














                                  SURVEY CONTROL DATA
                                
                             STATE=NC
                             [MARCH 18, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8945 ***********************************************************************
 AI8945  DESIGNATION -  0023
 AI8945  PID         -  AI8945
 AI8945  STATE/COUNTY-  NC/BURKE
 AI8945  USGS QUAD   -  MORGANTON NORTH (1993)
 AI8945
 AI8945                         *CURRENT SURVEY CONTROL
 AI8945  ___________________________________________________________________
 AI8945* NAD 83(2007)-  35 47 09.70240(N)    081 38 44.78751(W)     ADJUSTED  
 AI8945* NAVD 88     -       340.8    (meters)    1118.     (feet)  GPS OBS   
 AI8945  ___________________________________________________________________
 AI8945  EPOCH DATE  -        2002.00
 AI8945  X           -     752,640.310 (meters)                     COMP
 AI8945  Y           -  -5,125,199.985 (meters)                     COMP
 AI8945  Z           -   3,709,138.701 (meters)                     COMP
 AI8945  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AI8945  ELLIP HEIGHT-         308.560 (meters)          (02/10/07) ADJUSTED
 AI8945  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AI8945
 AI8945  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8945  Type    PID    Designation                      North   East  Ellip
 AI8945  -------------------------------------------------------------------
 AI8945  NETWORK AI8945 0023                              0.76   0.61   2.12
 AI8945  -------------------------------------------------------------------
 AI8945
 AI8945.The horizontal coordinates were established by GPS observations
 AI8945.and adjusted by the National Geodetic Survey in February 2007.
 AI8945
 AI8945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8945.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8945.The horizontal coordinates are valid at the epoch date displayed above.
 AI8945.The epoch date for horizontal control is a decimal equivalence
 AI8945.of Year/Month/Day.
 AI8945
 AI8945.The orthometric height was determined by GPS observations and a
 AI8945.high-resolution geoid model.
 AI8945
 AI8945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8945
 AI8945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8945
 AI8945.The ellipsoidal height was determined by GPS observations
 AI8945.and is referenced to NAD 83.
 AI8945
 AI8945.The geoid height was determined by GEOID03.
 AI8945
 AI8945;                    North         East     Units Scale Factor Converg.
 AI8945;SPC NC       -   229,047.689   370,454.118   MT  0.99991597   -1 31 37.4
 AI8945;SPC NC       -   751,467.29  1,215,398.22   sFT  0.99991597   -1 31 37.4
 AI8945;UTM  17      - 3,960,408.625   441,640.685   MT  0.99964197   -0 22 39.5
 AI8945
 AI8945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8945!SPC NC       -   0.99995157  x   0.99991597  =   0.99986755
 AI8945!UTM  17      -   0.99995157  x   0.99964197  =   0.99959356
 AI8945
 AI8945                          SUPERSEDED SURVEY CONTROL
 AI8945
 AI8945  NAD 83(2001)-  35 47 09.70249(N)    081 38 44.78742(W) AD(       ) 1
 AI8945  ELLIP H (03/13/03)  308.573  (m)                       GP(       ) 4 2
 AI8945  NAD 83(1986)-  35 47 09.70979(N)    081 38 44.79025(W) AD(       ) 1
 AI8945
 AI8945.Superseded values are not recommended for survey control.
 AI8945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8945.See file dsdata.txt to determine how the superseded data were derived.
 AI8945
 AI8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4164160409(NAD 83)
 AI8945_MARKER: DD = SURVEY DISK
 AI8945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI8945_STAMPING: 0023
 AI8945_MARK LOGO: NCGS  
 AI8945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI8945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8945+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1994
 AI8945
 AI8945  HISTORY     - Date     Condition        Report By
 AI8945  HISTORY     - 1994     MONUMENTED       NCGS
 AI8945  HISTORY     - 19940504 GOOD             NCGS
 AI8945
 AI8945                          STATION DESCRIPTION
 AI8945
 AI8945'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI8945'STATION IS LOCATED 3.7 MI (6.0 KM) NORTHEAST OF MORGANTON AND 3.0 MI
 AI8945'(4.8 KM) NORTHWEST OF DREXEL.  AT BURKE COUNTY LANDFILL.
 AI8945'ALONG SR 1501 FOR 0.65 MI (1.05 KM) NORTH FROM HUFFMAN BRIDGE OVER THE
 AI8945'CATAWBA RIVER TO SR 2209 (MARSH TRAIL) , THENCE SOUTHWEST ALONG SR
 AI8945'2209 FOR 1.5 MI (2.4 KM) TO STATION ON TOP OF A 7-FOOT CUT NEAR PINE
 AI8945'TREES AT MAINTENANCE SHOP.
 AI8945'MARK IS ABOUT 7-FEET HIGHER THAN SR 2209 AND FLUSH WITH THE GROUND.
 AI8945'LOCATED 53.0 FT (16.2 M) SOUTH OF THE CENTERLINE OF SR 2209, 107.7 FT
 AI8945'(32.8 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF MAINTENANCE SHOP,
 AI8945'106.9 FT (32.6 M) NORTH OF THE NORTHEAST CORNER OF THE MAINTENANCE
 AI8945'SHOP, 89.4 FT (27.2 M) SOUTHWEST OF A POWER POLE, 102.8 FT (31.3 M)
 AI8945'NORTHWEST OF A POWER POLE, AND 171.4 FT (52.2 M) EAST OF A POWER POLE.
 AI8945'ALL THREE POLES WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7865 ***********************************************************************
 DG7865  DESIGNATION -  014 01
 DG7865  PID         -  DG7865
 DG7865  STATE/COUNTY-  NC/MECKLENBURG
 DG7865  USGS QUAD   -  DERITA (1993)
 DG7865
 DG7865                         *CURRENT SURVEY CONTROL
 DG7865  ___________________________________________________________________
 DG7865* NAD 83(2007)-  35 22 24.63442(N)    080 46 38.95979(W)     ADJUSTED  
 DG7865* NAVD 88     -       238.7    (meters)     783.     (feet)  GPS OBS   
 DG7865  ___________________________________________________________________
 DG7865  EPOCH DATE  -        2002.00
 DG7865  X           -     834,475.541 (meters)                     COMP
 DG7865  Y           -  -5,139,412.538 (meters)                     COMP
 DG7865  Z           -   3,671,854.231 (meters)                     COMP
 DG7865  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 DG7865  ELLIP HEIGHT-         208.125 (meters)          (02/10/07) ADJUSTED
 DG7865  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DG7865
 DG7865  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7865  Type    PID    Designation                      North   East  Ellip
 DG7865  -------------------------------------------------------------------
 DG7865  NETWORK DG7865 014 01                            0.88   0.73   1.47
 DG7865  -------------------------------------------------------------------
 DG7865
 DG7865.The horizontal coordinates were established by GPS observations
 DG7865.and adjusted by the National Geodetic Survey in February 2007.
 DG7865
 DG7865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7865.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7865.The horizontal coordinates are valid at the epoch date displayed above.
 DG7865.The epoch date for horizontal control is a decimal equivalence
 DG7865.of Year/Month/Day.
 DG7865
 DG7865.The orthometric height was determined by GPS observations and a
 DG7865.high-resolution geoid model.
 DG7865
 DG7865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7865
 DG7865.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7865
 DG7865.The ellipsoidal height was determined by GPS observations
 DG7865.and is referenced to NAD 83.
 DG7865
 DG7865.The geoid height was determined by GEOID03.
 DG7865
 DG7865;                    North         East     Units Scale Factor Converg.
 DG7865;SPC NC       -   181,541.962   448,107.154   MT  0.99987484   -1 01 33.3
 DG7865;SPC NC       -   595,608.92  1,470,164.89   sFT  0.99987484   -1 01 33.3
 DG7865;UTM  17      - 3,914,487.854   520,211.832   MT  0.99960503   +0 07 43.7
 DG7865
 DG7865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7865!SPC NC       -   0.99996733  x   0.99987484  =   0.99984218
 DG7865!UTM  17      -   0.99996733  x   0.99960503  =   0.99957238
 DG7865
 DG7865:                Primary Azimuth Mark                     Grid Az
 DG7865:SPC NC       -  014 02                                   071 50 02.3
 DG7865:UTM  17      -  014 02                                   070 40 45.3
 DG7865
 DG7865|---------------------------------------------------------------------|
 DG7865| PID    Reference Object                     Distance      Geod. Az  |
 DG7865|                                                           dddmmss.s |
 DG7865| DG7866 014 02                              APPROX. 0.5 KM 0704829.0 |
 DG7865|---------------------------------------------------------------------|
 DG7865
 DG7865                          SUPERSEDED SURVEY CONTROL
 DG7865
 DG7865  NAD 83(1986)-  35 22 24.64988(N)    080 46 38.96793(W) AD(       ) 1
 DG7865  NAD 83(2001)-  35 22 24.63447(N)    080 46 38.95987(W) AD(       ) 1
 DG7865  ELLIP H (11/01/04)  208.121  (m)                       GP(       ) 4 2
 DG7865
 DG7865.Superseded values are not recommended for survey control.
 DG7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7865.See file dsdata.txt to determine how the superseded data were derived.
 DG7865
 DG7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2021214488(NAD 83)
 DG7865_MARKER: DD = SURVEY DISK
 DG7865_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7865_STAMPING: 014-01 1997
 DG7865_MARK LOGO: NC0870
 DG7865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7865+STABILITY: SURFACE MOTION
 DG7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7865+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG7865
 DG7865  HISTORY     - Date     Condition        Report By
 DG7865  HISTORY     - 1997     MONUMENTED       NC0870
 DG7865
 DG7865                          STATION DESCRIPTION
 DG7865
 DG7865'DESCRIBED BY CITY OF CHARLOTTE NORTH CAROLINA 1997
 DG7865'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHEAST OF
 DG7865'CHARLOTTE AND 4.5 MI (7.2 KM) EAST-SOUTHEAST OF HUNTERSVILLE. PROCEED
 DG7865'ALONG MALLARD CREEK CHURCH ROAD FOR 1.55 MI (2.49 KM) WEST FROM I-85
 DG7865'(EXIT 47), CONTINUE NORTH FOR 2.0 MI (3.2 KM) ALONG PROSPERITY CHURCH
 DG7865'ROAD (SR 2475), THENCE EAST FOR 0.4 MI (0.6 KM) ALONG RIDGE ROAD (SR
 DG7865'2601), ON THE NORTH SIDE OF THE ROAD. MARK IS ABOUT 1-FOOT LOWER THAN
 DG7865'RIDGE ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED 15.5 FT (4.7 M)
 DG7865'NORTH-NORTHWEST OF THE CENTERLINE OF RIDGE ROAD, 44.5 FT (13.6 M) WEST
 DG7865'OF THE CENTERLINE OF ASPHALT DRIVE, 49.5 FT (15.1 M) NORTH OF FIRE
 DG7865'HYDRANT AND 87.5 FT (26.7 M) WEST-SOUTHWEST OF A POWER POLE, 98.8 FT
 DG7865'(30.1 M) EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7866 ***********************************************************************
 DG7866  DESIGNATION -  014 02
 DG7866  PID         -  DG7866
 DG7866  STATE/COUNTY-  NC/MECKLENBURG
 DG7866  USGS QUAD   -  DERITA (1993)
 DG7866
 DG7866                         *CURRENT SURVEY CONTROL
 DG7866  ___________________________________________________________________
 DG7866* NAD 83(2007)-  35 22 30.33136(N)    080 46 18.97496(W)     ADJUSTED  
 DG7866* NAVD 88     -       236.9    (meters)     777.     (feet)  GPS OBS   
 DG7866  ___________________________________________________________________
 DG7866  EPOCH DATE  -        2002.00
 DG7866  X           -     834,956.954 (meters)                     COMP
 DG7866  Y           -  -5,139,229.879 (meters)                     COMP
 DG7866  Z           -   3,671,996.349 (meters)                     COMP
 DG7866  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 DG7866  ELLIP HEIGHT-         206.318 (meters)          (02/10/07) ADJUSTED
 DG7866  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DG7866
 DG7866  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7866  Type    PID    Designation                      North   East  Ellip
 DG7866  -------------------------------------------------------------------
 DG7866  NETWORK DG7866 014 02                            1.29   1.25   2.57
 DG7866  -------------------------------------------------------------------
 DG7866
 DG7866.The horizontal coordinates were established by GPS observations
 DG7866.and adjusted by the National Geodetic Survey in February 2007.
 DG7866
 DG7866.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7866.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7866.The horizontal coordinates are valid at the epoch date displayed above.
 DG7866.The epoch date for horizontal control is a decimal equivalence
 DG7866.of Year/Month/Day.
 DG7866
 DG7866.The orthometric height was determined by GPS observations and a
 DG7866.high-resolution geoid model.
 DG7866
 DG7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7866
 DG7866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7866
 DG7866.The ellipsoidal height was determined by GPS observations
 DG7866.and is referenced to NAD 83.
 DG7866
 DG7866.The geoid height was determined by GEOID03.
 DG7866
 DG7866;                    North         East     Units Scale Factor Converg.
 DG7866;SPC NC       -   181,708.467   448,614.602   MT  0.99987490   -1 01 21.8
 DG7866;SPC NC       -   596,155.20  1,471,829.74   sFT  0.99987490   -1 01 21.8
 DG7866;UTM  17      - 3,914,664.504   520,715.685   MT  0.99960529   +0 07 55.3
 DG7866
 DG7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7866!SPC NC       -   0.99996762  x   0.99987490  =   0.99984252
 DG7866!UTM  17      -   0.99996762  x   0.99960529  =   0.99957292
 DG7866
 DG7866:                Primary Azimuth Mark                     Grid Az
 DG7866:SPC NC       -  014 01                                   251 50 02.4
 DG7866:UTM  17      -  014 01                                   250 40 45.3
 DG7866
 DG7866|---------------------------------------------------------------------|
 DG7866| PID    Reference Object                     Distance      Geod. Az  |
 DG7866|                                                           dddmmss.s |
 DG7866| DG7865 014 01                              APPROX. 0.5 KM 2504840.6 |
 DG7866|---------------------------------------------------------------------|
 DG7866
 DG7866                          SUPERSEDED SURVEY CONTROL
 DG7866
 DG7866  NAD 83(1986)-  35 22 30.34671(N)    080 46 18.98363(W) AD(       ) 1
 DG7866  NAD 83(2001)-  35 22 30.33141(N)    080 46 18.97506(W) AD(       ) 1
 DG7866  ELLIP H (11/01/04)  206.314  (m)                       GP(       ) 4 2
 DG7866
 DG7866.Superseded values are not recommended for survey control.
 DG7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7866.See file dsdata.txt to determine how the superseded data were derived.
 DG7866
 DG7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2071614665(NAD 83)
 DG7866_MARKER: DD = SURVEY DISK
 DG7866_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7866_STAMPING: 014-02 1997
 DG7866_MARK LOGO: NC0870
 DG7866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7866+STABILITY: SURFACE MOTION
 DG7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7866+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG7866
 DG7866  HISTORY     - Date     Condition        Report By
 DG7866  HISTORY     - 1997     MONUMENTED       NC0870
 DG7866
 DG7866                          STATION DESCRIPTION
 DG7866
 DG7866'DESCRIBED BY CITY OF CHARLOTTE NORTH CAROLINA 1997
 DG7866'STATION IS LOCATED 10.9 MI (17.5 KM) NORTH-NORTHEAST OF CHARLOTTE AND
 DG7866'4.7 MI (7.6 KM) EAST-SOUTHEAST OF HUNTERSVILLE. PROCEED ALONG MALLARD
 DG7866'CREEK CHURCH ROAD FOR 1.5 MI (2.4 KM) WEST FROM I-85, THENCE SOUTHWEST
 DG7866'FOR 0.2 MI (0.3 KM) ALONG MALLARD CREEK ROAD, THENCE NORTH FOR 2.0 MI
 DG7866'(3.2 KM) ALONG PROSPERITY CHURCH ROAD (SR 2475), THENCE EAST FOR 0.75
 DG7866'MI (1.21 KM) ALONG RIDGE ROAD (SR 2601), ON THE NORTH SIDE OF THE
 DG7866'ROAD. MARK IS ABOUT LEVEL WITH RIDGE ROAD AND IS RECESSED 1 INCH BELOW
 DG7866'GROUND.  LOCATED 23.5 FT (7.2 M) NORTH OF CENTERLINE OF RIDGE ROAD,
 DG7866'34.5 FT (10.5 M) SOUTHEAST OF A 2-LAYER BRICK CAP ON COLUMN IN A BRICK
 DG7866'WALL, 34.3 FT (10.5 M) WEST-SOUTHWEST OF TELEPHONE PEDESTAL AND 28.0
 DG7866'FT (8.5 M) WEST OF A 6 INCH PINE, 104.3 FT (31.8 M) NORTHEAST OF A
 DG7866'POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6239 ***********************************************************************
 AI6239  SACS        -  This is a Secondary Airport Control Station.
 AI6239  DESIGNATION -  025
 AI6239  PID         -  AI6239
 AI6239  STATE/COUNTY-  NC/PASQUOTANK
 AI6239  USGS QUAD   -  ELIZABETH CITY (1982)
 AI6239
 AI6239                         *CURRENT SURVEY CONTROL
 AI6239  ___________________________________________________________________
 AI6239* NAD 83(2007)-  36 15 27.09258(N)    076 10 19.54304(W)     ADJUSTED  
 AI6239* NAVD 88     -         1.889  (meters)       6.20   (feet)  ADJUSTED  
 AI6239  ___________________________________________________________________
 AI6239  EPOCH DATE  -        2002.00
 AI6239  X           -   1,230,673.059 (meters)                     COMP
 AI6239  Y           -  -4,999,889.890 (meters)                     COMP
 AI6239  Z           -   3,751,250.651 (meters)                     COMP
 AI6239  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 AI6239  ELLIP HEIGHT-         -35.835 (meters)          (02/10/07) ADJUSTED
 AI6239  GEOID HEIGHT-         -37.75  (meters)                     GEOID03
 AI6239  DYNAMIC HT  -           1.888 (meters)       6.19  (feet)  COMP
 AI6239
 AI6239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6239  Type    PID    Designation                      North   East  Ellip
 AI6239  -------------------------------------------------------------------
 AI6239  NETWORK AI6239 025                               0.37   0.31   1.29
 AI6239  -------------------------------------------------------------------
 AI6239  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 AI6239
 AI6239  VERT ORDER  -  SECOND    CLASS II
 AI6239
 AI6239.This mark is at Elizabeth City C G Air Station Mun Airport (ECG)
 AI6239
 AI6239.The horizontal coordinates were established by GPS observations
 AI6239.and adjusted by the National Geodetic Survey in February 2007.
 AI6239
 AI6239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6239.The horizontal coordinates are valid at the epoch date displayed above.
 AI6239.The epoch date for horizontal control is a decimal equivalence
 AI6239.of Year/Month/Day.
 AI6239
 AI6239.The orthometric height was determined by differential leveling
 AI6239.and adjusted in August 2000.
 AI6239.No vertical observational check was made to the station.
 AI6239
 AI6239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6239
 AI6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6239
 AI6239.The ellipsoidal height was determined by GPS observations
 AI6239.and is referenced to NAD 83.
 AI6239
 AI6239.The geoid height was determined by GEOID03.
 AI6239
 AI6239.The dynamic height is computed by dividing the NAVD 88
 AI6239.geopotential number by the normal gravity value computed on the
 AI6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6239.degrees latitude (g = 980.6199 gals.).
 AI6239
 AI6239.The modeled gravity was interpolated from observed gravity values.
 AI6239
 AI6239;                    North         East     Units Scale Factor Converg.
 AI6239;SPC NC       -   281,795.582   863,716.372   MT  1.00002663   +1 37 55.9
 AI6239;SPC NC       -   924,524.34  2,833,709.46   sFT  1.00002663   +1 37 55.9
 AI6239;UTM  18      - 4,013,149.449   394,704.134   MT  0.99973661   -0 41 35.7
 AI6239
 AI6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6239!SPC NC       -   1.00000562  x   1.00002663  =   1.00003225
 AI6239!UTM  18      -   1.00000562  x   0.99973661  =   0.99974223
 AI6239
 AI6239                          SUPERSEDED SURVEY CONTROL
 AI6239
 AI6239  NAD 83(2001)-  36 15 27.09308(N)    076 10 19.54256(W) AD(       ) 1
 AI6239  ELLIP H (02/10/03)  -35.846  (m)                       GP(       ) 4 2
 AI6239  NAD 83(1995)-  36 15 27.09361(N)    076 10 19.54243(W) AD(       ) 1
 AI6239  ELLIP H (08/23/00)  -35.835  (m)                       GP(       ) 4 2
 AI6239  NAVD 88 (08/23/00)    1.89   (m)            6.2    (f) LEVELING    3  
 AI6239
 AI6239.Superseded values are not recommended for survey control.
 AI6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6239.See file dsdata.txt to determine how the superseded data were derived.
 AI6239
 AI6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9470413149(NAD 83)
 AI6239_MARKER: DD = SURVEY DISK
 AI6239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6239_STAMPING: 025
 AI6239_MARK LOGO: NONE  
 AI6239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6239+STABILITY: SURFACE MOTION
 AI6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6239+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996
 AI6239
 AI6239  HISTORY     - Date     Condition        Report By
 AI6239  HISTORY     - UNK      MONUMENTED       RBNF
 AI6239  HISTORY     - 19961216 GOOD             NCGS
 AI6239
 AI6239                          STATION DESCRIPTION
 AI6239
 AI6239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AI6239'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF ELIZABETH CITY,
 AI6239'AT THE US COAST GUARD AIR STATION, IN THE GRASSED AREA BETWEEN THE
 AI6239'OMNI STATION AND THE NEW WEATHER STATION. MARK IS RECESSED 3-INCHES
 AI6239'BELOW THE GROUND.  LOCATED 453.3 FT (138.2 M) SOUTHWEST OF THE CENTER
 AI6239'OF TAXI-WAY C, 202.7 FT (61.8 M) NORTHWEST OF OLD WEATHER STATION, AND
 AI6239'140.8 FT (42.9 M) WEST OF THE WESTERNMOST OF A ROW OF NEW WEATHER
 AI6239'DEVICES. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI6239'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2368 ***********************************************************************
 FB2368  DESIGNATION -  1
 FB2368  PID         -  FB2368
 FB2368  STATE/COUNTY-  NC/SWAIN
 FB2368  USGS QUAD   -  FONTANA DAM (1978)
 FB2368
 FB2368                         *CURRENT SURVEY CONTROL
 FB2368  ___________________________________________________________________
 FB2368* NAD 83(1986)-  35 27 15.     (N)    083 50 42.     (W)     SCALED    
 FB2368* NAVD 88     -       401.868  (meters)    1318.46   (feet)  ADJUSTED  
 FB2368  ___________________________________________________________________
 FB2368  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FB2368  DYNAMIC HT  -         401.463 (meters)    1317.13  (feet)  COMP
 FB2368  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 FB2368
 FB2368  VERT ORDER  -  FIRST     CLASS II
 FB2368
 FB2368.The horizontal coordinates were scaled from a topographic map and have
 FB2368.an estimated accuracy of +/- 6 seconds.
 FB2368
 FB2368.The orthometric height was determined by differential leveling
 FB2368.and adjusted in June 1991.
 FB2368
 FB2368.The geoid height was determined by GEOID03.
 FB2368
 FB2368.The dynamic height is computed by dividing the NAVD 88
 FB2368.geopotential number by the normal gravity value computed on the
 FB2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2368.degrees latitude (g = 980.6199 gals.).
 FB2368
 FB2368.The modeled gravity was interpolated from observed gravity values.
 FB2368
 FB2368;                    North         East    Units  Estimated Accuracy
 FB2368;SPC NC       -   199,770.      170,000.      MT  (+/- 180 meters Scaled)
 FB2368
 FB2368                          SUPERSEDED SURVEY CONTROL
 FB2368
 FB2368  NGVD 29 (12/12/91)  401.956  (m)         1318.75   (f) ADJUSTED    1 2
 FB2368
 FB2368.Superseded values are not recommended for survey control.
 FB2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2368.See file dsdata.txt to determine how the superseded data were derived.
 FB2368
 FB2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417271(NAD 83)
 FB2368_MARKER: DD = SURVEY DISK
 FB2368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB2368_SP_SET: HEADWALL OF CULVERT
 FB2368_STAMPING: 1
 FB2368_MARK LOGO: TVA   
 FB2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2368+STABILITY: SURFACE MOTION
 FB2368
 FB2368  HISTORY     - Date     Condition        Report By
 FB2368  HISTORY     - UNK      MONUMENTED       TVA
 FB2368  HISTORY     - 1983     GOOD             NGS
 FB2368
 FB2368                          STATION DESCRIPTION
 FB2368
 FB2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2368'5.1 KM (3.2 MI) NW FROM FONTANA VILLAGE.
 FB2368'5.1 KM (3.2 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE JUCNTION OF
 FB2368'FONTANA ROAD IN FONTANA VILLAGE TO THE MARK ON THE RIGHT, AT A
 FB2368'WATERFALL, IN THE CENTER OF THE HEADWALL, 13.96 METERS (45.8 FT)
 FB2368'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.27 METERS (17.3
 FB2368'FT) NORTHEAST OF A 1.2 FT TREE WITH A TRIANGULAR BLAZE.
 FB2368'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0661 ***********************************************************************
 FW0661  DESIGNATION -  1
 FW0661  PID         -  FW0661
 FW0661  STATE/COUNTY-  NC/CURRITUCK
 FW0661  USGS QUAD   -  COINJOCK (1982)
 FW0661
 FW0661                         *CURRENT SURVEY CONTROL
 FW0661  ___________________________________________________________________
 FW0661* NAD 83(1986)-  36 20 39.     (N)    075 57 05.     (W)     SCALED    
 FW0661* NAVD 88     -         2.288  (meters)       7.51   (feet)  ADJUSTED  
 FW0661  ___________________________________________________________________
 FW0661  GEOID HEIGHT-         -38.46  (meters)                     GEOID03
 FW0661  DYNAMIC HT  -           2.286 (meters)       7.50  (feet)  COMP
 FW0661  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 FW0661
 FW0661  VERT ORDER  -  FIRST     CLASS II
 FW0661
 FW0661.The horizontal coordinates were scaled from a topographic map and have
 FW0661.an estimated accuracy of +/- 6 seconds.
 FW0661
 FW0661.The orthometric height was determined by differential leveling
 FW0661.and adjusted in June 1991.
 FW0661
 FW0661.The geoid height was determined by GEOID03.
 FW0661
 FW0661.The dynamic height is computed by dividing the NAVD 88
 FW0661.geopotential number by the normal gravity value computed on the
 FW0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0661.degrees latitude (g = 980.6199 gals.).
 FW0661
 FW0661.The modeled gravity was interpolated from observed gravity values.
 FW0661
 FW0661;                    North         East    Units  Estimated Accuracy
 FW0661;SPC NC       -   291,990.      883,250.      MT  (+/- 180 meters Scaled)
 FW0661
 FW0661                          SUPERSEDED SURVEY CONTROL
 FW0661
 FW0661  NGVD 29 (??/??/??)    2.554  (m)            8.38   (f) ADJUSTED    1 2
 FW0661
 FW0661.Superseded values are not recommended for survey control.
 FW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0661.See file dsdata.txt to determine how the superseded data were derived.
 FW0661
 FW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF146225(NAD 83)
 FW0661_MARKER: DD = SURVEY DISK
 FW0661_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FW0661_SP_SET: BRIDGE ABUTMENT
 FW0661_STAMPING: 1
 FW0661_MARK LOGO: USE   
 FW0661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0661+STABILITY: SURFACE MOTION
 FW0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0661+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 FW0661
 FW0661  HISTORY     - Date     Condition        Report By
 FW0661  HISTORY     - UNK      MONUMENTED       USE
 FW0661  HISTORY     - 1981     GOOD             NGS
 FW0661  HISTORY     - 1985     GOOD             NGS
 FW0661  HISTORY     - 1989     GOOD             USPSQD
 FW0661  HISTORY     - 1990     GOOD             USPSQD
 FW0661  HISTORY     - 20041014 GOOD             NCGS
 FW0661
 FW0661                          STATION DESCRIPTION
 FW0661
 FW0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0661'IN COINJOCK.
 FW0661'IN COINJOCK, AT THE SOUTHEAST END OF THE U.S. HIGHWAY 158 BRIDGE OVER
 FW0661'INLAND WATERWAY, 0.50 KILOMETER (0.30 MILE) SOUTHEAST OF THE POST
 FW0661'OFFICE, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT (ALSO
 FW0661'WALKWAY OF THE BRIDGE), 4.11 METERS (13.5 FEET) NORTHEAST OF THE
 FW0661'CENTER LINE OF THE HIGHWAY, 0.91 METER (3.0 FEET) NORTHWEST OF THE
 FW0661'SOUTHEAST END OF THE BRIDGE.
 FW0661'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FW0661
 FW0661                          STATION RECOVERY (1985)
 FW0661
 FW0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FW0661'RECOVERED IN GOOD CONDITION.
 FW0661
 FW0661                          STATION RECOVERY (1989)
 FW0661
 FW0661'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0661'RECOVERED IN GOOD CONDITION.
 FW0661
 FW0661                          STATION RECOVERY (1990)
 FW0661
 FW0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0661'RECOVERED IN GOOD CONDITION.
 FW0661
 FW0661                          STATION RECOVERY (2004)
 FW0661
 FW0661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0661'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.  REFERENCED
 FW0661'US 158 BRIDGE OVER INTRACOASTAL WATERWAY IS GONE AND A NEW BRIDGE HAS
 FW0661'BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0704 ***********************************************************************
 EZ0704  DESIGNATION -  1
 EZ0704  PID         -  EZ0704
 EZ0704  STATE/COUNTY-  NC/WAKE
 EZ0704  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0704
 EZ0704                         *CURRENT SURVEY CONTROL
 EZ0704  ___________________________________________________________________
 EZ0704* NAD 83(1986)-  35 47 06.     (N)    078 40 04.     (W)     SCALED    
 EZ0704* NAVD 88     -       119.958  (meters)     393.56   (feet)  ADJUSTED  
 EZ0704  ___________________________________________________________________
 EZ0704  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 EZ0704  DYNAMIC HT  -         119.855 (meters)     393.22  (feet)  COMP
 EZ0704  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 EZ0704
 EZ0704  VERT ORDER  -  FIRST     CLASS I
 EZ0704
 EZ0704.The horizontal coordinates were scaled from a topographic map and have
 EZ0704.an estimated accuracy of +/- 6 seconds.
 EZ0704
 EZ0704.The orthometric height was determined by differential leveling
 EZ0704.and adjusted in June 1991.
 EZ0704
 EZ0704.The geoid height was determined by GEOID03.
 EZ0704
 EZ0704.The dynamic height is computed by dividing the NAVD 88
 EZ0704.geopotential number by the normal gravity value computed on the
 EZ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0704.degrees latitude (g = 980.6199 gals.).
 EZ0704
 EZ0704.The modeled gravity was interpolated from observed gravity values.
 EZ0704
 EZ0704;                    North         East    Units  Estimated Accuracy
 EZ0704;SPC NC       -   225,800.      639,630.      MT  (+/- 180 meters Scaled)
 EZ0704
 EZ0704                          SUPERSEDED SURVEY CONTROL
 EZ0704
 EZ0704  NGVD 29 (??/??/92)  120.227  (m)          394.44   (f) ADJ UNCH    1 1
 EZ0704
 EZ0704.Superseded values are not recommended for survey control.
 EZ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0704.See file dsdata.txt to determine how the superseded data were derived.
 EZ0704
 EZ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV107626(NAD 83)
 EZ0704_MARKER: DB = BENCH MARK DISK
 EZ0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0704_SP_SET: BUILDING
 EZ0704_STAMPING: NO 1 1935
 EZ0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0704+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 EZ0704
 EZ0704  HISTORY     - Date     Condition        Report By
 EZ0704  HISTORY     - 1935     MONUMENTED       CGS
 EZ0704  HISTORY     - 1967     GOOD             NGS
 EZ0704  HISTORY     - 20050129 GOOD             USPSQD
 EZ0704  HISTORY     - 20060915 GOOD             USPSQD
 EZ0704
 EZ0704                          STATION DESCRIPTION
 EZ0704
 EZ0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EZ0704'1.6 MI NW FROM RALEIGH.
 EZ0704'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0704'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.15 MILE WEST
 EZ0704'ALONG PATE DRIVE TO RADDICK FIELD STATIUM AT NORTH CAROLINA STATE
 EZ0704'UNIVERSITY, THENCE 0.1 MILE NORTHWEST ACROSS THE CAMPUS TO
 EZ0704'DANIELS HALL, SET IN THE TOP OF THE NORTH END OF THE UPPER
 EZ0704'STONE STEP AT THE EAST ENTRANCE TO DANIELS HALL, 5 FEET NORTH
 EZ0704'OF THE CENTER OF THE EAST ENTRANCE TO THE BUILDING, 7 INCHES
 EZ0704'EAST OF THE EAST WALL OF THE BUILDING, 41 FEET WEST OF THE
 EZ0704'CENTERLINE OF MORRISON DRIVE, 0.05 MILE NORTH OF YARBOUGH DRIVE,
 EZ0704'AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF MORRISON DRIVE.
 EZ0704
 EZ0704                          STATION RECOVERY (2005)
 EZ0704
 EZ0704'RECOVERY NOTE BY US POWER SQUADRON 2005 (TT)
 EZ0704'MARKER FOUND AT GPS COORIDINATES 35 47 08.2 N AND 78 40 03.9 W
 EZ0704
 EZ0704                          STATION RECOVERY (2006)
 EZ0704
 EZ0704'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6064 ***********************************************************************
 AE6064  DESIGNATION -  1
 AE6064  PID         -  AE6064
 AE6064  STATE/COUNTY-  NC/PAMLICO
 AE6064  USGS QUAD   -  JONES BAY (1993)
 AE6064
 AE6064                         *CURRENT SURVEY CONTROL
 AE6064  ___________________________________________________________________
 AE6064* NAD 83(1986)-  35 14 44.     (N)    076 35 30.     (W)     SCALED    
 AE6064* NAVD 88     -         1.927  (meters)       6.32   (feet)  ADJUSTED  
 AE6064  ___________________________________________________________________
 AE6064  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6064  DYNAMIC HT  -           1.925 (meters)       6.32  (feet)  COMP
 AE6064  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 AE6064
 AE6064  VERT ORDER  -  SECOND    CLASS II
 AE6064
 AE6064.The horizontal coordinates were scaled from a topographic map and have
 AE6064.an estimated accuracy of +/- 6 seconds.
 AE6064
 AE6064.The orthometric height was determined by differential leveling
 AE6064.and adjusted in June 1998.
 AE6064
 AE6064.The geoid height was determined by GEOID03.
 AE6064
 AE6064.The dynamic height is computed by dividing the NAVD 88
 AE6064.geopotential number by the normal gravity value computed on the
 AE6064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6064.degrees latitude (g = 980.6199 gals.).
 AE6064
 AE6064.The modeled gravity was interpolated from observed gravity values.
 AE6064
 AE6064;                    North         East    Units  Estimated Accuracy
 AE6064;SPC NC       -   168,560.      828,750.      MT  (+/- 180 meters Scaled)
 AE6064
 AE6064                          SUPERSEDED SURVEY CONTROL
 AE6064
 AE6064.No superseded survey control is available for this station.
 AE6064
 AE6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE551014(NAD 83)
 AE6064_MARKER: DJ = TIDAL STATION DISK
 AE6064_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE6064_SP_SET: BRIDGE WINGWALL
 AE6064_STAMPING: NO 1
 AE6064_MARK LOGO: USE   
 AE6064_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6064+STABILITY: SURFACE MOTION
 AE6064
 AE6064  HISTORY     - Date     Condition        Report By
 AE6064  HISTORY     - 1978     MONUMENTED       USE
 AE6064  HISTORY     - 19860101 GOOD             NCGS
 AE6064
 AE6064                          STATION DESCRIPTION
 AE6064
 AE6064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6064'STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST OF HOBUCKEN. ABOUT 250
 AE6064'FT (76.2 M) EAST OF THE CENTER OF THE INTRACOASTAL WATERWAY BRIDGE AT
 AE6064'HOBUCKEN. STATION IS A STANDARD USCE TIDAL BENCH MARK DISK
 AE6064'STAMPED---NO 1---, SET IN THE TOP OF A DRILL HOLE IN THE CONCRETE
 AE6064'WINGWALL.  LOCATED 3.32 M (10.89 FT) NORTH OF THE CENTERLINE OF THE
 AE6064'HIGHWAY, AND 3.23 M (10.60 FT) WEST OF THE SOUTHWEST CORNER OF A
 AE6064'TRAFFIC CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9281 ***********************************************************************
 AH9281  DESIGNATION -  1 1
 AH9281  PID         -  AH9281
 AH9281  STATE/COUNTY-  NC/DARE
 AH9281  USGS QUAD   -  MANTEO (1983)
 AH9281
 AH9281                         *CURRENT SURVEY CONTROL
 AH9281  ___________________________________________________________________
 AH9281* NAD 83(2007)-  35 53 38.21964(N)    075 39 57.21915(W)     ADJUSTED  
 AH9281* NAVD 88     -         0.884  (meters)       2.90   (feet)  ADJUSTED  
 AH9281  ___________________________________________________________________
 AH9281  EPOCH DATE  -        2002.00
 AH9281  X           -   1,280,678.736 (meters)                     COMP
 AH9281  Y           -  -5,011,836.407 (meters)                     COMP
 AH9281  Z           -   3,718,643.145 (meters)                     COMP
 AH9281  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH9281  ELLIP HEIGHT-         -38.112 (meters)          (02/10/07) ADJUSTED
 AH9281  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9281  DYNAMIC HT  -           0.883 (meters)       2.90  (feet)  COMP
 AH9281
 AH9281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9281  Type    PID    Designation                      North   East  Ellip
 AH9281  -------------------------------------------------------------------
 AH9281  NETWORK AH9281 1 1                               0.63   0.55   2.41
 AH9281  -------------------------------------------------------------------
 AH9281  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 AH9281
 AH9281  VERT ORDER  -  THIRD
 AH9281
 AH9281.The horizontal coordinates were established by GPS observations
 AH9281.and adjusted by the National Geodetic Survey in February 2007.
 AH9281
 AH9281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9281.The horizontal coordinates are valid at the epoch date displayed above.
 AH9281.The epoch date for horizontal control is a decimal equivalence
 AH9281.of Year/Month/Day.
 AH9281
 AH9281.The orthometric height was determined by differential leveling
 AH9281.and adjusted in May 2000.
 AH9281
 AH9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9281
 AH9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9281
 AH9281.The ellipsoidal height was determined by GPS observations
 AH9281.and is referenced to NAD 83.
 AH9281
 AH9281.The geoid height was determined by GEOID03.
 AH9281
 AH9281.The dynamic height is computed by dividing the NAVD 88
 AH9281.geopotential number by the normal gravity value computed on the
 AH9281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9281.degrees latitude (g = 980.6199 gals.).
 AH9281
 AH9281.The modeled gravity was interpolated from observed gravity values.
 AH9281
 AH9281;                    North         East     Units Scale Factor Converg.
 AH9281;SPC NC       -   242,888.446   910,542.397   MT  0.99993529   +1 55 27.6
 AH9281;SPC NC       -   796,876.51  2,987,337.85   sFT  0.99993529   +1 55 27.6
 AH9281;UTM  18      - 3,972,390.800   439,903.862   MT  0.99964450   -0 23 25.5
 AH9281
 AH9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9281!SPC NC       -   1.00000598  x   0.99993529  =   0.99994127
 AH9281!UTM  18      -   1.00000598  x   0.99964450  =   0.99965048
 AH9281
 AH9281:                Primary Azimuth Mark                     Grid Az
 AH9281:SPC NC       -  1 2                                      134 43 53.1
 AH9281:UTM  18      -  1 2                                      137 02 46.2
 AH9281
 AH9281|---------------------------------------------------------------------|
 AH9281| PID    Reference Object                     Distance      Geod. Az  |
 AH9281|                                                           dddmmss.s |
 AH9281| AH9282 1 2                                 416.094 METERS 1363920.7 |
 AH9281| AH9280 DAR 18                              APPROX. 0.6 KM 3332439.0 |
 AH9281|---------------------------------------------------------------------|
 AH9281
 AH9281                          SUPERSEDED SURVEY CONTROL
 AH9281
 AH9281  NAD 83(2001)-  35 53 38.21997(N)    075 39 57.21851(W) AD(       ) 1
 AH9281  ELLIP H (03/13/03)  -38.107  (m)                       GP(       ) 4 2
 AH9281  NAD 83(1986)-  35 53 38.23807(N)    075 39 57.22669(W) AD(       ) 1
 AH9281  NAVD 88 (05/25/99)    0.89   (m)            2.9    (f) LEVELING    3  
 AH9281
 AH9281.Superseded values are not recommended for survey control.
 AH9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9281.See file dsdata.txt to determine how the superseded data were derived.
 AH9281
 AH9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3990472391(NAD 83)
 AH9281_MARKER: Z = SEE DESCRIPTION
 AH9281_SETTING: 0 = UNSPECIFIED SETTING
 AH9281_STAMPING: 1-1 1/93
 AH9281_MARK LOGO: NCDOT 
 AH9281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9281+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1994
 AH9281
 AH9281  HISTORY     - Date     Condition        Report By
 AH9281  HISTORY     - 1993     MONUMENTED       NCDOT
 AH9281  HISTORY     - 19941221 GOOD             NCGS
 AH9281
 AH9281                          STATION DESCRIPTION
 AH9281
 AH9281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9281'STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO. ALONG US 64/264 FOR
 AH9281'0.4 MI (0.6 KM) NORTHWEST (FROM US 64/264 AND NC 345), AT THE ENTRANCE
 AH9281'TO CITY MOTOR PARTS, ON THE LEFT. STATION IS A 5/8-INCH X 24-INCH
 AH9281'REBAR WITH A ALUMINUM CAP, SET IN A 12-INCH CONCRETE MONUMENT, AND
 AH9281'MARKED NORTH CAROLINA DEPARTMENT OF TRANSPORTATION GPS MONUMENT,
 AH9281'STAMPED---1-1 1/93---. MARK IS ABOUT 1-FOOT LOWER THAN US 64/264, AND
 AH9281'IS RECESSED 12 INCHES BELOW THE GROUND. LOCATED 37.6 FT (11.5 M)
 AH9281'SOUTHWEST OF THE CENTERLINE OF US 64/264, 5.4 FT (1.6 M) SOUTHWEST OF
 AH9281'A POWER POLE (NO.Q1918) WITH REFERENCE TAG, 4.7 FT (1.4 M)
 AH9281'SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, 18.5 FT (5.6 M) NORTHEAST OF A
 AH9281'GUY WIRE ANCHOR, 60.1 FT (18.3 M) EAST-NORTHEAST OF THE EAST CORNER OF
 AH9281'CITY MOTOR PARTS BUILDING, 71.3 FT (21.7 M) SOUTHEAST OF THE SOUTHEAST
 AH9281'CORNER OF A 6-FOOT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9282 ***********************************************************************
 AH9282  DESIGNATION -  1 2
 AH9282  PID         -  AH9282
 AH9282  STATE/COUNTY-  NC/DARE
 AH9282  USGS QUAD   -  MANTEO (1983)
 AH9282
 AH9282                         *CURRENT SURVEY CONTROL
 AH9282  ___________________________________________________________________
 AH9282* NAD 83(2007)-  35 53 28.40180(N)    075 39 45.83152(W)     ADJUSTED  
 AH9282* NAVD 88     -         0.792  (meters)       2.60   (feet)  ADJUSTED  
 AH9282  ___________________________________________________________________
 AH9282  EPOCH DATE  -        2002.00
 AH9282  X           -   1,280,999.346 (meters)                     COMP
 AH9282  Y           -  -5,011,937.514 (meters)                     COMP
 AH9282  Z           -   3,718,397.961 (meters)                     COMP
 AH9282  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH9282  ELLIP HEIGHT-         -38.187 (meters)          (02/10/07) ADJUSTED
 AH9282  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9282  DYNAMIC HT  -           0.792 (meters)       2.60  (feet)  COMP
 AH9282
 AH9282  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9282  Type    PID    Designation                      North   East  Ellip
 AH9282  -------------------------------------------------------------------
 AH9282  NETWORK AH9282 1 2                               0.49   0.45   1.90
 AH9282  -------------------------------------------------------------------
 AH9282  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 AH9282
 AH9282  VERT ORDER  -  THIRD
 AH9282
 AH9282.The horizontal coordinates were established by GPS observations
 AH9282.and adjusted by the National Geodetic Survey in February 2007.
 AH9282
 AH9282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9282.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9282.The horizontal coordinates are valid at the epoch date displayed above.
 AH9282.The epoch date for horizontal control is a decimal equivalence
 AH9282.of Year/Month/Day.
 AH9282
 AH9282.The orthometric height was determined by differential leveling
 AH9282.and adjusted in May 2000.
 AH9282
 AH9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9282
 AH9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9282
 AH9282.The ellipsoidal height was determined by GPS observations
 AH9282.and is referenced to NAD 83.
 AH9282
 AH9282.The geoid height was determined by GEOID03.
 AH9282
 AH9282.The dynamic height is computed by dividing the NAVD 88
 AH9282.geopotential number by the normal gravity value computed on the
 AH9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9282.degrees latitude (g = 980.6199 gals.).
 AH9282
 AH9282.The modeled gravity was interpolated from observed gravity values.
 AH9282
 AH9282;                    North         East     Units Scale Factor Converg.
 AH9282;SPC NC       -   242,595.631   910,837.977   MT  0.99993476   +1 55 34.2
 AH9282;SPC NC       -   795,915.83  2,988,307.60   sFT  0.99993476   +1 55 34.2
 AH9282;UTM  18      - 3,972,086.374   440,187.292   MT  0.99964408   -0 23 18.7
 AH9282
 AH9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9282!SPC NC       -   1.00000599  x   0.99993476  =   0.99994075
 AH9282!UTM  18      -   1.00000599  x   0.99964408  =   0.99965007
 AH9282
 AH9282:                Primary Azimuth Mark                     Grid Az
 AH9282:SPC NC       -  1 3                                      136 30 00.0
 AH9282:UTM  18      -  1 3                                      138 48 52.9
 AH9282
 AH9282|---------------------------------------------------------------------|
 AH9282| PID    Reference Object                     Distance      Geod. Az  |
 AH9282|                                                           dddmmss.s |
 AH9282| AH9287 1 3                                 464.475 METERS 1382534.2 |
 AH9282| AH9281 1 1                                 416.094 METERS 3163927.4 |
 AH9282|---------------------------------------------------------------------|
 AH9282
 AH9282                          SUPERSEDED SURVEY CONTROL
 AH9282
 AH9282  NAD 83(2001)-  35 53 28.40213(N)    075 39 45.83088(W) AD(       ) 1
 AH9282  ELLIP H (03/13/03)  -38.183  (m)                       GP(       ) 4 2
 AH9282  NAD 83(1986)-  35 53 28.42001(N)    075 39 45.83909(W) AD(       ) 1
 AH9282  NAVD 88 (05/25/99)    0.80   (m)            2.6    (f) LEVELING    3  
 AH9282
 AH9282.Superseded values are not recommended for survey control.
 AH9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9282.See file dsdata.txt to determine how the superseded data were derived.
 AH9282
 AH9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4018772086(NAD 83)
 AH9282_MARKER: Z = SEE DESCRIPTION
 AH9282_SETTING: 0 = UNSPECIFIED SETTING
 AH9282_STAMPING: 1-2 1/93
 AH9282_MARK LOGO: NCDOT 
 AH9282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9282+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1994
 AH9282
 AH9282  HISTORY     - Date     Condition        Report By
 AH9282  HISTORY     - 1993     MONUMENTED       NCDOT
 AH9282  HISTORY     - 19941221 GOOD             NCGS
 AH9282
 AH9282                          STATION DESCRIPTION
 AH9282
 AH9282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9282'STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO. ALONG US 64/264 FOR
 AH9282'0.15 MI (0.24 KM) NORTHWEST (FROM US 64/264 AND NC 345), AT A CONCRETE
 AH9282'DRIVEWAY, ON THE RIGHT. THE STATION IS A 5/8-INCH X 24-INCH REBAR WITH
 AH9282'A ALUMINUM CAP, SET IN A 12-INCH CONCRETE COLLAR, AND MARKED NORTH
 AH9282'CAROLINA DEPARTMENT OF TRANSPORTATION GPS MONUMENT, STAMPED---1-2
 AH9282'1/93---. MARK IS ABOUT 1-FOOT LOWER THAN US 64/264, AND IS RECESSED 12
 AH9282'INCHES BELOW THE GROUND. LOCATED 99.6 FT (30.4 M) SOUTHEAST OF THE
 AH9282'CENTERLINE OF SR 1133-BERRY DRIVE, 28.3 FT (8.6 M) NORTHEAST OF THE
 AH9282'CENTERLINE OF US 64/264, 58.3 FT (17.8 M) NORTHEAST OF A POWER POLE
 AH9282'(NO.AH60) ACROSS US 64/264 WITH REFERENCE TAG, 9.4 FT (2.9 M)
 AH9282'NORTHWEST OF A TELEPHONE POLE (NO.23) WITH REFERENCE TAG, 1702 FT
 AH9282'(518.8 M) NORTHWEST OF AN NC AQUARIUM/ROANOKE ISLAND SIGN, 18.6 FT
 AH9282'(5.7 M) SOUTHEAST OF THE CENTERLINE OF CONCRETE DRIVEWAY, 42.0 FT
 AH9282'(12.8 M) NORTHWEST OF THE CENTERLINE OF A DROP INLET, 10.0 FT (3.0 M)
 AH9282'SOUTHWEST OF THE WEST EDGE OF ASPHALT BICYCLE TRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2490 ***********************************************************************
 DD2490  DESIGNATION -  1 2 USE 1933
 DD2490  PID         -  DD2490
 DD2490  STATE/COUNTY-  NC/BRUNSWICK
 DD2490  USGS QUAD   -  SOUTHPORT (1990)
 DD2490
 DD2490                         *CURRENT SURVEY CONTROL
 DD2490  ___________________________________________________________________
 DD2490* NAD 83(2001)-  33 55 20.82834(N)    078 04 31.96590(W)     ADJUSTED  
 DD2490* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 DD2490  ___________________________________________________________________
 DD2490  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 DD2490  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 DD2490  HORZ ORDER  -  THIRD
 DD2490
 DD2490.The horizontal coordinates were established by classical geodetic methods
 DD2490.and adjusted by the National Geodetic Survey in August 2005.
 DD2490
 DD2490.The orthometric height was scaled from a topographic map.
 DD2490
 DD2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2490
 DD2490.The geoid height was determined by GEOID03.
 DD2490
 DD2490;                    North         East     Units Scale Factor Converg.
 DD2490;SPC NC       -    19,529.744   695,094.881   MT  1.00013908   +0 32 00.8
 DD2490;SPC NC       -    64,073.84  2,280,490.46   sFT  1.00013908   +0 32 00.8
 DD2490;UTM  17      - 3,757,410.216   770,356.760   MT  1.00050115   +1 37 58.9
 DD2490;UTM  18      - 3,757,818.891   215,670.263   MT  1.00059672   -1 43 03.1
 DD2490
 DD2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2490!SPC NC       -   1.00000555  x   1.00013908  =   1.00014463
 DD2490!UTM  17      -   1.00000555  x   1.00050115  =   1.00050670
 DD2490!UTM  18      -   1.00000555  x   1.00059672  =   1.00060227
 DD2490
 DD2490                          SUPERSEDED SURVEY CONTROL
 DD2490
 DD2490  NAD 83(1986)-  33 55 20.83886(N)    078 04 31.97564(W) AD(       ) 3
 DD2490  NAD 27      -  33 55 20.21100(N)    078 04 33.00500(W) AD(       ) 3
 DD2490
 DD2490.Superseded values are not recommended for survey control.
 DD2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2490.See file dsdata.txt to determine how the superseded data were derived.
 DD2490
 DD2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7035757410(NAD 83)
 DD2490_MARKER: Z = SEE DESCRIPTION
 DD2490_SETTING: 0 = UNSPECIFIED SETTING
 DD2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2490
 DD2490  HISTORY     - Date     Condition        Report By
 DD2490  HISTORY     - 1933     MONUMENTED       USE
 DD2490  HISTORY     - 20010629 MARK NOT FOUND   USPSQD
 DD2490  HISTORY     - 20040208 MARK NOT FOUND   USPSQD
 DD2490  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 DD2490
 DD2490                          STATION DESCRIPTION
 DD2490
 DD2490'DESCRIBED BY US ENGINEERS 1933 (JAB)
 DD2490'THIS STATION IS A U.S.E. BASE LINE MONUMENT LOCATED ALONG THE
 DD2490'INTRACOASTAL WATERWAY BETWEEN CAPE FEAR RIVER AND LITTLE RIVER
 DD2490'INLET.
 DD2490
 DD2490                          STATION RECOVERY (2001)
 DD2490
 DD2490'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD2490'SEARCHED BETWEEN TWO BRIDGE APPROACHES.  NO WP HERE.
 DD2490
 DD2490                          STATION RECOVERY (2004)
 DD2490
 DD2490'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2490'MARK NOT FOUND.
 DD2490
 DD2490                          STATION RECOVERY (2005)
 DD2490
 DD2490'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9287 ***********************************************************************
 AH9287  DESIGNATION -  1 3
 AH9287  PID         -  AH9287
 AH9287  STATE/COUNTY-  NC/DARE
 AH9287  USGS QUAD   -  MANTEO (1983)
 AH9287
 AH9287                         *CURRENT SURVEY CONTROL
 AH9287  ___________________________________________________________________
 AH9287* NAD 83(2007)-  35 53 17.12840(N)    075 39 33.54228(W)     ADJUSTED  
 AH9287* NAVD 88     -         0.645  (meters)       2.12   (feet)  ADJUSTED  
 AH9287  ___________________________________________________________________
 AH9287  EPOCH DATE  -        2002.00
 AH9287  X           -   1,281,348.374 (meters)                     COMP
 AH9287  Y           -  -5,012,058.402 (meters)                     COMP
 AH9287  Z           -   3,718,116.374 (meters)                     COMP
 AH9287  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH9287  ELLIP HEIGHT-         -38.346 (meters)          (02/10/07) ADJUSTED
 AH9287  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9287  DYNAMIC HT  -           0.644 (meters)       2.11  (feet)  COMP
 AH9287
 AH9287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9287  Type    PID    Designation                      North   East  Ellip
 AH9287  -------------------------------------------------------------------
 AH9287  NETWORK AH9287 1 3                               0.43   0.41   1.80
 AH9287  -------------------------------------------------------------------
 AH9287  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 AH9287
 AH9287  VERT ORDER  -  THIRD
 AH9287
 AH9287.The horizontal coordinates were established by GPS observations
 AH9287.and adjusted by the National Geodetic Survey in February 2007.
 AH9287
 AH9287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9287.The horizontal coordinates are valid at the epoch date displayed above.
 AH9287.The epoch date for horizontal control is a decimal equivalence
 AH9287.of Year/Month/Day.
 AH9287
 AH9287.The orthometric height was determined by differential leveling
 AH9287.and adjusted in May 2000.
 AH9287
 AH9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9287
 AH9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9287
 AH9287.The ellipsoidal height was determined by GPS observations
 AH9287.and is referenced to NAD 83.
 AH9287
 AH9287.The geoid height was determined by GEOID03.
 AH9287
 AH9287.The dynamic height is computed by dividing the NAVD 88
 AH9287.geopotential number by the normal gravity value computed on the
 AH9287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9287.degrees latitude (g = 980.6199 gals.).
 AH9287
 AH9287.The modeled gravity was interpolated from observed gravity values.
 AH9287
 AH9287;                    North         East     Units Scale Factor Converg.
 AH9287;SPC NC       -   242,258.753   911,157.684   MT  0.99993415   +1 55 41.3
 AH9287;SPC NC       -   794,810.59  2,989,356.50   sFT  0.99993415   +1 55 41.3
 AH9287;UTM  18      - 3,971,736.960   440,493.044   MT  0.99964363   -0 23 11.4
 AH9287
 AH9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9287!SPC NC       -   1.00000602  x   0.99993415  =   0.99994017
 AH9287!UTM  18      -   1.00000602  x   0.99964363  =   0.99964965
 AH9287
 AH9287:                Primary Azimuth Mark                     Grid Az
 AH9287:SPC NC       -  1 2                                      316 30 00.1
 AH9287:UTM  18      -  1 2                                      318 48 52.8
 AH9287
 AH9287|---------------------------------------------------------------------|
 AH9287| PID    Reference Object                     Distance      Geod. Az  |
 AH9287|                                                           dddmmss.s |
 AH9287| AH9282 1 2                                 464.475 METERS 3182541.4 |
 AH9287|---------------------------------------------------------------------|
 AH9287
 AH9287                          SUPERSEDED SURVEY CONTROL
 AH9287
 AH9287  NAD 83(2001)-  35 53 17.12872(N)    075 39 33.54164(W) AD(       ) 1
 AH9287  ELLIP H (03/13/03)  -38.341  (m)                       GP(       ) 4 2
 AH9287  NAD 83(1986)-  35 53 17.14603(N)    075 39 33.55008(W) AD(       ) 1
 AH9287  NAVD 88 (05/25/99)    0.65   (m)            2.1    (f) LEVELING    3  
 AH9287
 AH9287.Superseded values are not recommended for survey control.
 AH9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9287.See file dsdata.txt to determine how the superseded data were derived.
 AH9287
 AH9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4049371737(NAD 83)
 AH9287_MARKER: Z = SEE DESCRIPTION
 AH9287_SETTING: 0 = UNSPECIFIED SETTING
 AH9287_STAMPING: 1-3 1/93
 AH9287_MARK LOGO: NCDOT 
 AH9287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9287+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1994
 AH9287
 AH9287  HISTORY     - Date     Condition        Report By
 AH9287  HISTORY     - 1993     MONUMENTED       NCDOT
 AH9287  HISTORY     - 19941221 GOOD             NCGS
 AH9287
 AH9287                          STATION DESCRIPTION
 AH9287
 AH9287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9287'STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO. PROCEED ALONG NC 345
 AH9287'FOR 0.15 MI (0.24 KM) (FROM US 64/264) TO THE STATION ON THE LEFT, IN
 AH9287'A WIDE SHOULDER, ACROSS NC 345 FROM THE DARE COUNTY WATER TREATMENT
 AH9287'PLANT. THE STATION IS A 5/8-INCH X 24-INCH REBAR WITH A ALUMINUM CAP,
 AH9287'SET IN A 12-INCH CONCRETE COLLAR, AND MARKED NORTH CAROLINA DEPARTMENT
 AH9287'OF TRANSPORTATION GPS MONUMENT, STAMPED---1-3 1/93---. MARK IS ABOUT
 AH9287'1-FOOT LOWER THAN NC 345, AND IS RECESSED 12 INCHES BELOW THE GROUND.
 AH9287'LOCATED 20.2 FT (6.2 M) EAST-NORTHEAST OF THE CENTERLINE OF NC 345,
 AH9287'108.0 FT (32.9 M) NORTH OF A WATER TREATMENT PLANT SIGN ACROSS NC 345,
 AH9287'128.5 FT (39.2 M) SOUTHEAST OF A TELEPHONE PEDESTAL /POST ACROSS NC
 AH9287'345 WITH REFERENCE TAG, 18.2 FT (5.5 M) SOUTHWEST OF A 6-INCH PINE
 AH9287'WITH REFERENCE TAG, 129.0 FT (39.3 M) NORTH-NORTHWEST OF THE
 AH9287'CENTERLINE INTERSECTION OF NC 345 AND WATER TREATMENT PLANT ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9447 ***********************************************************************
 AF9447  DESIGNATION -  1 AFK
 AF9447  PID         -  AF9447
 AF9447  STATE/COUNTY-  NC/STOKES
 AF9447  USGS QUAD   -  NETTLERIDGE (1982)
 AF9447
 AF9447                         *CURRENT SURVEY CONTROL
 AF9447  ___________________________________________________________________
 AF9447* NAD 83(2001)-  36 32 37.49274(N)    080 13 31.54556(W)     ADJUSTED  
 AF9447* NAVD 88     -       369.48   (+/-2cm)    1212.2    (feet)  VERTCON   
 AF9447  ___________________________________________________________________
 AF9447  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AF9447  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AF9447  HORZ ORDER  -  SECOND
 AF9447  VERT ORDER  -  THIRD (See Below)
 AF9447
 AF9447.The horizontal coordinates were established by classical geodetic methods
 AF9447.and adjusted by the National Geodetic Survey in August 2005.
 AF9447
 AF9447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9447.The vertical order pertains to the NGVD 29 superseded value.
 AF9447
 AF9447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9447
 AF9447.The geoid height was determined by GEOID03.
 AF9447
 AF9447;                    North         East     Units Scale Factor Converg.
 AF9447;SPC NC       -   310,616.621   499,864.292   MT  1.00012710   -0 42 26.2
 AF9447;SPC NC       - 1,019,081.36  1,639,971.43   sFT  1.00012710   -0 42 26.2
 AF9447;UTM  17      - 4,044,539.840   569,328.460   MT  0.99965922   +0 27 40.4
 AF9447
 AF9447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9447!SPC NC       -   0.99994718  x   1.00012710  =   1.00007428
 AF9447!UTM  17      -   0.99994718  x   0.99965922  =   0.99960642
 AF9447
 AF9447                          SUPERSEDED SURVEY CONTROL
 AF9447
 AF9447  NAD 83(1986)-  36 32 37.50011(N)    080 13 31.55164(W) AD(       ) 2
 AF9447  NGVD 29 (07/20/98)  369.65   (m)         1212.8    (f) LEVELING    3  
 AF9447
 AF9447.Superseded values are not recommended for survey control.
 AF9447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9447.See file dsdata.txt to determine how the superseded data were derived.
 AF9447
 AF9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6932844540(NAD 83)
 AF9447_MARKER: DD = SURVEY DISK
 AF9447_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9447_STAMPING: 1 AFK 1961 1213
 AF9447_MARK LOGO: USGS  
 AF9447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9447+STABILITY: SURFACE MOTION
 AF9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9447+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AF9447
 AF9447  HISTORY     - Date     Condition        Report By
 AF9447  HISTORY     - 1961     MONUMENTED       USGS
 AF9447  HISTORY     - 19930224 GOOD             NCGS
 AF9447
 AF9447                          STATION DESCRIPTION
 AF9447
 AF9447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 AF9447'STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF DANBURY AND 7.1 MI
 AF9447'(11.4 KM) SOUTH-SOUTHEAST OF STUART, VA IN COLEMAN COMMUNITY. ALONG NC
 AF9447'AND VA HIGHWAY 8, AT THE NC-VA STATE LINE. MARK IS ABOUT 1 FOOT (0.3
 AF9447'M) HIGHER THAN THE HIGHWAY AND PROJECTING 6 INCHES ABOVE THE GROUND.
 AF9447'LOCATED 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 13.5 FT
 AF9447'(4.1 M) SOUTH OF THE CENTER OF THE GRAVEL DRIVEWAY, 2.5 FT (0.8 M)
 AF9447'EAST OF A METAL POST (NC HISTORICAL SIGN Z 232) AND 0.8 FT (24.4 CM)
 AF9447'SOUTH OF A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1329 ***********************************************************************
 EZ1329  DESIGNATION -  1 BC
 EZ1329  PID         -  EZ1329
 EZ1329  STATE/COUNTY-  NC/CHATHAM
 EZ1329  USGS QUAD   -  FARRINGTON (1993)
 EZ1329
 EZ1329                         *CURRENT SURVEY CONTROL
 EZ1329  ___________________________________________________________________
 EZ1329* NAD 83(1986)-  35 46 12.     (N)    079 05 36.     (W)     SCALED    
 EZ1329* NAVD 88     -       143.946  (meters)     472.26   (feet)  ADJUSTED  
 EZ1329  ___________________________________________________________________
 EZ1329  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 EZ1329  DYNAMIC HT  -         143.826 (meters)     471.87  (feet)  COMP
 EZ1329  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 EZ1329
 EZ1329  VERT ORDER  -  SECOND    CLASS 0
 EZ1329
 EZ1329.The horizontal coordinates were scaled from a topographic map and have
 EZ1329.an estimated accuracy of +/- 6 seconds.
 EZ1329
 EZ1329.The orthometric height was determined by differential leveling
 EZ1329.and adjusted in June 1991.
 EZ1329
 EZ1329.The geoid height was determined by GEOID03.
 EZ1329
 EZ1329.The dynamic height is computed by dividing the NAVD 88
 EZ1329.geopotential number by the normal gravity value computed on the
 EZ1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1329.degrees latitude (g = 980.6199 gals.).
 EZ1329
 EZ1329.The modeled gravity was interpolated from observed gravity values.
 EZ1329
 EZ1329;                    North         East    Units  Estimated Accuracy
 EZ1329;SPC NC       -   224,090.      601,160.      MT  (+/- 180 meters Scaled)
 EZ1329
 EZ1329                          SUPERSEDED SURVEY CONTROL
 EZ1329
 EZ1329  NGVD 29 (??/??/92)  144.186  (m)          473.05   (f) ADJ UNCH    2 0
 EZ1329
 EZ1329.Superseded values are not recommended for survey control.
 EZ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1329.See file dsdata.txt to determine how the superseded data were derived.
 EZ1329
 EZ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV723601(NAD 83)
 EZ1329_MARKER: DD = SURVEY DISK
 EZ1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1329_STAMPING: 1 BC 1946
 EZ1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1329+STABILITY: SURFACE MOTION
 EZ1329
 EZ1329  HISTORY     - Date     Condition        Report By
 EZ1329  HISTORY     - 1946     MONUMENTED       USGS
 EZ1329  HISTORY     - 1973     GOOD             NCGS
 EZ1329
 EZ1329                          STATION DESCRIPTION
 EZ1329
 EZ1329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1329'2.7 MI ESE FROM BYNUM.
 EZ1329'STATION IS LOCATED APPROXIMATELY 5.8 MILES ENE OF PITTSBORO.
 EZ1329'TO REACH STATION FROM INTERSECTION OF U.S. 64 AND SR 1700 AT
 EZ1329'GRIFFINS CROSSROADS, PROCEED NORTH ALONG SR 1700 FOR 2.4 MILES
 EZ1329'TO SR 1711 AND STATION IN SW QUADRANT OF INTERSECTION, AND 1.8
 EZ1329'MILES SOUTH OF INTERSECTION OF U.S. 15-501 AND SR 1700, 31.8 FT
 EZ1329'W OF C/L OF SR 1700, 19.5 FT S OF C/L OF SR 1711 AND 2.9 FT
 EZ1329'NE OF PP 1103 WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ1329'POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0560 ***********************************************************************
 EZ0560  DESIGNATION -  1 DNW
 EZ0560  PID         -  EZ0560
 EZ0560  STATE/COUNTY-  NC/HARNETT
 EZ0560  USGS QUAD   -  LILLINGTON (1987)
 EZ0560
 EZ0560                         *CURRENT SURVEY CONTROL
 EZ0560  ___________________________________________________________________
 EZ0560* NAD 83(1986)-  35 24 22.     (N)    078 48 48.     (W)     SCALED    
 EZ0560* NAVD 88     -        43.675  (meters)     143.29   (feet)  ADJUSTED  
 EZ0560  ___________________________________________________________________
 EZ0560  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 EZ0560  DYNAMIC HT  -          43.636 (meters)     143.16  (feet)  COMP
 EZ0560  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 EZ0560
 EZ0560  VERT ORDER  -  SECOND    CLASS II
 EZ0560
 EZ0560.The horizontal coordinates were scaled from a topographic map and have
 EZ0560.an estimated accuracy of +/- 6 seconds.
 EZ0560
 EZ0560.The orthometric height was determined by differential leveling
 EZ0560.and adjusted in June 1991.
 EZ0560
 EZ0560.The geoid height was determined by GEOID03.
 EZ0560
 EZ0560.The dynamic height is computed by dividing the NAVD 88
 EZ0560.geopotential number by the normal gravity value computed on the
 EZ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0560.degrees latitude (g = 980.6199 gals.).
 EZ0560
 EZ0560.The modeled gravity was interpolated from observed gravity values.
 EZ0560
 EZ0560;                    North         East    Units  Estimated Accuracy
 EZ0560;SPC NC       -   183,730.      626,560.      MT  (+/- 180 meters Scaled)
 EZ0560
 EZ0560                          SUPERSEDED SURVEY CONTROL
 EZ0560
 EZ0560  NGVD 29 (??/??/92)   43.937  (m)          144.15   (f) ADJ UNCH    2 2
 EZ0560
 EZ0560.Superseded values are not recommended for survey control.
 EZ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0560.See file dsdata.txt to determine how the superseded data were derived.
 EZ0560
 EZ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV985202(NAD 83)
 EZ0560_MARKER: DB = BENCH MARK DISK
 EZ0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0560_SP_SET: BRIDGE
 EZ0560_STAMPING: 1 DNW 1960 144
 EZ0560_MARK LOGO: USGS  
 EZ0560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0560+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 EZ0560
 EZ0560  HISTORY     - Date     Condition        Report By
 EZ0560  HISTORY     - 1960     MONUMENTED       USGS
 EZ0560  HISTORY     - 1974     GOOD             NCGS
 EZ0560  HISTORY     - 19970305 GOOD             USPSQD
 EZ0560  HISTORY     - 20020930 GOOD             NCGS
 EZ0560
 EZ0560                          STATION DESCRIPTION
 EZ0560
 EZ0560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0560'AT LILLINGTON.
 EZ0560'STATION IS LOCATED IN THE SE CORNER OF THE SOUTH BOUND BRIDGE OF
 EZ0560'U.S. 421, 401, NC 210 AND 27 OVER THE CAPE FEAR RIVER, APPROXIMATELY
 EZ0560'1 FOOT NORTH OF THE SOUTH END OF THE EAST WHEEL GUARD.  DISK IS
 EZ0560'SET FLUSH IN CONCRETE BRIDGE WHEEL GUARD.  TBM 14 REFERENCE MARK IS
 EZ0560'A CHISELED SQUARE AT THE NE CORNER OF THE SOUTH BOUND LANE BRIDGE
 EZ0560'AT THE NE CORNER OF THE SOUTH BOUND LANE BRIDGE IN THE NORTH
 EZ0560'END OF THE EAST WHEEL GUARD.
 EZ0560
 EZ0560                          STATION RECOVERY (1997)
 EZ0560
 EZ0560'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ0560'RECOVERED IN GOOD CONDITION.
 EZ0560
 EZ0560                          STATION RECOVERY (2002)
 EZ0560
 EZ0560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WIL)
 EZ0560'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 EZ0560'MARK IS ABOUT 0.75 FT (22.86 CM) HIGHER THAN THE BRIDGE FLOOR AND 1.3
 EZ0560'FT (0.4 M) NORTH OF THE SOUTH END OF THE EAST WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1382 ***********************************************************************
 EZ1382  DESIGNATION -  1 DRD
 EZ1382  PID         -  EZ1382
 EZ1382  STATE/COUNTY-  NC/CHATHAM
 EZ1382  USGS QUAD   -  MONCURE (1993)
 EZ1382
 EZ1382                         *CURRENT SURVEY CONTROL
 EZ1382  ___________________________________________________________________
 EZ1382* NAD 83(1986)-  35 35 47.     (N)    079 02 38.     (W)     SCALED    
 EZ1382* NAVD 88     -        52.850  (meters)     173.39   (feet)  ADJUSTED  
 EZ1382  ___________________________________________________________________
 EZ1382  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 EZ1382  DYNAMIC HT  -          52.805 (meters)     173.24  (feet)  COMP
 EZ1382  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 EZ1382
 EZ1382  VERT ORDER  -  SECOND    CLASS II
 EZ1382
 EZ1382.The horizontal coordinates were scaled from a topographic map and have
 EZ1382.an estimated accuracy of +/- 6 seconds.
 EZ1382
 EZ1382.The orthometric height was determined by differential leveling
 EZ1382.and adjusted in June 1991.
 EZ1382
 EZ1382.The geoid height was determined by GEOID03.
 EZ1382
 EZ1382.The dynamic height is computed by dividing the NAVD 88
 EZ1382.geopotential number by the normal gravity value computed on the
 EZ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1382.degrees latitude (g = 980.6199 gals.).
 EZ1382
 EZ1382.The modeled gravity was interpolated from observed gravity values.
 EZ1382
 EZ1382;                    North         East    Units  Estimated Accuracy
 EZ1382;SPC NC       -   204,820.      605,620.      MT  (+/- 180 meters Scaled)
 EZ1382
 EZ1382                          SUPERSEDED SURVEY CONTROL
 EZ1382
 EZ1382  NGVD 29 (??/??/92)   53.074  (m)          174.13   (f) ADJ UNCH    2 2
 EZ1382
 EZ1382.Superseded values are not recommended for survey control.
 EZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1382.See file dsdata.txt to determine how the superseded data were derived.
 EZ1382
 EZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV772409(NAD 83)
 EZ1382_MARKER: DD = SURVEY DISK
 EZ1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1382_SP_SET: BRIDGE WALL
 EZ1382_STAMPING: 1 DRD 1960
 EZ1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1382
 EZ1382  HISTORY     - Date     Condition        Report By
 EZ1382  HISTORY     - 1960     MONUMENTED       USGS
 EZ1382  HISTORY     - 1974     GOOD             NCGS
 EZ1382  HISTORY     - 1985     GOOD             USPSQD
 EZ1382  HISTORY     - 20071117 GOOD             GEOCAC
 EZ1382
 EZ1382                          STATION DESCRIPTION
 EZ1382
 EZ1382'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1382'2.7 MI SE FROM MONCURE.
 EZ1382'TO REACH STATION FROM THE SR 1011 (OLD U.S. 1) BRIDGE OVER THE
 EZ1382'HAW RIVER EAST OF MONCURE, PROCEED EAST ALONG SR 1011 FOR 0.50
 EZ1382'MILE TO THE INTERSECTION WITH SR 1916, TURN RIGHT AND CONTINUE
 EZ1382'SOUTH ALONG SR 1916 FOR 1.35 MILES TO BRIDGE OVER SHADDOX CREEK,
 EZ1382'AND STATION IN CONCRETE RETAINING WALL AT SE CORNER OF BRIDGE,
 EZ1382'13.2 FT ENE OF C/L OF SR 1916, 1.8 FT NORTH OF SOUTH END OF EAST
 EZ1382'BRIDGE RAIL, 27.2 FT WSW OF PP 10 WITH ALUMINUM REF. TAG, AND
 EZ1382'17.5 FT NORTH OF REFLECTOR POST WITH ALUMINUM REF. TAG.  DISK
 EZ1382'IS SET FLUSH IN DRILL HOLE IN CONCRETE RETAINING WALL.
 EZ1382
 EZ1382                          STATION RECOVERY (1985)
 EZ1382
 EZ1382'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1382'RECOVERED IN GOOD CONDITION.
 EZ1382
 EZ1382                          STATION RECOVERY (2007)
 EZ1382
 EZ1382'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ1382'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0602 ***********************************************************************
 FX0602  DESIGNATION -  1 ECCS
 FX0602  PID         -  FX0602
 FX0602  STATE/COUNTY-  NC/PASQUOTANK
 FX0602  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0602
 FX0602                         *CURRENT SURVEY CONTROL
 FX0602  ___________________________________________________________________
 FX0602* NAD 83(1986)-  36 18 04.     (N)    076 13 19.     (W)     SCALED    
 FX0602* NAVD 88     -         0.755  (meters)       2.48   (feet)  ADJUSTED  
 FX0602  ___________________________________________________________________
 FX0602  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 FX0602  DYNAMIC HT  -           0.754 (meters)       2.47  (feet)  COMP
 FX0602  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FX0602
 FX0602  VERT ORDER  -  FIRST     CLASS I
 FX0602
 FX0602.The horizontal coordinates were scaled from a topographic map and have
 FX0602.an estimated accuracy of +/- 6 seconds.
 FX0602
 FX0602.The orthometric height was determined by differential leveling
 FX0602.and adjusted in June 1991.
 FX0602
 FX0602.The geoid height was determined by GEOID03.
 FX0602
 FX0602.The dynamic height is computed by dividing the NAVD 88
 FX0602.geopotential number by the normal gravity value computed on the
 FX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0602.degrees latitude (g = 980.6199 gals.).
 FX0602
 FX0602.The modeled gravity was interpolated from observed gravity values.
 FX0602
 FX0602;                    North         East    Units  Estimated Accuracy
 FX0602;SPC NC       -   286,500.      859,100.      MT  (+/- 180 meters Scaled)
 FX0602
 FX0602                          SUPERSEDED SURVEY CONTROL
 FX0602
 FX0602  NGVD 29 (??/??/92)    1.03   (m)            3.4    (f) COMPUTED    1 1
 FX0602
 FX0602.Superseded values are not recommended for survey control.
 FX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0602.See file dsdata.txt to determine how the superseded data were derived.
 FX0602
 FX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF902180(NAD 83)
 FX0602_MARKER: DD = SURVEY DISK
 FX0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0602_STAMPING: NO 1 1953
 FX0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0602+STABILITY: SURFACE MOTION
 FX0602
 FX0602  HISTORY     - Date     Condition        Report By
 FX0602  HISTORY     - 1953     MONUMENTED       NC1460
 FX0602  HISTORY     - 1963     GOOD             NGS
 FX0602
 FX0602                          STATION DESCRIPTION
 FX0602
 FX0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0602'AT ELIZABETH CITY.
 FX0602'AT ELIZABETH CITY, IN THE NORTHWEST QUARTER OF THE INTERSECTION
 FX0602'OF EAST CHURCH STREET AND POINDEXTER STREET, 19.5 FEET WEST OF
 FX0602'CENTER LINE OF POINDEXTER STREET, 19.5 FEET NORTH OF CENTER LINE
 FX0602'OF EAST CHURCH STREET, 3 FEET WEST OF A POWER POLE, 12 FEET
 FX0602'SOUTHEAST OF SOUTHEAST CORNER OF THE CADER HARRIS AND SON BUILDING,
 FX0602'AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW SIDEWALK
 FX0602'SURFACE ACCESS TO WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1516 ***********************************************************************
 FA1516  DESIGNATION -  1 JMS 13
 FA1516  PID         -  FA1516
 FA1516  STATE/COUNTY-  NC/LINCOLN
 FA1516  USGS QUAD   -  MAIDEN (1993)
 FA1516
 FA1516                         *CURRENT SURVEY CONTROL
 FA1516  ___________________________________________________________________
 FA1516* NAD 83(1986)-  35 31 40.     (N)    081 13 22.     (W)     SCALED    
 FA1516* NAVD 88     -       288.287  (meters)     945.82   (feet)  ADJUSTED  
 FA1516  ___________________________________________________________________
 FA1516  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA1516  DYNAMIC HT  -         288.015 (meters)     944.93  (feet)  COMP
 FA1516  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FA1516
 FA1516  VERT ORDER  -  FIRST     CLASS II
 FA1516
 FA1516.The horizontal coordinates were scaled from a topographic map and have
 FA1516.an estimated accuracy of +/- 6 seconds.
 FA1516
 FA1516.The orthometric height was determined by differential leveling
 FA1516.and adjusted in June 1991.
 FA1516
 FA1516.The geoid height was determined by GEOID03.
 FA1516
 FA1516.The dynamic height is computed by dividing the NAVD 88
 FA1516.geopotential number by the normal gravity value computed on the
 FA1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1516.degrees latitude (g = 980.6199 gals.).
 FA1516
 FA1516.The modeled gravity was interpolated from observed gravity values.
 FA1516
 FA1516;                    North         East    Units  Estimated Accuracy
 FA1516;SPC NC       -   199,470.      408,040.      MT  (+/- 180 meters Scaled)
 FA1516
 FA1516                          SUPERSEDED SURVEY CONTROL
 FA1516
 FA1516.No superseded survey control is available for this station.
 FA1516
 FA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV798315(NAD 83)
 FA1516_MARKER: DE = TRAVERSE STATION DISK
 FA1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1516_SP_SET: CONCRETE POST
 FA1516_STAMPING: 1 JMS 13 1977
 FA1516_MARK LOGO: NCDOT 
 FA1516_PROJECTION: RECESSED 8 CENTIMETERS
 FA1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1516+STABILITY: SURFACE MOTION
 FA1516
 FA1516  HISTORY     - Date     Condition        Report By
 FA1516  HISTORY     - 1977     MONUMENTED       NCDOT
 FA1516  HISTORY     - 1982     GOOD             NGS
 FA1516  HISTORY     - 1987     GOOD             USPSQD
 FA1516  HISTORY     - 19960316 MARK NOT FOUND   USPSQD
 FA1516  HISTORY     - 19990313 MARK NOT FOUND   USPSQD
 FA1516
 FA1516                          STATION DESCRIPTION
 FA1516
 FA1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FA1516'5.5 KM (3.4 MI) SOUTH FROM MAIDEN.
 FA1516'LOCATED ALONG US 321, 6.0 KM (3.75 MI) SOUTHWEST OF THE INTERSECTION
 FA1516'WITH SR 1810 IN MAIDEN, OR 6.1 KM (3.8 MI) NORTH-NORTHEAST OF
 FA1516'INTERSECTION WITH NC 150 (MAIN STREET) IN LINCOLNTON, IN THE NORTHWEST
 FA1516'CORNER OF NORTH 321 VOLUNTEER FIRE DEPARTMENT PARKING LOT, AND 0.2 KM
 FA1516'(0.15 MI) SOUTHWEST OF INTERSECTION WITH SR 1339, 12.80 METERS
 FA1516'(42.0 FT) SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 1.07 METERS
 FA1516'(3.5 FT) SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG AND
 FA1516'46.63 METERS (153.0 FT) NORTH-NORTHEAST OF NORTH CORNER OF FIRE
 FA1516'STATION.
 FA1516'THE MARK IS 1 FT BELOW HIGHWAY.
 FA1516
 FA1516                          STATION RECOVERY (1987)
 FA1516
 FA1516'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA1516'RECOVERED IN GOOD CONDITION.
 FA1516
 FA1516                          STATION RECOVERY (1996)
 FA1516
 FA1516'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1516'MARK NOT FOUND.
 FA1516
 FA1516                          STATION RECOVERY (1999)
 FA1516
 FA1516'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6531 ***********************************************************************
 AI6531  DESIGNATION -  1 JS 1
 AI6531  PID         -  AI6531
 AI6531  STATE/COUNTY-  NC/MITCHELL
 AI6531  USGS QUAD   -  SPRUCE PINE (1994)
 AI6531
 AI6531                         *CURRENT SURVEY CONTROL
 AI6531  ___________________________________________________________________
 AI6531* NAD 83(2007)-  35 54 55.35918(N)    082 04 02.57275(W)     ADJUSTED  
 AI6531* NAVD 88     -       780.30   (meters)    2560.0    (feet)  LEVELING  
 AI6531  ___________________________________________________________________
 AI6531  EPOCH DATE  -        2002.00
 AI6531  X           -     713,796.025 (meters)                     COMP
 AI6531  Y           -  -5,122,627.511 (meters)                     COMP
 AI6531  Z           -   3,721,030.955 (meters)                     COMP
 AI6531  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 AI6531  ELLIP HEIGHT-         749.523 (meters)          (02/10/07) ADJUSTED
 AI6531  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AI6531
 AI6531  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6531  Type    PID    Designation                      North   East  Ellip
 AI6531  -------------------------------------------------------------------
 AI6531  NETWORK AI6531 1 JS 1                            1.47   1.22   2.14
 AI6531  -------------------------------------------------------------------
 AI6531  VERT ORDER  -  THIRD
 AI6531
 AI6531.The horizontal coordinates were established by GPS observations
 AI6531.and adjusted by the National Geodetic Survey in February 2007.
 AI6531
 AI6531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6531.The horizontal coordinates are valid at the epoch date displayed above.
 AI6531.The epoch date for horizontal control is a decimal equivalence
 AI6531.of Year/Month/Day.
 AI6531
 AI6531.The orthometric height was determined by differential leveling.
 AI6531.The vertical network tie was performed by a horz. field party for horz.
 AI6531.obs reductions. Reset procedures were used to establish the elevation.
 AI6531
 AI6531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6531
 AI6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6531
 AI6531.The ellipsoidal height was determined by GPS observations
 AI6531.and is referenced to NAD 83.
 AI6531
 AI6531.The geoid height was determined by GEOID03.
 AI6531
 AI6531;                    North         East     Units Scale Factor Converg.
 AI6531;SPC NC       -   244,488.461   332,800.430   MT  0.99993955   -1 46 13.4
 AI6531;SPC NC       -   802,125.89  1,091,862.74   sFT  0.99993955   -1 46 13.4
 AI6531;UTM  17      - 3,975,088.888   403,695.036   MT  0.99971428   -0 37 34.2
 AI6531
 AI6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6531!SPC NC       -   0.99988238  x   0.99993955  =   0.99982193
 AI6531!UTM  17      -   0.99988238  x   0.99971428  =   0.99959669
 AI6531
 AI6531                          SUPERSEDED SURVEY CONTROL
 AI6531
 AI6531  NAD 83(2001)-  35 54 55.35939(N)    082 04 02.57260(W) AD(       ) 1
 AI6531  ELLIP H (03/13/03)  749.532  (m)                       GP(       ) 4 2
 AI6531  NAD 83(1986)-  35 54 55.36844(N)    082 04 02.57652(W) AD(       ) 1
 AI6531
 AI6531.Superseded values are not recommended for survey control.
 AI6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6531.See file dsdata.txt to determine how the superseded data were derived.
 AI6531
 AI6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0369575089(NAD 83)
 AI6531_MARKER: DD = SURVEY DISK
 AI6531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6531_SP_SET: CONCRETE SIDEWALK
 AI6531_STAMPING: 1 JS 1 2560.21 1960
 AI6531_MARK LOGO: NCSHC 
 AI6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6531+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 AI6531
 AI6531  HISTORY     - Date     Condition        Report By
 AI6531  HISTORY     - 1960     MONUMENTED       NCSHC
 AI6531  HISTORY     - 19990405 GOOD             NCGS
 AI6531
 AI6531                          STATION DESCRIPTION
 AI6531
 AI6531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 AI6531'STATION IS LOCATED IN SPRUCE PINE.  ALONG SR 1275-OAK STREET FOR 0.35
 AI6531'MI (0.56 KM) SOUTHEAST FROM NC 226, (AT THE NORTH END OF BRIDGE OVER
 AI6531'NORTH TOE RIVER IN SPRUCE PINE) TO STATION NEAR THE OAK BUILDING.
 AI6531'LOCATED 24.5 FT (7.5 M) SOUTHWEST OF CENTERLINE OF OAK STREET, 39.7 FT
 AI6531'(12.1 M) NORTH OF THE NORTHWEST CORNER OF THE OAK BUILDING, 72.0 FT
 AI6531'(21.9 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE HOWELL AND SPARKS
 AI6531'REALESTATE SIGN BASE, 4.7 FT (1.4 M) NORTHEAST OF A CONCRETE POST--AND
 AI6531'4.5 FT (1.4 M) NORTHWEST OF A POWER POLE, 43.0 FT (13.1 M) SOUTHWEST
 AI6531'OF A POWER POLE WITH A LIGHT--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6539 ***********************************************************************
 AI6539  DESIGNATION -  1 JS 2
 AI6539  PID         -  AI6539
 AI6539  STATE/COUNTY-  NC/MITCHELL
 AI6539  USGS QUAD   -  SPRUCE PINE (1994)
 AI6539
 AI6539                         *CURRENT SURVEY CONTROL
 AI6539  ___________________________________________________________________
 AI6539* NAD 83(2001)-  35 54 59.25269(N)    082 04 09.20956(W)     ADJUSTED  
 AI6539* NAVD 88     -       773.81   (meters)    2538.7    (feet)  LEVELING  
 AI6539  ___________________________________________________________________
 AI6539  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AI6539  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AI6539  HORZ ORDER  -  SECOND
 AI6539  VERT ORDER  -  THIRD
 AI6539
 AI6539.The horizontal coordinates were established by classical geodetic methods
 AI6539.and adjusted by the National Geodetic Survey in August 2005.
 AI6539
 AI6539.The orthometric height was determined by differential leveling.
 AI6539.The vertical network tie was performed by a horz. field party for horz.
 AI6539.obs reductions. Reset procedures were used to establish the elevation.
 AI6539
 AI6539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6539
 AI6539.The geoid height was determined by GEOID03.
 AI6539
 AI6539;                    North         East     Units Scale Factor Converg.
 AI6539;SPC NC       -   244,613.543   332,637.830   MT  0.99993977   -1 46 17.3
 AI6539;SPC NC       -   802,536.27  1,091,329.28   sFT  0.99993977   -1 46 17.3
 AI6539;UTM  17      - 3,975,210.670   403,530.008   MT  0.99971467   -0 37 38.1
 AI6539
 AI6539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6539!SPC NC       -   0.99988340  x   0.99993977  =   0.99982318
 AI6539!UTM  17      -   0.99988340  x   0.99971467  =   0.99959810
 AI6539
 AI6539                          SUPERSEDED SURVEY CONTROL
 AI6539
 AI6539  NAD 83(1986)-  35 54 59.26174(N)    082 04 09.21348(W) AD(       ) 2
 AI6539
 AI6539.Superseded values are not recommended for survey control.
 AI6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6539.See file dsdata.txt to determine how the superseded data were derived.
 AI6539
 AI6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0353075211(NAD 83)
 AI6539_MARKER: DD = SURVEY DISK
 AI6539_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI6539_SP_SET: SET IN SIDEWALK
 AI6539_STAMPING: 1 JS 2 1960
 AI6539_MARK LOGO: NCSHC 
 AI6539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6539+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1994
 AI6539
 AI6539  HISTORY     - Date     Condition        Report By
 AI6539  HISTORY     - 1960     MONUMENTED       NCSHC
 AI6539  HISTORY     - 19940525 GOOD             NCGS
 AI6539
 AI6539                          STATION DESCRIPTION
 AI6539
 AI6539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI6539'STATION IS LOCATED IN SPRUCE PINE.
 AI6539'ALONG SR 1275 (OAK STREET) FOR 0.25 MI (0.40 KM) SOUTHEAST FROM NC
 AI6539'226, (AT THE NORTH END OF BRIDGE OVER NORTH TOE RIVER IN SPRUCE PINE)
 AI6539'TO CRYSTAL STREET AND STATION 21 FEET (6.4 M) NORTH AT CONCRETE WALL.
 AI6539'LOCATED 59.4 FT (18.1 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 AI6539'BUILDING, 1.2 FT (0.4 M) SOUTH-SOUTHWEST OF THE SOUTH END OF WALL, 3.0
 AI6539'FT (0.9 M) WEST OF A FIRE HYDRANT, 5.4 FT (1.6 M) NORTH OF A DROP
 AI6539'INLET GRATE AND 7.3 FT (2.2 M) WEST OF A POWER POLE--WITH REFERENCE
 AI6539'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2442 ***********************************************************************
 EB2442  DESIGNATION -  1 LB 22
 EB2442  PID         -  EB2442
 EB2442  STATE/COUNTY-  NC/SAMPSON
 EB2442  USGS QUAD   -  ROSEBORO (1987)
 EB2442
 EB2442                         *CURRENT SURVEY CONTROL
 EB2442  ___________________________________________________________________
 EB2442* NAD 83(2001)-  34 59 22.31378(N)    078 30 07.55179(W)     ADJUSTED  
 EB2442* NAVD 88     -        46.54   (+/-2cm)     152.7    (feet)  VERTCON   
 EB2442  ___________________________________________________________________
 EB2442  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EB2442  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EB2442  HORZ ORDER  -  SECOND
 EB2442  VERT ORDER  -  THIRD ? (See Below)
 EB2442
 EB2442.The horizontal coordinates were established by classical geodetic methods
 EB2442.and adjusted by the National Geodetic Survey in August 2005.
 EB2442
 EB2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2442.The vertical order pertains to the NGVD 29 superseded value.
 EB2442
 EB2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2442
 EB2442.The geoid height was determined by GEOID03.
 EB2442
 EB2442;                    North         East     Units Scale Factor Converg.
 EB2442;SPC NC       -   137,615.392   655,054.087   MT  0.99988301   +0 17 14.5
 EB2442;SPC NC       -   451,493.17  2,149,123.28   sFT  0.99988301   +0 17 14.5
 EB2442;UTM  17      - 3,874,733.063   727,991.673   MT  1.00024068   +1 25 58.7
 EB2442
 EB2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2442!SPC NC       -   0.99999808  x   0.99988301  =   0.99988109
 EB2442!UTM  17      -   0.99999808  x   1.00024068  =   1.00023876
 EB2442
 EB2442                          SUPERSEDED SURVEY CONTROL
 EB2442
 EB2442  NAD 83(1986)-  34 59 22.31834(N)    078 30 07.56125(W) AD(       ) 2
 EB2442  NAD 27      -  34 59 21.70740(N)    078 30 08.53896(W) AD(       ) 2
 EB2442  NGVD 29 (07/19/86)   46.82   (m)          153.6    (f) LEVELING    3  
 EB2442
 EB2442.Superseded values are not recommended for survey control.
 EB2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2442.See file dsdata.txt to determine how the superseded data were derived.
 EB2442
 EB2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2799274733(NAD 83)
 EB2442_MARKER: DD = SURVEY DISK
 EB2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2442_MARK LOGO: NCDOT 
 EB2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2442+STABILITY: SURFACE MOTION
 EB2442
 EB2442  HISTORY     - Date     Condition        Report By
 EB2442  HISTORY     - 1973     MONUMENTED       NCDOT
 EB2442
 EB2442                          STATION DESCRIPTION
 EB2442
 EB2442'DESCRIBED BY 
NC DOT 1973 (JWC)
 EB2442'1 LB 22 1971 IS A N. C. STATE HIGHWAY COMMISSION DISK SET IN A
 EB2442'CONCRETE CYLINDER, LOCATED 0.2 MILES SE OF STATION LAKEWOOD.  TO REACH
 EB2442'FROM STATION LAKEWOOD, PROCEED SOUTH ALONG NC 242 FOR 0.2 MILES,
 EB2442'THENCE NE ALONG SR 1340 FOR 0.2 MILES TO CURVE AND STATION ON NORTH
 EB2442'SIDE OF ROAD, 30.0 FEET NORTH OF C/L OF SR 1340, 97.1 FEET ENE OF R/R
 EB2442'SPIKE IN 20 INCHES WALNUT, 11.0 FEET WNW OF PP, 21.0 FEET NE OF WEST
 EB2442'END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0043 ***********************************************************************
 EB0043  DESIGNATION -  1 LB 26
 EB0043  PID         -  EB0043
 EB0043  STATE/COUNTY-  NC/SAMPSON
 EB0043  USGS QUAD   -  BONNETSVILLE (1986)
 EB0043
 EB0043                         *CURRENT SURVEY CONTROL
 EB0043  ___________________________________________________________________
 EB0043* NAD 83(2001)-  34 58 58.19556(N)    078 25 01.82808(W)     ADJUSTED  
 EB0043* NAVD 88     -        50.288  (meters)     164.99   (feet)  ADJUSTED  
 EB0043  ___________________________________________________________________
 EB0043  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EB0043  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EB0043  DYNAMIC HT  -          50.243 (meters)     164.84  (feet)  COMP
 EB0043  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 EB0043
 EB0043  HORZ ORDER  -  SECOND
 EB0043  VERT ORDER  -  SECOND    CLASS 0
 EB0043
 EB0043.The horizontal coordinates were established by classical geodetic methods
 EB0043.and adjusted by the National Geodetic Survey in August 2005.
 EB0043
 EB0043.The orthometric height was determined by differential leveling
 EB0043.and adjusted in June 1991.
 EB0043
 EB0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0043
 EB0043.The geoid height was determined by GEOID03.
 EB0043
 EB0043.The dynamic height is computed by dividing the NAVD 88
 EB0043.geopotential number by the normal gravity value computed on the
 EB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0043.degrees latitude (g = 980.6199 gals.).
 EB0043
 EB0043.The modeled gravity was interpolated from observed gravity values.
 EB0043
 EB0043;                    North         East     Units Scale Factor Converg.
 EB0043;SPC NC       -   136,914.446   662,810.903   MT  0.99988354   +0 20 11.0
 EB0043;SPC NC       -   449,193.48  2,174,572.10   sFT  0.99988354   +0 20 11.0
 EB0043;UTM  17      - 3,874,187.101   735,763.900   MT  1.00028511   +1 28 53.4
 EB0043
 EB0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0043!SPC NC       -   0.99999751  x   0.99988354  =   0.99988105
 EB0043!UTM  17      -   0.99999751  x   1.00028511  =   1.00028262
 EB0043
 EB0043                          SUPERSEDED SURVEY CONTROL
 EB0043
 EB0043  NAD 83(1986)-  34 58 58.20469(N)    078 25 01.84072(W) AD(       ) 2
 EB0043  NAD 27      -  34 58 57.59564(N)    078 25 02.83342(W) AD(       ) 2
 EB0043  NGVD 29 (??/??/92)   50.576  (m)          165.93   (f) ADJ UNCH    2 0
 EB0043
 EB0043.Superseded values are not recommended for survey control.
 EB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0043.See file dsdata.txt to determine how the superseded data were derived.
 EB0043
 EB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3576474187(NAD 83)
 EB0043_MARKER: DE = TRAVERSE STATION DISK
 EB0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0043_SP_SET: CONCRETE LANDING
 EB0043_STAMPING: 1 LB 26 1971
 EB0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0043
 EB0043  HISTORY     - Date     Condition        Report By
 EB0043  HISTORY     - 1971     MONUMENTED       NCHPWC
 EB0043  HISTORY     - 1973     GOOD             NCDOT
 EB0043
 EB0043                          STATION DESCRIPTION
 EB0043
 EB0043'DESCRIBED BY NC HWY AND P W COMM 1971
 EB0043'5.5 MI W FROM CLINTON.
 EB0043'STATION IS ABOUT HALF-WAY BETWEEN CLINTON AND ROSEBORO, AT THE
 EB0043'SMALL COMMUNITY OF CONCORD (POSTED), AND IN THE NE QUADRANT OF
 EB0043'INTERSECTION OF NC 24 AND SR 1240, 88.8 FT NW OF C/L OF NC 24,
 EB0043'61.5 FT NE OF C/L OF SR 1240, 11.8 FT SSW OF ALUMINUM REF. TAG ON
 EB0043'16 INCH OAK, 54.2 FT SW OF ALUMINUM REF. TAG ON LIGHT POLE AND 49.3
 EB0043'FT SSW OF A GRANITE MEMORIAL MONUMENT TO FLEET COOPER.  DISK IS
 EB0043'SET IN CONCRETE 3 INCHES BELOW THE GROUND.
 EB0043
 EB0043                          STATION RECOVERY (1973)
 EB0043
 EB0043'RECOVERY NOTE BY 
NC DOT 1973
 EB0043'STATION IS IN THE VICINITY OF CLINTON, NORTH CAROLINA.
 EB0043'
 EB0043'1 LB 26 IS A NCSHC PRECAST MONUMENT 45.8 FEET N OF STATION CONCORD,
 EB0043'88.8 FEET NW OF C/L OF NC 24, 61.5 FEET NE OF C/L OF SR 1240, 11.8
 EB0043'FEET SSW OF 16 INCHES OAK WITH ALUMINUM REF. TAG, 49.3 FEET N OF
 EB0043'GRANITE MEMORIAL AND 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB0043'
 EB0043'STATION CONCORD IS LOCATED APPROXIMATELY 5.4 MILES W OF CLINTON
 EB0043'AND 5.7 MILES ENE OF ROSEBORO.  TO REACH STATION FROM NC 24 UNDERPASS
 EB0043'OF US 421 AT CLINTON, PROCEED WEST ALONG NC 24 FOR 4.9 MILES TO
 EB0043'INTERSECTION WITH SR 1240 AT CONCORD AND MARK IN THE NORTHEAST
 EB0043'QUADRANT ON NORTH SIDE OF THE COOPER GRANITE MEMORIAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0125 ***********************************************************************
 EB0125  DESIGNATION -  1 LB 32
 EB0125  PID         -  EB0125
 EB0125  STATE/COUNTY-  NC/SAMPSON
 EB0125  USGS QUAD   -  CLINTON SOUTH (1986)
 EB0125
 EB0125                         *CURRENT SURVEY CONTROL
 EB0125  ___________________________________________________________________
 EB0125* NAD 83(2001)-  34 57 13.77553(N)    078 18 56.49188(W)     ADJUSTED  
 EB0125* NAVD 88     -        47.282  (meters)     155.12   (feet)  ADJUSTED  
 EB0125  ___________________________________________________________________
 EB0125  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EB0125  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EB0125  DYNAMIC HT  -          47.239 (meters)     154.98  (feet)  COMP
 EB0125  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 EB0125
 EB0125  HORZ ORDER  -  SECOND
 EB0125  VERT ORDER  -  SECOND    CLASS II
 EB0125
 EB0125.The horizontal coordinates were established by classical geodetic methods
 EB0125.and adjusted by the National Geodetic Survey in August 2005.
 EB0125
 EB0125.The orthometric height was determined by differential leveling
 EB0125.and adjusted in June 1991.
 EB0125
 EB0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0125
 EB0125.The geoid height was determined by GEOID03.
 EB0125
 EB0125.The dynamic height is computed by dividing the NAVD 88
 EB0125.geopotential number by the normal gravity value computed on the
 EB0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0125.degrees latitude (g = 980.6199 gals.).
 EB0125
 EB0125.The modeled gravity was interpolated from observed gravity values.
 EB0125
 EB0125;                    North         East     Units Scale Factor Converg.
 EB0125;SPC NC       -   133,756.147   672,097.880   MT  0.99988603   +0 23 41.9
 EB0125;SPC NC       -   438,831.63  2,205,041.13   sFT  0.99988603   +0 23 41.9
 EB0125;UTM  17      - 3,871,213.642   745,116.103   MT  1.00034056   +1 32 19.1
 EB0125
 EB0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0125!SPC NC       -   0.99999804  x   0.99988603  =   0.99988407
 EB0125!UTM  17      -   0.99999804  x   1.00034056  =   1.00033860
 EB0125
 EB0125:                Primary Azimuth Mark                     Grid Az
 EB0125:SPC NC       -  PEARSON                                  213 02 47.8
 EB0125:UTM  17      -  PEARSON                                  211 54 10.6
 EB0125
 EB0125|---------------------------------------------------------------------|
 EB0125| PID    Reference Object                     Distance      Geod. Az  |
 EB0125|                                                           dddmmss.s |
 EB0125| EB0126 PEARSON                             420.582 METERS 2132629.7 |
 EB0125|---------------------------------------------------------------------|
 EB0125
 EB0125                          SUPERSEDED SURVEY CONTROL
 EB0125
 EB0125  NAD 83(1986)-  34 57 13.78668(N)    078 18 56.50561(W) AD(       ) 2
 EB0125  NAD 27      -  34 57 13.18384(N)    078 18 57.51021(W) AD(       ) 2
 EB0125  NGVD 29 (??/??/92)   47.568  (m)          156.06   (f) ADJ UNCH    2 2
 EB0125
 EB0125.Superseded values are not recommended for survey control.
 EB0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0125.See file dsdata.txt to determine how the superseded data were derived.
 EB0125
 EB0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4511671214(NAD 83)
 EB0125_MARKER: DE = TRAVERSE STATION DISK
 EB0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0125_SP_SET: MONUMENT
 EB0125_STAMPING: 1 LB 32 1971
 EB0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0125
 EB0125  HISTORY     - Date     Condition        Report By
 EB0125  HISTORY     - 1971     MONUMENTED       NCDOT
 EB0125  HISTORY     - 1974     GOOD             NCGS
 EB0125
 EB0125                          STATION DESCRIPTION
 EB0125
 EB0125'DESCRIBED BY 
NC DOT 1971 (JWC)
 EB0125'1 LB 32 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0125'THE VICINITY OF CLINTON, NORTH CAROLINA.
 EB0125'
 EB0125'1 LB 32 IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF CLINTON AND 12.4
 EB0125'MILES NNE OF GARLAND.  TO REACH STATION FROM US 701 BRIDGE OVER US
 EB0125'421 SOUTH OF CLINTON, PROCEED SOUTHWEST ALONG US 701 FOR 1.0 MILE TO
 EB0125'STATION ON RIGHT BY A POWER POLE, 0.45 MILE NORTHEAST OF
 EB0125'INTERSECTION WITH SR 1224 WEST, AND APPROXIMATELY 125 FEET NNW OF
 EB0125'NORTHWEST CORNER OF A TWO STORY FRAME RESIDENCE.
 EB0125'
 EB0125'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISSION DISK, STAMPED 1
 EB0125'LB 32, SET IN A PRECAST MONUMENT, AND IS 3 INCHES BELOW THE GROUND.
 EB0125'
 EB0125'MARK IS
 EB0125'
 EB0125'32.0 FEET NW OF C/L OF US 701.
 EB0125'2.2 FEET SSW OF PP NO. 9484-2 WITH ALUMINUM REF. TAG.
 EB0125'88.2 FEET WNW OF 24 INCH OAK WITH ALUMINUM REF. TAG.
 EB0125'70.4 FEET NNW OF POST 3 FEET HIGH ON SW SIDE OF N DRIVE.
 EB0125
 EB0125                          STATION RECOVERY (1974)
 EB0125
 EB0125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0125'3 MI S FROM CLINTON.
 EB0125'TO REACH STATION FROM US 701 BRIDGE OVER US 421 SOUTH OF CLINTON,
 EB0125'PROCEED SOUTHWEST ALONG US 701 FOR 1.0 MILE TO STATION ON RIGHT BY
 EB0125'A POWER POLE, 0.45 MILE NORTHEAST OF INTERSECTION WITH SR 1224
 EB0125'WEST, AND APPROXIMATELY 125 FT NNW OF NORTHWEST CORNER OF A
 EB0125'TWO STORY FRAME RESIDENCE, 32.0 FT NW OF C/L OF US 701, 2.2 FT
 EB0125'SSW OF PP 9484-2 W/ALUMINUM REF. TAG, 88.2 FT WNW OF 24 IN OAK
 EB0125'W/ALUMINUM REF. TAG, AND 70.4 FT NNW OF POST 3 FT HIGH ON SW SIDE
 EB0125'OF N DRIVE.  DISK IS SET IN PRECAST MONUMENT, 3 INCHES BELOW THE
 EB0125'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0124 ***********************************************************************
 EB0124  DESIGNATION -  1 LB 33
 EB0124  PID         -  EB0124
 EB0124  STATE/COUNTY-  NC/SAMPSON
 EB0124  USGS QUAD   -  CLINTON SOUTH (1986)
 EB0124
 EB0124                         *CURRENT SURVEY CONTROL
 EB0124  ___________________________________________________________________
 EB0124* NAD 83(2001)-  34 57 34.13642(N)    078 18 33.44439(W)     ADJUSTED  
 EB0124* NAVD 88     -        46.076  (meters)     151.17   (feet)  ADJUSTED  
 EB0124  ___________________________________________________________________
 EB0124  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 EB0124  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EB0124  DYNAMIC HT  -          46.034 (meters)     151.03  (feet)  COMP
 EB0124  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 EB0124
 EB0124  HORZ ORDER  -  SECOND
 EB0124  VERT ORDER  -  SECOND    CLASS II
 EB0124
 EB0124.The horizontal coordinates were established by classical geodetic methods
 EB0124.and adjusted by the National Geodetic Survey in August 2005.
 EB0124
 EB0124.The orthometric height was determined by differential leveling
 EB0124.and adjusted in June 1991.
 EB0124
 EB0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0124
 EB0124.The geoid height was determined by GEOID03.
 EB0124
 EB0124.The dynamic height is computed by dividing the NAVD 88
 EB0124.geopotential number by the normal gravity value computed on the
 EB0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0124.degrees latitude (g = 980.6199 gals.).
 EB0124
 EB0124.The modeled gravity was interpolated from observed gravity values.
 EB0124
 EB0124;                    North         East     Units Scale Factor Converg.
 EB0124;SPC NC       -   134,387.563   672,678.197   MT  0.99988553   +0 23 55.2
 EB0124;SPC NC       -   440,903.20  2,206,945.05   sFT  0.99988553   +0 23 55.2
 EB0124;UTM  17      - 3,871,856.810   745,683.959   MT  1.00034399   +1 32 33.1
 EB0124
 EB0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0124!SPC NC       -   0.99999823  x   0.99988553  =   0.99988376
 EB0124!UTM  17      -   0.99999823  x   1.00034399  =   1.00034222
 EB0124
 EB0124:                Primary Azimuth Mark                     Grid Az
 EB0124:SPC NC       -  FAIRCLOTH                                030 37 37.3
 EB0124:UTM  17      -  FAIRCLOTH                                029 28 59.4
 EB0124
 EB0124|---------------------------------------------------------------------|
 EB0124| PID    Reference Object                     Distance      Geod. Az  |
 EB0124|                                                           dddmmss.s |
 EB0124| EB0123 FAIRCLOTH                           APPROX. 0.7 KM 0310132.5 |
 EB0124|---------------------------------------------------------------------|
 EB0124
 EB0124                          SUPERSEDED SURVEY CONTROL
 EB0124
 EB0124  NAD 83(1986)-  34 57 34.14766(N)    078 18 33.45796(W) AD(       ) 2
 EB0124  NAD 27      -  34 57 33.54539(N)    078 18 34.46377(W) AD(       ) 2
 EB0124  NGVD 29 (??/??/92)   46.363  (m)          152.11   (f) ADJ UNCH    2 2
 EB0124
 EB0124.Superseded values are not recommended for survey control.
 EB0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0124.See file dsdata.txt to determine how the superseded data were derived.
 EB0124
 EB0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4568471857(NAD 83)
 EB0124_MARKER: DE = TRAVERSE STATION DISK
 EB0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0124_SP_SET: MONUMENT
 EB0124_STAMPING: 1 LB 33 1971
 EB0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0124
 EB0124  HISTORY     - Date     Condition        Report By
 EB0124  HISTORY     - 1971     MONUMENTED       NCDOT
 EB0124  HISTORY     - 1974     GOOD             NCGS
 EB0124
 EB0124                          STATION DESCRIPTION
 EB0124
 EB0124'DESCRIBED BY 
NC DOT 1971 (JWC)
 EB0124'1 LB 33 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 EB0124'OF CLINTON, NORTH CAROLINA.
 EB0124'
 EB0124'1 LB 33 IS LOCATED APPROXIMATELY 2.8 MILES SSE OF CLINTON AND 12.8
 EB0124'MILES NNE OF GARLAND.  TO REACH STATION FROM US 701 BRIDGE OVER 421
 EB0124'SOUTH OF CLINTON, PROCEED SOUTHWEST ALONG US 701 FOR 0.5 MILE TO
 EB0124'DRIVEWAY ON RIGHT AND STATION, 0.95 MILE NORTHEAST OF INTERSECTION
 EB0124'WITH SR 1224 WEST, AND APPROXIMATELY 200 FEET NORTH OF A BRICK
 EB0124'RESIDENCE.
 EB0124'
 EB0124'STATION MARK IS A STANDARD STATE HIGHWAY COMMISSION DISK SET IN A
 EB0124'PRECAST MONUMENT, 2 INCHES BELOW THE GROUND, MARKED 1 LB 33.
 EB0124'
 EB0124'MARK IS
 EB0124'
 EB0124'30.9 FEET SE OF C/L OF US 701.
 EB0124'9.7 FEET NE OF C/L OF LANE.
 EB0124'39.2 FEET NNW OF PP NO. 9462 WITH ALUMINUM REF. TAG.
 EB0124'18.2 FEET NW OF 20 INCH GUM WITH ALUMINUM REF. TAG.
 EB0124
 EB0124                          STATION RECOVERY (1974)
 EB0124
 EB0124'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0124'2.8 MI SSE FROM CLINTON.
 EB0124'TO REACH STATION FROM US 701 BRIDGE OVER US 421 SOUTH OF CLINTON,
 EB0124'PROCEED SOUTHWEST ALONG US 701 FOR 0.5 MILE TO DRIVEWAY ON
 EB0124'RIGHT AND STATION, 0.95 MILE NORTHEAST OF INTERSECTION WITH SR
 EB0124'1224 WEST, AND APPROXIMATELY 200 FT NORTH OF A BRICK RESIDENCE,
 EB0124'30.9 FT SE OF C/L OF US 701, 9.7 FT NE OF C/L OF LANE, 21.6 FT
 EB0124'NNE OF PP 9461 W/ALUMINUM REF. TAG, 39.2 FT NNW OF PP 9462
 EB0124'W/ALUMINUM REF. TAG, AND 18.2 FT NW OF 20 IN GUM WITH ALUMINUM
 EB0124'REF. TAG.  DISK IS SET IN PRECAST MONUMENT, 2 INCHES BELOW THE
 EB0124'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2098 ***********************************************************************
 FY2098  DESIGNATION -  1 MAX
 FY2098  PID         -  FY2098
 FY2098  STATE/COUNTY-  NC/CASWELL
 FY2098  USGS QUAD   -  DANVILLE (1984)
 FY2098
 FY2098                         *CURRENT SURVEY CONTROL
 FY2098  ___________________________________________________________________
 FY2098* NAD 83(1986)-  36 30 48.     (N)    079 28 14.     (W)     SCALED    
 FY2098* NAVD 88     -       226.969  (meters)     744.65   (feet)  ADJUSTED  
 FY2098  ___________________________________________________________________
 FY2098  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY2098  DYNAMIC HT  -         226.779 (meters)     744.02  (feet)  COMP
 FY2098  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 FY2098
 FY2098  VERT ORDER  -  FIRST     CLASS II
 FY2098
 FY2098.The horizontal coordinates were scaled from a topographic map and have
 FY2098.an estimated accuracy of +/- 6 seconds.
 FY2098
 FY2098.The orthometric height was determined by differential leveling
 FY2098.and adjusted in June 1991.
 FY2098
 FY2098.The geoid height was determined by GEOID03.
 FY2098
 FY2098.The dynamic height is computed by dividing the NAVD 88
 FY2098.geopotential number by the normal gravity value computed on the
 FY2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2098.degrees latitude (g = 980.6199 gals.).
 FY2098
 FY2098.The modeled gravity was interpolated from observed gravity values.
 FY2098
 FY2098;                    North         East    Units  Estimated Accuracy
 FY2098;SPC NC       -   306,660.      567,450.      MT  (+/- 180 meters Scaled)
 FY2098
 FY2098                          SUPERSEDED SURVEY CONTROL
 FY2098
 FY2098  NGVD 29 (03/05/92)  227.206  (m)          745.42   (f) ADJUSTED    1 2
 FY2098
 FY2098.Superseded values are not recommended for survey control.
 FY2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2098.See file dsdata.txt to determine how the superseded data were derived.
 FY2098
 FY2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA369419(NAD 83)
 FY2098_MARKER: DD = SURVEY DISK
 FY2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2098_SP_SET: CONCRETE POST
 FY2098_STAMPING: 745 1 MAX 1971
 FY2098_MARK LOGO: USGS  
 FY2098_PROJECTION: PROJECTING 4 CENTIMETERS
 FY2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2098+STABILITY: SURFACE MOTION
 FY2098
 FY2098  HISTORY     - Date     Condition        Report By
 FY2098  HISTORY     - 1971     MONUMENTED       USGS
 FY2098  HISTORY     - 1983     GOOD             NGS
 FY2098
 FY2098                          STATION DESCRIPTION
 FY2098
 FY2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2098'IN PELHAM.
 FY2098'IN PELHAM, ALONG COUNTY ROAD 1353, ON PROPERTY OF THE PELHAM
 FY2098'ELEMENTARY SCHOOL, 10.36 METERS (34.0 FT) WEST OF THE ROAD IN FRONT OF
 FY2098'THE SCHOOL, 11.22 METERS (36.8 FT) NORTHEAST OF THE FLAGPOLE,
 FY2098'5.18 METERS (17.0 FT) NORTH OF UTILITY POLE 3962.
 FY2098'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3703 ***********************************************************************
 EY3703  DESIGNATION -  1 MAX
 EY3703  PID         -  EY3703
 EY3703  STATE/COUNTY-  NC/PAMLICO
 EY3703  USGS QUAD   -  BAYBORO (1983)
 EY3703
 EY3703                         *CURRENT SURVEY CONTROL
 EY3703  ___________________________________________________________________
 EY3703* NAD 83(2001)-  35 08 01.60044(N)    076 52 27.54441(W)     ADJUSTED  
 EY3703* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 EY3703  ___________________________________________________________________
 EY3703  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 EY3703  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3703  HORZ ORDER  -  THIRD
 EY3703
 EY3703.The horizontal coordinates were established by classical geodetic methods
 EY3703.and adjusted by the National Geodetic Survey in August 2005.
 EY3703
 EY3703.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3703
 EY3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3703
 EY3703.The geoid height was determined by GEOID03.
 EY3703
 EY3703;                    North         East     Units Scale Factor Converg.
 EY3703;SPC NC       -   155,576.263   803,295.420   MT  0.99987470   +1 13 36.8
 EY3703;SPC NC       -   510,419.79  2,635,478.39   sFT  0.99987470   +1 13 36.8
 EY3703;UTM  18      - 3,889,486.443   329,233.851   MT  0.99995940   -1 04 44.1
 EY3703
 EY3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3703!SPC NC       -   1.00000470  x   0.99987470  =   0.99987940
 EY3703!UTM  18      -   1.00000470  x   0.99995940  =   0.99996410
 EY3703
 EY3703:                Primary Azimuth Mark                     Grid Az
 EY3703:SPC NC       -  IDALIA 38                                283 42 56.5
 EY3703:UTM  18      -  IDALIA 38                                286 01 17.4
 EY3703
 EY3703|---------------------------------------------------------------------|
 EY3703| PID    Reference Object                     Distance      Geod. Az  |
 EY3703|                                                           dddmmss.s |
 EY3703| EY3738 IDALIA 38                           APPROX. 1.1 KM 2845633.3 |
 EY3703|---------------------------------------------------------------------|
 EY3703
 EY3703                          SUPERSEDED SURVEY CONTROL
 EY3703
 EY3703  NAD 83(1986)-  35 08 01.61358(N)    076 52 27.55317(W) AD(       ) 3
 EY3703  NAD 27      -  35 08 01.02396(N)    076 52 28.77462(W) AD(       ) 3
 EY3703  NGVD 29 (07/19/86)    7.7    (m)           25.     (f) VERT ANG    3  
 EY3703
 EY3703.Superseded values are not recommended for survey control.
 EY3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3703.See file dsdata.txt to determine how the superseded data were derived.
 EY3703
 EY3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2923489486(NAD 83)
 EY3703_STAMPING: ET 1 MAX 1964
 EY3703_MARK LOGO: USGS  
 EY3703_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3703
 EY3703  HISTORY     - Date     Condition        Report By
 EY3703  HISTORY     - 1964     MONUMENTED       USGS
 EY3703  HISTORY     - 1968     MARK NOT FOUND   USGS
 EY3703
 EY3703                          STATION DESCRIPTION
 EY3703
 EY3703'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 EY3703'GRANTSBORO, 1.8 MI W. OF CROSSROADS, ON S. SIDE OF STATE HIGHWAY 55,
 EY3703'103.6 FT WSW. OF CENTERLINE OF HWY. AT DRIVE N., 83 FT WNW. OF POLE
 EY3703'NO. 341, 35 FT S. OF CENTERLINE OF HWY., IN CONCRETE POST, STANDARD
 EY3703'TABLET STAMPED---ET 1 MAX 1964---(REPORTED DESTROYED, 1968)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1908 ***********************************************************************
 EY1908  DESIGNATION -  1 MEA
 EY1908  PID         -  EY1908
 EY1908  STATE/COUNTY-  NC/MARTIN
 EY1908  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY1908
 EY1908                         *CURRENT SURVEY CONTROL
 EY1908  ___________________________________________________________________
 EY1908* NAD 83(1986)-  35 49 26.     (N)    077 19 48.     (W)     SCALED    
 EY1908* NAVD 88     -        23.471  (meters)      77.00   (feet)  ADJUSTED  
 EY1908  ___________________________________________________________________
 EY1908  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 EY1908  DYNAMIC HT  -          23.452 (meters)      76.94  (feet)  COMP
 EY1908  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 EY1908
 EY1908  VERT ORDER  -  SECOND    CLASS II
 EY1908
 EY1908.The horizontal coordinates were scaled from a topographic map and have
 EY1908.an estimated accuracy of +/- 6 seconds.
 EY1908
 EY1908.The orthometric height was determined by differential leveling
 EY1908.and adjusted in June 1991.
 EY1908
 EY1908.The geoid height was determined by GEOID03.
 EY1908
 EY1908.The dynamic height is computed by dividing the NAVD 88
 EY1908.geopotential number by the normal gravity value computed on the
 EY1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1908.degrees latitude (g = 980.6199 gals.).
 EY1908
 EY1908.The modeled gravity was interpolated from observed gravity values.
 EY1908
 EY1908;                    North         East    Units  Estimated Accuracy
 EY1908;SPC NC       -   231,330.      760,490.      MT  (+/- 180 meters Scaled)
 EY1908
 EY1908                          SUPERSEDED SURVEY CONTROL
 EY1908
 EY1908.No superseded survey control is available for this station.
 EY1908
 EY1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE895669(NAD 83)
 EY1908_MARKER: DB = BENCH MARK DISK
 EY1908_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY1908+WITH SETTING: PAVEMENT
 EY1908_SP_SET: CONCRETE FOUNDATION FOR TABLE
 EY1908_STAMPING: 1 MEA 1978 78
 EY1908_MARK LOGO: USGS  
 EY1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1908+STABILITY: SURFACE MOTION
 EY1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1908+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 EY1908
 EY1908  HISTORY     - Date     Condition        Report By
 EY1908  HISTORY     - 1978     MONUMENTED       USGS
 EY1908  HISTORY     - 1980     GOOD             NCGS
 EY1908  HISTORY     - 19940825 MARK NOT FOUND   USPSQD
 EY1908  HISTORY     - 20060427 MARK NOT FOUND   NCGS
 EY1908
 EY1908                          STATION DESCRIPTION
 EY1908
 EY1908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1908'1.0 MI NW FROM PARMELE.
 EY1908'0.5 MILES NORTH ALONG SEABOARD COAST LINE RAILROAD FROM THE JUNCTION
 EY1908'OF TWO RAILROADS IN PARMELE, THENCE 1.1 MILES WEST ALONG U.S. 13-64
 EY1908'AND IN SOUTHWEST CORNER OF FOUNDATION FOR PICNIC TABLE.  THIS IS A
 EY1908'STANDARD USGS DISK.  39.0 FEET NORTH OF CENTERLINE OF HIGHWAY.
 EY1908'THE MARK IS 1 FT BELOW HIGHWAY.
 EY1908
 EY1908                          STATION RECOVERY (1994)
 EY1908
 EY1908'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1908'MARK NOT FOUND.
 EY1908
 EY1908                          STATION RECOVERY (2006)
 EY1908
 EY1908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1908'NOT FOUND, AREA COVERED BY BRUSH AND LARGE TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6818 ***********************************************************************
 AB6818  CBN         -  This is a Cooperative Base Network Control Station.
 AB6818  DESIGNATION -  1 MEA
 AB6818  PID         -  AB6818
 AB6818  STATE/COUNTY-  NC/GRANVILLE
 AB6818  USGS QUAD   -  VIRGILINA (1989)
 AB6818
 AB6818                         *CURRENT SURVEY CONTROL
 AB6818  ___________________________________________________________________
 AB6818* NAD 83(2007)-  36 30 58.87209(N)    078 45 39.33673(W)     ADJUSTED  
 AB6818* NAVD 88     -       144.0    (meters)     472.     (feet)  GPS OBS   
 AB6818  ___________________________________________________________________
 AB6818  EPOCH DATE  -        2002.00
 AB6818  X           -   1,000,283.153 (meters)                     COMP
 AB6818  Y           -  -5,033,779.964 (meters)                     COMP
 AB6818  Z           -   3,774,460.271 (meters)                     COMP
 AB6818  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AB6818  ELLIP HEIGHT-         112.785 (meters)          (02/10/07) ADJUSTED
 AB6818  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 AB6818
 AB6818  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6818  Type    PID    Designation                      North   East  Ellip
 AB6818  -------------------------------------------------------------------
 AB6818  NETWORK AB6818 1 MEA                             0.47   0.43   1.76
 AB6818  -------------------------------------------------------------------
 AB6818
 AB6818.The horizontal coordinates were established by GPS observations
 AB6818.and adjusted by the National Geodetic Survey in February 2007.
 AB6818
 AB6818.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6818.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6818.The horizontal coordinates are valid at the epoch date displayed above.
 AB6818.The epoch date for horizontal control is a decimal equivalence
 AB6818.of Year/Month/Day.
 AB6818
 AB6818.The orthometric height was determined by GPS observations and a
 AB6818.high-resolution geoid model.
 AB6818
 AB6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6818
 AB6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6818
 AB6818.The ellipsoidal height was determined by GPS observations
 AB6818.and is referenced to NAD 83.
 AB6818
 AB6818.The geoid height was determined by GEOID03.
 AB6818
 AB6818;                    North         East     Units Scale Factor Converg.
 AB6818;SPC NC       -   306,924.764   631,018.012   MT  1.00011639   +0 08 16.7
 AB6818;SPC NC       - 1,006,969.00  2,070,264.93   sFT  1.00011639   +0 08 16.7
 AB6818;UTM  17      - 4,043,553.905   700,493.638   MT  1.00009528   +1 19 58.1
 AB6818
 AB6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6818!SPC NC       -   0.99998230  x   1.00011639  =   1.00009869
 AB6818!UTM  17      -   0.99998230  x   1.00009528  =   1.00007758
 AB6818
 AB6818                          SUPERSEDED SURVEY CONTROL
 AB6818
 AB6818  NAD 83(2001)-  36 30 58.87284(N)    078 45 39.33667(W) AD(       ) B
 AB6818  ELLIP H (01/30/03)  112.776  (m)                       GP(       ) 4 2
 AB6818  NAD 83(1986)-  36 30 58.87508(N)    078 45 39.34451(W) AD(       ) 1
 AB6818  NAD 83(1995)-  36 30 58.87307(N)    078 45 39.33654(W) AD(       ) B
 AB6818  ELLIP H (09/11/96)  112.805  (m)                       GP(       ) 4 1
 AB6818  NGVD 29 (03/10/00)  144.28   (m)          473.4    (f) LEVELING    3  
 AB6818
 AB6818.Superseded values are not recommended for survey control.
 AB6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6818.See file dsdata.txt to determine how the superseded data were derived.
 AB6818
 AB6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0049443554(NAD 83)
 AB6818_MARKER: DB = BENCH MARK DISK
 AB6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6818_STAMPING: 1 MEA 1977 473
 AB6818_MARK LOGO: USGS  
 AB6818_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6818+STABILITY: SURFACE MOTION
 AB6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6818+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 AB6818
 AB6818  HISTORY     - Date     Condition        Report By
 AB6818  HISTORY     - 1977     MONUMENTED       USGS
 AB6818  HISTORY     - 19840401 GOOD             NCGS
 AB6818  HISTORY     - 19950123 GOOD             NCGS
 AB6818
 AB6818                          STATION DESCRIPTION
 AB6818
 AB6818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB6818'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTH-SOUTHEAST OF
 AB6818'VIRGILINA, VA., AND 18.8 KM (11.7 MI) NORTHWEST OF STOVALL. ALONG NC
 AB6818'96, 3.1 KM (1.9 MILES) SOUTH OF THE INTERSECTION WITH NC 49,
 AB6818'(SOUTHWEST OF VIRGILINA), AT THE INTERSECTION WITH SR 1332. THE
 AB6818'STATION IS A STANDARD USGS BENCH MARK STAMPED---1 MEA 1977 473---, SET
 AB6818'INTO THE TOP OF A POST FLUSH WITH GROUND.  LOCATED 6.9 METERS (22.8
 AB6818'FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.6 METERS (70.8
 AB6818'FT) NORTH OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND SR 1332,
 AB6818'0.1 METERS (0.4 FT) WEST OF A WITNESS POST, 0.6 METERS (2.0 FT)
 AB6818'SOUTHEAST OF A TELEPHONE PEDESTAL, 2.4 METERS (7.9 FT) SOUTHWEST OF A
 AB6818'TWO INCH STEEL POST, 26.7 METERS (87.5 FT) NORTHWEST OF A SIX INCH
 AB6818'TWIN PINE WITH A REFERENCE TAG, AND 35.7 METERS (117.3 FT)
 AB6818'EAST-NORTHEAST OF A 6X6 CORNER FENCE POST WITH A REFERENCE TAG. MARK
 AB6818'IS 1 FT ABOVE HIGHWAY LEVEL.
 AB6818
 AB6818                          STATION RECOVERY (1995)
 AB6818
 AB6818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AB6818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1592 ***********************************************************************
 EZ1592  DESIGNATION -  1 RESET
 EZ1592  PID         -  EZ1592
 EZ1592  STATE/COUNTY-  NC/RANDOLPH
 EZ1592  USGS QUAD   -  ASHEBORO (1994)
 EZ1592
 EZ1592                         *CURRENT SURVEY CONTROL
 EZ1592  ___________________________________________________________________
 EZ1592* NAD 83(1986)-  35 42 24.7    (N)    079 49 00.6    (W)     HD_HELD2  
 EZ1592* NAVD 88     -       256.938  (meters)     842.97   (feet)  ADJUSTED  
 EZ1592  ___________________________________________________________________
 EZ1592  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ1592  DYNAMIC HT  -         256.719 (meters)     842.25  (feet)  COMP
 EZ1592  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 EZ1592
 EZ1592  VERT ORDER  -  SECOND    CLASS 0
 EZ1592
 EZ1592.The horizontal coordinates were established by autonomous hand held GPS
 EZ1592.observations and have an estimated accuracy of +/- 10 meters.
 EZ1592
 EZ1592.The orthometric height was determined by differential leveling
 EZ1592.and adjusted in June 1991.
 EZ1592
 EZ1592.The geoid height was determined by GEOID03.
 EZ1592
 EZ1592.The dynamic height is computed by dividing the NAVD 88
 EZ1592.geopotential number by the normal gravity value computed on the
 EZ1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1592.degrees latitude (g = 980.6199 gals.).
 EZ1592
 EZ1592.The modeled gravity was interpolated from observed gravity values.
 EZ1592
 EZ1592;                    North         East    Units  Estimated Accuracy
 EZ1592;SPC NC       -   217,382.      535,689.      MT  (+/- 10 meters HH2 GPS)
 EZ1592
 EZ1592                          SUPERSEDED SURVEY CONTROL
 EZ1592
 EZ1592  NGVD 29 (??/??/92)  257.178  (m)          843.76   (f) ADJ UNCH    2 0
 EZ1592
 EZ1592.Superseded values are not recommended for survey control.
 EZ1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1592.See file dsdata.txt to determine how the superseded data were derived.
 EZ1592
 EZ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0703252081(NAD 83)
 EZ1592_MARKER: DD = SURVEY DISK
 EZ1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1592_SP_SET: CONCRETE POST
 EZ1592_STAMPING: NO 1 USE RESET 1947
 EZ1592_MARK LOGO: USE   
 EZ1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1592+STABILITY: SURFACE MOTION
 EZ1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1592+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2008
 EZ1592
 EZ1592  HISTORY     - Date     Condition        Report By
 EZ1592  HISTORY     - 1947     MONUMENTED       CGS
 EZ1592  HISTORY     - 1971     GOOD             NCGS
 EZ1592  HISTORY     - 1981     GOOD             NCGS
 EZ1592  HISTORY     - 20080114 GOOD             GEOCAC
 EZ1592
 EZ1592                          STATION DESCRIPTION
 EZ1592
 EZ1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EZ1592'AT ASHEBORO.
 EZ1592'AT ASHEBORO, RANDOLPH COUNTY, 1 BLOCK NORTH OF THE NEW POST
 EZ1592'OFFICE, AT THE INTERSECTION OF CHURCH AND HOOVER STREETS, 33
 EZ1592'FEET SOUTH OF THE SOUTH CURB OF HOOVER STREET, 26 FEET EAST OF
 EZ1592'THE EAST CURB OF CHURCH STREET, 2 FEET SOUTH OF THE STEPS AT
 EZ1592'THE WEST ENTRANCE TO THE ASHEBORO MUNICIPAL BUILDING AND SET IN
 EZ1592'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 EZ1592
 EZ1592                          STATION RECOVERY (1971)
 EZ1592
 EZ1592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1592'RECOVERED IN GOOD CONDITION.
 EZ1592
 EZ1592                          STATION RECOVERY (1981)
 EZ1592
 EZ1592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1592'RECOVERED IN GOOD CONDITION.
 EZ1592
 EZ1592                          STATION RECOVERY (2008)
 EZ1592
 EZ1592'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1592'RECOVERED IN GOOD CONDITION AT 146 N. CHURCH STREET. HH2 GPS
 EZ1592'COORDINATES N35 42 24.7 W79 49 00.6, WITH RECEPTION POOR DUE TO
 EZ1592'PROXIMITY TO BUILDING.
 EZ1592' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0868 ***********************************************************************
 AI0868  DESIGNATION -  1 TB 2
 AI0868  PID         -  AI0868
 AI0868  STATE/COUNTY-  NC/PENDER
 AI0868  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0868
 AI0868                         *CURRENT SURVEY CONTROL
 AI0868  ___________________________________________________________________
 AI0868* NAD 83(2001)-  34 24 32.50517(N)    077 34 17.97731(W)     ADJUSTED  
 AI0868* NAVD 88     -         2.58   (meters)       8.5    (feet)  LEVELING  
 AI0868  ___________________________________________________________________
 AI0868  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AI0868  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0868  HORZ ORDER  -  SECOND
 AI0868  VERT ORDER  -  THIRD ?
 AI0868
 AI0868.The horizontal coordinates were established by classical geodetic methods
 AI0868.and adjusted by the National Geodetic Survey in August 2005.
 AI0868
 AI0868.The orthometric height was determined by differential leveling.
 AI0868.The vertical network tie was performed by a horz. field party for horz.
 AI0868.obs reductions. Reset procedures were used to establish the elevation.
 AI0868
 AI0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0868
 AI0868.The geoid height was determined by GEOID03.
 AI0868
 AI0868;                    North         East     Units Scale Factor Converg.
 AI0868;SPC NC       -    74,052.998   740,915.062   MT  0.99997990   +0 49 27.8
 AI0868;SPC NC       -   242,955.54  2,430,818.83   sFT  0.99997990   +0 49 27.8
 AI0868;UTM  18      - 3,810,508.681   263,628.172   MT  1.00028874   -1 27 14.1
 AI0868
 AI0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0868!SPC NC       -   1.00000546  x   0.99997990  =   0.99998536
 AI0868!UTM  18      -   1.00000546  x   1.00028874  =   1.00029421
 AI0868
 AI0868                          SUPERSEDED SURVEY CONTROL
 AI0868
 AI0868  NAD 83(1986)-  34 24 32.51387(N)    077 34 17.98918(W) AD(       ) 2
 AI0868
 AI0868.Superseded values are not recommended for survey control.
 AI0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0868.See file dsdata.txt to determine how the superseded data were derived.
 AI0868
 AI0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6362810509(NAD 83)
 AI0868_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0868_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0868_STAMPING: 1 TB 2 1963
 AI0868_MARK LOGO: USE   
 AI0868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0868+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 AI0868
 AI0868  HISTORY     - Date     Condition        Report By
 AI0868  HISTORY     - 1963     MONUMENTED       USE
 AI0868  HISTORY     - 19880407 GOOD             NCGS
 AI0868  HISTORY     - 20050317 POOR             USPSQD
 AI0868
 AI0868                          STATION DESCRIPTION
 AI0868
 AI0868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0868'STATION IS LOCATED IN SURF CITY. ALONG NC 50 FOR 3.00 KM (1.85 MI)
 AI0868'SOUTHWEST FROM NC 210 IN SURF CITY, OR 7.10 KM (4.40 MI) NORTHEAST OF
 AI0868'THE TOPSAIL BEACH TOWN HALL, IN SHOULDER. MARK IS ABOUT LEVEL WITH THE
 AI0868'HIGHWAY AND IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.86 M (22.51
 AI0868'FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 50, 4.45 M (14.60 FT)
 AI0868'SOUTHWEST OF A POWER POLE NO. S-68 WITH A STREET LIGHT AND REFERENCE
 AI0868'TAG, AND 22.6 M (74.1 FT) WEST-NORTHWEST OF NCGS STATION--CRAB--.
 AI0868
 AI0868                          STATION RECOVERY (2005)
 AI0868
 AI0868'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0868'MONUMENT LEANING. MARK DISK STILL ATTACHED TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0865 ***********************************************************************
 AI0865  DESIGNATION -  1 TB 4
 AI0865  PID         -  AI0865
 AI0865  STATE/COUNTY-  NC/ONSLOW
 AI0865  USGS QUAD   -  SPICER BAY (1971)
 AI0865
 AI0865                         *CURRENT SURVEY CONTROL
 AI0865  ___________________________________________________________________
 AI0865* NAD 83(2001)-  34 27 20.75176(N)    077 29 37.51859(W)     ADJUSTED  
 AI0865* NAVD 88     -         1.85   (meters)       6.1    (feet)  LEVELING  
 AI0865  ___________________________________________________________________
 AI0865  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AI0865  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 AI0865  HORZ ORDER  -  SECOND
 AI0865  VERT ORDER  -  THIRD ?
 AI0865
 AI0865.The horizontal coordinates were established by classical geodetic methods
 AI0865.and adjusted by the National Geodetic Survey in August 2005.
 AI0865
 AI0865.The orthometric height was determined by differential leveling.
 AI0865.The vertical network tie was performed by a horz. field party for horz.
 AI0865.obs reductions. Reset procedures were used to establish the elevation.
 AI0865
 AI0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0865
 AI0865.The geoid height was determined by GEOID03.
 AI0865
 AI0865;                    North         East     Units Scale Factor Converg.
 AI0865;SPC NC       -    79,342.471   747,998.052   MT  0.99996834   +0 52 09.7
 AI0865;SPC NC       -   260,309.42  2,454,056.94   sFT  0.99996834   +0 52 09.7
 AI0865;UTM  18      - 3,815,513.705   270,918.091   MT  1.00024690   -1 24 41.4
 AI0865
 AI0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0865!SPC NC       -   1.00000558  x   0.99996834  =   0.99997392
 AI0865!UTM  18      -   1.00000558  x   1.00024690  =   1.00025248
 AI0865
 AI0865                          SUPERSEDED SURVEY CONTROL
 AI0865
 AI0865  NAD 83(1986)-  34 27 20.76180(N)    077 29 37.53095(W) AD(       ) 2
 AI0865
 AI0865.Superseded values are not recommended for survey control.
 AI0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0865.See file dsdata.txt to determine how the superseded data were derived.
 AI0865
 AI0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7091815514(NAD 83)
 AI0865_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0865_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0865_STAMPING: 1 TB 4 1963
 AI0865_MARK LOGO: USE   
 AI0865_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0865+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 AI0865
 AI0865  HISTORY     - Date     Condition        Report By
 AI0865  HISTORY     - 1963     MONUMENTED       USE
 AI0865  HISTORY     - 19880407 GOOD             NCGS
 AI0865
 AI0865                          STATION DESCRIPTION
 AI0865
 AI0865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0865'STATION IS LOCATED IN THE VILLAGE OF WEST ONSLOW BEACH. ALONG NC 210
 AI0865'FOR 2.90 KM (1.80 MI) NORTHEAST FROM THE ONSLOW/PENDER COUNTY LINE, OR
 AI0865'0.60 KM (0.35 MI) NORTHEAST OF THE ENTRANCE TO THE OCEAN CITY FISHING
 AI0865'PIER, AT SR 1624 (GREEN ST.), IN THE NORTHWEST QUADRANT OF THE
 AI0865'INTERSECTION. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 4
 AI0865'INCHES ABOVE GROUND. LOCATED 7.92 M (25.98 FT) NORTH-NORTHWEST OF THE
 AI0865'CENTERLINE OF NC 210, 10.67 M (35.01 FT) WEST-SOUTHWEST OF THE
 AI0865'CENTERLINE OF SR 1624, 2.29 M (7.51 FT) SOUTH-SOUTHWEST OF A PEDESTAL,
 AI0865'10.82 M (35.50 FT) EAST OF A WATER METER ACCESS COVER, 11.73 M (38.48
 AI0865'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE--AND 2.44
 AI0865'M (8.01 FT) EAST-SOUTHEAST OF A POWER POLE, 33.38 M (109.51 FT)
 AI0865'EAST-NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. REPORT OF
 AI0865'1997 SHOWS MARK DESTROYED-MONUMENT BASE FOUND BROKEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4203 ***********************************************************************
 EY4203  DESIGNATION -  1 TT 51
 EY4203  PID         -  EY4203
 EY4203  STATE/COUNTY-  NC/PITT
 EY4203  USGS QUAD   -  GARDNERVILLE (1983)
 EY4203
 EY4203                         *CURRENT SURVEY CONTROL
 EY4203  ___________________________________________________________________
 EY4203* NAD 83(2001)-  35 27 34.25595(N)    077 15 11.30911(W)     ADJUSTED  
 EY4203* NAVD 88     -        13.12   (+/-2cm)      43.0    (feet)  VERTCON   
 EY4203  ___________________________________________________________________
 EY4203  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 EY4203  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 EY4203  HORZ ORDER  -  SECOND
 EY4203  VERT ORDER  -  THIRD ? (See Below)
 EY4203
 EY4203.The horizontal coordinates were established by classical geodetic methods
 EY4203.and adjusted by the National Geodetic Survey in August 2005.
 EY4203
 EY4203.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4203.The vertical order pertains to the NGVD 29 superseded value.
 EY4203
 EY4203.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4203
 EY4203.The geoid height was determined by GEOID03.
 EY4203
 EY4203;                    North         East     Units Scale Factor Converg.
 EY4203;SPC NC       -   191,032.119   768,144.774   MT  0.99987914   +1 00 29.6
 EY4203;SPC NC       -   626,744.54  2,520,154.98   sFT  0.99987914   +1 00 29.6
 EY4203;UTM  18      - 3,926,336.492   295,535.764   MT  1.00011521   -1 18 27.2
 EY4203
 EY4203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4203!SPC NC       -   1.00000366  x   0.99987914  =   0.99988280
 EY4203!UTM  18      -   1.00000366  x   1.00011521  =   1.00011887
 EY4203
 EY4203                          SUPERSEDED SURVEY CONTROL
 EY4203
 EY4203  NAD 83(1986)-  35 27 34.26738(N)    077 15 11.31589(W) AD(       ) 2
 EY4203  NGVD 29 (10/26/90)   13.47   (m)           44.2    (f) LEVELING    3  
 EY4203
 EY4203.Superseded values are not recommended for survey control.
 EY4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4203.See file dsdata.txt to determine how the superseded data were derived.
 EY4203
 EY4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9553626336(NAD 83)
 EY4203_MARKER: DE = TRAVERSE STATION DISK
 EY4203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4203_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4203+STABILITY: SURFACE MOTION
 EY4203
 EY4203  HISTORY     - Date     Condition        Report By
 EY4203  HISTORY     - 1942     MONUMENTED       USE
 EY4203  HISTORY     - 1979     GOOD             NCGS
 EY4203  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 EY4203
 EY4203                          STATION DESCRIPTION
 EY4203
 EY4203'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4203'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF BLACK JACK
 EY4203'AND 9.3 MILES EAST OF AYDEN.
 EY4203'
 EY4203'TO REACH STATION FROM INTERSECTION OF SR 1755 WITH NC 43 IN THE
 EY4203'COMMUNITY OF SHELMERDINE, PROCEED NORTHERLY ALONG SR 1755 FOR 1.75
 EY4203'MILE TO STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE YARD OF
 EY4203'DAVID SUTTONS WHITE SHINGLED HOUSE AND 0.1 MILE SOUTH OF SR 1788.
 EY4203'
 EY4203'STATION MARK IS A CORPS OF ENGINEERS DISK STAMPED---NC 1/TT 51/ 60
 EY4203'1942---SET IN TOP OF A 6 INCH CONCRETE MONUMENT, WHICH IS PROJECTING
 EY4203'1 INCH ABOVE GROUND SURFACE. THE MARK IS 20.4 FEET WEST-NORTHWEST OF
 EY4203'CENTERLINE OF SR 1755, 5.2 FEET SOUTHWEST OF SOUTH END OF CULVERT, 8.7
 EY4203'FEET NORTH-NORTHWEST OF METAL MAILBOX POST, 37.6 FEET EAST-NORTHEAST
 EY4203'OF NORTHEAST CORNER OF CONCRETE FRONT PORCH OF HOUSE AND 91.0 FEET
 EY4203'NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 EY4203
 EY4203                          STATION RECOVERY (2004)
 EY4203
 EY4203'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4203'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1050 ***********************************************************************
 FA1050  DESIGNATION -  1 USBM
 FA1050  PID         -  FA1050
 FA1050  STATE/COUNTY-  NC/MCDOWELL
 FA1050  USGS QUAD   -  MARION EAST (1994)
 FA1050
 FA1050                         *CURRENT SURVEY CONTROL
 FA1050  ___________________________________________________________________
 FA1050* NAD 83(1986)-  35 42 14.     (N)    081 57 41.     (W)     SCALED    
 FA1050* NAVD 88     -       399.254  (meters)    1309.89   (feet)  ADJUSTED  
 FA1050  ___________________________________________________________________
 FA1050  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FA1050  DYNAMIC HT  -         398.855 (meters)    1308.58  (feet)  COMP
 FA1050  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 FA1050
 FA1050  VERT ORDER  -  SECOND    CLASS 0
 FA1050
 FA1050.The horizontal coordinates were scaled from a topographic map and have
 FA1050.an estimated accuracy of +/- 6 seconds.
 FA1050
 FA1050.The orthometric height was determined by differential leveling
 FA1050.and adjusted in June 1991.
 FA1050
 FA1050.The geoid height was determined by GEOID03.
 FA1050
 FA1050.The dynamic height is computed by dividing the NAVD 88
 FA1050.geopotential number by the normal gravity value computed on the
 FA1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1050.degrees latitude (g = 980.6199 gals.).
 FA1050
 FA1050.The modeled gravity was interpolated from observed gravity values.
 FA1050
 FA1050;                    North         East    Units  Estimated Accuracy
 FA1050;SPC NC       -   220,750.      341,660.      MT  (+/- 180 meters Scaled)
 FA1050
 FA1050                          SUPERSEDED SURVEY CONTROL
 FA1050
 FA1050  NGVD 29 (??/??/92)  399.342  (m)         1310.17   (f) ADJ UNCH    2 0
 FA1050
 FA1050.Superseded values are not recommended for survey control.
 FA1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1050.See file dsdata.txt to determine how the superseded data were derived.
 FA1050
 FA1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV130515(NAD 83)
 FA1050_MARKER: Q = CHISELED SQUARE
 FA1050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA1050_SP_SET: SIGNAL BASE
 FA1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1050
 FA1050  HISTORY     - Date     Condition        Report By
 FA1050  HISTORY     - UNK      MONUMENTED       CGS
 FA1050  HISTORY     - 1934     GOOD             NGS
 FA1050
 FA1050                          STATION DESCRIPTION
 FA1050
 FA1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FA1050'3 MI NE FROM MARION.
 FA1050'3 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FA1050'AT MARION, MC DOWELL COUNTY, 0.5 MILE WEST OF MILEPOST 96, 200
 FA1050'YARDS EAST OF THE CROSSING OF A POWER-TRANSMISSION LINE, 81
 FA1050'YARDS WEST OF THE CENTER OF A FARM-ROAD CROSSING, ON THE NORTHEAST
 FA1050'CORNER OF THE CONCRETE BASE OF SIGNAL S 962, AND 6.9 FEET SOUTH
 FA1050'OF THE SOUTH RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2489 ***********************************************************************
 DD2489  DESIGNATION -  1 USE 1933
 DD2489  PID         -  DD2489
 DD2489  STATE/COUNTY-  NC/BRUNSWICK
 DD2489  USGS QUAD   -  SOUTHPORT (1990)
 DD2489
 DD2489                         *CURRENT SURVEY CONTROL
 DD2489  ___________________________________________________________________
 DD2489* NAD 83(2001)-  33 55 20.65870(N)    078 04 19.37598(W)     ADJUSTED  
 DD2489* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 DD2489  ___________________________________________________________________
 DD2489  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 DD2489  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 DD2489  HORZ ORDER  -  THIRD
 DD2489
 DD2489.The horizontal coordinates were established by classical geodetic methods
 DD2489.and adjusted by the National Geodetic Survey in August 2005.
 DD2489
 DD2489.The orthometric height was scaled from a topographic map.
 DD2489
 DD2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2489
 DD2489.The geoid height was determined by GEOID03.
 DD2489
 DD2489;                    North         East     Units Scale Factor Converg.
 DD2489;SPC NC       -    19,527.534   695,418.342   MT  1.00013910   +0 32 08.1
 DD2489;SPC NC       -    64,066.58  2,281,551.68   sFT  1.00013910   +0 32 08.1
 DD2489;UTM  17      - 3,757,414.215   770,680.322   MT  1.00050331   +1 38 06.0
 DD2489;UTM  18      - 3,757,803.971   215,993.535   MT  1.00059446   -1 42 56.0
 DD2489
 DD2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2489!SPC NC       -   1.00000539  x   1.00013910  =   1.00014449
 DD2489!UTM  17      -   1.00000539  x   1.00050331  =   1.00050870
 DD2489!UTM  18      -   1.00000539  x   1.00059446  =   1.00059985
 DD2489
 DD2489                          SUPERSEDED SURVEY CONTROL
 DD2489
 DD2489  NAD 83(1986)-  33 55 20.66925(N)    078 04 19.38575(W) AD(       ) 3
 DD2489  NAD 27      -  33 55 20.04100(N)    078 04 20.41500(W) AD(       ) 3
 DD2489
 DD2489.Superseded values are not recommended for survey control.
 DD2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2489.See file dsdata.txt to determine how the superseded data were derived.
 DD2489
 DD2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7068057414(NAD 83)
 DD2489_MARKER: Z = SEE DESCRIPTION
 DD2489_SETTING: 0 = UNSPECIFIED SETTING
 DD2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2489
 DD2489  HISTORY     - Date     Condition        Report By
 DD2489  HISTORY     - 1933     MONUMENTED       USE
 DD2489  HISTORY     - 1942     MARK NOT FOUND   CGS
 DD2489  HISTORY     - 1985     GOOD             USE
 DD2489  HISTORY     - 20010629 MARK NOT FOUND   USPSQD
 DD2489  HISTORY     - 20040208 MARK NOT FOUND   USPSQD
 DD2489  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 DD2489
 DD2489                          STATION DESCRIPTION
 DD2489
 DD2489'DESCRIBED BY US ENGINEERS 1933 (JAB)
 DD2489'THIS STATION IS A U.S.E. BASE LINE MONUMENT LOCATED ALONG THE
 DD2489'INTRACOASTAL WATERWAY BETWEEN CAPE FEAR RIVER AND LITTLE RIVER
 DD2489'INLET.
 DD2489
 DD2489                          STATION RECOVERY (1942)
 DD2489
 DD2489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2489'STATION WAS THOROUGHLY SEARCHED FOR BUT NO TRACE OF IT COULD BE
 DD2489'FOUND.  IT IS RECOMMENDED THAT THIS STATION BE CLASSIFIED AS LOST.
 DD2489
 DD2489                          STATION RECOVERY (1985)
 DD2489
 DD2489'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 DD2489'STATION IS LOCATED BETWEEN THE NEW OAK ISLAND BRIDGE AND OLD OAK
 DD2489'ISLAND BRIDGE ON THE NORTH SIDE OF THE AIWW STATION IS LOCATED ABOUT
 DD2489'4 FEET EAST OF A GUY WIRE FOUNDATION TWO FT BELOW SURFACE AND IS
 DD2489'MARKED BY A WITNESS POST.
 DD2489
 DD2489                          STATION RECOVERY (2001)
 DD2489
 DD2489'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD2489'SEARCHED BETWEEN TWO BRIDGE APPROACHES.  NO WP HERE.
 DD2489
 DD2489                          STATION RECOVERY (2004)
 DD2489
 DD2489'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2489'MARK NOT FOUND.
 DD2489
 DD2489                          STATION RECOVERY (2005)
 DD2489
 DD2489'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2764 ***********************************************************************
 FB2764  DESIGNATION -  1 WAC
 FB2764  PID         -  FB2764
 FB2764  STATE/COUNTY-  NC/POLK
 FB2764  USGS QUAD   -  MILL SPRING (1990)
 FB2764
 FB2764                         *CURRENT SURVEY CONTROL
 FB2764  ___________________________________________________________________
 FB2764* NAD 83(2001)-  35 16 56.41160(N)    082 12 40.95454(W)     ADJUSTED  
 FB2764* NAVD 88     -       895.5    (meters)    2938.     (feet)  VERTCON   
 FB2764  ___________________________________________________________________
 FB2764  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 FB2764  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FB2764  HORZ ORDER  -  SECOND
 FB2764
 FB2764.The horizontal coordinates were established by classical geodetic methods
 FB2764.and adjusted by the National Geodetic Survey in August 2005.
 FB2764
 FB2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2764
 FB2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2764
 FB2764.The geoid height was determined by GEOID03.
 FB2764
 FB2764;                    North         East     Units Scale Factor Converg.
 FB2764;SPC NC       -   174,706.541   317,539.222   MT  0.99987273   -1 51 12.6
 FB2764;SPC NC       -   573,183.04  1,041,793.26   sFT  0.99987273   -1 51 12.6
 FB2764;UTM  17      - 3,905,026.555   389,838.192   MT  0.99974956   -0 41 59.2
 FB2764
 FB2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2764!SPC NC       -   0.99986441  x   0.99987273  =   0.99973715
 FB2764!UTM  17      -   0.99986441  x   0.99974956  =   0.99961400
 FB2764
 FB2764:                Primary Azimuth Mark                     Grid Az
 FB2764:SPC NC       -  GOOSE                                    194 49 05.9
 FB2764:UTM  17      -  GOOSE                                    193 39 52.5
 FB2764
 FB2764|---------------------------------------------------------------------|
 FB2764| PID    Reference Object                     Distance      Geod. Az  |
 FB2764|                                                           dddmmss.s |
 FB2764| FB2766 GOOSE                               436.913 METERS 1925753.3 |
 FB2764|---------------------------------------------------------------------|
 FB2764
 FB2764                          SUPERSEDED SURVEY CONTROL
 FB2764
 FB2764  NAD 83(1986)-  35 16 56.41860(N)    082 12 40.95715(W) AD(       ) 2
 FB2764  NAD 27      -  35 16 56.01409(N)    082 12 41.54441(W) AD(       ) 2
 FB2764  NGVD 29 (07/19/86)  895.6    (m)         2938.     (f) VERT ANG    3  
 FB2764
 FB2764.Superseded values are not recommended for survey control.
 FB2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2764.See file dsdata.txt to determine how the superseded data were derived.
 FB2764
 FB2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8983805027(NAD 83)
 FB2764_MARKER: DE = TRAVERSE STATION DISK
 FB2764_SETTING: 66 = SET IN ROCK OUTCROP
 FB2764_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB2764_STAMPING: ET 1 WAC 1963
 FB2764_MARK LOGO: USGS  
 FB2764_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2764+STABILITY: POSITION/ELEVATION WELL
 FB2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2764+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1992
 FB2764
 FB2764  HISTORY     - Date     Condition        Report By
 FB2764  HISTORY     - 1963     MONUMENTED       USGS
 FB2764  HISTORY     - 19920206 SEE DESCRIPTION  NCGS
 FB2764
 FB2764                          STATION DESCRIPTION
 FB2764
 FB2764'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2764'THE STATION IS LOCATED ON WHITE OAK MOUNTAIN APPROXIMATELY 2.2 MILES
 FB2764'NORTH-NORTHWEST OF COLUMBUS AND 5.2 MILES NORTH-NORTHEAST OF TRYON.
 FB2764'
 FB2764'TO REACH THE STATION FROM THE NC 108 OVERPASS OF I-26 NEAR COLUMBUS,
 FB2764'PROCEED NORTHEAST ALONG NC 108 FOR 0.5 MILE TO INTERSECTION WITH SR
 FB2764'1137 (HOUSTON RD.), THENCE NORTHWEST ALONG SR 1137 FOR 0.55 MILE TO Y
 FB2764'INTERSECTION WITH SR 1135, CONTINUE RIGHT, NORTHWESTERLY ALONG SR 1137
 FB2764'FOR 0.6 MILE TO T INTERSECTION WITH SR 1136 ON THE LEFT, THENCE
 FB2764'NORTHWESTERLY ALONG SR 1136 FOR 3.0 MILES TO INTERSECTION WITH PRIVATE
 FB2764'ROAD (LEADNG TOWARD NORTHEAST END OF MOUNTAIN), THENCE ALONG PRIVATE
 FB2764'ROAD FOR 1.0 MILE TO INTERSECTION WITH PRIVATE DRIVE ON THE RIGHT,
 FB2764'THENCE NORTH ALONG PRIVATE DRIVE FOR 0.2 MILE TO STATION NEAR EAST END
 FB2764'OF OLD COOLIDGE HOME.
 FB2764'
 FB2764'STATION MARK IS A STANDARD USGS DISK, STAMPED---ET 1 WAC 1963---, SET
 FB2764'FLUSH IN DRILL HOLE IN ROCK OUTCROP.  MARK IS 96.7 FEET NORTH OF
 FB2764'EASTERNMOST CORNER OF FOUNDATION, 53.5 FEET WEST-SOUTHWEST OF 14 INCH
 FB2764'WHITE PINE WITH REFERENCE TAG, 73.0 FEET SOUTH-SOUTHWEST OF 12 INCH
 FB2764'POPLAR WITH REFERENCE TAG AND 46.5 FEET NORTHEAST OF 8 INCH WHITE PINE
 FB2764'WITH REFERENCE TAG.
 FB2764
 FB2764                          STATION RECOVERY (1992)
 FB2764
 FB2764'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2764'THE STATION WAS RECOVERED IN POOR CONDITION.  THE DISK HAS BEEN
 FB2764'REMOVED, BUT STEM STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8435 ***********************************************************************
 AE8435  DESIGNATION -  1 WDL
 AE8435  PID         -  AE8435
 AE8435  STATE/COUNTY-  NC/MONTGOMERY
 AE8435  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8435
 AE8435                         *CURRENT SURVEY CONTROL
 AE8435  ___________________________________________________________________
 AE8435* NAD 83(2001)-  35 14 09.05945(N)    080 01 20.77648(W)     ADJUSTED  
 AE8435* NAVD 88     -        86.30   (+/-2cm)     283.1    (feet)  VERTCON   
 AE8435  ___________________________________________________________________
 AE8435  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AE8435  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE8435  HORZ ORDER  -  SECOND
 AE8435  VERT ORDER  -  THIRD (See Below)
 AE8435
 AE8435.The horizontal coordinates were established by classical geodetic methods
 AE8435.and adjusted by the National Geodetic Survey in August 2005.
 AE8435
 AE8435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8435.The vertical order pertains to the NGVD 29 superseded value.
 AE8435
 AE8435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8435
 AE8435.The geoid height was determined by GEOID03.
 AE8435
 AE8435;                    North         East     Units Scale Factor Converg.
 AE8435;SPC NC       -   165,304.433   516,546.838   MT  0.99987263   -0 35 24.4
 AE8435;SPC NC       -   542,336.29  1,694,704.08   sFT  0.99987263   -0 35 24.4
 AE8435;UTM  17      - 3,899,636.240   588,948.901   MT  0.99969750   +0 33 50.5
 AE8435
 AE8435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8435!SPC NC       -   0.99999124  x   0.99987263  =   0.99986387
 AE8435!UTM  17      -   0.99999124  x   0.99969750  =   0.99968874
 AE8435
 AE8435                          SUPERSEDED SURVEY CONTROL
 AE8435
 AE8435  NAD 83(1986)-  35 14 09.07057(N)    080 01 20.78785(W) AD(       ) 2
 AE8435  NGVD 29 (04/08/98)   86.58   (m)          284.1    (f) LEVELING    3  
 AE8435
 AE8435.Superseded values are not recommended for survey control.
 AE8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8435.See file dsdata.txt to determine how the superseded data were derived.
 AE8435
 AE8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8894999636(NAD 83)
 AE8435_MARKER: DB = BENCH MARK DISK
 AE8435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8435_SP_SET: BRIDGE HEADWALL
 AE8435_STAMPING: 1 WDL 1955 284
 AE8435_MARK LOGO: USGS  
 AE8435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8435+STABILITY: SURFACE MOTION
 AE8435
 AE8435  HISTORY     - Date     Condition        Report By
 AE8435  HISTORY     - 1955     MONUMENTED       USGS
 AE8435  HISTORY     - 19830429 GOOD             NCGS
 AE8435
 AE8435                          STATION DESCRIPTION
 AE8435
 AE8435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8435'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF MT. GILEAD, AND
 AE8435'8.5 KM (5.30 MI) EAST OF NORWOOD.$ALONG NC 73 FOR 2.6 KM (1.60 MI)
 AE8435'NORTHWEST FROM NC 109 (IN MT. GILEAD) , AT CLARKS CREEK, ON THE WEST
 AE8435'SIDE OF THE ROAD IN THE NORTH END OF A CONCRETE CULVERT OVER CLARKS
 AE8435'CREEK.$MARK IS FLUSH IN A DRILLED HOLE IN THE CONCRETE CULVERT, ABOUT
 AE8435'2-FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5385 ***********************************************************************
 AI5385  DESIGNATION -  1 WSM
 AI5385  PID         -  AI5385
 AI5385  STATE/COUNTY-  NC/HALIFAX
 AI5385  USGS QUAD   -  HOBGOOD (1962)
 AI5385
 AI5385                         *CURRENT SURVEY CONTROL
 AI5385  ___________________________________________________________________
 AI5385* NAD 83(1986)-  36 01 32.     (N)    077 25 31.     (W)     SCALED    
 AI5385* NAVD 88     -        19.594  (meters)      64.28   (feet)  ADJUSTED  
 AI5385  ___________________________________________________________________
 AI5385  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 AI5385  DYNAMIC HT  -          19.578 (meters)      64.23  (feet)  COMP
 AI5385  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 AI5385
 AI5385  VERT ORDER  -  SECOND    CLASS II
 AI5385
 AI5385.The horizontal coordinates were scaled from a topographic map and have
 AI5385.an estimated accuracy of +/- 6 seconds.
 AI5385
 AI5385.The orthometric height was determined by differential leveling
 AI5385.and adjusted in July 2000.
 AI5385.No vertical observational check was made to the station.
 AI5385
 AI5385.The geoid height was determined by GEOID03.
 AI5385
 AI5385.The dynamic height is computed by dividing the NAVD 88
 AI5385.geopotential number by the normal gravity value computed on the
 AI5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5385.degrees latitude (g = 980.6199 gals.).
 AI5385
 AI5385.The modeled gravity was interpolated from observed gravity values.
 AI5385
 AI5385;                    North         East    Units  Estimated Accuracy
 AI5385;SPC NC       -   253,560.      751,530.      MT  (+/- 180 meters Scaled)
 AI5385
 AI5385                          SUPERSEDED SURVEY CONTROL
 AI5385
 AI5385.No superseded survey control is available for this station.
 AI5385
 AI5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE814895(NAD 83)
 AI5385_MARKER: DB = BENCH MARK DISK
 AI5385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5385_SP_SET: HEADWALL
 AI5385_STAMPING: 1 WSM 1955 65
 AI5385_MARK LOGO: USGS  
 AI5385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5385+STABILITY: SURFACE MOTION
 AI5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5385+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1997
 AI5385
 AI5385  HISTORY     - Date     Condition        Report By
 AI5385  HISTORY     - 1955     MONUMENTED       USGS
 AI5385  HISTORY     - 19970506 GOOD             NCGS
 AI5385
 AI5385                          STATION DESCRIPTION
 AI5385
 AI5385'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI5385'STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF HOBGOOD. ALONG NC 97
 AI5385'FOR 1.4 MI (2.3 KM) EAST FROM THE EDGECOMBE COUNTY LINE TO THE
 AI5385'STATION, IN WEST END OF HEADWALL OF CONCRETE CULVERT, ALSO 1.1 MI (1.8
 AI5385'KM) WEST OF NC 122. MARK IS ABOUT LEVEL WITH THE CENTERLINE OF NC 97,
 AI5385'AND IS FLUSH WITH THE CONCRETE HEADWALL. LOCATED 20.0 FT (6.1 M) NORTH
 AI5385'OF THE CENTERLINE OF NC 97.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5161 ***********************************************************************
 FA5161  DESIGNATION -  10 ATA
 FA5161  PID         -  FA5161
 FA5161  STATE/COUNTY-  NC/CALDWELL
 FA5161  USGS QUAD   -  DREXEL (1993)
 FA5161
 FA5161                         *CURRENT SURVEY CONTROL
 FA5161  ___________________________________________________________________
 FA5161* NAD 83(1995)-  35 52 08.30636(N)    081 32 24.43189(W)     NO CHECK  
 FA5161* NAVD 88     -       399.8    (meters)    1312.     (feet)  VERTCON   
 FA5161  ___________________________________________________________________
 FA5161  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FA5161  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 FA5161  HORZ ORDER  -  SECOND
 FA5161
 FA5161.The horizontal coordinates were established by classical geodetic methods
 FA5161.and adjusted by the National Geodetic Survey in April 1999.
 FA5161.No horizontal observational check was made to the station.
 FA5161
 FA5161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5161
 FA5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5161
 FA5161.The geoid height was determined by GEOID03.
 FA5161
 FA5161;                    North         East     Units Scale Factor Converg.
 FA5161;SPC NC       -   237,997.812   380,237.359   MT  0.99993050   -1 27 57.9
 FA5161;SPC NC       -   780,831.15  1,247,495.40   sFT  0.99993050   -1 27 57.9
 FA5161;UTM  17      - 3,969,550.579   451,239.645   MT  0.99962930   -0 18 59.3
 FA5161
 FA5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5161!SPC NC       -   0.99994234  x   0.99993050  =   0.99987285
 FA5161!UTM  17      -   0.99994234  x   0.99962930  =   0.99957166
 FA5161
 FA5161                          SUPERSEDED SURVEY CONTROL
 FA5161
 FA5161  NAD 83(1986)-  35 52 08.30715(N)    081 32 24.43413(W) AD(       ) 2
 FA5161  NGVD 29 (02/04/93)  399.9    (m)         1312.     (f) VERT ANG    3  
 FA5161
 FA5161.Superseded values are not recommended for survey control.
 FA5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5161.See file dsdata.txt to determine how the superseded data were derived.
 FA5161
 FA5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5124069551(NAD 83)
 FA5161_MARKER: DB = BENCH MARK DISK
 FA5161_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5161_SP_SET: PREFAB CONC. POST IN EARTH
 FA5161_STAMPING: 10 ATA 1951 1312
 FA5161_MARK LOGO: USGS  
 FA5161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5161+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 FA5161
 FA5161  HISTORY     - Date     Condition        Report By
 FA5161  HISTORY     - 1951     MONUMENTED       USGS
 FA5161  HISTORY     - 19890912 GOOD             NCGS
 FA5161
 FA5161                          STATION DESCRIPTION
 FA5161
 FA5161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA5161'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF
 FA5161'LENOIR, AND 5.0 KM (3.1 MI) NORTHWEST OF HUDSON.
 FA5161'PROCEED ALONG SR 1001 FOR 3.22 KM (2.00 MI) WEST FROM US 321A, TO
 FA5161'COLLIERS METHODIST CHURCH, AT POWER POLE.
 FA5161'MARK IS FLUSH WITH THE GROUND SURFACE AND IS ABOUT 2 FEET HIGHER THAN
 FA5161'THE ROAD. LOCATED 9.1 M (29.9 FT) NORTHWEST OF THE CENTERLINE OF SR
 FA5161'1001, 11.55 M (37.89 FT) SOUTHEAST OF WEST CORNER OF CENTER ENTRANCE
 FA5161'TO CHURCH, 14.4 M (47.2 FT) SOUTH OF SOUTHEAST CORNER OF CENTER
 FA5161'ENTRANCE TO CHURCH, 46.55 M (152.72 FT) SOUTHWEST OF SOUTH END OF
 FA5161'BRICK CHURCH SIGN AND 1.55 M (5.09 FT) EAST-NORTHEAST OF POWER POLE
 FA5161'(57) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6599 ***********************************************************************
 AH6599  DESIGNATION -  10 B NO 2774
 AH6599  PID         -  AH6599
 AH6599  STATE/COUNTY-  NC/RANDOLPH
 AH6599  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6599
 AH6599                         *CURRENT SURVEY CONTROL
 AH6599  ___________________________________________________________________
 AH6599* NAD 83(2001)-  35 53 54.74625(N)    079 58 57.79242(W)     ADJUSTED  
 AH6599* NAVD 88     -       259.6    (meters)     852.     (feet)  VERT ANG  
 AH6599  ___________________________________________________________________
 AH6599  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 AH6599  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AH6599  HORZ ORDER  -  SECOND
 AH6599
 AH6599.The horizontal coordinates were established by classical geodetic methods
 AH6599.and adjusted by the National Geodetic Survey in August 2005.
 AH6599
 AH6599.The orthometric height was determined by vertical angle observations.
 AH6599
 AH6599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6599
 AH6599.The geoid height was determined by GEOID03.
 AH6599
 AH6599;                    North         East     Units Scale Factor Converg.
 AH6599;SPC NC       -   238,782.681   520,889.304   MT  0.99993619   -0 34 01.9
 AH6599;SPC NC       -   783,406.18  1,708,950.99   sFT  0.99993619   -0 34 01.9
 AH6599;UTM  17      - 3,973,173.117   591,803.834   MT  0.99970385   +0 35 47.5
 AH6599
 AH6599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6599!SPC NC       -   0.99996409  x   0.99993619  =   0.99990028
 AH6599!UTM  17      -   0.99996409  x   0.99970385  =   0.99966795
 AH6599
 AH6599                          SUPERSEDED SURVEY CONTROL
 AH6599
 AH6599  NAD 83(1986)-  35 53 54.75347(N)    079 58 57.79982(W) AD(       ) 2
 AH6599
 AH6599.Superseded values are not recommended for survey control.
 AH6599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6599.See file dsdata.txt to determine how the superseded data were derived.
 AH6599
 AH6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9180473173(NAD 83)
 AH6599_MARKER: DD = SURVEY DISK
 AH6599_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6599_STAMPING: 10B NO 2774 1987
 AH6599_MARK LOGO: NCGS  
 AH6599_PROJECTION: FLUSH
 AH6599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6599
 AH6599  HISTORY     - Date     Condition        Report By
 AH6599  HISTORY     - UNK      MONUMENTED       LOCSUR
 AH6599  HISTORY     - 19870512 GOOD             NCGS
 AH6599
 AH6599                          STATION DESCRIPTION
 AH6599
 AH6599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6599'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF ARCHDALE. ALONG SR
 AH6599'1004 FOR 0.3 MI (0.5 KM) SOUTHEAST FROM NC 62 IN TRINITY, OR 0.45 MI
 AH6599'(0.72 KM) NORTHWEST OF THE I-85 UNDERPASS, IN THE SOUTHEAST CORNER
 AH6599'OF--TRINITY FRAME COMPANY,INC--YARD. MARK IS 1-FOOT LOWER THAN ROAD
 AH6599'AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED 24.7 FT (7.5 M)
 AH6599'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1004, 35.0 FT (10.7 M)
 AH6599'SOUTH-SOUTHEAST OF CENTERLINE OF SOUTH-MOST DRIVEWAY, 74.1 FT (22.6 M)
 AH6599'SOUTHEAST OF SOUTHEAST CORNER OF LARGE METAL BUILDING--AND 4.4 FT (1.3
 AH6599'M) EAST-NORTHEAST OF POWER POLE (NO 10), 70.0 FT (21.3 M)
 AH6599'NORTH-NORTHWEST OF 6-INCH DOGWOOD--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1809 ***********************************************************************
 AJ1809  DESIGNATION -  10 CMP
 AJ1809  PID         -  AJ1809
 AJ1809  STATE/COUNTY-  NC/BEAUFORT
 AJ1809  USGS QUAD   -  EDWARD (1983)
 AJ1809
 AJ1809                         *CURRENT SURVEY CONTROL
 AJ1809  ___________________________________________________________________
 AJ1809* NAD 83(1986)-  35 17 46.     (N)    076 53 28.     (W)     SCALED    
 AJ1809* NAVD 88     -        11.381  (meters)      37.34   (feet)  ADJUSTED  
 AJ1809  ___________________________________________________________________
 AJ1809  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 AJ1809  DYNAMIC HT  -          11.371 (meters)      37.31  (feet)  COMP
 AJ1809  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 AJ1809
 AJ1809  VERT ORDER  -  SECOND    CLASS II
 AJ1809
 AJ1809.The horizontal coordinates were scaled from a topographic map and have
 AJ1809.an estimated accuracy of +/- 6 seconds.
 AJ1809
 AJ1809.The orthometric height was determined by differential leveling
 AJ1809.and adjusted in April 2001.
 AJ1809
 AJ1809.The geoid height was determined by GEOID03.
 AJ1809
 AJ1809.The dynamic height is computed by dividing the NAVD 88
 AJ1809.geopotential number by the normal gravity value computed on the
 AJ1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1809.degrees latitude (g = 980.6199 gals.).
 AJ1809
 AJ1809.The modeled gravity was interpolated from observed gravity values.
 AJ1809
 AJ1809;                    North         East    Units  Estimated Accuracy
 AJ1809;SPC NC       -   173,550.      801,380.      MT  (+/- 180 meters Scaled)
 AJ1809
 AJ1809                          SUPERSEDED SURVEY CONTROL
 AJ1809
 AJ1809.No superseded survey control is available for this station.
 AJ1809
 AJ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE280075(NAD 83)
 AJ1809_MARKER: DB = BENCH MARK DISK
 AJ1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1809_STAMPING: 10 CMP 1964 39FT
 AJ1809_MARK LOGO: USGS  
 AJ1809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1809+STABILITY: SURFACE MOTION
 AJ1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1809+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 AJ1809
 AJ1809  HISTORY     - Date     Condition        Report By
 AJ1809  HISTORY     - 1964     MONUMENTED       USGS
 AJ1809  HISTORY     - 19970211 GOOD             NCGS
 AJ1809
 AJ1809                          STATION DESCRIPTION
 AJ1809
 AJ1809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1809'STATION IS LOCATED 2.1 MI (3.4 KM) SOUTH-SOUTHWEST OF EDWARD AND 5.8
 AJ1809'MI (9.3 KM) OF AURORA.  PROCEED ALONG NC 33 FOR 0.1 MI (0.2 KM)
 AJ1809'SOUTHEAST FROM THE EDWARD POST OFFICE TO SR 1932 (MARYS CHAPEL CHURCH
 AJ1809'ROAD), THENCE ALONG SR 1932 FOR 2.0 MI (3.2 KM) SOUTH TO SR 1003
 AJ1809'(TUNSTALL SWAMP ROAD), THENCE ALONG SR 1003 FOR 0.65 MI (1.05 KM) WEST
 AJ1809'TO THE STATION, OPPOSITE A SMALL GRAY CONCRETE BLOCK RESIDENCE (2157)
 AJ1809'BELONGING TO GATHA JONES.  MARK IS ABOUT LEVEL WITH SR 1003 AND
 AJ1809'PROJECTS 3-INCHES ABOVE THE GROUND.  LOCATED 26.6 FT (8.1 M)
 AJ1809'NORTH-NORTHEAST OF THE CENTERLINE OF SR 1003, 26 FT (7.9 M)
 AJ1809'EAST-SOUTHEAST THE CENTERLINE OF A GRAVEL DRIVE LEADING NORTH, 2.2 FT
 AJ1809'(0.7 M) NORTH-NORTHEAST OF A METAL WITNESS SIGN,---AND 37.6 FT (11.5
 AJ1809'M) SOUTHWEST OF A TELEPHONE POLE AND PEDESTAL (59N) 35.0 FT (10.7 M)
 AJ1809'SOUTH-SOUTHEAST OF A POWER POLE---BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2754 ***********************************************************************
 FX2754  DESIGNATION -  10 CRH USGS
 FX2754  PID         -  FX2754
 FX2754  STATE/COUNTY-  NC/HERTFORD
 FX2754  USGS QUAD   -  AHOSKIE (1982)
 FX2754
 FX2754                         *CURRENT SURVEY CONTROL
 FX2754  ___________________________________________________________________
 FX2754* NAD 83(1986)-  36 21 14.     (N)    076 58 45.     (W)     SCALED    
 FX2754* NAVD 88     -        15.341  (meters)      50.33   (feet)  ADJUSTED  
 FX2754  ___________________________________________________________________
 FX2754  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2754  DYNAMIC HT  -          15.329 (meters)      50.29  (feet)  COMP
 FX2754  MODELED GRAV-     979,852.9   (mgal)                       NAVD 88
 FX2754
 FX2754  VERT ORDER  -  SECOND    CLASS II
 FX2754
 FX2754.The horizontal coordinates were scaled from a topographic map and have
 FX2754.an estimated accuracy of +/- 6 seconds.
 FX2754
 FX2754.The orthometric height was determined by differential leveling
 FX2754.and adjusted in June 1991.
 FX2754
 FX2754.The geoid height was determined by GEOID03.
 FX2754
 FX2754.The dynamic height is computed by dividing the NAVD 88
 FX2754.geopotential number by the normal gravity value computed on the
 FX2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2754.degrees latitude (g = 980.6199 gals.).
 FX2754
 FX2754.The modeled gravity was interpolated from observed gravity values.
 FX2754
 FX2754;                    North         East    Units  Estimated Accuracy
 FX2754;SPC NC       -   290,720.      790,990.      MT  (+/- 180 meters Scaled)
 FX2754
 FX2754                          SUPERSEDED SURVEY CONTROL
 FX2754
 FX2754.No superseded survey control is available for this station.
 FX2754
 FX2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF224250(NAD 83)
 FX2754_MARKER: DB = BENCH MARK DISK
 FX2754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2754_SP_SET: IN HEADWALL
 FX2754_STAMPING: 10 CRH 1972 52
 FX2754_MARK LOGO: USGS  
 FX2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2754+STABILITY: SURFACE MOTION
 FX2754
 FX2754  HISTORY     - Date     Condition        Report By
 FX2754  HISTORY     - 1972     MONUMENTED       USGS
 FX2754  HISTORY     - 1980     GOOD             NCGS
 FX2754
 FX2754                          STATION DESCRIPTION
 FX2754
 FX2754'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2754'3.5 MI SW FROM WINTON.
 FX2754'63.1 FEET NORTHWEST OF NORTHWEST CORNER OF PLEASANT PLAINS CHURCH,
 FX2754'25.1 FEET EAST OF US HIGHWAY 13, SET IN CENTER OF HEADWALL AT DRIVE
 FX2754'TO CHURCH, 1.0 FEET LOWER THAN HIGHWAY 13 AT DRIVE EAST TO CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9330 ***********************************************************************
 AF9330  DESIGNATION -  10 DOP
 AF9330  PID         -  AF9330
 AF9330  STATE/COUNTY-  NC/STOKES
 AF9330  USGS QUAD   -  PILOT MOUNTAIN (1977)
 AF9330
 AF9330                         *CURRENT SURVEY CONTROL
 AF9330  ___________________________________________________________________
 AF9330* NAD 83(2001)-  36 26 40.34886(N)    080 24 41.90164(W)     ADJUSTED  
 AF9330* NAVD 88     -       372.38   (+/-2cm)    1221.7    (feet)  VERTCON   
 AF9330  ___________________________________________________________________
 AF9330  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AF9330  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AF9330  HORZ ORDER  -  SECOND
 AF9330  VERT ORDER  -  THIRD (See Below)
 AF9330
 AF9330.The horizontal coordinates were established by classical geodetic methods
 AF9330.and adjusted by the National Geodetic Survey in August 2005.
 AF9330
 AF9330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9330.The vertical order pertains to the NGVD 29 superseded value.
 AF9330
 AF9330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9330
 AF9330.The geoid height was determined by GEOID03.
 AF9330
 AF9330;                    North         East     Units Scale Factor Converg.
 AF9330;SPC NC       -   299,829.247   483,033.716   MT  1.00008942   -0 48 53.1
 AF9330;SPC NC       -   983,689.79  1,584,753.12   sFT  1.00008942   -0 48 53.1
 AF9330;UTM  17      - 4,033,417.250   552,728.620   MT  0.99963425   +0 20 58.3
 AF9330
 AF9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9330!SPC NC       -   0.99994679  x   1.00008942  =   1.00003620
 AF9330!UTM  17      -   0.99994679  x   0.99963425  =   0.99958105
 AF9330
 AF9330                          SUPERSEDED SURVEY CONTROL
 AF9330
 AF9330  NAD 83(1986)-  36 26 40.35624(N)    080 24 41.90702(W) AD(       ) 2
 AF9330  NGVD 29 (07/20/98)  372.54   (m)         1222.2    (f) LEVELING    3  
 AF9330
 AF9330.Superseded values are not recommended for survey control.
 AF9330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9330.See file dsdata.txt to determine how the superseded data were derived.
 AF9330
 AF9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5272933417(NAD 83)
 AF9330_MARKER: DD = SURVEY DISK
 AF9330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9330_STAMPING: 10 DOP 1962 1222
 AF9330_MARK LOGO: USGS  
 AF9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9330+STABILITY: SURFACE MOTION
 AF9330
 AF9330  HISTORY     - Date     Condition        Report By
 AF9330  HISTORY     - 1962     MONUMENTED       USGS
 AF9330  HISTORY     - 19870304 GOOD             NCGS
 AF9330
 AF9330                          STATION DESCRIPTION
 AF9330
 AF9330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AF9330'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF PILOT MOUNTAIN
 AF9330'AND 2.6 MI (4.2 KM) SOUTHEAST OF WESTFIELD. AT SR 1212 EAST (BROWN
 AF9330'MOUNTAIN CHURCH ROAD) AND SR 1212 NORTH (JACKSON ROAD), JUST
 AF9330'SOUTH-SOUTHEAST OF THE CROSSROADS. MARK PROJECTS 6 INCHES ABOVE GROUND
 AF9330'AND IS 5 FEET (1.5 M) HIGHER THAN THE ROAD.  LOCATED 85.0 FT (25.9 M)
 AF9330'SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FT (0.3 M) NORTHEAST OF A
 AF9330'METAL WITNESS POST, AND 65.9 FT (20.1 M) SOUTH OF A POWER POLE WITH A
 AF9330'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8295 ***********************************************************************
 AF8295  DESIGNATION -  10 DRD
 AF8295  PID         -  AF8295
 AF8295  STATE/COUNTY-  NC/RUTHERFORD
 AF8295  USGS QUAD   -  DYSARTSVILLE (1993)
 AF8295
 AF8295                         *CURRENT SURVEY CONTROL
 AF8295  ___________________________________________________________________
 AF8295* NAD 83(1986)-  35 32 32.     (N)    081 51 23.     (W)     SCALED    
 AF8295* NAVD 88     -       300.02   (meters)     984.3    (feet)  LEVELING  
 AF8295  ___________________________________________________________________
 AF8295  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AF8295  VERT ORDER  -  THIRD
 AF8295
 AF8295.The horizontal coordinates were scaled from a topographic map and have
 AF8295.an estimated accuracy of +/- 6 seconds.
 AF8295
 AF8295.The orthometric height was determined by differential leveling.
 AF8295.The vertical network tie was performed by a horz. field party for horz.
 AF8295.obs reductions. Reset procedures were used to establish the elevation.
 AF8295
 AF8295.The geoid height was determined by GEOID03.
 AF8295
 AF8295;                    North         East    Units  Estimated Accuracy
 AF8295;SPC NC       -   202,540.      350,640.      MT  (+/- 180 meters Scaled)
 AF8295
 AF8295                          SUPERSEDED SURVEY CONTROL
 AF8295
 AF8295.No superseded survey control is available for this station.
 AF8295
 AF8295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV223335(NAD 83)
 AF8295_MARKER: DB = BENCH MARK DISK
 AF8295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8295_SP_SET: CONCRETE HEADWALL
 AF8295_STAMPING: 10 DRD 1958 985
 AF8295_MARK LOGO: USGS  
 AF8295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8295+STABILITY: SURFACE MOTION
 AF8295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8295+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1998
 AF8295
 AF8295  HISTORY     - Date     Condition        Report By
 AF8295  HISTORY     - 1958     MONUMENTED       USGS
 AF8295  HISTORY     - 19980210 GOOD             NCGS
 AF8295
 AF8295                          STATION DESCRIPTION
 AF8295
 AF8295'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AF8295'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF DYSARTVILLE AND 12.5
 AF8295'MI (20.1 KM) NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 2.4 MI (3.9
 AF8295'KM) SOUTH FROM NC 226 (JUST SOUTHEAST 0F DYSARTVILLE), AT THE
 AF8295'MCDOWELL/RUTHERFORD COUNTY LINE. MARK IS FLUSH WITH CONCRETE AND ABOUT
 AF8295'1-FOOT LOWER THAN US 64. LOCATED 17.0 FT (5.2 M) WEST OF THE
 AF8295'CENTERLINE OF US 64, 75.7 FT (23.1 M) NORTH OF A TELEPHONE PEDESTAL,
 AF8295'59.3 FT (18.1 M) SOUTH OF THE MCDOWELL/RUTHERFORD COUNTY LINE SIGN ON
 AF8295'THE WEST SIDE OF US 64, AND 69.1 FT (21.1 M) EAST OF A 15-INCH TWIN
 AF8295'POPLAR WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1719 ***********************************************************************
 FZ1719  DESIGNATION -  10 EG 1
 FZ1719  PID         -  FZ1719
 FZ1719  STATE/COUNTY-  NC/SURRY
 FZ1719  USGS QUAD   -  PILOT MOUNTAIN (1977)
 FZ1719
 FZ1719                         *CURRENT SURVEY CONTROL
 FZ1719  ___________________________________________________________________
 FZ1719* NAD 83(2007)-  36 24 31.34733(N)    080 29 57.61671(W)     ADJUSTED  
 FZ1719* NAVD 88     -       340.4    (meters)    1117.     (feet)  VERTCON   
 FZ1719  ___________________________________________________________________
 FZ1719  EPOCH DATE  -        2002.00
 FZ1719  X           -     848,313.876 (meters)                     COMP
 FZ1719  Y           -  -5,068,964.028 (meters)                     COMP
 FZ1719  Z           -   3,764,968.537 (meters)                     COMP
 FZ1719  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FZ1719  ELLIP HEIGHT-         307.050 (meters)          (02/10/07) ADJUSTED
 FZ1719  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 FZ1719
 FZ1719  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1719  Type    PID    Designation                      North   East  Ellip
 FZ1719  -------------------------------------------------------------------
 FZ1719  NETWORK FZ1719 10 EG 1                           0.43   0.37   1.02
 FZ1719  -------------------------------------------------------------------
 FZ1719
 FZ1719.The horizontal coordinates were established by GPS observations
 FZ1719.and adjusted by the National Geodetic Survey in February 2007.
 FZ1719
 FZ1719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1719.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1719.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1719.The epoch date for horizontal control is a decimal equivalence
 FZ1719.of Year/Month/Day.
 FZ1719
 FZ1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1719
 FZ1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1719
 FZ1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1719
 FZ1719.The ellipsoidal height was determined by GPS observations
 FZ1719.and is referenced to NAD 83.
 FZ1719
 FZ1719.The geoid height was determined by GEOID03.
 FZ1719
 FZ1719;                    North         East     Units Scale Factor Converg.
 FZ1719;SPC NC       -   295,968.296   475,111.182   MT  1.00007655   -0 51 55.3
 FZ1719;SPC NC       -   971,022.65  1,558,760.60   sFT  1.00007655   -0 51 55.3
 FZ1719;UTM  17      - 4,029,398.061   544,889.668   MT  0.99962483   +0 17 49.8
 FZ1719
 FZ1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1719!SPC NC       -   0.99995181  x   1.00007655  =   1.00002836
 FZ1719!UTM  17      -   0.99995181  x   0.99962483  =   0.99957666
 FZ1719
 FZ1719:                Primary Azimuth Mark                     Grid Az
 FZ1719:SPC NC       -  SAURATOWN TV WSJS ANTENNA                109 06 08.9
 FZ1719:UTM  17      -  SAURATOWN TV WSJS ANTENNA                107 56 23.8
 FZ1719
 FZ1719|---------------------------------------------------------------------|
 FZ1719| PID    Reference Object                     Distance      Geod. Az  |
 FZ1719|                                                           dddmmss.s |
 FZ1719| FZ1659 SAURATOWN TV WSJS ANTENNA           APPROX.11.9 KM 1081413.6 |
 FZ1719| FZ1726 CORN                                APPROX. 1.2 KM 3135404.9 |
 FZ1719|---------------------------------------------------------------------|
 FZ1719
 FZ1719                          SUPERSEDED SURVEY CONTROL
 FZ1719
 FZ1719  NAD 83(2001)-  36 24 31.34790(N)    080 29 57.61687(W) AD(       ) 1
 FZ1719  ELLIP H (03/13/03)  307.008  (m)                       GP(       ) 4 2
 FZ1719  NAD 83(1986)-  36 24 31.35513(N)    080 29 57.62238(W) AD(       ) 1
 FZ1719  NAD 83(1993)-  36 24 31.35806(N)    080 29 57.62611(W) AD(       ) 2
 FZ1719  NAD 83(1986)-  36 24 31.36006(N)    080 29 57.62394(W) AD(       ) 2
 FZ1719  NAD 27      -  36 24 30.87050(N)    080 29 58.40328(W) AD(       ) 2
 FZ1719  NGVD 29 (10/14/98)  340.6    (m)         1117.     (f) GPS OBS     3  
 FZ1719
 FZ1719.Superseded values are not recommended for survey control.
 FZ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1719.See file dsdata.txt to determine how the superseded data were derived.
 FZ1719
 FZ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4489029398(NAD 83)
 FZ1719_MARKER: DD = SURVEY DISK
 FZ1719_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ1719_STAMPING: 10 EG 1 1948
 FZ1719_MARK LOGO: NCDOT 
 FZ1719_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1719+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 FZ1719
 FZ1719  HISTORY     - Date     Condition        Report By
 FZ1719  HISTORY     - 1967     MONUMENTED       NCSHC
 FZ1719  HISTORY     - 19950221 GOOD             NCGS
 FZ1719
 FZ1719                          STATION DESCRIPTION
 FZ1719
 FZ1719'DESCRIBED BY NC STATE HWYS COMM 1967 (CBM)
 FZ1719'10EG1 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1719'IN THE VICINITY OF U.S. 52 BETWEEN MT. AIRY AND WINSTON SALEM,
 FZ1719'NORTH CAROLINA.
 FZ1719'
 FZ1719'10EG1 IS LOCATED APPROXIMATELY 2.3 MILES NORTHWEST OF PILOT
 FZ1719'MOUNTAIN.  STATION IS IN THE NORTHWEST QUADRANT FORMED BY SR
 FZ1719'1815 (COOK SCHOOL RD.) BRIDGE AND U.S. 52.
 FZ1719'
 FZ1719'STATION MARK IS A STATE HIGHWAY COMMISSION DISK, STAMPED 10EG1
 FZ1719'AND IS TWO INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ1719'
 FZ1719'MARK IS 22.1 FT NW OF C/L OF INTERSECTION OF SR 1815 AT NE END
 FZ1719'OF BRIDGE
 FZ1719'
 FZ1719'8.2 FT NNW OF NW END OF CONCRETE BRIDGE GUARD RAIL
 FZ1719'
 FZ1719'7.6 FT SW OF 2ND METAL GUARD RAIL POST
 FZ1719'
 FZ1719'11.0 FT SW OF 4X4 POST WITH CAUTION SIGN, AND ALUMINUM REF. TAG
 FZ1719'
 FZ1719'31.3 FT W OF 4X4 POST WITH CAUTION SIGN, AND ALUMINUM REF. TAG
 FZ1719
 FZ1719                          STATION RECOVERY (1995)
 FZ1719
 FZ1719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ1719'RECOVERED AS DESCRIBED. CAUTION SIGN POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ3050 ***********************************************************************
 FZ3050  DESIGNATION -  10 JLH
 FZ3050  PID         -  FZ3050
 FZ3050  STATE/COUNTY-  NC/WILKES
 FZ3050  USGS QUAD   -  RONDA (1971)
 FZ3050
 FZ3050                         *CURRENT SURVEY CONTROL
 FZ3050  ___________________________________________________________________
 FZ3050* NAD 83(2007)-  36 13 50.84228(N)    080 59 35.97363(W)     ADJUSTED  
 FZ3050* NAVD 88     -       356.2    (meters)    1169.     (feet)  VERTCON   
 FZ3050  ___________________________________________________________________
 FZ3050  EPOCH DATE  -        2002.00
 FZ3050  X           -     806,412.414 (meters)                     COMP
 FZ3050  Y           -  -5,087,651.978 (meters)                     COMP
 FZ3050  Z           -   3,749,070.080 (meters)                     COMP
 FZ3050  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FZ3050  ELLIP HEIGHT-         323.037 (meters)          (02/10/07) ADJUSTED
 FZ3050  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 FZ3050
 FZ3050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ3050  Type    PID    Designation                      North   East  Ellip
 FZ3050  -------------------------------------------------------------------
 FZ3050  NETWORK FZ3050 10 JLH                            0.84   0.78   2.49
 FZ3050  -------------------------------------------------------------------
 FZ3050
 FZ3050.The horizontal coordinates were established by GPS observations
 FZ3050.and adjusted by the National Geodetic Survey in February 2007.
 FZ3050
 FZ3050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ3050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ3050.The horizontal coordinates are valid at the epoch date displayed above.
 FZ3050.The epoch date for horizontal control is a decimal equivalence
 FZ3050.of Year/Month/Day.
 FZ3050
 FZ3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ3050
 FZ3050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ3050
 FZ3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ3050
 FZ3050.The ellipsoidal height was determined by GPS observations
 FZ3050.and is referenced to NAD 83.
 FZ3050
 FZ3050.The geoid height was determined by GEOID03.
 FZ3050
 FZ3050;                    North         East     Units Scale Factor Converg.
 FZ3050;SPC NC       -   277,008.173   430,409.443   MT  1.00001853   -1 09 01.8
 FZ3050;SPC NC       -   908,817.65  1,412,101.65   sFT  1.00001853   -1 09 01.8
 FZ3050;UTM  17      - 4,009,546.899   500,599.753   MT  0.99960000   +0 00 14.2
 FZ3050
 FZ3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ3050!SPC NC       -   0.99994930  x   1.00001853  =   0.99996783
 FZ3050!UTM  17      -   0.99994930  x   0.99960000  =   0.99954932
 FZ3050
 FZ3050                          SUPERSEDED SURVEY CONTROL
 FZ3050
 FZ3050  NAD 83(2001)-  36 13 50.84257(N)    080 59 35.97370(W) AD(       ) 1
 FZ3050  ELLIP H (03/13/03)  323.035  (m)                       GP(       ) 4 2
 FZ3050  NAD 83(1993)-  36 13 50.84841(N)    080 59 35.98089(W) AD(       ) 1
 FZ3050  NAD 83(1986)-  36 13 50.85074(N)    080 59 35.98065(W) AD(       ) 1
 FZ3050  NGVD 29 (11/18/93)  356.4    (m)         1169.     (f) GPS OBS     3  
 FZ3050
 FZ3050.Superseded values are not recommended for survey control.
 FZ3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ3050.See file dsdata.txt to determine how the superseded data were derived.
 FZ3050
 FZ3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0060009547(NAD 83)
 FZ3050_MARKER: DB = BENCH MARK DISK
 FZ3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ3050_SP_SET: CONCRETE POST
 FZ3050_STAMPING: 10 JLH 1963 1169
 FZ3050_MARK LOGO: USGS  
 FZ3050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ3050+STABILITY: SURFACE MOTION
 FZ3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ3050+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 FZ3050
 FZ3050  HISTORY     - Date     Condition        Report By
 FZ3050  HISTORY     - 1963     MONUMENTED       USGS
 FZ3050  HISTORY     - 19920707 GOOD             NCGS
 FZ3050
 FZ3050                          STATION DESCRIPTION
 FZ3050
 FZ3050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ3050'THE STATION IS LOCATED APPROXIMATELY 10.1 MI (16.3 KM) NORTHEAST OF
 FZ3050'WILKESBORO AND 3.0 MI (4.8 KM) NORTHWEST OF RONDA.
 FZ3050'ALONG SR 1990 (SHEPHARDS X-ROADS ROAD) FOR 2.05 MI (3.30 KM) NORTHEAST
 FZ3050'FROM NC 268 (IN ROARING RIVER) TO THE STATION ON THE NORTH SIDE OF
 FZ3050'THE ROAD.
 FZ3050'MARK IS ABOUT 3 FEET HIGHER THAN THE ROAD AND PROJECTING 3 INCHES
 FZ3050'ABOVE THE GROUND. LOCATED 35.0 FT (10.7 M) NORTH-NORTHWEST OF THE
 FZ3050'CENTERLINE OF SR 1990, 72.2 FT (22.0 M) SOUTHWEST OF THE SOUTHWEST
 FZ3050'CORNER OF THE PORCH OF A 1 STORY FRAME HOUSE, 72.2 FT (22.0 M)
 FZ3050'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 28.5 FT
 FZ3050'(8.7 M) WEST OF THE NORTH END OF A CULVERT UNDER THE ROAD AND 95.6 FT
 FZ3050'(29.1 M) WEST-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2191 ***********************************************************************
 AI2191  DESIGNATION -  10 JMS 7
 AI2191  PID         -  AI2191
 AI2191  STATE/COUNTY-  NC/RICHMOND
 AI2191  USGS QUAD   -  HAMLET (1982)
 AI2191
 AI2191                         *CURRENT SURVEY CONTROL
 AI2191  ___________________________________________________________________
 AI2191* NAD 83(1986)-  34 52 34.     (N)    079 44 30.     (W)     SCALED    
 AI2191* NAVD 88     -       105.351  (meters)     345.64   (feet)  ADJUSTED  
 AI2191  ___________________________________________________________________
 AI2191  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AI2191  DYNAMIC HT  -         105.254 (meters)     345.32  (feet)  COMP
 AI2191  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 AI2191
 AI2191  VERT ORDER  -  SECOND    CLASS II
 AI2191
 AI2191.The horizontal coordinates were scaled from a topographic map and have
 AI2191.an estimated accuracy of +/- 6 seconds.
 AI2191
 AI2191.The orthometric height was determined by differential leveling
 AI2191.and adjusted in August 2000.
 AI2191.No vertical observational check was made to the station.
 AI2191
 AI2191.The geoid height was determined by GEOID03.
 AI2191
 AI2191.The dynamic height is computed by dividing the NAVD 88
 AI2191.geopotential number by the normal gravity value computed on the
 AI2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2191.degrees latitude (g = 980.6199 gals.).
 AI2191
 AI2191.The modeled gravity was interpolated from observed gravity values.
 AI2191
 AI2191;                    North         East    Units  Estimated Accuracy
 AI2191;SPC NC       -   125,170.      541,800.      MT  (+/- 180 meters Scaled)
 AI2191
 AI2191                          SUPERSEDED SURVEY CONTROL
 AI2191
 AI2191.No superseded survey control is available for this station.
 AI2191
 AI2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU150600(NAD 83)
 AI2191_MARKER: DD = SURVEY DISK
 AI2191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AI2191+WITH SETTING: INTO GROUND
 AI2191_STAMPING: 10 JMS 7 1980
 AI2191_MARK LOGO: NCDOT 
 AI2191_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2191+STABILITY: SURFACE MOTION
 AI2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2191+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 AI2191
 AI2191  HISTORY     - Date     Condition        Report By
 AI2191  HISTORY     - 1980     MONUMENTED       NCDOT
 AI2191  HISTORY     - 19980310 GOOD             NCGS
 AI2191
 AI2191                          STATION DESCRIPTION
 AI2191
 AI2191'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AI2191'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF ROCKINGHAM
 AI2191'AND 2.6 MI (4.2 KM) SOUTHWEST OF HAMLET. FROM US 74 PROCEED ALONG NC
 AI2191'177 FOR 0.95 SOUTHWEST, THENCE ALONG SR 1900 SOUTHWEST FOR 1.55 MI
 AI2191'(2.49 KM) TO STATION, AND APPROXIMATELY 240-FEET NORTHEAST OF
 AI2191'INTERSECTION WITH SR 1966 IN FRONT OF BLOCK BUILDING OF--OUT REACH FOR
 AI2191'JESUS SOUTHEASTERN CHRISTIAN ACADEMY. MARK IS ABOUT LEVEL WITH ROAD
 AI2191'AND 2-INCHES BELOW THE GOUND. LOCATED 28.2 FT (8.6 M) NORTHHWEST OF
 AI2191'THE CENTERLINE OF SR 1900, 87.0 FT (26.5 M) SOUTH OF THE SOUTHWEST
 AI2191'CORNER OF BLOCK CHURCH BUILDING--AND 23.5 FT (7.2 M) SOUTHEAST OF
 AI2191'LIGHT POLE, 63.3 FT (19.3 M) EAST OF POWER POLE WITH TRANSFORMER--BOTH
 AI2191'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI7573 ***********************************************************************
 DI7573  DESIGNATION -  10 JWG
 DI7573  PID         -  DI7573
 DI7573  STATE/COUNTY-  NC/GASTON
 DI7573  USGS QUAD   -  LINCOLNTON WEST (1993)
 DI7573
 DI7573                         *CURRENT SURVEY CONTROL
 DI7573  ___________________________________________________________________
 DI7573* NAD 83(2007)-  35 24 47.36181(N)    081 20 40.55164(W)     ADJUSTED  
 DI7573* NAVD 88     -       242.54   (meters)     795.7    (feet)  LEVELING  
 DI7573  ___________________________________________________________________
 DI7573  EPOCH DATE  -        2002.00
 DI7573  X           -     783,182.936 (meters)                     COMP
 DI7573  Y           -  -5,144,903.667 (meters)                     COMP
 DI7573  Z           -   3,675,441.703 (meters)                     COMP
 DI7573  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DI7573  ELLIP HEIGHT-         210.822 (meters)          (09/18/08) ADJUSTED
 DI7573  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DI7573  HORZ ORDER  -  FIRST
 DI7573  VERT ORDER  -  THIRD ?
 DI7573  ELLP ORDER  -  FOURTH    CLASS I
 DI7573
 DI7573.The horizontal coordinates were established by GPS observations
 DI7573.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 DI7573
 DI7573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI7573.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI7573.The horizontal coordinates are valid at the epoch date displayed above.
 DI7573.The epoch date for horizontal control is a decimal equivalence
 DI7573.of Year/Month/Day.
 DI7573
 DI7573.The orthometric height was determined by differential leveling.
 DI7573.The vertical network tie was performed by a horz. field party for horz.
 DI7573.obs reductions. Reset procedures were used to establish the elevation.
 DI7573
 DI7573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI7573
 DI7573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI7573
 DI7573.The ellipsoidal height was determined by GPS observations
 DI7573.and is referenced to NAD 83.
 DI7573
 DI7573.The geoid height was determined by GEOID03.
 DI7573
 DI7573;                    North         East     Units Scale Factor Converg.
 DI7573;SPC NC       -   187,008.614   396,694.667   MT  0.99987654   -1 21 11.6
 DI7573;SPC NC       -   613,544.09  1,301,489.09   sFT  0.99987654   -1 21 11.6
 DI7573;UTM  17      - 3,918,916.584   468,713.704   MT  0.99961206   -0 11 58.9
 DI7573
 DI7573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7573!SPC NC       -   0.99996691  x   0.99987654  =   0.99984345
 DI7573!UTM  17      -   0.99996691  x   0.99961206  =   0.99957898
 DI7573
 DI7573                          SUPERSEDED SURVEY CONTROL
 DI7573
 DI7573  NAD 83(1986)-  35 24 47.37626(N)    081 20 40.55276(W) AD(       ) 1
 DI7573  NAD 83(2001)-  35 24 47.36173(N)    081 20 40.55177(W) AD(       ) 1
 DI7573  ELLIP H (05/31/07)  210.829  (m)                       GP(       ) 4 1
 DI7573
 DI7573.Superseded values are not recommended for survey control.
 DI7573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7573.See file dsdata.txt to determine how the superseded data were derived.
 DI7573
 DI7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6871418917(NAD 83)
 DI7573_MARKER: DB = BENCH MARK DISK
 DI7573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI7573_SP_SET: BRIDGE WHEEL GUARD
 DI7573_STAMPING: 10 JWG 796 1973
 DI7573_MARK LOGO: USGS  
 DI7573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI7573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7573+STABILITY: SURFACE MOTION
 DI7573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7573+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 DI7573
 DI7573  HISTORY     - Date     Condition        Report By
 DI7573  HISTORY     - 1973     MONUMENTED       USGS
 DI7573  HISTORY     - 19990615 GOOD             NCGS
 DI7573
 DI7573                          STATION DESCRIPTION
 DI7573
 DI7573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DI7573'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHEAST OF CHERRYVILLE AND
 DI7573'6.3 MI (10.1 KM) SOUTHWEST OF LINCOLNTON NEAR THE LINCOLN/GASTON
 DI7573'COUNTY LINE.    ALONG SR 1002 - BUD BLACK ROAD FOR 0.25 MI (0.40 KM)
 DI7573'SOUTHEAST FROM THE LINCOLN/GASTON COUNTY LINE TO THE BRIDGE OVER
 DI7573'INDIAN CREEK, IN THE SOUTH END OF THE EAST WHEEL GUARD.    MARK IS
 DI7573'ABOUT 1-FOOT HIGHER THAN SR 1002 AND IS FLUSH WITH THE GROUND.
 DI7573'LOCATED 12.0 FT (3.7 M) NORTHEAST OF THE CENTERLINE OF SR 1002
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2054 ***********************************************************************
 AB2054  DESIGNATION -  10 LB 3
 AB2054  PID         -  AB2054
 AB2054  STATE/COUNTY-  NC/DURHAM
 AB2054  USGS QUAD   -  CHAPEL HILL (1993)
 AB2054
 AB2054                         *CURRENT SURVEY CONTROL
 AB2054  ___________________________________________________________________
 AB2054* NAD 83(2001)-  35 54 04.26763(N)    079 00 23.53822(W)     NO CHECK  
 AB2054* NAVD 88     -        91.37   (+/-2cm)     299.8    (feet)  VERTCON   
 AB2054  ___________________________________________________________________
 AB2054  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AB2054  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AB2054  HORZ ORDER  -  SECOND
 AB2054  VERT ORDER  -  THIRD ? (See Below)
 AB2054
 AB2054.The horizontal coordinates were established by classical geodetic methods
 AB2054.and adjusted by the National Geodetic Survey in August 2005.
 AB2054.No horizontal observational check was made to the station.
 AB2054
 AB2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2054.The vertical order pertains to the NGVD 29 superseded value.
 AB2054
 AB2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2054
 AB2054.The geoid height was determined by GEOID03.
 AB2054
 AB2054;                    North         East     Units Scale Factor Converg.
 AB2054;SPC NC       -   238,637.041   609,010.997   MT  0.99993671   -0 00 13.6
 AB2054;SPC NC       -   782,928.36  1,998,063.58   sFT  0.99993671   -0 00 13.6
 AB2054;UTM  17      - 3,974,824.164   679,901.259   MT  0.99999881   +1 10 09.3
 AB2054
 AB2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2054!SPC NC       -   0.99999056  x   0.99993671  =   0.99992727
 AB2054!UTM  17      -   0.99999056  x   0.99999881  =   0.99998937
 AB2054
 AB2054                          SUPERSEDED SURVEY CONTROL
 AB2054
 AB2054  NAD 83(1986)-  35 54 04.27104(N)    079 00 23.54814(W) AD(       ) 2
 AB2054  NGVD 29 (04/29/96)   91.62   (m)          300.6    (f) LEVELING    3  
 AB2054
 AB2054.Superseded values are not recommended for survey control.
 AB2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2054.See file dsdata.txt to determine how the superseded data were derived.
 AB2054
 AB2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7990174824(NAD 83)
 AB2054_MARKER: DE = TRAVERSE STATION DISK
 AB2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2054_STAMPING: 10 LB 3 1973
 AB2054_MARK LOGO: NCDOT 
 AB2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2054+STABILITY: SURFACE MOTION
 AB2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2054+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 AB2054
 AB2054  HISTORY     - Date     Condition        Report By
 AB2054  HISTORY     - 1973     MONUMENTED       NCDOT
 AB2054  HISTORY     - 19880101 GOOD             NCGS
 AB2054  HISTORY     - 19930208 GOOD             NCGS
 AB2054  HISTORY     - 20051001 GOOD             GEOCAC
 AB2054
 AB2054                          STATION DESCRIPTION
 AB2054
 AB2054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2054'STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) EAST-SOUTHEAST OF CHAPEL
 AB2054'HILL. ALONG NC 54 FOR 2.6 KM (1.6 MI) WEST-SOUTHWEST FROM I-40
 AB2054'UNDERPASS AT SR 1110, 282 FEET EAST-SOUTHEAST OF SOUTH END OF CONCRETE
 AB2054'TRAFFIC ISLAND, AT WOODS LINE. MARK IS FLUSH WITH GROUND AND 1 FOOT
 AB2054'LOWER THAN ROAD. LOCATED 15.0 M (49.2 FT) SOUTH OF THE CENTERLINE OF
 AB2054'SERVICE ROAD, 45.8 M (150.3 FT) EAST OF EAST END OF GAS PUMP ISLAND,
 AB2054'33.5 M (109.9 FT) SOUTH-SOUTHWEST OF SOUTH END OF HIGHWAY CULVERT--AND
 AB2054'5.7 M (18.7 FT) NORTHEAST OF 24-INCH PINE, 14.8 M (48.6 FT)
 AB2054'EAST-SOUTHEAST OF 14-INCH CEDAR, 50.3 M (165.0 FT) WEST OF TELEPHONE
 AB2054'POLE--ALL THREE WITH REFERENCE TAGS.
 AB2054
 AB2054                          STATION RECOVERY (1993)
 AB2054
 AB2054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2054'RECOVERED AS DESCRIBED.  THE CEDAR IS GONE.  NEW REFERENCES FOLLOW.
 AB2054'
 AB2054'LOCATED 30.0 FT (9.1 M) EAST OF A MANHOLE COVER, 119.2 FT (36.3 M)
 AB2054'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A--MOBIL--SERVICE STATION,
 AB2054'12.9 FT (3.9 M) EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG,
 AB2054'AND 39.5 FT (12.0 M) NORTH OF AN 18-INCH PINE.
 AB2054
 AB2054                          STATION RECOVERY (2005)
 AB2054
 AB2054'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2054'THE MOBIL STATION IS NOW CITGO. THE MARK IS LOCATED ALONG STANCELL
 AB2054'STREET, 295 FEET ESE FROM C/L OF INTERSECTION WITH BARBEE CHAPEL ROAD.
 AB2054' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2980 ***********************************************************************
 AB2980  DESIGNATION -  10 LB 6
 AB2980  PID         -  AB2980
 AB2980  STATE/COUNTY-  NC/DURHAM
 AB2980  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2980
 AB2980                         *CURRENT SURVEY CONTROL
 AB2980  ___________________________________________________________________
 AB2980* NAD 83(2001)-  35 54 25.98590(N)    078 54 58.22239(W)     ADJUSTED  
 AB2980* NAVD 88     -       115.99   (+/-2cm)     380.5    (feet)  VERTCON   
 AB2980  ___________________________________________________________________
 AB2980  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 AB2980  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 AB2980  HORZ ORDER  -  SECOND
 AB2980  VERT ORDER  -  THIRD ? (See Below)
 AB2980
 AB2980.The horizontal coordinates were established by classical geodetic methods
 AB2980.and adjusted by the National Geodetic Survey in August 2005.
 AB2980
 AB2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2980.The vertical order pertains to the NGVD 29 superseded value.
 AB2980
 AB2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2980
 AB2980.The geoid height was determined by GEOID03.
 AB2980
 AB2980;                    North         East     Units Scale Factor Converg.
 AB2980;SPC NC       -   239,309.563   617,167.754   MT  0.99993791   +0 02 54.2
 AB2980;SPC NC       -   785,134.79  2,024,824.54   sFT  0.99993791   +0 02 54.2
 AB2980;UTM  17      - 3,975,663.671   688,043.182   MT  1.00003573   +1 13 20.9
 AB2980
 AB2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2980!SPC NC       -   0.99998674  x   0.99993791  =   0.99992465
 AB2980!UTM  17      -   0.99998674  x   1.00003573  =   1.00002247
 AB2980
 AB2980                          SUPERSEDED SURVEY CONTROL
 AB2980
 AB2980  NAD 83(1986)-  35 54 25.99255(N)    078 54 58.23099(W) AD(       ) 2
 AB2980  NGVD 29 (04/29/96)  116.24   (m)          381.4    (f) LEVELING    3  
 AB2980
 AB2980.Superseded values are not recommended for survey control.
 AB2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2980.See file dsdata.txt to determine how the superseded data were derived.
 AB2980
 AB2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8804375664(NAD 83)
 AB2980_MARKER: DE = TRAVERSE STATION DISK
 AB2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2980_STAMPING: 10 LB 6 1973
 AB2980_MARK LOGO: NCDOT 
 AB2980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2980+STABILITY: SURFACE MOTION
 AB2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2980+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 AB2980
 AB2980  HISTORY     - Date     Condition        Report By
 AB2980  HISTORY     - 1973     MONUMENTED       NCDOT
 AB2980  HISTORY     - 19880101 GOOD             NCGS
 AB2980  HISTORY     - 20040602 GOOD             NC1360
 AB2980  HISTORY     - 20060402 GOOD             GEOCAC
 AB2980
 AB2980                          STATION DESCRIPTION
 AB2980
 AB2980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2980'STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTH OF DURHAM. PROCEED
 AB2980'ALONG NC 54 FOR 1.9 KM (1.2 MI) WEST FROM NC 55 TO SR 1106 (BARBEE
 AB2980'RD), THENCE 0.2 KM (0.1 MI) NORTH ALONG SR 1106, TO STATION AT A FENCE
 AB2980'CORNER. MARK IS RECESSED 1 INCH BELOW GROUND AND IS 3 FEET HIGHER THAN
 AB2980'ROAD. LOCATED 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF ROAD, 2.7 M
 AB2980'(8.9 FT) NORTHEAST OF CENTER OF DRIVE, 25.0 M (82.0 FT) NORTHWEST OF
 AB2980'NORTHWEST CORNER OF FRAME HOUSE, 11.5 M (37.7 FT) NORTH-NORTHEAST OF
 AB2980'FIRE HYDRANT, AND 1.5 M (4.9 FT) SOUTH-SOUTHEAST OF 6-INCH PINE WITH A
 AB2980'REFERENCE TAG.
 AB2980
 AB2980                          STATION RECOVERY (2004)
 AB2980
 AB2980'RECOVERY NOTE BY CITY OF DURHAM NORTH CAROLINA 2004 (RH)
 AB2980'POOR GPS SITE
 AB2980
 AB2980                          STATION RECOVERY (2006)
 AB2980
 AB2980'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AB2980'RECOVERED AS DESCRIBED.
 AB2980'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2981 ***********************************************************************
 AB2981  DESIGNATION -  10 LB 7
 AB2981  PID         -  AB2981
 AB2981  STATE/COUNTY-  NC/DURHAM
 AB2981  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2981
 AB2981                         *CURRENT SURVEY CONTROL
 AB2981  ___________________________________________________________________
 AB2981* NAD 83(2001)-  35 54 51.61493(N)    078 55 03.00170(W)     NO CHECK  
 AB2981* NAVD 88     -       112.35   (+/-2cm)     368.6    (feet)  VERTCON   
 AB2981  ___________________________________________________________________
 AB2981  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 AB2981  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AB2981  HORZ ORDER  -  SECOND
 AB2981  VERT ORDER  -  THIRD ? (See Below)
 AB2981
 AB2981.The horizontal coordinates were established by classical geodetic methods
 AB2981.and adjusted by the National Geodetic Survey in August 2005.
 AB2981.No horizontal observational check was made to the station.
 AB2981
 AB2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2981.The vertical order pertains to the NGVD 29 superseded value.
 AB2981
 AB2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2981
 AB2981.The geoid height was determined by GEOID03.
 AB2981
 AB2981;                    North         East     Units Scale Factor Converg.
 AB2981;SPC NC       -   240,099.339   617,047.265   MT  0.99993934   +0 02 51.4
 AB2981;SPC NC       -   787,725.91  2,024,429.24   sFT  0.99993934   +0 02 51.4
 AB2981;UTM  17      - 3,976,450.887   687,906.521   MT  1.00003510   +1 13 18.8
 AB2981
 AB2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2981!SPC NC       -   0.99998731  x   0.99993934  =   0.99992665
 AB2981!UTM  17      -   0.99998731  x   1.00003510  =   1.00002241
 AB2981
 AB2981                          SUPERSEDED SURVEY CONTROL
 AB2981
 AB2981  NAD 83(1986)-  35 54 51.62157(N)    078 55 03.01013(W) AD(       ) 2
 AB2981  NGVD 29 (04/29/96)  112.60   (m)          369.4    (f) LEVELING    3  
 AB2981
 AB2981.Superseded values are not recommended for survey control.
 AB2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2981.See file dsdata.txt to determine how the superseded data were derived.
 AB2981
 AB2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8790776451(NAD 83)
 AB2981_MARKER: DE = TRAVERSE STATION DISK
 AB2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2981_STAMPING: 10 LB 7 1973
 AB2981_MARK LOGO: NCDOT 
 AB2981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2981+STABILITY: SURFACE MOTION
 AB2981
 AB2981  HISTORY     - Date     Condition        Report By
 AB2981  HISTORY     - 1973     MONUMENTED       NCDOT
 AB2981  HISTORY     - 19880101 GOOD             NCGS
 AB2981  HISTORY     - 20021201 MARK NOT FOUND   INDIV
 AB2981
 AB2981                          STATION DESCRIPTION
 AB2981
 AB2981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2981'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTH OF DURHAM. PROCEED
 AB2981'ALONG NC 54 FOR 1.9 KM (1.2 MI) WEST FROM NC 55 TO SR 1106 (BARBEE
 AB2981'RD), THENCE 1.1 KM (0.7 MI) NORTH ALONG SR 1106, OR 0.2 KM (0.1 MI)
 AB2981'NORTH OF SR 2217 (WINDCREST RD), TO STATION AT POWER POLE. MARK IS
 AB2981'RECESSED 2 INCHES BELOW GROUND AND IS 2 FEET LOWER THAN ROAD. LOCATED
 AB2981'8.1 M (26.6 FT) WEST OF THE CENTERLINE OF ROAD, 19.1 M (62.7 FT)
 AB2981'EAST-NORTHEAST OF NORTHEAST CORNER OF BRICK HOUSE, 26.5 M (86.9 FT)
 AB2981'EAST-SOUTHEAST OF SOUTHEAST CORNER OF BRICK HOUSE, 7.6 M (24.9 FT)
 AB2981'SOUTH OF SOUTH END OF DRIVEWAY CULVERT, AND 0.9 M (3.0 FT) EAST OF
 AB2981'POWER POLE WITH REFERENCE TAG.
 AB2981
 AB2981                          STATION RECOVERY (2002)
 AB2981
 AB2981'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 AB2981'FOUND A HOLE WITH A BRICK IN IT - EXACTLY WHERE THIS SURVEY MARK
 AB2981'SHOULD BE, OR WAS.  APPARENTLY MARKER NO LONGER EXISTS AT THIS
 AB2981'LOCATION - JUST A HOLE WHERE IT USED TO BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8019 ***********************************************************************
 AF8019  DESIGNATION -  10 MEA
 AF8019  PID         -  AF8019
 AF8019  STATE/COUNTY-  NC/NASH
 AF8019  USGS QUAD   -  BAILEY (1981)
 AF8019
 AF8019                         *CURRENT SURVEY CONTROL
 AF8019  ___________________________________________________________________
 AF8019* NAD 83(2007)-  35 51 58.00014(N)    078 06 02.22320(W)     ADJUSTED  
 AF8019* NAVD 88     -        85.66   (+/-2cm)     281.0    (feet)  VERTCON   
 AF8019  ___________________________________________________________________
 AF8019  EPOCH DATE  -        2002.00
 AF8019  X           -   1,067,002.268 (meters)                     COMP
 AF8019  Y           -  -5,063,559.110 (meters)                     COMP
 AF8019  Z           -   3,716,192.762 (meters)                     COMP
 AF8019  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AF8019  ELLIP HEIGHT-          51.273 (meters)          (02/10/07) ADJUSTED
 AF8019  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AF8019
 AF8019  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8019  Type    PID    Designation                      North   East  Ellip
 AF8019  -------------------------------------------------------------------
 AF8019  NETWORK AF8019 10 MEA                            0.69   0.55   1.94
 AF8019  -------------------------------------------------------------------
 AF8019  VERT ORDER  -  THIRD ? (See Below)
 AF8019
 AF8019.The horizontal coordinates were established by GPS observations
 AF8019.and adjusted by the National Geodetic Survey in February 2007.
 AF8019
 AF8019.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8019.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8019.The horizontal coordinates are valid at the epoch date displayed above.
 AF8019.The epoch date for horizontal control is a decimal equivalence
 AF8019.of Year/Month/Day.
 AF8019
 AF8019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8019.The vertical order pertains to the NGVD 29 superseded value.
 AF8019
 AF8019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8019
 AF8019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8019
 AF8019.The ellipsoidal height was determined by GPS observations
 AF8019.and is referenced to NAD 83.
 AF8019
 AF8019.The geoid height was determined by GEOID03.
 AF8019
 AF8019;                    North         East     Units Scale Factor Converg.
 AF8019;SPC NC       -   235,113.482   690,822.907   MT  0.99992996   +0 31 08.7
 AF8019;SPC NC       -   771,368.15  2,266,474.82   sFT  0.99992996   +0 31 08.7
 AF8019;UTM  17      - 3,972,981.161   761,790.754   MT  1.00044458   +1 41 58.9
 AF8019
 AF8019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8019!SPC NC       -   0.99999195  x   0.99992996  =   0.99992191
 AF8019!UTM  17      -   0.99999195  x   1.00044458  =   1.00043653
 AF8019
 AF8019                          SUPERSEDED SURVEY CONTROL
 AF8019
 AF8019  NAD 83(2001)-  35 51 58.00035(N)    078 06 02.22318(W) AD(       ) 1
 AF8019  ELLIP H (03/13/03)   51.274  (m)                       GP(       ) 4 2
 AF8019  NAD 83(1986)-  35 51 58.00614(N)    078 06 02.23364(W) AD(       ) 1
 AF8019  NGVD 29 (06/05/98)   85.97   (m)          282.1    (f) LEVELING    3  
 AF8019
 AF8019.Superseded values are not recommended for survey control.
 AF8019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8019.See file dsdata.txt to determine how the superseded data were derived.
 AF8019
 AF8019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6179172981(NAD 83)
 AF8019_MARKER: DB = BENCH MARK DISK
 AF8019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8019_STAMPING: 10 MEA 1975 282
 AF8019_MARK LOGO: USGS  
 AF8019_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF8019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8019+STABILITY: SURFACE MOTION
 AF8019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8019+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 AF8019
 AF8019  HISTORY     - Date     Condition        Report By
 AF8019  HISTORY     - 1975     MONUMENTED       USGS
 AF8019  HISTORY     - 19830101 GOOD             NCGS
 AF8019  HISTORY     - 20041231 GOOD             USPSQD
 AF8019
 AF8019                          STATION DESCRIPTION
 AF8019
 AF8019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8019'STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) SOUTH OF SPRING HOPE IN
 AF8019'FLOODS CHAPEL CROSSROAD. AT THE NC 97 AND NC 581 INTERSECTION, IN THE
 AF8019'SOUTHWEST QUADRANT, AND IN FRONT OF THE FLOODS CHAPEL BAPTIST
 AF8019'CHURCH. MARK PROJECTS 6 INCHES ABOVE GROUND AND IS 3-FEET HIGHER THAN
 AF8019'THE HIGHWAY. LOCATED 17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF NC
 AF8019'97, 27.5 M (90.2 FT) WEST OF THE CENTERLINE OF NC 581, 32.8 M (107.6
 AF8019'FT) NORTH OF THE CENTERLINE OF A CHURCH DRIVEWAY, 21.7 M (71.2 FT)
 AF8019'EAST OF THE SOUTHEAST CORNER OF THE CHURCH SANCTUARY, 18.1 M (59.4 FT)
 AF8019'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK CHURCH SIGN, AND 0.6
 AF8019'M (2.0 FT) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A
 AF8019'REFERENCE TAG.
 AF8019
 AF8019                          STATION RECOVERY (2004)
 AF8019
 AF8019'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 AF8019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4476 ***********************************************************************
 FY4476  DESIGNATION -  10 RJN
 FY4476  PID         -  FY4476
 FY4476  STATE/COUNTY-  NC/ORANGE
 FY4476  USGS QUAD   -  CEDAR GROVE (1967)
 FY4476
 FY4476                         *CURRENT SURVEY CONTROL
 FY4476  ___________________________________________________________________
 FY4476* NAD 83(2001)-  36 12 05.97805(N)    079 14 36.97506(W)     ADJUSTED  
 FY4476* NAVD 88     -       211.41   (+/-2cm)     693.6    (feet)  VERTCON   
 FY4476  ___________________________________________________________________
 FY4476  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FY4476  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FY4476  HORZ ORDER  -  SECOND
 FY4476  VERT ORDER  -  THIRD ? (See Below)
 FY4476
 FY4476.The horizontal coordinates were established by classical geodetic methods
 FY4476.and adjusted by the National Geodetic Survey in August 2005.
 FY4476
 FY4476.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4476.The vertical order pertains to the NGVD 29 superseded value.
 FY4476
 FY4476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4476
 FY4476.The geoid height was determined by GEOID03.
 FY4476
 FY4476;                    North         East     Units Scale Factor Converg.
 FY4476;SPC NC       -   272,003.643   587,692.828   MT  1.00000995   -0 08 26.2
 FY4476;SPC NC       -   892,398.62  1,928,122.22   sFT  1.00000995   -0 08 26.2
 FY4476;UTM  17      - 4,007,745.668   657,903.320   MT  0.99990722   +1 02 15.3
 FY4476
 FY4476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4476!SPC NC       -   0.99997160  x   1.00000995  =   0.99998155
 FY4476!UTM  17      -   0.99997160  x   0.99990722  =   0.99987882
 FY4476
 FY4476                          SUPERSEDED SURVEY CONTROL
 FY4476
 FY4476  NAD 83(1993)-  36 12 05.98010(N)    079 14 36.97957(W) AD(       ) 2
 FY4476  NAD 83(1986)-  36 12 05.97984(N)    079 14 36.98230(W) AD(       ) 2
 FY4476  NGVD 29 (07/16/92)  211.65   (m)          694.4    (f) LEVELING    3  
 FY4476
 FY4476.Superseded values are not recommended for survey control.
 FY4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4476.See file dsdata.txt to determine how the superseded data were derived.
 FY4476
 FY4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5790307746(NAD 83)
 FY4476_MARKER: DB = BENCH MARK DISK
 FY4476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY4476_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4476+STABILITY: SURFACE MOTION
 FY4476
 FY4476  HISTORY     - Date     Condition        Report By
 FY4476  HISTORY     - 1981     MONUMENTED       NCGS
 FY4476
 FY4476                          STATION DESCRIPTION
 FY4476
 FY4476'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4476'STATION IS LOCATED ABOUT 4.4 MILES SOUTHWEST OF PROSPECT HILL AND
 FY4476'7.4 MILES NORTH OF MEBANE.
 FY4476'
 FY4476'ALONG NC 49, 4.35 MILES SOUTHWEST OF THE NC 86 INTERSECTION (0.6
 FY4476'MILE SOUTH OF PROSPECT HILL) OR AT SR 1366 IN THE NORTHWEST
 FY4476'QUADRANT AND NEAR GUY WIRE ANCHOR.
 FY4476'
 FY4476'THE STATION IS A STANDARD USGS DISK
 FY4476'STAMPED---10 RJN 1964 694---,
 FY4476'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FY4476'15 CM ON SIDE PROJECTING 15 CM ABOVE GROUND.  LOCATED
 FY4476'29.85 METERS (98.0 FT) NORTH FROM THE CENTERLINE OF HIGHWAY,
 FY4476'14.00 METERS (46.0 FT) WEST FROM THE CENTER OF ROAD AND--
 FY4476'8.00 METERS (26.3 FT) EAST-NORTHEAST FROM A POWER POLE WITH
 FY4476'TRANSFORMER AND
 FY4476'13.55 METERS (44.4 FT) NORTH FROM A 20 INCH OAK--BOTH WITH
 FY4476'REFERENCE TAGS.
 FY4476'
 FY4476'MARK IS 1 FOOT BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1596 ***********************************************************************
 EB1596  DESIGNATION -  10 RLB
 EB1596  PID         -  EB1596
 EB1596  STATE/COUNTY-  NC/SCOTLAND
 EB1596  USGS QUAD   -  GIBSON (1982)
 EB1596
 EB1596                         *CURRENT SURVEY CONTROL
 EB1596  ___________________________________________________________________
 EB1596* NAD 83(1986)-  34 48 32.     (N)    079 32 52.     (W)     SCALED    
 EB1596* NAVD 88     -        76.998  (meters)     252.62   (feet)  ADJUSTED  
 EB1596  ___________________________________________________________________
 EB1596  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 EB1596  DYNAMIC HT  -          76.925 (meters)     252.38  (feet)  COMP
 EB1596  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EB1596
 EB1596  VERT ORDER  -  SECOND    CLASS I
 EB1596
 EB1596.The horizontal coordinates were scaled from a topographic map and have
 EB1596.an estimated accuracy of +/- 6 seconds.
 EB1596
 EB1596.The orthometric height was determined by differential leveling
 EB1596.and adjusted in June 1991.
 EB1596
 EB1596.The geoid height was determined by GEOID03.
 EB1596
 EB1596.The dynamic height is computed by dividing the NAVD 88
 EB1596.geopotential number by the normal gravity value computed on the
 EB1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1596.degrees latitude (g = 980.6199 gals.).
 EB1596
 EB1596.The modeled gravity was interpolated from observed gravity values.
 EB1596
 EB1596;                    North         East    Units  Estimated Accuracy
 EB1596;SPC NC       -   117,600.      559,490.      MT  (+/- 180 meters Scaled)
 EB1596
 EB1596                          SUPERSEDED SURVEY CONTROL
 EB1596
 EB1596  NGVD 29 (10/06/93)   77.275  (m)          253.53   (f) ADJUSTED    2 1
 EB1596
 EB1596.Superseded values are not recommended for survey control.
 EB1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1596.See file dsdata.txt to determine how the superseded data were derived.
 EB1596
 EB1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU328528(NAD 83)
 EB1596_MARKER: DB = BENCH MARK DISK
 EB1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1596_SP_SET: CONCRETE POST
 EB1596_STAMPING: RLB 10 1949 254 FEET
 EB1596_MARK LOGO: USGS  
 EB1596_PROJECTION: FLUSH
 EB1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1596+STABILITY: SURFACE MOTION
 EB1596
 EB1596  HISTORY     - Date     Condition        Report By
 EB1596  HISTORY     - 1949     MONUMENTED       USGS
 EB1596  HISTORY     - 1980     GOOD             NCGS
 EB1596
 EB1596                          STATION DESCRIPTION
 EB1596
 EB1596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1596'IN LAUREL HILL.
 EB1596'AT THE INTERSECTION OF U.S. 74, SR 1001 AND SR 1306 IN LAUREL HILL,
 EB1596'26.8 FEET SOUTHEAST OF THE CENTERLINE OF SR 1001, 35.2 FEET WEST OF
 EB1596'TELEPHONE NUMBER 3737 WITH ALUMINUM TAG, 44.5 FEET NORTHEAST OF THE
 EB1596'NORTHEAST RAIL OF THE MAIN TRACK, 52.2 FEET SOUTHWEST OF THE
 EB1596'CENTERLINE OF SR 1306, 80.6 FEET SOUTH OF THE SOUTHWEST CORNER OF
 EB1596'PATES HARDWARE, A BRICK BUILDING, 93.5 FEET SOUTHWEST OF THE NORTHWEST
 EB1596'CORNER OF THE FIRST UNION BANK BUILDING.
 EB1596'THE MARK IS 0.2 FT BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2491 ***********************************************************************
 DD2491  DESIGNATION -  10 USE 1933
 DD2491  PID         -  DD2491
 DD2491  STATE/COUNTY-  NC/BRUNSWICK
 DD2491  USGS QUAD   -  SOUTHPORT (1990)
 DD2491
 DD2491                         *CURRENT SURVEY CONTROL
 DD2491  ___________________________________________________________________
 DD2491* NAD 83(2001)-  33 54 56.15681(N)    078 01 22.14619(W)     ADJUSTED  
 DD2491* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 DD2491  ___________________________________________________________________
 DD2491  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DD2491  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 DD2491  HORZ ORDER  -  THIRD
 DD2491
 DD2491.The horizontal coordinates were established by classical geodetic methods
 DD2491.and adjusted by the National Geodetic Survey in August 2005.
 DD2491
 DD2491.The orthometric height was scaled from a topographic map.
 DD2491
 DD2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2491
 DD2491.The geoid height was determined by GEOID03.
 DD2491
 DD2491;                    North         East     Units Scale Factor Converg.
 DD2491;SPC NC       -    18,816.216   699,978.478   MT  1.00014183   +0 33 50.4
 DD2491;SPC NC       -    61,732.87  2,296,512.72   sFT  1.00014183   +0 33 50.4
 DD2491;UTM  17      - 3,756,790.240   775,254.989   MT  1.00053411   +1 39 44.0
 DD2491;UTM  18      - 3,756,913.666   220,524.191   MT  1.00056298   -1 41 15.9
 DD2491
 DD2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2491!SPC NC       -   1.00000589  x   1.00014183  =   1.00014772
 DD2491!UTM  17      -   1.00000589  x   1.00053411  =   1.00054000
 DD2491!UTM  18      -   1.00000589  x   1.00056298  =   1.00056887
 DD2491
 DD2491                          SUPERSEDED SURVEY CONTROL
 DD2491
 DD2491  NAD 83(1986)-  33 54 56.16775(N)    078 01 22.15615(W) AD(       ) 3
 DD2491  NAD 27      -  33 54 55.54000(N)    078 01 23.19100(W) AD(       ) 3
 DD2491
 DD2491.Superseded values are not recommended for survey control.
 DD2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2491.See file dsdata.txt to determine how the superseded data were derived.
 DD2491
 DD2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7525556790(NAD 83)
 DD2491_MARKER: Z = SEE DESCRIPTION
 DD2491_SETTING: 0 = UNSPECIFIED SETTING
 DD2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2491
 DD2491  HISTORY     - Date     Condition        Report By
 DD2491  HISTORY     - 1933     MONUMENTED       USE
 DD2491
 DD2491                          STATION DESCRIPTION
 DD2491
 DD2491'DESCRIBED BY US ENGINEERS 1933 (JAB)
 DD2491'THIS STATION IS A U.S.E. BASE LINE MONUMENT LOCATED ALONG THE
 DD2491'INTRACOASTAL WATERWAY BETWEEN CAPE FEAR RIVER AND LITTLE RIVER
 DD2491'INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9802 ***********************************************************************
 AG9802  DESIGNATION -  10 WC 8
 AG9802  PID         -  AG9802
 AG9802  STATE/COUNTY-  NC/SCOTLAND
 AG9802  USGS QUAD   -  GIBSON (1982)
 AG9802
 AG9802                         *CURRENT SURVEY CONTROL
 AG9802  ___________________________________________________________________
 AG9802* NAD 83(2007)-  34 50 29.94520(N)    079 36 14.98526(W)     ADJUSTED  
 AG9802* NAVD 88     -        99.7    (meters)     327.     (feet)  GPS OBS   
 AG9802  ___________________________________________________________________
 AG9802  EPOCH DATE  -        2002.00
 AG9802  X           -     945,643.081 (meters)                     COMP
 AG9802  Y           -  -5,154,513.018 (meters)                     COMP
 AG9802  Z           -   3,623,501.661 (meters)                     COMP
 AG9802  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AG9802  ELLIP HEIGHT-          67.813 (meters)          (02/10/07) ADJUSTED
 AG9802  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AG9802
 AG9802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9802  Type    PID    Designation                      North   East  Ellip
 AG9802  -------------------------------------------------------------------
 AG9802  NETWORK AG9802 10 WC 8                           1.27   0.84   3.27
 AG9802  -------------------------------------------------------------------
 AG9802
 AG9802.The horizontal coordinates were established by GPS observations
 AG9802.and adjusted by the National Geodetic Survey in February 2007.
 AG9802
 AG9802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9802.The horizontal coordinates are valid at the epoch date displayed above.
 AG9802.The epoch date for horizontal control is a decimal equivalence
 AG9802.of Year/Month/Day.
 AG9802
 AG9802.The orthometric height was determined by GPS observations and a
 AG9802.high-resolution geoid model.
 AG9802
 AG9802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9802
 AG9802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9802
 AG9802.The ellipsoidal height was determined by GPS observations
 AG9802.and is referenced to NAD 83.
 AG9802
 AG9802.The geoid height was determined by GEOID03.
 AG9802
 AG9802;                    North         East     Units Scale Factor Converg.
 AG9802;SPC NC       -   121,265.664   554,348.261   MT  0.99989805   -0 20 55.3
 AG9802;SPC NC       -   397,852.43  1,818,724.25   sFT  0.99989805   -0 20 55.3
 AG9802;UTM  17      - 3,856,371.280   627,621.785   MT  0.99980074   +0 47 51.2
 AG9802
 AG9802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9802!SPC NC       -   0.99998936  x   0.99989805  =   0.99988741
 AG9802!UTM  17      -   0.99998936  x   0.99980074  =   0.99979010
 AG9802
 AG9802:                Primary Azimuth Mark                     Grid Az
 AG9802:SPC NC       -  10 WC 9                                  130 20 29.3
 AG9802:UTM  17      -  10 WC 9                                  129 11 42.8
 AG9802
 AG9802|---------------------------------------------------------------------|
 AG9802| PID    Reference Object                     Distance      Geod. Az  |
 AG9802|                                                           dddmmss.s |
 AG9802| AG9801 10 WC 9                             APPROX. 0.5 KM 1295934.0 |
 AG9802|---------------------------------------------------------------------|
 AG9802
 AG9802                          SUPERSEDED SURVEY CONTROL
 AG9802
 AG9802  NAD 83(2001)-  34 50 29.94516(N)    079 36 14.98512(W) AD(       ) 1
 AG9802  ELLIP H (03/13/03)   67.829  (m)                       GP(       ) 4 2
 AG9802  NAD 83(1986)-  34 50 29.95664(N)    079 36 14.98885(W) AD(       ) 1
 AG9802
 AG9802.Superseded values are not recommended for survey control.
 AG9802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9802.See file dsdata.txt to determine how the superseded data were derived.
 AG9802
 AG9802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2762256371(NAD 83)
 AG9802_MARKER: DD = SURVEY DISK
 AG9802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9802_STAMPING: 10 WC 8 1966
 AG9802_MARK LOGO: NCDOT 
 AG9802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9802+STABILITY: SURFACE MOTION
 AG9802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9802+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1993
 AG9802
 AG9802  HISTORY     - Date     Condition        Report By
 AG9802  HISTORY     - 1966     MONUMENTED       NCDOT
 AG9802  HISTORY     - 19930729 GOOD             NCGS
 AG9802
 AG9802                          STATION DESCRIPTION
 AG9802
 AG9802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9802'STATION IS LOCATED 6.5 MI (10.5 KM) SOUTHEAST OF HAMLET, AND 9.3 MI
 AG9802'(15.0 KM) NORTHWEST OF LAURINBURG. PROCEED SOUTHEAST ALONG US 74 FOR
 AG9802'5.5 MI (8.9 KM) FROM NC 177 TO THE RICHMOND-SCOTLAND COUNTY LINE,
 AG9802'THENCE 1.2 MI (1.9 KM) ALONG US 74 TO SR 1155, THENCE 0.31 MI (0.50
 AG9802'KM) ALONG US 74 TO THE STATION. MARK PROJECTS 5 INCHES ABOVE GROUND.
 AG9802'LOCATED 45.7 FT (13.9 M) NORTHEAST OF A NAIL AND CAP IN THE EDGE OF
 AG9802'THE PAVEMENT, 222.58 FT (67.84 M) SOUTHEAST OF A NAIL AND CAP IN A
 AG9802'POWER POLE, AND 2.4 FT (0.7 M) SOUTHWEST OF A NAIL AND CAP IN ANOTHER
 AG9802'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9801 ***********************************************************************
 AG9801  DESIGNATION -  10 WC 9
 AG9801  PID         -  AG9801
 AG9801  STATE/COUNTY-  NC/SCOTLAND
 AG9801  USGS QUAD   -  GIBSON (1982)
 AG9801
 AG9801                         *CURRENT SURVEY CONTROL
 AG9801  ___________________________________________________________________
 AG9801* NAD 83(2007)-  34 50 19.27329(N)    079 35 59.55604(W)     ADJUSTED  
 AG9801* NAVD 88     -        97.2    (meters)     319.     (feet)  GPS OBS   
 AG9801  ___________________________________________________________________
 AG9801  EPOCH DATE  -        2002.00
 AG9801  X           -     946,062.184 (meters)                     COMP
 AG9801  Y           -  -5,154,624.970 (meters)                     COMP
 AG9801  Z           -   3,623,230.264 (meters)                     COMP
 AG9801  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AG9801  ELLIP HEIGHT-          65.225 (meters)          (02/10/07) ADJUSTED
 AG9801  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 AG9801
 AG9801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9801  Type    PID    Designation                      North   East  Ellip
 AG9801  -------------------------------------------------------------------
 AG9801  NETWORK AG9801 10 WC 9                           1.27   0.88   3.31
 AG9801  -------------------------------------------------------------------
 AG9801
 AG9801.The horizontal coordinates were established by GPS observations
 AG9801.and adjusted by the National Geodetic Survey in February 2007.
 AG9801
 AG9801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9801.The horizontal coordinates are valid at the epoch date displayed above.
 AG9801.The epoch date for horizontal control is a decimal equivalence
 AG9801.of Year/Month/Day.
 AG9801
 AG9801.The orthometric height was determined by GPS observations and a
 AG9801.high-resolution geoid model.
 AG9801
 AG9801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9801
 AG9801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9801
 AG9801.The ellipsoidal height was determined by GPS observations
 AG9801.and is referenced to NAD 83.
 AG9801
 AG9801.The geoid height was determined by GEOID03.
 AG9801
 AG9801;                    North         East     Units Scale Factor Converg.
 AG9801;SPC NC       -   120,934.461   554,738.231   MT  0.99989842   -0 20 46.4
 AG9801;SPC NC       -   396,765.81  1,820,003.68   sFT  0.99989842   -0 20 46.4
 AG9801;UTM  17      - 3,856,047.976   628,018.263   MT  0.99980199   +0 47 59.8
 AG9801
 AG9801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9801!SPC NC       -   0.99998976  x   0.99989842  =   0.99988818
 AG9801!UTM  17      -   0.99998976  x   0.99980199  =   0.99979175
 AG9801
 AG9801:                Primary Azimuth Mark                     Grid Az
 AG9801:SPC NC       -  10 WC 8                                  310 20 29.3
 AG9801:UTM  17      -  10 WC 8                                  309 11 43.1
 AG9801
 AG9801|---------------------------------------------------------------------|
 AG9801| PID    Reference Object                     Distance      Geod. Az  |
 AG9801|                                                           dddmmss.s |
 AG9801| AG9802 10 WC 8                             APPROX. 0.5 KM 3095942.9 |
 AG9801|---------------------------------------------------------------------|
 AG9801
 AG9801                          SUPERSEDED SURVEY CONTROL
 AG9801
 AG9801  NAD 83(2001)-  34 50 19.27325(N)    079 35 59.55590(W) AD(       ) 1
 AG9801  ELLIP H (03/13/03)   65.241  (m)                       GP(       ) 4 2
 AG9801  NAD 83(1986)-  34 50 19.28472(N)    079 35 59.55964(W) AD(       ) 1
 AG9801
 AG9801.Superseded values are not recommended for survey control.
 AG9801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9801.See file dsdata.txt to determine how the superseded data were derived.
 AG9801
 AG9801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2801856048(NAD 83)
 AG9801_MARKER: DD = SURVEY DISK
 AG9801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9801_STAMPING: 10 WC 9 1966
 AG9801_MARK LOGO: NCDOT 
 AG9801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9801+STABILITY: SURFACE MOTION
 AG9801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9801+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1993
 AG9801
 AG9801  HISTORY     - Date     Condition        Report By
 AG9801  HISTORY     - 1966     MONUMENTED       NCDOT
 AG9801  HISTORY     - 19930729 GOOD             NCGS
 AG9801
 AG9801                          STATION DESCRIPTION
 AG9801
 AG9801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9801'STATION IS LOCATED 6.9 MI (11.1 KM) SOUTHEAST OF HAMLET, AND 9.0 MI
 AG9801'(14.5 KM) NORTHWEST OF LAURINBURG. PROCEED SOUTHEAST ALONG US 74 FOR
 AG9801'5.5 MI (8.9 KM) FROM NC 177 TO THE RICHMOND-SCOTLAND COUNTY LINE,
 AG9801'THENCE 1.2 MI (1.9 KM) ALONG US 74 TO SR 1155, THENCE 0.63 MI (1.01
 AG9801'KM) ALONG US 74 TO THE STATION. MARK PROJECTS 1 INCH ABOVE GROUND.
 AG9801'LOCATED 24.59 FT (7.50 M) NORTHEAST OF A NAIL AND CAP IN THE EDGE OF
 AG9801'THE PAVEMENT, 86.26 FT (26.29 M) SOUTHEAST OF A NAIL AND CAP IN THE
 AG9801'EDGE OF THE PAVEMENT, AND 2.78 FT (0.85 M) SOUTHWEST OF A NAIL AND CAP
 AG9801'IN A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1348 ***********************************************************************
 FA1348  DESIGNATION -  10 WDK
 FA1348  PID         -  FA1348
 FA1348  STATE/COUNTY-  NC/RUTHERFORD
 FA1348  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA1348
 FA1348                         *CURRENT SURVEY CONTROL
 FA1348  ___________________________________________________________________
 FA1348* NAD 83(1986)-  35 22 56.     (N)    081 57 24.     (W)     SCALED    
 FA1348* NAVD 88     -       327.807  (meters)    1075.48   (feet)  ADJUSTED  
 FA1348  ___________________________________________________________________
 FA1348  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FA1348  DYNAMIC HT  -         327.482 (meters)    1074.41  (feet)  COMP
 FA1348  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FA1348
 FA1348  VERT ORDER  -  SECOND    CLASS II
 FA1348
 FA1348.The horizontal coordinates were scaled from a topographic map and have
 FA1348.an estimated accuracy of +/- 6 seconds.
 FA1348
 FA1348.The orthometric height was determined by differential leveling
 FA1348.and adjusted in June 1991.
 FA1348
 FA1348.The geoid height was determined by GEOID03.
 FA1348
 FA1348.The dynamic height is computed by dividing the NAVD 88
 FA1348.geopotential number by the normal gravity value computed on the
 FA1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1348.degrees latitude (g = 980.6199 gals.).
 FA1348
 FA1348.The modeled gravity was interpolated from observed gravity values.
 FA1348
 FA1348;                    North         East    Units  Estimated Accuracy
 FA1348;SPC NC       -   185,060.      341,030.      MT  (+/- 180 meters Scaled)
 FA1348
 FA1348                          SUPERSEDED SURVEY CONTROL
 FA1348
 FA1348  NGVD 29 (??/??/92)  328.061  (m)         1076.31   (f) ADJ UNCH    2 2
 FA1348
 FA1348.Superseded values are not recommended for survey control.
 FA1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1348.See file dsdata.txt to determine how the superseded data were derived.
 FA1348
 FA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV131158(NAD 83)
 FA1348_MARKER: DB = BENCH MARK DISK
 FA1348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA1348_SP_SET: CONCRETE BRIDGE WHEELGUARD
 FA1348_STAMPING: 10 WDK 1963
 FA1348_MARK LOGO: USGS  
 FA1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1348
 FA1348  HISTORY     - Date     Condition        Report By
 FA1348  HISTORY     - 1963     MONUMENTED       USGS
 FA1348  HISTORY     - 19731001 GOOD             NCGS
 FA1348
 FA1348                          STATION DESCRIPTION
 FA1348
 FA1348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1348'IN NORTH SECTION OF RUTHERFORDTON.
 FA1348'STATION IS LOCATED AT THE US 64 OVERPASS OF US 221 IN THE SOUTHWEST
 FA1348'CORNER OF BRIDGE.  15.7 FEET SOUTHEAST OF CENTERLINE OF US 64, 40.6
 FA1348'FEET NORTH OF TELEPHONE POLE NUMBER 1402 WITH ALUMINUM REFERENCE TAG,
 FA1348'AND 66.3 FEET EAST OF POWER POLE NUMBER FB4 WITH ALUMINUM REFERENCE
 FA1348'TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE WHEELGUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2466 ***********************************************************************
 FX2466  DESIGNATION -  10 WSM
 FX2466  PID         -  FX2466
 FX2466  STATE/COUNTY-  NC/NORTHAMPTON
 FX2466  USGS QUAD   -  NORFLEET (1962)
 FX2466
 FX2466                         *CURRENT SURVEY CONTROL
 FX2466  ___________________________________________________________________
 FX2466* NAD 83(1986)-  36 14 01.     (N)    077 21 23.     (W)     SCALED    
 FX2466* NAVD 88     -        14.819  (meters)      48.62   (feet)  ADJUSTED  
 FX2466  ___________________________________________________________________
 FX2466  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 FX2466  DYNAMIC HT  -          14.807 (meters)      48.58  (feet)  COMP
 FX2466  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 FX2466
 FX2466  VERT ORDER  -  SECOND    CLASS II
 FX2466
 FX2466.The horizontal coordinates were scaled from a topographic map and have
 FX2466.an estimated accuracy of +/- 6 seconds.
 FX2466
 FX2466.The orthometric height was determined by differential leveling
 FX2466.and adjusted in June 1991.
 FX2466
 FX2466.The geoid height was determined by GEOID03.
 FX2466
 FX2466.The dynamic height is computed by dividing the NAVD 88
 FX2466.geopotential number by the normal gravity value computed on the
 FX2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2466.degrees latitude (g = 980.6199 gals.).
 FX2466
 FX2466.The modeled gravity was interpolated from observed gravity values.
 FX2466
 FX2466;                    North         East    Units  Estimated Accuracy
 FX2466;SPC NC       -   276,750.      757,350.      MT  (+/- 180 meters Scaled)
 FX2466
 FX2466                          SUPERSEDED SURVEY CONTROL
 FX2466
 FX2466  NGVD 29 (??/??/92)   15.166  (m)           49.76   (f) ADJ UNCH    2 2
 FX2466
 FX2466.Superseded values are not recommended for survey control.
 FX2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2466.See file dsdata.txt to determine how the superseded data were derived.
 FX2466
 FX2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF882124(NAD 83)
 FX2466_MARKER: DD = SURVEY DISK
 FX2466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2466_SP_SET: ABUTMENT
 FX2466_STAMPING: 10 WSM 1955 50
 FX2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2466
 FX2466  HISTORY     - Date     Condition        Report By
 FX2466  HISTORY     - 1955     MONUMENTED       NCGS
 FX2466  HISTORY     - 1975     GOOD             NCGS
 FX2466  HISTORY     - 19950422 GOOD             USPSQD
 FX2466
 FX2466                          STATION DESCRIPTION
 FX2466
 FX2466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2466'4.8 MI SW FROM RICH SQUARE.
 FX2466'TO REACH STATION FROM INTERSECTION OF US 258 AND NC 305 CROSSROADS IN
 FX2466'CENTER OF RICH SQUARE, PROCEED SOUTH ALONG US 258 FOR 5.4 MILES TO
 FX2466'STATION ON LEFT IN SE END OF THE NE BRIDGE ABUTMENT, AND 2.25 MILES
 FX2466'NORTH OF CENTER OF STEEL GIRDER BRIDGE OVER ROANOKE RIVER.  15.6 FT.
 FX2466'SE OF C/L OF NC 258, 0.3 FT. NW OF SE END OF WING WALL, 2.9 FT. SW OF
 FX2466'FIRST METAL GUARD RAIL SUPPORT POST ON EAST END OF BRIDGE, AND 80.7
 FX2466'FT. WNW OF 36 IN. POPLAR WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN
 FX2466'A DRILL HOLE IN CONCRETE WINGWALL.
 FX2466
 FX2466                          STATION RECOVERY (1995)
 FX2466
 FX2466'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0389 ***********************************************************************
 EA0389  DESIGNATION -  10.11
 EA0389  PID         -  EA0389
 EA0389  STATE/COUNTY-  NC/ONSLOW
 EA0389  USGS QUAD   -  SNEADS FERRY (1988)
 EA0389
 EA0389                         *CURRENT SURVEY CONTROL
 EA0389  ___________________________________________________________________
 EA0389* NAD 83(1986)-  34 34 39.     (N)    077 23 56.     (W)     SCALED    
 EA0389* NAVD 88     -         2.796  (meters)       9.17   (feet)  ADJUSTED  
 EA0389  ___________________________________________________________________
 EA0389  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA0389  DYNAMIC HT  -           2.793 (meters)       9.16  (feet)  COMP
 EA0389  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EA0389
 EA0389  VERT ORDER  -  SECOND    CLASS 0
 EA0389
 EA0389.The horizontal coordinates were scaled from a topographic map and have
 EA0389.an estimated accuracy of +/- 6 seconds.
 EA0389
 EA0389.The orthometric height was determined by differential leveling
 EA0389.and adjusted in June 1991.
 EA0389
 EA0389.The geoid height was determined by GEOID03.
 EA0389
 EA0389.The dynamic height is computed by dividing the NAVD 88
 EA0389.geopotential number by the normal gravity value computed on the
 EA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0389.degrees latitude (g = 980.6199 gals.).
 EA0389
 EA0389.The modeled gravity was interpolated from observed gravity values.
 EA0389
 EA0389;                    North         East    Units  Estimated Accuracy
 EA0389;SPC NC       -    92,980.      756,500.      MT  (+/- 180 meters Scaled)
 EA0389
 EA0389                          SUPERSEDED SURVEY CONTROL
 EA0389
 EA0389  NGVD 29 (??/??/92)    3.11   (m)           10.2    (f) COMPUTED    2 0
 EA0389
 EA0389.Superseded values are not recommended for survey control.
 EA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0389.See file dsdata.txt to determine how the superseded data were derived.
 EA0389
 EA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD799288(NAD 83)
 EA0389_MARKER: DD = SURVEY DISK
 EA0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0389_SP_SET: ABUTMENT
 EA0389_STAMPING: NR DATUM ELEV 10.11 1951
 EA0389_MARK LOGO: USE   
 EA0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0389
 EA0389  HISTORY     - Date     Condition        Report By
 EA0389  HISTORY     - 1951     MONUMENTED       DOD
 EA0389  HISTORY     - 1963     GOOD             NGS
 EA0389  HISTORY     - 20030213 MARK NOT FOUND   USPSQD
 EA0389
 EA0389                          STATION DESCRIPTION
 EA0389
 EA0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0389'7.4 MI E FROM FOLKSTONE.
 EA0389'ABOUT 7.4 MILES EASTERLY ALONG STATE HIGHWAY 172 FROM ITS JUNCTION
 EA0389'WITH U.S. HIGHWAY 17 AT FOLKSTONE, SET ON THE TOP OF THE EAST
 EA0389'END OF THE SOUTH CONCRETE ABUTMENT OF THE LARGE STATE HIGHWAY
 EA0389'172 DRAWBRIDGE OVER NEW RIVER, 16.6 FEET EAST OF THE CENTER LINE
 EA0389'OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 EA0389
 EA0389                          STATION RECOVERY (2003)
 EA0389
 EA0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2561 ***********************************************************************
 EA2561  DESIGNATION -  100
 EA2561  PID         -  EA2561
 EA2561  STATE/COUNTY-  NC/PENDER
 EA2561  USGS QUAD   -  HAMPSTEAD (1970)
 EA2561
 EA2561                         *CURRENT SURVEY CONTROL
 EA2561  ___________________________________________________________________
 EA2561* NAD 83(2001)-  34 18 23.95352(N)    077 44 03.79190(W)     ADJUSTED  
 EA2561* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2561  ___________________________________________________________________
 EA2561  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 EA2561  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA2561  HORZ ORDER  -  THIRD
 EA2561
 EA2561.The horizontal coordinates were established by classical geodetic methods
 EA2561.and adjusted by the National Geodetic Survey in August 2005.
 EA2561
 EA2561.The orthometric height was scaled from a topographic map.
 EA2561
 EA2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2561
 EA2561.The geoid height was determined by GEOID03.
 EA2561
 EA2561;                    North         East     Units Scale Factor Converg.
 EA2561;SPC NC       -    62,494.610   726,100.528   MT  1.00000750   +0 43 49.7
 EA2561;SPC NC       -   205,034.40  2,382,214.82   sFT  1.00000750   +0 43 49.7
 EA2561;UTM  18      - 3,799,543.853   248,361.216   MT  1.00038061   -1 32 31.1
 EA2561
 EA2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2561!SPC NC       -   1.00000589  x   1.00000750  =   1.00001339
 EA2561!UTM  18      -   1.00000589  x   1.00038061  =   1.00038650
 EA2561
 EA2561                          SUPERSEDED SURVEY CONTROL
 EA2561
 EA2561  NAD 83(1986)-  34 18 23.96774(N)    077 44 03.80608(W) AD(       ) 3
 EA2561  NAD 27      -  34 18 23.36200(N)    077 44 04.88200(W) AD(       ) 3
 EA2561
 EA2561.Superseded values are not recommended for survey control.
 EA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2561.See file dsdata.txt to determine how the superseded data were derived.
 EA2561
 EA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4836199544(NAD 83)
 EA2561_MARKER: Z = SEE DESCRIPTION
 EA2561_SETTING: 0 = UNSPECIFIED SETTING
 EA2561_MARK LOGO: USE   
 EA2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2561
 EA2561  HISTORY     - Date     Condition        Report By
 EA2561  HISTORY     - 1933     MONUMENTED       USE
 EA2561  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2561
 EA2561                          STATION DESCRIPTION
 EA2561
 EA2561'DESCRIBED BY US ENGINEERS 1933
 EA2561'THIS IS A U.S.E. BASE LINE MONUMENT INCLUDED IN THE THIRD ORDER
 EA2561'SCHEME.
 EA2561'
 EA2561'STATION IS LOCATED AT BALDEAGLE POINT.
 EA2561
 EA2561                          STATION RECOVERY (1965)
 EA2561
 EA2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2561'LOST.  THE DESCRIPTIONS NOT ADEQUATE FOR RECOVERY.  A SEARCH WAS
 EA2561'MADE NEAR THE PLOTTED POSITION BUT NO TRACE OF THE MONUMENT COULD
 EA2561'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1371 ***********************************************************************
 FX1371  DESIGNATION -  100.8
 FX1371  PID         -  FX1371
 FX1371  STATE/COUNTY-  NC/HALIFAX
 FX1371  USGS QUAD   -  ENFIELD (1961)
 FX1371
 FX1371                         *CURRENT SURVEY CONTROL
 FX1371  ___________________________________________________________________
 FX1371* NAD 83(1986)-  36 11 57.     (N)    077 39 10.     (W)     SCALED    
 FX1371* NAVD 88     -        25.82   (+/-2cm)      84.7    (feet)  VERTCON   
 FX1371  ___________________________________________________________________
 FX1371  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 FX1371  VERT ORDER  -  ? (See Below)
 FX1371
 FX1371.The horizontal coordinates were scaled from a topographic map and have
 FX1371.an estimated accuracy of +/- 6 seconds.
 FX1371
 FX1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1371.The vertical order pertains to the NGVD 29 superseded value.
 FX1371
 FX1371.The geoid height was determined by GEOID03.
 FX1371
 FX1371;                    North         East    Units  Estimated Accuracy
 FX1371;SPC NC       -   272,520.      730,760.      MT  (+/- 180 meters Scaled)
 FX1371
 FX1371                          SUPERSEDED SURVEY CONTROL
 FX1371
 FX1371  NGVD 29 (??/??/92)   26.127  (m)           85.72   (f) ADJ UNCH    ?  
 FX1371
 FX1371.Superseded values are not recommended for survey control.
 FX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1371.See file dsdata.txt to determine how the superseded data were derived.
 FX1371
 FX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF614093(NAD 83)
 FX1371_MARKER: Z = SEE DESCRIPTION
 FX1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1371_SP_SET: SIGNAL BASE
 FX1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1371
 FX1371  HISTORY     - Date     Condition        Report By
 FX1371  HISTORY     - UNK      MONUMENTED       CGS
 FX1371  HISTORY     - 1932     GOOD             NGS
 FX1371
 FX1371                          STATION DESCRIPTION
 FX1371
 FX1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1371'1.5 MI N FROM ENFIELD.
 FX1371'1-1/2 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1371'ENFIELD, HALIFAX COUNTY, AT SIGNAL 100.8 AND ON THE TOP OF THE
 FX1371'NORTHWEST CORNER OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2447 ***********************************************************************
 EZ2447  DESIGNATION -  101 DRD
 EZ2447  PID         -  EZ2447
 EZ2447  STATE/COUNTY-  NC/WAKE
 EZ2447  USGS QUAD   -  ROLESVILLE (1993)
 EZ2447
 EZ2447                         *CURRENT SURVEY CONTROL
 EZ2447  ___________________________________________________________________
 EZ2447* NAD 83(1986)-  35 57 58.     (N)    078 29 28.     (W)     SCALED    
 EZ2447* NAVD 88     -        81.078  (meters)     266.00   (feet)  ADJUSTED  
 EZ2447  ___________________________________________________________________
 EZ2447  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EZ2447  DYNAMIC HT  -          81.009 (meters)     265.78  (feet)  COMP
 EZ2447  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 EZ2447
 EZ2447  VERT ORDER  -  SECOND    CLASS II
 EZ2447
 EZ2447.The horizontal coordinates were scaled from a topographic map and have
 EZ2447.an estimated accuracy of +/- 6 seconds.
 EZ2447
 EZ2447.The orthometric height was determined by differential leveling
 EZ2447.and adjusted in June 1991.
 EZ2447
 EZ2447.The geoid height was determined by GEOID03.
 EZ2447
 EZ2447.The dynamic height is computed by dividing the NAVD 88
 EZ2447.geopotential number by the normal gravity value computed on the
 EZ2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2447.degrees latitude (g = 980.6199 gals.).
 EZ2447
 EZ2447.The modeled gravity was interpolated from observed gravity values.
 EZ2447
 EZ2447;                    North         East    Units  Estimated Accuracy
 EZ2447;SPC NC       -   245,960.      655,500.      MT  (+/- 180 meters Scaled)
 EZ2447
 EZ2447                          SUPERSEDED SURVEY CONTROL
 EZ2447
 EZ2447  NGVD 29 (??/??/92)   81.353  (m)          266.91   (f) ADJ UNCH    2 2
 EZ2447
 EZ2447.Superseded values are not recommended for survey control.
 EZ2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2447.See file dsdata.txt to determine how the superseded data were derived.
 EZ2447
 EZ2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV262831(NAD 83)
 EZ2447_MARKER: DD = SURVEY DISK
 EZ2447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2447_SP_SET: CONCRETE WHEEL GUARD
 EZ2447_STAMPING: 101 DRD 1960
 EZ2447_MARK LOGO: USGS  
 EZ2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2447+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2007
 EZ2447
 EZ2447  HISTORY     - Date     Condition        Report By
 EZ2447  HISTORY     - 1960     MONUMENTED       USGS
 EZ2447  HISTORY     - 1976     GOOD             NCGS
 EZ2447  HISTORY     - 20041120 GOOD             USPSQD
 EZ2447  HISTORY     - 20070422 GOOD             GEOCAC
 EZ2447
 EZ2447                          STATION DESCRIPTION
 EZ2447
 EZ2447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2447'1.4 MI SE FROM WAKE FOREST.
 EZ2447'TO REACH STATION FROM THE INTERSECTION OF NC 98 WITH US 1A AT THE
 EZ2447'SOUTHEASTERN BAPTIST SEMINARY IN WAKE FOREST, PROCEED EAST ALONG NC 98
 EZ2447'FOR 1.25 MILES TO THE INTERSECTION WITH SR 2053, TURN RIGHT AND
 EZ2447'CONTINUE SOUTHERLY ALONG SR 2053 FOR 0.35 MILE TO STATION ON THE
 EZ2447'RIGHT, AT THE NORTHWEST CORNER OF THE CONCRETE BRIDGE OVER SMITH
 EZ2447'CREEK.  12.5 FT. WSW OF CENTERLINE OF SR 2053, 1.9 FT. SSE OF METAL
 EZ2447'REFLECTOR POST AT NORTHWEST CORNER OF BRIDGE AND 32.2 FT. ENE OF
 EZ2447'CORNER FENCE POST (CROSS TIE) WITH ALUMINUM REF. TAG.  DISK IS SET
 EZ2447'FLUSH IN DRILL HOLE IN CONCRETE WHEEL GUARD.
 EZ2447
 EZ2447                          STATION RECOVERY (2004)
 EZ2447
 EZ2447'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2447'RECOVERED AS DESCRIBED
 EZ2447
 EZ2447                          STATION RECOVERY (2007)
 EZ2447
 EZ2447'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2447'TO REACH FROM WAITE AVENUE AND THE NEW NC-98 BYPASS ON THE EAST SIDE
 EZ2447'OF WAKE FOREST, PROCEED 0.2 MILE SOUTHEASTERLY ALONG SR 2503 (JONES
 EZ2447'DAIRY RD), TO STATION ON RIGHT, IN NORTHWEST WHEEL GUARD OF BRIDGE.
 EZ2447'HH2 GPS COORDINATES N35 57 58.0 W078 29 24.1.
 EZ2447' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2445 ***********************************************************************
 EZ2445  DESIGNATION -  102 DRD
 EZ2445  PID         -  EZ2445
 EZ2445  STATE/COUNTY-  NC/WAKE
 EZ2445  USGS QUAD   -  ROLESVILLE (1993)
 EZ2445
 EZ2445                         *CURRENT SURVEY CONTROL
 EZ2445  ___________________________________________________________________
 EZ2445* NAD 83(1986)-  35 57 19.     (N)    078 28 42.     (W)     SCALED    
 EZ2445* NAVD 88     -       111.517  (meters)     365.87   (feet)  ADJUSTED  
 EZ2445  ___________________________________________________________________
 EZ2445  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ2445  DYNAMIC HT  -         111.421 (meters)     365.55  (feet)  COMP
 EZ2445  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 EZ2445
 EZ2445  VERT ORDER  -  SECOND    CLASS II
 EZ2445
 EZ2445.The horizontal coordinates were scaled from a topographic map and have
 EZ2445.an estimated accuracy of +/- 6 seconds.
 EZ2445
 EZ2445.The orthometric height was determined by differential leveling
 EZ2445.and adjusted in June 1991.
 EZ2445
 EZ2445.The geoid height was determined by GEOID03.
 EZ2445
 EZ2445.The dynamic height is computed by dividing the NAVD 88
 EZ2445.geopotential number by the normal gravity value computed on the
 EZ2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2445.degrees latitude (g = 980.6199 gals.).
 EZ2445
 EZ2445.The modeled gravity was interpolated from observed gravity values.
 EZ2445
 EZ2445;                    North         East    Units  Estimated Accuracy
 EZ2445;SPC NC       -   244,760.      656,660.      MT  (+/- 180 meters Scaled)
 EZ2445
 EZ2445                          SUPERSEDED SURVEY CONTROL
 EZ2445
 EZ2445  NGVD 29 (??/??/92)  111.792  (m)          366.77   (f) ADJ UNCH    2 2
 EZ2445
 EZ2445.Superseded values are not recommended for survey control.
 EZ2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2445.See file dsdata.txt to determine how the superseded data were derived.
 EZ2445
 EZ2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV274819(NAD 83)
 EZ2445_MARKER: DD = SURVEY DISK
 EZ2445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2445_SP_SET: BASE
 EZ2445_STAMPING: 102 DRD 1960
 EZ2445_MARK LOGO: USGS  
 EZ2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2445+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2007
 EZ2445
 EZ2445  HISTORY     - Date     Condition        Report By
 EZ2445  HISTORY     - 1960     MONUMENTED       USGS
 EZ2445  HISTORY     - 1976     GOOD             NCGS
 EZ2445  HISTORY     - 20041120 GOOD             USPSQD
 EZ2445  HISTORY     - 20070422 GOOD             GEOCAC
 EZ2445
 EZ2445                          STATION DESCRIPTION
 EZ2445
 EZ2445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2445'2.4 MI SE FROM WAKE FOREST.
 EZ2445'TO REACH STATION FROM THE INTERSECTION OF NC 98 WITH US 1A AT THE
 EZ2445'SOUTHEASTERN BAPTIST SEMINARY IN WAKE FOREST, PROCEED EAST ALONG NC 98
 EZ2445'FOR 1.25 MILES TO THE INTERSECTION WITH SR 2053, TURN RIGHT AND
 EZ2445'CONTINUE SOUTHERLY ALONG SR 2053 FOR 1.35 MILES TO STATION ON THE
 EZ2445'LEFT, IN THE TOP OF CONCRETE BASE FOR NON-EXISTING SIGN, AND 0.60 MILE
 EZ2445'SOUTHEAST OF THE BRIDGE OVER AUSTIN CREEK.  34.4 FT. NNE OF CENTERLINE
 EZ2445'OF SR 2053, 40.1 FT. SSE OF SOUTH CORNER OF STORE BUILDING, 32.2 FT.
 EZ2445'NNW OF SOUTHEAST END OF CONCRETE CULVERT ON NORTHEAST SIDE OF SR 2053
 EZ2445'AND 4.3 FT. E OF POWER POLE NO. 41 WITH TRANSFORMER AND ALUMINUM REF.
 EZ2445'TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE SIGN BASE.
 EZ2445
 EZ2445                          STATION RECOVERY (2004)
 EZ2445
 EZ2445'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2445'RECOVERED AS DESCRIBED
 EZ2445
 EZ2445                          STATION RECOVERY (2007)
 EZ2445
 EZ2445'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2445'STREET NUMBER IS 805. THE OLD SIGN BASE PROJECTS 9 INCHES.
 EZ2445'HH2 GPS COORDINATES N35 57 20.8 W078 28 43.6.
 EZ2445' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1647 ***********************************************************************
 FB1647  DESIGNATION -  103 A
 FB1647  PID         -  FB1647
 FB1647  STATE/COUNTY-  NC/SWAIN
 FB1647  USGS QUAD   -  WESSER (1984)
 FB1647
 FB1647                         *CURRENT SURVEY CONTROL
 FB1647  ___________________________________________________________________
 FB1647* NAD 83(1986)-  35 22 02.     (N)    083 33 53.     (W)     SCALED    
 FB1647* NAVD 88     -       494.829  (meters)    1623.45   (feet)  ADJUSTED  
 FB1647  ___________________________________________________________________
 FB1647  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FB1647  DYNAMIC HT  -         494.316 (meters)    1621.77  (feet)  COMP
 FB1647  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 FB1647
 FB1647  VERT ORDER  -  SECOND    CLASS 0
 FB1647
 FB1647.The horizontal coordinates were scaled from a topographic map and have
 FB1647.an estimated accuracy of +/- 6 seconds.
 FB1647
 FB1647.The orthometric height was determined by differential leveling
 FB1647.and adjusted in June 1991.
 FB1647
 FB1647.The geoid height was determined by GEOID03.
 FB1647
 FB1647.The dynamic height is computed by dividing the NAVD 88
 FB1647.geopotential number by the normal gravity value computed on the
 FB1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1647.degrees latitude (g = 980.6199 gals.).
 FB1647
 FB1647.The modeled gravity was interpolated from observed gravity values.
 FB1647
 FB1647;                    North         East    Units  Estimated Accuracy
 FB1647;SPC NC       -   188,930.      194,960.      MT  (+/- 180 meters Scaled)
 FB1647
 FB1647                          SUPERSEDED SURVEY CONTROL
 FB1647
 FB1647  NGVD 29 (??/??/92)  494.879  (m)         1623.62   (f) ADJ UNCH    2 0
 FB1647
 FB1647.Superseded values are not recommended for survey control.
 FB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1647.See file dsdata.txt to determine how the superseded data were derived.
 FB1647
 FB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV669167(NAD 83)
 FB1647_MARKER: Z = SEE DESCRIPTION
 FB1647_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1647_SP_SET: UNSPECIFIED ROCK
 FB1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1647
 FB1647  HISTORY     - Date     Condition        Report By
 FB1647  HISTORY     - UNK      MONUMENTED       RBNF
 FB1647  HISTORY     - 1934     GOOD             NGS
 FB1647
 FB1647                          STATION DESCRIPTION
 FB1647
 FB1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1647'0.7 MI S FROM ALMOND.
 FB1647'0.7 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1647'AT ALMOND, SWAIN COUNTY, 737 YARDS NORTH OF MILEPOST 85, 500
 FB1647'FEET SOUTH OF THE CITY LIMITS, 4 FEET EAST OF THE EAST RAIL, AND
 FB1647'1 FOOT HIGHER THAN THE TOP OF THE RAIL, ON THE TOP OF A ROCK ON
 FB1647'THE SIDE OF THE MOUNTAIN.  A CHISELED POINT, PAINTED B.M. NO.
 FB1647'103 A.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2417 ***********************************************************************
 EZ2417  DESIGNATION -  103 DRD
 EZ2417  PID         -  EZ2417
 EZ2417  STATE/COUNTY-  NC/WAKE
 EZ2417  USGS QUAD   -  ROLESVILLE (1993)
 EZ2417
 EZ2417                         *CURRENT SURVEY CONTROL
 EZ2417  ___________________________________________________________________
 EZ2417* NAD 83(1986)-  35 55 19.     (N)    078 27 24.     (W)     SCALED    
 EZ2417* NAVD 88     -       134.420  (meters)     441.01   (feet)  ADJUSTED  
 EZ2417  ___________________________________________________________________
 EZ2417  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EZ2417  DYNAMIC HT  -         134.304 (meters)     440.63  (feet)  COMP
 EZ2417  MODELED GRAV-     979,769.0   (mgal)                       NAVD 88
 EZ2417
 EZ2417  VERT ORDER  -  SECOND    CLASS II
 EZ2417
 EZ2417.The horizontal coordinates were scaled from a topographic map and have
 EZ2417.an estimated accuracy of +/- 6 seconds.
 EZ2417
 EZ2417.The orthometric height was determined by differential leveling
 EZ2417.and adjusted in June 1991.
 EZ2417
 EZ2417.The geoid height was determined by GEOID03.
 EZ2417
 EZ2417.The dynamic height is computed by dividing the NAVD 88
 EZ2417.geopotential number by the normal gravity value computed on the
 EZ2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2417.degrees latitude (g = 980.6199 gals.).
 EZ2417
 EZ2417.The modeled gravity was interpolated from observed gravity values.
 EZ2417
 EZ2417;                    North         East    Units  Estimated Accuracy
 EZ2417;SPC NC       -   241,070.      658,640.      MT  (+/- 180 meters Scaled)
 EZ2417
 EZ2417                          SUPERSEDED SURVEY CONTROL
 EZ2417
 EZ2417  NGVD 29 (??/??/92)  134.696  (m)          441.92   (f) ADJ UNCH    2 2
 EZ2417
 EZ2417.Superseded values are not recommended for survey control.
 EZ2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2417.See file dsdata.txt to determine how the superseded data were derived.
 EZ2417
 EZ2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV294782(NAD 83)
 EZ2417_MARKER: DD = SURVEY DISK
 EZ2417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2417_SP_SET: SIDEWALK
 EZ2417_STAMPING: 103 DRD 1960
 EZ2417_MARK LOGO: USGS  
 EZ2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2417+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 EZ2417
 EZ2417  HISTORY     - Date     Condition        Report By
 EZ2417  HISTORY     - 1960     MONUMENTED       USGS
 EZ2417  HISTORY     - 1976     GOOD             NCGS
 EZ2417  HISTORY     - 20070906 GOOD             GEOCAC
 EZ2417
 EZ2417                          STATION DESCRIPTION
 EZ2417
 EZ2417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2417'IN ROLESVILLE.
 EZ2417'STATION IS LOCATED AT THE SOUTHWEST CORNER OF ROLESVILLE BAPTIST
 EZ2417'CHURCH.  25.0 FT. E OF CHISEL SQUARE IN CONCRETE CURBING AT ENTRANCE
 EZ2417'TO CHURCH.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE SIDEWALK.
 EZ2417
 EZ2417                          STATION RECOVERY (2007)
 EZ2417
 EZ2417'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2417'HH2 GPS COORDINATES N35 55 19.3 W78 27 23.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1368 ***********************************************************************
 FX1368  DESIGNATION -  103.8
 FX1368  PID         -  FX1368
 FX1368  STATE/COUNTY-  NC/HALIFAX
 FX1368  USGS QUAD   -  ENFIELD (1961)
 FX1368
 FX1368                         *CURRENT SURVEY CONTROL
 FX1368  ___________________________________________________________________
 FX1368* NAD 83(1986)-  36 09 53.     (N)    077 41 07.     (W)     SCALED    
 FX1368* NAVD 88     -        32.45   (+/-2cm)     106.5    (feet)  VERTCON   
 FX1368  ___________________________________________________________________
 FX1368  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FX1368  VERT ORDER  -  ? (See Below)
 FX1368
 FX1368.The horizontal coordinates were scaled from a topographic map and have
 FX1368.an estimated accuracy of +/- 6 seconds.
 FX1368
 FX1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1368.The vertical order pertains to the NGVD 29 superseded value.
 FX1368
 FX1368.The geoid height was determined by GEOID03.
 FX1368
 FX1368;                    North         East    Units  Estimated Accuracy
 FX1368;SPC NC       -   268,660.      727,890.      MT  (+/- 180 meters Scaled)
 FX1368
 FX1368                          SUPERSEDED SURVEY CONTROL
 FX1368
 FX1368  NGVD 29 (??/??/92)   32.767  (m)          107.50   (f) ADJ UNCH    ?  
 FX1368
 FX1368.Superseded values are not recommended for survey control.
 FX1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1368.See file dsdata.txt to determine how the superseded data were derived.
 FX1368
 FX1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF584055(NAD 83)
 FX1368_MARKER: Z = SEE DESCRIPTION
 FX1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1368_SP_SET: SIGNAL BASE
 FX1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1368
 FX1368  HISTORY     - Date     Condition        Report By
 FX1368  HISTORY     - UNK      MONUMENTED       CGS
 FX1368  HISTORY     - 1932     GOOD             NGS
 FX1368
 FX1368                          STATION DESCRIPTION
 FX1368
 FX1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1368'1.5 MI S FROM ENFIELD.
 FX1368'1-1/2 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1368'ENFIELD, HALIFAX COUNTY, AT SIGNAL 103.8 AND ON THE TOP OF THE
 FX1368'NORTHWEST CORNER OF THE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1303 ***********************************************************************
 FY1303  DESIGNATION -  104 HLZ
 FY1303  PID         -  FY1303
 FY1303  STATE/COUNTY-  NC/ROCKINGHAM
 FY1303  USGS QUAD   -  MAYODAN (1977)
 FY1303
 FY1303                         *CURRENT SURVEY CONTROL
 FY1303  ___________________________________________________________________
 FY1303* NAD 83(1986)-  36 27 50.     (N)    079 59 17.     (W)     SCALED    
 FY1303* NAVD 88     -       288.065  (meters)     945.09   (feet)  ADJUSTED  
 FY1303  ___________________________________________________________________
 FY1303  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FY1303  DYNAMIC HT  -         287.811 (meters)     944.26  (feet)  COMP
 FY1303  MODELED GRAV-     979,740.9   (mgal)                       NAVD 88
 FY1303
 FY1303  VERT ORDER  -  SECOND    CLASS 0
 FY1303
 FY1303.The horizontal coordinates were scaled from a topographic map and have
 FY1303.an estimated accuracy of +/- 6 seconds.
 FY1303
 FY1303.The orthometric height was determined by differential leveling
 FY1303.and adjusted in June 1991.
 FY1303
 FY1303.The geoid height was determined by GEOID03.
 FY1303
 FY1303.The dynamic height is computed by dividing the NAVD 88
 FY1303.geopotential number by the normal gravity value computed on the
 FY1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1303.degrees latitude (g = 980.6199 gals.).
 FY1303
 FY1303.The modeled gravity was interpolated from observed gravity values.
 FY1303
 FY1303;                    North         East    Units  Estimated Accuracy
 FY1303;SPC NC       -   301,520.      521,030.      MT  (+/- 180 meters Scaled)
 FY1303
 FY1303                          SUPERSEDED SURVEY CONTROL
 FY1303
 FY1303  NGVD 29 (??/??/92)  288.263  (m)          945.74   (f) ADJ UNCH    2 0
 FY1303
 FY1303.Superseded values are not recommended for survey control.
 FY1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1303.See file dsdata.txt to determine how the superseded data were derived.
 FY1303
 FY1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA906358(NAD 83)
 FY1303_MARKER: DD = SURVEY DISK
 FY1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1303_STAMPING: 104 HLZ 1969
 FY1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1303+STABILITY: SURFACE MOTION
 FY1303
 FY1303  HISTORY     - Date     Condition        Report By
 FY1303  HISTORY     - 1969     MONUMENTED       USGS
 FY1303  HISTORY     - 1973     GOOD             NCGS
 FY1303  HISTORY     - 1985     GOOD             USPSQD
 FY1303  HISTORY     - 20031031 MARK NOT FOUND   USPSQD
 FY1303
 FY1303                          STATION DESCRIPTION
 FY1303
 FY1303'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1303'4.5 MI W FROM STONEVILLE.
 FY1303'TO REACH STATION FROM NC 770 BRIDGE OVER U.S. 220 BYPASS WEST
 FY1303'OF STONEVILLE, PROCEED WEST ALONG NC 770 FOR 3.6 MILES TO
 FY1303'INTERSECTION WITH SR 1300, THENCE SOUTH ALONG SR 1300 FOR
 FY1303'0.3 MILES TO INTERSECTION WITH SR 1329 AND STATION IN SE
 FY1303'QUADRANT, 28.5 FT E OF C/L OF SR 1300, 22.6 FT S OF C/L OF
 FY1303'SR 1329, AND 2.4 FT SSE OF TP W/ALUMINUM REF. TAG.  DISK IS
 FY1303'SET IN TOP OF A CONCRETE PRECAST MONUMENT PROJECTING 3 INCHES
 FY1303'ABOVE THE SURFACE OF THE GROUND.
 FY1303
 FY1303                          STATION RECOVERY (1985)
 FY1303
 FY1303'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1303'WITNESS POST GOOD.
 FY1303
 FY1303                          STATION RECOVERY (2003)
 FY1303
 FY1303'RECOVERY NOTE BY US POWER SQUADRON 2003 (CSB)
 FY1303'FOUND CONCRETE MONUMENT WITH ROD BUT NO DISK, 1 FT N TELEPHONE PED E
 FY1303'124
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1366 ***********************************************************************
 FX1366  DESIGNATION -  105.8
 FX1366  PID         -  FX1366
 FX1366  STATE/COUNTY-  NC/EDGECOMBE
 FX1366  USGS QUAD   -  ENFIELD (1961)
 FX1366
 FX1366                         *CURRENT SURVEY CONTROL
 FX1366  ___________________________________________________________________
 FX1366* NAD 83(1986)-  36 08 28.     (N)    077 42 16.     (W)     SCALED    
 FX1366* NAVD 88     -        32.21   (+/-2cm)     105.7    (feet)  VERTCON   
 FX1366  ___________________________________________________________________
 FX1366  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 FX1366  VERT ORDER  -  ? (See Below)
 FX1366
 FX1366.The horizontal coordinates were scaled from a topographic map and have
 FX1366.an estimated accuracy of +/- 6 seconds.
 FX1366
 FX1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1366.The vertical order pertains to the NGVD 29 superseded value.
 FX1366
 FX1366.The geoid height was determined by GEOID03.
 FX1366
 FX1366;                    North         East    Units  Estimated Accuracy
 FX1366;SPC NC       -   266,020.      726,200.      MT  (+/- 180 meters Scaled)
 FX1366
 FX1366                          SUPERSEDED SURVEY CONTROL
 FX1366
 FX1366  NGVD 29 (??/??/92)   32.524  (m)          106.71   (f) ADJ UNCH    ?  
 FX1366
 FX1366.Superseded values are not recommended for survey control.
 FX1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1366.See file dsdata.txt to determine how the superseded data were derived.
 FX1366
 FX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF566029(NAD 83)
 FX1366_MARKER: Z = SEE DESCRIPTION
 FX1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1366_SP_SET: SIGNAL BASE
 FX1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1366
 FX1366  HISTORY     - Date     Condition        Report By
 FX1366  HISTORY     - UNK      MONUMENTED       CGS
 FX1366  HISTORY     - 1932     GOOD             NGS
 FX1366
 FX1366                          STATION DESCRIPTION
 FX1366
 FX1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1366'2.5 MI N FROM WHITAKERS.
 FX1366'2-1/2 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1366'WHITAKERS, EDGECOMBE COUNTY, AT SIGNAL 105.8, AND ON THE TOP OF
 FX1366'THE NORTHWEST CORNER OF THE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9275 ***********************************************************************
 DE9275  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9275  DESIGNATION -  105E 200
 DE9275  PID         -  DE9275
 DE9275  STATE/COUNTY-  NC/GUILFORD
 DE9275  USGS QUAD   -  GREENSBORO (1994)
 DE9275
 DE9275                         *CURRENT SURVEY CONTROL
 DE9275  ___________________________________________________________________
 DE9275* NAD 83(2007)-  36 01 35.20420(N)    079 46 16.92884(W)     ADJUSTED  
 DE9275* NAVD 88     -       249.16   (meters)     817.5    (feet)  GPS OBS   
 DE9275  ___________________________________________________________________
 DE9275  EPOCH DATE  -        2002.00
 DE9275  X           -     917,085.112 (meters)                     COMP
 DE9275  Y           -  -5,082,371.559 (meters)                     COMP
 DE9275  Z           -   3,730,693.785 (meters)                     COMP
 DE9275  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DE9275  ELLIP HEIGHT-         218.547 (meters)          (02/10/07) ADJUSTED
 DE9275  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE9275
 DE9275  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9275  Type    PID    Designation                      North   East  Ellip
 DE9275  -------------------------------------------------------------------
 DE9275  NETWORK DE9275 105E 200                          1.47   1.16   2.16
 DE9275  -------------------------------------------------------------------
 DE9275
 DE9275.The horizontal coordinates were established by GPS observations
 DE9275.and adjusted by the National Geodetic Survey in February 2007.
 DE9275
 DE9275.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9275.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9275.The horizontal coordinates are valid at the epoch date displayed above.
 DE9275.The epoch date for horizontal control is a decimal equivalence
 DE9275.of Year/Month/Day.
 DE9275
 DE9275.The orthometric height was determined by GPS observations and a
 DE9275.high-resolution geoid model.
 DE9275.The orthometric height was determined by GPS observations and a
 DE9275.high-resolution geoid model using precise GPS observation and
 DE9275.processing techniques.
 DE9275
 DE9275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9275
 DE9275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9275
 DE9275.The ellipsoidal height was determined by GPS observations
 DE9275.and is referenced to NAD 83.
 DE9275
 DE9275.The geoid height was determined by GEOID03.
 DE9275
 DE9275;                    North         East     Units Scale Factor Converg.
 DE9275;SPC NC       -   252,805.096   540,078.174   MT  0.99996388   -0 26 42.8
 DE9275;SPC NC       -   829,411.39  1,771,906.48   sFT  0.99996388   -0 26 42.8
 DE9275;UTM  17      - 3,987,579.811   610,699.235   MT  0.99975099   +0 43 21.7
 DE9275
 DE9275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9275!SPC NC       -   0.99996570  x   0.99996388  =   0.99992958
 DE9275!UTM  17      -   0.99996570  x   0.99975099  =   0.99971670
 DE9275
 DE9275                          SUPERSEDED SURVEY CONTROL
 DE9275
 DE9275  NAD 83(2001)-  36 01 35.20446(N)    079 46 16.92862(W) AD(       ) 1
 DE9275  ELLIP H (03/13/03)  218.543  (m)                       GP(       ) 4 2
 DE9275  NAD 83(1986)-  36 01 35.21002(N)    079 46 16.93543(W) AD(       ) 1
 DE9275
 DE9275.Superseded values are not recommended for survey control.
 DE9275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9275.See file dsdata.txt to determine how the superseded data were derived.
 DE9275
 DE9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1069987580(NAD 83)
 DE9275_MARKER: DD = SURVEY DISK
 DE9275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9275_STAMPING: 105E.200 7/97
 DE9275_MARK LOGO: NC1940
 DE9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9275+STABILITY: SURFACE MOTION
 DE9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9275+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9275
 DE9275  HISTORY     - Date     Condition        Report By
 DE9275  HISTORY     - 1997     MONUMENTED       NC1940
 DE9275
 DE9275                          STATION DESCRIPTION
 DE9275
 DE9275'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9275'STATION IS LOCATED IN THE SOUTHEAST EDGE OF GREENSBORO, ABOUT 3.5 MI
 DE9275'(5.6 KM) SOUTH-SOUTHEAST OF THE DOWNTOWN GOVERNMENT COMPLEX, ALONG
 DE9275'PLEASANT GARDEN ROAD AT CMI INDUSTRIES INCORPORATED.
 DE9275'PROCEED ALONG US 421 (JOSEPH M. HUNT EXPRESSWAY) FOR 1.2 MI (1.9 KM)
 DE9275'SOUTH FROM THE I-40-85 OVERPASS, THENCE RIGHT/SOUTHWEST ABOUT 400-FEET
 DE9275'ALONG PLEASANT GARDEN ROAD TO STATION ON RIGHT/NORTHWEST SIDE OF ROAD,
 DE9275'MIDWAY BETWEEN INTERSECTIONS WITH TWINNING ROAD AND INDUSTRIAL AVENUE
 DE9275'AT CMI INDUSTRIES.
 DE9275'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9275'GROUND. LOCATED 25.5 FT (7.8 M) NORTHWEST OF THE CENTERLINE OF
 DE9275'PLEASANT GARDEN ROAD, 39.0 FT (11.9 M) NORTHEAST OF ONE FIRE HYDRANT,
 DE9275'105.2 FT (32.1 M) SOUTH-SOUTHWEST OF ANOTHER FIRE HYDRANT, AND 129.5
 DE9275'FT (39.5 M) EAST-NORTHEAST OF POWER POLE ON NORTH SIDE OF INTERSECTION
 DE9275'WITH INDUSTRIAL AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1645 ***********************************************************************
 FB1645  DESIGNATION -  106
 FB1645  PID         -  FB1645
 FB1645  STATE/COUNTY-  NC/SWAIN
 FB1645  USGS QUAD   -  WESSER (1984)
 FB1645
 FB1645                         *CURRENT SURVEY CONTROL
 FB1645  ___________________________________________________________________
 FB1645* NAD 83(1986)-  35 20 50.     (N)    083 34 01.     (W)     SCALED    
 FB1645* NAVD 88     -       505.271  (meters)    1657.71   (feet)  ADJUSTED  
 FB1645  ___________________________________________________________________
 FB1645  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FB1645  DYNAMIC HT  -         504.749 (meters)    1656.00  (feet)  COMP
 FB1645  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 FB1645
 FB1645  VERT ORDER  -  SECOND    CLASS 0
 FB1645
 FB1645.The horizontal coordinates were scaled from a topographic map and have
 FB1645.an estimated accuracy of +/- 6 seconds.
 FB1645
 FB1645.The orthometric height was determined by differential leveling
 FB1645.and adjusted in June 1991.
 FB1645
 FB1645.The geoid height was determined by GEOID03.
 FB1645
 FB1645.The dynamic height is computed by dividing the NAVD 88
 FB1645.geopotential number by the normal gravity value computed on the
 FB1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1645.degrees latitude (g = 980.6199 gals.).
 FB1645
 FB1645.The modeled gravity was interpolated from observed gravity values.
 FB1645
 FB1645;                    North         East    Units  Estimated Accuracy
 FB1645;SPC NC       -   186,730.      194,660.      MT  (+/- 180 meters Scaled)
 FB1645
 FB1645                          SUPERSEDED SURVEY CONTROL
 FB1645
 FB1645  NGVD 29 (??/??/92)  505.321  (m)         1657.87   (f) ADJ UNCH    2 0
 FB1645
 FB1645.Superseded values are not recommended for survey control.
 FB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1645.See file dsdata.txt to determine how the superseded data were derived.
 FB1645
 FB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV667145(NAD 83)
 FB1645_MARKER: Z = SEE DESCRIPTION
 FB1645_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1645_SP_SET: UNSPECIFIED
 FB1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1645
 FB1645  HISTORY     - Date     Condition        Report By
 FB1645  HISTORY     - UNK      MONUMENTED       RBNF
 FB1645  HISTORY     - 1934     GOOD             NGS
 FB1645
 FB1645                          STATION DESCRIPTION
 FB1645
 FB1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1645'2.2 MI S FROM ALMOND.
 FB1645'2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1645'AT ALMOND, SWAIN COUNTY, 330 FEET SOUTH OF MILEPOST 86, 7 FEET
 FB1645'EAST OF THE EAST RAIL, AND LEVEL WITH THE TOP OF THE RAIL, ON THE
 FB1645'TOP OF A ROCK ON THE SIDE OF THE MOUNTAIN.  A CHISELED POINT,
 FB1645'PAINTED NO. 106.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0361 ***********************************************************************
 EZ0361  DESIGNATION -  106
 EZ0361  PID         -  EZ0361
 EZ0361  STATE/COUNTY-  NC/CUMBERLAND
 EZ0361  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0361
 EZ0361                         *CURRENT SURVEY CONTROL
 EZ0361  ___________________________________________________________________
 EZ0361* NAD 83(1986)-  35 03 14.     (N)    078 52 53.     (W)     SCALED    
 EZ0361* NAVD 88     -        32.367  (meters)     106.19   (feet)  ADJUSTED  
 EZ0361  ___________________________________________________________________
 EZ0361  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 EZ0361  DYNAMIC HT  -          32.338 (meters)     106.10  (feet)  COMP
 EZ0361  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 EZ0361
 EZ0361  VERT ORDER  -  FIRST     CLASS II
 EZ0361
 EZ0361.The horizontal coordinates were scaled from a topographic map and have
 EZ0361.an estimated accuracy of +/- 6 seconds.
 EZ0361
 EZ0361.The orthometric height was determined by differential leveling
 EZ0361.and adjusted in June 1991.
 EZ0361
 EZ0361.The geoid height was determined by GEOID03.
 EZ0361
 EZ0361.The dynamic height is computed by dividing the NAVD 88
 EZ0361.geopotential number by the normal gravity value computed on the
 EZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0361.degrees latitude (g = 980.6199 gals.).
 EZ0361
 EZ0361.The modeled gravity was interpolated from observed gravity values.
 EZ0361
 EZ0361;                    North         East    Units  Estimated Accuracy
 EZ0361;SPC NC       -   144,650.      620,420.      MT  (+/- 180 meters Scaled)
 EZ0361
 EZ0361                          SUPERSEDED SURVEY CONTROL
 EZ0361
 EZ0361  NGVD 29 (10/06/93)   32.629  (m)          107.05   (f) ADJUSTED    1 2
 EZ0361
 EZ0361.Superseded values are not recommended for survey control.
 EZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0361.See file dsdata.txt to determine how the superseded data were derived.
 EZ0361
 EZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU932810(NAD 83)
 EZ0361_MARKER: DD = SURVEY DISK
 EZ0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0361_SP_SET: BUILDING
 EZ0361_MARK LOGO: USGS  
 EZ0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0361
 EZ0361  HISTORY     - Date     Condition        Report By
 EZ0361  HISTORY     - UNK      MONUMENTED       USGS
 EZ0361  HISTORY     - 1932     GOOD             NGS
 EZ0361  HISTORY     - 1980     GOOD             NCGS
 EZ0361
 EZ0361                          STATION DESCRIPTION
 EZ0361
 EZ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EZ0361'AT FAYETTEVILLE.
 EZ0361'THERE IS A BRONZE TABLET AT THE NORTHWEST CORNER.  AT FAYETTEVILLE,
 EZ0361'CUMBERLAND COUNTY, IN THE NORTH WALL OF THE POST OFFICE, 1 FOOT
 EZ0361'EAST OF THE NORTHWEST CORNER, ABOUT 4 FEET HIGHER THAN THE
 EZ0361'GROUND, AND SET VERTICALLY.
 EZ0361
 EZ0361                          STATION RECOVERY (1980)
 EZ0361
 EZ0361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0361'SET VERTICALLY IN THE NORTH WALL AT THE WEST CORNER OF-OLD POST OFFICE
 EZ0361'BUILDING-NOW STEIN MEMORIAL LIBRARY, AT THE CORNER OF HAY STREET WITH
 EZ0361'MAXWELL STREET, 0.8 FOOT EAST OF CORNER OF BUILDING.
 EZ0361'THE MARK IS 2.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1305 ***********************************************************************
 FY1305  DESIGNATION -  106 HLZ
 FY1305  PID         -  FY1305
 FY1305  STATE/COUNTY-  NC/ROCKINGHAM
 FY1305  USGS QUAD   -  MAYODAN (1977)
 FY1305
 FY1305                         *CURRENT SURVEY CONTROL
 FY1305  ___________________________________________________________________
 FY1305* NAD 83(1986)-  36 29 28.     (N)    079 58 54.     (W)     SCALED    
 FY1305* NAVD 88     -       224.358  (meters)     736.08   (feet)  ADJUSTED  
 FY1305  ___________________________________________________________________
 FY1305  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 FY1305  DYNAMIC HT  -         224.159 (meters)     735.43  (feet)  COMP
 FY1305  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FY1305
 FY1305  VERT ORDER  -  SECOND    CLASS 0
 FY1305
 FY1305.The horizontal coordinates were scaled from a topographic map and have
 FY1305.an estimated accuracy of +/- 6 seconds.
 FY1305
 FY1305.The orthometric height was determined by differential leveling
 FY1305.and adjusted in June 1991.
 FY1305
 FY1305.The geoid height was determined by GEOID03.
 FY1305
 FY1305.The dynamic height is computed by dividing the NAVD 88
 FY1305.geopotential number by the normal gravity value computed on the
 FY1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1305.degrees latitude (g = 980.6199 gals.).
 FY1305
 FY1305.The modeled gravity was interpolated from observed gravity values.
 FY1305
 FY1305;                    North         East    Units  Estimated Accuracy
 FY1305;SPC NC       -   304,530.      521,640.      MT  (+/- 180 meters Scaled)
 FY1305
 FY1305                          SUPERSEDED SURVEY CONTROL
 FY1305
 FY1305  NGVD 29 (??/??/92)  224.555  (m)          736.73   (f) ADJ UNCH    2 0
 FY1305
 FY1305.Superseded values are not recommended for survey control.
 FY1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1305.See file dsdata.txt to determine how the superseded data were derived.
 FY1305
 FY1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA912389(NAD 83)
 FY1305_MARKER: DD = SURVEY DISK
 FY1305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1305_SP_SET: HEADWALL
 FY1305_STAMPING: 106 HLZ 1969
 FY1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1305
 FY1305  HISTORY     - Date     Condition        Report By
 FY1305  HISTORY     - 1969     MONUMENTED       USGS
 FY1305  HISTORY     - 1973     GOOD             NCGS
 FY1305
 FY1305                          STATION DESCRIPTION
 FY1305
 FY1305'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1305'4.4 MI WNW FROM STONEVILLE.
 FY1305'TO REACH STATION FROM NC 770 BRIDGE OVER U.S. 220 BYPASS WEST
 FY1305'OF STONEVILLE, PROCEED WEST ALONG NC 770 FOR 3.6 MILES TO
 FY1305'INTERSECTION WITH SR 1348 (NEAR FIRE STATION), THENCE NORTH
 FY1305'ALONG SR 1348 FOR 1.6 MILES TO CROSSING OF CREEK AND STATION
 FY1305'ON NORTH END OF EAST HEADWALL, 24.0 FT ENE OF C/L OF SR 1348,
 FY1305'0.9 FT S OF N END OF HEADWALL, 15.2 FT SSW OF 4 IN COPELL TREE
 FY1305'W/ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FY1305'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3774 ***********************************************************************
 EB3774  DESIGNATION -  106 HLZ
 EB3774  PID         -  EB3774
 EB3774  STATE/COUNTY-  NC/ROBESON
 EB3774  USGS QUAD   -  ROWLAND (1982)
 EB3774
 EB3774                         *CURRENT SURVEY CONTROL
 EB3774  ___________________________________________________________________
 EB3774* NAD 83(2001)-  34 34 31.90851(N)    079 16 26.24603(W)     ADJUSTED  
 EB3774* NAVD 88     -        42.43   (+/-2cm)     139.2    (feet)  VERTCON   
 EB3774  ___________________________________________________________________
 EB3774  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 EB3774  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EB3774  HORZ ORDER  -  SECOND
 EB3774  VERT ORDER  -  THIRD ? (See Below)
 EB3774
 EB3774.The horizontal coordinates were established by classical geodetic methods
 EB3774.and adjusted by the National Geodetic Survey in August 2005.
 EB3774
 EB3774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3774.The vertical order pertains to the NGVD 29 superseded value.
 EB3774
 EB3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3774
 EB3774.The geoid height was determined by GEOID03.
 EB3774
 EB3774;                    North         East     Units Scale Factor Converg.
 EB3774;SPC NC       -    91,612.396   584,465.203   MT  0.99994173   -0 09 29.2
 EB3774;SPC NC       -   300,565.00  1,917,532.92   sFT  0.99994173   -0 09 29.2
 EB3774;UTM  17      - 3,827,326.178   658,321.876   MT  0.99990896   +0 58 47.0
 EB3774
 EB3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3774!SPC NC       -   0.99999853  x   0.99994173  =   0.99994026
 EB3774!UTM  17      -   0.99999853  x   0.99990896  =   0.99990749
 EB3774
 EB3774                          SUPERSEDED SURVEY CONTROL
 EB3774
 EB3774  NAD 83(1986)-  34 34 31.92074(N)    079 16 26.24718(W) AD(       ) 2
 EB3774  NGVD 29 (04/22/91)   42.72   (m)          140.2    (f) LEVELING    3  
 EB3774
 EB3774.Superseded values are not recommended for survey control.
 EB3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3774.See file dsdata.txt to determine how the superseded data were derived.
 EB3774
 EB3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5832227326(NAD 83)
 EB3774_MARKER: DE = TRAVERSE STATION DISK
 EB3774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3774+STABILITY: SURFACE MOTION
 EB3774
 EB3774  HISTORY     - Date     Condition        Report By
 EB3774  HISTORY     - 1977     MONUMENTED       NCGS
 EB3774
 EB3774                          STATION DESCRIPTION
 EB3774
 EB3774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3774'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTH-NORTHEAST OF
 EB3774'ROWLAND AND 3.2 MILES SOUTH-SOUTHWEST OF ELROD.
 EB3774'
 EB3774'TO REACH STATION FROM THE INTERSECTION OF US 501 NC 130 WITH NC 710 OF
 EB3774'ROWLAND, PROCEED NORTHEAST ALONG NC 710 FOR 2.6 MILES TO SR 1143 ON
 EB3774'RIGHT AND STATION ON EAST SIDE OF INTERSECTION.
 EB3774'
 EB3774'STATION MARK IS A STANDARD DISK STAMPED---106 HLZ 1971---SET ON TOP
 EB3774'OF A CONCRETE METAL, WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK
 EB3774'IS 53.2 FEET SOUTHEAST OF CENTERLINE OF NC 710, 36.7 FEET NORTHEAST
 EB3774'OF CENTERLINE OF SR 1143, 0.5 FEET WEST OF A METAL WITNESS POST, 3.3
 EB3774'FEET SOUTHWEST OF A POWER POLE 1452 WITH REFERENCE TAG AND 109.1 FEET
 EB3774'SOUTHEAST OF A BRACE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1528 ***********************************************************************
 FY1528  DESIGNATION -  106 JAS
 FY1528  PID         -  FY1528
 FY1528  STATE/COUNTY-  NC/ROCKINGHAM
 FY1528  USGS QUAD   -  PRICE (1982)
 FY1528
 FY1528                         *CURRENT SURVEY CONTROL
 FY1528  ___________________________________________________________________
 FY1528* NAD 83(1986)-  36 31 47.     (N)    079 57 33.     (W)     SCALED    
 FY1528* NAVD 88     -       299.233  (meters)     981.73   (feet)  ADJUSTED  
 FY1528  ___________________________________________________________________
 FY1528  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FY1528  DYNAMIC HT  -         298.971 (meters)     980.87  (feet)  COMP
 FY1528  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FY1528
 FY1528  VERT ORDER  -  SECOND    CLASS 0
 FY1528
 FY1528.The horizontal coordinates were scaled from a topographic map and have
 FY1528.an estimated accuracy of +/- 6 seconds.
 FY1528
 FY1528.The orthometric height was determined by differential leveling
 FY1528.and adjusted in June 1991.
 FY1528
 FY1528.The geoid height was determined by GEOID03.
 FY1528
 FY1528.The dynamic height is computed by dividing the NAVD 88
 FY1528.geopotential number by the normal gravity value computed on the
 FY1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1528.degrees latitude (g = 980.6199 gals.).
 FY1528
 FY1528.The modeled gravity was interpolated from observed gravity values.
 FY1528
 FY1528;                    North         East    Units  Estimated Accuracy
 FY1528;SPC NC       -   308,800.      523,690.      MT  (+/- 180 meters Scaled)
 FY1528
 FY1528                          SUPERSEDED SURVEY CONTROL
 FY1528
 FY1528  NGVD 29 (??/??/92)  299.428  (m)          982.37   (f) ADJ UNCH    2 0
 FY1528
 FY1528.Superseded values are not recommended for survey control.
 FY1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1528.See file dsdata.txt to determine how the superseded data were derived.
 FY1528
 FY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA931432(NAD 83)
 FY1528_MARKER: DD = SURVEY DISK
 FY1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1528_STAMPING: 106 JAS 1963 982
 FY1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1528+STABILITY: SURFACE MOTION
 FY1528
 FY1528  HISTORY     - Date     Condition        Report By
 FY1528  HISTORY     - 1963     MONUMENTED       USGS
 FY1528  HISTORY     - 1973     GOOD             NCGS
 FY1528
 FY1528                          STATION DESCRIPTION
 FY1528
 FY1528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1528'5.3 MI NNW FROM STONEVILLE.
 FY1528'TO REACH THE STATION FROM INTERSECTION OF SR 1380 AND SR 1378
 FY1528'(OLD U.S. 220) IN PRICE COMMUNITY, PROCEED NW ALONG SR 1380
 FY1528'(THENCE BECOMING VA. ROUTE 692) FOR 1.0 MILES TO INTERSECTION
 FY1528'WITH VA. ROUTE 691, THENCE SOUTH ALONG VA. ROUTE 691 (THENCE SR
 FY1528'1381) FOR 2.1 MILES TO INTERSECTION WITH SR 1382 AND STATION
 FY1528'APPROXIMATELY 120 FT WSW OF INTERSECTION, 23.6 FT SSE OF C/L
 FY1528'OF SR 1381, 85.5 FT W OF C/L OF SR 1382, 61.5 FT W OF A
 FY1528'TELEPHONE POLE WITH PEDESTAL AND W/ALUMINUM REF. TAG, AND 0.5 FT
 FY1528'N OF METAL WITNESS POST.  DISK IS SET IN TOP OF A CONCRETE
 FY1528'POST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3775 ***********************************************************************
 EB3775  DESIGNATION -  107 HLZ
 EB3775  PID         -  EB3775
 EB3775  STATE/COUNTY-  NC/ROBESON
 EB3775  USGS QUAD   -  ROWLAND (1982)
 EB3775
 EB3775                         *CURRENT SURVEY CONTROL
 EB3775  ___________________________________________________________________
 EB3775* NAD 83(2001)-  34 32 58.80825(N)    079 18 22.23772(W)     ADJUSTED  
 EB3775* NAVD 88     -        43.60   (+/-2cm)     143.0    (feet)  VERTCON   
 EB3775  ___________________________________________________________________
 EB3775  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 EB3775  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EB3775  HORZ ORDER  -  SECOND
 EB3775  VERT ORDER  -  THIRD ? (See Below)
 EB3775
 EB3775.The horizontal coordinates were established by classical geodetic methods
 EB3775.and adjusted by the National Geodetic Survey in August 2005.
 EB3775
 EB3775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3775.The vertical order pertains to the NGVD 29 superseded value.
 EB3775
 EB3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3775
 EB3775.The geoid height was determined by GEOID03.
 EB3775
 EB3775;                    North         East     Units Scale Factor Converg.
 EB3775;SPC NC       -    88,752.360   581,500.135   MT  0.99994711   -0 10 36.2
 EB3775;SPC NC       -   291,181.70  1,907,805.03   sFT  0.99994711   -0 10 36.2
 EB3775;SPC SC       -   302,513.286   765,047.629   MT  0.99991154   +0 56 20.6
 EB3775;SPC SC       -   992,497.66  2,509,998.78   iFT  0.99991154   +0 56 20.6
 EB3775;UTM  17      - 3,824,407.954   655,414.298   MT  0.99989772   +0 57 38.9
 EB3775
 EB3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3775!SPC NC       -   0.99999833  x   0.99994711  =   0.99994544
 EB3775!SPC SC       -   0.99999833  x   0.99991154  =   0.99990987
 EB3775!UTM  17      -   0.99999833  x   0.99989772  =   0.99989605
 EB3775
 EB3775                          SUPERSEDED SURVEY CONTROL
 EB3775
 EB3775  NAD 83(1986)-  34 32 58.81996(N)    079 18 22.23879(W) AD(       ) 2
 EB3775  NGVD 29 (04/22/91)   43.90   (m)          144.0    (f) LEVELING    3  
 EB3775
 EB3775.Superseded values are not recommended for survey control.
 EB3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3775.See file dsdata.txt to determine how the superseded data were derived.
 EB3775
 EB3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5541424408(NAD 83)
 EB3775_MARKER: DB = BENCH MARK DISK
 EB3775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB3775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3775+STABILITY: SURFACE MOTION
 EB3775
 EB3775  HISTORY     - Date     Condition        Report By
 EB3775  HISTORY     - 1977     MONUMENTED       NCGS
 EB3775
 EB3775                          STATION DESCRIPTION
 EB3775
 EB3775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3775'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF ROWLAND AT
 EB3775'INTERSECTION OF NC 130 AND US 501 WITH NC 710 APPROXIMATELY 200 FEET
 EB3775'NORTHEAST OF INTERSECTION ON NORTHWEST SIDE OF NC 710 IN A CONCRETE
 EB3775'BASE FOR A SIGN POST.
 EB3775'
 EB3775'STATION MARK IS A STANDARD DISK STAMPED---107 HLZ 1971--- WHICH IS
 EB3775'FLUSH IN DRILL HOLE IN CONCRETE, WHICH IS 24 INCHES ABOVE GROUND
 EB3775'SURFACE. THE MARK IS 30.8 FEET NORTHWEST OF CENTERLINE OF NC 710, 2.0
 EB3775'FEET SOUTHEAST OF METAL SIGN POST AND 87.4 FEET NORTH OF POWER POLE
 EB3775'1946 WITH TRANSFORMER AND WITH REFERENCE TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0434 ***********************************************************************
 FZ0434  DESIGNATION -  107 HLZ RESET
 FZ0434  PID         -  FZ0434
 FZ0434  STATE/COUNTY-  NC/ROCKINGHAM
 FZ0434  USGS QUAD   -  AYERSVILLE (1984)
 FZ0434
 FZ0434                         *CURRENT SURVEY CONTROL
 FZ0434  ___________________________________________________________________
 FZ0434* NAD 83(1986)-  36 29 51.     (N)    080 00 00.     (W)     SCALED    
 FZ0434* NAVD 88     -       280.478  (meters)     920.20   (feet)  ADJUSTED  
 FZ0434  ___________________________________________________________________
 FZ0434  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 FZ0434  DYNAMIC HT  -         280.230 (meters)     919.39  (feet)  COMP
 FZ0434  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 FZ0434
 FZ0434  VERT ORDER  -  SECOND    CLASS 0
 FZ0434
 FZ0434.The horizontal coordinates were scaled from a topographic map and have
 FZ0434.an estimated accuracy of +/- 6 seconds.
 FZ0434
 FZ0434.The orthometric height was determined by differential leveling
 FZ0434.and adjusted in June 1991.
 FZ0434
 FZ0434.The geoid height was determined by GEOID03.
 FZ0434
 FZ0434.The dynamic height is computed by dividing the NAVD 88
 FZ0434.geopotential number by the normal gravity value computed on the
 FZ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0434.degrees latitude (g = 980.6199 gals.).
 FZ0434
 FZ0434.The modeled gravity was interpolated from observed gravity values.
 FZ0434
 FZ0434;                    North         East    Units  Estimated Accuracy
 FZ0434;SPC NC       -   305,260.      520,000.      MT  (+/- 180 meters Scaled)
 FZ0434
 FZ0434                          SUPERSEDED SURVEY CONTROL
 FZ0434
 FZ0434  NGVD 29 (??/??/92)  280.673  (m)          920.84   (f) ADJ UNCH    2 0
 FZ0434
 FZ0434.Superseded values are not recommended for survey control.
 FZ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0434.See file dsdata.txt to determine how the superseded data were derived.
 FZ0434
 FZ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA895395(NAD 83)
 FZ0434_MARKER: DD = SURVEY DISK
 FZ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0434_STAMPING: 107 HLZ 1969 RESET 1969
 FZ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0434+STABILITY: SURFACE MOTION
 FZ0434
 FZ0434  HISTORY     - Date     Condition        Report By
 FZ0434  HISTORY     - 1969     MONUMENTED       USGS
 FZ0434  HISTORY     - 1973     GOOD             NCGS
 FZ0434  HISTORY     - 1985     GOOD             USPSQD
 FZ0434
 FZ0434                          STATION DESCRIPTION
 FZ0434
 FZ0434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ0434'5.6 MI WNW FROM STONEVILLE.
 FZ0434'TO REACH STATION FROM NC 770 BRIDGE OVER U.S. 220 BYPASS WEST OF
 FZ0434'STONEVILLE, PROCEED WEST ALONG NC 770 FOR 3.6 MILES TO INTERSECTION
 FZ0434'WITH SR 1348 (NEAR FIRE STATION), THENCE NORTH ALONG SR 1348
 FZ0434'FOR 3.05 MILES TO SR 1354 AND STATION APPROXIMATELY 150 FT ENE OF
 FZ0434'INTERSECTION AND ON EAST SIDE OF DRIVEWAY TO A ONE-ROOM HOME,
 FZ0434'34.1 FT NNE OF C/L OF SR 1348, 130.0 FT E OF C/L OF SR 1354,
 FZ0434'16.0 FT NE OF E END OF DRIVEWAY CULVERT, 2.0 FT E OF PP W/ALUMINUM
 FZ0434'REF. TAG, AND 1.0 FT S OF A METAL WITNESS POST.  DISK IS SET IN
 FZ0434'TOP OF A CONCRETE PRECAST PROJECTING 3 INCHES ABOVE THE SURFACE
 FZ0434'OF THE GROUND.
 FZ0434
 FZ0434                          STATION RECOVERY (1985)
 FZ0434
 FZ0434'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0434'WITNESS POST GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1526 ***********************************************************************
 FY1526  DESIGNATION -  107 JAS
 FY1526  PID         -  FY1526
 FY1526  STATE/COUNTY-  NC/ROCKINGHAM
 FY1526  USGS QUAD   -  PRICE (1982)
 FY1526
 FY1526                         *CURRENT SURVEY CONTROL
 FY1526  ___________________________________________________________________
 FY1526* NAD 83(1986)-  36 32 06.     (N)    079 59 28.     (W)     SCALED    
 FY1526* NAVD 88     -       215.528  (meters)     707.11   (feet)  ADJUSTED  
 FY1526  ___________________________________________________________________
 FY1526  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 FY1526  DYNAMIC HT  -         215.339 (meters)     706.49  (feet)  COMP
 FY1526  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FY1526
 FY1526  VERT ORDER  -  SECOND    CLASS 0
 FY1526
 FY1526.The horizontal coordinates were scaled from a topographic map and have
 FY1526.an estimated accuracy of +/- 6 seconds.
 FY1526
 FY1526.The orthometric height was determined by differential leveling
 FY1526.and adjusted in June 1991.
 FY1526
 FY1526.The geoid height was determined by GEOID03.
 FY1526
 FY1526.The dynamic height is computed by dividing the NAVD 88
 FY1526.geopotential number by the normal gravity value computed on the
 FY1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1526.degrees latitude (g = 980.6199 gals.).
 FY1526
 FY1526.The modeled gravity was interpolated from observed gravity values.
 FY1526
 FY1526;                    North         East    Units  Estimated Accuracy
 FY1526;SPC NC       -   309,410.      520,840.      MT  (+/- 180 meters Scaled)
 FY1526
 FY1526                          SUPERSEDED SURVEY CONTROL
 FY1526
 FY1526  NGVD 29 (??/??/92)  215.723  (m)          707.75   (f) ADJ UNCH    2 0
 FY1526
 FY1526.Superseded values are not recommended for survey control.
 FY1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1526.See file dsdata.txt to determine how the superseded data were derived.
 FY1526
 FY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA903437(NAD 83)
 FY1526_MARKER: DD = SURVEY DISK
 FY1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1526_SP_SET: CONCRETE WINGWALL
 FY1526_STAMPING: 107 JAS 1963 708
 FY1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1526
 FY1526  HISTORY     - Date     Condition        Report By
 FY1526  HISTORY     - 1963     MONUMENTED       USGS
 FY1526  HISTORY     - 1973     GOOD             USGS
 FY1526  HISTORY     - 1985     GOOD             USPSQD
 FY1526
 FY1526                          STATION DESCRIPTION
 FY1526
 FY1526'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FY1526'6.7 MI NW FROM STONEVILLE.
 FY1526'STATION IS LOCATED AT SR 1358 BRIDGE OVER MAYO RIVER, NEAR NW
 FY1526'CORNER OF ROCKINGHAM COUNTY, APPROXIMATELY 0.4 MILES SOUTH OF
 FY1526'NC-VA. BOUNDARY, AND NEAR WEST END OF NW CONCRETE WINGWALL OF
 FY1526'BRIDGE, 11.0 FT NNE OF C/L OF SR 1381, 26.8 FT NNW OF WEST END
 FY1526'OF SOUTH BRIDGE RAIL, AND 18.6 FT NW OF WEST END OF NORTH
 FY1526'BRIDGE RAIL.  DISK IS SET FLUSH IN A DRILL HOLE IN CONCRETE
 FY1526'WINGWALL.
 FY1526
 FY1526                          STATION RECOVERY (1985)
 FY1526
 FY1526'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0351 ***********************************************************************
 FB0351  DESIGNATION -  1074
 FB0351  PID         -  FB0351
 FB0351  STATE/COUNTY-  NC/POLK
 FB0351  USGS QUAD   -  LANDRUM (1987)
 FB0351
 FB0351                         *CURRENT SURVEY CONTROL
 FB0351  ___________________________________________________________________
 FB0351* NAD 83(1986)-  35 12 31.2    (N)    082 14 17.6    (W)     HD_HELD2  
 FB0351* NAVD 88     -       327.853  (meters)    1075.63   (feet)  ADJUSTED  
 FB0351  ___________________________________________________________________
 FB0351  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FB0351  DYNAMIC HT  -         327.518 (meters)    1074.53  (feet)  COMP
 FB0351  MODELED GRAV-     979,604.4   (mgal)                       NAVD 88
 FB0351
 FB0351  VERT ORDER  -  SECOND    CLASS 0
 FB0351
 FB0351.The horizontal coordinates were established by autonomous hand held GPS
 FB0351.observations and have an estimated accuracy of +/- 10 meters.
 FB0351
 FB0351.The orthometric height was determined by differential leveling
 FB0351.and adjusted in June 1991.
 FB0351
 FB0351.The geoid height was determined by GEOID03.
 FB0351
 FB0351.The dynamic height is computed by dividing the NAVD 88
 FB0351.geopotential number by the normal gravity value computed on the
 FB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0351.degrees latitude (g = 980.6199 gals.).
 FB0351
 FB0351.The modeled gravity was interpolated from observed gravity values.
 FB0351
 FB0351;                    North         East    Units  Estimated Accuracy
 FB0351;SPC NC       -   166,618.      314,832.      MT  (+/- 10 meters HH2 GPS)
 FB0351
 FB0351                          SUPERSEDED SURVEY CONTROL
 FB0351
 FB0351  NGVD 29 (??/??/92)  327.940  (m)         1075.92   (f) ADJ UNCH    2 0
 FB0351
 FB0351.Superseded values are not recommended for survey control.
 FB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0351.See file dsdata.txt to determine how the superseded data were derived.
 FB0351
 FB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8729596886(NAD 83)
 FB0351_MARKER: DB = BENCH MARK DISK
 FB0351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB0351_SP_SET: SET VERTICALLY IN WALL
 FB0351_STAMPING: 1074
 FB0351_MARK LOGO: USGS  
 FB0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0351+STABILITY: SURFACE MOTION
 FB0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0351+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 FB0351
 FB0351  HISTORY     - Date     Condition        Report By
 FB0351  HISTORY     - UNK      MONUMENTED       USGS
 FB0351  HISTORY     - 1952     GOOD             NGS
 FB0351  HISTORY     - 19890530 GOOD             NCGS
 FB0351  HISTORY     - 19961015 GOOD             NCGS
 FB0351  HISTORY     - 20050220 GOOD             GEOCAC
 FB0351  HISTORY     - 20060926 GOOD             USPSQD
 FB0351
 FB0351                          STATION DESCRIPTION
 FB0351
 FB0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 FB0351'AT TRYON.
 FB0351'AT TRYON, POLK COUNTY, 150 FEET NORTH OF THE SOUTHERN RAILWAY
 FB0351'STATION, 300 FEET WEST OF THE POST OFFICE, IN THE NORTHEAST
 FB0351'CORNER OF BALLINGERS STORE, AND 3 FEET HIGHER THAN THE GROUND.
 FB0351'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1075.759
 FB0351'1074 ADJ.
 FB0351
 FB0351                          STATION RECOVERY (1989)
 FB0351
 FB0351'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB0351'RECOVERED IN GOOD CONDITION.
 FB0351
 FB0351                          STATION RECOVERY (1996)
 FB0351
 FB0351'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FB0351'RECOVERED AS DESCRIBED.
 FB0351
 FB0351                          STATION RECOVERY (2005)
 FB0351
 FB0351'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FB0351'THE ORIGINAL DESCRIPTION NO LONGER IS ACCURATE. DELETE REFERENCES TO
 FB0351'POST OFFICE AND TRAIN DEPOT, BOTH OF WHICH HAVE BEEN RELOCATED. A NEW
 FB0351'DESCRIPTION FOLLOWS.
 FB0351' 
 FB0351'STATION IS MOUNTED VERTICALLY IN SOUTH WALL OF A BUILDING IN THE
 FB0351'CENTER OF TRYON, AT THE CORNER OF TRADE STREET AND OAK STREET, IN THE
 FB0351'NORTH QUADRANT, APPROXIMATELY 10 FEET NORTHEAST OF THE SOUTHWEST
 FB0351'CORNER OF SAID BUILDING, 21 FEET NORTHWEST OF THE C/L OF OAK STREET,
 FB0351'AND 15 FEET NORTH-NORTHEAST OF A UTILITY POLE SUPPORTING A TRAFFIC
 FB0351'SIGNAL. STATION IS A USGS STANDARD DISK, STAMPED 1075.759 1074 ADJ.
 FB0351' 
 FB0351'THE READING ON A CONSUMER-GRADE GPS RECEIVER WAS N35 12 31.2, W082 14
 FB0351'17.58 (PLUS/MINUS 30 FEET). MS. M. WOODWARD AT THE POLK COUNTY
 FB0351'HISTORICAL MUSEUM (AND A LIFELONG RESIDENT OF TRYON) CONFIRMED THAT
 FB0351'THIS BUILDING FORMERLY WAS KNOWN AS BALLINGERS STORE.
 FB0351
 FB0351                          STATION RECOVERY (2006)
 FB0351
 FB0351'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB0351'STATION LOCATED AT THE CORNER OF TRADE AND OAK STREET
 FB0351'BUILDING NOW HOUSES THE NORTH TRADE CAFE
 FB0351'STATION ALSO HAS MARKING OF 1075.759 STAMPED ON FACE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9389 ***********************************************************************
 DE9389  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9389  DESIGNATION -  107E 200
 DE9389  PID         -  DE9389
 DE9389  STATE/COUNTY-  NC/GUILFORD
 DE9389  USGS QUAD   -  GREENSBORO (1994)
 DE9389
 DE9389                         *CURRENT SURVEY CONTROL
 DE9389  ___________________________________________________________________
 DE9389* NAD 83(2007)-  36 01 32.21429(N)    079 48 09.23243(W)     ADJUSTED  
 DE9389* NAVD 88     -       238.14   (meters)     781.3    (feet)  GPS OBS   
 DE9389  ___________________________________________________________________
 DE9389  EPOCH DATE  -        2002.00
 DE9389  X           -     914,325.816 (meters)                     COMP
 DE9389  Y           -  -5,082,914.621 (meters)                     COMP
 DE9389  Z           -   3,730,612.712 (meters)                     COMP
 DE9389  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DE9389  ELLIP HEIGHT-         207.427 (meters)          (02/10/07) ADJUSTED
 DE9389  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DE9389
 DE9389  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9389  Type    PID    Designation                      North   East  Ellip
 DE9389  -------------------------------------------------------------------
 DE9389  NETWORK DE9389 107E 200                          1.65   1.33   2.55
 DE9389  -------------------------------------------------------------------
 DE9389
 DE9389.The horizontal coordinates were established by GPS observations
 DE9389.and adjusted by the National Geodetic Survey in February 2007.
 DE9389
 DE9389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9389.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9389.The horizontal coordinates are valid at the epoch date displayed above.
 DE9389.The epoch date for horizontal control is a decimal equivalence
 DE9389.of Year/Month/Day.
 DE9389
 DE9389.The orthometric height was determined by GPS observations and a
 DE9389.high-resolution geoid model.
 DE9389.The orthometric height was determined by GPS observations and a
 DE9389.high-resolution geoid model using precise GPS observation and
 DE9389.processing techniques.
 DE9389
 DE9389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9389
 DE9389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9389
 DE9389.The ellipsoidal height was determined by GPS observations
 DE9389.and is referenced to NAD 83.
 DE9389
 DE9389.The geoid height was determined by GEOID03.
 DE9389
 DE9389;                    North         East     Units Scale Factor Converg.
 DE9389;SPC NC       -   252,735.236   537,265.862   MT  0.99996369   -0 27 47.6
 DE9389;SPC NC       -   829,182.19  1,762,679.75   sFT  0.99996369   -0 27 47.6
 DE9389;UTM  17      - 3,987,452.680   607,889.540   MT  0.99974343   +0 42 15.6
 DE9389
 DE9389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9389!SPC NC       -   0.99996745  x   0.99996369  =   0.99993114
 DE9389!UTM  17      -   0.99996745  x   0.99974343  =   0.99971088
 DE9389
 DE9389:                Primary Azimuth Mark                     Grid Az
 DE9389:SPC NC       -  70E 200                                  009 41 31.2
 DE9389:UTM  17      -  70E 200                                  008 31 28.0
 DE9389
 DE9389|---------------------------------------------------------------------|
 DE9389| PID    Reference Object                     Distance      Geod. Az  |
 DE9389|                                                           dddmmss.s |
 DE9389| DE9390 70E 200                             APPROX. 0.6 KM 0091343.6 |
 DE9389|---------------------------------------------------------------------|
 DE9389
 DE9389                          SUPERSEDED SURVEY CONTROL
 DE9389
 DE9389  NAD 83(2001)-  36 01 32.21456(N)    079 48 09.23219(W) AD(       ) 1
 DE9389  ELLIP H (03/13/03)  207.424  (m)                       GP(       ) 4 2
 DE9389  NAD 83(1986)-  36 01 32.22022(N)    079 48 09.23920(W) AD(       ) 1
 DE9389
 DE9389.Superseded values are not recommended for survey control.
 DE9389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9389.See file dsdata.txt to determine how the superseded data were derived.
 DE9389
 DE9389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0789087453(NAD 83)
 DE9389_MARKER: DD = SURVEY DISK
 DE9389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9389_STAMPING: 107E200 1999
 DE9389_MARK LOGO: NC1940
 DE9389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9389+STABILITY: SURFACE MOTION
 DE9389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9389+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9389
 DE9389  HISTORY     - Date     Condition        Report By
 DE9389  HISTORY     - 1999     MONUMENTED       NC1940
 DE9389
 DE9389                          STATION DESCRIPTION
 DE9389
 DE9389'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9389'STATION IS ABOUT 3.3 MI (5.3 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9389'GOVERNMENT PLAZA, AND 1.7 MI (2.7 KM) WEST-NORTHWEST OF VANDALIA.
 DE9389'ALONG RANDLEMAN ROAD, 0.6 MI (1.0 KM) SOUTH OF I-40 AND I-85, IN THE
 DE9389'SOUTHWEST QUADRANT OF INTERSECTION WITH LONG STREET BY HOWLE POTTERY
 DE9389'SHOP.
 DE9389'MARK IS 1-FOOT HIGHER THAN CENTER OF LONG STREET, AND RECESSED
 DE9389'6-INCHES BELOW GROUND. LOCATED 35.8 FT (10.9 M) WEST OF CENTERLINE OF
 DE9389'RANDLEMAN ROAD, 32.3 FT (9.8 M) SOUTH OF THE CENTERLINE OF LONG
 DE9389'STREET, AND 21.4 FT (6.5 M) EAST-SOUTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9262 ***********************************************************************
 DE9262  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9262  DESIGNATION -  107W 200
 DE9262  PID         -  DE9262
 DE9262  STATE/COUNTY-  NC/GUILFORD
 DE9262  USGS QUAD   -  GREENSBORO (1994)
 DE9262
 DE9262                         *CURRENT SURVEY CONTROL
 DE9262  ___________________________________________________________________
 DE9262* NAD 83(2007)-  36 01 28.40446(N)    079 48 45.48191(W)     ADJUSTED  
 DE9262* NAVD 88     -       237.29   (meters)     778.5    (feet)  GPS OBS   
 DE9262  ___________________________________________________________________
 DE9262  EPOCH DATE  -        2002.00
 DE9262  X           -     913,444.607 (meters)                     COMP
 DE9262  Y           -  -5,083,142.502 (meters)                     COMP
 DE9262  Z           -   3,730,517.219 (meters)                     COMP
 DE9262  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DE9262  ELLIP HEIGHT-         206.544 (meters)          (02/10/07) ADJUSTED
 DE9262  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DE9262
 DE9262  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9262  Type    PID    Designation                      North   East  Ellip
 DE9262  -------------------------------------------------------------------
 DE9262  NETWORK DE9262 107W 200                          1.43   1.23   2.10
 DE9262  -------------------------------------------------------------------
 DE9262
 DE9262.The horizontal coordinates were established by GPS observations
 DE9262.and adjusted by the National Geodetic Survey in February 2007.
 DE9262
 DE9262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9262.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9262.The horizontal coordinates are valid at the epoch date displayed above.
 DE9262.The epoch date for horizontal control is a decimal equivalence
 DE9262.of Year/Month/Day.
 DE9262
 DE9262.The orthometric height was determined by GPS observations and a
 DE9262.high-resolution geoid model.
 DE9262.The orthometric height was determined by GPS observations and a
 DE9262.high-resolution geoid model using precise GPS observation and
 DE9262.processing techniques.
 DE9262
 DE9262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9262
 DE9262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9262
 DE9262.The ellipsoidal height was determined by GPS observations
 DE9262.and is referenced to NAD 83.
 DE9262
 DE9262.The geoid height was determined by GEOID03.
 DE9262
 DE9262;                    North         East     Units Scale Factor Converg.
 DE9262;SPC NC       -   252,625.201   536,357.373   MT  0.99996344   -0 28 08.5
 DE9262;SPC NC       -   828,821.18  1,759,699.15   sFT  0.99996344   -0 28 08.5
 DE9262;UTM  17      - 3,987,324.186   606,983.681   MT  0.99974103   +0 41 54.2
 DE9262
 DE9262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9262!SPC NC       -   0.99996758  x   0.99996344  =   0.99993103
 DE9262!UTM  17      -   0.99996758  x   0.99974103  =   0.99970862
 DE9262
 DE9262:                Primary Azimuth Mark                     Grid Az
 DE9262:SPC NC       -  108E 200                                 234 56 18.1
 DE9262:UTM  17      -  108E 200                                 233 46 15.4
 DE9262
 DE9262|---------------------------------------------------------------------|
 DE9262| PID    Reference Object                     Distance      Geod. Az  |
 DE9262|                                                           dddmmss.s |
 DE9262| DE9261 108E 200                            402.033 METERS 2342809.6 |
 DE9262|---------------------------------------------------------------------|
 DE9262
 DE9262                          SUPERSEDED SURVEY CONTROL
 DE9262
 DE9262  NAD 83(2001)-  36 01 28.40472(N)    079 48 45.48167(W) AD(       ) 1
 DE9262  ELLIP H (03/13/03)  206.543  (m)                       GP(       ) 4 2
 DE9262  NAD 83(1986)-  36 01 28.41050(N)    079 48 45.48884(W) AD(       ) 1
 DE9262
 DE9262.Superseded values are not recommended for survey control.
 DE9262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9262.See file dsdata.txt to determine how the superseded data were derived.
 DE9262
 DE9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0698487324(NAD 83)
 DE9262_MARKER: DD = SURVEY DISK
 DE9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9262_STAMPING: 107W.200 7/97
 DE9262_MARK LOGO: NC1940
 DE9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9262+STABILITY: SURFACE MOTION
 DE9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9262+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9262
 DE9262  HISTORY     - Date     Condition        Report By
 DE9262  HISTORY     - 1997     MONUMENTED       NC1940
 DE9262
 DE9262                          STATION DESCRIPTION
 DE9262
 DE9262'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9262'STATION IS LOCATED IN GREENSBORO, ABOUT 3.5 MI (5.6 KM)
 DE9262'SOUTH-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX AND 9 MI (14.5 KM)
 DE9262'SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9262'HEALTHHAVEN NURSING CENTER.
 DE9262'PROCEED ALONG REHOBETH CHURCH ROAD FOR 0.1 MI (0.2 KM) SOUTH FROM THE
 DE9262'I-85 UNDERPASS (EXIT 122C), THENCE LEFT/NORTHEAST FOR 0.4 MI (0.6 KM)
 DE9262'ALONG GREENHAVEN DRIVE TO STATION ON LEFT/NORTH SIDE OF ROAD, ACROSS
 DE9262'FROM HEALTHHAVEN.
 DE9262'MARK IS 1-FOOT LOWER THAN THE CENTERLINE OF ROAD AND RECESSED 2-INCHES
 DE9262'BELOW THE GROUND. LOCATED 29.7 FT (9.1 M) NORTH OF THE CENTERLINE OF
 DE9262'ROAD, 62.4 FT (19.0 M) NORTHWEST AND ACROSS ROAD FROM FIRE HYDRANT,
 DE9262'19.4 FT (5.9 M) EAST-NORTHEAST OF A CATCH BASIN, 36.4 FT (11.1 M)
 DE9262'WEST-NORTHWEST OF A WOODEN LIGHT POLE, AND 65.5 FT (20.0 M) WEST OF A
 DE9262'SANITARY MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1644 ***********************************************************************
 FB1644  DESIGNATION -  108
 FB1644  PID         -  FB1644
 FB1644  STATE/COUNTY-  NC/SWAIN
 FB1644  USGS QUAD   -  WESSER (1984)
 FB1644
 FB1644                         *CURRENT SURVEY CONTROL
 FB1644  ___________________________________________________________________
 FB1644* NAD 83(1986)-  35 20 51.     (N)    083 34 50.     (W)     SCALED    
 FB1644* NAVD 88     -       511.873  (meters)    1679.37   (feet)  ADJUSTED  
 FB1644  ___________________________________________________________________
 FB1644  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB1644  DYNAMIC HT  -         511.346 (meters)    1677.64  (feet)  COMP
 FB1644  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 FB1644
 FB1644  VERT ORDER  -  SECOND    CLASS 0
 FB1644
 FB1644.The horizontal coordinates were scaled from a topographic map and have
 FB1644.an estimated accuracy of +/- 6 seconds.
 FB1644
 FB1644.The orthometric height was determined by differential leveling
 FB1644.and adjusted in June 1991.
 FB1644
 FB1644.The geoid height was determined by GEOID03.
 FB1644
 FB1644.The dynamic height is computed by dividing the NAVD 88
 FB1644.geopotential number by the normal gravity value computed on the
 FB1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1644.degrees latitude (g = 980.6199 gals.).
 FB1644
 FB1644.The modeled gravity was interpolated from observed gravity values.
 FB1644
 FB1644;                    North         East    Units  Estimated Accuracy
 FB1644;SPC NC       -   186,810.      193,430.      MT  (+/- 180 meters Scaled)
 FB1644
 FB1644                          SUPERSEDED SURVEY CONTROL
 FB1644
 FB1644  NGVD 29 (??/??/92)  511.925  (m)         1679.54   (f) ADJ UNCH    2 0
 FB1644
 FB1644.Superseded values are not recommended for survey control.
 FB1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1644.See file dsdata.txt to determine how the superseded data were derived.
 FB1644
 FB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV654146(NAD 83)
 FB1644_MARKER: X = CHISELED CROSS
 FB1644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1644_SP_SET: BRIDGE
 FB1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1644
 FB1644  HISTORY     - Date     Condition        Report By
 FB1644  HISTORY     - UNK      MONUMENTED       RBNF
 FB1644  HISTORY     - 1934     GOOD             NGS
 FB1644
 FB1644                          STATION DESCRIPTION
 FB1644
 FB1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1644'3.1 MI S FROM ALMOND.
 FB1644'3.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1644'ALMOND, SWAIN COUNTY, 135 FEET SOUTHWEST OF MILEPOST 87, AT
 FB1644'BRIDGE 2 T 87.0 OVER NANTAHALA RIVER, ON THE TOP OF THE NORTHEAST
 FB1644'CONCRETE ABUTMENT, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 FB1644'5 FEET LOWER THAN THE BASE OF THE RAIL.  A CHISELED CROSS, PAINTED
 FB1644'NO. 108.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9261 ***********************************************************************
 DE9261  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9261  DESIGNATION -  108E 200
 DE9261  PID         -  DE9261
 DE9261  STATE/COUNTY-  NC/GUILFORD
 DE9261  USGS QUAD   -  GREENSBORO (1994)
 DE9261
 DE9261                         *CURRENT SURVEY CONTROL
 DE9261  ___________________________________________________________________
 DE9261* NAD 83(2007)-  36 01 20.82407(N)    079 48 58.54891(W)     ADJUSTED  
 DE9261* NAVD 88     -       240.47   (meters)     788.9    (feet)  GPS OBS   
 DE9261  ___________________________________________________________________
 DE9261  EPOCH DATE  -        2002.00
 DE9261  X           -     913,147.335 (meters)                     COMP
 DE9261  Y           -  -5,083,338.136 (meters)                     COMP
 DE9261  Z           -   3,730,330.116 (meters)                     COMP
 DE9261  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 DE9261  ELLIP HEIGHT-         209.719 (meters)          (02/10/07) ADJUSTED
 DE9261  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DE9261
 DE9261  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9261  Type    PID    Designation                      North   East  Ellip
 DE9261  -------------------------------------------------------------------
 DE9261  NETWORK DE9261 108E 200                          1.76   1.43   2.45
 DE9261  -------------------------------------------------------------------
 DE9261
 DE9261.The horizontal coordinates were established by GPS observations
 DE9261.and adjusted by the National Geodetic Survey in February 2007.
 DE9261
 DE9261.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9261.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9261.The horizontal coordinates are valid at the epoch date displayed above.
 DE9261.The epoch date for horizontal control is a decimal equivalence
 DE9261.of Year/Month/Day.
 DE9261
 DE9261.The orthometric height was determined by GPS observations and a
 DE9261.high-resolution geoid model.
 DE9261.The orthometric height was determined by GPS observations and a
 DE9261.high-resolution geoid model using precise GPS observation and
 DE9261.processing techniques.
 DE9261
 DE9261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9261
 DE9261.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9261
 DE9261.The ellipsoidal height was determined by GPS observations
 DE9261.and is referenced to NAD 83.
 DE9261
 DE9261.The geoid height was determined by GEOID03.
 DE9261
 DE9261;                    North         East     Units Scale Factor Converg.
 DE9261;SPC NC       -   252,394.258   536,028.307   MT  0.99996294   -0 28 16.0
 DE9261;SPC NC       -   828,063.49  1,758,619.54   sFT  0.99996294   -0 28 16.0
 DE9261;UTM  17      - 3,987,086.640   606,659.461   MT  0.99974017   +0 41 46.4
 DE9261
 DE9261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9261!SPC NC       -   0.99996709  x   0.99996294  =   0.99993003
 DE9261!UTM  17      -   0.99996709  x   0.99974017  =   0.99970726
 DE9261
 DE9261:                Primary Azimuth Mark                     Grid Az
 DE9261:SPC NC       -  107W 200                                 054 56 17.9
 DE9261:UTM  17      -  107W 200                                 053 46 15.5
 DE9261
 DE9261|---------------------------------------------------------------------|
 DE9261| PID    Reference Object                     Distance      Geod. Az  |
 DE9261|                                                           dddmmss.s |
 DE9261| DE9262 107W 200                            402.033 METERS 0542801.9 |
 DE9261|---------------------------------------------------------------------|
 DE9261
 DE9261                          SUPERSEDED SURVEY CONTROL
 DE9261
 DE9261  NAD 83(2001)-  36 01 20.82435(N)    079 48 58.54867(W) AD(       ) 1
 DE9261  ELLIP H (03/13/03)  209.718  (m)                       GP(       ) 4 2
 DE9261  NAD 83(1986)-  36 01 20.83012(N)    079 48 58.55584(W) AD(       ) 1
 DE9261
 DE9261.Superseded values are not recommended for survey control.
 DE9261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9261.See file dsdata.txt to determine how the superseded data were derived.
 DE9261
 DE9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0665987087(NAD 83)
 DE9261_MARKER: DD = SURVEY DISK
 DE9261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9261_STAMPING: 108E.200 7/97
 DE9261_MARK LOGO: NC1940
 DE9261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9261+STABILITY: SURFACE MOTION
 DE9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9261+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9261
 DE9261  HISTORY     - Date     Condition        Report By
 DE9261  HISTORY     - 1997     MONUMENTED       NC1940
 DE9261
 DE9261                          STATION DESCRIPTION
 DE9261
 DE9261'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9261'STATION IS LOCATED IN GREENSBORO, ABOUT 3.7 MI (6.0 KM)
 DE9261'SOUTH-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, OR 1.0 MI (1.6 KM)
 DE9261'SOUTHWEST OF THE I-40 AND I-85 INTERCHANGE, AT THE SOUTHSIDE BAPTIST
 DE9261'CHURCH.
 DE9261'PROCEED ALONG REHOBETH CHURCH ROAD FOR 0.1 MI (0.2 KM) SOUTH FROM THE
 DE9261'I-85 UNDERPASS (EXIT 122C), THENCE LEFT/NORTHEAST FOR 0.15 MI (0.24
 DE9261'KM) ALONG GREENHAVEN DRIVE TO CHURCH AND STATION ON RIGHT/SOUTHEAST
 DE9261'SIDE OF ROAD.
 DE9261'MARK IS 1/2-FOOT HIGHER THAN THE CENTERLINE OF GREENHAVEN DRIVE AND
 DE9261'FLUSH WITH THE GROUND. LOCATED 25.0 FT (7.6 M) SOUTHEAST OF THE
 DE9261'CENTERLINE OF ROAD, 56.8 FT (17.3 M) WEST OF APEX OF CHURCH SIGN, 34.2
 DE9261'FT (10.4 M) NORTHWEST OF A GROUND-BASED LIGHT ON CHURCH LAWN, AND 69.5
 DE9261'FT (21.2 M) SOUTHWEST OF A MANHOLE OVER DROP INLET ALONG SOUTH SIDE OF
 DE9261'STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2066 ***********************************************************************
 FY2066  DESIGNATION -  109 DRD
 FY2066  PID         -  FY2066
 FY2066  STATE/COUNTY-  NC/FRANKLIN
 FY2066  USGS QUAD   -  FRANKLINTON (1978)
 FY2066
 FY2066                         *CURRENT SURVEY CONTROL
 FY2066  ___________________________________________________________________
 FY2066* NAD 83(1986)-  36 01 28.     (N)    078 28 28.     (W)     SCALED    
 FY2066* NAVD 88     -       140.533  (meters)     461.07   (feet)  ADJUSTED  
 FY2066  ___________________________________________________________________
 FY2066  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 FY2066  DYNAMIC HT  -         140.415 (meters)     460.68  (feet)  COMP
 FY2066  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 FY2066
 FY2066  VERT ORDER  -  FIRST     CLASS II
 FY2066
 FY2066.The horizontal coordinates were scaled from a topographic map and have
 FY2066.an estimated accuracy of +/- 6 seconds.
 FY2066
 FY2066.The orthometric height was determined by differential leveling
 FY2066.and adjusted in June 1991.
 FY2066
 FY2066.The geoid height was determined by GEOID03.
 FY2066
 FY2066.The dynamic height is computed by dividing the NAVD 88
 FY2066.geopotential number by the normal gravity value computed on the
 FY2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2066.degrees latitude (g = 980.6199 gals.).
 FY2066
 FY2066.The modeled gravity was interpolated from observed gravity values.
 FY2066
 FY2066;                    North         East    Units  Estimated Accuracy
 FY2066;SPC NC       -   252,440.      656,970.      MT  (+/- 180 meters Scaled)
 FY2066
 FY2066                          SUPERSEDED SURVEY CONTROL
 FY2066
 FY2066  NGVD 29 (03/05/92)  140.808  (m)          461.97   (f) ADJUSTED    1 2
 FY2066
 FY2066.Superseded values are not recommended for survey control.
 FY2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2066.See file dsdata.txt to determine how the superseded data were derived.
 FY2066
 FY2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV275896(NAD 83)
 FY2066_MARKER: DS = TRIANGULATION STATION DISK
 FY2066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FY2066_SP_SET: PORCH SLAB
 FY2066_STAMPING: DRD 109 1960 462 FT
 FY2066_MARK LOGO: USGS  
 FY2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2066+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 FY2066
 FY2066  HISTORY     - Date     Condition        Report By
 FY2066  HISTORY     - 1960     MONUMENTED       USGS
 FY2066  HISTORY     - 1980     GOOD             NCGS
 FY2066  HISTORY     - 20050727 GOOD             USPSQD
 FY2066
 FY2066                          STATION DESCRIPTION
 FY2066
 FY2066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FY2066'IN YOUNGSVILLE.
 FY2066'APPROXIMATELY 200 FEET SOUTH OF JUNCTION OF MAIN STREET AND CROSS
 FY2066'STREET AT EAST ENTRANCE TO NATIONAL GUARD MOTOR POOL BUILDING
 FY2066'116, 36.5 FEET WEST OF CENTERLINE OF STREET, 3.7 FEET SOUTH OF
 FY2066'CENTER OF DOUBLE DOOR AND 0.9 FEET NORTHEAST OF SOUTHWEST CORNER
 FY2066'OF SLAB.
 FY2066'THE MARK IS 1 FT ABOVE STREET.
 FY2066
 FY2066                          STATION RECOVERY (2005)
 FY2066
 FY2066'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2066'N 36 01.456
 FY2066'W 078 28.465
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0445 ***********************************************************************
 FA0445  DESIGNATION -  109 JAS
 FA0445  PID         -  FA0445
 FA0445  STATE/COUNTY-  NC/MECKLENBURG
 FA0445  USGS QUAD   -  HARRISBURG (1993)
 FA0445
 FA0445                         *CURRENT SURVEY CONTROL
 FA0445  ___________________________________________________________________
 FA0445* NAD 83(1986)-  35 15 53.     (N)    080 44 07.     (W)     SCALED    
 FA0445* NAVD 88     -       248.256  (meters)     814.49   (feet)  ADJUSTED  
 FA0445  ___________________________________________________________________
 FA0445  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA0445  DYNAMIC HT  -         248.031 (meters)     813.75  (feet)  COMP
 FA0445  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FA0445
 FA0445  VERT ORDER  -  SECOND    CLASS 0
 FA0445
 FA0445.The horizontal coordinates were scaled from a topographic map and have
 FA0445.an estimated accuracy of +/- 6 seconds.
 FA0445
 FA0445.The orthometric height was determined by differential leveling
 FA0445.and adjusted in June 1991.
 FA0445
 FA0445.The geoid height was determined by GEOID03.
 FA0445
 FA0445.The dynamic height is computed by dividing the NAVD 88
 FA0445.geopotential number by the normal gravity value computed on the
 FA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0445.degrees latitude (g = 980.6199 gals.).
 FA0445
 FA0445.The modeled gravity was interpolated from observed gravity values.
 FA0445
 FA0445;                    North         East    Units  Estimated Accuracy
 FA0445;SPC NC       -   169,410.      451,730.      MT  (+/- 180 meters Scaled)
 FA0445
 FA0445                          SUPERSEDED SURVEY CONTROL
 FA0445
 FA0445  NGVD 29 (??/??/92)  248.487  (m)          815.24   (f) ADJ UNCH    2 0
 FA0445
 FA0445.Superseded values are not recommended for survey control.
 FA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0445.See file dsdata.txt to determine how the superseded data were derived.
 FA0445
 FA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV240024(NAD 83)
 FA0445_MARKER: DD = SURVEY DISK
 FA0445_SETTING: 0 = UNSPECIFIED SETTING
 FA0445_STAMPING: 109 JAS 1966
 FA0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0445
 FA0445  HISTORY     - Date     Condition        Report By
 FA0445  HISTORY     - 1966     MONUMENTED       USGS
 FA0445  HISTORY     - 1972     GOOD             NGS
 FA0445  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0445  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0445  HISTORY     - 19990125 MARK NOT FOUND   USPSQD
 FA0445
 FA0445                          STATION DESCRIPTION
 FA0445
 FA0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FA0445'1 MI S FROM NEWELL.
 FA0445'STATION IS LOCATED APPROXIMATELY 6.7 MI. NE OF DOWNTOWN CHARLOTTE,
 FA0445'ABOUT 0.65 MI. S ALONG SR 2853 (NEWELL-HICKORY GROVE RD.) FROM
 FA0445'INTERSECTION WITH SR 2939 (OLD CONCORD RD.), IN THE NE QUADRANT
 FA0445'OF INTERSECTION OF SR 2853 AND SR 2976 (GRIER RD.), 35.0 FT N OF
 FA0445'INTERSECTION OF SR 2853 AND SR 2976, 0.5 FT S OF METAL WITNESS
 FA0445'SIGN.  MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 FA0445
 FA0445                          STATION RECOVERY (1989)
 FA0445
 FA0445'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0445'MARK NOT FOUND.
 FA0445
 FA0445                          STATION RECOVERY (1990)
 FA0445
 FA0445'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0445'MARK NOT FOUND.
 FA0445
 FA0445                          STATION RECOVERY (1999)
 FA0445
 FA0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1371 ***********************************************************************
 FY1371  DESIGNATION -  109 JAS
 FY1371  PID         -  FY1371
 FY1371  STATE/COUNTY-  NC/ROCKINGHAM
 FY1371  USGS QUAD   -  PRICE (1982)
 FY1371
 FY1371                         *CURRENT SURVEY CONTROL
 FY1371  ___________________________________________________________________
 FY1371* NAD 83(1986)-  36 32 18.     (N)    079 54 53.     (W)     SCALED    
 FY1371* NAVD 88     -       311.385  (meters)    1021.60   (feet)  ADJUSTED  
 FY1371  ___________________________________________________________________
 FY1371  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FY1371  DYNAMIC HT  -         311.113 (meters)    1020.71  (feet)  COMP
 FY1371  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 FY1371
 FY1371  VERT ORDER  -  FIRST     CLASS II
 FY1371
 FY1371.The horizontal coordinates were scaled from a topographic map and have
 FY1371.an estimated accuracy of +/- 6 seconds.
 FY1371
 FY1371.The orthometric height was determined by differential leveling
 FY1371.and adjusted in June 1991.
 FY1371
 FY1371.The geoid height was determined by GEOID03.
 FY1371
 FY1371.The dynamic height is computed by dividing the NAVD 88
 FY1371.geopotential number by the normal gravity value computed on the
 FY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1371.degrees latitude (g = 980.6199 gals.).
 FY1371
 FY1371.The modeled gravity was interpolated from observed gravity values.
 FY1371
 FY1371;                    North         East    Units  Estimated Accuracy
 FY1371;SPC NC       -   309,720.      527,680.      MT  (+/- 180 meters Scaled)
 FY1371
 FY1371                          SUPERSEDED SURVEY CONTROL
 FY1371
 FY1371  NGVD 29 (??/??/92)  311.579  (m)         1022.24   (f) ADJ UNCH    1 2
 FY1371
 FY1371.Superseded values are not recommended for survey control.
 FY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1371.See file dsdata.txt to determine how the superseded data were derived.
 FY1371
 FY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA971442(NAD 83)
 FY1371_MARKER: DD = SURVEY DISK
 FY1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1371_SP_SET: OVERPASS
 FY1371_STAMPING: 1022 109 JAS 1963
 FY1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1371
 FY1371  HISTORY     - Date     Condition        Report By
 FY1371  HISTORY     - 1963     MONUMENTED       USGS
 FY1371  HISTORY     - 1965     GOOD             NGS
 FY1371  HISTORY     - 1973     GOOD             NGS
 FY1371  HISTORY     - 1985     GOOD             USPSQD
 FY1371  HISTORY     - 20060115 MARK NOT FOUND   USPSQD
 FY1371
 FY1371                          STATION DESCRIPTION
 FY1371
 FY1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1371'5.5 MI NW FROM STONEVILLE.
 FY1371'5.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1371'THE STATION AT STONEVILLE, ABOUT 0.3 MILE SOUTH OF THE NORTH
 FY1371'CAROLINA-VIRGINIA STATE LINE, ABOUT 4.5 MILES SOUTH OF THE
 FY1371'STATION AT RIDGEWAY, VIRGINIA, SET ON THE TOP OF THE SOUTH
 FY1371'CONCRETE WING WALL OF COUNTY ROAD NO. 1378 OVERPASS, 60 FEET
 FY1371'SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET SOUTHEAST OF THE CENTER
 FY1371'LINE OF THE ROAD, 1.2 FEET NORTH OF THE SOUTH END OF THE WING WALL,
 FY1371'ABOUT LEVEL WITH THE ROAD AND ABOUT 20 FEET ABOVE THE LEVEL OF THE
 FY1371'TRACK.  NOTE-- 1973 ADDITIONAL REFERENCES-- 16.0 FT SSW OF SW END
 FY1371'OF S BRIDGE RAIL 31.1 FT NNW OF TELEPHONE POLE WITH ALUMINUM REF.
 FY1371'TAG 5.0 NNE OF 4 X 4 SIGNPOST WITH ALUMINUM REF. TAG
 FY1371
 FY1371                          STATION RECOVERY (1973)
 FY1371
 FY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FY1371'RECOVERED IN GOOD CONDITION.
 FY1371
 FY1371                          STATION RECOVERY (1985)
 FY1371
 FY1371'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1371'RECOVERED IN GOOD CONDITION.
 FY1371
 FY1371                          STATION RECOVERY (2006)
 FY1371
 FY1371'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 FY1371'A NEW BRIDGE HAS JUST BEEN COMPLETED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9243 ***********************************************************************
 DE9243  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9243  DESIGNATION -  109E 200
 DE9243  PID         -  DE9243
 DE9243  STATE/COUNTY-  NC/GUILFORD
 DE9243  USGS QUAD   -  GREENSBORO (1994)
 DE9243
 DE9243                         *CURRENT SURVEY CONTROL
 DE9243  ___________________________________________________________________
 DE9243* NAD 83(2007)-  36 01 15.22343(N)    079 50 32.28319(W)     ADJUSTED  
 DE9243* NAVD 88     -       258.87   (meters)     849.3    (feet)  GPS OBS   
 DE9243  ___________________________________________________________________
 DE9243  EPOCH DATE  -        2002.00
 DE9243  X           -     910,857.703 (meters)                     COMP
 DE9243  Y           -  -5,083,867.094 (meters)                     COMP
 DE9243  Z           -   3,730,201.268 (meters)                     COMP
 DE9243  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 DE9243  ELLIP HEIGHT-         228.039 (meters)          (02/10/07) ADJUSTED
 DE9243  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9243
 DE9243  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9243  Type    PID    Designation                      North   East  Ellip
 DE9243  -------------------------------------------------------------------
 DE9243  NETWORK DE9243 109E 200                          1.53   1.29   2.39
 DE9243  -------------------------------------------------------------------
 DE9243
 DE9243.The horizontal coordinates were established by GPS observations
 DE9243.and adjusted by the National Geodetic Survey in February 2007.
 DE9243
 DE9243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9243.The horizontal coordinates are valid at the epoch date displayed above.
 DE9243.The epoch date for horizontal control is a decimal equivalence
 DE9243.of Year/Month/Day.
 DE9243
 DE9243.The orthometric height was determined by GPS observations and a
 DE9243.high-resolution geoid model.
 DE9243.The orthometric height was determined by GPS observations and a
 DE9243.high-resolution geoid model using precise GPS observation and
 DE9243.processing techniques.
 DE9243
 DE9243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9243
 DE9243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9243
 DE9243.The ellipsoidal height was determined by GPS observations
 DE9243.and is referenced to NAD 83.
 DE9243
 DE9243.The geoid height was determined by GEOID03.
 DE9243
 DE9243;                    North         East     Units Scale Factor Converg.
 DE9243;SPC NC       -   252,241.253   533,680.058   MT  0.99996258   -0 29 10.1
 DE9243;SPC NC       -   827,561.51  1,750,915.32   sFT  0.99996258   -0 29 10.1
 DE9243;UTM  17      - 3,986,885.878   604,315.345   MT  0.99973408   +0 40 51.2
 DE9243
 DE9243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9243!SPC NC       -   0.99996421  x   0.99996258  =   0.99992679
 DE9243!UTM  17      -   0.99996421  x   0.99973408  =   0.99969830
 DE9243
 DE9243|---------------------------------------------------------------------|
 DE9243| PID    Reference Object                     Distance      Geod. Az  |
 DE9243|                                                           dddmmss.s |
 DE9243| DE9244 109W 200                            376.013 METERS 26248     |
 DE9243|---------------------------------------------------------------------|
 DE9243
 DE9243                          SUPERSEDED SURVEY CONTROL
 DE9243
 DE9243  NAD 83(2001)-  36 01 15.22372(N)    079 50 32.28303(W) AD(       ) 1
 DE9243  ELLIP H (03/13/03)  228.045  (m)                       GP(       ) 4 2
 DE9243  NAD 83(1986)-  36 01 15.22997(N)    079 50 32.29079(W) AD(       ) 1
 DE9243
 DE9243.Superseded values are not recommended for survey control.
 DE9243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9243.See file dsdata.txt to determine how the superseded data were derived.
 DE9243
 DE9243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0431586886(NAD 83)
 DE9243_MARKER: DD = SURVEY DISK
 DE9243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9243_STAMPING: 109E.200 7/97
 DE9243_MARK LOGO: NC1940
 DE9243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9243+STABILITY: SURFACE MOTION
 DE9243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9243+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9243
 DE9243  HISTORY     - Date     Condition        Report By
 DE9243  HISTORY     - 1997     MONUMENTED       NC1940
 DE9243
 DE9243                          STATION DESCRIPTION
 DE9243
 DE9243'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9243'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF THE
 DE9243'CITY/COUNTY DOWNTOWN COMPLEX, NEAR THE INTERSECTION OF VANDALIA ROAD
 DE9243'AND PINE LAKE DRIVE ON THE GROUNDS OF PINECROFT BAPTIST CHURCH.
 DE9243'PROCEED ALONG HOLDEN ROAD FOR 0.8 MI (1.3 KM) NORTH FROM THE I-85
 DE9243'UNDERPASS, THENCE RIGHT/EAST ALONG VANDALIA ROAD FOR 0.15 MI (0.24 KM)
 DE9243'TO PINE LAKE DRIVE AND PINE CROFT BAPTIST CHURCH ON LEFT AND STATION
 DE9243'NEAR SOUTHEAST CORNER OF FRONT LAWN OF CHURCH.
 DE9243'MARK IS RECESSED 4-INCHES BELOW GROUND. LOCATED 35.6 FT (10.9 M) NORTH
 DE9243'OF THE CENTERLINE OF VANDALIA ROAD, 11.1 FT (3.4 M) WEST-SOUTHWEST OF
 DE9243'THE SOUTHERNMOST CHURCH SIGN POST, AND 42.3 FT (12.9 M)
 DE9243'SOUTH-SOUTHEAST OF THE SOUTHEASTERNMOST CORNER OF LOWEST STEP OF
 DE9243'CHURCH STEPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9244 ***********************************************************************
 DE9244  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9244  DESIGNATION -  109W 200
 DE9244  PID         -  DE9244
 DE9244  STATE/COUNTY-  NC/GUILFORD
 DE9244  USGS QUAD   -  GREENSBORO (1994)
 DE9244
 DE9244                         *CURRENT SURVEY CONTROL
 DE9244  ___________________________________________________________________
 DE9244* NAD 83(2007)-  36 01 13.69524(N)    079 50 47.18204(W)     ADJUSTED  
 DE9244* NAVD 88     -       262.01   (meters)     859.6    (feet)  GPS OBS   
 DE9244  ___________________________________________________________________
 DE9244  EPOCH DATE  -        2002.00
 DE9244  X           -     910,495.813 (meters)                     COMP
 DE9244  Y           -  -5,083,962.626 (meters)                     COMP
 DE9244  Z           -   3,730,165.006 (meters)                     COMP
 DE9244  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DE9244  ELLIP HEIGHT-         231.161 (meters)          (02/10/07) ADJUSTED
 DE9244  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DE9244
 DE9244  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9244  Type    PID    Designation                      North   East  Ellip
 DE9244  -------------------------------------------------------------------
 DE9244  NETWORK DE9244 109W 200                          1.41   1.14   2.14
 DE9244  -------------------------------------------------------------------
 DE9244
 DE9244.The horizontal coordinates were established by GPS observations
 DE9244.and adjusted by the National Geodetic Survey in February 2007.
 DE9244
 DE9244.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9244.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9244.The horizontal coordinates are valid at the epoch date displayed above.
 DE9244.The epoch date for horizontal control is a decimal equivalence
 DE9244.of Year/Month/Day.
 DE9244
 DE9244.The orthometric height was determined by GPS observations and a
 DE9244.high-resolution geoid model.
 DE9244.The orthometric height was determined by GPS observations and a
 DE9244.high-resolution geoid model using precise GPS observation and
 DE9244.processing techniques.
 DE9244
 DE9244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9244
 DE9244.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9244
 DE9244.The ellipsoidal height was determined by GPS observations
 DE9244.and is referenced to NAD 83.
 DE9244
 DE9244.The geoid height was determined by GEOID03.
 DE9244
 DE9244;                    North         East     Units Scale Factor Converg.
 DE9244;SPC NC       -   252,197.327   533,306.633   MT  0.99996248   -0 29 18.7
 DE9244;SPC NC       -   827,417.40  1,749,690.18   sFT  0.99996248   -0 29 18.7
 DE9244;UTM  17      - 3,986,834.368   603,942.978   MT  0.99973312   +0 40 42.4
 DE9244
 DE9244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9244!SPC NC       -   0.99996372  x   0.99996248  =   0.99992620
 DE9244!UTM  17      -   0.99996372  x   0.99973312  =   0.99969685
 DE9244
 DE9244|---------------------------------------------------------------------|
 DE9244| PID    Reference Object                     Distance      Geod. Az  |
 DE9244|                                                           dddmmss.s |
 DE9244| DE9243 109E 200                            376.013 METERS 08248     |
 DE9244|---------------------------------------------------------------------|
 DE9244
 DE9244                          SUPERSEDED SURVEY CONTROL
 DE9244
 DE9244  NAD 83(2001)-  36 01 13.69553(N)    079 50 47.18188(W) AD(       ) 1
 DE9244  ELLIP H (03/13/03)  231.167  (m)                       GP(       ) 4 2
 DE9244  NAD 83(1986)-  36 01 13.70178(N)    079 50 47.18963(W) AD(       ) 1
 DE9244
 DE9244.Superseded values are not recommended for survey control.
 DE9244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9244.See file dsdata.txt to determine how the superseded data were derived.
 DE9244
 DE9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0394386834(NAD 83)
 DE9244_MARKER: DD = SURVEY DISK
 DE9244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9244_STAMPING: 109W.200 7/97
 DE9244_MARK LOGO: NC1940
 DE9244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9244+STABILITY: SURFACE MOTION
 DE9244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9244+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9244
 DE9244  HISTORY     - Date     Condition        Report By
 DE9244  HISTORY     - 1997     MONUMENTED       NC1940
 DE9244
 DE9244                          STATION DESCRIPTION
 DE9244
 DE9244'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9244'STATION IS LOCATED IN GREENSBORO, ABOUT 4.6 MI (7.4 KM)
 DE9244'SOUTH-SOUTHWEST OF THE CITY/COUNTY DOWNTOWN COMPLEX, AT THE
 DE9244'INTERSECTION OF VANDALIA ROAD AND HOLDEN ROAD.
 DE9244'ALONG HOLDEN ROAD FOR 0.8 MI (1.3 KM) NORTH FROM THE I-85 UNDERPASS,
 DE9244'IN THE NORTHWEST QUADRANT OF INTERSECTION WITH VANDALIA ROAD AT A
 DE9244'PHILLIPS 66 GAS STATION.
 DE9244'MARK IS LEVEL WITH THE GROUND. LOCATED 73.1 FT (22.3 M) WEST OF THE
 DE9244'CENTERLINE OF HOLDEN ROAD, 8.0 FT (2.4 M) WEST OF A WATER METER, 33.2
 DE9244'FT (10.1 M) NORTH OF A FIRE HYDRANT, AND 38.8 FT (11.8 M) NORTH OF A
 DE9244'LIGHT POLE IN THE NORTHWEST QUADRANT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0094 ***********************************************************************
 EA0094  DESIGNATION -  11
 EA0094  PID         -  EA0094
 EA0094  STATE/COUNTY-  NC/CARTERET
 EA0094  USGS QUAD   -  ATLANTIC (1949)
 EA0094
 EA0094                         *CURRENT SURVEY CONTROL
 EA0094  ___________________________________________________________________
 EA0094* NAD 83(1986)-  34 54 02.     (N)    076 21 56.     (W)     SCALED    
 EA0094* NAVD 88     -         3.550  (meters)      11.65   (feet)  POSTED    
 EA0094  ___________________________________________________________________
 EA0094  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 EA0094  DYNAMIC HT  -           3.550 (meters)      11.65  (feet)  COMP
 EA0094  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 EA0094
 EA0094  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EA0094
 EA0094.The horizontal coordinates were scaled from a topographic map and have
 EA0094.an estimated accuracy of +/- 6 seconds.
 EA0094
 EA0094.The orthometric height was determined by differential leveling
 EA0094.and adjusted by the  in 1992.
 EA0094.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EA0094.was located on a no-check spur therefore a value was not computed.
 EA0094.No vertical observational check was made to the station.
 EA0094
 EA0094.The geoid height was determined by GEOID03.
 EA0094
 EA0094.The dynamic height is computed by dividing the NAVD 88
 EA0094.geopotential number by the normal gravity value computed on the
 EA0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0094.degrees latitude (g = 980.6199 gals.).
 EA0094
 EA0094.The modeled gravity was interpolated from observed gravity values.
 EA0094
 EA0094;                    North         East    Units  Estimated Accuracy
 EA0094;SPC NC       -   130,830.      850,330.      MT  (+/- 180 meters Scaled)
 EA0094
 EA0094                          SUPERSEDED SURVEY CONTROL
 EA0094
 EA0094  NGVD 29 (??/??/92)    3.85   (m)           12.6    (f) COMPUTED    3 0
 EA0094
 EA0094.Superseded values are not recommended for survey control.
 EA0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0094.See file dsdata.txt to determine how the superseded data were derived.
 EA0094
 EA0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD752628(NAD 83)
 EA0094_MARKER: DD = SURVEY DISK
 EA0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0094_STAMPING: CE MON 11 30TH ENGRS NC 43 TRAV STA
 EA0094_MARK LOGO: USE   
 EA0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0094+STABILITY: SURFACE MOTION
 EA0094
 EA0094  HISTORY     - Date     Condition        Report By
 EA0094  HISTORY     - UNK      MONUMENTED       DOD
 EA0094  HISTORY     - 1947     GOOD             NGS
 EA0094  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EA0094  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EA0094
 EA0094                          STATION DESCRIPTION
 EA0094
 EA0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0094'2.8 MI NW FROM ATLANTIC.
 EA0094'TO REACH FROM ATLANTIC, TRAVEL NW 2.8 MI VIA CEDAR ISLAND ROAD
 EA0094'TO MARK B.M. IS 18.4 FT SOUTH OF THE CENTERLINE OF CEDAR ISLAND
 EA0094'ROAD, 45.0 FT NORTH OF POWER POLE, 1.0 FOOT NORTH OF WHITE
 EA0094'REFERENCE POST.  NOTE-- PREVIOUSLY DESIGNATED CE MON 11 30TH ENGRS
 EA0094'NC 43.
 EA0094
 EA0094                          STATION RECOVERY (1982)
 EA0094
 EA0094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0094'ROAD HAS BEEN RE-ALIGNED IN THIS VICINITY.
 EA0094
 EA0094                          STATION RECOVERY (2003)
 EA0094
 EA0094'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0558 ***********************************************************************
 AI0558  DESIGNATION -  11 3 TTA 102
 AI0558  PID         -  AI0558
 AI0558  STATE/COUNTY-  NC/ROBESON
 AI0558  USGS QUAD   -  FAIRMONT (1962)
 AI0558
 AI0558                         *CURRENT SURVEY CONTROL
 AI0558  ___________________________________________________________________
 AI0558* NAD 83(1986)-  34 29 28.     (N)    079 06 54.     (W)     SCALED    
 AI0558* NAVD 88     -        38.729  (meters)     127.06   (feet)  ADJUSTED  
 AI0558  ___________________________________________________________________
 AI0558  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AI0558  DYNAMIC HT  -          38.691 (meters)     126.94  (feet)  COMP
 AI0558  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 AI0558
 AI0558  VERT ORDER  -  SECOND    CLASS II
 AI0558
 AI0558.The horizontal coordinates were scaled from a topographic map and have
 AI0558.an estimated accuracy of +/- 6 seconds.
 AI0558
 AI0558.The orthometric height was determined by differential leveling
 AI0558.and adjusted in October 1999.
 AI0558.No vertical observational check was made to the station.
 AI0558
 AI0558.The geoid height was determined by GEOID03.
 AI0558
 AI0558.The dynamic height is computed by dividing the NAVD 88
 AI0558.geopotential number by the normal gravity value computed on the
 AI0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0558.degrees latitude (g = 980.6199 gals.).
 AI0558
 AI0558.The modeled gravity was interpolated from observed gravity values.
 AI0558
 AI0558;                    North         East    Units  Estimated Accuracy
 AI0558;SPC NC       -    82,220.      599,040.      MT  (+/- 180 meters Scaled)
 AI0558
 AI0558                          SUPERSEDED SURVEY CONTROL
 AI0558
 AI0558.No superseded survey control is available for this station.
 AI0558
 AI0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU730182(NAD 83)
 AI0558_MARKER: Z = SEE DESCRIPTION
 AI0558_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0558_STAMPING: 30 NC 1/CE 11/3TTA 102/1943
 AI0558_MARK LOGO: USE   
 AI0558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0558
 AI0558  HISTORY     - Date     Condition        Report By
 AI0558  HISTORY     - 1943     MONUMENTED       USE
 AI0558  HISTORY     - 19890131 GOOD             NCGS
 AI0558
 AI0558                          STATION DESCRIPTION
 AI0558
 AI0558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AI0558'STATION IS LOCATED IN FAIRMONT. ALONG NC 141 (SOUTH MAIN STREET) FOR
 AI0558'0.3 KM (0.20 MI) SOUTH FROM NC 130 BUSINESS EAST (COTTAGE ST), AT
 AI0558'MCKENZIE STREET, IN THE SOUTHWEST QUADRANT OF CROSS STREETS, ON TOP OF
 AI0558'A 6-FOOT BANK. MARK IS A CAPPED PIPE SET IN A CONCRETE POST ABOUT
 AI0558'6-FEET HIGHER THAN HIGHWAY AND PROJECTING 18 INCHES ABOVE GROUND.
 AI0558'LOCATED 9.30 M (30.51 FT) WEST OF THE CENTERLINE OF SOUTH MAIN STREET,
 AI0558'27.0 M (88.6 FT) SOUTH OF THE CENTERLINE OF MCKENZIE STREET, 12.85 M
 AI0558'(42.16 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK PORCH COLUMN,
 AI0558'2.15 M (7.05 FT) NORTH OF A WATER METER, AND 1.10 M (3.61 FT)
 AI0558'NORTHWEST OF A CABLE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3898 ***********************************************************************
 EY3898  DESIGNATION -  11 CMP
 EY3898  PID         -  EY3898
 EY3898  STATE/COUNTY-  NC/BEAUFORT
 EY3898  USGS QUAD   -  EDWARD (1983)
 EY3898
 EY3898                         *CURRENT SURVEY CONTROL
 EY3898  ___________________________________________________________________
 EY3898* NAD 83(2001)-  35 17 36.20350(N)    076 52 50.92259(W)     ADJUSTED  
 EY3898* NAVD 88     -         7.79   (+/-2cm)      25.6    (feet)  VERTCON   
 EY3898  ___________________________________________________________________
 EY3898  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EY3898  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EY3898  HORZ ORDER  -  THIRD
 EY3898  VERT ORDER  -  THIRD ? (See Below)
 EY3898
 EY3898.The horizontal coordinates were established by classical geodetic methods
 EY3898.and adjusted by the National Geodetic Survey in August 2005.
 EY3898
 EY3898.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3898.The vertical order pertains to the NGVD 29 superseded value.
 EY3898
 EY3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3898
 EY3898.The geoid height was determined by GEOID03.
 EY3898
 EY3898;                    North         East     Units Scale Factor Converg.
 EY3898;SPC NC       -   173,265.399   802,325.827   MT  0.99987285   +1 13 23.3
 EY3898;SPC NC       -   568,454.90  2,632,297.32   sFT  0.99987285   +1 13 23.3
 EY3898;UTM  18      - 3,907,201.813   328,977.362   MT  0.99996046   -1 05 12.9
 EY3898
 EY3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3898!SPC NC       -   1.00000461  x   0.99987285  =   0.99987746
 EY3898!UTM  18      -   1.00000461  x   0.99996046  =   0.99996507
 EY3898
 EY3898                          SUPERSEDED SURVEY CONTROL
 EY3898
 EY3898  NAD 83(1986)-  35 17 36.21660(N)    076 52 50.93217(W) AD(       ) 3
 EY3898  NAD 27      -  35 17 35.62406(N)    076 52 52.13844(W) AD(       ) 3
 EY3898  NGVD 29 (07/19/86)    8.12   (m)           26.6    (f) LEVELING    3  
 EY3898
 EY3898.Superseded values are not recommended for survey control.
 EY3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3898.See file dsdata.txt to determine how the superseded data were derived.
 EY3898
 EY3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2897707202(NAD 83)
 EY3898_MARKER: DD = SURVEY DISK
 EY3898_SETTING: 0 = UNSPECIFIED SETTING
 EY3898_STAMPING: 11 CMP 1964 27 ET
 EY3898_MARK LOGO: USGS  
 EY3898_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3898
 EY3898  HISTORY     - Date     Condition        Report By
 EY3898  HISTORY     - 1964     MONUMENTED       USGS
 EY3898
 EY3898                          STATION DESCRIPTION
 EY3898
 EY3898'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3898'ASKIN, 12.6 MI E. OF, ALONG PAVED RD., THENCE 0.2 MI S. ALONG DIRT
 EY3898'RD., 21 FT E. OF, AND 0.6 FT HIGHER THAN CENTERLINE OF RD. AT T-RD. W.
 EY3898'OPPOSITE, IN CONCRETE POST, STANDARD USGS TABLET
 EY3898'STAMPED---11 CMP 1964 27 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2757 ***********************************************************************
 FX2757  DESIGNATION -  11 CRH USGS
 FX2757  PID         -  FX2757
 FX2757  STATE/COUNTY-  NC/HERTFORD
 FX2757  USGS QUAD   -  AHOSKIE (1982)
 FX2757
 FX2757                         *CURRENT SURVEY CONTROL
 FX2757  ___________________________________________________________________
 FX2757* NAD 83(1986)-  36 20 21.     (N)    076 58 57.     (W)     SCALED    
 FX2757* NAVD 88     -        14.840  (meters)      48.69   (feet)  ADJUSTED  
 FX2757  ___________________________________________________________________
 FX2757  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2757  DYNAMIC HT  -          14.828 (meters)      48.65  (feet)  COMP
 FX2757  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 FX2757
 FX2757  VERT ORDER  -  SECOND    CLASS II
 FX2757
 FX2757.The horizontal coordinates were scaled from a topographic map and have
 FX2757.an estimated accuracy of +/- 6 seconds.
 FX2757
 FX2757.The orthometric height was determined by differential leveling
 FX2757.and adjusted in June 1991.
 FX2757
 FX2757.The geoid height was determined by GEOID03.
 FX2757
 FX2757.The dynamic height is computed by dividing the NAVD 88
 FX2757.geopotential number by the normal gravity value computed on the
 FX2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2757.degrees latitude (g = 980.6199 gals.).
 FX2757
 FX2757.The modeled gravity was interpolated from observed gravity values.
 FX2757
 FX2757;                    North         East    Units  Estimated Accuracy
 FX2757;SPC NC       -   289,080.      790,720.      MT  (+/- 180 meters Scaled)
 FX2757
 FX2757                          SUPERSEDED SURVEY CONTROL
 FX2757
 FX2757.No superseded survey control is available for this station.
 FX2757
 FX2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF220233(NAD 83)
 FX2757_MARKER: DB = BENCH MARK DISK
 FX2757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2757_SP_SET: CONCRETE HEADWALL
 FX2757_STAMPING: 11 CRH 1972 50
 FX2757_MARK LOGO: USGS  
 FX2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2757+STABILITY: SURFACE MOTION
 FX2757
 FX2757  HISTORY     - Date     Condition        Report By
 FX2757  HISTORY     - 1972     MONUMENTED       USGS
 FX2757  HISTORY     - 1980     GOOD             NCGS
 FX2757
 FX2757                          STATION DESCRIPTION
 FX2757
 FX2757'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2757'3.6 MI NORTH FROM AHOSKIE.
 FX2757'145 FEET SOUTH OF INTERSECTION OF HIGHWAY 13 AND ROAD 1408, 22.5 FEET
 FX2757'WEST OF HIGHWAY 13, IN CENTER OF CONCRETE HEADWALL, 1.0 FEET LOWER
 FX2757'THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2871 ***********************************************************************
 FZ2871  DESIGNATION -  11 DSW
 FZ2871  PID         -  FZ2871
 FZ2871  STATE/COUNTY-  NC/ASHE
 FZ2871  USGS QUAD   -  TODD (1998)
 FZ2871
 FZ2871                         *CURRENT SURVEY CONTROL
 FZ2871  ___________________________________________________________________
 FZ2871* NAD 83(2007)-  36 20 49.52628(N)    081 32 00.20306(W)     ADJUSTED  
 FZ2871* NAVD 88     -       943.40   (meters)    3095.1    (feet)  LEVELING  
 FZ2871  ___________________________________________________________________
 FZ2871  EPOCH DATE  -        2002.00
 FZ2871  X           -     757,366.890 (meters)                     COMP
 FZ2871  Y           -  -5,087,941.189 (meters)                     COMP
 FZ2871  Z           -   3,759,822.025 (meters)                     COMP
 FZ2871  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 FZ2871  ELLIP HEIGHT-         912.254 (meters)          (02/10/07) ADJUSTED
 FZ2871  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FZ2871
 FZ2871  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2871  Type    PID    Designation                      North   East  Ellip
 FZ2871  -------------------------------------------------------------------
 FZ2871  NETWORK FZ2871 11 DSW                            0.51   0.43   1.29
 FZ2871  -------------------------------------------------------------------
 FZ2871  VERT ORDER  -  THIRD ?
 FZ2871
 FZ2871.The horizontal coordinates were established by GPS observations
 FZ2871.and adjusted by the National Geodetic Survey in February 2007.
 FZ2871
 FZ2871.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2871.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2871.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2871.The epoch date for horizontal control is a decimal equivalence
 FZ2871.of Year/Month/Day.
 FZ2871
 FZ2871.The orthometric height was determined by differential leveling.
 FZ2871.The vertical network tie was performed by a horz. field party for horz.
 FZ2871.obs reductions. Reset procedures were used to establish the elevation.
 FZ2871
 FZ2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2871
 FZ2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2871
 FZ2871.The ellipsoidal height was determined by GPS observations
 FZ2871.and is referenced to NAD 83.
 FZ2871
 FZ2871.The geoid height was determined by GEOID03.
 FZ2871
 FZ2871;                    North         East     Units Scale Factor Converg.
 FZ2871;SPC NC       -   291,016.627   382,198.681   MT  1.00005535   -1 27 43.9
 FZ2871;SPC NC       -   954,777.05  1,253,930.17   sFT  1.00005535   -1 27 43.9
 FZ2871;UTM  17      - 4,022,579.036   452,138.182   MT  0.99962822   -0 18 58.1
 FZ2871
 FZ2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2871!SPC NC       -   0.99985685  x   1.00005535  =   0.99991219
 FZ2871!UTM  17      -   0.99985685  x   0.99962822  =   0.99948512
 FZ2871
 FZ2871                          SUPERSEDED SURVEY CONTROL
 FZ2871
 FZ2871  NAD 83(2001)-  36 20 49.52668(N)    081 32 00.20308(W) AD(       ) 1
 FZ2871  ELLIP H (03/13/03)  912.242  (m)                       GP(       ) 4 2
 FZ2871  NAD 83(1995)-  36 20 49.52717(N)    081 32 00.20280(W) AD(       ) 1
 FZ2871  NAD 83(1993)-  36 20 49.53196(N)    081 32 00.20729(W) AD(       ) 1
 FZ2871  NAD 83(1986)-  36 20 49.53766(N)    081 32 00.20960(W) AD(       ) 2
 FZ2871  NAD 83(1986)-  36 20 49.53766(N)    081 32 00.20960(W) AD(       ) 1
 FZ2871  NGVD 29 (10/27/97)  943.48   (m)         3095.4    (f) LEVELING    3  
 FZ2871
 FZ2871.Superseded values are not recommended for survey control.
 FZ2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2871.See file dsdata.txt to determine how the superseded data were derived.
 FZ2871
 FZ2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5213822579(NAD 83)
 FZ2871_MARKER: DB = BENCH MARK DISK
 FZ2871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ2871_SP_SET: CONCRETE HEADWALL
 FZ2871_STAMPING: 11 DSW 1963
 FZ2871_MARK LOGO: USGS  
 FZ2871_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2871+STABILITY: SURFACE MOTION
 FZ2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2871+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 FZ2871
 FZ2871  HISTORY     - Date     Condition        Report By
 FZ2871  HISTORY     - 1963     MONUMENTED       USGS
 FZ2871  HISTORY     - 19850226 GOOD             NCGS
 FZ2871  HISTORY     - 19910910 GOOD             NCGS
 FZ2871  HISTORY     - 19970618 GOOD             NCGS
 FZ2871  HISTORY     - 20031029 GOOD             NCGS
 FZ2871
 FZ2871                          STATION DESCRIPTION
 FZ2871
 FZ2871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FZ2871'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHWEST OF WEST
 FZ2871'JEFFERSON IN BALDWIN COMMUNITY.
 FZ2871'NEAR THE INTERSECTION OF US 221, NC 194 AND A PRIVATE ROAD, IN A
 FZ2871'HEADWALL OVER A CREEK.
 FZ2871'MARK IS A USGS BENCH MARK DISK STAMPED---11 DSW 1963---, LOCATED 250
 FZ2871'FT (76.2 M) SOUTHWEST OF THE ABOVE INTERSECTION, AT THE NORTHEAST END
 FZ2871'OF THE HEADWALL, AND 18 FT (5.5 M) WEST-NORTHWEST OF THE CENTERLINE
 FZ2871'OF NC 194.
 FZ2871
 FZ2871                          STATION RECOVERY (1991)
 FZ2871
 FZ2871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2871'STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) SOUTHWEST OF
 FZ2871'JEFFERSON, IN BALDWIN COMMUNITY.
 FZ2871'ALONG NC 194 FOR 0.1 MI (0.2 KM) WEST OF US 221, IN THE NORTHEAST END
 FZ2871'OF THE NORTHWEST HEADWALL OF A TWIN CHANNEL BOX CULVERT.
 FZ2871'MARK IS FLUSH IN DRILL HOLE AND ABOUT 1 FT (0.3 M) LOWER THAN THE
 FZ2871'ROAD. LOCATED 17.5 FT (5.3 M) WEST-NORTHWEST OF THE CENTERLINE OF THE
 FZ2871'HIGHWAY.
 FZ2871
 FZ2871                          STATION RECOVERY (1997)
 FZ2871
 FZ2871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FZ2871'RECOVERED AS DESCRIBED.
 FZ2871
 FZ2871                          STATION RECOVERY (2003)
 FZ2871
 FZ2871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2871'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2617 ***********************************************************************
 FZ2617  DESIGNATION -  11 EG 4
 FZ2617  PID         -  FZ2617
 FZ2617  STATE/COUNTY-  NC/WILKES
 FZ2617  USGS QUAD   -  MAPLE SPRINGS (1966)
 FZ2617
 FZ2617                         *CURRENT SURVEY CONTROL
 FZ2617  ___________________________________________________________________
 FZ2617* NAD 83(2001)-  36 12 29.80233(N)    081 27 42.72017(W)     ADJUSTED  
 FZ2617* NAVD 88     -       690.54   (+/-2cm)    2265.5    (feet)  VERTCON   
 FZ2617  ___________________________________________________________________
 FZ2617  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 FZ2617  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FZ2617  HORZ ORDER  -  SECOND
 FZ2617  VERT ORDER  -  THIRD ? (See Below)
 FZ2617
 FZ2617.The horizontal coordinates were established by classical geodetic methods
 FZ2617.and adjusted by the National Geodetic Survey in August 2005.
 FZ2617
 FZ2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2617.The vertical order pertains to the NGVD 29 superseded value.
 FZ2617
 FZ2617.Photographs are available for this station.
 FZ2617
 FZ2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2617
 FZ2617.The geoid height was determined by GEOID03.
 FZ2617
 FZ2617;                    North         East     Units Scale Factor Converg.
 FZ2617;SPC NC       -   275,456.145   388,235.440   MT  1.00001188   -1 25 15.3
 FZ2617;SPC NC       -   903,725.70  1,273,735.77   sFT  1.00001188   -1 25 15.3
 FZ2617;UTM  17      - 4,007,148.829   458,482.647   MT  0.99962124   -0 16 22.2
 FZ2617
 FZ2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2617!SPC NC       -   0.99989666  x   1.00001188  =   0.99990853
 FZ2617!UTM  17      -   0.99989666  x   0.99962124  =   0.99951793
 FZ2617
 FZ2617                          SUPERSEDED SURVEY CONTROL
 FZ2617
 FZ2617  NAD 83(1995)-  36 12 29.80350(N)    081 27 42.72031(W) AD(       ) 2
 FZ2617  NAD 83(1993)-  36 12 29.80987(N)    081 27 42.72477(W) AD(       ) 2
 FZ2617  NAD 83(1986)-  36 12 29.81886(N)    081 27 42.74299(W) AD(       ) 2
 FZ2617  NGVD 29 (06/26/91)  690.66   (m)         2265.9    (f) LEVELING    3  
 FZ2617
 FZ2617.Superseded values are not recommended for survey control.
 FZ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2617.See file dsdata.txt to determine how the superseded data were derived.
 FZ2617
 FZ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5848307149(NAD 83)
 FZ2617_MARKER: DE = TRAVERSE STATION DISK
 FZ2617_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2617_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 FZ2617_STAMPING: 11 EG 4 1967
 FZ2617_MARK LOGO: NCDOT 
 FZ2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2617+STABILITY: SURFACE MOTION
 FZ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2617+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2003
 FZ2617
 FZ2617  HISTORY     - Date     Condition        Report By
 FZ2617  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2617  HISTORY     - 20030220 GOOD             NGS
 FZ2617
 FZ2617                          STATION DESCRIPTION
 FZ2617
 FZ2617'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2617'THE STATION IS LOCATED ABOUT 18.0 MI WEST OF WILKESBORO AT THE
 FZ2617'WILKES-WATAUGA COUNTY LINE.
 FZ2617'
 FZ2617'TO REACH THE STATION FROM THE WILKES-WATAUGA COUNTY LINE ON US 421,
 FZ2617'(AT SR 1173), PROCEED SOUTHEAST ALONG SR 1173 FOR 0.1 MI TO THE
 FZ2617'STATION ON THE LEFT AT THE EDGE OF A CUT (50 FEET ABOVE US 421).
 FZ2617'
 FZ2617'THE STATION IS A STANDARD NCDOT DISK
 FZ2617'STAMPED---11 EG 4 1967---,
 FZ2617'SET INTO THE TOP OF A 4 INCH CONCRETE POST
 FZ2617'FLUSH WITH THE GROUND.  LOCATED
 FZ2617'18.0 FEET NORTHEAST OF THE CENTERLINE OF SR 1173,
 FZ2617'35.5 FEET NORTHEAST OF THE EAST END OF A 12 INCH CONCRETE PIPE--AND
 FZ2617'7.4 FEET NORTH OF A GUARD RAIL POST, AND
 FZ2617'5.5 FEET EAST-NORTHEAST OF A GUARD RAIL POST--BOTH WITH REFERENCE
 FZ2617'TAGS.
 FZ2617'
 FZ2617'MARK IS NCDOT STATION.
 FZ2617
 FZ2617                          STATION RECOVERY (2003)
 FZ2617
 FZ2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ2617'SATELLITE VISIBILITY IS FAIR (MODERATE OBSTRUCTIONS.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0892 ***********************************************************************
 EZ0892  DESIGNATION -  11 JS 10
 EZ0892  PID         -  EZ0892
 EZ0892  STATE/COUNTY-  NC/DURHAM
 EZ0892  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0892
 EZ0892                         *CURRENT SURVEY CONTROL
 EZ0892  ___________________________________________________________________
 EZ0892* NAD 83(2001)-  35 58 35.47985(N)    078 46 51.53079(W)     ADJUSTED  
 EZ0892* NAVD 88     -       105.938  (meters)     347.56   (feet)  ADJUSTED  
 EZ0892  ___________________________________________________________________
 EZ0892  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 EZ0892  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EZ0892  DYNAMIC HT  -         105.851 (meters)     347.28  (feet)  COMP
 EZ0892  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 EZ0892
 EZ0892  HORZ ORDER  -  SECOND
 EZ0892  VERT ORDER  -  SECOND    CLASS 0
 EZ0892
 EZ0892.The horizontal coordinates were established by classical geodetic methods
 EZ0892.and adjusted by the National Geodetic Survey in August 2005.
 EZ0892
 EZ0892.The orthometric height was determined by differential leveling
 EZ0892.and adjusted in June 1991.
 EZ0892
 EZ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0892
 EZ0892.The geoid height was determined by GEOID03.
 EZ0892
 EZ0892.The dynamic height is computed by dividing the NAVD 88
 EZ0892.geopotential number by the normal gravity value computed on the
 EZ0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0892.degrees latitude (g = 980.6199 gals.).
 EZ0892
 EZ0892.The modeled gravity was interpolated from observed gravity values.
 EZ0892
 EZ0892;                    North         East     Units Scale Factor Converg.
 EZ0892;SPC NC       -   247,017.550   629,353.698   MT  0.99995248   +0 07 35.1
 EZ0892;SPC NC       -   810,423.41  2,064,804.59   sFT  0.99995248   +0 07 35.1
 EZ0892;UTM  17      - 3,983,621.043   700,069.820   MT  1.00009324   +1 18 14.4
 EZ0892
 EZ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0892!SPC NC       -   0.99998837  x   0.99995248  =   0.99994085
 EZ0892!UTM  17      -   0.99998837  x   1.00009324  =   1.00008161
 EZ0892
 EZ0892|---------------------------------------------------------------------|
 EZ0892| PID    Reference Object                     Distance      Geod. Az  |
 EZ0892|                                                           dddmmss.s |
 EZ0892| EZ5402 NEAL                                256.141 METERS 01301     |
 EZ0892| EZ0891 PEEBLES                             406.175 METERS 0822233.3 |
 EZ0892| EZ5406 OLIVE                               APPROX. 0.5 KM 2582701.2 |
 EZ0892|---------------------------------------------------------------------|
 EZ0892
 EZ0892                          SUPERSEDED SURVEY CONTROL
 EZ0892
 EZ0892  NAD 83(1986)-  35 58 35.48870(N)    078 46 51.53856(W) AD(       ) 2
 EZ0892  NAD 27      -  35 58 34.96510(N)    078 46 52.52135(W) AD(       ) 2
 EZ0892  NGVD 29 (??/??/92)  106.180  (m)          348.36   (f) ADJ UNCH    2 0
 EZ0892
 EZ0892.Superseded values are not recommended for survey control.
 EZ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0892.See file dsdata.txt to determine how the superseded data were derived.
 EZ0892
 EZ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0007083621(NAD 83)
 EZ0892_MARKER: DE = TRAVERSE STATION DISK
 EZ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0892_STAMPING: 11 JS 10 1972
 EZ0892_MARK LOGO: NCSHC 
 EZ0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0892+STABILITY: SURFACE MOTION
 EZ0892
 EZ0892  HISTORY     - Date     Condition        Report By
 EZ0892  HISTORY     - 1971     MONUMENTED       NCSHC
 EZ0892  HISTORY     - 1972     GOOD             NCGS
 EZ0892  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EZ0892  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0892
 EZ0892                          STATION DESCRIPTION
 EZ0892
 EZ0892'DESCRIBED BY NC STATE HWYS COMM 1971 (LWA)
 EZ0892'11 JS. 10 IS A N. C. STATE HIGHWAY COMMISSION MARK IN THE VICINITY OF
 EZ0892'OAK GROVE, NORTH CAROLINA.
 EZ0892'
 EZ0892'11 JS. 10 IS LOCATED APPROXIMATELY 2.2 MILES EAST OF OAK GROVE AND
 EZ0892'6.8 MILES EAST OF DURHAM.  STATION IS AT THE INTERSECTION OF NC 98
 EZ0892'AND SR 1807 (BAPTIST RD. N.) IN THE NORTHWEST QUADRANT NEAR SOUTHEAST
 EZ0892'CORNER OF JOHN W. NEAL JR. HIGH SCHOOL PROPERTY.  AND 0.75 MILE
 EZ0892'EAST OF INTERSECTION OF NC 98 AND SR 1811.
 EZ0892'
 EZ0892'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EZ0892'STAMPED 11 JS. 10 1961, WHICH IS 15 INCHES ABOVE THE GROUND.
 EZ0892'
 EZ0892'MARK IS
 EZ0892'31.4 FEET N OF C/L OF NC 98.
 EZ0892'43.6 FEET W OF C/L OF SR 1807.
 EZ0892'13.7 FEET ENE OF ALUMINUM REF. TAG ON TP.
 EZ0892'29.8 FEET SSE OF ALUMINUM REF. TAG ON 15 INCH PINE TREE.
 EZ0892'1.2 FEET S OF METAL WITNESS POST.
 EZ0892
 EZ0892                          STATION RECOVERY (1972)
 EZ0892
 EZ0892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0892'2.2 MI E FROM OAK GROVE.
 EZ0892'STATION IS 6.8 MILES E OF DURHAM AND AT THE INTERSECTION OF NC
 EZ0892'98 AND SR 1807 (BAPTIST RD. N) IN THE NW QUADRANT NEAR SE
 EZ0892'CORNER OF JOHN W. NEAL JR. HIGH SCHOOL PROPERTY, AND 0.75 MILE
 EZ0892'E OF INTERSECTION OF NC 98 AND SR 1811, 31.4 FT N OF C/L OF NC
 EZ0892'98, 43.6 FT W OF C/L OF SR 1807, 13.7 FT ENE OF ALUM. REF. TAG
 EZ0892'ON TP, 29.8 FT SSE OF ALUM. REF. TAG ON 15 INCH PINE AND 1.2 FT
 EZ0892'S OF METAL WITNESS POST.  STATION IS 15 INCHES ABOVE THE GROUND.
 EZ0892
 EZ0892                          STATION RECOVERY (1983)
 EZ0892
 EZ0892'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLH)
 EZ0892'NOT RECOVERED IT IS MY OPINION THAT ALL REFERENCE MARKS ETC. HAVE
 EZ0892'BEEN PURPOSELY REMOVED.  MY BEST GUESS IS THAT THE STATION IS NOW
 EZ0892'COVERED BY A CONCRETE CULVERT.
 EZ0892'
 EZ0892'THE C/L OF NC 98 HAS BEEN RECENTLY CHANGED.
 EZ0892'
 EZ0892'THE C/L OF 1807 HAS ALSO BEEN CHANGED IN THE LAST TWO YEARS.
 EZ0892'
 EZ0892'THERE WAS NO TAG ON ANY TP IN THE AREA.
 EZ0892'
 EZ0892'THERE WAS NO TAG ON ANY PINE TREE--IN FACT ALL TREES IN THAT AREA
 EZ0892'WERE GONE.
 EZ0892'
 EZ0892'THERE WAS NO WITNESS POST.
 EZ0892
 EZ0892                          STATION RECOVERY (1985)
 EZ0892
 EZ0892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0892'STATION HAS BEEN DESTROYED--NC 98 HAS BEEN WIDENED, SR 1807
 EZ0892'INTERSECTION CHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0893 ***********************************************************************
 EZ0893  DESIGNATION -  11 JS 8
 EZ0893  PID         -  EZ0893
 EZ0893  STATE/COUNTY-  NC/DURHAM
 EZ0893  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0893
 EZ0893                         *CURRENT SURVEY CONTROL
 EZ0893  ___________________________________________________________________
 EZ0893* NAD 83(2001)-  35 58 35.83568(N)    078 47 32.85638(W)     ADJUSTED  
 EZ0893* NAVD 88     -       113.606  (meters)     372.72   (feet)  ADJUSTED  
 EZ0893  ___________________________________________________________________
 EZ0893  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 EZ0893  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EZ0893  DYNAMIC HT  -         113.512 (meters)     372.41  (feet)  COMP
 EZ0893  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 EZ0893
 EZ0893  HORZ ORDER  -  SECOND
 EZ0893  VERT ORDER  -  SECOND    CLASS 0
 EZ0893
 EZ0893.The horizontal coordinates were established by classical geodetic methods
 EZ0893.and adjusted by the National Geodetic Survey in August 2005.
 EZ0893
 EZ0893.The orthometric height was determined by differential leveling
 EZ0893.and adjusted in June 1991.
 EZ0893
 EZ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0893
 EZ0893.The geoid height was determined by GEOID03.
 EZ0893
 EZ0893.The dynamic height is computed by dividing the NAVD 88
 EZ0893.geopotential number by the normal gravity value computed on the
 EZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0893.degrees latitude (g = 980.6199 gals.).
 EZ0893
 EZ0893.The modeled gravity was interpolated from observed gravity values.
 EZ0893
 EZ0893;                    North         East     Units Scale Factor Converg.
 EZ0893;SPC NC       -   247,026.293   628,318.401   MT  0.99995250   +0 07 11.2
 EZ0893;SPC NC       -   810,452.10  2,061,407.95   sFT  0.99995250   +0 07 11.2
 EZ0893;UTM  17      - 3,983,608.506   699,034.419   MT  1.00008815   +1 17 50.1
 EZ0893
 EZ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0893!SPC NC       -   0.99998716  x   0.99995250  =   0.99993966
 EZ0893!UTM  17      -   0.99998716  x   1.00008815  =   1.00007531
 EZ0893
 EZ0893:                Primary Azimuth Mark                     Grid Az
 EZ0893:SPC NC       -  HOCUTT                                   280 44 42.4
 EZ0893:UTM  17      -  HOCUTT                                   279 34 03.5
 EZ0893
 EZ0893|---------------------------------------------------------------------|
 EZ0893| PID    Reference Object                     Distance      Geod. Az  |
 EZ0893|                                                           dddmmss.s |
 EZ0893| EZ0894 HOCUTT                              APPROX. 0.7 KM 2805153.6 |
 EZ0893|---------------------------------------------------------------------|
 EZ0893
 EZ0893                          SUPERSEDED SURVEY CONTROL
 EZ0893
 EZ0893  NAD 83(1986)-  35 58 35.84484(N)    078 47 32.86289(W) AD(       ) 2
 EZ0893  NAD 27      -  35 58 35.32220(N)    078 47 33.84638(W) AD(       ) 2
 EZ0893  NGVD 29 (??/??/92)  113.848  (m)          373.52   (f) ADJ UNCH    2 0
 EZ0893
 EZ0893.Superseded values are not recommended for survey control.
 EZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0893.See file dsdata.txt to determine how the superseded data were derived.
 EZ0893
 EZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9903483609(NAD 83)
 EZ0893_MARKER: DE = TRAVERSE STATION DISK
 EZ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0893_STAMPING: 11 JS 8 1971
 EZ0893_MARK LOGO: NCSHC 
 EZ0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0893+STABILITY: SURFACE MOTION
 EZ0893
 EZ0893  HISTORY     - Date     Condition        Report By
 EZ0893  HISTORY     - 1971     MONUMENTED       NCSHC
 EZ0893  HISTORY     - 1972     GOOD             NCGS
 EZ0893  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EZ0893  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0893
 EZ0893                          STATION DESCRIPTION
 EZ0893
 EZ0893'DESCRIBED BY NC STATE HWYS COMM 1971 (LWA)
 EZ0893'11 JS.8 IS A N. C. STATE HIGHWAY COMMISSION MARK IN THE VICINITY OF
 EZ0893'OAK GROVE, NORTH CAROLINA.
 EZ0893'
 EZ0893'11 JS.8 IS LOCATED APPROXIMATELY 1.7 MILES EAST OF OAK GROVE AND
 EZ0893'6.2 MILES EAST OF DURHAM.  STATION IS AT THE INTERSECTION OF NC 98
 EZ0893'AND SR 1811 IN THE NORTHEAST QUADRANT, 175 FEET EAST OF
 EZ0893'INTERSECTION.  AND 0.75 MILE WEST OF INTERSECTION OF NC 98 AND SR
 EZ0893'1807 (BAPTIST RD.  N.).
 EZ0893'
 EZ0893'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EZ0893'STAMPED 11 JS.8 1966, WHICH IS 1 INCH ABOVE THE GROUND.
 EZ0893'
 EZ0893'MARK IS
 EZ0893'23.1 FEET NE OF C/L OF NC 98.
 EZ0893'69.4 FEET SE OF TOP OF A R/W MARKER.
 EZ0893'145.8 FEET SE OF ALUMINUM REF. TAG ON PP AT SR 1811.
 EZ0893'11.4 FEET NW OF ALUMINUM REF. TAG ON 36 INCH WHITE OAK TREE.
 EZ0893'45.9 FEET S OF SE CORNER OF PORCH OF RESIDENCE.
 EZ0893
 EZ0893                          STATION RECOVERY (1972)
 EZ0893
 EZ0893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0893'1.7 MI E FROM OAK GROVE.
 EZ0893'STATION IS 6.2 MILES E OF DURHAM, AT THE INTERSECTION OF NC 98
 EZ0893'AND SR 1811, IN THE NE QUADRANT, 175 FEET E OF INTERSECTION,
 EZ0893'AND 0.75 MILE W OF INTERSECTION OF NC 98 AND SR 1807 (BAPTIST
 EZ0893'RD. N), 23.1 FT NE OF C/L OF NC 98, 69.4 FT SE OF TOP OF R/W
 EZ0893'MARKER, 145.8 FT SE OF ALUM. REF. TAG ON PP AT SR 1811 AND 11.4
 EZ0893'FT NW OF ALUM. REF. TAG ON 36 INCH WHITE OAK.  STATION IS 1
 EZ0893'INCH ABOVE THE GROUND.
 EZ0893
 EZ0893                          STATION RECOVERY (1983)
 EZ0893
 EZ0893'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLH)
 EZ0893'NOT RECOVERED.
 EZ0893'
 EZ0893'THE C/L OF NC 98 HAS BEEN CHANGED.
 EZ0893'
 EZ0893'69.4 FEET SE OF R/W MARKER IS NOW PART OF PAVED NC 98.
 EZ0893'
 EZ0893'THERE WAS NO TAG ON PP AT SR 1811.
 EZ0893'
 EZ0893'THERE WAS NO WHITE OAK TREE.
 EZ0893'
 EZ0893'THE RESIDENCE HAS BEEN RAZED.  MUCH PROBING IN THE AREA DID NOT
 EZ0893'REVEAL ANY FOUNDATION.
 EZ0893
 EZ0893                          STATION RECOVERY (1985)
 EZ0893
 EZ0893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0893'MARK HAS BEEN DESTROYED BY GRADING.  HOUSE RAZED, TREES GONE, POWER
 EZ0893'POLE IS NEW AND FURTHER OFF NC 98.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6455 ***********************************************************************
 EZ6455  DESIGNATION -  11 LB 11
 EZ6455  PID         -  EZ6455
 EZ6455  STATE/COUNTY-  NC/WAKE
 EZ6455  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6455
 EZ6455                         *CURRENT SURVEY CONTROL
 EZ6455  ___________________________________________________________________
 EZ6455* NAD 83(2001)-  35 45 14.47435(N)    078 43 06.50809(W)     ADJUSTED  
 EZ6455* NAVD 88     -       139.421  (meters)     457.42   (feet)  ADJUSTED  
 EZ6455  ___________________________________________________________________
 EZ6455  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 EZ6455  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 EZ6455  DYNAMIC HT  -         139.300 (meters)     457.02  (feet)  COMP
 EZ6455  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 EZ6455
 EZ6455  HORZ ORDER  -  SECOND
 EZ6455  VERT ORDER  -  SECOND    CLASS I
 EZ6455
 EZ6455.The horizontal coordinates were established by classical geodetic methods
 EZ6455.and adjusted by the National Geodetic Survey in August 2005.
 EZ6455
 EZ6455.The orthometric height was determined by differential leveling
 EZ6455.and adjusted in December 1991.
 EZ6455
 EZ6455.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6455
 EZ6455.The geoid height was determined by GEOID03.
 EZ6455
 EZ6455.The dynamic height is computed by dividing the NAVD 88
 EZ6455.geopotential number by the normal gravity value computed on the
 EZ6455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6455.degrees latitude (g = 980.6199 gals.).
 EZ6455
 EZ6455.The modeled gravity was interpolated from observed gravity values.
 EZ6455
 EZ6455;                    North         East     Units Scale Factor Converg.
 EZ6455;SPC NC       -   222,345.587   635,060.890   MT  0.99991092   +0 09 45.0
 EZ6455;SPC NC       -   729,478.81  2,083,528.94   sFT  0.99991092   +0 09 45.0
 EZ6455;UTM  17      - 3,959,066.855   706,282.581   MT  1.00012438   +1 20 00.9
 EZ6455
 EZ6455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6455!SPC NC       -   0.99998324  x   0.99991092  =   0.99989416
 EZ6455!UTM  17      -   0.99998324  x   1.00012438  =   1.00010762
 EZ6455
 EZ6455                          SUPERSEDED SURVEY CONTROL
 EZ6455
 EZ6455  NAD 83(1986)-  35 45 14.47861(N)    078 43 06.51907(W) AD(       ) 2
 EZ6455  NAVD 88 (03/04/92)  139.42   (m)          457.4    (f) LEVELING    3  
 EZ6455
 EZ6455.Superseded values are not recommended for survey control.
 EZ6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6455.See file dsdata.txt to determine how the superseded data were derived.
 EZ6455
 EZ6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0628359067(NAD 83)
 EZ6455_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6455_SP_SET: SQUARE CONCRETE MONUMENT
 EZ6455_STAMPING: 11 LB 11 1973
 EZ6455_MARK LOGO: NCDOT 
 EZ6455_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6455+STABILITY: SURFACE MOTION
 EZ6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ6455+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 EZ6455
 EZ6455  HISTORY     - Date     Condition        Report By
 EZ6455  HISTORY     - 1973     MONUMENTED       NCDOT
 EZ6455  HISTORY     - 19881104 GOOD             NCGS
 EZ6455  HISTORY     - 20050616 GOOD             GEOCAC
 EZ6455  HISTORY     - 20060918 GOOD             USPSQD
 EZ6455
 EZ6455                          STATION DESCRIPTION
 EZ6455
 EZ6455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6455'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6455'PROCEED ALONG GORMAN STREET FOR 0.3 KM (0.2 MI) SOUTH FROM THE
 EZ6455'BELTLINE-I-40-, TO OLD TRYON ROAD, THENCE WEST ALONG OLD TRYON ROAD
 EZ6455'FOR 1.45 KM (0.90 MI) TO STATE ROAD 1321 (AVENT FERRY RD), THENCE
 EZ6455'NORTH ALONG SR 1321 FOR 0.55 KM (0.34 MI), OR 0.25 KM (0.16 MI)
 EZ6455'SOUTH OF THE SR 1321 OVERPASS OF 1-40, IN THE NORTHEAST CORNER OF YARD
 EZ6455'OF BRICK HOME.
 EZ6455'STATION IS A STANDARD NCDOT DISK STAMPED---11 LB 11 1973---, SET IN
 EZ6455'TOP OF A 15 CM CONCRETE POST FLUSH WITH THE GROUND SURFACE, AND IS
 EZ6455'LEVEL WITH ROAD.  LOCATED 10.8 M (35.4 FT) WEST-NORTHWEST OF THE
 EZ6455'CENTERLINE OF ROAD, 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF
 EZ6455'HIGHVIEW PLACE DRIVE, 5.7 M (18.7 FT) SOUTHEAST OF THE EAST END OF A
 EZ6455'DRIVEWAY CULVERT, 2.8 M (9.2 FT) NORTH OF A TELEPHONE PEDESTAL, AND
 EZ6455'1.3 M (4.3 FT) NORTH-NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
 EZ6455
 EZ6455                          STATION RECOVERY (2005)
 EZ6455
 EZ6455'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ6455'RECOVERED AS DESCRIBED IN THE SOUTHWEST QUADRANT OF  THE INTERSECTION
 EZ6455'OF HIGHVIEW STREET AND SR1417 (OLD AVENT FERRY ROAD).
 EZ6455' 
 EZ6455' 
 EZ6455
 EZ6455                          STATION RECOVERY (2006)
 EZ6455
 EZ6455'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ6455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6485 ***********************************************************************
 EZ6485  DESIGNATION -  11 LB 15
 EZ6485  PID         -  EZ6485
 EZ6485  STATE/COUNTY-  NC/WAKE
 EZ6485  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6485
 EZ6485                         *CURRENT SURVEY CONTROL
 EZ6485  ___________________________________________________________________
 EZ6485* NAD 83(2001)-  35 45 25.45382(N)    078 40 20.53393(W)     ADJUSTED  
 EZ6485* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 EZ6485  ___________________________________________________________________
 EZ6485  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 EZ6485  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EZ6485  HORZ ORDER  -  SECOND
 EZ6485
 EZ6485.The horizontal coordinates were established by classical geodetic methods
 EZ6485.and adjusted by the National Geodetic Survey in August 2005.
 EZ6485
 EZ6485.The orthometric height was scaled from a topographic map.
 EZ6485
 EZ6485.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6485
 EZ6485.The geoid height was determined by GEOID03.
 EZ6485
 EZ6485;                    North         East     Units Scale Factor Converg.
 EZ6485;SPC NC       -   222,696.742   639,229.153   MT  0.99991139   +0 11 20.8
 EZ6485;SPC NC       -   730,630.89  2,097,204.31   sFT  0.99991139   +0 11 20.8
 EZ6485;UTM  17      - 3,959,503.243   710,443.727   MT  1.00014575   +1 21 38.3
 EZ6485
 EZ6485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6485!SPC NC       -   0.99998914  x   0.99991139  =   0.99990053
 EZ6485!UTM  17      -   0.99998914  x   1.00014575  =   1.00013489
 EZ6485
 EZ6485                          SUPERSEDED SURVEY CONTROL
 EZ6485
 EZ6485  NAD 83(1986)-  35 45 25.45779(N)    078 40 20.54426(W) AD(       ) 2
 EZ6485
 EZ6485.Superseded values are not recommended for survey control.
 EZ6485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6485.See file dsdata.txt to determine how the superseded data were derived.
 EZ6485
 EZ6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1044459503(NAD 83)
 EZ6485_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6485_SP_SET: SQUARE CONCRETE MONUMENT
 EZ6485_STAMPING: 11 LB 15 1973
 EZ6485_MARK LOGO: NCDOT 
 EZ6485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6485+STABILITY: SURFACE MOTION
 EZ6485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6485+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ6485
 EZ6485  HISTORY     - Date     Condition        Report By
 EZ6485  HISTORY     - 1973     MONUMENTED       NCDOT
 EZ6485  HISTORY     - 19881104 GOOD             NCGS
 EZ6485  HISTORY     - 20030408 GOOD             USPSQD
 EZ6485  HISTORY     - 20040520 GOOD             USPSQD
 EZ6485  HISTORY     - 20040603 GOOD             USPSQD
 EZ6485  HISTORY     - 20050917 GOOD             USPSQD
 EZ6485  HISTORY     - 20051020 GOOD             USPSQD
 EZ6485
 EZ6485                          STATION DESCRIPTION
 EZ6485
 EZ6485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6485'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6485'ALONG I-40 FOR 0.65 KM (0.40 MI)  WEST FROM THE LAKE WHEELER ROAD
 EZ6485'OVERPASS, ON TOP OF LARGE CUT NORTH OF I-40, AT A GROUP OF LARGE
 EZ6485'POWER POLES NEAR RIGHT-OF-WAY FENCE.
 EZ6485'STATION IS A STANDARD NCDOT DISK STAMPED---11 LB 15 1973---, SET IN
 EZ6485'TOP OF A 15 CM CONCRETE POST RECESSED 4 CM BELOW GROUND SURFACE, AND
 EZ6485'IS 50 FEET ABOVE I-40.  LOCATED 1.3 M (4.3 FT)  NORTH-NORTHWEST OF
 EZ6485'THE CHAIN LINK RIGHT-OF-WAY FENCE, 26.8 M (87.9 FT)  SOUTHEAST OF
 EZ6485'STEEL POWER LINE INTERSECTION POLE--AND 10.7 M (35.1 FT)  SOUTH OF
 EZ6485'POWER POLE, 25.7 M (84.3 FT)  WEST OF POWER POLE--BOTH WITH REFERENCE
 EZ6485'TAGS.
 EZ6485
 EZ6485                          STATION RECOVERY (2003)
 EZ6485
 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ6485'RECOVERED IN GOOD CONDITION.
 EZ6485
 EZ6485                          STATION RECOVERY (2004)
 EZ6485
 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ6485'RECOVERED IN GOOD CONDITION.
 EZ6485
 EZ6485                          STATION RECOVERY (2004)
 EZ6485
 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ6485'RECOVERED IN GOOD CONDITION.
 EZ6485
 EZ6485                          STATION RECOVERY (2005)
 EZ6485
 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6485'RECOVERED IN GOOD CONDITION.
 EZ6485
 EZ6485                          STATION RECOVERY (2005)
 EZ6485
 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8055 ***********************************************************************
 AF8055  DESIGNATION -  11 MEA
 AF8055  PID         -  AF8055
 AF8055  STATE/COUNTY-  NC/NASH
 AF8055  USGS QUAD   -  SPRING HOPE (1981)
 AF8055
 AF8055                         *CURRENT SURVEY CONTROL
 AF8055  ___________________________________________________________________
 AF8055* NAD 83(2001)-  35 52 57.00868(N)    078 05 21.33468(W)     ADJUSTED  
 AF8055* NAVD 88     -        48.09   (+/-2cm)     157.8    (feet)  VERTCON   
 AF8055  ___________________________________________________________________
 AF8055  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AF8055  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AF8055  HORZ ORDER  -  THIRD
 AF8055  VERT ORDER  -  THIRD ? (See Below)
 AF8055
 AF8055.The horizontal coordinates were established by classical geodetic methods
 AF8055.and adjusted by the National Geodetic Survey in August 2005.
 AF8055
 AF8055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8055.The vertical order pertains to the NGVD 29 superseded value.
 AF8055
 AF8055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8055
 AF8055.The geoid height was determined by GEOID03.
 AF8055
 AF8055;                    North         East     Units Scale Factor Converg.
 AF8055;SPC NC       -   236,941.352   691,831.909   MT  0.99993307   +0 31 32.3
 AF8055;SPC NC       -   777,365.09  2,269,785.19   sFT  0.99993307   +0 31 32.3
 AF8055;UTM  17      - 3,974,830.394   762,762.369   MT  1.00045086   +1 42 25.3
 AF8055
 AF8055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8055!SPC NC       -   0.99999784  x   0.99993307  =   0.99993091
 AF8055!UTM  17      -   0.99999784  x   1.00045086  =   1.00044870
 AF8055
 AF8055                          SUPERSEDED SURVEY CONTROL
 AF8055
 AF8055  NAD 83(1986)-  35 52 57.01450(N)    078 05 21.34532(W) AD(       ) 4
 AF8055  NGVD 29 (06/05/98)   48.40   (m)          158.8    (f) LEVELING    3  
 AF8055
 AF8055.Superseded values are not recommended for survey control.
 AF8055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8055.See file dsdata.txt to determine how the superseded data were derived.
 AF8055
 AF8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6276274830(NAD 83)
 AF8055_MARKER: DD = SURVEY DISK
 AF8055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8055_SP_SET: CONCRETE BRIDGE ABUTMENT
 AF8055_STAMPING: 11 MEA 1975 159
 AF8055_MARK LOGO: USGS  
 AF8055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8055+STABILITY: SURFACE MOTION
 AF8055
 AF8055  HISTORY     - Date     Condition        Report By
 AF8055  HISTORY     - 1975     MONUMENTED       USGS
 AF8055  HISTORY     - 19840101 GOOD             NCGS
 AF8055  HISTORY     - 20041231 GOOD             USPSQD
 AF8055
 AF8055                          STATION DESCRIPTION
 AF8055
 AF8055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AF8055'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF MOUNT
 AF8055'PLEASANT. ALONG NC 581 NORTH FROM MOUNT PLEASANT, AT THE BRIDGE OVER
 AF8055'THE TAR RIVER, IN THE NORTHEAST ABUTMENT. LOCATED 16 FT (4.9 M) EAST
 AF8055'OF THE NORTH END OF THE BRIDGE.
 AF8055
 AF8055                          STATION RECOVERY (2004)
 AF8055
 AF8055'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 AF8055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1391 ***********************************************************************
 EC1391  DESIGNATION -  11 WC 4
 EC1391  PID         -  EC1391
 EC1391  STATE/COUNTY-  NC/ANSON
 EC1391  USGS QUAD   -  MARSHVILLE (1988)
 EC1391
 EC1391                         *CURRENT SURVEY CONTROL
 EC1391  ___________________________________________________________________
 EC1391* NAD 83(2001)-  34 59 22.38942(N)    080 17 38.17710(W)     ADJUSTED  
 EC1391* NAVD 88     -       136.8    (meters)     449.     (feet)  VERTCON   
 EC1391  ___________________________________________________________________
 EC1391  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 EC1391  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EC1391  HORZ ORDER  -  SECOND
 EC1391
 EC1391.The horizontal coordinates were established by classical geodetic methods
 EC1391.and adjusted by the National Geodetic Survey in August 2005.
 EC1391
 EC1391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1391
 EC1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1391
 EC1391.The geoid height was determined by GEOID03.
 EC1391
 EC1391;                    North         East     Units Scale Factor Converg.
 EC1391;SPC NC       -   138,273.558   491,482.136   MT  0.99988300   -0 44 48.6
 EC1391;SPC NC       -   453,652.50  1,612,470.97   sFT  0.99988300   -0 44 48.6
 EC1391;UTM  17      - 3,872,112.170   564,438.069   MT  0.99965117   +0 24 17.6
 EC1391
 EC1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1391!SPC NC       -   0.99998330  x   0.99988300  =   0.99986630
 EC1391!UTM  17      -   0.99998330  x   0.99965117  =   0.99963448
 EC1391
 EC1391:                Primary Azimuth Mark                     Grid Az
 EC1391:SPC NC       -  TERRY                                    265 57 14.3
 EC1391:UTM  17      -  TERRY                                    264 48 08.1
 EC1391
 EC1391|---------------------------------------------------------------------|
 EC1391| PID    Reference Object                     Distance      Geod. Az  |
 EC1391|                                                           dddmmss.s |
 EC1391| EC1393 TERRY                               APPROX. 1.1 KM 2651225.7 |
 EC1391|---------------------------------------------------------------------|
 EC1391
 EC1391                          SUPERSEDED SURVEY CONTROL
 EC1391
 EC1391  NAD 83(1986)-  34 59 22.40294(N)    080 17 38.18585(W) AD(       ) 2
 EC1391  NAD 27      -  34 59 21.84604(N)    080 17 38.95895(W) AD(       ) 2
 EC1391  NGVD 29 (07/19/86)  137.1    (m)          450.     (f) VERT ANG    3  
 EC1391
 EC1391.Superseded values are not recommended for survey control.
 EC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1391.See file dsdata.txt to determine how the superseded data were derived.
 EC1391
 EC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6443872112(NAD 83)
 EC1391_MARKER: DE = TRAVERSE STATION DISK
 EC1391_SETTING: 0 = UNSPECIFIED SETTING
 EC1391_STAMPING: 11WC4 1966
 EC1391_MARK LOGO: NCGS  
 EC1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC1391
 EC1391  HISTORY     - Date     Condition        Report By
 EC1391  HISTORY     - 1970     MONUMENTED       NCGS
 EC1391  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EC1391
 EC1391                          STATION DESCRIPTION
 EC1391
 EC1391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1391'11WC4 IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION
 EC1391'ESTABLISHED IN THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1391'
 EC1391'11WC4 IS LOCATED APPROXIMATELY 1.7 MILES WEST OF PEACHLAND.  TO REACH
 EC1391'STATION PROCEED FROM THE BRIDGE ON SR 1240 OVER US 74 IN COMMUNITY
 EC1391'OF PEACHLAND, GO WEST ON US 74 FOR 1.6 MILES TO INTERSECTION OF US
 EC1391'74 AND SR 1400.  STATION IS ON THE NORTH SIDE OF WEST BOUND
 EC1391'TRAFFIC AND WEST SIDE OF SR 1400, AND 0.35 MILE EAST OF ANSON AND
 EC1391'UNION COUNTY LINE.
 EC1391'
 EC1391'STATION MARK IS A PRECAST MONUMENT, WITH A STATE HIGHWAY COMMISSION
 EC1391'DISK, STAMPED 11WC4 1966, WHICH IS EIGHT INCHES ABOVE THE SURFACE OF
 EC1391'THE GROUND.
 EC1391'
 EC1391'MARK IS
 EC1391'25.6 FEET N OF C/L OF W BOUND LANE OF US 74.
 EC1391'85.0 FEET SSE OF ALUMINUM REF. TAG ON TP NO. 115.
 EC1391'39.5 FEET W OF ALUMINUM REF. TAG ON STOP SIGN.
 EC1391'69.6 FEET W OF ALUMINUM REF. TAG ON STOP SIGN IN ISLAND OF SR
 EC1391'1400.
 EC1391'138.4 FEET W OF ALUMINUM REF. TAG ON TP.
 EC1391'21.9 FEET W OF TOP OF SOUTH END OF 15 INCH CONCRETE CULVERT
 EC1391'UNDER DRIVEWAY.
 EC1391
 EC1391                          STATION RECOVERY (1987)
 EC1391
 EC1391'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 EC1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5721 ***********************************************************************
 EZ5721  DESIGNATION -  11 WSM
 EZ5721  PID         -  EZ5721
 EZ5721  STATE/COUNTY-  NC/RICHMOND
 EZ5721  USGS QUAD   -  ELLERBE (1982)
 EZ5721
 EZ5721                         *CURRENT SURVEY CONTROL
 EZ5721  ___________________________________________________________________
 EZ5721* NAD 83(2001)-  35 03 50.47148(N)    079 47 53.29680(W)     ADJUSTED  
 EZ5721* NAVD 88     -       163.87   (+/-2cm)     537.6    (feet)  VERTCON   
 EZ5721  ___________________________________________________________________
 EZ5721  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EZ5721  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EZ5721  HORZ ORDER  -  SECOND
 EZ5721  VERT ORDER  -  THIRD ? (See Below)
 EZ5721
 EZ5721.The horizontal coordinates were established by classical geodetic methods
 EZ5721.and adjusted by the National Geodetic Survey in August 2005.
 EZ5721
 EZ5721.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5721.The vertical order pertains to the NGVD 29 superseded value.
 EZ5721
 EZ5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5721
 EZ5721.The geoid height was determined by GEOID03.
 EZ5721
 EZ5721;                    North         East     Units Scale Factor Converg.
 EZ5721;SPC NC       -   146,056.857   536,807.128   MT  0.99987793   -0 27 38.4
 EZ5721;SPC NC       -   479,188.21  1,761,174.72   sFT  0.99987793   -0 27 38.4
 EZ5721;UTM  17      - 3,880,803.036   609,589.164   MT  0.99974801   +0 41 25.9
 EZ5721
 EZ5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5721!SPC NC       -   0.99997913  x   0.99987793  =   0.99985707
 EZ5721!UTM  17      -   0.99997913  x   0.99974801  =   0.99972715
 EZ5721
 EZ5721                          SUPERSEDED SURVEY CONTROL
 EZ5721
 EZ5721  NAD 83(1986)-  35 03 50.47812(N)    079 47 53.28985(W) AD(       ) 2
 EZ5721  NGVD 29 (03/28/90)  164.13   (m)          538.5    (f) LEVELING    3  
 EZ5721
 EZ5721.Superseded values are not recommended for survey control.
 EZ5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5721.See file dsdata.txt to determine how the superseded data were derived.
 EZ5721
 EZ5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0958980803(NAD 83)
 EZ5721_MARKER: DB = BENCH MARK DISK
 EZ5721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5721
 EZ5721  HISTORY     - Date     Condition        Report By
 EZ5721  HISTORY     - 1954     MONUMENTED       USGS
 EZ5721
 EZ5721                          STATION DESCRIPTION
 EZ5721
 EZ5721'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EZ5721'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST-SOUTHWEST OF
 EZ5721'ELLERBE AND 8.7 MILES NORTH-NORTHWEST OF ROCKINGHAM.
 EZ5721'
 EZ5721'THE STATION IS LOCATED ON THE NORTH GROUNDS OF MT PLEASANT BAPTIST
 EZ5721'CHURCH, APPROXIMATELY 400 FEET WEST OF THE JUNCTION OF SR 1148,
 EZ5721'SR 1309 AND SR 1308, BY DRIVEWAY FROM SR 1148 TO CHURCH AND
 EZ5721'APPROXIMATELY 300 FEET NORTH OF THE CHURCH.
 EZ5721'
 EZ5721'STATION MARK IS A STANDARD DISK STAMPED---11 WSM 1954 539 FT---SET IN
 EZ5721'THE TOP OF A CONCRETE PRECAST WHICH IS 3 INCHES ABOVE THE GROUND
 EZ5721'SURFACE.  THE MARK IS 27.7 FEET SOUTH OF CENTERLINE OF SR 1148, 21.6
 EZ5721'FEET EAST OF CENTERLINE OF CHURCH DRIVEWAY AND 1.6 FEET WEST OF 18
 EZ5721'INCH PINE, 54.0 FEET NORTH OF 16 INCH PINE AND 49.4 FEET NORTHEAST OF
 EZ5721'18 INCH PINE ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0895 ***********************************************************************
 EY0895  DESIGNATION -  110
 EY0895  PID         -  EY0895
 EY0895  STATE/COUNTY-  NC/EDGECOMBE
 EY0895  USGS QUAD   -  HARTSEASE (1981)
 EY0895
 EY0895                         *CURRENT SURVEY CONTROL
 EY0895  ___________________________________________________________________
 EY0895* NAD 83(1986)-  35 55 06.     (N)    077 40 16.     (W)     SCALED    
 EY0895* NAVD 88     -        33.459  (meters)     109.77   (feet)  POSTED    
 EY0895  ___________________________________________________________________
 EY0895  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EY0895  DYNAMIC HT  -          33.430 (meters)     109.68  (feet)  COMP
 EY0895  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 EY0895
 EY0895  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0895
 EY0895.The horizontal coordinates were scaled from a topographic map and have
 EY0895.an estimated accuracy of +/- 6 seconds.
 EY0895
 EY0895.The orthometric height was determined by differential leveling
 EY0895.and adjusted by the  in 1992.
 EY0895.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0895.rate of 0.0 thru 1.0 mm/km.
 EY0895
 EY0895.The geoid height was determined by GEOID03.
 EY0895
 EY0895.The dynamic height is computed by dividing the NAVD 88
 EY0895.geopotential number by the normal gravity value computed on the
 EY0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0895.degrees latitude (g = 980.6199 gals.).
 EY0895
 EY0895.The modeled gravity was interpolated from observed gravity values.
 EY0895
 EY0895;                    North         East    Units  Estimated Accuracy
 EY0895;SPC NC       -   241,340.      729,530.      MT  (+/- 180 meters Scaled)
 EY0895
 EY0895                          SUPERSEDED SURVEY CONTROL
 EY0895
 EY0895  NGVD 29 (??/??/92)   33.777  (m)          110.82   (f) ADJ UNCH    2 0
 EY0895
 EY0895.Superseded values are not recommended for survey control.
 EY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0895.See file dsdata.txt to determine how the superseded data were derived.
 EY0895
 EY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE589781(NAD 83)
 EY0895_MARKER: P = PIPE CAP
 EY0895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0895_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0895_STAMPING: 110.781 RALEIGH
 EY0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0895
 EY0895  HISTORY     - Date     Condition        Report By
 EY0895  HISTORY     - UNK      MONUMENTED       USGS
 EY0895  HISTORY     - 1935     GOOD             NGS
 EY0895  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0895
 EY0895                          STATION DESCRIPTION
 EY0895
 EY0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0895'AT KINGSBORO.
 EY0895'AT KINGSBORO, EDGECOMBE COUNTY, 380 FEET WEST OF THE ATLANTIC
 EY0895'COAST LINE RAILROAD STATION, 313 FEET WEST OF THE CENTER OF A
 EY0895'DIRT-ROAD CROSSING, 30 FEET NORTH OF THE NORTH RAIL, AND 2 FEET
 EY0895'EAST OF THE SOUTHEAST CORNER OF AN OLD STORE BUILDING.  A UNITED
 EY0895'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 110.781 RALEIGH AND
 EY0895'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 4 INCHES
 EY0895'ABOVE GROUND.
 EY0895
 EY0895                          STATION RECOVERY (1978)
 EY0895
 EY0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5322 ***********************************************************************
 AI5322  DESIGNATION -  110 WSM
 AI5322  PID         -  AI5322
 AI5322  STATE/COUNTY-  NC/NASH
 AI5322  USGS QUAD   -  ESSEX (1963)
 AI5322
 AI5322                         *CURRENT SURVEY CONTROL
 AI5322  ___________________________________________________________________
 AI5322* NAD 83(2001)-  36 07 50.59163(N)    077 55 37.38610(W)     ADJUSTED  
 AI5322* NAVD 88     -        61.75   (meters)     202.6    (feet)  LEVELING  
 AI5322  ___________________________________________________________________
 AI5322  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AI5322  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AI5322  HORZ ORDER  -  SECOND
 AI5322  VERT ORDER  -  THIRD
 AI5322
 AI5322.The horizontal coordinates were established by classical geodetic methods
 AI5322.and adjusted by the National Geodetic Survey in August 2005.
 AI5322
 AI5322.The orthometric height was determined by differential leveling.
 AI5322.The vertical network tie was performed by a horz. field party for horz.
 AI5322.obs reductions. Reset procedures were used to establish the elevation.
 AI5322
 AI5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5322
 AI5322.The geoid height was determined by GEOID03.
 AI5322
 AI5322;                    North         East     Units Scale Factor Converg.
 AI5322;SPC NC       -   264,626.969   706,179.460   MT  0.99999017   +0 37 09.4
 AI5322;SPC NC       -   868,196.98  2,316,857.11   sFT  0.99999017   +0 37 09.4
 AI5322;UTM  18      - 4,002,416.573   236,592.642   MT  1.00045500   -1 43 36.7
 AI5322;UTM  17      - 4,002,822.405   776,540.465   MT  1.00054239   +1 48 47.0
 AI5322
 AI5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5322!SPC NC       -   0.99999571  x   0.99999017  =   0.99998588
 AI5322!UTM  18      -   0.99999571  x   1.00045500  =   1.00045071
 AI5322!UTM  17      -   0.99999571  x   1.00054239  =   1.00053810
 AI5322
 AI5322                          SUPERSEDED SURVEY CONTROL
 AI5322
 AI5322  NAD 83(1986)-  36 07 50.59613(N)    077 55 37.39572(W) AD(       ) 2
 AI5322
 AI5322.Superseded values are not recommended for survey control.
 AI5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5322.See file dsdata.txt to determine how the superseded data were derived.
 AI5322
 AI5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3659302417(NAD 83)
 AI5322_MARKER: DB = BENCH MARK DISK
 AI5322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5322_SP_SET: HEADWALL
 AI5322_STAMPING: 110 WSM 204 1955
 AI5322_MARK LOGO: USGS  
 AI5322_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5322+STABILITY: SURFACE MOTION
 AI5322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5322+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 AI5322
 AI5322  HISTORY     - Date     Condition        Report By
 AI5322  HISTORY     - 1955     MONUMENTED       USGS
 AI5322  HISTORY     - 19930412 GOOD             NCGS
 AI5322
 AI5322                          STATION DESCRIPTION
 AI5322
 AI5322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5322'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF RED OAK AND 8.0 MI
 AI5322'(12.9 KM) EAST-NORTHEAST OF CASTALIA. ALONG NC 43 FOR 7.25 MI (11.67
 AI5322'KM) NORTH FROM SR 1003 CROSSROADS IN RED OAK, OR 0.15 MI (0.24 KM)
 AI5322'NORTHWEST OF THE JUNCTION WITH SR 1500 (SWIFT CREEK ROAD), IN THE
 AI5322'SOUTHWEST HIGHWAY HEADWALL. MARK IS ABOUT 3 FEET (0.9 M) LOWER THAN
 AI5322'THE HIGHWAY.  LOCATED 17.8 FT (5.4 M) SOUTHWEST OF THE CENTERLINE OF
 AI5322'THE HIGHWAY, 0.5 FT (15.2 CM) SOUTHEAST OF THE NORTHWEST END OF THE
 AI5322'HEADWALL, 5.7 FT (1.7 M) SOUTH-SOUTHEAST OF A METAL WARNING SIGN
 AI5322'POST--AND 31.7 FT (9.7 M) NORTH-NORTHEAST OF A FORKED POPLAR, 29.4 FT
 AI5322'(9.0 M) EAST-NORTHEAST OF A 12-INCH MAPLE FENCE CORNER--BOTH WITH
 AI5322'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9510 ***********************************************************************
 DE9510  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9510  DESIGNATION -  110E 200
 DE9510  PID         -  DE9510
 DE9510  STATE/COUNTY-  NC/GUILFORD
 DE9510  USGS QUAD   -  GREENSBORO (1994)
 DE9510
 DE9510                         *CURRENT SURVEY CONTROL
 DE9510  ___________________________________________________________________
 DE9510* NAD 83(2007)-  36 01 19.58947(N)    079 51 22.11636(W)     ADJUSTED  
 DE9510* NAVD 88     -       252.91   (meters)     829.8    (feet)  GPS OBS   
 DE9510  ___________________________________________________________________
 DE9510  EPOCH DATE  -        2002.00
 DE9510  X           -     909,614.630 (meters)                     COMP
 DE9510  Y           -  -5,084,004.317 (meters)                     COMP
 DE9510  Z           -   3,730,306.577 (meters)                     COMP
 DE9510  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DE9510  ELLIP HEIGHT-         222.029 (meters)          (02/10/07) ADJUSTED
 DE9510  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DE9510
 DE9510  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9510  Type    PID    Designation                      North   East  Ellip
 DE9510  -------------------------------------------------------------------
 DE9510  NETWORK DE9510 110E 200                          1.76   1.41   2.78
 DE9510  -------------------------------------------------------------------
 DE9510
 DE9510.The horizontal coordinates were established by GPS observations
 DE9510.and adjusted by the National Geodetic Survey in February 2007.
 DE9510
 DE9510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9510.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9510.The horizontal coordinates are valid at the epoch date displayed above.
 DE9510.The epoch date for horizontal control is a decimal equivalence
 DE9510.of Year/Month/Day.
 DE9510
 DE9510.The orthometric height was determined by GPS observations and a
 DE9510.high-resolution geoid model.
 DE9510.The orthometric height was determined by GPS observations and a
 DE9510.high-resolution geoid model using precise GPS observation and
 DE9510.processing techniques.
 DE9510
 DE9510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9510
 DE9510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9510
 DE9510.The ellipsoidal height was determined by GPS observations
 DE9510.and is referenced to NAD 83.
 DE9510
 DE9510.The geoid height was determined by GEOID03.
 DE9510
 DE9510;                    North         East     Units Scale Factor Converg.
 DE9510;SPC NC       -   252,386.487   532,433.545   MT  0.99996286   -0 29 38.9
 DE9510;SPC NC       -   828,038.00  1,746,825.72   sFT  0.99996286   -0 29 38.9
 DE9510;UTM  17      - 3,987,005.667   603,066.420   MT  0.99973089   +0 40 21.9
 DE9510
 DE9510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9510!SPC NC       -   0.99996515  x   0.99996286  =   0.99992802
 DE9510!UTM  17      -   0.99996515  x   0.99973089  =   0.99969605
 DE9510
 DE9510|---------------------------------------------------------------------|
 DE9510| PID    Reference Object                     Distance      Geod. Az  |
 DE9510|                                                           dddmmss.s |
 DE9510| DE9511 110E 201                            319.682 METERS 10544     |
 DE9510|---------------------------------------------------------------------|
 DE9510
 DE9510                          SUPERSEDED SURVEY CONTROL
 DE9510
 DE9510  NAD 83(2001)-  36 01 19.58975(N)    079 51 22.11620(W) AD(       ) 1
 DE9510  ELLIP H (03/13/03)  222.035  (m)                       GP(       ) 4 2
 DE9510  NAD 83(1986)-  36 01 19.59601(N)    079 51 22.12397(W) AD(       ) 1
 DE9510
 DE9510.Superseded values are not recommended for survey control.
 DE9510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9510.See file dsdata.txt to determine how the superseded data were derived.
 DE9510
 DE9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0306687006(NAD 83)
 DE9510_MARKER: DD = SURVEY DISK
 DE9510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9510_STAMPING: 110E200 1999
 DE9510_MARK LOGO: NC1940
 DE9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9510+STABILITY: SURFACE MOTION
 DE9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9510+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9510
 DE9510  HISTORY     - Date     Condition        Report By
 DE9510  HISTORY     - 1999     MONUMENTED       NC1940
 DE9510
 DE9510                          STATION DESCRIPTION
 DE9510
 DE9510'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9510'STATION IS ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9510'GOVERNMENT PLAZA, IN HOLDEN VILLAGE.
 DE9510'PROCEED FROM HOLDEN ROAD, ALONG WEST VANDALIA ROAD FOR 0.2 MI (0.3 KM)
 DE9510'WEST, THENCE ALONG GLEN HOLLOW COURT FOR 0.1 MI (0.2 KM) NORTHWEST,
 DE9510'THEN ALONG TWIN BROOKS DRIVE FOR 0.2 MI (0.3 KM) WEST TO DARDEN ROAD
 DE9510'AND STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION.
 DE9510'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD, AND PROJECTING
 DE9510'2-INCHES ABOVE THE GROUND. LOCATED 18.0 FT (5.5 M) WEST OF CENTERLINE
 DE9510'OF TWIN BROOKS DRIVE OR 2.0 FT (0.6 M) WEST OF BACK OF CURB, 40.8 FT
 DE9510'(12.4 M) SOUTH OF CENTERLINE OF DARDEN ROAD, 30.6 FT (9.3 M) SOUTHEAST
 DE9510'OF FIRE HYDRANT, 22.0 FT (6.7 M) SOUTHEAST OF STREET SIGN, 2.6 FT (0.8
 DE9510'M) EAST OF EDGE OF SIDEWALK, AND 23.0 FT (7.0 M) NORTHEAST OF CORNER
 DE9510'POST OF CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9511 ***********************************************************************
 DE9511  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9511  DESIGNATION -  110E 201
 DE9511  PID         -  DE9511
 DE9511  STATE/COUNTY-  NC/GUILFORD
 DE9511  USGS QUAD   -  GREENSBORO (1994)
 DE9511
 DE9511                         *CURRENT SURVEY CONTROL
 DE9511  ___________________________________________________________________
 DE9511* NAD 83(2007)-  36 01 16.77693(N)    079 51 09.82719(W)     ADJUSTED  
 DE9511* NAVD 88     -       254.76   (meters)     835.8    (feet)  GPS OBS   
 DE9511  ___________________________________________________________________
 DE9511  EPOCH DATE  -        2002.00
 DE9511  X           -     909,926.779 (meters)                     COMP
 DE9511  Y           -  -5,084,001.784 (meters)                     COMP
 DE9511  Z           -   3,730,237.559 (meters)                     COMP
 DE9511  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 DE9511  ELLIP HEIGHT-         223.895 (meters)          (02/10/07) ADJUSTED
 DE9511  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DE9511
 DE9511  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9511  Type    PID    Designation                      North   East  Ellip
 DE9511  -------------------------------------------------------------------
 DE9511  NETWORK DE9511 110E 201                          1.69   1.35   2.63
 DE9511  -------------------------------------------------------------------
 DE9511
 DE9511.The horizontal coordinates were established by GPS observations
 DE9511.and adjusted by the National Geodetic Survey in February 2007.
 DE9511
 DE9511.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9511.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9511.The horizontal coordinates are valid at the epoch date displayed above.
 DE9511.The epoch date for horizontal control is a decimal equivalence
 DE9511.of Year/Month/Day.
 DE9511
 DE9511.The orthometric height was determined by GPS observations and a
 DE9511.high-resolution geoid model.
 DE9511.The orthometric height was determined by GPS observations and a
 DE9511.high-resolution geoid model using precise GPS observation and
 DE9511.processing techniques.
 DE9511
 DE9511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9511
 DE9511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9511
 DE9511.The ellipsoidal height was determined by GPS observations
 DE9511.and is referenced to NAD 83.
 DE9511
 DE9511.The geoid height was determined by GEOID03.
 DE9511
 DE9511;                    North         East     Units Scale Factor Converg.
 DE9511;SPC NC       -   252,297.156   532,740.479   MT  0.99996268   -0 29 31.8
 DE9511;SPC NC       -   827,744.92  1,747,832.72   sFT  0.99996268   -0 29 31.8
 DE9511;UTM  17      - 3,986,922.626   603,375.039   MT  0.99973167   +0 40 29.1
 DE9511
 DE9511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9511!SPC NC       -   0.99996486  x   0.99996268  =   0.99992754
 DE9511!UTM  17      -   0.99996486  x   0.99973167  =   0.99969654
 DE9511
 DE9511|---------------------------------------------------------------------|
 DE9511| PID    Reference Object                     Distance      Geod. Az  |
 DE9511|                                                           dddmmss.s |
 DE9511| DE9510 110E 200                            319.682 METERS 28544     |
 DE9511|---------------------------------------------------------------------|
 DE9511
 DE9511                          SUPERSEDED SURVEY CONTROL
 DE9511
 DE9511  NAD 83(2001)-  36 01 16.77722(N)    079 51 09.82703(W) AD(       ) 1
 DE9511  ELLIP H (03/13/03)  223.901  (m)                       GP(       ) 4 2
 DE9511  NAD 83(1986)-  36 01 16.78348(N)    079 51 09.83479(W) AD(       ) 1
 DE9511
 DE9511.Superseded values are not recommended for survey control.
 DE9511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9511.See file dsdata.txt to determine how the superseded data were derived.
 DE9511
 DE9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0337586923(NAD 83)
 DE9511_MARKER: DD = SURVEY DISK
 DE9511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9511_STAMPING: 110E201 1999
 DE9511_MARK LOGO: NC1940
 DE9511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9511+STABILITY: SURFACE MOTION
 DE9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9511+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9511
 DE9511  HISTORY     - Date     Condition        Report By
 DE9511  HISTORY     - 1999     MONUMENTED       NC1940
 DE9511
 DE9511                          STATION DESCRIPTION
 DE9511
 DE9511'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9511'STATION IS ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9511'GOVERNMENT PLAZA, IN HOLDEN VILLAGE.
 DE9511'PROCEED FROM HOLDEN ROAD, ALONG WEST VANDALIA ROAD FOR 0.2 MI (0.3 KM)
 DE9511'WEST, THENCE ALONG GLEN HOLLOW COURT FOR 0.2 MI (0.3 KM) NORTHWEST TO
 DE9511'SMOKERISE COURT AND STATION IN THE EAST QUADRANT OF INTERSECTION.
 DE9511'MARK IS ABOUT LEVEL WITH EDGE OF PAVEMENT, AND RECESSED 3-INCHES BELOW
 DE9511'THE GROUND. LOCATED 36.5 FT (11.1 M) NORTHEAST OF CENTERLINE OF GLEN
 DE9511'HOLLAND ROAD, 17.6 FT (5.4 M) SOUTHEAST OF CENTERLINE OF SMOKERISE
 DE9511'COURT  OR 1.6 FT (0.5 M) SOUTHEAST OF BACK OF CURB, AND 4.5 FT (1.4 M)
 DE9511'SOUTHWEST OF MANHOLE IN CATCH INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9507 ***********************************************************************
 DE9507  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9507  DESIGNATION -  110W 201
 DE9507  PID         -  DE9507
 DE9507  STATE/COUNTY-  NC/GUILFORD
 DE9507  USGS QUAD   -  GREENSBORO (1994)
 DE9507
 DE9507                         *CURRENT SURVEY CONTROL
 DE9507  ___________________________________________________________________
 DE9507* NAD 83(2007)-  36 01 34.41360(N)    079 51 38.03508(W)     ADJUSTED  
 DE9507* NAVD 88     -       253.25   (meters)     830.9    (feet)  GPS OBS   
 DE9507  ___________________________________________________________________
 DE9507  EPOCH DATE  -        2002.00
 DE9507  X           -     909,174.998 (meters)                     COMP
 DE9507  Y           -  -5,083,810.209 (meters)                     COMP
 DE9507  Z           -   3,730,676.303 (meters)                     COMP
 DE9507  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 DE9507  ELLIP HEIGHT-         222.331 (meters)          (02/10/07) ADJUSTED
 DE9507  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DE9507
 DE9507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9507  Type    PID    Designation                      North   East  Ellip
 DE9507  -------------------------------------------------------------------
 DE9507  NETWORK DE9507 110W 201                          1.88   1.57   2.90
 DE9507  -------------------------------------------------------------------
 DE9507
 DE9507.The horizontal coordinates were established by GPS observations
 DE9507.and adjusted by the National Geodetic Survey in February 2007.
 DE9507
 DE9507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9507.The horizontal coordinates are valid at the epoch date displayed above.
 DE9507.The epoch date for horizontal control is a decimal equivalence
 DE9507.of Year/Month/Day.
 DE9507
 DE9507.The orthometric height was determined by GPS observations and a
 DE9507.high-resolution geoid model.
 DE9507.The orthometric height was determined by GPS observations and a
 DE9507.high-resolution geoid model using precise GPS observation and
 DE9507.processing techniques.
 DE9507
 DE9507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9507
 DE9507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9507
 DE9507.The ellipsoidal height was determined by GPS observations
 DE9507.and is referenced to NAD 83.
 DE9507
 DE9507.The geoid height was determined by GEOID03.
 DE9507
 DE9507;                    North         East     Units Scale Factor Converg.
 DE9507;SPC NC       -   252,846.809   532,038.955   MT  0.99996383   -0 29 48.1
 DE9507;SPC NC       -   829,548.24  1,745,531.14   sFT  0.99996383   -0 29 48.1
 DE9507;UTM  17      - 3,987,457.753   602,662.632   MT  0.99972987   +0 40 12.8
 DE9507
 DE9507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9507!SPC NC       -   0.99996511  x   0.99996383  =   0.99992894
 DE9507!UTM  17      -   0.99996511  x   0.99972987  =   0.99969499
 DE9507
 DE9507|---------------------------------------------------------------------|
 DE9507| PID    Reference Object                     Distance      Geod. Az  |
 DE9507|                                                           dddmmss.s |
 DE9507| DE9506 73W 201                             355.388 METERS 00601     |
 DE9507|---------------------------------------------------------------------|
 DE9507
 DE9507                          SUPERSEDED SURVEY CONTROL
 DE9507
 DE9507  NAD 83(2001)-  36 01 34.41387(N)    079 51 38.03491(W) AD(       ) 1
 DE9507  ELLIP H (03/13/03)  222.337  (m)                       GP(       ) 4 2
 DE9507  NAD 83(1986)-  36 01 34.42019(N)    079 51 38.04271(W) AD(       ) 1
 DE9507
 DE9507.Superseded values are not recommended for survey control.
 DE9507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9507.See file dsdata.txt to determine how the superseded data were derived.
 DE9507
 DE9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0266387458(NAD 83)
 DE9507_MARKER: DD = SURVEY DISK
 DE9507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9507_STAMPING: 110W201 1999
 DE9507_MARK LOGO: NC1940
 DE9507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9507+STABILITY: SURFACE MOTION
 DE9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9507+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9507
 DE9507  HISTORY     - Date     Condition        Report By
 DE9507  HISTORY     - 1999     MONUMENTED       NC1940
 DE9507
 DE9507                          STATION DESCRIPTION
 DE9507
 DE9507'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9507'STATION IS ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9507'GOVERNMENT PLAZA, AND AT THE INTERSECTION OF MERRYWEATHER ROAD AND
 DE9507'KIPLING DRIVE.
 DE9507'PROCEED FROM HIGH POINT ROAD, ALONG GROOMETOWN ROAD FOR 0.5 MI (0.8
 DE9507'KM) SOUTH, THENCE ALONG KIPLING DRIVE FOR 0.3 MI (0.5 KM) EAST, TO
 DE9507'MERRYWEATHER ROAD AND STATION IN THE NORTHEAST QUADRANT OF
 DE9507'INTERSECTION.
 DE9507'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9507'GROUND. LOCATED 26.6 FT (8.1 M) EAST OF CENTERLINE OF MERRYWEATHER
 DE9507'ROAD, 34.5 FT (10.5 M) NORTHEAST OF CATCH INLET, 27.3 FT (8.3 M)
 DE9507'SOUTHEAST OF SANITARY SEWER MANHOLE, AND 53.1 FT (16.2 M) SOUTH OF
 DE9507'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0758 ***********************************************************************
 EY0758  DESIGNATION -  111 A
 EY0758  PID         -  EY0758
 EY0758  STATE/COUNTY-  NC/WAYNE
 EY0758  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY0758
 EY0758                         *CURRENT SURVEY CONTROL
 EY0758  ___________________________________________________________________
 EY0758* NAD 83(1986)-  35 23 04.     (N)    077 59 45.     (W)     SCALED    
 EY0758* NAVD 88     -        34.444  (meters)     113.00   (feet)  ADJUSTED  
 EY0758  ___________________________________________________________________
 EY0758  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EY0758  DYNAMIC HT  -          34.414 (meters)     112.91  (feet)  COMP
 EY0758  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 EY0758
 EY0758  VERT ORDER  -  FIRST     CLASS I
 EY0758
 EY0758.The horizontal coordinates were scaled from a topographic map and have
 EY0758.an estimated accuracy of +/- 6 seconds.
 EY0758
 EY0758.The orthometric height was determined by differential leveling
 EY0758.and adjusted in June 1991.
 EY0758
 EY0758.The geoid height was determined by GEOID03.
 EY0758
 EY0758.The dynamic height is computed by dividing the NAVD 88
 EY0758.geopotential number by the normal gravity value computed on the
 EY0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0758.degrees latitude (g = 980.6199 gals.).
 EY0758
 EY0758.The modeled gravity was interpolated from observed gravity values.
 EY0758
 EY0758;                    North         East    Units  Estimated Accuracy
 EY0758;SPC NC       -   181,770.      700,830.      MT  (+/- 180 meters Scaled)
 EY0758
 EY0758                          SUPERSEDED SURVEY CONTROL
 EY0758
 EY0758  NGVD 29 (??/??/92)   34.756  (m)          114.03   (f) ADJ UNCH    1 1
 EY0758
 EY0758.Superseded values are not recommended for survey control.
 EY0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0758.See file dsdata.txt to determine how the superseded data were derived.
 EY0758
 EY0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE278198(NAD 83)
 EY0758_MARKER: DB = BENCH MARK DISK
 EY0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0758_SP_SET: WATER TABLE
 EY0758_STAMPING: 113.996
 EY0758_MARK LOGO: CGS   
 EY0758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0758+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2007
 EY0758
 EY0758  HISTORY     - Date     Condition        Report By
 EY0758  HISTORY     - UNK      MONUMENTED       CGS
 EY0758  HISTORY     - 1968     GOOD             NGS
 EY0758  HISTORY     - 1978     GOOD             DOD
 EY0758  HISTORY     - 20000106 GOOD             NCGS
 EY0758  HISTORY     - 20040601 GOOD             USPSQD
 EY0758  HISTORY     - 20051004 GOOD             USPSQD
 EY0758  HISTORY     - 20070406 GOOD             NGS
 EY0758
 EY0758                          STATION DESCRIPTION
 EY0758
 EY0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EY0758'0.2 MI W FROM GOLDSBORO.
 EY0758'ABOUT 0.2 MILE WEST ALONG WEST MULBURRY STREET FROM THE POST OFFICE
 EY0758'AT GOLDSBORO, THENCE 0.05 MILE NORTH ALONG NORTH CENTER STREET,
 EY0758'SET VERTICALLY IN THE WEST FACE OF THE GRANITE WATER TABLE OF THE
 EY0758'GOLDSBORO CITY HALL, 2.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 EY0758'BUILDING, 45 1/2 FEET EAST OF THE EAST CONCRETE CURB OF THE
 EY0758'STREET, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 EY0758
 EY0758                          STATION RECOVERY (1978)
 EY0758
 EY0758'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0758'RECOVERED IN GOOD CONDITION.
 EY0758
 EY0758                          STATION RECOVERY (2000)
 EY0758
 EY0758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0758'RECOVERED AS DESCRIBED.
 EY0758
 EY0758                          STATION RECOVERY (2004)
 EY0758
 EY0758'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0758'RECOVERED IN GOOD CONDITION.
 EY0758
 EY0758                          STATION RECOVERY (2005)
 EY0758
 EY0758'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0758'RECOVERED IN GOOD CONDITION.
 EY0758
 EY0758                          STATION RECOVERY (2007)
 EY0758
 EY0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 EY0758'STATION IS AT THE OLD CITY HALL BUILT 1902 AT 214 NORTH CENTER STREET.
 EY0758' 
 EY0758'GRAVITY BASE STATION 'GOLDSBORO B,' DOD 3290-1, GSS 116J10, IS 20.8
 EY0758'FEET NORTH OF BM ON PATIO.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9229 ***********************************************************************
 DE9229  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9229  DESIGNATION -  111W 200
 DE9229  PID         -  DE9229
 DE9229  STATE/COUNTY-  NC/GUILFORD
 DE9229  USGS QUAD   -  GUILFORD (1994)
 DE9229
 DE9229                         *CURRENT SURVEY CONTROL
 DE9229  ___________________________________________________________________
 DE9229* NAD 83(2007)-  36 01 13.81332(N)    079 52 51.91416(W)     ADJUSTED  
 DE9229* NAVD 88     -       253.96   (meters)     833.2    (feet)  GPS OBS   
 DE9229  ___________________________________________________________________
 DE9229  EPOCH DATE  -        2002.00
 DE9229  X           -     907,419.743 (meters)                     COMP
 DE9229  Y           -  -5,084,503.670 (meters)                     COMP
 DE9229  Z           -   3,730,163.140 (meters)                     COMP
 DE9229  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 DE9229  ELLIP HEIGHT-         222.982 (meters)          (02/10/07) ADJUSTED
 DE9229  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DE9229
 DE9229  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9229  Type    PID    Designation                      North   East  Ellip
 DE9229  -------------------------------------------------------------------
 DE9229  NETWORK DE9229 111W 200                          1.55   1.23   2.25
 DE9229  -------------------------------------------------------------------
 DE9229
 DE9229.The horizontal coordinates were established by GPS observations
 DE9229.and adjusted by the National Geodetic Survey in February 2007.
 DE9229
 DE9229.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9229.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9229.The horizontal coordinates are valid at the epoch date displayed above.
 DE9229.The epoch date for horizontal control is a decimal equivalence
 DE9229.of Year/Month/Day.
 DE9229
 DE9229.The orthometric height was determined by GPS observations and a
 DE9229.high-resolution geoid model.
 DE9229.The orthometric height was determined by GPS observations and a
 DE9229.high-resolution geoid model using precise GPS observation and
 DE9229.processing techniques.
 DE9229
 DE9229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9229
 DE9229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9229
 DE9229.The ellipsoidal height was determined by GPS observations
 DE9229.and is referenced to NAD 83.
 DE9229
 DE9229.The geoid height was determined by GEOID03.
 DE9229
 DE9229;                    North         East     Units Scale Factor Converg.
 DE9229;SPC NC       -   252,228.140   530,183.734   MT  0.99996248   -0 30 30.7
 DE9229;SPC NC       -   827,518.49  1,739,444.47   sFT  0.99996248   -0 30 30.7
 DE9229;UTM  17      - 3,986,801.590   600,820.828   MT  0.99972525   +0 39 29.0
 DE9229
 DE9229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9229!SPC NC       -   0.99996500  x   0.99996248  =   0.99992749
 DE9229!UTM  17      -   0.99996500  x   0.99972525  =   0.99969026
 DE9229
 DE9229:                Primary Azimuth Mark                     Grid Az
 DE9229:SPC NC       -  158W 200                                 255 14 33.3
 DE9229:UTM  17      -  158W 200                                 254 04 33.6
 DE9229
 DE9229|---------------------------------------------------------------------|
 DE9229| PID    Reference Object                     Distance      Geod. Az  |
 DE9229|                                                           dddmmss.s |
 DE9229| DE9230 158W 200                            474.949 METERS 2544402.6 |
 DE9229|---------------------------------------------------------------------|
 DE9229
 DE9229                          SUPERSEDED SURVEY CONTROL
 DE9229
 DE9229  NAD 83(2001)-  36 01 13.81355(N)    079 52 51.91400(W) AD(       ) 1
 DE9229  ELLIP H (03/13/03)  222.988  (m)                       GP(       ) 4 2
 DE9229  NAD 83(1986)-  36 01 13.81997(N)    079 52 51.92198(W) AD(       ) 1
 DE9229
 DE9229.Superseded values are not recommended for survey control.
 DE9229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9229.See file dsdata.txt to determine how the superseded data were derived.
 DE9229
 DE9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0082186802(NAD 83)
 DE9229_MARKER: DD = SURVEY DISK
 DE9229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9229_STAMPING: 111W.200 7/97
 DE9229_MARK LOGO: NC1940
 DE9229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9229+STABILITY: SURFACE MOTION
 DE9229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9229+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9229
 DE9229  HISTORY     - Date     Condition        Report By
 DE9229  HISTORY     - 1997     MONUMENTED       NC1940
 DE9229
 DE9229                          STATION DESCRIPTION
 DE9229
 DE9229'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9229'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST OF THE DOWNTOWN
 DE9229'GREENSBORO GOVERNMENT COMPLEX AND 6.5 MI (10.5 KM) SOUTHEAST OF THE
 DE9229'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF HIGH
 DE9229'POINT ROAD AND ALAMANCE ROAD.
 DE9229'ALONG HIGH POINT ROAD FOR 2.95 MI (4.75 KM) SOUTHWEST FROM THE I-40
 DE9229'OVERPASS (EXIT 217) TO ALAMANCE ROAD ON RIGHT AND STATION ABOUT 200
 DE9229'FEET (61.0 M) NORTH-NORTHWEST OF INTERSECTION.
 DE9229'MARK IS 1/2-FOOT LOWER THAN THE CENTERLINE OF ALAMANCE STREET AND
 DE9229'FLUSH WITH THE GROUND. LOCATED 19.0 FT (5.8 M) WEST OF THE CENTERLINE
 DE9229'OF ALAMANCE STREET, 100.5 FT (30.6 M) SOUTH-SOUTHWEST OF A POWER POLE
 DE9229'(30K), 67.5 FT (20.6 M) NORTHWEST OF A 30 MPH-SIGN, AND 140.9 FT (42.9
 DE9229'M) SOUTHEAST OF A 24-INCH YELLOW POPLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9497 ***********************************************************************
 DE9497  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9497  DESIGNATION -  111W 201
 DE9497  PID         -  DE9497
 DE9497  STATE/COUNTY-  NC/GUILFORD
 DE9497  USGS QUAD   -  GUILFORD (1994)
 DE9497
 DE9497                         *CURRENT SURVEY CONTROL
 DE9497  ___________________________________________________________________
 DE9497* NAD 83(2007)-  36 01 30.27240(N)    079 52 33.10289(W)     ADJUSTED  
 DE9497* NAVD 88     -       266.81   (meters)     875.4    (feet)  GPS OBS   
 DE9497  ___________________________________________________________________
 DE9497  EPOCH DATE  -        2002.00
 DE9497  X           -     907,832.826 (meters)                     COMP
 DE9497  Y           -  -5,084,137.417 (meters)                     COMP
 DE9497  Z           -   3,730,581.015 (meters)                     COMP
 DE9497  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 DE9497  ELLIP HEIGHT-         235.840 (meters)          (02/10/07) ADJUSTED
 DE9497  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 DE9497
 DE9497  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9497  Type    PID    Designation                      North   East  Ellip
 DE9497  -------------------------------------------------------------------
 DE9497  NETWORK DE9497 111W 201                          2.08   1.78   3.04
 DE9497  -------------------------------------------------------------------
 DE9497
 DE9497.The horizontal coordinates were established by GPS observations
 DE9497.and adjusted by the National Geodetic Survey in February 2007.
 DE9497
 DE9497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9497.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9497.The horizontal coordinates are valid at the epoch date displayed above.
 DE9497.The epoch date for horizontal control is a decimal equivalence
 DE9497.of Year/Month/Day.
 DE9497
 DE9497.The orthometric height was determined by GPS observations and a
 DE9497.high-resolution geoid model.
 DE9497.The orthometric height was determined by GPS observations and a
 DE9497.high-resolution geoid model using precise GPS observation and
 DE9497.processing techniques.
 DE9497
 DE9497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9497
 DE9497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9497
 DE9497.The ellipsoidal height was determined by GPS observations
 DE9497.and is referenced to NAD 83.
 DE9497
 DE9497.The geoid height was determined by GEOID03.
 DE9497
 DE9497;                    North         East     Units Scale Factor Converg.
 DE9497;SPC NC       -   252,731.236   530,659.189   MT  0.99996356   -0 30 19.9
 DE9497;SPC NC       -   829,169.06  1,741,004.36   sFT  0.99996356   -0 30 19.9
 DE9497;UTM  17      - 3,987,314.141   601,285.830   MT  0.99972641   +0 39 40.3
 DE9497
 DE9497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9497!SPC NC       -   0.99996299  x   0.99996356  =   0.99992655
 DE9497!UTM  17      -   0.99996299  x   0.99972641  =   0.99968941
 DE9497
 DE9497:                Primary Azimuth Mark                     Grid Az
 DE9497:SPC NC       -  111W 200                                 223 22 55.5
 DE9497:UTM  17      -  111W 200                                 222 12 55.3
 DE9497
 DE9497|---------------------------------------------------------------------|
 DE9497| PID    Reference Object                     Distance      Geod. Az  |
 DE9497|                                                           dddmmss.s |
 DE9497| DE9229 111W 200                            APPROX. 0.7 KM 2225235.6 |
 DE9497|---------------------------------------------------------------------|
 DE9497
 DE9497                          SUPERSEDED SURVEY CONTROL
 DE9497
 DE9497  NAD 83(2001)-  36 01 30.27261(N)    079 52 33.10272(W) AD(       ) 1
 DE9497  ELLIP H (03/13/03)  235.845  (m)                       GP(       ) 4 2
 DE9497  NAD 83(1986)-  36 01 30.27899(N)    079 52 33.11072(W) AD(       ) 1
 DE9497
 DE9497.Superseded values are not recommended for survey control.
 DE9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9497.See file dsdata.txt to determine how the superseded data were derived.
 DE9497
 DE9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0128687314(NAD 83)
 DE9497_MARKER: DD = SURVEY DISK
 DE9497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9497_STAMPING: 111W201 1999
 DE9497_MARK LOGO: NC1940
 DE9497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9497+STABILITY: SURFACE MOTION
 DE9497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9497+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9497
 DE9497  HISTORY     - Date     Condition        Report By
 DE9497  HISTORY     - 1999     MONUMENTED       NC1940
 DE9497
 DE9497                          STATION DESCRIPTION
 DE9497
 DE9497'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9497'STATION IS ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9497'GOVERNMENT PLAZA, 1.3 MI (2.1 KM) EAST-NORTHEAST OF THE SEDGEFIELD
 DE9497'COMMUNITY.
 DE9497'ALONG HIGH POINT ROAD, 0.5 MI (0.8 KM) SOUTHWEST OF HILLTOP ROAD, IN
 DE9497'THE NORTH QUADRANT OF INTERSECTION WITH SR 1581 (ROLAND ROAD).
 DE9497'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND PROJECTING 3-INCHES
 DE9497'ABOVE THE GROUND. LOCATED 18.1 FT (5.5 M) NORTHEAST OF CENTERLINE OF
 DE9497'SR 1581, 51.5 FT (15.7 M) NORTHWEST OF THE CENTERLINE OF HIGH POINT
 DE9497'ROAD, AND 16.0 FT (4.9 M) WEST-NORTHWEST OF POWER POLE (80T).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0502 ***********************************************************************
 AI0502  DESIGNATION -  112 HLZ
 AI0502  PID         -  AI0502
 AI0502  STATE/COUNTY-  NC/ROBESON
 AI0502  USGS QUAD   -  RED SPRINGS (1974)
 AI0502
 AI0502                         *CURRENT SURVEY CONTROL
 AI0502  ___________________________________________________________________
 AI0502* NAD 83(1986)-  34 45 53.     (N)    079 08 29.     (W)     SCALED    
 AI0502* NAVD 88     -        55.756  (meters)     182.93   (feet)  ADJUSTED  
 AI0502  ___________________________________________________________________
 AI0502  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AI0502  DYNAMIC HT  -          55.704 (meters)     182.76  (feet)  COMP
 AI0502  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 AI0502
 AI0502  VERT ORDER  -  SECOND    CLASS II
 AI0502
 AI0502.The horizontal coordinates were scaled from a topographic map and have
 AI0502.an estimated accuracy of +/- 6 seconds.
 AI0502
 AI0502.The orthometric height was determined by differential leveling
 AI0502.and adjusted in October 1999.
 AI0502.No vertical observational check was made to the station.
 AI0502
 AI0502.The geoid height was determined by GEOID03.
 AI0502
 AI0502.The dynamic height is computed by dividing the NAVD 88
 AI0502.geopotential number by the normal gravity value computed on the
 AI0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0502.degrees latitude (g = 980.6199 gals.).
 AI0502
 AI0502.The modeled gravity was interpolated from observed gravity values.
 AI0502
 AI0502;                    North         East    Units  Estimated Accuracy
 AI0502;SPC NC       -   112,570.      596,660.      MT  (+/- 180 meters Scaled)
 AI0502
 AI0502                          SUPERSEDED SURVEY CONTROL
 AI0502
 AI0502.No superseded survey control is available for this station.
 AI0502
 AI0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU700485(NAD 83)
 AI0502_MARKER: DB = BENCH MARK DISK
 AI0502_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0502_STAMPING: 112 HLZ 1971 184
 AI0502_MARK LOGO: USGS  
 AI0502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0502
 AI0502  HISTORY     - Date     Condition        Report By
 AI0502  HISTORY     - 1971     MONUMENTED       NCGS
 AI0502  HISTORY     - 19881228 GOOD             NCGS
 AI0502
 AI0502                          STATION DESCRIPTION
 AI0502
 AI0502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0502'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) SOUTHEAST OF RED SPRINGS.
 AI0502'PROCEED ALONG NC 211 (4TH AVE) FOR 7.0 KM (4.35 MI) SOUTHEAST FROM
 AI0502'MAIN STREET TO SR 1507 (VELENDA RD.), THENCE SOUTHWEST FOR 0.72 KM
 AI0502'(0.45 MI) TO SR 1510 (ASHLEY RD), AND STATION ON SOUTHWEST SIDE OF THE
 AI0502'Y-JUNCTION ON TOP OF BANK. MARK IS 2 1/2 FEET HIGHER THAN ROAD AND
 AI0502'PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 16.00 M (52.49 FT) SOUTH OF
 AI0502'THE CENTERLINE OF SR 1507, 24.60 M (80.71 FT) WEST OF THE SOUTHEAST
 AI0502'END OF TRIANGULAR GRASSY TRAFFIC ISLAND, AND 3.51 M (11.52 FT) EAST OF
 AI0502'A 24-INCH OAK WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0413 ***********************************************************************
 FA0413  DESIGNATION -  112 JAS
 FA0413  PID         -  FA0413
 FA0413  STATE/COUNTY-  NC/MECKLENBURG
 FA0413  USGS QUAD   -  DERITA (1993)
 FA0413
 FA0413                         *CURRENT SURVEY CONTROL
 FA0413  ___________________________________________________________________
 FA0413* NAD 83(2001)-  35 17 25.16809(N)    080 45 24.67828(W)     ADJUSTED  
 FA0413* NAVD 88     -       238.457  (meters)     782.34   (feet)  ADJUSTED  
 FA0413  ___________________________________________________________________
 FA0413  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA0413  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA0413  DYNAMIC HT  -         238.240 (meters)     781.63  (feet)  COMP
 FA0413  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 FA0413
 FA0413  HORZ ORDER  -  SECOND
 FA0413  VERT ORDER  -  SECOND    CLASS 0
 FA0413
 FA0413.The horizontal coordinates were established by classical geodetic methods
 FA0413.and adjusted by the National Geodetic Survey in August 2005.
 FA0413
 FA0413.The orthometric height was determined by differential leveling
 FA0413.and adjusted in June 1991.
 FA0413
 FA0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0413
 FA0413.The geoid height was determined by GEOID03.
 FA0413
 FA0413.The dynamic height is computed by dividing the NAVD 88
 FA0413.geopotential number by the normal gravity value computed on the
 FA0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0413.degrees latitude (g = 980.6199 gals.).
 FA0413
 FA0413.The modeled gravity was interpolated from observed gravity values.
 FA0413
 FA0413;                    North         East     Units Scale Factor Converg.
 FA0413;SPC NC       -   172,282.092   449,818.335   MT  0.99987282   -1 00 50.4
 FA0413;SPC NC       -   565,228.83  1,475,778.99   sFT  0.99987282   -1 00 50.4
 FA0413;UTM  17      - 3,905,266.818   522,108.746   MT  0.99960602   +0 08 25.7
 FA0413
 FA0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0413!SPC NC       -   0.99996734  x   0.99987282  =   0.99984017
 FA0413!UTM  17      -   0.99996734  x   0.99960602  =   0.99957338
 FA0413
 FA0413                          SUPERSEDED SURVEY CONTROL
 FA0413
 FA0413  NAD 83(1986)-  35 17 25.18474(N)    080 45 24.68789(W) AD(       ) 2
 FA0413  NGVD 29 (??/??/92)  238.681  (m)          783.07   (f) ADJ UNCH    2 0
 FA0413
 FA0413.Superseded values are not recommended for survey control.
 FA0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0413.See file dsdata.txt to determine how the superseded data were derived.
 FA0413
 FA0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2210905267(NAD 83)
 FA0413_MARKER: DB = BENCH MARK DISK
 FA0413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA0413_SP_SET: BRIDGE GUARD RAIL CURBING
 FA0413_STAMPING: 112 JAS
 FA0413_MARK LOGO: USGS  
 FA0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0413
 FA0413  HISTORY     - Date     Condition        Report By
 FA0413  HISTORY     - UNK      MONUMENTED       USGS
 FA0413  HISTORY     - 1972     GOOD             NCGS
 FA0413  HISTORY     - 1977     GOOD             NCDOT
 FA0413  HISTORY     - 19870101 GOOD             NCGS
 FA0413  HISTORY     - 1990     GOOD             USPSQD
 FA0413  HISTORY     - 20030430 MARK NOT FOUND   USPSQD
 FA0413
 FA0413                          STATION DESCRIPTION
 FA0413
 FA0413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0413'1.4 MI NW FROM NEWELL.
 FA0413'STATION IS LOCATED ABOUT 6.6 MILES NE OF DOWNTOWN CHARLOTTE,
 FA0413'AT THE JUNCTION OF U.S. 29 AND NC 49, ON THE U.S. 29 BRIDGE
 FA0413'(N. BOUND LANE) OVER NC 49 (S. BOUND LANE), IN THE GUARD RAIL
 FA0413'CURBING, AT THE SE CORNER OF BRIDGE.  DISK IS SET IN GUARD RAIL
 FA0413'CURBING.
 FA0413
 FA0413                          STATION RECOVERY (1977)
 FA0413
 FA0413'RECOVERY NOTE BY 
NC DOT 1977
 FA0413'RECOVERED IN GOOD CONDITION.
 FA0413
 FA0413                          STATION RECOVERY (1987)
 FA0413
 FA0413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA0413'RECOVERED AS DESCRIBED.
 FA0413
 FA0413                          STATION RECOVERY (1990)
 FA0413
 FA0413'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0413'RECOVERED IN GOOD CONDITION.
 FA0413
 FA0413                          STATION RECOVERY (2003)
 FA0413
 FA0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA0413'SE CORNER OF BRIDGE HAS BEEN REPAIRED.  MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1365 ***********************************************************************
 FY1365  DESIGNATION -  112 JAS
 FY1365  PID         -  FY1365
 FY1365  STATE/COUNTY-  NC/ROCKINGHAM
 FY1365  USGS QUAD   -  PRICE (1982)
 FY1365
 FY1365                         *CURRENT SURVEY CONTROL
 FY1365  ___________________________________________________________________
 FY1365* NAD 83(1986)-  36 30 42.     (N)    079 54 54.     (W)     SCALED    
 FY1365* NAVD 88     -       309.135  (meters)    1014.22   (feet)  ADJUSTED  
 FY1365  ___________________________________________________________________
 FY1365  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 FY1365  DYNAMIC HT  -         308.860 (meters)    1013.32  (feet)  COMP
 FY1365  MODELED GRAV-     979,735.6   (mgal)                       NAVD 88
 FY1365
 FY1365  VERT ORDER  -  FIRST     CLASS II
 FY1365
 FY1365.The horizontal coordinates were scaled from a topographic map and have
 FY1365.an estimated accuracy of +/- 6 seconds.
 FY1365
 FY1365.The orthometric height was determined by differential leveling
 FY1365.and adjusted in June 1991.
 FY1365
 FY1365.The geoid height was determined by GEOID03.
 FY1365
 FY1365.The dynamic height is computed by dividing the NAVD 88
 FY1365.geopotential number by the normal gravity value computed on the
 FY1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1365.degrees latitude (g = 980.6199 gals.).
 FY1365
 FY1365.The modeled gravity was interpolated from observed gravity values.
 FY1365
 FY1365;                    North         East    Units  Estimated Accuracy
 FY1365;SPC NC       -   306,760.      527,630.      MT  (+/- 180 meters Scaled)
 FY1365
 FY1365                          SUPERSEDED SURVEY CONTROL
 FY1365
 FY1365  NGVD 29 (??/??/92)  309.325  (m)         1014.84   (f) ADJ UNCH    1 2
 FY1365
 FY1365.Superseded values are not recommended for survey control.
 FY1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1365.See file dsdata.txt to determine how the superseded data were derived.
 FY1365
 FY1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA971412(NAD 83)
 FY1365_MARKER: DD = SURVEY DISK
 FY1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1365_STAMPING: 1015 112 JAS 1963
 FY1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1365+STABILITY: SURFACE MOTION
 FY1365
 FY1365  HISTORY     - Date     Condition        Report By
 FY1365  HISTORY     - 1963     MONUMENTED       USGS
 FY1365  HISTORY     - 1965     GOOD             NGS
 FY1365  HISTORY     - 20060115 GOOD             USPSQD
 FY1365
 FY1365                          STATION DESCRIPTION
 FY1365
 FY1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1365'3.3 MI NW FROM STONEVILLE.
 FY1365'3.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM
 FY1365'THE STATION AT STONEVILLE, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST
 FY1365'R 83, ABOUT 60 YARDS WEST OF THE TRACK, ALONG U.S. HIGHWAY 220
 FY1365'(BUSINESS ROUTE), 49 FEET SOUTHWEST OF THE CENTER OF THE
 FY1365'INTERSECTION OF COUNTY ROADS 1509 AND 1375, 31 1/2 FEET WEST OF
 FY1365'THE CENTER LINE OF THE U.S. HIGHWAY, 31 FEET SOUTH OF THE CENTER
 FY1365'LINE OF COUNTY ROAD NO. 1375, 2 1/2 FEET SOUTH OF TELEPHONE
 FY1365'POLE NO. 506, 1/2 FOOT EAST OF A METAL WITNESS POST, ABOUT
 FY1365'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 FY1365'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 FY1365
 FY1365                          STATION RECOVERY (2006)
 FY1365
 FY1365'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 FY1365'STATION IS 1 FOOT SOUTH OF TELEPHONE PEDISTAL A1-7
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1360 ***********************************************************************
 FX1360  DESIGNATION -  112.8
 FX1360  PID         -  FX1360
 FX1360  STATE/COUNTY-  NC/EDGECOMBE
 FX1360  USGS QUAD   -  DRAKE (1963)
 FX1360
 FX1360                         *CURRENT SURVEY CONTROL
 FX1360  ___________________________________________________________________
 FX1360* NAD 83(1986)-  36 02 11.     (N)    077 45 21.     (W)     SCALED    
 FX1360* NAVD 88     -        35.10   (+/-2cm)     115.2    (feet)  VERTCON   
 FX1360  ___________________________________________________________________
 FX1360  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 FX1360  VERT ORDER  -  ? (See Below)
 FX1360
 FX1360.The horizontal coordinates were scaled from a topographic map and have
 FX1360.an estimated accuracy of +/- 6 seconds.
 FX1360
 FX1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1360.The vertical order pertains to the NGVD 29 superseded value.
 FX1360
 FX1360.The geoid height was determined by GEOID03.
 FX1360
 FX1360;                    North         East    Units  Estimated Accuracy
 FX1360;SPC NC       -   254,340.      721,720.      MT  (+/- 180 meters Scaled)
 FX1360
 FX1360                          SUPERSEDED SURVEY CONTROL
 FX1360
 FX1360  NGVD 29 (??/??/92)   35.421  (m)          116.21   (f) ADJ UNCH    ?  
 FX1360
 FX1360.Superseded values are not recommended for survey control.
 FX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1360.See file dsdata.txt to determine how the superseded data were derived.
 FX1360
 FX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE517914(NAD 83)
 FX1360_MARKER: Z = SEE DESCRIPTION
 FX1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1360_SP_SET: SIGNAL BASE
 FX1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1360
 FX1360  HISTORY     - Date     Condition        Report By
 FX1360  HISTORY     - UNK      MONUMENTED       CGS
 FX1360  HISTORY     - 1932     GOOD             NGS
 FX1360
 FX1360                          STATION DESCRIPTION
 FX1360
 FX1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1360'1 MI S FROM BATTLEBORO.
 FX1360'IN EDGECOMBE COUNTY, 1 MILE SOUTH ALONG THE ATLANTIC COAST LINE
 FX1360'RAILROAD FROM BATTLEBORO, NASH COUNTY, AT SIGNAL 112.8, AND ON
 FX1360'THE TOP OF THE NORTHWEST CORNER OF THE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9496 ***********************************************************************
 DE9496  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9496  DESIGNATION -  112W 200
 DE9496  PID         -  DE9496
 DE9496  STATE/COUNTY-  NC/GUILFORD
 DE9496  USGS QUAD   -  GUILFORD (1994)
 DE9496
 DE9496                         *CURRENT SURVEY CONTROL
 DE9496  ___________________________________________________________________
 DE9496* NAD 83(2007)-  36 01 43.28350(N)    079 52 48.94116(W)     ADJUSTED  
 DE9496* NAVD 88     -       266.30   (meters)     873.7    (feet)  GPS OBS   
 DE9496  ___________________________________________________________________
 DE9496  EPOCH DATE  -        2002.00
 DE9496  X           -     907,400.909 (meters)                     COMP
 DE9496  Y           -  -5,083,974.466 (meters)                     COMP
 DE9496  Z           -   3,730,905.035 (meters)                     COMP
 DE9496  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 DE9496  ELLIP HEIGHT-         235.295 (meters)          (02/10/07) ADJUSTED
 DE9496  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DE9496
 DE9496  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9496  Type    PID    Designation                      North   East  Ellip
 DE9496  -------------------------------------------------------------------
 DE9496  NETWORK DE9496 112W 200                          2.08   1.82   3.08
 DE9496  -------------------------------------------------------------------
 DE9496
 DE9496.The horizontal coordinates were established by GPS observations
 DE9496.and adjusted by the National Geodetic Survey in February 2007.
 DE9496
 DE9496.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9496.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9496.The horizontal coordinates are valid at the epoch date displayed above.
 DE9496.The epoch date for horizontal control is a decimal equivalence
 DE9496.of Year/Month/Day.
 DE9496
 DE9496.The orthometric height was determined by GPS observations and a
 DE9496.high-resolution geoid model.
 DE9496.The orthometric height was determined by GPS observations and a
 DE9496.high-resolution geoid model using precise GPS observation and
 DE9496.processing techniques.
 DE9496
 DE9496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9496
 DE9496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9496
 DE9496.The ellipsoidal height was determined by GPS observations
 DE9496.and is referenced to NAD 83.
 DE9496
 DE9496.The geoid height was determined by GEOID03.
 DE9496
 DE9496;                    North         East     Units Scale Factor Converg.
 DE9496;SPC NC       -   253,135.743   530,266.223   MT  0.99996441   -0 30 29.0
 DE9496;SPC NC       -   830,496.18  1,739,715.10   sFT  0.99996441   -0 30 29.0
 DE9496;UTM  17      - 3,987,710.468   600,884.805   MT  0.99972541   +0 39 31.2
 DE9496
 DE9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9496!SPC NC       -   0.99996307  x   0.99996441  =   0.99992748
 DE9496!UTM  17      -   0.99996307  x   0.99972541  =   0.99968849
 DE9496
 DE9496:                Primary Azimuth Mark                     Grid Az
 DE9496:SPC NC       -  111W 201                                 135 49 44.7
 DE9496:UTM  17      -  111W 201                                 134 39 44.5
 DE9496
 DE9496|---------------------------------------------------------------------|
 DE9496| PID    Reference Object                     Distance      Geod. Az  |
 DE9496|                                                           dddmmss.s |
 DE9496| DE9497 111W 201                            APPROX. 0.6 KM 1351915.7 |
 DE9496|---------------------------------------------------------------------|
 DE9496
 DE9496                          SUPERSEDED SURVEY CONTROL
 DE9496
 DE9496  NAD 83(2001)-  36 01 43.28371(N)    079 52 48.94098(W) AD(       ) 1
 DE9496  ELLIP H (03/13/03)  235.301  (m)                       GP(       ) 4 2
 DE9496  NAD 83(1986)-  36 01 43.29008(N)    079 52 48.94899(W) AD(       ) 1
 DE9496
 DE9496.Superseded values are not recommended for survey control.
 DE9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9496.See file dsdata.txt to determine how the superseded data were derived.
 DE9496
 DE9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0088587710(NAD 83)
 DE9496_MARKER: DD = SURVEY DISK
 DE9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9496_STAMPING: 112W200 1999
 DE9496_MARK LOGO: NC1940
 DE9496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9496+STABILITY: SURFACE MOTION
 DE9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9496+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9496
 DE9496  HISTORY     - Date     Condition        Report By
 DE9496  HISTORY     - 1999     MONUMENTED       NC1940
 DE9496
 DE9496                          STATION DESCRIPTION
 DE9496
 DE9496'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9496'STATION IS ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9496'GREENSBORO GOVERNMENT PLAZA, 1.2 MI (1.9 KM) NORTHEAST OF THE
 DE9496'SEDGEFIELD COMMUNITY.
 DE9496'PROCEED FROM HILLTOP ROAD, ALONG HIGH POINT ROAD FOR 0.5 MI (0.8 KM)
 DE9496'SOUTHWEST, THENCE NORTHWEST FOR 0.35 MI (0.56 KM) ALONG SR 1581
 DE9496'(ROLAND ROAD) TO STATION IN THE SOUTH QUADRANT OF INTERSECTION WITH SR
 DE9496'1662 (CROMWELL ROAD).
 DE9496'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9496'LOCATED 17.3 FT (5.3 M) SOUTHWEST OF CENTERLINE OF SR 1581, 29.8 FT
 DE9496'(9.1 M) SOUTHEAST OF THE CENTERLINE OF SR 1662, AND 7.0 FT (2.1 M)
 DE9496'EAST OF--ROLAND-CROMWELL--SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0416 ***********************************************************************
 FA0416  DESIGNATION -  113 JAS
 FA0416  PID         -  FA0416
 FA0416  STATE/COUNTY-  NC/MECKLENBURG
 FA0416  USGS QUAD   -  HARRISBURG (1993)
 FA0416
 FA0416                         *CURRENT SURVEY CONTROL
 FA0416  ___________________________________________________________________
 FA0416* NAD 83(2001)-  35 19 06.03855(N)    080 44 14.03494(W)     ADJUSTED  
 FA0416* NAVD 88     -       181.469  (meters)     595.37   (feet)  ADJUSTED  
 FA0416  ___________________________________________________________________
 FA0416  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA0416  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA0416  DYNAMIC HT  -         181.304 (meters)     594.83  (feet)  COMP
 FA0416  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 FA0416
 FA0416  HORZ ORDER  -  SECOND
 FA0416  VERT ORDER  -  SECOND    CLASS II
 FA0416
 FA0416.The horizontal coordinates were established by classical geodetic methods
 FA0416.and adjusted by the National Geodetic Survey in August 2005.
 FA0416
 FA0416.The orthometric height was determined by differential leveling
 FA0416.and adjusted in June 1991.
 FA0416
 FA0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0416
 FA0416.The geoid height was determined by GEOID03.
 FA0416
 FA0416.The dynamic height is computed by dividing the NAVD 88
 FA0416.geopotential number by the normal gravity value computed on the
 FA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0416.degrees latitude (g = 980.6199 gals.).
 FA0416
 FA0416.The modeled gravity was interpolated from observed gravity values.
 FA0416
 FA0416;                    North         East     Units Scale Factor Converg.
 FA0416;SPC NC       -   175,358.476   451,657.235   MT  0.99987326   -1 00 09.6
 FA0416;SPC NC       -   575,321.93  1,481,812.11   sFT  0.99987326   -1 00 09.6
 FA0416;UTM  17      - 3,908,378.801   523,884.813   MT  0.99960703   +0 09 06.9
 FA0416
 FA0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0416!SPC NC       -   0.99997629  x   0.99987326  =   0.99984956
 FA0416!UTM  17      -   0.99997629  x   0.99960703  =   0.99958333
 FA0416
 FA0416                          SUPERSEDED SURVEY CONTROL
 FA0416
 FA0416  NAD 83(1986)-  35 19 06.05538(N)    080 44 14.04532(W) AD(       ) 2
 FA0416  NGVD 29 (??/??/92)  181.694  (m)          596.11   (f) ADJ UNCH    2 0
 FA0416
 FA0416.Superseded values are not recommended for survey control.
 FA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0416.See file dsdata.txt to determine how the superseded data were derived.
 FA0416
 FA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2388508379(NAD 83)
 FA0416_MARKER: DB = BENCH MARK DISK
 FA0416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FA0416_SP_SET: BRIDGE ABUTMENT
 FA0416_STAMPING: 113 JAS 1966 596
 FA0416_MARK LOGO: USGS  
 FA0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0416+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 FA0416
 FA0416  HISTORY     - Date     Condition        Report By
 FA0416  HISTORY     - 1966     MONUMENTED       USGS
 FA0416  HISTORY     - 1972     GOOD             NCGS
 FA0416  HISTORY     - 19870101 GOOD             NCGS
 FA0416  HISTORY     - 1990     GOOD             USPSQD
 FA0416  HISTORY     - 19971021 GOOD             NCGS
 FA0416  HISTORY     - 20030430 GOOD             USPSQD
 FA0416  HISTORY     - 20030501 GOOD             NCGS
 FA0416  HISTORY     - 20060831 GOOD             USPSQD
 FA0416
 FA0416                          STATION DESCRIPTION
 FA0416
 FA0416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0416'2.7 MI NW FROM NEWELL.
 FA0416'STATION IS LOCATED APPROXIMATELY 8.6 MILES NE OF DOWNTOWN
 FA0416'CHARLOTTE, ABOUT 2.5 MILES NE ALONG U.S. 29 FROM BRIDGE OVER NC
 FA0416'49, 0.3 MILE SW OF INTERSECTION OF U.S. 29 WITH SR 2833 AND SR 2472,
 FA0416'BETWEEN TWO BRIDGES OVER MALLARD CREEK, IN THE FOUNDATION OF NE
 FA0416'WINGWALL OF S BOUND BRIDGE, APPROX. 18 FT SE OF C/L OF S BOUND
 FA0416'LANE OF U.S. 29 AND APPROX. 22 FT NW OF C/L OF N BOUND LANE OF
 FA0416'U.S. 29.  DISK IS SET IN FOUNDATION OF WINGWALL.
 FA0416
 FA0416                          STATION RECOVERY (1987)
 FA0416
 FA0416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA0416'STATION IS LOCATED IN NEWELL. PROCEED ALONG US 29 FOR 2.6 MI (4.2 KM)
 FA0416'NORTHEAST FROM SR 2840. MARK IS 3-FEET LOWER THAN CENTER OF BRIDGE
 FA0416'OVER MALLARD CREEK, IN TOP OF THE SOUTHEAST ABUTMENT OF SOUTHBOUND
 FA0416'LANE.
 FA0416
 FA0416                          STATION RECOVERY (1990)
 FA0416
 FA0416'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0416'RECOVERED IN GOOD CONDITION.
 FA0416
 FA0416                          STATION RECOVERY (1997)
 FA0416
 FA0416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA0416'RECOVERED AS DESCRIBED.
 FA0416
 FA0416                          STATION RECOVERY (2003)
 FA0416
 FA0416'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA0416'RECOVERED IN GOOD CONDITION.
 FA0416
 FA0416                          STATION RECOVERY (2003)
 FA0416
 FA0416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (PAC)
 FA0416'RECOVERED AS DESCRIBED.
 FA0416
 FA0416                          STATION RECOVERY (2006)
 FA0416
 FA0416'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1359 ***********************************************************************
 FX1359  DESIGNATION -  113.8
 FX1359  PID         -  FX1359
 FX1359  STATE/COUNTY-  NC/EDGECOMBE
 FX1359  USGS QUAD   -  DRAKE (1963)
 FX1359
 FX1359                         *CURRENT SURVEY CONTROL
 FX1359  ___________________________________________________________________
 FX1359* NAD 83(1986)-  36 01 24.     (N)    077 45 47.     (W)     SCALED    
 FX1359* NAVD 88     -        33.63   (+/-2cm)     110.3    (feet)  VERTCON   
 FX1359  ___________________________________________________________________
 FX1359  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 FX1359  VERT ORDER  -  ? (See Below)
 FX1359
 FX1359.The horizontal coordinates were scaled from a topographic map and have
 FX1359.an estimated accuracy of +/- 6 seconds.
 FX1359
 FX1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1359.The vertical order pertains to the NGVD 29 superseded value.
 FX1359
 FX1359.The geoid height was determined by GEOID03.
 FX1359
 FX1359;                    North         East    Units  Estimated Accuracy
 FX1359;SPC NC       -   252,880.      721,090.      MT  (+/- 180 meters Scaled)
 FX1359
 FX1359                          SUPERSEDED SURVEY CONTROL
 FX1359
 FX1359  NGVD 29 (??/??/92)   33.947  (m)          111.37   (f) ADJ UNCH    ?  
 FX1359
 FX1359.Superseded values are not recommended for survey control.
 FX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1359.See file dsdata.txt to determine how the superseded data were derived.
 FX1359
 FX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE510900(NAD 83)
 FX1359_MARKER: Z = SEE DESCRIPTION
 FX1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1359_SP_SET: SIGNAL BASE
 FX1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1359
 FX1359  HISTORY     - Date     Condition        Report By
 FX1359  HISTORY     - UNK      MONUMENTED       CGS
 FX1359  HISTORY     - 1932     GOOD             NGS
 FX1359
 FX1359                          STATION DESCRIPTION
 FX1359
 FX1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1359'2 MI S FROM BATTLEBORO.
 FX1359'IN EDGECOMBE COUNTY, 2 MILES SOUTH ALONG THE ATLANTIC COAST LINE
 FX1359'RAILROAD FROM BATTLEBORO, NASH COUNTY, AT SIGNAL 113.8, AND ON
 FX1359'THE TOP OF THE NORTHWEST CORNER OF THE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1599 ***********************************************************************
 EY1599  DESIGNATION -  113.81
 EY1599  PID         -  EY1599
 EY1599  STATE/COUNTY-  NC/WASHINGTON
 EY1599  USGS QUAD   -  CRESWELL (1974)
 EY1599
 EY1599                         *CURRENT SURVEY CONTROL
 EY1599  ___________________________________________________________________
 EY1599* NAD 83(1986)-  35 47 14.     (N)    076 24 19.     (W)     SCALED    
 EY1599* NAVD 88     -         3.966  (meters)      13.01   (feet)  ADJUSTED  
 EY1599  ___________________________________________________________________
 EY1599  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EY1599  DYNAMIC HT  -           3.962 (meters)      13.00  (feet)  COMP
 EY1599  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 EY1599
 EY1599  VERT ORDER  -  SECOND    CLASS II
 EY1599
 EY1599.The horizontal coordinates were scaled from a topographic map and have
 EY1599.an estimated accuracy of +/- 6 seconds.
 EY1599
 EY1599.The orthometric height was determined by differential leveling
 EY1599.and adjusted in June 1991.
 EY1599
 EY1599.The geoid height was determined by GEOID03.
 EY1599
 EY1599.The dynamic height is computed by dividing the NAVD 88
 EY1599.geopotential number by the normal gravity value computed on the
 EY1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1599.degrees latitude (g = 980.6199 gals.).
 EY1599
 EY1599.The modeled gravity was interpolated from observed gravity values.
 EY1599
 EY1599;                    North         East    Units  Estimated Accuracy
 EY1599;SPC NC       -   229,060.      844,130.      MT  (+/- 180 meters Scaled)
 EY1599
 EY1599                          SUPERSEDED SURVEY CONTROL
 EY1599
 EY1599.No superseded survey control is available for this station.
 EY1599
 EY1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE730612(NAD 83)
 EY1599_MARKER: DD = SURVEY DISK
 EY1599_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY1599_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY1599_STAMPING: 113.81
 EY1599_MARK LOGO: NCGS  
 EY1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1599
 EY1599  HISTORY     - Date     Condition        Report By
 EY1599  HISTORY     - UNK      MONUMENTED       NCGS
 EY1599  HISTORY     - 1976     GOOD             NCGS
 EY1599
 EY1599                          STATION DESCRIPTION
 EY1599
 EY1599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1599'5.6 MI S FROM CRESWELL.
 EY1599'STATION IS ON THE TOP OF AN IRON PIPE AT THE SOUTHWESTERNMOST CORNER
 EY1599'OF SOMERSET HOUSE AT LAKE PHELPS, APPROXIMATELY 800 YARDS SOUTHEAST OF
 EY1599'THE PETTIGREW STATE PARK OFFICE AND BETWEEN THE BRICK WALL AND THE
 EY1599'HOUSE.  14.4 FT. NW OF CENTER LINE OF OLD CARRIAGE PATH, 27.3 FT. S OF
 EY1599'SOUTHWESTERNMOST CORNER OF PORCH OF SOMERSET HOUSE, 1.6 FT. SW OF
 EY1599'CENTER OF BOTTOM FRONT STEP TO HOUSE AND 57.8 FT. N OF BM-WAS-13. DISK
 EY1599'IS SET ON TOP OF AN IRON PIPE AND PROJECTING 3 INCHES ABOVE THE
 EY1599'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9227 ***********************************************************************
 DE9227  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9227  DESIGNATION -  113E 200
 DE9227  PID         -  DE9227
 DE9227  STATE/COUNTY-  NC/GUILFORD
 DE9227  USGS QUAD   -  GREENSBORO (1994)
 DE9227
 DE9227                         *CURRENT SURVEY CONTROL
 DE9227  ___________________________________________________________________
 DE9227* NAD 83(2007)-  36 02 21.07551(N)    079 52 26.95947(W)     ADJUSTED  
 DE9227* NAVD 88     -       267.07   (meters)     876.2    (feet)  GPS OBS   
 DE9227  ___________________________________________________________________
 DE9227  EPOCH DATE  -        2002.00
 DE9227  X           -     907,822.336 (meters)                     COMP
 DE9227  Y           -  -5,083,203.752 (meters)                     COMP
 DE9227  Z           -   3,731,847.472 (meters)                     COMP
 DE9227  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 DE9227  ELLIP HEIGHT-         236.044 (meters)          (02/10/07) ADJUSTED
 DE9227  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9227
 DE9227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9227  Type    PID    Designation                      North   East  Ellip
 DE9227  -------------------------------------------------------------------
 DE9227  NETWORK DE9227 113E 200                          1.55   1.20   2.20
 DE9227  -------------------------------------------------------------------
 DE9227
 DE9227.The horizontal coordinates were established by GPS observations
 DE9227.and adjusted by the National Geodetic Survey in February 2007.
 DE9227
 DE9227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9227.The horizontal coordinates are valid at the epoch date displayed above.
 DE9227.The epoch date for horizontal control is a decimal equivalence
 DE9227.of Year/Month/Day.
 DE9227
 DE9227.The orthometric height was determined by GPS observations and a
 DE9227.high-resolution geoid model.
 DE9227.The orthometric height was determined by GPS observations and a
 DE9227.high-resolution geoid model using precise GPS observation and
 DE9227.processing techniques.
 DE9227
 DE9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9227
 DE9227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9227
 DE9227.The ellipsoidal height was determined by GPS observations
 DE9227.and is referenced to NAD 83.
 DE9227
 DE9227.The geoid height was determined by GEOID03.
 DE9227
 DE9227;                    North         East     Units Scale Factor Converg.
 DE9227;SPC NC       -   254,295.625   530,826.781   MT  0.99996692   -0 30 16.3
 DE9227;SPC NC       -   834,301.56  1,741,554.20   sFT  0.99996692   -0 30 16.3
 DE9227;UTM  17      - 3,988,881.244   601,421.498   MT  0.99972674   +0 39 44.8
 DE9227
 DE9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9227!SPC NC       -   0.99996295  x   0.99996692  =   0.99992988
 DE9227!UTM  17      -   0.99996295  x   0.99972674  =   0.99968970
 DE9227
 DE9227                          SUPERSEDED SURVEY CONTROL
 DE9227
 DE9227  NAD 83(2001)-  36 02 21.07573(N)    079 52 26.95930(W) AD(       ) 1
 DE9227  ELLIP H (03/13/03)  236.051  (m)                       GP(       ) 4 2
 DE9227  NAD 83(1986)-  36 02 21.08208(N)    079 52 26.96731(W) AD(       ) 1
 DE9227
 DE9227.Superseded values are not recommended for survey control.
 DE9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9227.See file dsdata.txt to determine how the superseded data were derived.
 DE9227
 DE9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0142188881(NAD 83)
 DE9227_MARKER: DD = SURVEY DISK
 DE9227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9227_STAMPING: 113E.200 7/97
 DE9227_MARK LOGO: NC1940
 DE9227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9227+STABILITY: SURFACE MOTION
 DE9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9227+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9227
 DE9227  HISTORY     - Date     Condition        Report By
 DE9227  HISTORY     - 1997     MONUMENTED       NC1940
 DE9227
 DE9227                          STATION DESCRIPTION
 DE9227
 DE9227'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9227'STATION IS LOCATED IN GREENSBORO, 5.2 MI (8.4 KM) SOUTHWEST OF THE
 DE9227'DOWNTOWN GOVERNMENT COMPLEX AND 5.5 MI (8.9 KM) SOUTHEAST OF THE
 DE9227'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF FAIRFAX
 DE9227'ROAD AND ROMAINE STREET.
 DE9227'PROCEED ALONG HILLTOP ROAD FOR 0.4 MI (0.6 KM) NORTHWEST FROM
 DE9227'INTERSECTION WITH HIGH POINT ROAD, THENCE RIGHT/NORTHERLY ALONG
 DE9227'FAIRFAX ROAD FOR 0.4 MI (0.6 KM) TO ROMAINE STREET ON RIGHT AND
 DE9227'STATION ON LEFT/WEST SIDE OF ROAD, ON GROUND OF A DUKE POWER COMPLEX
 DE9227'NEAR THE NORTHEASTERN CORNER OF LAWN AND BY THE NORTHERNMOST DRIVEWAY
 DE9227'ENTRANCE TO DUKE POWER BUILDINGS.
 DE9227'MARK IS 1/2-FOOT HIGHER THAN THE CENTERLINE OF FAIRFAX ROAD AND FLUSH
 DE9227'WITH THE GROUND. LOCATED 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF
 DE9227'FAIRFAX ROAD, 31.5 FT (9.6 M) SOUTHWEST OF A POWER POLE AT NORTH EDGE
 DE9227'OF DRIVEWAY ENTRANCE, AND 16.2 FT (4.9 M) WEST-SOUTHWEST OF A MANHOLE
 DE9227'AT THE CENTERLINE OF THE CONCRETE ENTRANCE OF THE PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9228 ***********************************************************************
 DE9228  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9228  DESIGNATION -  113W 201
 DE9228  PID         -  DE9228
 DE9228  STATE/COUNTY-  NC/GUILFORD
 DE9228  USGS QUAD   -  GREENSBORO (1994)
 DE9228
 DE9228                         *CURRENT SURVEY CONTROL
 DE9228  ___________________________________________________________________
 DE9228* NAD 83(2007)-  36 02 12.85182(N)    079 52 02.36158(W)     ADJUSTED  
 DE9228* NAVD 88     -       264.03   (meters)     866.2    (feet)  GPS OBS   
 DE9228  ___________________________________________________________________
 DE9228  EPOCH DATE  -        2002.00
 DE9228  X           -     908,454.331 (meters)                     COMP
 DE9228  Y           -  -5,083,239.871 (meters)                     COMP
 DE9228  Z           -   3,731,640.737 (meters)                     COMP
 DE9228  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DE9228  ELLIP HEIGHT-         233.047 (meters)          (02/10/07) ADJUSTED
 DE9228  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9228
 DE9228  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9228  Type    PID    Designation                      North   East  Ellip
 DE9228  -------------------------------------------------------------------
 DE9228  NETWORK DE9228 113W 201                          1.94   1.49   2.63
 DE9228  -------------------------------------------------------------------
 DE9228
 DE9228.The horizontal coordinates were established by GPS observations
 DE9228.and adjusted by the National Geodetic Survey in February 2007.
 DE9228
 DE9228.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9228.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9228.The horizontal coordinates are valid at the epoch date displayed above.
 DE9228.The epoch date for horizontal control is a decimal equivalence
 DE9228.of Year/Month/Day.
 DE9228
 DE9228.The orthometric height was determined by GPS observations and a
 DE9228.high-resolution geoid model.
 DE9228.The orthometric height was determined by GPS observations and a
 DE9228.high-resolution geoid model using precise GPS observation and
 DE9228.processing techniques.
 DE9228
 DE9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9228
 DE9228.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9228
 DE9228.The ellipsoidal height was determined by GPS observations
 DE9228.and is referenced to NAD 83.
 DE9228
 DE9228.The geoid height was determined by GEOID03.
 DE9228
 DE9228;                    North         East     Units Scale Factor Converg.
 DE9228;SPC NC       -   254,036.770   531,440.284   MT  0.99996637   -0 30 02.1
 DE9228;SPC NC       -   833,452.30  1,743,567.00   sFT  0.99996637   -0 30 02.1
 DE9228;UTM  17      - 3,988,634.997   602,039.997   MT  0.99972829   +0 39 59.1
 DE9228
 DE9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9228!SPC NC       -   0.99996342  x   0.99996637  =   0.99992980
 DE9228!UTM  17      -   0.99996342  x   0.99972829  =   0.99969172
 DE9228
 DE9228                          SUPERSEDED SURVEY CONTROL
 DE9228
 DE9228  NAD 83(2001)-  36 02 12.85207(N)    079 52 02.36138(W) AD(       ) 1
 DE9228  ELLIP H (03/13/03)  233.053  (m)                       GP(       ) 4 2
 DE9228  NAD 83(1986)-  36 02 12.85837(N)    079 52 02.36934(W) AD(       ) 1
 DE9228
 DE9228.Superseded values are not recommended for survey control.
 DE9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9228.See file dsdata.txt to determine how the superseded data were derived.
 DE9228
 DE9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0204088635(NAD 83)
 DE9228_MARKER: DD = SURVEY DISK
 DE9228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9228_STAMPING: 113W.201 7/97
 DE9228_MARK LOGO: NC1940
 DE9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9228+STABILITY: SURFACE MOTION
 DE9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9228+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9228
 DE9228  HISTORY     - Date     Condition        Report By
 DE9228  HISTORY     - 1997     MONUMENTED       NC1940
 DE9228
 DE9228                          STATION DESCRIPTION
 DE9228
 DE9228'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9228'STATION IS LOCATED IN GREENSBORO, ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF
 DE9228'THE DOWNTOWN GOVERNMENT COMPLEX AND 5.2 MI (8.4 KM) SOUTHEAST OF THE
 DE9228'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF ROMAINE
 DE9228'STREET AND WHIPPOORWILL DRIVE.
 DE9228'PROCEED ALONG HIGH POINT ROAD FOR 1.4 MI (2.3 KM) SOUTHWEST FROM THE
 DE9228'I-40 OVERPASS, THENCE RIGHT/NORTHWESTERLY ALONG ROMAINE STREET FOR 0.2
 DE9228'MI (0.3 KM) TO WHIPPOORWILL DRIVE ON RIGHT AND STATION ON RIGHT, IN
 DE9228'EASTERN QUADRANT OF INTERSECTION.
 DE9228'MARK IS 1/2-FOOT HIGHER THAN THE CENTERLINE OF THE ROAD AND RECESSED 1
 DE9228'INCH BELOW GROUND. LOCATED 22.0 FT (6.7 M) NORTH-NORTHEAST OF THE
 DE9228'CENTERLINE OF ROMAINE STREET, 29.2 FT (8.9 M) EAST-SOUTHEAST OF
 DE9228'CENTERLINE OF WHIPPOORWILL DRIVE, 23.2 FT (7.1 M) NORTHEAST OF A
 DE9228'MANHOLE IN CENTERLINE OF ROMAINE STREET, AND 8.0 FT (2.4 M) SOUTHEAST
 DE9228'OF--ROMAINE/WHIPPOORWILL--STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0903 ***********************************************************************
 EY0903  DESIGNATION -  114
 EY0903  PID         -  EY0903
 EY0903  STATE/COUNTY-  NC/NASH
 EY0903  USGS QUAD   -  ROCKY MOUNT (1977)
 EY0903
 EY0903                         *CURRENT SURVEY CONTROL
 EY0903  ___________________________________________________________________
 EY0903* NAD 83(1986)-  35 56 14.     (N)    077 47 54.     (W)     SCALED    
 EY0903* NAVD 88     -        34.487  (meters)     113.15   (feet)  POSTED    
 EY0903  ___________________________________________________________________
 EY0903  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY0903  DYNAMIC HT  -          34.460 (meters)     113.06  (feet)  COMP
 EY0903  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 EY0903
 EY0903  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EY0903
 EY0903.The horizontal coordinates were scaled from a topographic map and have
 EY0903.an estimated accuracy of +/- 6 seconds.
 EY0903
 EY0903.The orthometric height was determined by differential leveling
 EY0903.and adjusted by the  in 1992.
 EY0903.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EY0903.was located on a no-check spur therefore a value was not computed.
 EY0903.No vertical observational check was made to the station.
 EY0903
 EY0903.The geoid height was determined by GEOID03.
 EY0903
 EY0903.The dynamic height is computed by dividing the NAVD 88
 EY0903.geopotential number by the normal gravity value computed on the
 EY0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0903.degrees latitude (g = 980.6199 gals.).
 EY0903
 EY0903.The modeled gravity was interpolated from observed gravity values.
 EY0903
 EY0903;                    North         East    Units  Estimated Accuracy
 EY0903;SPC NC       -   243,290.      718,030.      MT  (+/- 180 meters Scaled)
 EY0903
 EY0903                          SUPERSEDED SURVEY CONTROL
 EY0903
 EY0903  NGVD 29 (??/??/92)   34.816  (m)          114.23   (f) ADJ UNCH    2 0
 EY0903
 EY0903.Superseded values are not recommended for survey control.
 EY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0903.See file dsdata.txt to determine how the superseded data were derived.
 EY0903
 EY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE475806(NAD 83)
 EY0903_MARKER: P = PIPE CAP
 EY0903_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0903_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0903_STAMPING: 114 RALEIGH N CAR
 EY0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0903
 EY0903  HISTORY     - Date     Condition        Report By
 EY0903  HISTORY     - UNK      MONUMENTED       USGS
 EY0903  HISTORY     - 1964     GOOD             NGS
 EY0903  HISTORY     - 20030209 MARK NOT FOUND   USPSQD
 EY0903  HISTORY     - 20040622 MARK NOT FOUND   USPSQD
 EY0903  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 EY0903
 EY0903                          STATION DESCRIPTION
 EY0903
 EY0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EY0903'AT ROCKY MOUNT.
 EY0903'IN NASH COUNTY, AT ROCKY MOUNT, NASH AND EDGECOMBE COUNTIES, AT
 EY0903'THE EAST SIDE OF THE ATLANTIC COAST LINE RAILROAD Y.M.C.A.
 EY0903'BUILDING, AT THE NORTH END OF THE FRONT STEPS, 8.0 FEET EAST OF
 EY0903'THE EAST EDGE OF THE FRONT PORCH, AND 4 FEET NORTH OF THE COPING.
 EY0903'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 114
 EY0903'RALEIGH N CAR AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 EY0903'NOTE.-- IT WAS REPORTED IN MAY 1935 THAT THIS BENCH MARK HAD
 EY0903'APPARENTLY BEEN MOVED AND WAS LOCATED 2 FEET EAST OF THE EAST EDGE
 EY0903'OF THE PORCH, 2 FEET NORTH OF THE COPING, ABOUT 3 INCHES UNDER
 EY0903'GROUND, AND SET IN A 12- BY 12-INCH CONCRETE BLOCK.  THIS
 EY0903'ELEVATION SHOULD BE USED WITH CAUTION AS IT IS NOT KNOWN WHETHER
 EY0903'THIS BENCH MARK WAS MOVED PRIOR OR SUBSEQUENT TO THE LEVELING OF
 EY0903'1932.
 EY0903
 EY0903                          STATION RECOVERY (2003)
 EY0903
 EY0903'RECOVERY NOTE BY US POWER SQUADRON 2003 (WER)
 EY0903'MARK NOT FOUND.
 EY0903
 EY0903                          STATION RECOVERY (2004)
 EY0903
 EY0903'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0903'MARK NOT FOUND.
 EY0903
 EY0903                          STATION RECOVERY (2005)
 EY0903
 EY0903'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1630 ***********************************************************************
 FX1630  DESIGNATION -  114.8
 FX1630  PID         -  FX1630
 FX1630  STATE/COUNTY-  NC/EDGECOMBE
 FX1630  USGS QUAD   -  DRAKE (1963)
 FX1630
 FX1630                         *CURRENT SURVEY CONTROL
 FX1630  ___________________________________________________________________
 FX1630* NAD 83(1986)-  36 00 35.     (N)    077 46 14.     (W)     SCALED    
 FX1630* NAVD 88     -        39.75   (+/-2cm)     130.4    (feet)  VERTCON   
 FX1630  ___________________________________________________________________
 FX1630  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 FX1630  VERT ORDER  -  ? (See Below)
 FX1630
 FX1630.The horizontal coordinates were scaled from a topographic map and have
 FX1630.an estimated accuracy of +/- 6 seconds.
 FX1630
 FX1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX1630.The vertical order pertains to the NGVD 29 superseded value.
 FX1630
 FX1630.The geoid height was determined by GEOID03.
 FX1630
 FX1630;                    North         East    Units  Estimated Accuracy
 FX1630;SPC NC       -   251,370.      720,430.      MT  (+/- 180 meters Scaled)
 FX1630
 FX1630                          SUPERSEDED SURVEY CONTROL
 FX1630
 FX1630  NGVD 29 (??/??/92)   40.065  (m)          131.45   (f) ADJ UNCH    ?  
 FX1630
 FX1630.Superseded values are not recommended for survey control.
 FX1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1630.See file dsdata.txt to determine how the superseded data were derived.
 FX1630
 FX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE502885(NAD 83)
 FX1630_MARKER: Z = SEE DESCRIPTION
 FX1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX1630_SP_SET: SIGNAL BASE
 FX1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX1630
 FX1630  HISTORY     - Date     Condition        Report By
 FX1630  HISTORY     - UNK      MONUMENTED       CGS
 FX1630  HISTORY     - 1932     GOOD             NGS
 FX1630
 FX1630                          STATION DESCRIPTION
 FX1630
 FX1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FX1630'3 MI S FROM BATTLEBORO.
 FX1630'IN EDGECOMBE COUNTY, 3 MILES SOUTH ALONG THE ATLANTIC COAST LINE
 FX1630'RAILROAD FROM BATTLEBORO, NASH COUNTY, AT SIGNAL 114.8, AND ON
 FX1630'THE TOP OF THE NORTHWEST CORNER OF THE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2403 ***********************************************************************
 EZ2403  DESIGNATION -  115 DRD
 EZ2403  PID         -  EZ2403
 EZ2403  STATE/COUNTY-  NC/WAKE
 EZ2403  USGS QUAD   -  ROLESVILLE (1993)
 EZ2403
 EZ2403                         *CURRENT SURVEY CONTROL
 EZ2403  ___________________________________________________________________
 EZ2403* NAD 83(2001)-  35 54 57.93486(N)    078 23 07.13868(W)     ADJUSTED  
 EZ2403* NAVD 88     -        99.734  (meters)     327.21   (feet)  ADJUSTED  
 EZ2403  ___________________________________________________________________
 EZ2403  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 EZ2403  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 EZ2403  DYNAMIC HT  -          99.647 (meters)     326.93  (feet)  COMP
 EZ2403  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 EZ2403
 EZ2403  HORZ ORDER  -  SECOND
 EZ2403  VERT ORDER  -  SECOND    CLASS II
 EZ2403
 EZ2403.The horizontal coordinates were established by classical geodetic methods
 EZ2403.and adjusted by the National Geodetic Survey in August 2005.
 EZ2403
 EZ2403.The orthometric height was determined by differential leveling
 EZ2403.and adjusted in June 1991.
 EZ2403
 EZ2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2403
 EZ2403.The geoid height was determined by GEOID03.
 EZ2403
 EZ2403.The dynamic height is computed by dividing the NAVD 88
 EZ2403.geopotential number by the normal gravity value computed on the
 EZ2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2403.degrees latitude (g = 980.6199 gals.).
 EZ2403
 EZ2403.The modeled gravity was interpolated from observed gravity values.
 EZ2403
 EZ2403;                    North         East     Units Scale Factor Converg.
 EZ2403;SPC NC       -   240,462.781   665,078.319   MT  0.99993969   +0 21 17.2
 EZ2403;SPC NC       -   788,918.31  2,182,011.12   sFT  0.99993969   +0 21 17.2
 EZ2403;UTM  17      - 3,977,801.142   735,930.357   MT  1.00028594   +1 32 04.1
 EZ2403
 EZ2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2403!SPC NC       -   0.99998962  x   0.99993969  =   0.99992931
 EZ2403!UTM  17      -   0.99998962  x   1.00028594  =   1.00027556
 EZ2403
 EZ2403|---------------------------------------------------------------------|
 EZ2403| PID    Reference Object                     Distance      Geod. Az  |
 EZ2403|                                                           dddmmss.s |
 EZ2403| EZ2402 MILLPOND                            258.836 METERS 13545     |
 EZ2403| EZ2405 BUD                                 APPROX. 1.5 KM 3165117.6 |
 EZ2403|---------------------------------------------------------------------|
 EZ2403
 EZ2403                          SUPERSEDED SURVEY CONTROL
 EZ2403
 EZ2403  NAD 83(1986)-  35 54 57.94061(N)    078 23 07.14985(W) AD(       ) 2
 EZ2403  NAD 27      -  35 54 57.38811(N)    078 23 08.15703(W) AD(       ) 2
 EZ2403  NGVD 29 (??/??/92)  100.014  (m)          328.13   (f) ADJ UNCH    2 2
 EZ2403
 EZ2403.Superseded values are not recommended for survey control.
 EZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2403.See file dsdata.txt to determine how the superseded data were derived.
 EZ2403
 EZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3593077801(NAD 83)
 EZ2403_MARKER: DD = SURVEY DISK
 EZ2403_SETTING: 0 = UNSPECIFIED SETTING
 EZ2403_STAMPING: 115 DRD 1960
 EZ2403_MARK LOGO: USGS  
 EZ2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2403
 EZ2403  HISTORY     - Date     Condition        Report By
 EZ2403  HISTORY     - 1976     MONUMENTED       USGS
 EZ2403  HISTORY     - 1976     GOOD             NCGS
 EZ2403  HISTORY     - 20070906 POOR             GEOCAC
 EZ2403
 EZ2403                          STATION DESCRIPTION
 EZ2403
 EZ2403'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (ACD)
 EZ2403'115 DRD IS A U.S. GEOLOGICAL SURVEY BENCH MARK IN THE VICINITY
 EZ2403'OF ROLESVILLE, NORTH CAROLINA AND TRAVERSED THROUGH BY THE
 EZ2403'N. C. GEODETIC SURVEY IN 1976.
 EZ2403'
 EZ2403'115 DRD IS LOCATED APPROXIMATELY 4.1 MILES EAST OF ROLESVILLE
 EZ2403'AND 7.4 MILES NNW OF ZEBULON.  TO REACH STATION FROM INTERSECTION
 EZ2403'OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED
 EZ2403'SOUTHEAST ALONG NC 96 FOR 3.1 MILES TO SR 2303 (NE) AND STATION
 EZ2403'ON RIGHT AND SOUTH OF THE T INTERSECTION AND IN AN OLD CONCRETE
 EZ2403'GAS PUMP ISLAND IN FRONT OF THE COMMUNITY RECREATION CENTER.
 EZ2403'
 EZ2403'STATION MARK IS A STANDARD USGS BENCH MARK DISK,
 EZ2403'STAMPED---115 DRD 1960---,
 EZ2403'SET FLUSH IN DRILL HOLE IN CONCRETE GAS PUMP ISLAND.
 EZ2403'
 EZ2403'MARK IS 39.3 FT SW OF C/L OF NC 96
 EZ2403'
 EZ2403'173.0 FT SSE OF C/L INTERSECTION OF NC 96 WITH SR 2303
 EZ2403'
 EZ2403'21.1 FT NNE OF CENTER OF FRONT DOOR OF COMMUNITY RECREATION CENTER
 EZ2403'
 EZ2403'5.9 FT NNW OF METAL LIGHT POLE
 EZ2403'
 EZ2403'24.8 FT ESE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG
 EZ2403
 EZ2403                          STATION RECOVERY (1976)
 EZ2403
 EZ2403'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2403'4.1 MI E FROM ROLESVILLE.
 EZ2403'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2403'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 3.1 MILES TO SR 2303
 EZ2403'(NE) AND STATION ON RIGHT AND SOUTH OF THE T INTERSECTION, IN AN OLD
 EZ2403'CONCRETE GAS PUMP ISLAND IN FRONT OF THE COMMUNITY RECREATION CENTER.
 EZ2403'39.3 FT. SW OF CENTERLINE OF NC 96, 173.0 FT. SSE OF CENTERLINE
 EZ2403'INTERSECTION OF NC 96 WITH SR 2303, 21.1 FT. NNE OF CENTER OF FRONT
 EZ2403'DOOR TO COMMUNITY RECREATION CENTER, 5.9 FT. NNW OF METAL LIGHT POLE
 EZ2403'AND 24.8 FT. ESE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG.  DISK IS SET
 EZ2403'FLUSH IN DRILL HOLE.
 EZ2403
 EZ2403                          STATION RECOVERY (2007)
 EZ2403
 EZ2403'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2403'ACCORDING TO THE OWNER OF MITCHELL FOOD MART, THE MARK EXISTS
 EZ2403'UNDERNEATH THE CABINET OF A FUEL PUMP. WHEN THE ISLAND WAS
 EZ2403'RECONSTRUCTED, CARE WAS TAKEN TO PRESERVE THE STATION. THE OWNER WILL
 EZ2403'UNLOCK THE CABINET, UPON REQUEST, FOR ACCESS TO THE DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9242 ***********************************************************************
 DE9242  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9242  DESIGNATION -  115W 200
 DE9242  PID         -  DE9242
 DE9242  STATE/COUNTY-  NC/GUILFORD
 DE9242  USGS QUAD   -  GUILFORD (1994)
 DE9242
 DE9242                         *CURRENT SURVEY CONTROL
 DE9242  ___________________________________________________________________
 DE9242* NAD 83(2007)-  36 03 36.27377(N)    079 52 33.03986(W)     ADJUSTED  
 DE9242* NAVD 88     -       256.23   (meters)     840.6    (feet)  GPS OBS   
 DE9242  ___________________________________________________________________
 DE9242  EPOCH DATE  -        2002.00
 DE9242  X           -     907,431.165 (meters)                     COMP
 DE9242  Y           -  -5,081,879.022 (meters)                     COMP
 DE9242  Z           -   3,733,715.046 (meters)                     COMP
 DE9242  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 DE9242  ELLIP HEIGHT-         225.113 (meters)          (02/10/07) ADJUSTED
 DE9242  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DE9242
 DE9242  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9242  Type    PID    Designation                      North   East  Ellip
 DE9242  -------------------------------------------------------------------
 DE9242  NETWORK DE9242 115W 200                          1.76   1.35   2.31
 DE9242  -------------------------------------------------------------------
 DE9242
 DE9242.The horizontal coordinates were established by GPS observations
 DE9242.and adjusted by the National Geodetic Survey in February 2007.
 DE9242
 DE9242.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9242.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9242.The horizontal coordinates are valid at the epoch date displayed above.
 DE9242.The epoch date for horizontal control is a decimal equivalence
 DE9242.of Year/Month/Day.
 DE9242
 DE9242.The orthometric height was determined by GPS observations and a
 DE9242.high-resolution geoid model.
 DE9242.The orthometric height was determined by GPS observations and a
 DE9242.high-resolution geoid model using precise GPS observation and
 DE9242.processing techniques.
 DE9242
 DE9242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9242
 DE9242.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9242
 DE9242.The ellipsoidal height was determined by GPS observations
 DE9242.and is referenced to NAD 83.
 DE9242
 DE9242.The geoid height was determined by GEOID03.
 DE9242
 DE9242;                    North         East     Units Scale Factor Converg.
 DE9242;SPC NC       -   256,614.581   530,695.030   MT  0.99997199   -0 30 19.8
 DE9242;SPC NC       -   841,909.67  1,741,121.94   sFT  0.99997199   -0 30 19.8
 DE9242;UTM  17      - 3,991,196.473   601,242.583   MT  0.99972630   +0 39 42.4
 DE9242
 DE9242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9242!SPC NC       -   0.99996467  x   0.99997199  =   0.99993666
 DE9242!UTM  17      -   0.99996467  x   0.99972630  =   0.99969098
 DE9242
 DE9242                          SUPERSEDED SURVEY CONTROL
 DE9242
 DE9242  NAD 83(2001)-  36 03 36.27406(N)    079 52 33.03963(W) AD(       ) 1
 DE9242  ELLIP H (03/13/03)  225.115  (m)                       GP(       ) 4 2
 DE9242  NAD 83(1986)-  36 03 36.28008(N)    079 52 33.04805(W) AD(       ) 1
 DE9242
 DE9242.Superseded values are not recommended for survey control.
 DE9242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9242.See file dsdata.txt to determine how the superseded data were derived.
 DE9242
 DE9242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0124391196(NAD 83)
 DE9242_MARKER: DD = SURVEY DISK
 DE9242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9242_STAMPING: 115W.200 7/97
 DE9242_MARK LOGO: NC1940
 DE9242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9242+STABILITY: SURFACE MOTION
 DE9242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9242+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9242
 DE9242  HISTORY     - Date     Condition        Report By
 DE9242  HISTORY     - 1997     MONUMENTED       NC1940
 DE9242
 DE9242                          STATION DESCRIPTION
 DE9242
 DE9242'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9242'STATION IS LOCATED IN GREENSBORO, ABOUT 4.5 MI (7.2 KM) WEST-SOUTHWEST
 DE9242'OF DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF WENDOVER AVENUE
 DE9242'AND TRI-CITY BOULEVARD.
 DE9242'ALONG WENDOVER AVENUE FOR 0.95 MI (1.53 KM) EAST FROM THE I-40
 DE9242'UNDERPASS TO TRI-CITY BOULEVARD, AND STATION IN THE NORTHEAST QUADRANT
 DE9242'OF INTERSECTION.
 DE9242'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTERLINE OF WENDOVER AVENUE AND
 DE9242'FLUSH WITH THE GROUND. LOCATED 44.3 FT (13.5 M) NORTH OF THE
 DE9242'CENTERLINE OF WENDOVER AVENUE, 47.2 FT (14.4 M) EAST OF CENTERLINE OF
 DE9242'TRI-CITY BOULEVARD, AND 33.6 FT (10.2 M) SOUTHEAST OF SOUTHWEST
 DE9242'MANHOLE OVER DROP-INLET ON TRI-CITY BOULEVARD, AND 14.2 FT (4.3 M)
 DE9242'SOUTH OF THE CORNER OF NISSAN PARKING LOT (AT DROP-INLET).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4258 ***********************************************************************
 FX4258  DESIGNATION -  116 WSM
 FX4258  PID         -  FX4258
 FX4258  STATE/COUNTY-  NC/NASH
 FX4258  USGS QUAD   -  RINGWOOD (1963)
 FX4258
 FX4258                         *CURRENT SURVEY CONTROL
 FX4258  ___________________________________________________________________
 FX4258* NAD 83(2001)-  36 07 45.11511(N)    077 48 05.65549(W)     ADJUSTED  
 FX4258* NAVD 88     -        41.59   (+/-2cm)     136.4    (feet)  VERTCON   
 FX4258  ___________________________________________________________________
 FX4258  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FX4258  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX4258  HORZ ORDER  -  SECOND
 FX4258  VERT ORDER  -  THIRD ? (See Below)
 FX4258
 FX4258.The horizontal coordinates were established by classical geodetic methods
 FX4258.and adjusted by the National Geodetic Survey in August 2005.
 FX4258
 FX4258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4258.The vertical order pertains to the NGVD 29 superseded value.
 FX4258
 FX4258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4258
 FX4258.The geoid height was determined by GEOID03.
 FX4258
 FX4258;                    North         East     Units Scale Factor Converg.
 FX4258;SPC NC       -   264,587.398   717,475.751   MT  0.99998976   +0 41 30.1
 FX4258;SPC NC       -   868,067.15  2,353,918.36   sFT  0.99998976   +0 41 30.1
 FX4258;UTM  18      - 4,001,914.562   247,882.692   MT  1.00038327   -1 39 09.7
 FX4258
 FX4258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4258!SPC NC       -   0.99999892  x   0.99998976  =   0.99998868
 FX4258!UTM  18      -   0.99999892  x   1.00038327  =   1.00038218
 FX4258
 FX4258                          SUPERSEDED SURVEY CONTROL
 FX4258
 FX4258  NAD 83(1993)-  36 07 45.12325(N)    077 48 05.66248(W) AD(       ) 2
 FX4258  NAD 83(1986)-  36 07 45.12177(N)    077 48 05.66631(W) AD(       ) 2
 FX4258  NAD 27      -  36 07 44.56880(N)    077 48 06.73346(W) AD(       ) 2
 FX4258  NGVD 29 (07/19/86)   41.90   (m)          137.5    (f) LEVELING    3  
 FX4258
 FX4258.Superseded values are not recommended for survey control.
 FX4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4258.See file dsdata.txt to determine how the superseded data were derived.
 FX4258
 FX4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4788301915(NAD 83)
 FX4258_MARKER: DD = SURVEY DISK
 FX4258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4258+STABILITY: SURFACE MOTION
 FX4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4258+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 FX4258
 FX4258  HISTORY     - Date     Condition        Report By
 FX4258  HISTORY     - 1973     MONUMENTED       USGS
 FX4258  HISTORY     - 20050213 GOOD             USPSQD
 FX4258  HISTORY     - 20060315 GOOD             USPSQD
 FX4258
 FX4258                          STATION DESCRIPTION
 FX4258
 FX4258'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 FX4258'116 WSM IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 FX4258'OF WHITAKERS, NORTH CAROLINA.
 FX4258'
 FX4258'116 WSM IS LOCATED APPROXIMATELY 5.2 MILES WNW OF WHITAKERS AND 13.0
 FX4258'MILES NORTH OF ROCKY MOUNT.  STATION IS LOCATED IN THE SMALL
 FX4258'COMMUNITY OF HICKORY IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 FX4258'OF NC 44 AND NC 48, 0.35 MILE WEST OF NC 44 OVERPASS OF I-95 AND
 FX4258'APPROXIMATELY 110 FEET WEST OF THE CROSSROADS.
 FX4258'
 FX4258'STATION MARK IS A STANDARD U. S. GEOLOGICAL SURVEY DISK, STAMPED 116
 FX4258'WSM 1955, WHICH IS SET IN A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FX4258'1 INCH BELOW THE GROUND.
 FX4258'
 FX4258'MARK IS
 FX4258'25.0 FEET SSW OF C/L OF NC 44.
 FX4258'62.0 FEET N OF NW CORNER OF CHURCH.
 FX4258'27.0 FEET ESE OF PP WITH TRANSFORMER.
 FX4258'40.6 FEET ENE OF PP WITH LIGHT.
 FX4258'70.1 FEET NNW OF 30 INCH WATER OAK.
 FX4258
 FX4258                          STATION RECOVERY (2005)
 FX4258
 FX4258'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 FX4258'RECOVERED IN GOOD CONDITION.
 FX4258
 FX4258                          STATION RECOVERY (2006)
 FX4258
 FX4258'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX4258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0624 ***********************************************************************
 FA0624  DESIGNATION -  1164 MC
 FA0624  PID         -  FA0624
 FA0624  STATE/COUNTY-  NC/CATAWBA
 FA0624  USGS QUAD   -  HICKORY (1993)
 FA0624
 FA0624                         *CURRENT SURVEY CONTROL
 FA0624  ___________________________________________________________________
 FA0624* NAD 83(1986)-  35 43 56.     (N)    081 20 31.     (W)     SCALED    
 FA0624* NAVD 88     -       354.367  (meters)    1162.62   (feet)  ADJUSTED  
 FA0624  ___________________________________________________________________
 FA0624  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA0624  DYNAMIC HT  -         354.030 (meters)    1161.51  (feet)  COMP
 FA0624  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FA0624
 FA0624  VERT ORDER  -  FIRST     CLASS I
 FA0624
 FA0624.The horizontal coordinates were scaled from a topographic map and have
 FA0624.an estimated accuracy of +/- 6 seconds.
 FA0624
 FA0624.The orthometric height was determined by differential leveling
 FA0624.and adjusted in June 1991.
 FA0624
 FA0624.The geoid height was determined by GEOID03.
 FA0624
 FA0624.The dynamic height is computed by dividing the NAVD 88
 FA0624.geopotential number by the normal gravity value computed on the
 FA0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0624.degrees latitude (g = 980.6199 gals.).
 FA0624
 FA0624.The modeled gravity was interpolated from observed gravity values.
 FA0624
 FA0624;                    North         East    Units  Estimated Accuracy
 FA0624;SPC NC       -   222,390.      397,770.      MT  (+/- 180 meters Scaled)
 FA0624
 FA0624                          SUPERSEDED SURVEY CONTROL
 FA0624
 FA0624  NGVD 29 (??/??/92)  354.55   (m)         1163.2    (f) COMPUTED    1 1
 FA0624
 FA0624.Superseded values are not recommended for survey control.
 FA0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0624.See file dsdata.txt to determine how the superseded data were derived.
 FA0624
 FA0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV690543(NAD 83)
 FA0624_MARKER: DD = SURVEY DISK
 FA0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0624_SP_SET: BUILDING
 FA0624_STAMPING: 1164
 FA0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0624
 FA0624  HISTORY     - Date     Condition        Report By
 FA0624  HISTORY     - UNK      MONUMENTED       USGS
 FA0624  HISTORY     - 1933     GOOD             NGS
 FA0624
 FA0624                          STATION DESCRIPTION
 FA0624
 FA0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FA0624'AT HICKORY.
 FA0624'SET VERTICALLY IN NORTH EAST CORNER OF FIRST NATIONAL BANK.
 FA0624'IN EAST WALL TWO FEET SOUTH OF NORTH WALL.  TWENTY FIVE FEET NORTH
 FA0624'OF EAST ENTRANCE.  TWENTY FEET SOUTH OF CENTER LINE OF UNION
 FA0624'SQUARE.  THREE FEET ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0625 ***********************************************************************
 FA0625  DESIGNATION -  1164 RESET
 FA0625  PID         -  FA0625
 FA0625  STATE/COUNTY-  NC/CATAWBA
 FA0625  USGS QUAD   -  HICKORY (1993)
 FA0625
 FA0625                         *CURRENT SURVEY CONTROL
 FA0625  ___________________________________________________________________
 FA0625* NAD 83(1986)-  35 43 59.     (N)    081 20 33.     (W)     SCALED    
 FA0625* NAVD 88     -       354.36   (+/-2cm)    1162.6    (feet)  VERTCON   
 FA0625  ___________________________________________________________________
 FA0625  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA0625  VERT ORDER  -  ? (See Below)
 FA0625
 FA0625.The horizontal coordinates were scaled from a topographic map and have
 FA0625.an estimated accuracy of +/- 6 seconds.
 FA0625
 FA0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA0625.The vertical order pertains to the NGVD 29 superseded value.
 FA0625
 FA0625.The geoid height was determined by GEOID03.
 FA0625
 FA0625;                    North         East    Units  Estimated Accuracy
 FA0625;SPC NC       -   222,480.      397,720.      MT  (+/- 180 meters Scaled)
 FA0625
 FA0625                          SUPERSEDED SURVEY CONTROL
 FA0625
 FA0625  NGVD 29 (??/??/92)  354.546  (m)         1163.21   (f) ADJ UNCH    ?  
 FA0625
 FA0625.Superseded values are not recommended for survey control.
 FA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0625.See file dsdata.txt to determine how the superseded data were derived.
 FA0625
 FA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV690543(NAD 83)
 FA0625_MARKER: DD = SURVEY DISK
 FA0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0625_SP_SET: BUILDING
 FA0625_STAMPING: ELEV 1163.351 FT
 FA0625_MARK LOGO: USGS  
 FA0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0625
 FA0625  HISTORY     - Date     Condition        Report By
 FA0625  HISTORY     - UNK      MONUMENTED       USGS
 FA0625  HISTORY     - 1967     GOOD             CGS
 FA0625
 FA0625                          STATION DESCRIPTION
 FA0625
 FA0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0625'0.1 MI NW FROM HICKORY.
 FA0625'ABOUT 0.05 MILE NORTH ALONG 2ND STREET PLACE SOUTHWEST FROM THE
 FA0625'SOUTHERN RAILWAY COMPANY RAILROAD STATION AT HICKORY, THENCE
 FA0625'0.05 MILE WEST ALONG UNION SQUARE NORTHWEST, A U.S. GEOLOGICAL
 FA0625'SURVEY DISK SET VERTICALLY IN THE EAST FACE OF THE EAST GRANITE
 FA0625'WALL OF THE FIRST CITIZENS BANK AND TRUST COMPANY BUILDING, 18
 FA0625'FEET SOUTH OF THE CENTERLINE OF UNION SQUARE NORTHWEST, 1.8 FEET
 FA0625'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 2.2
 FA0625'FEET ABOVE THE LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9479 ***********************************************************************
 DE9479  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9479  DESIGNATION -  116W 200
 DE9479  PID         -  DE9479
 DE9479  STATE/COUNTY-  NC/GUILFORD
 DE9479  USGS QUAD   -  GUILFORD (1994)
 DE9479
 DE9479                         *CURRENT SURVEY CONTROL
 DE9479  ___________________________________________________________________
 DE9479* NAD 83(2007)-  36 04 14.44360(N)    079 52 56.75488(W)     ADJUSTED  
 DE9479* NAVD 88     -       277.79   (meters)     911.4    (feet)  GPS OBS   
 DE9479  ___________________________________________________________________
 DE9479  EPOCH DATE  -        2002.00
 DE9479  X           -     906,728.254 (meters)                     COMP
 DE9479  Y           -  -5,081,318.555 (meters)                     COMP
 DE9479  Z           -   3,734,678.732 (meters)                     COMP
 DE9479  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9479  ELLIP HEIGHT-         246.595 (meters)          (02/10/07) ADJUSTED
 DE9479  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DE9479
 DE9479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9479  Type    PID    Designation                      North   East  Ellip
 DE9479  -------------------------------------------------------------------
 DE9479  NETWORK DE9479 116W 200                          1.33   1.22   2.00
 DE9479  -------------------------------------------------------------------
 DE9479
 DE9479.The horizontal coordinates were established by GPS observations
 DE9479.and adjusted by the National Geodetic Survey in February 2007.
 DE9479
 DE9479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9479.The horizontal coordinates are valid at the epoch date displayed above.
 DE9479.The epoch date for horizontal control is a decimal equivalence
 DE9479.of Year/Month/Day.
 DE9479
 DE9479.The orthometric height was determined by GPS observations and a
 DE9479.high-resolution geoid model.
 DE9479.The orthometric height was determined by GPS observations and a
 DE9479.high-resolution geoid model using precise GPS observation and
 DE9479.processing techniques.
 DE9479
 DE9479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9479
 DE9479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9479
 DE9479.The ellipsoidal height was determined by GPS observations
 DE9479.and is referenced to NAD 83.
 DE9479
 DE9479.The geoid height was determined by GEOID03.
 DE9479
 DE9479;                    North         East     Units Scale Factor Converg.
 DE9479;SPC NC       -   257,796.240   530,112.024   MT  0.99997462   -0 30 33.5
 DE9479;SPC NC       -   845,786.50  1,739,209.20   sFT  0.99997462   -0 30 33.5
 DE9479;UTM  17      - 3,992,365.720   600,635.776   MT  0.99972479   +0 39 29.0
 DE9479
 DE9479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9479!SPC NC       -   0.99996130  x   0.99997462  =   0.99993592
 DE9479!UTM  17      -   0.99996130  x   0.99972479  =   0.99968610
 DE9479
 DE9479                          SUPERSEDED SURVEY CONTROL
 DE9479
 DE9479  NAD 83(2001)-  36 04 14.44391(N)    079 52 56.75463(W) AD(       ) 1
 DE9479  ELLIP H (03/13/03)  246.599  (m)                       GP(       ) 4 2
 DE9479  NAD 83(1986)-  36 04 14.44991(N)    079 52 56.76300(W) AD(       ) 1
 DE9479
 DE9479.Superseded values are not recommended for survey control.
 DE9479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9479.See file dsdata.txt to determine how the superseded data were derived.
 DE9479
 DE9479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0063692366(NAD 83)
 DE9479_MARKER: DD = SURVEY DISK
 DE9479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9479_STAMPING: 116W200 1999
 DE9479_MARK LOGO: NC1940
 DE9479_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9479+STABILITY: SURFACE MOTION
 DE9479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9479+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9479
 DE9479  HISTORY     - Date     Condition        Report By
 DE9479  HISTORY     - 1999     MONUMENTED       NC1940
 DE9479
 DE9479                          STATION DESCRIPTION
 DE9479
 DE9479'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9479'STATION IS ABOUT 5.1 MI (8.2 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9479'GOVERNMENT PLAZA, AND 1.6 MI (2.6 KM) SOUTH OF GUILFORD COLLEGE.
 DE9479'ALONG WEST MARKET STREET, 1.0 MI (1.6 KM) EAST OF GUILFORD COLLEGE
 DE9479'ROAD, IN THE SOUTHWEST QUARDRANT OF INTERSECTION WITH EDWARDIA AVENUE.
 DE9479'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE EDGE OF PAVEMENT AND FLUSH WITH
 DE9479'THE GROUND. LOCATED 17.7 FT (5.4 M) SOUTHWEST OF THE CENTERLINE OF
 DE9479'EASTBOUND LANES OF MARKET STREET, 49.4 FT (15.1 M) SOUTHEAST OF
 DE9479'CENTERLINE OF EDWARDIA AVENUE, 13.2 FT (4.0 M) NORTH OF NORTH POST OF
 DE9479'THE--ADVANCE STORE--SIGN, 28.0 FT (8.5 M) EAST OF POWER POLE (070911)
 DE9479', AND 25.3 FT (7.7 M) NORTHEAST OF EDGE OF PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9477 ***********************************************************************
 DE9477  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9477  DESIGNATION -  117E 200
 DE9477  PID         -  DE9477
 DE9477  STATE/COUNTY-  NC/GUILFORD
 DE9477  USGS QUAD   -  GREENSBORO (1994)
 DE9477
 DE9477                         *CURRENT SURVEY CONTROL
 DE9477  ___________________________________________________________________
 DE9477* NAD 83(2007)-  36 05 00.28531(N)    079 52 24.42613(W)     ADJUSTED  
 DE9477* NAVD 88     -       277.40   (meters)     910.1    (feet)  GPS OBS   
 DE9477  ___________________________________________________________________
 DE9477  EPOCH DATE  -        2002.00
 DE9477  X           -     907,378.301 (meters)                     COMP
 DE9477  Y           -  -5,080,356.928 (meters)                     COMP
 DE9477  Z           -   3,735,820.512 (meters)                     COMP
 DE9477  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 DE9477  ELLIP HEIGHT-         246.177 (meters)          (02/10/07) ADJUSTED
 DE9477  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9477
 DE9477  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9477  Type    PID    Designation                      North   East  Ellip
 DE9477  -------------------------------------------------------------------
 DE9477  NETWORK DE9477 117E 200                          1.47   1.33   2.20
 DE9477  -------------------------------------------------------------------
 DE9477
 DE9477.The horizontal coordinates were established by GPS observations
 DE9477.and adjusted by the National Geodetic Survey in February 2007.
 DE9477
 DE9477.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9477.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9477.The horizontal coordinates are valid at the epoch date displayed above.
 DE9477.The epoch date for horizontal control is a decimal equivalence
 DE9477.of Year/Month/Day.
 DE9477
 DE9477.The orthometric height was determined by GPS observations and a
 DE9477.high-resolution geoid model.
 DE9477.The orthometric height was determined by GPS observations and a
 DE9477.high-resolution geoid model using precise GPS observation and
 DE9477.processing techniques.
 DE9477
 DE9477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9477
 DE9477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9477
 DE9477.The ellipsoidal height was determined by GPS observations
 DE9477.and is referenced to NAD 83.
 DE9477
 DE9477.The geoid height was determined by GEOID03.
 DE9477
 DE9477;                    North         East     Units Scale Factor Converg.
 DE9477;SPC NC       -   259,201.946   530,933.370   MT  0.99997783   -0 30 14.9
 DE9477;SPC NC       -   850,398.38  1,741,903.90   sFT  0.99997783   -0 30 14.9
 DE9477;UTM  17      - 3,993,787.514   601,428.110   MT  0.99972676   +0 39 48.8
 DE9477
 DE9477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9477!SPC NC       -   0.99996136  x   0.99997783  =   0.99993920
 DE9477!UTM  17      -   0.99996136  x   0.99972676  =   0.99968814
 DE9477
 DE9477:                Primary Azimuth Mark                     Grid Az
 DE9477:SPC NC       -  118W 200                                 312 15 43.9
 DE9477:UTM  17      -  118W 200                                 311 05 40.2
 DE9477
 DE9477|---------------------------------------------------------------------|
 DE9477| PID    Reference Object                     Distance      Geod. Az  |
 DE9477|                                                           dddmmss.s |
 DE9477| DE9476 118W 200                            499.670 METERS 3114529.0 |
 DE9477|---------------------------------------------------------------------|
 DE9477
 DE9477                          SUPERSEDED SURVEY CONTROL
 DE9477
 DE9477  NAD 83(2001)-  36 05 00.28563(N)    079 52 24.42588(W) AD(       ) 1
 DE9477  ELLIP H (03/13/03)  246.180  (m)                       GP(       ) 4 2
 DE9477  NAD 83(1986)-  36 05 00.29163(N)    079 52 24.43426(W) AD(       ) 1
 DE9477
 DE9477.Superseded values are not recommended for survey control.
 DE9477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9477.See file dsdata.txt to determine how the superseded data were derived.
 DE9477
 DE9477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0142893788(NAD 83)
 DE9477_MARKER: DD = SURVEY DISK
 DE9477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9477_STAMPING: 117E200 1999
 DE9477_MARK LOGO: NC1940
 DE9477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9477+STABILITY: SURFACE MOTION
 DE9477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9477+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9477
 DE9477  HISTORY     - Date     Condition        Report By
 DE9477  HISTORY     - 1999     MONUMENTED       NC1940
 DE9477  HISTORY     - 20041216 GOOD             USPSQD
 DE9477  HISTORY     - 20060803 GOOD             USPSQD
 DE9477
 DE9477                          STATION DESCRIPTION
 DE9477
 DE9477'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9477'STATION IS ABOUT 4.6 MI (7.4 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9477'GOVERNMENT PLAZA, AND 1.1 MI (1.8 KM) SOUTHEAST OF GUILFORD COLLEGE.
 DE9477'ALONG MUIRS CHAPEL ROAD, 1.1 MI (1.8 KM) NORTHWEST OF WEST MARKET
 DE9477'STREET, ON THE SOUTHWEST SIDE OF STREET AT HOPE CHRISTIAN FELLOWSHIP
 DE9477'CHURCH.
 DE9477'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF STREET AND PROJECTING
 DE9477'1-INCH ABOVE THE GROUND. LOCATED 10.3 FT (3.1 M) SOUTHWEST OF THE
 DE9477'CENTERLINE OF MUIRS CHAPEL ROAD, 21.6 FT (6.6 M) SOUTHEAST OF
 DE9477'CENTERLINE OF CHURCH DRIVEWAY, 39.7 FT (12.1 M) NORTH OF THE NORTH END
 DE9477'OF GREEN WOODEN--HOPE CHRISTIAN FELLOWSHIP--SIGN, 37.1 FT (11.3 M)
 DE9477'NORTH OF SIGN SPOTLIGHT, AND 13.3 FT (4.1 M) NORTH OF CORNER OF
 DE9477'PARKING LOT.
 DE9477
 DE9477                          STATION RECOVERY (2004)
 DE9477
 DE9477'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 DE9477'THE STATION DESCRIPTION IS COMPLETE REVERSED. IT SHOULD BE CORRECTED
 DE9477'AS FOLLOWS-
 DE9477'LOCATED 10.3 FT (3.3 M) NORTHEAST OF THE CENTERLINE OF MUIRS CHAPLE
 DE9477'ROAD,
 DE9477'21.6 FT (6.6 M)NW OF CENTERLINE OF CHURCH DRIVEWAY, 39.7 FT (12.1 M)
 DE9477'SOUTH OF THE WEST END OF GREEN WOODEN--HOPE CHRISTIAN
 DE9477'FELLOWSHIP--SIGN,
 DE9477'13.3 FT (4.1 M) SW OF THE NW CORNER OF PARKING LOT
 DE9477' 
 DE9477'DELETE REFERENCE TO SIGN SPOTLIGHT
 DE9477
 DE9477                          STATION RECOVERY (2006)
 DE9477
 DE9477'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0497 ***********************************************************************
 FA0497  DESIGNATION -  118 JAS
 FA0497  PID         -  FA0497
 FA0497  STATE/COUNTY-  NC/MECKLENBURG
 FA0497  USGS QUAD   -  DERITA (1993)
 FA0497
 FA0497                         *CURRENT SURVEY CONTROL
 FA0497  ___________________________________________________________________
 FA0497* NAD 83(2001)-  35 18 22.85344(N)    080 51 15.57347(W)     ADJUSTED  
 FA0497* NAVD 88     -       254.086  (meters)     833.61   (feet)  ADJUSTED  
 FA0497  ___________________________________________________________________
 FA0497  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FA0497  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA0497  DYNAMIC HT  -         253.855 (meters)     832.86  (feet)  COMP
 FA0497  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FA0497
 FA0497  HORZ ORDER  -  SECOND
 FA0497  VERT ORDER  -  SECOND    CLASS 0
 FA0497
 FA0497.The horizontal coordinates were established by classical geodetic methods
 FA0497.and adjusted by the National Geodetic Survey in August 2005.
 FA0497
 FA0497.The orthometric height was determined by differential leveling
 FA0497.and adjusted in June 1991.
 FA0497
 FA0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0497
 FA0497.The geoid height was determined by GEOID03.
 FA0497
 FA0497.The dynamic height is computed by dividing the NAVD 88
 FA0497.geopotential number by the normal gravity value computed on the
 FA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0497.degrees latitude (g = 980.6199 gals.).
 FA0497
 FA0497.The modeled gravity was interpolated from observed gravity values.
 FA0497
 FA0497;                    North         East     Units Scale Factor Converg.
 FA0497;SPC NC       -   174,220.561   440,987.735   MT  0.99987304   -1 04 12.9
 FA0497;SPC NC       -   571,588.62  1,446,807.26   sFT  0.99987304   -1 04 12.9
 FA0497;UTM  17      - 3,907,026.503   513,243.268   MT  0.99960216   +0 05 03.1
 FA0497
 FA0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0497!SPC NC       -   0.99996491  x   0.99987304  =   0.99983796
 FA0497!UTM  17      -   0.99996491  x   0.99960216  =   0.99956709
 FA0497
 FA0497|---------------------------------------------------------------------|
 FA0497| PID    Reference Object                     Distance      Geod. Az  |
 FA0497|                                                           dddmmss.s |
 FA0497| FA0498 TODD                                343.280 METERS 24505     |
 FA0497|---------------------------------------------------------------------|
 FA0497
 FA0497                          SUPERSEDED SURVEY CONTROL
 FA0497
 FA0497  NAD 83(1986)-  35 18 22.87118(N)    080 51 15.57976(W) AD(       ) 2
 FA0497  NAD 27      -  35 18 22.36781(N)    080 51 16.32067(W) AD(       ) 2
 FA0497  NGVD 29 (??/??/92)  254.303  (m)          834.33   (f) ADJ UNCH    2 0
 FA0497
 FA0497.Superseded values are not recommended for survey control.
 FA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0497.See file dsdata.txt to determine how the superseded data were derived.
 FA0497
 FA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1324307027(NAD 83)
 FA0497_MARKER: DD = SURVEY DISK
 FA0497_SETTING: 0 = UNSPECIFIED SETTING
 FA0497_STAMPING: 118 JAS 1966
 FA0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0497
 FA0497  HISTORY     - Date     Condition        Report By
 FA0497  HISTORY     - 1970     MONUMENTED       USGS
 FA0497  HISTORY     - 1972     GOOD             NCGS
 FA0497  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0497  HISTORY     - 20040414 MARK NOT FOUND   USPSQD
 FA0497
 FA0497                          STATION DESCRIPTION
 FA0497
 FA0497'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EM)
 FA0497'118 JAS 1966 IS A U. S. GEOLOGICAL SURVEY STATION IN THE VICINITY OF
 FA0497'CHARLOTTE, NORTH CAROLINA.
 FA0497'
 FA0497'118 JAS 1966 IS LOCATED APPROXIMATELY 5.5 MILES NORTH OF CHARLOTTE.
 FA0497'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 21, NC 115 AND
 FA0497'SR 2108, GO WEST ALONG SR 2108 FOR 0.9 MILE TO STATION ON RIGHT.
 FA0497'
 FA0497'STATION MARK IS A PRECAST MONUMENT WITH A USGS DISK, STAMPED 118 JAS
 FA0497'1966, WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 FA0497'
 FA0497'MARK IS
 FA0497'26.4 FEET NNW OF C/L OF SR 2108.
 FA0497'19.2 FEET SW OF C/L OF DOTGERS DRIVEWAY.
 FA0497'9.1 FEET NE OF PAINTED CROSS ON TP.
 FA0497'54.6 FEET N OF BASE OF PP NO. 7.
 FA0497'8 INCHES S OF WITNESS POST.
 FA0497
 FA0497                          STATION RECOVERY (1972)
 FA0497
 FA0497'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0497'3.2 MI WNW FROM DERITA.
 FA0497'STATION IS LOCATED APPROXIMATELY 5.5 MI. N OF DOWNTOWN
 FA0497'CHARLOTTE, ABOUT 0.9 MI. W ALONG SR 2108 (SUNSET RD.) FROM
 FA0497'INTERSECTION WITH U.S. 21 AND NC 115, 26.4 FT NNW OF C/L OF SR
 FA0497'2108, 19.2 FT SW OF C/L OF DRIVEWAY TO DOTGERS RESIDENCE, 9.1
 FA0497'FT NE OF ALUMINUM REF. TAG ON TP, 0.8 FT S OF WITNESS POST AND
 FA0497'54.6 FT N OF BASE OF PP 7.  MARK IS 4 INCHES ABOVE THE GROUND.
 FA0497
 FA0497                          STATION RECOVERY (1990)
 FA0497
 FA0497'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0497'MARK NOT FOUND.
 FA0497
 FA0497                          STATION RECOVERY (2004)
 FA0497
 FA0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0497'DOTGER RESIDENCE IS GONE.  SUNSET ROAD IS WIDENED HERE AND MARKER MAY
 FA0497'BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0995 ***********************************************************************
 FA0995  DESIGNATION -  1182
 FA0995  PID         -  FA0995
 FA0995  STATE/COUNTY-  NC/BURKE
 FA0995  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA0995
 FA0995                         *CURRENT SURVEY CONTROL
 FA0995  ___________________________________________________________________
 FA0995* NAD 83(1986)-  35 44 45.     (N)    081 41 15.     (W)     SCALED    
 FA0995* NAVD 88     -       359.710  (meters)    1180.15   (feet)  ADJUSTED  
 FA0995  ___________________________________________________________________
 FA0995  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA0995  DYNAMIC HT  -         359.360 (meters)    1179.00  (feet)  COMP
 FA0995  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FA0995
 FA0995  VERT ORDER  -  FIRST     CLASS I
 FA0995
 FA0995.The horizontal coordinates were scaled from a topographic map and have
 FA0995.an estimated accuracy of +/- 6 seconds.
 FA0995
 FA0995.The orthometric height was determined by differential leveling
 FA0995.and adjusted in June 1991.
 FA0995
 FA0995.The geoid height was determined by GEOID03.
 FA0995
 FA0995.The dynamic height is computed by dividing the NAVD 88
 FA0995.geopotential number by the normal gravity value computed on the
 FA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0995.degrees latitude (g = 980.6199 gals.).
 FA0995
 FA0995.The modeled gravity was interpolated from observed gravity values.
 FA0995
 FA0995;                    North         East    Units  Estimated Accuracy
 FA0995;SPC NC       -   224,690.      366,560.      MT  (+/- 180 meters Scaled)
 FA0995
 FA0995                          SUPERSEDED SURVEY CONTROL
 FA0995
 FA0995  NGVD 29 (??/??/92)  359.849  (m)         1180.60   (f) ADJ UNCH    1 1
 FA0995
 FA0995.Superseded values are not recommended for survey control.
 FA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0995.See file dsdata.txt to determine how the superseded data were derived.
 FA0995
 FA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV378559(NAD 83)
 FA0995_MARKER: DD = SURVEY DISK
 FA0995_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0995_SP_SET: FOUNDATION
 FA0995_STAMPING: 1180.746
 FA0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0995
 FA0995  HISTORY     - Date     Condition        Report By
 FA0995  HISTORY     - UNK      MONUMENTED       USGS
 FA0995  HISTORY     - 1967     GOOD             NGS
 FA0995
 FA0995                          STATION DESCRIPTION
 FA0995
 FA0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0995'0.5 MI NW FROM MORGANTON.
 FA0995'ABOUT 0.5 MILE NORTHWEST ALONG SOUTH GREEN STREET FROM THE
 FA0995'SOUTHERN RAILWAY COMPANY RAILROAD STATION AT MORGANTON, 77 FEET
 FA0995'SOUTHWEST OF THE SOUTHWEST CURB OF SOUTH GREEN STREET, A U.S.
 FA0995'GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE NORTHEAST FACE
 FA0995'OF THE CONCRETE FOUNDATION OF THE NORTHEAST PORTICO OF THE BURKE
 FA0995'COUNTY COURTHOUSE, 12 FEET NORTHWEST OF THE CENTER OF THE
 FA0995'NORTHEAST ENTRANCE TO THE PORTICO, 5 INCHES SOUTHEAST OF THE
 FA0995'NORTH CORNER OF THE PORTICO, 22 FEET EAST OF THE NORTH CORNER OF
 FA0995'THE COURTHOUSE BUILDING, AND ABOUT 2 INCHES ABOVE THE LEVEL OF
 FA0995'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1038 ***********************************************************************
 FA1038  DESIGNATION -  1182.265
 FA1038  PID         -  FA1038
 FA1038  STATE/COUNTY-  NC/CALDWELL
 FA1038  USGS QUAD   -  LENOIR (1994)
 FA1038
 FA1038                         *CURRENT SURVEY CONTROL
 FA1038  ___________________________________________________________________
 FA1038* NAD 83(1986)-  35 54 53.     (N)    081 32 23.     (W)     SCALED    
 FA1038* NAVD 88     -       360.138  (meters)    1181.55   (feet)  ADJUSTED  
 FA1038  ___________________________________________________________________
 FA1038  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 FA1038  DYNAMIC HT  -         359.790 (meters)    1180.41  (feet)  COMP
 FA1038  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 FA1038
 FA1038  VERT ORDER  -  SECOND    CLASS II
 FA1038
 FA1038.The horizontal coordinates were scaled from a topographic map and have
 FA1038.an estimated accuracy of +/- 6 seconds.
 FA1038
 FA1038.The orthometric height was determined by differential leveling
 FA1038.and adjusted in July 1999.
 FA1038
 FA1038.The geoid height was determined by GEOID03.
 FA1038
 FA1038.The dynamic height is computed by dividing the NAVD 88
 FA1038.geopotential number by the normal gravity value computed on the
 FA1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1038.degrees latitude (g = 980.6199 gals.).
 FA1038
 FA1038.The modeled gravity was interpolated from observed gravity values.
 FA1038
 FA1038;                    North         East    Units  Estimated Accuracy
 FA1038;SPC NC       -   243,070.      380,400.      MT  (+/- 180 meters Scaled)
 FA1038
 FA1038                          SUPERSEDED SURVEY CONTROL
 FA1038
 FA1038  NAVD 88 (06/15/91)  360.147  (m)         1181.58   (f) UNKNOWN     1 2
 FA1038  NGVD 29 (??/??/92)  360.310  (m)         1182.12   (f) ADJ UNCH    1 2
 FA1038
 FA1038.Superseded values are not recommended for survey control.
 FA1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1038.See file dsdata.txt to determine how the superseded data were derived.
 FA1038
 FA1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV513746(NAD 83)
 FA1038_MARKER: DB = BENCH MARK DISK
 FA1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA1038_SP_SET: COURT HOUSE WALL
 FA1038_STAMPING: 1182.265
 FA1038_MARK LOGO: USGS  
 FA1038_PROJECTION: FLUSH
 FA1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1038+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 FA1038
 FA1038  HISTORY     - Date     Condition        Report By
 FA1038  HISTORY     - UNK      MONUMENTED       USGS
 FA1038  HISTORY     - 1934     GOOD             NGS
 FA1038  HISTORY     - 19980601 GOOD             NCGS
 FA1038  HISTORY     - 20070916 GOOD             GEOCAC
 FA1038
 FA1038                          STATION DESCRIPTION
 FA1038
 FA1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FA1038'AT LENOIR.
 FA1038'AT LENOIR, CALDWELL COUNTY, ON MAIN STREET, AT THE COUNTY
 FA1038'COURTHOUSE, IN THE WEST WALL, 8 INCHES NORTH OF THE SOUTHWEST
 FA1038'CORNER OF THE BUILDING, 45 FEET EAST OF THE CENTERLINE OF MAIN
 FA1038'STREET, AND 3 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL
 FA1038'SURVEY STANDARD DISK, STAMPED 1182.265 AND SET VERTICALLY.
 FA1038
 FA1038                          STATION RECOVERY (1998)
 FA1038
 FA1038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FA1038'RECOVERED AS DESCRIBED.
 FA1038
 FA1038                          STATION RECOVERY (2007)
 FA1038
 FA1038'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA1038'RECOVERED IN GOOD CONDITION. THE COURTHOUSE IS IN THE 200 BLOCK OF
 FA1038'NORTH MAIN STREET, BETWEEN WEST AVENUE AND ASHE AVENUE.
 FA1038'HH2 GPS COORDINATES N35 54 54.7 W081 32 23.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9476 ***********************************************************************
 DE9476  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9476  DESIGNATION -  118W 200
 DE9476  PID         -  DE9476
 DE9476  STATE/COUNTY-  NC/GUILFORD
 DE9476  USGS QUAD   -  GUILFORD (1994)
 DE9476
 DE9476                         *CURRENT SURVEY CONTROL
 DE9476  ___________________________________________________________________
 DE9476* NAD 83(2007)-  36 05 11.08162(N)    079 52 39.32464(W)     ADJUSTED  
 DE9476* NAVD 88     -       282.86   (meters)     928.0    (feet)  GPS OBS   
 DE9476  ___________________________________________________________________
 DE9476  EPOCH DATE  -        2002.00
 DE9476  X           -     906,977.667 (meters)                     COMP
 DE9476  Y           -  -5,080,233.818 (meters)                     COMP
 DE9476  Z           -   3,736,092.642 (meters)                     COMP
 DE9476  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 DE9476  ELLIP HEIGHT-         251.601 (meters)          (02/10/07) ADJUSTED
 DE9476  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DE9476
 DE9476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9476  Type    PID    Designation                      North   East  Ellip
 DE9476  -------------------------------------------------------------------
 DE9476  NETWORK DE9476 118W 200                          2.61   2.00   3.80
 DE9476  -------------------------------------------------------------------
 DE9476
 DE9476.The horizontal coordinates were established by GPS observations
 DE9476.and adjusted by the National Geodetic Survey in February 2007.
 DE9476
 DE9476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9476.The horizontal coordinates are valid at the epoch date displayed above.
 DE9476.The epoch date for horizontal control is a decimal equivalence
 DE9476.of Year/Month/Day.
 DE9476
 DE9476.The orthometric height was determined by GPS observations and a
 DE9476.high-resolution geoid model.
 DE9476.The orthometric height was determined by GPS observations and a
 DE9476.high-resolution geoid model using precise GPS observation and
 DE9476.processing techniques.
 DE9476
 DE9476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9476
 DE9476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9476
 DE9476.The ellipsoidal height was determined by GPS observations
 DE9476.and is referenced to NAD 83.
 DE9476
 DE9476.The geoid height was determined by GEOID03.
 DE9476
 DE9476;                    North         East     Units Scale Factor Converg.
 DE9476;SPC NC       -   259,537.982   530,563.587   MT  0.99997859   -0 30 23.5
 DE9476;SPC NC       -   851,500.86  1,740,690.70   sFT  0.99997859   -0 30 23.5
 DE9476;UTM  17      - 3,994,115.861   601,051.651   MT  0.99972582   +0 39 40.2
 DE9476
 DE9476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9476!SPC NC       -   0.99996051  x   0.99997859  =   0.99993910
 DE9476!UTM  17      -   0.99996051  x   0.99972582  =   0.99968634
 DE9476
 DE9476:                Primary Azimuth Mark                     Grid Az
 DE9476:SPC NC       -  117E 200                                 132 15 43.7
 DE9476:UTM  17      -  117E 200                                 131 05 40.0
 DE9476
 DE9476|---------------------------------------------------------------------|
 DE9476| PID    Reference Object                     Distance      Geod. Az  |
 DE9476|                                                           dddmmss.s |
 DE9476| DE9477 117E 200                            499.670 METERS 1314520.2 |
 DE9476|---------------------------------------------------------------------|
 DE9476
 DE9476                          SUPERSEDED SURVEY CONTROL
 DE9476
 DE9476  NAD 83(2001)-  36 05 11.08191(N)    079 52 39.32438(W) AD(       ) 1
 DE9476  ELLIP H (03/13/03)  251.605  (m)                       GP(       ) 4 2
 DE9476  NAD 83(1986)-  36 05 11.08787(N)    079 52 39.33290(W) AD(       ) 1
 DE9476
 DE9476.Superseded values are not recommended for survey control.
 DE9476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9476.See file dsdata.txt to determine how the superseded data were derived.
 DE9476
 DE9476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0105294116(NAD 83)
 DE9476_MARKER: DD = SURVEY DISK
 DE9476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9476_STAMPING: 118W200 1999
 DE9476_MARK LOGO: NC1940
 DE9476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9476+STABILITY: SURFACE MOTION
 DE9476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9476+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9476
 DE9476  HISTORY     - Date     Condition        Report By
 DE9476  HISTORY     - 1999     MONUMENTED       NC1940
 DE9476  HISTORY     - 20041216 GOOD             USPSQD
 DE9476  HISTORY     - 20060803 GOOD             USPSQD
 DE9476
 DE9476                          STATION DESCRIPTION
 DE9476
 DE9476'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9476'STATION IS ABOUT 4.9 MI (7.9 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9476'GOVERNMENT PLAZA, AND 0.8 MI (1.3 KM) SOUTHEAST OF GUILFORD COLLEGE.
 DE9476'ALONG MUIRS CHAPEL ROAD, 1.4 MI (2.3 KM) NORTH OF WEST MARKET STREET,
 DE9476'IN THE NORTH QUADRANT OF INTERSECTION WITH CANNON ROAD.
 DE9476'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE STREET AND FLUSH WITH THE
 DE9476'GROUND. LOCATED 27.0 FT (8.2 M) NORTHEAST OF THE CENTERLINE OF MUIRS
 DE9476'CHAPEL ROAD, 33.8 FT (10.3 M) NORTHWEST OF CENTERLINE OF CANNON ROAD,
 DE9476'13.2 FT (4.0 M) SOUTHEAST OF CATCH BASIN, 59.2 FT (18.0 M) WEST OF
 DE9476'POWER POLE, AND 66.0 FT (20.1 M) NORTH OF SANITARY MANHOLE.
 DE9476
 DE9476                          STATION RECOVERY (2004)
 DE9476
 DE9476'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 DE9476'ADD TO STATION DESCRIPTION-
 DE9476'13.0 FT SOUTH OF MANHOLE COVER AT STORM DRAIN AT MUIRS CHAPLE CURB
 DE9476
 DE9476                          STATION RECOVERY (2006)
 DE9476
 DE9476'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0502 ***********************************************************************
 FA0502  DESIGNATION -  119 JAS
 FA0502  PID         -  FA0502
 FA0502  STATE/COUNTY-  NC/MECKLENBURG
 FA0502  USGS QUAD   -  DERITA (1993)
 FA0502
 FA0502                         *CURRENT SURVEY CONTROL
 FA0502  ___________________________________________________________________
 FA0502* NAD 83(1986)-  35 18 27.     (N)    080 52 16.     (W)     SCALED    
 FA0502* NAVD 88     -       249.030  (meters)     817.03   (feet)  ADJUSTED  
 FA0502  ___________________________________________________________________
 FA0502  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FA0502  DYNAMIC HT  -         248.803 (meters)     816.28  (feet)  COMP
 FA0502  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FA0502
 FA0502  VERT ORDER  -  SECOND    CLASS 0
 FA0502
 FA0502.The horizontal coordinates were scaled from a topographic map and have
 FA0502.an estimated accuracy of +/- 6 seconds.
 FA0502
 FA0502.The orthometric height was determined by differential leveling
 FA0502.and adjusted in June 1991.
 FA0502
 FA0502.The geoid height was determined by GEOID03.
 FA0502
 FA0502.The dynamic height is computed by dividing the NAVD 88
 FA0502.geopotential number by the normal gravity value computed on the
 FA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0502.degrees latitude (g = 980.6199 gals.).
 FA0502
 FA0502.The modeled gravity was interpolated from observed gravity values.
 FA0502
 FA0502;                    North         East    Units  Estimated Accuracy
 FA0502;SPC NC       -   174,380.      439,460.      MT  (+/- 180 meters Scaled)
 FA0502
 FA0502                          SUPERSEDED SURVEY CONTROL
 FA0502
 FA0502  NGVD 29 (??/??/92)  249.248  (m)          817.74   (f) ADJ UNCH    2 0
 FA0502
 FA0502.Superseded values are not recommended for survey control.
 FA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0502.See file dsdata.txt to determine how the superseded data were derived.
 FA0502
 FA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV117071(NAD 83)
 FA0502_MARKER: DD = SURVEY DISK
 FA0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0502_STAMPING: 119 JAS 1966
 FA0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0502+STABILITY: SURFACE MOTION
 FA0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0502+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 FA0502
 FA0502  HISTORY     - Date     Condition        Report By
 FA0502  HISTORY     - 1966     MONUMENTED       USGS
 FA0502  HISTORY     - 1972     GOOD             NCGS
 FA0502  HISTORY     - 1990     GOOD             USPSQD
 FA0502  HISTORY     - 20040414 GOOD             USPSQD
 FA0502  HISTORY     - 20060829 GOOD             USPSQD
 FA0502
 FA0502                          STATION DESCRIPTION
 FA0502
 FA0502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0502'4.2 MI W FROM DERITA.
 FA0502'STATION IS LOCATED APPROXIMATELY 5.6 MI. NNW OF DOWNTOWN
 FA0502'CHARLOTTE, ABOUT 1.85 MI. W ALONG SR 2108 (SUNSET RD.) FROM
 FA0502'INTERSECTION WITH U.S. 21 AND NC 115, 30 FT N OF AND 1.0 FT LOWER
 FA0502'THAN C/L OF JUNCTION OF SR 2108 AND SR 2019 (PEACH TREE RD.),
 FA0502'13 FT SE OF A PP, 0.5 FT SW OF A WITNESS POST, IN A CONCRETE
 FA0502'POST PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 FA0502
 FA0502                          STATION RECOVERY (1990)
 FA0502
 FA0502'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0502'RECOVERED IN GOOD CONDITION.
 FA0502
 FA0502                          STATION RECOVERY (2004)
 FA0502
 FA0502'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0502'DISK STAMPING IS NO LONGER LEGIBLE.
 FA0502
 FA0502                          STATION RECOVERY (2006)
 FA0502
 FA0502'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1017 ***********************************************************************
 FA1017  DESIGNATION -  1193
 FA1017  PID         -  FA1017
 FA1017  STATE/COUNTY-  NC/BURKE
 FA1017  USGS QUAD   -  VALDESE (1993)
 FA1017
 FA1017                         *CURRENT SURVEY CONTROL
 FA1017  ___________________________________________________________________
 FA1017* NAD 83(1986)-  35 44 27.     (N)    081 30 41.     (W)     SCALED    
 FA1017* NAVD 88     -       363.115  (meters)    1191.32   (feet)  ADJUSTED  
 FA1017  ___________________________________________________________________
 FA1017  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA1017  DYNAMIC HT  -         362.765 (meters)    1190.17  (feet)  COMP
 FA1017  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 FA1017
 FA1017  VERT ORDER  -  FIRST     CLASS I
 FA1017
 FA1017.The horizontal coordinates were scaled from a topographic map and have
 FA1017.an estimated accuracy of +/- 6 seconds.
 FA1017
 FA1017.The orthometric height was determined by differential leveling
 FA1017.and adjusted in June 1991.
 FA1017
 FA1017.The geoid height was determined by GEOID03.
 FA1017
 FA1017.The dynamic height is computed by dividing the NAVD 88
 FA1017.geopotential number by the normal gravity value computed on the
 FA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1017.degrees latitude (g = 980.6199 gals.).
 FA1017
 FA1017.The modeled gravity was interpolated from observed gravity values.
 FA1017
 FA1017;                    North         East    Units  Estimated Accuracy
 FA1017;SPC NC       -   223,720.      382,470.      MT  (+/- 180 meters Scaled)
 FA1017
 FA1017                          SUPERSEDED SURVEY CONTROL
 FA1017
 FA1017  NGVD 29 (??/??/92)  363.28   (m)         1191.9    (f) COMPUTED    1 1
 FA1017
 FA1017.Superseded values are not recommended for survey control.
 FA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1017.See file dsdata.txt to determine how the superseded data were derived.
 FA1017
 FA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV537553(NAD 83)
 FA1017_MARKER: DB = BENCH MARK DISK
 FA1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA1017_SP_SET: BUILDING
 FA1017_STAMPING: 1191.700
 FA1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1017
 FA1017  HISTORY     - Date     Condition        Report By
 FA1017  HISTORY     - UNK      MONUMENTED       USGS
 FA1017  HISTORY     - 1967     GOOD             NGS
 FA1017
 FA1017                          STATION DESCRIPTION
 FA1017
 FA1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA1017'0.2 MI SE FROM CONNELLY SPRINGS.
 FA1017'ABOUT 0.15 MILE SOUTHEAST ALONG SECONDARY ROAD 1607 FROM THE
 FA1017'POST OFFICE AT CONNELLY SPRINGS, 148 FEET NORTH OF THE NORTH
 FA1017'RAIL OF THE MAIN TRACK OF THE SOUTHERN RAILWAY COMPANY RAILROAD,
 FA1017'180 YARDS EAST OF MILEPOST 68, 29 FEET NORTH OF THE CENTERLINE
 FA1017'OF THE ROAD, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY IN
 FA1017'THE SOUTH FACE OF THE SOUTH BRICK WALL, WHICH IS COVERED WITH
 FA1017'STUCCO, OF THE HUDSON FURNITURE COMPANY BUILDING, 107 FEET WEST
 FA1017'OF THE SOUTHEAST CORNER OF THE MOST EASTERLY OF 6 ADJACENT
 FA1017'BUILDINGS, 72 1/2 FEET EAST OF THE SOUTHWEST CORNER OF THE MOST
 FA1017'WESTERLY OF 6 ADJACENT BUILDINGS, 43 1/2 FEET WEST OF THE
 FA1017'ENTRANCE TO THE OFFICE OF THE FURNITURE COMPANY, AND ABOUT 1/2
 FA1017'FOOT ABOVE THE LEVEL OF A CONCRETE SIDEWALK.  NOTE-- THERE ARE
 FA1017'TWO BMS ON THIS LINE WHICH HAVE THE SAME DESIGNATION (1193 USGS)
 FA1017'THIS ONE AT CONNELLY SPRINGS AND THE SECOND AT DREXEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1004 ***********************************************************************
 FA1004  DESIGNATION -  1193
 FA1004  PID         -  FA1004
 FA1004  STATE/COUNTY-  NC/BURKE
 FA1004  USGS QUAD   -  DREXEL (1993)
 FA1004
 FA1004                         *CURRENT SURVEY CONTROL
 FA1004  ___________________________________________________________________
 FA1004* NAD 83(1986)-  35 45 31.     (N)    081 36 32.     (W)     SCALED    
 FA1004* NAVD 88     -       363.047  (meters)    1191.10   (feet)  POSTED    
 FA1004  ___________________________________________________________________
 FA1004  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 FA1004  DYNAMIC HT  -         362.690 (meters)    1189.93  (feet)  COMP
 FA1004  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 FA1004
 FA1004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FA1004
 FA1004.The horizontal coordinates were scaled from a topographic map and have
 FA1004.an estimated accuracy of +/- 6 seconds.
 FA1004
 FA1004.The orthometric height was determined by differential leveling
 FA1004.and adjusted by the  in 1992.
 FA1004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FA1004.rate of 0.0 thru 1.0 mm/km.
 FA1004
 FA1004.The geoid height was determined by GEOID03.
 FA1004
 FA1004.The dynamic height is computed by dividing the NAVD 88
 FA1004.geopotential number by the normal gravity value computed on the
 FA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1004.degrees latitude (g = 980.6199 gals.).
 FA1004
 FA1004.The modeled gravity was interpolated from observed gravity values.
 FA1004
 FA1004;                    North         East    Units  Estimated Accuracy
 FA1004;SPC NC       -   225,920.      373,710.      MT  (+/- 180 meters Scaled)
 FA1004
 FA1004                          SUPERSEDED SURVEY CONTROL
 FA1004
 FA1004  NGVD 29 (??/??/92)  363.282  (m)         1191.87   (f) ADJ UNCH    1 2
 FA1004
 FA1004.Superseded values are not recommended for survey control.
 FA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1004.See file dsdata.txt to determine how the superseded data were derived.
 FA1004
 FA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV449573(NAD 83)
 FA1004_MARKER: P = PIPE CAP
 FA1004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FA1004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FA1004_STAMPING: 1191.586 FEET
 FA1004_MARK LOGO: USGS  
 FA1004_PROJECTION: FLUSH
 FA1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1004
 FA1004  HISTORY     - Date     Condition        Report By
 FA1004  HISTORY     - UNK      MONUMENTED       USGS
 FA1004  HISTORY     - 1967     GOOD             NGS
 FA1004  HISTORY     - 19980616 SEE DESCRIPTION  NCGS
 FA1004
 FA1004                          STATION DESCRIPTION
 FA1004
 FA1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA1004'0.3 MI W FROM DREXEL.
 FA1004'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA1004'FROM THE STATION AT DREXEL, 57 FEET NORTH AND ACROSS THE TRACK
 FA1004'FROM THE 5TH TELEPHONE POLE SOUTHEAST OF MILEPOST 74, 15 1/2
 FA1004'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 107
 FA1004'YARDS SOUTHEAST OF A METAL TELEPHONE BOX, 10 FEET NORTHEAST OF
 FA1004'THE CENTERLINE OF A FOOT PATH, 1 FOOT SOUTHWEST OF A METAL
 FA1004'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 FA1004'A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3 1/2-INCH IRON
 FA1004'PIPE ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  NOTE-- THERE ARE
 FA1004'TWO BMS ON THIS LINE THAT HAVE THE SAME DESIGNATION (1193 USGS),
 FA1004'THIS ONE AT DREXEL AND THE SECOND AT CONNELLY SPRINGS.
 FA1004
 FA1004                          STATION RECOVERY (1998)
 FA1004
 FA1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA1004'STATION NOT FOUND, INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9284 ***********************************************************************
 DE9284  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9284  DESIGNATION -  119E 200
 DE9284  PID         -  DE9284
 DE9284  STATE/COUNTY-  NC/GUILFORD
 DE9284  USGS QUAD   -  GREENSBORO (1994)
 DE9284
 DE9284                         *CURRENT SURVEY CONTROL
 DE9284  ___________________________________________________________________
 DE9284* NAD 83(2007)-  36 06 31.30810(N)    079 52 07.83278(W)     ADJUSTED  
 DE9284* NAVD 88     -       273.11   (meters)     896.0    (feet)  GPS OBS   
 DE9284  ___________________________________________________________________
 DE9284  EPOCH DATE  -        2002.00
 DE9284  X           -     907,495.614 (meters)                     COMP
 DE9284  Y           -  -5,078,653.236 (meters)                     COMP
 DE9284  Z           -   3,738,084.950 (meters)                     COMP
 DE9284  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 DE9284  ELLIP HEIGHT-         241.740 (meters)          (02/10/07) ADJUSTED
 DE9284  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DE9284
 DE9284  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9284  Type    PID    Designation                      North   East  Ellip
 DE9284  -------------------------------------------------------------------
 DE9284  NETWORK DE9284 119E 200                          1.29   1.02   1.90
 DE9284  -------------------------------------------------------------------
 DE9284
 DE9284.The horizontal coordinates were established by GPS observations
 DE9284.and adjusted by the National Geodetic Survey in February 2007.
 DE9284
 DE9284.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9284.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9284.The horizontal coordinates are valid at the epoch date displayed above.
 DE9284.The epoch date for horizontal control is a decimal equivalence
 DE9284.of Year/Month/Day.
 DE9284
 DE9284.The orthometric height was determined by GPS observations and a
 DE9284.high-resolution geoid model.
 DE9284.The orthometric height was determined by GPS observations and a
 DE9284.high-resolution geoid model using precise GPS observation and
 DE9284.processing techniques.
 DE9284
 DE9284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9284
 DE9284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9284
 DE9284.The ellipsoidal height was determined by GPS observations
 DE9284.and is referenced to NAD 83.
 DE9284
 DE9284.The geoid height was determined by GEOID03.
 DE9284
 DE9284;                    North         East     Units Scale Factor Converg.
 DE9284;SPC NC       -   262,003.687   531,373.049   MT  0.99998434   -0 30 05.3
 DE9284;SPC NC       -   859,590.43  1,743,346.41   sFT  0.99998434   -0 30 05.3
 DE9284;UTM  17      - 3,996,596.921   601,810.494   MT  0.99972772   +0 40 00.0
 DE9284
 DE9284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9284!SPC NC       -   0.99996206  x   0.99998434  =   0.99994640
 DE9284!UTM  17      -   0.99996206  x   0.99972772  =   0.99968979
 DE9284
 DE9284:                Primary Azimuth Mark                     Grid Az
 DE9284:SPC NC       -  120E 200                                 200 55 01.8
 DE9284:UTM  17      -  120E 200                                 199 44 56.5
 DE9284
 DE9284|---------------------------------------------------------------------|
 DE9284| PID    Reference Object                     Distance      Geod. Az  |
 DE9284|                                                           dddmmss.s |
 DE9284| DE9285 120E 200                            460.704 METERS 2002456.5 |
 DE9284|---------------------------------------------------------------------|
 DE9284
 DE9284                          SUPERSEDED SURVEY CONTROL
 DE9284
 DE9284  NAD 83(2001)-  36 06 31.30848(N)    079 52 07.83248(W) AD(       ) 1
 DE9284  ELLIP H (03/13/03)  241.742  (m)                       GP(       ) 4 2
 DE9284  NAD 83(1986)-  36 06 31.31453(N)    079 52 07.84065(W) AD(       ) 1
 DE9284
 DE9284.Superseded values are not recommended for survey control.
 DE9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9284.See file dsdata.txt to determine how the superseded data were derived.
 DE9284
 DE9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0181096597(NAD 83)
 DE9284_MARKER: DD = SURVEY DISK
 DE9284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9284_STAMPING: 119E.200 7/97
 DE9284_MARK LOGO: NC1940
 DE9284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9284+STABILITY: SURFACE MOTION
 DE9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9284+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9284
 DE9284  HISTORY     - Date     Condition        Report By
 DE9284  HISTORY     - 1997     MONUMENTED       NC1940
 DE9284
 DE9284                          STATION DESCRIPTION
 DE9284
 DE9284'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9284'STATION IS LOCATED IN GREENSBORO, ABOUT 5.2 MI (8.4 KM) WEST-NORTHWEST
 DE9284'OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 4.2 MI (6.8 KM) EAST-NORTHEAST
 DE9284'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, NEAR THE INTERSECTION OF
 DE9284'JEFFERSON ROAD AND HOBBS ROAD.
 DE9284'PROCEED ALONG WEST FRIENDLY AVENUE FOR 2.5 MI (4.0 KM) WEST FROM THE
 DE9284'US 421-WENDOVER AVENUE OVERPASS, THENCE RIGHT/NORTH FOR 1.1 MI (1.8
 DE9284'KM) ALONG JEFFERSON ROAD TO STATION ON LEFT/WEST SIDE OF ROAD
 DE9284'APPROXIMATELY 100-FEET NORTH OF INTERSECTION WITH HOBBS ROAD.
 DE9284'MARK IS ABOUT 1-FOOT HIGHER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9284'GROUND. LOCATED 58.1 FT (17.7 M) WEST OF THE CENTERLINE OF JEFFERSON
 DE9284'ROAD, 123.9 FT (37.8 M) SOUTH OF POWER POLE, AND 95.2 FT (29.0 M)
 DE9284'NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9325 ***********************************************************************
 DE9325  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9325  DESIGNATION -  11E 200
 DE9325  PID         -  DE9325
 DE9325  STATE/COUNTY-  NC/GUILFORD
 DE9325  USGS QUAD   -  GREENSBORO (1994)
 DE9325
 DE9325                         *CURRENT SURVEY CONTROL
 DE9325  ___________________________________________________________________
 DE9325* NAD 83(2007)-  36 05 38.41087(N)    079 47 21.36767(W)     ADJUSTED  
 DE9325* NAVD 88     -       221.84   (meters)     727.8    (feet)  GPS OBS   
 DE9325  ___________________________________________________________________
 DE9325  EPOCH DATE  -        2002.00
 DE9325  X           -     914,711.099 (meters)                     COMP
 DE9325  Y           -  -5,078,293.028 (meters)                     COMP
 DE9325  Z           -   3,736,737.591 (meters)                     COMP
 DE9325  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 DE9325  ELLIP HEIGHT-         190.873 (meters)          (02/10/07) ADJUSTED
 DE9325  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DE9325
 DE9325  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9325  Type    PID    Designation                      North   East  Ellip
 DE9325  -------------------------------------------------------------------
 DE9325  NETWORK DE9325 11E 200                           1.33   1.16   2.08
 DE9325  -------------------------------------------------------------------
 DE9325
 DE9325.The horizontal coordinates were established by GPS observations
 DE9325.and adjusted by the National Geodetic Survey in February 2007.
 DE9325
 DE9325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9325.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9325.The horizontal coordinates are valid at the epoch date displayed above.
 DE9325.The epoch date for horizontal control is a decimal equivalence
 DE9325.of Year/Month/Day.
 DE9325
 DE9325.The orthometric height was determined by GPS observations and a
 DE9325.high-resolution geoid model.
 DE9325.The orthometric height was determined by GPS observations and a
 DE9325.high-resolution geoid model using precise GPS observation and
 DE9325.processing techniques.
 DE9325
 DE9325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9325
 DE9325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9325
 DE9325.The ellipsoidal height was determined by GPS observations
 DE9325.and is referenced to NAD 83.
 DE9325
 DE9325.The geoid height was determined by GEOID03.
 DE9325
 DE9325;                    North         East     Units Scale Factor Converg.
 DE9325;SPC NC       -   260,313.509   538,524.518   MT  0.99998053   -0 27 20.0
 DE9325;SPC NC       -   854,045.24  1,766,809.19   sFT  0.99998053   -0 27 20.0
 DE9325;UTM  17      - 3,995,053.313   608,993.180   MT  0.99974637   +0 42 48.0
 DE9325
 DE9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9325!SPC NC       -   0.99997004  x   0.99998053  =   0.99995057
 DE9325!UTM  17      -   0.99997004  x   0.99974637  =   0.99971642
 DE9325
 DE9325:                Primary Azimuth Mark                     Grid Az
 DE9325:SPC NC       -  11W 200                                  225 14 27.5
 DE9325:UTM  17      -  11W 200                                  224 04 19.5
 DE9325
 DE9325|---------------------------------------------------------------------|
 DE9325| PID    Reference Object                     Distance      Geod. Az  |
 DE9325|                                                           dddmmss.s |
 DE9325| DE9326 11W 200                             456.543 METERS 2244707.5 |
 DE9325|---------------------------------------------------------------------|
 DE9325
 DE9325                          SUPERSEDED SURVEY CONTROL
 DE9325
 DE9325  NAD 83(2001)-  36 05 38.41128(N)    079 47 21.36723(W) AD(       ) 1
 DE9325  ELLIP H (03/13/03)  190.868  (m)                       GP(       ) 4 2
 DE9325  NAD 83(1986)-  36 05 38.41759(N)    079 47 21.37435(W) AD(       ) 1
 DE9325
 DE9325.Superseded values are not recommended for survey control.
 DE9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9325.See file dsdata.txt to determine how the superseded data were derived.
 DE9325
 DE9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0899395053(NAD 83)
 DE9325_MARKER: DD = SURVEY DISK
 DE9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9325_STAMPING: 11E.200 7/97
 DE9325_MARK LOGO: NC1940
 DE9325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9325+STABILITY: SURFACE MOTION
 DE9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9325+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9325
 DE9325  HISTORY     - Date     Condition        Report By
 DE9325  HISTORY     - 1997     MONUMENTED       NC1940
 DE9325
 DE9325                          STATION DESCRIPTION
 DE9325
 DE9325'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9325'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE CITY-COUNTY
 DE9325'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, NEAR THE INTERSECTION OF
 DE9325'NORTH ELM STREET AND MEADOWBROOK TERRACE, AND ON THE NORTH BANK OF
 DE9325'NORTH BUFFALO CREEK.
 DE9325'ALONG NORTH ELM STREET FOR 0.45 MI (0.72 KM) NORTHWARD FROM US
 DE9325'220-WENDOVER AVENUE, TO INTERSECTION WITH MEADOWBROOK TERRACE AND
 DE9325'STATION APPROXIMATELY 350-FEET SOUTHWEST OF INTERSECTION, 250-FEET
 DE9325'SOUTH-SOUTHEAST OF MEADOWBROOK TERRACE, 200-FEET WEST OF ELM STREET
 DE9325'BRIDGE OVER CREEK, AND ON THE NORTHWEST SIDE OF CREEK.
 DE9325'MARK IS ABOUT 5-FEET LOWER THE CENTER OF MEADOWBROOK, AND FLUSH WITH
 DE9325'THE GROUND. LOCATED 50.0 FT (15.2 M) NORTHWEST OF THE CENTERLINE OF
 DE9325'CREEK, 86.0 FT (26.2 M) SOUTH OF A SANITARY SEWER MANHOLE, 34.0 FT
 DE9325'(10.4 M) SOUTH-SOUTHWEST OF A 24-INCH CLAY DRAIN PIPE, AND 35.3 FT
 DE9325'(10.8 M) EAST-NORTHEAST OF A 4-INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9326 ***********************************************************************
 DE9326  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9326  DESIGNATION -  11W 200
 DE9326  PID         -  DE9326
 DE9326  STATE/COUNTY-  NC/GUILFORD
 DE9326  USGS QUAD   -  GREENSBORO (1994)
 DE9326
 DE9326                         *CURRENT SURVEY CONTROL
 DE9326  ___________________________________________________________________
 DE9326* NAD 83(2007)-  36 05 27.89788(N)    079 47 34.22377(W)     ADJUSTED  
 DE9326* NAVD 88     -       224.88   (meters)     737.8    (feet)  GPS OBS   
 DE9326  ___________________________________________________________________
 DE9326  EPOCH DATE  -        2002.00
 DE9326  X           -     914,428.840 (meters)                     COMP
 DE9326  Y           -  -5,078,540.322 (meters)                     COMP
 DE9326  Z           -   3,736,477.533 (meters)                     COMP
 DE9326  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 DE9326  ELLIP HEIGHT-         193.916 (meters)          (02/10/07) ADJUSTED
 DE9326  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DE9326
 DE9326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9326  Type    PID    Designation                      North   East  Ellip
 DE9326  -------------------------------------------------------------------
 DE9326  NETWORK DE9326 11W 200                           1.57   1.35   2.35
 DE9326  -------------------------------------------------------------------
 DE9326
 DE9326.The horizontal coordinates were established by GPS observations
 DE9326.and adjusted by the National Geodetic Survey in February 2007.
 DE9326
 DE9326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9326.The horizontal coordinates are valid at the epoch date displayed above.
 DE9326.The epoch date for horizontal control is a decimal equivalence
 DE9326.of Year/Month/Day.
 DE9326
 DE9326.The orthometric height was determined by GPS observations and a
 DE9326.high-resolution geoid model.
 DE9326.The orthometric height was determined by GPS observations and a
 DE9326.high-resolution geoid model using precise GPS observation and
 DE9326.processing techniques.
 DE9326
 DE9326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9326
 DE9326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9326
 DE9326.The ellipsoidal height was determined by GPS observations
 DE9326.and is referenced to NAD 83.
 DE9326
 DE9326.The geoid height was determined by GEOID03.
 DE9326
 DE9326;                    North         East     Units Scale Factor Converg.
 DE9326;SPC NC       -   259,992.053   538,200.342   MT  0.99997978   -0 27 27.4
 DE9326;SPC NC       -   852,990.59  1,765,745.62   sFT  0.99997978   -0 27 27.4
 DE9326;UTM  17      - 3,994,725.387   608,675.703   MT  0.99974552   +0 42 40.2
 DE9326
 DE9326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9326!SPC NC       -   0.99996957  x   0.99997978  =   0.99994935
 DE9326!UTM  17      -   0.99996957  x   0.99974552  =   0.99971509
 DE9326
 DE9326:                Primary Azimuth Mark                     Grid Az
 DE9326:SPC NC       -  11E 200                                  045 14 27.3
 DE9326:UTM  17      -  11E 200                                  044 04 19.7
 DE9326
 DE9326|---------------------------------------------------------------------|
 DE9326| PID    Reference Object                     Distance      Geod. Az  |
 DE9326|                                                           dddmmss.s |
 DE9326| DE9325 11E 200                             456.543 METERS 0444659.9 |
 DE9326|---------------------------------------------------------------------|
 DE9326
 DE9326                          SUPERSEDED SURVEY CONTROL
 DE9326
 DE9326  NAD 83(2001)-  36 05 27.89828(N)    079 47 34.22334(W) AD(       ) 1
 DE9326  ELLIP H (03/13/03)  193.912  (m)                       GP(       ) 4 2
 DE9326  NAD 83(1986)-  36 05 27.90455(N)    079 47 34.23033(W) AD(       ) 1
 DE9326
 DE9326.Superseded values are not recommended for survey control.
 DE9326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9326.See file dsdata.txt to determine how the superseded data were derived.
 DE9326
 DE9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0867694725(NAD 83)
 DE9326_MARKER: DD = SURVEY DISK
 DE9326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9326_STAMPING: 11W.200 7/97
 DE9326_MARK LOGO: NC1940
 DE9326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9326+STABILITY: SURFACE MOTION
 DE9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9326+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9326
 DE9326  HISTORY     - Date     Condition        Report By
 DE9326  HISTORY     - 1997     MONUMENTED       NC1940
 DE9326  HISTORY     - 20050307 GOOD             USPSQD
 DE9326  HISTORY     - 20060802 GOOD             USPSQD
 DE9326
 DE9326                          STATION DESCRIPTION
 DE9326
 DE9326'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9326'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH OF THE CITY-COUNTY
 DE9326'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, AND NEAR THE INTERSECTION
 DE9326'OF CRIDLAND ROAD AND LATHAM ROAD, ON THE SOUTHEAST SIDE OF NORTH
 DE9326'BUFFALO CREEK.
 DE9326'ALONG CRIDLAND ROAD FOR 0.25 MI (0.40 KM) NORTHWARD FROM US
 DE9326'220-WENDOVER AVENUE TO STATION ON LEFT NEAR THE SOUTH CORNER OF THE
 DE9326'NORTH BUFFALO CREEK BRIDGE.
 DE9326'MARK IS LEVEL WITH THE CENTER OF CRIDLAND ROAD AND RECESSED 2-INCHES
 DE9326'BELOW GROUND. LOCATED 24.1 FT (7.3 M) WEST OF THE CENTERLINE OF
 DE9326'CRIDLAND ROAD, 55.7 FT (17.0 M) SOUTHEAST OF SOUTHWEST CORNER OF
 DE9326'BRIDGE, 63.7 FT (19.4 M) SOUTH A MANHOLE OVER A DROP INLET (JUST OFF
 DE9326'EAST CORNER OF BRIDGE), AND 45.4 FT (13.8 M) SOUTHEAST OF A MANHOLE
 DE9326'OVER DROP INLET (JUST OFF SOUTH CORNER OF BRIDGE).
 DE9326
 DE9326                          STATION RECOVERY (2005)
 DE9326
 DE9326'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9326'RECOVERED IN GOOD CONDITION.
 DE9326
 DE9326                          STATION RECOVERY (2006)
 DE9326
 DE9326'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0447 ***********************************************************************
 EY0447  DESIGNATION -  12
 EY0447  PID         -  EY0447
 EY0447  STATE/COUNTY-  NC/BEAUFORT
 EY0447  USGS QUAD   -  WASHINGTON (1983)
 EY0447
 EY0447                         *CURRENT SURVEY CONTROL
 EY0447  ___________________________________________________________________
 EY0447* NAD 83(1986)-  35 32 35.     (N)    077 03 15.     (W)     SCALED    
 EY0447* NAVD 88     -         3.091  (meters)      10.14   (feet)  ADJUSTED  
 EY0447  ___________________________________________________________________
 EY0447  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 EY0447  DYNAMIC HT  -           3.088 (meters)      10.13  (feet)  COMP
 EY0447  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 EY0447
 EY0447  VERT ORDER  -  FIRST     CLASS I
 EY0447
 EY0447.The horizontal coordinates were scaled from a topographic map and have
 EY0447.an estimated accuracy of +/- 6 seconds.
 EY0447
 EY0447.The orthometric height was determined by differential leveling
 EY0447.and adjusted in June 1991.
 EY0447.WARNING-Repeat measurements at this control monument indicate possible
 EY0447.vertical movement.
 EY0447
 EY0447.The geoid height was determined by GEOID03.
 EY0447
 EY0447.The dynamic height is computed by dividing the NAVD 88
 EY0447.geopotential number by the normal gravity value computed on the
 EY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0447.degrees latitude (g = 980.6199 gals.).
 EY0447
 EY0447.The modeled gravity was interpolated from observed gravity values.
 EY0447
 EY0447;                    North         East    Units  Estimated Accuracy
 EY0447;SPC NC       -   200,630.      786,020.      MT  (+/- 180 meters Scaled)
 EY0447
 EY0447                          SUPERSEDED SURVEY CONTROL
 EY0447
 EY0447  NGVD 29 (??/??/92)    3.421  (m)           11.22   (f) ADJ UNCH    1 1
 EY0447
 EY0447.Superseded values are not recommended for survey control.
 EY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0447.See file dsdata.txt to determine how the superseded data were derived.
 EY0447
 EY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE137352(NAD 83)
 EY0447_MARKER: DB = BENCH MARK DISK
 EY0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0447_SP_SET: BUILDING WALL
 EY0447_STAMPING: 11.332 RALEIGH N CAR
 EY0447_MARK LOGO: USGS  
 EY0447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0447+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 EY0447
 EY0447  HISTORY     - Date     Condition        Report By
 EY0447  HISTORY     - 1901     MONUMENTED       USGS
 EY0447  HISTORY     - 1963     GOOD             NGS
 EY0447  HISTORY     - 1979     GOOD             NCGS
 EY0447  HISTORY     - 19870212 GOOD             NCGS
 EY0447  HISTORY     - 19870711 GOOD             USPSQD
 EY0447  HISTORY     - 19890729 GOOD             USPSQD
 EY0447  HISTORY     - 20030301 GOOD             USPSQD
 EY0447  HISTORY     - 20060312 GOOD             USPSQD
 EY0447
 EY0447                          STATION DESCRIPTION
 EY0447
 EY0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0447'AT WASHINGTON.
 EY0447'AT WASHINGTON, AT THE BEAUFORT COUNTY COURTHOUSE, SET VERTICALLY IN
 EY0447'THE SOUTHEAST FACE OF THE COURTHOUSE WHICH ORIGINALLY WAS A
 EY0447'BRICK BUILDING NOW CEMENT STUCCO, 2 FEET NORTHEAST OF THE SOUTH
 EY0447'CORNER OF THE BUILDING, 30 FEET NORTHWEST OF THE CENTER LINE OF
 EY0447'NORTH MARKET STREET, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 EY0447'SIDEWALK.
 EY0447
 EY0447                          STATION RECOVERY (1979)
 EY0447
 EY0447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0447'LOCATED ACROSS INTERSECTION OF MARKET AND SECOND STREETS FROM POST
 EY0447'OFFICE IN WASHINGTON, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 EY0447'STUCCO OVER BRICK BUILDING HOUSING THE PUBLIC LIBRARY, FORMERLY
 EY0447'THE OLD COURTHOUSE BUILDING, 29.3 FEET WEST OF MARKET STREET, 66.0
 EY0447'FEET SOUTH OF SECOND STREET, 2.0 FEET NORTHEAST OF SOUTH CORNER
 EY0447'OF BUILDING AND 124.0 FEET WEST-SOUTHWEST OF BENCH MARK Z 25.
 EY0447'THE MARK IS 1 FT ABOVE SIDEWALK.
 EY0447
 EY0447                          STATION RECOVERY (1987)
 EY0447
 EY0447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 EY0447'RECOVERED AS DESCRIBED.
 EY0447
 EY0447                          STATION RECOVERY (1987)
 EY0447
 EY0447'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0447'RECOVERED IN GOOD CONDITION.
 EY0447
 EY0447                          STATION RECOVERY (1989)
 EY0447
 EY0447'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY0447'RECOVERED IN GOOD CONDITION.
 EY0447
 EY0447                          STATION RECOVERY (2003)
 EY0447
 EY0447'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD)
 EY0447'BUILDING ACROSS STREET IS NOW MUNICIPAL BUILDING AND NOT POST OFFICE.
 EY0447'ALSO, EAST FACE OF SOUTH EAST CORNER OF BEAUFORT COUNTY LIBRARY.
 EY0447
 EY0447                          STATION RECOVERY (2006)
 EY0447
 EY0447'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6062 ***********************************************************************
 AE6062  DESIGNATION -  12
 AE6062  PID         -  AE6062
 AE6062  STATE/COUNTY-  NC/PAMLICO
 AE6062  USGS QUAD   -  JONES BAY (1993)
 AE6062
 AE6062                         *CURRENT SURVEY CONTROL
 AE6062  ___________________________________________________________________
 AE6062* NAD 83(1986)-  35 14 46.     (N)    076 35 27.     (W)     SCALED    
 AE6062* NAVD 88     -         0.324  (meters)       1.06   (feet)  ADJUSTED  
 AE6062  ___________________________________________________________________
 AE6062  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6062  DYNAMIC HT  -           0.323 (meters)       1.06  (feet)  COMP
 AE6062  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 AE6062
 AE6062  VERT ORDER  -  SECOND    CLASS II
 AE6062
 AE6062.The horizontal coordinates were scaled from a topographic map and have
 AE6062.an estimated accuracy of +/- 6 seconds.
 AE6062
 AE6062.The orthometric height was determined by differential leveling
 AE6062.and adjusted in June 1998.
 AE6062
 AE6062.The geoid height was determined by GEOID03.
 AE6062
 AE6062.The dynamic height is computed by dividing the NAVD 88
 AE6062.geopotential number by the normal gravity value computed on the
 AE6062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6062.degrees latitude (g = 980.6199 gals.).
 AE6062
 AE6062.The modeled gravity was interpolated from observed gravity values.
 AE6062
 AE6062;                    North         East    Units  Estimated Accuracy
 AE6062;SPC NC       -   168,620.      828,820.      MT  (+/- 180 meters Scaled)
 AE6062
 AE6062                          SUPERSEDED SURVEY CONTROL
 AE6062
 AE6062.No superseded survey control is available for this station.
 AE6062
 AE6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE552014(NAD 83)
 AE6062_MARKER: DJ = TIDAL STATION DISK
 AE6062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6062_STAMPING: 12
 AE6062_MARK LOGO: USE   
 AE6062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6062+STABILITY: SURFACE MOTION
 AE6062
 AE6062  HISTORY     - Date     Condition        Report By
 AE6062  HISTORY     - 1979     MONUMENTED       USE
 AE6062  HISTORY     - 19860101 GOOD             NCGS
 AE6062
 AE6062                          STATION DESCRIPTION
 AE6062
 AE6062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6062'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) NORTHEAST OF VANDEMERE AND
 AE6062'2.0 KM (1.25 MI) WEST OF HOBUCKEN. ABOUT 350 FT (106.7 M) EAST OF THE
 AE6062'CENTER OF THE INTRACOASTAL WATERWAY BRIDGE AT HOBUCKEN, ON THE EAST
 AE6062'SIDE OF A STORAGE BUILDING. STATION IS A STANDARD USCE TIDAL BENCH
 AE6062'MARK DISK STAMPED---12---, SET IN THE TOP OF A CONCRETE MONUMENT
 AE6062'RECESSED 6 INCHES BELOW GROUND. LOCATED 8.14 M (26.71 FT) SOUTH OF THE
 AE6062'CENTERLINE OF THE HIGHWAY, 18.59 M (60.99 FT) EAST OF THE NORTHEAST
 AE6062'CORNER OF A STORAGE BUILDING, 18.74 M (61.48 FT) EAST OF THE SOUTHEAST
 AE6062'CORNER OF A BUILDING, 1.53 M (5.02 FT) SOUTH OF A WATER METER BASE,
 AE6062'AND 14.26 M (46.78 FT) WEST OF TELEPHONE PEDESTAL NO 304R337S.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3876 ***********************************************************************
 EY3876  DESIGNATION -  12 CMP
 EY3876  PID         -  EY3876
 EY3876  STATE/COUNTY-  NC/BEAUFORT
 EY3876  USGS QUAD   -  AURORA (1993)
 EY3876
 EY3876                         *CURRENT SURVEY CONTROL
 EY3876  ___________________________________________________________________
 EY3876* NAD 83(2001)-  35 16 24.01030(N)    076 52 27.35798(W)     ADJUSTED  
 EY3876* NAVD 88     -         9.57   (+/-2cm)      31.4    (feet)  VERTCON   
 EY3876  ___________________________________________________________________
 EY3876  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EY3876  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EY3876  HORZ ORDER  -  THIRD
 EY3876  VERT ORDER  -  THIRD ? (See Below)
 EY3876
 EY3876.The horizontal coordinates were established by classical geodetic methods
 EY3876.and adjusted by the National Geodetic Survey in August 2005.
 EY3876
 EY3876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3876.The vertical order pertains to the NGVD 29 superseded value.
 EY3876
 EY3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3876
 EY3876.The geoid height was determined by GEOID03.
 EY3876
 EY3876;                    North         East     Units Scale Factor Converg.
 EY3876;SPC NC       -   171,054.050   802,968.654   MT  0.99987266   +1 13 36.9
 EY3876;SPC NC       -   561,199.83  2,634,406.33   sFT  0.99987266   +1 13 36.9
 EY3876;UTM  18      - 3,904,966.160   329,530.592   MT  0.99995814   -1 04 57.4
 EY3876
 EY3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3876!SPC NC       -   1.00000433  x   0.99987266  =   0.99987699
 EY3876!UTM  18      -   1.00000433  x   0.99995814  =   0.99996247
 EY3876
 EY3876                          SUPERSEDED SURVEY CONTROL
 EY3876
 EY3876  NAD 83(1986)-  35 16 24.02405(N)    076 52 27.36630(W) AD(       ) 4
 EY3876  NAD 27      -  35 16 23.42413(N)    076 52 28.59878(W) AD(       ) 3
 EY3876  NGVD 29 (07/19/86)    9.90   (m)           32.5    (f) LEVELING    3  
 EY3876
 EY3876.Superseded values are not recommended for survey control.
 EY3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3876.See file dsdata.txt to determine how the superseded data were derived.
 EY3876
 EY3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2953104966(NAD 83)
 EY3876_MARKER: DD = SURVEY DISK
 EY3876_SETTING: 0 = UNSPECIFIED SETTING
 EY3876_STAMPING: 12 CMP 1964 32 ET
 EY3876_MARK LOGO: USGS  
 EY3876_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3876
 EY3876  HISTORY     - Date     Condition        Report By
 EY3876  HISTORY     - 1964     MONUMENTED       USGS
 EY3876
 EY3876                          STATION DESCRIPTION
 EY3876
 EY3876'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3876'ASKIN, 12.6 MI E. OF ALONG PAVED RD., THENCE 1.8 MI S. ALONG DIRT RD.
 EY3876'TO MARYS CHAPEL, 233 FT N. AND 59 FT W. OF, AND 6.2 FT HIGHER THAN
 EY3876'CENTERLINE OF RD. AT T-RD. W., IN NE. CORNER OF SECOND STEP TO CHURCH
 EY3876'STAMPED TABLET STANDARD TABLET STAMPED---12 CMP 1964 32 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2761 ***********************************************************************
 FX2761  DESIGNATION -  12 CRH USGS
 FX2761  PID         -  FX2761
 FX2761  STATE/COUNTY-  NC/HERTFORD
 FX2761  USGS QUAD   -  AHOSKIE (1982)
 FX2761
 FX2761                         *CURRENT SURVEY CONTROL
 FX2761  ___________________________________________________________________
 FX2761* NAD 83(1986)-  36 19 25.     (N)    076 58 59.     (W)     SCALED    
 FX2761* NAVD 88     -        14.363  (meters)      47.12   (feet)  ADJUSTED  
 FX2761  ___________________________________________________________________
 FX2761  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 FX2761  DYNAMIC HT  -          14.351 (meters)      47.08  (feet)  COMP
 FX2761  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 FX2761
 FX2761  VERT ORDER  -  SECOND    CLASS II
 FX2761
 FX2761.The horizontal coordinates were scaled from a topographic map and have
 FX2761.an estimated accuracy of +/- 6 seconds.
 FX2761
 FX2761.The orthometric height was determined by differential leveling
 FX2761.and adjusted in June 1991.
 FX2761
 FX2761.The geoid height was determined by GEOID03.
 FX2761
 FX2761.The dynamic height is computed by dividing the NAVD 88
 FX2761.geopotential number by the normal gravity value computed on the
 FX2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2761.degrees latitude (g = 980.6199 gals.).
 FX2761
 FX2761.The modeled gravity was interpolated from observed gravity values.
 FX2761
 FX2761;                    North         East    Units  Estimated Accuracy
 FX2761;SPC NC       -   287,350.      790,710.      MT  (+/- 180 meters Scaled)
 FX2761
 FX2761                          SUPERSEDED SURVEY CONTROL
 FX2761
 FX2761.No superseded survey control is available for this station.
 FX2761
 FX2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF219216(NAD 83)
 FX2761_MARKER: DB = BENCH MARK DISK
 FX2761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2761_SP_SET: IN HEADWALL
 FX2761_STAMPING: 12 CRH 1972 48
 FX2761_MARK LOGO: USGS  
 FX2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2761+STABILITY: SURFACE MOTION
 FX2761
 FX2761  HISTORY     - Date     Condition        Report By
 FX2761  HISTORY     - 1972     MONUMENTED       USGS
 FX2761  HISTORY     - 1980     GOOD             NCGS
 FX2761
 FX2761                          STATION DESCRIPTION
 FX2761
 FX2761'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2761'2.5 MI NORTH FROM AHOSKIE.
 FX2761'2.55 MILES NORTH ALONG US 13 ACADEMY STREET FROM JUNCTION WITH MAIN
 FX2761'STREET IN AHOSKIE, 71.8 FEET WEST OF NORTHWEST CORNER OF BRICK HOUSE,
 FX2761'25.6 FEET SOUTHEAST OF CENTERLINE OF US 13 IN CENTER OF HEADWALL AND
 FX2761'0.2 FEET ABOVE LEVEL OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2554 ***********************************************************************
 FX2554  DESIGNATION -  12 DOP
 FX2554  PID         -  FX2554
 FX2554  STATE/COUNTY-  NC/HALIFAX
 FX2554  USGS QUAD   -  PALMYRA (1962)
 FX2554
 FX2554                         *CURRENT SURVEY CONTROL
 FX2554  ___________________________________________________________________
 FX2554* NAD 83(2007)-  36 04 16.96543(N)    077 20 29.49234(W)     ADJUSTED  
 FX2554* NAVD 88     -        26.980  (meters)      88.52   (feet)  ADJUSTED  
 FX2554  ___________________________________________________________________
 FX2554  EPOCH DATE  -        2002.00
 FX2554  X           -   1,131,049.913 (meters)                     COMP
 FX2554  Y           -  -5,035,879.458 (meters)                     COMP
 FX2554  Z           -   3,734,591.530 (meters)                     COMP
 FX2554  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FX2554  ELLIP HEIGHT-          -8.217 (meters)          (02/10/07) ADJUSTED
 FX2554  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 FX2554  DYNAMIC HT  -          26.958 (meters)      88.44  (feet)  COMP
 FX2554
 FX2554  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2554  Type    PID    Designation                      North   East  Ellip
 FX2554  -------------------------------------------------------------------
 FX2554  NETWORK FX2554 12 DOP                            0.63   0.57   1.53
 FX2554  -------------------------------------------------------------------
 FX2554  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 FX2554
 FX2554  VERT ORDER  -  SECOND    CLASS II
 FX2554
 FX2554.The horizontal coordinates were established by GPS observations
 FX2554.and adjusted by the National Geodetic Survey in February 2007.
 FX2554
 FX2554.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2554.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2554.The horizontal coordinates are valid at the epoch date displayed above.
 FX2554.The epoch date for horizontal control is a decimal equivalence
 FX2554.of Year/Month/Day.
 FX2554
 FX2554.The orthometric height was determined by differential leveling
 FX2554.and adjusted in June 1991.
 FX2554
 FX2554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2554
 FX2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2554
 FX2554.The ellipsoidal height was determined by GPS observations
 FX2554.and is referenced to NAD 83.
 FX2554
 FX2554.The geoid height was determined by GEOID03.
 FX2554
 FX2554.The dynamic height is computed by dividing the NAVD 88
 FX2554.geopotential number by the normal gravity value computed on the
 FX2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2554.degrees latitude (g = 980.6199 gals.).
 FX2554
 FX2554.The modeled gravity was interpolated from observed gravity values.
 FX2554
 FX2554;                    North         East     Units Scale Factor Converg.
 FX2554;SPC NC       -   258,768.589   758,989.799   MT  0.99997480   +0 57 26.0
 FX2554;SPC NC       -   848,976.61  2,490,119.03   sFT  0.99997480   +0 57 26.0
 FX2554;UTM  18      - 3,994,403.273   289,136.044   MT  1.00014790   -1 22 45.1
 FX2554
 FX2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2554!SPC NC       -   1.00000129  x   0.99997480  =   0.99997609
 FX2554!UTM  18      -   1.00000129  x   1.00014790  =   1.00014919
 FX2554
 FX2554                          SUPERSEDED SURVEY CONTROL
 FX2554
 FX2554  NAD 83(2001)-  36 04 16.96559(N)    077 20 29.49188(W) AD(       ) 1
 FX2554  ELLIP H (03/13/03)   -8.210  (m)                       GP(       ) 4 2
 FX2554  NAD 83(1986)-  36 04 16.97400(N)    077 20 29.50305(W) AD(       ) 1
 FX2554  NAVD 88 (03/10/00)   26.98   (m)           88.5    (f) LEVELING    3  
 FX2554  NGVD 29 (??/??/92)   27.321  (m)           89.64   (f) ADJ UNCH    2 2
 FX2554
 FX2554.Superseded values are not recommended for survey control.
 FX2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2554.See file dsdata.txt to determine how the superseded data were derived.
 FX2554
 FX2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8913694403(NAD 83)
 FX2554_MARKER: DD = SURVEY DISK
 FX2554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2554_SP_SET: GAS PUMP ISLAND
 FX2554_STAMPING: 12 DOP 1961
 FX2554_MARK LOGO: NCGS  
 FX2554_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2554+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1993
 FX2554
 FX2554  HISTORY     - Date     Condition        Report By
 FX2554  HISTORY     - 1961     MONUMENTED       NCGS
 FX2554  HISTORY     - 1975     GOOD             NCGS
 FX2554  HISTORY     - 19930422 GOOD             NCGS
 FX2554
 FX2554                          STATION DESCRIPTION
 FX2554
 FX2554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2554'IN PALMYRA.
 FX2554'STATION IS LOCATED IN TOP OF NORTH END OF CONCRETE GAS PUMP ISLAND OF
 FX2554'THE ROANOKE FARM EQUIPMENT OCOMPANY.  33.0 FT. SOUTH OF C/L OF NC 903,
 FX2554'15.0 FT. WEST OF NW CORNER OF THE FRAME FARM EQUIPMENT BUILDING, AND
 FX2554'38.0 FT. EAST OF NE CORNER OF THE POST OFFICE BUILDING.  DISK IS SET
 FX2554'FLUSH IN DRILL HOLE IN CONCRETE ISLAND.
 FX2554
 FX2554                          STATION RECOVERY (1993)
 FX2554
 FX2554'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2554'STATION IS LOCATED IN PALMYRA, 6.1 MI (9.8 KM) SOUTHEAST OF SCOTLAND
 FX2554'NECK. MARK IS ON TOP OF AN ABANDONED GAS PUMP ISLAND, ON LINE BETWEEN
 FX2554'THE FRONT OF AN ABANDONED FRAME BUILDING AND THE FRONT OF THE
 FX2554'ABANDONED BRICK POST OFFICE BUILDING.  LOCATED 33.0 FT (10.1 M) WEST
 FX2554'OF THE CENTERLINE OF THE HIGHWAY, 15.0 FT (4.6 M) NORTH OF THE
 FX2554'NORTHEAST CORNER OF THE FRAME BUILDING, AND 38.0 FT (11.6 M) SOUTH OF
 FX2554'THE SOUTHEAST CORNER OF THE BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4566 ***********************************************************************
 AE4566  DESIGNATION -  12 JAS
 AE4566  PID         -  AE4566
 AE4566  STATE/COUNTY-  NC/ROWAN
 AE4566  USGS QUAD   -  CHINA GROVE (1987)
 AE4566
 AE4566                         *CURRENT SURVEY CONTROL
 AE4566  ___________________________________________________________________
 AE4566* NAD 83(2001)-  35 37 01.49917(N)    080 35 25.41503(W)     ADJUSTED  
 AE4566* NAVD 88     -       249.70   (+/-2cm)     819.2    (feet)  VERTCON   
 AE4566  ___________________________________________________________________
 AE4566  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 AE4566  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AE4566  HORZ ORDER  -  SECOND
 AE4566  VERT ORDER  -  THIRD ? (See Below)
 AE4566
 AE4566.The horizontal coordinates were established by classical geodetic methods
 AE4566.and adjusted by the National Geodetic Survey in August 2005.
 AE4566
 AE4566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4566.The vertical order pertains to the NGVD 29 superseded value.
 AE4566
 AE4566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4566
 AE4566.The geoid height was determined by GEOID03.
 AE4566
 AE4566;                    North         East     Units Scale Factor Converg.
 AE4566;SPC NC       -   208,271.367   465,537.118   MT  0.99989286   -0 55 04.5
 AE4566;SPC NC       -   683,303.64  1,527,349.69   sFT  0.99989286   -0 55 04.5
 AE4566;UTM  17      - 3,941,555.948   537,094.641   MT  0.99961696   +0 14 18.8
 AE4566
 AE4566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4566!SPC NC       -   0.99996570  x   0.99989286  =   0.99985856
 AE4566!UTM  17      -   0.99996570  x   0.99961696  =   0.99958267
 AE4566
 AE4566                          SUPERSEDED SURVEY CONTROL
 AE4566
 AE4566  NAD 83(1986)-  35 37 01.51031(N)    080 35 25.42196(W) AD(       ) 2
 AE4566  NGVD 29 (11/20/97)  249.93   (m)          820.0    (f) LEVELING    3  
 AE4566
 AE4566.Superseded values are not recommended for survey control.
 AE4566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4566.See file dsdata.txt to determine how the superseded data were derived.
 AE4566
 AE4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3709541556(NAD 83)
 AE4566_MARKER: DB = BENCH MARK DISK
 AE4566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4566_STAMPING: 12 JAS 1966 820
 AE4566_MARK LOGO: USGS  
 AE4566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4566+STABILITY: SURFACE MOTION
 AE4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4566+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1991
 AE4566
 AE4566  HISTORY     - Date     Condition        Report By
 AE4566  HISTORY     - 1966     MONUMENTED       USGS
 AE4566  HISTORY     - 19910918 GOOD             NCGS
 AE4566
 AE4566                          STATION DESCRIPTION
 AE4566
 AE4566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4566'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF SALISBURY
 AE4566'AND 3.1 MI (5.0 KM) NORTH-NORTHWEST OF CHINA GROVE. PROCEED ALONG NC
 AE4566'150 FOR 5.1 MI (8.2 KM) WEST FROM US 70-US 601 (JAKE ALEXANDER
 AE4566'BOULEVARD), THENCE SOUTH FOR 2.6 MI (4.2 KM) ALONG SR 1509 (MILLER
 AE4566'ROAD) TO SR 1503 (GRACE CHURCH ROAD) AND THE STATION, ON THE SOUTHEAST
 AE4566'SIDE OF THE T-INTERSECTION. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AE4566'FLUSH WITH GROUND. LOCATED 42.0 FT (12.8 M) EAST-SOUTHEAST OF THE
 AE4566'CENTERLINE OF SR 1509, 48.5 FT (14.8 M) NORTH-NORTHEAST OF THE
 AE4566'CENTERLINE OF SR 1503, 78.9 FT (24.0 M) NORTH OF A TELEPHONE PEDESTAL,
 AE4566'AND 7.8 FT (2.4 M) SOUTH OF A 12-INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2497 ***********************************************************************
 EZ2497  DESIGNATION -  12 JS 5
 EZ2497  PID         -  EZ2497
 EZ2497  STATE/COUNTY-  NC/WAKE
 EZ2497  USGS QUAD   -  RALEIGH EAST (1993)
 EZ2497
 EZ2497                         *CURRENT SURVEY CONTROL
 EZ2497  ___________________________________________________________________
 EZ2497* NAD 83(1986)-  35 47 42.     (N)    078 32 56.     (W)     SCALED    
 EZ2497* NAVD 88     -        77.389  (meters)     253.90   (feet)  ADJUSTED  
 EZ2497  ___________________________________________________________________
 EZ2497  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 EZ2497  DYNAMIC HT  -          77.321 (meters)     253.68  (feet)  COMP
 EZ2497  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 EZ2497
 EZ2497  VERT ORDER  -  SECOND    CLASS II
 EZ2497
 EZ2497.The horizontal coordinates were scaled from a topographic map and have
 EZ2497.an estimated accuracy of +/- 6 seconds.
 EZ2497
 EZ2497.The orthometric height was determined by differential leveling
 EZ2497.and adjusted in June 1991.
 EZ2497
 EZ2497.The geoid height was determined by GEOID03.
 EZ2497
 EZ2497.The dynamic height is computed by dividing the NAVD 88
 EZ2497.geopotential number by the normal gravity value computed on the
 EZ2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2497.degrees latitude (g = 980.6199 gals.).
 EZ2497
 EZ2497.The modeled gravity was interpolated from observed gravity values.
 EZ2497
 EZ2497;                    North         East    Units  Estimated Accuracy
 EZ2497;SPC NC       -   226,950.      650,380.      MT  (+/- 180 meters Scaled)
 EZ2497
 EZ2497                          SUPERSEDED SURVEY CONTROL
 EZ2497
 EZ2497  NGVD 29 (??/??/92)   77.667  (m)          254.81   (f) ADJ UNCH    2 2
 EZ2497
 EZ2497.Superseded values are not recommended for survey control.
 EZ2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2497.See file dsdata.txt to determine how the superseded data were derived.
 EZ2497
 EZ2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV215639(NAD 83)
 EZ2497_MARKER: DE = TRAVERSE STATION DISK
 EZ2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2497_STAMPING: 12JS-5 1961
 EZ2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2497+STABILITY: SURFACE MOTION
 EZ2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2497+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 EZ2497
 EZ2497  HISTORY     - Date     Condition        Report By
 EZ2497  HISTORY     - 1961     MONUMENTED       NCGS
 EZ2497  HISTORY     - 1976     GOOD             NCGS
 EZ2497  HISTORY     - 20070603 GOOD             GEOCAC
 EZ2497
 EZ2497                          STATION DESCRIPTION
 EZ2497
 EZ2497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2497'5.1 MI E FROM RALEIGH.
 EZ2497'TO REACH STATION FROM THE NEW BERN AVE. OVERPASS OF THE BELTLINE,
 EZ2497'PROCEED EAST ALONG US 64 (NEW BERN AVE.) FOR 2.1 MILES TO SR 2517
 EZ2497'CROSSROAD, TURN LEFT AND CONTINUE NORTH FOR ABOUT 300 FEET TO STATION
 EZ2497'ON NORTH SIDE OF T INTERSECTION OF OLD US 64 AND SR 2517, IN SOUTHWEST
 EZ2497'CORNER OF A YARD WITH A ONE STORY SHINGLED HOME, 0.55 MILE WEST OF THE
 EZ2497'NEUSE RIVER BRIDGE.  35.6 FT. NNE OF CENTERLINE OF OLD US 64, 41.7 FT.
 EZ2497'NNW OF CENTERLINE INTERSECTION HIGHWAY WITH SR 2517, 9.8 FT. NW OF
 EZ2497'CENTERLINE DRIVEWAY TO HOUSE, 19.7 FT. WNW OF 40 INCH OAK WITH
 EZ2497'ALUMINUM REF. TAG AND 28.8 FT. SW OF POWER POLE WITH TRANSFORMER AND
 EZ2497'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE PRECAST, 2 INCHES
 EZ2497'BELOW THE SURFACE OF THE GROUND.
 EZ2497
 EZ2497                          STATION RECOVERY (2007)
 EZ2497
 EZ2497'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2497'DELETE REFERENCE TO HOUSE, WHICH HAS BEEN DEMOLISHED. THERE HAS BEEN A
 EZ2497'ROAD ALIGNMENT, BUT THE OLD T INTERSECTION REMAINS VISIBLE.
 EZ2497'TO REACH FROM HIGHWAY US-64, GO NORTH ON SOUTHHALL ROAD 300 FEET. TURN
 EZ2497'LEFT ON OLD US-64 AND GO 200 FEET TO STATION ON RIGHT, IN A BAMBOO
 EZ2497'THICKET.
 EZ2497'HH2 GPS COORDINATES N35 47 41.8, W078 32 55.7. MARK IS RECESSED 2
 EZ2497'INCHES.
 EZ2497' 
 EZ2497' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2312 ***********************************************************************
 FY2312  DESIGNATION -  12 MAX
 FY2312  PID         -  FY2312
 FY2312  STATE/COUNTY-  NC/CASWELL
 FY2312  USGS QUAD   -  YANCEYVILLE (1994)
 FY2312
 FY2312                         *CURRENT SURVEY CONTROL
 FY2312  ___________________________________________________________________
 FY2312* NAD 83(2001)-  36 24 56.56451(N)    079 22 02.01902(W)     ADJUSTED  
 FY2312* NAVD 88     -       205.263  (meters)     673.43   (feet)  ADJUSTED  
 FY2312  ___________________________________________________________________
 FY2312  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FY2312  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FY2312  DYNAMIC HT  -         205.095 (meters)     672.88  (feet)  COMP
 FY2312  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 FY2312
 FY2312  HORZ ORDER  -  SECOND
 FY2312  VERT ORDER  -  FIRST     CLASS II
 FY2312
 FY2312.The horizontal coordinates were established by classical geodetic methods
 FY2312.and adjusted by the National Geodetic Survey in August 2005.
 FY2312
 FY2312.The orthometric height was determined by differential leveling
 FY2312.and adjusted in June 1991.
 FY2312
 FY2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2312
 FY2312.The geoid height was determined by GEOID03.
 FY2312
 FY2312.The dynamic height is computed by dividing the NAVD 88
 FY2312.geopotential number by the normal gravity value computed on the
 FY2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2312.degrees latitude (g = 980.6199 gals.).
 FY2312
 FY2312.The modeled gravity was interpolated from observed gravity values.
 FY2312
 FY2312;                    North         East     Units Scale Factor Converg.
 FY2312;SPC NC       -   295,790.915   576,662.753   MT  1.00007904   -0 12 43.0
 FY2312;SPC NC       -   970,440.69  1,891,934.38   sFT  1.00007904   -0 12 43.0
 FY2312;UTM  17      - 4,031,297.055   646,387.598   MT  0.99986403   +0 58 10.0
 FY2312
 FY2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2312!SPC NC       -   0.99997271  x   1.00007904  =   1.00005175
 FY2312!UTM  17      -   0.99997271  x   0.99986403  =   0.99983674
 FY2312
 FY2312                          SUPERSEDED SURVEY CONTROL
 FY2312
 FY2312  NAD 83(1993)-  36 24 56.56536(N)    079 22 02.02189(W) AD(       ) 2
 FY2312  NAD 83(1986)-  36 24 56.56948(N)    079 22 02.02569(W) AD(       ) 2
 FY2312  NGVD 29 (03/05/92)  205.486  (m)          674.17   (f) ADJUSTED    1 2
 FY2312
 FY2312.Superseded values are not recommended for survey control.
 FY2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2312.See file dsdata.txt to determine how the superseded data were derived.
 FY2312
 FY2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4638831297(NAD 83)
 FY2312_MARKER: DB = BENCH MARK DISK
 FY2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2312_SP_SET: CONCRETE POST
 FY2312_STAMPING: 12 MAX 1971 674
 FY2312_MARK LOGO: USGS  
 FY2312_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2312+STABILITY: SURFACE MOTION
 FY2312
 FY2312  HISTORY     - Date     Condition        Report By
 FY2312  HISTORY     - 1971     MONUMENTED       USGS
 FY2312  HISTORY     - 1982     GOOD             NCGS
 FY2312  HISTORY     - 20060308 POOR             GEOCAC
 FY2312
 FY2312                          STATION DESCRIPTION
 FY2312
 FY2312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2312'2.0 MI WNW FROM YANCEYVILLE.
 FY2312'ALONG US 158, 0.95 MILE WEST OF THE INTERSECTION WITH NC 86 NORTHWEST
 FY2312'OF YANCEYVILLE, IN SOUTHEAST QUADRANT OF INTERSECTION WITH SR 1123,
 FY2312'46.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 41.0 FEET EAST OF CENTERLINE
 FY2312'OF ROAD, 57.9 FEET SOUTHEAST OF CENTERLINE INTERSECTION OF HIGHWAY
 FY2312'AND ROAD, 14.5 FEET SOUTHEAST OF POWER POLE, 78.7 FEET NORTH OF FENCE
 FY2312'CORNER AND 80.4 FEET WEST-SOUTHWEST OF FENCE CORNER.
 FY2312'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2312
 FY2312                          STATION RECOVERY (2006)
 FY2312
 FY2312'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2312'MONUMENT IS BROKEN OFF AT GROUND LEVEL. DISK AND STEM ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8046 ***********************************************************************
 AF8046  DESIGNATION -  12 MEA
 AF8046  PID         -  AF8046
 AF8046  STATE/COUNTY-  NC/NASH
 AF8046  USGS QUAD   -  SPRING HOPE (1981)
 AF8046
 AF8046                         *CURRENT SURVEY CONTROL
 AF8046  ___________________________________________________________________
 AF8046* NAD 83(2001)-  35 54 38.79002(N)    078 05 18.05693(W)     ADJUSTED  
 AF8046* NAVD 88     -        83.78   (+/-2cm)     274.9    (feet)  VERTCON   
 AF8046  ___________________________________________________________________
 AF8046  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AF8046  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AF8046  HORZ ORDER  -  SECOND
 AF8046  VERT ORDER  -  THIRD ? (See Below)
 AF8046
 AF8046.The horizontal coordinates were established by classical geodetic methods
 AF8046.and adjusted by the National Geodetic Survey in August 2005.
 AF8046
 AF8046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8046.The vertical order pertains to the NGVD 29 superseded value.
 AF8046
 AF8046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8046
 AF8046.The geoid height was determined by GEOID03.
 AF8046
 AF8046;                    North         East     Units Scale Factor Converg.
 AF8046;SPC NC       -   240,078.818   691,885.308   MT  0.99993862   +0 31 34.2
 AF8046;SPC NC       -   787,658.59  2,269,960.38   sFT  0.99993862   +0 31 34.2
 AF8046;UTM  17      - 3,977,969.909   762,751.032   MT  1.00045078   +1 42 31.4
 AF8046
 AF8046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8046!SPC NC       -   0.99999224  x   0.99993862  =   0.99993086
 AF8046!UTM  17      -   0.99999224  x   1.00045078  =   1.00044301
 AF8046
 AF8046                          SUPERSEDED SURVEY CONTROL
 AF8046
 AF8046  NAD 83(1986)-  35 54 38.79566(N)    078 05 18.06760(W) AD(       ) 2
 AF8046  NGVD 29 (06/05/98)   84.09   (m)          275.9    (f) LEVELING    3  
 AF8046
 AF8046.Superseded values are not recommended for survey control.
 AF8046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8046.See file dsdata.txt to determine how the superseded data were derived.
 AF8046
 AF8046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6275177970(NAD 83)
 AF8046_MARKER: DB = BENCH MARK DISK
 AF8046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8046_STAMPING: 12 MEA 1975 276
 AF8046_MARK LOGO: USGS  
 AF8046_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF8046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8046+STABILITY: SURFACE MOTION
 AF8046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8046+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 AF8046
 AF8046  HISTORY     - Date     Condition        Report By
 AF8046  HISTORY     - 1975     MONUMENTED       USGS
 AF8046  HISTORY     - 19830101 GOOD             NCGS
 AF8046  HISTORY     - 20050101 GOOD             USPSQD
 AF8046
 AF8046                          STATION DESCRIPTION
 AF8046
 AF8046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8046'STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF SPRING HOPE AND
 AF8046'5.15 KM (3.20 MI) NORTH-NORTHEAST OF FLOODS CHAPEL CROSSROAD. ALONG NC
 AF8046'581 FOR 2.5 KM (1.55 MI) SOUTHEAST FROM THE US 64 UNDERPASS (SOUTHEAST
 AF8046'OF SPRING HOPE), AT SR 1921, IN THE NORTHEAST QUADRANT, AND IN THE
 AF8046'NORTHWEST CORNER OF THE YARD OF A RED FRAME HOUSE. MARK PROJECTS 6
 AF8046'INCHES ABOVE GROUND AND IS 3-FEET HIGHER THAN THE HIGHWAY. LOCATED 8.5
 AF8046'M (27.9 FT) EAST-NORTHEAST OF CENTERLINE OF HIGHWAY, 33.5 M (109.9 FT)
 AF8046'NORTH-NORTHEAST OF CENTERLINE OF ROAD, 3.7 M (12.1 FT) SOUTHEAST OF
 AF8046'SOUTH END OF NORTH DRIVEWAY CULVERT, 28.5 M (93.5 FT) NORTHWEST OF THE
 AF8046'NORTHWEST PORCH CORNER, 0.5 M (1.6 FT) WEST-NORTHWEST OF A
 AF8046'RIGHT-OF-WAY MARKER--AND 8.7 M (28.5 FT) SOUTHWEST OF A POWER POLE
 AF8046'(NO. 89), 6.1 M (20.0 FT) NORTH OF A 30-INCH OAK--BOTH WITH REFERENCE
 AF8046'TAGS.
 AF8046
 AF8046                          STATION RECOVERY (2005)
 AF8046
 AF8046'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1260 ***********************************************************************
 EZ1260  DESIGNATION -  12 WC 18
 EZ1260  PID         -  EZ1260
 EZ1260  STATE/COUNTY-  NC/CHATHAM
 EZ1260  USGS QUAD   -  SILER CITY (1988)
 EZ1260
 EZ1260                         *CURRENT SURVEY CONTROL
 EZ1260  ___________________________________________________________________
 EZ1260* NAD 83(2001)-  35 43 58.88777(N)    079 27 07.87849(W)     ADJUSTED  
 EZ1260* NAVD 88     -       182.462  (meters)     598.63   (feet)  ADJUSTED  
 EZ1260  ___________________________________________________________________
 EZ1260  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EZ1260  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ1260  DYNAMIC HT  -         182.309 (meters)     598.13  (feet)  COMP
 EZ1260  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 EZ1260
 EZ1260  HORZ ORDER  -  SECOND
 EZ1260  VERT ORDER  -  SECOND    CLASS II
 EZ1260
 EZ1260.The horizontal coordinates were established by classical geodetic methods
 EZ1260.and adjusted by the National Geodetic Survey in August 2005.
 EZ1260
 EZ1260.The orthometric height was determined by differential leveling
 EZ1260.and adjusted in June 1991.
 EZ1260
 EZ1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1260
 EZ1260.The geoid height was determined by GEOID03.
 EZ1260
 EZ1260.The dynamic height is computed by dividing the NAVD 88
 EZ1260.geopotential number by the normal gravity value computed on the
 EZ1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1260.degrees latitude (g = 980.6199 gals.).
 EZ1260
 EZ1260.The modeled gravity was interpolated from observed gravity values.
 EZ1260
 EZ1260;                    North         East     Units Scale Factor Converg.
 EZ1260;SPC NC       -   220,073.233   568,697.178   MT  0.99990778   -0 15 39.6
 EZ1260;SPC NC       -   722,023.60  1,865,800.66   sFT  0.99990778   -0 15 39.6
 EZ1260;UTM  17      - 3,955,441.938   639,974.705   MT  0.99984144   +0 54 14.7
 EZ1260
 EZ1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1260!SPC NC       -   0.99997614  x   0.99990778  =   0.99988392
 EZ1260!UTM  17      -   0.99997614  x   0.99984144  =   0.99981758
 EZ1260
 EZ1260:                Primary Azimuth Mark                     Grid Az
 EZ1260:SPC NC       -  THEATRE                                  093 22 23.7
 EZ1260:UTM  17      -  THEATRE                                  092 12 29.4
 EZ1260
 EZ1260|---------------------------------------------------------------------|
 EZ1260| PID    Reference Object                     Distance      Geod. Az  |
 EZ1260|                                                           dddmmss.s |
 EZ1260| EZ1258 THEATRE                             APPROX. 0.6 KM 0930644.1 |
 EZ1260| EZ1259 39 EG 5                             476.661 METERS 0961047.8 |
 EZ1260|---------------------------------------------------------------------|
 EZ1260
 EZ1260                          SUPERSEDED SURVEY CONTROL
 EZ1260
 EZ1260  NAD 83(1986)-  35 43 58.89095(N)    079 27 07.88839(W) AD(       ) 2
 EZ1260  NAD 27      -  35 43 58.38652(N)    079 27 08.81605(W) AD(       ) 2
 EZ1260  NGVD 29 (??/??/92)  182.68   (m)          599.3    (f) COMPUTED    2 2
 EZ1260
 EZ1260.Superseded values are not recommended for survey control.
 EZ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1260.See file dsdata.txt to determine how the superseded data were derived.
 EZ1260
 EZ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3997555442(NAD 83)
 EZ1260_MARKER: DD = SURVEY DISK
 EZ1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1260_STAMPING: 12 WC 18 1966
 EZ1260_MARK LOGO: NCHPWC
 EZ1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1260+STABILITY: SURFACE MOTION
 EZ1260
 EZ1260  HISTORY     - Date     Condition        Report By
 EZ1260  HISTORY     - 1974     MONUMENTED       NCSHC
 EZ1260  HISTORY     - 1974     GOOD             NCGS
 EZ1260  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EZ1260  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EZ1260
 EZ1260                          STATION DESCRIPTION
 EZ1260
 EZ1260'DESCRIBED BY NC STATE HWYS COMM 1974 (JDB)
 EZ1260'12 WC 18 IS A TRAVERSE STATION ESTABLISHED BY N. C. STATE HIGHWAY
 EZ1260'COMMISSION IN THE VICINITY OF SILER CITY, NORTH CAROLINA IN 1966,
 EZ1260'AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 EZ1260'
 EZ1260'12 WC 18 IS LOCATED APPROXIMATELY IN NE SECTION OF SILER CITY.  TO
 EZ1260'REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER CITY,
 EZ1260'PROCEED EAST ALONG U.S. 64 FOR 0.8 MILE TO INTERSECTION WITH NORTH
 EZ1260'STREET, AND STATION IN NE QUADRANT.
 EZ1260'
 EZ1260'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EZ1260'STAMPED 12 WC 18 1966, SET IN THE TOP OF A CONCRETE CYLINDER,
 EZ1260'PROJECTING 2 INCHES ABOVE THE GROUND.
 EZ1260'
 EZ1260'MARK IS 40.8 FT N OF C/L OF U.S. 64
 EZ1260'
 EZ1260'20.2 FT E OF C/L OF NORTH STREET
 EZ1260'
 EZ1260'60.2 FT SE OF TOP OF FIRE HYDRANT
 EZ1260'
 EZ1260'8.1 FT NNE OF METAL STREET MARKER POST (NORTH AND COLLEGE STREETS)
 EZ1260'
 EZ1260'44.6 FT SSW OF PP 2885 WITH ALUMINUM REF. TAG
 EZ1260
 EZ1260                          STATION RECOVERY (1974)
 EZ1260
 EZ1260'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1260'IN SILER CITY.
 EZ1260'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER
 EZ1260'CITY, PROCEED EAST ALONG U.S. 64 FOR 0.8 MILE TO INTERSECTION
 EZ1260'WITH NORTH STREET, AND STATION IN NE QUADRANT, 40.8 FT NORTH OF
 EZ1260'C/L OF U.S. 64, 20.2 FT EAST OF C/L OF NORTH STREET, 60.2 FT SE
 EZ1260'OF TOP OF FIRE HYDRANT, 8.1 FT NNE OF METAL STREET MARKER POST
 EZ1260'(NORTH AND COLLEGE STREETS), AND 44.6 FT SSW OF PP 2885 WITH
 EZ1260'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EZ1260'PROJECTING 2 INCHES ABOVE THE GROUND.
 EZ1260
 EZ1260                          STATION RECOVERY (1982)
 EZ1260
 EZ1260'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ1260'THREE MAN PARTY SPENT CONSIDERABLE TIME SEARCHING FOR MARK BUT
 EZ1260'NOT RECOVERED.
 EZ1260
 EZ1260                          STATION RECOVERY (1982)
 EZ1260
 EZ1260'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0866 ***********************************************************************
 FZ0866  DESIGNATION -  120
 FZ0866  PID         -  FZ0866
 FZ0866  STATE/COUNTY-  NC/WILKES
 FZ0866  USGS QUAD   -  MAPLE SPRINGS (1966)
 FZ0866
 FZ0866                         *CURRENT SURVEY CONTROL
 FZ0866  ___________________________________________________________________
 FZ0866* NAD 83(1986)-  36 11 38.     (N)    081 24 59.     (W)     SCALED    
 FZ0866* NAVD 88     -       449.170  (meters)    1473.65   (feet)  ADJUSTED  
 FZ0866  ___________________________________________________________________
 FZ0866  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 FZ0866  DYNAMIC HT  -         448.730 (meters)    1472.21  (feet)  COMP
 FZ0866  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 FZ0866
 FZ0866  VERT ORDER  -  SECOND    CLASS 0
 FZ0866
 FZ0866.The horizontal coordinates were scaled from a topographic map and have
 FZ0866.an estimated accuracy of +/- 6 seconds.
 FZ0866
 FZ0866.The orthometric height was determined by differential leveling
 FZ0866.and adjusted in June 1991.
 FZ0866
 FZ0866.The geoid height was determined by GEOID03.
 FZ0866
 FZ0866.The dynamic height is computed by dividing the NAVD 88
 FZ0866.geopotential number by the normal gravity value computed on the
 FZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0866.degrees latitude (g = 980.6199 gals.).
 FZ0866
 FZ0866.The modeled gravity was interpolated from observed gravity values.
 FZ0866
 FZ0866;                    North         East    Units  Estimated Accuracy
 FZ0866;SPC NC       -   273,760.      392,290.      MT  (+/- 180 meters Scaled)
 FZ0866
 FZ0866                          SUPERSEDED SURVEY CONTROL
 FZ0866
 FZ0866  NGVD 29 (??/??/92)  449.294  (m)         1474.06   (f) ADJ UNCH    2 0
 FZ0866
 FZ0866.Superseded values are not recommended for survey control.
 FZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0866.See file dsdata.txt to determine how the superseded data were derived.
 FZ0866
 FZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA625055(NAD 83)
 FZ0866_MARKER: P = PIPE CAP
 FZ0866_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FZ0866_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FZ0866_STAMPING: 120 1934
 FZ0866_MARK LOGO: USDA  
 FZ0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0866
 FZ0866  HISTORY     - Date     Condition        Report By
 FZ0866  HISTORY     - 1934     MONUMENTED       USDA
 FZ0866  HISTORY     - 1935     GOOD             NGS
 FZ0866  HISTORY     - 19920629 SEE DESCRIPTION  NCGS
 FZ0866
 FZ0866                          STATION DESCRIPTION
 FZ0866
 FZ0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ0866'17.2 MI E FROM BOONE.
 FZ0866'IN WILKES COUNTY, 17.2 MILES EAST ALONG U.S. HIGHWAY 421 FROM
 FZ0866'THE POST OFFICE AT BOONE, WATAUGA COUNTY, AT THE TOP OF A
 FZ0866'HILL, AT THE SOUTHEAST END OF A CUT, 18 FEET NORTH OF THE
 FZ0866'CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.
 FZ0866'A UNITED STATES DEPARTMENT OF AGRICULTURE STANDARD CAP, STAMPED
 FZ0866'120 1934 AND FASTENED ON THE TOP OF AN IRON PIPE PROJECTING 6
 FZ0866'INCHES ABOVE GROUND.
 FZ0866
 FZ0866                          STATION RECOVERY (1992)
 FZ0866
 FZ0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ0866'A NEW 4 LANE DIVIDED HIGHWAY HAS REPLACED THE OLD ROAD. IF THE STATION
 FZ0866'STILL EXISTS THE DESCRIPTION IS INADEQUATE FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0769 ***********************************************************************
 EY0769  DESIGNATION -  120
 EY0769  PID         -  EY0769
 EY0769  STATE/COUNTY-  NC/WAYNE
 EY0769  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY0769
 EY0769                         *CURRENT SURVEY CONTROL
 EY0769  ___________________________________________________________________
 EY0769* NAD 83(1986)-  35 22 18.     (N)    077 54 45.     (W)     SCALED    
 EY0769* NAVD 88     -        35.927  (meters)     117.87   (feet)  ADJUSTED  
 EY0769  ___________________________________________________________________
 EY0769  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EY0769  DYNAMIC HT  -          35.895 (meters)     117.77  (feet)  COMP
 EY0769  MODELED GRAV-     979,749.1   (mgal)                       NAVD 88
 EY0769
 EY0769  VERT ORDER  -  FIRST     CLASS II
 EY0769
 EY0769.The horizontal coordinates were scaled from a topographic map and have
 EY0769.an estimated accuracy of +/- 6 seconds.
 EY0769
 EY0769.The orthometric height was determined by differential leveling
 EY0769.and adjusted in June 1991.
 EY0769
 EY0769.The geoid height was determined by GEOID03.
 EY0769
 EY0769.The dynamic height is computed by dividing the NAVD 88
 EY0769.geopotential number by the normal gravity value computed on the
 EY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0769.degrees latitude (g = 980.6199 gals.).
 EY0769
 EY0769.The modeled gravity was interpolated from observed gravity values.
 EY0769
 EY0769;                    North         East    Units  Estimated Accuracy
 EY0769;SPC NC       -   180,430.      708,410.      MT  (+/- 180 meters Scaled)
 EY0769
 EY0769                          SUPERSEDED SURVEY CONTROL
 EY0769
 EY0769  NGVD 29 (??/??/92)   36.23   (m)          118.9    (f) COMPUTED    1 2
 EY0769
 EY0769.Superseded values are not recommended for survey control.
 EY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0769.See file dsdata.txt to determine how the superseded data were derived.
 EY0769
 EY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE353181(NAD 83)
 EY0769_MARKER: P = PIPE CAP
 EY0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0769_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0769_STAMPING: 120 M.C.
 EY0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0769
 EY0769  HISTORY     - Date     Condition        Report By
 EY0769  HISTORY     - UNK      MONUMENTED       USGS
 EY0769  HISTORY     - 1935     GOOD             NGS
 EY0769  HISTORY     - 1968     MARK NOT FOUND   NGS
 EY0769  HISTORY     - 1978     MARK NOT FOUND   DOD
 EY0769  HISTORY     - 19991228 MARK NOT FOUND   NCGS
 EY0769  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 EY0769
 EY0769                          STATION DESCRIPTION
 EY0769
 EY0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0769'4.5 MI W FROM BESTS.
 EY0769'4-1/2 MILES WEST ALONG THE ATLANTIC AND NORTH CAROLINA RAILROAD
 EY0769'FROM BESTS, WAYNE COUNTY, 0.3 MILE EAST OF MILEPOST 5, 30 FEET
 EY0769'WEST OF A COUNTY ROAD, 30 FEET SOUTH OF THE TRACK, IN LINE WITH
 EY0769'A ROW OF POLES, AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 EY0769
 EY0769                          STATION RECOVERY (1968)
 EY0769
 EY0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0769'MARK NOT FOUND.
 EY0769
 EY0769                          STATION RECOVERY (1978)
 EY0769
 EY0769'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0769'MARK NOT FOUND.
 EY0769
 EY0769                          STATION RECOVERY (1999)
 EY0769
 EY0769'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EY0769'NOT FOUND.   REFERENCE AREA IS NOW A GRAVEL PARKING LOT.
 EY0769
 EY0769                          STATION RECOVERY (2004)
 EY0769
 EY0769'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9285 ***********************************************************************
 DE9285  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9285  DESIGNATION -  120E 200
 DE9285  PID         -  DE9285
 DE9285  STATE/COUNTY-  NC/GUILFORD
 DE9285  USGS QUAD   -  GREENSBORO (1994)
 DE9285
 DE9285                         *CURRENT SURVEY CONTROL
 DE9285  ___________________________________________________________________
 DE9285* NAD 83(2007)-  36 06 17.30006(N)    079 52 14.25757(W)     ADJUSTED  
 DE9285* NAVD 88     -       273.87   (meters)     898.5    (feet)  GPS OBS   
 DE9285  ___________________________________________________________________
 DE9285  EPOCH DATE  -        2002.00
 DE9285  X           -     907,382.282 (meters)                     COMP
 DE9285  Y           -  -5,078,932.598 (meters)                     COMP
 DE9285  Z           -   3,737,736.566 (meters)                     COMP
 DE9285  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 DE9285  ELLIP HEIGHT-         242.519 (meters)          (02/10/07) ADJUSTED
 DE9285  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DE9285
 DE9285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9285  Type    PID    Designation                      North   East  Ellip
 DE9285  -------------------------------------------------------------------
 DE9285  NETWORK DE9285 120E 200                          1.23   0.90   1.71
 DE9285  -------------------------------------------------------------------
 DE9285
 DE9285.The horizontal coordinates were established by GPS observations
 DE9285.and adjusted by the National Geodetic Survey in February 2007.
 DE9285
 DE9285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9285.The horizontal coordinates are valid at the epoch date displayed above.
 DE9285.The epoch date for horizontal control is a decimal equivalence
 DE9285.of Year/Month/Day.
 DE9285
 DE9285.The orthometric height was determined by GPS observations and a
 DE9285.high-resolution geoid model.
 DE9285.The orthometric height was determined by GPS observations and a
 DE9285.high-resolution geoid model using precise GPS observation and
 DE9285.processing techniques.
 DE9285
 DE9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9285
 DE9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9285
 DE9285.The ellipsoidal height was determined by GPS observations
 DE9285.and is referenced to NAD 83.
 DE9285
 DE9285.The geoid height was determined by GEOID03.
 DE9285
 DE9285;                    North         East     Units Scale Factor Converg.
 DE9285;SPC NC       -   261,573.356   531,208.580   MT  0.99998332   -0 30 09.0
 DE9285;SPC NC       -   858,178.59  1,742,806.82   sFT  0.99998332   -0 30 09.0
 DE9285;UTM  17      - 3,996,163.438   601,654.872   MT  0.99972733   +0 39 56.0
 DE9285
 DE9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9285!SPC NC       -   0.99996194  x   0.99998332  =   0.99994526
 DE9285!UTM  17      -   0.99996194  x   0.99972733  =   0.99968928
 DE9285
 DE9285:                Primary Azimuth Mark                     Grid Az
 DE9285:SPC NC       -  119E 200                                 020 55 01.8
 DE9285:UTM  17      -  119E 200                                 019 44 56.8
 DE9285
 DE9285|---------------------------------------------------------------------|
 DE9285| PID    Reference Object                     Distance      Geod. Az  |
 DE9285|                                                           dddmmss.s |
 DE9285| DE9284 119E 200                            460.704 METERS 0202452.8 |
 DE9285|---------------------------------------------------------------------|
 DE9285
 DE9285                          SUPERSEDED SURVEY CONTROL
 DE9285
 DE9285  NAD 83(2001)-  36 06 17.30041(N)    079 52 14.25730(W) AD(       ) 1
 DE9285  ELLIP H (03/13/03)  242.523  (m)                       GP(       ) 4 2
 DE9285  NAD 83(1986)-  36 06 17.30635(N)    079 52 14.26577(W) AD(       ) 1
 DE9285
 DE9285.Superseded values are not recommended for survey control.
 DE9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9285.See file dsdata.txt to determine how the superseded data were derived.
 DE9285
 DE9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0165596163(NAD 83)
 DE9285_MARKER: DD = SURVEY DISK
 DE9285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9285_STAMPING: 120E.200 7/97
 DE9285_MARK LOGO: NC1940
 DE9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9285+STABILITY: SURFACE MOTION
 DE9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9285+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9285
 DE9285  HISTORY     - Date     Condition        Report By
 DE9285  HISTORY     - 1997     MONUMENTED       NC1940
 DE9285
 DE9285                          STATION DESCRIPTION
 DE9285
 DE9285'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9285'STATION IS LOCATED IN GREENSBORO, ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST
 DE9285'OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 4.0 MI (6.4 KM) EAST-NORTHEAST
 DE9285'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ON THE JEFFERSON-PILOT
 DE9285'COUNTRY CLUB GROUNDS.
 DE9285'PROCEED ALONG WEST FRIENDLY AVENUE FOR 2.5 MI (4.0 KM) WEST FROM THE
 DE9285'US 421-WENDOVER AVENUE OVERPASS, THENCE RIGHT/NORTH FOR 0.8 MI (1.3
 DE9285'KM) ALONG JEFFERSON ROAD TO STATION ON LEFT/WEST SIDE OF ROAD JUST
 DE9285'NORTH OF INTERSECTION WITH HORSESHOE LANE, AND ABOUT 250-FEET NORTH OF
 DE9285'HOUSE NUMBER 1113 IN FIELD.
 DE9285'MARK IS ABOUT 1-FOOT HIGHER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9285'GROUND. LOCATED 50.5 FT (15.4 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DE9285'ROAD, 82.5 FT (25.1 M) NORTH-NORTHEAST OF POWER POLE (J-10) WITH
 DE9285'TRANSFORMER AND CABLE BOX, 107.3 FT (32.7 M) NORTHEAST OF THE
 DE9285'SOUTHERNMOST FENCE LINE, AND 18.0 FT (5.5 M) WEST-NORTHWEST OF THE
 DE9285'EASTERNMOST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0864 ***********************************************************************
 FZ0864  DESIGNATION -  121
 FZ0864  PID         -  FZ0864
 FZ0864  STATE/COUNTY-  NC/WILKES
 FZ0864  USGS QUAD   -  MAPLE SPRINGS (1966)
 FZ0864
 FZ0864                         *CURRENT SURVEY CONTROL
 FZ0864  ___________________________________________________________________
 FZ0864* NAD 83(1986)-  36 10 58.     (N)    081 23 59.     (W)     SCALED    
 FZ0864* NAVD 88     -       412.451  (meters)    1353.18   (feet)  ADJUSTED  
 FZ0864  ___________________________________________________________________
 FZ0864  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 FZ0864  DYNAMIC HT  -         412.049 (meters)    1351.86  (feet)  COMP
 FZ0864  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 FZ0864
 FZ0864  VERT ORDER  -  SECOND    CLASS 0
 FZ0864
 FZ0864.The horizontal coordinates were scaled from a topographic map and have
 FZ0864.an estimated accuracy of +/- 6 seconds.
 FZ0864
 FZ0864.The orthometric height was determined by differential leveling
 FZ0864.and adjusted in June 1991.
 FZ0864
 FZ0864.The geoid height was determined by GEOID03.
 FZ0864
 FZ0864.The dynamic height is computed by dividing the NAVD 88
 FZ0864.geopotential number by the normal gravity value computed on the
 FZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0864.degrees latitude (g = 980.6199 gals.).
 FZ0864
 FZ0864.The modeled gravity was interpolated from observed gravity values.
 FZ0864
 FZ0864;                    North         East    Units  Estimated Accuracy
 FZ0864;SPC NC       -   272,490.      393,750.      MT  (+/- 180 meters Scaled)
 FZ0864
 FZ0864                          SUPERSEDED SURVEY CONTROL
 FZ0864
 FZ0864  NGVD 29 (??/??/92)  412.578  (m)         1353.60   (f) ADJ UNCH    2 0
 FZ0864
 FZ0864.Superseded values are not recommended for survey control.
 FZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0864.See file dsdata.txt to determine how the superseded data were derived.
 FZ0864
 FZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA640042(NAD 83)
 FZ0864_MARKER: P = PIPE CAP
 FZ0864_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FZ0864_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FZ0864_STAMPING: 121 1934
 FZ0864_MARK LOGO: USDA  
 FZ0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0864
 FZ0864  HISTORY     - Date     Condition        Report By
 FZ0864  HISTORY     - 1934     MONUMENTED       USDA
 FZ0864  HISTORY     - 1935     GOOD             NGS
 FZ0864  HISTORY     - 19920629 SEE DESCRIPTION  NCGS
 FZ0864
 FZ0864                          STATION DESCRIPTION
 FZ0864
 FZ0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ0864'18.4 MI W FROM NORTH WILKESBORO.
 FZ0864'18.4 MILES WEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ0864'AT NORTH WILKESBORO, WILKES COUNTY, DIRECTLY OPPOSITE A SMALL
 FZ0864'WHITE HOUSE, AT A CURVE, ON THE SOUTH SIDE OF THE HIGHWAY, AND
 FZ0864'AT THE INTERSECTION OF THE PROLONGATIONS OF THE CENTERLINES
 FZ0864'OF THE TANGENTS.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 FZ0864'STANDARD CAP, STAMPED 121 1934 AND FASTENED ON THE TOP OF AN
 FZ0864'IRON PIPE.
 FZ0864
 FZ0864                          STATION RECOVERY (1992)
 FZ0864
 FZ0864'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ0864'A NEW 4 LANE DIVIDED HIGHWAY HAS REPLACED THE OLD ROAD. IF THE STATION
 FZ0864'STILL EXISTS THE DESCRIPTION IS INADEQUATE FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4077 ***********************************************************************
 AH4077  DESIGNATION -  121 HLZ
 AH4077  PID         -  AH4077
 AH4077  STATE/COUNTY-  NC/SURRY
 AH4077  USGS QUAD   -  DOBSON (1994)
 AH4077
 AH4077                         *CURRENT SURVEY CONTROL
 AH4077  ___________________________________________________________________
 AH4077* NAD 83(2007)-  36 23 10.38864(N)    080 44 02.20439(W)     ADJUSTED  
 AH4077* NAVD 88     -       374.92   (+/-2cm)    1230.0    (feet)  VERTCON   
 AH4077  ___________________________________________________________________
 AH4077  EPOCH DATE  -        2002.00
 AH4077  X           -     827,793.974 (meters)                     COMP
 AH4077  Y           -  -5,073,884.055 (meters)                     COMP
 AH4077  Z           -   3,762,980.274 (meters)                     COMP
 AH4077  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AH4077  ELLIP HEIGHT-         341.587 (meters)          (02/10/07) ADJUSTED
 AH4077  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AH4077
 AH4077  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4077  Type    PID    Designation                      North   East  Ellip
 AH4077  -------------------------------------------------------------------
 AH4077  NETWORK AH4077 121 HLZ                           0.73   0.65   1.33
 AH4077  -------------------------------------------------------------------
 AH4077  VERT ORDER  -  THIRD ? (See Below)
 AH4077
 AH4077.The horizontal coordinates were established by GPS observations
 AH4077.and adjusted by the National Geodetic Survey in February 2007.
 AH4077
 AH4077.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4077.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4077.The horizontal coordinates are valid at the epoch date displayed above.
 AH4077.The epoch date for horizontal control is a decimal equivalence
 AH4077.of Year/Month/Day.
 AH4077
 AH4077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4077.The vertical order pertains to the NGVD 29 superseded value.
 AH4077
 AH4077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4077
 AH4077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4077
 AH4077.The ellipsoidal height was determined by GPS observations
 AH4077.and is referenced to NAD 83.
 AH4077
 AH4077.The geoid height was determined by GEOID03.
 AH4077
 AH4077;                    North         East     Units Scale Factor Converg.
 AH4077;SPC NC       -   293,815.734   454,025.369   MT  1.00006868   -1 00 02.8
 AH4077;SPC NC       -   963,960.45  1,489,581.56   sFT  1.00006868   -1 00 02.8
 AH4077;UTM  17      - 4,026,820.042   523,861.405   MT  0.99960701   +0 09 28.2
 AH4077
 AH4077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4077!SPC NC       -   0.99994639  x   1.00006868  =   1.00001507
 AH4077!UTM  17      -   0.99994639  x   0.99960701  =   0.99955342
 AH4077
 AH4077                          SUPERSEDED SURVEY CONTROL
 AH4077
 AH4077  NAD 83(2001)-  36 23 10.38917(N)    080 44 02.20433(W) AD(       ) 1
 AH4077  ELLIP H (03/13/03)  341.563  (m)                       GP(       ) 4 2
 AH4077  NAD 83(1986)-  36 23 10.39701(N)    080 44 02.21054(W) AD(       ) 1
 AH4077  NGVD 29 (10/14/98)  375.07   (m)         1230.5    (f) LEVELING    3  
 AH4077
 AH4077.Superseded values are not recommended for survey control.
 AH4077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4077.See file dsdata.txt to determine how the superseded data were derived.
 AH4077
 AH4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2386126820(NAD 83)
 AH4077_MARKER: DE = TRAVERSE STATION DISK
 AH4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4077_STAMPING: 121 HLZ 1969
 AH4077_MARK LOGO: USGS  
 AH4077_PROJECTION: FLUSH
 AH4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4077+STABILITY: SURFACE MOTION
 AH4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4077+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1986
 AH4077
 AH4077  HISTORY     - Date     Condition        Report By
 AH4077  HISTORY     - 1969     MONUMENTED       USGS
 AH4077  HISTORY     - 19860918 GOOD             NCGS
 AH4077
 AH4077                          STATION DESCRIPTION
 AH4077
 AH4077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (LWA)
 AH4077'STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTHWEST OF DOBSON. ALONG
 AH4077'SR 1100 (WEST ATKINS STREET) FOR 1.5 KM (0.95 MI) SOUTHWEST FROM THE
 AH4077'COURTHOUSE, IN THE EAST QUADRANT OF THE T-INTERSECTION WITH SR 1101.
 AH4077'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS 2-FEET LOWER THAN THE ROAD.
 AH4077'LOCATED 16.5 M (54.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1100,
 AH4077'0.15 M (0.49 FT) EAST OF A WITNESS SIGN--AND 3.7 M (12.1 FT) EAST OF
 AH4077'OF A TELEPHONE PEDESTAL BESIDE A POWER POLE, 18.0 M (59.1 FT)
 AH4077'SOUTHWEST OF A 34-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1648 ***********************************************************************
 EB1648  DESIGNATION -  122 HLZ
 EB1648  PID         -  EB1648
 EB1648  STATE/COUNTY-  NC/ROBESON
 EB1648  USGS QUAD   -  MC DONALD (1972)
 EB1648
 EB1648                         *CURRENT SURVEY CONTROL
 EB1648  ___________________________________________________________________
 EB1648* NAD 83(1986)-  34 37 08.     (N)    079 08 19.     (W)     SCALED    
 EB1648* NAVD 88     -        41.756  (meters)     136.99   (feet)  ADJUSTED  
 EB1648  ___________________________________________________________________
 EB1648  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 EB1648  DYNAMIC HT  -          41.716 (meters)     136.86  (feet)  COMP
 EB1648  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EB1648
 EB1648  VERT ORDER  -  SECOND    CLASS I
 EB1648
 EB1648.The horizontal coordinates were scaled from a topographic map and have
 EB1648.an estimated accuracy of +/- 6 seconds.
 EB1648
 EB1648.The orthometric height was determined by differential leveling
 EB1648.and adjusted in June 1991.
 EB1648
 EB1648.The geoid height was determined by GEOID03.
 EB1648
 EB1648.The dynamic height is computed by dividing the NAVD 88
 EB1648.geopotential number by the normal gravity value computed on the
 EB1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1648.degrees latitude (g = 980.6199 gals.).
 EB1648
 EB1648.The modeled gravity was interpolated from observed gravity values.
 EB1648
 EB1648;                    North         East    Units  Estimated Accuracy
 EB1648;SPC NC       -    96,400.      596,890.      MT  (+/- 180 meters Scaled)
 EB1648
 EB1648                          SUPERSEDED SURVEY CONTROL
 EB1648
 EB1648  NGVD 29 (10/06/93)   42.035  (m)          137.91   (f) ADJUSTED    2 1
 EB1648
 EB1648.Superseded values are not recommended for survey control.
 EB1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1648.See file dsdata.txt to determine how the superseded data were derived.
 EB1648
 EB1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU706323(NAD 83)
 EB1648_MARKER: DB = BENCH MARK DISK
 EB1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1648_SP_SET: CONCRETE POST
 EB1648_STAMPING: 122 HLZ 1971
 EB1648_MARK LOGO: USGS  
 EB1648_PROJECTION: FLUSH
 EB1648_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1648+STABILITY: SURFACE MOTION
 EB1648
 EB1648  HISTORY     - Date     Condition        Report By
 EB1648  HISTORY     - 1971     MONUMENTED       USGS
 EB1648  HISTORY     - 1981     GOOD             NCGS
 EB1648  HISTORY     - 19890515 GOOD             NCGS
 EB1648  HISTORY     - 19951118 MARK NOT FOUND   USPSQD
 EB1648
 EB1648                          STATION DESCRIPTION
 EB1648
 EB1648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EB1648'7.4 MI SW FROM LUMBERTON.
 EB1648'2.3 MILES SOUTHWEST ALONG U.S. 74 FROM THE I-95 UNDERPASS SOUTH
 EB1648'OF LUMBERTON, AT THE JUNCTION WITH SR1159, 62.0 FEET NORTH OF
 EB1648'THE CENTERLINE OF THE INTERSECTION OF U.S. 74 AND SR1159.
 EB1648
 EB1648                          STATION RECOVERY (1989)
 EB1648
 EB1648'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 EB1648'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) WEST OF LUMBERTON. ALONG US
 EB1648'74 FOR 3.86 KM (2.40 MI) WEST FROM I-95, AT SR 1159 (BIGGS RD) ON THE
 EB1648'NORTH SIDE OF THE T-INTERSECTION IN A ROW OF AZALEAS. MARK IS LEVEL
 EB1648'WITH HIGHWAY AND FLUSH WITH GROUND.  LOCATED 19.40 M (63.65 FT) NORTH
 EB1648'OF THE CENTERLINE OF THE T-INTERSECTION, 17.10 M (56.10 FT) NORTHWEST
 EB1648'OF THE WEST END OF A DRIVE CULVERT, 10.30 M (33.79 FT) WEST OF TWIN
 EB1648'PEDESTALS--AND 19.85 M (65.12 FT) SOUTHWEST OF A POWER POLE WITH
 EB1648'TRANSFORMER, 3.80 M (12.47 FT) NORTHEAST OF A CHURCH SIGN POST--BOTH
 EB1648'WITH REFERENCE TAGS.
 EB1648
 EB1648                          STATION RECOVERY (1995)
 EB1648
 EB1648'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB1648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4255 ***********************************************************************
 AH4255  DESIGNATION -  122 HLZ RESET
 AH4255  PID         -  AH4255
 AH4255  STATE/COUNTY-  NC/SURRY
 AH4255  USGS QUAD   -  DOBSON (1994)
 AH4255
 AH4255                         *CURRENT SURVEY CONTROL
 AH4255  ___________________________________________________________________
 AH4255* NAD 83(1986)-  36 25 04.     (N)    080 42 15.     (W)     SCALED    
 AH4255* NAVD 88     -       319.806  (meters)    1049.23   (feet)  POSTED    
 AH4255  ___________________________________________________________________
 AH4255  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AH4255  DYNAMIC HT  -         319.500 (meters)    1048.23  (feet)  COMP
 AH4255  MODELED GRAV-     979,681.1   (mgal)                       NAVD 88
 AH4255
 AH4255  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AH4255
 AH4255.The horizontal coordinates were scaled from a topographic map and have
 AH4255.an estimated accuracy of +/- 6 seconds.
 AH4255
 AH4255.The orthometric height was determined by differential leveling
 AH4255.and adjusted in December 2004.
 AH4255.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AH4255.was located on a no-check spur therefore a value was not computed.
 AH4255.No vertical observational check was made to the station.
 AH4255
 AH4255.The geoid height was determined by GEOID03.
 AH4255
 AH4255.The dynamic height is computed by dividing the NAVD 88
 AH4255.geopotential number by the normal gravity value computed on the
 AH4255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4255.degrees latitude (g = 980.6199 gals.).
 AH4255
 AH4255.The modeled gravity was interpolated from observed gravity values.
 AH4255
 AH4255;                    North         East    Units  Estimated Accuracy
 AH4255;SPC NC       -   297,270.      456,760.      MT  (+/- 180 meters Scaled)
 AH4255
 AH4255                          SUPERSEDED SURVEY CONTROL
 AH4255
 AH4255.No superseded survey control is available for this station.
 AH4255
 AH4255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA265303(NAD 83)
 AH4255_MARKER: DB = BENCH MARK DISK
 AH4255_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH4255_SP_SET: BRIDGE WINGWALL
 AH4255_STAMPING: 122 HLZ 1969 RESET 1993
 AH4255_MARK LOGO: USGS  
 AH4255_PROJECTION: FLUSH
 AH4255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4255+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2003
 AH4255
 AH4255  HISTORY     - Date     Condition        Report By
 AH4255  HISTORY     - 1993     MONUMENTED       NCGS
 AH4255  HISTORY     - 20000705 GOOD             NCGS
 AH4255  HISTORY     - 20021209 GOOD             NCGS
 AH4255  HISTORY     - 20030115 GOOD             NCGS
 AH4255
 AH4255                          STATION DESCRIPTION
 AH4255
 AH4255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AH4255'STATION IS LOCATED 0.9 MI (1.4 KM) NORTH-NORTHEAST OF THE COURTHOUSE
 AH4255'IN DOBSON. PROCEED ALONG US 601 (BUSINESS) FOR 0.9 MI (1.4 KM) NORTH
 AH4255'ALONG SR 1001 (WEST KAPP STREET), THENCE NORTH FOR 0.7 MI (1.1 KM)
 AH4255'ALONG SR 1345 (PRISON CAMP ROAD), TO THE NEW BRIDGE OVER FISHER RIVER,
 AH4255'AND THE STATION IN THE SOUTH END OF THE WEST WINGWALL. LOCATED 18.9 FT
 AH4255'(5.8 M) SOUTHEAST OF THE CENTERLINE OF SR 1345, AND 1.0 FT (0.3 M)
 AH4255'NORTHEAST OF THE SOUTH END OF THE WEST WINGWALL.
 AH4255
 AH4255                          STATION RECOVERY (2000)
 AH4255
 AH4255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AH4255'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF DOBSON. PROCEED
 AH4255'ALONG US 601 BUSINESS FOR 1.45 MI (2.33 KM) WEST FROM US 601 BYPASS,
 AH4255'(NORTH OF DOBSON) , THENCE NORTH FOR 0.7 MI (1.1 KM) ALONG SR 1345
 AH4255'(PRISON CAMP ROAD) , IN THE WEST WINGWALL OF THE SOUTH ABUTMENT OF THE
 AH4255'BRIDGE OVER FISHER RIVER. MARK IS ABOUT LEVEL WITH SR 1345.  LOCATED
 AH4255'19.0 FT (5.8 M) NORTHWEST OF THE CENTERLINE OF SR 1345 AND 5.0 FT (1.5
 AH4255'M) WEST OF THE SOUTH END OF THE WEST CONCRETE BRIDGE RAIL.
 AH4255
 AH4255                          STATION RECOVERY (2002)
 AH4255
 AH4255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AH4255'RECOVERED AS DESCRIBED.
 AH4255
 AH4255                          STATION RECOVERY (2003)
 AH4255
 AH4255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AH4255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5691 ***********************************************************************
 DG5691  DESIGNATION -  123 HLZ
 DG5691  PID         -  DG5691
 DG5691  STATE/COUNTY-  NC/SURRY
 DG5691  USGS QUAD   -  DOBSON (1994)
 DG5691
 DG5691                         *CURRENT SURVEY CONTROL
 DG5691  ___________________________________________________________________
 DG5691* NAD 83(1986)-  36 25 34.     (N)    080 43 16.     (W)     SCALED    
 DG5691* NAVD 88     -       365.124  (meters)    1197.91   (feet)  POSTED    
 DG5691  ___________________________________________________________________
 DG5691  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DG5691  DYNAMIC HT  -         364.780 (meters)    1196.78  (feet)  COMP
 DG5691  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 DG5691
 DG5691  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DG5691
 DG5691.The horizontal coordinates were scaled from a topographic map and have
 DG5691.an estimated accuracy of +/- 6 seconds.
 DG5691
 DG5691.The orthometric height was determined by differential leveling
 DG5691.and adjusted in December 2004.
 DG5691.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DG5691.was located on a no-check spur therefore a value was not computed.
 DG5691.No vertical observational check was made to the station.
 DG5691
 DG5691.The geoid height was determined by GEOID03.
 DG5691
 DG5691.The dynamic height is computed by dividing the NAVD 88
 DG5691.geopotential number by the normal gravity value computed on the
 DG5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5691.degrees latitude (g = 980.6199 gals.).
 DG5691
 DG5691.The modeled gravity was interpolated from observed gravity values.
 DG5691
 DG5691;                    North         East    Units  Estimated Accuracy
 DG5691;SPC NC       -   298,220.      455,250.      MT  (+/- 180 meters Scaled)
 DG5691
 DG5691                          SUPERSEDED SURVEY CONTROL
 DG5691
 DG5691.No superseded survey control is available for this station.
 DG5691
 DG5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA250312(NAD 83)
 DG5691_MARKER: DB = BENCH MARK DISK
 DG5691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5691_STAMPING: 123 HLZ 1969
 DG5691_MARK LOGO: USGS  
 DG5691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5691+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2002
 DG5691
 DG5691  HISTORY     - Date     Condition        Report By
 DG5691  HISTORY     - 1969     MONUMENTED       USGS
 DG5691  HISTORY     - 20000705 GOOD             NCGS
 DG5691  HISTORY     - 20021209 GOOD             NCGS
 DG5691
 DG5691                          STATION DESCRIPTION
 DG5691
 DG5691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG5691'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH OF DOBSON. PROCEED
 DG5691'ALONG US 601 BUSINESS FOR 1.45 MI (2.33 KM) WEST FROM US 601 BYPASS,
 DG5691'(NORTH OF DOBSON) , THENCE NORTH FOR 1.5 MI (2.4 KM) ALONG SR 1345
 DG5691'(PRISON CAMP ROAD) , IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 DG5691'WITH RIVER END LANE. MARK IS ABOUT 2-FEET LOWER THAN SR 1345 AND
 DG5691'PROJECTS 3 INCHES ABOVE GROUND.  LOCATED 108.5 FT (33.1 M) NORTHEAST
 DG5691'OF THE CENTERLINE OF SR 1345, 17.5 FT (5.3 M) NORTHWEST OF THE
 DG5691'CENTERLINE OF RIVER END LANE, 75.3 FT (23.0 M) NORTHEAST OF A
 DG5691'TELEPHONE PEDESTAL, 8.7 FT (2.7 M) SOUTH OF A RIGHT OF WAY MONUMENT
 DG5691'AND 0.3 FT (9.1 CM) SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 DG5691
 DG5691                          STATION RECOVERY (2002)
 DG5691
 DG5691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DG5691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9437 ***********************************************************************
 DE9437  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9437  DESIGNATION -  123E 200
 DE9437  PID         -  DE9437
 DE9437  STATE/COUNTY-  NC/GUILFORD
 DE9437  USGS QUAD   -  GREENSBORO (1994)
 DE9437
 DE9437                         *CURRENT SURVEY CONTROL
 DE9437  ___________________________________________________________________
 DE9437* NAD 83(2007)-  36 07 25.02134(N)    079 50 46.55639(W)     ADJUSTED  
 DE9437* NAVD 88     -       267.93   (meters)     879.0    (feet)  GPS OBS   
 DE9437  ___________________________________________________________________
 DE9437  EPOCH DATE  -        2002.00
 DE9437  X           -     909,323.958 (meters)                     COMP
 DE9437  Y           -  -5,077,330.553 (meters)                     COMP
 DE9437  Z           -   3,739,419.370 (meters)                     COMP
 DE9437  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 DE9437  ELLIP HEIGHT-         236.572 (meters)          (02/10/07) ADJUSTED
 DE9437  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DE9437
 DE9437  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9437  Type    PID    Designation                      North   East  Ellip
 DE9437  -------------------------------------------------------------------
 DE9437  NETWORK DE9437 123E 200                          0.96   0.73   1.35
 DE9437  -------------------------------------------------------------------
 DE9437
 DE9437.The horizontal coordinates were established by GPS observations
 DE9437.and adjusted by the National Geodetic Survey in February 2007.
 DE9437
 DE9437.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9437.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9437.The horizontal coordinates are valid at the epoch date displayed above.
 DE9437.The epoch date for horizontal control is a decimal equivalence
 DE9437.of Year/Month/Day.
 DE9437
 DE9437.The orthometric height was determined by GPS observations and a
 DE9437.high-resolution geoid model.
 DE9437.The orthometric height was determined by GPS observations and a
 DE9437.high-resolution geoid model using precise GPS observation and
 DE9437.processing techniques.
 DE9437
 DE9437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9437
 DE9437.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9437
 DE9437.The ellipsoidal height was determined by GPS observations
 DE9437.and is referenced to NAD 83.
 DE9437
 DE9437.The geoid height was determined by GEOID03.
 DE9437
 DE9437;                    North         East     Units Scale Factor Converg.
 DE9437;SPC NC       -   263,641.623   533,419.863   MT  0.99998827   -0 29 18.4
 DE9437;SPC NC       -   864,964.22  1,750,061.67   sFT  0.99998827   -0 29 18.4
 DE9437;UTM  17      - 3,998,275.823   603,822.968   MT  0.99973281   +0 40 48.8
 DE9437
 DE9437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9437!SPC NC       -   0.99996287  x   0.99998827  =   0.99995114
 DE9437!UTM  17      -   0.99996287  x   0.99973281  =   0.99969569
 DE9437
 DE9437                          SUPERSEDED SURVEY CONTROL
 DE9437
 DE9437  NAD 83(2001)-  36 07 25.02173(N)    079 50 46.55603(W) AD(       ) 1
 DE9437  ELLIP H (03/13/03)  236.572  (m)                       GP(       ) 4 2
 DE9437  NAD 83(1986)-  36 07 25.02790(N)    079 50 46.56376(W) AD(       ) 1
 DE9437
 DE9437.Superseded values are not recommended for survey control.
 DE9437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9437.See file dsdata.txt to determine how the superseded data were derived.
 DE9437
 DE9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0382398276(NAD 83)
 DE9437_MARKER: DD = SURVEY DISK
 DE9437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9437_STAMPING: 123E200 1999
 DE9437_MARK LOGO: NC1940
 DE9437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9437+STABILITY: SURFACE MOTION
 DE9437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9437+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9437
 DE9437  HISTORY     - Date     Condition        Report By
 DE9437  HISTORY     - 1999     MONUMENTED       NC1940
 DE9437
 DE9437                          STATION DESCRIPTION
 DE9437
 DE9437'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9437'STATION IS ABOUT 4.7 MI (7.6 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9437'GOVERNMENT PLAZA, IN THE BRITISH WOODS AREA.
 DE9437'ALONG US 220 (BATTLEGROUND AVENUE), 0.7 MI (1.1 KM) SOUTHEAST OF NEW
 DE9437'GARDEN ROAD, ON THE NORTHEAST SIDE OF ROAD NEAR ENTRANCE TO URGENT
 DE9437'CARE AND CHOICE CREDIT UNION, AND 1-FOOT BACK OF CURB.
 DE9437'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 DE9437'32.7 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF US 220, 39.0 FT (11.9
 DE9437'M) SOUTHEAST OF CENTERLINE OF ENTRANCE TO URGENT CARE BUILDING, 4.3 FT
 DE9437'(1.3 M) WEST-NORTHWEST OF BUS STOP SIGN, AND 19.8 FT (6.0 M) SOUTHWEST
 DE9437'OF POWER POLE WITH 3 TRANSFORMERS AND LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9634 ***********************************************************************
 AI9634  DESIGNATION -  124 WSM
 AI9634  PID         -  AI9634
 AI9634  STATE/COUNTY-  NC/WAYNE
 AI9634  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 AI9634
 AI9634                         *CURRENT SURVEY CONTROL
 AI9634  ___________________________________________________________________
 AI9634* NAD 83(1986)-  35 21 38.     (N)    077 55 57.     (W)     SCALED    
 AI9634* NAVD 88     -        34.989  (meters)     114.79   (feet)  ADJUSTED  
 AI9634  ___________________________________________________________________
 AI9634  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 AI9634  DYNAMIC HT  -          34.958 (meters)     114.69  (feet)  COMP
 AI9634  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 AI9634
 AI9634  VERT ORDER  -  FIRST     CLASS II
 AI9634
 AI9634.The horizontal coordinates were scaled from a topographic map and have
 AI9634.an estimated accuracy of +/- 6 seconds.
 AI9634
 AI9634.The orthometric height was determined by differential leveling
 AI9634.and adjusted in February 2001.
 AI9634
 AI9634.The geoid height was determined by GEOID03.
 AI9634
 AI9634.The dynamic height is computed by dividing the NAVD 88
 AI9634.geopotential number by the normal gravity value computed on the
 AI9634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9634.degrees latitude (g = 980.6199 gals.).
 AI9634
 AI9634.The modeled gravity was interpolated from observed gravity values.
 AI9634
 AI9634;                    North         East    Units  Estimated Accuracy
 AI9634;SPC NC       -   179,180.      706,610.      MT  (+/- 180 meters Scaled)
 AI9634
 AI9634                          SUPERSEDED SURVEY CONTROL
 AI9634
 AI9634.No superseded survey control is available for this station.
 AI9634
 AI9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE335169(NAD 83)
 AI9634_MARKER: DB = BENCH MARK DISK
 AI9634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI9634_SP_SET: CULVERT HEADWALL
 AI9634_STAMPING: 124 WSM 1954 116
 AI9634_MARK LOGO: USGS  
 AI9634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9634+STABILITY: SURFACE MOTION
 AI9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9634+SATELLITE: SATELLITE OBSERVATIONS - December 29, 1999
 AI9634
 AI9634  HISTORY     - Date     Condition        Report By
 AI9634  HISTORY     - 1954     MONUMENTED       USGS
 AI9634  HISTORY     - 19991229 GOOD             NCGS
 AI9634
 AI9634                          STATION DESCRIPTION
 AI9634
 AI9634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AI9634'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF GOLDSBORO
 AI9634'AND 1.9 MI (3.1 KM) NORTHWEST OF ELROY. ALONG NC 111 AND US 70
 AI9634'BUSINESS FOR 0.4 MI (0.6 KM) NORTHWEST FROM THE INTERSECTION OF US 70
 AI9634'TO THE INTERSECTION OF SR 1755 (PIEDMONT AIRLINE ROAD), IN THE
 AI9634'SOUTHWEST QUADRANT. MARK IS ABOUT 1-FOOTLOWER THAN NC 111 AND US 70
 AI9634'BUSINESS AND FLUSH WITH THE TOP OF THE HEADWALL.  LOCATED 30.0 FT (9.1
 AI9634'M) SOUTH OF THE CENTERLINE OF NC 111 AND US 70 BUSINESS, 140 FT (42.7
 AI9634'M) SOUTHWEST OF WHALEYS GROCERY AND 18 FT (5.5 M) EAST OF A TELEPHONE
 AI9634'POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1710 ***********************************************************************
 FB1710  DESIGNATION -  125
 FB1710  PID         -  FB1710
 FB1710  STATE/COUNTY-  NC/SWAIN
 FB1710  USGS QUAD   -  NOLAND CREEK (1978)
 FB1710
 FB1710                         *CURRENT SURVEY CONTROL
 FB1710  ___________________________________________________________________
 FB1710* NAD 83(1986)-  35 27 14.     (N)    083 35 04.     (W)     SCALED    
 FB1710* NAVD 88     -       458.148  (meters)    1503.11   (feet)  ADJUSTED  
 FB1710  ___________________________________________________________________
 FB1710  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1710  DYNAMIC HT  -         457.650 (meters)    1501.47  (feet)  COMP
 FB1710  MODELED GRAV-     979,534.6   (mgal)                       NAVD 88
 FB1710
 FB1710  VERT ORDER  -  FIRST     CLASS II
 FB1710
 FB1710.The horizontal coordinates were scaled from a topographic map and have
 FB1710.an estimated accuracy of +/- 6 seconds.
 FB1710
 FB1710.The orthometric height was determined by differential leveling
 FB1710.and adjusted in June 1991.
 FB1710
 FB1710.The geoid height was determined by GEOID03.
 FB1710
 FB1710.The dynamic height is computed by dividing the NAVD 88
 FB1710.geopotential number by the normal gravity value computed on the
 FB1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1710.degrees latitude (g = 980.6199 gals.).
 FB1710
 FB1710.The modeled gravity was interpolated from observed gravity values.
 FB1710
 FB1710;                    North         East    Units  Estimated Accuracy
 FB1710;SPC NC       -   198,620.      193,620.      MT  (+/- 180 meters Scaled)
 FB1710
 FB1710                          SUPERSEDED SURVEY CONTROL
 FB1710
 FB1710  NGVD 29 (??/??/92)  458.186  (m)         1503.23   (f) ADJ UNCH    1 2
 FB1710
 FB1710.Superseded values are not recommended for survey control.
 FB1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1710.See file dsdata.txt to determine how the superseded data were derived.
 FB1710
 FB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV654264(NAD 83)
 FB1710_MARKER: Z = SEE DESCRIPTION
 FB1710_SETTING: 80 = SET IN A BOULDER
 FB1710_SP_SET: BOULDER
 FB1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1710+STABILITY: SURFACE MOTION
 FB1710
 FB1710  HISTORY     - Date     Condition        Report By
 FB1710  HISTORY     - UNK      MONUMENTED       DOD
 FB1710  HISTORY     - 1934     GOOD             NGS
 FB1710
 FB1710                          STATION DESCRIPTION
 FB1710
 FB1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1710'AT JANEY.
 FB1710'150 YARDS SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1710'AT JANEY, SWAIN COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST 75, AND
 FB1710'6 FEET NORTH OF THE NORTH RAIL, ON THE TOP OF A LARGE BOULDER.
 FB1710'A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9433 ***********************************************************************
 DE9433  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9433  DESIGNATION -  125E 200
 DE9433  PID         -  DE9433
 DE9433  STATE/COUNTY-  NC/GUILFORD
 DE9433  USGS QUAD   -  LAKE BRANDT (1994)
 DE9433
 DE9433                         *CURRENT SURVEY CONTROL
 DE9433  ___________________________________________________________________
 DE9433* NAD 83(2007)-  36 08 20.46105(N)    079 49 04.05257(W)     ADJUSTED  
 DE9433* NAVD 88     -       265.53   (meters)     871.2    (feet)  GPS OBS   
 DE9433  ___________________________________________________________________
 DE9433  EPOCH DATE  -        2002.00
 DE9433  X           -     911,668.576 (meters)                     COMP
 DE9433  Y           -  -5,075,884.414 (meters)                     COMP
 DE9433  Z           -   3,740,798.166 (meters)                     COMP
 DE9433  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 DE9433  ELLIP HEIGHT-         234.206 (meters)          (02/10/07) ADJUSTED
 DE9433  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DE9433
 DE9433  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9433  Type    PID    Designation                      North   East  Ellip
 DE9433  -------------------------------------------------------------------
 DE9433  NETWORK DE9433 125E 200                          1.63   1.49   2.18
 DE9433  -------------------------------------------------------------------
 DE9433
 DE9433.The horizontal coordinates were established by GPS observations
 DE9433.and adjusted by the National Geodetic Survey in February 2007.
 DE9433
 DE9433.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9433.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9433.The horizontal coordinates are valid at the epoch date displayed above.
 DE9433.The epoch date for horizontal control is a decimal equivalence
 DE9433.of Year/Month/Day.
 DE9433
 DE9433.The orthometric height was determined by GPS observations and a
 DE9433.high-resolution geoid model.
 DE9433.The orthometric height was determined by GPS observations and a
 DE9433.high-resolution geoid model using precise GPS observation and
 DE9433.processing techniques.
 DE9433
 DE9433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9433
 DE9433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9433
 DE9433.The ellipsoidal height was determined by GPS observations
 DE9433.and is referenced to NAD 83.
 DE9433
 DE9433.The geoid height was determined by GEOID03.
 DE9433
 DE9433;                    North         East     Units Scale Factor Converg.
 DE9433;SPC NC       -   265,328.862   535,997.063   MT  0.99999240   -0 28 19.2
 DE9433;SPC NC       -   870,499.77  1,758,517.03   sFT  0.99999240   -0 28 19.2
 DE9433;UTM  17      - 4,000,014.846   606,364.564   MT  0.99973940   +0 41 50.2
 DE9433
 DE9433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9433!SPC NC       -   0.99996324  x   0.99999240  =   0.99995564
 DE9433!UTM  17      -   0.99996324  x   0.99973940  =   0.99970265
 DE9433
 DE9433:                Primary Azimuth Mark                     Grid Az
 DE9433:SPC NC       -  174E 200                                 222 36 09.6
 DE9433:UTM  17      -  174E 200                                 221 26 00.2
 DE9433
 DE9433|---------------------------------------------------------------------|
 DE9433| PID    Reference Object                     Distance      Geod. Az  |
 DE9433|                                                           dddmmss.s |
 DE9433| DE9434 174E 200                            416.993 METERS 2220750.4 |
 DE9433|---------------------------------------------------------------------|
 DE9433
 DE9433                          SUPERSEDED SURVEY CONTROL
 DE9433
 DE9433  NAD 83(2001)-  36 08 20.46150(N)    079 49 04.05213(W) AD(       ) 1
 DE9433  ELLIP H (03/13/03)  234.202  (m)                       GP(       ) 4 2
 DE9433  NAD 83(1986)-  36 08 20.46790(N)    079 49 04.05961(W) AD(       ) 1
 DE9433
 DE9433.Superseded values are not recommended for survey control.
 DE9433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9433.See file dsdata.txt to determine how the superseded data were derived.
 DE9433
 DE9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0636500015(NAD 83)
 DE9433_MARKER: DD = SURVEY DISK
 DE9433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9433_STAMPING: 125E200 1999
 DE9433_MARK LOGO: NC1940
 DE9433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9433+STABILITY: SURFACE MOTION
 DE9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9433+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9433
 DE9433  HISTORY     - Date     Condition        Report By
 DE9433  HISTORY     - 1999     MONUMENTED       NC1940
 DE9433
 DE9433                          STATION DESCRIPTION
 DE9433
 DE9433'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9433'STATION IS ABOUT 4.9 MI (7.9 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9433'GREENSBORO GOVERNMENT PLAZA, AT THE MEADOWS SUBDIVISION.
 DE9433'ALONG LAKE JEANETTE ROAD, 0.7 MI (1.1 KM) SOUTHWEST OF NORTH ELM
 DE9433'STREET, OPPOSITE THE T-INTERSECTION WITH GLEN MEADOW (ROAD).
 DE9433'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9433'GROUND. LOCATED 20.0 FT (6.1 M) SOUTHEAST OF THE CENTERLINE OF LAKE
 DE9433'JEANETTE ROAD, OR 11.4 FT (3.5 M) SOUTHEAST OF BACK OF CURB, 10.0 FT
 DE9433'(3.0 M) NORTHWEST OF TOP OF BERM, 80.5 FT (24.5 M) NORTHEAST OF FIRE
 DE9433'HYDRANT, AND 74.4 FT (22.7 M) SOUTHWEST OF--NO PARKING--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9427 ***********************************************************************
 DE9427  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9427  DESIGNATION -  125W 200
 DE9427  PID         -  DE9427
 DE9427  STATE/COUNTY-  NC/GUILFORD
 DE9427  USGS QUAD   -  LAKE BRANDT (1994)
 DE9427
 DE9427                         *CURRENT SURVEY CONTROL
 DE9427  ___________________________________________________________________
 DE9427* NAD 83(2007)-  36 07 34.06423(N)    079 49 55.10753(W)     ADJUSTED  
 DE9427* NAVD 88     -       268.43   (meters)     880.7    (feet)  GPS OBS   
 DE9427  ___________________________________________________________________
 DE9427  EPOCH DATE  -        2002.00
 DE9427  X           -     910,561.442 (meters)                     COMP
 DE9427  Y           -  -5,076,942.270 (meters)                     COMP
 DE9427  Z           -   3,739,644.838 (meters)                     COMP
 DE9427  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 DE9427  ELLIP HEIGHT-         237.121 (meters)          (02/10/07) ADJUSTED
 DE9427  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DE9427
 DE9427  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9427  Type    PID    Designation                      North   East  Ellip
 DE9427  -------------------------------------------------------------------
 DE9427  NETWORK DE9427 125W 200                          2.25   2.06   3.18
 DE9427  -------------------------------------------------------------------
 DE9427
 DE9427.The horizontal coordinates were established by GPS observations
 DE9427.and adjusted by the National Geodetic Survey in February 2007.
 DE9427
 DE9427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9427.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9427.The horizontal coordinates are valid at the epoch date displayed above.
 DE9427.The epoch date for horizontal control is a decimal equivalence
 DE9427.of Year/Month/Day.
 DE9427
 DE9427.The orthometric height was determined by GPS observations and a
 DE9427.high-resolution geoid model.
 DE9427.The orthometric height was determined by GPS observations and a
 DE9427.high-resolution geoid model using precise GPS observation and
 DE9427.processing techniques.
 DE9427
 DE9427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9427
 DE9427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9427
 DE9427.The ellipsoidal height was determined by GPS observations
 DE9427.and is referenced to NAD 83.
 DE9427
 DE9427.The geoid height was determined by GEOID03.
 DE9427
 DE9427;                    North         East     Units Scale Factor Converg.
 DE9427;SPC NC       -   263,909.461   534,708.684   MT  0.99998894   -0 28 48.7
 DE9427;SPC NC       -   865,842.96  1,754,290.07   sFT  0.99998894   -0 28 48.7
 DE9427;UTM  17      - 3,998,569.819   605,105.732   MT  0.99973612   +0 41 19.3
 DE9427
 DE9427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9427!SPC NC       -   0.99996279  x   0.99998894  =   0.99995173
 DE9427!UTM  17      -   0.99996279  x   0.99973612  =   0.99969892
 DE9427
 DE9427:                Primary Azimuth Mark                     Grid Az
 DE9427:SPC NC       -  84W 201                                  167 01 47.7
 DE9427:UTM  17      -  84W 201                                  165 51 39.7
 DE9427
 DE9427|---------------------------------------------------------------------|
 DE9427| PID    Reference Object                     Distance      Geod. Az  |
 DE9427|                                                           dddmmss.s |
 DE9427| DE9307 84W 201                             APPROX. 0.6 KM 1663259.0 |
 DE9427| DE9428 125W 201                            476.795 METERS 3555958.2 |
 DE9427|---------------------------------------------------------------------|
 DE9427
 DE9427                          SUPERSEDED SURVEY CONTROL
 DE9427
 DE9427  NAD 83(2001)-  36 07 34.06465(N)    079 49 55.10713(W) AD(       ) 1
 DE9427  ELLIP H (03/13/03)  237.119  (m)                       GP(       ) 4 2
 DE9427  NAD 83(1986)-  36 07 34.07094(N)    079 49 55.11474(W) AD(       ) 1
 DE9427
 DE9427.Superseded values are not recommended for survey control.
 DE9427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9427.See file dsdata.txt to determine how the superseded data were derived.
 DE9427
 DE9427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0510698570(NAD 83)
 DE9427_MARKER: DD = SURVEY DISK
 DE9427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9427_STAMPING: 125W200 1999
 DE9427_MARK LOGO: NC1940
 DE9427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9427+STABILITY: SURFACE MOTION
 DE9427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9427+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9427
 DE9427  HISTORY     - Date     Condition        Report By
 DE9427  HISTORY     - 1999     MONUMENTED       NC1940
 DE9427
 DE9427                          STATION DESCRIPTION
 DE9427
 DE9427'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9427'STATION IS ABOUT 4.3 MI (6.9 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9427'GREENSBORO GOVERNMENT PLAZA, AND 3.9 MI (6.3 KM) NORTHEAST OF GUILFORD
 DE9427'COLLEGE.
 DE9427'ALONG LAWNDALE DRIVE, 0.45 MI (0.72 KM) NORTH OF PISGAH CHURCH ROAD,
 DE9427'IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH BENTON LANE.
 DE9427'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF LAWNDALE DRIVE AND
 DE9427'RECESSED 3-INCHES BELOW THE GROUND. LOCATED 27.7 FT (8.4 M) WEST OF
 DE9427'THE CENTERLINE OF LAWNDALE DRIVE, 37.3 FT (11.4 M) SOUTH OF THE
 DE9427'CENTERLINE OF BENTON LANE, 1.3 FT (0.4 M) WEST OF THE BACK OF CURB OF
 DE9427'LAWNDALE DRIVE, AND 2.1 FT (0.6 M) NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9428 ***********************************************************************
 DE9428  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9428  DESIGNATION -  125W 201
 DE9428  PID         -  DE9428
 DE9428  STATE/COUNTY-  NC/GUILFORD
 DE9428  USGS QUAD   -  LAKE BRANDT (1994)
 DE9428
 DE9428                         *CURRENT SURVEY CONTROL
 DE9428  ___________________________________________________________________
 DE9428* NAD 83(2007)-  36 07 49.49552(N)    079 49 56.43784(W)     ADJUSTED  
 DE9428* NAVD 88     -       265.72   (meters)     871.8    (feet)  GPS OBS   
 DE9428  ___________________________________________________________________
 DE9428  EPOCH DATE  -        2002.00
 DE9428  X           -     910,478.800 (meters)                     COMP
 DE9428  Y           -  -5,076,669.918 (meters)                     COMP
 DE9428  Z           -   3,740,027.397 (meters)                     COMP
 DE9428  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 DE9428  ELLIP HEIGHT-         234.369 (meters)          (02/10/07) ADJUSTED
 DE9428  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DE9428
 DE9428  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9428  Type    PID    Designation                      North   East  Ellip
 DE9428  -------------------------------------------------------------------
 DE9428  NETWORK DE9428 125W 201                          2.78   2.29   4.21
 DE9428  -------------------------------------------------------------------
 DE9428
 DE9428.The horizontal coordinates were established by GPS observations
 DE9428.and adjusted by the National Geodetic Survey in February 2007.
 DE9428
 DE9428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9428.The horizontal coordinates are valid at the epoch date displayed above.
 DE9428.The epoch date for horizontal control is a decimal equivalence
 DE9428.of Year/Month/Day.
 DE9428
 DE9428.The orthometric height was determined by GPS observations and a
 DE9428.high-resolution geoid model.
 DE9428.The orthometric height was determined by GPS observations and a
 DE9428.high-resolution geoid model using precise GPS observation and
 DE9428.processing techniques.
 DE9428
 DE9428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9428
 DE9428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9428
 DE9428.The ellipsoidal height was determined by GPS observations
 DE9428.and is referenced to NAD 83.
 DE9428
 DE9428.The geoid height was determined by GEOID03.
 DE9428
 DE9428;                    North         East     Units Scale Factor Converg.
 DE9428;SPC NC       -   264,385.350   534,679.409   MT  0.99999008   -0 28 49.5
 DE9428;SPC NC       -   867,404.27  1,754,194.03   sFT  0.99999008   -0 28 49.5
 DE9428;UTM  17      - 3,999,044.892   605,066.764   MT  0.99973602   +0 41 18.8
 DE9428
 DE9428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9428!SPC NC       -   0.99996322  x   0.99999008  =   0.99995330
 DE9428!UTM  17      -   0.99996322  x   0.99973602  =   0.99969925
 DE9428
 DE9428:                Primary Azimuth Mark                     Grid Az
 DE9428:SPC NC       -  125W 200                                 176 28 46.9
 DE9428:UTM  17      -  125W 200                                 175 18 38.6
 DE9428
 DE9428|---------------------------------------------------------------------|
 DE9428| PID    Reference Object                     Distance      Geod. Az  |
 DE9428|                                                           dddmmss.s |
 DE9428| DE9427 125W 200                            476.795 METERS 1755957.4 |
 DE9428|---------------------------------------------------------------------|
 DE9428
 DE9428                          SUPERSEDED SURVEY CONTROL
 DE9428
 DE9428  NAD 83(2001)-  36 07 49.49596(N)    079 49 56.43747(W) AD(       ) 1
 DE9428  ELLIP H (03/13/03)  234.368  (m)                       GP(       ) 4 2
 DE9428  NAD 83(1986)-  36 07 49.50224(N)    079 49 56.44507(W) AD(       ) 1
 DE9428
 DE9428.Superseded values are not recommended for survey control.
 DE9428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9428.See file dsdata.txt to determine how the superseded data were derived.
 DE9428
 DE9428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0506799045(NAD 83)
 DE9428_MARKER: DD = SURVEY DISK
 DE9428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9428_STAMPING: 125W201 1999
 DE9428_MARK LOGO: NC1940
 DE9428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9428+STABILITY: SURFACE MOTION
 DE9428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9428+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9428
 DE9428  HISTORY     - Date     Condition        Report By
 DE9428  HISTORY     - 1999     MONUMENTED       NC1940
 DE9428
 DE9428                          STATION DESCRIPTION
 DE9428
 DE9428'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9428'STATION IS ABOUT 4.6 MI (7.4 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9428'GREENSBORO GOVERNMENT PLAZA, 4.1 MI (6.6 KM) NORTHEAST OF GUILFORD
 DE9428'COLLEGE, AT THE NATURAL SCIENCE CENTER.
 DE9428'ALONG LAWNDALE DRIVE, 0.8 MI (1.3 KM) NORTH OF PISGAH CHURCH ROAD, AND
 DE9428'APPROXIMATELY 145-FEET NORTH OF THE ENTRANCE INTO THE SCIENCE CENTER.
 DE9428'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE SIDEWALK AND FLUSH WITH THE
 DE9428'GROUND. LOCATED 21.6 FT (6.6 M) WEST OF THE CENTERLINE OF LAWNDALE
 DE9428'DRIVE, 5.6 FT (1.7 M) WEST OF THE SIDEWALK, 67.0 FT (20.4 M) SOUTHWEST
 DE9428'OF POWER POLE, AND 122.0 FT (37.2 M) NORTH OF POWER POLE WITH LIGHT
 DE9428'(80K).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0870 ***********************************************************************
 EY0870  DESIGNATION -  126
 EY0870  PID         -  EY0870
 EY0870  STATE/COUNTY-  NC/WILSON
 EY0870  USGS QUAD   -  WILSON (1978)
 EY0870
 EY0870                         *CURRENT SURVEY CONTROL
 EY0870  ___________________________________________________________________
 EY0870* NAD 83(1986)-  35 37 59.     (N)    077 55 58.     (W)     SCALED    
 EY0870* NAVD 88     -        38.429  (meters)     126.08   (feet)  POSTED    
 EY0870  ___________________________________________________________________
 EY0870  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY0870  DYNAMIC HT  -          38.400 (meters)     125.98  (feet)  COMP
 EY0870  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 EY0870
 EY0870  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0870
 EY0870.The horizontal coordinates were scaled from a topographic map and have
 EY0870.an estimated accuracy of +/- 6 seconds.
 EY0870
 EY0870.The orthometric height was determined by differential leveling
 EY0870.and adjusted by the  in 1992.
 EY0870.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0870.rate of 1.1 thru 2.0 mm/km.
 EY0870
 EY0870.The geoid height was determined by GEOID03.
 EY0870
 EY0870.The dynamic height is computed by dividing the NAVD 88
 EY0870.geopotential number by the normal gravity value computed on the
 EY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0870.degrees latitude (g = 980.6199 gals.).
 EY0870
 EY0870.The modeled gravity was interpolated from observed gravity values.
 EY0870
 EY0870;                    North         East    Units  Estimated Accuracy
 EY0870;SPC NC       -   209,410.      706,260.      MT  (+/- 180 meters Scaled)
 EY0870
 EY0870                          SUPERSEDED SURVEY CONTROL
 EY0870
 EY0870  NGVD 29 (??/??/92)   38.751  (m)          127.14   (f) ADJ UNCH    2 0
 EY0870
 EY0870.Superseded values are not recommended for survey control.
 EY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0870.See file dsdata.txt to determine how the superseded data were derived.
 EY0870
 EY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE344472(NAD 83)
 EY0870_MARKER: P = PIPE CAP
 EY0870_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0870_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0870_STAMPING: 126 RALEIGH
 EY0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0870
 EY0870  HISTORY     - Date     Condition        Report By
 EY0870  HISTORY     - UNK      MONUMENTED       USGS
 EY0870  HISTORY     - 1932     GOOD             NGS
 EY0870  HISTORY     - 20050806 MARK NOT FOUND   GEOCAC
 EY0870
 EY0870                          STATION DESCRIPTION
 EY0870
 EY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EY0870'AT BLACK CREEK.
 EY0870'AT BLACK CREEK, WILSON COUNTY, 2 BLOCKS SOUTH OF THE ATLANTIC COAST
 EY0870'LINE RAILROAD STATION, AT THE SOUTHEAST CORNER OF A STREET
 EY0870'CROSSING, 53.8 FEET EAST OF THE EAST RAIL, AND 43 FEET SOUTH OF
 EY0870'THE CENTERLINE OF THE STREET.  A UNITED STATES GEOLOGICAL SURVEY
 EY0870'STANDARD CAP, STAMPED 126 RALEIGH AND RIVETED ON THE TOP OF A
 EY0870'3-1/2-INCH IRON PIPE SET IN CONCRETE.
 EY0870
 EY0870                          STATION RECOVERY (2005)
 EY0870
 EY0870'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY0870'THE TRAIN DEPOT, WHICH HAS BEEN REMOVED, STOOD AT THE NORTH END OF
 EY0870'EAST CENTER STREET. THE DESCRIBED DISK LOCATION (TWO BLOCKS SOUTH OF
 EY0870'THE DEPOT) WOULD BE THE INTERSECTION OF EAST CENTER STREET AND CENTRAL
 EY0870'AVENUE.  MEASURED FROM THE EAST RAIL AND FROM THE STREET. MARK NOT
 EY0870'FOUND.
 EY0870' 
 EY0870' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1750 ***********************************************************************
 EB1750  DESIGNATION -  126 MEA
 EB1750  PID         -  EB1750
 EB1750  STATE/COUNTY-  NC/CUMBERLAND
 EB1750  USGS QUAD   -  CEDAR CREEK (1986)
 EB1750
 EB1750                         *CURRENT SURVEY CONTROL
 EB1750  ___________________________________________________________________
 EB1750* NAD 83(1986)-  34 57 03.     (N)    078 45 13.     (W)     SCALED    
 EB1750* NAVD 88     -        33.894  (meters)     111.20   (feet)  ADJUSTED  
 EB1750  ___________________________________________________________________
 EB1750  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 EB1750  DYNAMIC HT  -          33.863 (meters)     111.10  (feet)  COMP
 EB1750  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 EB1750
 EB1750  VERT ORDER  -  SECOND    CLASS II
 EB1750
 EB1750.The horizontal coordinates were scaled from a topographic map and have
 EB1750.an estimated accuracy of +/- 6 seconds.
 EB1750
 EB1750.The orthometric height was determined by differential leveling
 EB1750.and adjusted in June 1991.
 EB1750
 EB1750.The geoid height was determined by GEOID03.
 EB1750
 EB1750.The dynamic height is computed by dividing the NAVD 88
 EB1750.geopotential number by the normal gravity value computed on the
 EB1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1750.degrees latitude (g = 980.6199 gals.).
 EB1750
 EB1750.The modeled gravity was interpolated from observed gravity values.
 EB1750
 EB1750;                    North         East    Units  Estimated Accuracy
 EB1750;SPC NC       -   133,240.      632,100.      MT  (+/- 180 meters Scaled)
 EB1750
 EB1750                          SUPERSEDED SURVEY CONTROL
 EB1750
 EB1750.No superseded survey control is available for this station.
 EB1750
 EB1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU051698(NAD 83)
 EB1750_MARKER: DB = BENCH MARK DISK
 EB1750_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EB1750+WITH SETTING: PAVEMENT
 EB1750_SP_SET: CONCRETE SIGN BASE
 EB1750_STAMPING: 126 MEA 1980
 EB1750_MARK LOGO: USGS  
 EB1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1750+STABILITY: SURFACE MOTION
 EB1750
 EB1750  HISTORY     - Date     Condition        Report By
 EB1750  HISTORY     - 1980     MONUMENTED       USGS
 EB1750  HISTORY     - 1982     GOOD             NCGS
 EB1750
 EB1750                          STATION DESCRIPTION
 EB1750
 EB1750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EB1750'5.3 MI SW FROM STEDMAN.
 EB1750'LOCATED ALONG NC 53, 2.7 MILES SOUTH-SOUTHEAST OF THE INTERSECTION
 EB1750'WITH NC 210 SOUTHEAST OF FAYETTEVILLE, IN SOUTH QUADRANT OF SR 2023
 EB1750'CROSSROAD, IN CONCRETE BASE OF UNION 76 SIGN IN CEDAR CREEK
 EB1750'COMMUNITY, 34.6 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 42.9 FEET
 EB1750'EAST OF EAST CORNER OF STORE, AND 11.0 FEET NORTHWEST OF POWER POLE
 EB1750'WITH REFERENCE TAG.
 EB1750'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1751 ***********************************************************************
 EB1751  DESIGNATION -  127 MEA
 EB1751  PID         -  EB1751
 EB1751  STATE/COUNTY-  NC/CUMBERLAND
 EB1751  USGS QUAD   -  CEDAR CREEK (1986)
 EB1751
 EB1751                         *CURRENT SURVEY CONTROL
 EB1751  ___________________________________________________________________
 EB1751* NAD 83(1986)-  34 57 57.     (N)    078 46 05.     (W)     SCALED    
 EB1751* NAVD 88     -        42.728  (meters)     140.18   (feet)  ADJUSTED  
 EB1751  ___________________________________________________________________
 EB1751  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 EB1751  DYNAMIC HT  -          42.689 (meters)     140.06  (feet)  COMP
 EB1751  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 EB1751
 EB1751  VERT ORDER  -  SECOND    CLASS II
 EB1751
 EB1751.The horizontal coordinates were scaled from a topographic map and have
 EB1751.an estimated accuracy of +/- 6 seconds.
 EB1751
 EB1751.The orthometric height was determined by differential leveling
 EB1751.and adjusted in June 1991.
 EB1751
 EB1751.The geoid height was determined by GEOID03.
 EB1751
 EB1751.The dynamic height is computed by dividing the NAVD 88
 EB1751.geopotential number by the normal gravity value computed on the
 EB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1751.degrees latitude (g = 980.6199 gals.).
 EB1751
 EB1751.The modeled gravity was interpolated from observed gravity values.
 EB1751
 EB1751;                    North         East    Units  Estimated Accuracy
 EB1751;SPC NC       -   134,900.      630,780.      MT  (+/- 180 meters Scaled)
 EB1751
 EB1751                          SUPERSEDED SURVEY CONTROL
 EB1751
 EB1751.No superseded survey control is available for this station.
 EB1751
 EB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU037715(NAD 83)
 EB1751_MARKER: DB = BENCH MARK DISK
 EB1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1751_SP_SET: CONCRETE POST
 EB1751_STAMPING: 127 MEA 1980
 EB1751_MARK LOGO: USGS  
 EB1751_PROJECTION: FLUSH
 EB1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1751+STABILITY: SURFACE MOTION
 EB1751
 EB1751  HISTORY     - Date     Condition        Report By
 EB1751  HISTORY     - 1980     MONUMENTED       USGS
 EB1751  HISTORY     - 1982     GOOD             NCGS
 EB1751
 EB1751                          STATION DESCRIPTION
 EB1751
 EB1751'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EB1751'5.3 MI SW FROM STEDMAN.
 EB1751'LOCATED ALONG NC 53, 1.5 MILES SOUTH-SOUTHEAST OF THE INTERSECTION
 EB1751'WITH NC 210 SOUTHEAST OF FAYETTEVILLE, BETWEEN A ONE STORY BRICK
 EB1751'AND A ONE STORY BROWN SHINGLED HOUSE, AND 1.35 MILES NORTHWEST OF THE
 EB1751'SR 2023 CROSSROAD IN THE CEDAR CREEK COMMUNITY, 57.7 FEET NORTHEAST
 EB1751'OF CENTERLINE OF HIGHWAY, 63.9 FEET SOUTHEAST OF CENTERLINE OF
 EB1751'CONCRETE DRIVE, AND 1.1 FEET EAST OF POWER POLE (53230) WITH
 EB1751'REFERENCE TAG.
 EB1751'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0887 ***********************************************************************
 EY0887  DESIGNATION -  127.4
 EY0887  PID         -  EY0887
 EY0887  STATE/COUNTY-  NC/WILSON
 EY0887  USGS QUAD   -  ELM CITY (1977)
 EY0887
 EY0887                         *CURRENT SURVEY CONTROL
 EY0887  ___________________________________________________________________
 EY0887* NAD 83(1986)-  35 50 33.     (N)    077 50 29.     (W)     SCALED    
 EY0887* NAVD 88     -        37.59   (+/-2cm)     123.3    (feet)  VERTCON   
 EY0887  ___________________________________________________________________
 EY0887  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EY0887  VERT ORDER  -  ? (See Below)
 EY0887
 EY0887.The horizontal coordinates were scaled from a topographic map and have
 EY0887.an estimated accuracy of +/- 6 seconds.
 EY0887
 EY0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY0887.The vertical order pertains to the NGVD 29 superseded value.
 EY0887
 EY0887.The geoid height was determined by GEOID03.
 EY0887
 EY0887;                    North         East    Units  Estimated Accuracy
 EY0887;SPC NC       -   232,740.      714,260.      MT  (+/- 180 meters Scaled)
 EY0887
 EY0887                          SUPERSEDED SURVEY CONTROL
 EY0887
 EY0887  NGVD 29 (??/??/92)   37.924  (m)          124.42   (f) ADJ UNCH    ?  
 EY0887
 EY0887.Superseded values are not recommended for survey control.
 EY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0887.See file dsdata.txt to determine how the superseded data were derived.
 EY0887
 EY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE433702(NAD 83)
 EY0887_MARKER: Z = SEE DESCRIPTION
 EY0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0887_SP_SET: SIGNAL BASE
 EY0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0887
 EY0887  HISTORY     - Date     Condition        Report By
 EY0887  HISTORY     - UNK      MONUMENTED       CGS
 EY0887  HISTORY     - 1935     GOOD             NGS
 EY0887
 EY0887                          STATION DESCRIPTION
 EY0887
 EY0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0887'3.8 MI N FROM ELM CITY.
 EY0887'2-3/4 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EY0887'STATION AT ELM CITY, WILSON COUNTY, AT SIGNAL 1274, AND ON THE
 EY0887'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE.  A CHISELED
 EY0887'POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1041 ***********************************************************************
 FA1041  DESIGNATION -  1276.9
 FA1041  PID         -  FA1041
 FA1041  STATE/COUNTY-  NC/CALDWELL
 FA1041  USGS QUAD   -  GRANITE FALLS (1993)
 FA1041
 FA1041                         *CURRENT SURVEY CONTROL
 FA1041  ___________________________________________________________________
 FA1041* NAD 83(1986)-  35 51 11.     (N)    081 29 57.     (W)     SCALED    
 FA1041* NAVD 88     -       388.996  (meters)    1276.23   (feet)  ADJUSTED  
 FA1041  ___________________________________________________________________
 FA1041  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 FA1041  DYNAMIC HT  -         388.618 (meters)    1274.99  (feet)  COMP
 FA1041  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 FA1041
 FA1041  VERT ORDER  -  FIRST     CLASS II
 FA1041
 FA1041.The horizontal coordinates were scaled from a topographic map and have
 FA1041.an estimated accuracy of +/- 6 seconds.
 FA1041
 FA1041.The orthometric height was determined by differential leveling
 FA1041.and adjusted in June 1991.
 FA1041
 FA1041.The geoid height was determined by GEOID03.
 FA1041
 FA1041.The dynamic height is computed by dividing the NAVD 88
 FA1041.geopotential number by the normal gravity value computed on the
 FA1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1041.degrees latitude (g = 980.6199 gals.).
 FA1041
 FA1041.The modeled gravity was interpolated from observed gravity values.
 FA1041
 FA1041;                    North         East    Units  Estimated Accuracy
 FA1041;SPC NC       -   236,140.      383,890.      MT  (+/- 180 meters Scaled)
 FA1041
 FA1041                          SUPERSEDED SURVEY CONTROL
 FA1041
 FA1041  NGVD 29 (??/??/92)  389.158  (m)         1276.76   (f) ADJ UNCH    1 2
 FA1041
 FA1041.Superseded values are not recommended for survey control.
 FA1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1041.See file dsdata.txt to determine how the superseded data were derived.
 FA1041
 FA1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV549677(NAD 83)
 FA1041_MARKER: Z = SEE DESCRIPTION
 FA1041_SETTING: 0 = UNSPECIFIED SETTING
 FA1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1041
 FA1041  HISTORY     - Date     Condition        Report By
 FA1041  HISTORY     - 1933     MONUMENTED       CGS
 FA1041  HISTORY     - 1934     MARK NOT FOUND   NGS
 FA1041  HISTORY     - 1970     MARK NOT FOUND   USGS
 FA1041
 FA1041                          STATION DESCRIPTION
 FA1041
 FA1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FA1041'0.4 MI NW FROM HUDSON.
 FA1041'SEARCHED FOR BUT NOT RECOVERED.  0.4 MILE NORTHWEST ALONG THE
 FA1041'CAROLINA AND NORTHWESTERN RAILWAY FROM HUDSON, CALDWELL COUNTY,
 FA1041'150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SARDIS BAPTIST
 FA1041'CHURCH, 24.4 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 321,
 FA1041'7.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 56 FEET NORTH
 FA1041'OF THE POINT OF SWITCH OF THE CALDWELL COTTON MILLS SPUR TRACK,
 FA1041'AT THE TOP OF THE WEST DITCH BANK OF THE HIGHWAY, 20 INCHES
 FA1041'HIGHER THAN THE HIGHWAY, AND 12 INCHES LOWER THAN THE TOP OF THE
 FA1041'RAIL.  A 1-1/8-INCH IRON SHAFT, SET IN A 12- BY 12-INCH CONCRETE
 FA1041'BLOCK, THE TOP END OF THE SHAFT PROJECTING 1.5 INCHES ABOVE THE
 FA1041'TOP OF THE BLOCK, AND THE TOP OF THE BLOCK SHOWING 4-1/2 INCHES
 FA1041'ABOVE THE GROUND.
 FA1041
 FA1041                          STATION RECOVERY (1970)
 FA1041
 FA1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FA1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9320 ***********************************************************************
 DE9320  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9320  DESIGNATION -  127W 200
 DE9320  PID         -  DE9320
 DE9320  STATE/COUNTY-  NC/GUILFORD
 DE9320  USGS QUAD   -  LAKE BRANDT (1994)
 DE9320
 DE9320                         *CURRENT SURVEY CONTROL
 DE9320  ___________________________________________________________________
 DE9320* NAD 83(2007)-  36 07 52.00174(N)    079 47 58.66636(W)     ADJUSTED  
 DE9320* NAVD 88     -       268.07   (meters)     879.5    (feet)  GPS OBS   
 DE9320  ___________________________________________________________________
 DE9320  EPOCH DATE  -        2002.00
 DE9320  X           -     913,369.580 (meters)                     COMP
 DE9320  Y           -  -5,076,106.390 (meters)                     COMP
 DE9320  Z           -   3,740,091.265 (meters)                     COMP
 DE9320  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 DE9320  ELLIP HEIGHT-         236.868 (meters)          (02/10/07) ADJUSTED
 DE9320  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DE9320
 DE9320  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9320  Type    PID    Designation                      North   East  Ellip
 DE9320  -------------------------------------------------------------------
 DE9320  NETWORK DE9320 127W 200                          1.25   0.84   1.67
 DE9320  -------------------------------------------------------------------
 DE9320
 DE9320.The horizontal coordinates were established by GPS observations
 DE9320.and adjusted by the National Geodetic Survey in February 2007.
 DE9320
 DE9320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9320.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9320.The horizontal coordinates are valid at the epoch date displayed above.
 DE9320.The epoch date for horizontal control is a decimal equivalence
 DE9320.of Year/Month/Day.
 DE9320
 DE9320.The orthometric height was determined by GPS observations and a
 DE9320.high-resolution geoid model.
 DE9320.The orthometric height was determined by GPS observations and a
 DE9320.high-resolution geoid model using precise GPS observation and
 DE9320.processing techniques.
 DE9320
 DE9320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9320
 DE9320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9320
 DE9320.The ellipsoidal height was determined by GPS observations
 DE9320.and is referenced to NAD 83.
 DE9320
 DE9320.The geoid height was determined by GEOID03.
 DE9320
 DE9320;                    North         East     Units Scale Factor Converg.
 DE9320;SPC NC       -   264,438.390   537,624.680   MT  0.99999027   -0 27 41.5
 DE9320;SPC NC       -   867,578.28  1,763,856.97   sFT  0.99999027   -0 27 41.5
 DE9320;UTM  17      - 3,999,157.988   608,009.603   MT  0.99974374   +0 42 28.3
 DE9320
 DE9320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9320!SPC NC       -   0.99996283  x   0.99999027  =   0.99995310
 DE9320!UTM  17      -   0.99996283  x   0.99974374  =   0.99970658
 DE9320
 DE9320:                Primary Azimuth Mark                     Grid Az
 DE9320:SPC NC       -  WHARTON                                  075 32 51.0
 DE9320:UTM  17      -  WHARTON                                  074 22 41.2
 DE9320
 DE9320|---------------------------------------------------------------------|
 DE9320| PID    Reference Object                     Distance      Geod. Az  |
 DE9320|                                                           dddmmss.s |
 DE9320| AI2381 WHARTON                             495.631 METERS 0750509.5 |
 DE9320|---------------------------------------------------------------------|
 DE9320
 DE9320                          SUPERSEDED SURVEY CONTROL
 DE9320
 DE9320  NAD 83(2001)-  36 07 52.00218(N)    079 47 58.66592(W) AD(       ) 1
 DE9320  ELLIP H (03/13/03)  236.864  (m)                       GP(       ) 4 2
 DE9320  NAD 83(1986)-  36 07 52.00852(N)    079 47 58.67330(W) AD(       ) 1
 DE9320
 DE9320.Superseded values are not recommended for survey control.
 DE9320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9320.See file dsdata.txt to determine how the superseded data were derived.
 DE9320
 DE9320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0801099158(NAD 83)
 DE9320_MARKER: DD = SURVEY DISK
 DE9320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9320_STAMPING: 127W.200 7/97
 DE9320_MARK LOGO: NC1940
 DE9320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9320+STABILITY: SURFACE MOTION
 DE9320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9320+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9320
 DE9320  HISTORY     - Date     Condition        Report By
 DE9320  HISTORY     - 1997     MONUMENTED       NC1940
 DE9320
 DE9320                          STATION DESCRIPTION
 DE9320
 DE9320'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9320'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF THE
 DE9320'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 8.0 MI (12.9 KM)
 DE9320'EAST-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND AT THE
 DE9320'INTERSECTION OF PISGAH CHURCH ROAD AND BELL ORCHARD DRIVE.
 DE9320'ALONG PISGAH CHURCH ROAD FOR 2.4 MI (3.9 KM) EAST FROM THE
 DE9320'INTERSECTION WITH BATTLEGROUND AVENUE (US 220) TO BELL ORCHARD DRIVE
 DE9320'ON LEFT AND STATION IN THE NORTHEAST QUADRANT OF INTERSECTION.
 DE9320'MARK IS ABOUT LEVEL WITH THE CENTER OF BELL ORCHARD DRIVE AND FLUSH
 DE9320'WITH THE GROUND. LOCATED 26.1 FT (8.0 M) EAST OF THE CENTERLINE OF
 DE9320'BELL ORCHARD DRIVE, 29.9 FT (9.1 M) SOUTHWEST OF THE SOUTHWEST CORNER
 DE9320'OF A LARGE 1-STORY BRICK BUILDING, 26.3 FT (8.0 M) NORTHWEST OF A FIRE
 DE9320'HYDRANT, AND 19.1 FT (5.8 M) NORTHWEST OF A POWER POLE (DUKE 8-93 SPSK
 DE9320'6 4-45).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9449 ***********************************************************************
 DE9449  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9449  DESIGNATION -  127W 201
 DE9449  PID         -  DE9449
 DE9449  STATE/COUNTY-  NC/GUILFORD
 DE9449  USGS QUAD   -  GREENSBORO (1994)
 DE9449
 DE9449                         *CURRENT SURVEY CONTROL
 DE9449  ___________________________________________________________________
 DE9449* NAD 83(2007)-  36 07 29.55743(N)    079 47 45.04593(W)     ADJUSTED  
 DE9449* NAVD 88     -       250.80   (meters)     822.8    (feet)  GPS OBS   
 DE9449  ___________________________________________________________________
 DE9449  EPOCH DATE  -        2002.00
 DE9449  X           -     913,774.569 (meters)                     COMP
 DE9449  Y           -  -5,076,433.817 (meters)                     COMP
 DE9449  Z           -   3,739,522.332 (meters)                     COMP
 DE9449  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 DE9449  ELLIP HEIGHT-         219.652 (meters)          (02/10/07) ADJUSTED
 DE9449  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DE9449
 DE9449  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9449  Type    PID    Designation                      North   East  Ellip
 DE9449  -------------------------------------------------------------------
 DE9449  NETWORK DE9449 127W 201                          2.70   2.06   4.63
 DE9449  -------------------------------------------------------------------
 DE9449
 DE9449.The horizontal coordinates were established by GPS observations
 DE9449.and adjusted by the National Geodetic Survey in February 2007.
 DE9449
 DE9449.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9449.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9449.The horizontal coordinates are valid at the epoch date displayed above.
 DE9449.The epoch date for horizontal control is a decimal equivalence
 DE9449.of Year/Month/Day.
 DE9449
 DE9449.The orthometric height was determined by GPS observations and a
 DE9449.high-resolution geoid model.
 DE9449.The orthometric height was determined by GPS observations and a
 DE9449.high-resolution geoid model using precise GPS observation and
 DE9449.processing techniques.
 DE9449
 DE9449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9449
 DE9449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9449
 DE9449.The ellipsoidal height was determined by GPS observations
 DE9449.and is referenced to NAD 83.
 DE9449
 DE9449.The geoid height was determined by GEOID03.
 DE9449
 DE9449;                    North         East     Units Scale Factor Converg.
 DE9449;SPC NC       -   263,743.891   537,959.684   MT  0.99998861   -0 27 33.6
 DE9449;SPC NC       -   865,299.75  1,764,956.06   sFT  0.99998861   -0 27 33.6
 DE9449;UTM  17      - 3,998,470.639   608,358.625   MT  0.99974467   +0 42 35.9
 DE9449
 DE9449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9449!SPC NC       -   0.99996553  x   0.99998861  =   0.99995414
 DE9449!UTM  17      -   0.99996553  x   0.99974467  =   0.99971021
 DE9449
 DE9449                          SUPERSEDED SURVEY CONTROL
 DE9449
 DE9449  NAD 83(2001)-  36 07 29.55787(N)    079 47 45.04549(W) AD(       ) 1
 DE9449  ELLIP H (03/13/03)  219.648  (m)                       GP(       ) 4 2
 DE9449  NAD 83(1986)-  36 07 29.56424(N)    079 47 45.05278(W) AD(       ) 1
 DE9449
 DE9449.Superseded values are not recommended for survey control.
 DE9449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9449.See file dsdata.txt to determine how the superseded data were derived.
 DE9449
 DE9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0835998471(NAD 83)
 DE9449_MARKER: DD = SURVEY DISK
 DE9449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9449_STAMPING: 127W201 1999
 DE9449_MARK LOGO: NC1940
 DE9449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9449+STABILITY: SURFACE MOTION
 DE9449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9449+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9449
 DE9449  HISTORY     - Date     Condition        Report By
 DE9449  HISTORY     - 1999     MONUMENTED       NC1940
 DE9449
 DE9449                          STATION DESCRIPTION
 DE9449
 DE9449'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9449'STATION IS ABOUT 3.6 MI (5.8 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9449'GOVERNMENT PLAZA, IN THE SPICEWOOD COMMUNITY.
 DE9449'TO REACH THE STATION FROM SR 2359 (LEES CHAPEL ROAD), PROCEED SOUTH
 DE9449'ALONG NORTH ELM STREET FOR 0.45 MI (0.72 KM) TO THE INTERSECTION WITH
 DE9449'BERRYMAN STREET, THENCE EAST FOR ABOUT 150-FEET TO STATION ON SOUTH
 DE9449'SIDE OF BERRYMAN STREET IN FRONT OF A 2-STORY BRICK REST HOME.
 DE9449'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE STREET LEVEL AND FLUSH WITH
 DE9449'GROUND. LOCATED 21.6 FT (6.6 M) SOUTH OF THE CENTERLINE OF STREET,
 DE9449'28.2 FT (8.6 M) EAST OF A DUKE POWER POLE (AT EDGE OF TREE LINE), AND
 DE9449'39.2 FT (11.9 M) WEST OF THE CENTERLINE OF ENTRANCE TO REST HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0885 ***********************************************************************
 EY0885  DESIGNATION -  128.3
 EY0885  PID         -  EY0885
 EY0885  STATE/COUNTY-  NC/WILSON
 EY0885  USGS QUAD   -  ELM CITY (1977)
 EY0885
 EY0885                         *CURRENT SURVEY CONTROL
 EY0885  ___________________________________________________________________
 EY0885* NAD 83(1986)-  35 49 29.     (N)    077 51 00.     (W)     SCALED    
 EY0885* NAVD 88     -        37.16   (+/-2cm)     121.9    (feet)  VERTCON   
 EY0885  ___________________________________________________________________
 EY0885  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EY0885  VERT ORDER  -  ? (See Below)
 EY0885
 EY0885.The horizontal coordinates were scaled from a topographic map and have
 EY0885.an estimated accuracy of +/- 6 seconds.
 EY0885
 EY0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY0885.The vertical order pertains to the NGVD 29 superseded value.
 EY0885
 EY0885.The geoid height was determined by GEOID03.
 EY0885
 EY0885;                    North         East    Units  Estimated Accuracy
 EY0885;SPC NC       -   230,760.      713,510.      MT  (+/- 180 meters Scaled)
 EY0885
 EY0885                          SUPERSEDED SURVEY CONTROL
 EY0885
 EY0885  NGVD 29 (??/??/92)   37.489  (m)          123.00   (f) ADJ UNCH    ?  
 EY0885
 EY0885.Superseded values are not recommended for survey control.
 EY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0885.See file dsdata.txt to determine how the superseded data were derived.
 EY0885
 EY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE425682(NAD 83)
 EY0885_MARKER: Z = SEE DESCRIPTION
 EY0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0885_SP_SET: SIGNAL BASE
 EY0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0885
 EY0885  HISTORY     - Date     Condition        Report By
 EY0885  HISTORY     - UNK      MONUMENTED       CGS
 EY0885  HISTORY     - 1935     GOOD             NGS
 EY0885
 EY0885                          STATION DESCRIPTION
 EY0885
 EY0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0885'1.4 MI N FROM ELM CITY.
 EY0885'1.4 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EY0885'STATION AT ELM CITY, WILSON COUNTY, AT SIGNAL 1283, AND ON THE TOP
 EY0885'OF THE NORTHWEST CORNER OF THE CONCRETE BASE.  AN UNMARKED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1668 ***********************************************************************
 FB1668  DESIGNATION -  1291.1
 FB1668  PID         -  FB1668
 FB1668  STATE/COUNTY-  NC/SWAIN
 FB1668  USGS QUAD   -  TAPOCO (1978)
 FB1668
 FB1668                         *CURRENT SURVEY CONTROL
 FB1668  ___________________________________________________________________
 FB1668* NAD 83(1986)-  35 28 01.     (N)    083 52 46.     (W)     SCALED    
 FB1668* NAVD 88     -       393.620  (meters)    1291.40   (feet)  ADJUSTED  
 FB1668  ___________________________________________________________________
 FB1668  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FB1668  DYNAMIC HT  -         393.228 (meters)    1290.12  (feet)  COMP
 FB1668  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 FB1668
 FB1668  VERT ORDER  -  FIRST     CLASS II
 FB1668
 FB1668.The horizontal coordinates were scaled from a topographic map and have
 FB1668.an estimated accuracy of +/- 6 seconds.
 FB1668
 FB1668.The orthometric height was determined by differential leveling
 FB1668.and adjusted in June 1991.
 FB1668
 FB1668.The geoid height was determined by GEOID03.
 FB1668
 FB1668.The dynamic height is computed by dividing the NAVD 88
 FB1668.geopotential number by the normal gravity value computed on the
 FB1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1668.degrees latitude (g = 980.6199 gals.).
 FB1668
 FB1668.The modeled gravity was interpolated from observed gravity values.
 FB1668
 FB1668;                    North         East    Units  Estimated Accuracy
 FB1668;SPC NC       -   201,340.      166,940.      MT  (+/- 180 meters Scaled)
 FB1668
 FB1668                          SUPERSEDED SURVEY CONTROL
 FB1668
 FB1668  NGVD 29 (12/12/91)  393.715  (m)         1291.71   (f) ADJUSTED    1 2
 FB1668
 FB1668.Superseded values are not recommended for survey control.
 FB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1668.See file dsdata.txt to determine how the superseded data were derived.
 FB1668
 FB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV387286(NAD 83)
 FB1668_MARKER: Q = CHISELED SQUARE
 FB1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1668_SP_SET: MASSIVE STRUCTURE
 FB1668_MARK LOGO: USGS  
 FB1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1668+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 FB1668
 FB1668  HISTORY     - Date     Condition        Report By
 FB1668  HISTORY     - UNK      MONUMENTED       USGS
 FB1668  HISTORY     - 1952     GOOD             TVA
 FB1668  HISTORY     - 1983     GOOD             NGS
 FB1668  HISTORY     - 19890731 GOOD             NCGS
 FB1668
 FB1668                          STATION DESCRIPTION
 FB1668
 FB1668'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1668'7 MI W FROM FONTANA.
 FB1668'7 MILES WEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY 288,
 FB1668'4 MILES EAST OF THE NORTH CAROLINA-TENNESSEE STATE LINE, AT A
 FB1668'CONCRETE HIGHWAY BRIDGE OVER TWENTY MILE CREEK, ON THE WEST END
 FB1668'OF THE NORTH BALUSTRADE BASE, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 FB1668'A CHISELED SQUARE, SURROUNDED BY THE PAINTED LETTERS U.S.B.M.
 FB1668'1291.1.  NOTE-- BENCH MARK IS CHISELED SQUARE ON TOP OF NORTH
 FB1668'END OF EAST CURB OR BALUSTRADE BASE INSTEAD OF (W END OF N.)
 FB1668'SQUARE IS CUT 6 INCHES SOUTH OF CORNER OF CURB ON OPPOSITE SIDE
 FB1668'OF BRIDGE FROM TABLET SN 1463 1944.
 FB1668
 FB1668                          STATION RECOVERY (1983)
 FB1668
 FB1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1668'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.6 KM (2.85 MI)
 FB1668'SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S. HIGHWAY 129
 FB1668'IN DEALS GAP TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF THE
 FB1668'EAST CURB OF BALUSTRADE BASE ON THE OPPOSITE SIDE OF BRIDGE FROM TVA
 FB1668'SURVEY DISK SN 1463, 4.57 METERS (15.0 FT) EAST OF THE CENTERLINE OF
 FB1668'THE HIGHWAY, 12.19 METERS (40.0 FT) SOUTH OF A PAVED ROAD LEADING TO
 FB1668'TWENTY MILE RANGER STATION, 0.18 METER (0.6 FT) SOUTH OF CORNER OF
 FB1668'CURB OF BRIDGE.
 FB1668'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB1668
 FB1668                          STATION RECOVERY (1989)
 FB1668
 FB1668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB1668'MARK IS A CHISLED SQUARE IN BALUSTRADE BASE OF BRIDGE AND WAS
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9327 ***********************************************************************
 DE9327  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9327  DESIGNATION -  129W 200
 DE9327  PID         -  DE9327
 DE9327  STATE/COUNTY-  NC/GUILFORD
 DE9327  USGS QUAD   -  LAKE BRANDT (1994)
 DE9327
 DE9327                         *CURRENT SURVEY CONTROL
 DE9327  ___________________________________________________________________
 DE9327* NAD 83(2007)-  36 07 40.06172(N)    079 45 43.94641(W)     ADJUSTED  
 DE9327* NAVD 88     -       239.88   (meters)     787.0    (feet)  GPS OBS   
 DE9327  ___________________________________________________________________
 DE9327  EPOCH DATE  -        2002.00
 DE9327  X           -     916,719.345 (meters)                     COMP
 DE9327  Y           -  -5,075,700.032 (meters)                     COMP
 DE9327  Z           -   3,739,777.495 (meters)                     COMP
 DE9327  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 DE9327  ELLIP HEIGHT-         208.863 (meters)          (02/10/07) ADJUSTED
 DE9327  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE9327
 DE9327  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9327  Type    PID    Designation                      North   East  Ellip
 DE9327  -------------------------------------------------------------------
 DE9327  NETWORK DE9327 129W 200                          1.22   0.98   1.78
 DE9327  -------------------------------------------------------------------
 DE9327
 DE9327.The horizontal coordinates were established by GPS observations
 DE9327.and adjusted by the National Geodetic Survey in February 2007.
 DE9327
 DE9327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9327.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9327.The horizontal coordinates are valid at the epoch date displayed above.
 DE9327.The epoch date for horizontal control is a decimal equivalence
 DE9327.of Year/Month/Day.
 DE9327
 DE9327.The orthometric height was determined by GPS observations and a
 DE9327.high-resolution geoid model.
 DE9327.The orthometric height was determined by GPS observations and a
 DE9327.high-resolution geoid model using precise GPS observation and
 DE9327.processing techniques.
 DE9327
 DE9327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9327
 DE9327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9327
 DE9327.The ellipsoidal height was determined by GPS observations
 DE9327.and is referenced to NAD 83.
 DE9327
 DE9327.The geoid height was determined by GEOID03.
 DE9327
 DE9327;                    North         East     Units Scale Factor Converg.
 DE9327;SPC NC       -   264,043.884   540,990.248   MT  0.99998938   -0 26 23.7
 DE9327;SPC NC       -   866,283.98  1,774,898.84   sFT  0.99998938   -0 26 23.7
 DE9327;UTM  17      - 3,998,832.339   611,381.707   MT  0.99975286   +0 43 47.5
 DE9327
 DE9327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9327!SPC NC       -   0.99996722  x   0.99998938  =   0.99995660
 DE9327!UTM  17      -   0.99996722  x   0.99975286  =   0.99972009
 DE9327
 DE9327:                Primary Azimuth Mark                     Grid Az
 DE9327:SPC NC       -  129W 201                                 015 35 45.4
 DE9327:UTM  17      -  129W 201                                 014 25 34.2
 DE9327
 DE9327|---------------------------------------------------------------------|
 DE9327| PID    Reference Object                     Distance      Geod. Az  |
 DE9327|                                                           dddmmss.s |
 DE9327| DE9328 129W 201                            451.694 METERS 0150921.7 |
 DE9327|---------------------------------------------------------------------|
 DE9327
 DE9327                          SUPERSEDED SURVEY CONTROL
 DE9327
 DE9327  NAD 83(2001)-  36 07 40.06215(N)    079 45 43.94592(W) AD(       ) 1
 DE9327  ELLIP H (03/13/03)  208.861  (m)                       GP(       ) 4 2
 DE9327  NAD 83(1986)-  36 07 40.06855(N)    079 45 43.95310(W) AD(       ) 1
 DE9327
 DE9327.Superseded values are not recommended for survey control.
 DE9327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9327.See file dsdata.txt to determine how the superseded data were derived.
 DE9327
 DE9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1138298832(NAD 83)
 DE9327_MARKER: DD = SURVEY DISK
 DE9327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9327_STAMPING: 129W.200 7/97
 DE9327_MARK LOGO: NC1940
 DE9327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9327+STABILITY: SURFACE MOTION
 DE9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9327+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9327
 DE9327  HISTORY     - Date     Condition        Report By
 DE9327  HISTORY     - 1997     MONUMENTED       NC1940
 DE9327
 DE9327                          STATION DESCRIPTION
 DE9327
 DE9327'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9327'STATION IS LOCATED IN GREENSBORO, ABOUT 4.1 MI (6.6 KM)
 DE9327'NORTH-NORTHEAST OF THE CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN,
 DE9327'10.0 MI (16.1 KM) EAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT,
 DE9327'AND NEAR THE INTERSECTION OF SUMMIT AVENUE AND CHERRY LANE.
 DE9327'PROCEED ALONG CONE BOULEVARD FOR 0.4 MI (0.6 KM) WEST FROM THE BRIDGE
 DE9327'OVER US 29-OHENRY BOULEVARD, THENCE RIGHT/NORTH FOR 1.0 MI (1.6 KM)
 DE9327'ALONG SUMMIT AVENUE TO STATION ON RIGHT/EAST SIDE OF SUMMIT AVENUE, AT
 DE9327'ENTRANCE TO MOBILE HOME PARK (EAST), AND APPROXIMATELY 125-FEET NORTH
 DE9327'OF INTERSECTION WITH CHERRY LANE (WEST).
 DE9327'MARK IS LEVEL WITH CENTER OF ROAD, AND FLUSH WITH THE GROUND. LOCATED
 DE9327'32.3 FT (9.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF SUMMIT AVENUE,
 DE9327'30.4 FT (9.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF PAVED MOBILE HOME
 DE9327'PARK ENTRANCE, 8.3 FT (2.5 M) NORTHEAST OF A POWER POLE (30 T), 65.2
 DE9327'FT (19.9 M) NORTH-NORTHEAST OF A FIRE HYDRANT, AND 4.8 FT (1.5 M)
 DE9327'WEST-NORTHWEST OF END OF WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9328 ***********************************************************************
 DE9328  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9328  DESIGNATION -  129W 201
 DE9328  PID         -  DE9328
 DE9328  STATE/COUNTY-  NC/GUILFORD
 DE9328  USGS QUAD   -  LAKE BRANDT (1994)
 DE9328
 DE9328                         *CURRENT SURVEY CONTROL
 DE9328  ___________________________________________________________________
 DE9328* NAD 83(2007)-  36 07 54.20656(N)    079 45 39.22330(W)     ADJUSTED  
 DE9328* NAVD 88     -       242.82   (meters)     796.7    (feet)  GPS OBS   
 DE9328  ___________________________________________________________________
 DE9328  EPOCH DATE  -        2002.00
 DE9328  X           -     916,790.293 (meters)                     COMP
 DE9328  Y           -  -5,075,428.384 (meters)                     COMP
 DE9328  Z           -   3,740,131.363 (meters)                     COMP
 DE9328  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 DE9328  ELLIP HEIGHT-         211.783 (meters)          (02/10/07) ADJUSTED
 DE9328  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DE9328
 DE9328  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9328  Type    PID    Designation                      North   East  Ellip
 DE9328  -------------------------------------------------------------------
 DE9328  NETWORK DE9328 129W 201                          1.29   1.00   1.80
 DE9328  -------------------------------------------------------------------
 DE9328
 DE9328.The horizontal coordinates were established by GPS observations
 DE9328.and adjusted by the National Geodetic Survey in February 2007.
 DE9328
 DE9328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9328.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9328.The horizontal coordinates are valid at the epoch date displayed above.
 DE9328.The epoch date for horizontal control is a decimal equivalence
 DE9328.of Year/Month/Day.
 DE9328
 DE9328.The orthometric height was determined by GPS observations and a
 DE9328.high-resolution geoid model.
 DE9328.The orthometric height was determined by GPS observations and a
 DE9328.high-resolution geoid model using precise GPS observation and
 DE9328.processing techniques.
 DE9328
 DE9328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9328
 DE9328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9328
 DE9328.The ellipsoidal height was determined by GPS observations
 DE9328.and is referenced to NAD 83.
 DE9328
 DE9328.The geoid height was determined by GEOID03.
 DE9328
 DE9328;                    North         East     Units Scale Factor Converg.
 DE9328;SPC NC       -   264,478.941   541,111.686   MT  0.99999044   -0 26 21.0
 DE9328;SPC NC       -   867,711.33  1,775,297.26   sFT  0.99999044   -0 26 21.0
 DE9328;UTM  17      - 3,999,269.682   611,494.212   MT  0.99975317   +0 43 50.5
 DE9328
 DE9328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9328!SPC NC       -   0.99996676  x   0.99999044  =   0.99995720
 DE9328!UTM  17      -   0.99996676  x   0.99975317  =   0.99971994
 DE9328
 DE9328:                Primary Azimuth Mark                     Grid Az
 DE9328:SPC NC       -  129W 200                                 195 35 45.5
 DE9328:UTM  17      -  129W 200                                 194 25 34.0
 DE9328
 DE9328|---------------------------------------------------------------------|
 DE9328| PID    Reference Object                     Distance      Geod. Az  |
 DE9328|                                                           dddmmss.s |
 DE9328| DE9327 129W 200                            451.694 METERS 1950924.5 |
 DE9328|---------------------------------------------------------------------|
 DE9328
 DE9328                          SUPERSEDED SURVEY CONTROL
 DE9328
 DE9328  NAD 83(2001)-  36 07 54.20700(N)    079 45 39.22277(W) AD(       ) 1
 DE9328  ELLIP H (03/13/03)  211.781  (m)                       GP(       ) 4 2
 DE9328  NAD 83(1986)-  36 07 54.21343(N)    079 45 39.23002(W) AD(       ) 1
 DE9328
 DE9328.Superseded values are not recommended for survey control.
 DE9328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9328.See file dsdata.txt to determine how the superseded data were derived.
 DE9328
 DE9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1149499270(NAD 83)
 DE9328_MARKER: DD = SURVEY DISK
 DE9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9328_STAMPING: 129W.201 7/97
 DE9328_MARK LOGO: NC1940
 DE9328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9328+STABILITY: SURFACE MOTION
 DE9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9328+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9328
 DE9328  HISTORY     - Date     Condition        Report By
 DE9328  HISTORY     - 1997     MONUMENTED       NC1940
 DE9328
 DE9328                          STATION DESCRIPTION
 DE9328
 DE9328'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9328'STATION IS LOCATED IN GREENSBORO, ABOUT 4.4 MI (7.1 KM)
 DE9328'NORTH-NORTHEAST OF THE CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN,
 DE9328'10.1 MI (16.3 KM) EAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT,
 DE9328'AND NEAR THE INTERSECTION OF SUMMIT AVENUE AND CODY STREET.
 DE9328'PROCEED ALONG CONE BOULEVARD FOR 0.4 MI (0.6 KM) WEST FROM THE BRIDGE
 DE9328'OVER US 29-OHENRY BOULEVARD, THENCE RIGHT/NORTH FOR 1.3 MI (2.1 KM)
 DE9328'ALONG SUMMIT AVENUE TO STATION ON LEFT/WEST SIDE OF SUMMIT AVENUE, AND
 DE9328'ABOUT 75-FEET NORTH OF CODY STREET.
 DE9328'MARK IS LEVEL WITH CENTER OF ROAD, AND PROJECTING 1-INCH ABOVE THE
 DE9328'GROUND. LOCATED 25.7 FT (7.8 M) WEST OF THE CENTERLINE OF SUMMIT
 DE9328'AVENUE, 24.1 FT (7.3 M) NORTHEAST OF THE CENTERLINE OF DRIVE TO
 DE9328'DOMINION AIR AND MACHINERY CO., 4.6 FT (1.4 M) NORTHEAST OF A POWER
 DE9328'POLE, AND 5.2 FT (1.6 M) WEST OF A SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2577 ***********************************************************************
 FX2577  DESIGNATION -  13 BRP
 FX2577  PID         -  FX2577
 FX2577  STATE/COUNTY-  NC/HALIFAX
 FX2577  USGS QUAD   -  HALIFAX (1974)
 FX2577
 FX2577                         *CURRENT SURVEY CONTROL
 FX2577  ___________________________________________________________________
 FX2577* NAD 83(1986)-  36 18 03.     (N)    077 31 38.     (W)     SCALED    
 FX2577* NAVD 88     -        22.602  (meters)      74.15   (feet)  ADJUSTED  
 FX2577  ___________________________________________________________________
 FX2577  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 FX2577  DYNAMIC HT  -          22.584 (meters)      74.09  (feet)  COMP
 FX2577  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 FX2577
 FX2577  VERT ORDER  -  SECOND    CLASS II
 FX2577
 FX2577.The horizontal coordinates were scaled from a topographic map and have
 FX2577.an estimated accuracy of +/- 6 seconds.
 FX2577
 FX2577.The orthometric height was determined by differential leveling
 FX2577.and adjusted in June 1991.
 FX2577
 FX2577.The geoid height was determined by GEOID03.
 FX2577
 FX2577.The dynamic height is computed by dividing the NAVD 88
 FX2577.geopotential number by the normal gravity value computed on the
 FX2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2577.degrees latitude (g = 980.6199 gals.).
 FX2577
 FX2577.The modeled gravity was interpolated from observed gravity values.
 FX2577
 FX2577;                    North         East    Units  Estimated Accuracy
 FX2577;SPC NC       -   283,960.      741,890.      MT  (+/- 180 meters Scaled)
 FX2577
 FX2577                          SUPERSEDED SURVEY CONTROL
 FX2577
 FX2577  NGVD 29 (??/??/92)   22.920  (m)           75.20   (f) ADJ UNCH    2 2
 FX2577
 FX2577.Superseded values are not recommended for survey control.
 FX2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2577.See file dsdata.txt to determine how the superseded data were derived.
 FX2577
 FX2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF730202(NAD 83)
 FX2577_MARKER: DD = SURVEY DISK
 FX2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2577_STAMPING: 13 BRP 1974
 FX2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2577+STABILITY: SURFACE MOTION
 FX2577
 FX2577  HISTORY     - Date     Condition        Report By
 FX2577  HISTORY     - 1974     MONUMENTED       NCGS
 FX2577  HISTORY     - 1975     GOOD             NCGS
 FX2577  HISTORY     - 1987     GOOD             USPSQD
 FX2577
 FX2577                          STATION DESCRIPTION
 FX2577
 FX2577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2577'4.0 MI ESE FROM HALIFAX.
 FX2577'TO REACH STATION FROM INTERSECTION OF US 301 WITH NC 561 EAST, PROCEED
 FX2577'EAST ALONG NC 561 FOR 4.0 MILES TO A TIMBER ROAD SOUTH, AND STATION IN
 FX2577'SW QUADRANT OF INTERSECTION AT EDGE OF WOODS LINE, 1.7 MILES NW OF
 FX2577'INTERSECTION WITH SR 1144 (NE).  44.8 FT. SOUTH OF C/L OF NC 561, 38.7
 FX2577'FT. WEST OF C/L DIRT ROAD SOUTH, 68.2 FT. NNW OF WESTERNMOST GATE POST
 FX2577'OF DIRT ROAD, 94.2 FT. SSW OF 14 IN. PINE WITH ALUMINUM REF. TAG, AND
 FX2577'99.4 FT. SSE OF 12 IN. PINE WITH ALUMINUM REF. TAG. DISK IS SET IN TOP
 FX2577'OF CONCRETE CYLINDER, PROJECTING 4 INCHES ABOVE GROUND.
 FX2577
 FX2577                          STATION RECOVERY (1987)
 FX2577
 FX2577'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 FX2577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3872 ***********************************************************************
 EY3872  DESIGNATION -  13 CMP
 EY3872  PID         -  EY3872
 EY3872  STATE/COUNTY-  NC/BEAUFORT
 EY3872  USGS QUAD   -  AURORA (1993)
 EY3872
 EY3872                         *CURRENT SURVEY CONTROL
 EY3872  ___________________________________________________________________
 EY3872* NAD 83(2001)-  35 15 45.88356(N)    076 52 04.87710(W)     ADJUSTED  
 EY3872* NAVD 88     -         8.66   (+/-2cm)      28.4    (feet)  VERTCON   
 EY3872  ___________________________________________________________________
 EY3872  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 EY3872  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EY3872  HORZ ORDER  -  THIRD
 EY3872  VERT ORDER  -  THIRD ? (See Below)
 EY3872
 EY3872.The horizontal coordinates were established by classical geodetic methods
 EY3872.and adjusted by the National Geodetic Survey in August 2005.
 EY3872
 EY3872.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3872.The vertical order pertains to the NGVD 29 superseded value.
 EY3872
 EY3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3872
 EY3872.The geoid height was determined by GEOID03.
 EY3872
 EY3872;                    North         East     Units Scale Factor Converg.
 EY3872;SPC NC       -   169,891.655   803,561.845   MT  0.99987261   +1 13 49.9
 EY3872;SPC NC       -   557,386.20  2,636,352.49   sFT  0.99987261   +1 13 49.9
 EY3872;UTM  18      - 3,903,780.706   330,076.508   MT  0.99995585   -1 04 43.4
 EY3872
 EY3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3872!SPC NC       -   1.00000448  x   0.99987261  =   0.99987709
 EY3872!UTM  18      -   1.00000448  x   0.99995585  =   0.99996033
 EY3872
 EY3872                          SUPERSEDED SURVEY CONTROL
 EY3872
 EY3872  NAD 83(1986)-  35 15 45.89768(N)    076 52 04.88470(W) AD(       ) 4
 EY3872  NAD 27      -  35 15 45.29129(N)    076 52 06.13160(W) AD(       ) 3
 EY3872  NGVD 29 (07/19/86)    8.99   (m)           29.5    (f) LEVELING    3  
 EY3872
 EY3872.Superseded values are not recommended for survey control.
 EY3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3872.See file dsdata.txt to determine how the superseded data were derived.
 EY3872
 EY3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3007703781(NAD 83)
 EY3872_MARKER: DD = SURVEY DISK
 EY3872_SETTING: 0 = UNSPECIFIED SETTING
 EY3872_STAMPING: 13 CMP 1964 30 ET
 EY3872_MARK LOGO: USGS  
 EY3872_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3872
 EY3872  HISTORY     - Date     Condition        Report By
 EY3872  HISTORY     - 1964     MONUMENTED       USGS
 EY3872
 EY3872                          STATION DESCRIPTION
 EY3872
 EY3872'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3872'ASKIN, 12.6 E. OF, ALONG PAVED RD., THENCE 2.2 MI S. ALONG DIRT
 EY3872'AND PAVED RD., THENCE 0.6 MI S. ALONG DIRT RD., 2 FT W. OF POWER POLE,
 EY3872'61 FT N. AND 22 FT E. OF, AND 1.5 FT HIGHER THAN PRIVATE DRIVE E.,
 EY3872'0.9 MI W. OF INTERSECTION OF STATE HIGHWAY 306 AND COUNTY ROAD 1927,
 EY3872'IN CONCRETE POST, STANDARD TABLET STAMPED---13 CMP 1964 30 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1938 ***********************************************************************
 EY1938  DESIGNATION -  13 DOP
 EY1938  PID         -  EY1938
 EY1938  STATE/COUNTY-  NC/MARTIN
 EY1938  USGS QUAD   -  OAK CITY (1981)
 EY1938
 EY1938                         *CURRENT SURVEY CONTROL
 EY1938  ___________________________________________________________________
 EY1938* NAD 83(1986)-  35 59 45.     (N)    077 20 53.     (W)     SCALED    
 EY1938* NAVD 88     -        25.407  (meters)      83.36   (feet)  ADJUSTED  
 EY1938  ___________________________________________________________________
 EY1938  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EY1938  DYNAMIC HT  -          25.386 (meters)      83.29  (feet)  COMP
 EY1938  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 EY1938
 EY1938  VERT ORDER  -  SECOND    CLASS II
 EY1938
 EY1938.The horizontal coordinates were scaled from a topographic map and have
 EY1938.an estimated accuracy of +/- 6 seconds.
 EY1938
 EY1938.The orthometric height was determined by differential leveling
 EY1938.and adjusted in June 1991.
 EY1938
 EY1938.The geoid height was determined by GEOID03.
 EY1938
 EY1938.The dynamic height is computed by dividing the NAVD 88
 EY1938.geopotential number by the normal gravity value computed on the
 EY1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1938.degrees latitude (g = 980.6199 gals.).
 EY1938
 EY1938.The modeled gravity was interpolated from observed gravity values.
 EY1938
 EY1938;                    North         East    Units  Estimated Accuracy
 EY1938;SPC NC       -   250,380.      758,540.      MT  (+/- 180 meters Scaled)
 EY1938
 EY1938                          SUPERSEDED SURVEY CONTROL
 EY1938
 EY1938.No superseded survey control is available for this station.
 EY1938
 EY1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE883860(NAD 83)
 EY1938_MARKER: DB = BENCH MARK DISK
 EY1938_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY1938+WITH SETTING: PAVEMENT
 EY1938_SP_SET: CONCRETE STEP
 EY1938_STAMPING: 13 DOP 1961 84
 EY1938_MARK LOGO: USGS  
 EY1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1938+STABILITY: SURFACE MOTION
 EY1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1938+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 EY1938
 EY1938  HISTORY     - Date     Condition        Report By
 EY1938  HISTORY     - 1961     MONUMENTED       USGS
 EY1938  HISTORY     - 1981     GOOD             NCGS
 EY1938  HISTORY     - 20060508 MARK NOT FOUND   NCGS
 EY1938
 EY1938                          STATION DESCRIPTION
 EY1938
 EY1938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1938'3.3 MI NW FROM OAK CITY.
 EY1938'3.1 MILES NORTHWEST ALONG NC 125 FROM THE NC 11-42 CROSSROAD IN
 EY1938'OAK CITY, THENCE 1.2 MILES ALONG SR 1344, IN EAST END OF BOTTOM
 EY1938'STEP AT FRONT ENTRANCE TO LOSSIE SAVAGE RESIDENCE.
 EY1938'THE MARK IS ABOVE LEVEL WITH ROAD.
 EY1938
 EY1938                          STATION RECOVERY (2006)
 EY1938
 EY1938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1938'THE HOUSE IS GONE, MARK NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4558 ***********************************************************************
 AE4558  DESIGNATION -  13 JAS
 AE4558  PID         -  AE4558
 AE4558  STATE/COUNTY-  NC/ROWAN
 AE4558  USGS QUAD   -  CHINA GROVE (1987)
 AE4558
 AE4558                         *CURRENT SURVEY CONTROL
 AE4558  ___________________________________________________________________
 AE4558* NAD 83(2007)-  35 36 40.44831(N)    080 36 43.35681(W)     ADJUSTED  
 AE4558* NAVD 88     -       249.3    (meters)     818.     (feet)  GPS OBS   
 AE4558  ___________________________________________________________________
 AE4558  EPOCH DATE  -        2002.00
 AE4558  X           -     846,815.752 (meters)                     COMP
 AE4558  Y           -  -5,121,880.619 (meters)                     COMP
 AE4558  Z           -   3,693,335.585 (meters)                     COMP
 AE4558  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AE4558  ELLIP HEIGHT-         218.134 (meters)          (02/10/07) ADJUSTED
 AE4558  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AE4558
 AE4558  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4558  Type    PID    Designation                      North   East  Ellip
 AE4558  -------------------------------------------------------------------
 AE4558  NETWORK AE4558 13 JAS                            1.00   0.74   1.31
 AE4558  -------------------------------------------------------------------
 AE4558
 AE4558.The horizontal coordinates were established by GPS observations
 AE4558.and adjusted by the National Geodetic Survey in February 2007.
 AE4558
 AE4558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4558.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4558.The horizontal coordinates are valid at the epoch date displayed above.
 AE4558.The epoch date for horizontal control is a decimal equivalence
 AE4558.of Year/Month/Day.
 AE4558
 AE4558.The orthometric height was determined by GPS observations and a
 AE4558.high-resolution geoid model.
 AE4558
 AE4558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4558
 AE4558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4558
 AE4558.The ellipsoidal height was determined by GPS observations
 AE4558.and is referenced to NAD 83.
 AE4558
 AE4558.The geoid height was determined by GEOID03.
 AE4558
 AE4558;                    North         East     Units Scale Factor Converg.
 AE4558;SPC NC       -   207,654.369   463,565.568   MT  0.99989221   -0 55 49.5
 AE4558;SPC NC       -   681,279.38  1,520,881.37   sFT  0.99989221   -0 55 49.5
 AE4558;UTM  17      - 3,940,899.468   535,136.485   MT  0.99961521   +0 13 33.2
 AE4558
 AE4558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4558!SPC NC       -   0.99996576  x   0.99989221  =   0.99985798
 AE4558!UTM  17      -   0.99996576  x   0.99961521  =   0.99958099
 AE4558
 AE4558|---------------------------------------------------------------------|
 AE4558| PID    Reference Object                     Distance      Geod. Az  |
 AE4558|                                                           dddmmss.s |
 AE4558| AE4499 PIPELINE                            393.726 METERS 28628     |
 AE4558|---------------------------------------------------------------------|
 AE4558
 AE4558                          SUPERSEDED SURVEY CONTROL
 AE4558
 AE4558  NAD 83(2001)-  35 36 40.44851(N)    080 36 43.35660(W) AD(       ) 1
 AE4558  ELLIP H (03/13/03)  218.137  (m)                       GP(       ) 4 2
 AE4558  NAD 83(1986)-  35 36 40.45989(N)    080 36 43.36365(W) AD(       ) 1
 AE4558  NGVD 29 (11/20/97)  249.55   (m)          818.7    (f) LEVELING    3  
 AE4558
 AE4558.Superseded values are not recommended for survey control.
 AE4558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4558.See file dsdata.txt to determine how the superseded data were derived.
 AE4558
 AE4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3513640899(NAD 83)
 AE4558_MARKER: DB = BENCH MARK DISK
 AE4558_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4558_STAMPING: 13 JAS 1966 819
 AE4558_MARK LOGO: USGS  
 AE4558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4558+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 AE4558
 AE4558  HISTORY     - Date     Condition        Report By
 AE4558  HISTORY     - 1966     MONUMENTED       USGS
 AE4558  HISTORY     - 19900307 GOOD             NCGS
 AE4558
 AE4558                          STATION DESCRIPTION
 AE4558
 AE4558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4558'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF CHINA GROVE AND
 AE4558'8.9 MI (14.3 KM) WEST-SOUTHWEST OF SALISBURY. PROCEED ALONG SR 1509
 AE4558'(MILLER ROAD) FOR 3.2 MI (5.1 KM) SOUTH FROM NC 150, THENCE WEST FOR
 AE4558'1.05 MI (1.69 KM) ALONG SR 1535 (WEAVER ROAD) TO SR 1541 (STIREWALT
 AE4558'ROAD) AND THE STATION, ON THE SOUTHEAST SIDE OF THE T-INTERSECTION.
 AE4558'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH GROUND. LOCATED 30.35
 AE4558'FT (9.25 M) SOUTH OF THE CENTERLINE OF SR 1535, 36.7 FT (11.2 M) EAST
 AE4558'OF THE CENTERLINE OF SR 1541, 20.0 FT (6.1 M) SOUTHEAST OF THE EAST
 AE4558'END OF A CULVERT UNDER SR 1541, AND 18.0 FT (5.5 M) NORTH OF A
 AE4558'PEDESTAL (3 A 13).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2618 ***********************************************************************
 FZ2618  DESIGNATION -  13 JS 6
 FZ2618  PID         -  FZ2618
 FZ2618  STATE/COUNTY-  NC/WILKES
 FZ2618  USGS QUAD   -  MORAVIAN FALLS (1966)
 FZ2618
 FZ2618                         *CURRENT SURVEY CONTROL
 FZ2618  ___________________________________________________________________
 FZ2618* NAD 83(2001)-  36 04 12.09448(N)    081 10 39.28301(W)     ADJUSTED  
 FZ2618* NAVD 88     -       379.21   (+/-2cm)    1244.1    (feet)  VERTCON   
 FZ2618  ___________________________________________________________________
 FZ2618  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FZ2618  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 FZ2618  HORZ ORDER  -  SECOND
 FZ2618  VERT ORDER  -  THIRD ? (See Below)
 FZ2618
 FZ2618.The horizontal coordinates were established by classical geodetic methods
 FZ2618.and adjusted by the National Geodetic Survey in August 2005.
 FZ2618
 FZ2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2618.The vertical order pertains to the NGVD 29 superseded value.
 FZ2618
 FZ2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2618
 FZ2618.The geoid height was determined by GEOID03.
 FZ2618
 FZ2618;                    North         East     Units Scale Factor Converg.
 FZ2618;SPC NC       -   259,521.920   413,457.167   MT  0.99997446   -1 15 24.6
 FZ2618;SPC NC       -   851,448.17  1,356,484.06   sFT  0.99997446   -1 15 24.6
 FZ2618;UTM  17      - 3,991,730.023   484,009.415   MT  0.99960315   -0 06 16.4
 FZ2618
 FZ2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2618!SPC NC       -   0.99994565  x   0.99997446  =   0.99992011
 FZ2618!UTM  17      -   0.99994565  x   0.99960315  =   0.99954882
 FZ2618
 FZ2618                          SUPERSEDED SURVEY CONTROL
 FZ2618
 FZ2618  NAD 83(1995)-  36 04 12.09824(N)    081 10 39.28605(W) AD(       ) 2
 FZ2618  NAD 83(1993)-  36 04 12.10087(N)    081 10 39.28882(W) AD(       ) 2
 FZ2618  NAD 83(1986)-  36 04 12.10027(N)    081 10 39.29299(W) AD(       ) 2
 FZ2618  NGVD 29 (06/26/91)  379.37   (m)         1244.6    (f) LEVELING    3  
 FZ2618
 FZ2618.Superseded values are not recommended for survey control.
 FZ2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2618.See file dsdata.txt to determine how the superseded data were derived.
 FZ2618
 FZ2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8400991730(NAD 83)
 FZ2618_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2618_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ2618_STAMPING: 13 JS 6 1961
 FZ2618_MARK LOGO: NCDOT 
 FZ2618_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2618+STABILITY: SURFACE MOTION
 FZ2618
 FZ2618  HISTORY     - Date     Condition        Report By
 FZ2618  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2618
 FZ2618                          STATION DESCRIPTION
 FZ2618
 FZ2618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2618'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF WILKESBORO IN POORES
 FZ2618'KNOB COMMUNITY.
 FZ2618'
 FZ2618'ALONG NC 16 FOR 1.8 MILES SOUTH OF INTERSECTION WITH NC 18, AT
 FZ2618'INTERSECTION WITH SR 1110 (PRICE ROAD), IN SOUTHWEST QUAD.
 FZ2618'
 FZ2618'STATION IS A STANDARD SHC DISK STAMPED---13 JS 6 1961---SET IN TOP
 FZ2618'OF A CONCRETE POST RECESSED BELOW GROUND.  LOCATED
 FZ2618'APPROXIMATELY 500 FEET NORTHWEST OF COMMUNITY BUILDING,
 FZ2618'31 FEET WEST FROM THE CENTERLINE OF NC 16,
 FZ2618'55.2 FEET NORTHEAST FROM THE NORTHEAST CORNER OF WOODEN GARAGE AND
 FZ2618'124 FEET NORTHEAST FROM A TELEPHONE POLE.
 FZ2618'
 FZ2618'NCDOT ELEVATION PUBLISHED (NAVD 1929) 1244.64 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2619 ***********************************************************************
 FZ2619  DESIGNATION -  13 JS 9
 FZ2619  PID         -  FZ2619
 FZ2619  STATE/COUNTY-  NC/WILKES
 FZ2619  USGS QUAD   -  MORAVIAN FALLS (1966)
 FZ2619
 FZ2619                         *CURRENT SURVEY CONTROL
 FZ2619  ___________________________________________________________________
 FZ2619* NAD 83(2001)-  36 06 33.99419(N)    081 10 50.03521(W)     ADJUSTED  
 FZ2619* NAVD 88     -       364.80   (+/-2cm)    1196.8    (feet)  VERTCON   
 FZ2619  ___________________________________________________________________
 FZ2619  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FZ2619  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FZ2619  HORZ ORDER  -  SECOND
 FZ2619  VERT ORDER  -  THIRD ? (See Below)
 FZ2619
 FZ2619.The horizontal coordinates were established by classical geodetic methods
 FZ2619.and adjusted by the National Geodetic Survey in August 2005.
 FZ2619
 FZ2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2619.The vertical order pertains to the NGVD 29 superseded value.
 FZ2619
 FZ2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2619
 FZ2619.The geoid height was determined by GEOID03.
 FZ2619
 FZ2619;                    North         East     Units Scale Factor Converg.
 FZ2619;SPC NC       -   263,900.371   413,284.246   MT  0.99998453   -1 15 30.8
 FZ2619;SPC NC       -   865,813.13  1,355,916.73   sFT  0.99998453   -1 15 30.8
 FZ2619;UTM  17      - 3,996,102.465   483,748.583   MT  0.99960325   -0 06 23.1
 FZ2619
 FZ2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2619!SPC NC       -   0.99994793  x   0.99998453  =   0.99993246
 FZ2619!UTM  17      -   0.99994793  x   0.99960325  =   0.99955120
 FZ2619
 FZ2619                          SUPERSEDED SURVEY CONTROL
 FZ2619
 FZ2619  NAD 83(1995)-  36 06 33.99709(N)    081 10 50.03781(W) AD(       ) 2
 FZ2619  NAD 83(1993)-  36 06 34.00079(N)    081 10 50.04121(W) AD(       ) 2
 FZ2619  NAD 83(1986)-  36 06 33.99566(N)    081 10 50.04409(W) AD(       ) 2
 FZ2619  NGVD 29 (06/26/91)  364.96   (m)         1197.4    (f) LEVELING    3  
 FZ2619
 FZ2619.Superseded values are not recommended for survey control.
 FZ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2619.See file dsdata.txt to determine how the superseded data were derived.
 FZ2619
 FZ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8374996102(NAD 83)
 FZ2619_MARKER: DE = TRAVERSE STATION DISK
 FZ2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2619_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ2619_STAMPING: 13 JS 9 1961
 FZ2619_MARK LOGO: NCDOT 
 FZ2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2619+STABILITY: SURFACE MOTION
 FZ2619
 FZ2619  HISTORY     - Date     Condition        Report By
 FZ2619  HISTORY     - 1981     MONUMENTED       NCGS
 FZ2619
 FZ2619                          STATION DESCRIPTION
 FZ2619
 FZ2619'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ2619'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF WILKESBORO.
 FZ2619'
 FZ2619'ALONG NC 16 AND 18 FOR 1.0 MILE NORTH FROM THEIR INTERSECTION SOUTH
 FZ2619'OF WILKESBORO, AND AT A DRIVEWAY ON WEST SIDE OF HIGHWAY.
 FZ2619'
 FZ2619'THE STATION IS A STANDARD SHC DISK STAMPED---13 JS 9 1961---SET IN
 FZ2619'A CONCRETE POST PROJECTING 3 INCHES.  LOCATED
 FZ2619'29.0 FEET NORTHWEST FROM THE CENTERLINE OF HIGHWAY,
 FZ2619'42.2 FEET SOUTH FROM A TELEPHONE POLE,
 FZ2619'255 FEET EAST-SOUTHEAST FROM THE EAST CORNER OF A BARN, AND
 FZ2619'2.0 FEET EAST FROM THE CORNER OF A BARBED WIRE FENCE.
 FZ2619'
 FZ2619'NCDOT ELEVATION (NAVD 1929) 1197.37 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4849 ***********************************************************************
 FA4849  DESIGNATION -  13 JWG
 FA4849  PID         -  FA4849
 FA4849  STATE/COUNTY-  NC/LINCOLN
 FA4849  USGS QUAD   -  CHERRYVILLE (1973)
 FA4849
 FA4849                         *CURRENT SURVEY CONTROL
 FA4849  ___________________________________________________________________
 FA4849* NAD 83(2001)-  35 29 05.90911(N)    081 23 16.95322(W)     NO CHECK  
 FA4849* NAVD 88     -       301.90   (+/-2cm)     990.5    (feet)  VERTCON   
 FA4849  ___________________________________________________________________
 FA4849  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 FA4849  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA4849  HORZ ORDER  -  SECOND
 FA4849  VERT ORDER  -  THIRD (See Below)
 FA4849
 FA4849.The horizontal coordinates were established by classical geodetic methods
 FA4849.and adjusted by the National Geodetic Survey in August 2005.
 FA4849.No horizontal observational check was made to the station.
 FA4849
 FA4849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4849.The vertical order pertains to the NGVD 29 superseded value.
 FA4849
 FA4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4849
 FA4849.The geoid height was determined by GEOID03.
 FA4849
 FA4849;                    North         East     Units Scale Factor Converg.
 FA4849;SPC NC       -   195,067.581   392,941.951   MT  0.99988085   -1 22 41.9
 FA4849;SPC NC       -   639,984.22  1,289,177.05   sFT  0.99988085   -1 22 41.9
 FA4849;UTM  17      - 3,926,896.271   464,800.576   MT  0.99961527   -0 13 30.9
 FA4849
 FA4849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4849!SPC NC       -   0.99995761  x   0.99988085  =   0.99983847
 FA4849!UTM  17      -   0.99995761  x   0.99961527  =   0.99957290
 FA4849
 FA4849                          SUPERSEDED SURVEY CONTROL
 FA4849
 FA4849  NAD 83(1986)-  35 29 05.91922(N)    081 23 16.95575(W) AD(       ) 2
 FA4849  NGVD 29 (09/01/92)  302.12   (m)          991.2    (f) LEVELING    3  
 FA4849
 FA4849.Superseded values are not recommended for survey control.
 FA4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4849.See file dsdata.txt to determine how the superseded data were derived.
 FA4849
 FA4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6480126896(NAD 83)
 FA4849_MARKER: DD = SURVEY DISK
 FA4849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4849_SP_SET: CONCRETE WALK
 FA4849_STAMPING: 13 JWG 1973
 FA4849_MARK LOGO: USGS  
 FA4849_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA4849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4849
 FA4849  HISTORY     - Date     Condition        Report By
 FA4849  HISTORY     - 1973     MONUMENTED       USGS
 FA4849  HISTORY     - 19830615 GOOD             NCGS
 FA4849  HISTORY     - 20010803 MARK NOT FOUND   USPSQD
 FA4849
 FA4849                          STATION DESCRIPTION
 FA4849
 FA4849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4849'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) EAST-SOUTHEAST OF HULLS
 FA4849'CROSSROADS AND 7.52 MI (12.10 KM) WEST OF LINCOLNTON.
 FA4849'AT THE WEST LINCOLN HIGH SCHOOL, 0.15 MI (0.24 KM) SOUTH OF THE
 FA4849'INTERSECTION OF NC 27 AND SR 1002, IN A CONCRETE WALKWAY.
 FA4849'MARK IS 2.5 FEET LOWER THAN A T-DRIVE TO THE SOUTHWEST.  LOCATED 123
 FA4849'FT (37.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 130.0 FT
 FA4849'(39.6 M) WEST OF THE CENTERLINE OF THE T-DRIVE, 2.5 FT (0.8 M)
 FA4849'NORTHWEST OF THE SOUTHEAST EDGE OF THE SIDEWALK, AND 0.8 FT (0.2 M)
 FA4849'SOUTHWEST OF THE NORTHEAST EDGE OF THE SIDEWALK.
 FA4849
 FA4849                          STATION RECOVERY (2001)
 FA4849
 FA4849'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4849'SEARCHED SIDEWALK SE OF WEST LINCOLN HIGH SCHOOL.  WALKWAY SEEMS TO BE
 FA4849'NEW AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2309 ***********************************************************************
 FY2309  DESIGNATION -  13 MAX
 FY2309  PID         -  FY2309
 FY2309  STATE/COUNTY-  NC/CASWELL
 FY2309  USGS QUAD   -  PARK SPRING (1994)
 FY2309
 FY2309                         *CURRENT SURVEY CONTROL
 FY2309  ___________________________________________________________________
 FY2309* NAD 83(1986)-  36 24 33.     (N)    079 22 53.     (W)     SCALED    
 FY2309* NAVD 88     -       201.524  (meters)     661.17   (feet)  ADJUSTED  
 FY2309  ___________________________________________________________________
 FY2309  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FY2309  DYNAMIC HT  -         201.359 (meters)     660.63  (feet)  COMP
 FY2309  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 FY2309
 FY2309  VERT ORDER  -  FIRST     CLASS II
 FY2309
 FY2309.The horizontal coordinates were scaled from a topographic map and have
 FY2309.an estimated accuracy of +/- 6 seconds.
 FY2309
 FY2309.The orthometric height was determined by differential leveling
 FY2309.and adjusted in June 1991.
 FY2309
 FY2309.The geoid height was determined by GEOID03.
 FY2309
 FY2309.The dynamic height is computed by dividing the NAVD 88
 FY2309.geopotential number by the normal gravity value computed on the
 FY2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2309.degrees latitude (g = 980.6199 gals.).
 FY2309
 FY2309.The modeled gravity was interpolated from observed gravity values.
 FY2309
 FY2309;                    North         East    Units  Estimated Accuracy
 FY2309;SPC NC       -   295,070.      575,390.      MT  (+/- 180 meters Scaled)
 FY2309
 FY2309                          SUPERSEDED SURVEY CONTROL
 FY2309
 FY2309  NGVD 29 (03/05/92)  201.747  (m)          661.90   (f) ADJUSTED    1 2
 FY2309
 FY2309.Superseded values are not recommended for survey control.
 FY2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2309.See file dsdata.txt to determine how the superseded data were derived.
 FY2309
 FY2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA451305(NAD 83)
 FY2309_MARKER: DB = BENCH MARK DISK
 FY2309_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FY2309+WITH SETTING: PAVEMENT
 FY2309_SP_SET: STEP LANDING
 FY2309_STAMPING: 13 MAX 1969 662
 FY2309_MARK LOGO: USGS  
 FY2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2309+STABILITY: SURFACE MOTION
 FY2309
 FY2309  HISTORY     - Date     Condition        Report By
 FY2309  HISTORY     - 1969     MONUMENTED       USGS
 FY2309  HISTORY     - 1982     GOOD             NCGS
 FY2309
 FY2309                          STATION DESCRIPTION
 FY2309
 FY2309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2309'3.2 MI WEST FROM YANCEYVILLE.
 FY2309'ALONG US 158, 1.9 MILES WEST OF THE INTERSECTION WITH NC 86 NORTHWEST
 FY2309'OF YANCEYVILLE, AT INTERSECTION WITH SR 1124, AND IN OLD CONCRETE
 FY2309'STEP LANDING ON SOUTH SIDE OF NEW FRONT ENTRANCE TO PROSPECT METHODIST
 FY2309'CHURCH, 11.8 FEET WEST OF SOUTHEAST CORNER OF CHURCH PORCH, 66.0 FEET
 FY2309'NORTHEAST OF SOUTHEAST CORNER OF CHURCH SCHOOL WING, AND 23.5 FEET
 FY2309'NORTH-NORTHWEST OF 30 INCH OAK.
 FY2309'THE MARK IS 4 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2687 ***********************************************************************
 FX2687  DESIGNATION -  13 MEA
 FX2687  PID         -  FX2687
 FX2687  STATE/COUNTY-  NC/PASQUOTANK
 FX2687  USGS QUAD   -  LYNCHS CORNER (1982)
 FX2687
 FX2687                         *CURRENT SURVEY CONTROL
 FX2687  ___________________________________________________________________
 FX2687* NAD 83(2001)-  36 25 54.03254(N)    076 27 00.39646(W)     NO CHECK  
 FX2687* NAVD 88     -         5.509  (meters)      18.07   (feet)  ADJUSTED  
 FX2687  ___________________________________________________________________
 FX2687  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 FX2687  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 FX2687  DYNAMIC HT  -           5.505 (meters)      18.06  (feet)  COMP
 FX2687  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 FX2687
 FX2687  HORZ ORDER  -  SECOND
 FX2687  VERT ORDER  -  SECOND    CLASS II
 FX2687
 FX2687.The horizontal coordinates were established by classical geodetic methods
 FX2687.and adjusted by the National Geodetic Survey in August 2005.
 FX2687.No horizontal observational check was made to the station.
 FX2687
 FX2687.The orthometric height was determined by differential leveling
 FX2687.and adjusted in June 1991.
 FX2687
 FX2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2687
 FX2687.The geoid height was determined by GEOID03.
 FX2687
 FX2687.The dynamic height is computed by dividing the NAVD 88
 FX2687.geopotential number by the normal gravity value computed on the
 FX2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2687.degrees latitude (g = 980.6199 gals.).
 FX2687
 FX2687.The modeled gravity was interpolated from observed gravity values.
 FX2687
 FX2687;                    North         East     Units Scale Factor Converg.
 FX2687;SPC NC       -   300,438.194   838,243.437   MT  1.00008475   +1 28 18.2
 FX2687;SPC NC       -   985,687.64  2,750,137.01   sFT  1.00008475   +1 28 18.2
 FX2687;UTM  18      - 4,032,806.286   370,016.875   MT  0.99980817   -0 51 40.6
 FX2687
 FX2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2687!SPC NC       -   1.00000489  x   1.00008475  =   1.00008964
 FX2687!UTM  18      -   1.00000489  x   0.99980817  =   0.99981306
 FX2687
 FX2687                          SUPERSEDED SURVEY CONTROL
 FX2687
 FX2687  NAD 83(1993)-  36 25 54.03746(N)    076 27 00.40116(W) AD(       ) 2
 FX2687  NAD 83(1986)-  36 25 54.04260(N)    076 27 00.42131(W) AD(       ) 2
 FX2687  NGVD 29 (01/18/91)    5.82   (m)           19.1    (f) LEVELING    3  
 FX2687
 FX2687.Superseded values are not recommended for survey control.
 FX2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2687.See file dsdata.txt to determine how the superseded data were derived.
 FX2687
 FX2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7001732806(NAD 83)
 FX2687_MARKER: DB = BENCH MARK DISK
 FX2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2687_SP_SET: CONCRETE POST
 FX2687_STAMPING: 13 MEA 1976
 FX2687_MARK LOGO: USGS  
 FX2687_PROJECTION: FLUSH
 FX2687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2687+STABILITY: SURFACE MOTION
 FX2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2687+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001
 FX2687
 FX2687  HISTORY     - Date     Condition        Report By
 FX2687  HISTORY     - 1976     MONUMENTED       USGS
 FX2687  HISTORY     - 1980     GOOD             NCGS
 FX2687  HISTORY     - 1987     GOOD             USPSQD
 FX2687  HISTORY     - 1987     GOOD             USPSQD
 FX2687  HISTORY     - 20011206 GOOD             NCGS
 FX2687  HISTORY     - 20060916 GOOD             USPSQD
 FX2687
 FX2687                          STATION DESCRIPTION
 FX2687
 FX2687'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2687'5.7 MI WEST FROM MORGANS CORNER.
 FX2687'5.95 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. 17
 FX2687'AT MORGANS CORNER, IN NORTHWEST QUADRANT OF INTERSECTION WITH SR 1367.
 FX2687'32.9 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 50.6 FEET NORTHWEST OF
 FX2687'CENTERLINE OF ROAD, 3.6 FEET NORTHWEST OF TELEPHONE PEDESTAL AND
 FX2687'2.4 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG.
 FX2687'THE MARK IS 0.8 FT  SE FROM A WITNESS POST.
 FX2687'THE MARK IS 2 FT BELOW HIGHWAY.
 FX2687
 FX2687                          STATION RECOVERY (1987)
 FX2687
 FX2687'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2687'RECOVERED IN GOOD CONDITION.
 FX2687
 FX2687                          STATION RECOVERY (1987)
 FX2687
 FX2687'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FX2687'RECOVERED IN GOOD CONDITION.
 FX2687
 FX2687                          STATION RECOVERY (2001)
 FX2687
 FX2687'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2687'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 FX2687'LOCATED 32.9 FT (10.0 M) NORTHEAST OF CENTERLINE OF US 158, 50.6 FT
 FX2687'(15.4 M) NORTHWEST OF THE CENTERLINE OF SR 1367 (TADMORE RD) AND 4.3
 FX2687'FT (1.3 M) NORTHWEST OF TELEPHONE PEDESTAL (158R138N).
 FX2687'REFERENCED POWER POLE WITH REFERENCE TAG IS GONE.
 FX2687
 FX2687                          STATION RECOVERY (2006)
 FX2687
 FX2687'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2687'MARK LOCATED AT LAT N 36 DEGREES 25.901 MINUTES AND LON W 76 DEGREES
 FX2687'27.003 MINUTES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9808 ***********************************************************************
 AG9808  DESIGNATION -  13 RLB
 AG9808  PID         -  AG9808
 AG9808  STATE/COUNTY-  NC/SCOTLAND
 AG9808  USGS QUAD   -  MARSTON (1982)
 AG9808
 AG9808                         *CURRENT SURVEY CONTROL
 AG9808  ___________________________________________________________________
 AG9808* NAD 83(1986)-  34 52 57.     (N)    079 33 50.     (W)     SCALED    
 AG9808* NAVD 88     -       101.67   (meters)     333.6    (feet)  LEVELING  
 AG9808  ___________________________________________________________________
 AG9808  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AG9808  VERT ORDER  -  THIRD
 AG9808
 AG9808.The horizontal coordinates were scaled from a topographic map and have
 AG9808.an estimated accuracy of +/- 6 seconds.
 AG9808
 AG9808.The orthometric height was determined by differential leveling.
 AG9808.The vertical network tie was performed by a horz. field party for horz.
 AG9808.obs reductions. Reset procedures were used to establish the elevation.
 AG9808
 AG9808.The geoid height was determined by GEOID03.
 AG9808
 AG9808;                    North         East    Units  Estimated Accuracy
 AG9808;SPC NC       -   125,780.      558,060.      MT  (+/- 180 meters Scaled)
 AG9808
 AG9808                          SUPERSEDED SURVEY CONTROL
 AG9808
 AG9808.No superseded survey control is available for this station.
 AG9808
 AG9808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU312609(NAD 83)
 AG9808_MARKER: DB = BENCH MARK DISK
 AG9808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9808_STAMPING: 13 RLB 1949 334
 AG9808_MARK LOGO: USGS  
 AG9808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9808+STABILITY: SURFACE MOTION
 AG9808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9808+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 AG9808
 AG9808  HISTORY     - Date     Condition        Report By
 AG9808  HISTORY     - 1949     MONUMENTED       USGS
 AG9808  HISTORY     - 19930927 GOOD             NCGS
 AG9808
 AG9808                          STATION DESCRIPTION
 AG9808
 AG9808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9808'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTH-NORTHEAST OF OLD
 AG9808'HUNDRED AND 9.4 MI (15.1 KM) NORTHWEST OF LAURINBURG. PROCEED ALONG NC
 AG9808'177 FOR 1.45 MI (2.33 KM) SOUTH FROM US 1, THENCE SOUTH-SOUTHEAST FOR
 AG9808'4.15 MI (6.68 KM) ALONG SR 1605 (COGNAC ROAD) TO THE RICHMOND/SCOTLAND
 AG9808'COUNTY LINE. CONTINUE SOUTH-SOUTHEAST FOR 1.4 MI (2.3 KM) ALONG SR
 AG9808'1339 (CRAWFORD LAKE ROAD) TO SR 1340 (CURRIE ROAD) AND THE STATION, IN
 AG9808'THE NORTHEAST QUAD. MARK PROJECTS 3 INCHES ABOVE GROUND. LOCATED 31.0
 AG9808'FT (9.4 M) NORTH OF THE CENTERLINE OF SR 1340, AND 28.0 FT (8.5 M)
 AG9808'EAST OF THE CENTERLINE OF SR 1339.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2190 ***********************************************************************
 AI2190  DESIGNATION -  13 WSM
 AI2190  PID         -  AI2190
 AI2190  STATE/COUNTY-  NC/RICHMOND
 AI2190  USGS QUAD   -  HOFFMAN (1982)
 AI2190
 AI2190                         *CURRENT SURVEY CONTROL
 AI2190  ___________________________________________________________________
 AI2190* NAD 83(1986)-  35 06 21.     (N)    079 36 17.     (W)     SCALED    
 AI2190* NAVD 88     -       140.176  (meters)     459.89   (feet)  ADJUSTED  
 AI2190  ___________________________________________________________________
 AI2190  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AI2190  DYNAMIC HT  -         140.049 (meters)     459.48  (feet)  COMP
 AI2190  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 AI2190
 AI2190  VERT ORDER  -  SECOND    CLASS II
 AI2190
 AI2190.The horizontal coordinates were scaled from a topographic map and have
 AI2190.an estimated accuracy of +/- 6 seconds.
 AI2190
 AI2190.The orthometric height was determined by differential leveling
 AI2190.and adjusted in August 2000.
 AI2190
 AI2190.The geoid height was determined by GEOID03.
 AI2190
 AI2190.The dynamic height is computed by dividing the NAVD 88
 AI2190.geopotential number by the normal gravity value computed on the
 AI2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2190.degrees latitude (g = 980.6199 gals.).
 AI2190
 AI2190.The modeled gravity was interpolated from observed gravity values.
 AI2190
 AI2190;                    North         East    Units  Estimated Accuracy
 AI2190;SPC NC       -   150,570.      554,480.      MT  (+/- 180 meters Scaled)
 AI2190
 AI2190                          SUPERSEDED SURVEY CONTROL
 AI2190
 AI2190.No superseded survey control is available for this station.
 AI2190
 AI2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU271856(NAD 83)
 AI2190_MARKER: DB = BENCH MARK DISK
 AI2190_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI2190_STAMPING: 13 WSM 1949
 AI2190_MARK LOGO: USGS  
 AI2190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2190
 AI2190  HISTORY     - Date     Condition        Report By
 AI2190  HISTORY     - 1949     MONUMENTED       USGS
 AI2190  HISTORY     - 19981119 GOOD             NCGS
 AI2190
 AI2190                          STATION DESCRIPTION
 AI2190
 AI2190'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AI2190'STATION IS LOCATED 3.2 MI (5.1 KM) SOUTHEAST OF DERBY AND 6.0 MI (9.7
 AI2190'KM) NORTHWEST OF HOFFMAN. ALONG SR 1003 (DERBY RD) SOUTHEAST FROM NC
 AI2190'73, AT SR 1472 (MCBRIDE RD) , IN THE SOUTHEAST QUAD. MARK IS 3-FT
 AI2190'HIGHER THAN SR 1003 AND FLUSH WITH GROUND. LOCATED 101.0 FT (30.8 M)
 AI2190'EAST OF THE CENTERLINE OF SR 1003, 107.0 FT (32.6 M) SOUTH-SOUTHEAST
 AI2190'OF THE CENTERLINE OF SR 1472, 69.9 FT (21.3 M) EAST-NORTHEAST OF A
 AI2190'POWER POLE, 81.3 FT (24.8 M) EAST-SOUTHEAST OF ANOTHER POWER
 AI2190'POLE--BOTH WITH A REFERENCE TAG--AND, 1.0 FT (0.3 M) SOUTH OF AN OLD
 AI2190'POWER POLE THAT HAS BEEN CUT OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5672 ***********************************************************************
 DG5672  DESIGNATION -  131 JAS
 DG5672  PID         -  DG5672
 DG5672  STATE/COUNTY-  NC/MECKLENBURG
 DG5672  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 DG5672
 DG5672                         *CURRENT SURVEY CONTROL
 DG5672  ___________________________________________________________________
 DG5672* NAD 83(1986)-  35 16 37.     (N)    080 58 03.     (W)     SCALED    
 DG5672* NAVD 88     -       233.088  (meters)     764.72   (feet)  ADJUSTED  
 DG5672  ___________________________________________________________________
 DG5672  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DG5672  DYNAMIC HT  -         232.876 (meters)     764.03  (feet)  COMP
 DG5672  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 DG5672
 DG5672  VERT ORDER  -  SECOND    CLASS II
 DG5672
 DG5672.The horizontal coordinates were scaled from a topographic map and have
 DG5672.an estimated accuracy of +/- 6 seconds.
 DG5672
 DG5672.The orthometric height was determined by differential leveling
 DG5672.and adjusted in December 2004.
 DG5672.No vertical observational check was made to the station.
 DG5672
 DG5672.The geoid height was determined by GEOID03.
 DG5672
 DG5672.The dynamic height is computed by dividing the NAVD 88
 DG5672.geopotential number by the normal gravity value computed on the
 DG5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5672.degrees latitude (g = 980.6199 gals.).
 DG5672
 DG5672.The modeled gravity was interpolated from observed gravity values.
 DG5672
 DG5672;                    North         East    Units  Estimated Accuracy
 DG5672;SPC NC       -   171,160.      430,630.      MT  (+/- 180 meters Scaled)
 DG5672
 DG5672                          SUPERSEDED SURVEY CONTROL
 DG5672
 DG5672.No superseded survey control is available for this station.
 DG5672
 DG5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV029037(NAD 83)
 DG5672_MARKER: DB = BENCH MARK DISK
 DG5672_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5672_STAMPING: 131 JAS 1966 766
 DG5672_MARK LOGO: USGS  
 DG5672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5672+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 DG5672
 DG5672  HISTORY     - Date     Condition        Report By
 DG5672  HISTORY     - 1966     MONUMENTED       USGS
 DG5672  HISTORY     - 19990421 GOOD             NCGS
 DG5672
 DG5672                          STATION DESCRIPTION
 DG5672
 DG5672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 DG5672'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF CHARLOTTE.
 DG5672'PROCEED ALONG SAM WILSON ROAD FOR 1.1 MI (1.8 KM) NORTH FROM I-85
 DG5672'(EXIT 29) , THENCE NORTHEAST FOR 0.7 MI (1.1 KM) ALONG MOORES CHAPEL
 DG5672'ROAD, ON SOUTHEAST SIDE OF THE ROAD, OR 0.2 MI (0.3 KM) SOUTHWEST FROM
 DG5672'RHYNE ROAD. MARK IS ABOUT LEVEL WITH MOORES CHAPEL ROAD AND IS FLUSH
 DG5672'WITH GROUND.  LOCATED 19.0 FT (5.8 M) SOUTHEAST OF THE CENTERLINE OF
 DG5672'MOORES CHAPEL ROAD, 20.0 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF
 DG5672'DILLING FARM ROAD, 0.7 FT (21.3 CM) NORTH OF METAL WITNESS POST, AND
 DG5672'112.6 FT (34.3 M) EAST OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9408 ***********************************************************************
 DE9408  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9408  DESIGNATION -  131E 200
 DE9408  PID         -  DE9408
 DE9408  STATE/COUNTY-  NC/GUILFORD
 DE9408  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9408
 DE9408                         *CURRENT SURVEY CONTROL
 DE9408  ___________________________________________________________________
 DE9408* NAD 83(2007)-  36 07 31.45312(N)    079 43 20.26531(W)     ADJUSTED  
 DE9408* NAVD 88     -       234.31   (meters)     768.7    (feet)  GPS OBS   
 DE9408  ___________________________________________________________________
 DE9408  EPOCH DATE  -        2002.00
 DE9408  X           -     920,281.915 (meters)                     COMP
 DE9408  Y           -  -5,075,209.862 (meters)                     COMP
 DE9408  Z           -   3,739,559.982 (meters)                     COMP
 DE9408  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 DE9408  ELLIP HEIGHT-         203.457 (meters)          (02/10/07) ADJUSTED
 DE9408  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DE9408
 DE9408  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9408  Type    PID    Designation                      North   East  Ellip
 DE9408  -------------------------------------------------------------------
 DE9408  NETWORK DE9408 131E 200                          1.82   1.31   2.39
 DE9408  -------------------------------------------------------------------
 DE9408
 DE9408.The horizontal coordinates were established by GPS observations
 DE9408.and adjusted by the National Geodetic Survey in February 2007.
 DE9408
 DE9408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9408.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9408.The horizontal coordinates are valid at the epoch date displayed above.
 DE9408.The epoch date for horizontal control is a decimal equivalence
 DE9408.of Year/Month/Day.
 DE9408
 DE9408.The orthometric height was determined by GPS observations and a
 DE9408.high-resolution geoid model.
 DE9408.The orthometric height was determined by GPS observations and a
 DE9408.high-resolution geoid model using precise GPS observation and
 DE9408.processing techniques.
 DE9408
 DE9408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9408
 DE9408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9408
 DE9408.The ellipsoidal height was determined by GPS observations
 DE9408.and is referenced to NAD 83.
 DE9408
 DE9408.The geoid height was determined by GEOID03.
 DE9408
 DE9408;                    North         East     Units Scale Factor Converg.
 DE9408;SPC NC       -   263,751.692   544,580.924   MT  0.99998875   -0 25 00.8
 DE9408;SPC NC       -   865,325.34  1,786,679.25   sFT  0.99998875   -0 25 00.8
 DE9408;UTM  17      - 3,998,613.578   614,976.770   MT  0.99976289   +0 45 12.1
 DE9408
 DE9408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9408!SPC NC       -   0.99996807  x   0.99998875  =   0.99995682
 DE9408!UTM  17      -   0.99996807  x   0.99976289  =   0.99973097
 DE9408
 DE9408                          SUPERSEDED SURVEY CONTROL
 DE9408
 DE9408  NAD 83(2001)-  36 07 31.45354(N)    079 43 20.26501(W) AD(       ) 1
 DE9408  ELLIP H (03/13/03)  203.453  (m)                       GP(       ) 4 2
 DE9408  NAD 83(1986)-  36 07 31.45947(N)    079 43 20.27179(W) AD(       ) 1
 DE9408
 DE9408.Superseded values are not recommended for survey control.
 DE9408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9408.See file dsdata.txt to determine how the superseded data were derived.
 DE9408
 DE9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1497798614(NAD 83)
 DE9408_MARKER: DD = SURVEY DISK
 DE9408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9408_STAMPING: 131E200 1999
 DE9408_MARK LOGO: NC1940
 DE9408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9408+STABILITY: SURFACE MOTION
 DE9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9408+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9408
 DE9408  HISTORY     - Date     Condition        Report By
 DE9408  HISTORY     - 1999     MONUMENTED       NC1940
 DE9408
 DE9408                          STATION DESCRIPTION
 DE9408
 DE9408'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9408'STATION IS ABOUT 5.3 MI (8.5 KM) NORTHEAST OF THE DOWNTOWN GREENSBORO
 DE9408'GOVERNMENT PLAZA, ALONG HINES CHAPEL ROAD.
 DE9408'TO REACH STATION FROM THE INTERSECTION OF US 29 AND MCKNIGHT MILL ROAD
 DE9408'PROCEED NORTHEAST ALONG MCKNIGHT MILL ROAD FOR 1.3 MI (2.1 KM)
 DE9408'NORTHEAST, THENCE EAST ALONG HINES CHAPEL ROAD FOR 0.65 MI (1.05 KM)
 DE9408'TO STATION ON NORTH SIDE OF ROAD, NEAR HOUSE NUMBER 3207.
 DE9408'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 3-INCHES
 DE9408'BELOW THE GROUND. LOCATED 15.6 FT (4.8 M) NORTH OF THE CENTERLINE OF
 DE9408'HINES CHAPEL ROAD, 12.5 FT (3.8 M) WEST OF CENTERLINE OF GRAVEL
 DE9408'DRIVEWAY, AND 17.4 FT (5.3 M) SOUTHEAST OF HOUSE NUMBER 3207 SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9409 ***********************************************************************
 DE9409  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9409  DESIGNATION -  131W 200
 DE9409  PID         -  DE9409
 DE9409  STATE/COUNTY-  NC/GUILFORD
 DE9409  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9409
 DE9409                         *CURRENT SURVEY CONTROL
 DE9409  ___________________________________________________________________
 DE9409* NAD 83(2007)-  36 07 33.28862(N)    079 43 46.44320(W)     ADJUSTED  
 DE9409* NAVD 88     -       238.97   (meters)     784.0    (feet)  GPS OBS   
 DE9409  ___________________________________________________________________
 DE9409  EPOCH DATE  -        2002.00
 DE9409  X           -     919,632.513 (meters)                     COMP
 DE9409  Y           -  -5,075,297.482 (meters)                     COMP
 DE9409  Z           -   3,739,608.414 (meters)                     COMP
 DE9409  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DE9409  ELLIP HEIGHT-         208.093 (meters)          (02/10/07) ADJUSTED
 DE9409  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DE9409
 DE9409  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9409  Type    PID    Designation                      North   East  Ellip
 DE9409  -------------------------------------------------------------------
 DE9409  NETWORK DE9409 131W 200                          1.94   1.41   2.53
 DE9409  -------------------------------------------------------------------
 DE9409
 DE9409.The horizontal coordinates were established by GPS observations
 DE9409.and adjusted by the National Geodetic Survey in February 2007.
 DE9409
 DE9409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9409.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9409.The horizontal coordinates are valid at the epoch date displayed above.
 DE9409.The epoch date for horizontal control is a decimal equivalence
 DE9409.of Year/Month/Day.
 DE9409
 DE9409.The orthometric height was determined by GPS observations and a
 DE9409.high-resolution geoid model.
 DE9409.The orthometric height was determined by GPS observations and a
 DE9409.high-resolution geoid model using precise GPS observation and
 DE9409.processing techniques.
 DE9409
 DE9409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9409
 DE9409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9409
 DE9409.The ellipsoidal height was determined by GPS observations
 DE9409.and is referenced to NAD 83.
 DE9409
 DE9409.The geoid height was determined by GEOID03.
 DE9409
 DE9409;                    North         East     Units Scale Factor Converg.
 DE9409;SPC NC       -   263,813.051   543,926.767   MT  0.99998888   -0 25 15.9
 DE9409;SPC NC       -   865,526.65  1,784,533.07   sFT  0.99998888   -0 25 15.9
 DE9409;UTM  17      - 3,998,661.554   614,321.645   MT  0.99976103   +0 44 56.7
 DE9409
 DE9409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9409!SPC NC       -   0.99996734  x   0.99998888  =   0.99995622
 DE9409!UTM  17      -   0.99996734  x   0.99976103  =   0.99972838
 DE9409
 DE9409                          SUPERSEDED SURVEY CONTROL
 DE9409
 DE9409  NAD 83(2001)-  36 07 33.28906(N)    079 43 46.44290(W) AD(       ) 1
 DE9409  ELLIP H (03/13/03)  208.087  (m)                       GP(       ) 4 2
 DE9409  NAD 83(1986)-  36 07 33.29506(N)    079 43 46.44973(W) AD(       ) 1
 DE9409
 DE9409.Superseded values are not recommended for survey control.
 DE9409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9409.See file dsdata.txt to determine how the superseded data were derived.
 DE9409
 DE9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1432298662(NAD 83)
 DE9409_MARKER: DD = SURVEY DISK
 DE9409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9409_STAMPING: 131W200 1999
 DE9409_MARK LOGO: NC1940
 DE9409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9409+STABILITY: SURFACE MOTION
 DE9409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9409+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9409
 DE9409  HISTORY     - Date     Condition        Report By
 DE9409  HISTORY     - 1999     MONUMENTED       NC1940
 DE9409
 DE9409                          STATION DESCRIPTION
 DE9409
 DE9409'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9409'STATION IS ABOUT 5.1 MI (8.2 KM) NORTHEAST OF THE DOWNTOWN GREENSBORO
 DE9409'GOVERNMENT PLAZA, ALONG HINES CHAPEL ROAD.
 DE9409'TO REACH STATION FROM THE INTERSECTION OF US 29 AND MCKNIGHT MILL ROAD
 DE9409'PROCEED NORTHEAST ALONG MCKNIGHT MILL ROAD FOR 1.3 MI (2.1 KM)
 DE9409'NORTHEAST, THENCE EAST ALONG HINES CHAPEL ROAD FOR 0.25 MI (0.40 KM)
 DE9409'TO STATION ON NORTH SIDE OF ROAD, OPPOSITE HOUSE NUMBER 3138.
 DE9409'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF ROAD AND FLUSH WITH
 DE9409'THE GROUND. LOCATED 17.2 FT (5.2 M) NORTH OF THE CENTERLINE OF HINES
 DE9409'CHAPEL ROAD, 123.0 FT (37.5 M) EAST-SOUTHEAST OF A POWER POLE (A66-4)
 DE9409'BY FIBER-OPTIC CABLE POST, 41.3 FT (12.6 M) NORTHEAST OF MAILBOX 3138
 DE9409'(ON SOUTH SIDE OF ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1673 ***********************************************************************
 FB1673  DESIGNATION -  1327.5
 FB1673  PID         -  FB1673
 FB1673  STATE/COUNTY-  NC/SWAIN
 FB1673  USGS QUAD   -  FONTANA DAM (1978)
 FB1673
 FB1673                         *CURRENT SURVEY CONTROL
 FB1673  ___________________________________________________________________
 FB1673* NAD 83(1986)-  35 27 15.     (N)    083 50 42.     (W)     SCALED    
 FB1673* NAVD 88     -       404.682  (meters)    1327.69   (feet)  ADJUSTED  
 FB1673  ___________________________________________________________________
 FB1673  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 FB1673  DYNAMIC HT  -         404.273 (meters)    1326.35  (feet)  COMP
 FB1673  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 FB1673
 FB1673  VERT ORDER  -  FIRST     CLASS II
 FB1673
 FB1673.The horizontal coordinates were scaled from a topographic map and have
 FB1673.an estimated accuracy of +/- 6 seconds.
 FB1673
 FB1673.The orthometric height was determined by differential leveling
 FB1673.and adjusted in June 1991.
 FB1673
 FB1673.The geoid height was determined by GEOID03.
 FB1673
 FB1673.The dynamic height is computed by dividing the NAVD 88
 FB1673.geopotential number by the normal gravity value computed on the
 FB1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1673.degrees latitude (g = 980.6199 gals.).
 FB1673
 FB1673.The modeled gravity was interpolated from observed gravity values.
 FB1673
 FB1673;                    North         East    Units  Estimated Accuracy
 FB1673;SPC NC       -   199,770.      170,000.      MT  (+/- 180 meters Scaled)
 FB1673
 FB1673                          SUPERSEDED SURVEY CONTROL
 FB1673
 FB1673  NGVD 29 (??/??/92)  404.767  (m)         1327.97   (f) ADJ UNCH    1 2
 FB1673
 FB1673.Superseded values are not recommended for survey control.
 FB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1673.See file dsdata.txt to determine how the superseded data were derived.
 FB1673
 FB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV417271(NAD 83)
 FB1673_MARKER: X = CHISELED CROSS
 FB1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1673_SP_SET: CULVERT
 FB1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1673
 FB1673  HISTORY     - Date     Condition        Report By
 FB1673  HISTORY     - UNK      MONUMENTED       USGS
 FB1673  HISTORY     - 1934     GOOD             NGS
 FB1673
 FB1673                          STATION DESCRIPTION
 FB1673
 FB1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1673'4.4 MI W FROM FONTANA.
 FB1673'4.4 MILES WEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY 288,
 FB1673'6.6 MILES EAST OF THE NORTH CAROLINA-TENNESSEE STATE LINE,
 FB1673'150 FEET NORTH OF THE NORTH BANK OF LITTLE TENNESSEE RIVER,
 FB1673'AT A CONCRETE CULVERT, ON THE TOP OF THE NORTHWEST CORNER OF THE
 FB1673'COPING OF THE SOUTH HEADWALL, 8 FEET SOUTH OF THE CENTERLINE
 FB1673'OF THE HIGHWAY, AND 1 1/2 FEET HIGHER THAN THE HIGHWAY.  A
 FB1673'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2387 ***********************************************************************
 AI2387  DESIGNATION -  133
 AI2387  PID         -  AI2387
 AI2387  STATE/COUNTY-  NC/GUILFORD
 AI2387  USGS QUAD   -  GREENSBORO (1994)
 AI2387
 AI2387                         *CURRENT SURVEY CONTROL
 AI2387  ___________________________________________________________________
 AI2387* NAD 83(1986)-  36 05 16.     (N)    079 47 48.     (W)     SCALED    
 AI2387* NAVD 88     -       225.759  (meters)     740.68   (feet)  ADJUSTED  
 AI2387  ___________________________________________________________________
 AI2387  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AI2387  DYNAMIC HT  -         225.571 (meters)     740.06  (feet)  COMP
 AI2387  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 AI2387
 AI2387  VERT ORDER  -  SECOND    CLASS II
 AI2387
 AI2387.The horizontal coordinates were scaled from a topographic map and have
 AI2387.an estimated accuracy of +/- 6 seconds.
 AI2387
 AI2387.The orthometric height was determined by differential leveling
 AI2387.and adjusted in May 2001.
 AI2387
 AI2387.The geoid height was determined by GEOID03.
 AI2387
 AI2387.The dynamic height is computed by dividing the NAVD 88
 AI2387.geopotential number by the normal gravity value computed on the
 AI2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2387.degrees latitude (g = 980.6199 gals.).
 AI2387
 AI2387.The modeled gravity was interpolated from observed gravity values.
 AI2387
 AI2387;                    North         East    Units  Estimated Accuracy
 AI2387;SPC NC       -   259,630.      537,850.      MT  (+/- 180 meters Scaled)
 AI2387
 AI2387                          SUPERSEDED SURVEY CONTROL
 AI2387
 AI2387.No superseded survey control is available for this station.
 AI2387
 AI2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV083943(NAD 83)
 AI2387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AI2387_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI2387_SP_SET: WINGWALL
 AI2387_STAMPING: 133 742.26
 AI2387_MARK LOGO: NC1940
 AI2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2387+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 AI2387
 AI2387  HISTORY     - Date     Condition        Report By
 AI2387  HISTORY     - UNK      MONUMENTED       NC1940
 AI2387  HISTORY     - 19940321 GOOD             NCGS
 AI2387  HISTORY     - 20050307 GOOD             USPSQD
 AI2387  HISTORY     - 20060802 GOOD             USPSQD
 AI2387
 AI2387                          STATION DESCRIPTION
 AI2387
 AI2387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2387'STATION IS LOCATED IN GREENSBORO AT THE NORTH BUFFALO CREEK BRIDGE ON
 AI2387'WENDOVER AVENUE, ABOUT 0.35 MI (0.56 KM) WEST OF ELM STREET. MARK IS
 AI2387'ABOUT LEVEL WITH THE ROAD. LOCATED 27.2 FT (8.3 M) SOUTH OF THE
 AI2387'CENTERLINE OF THE EASTBOUND WENDOVER AVENUE AND 7.0 FT (2.1 M) FROM
 AI2387'THE BACK OF CURB, 1.9 FT (0.6 M) SOUTH OF THE WEST END OF THE SOUTH
 AI2387'BRIDGE RAIL AND 18.5 FT (5.6 M) EAST-SOUTHEAST OF A POWER POLE WITH A
 AI2387'REFERENCE TAG.
 AI2387
 AI2387                          STATION RECOVERY (2005)
 AI2387
 AI2387'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 AI2387'RECOVERED IN GOOD CONDITION.
 AI2387
 AI2387                          STATION RECOVERY (2006)
 AI2387
 AI2387'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE8474 ***********************************************************************
 DE8474  DESIGNATION -  133 HLZ
 DE8474  PID         -  DE8474
 DE8474  STATE/COUNTY-  NC/HOKE
 DE8474  USGS QUAD   -  RAEFORD (1982)
 DE8474
 DE8474                         *CURRENT SURVEY CONTROL
 DE8474  ___________________________________________________________________
 DE8474* NAD 83(2007)-  34 53 14.81709(N)    079 07 53.39654(W)     ADJUSTED  
 DE8474* NAVD 88     -        58.44   (meters)     191.7    (feet)  LEVELING  
 DE8474  ___________________________________________________________________
 DE8474  EPOCH DATE  -        2002.00
 DE8474  X           -     987,578.560 (meters)                     COMP
 DE8474  Y           -  -5,143,650.151 (meters)                     COMP
 DE8474  Z           -   3,627,646.192 (meters)                     COMP
 DE8474  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DE8474  ELLIP HEIGHT-          25.382 (meters)          (02/10/07) ADJUSTED
 DE8474  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DE8474
 DE8474  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE8474  Type    PID    Designation                      North   East  Ellip
 DE8474  -------------------------------------------------------------------
 DE8474  NETWORK DE8474 133 HLZ                           1.14   0.80   1.76
 DE8474  -------------------------------------------------------------------
 DE8474  VERT ORDER  -  THIRD ?
 DE8474
 DE8474.The horizontal coordinates were established by GPS observations
 DE8474.and adjusted by the National Geodetic Survey in February 2007.
 DE8474
 DE8474.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE8474.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE8474.The horizontal coordinates are valid at the epoch date displayed above.
 DE8474.The epoch date for horizontal control is a decimal equivalence
 DE8474.of Year/Month/Day.
 DE8474
 DE8474.The orthometric height was determined by differential leveling.
 DE8474.The vertical network tie was performed by a horz. field party for horz.
 DE8474.obs reductions. Reset procedures were used to establish the elevation.
 DE8474
 DE8474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8474
 DE8474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8474
 DE8474.The ellipsoidal height was determined by GPS observations
 DE8474.and is referenced to NAD 83.
 DE8474
 DE8474.The geoid height was determined by GEOID03.
 DE8474
 DE8474;                    North         East     Units Scale Factor Converg.
 DE8474;SPC NC       -   126,185.672   597,581.793   MT  0.99989268   -0 04 33.2
 DE8474;SPC NC       -   413,994.16  1,960,566.27   sFT  0.99989268   -0 04 33.2
 DE8474;UTM  17      - 3,862,154.506   670,747.494   MT  0.99995934   +1 04 08.3
 DE8474
 DE8474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8474!SPC NC       -   0.99999602  x   0.99989268  =   0.99988870
 DE8474!UTM  17      -   0.99999602  x   0.99995934  =   0.99995536
 DE8474
 DE8474                          SUPERSEDED SURVEY CONTROL
 DE8474
 DE8474  NAD 83(2001)-  34 53 14.81719(N)    079 07 53.39646(W) AD(       ) 1
 DE8474  ELLIP H (03/13/03)   25.390  (m)                       GP(       ) 4 2
 DE8474  NAD 83(1986)-  34 53 14.82710(N)    079 07 53.40127(W) AD(       ) 1
 DE8474
 DE8474.Superseded values are not recommended for survey control.
 DE8474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8474.See file dsdata.txt to determine how the superseded data were derived.
 DE8474
 DE8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7074762155(NAD 83)
 DE8474_MARKER: DB = BENCH MARK DISK
 DE8474_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE8474_STAMPING: 133 HLZ 1971 193
 DE8474_MARK LOGO: USGS  
 DE8474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8474+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2001
 DE8474
 DE8474  HISTORY     - Date     Condition        Report By
 DE8474  HISTORY     - 1971     MONUMENTED       USGS
 DE8474  HISTORY     - 20010329 GOOD             NCGS
 DE8474
 DE8474                          STATION DESCRIPTION
 DE8474
 DE8474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE8474'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 DE8474'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST OF ANTIOCH AND 8.1 MI
 DE8474'(13.0 KM) SOUTHEAST OF RAEFORD.
 DE8474'MARK IS RECESSED 10-INCHES BELOW GROUND. LOCATED 35.7 FT (10.9 M)
 DE8474'SOUTHEAST OF THE CENTERLINE OF SR 1436 (BALFOUR ROAD), 72.8 FT (22.2
 DE8474'M) SOUTH OF THE CENTERLINE INTERSECTION SR SR 1436 AND 1444 (CULBRETH
 DE8474'ROAD) AND 9.8 FT (3.0 M) SOUTHWEST OF A POWER POLE (213) WITH A
 DE8474'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE8475 ***********************************************************************
 DE8475  DESIGNATION -  134 HLZ
 DE8475  PID         -  DE8475
 DE8475  STATE/COUNTY-  NC/HOKE
 DE8475  USGS QUAD   -  PARKTON (1982)
 DE8475
 DE8475                         *CURRENT SURVEY CONTROL
 DE8475  ___________________________________________________________________
 DE8475* NAD 83(2007)-  34 55 01.83637(N)    079 07 02.40677(W)     ADJUSTED  
 DE8475* NAVD 88     -        64.80   (meters)     212.6    (feet)  LEVELING  
 DE8475  ___________________________________________________________________
 DE8475  EPOCH DATE  -        2002.00
 DE8475  X           -     988,494.786 (meters)                     COMP
 DE8475  Y           -  -5,141,557.896 (meters)                     COMP
 DE8475  Z           -   3,630,354.579 (meters)                     COMP
 DE8475  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DE8475  ELLIP HEIGHT-          31.741 (meters)          (02/10/07) ADJUSTED
 DE8475  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 DE8475
 DE8475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE8475  Type    PID    Designation                      North   East  Ellip
 DE8475  -------------------------------------------------------------------
 DE8475  NETWORK DE8475 134 HLZ                           0.80   0.61   1.29
 DE8475  -------------------------------------------------------------------
 DE8475  VERT ORDER  -  THIRD ?
 DE8475
 DE8475.The horizontal coordinates were established by GPS observations
 DE8475.and adjusted by the National Geodetic Survey in February 2007.
 DE8475
 DE8475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE8475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE8475.The horizontal coordinates are valid at the epoch date displayed above.
 DE8475.The epoch date for horizontal control is a decimal equivalence
 DE8475.of Year/Month/Day.
 DE8475
 DE8475.The orthometric height was determined by differential leveling.
 DE8475.The vertical network tie was performed by a horz. field party for horz.
 DE8475.obs reductions. Reset procedures were used to establish the elevation.
 DE8475
 DE8475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8475
 DE8475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8475
 DE8475.The ellipsoidal height was determined by GPS observations
 DE8475.and is referenced to NAD 83.
 DE8475
 DE8475.The geoid height was determined by GEOID03.
 DE8475
 DE8475;                    North         East     Units Scale Factor Converg.
 DE8475;SPC NC       -   129,481.629   598,880.308   MT  0.99988954   -0 04 03.8
 DE8475;SPC NC       -   424,807.64  1,964,826.48   sFT  0.99988954   -0 04 03.8
 DE8475;UTM  17      - 3,865,475.994   671,979.961   MT  0.99996454   +1 04 40.4
 DE8475
 DE8475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8475!SPC NC       -   0.99999502  x   0.99988954  =   0.99988456
 DE8475!UTM  17      -   0.99999502  x   0.99996454  =   0.99995956
 DE8475
 DE8475                          SUPERSEDED SURVEY CONTROL
 DE8475
 DE8475  NAD 83(2001)-  34 55 01.83648(N)    079 07 02.40669(W) AD(       ) 1
 DE8475  ELLIP H (03/13/03)   31.748  (m)                       GP(       ) 4 2
 DE8475  NAD 83(1986)-  34 55 01.84591(N)    079 07 02.41206(W) AD(       ) 1
 DE8475
 DE8475.Superseded values are not recommended for survey control.
 DE8475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8475.See file dsdata.txt to determine how the superseded data were derived.
 DE8475
 DE8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7198065476(NAD 83)
 DE8475_MARKER: DB = BENCH MARK DISK
 DE8475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE8475_STAMPING: 134 HLZ 1971 214
 DE8475_MARK LOGO: USGS  
 DE8475_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE8475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8475+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 DE8475
 DE8475  HISTORY     - Date     Condition        Report By
 DE8475  HISTORY     - 1971     MONUMENTED       USGS
 DE8475  HISTORY     - 20010329 GOOD             NCGS
 DE8475  HISTORY     - 20050315 GOOD             GEOCAC
 DE8475
 DE8475                          STATION DESCRIPTION
 DE8475
 DE8475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE8475'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 DE8475'ADDITIONS.
 DE8475'THE FENCE IS GONE.
 DE8475'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST-SOUTHEAST OF DUNDARRACH
 DE8475'AND 7.3 MI (11.7 KM) SOUTHEAST OF RAEFORD.
 DE8475'MARK IS RECESSED 4-INCHES. LOCATED 52.8 FT (16.1 M) EAST-SOUTHEAST OF
 DE8475'THE CENTERLINE OF SR 1436 (BALFOUR ROAD), 54.0 FT (16.5 M)
 DE8475'NORTH-NORTHEAST OF THE CENTERLINE OF NC 20 (ST PAULS ROAD), 21.7 FT
 DE8475'(6.6 M) SOUTH OF A FIRE HYDRANT AND ---29.9 FT WEST-NORTHWEST OF A
 DE8475'POWER POLE, 53.2 FT (16.2 M) SOUTH OF A POWER POLE (213)--- BOTH WITH
 DE8475'REFERENCE TAGS.
 DE8475
 DE8475                          STATION RECOVERY (2005)
 DE8475
 DE8475'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 DE8475'RECOVERED IN GOOD CONDITION. STATION SITS FLUSH AT THE EDGE OF A
 DE8475'CULTIVATED FIELD IN THE NE QUADRANT OF THE NC-20 (ST. PAULS RD.) AND
 DE8475'SR-1436 (BALFOUR RD.) INTERSECTION AT THE STATED DISTANCES FROM REF'S.
 DE8475'IN THE 2001 RECOVERY BY NCGS (WLL). MARK IS A US DEPARTMENT OF THE
 DE8475'INTERIOR GEOGRAPHICAL SURVEY DISC.
 DE8475' 
 DE8475' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0965 ***********************************************************************
 FB0965  DESIGNATION -  1349
 FB0965  PID         -  FB0965
 FB0965  STATE/COUNTY-  NC/MADISON
 FB0965  USGS QUAD   -  LEMON GAP (1976)
 FB0965
 FB0965                         *CURRENT SURVEY CONTROL
 FB0965  ___________________________________________________________________
 FB0965* NAD 83(1986)-  35 47 40.     (N)    082 54 30.     (W)     SCALED    
 FB0965* NAVD 88     -       808.58   (+/-2cm)    2652.8    (feet)  VERTCON   
 FB0965  ___________________________________________________________________
 FB0965  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FB0965  VERT ORDER  -  ? (See Below)
 FB0965
 FB0965.The horizontal coordinates were scaled from a topographic map and have
 FB0965.an estimated accuracy of +/- 6 seconds.
 FB0965
 FB0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0965.The vertical order pertains to the NGVD 29 superseded value.
 FB0965
 FB0965.The geoid height was determined by GEOID03.
 FB0965
 FB0965;                    North         East    Units  Estimated Accuracy
 FB0965;SPC NC       -   233,750.      256,420.      MT  (+/- 180 meters Scaled)
 FB0965
 FB0965                          SUPERSEDED SURVEY CONTROL
 FB0965
 FB0965  NGVD 29 (??/??/92)  808.677  (m)         2653.13   (f) ADJ UNCH    ?  
 FB0965
 FB0965.Superseded values are not recommended for survey control.
 FB0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0965.See file dsdata.txt to determine how the superseded data were derived.
 FB0965
 FB0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV275628(NAD 83)
 FB0965_MARKER: DD = SURVEY DISK
 FB0965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0965
 FB0965  HISTORY     - Date     Condition        Report By
 FB0965  HISTORY     - UNK      MONUMENTED       USDA
 FB0965  HISTORY     - 1938     GOOD             NGS
 FB0965
 FB0965                          STATION DESCRIPTION
 FB0965
 FB0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB0965'0.2 MI S FROM JOE.
 FB0965'0.2 MILE SOUTH ALONG THE LITTLE CREEK ROAD FROM JOE, MADISON
 FB0965'COUNTY, AT THE JUNCTION OF THE MEADOW FORK ROAD, 62 FEET NORTH OF
 FB0965'A BRIDGE OVER LITTLE CREEK, ON THE PROPERTY OF W.C. FOWLER, 73
 FB0965'FEET WEST OF THE NORTHWEST CORNER OF THE FOWLER STORE, 26 FEET
 FB0965'SOUTHWEST OF THE SOUTHWEST CORNER OF A GARDEN, 14.4 FEET SOUTH
 FB0965'OF THE SOUTHEAST CORNER OF A CORNCRIB, 35 FEET NORTH OF THE LITTLE
 FB0965'CREEK ROAD, AND 8 FEET SOUTHWEST OF THE MEADOW FORK ROAD.  A
 FB0965'UNITED STATES DEPARTMENT OF AGRICULTURE DISK, SET IN THE TOP OF
 FB0965'AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1706 ***********************************************************************
 EB1706  DESIGNATION -  138 JJS
 EB1706  PID         -  EB1706
 EB1706  STATE/COUNTY-  NC/BLADEN
 EB1706  USGS QUAD   -  WHITE LAKE (1986)
 EB1706
 EB1706                         *CURRENT SURVEY CONTROL
 EB1706  ___________________________________________________________________
 EB1706* NAD 83(2001)-  34 40 46.11588(N)    078 25 57.57763(W)     ADJUSTED  
 EB1706* NAVD 88     -        25.206  (meters)      82.70   (feet)  ADJUSTED  
 EB1706  ___________________________________________________________________
 EB1706  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EB1706  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EB1706  DYNAMIC HT  -          25.182 (meters)      82.62  (feet)  COMP
 EB1706  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 EB1706
 EB1706  HORZ ORDER  -  SECOND
 EB1706  VERT ORDER  -  SECOND    CLASS II
 EB1706
 EB1706.The horizontal coordinates were established by classical geodetic methods
 EB1706.and adjusted by the National Geodetic Survey in August 2005.
 EB1706
 EB1706.The orthometric height was determined by differential leveling
 EB1706.and adjusted in June 1991.
 EB1706
 EB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1706
 EB1706.The geoid height was determined by GEOID03.
 EB1706
 EB1706.The dynamic height is computed by dividing the NAVD 88
 EB1706.geopotential number by the normal gravity value computed on the
 EB1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1706.degrees latitude (g = 980.6199 gals.).
 EB1706
 EB1706.The modeled gravity was interpolated from observed gravity values.
 EB1706
 EB1706;                    North         East     Units Scale Factor Converg.
 EB1706;SPC NC       -   103,256.660   661,589.422   MT  0.99992213   +0 19 38.8
 EB1706;SPC NC       -   338,767.89  2,170,564.63   sFT  0.99992213   +0 19 38.8
 EB1706;UTM  17      - 3,840,498.780   735,211.818   MT  1.00028195   +1 27 41.2
 EB1706
 EB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1706!SPC NC       -   1.00000155  x   0.99992213  =   0.99992368
 EB1706!UTM  17      -   1.00000155  x   1.00028195  =   1.00028350
 EB1706
 EB1706|---------------------------------------------------------------------|
 EB1706| PID    Reference Object                     Distance      Geod. Az  |
 EB1706|                                                           dddmmss.s |
 EB1706| EB1707 ACROSS                              398.200 METERS 02504     |
 EB1706|---------------------------------------------------------------------|
 EB1706
 EB1706                          SUPERSEDED SURVEY CONTROL
 EB1706
 EB1706  NAD 83(1986)-  34 40 46.12335(N)    078 25 57.58784(W) AD(       ) 2
 EB1706  NAD 27      -  34 40 45.50441(N)    078 25 58.57081(W) AD(       ) 2
 EB1706  NGVD 29 (07/19/86)   25.48   (m)           83.6    (f) LEVELING    3  
 EB1706
 EB1706.Superseded values are not recommended for survey control.
 EB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1706.See file dsdata.txt to determine how the superseded data were derived.
 EB1706
 EB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3521240499(NAD 83)
 EB1706_MARKER: DB = BENCH MARK DISK
 EB1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1706_SP_SET: CONCRETE POST
 EB1706_STAMPING: 138 JJS 1951 84
 EB1706_MARK LOGO: USGS  
 EB1706_PROJECTION: PROJECTING 5 CENTIMETERS
 EB1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1706+STABILITY: SURFACE MOTION
 EB1706
 EB1706  HISTORY     - Date     Condition        Report By
 EB1706  HISTORY     - 1951     MONUMENTED       USGS
 EB1706  HISTORY     - 1979     GOOD             NCGS
 EB1706  HISTORY     - 1979     GOOD             NCGS
 EB1706  HISTORY     - 1980     GOOD             LOCSUR
 EB1706
 EB1706                          STATION DESCRIPTION
 EB1706
 EB1706'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (HGG)
 EB1706'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB1706
 EB1706                          STATION RECOVERY (1979)
 EB1706
 EB1706'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1706'3.9 MI ENE FROM WHITE LAKE.
 EB1706'3.7 MILES WEST
 EB1706'ALONG NC 41 FROM INTERSECTION WITH NC 210 EAST-NORTHEAST
 EB1706'OF WHITE LAKE, TO STATION SOUTHEAST OF HIGHWAY BESIDE A
 EB1706'POWER POLE, APPROXIMATELY 60 FEET SOUTHWEST OF A DRAINAGE DITCH TO
 EB1706'EAST AND 1.15 MILES SOUTHWEST OF MAIN ENTRANCE TO BAY TREE LAKES,
 EB1706'49.8 FEET SOUTHEAST OF CENTERLINE OF NC 41, 1.9 FEET WEST-NORTHWEST
 EB1706'OF POWER POLE 36417 WITH REFERENCE TAG, 31.4 FEET SOUTH-SOUTHEAST
 EB1706'OF EAST END OF A HIGHWAY CULVERT, 73.9 FEET SOUTHWEST OF A PINE WITH
 EB1706'REFERENCE TAG.
 EB1706
 EB1706                          STATION RECOVERY (1980)
 EB1706
 EB1706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB1706'138JJS RECOVERED GOOD.
 EB1706'
 EB1706'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MI ENE OF WHITE LAKE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0889 ***********************************************************************
 EY0889  DESIGNATION -  139
 EY0889  PID         -  EY0889
 EY0889  STATE/COUNTY-  NC/EDGECOMBE
 EY0889  USGS QUAD   -  ELM CITY (1977)
 EY0889
 EY0889                         *CURRENT SURVEY CONTROL
 EY0889  ___________________________________________________________________
 EY0889* NAD 83(1986)-  35 52 01.     (N)    077 49 44.     (W)     SCALED    
 EY0889* NAVD 88     -        42.099  (meters)     138.12   (feet)  ADJUSTED  
 EY0889  ___________________________________________________________________
 EY0889  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY0889  DYNAMIC HT  -          42.064 (meters)     138.00  (feet)  COMP
 EY0889  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 EY0889
 EY0889  VERT ORDER  -  SECOND    CLASS 0
 EY0889
 EY0889.The horizontal coordinates were scaled from a topographic map and have
 EY0889.an estimated accuracy of +/- 6 seconds.
 EY0889
 EY0889.The orthometric height was determined by differential leveling
 EY0889.and adjusted in June 1991.
 EY0889
 EY0889.The geoid height was determined by GEOID03.
 EY0889
 EY0889.The dynamic height is computed by dividing the NAVD 88
 EY0889.geopotential number by the normal gravity value computed on the
 EY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0889.degrees latitude (g = 980.6199 gals.).
 EY0889
 EY0889.The modeled gravity was interpolated from observed gravity values.
 EY0889
 EY0889;                    North         East    Units  Estimated Accuracy
 EY0889;SPC NC       -   235,460.      715,360.      MT  (+/- 180 meters Scaled)
 EY0889
 EY0889                          SUPERSEDED SURVEY CONTROL
 EY0889
 EY0889  NGVD 29 (??/??/92)   42.428  (m)          139.20   (f) ADJ UNCH    2 0
 EY0889
 EY0889.Superseded values are not recommended for survey control.
 EY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0889.See file dsdata.txt to determine how the superseded data were derived.
 EY0889
 EY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE445728(NAD 83)
 EY0889_MARKER: P = PIPE CAP
 EY0889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0889_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0889_STAMPING: 139.170
 EY0889_MARK LOGO: USGS  
 EY0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0889
 EY0889  HISTORY     - Date     Condition        Report By
 EY0889  HISTORY     - UNK      MONUMENTED       USGS
 EY0889  HISTORY     - 1935     GOOD             CGS
 EY0889  HISTORY     - 1978     GOOD             NCGS
 EY0889  HISTORY     - 1978     GOOD             NGS
 EY0889  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EY0889  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 EY0889
 EY0889                          STATION DESCRIPTION
 EY0889
 EY0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0889'AT SHARPSBURGH.
 EY0889'CAP BADLY BATTERED.  IN EDGECOMBE COUNTY, AT SHARPSBURG, NASH
 EY0889'COUNTY, 75 YARDS NORTHEAST OF THE ATLANTIC COAST LINE RAILROAD
 EY0889'STATION, 48 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 30 FEET
 EY0889'NORTH OF THE CENTERLINE OF MAIN STREET, AND AT THE SOUTHWEST
 EY0889'CORNER OF THE BUILDING BY M.A. BACHELOR BROTHERS, INC.  A UNITED
 EY0889'STATES GEOLOGICAL STANDARD CAP, STAMPED 139.170 AND RIVETED ON THE
 EY0889'TOP OF A 3-1/2 IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 EY0889
 EY0889                          STATION RECOVERY (1978)
 EY0889
 EY0889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0889'RECOVERED IN GOOD CONDITION.
 EY0889
 EY0889                          STATION RECOVERY (1978)
 EY0889
 EY0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EY0889'RECOVERED IN GOOD CONDITION.
 EY0889
 EY0889                          STATION RECOVERY (1986)
 EY0889
 EY0889'RECOVERY NOTE BY US POWER SQUADRON 1986 (MTS)
 EY0889'MARK NOT FOUND.
 EY0889
 EY0889                          STATION RECOVERY (2004)
 EY0889
 EY0889'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0646 ***********************************************************************
 FX0646  DESIGNATION -  14
 FX0646  PID         -  FX0646
 FX0646  STATE/COUNTY-  NC/PERQUIMANS
 FX0646  USGS QUAD   -  HERTFORD (1982)
 FX0646
 FX0646                         *CURRENT SURVEY CONTROL
 FX0646  ___________________________________________________________________
 FX0646* NAD 83(1986)-  36 11 22.     (N)    076 27 56.     (W)     SCALED    
 FX0646* NAVD 88     -         4.229  (meters)      13.87   (feet)  ADJUSTED  
 FX0646  ___________________________________________________________________
 FX0646  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX0646  DYNAMIC HT  -           4.225 (meters)      13.86  (feet)  COMP
 FX0646  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 FX0646
 FX0646  VERT ORDER  -  FIRST     CLASS I
 FX0646
 FX0646.The horizontal coordinates were scaled from a topographic map and have
 FX0646.an estimated accuracy of +/- 6 seconds.
 FX0646
 FX0646.The orthometric height was determined by differential leveling
 FX0646.and adjusted in June 1991.
 FX0646
 FX0646.The geoid height was determined by GEOID03.
 FX0646
 FX0646.The dynamic height is computed by dividing the NAVD 88
 FX0646.geopotential number by the normal gravity value computed on the
 FX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0646.degrees latitude (g = 980.6199 gals.).
 FX0646
 FX0646.The modeled gravity was interpolated from observed gravity values.
 FX0646
 FX0646;                    North         East    Units  Estimated Accuracy
 FX0646;SPC NC       -   273,530.      837,550.      MT  (+/- 180 meters Scaled)
 FX0646
 FX0646                          SUPERSEDED SURVEY CONTROL
 FX0646
 FX0646.No superseded survey control is available for this station.
 FX0646
 FX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF682059(NAD 83)
 FX0646_MARKER: DD = SURVEY DISK
 FX0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0646_SP_SET: BRICK WALL
 FX0646_STAMPING: 15.062 NC RALEIGH 1902
 FX0646_MARK LOGO: USGS  
 FX0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0646
 FX0646  HISTORY     - Date     Condition        Report By
 FX0646  HISTORY     - 1902     MONUMENTED       USGS
 FX0646  HISTORY     - 1963     GOOD             NGS
 FX0646  HISTORY     - 1979     GOOD             NCGS
 FX0646  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 FX0646
 FX0646                          STATION DESCRIPTION
 FX0646
 FX0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0646'AT HERTFORD.
 FX0646'AT HERTFORD, ABOUT 0.6 MILE EAST OF NORFOLK SOUTHERN RAILWAY
 FX0646'STATION, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE WEST
 FX0646'BRICK WALL, 85 FEET EAST OF CENTER LINE OF CHURCH STREET, 6
 FX0646'FEET SOUTH OF WEST (MAIN) ENTRANCE, AND ABOUT 2 FEET ABOVE LEVEL
 FX0646'OF GROUND.
 FX0646
 FX0646                          STATION RECOVERY (1979)
 FX0646
 FX0646'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX0646'AT THE COUNTY COURTHOUSE ON CHURCH STREET (US HIGHWAY 17 BUSINESS)
 FX0646'SET VERTICALLY IN THE WEST BRICK WALL, 85.0 FEET EAST OF CENTERLINE
 FX0646'OF CHURCH STREET AND 6.0 FEET SOUTH OF WEST MAIN ENTRANCE.
 FX0646'THE MARK IS 2.0 FT ABOVE THE GROUND.
 FX0646
 FX0646                          STATION RECOVERY (1996)
 FX0646
 FX0646'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0662 ***********************************************************************
 FX0662  DESIGNATION -  14
 FX0662  PID         -  FX0662
 FX0662  STATE/COUNTY-  NC/PERQUIMANS
 FX0662  USGS QUAD   -  CENTER HILL (1982)
 FX0662
 FX0662                         *CURRENT SURVEY CONTROL
 FX0662  ___________________________________________________________________
 FX0662* NAD 83(1986)-  36 08 32.     (N)    076 31 27.     (W)     SCALED    
 FX0662* NAVD 88     -         4.230  (meters)      13.88   (feet)  POSTED    
 FX0662  ___________________________________________________________________
 FX0662  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 FX0662  DYNAMIC HT  -           4.230 (meters)      13.88  (feet)  COMP
 FX0662  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 FX0662
 FX0662  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0662
 FX0662.The horizontal coordinates were scaled from a topographic map and have
 FX0662.an estimated accuracy of +/- 6 seconds.
 FX0662
 FX0662.The orthometric height was determined by differential leveling
 FX0662.and adjusted by the  in 1992.
 FX0662.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0662.was located on a no-check spur therefore a value was not computed.
 FX0662.No vertical observational check was made to the station.
 FX0662
 FX0662.The geoid height was determined by GEOID03.
 FX0662
 FX0662.The dynamic height is computed by dividing the NAVD 88
 FX0662.geopotential number by the normal gravity value computed on the
 FX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0662.degrees latitude (g = 980.6199 gals.).
 FX0662
 FX0662.The modeled gravity was interpolated from observed gravity values.
 FX0662
 FX0662;                    North         East    Units  Estimated Accuracy
 FX0662;SPC NC       -   268,160.      832,410.      MT  (+/- 180 meters Scaled)
 FX0662
 FX0662                          SUPERSEDED SURVEY CONTROL
 FX0662
 FX0662  NGVD 29 (??/??/92)    4.558  (m)           14.95   (f) ADJ UNCH    1 2
 FX0662
 FX0662.Superseded values are not recommended for survey control.
 FX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0662.See file dsdata.txt to determine how the superseded data were derived.
 FX0662
 FX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF628007(NAD 83)
 FX0662_MARKER: DB = BENCH MARK DISK
 FX0662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0662_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0662_STAMPING: 15.066 N C RALEIGH
 FX0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0662
 FX0662  HISTORY     - Date     Condition        Report By
 FX0662  HISTORY     - UNK      MONUMENTED       USGS
 FX0662  HISTORY     - 1935     GOOD             NGS
 FX0662  HISTORY     - 1963     MARK NOT FOUND   NGS
 FX0662  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FX0662
 FX0662                          STATION DESCRIPTION
 FX0662
 FX0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX0662'4.2 MI SW FROM HERTFORD.
 FX0662'4.2 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM
 FX0662'THE STATION AT HERTFORD, PERQUIMANS COUNTY, 100 YARDS EAST OF
 FX0662'THE STATION AT YEOPIM, DIRECTLY NORTH OF A SMALL FARMHOUSE
 FX0662'OWNED BY T.E. MANSFIELD, AT THE EDGE OF A DIRT ROAD, AND ABOUT 5
 FX0662'FEET EAST OF A LARGE TREE.  A UNITED STATES GEOLOGICAL SURVEY
 FX0662'STANDARD CAP, STAMPED 15.066 N C RALEIGH AND RIVETED ON THE TOP
 FX0662'OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 FX0662'NOTE-- THE IRON PIPE LEANS SLIGHTLY AND THE ELEVATION APPLIES
 FX0662'TO THE INTERSECTION OF TWO SCRATCHES AT THE CENTER OF THE POST.
 FX0662
 FX0662                          STATION RECOVERY (1963)
 FX0662
 FX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0662'MARK NOT FOUND.
 FX0662
 FX0662                          STATION RECOVERY (1997)
 FX0662
 FX0662'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6061 ***********************************************************************
 AE6061  DESIGNATION -  14
 AE6061  PID         -  AE6061
 AE6061  STATE/COUNTY-  NC/PAMLICO
 AE6061  USGS QUAD   -  JONES BAY (1993)
 AE6061
 AE6061                         *CURRENT SURVEY CONTROL
 AE6061  ___________________________________________________________________
 AE6061* NAD 83(1986)-  35 14 47.     (N)    076 35 32.     (W)     SCALED    
 AE6061* NAVD 88     -         0.550  (meters)       1.80   (feet)  ADJUSTED  
 AE6061  ___________________________________________________________________
 AE6061  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6061  DYNAMIC HT  -           0.550 (meters)       1.80  (feet)  COMP
 AE6061  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 AE6061
 AE6061  VERT ORDER  -  SECOND    CLASS II
 AE6061
 AE6061.The horizontal coordinates were scaled from a topographic map and have
 AE6061.an estimated accuracy of +/- 6 seconds.
 AE6061
 AE6061.The orthometric height was determined by differential leveling
 AE6061.and adjusted in June 1998.
 AE6061
 AE6061.The geoid height was determined by GEOID03.
 AE6061
 AE6061.The dynamic height is computed by dividing the NAVD 88
 AE6061.geopotential number by the normal gravity value computed on the
 AE6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6061.degrees latitude (g = 980.6199 gals.).
 AE6061
 AE6061.The modeled gravity was interpolated from observed gravity values.
 AE6061
 AE6061;                    North         East    Units  Estimated Accuracy
 AE6061;SPC NC       -   168,650.      828,690.      MT  (+/- 180 meters Scaled)
 AE6061
 AE6061                          SUPERSEDED SURVEY CONTROL
 AE6061
 AE6061.No superseded survey control is available for this station.
 AE6061
 AE6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE551015(NAD 83)
 AE6061_MARKER: DJ = TIDAL STATION DISK
 AE6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6061_STAMPING: 14
 AE6061_MARK LOGO: USE   
 AE6061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6061+STABILITY: SURFACE MOTION
 AE6061
 AE6061  HISTORY     - Date     Condition        Report By
 AE6061  HISTORY     - 1979     MONUMENTED       USE
 AE6061  HISTORY     - 19860101 GOOD             NCGS
 AE6061
 AE6061                          STATION DESCRIPTION
 AE6061
 AE6061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6061'STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTHEAST OF VANDEMERE, AND
 AE6061'2.25 KM (1.40 MI) WEST OF HOBUCKEN. ABOUT 200 FT (61.0 M) NORTHWEST OF
 AE6061'THE CENTER OF THE INTRACOASTAL WATERWAY BRIDGE AT HOBUCKEN, ON THE
 AE6061'WEST BANK OF THE WATERWAY. STATION IS A STANDARD USCE TIDAL BENCH MARK
 AE6061'DISK STAMPED---14---, SET IN TOP OF A CONCRETE MONUMENT PROJECTING 2
 AE6061'INCHES ABOVE GROUND. LOCATED 45.72 M (150.00 FT) NORTH OF THE
 AE6061'CENTERLINE OF THE HIGHWAY, 18.29 M (60.01 FT) WEST OF THE WEST EDGE OF
 AE6061'THE BANK--AND 0.5 M (1.6 FT) SOUTH OF A 4X4 POST, 49.53 M (162.50 FT)
 AE6061'NORTH OF A TRAFFIC LIGHT POLE--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2578 ***********************************************************************
 FX2578  DESIGNATION -  14 BRP
 FX2578  PID         -  FX2578
 FX2578  STATE/COUNTY-  NC/HALIFAX
 FX2578  USGS QUAD   -  HALIFAX (1974)
 FX2578
 FX2578                         *CURRENT SURVEY CONTROL
 FX2578  ___________________________________________________________________
 FX2578* NAD 83(1986)-  36 17 03.     (N)    077 30 26.     (W)     SCALED    
 FX2578* NAVD 88     -        16.729  (meters)      54.89   (feet)  ADJUSTED  
 FX2578  ___________________________________________________________________
 FX2578  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FX2578  DYNAMIC HT  -          16.715 (meters)      54.84  (feet)  COMP
 FX2578  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 FX2578
 FX2578  VERT ORDER  -  SECOND    CLASS II
 FX2578
 FX2578.The horizontal coordinates were scaled from a topographic map and have
 FX2578.an estimated accuracy of +/- 6 seconds.
 FX2578
 FX2578.The orthometric height was determined by differential leveling
 FX2578.and adjusted in June 1991.
 FX2578
 FX2578.The geoid height was determined by GEOID03.
 FX2578
 FX2578.The dynamic height is computed by dividing the NAVD 88
 FX2578.geopotential number by the normal gravity value computed on the
 FX2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2578.degrees latitude (g = 980.6199 gals.).
 FX2578
 FX2578.The modeled gravity was interpolated from observed gravity values.
 FX2578
 FX2578;                    North         East    Units  Estimated Accuracy
 FX2578;SPC NC       -   282,140.      743,710.      MT  (+/- 180 meters Scaled)
 FX2578
 FX2578                          SUPERSEDED SURVEY CONTROL
 FX2578
 FX2578  NGVD 29 (??/??/92)   17.052  (m)           55.94   (f) ADJ UNCH    2 2
 FX2578
 FX2578.Superseded values are not recommended for survey control.
 FX2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2578.See file dsdata.txt to determine how the superseded data were derived.
 FX2578
 FX2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF748183(NAD 83)
 FX2578_MARKER: DD = SURVEY DISK
 FX2578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2578_SP_SET: PUMP ISLAND
 FX2578_STAMPING: 14 BRP 1974 5
 FX2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2578
 FX2578  HISTORY     - Date     Condition        Report By
 FX2578  HISTORY     - 1974     MONUMENTED       NCGS
 FX2578  HISTORY     - 1975     GOOD             NCGS
 FX2578  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FX2578
 FX2578                          STATION DESCRIPTION
 FX2578
 FX2578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2578'2.5 MI NNW FROM TILLERY.
 FX2578'14 BRP IS LOCATED APPROXIMATELY 5.5 MILES ESE OF HALIFAX.  TO REACH
 FX2578'STATION FROM INTERSECTION OF NC 561 WITH NC 481 IN TILLERY, PROCEED
 FX2578'WESTERLY ALONG NC 561 FOR 3.0 MILES TO HARVEYS GROCERY AND SERVICE
 FX2578'STATION ON LEFT AND STATION IN WEST END OF THE GASOLINE PUMP ISLAND,
 FX2578'APPROXIMATELY 250 FEET WEST OF INTERSECTION NC 561 AND SR 1144 (NE).
 FX2578'90.6 FT SW OF C/L OF NC 561, 22.2 FT. ENE OF NW CORNER OF ORIGINAL
 FX2578'STORE BUILDING, 24.4 FT. NNE OF CENTER OF FRONT DOOR TO GROCERY STORE
 FX2578'AND SERVICE STATION, AND 51.8 FT. SSE OF POWER SERVICE POLE WITH DUSK
 FX2578'TO DAWN LIGHT WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN A CONCRETE
 FX2578'GAS PUMP ISLAND.
 FX2578
 FX2578                          STATION RECOVERY (1987)
 FX2578
 FX2578'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 FX2578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3867 ***********************************************************************
 EY3867  DESIGNATION -  14 CMP
 EY3867  PID         -  EY3867
 EY3867  STATE/COUNTY-  NC/BEAUFORT
 EY3867  USGS QUAD   -  AURORA (1993)
 EY3867
 EY3867                         *CURRENT SURVEY CONTROL
 EY3867  ___________________________________________________________________
 EY3867* NAD 83(2001)-  35 15 32.04047(N)    076 51 23.40695(W)     ADJUSTED  
 EY3867* NAVD 88     -        16.71   (+/-2cm)      54.8    (feet)  VERTCON   
 EY3867  ___________________________________________________________________
 EY3867  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 EY3867  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EY3867  HORZ ORDER  -  THIRD
 EY3867  VERT ORDER  -  THIRD ? (See Below)
 EY3867
 EY3867.The horizontal coordinates were established by classical geodetic methods
 EY3867.and adjusted by the National Geodetic Survey in August 2005.
 EY3867
 EY3867.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3867.The vertical order pertains to the NGVD 29 superseded value.
 EY3867
 EY3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3867
 EY3867.The geoid height was determined by GEOID03.
 EY3867
 EY3867;                    North         East     Units Scale Factor Converg.
 EY3867;SPC NC       -   169,487.759   804,618.899   MT  0.99987260   +1 14 13.8
 EY3867;SPC NC       -   556,061.09  2,639,820.50   sFT  0.99987260   +1 14 13.8
 EY3867;UTM  18      - 3,903,334.511   331,116.514   MT  0.99995151   -1 04 19.1
 EY3867
 EY3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3867!SPC NC       -   1.00000322  x   0.99987260  =   0.99987582
 EY3867!UTM  18      -   1.00000322  x   0.99995151  =   0.99995473
 EY3867
 EY3867:                Primary Azimuth Mark                     Grid Az
 EY3867:SPC NC       -  TURNSTALL 24                             086 26 09.4
 EY3867:UTM  18      -  TURNSTALL 24                             088 44 42.3
 EY3867
 EY3867|---------------------------------------------------------------------|
 EY3867| PID    Reference Object                     Distance      Geod. Az  |
 EY3867|                                                           dddmmss.s |
 EY3867| EY3866 TURNSTALL 24                        489.978 METERS 0874023.2 |
 EY3867| EY3868 TURNSTALL 22                        214.597 METERS 27100     |
 EY3867|---------------------------------------------------------------------|
 EY3867
 EY3867                          SUPERSEDED SURVEY CONTROL
 EY3867
 EY3867  NAD 83(1986)-  35 15 32.05521(N)    076 51 23.41428(W) AD(       ) 3
 EY3867  NAD 27      -  35 15 31.44019(N)    076 51 24.66643(W) AD(       ) 3
 EY3867  NGVD 29 (07/19/86)   17.04   (m)           55.9    (f) LEVELING    3  
 EY3867
 EY3867.Superseded values are not recommended for survey control.
 EY3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3867.See file dsdata.txt to determine how the superseded data were derived.
 EY3867
 EY3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3111703335(NAD 83)
 EY3867_MARKER: DD = SURVEY DISK
 EY3867_SETTING: 0 = UNSPECIFIED SETTING
 EY3867_STAMPING: 14 CMP 1964 56 ET
 EY3867_MARK LOGO: USGS  
 EY3867_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3867
 EY3867  HISTORY     - Date     Condition        Report By
 EY3867  HISTORY     - 1964     MONUMENTED       USGS
 EY3867
 EY3867                          STATION DESCRIPTION
 EY3867
 EY3867'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (GBG)
 EY3867'ASKIN, AT INTERSECTION OF STATE HIGHWAY 306 AND COUNTY ROAD 1927 N.
 EY3867'OF GRANTSBORO, 10 FT S. OF FENCE CORNER, 33 FT S. AND 30 FT W. OF,
 EY3867'AND 0.6 FT HIGHER THAN CENTERLINE OF CROSSROADS, IN CONCRETE POST,
 EY3867'STANDARD TABLET STAMPED---14 CMP 1964 56 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5372 ***********************************************************************
 AI5372  DESIGNATION -  14 DOP
 AI5372  PID         -  AI5372
 AI5372  STATE/COUNTY-  NC/MARTIN
 AI5372  USGS QUAD   -  HOBGOOD (1962)
 AI5372
 AI5372                         *CURRENT SURVEY CONTROL
 AI5372  ___________________________________________________________________
 AI5372* NAD 83(2001)-  36 00 38.59983(N)    077 23 00.21471(W)     ADJUSTED  
 AI5372* NAVD 88     -        26.87   (meters)      88.2    (feet)  N HEIGHT  
 AI5372  ___________________________________________________________________
 AI5372  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI5372  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 AI5372  DYNAMIC HT  -          26.85  (meters)      88.1   (feet)  COMP
 AI5372  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 AI5372
 AI5372  HORZ ORDER  -  SECOND
 AI5372  VERT ORDER  -  THIRD
 AI5372
 AI5372.The horizontal coordinates were established by classical geodetic methods
 AI5372.and adjusted by the National Geodetic Survey in August 2005.
 AI5372
 AI5372.The orthometric height was determined by differential leveling
 AI5372.and adjusted in July 2000.
 AI5372.The height was determined by precise leveling from only one NSRS
 AI5372.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AI5372.allowed ONLY to validate the GPS-derived height.
 AI5372.No vertical observational check was made to the station.
 AI5372
 AI5372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5372
 AI5372.The geoid height was determined by GEOID03.
 AI5372
 AI5372.The dynamic height is computed by dividing the NAVD 88
 AI5372.geopotential number by the normal gravity value computed on the
 AI5372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5372.degrees latitude (g = 980.6199 gals.).
 AI5372
 AI5372.The modeled gravity was interpolated from observed gravity values.
 AI5372
 AI5372;                    North         East     Units Scale Factor Converg.
 AI5372;SPC NC       -   251,976.993   755,328.497   MT  0.99996021   +0 55 59.0
 AI5372;SPC NC       -   826,694.52  2,478,106.91   sFT  0.99996021   +0 55 59.0
 AI5372;UTM  18      - 3,987,765.264   285,200.252   MT  1.00016855   -1 24 06.6
 AI5372
 AI5372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5372!SPC NC       -   1.00000132  x   0.99996021  =   0.99996153
 AI5372!UTM  18      -   1.00000132  x   1.00016855  =   1.00016987
 AI5372
 AI5372                          SUPERSEDED SURVEY CONTROL
 AI5372
 AI5372  NAD 83(1986)-  36 00 38.60984(N)    077 23 00.22556(W) AD(       ) 2
 AI5372  NAVD 88 (03/10/00)   26.87   (m)           88.2    (f) LEVELING    3  
 AI5372
 AI5372.Superseded values are not recommended for survey control.
 AI5372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5372.See file dsdata.txt to determine how the superseded data were derived.
 AI5372
 AI5372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8520087765(NAD 83)
 AI5372_MARKER: DB = BENCH MARK DISK
 AI5372_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI5372_SP_SET: PAD
 AI5372_STAMPING: 14 DOP 1961 89
 AI5372_MARK LOGO: CGS   
 AI5372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5372+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AI5372
 AI5372  HISTORY     - Date     Condition        Report By
 AI5372  HISTORY     - 1961     MONUMENTED       USGS
 AI5372  HISTORY     - 19930630 GOOD             NCGS
 AI5372  HISTORY     - 20060508 GOOD             NCGS
 AI5372
 AI5372                          STATION DESCRIPTION
 AI5372
 AI5372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 AI5372'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHWEST OF OAK CITY AND 1.4
 AI5372'MI (2.3 KM) SOUTH-SOUTHEAST OF HOBGOOD. ALONG NC 122 FOR 0.9 MI (1.4
 AI5372'KM) SOUTH FROM NC 125, IN HOBGOOD, TO SR 1821-(PURVIS FARM RD), THENCE
 AI5372'SOUTHEAST ALONG SR 1821 FOR 1.0 MI (1.6 KM) TO THE MARTIN COURNTY
 AI5372'LINE, CONTINUE SOUTHEAST ALONG SR 1329 FOR 0.6 MI (1.0 KM) TO A LARGE
 AI5372'METAL FARM BUILDING AND STATION ON NORTH SIDE OF ROAD, IN THE WEST END
 AI5372'OF CONCRETE RAMP LEADING TO SOUTH ENTRANCE OF BARN. MARK IS ABOUT
 AI5372'1-FOOT HIGHER THAN SR 1329 AND FLUSH WITH CONCRETE RAMP. LOCATED 58 FT
 AI5372'(17.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1329, 34.4 FT (10.5
 AI5372'M) SOUTHEAST OF THE NORTHWEST CORNER OF METAL BARN, 0.4 FT (12.2 CM)
 AI5372'EAST OF THE WEST EDGE OF CONCRETE RAMP, 65.9 FT (20.1 M)
 AI5372'EAST-NORTHEAST OF A 10-INCH WOOD FENCE POST CORNER WITH REFERENCE TAG,
 AI5372'AND 38.9 FT (11.9 M) WEST-NORTHWEST OF A LARGE POLE WITH ANTENNA WITH
 AI5372'REFERENCE TAG.
 AI5372
 AI5372                          STATION RECOVERY (2006)
 AI5372
 AI5372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 AI5372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8583 ***********************************************************************
 AE8583  DESIGNATION -  14 DRD
 AE8583  PID         -  AE8583
 AE8583  STATE/COUNTY-  NC/MCDOWELL
 AE8583  USGS QUAD   -  GLENWOOD (1993)
 AE8583
 AE8583                         *CURRENT SURVEY CONTROL
 AE8583  ___________________________________________________________________
 AE8583* NAD 83(1986)-  35 34 44.     (N)    081 54 52.     (W)     SCALED    
 AE8583* NAVD 88     -       381.724  (meters)    1252.37   (feet)  ADJUSTED  
 AE8583  ___________________________________________________________________
 AE8583  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AE8583  DYNAMIC HT  -         381.344 (meters)    1251.13  (feet)  COMP
 AE8583  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 AE8583
 AE8583  VERT ORDER  -  SECOND    CLASS II
 AE8583
 AE8583.The horizontal coordinates were scaled from a topographic map and have
 AE8583.an estimated accuracy of +/- 6 seconds.
 AE8583
 AE8583.The orthometric height was determined by differential leveling
 AE8583.and adjusted in May 1998.
 AE8583
 AE8583.The geoid height was determined by GEOID03.
 AE8583
 AE8583.The dynamic height is computed by dividing the NAVD 88
 AE8583.geopotential number by the normal gravity value computed on the
 AE8583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8583.degrees latitude (g = 980.6199 gals.).
 AE8583
 AE8583.The modeled gravity was interpolated from observed gravity values.
 AE8583
 AE8583;                    North         East    Units  Estimated Accuracy
 AE8583;SPC NC       -   206,760.      345,500.      MT  (+/- 180 meters Scaled)
 AE8583
 AE8583                          SUPERSEDED SURVEY CONTROL
 AE8583
 AE8583.No superseded survey control is available for this station.
 AE8583
 AE8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV171376(NAD 83)
 AE8583_MARKER: DB = BENCH MARK DISK
 AE8583_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8583_SP_SET: WHEELGUARD
 AE8583_STAMPING: 14 DRD 1253 1958
 AE8583_MARK LOGO: USGS  
 AE8583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8583
 AE8583  HISTORY     - Date     Condition        Report By
 AE8583  HISTORY     - 1958     MONUMENTED       USGS
 AE8583  HISTORY     - 19890109 GOOD             NCGS
 AE8583
 AE8583                          STATION DESCRIPTION
 AE8583
 AE8583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AE8583'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 AE8583'DYSARTSVILLE, AND 14.5 KM (9.00 MI) SOUTHEAST OF MARION. ALONG SR 1802
 AE8583'(VEIN MTN RD) FOR 5.23 KM (3.25 MI) SOUTHWEST FROM NC 226 TO BRIDGE
 AE8583'OVER SOUTH MUDDY CREEK, IN THE EAST END OF THE SOUTH WHEELGUARD. MARK
 AE8583'IS FLUSH IN A DRILL HOLE IN THE CONCRETE WHEELGUARD, AND ABOUT 10
 AE8583'INCHES HIGHER THAN ROAD. LOCATED 3.55 M (11.65 FT) SOUTH OF THE
 AE8583'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4205 ***********************************************************************
 AH4205  DESIGNATION -  14 EG 5
 AH4205  PID         -  AH4205
 AH4205  STATE/COUNTY-  NC/SURRY
 AH4205  USGS QUAD   -  COPELAND (1994)
 AH4205
 AH4205                         *CURRENT SURVEY CONTROL
 AH4205  ___________________________________________________________________
 AH4205* NAD 83(2001)-  36 18 12.41744(N)    080 43 00.52722(W)     ADJUSTED  
 AH4205* NAVD 88     -       331.06   (+/-2cm)    1086.2    (feet)  VERTCON   
 AH4205  ___________________________________________________________________
 AH4205  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AH4205  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AH4205  HORZ ORDER  -  SECOND
 AH4205  VERT ORDER  -  THIRD (See Below)
 AH4205
 AH4205.The horizontal coordinates were established by classical geodetic methods
 AH4205.and adjusted by the National Geodetic Survey in August 2005.
 AH4205
 AH4205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4205.The vertical order pertains to the NGVD 29 superseded value.
 AH4205
 AH4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4205
 AH4205.The geoid height was determined by GEOID03.
 AH4205
 AH4205;                    North         East     Units Scale Factor Converg.
 AH4205;SPC NC       -   284,605.306   455,403.567   MT  1.00004105   -0 59 27.2
 AH4205;SPC NC       -   933,742.57  1,494,103.20   sFT  1.00004105   -0 59 27.2
 AH4205;UTM  17      - 4,017,643.470   525,424.855   MT  0.99960796   +0 10 03.6
 AH4205
 AH4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4205!SPC NC       -   0.99995330  x   1.00004105  =   0.99999435
 AH4205!UTM  17      -   0.99995330  x   0.99960796  =   0.99956128
 AH4205
 AH4205                          SUPERSEDED SURVEY CONTROL
 AH4205
 AH4205  NAD 83(1986)-  36 18 12.42541(N)    080 43 00.53363(W) AD(       ) 2
 AH4205  NGVD 29 (12/22/97)  331.21   (m)         1086.6    (f) LEVELING    3  
 AH4205
 AH4205.Superseded values are not recommended for survey control.
 AH4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4205.See file dsdata.txt to determine how the superseded data were derived.
 AH4205
 AH4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2542517643(NAD 83)
 AH4205_MARKER: DD = SURVEY DISK
 AH4205_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4205_STAMPING: 14 EG 5 1967
 AH4205_MARK LOGO: NCSHC 
 AH4205_PROJECTION: FLUSH
 AH4205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4205+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 AH4205
 AH4205  HISTORY     - Date     Condition        Report By
 AH4205  HISTORY     - 1967     MONUMENTED       NCGS
 AH4205  HISTORY     - 19950405 GOOD             NCGS
 AH4205
 AH4205                          STATION DESCRIPTION
 AH4205
 AH4205'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4205'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT
 AH4205'LEVEL WITH US 601 AND RECESSED 1 INCH BELOW THE GROUND. LOCATED 26.4
 AH4205'FT (8.0 M) WEST OF THE CENTERLINE OF US 601, 148.8 FT (45.4 M) SOUTH
 AH4205'OF THE CENTERLINE INTERSECTION OF US 601 AND SR 2233-JENKINSTOWN ROAD,
 AH4205'143.0 FT (43.6 M) NORTH OF A UNDERGROUND TELEPHONE CABLE PEDESTAL AND
 AH4205'3.2 FT (1.0 M) EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4105 ***********************************************************************
 AH4105  DESIGNATION -  14 EG 8
 AH4105  PID         -  AH4105
 AH4105  STATE/COUNTY-  NC/SURRY
 AH4105  USGS QUAD   -  COPELAND (1994)
 AH4105
 AH4105                         *CURRENT SURVEY CONTROL
 AH4105  ___________________________________________________________________
 AH4105* NAD 83(2007)-  36 21 18.27029(N)    080 42 49.19325(W)     ADJUSTED  
 AH4105* NAVD 88     -       354.02   (+/-2cm)    1161.5    (feet)  VERTCON   
 AH4105  ___________________________________________________________________
 AH4105  EPOCH DATE  -        2002.00
 AH4105  X           -     829,917.909 (meters)                     COMP
 AH4105  Y           -  -5,075,596.667 (meters)                     COMP
 AH4105  Z           -   3,760,184.977 (meters)                     COMP
 AH4105  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AH4105  ELLIP HEIGHT-         320.587 (meters)          (02/10/07) ADJUSTED
 AH4105  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AH4105
 AH4105  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4105  Type    PID    Designation                      North   East  Ellip
 AH4105  -------------------------------------------------------------------
 AH4105  NETWORK AH4105 14 EG 8                           0.69   0.53   1.23
 AH4105  -------------------------------------------------------------------
 AH4105  VERT ORDER  -  THIRD ? (See Below)
 AH4105
 AH4105.The horizontal coordinates were established by GPS observations
 AH4105.and adjusted by the National Geodetic Survey in February 2007.
 AH4105
 AH4105.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4105.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4105.The horizontal coordinates are valid at the epoch date displayed above.
 AH4105.The epoch date for horizontal control is a decimal equivalence
 AH4105.of Year/Month/Day.
 AH4105
 AH4105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4105.The vertical order pertains to the NGVD 29 superseded value.
 AH4105
 AH4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4105
 AH4105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4105
 AH4105.The ellipsoidal height was determined by GPS observations
 AH4105.and is referenced to NAD 83.
 AH4105
 AH4105.The geoid height was determined by GEOID03.
 AH4105
 AH4105;                    North         East     Units Scale Factor Converg.
 AH4105;SPC NC       -   290,328.512   455,785.201   MT  1.00005804   -0 59 20.7
 AH4105;SPC NC       -   952,519.46  1,495,355.28   sFT  1.00005804   -0 59 20.7
 AH4105;UTM  17      - 4,023,370.693   525,690.562   MT  0.99960813   +0 10 11.1
 AH4105
 AH4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4105!SPC NC       -   0.99994969  x   1.00005804  =   1.00000773
 AH4105!UTM  17      -   0.99994969  x   0.99960813  =   0.99955784
 AH4105
 AH4105:                Primary Azimuth Mark                     Grid Az
 AH4105:SPC NC       -  20 JS 1                                  009 37 46.4
 AH4105:UTM  17      -  20 JS 1                                  008 28 14.6
 AH4105
 AH4105|---------------------------------------------------------------------|
 AH4105| PID    Reference Object                     Distance      Geod. Az  |
 AH4105|                                                           dddmmss.s |
 AH4105| AH4059 20 JS 1                             APPROX. 1.3 KM 0083825.7 |
 AH4105| AH4106 DOBSON SOUTH TANK                   APPROX. 3.6 KM 3520646.4 |
 AH4105|---------------------------------------------------------------------|
 AH4105
 AH4105                          SUPERSEDED SURVEY CONTROL
 AH4105
 AH4105  NAD 83(2001)-  36 21 18.27082(N)    080 42 49.19320(W) AD(       ) 1
 AH4105  ELLIP H (03/13/03)  320.562  (m)                       GP(       ) 4 2
 AH4105  NAD 83(1986)-  36 21 18.27864(N)    080 42 49.19938(W) AD(       ) 1
 AH4105  NGVD 29 (10/14/98)  354.18   (m)         1162.0    (f) LEVELING    3  
 AH4105
 AH4105.Superseded values are not recommended for survey control.
 AH4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4105.See file dsdata.txt to determine how the superseded data were derived.
 AH4105
 AH4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2569123371(NAD 83)
 AH4105_MARKER: DD = SURVEY DISK
 AH4105_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4105_STAMPING: 14 EG 8 1967
 AH4105_MARK LOGO: NCSHC 
 AH4105_PROJECTION: FLUSH
 AH4105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4105+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1986
 AH4105
 AH4105  HISTORY     - Date     Condition        Report By
 AH4105  HISTORY     - 1967     MONUMENTED       NCSHC
 AH4105  HISTORY     - 19860505 GOOD             NCGS
 AH4105
 AH4105                          STATION DESCRIPTION
 AH4105
 AH4105'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4105'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) SOUTH OF DOBSON. ALONG US
 AH4105'601 FOR 2.2 KM (1.35 MI) SOUTH FROM THE JUNCTION WITH US 601 BUS., AT
 AH4105'SR 2223 (SNOWBIRD HILL RD), ABOUT 225-FEET NORTH OF THE
 AH4105'T-INTERSECTION, ON TOP OF EAST BANK ACROSS FROM--GUY SNOWS--CONCRETE
 AH4105'BLOCK STRAWBERRY BUILDING. MARK PROJECTS 1 INCH ABOVE GROUND AND IS
 AH4105'ABOUT 4-FEET HIGHER THAN THE HIGHWAY. LOCATED 7.6 M (24.9 FT) EAST OF
 AH4105'THE CENTERLINE OF HIGHWAY, 10.7 M (35.1 FT) SOUTH-SOUTHEAST OF A METAL
 AH4105'MAILBOX POST, 53.2 M (174.5 FT) NORTH OF NCGS STATION--SNOBIRD--AND
 AH4105'50.7 M (166.3 FT) NORTH OF A POWER POLE WITH TRANSFORMER, 43.5 M
 AH4105'(142.7 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 19.1 M
 AH4105'(62.7 FT) WEST-NORTHWEST OF AN 8-INCH POPLAR--ALL THREE WITH REFERENCE
 AH4105'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4552 ***********************************************************************
 AE4552  DESIGNATION -  14 JAS
 AE4552  PID         -  AE4552
 AE4552  STATE/COUNTY-  NC/ROWAN
 AE4552  USGS QUAD   -  ENOCHVILLE (1993)
 AE4552
 AE4552                         *CURRENT SURVEY CONTROL
 AE4552  ___________________________________________________________________
 AE4552* NAD 83(2007)-  35 37 25.33295(N)    080 37 29.38346(W)     ADJUSTED  
 AE4552* NAVD 88     -       250.6    (meters)     822.     (feet)  GPS OBS   
 AE4552  ___________________________________________________________________
 AE4552  EPOCH DATE  -        2002.00
 AE4552  X           -     845,541.747 (meters)                     COMP
 AE4552  Y           -  -5,121,275.592 (meters)                     COMP
 AE4552  Z           -   3,694,460.921 (meters)                     COMP
 AE4552  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AE4552  ELLIP HEIGHT-         219.412 (meters)          (02/10/07) ADJUSTED
 AE4552  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AE4552
 AE4552  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4552  Type    PID    Designation                      North   East  Ellip
 AE4552  -------------------------------------------------------------------
 AE4552  NETWORK AE4552 14 JAS                            1.10   0.80   1.43
 AE4552  -------------------------------------------------------------------
 AE4552
 AE4552.The horizontal coordinates were established by GPS observations
 AE4552.and adjusted by the National Geodetic Survey in February 2007.
 AE4552
 AE4552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4552.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4552.The horizontal coordinates are valid at the epoch date displayed above.
 AE4552.The epoch date for horizontal control is a decimal equivalence
 AE4552.of Year/Month/Day.
 AE4552
 AE4552.The orthometric height was determined by GPS observations and a
 AE4552.high-resolution geoid model.
 AE4552
 AE4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4552
 AE4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4552
 AE4552.The ellipsoidal height was determined by GPS observations
 AE4552.and is referenced to NAD 83.
 AE4552
 AE4552.The geoid height was determined by GEOID03.
 AE4552
 AE4552;                    North         East     Units Scale Factor Converg.
 AE4552;SPC NC       -   209,056.262   462,430.095   MT  0.99989360   -0 56 16.1
 AE4552;SPC NC       -   685,878.75  1,517,156.07   sFT  0.99989360   -0 56 16.1
 AE4552;UTM  17      - 3,942,277.778   533,973.277   MT  0.99961422   +0 13 06.7
 AE4552
 AE4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4552!SPC NC       -   0.99996556  x   0.99989360  =   0.99985917
 AE4552!UTM  17      -   0.99996556  x   0.99961422  =   0.99957980
 AE4552
 AE4552|---------------------------------------------------------------------|
 AE4552| PID    Reference Object                     Distance      Geod. Az  |
 AE4552|                                                           dddmmss.s |
 AE4552| AE4492 SUTHER                              344.372 METERS 22534     |
 AE4552|---------------------------------------------------------------------|
 AE4552
 AE4552                          SUPERSEDED SURVEY CONTROL
 AE4552
 AE4552  NAD 83(2001)-  35 37 25.33317(N)    080 37 29.38323(W) AD(       ) 1
 AE4552  ELLIP H (03/13/03)  219.415  (m)                       GP(       ) 4 2
 AE4552  NAD 83(1986)-  35 37 25.34446(N)    080 37 29.39024(W) AD(       ) 1
 AE4552  NGVD 29 (11/20/97)  250.87   (m)          823.1    (f) LEVELING    3  
 AE4552
 AE4552.Superseded values are not recommended for survey control.
 AE4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4552.See file dsdata.txt to determine how the superseded data were derived.
 AE4552
 AE4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3397342278(NAD 83)
 AE4552_MARKER: DB = BENCH MARK DISK
 AE4552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4552_STAMPING: 14 JAS 1966 823
 AE4552_MARK LOGO: USGS  
 AE4552_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4552+STABILITY: SURFACE MOTION
 AE4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4552+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1989
 AE4552
 AE4552  HISTORY     - Date     Condition        Report By
 AE4552  HISTORY     - 1966     MONUMENTED       USGS
 AE4552  HISTORY     - 19890803 GOOD             NCGS
 AE4552
 AE4552                          STATION DESCRIPTION
 AE4552
 AE4552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (DRS)
 AE4552'STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SALISBURY
 AE4552'AND 1.8 MI (2.9 KM) SOUTH-SOUTHEAST OF MILLBRIDGE. PROCEED ALONG NC
 AE4552'152 FOR 0.10 MI (0.16 KM) WEST FROM NC 153, THENCE NORTH FOR 2.40 MI
 AE4552'(3.86 KM) ALONG SR 1211 (BROWN ROAD), THENCE NORTHEAST FOR 2.25 MI
 AE4552'(3.62 KM) ALONG SR 1533 (PATTERSON ROAD), TO SR 1535 (WEAVER ROAD) AND
 AE4552'THE STATION, IN THE NORTHEAST QUADRANT OF THE CROSSROADS. MARK IS
 AE4552'ABOUT 1 FOOT HIGHER THAN ROAD AND PROJECTS 1 INCH ABOVE GROUND.
 AE4552'LOCATED 22.6 FT (6.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1533,
 AE4552'37.4 FT (11.4 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 1535, 18.4 FT
 AE4552'(5.6 M) EAST OF THE EAST END OF CULVERT UNDER SR 1535, 0.3 FT (0.1 M)
 AE4552'NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN, 51.02 FT (15.55 M)
 AE4552'SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL NO 66, AND 14.1 FT (4.3 M)
 AE4552'NORTHEAST OF A POWER POLE (S 73) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4577 ***********************************************************************
 AE4577  DESIGNATION -  14 JAS
 AE4577  PID         -  AE4577
 AE4577  STATE/COUNTY-  NC/IREDELL
 AE4577  USGS QUAD   -  TROUTMAN (1993)
 AE4577
 AE4577                         *CURRENT SURVEY CONTROL
 AE4577  ___________________________________________________________________
 AE4577* NAD 83(2007)-  35 39 15.72611(N)    080 53 08.92895(W)     ADJUSTED  
 AE4577* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 AE4577  ___________________________________________________________________
 AE4577  EPOCH DATE  -        2002.00
 AE4577  X           -     821,893.325 (meters)                     COMP
 AE4577  Y           -  -5,123,128.571 (meters)                     COMP
 AE4577  Z           -   3,697,234.918 (meters)                     COMP
 AE4577  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AE4577  ELLIP HEIGHT-         234.538 (meters)          (02/10/07) ADJUSTED
 AE4577  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 AE4577
 AE4577  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4577  Type    PID    Designation                      North   East  Ellip
 AE4577  -------------------------------------------------------------------
 AE4577  NETWORK AE4577 14 JAS                            1.27   0.88   1.59
 AE4577  -------------------------------------------------------------------
 AE4577
 AE4577.The horizontal coordinates were established by GPS observations
 AE4577.and adjusted by the National Geodetic Survey in February 2007.
 AE4577
 AE4577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4577.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4577.The horizontal coordinates are valid at the epoch date displayed above.
 AE4577.The epoch date for horizontal control is a decimal equivalence
 AE4577.of Year/Month/Day.
 AE4577
 AE4577.The orthometric height was determined by GPS observations and a
 AE4577.high-resolution geoid model.
 AE4577
 AE4577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4577
 AE4577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4577
 AE4577.The ellipsoidal height was determined by GPS observations
 AE4577.and is referenced to NAD 83.
 AE4577
 AE4577.The geoid height was determined by GEOID03.
 AE4577
 AE4577;                    North         East     Units Scale Factor Converg.
 AE4577;SPC NC       -   212,875.608   438,858.298   MT  0.99989721   -1 05 18.4
 AE4577;SPC NC       -   698,409.39  1,439,820.93   sFT  0.99989721   -1 05 18.4
 AE4577;UTM  17      - 3,945,619.962   510,336.070   MT  0.99960132   +0 03 59.6
 AE4577
 AE4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4577!SPC NC       -   0.99996319  x   0.99989721  =   0.99986040
 AE4577!UTM  17      -   0.99996319  x   0.99960132  =   0.99956452
 AE4577
 AE4577|---------------------------------------------------------------------|
 AE4577| PID    Reference Object                     Distance      Geod. Az  |
 AE4577|                                                           dddmmss.s |
 AE4577| AE4525 PERTH                               298.035 METERS 34627     |
 AE4577|---------------------------------------------------------------------|
 AE4577
 AE4577                          SUPERSEDED SURVEY CONTROL
 AE4577
 AE4577  NAD 83(2001)-  35 39 15.72632(N)    080 53 08.92883(W) AD(       ) 1
 AE4577  ELLIP H (03/13/03)  234.533  (m)                       GP(       ) 4 2
 AE4577  NAD 83(1986)-  35 39 15.73631(N)    080 53 08.93526(W) AD(       ) 1
 AE4577  NGVD 29 (11/20/97)  266.36   (m)          873.9    (f) LEVELING    3  
 AE4577
 AE4577.Superseded values are not recommended for survey control.
 AE4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4577.See file dsdata.txt to determine how the superseded data were derived.
 AE4577
 AE4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1033645620(NAD 83)
 AE4577_MARKER: DB = BENCH MARK DISK
 AE4577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4577_STAMPING: 14 JAS 1965 874
 AE4577_MARK LOGO: NCGS  
 AE4577_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4577+STABILITY: SURFACE MOTION
 AE4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4577+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1991
 AE4577
 AE4577  HISTORY     - Date     Condition        Report By
 AE4577  HISTORY     - 1965     MONUMENTED       USGS
 AE4577  HISTORY     - 19911016 GOOD             NCGS
 AE4577
 AE4577                          STATION DESCRIPTION
 AE4577
 AE4577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4577'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF MOORESVILLE, AT
 AE4577'BELLS CROSSROADS. ALONG SR 1303 (PERTH ROAD) FOR 3.7 MI (6.0 KM) SOUTH
 AE4577'FROM US 21-NC 115 (IN TROUTMAN) TO SR 1300 (FERN HILL ROAD), IN THE
 AE4577'SOUTHWEST QUADRANT OF BELL CROSSROADS. MARK IS ABOUT 1 FOOT LOWER THAN
 AE4577'THE ROAD AND FLUSH WITH GROUND. LOCATED 25.5 FT (7.8 M) WEST OF THE
 AE4577'CENTERLINE OF SR 1303, 27.0 FT (8.2 M) SOUTH OF THE CENTERLINE OF SR
 AE4577'1300, AND 10.2 FT (3.1 M) EAST-SOUTHEAST OF THE WEST END OF A
 AE4577'CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ3051 ***********************************************************************
 FZ3051  DESIGNATION -  14 JLH
 FZ3051  PID         -  FZ3051
 FZ3051  STATE/COUNTY-  NC/WILKES
 FZ3051  USGS QUAD   -  THURMOND (1971)
 FZ3051
 FZ3051                         *CURRENT SURVEY CONTROL
 FZ3051  ___________________________________________________________________
 FZ3051* NAD 83(2007)-  36 19 09.36931(N)    080 59 36.14978(W)     ADJUSTED  
 FZ3051* NAVD 88     -       432.6    (meters)    1419.     (feet)  VERTCON   
 FZ3051  ___________________________________________________________________
 FZ3051  EPOCH DATE  -        2002.00
 FZ3051  X           -     805,508.294 (meters)                     COMP
 FZ3051  Y           -  -5,081,975.959 (meters)                     COMP
 FZ3051  Z           -   3,757,031.033 (meters)                     COMP
 FZ3051  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FZ3051  ELLIP HEIGHT-         399.615 (meters)          (02/10/07) ADJUSTED
 FZ3051  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FZ3051
 FZ3051  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ3051  Type    PID    Designation                      North   East  Ellip
 FZ3051  -------------------------------------------------------------------
 FZ3051  NETWORK FZ3051 14 JLH                            0.67   0.55   1.74
 FZ3051  -------------------------------------------------------------------
 FZ3051
 FZ3051.The horizontal coordinates were established by GPS observations
 FZ3051.and adjusted by the National Geodetic Survey in February 2007.
 FZ3051
 FZ3051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ3051.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ3051.The horizontal coordinates are valid at the epoch date displayed above.
 FZ3051.The epoch date for horizontal control is a decimal equivalence
 FZ3051.of Year/Month/Day.
 FZ3051
 FZ3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ3051
 FZ3051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ3051
 FZ3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ3051
 FZ3051.The ellipsoidal height was determined by GPS observations
 FZ3051.and is referenced to NAD 83.
 FZ3051
 FZ3051.The geoid height was determined by GEOID03.
 FZ3051
 FZ3051;                    North         East     Units Scale Factor Converg.
 FZ3051;SPC NC       -   286,824.672   430,602.188   MT  1.00004617   -1 09 01.9
 FZ3051;SPC NC       -   941,023.94  1,412,734.01   sFT  1.00004617   -1 09 01.9
 FZ3051;UTM  17      - 4,019,361.046   500,594.685   MT  0.99960000   +0 00 14.1
 FZ3051
 FZ3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ3051!SPC NC       -   0.99993729  x   1.00004617  =   0.99998345
 FZ3051!UTM  17      -   0.99993729  x   0.99960000  =   0.99953731
 FZ3051
 FZ3051                          SUPERSEDED SURVEY CONTROL
 FZ3051
 FZ3051  NAD 83(2001)-  36 19 09.36975(N)    080 59 36.14954(W) AD(       ) 1
 FZ3051  ELLIP H (03/13/03)  399.611  (m)                       GP(       ) 4 2
 FZ3051  NAD 83(1993)-  36 19 09.37443(N)    080 59 36.15733(W) AD(       ) 1
 FZ3051  NAD 83(1986)-  36 19 09.37880(N)    080 59 36.15707(W) AD(       ) 1
 FZ3051  NGVD 29 (11/18/93)  432.7    (m)         1420.     (f) GPS OBS     3  
 FZ3051
 FZ3051.Superseded values are not recommended for survey control.
 FZ3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ3051.See file dsdata.txt to determine how the superseded data were derived.
 FZ3051
 FZ3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0059519361(NAD 83)
 FZ3051_MARKER: DB = BENCH MARK DISK
 FZ3051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ3051_SP_SET: CONCRETE BASE OF WELL
 FZ3051_STAMPING: 14 JLH 1963 1420
 FZ3051_MARK LOGO: USGS  
 FZ3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ3051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ3051+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 FZ3051
 FZ3051  HISTORY     - Date     Condition        Report By
 FZ3051  HISTORY     - 1963     MONUMENTED       USGS
 FZ3051  HISTORY     - 19920707 GOOD             NCGS
 FZ3051
 FZ3051                          STATION DESCRIPTION
 FZ3051
 FZ3051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ3051'THE STATION IS LOCATED APPROXIMATELY 14.4 MI (23.2 KM) NORTHEAST OF
 FZ3051'WILKESBORO AND 0.9 MI (1.4 KM) SOUTHWEST OF AUSTIN.
 FZ3051'PROCEED ALONG SR 1002 (TRAPHILL ROAD) FOR 0.1 MI (0.2 KM) WEST FROM US
 FZ3051'21, THENCE SOUTH 3.75 MI (6.03 KM) ALONG SR 1753 (ROARING GAP CHURCH
 FZ3051'ROAD), THENCE WEST 0.3 MI (0.5 KM) ALONG SR 1752 (AUSTIN-TRAPHILL
 FZ3051'ROAD), THENCE SOUTH 1.0 MI (1.6 KM) ALONG SR 1935 (KING BILLINGS
 FZ3051'ROAD) TO THE STATION ON THE WEST SIDE OF THE ROAD, IN THE SOUTHWEST
 FZ3051'CORNER OF THE CONCRETE BASE OF AN OLD WELL.
 FZ3051'MARK IS ABOUT 5 FEET LOWER THAN THE ROAD. LOCATED 129.0 FT (39.3 M)
 FZ3051'NORTHWEST OF THE CENTERLINE OF SR 1935, 35.7 FT (10.9 M) NORTH OF THE
 FZ3051'NORTHWEST CORNER OF STONE FOUNDATION OF THE HOUSE AND 9.0 FT (2.7 M)
 FZ3051'NORTH OF THE CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2306 ***********************************************************************
 FY2306  DESIGNATION -  14 MAX
 FY2306  PID         -  FY2306
 FY2306  STATE/COUNTY-  NC/CASWELL
 FY2306  USGS QUAD   -  PARK SPRING (1994)
 FY2306
 FY2306                         *CURRENT SURVEY CONTROL
 FY2306  ___________________________________________________________________
 FY2306* NAD 83(2001)-  36 24 02.73484(N)    079 23 27.87524(W)     ADJUSTED  
 FY2306* NAVD 88     -       196.532  (meters)     644.79   (feet)  ADJUSTED  
 FY2306  ___________________________________________________________________
 FY2306  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FY2306  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY2306  DYNAMIC HT  -         196.371 (meters)     644.26  (feet)  COMP
 FY2306  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 FY2306
 FY2306  HORZ ORDER  -  SECOND
 FY2306  VERT ORDER  -  FIRST     CLASS II
 FY2306
 FY2306.The horizontal coordinates were established by classical geodetic methods
 FY2306.and adjusted by the National Geodetic Survey in August 2005.
 FY2306
 FY2306.The orthometric height was determined by differential leveling
 FY2306.and adjusted in June 1991.
 FY2306
 FY2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2306
 FY2306.The geoid height was determined by GEOID03.
 FY2306
 FY2306.The dynamic height is computed by dividing the NAVD 88
 FY2306.geopotential number by the normal gravity value computed on the
 FY2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2306.degrees latitude (g = 980.6199 gals.).
 FY2306
 FY2306.The modeled gravity was interpolated from observed gravity values.
 FY2306
 FY2306;                    North         East     Units Scale Factor Converg.
 FY2306;SPC NC       -   294,139.723   574,517.095   MT  1.00007375   -0 13 32.6
 FY2306;SPC NC       -   965,023.41  1,884,894.84   sFT  1.00007375   -0 13 32.6
 FY2306;UTM  17      - 4,029,602.355   644,276.886   MT  0.99985647   +0 57 17.8
 FY2306
 FY2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2306!SPC NC       -   0.99997408  x   1.00007375  =   1.00004783
 FY2306!UTM  17      -   0.99997408  x   0.99985647  =   0.99983055
 FY2306
 FY2306                          SUPERSEDED SURVEY CONTROL
 FY2306
 FY2306  NAD 83(1993)-  36 24 02.73579(N)    079 23 27.87810(W) AD(       ) 2
 FY2306  NAD 83(1986)-  36 24 02.73986(N)    079 23 27.88257(W) AD(       ) 2
 FY2306  NGVD 29 (03/05/92)  196.755  (m)          645.52   (f) ADJUSTED    1 2
 FY2306
 FY2306.Superseded values are not recommended for survey control.
 FY2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2306.See file dsdata.txt to determine how the superseded data were derived.
 FY2306
 FY2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4427729602(NAD 83)
 FY2306_MARKER: DB = BENCH MARK DISK
 FY2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2306_SP_SET: CONCRETE POST
 FY2306_STAMPING: 14 MAX 1969 646
 FY2306_MARK LOGO: USGS  
 FY2306_PROJECTION: FLUSH
 FY2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2306+STABILITY: SURFACE MOTION
 FY2306
 FY2306  HISTORY     - Date     Condition        Report By
 FY2306  HISTORY     - 1969     MONUMENTED       USGS
 FY2306  HISTORY     - 1982     GOOD             NCGS
 FY2306  HISTORY     - 20060308 GOOD             GEOCAC
 FY2306
 FY2306                          STATION DESCRIPTION
 FY2306
 FY2306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2306'3.3 MI WEST FROM YANCEYVILLE.
 FY2306'PROCEED ALONG US 158, 2.65 MILES SOUTHWEST FROM THE INTERSECTION WITH
 FY2306'NC 86 NORTHWEST OF YANCEYVILLE, THENCE 0.2 MILE WEST ALONG DIRT ROAD
 FY2306'TO A PRIVATE AIRPORT, AND STATION DIRECTLY BENEATH THE BEACON TOWER,
 FY2306'6.2 FEET SOUTHWEST OF NORTHEAST LEG AND 6.2 FEET SOUTHEAST OF
 FY2306'NORTHWEST LEG.
 FY2306
 FY2306                          STATION RECOVERY (2006)
 FY2306
 FY2306'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2306'THE FORMER DIRT ROAD IS PAVED AND IS NAMED AIRPORT ROAD (SR1382). IN
 FY2306'2003, GEOCAC FOUND THE MARK WITHIN A POISON IVY THICKET. TODAY, IT WAS
 FY2306'NOTED THAT THE UNDERBRUSH AROUND THE MARK HAS BEEN CLEARED. THE LIGHT
 FY2306'ATOP THE TOWER IS NOT IN USE.
 FY2306' 
 FY2306' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5118 ***********************************************************************
 AH5118  DESIGNATION -  14 MEA
 AH5118  PID         -  AH5118
 AH5118  STATE/COUNTY-  NC/SAMPSON
 AH5118  USGS QUAD   -  TIMOTHY (1986)
 AH5118
 AH5118                         *CURRENT SURVEY CONTROL
 AH5118  ___________________________________________________________________
 AH5118* NAD 83(2001)-  35 11 42.29715(N)    078 29 12.59009(W)     ADJUSTED  
 AH5118* NAVD 88     -        57.125  (meters)     187.42   (feet)  ADJUSTED  
 AH5118  ___________________________________________________________________
 AH5118  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AH5118  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AH5118  DYNAMIC HT  -          57.074 (meters)     187.25  (feet)  COMP
 AH5118  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 AH5118
 AH5118  HORZ ORDER  -  THIRD
 AH5118  VERT ORDER  -  SECOND    CLASS II
 AH5118
 AH5118.The horizontal coordinates were established by classical geodetic methods
 AH5118.and adjusted by the National Geodetic Survey in August 2005.
 AH5118
 AH5118.The orthometric height was determined by differential leveling
 AH5118.and adjusted in March 2000.
 AH5118
 AH5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5118
 AH5118.The geoid height was determined by GEOID03.
 AH5118
 AH5118.The dynamic height is computed by dividing the NAVD 88
 AH5118.geopotential number by the normal gravity value computed on the
 AH5118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5118.degrees latitude (g = 980.6199 gals.).
 AH5118
 AH5118.The modeled gravity was interpolated from observed gravity values.
 AH5118
 AH5118;                    North         East     Units Scale Factor Converg.
 AH5118;SPC NC       -   160,423.666   656,329.922   MT  0.99987308   +0 17 46.3
 AH5118;SPC NC       -   526,323.31  2,153,309.09   sFT  0.99987308   +0 17 46.3
 AH5118;UTM  17      - 3,897,570.695   728,810.082   MT  1.00024526   +1 26 56.8
 AH5118
 AH5118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5118!SPC NC       -   0.99999639  x   0.99987308  =   0.99986947
 AH5118!UTM  17      -   0.99999639  x   1.00024526  =   1.00024165
 AH5118
 AH5118                          SUPERSEDED SURVEY CONTROL
 AH5118
 AH5118  NAD 83(1986)-  35 11 42.30286(N)    078 29 12.59468(W) AD(       ) 4
 AH5118  NAVD 88 (11/16/98)   57.12   (m)          187.4    (f) LEVELING    3  
 AH5118
 AH5118.Superseded values are not recommended for survey control.
 AH5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5118.See file dsdata.txt to determine how the superseded data were derived.
 AH5118
 AH5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2881097571(NAD 83)
 AH5118_MARKER: DB = BENCH MARK DISK
 AH5118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH5118_SP_SET: CONCRETE HEADWALL
 AH5118_STAMPING: 14 MEA 1980 188
 AH5118_MARK LOGO: NCGS  
 AH5118_PROJECTION: FLUSH
 AH5118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5118+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 AH5118
 AH5118  HISTORY     - Date     Condition        Report By
 AH5118  HISTORY     - 1980     MONUMENTED       USGS
 AH5118  HISTORY     - 19870101 GOOD             NCGS
 AH5118  HISTORY     - 20061220 GOOD             NCGS
 AH5118
 AH5118                          STATION DESCRIPTION
 AH5118
 AH5118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AH5118'STATION IS LOCATED IN SPIVEYS CORNER. AT THE US 421, NC 242 AND US 13
 AH5118'INTERSECTION, IN THE SOUTHEAST QUADRANT, AND IN THE SOUTH END OF THE
 AH5118'EAST HEADWALL. MARK IS 2-FEET LOWER THAN THE HIGHWAY. LOCATED 51.0 FT
 AH5118'(15.5 M) EAST-NORTHEAST OF THE CENTERLINE OF US 421, AND 23.4 FT (7.1
 AH5118'M) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL AT A POST WITH A REFERENCE
 AH5118'TAG.
 AH5118
 AH5118                          STATION RECOVERY (2006)
 AH5118
 AH5118'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 AH5118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4516 ***********************************************************************
 FA4516  DESIGNATION -  140 JAS
 FA4516  PID         -  FA4516
 FA4516  STATE/COUNTY-  NC/MECKLENBURG
 FA4516  USGS QUAD   -  DERITA (1993)
 FA4516
 FA4516                         *CURRENT SURVEY CONTROL
 FA4516  ___________________________________________________________________
 FA4516* NAD 83(2007)-  35 22 15.34851(N)    080 48 33.19682(W)     ADJUSTED  
 FA4516* NAVD 88     -       258.88   (meters)     849.3    (feet)  LEVELING  
 FA4516  ___________________________________________________________________
 FA4516  EPOCH DATE  -        2002.00
 FA4516  X           -     831,658.096 (meters)                     COMP
 FA4516  Y           -  -5,140,053.632 (meters)                     COMP
 FA4516  Z           -   3,671,632.502 (meters)                     COMP
 FA4516  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FA4516  ELLIP HEIGHT-         228.219 (meters)          (02/10/07) ADJUSTED
 FA4516  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FA4516
 FA4516  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4516  Type    PID    Designation                      North   East  Ellip
 FA4516  -------------------------------------------------------------------
 FA4516  NETWORK FA4516 140 JAS                           0.61   0.53   1.06
 FA4516  -------------------------------------------------------------------
 FA4516  VERT ORDER  -  THIRD ?
 FA4516
 FA4516.The horizontal coordinates were established by GPS observations
 FA4516.and adjusted by the National Geodetic Survey in February 2007.
 FA4516
 FA4516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4516.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4516.The horizontal coordinates are valid at the epoch date displayed above.
 FA4516.The epoch date for horizontal control is a decimal equivalence
 FA4516.of Year/Month/Day.
 FA4516
 FA4516.The orthometric height was determined by differential leveling.
 FA4516.The vertical network tie was performed by a horz. field party for horz.
 FA4516.obs reductions. Reset procedures were used to establish the elevation.
 FA4516
 FA4516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4516
 FA4516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4516
 FA4516.The ellipsoidal height was determined by GPS observations
 FA4516.and is referenced to NAD 83.
 FA4516
 FA4516.The geoid height was determined by GEOID03.
 FA4516
 FA4516;                    North         East     Units Scale Factor Converg.
 FA4516;SPC NC       -   181,307.949   445,219.193   MT  0.99987475   -1 02 39.2
 FA4516;SPC NC       -   594,841.16  1,460,689.97   sFT  0.99987475   -1 02 39.2
 FA4516;UTM  17      - 3,914,195.770   517,329.953   MT  0.99960370   +0 06 37.6
 FA4516
 FA4516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4516!SPC NC       -   0.99996418  x   0.99987475  =   0.99983893
 FA4516!UTM  17      -   0.99996418  x   0.99960370  =   0.99956789
 FA4516
 FA4516                          SUPERSEDED SURVEY CONTROL
 FA4516
 FA4516  NAD 83(2001)-  35 22 15.34865(N)    080 48 33.19688(W) AD(       ) 1
 FA4516  ELLIP H (03/27/03)  228.233  (m)                       GP(       ) 4 2
 FA4516  NAD 83(1986)-  35 22 15.36369(N)    080 48 33.20551(W) AD(       ) 1
 FA4516  NGVD 29 (11/20/91)  259.1    (m)          850.     (f) GPS OBS     3  
 FA4516
 FA4516.Superseded values are not recommended for survey control.
 FA4516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4516.See file dsdata.txt to determine how the superseded data were derived.
 FA4516
 FA4516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1733014196(NAD 83)
 FA4516_MARKER: DB = BENCH MARK DISK
 FA4516_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA4516_SP_SET: CONCRETE POST
 FA4516_STAMPING: 140 JAS 1966 850
 FA4516_MARK LOGO: USGS  
 FA4516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4516+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003
 FA4516
 FA4516  HISTORY     - Date     Condition        Report By
 FA4516  HISTORY     - 1966     MONUMENTED       USGS
 FA4516  HISTORY     - 19881115 GOOD             HOBBS
 FA4516  HISTORY     - 19960422 GOOD             NCGS
 FA4516  HISTORY     - 19970315 GOOD             USPSQD
 FA4516  HISTORY     - 19971008 GOOD             USPSQD
 FA4516  HISTORY     - 20030422 GOOD             NCGS
 FA4516
 FA4516                          STATION DESCRIPTION
 FA4516
 FA4516'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4516'STATION RECOVERED IN GOOD CONDITION IN MECKLENBURG COUNTY, 15.29 KM
 FA4516'(9.50 MI) NORTHEAST OF CHARLOTTE.
 FA4516'NEW DESCRIPTION FOLLOWS.TO REACH THE STATION FROM THE INTERSECTION OF
 FA4516'INTERSTATE 77 (EXIT 18) AND S.R.2483 (HARRIS BLVD), PROCEED EAST ON S
 FA4516'.R.2483 FOR 2.73 KM (1.70 MI) TO INTERSECTION OF ROUTE 115.  GO NORTH
 FA4516'ON ROUTE 115 FOR 2.65 KM (1.65 MI) TO INTERSECTION OF S.R.2459
 FA4516'(EASTFIELD ROAD).  GO NORTHEAST ON S.R.2459 FOR 1.93 KM (1.20 MI) TO
 FA4516'INTERSECTION OF S.R.2480 (BROWNE ROAD).
 FA4516'STATION IS LOCATED IN SOUTHEAST QUADRANT OF INTERSECTION. STATION IS
 FA4516'10.30 M (33.79 FT) S35E OF THE CENTERLINE OF S.R.2459, 10.42 M
 FA4516'(34.19 FT) N60E OF THE CENTERLINE OF S.R.2480, 3.65 M (11.98 FT) N35W
 FA4516'OF A TELEPHONE JUNCTION BOX NO.11127-PG6-401-600, AND TWO INCHES
 FA4516'NORTH OF A WITNESS POST.
 FA4516'TO REACH THE AZIMUTH MARK FROM THE GPS STATION, PROCEED NORTHEAST ON
 FA4516'EASTFIELD ROAD FOR 0.75 KM (0.47 MI) TO THE MARK IN THE EAST
 FA4516'RIGHT-OF-WAY OF THE ROAD, 1.06 M (3.48 FT) S38E OF THE EDGE OF
 FA4516'PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING N55E AND DISTANCE
 FA4516'743.107 M (2438.010 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4516'STAMPED 224.
 FA4516
 FA4516                          STATION RECOVERY (1996)
 FA4516
 FA4516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (TRW)
 FA4516'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF CHARLOTTE.
 FA4516'PROCEED ALONG SR 2483 (HARRIS BLVD) EAST FROM I-77 (EXIT 18) FOR 1.70
 FA4516'MI (2.74 KM) TO HIGHWAY 115, THENCE NORTH ON HWY 15 FOR 1.65 MI (2.66
 FA4516'KM) TO SR 2459 (EASTFIELD ROAD), THENCE NORTHEAST ON SR 2459 FOR 1.20
 FA4516'MI (1.93 KM) TO SR 2480 (BROWNE ROAD), TO STATION IN SOUTHEAST
 FA4516'QUADRANT.
 FA4516'MARK IS ABOUT 3-FEET HIGHER THAN EASTFIELD ROAD AND FLUSH WITH THE
 FA4516'GROUND. LOCATED 33.8 FT (10.3 M) SOUTHEAST OF THE CENTERLINE OF SR
 FA4516'2459, 34.2 FT (10.4 M) NORTHEAST OF THE CENTERLINE OF SR 2480, 15.0 FT
 FA4516'(4.6 M) SOUTHWEST OF THE NORTHWESTERN CORNER OF A CONCRETE PAD FOR A
 FA4516'TELEPHONE JUNCTION BOX, 86.6 FT (26.4 M) NORTH-NORTHWEST OF A FIRE
 FA4516'HYDRANT, 11.7 FT (3.6 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
 FA4516
 FA4516                          STATION RECOVERY (1997)
 FA4516
 FA4516'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4516'RECOVERED IN GOOD CONDITION.
 FA4516
 FA4516                          STATION RECOVERY (1997)
 FA4516
 FA4516'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4516'RECOVERED IN GOOD CONDITION.
 FA4516
 FA4516                          STATION RECOVERY (2003)
 FA4516
 FA4516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (TRW)
 FA4516'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF CHARLOTTE. PROCEED
 FA4516'ALONG SR 2483 (HARRIS BLVD) EAST FROM I-77 (EXIT 18) FOR 1.70 MI (2.74
 FA4516'KM) TO HIGHWAY 115, THENCE NORTH ON HWY 15 FOR 1.65 MI (2.66 KM) TO SR
 FA4516'2459 (EASTFIELD ROAD), THENCE NORTHEAST ON SR 2459 FOR 1.20 MI (1.93
 FA4516'KM) TO SR 2480 (BROWNE ROAD), TO STATION IN SOUTHEAST QUADRANT. MARK
 FA4516'IS ABOUT 3-FEET HIGHER THAN EASTFIELD ROAD AND FLUSH WITH THE GROUND.
 FA4516'LOCATED 33.8 FT (10.3 M) SOUTHEAST OF THE CENTERLINE OF SR 2459, 34.2
 FA4516'FT (10.4 M) NORTHEAST OF THE CENTERLINE OF SR 2480, 15.0 FT (4.6 M)
 FA4516'SOUTHWEST OF THE NORTHWESTERN CORNER OF A CONCRETE PAD FOR A TELEPHONE
 FA4516'JUNCTION BOX, 86.6 FT (26.4 M) NORTH-NORTHWEST OF A FIRE HYDRANT, 11.7
 FA4516'FT (3.6 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1435 ***********************************************************************
 EB1435  DESIGNATION -  141 JJS
 EB1435  PID         -  EB1435
 EB1435  STATE/COUNTY-  NC/SAMPSON
 EB1435  USGS QUAD   -  TOMAHAWK (1986)
 EB1435
 EB1435                         *CURRENT SURVEY CONTROL
 EB1435  ___________________________________________________________________
 EB1435* NAD 83(1986)-  34 42 40.     (N)    078 19 38.     (W)     SCALED    
 EB1435* NAVD 88     -        30.607  (meters)     100.42   (feet)  ADJUSTED  
 EB1435  ___________________________________________________________________
 EB1435  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EB1435  DYNAMIC HT  -          30.578 (meters)     100.32  (feet)  COMP
 EB1435  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EB1435
 EB1435  VERT ORDER  -  FIRST     CLASS II
 EB1435
 EB1435.The horizontal coordinates were scaled from a topographic map and have
 EB1435.an estimated accuracy of +/- 6 seconds.
 EB1435
 EB1435.The orthometric height was determined by differential leveling
 EB1435.and adjusted in June 1991.
 EB1435
 EB1435.The geoid height was determined by GEOID03.
 EB1435
 EB1435.The dynamic height is computed by dividing the NAVD 88
 EB1435.geopotential number by the normal gravity value computed on the
 EB1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1435.degrees latitude (g = 980.6199 gals.).
 EB1435
 EB1435.The modeled gravity was interpolated from observed gravity values.
 EB1435
 EB1435;                    North         East    Units  Estimated Accuracy
 EB1435;SPC NC       -   106,830.      671,230.      MT  (+/- 180 meters Scaled)
 EB1435
 EB1435                          SUPERSEDED SURVEY CONTROL
 EB1435
 EB1435  NGVD 29 (10/06/93)   30.848  (m)          101.21   (f) ADJUSTED    1 2
 EB1435
 EB1435.Superseded values are not recommended for survey control.
 EB1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1435.See file dsdata.txt to determine how the superseded data were derived.
 EB1435
 EB1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU447442(NAD 83)
 EB1435_MARKER: DB = BENCH MARK DISK
 EB1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1435_SP_SET: CONCRETE POST
 EB1435_STAMPING: 141 JJS 1951 101
 EB1435_MARK LOGO: USGS  
 EB1435_PROJECTION: PROJECTING 15 CENTIMETERS
 EB1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1435+STABILITY: SURFACE MOTION
 EB1435
 EB1435  HISTORY     - Date     Condition        Report By
 EB1435  HISTORY     - 1951     MONUMENTED       USGS
 EB1435  HISTORY     - 1980     GOOD             NCGS
 EB1435  HISTORY     - 1985     GOOD             USPSQD
 EB1435
 EB1435                          STATION DESCRIPTION
 EB1435
 EB1435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1435'7.0 MI WEST FROM HARRELLS.
 EB1435'6.5 MILES WEST ALONG N.C. 41 FROM INTERSECTION WITH N.C. 411, WEST OF
 EB1435'HARRELLS, AT INTERSECTION WITH OLD RAILROAD BED AT TOMAHAWK IN
 EB1435'SOUTHWEST QUADRANT, 77.3 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY
 EB1435'29.7 FEET EAST OF POWER POLE 36195 WITH REFERENCE TAG, 32.1 FEET
 EB1435'NORTHEAST OF TELEPHONE PEDESTAL AND 81.6 FEET SOUTH OF--HAWK--NCGS
 EB1435'TRAVERSE STATION.  THIS IS A STANDARD USGS DISK.
 EB1435'THE MARK IS 2 FT ABOVE HIGHWAY.
 EB1435
 EB1435                          STATION RECOVERY (1985)
 EB1435
 EB1435'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0099 ***********************************************************************
 FB0099  DESIGNATION -  1437
 FB0099  PID         -  FB0099
 FB0099  STATE/COUNTY-  NC/MCDOWELL
 FB0099  USGS QUAD   -  MARION WEST (1994)
 FB0099
 FB0099                         *CURRENT SURVEY CONTROL
 FB0099  ___________________________________________________________________
 FB0099* NAD 83(1986)-  35 41 01.     (N)    082 00 33.     (W)     SCALED    
 FB0099* NAVD 88     -       437.807  (meters)    1436.37   (feet)  ADJUSTED  
 FB0099  ___________________________________________________________________
 FB0099  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FB0099  DYNAMIC HT  -         437.367 (meters)    1434.93  (feet)  COMP
 FB0099  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 FB0099
 FB0099  VERT ORDER  -  FIRST     CLASS I
 FB0099
 FB0099.The horizontal coordinates were scaled from a topographic map and have
 FB0099.an estimated accuracy of +/- 6 seconds.
 FB0099
 FB0099.The orthometric height was determined by differential leveling
 FB0099.and adjusted in June 1991.
 FB0099.WARNING-Repeat measurements at this control monument indicate possible
 FB0099.vertical movement.
 FB0099
 FB0099.The geoid height was determined by GEOID03.
 FB0099
 FB0099.The dynamic height is computed by dividing the NAVD 88
 FB0099.geopotential number by the normal gravity value computed on the
 FB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0099.degrees latitude (g = 980.6199 gals.).
 FB0099
 FB0099.The modeled gravity was interpolated from observed gravity values.
 FB0099
 FB0099;                    North         East    Units  Estimated Accuracy
 FB0099;SPC NC       -   218,630.      337,270.      MT  (+/- 180 meters Scaled)
 FB0099
 FB0099                          SUPERSEDED SURVEY CONTROL
 FB0099
 FB0099  NGVD 29 (??/??/92)  437.913  (m)         1436.72   (f) ADJ UNCH    1 1
 FB0099
 FB0099.Superseded values are not recommended for survey control.
 FB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0099.See file dsdata.txt to determine how the superseded data were derived.
 FB0099
 FB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV086493(NAD 83)
 FB0099_MARKER: DB = BENCH MARK DISK
 FB0099_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB0099_SP_SET: STONE WATER TABLE
 FB0099_STAMPING: 1437
 FB0099_MARK LOGO: USGS  
 FB0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0099+STABILITY: SURFACE MOTION
 FB0099
 FB0099  HISTORY     - Date     Condition        Report By
 FB0099  HISTORY     - UNK      MONUMENTED       USGS
 FB0099  HISTORY     - 1967     GOOD             NGS
 FB0099  HISTORY     - 19890808 GOOD             NCGS
 FB0099
 FB0099                          STATION DESCRIPTION
 FB0099
 FB0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0099'0.3 MI NE FROM MARION.
 FB0099'ABOUT 0.05 MILE NORTH ALONG DEPOT STREET FROM THE SOUTHERN
 FB0099'RAILWAY COMPANY RAILROAD STATION AT MARION, THENCE 0.2 MILE
 FB0099'EAST ALONG HENDERSON STREET, THENCE 0.05 MILE NORTH ALONG MAIN
 FB0099'STREET, 150 FEET EAST OF THE CENTERLINE OF MAIN STREET, A U.S.
 FB0099'GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE WEST FACE OF THE
 FB0099'STONE WATER TABLE AT THE SOUTHWEST CORNER OF THE MC DOWELL
 FB0099'COUNTY COURTHOUSE, 56 FEET SOUTH OF THE CENTER OF THE WEST
 FB0099'ENTRANCE TO THE BUILDING, 1.4 FEET NORTH OF THE SOUTHWEST
 FB0099'CORNER OF THE BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL
 FB0099'OF THE GROUND.
 FB0099
 FB0099                          STATION RECOVERY (1989)
 FB0099
 FB0099'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FB0099'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0879 ***********************************************************************
 EY0879  DESIGNATION -  145
 EY0879  PID         -  EY0879
 EY0879  STATE/COUNTY-  NC/WILSON
 EY0879  USGS QUAD   -  WILSON (1978)
 EY0879
 EY0879                         *CURRENT SURVEY CONTROL
 EY0879  ___________________________________________________________________
 EY0879* NAD 83(1986)-  35 43 32.     (N)    077 54 37.     (W)     SCALED    
 EY0879* NAVD 88     -        43.761  (meters)     143.57   (feet)  POSTED    
 EY0879  ___________________________________________________________________
 EY0879  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EY0879  DYNAMIC HT  -          43.720 (meters)     143.44  (feet)  COMP
 EY0879  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 EY0879
 EY0879  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0879
 EY0879.The horizontal coordinates were scaled from a topographic map and have
 EY0879.an estimated accuracy of +/- 6 seconds.
 EY0879
 EY0879.The orthometric height was determined by differential leveling
 EY0879.and adjusted by the  in 1992.
 EY0879.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0879.rate of 1.1 thru 2.0 mm/km.
 EY0879
 EY0879.The geoid height was determined by GEOID03.
 EY0879
 EY0879.The dynamic height is computed by dividing the NAVD 88
 EY0879.geopotential number by the normal gravity value computed on the
 EY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0879.degrees latitude (g = 980.6199 gals.).
 EY0879
 EY0879.The modeled gravity was interpolated from observed gravity values.
 EY0879
 EY0879;                    North         East    Units  Estimated Accuracy
 EY0879;SPC NC       -   219,690.      708,180.      MT  (+/- 180 meters Scaled)
 EY0879
 EY0879                          SUPERSEDED SURVEY CONTROL
 EY0879
 EY0879  NGVD 29 (??/??/92)   44.08   (m)          144.6    (f) COMPUTED    2 0
 EY0879
 EY0879.Superseded values are not recommended for survey control.
 EY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0879.See file dsdata.txt to determine how the superseded data were derived.
 EY0879
 EY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE367574(NAD 83)
 EY0879_MARKER: DD = SURVEY DISK
 EY0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0879_SP_SET: STEP
 EY0879_STAMPING: REESTABLISHED 1923
 EY0879_MARK LOGO: USGS  
 EY0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0879
 EY0879  HISTORY     - Date     Condition        Report By
 EY0879  HISTORY     - 1923     MONUMENTED       USGS
 EY0879  HISTORY     - 1935     GOOD             CGS
 EY0879
 EY0879                          STATION DESCRIPTION
 EY0879
 EY0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0879'AT WILSON.
 EY0879'LOCATED AT WILSON, AT THE COUNTY COURTHOUSE, AT THE SOUTHEAST
 EY0879'CORNER OF THE MAIN ENTRANCE ON NASH STREET, AND IN THE THIRD
 EY0879'LOWEST STEP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0880 ***********************************************************************
 EY0880  DESIGNATION -  145 RESET
 EY0880  PID         -  EY0880
 EY0880  STATE/COUNTY-  NC/WILSON
 EY0880  USGS QUAD   -  WILSON (1978)
 EY0880
 EY0880                         *CURRENT SURVEY CONTROL
 EY0880  ___________________________________________________________________
 EY0880* NAD 83(1986)-  35 43 32.     (N)    077 54 37.     (W)     SCALED    
 EY0880* NAVD 88     -        43.757  (meters)     143.56   (feet)  ADJUSTED  
 EY0880  ___________________________________________________________________
 EY0880  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EY0880  DYNAMIC HT  -          43.719 (meters)     143.43  (feet)  COMP
 EY0880  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 EY0880
 EY0880  VERT ORDER  -  SECOND    CLASS I
 EY0880
 EY0880.The horizontal coordinates were scaled from a topographic map and have
 EY0880.an estimated accuracy of +/- 6 seconds.
 EY0880
 EY0880.The orthometric height was determined by differential leveling
 EY0880.and adjusted in June 1991.
 EY0880
 EY0880.The geoid height was determined by GEOID03.
 EY0880
 EY0880.The dynamic height is computed by dividing the NAVD 88
 EY0880.geopotential number by the normal gravity value computed on the
 EY0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0880.degrees latitude (g = 980.6199 gals.).
 EY0880
 EY0880.The modeled gravity was interpolated from observed gravity values.
 EY0880
 EY0880;                    North         East    Units  Estimated Accuracy
 EY0880;SPC NC       -   219,690.      708,180.      MT  (+/- 180 meters Scaled)
 EY0880
 EY0880                          SUPERSEDED SURVEY CONTROL
 EY0880
 EY0880  NGVD 29 (??/??/92)   44.074  (m)          144.60   (f) ADJ UNCH    2 1
 EY0880
 EY0880.Superseded values are not recommended for survey control.
 EY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0880.See file dsdata.txt to determine how the superseded data were derived.
 EY0880
 EY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE367574(NAD 83)
 EY0880_MARKER: DD = SURVEY DISK
 EY0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0880_SP_SET: STEP
 EY0880_STAMPING: 145 RALEIGH
 EY0880_MARK LOGO: USGS  
 EY0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0880
 EY0880  HISTORY     - Date     Condition        Report By
 EY0880  HISTORY     - UNK      MONUMENTED       USGS
 EY0880  HISTORY     - 1942     GOOD             CGS
 EY0880  HISTORY     - 20050728 GOOD             GEOCAC
 EY0880
 EY0880                          STATION DESCRIPTION
 EY0880
 EY0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EY0880'AT WILSON.
 EY0880'AT WILSON, WILSON COUNTY, AT THE SOUTHEAST CORNER OF THE COUNTY
 EY0880'COURTHOUSE, AT THE MAIN ENTRANCE ON NASH STREET, AND IN THE THIRD
 EY0880'LOWEST STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 EY0880'STAMPED 145 RALEIGH.
 EY0880
 EY0880                          STATION RECOVERY (2005)
 EY0880
 EY0880'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY0880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1667 ***********************************************************************
 FB1667  DESIGNATION -  1455.0
 FB1667  PID         -  FB1667
 FB1667  STATE/COUNTY-  NC/SWAIN
 FB1667  USGS QUAD   -  TAPOCO (1978)
 FB1667
 FB1667                         *CURRENT SURVEY CONTROL
 FB1667  ___________________________________________________________________
 FB1667* NAD 83(1986)-  35 27 48.     (N)    083 53 42.     (W)     SCALED    
 FB1667* NAVD 88     -       443.592  (meters)    1455.35   (feet)  ADJUSTED  
 FB1667  ___________________________________________________________________
 FB1667  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FB1667  DYNAMIC HT  -         443.153 (meters)    1453.91  (feet)  COMP
 FB1667  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 FB1667
 FB1667  VERT ORDER  -  FIRST     CLASS II
 FB1667
 FB1667.The horizontal coordinates were scaled from a topographic map and have
 FB1667.an estimated accuracy of +/- 6 seconds.
 FB1667
 FB1667.The orthometric height was determined by differential leveling
 FB1667.and adjusted in June 1991.
 FB1667
 FB1667.The geoid height was determined by GEOID03.
 FB1667
 FB1667.The dynamic height is computed by dividing the NAVD 88
 FB1667.geopotential number by the normal gravity value computed on the
 FB1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1667.degrees latitude (g = 980.6199 gals.).
 FB1667
 FB1667.The modeled gravity was interpolated from observed gravity values.
 FB1667
 FB1667;                    North         East    Units  Estimated Accuracy
 FB1667;SPC NC       -   201,010.      165,510.      MT  (+/- 180 meters Scaled)
 FB1667
 FB1667                          SUPERSEDED SURVEY CONTROL
 FB1667
 FB1667  NGVD 29 (??/??/92)  443.689  (m)         1455.67   (f) ADJ UNCH    1 2
 FB1667
 FB1667.Superseded values are not recommended for survey control.
 FB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1667.See file dsdata.txt to determine how the superseded data were derived.
 FB1667
 FB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV372282(NAD 83)
 FB1667_MARKER: Q = CHISELED SQUARE
 FB1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1667_SP_SET: CULVERT
 FB1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1667
 FB1667  HISTORY     - Date     Condition        Report By
 FB1667  HISTORY     - UNK      MONUMENTED       USGS
 FB1667  HISTORY     - 1952     MARK NOT FOUND   TVA
 FB1667
 FB1667                          STATION DESCRIPTION
 FB1667
 FB1667'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1667'8.2 MI W FROM FONTANA.
 FB1667'8.2 MILES WEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY
 FB1667'288, 2.8 MILES EAST OF THE NORTH CAROLINA-TENNESSEE STATE
 FB1667'LINE, ON THE NORTH END OF A MASONRY CULVERT, 15 FEET NORTH
 FB1667'OF THE CENTERLINE OF THE HIGHWAY, AND 2 1/2 FEET HIGHER THAN
 FB1667'THE HIGHWAY.  A CHISELED SQUARE, SURROUNDING BY THE PAINTED
 FB1667'LETTERS U.S.B.M. 1455.0.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4923 ***********************************************************************
 EZ4923  DESIGNATION -  146 WSM
 EZ4923  PID         -  EZ4923
 EZ4923  STATE/COUNTY-  NC/HARNETT
 EZ4923  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4923
 EZ4923                         *CURRENT SURVEY CONTROL
 EZ4923  ___________________________________________________________________
 EZ4923* NAD 83(2001)-  35 19 37.98204(N)    078 52 00.55363(W)     ADJUSTED  
 EZ4923* NAVD 88     -        82.68   (+/-2cm)     271.3    (feet)  VERTCON   
 EZ4923  ___________________________________________________________________
 EZ4923  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EZ4923  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EZ4923  HORZ ORDER  -  SECOND
 EZ4923  VERT ORDER  -  THIRD ? (See Below)
 EZ4923
 EZ4923.The horizontal coordinates were established by classical geodetic methods
 EZ4923.and adjusted by the National Geodetic Survey in August 2005.
 EZ4923
 EZ4923.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4923.The vertical order pertains to the NGVD 29 superseded value.
 EZ4923
 EZ4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4923
 EZ4923.The geoid height was determined by GEOID03.
 EZ4923
 EZ4923;                    North         East     Units Scale Factor Converg.
 EZ4923;SPC NC       -   174,968.875   621,708.804   MT  0.99987346   +0 04 36.7
 EZ4923;SPC NC       -   574,043.72  2,039,722.97   sFT  0.99987346   +0 04 36.7
 EZ4923;UTM  17      - 3,911,418.888   693,893.046   MT  1.00006332   +1 14 02.0
 EZ4923
 EZ4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4923!SPC NC       -   0.99999221  x   0.99987346  =   0.99986567
 EZ4923!UTM  17      -   0.99999221  x   1.00006332  =   1.00005553
 EZ4923
 EZ4923                          SUPERSEDED SURVEY CONTROL
 EZ4923
 EZ4923  NAD 83(1986)-  35 19 37.98845(N)    078 52 00.56183(W) AD(       ) 2
 EZ4923  NAD 27      -  35 19 37.40659(N)    078 52 01.47252(W) AD(       ) 2
 EZ4923  NGVD 29 (07/19/86)   82.93   (m)          272.1    (f) LEVELING    3  
 EZ4923
 EZ4923.Superseded values are not recommended for survey control.
 EZ4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4923.See file dsdata.txt to determine how the superseded data were derived.
 EZ4923
 EZ4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9389311419(NAD 83)
 EZ4923_MARKER: DD = SURVEY DISK
 EZ4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4923_STAMPING: 146 WSM 1955 272
 EZ4923_MARK LOGO: USGS  
 EZ4923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4923+STABILITY: SURFACE MOTION
 EZ4923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4923+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EZ4923
 EZ4923  HISTORY     - Date     Condition        Report By
 EZ4923  HISTORY     - 1955     MONUMENTED       USGS
 EZ4923  HISTORY     - 1972     GOOD             NCGS
 EZ4923  HISTORY     - 20010529 GOOD             NCGS
 EZ4923
 EZ4923                          STATION DESCRIPTION
 EZ4923
 EZ4923'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (JCE)
 EZ4923'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LILLINGTON ALONG THE
 EZ4923'WEST SIDE OF STATE HIGHWAY 210.  STATION IS 30 FEET WEST OF THE
 EZ4923'APPROXIMATE CENTER OF HIGHWAY, 28 FEET SOUTHEAST OF THE SOUTHEAST
 EZ4923'CORNER OF TOBACCO BARN AND 1.5 FEET EAST OF TELEPHONE POLE.  THE
 EZ4923'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK IN A 6X6 CONCRETE
 EZ4923'POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED 146
 EZ4923'WSM 1955 272.
 EZ4923'
 EZ4923'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION STATION
 EZ4923'CLAYT AND THE DISTANCE IS 35.419 METERS OF 116.20 FEET NORTHEAST.
 EZ4923'
 EZ4923'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND 421 AND
 EZ4923'STATE HIGHWAYS 27 AND 210 AT THE MAIN INTERSECTION IN LILLINGTON GO
 EZ4923'SOUTHERLY ON U.S. HIGHWAY 401 AND STATE HIGHWAY 210 FOR 0.5 MILE TO
 EZ4923'FORKS AND JUNCTION OF THE TWO HIGHWAYS.  KEEP RIGHT FORK ON STATE
 EZ4923'HIGHWAY 210 AND GO SOUTHWEST FOR 5.3 MILES TO TOBACCO BARNS AND
 EZ4923'STATION ON THE RIGHT AS DESCRIBED.
 EZ4923
 EZ4923                          STATION RECOVERY (1972)
 EZ4923
 EZ4923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4923'MARK 146 WSM 1955 272 WAS RECOVERED IN GOOD CONDITION.
 EZ4923
 EZ4923                          STATION RECOVERY (2001)
 EZ4923
 EZ4923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ4923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1705 ***********************************************************************
 FB1705  DESIGNATION -  1467.7
 FB1705  PID         -  FB1705
 FB1705  STATE/COUNTY-  NC/SWAIN
 FB1705  USGS QUAD   -  NOLAND CREEK (1978)
 FB1705
 FB1705                         *CURRENT SURVEY CONTROL
 FB1705  ___________________________________________________________________
 FB1705* NAD 83(1986)-  35 26 09.     (N)    083 35 06.     (W)     SCALED    
 FB1705* NAVD 88     -       447.31   (+/-2cm)    1467.5    (feet)  VERTCON   
 FB1705  ___________________________________________________________________
 FB1705  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1705  VERT ORDER  -  ? (See Below)
 FB1705
 FB1705.The horizontal coordinates were scaled from a topographic map and have
 FB1705.an estimated accuracy of +/- 6 seconds.
 FB1705
 FB1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1705.The vertical order pertains to the NGVD 29 superseded value.
 FB1705
 FB1705.The geoid height was determined by GEOID03.
 FB1705
 FB1705;                    North         East    Units  Estimated Accuracy
 FB1705;SPC NC       -   196,620.      193,480.      MT  (+/- 180 meters Scaled)
 FB1705
 FB1705                          SUPERSEDED SURVEY CONTROL
 FB1705
 FB1705  NGVD 29 (??/??/92)  447.357  (m)         1467.70   (f) ADJ UNCH    ?  
 FB1705
 FB1705.Superseded values are not recommended for survey control.
 FB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1705.See file dsdata.txt to determine how the superseded data were derived.
 FB1705
 FB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653244(NAD 83)
 FB1705_MARKER: X = CHISELED CROSS
 FB1705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1705_SP_SET: BRIDGE
 FB1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1705
 FB1705  HISTORY     - Date     Condition        Report By
 FB1705  HISTORY     - UNK      MONUMENTED       DOD
 FB1705  HISTORY     - 1934     GOOD             NGS
 FB1705
 FB1705                          STATION DESCRIPTION
 FB1705
 FB1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1705'0.2 MI SW FROM BUSHNELL.
 FB1705'0.2 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1705'AT BUSHNELL, SWAIN COUNTY, 500 FEET UPSTREAM FROM THE JUNCTION
 FB1705'OF TUCKASEGEE AND LITTLE TENNESSEE RIVERS, AT A BRIDGE OVER
 FB1705'TUCKASEGEE RIVER, ON THE EAST END OF THE NORTHERNMOST PIER, 5
 FB1705'FEET EAST OF THE EAST RAIL, AND 7 FEET LOWER THAN THE TRACK.
 FB1705'A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5352 ***********************************************************************
 FA5352  DESIGNATION -  15 ATA
 FA5352  PID         -  FA5352
 FA5352  STATE/COUNTY-  NC/ALEXANDER
 FA5352  USGS QUAD   -  ELLENDALE (1970)
 FA5352
 FA5352                         *CURRENT SURVEY CONTROL
 FA5352  ___________________________________________________________________
 FA5352* NAD 83(2007)-  35 52 54.04473(N)    081 18 26.09453(W)     ADJUSTED  
 FA5352* NAVD 88     -       320.61   (+/-2cm)    1051.9    (feet)  VERTCON   
 FA5352  ___________________________________________________________________
 FA5352  EPOCH DATE  -        2002.00
 FA5352  X           -     781,967.084 (meters)                     COMP
 FA5352  Y           -  -5,114,505.101 (meters)                     COMP
 FA5352  Z           -   3,717,731.280 (meters)                     COMP
 FA5352  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FA5352  ELLIP HEIGHT-         288.097 (meters)          (02/10/07) ADJUSTED
 FA5352  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 FA5352
 FA5352  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5352  Type    PID    Designation                      North   East  Ellip
 FA5352  -------------------------------------------------------------------
 FA5352  NETWORK FA5352 15 ATA                            0.61   0.51   1.43
 FA5352  -------------------------------------------------------------------
 FA5352  VERT ORDER  -  THIRD ? (See Below)
 FA5352
 FA5352.The horizontal coordinates were established by GPS observations
 FA5352.and adjusted by the National Geodetic Survey in February 2007.
 FA5352
 FA5352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5352.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5352.The horizontal coordinates are valid at the epoch date displayed above.
 FA5352.The epoch date for horizontal control is a decimal equivalence
 FA5352.of Year/Month/Day.
 FA5352
 FA5352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5352.The vertical order pertains to the NGVD 29 superseded value.
 FA5352
 FA5352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5352
 FA5352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5352
 FA5352.The ellipsoidal height was determined by GPS observations
 FA5352.and is referenced to NAD 83.
 FA5352
 FA5352.The geoid height was determined by GEOID03.
 FA5352
 FA5352;                    North         East     Units Scale Factor Converg.
 FA5352;SPC NC       -   238,893.660   401,293.614   MT  0.99993291   -1 19 54.0
 FA5352;SPC NC       -   783,770.28  1,316,577.47   sFT  0.99993291   -1 19 54.0
 FA5352;UTM  17      - 3,970,868.648   472,267.077   MT  0.99960948   -0 10 48.3
 FA5352
 FA5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5352!SPC NC       -   0.99995478  x   0.99993291  =   0.99988770
 FA5352!UTM  17      -   0.99995478  x   0.99960948  =   0.99956428
 FA5352
 FA5352                          SUPERSEDED SURVEY CONTROL
 FA5352
 FA5352  NAD 83(2001)-  35 52 54.04496(N)    081 18 26.09434(W) AD(       ) 1
 FA5352  ELLIP H (03/13/03)  288.091  (m)                       GP(       ) 4 2
 FA5352  NAD 83(1986)-  35 52 54.05075(N)    081 18 26.09933(W) AD(       ) 1
 FA5352  NGVD 29 (11/04/93)  320.79   (m)         1052.5    (f) LEVELING    3  
 FA5352
 FA5352.Superseded values are not recommended for survey control.
 FA5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5352.See file dsdata.txt to determine how the superseded data were derived.
 FA5352
 FA5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7226770869(NAD 83)
 FA5352_MARKER: DB = BENCH MARK DISK
 FA5352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FA5352_SP_SET: SET IN WINGWALL OF BRIDGE
 FA5352_STAMPING: 15 ATA 1951 1053
 FA5352_MARK LOGO: USGS  
 FA5352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5352+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 FA5352
 FA5352  HISTORY     - Date     Condition        Report By
 FA5352  HISTORY     - 1951     MONUMENTED       USGS
 FA5352  HISTORY     - 19910327 GOOD             NCGS
 FA5352
 FA5352                          STATION DESCRIPTION
 FA5352
 FA5352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5352'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF BETHLEHEM AND 7.9 MI
 FA5352'(12.7 KM) WEST-SOUTHWEST OF TAYLORSVILLE IN THE COMMUNITY OF LITTLE
 FA5352'RIVER AT THE NC 127 BRIDGE OVER LITTLE RIVER, IN THE SOUTHWEST
 FA5352'WINGWALL.
 FA5352'MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD AND IS SET FLUSH IN THE
 FA5352'WINGWALL. LOCATED 18.0 FT (5.5 M) NORTHWEST OF THE CENTERLINE OF NC
 FA5352'127, 3.0 FT (0.9 M) NORTHWEST OF SOUTH END OF WEST BRIDGE RAIL, AND
 FA5352'3.3 FT (1.0 M) EAST OF WEST END OF WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2449 ***********************************************************************
 FX2449  DESIGNATION -  15 BRP
 FX2449  PID         -  FX2449
 FX2449  STATE/COUNTY-  NC/HALIFAX
 FX2449  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2449
 FX2449                         *CURRENT SURVEY CONTROL
 FX2449  ___________________________________________________________________
 FX2449* NAD 83(1986)-  36 16 10.     (N)    077 29 02.     (W)     SCALED    
 FX2449* NAVD 88     -        14.752  (meters)      48.40   (feet)  ADJUSTED  
 FX2449  ___________________________________________________________________
 FX2449  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 FX2449  DYNAMIC HT  -          14.741 (meters)      48.36  (feet)  COMP
 FX2449  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 FX2449
 FX2449  VERT ORDER  -  SECOND    CLASS II
 FX2449
 FX2449.The horizontal coordinates were scaled from a topographic map and have
 FX2449.an estimated accuracy of +/- 6 seconds.
 FX2449
 FX2449.The orthometric height was determined by differential leveling
 FX2449.and adjusted in June 1991.
 FX2449
 FX2449.The geoid height was determined by GEOID03.
 FX2449
 FX2449.The dynamic height is computed by dividing the NAVD 88
 FX2449.geopotential number by the normal gravity value computed on the
 FX2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2449.degrees latitude (g = 980.6199 gals.).
 FX2449
 FX2449.The modeled gravity was interpolated from observed gravity values.
 FX2449
 FX2449;                    North         East    Units  Estimated Accuracy
 FX2449;SPC NC       -   280,540.      745,830.      MT  (+/- 180 meters Scaled)
 FX2449
 FX2449                          SUPERSEDED SURVEY CONTROL
 FX2449
 FX2449  NGVD 29 (??/??/92)   15.082  (m)           49.48   (f) ADJ UNCH    2 2
 FX2449
 FX2449.Superseded values are not recommended for survey control.
 FX2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2449.See file dsdata.txt to determine how the superseded data were derived.
 FX2449
 FX2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF768166(NAD 83)
 FX2449_MARKER: DB = BENCH MARK DISK
 FX2449_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2449_SP_SET: WHEELGUARD
 FX2449_STAMPING: 15 BRP 1975
 FX2449_MARK LOGO: USGS  
 FX2449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2449
 FX2449  HISTORY     - Date     Condition        Report By
 FX2449  HISTORY     - 1975     MONUMENTED       NCGS
 FX2449  HISTORY     - 1987     GOOD             USPSQD
 FX2449  HISTORY     - 19930406 GOOD             NCGS
 FX2449
 FX2449                          STATION DESCRIPTION
 FX2449
 FX2449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2449'1.1 MI N FROM TILLERY.
 FX2449'15 BRP IS LOCATED APPROXIMATELY 7.2 MILES SE OF HALIFAX.  TO REACH
 FX2449'STATION FROM INTERSECTION OF NC 561 WITH NC 481 IN TILLERY, PROCEED
 FX2449'WESTERLY ALONG NC 561 FOR 1.2 MILES TO A BRIDGE OVER CONOCONNARA SWAMP
 FX2449'AND STATION IN NORTH END OF THE WEST WHEEL GUARD.  15.0 FT. NW OF C/L
 FX2449'OF NC 561, 32.6 FT. NNE OF C/L OF BRIDGE, 1.2 FT. SOUTH OF CENTER OF
 FX2449'TOP OF NW END OF BRIDGE RAIL, 1.4 FT. SW OF 4 X 4 HIGHWAY REFLECTOR
 FX2449'SIGN POST, AND 36.9 FT. WEST OF 4 X 4 HIGHWAY NO PARKING SIGN POST.
 FX2449'DISK IS SET FLUSH IN DRILL HOLE IN A CONCRETE BRIDGE CURB.
 FX2449
 FX2449                          STATION RECOVERY (1987)
 FX2449
 FX2449'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 FX2449'RECOVERED IN GOOD CONDITION.
 FX2449
 FX2449                          STATION RECOVERY (1993)
 FX2449
 FX2449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8533 ***********************************************************************
 AF8533  DESIGNATION -  15 CRH
 AF8533  PID         -  AF8533
 AF8533  STATE/COUNTY-  NC/HERTFORD
 AF8533  USGS QUAD   -  WOODLAND (1977)
 AF8533
 AF8533                         *CURRENT SURVEY CONTROL
 AF8533  ___________________________________________________________________
 AF8533* NAD 83(2001)-  36 17 50.15837(N)    077 10 21.19294(W)     ADJUSTED  
 AF8533* NAVD 88     -        20.34   (meters)      66.7    (feet)  LEVELING  
 AF8533  ___________________________________________________________________
 AF8533  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AF8533  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AF8533  HORZ ORDER  -  SECOND
 AF8533  VERT ORDER  -  THIRD
 AF8533
 AF8533.This mark is at Tri-Co Airport (ASJ)
 AF8533
 AF8533.The horizontal coordinates were established by classical geodetic methods
 AF8533.and adjusted by the National Geodetic Survey in August 2005.
 AF8533
 AF8533.The orthometric height was determined by differential leveling.
 AF8533.The vertical network tie was performed by a horz. field party for horz.
 AF8533.obs reductions. Reset procedures were used to establish the elevation.
 AF8533
 AF8533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8533
 AF8533.The geoid height was determined by GEOID03.
 AF8533
 AF8533;                    North         East     Units Scale Factor Converg.
 AF8533;SPC NC       -   284,096.677   773,747.078   MT  1.00003907   +1 03 17.1
 AF8533;SPC NC       -   932,073.85  2,538,535.21   sFT  1.00003907   +1 03 17.1
 AF8533;UTM  18      - 4,019,110.535   304,916.293   MT  1.00006893   -1 17 11.4
 AF8533
 AF8533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8533!SPC NC       -   1.00000229  x   1.00003907  =   1.00004136
 AF8533!UTM  18      -   1.00000229  x   1.00006893  =   1.00007122
 AF8533
 AF8533                          SUPERSEDED SURVEY CONTROL
 AF8533
 AF8533  NAD 83(1986)-  36 17 50.16648(N)    077 10 21.20637(W) AD(       ) 2
 AF8533
 AF8533.Superseded values are not recommended for survey control.
 AF8533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8533.See file dsdata.txt to determine how the superseded data were derived.
 AF8533
 AF8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0491619111(NAD 83)
 AF8533_MARKER: DD = SURVEY DISK
 AF8533_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8533_SP_SET: CONCRETE SIDEWALK
 AF8533_STAMPING: 15 CRH 1972 68
 AF8533_MARK LOGO: USGS  
 AF8533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8533+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 AF8533
 AF8533  HISTORY     - Date     Condition        Report By
 AF8533  HISTORY     - 1972     MONUMENTED       USGS
 AF8533  HISTORY     - 19920930 GOOD             NCGS
 AF8533
 AF8533                          STATION DESCRIPTION
 AF8533
 AF8533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 AF8533'STATION IS LOCATED 3.3 MI (5.3 KM) SOUTHEAST OF WOODLAND AT TRI-COUNTY
 AF8533'AIRPORT. MARK IS ABOUT 0.15 MI (0.24 KM) NORTH OF THE PRESENT FLIGHT
 AF8533'OPERATIONS TERMINAL, ON PROLONGATION OF THE EAST WALL, AND IN THE
 AF8533'SIDEWALK AT THE NORTHEAST CORNER OF, THE OLD OPERATIONS BUILDING (NOW
 AF8533'USED FOR STORAGE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5338 ***********************************************************************
 AI5338  DESIGNATION -  15 DOP
 AI5338  PID         -  AI5338
 AI5338  STATE/COUNTY-  NC/HALIFAX
 AI5338  USGS QUAD   -  HOBGOOD (1962)
 AI5338
 AI5338                         *CURRENT SURVEY CONTROL
 AI5338  ___________________________________________________________________
 AI5338* NAD 83(2007)-  36 01 12.71226(N)    077 24 35.43629(W)     ADJUSTED  
 AI5338* NAVD 88     -        26.941  (meters)      88.39   (feet)  ADJUSTED  
 AI5338  ___________________________________________________________________
 AI5338  EPOCH DATE  -        2002.00
 AI5338  X           -   1,125,772.879 (meters)                     COMP
 AI5338  Y           -  -5,040,485.812 (meters)                     COMP
 AI5338  Z           -   3,729,999.663 (meters)                     COMP
 AI5338  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AI5338  ELLIP HEIGHT-          -8.330 (meters)          (02/10/07) ADJUSTED
 AI5338  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AI5338  DYNAMIC HT  -          26.918 (meters)      88.31  (feet)  COMP
 AI5338
 AI5338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5338  Type    PID    Designation                      North   East  Ellip
 AI5338  -------------------------------------------------------------------
 AI5338  NETWORK AI5338 15 DOP                            0.45   0.39   1.20
 AI5338  -------------------------------------------------------------------
 AI5338  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 AI5338
 AI5338  VERT ORDER  -  SECOND    CLASS II
 AI5338
 AI5338.The horizontal coordinates were established by GPS observations
 AI5338.and adjusted by the National Geodetic Survey in February 2007.
 AI5338
 AI5338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5338.The horizontal coordinates are valid at the epoch date displayed above.
 AI5338.The epoch date for horizontal control is a decimal equivalence
 AI5338.of Year/Month/Day.
 AI5338
 AI5338.The orthometric height was determined by differential leveling
 AI5338.and adjusted in July 2000.
 AI5338.No vertical observational check was made to the station.
 AI5338
 AI5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5338
 AI5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5338
 AI5338.The ellipsoidal height was determined by GPS observations
 AI5338.and is referenced to NAD 83.
 AI5338
 AI5338.The geoid height was determined by GEOID03.
 AI5338
 AI5338.The dynamic height is computed by dividing the NAVD 88
 AI5338.geopotential number by the normal gravity value computed on the
 AI5338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5338.degrees latitude (g = 980.6199 gals.).
 AI5338
 AI5338.The modeled gravity was interpolated from observed gravity values.
 AI5338
 AI5338;                    North         East     Units Scale Factor Converg.
 AI5338;SPC NC       -   252,989.720   752,927.516   MT  0.99996241   +0 55 04.0
 AI5338;SPC NC       -   830,017.11  2,470,229.69   sFT  0.99996241   +0 55 04.0
 AI5338;UTM  18      - 3,988,875.216   282,842.025   MT  1.00018110   -1 25 03.8
 AI5338
 AI5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5338!SPC NC       -   1.00000131  x   0.99996241  =   0.99996372
 AI5338!UTM  18      -   1.00000131  x   1.00018110  =   1.00018241
 AI5338
 AI5338                          SUPERSEDED SURVEY CONTROL
 AI5338
 AI5338  NAD 83(2001)-  36 01 12.71239(N)    077 24 35.43589(W) AD(       ) 1
 AI5338  ELLIP H (03/13/03)   -8.319  (m)                       GP(       ) 4 2
 AI5338  NAD 83(1986)-  36 01 12.72082(N)    077 24 35.44687(W) AD(       ) 1
 AI5338  NAVD 88 (03/10/00)   26.94   (m)           88.4    (f) LEVELING    3  
 AI5338
 AI5338.Superseded values are not recommended for survey control.
 AI5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5338.See file dsdata.txt to determine how the superseded data were derived.
 AI5338
 AI5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8284288875(NAD 83)
 AI5338_MARKER: DB = BENCH MARK DISK
 AI5338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5338_SP_SET: HEADWALL
 AI5338_STAMPING: 15 DOP 1961 89
 AI5338_MARK LOGO: USGS  
 AI5338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5338+STABILITY: SURFACE MOTION
 AI5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5338+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1993
 AI5338
 AI5338  HISTORY     - Date     Condition        Report By
 AI5338  HISTORY     - 1961     MONUMENTED       USGS
 AI5338  HISTORY     - 19930208 GOOD             NCGS
 AI5338
 AI5338                          STATION DESCRIPTION
 AI5338
 AI5338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AI5338'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF HOBGOOD. ALONG
 AI5338'NC 122 (PINE STREET) FOR 0.9 MI (1.4 KM) SOUTHWEST FROM NC 125
 AI5338'(COMMERCE STREET) IN HOBGOOD, IN THE SOUTH-QUADRANT OF THE
 AI5338'T-INTERSECTION WITH SR 1821 (PURVIS FARM ROAD), IN THE NORTHEAST END
 AI5338'OF THE SOUTHEAST HIGHWAY HEADWALL. MARK IS ABOUT LEVEL WITH THE
 AI5338'HIGHWAY.  LOCATED 22.2 FT (6.8 M) SOUTHEAST OF THE CENTERLINE OF THE
 AI5338'HIGHWAY, 94.3 FT (28.7 M) SOUTH OF THE CENTERLINE OF THE
 AI5338'T-INTERSECTION, 49.7 FT (15.1 M) WEST OF THE CLAUDE SHERROD HEADSTONE,
 AI5338'AND 8.9 FT (2.7 M) NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8587 ***********************************************************************
 AE8587  DESIGNATION -  15 DRD
 AE8587  PID         -  AE8587
 AE8587  STATE/COUNTY-  NC/MCDOWELL
 AE8587  USGS QUAD   -  GLENWOOD (1993)
 AE8587
 AE8587                         *CURRENT SURVEY CONTROL
 AE8587  ___________________________________________________________________
 AE8587* NAD 83(1986)-  35 33 58.     (N)    081 56 22.     (W)     SCALED    
 AE8587* NAVD 88     -       369.452  (meters)    1212.11   (feet)  ADJUSTED  
 AE8587  ___________________________________________________________________
 AE8587  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AE8587  DYNAMIC HT  -         369.085 (meters)    1210.91  (feet)  COMP
 AE8587  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 AE8587
 AE8587  VERT ORDER  -  SECOND    CLASS II
 AE8587
 AE8587.The horizontal coordinates were scaled from a topographic map and have
 AE8587.an estimated accuracy of +/- 6 seconds.
 AE8587
 AE8587.The orthometric height was determined by differential leveling
 AE8587.and adjusted in May 1998.
 AE8587
 AE8587.The geoid height was determined by GEOID03.
 AE8587
 AE8587.The dynamic height is computed by dividing the NAVD 88
 AE8587.geopotential number by the normal gravity value computed on the
 AE8587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8587.degrees latitude (g = 980.6199 gals.).
 AE8587
 AE8587.The modeled gravity was interpolated from observed gravity values.
 AE8587
 AE8587;                    North         East    Units  Estimated Accuracy
 AE8587;SPC NC       -   205,410.      343,200.      MT  (+/- 180 meters Scaled)
 AE8587
 AE8587                          SUPERSEDED SURVEY CONTROL
 AE8587
 AE8587.No superseded survey control is available for this station.
 AE8587
 AE8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV148362(NAD 83)
 AE8587_MARKER: DB = BENCH MARK DISK
 AE8587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8587_SP_SET: HEADWALL
 AE8587_STAMPING: 15 DRD 1958 1213
 AE8587_MARK LOGO: USGS  
 AE8587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8587+STABILITY: SURFACE MOTION
 AE8587
 AE8587  HISTORY     - Date     Condition        Report By
 AE8587  HISTORY     - 1958     MONUMENTED       USGS
 AE8587  HISTORY     - 19890109 POOR             NCGS
 AE8587
 AE8587                          STATION DESCRIPTION
 AE8587
 AE8587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AE8587'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) WEST-SOUTHWEST OF
 AE8587'DYSARTSVILLE, AND 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF MARION. ALONG
 AE8587'SR 1802 (VEIN MTN RD) FOR 3.06 KM (1.90 MI) NORTHEAST FROM SR 1781
 AE8587'(POLLY SPOUT RD-OLD US 221), OR 0.88 KM (0.55 MI) SOUTHWEST OF SR 1783
 AE8587'(MACEDONIA CHURCH LOOP RD), ON NORTHWEST SIDE OF ROAD IN NORTH END OF
 AE8587'AN L-SHAPED HEADWALL. MARK IS FLUSH IN A DRILL HOLE IN THE CONCRETE
 AE8587'HEADWALL AND ABOUT 1 1/2-FEET LOWER THAN ROAD. LOCATED 5.50 M (18.04
 AE8587'FT) NORTHWEST OF THE CENTERLINE OF ROAD--AND 19.0 M (62.3 FT)
 AE8587'NORTHEAST OF AN 18-INCH OAK, 16.0 M (52.5 FT) WEST OF AND ACROSS ROAD
 AE8587'FROM A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2299 ***********************************************************************
 FY2299  DESIGNATION -  15 MAX
 FY2299  PID         -  FY2299
 FY2299  STATE/COUNTY-  NC/CASWELL
 FY2299  USGS QUAD   -  PARK SPRING (1994)
 FY2299
 FY2299                         *CURRENT SURVEY CONTROL
 FY2299  ___________________________________________________________________
 FY2299* NAD 83(1986)-  36 22 43.     (N)    079 24 19.     (W)     SCALED    
 FY2299* NAVD 88     -       199.141  (meters)     653.35   (feet)  ADJUSTED  
 FY2299  ___________________________________________________________________
 FY2299  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FY2299  DYNAMIC HT  -         198.979 (meters)     652.82  (feet)  COMP
 FY2299  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 FY2299
 FY2299  VERT ORDER  -  FIRST     CLASS II
 FY2299
 FY2299.The horizontal coordinates were scaled from a topographic map and have
 FY2299.an estimated accuracy of +/- 6 seconds.
 FY2299
 FY2299.The orthometric height was determined by differential leveling
 FY2299.and adjusted in June 1991.
 FY2299
 FY2299.The geoid height was determined by GEOID03.
 FY2299
 FY2299.The dynamic height is computed by dividing the NAVD 88
 FY2299.geopotential number by the normal gravity value computed on the
 FY2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2299.degrees latitude (g = 980.6199 gals.).
 FY2299
 FY2299.The modeled gravity was interpolated from observed gravity values.
 FY2299
 FY2299;                    North         East    Units  Estimated Accuracy
 FY2299;SPC NC       -   291,690.      573,230.      MT  (+/- 180 meters Scaled)
 FY2299
 FY2299                          SUPERSEDED SURVEY CONTROL
 FY2299
 FY2299  NGVD 29 (03/05/92)  199.367  (m)          654.09   (f) ADJUSTED    1 2
 FY2299
 FY2299.Superseded values are not recommended for survey control.
 FY2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2299.See file dsdata.txt to determine how the superseded data were derived.
 FY2299
 FY2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA430271(NAD 83)
 FY2299_MARKER: DB = BENCH MARK DISK
 FY2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2299_SP_SET: CONCRETE POST
 FY2299_STAMPING: 15 MAX 1971 654
 FY2299_MARK LOGO: USGS  
 FY2299_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2299+STABILITY: SURFACE MOTION
 FY2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2299+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY2299
 FY2299  HISTORY     - Date     Condition        Report By
 FY2299  HISTORY     - 1971     MONUMENTED       USGS
 FY2299  HISTORY     - 1982     GOOD             NCGS
 FY2299  HISTORY     - 20060308 GOOD             GEOCAC
 FY2299
 FY2299                          STATION DESCRIPTION
 FY2299
 FY2299'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2299'6.0 MI WSW FROM YANCEYVILLE.
 FY2299'ALONG US 158, 1.6 MILES EAST OF THE INTERSECTION WITH NC 150, IN THE
 FY2299'EAST YARD OF BLACKWELL BAPTIST CHURCH, 168.0 FEET SOUTHEAST OF
 FY2299'CENTERLINE OF HIGHWAY, 68.4 FEET NORTH OF NORTHEAST CORNER OF CHURCH
 FY2299'WING, 83.0 FEET SOUTHWEST OF CENTER OF PALMER TOMBSTONE AND 31.0 FEET
 FY2299'SOUTH-SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
 FY2299
 FY2299                          STATION RECOVERY (2006)
 FY2299
 FY2299'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2299'RECOVERED IN THE MIDDLE OF AN ASPHALT PARKING LOT. MARK PROJECTS 3 CM.
 FY2299'DELETE REFERENCE TO POWER POLE WITH TRANSFORMER. ADD THAT MARK IS 14
 FY2299'METERS, BEARING 310 DEGREES MAGNETIC, FROM A WELL. HH2 GPS N36 22
 FY2299'43.0, W079 24 18.7.
 FY2299' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2022 ***********************************************************************
 EY2022  DESIGNATION -  15 MEA
 EY2022  PID         -  EY2022
 EY2022  STATE/COUNTY-  NC/BEAUFORT
 EY2022  USGS QUAD   -  WILMAR (1983)
 EY2022
 EY2022                         *CURRENT SURVEY CONTROL
 EY2022  ___________________________________________________________________
 EY2022* NAD 83(1986)-  35 26 07.     (N)    077 10 04.     (W)     SCALED    
 EY2022* NAVD 88     -        14.107  (meters)      46.28   (feet)  ADJUSTED  
 EY2022  ___________________________________________________________________
 EY2022  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EY2022  DYNAMIC HT  -          14.095 (meters)      46.24  (feet)  COMP
 EY2022  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 EY2022
 EY2022  VERT ORDER  -  SECOND    CLASS II
 EY2022
 EY2022.The horizontal coordinates were scaled from a topographic map and have
 EY2022.an estimated accuracy of +/- 6 seconds.
 EY2022
 EY2022.The orthometric height was determined by differential leveling
 EY2022.and adjusted in June 1991.
 EY2022
 EY2022.The geoid height was determined by GEOID03.
 EY2022
 EY2022.The dynamic height is computed by dividing the NAVD 88
 EY2022.geopotential number by the normal gravity value computed on the
 EY2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2022.degrees latitude (g = 980.6199 gals.).
 EY2022
 EY2022.The modeled gravity was interpolated from observed gravity values.
 EY2022
 EY2022;                    North         East    Units  Estimated Accuracy
 EY2022;SPC NC       -   188,480.      775,940.      MT  (+/- 180 meters Scaled)
 EY2022
 EY2022                          SUPERSEDED SURVEY CONTROL
 EY2022
 EY2022.No superseded survey control is available for this station.
 EY2022
 EY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE032234(NAD 83)
 EY2022_MARKER: DB = BENCH MARK DISK
 EY2022_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EY2022_SP_SET: SMALL BRIDGE
 EY2022_STAMPING: 15 MEA 1978
 EY2022_MARK LOGO: USGS  
 EY2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2022+STABILITY: SURFACE MOTION
 EY2022
 EY2022  HISTORY     - Date     Condition        Report By
 EY2022  HISTORY     - 1978     MONUMENTED       USGS
 EY2022  HISTORY     - 1983     GOOD             NCGS
 EY2022  HISTORY     - 1986     GOOD             USPSQD
 EY2022  HISTORY     - 1987     GOOD             USPSQD
 EY2022  HISTORY     - 19890729 GOOD             USPSQD
 EY2022  HISTORY     - 19970222 GOOD             USPSQD
 EY2022
 EY2022                          STATION DESCRIPTION
 EY2022
 EY2022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2022'6.6 MI SW FROM CHOCOWINITY.
 EY2022'2.4 MILES WEST ALONG NC 102 FROM THE INTERSECTION WITH US 17, IN THE
 EY2022'CONCRETE WHEEL GUARD OF A SMALL HIGHWAY BRIDGE OVER AN UNNAMED CREEK,
 EY2022'13.0 FEET NORTH OF CENTERLINE OF NC 102, AND 1.0 FOOT EAST OF WEST END
 EY2022'OF NORTH WHEEL GUARD.
 EY2022'THE MARK IS 0.6 FT ABOVE HIGHWAY.
 EY2022
 EY2022                          STATION RECOVERY (1986)
 EY2022
 EY2022'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY2022'RECOVERED IN GOOD CONDITION.
 EY2022
 EY2022                          STATION RECOVERY (1987)
 EY2022
 EY2022'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EY2022'RECOVERED IN GOOD CONDITION.
 EY2022
 EY2022                          STATION RECOVERY (1989)
 EY2022
 EY2022'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY2022'RECOVERED IN GOOD CONDITION.
 EY2022
 EY2022                          STATION RECOVERY (1997)
 EY2022
 EY2022'RECOVERY NOTE BY US POWER SQUADRON 1997
 EY2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5172 ***********************************************************************
 AH5172  DESIGNATION -  15 MEA
 AH5172  PID         -  AH5172
 AH5172  STATE/COUNTY-  NC/SAMPSON
 AH5172  USGS QUAD   -  TIMOTHY (1986)
 AH5172
 AH5172                         *CURRENT SURVEY CONTROL
 AH5172  ___________________________________________________________________
 AH5172* NAD 83(1986)-  35 13 02.     (N)    078 24 10.     (W)     SCALED    
 AH5172* NAVD 88     -        57.316  (meters)     188.04   (feet)  ADJUSTED  
 AH5172  ___________________________________________________________________
 AH5172  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AH5172  DYNAMIC HT  -          57.264 (meters)     187.87  (feet)  COMP
 AH5172  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 AH5172
 AH5172  VERT ORDER  -  SECOND    CLASS II
 AH5172
 AH5172.The horizontal coordinates were scaled from a topographic map and have
 AH5172.an estimated accuracy of +/- 6 seconds.
 AH5172
 AH5172.The orthometric height was determined by differential leveling
 AH5172.and adjusted in March 2000.
 AH5172
 AH5172.The geoid height was determined by GEOID03.
 AH5172
 AH5172.The dynamic height is computed by dividing the NAVD 88
 AH5172.geopotential number by the normal gravity value computed on the
 AH5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5172.degrees latitude (g = 980.6199 gals.).
 AH5172
 AH5172.The modeled gravity was interpolated from observed gravity values.
 AH5172
 AH5172;                    North         East    Units  Estimated Accuracy
 AH5172;SPC NC       -   162,920.      663,970.      MT  (+/- 180 meters Scaled)
 AH5172
 AH5172                          SUPERSEDED SURVEY CONTROL
 AH5172
 AH5172.No superseded survey control is available for this station.
 AH5172
 AH5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV364002(NAD 83)
 AH5172_MARKER: DB = BENCH MARK DISK
 AH5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5172_STAMPING: 15 MEA 1980 189
 AH5172_MARK LOGO: USGS  
 AH5172_PROJECTION: FLUSH
 AH5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5172+STABILITY: SURFACE MOTION
 AH5172
 AH5172  HISTORY     - Date     Condition        Report By
 AH5172  HISTORY     - 1980     MONUMENTED       USGS
 AH5172  HISTORY     - 19861111 GOOD             NCGS
 AH5172
 AH5172                          STATION DESCRIPTION
 AH5172
 AH5172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5172'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) WEST-SOUTHWEST OF NEWTON
 AH5172'GROVE. ALONG US 13 FOR 3.4 MI (5.5 KM) WEST-SOUTHWEST FROM THE TRAFFIC
 AH5172'CIRCLE IN NEWTON GROVE TO SR 1643 AND OAK GROVE CHURCH, IN THE
 AH5172'NORTHEAST CORNER OF THE CHURCH YARD. MARK PROJECTS 3 INCHES ABOVE
 AH5172'GROUND AND IS 2-FEET LOWER THAN THE HIGHWAY.  LOCATED 39.0 FT (11.9 M)
 AH5172'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 172.0 FT (52.4 M)
 AH5172'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 94.0 FT (28.7 M)
 AH5172'NORTH-NORTHEAST OF THE NORTHEAST COLUMN OF CHURCH, 2.0 FT (0.6 M)
 AH5172'SOUTH-SOUTHWEST OF A METAL WITNESS POST, AND 67.5 FT (20.6 M)
 AH5172'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2006 ***********************************************************************
 EA2006  DESIGNATION -  15 PLUS
 EA2006  PID         -  EA2006
 EA2006  STATE/COUNTY-  NC/CARTERET
 EA2006  USGS QUAD   -  SALTER PATH (1994)
 EA2006
 EA2006                         *CURRENT SURVEY CONTROL
 EA2006  ___________________________________________________________________
 EA2006* NAD 83(2001)-  34 41 52.99265(N)    076 59 22.80073(W)     ADJUSTED  
 EA2006* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2006  ___________________________________________________________________
 EA2006  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 EA2006  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA2006  HORZ ORDER  -  THIRD
 EA2006
 EA2006.The horizontal coordinates were established by classical geodetic methods
 EA2006.and adjusted by the National Geodetic Survey in August 2005.
 EA2006
 EA2006.The orthometric height was scaled from a topographic map.
 EA2006
 EA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2006
 EA2006.The geoid height was determined by GEOID03.
 EA2006
 EA2006;                    North         East     Units Scale Factor Converg.
 EA2006;SPC NC       -   107,033.587   793,764.932   MT  0.99991897   +1 09 37.1
 EA2006;SPC NC       -   351,159.36  2,604,210.45   sFT  0.99991897   +1 09 37.1
 EA2006;UTM  18      - 3,841,360.846   317,762.185   MT  1.00000935   -1 07 58.6
 EA2006
 EA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2006!SPC NC       -   1.00000590  x   0.99991897  =   0.99992487
 EA2006!UTM  18      -   1.00000590  x   1.00000935  =   1.00001525
 EA2006
 EA2006                          SUPERSEDED SURVEY CONTROL
 EA2006
 EA2006  NAD 83(1986)-  34 41 53.00387(N)    076 59 22.81190(W) AD(       ) 3
 EA2006  NAD 27      -  34 41 52.42100(N)    076 59 24.01100(W) AD(       ) 3
 EA2006
 EA2006.Superseded values are not recommended for survey control.
 EA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2006.See file dsdata.txt to determine how the superseded data were derived.
 EA2006
 EA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1776241361(NAD 83)
 EA2006_MARKER: DD = SURVEY DISK
 EA2006_SETTING: 0 = UNSPECIFIED SETTING
 EA2006_MARK LOGO: USE   
 EA2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2006
 EA2006  HISTORY     - Date     Condition        Report By
 EA2006  HISTORY     - 1933     MONUMENTED       USE
 EA2006  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2006  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA2006  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA2006
 EA2006                          STATION DESCRIPTION
 EA2006
 EA2006'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA2006'STATION IS A BRASS DISK STAMPED U.S. ARMY ENGINEER SURVEY, SET
 EA2006'IN CEMENT IN THE TOP OF BELL OF A 4-INCH VITRIFIED CLAY TILE
 EA2006'FILLED WITH CEMENT, PROJECTING 20 INCHES OUT OF THE
 EA2006'GROUND.  LOCATED ON THE WESTERN EDGE OF A LONG NARROW SPOIL BANK
 EA2006'COVERED WITH GRASS.  SPOIL BANK IS IN BOGUE SOUND AND IS THE
 EA2006'LONGEST OF A CHAIN OF GRASS-COVERED SPOIL BANKS IN THIS
 EA2006'VICINITY.  THESE BANKS LIE A FEW METERS N OF MAIN CHANNEL OF
 EA2006'THE SOUND AND BETWEEN IT AND OTHER WATER.  THEY RISE ABOUT 1
 EA2006'FOOT ABOVE MEAN HIGH WATER AND ARE COVERED BY EXTREME HIGH
 EA2006'WATER.  MEAN HIGH WATER COVERS GROUND SURFACE A FEW INCHES DEEP
 EA2006'AT U.S.E. MARK.  THE MARK IS ABOUT 2000 YARDS E OF A
 EA2006'LARGE 2-STORY WHITE HOUSE, WITH GREEN ROOF ON THE MAINLAND.
 EA2006'SLIGHTLY TO REAR OF THIS HOUSE IS A LARGE RED BARN WITH GREEN
 EA2006'ROOF AND CUPOLA.  A WHARF EXTENDS TO EDGE OF MAIN CHANNEL IN
 EA2006'FRONT OF HOUSE.  THE MARK IS ABOUT 300 YARDS NW OF BEACON
 EA2006'NO.15, AND ABOUT 125 YARDS S OF THE MAINLAND.
 EA2006'
 EA2006'CONNECTION WITH TRIANGULATION SCHEME MADE BY CUTS FROM MAIN
 EA2006'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA2006
 EA2006                          STATION RECOVERY (1965)
 EA2006
 EA2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2006'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE
 EA2006'OF THE STATION COULD BE FOUND.  THIS STATION ALSO REPORTED LOST
 EA2006'IN 1946.
 EA2006
 EA2006                          STATION RECOVERY (2004)
 EA2006
 EA2006'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2006'MARK NOT FOUND.
 EA2006
 EA2006                          STATION RECOVERY (2004)
 EA2006
 EA2006'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0071 ***********************************************************************
 DD0071  DESIGNATION -  15 USE
 DD0071  PID         -  DD0071
 DD0071  STATE/COUNTY-  NC/BRUNSWICK
 DD0071  USGS QUAD   -  HOLDEN BEACH (1990)
 DD0071
 DD0071                         *CURRENT SURVEY CONTROL
 DD0071  ___________________________________________________________________
 DD0071* NAD 83(2001)-  33 54 51.68760(N)    078 22 24.45070(W)     ADJUSTED  
 DD0071* NAVD 88     -         1.317  (meters)       4.32   (feet)  ADJUSTED  
 DD0071  ___________________________________________________________________
 DD0071  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 DD0071  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DD0071  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 DD0071  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 DD0071
 DD0071  HORZ ORDER  -  THIRD
 DD0071  VERT ORDER  -  SECOND    CLASS 0
 DD0071
 DD0071.The horizontal coordinates were established by classical geodetic methods
 DD0071.and adjusted by the National Geodetic Survey in August 2005.
 DD0071
 DD0071.The orthometric height was determined by differential leveling
 DD0071.and adjusted in June 1991.
 DD0071
 DD0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD0071
 DD0071.The geoid height was determined by GEOID03.
 DD0071
 DD0071.The dynamic height is computed by dividing the NAVD 88
 DD0071.geopotential number by the normal gravity value computed on the
 DD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0071.degrees latitude (g = 980.6199 gals.).
 DD0071
 DD0071.The modeled gravity was interpolated from observed gravity values.
 DD0071
 DD0071;                    North         East     Units Scale Factor Converg.
 DD0071;SPC NC       -    18,416.541   667,550.006   MT  1.00014233   +0 21 41.8
 DD0071;SPC NC       -    60,421.60  2,190,120.31   sFT  1.00014233   +0 21 41.8
 DD0071;UTM  17      - 3,755,767.010   742,830.911   MT  1.00032698   +1 27 58.3
 DD0071
 DD0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD0071!SPC NC       -   1.00000541  x   1.00014233  =   1.00014774
 DD0071!UTM  17      -   1.00000541  x   1.00032698  =   1.00033239
 DD0071
 DD0071:                Primary Azimuth Mark                     Grid Az
 DD0071:SPC NC       -  RM 14                                    114 36 47.9
 DD0071:UTM  17      -  RM 14                                    113 30 31.4
 DD0071
 DD0071|---------------------------------------------------------------------|
 DD0071| PID    Reference Object                     Distance      Geod. Az  |
 DD0071|                                                           dddmmss.s |
 DD0071| DD2554 RM 14                               APPROX. 1.1 KM 1145829.7 |
 DD0071|---------------------------------------------------------------------|
 DD0071
 DD0071                          SUPERSEDED SURVEY CONTROL
 DD0071
 DD0071  NAD 83(1986)-  33 54 51.69715(N)    078 22 24.45809(W) AD(       ) 3
 DD0071  NAD 27      -  33 54 51.07600(N)    078 22 25.44800(W) AD(       ) 3
 DD0071  NGVD 29 (??/??/92)    1.643  (m)            5.39   (f) ADJ UNCH    2 0
 DD0071
 DD0071.Superseded values are not recommended for survey control.
 DD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0071.See file dsdata.txt to determine how the superseded data were derived.
 DD0071
 DD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4283155767(NAD 83)
 DD0071_MARKER: DD = SURVEY DISK
 DD0071_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 DD0071_SP_SET: CONCRETE TILE
 DD0071_STAMPING: US REF MARK EL 15 7.86 1931
 DD0071_MARK LOGO: USE   
 DD0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0071
 DD0071  HISTORY     - Date     Condition        Report By
 DD0071  HISTORY     - 1934     MONUMENTED       USE
 DD0071  HISTORY     - 1963     GOOD             NGS
 DD0071  HISTORY     - 1964     GOOD             CGS
 DD0071  HISTORY     - 1982     GOOD             USE
 DD0071  HISTORY     - 20000808 GOOD             NCGS
 DD0071
 DD0071                          STATION DESCRIPTION
 DD0071
 DD0071'DESCRIBED BY US ENGINEERS 1934 (KGC)
 DD0071'ABOUT 5 MILES SOUTH OF SHALLOTTE, AT VILLAGE POINT ON SHALLOTTE
 DD0071'RIVER, ABOUT 75 FEET SOUTH FROM GROUP OF SHEDS ON WEST BANK OF RIVER
 DD0071'AND NORTH BANK OF INTRACOASTAL WATERWAY AND 5 FEET NORTH OF HIGH
 DD0071'WATER LINE.  STATION IS REFERENCE MARK OF INTRACOASTAL WATERWAY
 DD0071'CANAL SURVEY. RM 14 (U.S.E.) RANGES
 DD0071'OVER A SHED ON AN ISLAND IN SHALLOTTE RIVER.  FOLLOWING BEARINGS ARE
 DD0071'FROM STATION--CHADWICK,
 DD0071'S 06 DEG 46 MIN W.  BRICK, S 64 DEG 00 MIN W.
 DD0071
 DD0071                          STATION RECOVERY (1963)
 DD0071
 DD0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DD0071'4.8 MI S FROM SHALLOTTE.
 DD0071'ABOUT 1.15 MILES SOUTHWEST ALONG VILLAGE ROAD AND OLD U.S. HIGHWAY
 DD0071'17 FROM THE SHALLOTTE HIGH SCHOOL AT SHALLOTTE, THENCE 3.7 MILES
 DD0071'SOUTHEAST ALONG A BLACK TOP ROAD LEADING TO SHALLOTTE INLET, 211
 DD0071'FEET SOUTH OF THE SOUTHEAST CORNER OF THE ANCHOR HOTEL, THENCE
 DD0071'156 FEET EAST THRU A YARD WITH A HOUSE TRAILER WITH CABANA, 77
 DD0071'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE WITH A BLUE
 DD0071'FOUNDATION, 10 FEET SOUTH OF A LARGE FIG TREE, ABOUT 230 FEET WEST
 DD0071'OF THE HIGH WATER LINE OF THE SHALLOTTE RIVER, 242 FEET SOUTHEAST
 DD0071'OF BENCH MARK M 161, SET IN THE TOP OF A CONCRETE FILLED TILE
 DD0071'FLUSH WITH THE GROUND.  TIDAL STATION 54, NORTH CAROLINA, BOWEN
 DD0071'POINT, SHALLOTTE INLET.
 DD0071
 DD0071                          STATION RECOVERY (1964)
 DD0071
 DD0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD0071'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DD0071'
 DD0071'THE STATION IS ON MR. CARL EBENGERS LAWN.
 DD0071
 DD0071                          STATION RECOVERY (1982)
 DD0071
 DD0071'RECOVERY NOTE BY US ENGINEERS 1982 (GRN)
 DD0071'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 DD0071
 DD0071                          STATION RECOVERY (2000)
 DD0071
 DD0071'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD0071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0532 ***********************************************************************
 AI0532  DESIGNATION -  15 WC 10
 AI0532  PID         -  AI0532
 AI0532  STATE/COUNTY-  NC/ROBESON
 AI0532  USGS QUAD   -  EVERGREEN (1986)
 AI0532
 AI0532                         *CURRENT SURVEY CONTROL
 AI0532  ___________________________________________________________________
 AI0532* NAD 83(1986)-  34 27 23.     (N)    078 58 15.     (W)     SCALED    
 AI0532* NAVD 88     -        24.961  (meters)      81.89   (feet)  ADJUSTED  
 AI0532  ___________________________________________________________________
 AI0532  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AI0532  DYNAMIC HT  -          24.937 (meters)      81.81  (feet)  COMP
 AI0532  MODELED GRAV-     979,667.9   (mgal)                       NAVD 88
 AI0532
 AI0532  VERT ORDER  -  SECOND    CLASS II
 AI0532
 AI0532.The horizontal coordinates were scaled from a topographic map and have
 AI0532.an estimated accuracy of +/- 6 seconds.
 AI0532
 AI0532.The orthometric height was determined by differential leveling
 AI0532.and adjusted in October 1999.
 AI0532
 AI0532.The geoid height was determined by GEOID03.
 AI0532
 AI0532.The dynamic height is computed by dividing the NAVD 88
 AI0532.geopotential number by the normal gravity value computed on the
 AI0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0532.degrees latitude (g = 980.6199 gals.).
 AI0532
 AI0532.The modeled gravity was interpolated from observed gravity values.
 AI0532
 AI0532;                    North         East    Units  Estimated Accuracy
 AI0532;SPC NC       -    78,360.      612,280.      MT  (+/- 180 meters Scaled)
 AI0532
 AI0532                          SUPERSEDED SURVEY CONTROL
 AI0532
 AI0532.No superseded survey control is available for this station.
 AI0532
 AI0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU863146(NAD 83)
 AI0532_MARKER: DD = SURVEY DISK
 AI0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0532_STAMPING: 15 WC 10 1967
 AI0532_MARK LOGO: NCDOT 
 AI0532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0532+STABILITY: SURFACE MOTION
 AI0532
 AI0532  HISTORY     - Date     Condition        Report By
 AI0532  HISTORY     - 1967     MONUMENTED       NCSHC
 AI0532  HISTORY     - 19881231 GOOD             NCGS
 AI0532
 AI0532                          STATION DESCRIPTION
 AI0532
 AI0532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0532'STATION IS LOCATED ABOUT 18.47 KM (11.45 MI) SOUTH OF LUMBERTON, AND
 AI0532'3.66 KM (2.25 MI) EAST-SOUTHEAST OF ORRUM. ALONG NC 72 FOR 0.3 KM
 AI0532'(0.20 MI) NORTH FROM US 74, ON THE RIGHT BESIDE A BRACE POLE, ACROSS
 AI0532'THE HIGHWAY FROM A CANAL. MARK IS ABOUT 2 1/2 FEET LOWER THAN HIGHWAY
 AI0532'AND FLUSH WITH GROUND. LOCATED 8.60 M (28.22 FT) EAST OF THE
 AI0532'CENTERLINE OF THE HIGHWAY, 8.10 M (26.57 FT) SOUTH OF THE SOUTH END OF
 AI0532'A TILE PIPE UNDER A FIELD ENTRANCE, 18.80 M (61.68 FT) EAST OF A POWER
 AI0532'POLE WITH NAIL AND CAP, AND 0.40 M (1.31 FT) WEST OF  A BRACE POLE
 AI0532'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0531 ***********************************************************************
 AI0531  DESIGNATION -  15 WC 9
 AI0531  PID         -  AI0531
 AI0531  STATE/COUNTY-  NC/ROBESON
 AI0531  USGS QUAD   -  EVERGREEN (1986)
 AI0531
 AI0531                         *CURRENT SURVEY CONTROL
 AI0531  ___________________________________________________________________
 AI0531* NAD 83(1986)-  34 27 33.     (N)    078 58 16.     (W)     SCALED    
 AI0531* NAVD 88     -        24.762  (meters)      81.24   (feet)  ADJUSTED  
 AI0531  ___________________________________________________________________
 AI0531  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AI0531  DYNAMIC HT  -          24.738 (meters)      81.16  (feet)  COMP
 AI0531  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 AI0531
 AI0531  VERT ORDER  -  SECOND    CLASS II
 AI0531
 AI0531.The horizontal coordinates were scaled from a topographic map and have
 AI0531.an estimated accuracy of +/- 6 seconds.
 AI0531
 AI0531.The orthometric height was determined by differential leveling
 AI0531.and adjusted in October 1999.
 AI0531
 AI0531.The geoid height was determined by GEOID03.
 AI0531
 AI0531.The dynamic height is computed by dividing the NAVD 88
 AI0531.geopotential number by the normal gravity value computed on the
 AI0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0531.degrees latitude (g = 980.6199 gals.).
 AI0531
 AI0531.The modeled gravity was interpolated from observed gravity values.
 AI0531
 AI0531;                    North         East    Units  Estimated Accuracy
 AI0531;SPC NC       -    78,670.      612,260.      MT  (+/- 180 meters Scaled)
 AI0531
 AI0531                          SUPERSEDED SURVEY CONTROL
 AI0531
 AI0531.No superseded survey control is available for this station.
 AI0531
 AI0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU863149(NAD 83)
 AI0531_MARKER: DD = SURVEY DISK
 AI0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0531_STAMPING: 15 WC 9 1967
 AI0531_MARK LOGO: NCDOT 
 AI0531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0531+STABILITY: SURFACE MOTION
 AI0531
 AI0531  HISTORY     - Date     Condition        Report By
 AI0531  HISTORY     - 1967     MONUMENTED       NCSHC
 AI0531  HISTORY     - 19881231 GOOD             NCGS
 AI0531
 AI0531                          STATION DESCRIPTION
 AI0531
 AI0531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0531'STATION IS LOCATED ABOUT 18.17 KM (11.30 MI) SOUTH OF LUMBERTON, AND
 AI0531'3.58 KM (2.20 MI) EAST OF ORRUM. ALONG NC 72 FOR 0.6 KM (0.35 MI)
 AI0531'NORTH FROM US 74, ON THE LEFT BESIDE A POWER POLE. MARK IS 4-FEET
 AI0531'LOWER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 13.65 M (44.78 FT)
 AI0531'WEST OF THE CENTERLINE OF THE ROAD, 10.90 M (35.76 FT) SOUTHWEST OF
 AI0531'THE WEST END OF A HIGHWAY CULVERT--AND 25.0 M (82.0 FT) SOUTH OF AN
 AI0531'18-INCH PINE, 0.45 M (1.48 FT) EAST OF A POWER POLE--BOTH WITH
 AI0531'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2950 ***********************************************************************
 FZ2950  DESIGNATION -  15 WCE
 FZ2950  PID         -  FZ2950
 FZ2950  STATE/COUNTY-  NC/ALLEGHANY
 FZ2950  USGS QUAD   -  LAUREL SPRINGS (1996)
 FZ2950
 FZ2950                         *CURRENT SURVEY CONTROL
 FZ2950  ___________________________________________________________________
 FZ2950* NAD 83(2001)-  36 29 44.06796(N)    081 15 28.34330(W)     ADJUSTED  
 FZ2950* NAVD 88     -       928.1    (meters)    3045.     (feet)  VERTCON   
 FZ2950  ___________________________________________________________________
 FZ2950  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 FZ2950  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 FZ2950  HORZ ORDER  -  SECOND
 FZ2950
 FZ2950.The horizontal coordinates were established by classical geodetic methods
 FZ2950.and adjusted by the National Geodetic Survey in August 2005.
 FZ2950
 FZ2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2950
 FZ2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2950
 FZ2950.The geoid height was determined by GEOID03.
 FZ2950
 FZ2950;                    North         East     Units Scale Factor Converg.
 FZ2950;SPC NC       -   306,893.656   407,299.880   MT  1.00010842   -1 18 11.4
 FZ2950;SPC NC       - 1,006,866.94  1,336,283.02   sFT  1.00010842   -1 18 11.4
 FZ2950;UTM  17      - 4,038,948.093   476,904.766   MT  0.99960657   -0 09 12.1
 FZ2950
 FZ2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2950!SPC NC       -   0.99985933  x   1.00010842  =   0.99996773
 FZ2950!UTM  17      -   0.99985933  x   0.99960657  =   0.99946596
 FZ2950
 FZ2950                          SUPERSEDED SURVEY CONTROL
 FZ2950
 FZ2950  NAD 83(1995)-  36 29 44.06905(N)    081 15 28.34393(W) AD(       ) 2
 FZ2950  NAD 83(1993)-  36 29 44.07248(N)    081 15 28.34873(W) AD(       ) 2
 FZ2950  NAD 83(1986)-  36 29 44.07677(N)    081 15 28.35039(W) AD(       ) 2
 FZ2950  NGVD 29 (10/27/97)  928.2    (m)         3045.     (f) VERT ANG    3  
 FZ2950
 FZ2950.Superseded values are not recommended for survey control.
 FZ2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2950.See file dsdata.txt to determine how the superseded data were derived.
 FZ2950
 FZ2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7690538948(NAD 83)
 FZ2950_MARKER: DD = SURVEY DISK
 FZ2950_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FZ2950+WITH SETTING: PAVEMENT
 FZ2950_SP_SET: CONCRETE STEPS
 FZ2950_STAMPING: ET 15 WCE 1963
 FZ2950_MARK LOGO: USGS  
 FZ2950_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2950+STABILITY: SURFACE MOTION
 FZ2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2950+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2004
 FZ2950
 FZ2950  HISTORY     - Date     Condition        Report By
 FZ2950  HISTORY     - 1963     MONUMENTED       USGS
 FZ2950  HISTORY     - 19910901 GOOD             NCGS
 FZ2950  HISTORY     - 20040103 GOOD             INDIV
 FZ2950
 FZ2950                          STATION DESCRIPTION
 FZ2950
 FZ2950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2950'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SPARTA, 2.8 MI
 FZ2950'(4.5 KM) EAST-NORTHEAST OF SCOTTSVILLE, AT THE NEW HOPE COMMUNITY
 FZ2950'CENTER.
 FZ2950'PROCEED ALONG US 221 FOR 2.3 MI (3.7 KM) NORTHEAST FROM NC 113 TO THE
 FZ2950'COMMUNITY SERVICE CENTER (FORMERLY NEW HOPE SCHOOL-ON THE EAST SIDE
 FZ2950'OF THE NEW HOPE CHURCH), AND STATION IN WEST END OF THE BOTTOM STEP
 FZ2950'AT THE BUILDING ENTRANCE.
 FZ2950'MARK IS SET FLUSH IN DRILL HOLE, ABOUT 0.5 FT (0.2 M) ABOVE GROUND
 FZ2950'LEVEL, AND 15 FT (4.6 M) ABOVE THE HIGHWAY. LOCATED 33.0 FT (10.1 M)
 FZ2950'EAST OF THE SOUTHWEST CORNER, AND 41.0 FT (12.5 M) WEST OF THE
 FZ2950'SOUTHEAST CORNER OF THE BRICK BUILDING.
 FZ2950
 FZ2950                          STATION RECOVERY (2004)
 FZ2950
 FZ2950'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 FZ2950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3416 ***********************************************************************
 FA3416  DESIGNATION -  15 WSM
 FA3416  PID         -  FA3416
 FA3416  STATE/COUNTY-  NC/BURKE
 FA3416  USGS QUAD   -  VALDESE (1993)
 FA3416
 FA3416                         *CURRENT SURVEY CONTROL
 FA3416  ___________________________________________________________________
 FA3416* NAD 83(2007)-  35 38 00.04629(N)    081 31 07.86774(W)     ADJUSTED  
 FA3416* NAVD 88     -       389.46   (+/-2cm)    1277.8    (feet)  VERTCON   
 FA3416  ___________________________________________________________________
 FA3416  EPOCH DATE  -        2002.00
 FA3416  X           -     765,456.083 (meters)                     COMP
 FA3416  Y           -  -5,133,339.690 (meters)                     COMP
 FA3416  Z           -   3,695,410.968 (meters)                     COMP
 FA3416  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FA3416  ELLIP HEIGHT-         357.447 (meters)          (02/10/07) ADJUSTED
 FA3416  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FA3416
 FA3416  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3416  Type    PID    Designation                      North   East  Ellip
 FA3416  -------------------------------------------------------------------
 FA3416  NETWORK FA3416 15 WSM                            4.72   9.13  11.74
 FA3416  -------------------------------------------------------------------
 FA3416  VERT ORDER  -  THIRD ? (See Below)
 FA3416
 FA3416.The horizontal coordinates were established by GPS observations
 FA3416.and adjusted by the National Geodetic Survey in February 2007.
 FA3416
 FA3416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3416.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3416.The horizontal coordinates are valid at the epoch date displayed above.
 FA3416.The epoch date for horizontal control is a decimal equivalence
 FA3416.of Year/Month/Day.
 FA3416
 FA3416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3416.The vertical order pertains to the NGVD 29 superseded value.
 FA3416
 FA3416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3416
 FA3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3416
 FA3416.The ellipsoidal height was determined by GPS observations
 FA3416.and is referenced to NAD 83.
 FA3416
 FA3416.The geoid height was determined by GEOID03.
 FA3416
 FA3416;                    North         East     Units Scale Factor Converg.
 FA3416;SPC NC       -   211,815.675   381,494.115   MT  0.99989470   -1 27 13.7
 FA3416;SPC NC       -   694,931.93  1,251,618.61   sFT  0.99989470   -1 27 13.7
 FA3416;UTM  17      - 3,943,406.357   453,021.379   MT  0.99962720   -0 18 08.2
 FA3416
 FA3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3416!SPC NC       -   0.99994390  x   0.99989470  =   0.99983861
 FA3416!UTM  17      -   0.99994390  x   0.99962720  =   0.99957112
 FA3416
 FA3416                          SUPERSEDED SURVEY CONTROL
 FA3416
 FA3416  NAD 83(1995)-  35 38 00.04930(N)    081 31 07.86606(W) AD(       ) 1
 FA3416  NAD 83(1986)-  35 38 00.05593(N)    081 31 07.87175(W) AD(       ) 1
 FA3416  NAD 83(1986)-  35 38 00.05495(N)    081 31 07.86553(W) AD(       ) 2
 FA3416  NAD 27      -  35 37 59.57682(N)    081 31 08.53448(W) AD(       ) 2
 FA3416  NGVD 29 (07/19/86)  389.65   (m)         1278.4    (f) LEVELING    3  
 FA3416
 FA3416.Superseded values are not recommended for survey control.
 FA3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3416.See file dsdata.txt to determine how the superseded data were derived.
 FA3416
 FA3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5302143406(NAD 83)
 FA3416_MARKER: DB = BENCH MARK DISK
 FA3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3416_SP_SET: CONCRETE POST
 FA3416_STAMPING: 15 WSM 1950 1278
 FA3416_MARK LOGO: USGS  
 FA3416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3416+STABILITY: SURFACE MOTION
 FA3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3416+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1988
 FA3416
 FA3416  HISTORY     - Date     Condition        Report By
 FA3416  HISTORY     - 1950     MONUMENTED       USGS
 FA3416  HISTORY     - 19880101 GOOD             NCGS
 FA3416  HISTORY     - 20000907 SEE DESCRIPTION  NCGS
 FA3416
 FA3416                          STATION DESCRIPTION
 FA3416
 FA3416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA3416'THE STATION IS LOCATED 7.8 MI (12.6 KM) SOUTHWEST OF HILDEBRAN AND
 FA3416'12.1 MI (19.5 KM) SOUTHEAST OF MORGANTON.
 FA3416'ALONG NC 18 AT THE OFFSET INTERSECTION WITH SR 1800-EAST (HILDEBRAN
 FA3416'SCHOOL ROAD) AND SR 1913-WEST, IN THE EAST QUADRANT AT AN OLD STORE.
 FA3416'MARK IS A DISK IN A CONCRETE POST SET FLUSH WITH THE GROUND.  LOCATED
 FA3416'60 FT (18.3 M) NORTH OF THE NORTHWEST CORNER OF OLD STORE, 5 FT
 FA3416'(1.5 M) SOUTH AND 85 FT (25.9 M) EAST OF THE NORTHERN T-INTERSECTION
 FA3416'AND 135.8 FT (41.4 M) EAST-SOUTHEAST OF NCGS MONUMENT---HILDE 1975.
 FA3416
 FA3416                          STATION RECOVERY (2000)
 FA3416
 FA3416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FA3416'FOUND DESTROYED.  MONUMENT FOUND WITH DISK MISSING, STEM HOLE REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8514 ***********************************************************************
 AF8514  DESIGNATION -  15 WSM
 AF8514  PID         -  AF8514
 AF8514  STATE/COUNTY-  NC/NORTHAMPTON
 AF8514  USGS QUAD   -  WOODLAND (1977)
 AF8514
 AF8514                         *CURRENT SURVEY CONTROL
 AF8514  ___________________________________________________________________
 AF8514* NAD 83(2001)-  36 16 40.96657(N)    077 12 16.56947(W)     ADJUSTED  
 AF8514* NAVD 88     -        19.54   (meters)      64.1    (feet)  LEVELING  
 AF8514  ___________________________________________________________________
 AF8514  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AF8514  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AF8514  HORZ ORDER  -  SECOND
 AF8514  VERT ORDER  -  THIRD
 AF8514
 AF8514.The horizontal coordinates were established by classical geodetic methods
 AF8514.and adjusted by the National Geodetic Survey in August 2005.
 AF8514
 AF8514.The orthometric height was determined by differential leveling.
 AF8514.The vertical network tie was performed by a horz. field party for horz.
 AF8514.obs reductions. Reset procedures were used to establish the elevation.
 AF8514
 AF8514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8514
 AF8514.The geoid height was determined by GEOID03.
 AF8514
 AF8514;                    North         East     Units Scale Factor Converg.
 AF8514;SPC NC       -   281,911.691   770,907.241   MT  1.00003299   +1 02 10.5
 AF8514;SPC NC       -   924,905.27  2,529,218.17   sFT  1.00003299   +1 02 10.5
 AF8514;UTM  18      - 4,017,043.299   301,989.452   MT  1.00008311   -1 18 17.6
 AF8514
 AF8514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8514!SPC NC       -   1.00000242  x   1.00003299  =   1.00003541
 AF8514!UTM  18      -   1.00000242  x   1.00008311  =   1.00008553
 AF8514
 AF8514                          SUPERSEDED SURVEY CONTROL
 AF8514
 AF8514  NAD 83(1986)-  36 16 40.97444(N)    077 12 16.58269(W) AD(       ) 2
 AF8514
 AF8514.Superseded values are not recommended for survey control.
 AF8514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8514.See file dsdata.txt to determine how the superseded data were derived.
 AF8514
 AF8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0198917043(NAD 83)
 AF8514_MARKER: DD = SURVEY DISK
 AF8514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8514_SP_SET: CONCRETE HEADWALL
 AF8514_STAMPING: 15 WSM 1955 65
 AF8514_MARK LOGO: USGS  
 AF8514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8514+STABILITY: SURFACE MOTION
 AF8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8514+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1987
 AF8514
 AF8514  HISTORY     - Date     Condition        Report By
 AF8514  HISTORY     - 1955     MONUMENTED       USGS
 AF8514  HISTORY     - 19870313 GOOD             NCGS
 AF8514
 AF8514                          STATION DESCRIPTION
 AF8514
 AF8514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8514'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH OF WOODLAND AND 4.5 MI
 AF8514'(7.2 KM) EAST OF RICH SQUARE. ALONG NC 305-NC 561 (JACKSON STREET) FOR
 AF8514'4.6 MI (7.4 KM) EAST FROM US 258 (MAIN STREET) IN RICH SQUARE, OR 1.0
 AF8514'MI (1.6 KM) SOUTHWEST FROM NC 35 AT MINTONS STORE AND THE COUNTY LINE,
 AF8514'ON THE NORTH SIDE OF THE T-INTERSECTION WITH SR 1101 (MARY ODOM ROAD),
 AF8514'IN THE WEST END OF A HIGHWAY HEADWALL. MARK IS SET FLUSH WITH HEADWALL
 AF8514'AND ABOUT 2 FEET (0.6 M) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2607 ***********************************************************************
 AH2607  DESIGNATION -  150 JAS
 AH2607  PID         -  AH2607
 AH2607  STATE/COUNTY-  NC/LINCOLN
 AH2607  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2607
 AH2607                         *CURRENT SURVEY CONTROL
 AH2607  ___________________________________________________________________
 AH2607* NAD 83(2001)-  35 26 47.22442(N)    080 59 49.23934(W)     ADJUSTED  
 AH2607* NAVD 88     -       224.42   (+/-2cm)     736.3    (feet)  VERTCON   
 AH2607  ___________________________________________________________________
 AH2607  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 AH2607  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AH2607  HORZ ORDER  -  THIRD
 AH2607  VERT ORDER  -  THIRD (See Below)
 AH2607
 AH2607.The horizontal coordinates were established by classical geodetic methods
 AH2607.and adjusted by the National Geodetic Survey in August 2005.
 AH2607
 AH2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2607.The vertical order pertains to the NGVD 29 superseded value.
 AH2607
 AH2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2607
 AH2607.The geoid height was determined by GEOID03.
 AH2607
 AH2607;                    North         East     Units Scale Factor Converg.
 AH2607;SPC NC       -   190,011.235   428,327.747   MT  0.99987834   -1 09 09.4
 AH2607;SPC NC       -   623,395.19  1,405,271.95   sFT  0.99987834   -1 09 09.4
 AH2607;UTM  17      - 3,922,554.640   500,271.268   MT  0.99960000   +0 00 06.2
 AH2607
 AH2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2607!SPC NC       -   0.99996968  x   0.99987834  =   0.99984802
 AH2607!UTM  17      -   0.99996968  x   0.99960000  =   0.99956969
 AH2607
 AH2607                          SUPERSEDED SURVEY CONTROL
 AH2607
 AH2607  NAD 83(1986)-  35 26 47.23760(N)    080 59 49.24632(W) AD(       ) 4
 AH2607  NGVD 29 (08/11/98)  224.64   (m)          737.0    (f) LEVELING    3  
 AH2607
 AH2607.Superseded values are not recommended for survey control.
 AH2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2607.See file dsdata.txt to determine how the superseded data were derived.
 AH2607
 AH2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0027122555(NAD 83)
 AH2607_MARKER: DB = BENCH MARK DISK
 AH2607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2607_SP_SET: CONCRETE HEADWALL
 AH2607_STAMPING: 150 JAS 1966
 AH2607_MARK LOGO: USGS  
 AH2607_PROJECTION: FLUSH
 AH2607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2607+STABILITY: SURFACE MOTION
 AH2607
 AH2607  HISTORY     - Date     Condition        Report By
 AH2607  HISTORY     - 1966     MONUMENTED       USGS
 AH2607  HISTORY     - 19850101 GOOD             NCGS
 AH2607  HISTORY     - 20000325 MARK NOT FOUND   USPSQD
 AH2607  HISTORY     - 20010611 MARK NOT FOUND   USPSQD
 AH2607
 AH2607                          STATION DESCRIPTION
 AH2607
 AH2607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2607'STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) SOUTH-SOUTHEAST OF DENVER.
 AH2607'IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF NC 73 AND NC 16. MARK
 AH2607'IS FLUSH IN A CONCRETE CULVERT HEADWALL AND ABOUT 2 FEET LOWER THAN
 AH2607'HIGHWAY.  LOCATED 19.11 M (62.70 FT) NORTHEAST OF THE CENTERLINE OF NC
 AH2607'73, 8.9 M (29.2 FT) SOUTHEAST OF THE CENTERLINE OF NC 16, 8.20 M
 AH2607'(26.90 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL--AND 4.88 M (16.01
 AH2607'FT) WEST OF A 16-INCH ELM, 6.04 M (19.82 FT) NORTH OF A POWER
 AH2607'POLE--BOTH WITH REFERENCE TAGS.
 AH2607
 AH2607                          STATION RECOVERY (2000)
 AH2607
 AH2607'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2607'MARK NOT FOUND.
 AH2607
 AH2607                          STATION RECOVERY (2001)
 AH2607
 AH2607'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2607'NOT FOUND.  HEADWALL IS GONE AND CONCRETE PIPE IS NOW IN USE.  MARKER
 AH2607'IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0553 ***********************************************************************
 EZ0553  DESIGNATION -  150 WSM
 EZ0553  PID         -  EZ0553
 EZ0553  STATE/COUNTY-  NC/HARNETT
 EZ0553  USGS QUAD   -  LILLINGTON (1987)
 EZ0553
 EZ0553                         *CURRENT SURVEY CONTROL
 EZ0553  ___________________________________________________________________
 EZ0553* NAD 83(1986)-  35 22 34.     (N)    078 45 45.     (W)     SCALED    
 EZ0553* NAVD 88     -        49.779  (meters)     163.32   (feet)  ADJUSTED  
 EZ0553  ___________________________________________________________________
 EZ0553  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ0553  DYNAMIC HT  -          49.735 (meters)     163.17  (feet)  COMP
 EZ0553  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 EZ0553
 EZ0553  VERT ORDER  -  SECOND    CLASS II
 EZ0553
 EZ0553.The horizontal coordinates were scaled from a topographic map and have
 EZ0553.an estimated accuracy of +/- 6 seconds.
 EZ0553
 EZ0553.The orthometric height was determined by differential leveling
 EZ0553.and adjusted in June 1991.
 EZ0553
 EZ0553.The geoid height was determined by GEOID03.
 EZ0553
 EZ0553.The dynamic height is computed by dividing the NAVD 88
 EZ0553.geopotential number by the normal gravity value computed on the
 EZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0553.degrees latitude (g = 980.6199 gals.).
 EZ0553
 EZ0553.The modeled gravity was interpolated from observed gravity values.
 EZ0553
 EZ0553;                    North         East    Units  Estimated Accuracy
 EZ0553;SPC NC       -   180,410.      631,180.      MT  (+/- 180 meters Scaled)
 EZ0553
 EZ0553                          SUPERSEDED SURVEY CONTROL
 EZ0553
 EZ0553  NGVD 29 (??/??/92)   50.044  (m)          164.19   (f) ADJ UNCH    2 2
 EZ0553
 EZ0553.Superseded values are not recommended for survey control.
 EZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0553.See file dsdata.txt to determine how the superseded data were derived.
 EZ0553
 EZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV032170(NAD 83)
 EZ0553_MARKER: DD = SURVEY DISK
 EZ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0553_STAMPING: 150 WSM 1955 164
 EZ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0553+STABILITY: SURFACE MOTION
 EZ0553
 EZ0553  HISTORY     - Date     Condition        Report By
 EZ0553  HISTORY     - 1955     MONUMENTED       USGS
 EZ0553  HISTORY     - 1974     GOOD             NCGS
 EZ0553
 EZ0553                          STATION DESCRIPTION
 EZ0553
 EZ0553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0553'3.4 MI ESE FROM LILLINGTON.
 EZ0553'TO REACH STATION FROM INTERSECTION OF U.S. 401, NC 210 AND
 EZ0553'NC 27 WITH SR 2016 IN SOUTH LILLINGTON, PROCEED EASTERLY ALONG SR
 EZ0553'2016 FOR 3.6 MILES TO STATION ON LEFT AT DRIVEWAY SW TO TWO OLD
 EZ0553'BARNS, 2.6 MILES NORTH OF INTERSECTION OF SR 2016 WITH SR 2021,
 EZ0553'22.3 FT WEST OF C/L OF SR 2016, 7.5 FT NORTH OF A 30 INCH OAK
 EZ0553'W/ALUMINUM REF. TAG, 39.0 FT NORTH OF C/L DRIVEWAY TO TWO
 EZ0553'BARNS, AND 23.0 FT SOUTH OF TP 8 WITH JUNCTION BOX WITH ALUMINUM
 EZ0553'REF. TAG.  DISK IS SET IN PRECAST MONUMENT PROJECTING 2 INCHES
 EZ0553'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3048 ***********************************************************************
 EA3048  DESIGNATION -  150 WSM
 EA3048  PID         -  EA3048
 EA3048  STATE/COUNTY-  NC/DUPLIN
 EA3048  USGS QUAD   -  KENANSVILLE (1980)
 EA3048
 EA3048                         *CURRENT SURVEY CONTROL
 EA3048  ___________________________________________________________________
 EA3048* NAD 83(2001)-  34 58 13.99885(N)    077 57 31.22635(W)     ADJUSTED  
 EA3048* NAVD 88     -        22.61   (+/-2cm)      74.2    (feet)  VERTCON   
 EA3048  ___________________________________________________________________
 EA3048  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EA3048  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 EA3048  HORZ ORDER  -  SECOND
 EA3048  VERT ORDER  -  THIRD ? (See Below)
 EA3048
 EA3048.The horizontal coordinates were established by classical geodetic methods
 EA3048.and adjusted by the National Geodetic Survey in August 2005.
 EA3048
 EA3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3048.The vertical order pertains to the NGVD 29 superseded value.
 EA3048
 EA3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3048
 EA3048.The geoid height was determined by GEOID03.
 EA3048
 EA3048;                    North         East     Units Scale Factor Converg.
 EA3048;SPC NC       -   135,895.108   704,683.285   MT  0.99988457   +0 36 03.7
 EA3048;SPC NC       -   445,849.20  2,311,948.41   sFT  0.99988457   +0 36 03.7
 EA3048;UTM  18      - 3,873,777.255   229,877.918   MT  1.00049938   -1 41 48.5
 EA3048;UTM  17      - 3,874,003.995   777,670.492   MT  1.00055036   +1 44 39.4
 EA3048
 EA3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3048!SPC NC       -   1.00000206  x   0.99988457  =   0.99988663
 EA3048!UTM  18      -   1.00000206  x   1.00049938  =   1.00050144
 EA3048!UTM  17      -   1.00000206  x   1.00055036  =   1.00055242
 EA3048
 EA3048                          SUPERSEDED SURVEY CONTROL
 EA3048
 EA3048  NAD 83(1986)-  34 58 14.00675(N)    077 57 31.23819(W) AD(       ) 2
 EA3048  NAD 27      -  34 58 13.40887(N)    077 57 32.29607(W) AD(       ) 2
 EA3048  NGVD 29 (07/19/86)   22.89   (m)           75.1    (f) LEVELING    3  
 EA3048
 EA3048.Superseded values are not recommended for survey control.
 EA3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3048.See file dsdata.txt to determine how the superseded data were derived.
 EA3048
 EA3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2987873777(NAD 83)
 EA3048_MARKER: DB = BENCH MARK DISK
 EA3048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA3048+WITH SETTING: PAVEMENT
 EA3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3048+STABILITY: SURFACE MOTION
 EA3048
 EA3048  HISTORY     - Date     Condition        Report By
 EA3048  HISTORY     - 1954     MONUMENTED       USGS
 EA3048  HISTORY     - 19940326 GOOD             USPSQD
 EA3048
 EA3048                          STATION DESCRIPTION
 EA3048
 EA3048'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WSM)
 EA3048'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE NORTH-NORTHEAST OF
 EA3048'KENANSVILLE.
 EA3048'
 EA3048'TO REACH THE STATION FROM THE INTERSECTION OF NC 11 WITH NC 24 AT THE
 EA3048'POST OFFICE IN KENANSVILLE, PROCEED NORTH ALONG NC 11 FOR 0.6 MILE TO
 EA3048'STATION ON THE RIGHT, ON THE NORTHEAST CORNER OF BRIDGE OVER GROVE
 EA3048'CREEK AND IN BASE OF RAILING.
 EA3048'
 EA3048'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---150 WSM 1954
 EA3048'---, SET FLUSH IN DRILL HOLE IN CONCRETE.  MARK IS 14.0 FEET EAST OF
 EA3048'THE CENTERLINE OF NC 11, 1.0 FEET SOUTH OF 4 BY 4 REFLECTOR SIGN ON
 EA3048'NORTHEAST CORNER OF BRIDGE WITH REFERENCE TAG AND 28.4 FEET EAST OF 4
 EA3048'BY 4 REFLECTOR SIGN ON WEST CORNER OF BRIDGE.
 EA3048
 EA3048                          STATION RECOVERY (1994)
 EA3048
 EA3048'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1709 ***********************************************************************
 FB1709  DESIGNATION -  1500.4
 FB1709  PID         -  FB1709
 FB1709  STATE/COUNTY-  NC/SWAIN
 FB1709  USGS QUAD   -  NOLAND CREEK (1978)
 FB1709
 FB1709                         *CURRENT SURVEY CONTROL
 FB1709  ___________________________________________________________________
 FB1709* NAD 83(1986)-  35 26 56.     (N)    083 35 12.     (W)     SCALED    
 FB1709* NAVD 88     -       457.22   (+/-2cm)    1500.1    (feet)  VERTCON   
 FB1709  ___________________________________________________________________
 FB1709  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1709  VERT ORDER  -  ? (See Below)
 FB1709
 FB1709.The horizontal coordinates were scaled from a topographic map and have
 FB1709.an estimated accuracy of +/- 6 seconds.
 FB1709
 FB1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1709.The vertical order pertains to the NGVD 29 superseded value.
 FB1709
 FB1709.The geoid height was determined by GEOID03.
 FB1709
 FB1709;                    North         East    Units  Estimated Accuracy
 FB1709;SPC NC       -   198,080.      193,390.      MT  (+/- 180 meters Scaled)
 FB1709
 FB1709                          SUPERSEDED SURVEY CONTROL
 FB1709
 FB1709  NGVD 29 (??/??/92)  457.265  (m)         1500.21   (f) ADJ UNCH    ?  
 FB1709
 FB1709.Superseded values are not recommended for survey control.
 FB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1709.See file dsdata.txt to determine how the superseded data were derived.
 FB1709
 FB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV652259(NAD 83)
 FB1709_MARKER: Z = SEE DESCRIPTION
 FB1709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1709_SP_SET: CULVERT
 FB1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1709
 FB1709  HISTORY     - Date     Condition        Report By
 FB1709  HISTORY     - UNK      MONUMENTED       USGS
 FB1709  HISTORY     - 1934     GOOD             NGS
 FB1709
 FB1709                          STATION DESCRIPTION
 FB1709
 FB1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1709'1 MI N FROM BUSHNELL.
 FB1709'1 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM BUSHNELL, SWAIN
 FB1709'COUNTY, 0.2 MILE SOUTHEAST OF MILEPOST 75, AT A MASONRY CULVERT ON
 FB1709'STATE HIGHWAY 288, ON THE TOP OF THE SOUTH CONCRETE HEADWALL, 20
 FB1709'FEET NORTH OF THE NORTH RAIL, AND 15 FEET SOUTH OF THE CENTERLINE
 FB1709'OF THE HIGHWAY.  A CHISELED POINT, SURROUNDED BY THE PAINTED
 FB1709'LETTERS U.S.B.M. NO. 1 1500.4.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1711 ***********************************************************************
 FB1711  DESIGNATION -  1504.8
 FB1711  PID         -  FB1711
 FB1711  STATE/COUNTY-  NC/SWAIN
 FB1711  USGS QUAD   -  NOLAND CREEK (1978)
 FB1711
 FB1711                         *CURRENT SURVEY CONTROL
 FB1711  ___________________________________________________________________
 FB1711* NAD 83(1986)-  35 27 13.     (N)    083 34 59.     (W)     SCALED    
 FB1711* NAVD 88     -       458.56   (+/-2cm)    1504.5    (feet)  VERTCON   
 FB1711  ___________________________________________________________________
 FB1711  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1711  VERT ORDER  -  ? (See Below)
 FB1711
 FB1711.The horizontal coordinates were scaled from a topographic map and have
 FB1711.an estimated accuracy of +/- 6 seconds.
 FB1711
 FB1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1711.The vertical order pertains to the NGVD 29 superseded value.
 FB1711
 FB1711.The geoid height was determined by GEOID03.
 FB1711
 FB1711;                    North         East    Units  Estimated Accuracy
 FB1711;SPC NC       -   198,580.      193,740.      MT  (+/- 180 meters Scaled)
 FB1711
 FB1711                          SUPERSEDED SURVEY CONTROL
 FB1711
 FB1711  NGVD 29 (??/??/92)  458.606  (m)         1504.61   (f) ADJ UNCH    ?  
 FB1711
 FB1711.Superseded values are not recommended for survey control.
 FB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1711.See file dsdata.txt to determine how the superseded data were derived.
 FB1711
 FB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV655264(NAD 83)
 FB1711_MARKER: Q = CHISELED SQUARE
 FB1711_SETTING: 80 = SET IN A BOULDER
 FB1711_SP_SET: BOULDER
 FB1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1711+STABILITY: SURFACE MOTION
 FB1711
 FB1711  HISTORY     - Date     Condition        Report By
 FB1711  HISTORY     - UNK      MONUMENTED       USGS
 FB1711  HISTORY     - 1934     GOOD             NGS
 FB1711
 FB1711                          STATION DESCRIPTION
 FB1711
 FB1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1711'AT JANEY.
 FB1711'250 YARDS SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1711'AT JANEY, SWAIN COUNTY, 0.4 MILE SOUTHEAST OF MILEPOST 75, 6
 FB1711'FEET NORTH OF THE NORTH RAIL, 50 FEET SOUTH OF THE CENTERLINE OF
 FB1711'STATE HIGHWAY 288, AND 30 FEET LOWER THAN THE HIGHWAY, ON THE
 FB1711'TOP OF A LARGE BOULDER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0094 ***********************************************************************
 EZ0094  DESIGNATION -  152
 EZ0094  PID         -  EZ0094
 EZ0094  STATE/COUNTY-  NC/JOHNSTON
 EZ0094  USGS QUAD   -  PRINCETON (1974)
 EZ0094
 EZ0094                         *CURRENT SURVEY CONTROL
 EZ0094  ___________________________________________________________________
 EZ0094* NAD 83(1986)-  35 27 55.     (N)    078 09 30.     (W)     SCALED    
 EZ0094* NAVD 88     -        45.774  (meters)     150.18   (feet)  ADJUSTED  
 EZ0094  ___________________________________________________________________
 EZ0094  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EZ0094  DYNAMIC HT  -          45.734 (meters)     150.05  (feet)  COMP
 EZ0094  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 EZ0094
 EZ0094  VERT ORDER  -  FIRST     CLASS I
 EZ0094
 EZ0094.The horizontal coordinates were scaled from a topographic map and have
 EZ0094.an estimated accuracy of +/- 6 seconds.
 EZ0094
 EZ0094.The orthometric height was determined by differential leveling
 EZ0094.and adjusted in June 1991.
 EZ0094
 EZ0094.The geoid height was determined by GEOID03.
 EZ0094
 EZ0094.The dynamic height is computed by dividing the NAVD 88
 EZ0094.geopotential number by the normal gravity value computed on the
 EZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0094.degrees latitude (g = 980.6199 gals.).
 EZ0094
 EZ0094.The modeled gravity was interpolated from observed gravity values.
 EZ0094
 EZ0094;                    North         East    Units  Estimated Accuracy
 EZ0094;SPC NC       -   190,600.      685,990.      MT  (+/- 180 meters Scaled)
 EZ0094
 EZ0094                          SUPERSEDED SURVEY CONTROL
 EZ0094
 EZ0094  NGVD 29 (??/??/92)   46.085  (m)          151.20   (f) ADJ UNCH    1 1
 EZ0094
 EZ0094.Superseded values are not recommended for survey control.
 EZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0094.See file dsdata.txt to determine how the superseded data were derived.
 EZ0094
 EZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV578283(NAD 83)
 EZ0094_MARKER: P = PIPE CAP
 EZ0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ0094_STAMPING: 152
 EZ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0094
 EZ0094  HISTORY     - Date     Condition        Report By
 EZ0094  HISTORY     - UNK      MONUMENTED       USGS
 EZ0094  HISTORY     - 1968     GOOD             NGS
 EZ0094  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0094
 EZ0094                          STATION DESCRIPTION
 EZ0094
 EZ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0094'AT PRINCETON.
 EZ0094'AT PRINCETON, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 96
 EZ0094'YARDS EAST AND ACROSS THE TRACK FROM THE POST OFFICE, 8 1/2
 EZ0094'FEET SOUTHEAST OF THE SOUTH CORNER OF THE RAILROAD STATION,
 EZ0094'23 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 EZ0094'10 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDETRACK, 106
 EZ0094'FEET SOUTHEAST OF THE CENTERLINE OF CENTER STREET, 8 FEET
 EZ0094'NORTHWEST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF
 EZ0094'THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY CAP ON THE TOP OF A
 EZ0094'3 1/2-INCH IRON PIPE ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 EZ0094
 EZ0094                          STATION RECOVERY (1978)
 EZ0094
 EZ0094'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1715 ***********************************************************************
 FB1715  DESIGNATION -  1534.4
 FB1715  PID         -  FB1715
 FB1715  STATE/COUNTY-  NC/SWAIN
 FB1715  USGS QUAD   -  NOLAND CREEK (1978)
 FB1715
 FB1715                         *CURRENT SURVEY CONTROL
 FB1715  ___________________________________________________________________
 FB1715* NAD 83(1986)-  35 26 35.     (N)    083 34 13.     (W)     SCALED    
 FB1715* NAVD 88     -       467.60   (+/-2cm)    1534.1    (feet)  VERTCON   
 FB1715  ___________________________________________________________________
 FB1715  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1715  VERT ORDER  -  ? (See Below)
 FB1715
 FB1715.The horizontal coordinates were scaled from a topographic map and have
 FB1715.an estimated accuracy of +/- 6 seconds.
 FB1715
 FB1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1715.The vertical order pertains to the NGVD 29 superseded value.
 FB1715
 FB1715.The geoid height was determined by GEOID03.
 FB1715
 FB1715;                    North         East    Units  Estimated Accuracy
 FB1715;SPC NC       -   197,360.      194,850.      MT  (+/- 180 meters Scaled)
 FB1715
 FB1715                          SUPERSEDED SURVEY CONTROL
 FB1715
 FB1715  NGVD 29 (??/??/92)  467.643  (m)         1534.26   (f) ADJ UNCH    ?  
 FB1715
 FB1715.Superseded values are not recommended for survey control.
 FB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1715.See file dsdata.txt to determine how the superseded data were derived.
 FB1715
 FB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV667252(NAD 83)
 FB1715_MARKER: Q = CHISELED SQUARE
 FB1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1715_SP_SET: BRIDGE
 FB1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1715
 FB1715  HISTORY     - Date     Condition        Report By
 FB1715  HISTORY     - UNK      MONUMENTED       USGS
 FB1715  HISTORY     - 1934     GOOD             NGS
 FB1715
 FB1715                          STATION DESCRIPTION
 FB1715
 FB1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1715'AT FORNEY.
 FB1715'150 YARDS WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1715'AT FORNEY, SWAIN COUNTY, AT BRIDGE T 73.5 OVER FORNEY CREEK, ON
 FB1715'THE NORTH END OF THE WEST ABUTMENT, 4 FEET NORTH OF THE NORTH
 FB1715'RAIL, AND 1 FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0374 ***********************************************************************
 FC0374  DESIGNATION -  1535.6
 FC0374  PID         -  FC0374
 FC0374  STATE/COUNTY-  NC/CHEROKEE
 FC0374  USGS QUAD   -  MURPHY (1990)
 FC0374
 FC0374                         *CURRENT SURVEY CONTROL
 FC0374  ___________________________________________________________________
 FC0374* NAD 83(1986)-  35 05 28.     (N)    084 02 16.     (W)     SCALED    
 FC0374* NAVD 88     -       468.027  (meters)    1535.52   (feet)  ADJUSTED  
 FC0374  ___________________________________________________________________
 FC0374  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC0374  DYNAMIC HT  -         467.549 (meters)    1533.95  (feet)  COMP
 FC0374  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 FC0374
 FC0374  VERT ORDER  -  SECOND    CLASS 0
 FC0374
 FC0374.The horizontal coordinates were scaled from a topographic map and have
 FC0374.an estimated accuracy of +/- 6 seconds.
 FC0374
 FC0374.The orthometric height was determined by differential leveling
 FC0374.and adjusted in June 1991.
 FC0374
 FC0374.The geoid height was determined by GEOID03.
 FC0374
 FC0374.The dynamic height is computed by dividing the NAVD 88
 FC0374.geopotential number by the normal gravity value computed on the
 FC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0374.degrees latitude (g = 980.6199 gals.).
 FC0374
 FC0374.The modeled gravity was interpolated from observed gravity values.
 FC0374
 FC0374;                    North         East    Units  Estimated Accuracy
 FC0374;SPC NC       -   160,420.      150,480.      MT  (+/- 180 meters Scaled)
 FC0374
 FC0374                          SUPERSEDED SURVEY CONTROL
 FC0374
 FC0374  NGVD 29 (??/??/92)  468.057  (m)         1535.62   (f) ADJ UNCH    2 0
 FC0374
 FC0374.Superseded values are not recommended for survey control.
 FC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0374.See file dsdata.txt to determine how the superseded data were derived.
 FC0374
 FC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD700871(NAD 83)
 FC0374_MARKER: Q = CHISELED SQUARE
 FC0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0374_SP_SET: BRIDGE
 FC0374_PROJECTION: FLUSH
 FC0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0374
 FC0374  HISTORY     - Date     Condition        Report By
 FC0374  HISTORY     - UNK      MONUMENTED       USGS
 FC0374  HISTORY     - 1934     GOOD             NGS
 FC0374  HISTORY     - 19890515 MARK NOT FOUND   NCGS
 FC0374
 FC0374                          STATION DESCRIPTION
 FC0374
 FC0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0374'AT MURPHY.
 FC0374'AT MURPHY, CHEROKEE COUNTY, AT SOUTHERN RAILWAY BRIDGE 13 T 121.8
 FC0374'OVER VALLEY RIVER, AT THE SOUTHWEST ABUTMENT, ON THE TOP OF THE
 FC0374'WEST CORNER OF THE CONCRETE BRIDGE SEAT, 4 FEET NORTHWEST OF
 FC0374'THE NORTHWEST RAIL, AND ABOUT 2 FEET LOWER THAN THE BASE OF THE
 FC0374'RAIL.  A CHISELED SQUARE.
 FC0374
 FC0374                          STATION RECOVERY (1989)
 FC0374
 FC0374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (WCB)
 FC0374'STATION MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9388 ***********************************************************************
 DE9388  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9388  DESIGNATION -  154E 200
 DE9388  PID         -  DE9388
 DE9388  STATE/COUNTY-  NC/GUILFORD
 DE9388  USGS QUAD   -  GREENSBORO (1994)
 DE9388
 DE9388                         *CURRENT SURVEY CONTROL
 DE9388  ___________________________________________________________________
 DE9388* NAD 83(2007)-  36 00 32.93671(N)    079 50 12.41853(W)     ADJUSTED  
 DE9388* NAVD 88     -       262.58   (meters)     861.5    (feet)  GPS OBS   
 DE9388  ___________________________________________________________________
 DE9388  EPOCH DATE  -        2002.00
 DE9388  X           -     911,483.081 (meters)                     COMP
 DE9388  Y           -  -5,084,536.729 (meters)                     COMP
 DE9388  Z           -   3,729,149.207 (meters)                     COMP
 DE9388  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 DE9388  ELLIP HEIGHT-         231.813 (meters)          (02/10/07) ADJUSTED
 DE9388  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DE9388
 DE9388  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9388  Type    PID    Designation                      North   East  Ellip
 DE9388  -------------------------------------------------------------------
 DE9388  NETWORK DE9388 154E 200                          1.47   1.18   2.35
 DE9388  -------------------------------------------------------------------
 DE9388
 DE9388.The horizontal coordinates were established by GPS observations
 DE9388.and adjusted by the National Geodetic Survey in February 2007.
 DE9388
 DE9388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9388.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9388.The horizontal coordinates are valid at the epoch date displayed above.
 DE9388.The epoch date for horizontal control is a decimal equivalence
 DE9388.of Year/Month/Day.
 DE9388
 DE9388.The orthometric height was determined by GPS observations and a
 DE9388.high-resolution geoid model.
 DE9388.The orthometric height was determined by GPS observations and a
 DE9388.high-resolution geoid model using precise GPS observation and
 DE9388.processing techniques.
 DE9388
 DE9388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9388
 DE9388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9388
 DE9388.The ellipsoidal height was determined by GPS observations
 DE9388.and is referenced to NAD 83.
 DE9388
 DE9388.The geoid height was determined by GEOID03.
 DE9388
 DE9388;                    North         East     Units Scale Factor Converg.
 DE9388;SPC NC       -   250,933.781   534,166.424   MT  0.99995984   -0 28 58.7
 DE9388;SPC NC       -   823,271.91  1,752,511.01   sFT  0.99995984   -0 28 58.7
 DE9388;UTM  17      - 3,985,588.876   604,828.122   MT  0.99973540   +0 41 02.2
 DE9388
 DE9388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9388!SPC NC       -   0.99996362  x   0.99995984  =   0.99992346
 DE9388!UTM  17      -   0.99996362  x   0.99973540  =   0.99969903
 DE9388
 DE9388:                Primary Azimuth Mark                     Grid Az
 DE9388:SPC NC       -  207E 200                                 146 20 50.4
 DE9388:UTM  17      -  207E 200                                 145 10 49.5
 DE9388
 DE9388|---------------------------------------------------------------------|
 DE9388| PID    Reference Object                     Distance      Geod. Az  |
 DE9388|                                                           dddmmss.s |
 DE9388| DE9387 207E 200                            APPROX. 0.5 KM 1455151.7 |
 DE9388| AH6607 HOLDEN                              404.151 METERS 3101649.3 |
 DE9388|---------------------------------------------------------------------|
 DE9388
 DE9388                          SUPERSEDED SURVEY CONTROL
 DE9388
 DE9388  NAD 83(2001)-  36 00 32.93699(N)    079 50 12.41836(W) AD(       ) 1
 DE9388  ELLIP H (03/13/03)  231.817  (m)                       GP(       ) 4 2
 DE9388  NAD 83(1986)-  36 00 32.94320(N)    079 50 12.42603(W) AD(       ) 1
 DE9388
 DE9388.Superseded values are not recommended for survey control.
 DE9388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9388.See file dsdata.txt to determine how the superseded data were derived.
 DE9388
 DE9388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0482885589(NAD 83)
 DE9388_MARKER: DD = SURVEY DISK
 DE9388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9388_STAMPING: 154E200 1999
 DE9388_MARK LOGO: NC1940
 DE9388_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9388+STABILITY: SURFACE MOTION
 DE9388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9388+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9388
 DE9388  HISTORY     - Date     Condition        Report By
 DE9388  HISTORY     - 1999     MONUMENTED       NC1940
 DE9388
 DE9388                          STATION DESCRIPTION
 DE9388
 DE9388'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9388'STATION IS ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9388'GREENSBORO GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) NORTHEAST OF
 DE9388'GROOMETOWN.
 DE9388'ALONG HOLDEN ROAD, 0.1 MI (0.2 KM) SOUTHEAST OF I-85, ON THE EAST SIDE
 DE9388'OF THE ROAD AND IN THE SOUTH CORNER OF DRIVEWAY TO NORTH STATE
 DE9388'FLEXIBLES.
 DE9388'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE EDGE OF PAVEMENT AND RECESSED
 DE9388'3-INCHES BELOW THE GROUND. LOCATED 36.0 FT (11.0 M) EAST OF THE
 DE9388'CENTERLINE OF HOLDEN ROAD, 18.0 FT (5.5 M) SOUTHEAST OF THE CENTERLINE
 DE9388'OF DRIVEWAY, AND 10.0 FT (3.0 M) SOUTHWEST OF THE WEST CORNER
 DE9388'OF--NORTH STATE FLEXIBLES---SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9509 ***********************************************************************
 DE9509  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9509  DESIGNATION -  155E 200
 DE9509  PID         -  DE9509
 DE9509  STATE/COUNTY-  NC/GUILFORD
 DE9509  USGS QUAD   -  GREENSBORO (1994)
 DE9509
 DE9509                         *CURRENT SURVEY CONTROL
 DE9509  ___________________________________________________________________
 DE9509* NAD 83(2007)-  36 00 43.65919(N)    079 51 20.46462(W)     ADJUSTED  
 DE9509* NAVD 88     -       266.92   (meters)     875.7    (feet)  GPS OBS   
 DE9509  ___________________________________________________________________
 DE9509  EPOCH DATE  -        2002.00
 DE9509  X           -     909,772.042 (meters)                     COMP
 DE9509  Y           -  -5,084,649.264 (meters)                     COMP
 DE9509  Z           -   3,729,419.056 (meters)                     COMP
 DE9509  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 DE9509  ELLIP HEIGHT-         236.072 (meters)          (02/10/07) ADJUSTED
 DE9509  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9509
 DE9509  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9509  Type    PID    Designation                      North   East  Ellip
 DE9509  -------------------------------------------------------------------
 DE9509  NETWORK DE9509 155E 200                          1.90   1.67   2.88
 DE9509  -------------------------------------------------------------------
 DE9509
 DE9509.The horizontal coordinates were established by GPS observations
 DE9509.and adjusted by the National Geodetic Survey in February 2007.
 DE9509
 DE9509.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9509.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9509.The horizontal coordinates are valid at the epoch date displayed above.
 DE9509.The epoch date for horizontal control is a decimal equivalence
 DE9509.of Year/Month/Day.
 DE9509
 DE9509.The orthometric height was determined by GPS observations and a
 DE9509.high-resolution geoid model.
 DE9509.The orthometric height was determined by GPS observations and a
 DE9509.high-resolution geoid model using precise GPS observation and
 DE9509.processing techniques.
 DE9509
 DE9509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9509
 DE9509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9509
 DE9509.The ellipsoidal height was determined by GPS observations
 DE9509.and is referenced to NAD 83.
 DE9509
 DE9509.The geoid height was determined by GEOID03.
 DE9509
 DE9509;                    North         East     Units Scale Factor Converg.
 DE9509;SPC NC       -   251,278.769   532,465.353   MT  0.99996053   -0 29 38.0
 DE9509;SPC NC       -   824,403.76  1,746,930.08   sFT  0.99996053   -0 29 38.0
 DE9509;UTM  17      - 3,985,899.083   603,120.767   MT  0.99973103   +0 40 22.3
 DE9509
 DE9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9509!SPC NC       -   0.99996295  x   0.99996053  =   0.99992348
 DE9509!UTM  17      -   0.99996295  x   0.99973103  =   0.99969399
 DE9509
 DE9509                          SUPERSEDED SURVEY CONTROL
 DE9509
 DE9509  NAD 83(2001)-  36 00 43.65943(N)    079 51 20.46443(W) AD(       ) 1
 DE9509  ELLIP H (03/13/03)  236.077  (m)                       GP(       ) 4 2
 DE9509  NAD 83(1986)-  36 00 43.66574(N)    079 51 20.47220(W) AD(       ) 1
 DE9509
 DE9509.Superseded values are not recommended for survey control.
 DE9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9509.See file dsdata.txt to determine how the superseded data were derived.
 DE9509
 DE9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0312185899(NAD 83)
 DE9509_MARKER: DD = SURVEY DISK
 DE9509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9509_STAMPING: 155E201 1999
 DE9509_MARK LOGO: NC1940
 DE9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9509+STABILITY: SURFACE MOTION
 DE9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9509+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9509
 DE9509  HISTORY     - Date     Condition        Report By
 DE9509  HISTORY     - 1999     MONUMENTED       NC1940
 DE9509
 DE9509                          STATION DESCRIPTION
 DE9509
 DE9509'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9509'STATION IS ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9509'GOVERNMENT PLAZA, AND AT THE INTERSECTION OF WILEY DAVIS ROAD AND
 DE9509'CLAIR PLACE.
 DE9509'PROCEED FROM I-85, NORTH FOR 0.1 MI (0.2 KM) ALONG GROOMETOWN ROAD,
 DE9509'THENCE NORTHEAST FOR 1.1 MI (1.8 KM) ALONG WILEY DAVIS ROAD TO CLAIR
 DE9509'PLACE, AND STATION IN THE NORTHWEST QUADRANT OF INTERSECTION.
 DE9509'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9509'GROUND. LOCATED 18.4 FT (5.6 M) WEST OF CENTERLINE OF WILEY DAVIS
 DE9509'ROAD, 49.0 FT (14.9 M) NORTH OF CENTERLINE OF CLAIR PLACE, 28.5 FT
 DE9509'(8.7 M) NORTHEAST OF POWER POLE (0B3 130T), AND 27.0 FT (8.2 M) NORTH
 DE9509'OF STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1716 ***********************************************************************
 FB1716  DESIGNATION -  1569
 FB1716  PID         -  FB1716
 FB1716  STATE/COUNTY-  NC/SWAIN
 FB1716  USGS QUAD   -  NOLAND CREEK (1978)
 FB1716
 FB1716                         *CURRENT SURVEY CONTROL
 FB1716  ___________________________________________________________________
 FB1716* NAD 83(1986)-  35 26 32.     (N)    083 33 15.     (W)     SCALED    
 FB1716* NAVD 88     -       478.115  (meters)    1568.62   (feet)  ADJUSTED  
 FB1716  ___________________________________________________________________
 FB1716  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1716  DYNAMIC HT  -         477.598 (meters)    1566.92  (feet)  COMP
 FB1716  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 FB1716
 FB1716  VERT ORDER  -  FIRST     CLASS II
 FB1716
 FB1716.The horizontal coordinates were scaled from a topographic map and have
 FB1716.an estimated accuracy of +/- 6 seconds.
 FB1716
 FB1716.The orthometric height was determined by differential leveling
 FB1716.and adjusted in June 1991.
 FB1716
 FB1716.The geoid height was determined by GEOID03.
 FB1716
 FB1716.The dynamic height is computed by dividing the NAVD 88
 FB1716.geopotential number by the normal gravity value computed on the
 FB1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1716.degrees latitude (g = 980.6199 gals.).
 FB1716
 FB1716.The modeled gravity was interpolated from observed gravity values.
 FB1716
 FB1716;                    North         East    Units  Estimated Accuracy
 FB1716;SPC NC       -   197,200.      196,300.      MT  (+/- 180 meters Scaled)
 FB1716
 FB1716                          SUPERSEDED SURVEY CONTROL
 FB1716
 FB1716  NGVD 29 (??/??/92)  478.153  (m)         1568.74   (f) ADJ UNCH    1 2
 FB1716
 FB1716.Superseded values are not recommended for survey control.
 FB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1716.See file dsdata.txt to determine how the superseded data were derived.
 FB1716
 FB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV681250(NAD 83)
 FB1716_MARKER: H = DRILL HOLE
 FB1716_SETTING: 80 = SET IN A BOULDER
 FB1716_SP_SET: BOULDER
 FB1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1716+STABILITY: SURFACE MOTION
 FB1716
 FB1716  HISTORY     - Date     Condition        Report By
 FB1716  HISTORY     - UNK      MONUMENTED       USGS
 FB1716  HISTORY     - 1934     GOOD             NGS
 FB1716
 FB1716                          STATION DESCRIPTION
 FB1716
 FB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1716'1.1 MI E FROM FORNEY.
 FB1716'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1716'AT FORNEY, SWAIN COUNTY, 870 FEET WEST OF MILEPOST 72, 20 FEET
 FB1716'NORTH OF THE NORTH BANK OF TUCKASEGEE RIVER, AND 9 FEET SOUTH
 FB1716'OF THE SOUTH RAIL, IN A LARGE BOULDER.  A 1-INCH DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9505 ***********************************************************************
 DE9505  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9505  DESIGNATION -  156E 200
 DE9505  PID         -  DE9505
 DE9505  STATE/COUNTY-  NC/GUILFORD
 DE9505  USGS QUAD   -  GREENSBORO (1994)
 DE9505
 DE9505                         *CURRENT SURVEY CONTROL
 DE9505  ___________________________________________________________________
 DE9505* NAD 83(2007)-  36 00 32.47784(N)    079 51 58.99917(W)     ADJUSTED  
 DE9505* NAVD 88     -       266.90   (meters)     875.7    (feet)  GPS OBS   
 DE9505  ___________________________________________________________________
 DE9505  EPOCH DATE  -        2002.00
 DE9505  X           -     908,857.753 (meters)                     COMP
 DE9505  Y           -  -5,085,018.572 (meters)                     COMP
 DE9505  Z           -   3,729,140.245 (meters)                     COMP
 DE9505  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 DE9505  ELLIP HEIGHT-         236.029 (meters)          (02/10/07) ADJUSTED
 DE9505  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DE9505
 DE9505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9505  Type    PID    Designation                      North   East  Ellip
 DE9505  -------------------------------------------------------------------
 DE9505  NETWORK DE9505 156E 200                          1.41   1.10   2.02
 DE9505  -------------------------------------------------------------------
 DE9505
 DE9505.The horizontal coordinates were established by GPS observations
 DE9505.and adjusted by the National Geodetic Survey in February 2007.
 DE9505
 DE9505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9505.The horizontal coordinates are valid at the epoch date displayed above.
 DE9505.The epoch date for horizontal control is a decimal equivalence
 DE9505.of Year/Month/Day.
 DE9505
 DE9505.The orthometric height was determined by GPS observations and a
 DE9505.high-resolution geoid model.
 DE9505.The orthometric height was determined by GPS observations and a
 DE9505.high-resolution geoid model using precise GPS observation and
 DE9505.processing techniques.
 DE9505
 DE9505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9505
 DE9505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9505
 DE9505.The ellipsoidal height was determined by GPS observations
 DE9505.and is referenced to NAD 83.
 DE9505
 DE9505.The geoid height was determined by GEOID03.
 DE9505
 DE9505;                    North         East     Units Scale Factor Converg.
 DE9505;SPC NC       -   250,942.534   531,497.452   MT  0.99995981   -0 30 00.2
 DE9505;SPC NC       -   823,300.63  1,743,754.56   sFT  0.99995981   -0 30 00.2
 DE9505;UTM  17      - 3,985,543.292   602,160.133   MT  0.99972860   +0 39 59.5
 DE9505
 DE9505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9505!SPC NC       -   0.99996296  x   0.99995981  =   0.99992277
 DE9505!UTM  17      -   0.99996296  x   0.99972860  =   0.99969157
 DE9505
 DE9505                          SUPERSEDED SURVEY CONTROL
 DE9505
 DE9505  NAD 83(2001)-  36 00 32.47809(N)    079 51 58.99901(W) AD(       ) 1
 DE9505  ELLIP H (03/13/03)  236.034  (m)                       GP(       ) 4 2
 DE9505  NAD 83(1986)-  36 00 32.48445(N)    079 51 59.00681(W) AD(       ) 1
 DE9505
 DE9505.Superseded values are not recommended for survey control.
 DE9505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9505.See file dsdata.txt to determine how the superseded data were derived.
 DE9505
 DE9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0216085543(NAD 83)
 DE9505_MARKER: DD = SURVEY DISK
 DE9505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9505_STAMPING: 156E200 1999
 DE9505_MARK LOGO: NC1940
 DE9505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9505+STABILITY: SURFACE MOTION
 DE9505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9505+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9505
 DE9505  HISTORY     - Date     Condition        Report By
 DE9505  HISTORY     - 1999     MONUMENTED       NC1940
 DE9505
 DE9505                          STATION DESCRIPTION
 DE9505
 DE9505'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9505'STATION IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9505'GOVERNMENT PLAZA, AND AT THE INTERSECTION OF GROOMETOWN ROAD AND
 DE9505'AUBURN HILLS DRIVE.
 DE9505'ALONG GROOMETOWN ROAD, 0.8 MI (1.3 KM) NORTH OF I-85 UNDERPASS, IN THE
 DE9505'SOUTHWEST QUADRANT OF INTERSECTION WITH AUBURN HILLS DRIVE.
 DE9505'MARK IS ABOUT LEVEL WITH CENTER OF GROOMETOWN ROAD AND RECESSED
 DE9505'3-INCHES BELOW THE GROUND. LOCATED 13.7 FT (4.2 M) NORTHWEST OF
 DE9505'CENTERLINE OF GROOMETOWN ROAD, 83.0 FT (25.3 M) SOUTHWEST OF
 DE9505'CENTERLINE OF AUBURN HILLS DRIVE, 20.3 FT (6.2 M) SOUTH OF POWER POLE,
 DE9505'44.0 FT (13.4 M) NORTHEAST OF FIRE HYDRANT, AND 34.9 FT (10.6 M) EAST
 DE9505'OF BRICK--AUBURN HILLS AT SEDGEFIELD--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9498 ***********************************************************************
 DE9498  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9498  DESIGNATION -  156W 200
 DE9498  PID         -  DE9498
 DE9498  STATE/COUNTY-  NC/GUILFORD
 DE9498  USGS QUAD   -  GUILFORD (1994)
 DE9498
 DE9498                         *CURRENT SURVEY CONTROL
 DE9498  ___________________________________________________________________
 DE9498* NAD 83(2007)-  36 00 37.75168(N)    079 52 49.49108(W)     ADJUSTED  
 DE9498* NAVD 88     -       243.30   (meters)     798.2    (feet)  GPS OBS   
 DE9498  ___________________________________________________________________
 DE9498  EPOCH DATE  -        2002.00
 DE9498  X           -     907,592.801 (meters)                     COMP
 DE9498  Y           -  -5,085,127.974 (meters)                     COMP
 DE9498  Z           -   3,729,257.827 (meters)                     COMP
 DE9498  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 DE9498  ELLIP HEIGHT-         212.366 (meters)          (02/10/07) ADJUSTED
 DE9498  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9498
 DE9498  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9498  Type    PID    Designation                      North   East  Ellip
 DE9498  -------------------------------------------------------------------
 DE9498  NETWORK DE9498 156W 200                          1.65   1.43   2.63
 DE9498  -------------------------------------------------------------------
 DE9498
 DE9498.The horizontal coordinates were established by GPS observations
 DE9498.and adjusted by the National Geodetic Survey in February 2007.
 DE9498
 DE9498.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9498.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9498.The horizontal coordinates are valid at the epoch date displayed above.
 DE9498.The epoch date for horizontal control is a decimal equivalence
 DE9498.of Year/Month/Day.
 DE9498
 DE9498.The orthometric height was determined by GPS observations and a
 DE9498.high-resolution geoid model.
 DE9498.The orthometric height was determined by GPS observations and a
 DE9498.high-resolution geoid model using precise GPS observation and
 DE9498.processing techniques.
 DE9498
 DE9498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9498
 DE9498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9498
 DE9498.The ellipsoidal height was determined by GPS observations
 DE9498.and is referenced to NAD 83.
 DE9498
 DE9498.The geoid height was determined by GEOID03.
 DE9498
 DE9498;                    North         East     Units Scale Factor Converg.
 DE9498;SPC NC       -   251,116.196   530,234.544   MT  0.99996015   -0 30 29.3
 DE9498;SPC NC       -   823,870.39  1,739,611.17   sFT  0.99996015   -0 30 29.3
 DE9498;UTM  17      - 3,985,691.173   600,894.247   MT  0.99972543   +0 39 29.9
 DE9498
 DE9498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9498!SPC NC       -   0.99996667  x   0.99996015  =   0.99992682
 DE9498!UTM  17      -   0.99996667  x   0.99972543  =   0.99969211
 DE9498
 DE9498:                Primary Azimuth Mark                     Grid Az
 DE9498:SPC NC       -  156W 201                                 356 20 38.3
 DE9498:UTM  17      -  156W 201                                 355 10 39.1
 DE9498
 DE9498|---------------------------------------------------------------------|
 DE9498| PID    Reference Object                     Distance      Geod. Az  |
 DE9498|                                                           dddmmss.s |
 DE9498| DE9499 156W 201                            449.315 METERS 3555009.0 |
 DE9498|---------------------------------------------------------------------|
 DE9498
 DE9498                          SUPERSEDED SURVEY CONTROL
 DE9498
 DE9498  NAD 83(2001)-  36 00 37.75191(N)    079 52 49.49094(W) AD(       ) 1
 DE9498  ELLIP H (03/13/03)  212.372  (m)                       GP(       ) 4 2
 DE9498  NAD 83(1986)-  36 00 37.75836(N)    079 52 49.49875(W) AD(       ) 1
 DE9498
 DE9498.Superseded values are not recommended for survey control.
 DE9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9498.See file dsdata.txt to determine how the superseded data were derived.
 DE9498
 DE9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0089485691(NAD 83)
 DE9498_MARKER: DD = SURVEY DISK
 DE9498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9498_STAMPING: 156W200 1999
 DE9498_MARK LOGO: NC1940
 DE9498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9498+STABILITY: SURFACE MOTION
 DE9498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9498+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9498
 DE9498  HISTORY     - Date     Condition        Report By
 DE9498  HISTORY     - 1999     MONUMENTED       NC1940
 DE9498
 DE9498                          STATION DESCRIPTION
 DE9498
 DE9498'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9498'STATION IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9498'GOVERNMENT PLAZA, 0.9 MI (1.4 KM) EAST-NORTHEAST OF THE SEDGEFIELD
 DE9498'COMMUNITY.
 DE9498'ALONG SR 1372 (ALAMANCE ROAD), 0.65 MI (1.05 KM) SOUTH OF HIGH POINT
 DE9498'ROAD, IN THE NORTHWEST QUADRANT OF INTERSECTION WITH SR 1376
 DE9498'(MECKLENBURG ROAD).
 DE9498'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF SR 1376 AND RECESSED
 DE9498'4-INCHES BELOW THE GROUND. LOCATED 57.0 FT (17.4 M) WEST OF THE
 DE9498'CENTERLINE OF SR 1372, 18.4 FT (5.6 M) NORTH OF THE CENTERLINE OF SR
 DE9498'1376, 29.5 FT (9.0 M) EAST OF SPEED LIMIT SIGN, AND 40.8 FT (12.4 M)
 DE9498'NORTH-NORTHWEST OF POWER POLE (E949-G363).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9499 ***********************************************************************
 DE9499  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9499  DESIGNATION -  156W 201
 DE9499  PID         -  DE9499
 DE9499  STATE/COUNTY-  NC/GUILFORD
 DE9499  USGS QUAD   -  GUILFORD (1994)
 DE9499
 DE9499                         *CURRENT SURVEY CONTROL
 DE9499  ___________________________________________________________________
 DE9499* NAD 83(2007)-  36 00 52.29097(N)    079 52 50.79397(W)     ADJUSTED  
 DE9499* NAVD 88     -       254.89   (meters)     836.3    (feet)  GPS OBS   
 DE9499  ___________________________________________________________________
 DE9499  EPOCH DATE  -        2002.00
 DE9499  X           -     907,516.030 (meters)                     COMP
 DE9499  Y           -  -5,084,883.531 (meters)                     COMP
 DE9499  Z           -   3,729,627.133 (meters)                     COMP
 DE9499  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 DE9499  ELLIP HEIGHT-         223.942 (meters)          (02/10/07) ADJUSTED
 DE9499  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DE9499
 DE9499  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9499  Type    PID    Designation                      North   East  Ellip
 DE9499  -------------------------------------------------------------------
 DE9499  NETWORK DE9499 156W 201                          1.59   1.35   2.53
 DE9499  -------------------------------------------------------------------
 DE9499
 DE9499.The horizontal coordinates were established by GPS observations
 DE9499.and adjusted by the National Geodetic Survey in February 2007.
 DE9499
 DE9499.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9499.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9499.The horizontal coordinates are valid at the epoch date displayed above.
 DE9499.The epoch date for horizontal control is a decimal equivalence
 DE9499.of Year/Month/Day.
 DE9499
 DE9499.The orthometric height was determined by GPS observations and a
 DE9499.high-resolution geoid model.
 DE9499.The orthometric height was determined by GPS observations and a
 DE9499.high-resolution geoid model using precise GPS observation and
 DE9499.processing techniques.
 DE9499
 DE9499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9499
 DE9499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9499
 DE9499.The ellipsoidal height was determined by GPS observations
 DE9499.and is referenced to NAD 83.
 DE9499
 DE9499.The geoid height was determined by GEOID03.
 DE9499
 DE9499;                    North         East     Units Scale Factor Converg.
 DE9499;SPC NC       -   251,564.580   530,205.895   MT  0.99996109   -0 30 30.1
 DE9499;SPC NC       -   825,341.46  1,739,517.17   sFT  0.99996109   -0 30 30.1
 DE9499;UTM  17      - 3,986,138.776   600,856.485   MT  0.99972534   +0 39 29.3
 DE9499
 DE9499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9499!SPC NC       -   0.99996485  x   0.99996109  =   0.99992595
 DE9499!UTM  17      -   0.99996485  x   0.99972534  =   0.99969020
 DE9499
 DE9499:                Primary Azimuth Mark                     Grid Az
 DE9499:SPC NC       -  156W 200                                 176 20 38.3
 DE9499:UTM  17      -  156W 200                                 175 10 38.9
 DE9499
 DE9499|---------------------------------------------------------------------|
 DE9499| PID    Reference Object                     Distance      Geod. Az  |
 DE9499|                                                           dddmmss.s |
 DE9499| DE9498 156W 200                            449.315 METERS 1755008.2 |
 DE9499|---------------------------------------------------------------------|
 DE9499
 DE9499                          SUPERSEDED SURVEY CONTROL
 DE9499
 DE9499  NAD 83(2001)-  36 00 52.29119(N)    079 52 50.79381(W) AD(       ) 1
 DE9499  ELLIP H (03/13/03)  223.948  (m)                       GP(       ) 4 2
 DE9499  NAD 83(1986)-  36 00 52.29761(N)    079 52 50.80169(W) AD(       ) 1
 DE9499
 DE9499.Superseded values are not recommended for survey control.
 DE9499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9499.See file dsdata.txt to determine how the superseded data were derived.
 DE9499
 DE9499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0085686139(NAD 83)
 DE9499_MARKER: DD = SURVEY DISK
 DE9499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9499_STAMPING: 156W201 1999
 DE9499_MARK LOGO: NC1940
 DE9499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9499+STABILITY: SURFACE MOTION
 DE9499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9499+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9499
 DE9499  HISTORY     - Date     Condition        Report By
 DE9499  HISTORY     - 1999     MONUMENTED       NC1940
 DE9499
 DE9499                          STATION DESCRIPTION
 DE9499
 DE9499'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9499'STATION IS ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9499'GOVERNMENT PLAZA, 0.8 MI (1.3 KM) EAST OF THE SEDGEFIELD COMMUNITY.
 DE9499'ALONG SR 1372 (ALAMANCE ROAD), 0.4 MI (0.6 KM) SOUTH OF HIGH POINT
 DE9499'ROAD, IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH DORCHESTER ROAD.
 DE9499'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9499'GROUND. LOCATED 95.6 FT (29.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DE9499'SR 1372, 12.8 FT (3.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DE9499'DORCHESTER ROAD, 4.2 FT (1.3 M) NORTHWEST OF FENCE, 80.0 FT (24.4 M)
 DE9499'NORTHEAST OF CART PATH, AND 85.0 FT (25.9 M) NORTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9232 ***********************************************************************
 DE9232  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9232  DESIGNATION -  157W 200
 DE9232  PID         -  DE9232
 DE9232  STATE/COUNTY-  NC/GUILFORD
 DE9232  USGS QUAD   -  GUILFORD (1994)
 DE9232
 DE9232                         *CURRENT SURVEY CONTROL
 DE9232  ___________________________________________________________________
 DE9232* NAD 83(2007)-  36 00 54.52226(N)    079 53 47.80203(W)     ADJUSTED  
 DE9232* NAVD 88     -       266.88   (meters)     875.6    (feet)  GPS OBS   
 DE9232  ___________________________________________________________________
 DE9232  EPOCH DATE  -        2002.00
 DE9232  X           -     906,105.218 (meters)                     COMP
 DE9232  Y           -  -5,085,103.837 (meters)                     COMP
 DE9232  Z           -   3,729,689.771 (meters)                     COMP
 DE9232  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 DE9232  ELLIP HEIGHT-         235.860 (meters)          (02/10/07) ADJUSTED
 DE9232  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE9232
 DE9232  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9232  Type    PID    Designation                      North   East  Ellip
 DE9232  -------------------------------------------------------------------
 DE9232  NETWORK DE9232 157W 200                          1.45   1.33   2.18
 DE9232  -------------------------------------------------------------------
 DE9232
 DE9232.The horizontal coordinates were established by GPS observations
 DE9232.and adjusted by the National Geodetic Survey in February 2007.
 DE9232
 DE9232.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9232.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9232.The horizontal coordinates are valid at the epoch date displayed above.
 DE9232.The epoch date for horizontal control is a decimal equivalence
 DE9232.of Year/Month/Day.
 DE9232
 DE9232.The orthometric height was determined by GPS observations and a
 DE9232.high-resolution geoid model.
 DE9232.The orthometric height was determined by GPS observations and a
 DE9232.high-resolution geoid model using precise GPS observation and
 DE9232.processing techniques.
 DE9232
 DE9232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9232
 DE9232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9232
 DE9232.The ellipsoidal height was determined by GPS observations
 DE9232.and is referenced to NAD 83.
 DE9232
 DE9232.The geoid height was determined by GEOID03.
 DE9232
 DE9232;                    North         East     Units Scale Factor Converg.
 DE9232;SPC NC       -   251,646.126   528,779.097   MT  0.99996123   -0 31 03.0
 DE9232;SPC NC       -   825,609.00  1,734,836.09   sFT  0.99996123   -0 31 03.0
 DE9232;UTM  17      - 3,986,191.248   599,428.662   MT  0.99972181   +0 38 55.8
 DE9232
 DE9232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9232!SPC NC       -   0.99996298  x   0.99996123  =   0.99992421
 DE9232!UTM  17      -   0.99996298  x   0.99972181  =   0.99968480
 DE9232
 DE9232                          SUPERSEDED SURVEY CONTROL
 DE9232
 DE9232  NAD 83(2001)-  36 00 54.52246(N)    079 53 47.80190(W) AD(       ) 1
 DE9232  ELLIP H (03/13/03)  235.867  (m)                       GP(       ) 4 2
 DE9232  NAD 83(1986)-  36 00 54.52921(N)    079 53 47.80981(W) AD(       ) 1
 DE9232
 DE9232.Superseded values are not recommended for survey control.
 DE9232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9232.See file dsdata.txt to determine how the superseded data were derived.
 DE9232
 DE9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9942986191(NAD 83)
 DE9232_MARKER: DD = SURVEY DISK
 DE9232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9232_STAMPING: 157W.200 7/97
 DE9232_MARK LOGO: NC1940
 DE9232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9232+STABILITY: SURFACE MOTION
 DE9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9232+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DE9232
 DE9232  HISTORY     - Date     Condition        Report By
 DE9232  HISTORY     - 1997     MONUMENTED       NC1940
 DE9232  HISTORY     - 20031112 GOOD             REGLS
 DE9232  HISTORY     - 20060221 GOOD             USPSQD
 DE9232
 DE9232                          STATION DESCRIPTION
 DE9232
 DE9232'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9232'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF THE DOWNTOWN
 DE9232'GREENSBORO GOVERNMENT COMPLEX AND 6 MI (9.7 KM) SOUTHEAST OF THE
 DE9232'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF HIGH
 DE9232'POINT ROAD AND MACKAY ROAD.
 DE9232'ALONG HIGH POINT ROAD FOR 3.9 MI (6.3 KM) SOUTHWEST FROM THE I-40
 DE9232'OVERPASS (EXIT 217) TO MACKAY ROAD AND STATION IN THE NORTH QUADRANT
 DE9232'OF INTERSECTION, IN GRASS BETWEEN HIGH POINT ROAD AND MCDONALDS
 DE9232'PARKING LOT.
 DE9232'MARK IS LEVEL WITH THE CENTERLINE OF ROAD AND FLUSH WITH THE GROUND.
 DE9232'LOCATED 42.5 FT (13.0 M) NORTHWEST OF THE CENTERLINE OF HIGH POINT
 DE9232'ROAD, 80.5 FT (24.5 M) NORTHEAST OF THE CENTERLINE OF MCKAY ROAD, 39.7
 DE9232'FT (12.1 M) SOUTHWEST OF A FIRE HYDRANT, 19.2 FT (5.9 M) SOUTHEAST OF
 DE9232'THE BACK OF CURB OF PARKING LOT, 65.7 FT (20.0 M) WEST-SOUTHWEST
 DE9232'OF--RIGHT LANE MUST TURN RIGHT--SIGN, AND 45.9 FT (14.0 M)
 DE9232'EAST-NORTHEAST OF A POWER POLE.
 DE9232
 DE9232                          STATION RECOVERY (2003)
 DE9232
 DE9232'RECOVERY NOTE BY REGIONAL LAND SURVEYORS INC 2003 (BRW)
 DE9232'RECOVERED IN GOOD CONDITION.
 DE9232
 DE9232                          STATION RECOVERY (2006)
 DE9232
 DE9232'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2613 ***********************************************************************
 AH2613  DESIGNATION -  158 JAS
 AH2613  PID         -  AH2613
 AH2613  STATE/COUNTY-  NC/LINCOLN
 AH2613  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2613
 AH2613                         *CURRENT SURVEY CONTROL
 AH2613  ___________________________________________________________________
 AH2613* NAD 83(2001)-  35 25 39.58168(N)    080 57 29.02346(W)     ADJUSTED  
 AH2613* NAVD 88     -       212.07   (+/-2cm)     695.8    (feet)  VERTCON   
 AH2613  ___________________________________________________________________
 AH2613  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 AH2613  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AH2613  HORZ ORDER  -  SECOND
 AH2613  VERT ORDER  -  THIRD ? (See Below)
 AH2613
 AH2613.The horizontal coordinates were established by classical geodetic methods
 AH2613.and adjusted by the National Geodetic Survey in August 2005.
 AH2613
 AH2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2613.The vertical order pertains to the NGVD 29 superseded value.
 AH2613
 AH2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2613
 AH2613.The geoid height was determined by GEOID03.
 AH2613
 AH2613;                    North         East     Units Scale Factor Converg.
 AH2613;SPC NC       -   187,856.781   431,821.653   MT  0.99987729   -1 07 48.5
 AH2613;SPC NC       -   616,326.79  1,416,734.87   sFT  0.99987729   -1 07 48.5
 AH2613;UTM  17      - 3,920,471.592   503,806.888   MT  0.99960018   +0 01 27.5
 AH2613
 AH2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2613!SPC NC       -   0.99997160  x   0.99987729  =   0.99984889
 AH2613!UTM  17      -   0.99997160  x   0.99960018  =   0.99957179
 AH2613
 AH2613                          SUPERSEDED SURVEY CONTROL
 AH2613
 AH2613  NAD 83(1986)-  35 25 39.59527(N)    080 57 29.03041(W) AD(       ) 2
 AH2613  NGVD 29 (08/11/98)  212.29   (m)          696.5    (f) LEVELING    3  
 AH2613
 AH2613.Superseded values are not recommended for survey control.
 AH2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2613.See file dsdata.txt to determine how the superseded data were derived.
 AH2613
 AH2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0380720472(NAD 83)
 AH2613_MARKER: DB = BENCH MARK DISK
 AH2613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2613_SP_SET: WHEELGUARD
 AH2613_STAMPING: 158 JAS 1966
 AH2613_MARK LOGO: USGS  
 AH2613_PROJECTION: FLUSH
 AH2613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2613+STABILITY: SURFACE MOTION
 AH2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2613+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AH2613
 AH2613  HISTORY     - Date     Condition        Report By
 AH2613  HISTORY     - 1966     MONUMENTED       USGS
 AH2613  HISTORY     - 19850101 GOOD             NCGS
 AH2613  HISTORY     - 20000325 GOOD             USPSQD
 AH2613  HISTORY     - 20010611 GOOD             USPSQD
 AH2613
 AH2613                          STATION DESCRIPTION
 AH2613
 AH2613'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2613'STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) SOUTHWEST OF DAVIDSON, AND
 AH2613'13.2 KM (8.2 MI) SOUTH-SOUTHEAST OF DENVER. AT THE NC 73 BRIDGE OVER
 AH2613'THE CATAWBA RIVER, AT THE COWANS FORD DAM AND THE COUNTY LINE, STATION
 AH2613'IS SET IN A DRILL HOLE IN THE BRIDGE WHEELGUARD.
 AH2613
 AH2613                          STATION RECOVERY (2000)
 AH2613
 AH2613'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2613'RECOVERED IN GOOD CONDITION.
 AH2613
 AH2613                          STATION RECOVERY (2001)
 AH2613
 AH2613'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2613'MARKER IS IN GOOD CONDITION.  MARKER IS 15 FEET NW OF THE CENTERLINE
 AH2613'OF NC 73.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9494 ***********************************************************************
 DE9494  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9494  DESIGNATION -  158E 200
 DE9494  PID         -  DE9494
 DE9494  STATE/COUNTY-  NC/GUILFORD
 DE9494  USGS QUAD   -  GUILFORD (1994)
 DE9494
 DE9494                         *CURRENT SURVEY CONTROL
 DE9494  ___________________________________________________________________
 DE9494* NAD 83(2007)-  36 01 25.70657(N)    079 53 29.21670(W)     ADJUSTED  
 DE9494* NAVD 88     -       263.17   (meters)     863.4    (feet)  GPS OBS   
 DE9494  ___________________________________________________________________
 DE9494  EPOCH DATE  -        2002.00
 DE9494  X           -     906,463.666 (meters)                     COMP
 DE9494  Y           -  -5,084,462.735 (meters)                     COMP
 DE9494  Z           -   3,730,465.013 (meters)                     COMP
 DE9494  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 DE9494  ELLIP HEIGHT-         232.132 (meters)          (02/10/07) ADJUSTED
 DE9494  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9494
 DE9494  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9494  Type    PID    Designation                      North   East  Ellip
 DE9494  -------------------------------------------------------------------
 DE9494  NETWORK DE9494 158E 200                          3.29   2.69   4.53
 DE9494  -------------------------------------------------------------------
 DE9494
 DE9494.The horizontal coordinates were established by GPS observations
 DE9494.and adjusted by the National Geodetic Survey in February 2007.
 DE9494
 DE9494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9494.The horizontal coordinates are valid at the epoch date displayed above.
 DE9494.The epoch date for horizontal control is a decimal equivalence
 DE9494.of Year/Month/Day.
 DE9494
 DE9494.The orthometric height was determined by GPS observations and a
 DE9494.high-resolution geoid model.
 DE9494.The orthometric height was determined by GPS observations and a
 DE9494.high-resolution geoid model using precise GPS observation and
 DE9494.processing techniques.
 DE9494
 DE9494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9494
 DE9494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9494
 DE9494.The ellipsoidal height was determined by GPS observations
 DE9494.and is referenced to NAD 83.
 DE9494
 DE9494.The geoid height was determined by GEOID03.
 DE9494
 DE9494;                    North         East     Units Scale Factor Converg.
 DE9494;SPC NC       -   252,603.024   529,253.080   MT  0.99996326   -0 30 52.3
 DE9494;SPC NC       -   828,748.42  1,736,391.15   sFT  0.99996326   -0 30 52.3
 DE9494;UTM  17      - 3,987,157.365   599,882.958   MT  0.99972293   +0 39 07.3
 DE9494
 DE9494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9494!SPC NC       -   0.99996357  x   0.99996326  =   0.99992683
 DE9494!UTM  17      -   0.99996357  x   0.99972293  =   0.99968651
 DE9494
 DE9494:                Primary Azimuth Mark                     Grid Az
 DE9494:SPC NC       -  159E 200                                 037 49 41.8
 DE9494:UTM  17      -  159E 200                                 036 39 42.2
 DE9494
 DE9494|---------------------------------------------------------------------|
 DE9494| PID    Reference Object                     Distance      Geod. Az  |
 DE9494|                                                           dddmmss.s |
 DE9494| DE9493 159E 200                            APPROX. 0.5 KM 0371849.5 |
 DE9494|---------------------------------------------------------------------|
 DE9494
 DE9494                          SUPERSEDED SURVEY CONTROL
 DE9494
 DE9494  NAD 83(2001)-  36 01 25.70678(N)    079 53 29.21652(W) AD(       ) 1
 DE9494  ELLIP H (03/13/03)  232.143  (m)                       GP(       ) 4 2
 DE9494  NAD 83(1986)-  36 01 25.71316(N)    079 53 29.22467(W) AD(       ) 1
 DE9494
 DE9494.Superseded values are not recommended for survey control.
 DE9494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9494.See file dsdata.txt to determine how the superseded data were derived.
 DE9494
 DE9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9988387157(NAD 83)
 DE9494_MARKER: DD = SURVEY DISK
 DE9494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9494_STAMPING: 158E200 1999
 DE9494_MARK LOGO: NC1940
 DE9494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9494+STABILITY: SURFACE MOTION
 DE9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9494+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9494
 DE9494  HISTORY     - Date     Condition        Report By
 DE9494  HISTORY     - 1999     MONUMENTED       NC1940
 DE9494
 DE9494                          STATION DESCRIPTION
 DE9494
 DE9494'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9494'STATION IS ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9494'GREENSBORO GOVERNMENT PLAZA, 0.6 MI (1.0 KM) NORTH-NORTHEAST OF THE
 DE9494'SEDGEFIELD COMMUNITY, ALONG THE SOUTHERN RAILROAD.
 DE9494'PROCEED FROM HIGH POINT ROAD, ALONG HILLTOP ROAD FOR 0.8 MI (1.3 KM)
 DE9494'NORTHWEST, THENCE SOUTHWEST FOR 0.8 MI (1.3 KM) ALONG THE RAILROAD TO
 DE9494'STATION ON LEFT, NEAR MILE POST 291.
 DE9494'MARK IS ABOUT 2-FEET LOWER THAN THE TRACKS AND FLUSH WITH THE GROUND.
 DE9494'LOCATED 18.5 FT (5.6 M) SOUTHEAST OF CENTERLINE OF RAILROAD, 43.5 FT
 DE9494'(13.3 M) SOUTHEAST OF MILE POST 291, AND 12.0 FT (3.7 M) NORTHWEST OF
 DE9494'EDGE OF WOODS LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9230 ***********************************************************************
 DE9230  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9230  DESIGNATION -  158W 200
 DE9230  PID         -  DE9230
 DE9230  STATE/COUNTY-  NC/GUILFORD
 DE9230  USGS QUAD   -  GUILFORD (1994)
 DE9230
 DE9230                         *CURRENT SURVEY CONTROL
 DE9230  ___________________________________________________________________
 DE9230* NAD 83(2007)-  36 01 09.75564(N)    079 53 10.21295(W)     ADJUSTED  
 DE9230* NAVD 88     -       250.45   (meters)     821.7    (feet)  GPS OBS   
 DE9230  ___________________________________________________________________
 DE9230  EPOCH DATE  -        2002.00
 DE9230  X           -     906,981.083 (meters)                     COMP
 DE9230  Y           -  -5,084,653.757 (meters)                     COMP
 DE9230  Z           -   3,730,059.912 (meters)                     COMP
 DE9230  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 DE9230  ELLIP HEIGHT-         219.463 (meters)          (02/10/07) ADJUSTED
 DE9230  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9230
 DE9230  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9230  Type    PID    Designation                      North   East  Ellip
 DE9230  -------------------------------------------------------------------
 DE9230  NETWORK DE9230 158W 200                          1.67   1.29   2.35
 DE9230  -------------------------------------------------------------------
 DE9230
 DE9230.The horizontal coordinates were established by GPS observations
 DE9230.and adjusted by the National Geodetic Survey in February 2007.
 DE9230
 DE9230.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9230.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9230.The horizontal coordinates are valid at the epoch date displayed above.
 DE9230.The epoch date for horizontal control is a decimal equivalence
 DE9230.of Year/Month/Day.
 DE9230
 DE9230.The orthometric height was determined by GPS observations and a
 DE9230.high-resolution geoid model.
 DE9230.The orthometric height was determined by GPS observations and a
 DE9230.high-resolution geoid model using precise GPS observation and
 DE9230.processing techniques.
 DE9230
 DE9230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9230
 DE9230.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9230
 DE9230.The ellipsoidal height was determined by GPS observations
 DE9230.and is referenced to NAD 83.
 DE9230
 DE9230.The geoid height was determined by GEOID03.
 DE9230
 DE9230;                    North         East     Units Scale Factor Converg.
 DE9230;SPC NC       -   252,107.162   529,724.470   MT  0.99996222   -0 30 41.3
 DE9230;SPC NC       -   827,121.58  1,737,937.70   sFT  0.99996222   -0 30 41.3
 DE9230;UTM  17      - 3,986,671.318   600,364.230   MT  0.99972412   +0 39 18.2
 DE9230
 DE9230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9230!SPC NC       -   0.99996556  x   0.99996222  =   0.99992778
 DE9230!UTM  17      -   0.99996556  x   0.99972412  =   0.99968969
 DE9230
 DE9230:                Primary Azimuth Mark                     Grid Az
 DE9230:SPC NC       -  111W 200                                 075 14 33.2
 DE9230:UTM  17      -  111W 200                                 074 04 33.7
 DE9230
 DE9230|---------------------------------------------------------------------|
 DE9230| PID    Reference Object                     Distance      Geod. Az  |
 DE9230|                                                           dddmmss.s |
 DE9230| DE9229 111W 200                            474.949 METERS 0744351.9 |
 DE9230|---------------------------------------------------------------------|
 DE9230
 DE9230                          SUPERSEDED SURVEY CONTROL
 DE9230
 DE9230  NAD 83(2001)-  36 01 09.75586(N)    079 53 10.21279(W) AD(       ) 1
 DE9230  ELLIP H (03/13/03)  219.470  (m)                       GP(       ) 4 2
 DE9230  NAD 83(1986)-  36 01 09.76230(N)    079 53 10.22077(W) AD(       ) 1
 DE9230
 DE9230.Superseded values are not recommended for survey control.
 DE9230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9230.See file dsdata.txt to determine how the superseded data were derived.
 DE9230
 DE9230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0036486671(NAD 83)
 DE9230_MARKER: DD = SURVEY DISK
 DE9230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9230_STAMPING: 158W.200 7/97
 DE9230_MARK LOGO: NC1940
 DE9230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9230+STABILITY: SURFACE MOTION
 DE9230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9230+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9230
 DE9230  HISTORY     - Date     Condition        Report By
 DE9230  HISTORY     - 1997     MONUMENTED       NC1940
 DE9230
 DE9230                          STATION DESCRIPTION
 DE9230
 DE9230'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9230'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF THE DOWNTOWN
 DE9230'GREENSBORO GOVERNMENT COMPLEX AND 6.5 MI (10.5 KM) SOUTHEAST OF THE
 DE9230'PIEDMONT TRIAD INTERNATIONAL AIRPORT, NEAR THE INTERSECTION OF HIGH
 DE9230'POINT ROAD AND SEDGEFIELD DRIVE WEST.
 DE9230'ALONG HIGH POINT ROAD FOR 3.15 MI (5.07 KM) SOUTHWEST FROM THE I-40
 DE9230'OVERPASS (EXIT 217) TO SEDGEFIELD DRIVE ON LEFT AND STATION ABOUT
 DE9230'350-FEET NORTHWEST OF INTERSECTION, IN A FIELD.
 DE9230'MARK IS 4-FEET LOWER THAN THE CENTERLINE OF HIGH POINT ROAD AND FLUSH
 DE9230'WITH THE GROUND. LOCATED 105.8 FT (32.2 M) NORTH OF THE CENTERLINE OF
 DE9230'ROAD, 70.9 FT (21.6 M) NORTHWEST OF A FIRE HYDRANT, 84.9 FT (25.9 M)
 DE9230'NORTHWEST OF A POWER POLE (14-FT SOUTH OF FIRE HYDRANT), AND 95.7 FT
 DE9230'(29.2 M) NORTHWEST OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2612 ***********************************************************************
 AH2612  DESIGNATION -  159 JAS
 AH2612  PID         -  AH2612
 AH2612  STATE/COUNTY-  NC/LINCOLN
 AH2612  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2612
 AH2612                         *CURRENT SURVEY CONTROL
 AH2612  ___________________________________________________________________
 AH2612* NAD 83(2001)-  35 26 06.58564(N)    080 58 21.45752(W)     ADJUSTED  
 AH2612* NAVD 88     -       221.13   (+/-2cm)     725.5    (feet)  VERTCON   
 AH2612  ___________________________________________________________________
 AH2612  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AH2612  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AH2612  HORZ ORDER  -  SECOND
 AH2612  VERT ORDER  -  THIRD ? (See Below)
 AH2612
 AH2612.The horizontal coordinates were established by classical geodetic methods
 AH2612.and adjusted by the National Geodetic Survey in August 2005.
 AH2612
 AH2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2612.The vertical order pertains to the NGVD 29 superseded value.
 AH2612
 AH2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2612
 AH2612.The geoid height was determined by GEOID03.
 AH2612
 AH2612;                    North         East     Units Scale Factor Converg.
 AH2612;SPC NC       -   188,714.931   430,515.950   MT  0.99987770   -1 08 18.8
 AH2612;SPC NC       -   619,142.24  1,412,451.08   sFT  0.99987770   -1 08 18.8
 AH2612;UTM  17      - 3,921,303.031   502,484.528   MT  0.99960008   +0 00 57.1
 AH2612
 AH2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2612!SPC NC       -   0.99997018  x   0.99987770  =   0.99984789
 AH2612!UTM  17      -   0.99997018  x   0.99960008  =   0.99957027
 AH2612
 AH2612                          SUPERSEDED SURVEY CONTROL
 AH2612
 AH2612  NAD 83(1986)-  35 26 06.59899(N)    080 58 21.46468(W) AD(       ) 2
 AH2612  NGVD 29 (08/11/98)  221.35   (m)          726.2    (f) LEVELING    3  
 AH2612
 AH2612.Superseded values are not recommended for survey control.
 AH2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2612.See file dsdata.txt to determine how the superseded data were derived.
 AH2612
 AH2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0248521303(NAD 83)
 AH2612_MARKER: DB = BENCH MARK DISK
 AH2612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2612_SP_SET: CONCRETE HEADWALL
 AH2612_STAMPING: 159 JAS 1966
 AH2612_MARK LOGO: USGS  
 AH2612_PROJECTION: FLUSH
 AH2612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2612+STABILITY: SURFACE MOTION
 AH2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2612+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AH2612
 AH2612  HISTORY     - Date     Condition        Report By
 AH2612  HISTORY     - 1966     MONUMENTED       USGS
 AH2612  HISTORY     - 19850101 GOOD             NCGS
 AH2612  HISTORY     - 20000325 GOOD             USPSQD
 AH2612  HISTORY     - 20010611 GOOD             USPSQD
 AH2612
 AH2612                          STATION DESCRIPTION
 AH2612
 AH2612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2612'STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) SOUTH-SOUTHEAST OF DENVER.
 AH2612'ALONG NC 73 FOR 2.6 KM (1.6 MI) SOUTHEAST FROM NC 16, AT SR 1395. MARK
 AH2612'IS SET IN A DRILL HOLE IN THE CONCRETE CULVERT HEADWALL 2 FEET BELOW
 AH2612'THE HIGHWAY.  LOCATED 8.75 M (28.71 FT) NORTHEAST OF THE CENTERLINE OF
 AH2612'NC 73, 38.92 M (127.69 FT) SOUTHEAST OF THE CENTERLINE OF SR 1395,
 AH2612'0.15 M (0.49 FT) SOUTHWEST OF THE NORTH END OF THE HEADWALL, AND 10.24
 AH2612'M (33.60 FT) SOUTH OF A RIGHT-OF-WAY MARKER.
 AH2612
 AH2612                          STATION RECOVERY (2000)
 AH2612
 AH2612'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2612'RECOVERED IN GOOD CONDITION.
 AH2612
 AH2612                          STATION RECOVERY (2001)
 AH2612
 AH2612'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9493 ***********************************************************************
 DE9493  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9493  DESIGNATION -  159E 200
 DE9493  PID         -  DE9493
 DE9493  STATE/COUNTY-  NC/GUILFORD
 DE9493  USGS QUAD   -  GUILFORD (1994)
 DE9493
 DE9493                         *CURRENT SURVEY CONTROL
 DE9493  ___________________________________________________________________
 DE9493* NAD 83(2007)-  36 01 39.32004(N)    079 53 16.44315(W)     ADJUSTED  
 DE9493* NAVD 88     -       266.36   (meters)     873.9    (feet)  GPS OBS   
 DE9493  ___________________________________________________________________
 DE9493  EPOCH DATE  -        2002.00
 DE9493  X           -     906,735.658 (meters)                     COMP
 DE9493  Y           -  -5,084,166.177 (meters)                     COMP
 DE9493  Z           -   3,730,806.256 (meters)                     COMP
 DE9493  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 DE9493  ELLIP HEIGHT-         235.331 (meters)          (02/10/07) ADJUSTED
 DE9493  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9493
 DE9493  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9493  Type    PID    Designation                      North   East  Ellip
 DE9493  -------------------------------------------------------------------
 DE9493  NETWORK DE9493 159E 200                          3.37   2.84   4.70
 DE9493  -------------------------------------------------------------------
 DE9493
 DE9493.The horizontal coordinates were established by GPS observations
 DE9493.and adjusted by the National Geodetic Survey in February 2007.
 DE9493
 DE9493.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9493.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9493.The horizontal coordinates are valid at the epoch date displayed above.
 DE9493.The epoch date for horizontal control is a decimal equivalence
 DE9493.of Year/Month/Day.
 DE9493
 DE9493.The orthometric height was determined by GPS observations and a
 DE9493.high-resolution geoid model.
 DE9493.The orthometric height was determined by GPS observations and a
 DE9493.high-resolution geoid model using precise GPS observation and
 DE9493.processing techniques.
 DE9493
 DE9493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9493
 DE9493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9493
 DE9493.The ellipsoidal height was determined by GPS observations
 DE9493.and is referenced to NAD 83.
 DE9493
 DE9493.The geoid height was determined by GEOID03.
 DE9493
 DE9493;                    North         East     Units Scale Factor Converg.
 DE9493;SPC NC       -   253,019.722   529,576.632   MT  0.99996415   -0 30 44.9
 DE9493;SPC NC       -   830,115.54  1,737,452.67   sFT  0.99996415   -0 30 44.9
 DE9493;UTM  17      - 3,987,580.461   600,197.884   MT  0.99972370   +0 39 15.0
 DE9493
 DE9493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9493!SPC NC       -   0.99996307  x   0.99996415  =   0.99992722
 DE9493!UTM  17      -   0.99996307  x   0.99972370  =   0.99968678
 DE9493
 DE9493:                Primary Azimuth Mark                     Grid Az
 DE9493:SPC NC       -  159E 201                                 040 37 27.5
 DE9493:UTM  17      -  159E 201                                 039 27 27.6
 DE9493
 DE9493|---------------------------------------------------------------------|
 DE9493| PID    Reference Object                     Distance      Geod. Az  |
 DE9493|                                                           dddmmss.s |
 DE9493| DE9495 159E 201                            409.851 METERS 0400642.6 |
 DE9493| DE9494 158E 200                            APPROX. 0.5 KM 2171857.1 |
 DE9493|---------------------------------------------------------------------|
 DE9493
 DE9493                          SUPERSEDED SURVEY CONTROL
 DE9493
 DE9493  NAD 83(2001)-  36 01 39.32026(N)    079 53 16.44297(W) AD(       ) 1
 DE9493  ELLIP H (03/13/03)  235.340  (m)                       GP(       ) 4 2
 DE9493  NAD 83(1986)-  36 01 39.32661(N)    079 53 16.45107(W) AD(       ) 1
 DE9493
 DE9493.Superseded values are not recommended for survey control.
 DE9493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9493.See file dsdata.txt to determine how the superseded data were derived.
 DE9493
 DE9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0019887580(NAD 83)
 DE9493_MARKER: DD = SURVEY DISK
 DE9493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9493_STAMPING: 159E200 1999
 DE9493_MARK LOGO: NC1940
 DE9493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9493+STABILITY: SURFACE MOTION
 DE9493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9493+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9493
 DE9493  HISTORY     - Date     Condition        Report By
 DE9493  HISTORY     - 1999     MONUMENTED       NC1940
 DE9493
 DE9493                          STATION DESCRIPTION
 DE9493
 DE9493'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9493'STATION IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9493'GREENSBORO GOVERNMENT PLAZA, 0.9 MI (1.4 KM) NORTH-NORTHEAST OF THE
 DE9493'SEDGEFIELD COMMUNITY, ALONG THE SOUTHERN RAILROAD.
 DE9493'PROCEED FROM HIGH POINT ROAD, ALONG HILLTOP ROAD FOR 0.8 MI (1.3 KM)
 DE9493'NORTHWEST, THENCE SOUTHWEST FOR 0.5 MI (0.8 KM) ALONG THE RAILROAD TO
 DE9493'STATION ON RIGHT, ACROSS TRACKS AND OPPOSITE STREET INTERSECTION
 DE9493'(RIGHT ANGLE CURVE) FORMED BY ALAMANCE ROAD AND NORWOOD ROAD.
 DE9493'MARK IS ABOUT 4-FEET LOWER THAN THE TRACKS AND FLUSH WITH THE GROUND.
 DE9493'LOCATED 15.1 FT (4.6 M) NORTHWEST OF CENTERLINE OF RAILROAD, 106 FT
 DE9493'(32.3 M) NORTHWEST OF MIDPOINT ALONG CENTERLINE IN RIGHT ANGLE CURVE
 DE9493'(INTERSECTION OF ROADS).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9495 ***********************************************************************
 DE9495  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9495  DESIGNATION -  159E 201
 DE9495  PID         -  DE9495
 DE9495  STATE/COUNTY-  NC/GUILFORD
 DE9495  USGS QUAD   -  GUILFORD (1994)
 DE9495
 DE9495                         *CURRENT SURVEY CONTROL
 DE9495  ___________________________________________________________________
 DE9495* NAD 83(2007)-  36 01 49.48954(N)    079 53 05.89591(W)     ADJUSTED  
 DE9495* NAVD 88     -       267.72   (meters)     878.3    (feet)  GPS OBS   
 DE9495  ___________________________________________________________________
 DE9495  EPOCH DATE  -        2002.00
 DE9495  X           -     906,963.446 (meters)                     COMP
 DE9495  Y           -  -5,083,939.379 (meters)                     COMP
 DE9495  Z           -   3,731,060.555 (meters)                     COMP
 DE9495  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 DE9495  ELLIP HEIGHT-         236.691 (meters)          (02/10/07) ADJUSTED
 DE9495  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9495
 DE9495  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9495  Type    PID    Designation                      North   East  Ellip
 DE9495  -------------------------------------------------------------------
 DE9495  NETWORK DE9495 159E 201                          3.18   2.61   4.63
 DE9495  -------------------------------------------------------------------
 DE9495
 DE9495.The horizontal coordinates were established by GPS observations
 DE9495.and adjusted by the National Geodetic Survey in February 2007.
 DE9495
 DE9495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9495.The horizontal coordinates are valid at the epoch date displayed above.
 DE9495.The epoch date for horizontal control is a decimal equivalence
 DE9495.of Year/Month/Day.
 DE9495
 DE9495.The orthometric height was determined by GPS observations and a
 DE9495.high-resolution geoid model.
 DE9495.The orthometric height was determined by GPS observations and a
 DE9495.high-resolution geoid model using precise GPS observation and
 DE9495.processing techniques.
 DE9495
 DE9495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9495
 DE9495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9495
 DE9495.The ellipsoidal height was determined by GPS observations
 DE9495.and is referenced to NAD 83.
 DE9495
 DE9495.The geoid height was determined by GEOID03.
 DE9495
 DE9495;                    North         East     Units Scale Factor Converg.
 DE9495;SPC NC       -   253,330.785   529,843.475   MT  0.99996482   -0 30 38.8
 DE9495;SPC NC       -   831,136.08  1,738,328.13   sFT  0.99996482   -0 30 38.8
 DE9495;UTM  17      - 3,987,896.818   600,458.275   MT  0.99972435   +0 39 21.4
 DE9495
 DE9495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9495!SPC NC       -   0.99996285  x   0.99996482  =   0.99992767
 DE9495!UTM  17      -   0.99996285  x   0.99972435  =   0.99968721
 DE9495
 DE9495:                Primary Azimuth Mark                     Grid Az
 DE9495:SPC NC       -  112W 200                                 114 46 01.1
 DE9495:UTM  17      -  112W 200                                 113 36 00.9
 DE9495
 DE9495|---------------------------------------------------------------------|
 DE9495| PID    Reference Object                     Distance      Geod. Az  |
 DE9495|                                                           dddmmss.s |
 DE9495| DE9496 112W 200                            465.591 METERS 1141522.3 |
 DE9495| DE9493 159E 200                            409.851 METERS 2200648.8 |
 DE9495|---------------------------------------------------------------------|
 DE9495
 DE9495                          SUPERSEDED SURVEY CONTROL
 DE9495
 DE9495  NAD 83(2001)-  36 01 49.48976(N)    079 53 05.89575(W) AD(       ) 1
 DE9495  ELLIP H (03/13/03)  236.700  (m)                       GP(       ) 4 2
 DE9495  NAD 83(1986)-  36 01 49.49612(N)    079 53 05.90381(W) AD(       ) 1
 DE9495
 DE9495.Superseded values are not recommended for survey control.
 DE9495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9495.See file dsdata.txt to determine how the superseded data were derived.
 DE9495
 DE9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0045887897(NAD 83)
 DE9495_MARKER: DD = SURVEY DISK
 DE9495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9495_STAMPING: 159E201 1999
 DE9495_MARK LOGO: NC1940
 DE9495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9495+STABILITY: SURFACE MOTION
 DE9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9495+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9495
 DE9495  HISTORY     - Date     Condition        Report By
 DE9495  HISTORY     - 1999     MONUMENTED       NC1940
 DE9495
 DE9495                          STATION DESCRIPTION
 DE9495
 DE9495'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9495'STATION IS ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9495'GREENSBORO GOVERNMENT PLAZA, 1.1 MI (1.8 KM) NORTH-NORTHEAST OF THE
 DE9495'SEDGEFIELD COMMUNITY, ALONG THE SOUTHERN RAILROAD.
 DE9495'PROCEED FROM HIGH POINT ROAD, ALONG HILLTOP ROAD FOR 0.8 MI (1.3 KM)
 DE9495'NORTHWEST, THENCE SOUTHWEST FOR 0.2 MI (0.3 KM) ALONG THE RAILROAD TO
 DE9495'STATION ON LEFT.
 DE9495'MARK IS ABOUT 2-FEET LOWER THAN THE TRACKS AND RECESSED 4-INCHES BELOW
 DE9495'THE GROUND. LOCATED 24.2 FT (7.4 M) SOUTHEAST OF CENTERLINE OF
 DE9495'RAILROAD, 6.5 FT (2.0 M) WEST OF SIGNAL MARKER (BLACK METAL POST), AND
 DE9495'70.0 FT (21.3 M) NORTHWEST OF CENTERLINE OF NORWOOD DRIVE (DIRT
 DE9495'SECTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9492 ***********************************************************************
 DE9492  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9492  DESIGNATION -  159W 200
 DE9492  PID         -  DE9492
 DE9492  STATE/COUNTY-  NC/GUILFORD
 DE9492  USGS QUAD   -  GUILFORD (1994)
 DE9492
 DE9492                         *CURRENT SURVEY CONTROL
 DE9492  ___________________________________________________________________
 DE9492* NAD 83(2007)-  36 01 42.56412(N)    079 53 52.82537(W)     ADJUSTED  
 DE9492* NAVD 88     -       256.52   (meters)     841.6    (feet)  GPS OBS   
 DE9492  ___________________________________________________________________
 DE9492  EPOCH DATE  -        2002.00
 DE9492  X           -     905,827.150 (meters)                     COMP
 DE9492  Y           -  -5,084,260.261 (meters)                     COMP
 DE9492  Z           -   3,730,881.310 (meters)                     COMP
 DE9492  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DE9492  ELLIP HEIGHT-         225.446 (meters)          (02/10/07) ADJUSTED
 DE9492  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 DE9492
 DE9492  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9492  Type    PID    Designation                      North   East  Ellip
 DE9492  -------------------------------------------------------------------
 DE9492  NETWORK DE9492 159W 200                          2.27   1.72   3.27
 DE9492  -------------------------------------------------------------------
 DE9492
 DE9492.The horizontal coordinates were established by GPS observations
 DE9492.and adjusted by the National Geodetic Survey in February 2007.
 DE9492
 DE9492.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9492.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9492.The horizontal coordinates are valid at the epoch date displayed above.
 DE9492.The epoch date for horizontal control is a decimal equivalence
 DE9492.of Year/Month/Day.
 DE9492
 DE9492.The orthometric height was determined by GPS observations and a
 DE9492.high-resolution geoid model.
 DE9492.The orthometric height was determined by GPS observations and a
 DE9492.high-resolution geoid model using precise GPS observation and
 DE9492.processing techniques.
 DE9492
 DE9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9492
 DE9492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9492
 DE9492.The ellipsoidal height was determined by GPS observations
 DE9492.and is referenced to NAD 83.
 DE9492
 DE9492.The geoid height was determined by GEOID03.
 DE9492
 DE9492;                    North         East     Units Scale Factor Converg.
 DE9492;SPC NC       -   253,127.897   528,666.714   MT  0.99996437   -0 31 05.9
 DE9492;SPC NC       -   830,470.44  1,734,467.38   sFT  0.99996437   -0 31 05.9
 DE9492;UTM  17      - 3,987,670.067   599,286.172   MT  0.99972146   +0 38 53.6
 DE9492
 DE9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9492!SPC NC       -   0.99996462  x   0.99996437  =   0.99992899
 DE9492!UTM  17      -   0.99996462  x   0.99972146  =   0.99968609
 DE9492
 DE9492|---------------------------------------------------------------------|
 DE9492| PID    Reference Object                     Distance      Geod. Az  |
 DE9492|                                                           dddmmss.s |
 DE9492| DE9491 214E 200                            384.211 METERS 32433     |
 DE9492|---------------------------------------------------------------------|
 DE9492
 DE9492                          SUPERSEDED SURVEY CONTROL
 DE9492
 DE9492  NAD 83(2001)-  36 01 42.56435(N)    079 53 52.82521(W) AD(       ) 1
 DE9492  ELLIP H (03/13/03)  225.451  (m)                       GP(       ) 4 2
 DE9492  NAD 83(1986)-  36 01 42.57072(N)    079 53 52.83343(W) AD(       ) 1
 DE9492
 DE9492.Superseded values are not recommended for survey control.
 DE9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9492.See file dsdata.txt to determine how the superseded data were derived.
 DE9492
 DE9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9928687670(NAD 83)
 DE9492_MARKER: DD = SURVEY DISK
 DE9492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9492_STAMPING: 159W200 1999
 DE9492_MARK LOGO: NC1940
 DE9492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9492+STABILITY: SURFACE MOTION
 DE9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9492+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9492
 DE9492  HISTORY     - Date     Condition        Report By
 DE9492  HISTORY     - 1999     MONUMENTED       NC1940
 DE9492
 DE9492                          STATION DESCRIPTION
 DE9492
 DE9492'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9492'STATION IS ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9492'GREENSBORO GOVERNMENT PLAZA, IN THE SEDGEFIELD LAKES COMMUNITY.
 DE9492'ALONG WOODLYN WAY WEST, 0.8 MI (1.3 KM) SOUTHWEST OF HILLTOP ROAD, ON
 DE9492'THE SOUTH SIDE OF INTERSECTION WITH SHADY GROVE LANE.
 DE9492'MARK IS ABOUT LEVEL WITH THE CENTER OF WOODLYN WAY, AND FLUSH WITH THE
 DE9492'GROUND. LOCATED 15.0 FT (4.6 M) SOUTHWEST OF THE CENTERLINE OF WOODLYN
 DE9492'WAY WEST, 23.0 FT (7.0 M) NORTHWEST OF CENTERLINE OF CONCRETE
 DE9492'DRIVEWAY, 40.3 FT (12.3 M) SOUTHEAST OF CENTERLINE OF CONCRETE
 DE9492'DRIVEWAY, 56.7 FT (17.3 M) SOUTH OF A FIRE HYDRANT, AND 18.2 FT (5.5
 DE9492'M) NORTHEAST OF UNDERGROUND TELEPHONE CABLE JCT BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9269 ***********************************************************************
 DE9269  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9269  DESIGNATION -  15E 200
 DE9269  PID         -  DE9269
 DE9269  STATE/COUNTY-  NC/GUILFORD
 DE9269  USGS QUAD   -  GREENSBORO (1994)
 DE9269
 DE9269                         *CURRENT SURVEY CONTROL
 DE9269  ___________________________________________________________________
 DE9269* NAD 83(2007)-  36 04 28.96268(N)    079 45 04.16768(W)     ADJUSTED  
 DE9269* NAVD 88     -       244.30   (meters)     801.5    (feet)  GPS OBS   
 DE9269  ___________________________________________________________________
 DE9269  EPOCH DATE  -        2002.00
 DE9269  X           -     918,316.379 (meters)                     COMP
 DE9269  Y           -  -5,078,942.170 (meters)                     COMP
 DE9269  Z           -   3,735,021.001 (meters)                     COMP
 DE9269  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DE9269  ELLIP HEIGHT-         213.555 (meters)          (02/10/07) ADJUSTED
 DE9269  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DE9269
 DE9269  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9269  Type    PID    Designation                      North   East  Ellip
 DE9269  -------------------------------------------------------------------
 DE9269  NETWORK DE9269 15E 200                           0.90   0.82   1.22
 DE9269  -------------------------------------------------------------------
 DE9269
 DE9269.The horizontal coordinates were established by GPS observations
 DE9269.and adjusted by the National Geodetic Survey in February 2007.
 DE9269
 DE9269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9269.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9269.The horizontal coordinates are valid at the epoch date displayed above.
 DE9269.The epoch date for horizontal control is a decimal equivalence
 DE9269.of Year/Month/Day.
 DE9269
 DE9269.The orthometric height was determined by GPS observations and a
 DE9269.high-resolution geoid model.
 DE9269.The orthometric height was determined by GPS observations and a
 DE9269.high-resolution geoid model using precise GPS observation and
 DE9269.processing techniques.
 DE9269
 DE9269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9269
 DE9269.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9269
 DE9269.The ellipsoidal height was determined by GPS observations
 DE9269.and is referenced to NAD 83.
 DE9269
 DE9269.The geoid height was determined by GEOID03.
 DE9269
 DE9269;                    North         East     Units Scale Factor Converg.
 DE9269;SPC NC       -   258,146.430   541,940.307   MT  0.99997563   -0 26 00.8
 DE9269;SPC NC       -   846,935.41  1,778,015.82   sFT  0.99997563   -0 26 00.8
 DE9269;UTM  17      - 3,992,956.844   612,451.682   MT  0.99975581   +0 44 07.6
 DE9269
 DE9269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9269!SPC NC       -   0.99996648  x   0.99997563  =   0.99994211
 DE9269!UTM  17      -   0.99996648  x   0.99975581  =   0.99972230
 DE9269
 DE9269:                Primary Azimuth Mark                     Grid Az
 DE9269:SPC NC       -  15E 201                                  181 12 46.7
 DE9269:UTM  17      -  15E 201                                  180 02 38.3
 DE9269
 DE9269|---------------------------------------------------------------------|
 DE9269| PID    Reference Object                     Distance      Geod. Az  |
 DE9269|                                                           dddmmss.s |
 DE9269| DE9270 15E 201                             APPROX. 0.5 KM 1804645.9 |
 DE9269|---------------------------------------------------------------------|
 DE9269
 DE9269                          SUPERSEDED SURVEY CONTROL
 DE9269
 DE9269  NAD 83(2001)-  36 04 28.96287(N)    079 45 04.16771(W) AD(       ) 1
 DE9269  ELLIP H (03/13/03)  213.556  (m)                       GP(       ) 4 2
 DE9269  NAD 83(1986)-  36 04 28.96894(N)    079 45 04.17443(W) AD(       ) 1
 DE9269
 DE9269.Superseded values are not recommended for survey control.
 DE9269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9269.See file dsdata.txt to determine how the superseded data were derived.
 DE9269
 DE9269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1245292957(NAD 83)
 DE9269_MARKER: DD = SURVEY DISK
 DE9269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9269_STAMPING: 15E.200 7/97
 DE9269_MARK LOGO: NC1940
 DE9269_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9269+STABILITY: SURFACE MOTION
 DE9269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9269+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9269
 DE9269  HISTORY     - Date     Condition        Report By
 DE9269  HISTORY     - 1997     MONUMENTED       NC1940
 DE9269  HISTORY     - 20050306 GOOD             USPSQD
 DE9269  HISTORY     - 20060803 GOOD             USPSQD
 DE9269
 DE9269                          STATION DESCRIPTION
 DE9269
 DE9269'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9269'STATION IS LOCATED IN GREENSBORO, ABOUT 2.5 MI (4.0 KM) EAST OF THE
 DE9269'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF HOLTS CHAPEL ROAD
 DE9269'AND BANNER AVENUE.
 DE9269'PROCEED ALONG MARKET STREET FOR 0.7 MI (1.1 KM) NORTHEAST FROM THE
 DE9269'BRIDGE OVER US 29-70-220-421, THENCE RIGHT/SOUTHERLY ALONG HOLTS
 DE9269'CHAPEL ROAD FOR 0.3 MI (0.5 KM) TO STATION ON LEFT/NORTH SIDE OF ROAD,
 DE9269'APPROXIMATELY 30-FEET WEST OF THE PROLONGATION OF THE CENTERLINE OF
 DE9269'BANNER AVENUE, AND IN FRONT LAWN OF THE MODERN PRODUCTS PLANT.
 DE9269'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD, AND FLUSH WITH
 DE9269'THE GROUND. LOCATED 28.4 FT (8.7 M) NORTH-NORTHEAST OF THE CENTERLINE
 DE9269'OF ROAD, 20.0 FT (6.1 M) SOUTH-SOUTHEAST OF THE EASTERNMOST GATE POST
 DE9269'IN CHAIN-LINK FENCE, 21.2 FT (6.5 M) EAST OF FIRE HYDRANT, 37.5 FT
 DE9269'(11.4 M) WEST-NORTHWEST OF A MANHOLE IN CATCH BASIN.
 DE9269
 DE9269                          STATION RECOVERY (2005)
 DE9269
 DE9269'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9269'RECOVERED IN GOOD CONDITION.
 DE9269
 DE9269                          STATION RECOVERY (2006)
 DE9269
 DE9269'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9270 ***********************************************************************
 DE9270  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9270  DESIGNATION -  15E 201
 DE9270  PID         -  DE9270
 DE9270  STATE/COUNTY-  NC/GUILFORD
 DE9270  USGS QUAD   -  GREENSBORO (1994)
 DE9270
 DE9270                         *CURRENT SURVEY CONTROL
 DE9270  ___________________________________________________________________
 DE9270* NAD 83(2007)-  36 04 12.51357(N)    079 45 04.44342(W)     ADJUSTED  
 DE9270* NAVD 88     -       237.54   (meters)     779.3    (feet)  GPS OBS   
 DE9270  ___________________________________________________________________
 DE9270  EPOCH DATE  -        2002.00
 DE9270  X           -     918,361.736 (meters)                     COMP
 DE9270  Y           -  -5,079,231.808 (meters)                     COMP
 DE9270  Z           -   3,734,607.224 (meters)                     COMP
 DE9270  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 DE9270  ELLIP HEIGHT-         206.814 (meters)          (02/10/07) ADJUSTED
 DE9270  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 DE9270
 DE9270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9270  Type    PID    Designation                      North   East  Ellip
 DE9270  -------------------------------------------------------------------
 DE9270  NETWORK DE9270 15E 201                           0.82   0.71   1.22
 DE9270  -------------------------------------------------------------------
 DE9270
 DE9270.The horizontal coordinates were established by GPS observations
 DE9270.and adjusted by the National Geodetic Survey in February 2007.
 DE9270
 DE9270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9270.The horizontal coordinates are valid at the epoch date displayed above.
 DE9270.The epoch date for horizontal control is a decimal equivalence
 DE9270.of Year/Month/Day.
 DE9270
 DE9270.The orthometric height was determined by GPS observations and a
 DE9270.high-resolution geoid model.
 DE9270.The orthometric height was determined by GPS observations and a
 DE9270.high-resolution geoid model using precise GPS observation and
 DE9270.processing techniques.
 DE9270
 DE9270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9270
 DE9270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9270
 DE9270.The ellipsoidal height was determined by GPS observations
 DE9270.and is referenced to NAD 83.
 DE9270
 DE9270.The geoid height was determined by GEOID03.
 DE9270
 DE9270;                    North         East     Units Scale Factor Converg.
 DE9270;SPC NC       -   257,639.510   541,929.571   MT  0.99997449   -0 26 00.9
 DE9270;SPC NC       -   845,272.29  1,777,980.60   sFT  0.99997449   -0 26 00.9
 DE9270;UTM  17      - 3,992,449.921   612,451.290   MT  0.99975581   +0 44 07.1
 DE9270
 DE9270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9270!SPC NC       -   0.99996754  x   0.99997449  =   0.99994203
 DE9270!UTM  17      -   0.99996754  x   0.99975581  =   0.99972336
 DE9270
 DE9270:                Primary Azimuth Mark                     Grid Az
 DE9270:SPC NC       -  15E 200                                  001 12 46.7
 DE9270:UTM  17      -  15E 200                                  000 02 38.7
 DE9270
 DE9270|---------------------------------------------------------------------|
 DE9270| PID    Reference Object                     Distance      Geod. Az  |
 DE9270|                                                           dddmmss.s |
 DE9270| DE9269 15E 200                             APPROX. 0.5 KM 0004645.8 |
 DE9270|---------------------------------------------------------------------|
 DE9270
 DE9270                          SUPERSEDED SURVEY CONTROL
 DE9270
 DE9270  NAD 83(2001)-  36 04 12.51376(N)    079 45 04.44336(W) AD(       ) 1
 DE9270  ELLIP H (03/13/03)  206.815  (m)                       GP(       ) 4 2
 DE9270  NAD 83(1986)-  36 04 12.51979(N)    079 45 04.45007(W) AD(       ) 1
 DE9270
 DE9270.Superseded values are not recommended for survey control.
 DE9270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9270.See file dsdata.txt to determine how the superseded data were derived.
 DE9270
 DE9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1245192450(NAD 83)
 DE9270_MARKER: DD = SURVEY DISK
 DE9270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9270_STAMPING: 15E.201 7/97
 DE9270_MARK LOGO: NC1940
 DE9270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9270+STABILITY: SURFACE MOTION
 DE9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9270+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9270
 DE9270  HISTORY     - Date     Condition        Report By
 DE9270  HISTORY     - 1997     MONUMENTED       NC1940
 DE9270  HISTORY     - 20050306 GOOD             USPSQD
 DE9270  HISTORY     - 20060803 GOOD             USPSQD
 DE9270
 DE9270                          STATION DESCRIPTION
 DE9270
 DE9270'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9270'STATION IS LOCATED IN GREENSBORO, ABOUT 2.5 MI (4.0 KM) EAST OF THE
 DE9270'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF BANNER AVENUE AND
 DE9270'APACHE STREET.
 DE9270'PROCEED ALONG MARKET STREET FOR 0.7 MI (1.1 KM) NORTHEAST FROM THE
 DE9270'BRIDGE OVER US 29-70-220-421, THENCE RIGHT/SOUTHERLY FOR 0.3 MI (0.5
 DE9270'KM) ALONG HOLTS CHAPEL ROAD, THENCE SOUTH FOR 0.25 MI (0.40 KM) ALONG
 DE9270'BANNER AVENUE TO APACHE STREET AND STATION ON THE NORTHEAST SIDE OF
 DE9270'INTERSECTION.
 DE9270'MARK IS ABOUT 1.5-FEET HIGHER THAN THE CENTER OF BANNER AVENUE, AND
 DE9270'RECESSED 2-INCHES BELOW GROUND. LOCATED 26.3 FT (8.0 M) EAST OF THE
 DE9270'CENTERLINE OF AVENUE, 26.0 FT (7.9 M) NORTH OF THE EASTERN
 DE9270'PROLONGATION OF THE CENTERLINE OF APACHE STREET, 53.5 FT (16.3 M)
 DE9270'SOUTHEAST OF FIRE HYDRANT, 30.4 FT (9.3 M) NORTHEAST OF A MANHOLE IN
 DE9270'BANNER AVENUE, AND 19.1 FT (5.8 M) NORTHWEST OF A POWER POLE WITH
 DE9270'LIGHT AND TRANSFORMER.
 DE9270
 DE9270                          STATION RECOVERY (2005)
 DE9270
 DE9270'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9270'RECOVERED IN GOOD CONDITION.
 DE9270
 DE9270                          STATION RECOVERY (2006)
 DE9270
 DE9270'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0672 ***********************************************************************
 FX0672  DESIGNATION -  16
 FX0672  PID         -  FX0672
 FX0672  STATE/COUNTY-  NC/CHOWAN
 FX0672  USGS QUAD   -  EDENTON (1981)
 FX0672
 FX0672                         *CURRENT SURVEY CONTROL
 FX0672  ___________________________________________________________________
 FX0672* NAD 83(1986)-  36 03 28.     (N)    076 36 29.     (W)     SCALED    
 FX0672* NAVD 88     -         4.672  (meters)      15.33   (feet)  ADJUSTED  
 FX0672  ___________________________________________________________________
 FX0672  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 FX0672  DYNAMIC HT  -           4.668 (meters)      15.31  (feet)  COMP
 FX0672  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 FX0672
 FX0672  VERT ORDER  -  FIRST     CLASS I
 FX0672
 FX0672.The horizontal coordinates were scaled from a topographic map and have
 FX0672.an estimated accuracy of +/- 6 seconds.
 FX0672
 FX0672.The orthometric height was determined by differential leveling
 FX0672.and adjusted in June 1991.
 FX0672
 FX0672.The geoid height was determined by GEOID03.
 FX0672
 FX0672.The dynamic height is computed by dividing the NAVD 88
 FX0672.geopotential number by the normal gravity value computed on the
 FX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0672.degrees latitude (g = 980.6199 gals.).
 FX0672
 FX0672.The modeled gravity was interpolated from observed gravity values.
 FX0672
 FX0672;                    North         East    Units  Estimated Accuracy
 FX0672;SPC NC       -   258,610.      825,080.      MT  (+/- 180 meters Scaled)
 FX0672
 FX0672                          SUPERSEDED SURVEY CONTROL
 FX0672
 FX0672  NGVD 29 (??/??/92)    5.01   (m)           16.4    (f) COMPUTED    1 1
 FX0672
 FX0672.Superseded values are not recommended for survey control.
 FX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0672.See file dsdata.txt to determine how the superseded data were derived.
 FX0672
 FX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE551915(NAD 83)
 FX0672_MARKER: DD = SURVEY DISK
 FX0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0672_SP_SET: BRICK WALL
 FX0672_STAMPING: 16.480 RALEIGH
 FX0672_MARK LOGO: USGS  
 FX0672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0672
 FX0672  HISTORY     - Date     Condition        Report By
 FX0672  HISTORY     - UNK      MONUMENTED       USGS
 FX0672  HISTORY     - 1963     POOR             CGS
 FX0672  HISTORY     - 19750101 GOOD             NCGS
 FX0672  HISTORY     - 20020726 POOR             USPSQD
 FX0672  HISTORY     - 20060916 POOR             USPSQD
 FX0672
 FX0672                          STATION DESCRIPTION
 FX0672
 FX0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0672'AT EDENTON.
 FX0672'AT EDENTON, AT THE INTERSECTION OF COURT AND KING STREETS, SET
 FX0672'VERTICALLY IN THE SOUTH BRICK WALL OF THE COURTHOUSE, 25 FEET WEST
 FX0672'OF SOUTHEAST CORNER, 5 FEET EAST OF SOUTH (MAIN) ENTRANCE, 20
 FX0672'FEET NORTH OF CENTER LINE OF KING STREET, 43 FEET WEST OF CENTER
 FX0672'LINE OF COURT STREET, AND IS ABOUT 3 FEET ABOVE LEVEL OF GROUND.
 FX0672'NOTE-- HALF OF DISK HAS BEEN BROKEN OFF REMAINING PORTION IS SOLID.
 FX0672
 FX0672                          STATION RECOVERY (1975)
 FX0672
 FX0672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (ESL)
 FX0672'RECOVERED AS DESCRIBED.
 FX0672
 FX0672                          STATION RECOVERY (2002)
 FX0672
 FX0672'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 FX0672'MOST OF DISK HAS BEEN BROKEN OFF
 FX0672
 FX0672                          STATION RECOVERY (2006)
 FX0672
 FX0672'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX0672'APPROXIMATELY ON SIXTH OF DISK REMAINS..
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0621 ***********************************************************************
 EY0621  DESIGNATION -  16
 EY0621  PID         -  EY0621
 EY0621  STATE/COUNTY-  NC/CRAVEN
 EY0621  USGS QUAD   -  NEW BERN (1994)
 EY0621
 EY0621                         *CURRENT SURVEY CONTROL
 EY0621  ___________________________________________________________________
 EY0621* NAD 83(1986)-  35 06 31.     (N)    077 02 18.     (W)     SCALED    
 EY0621* NAVD 88     -         4.219  (meters)      13.84   (feet)  ADJUSTED  
 EY0621  ___________________________________________________________________
 EY0621  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY0621  DYNAMIC HT  -           4.215 (meters)      13.83  (feet)  COMP
 EY0621  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 EY0621
 EY0621  VERT ORDER  -  FIRST     CLASS I
 EY0621
 EY0621.The horizontal coordinates were scaled from a topographic map and have
 EY0621.an estimated accuracy of +/- 6 seconds.
 EY0621
 EY0621.The orthometric height was determined by differential leveling
 EY0621.and adjusted in June 1991.
 EY0621
 EY0621.The geoid height was determined by GEOID03.
 EY0621
 EY0621.The dynamic height is computed by dividing the NAVD 88
 EY0621.geopotential number by the normal gravity value computed on the
 EY0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0621.degrees latitude (g = 980.6199 gals.).
 EY0621
 EY0621.The modeled gravity was interpolated from observed gravity values.
 EY0621
 EY0621;                    North         East    Units  Estimated Accuracy
 EY0621;SPC NC       -   152,480.      788,410.      MT  (+/- 180 meters Scaled)
 EY0621
 EY0621                          SUPERSEDED SURVEY CONTROL
 EY0621
 EY0621  NGVD 29 (??/??/92)    4.536  (m)           14.88   (f) ADJ UNCH    1 1
 EY0621
 EY0621.Superseded values are not recommended for survey control.
 EY0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0621.See file dsdata.txt to determine how the superseded data were derived.
 EY0621
 EY0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD142869(NAD 83)
 EY0621_MARKER: DD = SURVEY DISK
 EY0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0621_SP_SET: BUILDING
 EY0621_STAMPING: 14.947
 EY0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0621+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 EY0621
 EY0621  HISTORY     - Date     Condition        Report By
 EY0621  HISTORY     - UNK      MONUMENTED       USGS
 EY0621  HISTORY     - 1963     GOOD             NGS
 EY0621  HISTORY     - 19910210 GOOD             USPSQD
 EY0621  HISTORY     - 20021025 GOOD             USPSQD
 EY0621  HISTORY     - 20031026 GOOD             USPSQD
 EY0621  HISTORY     - 20050215 GOOD             USPSQD
 EY0621  HISTORY     - 20060323 GOOD             USPSQD
 EY0621
 EY0621                          STATION DESCRIPTION
 EY0621
 EY0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0621'AT NEW BERN.
 EY0621'AT NEW BERN, CRAVEN COUNTY, AT THE NORTHWEST CORNER OF BROAD
 EY0621'AND CRAVEN STREETS, AT THE COUNTY COURTHOUSE, 30 FEET NORTH OF
 EY0621'THE EAST ENTRANCE, IN THE NORTH FACE OF THE MARBLE CORNER STONE
 EY0621'AND ABOUT 1 FOOT HIGHER THAN THE GROUND.  A UNITED STATES
 EY0621'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 14.947 AND SET VERTICALLY.
 EY0621
 EY0621                          STATION RECOVERY (1991)
 EY0621
 EY0621'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY0621'RECOVERED IN GOOD CONDITION.
 EY0621
 EY0621                          STATION RECOVERY (2002)
 EY0621
 EY0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY0621'RECOVERED IN GOOD CONDITION.
 EY0621
 EY0621                          STATION RECOVERY (2003)
 EY0621
 EY0621'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY0621'RECOVERED IN GOOD CONDITION.
 EY0621
 EY0621                          STATION RECOVERY (2005)
 EY0621
 EY0621'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0621'RECOVERED IN GOOD CONDITION.
 EY0621
 EY0621                          STATION RECOVERY (2006)
 EY0621
 EY0621'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3862 ***********************************************************************
 EY3862  DESIGNATION -  16 CMP
 EY3862  PID         -  EY3862
 EY3862  STATE/COUNTY-  NC/BEAUFORT
 EY3862  USGS QUAD   -  AURORA (1993)
 EY3862
 EY3862                         *CURRENT SURVEY CONTROL
 EY3862  ___________________________________________________________________
 EY3862* NAD 83(2001)-  35 15 27.19054(N)    076 49 10.74316(W)     ADJUSTED  
 EY3862* NAVD 88     -         4.26   (+/-2cm)      14.0    (feet)  VERTCON   
 EY3862  ___________________________________________________________________
 EY3862  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EY3862  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EY3862  HORZ ORDER  -  THIRD
 EY3862  VERT ORDER  -  THIRD ? (See Below)
 EY3862
 EY3862.The horizontal coordinates were established by classical geodetic methods
 EY3862.and adjusted by the National Geodetic Survey in August 2005.
 EY3862
 EY3862.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3862.The vertical order pertains to the NGVD 29 superseded value.
 EY3862
 EY3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3862
 EY3862.The geoid height was determined by GEOID03.
 EY3862
 EY3862;                    North         East     Units Scale Factor Converg.
 EY3862;SPC NC       -   169,411.365   807,974.393   MT  0.99987260   +1 15 30.4
 EY3862;SPC NC       -   555,810.45  2,650,829.32   sFT  0.99987260   +1 15 30.4
 EY3862;UTM  18      - 3,903,122.969   334,466.447   MT  0.99993770   -1 03 02.3
 EY3862
 EY3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3862!SPC NC       -   1.00000518  x   0.99987260  =   0.99987778
 EY3862!UTM  18      -   1.00000518  x   0.99993770  =   0.99994288
 EY3862
 EY3862                          SUPERSEDED SURVEY CONTROL
 EY3862
 EY3862  NAD 83(1986)-  35 15 27.20695(N)    076 49 10.75028(W) AD(       ) 4
 EY3862  NAD 27      -  35 15 26.57826(N)    076 49 12.00677(W) AD(       ) 3
 EY3862  NGVD 29 (07/19/86)    4.59   (m)           15.1    (f) LEVELING    3  
 EY3862
 EY3862.Superseded values are not recommended for survey control.
 EY3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3862.See file dsdata.txt to determine how the superseded data were derived.
 EY3862
 EY3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3446603123(NAD 83)
 EY3862_MARKER: DD = SURVEY DISK
 EY3862_SETTING: 0 = UNSPECIFIED SETTING
 EY3862_STAMPING: 16 CMP 1964 15 ET
 EY3862_MARK LOGO: USGS  
 EY3862_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3862
 EY3862  HISTORY     - Date     Condition        Report By
 EY3862  HISTORY     - 1964     MONUMENTED       USGS
 EY3862
 EY3862                          STATION DESCRIPTION
 EY3862
 EY3862'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3862'GRANTSBORO, 2.1 MI E. OF INTERSECTION OF STATE HIGHWAY 306 AND COUNTY
 EY3862'ROAD 1927 N., ALONG ROAD 1927, 37 FT N. AND 29 FT E. OF, AND LEVEL
 EY3862'WITH CENTERLINE OF T-RD. N., IN CONCRETE POST, STANDARD TABLET STAMPED
 EY3862'---16 CMP 1964 15 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2552 ***********************************************************************
 FX2552  DESIGNATION -  16 DOP
 FX2552  PID         -  FX2552
 FX2552  STATE/COUNTY-  NC/MARTIN
 FX2552  USGS QUAD   -  PALMYRA (1962)
 FX2552
 FX2552                         *CURRENT SURVEY CONTROL
 FX2552  ___________________________________________________________________
 FX2552* NAD 83(1986)-  36 02 36.     (N)    077 19 10.     (W)     SCALED    
 FX2552* NAVD 88     -        26.089  (meters)      85.59   (feet)  ADJUSTED  
 FX2552  ___________________________________________________________________
 FX2552  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 FX2552  DYNAMIC HT  -          26.067 (meters)      85.52  (feet)  COMP
 FX2552  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 FX2552
 FX2552  VERT ORDER  -  SECOND    CLASS II
 FX2552
 FX2552.The horizontal coordinates were scaled from a topographic map and have
 FX2552.an estimated accuracy of +/- 6 seconds.
 FX2552
 FX2552.The orthometric height was determined by differential leveling
 FX2552.and adjusted in July 2000.
 FX2552.No vertical observational check was made to the station.
 FX2552
 FX2552.The geoid height was determined by GEOID03.
 FX2552
 FX2552.The dynamic height is computed by dividing the NAVD 88
 FX2552.geopotential number by the normal gravity value computed on the
 FX2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2552.degrees latitude (g = 980.6199 gals.).
 FX2552
 FX2552.The modeled gravity was interpolated from observed gravity values.
 FX2552
 FX2552;                    North         East    Units  Estimated Accuracy
 FX2552;SPC NC       -   255,690.      761,030.      MT  (+/- 180 meters Scaled)
 FX2552
 FX2552                          SUPERSEDED SURVEY CONTROL
 FX2552
 FX2552  NAVD 88 (06/15/91)   26.096  (m)           85.62   (f) UNKNOWN     2 2
 FX2552  NGVD 29 (??/??/92)   26.434  (m)           86.73   (f) ADJ UNCH    2 2
 FX2552
 FX2552.Superseded values are not recommended for survey control.
 FX2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2552.See file dsdata.txt to determine how the superseded data were derived.
 FX2552
 FX2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE910912(NAD 83)
 FX2552_MARKER: DB = BENCH MARK DISK
 FX2552_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2552_SP_SET: STEP
 FX2552_STAMPING: 16 DOP 1961
 FX2552_MARK LOGO: USGS  
 FX2552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2552+STABILITY: SURFACE MOTION
 FX2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2552+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 FX2552
 FX2552  HISTORY     - Date     Condition        Report By
 FX2552  HISTORY     - 1961     MONUMENTED       NCGS
 FX2552  HISTORY     - 1975     GOOD             NCGS
 FX2552  HISTORY     - 19930921 GOOD             NCGS
 FX2552  HISTORY     - 19940829 GOOD             USPSQD
 FX2552  HISTORY     - 20060504 GOOD             NCGS
 FX2552
 FX2552                          STATION DESCRIPTION
 FX2552
 FX2552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2552'2.3 MI SSE FROM PALMYRA.
 FX2552'TO REACH STATION FROM INTERSECTION OF NC 903 WITH NC 11 NE OF OAK
 FX2552'CITY, PROCEED NW ALONG NC 903 FOR 6.0 MILES TO JONES CHAPEL AND
 FX2552'STATION ON LEFT IN NW END OF SECOND STEP OF FRONT ENTRANCE TO CHURCH,
 FX2552'AND 2.5 MILES SE ALONG NC 903 FROM POST OFFICE IN PALMYRA.  DISK IS
 FX2552'SET FLUSH IN CONCRETE STEP.
 FX2552
 FX2552                          STATION RECOVERY (1993)
 FX2552
 FX2552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2552'RECOVERED IN GOOD CONDITION. STATION IS LOCATED ABOUT 5.5 MI (8.9 KM)
 FX2552'NORTH OF OAK CITY AND 8.5 MI (13.7 KM) SOUTHEAST OF SCOTLAND NECK. THE
 FX2552'DISK IS IN THE FIRST STEP (WHICH IS AT GROUND LEVEL) OF THE CHURCH
 FX2552'ENTRANCE, NOW KNOWN AS MISSIONARY BAPTIST CHURCH.
 FX2552
 FX2552                          STATION RECOVERY (1994)
 FX2552
 FX2552'RECOVERY NOTE BY US POWER SQUADRON 1994
 FX2552'RECOVERED IN GOOD CONDITION.
 FX2552
 FX2552                          STATION RECOVERY (2006)
 FX2552
 FX2552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 FX2552'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NAME OF
 FX2552'REFERENCED CHURCH IS JONES CHAPEL MISSIONARY BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8590 ***********************************************************************
 AE8590  DESIGNATION -  16 DRD
 AE8590  PID         -  AE8590
 AE8590  STATE/COUNTY-  NC/MCDOWELL
 AE8590  USGS QUAD   -  GLENWOOD (1993)
 AE8590
 AE8590                         *CURRENT SURVEY CONTROL
 AE8590  ___________________________________________________________________
 AE8590* NAD 83(1986)-  35 32 32.     (N)    081 57 34.     (W)     SCALED    
 AE8590* NAVD 88     -       312.679  (meters)    1025.85   (feet)  ADJUSTED  
 AE8590  ___________________________________________________________________
 AE8590  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 AE8590  DYNAMIC HT  -         312.368 (meters)    1024.83  (feet)  COMP
 AE8590  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 AE8590
 AE8590  VERT ORDER  -  SECOND    CLASS II
 AE8590
 AE8590.The horizontal coordinates were scaled from a topographic map and have
 AE8590.an estimated accuracy of +/- 6 seconds.
 AE8590
 AE8590.The orthometric height was determined by differential leveling
 AE8590.and adjusted in May 1998.
 AE8590
 AE8590.The geoid height was determined by GEOID03.
 AE8590
 AE8590.The dynamic height is computed by dividing the NAVD 88
 AE8590.geopotential number by the normal gravity value computed on the
 AE8590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8590.degrees latitude (g = 980.6199 gals.).
 AE8590
 AE8590.The modeled gravity was interpolated from observed gravity values.
 AE8590
 AE8590;                    North         East    Units  Estimated Accuracy
 AE8590;SPC NC       -   202,810.      341,300.      MT  (+/- 180 meters Scaled)
 AE8590
 AE8590                          SUPERSEDED SURVEY CONTROL
 AE8590
 AE8590.No superseded survey control is available for this station.
 AE8590
 AE8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV130335(NAD 83)
 AE8590_MARKER: DB = BENCH MARK DISK
 AE8590_SETTING: 66 = SET IN ROCK OUTCROP
 AE8590_STAMPING: 16 DRD 1958
 AE8590_MARK LOGO: USGS  
 AE8590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8590+STABILITY: POSITION/ELEVATION WELL
 AE8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8590+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 AE8590
 AE8590  HISTORY     - Date     Condition        Report By
 AE8590  HISTORY     - 1958     MONUMENTED       USGS
 AE8590  HISTORY     - 19960619 GOOD             NCGS
 AE8590
 AE8590                          STATION DESCRIPTION
 AE8590
 AE8590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AE8590'STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF MARION,
 AE8590'AND 3.8 MI (6.1 KM) SOUTH OF GLENWOOD. PROCEED ALONG US 221 FOR 0.05
 AE8590'MI (0.08 KM) NORTHEAST FROM THE MCDOWELL/RUTHERFORD COUNTY LINE,
 AE8590'THENCE NORTHEAST FOR 1.2 MI (1.9 KM) ALONG SR 1781 (POLLY SPOUTS ROAD)
 AE8590'TO THE STATION IN A ROCK OUTCROP NEAR THE SOUTH END OF A POUND. MARK
 AE8590'IS 3-FEET HIGHER THAN THE ROAD. LOCATED 50.0 FT (15.2 M) EAST OF THE
 AE8590'CENTERLINE OF SR 1781, 28.0 FT (8.5 M) SOUTHWEST OF THE SOUTH EDGE OF
 AE8590'THE POUND, AND 13.0 FT (4.0 M) SOUTHWEST OF A 16-INCH SYCAMORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2912 ***********************************************************************
 FZ2912  DESIGNATION -  16 DSW
 FZ2912  PID         -  FZ2912
 FZ2912  STATE/COUNTY-  NC/ASHE
 FZ2912  USGS QUAD   -  WARRENSVILLE (1966)
 FZ2912
 FZ2912                         *CURRENT SURVEY CONTROL
 FZ2912  ___________________________________________________________________
 FZ2912* NAD 83(2001)-  36 24 27.58795(N)    081 34 49.68943(W)     ADJUSTED  
 FZ2912* NAVD 88     -      1137.22   (+/-2cm)    3731.0    (feet)  VERTCON   
 FZ2912  ___________________________________________________________________
 FZ2912  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FZ2912  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ2912  HORZ ORDER  -  THIRD
 FZ2912  VERT ORDER  -  THIRD (See Below)
 FZ2912
 FZ2912.The horizontal coordinates were established by classical geodetic methods
 FZ2912.and adjusted by the National Geodetic Survey in August 2005.
 FZ2912
 FZ2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2912.The vertical order pertains to the NGVD 29 superseded value.
 FZ2912
 FZ2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2912
 FZ2912.The geoid height was determined by GEOID03.
 FZ2912
 FZ2912;                    North         East     Units Scale Factor Converg.
 FZ2912;SPC NC       -   297,845.156   378,148.376   MT  1.00007618   -1 29 21.7
 FZ2912;SPC NC       -   977,180.32  1,240,641.80   sFT  1.00007618   -1 29 21.7
 FZ2912;UTM  17      - 4,029,322.298   447,953.999   MT  0.99963337   -0 20 40.3
 FZ2912
 FZ2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2912!SPC NC       -   0.99982641  x   1.00007618  =   0.99990258
 FZ2912!UTM  17      -   0.99982641  x   0.99963337  =   0.99945984
 FZ2912
 FZ2912                          SUPERSEDED SURVEY CONTROL
 FZ2912
 FZ2912  NAD 83(1995)-  36 24 27.58839(N)    081 34 49.68950(W) AD(       ) 4
 FZ2912  NAD 83(1993)-  36 24 27.59272(N)    081 34 49.69387(W) AD(       ) 4
 FZ2912  NAD 83(1986)-  36 24 27.59907(N)    081 34 49.69389(W) AD(       ) 4
 FZ2912  NGVD 29 (10/27/97) 1137.27   (m)         3731.2    (f) LEVELING    3  
 FZ2912
 FZ2912.Superseded values are not recommended for survey control.
 FZ2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2912.See file dsdata.txt to determine how the superseded data were derived.
 FZ2912
 FZ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4795429322(NAD 83)
 FZ2912_MARKER: DB = BENCH MARK DISK
 FZ2912_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2912_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2912_STAMPING: 16 DSW 1963
 FZ2912_MARK LOGO: USGS  
 FZ2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2912+STABILITY: POSITION/ELEVATION WELL
 FZ2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2912+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 FZ2912
 FZ2912  HISTORY     - Date     Condition        Report By
 FZ2912  HISTORY     - 1963     MONUMENTED       USGS
 FZ2912  HISTORY     - 19910910 GOOD             NCGS
 FZ2912  HISTORY     - 20031104 GOOD             NCGS
 FZ2912
 FZ2912                          STATION DESCRIPTION
 FZ2912
 FZ2912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2912'STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) WEST OF JEFFERSON
 FZ2912'AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF CRESTON.
 FZ2912'ALONG BUFFALO ROAD (SR 1131-SR 1133-SR 1125) UP THE BUFFALO CREEK
 FZ2912'VALLEY FOR 5.60 MI (9.01 KM) SOUTHWEST FROM NC 88-NC 194 TO THE GAP
 FZ2912'BETWEEN BLUFF AND THREE TOP MOUNTAINS, AND STATION ON NORTHWEST SIDE
 FZ2912'OF ROAD IN A LARGE ROCK OUTCROP.
 FZ2912'MARK IS FLUSH IN A DRILL HOLE AND ABOUT 6 FEET HIGHER THAN THE ROAD.
 FZ2912'LOCATED 74.3 FT (22.6 M) NORTHWEST OF THE CENTERLINE OF ROAD, 27.5 FT
 FZ2912'(8.4 M) SOUTH OF A WOODS ROAD--AND 46.6 FT (14.2 M) NORTH-NORTHWEST
 FZ2912'OF A 20 INCH OAK, 68.3 FT (20.8 M) NORTHEAST OF A 6 INCH MAPLE--BOTH
 FZ2912'WITH REFERENCE TAGS.
 FZ2912
 FZ2912                          STATION RECOVERY (2003)
 FZ2912
 FZ2912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3428 ***********************************************************************
 FY3428  DESIGNATION -  16 EG 1
 FY3428  PID         -  FY3428
 FY3428  STATE/COUNTY-  NC/ROCKINGHAM
 FY3428  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3428
 FY3428                         *CURRENT SURVEY CONTROL
 FY3428  ___________________________________________________________________
 FY3428* NAD 83(2001)-  36 28 39.31708(N)    079 44 20.65268(W)     ADJUSTED  
 FY3428* NAVD 88     -       171.20   (+/-2cm)     561.7    (feet)  VERTCON   
 FY3428  ___________________________________________________________________
 FY3428  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 FY3428  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 FY3428  HORZ ORDER  -  SECOND
 FY3428  VERT ORDER  -  THIRD ? (See Below)
 FY3428
 FY3428.The horizontal coordinates were established by classical geodetic methods
 FY3428.and adjusted by the National Geodetic Survey in August 2005.
 FY3428
 FY3428.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3428.The vertical order pertains to the NGVD 29 superseded value.
 FY3428
 FY3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3428
 FY3428.The geoid height was determined by GEOID03.
 FY3428
 FY3428;                    North         East     Units Scale Factor Converg.
 FY3428;SPC NC       -   302,843.370   543,361.912   MT  1.00010163   -0 25 35.6
 FY3428;SPC NC       -   993,578.62  1,782,679.87   sFT  1.00010163   -0 25 35.6
 FY3428;SPC VA S     - 1,016,737.579 3,388,954.322   MT  1.00006503   -0 45 07.3
 FY3428;SPC VA S     - 3,335,746.54 11,118,594.30   sFT  1.00006503   -0 45 07.3
 FY3428;UTM  17      - 4,037,661.086   612,958.135   MT  0.99975720   +0 44 59.0
 FY3428
 FY3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3428!SPC NC       -   0.99997824  x   1.00010163  =   1.00007986
 FY3428!SPC VA S     -   0.99997824  x   1.00006503  =   1.00004326
 FY3428!UTM  17      -   0.99997824  x   0.99975720  =   0.99973544
 FY3428
 FY3428                          SUPERSEDED SURVEY CONTROL
 FY3428
 FY3428  NAD 83(1993)-  36 28 39.31965(N)    079 44 20.65466(W) AD(       ) 2
 FY3428  NAD 83(1986)-  36 28 39.32359(N)    079 44 20.65780(W) AD(       ) 2
 FY3428  NAD 27      -  36 28 38.82324(N)    079 44 21.53132(W) AD(       ) 2
 FY3428  NGVD 29 (07/19/86)  171.42   (m)          562.4    (f) LEVELING    3  
 FY3428
 FY3428.Superseded values are not recommended for survey control.
 FY3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3428.See file dsdata.txt to determine how the superseded data were derived.
 FY3428
 FY3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1295837661(NAD 83)
 FY3428_MARKER: DE = TRAVERSE STATION DISK
 FY3428_SETTING: 0 = UNSPECIFIED SETTING
 FY3428_STAMPING: 16 EG 1
 FY3428_MARK LOGO: NCSHC 
 FY3428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY3428
 FY3428  HISTORY     - Date     Condition        Report By
 FY3428  HISTORY     - 1967     MONUMENTED       NCSHC
 FY3428
 FY3428                          STATION DESCRIPTION
 FY3428
 FY3428'DESCRIBED BY NC STATE HWYS COMM 1967
 FY3428'16 EG 1 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3428'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3428'
 FY3428'16 EG 1 IS LOCATED APPROXIMATELY 9.2 MILES NW OF REIDSVILLE AND
 FY3428'9.3 MILES E OF STONEVILLE, ON NC 14.  TO REACH STATION PROCEED
 FY3428'FROM THE INTERSECTION OF NC 14 AND THE DAN RIVER SOUTH OF EDEN,
 FY3428'NORTH ALONG NC 14 FOR APPROXIMATELY 0.3 MILE TO INTERSECTION
 FY3428'OF SR 1964.  STATION IS IN THE NORTHWEST QUADRANT OF
 FY3428'INTERSECTION, 48.7 FEET WEST OF THE CENTER OF NC 14, ON THE WEST
 FY3428'BANK OF THE ROAD NEAR A TREE LINE AND APPROXIMATELY 250 FEET
 FY3428'NORTH OF THE INTERSECTION.
 FY3428'
 FY3428'STATION MARK IS A STANDARD NCSHC BRONZE DISK SET IN THE TOP OF
 FY3428'A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE SURFACE OF THE GROUND.
 FY3428'
 FY3428'MARK IS
 FY3428'
 FY3428'37.28 FT N 69 DEG 43 MIN E OF NAIL AND CAP IN 4 INCH PINE
 FY3428'
 FY3428'258.77 FT N 12 DEG 10 MIN W OF RAILROAD SPIKE IN PP
 FY3428'
 FY3428'43.18 FT N 42 DEG 37 MIN E OF NAIL AND CAP IN 4 INCH PINE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4547 ***********************************************************************
 AE4547  DESIGNATION -  16 JAS
 AE4547  PID         -  AE4547
 AE4547  STATE/COUNTY-  NC/ROWAN
 AE4547  USGS QUAD   -  CLEVELAND (1988)
 AE4547
 AE4547                         *CURRENT SURVEY CONTROL
 AE4547  ___________________________________________________________________
 AE4547* NAD 83(2007)-  35 38 51.57094(N)    080 38 07.60779(W)     ADJUSTED  
 AE4547* NAVD 88     -       239.1    (meters)     784.     (feet)  GPS OBS   
 AE4547  ___________________________________________________________________
 AE4547  EPOCH DATE  -        2002.00
 AE4547  X           -     844,339.152 (meters)                     COMP
 AE4547  Y           -  -5,119,894.891 (meters)                     COMP
 AE4547  Z           -   3,696,614.348 (meters)                     COMP
 AE4547  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AE4547  ELLIP HEIGHT-         207.758 (meters)          (02/10/07) ADJUSTED
 AE4547  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AE4547
 AE4547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4547  Type    PID    Designation                      North   East  Ellip
 AE4547  -------------------------------------------------------------------
 AE4547  NETWORK AE4547 16 JAS                            1.41   0.96   1.69
 AE4547  -------------------------------------------------------------------
 AE4547
 AE4547.The horizontal coordinates were established by GPS observations
 AE4547.and adjusted by the National Geodetic Survey in February 2007.
 AE4547
 AE4547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4547.The horizontal coordinates are valid at the epoch date displayed above.
 AE4547.The epoch date for horizontal control is a decimal equivalence
 AE4547.of Year/Month/Day.
 AE4547
 AE4547.The orthometric height was determined by GPS observations and a
 AE4547.high-resolution geoid model.
 AE4547
 AE4547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4547
 AE4547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4547
 AE4547.The ellipsoidal height was determined by GPS observations
 AE4547.and is referenced to NAD 83.
 AE4547
 AE4547.The geoid height was determined by GEOID03.
 AE4547
 AE4547;                    North         East     Units Scale Factor Converg.
 AE4547;SPC NC       -   211,729.276   461,512.234   MT  0.99989639   -0 56 38.2
 AE4547;SPC NC       -   694,648.47  1,514,144.72   sFT  0.99989639   -0 56 38.2
 AE4547;UTM  17      - 3,944,930.978   533,001.932   MT  0.99961342   +0 12 44.9
 AE4547
 AE4547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4547!SPC NC       -   0.99996739  x   0.99989639  =   0.99986379
 AE4547!UTM  17      -   0.99996739  x   0.99961342  =   0.99958082
 AE4547
 AE4547|---------------------------------------------------------------------|
 AE4547| PID    Reference Object                     Distance      Geod. Az  |
 AE4547|                                                           dddmmss.s |
 AE4547| AE4487 HARRISON                            321.998 METERS 08450     |
 AE4547|---------------------------------------------------------------------|
 AE4547
 AE4547                          SUPERSEDED SURVEY CONTROL
 AE4547
 AE4547  NAD 83(2001)-  35 38 51.57126(N)    080 38 07.60738(W) AD(       ) 1
 AE4547  ELLIP H (03/13/03)  207.752  (m)                       GP(       ) 4 2
 AE4547  NAD 83(1986)-  35 38 51.58178(N)    080 38 07.61415(W) AD(       ) 1
 AE4547  NGVD 29 (11/20/97)  239.31   (m)          785.1    (f) LEVELING    3  
 AE4547
 AE4547.Superseded values are not recommended for survey control.
 AE4547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4547.See file dsdata.txt to determine how the superseded data were derived.
 AE4547
 AE4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3300244931(NAD 83)
 AE4547_MARKER: DB = BENCH MARK DISK
 AE4547_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4547_STAMPING: 16 JAS 1966 785
 AE4547_MARK LOGO: USGS  
 AE4547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4547+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 AE4547
 AE4547  HISTORY     - Date     Condition        Report By
 AE4547  HISTORY     - 1966     MONUMENTED       USGS
 AE4547  HISTORY     - 19890821 GOOD             NCGS
 AE4547
 AE4547                          STATION DESCRIPTION
 AE4547
 AE4547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (DRS)
 AE4547'STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST OF SALISBURY, IN THE
 AE4547'COMMUNITY OF MILLBRIDGE. AT THE INTERSECTION OF NC 150 AND SR 1737
 AE4547'(WHITE ROAD), IN THE NORTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS
 AE4547'ABOUT LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED
 AE4547'28.05 FT (8.55 M) NORTH OF THE CENTERLINE OF NC 150, 46.9 FT (14.3 M)
 AE4547'EAST OF THE CENTERLINE OF SR 1737, 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF
 AE4547'PEDESTAL NO. 159, 2.6 FT (0.8 M) NORTHWEST OF THE THYATRIA HISTORICAL
 AE4547'SIGN, AND 0.7 FT (0.2 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1629 ***********************************************************************
 EB1629  DESIGNATION -  16 LB 2
 EB1629  PID         -  EB1629
 EB1629  STATE/COUNTY-  NC/ROBESON
 EB1629  USGS QUAD   -  MAXTON (1982)
 EB1629
 EB1629                         *CURRENT SURVEY CONTROL
 EB1629  ___________________________________________________________________
 EB1629* NAD 83(2001)-  34 43 47.83906(N)    079 19 53.64537(W)     ADJUSTED  
 EB1629* NAVD 88     -        60.039  (meters)     196.98   (feet)  ADJUSTED  
 EB1629  ___________________________________________________________________
 EB1629  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EB1629  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EB1629  DYNAMIC HT  -          59.983 (meters)     196.79  (feet)  COMP
 EB1629  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 EB1629
 EB1629  HORZ ORDER  -  SECOND
 EB1629  VERT ORDER  -  SECOND    CLASS II
 EB1629
 EB1629.The horizontal coordinates were established by classical geodetic methods
 EB1629.and adjusted by the National Geodetic Survey in August 2005.
 EB1629
 EB1629.The orthometric height was determined by differential leveling
 EB1629.and adjusted in June 2001.
 EB1629
 EB1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1629
 EB1629.The geoid height was determined by GEOID03.
 EB1629
 EB1629.The dynamic height is computed by dividing the NAVD 88
 EB1629.geopotential number by the normal gravity value computed on the
 EB1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1629.degrees latitude (g = 980.6199 gals.).
 EB1629
 EB1629.The modeled gravity was interpolated from observed gravity values.
 EB1629
 EB1629;                    North         East     Units Scale Factor Converg.
 EB1629;SPC NC       -   108,758.210   579,236.540   MT  0.99991378   -0 11 28.9
 EB1629;SPC NC       -   356,817.56  1,900,378.55   sFT  0.99991378   -0 11 28.9
 EB1629;UTM  17      - 3,844,364.080   652,753.292   MT  0.99988760   +0 57 02.5
 EB1629
 EB1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1629!SPC NC       -   0.99999571  x   0.99991378  =   0.99990949
 EB1629!UTM  17      -   0.99999571  x   0.99988760  =   0.99988331
 EB1629
 EB1629                          SUPERSEDED SURVEY CONTROL
 EB1629
 EB1629  NAD 83(1986)-  34 43 47.85277(N)    079 19 53.64719(W) AD(       ) 2
 EB1629  NAVD 88 (06/15/91)   59.902  (m)          196.53   (f) UNKNOWN     2 1
 EB1629  NGVD 29 (10/06/93)   60.184  (m)          197.45   (f) ADJUSTED    2 1
 EB1629
 EB1629.Superseded values are not recommended for survey control.
 EB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1629.See file dsdata.txt to determine how the superseded data were derived.
 EB1629
 EB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5275344364(NAD 83)
 EB1629_MARKER: DE = TRAVERSE STATION DISK
 EB1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1629_SP_SET: CONCRETE POST
 EB1629_STAMPING: 16 LB 2 1975
 EB1629_MARK LOGO: NCDOT 
 EB1629_PROJECTION: FLUSH
 EB1629_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1629+STABILITY: SURFACE MOTION
 EB1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1629+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 EB1629
 EB1629  HISTORY     - Date     Condition        Report By
 EB1629  HISTORY     - 1975     MONUMENTED       NCDOT
 EB1629  HISTORY     - 1978     GOOD             NCGS
 EB1629  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 EB1629  HISTORY     - 20010228 GOOD             NCGS
 EB1629
 EB1629                          STATION DESCRIPTION
 EB1629
 EB1629'DESCRIBED BY 
NC DOT 1975 (LFS)
 EB1629'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF MAXTON
 EB1629'AND 1.2 MILES WEST-SOUTHWEST OF ALMA.
 EB1629'
 EB1629'TO REACH STATION FROM INTERSECTION OF US 74 AND PATTERSON STREET IN
 EB1629'MAXTON, PROCEED SOUTHEAST ALONG US 74 FOR 1.2 MILES TO Y INTERSECTION
 EB1629'WITH SR 1302, THENCE NORTHWEST ALONG SR 1301 FOR 0.15 MILE TO STATION
 EB1629'ON LEFT IN EAST EDGE OF CULTIVATED FIELD, AT A LARGE OAK AND 0.1 MILE
 EB1629'SOUTHEAST OF SEABOARD COAST LINE CROSSING.
 EB1629'
 EB1629'STATION MARK IS A STANDARD DISK STAMPED---16.LB.2 1975---SET IN THE
 EB1629'TOP OF A CONCRETE PRECAST, WHICH IS FLUSH WITH THR GROUND SURFACE. THE
 EB1629'MARK IS 24.4 FEET SOUTHWEST OF CENTERLINE OF SR 1302, 2.5 FEET SOUTH
 EB1629'OF UNDERGROUND CABLE POST, 47.7 FEET WEST OF SERVICE POLE 3947 WITH
 EB1629'REFERENCE TAG AND 59.2 FEET NORTH OF A 60 INCH OAK WITH REFERENCE TAG.
 EB1629
 EB1629                          STATION RECOVERY (1978)
 EB1629
 EB1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1629'1.0 MI SE FROM MAXTON.
 EB1629'1.2 MILES SOUTHEAST ALONG U.S. 74 FROM PATTERSON STREET IN MAXTON,
 EB1629'THENCE NORTHWEST ALONG SR 1302 FOR 0.15 MILE, ON LEFT IN EDGE OF
 EB1629'CULTIVATED FIELD AT A LARGE OAK AND 0.1 MILE SOUTHEAST OF SEABOARD
 EB1629'COAST LINE RAILROAD CROSSSNG, 24.4 FEET SOUTHWEST OF CENTERLINE
 EB1629'OF SR 1302, 2.5 FEET WEST OF UNDERGROUND CABLE POST WITH REFERENCE
 EB1629'TAG, 47.7 FEET WEST OF SERVICE POLE 3947 WITH REFERENCE TAG AND
 EB1629'59.2 FEET NORTH OF 60 INCH OAK WITH REFERENCE TAG.
 EB1629
 EB1629                          STATION RECOVERY (1997)
 EB1629
 EB1629'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB1629'MARK NOT FOUND.
 EB1629
 EB1629                          STATION RECOVERY (2001)
 EB1629
 EB1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001
 EB1629'RECOVERED AS DESCRIBED. STATION NOW PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1619 ***********************************************************************
 EB1619  DESIGNATION -  16 LB 8
 EB1619  PID         -  EB1619
 EB1619  STATE/COUNTY-  NC/SCOTLAND
 EB1619  USGS QUAD   -  LAURINBURG (1982)
 EB1619
 EB1619                         *CURRENT SURVEY CONTROL
 EB1619  ___________________________________________________________________
 EB1619* NAD 83(2001)-  34 45 35.66904(N)    079 24 51.34812(W)     ADJUSTED  
 EB1619* NAVD 88     -        67.148  (meters)     220.30   (feet)  ADJUSTED  
 EB1619  ___________________________________________________________________
 EB1619  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 EB1619  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 EB1619  DYNAMIC HT  -          67.084 (meters)     220.09  (feet)  COMP
 EB1619  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 EB1619
 EB1619  HORZ ORDER  -  SECOND
 EB1619  VERT ORDER  -  SECOND    CLASS I
 EB1619
 EB1619.The horizontal coordinates were established by classical geodetic methods
 EB1619.and adjusted by the National Geodetic Survey in August 2005.
 EB1619
 EB1619.The orthometric height was determined by differential leveling
 EB1619.and adjusted in June 1991.
 EB1619
 EB1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1619
 EB1619.The geoid height was determined by GEOID03.
 EB1619
 EB1619.The dynamic height is computed by dividing the NAVD 88
 EB1619.geopotential number by the normal gravity value computed on the
 EB1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1619.degrees latitude (g = 980.6199 gals.).
 EB1619
 EB1619.The modeled gravity was interpolated from observed gravity values.
 EB1619
 EB1619;                    North         East     Units Scale Factor Converg.
 EB1619;SPC NC       -   112,109.174   571,677.301   MT  0.99990919   -0 14 20.8
 EB1619;SPC NC       -   367,811.52  1,875,577.95   sFT  0.99990919   -0 14 20.8
 EB1619;UTM  17      - 3,847,563.503   645,129.018   MT  0.99985960   +0 54 15.3
 EB1619
 EB1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1619!SPC NC       -   0.99999456  x   0.99990919  =   0.99990375
 EB1619!UTM  17      -   0.99999456  x   0.99985960  =   0.99985416
 EB1619
 EB1619                          SUPERSEDED SURVEY CONTROL
 EB1619
 EB1619  NAD 83(1986)-  34 45 35.68459(N)    079 24 51.35120(W) AD(       ) 2
 EB1619  NGVD 29 (10/06/93)   67.428  (m)          221.22   (f) ADJUSTED    2 1
 EB1619
 EB1619.Superseded values are not recommended for survey control.
 EB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1619.See file dsdata.txt to determine how the superseded data were derived.
 EB1619
 EB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4512947564(NAD 83)
 EB1619_MARKER: DE = TRAVERSE STATION DISK
 EB1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1619_SP_SET: CONCRETE POST
 EB1619_STAMPING: 16 LB 8 1975
 EB1619_MARK LOGO: NCDOT 
 EB1619_PROJECTION: FLUSH
 EB1619_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1619+STABILITY: SURFACE MOTION
 EB1619
 EB1619  HISTORY     - Date     Condition        Report By
 EB1619  HISTORY     - 1975     MONUMENTED       NCDOT
 EB1619  HISTORY     - 1977     GOOD             NCGS
 EB1619  HISTORY     - 1978     GOOD             NCGS
 EB1619
 EB1619                          STATION DESCRIPTION
 EB1619
 EB1619'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB1619'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES WEST-NORTHWEST OF
 EB1619'MAXTON AND 2.9 MILES EAST-SOUTHEAST OF LAURINBURG.
 EB1619'
 EB1619'THE STATION IS LOCATED ON EAST SIDE OF LAURINBURG BETWEEN THE WEST
 EB1619'BOUND LANES OF US 74 BUSINESS AND BYPASS AT THE US 74 BUSINESS EXIT
 EB1619'SIGN.
 EB1619'
 EB1619'STATION MARK IS A STANDARD DISK STAMPED---16.LB.8 1975---SET IN TOP
 EB1619'OF CONCRETE, WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK IS 30.7
 EB1619'FEET NORTH-NORTHEAST OF CENTERLINE OF US 74 BYPASS WEST BOUND LANES,
 EB1619'22.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF WEST BOUND BUSINESS LANE,
 EB1619'37.1 FEET EAST OF SIGN POST WITH REFERENCE TAG, 7.6 FEET SOUTHEAST OF
 EB1619'NORTH LEG OF EXIT SING, 7.5 FEET EAST-SOUTHEAST OF SOUTH LEG OF EXIT
 EB1619'SIGN AND 45.5 FEET EAST OF EAST END OF A GUARD RAIL.
 EB1619
 EB1619                          STATION RECOVERY (1978)
 EB1619
 EB1619'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1619'3.0 MI ESE FROM LAURINBURG.
 EB1619'LOCATED ON EAST SIDE OF LAURINBURG ALONG U.S. 74 BETWEEN THE
 EB1619'WESTBOUND LANES OF U.S. 74 BUSINESS AND BYPASS, 30.7 FEET NORTH
 EB1619'OF CENTERLINE OF U.S. 74 BYPASS WESTBOUND LANES, 22.1 FEET SOUTH
 EB1619'OF CENTERLINE OF U.S. 74 BUSINESS WESTBOUND LANE, 37.1 FEET EAST
 EB1619'OF SIGN POST WITH REFERENCE TAG, 7.6 FEET SOUTHEAST OF NORTH LEG
 EB1619'OF EXIT SIGN, 7.5 FEET EAST OF SOUTH LEG OF EXIT SIGN AND 45.5
 EB1619'FEET EAST OF EAST END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2020 ***********************************************************************
 EY2020  DESIGNATION -  16 MEA
 EY2020  PID         -  EY2020
 EY2020  STATE/COUNTY-  NC/PITT
 EY2020  USGS QUAD   -  WILMAR (1983)
 EY2020
 EY2020                         *CURRENT SURVEY CONTROL
 EY2020  ___________________________________________________________________
 EY2020* NAD 83(1986)-  35 25 45.     (N)    077 11 22.     (W)     SCALED    
 EY2020* NAVD 88     -        11.450  (meters)      37.57   (feet)  ADJUSTED  
 EY2020  ___________________________________________________________________
 EY2020  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 EY2020  DYNAMIC HT  -          11.439 (meters)      37.53  (feet)  COMP
 EY2020  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 EY2020
 EY2020  VERT ORDER  -  SECOND    CLASS II
 EY2020
 EY2020.The horizontal coordinates were scaled from a topographic map and have
 EY2020.an estimated accuracy of +/- 6 seconds.
 EY2020
 EY2020.The orthometric height was determined by differential leveling
 EY2020.and adjusted in June 1991.
 EY2020
 EY2020.The geoid height was determined by GEOID03.
 EY2020
 EY2020.The dynamic height is computed by dividing the NAVD 88
 EY2020.geopotential number by the normal gravity value computed on the
 EY2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2020.degrees latitude (g = 980.6199 gals.).
 EY2020
 EY2020.The modeled gravity was interpolated from observed gravity values.
 EY2020
 EY2020;                    North         East    Units  Estimated Accuracy
 EY2020;SPC NC       -   187,770.      773,990.      MT  (+/- 180 meters Scaled)
 EY2020
 EY2020                          SUPERSEDED SURVEY CONTROL
 EY2020
 EY2020.No superseded survey control is available for this station.
 EY2020
 EY2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE012228(NAD 83)
 EY2020_MARKER: DB = BENCH MARK DISK
 EY2020_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EY2020_SP_SET: IN BRIDGE
 EY2020_STAMPING: 16 MEA 1978
 EY2020_MARK LOGO: USGS  
 EY2020_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2020+STABILITY: SURFACE MOTION
 EY2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2020+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2001
 EY2020
 EY2020  HISTORY     - Date     Condition        Report By
 EY2020  HISTORY     - 1978     MONUMENTED       USGS
 EY2020  HISTORY     - 1983     GOOD             NCGS
 EY2020  HISTORY     - 1986     GOOD             USPSQD
 EY2020  HISTORY     - 1989     GOOD             USPSQD
 EY2020  HISTORY     - 1989     GOOD             USPSQD
 EY2020  HISTORY     - 19890729 GOOD             USPSQD
 EY2020  HISTORY     - 20010607 SEE DESCRIPTION  NCGS
 EY2020
 EY2020                          STATION DESCRIPTION
 EY2020
 EY2020'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2020'7.6 MI SW FROM CHOCOWINITY.
 EY2020'STATION IS LOCATED 3.8 MILES WESTERLY ALONG NC 102 FROM INTERSECTION
 EY2020'WITH US 17, IN A SMALL HIGHWAY BRIDGE AT THE COUNTY LINE, 13.0 FEET
 EY2020'NORTH OF THE CENTERLINE OF NC 102, AND 1.3 FEET EAST OF THE WEST END
 EY2020'OF NORTH WHEEL GUARD.
 EY2020'THE MARK IS 0.8 FT ABOVE CENTERLINE OF HIGHWAY.
 EY2020
 EY2020                          STATION RECOVERY (1986)
 EY2020
 EY2020'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY2020'RECOVERED IN GOOD CONDITION.
 EY2020
 EY2020                          STATION RECOVERY (1989)
 EY2020
 EY2020'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2020'RECOVERED IN GOOD CONDITION.
 EY2020
 EY2020                          STATION RECOVERY (1989)
 EY2020
 EY2020'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2020'RECOVERED IN GOOD CONDITION.
 EY2020
 EY2020                          STATION RECOVERY (1989)
 EY2020
 EY2020'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY2020'RECOVERED IN GOOD CONDITION.
 EY2020
 EY2020                          STATION RECOVERY (2001)
 EY2020
 EY2020'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2020'MARK HAS BEEN DESTROYED. BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8057 ***********************************************************************
 AF8057  DESIGNATION -  16 MEA
 AF8057  PID         -  AF8057
 AF8057  STATE/COUNTY-  NC/NASH
 AF8057  USGS QUAD   -  MIDDLESEX (1978)
 AF8057
 AF8057                         *CURRENT SURVEY CONTROL
 AF8057  ___________________________________________________________________
 AF8057* NAD 83(2001)-  35 51 24.27156(N)    078 09 33.01967(W)     ADJUSTED  
 AF8057* NAVD 88     -        64.25   (+/-2cm)     210.8    (feet)  VERTCON   
 AF8057  ___________________________________________________________________
 AF8057  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AF8057  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AF8057  HORZ ORDER  -  THIRD
 AF8057  VERT ORDER  -  THIRD (See Below)
 AF8057
 AF8057.The horizontal coordinates were established by classical geodetic methods
 AF8057.and adjusted by the National Geodetic Survey in August 2005.
 AF8057
 AF8057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8057.The vertical order pertains to the NGVD 29 superseded value.
 AF8057
 AF8057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8057
 AF8057.The geoid height was determined by GEOID03.
 AF8057
 AF8057;                    North         East     Units Scale Factor Converg.
 AF8057;SPC NC       -   234,027.688   685,543.879   MT  0.99992823   +0 29 07.1
 AF8057;SPC NC       -   767,805.84  2,249,155.21   sFT  0.99992823   +0 29 07.1
 AF8057;UTM  17      - 3,971,786.277   756,532.588   MT  1.00041099   +1 39 53.8
 AF8057
 AF8057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8057!SPC NC       -   0.99999529  x   0.99992823  =   0.99992352
 AF8057!UTM  17      -   0.99999529  x   1.00041099  =   1.00040628
 AF8057
 AF8057                          SUPERSEDED SURVEY CONTROL
 AF8057
 AF8057  NAD 83(1986)-  35 51 24.27848(N)    078 09 33.03086(W) AD(       ) 4
 AF8057  NGVD 29 (06/05/98)   64.56   (m)          211.8    (f) LEVELING    3  
 AF8057
 AF8057.Superseded values are not recommended for survey control.
 AF8057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8057.See file dsdata.txt to determine how the superseded data were derived.
 AF8057
 AF8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5653371786(NAD 83)
 AF8057_MARKER: DD = SURVEY DISK
 AF8057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8057_SP_SET: WINGWALL OF BRIDGE
 AF8057_STAMPING: 16 MEA 1975 212
 AF8057_MARK LOGO: USGS  
 AF8057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8057+STABILITY: SURFACE MOTION
 AF8057
 AF8057  HISTORY     - Date     Condition        Report By
 AF8057  HISTORY     - 1975     MONUMENTED       USGS
 AF8057  HISTORY     - 19840101 GOOD             NCGS
 AF8057  HISTORY     - 20050417 MARK NOT FOUND   USPSQD
 AF8057
 AF8057                          STATION DESCRIPTION
 AF8057
 AF8057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AF8057'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST OF SAMARIA  ALONG NC 97
 AF8057'FOR 1.1 MI (1.8 KM) EAST FROM THE JUNCTION WITH NC 231, IN A BRIDGE
 AF8057'OVER A CREEK. MARK IS SET IN THE NORTHEAST WINGWALL OF THE EAST END OF
 AF8057'THE BRIDGE AND LEVEL WITH THE ROAD.  LOCATED 13 FT (4.0 M) NORTH OF
 AF8057'THE EAST END OF THE BRIDGE.
 AF8057
 AF8057                          STATION RECOVERY (2005)
 AF8057
 AF8057'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8057'IT WOULD APPEAR THIS BRIDGE MAY HAVE BEEN REBUILT. I SEARCHED ALL FOUR
 AF8057'CORNERS AND COULD NOT FIND A MARK ON ANY WINGWALL. THIS MARK MAY BE
 AF8057'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5174 ***********************************************************************
 AH5174  DESIGNATION -  16 MEA
 AH5174  PID         -  AH5174
 AH5174  STATE/COUNTY-  NC/SAMPSON
 AH5174  USGS QUAD   -  TIMOTHY (1986)
 AH5174
 AH5174                         *CURRENT SURVEY CONTROL
 AH5174  ___________________________________________________________________
 AH5174* NAD 83(1986)-  35 14 01.     (N)    078 22 32.     (W)     SCALED    
 AH5174* NAVD 88     -        44.858  (meters)     147.17   (feet)  ADJUSTED  
 AH5174  ___________________________________________________________________
 AH5174  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AH5174  DYNAMIC HT  -          44.818 (meters)     147.04  (feet)  COMP
 AH5174  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 AH5174
 AH5174  VERT ORDER  -  SECOND    CLASS II
 AH5174
 AH5174.The horizontal coordinates were scaled from a topographic map and have
 AH5174.an estimated accuracy of +/- 6 seconds.
 AH5174
 AH5174.The orthometric height was determined by differential leveling
 AH5174.and adjusted in March 2000.
 AH5174
 AH5174.The geoid height was determined by GEOID03.
 AH5174
 AH5174.The dynamic height is computed by dividing the NAVD 88
 AH5174.geopotential number by the normal gravity value computed on the
 AH5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5174.degrees latitude (g = 980.6199 gals.).
 AH5174
 AH5174.The modeled gravity was interpolated from observed gravity values.
 AH5174
 AH5174;                    North         East    Units  Estimated Accuracy
 AH5174;SPC NC       -   164,760.      666,440.      MT  (+/- 180 meters Scaled)
 AH5174
 AH5174                          SUPERSEDED SURVEY CONTROL
 AH5174
 AH5174.No superseded survey control is available for this station.
 AH5174
 AH5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV388021(NAD 83)
 AH5174_MARKER: DB = BENCH MARK DISK
 AH5174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5174_SP_SET: CONCRETE HEADWALL
 AH5174_STAMPING: 16 MEA 1980 148
 AH5174_MARK LOGO: USGS  
 AH5174_PROJECTION: FLUSH
 AH5174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5174+STABILITY: SURFACE MOTION
 AH5174
 AH5174  HISTORY     - Date     Condition        Report By
 AH5174  HISTORY     - 1980     MONUMENTED       USGS
 AH5174  HISTORY     - 19861111 GOOD             NCGS
 AH5174
 AH5174                          STATION DESCRIPTION
 AH5174
 AH5174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5174'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST-SOUTHWEST OF NEWTON
 AH5174'GROVE. ALONG US 13 FOR 1.5 MI (2.4 KM) WEST-SOUTHWEST FROM THE TRAFFIC
 AH5174'CIRCLE IN NEWTON GROVE TO A CREEK CROSSING, IN THE NORTH HEADWALL.
 AH5174'MARK IS 1-FOOT LOWER THAN THE HIGHWAY.  LOCATED 17.0 FT (5.2 M)
 AH5174'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FT (0.6 M)
 AH5174'WEST-SOUTHWEST OF THE EAST END OF THE HEADWALL, AND 30.3 FT (9.2 M)
 AH5174'SOUTH OF A 30-INCH POPLAR WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0817 ***********************************************************************
 EB0817  DESIGNATION -  16 REW
 EB0817  PID         -  EB0817
 EB0817  STATE/COUNTY-  NC/BLADEN
 EB0817  USGS QUAD   -  DUBLIN (1987)
 EB0817
 EB0817                         *CURRENT SURVEY CONTROL
 EB0817  ___________________________________________________________________
 EB0817* NAD 83(2001)-  34 41 33.78113(N)    078 44 26.58320(W)     ADJUSTED  
 EB0817* NAVD 88     -        48.996  (meters)     160.75   (feet)  ADJUSTED  
 EB0817  ___________________________________________________________________
 EB0817  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EB0817  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EB0817  DYNAMIC HT  -          48.949 (meters)     160.59  (feet)  COMP
 EB0817  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 EB0817
 EB0817  HORZ ORDER  -  SECOND
 EB0817  VERT ORDER  -  SECOND    CLASS II
 EB0817
 EB0817.The horizontal coordinates were established by classical geodetic methods
 EB0817.and adjusted by the National Geodetic Survey in August 2005.
 EB0817
 EB0817.The orthometric height was determined by differential leveling
 EB0817.and adjusted in June 1991.
 EB0817
 EB0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0817
 EB0817.The geoid height was determined by GEOID03.
 EB0817
 EB0817.The dynamic height is computed by dividing the NAVD 88
 EB0817.geopotential number by the normal gravity value computed on the
 EB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0817.degrees latitude (g = 980.6199 gals.).
 EB0817
 EB0817.The modeled gravity was interpolated from observed gravity values.
 EB0817
 EB0817;                    North         East     Units Scale Factor Converg.
 EB0817;SPC NC       -   104,607.824   633,356.853   MT  0.99991987   +0 08 58.7
 EB0817;SPC NC       -   343,200.84  2,077,938.28   sFT  0.99991987   +0 08 58.7
 EB0817;UTM  17      - 3,841,290.482   706,950.041   MT  1.00012790   +1 17 11.0
 EB0817
 EB0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0817!SPC NC       -   0.99999772  x   0.99991987  =   0.99991759
 EB0817!UTM  17      -   0.99999772  x   1.00012790  =   1.00012562
 EB0817
 EB0817|---------------------------------------------------------------------|
 EB0817| PID    Reference Object                     Distance      Geod. Az  |
 EB0817|                                                           dddmmss.s |
 EB0817| EB0816 ROAD                                 57.701 METERS 02717     |
 EB0817| EB0818 BRYAN                               APPROX. 0.8 KM 1831859.8 |
 EB0817|---------------------------------------------------------------------|
 EB0817
 EB0817                          SUPERSEDED SURVEY CONTROL
 EB0817
 EB0817  NAD 83(1986)-  34 41 33.79093(N)    078 44 26.59292(W) AD(       ) 2
 EB0817  NAD 27      -  34 41 33.18098(N)    078 44 27.52169(W) AD(       ) 2
 EB0817  NGVD 29 (??/??/92)   49.289  (m)          161.71   (f) ADJ UNCH    2 2
 EB0817
 EB0817.Superseded values are not recommended for survey control.
 EB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0817.See file dsdata.txt to determine how the superseded data were derived.
 EB0817
 EB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0695041290(NAD 83)
 EB0817_MARKER: DD = SURVEY DISK
 EB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0817_STAMPING: 16 REW 1951 162
 EB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0817+STABILITY: SURFACE MOTION
 EB0817
 EB0817  HISTORY     - Date     Condition        Report By
 EB0817  HISTORY     - 1973     MONUMENTED       USGS
 EB0817  HISTORY     - 1974     GOOD             NCGS
 EB0817  HISTORY     - 1985     GOOD             USPSQD
 EB0817  HISTORY     - 20010512 MARK NOT FOUND   USPSQD
 EB0817  HISTORY     - 20050331 MARK NOT FOUND   GEOCAC
 EB0817
 EB0817                          STATION DESCRIPTION
 EB0817
 EB0817'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 EB0817'16 REW 1951 162 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB0817'VICINITY OF DUBLIN, NORTH CAROLINA.
 EB0817'
 EB0817'16 REW 1951 162 IS LOCATED APPROXIMATELY 2.7 MILES NNW OF DUBLIN, AND
 EB0817'3.9 MILES SE OF TAR HEEL.  TO REACH STATION FROM THE INTERSECTION OF
 EB0817'NC 87 AND NC 410 IN DUBLIN.  PROCEED NNW ALONG NC 87 FOR 2.7 MILES
 EB0817'TO INTERSECTION WITH SR 1340 (LEADING NE), AND STATION
 EB0817'APPROXIMATELY 110 FEET SSW OF INTERSECTION, AND ON SOUTH SIDE OF A
 EB0817'DRIVEWAY (SW).
 EB0817'
 EB0817'STATION MARK IS A STANDARD USGS BM DISK SET IN THE TOP OF A CONCRETE
 EB0817'CYLINDER, STAMPED 16 REW 1951 162, AND IS FLUSH WITH THE SURFACE OF
 EB0817'THE GROUND.
 EB0817'
 EB0817'MARK IS
 EB0817'
 EB0817'47.8 FEET W OF C/L OF NC 87.
 EB0817'10.0 FEET SSE OF C/L OF DRIVEWAY.
 EB0817'2.8 FEET ENE OF A TELEPHONE SERVICE BOX.
 EB0817'2.4 FEET E OF R/W MARKER.
 EB0817'190 FEET SW OF NCGS ROAD 1973.
 EB0817
 EB0817                          STATION RECOVERY (1974)
 EB0817
 EB0817'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0817'2.7 MI NNW FROM DUBLIN.
 EB0817'16 REW 1951 162 IS LOCATED APPROXIMATELY 9.0 MILES WNW OF
 EB0817'ELIZABETHTOWN.  TO REACH STATION FROM THE INTERSECTION OF NC 87
 EB0817'AND NC 410 IN DUBLIN, PROCEED NNW ALONG NC 87 FOR 2.7 MILES TO
 EB0817'INTERSECTION WITH SR 1340 (LEADING NE), AND STATION APPROXIMATELY
 EB0817'110 FT SSW OF INTERSECTION, AND ON SOUTH SIDE OF A DRIVEWAY (SW),
 EB0817'47.8 FT WEST OF C/L OF NC 87, 10.0 FT SSE OF C/L OF DRIVEWAY,
 EB0817'2.8 FT ENE OF TELEPHONE SERVICE BOX, 2.4 FT EAST OF R/W MARKER,
 EB0817'AND 190 FT SW OF NCGS ROAD 1973.  DISK IS SET IN TOP OF CONCRETE
 EB0817'CYLINDER FLUSH WITH THE GROUND.
 EB0817
 EB0817                          STATION RECOVERY (1985)
 EB0817
 EB0817'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAM)
 EB0817'RECOVERED IN GOOD CONDITION.
 EB0817
 EB0817                          STATION RECOVERY (2001)
 EB0817
 EB0817'RECOVERY NOTE BY US POWER SQUADRON 2001 (NWC)
 EB0817'REFERENCE MARK IS THERE.
 EB0817'CONCRETE WHICH COULD HAVE BEEN PART OF THE MARKER IS LYING ON THE
 EB0817'SURFACE
 EB0817
 EB0817                          STATION RECOVERY (2005)
 EB0817
 EB0817'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0817'STATION 16 REW NOT FOUND. THE R/W MARKER AND CL DISTANCES FROM NC-87
 EB0817'AND DRIVEWAY TO HOME ARE THE ONLY REMAINING REFERENCES. FROM THOSE,
 EB0817'MEASUREMENTS WERE MADE AND THE LOCATION WAS PROBED TO A DEPTH OF 6
 EB0817'INCHES WITH NEGATIVE RESULTS. FOR FUTURE REFERENCE, THE STATIONS
 EB0817'DESCRIBED LOCATION NOW LIES WITHIN THE CONSTRUCTION ZONE OF A CURRENT
 EB0817'NC-87 WIDENING PROJECT OF FROM (2 TO 4) LANES WITH MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0856 ***********************************************************************
 EA0856  DESIGNATION -  160 HLZ
 EA0856  PID         -  EA0856
 EA0856  STATE/COUNTY-  NC/PENDER
 EA0856  USGS QUAD   -  ROCKY POINT (1988)
 EA0856
 EA0856                         *CURRENT SURVEY CONTROL
 EA0856  ___________________________________________________________________
 EA0856* NAD 83(1986)-  34 23 25.     (N)    077 53 35.     (W)     SCALED    
 EA0856* NAVD 88     -         7.793  (meters)      25.57   (feet)  ADJUSTED  
 EA0856  ___________________________________________________________________
 EA0856  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EA0856  DYNAMIC HT  -           7.786 (meters)      25.54  (feet)  COMP
 EA0856  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EA0856
 EA0856  VERT ORDER  -  SECOND    CLASS II
 EA0856
 EA0856.The horizontal coordinates were scaled from a topographic map and have
 EA0856.an estimated accuracy of +/- 6 seconds.
 EA0856
 EA0856.The orthometric height was determined by differential leveling
 EA0856.and adjusted in June 1991.
 EA0856
 EA0856.The geoid height was determined by GEOID03.
 EA0856
 EA0856.The dynamic height is computed by dividing the NAVD 88
 EA0856.geopotential number by the normal gravity value computed on the
 EA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0856.degrees latitude (g = 980.6199 gals.).
 EA0856
 EA0856.The modeled gravity was interpolated from observed gravity values.
 EA0856
 EA0856;                    North         East    Units  Estimated Accuracy
 EA0856;SPC NC       -    71,600.      711,390.      MT  (+/- 180 meters Scaled)
 EA0856
 EA0856                          SUPERSEDED SURVEY CONTROL
 EA0856
 EA0856  NGVD 29 (??/??/92)    8.087  (m)           26.53   (f) ADJ UNCH    2 2
 EA0856
 EA0856.Superseded values are not recommended for survey control.
 EA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0856.See file dsdata.txt to determine how the superseded data were derived.
 EA0856
 EA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD340092(NAD 83)
 EA0856_MARKER: DD = SURVEY DISK
 EA0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0856_SP_SET: ISLAND
 EA0856_STAMPING: 160 HLZ 1969
 EA0856
 EA0856  HISTORY     - Date     Condition        Report By
 EA0856  HISTORY     - UNK      MONUMENTED
 EA0856  HISTORY     - 1975     GOOD             NCGS
 EA0856
 EA0856                          STATION DESCRIPTION
 EA0856
 EA0856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0856'2.4 MI N FROM CASTLE HAYNE.
 EA0856'STATION IS LOCATED AT THE INTERSECTION OF US 117 AND NC 133 (W), IN
 EA0856'THE NORTHWEST QUADRANT IN THE SOUTH END OF THE GAS PUMP ISLAND OF
 EA0856'PAULS PLACE RESTAURANT AND SERVICE STATION, AND 1.75 MILES NORTH OF
 EA0856'NORTHEAST CAPE FEAR RIVER BRIDGE.  DISK IS SET FLUSH IN DRILL HOLE IN
 EA0856'CONCRETE ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1666 ***********************************************************************
 FB1666  DESIGNATION -  1608
 FB1666  PID         -  FB1666
 FB1666  STATE/COUNTY-  NC/SWAIN
 FB1666  USGS QUAD   -  TAPOCO (1978)
 FB1666
 FB1666                         *CURRENT SURVEY CONTROL
 FB1666  ___________________________________________________________________
 FB1666* NAD 83(1986)-  35 28 06.     (N)    083 53 52.     (W)     SCALED    
 FB1666* NAVD 88     -       490.24   (+/-2cm)    1608.4    (feet)  VERTCON   
 FB1666  ___________________________________________________________________
 FB1666  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FB1666  VERT ORDER  -  ? (See Below)
 FB1666
 FB1666.The horizontal coordinates were scaled from a topographic map and have
 FB1666.an estimated accuracy of +/- 6 seconds.
 FB1666
 FB1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1666.The vertical order pertains to the NGVD 29 superseded value.
 FB1666
 FB1666.The geoid height was determined by GEOID03.
 FB1666
 FB1666;                    North         East    Units  Estimated Accuracy
 FB1666;SPC NC       -   201,580.      165,290.      MT  (+/- 180 meters Scaled)
 FB1666
 FB1666                          SUPERSEDED SURVEY CONTROL
 FB1666
 FB1666  NGVD 29 (??/??/92)  490.334  (m)         1608.70   (f) ADJ UNCH    ?  
 FB1666
 FB1666.Superseded values are not recommended for survey control.
 FB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1666.See file dsdata.txt to determine how the superseded data were derived.
 FB1666
 FB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV370288(NAD 83)
 FB1666_MARKER: Z = SEE DESCRIPTION
 FB1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1666_SP_SET: CULVERT
 FB1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1666
 FB1666  HISTORY     - Date     Condition        Report By
 FB1666  HISTORY     - UNK      MONUMENTED       USGS
 FB1666  HISTORY     - 1934     GOOD             NGS
 FB1666
 FB1666                          STATION DESCRIPTION
 FB1666
 FB1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1666'8.7 MI W FROM FONTANA.
 FB1666'8.7 MILES WEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY 288,
 FB1666'2.3 MILES EAST OF THE NORTH CAROLINA-TENNESSEE STATE LINE, AT
 FB1666'A 24-INCH CORRUGATED IRON PIPE CULVERT OVER A SMALL STREAM,
 FB1666'AND ON THE WEST END OF THE NORTH MASONRY HEADWALL.  A PAINTED
 FB1666'SQUARE, SURROUNDED BY THE PAINTED LETTERS U.S.G.S. 1608.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9481 ***********************************************************************
 DE9481  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9481  DESIGNATION -  160E 200
 DE9481  PID         -  DE9481
 DE9481  STATE/COUNTY-  NC/GUILFORD
 DE9481  USGS QUAD   -  GUILFORD (1994)
 DE9481
 DE9481                         *CURRENT SURVEY CONTROL
 DE9481  ___________________________________________________________________
 DE9481* NAD 83(2007)-  36 02 30.56499(N)    079 53 26.72241(W)     ADJUSTED  
 DE9481* NAVD 88     -       268.01   (meters)     879.3    (feet)  GPS OBS   
 DE9481  ___________________________________________________________________
 DE9481  EPOCH DATE  -        2002.00
 DE9481  X           -     906,319.412 (meters)                     COMP
 DE9481  Y           -  -5,083,297.841 (meters)                     COMP
 DE9481  Z           -   3,732,084.497 (meters)                     COMP
 DE9481  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 DE9481  ELLIP HEIGHT-         236.913 (meters)          (02/10/07) ADJUSTED
 DE9481  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DE9481
 DE9481  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9481  Type    PID    Designation                      North   East  Ellip
 DE9481  -------------------------------------------------------------------
 DE9481  NETWORK DE9481 160E 200                          2.78   2.06   4.14
 DE9481  -------------------------------------------------------------------
 DE9481
 DE9481.The horizontal coordinates were established by GPS observations
 DE9481.and adjusted by the National Geodetic Survey in February 2007.
 DE9481
 DE9481.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9481.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9481.The horizontal coordinates are valid at the epoch date displayed above.
 DE9481.The epoch date for horizontal control is a decimal equivalence
 DE9481.of Year/Month/Day.
 DE9481
 DE9481.The orthometric height was determined by GPS observations and a
 DE9481.high-resolution geoid model.
 DE9481.The orthometric height was determined by GPS observations and a
 DE9481.high-resolution geoid model using precise GPS observation and
 DE9481.processing techniques.
 DE9481
 DE9481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9481
 DE9481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9481
 DE9481.The ellipsoidal height was determined by GPS observations
 DE9481.and is referenced to NAD 83.
 DE9481
 DE9481.The geoid height was determined by GEOID03.
 DE9481
 DE9481;                    North         East     Units Scale Factor Converg.
 DE9481;SPC NC       -   254,601.388   529,333.464   MT  0.99996755   -0 30 50.8
 DE9481;SPC NC       -   835,304.72  1,736,654.87   sFT  0.99996755   -0 30 50.8
 DE9481;UTM  17      - 3,989,156.466   599,922.628   MT  0.99972303   +0 39 09.7
 DE9481
 DE9481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9481!SPC NC       -   0.99996282  x   0.99996755  =   0.99993037
 DE9481!UTM  17      -   0.99996282  x   0.99972303  =   0.99968586
 DE9481
 DE9481:                Primary Azimuth Mark                     Grid Az
 DE9481:SPC NC       -  161E 200                                 004 12 58.2
 DE9481:UTM  17      -  161E 200                                 003 02 57.7
 DE9481
 DE9481|---------------------------------------------------------------------|
 DE9481| PID    Reference Object                     Distance      Geod. Az  |
 DE9481|                                                           dddmmss.s |
 DE9481| DE9482 161E 200                            APPROX. 0.6 KM 0034207.4 |
 DE9481|---------------------------------------------------------------------|
 DE9481
 DE9481                          SUPERSEDED SURVEY CONTROL
 DE9481
 DE9481  NAD 83(2001)-  36 02 30.56522(N)    079 53 26.72223(W) AD(       ) 1
 DE9481  ELLIP H (03/13/03)  236.918  (m)                       GP(       ) 4 2
 DE9481  NAD 83(1986)-  36 02 30.57151(N)    079 53 26.73037(W) AD(       ) 1
 DE9481
 DE9481.Superseded values are not recommended for survey control.
 DE9481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9481.See file dsdata.txt to determine how the superseded data were derived.
 DE9481
 DE9481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9992389156(NAD 83)
 DE9481_MARKER: DD = SURVEY DISK
 DE9481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9481_STAMPING: 160E200 1999
 DE9481_MARK LOGO: NC1940
 DE9481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9481+STABILITY: SURFACE MOTION
 DE9481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9481+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9481
 DE9481  HISTORY     - Date     Condition        Report By
 DE9481  HISTORY     - 1999     MONUMENTED       NC1940
 DE9481
 DE9481                          STATION DESCRIPTION
 DE9481
 DE9481'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9481'STATION IS ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9481'GREENSBORO GOVERNMENT PLAZA, AND 1.8 MI (2.9 KM) NORTH OF THE
 DE9481'SEDGEFIELD COMMUNITY.
 DE9481'ALONG STANLEY ROAD, ABOUT 1.2 MI (1.9 KM) SOUTH OF WENDOVER AVENUE OR
 DE9481'0.4 MI (0.6 KM) NORTH OF HILLTOP ROAD, AND ABOUT 175-FEET NORTHWEST OF
 DE9481'INTERSECTION WITH HUNTMASTER TRAIL, AND ACROSS FROM CHRIST FELLOWSHIP
 DE9481'CHURCH.
 DE9481'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 2-INCHES
 DE9481'BELOW THE GROUND. LOCATED 35.0 FT (10.7 M) WEST OF THE CENTERLINE OF
 DE9481'STANLEY ROAD OR 24.4 FT (7.4 M) WEST OF EDGE OF PAVEMENT, 50.0 FT
 DE9481'(15.2 M) SOUTH OF SEWER MANHOLE, 58.0 FT (17.7 M) NORTHWEST OF MAILBOX
 DE9481'(2319), AND 18.7 FT (5.7 M) SOUTHWEST OF SPEED LIMIT--40 MPH--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9226 ***********************************************************************
 DE9226  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9226  DESIGNATION -  160W 200
 DE9226  PID         -  DE9226
 DE9226  STATE/COUNTY-  NC/GUILFORD
 DE9226  USGS QUAD   -  GUILFORD (1994)
 DE9226
 DE9226                         *CURRENT SURVEY CONTROL
 DE9226  ___________________________________________________________________
 DE9226* NAD 83(2007)-  36 02 21.00344(N)    079 53 52.25528(W)     ADJUSTED  
 DE9226* NAVD 88     -       261.23   (meters)     857.1    (feet)  GPS OBS   
 DE9226  ___________________________________________________________________
 DE9226  EPOCH DATE  -        2002.00
 DE9226  X           -     905,719.610 (meters)                     COMP
 DE9226  Y           -  -5,083,575.286 (meters)                     COMP
 DE9226  Z           -   3,731,842.183 (meters)                     COMP
 DE9226  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 DE9226  ELLIP HEIGHT-         230.108 (meters)          (02/10/07) ADJUSTED
 DE9226  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DE9226
 DE9226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9226  Type    PID    Designation                      North   East  Ellip
 DE9226  -------------------------------------------------------------------
 DE9226  NETWORK DE9226 160W 200                          2.16   1.63   2.88
 DE9226  -------------------------------------------------------------------
 DE9226
 DE9226.The horizontal coordinates were established by GPS observations
 DE9226.and adjusted by the National Geodetic Survey in February 2007.
 DE9226
 DE9226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9226.The horizontal coordinates are valid at the epoch date displayed above.
 DE9226.The epoch date for horizontal control is a decimal equivalence
 DE9226.of Year/Month/Day.
 DE9226
 DE9226.The orthometric height was determined by GPS observations and a
 DE9226.high-resolution geoid model.
 DE9226.The orthometric height was determined by GPS observations and a
 DE9226.high-resolution geoid model using precise GPS observation and
 DE9226.processing techniques.
 DE9226
 DE9226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9226
 DE9226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9226
 DE9226.The ellipsoidal height was determined by GPS observations
 DE9226.and is referenced to NAD 83.
 DE9226
 DE9226.The geoid height was determined by GEOID03.
 DE9226
 DE9226;                    North         East     Units Scale Factor Converg.
 DE9226;SPC NC       -   254,312.460   528,691.701   MT  0.99996691   -0 31 05.6
 DE9226;SPC NC       -   834,356.80  1,734,549.36   sFT  0.99996691   -0 31 05.6
 DE9226;UTM  17      - 3,988,854.604   599,287.036   MT  0.99972147   +0 38 54.6
 DE9226
 DE9226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9226!SPC NC       -   0.99996389  x   0.99996691  =   0.99993080
 DE9226!UTM  17      -   0.99996389  x   0.99972147  =   0.99968537
 DE9226
 DE9226                          SUPERSEDED SURVEY CONTROL
 DE9226
 DE9226  NAD 83(2001)-  36 02 21.00367(N)    079 53 52.25511(W) AD(       ) 1
 DE9226  ELLIP H (03/13/03)  230.114  (m)                       GP(       ) 4 2
 DE9226  NAD 83(1986)-  36 02 21.00988(N)    079 53 52.26342(W) AD(       ) 1
 DE9226
 DE9226.Superseded values are not recommended for survey control.
 DE9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9226.See file dsdata.txt to determine how the superseded data were derived.
 DE9226
 DE9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9928788855(NAD 83)
 DE9226_MARKER: DD = SURVEY DISK
 DE9226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9226_STAMPING: 160W.200 7/97
 DE9226_MARK LOGO: NC1940
 DE9226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9226+STABILITY: SURFACE MOTION
 DE9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9226+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9226
 DE9226  HISTORY     - Date     Condition        Report By
 DE9226  HISTORY     - 1997     MONUMENTED       NC1940
 DE9226
 DE9226                          STATION DESCRIPTION
 DE9226
 DE9226'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9226'STATION IS LOCATED IN GREENSBORO, ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF
 DE9226'THE DOWNTOWN GOVERNMENT COMPLEX AND 4.5  MI (7.2 KM) SOUTHEAST OF THE
 DE9226'PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG HILLTOP ROAD AT COMMUNITY
 DE9226'FELLOWSHIP CHURCH.
 DE9226'PROCEED ALONG HIGH POINT ROAD FOR 1.9 MI (3.1 KM) SOUTHWEST FROM THE
 DE9226'I-40 OVERPASS (EXIT 217), THENCE RIGHT/NORTHWEST ALONG HILLTOP ROAD
 DE9226'FOR 1.75 MI (2.82 KM) TO WOODLYN WAY WEST ON LEFT AND STATION ON
 DE9226'RIGHT, ABOUT 125-FEET NORTHWEST OF INTERSECTION, ON BANK IN FRONT OF
 DE9226'CHURCH.
 DE9226'MARK IS 4-FEET HIGHER THAN THE CENTERLINE OF THE ROAD AND RECESSED
 DE9226'1-INCH BELOW GROUND. LOCATED 53.5 FT (16.3 M) NORTH-NORTHEAST OF THE
 DE9226'CENTERLINE OF HILLTOP ROAD, 88.5 FT (27.0 M) WEST-NORTHWEST OF PAVED
 DE9226'DRIVE TO CHURCH, 18.5 FT (5.6 M) WEST-SOUTHWEST OF THE CENTER OF BRICK
 DE9226'CHURCH SIGN, AND 31.8 FT (9.7 M) NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9482 ***********************************************************************
 DE9482  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9482  DESIGNATION -  161E 200
 DE9482  PID         -  DE9482
 DE9482  STATE/COUNTY-  NC/GUILFORD
 DE9482  USGS QUAD   -  GUILFORD (1994)
 DE9482
 DE9482                         *CURRENT SURVEY CONTROL
 DE9482  ___________________________________________________________________
 DE9482* NAD 83(2007)-  36 02 50.06801(N)    079 53 25.16838(W)     ADJUSTED  
 DE9482* NAVD 88     -       268.27   (meters)     880.1    (feet)  GPS OBS   
 DE9482  ___________________________________________________________________
 DE9482  EPOCH DATE  -        2002.00
 DE9482  X           -     906,295.654 (meters)                     COMP
 DE9482  Y           -  -5,082,942.969 (meters)                     COMP
 DE9482  Z           -   3,732,570.700 (meters)                     COMP
 DE9482  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9482  ELLIP HEIGHT-         237.149 (meters)          (02/10/07) ADJUSTED
 DE9482  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DE9482
 DE9482  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9482  Type    PID    Designation                      North   East  Ellip
 DE9482  -------------------------------------------------------------------
 DE9482  NETWORK DE9482 161E 200                          2.96   2.27   4.63
 DE9482  -------------------------------------------------------------------
 DE9482
 DE9482.The horizontal coordinates were established by GPS observations
 DE9482.and adjusted by the National Geodetic Survey in February 2007.
 DE9482
 DE9482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9482.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9482.The horizontal coordinates are valid at the epoch date displayed above.
 DE9482.The epoch date for horizontal control is a decimal equivalence
 DE9482.of Year/Month/Day.
 DE9482
 DE9482.The orthometric height was determined by GPS observations and a
 DE9482.high-resolution geoid model.
 DE9482.The orthometric height was determined by GPS observations and a
 DE9482.high-resolution geoid model using precise GPS observation and
 DE9482.processing techniques.
 DE9482
 DE9482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9482
 DE9482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9482
 DE9482.The ellipsoidal height was determined by GPS observations
 DE9482.and is referenced to NAD 83.
 DE9482
 DE9482.The geoid height was determined by GEOID03.
 DE9482
 DE9482;                    North         East     Units Scale Factor Converg.
 DE9482;SPC NC       -   255,202.121   529,377.754   MT  0.99996886   -0 30 49.9
 DE9482;SPC NC       -   837,275.63  1,736,800.18   sFT  0.99996886   -0 30 49.9
 DE9482;UTM  17      - 3,989,757.829   599,954.666   MT  0.99972310   +0 39 11.0
 DE9482
 DE9482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9482!SPC NC       -   0.99996278  x   0.99996886  =   0.99993164
 DE9482!UTM  17      -   0.99996278  x   0.99972310  =   0.99968589
 DE9482
 DE9482:                Primary Azimuth Mark                     Grid Az
 DE9482:SPC NC       -  160E 200                                 184 12 58.2
 DE9482:UTM  17      -  160E 200                                 183 02 57.3
 DE9482
 DE9482|---------------------------------------------------------------------|
 DE9482| PID    Reference Object                     Distance      Geod. Az  |
 DE9482|                                                           dddmmss.s |
 DE9482| DE9481 160E 200                            APPROX. 0.6 KM 1834208.3 |
 DE9482|---------------------------------------------------------------------|
 DE9482
 DE9482                          SUPERSEDED SURVEY CONTROL
 DE9482
 DE9482  NAD 83(2001)-  36 02 50.06826(N)    079 53 25.16820(W) AD(       ) 1
 DE9482  ELLIP H (03/13/03)  237.155  (m)                       GP(       ) 4 2
 DE9482  NAD 83(1986)-  36 02 50.07448(N)    079 53 25.17648(W) AD(       ) 1
 DE9482
 DE9482.Superseded values are not recommended for survey control.
 DE9482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9482.See file dsdata.txt to determine how the superseded data were derived.
 DE9482
 DE9482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9995589758(NAD 83)
 DE9482_MARKER: DD = SURVEY DISK
 DE9482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9482_STAMPING: 161E200 1999
 DE9482_MARK LOGO: NC1940
 DE9482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9482+STABILITY: SURFACE MOTION
 DE9482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9482+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9482
 DE9482  HISTORY     - Date     Condition        Report By
 DE9482  HISTORY     - 1999     MONUMENTED       NC1940
 DE9482
 DE9482                          STATION DESCRIPTION
 DE9482
 DE9482'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9482'STATION IS ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9482'GREENSBORO GOVERNMENT PLAZA, AND 2.2 MI (3.5 KM) NORTH OF THE
 DE9482'SEDGEFIELD COMMUNITY.
 DE9482'ALONG STANLEY ROAD, ABOUT 0.8 MI (1.3 KM) SOUTH OF WENDOVER AVENUE OR
 DE9482'0.8 MI (1.3 KM) NORTH OF HILLTOP ROAD, AND IN THE NORTHEAST QUADRANT
 DE9482'OF INTERSECTION WITH LONITA STREET.
 DE9482'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9482'GROUND. LOCATED 26.3 FT (8.0 M) EAST OF THE CENTERLINE OF STANLEY
 DE9482'ROAD, 41.0 FT (12.5 M) NORTHWEST OF MEDIAN IN LONITA STREET, 20.2 FT
 DE9482'(6.2 M) SOUTHWEST OF POWER POLE (30K), AND 82.5 FT (25.1 M) NORTH OF
 DE9482'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9356 ***********************************************************************
 DE9356  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9356  DESIGNATION -  161W 200
 DE9356  PID         -  DE9356
 DE9356  STATE/COUNTY-  NC/GUILFORD
 DE9356  USGS QUAD   -  GUILFORD (1994)
 DE9356
 DE9356                         *CURRENT SURVEY CONTROL
 DE9356  ___________________________________________________________________
 DE9356* NAD 83(2007)-  36 03 22.88004(N)    079 53 31.42429(W)     ADJUSTED  
 DE9356* NAVD 88     -       266.46   (meters)     874.2    (feet)  GPS OBS   
 DE9356  ___________________________________________________________________
 DE9356  EPOCH DATE  -        2002.00
 DE9356  X           -     906,036.765 (meters)                     COMP
 DE9356  Y           -  -5,082,383.002 (meters)                     COMP
 DE9356  Z           -   3,733,387.290 (meters)                     COMP
 DE9356  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 DE9356  ELLIP HEIGHT-         235.292 (meters)          (02/10/07) ADJUSTED
 DE9356  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DE9356
 DE9356  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9356  Type    PID    Designation                      North   East  Ellip
 DE9356  -------------------------------------------------------------------
 DE9356  NETWORK DE9356 161W 200                          1.63   1.22   2.16
 DE9356  -------------------------------------------------------------------
 DE9356
 DE9356.The horizontal coordinates were established by GPS observations
 DE9356.and adjusted by the National Geodetic Survey in February 2007.
 DE9356
 DE9356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9356.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9356.The horizontal coordinates are valid at the epoch date displayed above.
 DE9356.The epoch date for horizontal control is a decimal equivalence
 DE9356.of Year/Month/Day.
 DE9356
 DE9356.The orthometric height was determined by GPS observations and a
 DE9356.high-resolution geoid model.
 DE9356.The orthometric height was determined by GPS observations and a
 DE9356.high-resolution geoid model using precise GPS observation and
 DE9356.processing techniques.
 DE9356
 DE9356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9356
 DE9356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9356
 DE9356.The ellipsoidal height was determined by GPS observations
 DE9356.and is referenced to NAD 83.
 DE9356
 DE9356.The geoid height was determined by GEOID03.
 DE9356
 DE9356;                    North         East     Units Scale Factor Converg.
 DE9356;SPC NC       -   256,214.795   529,230.264   MT  0.99997108   -0 30 53.5
 DE9356;SPC NC       -   840,598.04  1,736,316.29   sFT  0.99997108   -0 30 53.5
 DE9356;UTM  17      - 3,990,767.040   599,786.624   MT  0.99972269   +0 39 07.8
 DE9356
 DE9356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9356!SPC NC       -   0.99996307  x   0.99997108  =   0.99993415
 DE9356!UTM  17      -   0.99996307  x   0.99972269  =   0.99968577
 DE9356
 DE9356                          SUPERSEDED SURVEY CONTROL
 DE9356
 DE9356  NAD 83(2001)-  36 03 22.88031(N)    079 53 31.42409(W) AD(       ) 1
 DE9356  ELLIP H (03/13/03)  235.299  (m)                       GP(       ) 4 2
 DE9356  NAD 83(1986)-  36 03 22.88637(N)    079 53 31.43266(W) AD(       ) 1
 DE9356
 DE9356.Superseded values are not recommended for survey control.
 DE9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9356.See file dsdata.txt to determine how the superseded data were derived.
 DE9356
 DE9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9978790767(NAD 83)
 DE9356_MARKER: DD = SURVEY DISK
 DE9356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9356_SP_SET: IN WINGWALL OF BRIDGE
 DE9356_STAMPING: 161W.200 7/97
 DE9356_MARK LOGO: NC1940
 DE9356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9356+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9356
 DE9356  HISTORY     - Date     Condition        Report By
 DE9356  HISTORY     - 1997     MONUMENTED       NC1940
 DE9356
 DE9356                          STATION DESCRIPTION
 DE9356
 DE9356'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9356'STATION IS LOCATED IN GREENSBORO, ABOUT 5.7 MI (9.2 KM) WEST-SOUTHWEST
 DE9356'OF THE CITY-COUNTY DOWNTOWN COMPLEX, AND 3.9 MI (6.3 KM) SOUTHEAST OF
 DE9356'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE WENDOVER AVENUE-WEST
 DE9356'OVERPASS OF I-40.
 DE9356'AT THE WENDOVER AVENUE OVERPASS OF I-40 (EXIT 214), ON THE SOUTH SIDE
 DE9356'OF THE INTERSTATE, AND ON THE NORTHWEST SIDE OF WENDOVER AVENUE, SET
 DE9356'IN THE RIGHT ANGLE ALONG THE TOP OF THE BRIDGE WINGWALL.
 DE9356'MARK IS ABOUT LEVEL WITH BRIDGE AND SET IN DRILL HOLE IN THE WINGWALL.
 DE9356'LOCATED 59.8 FT (18.2 M) NORTHWEST OF THE CENTERLINE OF WENDOVER
 DE9356'AVENUE, 4.5 FT (1.4 M) WEST OF THE CORNER OF THE CONCRETE BRIDGE RAIL,
 DE9356'AND 13.5 FT (4.1 M) NORTH OF THE CENTER OF A DROP INLET (SOUTHWEST OF
 DE9356'BRIDGE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1012 ***********************************************************************
 EZ1012  DESIGNATION -  162 DRD
 EZ1012  PID         -  EZ1012
 EZ1012  STATE/COUNTY-  NC/WAKE
 EZ1012  USGS QUAD   -  LAKE WHEELER (1993)
 EZ1012
 EZ1012                         *CURRENT SURVEY CONTROL
 EZ1012  ___________________________________________________________________
 EZ1012* NAD 83(1986)-  35 41 16.     (N)    078 40 53.     (W)     SCALED    
 EZ1012* NAVD 88     -        79.400  (meters)     260.50   (feet)  ADJUSTED  
 EZ1012  ___________________________________________________________________
 EZ1012  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ1012  DYNAMIC HT  -          79.330 (meters)     260.27  (feet)  COMP
 EZ1012  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 EZ1012
 EZ1012  VERT ORDER  -  SECOND    CLASS 0
 EZ1012
 EZ1012.The horizontal coordinates were scaled from a topographic map and have
 EZ1012.an estimated accuracy of +/- 6 seconds.
 EZ1012
 EZ1012.The orthometric height was determined by differential leveling
 EZ1012.and adjusted in June 1991.
 EZ1012
 EZ1012.The geoid height was determined by GEOID03.
 EZ1012
 EZ1012.The dynamic height is computed by dividing the NAVD 88
 EZ1012.geopotential number by the normal gravity value computed on the
 EZ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1012.degrees latitude (g = 980.6199 gals.).
 EZ1012
 EZ1012.The modeled gravity was interpolated from observed gravity values.
 EZ1012
 EZ1012;                    North         East    Units  Estimated Accuracy
 EZ1012;SPC NC       -   215,010.      638,440.      MT  (+/- 180 meters Scaled)
 EZ1012
 EZ1012                          SUPERSEDED SURVEY CONTROL
 EZ1012
 EZ1012  NGVD 29 (??/??/92)   79.666  (m)          261.37   (f) ADJ UNCH    2 0
 EZ1012
 EZ1012.Superseded values are not recommended for survey control.
 EZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1012.See file dsdata.txt to determine how the superseded data were derived.
 EZ1012
 EZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV098517(NAD 83)
 EZ1012_MARKER: DD = SURVEY DISK
 EZ1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1012_SP_SET: ABUTMENT
 EZ1012_STAMPING: 162 DRD 1960
 EZ1012_MARK LOGO: USGS  
 EZ1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1012+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ1012
 EZ1012  HISTORY     - Date     Condition        Report By
 EZ1012  HISTORY     - 1960     MONUMENTED       USGS
 EZ1012  HISTORY     - 1973     GOOD             NCGS
 EZ1012  HISTORY     - 1973     GOOD             NCGS
 EZ1012  HISTORY     - 1985     GOOD             USPSQD
 EZ1012  HISTORY     - 1987     GOOD             USPSQD
 EZ1012  HISTORY     - 20040603 GOOD             USPSQD
 EZ1012  HISTORY     - 20050917 GOOD             USPSQD
 EZ1012  HISTORY     - 20051020 GOOD             USPSQD
 EZ1012
 EZ1012                          STATION DESCRIPTION
 EZ1012
 EZ1012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1012'4.5 MI WSW FROM GARNER.
 EZ1012'162 DRD IS LOCATED 6.8 MILES SSW OF CAPITOL SQUARE IN RALEIGH.
 EZ1012'TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF
 EZ1012'U.S. 401-U.S. 70 AND NC 50, (JUST SW OF TRYON HILLS SHOPPING
 EZ1012'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 03.50 MILES TO
 EZ1012'BRIDGE OVER SWIFT CREEK AND STATION IN RETAINING WALL AT THE
 EZ1012'SW CORNER OF BRIDGE OF SOUTH BOUND LANE, 0.50 MILES NORTH OF MIDWAY
 EZ1012'BAPTIST CHURCH, 01.95 MILES NORTH OF SR 1010 (MC CULLERS CROSSROADS),
 EZ1012'18.8 FT NW OF C/L OF SOUTH BOUND LANE, 09.4 FT NE OF END OF BRIDGE
 EZ1012'CURBING, 03.0 FT NNW OF SOUTH END OF W BRIDGE RAIL.  DISK IS SET
 EZ1012'FLUSH IN DRILL HOLE IN CONCRETE BRIDGE ABUTMENT.
 EZ1012
 EZ1012                          STATION RECOVERY (1973)
 EZ1012
 EZ1012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1012'IS LOCATED 6.8 MILES SSW OF CAPITOL SQUARE IN RALEIGH.  TO REACH
 EZ1012'STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND
 EZ1012'NC 50, (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY
 EZ1012'ALONG US 401 FOR 03.50 MILES TO BRIDGE OVER SWIFT CREEK AND STATION IN
 EZ1012'RETAINING WALL AT THE SW CORNER OF BRIDGE OF SOUTH BOUND LANE, 0.50
 EZ1012'MILES NORTH OF MIDWAY BAPTIST CHURCH, 01.95 MILES NORTH OF SR 1010
 EZ1012'(MCCULLERS CROSSROADS).  18.8 FT. NW OF C/L OF SOUTH BOUND LANE, 09.4
 EZ1012'FT. NE OF END OF BRIDGE CURBING, 03.0 FT. NNW OF SOUTH END OF W BRIDGE
 EZ1012'RAIL.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE ABUTMENT.
 EZ1012
 EZ1012                          STATION RECOVERY (1985)
 EZ1012
 EZ1012'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1012'RECOVERED IN GOOD CONDITION.
 EZ1012
 EZ1012                          STATION RECOVERY (1987)
 EZ1012
 EZ1012'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ1012'RECOVERED IN GOOD CONDITION.
 EZ1012
 EZ1012                          STATION RECOVERY (2004)
 EZ1012
 EZ1012'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ1012'RECOVERED IN GOOD CONDITION.
 EZ1012
 EZ1012                          STATION RECOVERY (2005)
 EZ1012
 EZ1012'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1012'RECOVERED IN GOOD CONDITION.
 EZ1012
 EZ1012                          STATION RECOVERY (2005)
 EZ1012
 EZ1012'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9478 ***********************************************************************
 DE9478  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9478  DESIGNATION -  163E 200
 DE9478  PID         -  DE9478
 DE9478  STATE/COUNTY-  NC/GUILFORD
 DE9478  USGS QUAD   -  GUILFORD (1994)
 DE9478
 DE9478                         *CURRENT SURVEY CONTROL
 DE9478  ___________________________________________________________________
 DE9478* NAD 83(2007)-  36 04 26.82696(N)    079 53 16.00013(W)     ADJUSTED  
 DE9478* NAVD 88     -       283.16   (meters)     929.0    (feet)  GPS OBS   
 DE9478  ___________________________________________________________________
 DE9478  EPOCH DATE  -        2002.00
 DE9478  X           -     906,215.441 (meters)                     COMP
 DE9478  Y           -  -5,081,186.118 (meters)                     COMP
 DE9478  Z           -   3,734,990.386 (meters)                     COMP
 DE9478  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 DE9478  ELLIP HEIGHT-         251.923 (meters)          (02/10/07) ADJUSTED
 DE9478  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DE9478
 DE9478  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9478  Type    PID    Designation                      North   East  Ellip
 DE9478  -------------------------------------------------------------------
 DE9478  NETWORK DE9478 163E 200                          1.31   1.22   2.16
 DE9478  -------------------------------------------------------------------
 DE9478
 DE9478.The horizontal coordinates were established by GPS observations
 DE9478.and adjusted by the National Geodetic Survey in February 2007.
 DE9478
 DE9478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9478.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9478.The horizontal coordinates are valid at the epoch date displayed above.
 DE9478.The epoch date for horizontal control is a decimal equivalence
 DE9478.of Year/Month/Day.
 DE9478
 DE9478.The orthometric height was determined by GPS observations and a
 DE9478.high-resolution geoid model.
 DE9478.The orthometric height was determined by GPS observations and a
 DE9478.high-resolution geoid model using precise GPS observation and
 DE9478.processing techniques.
 DE9478
 DE9478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9478
 DE9478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9478
 DE9478.The ellipsoidal height was determined by GPS observations
 DE9478.and is referenced to NAD 83.
 DE9478
 DE9478.The geoid height was determined by GEOID03.
 DE9478
 DE9478;                    North         East     Units Scale Factor Converg.
 DE9478;SPC NC       -   258,182.193   529,633.893   MT  0.99997549   -0 30 44.6
 DE9478;SPC NC       -   847,052.74  1,737,640.53   sFT  0.99997549   -0 30 44.6
 DE9478;UTM  17      - 3,992,741.757   600,150.003   MT  0.99972358   +0 39 17.9
 DE9478
 DE9478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9478!SPC NC       -   0.99996046  x   0.99997549  =   0.99993595
 DE9478!UTM  17      -   0.99996046  x   0.99972358  =   0.99968405
 DE9478
 DE9478                          SUPERSEDED SURVEY CONTROL
 DE9478
 DE9478  NAD 83(2001)-  36 04 26.82724(N)    079 53 15.99989(W) AD(       ) 1
 DE9478  ELLIP H (03/13/03)  251.928  (m)                       GP(       ) 4 2
 DE9478  NAD 83(1986)-  36 04 26.83322(N)    079 53 16.00853(W) AD(       ) 1
 DE9478
 DE9478.Superseded values are not recommended for survey control.
 DE9478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9478.See file dsdata.txt to determine how the superseded data were derived.
 DE9478
 DE9478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0015092742(NAD 83)
 DE9478_MARKER: DD = SURVEY DISK
 DE9478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9478_STAMPING: 163E200 1999
 DE9478_MARK LOGO: NC1940
 DE9478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9478+STABILITY: SURFACE MOTION
 DE9478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9478+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9478
 DE9478  HISTORY     - Date     Condition        Report By
 DE9478  HISTORY     - 1999     MONUMENTED       NC1940
 DE9478
 DE9478                          STATION DESCRIPTION
 DE9478
 DE9478'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9478'STATION IS ABOUT 5.4 MI (8.7 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9478'GOVERNMENT PLAZA, AND 1.4 MI (2.3 KM) SOUTH OF GUILFORD COLLEGE.
 DE9478'ALONG WEST MARKET STREET, 0.6 MI (1.0 KM) EAST OF GUILFORD COLLEGE
 DE9478'ROAD, IN THE NORTHEAST QUARDRANT OF INTERSECTION WITH VILLAGE LANE.
 DE9478'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF STREET. LOCATED 12.2 FT
 DE9478'(3.7 M) NORTHEAST OF THE CENTERLINE OF MARKET STREET, 13.0 FT (4.0 M)
 DE9478'SOUTHEAST OF POWER POLE WITH LIGHT, 55.0 FT (16.8 M) WEST-NORTHWEST OF
 DE9478'A FIRE HYDRANT, AND 26.3 FT (8.0 M) SOUTHEAST OF A STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2603 ***********************************************************************
 FA2603  DESIGNATION -  164 JAS
 FA2603  PID         -  FA2603
 FA2603  STATE/COUNTY-  NC/MECKLENBURG
 FA2603  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA2603
 FA2603                         *CURRENT SURVEY CONTROL
 FA2603  ___________________________________________________________________
 FA2603* NAD 83(2001)-  35 29 00.37089(N)    080 52 30.43068(W)     ADJUSTED  
 FA2603* NAVD 88     -       250.57   (+/-2cm)     822.1    (feet)  VERTCON   
 FA2603  ___________________________________________________________________
 FA2603  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 FA2603  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FA2603  HORZ ORDER  -  SECOND
 FA2603  VERT ORDER  -  THIRD ? (See Below)
 FA2603
 FA2603.The horizontal coordinates were established by classical geodetic methods
 FA2603.and adjusted by the National Geodetic Survey in August 2005.
 FA2603
 FA2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2603.The vertical order pertains to the NGVD 29 superseded value.
 FA2603
 FA2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2603
 FA2603.The geoid height was determined by GEOID03.
 FA2603
 FA2603;                    North         East     Units Scale Factor Converg.
 FA2603;SPC NC       -   193,897.687   439,468.250   MT  0.99988074   -1 04 56.1
 FA2603;SPC NC       -   636,145.99  1,441,822.08   sFT  0.99988074   -1 04 56.1
 FA2603;UTM  17      - 3,926,663.628   511,328.115   MT  0.99960158   +0 04 21.0
 FA2603
 FA2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2603!SPC NC       -   0.99996556  x   0.99988074  =   0.99984630
 FA2603!UTM  17      -   0.99996556  x   0.99960158  =   0.99956715
 FA2603
 FA2603:                Primary Azimuth Mark                     Grid Az
 FA2603:SPC NC       -  HOSS FLY                                 015 28 12.5
 FA2603:UTM  17      -  HOSS FLY                                 014 18 55.4
 FA2603
 FA2603|---------------------------------------------------------------------|
 FA2603| PID    Reference Object                     Distance      Geod. Az  |
 FA2603|                                                           dddmmss.s |
 FA2603| FA2561 HOSS FLY                            APPROX. 0.8 KM 0142316.4 |
 FA2603|---------------------------------------------------------------------|
 FA2603
 FA2603                          SUPERSEDED SURVEY CONTROL
 FA2603
 FA2603  NAD 83(1986)-  35 29 00.38652(N)    080 52 30.43564(W) AD(       ) 2
 FA2603  NAD 27      -  35 28 59.89274(N)    080 52 31.16944(W) AD(       ) 2
 FA2603  NGVD 29 (07/19/86)  250.78   (m)          822.8    (f) LEVELING    3  
 FA2603
 FA2603.Superseded values are not recommended for survey control.
 FA2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2603.See file dsdata.txt to determine how the superseded data were derived.
 FA2603
 FA2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1132826664(NAD 83)
 FA2603_MARKER: DB = BENCH MARK DISK
 FA2603_SETTING: 0 = UNSPECIFIED SETTING
 FA2603
 FA2603  HISTORY     - Date     Condition        Report By
 FA2603  HISTORY     - 1974     MONUMENTED       USGS
 FA2603  HISTORY     - 19910401 MARK NOT FOUND   USPSQD
 FA2603  HISTORY     - 19970315 GOOD             USPSQD
 FA2603  HISTORY     - 20030411 MARK NOT FOUND   USPSQD
 FA2603
 FA2603                          STATION DESCRIPTION
 FA2603
 FA2603'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (JWC)
 FA2603'164 JAS IS A BENCH MARK ESTABLISHED BY U.S. GEOLOGICAL SURVEY IN
 FA2603'THE VICINITY OF CORNELIUS, NORTH CAROLINA IN 1964, AND TRAVERSED
 FA2603'THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FA2603'
 FA2603'164 JAS IS LOCATED APPROXIMATELY 1.0 MILES WEST OF CORNELIUS, AND
 FA2603'1.9 MILES SW OF DAVIDSON.  STATION IS LOCATED AT THE NC 73 OVERPASS
 FA2603'OF I-77 WEST OF CORNELIUS, IN SIDEWALK AT SW CORNER OF BRIDGE.
 FA2603'
 FA2603'STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK, STAMPED 164
 FA2603'JAS 1964 ELEV. 818, SET FLUSH IN DRILL HOLE IN CONCRETE SIDEWALK.
 FA2603'
 FA2603'MARK IS 0.85 FT S OF NORTH EDGE OF SOUTH WALKWAY
 FA2603'
 FA2603'1.15 FT N OF NORTH EDGE OF SOUTH BRIDGE RAIL
 FA2603'
 FA2603'1.4 FT E OF WEST END OF SOUTH WALKWAY
 FA2603
 FA2603                          STATION RECOVERY (1991)
 FA2603
 FA2603'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2603'MARK NOT FOUND.
 FA2603
 FA2603                          STATION RECOVERY (1997)
 FA2603
 FA2603'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2603'RECOVERED IN GOOD CONDITION.
 FA2603
 FA2603                          STATION RECOVERY (2003)
 FA2603
 FA2603'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA2603'MARKER HAS BEEN REPLACED BY 164 JAS RESET 1974.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7059 ***********************************************************************
 AE7059  DESIGNATION -  164 JAS RESET
 AE7059  PID         -  AE7059
 AE7059  STATE/COUNTY-  NC/MECKLENBURG
 AE7059  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AE7059
 AE7059                         *CURRENT SURVEY CONTROL
 AE7059  ___________________________________________________________________
 AE7059* NAD 83(2001)-  35 29 00.07886(N)    080 52 30.76465(W)     ADJUSTED  
 AE7059* NAVD 88     -       250.567  (meters)     822.07   (feet)  ADJUSTED  
 AE7059  ___________________________________________________________________
 AE7059  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AE7059  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AE7059  DYNAMIC HT  -         250.335 (meters)     821.31  (feet)  COMP
 AE7059  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 AE7059
 AE7059  HORZ ORDER  -  SECOND
 AE7059  VERT ORDER  -  SECOND    CLASS II
 AE7059
 AE7059.The horizontal coordinates were established by classical geodetic methods
 AE7059.and adjusted by the National Geodetic Survey in August 2005.
 AE7059
 AE7059.The orthometric height was determined by differential leveling
 AE7059.and adjusted in December 2004.
 AE7059
 AE7059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7059
 AE7059.The geoid height was determined by GEOID03.
 AE7059
 AE7059.The dynamic height is computed by dividing the NAVD 88
 AE7059.geopotential number by the normal gravity value computed on the
 AE7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7059.degrees latitude (g = 980.6199 gals.).
 AE7059
 AE7059.The modeled gravity was interpolated from observed gravity values.
 AE7059
 AE7059;                    North         East     Units Scale Factor Converg.
 AE7059;SPC NC       -   193,888.849   439,459.664   MT  0.99988073   -1 04 56.3
 AE7059;SPC NC       -   636,117.00  1,441,793.91   sFT  0.99988073   -1 04 56.3
 AE7059;UTM  17      - 3,926,654.621   511,319.711   MT  0.99960158   +0 04 20.8
 AE7059
 AE7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7059!SPC NC       -   0.99996556  x   0.99988073  =   0.99984629
 AE7059!UTM  17      -   0.99996556  x   0.99960158  =   0.99956715
 AE7059
 AE7059                          SUPERSEDED SURVEY CONTROL
 AE7059
 AE7059  NAD 83(1986)-  35 29 00.09441(N)    080 52 30.77563(W) AD(       ) 2
 AE7059  NGVD 29 (09/29/97)  250.3    (m)          821.     (f) VERT ANG    3  
 AE7059
 AE7059.Superseded values are not recommended for survey control.
 AE7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7059.See file dsdata.txt to determine how the superseded data were derived.
 AE7059
 AE7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1132026655(NAD 83)
 AE7059_MARKER: DB = BENCH MARK DISK
 AE7059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7059_SP_SET: BRIDGE CURB
 AE7059_STAMPING: 164 JAS RESET 1974
 AE7059_MARK LOGO: USGS  
 AE7059_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE7059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7059+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 AE7059
 AE7059  HISTORY     - Date     Condition        Report By
 AE7059  HISTORY     - 1966     MONUMENTED       USGS
 AE7059  HISTORY     - 19860615 GOOD             NCGS
 AE7059  HISTORY     - 19990203 GOOD             NCGS
 AE7059  HISTORY     - 20030411 GOOD             USPSQD
 AE7059  HISTORY     - 20041128 GOOD             INDIV
 AE7059
 AE7059                          STATION DESCRIPTION
 AE7059
 AE7059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE7059'STATION HAS BEEN MOVED TWICE--IN 1974 AND AGAIN SOMETIME BEFORE 1984.
 AE7059'ELEVATION HAS BEEN LOST.  HORIZONTAL POSITION IS AS OF 1986.  A
 AE7059'COMPLETE DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 AE7059'WEST OF CORNELIUS, AND 3.0 KM (1.9 MI) SOUTHWEST OF DAVIDSON. STATION
 AE7059'IS A USGS DISK AT THE NC 73 OVERPASS OF I-77 (WEST OF CORNELIUS) SET
 AE7059'IN A DRILLED HOLE FLUSH WITH THE BRIDGE CURB.  LOCATED 6.43 M (21.10
 AE7059'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANE OF NC 73,
 AE7059'0.12 M (0.39 FT) EAST OF THE SOUTHWEST CORNER OF THE BRIDGE, 0.21 M
 AE7059'(0.69 FT) SOUTH-SOUTHEAST OF THE GUARDRAIL, AND 1.4 M (4.6 FT)
 AE7059'NORTHEAST OF THE WEST END OF THE WINGWALL.
 AE7059
 AE7059                          STATION RECOVERY (1999)
 AE7059
 AE7059'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AE7059'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. NC 73 HAS BEEN
 AE7059'RE-ROUTED.  STATION IS IN SOUTHWEST CORNER OF BRIDGE OF OVERPASS OF
 AE7059'I-77 AT EXIT 28.  ALSO, EXISTING DESCRIPTION SHOWS PART OF STAMPING TO
 AE7059'BE 1986, ALTHOUGH NO EVIDENCE WAS FOUND TO SUPPORT THIS.
 AE7059
 AE7059                          STATION RECOVERY (2003)
 AE7059
 AE7059'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7059'MARKER IS STAMPED 164 JAS 1966 RESET 1974
 AE7059
 AE7059                          STATION RECOVERY (2004)
 AE7059
 AE7059'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ)
 AE7059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1445 ***********************************************************************
 EB1445  DESIGNATION -  165 JJS RESET
 EB1445  PID         -  EB1445
 EB1445  STATE/COUNTY-  NC/SAMPSON
 EB1445  USGS QUAD   -  ATKINSON (1984)
 EB1445
 EB1445                         *CURRENT SURVEY CONTROL
 EB1445  ___________________________________________________________________
 EB1445* NAD 83(1986)-  34 36 11.     (N)    078 14 21.     (W)     SCALED    
 EB1445* NAVD 88     -         9.977  (meters)      32.73   (feet)  ADJUSTED  
 EB1445  ___________________________________________________________________
 EB1445  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EB1445  DYNAMIC HT  -           9.968 (meters)      32.70  (feet)  COMP
 EB1445  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 EB1445
 EB1445  VERT ORDER  -  FIRST     CLASS II
 EB1445
 EB1445.The horizontal coordinates were scaled from a topographic map and have
 EB1445.an estimated accuracy of +/- 6 seconds.
 EB1445
 EB1445.The orthometric height was determined by differential leveling
 EB1445.and adjusted in June 1991.
 EB1445
 EB1445.The geoid height was determined by GEOID03.
 EB1445
 EB1445.The dynamic height is computed by dividing the NAVD 88
 EB1445.geopotential number by the normal gravity value computed on the
 EB1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1445.degrees latitude (g = 980.6199 gals.).
 EB1445
 EB1445.The modeled gravity was interpolated from observed gravity values.
 EB1445
 EB1445;                    North         East    Units  Estimated Accuracy
 EB1445;SPC NC       -    94,900.      679,390.      MT  (+/- 180 meters Scaled)
 EB1445
 EB1445                          SUPERSEDED SURVEY CONTROL
 EB1445
 EB1445  NGVD 29 (10/06/93)   10.224  (m)           33.54   (f) ADJUSTED    1 2
 EB1445
 EB1445.Superseded values are not recommended for survey control.
 EB1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1445.See file dsdata.txt to determine how the superseded data were derived.
 EB1445
 EB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU531324(NAD 83)
 EB1445_MARKER: DB = BENCH MARK DISK
 EB1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1445_SP_SET: CONCRETE POST
 EB1445_STAMPING: 165 JJS RESET 1954
 EB1445_MARK LOGO: USGS  
 EB1445_PROJECTION: PROJECTING 3 CENTIMETERS
 EB1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1445+STABILITY: SURFACE MOTION
 EB1445
 EB1445  HISTORY     - Date     Condition        Report By
 EB1445  HISTORY     - 1954     MONUMENTED       USGS
 EB1445  HISTORY     - 1980     GOOD             NCGS
 EB1445
 EB1445                          STATION DESCRIPTION
 EB1445
 EB1445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1445'6.5 MI NW FROM ATKINSON.
 EB1445'IN THE EXTREME SOUTHERN SECTION OF SAMPSON COUNTY, 0.95 MILE SOUTH
 EB1445'ALONG SR 1100 FROM INTERSECTION WITH SR 1105 AT IVANHOE, THENCE 0.15
 EB1445'MILE EAST ALONG SR 1102 AND AT IVANHOE BAPTIST CHURCH, 126.7 FEET
 EB1445'SOUTH OF CENTERLINE OF ROAD, 5.1 FEET SOUTHEAST OF NORTHEAST CORNER OF
 EB1445'CHURCH AND 2.8 FEET EAST OF EAST WALL OF CHURCH.  THIS IS A STANDARD
 EB1445'USGS DISK.
 EB1445'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9258 ***********************************************************************
 DE9258  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9258  DESIGNATION -  165W 200
 DE9258  PID         -  DE9258
 DE9258  STATE/COUNTY-  NC/GUILFORD
 DE9258  USGS QUAD   -  GUILFORD (1994)
 DE9258
 DE9258                         *CURRENT SURVEY CONTROL
 DE9258  ___________________________________________________________________
 DE9258* NAD 83(2007)-  36 05 27.46542(N)    079 53 52.84960(W)     ADJUSTED  
 DE9258* NAVD 88     -       265.26   (meters)     870.3    (feet)  GPS OBS   
 DE9258  ___________________________________________________________________
 DE9258  EPOCH DATE  -        2002.00
 DE9258  X           -     905,112.027 (meters)                     COMP
 DE9258  Y           -  -5,080,249.843 (meters)                     COMP
 DE9258  Z           -   3,736,490.304 (meters)                     COMP
 DE9258  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 DE9258  ELLIP HEIGHT-         233.882 (meters)          (02/10/07) ADJUSTED
 DE9258  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DE9258
 DE9258  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9258  Type    PID    Designation                      North   East  Ellip
 DE9258  -------------------------------------------------------------------
 DE9258  NETWORK DE9258 165W 200                          1.00   0.74   1.51
 DE9258  -------------------------------------------------------------------
 DE9258
 DE9258.The horizontal coordinates were established by GPS observations
 DE9258.and adjusted by the National Geodetic Survey in February 2007.
 DE9258
 DE9258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9258.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9258.The horizontal coordinates are valid at the epoch date displayed above.
 DE9258.The epoch date for horizontal control is a decimal equivalence
 DE9258.of Year/Month/Day.
 DE9258
 DE9258.The orthometric height was determined by GPS observations and a
 DE9258.high-resolution geoid model.
 DE9258.The orthometric height was determined by GPS observations and a
 DE9258.high-resolution geoid model using precise GPS observation and
 DE9258.processing techniques.
 DE9258
 DE9258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9258
 DE9258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9258
 DE9258.The ellipsoidal height was determined by GPS observations
 DE9258.and is referenced to NAD 83.
 DE9258
 DE9258.The geoid height was determined by GEOID03.
 DE9258
 DE9258;                    North         East     Units Scale Factor Converg.
 DE9258;SPC NC       -   260,059.389   528,728.812   MT  0.99997975   -0 31 05.9
 DE9258;SPC NC       -   853,211.51  1,734,671.11   sFT  0.99997975   -0 31 05.9
 DE9258;UTM  17      - 3,994,599.649   599,207.104   MT  0.99972127   +0 38 57.1
 DE9258
 DE9258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9258!SPC NC       -   0.99996329  x   0.99997975  =   0.99994304
 DE9258!UTM  17      -   0.99996329  x   0.99972127  =   0.99968457
 DE9258
 DE9258|---------------------------------------------------------------------|
 DE9258| PID    Reference Object                     Distance      Geod. Az  |
 DE9258|                                                           dddmmss.s |
 DE9258| DE9259 165W 201                            363.869 METERS 17953     |
 DE9258|---------------------------------------------------------------------|
 DE9258
 DE9258                          SUPERSEDED SURVEY CONTROL
 DE9258
 DE9258  NAD 83(2001)-  36 05 27.46572(N)    079 53 52.84939(W) AD(       ) 1
 DE9258  ELLIP H (03/13/03)  233.886  (m)                       GP(       ) 4 2
 DE9258  NAD 83(1986)-  36 05 27.47156(N)    079 53 52.85816(W) AD(       ) 1
 DE9258
 DE9258.Superseded values are not recommended for survey control.
 DE9258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9258.See file dsdata.txt to determine how the superseded data were derived.
 DE9258
 DE9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9920794600(NAD 83)
 DE9258_MARKER: DD = SURVEY DISK
 DE9258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9258_STAMPING: 165W.200 7/97
 DE9258_MARK LOGO: NC1940
 DE9258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9258+STABILITY: SURFACE MOTION
 DE9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9258+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9258
 DE9258  HISTORY     - Date     Condition        Report By
 DE9258  HISTORY     - 1997     MONUMENTED       NC1940
 DE9258
 DE9258                          STATION DESCRIPTION
 DE9258
 DE9258'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9258'STATION IS LOCATED IN GREENSBORO, 2.4 MI (3.9 KM) EAST OF THE PIEDMONT
 DE9258'TRIAD INTERNATIONAL AIRPORT, WITHIN THE FRIENDLY HOMES WEST APARTMENT
 DE9258'COMPLEX.
 DE9258'PROCEED ALONG CHIMNEY ROCK ROAD FOR 1.7 MI (2.7 KM) NORTH FROM THE
 DE9258'I-40 UNDERPASS (EXIT 212), THENCE RIGHT/EAST FOR 1.5 MI (2.4 KM) ALONG
 DE9258'FRIENDLY AVENUE, THENCE LEFT/NORTH ALONG DRIVEWAY INTO FRIENDLY HOMES
 DE9258'WEST AND AROUND EASTERN SIDE OF COMPLEX FOR 0.2 MI (0.3 KM) TO STATION
 DE9258'ON RIGHT/EAST SIDE OF DRIVE, AND ABOUT OPPOSITE A DRIVEWAY TO THE
 DE9258'SERVICE LOADING DOCK.
 DE9258'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 1-INCH BELOW
 DE9258'GROUND. LOCATED 20.5 FT (6.2 M) EAST-NORTHEAST OF THE CENTERLINE OF
 DE9258'FRIENDLY HOMES WEST DRIVE, 17.1 FT (5.2 M) SOUTH OF A MAPLE TREE, 37.1
 DE9258'FT (11.3 M) NORTH OF A LIGHT POLE, AND 62.6 FT (19.1 M)
 DE9258'NORTH-NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9259 ***********************************************************************
 DE9259  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9259  DESIGNATION -  165W 201
 DE9259  PID         -  DE9259
 DE9259  STATE/COUNTY-  NC/GUILFORD
 DE9259  USGS QUAD   -  GUILFORD (1994)
 DE9259
 DE9259                         *CURRENT SURVEY CONTROL
 DE9259  ___________________________________________________________________
 DE9259* NAD 83(2007)-  36 05 15.66010(N)    079 53 52.82133(W)     ADJUSTED  
 DE9259* NAVD 88     -       275.43   (meters)     903.6    (feet)  GPS OBS   
 DE9259  ___________________________________________________________________
 DE9259  EPOCH DATE  -        2002.00
 DE9259  X           -     905,151.763 (meters)                     COMP
 DE9259  Y           -  -5,080,468.847 (meters)                     COMP
 DE9259  Z           -   3,736,202.254 (meters)                     COMP
 DE9259  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 DE9259  ELLIP HEIGHT-         244.073 (meters)          (02/10/07) ADJUSTED
 DE9259  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DE9259
 DE9259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9259  Type    PID    Designation                      North   East  Ellip
 DE9259  -------------------------------------------------------------------
 DE9259  NETWORK DE9259 165W 201                          1.06   0.82   1.80
 DE9259  -------------------------------------------------------------------
 DE9259
 DE9259.The horizontal coordinates were established by GPS observations
 DE9259.and adjusted by the National Geodetic Survey in February 2007.
 DE9259
 DE9259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9259.The horizontal coordinates are valid at the epoch date displayed above.
 DE9259.The epoch date for horizontal control is a decimal equivalence
 DE9259.of Year/Month/Day.
 DE9259
 DE9259.The orthometric height was determined by GPS observations and a
 DE9259.high-resolution geoid model.
 DE9259.The orthometric height was determined by GPS observations and a
 DE9259.high-resolution geoid model using precise GPS observation and
 DE9259.processing techniques.
 DE9259
 DE9259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9259
 DE9259.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9259
 DE9259.The ellipsoidal height was determined by GPS observations
 DE9259.and is referenced to NAD 83.
 DE9259
 DE9259.The geoid height was determined by GEOID03.
 DE9259
 DE9259;                    North         East     Units Scale Factor Converg.
 DE9259;SPC NC       -   259,695.536   528,726.228   MT  0.99997891   -0 31 05.9
 DE9259;SPC NC       -   852,017.77  1,734,662.63   sFT  0.99997891   -0 31 05.9
 DE9259;UTM  17      - 3,994,235.913   599,211.933   MT  0.99972128   +0 38 56.9
 DE9259
 DE9259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9259!SPC NC       -   0.99996169  x   0.99997891  =   0.99994061
 DE9259!UTM  17      -   0.99996169  x   0.99972128  =   0.99968299
 DE9259
 DE9259|---------------------------------------------------------------------|
 DE9259| PID    Reference Object                     Distance      Geod. Az  |
 DE9259|                                                           dddmmss.s |
 DE9259| DE9258 165W 200                            363.869 METERS 35953     |
 DE9259|---------------------------------------------------------------------|
 DE9259
 DE9259                          SUPERSEDED SURVEY CONTROL
 DE9259
 DE9259  NAD 83(2001)-  36 05 15.66038(N)    079 53 52.82112(W) AD(       ) 1
 DE9259  ELLIP H (03/13/03)  244.080  (m)                       GP(       ) 4 2
 DE9259  NAD 83(1986)-  36 05 15.66624(N)    079 53 52.82993(W) AD(       ) 1
 DE9259
 DE9259.Superseded values are not recommended for survey control.
 DE9259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9259.See file dsdata.txt to determine how the superseded data were derived.
 DE9259
 DE9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9921294236(NAD 83)
 DE9259_MARKER: DD = SURVEY DISK
 DE9259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9259_STAMPING: 165W.201 7/97
 DE9259_MARK LOGO: NC1940
 DE9259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9259+STABILITY: SURFACE MOTION
 DE9259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9259+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9259
 DE9259  HISTORY     - Date     Condition        Report By
 DE9259  HISTORY     - 1997     MONUMENTED       NC1940
 DE9259
 DE9259                          STATION DESCRIPTION
 DE9259
 DE9259'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9259'STATION IS LOCATED IN GREENSBORO, 2.5 MI (4.0 KM) EAST OF THE PIEDMONT
 DE9259'TRIAD INTERNATIONAL AIRPORT, ALONG FRIENDLY AVENUE AT THE FRIENDLY
 DE9259'HOMES WEST APARTMENTS.
 DE9259'PROCEED ALONG CHIMNEY ROCK ROAD FOR 1.7 MI (2.7 KM) NORTH FROM THE
 DE9259'I-40 UNDERPASS (EXIT 212), THENCE RIGHT/EAST FOR 1.5 MI (2.4 KM) ALONG
 DE9259'FRIENDLY AVENUE TO A STOP LIGHT AT ENTRANCE TO FRIENDLY HOMES WEST
 DE9259'APARTMENTS ON LEFT (0.15 MI EAST OF ELIZABETHAN DRIVE), STATION IS ON
 DE9259'A RISE AT A PROPERTY CORNER, APPROXIMATELY 200-FEET EAST OF THE STOP
 DE9259'LIGHT AND NEAR AN ACUTE-ANGLE OF A PASTURE FENCE.
 DE9259'MARK IS ABOUT 4-FEET HIGHER THAN THE CENTERLINE OF FRIENDLY AVENUE AND
 DE9259'FLUSH WITH THE GROUND. LOCATED 19.8 FT (6.0 M) NORTH OF THE EDGE OF
 DE9259'PAVEMENT OF FRIENDLY AVENUE, 4.5 FT (1.4 M) WEST OF ACUTE FENCE CORNER
 DE9259'(WITH A PROPERTY IRON PROJECTING 6-INCH ABOVE GROUND AT ITS BASE),
 DE9259'103.5 FT (31.5 M) EAST OF A POWER POLE (NEXT TO A TELEPHONE BOX), AND
 DE9259'22.8 FT (6.9 M) NORTHEAST OF A--DO NOT PASS--TRAFFIC SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1446 ***********************************************************************
 FB1446  DESIGNATION -  1662.6
 FB1446  PID         -  FB1446
 FB1446  STATE/COUNTY-  NC/SWAIN
 FB1446  USGS QUAD   -  NOLAND CREEK (1978)
 FB1446
 FB1446                         *CURRENT SURVEY CONTROL
 FB1446  ___________________________________________________________________
 FB1446* NAD 83(1986)-  35 27 02.     (N)    083 30 25.     (W)     SCALED    
 FB1446* NAVD 88     -       506.677  (meters)    1662.32   (feet)  ADJUSTED  
 FB1446  ___________________________________________________________________
 FB1446  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FB1446  DYNAMIC HT  -         506.131 (meters)    1660.53  (feet)  COMP
 FB1446  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 FB1446
 FB1446  VERT ORDER  -  FIRST     CLASS II
 FB1446
 FB1446.The horizontal coordinates were scaled from a topographic map and have
 FB1446.an estimated accuracy of +/- 6 seconds.
 FB1446
 FB1446.The orthometric height was determined by differential leveling
 FB1446.and adjusted in June 1991.
 FB1446
 FB1446.The geoid height was determined by GEOID03.
 FB1446
 FB1446.The dynamic height is computed by dividing the NAVD 88
 FB1446.geopotential number by the normal gravity value computed on the
 FB1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1446.degrees latitude (g = 980.6199 gals.).
 FB1446
 FB1446.The modeled gravity was interpolated from observed gravity values.
 FB1446
 FB1446;                    North         East    Units  Estimated Accuracy
 FB1446;SPC NC       -   197,930.      200,630.      MT  (+/- 180 meters Scaled)
 FB1446
 FB1446                          SUPERSEDED SURVEY CONTROL
 FB1446
 FB1446  NGVD 29 (??/??/92)  506.712  (m)         1662.44   (f) ADJ UNCH    1 2
 FB1446
 FB1446.Superseded values are not recommended for survey control.
 FB1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1446.See file dsdata.txt to determine how the superseded data were derived.
 FB1446
 FB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV724258(NAD 83)
 FB1446_MARKER: X = CHISELED CROSS
 FB1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1446_SP_SET: CULVERT
 FB1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1446
 FB1446  HISTORY     - Date     Condition        Report By
 FB1446  HISTORY     - UNK      MONUMENTED       USGS
 FB1446  HISTORY     - 1932     GOOD             NGS
 FB1446  HISTORY     - 1934     GOOD             NGS
 FB1446
 FB1446                          STATION DESCRIPTION
 FB1446
 FB1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FB1446'AT EPPS SPRINGS.
 FB1446'AT EPPS SPRINGS, SWAIN COUNTY, 10 FEET EAST OF THE SOUTHERN
 FB1446'RAILWAY STATION SIGN, AT A CONCRETE CULVERT ON STATE HIGHWAY
 FB1446'288, ON THE WEST END OF THE SOUTH HEADWALL, 8 FEET SOUTH OF THE
 FB1446'CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTH OF THE NORTH RAIL.
 FB1446'A CHISELED CROSS.
 FB1446
 FB1446                          STATION RECOVERY (1934)
 FB1446
 FB1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FB1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9436 ***********************************************************************
 DE9436  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9436  DESIGNATION -  166W 200
 DE9436  PID         -  DE9436
 DE9436  STATE/COUNTY-  NC/GUILFORD
 DE9436  USGS QUAD   -  GUILFORD (1994)
 DE9436
 DE9436                         *CURRENT SURVEY CONTROL
 DE9436  ___________________________________________________________________
 DE9436* NAD 83(2007)-  36 05 57.79361(N)    079 53 57.05628(W)     ADJUSTED  
 DE9436* NAVD 88     -       269.68   (meters)     884.8    (feet)  GPS OBS   
 DE9436  ___________________________________________________________________
 DE9436  EPOCH DATE  -        2002.00
 DE9436  X           -     904,912.448 (meters)                     COMP
 DE9436  Y           -  -5,079,729.581 (meters)                     COMP
 DE9436  Z           -   3,737,248.252 (meters)                     COMP
 DE9436  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 DE9436  ELLIP HEIGHT-         238.250 (meters)          (02/10/07) ADJUSTED
 DE9436  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE9436
 DE9436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9436  Type    PID    Designation                      North   East  Ellip
 DE9436  -------------------------------------------------------------------
 DE9436  NETWORK DE9436 166W 200                          1.16   0.82   1.76
 DE9436  -------------------------------------------------------------------
 DE9436
 DE9436.The horizontal coordinates were established by GPS observations
 DE9436.and adjusted by the National Geodetic Survey in February 2007.
 DE9436
 DE9436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9436.The horizontal coordinates are valid at the epoch date displayed above.
 DE9436.The epoch date for horizontal control is a decimal equivalence
 DE9436.of Year/Month/Day.
 DE9436
 DE9436.The orthometric height was determined by GPS observations and a
 DE9436.high-resolution geoid model.
 DE9436.The orthometric height was determined by GPS observations and a
 DE9436.high-resolution geoid model using precise GPS observation and
 DE9436.processing techniques.
 DE9436
 DE9436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9436
 DE9436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9436
 DE9436.The ellipsoidal height was determined by GPS observations
 DE9436.and is referenced to NAD 83.
 DE9436
 DE9436.The geoid height was determined by GEOID03.
 DE9436
 DE9436;                    North         East     Units Scale Factor Converg.
 DE9436;SPC NC       -   260,995.074   528,632.048   MT  0.99998192   -0 31 08.3
 DE9436;SPC NC       -   856,281.34  1,734,353.64   sFT  0.99998192   -0 31 08.3
 DE9436;UTM  17      - 3,995,532.926   599,091.325   MT  0.99972099   +0 38 55.1
 DE9436
 DE9436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9436!SPC NC       -   0.99996261  x   0.99998192  =   0.99994453
 DE9436!UTM  17      -   0.99996261  x   0.99972099  =   0.99968361
 DE9436
 DE9436                          SUPERSEDED SURVEY CONTROL
 DE9436
 DE9436  NAD 83(2001)-  36 05 57.79392(N)    079 53 57.05606(W) AD(       ) 1
 DE9436  ELLIP H (03/13/03)  238.254  (m)                       GP(       ) 4 2
 DE9436  NAD 83(1986)-  36 05 57.79974(N)    079 53 57.06483(W) AD(       ) 1
 DE9436
 DE9436.Superseded values are not recommended for survey control.
 DE9436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9436.See file dsdata.txt to determine how the superseded data were derived.
 DE9436
 DE9436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9909195533(NAD 83)
 DE9436_MARKER: DD = SURVEY DISK
 DE9436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9436_STAMPING: 166W200 1999
 DE9436_MARK LOGO: NC1940
 DE9436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9436+STABILITY: SURFACE MOTION
 DE9436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9436+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9436
 DE9436  HISTORY     - Date     Condition        Report By
 DE9436  HISTORY     - 1999     MONUMENTED       NC1940
 DE9436
 DE9436                          STATION DESCRIPTION
 DE9436
 DE9436'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9436'STATION IS ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9436'GREENSBORO GOVERNMENT PLAZA, AND 1.1 MI (1.8 KM) NORTHWEST OF GUILFORD
 DE9436'COLLEGE.
 DE9436'ALONG BALLINGER ROAD, 0.5 MI (0.8 KM) WEST OF NEW GARDEN ROAD, ON THE
 DE9436'NORTH SHOULDER OF THE INTERSECTION WITH GRETCHEN LANE, AND ABOUT
 DE9436'1-FOOT WEST OF THE PROJECTION OF THE CENTERLINE OF GRETCHEN LANE.
 DE9436'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 DE9436'14.7 FT (4.5 M) NORTH OF THE CENTERLINE OF BALLINGER ROAD, 6.4 FT (2.0
 DE9436'M) SOUTH OF FENCE LINE, 44.7 FT (13.6 M) NORTHEAST OF STREET SIGN, AND
 DE9436'48.3 FT (14.7 M) NORTHEAST OF THE WEST END OF CULVERT UNDER GRETCHEN
 DE9436'LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1448 ***********************************************************************
 FB1448  DESIGNATION -  1674.66
 FB1448  PID         -  FB1448
 FB1448  STATE/COUNTY-  NC/SWAIN
 FB1448  USGS QUAD   -  BRYSON CITY (1978)
 FB1448
 FB1448                         *CURRENT SURVEY CONTROL
 FB1448  ___________________________________________________________________
 FB1448* NAD 83(1986)-  35 27 04.     (N)    083 29 50.     (W)     SCALED    
 FB1448* NAVD 88     -       510.43   (+/-2cm)    1674.6    (feet)  VERTCON   
 FB1448  ___________________________________________________________________
 FB1448  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 FB1448  VERT ORDER  -  ? (See Below)
 FB1448
 FB1448.The horizontal coordinates were scaled from a topographic map and have
 FB1448.an estimated accuracy of +/- 6 seconds.
 FB1448
 FB1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1448.The vertical order pertains to the NGVD 29 superseded value.
 FB1448
 FB1448.The geoid height was determined by GEOID03.
 FB1448
 FB1448;                    North         East    Units  Estimated Accuracy
 FB1448;SPC NC       -   197,950.      201,510.      MT  (+/- 180 meters Scaled)
 FB1448
 FB1448                          SUPERSEDED SURVEY CONTROL
 FB1448
 FB1448  NGVD 29 (??/??/92)  510.468  (m)         1674.76   (f) ADJ UNCH    ?  
 FB1448
 FB1448.Superseded values are not recommended for survey control.
 FB1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1448.See file dsdata.txt to determine how the superseded data were derived.
 FB1448
 FB1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV733259(NAD 83)
 FB1448_MARKER: Q = CHISELED SQUARE
 FB1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1448_SP_SET: CULVERT
 FB1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1448
 FB1448  HISTORY     - Date     Condition        Report By
 FB1448  HISTORY     - UNK      MONUMENTED       USGS
 FB1448  HISTORY     - 1934     GOOD             NGS
 FB1448
 FB1448                          STATION DESCRIPTION
 FB1448
 FB1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1448'3.8 MI NW FROM BRYSON.
 FB1448'3.8 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM BRYSON,
 FB1448'SWAIN COUNTY, 950 FEET EAST OF MILEPOST 68, OPPOSITE TRESTLE
 FB1448'T 67.8 OVER PEACHTREE CREEK, ON STATE HIGHWAY 288, AT A CONCRETE
 FB1448'CULVERT OVER PEACHTREE CREEK, ON THE EAST END OF THE NORTH COPING,
 FB1448'AND 8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A CHISELED
 FB1448'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9445 ***********************************************************************
 DE9445  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9445  DESIGNATION -  167W 200
 DE9445  PID         -  DE9445
 DE9445  STATE/COUNTY-  NC/GUILFORD
 DE9445  USGS QUAD   -  GUILFORD (1994)
 DE9445
 DE9445                         *CURRENT SURVEY CONTROL
 DE9445  ___________________________________________________________________
 DE9445* NAD 83(2007)-  36 06 42.51449(N)    079 53 34.26624(W)     ADJUSTED  
 DE9445* NAVD 88     -       253.52   (meters)     831.8    (feet)  GPS OBS   
 DE9445  ___________________________________________________________________
 DE9445  EPOCH DATE  -        2002.00
 DE9445  X           -     905,328.851 (meters)                     COMP
 DE9445  Y           -  -5,078,816.988 (meters)                     COMP
 DE9445  Z           -   3,738,352.401 (meters)                     COMP
 DE9445  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 DE9445  ELLIP HEIGHT-         222.040 (meters)          (02/10/07) ADJUSTED
 DE9445  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DE9445
 DE9445  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9445  Type    PID    Designation                      North   East  Ellip
 DE9445  -------------------------------------------------------------------
 DE9445  NETWORK DE9445 167W 200                          1.41   1.08   2.12
 DE9445  -------------------------------------------------------------------
 DE9445
 DE9445.The horizontal coordinates were established by GPS observations
 DE9445.and adjusted by the National Geodetic Survey in February 2007.
 DE9445
 DE9445.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9445.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9445.The horizontal coordinates are valid at the epoch date displayed above.
 DE9445.The epoch date for horizontal control is a decimal equivalence
 DE9445.of Year/Month/Day.
 DE9445
 DE9445.The orthometric height was determined by GPS observations and a
 DE9445.high-resolution geoid model.
 DE9445.The orthometric height was determined by GPS observations and a
 DE9445.high-resolution geoid model using precise GPS observation and
 DE9445.processing techniques.
 DE9445
 DE9445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9445
 DE9445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9445
 DE9445.The ellipsoidal height was determined by GPS observations
 DE9445.and is referenced to NAD 83.
 DE9445
 DE9445.The geoid height was determined by GEOID03.
 DE9445
 DE9445;                    North         East     Units Scale Factor Converg.
 DE9445;SPC NC       -   262,368.259   529,214.482   MT  0.99998515   -0 30 55.2
 DE9445;SPC NC       -   860,786.53  1,736,264.51   sFT  0.99998515   -0 30 55.2
 DE9445;UTM  17      - 3,996,917.333   599,645.507   MT  0.99972234   +0 39 09.2
 DE9445
 DE9445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9445!SPC NC       -   0.99996515  x   0.99998515  =   0.99995030
 DE9445!UTM  17      -   0.99996515  x   0.99972234  =   0.99968750
 DE9445
 DE9445:                Primary Azimuth Mark                     Grid Az
 DE9445:SPC NC       -  168W 200                                 013 30 47.0
 DE9445:UTM  17      -  168W 200                                 012 20 42.6
 DE9445
 DE9445|---------------------------------------------------------------------|
 DE9445| PID    Reference Object                     Distance      Geod. Az  |
 DE9445|                                                           dddmmss.s |
 DE9445| DE9286 168W 200                            APPROX. 0.5 KM 0125951.8 |
 DE9445|---------------------------------------------------------------------|
 DE9445
 DE9445                          SUPERSEDED SURVEY CONTROL
 DE9445
 DE9445  NAD 83(2001)-  36 06 42.51481(N)    079 53 34.26599(W) AD(       ) 1
 DE9445  ELLIP H (03/13/03)  222.042  (m)                       GP(       ) 4 2
 DE9445  NAD 83(1986)-  36 06 42.52086(N)    079 53 34.27445(W) AD(       ) 1
 DE9445
 DE9445.Superseded values are not recommended for survey control.
 DE9445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9445.See file dsdata.txt to determine how the superseded data were derived.
 DE9445
 DE9445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9964696917(NAD 83)
 DE9445_MARKER: DD = SURVEY DISK
 DE9445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9445_STAMPING: 167W200 1999
 DE9445_MARK LOGO: NC1940
 DE9445_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9445+STABILITY: SURFACE MOTION
 DE9445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9445+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9445
 DE9445  HISTORY     - Date     Condition        Report By
 DE9445  HISTORY     - 1999     MONUMENTED       NC1940
 DE9445
 DE9445                          STATION DESCRIPTION
 DE9445
 DE9445'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9445'STATION IS ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9445'GREENSBORO GOVERNMENT PLAZA, 1.6 MI (2.6 KM) NORTH-NORTHWEST OF
 DE9445'GUILFORD COLLEGE.
 DE9445'ALONG FLEMING ROAD, 0.4 MI (0.6 KM) SOUTHWEST OF JOSEPH BRYAN
 DE9445'BOULEVARD, IN THE NORTHEAST QUADRANT OF INTERSECTION WITH FLEMING
 DE9445'TERRACE ROAD.
 DE9445'MARK IS ABOUT LEVEL WITH A SIDEWALK AND FLUSH WITH THE GROUND. LOCATED
 DE9445'50.0 FT (15.2 M) SOUTHEAST OF CENTERLINE OF FLEMING ROAD, 21.6 FT (6.6
 DE9445'M) NORTHEAST OF THE CENTERLINE OF FLEMING TERRACE ROAD, 43.5 FT (13.3
 DE9445'M) NORTH OF FIRE HYDRANT, 18.0 FT (5.5 M) NORTHWEST OF SIDEWALK, AND
 DE9445'70.6 FT (21.5 M) EAST OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9286 ***********************************************************************
 DE9286  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9286  DESIGNATION -  168W 200
 DE9286  PID         -  DE9286
 DE9286  STATE/COUNTY-  NC/GUILFORD
 DE9286  USGS QUAD   -  GUILFORD (1994)
 DE9286
 DE9286                         *CURRENT SURVEY CONTROL
 DE9286  ___________________________________________________________________
 DE9286* NAD 83(2007)-  36 06 58.38184(N)    079 53 29.75221(W)     ADJUSTED  
 DE9286* NAVD 88     -       246.85   (meters)     809.9    (feet)  GPS OBS   
 DE9286  ___________________________________________________________________
 DE9286  EPOCH DATE  -        2002.00
 DE9286  X           -     905,388.457 (meters)                     COMP
 DE9286  Y           -  -5,078,508.065 (meters)                     COMP
 DE9286  Z           -   3,738,743.568 (meters)                     COMP
 DE9286  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 DE9286  ELLIP HEIGHT-         215.354 (meters)          (02/10/07) ADJUSTED
 DE9286  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DE9286
 DE9286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9286  Type    PID    Designation                      North   East  Ellip
 DE9286  -------------------------------------------------------------------
 DE9286  NETWORK DE9286 168W 200                          1.12   0.90   1.82
 DE9286  -------------------------------------------------------------------
 DE9286
 DE9286.The horizontal coordinates were established by GPS observations
 DE9286.and adjusted by the National Geodetic Survey in February 2007.
 DE9286
 DE9286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9286.The horizontal coordinates are valid at the epoch date displayed above.
 DE9286.The epoch date for horizontal control is a decimal equivalence
 DE9286.of Year/Month/Day.
 DE9286
 DE9286.The orthometric height was determined by GPS observations and a
 DE9286.high-resolution geoid model.
 DE9286.The orthometric height was determined by GPS observations and a
 DE9286.high-resolution geoid model using precise GPS observation and
 DE9286.processing techniques.
 DE9286
 DE9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9286
 DE9286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9286
 DE9286.The ellipsoidal height was determined by GPS observations
 DE9286.and is referenced to NAD 83.
 DE9286
 DE9286.The geoid height was determined by GEOID03.
 DE9286
 DE9286;                    North         East     Units Scale Factor Converg.
 DE9286;SPC NC       -   262,856.289   529,331.765   MT  0.99998631   -0 30 52.6
 DE9286;SPC NC       -   862,387.67  1,736,649.30   sFT  0.99998631   -0 30 52.6
 DE9286;UTM  17      - 3,997,407.523   599,752.789   MT  0.99972261   +0 39 12.1
 DE9286
 DE9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9286!SPC NC       -   0.99996620  x   0.99998631  =   0.99995251
 DE9286!UTM  17      -   0.99996620  x   0.99972261  =   0.99968882
 DE9286
 DE9286:                Primary Azimuth Mark                     Grid Az
 DE9286:SPC NC       -  167W 200                                 193 30 47.0
 DE9286:UTM  17      -  167W 200                                 192 20 42.3
 DE9286
 DE9286|---------------------------------------------------------------------|
 DE9286| PID    Reference Object                     Distance      Geod. Az  |
 DE9286|                                                           dddmmss.s |
 DE9286| DE9445 167W 200                            APPROX. 0.5 KM 1925954.4 |
 DE9286| DE9287 168W 201                            395.423 METERS 35442     |
 DE9286|---------------------------------------------------------------------|
 DE9286
 DE9286                          SUPERSEDED SURVEY CONTROL
 DE9286
 DE9286  NAD 83(2001)-  36 06 58.38216(N)    079 53 29.75195(W) AD(       ) 1
 DE9286  ELLIP H (03/13/03)  215.355  (m)                       GP(       ) 4 2
 DE9286  NAD 83(1986)-  36 06 58.38823(N)    079 53 29.76038(W) AD(       ) 1
 DE9286
 DE9286.Superseded values are not recommended for survey control.
 DE9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9286.See file dsdata.txt to determine how the superseded data were derived.
 DE9286
 DE9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9975397408(NAD 83)
 DE9286_MARKER: DD = SURVEY DISK
 DE9286_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE9286_SP_SET: BRIDGE WINGWALL
 DE9286_STAMPING: 168W.200 7/97
 DE9286_MARK LOGO: NC1940
 DE9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9286+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9286
 DE9286  HISTORY     - Date     Condition        Report By
 DE9286  HISTORY     - 1997     MONUMENTED       NC1940
 DE9286
 DE9286                          STATION DESCRIPTION
 DE9286
 DE9286'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9286'STATION IS LOCATED IN GREENSBORO, ABOUT 6.5 MI (10.5 KM)
 DE9286'WEST-NORTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 3.1 MI (5.0 KM)
 DE9286'NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE JOSEPH
 DE9286'BRYAN BOULEVARD BRIDGE OVER FLEMING ROAD.
 DE9286'STATION IS IN THE WINGWALL AT THE SOUTHEAST CORNER OF THE EASTBOUND
 DE9286'LANES BRIDGE OF JOSEPH BRYAN BOULEVARD OVER FLEMING ROAD.
 DE9286'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF EASTBOUND LANES, AND FLUSH
 DE9286'WITH THE WINGWALL. LOCATED 28.8 FT (8.8 M) SOUTHWEST OF THE CENTERLINE
 DE9286'OF EASTBOUND LANES, 0.4 FT (12.2 CM) NORTHWEST OF THE END OF THE
 DE9286'WINGWALL, 4.0 FT (1.2 M) SOUTHWEST OF A GUARD RAIL, AND 13.2 FT (4.0
 DE9286'M) SOUTHEAST OF THE EAST END OF SOUTH BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9287 ***********************************************************************
 DE9287  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9287  DESIGNATION -  168W 201
 DE9287  PID         -  DE9287
 DE9287  STATE/COUNTY-  NC/GUILFORD
 DE9287  USGS QUAD   -  GUILFORD (1994)
 DE9287
 DE9287                         *CURRENT SURVEY CONTROL
 DE9287  ___________________________________________________________________
 DE9287* NAD 83(2007)-  36 07 11.15613(N)    079 53 31.21086(W)     ADJUSTED  
 DE9287* NAVD 88     -       240.87   (meters)     790.3    (feet)  GPS OBS   
 DE9287  ___________________________________________________________________
 DE9287  EPOCH DATE  -        2002.00
 DE9287  X           -     905,310.958 (meters)                     COMP
 DE9287  Y           -  -5,078,281.200 (meters)                     COMP
 DE9287  Z           -   3,739,058.102 (meters)                     COMP
 DE9287  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 DE9287  ELLIP HEIGHT-         209.350 (meters)          (02/10/07) ADJUSTED
 DE9287  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE9287
 DE9287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9287  Type    PID    Designation                      North   East  Ellip
 DE9287  -------------------------------------------------------------------
 DE9287  NETWORK DE9287 168W 201                          2.00   1.45   2.90
 DE9287  -------------------------------------------------------------------
 DE9287
 DE9287.The horizontal coordinates were established by GPS observations
 DE9287.and adjusted by the National Geodetic Survey in February 2007.
 DE9287
 DE9287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9287.The horizontal coordinates are valid at the epoch date displayed above.
 DE9287.The epoch date for horizontal control is a decimal equivalence
 DE9287.of Year/Month/Day.
 DE9287
 DE9287.The orthometric height was determined by GPS observations and a
 DE9287.high-resolution geoid model.
 DE9287.The orthometric height was determined by GPS observations and a
 DE9287.high-resolution geoid model using precise GPS observation and
 DE9287.processing techniques.
 DE9287
 DE9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9287
 DE9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9287
 DE9287.The ellipsoidal height was determined by GPS observations
 DE9287.and is referenced to NAD 83.
 DE9287
 DE9287.The geoid height was determined by GEOID03.
 DE9287
 DE9287;                    North         East     Units Scale Factor Converg.
 DE9287;SPC NC       -   263,250.332   529,298.826   MT  0.99998725   -0 30 53.4
 DE9287;SPC NC       -   863,680.46  1,736,541.23   sFT  0.99998725   -0 30 53.4
 DE9287;UTM  17      - 3,997,800.709   599,711.836   MT  0.99972250   +0 39 11.5
 DE9287
 DE9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9287!SPC NC       -   0.99996714  x   0.99998725  =   0.99995439
 DE9287!UTM  17      -   0.99996714  x   0.99972250  =   0.99968965
 DE9287
 DE9287|---------------------------------------------------------------------|
 DE9287| PID    Reference Object                     Distance      Geod. Az  |
 DE9287|                                                           dddmmss.s |
 DE9287| DE9286 168W 200                            395.423 METERS 17442     |
 DE9287|---------------------------------------------------------------------|
 DE9287
 DE9287                          SUPERSEDED SURVEY CONTROL
 DE9287
 DE9287  NAD 83(2001)-  36 07 11.15645(N)    079 53 31.21059(W) AD(       ) 1
 DE9287  ELLIP H (03/13/03)  209.351  (m)                       GP(       ) 4 2
 DE9287  NAD 83(1986)-  36 07 11.16254(N)    079 53 31.21897(W) AD(       ) 1
 DE9287
 DE9287.Superseded values are not recommended for survey control.
 DE9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9287.See file dsdata.txt to determine how the superseded data were derived.
 DE9287
 DE9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9971297801(NAD 83)
 DE9287_MARKER: DD = SURVEY DISK
 DE9287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9287_STAMPING: 168W.201 7/97
 DE9287_MARK LOGO: NC1940
 DE9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9287+STABILITY: SURFACE MOTION
 DE9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9287+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9287
 DE9287  HISTORY     - Date     Condition        Report By
 DE9287  HISTORY     - 1997     MONUMENTED       NC1940
 DE9287
 DE9287                          STATION DESCRIPTION
 DE9287
 DE9287'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9287'STATION IS LOCATED IN GREENSBORO, ABOUT 6.7 MI (10.8 KM)
 DE9287'WEST-NORTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 3.4 MI (5.5 KM)
 DE9287'NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9287'INTERSECTION OF FLEMING ROAD AND COUNTRY WOODS LANE.
 DE9287'ALONG FLEMING ROAD FOR 0.2 MI (0.3 KM) NORTH FROM THE JOSEPH BRYAN
 DE9287'BOULEVARD BRIDGE TO COUNTRY WOODS LANE AND STATION IN THE SOUTHWEST
 DE9287'QUADRANT OF INTERSECTION.
 DE9287'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF FLEMING ROAD, AND
 DE9287'RECESSED 3-INCHES BELOW GROUND. LOCATED 53.3 FT (16.2 M) WEST OF THE
 DE9287'CENTERLINE OF FLEMING ROAD, 45.1 FT (13.7 M) SOUTH OF CENTERLINE OF
 DE9287'COUNTRY WOODS LANE, 15.5 FT (4.7 M) WEST-SOUTHWEST OF A FIRE HYDRANT,
 DE9287'AND 30.8 FT (9.4 M) NORTH OF A POWER POLE WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1469 ***********************************************************************
 EB1469  DESIGNATION -  169 HLZ
 EB1469  PID         -  EB1469
 EB1469  STATE/COUNTY-  NC/PENDER
 EB1469  USGS QUAD   -  CURRIE (1988)
 EB1469
 EB1469                         *CURRENT SURVEY CONTROL
 EB1469  ___________________________________________________________________
 EB1469* NAD 83(1986)-  34 28 15.     (N)    078 04 36.     (W)     SCALED    
 EB1469* NAVD 88     -        11.239  (meters)      36.87   (feet)  ADJUSTED  
 EB1469  ___________________________________________________________________
 EB1469  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EB1469  DYNAMIC HT  -          11.228 (meters)      36.84  (feet)  COMP
 EB1469  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 EB1469
 EB1469  VERT ORDER  -  FIRST     CLASS II
 EB1469
 EB1469.The horizontal coordinates were scaled from a topographic map and have
 EB1469.an estimated accuracy of +/- 6 seconds.
 EB1469
 EB1469.The orthometric height was determined by differential leveling
 EB1469.and adjusted in June 1991.
 EB1469
 EB1469.The geoid height was determined by GEOID03.
 EB1469
 EB1469.The dynamic height is computed by dividing the NAVD 88
 EB1469.geopotential number by the normal gravity value computed on the
 EB1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1469.degrees latitude (g = 980.6199 gals.).
 EB1469
 EB1469.The modeled gravity was interpolated from observed gravity values.
 EB1469
 EB1469;                    North         East    Units  Estimated Accuracy
 EB1469;SPC NC       -    80,360.      694,430.      MT  (+/- 180 meters Scaled)
 EB1469
 EB1469                          SUPERSEDED SURVEY CONTROL
 EB1469
 EB1469  NGVD 29 (10/06/93)   11.520  (m)           37.80   (f) ADJUSTED    1 2
 EB1469
 EB1469.Superseded values are not recommended for survey control.
 EB1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1469.See file dsdata.txt to determine how the superseded data were derived.
 EB1469
 EB1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU685182(NAD 83)
 EB1469_MARKER: DB = BENCH MARK DISK
 EB1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1469_SP_SET: CONCRETE POST
 EB1469_STAMPING: 169 HLZ 1969
 EB1469_MARK LOGO: USGS  
 EB1469_PROJECTION: PROJECTING 5 CENTIMETERS
 EB1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1469+STABILITY: SURFACE MOTION
 EB1469
 EB1469  HISTORY     - Date     Condition        Report By
 EB1469  HISTORY     - 1969     MONUMENTED       USGS
 EB1469  HISTORY     - 1980     GOOD             NCGS
 EB1469
 EB1469                          STATION DESCRIPTION
 EB1469
 EB1469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1469'1.4 MI ENE FROM CURRIE.
 EB1469'1.8 MILES NORTHWEST ALONG N.C. 210 FROM INTERSECTION WITH U.S. 421
 EB1469'EAST OF CURRIE AND AT CROSSROAD WITH SR 1119 AND SR 1121, 49.9 FEET
 EB1469'NORTHEAST OF CENTERLINE OF N.C. 210, 92.7 FEET SOUTHEAST OF CENTERLINE
 EB1469'OF SR 1119, 113 FEET EAST OF CENTER OF INTERSECTION AND 36.0 FEET
 EB1469'NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EB1469'THE MARK IS 0.5 FT  SW FROM A WITNESS POST.
 EB1469'THE MARK IS 1 FT ABOVE INTERSECTION JUNCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1665 ***********************************************************************
 FB1665  DESIGNATION -  1695.3
 FB1665  PID         -  FB1665
 FB1665  STATE/COUNTY-  NC/SWAIN
 FB1665  USGS QUAD   -  TAPOCO (1978)
 FB1665
 FB1665                         *CURRENT SURVEY CONTROL
 FB1665  ___________________________________________________________________
 FB1665* NAD 83(1986)-  35 28 17.     (N)    083 54 00.     (W)     SCALED    
 FB1665* NAVD 88     -       516.855  (meters)    1695.72   (feet)  ADJUSTED  
 FB1665  ___________________________________________________________________
 FB1665  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FB1665  DYNAMIC HT  -         516.347 (meters)    1694.05  (feet)  COMP
 FB1665  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 FB1665
 FB1665  VERT ORDER  -  FIRST     CLASS II
 FB1665
 FB1665.The horizontal coordinates were scaled from a topographic map and have
 FB1665.an estimated accuracy of +/- 6 seconds.
 FB1665
 FB1665.The orthometric height was determined by differential leveling
 FB1665.and adjusted in June 1991.
 FB1665
 FB1665.The geoid height was determined by GEOID03.
 FB1665
 FB1665.The dynamic height is computed by dividing the NAVD 88
 FB1665.geopotential number by the normal gravity value computed on the
 FB1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1665.degrees latitude (g = 980.6199 gals.).
 FB1665
 FB1665.The modeled gravity was interpolated from observed gravity values.
 FB1665
 FB1665;                    North         East    Units  Estimated Accuracy
 FB1665;SPC NC       -   201,930.      165,100.      MT  (+/- 180 meters Scaled)
 FB1665
 FB1665                          SUPERSEDED SURVEY CONTROL
 FB1665
 FB1665  NGVD 29 (??/??/92)  516.957  (m)         1696.05   (f) ADJ UNCH    1 2
 FB1665
 FB1665.Superseded values are not recommended for survey control.
 FB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1665.See file dsdata.txt to determine how the superseded data were derived.
 FB1665
 FB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV368291(NAD 83)
 FB1665_MARKER: Q = CHISELED SQUARE
 FB1665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1665_SP_SET: CULVERT
 FB1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1665
 FB1665  HISTORY     - Date     Condition        Report By
 FB1665  HISTORY     - UNK      MONUMENTED       USGS
 FB1665  HISTORY     - 1952     GOOD             TVA
 FB1665
 FB1665                          STATION DESCRIPTION
 FB1665
 FB1665'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1665'9 MI W FROM FONTANA.
 FB1665'9.0 MILES WEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY 288,
 FB1665'2.2 MILES SOUTHEAST OF THE NORTH CAROLINA-TENNESSEE STATE LINE,
 FB1665'AT A 4- BY 6-FOOT CONCRETE CULVERT, ON THE TOP OF THE NORTH
 FB1665'HEADWALL, 10 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 FB1665'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9295 ***********************************************************************
 DE9295  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9295  DESIGNATION -  169E 200
 DE9295  PID         -  DE9295
 DE9295  STATE/COUNTY-  NC/GUILFORD
 DE9295  USGS QUAD   -  SUMMERFIELD (1994)
 DE9295
 DE9295                         *CURRENT SURVEY CONTROL
 DE9295  ___________________________________________________________________
 DE9295* NAD 83(2007)-  36 07 54.01396(N)    079 53 13.45476(W)     ADJUSTED  
 DE9295* NAVD 88     -       261.36   (meters)     857.5    (feet)  GPS OBS   
 DE9295  ___________________________________________________________________
 DE9295  EPOCH DATE  -        2002.00
 DE9295  X           -     905,614.258 (meters)                     COMP
 DE9295  Y           -  -5,077,452.768 (meters)                     COMP
 DE9295  Z           -   3,740,137.182 (meters)                     COMP
 DE9295  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 DE9295  ELLIP HEIGHT-         229.783 (meters)          (02/10/07) ADJUSTED
 DE9295  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DE9295
 DE9295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9295  Type    PID    Designation                      North   East  Ellip
 DE9295  -------------------------------------------------------------------
 DE9295  NETWORK DE9295 169E 200                          1.06   0.76   1.47
 DE9295  -------------------------------------------------------------------
 DE9295
 DE9295.The horizontal coordinates were established by GPS observations
 DE9295.and adjusted by the National Geodetic Survey in February 2007.
 DE9295
 DE9295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9295.The horizontal coordinates are valid at the epoch date displayed above.
 DE9295.The epoch date for horizontal control is a decimal equivalence
 DE9295.of Year/Month/Day.
 DE9295
 DE9295.The orthometric height was determined by GPS observations and a
 DE9295.high-resolution geoid model.
 DE9295.The orthometric height was determined by GPS observations and a
 DE9295.high-resolution geoid model using precise GPS observation and
 DE9295.processing techniques.
 DE9295
 DE9295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9295
 DE9295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9295
 DE9295.The ellipsoidal height was determined by GPS observations
 DE9295.and is referenced to NAD 83.
 DE9295
 DE9295.The geoid height was determined by GEOID03.
 DE9295
 DE9295;                    North         East     Units Scale Factor Converg.
 DE9295;SPC NC       -   264,567.275   529,754.643   MT  0.99999042   -0 30 43.2
 DE9295;SPC NC       -   868,001.13  1,738,036.69   sFT  0.99999042   -0 30 43.2
 DE9295;UTM  17      - 3,999,126.318   600,140.596   MT  0.99972356   +0 39 22.6
 DE9295
 DE9295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9295!SPC NC       -   0.99996394  x   0.99999042  =   0.99995436
 DE9295!UTM  17      -   0.99996394  x   0.99972356  =   0.99968751
 DE9295
 DE9295:                Primary Azimuth Mark                     Grid Az
 DE9295:SPC NC       -  170E 200                                 005 30 54.5
 DE9295:UTM  17      -  170E 200                                 004 20 48.7
 DE9295
 DE9295|---------------------------------------------------------------------|
 DE9295| PID    Reference Object                     Distance      Geod. Az  |
 DE9295|                                                           dddmmss.s |
 DE9295| DE9294 170E 200                            APPROX. 0.6 KM 0050011.3 |
 DE9295| DE9443 169E 201                            APPROX. 0.6 KM 1751345.0 |
 DE9295|---------------------------------------------------------------------|
 DE9295
 DE9295                          SUPERSEDED SURVEY CONTROL
 DE9295
 DE9295  NAD 83(2001)-  36 07 54.01435(N)    079 53 13.45444(W) AD(       ) 1
 DE9295  ELLIP H (03/13/03)  229.786  (m)                       GP(       ) 4 2
 DE9295  NAD 83(1986)-  36 07 54.02056(N)    079 53 13.46237(W) AD(       ) 1
 DE9295
 DE9295.Superseded values are not recommended for survey control.
 DE9295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9295.See file dsdata.txt to determine how the superseded data were derived.
 DE9295
 DE9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0014199126(NAD 83)
 DE9295_MARKER: DD = SURVEY DISK
 DE9295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9295_STAMPING: 169E.200 7/97
 DE9295_MARK LOGO: NC1940
 DE9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9295+STABILITY: SURFACE MOTION
 DE9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9295+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9295
 DE9295  HISTORY     - Date     Condition        Report By
 DE9295  HISTORY     - 1997     MONUMENTED       NC1940
 DE9295
 DE9295                          STATION DESCRIPTION
 DE9295
 DE9295'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9295'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF THE
 DE9295'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 4.2 MI (6.8 KM) NORTHEAST
 DE9295'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ACROSS HORSE PEN CREEK
 DE9295'ROAD FROM MONTESSORI SCHOOL.
 DE9295'ALONG HORSE PEN CREEK ROAD FOR 1.3 MI (2.1 KM) NORTH FROM THE
 DE9295'INTERSECTION WITH NEW GARDEN ROAD (NEAR JUNCTION WITH JOSEPH BRYAN
 DE9295'BOULEVARD) TO STATION, AT HOUSE NUMBER 2855 AND ACROSS FROM SCHOOL.
 DE9295'MARK IS ABOUT 1/2-FEET LOWER THAN THE CENTER OF ROAD. LOCATED 21.2 FT
 DE9295'(6.5 M) WEST OF THE CENTERLINE OF HORSE PEN CREEK ROAD, 49.7 FT (15.1
 DE9295'M) NORTHWEST OF FIRE HYDRANT, AND 92.3 FT (28.1 M) SOUTH OF UTILITY
 DE9295'POLE AND PEDESTAL (AT BARBED WIRE FENCE CORNER).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9443 ***********************************************************************
 DE9443  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9443  DESIGNATION -  169E 201
 DE9443  PID         -  DE9443
 DE9443  STATE/COUNTY-  NC/GUILFORD
 DE9443  USGS QUAD   -  SUMMERFIELD (1994)
 DE9443
 DE9443                         *CURRENT SURVEY CONTROL
 DE9443  ___________________________________________________________________
 DE9443* NAD 83(2007)-  36 07 36.12540(N)    079 53 11.61463(W)     ADJUSTED  
 DE9443* NAVD 88     -       254.59   (meters)     835.3    (feet)  GPS OBS   
 DE9443  ___________________________________________________________________
 DE9443  EPOCH DATE  -        2002.00
 DE9443  X           -     905,715.687 (meters)                     COMP
 DE9443  Y           -  -5,077,759.382 (meters)                     COMP
 DE9443  Z           -   3,739,687.854 (meters)                     COMP
 DE9443  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 DE9443  ELLIP HEIGHT-         223.042 (meters)          (02/10/07) ADJUSTED
 DE9443  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DE9443
 DE9443  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9443  Type    PID    Designation                      North   East  Ellip
 DE9443  -------------------------------------------------------------------
 DE9443  NETWORK DE9443 169E 201                          1.18   0.88   1.96
 DE9443  -------------------------------------------------------------------
 DE9443
 DE9443.The horizontal coordinates were established by GPS observations
 DE9443.and adjusted by the National Geodetic Survey in February 2007.
 DE9443
 DE9443.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9443.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9443.The horizontal coordinates are valid at the epoch date displayed above.
 DE9443.The epoch date for horizontal control is a decimal equivalence
 DE9443.of Year/Month/Day.
 DE9443
 DE9443.The orthometric height was determined by GPS observations and a
 DE9443.high-resolution geoid model.
 DE9443.The orthometric height was determined by GPS observations and a
 DE9443.high-resolution geoid model using precise GPS observation and
 DE9443.processing techniques.
 DE9443
 DE9443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9443
 DE9443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9443
 DE9443.The ellipsoidal height was determined by GPS observations
 DE9443.and is referenced to NAD 83.
 DE9443
 DE9443.The geoid height was determined by GEOID03.
 DE9443
 DE9443;                    North         East     Units Scale Factor Converg.
 DE9443;SPC NC       -   264,015.520   529,795.727   MT  0.99998909   -0 30 42.1
 DE9443;SPC NC       -   866,190.92  1,738,171.48   sFT  0.99998909   -0 30 42.1
 DE9443;UTM  17      - 3,998,575.662   600,192.907   MT  0.99972369   +0 39 23.4
 DE9443
 DE9443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9443!SPC NC       -   0.99996500  x   0.99998909  =   0.99995409
 DE9443!UTM  17      -   0.99996500  x   0.99972369  =   0.99968870
 DE9443
 DE9443:                Primary Azimuth Mark                     Grid Az
 DE9443:SPC NC       -  169E 200                                 355 44 28.2
 DE9443:UTM  17      -  169E 200                                 354 34 22.7
 DE9443
 DE9443|---------------------------------------------------------------------|
 DE9443| PID    Reference Object                     Distance      Geod. Az  |
 DE9443|                                                           dddmmss.s |
 DE9443| DE9295 169E 200                            APPROX. 0.6 KM 3551346.1 |
 DE9443|---------------------------------------------------------------------|
 DE9443
 DE9443                          SUPERSEDED SURVEY CONTROL
 DE9443
 DE9443  NAD 83(2001)-  36 07 36.12579(N)    079 53 11.61428(W) AD(       ) 1
 DE9443  ELLIP H (03/13/03)  223.042  (m)                       GP(       ) 4 2
 DE9443  NAD 83(1986)-  36 07 36.13199(N)    079 53 11.62207(W) AD(       ) 1
 DE9443
 DE9443.Superseded values are not recommended for survey control.
 DE9443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9443.See file dsdata.txt to determine how the superseded data were derived.
 DE9443
 DE9443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0019398576(NAD 83)
 DE9443_MARKER: DD = SURVEY DISK
 DE9443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9443_STAMPING: 169E201 1999
 DE9443_MARK LOGO: NC1940
 DE9443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9443+STABILITY: SURFACE MOTION
 DE9443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9443+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9443
 DE9443  HISTORY     - Date     Condition        Report By
 DE9443  HISTORY     - 1999     MONUMENTED       NC1940
 DE9443
 DE9443                          STATION DESCRIPTION
 DE9443
 DE9443'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9443'STATION IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9443'GOVERNMENT PLAZA, AND 2.6 MI (4.2 KM) NORTH OF GUILFORD COLLEGE.
 DE9443'PROCEED ALONG NEW GARDEN ROAD FOR 0.1 MI (0.2 KM) NORTHEAST FROM
 DE9443'JOSEPH BRYAN BOULEVARD, THENCE 1.2 MI (1.9 KM) NORTH ALONG HORSE PEN
 DE9443'CREEK ROAD TO STATION, 65 FT (19.8 M) SOUTHEAST OF INTERSECTION WITH
 DE9443'BRIARGROVE COURT AND AT THE CROSSING OF THE COLONIAL PIPELINE.
 DE9443'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 2-INCHES BELOW THE
 DE9443'GROUND. LOCATED 23.1 FT (7.0 M) EAST OF THE CENTERLINE OF ROAD, 25.5
 DE9443'FT (7.8 M) NORTH OF CORNER POST OF A 6-FOOT CHAIN LINK FENCE, 7.8 FT
 DE9443'(2.4 M) WEST OF FENCE, 11.6 FT (3.5 M) SOUTH-SOUTHEAST OF--40 MPH
 DE9443'SPEED LIMIT--SIGN, AND 42.7 FT (13.0 M) NORTH-NORTHEAST OF
 DE9443'NORTHERNMOST GASLINE YELLOW MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9455 ***********************************************************************
 DE9455  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9455  DESIGNATION -  169W 200
 DE9455  PID         -  DE9455
 DE9455  STATE/COUNTY-  NC/GUILFORD
 DE9455  USGS QUAD   -  SUMMERFIELD (1994)
 DE9455
 DE9455                         *CURRENT SURVEY CONTROL
 DE9455  ___________________________________________________________________
 DE9455* NAD 83(2007)-  36 07 54.81546(N)    079 53 45.76876(W)     ADJUSTED  
 DE9455* NAVD 88     -       272.37   (meters)     893.6    (feet)  GPS OBS   
 DE9455  ___________________________________________________________________
 DE9455  EPOCH DATE  -        2002.00
 DE9455  X           -     904,817.800 (meters)                     COMP
 DE9455  Y           -  -5,077,588.971 (meters)                     COMP
 DE9455  Z           -   3,740,163.610 (meters)                     COMP
 DE9455  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9455  ELLIP HEIGHT-         240.763 (meters)          (02/10/07) ADJUSTED
 DE9455  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 DE9455
 DE9455  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9455  Type    PID    Designation                      North   East  Ellip
 DE9455  -------------------------------------------------------------------
 DE9455  NETWORK DE9455 169W 200                          1.06   0.82   1.51
 DE9455  -------------------------------------------------------------------
 DE9455
 DE9455.The horizontal coordinates were established by GPS observations
 DE9455.and adjusted by the National Geodetic Survey in February 2007.
 DE9455
 DE9455.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9455.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9455.The horizontal coordinates are valid at the epoch date displayed above.
 DE9455.The epoch date for horizontal control is a decimal equivalence
 DE9455.of Year/Month/Day.
 DE9455
 DE9455.The orthometric height was determined by GPS observations and a
 DE9455.high-resolution geoid model.
 DE9455.The orthometric height was determined by GPS observations and a
 DE9455.high-resolution geoid model using precise GPS observation and
 DE9455.processing techniques.
 DE9455
 DE9455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9455
 DE9455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9455
 DE9455.The ellipsoidal height was determined by GPS observations
 DE9455.and is referenced to NAD 83.
 DE9455
 DE9455.The geoid height was determined by GEOID03.
 DE9455
 DE9455;                    North         East     Units Scale Factor Converg.
 DE9455;SPC NC       -   264,599.235   528,946.934   MT  0.99999048   -0 31 01.8
 DE9455;SPC NC       -   868,105.99  1,735,386.73   sFT  0.99999048   -0 31 01.8
 DE9455;UTM  17      - 3,999,141.800   599,332.620   MT  0.99972157   +0 39 03.6
 DE9455
 DE9455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9455!SPC NC       -   0.99996221  x   0.99999048  =   0.99995269
 DE9455!UTM  17      -   0.99996221  x   0.99972157  =   0.99968379
 DE9455
 DE9455:                Primary Azimuth Mark                     Grid Az
 DE9455:SPC NC       -  170W 200                                 005 28 48.3
 DE9455:UTM  17      -  170W 200                                 004 18 42.9
 DE9455
 DE9455|---------------------------------------------------------------------|
 DE9455| PID    Reference Object                     Distance      Geod. Az  |
 DE9455|                                                           dddmmss.s |
 DE9455| DE9292 170W 200                            APPROX. 0.6 KM 0045746.5 |
 DE9455|---------------------------------------------------------------------|
 DE9455
 DE9455                          SUPERSEDED SURVEY CONTROL
 DE9455
 DE9455  NAD 83(2001)-  36 07 54.81576(N)    079 53 45.76848(W) AD(       ) 1
 DE9455  ELLIP H (03/13/03)  240.765  (m)                       GP(       ) 4 2
 DE9455  NAD 83(1986)-  36 07 54.82191(N)    079 53 45.77671(W) AD(       ) 1
 DE9455
 DE9455.Superseded values are not recommended for survey control.
 DE9455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9455.See file dsdata.txt to determine how the superseded data were derived.
 DE9455
 DE9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9933399142(NAD 83)
 DE9455_MARKER: DD = SURVEY DISK
 DE9455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9455_STAMPING: 169W200 1999
 DE9455_MARK LOGO: NC1940
 DE9455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9455+STABILITY: SURFACE MOTION
 DE9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9455+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9455
 DE9455  HISTORY     - Date     Condition        Report By
 DE9455  HISTORY     - 1999     MONUMENTED       NC1940
 DE9455
 DE9455                          STATION DESCRIPTION
 DE9455
 DE9455'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9455'STATION IS ABOUT 7.1 MI (11.4 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9455'GOVERNMENT PLAZA, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF GUILFORD COLLEGE.
 DE9455'PROCEED ALONG FLEMING ROAD, 1.2 MI (1.9 KM) NORTH FROM JOSEPH BRYAN
 DE9455'BOULEVARD, THENCE NORTHEAST ALONG SR 2124 (LEWISTON ROAD) FOR 0.7 MI
 DE9455'(1.1 KM) TO STATION IN THE SOUTHERN QUADRANT OF INTERSECTION WITH SR
 DE9455'2185 (ONEIDA ROAD).
 DE9455'MARK IS ABOUT 1-FOOT LOWER THAN CENTER OF ROAD AND RECESSED 1-INCH
 DE9455'BELOW THE GROUND. LOCATED 29.5 FT (9.0 M) SOUTHEAST OF CENTERLINE OF
 DE9455'SR 2124, 28.0 FT (8.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 2185,
 DE9455'5.2 FT (1.6 M) SOUTH OF EDGE OF PAVEMENT, 10.7 FT (3.3 M) NORTHWEST OF
 DE9455'A STREET SIGN, AND 41.6 FT (12.7 M) WEST-SOUTHWEST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9396 ***********************************************************************
 DE9396  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9396  DESIGNATION -  16E 200
 DE9396  PID         -  DE9396
 DE9396  STATE/COUNTY-  NC/GUILFORD
 DE9396  USGS QUAD   -  GREENSBORO (1994)
 DE9396
 DE9396                         *CURRENT SURVEY CONTROL
 DE9396  ___________________________________________________________________
 DE9396* NAD 83(2007)-  36 03 29.36509(N)    079 45 02.36156(W)     ADJUSTED  
 DE9396* NAVD 88     -       238.82   (meters)     783.5    (feet)  GPS OBS   
 DE9396  ___________________________________________________________________
 DE9396  EPOCH DATE  -        2002.00
 DE9396  X           -     918,552.507 (meters)                     COMP
 DE9396  Y           -  -5,079,994.066 (meters)                     COMP
 DE9396  Z           -   3,733,532.922 (meters)                     COMP
 DE9396  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 DE9396  ELLIP HEIGHT-         208.167 (meters)          (02/10/07) ADJUSTED
 DE9396  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9396
 DE9396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9396  Type    PID    Designation                      North   East  Ellip
 DE9396  -------------------------------------------------------------------
 DE9396  NETWORK DE9396 16E 200                           1.12   0.96   1.71
 DE9396  -------------------------------------------------------------------
 DE9396
 DE9396.The horizontal coordinates were established by GPS observations
 DE9396.and adjusted by the National Geodetic Survey in February 2007.
 DE9396
 DE9396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9396.The horizontal coordinates are valid at the epoch date displayed above.
 DE9396.The epoch date for horizontal control is a decimal equivalence
 DE9396.of Year/Month/Day.
 DE9396
 DE9396.The orthometric height was determined by GPS observations and a
 DE9396.high-resolution geoid model.
 DE9396.The orthometric height was determined by GPS observations and a
 DE9396.high-resolution geoid model using precise GPS observation and
 DE9396.processing techniques.
 DE9396
 DE9396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9396
 DE9396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9396
 DE9396.The ellipsoidal height was determined by GPS observations
 DE9396.and is referenced to NAD 83.
 DE9396
 DE9396.The geoid height was determined by GEOID03.
 DE9396
 DE9396;                    North         East     Units Scale Factor Converg.
 DE9396;SPC NC       -   256,309.256   541,971.607   MT  0.99997152   -0 25 59.7
 DE9396;SPC NC       -   840,907.95  1,778,118.51   sFT  0.99997152   -0 25 59.7
 DE9396;UTM  17      - 3,991,121.090   612,520.436   MT  0.99975600   +0 44 07.6
 DE9396
 DE9396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9396!SPC NC       -   0.99996733  x   0.99997152  =   0.99993885
 DE9396!UTM  17      -   0.99996733  x   0.99975600  =   0.99972334
 DE9396
 DE9396:                Primary Azimuth Mark                     Grid Az
 DE9396:SPC NC       -  A AND T                                  112 11 13.8
 DE9396:UTM  17      -  A AND T                                  111 01 06.5
 DE9396
 DE9396|---------------------------------------------------------------------|
 DE9396| PID    Reference Object                     Distance      Geod. Az  |
 DE9396|                                                           dddmmss.s |
 DE9396| FY3493 A AND T                             APPROX. 0.5 KM 1114514.1 |
 DE9396| DE9398 17E 201                             333.219 METERS 20636     |
 DE9396|---------------------------------------------------------------------|
 DE9396
 DE9396                          SUPERSEDED SURVEY CONTROL
 DE9396
 DE9396  NAD 83(2001)-  36 03 29.36518(N)    079 45 02.36135(W) AD(       ) 1
 DE9396  ELLIP H (03/13/03)  208.155  (m)                       GP(       ) 4 2
 DE9396  NAD 83(1986)-  36 03 29.37158(N)    079 45 02.36797(W) AD(       ) 1
 DE9396
 DE9396.Superseded values are not recommended for survey control.
 DE9396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9396.See file dsdata.txt to determine how the superseded data were derived.
 DE9396
 DE9396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1252091121(NAD 83)
 DE9396_MARKER: DD = SURVEY DISK
 DE9396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9396_STAMPING: 16E200 1999
 DE9396_MARK LOGO: NC1940
 DE9396_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9396+STABILITY: SURFACE MOTION
 DE9396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9396+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9396
 DE9396  HISTORY     - Date     Condition        Report By
 DE9396  HISTORY     - 1999     MONUMENTED       NC1940
 DE9396  HISTORY     - 20050306 GOOD             USPSQD
 DE9396  HISTORY     - 20060803 GOOD             USPSQD
 DE9396
 DE9396                          STATION DESCRIPTION
 DE9396
 DE9396'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9396'STATION IS ABOUT 2.5 MI (4.0 KM) EAST-SOUTHEAST OF THE DOWNTOWN
 DE9396'GREENSBORO GOVERNMENT PLAZA, IN THE DUDLEY HEIGHTS COMMUNITY.
 DE9396'LOCATED ALONG NC 6 (EAST LEE STREET) 1.0 MI (1.6 KM) NORTHWEST OF I-85
 DE9396'AND I-40, IN THE MEDIAN OF NC 6 ABOUT 100-FEET NORTHWEST OF
 DE9396'INTERSECTION WITH PEAR STREET (WEST) AND CYRIL STREET (NORTH).
 DE9396'MARK IS ABOUT 1/2-FOOT LOWER THAN CENTER OF THE WEST BOUND LANES, AND
 DE9396'3-INCHES BELOW THE GROUND. LOCATED 18.1 FT (5.5 M) SOUTH-SOUTHWEST OF
 DE9396'THE CENTERLINE OF WEST BOUND LANES OF NC 6, 105.4 FT (32.1 M)
 DE9396'WEST-NORTHWEST OF THE CENTER OF THE MEDIAN CROSSOVER PAVEMENT, 43.5 FT
 DE9396'(13.3 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE SLAB OVER A
 DE9396'YARD INLET, AND 29.4 FT (9.0 M) NORTH-NORTHWEST OF A--DO NOT
 DE9396'ENTER--SIGN FACING PEAR STREET.
 DE9396
 DE9396                          STATION RECOVERY (2005)
 DE9396
 DE9396'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9396'RECOVERED IN GOOD CONDITION.
 DE9396
 DE9396                          STATION RECOVERY (2006)
 DE9396
 DE9396'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9403 ***********************************************************************
 DE9403  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9403  DESIGNATION -  16E 201
 DE9403  PID         -  DE9403
 DE9403  STATE/COUNTY-  NC/GUILFORD
 DE9403  USGS QUAD   -  GREENSBORO (1994)
 DE9403
 DE9403                         *CURRENT SURVEY CONTROL
 DE9403  ___________________________________________________________________
 DE9403* NAD 83(2007)-  36 03 44.55561(N)    079 45 18.48194(W)     ADJUSTED  
 DE9403* NAVD 88     -       242.90   (meters)     796.9    (feet)  GPS OBS   
 DE9403  ___________________________________________________________________
 DE9403  EPOCH DATE  -        2002.00
 DE9403  X           -     918,107.044 (meters)                     COMP
 DE9403  Y           -  -5,079,797.826 (meters)                     COMP
 DE9403  Z           -   3,733,913.803 (meters)                     COMP
 DE9403  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DE9403  ELLIP HEIGHT-         212.196 (meters)          (02/10/07) ADJUSTED
 DE9403  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE9403
 DE9403  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9403  Type    PID    Designation                      North   East  Ellip
 DE9403  -------------------------------------------------------------------
 DE9403  NETWORK DE9403 16E 201                           1.55   1.16   2.29
 DE9403  -------------------------------------------------------------------
 DE9403
 DE9403.The horizontal coordinates were established by GPS observations
 DE9403.and adjusted by the National Geodetic Survey in February 2007.
 DE9403
 DE9403.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9403.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9403.The horizontal coordinates are valid at the epoch date displayed above.
 DE9403.The epoch date for horizontal control is a decimal equivalence
 DE9403.of Year/Month/Day.
 DE9403
 DE9403.The orthometric height was determined by GPS observations and a
 DE9403.high-resolution geoid model.
 DE9403.The orthometric height was determined by GPS observations and a
 DE9403.high-resolution geoid model using precise GPS observation and
 DE9403.processing techniques.
 DE9403
 DE9403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9403
 DE9403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9403
 DE9403.The ellipsoidal height was determined by GPS observations
 DE9403.and is referenced to NAD 83.
 DE9403
 DE9403.The geoid height was determined by GEOID03.
 DE9403
 DE9403;                    North         East     Units Scale Factor Converg.
 DE9403;SPC NC       -   256,780.495   541,571.746   MT  0.99997256   -0 26 09.0
 DE9403;SPC NC       -   842,454.01  1,776,806.64   sFT  0.99997256   -0 26 09.0
 DE9403;UTM  17      - 3,991,583.975   612,111.135   MT  0.99975487   +0 43 58.4
 DE9403
 DE9403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9403!SPC NC       -   0.99996670  x   0.99997256  =   0.99993926
 DE9403!UTM  17      -   0.99996670  x   0.99975487  =   0.99972158
 DE9403
 DE9403|---------------------------------------------------------------------|
 DE9403| PID    Reference Object                     Distance      Geod. Az  |
 DE9403|                                                           dddmmss.s |
 DE9403| DE9404 16E 202                             383.820 METERS 00141     |
 DE9403|---------------------------------------------------------------------|
 DE9403
 DE9403                          SUPERSEDED SURVEY CONTROL
 DE9403
 DE9403  NAD 83(2001)-  36 03 44.55584(N)    079 45 18.48180(W) AD(       ) 1
 DE9403  ELLIP H (03/13/03)  212.192  (m)                       GP(       ) 4 2
 DE9403  NAD 83(1986)-  36 03 44.56183(N)    079 45 18.48854(W) AD(       ) 1
 DE9403
 DE9403.Superseded values are not recommended for survey control.
 DE9403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9403.See file dsdata.txt to determine how the superseded data were derived.
 DE9403
 DE9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1211191584(NAD 83)
 DE9403_MARKER: DD = SURVEY DISK
 DE9403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9403_STAMPING: 16E201 1999
 DE9403_MARK LOGO: NC1940
 DE9403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9403+STABILITY: SURFACE MOTION
 DE9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9403+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9403
 DE9403  HISTORY     - Date     Condition        Report By
 DE9403  HISTORY     - 1999     MONUMENTED       NC1940
 DE9403  HISTORY     - 20050306 GOOD             USPSQD
 DE9403  HISTORY     - 20060803 GOOD             USPSQD
 DE9403
 DE9403                          STATION DESCRIPTION
 DE9403
 DE9403'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9403'STATION IS ABOUT 2.2 MI (3.5 KM) EAST-SOUTHEAST OF THE DOWNTOWN
 DE9403'GREENSBORO GOVERNMENT PLAZA, AT GOOD NEWS BAPTIST CHURCH.
 DE9403'LOCATED ALONG ARDMORE DRIVE, ABOUT 300-FEET SOUTH OF MC CONNELL ROAD,
 DE9403'ON THE SOUTH SIDE OF ENTRANCE TO CHURCH PARKING LOT.
 DE9403'MARK IS ABOUT 1/2-FOOT HIGHER THAN ROAD AND FLUSH WITH THE GROUND.
 DE9403'LOCATED 23.2 FT (7.1 M) EAST-NORTHEAST OF THE CENTERLINE OF ARDMORE
 DE9403'DRIVE, 15.5 FT (4.7 M) NORTH OF THE SOUTHWEST CORNER OF PARKING LOT,
 DE9403'82.5 FT (25.1 M) SOUTHWEST OF POWER POLE WITH DUAL TRANSFORMER (12-42
 DE9403'41835-G) AND 53.5 FT (16.3 M) SOUTHWEST OF A 48-INCH OAK.
 DE9403
 DE9403                          STATION RECOVERY (2005)
 DE9403
 DE9403'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9403'RECOVERED IN GOOD CONDITION.
 DE9403
 DE9403                          STATION RECOVERY (2006)
 DE9403
 DE9403'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9404 ***********************************************************************
 DE9404  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9404  DESIGNATION -  16E 202
 DE9404  PID         -  DE9404
 DE9404  STATE/COUNTY-  NC/GUILFORD
 DE9404  USGS QUAD   -  GREENSBORO (1994)
 DE9404
 DE9404                         *CURRENT SURVEY CONTROL
 DE9404  ___________________________________________________________________
 DE9404* NAD 83(2007)-  36 03 57.00289(N)    079 45 18.03058(W)     ADJUSTED  
 DE9404* NAVD 88     -       239.54   (meters)     785.9    (feet)  GPS OBS   
 DE9404  ___________________________________________________________________
 DE9404  EPOCH DATE  -        2002.00
 DE9404  X           -     918,077.503 (meters)                     COMP
 DE9404  Y           -  -5,079,570.870 (meters)                     COMP
 DE9404  Z           -   3,734,221.954 (meters)                     COMP
 DE9404  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 DE9404  ELLIP HEIGHT-         208.817 (meters)          (02/10/07) ADJUSTED
 DE9404  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DE9404
 DE9404  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9404  Type    PID    Designation                      North   East  Ellip
 DE9404  -------------------------------------------------------------------
 DE9404  NETWORK DE9404 16E 202                           0.88   0.74   1.35
 DE9404  -------------------------------------------------------------------
 DE9404
 DE9404.The horizontal coordinates were established by GPS observations
 DE9404.and adjusted by the National Geodetic Survey in February 2007.
 DE9404
 DE9404.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9404.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9404.The horizontal coordinates are valid at the epoch date displayed above.
 DE9404.The epoch date for horizontal control is a decimal equivalence
 DE9404.of Year/Month/Day.
 DE9404
 DE9404.The orthometric height was determined by GPS observations and a
 DE9404.high-resolution geoid model.
 DE9404.The orthometric height was determined by GPS observations and a
 DE9404.high-resolution geoid model using precise GPS observation and
 DE9404.processing techniques.
 DE9404
 DE9404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9404
 DE9404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9404
 DE9404.The ellipsoidal height was determined by GPS observations
 DE9404.and is referenced to NAD 83.
 DE9404
 DE9404.The geoid height was determined by GEOID03.
 DE9404
 DE9404;                    North         East     Units Scale Factor Converg.
 DE9404;SPC NC       -   257,164.041   541,585.958   MT  0.99997342   -0 26 08.8
 DE9404;SPC NC       -   843,712.36  1,776,853.26   sFT  0.99997342   -0 26 08.8
 DE9404;UTM  17      - 3,991,967.647   612,117.521   MT  0.99975489   +0 43 58.9
 DE9404
 DE9404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9404!SPC NC       -   0.99996723  x   0.99997342  =   0.99994065
 DE9404!UTM  17      -   0.99996723  x   0.99975489  =   0.99972213
 DE9404
 DE9404|---------------------------------------------------------------------|
 DE9404| PID    Reference Object                     Distance      Geod. Az  |
 DE9404|                                                           dddmmss.s |
 DE9404| DE9403 16E 201                             383.820 METERS 18141     |
 DE9404|---------------------------------------------------------------------|
 DE9404
 DE9404                          SUPERSEDED SURVEY CONTROL
 DE9404
 DE9404  NAD 83(2001)-  36 03 57.00312(N)    079 45 18.03043(W) AD(       ) 1
 DE9404  ELLIP H (03/13/03)  208.815  (m)                       GP(       ) 4 2
 DE9404  NAD 83(1986)-  36 03 57.00913(N)    079 45 18.03718(W) AD(       ) 1
 DE9404
 DE9404.Superseded values are not recommended for survey control.
 DE9404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9404.See file dsdata.txt to determine how the superseded data were derived.
 DE9404
 DE9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1211891968(NAD 83)
 DE9404_MARKER: DD = SURVEY DISK
 DE9404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9404_STAMPING: 16E202 1999
 DE9404_MARK LOGO: NC1940
 DE9404_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9404+STABILITY: SURFACE MOTION
 DE9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9404+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9404
 DE9404  HISTORY     - Date     Condition        Report By
 DE9404  HISTORY     - 1999     MONUMENTED       NC1940
 DE9404  HISTORY     - 20050306 GOOD             USPSQD
 DE9404  HISTORY     - 20060802 GOOD             USPSQD
 DE9404
 DE9404                          STATION DESCRIPTION
 DE9404
 DE9404'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9404'STATION IS ABOUT 2.1 MI (3.4 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9404'GOVERNMENT PLAZA, AT THE INTERSECTION OF ARDMORE DRIVE AND TRADE
 DE9404'STREET.
 DE9404'LOCATED ALONG ARDMORE DRIVE, 0.2 MI (0.3 KM) NORTH OF MC CONNELL ROAD,
 DE9404'AND IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH TRADE STREET.
 DE9404'MARK IS ABOUT 1/2-FOOT HIGHER THAN ROAD AND FLUSH WITH THE GROUND.
 DE9404'LOCATED 18.5 FT (5.6 M) WEST OF THE CENTERLINE OF ARDMORE DRIVE, 32.0
 DE9404'FT (9.8 M) SOUTH OF CENTERLINE OF TRADE STREET, 4.2 FT (1.3 M) EAST OF
 DE9404'SIDEWALK, AND 24.2 FT (7.4 M) SOUTHEAST OF A FIRE HYDRANT.
 DE9404
 DE9404                          STATION RECOVERY (2005)
 DE9404
 DE9404'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9404'RECOVERED IN GOOD CONDITION.
 DE9404
 DE9404                          STATION RECOVERY (2006)
 DE9404
 DE9404'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8598 ***********************************************************************
 AE8598  DESIGNATION -  17 DRD
 AE8598  PID         -  AE8598
 AE8598  STATE/COUNTY-  NC/RUTHERFORD
 AE8598  USGS QUAD   -  GLENWOOD (1993)
 AE8598
 AE8598                         *CURRENT SURVEY CONTROL
 AE8598  ___________________________________________________________________
 AE8598* NAD 83(1986)-  35 30 26.     (N)    081 57 32.     (W)     SCALED    
 AE8598* NAVD 88     -       295.718  (meters)     970.20   (feet)  ADJUSTED  
 AE8598  ___________________________________________________________________
 AE8598  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 AE8598  DYNAMIC HT  -         295.425 (meters)     969.24  (feet)  COMP
 AE8598  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 AE8598
 AE8598  VERT ORDER  -  SECOND    CLASS II
 AE8598
 AE8598.The horizontal coordinates were scaled from a topographic map and have
 AE8598.an estimated accuracy of +/- 6 seconds.
 AE8598
 AE8598.The orthometric height was determined by differential leveling
 AE8598.and adjusted in May 1998.
 AE8598
 AE8598.The geoid height was determined by GEOID03.
 AE8598
 AE8598.The dynamic height is computed by dividing the NAVD 88
 AE8598.geopotential number by the normal gravity value computed on the
 AE8598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8598.degrees latitude (g = 980.6199 gals.).
 AE8598
 AE8598.The modeled gravity was interpolated from observed gravity values.
 AE8598
 AE8598;                    North         East    Units  Estimated Accuracy
 AE8598;SPC NC       -   198,930.      341,240.      MT  (+/- 180 meters Scaled)
 AE8598
 AE8598                          SUPERSEDED SURVEY CONTROL
 AE8598
 AE8598.No superseded survey control is available for this station.
 AE8598
 AE8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV130297(NAD 83)
 AE8598_MARKER: DB = BENCH MARK DISK
 AE8598_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8598_SP_SET: BASE OF RAILROAD SIGN
 AE8598_STAMPING: 17 DRD 1958
 AE8598_MARK LOGO: USGS  
 AE8598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8598+STABILITY: SURFACE MOTION
 AE8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8598+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1996
 AE8598
 AE8598  HISTORY     - Date     Condition        Report By
 AE8598  HISTORY     - 1958     MONUMENTED       USGS
 AE8598  HISTORY     - 19960619 GOOD             NCGS
 AE8598  HISTORY     - 20060928 GOOD             USPSQD
 AE8598
 AE8598                          STATION DESCRIPTION
 AE8598
 AE8598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AE8598'STATION IS LOCATED 9.7 MI (15.6 KM) NORTH OF RUTHERFORDTON AND 1.0 MI
 AE8598'(1.6 KM) SOUTHEAST OF THERMAL CITY. PROCEED ALONG US 221 FOR 0.65 MI
 AE8598'(1.05 KM) SOUTHWEST FROM THE RUTHERFORD/MCDOWELL COUNTY LINE, THENCE
 AE8598'SOUTHEAST FOR 1.05 MI (1.69 KM) ALONG SR 1500 (BOX CREEK ROAD) TO A
 AE8598'RAILROAD CROSSING AND THE STATION, IN THE BASE OF THE SIGNAL LIGHT.
 AE8598'MARK IS 160.0 FT (48.8 M) SOUTH OF THE RAILROAD CROSSING.
 AE8598
 AE8598                          STATION RECOVERY (2006)
 AE8598
 AE8598'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE8598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3787 ***********************************************************************
 FB3787  DESIGNATION -  17 EG 1
 FB3787  PID         -  FB3787
 FB3787  STATE/COUNTY-  NC/MADISON
 FB3787  USGS QUAD   -  SAMS GAP (1978)
 FB3787
 FB3787                         *CURRENT SURVEY CONTROL
 FB3787  ___________________________________________________________________
 FB3787* NAD 83(2001)-  35 57 15.92034(N)    082 33 38.53732(W)     ADJUSTED  
 FB3787* NAVD 88     -      1151.30   (+/-2cm)    3777.2    (feet)  VERTCON   
 FB3787  ___________________________________________________________________
 FB3787  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FB3787  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FB3787  HORZ ORDER  -  SECOND
 FB3787  VERT ORDER  -  THIRD ? (See Below)
 FB3787
 FB3787.The horizontal coordinates were established by classical geodetic methods
 FB3787.and adjusted by the National Geodetic Survey in August 2005.
 FB3787
 FB3787.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3787.The vertical order pertains to the NGVD 29 superseded value.
 FB3787
 FB3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3787
 FB3787.The geoid height was determined by GEOID03.
 FB3787
 FB3787;                    North         East     Units Scale Factor Converg.
 FB3787;SPC NC       -   250,303.888   288,455.993   MT  0.99994767   -2 03 18.5
 FB3787;SPC NC       -   821,205.34    946,376.04   sFT  0.99994767   -2 03 18.5
 FB3787;UTM  17      - 3,980,018.931   359,251.038   MT  0.99984410   -0 54 59.4
 FB3787
 FB3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3787!SPC NC       -   0.99982408  x   0.99994767  =   0.99977176
 FB3787!UTM  17      -   0.99982408  x   0.99984410  =   0.99966821
 FB3787
 FB3787                          SUPERSEDED SURVEY CONTROL
 FB3787
 FB3787  NAD 83(1995)-  35 57 15.92086(N)    082 33 38.53835(W) AD(       ) 2
 FB3787  NAD 83(1986)-  35 57 15.93667(N)    082 33 38.54936(W) AD(       ) 2
 FB3787  NGVD 29 (02/22/93) 1151.36   (m)         3777.4    (f) LEVELING    3  
 FB3787
 FB3787.Superseded values are not recommended for survey control.
 FB3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3787.See file dsdata.txt to determine how the superseded data were derived.
 FB3787
 FB3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5925180019(NAD 83)
 FB3787_MARKER: DD = SURVEY DISK
 FB3787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3787_SP_SET: SQUARE CONCRETE MONUMENT
 FB3787_STAMPING: 17 EG 1 1968
 FB3787_MARK LOGO: NCSHC 
 FB3787_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3787+STABILITY: SURFACE MOTION
 FB3787
 FB3787  HISTORY     - Date     Condition        Report By
 FB3787  HISTORY     - 1968     MONUMENTED       NCDOT
 FB3787  HISTORY     - 19820101 GOOD             NCGS
 FB3787
 FB3787                          STATION DESCRIPTION
 FB3787
 FB3787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3787'DESCRIBED BY NCDOT IN 1968.
 FB3787'STATION IS LOCATED ABOUT 8.7 MILES NORTH OF MARS HILL, AND 12.8 MILES
 FB3787'NORTHEAST OF MARSHALL.
 FB3787'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 19 AND U.S. 23
 FB3787'EAST OF MARS HILL, NORTH ALONG U.S. 23 FOR 9.6 MILES TO THE
 FB3787'INTERSECTION OF SR 1500 ON THE RIGHT.  CONTINUE NORTH ALONG U.S. 23
 FB3787'FOR 1.5 MILE TO A CONCRETE BUILDING ON THE RIGHT (E) SIDE OF THE ROAD
 FB3787'NEAR THE CREST OF THE BALD MOUNTAIN RANGE AT SAMS GAP.  THE STATION IS
 FB3787'LOCATED 1OO FEET NORTH OF THE BUILDING, 31 FEET EAST OF THE CENTER OF
 FB3787'U.S. 23 AND 75 FEET SOUTH OF THE NC-TENN STATE LINE.  THE STATION IS
 FB3787'0.3 FOOT ABOVE THE GROUND.
 FB3787'LOCATED IS 50.86 FEET NORTHWEST OF A NAIL AND CAP IN A 6-INCH APPLE,
 FB3787'101.00 FEET NORTH-NORTHWEST OF A NAIL AND CAP IN THE NORTHEAST CORNER
 FB3787'OF A ONE-STORY CONCRETE BUILDING, AND 159.81 FEET NORTH-NORTHEAST OF A
 FB3787'SQUARE CHISELED IN THE NORTHEAST CORNER OF HEADWALL.
 FB3787'BIG KNOB LOT CAN BE SEEN FOR AZIMUTH DIRECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2168 ***********************************************************************
 FX2168  DESIGNATION -  17 JS 17
 FX2168  PID         -  FX2168
 FX2168  STATE/COUNTY-  NC/NASH
 FX2168  USGS QUAD   -  DRAKE (1963)
 FX2168
 FX2168                         *CURRENT SURVEY CONTROL
 FX2168  ___________________________________________________________________
 FX2168* NAD 83(2001)-  36 03 11.31771(N)    077 46 08.49324(W)     ADJUSTED  
 FX2168* NAVD 88     -        41.025  (meters)     134.60   (feet)  ADJUSTED  
 FX2168  ___________________________________________________________________
 FX2168  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 FX2168  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 FX2168  DYNAMIC HT  -          40.990 (meters)     134.48  (feet)  COMP
 FX2168  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 FX2168
 FX2168  HORZ ORDER  -  SECOND
 FX2168  VERT ORDER  -  SECOND    CLASS I
 FX2168
 FX2168.The horizontal coordinates were established by classical geodetic methods
 FX2168.and adjusted by the National Geodetic Survey in August 2005.
 FX2168
 FX2168.The orthometric height was determined by differential leveling
 FX2168.and adjusted in June 1991.
 FX2168
 FX2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2168
 FX2168.The geoid height was determined by GEOID03.
 FX2168
 FX2168.The dynamic height is computed by dividing the NAVD 88
 FX2168.geopotential number by the normal gravity value computed on the
 FX2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2168.degrees latitude (g = 980.6199 gals.).
 FX2168
 FX2168.The modeled gravity was interpolated from observed gravity values.
 FX2168
 FX2168;                    North         East     Units Scale Factor Converg.
 FX2168;SPC NC       -   256,184.966   720,509.733   MT  0.99997029   +0 42 37.7
 FX2168;SPC NC       -   840,500.18  2,363,872.35   sFT  0.99997029   +0 42 37.7
 FX2168;UTM  18      - 3,993,391.769   250,571.741   MT  1.00036666   -1 37 49.8
 FX2168
 FX2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2168!SPC NC       -   0.99999904  x   0.99997029  =   0.99996933
 FX2168!UTM  18      -   0.99999904  x   1.00036666  =   1.00036570
 FX2168
 FX2168                          SUPERSEDED SURVEY CONTROL
 FX2168
 FX2168  NAD 83(1993)-  36 03 11.32371(N)    077 46 08.50172(W) AD(       ) 2
 FX2168  NAD 83(1986)-  36 03 11.32278(N)    077 46 08.50360(W) AD(       ) 2
 FX2168  NAD 27      -  36 03 10.76745(N)    077 46 09.57446(W) AD(       ) 2
 FX2168  NGVD 29 (??/??/92)   41.343  (m)          135.64   (f) ADJ UNCH    2 1
 FX2168
 FX2168.Superseded values are not recommended for survey control.
 FX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2168.See file dsdata.txt to determine how the superseded data were derived.
 FX2168
 FX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5057293392(NAD 83)
 FX2168_MARKER: DE = TRAVERSE STATION DISK
 FX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2168_SP_SET: CONCRETE POST
 FX2168_STAMPING: 17 JS 17 1962
 FX2168_MARK LOGO: NCSHC 
 FX2168_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2168+STABILITY: SURFACE MOTION
 FX2168
 FX2168  HISTORY     - Date     Condition        Report By
 FX2168  HISTORY     - 1973     MONUMENTED       NCSHC
 FX2168  HISTORY     - 1978     GOOD             NCGS
 FX2168
 FX2168                          STATION DESCRIPTION
 FX2168
 FX2168'DESCRIBED BY NC STATE HWYS COMM 1973 (JWC)
 FX2168'17-JS-17 IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION IN THE
 FX2168'VICINITY OF BATTLEBORO, NORTH CAROLINA.
 FX2168'
 FX2168'17-JS-17 IS LOCATED APPROXIMATELY 1.0 MILE WEST OF BATTLEBORO AND 7.8
 FX2168'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM JUNCTION OF US
 FX2168'301 AND SR 1560 (W. MAIN ST.) IN BATTLEBORO, PROCEED WEST ALONG SR
 FX2168'1560 FOR 1.0 MILE TO SWIFT CREEK FARM ON RIGHT AND STATION IN
 FX2168'SOUTHWEST CORNER OF YARD, AND 0.45 MILE NORTHEAST OF INTERSECTION
 FX2168'OF SR 1560 WITH SR 1522.
 FX2168'
 FX2168'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION DISK
 FX2168'STAMPED 17-JS-17 1962 WHICH IS SET IN THE TOP OF A CONCRETE POST, 2
 FX2168'INCHES ABOVE THE GROUND.
 FX2168'
 FX2168'MARK IS
 FX2168'24.3 FEET S OF C/L OF SR 1560.
 FX2168'74.0 FEET WNW OF C/L OF INTERSECTION OF SR 1560 AND DRIVE NORTH TO
 FX2168'FARM HOUSE.
 FX2168'13.0 FEET E OF PP 819 F 1 WITH ALUMINUM REF. TAG.
 FX2168'50.2 FEET S OF 4 INCH CEDAR.
 FX2168'63.9 FEET SW OF 15 INCH WATER OAK WITH ALUMINUM REF. TAG.
 FX2168
 FX2168                          STATION RECOVERY (1978)
 FX2168
 FX2168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2168'1.0 MI WEST FROM BATTLEBORO.
 FX2168'TO REACH STATION FROM THE INTERSECTION OF US 301 AND SR 1560 WEST
 FX2168'MAIN STREET IN BATTLEBORO, PROCEED WEST ALONG SR 1560 FOR 1.0 MILE TO
 FX2168'SWIFT CREEK FARM ON RIGHT AND STATION IN SOUTHWEST CORNER OF YARD,
 FX2168'AND 0.45 MILE SOUTHEAST OF T INTERSECTION WITH SR 1522 I 95, US 301
 FX2168'CONNECTOR, 24.3 FT. NORTH OF CENTERLINE OF SR 1560, 74.0 FT. WEST
 FX2168'NORTHWEST OF CENTERLINE INTERSECTION OF SR 1560 AND DRIVE NORTH TO
 FX2168'FARMHOUSE, 13.0 FT. EAST OF POWER POLE NO. 819F1 WITH REFERENCE TAG,
 FX2168'50.2 FT. SOUTH OF 4 INCH CEDAR AND 63.9 FT. SOUTHWEST OF 15 INCH
 FX2168'WATER OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5221 ***********************************************************************
 FX5221  DESIGNATION -  17 LB 2
 FX5221  PID         -  FX5221
 FX5221  STATE/COUNTY-  NC/HERTFORD
 FX5221  USGS QUAD   -  UNION (1977)
 FX5221
 FX5221                         *CURRENT SURVEY CONTROL
 FX5221  ___________________________________________________________________
 FX5221* NAD 83(2001)-  36 18 08.03394(N)    077 00 51.99378(W)     ADJUSTED  
 FX5221* NAVD 88     -        16.74   (+/-2cm)      54.9    (feet)  VERTCON   
 FX5221  ___________________________________________________________________
 FX5221  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FX5221  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 FX5221  HORZ ORDER  -  SECOND
 FX5221  VERT ORDER  -  THIRD ? (See Below)
 FX5221
 FX5221.The horizontal coordinates were established by classical geodetic methods
 FX5221.and adjusted by the National Geodetic Survey in August 2005.
 FX5221
 FX5221.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX5221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX5221.The vertical order pertains to the NGVD 29 superseded value.
 FX5221
 FX5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5221
 FX5221.The geoid height was determined by GEOID03.
 FX5221
 FX5221;                    North         East     Units Scale Factor Converg.
 FX5221;SPC NC       -   284,920.325   787,936.158   MT  1.00004066   +1 08 45.6
 FX5221;SPC NC       -   934,776.10  2,585,087.21   sFT  1.00004066   +1 08 45.6
 FX5221;UTM  18      - 4,019,354.137   319,127.110   MT  1.00000310   -1 11 34.7
 FX5221
 FX5221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5221!SPC NC       -   1.00000292  x   1.00004066  =   1.00004358
 FX5221!UTM  18      -   1.00000292  x   1.00000310  =   1.00000602
 FX5221
 FX5221                          SUPERSEDED SURVEY CONTROL
 FX5221
 FX5221  NAD 83(1993)-  36 18 08.03851(N)    077 00 51.99485(W) AD(       ) 2
 FX5221  NAD 83(1986)-  36 18 08.04318(N)    077 00 52.00708(W) AD(       ) 2
 FX5221  NGVD 29 (01/18/91)   17.09   (m)           56.1    (f) LEVELING    3  
 FX5221
 FX5221.Superseded values are not recommended for survey control.
 FX5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5221.See file dsdata.txt to determine how the superseded data were derived.
 FX5221
 FX5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1912719354(NAD 83)
 FX5221_MARKER: DE = TRAVERSE STATION DISK
 FX5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX5221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5221+STABILITY: SURFACE MOTION
 FX5221
 FX5221  HISTORY     - Date     Condition        Report By
 FX5221  HISTORY     - 1975     MONUMENTED       NCSHC
 FX5221  HISTORY     - 1980     GOOD             NCGS
 FX5221
 FX5221                          STATION DESCRIPTION
 FX5221
 FX5221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5221'STATION IS LOCATED APPROXIMATELY 0.7 MILE EAST-SOUTHEAST OF FRAZIERS
 FX5221'CROSSROADS AND 1.6 MILES NORTHWEST OF AHOSKIE. TO REACH STATION FROM
 FX5221'INTERSECTION OF NC 11 WITH NC 561 WEST OF AHOSKIE, PROCEED SOUTHEAST
 FX5221'ALONG NC 561 FOR 0.25 MILE TO STATION ON LEFT IN FIELD ACROSS HIGHWAY
 FX5221'FROM A TWO STORY FRAME HOUSE.
 FX5221'
 FX5221'STATION IS A NCSHC DISK STAMPED---17 LB 2 1975---SET IN TOP OF
 FX5221'A 6 INCH CONCRETE POST FLUSH WITH GROUND SURFACE. 29.2 FEET NORTHEAST
 FX5221'OF CENTERLINE OF NC 561, 31.3 FEET NORTHWEST OF NORTH END OF CULVERT,
 FX5221'86.1 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 122.3 FEET
 FX5221'SOUTHEAST OF TELEPHONE PEDESTAL, 125.4 FEET SOUTHWEST OF POWER POLE
 FX5221'N 115-120 WITH REFERENCE TAG AND 143.0 FEET NORTHWEST OF CENTERLINE OF
 FX5221'DRIVE WAY LEADING NORTH IN FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5222 ***********************************************************************
 FX5222  DESIGNATION -  17 LB 4
 FX5222  PID         -  FX5222
 FX5222  STATE/COUNTY-  NC/HERTFORD
 FX5222  USGS QUAD   -  AHOSKIE (1982)
 FX5222
 FX5222                         *CURRENT SURVEY CONTROL
 FX5222  ___________________________________________________________________
 FX5222* NAD 83(2001)-  36 19 06.73502(N)    076 59 46.73669(W)     ADJUSTED  
 FX5222* NAVD 88     -        16.7    (meters)      55.     (feet)  VERT ANG  
 FX5222  ___________________________________________________________________
 FX5222  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 FX5222  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 FX5222  HORZ ORDER  -  SECOND
 FX5222
 FX5222.The horizontal coordinates were established by classical geodetic methods
 FX5222.and adjusted by the National Geodetic Survey in August 2005.
 FX5222
 FX5222.The orthometric height was determined by vertical angle observations.
 FX5222
 FX5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5222
 FX5222.The geoid height was determined by GEOID03.
 FX5222
 FX5222;                    North         East     Units Scale Factor Converg.
 FX5222;SPC NC       -   286,762.123   789,527.511   MT  1.00004593   +1 09 23.3
 FX5222;SPC NC       -   940,818.73  2,590,308.18   sFT  1.00004593   +1 09 23.3
 FX5222;UTM  18      - 4,021,129.375   320,792.234   MT  0.99999571   -1 10 57.6
 FX5222
 FX5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5222!SPC NC       -   1.00000293  x   1.00004593  =   1.00004886
 FX5222!UTM  18      -   1.00000293  x   0.99999571  =   0.99999864
 FX5222
 FX5222                          SUPERSEDED SURVEY CONTROL
 FX5222
 FX5222  NAD 83(1993)-  36 19 06.74014(N)    076 59 46.73902(W) AD(       ) 2
 FX5222  NAD 83(1986)-  36 19 06.74477(N)    076 59 46.75033(W) AD(       ) 2
 FX5222  NGVD 29 (01/18/91)   17.06   (m)           56.0    (f) LEVELING    3  
 FX5222
 FX5222.Superseded values are not recommended for survey control.
 FX5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5222.See file dsdata.txt to determine how the superseded data were derived.
 FX5222
 FX5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2079221129(NAD 83)
 FX5222_MARKER: DD = SURVEY DISK
 FX5222_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FX5222_STAMPING: 17 LB 4 1975
 FX5222_MARK LOGO: NCDOT 
 FX5222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX5222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5222+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1985
 FX5222
 FX5222  HISTORY     - Date     Condition        Report By
 FX5222  HISTORY     - 1975     MONUMENTED       NCSHC
 FX5222  HISTORY     - 1980     GOOD             NCGS
 FX5222  HISTORY     - 19850313 GOOD             NCGS
 FX5222
 FX5222                          STATION DESCRIPTION
 FX5222
 FX5222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5222'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTH OF AHOSKIE AND 5.9
 FX5222'MILES SOUTH-SOUTHWEST OF WINTON.
 FX5222'
 FX5222'TO REACH STATION FROM INTERSECTION OF US 13 (ACADEMY STREET) WITH
 FX5222'MAIN STREET IN AHOSKIE, PROCEED NORTHEAST ALONG US 13 FOR 2.05 MILES
 FX5222'TO SR 1130, THENCE 0.55 MILE WEST ALONG SR 1130 TO STATION ON LEFT AT
 FX5222'NORTHWEST CORNER OF YARD OF A BRICK HOUSE.
 FX5222'
 FX5222'STATION IS A STANDARD NCSHC DISK STAMPED---17 LB 4 1975---SET IN THE
 FX5222'TOP OF AN 8 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 FX5222'MARK IS 26.6 FEET SOUTH OF THE CENTERLINE OF ROAD, 3.5 FEET EAST OF
 FX5222'TELEPHONE PEDESTAL, 88.5 FEET NORTH OF NORTH CORNER OF HOUSE, 30.0
 FX5222'FEET WEST OF PROPERTY CORNER MARKER AND 127.0 FEET SOUTHEAST OF POWER
 FX5222'POLE WITH REFERENCE TAG.
 FX5222
 FX5222                          STATION RECOVERY (1985)
 FX5222
 FX5222'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX5222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2762 ***********************************************************************
 FX2762  DESIGNATION -  17 LB 5 NCDOT
 FX2762  PID         -  FX2762
 FX2762  STATE/COUNTY-  NC/HERTFORD
 FX2762  USGS QUAD   -  AHOSKIE (1982)
 FX2762
 FX2762                         *CURRENT SURVEY CONTROL
 FX2762  ___________________________________________________________________
 FX2762* NAD 83(2001)-  36 19 02.23866(N)    076 59 13.12290(W)     ADJUSTED  
 FX2762* NAVD 88     -        12.897  (meters)      42.31   (feet)  ADJUSTED  
 FX2762  ___________________________________________________________________
 FX2762  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 FX2762  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2762  DYNAMIC HT  -          12.887 (meters)      42.28  (feet)  COMP
 FX2762  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 FX2762
 FX2762  HORZ ORDER  -  SECOND
 FX2762  VERT ORDER  -  SECOND    CLASS II
 FX2762
 FX2762.The horizontal coordinates were established by classical geodetic methods
 FX2762.and adjusted by the National Geodetic Survey in August 2005.
 FX2762
 FX2762.The orthometric height was determined by differential leveling
 FX2762.and adjusted in June 1991.
 FX2762
 FX2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2762
 FX2762.The geoid height was determined by GEOID03.
 FX2762
 FX2762.The dynamic height is computed by dividing the NAVD 88
 FX2762.geopotential number by the normal gravity value computed on the
 FX2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2762.degrees latitude (g = 980.6199 gals.).
 FX2762
 FX2762.The modeled gravity was interpolated from observed gravity values.
 FX2762
 FX2762;                    North         East     Units Scale Factor Converg.
 FX2762;SPC NC       -   286,640.515   790,368.663   MT  1.00004552   +1 09 42.7
 FX2762;SPC NC       -   940,419.76  2,593,067.86   sFT  1.00004552   +1 09 42.7
 FX2762;UTM  18      - 4,020,973.546   321,627.678   MT  0.99999202   -1 10 37.6
 FX2762
 FX2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2762!SPC NC       -   1.00000353  x   1.00004552  =   1.00004905
 FX2762!UTM  18      -   1.00000353  x   0.99999202  =   0.99999555
 FX2762
 FX2762                          SUPERSEDED SURVEY CONTROL
 FX2762
 FX2762  NAD 83(1993)-  36 19 02.24413(N)    076 59 13.12572(W) AD(       ) 2
 FX2762  NAD 83(1986)-  36 19 02.24886(N)    076 59 13.13683(W) AD(       ) 2
 FX2762  NGVD 29 (01/18/91)   13.25   (m)           43.5    (f) LEVELING    3  
 FX2762
 FX2762.Superseded values are not recommended for survey control.
 FX2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2762.See file dsdata.txt to determine how the superseded data were derived.
 FX2762
 FX2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2162820974(NAD 83)
 FX2762_MARKER: DE = TRAVERSE STATION DISK
 FX2762_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2762_SP_SET: IN SLAB OF CONCRETE ISLAND
 FX2762_STAMPING: 17 LB 5 1975
 FX2762_MARK LOGO: NCDOT 
 FX2762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2762+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2001
 FX2762
 FX2762  HISTORY     - Date     Condition        Report By
 FX2762  HISTORY     - 1975     MONUMENTED       NCSHC
 FX2762  HISTORY     - 1980     GOOD             NCGS
 FX2762  HISTORY     - 1980     GOOD             NCGS
 FX2762  HISTORY     - 20010122 GOOD             NCDOT
 FX2762
 FX2762                          STATION DESCRIPTION
 FX2762
 FX2762'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2762'STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF AHOSKIE AND 5.8
 FX2762'MILES SOUTH-SOUTHWEST OF WINTON.
 FX2762'
 FX2762'TO REACH STATION FROM THE INTERSECTION OF US 13 (ACADEMY STREET) WITH
 FX2762'MAIN STREET IN AHOSKIE, PROCEED NORTH ALONG US 13 FOR 2.05 MILES TO
 FX2762'STATION ON LEFT IN EAST END OF CONCRETE ISLAND IN SR 1130.
 FX2762'
 FX2762'STATION IS A STANDARD NCSHC DISK STAMPED---17 LB 5 1975---SET FLUSH IN
 FX2762'DRILLED HOLE.  MARK IS 34.9 FEET NORTHWEST OF THE CENTERLINE OF US 13,
 FX2762'79.7 FEET WEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 63.8
 FX2762'FEET SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG AND
 FX2762'8.0 FEET NORTHWEST OF SOUTHEAST END OF ISLAND.
 FX2762
 FX2762                          STATION RECOVERY (1980)
 FX2762
 FX2762'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2762'2.1 MI NORTH FROM AHOSKIE.
 FX2762'2.05 MILES NORTH ALONG US 13 - ACADEMY STREET FROM JUNCTION WITH MAIN
 FX2762'STREET IN AHOSKIE, ON LEFT IN EAST END OF CONCRETE ISLAND IN SR 1130,
 FX2762'34.9 FEET NORTHWEST OF CENTERLINE OF US 13, 79.7 FEET WEST OF POWER
 FX2762'POLE WITH TRANSFORMER AND REFERENCE  TAG, 63.8 FEET SOUTHEAST OF
 FX2762'POWER POLE WITH TRANSFORMER AND REFERENCE TAG AND 8.0 FEET NORTHWEST
 FX2762'OF SOUTHEAST END OF ISLAND.
 FX2762
 FX2762                          STATION RECOVERY (2001)
 FX2762
 FX2762'RECOVERY NOTE BY 
NC DOT 2001 (RMS)
 FX2762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2759 ***********************************************************************
 FX2759  DESIGNATION -  17 LB 6
 FX2759  PID         -  FX2759
 FX2759  STATE/COUNTY-  NC/HERTFORD
 FX2759  USGS QUAD   -  AHOSKIE (1982)
 FX2759
 FX2759                         *CURRENT SURVEY CONTROL
 FX2759  ___________________________________________________________________
 FX2759* NAD 83(2001)-  36 19 48.20228(N)    076 58 56.86633(W)     ADJUSTED  
 FX2759* NAVD 88     -        14.683  (meters)      48.17   (feet)  ADJUSTED  
 FX2759  ___________________________________________________________________
 FX2759  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 FX2759  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2759  DYNAMIC HT  -          14.672 (meters)      48.14  (feet)  COMP
 FX2759  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 FX2759
 FX2759  HORZ ORDER  -  SECOND
 FX2759  VERT ORDER  -  SECOND    CLASS II
 FX2759
 FX2759.The horizontal coordinates were established by classical geodetic methods
 FX2759.and adjusted by the National Geodetic Survey in August 2005.
 FX2759
 FX2759.The orthometric height was determined by differential leveling
 FX2759.and adjusted in June 1991.
 FX2759
 FX2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2759
 FX2759.The geoid height was determined by GEOID03.
 FX2759
 FX2759.The dynamic height is computed by dividing the NAVD 88
 FX2759.geopotential number by the normal gravity value computed on the
 FX2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2759.degrees latitude (g = 980.6199 gals.).
 FX2759
 FX2759.The modeled gravity was interpolated from observed gravity values.
 FX2759
 FX2759;                    North         East     Units Scale Factor Converg.
 FX2759;SPC NC       -   288,065.287   790,745.320   MT  1.00004970   +1 09 52.1
 FX2759;SPC NC       -   945,094.20  2,594,303.60   sFT  1.00004970   +1 09 52.1
 FX2759;UTM  18      - 4,022,381.678   322,062.148   MT  0.99999012   -1 10 29.2
 FX2759
 FX2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2759!SPC NC       -   1.00000325  x   1.00004970  =   1.00005295
 FX2759!UTM  18      -   1.00000325  x   0.99999012  =   0.99999337
 FX2759
 FX2759                          SUPERSEDED SURVEY CONTROL
 FX2759
 FX2759  NAD 83(1986)-  36 19 48.21081(N)    076 58 56.88132(W) AD(       ) 2
 FX2759  NAD 83(1993)-  36 19 48.20807(N)    076 58 56.87073(W) AD(       ) 2
 FX2759  NAD 83(1986)-  36 19 48.21310(N)    076 58 56.88195(W) AD(       ) 2
 FX2759  NAVD 88 (06/10/98)   14.68   (m)           48.2    (f) LEVELING    3  
 FX2759  NGVD 29 (01/18/91)   15.03   (m)           49.3    (f) LEVELING    3  
 FX2759
 FX2759.Superseded values are not recommended for survey control.
 FX2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2759.See file dsdata.txt to determine how the superseded data were derived.
 FX2759
 FX2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2206222382(NAD 83)
 FX2759_MARKER: DD = SURVEY DISK
 FX2759_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FX2759_SP_SET: CONCRETE POST
 FX2759_STAMPING: 17 LB 6 1975
 FX2759_MARK LOGO: NCDOT 
 FX2759_PROJECTION: FLUSH
 FX2759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX2759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2759+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1985
 FX2759
 FX2759  HISTORY     - Date     Condition        Report By
 FX2759  HISTORY     - 1975     MONUMENTED       NCSHC
 FX2759  HISTORY     - 1980     GOOD             NCGS
 FX2759  HISTORY     - 1980     GOOD             NCGS
 FX2759  HISTORY     - 19850313 GOOD             NCGS
 FX2759
 FX2759                          STATION DESCRIPTION
 FX2759
 FX2759'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2759'STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTH OF AHOSKIE AND 4.9
 FX2759'MILES SOUTH-SOUTHWEST OF WINTON.
 FX2759'
 FX2759'TO REACH STATION FROM INTERSECTION OF US 13 (ACADEMY STREET) WITH MAIN
 FX2759'STREET IN AHOSKIE, PROCEED NORTH ALONG US 13 FOR 3.0 MILES TO STATION
 FX2759'ON RIGHT IN YARD OF A TWO STORY FRAME HOUSE, 0.1 MILE NORTH OF DRIVE
 FX2759'TO CAROLINA TELEPHONE COMPANY OFFICE AND 0.5 MILE SOUTH OF SR 1212.
 FX2759'
 FX2759'STATION MARK IS A STANDARD NCSHC DISK STAMPED---17 LB 6 1975---SET IN
 FX2759'THE TOP OF A 6 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND.
 FX2759'SURFACE.  MARK IS 40.1 FEET EAST OF THE CENTERLINE OF HIGHWAY, 54.0
 FX2759'FEET SOUTH OF CENTERLINE OF DRIVE, 76.7 FEET SOUTHWEST OF NORTHWEST
 FX2759'CORNER OF HOUSE, 63.2 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 87.6
 FX2759'FEET NORTH OF POWER POLE 4938 WITH REFERENCE TAG, 11.4 FEET NORTHWEST
 FX2759'OF 6 INCH PERSIMMON AND 77.6 FEET NORTHEAST OF TELEPHONE POLE WITH
 FX2759'PEDESTAL.
 FX2759
 FX2759                          STATION RECOVERY (1980)
 FX2759
 FX2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2759'2.9 MI NORTH FROM AHOSKIE.
 FX2759'3.0 MILES NORTH ALONG US 13 ACADEMY STREET FROM JUNCTION WITH MAIN
 FX2759'STREET IN AHOSKIE, ON RIGHT IN YARD OF A TWO STORY FRAME HOUSE, 0.1
 FX2759'MILE NORTH OF DRIVE TO CAROLINA TELEPHONE COMPANY OFFICE AND 0.5 MILE
 FX2759'SOUTH OF SR 1212, 40.1 FEET EAST OF CENTERLINE OF HIGHWAY, 54.0 FEET
 FX2759'SOUTH OF CENTERLINE OF DRIVE, 76.7 FEET SOUTHWEST OF NORTHWEST CORNER
 FX2759'OF HOUSE, 63.2 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 87.6 FEET NORTH
 FX2759'OF POWER POLE 4938 WITH REFERENCE TAG, 11.4 FEET NORTHWEST OF 6 INCH
 FX2759'PERSIMMON AND 77.6 FEET NORTHEAST OF TELEPHONE POLE WITH PEDESTAL.
 FX2759
 FX2759                          STATION RECOVERY (1985)
 FX2759
 FX2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX2759'BRECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2756 ***********************************************************************
 FX2756  DESIGNATION -  17 LB 7
 FX2756  PID         -  FX2756
 FX2756  STATE/COUNTY-  NC/HERTFORD
 FX2756  USGS QUAD   -  AHOSKIE (1982)
 FX2756
 FX2756                         *CURRENT SURVEY CONTROL
 FX2756  ___________________________________________________________________
 FX2756* NAD 83(2001)-  36 20 22.23518(N)    076 58 56.39969(W)     ADJUSTED  
 FX2756* NAVD 88     -        14.786  (meters)      48.51   (feet)  ADJUSTED  
 FX2756  ___________________________________________________________________
 FX2756  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FX2756  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2756  DYNAMIC HT  -          14.774 (meters)      48.47  (feet)  COMP
 FX2756  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 FX2756
 FX2756  HORZ ORDER  -  SECOND
 FX2756  VERT ORDER  -  SECOND    CLASS II
 FX2756
 FX2756.The horizontal coordinates were established by classical geodetic methods
 FX2756.and adjusted by the National Geodetic Survey in August 2005.
 FX2756
 FX2756.The orthometric height was determined by differential leveling
 FX2756.and adjusted in June 1991.
 FX2756
 FX2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2756
 FX2756.The geoid height was determined by GEOID03.
 FX2756
 FX2756.The dynamic height is computed by dividing the NAVD 88
 FX2756.geopotential number by the normal gravity value computed on the
 FX2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2756.degrees latitude (g = 980.6199 gals.).
 FX2756
 FX2756.The modeled gravity was interpolated from observed gravity values.
 FX2756
 FX2756;                    North         East     Units Scale Factor Converg.
 FX2756;SPC NC       -   289,114.379   790,735.636   MT  1.00005283   +1 09 52.3
 FX2756;SPC NC       -   948,536.09  2,594,271.83   sFT  1.00005283   +1 09 52.3
 FX2756;UTM  18      - 4,023,430.227   322,095.292   MT  0.99998997   -1 10 29.9
 FX2756
 FX2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2756!SPC NC       -   1.00000323  x   1.00005283  =   1.00005606
 FX2756!UTM  18      -   1.00000323  x   0.99998997  =   0.99999320
 FX2756
 FX2756                          SUPERSEDED SURVEY CONTROL
 FX2756
 FX2756  NAD 83(1993)-  36 20 22.24097(N)    076 58 56.40493(W) AD(       ) 2
 FX2756  NAD 83(1986)-  36 20 22.24618(N)    076 58 56.41619(W) AD(       ) 2
 FX2756  NGVD 29 (01/18/91)   15.14   (m)           49.7    (f) LEVELING    3  
 FX2756
 FX2756.Superseded values are not recommended for survey control.
 FX2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2756.See file dsdata.txt to determine how the superseded data were derived.
 FX2756
 FX2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2209523430(NAD 83)
 FX2756_MARKER: DD = SURVEY DISK
 FX2756_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FX2756_SP_SET: CONCRETE POST
 FX2756_STAMPING: 17 LB 7 1975
 FX2756_MARK LOGO: NCDOT 
 FX2756_PROJECTION: RECESSED 3 CENTIMETERS
 FX2756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX2756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2756
 FX2756  HISTORY     - Date     Condition        Report By
 FX2756  HISTORY     - 1975     MONUMENTED       NCSHC
 FX2756  HISTORY     - 1980     GOOD             NCGS
 FX2756  HISTORY     - 1980     GOOD             NCGS
 FX2756  HISTORY     - 19850313 GOOD             NCGS
 FX2756
 FX2756                          STATION DESCRIPTION
 FX2756
 FX2756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2756'STATION IS LOCATED APPROXIMATELY 3.6 MILES NORTH OF AHOSKIE AND 4.4
 FX2756'MILES SOUTHWEST OF WINTON.
 FX2756'
 FX2756'TO REACH THE STATION FROM INTERSECTION OF US 13 WITH US 158 AT WINTON,
 FX2756'PROCEED SOUTHWEST ALONG US 13 FOR 4.45 MILES TO SR 1408 AND STATION ON
 FX2756'RIGHT IN EAST EDGE OF YARD OF A BRICK HOUSE.
 FX2756'
 FX2756'STATION MARK IS A STANDARD NCSHC DISK STAMPED---17 LB 7 1975---SET IN
 FX2756'THE TOP OF A 6 INCH CONCRETE POST, WHICH IS 1 INCH BELOW GROUND
 FX2756'SURFACE.  MARK IS 27.4 FEET WEST OF CENTERLINE OF HIGHWAY, 104.5 FEET
 FX2756'SOUTHWEST OF CENTERLINE OF INTERSECTION WITH SR 1408, 114.6 FEET
 FX2756'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 4.0 FEET SOUTH OF TELEPHONE
 FX2756'PEDESTAL AND 6.8 FEET SOUTH OF BRACE POLE WITH REFERENCE TAG.
 FX2756'
 FX2756'11 CRH IS A STANDARD USGS DISK STAMPED---11 CRH 1972 50---.  MARK IS
 FX2756'145 FEET SOUTH OF INTERSECTION OF HIGHWAY 13 AND SR 1408, 22.5 FEET
 FX2756'WEST OF HIGHWAY 13 IN CENTER OF CONCRETE HEADWALL, 1.0 FOOT LOWER THAN
 FX2756'HIGHWAY.
 FX2756
 FX2756                          STATION RECOVERY (1980)
 FX2756
 FX2756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2756'3.6 MI NORTH FROM AHOSKIE.
 FX2756'4.4 MILES SOUTHWEST OF WINTON.
 FX2756'4.45 MILES SOUTHWEST ALONG US 13 FROM INTERSECTION WITH US 158 AT
 FX2756'WINTON, ON RIGHT IN EAST EDGE OF YARD OF A BRICK HOUSE, 27.4 FEET
 FX2756'WEST OF CENTERLINE OF HIGHWAY, 104.5 FEET SOUTHWEST OF CENTERLINE OF
 FX2756'INTERSECTION WITH SR 1408, 114.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FX2756'HOUSE, 4.0 FEET SOUTH OF TELEPHONE PEDESTAL AND 6.8 FEET SOUTH OF
 FX2756'BRACE POLE WITH REFERENCE TAG.
 FX2756
 FX2756                          STATION RECOVERY (1985)
 FX2756
 FX2756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX2756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2750 ***********************************************************************
 FX2750  DESIGNATION -  17 LB 8 NCDOT
 FX2750  PID         -  FX2750
 FX2750  STATE/COUNTY-  NC/HERTFORD
 FX2750  USGS QUAD   -  AHOSKIE (1982)
 FX2750
 FX2750                         *CURRENT SURVEY CONTROL
 FX2750  ___________________________________________________________________
 FX2750* NAD 83(2001)-  36 22 17.35366(N)    076 57 19.68876(W)     ADJUSTED  
 FX2750* NAVD 88     -        14.413  (meters)      47.29   (feet)  ADJUSTED  
 FX2750  ___________________________________________________________________
 FX2750  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FX2750  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 FX2750  DYNAMIC HT  -          14.402 (meters)      47.25  (feet)  COMP
 FX2750  MODELED GRAV-     979,850.8   (mgal)                       NAVD 88
 FX2750
 FX2750  HORZ ORDER  -  SECOND
 FX2750  VERT ORDER  -  SECOND    CLASS II
 FX2750
 FX2750.The horizontal coordinates were established by classical geodetic methods
 FX2750.and adjusted by the National Geodetic Survey in August 2005.
 FX2750
 FX2750.The orthometric height was determined by differential leveling
 FX2750.and adjusted in June 1991.
 FX2750
 FX2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2750
 FX2750.The geoid height was determined by GEOID03.
 FX2750
 FX2750.The dynamic height is computed by dividing the NAVD 88
 FX2750.geopotential number by the normal gravity value computed on the
 FX2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2750.degrees latitude (g = 980.6199 gals.).
 FX2750
 FX2750.The modeled gravity was interpolated from observed gravity values.
 FX2750
 FX2750;                    North         East     Units Scale Factor Converg.
 FX2750;SPC NC       -   292,711.564   793,073.924   MT  1.00006361   +1 10 48.2
 FX2750;SPC NC       -   960,337.86  2,601,943.37   sFT  1.00006361   +1 10 48.2
 FX2750;UTM  18      - 4,026,928.695   324,578.303   MT  0.99997916   -1 09 35.7
 FX2750
 FX2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2750!SPC NC       -   1.00000330  x   1.00006361  =   1.00006691
 FX2750!UTM  18      -   1.00000330  x   0.99997916  =   0.99998246
 FX2750
 FX2750                          SUPERSEDED SURVEY CONTROL
 FX2750
 FX2750  NAD 83(1993)-  36 22 17.35889(N)    076 57 19.69466(W) AD(       ) 2
 FX2750  NAD 83(1986)-  36 22 17.36413(N)    076 57 19.70532(W) AD(       ) 2
 FX2750  NGVD 29 (01/18/91)   14.76   (m)           48.4    (f) LEVELING    3  
 FX2750
 FX2750.Superseded values are not recommended for survey control.
 FX2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2750.See file dsdata.txt to determine how the superseded data were derived.
 FX2750
 FX2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2457826929(NAD 83)
 FX2750_MARKER: DE = TRAVERSE STATION DISK
 FX2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2750_SP_SET: CONCRETE POST
 FX2750_STAMPING: 17 LB 8 1975
 FX2750_MARK LOGO: NCDOT 
 FX2750_PROJECTION: FLUSH
 FX2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2750+STABILITY: SURFACE MOTION
 FX2750
 FX2750  HISTORY     - Date     Condition        Report By
 FX2750  HISTORY     - 1975     MONUMENTED       NCSHC
 FX2750  HISTORY     - 1980     GOOD             NCGS
 FX2750  HISTORY     - 1980     GOOD             NCGS
 FX2750
 FX2750                          STATION DESCRIPTION
 FX2750
 FX2750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2750'STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF WINTON AND 6.2
 FX2750'MILES NORTH-NORTHEAST OF AHOSKIE.
 FX2750'
 FX2750'TO REACH STATION FROM INTERSECTION OF US 13 WITH US 158 AT WINTON,
 FX2750'PROCEED SOUTHWEST ALONG US 13 FOR 1.7 MILES TO STATION ON LEFT AT
 FX2750'CORNER OF WOODS AND 0.2 MILE NORTHEAST OF SR 1457.
 FX2750'
 FX2750'STATION MARK IS A STANDARD NCSHC DISK STAMPED---17 LB 8 1975---SET IN
 FX2750'THE TOP OF A 6 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 FX2750'SURFACE.  MARK IS 93.4 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 9.8
 FX2750'FEET NORTHWEST OF 8 INCH OAK WITH REFERENCE TAG, 33.3 FEET NORTH OF
 FX2750'28 INCH GUM WITH REFERENCE TAG AND 26.4 FEET NORTHWEST OF RAILROAD
 FX2750'SPIKE IN 20 INCH PINE.
 FX2750
 FX2750                          STATION RECOVERY (1980)
 FX2750
 FX2750'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2750'1.7 MI SW FROM WINTON.
 FX2750'6.2 MILES NORTH-NORTHEAST OF AHOSKIE.
 FX2750'1.7 MILES SOUTHWEST ALONG US 13 FROM INTERSECTION WITH 158 AT WINTON,
 FX2750'ON LEFT AT CORNER OF WOODS AND 0.2 MILE NORTHEAST OF SR 1457, 93.4
 FX2750'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 9.8 FEET NORTHWEST OF 8 INCH
 FX2750'OAK WITH REFERENCE TAG, 33.3 FEET NORTH OF 28 INCH GUM WITH REFERENCE
 FX2750'TAG AND 26.4 FEET NORTHWEST OF RAILROAD SPIKE IN 20 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2749 ***********************************************************************
 FX2749  DESIGNATION -  17 LB 9 NCDOT
 FX2749  PID         -  FX2749
 FX2749  STATE/COUNTY-  NC/HERTFORD
 FX2749  USGS QUAD   -  WINTON (1982)
 FX2749
 FX2749                         *CURRENT SURVEY CONTROL
 FX2749  ___________________________________________________________________
 FX2749* NAD 83(2001)-  36 23 29.58451(N)    076 56 48.19765(W)     ADJUSTED  
 FX2749* NAVD 88     -        13.121  (meters)      43.05   (feet)  ADJUSTED  
 FX2749  ___________________________________________________________________
 FX2749  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 FX2749  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 FX2749  DYNAMIC HT  -          13.111 (meters)      43.02  (feet)  COMP
 FX2749  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 FX2749
 FX2749  HORZ ORDER  -  SECOND
 FX2749  VERT ORDER  -  SECOND    CLASS II
 FX2749
 FX2749.The horizontal coordinates were established by classical geodetic methods
 FX2749.and adjusted by the National Geodetic Survey in August 2005.
 FX2749
 FX2749.The orthometric height was determined by differential leveling
 FX2749.and adjusted in June 1991.
 FX2749
 FX2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2749
 FX2749.The geoid height was determined by GEOID03.
 FX2749
 FX2749.The dynamic height is computed by dividing the NAVD 88
 FX2749.geopotential number by the normal gravity value computed on the
 FX2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2749.degrees latitude (g = 980.6199 gals.).
 FX2749
 FX2749.The modeled gravity was interpolated from observed gravity values.
 FX2749
 FX2749;                    North         East     Units Scale Factor Converg.
 FX2749;SPC NC       -   294,953.876   793,812.750   MT  1.00007053   +1 11 06.3
 FX2749;SPC NC       -   967,694.51  2,604,367.33   sFT  1.00007053   +1 11 06.3
 FX2749;UTM  18      - 4,029,138.772   325,407.997   MT  0.99997558   -1 09 19.0
 FX2749
 FX2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2749!SPC NC       -   1.00000351  x   1.00007053  =   1.00007404
 FX2749!UTM  18      -   1.00000351  x   0.99997558  =   0.99997909
 FX2749
 FX2749                          SUPERSEDED SURVEY CONTROL
 FX2749
 FX2749  NAD 83(1993)-  36 23 29.58959(N)    076 56 48.20352(W) AD(       ) 2
 FX2749  NAD 83(1986)-  36 23 29.59455(N)    076 56 48.21268(W) AD(       ) 2
 FX2749  NGVD 29 (01/18/91)   13.47   (m)           44.2    (f) LEVELING    3  
 FX2749
 FX2749.Superseded values are not recommended for survey control.
 FX2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2749.See file dsdata.txt to determine how the superseded data were derived.
 FX2749
 FX2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2540829139(NAD 83)
 FX2749_MARKER: DE = TRAVERSE STATION DISK
 FX2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2749_SP_SET: CONCRETE POST
 FX2749_STAMPING: 17 LB 9 1975
 FX2749_MARK LOGO: NCDOT 
 FX2749_PROJECTION: FLUSH
 FX2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2749+STABILITY: SURFACE MOTION
 FX2749
 FX2749  HISTORY     - Date     Condition        Report By
 FX2749  HISTORY     - 1975     MONUMENTED       NCSHC
 FX2749  HISTORY     - 1980     GOOD             NCGS
 FX2749  HISTORY     - 1980     GOOD             NCGS
 FX2749
 FX2749                          STATION DESCRIPTION
 FX2749
 FX2749'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2749'STATION IS LOCATED APPROXIMATELY 0.6 MILE WEST OF WINTON.
 FX2749'
 FX2749'TO REACH STATION FROM INTERSECTION OF US 13 WITH US 158 AT WINTON,
 FX2749'PROCEED SOUTHWEST ALONG US 13 FOR 0.3 MILE TO STATION ON RIGHT, AT
 FX2749'CENTER OF BRACE SECTION OF FENCE.
 FX2749'
 FX2749'STATION MARK IS A STANDARD NCSHC DISK STAMPED---17 LB 9 1975---SET IN
 FX2749'THE TOP OF A 6 INCH CONCRETE POST, WHICH IS FLUSH WITH GROUND SURFACE.
 FX2749'MARK IS 110.1 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 3.1 FEET
 FX2749'SOUTHEAST OF MIDDLE BRACE POST WITH REFERENCE TAG, 17.7 FEET SOUTH OF
 FX2749'FENCE POST WITH REFERENCE TAG, 18.8 FEET NORTHEAST OF FENCE POST WITH
 FX2749'REFERENCE TAG AND 3.8 FEET SOUTHEAST OF RIGHT-OF-WAY MARKER.
 FX2749
 FX2749                          STATION RECOVERY (1980)
 FX2749
 FX2749'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2749'0.6 MI WEST FROM WINTON.
 FX2749'0.3 MILE SOUTHWEST ALONG US 13 FROM INTERSECTION WITH US 158 IN
 FX2749'WINTON, ON RIGHT AT CENTER OF BRACE SECTION OF FENCE, 110.1 FEET
 FX2749'NORTHWEST OF CENTERLINE OF HIGHWAY, 3.1 FEET SOUTHEAST OF MIDDLE
 FX2749'BRACE POST WITH REFERENCE TAG, 17.7 FEET SOUTH OF FENCE POST WITH
 FX2749'REFERENCE TAG, 18.8 FEET NORTHEAST OF FENCE POST WITH REFERENCE TAG
 FX2749'AND 3.8 FEET SOUTHEAST OF RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2288 ***********************************************************************
 FY2288  DESIGNATION -  17 MAX
 FY2288  PID         -  FY2288
 FY2288  STATE/COUNTY-  NC/CASWELL
 FY2288  USGS QUAD   -  PARK SPRING (1994)
 FY2288
 FY2288                         *CURRENT SURVEY CONTROL
 FY2288  ___________________________________________________________________
 FY2288* NAD 83(2001)-  36 23 09.11372(N)    079 28 18.68590(W)     ADJUSTED  
 FY2288* NAVD 88     -       221.986  (meters)     728.30   (feet)  ADJUSTED  
 FY2288  ___________________________________________________________________
 FY2288  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FY2288  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 FY2288  DYNAMIC HT  -         221.802 (meters)     727.70  (feet)  COMP
 FY2288  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 FY2288
 FY2288  HORZ ORDER  -  SECOND
 FY2288  VERT ORDER  -  FIRST     CLASS II
 FY2288
 FY2288.The horizontal coordinates were established by classical geodetic methods
 FY2288.and adjusted by the National Geodetic Survey in August 2005.
 FY2288
 FY2288.The orthometric height was determined by differential leveling
 FY2288.and adjusted in June 1991.
 FY2288
 FY2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2288
 FY2288.The geoid height was determined by GEOID03.
 FY2288
 FY2288.The dynamic height is computed by dividing the NAVD 88
 FY2288.geopotential number by the normal gravity value computed on the
 FY2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2288.degrees latitude (g = 980.6199 gals.).
 FY2288
 FY2288.The modeled gravity was interpolated from observed gravity values.
 FY2288
 FY2288;                    North         East     Units Scale Factor Converg.
 FY2288;SPC NC       -   292,518.306   567,262.313   MT  1.00006856   -0 16 20.4
 FY2288;SPC NC       -   959,703.81  1,861,093.11   sFT  1.00006856   -0 16 20.4
 FY2288;UTM  17      - 4,027,832.305   637,058.668   MT  0.99983145   +0 54 24.0
 FY2288
 FY2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2288!SPC NC       -   0.99997010  x   1.00006856  =   1.00003866
 FY2288!UTM  17      -   0.99997010  x   0.99983145  =   0.99980156
 FY2288
 FY2288                          SUPERSEDED SURVEY CONTROL
 FY2288
 FY2288  NAD 83(1993)-  36 23 09.11524(N)    079 28 18.68885(W) AD(       ) 2
 FY2288  NAD 83(1986)-  36 23 09.11857(N)    079 28 18.69481(W) AD(       ) 2
 FY2288  NGVD 29 (03/05/92)  222.211  (m)          729.04   (f) ADJUSTED    1 2
 FY2288
 FY2288.Superseded values are not recommended for survey control.
 FY2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2288.See file dsdata.txt to determine how the superseded data were derived.
 FY2288
 FY2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3705927832(NAD 83)
 FY2288_MARKER: DB = BENCH MARK DISK
 FY2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2288_SP_SET: CONCRETE POST
 FY2288_STAMPING: 17 MAX 1971 729
 FY2288_MARK LOGO: USGS  
 FY2288_PROJECTION: FLUSH
 FY2288_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2288+STABILITY: SURFACE MOTION
 FY2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2288+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY2288
 FY2288  HISTORY     - Date     Condition        Report By
 FY2288  HISTORY     - 1971     MONUMENTED       USGS
 FY2288  HISTORY     - 1982     GOOD             NCGS
 FY2288  HISTORY     - 19960226 GOOD             GEOMET
 FY2288  HISTORY     - 20060308 GOOD             GEOCAC
 FY2288
 FY2288                          STATION DESCRIPTION
 FY2288
 FY2288'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2288'7.8 MI WEST FROM YANCEYVILLE.
 FY2288'ALONG US 158, 2.5 MILES WEST OF INTERSECTION WITH NC 150, OR 0.1
 FY2288'MILE WEST OF INTERSECTION WITH SR 1306, IN NORTHEAST YARD OF NEW
 FY2288'EPHESUS BAPTIST CHURCH, 98.5 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 FY2288'38.0 FEET EAST OF NORTHEAST CORNER OF CHURCH, AND 73.7 FEET
 FY2288'NORTHEAST OF SOUTHEAST CORNER OF CHURCH.
 FY2288'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 FY2288'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2288
 FY2288                          STATION RECOVERY (1996)
 FY2288
 FY2288'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY2288'PAINTED TARGET.  24 INCH.  CHURCH PARKING LOT.
 FY2288
 FY2288                          STATION RECOVERY (2006)
 FY2288
 FY2288'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2288'RECOVERED IN THE HANDICAPPED ZONE OF AN ASPHALT PARKING LOT,
 FY2288'PROJECTING 2 CM. ADD THAT MARK IS 15 METERS, BEARING 297 DEGREES
 FY2288'MAGNETIC, FROM THE NW CORNER OF A CINDER BLOCK BUILDING.
 FY2288' 
 FY2288' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2018 ***********************************************************************
 EY2018  DESIGNATION -  17 MEA
 EY2018  PID         -  EY2018
 EY2018  STATE/COUNTY-  NC/PITT
 EY2018  USGS QUAD   -  WILMAR (1983)
 EY2018
 EY2018                         *CURRENT SURVEY CONTROL
 EY2018  ___________________________________________________________________
 EY2018* NAD 83(1986)-  35 25 26.     (N)    077 13 22.     (W)     SCALED    
 EY2018* NAVD 88     -        13.361  (meters)      43.84   (feet)  ADJUSTED  
 EY2018  ___________________________________________________________________
 EY2018  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EY2018  DYNAMIC HT  -          13.350 (meters)      43.80  (feet)  COMP
 EY2018  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 EY2018
 EY2018  VERT ORDER  -  SECOND    CLASS II
 EY2018
 EY2018.The horizontal coordinates were scaled from a topographic map and have
 EY2018.an estimated accuracy of +/- 6 seconds.
 EY2018
 EY2018.The orthometric height was determined by differential leveling
 EY2018.and adjusted in June 1991.
 EY2018
 EY2018.The geoid height was determined by GEOID03.
 EY2018
 EY2018.The dynamic height is computed by dividing the NAVD 88
 EY2018.geopotential number by the normal gravity value computed on the
 EY2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2018.degrees latitude (g = 980.6199 gals.).
 EY2018
 EY2018.The modeled gravity was interpolated from observed gravity values.
 EY2018
 EY2018;                    North         East    Units  Estimated Accuracy
 EY2018;SPC NC       -   187,130.      770,970.      MT  (+/- 180 meters Scaled)
 EY2018
 EY2018                          SUPERSEDED SURVEY CONTROL
 EY2018
 EY2018.No superseded survey control is available for this station.
 EY2018
 EY2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE982223(NAD 83)
 EY2018_MARKER: DB = BENCH MARK DISK
 EY2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2018_SP_SET: CONCRETE POST
 EY2018_STAMPING: 17 MEA 1978
 EY2018_MARK LOGO: USGS  
 EY2018_PROJECTION: PROJECTING 13 CENTIMETERS
 EY2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2018+STABILITY: SURFACE MOTION
 EY2018
 EY2018  HISTORY     - Date     Condition        Report By
 EY2018  HISTORY     - 1978     MONUMENTED       USGS
 EY2018  HISTORY     - 1983     GOOD             NCGS
 EY2018
 EY2018                          STATION DESCRIPTION
 EY2018
 EY2018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2018'9.3 MI SW FROM CHOCOWINITY.
 EY2018'STATION IS LOCATED 2.0 MILES EASTERLY ALONG NC 102 FROM THE
 EY2018'INTERSECTION WITH NC 43 AT CALICO, ON THE PROLONGATION OF THE WEST
 EY2018'EDGE OF A CARPORT OF THE T.J. STOCKS HOME, 34.5 FEET NORTH OF THE
 EY2018'CENTERLINE OF NC 102, AND 2.0 FEET EAST OF A POWER POLE.
 EY2018'THE MARK IS 0.5 FT  S FROM A WITNESS POST.
 EY2018'THE MARK IS 0.7 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2700 ***********************************************************************
 FX2700  DESIGNATION -  17 MEA
 FX2700  PID         -  FX2700
 FX2700  STATE/COUNTY-  NC/GATES
 FX2700  USGS QUAD   -  SUNBURY (1981)
 FX2700
 FX2700                         *CURRENT SURVEY CONTROL
 FX2700  ___________________________________________________________________
 FX2700* NAD 83(1986)-  36 26 28.     (N)    076 35 51.     (W)     SCALED    
 FX2700* NAVD 88     -         8.206  (meters)      26.92   (feet)  ADJUSTED  
 FX2700  ___________________________________________________________________
 FX2700  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 FX2700  DYNAMIC HT  -           8.199 (meters)      26.90  (feet)  COMP
 FX2700  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 FX2700
 FX2700  VERT ORDER  -  SECOND    CLASS II
 FX2700
 FX2700.The horizontal coordinates were scaled from a topographic map and have
 FX2700.an estimated accuracy of +/- 6 seconds.
 FX2700
 FX2700.The orthometric height was determined by differential leveling
 FX2700.and adjusted in June 1991.
 FX2700
 FX2700.The geoid height was determined by GEOID03.
 FX2700
 FX2700.The dynamic height is computed by dividing the NAVD 88
 FX2700.geopotential number by the normal gravity value computed on the
 FX2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2700.degrees latitude (g = 980.6199 gals.).
 FX2700
 FX2700.The modeled gravity was interpolated from observed gravity values.
 FX2700
 FX2700;                    North         East    Units  Estimated Accuracy
 FX2700;SPC NC       -   301,160.      825,010.      MT  (+/- 180 meters Scaled)
 FX2700
 FX2700                          SUPERSEDED SURVEY CONTROL
 FX2700
 FX2700.No superseded survey control is available for this station.
 FX2700
 FX2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF568340(NAD 83)
 FX2700_MARKER: DB = BENCH MARK DISK
 FX2700_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FX2700_SP_SET: CONCRETE BRIDGE ABUTMENT
 FX2700_STAMPING: 17 MEA 1976
 FX2700_MARK LOGO: USGS  
 FX2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2700+STABILITY: SURFACE MOTION
 FX2700
 FX2700  HISTORY     - Date     Condition        Report By
 FX2700  HISTORY     - 1976     MONUMENTED       USGS
 FX2700  HISTORY     - 1980     GOOD             NCGS
 FX2700  HISTORY     - 19970113 GOOD             USPSQD
 FX2700
 FX2700                          STATION DESCRIPTION
 FX2700
 FX2700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2700'0.7 MI EAST FROM SUNBURY.
 FX2700'0.75 MILE EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN
 FX2700'SUNBURY, IN NORTHWEST ABUTMENT OF A SMALL BRIDGE OVER A CREEK. 18.6
 FX2700'FEET NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY AND 0.7 FEET NORTH-
 FX2700'NORTHEAST OF CONCRETE GUARD RAIL.
 FX2700'THE MARK IS 1 FT BELOW HIGHWAY.
 FX2700
 FX2700                          STATION RECOVERY (1997)
 FX2700
 FX2700'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8056 ***********************************************************************
 AF8056  DESIGNATION -  17 MEA
 AF8056  PID         -  AF8056
 AF8056  STATE/COUNTY-  NC/NASH
 AF8056  USGS QUAD   -  MIDDLESEX (1978)
 AF8056
 AF8056                         *CURRENT SURVEY CONTROL
 AF8056  ___________________________________________________________________
 AF8056* NAD 83(2001)-  35 51 41.53940(N)    078 07 38.91206(W)     ADJUSTED  
 AF8056* NAVD 88     -        89.03   (+/-2cm)     292.1    (feet)  VERTCON   
 AF8056  ___________________________________________________________________
 AF8056  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AF8056  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AF8056  HORZ ORDER  -  THIRD
 AF8056  VERT ORDER  -  THIRD (See Below)
 AF8056
 AF8056.The horizontal coordinates were established by classical geodetic methods
 AF8056.and adjusted by the National Geodetic Survey in August 2005.
 AF8056
 AF8056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8056.The vertical order pertains to the NGVD 29 superseded value.
 AF8056
 AF8056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8056
 AF8056.The geoid height was determined by GEOID03.
 AF8056
 AF8056;                    North         East     Units Scale Factor Converg.
 AF8056;SPC NC       -   234,584.550   688,401.928   MT  0.99992911   +0 30 12.9
 AF8056;SPC NC       -   769,632.81  2,258,531.99   sFT  0.99992911   +0 30 12.9
 AF8056;UTM  17      - 3,972,402.176   759,379.963   MT  1.00042910   +1 41 01.5
 AF8056
 AF8056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8056!SPC NC       -   0.99999141  x   0.99992911  =   0.99992052
 AF8056!UTM  17      -   0.99999141  x   1.00042910  =   1.00042051
 AF8056
 AF8056                          SUPERSEDED SURVEY CONTROL
 AF8056
 AF8056  NAD 83(1986)-  35 51 41.54598(N)    078 07 38.92301(W) AD(       ) 4
 AF8056  NGVD 29 (06/05/98)   89.34   (m)          293.1    (f) LEVELING    3  
 AF8056
 AF8056.Superseded values are not recommended for survey control.
 AF8056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8056.See file dsdata.txt to determine how the superseded data were derived.
 AF8056
 AF8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5938072402(NAD 83)
 AF8056_MARKER: DD = SURVEY DISK
 AF8056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8056_STAMPING: 17 MEA 1975 293
 AF8056_MARK LOGO: USGS  
 AF8056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8056+STABILITY: SURFACE MOTION
 AF8056
 AF8056  HISTORY     - Date     Condition        Report By
 AF8056  HISTORY     - 1975     MONUMENTED       USGS
 AF8056  HISTORY     - 19840101 GOOD             NCGS
 AF8056
 AF8056                          STATION DESCRIPTION
 AF8056
 AF8056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AF8056'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) EAST OF SAMARIA.  ALONG NC 97
 AF8056'FOR 2.9 MI (4.7 KM) EAST FROM NC 231, AT THE JUNCTION OF NC 97 AND SR
 AF8056'1137.  MARK PROJECTS 3 INCHES ABOVE GROUND AND IS LEVEL WITH THE
 AF8056'CROSSROADS. LOCATED 35.0 FT (10.7 M) NORTH OF THE CENTERLINE OF NC 97,
 AF8056'75.0 FT (22.9 M) EAST OF THE CENTERLINE OF SR 1137, AND 1.0 FT (0.3 M)
 AF8056'WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5065 ***********************************************************************
 AH5065  DESIGNATION -  17 MEA
 AH5065  PID         -  AH5065
 AH5065  STATE/COUNTY-  NC/SAMPSON
 AH5065  USGS QUAD   -  CLINTON NORTH (1986)
 AH5065
 AH5065                         *CURRENT SURVEY CONTROL
 AH5065  ___________________________________________________________________
 AH5065* NAD 83(2001)-  35 02 31.73750(N)    078 21 34.37872(W)     ADJUSTED  
 AH5065* NAVD 88     -        44.70   (meters)     146.7    (feet)  LEVELING  
 AH5065  ___________________________________________________________________
 AH5065  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AH5065  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AH5065  HORZ ORDER  -  SECOND
 AH5065  VERT ORDER  -  THIRD
 AH5065
 AH5065.The horizontal coordinates were established by classical geodetic methods
 AH5065.and adjusted by the National Geodetic Survey in August 2005.
 AH5065
 AH5065.The orthometric height was determined by differential leveling.
 AH5065.The vertical network tie was performed by a horz. field party for horz.
 AH5065.obs reductions. Reset procedures were used to establish the elevation.
 AH5065
 AH5065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5065
 AH5065.The geoid height was determined by GEOID03.
 AH5065
 AH5065;                    North         East     Units Scale Factor Converg.
 AH5065;SPC NC       -   143,526.641   668,029.303   MT  0.99987925   +0 22 10.7
 AH5065;SPC NC       -   470,886.99  2,191,692.80   sFT  0.99987925   +0 22 10.7
 AH5065;UTM  17      - 3,880,905.165   740,851.125   MT  1.00031499   +1 31 00.6
 AH5065
 AH5065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5065!SPC NC       -   0.99999840  x   0.99987925  =   0.99987765
 AH5065!UTM  17      -   0.99999840  x   1.00031499  =   1.00031338
 AH5065
 AH5065                          SUPERSEDED SURVEY CONTROL
 AH5065
 AH5065  NAD 83(1986)-  35 02 31.74412(N)    078 21 34.38707(W) AD(       ) 2
 AH5065
 AH5065.Superseded values are not recommended for survey control.
 AH5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5065.See file dsdata.txt to determine how the superseded data were derived.
 AH5065
 AH5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4085180905(NAD 83)
 AH5065_MARKER: DB = BENCH MARK DISK
 AH5065_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH5065_STAMPING: 17 MEA 1980 148
 AH5065_MARK LOGO: USGS  
 AH5065_PROJECTION: FLUSH
 AH5065_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5065
 AH5065  HISTORY     - Date     Condition        Report By
 AH5065  HISTORY     - 1980     MONUMENTED       USGS
 AH5065  HISTORY     - 19860101 GOOD             NCGS
 AH5065
 AH5065                          STATION DESCRIPTION
 AH5065
 AH5065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5065'STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) NORTHWEST OF CLINTON. ALONG
 AH5065'US 421 FOR 4.3 KM (2.65 MI) NORTHWEST FROM THE FAIRCLOTH FREEWAY
 AH5065'OVERPASS TO SR 1842, IN THE SOUTHEAST QUADRANT. MARK IS FLUSH WITH
 AH5065'GROUND AND 2-FEET HIGHER THAN THE HIGHWAY. LOCATED 18.7 M (61.4 FT)
 AH5065'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.5 M (86.9 FT) SOUTHEAST
 AH5065'OF THE CENTERLINE OF THE ROAD, 1.5 M (4.9 FT) SOUTH OF A TELEPHONE
 AH5065'PEDESTAL, AND 2.3 M (7.5 FT) EAST-NORTHEAST OF A POWER POLE WITH A
 AH5065'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2472 ***********************************************************************
 EB2472  DESIGNATION -  17 REW
 EB2472  PID         -  EB2472
 EB2472  STATE/COUNTY-  NC/BLADEN
 EB2472  USGS QUAD   -  TARHEEL (1986)
 EB2472
 EB2472                         *CURRENT SURVEY CONTROL
 EB2472  ___________________________________________________________________
 EB2472* NAD 83(2001)-  34 43 15.62440(N)    078 45 27.91526(W)     ADJUSTED  
 EB2472* NAVD 88     -        44.71   (+/-2cm)     146.7    (feet)  VERTCON   
 EB2472  ___________________________________________________________________
 EB2472  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EB2472  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EB2472  HORZ ORDER  -  SECOND
 EB2472  VERT ORDER  -  THIRD ? (See Below)
 EB2472
 EB2472.The horizontal coordinates were established by classical geodetic methods
 EB2472.and adjusted by the National Geodetic Survey in August 2005.
 EB2472
 EB2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2472.The vertical order pertains to the NGVD 29 superseded value.
 EB2472
 EB2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2472
 EB2472.The geoid height was determined by GEOID03.
 EB2472
 EB2472;                    North         East     Units Scale Factor Converg.
 EB2472;SPC NC       -   107,741.947   631,788.286   MT  0.99991521   +0 08 23.3
 EB2472;SPC NC       -   353,483.37  2,072,792.07   sFT  0.99991521   +0 08 23.3
 EB2472;UTM  17      - 3,844,393.496   705,319.242   MT  1.00011961   +1 16 39.3
 EB2472
 EB2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2472!SPC NC       -   0.99999838  x   0.99991521  =   0.99991359
 EB2472!UTM  17      -   0.99999838  x   1.00011961  =   1.00011799
 EB2472
 EB2472                          SUPERSEDED SURVEY CONTROL
 EB2472
 EB2472  NAD 83(1986)-  34 43 15.63471(N)    078 45 27.92394(W) AD(       ) 2
 EB2472  NAD 27      -  34 43 15.02590(N)    078 45 28.85259(W) AD(       ) 2
 EB2472  NGVD 29 (07/19/86)   45.00   (m)          147.6    (f) LEVELING    3  
 EB2472
 EB2472.Superseded values are not recommended for survey control.
 EB2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2472.See file dsdata.txt to determine how the superseded data were derived.
 EB2472
 EB2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0531944393(NAD 83)
 EB2472_MARKER: DB = BENCH MARK DISK
 EB2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2472
 EB2472  HISTORY     - Date     Condition        Report By
 EB2472  HISTORY     - 1973     MONUMENTED       USGS
 EB2472  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EB2472
 EB2472                          STATION DESCRIPTION
 EB2472
 EB2472'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 EB2472'17 REW 1951 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2472'VICINITY OF TAR HEEL, NORTH CAROLINA.
 EB2472'
 EB2472'17 REW 1951 IS LOCATED APPROXIMATELY 2.0 MILES ESE OF TAR HEEL, AND
 EB2472'4.8 MILES NNW OF DUBLIN.  TO REACH STATION FROM INTERSECTION OF NC
 EB2472'87 AND NC 131 EAST OF TAR HEEL, PROCEED ESE ALONG NC 87 FOR 1.80
 EB2472'MILES TO SR 1344 AND STATION IN SOUTH QUADRANT OF INTERSECTION.
 EB2472'
 EB2472'STATION MARK IS A STANDARD USGS BM DISK SET IN THE TOP OF A CONCRETE
 EB2472'CYLINDER, STAMPED 17 REW 1951, AND IS 3 INCHES ABOVE THE SURFACE OF
 EB2472'THE GROUND.
 EB2472'
 EB2472'MARK IS
 EB2472'
 EB2472'44.6 FEET SW OF C/L OF NC 87.
 EB2472'45.0 FEET SE OF C/L OF SR 1344.
 EB2472'60.0 FEET S OF THE INTERSECTION.
 EB2472'6.0 FEET NW OF 12 INCH OAK.
 EB2472'SLOPE DISTANCE 253.6 FEET SSE OF NCGS STATION SINGLETARY.
 EB2472
 EB2472                          STATION RECOVERY (1984)
 EB2472
 EB2472'RECOVERY NOTE BY US POWER SQUADRON 1984 (NAM)
 EB2472'(DISK MISSING) STATION DESTROYED.
 EB2472'
 EB2472'MARKER DESTROYED BY ROADWORK IN 1982.  CONCRETE CYLINDER LAYING
 EB2472'BY SIDE OF OAK TREE.  DESTRUCTION CONFIRMED BY RESIDENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0070 ***********************************************************************
 EB0070  DESIGNATION -  17 WC 13
 EB0070  PID         -  EB0070
 EB0070  STATE/COUNTY-  NC/DUPLIN
 EB0070  USGS QUAD   -  TURKEY (1984)
 EB0070
 EB0070                         *CURRENT SURVEY CONTROL
 EB0070  ___________________________________________________________________
 EB0070* NAD 83(2001)-  34 59 35.55876(N)    078 08 51.22389(W)     ADJUSTED  
 EB0070* NAVD 88     -        45.739  (meters)     150.06   (feet)  ADJUSTED  
 EB0070  ___________________________________________________________________
 EB0070  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 EB0070  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EB0070  DYNAMIC HT  -          45.697 (meters)     149.92  (feet)  COMP
 EB0070  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 EB0070
 EB0070  HORZ ORDER  -  SECOND
 EB0070  VERT ORDER  -  SECOND    CLASS 0
 EB0070
 EB0070.The horizontal coordinates were established by classical geodetic methods
 EB0070.and adjusted by the National Geodetic Survey in August 2005.
 EB0070
 EB0070.The orthometric height was determined by differential leveling
 EB0070.and adjusted in June 1991.
 EB0070
 EB0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0070
 EB0070.The geoid height was determined by GEOID03.
 EB0070
 EB0070.The dynamic height is computed by dividing the NAVD 88
 EB0070.geopotential number by the normal gravity value computed on the
 EB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0070.degrees latitude (g = 980.6199 gals.).
 EB0070
 EB0070.The modeled gravity was interpolated from observed gravity values.
 EB0070
 EB0070;                    North         East     Units Scale Factor Converg.
 EB0070;SPC NC       -   138,243.622   687,415.050   MT  0.99988272   +0 29 31.2
 EB0070;SPC NC       -   453,554.28  2,255,294.21   sFT  0.99988272   +0 29 31.2
 EB0070;UTM  17      - 3,876,008.496   760,348.272   MT  1.00043546   +1 38 12.2
 EB0070
 EB0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0070!SPC NC       -   0.99999834  x   0.99988272  =   0.99988106
 EB0070!UTM  17      -   0.99999834  x   1.00043546  =   1.00043380
 EB0070
 EB0070                          SUPERSEDED SURVEY CONTROL
 EB0070
 EB0070  NAD 83(1986)-  34 59 35.56792(N)    078 08 51.23527(W) AD(       ) 2
 EB0070  NAD 27      -  34 59 34.96707(N)    078 08 52.26432(W) AD(       ) 2
 EB0070  NGVD 29 (??/??/92)   46.011  (m)          150.95   (f) ADJ UNCH    2 0
 EB0070
 EB0070.Superseded values are not recommended for survey control.
 EB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0070.See file dsdata.txt to determine how the superseded data were derived.
 EB0070
 EB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6034876008(NAD 83)
 EB0070_MARKER: DE = TRAVERSE STATION DISK
 EB0070_SETTING: 0 = UNSPECIFIED SETTING
 EB0070_STAMPING: 17 WC 1967
 EB0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0070
 EB0070  HISTORY     - Date     Condition        Report By
 EB0070  HISTORY     - 1967     MONUMENTED       NCDOT
 EB0070  HISTORY     - 1967     GOOD             NCHPWC
 EB0070
 EB0070                          STATION DESCRIPTION
 EB0070
 EB0070'DESCRIBED BY 
NC DOT 1967 (JWC)
 EB0070'17 WC 13 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 EB0070'OF TURKEY, NORTH CAROLINA.
 EB0070'
 EB0070'17 WC 13 IS LOCATED APPROXIMATELY 2.1 MILES EAST OF TURKEY (SAMPSON
 EB0070'COUNTY), AND 3.1 MILES EST OF WARSAW.  TO REACH STATION FROM
 EB0070'INTERSECTION OF NC 24 WITH SEABOARD COAST LINE RR IN WARSAW,
 EB0070'PROCEED WEST ALONG NC 24 FOR 3.2 MILES TO SR 1108, AND STATION IN
 EB0070'SE QUADRANT OF INTERSECTION AND APPROXIMATELY 325 FEET E OF
 EB0070'INTERSECTION.
 EB0070'
 EB0070'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISSION DISK, STAMPED 17
 EB0070'WC 13 1967, SET IN A CONCRETE POST, WHICH IS 5 INCHES ABOVE THE
 EB0070'SURFACE OF THE GROUND.
 EB0070'
 EB0070'MARK IS
 EB0070'
 EB0070'27.0 FEET S OF C/L OF NC 24.
 EB0070'27.0 FEET NNW OF BRACE POLE W/ALUMINUM REF. TAG.
 EB0070'77.0 FEET S OF TP NO. 1550 W/ALUMINUM REF. TAG.
 EB0070'280.0 FEET E OF N AND C IN 14 INCH GUM.
 EB0070'554.0 FEET E OF NCGS STATION KENAN.
 EB0070
 EB0070                          STATION RECOVERY (1967)
 EB0070
 EB0070'RECOVERY NOTE BY NC HWY AND P W COMM 1967
 EB0070'2 MI E FROM TURKEY.
 EB0070'STATION IS A N.C. STATE HIGHWAY COMMISSION MONUMENT LOCATED
 EB0070'APPROXIMATELY 2.05 MI. E OF TURKEY AND 3.05 MI. W OF WARSAW, 0.35
 EB0070'MI. E OF THE DUPLIN-SAMPSON COUNTY LINE, IN THE SE QUADRANT ON
 EB0070'INTERSECTION OF NC 24 AND SR 1108 APPROXIMATELY 32.0 FT E OF C/L
 EB0070'OF SR 1108, 27.0 FT S OF C/L OF NC 24, 27.0 FT NNW OF AN
 EB0070'ALUMINUM REF. TAG ON BRACE POLE, 44.1 FT ESE OF ALUMINUM REF.
 EB0070'TAG ON HIGHWAY SPEED LIMIT SIGN POST, AND 77.0 FT S OF ALUMINUM
 EB0070'REF. TAG ON TELEGRAPH POLE 1550.  DISK PROJECTS 3 INCHES ABOVE
 EB0070'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0057 ***********************************************************************
 EB0057  DESIGNATION -  17 WC 3
 EB0057  PID         -  EB0057
 EB0057  STATE/COUNTY-  NC/SAMPSON
 EB0057  USGS QUAD   -  CLINTON SOUTH (1986)
 EB0057
 EB0057                         *CURRENT SURVEY CONTROL
 EB0057  ___________________________________________________________________
 EB0057* NAD 83(2001)-  34 59 36.60403(N)    078 16 35.28125(W)     ADJUSTED  
 EB0057* NAVD 88     -        46.698  (meters)     153.21   (feet)  ADJUSTED  
 EB0057  ___________________________________________________________________
 EB0057  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 EB0057  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EB0057  DYNAMIC HT  -          46.656 (meters)     153.07  (feet)  COMP
 EB0057  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 EB0057
 EB0057  HORZ ORDER  -  SECOND
 EB0057  VERT ORDER  -  SECOND    CLASS 0
 EB0057
 EB0057.The horizontal coordinates were established by classical geodetic methods
 EB0057.and adjusted by the National Geodetic Survey in August 2005.
 EB0057
 EB0057.The orthometric height was determined by differential leveling
 EB0057.and adjusted in June 1991.
 EB0057
 EB0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0057
 EB0057.The geoid height was determined by GEOID03.
 EB0057
 EB0057.The dynamic height is computed by dividing the NAVD 88
 EB0057.geopotential number by the normal gravity value computed on the
 EB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0057.degrees latitude (g = 980.6199 gals.).
 EB0057
 EB0057.The modeled gravity was interpolated from observed gravity values.
 EB0057
 EB0057;                    North         East     Units Scale Factor Converg.
 EB0057;SPC NC       -   138,182.426   675,648.110   MT  0.99988269   +0 25 03.4
 EB0057;SPC NC       -   453,353.51  2,216,688.84   sFT  0.99988269   +0 25 03.4
 EB0057;UTM  17      - 3,875,712.042   748,578.839   MT  1.00036162   +1 33 45.7
 EB0057
 EB0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0057!SPC NC       -   0.99999813  x   0.99988269  =   0.99988082
 EB0057!UTM  17      -   0.99999813  x   1.00036162  =   1.00035975
 EB0057
 EB0057                          SUPERSEDED SURVEY CONTROL
 EB0057
 EB0057  NAD 83(1986)-  34 59 36.61463(N)    078 16 35.29375(W) AD(       ) 2
 EB0057  NAD 27      -  34 59 36.01462(N)    078 16 36.30545(W) AD(       ) 2
 EB0057  NGVD 29 (??/??/92)   46.989  (m)          154.16   (f) ADJ UNCH    2 0
 EB0057
 EB0057.Superseded values are not recommended for survey control.
 EB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0057.See file dsdata.txt to determine how the superseded data were derived.
 EB0057
 EB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4857975712(NAD 83)
 EB0057_MARKER: DE = TRAVERSE STATION DISK
 EB0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0057_SP_SET: MONUMENT
 EB0057_STAMPING: 17 WC 3 1967
 EB0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0057+STABILITY: SURFACE MOTION
 EB0057
 EB0057  HISTORY     - Date     Condition        Report By
 EB0057  HISTORY     - 1967     MONUMENTED       NCDOT
 EB0057  HISTORY     - 1967     GOOD             NCHPWC
 EB0057  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EB0057
 EB0057                          STATION DESCRIPTION
 EB0057
 EB0057'DESCRIBED BY 
NC DOT 1967 (JWC)
 EB0057'17 WC 3 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 EB0057'OF CLINTON, NORTH CAROLINA.
 EB0057'
 EB0057'17 WC 3 IS LOCATED APPROXIMATELY 3.5 MILES EAST OF CLINTON, AND 5.2
 EB0057'MILES WEST OF TURKEY.  TO REACH STATION FROM INTERSECTION OF NC 24
 EB0057'WITH US 701 BUSINESS IN EAST SECTION OF CLINTON, PROCEED EAST ALONG
 EB0057'NC 24 FOR ABOUT 2.0 MILES TO SR 1922 AND STATION IN SW QUARDRANT
 EB0057'AND APPROXIMATELY 400 FEET WEST OF INTERSECTION.
 EB0057'
 EB0057'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISION DISK, STAMPED
 EB0057'17 WC 3 1967, SET IN A CONCRETE POST, WHICH IS 5 INCHES ABOVE THE
 EB0057'SURFACE OF THE GROUND.
 EB0057'
 EB0057'MARK IS
 EB0057'
 EB0057'70.0 FEET S OF C/L OF NC 24.
 EB0057'24.7 FEET S OF S RAIL OF SCL R/R.
 EB0057'1.2 FEET NE OF TELEGRAPH POLE W/ALUMINUM REF. TAG.
 EB0057'212.2 FEET WNW OF N AND C IN 24 INCH OAK.
 EB0057
 EB0057                          STATION RECOVERY (1967)
 EB0057
 EB0057'RECOVERY NOTE BY NC HWY AND P W COMM 1967
 EB0057'2.7 MI E FROM CLINTON.
 EB0057'2.7 MI. E OF CLINTON.  STATION IS A N.C. STATE HIGHWAY COMMISSION
 EB0057'MONUMENT LOCATED APPROXIMATELY 1.9 MI. E ALONG NC 24 FROM JUNCTION
 EB0057'WITH US 701 IN EAST CLINTON, APPROXIMATELY 400 FEET WEST OF AND
 EB0057'IN SW QUADRANT OF INTERSECTION OF NC 24 AND SR 1922, 70.0 FT
 EB0057'S OF C/L OF NC 24, 24.7 FT S OF S RAIL OF SEABOARD COAST LINE
 EB0057'RR, AND 1.2 FT NE OF ALUMINUM REF. TAG ON TELEGRAPH POLE 1285.
 EB0057'DISK PROJECTS 4 INCHES ABOVE THE GROUND.
 EB0057
 EB0057                          STATION RECOVERY (1983)
 EB0057
 EB0057'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 EB0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0060 ***********************************************************************
 EB0060  DESIGNATION -  17 WC 4
 EB0060  PID         -  EB0060
 EB0060  STATE/COUNTY-  NC/SAMPSON
 EB0060  USGS QUAD   -  TURKEY (1984)
 EB0060
 EB0060                         *CURRENT SURVEY CONTROL
 EB0060  ___________________________________________________________________
 EB0060* NAD 83(2001)-  34 59 24.64933(N)    078 14 57.06307(W)     ADJUSTED  
 EB0060* NAVD 88     -        44.359  (meters)     145.53   (feet)  ADJUSTED  
 EB0060  ___________________________________________________________________
 EB0060  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EB0060  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EB0060  DYNAMIC HT  -          44.319 (meters)     145.40  (feet)  COMP
 EB0060  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 EB0060
 EB0060  HORZ ORDER  -  SECOND
 EB0060  VERT ORDER  -  SECOND    CLASS 0
 EB0060
 EB0060.The horizontal coordinates were established by classical geodetic methods
 EB0060.and adjusted by the National Geodetic Survey in August 2005.
 EB0060
 EB0060.The orthometric height was determined by differential leveling
 EB0060.and adjusted in June 1991.
 EB0060
 EB0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0060
 EB0060.The geoid height was determined by GEOID03.
 EB0060
 EB0060.The dynamic height is computed by dividing the NAVD 88
 EB0060.geopotential number by the normal gravity value computed on the
 EB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0060.degrees latitude (g = 980.6199 gals.).
 EB0060
 EB0060.The modeled gravity was interpolated from observed gravity values.
 EB0060
 EB0060;                    North         East     Units Scale Factor Converg.
 EB0060;SPC NC       -   137,832.568   678,141.332   MT  0.99988295   +0 26 00.1
 EB0060;SPC NC       -   452,205.68  2,224,868.69   sFT  0.99988295   +0 26 00.1
 EB0060;UTM  17      - 3,875,411.929   751,079.770   MT  1.00037703   +1 34 41.7
 EB0060
 EB0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0060!SPC NC       -   0.99999851  x   0.99988295  =   0.99988146
 EB0060!UTM  17      -   0.99999851  x   1.00037703  =   1.00037554
 EB0060
 EB0060|---------------------------------------------------------------------|
 EB0060| PID    Reference Object                     Distance      Geod. Az  |
 EB0060|                                                           dddmmss.s |
 EB0060| EB1955 ROB                                 349.058 METERS 09406     |
 EB0060| EB1956 MOLTONVILLE                          28.023 METERS 27722     |
 EB0060|---------------------------------------------------------------------|
 EB0060
 EB0060                          SUPERSEDED SURVEY CONTROL
 EB0060
 EB0060  NAD 83(1986)-  34 59 24.65909(N)    078 14 57.07525(W) AD(       ) 2
 EB0060  NAD 27      -  34 59 24.05865(N)    078 14 58.09028(W) AD(       ) 2
 EB0060  NGVD 29 (??/??/92)   44.646  (m)          146.48   (f) ADJ UNCH    2 0
 EB0060
 EB0060.Superseded values are not recommended for survey control.
 EB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0060.See file dsdata.txt to determine how the superseded data were derived.
 EB0060
 EB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5108075412(NAD 83)
 EB0060_MARKER: DE = TRAVERSE STATION DISK
 EB0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB0060_STAMPING: 17 WC 4 1967
 EB0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0060
 EB0060  HISTORY     - Date     Condition        Report By
 EB0060  HISTORY     - 1967     MONUMENTED       NCHPWC
 EB0060  HISTORY     - 1973     GOOD             NCDOT
 EB0060
 EB0060                          STATION DESCRIPTION
 EB0060
 EB0060'DESCRIBED BY NC HWY AND P W COMM 1967
 EB0060'3.8 MI W FROM TURKEY.
 EB0060'3.8 MI. W OF TURKEY.  STATION IS LOCATED ALONG NC 24 APPROXIMATELY
 EB0060'HALF WAY BETWEEN TURKEY AND CLINTON, IN THE SMALL COMMUNITY OF
 EB0060'MOULTONVILLE, IN THE SE QUADRANT OF INTERSECTION OF NC 24 AND
 EB0060'SR 1920, 30.2 FT S OF C/L OF NC 24, 116.1 FT E OF C/L OF SR
 EB0060'1920 AND 52.0 FT E OF ALUMINUM REF. TAG ON TP 12 W/JUNCTION BOX.
 EB0060'DISK IS FLUSH WITH THE GROUND.
 EB0060
 EB0060                          STATION RECOVERY (1973)
 EB0060
 EB0060'RECOVERY NOTE BY 
NC DOT 1973 (JWC)
 EB0060'17 WC 4 IS A N. C. STATE HIGHWAY COMMISSION MARK IN THE VICINITY
 EB0060'OF TURKEY, NORTH CAROLINA.
 EB0060'
 EB0060'17 WC 4 IS LOCATED APPROXIMATELY 3.7 MILES WEST OF TURKEY, AND 5.1
 EB0060'MILES EAST OF CLINTON.  STATION IS LOCATED ABOUT MIDWAY BETWEEN
 EB0060'CLINTON AND TURKEY AT MOLTONVILLE IN THE SE QUADRANT OF
 EB0060'INTERSECTION OF NC 24 AND SR 1920.
 EB0060'
 EB0060'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EB0060'STAMPED 17 WC 4 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB0060'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB0060'
 EB0060'MARK IS
 EB0060'
 EB0060'30.2 FEET S OF C/L OF NC 24.
 EB0060'116.1 FEET E OF C/L OF SR 1920.
 EB0060'52.0 FEET E OF TP NO. 12 W/PEDESTAL W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0065 ***********************************************************************
 EB0065  DESIGNATION -  17 WC 9
 EB0065  PID         -  EB0065
 EB0065  STATE/COUNTY-  NC/SAMPSON
 EB0065  USGS QUAD   -  TURKEY (1984)
 EB0065
 EB0065                         *CURRENT SURVEY CONTROL
 EB0065  ___________________________________________________________________
 EB0065* NAD 83(2001)-  34 59 34.92980(N)    078 10 52.76899(W)     ADJUSTED  
 EB0065* NAVD 88     -        44.767  (meters)     146.87   (feet)  ADJUSTED  
 EB0065  ___________________________________________________________________
 EB0065  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EB0065  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 EB0065  DYNAMIC HT  -          44.726 (meters)     146.74  (feet)  COMP
 EB0065  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EB0065
 EB0065  HORZ ORDER  -  SECOND
 EB0065  VERT ORDER  -  SECOND    CLASS 0
 EB0065
 EB0065.The horizontal coordinates were established by classical geodetic methods
 EB0065.and adjusted by the National Geodetic Survey in August 2005.
 EB0065
 EB0065.The orthometric height was determined by differential leveling
 EB0065.and adjusted in June 1991.
 EB0065
 EB0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0065
 EB0065.The geoid height was determined by GEOID03.
 EB0065
 EB0065.The dynamic height is computed by dividing the NAVD 88
 EB0065.geopotential number by the normal gravity value computed on the
 EB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0065.degrees latitude (g = 980.6199 gals.).
 EB0065
 EB0065.The modeled gravity was interpolated from observed gravity values.
 EB0065
 EB0065;                    North         East     Units Scale Factor Converg.
 EB0065;SPC NC       -   138,198.301   684,333.307   MT  0.99988273   +0 28 21.1
 EB0065;SPC NC       -   453,405.59  2,245,183.52   sFT  0.99988273   +0 28 21.1
 EB0065;UTM  17      - 3,875,901.557   757,266.377   MT  1.00041580   +1 37 02.4
 EB0065
 EB0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0065!SPC NC       -   0.99999848  x   0.99988273  =   0.99988121
 EB0065!UTM  17      -   0.99999848  x   1.00041580  =   1.00041427
 EB0065
 EB0065:                Primary Azimuth Mark                     Grid Az
 EB0065:SPC NC       -  HOLLAND                                  077 48 19.8
 EB0065:UTM  17      -  HOLLAND                                  076 39 38.5
 EB0065
 EB0065|---------------------------------------------------------------------|
 EB0065| PID    Reference Object                     Distance      Geod. Az  |
 EB0065|                                                           dddmmss.s |
 EB0065| EB1962 HOLLAND                             APPROX. 0.5 KM 0781640.9 |
 EB0065|---------------------------------------------------------------------|
 EB0065
 EB0065                          SUPERSEDED SURVEY CONTROL
 EB0065
 EB0065  NAD 83(1986)-  34 59 34.93898(N)    078 10 52.78068(W) AD(       ) 2
 EB0065  NAD 27      -  34 59 34.33809(N)    078 10 53.80508(W) AD(       ) 2
 EB0065  NGVD 29 (??/??/92)   45.045  (m)          147.79   (f) ADJ UNCH    2 0
 EB0065
 EB0065.Superseded values are not recommended for survey control.
 EB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0065.See file dsdata.txt to determine how the superseded data were derived.
 EB0065
 EB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5726675902(NAD 83)
 EB0065_MARKER: DE = TRAVERSE STATION DISK
 EB0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0065_STAMPING: 17 WC 9 1967
 EB0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0065+STABILITY: SURFACE MOTION
 EB0065
 EB0065  HISTORY     - Date     Condition        Report By
 EB0065  HISTORY     - 1967     MONUMENTED       NCDOT
 EB0065  HISTORY     - 1967     GOOD             NCHPWC
 EB0065
 EB0065                          STATION DESCRIPTION
 EB0065
 EB0065'DESCRIBED BY 
NC DOT 1967 (JWC)
 EB0065'17 WC 9 IS A N. C. STATE HIGHWAY COMMISSION MARK IN THE VICINITY OF
 EB0065'TURKEY, NORTH CAROLINA.
 EB0065'
 EB0065'17 WC 9 IS LOCATED IN TURKEY, 5.0 MILES WEST OF WARSAW, AND 8.7 MILES
 EB0065'EAST OF CLINTON.  TO REACH STATION FROM THE INTERSECTION OF NC 24
 EB0065'AND SR 1911 (FAISON ROAD) IN TURKEY, PROCEED EAST ALONG NC 24 FOR
 EB0065'0.15 MILES TO STATION ON LEFT BY SCL R/R, AND APPROXIMATELY 35
 EB0065'FEET NW OF INTERSECTION WITH STREET LEADING TO A BRICK CHURCH.
 EB0065'
 EB0065'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EB0065'STAMPED 17 WC 9 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB0065'OF WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EB0065'
 EB0065'MARK IS
 EB0065'
 EB0065'26.9 FEET NNW OF C/L OF NC 24.
 EB0065'4.7 FEET S OF THE S RAIL OF TRACKS.
 EB0065'14.0 FEET W OF BAPTIST AND METHODIST CHURCH SIGN POST W/ALUMINUM
 EB0065'REF. TAG.
 EB0065'113.4 FEET WSW OF WHISTLE SIGN POST.
 EB0065'51.2 FEET NNW OF PP NO. 1174 W/ALUMINUM REF. TAG.
 EB0065
 EB0065                          STATION RECOVERY (1967)
 EB0065
 EB0065'RECOVERY NOTE BY NC HWY AND P W COMM 1967
 EB0065'IN TURKEY.
 EB0065'STATION IS A N.C. STATE HIGHWAY COMMISSION MONUMENT LOCATED
 EB0065'APPROXIMATELY 0.15 MI. E ALONG NC 24 FROM SR 1911 CROSSROADS
 EB0065'IN TURKEY, APPROXIMATELY 30 FEET NW OF INTERSECTION OF NC 24 AND
 EB0065'FAISON AVE., BETWEEN NC 24 AND THE SEABOARD COAST LINE RR,
 EB0065'26.9 FT NNW OF C/L OF NC 24, 4.7 FT S OF S RAIL, AND 14.0 FT W OF
 EB0065'ALUMINUM REF. TAG ON BAPTIST AND METHODIST CHURCH SIGN POST.
 EB0065'DISK IS SET IN CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE THE
 EB0065'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2432 ***********************************************************************
 EZ2432  DESIGNATION -  170 DRD
 EZ2432  PID         -  EZ2432
 EZ2432  STATE/COUNTY-  NC/WAKE
 EZ2432  USGS QUAD   -  SHALLOTTE (1990)
 EZ2432
 EZ2432                         *CURRENT SURVEY CONTROL
 EZ2432  ___________________________________________________________________
 EZ2432* NAD 83(1986)-  33 55 21.     (N)    078 24 29.     (W)     SCALED    
 EZ2432* NAVD 88     -        86.185  (meters)     282.76   (feet)  ADJUSTED  
 EZ2432  ___________________________________________________________________
 EZ2432  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EZ2432  DYNAMIC HT  -          86.109 (meters)     282.51  (feet)  COMP
 EZ2432  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 EZ2432
 EZ2432  VERT ORDER  -  SECOND    CLASS II
 EZ2432
 EZ2432.The horizontal coordinates were scaled from a topographic map and have
 EZ2432.an estimated accuracy of +/- 6 seconds.
 EZ2432
 EZ2432.The orthometric height was determined by differential leveling
 EZ2432.and adjusted in June 1991.
 EZ2432
 EZ2432.The geoid height was determined by GEOID03.
 EZ2432
 EZ2432.The dynamic height is computed by dividing the NAVD 88
 EZ2432.geopotential number by the normal gravity value computed on the
 EZ2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2432.degrees latitude (g = 980.6199 gals.).
 EZ2432
 EZ2432.The modeled gravity was interpolated from observed gravity values.
 EZ2432
 EZ2432;                    North         East    Units  Estimated Accuracy
 EZ2432;SPC NC       -    19,300.      664,350.      MT  (+/- 180 meters Scaled)
 EZ2432
 EZ2432                          SUPERSEDED SURVEY CONTROL
 EZ2432
 EZ2432  NGVD 29 (??/??/92)   86.469  (m)          283.69   (f) ADJ UNCH    2 2
 EZ2432
 EZ2432.Superseded values are not recommended for survey control.
 EZ2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2432.See file dsdata.txt to determine how the superseded data were derived.
 EZ2432
 EZ2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT396565(NAD 83)
 EZ2432_MARKER: DD = SURVEY DISK
 EZ2432_SETTING: 0 = UNSPECIFIED SETTING
 EZ2432_STAMPING: 170 DRD 1960
 EZ2432_MARK LOGO: USGS  
 EZ2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2432+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 EZ2432
 EZ2432  HISTORY     - Date     Condition        Report By
 EZ2432  HISTORY     - 1960     MONUMENTED       USGS
 EZ2432  HISTORY     - 1976     GOOD             NCGS
 EZ2432  HISTORY     - 20050415 GOOD             USPSQD
 EZ2432
 EZ2432                          STATION DESCRIPTION
 EZ2432
 EZ2432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2432'0.75 MI N FROM EAGLE ROCK.
 EZ2432'TO REACH STATION FROM THE JUNCTION OF US 64 BUSINESS WITH NC 97 (OLD
 EZ2432'US 64 BYPASS) AT HEPHZIBAH CHURCH, PROCEED WEST ALONG US 64 BUSINESS
 EZ2432'FOR 0.4 MILE TO THE WEST BOUND BRIDGE OVER BUFFALO CREEK AND STATION
 EZ2432'IN THE NE WINGWALL.  18.5 FT. NNE OF CENTERLINE OF US 64 BUSINESS
 EZ2432'WEST, 12.4 FT. NNW OF 4X4 REFLECTOR SIGN POST WITH ALUMINUM REF. TAG
 EZ2432'AND 1.6 FT. SW OF NORTHEAST END OF WINGWALL (AT SLOPE BREAK).  DISK IS
 EZ2432'SET FLUSH IN DRILL HOLE IN CONCRETE WINGWALL.
 EZ2432
 EZ2432                          STATION RECOVERY (2005)
 EZ2432
 EZ2432'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2432'N 35 48.163
 EZ2432'W 078 24.475
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0859 ***********************************************************************
 EA0859  DESIGNATION -  170 HLZ
 EA0859  PID         -  EA0859
 EA0859  STATE/COUNTY-  NC/PENDER
 EA0859  USGS QUAD   -  ROCKY POINT (1988)
 EA0859
 EA0859                         *CURRENT SURVEY CONTROL
 EA0859  ___________________________________________________________________
 EA0859* NAD 83(1986)-  34 25 02.     (N)    077 53 10.     (W)     SCALED    
 EA0859* NAVD 88     -        17.802  (meters)      58.41   (feet)  ADJUSTED  
 EA0859  ___________________________________________________________________
 EA0859  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 EA0859  DYNAMIC HT  -          17.784 (meters)      58.35  (feet)  COMP
 EA0859  MODELED GRAV-     979,680.8   (mgal)                       NAVD 88
 EA0859
 EA0859  VERT ORDER  -  SECOND    CLASS II
 EA0859
 EA0859.The horizontal coordinates were scaled from a topographic map and have
 EA0859.an estimated accuracy of +/- 6 seconds.
 EA0859
 EA0859.The orthometric height was determined by differential leveling
 EA0859.and adjusted in June 1991.
 EA0859
 EA0859.The geoid height was determined by GEOID03.
 EA0859
 EA0859.The dynamic height is computed by dividing the NAVD 88
 EA0859.geopotential number by the normal gravity value computed on the
 EA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0859.degrees latitude (g = 980.6199 gals.).
 EA0859
 EA0859.The modeled gravity was interpolated from observed gravity values.
 EA0859
 EA0859;                    North         East    Units  Estimated Accuracy
 EA0859;SPC NC       -    74,590.      712,000.      MT  (+/- 180 meters Scaled)
 EA0859
 EA0859                          SUPERSEDED SURVEY CONTROL
 EA0859
 EA0859  NGVD 29 (??/??/92)   18.095  (m)           59.37   (f) ADJ UNCH    2 2
 EA0859
 EA0859.Superseded values are not recommended for survey control.
 EA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0859.See file dsdata.txt to determine how the superseded data were derived.
 EA0859
 EA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD347121(NAD 83)
 EA0859_MARKER: DD = SURVEY DISK
 EA0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0859_SP_SET: GUARD RAIL BASE
 EA0859_STAMPING: 170 HLZ 1969
 EA0859
 EA0859  HISTORY     - Date     Condition        Report By
 EA0859  HISTORY     - UNK      MONUMENTED
 EA0859  HISTORY     - 1975     GOOD             NCGS
 EA0859
 EA0859                          STATION DESCRIPTION
 EA0859
 EA0859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0859'1.4 MI S FROM ROCKY POINT.
 EA0859'170 HLZ IS LOCATED APPROXIMATELY 9.5 MILES SOUTH OF BURGAW, AT THE US
 EA0859'117 OVERPASS OF THE SEABOARD COAST LINE RAILROAD, AND IN THE NORTH END
 EA0859'OF THE SOUTHEAST GUARD RAIL BASE.  DISK IS SET FLUSH IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9294 ***********************************************************************
 DE9294  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9294  DESIGNATION -  170E 200
 DE9294  PID         -  DE9294
 DE9294  STATE/COUNTY-  NC/GUILFORD
 DE9294  USGS QUAD   -  SUMMERFIELD (1994)
 DE9294
 DE9294                         *CURRENT SURVEY CONTROL
 DE9294  ___________________________________________________________________
 DE9294* NAD 83(2007)-  36 08 11.84615(N)    079 53 11.53019(W)     ADJUSTED  
 DE9294* NAVD 88     -       265.10   (meters)     869.7    (feet)  GPS OBS   
 DE9294  ___________________________________________________________________
 DE9294  EPOCH DATE  -        2002.00
 DE9294  X           -     905,605.247 (meters)                     COMP
 DE9294  Y           -  -5,077,128.196 (meters)                     COMP
 DE9294  Z           -   3,740,583.301 (meters)                     COMP
 DE9294  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 DE9294  ELLIP HEIGHT-         233.508 (meters)          (02/10/07) ADJUSTED
 DE9294  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 DE9294
 DE9294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9294  Type    PID    Designation                      North   East  Ellip
 DE9294  -------------------------------------------------------------------
 DE9294  NETWORK DE9294 170E 200                          0.98   0.71   1.35
 DE9294  -------------------------------------------------------------------
 DE9294
 DE9294.The horizontal coordinates were established by GPS observations
 DE9294.and adjusted by the National Geodetic Survey in February 2007.
 DE9294
 DE9294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9294.The horizontal coordinates are valid at the epoch date displayed above.
 DE9294.The epoch date for horizontal control is a decimal equivalence
 DE9294.of Year/Month/Day.
 DE9294
 DE9294.The orthometric height was determined by GPS observations and a
 DE9294.high-resolution geoid model.
 DE9294.The orthometric height was determined by GPS observations and a
 DE9294.high-resolution geoid model using precise GPS observation and
 DE9294.processing techniques.
 DE9294
 DE9294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9294
 DE9294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9294
 DE9294.The ellipsoidal height was determined by GPS observations
 DE9294.and is referenced to NAD 83.
 DE9294
 DE9294.The geoid height was determined by GEOID03.
 DE9294
 DE9294;                    North         East     Units Scale Factor Converg.
 DE9294;SPC NC       -   265,116.454   529,807.670   MT  0.99999175   -0 30 42.1
 DE9294;SPC NC       -   869,802.90  1,738,210.66   sFT  0.99999175   -0 30 42.1
 DE9294;UTM  17      - 3,999,676.317   600,182.404   MT  0.99972366   +0 39 24.0
 DE9294
 DE9294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9294!SPC NC       -   0.99996335  x   0.99999175  =   0.99995510
 DE9294!UTM  17      -   0.99996335  x   0.99972366  =   0.99968702
 DE9294
 DE9294:                Primary Azimuth Mark                     Grid Az
 DE9294:SPC NC       -  169E 200                                 185 30 54.6
 DE9294:UTM  17      -  169E 200                                 184 20 48.5
 DE9294
 DE9294|---------------------------------------------------------------------|
 DE9294| PID    Reference Object                     Distance      Geod. Az  |
 DE9294|                                                           dddmmss.s |
 DE9294| DE9295 169E 200                            APPROX. 0.6 KM 1850012.5 |
 DE9294|---------------------------------------------------------------------|
 DE9294
 DE9294                          SUPERSEDED SURVEY CONTROL
 DE9294
 DE9294  NAD 83(2001)-  36 08 11.84653(N)    079 53 11.52989(W) AD(       ) 1
 DE9294  ELLIP H (03/13/03)  233.510  (m)                       GP(       ) 4 2
 DE9294  NAD 83(1986)-  36 08 11.85274(N)    079 53 11.53785(W) AD(       ) 1
 DE9294
 DE9294.Superseded values are not recommended for survey control.
 DE9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9294.See file dsdata.txt to determine how the superseded data were derived.
 DE9294
 DE9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0018299676(NAD 83)
 DE9294_MARKER: DD = SURVEY DISK
 DE9294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9294_STAMPING: 170E.200 7/97
 DE9294_MARK LOGO: NC1940
 DE9294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9294+STABILITY: SURFACE MOTION
 DE9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9294+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9294
 DE9294  HISTORY     - Date     Condition        Report By
 DE9294  HISTORY     - 1997     MONUMENTED       NC1940
 DE9294
 DE9294                          STATION DESCRIPTION
 DE9294
 DE9294'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9294'STATION IS LOCATED ABOUT 6.75 MI (10.86 KM) NORTHWEST OF THE
 DE9294'CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, AND 4.5 MI (7.2
 DE9294'KM) NORTH-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT.
 DE9294'PROCEED ALONG US 220-BATTLEGROUND AVENUE FOR 3.5 MI (5.6 KM) NORTHWEST
 DE9294'FROM WEST CONE BOULEVARD, THENCE LEFT/WESTERLY FOR 1.7 MI (2.7 KM)
 DE9294'ALONG HORSE PEN CREEK ROAD TO STATION (0.3 MI NORTH OF MONTESSORI
 DE9294'SCHOOL), NEAR THE NORTHERNMOST OF TWO MANHOLES ON EAST SIDE OF ROAD,
 DE9294'AND ABOUT 20-FEET NORTH OF THE WESTERN PROLONGATION OF THE NORTH SIDE
 DE9294'OF A WHITE FRAME HOUSE.
 DE9294'MARK IS ABOUT 2-FEET HIGHER THAN CENTER OF ROAD, AND RECESSED 1-INCH
 DE9294'BELOW THE GROUND. LOCATED 22.6 FT (6.9 M) EAST OF THE CENTERLINE OF
 DE9294'ROAD, 96.0 FT (29.3 M) NORTH OF THE CENTERLINE OF DRIVEWAY TO HOUSE,
 DE9294'6.3 FT (1.9 M) SOUTHWEST OF A MANHOLE, AND 50.2 FT (15.3 M) NORTH OF A
 DE9294'SECOND MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9292 ***********************************************************************
 DE9292  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9292  DESIGNATION -  170W 200
 DE9292  PID         -  DE9292
 DE9292  STATE/COUNTY-  NC/GUILFORD
 DE9292  USGS QUAD   -  SUMMERFIELD (1994)
 DE9292
 DE9292                         *CURRENT SURVEY CONTROL
 DE9292  ___________________________________________________________________
 DE9292* NAD 83(2007)-  36 08 13.10675(N)    079 53 43.81075(W)     ADJUSTED  
 DE9292* NAVD 88     -       270.09   (meters)     886.1    (feet)  GPS OBS   
 DE9292  ___________________________________________________________________
 DE9292  EPOCH DATE  -        2002.00
 DE9292  X           -     904,807.343 (meters)                     COMP
 DE9292  Y           -  -5,077,251.235 (meters)                     COMP
 DE9292  Z           -   3,740,617.598 (meters)                     COMP
 DE9292  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 DE9292  ELLIP HEIGHT-         238.453 (meters)          (02/10/07) ADJUSTED
 DE9292  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 DE9292
 DE9292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9292  Type    PID    Designation                      North   East  Ellip
 DE9292  -------------------------------------------------------------------
 DE9292  NETWORK DE9292 170W 200                          1.25   0.94   1.78
 DE9292  -------------------------------------------------------------------
 DE9292
 DE9292.The horizontal coordinates were established by GPS observations
 DE9292.and adjusted by the National Geodetic Survey in February 2007.
 DE9292
 DE9292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9292.The horizontal coordinates are valid at the epoch date displayed above.
 DE9292.The epoch date for horizontal control is a decimal equivalence
 DE9292.of Year/Month/Day.
 DE9292
 DE9292.The orthometric height was determined by GPS observations and a
 DE9292.high-resolution geoid model.
 DE9292.The orthometric height was determined by GPS observations and a
 DE9292.high-resolution geoid model using precise GPS observation and
 DE9292.processing techniques.
 DE9292
 DE9292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9292
 DE9292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9292
 DE9292.The ellipsoidal height was determined by GPS observations
 DE9292.and is referenced to NAD 83.
 DE9292
 DE9292.The geoid height was determined by GEOID03.
 DE9292
 DE9292;                    North         East     Units Scale Factor Converg.
 DE9292;SPC NC       -   265,162.551   529,000.975   MT  0.99999185   -0 31 00.7
 DE9292;SPC NC       -   869,954.14  1,735,564.03   sFT  0.99999185   -0 31 00.7
 DE9292;UTM  17      - 3,999,705.948   599,375.154   MT  0.99972168   +0 39 05.0
 DE9292
 DE9292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9292!SPC NC       -   0.99996258  x   0.99999185  =   0.99995443
 DE9292!UTM  17      -   0.99996258  x   0.99972168  =   0.99968427
 DE9292
 DE9292:                Primary Azimuth Mark                     Grid Az
 DE9292:SPC NC       -  169W 200                                 185 28 48.3
 DE9292:UTM  17      -  169W 200                                 184 18 42.6
 DE9292
 DE9292|---------------------------------------------------------------------|
 DE9292| PID    Reference Object                     Distance      Geod. Az  |
 DE9292|                                                           dddmmss.s |
 DE9292| DE9455 169W 200                            APPROX. 0.6 KM 1845747.6 |
 DE9292| DE9293 170W 201                            421.189 METERS 3584701.8 |
 DE9292|---------------------------------------------------------------------|
 DE9292
 DE9292                          SUPERSEDED SURVEY CONTROL
 DE9292
 DE9292  NAD 83(2001)-  36 08 13.10710(N)    079 53 43.81047(W) AD(       ) 1
 DE9292  ELLIP H (03/13/03)  238.454  (m)                       GP(       ) 4 2
 DE9292  NAD 83(1986)-  36 08 13.11327(N)    079 53 43.81858(W) AD(       ) 1
 DE9292
 DE9292.Superseded values are not recommended for survey control.
 DE9292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9292.See file dsdata.txt to determine how the superseded data were derived.
 DE9292
 DE9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9937599706(NAD 83)
 DE9292_MARKER: DD = SURVEY DISK
 DE9292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9292_STAMPING: 170W.200 7/97
 DE9292_MARK LOGO: NC1940
 DE9292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9292+STABILITY: SURFACE MOTION
 DE9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9292+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9292
 DE9292  HISTORY     - Date     Condition        Report By
 DE9292  HISTORY     - 1997     MONUMENTED       NC1940
 DE9292
 DE9292                          STATION DESCRIPTION
 DE9292
 DE9292'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9292'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF THE CITY-COUNTY
 DE9292'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, AND 3.3 MI (5.3 KM)
 DE9292'NORTH-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9292'INTERSECTION OF LEWISTON ROAD AND HICKORY WOODS ROAD.
 DE9292'PROCEED ALONG US 220-BATTLEGROUND AVENUE FOR 3.5 MI (5.6 KM) NORTHWEST
 DE9292'FROM WEST CONE BOULEVARD, THENCE LEFT/WEST FOR 1.3 MI (2.1 KM) ALONG
 DE9292'HORSE PEN CREEK ROAD, THENCE RIGHT/WEST ALONG JESSUP GROVE ROAD FOR
 DE9292'0.55 MI (0.89 KM) , THENCE LEFT/SOUTH FOR 0.25 MI (0.40 KM) ALONG
 DE9292'LEWISTON ROAD TO HICKORY WOODS ROAD ON RIGHT AND STATION ACROSS FROM
 DE9292'INTERSECTION.
 DE9292'MARK IS ABOUT 1/2-FOOT LOWER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9292'GROUND. LOCATED 37.3 FT (11.4 M) EAST OF THE CENTERLINE OF LEWISTON
 DE9292'ROAD, 143.9 FT (43.9 M) SOUTHEAST OF A FIRE HYDRANT, AND 154.1 FT
 DE9292'(47.0 M) SOUTH OF POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9293 ***********************************************************************
 DE9293  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9293  DESIGNATION -  170W 201
 DE9293  PID         -  DE9293
 DE9293  STATE/COUNTY-  NC/GUILFORD
 DE9293  USGS QUAD   -  SUMMERFIELD (1994)
 DE9293
 DE9293                         *CURRENT SURVEY CONTROL
 DE9293  ___________________________________________________________________
 DE9293* NAD 83(2007)-  36 08 26.76860(N)    079 53 44.16830(W)     ADJUSTED  
 DE9293* NAVD 88     -       273.99   (meters)     898.9    (feet)  GPS OBS   
 DE9293  ___________________________________________________________________
 DE9293  EPOCH DATE  -        2002.00
 DE9293  X           -     904,755.521 (meters)                     COMP
 DE9293  Y           -  -5,077,011.392 (meters)                     COMP
 DE9293  Z           -   3,740,959.971 (meters)                     COMP
 DE9293  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9293  ELLIP HEIGHT-         242.333 (meters)          (02/10/07) ADJUSTED
 DE9293  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DE9293
 DE9293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9293  Type    PID    Designation                      North   East  Ellip
 DE9293  -------------------------------------------------------------------
 DE9293  NETWORK DE9293 170W 201                          1.16   0.90   1.61
 DE9293  -------------------------------------------------------------------
 DE9293
 DE9293.The horizontal coordinates were established by GPS observations
 DE9293.and adjusted by the National Geodetic Survey in February 2007.
 DE9293
 DE9293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9293.The horizontal coordinates are valid at the epoch date displayed above.
 DE9293.The epoch date for horizontal control is a decimal equivalence
 DE9293.of Year/Month/Day.
 DE9293
 DE9293.The orthometric height was determined by GPS observations and a
 DE9293.high-resolution geoid model.
 DE9293.The orthometric height was determined by GPS observations and a
 DE9293.high-resolution geoid model using precise GPS observation and
 DE9293.processing techniques.
 DE9293
 DE9293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9293
 DE9293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9293
 DE9293.The ellipsoidal height was determined by GPS observations
 DE9293.and is referenced to NAD 83.
 DE9293
 DE9293.The geoid height was determined by GEOID03.
 DE9293
 DE9293;                    North         East     Units Scale Factor Converg.
 DE9293;SPC NC       -   265,583.706   528,995.835   MT  0.99999288   -0 31 00.9
 DE9293;SPC NC       -   871,335.88  1,735,547.17   sFT  0.99999288   -0 31 00.9
 DE9293;UTM  17      - 4,000,126.797   599,361.431   MT  0.99972164   +0 39 05.0
 DE9293
 DE9293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9293!SPC NC       -   0.99996197  x   0.99999288  =   0.99995485
 DE9293!UTM  17      -   0.99996197  x   0.99972164  =   0.99968362
 DE9293
 DE9293:                Primary Azimuth Mark                     Grid Az
 DE9293:SPC NC       -  170W 200                                 179 18 02.5
 DE9293:UTM  17      -  170W 200                                 178 07 56.6
 DE9293
 DE9293|---------------------------------------------------------------------|
 DE9293| PID    Reference Object                     Distance      Geod. Az  |
 DE9293|                                                           dddmmss.s |
 DE9293| DE9292 170W 200                            421.189 METERS 1784701.6 |
 DE9293|---------------------------------------------------------------------|
 DE9293
 DE9293                          SUPERSEDED SURVEY CONTROL
 DE9293
 DE9293  NAD 83(2001)-  36 08 26.76891(N)    079 53 44.16803(W) AD(       ) 1
 DE9293  ELLIP H (03/13/03)  242.333  (m)                       GP(       ) 4 2
 DE9293  NAD 83(1986)-  36 08 26.77510(N)    079 53 44.17615(W) AD(       ) 1
 DE9293
 DE9293.Superseded values are not recommended for survey control.
 DE9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9293.See file dsdata.txt to determine how the superseded data were derived.
 DE9293
 DE9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9936100127(NAD 83)
 DE9293_MARKER: DD = SURVEY DISK
 DE9293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9293_STAMPING: 170W.201 7/97
 DE9293_MARK LOGO: NC1940
 DE9293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9293+STABILITY: SURFACE MOTION
 DE9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9293+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9293
 DE9293  HISTORY     - Date     Condition        Report By
 DE9293  HISTORY     - 1997     MONUMENTED       NC1940
 DE9293
 DE9293                          STATION DESCRIPTION
 DE9293
 DE9293'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9293'STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF THE CITY-COUNTY
 DE9293'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, AND 3.5 MI (5.6 KM)
 DE9293'NORTH-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9293'INTERSECTION OF LEWISTON ROAD AND JESSUP GROVE ROAD.
 DE9293'PROCEED ALONG US 220-BATTLEGROUND AVENUE FOR 3.5 MI (5.6 KM) NORTHWEST
 DE9293'FROM WEST CONE BOULEVARD, THENCE LEFT/WEST FOR 1.3 MI (2.1 KM) ALONG
 DE9293'HORSE PEN CREEK ROAD, THENCE RIGHT/WEST ALONG JESSUP GROVE ROAD FOR
 DE9293'0.55 MI (0.89 KM) TO LEWISTON ROAD AND STATION IN NORTHWEST QUADRANT
 DE9293'OF INTERSECTION.
 DE9293'MARK IS ABOUT 1/2-FOOT LOWER THAN CENTER OF LEWISTON ROAD, AND FLUSH
 DE9293'WITH THE GROUND. LOCATED 17.9 FT (5.5 M) WEST OF THE CENTERLINE OF
 DE9293'LEWISTON ROAD, 61.6 FT (18.8 M) NORTH OF THE CENTERLINE OF JESSUP
 DE9293'GROVE ROAD, 15.1 FT (4.6 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 215.7
 DE9293'FT (65.7 M) SOUTH-SOUTHWEST OF CENTERLINE OF GRAVEL DRIVE, 31.6 FT
 DE9293'(9.6 M) NORTHEAST OF POWER POLE (25 T), AND 40.6 FT (12.4 M) NORTH OF
 DE9293'A SANITARY MANHOLE IN JESSUP GROVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0863 ***********************************************************************
 EA0863  DESIGNATION -  171 HLZ
 EA0863  PID         -  EA0863
 EA0863  STATE/COUNTY-  NC/PENDER
 EA0863  USGS QUAD   -  ROCKY POINT (1988)
 EA0863
 EA0863                         *CURRENT SURVEY CONTROL
 EA0863  ___________________________________________________________________
 EA0863* NAD 83(1986)-  34 26 25.     (N)    077 52 47.     (W)     SCALED    
 EA0863* NAVD 88     -        11.280  (meters)      37.01   (feet)  ADJUSTED  
 EA0863  ___________________________________________________________________
 EA0863  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EA0863  DYNAMIC HT  -          11.269 (meters)      36.97  (feet)  COMP
 EA0863  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 EA0863
 EA0863  VERT ORDER  -  SECOND    CLASS II
 EA0863
 EA0863.The horizontal coordinates were scaled from a topographic map and have
 EA0863.an estimated accuracy of +/- 6 seconds.
 EA0863
 EA0863.The orthometric height was determined by differential leveling
 EA0863.and adjusted in June 1991.
 EA0863
 EA0863.The geoid height was determined by GEOID03.
 EA0863
 EA0863.The dynamic height is computed by dividing the NAVD 88
 EA0863.geopotential number by the normal gravity value computed on the
 EA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0863.degrees latitude (g = 980.6199 gals.).
 EA0863
 EA0863.The modeled gravity was interpolated from observed gravity values.
 EA0863
 EA0863;                    North         East    Units  Estimated Accuracy
 EA0863;SPC NC       -    77,160.      712,560.      MT  (+/- 180 meters Scaled)
 EA0863
 EA0863                          SUPERSEDED SURVEY CONTROL
 EA0863
 EA0863  NGVD 29 (??/??/92)   11.572  (m)           37.97   (f) ADJ UNCH    2 2
 EA0863
 EA0863.Superseded values are not recommended for survey control.
 EA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0863.See file dsdata.txt to determine how the superseded data were derived.
 EA0863
 EA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD354147(NAD 83)
 EA0863_MARKER: DD = SURVEY DISK
 EA0863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA0863_SP_SET: WALK
 EA0863_STAMPING: 171 HLZ 1969
 EA0863_MARK LOGO: USGS  
 EA0863_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0863+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2000
 EA0863
 EA0863  HISTORY     - Date     Condition        Report By
 EA0863  HISTORY     - UNK      MONUMENTED
 EA0863  HISTORY     - 1975     GOOD             NCGS
 EA0863  HISTORY     - 19940324 GOOD             NCGS
 EA0863  HISTORY     - 20000324 GOOD             NCGS
 EA0863  HISTORY     - 20080819 MARK NOT FOUND   GEOCAC
 EA0863
 EA0863                          STATION DESCRIPTION
 EA0863
 EA0863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0863'IN ROCKY POINT.
 EA0863'STATION IS LOCATED APPROXIMATELY 300 FEET SOUTH OF THE NC 210
 EA0863'CROSSROADS, AT THE NORTH SIDE OF THE TRAVELERS GAS STATION, AND IN TOP
 EA0863'OF WALK.  DISK IS SET FLUSH IN DRILL HOLE.
 EA0863
 EA0863                          STATION RECOVERY (1994)
 EA0863
 EA0863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0863'RECOVERED AS DESCRIBED.  THE TRAVELERS STATION IS NOW ABANDONED AND
 EA0863'THE WALLS OF BUILDING HAVE FALLEN, BUT THE MARKER IS SOLID AND STABLE.
 EA0863'MARK IS LOCATED 0.5 FT (15.2 CM) NORTH OF THE NORTH WALL AND 12.5 FT
 EA0863'(3.8 M) WEST OF THE NORTHEAST CORNER OF A STORE.
 EA0863
 EA0863                          STATION RECOVERY (2000)
 EA0863
 EA0863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EWB)
 EA0863'RECOVERED AS DESCRIBED.  THE TRAVELERS STATION IS NOW ABANDONED AND
 EA0863'THE WALLS OF BUILDING HAVE FALLEN, BUT THE MARKER IS SOLID AND STABLE.
 EA0863'MARK IS LOCATED 0.5 FT (15.2 CM) NORTH OF THE NORTH WALL AND 12.5 FT
 EA0863'(3.8 M) WEST OF THE NORTHEAST CORNER OF A STORE.
 EA0863
 EA0863                          STATION RECOVERY (2008)
 EA0863
 EA0863'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EA0863'THE BUILDING AND SIDEWALK HAVE BEEN REMOVED AND A SHOPPING PLAZA HAS
 EA0863'BEEN CONSTRUCTED ON THE SITE.
 EA0863' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9438 ***********************************************************************
 DE9438  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9438  DESIGNATION -  171E 200
 DE9438  PID         -  DE9438
 DE9438  STATE/COUNTY-  NC/GUILFORD
 DE9438  USGS QUAD   -  LAKE BRANDT (1994)
 DE9438
 DE9438                         *CURRENT SURVEY CONTROL
 DE9438  ___________________________________________________________________
 DE9438* NAD 83(2007)-  36 08 35.09034(N)    079 52 17.03995(W)     ADJUSTED  
 DE9438* NAVD 88     -       256.86   (meters)     842.7    (feet)  GPS OBS   
 DE9438  ___________________________________________________________________
 DE9438  EPOCH DATE  -        2002.00
 DE9438  X           -     906,870.997 (meters)                     COMP
 DE9438  Y           -  -5,076,466.287 (meters)                     COMP
 DE9438  Z           -   3,741,157.065 (meters)                     COMP
 DE9438  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DE9438  ELLIP HEIGHT-         225.292 (meters)          (02/10/07) ADJUSTED
 DE9438  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DE9438
 DE9438  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9438  Type    PID    Designation                      North   East  Ellip
 DE9438  -------------------------------------------------------------------
 DE9438  NETWORK DE9438 171E 200                          1.27   0.90   1.65
 DE9438  -------------------------------------------------------------------
 DE9438
 DE9438.The horizontal coordinates were established by GPS observations
 DE9438.and adjusted by the National Geodetic Survey in February 2007.
 DE9438
 DE9438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9438.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9438.The horizontal coordinates are valid at the epoch date displayed above.
 DE9438.The epoch date for horizontal control is a decimal equivalence
 DE9438.of Year/Month/Day.
 DE9438
 DE9438.The orthometric height was determined by GPS observations and a
 DE9438.high-resolution geoid model.
 DE9438.The orthometric height was determined by GPS observations and a
 DE9438.high-resolution geoid model using precise GPS observation and
 DE9438.processing techniques.
 DE9438
 DE9438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9438
 DE9438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9438
 DE9438.The ellipsoidal height was determined by GPS observations
 DE9438.and is referenced to NAD 83.
 DE9438
 DE9438.The geoid height was determined by GEOID03.
 DE9438
 DE9438;                    North         East     Units Scale Factor Converg.
 DE9438;SPC NC       -   265,820.806   531,176.270   MT  0.99999350   -0 30 10.6
 DE9438;SPC NC       -   872,113.76  1,742,700.81   sFT  0.99999350   -0 30 10.6
 DE9438;UTM  17      - 4,000,408.237   601,535.994   MT  0.99972703   +0 39 56.6
 DE9438
 DE9438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9438!SPC NC       -   0.99996464  x   0.99999350  =   0.99995814
 DE9438!UTM  17      -   0.99996464  x   0.99972703  =   0.99969168
 DE9438
 DE9438|---------------------------------------------------------------------|
 DE9438| PID    Reference Object                     Distance      Geod. Az  |
 DE9438|                                                           dddmmss.s |
 DE9438| DE9439 228E 200                            366.073 METERS 01204     |
 DE9438|---------------------------------------------------------------------|
 DE9438
 DE9438                          SUPERSEDED SURVEY CONTROL
 DE9438
 DE9438  NAD 83(2001)-  36 08 35.09071(N)    079 52 17.03964(W) AD(       ) 1
 DE9438  ELLIP H (03/13/03)  225.293  (m)                       GP(       ) 4 2
 DE9438  NAD 83(1986)-  36 08 35.09693(N)    079 52 17.04752(W) AD(       ) 1
 DE9438
 DE9438.Superseded values are not recommended for survey control.
 DE9438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9438.See file dsdata.txt to determine how the superseded data were derived.
 DE9438
 DE9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0153600408(NAD 83)
 DE9438_MARKER: DD = SURVEY DISK
 DE9438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9438_STAMPING: 171E200 1999
 DE9438_MARK LOGO: NC1940
 DE9438_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9438+STABILITY: SURFACE MOTION
 DE9438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9438+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9438
 DE9438  HISTORY     - Date     Condition        Report By
 DE9438  HISTORY     - 1999     MONUMENTED       NC1940
 DE9438
 DE9438                          STATION DESCRIPTION
 DE9438
 DE9438'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9438'STATION IS ABOUT 6.6 MI (10.6 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9438'GOVERNMENT PLAZA, AND 3.8 MI (6.1 KM) NORTH OF GUILFORD COLLEGE.
 DE9438'PROCEED ALONG HORSE PEN CREEK ROAD O.5 MI WEST FROM US 220
 DE9438'(BATTLEGROUND AVENUE), THENCE ALONG FOUR FARMS ROAD 0.2 MI (0.3 KM)
 DE9438'SOUTHWEST TO STATION IN EAST SHOULDER.
 DE9438'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 3-INCHES BELOW THE
 DE9438'GROUND. LOCATED 13.8 FT (4.2 M) SOUTHEAST OF THE CENTERLINE OF ROAD,
 DE9438'OR 3.6 FT (1.1 M) FROM EDGE OF PAVEMENT, 15.6 FT (4.8 M) NORTHWEST OF
 DE9438'FENCE, AND 85.0 FT (25.9 M) SOUTH-SOUTHWEST OF THE SOUTH END OF
 DE9438'CULVERT UNDER DRIVE TO OPEN YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1451 ***********************************************************************
 FB1451  DESIGNATION -  1720.9
 FB1451  PID         -  FB1451
 FB1451  STATE/COUNTY-  NC/SWAIN
 FB1451  USGS QUAD   -  BRYSON CITY (1978)
 FB1451
 FB1451                         *CURRENT SURVEY CONTROL
 FB1451  ___________________________________________________________________
 FB1451* NAD 83(1986)-  35 25 47.     (N)    083 28 53.     (W)     SCALED    
 FB1451* NAVD 88     -       524.405  (meters)    1720.49   (feet)  ADJUSTED  
 FB1451  ___________________________________________________________________
 FB1451  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB1451  DYNAMIC HT  -         523.858 (meters)    1718.69  (feet)  COMP
 FB1451  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 FB1451
 FB1451  VERT ORDER  -  FIRST     CLASS II
 FB1451
 FB1451.The horizontal coordinates were scaled from a topographic map and have
 FB1451.an estimated accuracy of +/- 6 seconds.
 FB1451
 FB1451.The orthometric height was determined by differential leveling
 FB1451.and adjusted in June 1991.
 FB1451
 FB1451.The geoid height was determined by GEOID03.
 FB1451
 FB1451.The dynamic height is computed by dividing the NAVD 88
 FB1451.geopotential number by the normal gravity value computed on the
 FB1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1451.degrees latitude (g = 980.6199 gals.).
 FB1451
 FB1451.The modeled gravity was interpolated from observed gravity values.
 FB1451
 FB1451;                    North         East    Units  Estimated Accuracy
 FB1451;SPC NC       -   195,520.      202,840.      MT  (+/- 180 meters Scaled)
 FB1451
 FB1451                          SUPERSEDED SURVEY CONTROL
 FB1451
 FB1451  NGVD 29 (??/??/92)  524.456  (m)         1720.65   (f) ADJ UNCH    1 2
 FB1451
 FB1451.Superseded values are not recommended for survey control.
 FB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1451.See file dsdata.txt to determine how the superseded data were derived.
 FB1451
 FB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV747235(NAD 83)
 FB1451_MARKER: Z = SEE DESCRIPTION
 FB1451_SETTING: 66 = SET IN ROCK OUTCROP
 FB1451_SP_SET: ROCK CUT
 FB1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1451+STABILITY: POSITION/ELEVATION WELL
 FB1451
 FB1451  HISTORY     - Date     Condition        Report By
 FB1451  HISTORY     - UNK      MONUMENTED       USGS
 FB1451  HISTORY     - 1934     GOOD             NGS
 FB1451
 FB1451                          STATION DESCRIPTION
 FB1451
 FB1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1451'1.9 MI W FROM BRYSON.
 FB1451'1.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM BRYSON, SWAIN
 FB1451'COUNTY, 0.2 MILE EAST OF MILEPOST 66, AT THE WEST END OF A
 FB1451'ROCK CUT ON THE NORTH SIDE OF STATE HIGHWAY 288, ON THE EAST SIDE
 FB1451'OF A SIDE ROAD LEADING NORTH, 60 FEET NORTH OF THE NORTH RAIL,
 FB1451'15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 FB1451'HIGHER THAN THE HIGHWAY, ON A ROCK LEDGE.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1452 ***********************************************************************
 FB1452  DESIGNATION -  1724
 FB1452  PID         -  FB1452
 FB1452  STATE/COUNTY-  NC/SWAIN
 FB1452  USGS QUAD   -  BRYSON CITY (1978)
 FB1452
 FB1452                         *CURRENT SURVEY CONTROL
 FB1452  ___________________________________________________________________
 FB1452* NAD 83(1986)-  35 25 46.     (N)    083 28 33.     (W)     SCALED    
 FB1452* NAVD 88     -       524.609  (meters)    1721.15   (feet)  ADJUSTED  
 FB1452  ___________________________________________________________________
 FB1452  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB1452  DYNAMIC HT  -         524.064 (meters)    1719.37  (feet)  COMP
 FB1452  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 FB1452
 FB1452  VERT ORDER  -  FIRST     CLASS II
 FB1452
 FB1452.The horizontal coordinates were scaled from a topographic map and have
 FB1452.an estimated accuracy of +/- 6 seconds.
 FB1452
 FB1452.The orthometric height was determined by differential leveling
 FB1452.and adjusted in June 1991.
 FB1452
 FB1452.The geoid height was determined by GEOID03.
 FB1452
 FB1452.The dynamic height is computed by dividing the NAVD 88
 FB1452.geopotential number by the normal gravity value computed on the
 FB1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1452.degrees latitude (g = 980.6199 gals.).
 FB1452
 FB1452.The modeled gravity was interpolated from observed gravity values.
 FB1452
 FB1452;                    North         East    Units  Estimated Accuracy
 FB1452;SPC NC       -   195,460.      203,340.      MT  (+/- 180 meters Scaled)
 FB1452
 FB1452                          SUPERSEDED SURVEY CONTROL
 FB1452
 FB1452  NGVD 29 (??/??/92)  524.661  (m)         1721.33   (f) ADJ UNCH    1 2
 FB1452
 FB1452.Superseded values are not recommended for survey control.
 FB1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1452.See file dsdata.txt to determine how the superseded data were derived.
 FB1452
 FB1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV752234(NAD 83)
 FB1452_MARKER: Z = SEE DESCRIPTION
 FB1452_SETTING: 66 = SET IN ROCK OUTCROP
 FB1452_SP_SET: ROCK CUT
 FB1452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1452+STABILITY: POSITION/ELEVATION WELL
 FB1452
 FB1452  HISTORY     - Date     Condition        Report By
 FB1452  HISTORY     - UNK      MONUMENTED       USGS
 FB1452  HISTORY     - 1961     MARK NOT FOUND   NGS
 FB1452
 FB1452                          STATION DESCRIPTION
 FB1452
 FB1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FB1452'1.5 MI W FROM BRYSON.
 FB1452'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM BRYSON, SWAIN
 FB1452'COUNTY, 720 FEET EAST OF A YARD-LIMIT SIGN, OPPOSITE A ROCK
 FB1452'CUT ON STATE HIGHWAY 288, 50 FEET NORTH OF TUCKASEGEE RIVER, AND
 FB1452'7 FEET SOUTH OF THE SOUTH RAIL, ON A LARGE CONE-SHAPED ROCK.
 FB1452'A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9300 ***********************************************************************
 DE9300  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9300  DESIGNATION -  172W 200
 DE9300  PID         -  DE9300
 DE9300  STATE/COUNTY-  NC/GUILFORD
 DE9300  USGS QUAD   -  LAKE BRANDT (1994)
 DE9300
 DE9300                         *CURRENT SURVEY CONTROL
 DE9300  ___________________________________________________________________
 DE9300* NAD 83(2007)-  36 08 25.73342(N)    079 51 52.35975(W)     ADJUSTED  
 DE9300* NAVD 88     -       236.92   (meters)     777.3    (feet)  GPS OBS   
 DE9300  ___________________________________________________________________
 DE9300  EPOCH DATE  -        2002.00
 DE9300  X           -     907,505.510 (meters)                     COMP
 DE9300  Y           -  -5,076,509.364 (meters)                     COMP
 DE9300  Z           -   3,740,912.412 (meters)                     COMP
 DE9300  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 DE9300  ELLIP HEIGHT-         205.385 (meters)          (02/10/07) ADJUSTED
 DE9300  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE9300
 DE9300  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9300  Type    PID    Designation                      North   East  Ellip
 DE9300  -------------------------------------------------------------------
 DE9300  NETWORK DE9300 172W 200                          1.29   1.06   1.88
 DE9300  -------------------------------------------------------------------
 DE9300
 DE9300.The horizontal coordinates were established by GPS observations
 DE9300.and adjusted by the National Geodetic Survey in February 2007.
 DE9300
 DE9300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9300.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9300.The horizontal coordinates are valid at the epoch date displayed above.
 DE9300.The epoch date for horizontal control is a decimal equivalence
 DE9300.of Year/Month/Day.
 DE9300
 DE9300.The orthometric height was determined by GPS observations and a
 DE9300.high-resolution geoid model.
 DE9300.The orthometric height was determined by GPS observations and a
 DE9300.high-resolution geoid model using precise GPS observation and
 DE9300.processing techniques.
 DE9300
 DE9300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9300
 DE9300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9300
 DE9300.The ellipsoidal height was determined by GPS observations
 DE9300.and is referenced to NAD 83.
 DE9300
 DE9300.The geoid height was determined by GEOID03.
 DE9300
 DE9300;                    North         East     Units Scale Factor Converg.
 DE9300;SPC NC       -   265,527.019   531,790.740   MT  0.99999280   -0 29 56.4
 DE9300;SPC NC       -   871,149.89  1,744,716.79   sFT  0.99999280   -0 29 56.4
 DE9300;UTM  17      - 4,000,127.118   602,156.163   MT  0.99972858   +0 40 11.0
 DE9300
 DE9300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9300!SPC NC       -   0.99996777  x   0.99999280  =   0.99996057
 DE9300!UTM  17      -   0.99996777  x   0.99972858  =   0.99969636
 DE9300
 DE9300:                Primary Azimuth Mark                     Grid Az
 DE9300:SPC NC       -  172W 201                                 141 00 23.7
 DE9300:UTM  17      -  172W 201                                 139 50 16.3
 DE9300
 DE9300|---------------------------------------------------------------------|
 DE9300| PID    Reference Object                     Distance      Geod. Az  |
 DE9300|                                                           dddmmss.s |
 DE9300| DE9301 172W 201                            APPROX. 0.7 KM 1403027.3 |
 DE9300|---------------------------------------------------------------------|
 DE9300
 DE9300                          SUPERSEDED SURVEY CONTROL
 DE9300
 DE9300  NAD 83(2001)-  36 08 25.73381(N)    079 51 52.35943(W) AD(       ) 1
 DE9300  ELLIP H (03/13/03)  205.388  (m)                       GP(       ) 4 2
 DE9300  NAD 83(1986)-  36 08 25.74000(N)    079 51 52.36721(W) AD(       ) 1
 DE9300
 DE9300.Superseded values are not recommended for survey control.
 DE9300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9300.See file dsdata.txt to determine how the superseded data were derived.
 DE9300
 DE9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0215600127(NAD 83)
 DE9300_MARKER: DD = SURVEY DISK
 DE9300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9300_STAMPING: 172W.200 7/97
 DE9300_MARK LOGO: NC1940
 DE9300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9300+STABILITY: SURFACE MOTION
 DE9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9300+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9300
 DE9300  HISTORY     - Date     Condition        Report By
 DE9300  HISTORY     - 1997     MONUMENTED       NC1940
 DE9300
 DE9300                          STATION DESCRIPTION
 DE9300
 DE9300'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9300'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF THE DOWNTOWN
 DE9300'GREENSBORO GOVERNMENT COMPLEX, AND 5.0 MI (8.0 KM) NORTHEAST OF THE
 DE9300'PIEDMONT TRIAD INTERNATIONAL AIRPORT, JUST NORTH OF THE INTERSECTION
 DE9300'OF BATTLEGROUND AVENUE (US220) AND DRAWBRIDGE PARKWAY.
 DE9300'ALONG BATTLEGROUND AVENUE FOR 1.0 MI (1.6 KM) NORTHWEST FROM THE
 DE9300'INTERSECTION WITH NEW GARDEN ROAD TO STATION ON THE LEFT, ON NORTHWEST
 DE9300'SIDE OF ENTRANCE INTO BI-LO SHOPPING CENTER.
 DE9300'MARK IS ABOUT LEVEL WITH THE CENTER OF BATTLEGROUND AVENUE AND FLUSH
 DE9300'WITH THE GROUND. LOCATED 47.0 FT (14.3 M) SOUTHWEST OF THE CENTERLINE
 DE9300'OF BATTLEGROUND AVENUE, 14.6 FT (4.5 M) WEST OF A GAS MANHOLE, 66.5 FT
 DE9300'(20.3 M) SOUTH OF A SEWER MANHOLE, AND 61.4 FT (18.7 M) WEST OF POWER
 DE9300'POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9301 ***********************************************************************
 DE9301  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9301  DESIGNATION -  172W 201
 DE9301  PID         -  DE9301
 DE9301  STATE/COUNTY-  NC/GUILFORD
 DE9301  USGS QUAD   -  LAKE BRANDT (1994)
 DE9301
 DE9301                         *CURRENT SURVEY CONTROL
 DE9301  ___________________________________________________________________
 DE9301* NAD 83(2007)-  36 08 07.57869(N)    079 51 33.91593(W)     ADJUSTED  
 DE9301* NAVD 88     -       230.88   (meters)     757.5    (feet)  GPS OBS   
 DE9301  ___________________________________________________________________
 DE9301  EPOCH DATE  -        2002.00
 DE9301  X           -     908,016.689 (meters)                     COMP
 DE9301  Y           -  -5,076,748.285 (meters)                     COMP
 DE9301  Z           -   3,740,456.948 (meters)                     COMP
 DE9301  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 DE9301  ELLIP HEIGHT-         199.389 (meters)          (02/10/07) ADJUSTED
 DE9301  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DE9301
 DE9301  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9301  Type    PID    Designation                      North   East  Ellip
 DE9301  -------------------------------------------------------------------
 DE9301  NETWORK DE9301 172W 201                          1.18   0.92   1.69
 DE9301  -------------------------------------------------------------------
 DE9301
 DE9301.The horizontal coordinates were established by GPS observations
 DE9301.and adjusted by the National Geodetic Survey in February 2007.
 DE9301
 DE9301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9301.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9301.The horizontal coordinates are valid at the epoch date displayed above.
 DE9301.The epoch date for horizontal control is a decimal equivalence
 DE9301.of Year/Month/Day.
 DE9301
 DE9301.The orthometric height was determined by GPS observations and a
 DE9301.high-resolution geoid model.
 DE9301.The orthometric height was determined by GPS observations and a
 DE9301.high-resolution geoid model using precise GPS observation and
 DE9301.processing techniques.
 DE9301
 DE9301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9301
 DE9301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9301
 DE9301.The ellipsoidal height was determined by GPS observations
 DE9301.and is referenced to NAD 83.
 DE9301
 DE9301.The geoid height was determined by GEOID03.
 DE9301
 DE9301;                    North         East     Units Scale Factor Converg.
 DE9301;SPC NC       -   264,963.463   532,246.988   MT  0.99999143   -0 29 45.7
 DE9301;SPC NC       -   869,300.96  1,746,213.66   sFT  0.99999143   -0 29 45.7
 DE9301;UTM  17      - 3,999,573.131   602,623.687   MT  0.99972976   +0 40 21.6
 DE9301
 DE9301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9301!SPC NC       -   0.99996871  x   0.99999143  =   0.99996014
 DE9301!UTM  17      -   0.99996871  x   0.99972976  =   0.99969848
 DE9301
 DE9301:                Primary Azimuth Mark                     Grid Az
 DE9301:SPC NC       -  172W 200                                 321 00 23.9
 DE9301:UTM  17      -  172W 200                                 319 50 16.6
 DE9301
 DE9301|---------------------------------------------------------------------|
 DE9301| PID    Reference Object                     Distance      Geod. Az  |
 DE9301|                                                           dddmmss.s |
 DE9301| DE9300 172W 200                            APPROX. 0.7 KM 3203038.2 |
 DE9301|---------------------------------------------------------------------|
 DE9301
 DE9301                          SUPERSEDED SURVEY CONTROL
 DE9301
 DE9301  NAD 83(2001)-  36 08 07.57909(N)    079 51 33.91558(W) AD(       ) 1
 DE9301  ELLIP H (03/13/03)  199.391  (m)                       GP(       ) 4 2
 DE9301  NAD 83(1986)-  36 08 07.58526(N)    079 51 33.92329(W) AD(       ) 1
 DE9301
 DE9301.Superseded values are not recommended for survey control.
 DE9301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9301.See file dsdata.txt to determine how the superseded data were derived.
 DE9301
 DE9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0262499573(NAD 83)
 DE9301_MARKER: DD = SURVEY DISK
 DE9301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9301_STAMPING: 172W.201 7/97
 DE9301_MARK LOGO: NC1940
 DE9301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9301+STABILITY: SURFACE MOTION
 DE9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9301+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9301
 DE9301  HISTORY     - Date     Condition        Report By
 DE9301  HISTORY     - 1997     MONUMENTED       NC1940
 DE9301
 DE9301                          STATION DESCRIPTION
 DE9301
 DE9301'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9301'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHWEST OF THE DOWNTOWN
 DE9301'GREENSBORO GOVERNMENT COMPLEX, AND 5.0 MI (8.0 KM) NORTHEAST OF THE
 DE9301'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9301'BATTLEGROUND AVENUE (US220) AND COTSWOLD TERRACE.
 DE9301'ALONG BATTLEGROUND AVENUE FOR 0.5 MI (0.8 KM) NORTHWEST FROM THE
 DE9301'INTERSECTION WITH NEW GARDEN ROAD TO STATION IN THE EAST QUADRANT OF
 DE9301'INTERSECTION WITH COTSWOLD TERRACE, AT A PHILLIPS 66 STATION.
 DE9301'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF BATTLEGROUND AVENUE AND
 DE9301'FLUSH WITH THE GROUND. LOCATED 38.4 FT (11.7 M) NORTHEAST OF THE
 DE9301'CENTERLINE OF BATTLEGROUND AVENUE, 43.7 FT (13.3 M) SOUTH-SOUTHEAST OF
 DE9301'THE CENTERLINE OF SERVICE STATION ENTRANCE, 8.9 FT (2.7 M)
 DE9301'EAST-SOUTHEAST OF A CATCHBASIN AT BACK OF CURB, 13.8 FT (4.2 M)
 DE9301'NORTH-NORTHWEST OF TELEPHONE POLE WITH BUS STOP SIGN AND (BENCH MARK)
 DE9301'SPIKE, AND 88.0 FT (26.8 M) NORTHWEST OF FIRE HYDRANT (AT ENTRANCE TO
 DE9301'TACO BELL).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9432 ***********************************************************************
 DE9432  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9432  DESIGNATION -  173E 200
 DE9432  PID         -  DE9432
 DE9432  STATE/COUNTY-  NC/GUILFORD
 DE9432  USGS QUAD   -  LAKE BRANDT (1994)
 DE9432
 DE9432                         *CURRENT SURVEY CONTROL
 DE9432  ___________________________________________________________________
 DE9432* NAD 83(2007)-  36 08 23.43473(N)    079 50 23.45698(W)     ADJUSTED  
 DE9432* NAVD 88     -       246.07   (meters)     807.3    (feet)  GPS OBS   
 DE9432  ___________________________________________________________________
 DE9432  EPOCH DATE  -        2002.00
 DE9432  X           -     909,702.153 (meters)                     COMP
 DE9432  Y           -  -5,076,166.223 (meters)                     COMP
 DE9432  Z           -   3,740,860.641 (meters)                     COMP
 DE9432  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 DE9432  ELLIP HEIGHT-         214.625 (meters)          (02/10/07) ADJUSTED
 DE9432  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE9432
 DE9432  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9432  Type    PID    Designation                      North   East  Ellip
 DE9432  -------------------------------------------------------------------
 DE9432  NETWORK DE9432 173E 200                          2.10   1.61   3.21
 DE9432  -------------------------------------------------------------------
 DE9432
 DE9432.The horizontal coordinates were established by GPS observations
 DE9432.and adjusted by the National Geodetic Survey in February 2007.
 DE9432
 DE9432.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9432.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9432.The horizontal coordinates are valid at the epoch date displayed above.
 DE9432.The epoch date for horizontal control is a decimal equivalence
 DE9432.of Year/Month/Day.
 DE9432
 DE9432.The orthometric height was determined by GPS observations and a
 DE9432.high-resolution geoid model.
 DE9432.The orthometric height was determined by GPS observations and a
 DE9432.high-resolution geoid model using precise GPS observation and
 DE9432.processing techniques.
 DE9432
 DE9432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9432
 DE9432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9432
 DE9432.The ellipsoidal height was determined by GPS observations
 DE9432.and is referenced to NAD 83.
 DE9432
 DE9432.The geoid height was determined by GEOID03.
 DE9432
 DE9432;                    North         East     Units Scale Factor Converg.
 DE9432;SPC NC       -   265,437.090   534,012.698   MT  0.99999262   -0 29 05.0
 DE9432;SPC NC       -   870,854.85  1,752,006.66   sFT  0.99999262   -0 29 05.0
 DE9432;UTM  17      - 4,000,082.545   604,378.912   MT  0.99973424   +0 41 03.4
 DE9432
 DE9432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9432!SPC NC       -   0.99996632  x   0.99999262  =   0.99995894
 DE9432!UTM  17      -   0.99996632  x   0.99973424  =   0.99970057
 DE9432
 DE9432                          SUPERSEDED SURVEY CONTROL
 DE9432
 DE9432  NAD 83(2001)-  36 08 23.43518(N)    079 50 23.45661(W) AD(       ) 1
 DE9432  ELLIP H (03/13/03)  214.624  (m)                       GP(       ) 4 2
 DE9432  NAD 83(1986)-  36 08 23.44146(N)    079 50 23.46421(W) AD(       ) 1
 DE9432
 DE9432.Superseded values are not recommended for survey control.
 DE9432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9432.See file dsdata.txt to determine how the superseded data were derived.
 DE9432
 DE9432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0437900083(NAD 83)
 DE9432_MARKER: DD = SURVEY DISK
 DE9432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9432_STAMPING: 173E200 1999
 DE9432_MARK LOGO: NC1940
 DE9432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9432+STABILITY: SURFACE MOTION
 DE9432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9432+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9432
 DE9432  HISTORY     - Date     Condition        Report By
 DE9432  HISTORY     - 1999     MONUMENTED       NC1940
 DE9432
 DE9432                          STATION DESCRIPTION
 DE9432
 DE9432'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9432'STATION IS ABOUT 5.4 MI (8.7 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9432'GREENSBORO GOVERNMENT PLAZA.
 DE9432'PROCEED ALONG LAWNDALE DRIVE, 0.8 MI (1.3 KM) SOUTH OF SR 2347 (LAKE
 DE9432'BRANDT ROAD), THENCE ALONG COTSWALD AVENUE FOR 0.4 MI (0.6 KM) WEST TO
 DE9432'STATION ALONG CUT ON SOUTH SIDE OF ROAD.
 DE9432'MARK IS ABOUT 8-FEET HIGHER THAN THE CENTER OF COTSWALD AVENUE AND
 DE9432'FLUSH WITH THE GROUND. LOCATED 40.7 FT (12.4 M) SOUTH OF THE
 DE9432'CENTERLINE OF COTSWALD AVENUE, OR 28.4 FT (8.7 M) SOUTH OF EDGE OF
 DE9432'PAVEMENT, 55.2 FT (16.8 M) EAST OF A METAL CATCH BASIN, 320 FT (97.5
 DE9432'M) WEST OF THE WEST END OF SOUTH GUARDRAIL, AND 44.0 FT (13.4 M) NORTH
 DE9432'OF A FIR TREE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1272 ***********************************************************************
 EZ1272  DESIGNATION -  174 DRD
 EZ1272  PID         -  EZ1272
 EZ1272  STATE/COUNTY-  NC/LEE
 EZ1272  USGS QUAD   -  MONCURE (1993)
 EZ1272
 EZ1272                         *CURRENT SURVEY CONTROL
 EZ1272  ___________________________________________________________________
 EZ1272* NAD 83(1986)-  35 37 03.     (N)    079 05 32.     (W)     SCALED    
 EZ1272* NAVD 88     -        57.107  (meters)     187.36   (feet)  ADJUSTED  
 EZ1272  ___________________________________________________________________
 EZ1272  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EZ1272  DYNAMIC HT  -          57.058 (meters)     187.20  (feet)  COMP
 EZ1272  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 EZ1272
 EZ1272  VERT ORDER  -  FIRST     CLASS II
 EZ1272
 EZ1272.The horizontal coordinates were scaled from a topographic map and have
 EZ1272.an estimated accuracy of +/- 6 seconds.
 EZ1272
 EZ1272.The orthometric height was determined by differential leveling
 EZ1272.and adjusted in June 1991.
 EZ1272
 EZ1272.The geoid height was determined by GEOID03.
 EZ1272
 EZ1272.The dynamic height is computed by dividing the NAVD 88
 EZ1272.geopotential number by the normal gravity value computed on the
 EZ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1272.degrees latitude (g = 980.6199 gals.).
 EZ1272
 EZ1272.The modeled gravity was interpolated from observed gravity values.
 EZ1272
 EZ1272;                    North         East    Units  Estimated Accuracy
 EZ1272;SPC NC       -   207,170.      601,250.      MT  (+/- 180 meters Scaled)
 EZ1272
 EZ1272                          SUPERSEDED SURVEY CONTROL
 EZ1272
 EZ1272  NGVD 29 (??/??/92)   57.332  (m)          188.10   (f) ADJ UNCH    1 2
 EZ1272
 EZ1272.Superseded values are not recommended for survey control.
 EZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1272.See file dsdata.txt to determine how the superseded data were derived.
 EZ1272
 EZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV727432(NAD 83)
 EZ1272_MARKER: DD = SURVEY DISK
 EZ1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1272_SP_SET: BRIDGE
 EZ1272_STAMPING: 174 DRD 1960
 EZ1272_MARK LOGO: USGS  
 EZ1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1272
 EZ1272  HISTORY     - Date     Condition        Report By
 EZ1272  HISTORY     - 1960     MONUMENTED       USGS
 EZ1272  HISTORY     - 1971     GOOD             NCGS
 EZ1272  HISTORY     - 1980     GOOD             NCGS
 EZ1272
 EZ1272                          STATION DESCRIPTION
 EZ1272
 EZ1272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1272'0.9 MI SW FROM MONCURE.
 EZ1272'STATION IS ABOUT 0.9 MILE W ALONG SR 1011 (OLD U.S. 1) FROM THE
 EZ1272'GRADE CROSSING OF SEABOARD COAST LINE RR IN MONCURE, AT W END OF
 EZ1272'BRIDGE OVER DEEP RIVER, AND SET IN TOP OF THE NORTH CONCRETE
 EZ1272'WINGWALL.
 EZ1272
 EZ1272                          STATION RECOVERY (1980)
 EZ1272
 EZ1272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1457 ***********************************************************************
 FB1457  DESIGNATION -  1743.7
 FB1457  PID         -  FB1457
 FB1457  STATE/COUNTY-  NC/SWAIN
 FB1457  USGS QUAD   -  BRYSON CITY (1978)
 FB1457
 FB1457                         *CURRENT SURVEY CONTROL
 FB1457  ___________________________________________________________________
 FB1457* NAD 83(1986)-  35 26 01.     (N)    083 26 21.     (W)     SCALED    
 FB1457* NAVD 88     -       531.414  (meters)    1743.48   (feet)  ADJUSTED  
 FB1457  ___________________________________________________________________
 FB1457  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB1457  DYNAMIC HT  -         530.868 (meters)    1741.69  (feet)  COMP
 FB1457  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 FB1457
 FB1457  VERT ORDER  -  FIRST     CLASS II
 FB1457
 FB1457.The horizontal coordinates were scaled from a topographic map and have
 FB1457.an estimated accuracy of +/- 6 seconds.
 FB1457
 FB1457.The orthometric height was determined by differential leveling
 FB1457.and adjusted in June 1991.
 FB1457
 FB1457.The geoid height was determined by GEOID03.
 FB1457
 FB1457.The dynamic height is computed by dividing the NAVD 88
 FB1457.geopotential number by the normal gravity value computed on the
 FB1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1457.degrees latitude (g = 980.6199 gals.).
 FB1457
 FB1457.The modeled gravity was interpolated from observed gravity values.
 FB1457
 FB1457;                    North         East    Units  Estimated Accuracy
 FB1457;SPC NC       -   195,770.      206,690.      MT  (+/- 180 meters Scaled)
 FB1457
 FB1457                          SUPERSEDED SURVEY CONTROL
 FB1457
 FB1457  NGVD 29 (12/12/91)  531.466  (m)         1743.65   (f) ADJUSTED    1 2
 FB1457
 FB1457.Superseded values are not recommended for survey control.
 FB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1457.See file dsdata.txt to determine how the superseded data were derived.
 FB1457
 FB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV785238(NAD 83)
 FB1457_MARKER: Q = CHISELED SQUARE
 FB1457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1457_SP_SET: BRIDGE
 FB1457_MARK LOGO: USGS  
 FB1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1457
 FB1457  HISTORY     - Date     Condition        Report By
 FB1457  HISTORY     - UNK      MONUMENTED       USGS
 FB1457  HISTORY     - 1954     GOOD             NGS
 FB1457  HISTORY     - 1983     GOOD             NGS
 FB1457
 FB1457                          STATION DESCRIPTION
 FB1457
 FB1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FB1457'0.4 MI E FROM BRYSON.
 FB1457'0.4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM BRYSON, SWAIN
 FB1457'COUNTY, AT BRIDGE T 63.6 OVER DEEP CREEK, ON THE NORTH END OF THE
 FB1457'EAST ABUTMENT, 5-1/2 FEET NORTH OF THE NORTH RAIL AND 1 FOOT LOWER
 FB1457'THAN THE TRACK.  A CHISELED SQUARE, SURROUNDED BY THE PAINTED
 FB1457'LETTERS B.M. 1743.7.
 FB1457
 FB1457                          STATION RECOVERY (1983)
 FB1457
 FB1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1458 ***********************************************************************
 FB1458  DESIGNATION -  1749
 FB1458  PID         -  FB1458
 FB1458  STATE/COUNTY-  NC/SWAIN
 FB1458  USGS QUAD   -  BRYSON CITY (1978)
 FB1458
 FB1458                         *CURRENT SURVEY CONTROL
 FB1458  ___________________________________________________________________
 FB1458* NAD 83(1986)-  35 26 02.     (N)    083 25 54.     (W)     SCALED    
 FB1458* NAVD 88     -       533.015  (meters)    1748.73   (feet)  ADJUSTED  
 FB1458  ___________________________________________________________________
 FB1458  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FB1458  DYNAMIC HT  -         532.468 (meters)    1746.94  (feet)  COMP
 FB1458  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 FB1458
 FB1458  VERT ORDER  -  FIRST     CLASS II
 FB1458
 FB1458.The horizontal coordinates were scaled from a topographic map and have
 FB1458.an estimated accuracy of +/- 6 seconds.
 FB1458
 FB1458.The orthometric height was determined by differential leveling
 FB1458.and adjusted in June 1991.
 FB1458
 FB1458.The geoid height was determined by GEOID03.
 FB1458
 FB1458.The dynamic height is computed by dividing the NAVD 88
 FB1458.geopotential number by the normal gravity value computed on the
 FB1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1458.degrees latitude (g = 980.6199 gals.).
 FB1458
 FB1458.The modeled gravity was interpolated from observed gravity values.
 FB1458
 FB1458;                    North         East    Units  Estimated Accuracy
 FB1458;SPC NC       -   195,770.      207,370.      MT  (+/- 180 meters Scaled)
 FB1458
 FB1458                          SUPERSEDED SURVEY CONTROL
 FB1458
 FB1458  NGVD 29 (??/??/92)  533.075  (m)         1748.93   (f) ADJ UNCH    1 2
 FB1458
 FB1458.Superseded values are not recommended for survey control.
 FB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1458.See file dsdata.txt to determine how the superseded data were derived.
 FB1458
 FB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV792238(NAD 83)
 FB1458_MARKER: Z = SEE DESCRIPTION
 FB1458_SETTING: 66 = SET IN ROCK OUTCROP
 FB1458_SP_SET: ROCK CUT
 FB1458_MARK LOGO: USGS  
 FB1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1458+STABILITY: POSITION/ELEVATION WELL
 FB1458
 FB1458  HISTORY     - Date     Condition        Report By
 FB1458  HISTORY     - UNK      MONUMENTED       USGS
 FB1458  HISTORY     - 1934     GOOD             NGS
 FB1458  HISTORY     - 1983     MARK NOT FOUND   NGS
 FB1458
 FB1458                          STATION DESCRIPTION
 FB1458
 FB1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1458'0.9 MI E FROM BRYSON.
 FB1458'0.9 MILE EAST ALONG THE SOUTHERN RAILWAY FROM BRYSON, SWAIN
 FB1458'COUNTY, 150 FEET WEST OF MILEPOST 63, AT THE BASE OF A LARGE
 FB1458'ROCK CUT, 75 FEET EAST OF THE WEST END, 3 FEET NORTH OF THE
 FB1458'NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.  A CHISELED POINT.
 FB1458
 FB1458                          STATION RECOVERY (1983)
 FB1458
 FB1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB1458'NOT RECOVERED, AN EXTENSIVE SEARCH WAS MADE WITH NO EVIDENCE OF THE
 FB1458'MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9434 ***********************************************************************
 DE9434  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9434  DESIGNATION -  174E 200
 DE9434  PID         -  DE9434
 DE9434  STATE/COUNTY-  NC/GUILFORD
 DE9434  USGS QUAD   -  LAKE BRANDT (1994)
 DE9434
 DE9434                         *CURRENT SURVEY CONTROL
 DE9434  ___________________________________________________________________
 DE9434* NAD 83(2007)-  36 08 10.42766(N)    079 49 15.24062(W)     ADJUSTED  
 DE9434* NAVD 88     -       261.35   (meters)     857.4    (feet)  GPS OBS   
 DE9434  ___________________________________________________________________
 DE9434  EPOCH DATE  -        2002.00
 DE9434  X           -     911,424.889 (meters)                     COMP
 DE9434  Y           -  -5,076,110.052 (meters)                     COMP
 DE9434  Z           -   3,740,545.940 (meters)                     COMP
 DE9434  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 DE9434  ELLIP HEIGHT-         230.033 (meters)          (02/10/07) ADJUSTED
 DE9434  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 DE9434
 DE9434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9434  Type    PID    Designation                      North   East  Ellip
 DE9434  -------------------------------------------------------------------
 DE9434  NETWORK DE9434 174E 200                          1.72   1.74   2.49
 DE9434  -------------------------------------------------------------------
 DE9434
 DE9434.The horizontal coordinates were established by GPS observations
 DE9434.and adjusted by the National Geodetic Survey in February 2007.
 DE9434
 DE9434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9434.The horizontal coordinates are valid at the epoch date displayed above.
 DE9434.The epoch date for horizontal control is a decimal equivalence
 DE9434.of Year/Month/Day.
 DE9434
 DE9434.The orthometric height was determined by GPS observations and a
 DE9434.high-resolution geoid model.
 DE9434.The orthometric height was determined by GPS observations and a
 DE9434.high-resolution geoid model using precise GPS observation and
 DE9434.processing techniques.
 DE9434
 DE9434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9434
 DE9434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9434
 DE9434.The ellipsoidal height was determined by GPS observations
 DE9434.and is referenced to NAD 83.
 DE9434
 DE9434.The geoid height was determined by GEOID03.
 DE9434
 DE9434;                    North         East     Units Scale Factor Converg.
 DE9434;SPC NC       -   265,021.928   535,714.800   MT  0.99999165   -0 28 25.7
 DE9434;SPC NC       -   869,492.78  1,757,590.97   sFT  0.99999165   -0 28 25.7
 DE9434;UTM  17      - 3,999,702.295   606,088.693   MT  0.99973867   +0 41 43.4
 DE9434
 DE9434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9434!SPC NC       -   0.99996390  x   0.99999165  =   0.99995555
 DE9434!UTM  17      -   0.99996390  x   0.99973867  =   0.99970258
 DE9434
 DE9434:                Primary Azimuth Mark                     Grid Az
 DE9434:SPC NC       -  125E 200                                 042 36 09.5
 DE9434:UTM  17      -  125E 200                                 041 26 00.4
 DE9434
 DE9434|---------------------------------------------------------------------|
 DE9434| PID    Reference Object                     Distance      Geod. Az  |
 DE9434|                                                           dddmmss.s |
 DE9434| DE9433 125E 200                            416.993 METERS 0420743.8 |
 DE9434|---------------------------------------------------------------------|
 DE9434
 DE9434                          SUPERSEDED SURVEY CONTROL
 DE9434
 DE9434  NAD 83(2001)-  36 08 10.42812(N)    079 49 15.24017(W) AD(       ) 1
 DE9434  ELLIP H (03/13/03)  230.030  (m)                       GP(       ) 4 2
 DE9434  NAD 83(1986)-  36 08 10.43457(N)    079 49 15.24773(W) AD(       ) 1
 DE9434
 DE9434.Superseded values are not recommended for survey control.
 DE9434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9434.See file dsdata.txt to determine how the superseded data were derived.
 DE9434
 DE9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0608999702(NAD 83)
 DE9434_MARKER: DD = SURVEY DISK
 DE9434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9434_STAMPING: 174E200 1999
 DE9434_MARK LOGO: NC1940
 DE9434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9434+STABILITY: SURFACE MOTION
 DE9434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9434+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9434
 DE9434  HISTORY     - Date     Condition        Report By
 DE9434  HISTORY     - 1999     MONUMENTED       NC1940
 DE9434
 DE9434                          STATION DESCRIPTION
 DE9434
 DE9434'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9434'STATION IS ABOUT 4.7 MI (7.6 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9434'GREENSBORO GOVERNMENT PLAZA, IN THE WOODRIDGE COMMUNITY.
 DE9434'ALONG LAKE JEANETTE ROAD, 1.0 MI (1.6 KM) SOUTHWEST OF NORTH ELM
 DE9434'STREET, IN THE NORTH QUADRANT OF INTERSECTION WITH COTTAGE PLACE.
 DE9434'MARK IS ABOUT LEVEL WITH THE SIDEWALK AND FLUSH WITH THE GROUND.
 DE9434'LOCATED 36.0 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF LAKE JEANETTE
 DE9434'ROAD, 94.0 FT (28.7 M) NORTHEAST OF CENTERLINE OF COTTAGE PLACE, 3.0
 DE9434'FT (0.9 M) SOUTHEAST OF UNDERGROUND CABLEVISION BOX, 44.0 FT (13.4 M)
 DE9434'NORTH OF FIRE HYDRANT, AND 64.8 FT (19.8 M) SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9431 ***********************************************************************
 DE9431  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9431  DESIGNATION -  174W 200
 DE9431  PID         -  DE9431
 DE9431  STATE/COUNTY-  NC/GUILFORD
 DE9431  USGS QUAD   -  LAKE BRANDT (1994)
 DE9431
 DE9431                         *CURRENT SURVEY CONTROL
 DE9431  ___________________________________________________________________
 DE9431* NAD 83(2007)-  36 08 29.23812(N)    079 50 01.50128(W)     ADJUSTED  
 DE9431* NAVD 88     -       235.17   (meters)     771.6    (feet)  GPS OBS   
 DE9431  ___________________________________________________________________
 DE9431  EPOCH DATE  -        2002.00
 DE9431  X           -     910,222.305 (meters)                     COMP
 DE9431  Y           -  -5,075,956.871 (meters)                     COMP
 DE9431  Z           -   3,740,998.685 (meters)                     COMP
 DE9431  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 DE9431  ELLIP HEIGHT-         203.746 (meters)          (02/10/07) ADJUSTED
 DE9431  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DE9431
 DE9431  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9431  Type    PID    Designation                      North   East  Ellip
 DE9431  -------------------------------------------------------------------
 DE9431  NETWORK DE9431 174W 200                          2.18   1.67   3.31
 DE9431  -------------------------------------------------------------------
 DE9431
 DE9431.The horizontal coordinates were established by GPS observations
 DE9431.and adjusted by the National Geodetic Survey in February 2007.
 DE9431
 DE9431.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9431.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9431.The horizontal coordinates are valid at the epoch date displayed above.
 DE9431.The epoch date for horizontal control is a decimal equivalence
 DE9431.of Year/Month/Day.
 DE9431
 DE9431.The orthometric height was determined by GPS observations and a
 DE9431.high-resolution geoid model.
 DE9431.The orthometric height was determined by GPS observations and a
 DE9431.high-resolution geoid model using precise GPS observation and
 DE9431.processing techniques.
 DE9431
 DE9431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9431
 DE9431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9431
 DE9431.The ellipsoidal height was determined by GPS observations
 DE9431.and is referenced to NAD 83.
 DE9431
 DE9431.The geoid height was determined by GEOID03.
 DE9431
 DE9431;                    North         East     Units Scale Factor Converg.
 DE9431;SPC NC       -   265,611.331   534,563.095   MT  0.99999306   -0 28 52.4
 DE9431;SPC NC       -   871,426.51  1,753,812.42   sFT  0.99999306   -0 28 52.4
 DE9431;UTM  17      - 4,000,267.932   604,925.499   MT  0.99973565   +0 41 16.4
 DE9431
 DE9431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9431!SPC NC       -   0.99996802  x   0.99999306  =   0.99996108
 DE9431!UTM  17      -   0.99996802  x   0.99973565  =   0.99970368
 DE9431
 DE9431                          SUPERSEDED SURVEY CONTROL
 DE9431
 DE9431  NAD 83(2001)-  36 08 29.23856(N)    079 50 01.50091(W) AD(       ) 1
 DE9431  ELLIP H (03/13/03)  203.744  (m)                       GP(       ) 4 2
 DE9431  NAD 83(1986)-  36 08 29.24484(N)    079 50 01.50851(W) AD(       ) 1
 DE9431
 DE9431.Superseded values are not recommended for survey control.
 DE9431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9431.See file dsdata.txt to determine how the superseded data were derived.
 DE9431
 DE9431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0492500268(NAD 83)
 DE9431_MARKER: DD = SURVEY DISK
 DE9431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9431_STAMPING: 174W200 1999
 DE9431_MARK LOGO: NC1940
 DE9431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9431+STABILITY: SURFACE MOTION
 DE9431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9431+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9431
 DE9431  HISTORY     - Date     Condition        Report By
 DE9431  HISTORY     - 1999     MONUMENTED       NC1940
 DE9431
 DE9431                          STATION DESCRIPTION
 DE9431
 DE9431'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9431'STATION IS ABOUT 5.3 MI (8.5 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9431'GREENSBORO GOVERNMENT PLAZA.
 DE9431'ALONG LAWNDALE DRIVE, 0.8 MI (1.3 KM) SOUTH OF SR 2347 (LAKE BRANDT
 DE9431'ROAD), IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH COTSWALD AVENUE.
 DE9431'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF COTSWALD AVENUE AND
 DE9431'FLUSH WITH THE GROUND. LOCATED 24.9 FT (7.6 M) SOUTH OF THE CENTERLINE
 DE9431'OF COTSWALD AVENUE, 81.1 FT (24.7 M) WEST OF THE CENTERLINE OF
 DE9431'LAWNDALE DRIVE, 9.8 FT (3.0 M) EAST-SOUTHEAST OF THE CENTER OF MANHOLE
 DE9431'ON CATCH BASIN, AND 30.2 FT (9.2 M) NORTHWEST OF THE NORTHWEST CORNER
 DE9431'OF TRAFFIC SIGNAL BOX PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1318 ***********************************************************************
 EZ1318  DESIGNATION -  175 D DRD
 EZ1318  PID         -  EZ1318
 EZ1318  STATE/COUNTY-  NC/CHATHAM
 EZ1318  USGS QUAD   -  MERRY OAKS (1981)
 EZ1318
 EZ1318                         *CURRENT SURVEY CONTROL
 EZ1318  ___________________________________________________________________
 EZ1318* NAD 83(1986)-  35 42 20.     (N)    079 05 02.     (W)     SCALED    
 EZ1318* NAVD 88     -        66.073  (meters)     216.77   (feet)  ADJUSTED  
 EZ1318  ___________________________________________________________________
 EZ1318  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EZ1318  DYNAMIC HT  -          66.018 (meters)     216.59  (feet)  COMP
 EZ1318  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 EZ1318
 EZ1318  VERT ORDER  -  SECOND    CLASS 0
 EZ1318
 EZ1318.The horizontal coordinates were scaled from a topographic map and have
 EZ1318.an estimated accuracy of +/- 6 seconds.
 EZ1318
 EZ1318.The orthometric height was determined by differential leveling
 EZ1318.and adjusted in June 1991.
 EZ1318
 EZ1318.The geoid height was determined by GEOID03.
 EZ1318
 EZ1318.The dynamic height is computed by dividing the NAVD 88
 EZ1318.geopotential number by the normal gravity value computed on the
 EZ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1318.degrees latitude (g = 980.6199 gals.).
 EZ1318
 EZ1318.The modeled gravity was interpolated from observed gravity values.
 EZ1318
 EZ1318;                    North         East    Units  Estimated Accuracy
 EZ1318;SPC NC       -   216,940.      602,010.      MT  (+/- 180 meters Scaled)
 EZ1318
 EZ1318                          SUPERSEDED SURVEY CONTROL
 EZ1318
 EZ1318  NGVD 29 (??/??/92)   66.315  (m)          217.57   (f) ADJ UNCH    2 0
 EZ1318
 EZ1318.Superseded values are not recommended for survey control.
 EZ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1318.See file dsdata.txt to determine how the superseded data were derived.
 EZ1318
 EZ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV733529(NAD 83)
 EZ1318_MARKER: DD = SURVEY DISK
 EZ1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1318_SP_SET: BRIDGE ABUTMENT
 EZ1318_STAMPING: 175 D DRD 1960 217
 EZ1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1318
 EZ1318  HISTORY     - Date     Condition        Report By
 EZ1318  HISTORY     - 1960     MONUMENTED       USGS
 EZ1318  HISTORY     - 1973     GOOD             NCGS
 EZ1318  HISTORY     - 20051108 MARK NOT FOUND   GEOCAC
 EZ1318
 EZ1318                          STATION DESCRIPTION
 EZ1318
 EZ1318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1318'5.3 MI E FROM PITTSBORO.
 EZ1318'TO REACH STATION FROM INTERSECTION OF U.S. 64 AND SR 1943 EAST
 EZ1318'OF PITTSBORO, PROCEED EAST ALONG SR 1943 FOR 3.8 MILES TO MOORES
 EZ1318'BRIDGE OVER HAW RIVER AND STATION AT THE SE END OF BRIDGE IN THE
 EZ1318'SOUTH END OF THE EAST CONCRETE ABUTMENT, 11.0 FT S OF C/L OF
 EZ1318'SR 1943.  DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE BRIDGE
 EZ1318'ABUTMENT.
 EZ1318
 EZ1318                          STATION RECOVERY (2005)
 EZ1318
 EZ1318'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1318'NOT FOUND. WATER LEVEL WAS 212.4 ON DATE OF VISIT, WHICH IS FOUR FEET
 EZ1318'BELOW NORMAL. BRIDGE WAS NOT VISIBLE. IT PROBABLY WAS REMOVED DURING
 EZ1318'CONSTRUCTION OF JORDAN LAKE. TO REACH FROM GRIFFINS CROSSROADS ON
 EZ1318'US-64, FOLLOW PEA RIDGE ROAD SOUTHEAST TO SEAFORTH ROAD. TURN RIGHT
 EZ1318'AND GO TO END OF PAVEMENT, AND US ENGINEER STATION NH 22 ON LEFT.
 EZ1318'CONTINUE ON FOOT APPROXIMATELY 1800 FEET ALONG ABANDONED ROAD, WHICH
 EZ1318'ENDS AT THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9311 ***********************************************************************
 DE9311  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9311  DESIGNATION -  175E 200
 DE9311  PID         -  DE9311
 DE9311  STATE/COUNTY-  NC/GUILFORD
 DE9311  USGS QUAD   -  LAKE BRANDT (1994)
 DE9311
 DE9311                         *CURRENT SURVEY CONTROL
 DE9311  ___________________________________________________________________
 DE9311* NAD 83(2007)-  36 08 38.91092(N)    079 47 59.91890(W)     ADJUSTED  
 DE9311* NAVD 88     -       236.89   (meters)     777.2    (feet)  GPS OBS   
 DE9311  ___________________________________________________________________
 DE9311  EPOCH DATE  -        2002.00
 DE9311  X           -     913,183.286 (meters)                     COMP
 DE9311  Y           -  -5,075,247.871 (meters)                     COMP
 DE9311  Z           -   3,741,240.556 (meters)                     COMP
 DE9311  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9311  ELLIP HEIGHT-         205.609 (meters)          (02/10/07) ADJUSTED
 DE9311  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DE9311
 DE9311  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9311  Type    PID    Designation                      North   East  Ellip
 DE9311  -------------------------------------------------------------------
 DE9311  NETWORK DE9311 175E 200                          1.65   1.37   2.59
 DE9311  -------------------------------------------------------------------
 DE9311
 DE9311.The horizontal coordinates were established by GPS observations
 DE9311.and adjusted by the National Geodetic Survey in February 2007.
 DE9311
 DE9311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9311.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9311.The horizontal coordinates are valid at the epoch date displayed above.
 DE9311.The epoch date for horizontal control is a decimal equivalence
 DE9311.of Year/Month/Day.
 DE9311
 DE9311.The orthometric height was determined by GPS observations and a
 DE9311.high-resolution geoid model.
 DE9311.The orthometric height was determined by GPS observations and a
 DE9311.high-resolution geoid model using precise GPS observation and
 DE9311.processing techniques.
 DE9311
 DE9311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9311
 DE9311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9311
 DE9311.The ellipsoidal height was determined by GPS observations
 DE9311.and is referenced to NAD 83.
 DE9311
 DE9311.The geoid height was determined by GEOID03.
 DE9311
 DE9311;                    North         East     Units Scale Factor Converg.
 DE9311;SPC NC       -   265,884.449   537,605.014   MT  0.99999379   -0 27 42.2
 DE9311;SPC NC       -   872,322.56  1,763,792.45   sFT  0.99999379   -0 27 42.2
 DE9311;UTM  17      - 4,000,602.986   607,960.440   MT  0.99974361   +0 42 28.3
 DE9311
 DE9311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9311!SPC NC       -   0.99996773  x   0.99999379  =   0.99996152
 DE9311!UTM  17      -   0.99996773  x   0.99974361  =   0.99971135
 DE9311
 DE9311                          SUPERSEDED SURVEY CONTROL
 DE9311
 DE9311  NAD 83(2001)-  36 08 38.91145(N)    079 47 59.91843(W) AD(       ) 1
 DE9311  ELLIP H (03/13/03)  205.605  (m)                       GP(       ) 4 2
 DE9311  NAD 83(1986)-  36 08 38.91800(N)    079 47 59.92600(W) AD(       ) 1
 DE9311
 DE9311.Superseded values are not recommended for survey control.
 DE9311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9311.See file dsdata.txt to determine how the superseded data were derived.
 DE9311
 DE9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0796000603(NAD 83)
 DE9311_MARKER: DD = SURVEY DISK
 DE9311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9311_STAMPING: 175E.200 7/97
 DE9311_MARK LOGO: NC1940
 DE9311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9311+STABILITY: SURFACE MOTION
 DE9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9311+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9311
 DE9311  HISTORY     - Date     Condition        Report By
 DE9311  HISTORY     - 1997     MONUMENTED       NC1940
 DE9311
 DE9311                          STATION DESCRIPTION
 DE9311
 DE9311'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9311'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH OF THE CITY-COUNTY
 DE9311'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, 8.0 MI (12.9 KM) NORTHEAST
 DE9311'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND NEAR LAKE JEANETTE.
 DE9311'PROCEED ALONG NORTH ELM STREET FOR 2.6 MI (4.2 KM) NORTH FROM THE WEST
 DE9311'CONE BOULEVARD BRIDGE TO INTERSECTION WITH OLD LAKE JEANETTE ROAD AND
 DE9311'STATION ON NORTH SIDE OF INTERSECTION.
 DE9311'MARK IS ABOUT 1-FOOT HIGHER THAN CENTER OF NORTH ELM STREET, AND
 DE9311'RECESSED 1-INCH BELOW THE GROUND. LOCATED 49.5 FT (15.1 M) NORTHEAST
 DE9311'OF THE CENTERLINE OF NORTH ELM STREET, 39.2 FT (11.9 M) NORTHWEST OF
 DE9311'THE CENTERLINE OF OLD LAKE JEANETTE ROAD, 38.1 FT (11.6 M) WEST OF
 DE9311'CATCH BASIN, 42.3 FT (12.9 M) NORTH-NORTHWEST OF STORM SEWER MANHOLE
 DE9311'IN INTERSECTION, AND 38.5 FT (11.7 M) SOUTH-SOUTHWEST OF THE CENTER
 DE9311'OF--THE VILLAGES OF LAKE JEANETTE--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1661 ***********************************************************************
 FB1661  DESIGNATION -  1762.4
 FB1661  PID         -  FB1661
 FB1661  STATE/COUNTY-  NC/SWAIN
 FB1661  USGS QUAD   -  TAPOCO (1978)
 FB1661
 FB1661                         *CURRENT SURVEY CONTROL
 FB1661  ___________________________________________________________________
 FB1661* NAD 83(1986)-  35 28 19.     (N)    083 54 48.     (W)     SCALED    
 FB1661* NAVD 88     -       537.326  (meters)    1762.88   (feet)  ADJUSTED  
 FB1661  ___________________________________________________________________
 FB1661  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FB1661  DYNAMIC HT  -         536.801 (meters)    1761.15  (feet)  COMP
 FB1661  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 FB1661
 FB1661  VERT ORDER  -  FIRST     CLASS II
 FB1661
 FB1661.The horizontal coordinates were scaled from a topographic map and have
 FB1661.an estimated accuracy of +/- 6 seconds.
 FB1661
 FB1661.The orthometric height was determined by differential leveling
 FB1661.and adjusted in June 1991.
 FB1661
 FB1661.The geoid height was determined by GEOID03.
 FB1661
 FB1661.The dynamic height is computed by dividing the NAVD 88
 FB1661.geopotential number by the normal gravity value computed on the
 FB1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1661.degrees latitude (g = 980.6199 gals.).
 FB1661
 FB1661.The modeled gravity was interpolated from observed gravity values.
 FB1661
 FB1661;                    North         East    Units  Estimated Accuracy
 FB1661;SPC NC       -   202,050.      163,900.      MT  (+/- 180 meters Scaled)
 FB1661
 FB1661                          SUPERSEDED SURVEY CONTROL
 FB1661
 FB1661  NGVD 29 (??/??/92)  537.432  (m)         1763.22   (f) ADJ UNCH    1 2
 FB1661
 FB1661.Superseded values are not recommended for survey control.
 FB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1661.See file dsdata.txt to determine how the superseded data were derived.
 FB1661
 FB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV356292(NAD 83)
 FB1661_MARKER: Z = SEE DESCRIPTION
 FB1661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1661_SP_SET: CULVERT
 FB1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1661
 FB1661  HISTORY     - Date     Condition        Report By
 FB1661  HISTORY     - UNK      MONUMENTED       USGS
 FB1661  HISTORY     - 1952     GOOD             TVA
 FB1661
 FB1661                          STATION DESCRIPTION
 FB1661
 FB1661'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1661'10.1 MI NW FROM FONTANA.
 FB1661'10.1 MILES NORTHWEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY
 FB1661'288, 0.9 MILE SOUTHEAST OF THE NORTH CAROLINA-TENNESSEE STATE
 FB1661'LINE, AT A 36-INCH CORRUGATED IRON PIPE CULVERT, AND ON THE
 FB1661'NORTHEAST CORNER OF THE NORTH HEADWALL.  A CHISELED AND PAINTED
 FB1661'POINT.  NOTE-- REFERENCE FROM FONTANA SHOULD READ 6 MILES EAST
 FB1661'(AIRLINE) FROM FONTANA DAM, 1.5 MILES SOUTHEAST ALONG OLD 288
 FB1661'HIGHWAY FROM DEAL GAP N.C.-TENN. STATE LINE, 175 FEET NORTHEAST
 FB1661'OF 154 KV TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9315 ***********************************************************************
 DE9315  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9315  DESIGNATION -  177W 200
 DE9315  PID         -  DE9315
 DE9315  STATE/COUNTY-  NC/GUILFORD
 DE9315  USGS QUAD   -  LAKE BRANDT (1994)
 DE9315
 DE9315                         *CURRENT SURVEY CONTROL
 DE9315  ___________________________________________________________________
 DE9315* NAD 83(2007)-  36 08 32.26587(N)    079 46 34.12231(W)     ADJUSTED  
 DE9315* NAVD 88     -       262.52   (meters)     861.3    (feet)  GPS OBS   
 DE9315  ___________________________________________________________________
 DE9315  EPOCH DATE  -        2002.00
 DE9315  X           -     915,319.406 (meters)                     COMP
 DE9315  Y           -  -5,075,006.933 (meters)                     COMP
 DE9315  Z           -   3,741,090.330 (meters)                     COMP
 DE9315  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 DE9315  ELLIP HEIGHT-         231.346 (meters)          (02/10/07) ADJUSTED
 DE9315  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9315
 DE9315  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9315  Type    PID    Designation                      North   East  Ellip
 DE9315  -------------------------------------------------------------------
 DE9315  NETWORK DE9315 177W 200                          1.39   1.08   2.16
 DE9315  -------------------------------------------------------------------
 DE9315
 DE9315.The horizontal coordinates were established by GPS observations
 DE9315.and adjusted by the National Geodetic Survey in February 2007.
 DE9315
 DE9315.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9315.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9315.The horizontal coordinates are valid at the epoch date displayed above.
 DE9315.The epoch date for horizontal control is a decimal equivalence
 DE9315.of Year/Month/Day.
 DE9315
 DE9315.The orthometric height was determined by GPS observations and a
 DE9315.high-resolution geoid model.
 DE9315.The orthometric height was determined by GPS observations and a
 DE9315.high-resolution geoid model using precise GPS observation and
 DE9315.processing techniques.
 DE9315
 DE9315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9315
 DE9315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9315
 DE9315.The ellipsoidal height was determined by GPS observations
 DE9315.and is referenced to NAD 83.
 DE9315
 DE9315.The geoid height was determined by GEOID03.
 DE9315
 DE9315;                    North         East     Units Scale Factor Converg.
 DE9315;SPC NC       -   265,662.612   539,748.231   MT  0.99999329   -0 26 52.7
 DE9315;SPC NC       -   871,594.75  1,770,823.99   sFT  0.99999329   -0 26 52.7
 DE9315;UTM  17      - 4,000,424.990   610,107.208   MT  0.99974938   +0 43 18.8
 DE9315
 DE9315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9315!SPC NC       -   0.99996369  x   0.99999329  =   0.99995698
 DE9315!UTM  17      -   0.99996369  x   0.99974938  =   0.99971308
 DE9315
 DE9315                          SUPERSEDED SURVEY CONTROL
 DE9315
 DE9315  NAD 83(2001)-  36 08 32.26639(N)    079 46 34.12177(W) AD(       ) 1
 DE9315  ELLIP H (03/13/03)  231.342  (m)                       GP(       ) 4 2
 DE9315  NAD 83(1986)-  36 08 32.27297(N)    079 46 34.12925(W) AD(       ) 1
 DE9315
 DE9315.Superseded values are not recommended for survey control.
 DE9315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9315.See file dsdata.txt to determine how the superseded data were derived.
 DE9315
 DE9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1010700425(NAD 83)
 DE9315_MARKER: DD = SURVEY DISK
 DE9315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9315_STAMPING: 177W.200 7/97
 DE9315_MARK LOGO: NC1940
 DE9315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9315+STABILITY: SURFACE MOTION
 DE9315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9315+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9315
 DE9315  HISTORY     - Date     Condition        Report By
 DE9315  HISTORY     - 1997     MONUMENTED       NC1940
 DE9315
 DE9315                          STATION DESCRIPTION
 DE9315
 DE9315'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9315'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF THE DOWNTOWN
 DE9315'GREENSBORO GOVERNMENT COMPLEX, AT INTERSECTION OF YANCEYVILLE STREET
 DE9315'AND LORRAINE ROAD.
 DE9315'ALONG YANCEYVILLE STREET FOR 2.1 MI (3.4 KM) NORTH FROM EAST CONE
 DE9315'BOULEVARD TO LORRAINE ROAD AND STATION ON RIGHT/EAST SIDE OF ROAD, AND
 DE9315'0.1 MI (0.2 KM) NORTH OF LEES CHAPEL ROAD.
 DE9315'MARK IS ABOUT 2-FEET LOWER THAN THE CENTERLINE OF YANCEYVILLE STREET
 DE9315'AND RECESSED 2 INCHES BELOW GROUND. LOCATED 18.6 FT (5.7 M) EAST OF
 DE9315'CENTERLINE OF YANCEYVILLE STREET, 42.1 FT (12.8 M) NORTHEAST OF
 DE9315'CENTERLINE-INTERSECTION OF ROADS, AND 74.3 FT (22.6 M) NORTHEAST OF
 DE9315'POWER POLE (IN SOUTHWEST QUADRANT OF INTERSECTION).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1663 ***********************************************************************
 FB1663  DESIGNATION -  1784
 FB1663  PID         -  FB1663
 FB1663  STATE/COUNTY-  NC/SWAIN
 FB1663  USGS QUAD   -  TAPOCO (1978)
 FB1663
 FB1663                         *CURRENT SURVEY CONTROL
 FB1663  ___________________________________________________________________
 FB1663* NAD 83(1986)-  35 28 14.     (N)    083 54 20.     (W)     SCALED    
 FB1663* NAVD 88     -       543.96   (+/-2cm)    1784.6    (feet)  VERTCON   
 FB1663  ___________________________________________________________________
 FB1663  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FB1663  VERT ORDER  -  ? (See Below)
 FB1663
 FB1663.The horizontal coordinates were scaled from a topographic map and have
 FB1663.an estimated accuracy of +/- 6 seconds.
 FB1663
 FB1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1663.The vertical order pertains to the NGVD 29 superseded value.
 FB1663
 FB1663.The geoid height was determined by GEOID03.
 FB1663
 FB1663;                    North         East    Units  Estimated Accuracy
 FB1663;SPC NC       -   201,860.      164,600.      MT  (+/- 180 meters Scaled)
 FB1663
 FB1663                          SUPERSEDED SURVEY CONTROL
 FB1663
 FB1663  NGVD 29 (??/??/92)  544.064  (m)         1784.98   (f) ADJ UNCH    ?  
 FB1663
 FB1663.Superseded values are not recommended for survey control.
 FB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1663.See file dsdata.txt to determine how the superseded data were derived.
 FB1663
 FB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV363291(NAD 83)
 FB1663_MARKER: Z = SEE DESCRIPTION
 FB1663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1663_SP_SET: CULVERT
 FB1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1663
 FB1663  HISTORY     - Date     Condition        Report By
 FB1663  HISTORY     - UNK      MONUMENTED       USGS
 FB1663  HISTORY     - 1952     MARK NOT FOUND   TVA
 FB1663
 FB1663                          STATION DESCRIPTION
 FB1663
 FB1663'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1663'9.5 MI NW FROM FONTANA.
 FB1663'9.5 MILES NORTHWEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY
 FB1663'288, 1.5 MILES SOUTHEAST OF THE NORTH CAROLINA-TENNESSEE STATE
 FB1663'LINE, AT A CULVERT, ON THE NORTH MASONRY HEADWALL, 20 FEET
 FB1663'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 FB1663'HIGHWAY.  A PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1662 ***********************************************************************
 FB1662  DESIGNATION -  1784.2
 FB1662  PID         -  FB1662
 FB1662  STATE/COUNTY-  NC/SWAIN
 FB1662  USGS QUAD   -  TAPOCO (1978)
 FB1662
 FB1662                         *CURRENT SURVEY CONTROL
 FB1662  ___________________________________________________________________
 FB1662* NAD 83(1986)-  35 28 20.     (N)    083 54 33.     (W)     SCALED    
 FB1662* NAVD 88     -       543.97   (+/-2cm)    1784.7    (feet)  VERTCON   
 FB1662  ___________________________________________________________________
 FB1662  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FB1662  VERT ORDER  -  ? (See Below)
 FB1662
 FB1662.The horizontal coordinates were scaled from a topographic map and have
 FB1662.an estimated accuracy of +/- 6 seconds.
 FB1662
 FB1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1662.The vertical order pertains to the NGVD 29 superseded value.
 FB1662
 FB1662.The geoid height was determined by GEOID03.
 FB1662
 FB1662;                    North         East    Units  Estimated Accuracy
 FB1662;SPC NC       -   202,060.      164,280.      MT  (+/- 180 meters Scaled)
 FB1662
 FB1662                          SUPERSEDED SURVEY CONTROL
 FB1662
 FB1662  NGVD 29 (??/??/92)  544.074  (m)         1785.02   (f) ADJ UNCH    ?  
 FB1662
 FB1662.Superseded values are not recommended for survey control.
 FB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1662.See file dsdata.txt to determine how the superseded data were derived.
 FB1662
 FB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV360293(NAD 83)
 FB1662_MARKER: Q = CHISELED SQUARE
 FB1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1662_SP_SET: CULVERT
 FB1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1662
 FB1662  HISTORY     - Date     Condition        Report By
 FB1662  HISTORY     - UNK      MONUMENTED       USGS
 FB1662  HISTORY     - 1952     MARK NOT FOUND   TVA
 FB1662
 FB1662                          STATION DESCRIPTION
 FB1662
 FB1662'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1662'9.8 MI NW FROM FONTANA.
 FB1662'9.8 MILES NORTHWEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY
 FB1662'288, 1.2 MILES SOUTHEAST OF THE NORTH CAROLINA-TENNESSEE STATE
 FB1662'LINE, AT A 24-INCH CORRUGATED IRON PIPE CULVERT, AND ON THE
 FB1662'WEST END OF THE NORTH HEADWALL.  A CHISELED AND PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9397 ***********************************************************************
 DE9397  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9397  DESIGNATION -  17E 200
 DE9397  PID         -  DE9397
 DE9397  STATE/COUNTY-  NC/GUILFORD
 DE9397  USGS QUAD   -  GREENSBORO (1994)
 DE9397
 DE9397                         *CURRENT SURVEY CONTROL
 DE9397  ___________________________________________________________________
 DE9397* NAD 83(2007)-  36 03 16.76293(N)    079 45 20.95698(W)     ADJUSTED  
 DE9397* NAVD 88     -       225.15   (meters)     738.7    (feet)  GPS OBS   
 DE9397  ___________________________________________________________________
 DE9397  EPOCH DATE  -        2002.00
 DE9397  X           -     918,133.218 (meters)                     COMP
 DE9397  Y           -  -5,080,290.945 (meters)                     COMP
 DE9397  Z           -   3,733,210.833 (meters)                     COMP
 DE9397  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 DE9397  ELLIP HEIGHT-         194.473 (meters)          (02/10/07) ADJUSTED
 DE9397  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9397
 DE9397  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9397  Type    PID    Designation                      North   East  Ellip
 DE9397  -------------------------------------------------------------------
 DE9397  NETWORK DE9397 17E 200                           2.21   1.78   2.94
 DE9397  -------------------------------------------------------------------
 DE9397
 DE9397.The horizontal coordinates were established by GPS observations
 DE9397.and adjusted by the National Geodetic Survey in February 2007.
 DE9397
 DE9397.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9397.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9397.The horizontal coordinates are valid at the epoch date displayed above.
 DE9397.The epoch date for horizontal control is a decimal equivalence
 DE9397.of Year/Month/Day.
 DE9397
 DE9397.The orthometric height was determined by GPS observations and a
 DE9397.high-resolution geoid model.
 DE9397.The orthometric height was determined by GPS observations and a
 DE9397.high-resolution geoid model using precise GPS observation and
 DE9397.processing techniques.
 DE9397
 DE9397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9397
 DE9397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9397
 DE9397.The ellipsoidal height was determined by GPS observations
 DE9397.and is referenced to NAD 83.
 DE9397
 DE9397.The geoid height was determined by GEOID03.
 DE9397
 DE9397;                    North         East     Units Scale Factor Converg.
 DE9397;SPC NC       -   255,924.383   541,503.287   MT  0.99997066   -0 26 10.5
 DE9397;SPC NC       -   839,645.25  1,776,582.03   sFT  0.99997066   -0 26 10.5
 DE9397;UTM  17      - 3,990,726.830   612,060.163   MT  0.99975473   +0 43 56.4
 DE9397
 DE9397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9397!SPC NC       -   0.99996948  x   0.99997066  =   0.99994014
 DE9397!UTM  17      -   0.99996948  x   0.99975473  =   0.99972422
 DE9397
 DE9397|---------------------------------------------------------------------|
 DE9397| PID    Reference Object                     Distance      Geod. Az  |
 DE9397|                                                           dddmmss.s |
 DE9397| DE9398 17E 201                             328.875 METERS 07402     |
 DE9397| DE9273 17W 200                             463.866 METERS 2224319.5 |
 DE9397|---------------------------------------------------------------------|
 DE9397
 DE9397                          SUPERSEDED SURVEY CONTROL
 DE9397
 DE9397  NAD 83(2001)-  36 03 16.76320(N)    079 45 20.95682(W) AD(       ) 1
 DE9397  ELLIP H (03/13/03)  194.468  (m)                       GP(       ) 4 2
 DE9397  NAD 83(1986)-  36 03 16.76920(N)    079 45 20.96345(W) AD(       ) 1
 DE9397
 DE9397.Superseded values are not recommended for survey control.
 DE9397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9397.See file dsdata.txt to determine how the superseded data were derived.
 DE9397
 DE9397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1206090727(NAD 83)
 DE9397_MARKER: DD = SURVEY DISK
 DE9397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9397_STAMPING: 17E200 1999
 DE9397_MARK LOGO: NC1940
 DE9397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9397+STABILITY: SURFACE MOTION
 DE9397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9397+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9397
 DE9397  HISTORY     - Date     Condition        Report By
 DE9397  HISTORY     - 1999     MONUMENTED       NC1940
 DE9397  HISTORY     - 20050306 GOOD             USPSQD
 DE9397  HISTORY     - 20060803 GOOD             USPSQD
 DE9397
 DE9397                          STATION DESCRIPTION
 DE9397
 DE9397'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9397'STATION IS ABOUT 2.3 MI (3.7 KM) EAST-SOUTHEAST OF THE DOWNTOWN
 DE9397'GREENSBORO GOVERNMENT PLAZA, IN THE DUDLEY HEIGHTS COMMUNITY.
 DE9397'TO REACH STATION FROM THE NC 6 (EAST LEE STREET) UNDERPASS OF I-85 AND
 DE9397'I-40 PROCEED ALONG NC 6 FOR 0.9 MI (1.4 KM) NORTHWEST, THENCE WEST
 DE9397'ALONG EAST FLORDIA STREET FOR 0.5 MI (0.8 KM) TO SOUTH ENGLISH STREET
 DE9397'AND STATION IN THE NORTH QUADRANT OF INTERSECTION.
 DE9397'MARK IS ABOUT LEVEL WITH STREET AND FLUSH WITH THE GROUND. LOCATED
 DE9397'41.0 FT (12.5 M) NORTHWEST OF THE CENTERLINE OF FLORDIA STREET,
 DE9397'NORTHEAST OF THE CENTERLINE OF ENGLISH STREET, 2.5 FT (0.8 M)
 DE9397'NORTHEAST OF EDGE OF SIDEWALK, 58.0 FT (17.7 M) EAST OF FIRE HYDRANT
 DE9397'WITH WATER VALVE, 7.6 FT (2.3 M) NORTHWEST OF STREET SIGN, AND 12.7 FT
 DE9397'(3.9 M) NORTHWEST OF SEWER MANHOLE.
 DE9397
 DE9397                          STATION RECOVERY (2005)
 DE9397
 DE9397'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9397'RECOVERED IN GOOD CONDITION.
 DE9397
 DE9397                          STATION RECOVERY (2006)
 DE9397
 DE9397'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9398 ***********************************************************************
 DE9398  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9398  DESIGNATION -  17E 201
 DE9398  PID         -  DE9398
 DE9398  STATE/COUNTY-  NC/GUILFORD
 DE9398  USGS QUAD   -  GREENSBORO (1994)
 DE9398
 DE9398                         *CURRENT SURVEY CONTROL
 DE9398  ___________________________________________________________________
 DE9398* NAD 83(2007)-  36 03 19.69897(N)    079 45 08.32405(W)     ADJUSTED  
 DE9398* NAVD 88     -       235.15   (meters)     771.5    (feet)  GPS OBS   
 DE9398  ___________________________________________________________________
 DE9398  EPOCH DATE  -        2002.00
 DE9398  X           -     918,436.329 (meters)                     COMP
 DE9398  Y           -  -5,080,190.257 (meters)                     COMP
 DE9398  Z           -   3,733,289.891 (meters)                     COMP
 DE9398  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 DE9398  ELLIP HEIGHT-         204.488 (meters)          (02/10/07) ADJUSTED
 DE9398  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE9398
 DE9398  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9398  Type    PID    Designation                      North   East  Ellip
 DE9398  -------------------------------------------------------------------
 DE9398  NETWORK DE9398 17E 201                           2.25   1.49   2.96
 DE9398  -------------------------------------------------------------------
 DE9398
 DE9398.The horizontal coordinates were established by GPS observations
 DE9398.and adjusted by the National Geodetic Survey in February 2007.
 DE9398
 DE9398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9398.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9398.The horizontal coordinates are valid at the epoch date displayed above.
 DE9398.The epoch date for horizontal control is a decimal equivalence
 DE9398.of Year/Month/Day.
 DE9398
 DE9398.The orthometric height was determined by GPS observations and a
 DE9398.high-resolution geoid model.
 DE9398.The orthometric height was determined by GPS observations and a
 DE9398.high-resolution geoid model using precise GPS observation and
 DE9398.processing techniques.
 DE9398
 DE9398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9398
 DE9398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9398
 DE9398.The ellipsoidal height was determined by GPS observations
 DE9398.and is referenced to NAD 83.
 DE9398
 DE9398.The geoid height was determined by GEOID03.
 DE9398
 DE9398;                    North         East     Units Scale Factor Converg.
 DE9398;SPC NC       -   256,012.471   541,820.134   MT  0.99997086   -0 26 03.2
 DE9398;SPC NC       -   839,934.25  1,777,621.56   sFT  0.99997086   -0 26 03.2
 DE9398;UTM  17      - 3,990,821.342   612,375.080   MT  0.99975560   +0 44 03.9
 DE9398
 DE9398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9398!SPC NC       -   0.99996791  x   0.99997086  =   0.99993877
 DE9398!UTM  17      -   0.99996791  x   0.99975560  =   0.99972351
 DE9398
 DE9398|---------------------------------------------------------------------|
 DE9398| PID    Reference Object                     Distance      Geod. Az  |
 DE9398|                                                           dddmmss.s |
 DE9398| DE9397 17E 200                             328.875 METERS 25402     |
 DE9398|---------------------------------------------------------------------|
 DE9398
 DE9398                          SUPERSEDED SURVEY CONTROL
 DE9398
 DE9398  NAD 83(2001)-  36 03 19.69917(N)    079 45 08.32387(W) AD(       ) 1
 DE9398  ELLIP H (03/13/03)  204.481  (m)                       GP(       ) 4 2
 DE9398  NAD 83(1986)-  36 03 19.70531(N)    079 45 08.33049(W) AD(       ) 1
 DE9398
 DE9398.Superseded values are not recommended for survey control.
 DE9398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9398.See file dsdata.txt to determine how the superseded data were derived.
 DE9398
 DE9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1237590821(NAD 83)
 DE9398_MARKER: DD = SURVEY DISK
 DE9398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9398_STAMPING: 17E201 1999
 DE9398_MARK LOGO: NC1940
 DE9398_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9398+STABILITY: SURFACE MOTION
 DE9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9398+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9398
 DE9398  HISTORY     - Date     Condition        Report By
 DE9398  HISTORY     - 1999     MONUMENTED       NC1940
 DE9398  HISTORY     - 20050306 GOOD             USPSQD
 DE9398  HISTORY     - 20060803 GOOD             USPSQD
 DE9398
 DE9398                          STATION DESCRIPTION
 DE9398
 DE9398'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9398'STATION IS ABOUT 2.5 MI (4.0 KM) EAST-SOUTHEAST OF THE DOWNTOWN
 DE9398'GREENSBORO GOVERNMENT PLAZA, IN THE DUDLEY HEIGHTS COMMUNITY.
 DE9398'TO REACH STATION FROM THE NC 6 (EAST LEE STREET) UNDERPASS OF I-85 AND
 DE9398'I-40 PROCEED ALONG NC 6 FOR 0.8 MI (1.3 KM) NORTHWEST, THENCE WEST
 DE9398'ALONG EAST FLORDIA STREET FOR 0.2 MI (0.3 KM)  TO BLUEBERRY LANE, AND
 DE9398'STATION IN THE NORTHWEST QUADRANT OF INTERSECTION.
 DE9398'MARK IS ABOUT LEVEL WITH STREET AND FLUSH WITH THE GROUND. LOCATED
 DE9398'30.2 FT (9.2 M) NORTH OF THE CENTERLINE OF FLORDIA STREET, 23.7 FT
 DE9398'(7.2 M) WEST OF THE CENTERLINE OF BLUEBERRY LANE, AND 24.8 FT (7.6 M)
 DE9398'SOUTHWEST OF POWER POLE AND 2.0 FT (0.6 M) SOUTHEAST OF MANHOLE.
 DE9398
 DE9398                          STATION RECOVERY (2005)
 DE9398
 DE9398'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9398'RECOVERED IN GOOD CONDITION.
 DE9398
 DE9398                          STATION RECOVERY (2006)
 DE9398
 DE9398'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9273 ***********************************************************************
 DE9273  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9273  DESIGNATION -  17W 200
 DE9273  PID         -  DE9273
 DE9273  STATE/COUNTY-  NC/GUILFORD
 DE9273  USGS QUAD   -  GREENSBORO (1994)
 DE9273
 DE9273                         *CURRENT SURVEY CONTROL
 DE9273  ___________________________________________________________________
 DE9273* NAD 83(2007)-  36 03 05.70667(N)    079 45 33.53070(W)     ADJUSTED  
 DE9273* NAVD 88     -       226.75   (meters)     743.9    (feet)  GPS OBS   
 DE9273  ___________________________________________________________________
 DE9273  EPOCH DATE  -        2002.00
 DE9273  X           -     917,859.414 (meters)                     COMP
 DE9273  Y           -  -5,080,545.552 (meters)                     COMP
 DE9273  Z           -   3,732,936.259 (meters)                     COMP
 DE9273  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DE9273  ELLIP HEIGHT-         196.078 (meters)          (02/10/07) ADJUSTED
 DE9273  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9273
 DE9273  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9273  Type    PID    Designation                      North   East  Ellip
 DE9273  -------------------------------------------------------------------
 DE9273  NETWORK DE9273 17W 200                           1.04   0.84   1.67
 DE9273  -------------------------------------------------------------------
 DE9273
 DE9273.The horizontal coordinates were established by GPS observations
 DE9273.and adjusted by the National Geodetic Survey in February 2007.
 DE9273
 DE9273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9273.The horizontal coordinates are valid at the epoch date displayed above.
 DE9273.The epoch date for horizontal control is a decimal equivalence
 DE9273.of Year/Month/Day.
 DE9273
 DE9273.The orthometric height was determined by GPS observations and a
 DE9273.high-resolution geoid model.
 DE9273.The orthometric height was determined by GPS observations and a
 DE9273.high-resolution geoid model using precise GPS observation and
 DE9273.processing techniques.
 DE9273
 DE9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9273
 DE9273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9273
 DE9273.The ellipsoidal height was determined by GPS observations
 DE9273.and is referenced to NAD 83.
 DE9273
 DE9273.The geoid height was determined by GEOID03.
 DE9273
 DE9273;                    North         East     Units Scale Factor Converg.
 DE9273;SPC NC       -   255,586.026   541,186.002   MT  0.99996991   -0 26 17.7
 DE9273;SPC NC       -   838,535.15  1,775,541.07   sFT  0.99996991   -0 26 17.7
 DE9273;UTM  17      - 3,990,382.148   611,749.911   MT  0.99975387   +0 43 48.8
 DE9273
 DE9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9273!SPC NC       -   0.99996923  x   0.99996991  =   0.99993914
 DE9273!UTM  17      -   0.99996923  x   0.99975387  =   0.99972310
 DE9273
 DE9273:                Primary Azimuth Mark                     Grid Az
 DE9273:SPC NC       -  17E 200                                  043 09 29.8
 DE9273:UTM  17      -  17E 200                                  041 59 23.3
 DE9273
 DE9273|---------------------------------------------------------------------|
 DE9273| PID    Reference Object                     Distance      Geod. Az  |
 DE9273|                                                           dddmmss.s |
 DE9273| DE9397 17E 200                             463.866 METERS 0424312.1 |
 DE9273| DE9274 17W 201                             363.036 METERS 16238     |
 DE9273|---------------------------------------------------------------------|
 DE9273
 DE9273                          SUPERSEDED SURVEY CONTROL
 DE9273
 DE9273  NAD 83(2001)-  36 03 05.70694(N)    079 45 33.53050(W) AD(       ) 1
 DE9273  ELLIP H (03/13/03)  196.075  (m)                       GP(       ) 4 2
 DE9273  NAD 83(1986)-  36 03 05.71268(N)    079 45 33.53706(W) AD(       ) 1
 DE9273
 DE9273.Superseded values are not recommended for survey control.
 DE9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9273.See file dsdata.txt to determine how the superseded data were derived.
 DE9273
 DE9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1175090382(NAD 83)
 DE9273_MARKER: DD = SURVEY DISK
 DE9273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9273_STAMPING: 17W.200 7/97
 DE9273_MARK LOGO: NC1940
 DE9273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9273+STABILITY: SURFACE MOTION
 DE9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9273+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9273
 DE9273  HISTORY     - Date     Condition        Report By
 DE9273  HISTORY     - 1997     MONUMENTED       NC1940
 DE9273  HISTORY     - 20050306 GOOD             USPSQD
 DE9273  HISTORY     - 20060803 GOOD             USPSQD
 DE9273
 DE9273                          STATION DESCRIPTION
 DE9273
 DE9273'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9273'STATION IS LOCATED IN THE EAST SECTION OF GREENSBORO, ABOUT 2.5 MI
 DE9273'(4.0 KM) SOUTHEAST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE PEELER
 DE9273'OPEN ELEMENTARY SCHOOL.
 DE9273'PROCEED WEST ALONG EAST FLORIDA STREET FOR 0.7 MI (1.1 KM) FROM NC 6
 DE9273'(EAST LEE STREET), THENCE LEFT/SOUTH FOR 0.15 MI (0.24 KM) ALONG
 DE9273'QUINCY STREET, TO RIGHT TURN (INTERSECTION WITH RANDALL STREET) AND
 DE9273'STATION ABOUT 75-FEET EAST-NORTHEAST OF INTERSECTION, AT PEELER
 DE9273'ELEMENTARY.
 DE9273'MARK IS ABOUT 2.5-FEET HIGHER THAN THE CENTER OF QUINCY STREET, AND
 DE9273'FLUSH WITH THE GROUND. LOCATED 29.1 FT (8.9 M) EAST-SOUTHEAST OF THE
 DE9273'CENTERLINE OF QUINCY STREET, 68.4 FT (20.8 M) NORTHEAST OF CENTERLINE
 DE9273'OF CONCRETE DRIVE LEADING TO SCHOOL PARKING, 34.9 FT (10.6 M) NORTH OF
 DE9273'UTILITY POLE, 51.6 FT (15.7 M) SOUTH-SOUTHWEST OF COMMUNITY WATCH
 DE9273'SIGN, AND 83.3 FT (25.4 M) SOUTHWEST OF A 15-INCH OAK.
 DE9273
 DE9273                          STATION RECOVERY (2005)
 DE9273
 DE9273'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9273'RECOVERED IN GOOD CONDITION.
 DE9273
 DE9273                          STATION RECOVERY (2006)
 DE9273
 DE9273'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9274 ***********************************************************************
 DE9274  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9274  DESIGNATION -  17W 201
 DE9274  PID         -  DE9274
 DE9274  STATE/COUNTY-  NC/GUILFORD
 DE9274  USGS QUAD   -  GREENSBORO (1994)
 DE9274
 DE9274                         *CURRENT SURVEY CONTROL
 DE9274  ___________________________________________________________________
 DE9274* NAD 83(2007)-  36 02 54.46471(N)    079 45 29.20326(W)     ADJUSTED  
 DE9274* NAVD 88     -       219.15   (meters)     719.0    (feet)  GPS OBS   
 DE9274  ___________________________________________________________________
 DE9274  EPOCH DATE  -        2002.00
 DE9274  X           -     918,001.171 (meters)                     COMP
 DE9274  Y           -  -5,080,720.930 (meters)                     COMP
 DE9274  Z           -   3,732,651.639 (meters)                     COMP
 DE9274  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 DE9274  ELLIP HEIGHT-         188.493 (meters)          (02/10/07) ADJUSTED
 DE9274  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE9274
 DE9274  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9274  Type    PID    Designation                      North   East  Ellip
 DE9274  -------------------------------------------------------------------
 DE9274  NETWORK DE9274 17W 201                           1.18   0.96   1.90
 DE9274  -------------------------------------------------------------------
 DE9274
 DE9274.The horizontal coordinates were established by GPS observations
 DE9274.and adjusted by the National Geodetic Survey in February 2007.
 DE9274
 DE9274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9274.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9274.The horizontal coordinates are valid at the epoch date displayed above.
 DE9274.The epoch date for horizontal control is a decimal equivalence
 DE9274.of Year/Month/Day.
 DE9274
 DE9274.The orthometric height was determined by GPS observations and a
 DE9274.high-resolution geoid model.
 DE9274.The orthometric height was determined by GPS observations and a
 DE9274.high-resolution geoid model using precise GPS observation and
 DE9274.processing techniques.
 DE9274
 DE9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9274
 DE9274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9274
 DE9274.The ellipsoidal height was determined by GPS observations
 DE9274.and is referenced to NAD 83.
 DE9274
 DE9274.The geoid height was determined by GEOID03.
 DE9274
 DE9274;                    North         East     Units Scale Factor Converg.
 DE9274;SPC NC       -   255,238.717   541,291.662   MT  0.99996915   -0 26 15.2
 DE9274;SPC NC       -   837,395.69  1,775,887.73   sFT  0.99996915   -0 26 15.2
 DE9274;UTM  17      - 3,990,037.140   611,862.607   MT  0.99975418   +0 43 51.2
 DE9274
 DE9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9274!SPC NC       -   0.99997042  x   0.99996915  =   0.99993957
 DE9274!UTM  17      -   0.99997042  x   0.99975418  =   0.99972460
 DE9274
 DE9274|---------------------------------------------------------------------|
 DE9274| PID    Reference Object                     Distance      Geod. Az  |
 DE9274|                                                           dddmmss.s |
 DE9274| DE9273 17W 200                             363.036 METERS 34239     |
 DE9274|---------------------------------------------------------------------|
 DE9274
 DE9274                          SUPERSEDED SURVEY CONTROL
 DE9274
 DE9274  NAD 83(2001)-  36 02 54.46497(N)    079 45 29.20305(W) AD(       ) 1
 DE9274  ELLIP H (03/13/03)  188.491  (m)                       GP(       ) 4 2
 DE9274  NAD 83(1986)-  36 02 54.47071(N)    079 45 29.20977(W) AD(       ) 1
 DE9274
 DE9274.Superseded values are not recommended for survey control.
 DE9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9274.See file dsdata.txt to determine how the superseded data were derived.
 DE9274
 DE9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1186390037(NAD 83)
 DE9274_MARKER: DD = SURVEY DISK
 DE9274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9274_STAMPING: 17W.201 7/97
 DE9274_MARK LOGO: NC1940
 DE9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9274+STABILITY: SURFACE MOTION
 DE9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9274+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9274
 DE9274  HISTORY     - Date     Condition        Report By
 DE9274  HISTORY     - 1997     MONUMENTED       NC1940
 DE9274
 DE9274                          STATION DESCRIPTION
 DE9274
 DE9274'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9274'STATION IS LOCATED IN THE SOUTHEAST SECTION OF GREENSBORO, ABOUT 2.5
 DE9274'MI (4.0 KM) SOUTHEAST OF THE DOWNTOWN GOVERNMENT COMPLEX, ALONG
 DE9274'EASTWOOD DRIVE IN THE BARBER PARK.
 DE9274'PROCEED ALONG OHENRY BOULEVARD FOR 0.2 MI (0.3 KM) NORTH FROM I-40 AND
 DE9274'I-85 OVERPASS, THENCE RIGHT/EAST FOR 0.5 MI (0.8 KM) ALONG BOTHWELL
 DE9274'STREET, THENCE RIGHT/SOUTH FOR 0.1 MI (0.2 KM) ALONG EASTWOOD DRIVE TO
 DE9274'STATION IN PARK ON RIGHT/WEST SIDE OF EASTWOOD DRIVE.
 DE9274'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF EASTWOOD DRIVE AND FLUSH
 DE9274'WITH THE GROUND. LOCATED 39.6 FT (12.1 M) SOUTHWEST OF THE CENTERLINE
 DE9274'OF EASTWOOD DRIVE, 38.8 FT (11.8 M) WEST OF SEWER MANHOLE, AND 61.0 FT
 DE9274'(18.6 M) NORTH OF A POWER POLE WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2872 ***********************************************************************
 FZ2872  DESIGNATION -  18 ATA
 FZ2872  PID         -  FZ2872
 FZ2872  STATE/COUNTY-  NC/ASHE
 FZ2872  USGS QUAD   -  JEFFERSON (1998)
 FZ2872
 FZ2872                         *CURRENT SURVEY CONTROL
 FZ2872  ___________________________________________________________________
 FZ2872* NAD 83(2001)-  36 25 17.24272(N)    081 27 38.74742(W)     ADJUSTED  
 FZ2872* NAVD 88     -       873.52   (+/-2cm)    2865.9    (feet)  VERTCON   
 FZ2872  ___________________________________________________________________
 FZ2872  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FZ2872  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FZ2872  HORZ ORDER  -  SECOND
 FZ2872  VERT ORDER  -  THIRD ? (See Below)
 FZ2872
 FZ2872.The horizontal coordinates were established by classical geodetic methods
 FZ2872.and adjusted by the National Geodetic Survey in August 2005.
 FZ2872
 FZ2872.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2872.The vertical order pertains to the NGVD 29 superseded value.
 FZ2872
 FZ2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2872
 FZ2872.The geoid height was determined by GEOID03.
 FZ2872
 FZ2872;                    North         East     Units Scale Factor Converg.
 FZ2872;SPC NC       -   299,102.741   388,920.994   MT  1.00008108   -1 25 13.0
 FZ2872;SPC NC       -   981,306.24  1,275,984.96   sFT  1.00008108   -1 25 13.0
 FZ2872;UTM  17      - 4,030,794.377   458,694.463   MT  0.99962102   -0 16 24.8
 FZ2872
 FZ2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2872!SPC NC       -   0.99986782  x   1.00008108  =   0.99994889
 FZ2872!UTM  17      -   0.99986782  x   0.99962102  =   0.99948889
 FZ2872
 FZ2872                          SUPERSEDED SURVEY CONTROL
 FZ2872
 FZ2872  NAD 83(1995)-  36 25 17.24323(N)    081 27 38.74723(W) AD(       ) 2
 FZ2872  NAD 83(1993)-  36 25 17.24671(N)    081 27 38.75155(W) AD(       ) 2
 FZ2872  NAD 83(1986)-  36 25 17.25507(N)    081 27 38.75193(W) AD(       ) 2
 FZ2872  NGVD 29 (10/27/97)  873.61   (m)         2866.2    (f) LEVELING    3  
 FZ2872
 FZ2872.Superseded values are not recommended for survey control.
 FZ2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2872.See file dsdata.txt to determine how the superseded data were derived.
 FZ2872
 FZ2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5869430794(NAD 83)
 FZ2872_MARKER: DB = BENCH MARK DISK
 FZ2872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ2872_SP_SET: CONCRETE WINGWALL
 FZ2872_STAMPING: 18 ATA RESET 1970
 FZ2872_MARK LOGO: USGS  
 FZ2872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2872+STABILITY: SURFACE MOTION
 FZ2872
 FZ2872  HISTORY     - Date     Condition        Report By
 FZ2872  HISTORY     - 1950     MONUMENTED       USGS
 FZ2872  HISTORY     - 19850226 GOOD             NCGS
 FZ2872
 FZ2872                          STATION DESCRIPTION
 FZ2872
 FZ2872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FZ2872'STATION IS LOCATED IN JEFFERSON AT THE COUNTY HOSPITAL.
 FZ2872'MARK IS A USGS BENCH MARK DISK STAMPED---18 ATA 1950 RESET 1970---SET
 FZ2872'IN THE SOUTHWEST WINGWALL OF THE NC 16-NC 88 BRIDGE OVER NAKED CREEK.
 FZ2872'MARK IS LOCATED 36.0 FT (11.0 M) SOUTH OF THE WEST END OF A TRAFFIC
 FZ2872'ISLAND AND LEVEL WITH PAVED PARKING LOT OF HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3854 ***********************************************************************
 EY3854  DESIGNATION -  18 CMP
 EY3854  PID         -  EY3854
 EY3854  STATE/COUNTY-  NC/BEAUFORT
 EY3854  USGS QUAD   -  AURORA (1993)
 EY3854
 EY3854                         *CURRENT SURVEY CONTROL
 EY3854  ___________________________________________________________________
 EY3854* NAD 83(2001)-  35 15 45.80871(N)    076 46 43.84894(W)     ADJUSTED  
 EY3854* NAVD 88     -         2.13   (+/-2cm)       7.0    (feet)  VERTCON   
 EY3854  ___________________________________________________________________
 EY3854  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 EY3854  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EY3854  HORZ ORDER  -  THIRD
 EY3854  VERT ORDER  -  THIRD ? (See Below)
 EY3854
 EY3854.The horizontal coordinates were established by classical geodetic methods
 EY3854.and adjusted by the National Geodetic Survey in August 2005.
 EY3854
 EY3854.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3854.The vertical order pertains to the NGVD 29 superseded value.
 EY3854
 EY3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3854
 EY3854.The geoid height was determined by GEOID03.
 EY3854
 EY3854;                    North         East     Units Scale Factor Converg.
 EY3854;SPC NC       -   170,067.228   811,673.381   MT  0.99987261   +1 16 55.1
 EY3854;SPC NC       -   557,962.23  2,662,965.08   sFT  0.99987261   +1 16 55.1
 EY3854;UTM  18      - 3,903,629.293   338,189.071   MT  0.99992268   -1 01 37.9
 EY3854
 EY3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3854!SPC NC       -   1.00000552  x   0.99987261  =   0.99987813
 EY3854!UTM  18      -   1.00000552  x   0.99992268  =   0.99992820
 EY3854
 EY3854                          SUPERSEDED SURVEY CONTROL
 EY3854
 EY3854  NAD 83(1986)-  35 15 45.82587(N)    076 46 43.85612(W) AD(       ) 4
 EY3854  NAD 27      -  35 15 45.19738(N)    076 46 45.11486(W) AD(       ) 3
 EY3854  NGVD 29 (07/19/86)    2.46   (m)            8.1    (f) LEVELING    3  
 EY3854
 EY3854.Superseded values are not recommended for survey control.
 EY3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3854.See file dsdata.txt to determine how the superseded data were derived.
 EY3854
 EY3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3818903629(NAD 83)
 EY3854_MARKER: DD = SURVEY DISK
 EY3854_SETTING: 0 = UNSPECIFIED SETTING
 EY3854_STAMPING: 18 CMP 1964 8 ET
 EY3854_MARK LOGO: USGS  
 EY3854_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3854
 EY3854  HISTORY     - Date     Condition        Report By
 EY3854  HISTORY     - 1964     MONUMENTED       USGS
 EY3854
 EY3854                          STATION DESCRIPTION
 EY3854
 EY3854'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3854'BAYBORO, 8.4 MI N. OF, ALONG COUNTY ROAD 1002, 1 FT S. OF STOP SIGN,
 EY3854'20 FT S. AND 63 FT W. OF, AND 0.4 FT LOWER THAN CENTERLINE OF RD. AT
 EY3854'JUNCTION OF T-RD. W., IN CONCRETE POST, STANDARD USGS TABLET
 EY3854'STAMPED---18 CMP 1964 8 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1751 ***********************************************************************
 FC1751  DESIGNATION -  18 EG 11
 FC1751  PID         -  FC1751
 FC1751  STATE/COUNTY-  NC/CHEROKEE
 FC1751  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC1751
 FC1751                         *CURRENT SURVEY CONTROL
 FC1751  ___________________________________________________________________
 FC1751* NAD 83(2001)-  35 01 57.87249(N)    084 12 30.55366(W)     ADJUSTED  
 FC1751* NAVD 88     -       550.8    (meters)    1807.     (feet)  VERTCON   
 FC1751  ___________________________________________________________________
 FC1751  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FC1751  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1751  HORZ ORDER  -  SECOND
 FC1751
 FC1751.The horizontal coordinates were established by classical geodetic methods
 FC1751.and adjusted by the National Geodetic Survey in August 2005.
 FC1751
 FC1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1751
 FC1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1751
 FC1751.The geoid height was determined by GEOID03.
 FC1751
 FC1751;                    North         East     Units Scale Factor Converg.
 FC1751;SPC NC       -   154,758.861   134,592.553   MT  0.99987986   -3 00 22.3
 FC1751;SPC NC       -   507,738.03    441,575.73   sFT  0.99987986   -3 00 22.3
 FC1751;UTM  16      - 3,880,236.963   754,663.288   MT  1.00039936   +1 36 11.9
 FC1751
 FC1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1751!SPC NC       -   0.99991808  x   0.99987986  =   0.99979795
 FC1751!UTM  16      -   0.99991808  x   1.00039936  =   1.00031741
 FC1751
 FC1751:                Primary Azimuth Mark                     Grid Az
 FC1751:SPC NC       -  18 EG 12                                 224 42 42.7
 FC1751:UTM  16      -  18 EG 12                                 220 06 08.5
 FC1751
 FC1751|---------------------------------------------------------------------|
 FC1751| PID    Reference Object                     Distance      Geod. Az  |
 FC1751|                                                           dddmmss.s |
 FC1751| FC1756 18 EG 12                            APPROX. 1.3 KM 2214220.4 |
 FC1751|---------------------------------------------------------------------|
 FC1751
 FC1751                          SUPERSEDED SURVEY CONTROL
 FC1751
 FC1751  NAD 83(1995)-  35 01 57.87384(N)    084 12 30.55301(W) AD(       ) 2
 FC1751  NAD 83(1992)-  35 01 57.87777(N)    084 12 30.55970(W) AD(       ) 2
 FC1751  NAD 83(1986)-  35 01 57.87623(N)    084 12 30.55994(W) AD(       ) 2
 FC1751  NAD 27      -  35 01 57.58201(N)    084 12 30.85762(W) AD(       ) 2
 FC1751  NGVD 29 (07/19/86)  550.8    (m)         1807.     (f) VERT ANG    3  
 FC1751
 FC1751.Superseded values are not recommended for survey control.
 FC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1751.See file dsdata.txt to determine how the superseded data were derived.
 FC1751
 FC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5466380237(NAD 83)
 FC1751_MARKER: DE = TRAVERSE STATION DISK
 FC1751_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1751_STAMPING: 18 EG 11 1968
 FC1751_MARK LOGO: NCDOT 
 FC1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1751
 FC1751  HISTORY     - Date     Condition        Report By
 FC1751  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1751
 FC1751                          STATION DESCRIPTION
 FC1751
 FC1751'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1751'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF CULBERSON
 FC1751'AND 10.7 MILES WEST-SOUTHWEST OF MURPHY.
 FC1751'
 FC1751'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294
 FC1751'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 4.8 MILES TO
 FC1751'INTERSECTION WITH SR 1130, THENCE NORTHWARD ALONG SR 1130 (SUNNY POINT
 FC1751'ROAD) FOR 0.3 MILE TO DRIVE ON LEFT, THENCE WESTWARD ALONG DRIVE FOR
 FC1751'0.05 MILE TO STATION APPROXIMATELY 250 FEET SOUTH OF RESIDENCE, AND
 FC1751'APPROXIMATELY 50 FEET NORTH OF SR 1130.
 FC1751'
 FC1751'STATION MARK IS A STANDARD DISK STAMPED---18 EG 11 1968---, SET IN THE
 FC1751'TOP OF A CONCRETE PRECAST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FC1751'MARK IS 4.1 FEET SOUTH OF A WITNESS POST, 17.3 FEET NORTH OF A BARBED
 FC1751'WIRE FENCE LINE, 32.1 FEET SOUTH-SOUTHWEST OF A 16 INCH OAK, 40.2 FEET
 FC1751'EAST OF A 12 INCH OAK AND 48.0 FEET SOUTH OF A WOODEN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1756 ***********************************************************************
 FC1756  DESIGNATION -  18 EG 12
 FC1756  PID         -  FC1756
 FC1756  STATE/COUNTY-  NC/CHEROKEE
 FC1756  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC1756
 FC1756                         *CURRENT SURVEY CONTROL
 FC1756  ___________________________________________________________________
 FC1756* NAD 83(2001)-  35 01 25.23465(N)    084 13 05.90928(W)     ADJUSTED  
 FC1756* NAVD 88     -       538.91   (+/-2cm)    1768.1    (feet)  VERTCON   
 FC1756  ___________________________________________________________________
 FC1756  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FC1756  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1756  HORZ ORDER  -  SECOND
 FC1756  VERT ORDER  -  THIRD ? (See Below)
 FC1756
 FC1756.The horizontal coordinates were established by classical geodetic methods
 FC1756.and adjusted by the National Geodetic Survey in August 2005.
 FC1756
 FC1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1756.The vertical order pertains to the NGVD 29 superseded value.
 FC1756
 FC1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1756
 FC1756.The geoid height was determined by GEOID03.
 FC1756
 FC1756;                    North         East     Units Scale Factor Converg.
 FC1756;SPC NC       -   153,801.609   133,644.871   MT  0.99988047   -3 00 42.7
 FC1756;SPC NC       -   504,597.45    438,466.55   sFT  0.99988047   -3 00 42.7
 FC1756;UTM  16      - 3,879,206.118   753,795.149   MT  1.00039392   +1 35 50.3
 FC1756
 FC1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1756!SPC NC       -   0.99991994  x   0.99988047  =   0.99980042
 FC1756!UTM  16      -   0.99991994  x   1.00039392  =   1.00031383
 FC1756
 FC1756:                Primary Azimuth Mark                     Grid Az
 FC1756:SPC NC       -  HOTHOUSE                                 278 41 14.5
 FC1756:UTM  16      -  HOTHOUSE                                 274 04 41.5
 FC1756
 FC1756|---------------------------------------------------------------------|
 FC1756| PID    Reference Object                     Distance      Geod. Az  |
 FC1756|                                                           dddmmss.s |
 FC1756| FC1757 HOTHOUSE                            APPROX. 0.7 KM 2754031.8 |
 FC1756|---------------------------------------------------------------------|
 FC1756
 FC1756                          SUPERSEDED SURVEY CONTROL
 FC1756
 FC1756  NAD 83(1995)-  35 01 25.23588(N)    084 13 05.90859(W) AD(       ) 2
 FC1756  NAD 83(1992)-  35 01 25.23981(N)    084 13 05.91526(W) AD(       ) 2
 FC1756  NAD 83(1986)-  35 01 25.23825(N)    084 13 05.91533(W) AD(       ) 2
 FC1756  NAD 27      -  35 01 24.94438(N)    084 13 06.21271(W) AD(       ) 2
 FC1756  NGVD 29 (07/19/86)  538.91   (m)         1768.1    (f) LEVELING    3  
 FC1756
 FC1756.Superseded values are not recommended for survey control.
 FC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1756.See file dsdata.txt to determine how the superseded data were derived.
 FC1756
 FC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5379579206(NAD 83)
 FC1756_MARKER: DE = TRAVERSE STATION DISK
 FC1756_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1756_STAMPING: 18 EG 12 1968
 FC1756_MARK LOGO: NCDOT 
 FC1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1756
 FC1756  HISTORY     - Date     Condition        Report By
 FC1756  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1756  HISTORY     - 19950118 SEE DESCRIPTION  NCGS
 FC1756
 FC1756                          STATION DESCRIPTION
 FC1756
 FC1756'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1756'THE STATION IS LOCATED APPROXIMATELY 11.4 MILES WEST-SOUTHWEST OF
 FC1756'MURPHY.
 FC1756'
 FC1756'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294
 FC1756'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 5.70 MILES TO
 FC1756'INTERSECTION WITH SR 1113, THENCE EASTWARD ALONG SR 1113 FOR 0.3 MILE
 FC1756'TO STATION ON LEFT IN SHOULDER.
 FC1756'
 FC1756'STATION MARK IS A STANDARD DISK STAMPED---18 EG 12 1968---, SET IN THE
 FC1756'TOP OF A CONCRETE PRECAST, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FC1756'THE MARK IS 12.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF SR 1113,
 FC1756'27.8 FEET NORTH OF AN 18 INCH POPLAR, 86.1 FEET WEST-SOUTHWEST OF AN
 FC1756'18 INCH WALNUT, 51.2 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD BARN,
 FC1756'80.5 FEET EAST OF A POWER POLE WITH REFERENCE TAG AND 6.7 FEET
 FC1756'SOUTH-SOUTHEAST OF WITNESS POST.
 FC1756
 FC1756                          STATION RECOVERY (1995)
 FC1756
 FC1756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FC1756'THE STATION IS DESTROYED. THE TOP SECTION OF MARK BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1760 ***********************************************************************
 FC1760  DESIGNATION -  18 EG 13
 FC1760  PID         -  FC1760
 FC1760  STATE/COUNTY-  NC/CHEROKEE
 FC1760  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC1760
 FC1760                         *CURRENT SURVEY CONTROL
 FC1760  ___________________________________________________________________
 FC1760* NAD 83(2001)-  35 01 08.01393(N)    084 14 29.29680(W)     ADJUSTED  
 FC1760* NAVD 88     -       589.3    (meters)    1933.     (feet)  VERTCON   
 FC1760  ___________________________________________________________________
 FC1760  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FC1760  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1760  HORZ ORDER  -  SECOND
 FC1760
 FC1760.The horizontal coordinates were established by classical geodetic methods
 FC1760.and adjusted by the National Geodetic Survey in August 2005.
 FC1760
 FC1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1760
 FC1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1760
 FC1760.The geoid height was determined by GEOID03.
 FC1760
 FC1760;                    North         East     Units Scale Factor Converg.
 FC1760;SPC NC       -   153,383.026   131,506.135   MT  0.99988081   -3 01 30.8
 FC1760;SPC NC       -   503,224.14    431,449.71   sFT  0.99988081   -3 01 30.8
 FC1760;UTM  16      - 3,878,616.727   751,695.902   MT  1.00038084   +1 35 01.7
 FC1760
 FC1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1760!SPC NC       -   0.99991203  x   0.99988081  =   0.99979285
 FC1760!UTM  16      -   0.99991203  x   1.00038084  =   1.00029284
 FC1760
 FC1760:                Primary Azimuth Mark                     Grid Az
 FC1760:SPC NC       -  18 EG 14                                 293 32 22.9
 FC1760:UTM  16      -  18 EG 14                                 288 55 50.4
 FC1760
 FC1760|---------------------------------------------------------------------|
 FC1760| PID    Reference Object                     Distance      Geod. Az  |
 FC1760|                                                           dddmmss.s |
 FC1760| FC1762 18 EG 14                            APPROX. 0.8 KM 2903052.1 |
 FC1760|---------------------------------------------------------------------|
 FC1760
 FC1760                          SUPERSEDED SURVEY CONTROL
 FC1760
 FC1760  NAD 83(1995)-  35 01 08.01499(N)    084 14 29.29630(W) AD(       ) 2
 FC1760  NAD 83(1992)-  35 01 08.01893(N)    084 14 29.30298(W) AD(       ) 2
 FC1760  NAD 83(1986)-  35 01 08.01701(N)    084 14 29.30288(W) AD(       ) 2
 FC1760  NAD 27      -  35 01 07.72473(N)    084 14 29.59667(W) AD(       ) 2
 FC1760  NGVD 29 (07/19/86)  589.3    (m)         1933.     (f) VERT ANG    3  
 FC1760
 FC1760.Superseded values are not recommended for survey control.
 FC1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1760.See file dsdata.txt to determine how the superseded data were derived.
 FC1760
 FC1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5169678617(NAD 83)
 FC1760_MARKER: DE = TRAVERSE STATION DISK
 FC1760_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FC1760+WITH SETTING: PAVEMENT
 FC1760_STAMPING: 18 EG 13 1968
 FC1760_MARK LOGO: NCDOT 
 FC1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1760+STABILITY: SURFACE MOTION
 FC1760
 FC1760  HISTORY     - Date     Condition        Report By
 FC1760  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1760
 FC1760                          STATION DESCRIPTION
 FC1760
 FC1760'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1760'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE EAST OF NEALY GAP AND
 FC1760'12.7 MILES WEST-SOUTHWEST OF MURPHY.
 FC1760'
 FC1760'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294,
 FC1760'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 6.85 MILES TO DRIVE
 FC1760'ON LEFT (O.1 MILE EAST OF SR 1110 MEDIAN CROSSOVER) AND STATION
 FC1760'APPROXIMATELY 100 FEET SOUTH OF HIGHWAY IN CENTER OF CONCRETE WALK TO
 FC1760'FRAME DWELLING.
 FC1760'
 FC1760'STATION MARK IS A STANDARD DISK STAMPED---18 EG 13 1968---, SET IN
 FC1760'DRILL HOLE.  THE MARK IS 41.6 FEET SOUTH OF AN 18 INCH HEMLOCK, 14.8
 FC1760'FEET NORTH OF NORTHEAST CORNER OF PORCH FOUNDATION, 12.5 FEET
 FC1760'EAST-NORTHEAST OF NORTHWEST CORNER OF PORCH FOUNDATION, 10.4 FEET EAST
 FC1760'OF 24 INCH WHITE PINE AND 67.9 FEET WEST OF POWER POLE WITH
 FC1760'TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1762 ***********************************************************************
 FC1762  DESIGNATION -  18 EG 14
 FC1762  PID         -  FC1762
 FC1762  STATE/COUNTY-  NC/CHEROKEE
 FC1762  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC1762
 FC1762                         *CURRENT SURVEY CONTROL
 FC1762  ___________________________________________________________________
 FC1762* NAD 83(2001)-  35 01 17.28503(N)    084 14 59.41950(W)     ADJUSTED  
 FC1762* NAVD 88     -       635.4    (meters)    2085.     (feet)  VERTCON   
 FC1762  ___________________________________________________________________
 FC1762  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FC1762  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1762  HORZ ORDER  -  SECOND
 FC1762
 FC1762.The horizontal coordinates were established by classical geodetic methods
 FC1762.and adjusted by the National Geodetic Survey in August 2005.
 FC1762
 FC1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1762
 FC1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1762
 FC1762.The geoid height was determined by GEOID03.
 FC1762
 FC1762;                    North         East     Units Scale Factor Converg.
 FC1762;SPC NC       -   153,708.630   130,758.722   MT  0.99988062   -3 01 48.2
 FC1762;SPC NC       -   504,292.40    428,997.57   sFT  0.99988062   -3 01 48.2
 FC1762;UTM  16      - 3,878,881.350   750,924.358   MT  1.00037606   +1 34 44.7
 FC1762
 FC1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1762!SPC NC       -   0.99990480  x   0.99988062  =   0.99978543
 FC1762!UTM  16      -   0.99990480  x   1.00037606  =   1.00028082
 FC1762
 FC1762:                Primary Azimuth Mark                     Grid Az
 FC1762:SPC NC       -  JOHNSONVILLE                             232 25 41.6
 FC1762:UTM  16      -  JOHNSONVILLE                             227 49 08.7
 FC1762
 FC1762|---------------------------------------------------------------------|
 FC1762| PID    Reference Object                     Distance      Geod. Az  |
 FC1762|                                                           dddmmss.s |
 FC1762| FC1768 JOHNSONVILLE                        APPROX. 1.7 KM 2292353.4 |
 FC1762|---------------------------------------------------------------------|
 FC1762
 FC1762                          SUPERSEDED SURVEY CONTROL
 FC1762
 FC1762  NAD 83(1995)-  35 01 17.28606(N)    084 14 59.41907(W) AD(       ) 2
 FC1762  NAD 83(1992)-  35 01 17.29001(N)    084 14 59.42576(W) AD(       ) 2
 FC1762  NAD 83(1986)-  35 01 17.28805(N)    084 14 59.42573(W) AD(       ) 2
 FC1762  NAD 27      -  35 01 16.99647(N)    084 14 59.71788(W) AD(       ) 2
 FC1762  NGVD 29 (07/19/86)  635.4    (m)         2085.     (f) VERT ANG    3  
 FC1762
 FC1762.Superseded values are not recommended for survey control.
 FC1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1762.See file dsdata.txt to determine how the superseded data were derived.
 FC1762
 FC1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5092478881(NAD 83)
 FC1762_MARKER: DE = TRAVERSE STATION DISK
 FC1762_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1762_STAMPING: 18 EG 14 1968
 FC1762_MARK LOGO: NCDOT 
 FC1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1762
 FC1762  HISTORY     - Date     Condition        Report By
 FC1762  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1762
 FC1762                          STATION DESCRIPTION
 FC1762
 FC1762'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1762'THE STATION IS LOCATED AT NEALY GAP AND APPROXIMATELY 13.5 MILES
 FC1762'WEST-SOUTHWEST OF MURPHY.
 FC1762'
 FC1762'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294
 FC1762'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 7.3 MILES TO STATION
 FC1762'ON RIGHT, AT TOP OF 20 FOOT CUT NEAR WOODS ROAD, AND JUST EAST OF
 FC1762'MEDIAN CROSSOVER OF SR 1111.
 FC1762'
 FC1762'STATION MARK IS A STANDARD DISK STAMPED---18 EG 14 1968---, SET IN THE
 FC1762'TOP OF A CONCRETE PRECAST, WHICH IS 6 INCHES ABOVE THE GROUND SURFACE.
 FC1762'THE MARK IS APPROXIMATELY 65 FEET NORTH OF THE CENTERLINE OF WEST
 FC1762'BOUND US 64, 23.8 FEET NORTH OF THE CENTERLINE OF WOODS ROAD, 4.1 FEET
 FC1762'SOUTH OF WITNESS POST, 10.3 FEET SOUTH-SOUTHWEST OF 10 INCH OAK WITH
 FC1762'REFERENCE TAG, 15.3 FEET EAST OF 8 INCH PINE WITH REFERENCE TAG AND
 FC1762'110.3 FEET WEST OF POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1772 ***********************************************************************
 FC1772  DESIGNATION -  18 EG 15
 FC1772  PID         -  FC1772
 FC1772  STATE/COUNTY-  NC/CHEROKEE
 FC1772  USGS QUAD   -  ISABELLA (1978)
 FC1772
 FC1772                         *CURRENT SURVEY CONTROL
 FC1772  ___________________________________________________________________
 FC1772* NAD 83(2001)-  35 01 07.14295(N)    084 16 16.40904(W)     ADJUSTED  
 FC1772* NAVD 88     -       611.5    (meters)    2006.     (feet)  VERTCON   
 FC1772  ___________________________________________________________________
 FC1772  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FC1772  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FC1772  HORZ ORDER  -  SECOND
 FC1772
 FC1772.The horizontal coordinates were established by classical geodetic methods
 FC1772.and adjusted by the National Geodetic Survey in August 2005.
 FC1772
 FC1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1772
 FC1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1772
 FC1772.The geoid height was determined by GEOID03.
 FC1772
 FC1772;                    North         East     Units Scale Factor Converg.
 FC1772;SPC NC       -   153,499.928   128,793.331   MT  0.99988082   -3 02 32.6
 FC1772;SPC NC       -   503,607.68    422,549.45   sFT  0.99988082   -3 02 32.6
 FC1772;UTM  16      - 3,878,515.209   748,981.143   MT  1.00036409   +1 34 00.1
 FC1772
 FC1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1772!SPC NC       -   0.99990855  x   0.99988082  =   0.99978938
 FC1772!UTM  16      -   0.99990855  x   1.00036409  =   1.00027261
 FC1772
 FC1772                          SUPERSEDED SURVEY CONTROL
 FC1772
 FC1772  NAD 83(1995)-  35 01 07.14372(N)    084 16 16.40876(W) AD(       ) 2
 FC1772  NAD 83(1992)-  35 01 07.14772(N)    084 16 16.41546(W) AD(       ) 2
 FC1772  NAD 83(1986)-  35 01 07.14602(N)    084 16 16.41536(W) AD(       ) 2
 FC1772  NAD 27      -  35 01 06.85603(N)    084 16 16.70411(W) AD(       ) 2
 FC1772  NGVD 29 (07/19/86)  611.5    (m)         2006.     (f) VERT ANG    3  
 FC1772
 FC1772.Superseded values are not recommended for survey control.
 FC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1772.See file dsdata.txt to determine how the superseded data were derived.
 FC1772
 FC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4898178515(NAD 83)
 FC1772_MARKER: DE = TRAVERSE STATION DISK
 FC1772_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1772_STAMPING: 18 EG 15 1968
 FC1772_MARK LOGO: NCDOT 
 FC1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1772
 FC1772  HISTORY     - Date     Condition        Report By
 FC1772  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1772
 FC1772                          STATION DESCRIPTION
 FC1772
 FC1772'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1772'THE STATION IS LOCATED ALONG US 64 AT THE TEMPLE BAPTIST CHURCH AND
 FC1772'APPROXIMATELY 14.3 MILES WEST-SOUTHWEST OF MURPHY.
 FC1772'
 FC1772'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294,
 FC1772'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 9.4 MILES TO SR 1136
 FC1772'ON RIGHT, THENCE NORTH ON SR 1136 FOR APPROXIMATELY 50 FEET TO TEMPLE
 FC1772'BAPTIST CHURCH DRIVE ON RIGHT, THENCE EAST ALONG CHURCH DRIVE FOR 0.25
 FC1772'MILE TO STATION IN CEMETERY.
 FC1772'
 FC1772'STATION MARK IS A STANDARD DISK STAMPED---18 EG 15 1968---, SET IN THE
 FC1772'TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FC1772'MARK IS 292 FEET NORTH OF THE NCGS STATION---TEMPLE---, 53 FEET
 FC1772'NORTHEAST OF A GRAVEL DRIVE, 88 FEET WEST OF DUVALL HEADSTONE AND 78.7
 FC1772'FEET EAST-SOUTHEAST OF A OAK WITH A NAIL-IN-CAP ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1774 ***********************************************************************
 FC1774  DESIGNATION -  18 EG 17
 FC1774  PID         -  FC1774
 FC1774  STATE/COUNTY-  NC/CHEROKEE
 FC1774  USGS QUAD   -  ISABELLA (1978)
 FC1774
 FC1774                         *CURRENT SURVEY CONTROL
 FC1774  ___________________________________________________________________
 FC1774* NAD 83(2001)-  35 00 46.79714(N)    084 17 51.53323(W)     ADJUSTED  
 FC1774* NAVD 88     -       580.7    (meters)    1905.     (feet)  VERTCON   
 FC1774  ___________________________________________________________________
 FC1774  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FC1774  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FC1774  HORZ ORDER  -  SECOND
 FC1774
 FC1774.The horizontal coordinates were established by classical geodetic methods
 FC1774.and adjusted by the National Geodetic Survey in August 2005.
 FC1774
 FC1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1774
 FC1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1774
 FC1774.The geoid height was determined by GEOID03.
 FC1774
 FC1774;                    North         East     Units Scale Factor Converg.
 FC1774;SPC NC       -   153,002.200   126,351.998   MT  0.99988123   -3 03 27.5
 FC1774;SPC NC       -   501,974.72    414,539.85   sFT  0.99988123   -3 03 27.5
 FC1774;UTM  16      - 3,877,822.587   746,586.561   MT  1.00034946   +1 33 04.6
 FC1774
 FC1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1774!SPC NC       -   0.99991339  x   0.99988123  =   0.99979463
 FC1774!UTM  16      -   0.99991339  x   1.00034946  =   1.00026282
 FC1774
 FC1774:                Primary Azimuth Mark                     Grid Az
 FC1774:SPC NC       -  VIEW                                     077 12 25.9
 FC1774:UTM  16      -  VIEW                                     072 35 53.8
 FC1774
 FC1774|---------------------------------------------------------------------|
 FC1774| PID    Reference Object                     Distance      Geod. Az  |
 FC1774|                                                           dddmmss.s |
 FC1774| FC1773 VIEW                                APPROX. 1.2 KM 0740858.4 |
 FC1774|---------------------------------------------------------------------|
 FC1774
 FC1774                          SUPERSEDED SURVEY CONTROL
 FC1774
 FC1774  NAD 83(1995)-  35 00 46.79753(N)    084 17 51.53297(W) AD(       ) 2
 FC1774  NAD 83(1992)-  35 00 46.80167(N)    084 17 51.53974(W) AD(       ) 2
 FC1774  NAD 83(1986)-  35 00 46.80045(N)    084 17 51.53976(W) AD(       ) 2
 FC1774  NAD 27      -  35 00 46.51326(N)    084 17 51.82557(W) AD(       ) 2
 FC1774  NGVD 29 (07/19/86)  580.7    (m)         1905.     (f) VERT ANG    3  
 FC1774
 FC1774.Superseded values are not recommended for survey control.
 FC1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1774.See file dsdata.txt to determine how the superseded data were derived.
 FC1774
 FC1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4658777823(NAD 83)
 FC1774_MARKER: DE = TRAVERSE STATION DISK
 FC1774_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1774_STAMPING: 18 EG 17 1968
 FC1774_MARK LOGO: NCDOT 
 FC1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1774
 FC1774  HISTORY     - Date     Condition        Report By
 FC1774  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1774
 FC1774                          STATION DESCRIPTION
 FC1774
 FC1774'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1774'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES EAST OF WOLF CREEK
 FC1774'(VILLAGE) AND 15.9 MILES WEST-SOUTHWEST OF MURPHY.
 FC1774'
 FC1774'TO REACH THE STATION FROM THE NORTH CAROLINA - TENNESSEE STATE LINE ON
 FC1774'US 64, PROCEED EAST ALONG US 64 FOR 1.4 MILES TO THE HOTHOUSE
 FC1774'COMMUNITY CENTER ON RIGHT AND STATION APPROXIMATELY 75 FEET SOUTH OF
 FC1774'EAST BOUND LANE ON HIGHEST POINT BETWEEN HIGHWAY AND BUILDING NEAR A
 FC1774'POWER POLE.
 FC1774'
 FC1774'STATION MARK IS A STANDARD DISK STAMPED---18 EG 17 1968---, SET IN THE
 FC1774'TOP OF A CONCRETE PRECAST, WHICH IS 4 INCHES ABOVE THE GROUND
 FC1774'SURFACE.  THE MARK IS 2.4 FEET SOUTH OF A POWER POLE WITH TRANSFORMER
 FC1774'AND WITH REFERENCE TAG, 65.8 FEET NORTHWEST OF NORTHWEST CORNER OF
 FC1774'COMMUNITY BUILDING, 30.0 FEET EAST-NORTHEAST OF WESTERNMOST GUY WIRE
 FC1774'ANCHOR AND 22.9 FEET NORTHWEST OF EASTERNMOST GUY WIRE ANCHOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1775 ***********************************************************************
 FC1775  DESIGNATION -  18 EG 18
 FC1775  PID         -  FC1775
 FC1775  STATE/COUNTY-  NC/CHEROKEE
 FC1775  USGS QUAD   -  ISABELLA (1978)
 FC1775
 FC1775                         *CURRENT SURVEY CONTROL
 FC1775  ___________________________________________________________________
 FC1775* NAD 83(2001)-  35 00 52.09892(N)    084 18 37.19157(W)     NO CHECK  
 FC1775* NAVD 88     -       570.2    (meters)    1871.     (feet)  VERTCON   
 FC1775  ___________________________________________________________________
 FC1775  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1775  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FC1775  HORZ ORDER  -  THIRD
 FC1775
 FC1775.The horizontal coordinates were established by classical geodetic methods
 FC1775.and adjusted by the National Geodetic Survey in August 2005.
 FC1775.No horizontal observational check was made to the station.
 FC1775
 FC1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1775
 FC1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1775
 FC1775.The geoid height was determined by GEOID03.
 FC1775
 FC1775;                    North         East     Units Scale Factor Converg.
 FC1775;SPC NC       -   153,227.146   125,204.909   MT  0.99988112   -3 03 53.9
 FC1775;SPC NC       -   502,712.73    410,776.44   sFT  0.99988112   -3 03 53.9
 FC1775;UTM  16      - 3,877,954.692   745,424.566   MT  1.00034241   +1 32 38.6
 FC1775
 FC1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1775!SPC NC       -   0.99991504  x   0.99988112  =   0.99979617
 FC1775!UTM  16      -   0.99991504  x   1.00034241  =   1.00025742
 FC1775
 FC1775                          SUPERSEDED SURVEY CONTROL
 FC1775
 FC1775  NAD 83(1995)-  35 00 52.09918(N)    084 18 37.19140(W) AD(       ) 3
 FC1775  NAD 83(1992)-  35 00 52.10339(N)    084 18 37.19817(W) AD(       ) 3
 FC1775  NAD 83(1986)-  35 00 52.10240(N)    084 18 37.19819(W) AD(       ) 3
 FC1775  NAD 27      -  35 00 51.81670(N)    084 18 37.48186(W) AD(       ) 3
 FC1775  NGVD 29 (07/19/86)  570.2    (m)         1871.     (f) VERT ANG    3  
 FC1775
 FC1775.Superseded values are not recommended for survey control.
 FC1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1775.See file dsdata.txt to determine how the superseded data were derived.
 FC1775
 FC1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4542577955(NAD 83)
 FC1775_MARKER: DE = TRAVERSE STATION DISK
 FC1775_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1775_STAMPING: 18 EG 18 1968
 FC1775_MARK LOGO: NCDOT 
 FC1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1775
 FC1775  HISTORY     - Date     Condition        Report By
 FC1775  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1775
 FC1775                          STATION DESCRIPTION
 FC1775
 FC1775'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1775'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE WEST OF WOLF CREEK
 FC1775'VILLAGE AND 16.6 MILES WEST-SOUTHWEST OF MURPHY.
 FC1775'
 FC1775'TO REACH THE STATION FROM THE NORTH CAROLINA - TENNESSEE STATE LINE ON
 FC1775'US 64, PROCEED EAST ALONG US 64 FOR 0.6 MILE TO SR 1103 ON RIGHT AND
 FC1775'STATION ON LEFT.
 FC1775'
 FC1775'STATION MARK IS A STANDARD DISK STAMPED---18 EG 18 1968---, SET IN THE
 FC1775'TOP OF A CONCRETE POST, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FC1775'MARK IS 250 FEET EAST OF THE INTERSECTION WITH SR 1103, 45 FEET SOUTH
 FC1775'OF THE CENTER OF THE EAST BOUND LANE AND 31 FEET NORTH OF AN 18 INCH
 FC1775'OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1777 ***********************************************************************
 FC1777  DESIGNATION -  18 EG 19
 FC1777  PID         -  FC1777
 FC1777  STATE/COUNTY-  NC/CHEROKEE
 FC1777  USGS QUAD   -  ISABELLA (1978)
 FC1777
 FC1777                         *CURRENT SURVEY CONTROL
 FC1777  ___________________________________________________________________
 FC1777* NAD 83(2001)-  35 01 16.18833(N)    084 18 54.12807(W)     ADJUSTED  
 FC1777* NAVD 88     -       666.4    (meters)    2186.     (feet)  VERTCON   
 FC1777  ___________________________________________________________________
 FC1777  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 FC1777  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1777  HORZ ORDER  -  SECOND
 FC1777
 FC1777.The horizontal coordinates were established by classical geodetic methods
 FC1777.and adjusted by the National Geodetic Survey in August 2005.
 FC1777
 FC1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1777
 FC1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1777
 FC1777.The geoid height was determined by GEOID03.
 FC1777
 FC1777;                    North         East     Units Scale Factor Converg.
 FC1777;SPC NC       -   153,991.322   124,815.901   MT  0.99988065   -3 04 03.6
 FC1777;SPC NC       -   505,219.86    409,500.17   sFT  0.99988065   -3 04 03.6
 FC1777;UTM  16      - 3,878,685.473   744,975.202   MT  1.00033969   +1 32 29.8
 FC1777
 FC1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1777!SPC NC       -   0.99989994  x   0.99988065  =   0.99978060
 FC1777!UTM  16      -   0.99989994  x   1.00033969  =   1.00023960
 FC1777
 FC1777:                Primary Azimuth Mark                     Grid Az
 FC1777:SPC NC       -  SAHARA                                   278 47 44.1
 FC1777:UTM  16      -  SAHARA                                   274 11 10.7
 FC1777
 FC1777|---------------------------------------------------------------------|
 FC1777| PID    Reference Object                     Distance      Geod. Az  |
 FC1777|                                                           dddmmss.s |
 FC1777| FC1778 SAHARA                              APPROX. 3.0 KM 2754340.5 |
 FC1777|---------------------------------------------------------------------|
 FC1777
 FC1777                          SUPERSEDED SURVEY CONTROL
 FC1777
 FC1777  NAD 83(1995)-  35 01 16.18852(N)    084 18 54.12798(W) AD(       ) 2
 FC1777  NAD 83(1992)-  35 01 16.19279(N)    084 18 54.13469(W) AD(       ) 2
 FC1777  NAD 83(1986)-  35 01 16.19194(N)    084 18 54.13460(W) AD(       ) 2
 FC1777  NAD 27      -  35 01 15.90717(N)    084 18 54.41659(W) AD(       ) 2
 FC1777  NGVD 29 (07/19/86)  666.4    (m)         2186.     (f) VERT ANG    3  
 FC1777
 FC1777.Superseded values are not recommended for survey control.
 FC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1777.See file dsdata.txt to determine how the superseded data were derived.
 FC1777
 FC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4497578685(NAD 83)
 FC1777_MARKER: DE = TRAVERSE STATION DISK
 FC1777_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1777_STAMPING: 18 EG 19 1968
 FC1777_MARK LOGO: NCDOT 
 FC1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1777
 FC1777  HISTORY     - Date     Condition        Report By
 FC1777  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1777
 FC1777                          STATION DESCRIPTION
 FC1777
 FC1777'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1777'THE STATION IS LOCATED ALONG US 64 0.1 MILE EAST OF THE NORTH
 FC1777'CAROLINA-TENNESSEE STATE LINE AND APPROXIMATELY 16.6 MILES
 FC1777'WEST-SOUTHWEST OF MURPHY.
 FC1777'
 FC1777'TO REACH THE STATION FROM THE NORTH CAROLINA - TENNESSEE STATE LINE ON
 FC1777'US 64, PROCEED EAST ALONG US 64 FOR 0.20 MILE TO THE EAST END OF THE
 FC1777'CUT ON LEFT, THENCE WALK NORTHWEST ALONG THE NORTHEAST CUT TO
 FC1777'APPROXIMATELY 25 FEET SHORT OF THE RIDGE AND STATION.
 FC1777'
 FC1777'STATION MARK IS A STANDARD DISK STAMPED---18 EG 19 1968---, SET IN THE
 FC1777'TOP OF A CONCRETE PRECAST, WHICH IS 3 INCHES ABOVE THE GROUND SURFACE.
 FC1777'THE MARK IS 10.5 FEET SOUTH OF A 6 INCH GUM WITH REFERENCE TAG, 18.4
 FC1777'FEET WEST-NORTHWEST OF AN 8 INCH POST OAK WITH REFERENCE TAG, 21.8
 FC1777'FEET NORTH-NORTHWEST OF A 6 INCH POST OAK WITH REFERENCE TAG AND 17.0
 FC1777'FEET NORTHEAST OF A BERM DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1722 ***********************************************************************
 FC1722  DESIGNATION -  18 EG 2
 FC1722  PID         -  FC1722
 FC1722  STATE/COUNTY-  NC/CHEROKEE
 FC1722  USGS QUAD   -  MURPHY (1990)
 FC1722
 FC1722                         *CURRENT SURVEY CONTROL
 FC1722  ___________________________________________________________________
 FC1722* NAD 83(2001)-  35 02 33.21107(N)    084 05 01.65240(W)     ADJUSTED  
 FC1722* NAVD 88     -       522.5    (meters)    1714.     (feet)  VERTCON   
 FC1722  ___________________________________________________________________
 FC1722  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FC1722  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1722  HORZ ORDER  -  SECOND
 FC1722
 FC1722.The horizontal coordinates were established by classical geodetic methods
 FC1722.and adjusted by the National Geodetic Survey in August 2005.
 FC1722
 FC1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1722
 FC1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1722
 FC1722.The geoid height was determined by GEOID03.
 FC1722
 FC1722;                    North         East     Units Scale Factor Converg.
 FC1722;SPC NC       -   155,256.802   146,010.264   MT  0.99987922   -2 56 03.2
 FC1722;SPC NC       -   509,371.69    479,035.34   sFT  0.99987922   -2 56 03.2
 FC1722;UTM  16      - 3,881,651.668   766,010.358   MT  1.00047219   +1 40 31.5
 FC1722
 FC1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1722!SPC NC       -   0.99992251  x   0.99987922  =   0.99980174
 FC1722!UTM  16      -   0.99992251  x   1.00047219  =   1.00039467
 FC1722
 FC1722:                Primary Azimuth Mark                     Grid Az
 FC1722:SPC NC       -  18 EG 3                                  240 40 48.8
 FC1722:UTM  16      -  18 EG 3                                  236 04 14.1
 FC1722
 FC1722|---------------------------------------------------------------------|
 FC1722| PID    Reference Object                     Distance      Geod. Az  |
 FC1722|                                                           dddmmss.s |
 FC1722| FC1730 18 EG 3                             APPROX. 1.8 KM 2374445.6 |
 FC1722|---------------------------------------------------------------------|
 FC1722
 FC1722                          SUPERSEDED SURVEY CONTROL
 FC1722
 FC1722  NAD 83(1995)-  35 02 33.21244(N)    084 05 01.65152(W) AD(       ) 2
 FC1722  NAD 83(1992)-  35 02 33.21691(N)    084 05 01.65832(W) AD(       ) 2
 FC1722  NAD 83(1986)-  35 02 33.21694(N)    084 05 01.65845(W) AD(       ) 2
 FC1722  NAD 27      -  35 02 32.91488(N)    084 05 01.97535(W) AD(       ) 2
 FC1722  NGVD 29 (07/19/86)  522.5    (m)         1714.     (f) VERT ANG    3  
 FC1722
 FC1722.Superseded values are not recommended for survey control.
 FC1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1722.See file dsdata.txt to determine how the superseded data were derived.
 FC1722
 FC1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6601081652(NAD 83)
 FC1722_MARKER: DD = SURVEY DISK
 FC1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1722_STAMPING: 18 EG 2 1968
 FC1722_MARK LOGO: NCSHC 
 FC1722_PROJECTION: FLUSH
 FC1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1722+STABILITY: SURFACE MOTION
 FC1722
 FC1722  HISTORY     - Date     Condition        Report By
 FC1722  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1722  HISTORY     - 19870101 GOOD             NCGS
 FC1722
 FC1722                          STATION DESCRIPTION
 FC1722
 FC1722'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1722'THE STATION IS LOCATED APPROXIMATELY 5.8 MILES NORTHEAST OF CULBERSON
 FC1722'AND 4.3 MILES SOUTHWEST OF MURPHY.
 FC1722'
 FC1722'TO REACH THE STATION FROM THE JUNCTION OF US 19 - US 129 WITH US 64 5
 FC1722'MILES SOUTHWEST OF MURPHY, PROCEED ALONG US 19, US 64, US 129 FOR
 FC1722'1.2 MILES TO STATION ON RIGHT AT TOP OF 30 FOOT CUT, APPROXIMATELY
 FC1722'100 FEET NORTHWEST OF BRICK HOME AND APPROXIMATELY 100 FEET SOUTHEAST
 FC1722'OF THE CENTERLINE OF THE EAST BOUND LANES.
 FC1722'
 FC1722'STATION MARK IS A STANDARD DISK STAMPED---18 EG 2 1968---, SET IN THE
 FC1722'TOP OF A CONCRETE PRECAST, WHICH IS 3 INCHES ABOVE THE GROUND SURFACE.
 FC1722'THE MARK IS 43.2 FEET SOUTHWEST OF RIGHT-OF-WAY MONUMENT, 5.7 FEET
 FC1722'SOUTH OF AN 8 INCH PINE WITH REFERENCE TAG, 7.9 FEET NORTHWEST OF A 6
 FC1722'INCH PINE WITH REFERENCE TAG AND 13.0 FEET EAST OF A 10 INCH PINE WITH
 FC1722'REFERENCE TAG.
 FC1722
 FC1722                          STATION RECOVERY (1987)
 FC1722
 FC1722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (PAC)
 FC1722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1730 ***********************************************************************
 FC1730  DESIGNATION -  18 EG 3
 FC1730  PID         -  FC1730
 FC1730  STATE/COUNTY-  NC/CHEROKEE
 FC1730  USGS QUAD   -  MURPHY (1990)
 FC1730
 FC1730                         *CURRENT SURVEY CONTROL
 FC1730  ___________________________________________________________________
 FC1730* NAD 83(2001)-  35 02 01.72746(N)    084 06 02.30206(W)     ADJUSTED  
 FC1730* NAVD 88     -       493.3    (meters)    1618.     (feet)  VERTCON   
 FC1730  ___________________________________________________________________
 FC1730  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 FC1730  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FC1730  HORZ ORDER  -  SECOND
 FC1730
 FC1730.The horizontal coordinates were established by classical geodetic methods
 FC1730.and adjusted by the National Geodetic Survey in August 2005.
 FC1730
 FC1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1730
 FC1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1730
 FC1730.The geoid height was determined by GEOID03.
 FC1730
 FC1730;                    North         East     Units Scale Factor Converg.
 FC1730;SPC NC       -   154,366.774   144,425.501   MT  0.99987979   -2 56 38.2
 FC1730;SPC NC       -   506,451.66    473,836.00   sFT  0.99987979   -2 56 38.2
 FC1730;UTM  16      - 3,880,636.565   764,501.359   MT  1.00046232   +1 39 55.3
 FC1730
 FC1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1730!SPC NC       -   0.99992710  x   0.99987979  =   0.99980690
 FC1730!UTM  16      -   0.99992710  x   1.00046232  =   1.00038939
 FC1730
 FC1730:                Primary Azimuth Mark                     Grid Az
 FC1730:SPC NC       -  MIMOSA                                   229 54 29.0
 FC1730:UTM  16      -  MIMOSA                                   225 17 55.5
 FC1730
 FC1730|---------------------------------------------------------------------|
 FC1730| PID    Reference Object                     Distance      Geod. Az  |
 FC1730|                                                           dddmmss.s |
 FC1730| FC1731 MIMOSA                              APPROX. 0.6 KM 2265750.8 |
 FC1730|---------------------------------------------------------------------|
 FC1730
 FC1730                          SUPERSEDED SURVEY CONTROL
 FC1730
 FC1730  NAD 83(1995)-  35 02 01.72859(N)    084 06 02.30129(W) AD(       ) 2
 FC1730  NAD 83(1992)-  35 02 01.73288(N)    084 06 02.30795(W) AD(       ) 2
 FC1730  NAD 83(1986)-  35 02 01.73274(N)    084 06 02.30803(W) AD(       ) 2
 FC1730  NAD 27      -  35 02 01.43072(N)    084 06 02.62299(W) AD(       ) 2
 FC1730  NGVD 29 (07/19/86)  493.3    (m)         1618.     (f) VERT ANG    3  
 FC1730
 FC1730.Superseded values are not recommended for survey control.
 FC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1730.See file dsdata.txt to determine how the superseded data were derived.
 FC1730
 FC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6450180637(NAD 83)
 FC1730_MARKER: DD = SURVEY DISK
 FC1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1730_STAMPING: 18 EG 3 1968
 FC1730_MARK LOGO: NCSHC 
 FC1730_PROJECTION: FLUSH
 FC1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1730+STABILITY: SURFACE MOTION
 FC1730
 FC1730  HISTORY     - Date     Condition        Report By
 FC1730  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1730  HISTORY     - 19870101 GOOD             NCGS
 FC1730
 FC1730                          STATION DESCRIPTION
 FC1730
 FC1730'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1730'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF CULBERSON
 FC1730'AND 5.3 MILES SOUTHWEST OF MURPHY.
 FC1730'
 FC1730'THE STATION IS LOCATED AT THE JUNCTION OF US 19 - US 129 AND US 64 5
 FC1730'MILES SOUTHWEST OF MURPHY, IN FRONT OF A SERVICE STATION NEAR THE
 FC1730'NORTHEAST END OF GRASS ISLAND AND APPROXIMATELY 285 FEET NORTHEAST OF
 FC1730'THE CENTER OF THE INTERSECTION.
 FC1730'
 FC1730'STATION MARK IS A STANDARD DISK STAMPED---18 EG 3 1968---, SET IN THE
 FC1730'TOP OF A CONCRETE PRECAST, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FC1730'THE MARK IS 31.7 FEET NORTHWEST OF THE CENTERLINE OF WEST BOUND US 19-
 FC1730'US 129, US 64, 78.8 FEET EAST-NORTHEAST OF LIGHT POLE WITH REFERENCE
 FC1730'TAG, 105.2 FEET SOUTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE
 FC1730'TAG AND 106.6 FEET SOUTHWEST OF WESTERNMOST GUARD RAIL POST.
 FC1730
 FC1730                          STATION RECOVERY (1987)
 FC1730
 FC1730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (PAC)
 FC1730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1733 ***********************************************************************
 FC1733  DESIGNATION -  18 EG 4
 FC1733  PID         -  FC1733
 FC1733  STATE/COUNTY-  NC/CHEROKEE
 FC1733  USGS QUAD   -  MURPHY (1990)
 FC1733
 FC1733                         *CURRENT SURVEY CONTROL
 FC1733  ___________________________________________________________________
 FC1733* NAD 83(2001)-  35 01 38.63000(N)    084 06 50.65335(W)     ADJUSTED  
 FC1733* NAVD 88     -       492.6    (meters)    1616.     (feet)  VERTCON   
 FC1733  ___________________________________________________________________
 FC1733  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FC1733  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC1733  HORZ ORDER  -  SECOND
 FC1733
 FC1733.The horizontal coordinates were established by classical geodetic methods
 FC1733.and adjusted by the National Geodetic Survey in August 2005.
 FC1733
 FC1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1733
 FC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1733
 FC1733.The geoid height was determined by GEOID03.
 FC1733
 FC1733;                    North         East     Units Scale Factor Converg.
 FC1733;SPC NC       -   153,719.030   143,165.042   MT  0.99988022   -2 57 06.1
 FC1733;SPC NC       -   504,326.52    469,700.64   sFT  0.99988022   -2 57 06.1
 FC1733;UTM  16      - 3,879,889.194   763,296.332   MT  1.00045449   +1 39 26.6
 FC1733
 FC1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1733!SPC NC       -   0.99992721  x   0.99988022  =   0.99980744
 FC1733!UTM  16      -   0.99992721  x   1.00045449  =   1.00038167
 FC1733
 FC1733|---------------------------------------------------------------------|
 FC1733| PID    Reference Object                     Distance      Geod. Az  |
 FC1733|                                                           dddmmss.s |
 FC1733| FC1732 STOCKADE                            254.478 METERS 08733     |
 FC1733| FC1734 DICKEY                              APPROX. 0.5 KM 3214130.6 |
 FC1733|---------------------------------------------------------------------|
 FC1733
 FC1733                          SUPERSEDED SURVEY CONTROL
 FC1733
 FC1733  NAD 83(1995)-  35 01 38.63170(N)    084 06 50.65216(W) AD(       ) 2
 FC1733  NAD 83(1992)-  35 01 38.63590(N)    084 06 50.65873(W) AD(       ) 2
 FC1733  NAD 83(1986)-  35 01 38.63534(N)    084 06 50.65871(W) AD(       ) 2
 FC1733  NAD 27      -  35 01 38.33393(N)    084 06 50.97143(W) AD(       ) 2
 FC1733  NGVD 29 (07/19/86)  492.6    (m)         1616.     (f) VERT ANG    3  
 FC1733
 FC1733.Superseded values are not recommended for survey control.
 FC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1733.See file dsdata.txt to determine how the superseded data were derived.
 FC1733
 FC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6329679889(NAD 83)
 FC1733_MARKER: DE = TRAVERSE STATION DISK
 FC1733_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1733_STAMPING: 18 EG 4 1968
 FC1733_MARK LOGO: NCDOT 
 FC1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1733
 FC1733  HISTORY     - Date     Condition        Report By
 FC1733  HISTORY     - 1968     MONUMENTED       NCDOT
 FC1733
 FC1733                          STATION DESCRIPTION
 FC1733
 FC1733'DESCRIBED BY 
NC DOT 1968 (EAG)
 FC1733'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHEAST OF CULBERSON
 FC1733'AND 6.1 MILES SOUTHWEST OF MURPHY.
 FC1733'
 FC1733'THE STATION IS LOCATED IN THE MEDIAN AT THE SOUTHEAST CORNER OF THE
 FC1733'WEST BOUND US 64 BRIDGE OVER THE NOTTELY RIVER AND THE LOUISVILLE AND
 FC1733'NASHVILLE RAILROAD.
 FC1733'
 FC1733'STATION MARK IS A STANDARD DISK STAMPED---18 EG 4 1968---, SET IN THE
 FC1733'TOP OF A CONCRETE PRECAST, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FC1733'THE MARK IS 14.9 FEET SOUTH OF THE CENTERLINE OF WEST BOUND US 64,
 FC1733'43.3 FEET NORTH OF THE CENTERLINE OF EAST BOUND US 64, 1.5 FEET
 FC1733'EAST-SOUTHEAST OF EASTERNMOST END OF BRIDGE RAIL, 51.7 FEET NORTHWEST
 FC1733'OF CENTER OF IRON DRAINAGE GRATE AND 1.0 FEET EAST-SOUTHEAST OF
 FC1733'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2849 ***********************************************************************
 FZ2849  DESIGNATION -  18 HLZ
 FZ2849  PID         -  FZ2849
 FZ2849  STATE/COUNTY-  NC/YADKIN
 FZ2849  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2849
 FZ2849                         *CURRENT SURVEY CONTROL
 FZ2849  ___________________________________________________________________
 FZ2849* NAD 83(2001)-  36 04 09.39492(N)    080 49 56.66714(W)     NO CHECK  
 FZ2849* NAVD 88     -       335.23   (+/-2cm)    1099.8    (feet)  VERTCON   
 FZ2849  ___________________________________________________________________
 FZ2849  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FZ2849  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FZ2849  HORZ ORDER  -  SECOND
 FZ2849  VERT ORDER  -  THIRD (See Below)
 FZ2849
 FZ2849.The horizontal coordinates were established by classical geodetic methods
 FZ2849.and adjusted by the National Geodetic Survey in August 2005.
 FZ2849.No horizontal observational check was made to the station.
 FZ2849
 FZ2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2849.The vertical order pertains to the NGVD 29 superseded value.
 FZ2849
 FZ2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2849
 FZ2849.The geoid height was determined by GEOID03.
 FZ2849
 FZ2849;                    North         East     Units Scale Factor Converg.
 FZ2849;SPC NC       -   258,810.765   444,542.839   MT  0.99997427   -1 03 27.4
 FZ2849;SPC NC       -   849,114.98  1,458,470.96   sFT  0.99997427   -1 03 27.4
 FZ2849;UTM  17      - 3,991,645.254   515,091.495   MT  0.99960281   +0 05 55.2
 FZ2849
 FZ2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2849!SPC NC       -   0.99995260  x   0.99997427  =   0.99992687
 FZ2849!UTM  17      -   0.99995260  x   0.99960281  =   0.99955543
 FZ2849
 FZ2849                          SUPERSEDED SURVEY CONTROL
 FZ2849
 FZ2849  NAD 83(1993)-  36 04 09.40060(N)    080 49 56.67514(W) AD(       ) 2
 FZ2849  NAD 83(1986)-  36 04 09.40241(N)    080 49 56.67471(W) AD(       ) 2
 FZ2849  NGVD 29 (06/09/93)  335.40   (m)         1100.4    (f) LEVELING    3  
 FZ2849
 FZ2849.Superseded values are not recommended for survey control.
 FZ2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2849.See file dsdata.txt to determine how the superseded data were derived.
 FZ2849
 FZ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1509191645(NAD 83)
 FZ2849_MARKER: DB = BENCH MARK DISK
 FZ2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2849_SP_SET: SQUARE CONCRETE MONUMENT
 FZ2849_STAMPING: 18 HLZ 1969
 FZ2849_MARK LOGO: USGS  
 FZ2849_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2849+STABILITY: SURFACE MOTION
 FZ2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2849+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1995
 FZ2849
 FZ2849  HISTORY     - Date     Condition        Report By
 FZ2849  HISTORY     - 1969     MONUMENTED       USGS
 FZ2849  HISTORY     - 19840717 GOOD             NGS
 FZ2849  HISTORY     - 19840717 GOOD             NGS
 FZ2849  HISTORY     - 19900616 GOOD             NCGS
 FZ2849  HISTORY     - 19950802 GOOD             NCGS
 FZ2849
 FZ2849                          STATION DESCRIPTION
 FZ2849
 FZ2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FZ2849'THE STATION IS LOCATED ABOUT 7.0 KILOMETERS (4.4 MI) NNE OF UNION
 FZ2849'GROVE, 6.4 KILOMETERS (4.0 MI) SE OF BROOKS CROSSROADS AND AT WINDSORS
 FZ2849'CROSSROADS.
 FZ2849'TO REACH THE STATION FROM THE POST OFFICE IN UNION GROVE, GO NORTHWEST
 FZ2849'ON STATE HIGHWAY 901 FOR 0.32 KILOMETERS (0.2 MI) TO SR 1832.  TURN
 FZ2849'RIGHT AND GO NORTHEASTERLY ON SR 1832 FOR 5.36 KILOMETERS (3.35 MI) TO
 FZ2849'A CROSS ROADS.  TURN LEFT AND GO NORTHERLY ON SR 1103, BULL SHOALS
 FZ2849'ROAD, FOR 1.68 KILOMETERS (1.05 MI) TO WINDSORS CROSSROADS AND THE
 FZ2849'STATION ON THE LEFT.
 FZ2849'THE STATION IS 0.57 METERS (1.9 FT) SOUTH OF A UTILITY POLE WITH A
 FZ2849'FLOOD LIGHT AND REFERENCE TAG, 47.43 METERS (155.6 FT) SE OF THE
 FZ2849'NORTHEAST CORNER OF THE FRONT OF A COMMUNITY BUILDING, 30.72 METERS
 FZ2849'(100.8 FT) SW OF THE CENTER OF SR 1100, AND 25.33 METERS (83.1 FT) NW
 FZ2849'OF THE CENTER OF SR 1103.
 FZ2849
 FZ2849                          STATION RECOVERY (1984)
 FZ2849
 FZ2849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FZ2849'THE MARK WAS FOUND IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 7
 FZ2849'KM (4.35 MI) NORTH-NORTHEAST OF UNION GROVE, 6.4 KM (3.95 MI)
 FZ2849'SOUTHEAST OF BROOKS CROSSROADS AND AT WINDSORS CROSSROADS.  TO REACH
 FZ2849'THE STATION FROM THE POST OFFICE IN UNION GROVE, GO NORTHWEST ON STATE
 FZ2849'901 FOR 0.32 KM.  (0.20 MI) TURN RIGHT AND GO NORTHEASTERLY ON SR 1832
 FZ2849'FOR 5.3 KM.  (3.30 MI) TURN LEFT AND GO NORTHERLY ON SR 1103 FOR 1.68
 FZ2849'KM (1.05 MI) TO THE MARK ON THE LEFT.  THE STATION IS A STANDARD USGS
 FZ2849'DISK STAMPED--18 HLZ 1969--, SET INTO THE TOP OF A SQUARE CONCRETE
 FZ2849'MONUMENT, 14 CM IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED
 FZ2849'0.57 METERS (1.87 FT) SOUTH FROM A UTILITY POLE WITH A FLOOD LIGHT AND
 FZ2849'REFERENCE TAG, 47.43 METERS (155.61 FT) SOUTHEAST FROM THE NORTHEAST
 FZ2849'CORNER OF THE FRONT OF A COMMUNITY BLDG, 30.72 METERS (100.79 FT)
 FZ2849'SOUTHWEST FROM THE CENTER OF SR 1100, 25.33 METERS (83.10 FT)
 FZ2849'NORTHWEST FROM THE CENTER OF SR 1103.
 FZ2849
 FZ2849                          STATION RECOVERY (1990)
 FZ2849
 FZ2849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2849'RECOVERED IN GOOD CONDITION.
 FZ2849
 FZ2849                          STATION RECOVERY (1995)
 FZ2849
 FZ2849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (ELC)
 FZ2849'STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) NORTH-NORTHEAST OF UNION
 FZ2849'GROVE IN WINDSORS CROSSROAD COMMUNITY.$PROCEED ALONG US 421 FOR 0.4 MI
 FZ2849'(0.6 KM) WEST FROM I-77 (EXIT 73), THENCE SOUTH FOR 4.2 MI (6.8 KM)
 FZ2849'ALONG SR 1103 (BUCK SHOALS ROAD) TO SR 1100 (WINDSOR ROAD), AND THE
 FZ2849'STATION IN THE SOUTHWEST QUADRANT.$MARK IS FLUSH WITH GROUND AND LEVEL
 FZ2849'WITH SR 1100.  LOCATED 83.5 FT (25.5 M) NORTHWEST OF THE CENTERLINE OF
 FZ2849'SR 1103, 101.0 FT (30.8 M) SOUTHWEST OF THE CENTERLINE OF SR 1100,
 FZ2849'53.8 FT (16.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF A BLOCK
 FZ2849'FOUNDATION FOR A PICNIC AREA, 123.5 FT (37.6 M) SOUTHEAST OF A
 FZ2849'FIBERGLASS WELL COVER, AND 2.0 FT (0.6 M) SOUTH OF A POWER POLE WITH A
 FZ2849'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1859 ***********************************************************************
 FA1859  DESIGNATION -  18 JS 12
 FA1859  PID         -  FA1859
 FA1859  STATE/COUNTY-  NC/DAVIDSON
 FA1859  USGS QUAD   -  LEXINGTON WEST (1994)
 FA1859
 FA1859                         *CURRENT SURVEY CONTROL
 FA1859  ___________________________________________________________________
 FA1859* NAD 83(2001)-  35 47 50.69902(N)    080 17 33.28090(W)     ADJUSTED  
 FA1859* NAVD 88     -       223.33   (meters)     732.7    (feet)  LEVELING  
 FA1859  ___________________________________________________________________
 FA1859  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 FA1859  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA1859  HORZ ORDER  -  SECOND
 FA1859  VERT ORDER  -  THIRD ?
 FA1859
 FA1859.The horizontal coordinates were established by classical geodetic methods
 FA1859.and adjusted by the National Geodetic Survey in August 2005.
 FA1859
 FA1859.The orthometric height was determined by differential leveling.
 FA1859.The vertical network tie was performed by a horz. field party for horz.
 FA1859.obs reductions. Reset procedures were used to establish the elevation.
 FA1859
 FA1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1859
 FA1859.The geoid height was determined by GEOID03.
 FA1859
 FA1859;                    North         East     Units Scale Factor Converg.
 FA1859;SPC NC       -   227,884.650   492,773.179   MT  0.99991784   -0 44 45.7
 FA1859;SPC NC       -   747,651.56  1,616,706.67   sFT  0.99991784   -0 44 45.7
 FA1859;UTM  17      - 3,961,710.175   563,921.446   MT  0.99965035   +0 24 49.7
 FA1859
 FA1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1859!SPC NC       -   0.99996987  x   0.99991784  =   0.99988771
 FA1859!UTM  17      -   0.99996987  x   0.99965035  =   0.99962023
 FA1859
 FA1859:                Primary Azimuth Mark                     Grid Az
 FA1859:SPC NC       -  LEX                                      055 52 47.5
 FA1859:UTM  17      -  LEX                                      054 43 12.1
 FA1859
 FA1859|---------------------------------------------------------------------|
 FA1859| PID    Reference Object                     Distance      Geod. Az  |
 FA1859|                                                           dddmmss.s |
 FA1859| FA1840 LEX                                 APPROX. 0.6 KM 0550801.8 |
 FA1859|---------------------------------------------------------------------|
 FA1859
 FA1859                          SUPERSEDED SURVEY CONTROL
 FA1859
 FA1859  NAD 83(1986)-  35 47 50.70676(N)    080 17 33.28636(W) AD(       ) 2
 FA1859  NAD 27      -  35 47 50.21276(N)    080 17 34.09782(W) AD(       ) 2
 FA1859  NGVD 29 (07/19/86)  223.54   (m)          733.4    (f) LEVELING    3  
 FA1859
 FA1859.Superseded values are not recommended for survey control.
 FA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1859.See file dsdata.txt to determine how the superseded data were derived.
 FA1859
 FA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6392161710(NAD 83)
 FA1859_MARKER: DH = HORIZONTAL CONTROL DISK
 FA1859_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FA1859+WITH SETTING: PAVEMENT
 FA1859_SP_SET: DRILL HOLE IN BRIDGE
 FA1859_STAMPING: 18 JS 12 1966
 FA1859_MARK LOGO: NCSHC 
 FA1859_PROJECTION: FLUSH
 FA1859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1859+STABILITY: SURFACE MOTION
 FA1859
 FA1859  HISTORY     - Date     Condition        Report By
 FA1859  HISTORY     - 1966     MONUMENTED       NCHPWC
 FA1859  HISTORY     - 1982     GOOD             NCGS
 FA1859  HISTORY     - 19870101 GOOD             NCGS
 FA1859
 FA1859                          STATION DESCRIPTION
 FA1859
 FA1859'DESCRIBED BY NC HWY AND P W COMM 1966 (JBC)
 FA1859'18-JS-12 IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA1859'ESTABLISHED IN THE VICINITY OF LEXINGTON, NORTH CAROLINA.
 FA1859'
 FA1859'18-JS-12 IS 2.7 MILES SW OF LEXINGTON.  AND AT INTERSECTION
 FA1859'OF U.S. 29-52-70 BYPASS AND U.S. 29 AND 70 BUSINESS.  TO
 FA1859'REACH STATION FROM INTERSECTION OF NC 8 AND U.S. 29, 70 BYPASS
 FA1859'WEST ON U.S. 29, 70 BYPASS FOR 3.5 MILES TO STATION ON
 FA1859'NORTHWEST SIDE OF OVERPASS OF U.S. 29, 70, 52 BYPASS OVER
 FA1859'U.S. 29 AND 70 BUSINESS.
 FA1859'
 FA1859'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISSION DISK,
 FA1859'STAMPED 18-JS-12 1962, SET FLUSH WITH THE CURB OF THE BRIDGE.
 FA1859'
 FA1859'MARK IS
 FA1859'
 FA1859'32.8 FT SE OF 6 INCH FORKED WILD CHERRY TREE WITH ALUMINUM
 FA1859'REF. TAG
 FA1859'
 FA1859'19.0 FT S OF CENTER OF DRAIN AT NORTH END OF CURB ON W SIDE OF
 FA1859'BRIDGE
 FA1859'
 FA1859'50.7 FT SW OF NORTH END OF CONCRETE GUARD RAIL ON E SIDE OF BRIDGE
 FA1859'
 FA1859'16.0 FT W OF C/L OF ROAD
 FA1859'
 FA1859'2.7 FT S OF NORTH END OF CONCRETE GUARD RAIL ON W SIDE OF BRIDGE
 FA1859
 FA1859                          STATION RECOVERY (1982)
 FA1859
 FA1859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA1859'THE STATION WAS RECOVERED AT THIS DATE.
 FA1859'MARK IS IN GOOD CONDITION AS DESCRIBED.
 FA1859'
 FA1859'RECOVERY BY NCGS.
 FA1859
 FA1859                          STATION RECOVERY (1987)
 FA1859
 FA1859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1859'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2705 ***********************************************************************
 FX2705  DESIGNATION -  18 MEA
 FX2705  PID         -  FX2705
 FX2705  STATE/COUNTY-  NC/GATES
 FX2705  USGS QUAD   -  SUNBURY (1981)
 FX2705
 FX2705                         *CURRENT SURVEY CONTROL
 FX2705  ___________________________________________________________________
 FX2705* NAD 83(1986)-  36 24 45.     (N)    076 36 14.     (W)     SCALED    
 FX2705* NAVD 88     -        11.180  (meters)      36.68   (feet)  ADJUSTED  
 FX2705  ___________________________________________________________________
 FX2705  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 FX2705  DYNAMIC HT  -          11.171 (meters)      36.65  (feet)  COMP
 FX2705  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 FX2705
 FX2705  VERT ORDER  -  SECOND    CLASS II
 FX2705
 FX2705.The horizontal coordinates were scaled from a topographic map and have
 FX2705.an estimated accuracy of +/- 6 seconds.
 FX2705
 FX2705.The orthometric height was determined by differential leveling
 FX2705.and adjusted in June 1991.
 FX2705
 FX2705.The geoid height was determined by GEOID03.
 FX2705
 FX2705.The dynamic height is computed by dividing the NAVD 88
 FX2705.geopotential number by the normal gravity value computed on the
 FX2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2705.degrees latitude (g = 980.6199 gals.).
 FX2705
 FX2705.The modeled gravity was interpolated from observed gravity values.
 FX2705
 FX2705;                    North         East    Units  Estimated Accuracy
 FX2705;SPC NC       -   297,970.      824,510.      MT  (+/- 180 meters Scaled)
 FX2705
 FX2705                          SUPERSEDED SURVEY CONTROL
 FX2705
 FX2705.No superseded survey control is available for this station.
 FX2705
 FX2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF561308(NAD 83)
 FX2705_MARKER: DB = BENCH MARK DISK
 FX2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2705_SP_SET: CONCRETE POST
 FX2705_STAMPING: 18 MEA 1976 38
 FX2705_MARK LOGO: USGS  
 FX2705_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2705+STABILITY: SURFACE MOTION
 FX2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2705+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2007
 FX2705
 FX2705  HISTORY     - Date     Condition        Report By
 FX2705  HISTORY     - 1976     MONUMENTED       USGS
 FX2705  HISTORY     - 1980     GOOD             NCGS
 FX2705  HISTORY     - 19961121 GOOD             USPSQD
 FX2705  HISTORY     - 20070107 GOOD             GEOCAC
 FX2705
 FX2705                          STATION DESCRIPTION
 FX2705
 FX2705'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2705'2.0 MI SOUTH FROM SUNBURY.
 FX2705'2.1 MILES SOUTH ALONG N.C. 32 FROM THE INTERSECTION WITH U.S. 158 IN
 FX2705'SUNBURY, IN NORTHEAST QUADRANT OF INTERSECTION WITH SR 1428. 34.0
 FX2705'FEET EAST OF CENTERLINE OF HIGHWAY, 23.0 FEET NORTH OF CENTERLINE OF
 FX2705'ROAD AND 2.0 FEET SOUTH OF POWER POLE WITH REFERENCE TAG.
 FX2705'THE MARK IS 1 FT BELOW ROAD.
 FX2705
 FX2705                          STATION RECOVERY (1996)
 FX2705
 FX2705'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2705'RECOVERED IN GOOD CONDITION.
 FX2705
 FX2705                          STATION RECOVERY (2007)
 FX2705
 FX2705'RECOVERY NOTE BY GEOCACHING 2007 (CMP)
 FX2705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2014 ***********************************************************************
 EY2014  DESIGNATION -  18 MEA
 EY2014  PID         -  EY2014
 EY2014  STATE/COUNTY-  NC/PITT
 EY2014  USGS QUAD   -  GARDNERVILLE (1983)
 EY2014
 EY2014                         *CURRENT SURVEY CONTROL
 EY2014  ___________________________________________________________________
 EY2014* NAD 83(1986)-  35 25 07.     (N)    077 15 24.     (W)     SCALED    
 EY2014* NAVD 88     -        12.213  (meters)      40.07   (feet)  ADJUSTED  
 EY2014  ___________________________________________________________________
 EY2014  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 EY2014  DYNAMIC HT  -          12.202 (meters)      40.03  (feet)  COMP
 EY2014  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 EY2014
 EY2014  VERT ORDER  -  SECOND    CLASS II
 EY2014
 EY2014.The horizontal coordinates were scaled from a topographic map and have
 EY2014.an estimated accuracy of +/- 6 seconds.
 EY2014
 EY2014.The orthometric height was determined by differential leveling
 EY2014.and adjusted in June 1991.
 EY2014
 EY2014.The geoid height was determined by GEOID03.
 EY2014
 EY2014.The dynamic height is computed by dividing the NAVD 88
 EY2014.geopotential number by the normal gravity value computed on the
 EY2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2014.degrees latitude (g = 980.6199 gals.).
 EY2014
 EY2014.The modeled gravity was interpolated from observed gravity values.
 EY2014
 EY2014;                    North         East    Units  Estimated Accuracy
 EY2014;SPC NC       -   186,490.      767,910.      MT  (+/- 180 meters Scaled)
 EY2014
 EY2014                          SUPERSEDED SURVEY CONTROL
 EY2014
 EY2014.No superseded survey control is available for this station.
 EY2014
 EY2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE951218(NAD 83)
 EY2014_MARKER: DB = BENCH MARK DISK
 EY2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2014_SP_SET: CONCRETE POST
 EY2014_STAMPING: 18 MEA 1978
 EY2014_MARK LOGO: USGS  
 EY2014_PROJECTION: FLUSH
 EY2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2014+STABILITY: SURFACE MOTION
 EY2014
 EY2014  HISTORY     - Date     Condition        Report By
 EY2014  HISTORY     - 1978     MONUMENTED       USGS
 EY2014  HISTORY     - 1982     GOOD             NCGS
 EY2014  HISTORY     - 1989     GOOD             USPSQD
 EY2014
 EY2014                          STATION DESCRIPTION
 EY2014
 EY2014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2014'9.8 MI SE FROM AYDEN.
 EY2014'STATION IS LOCATED AT THE INTERSECTION OF NC 43 WITH NC 102 IN CALICO,
 EY2014'IN WEST QUADRANT, 159.7 FEET NORTHWEST OF INTERSECTION, 144.0 FEET
 EY2014'NORTH OF CENTERLINE OF NC 102, 51.5 FEET WEST OF CENTERLINE OF NC 43,
 EY2014'2.5 FEET NORTH OF POWER POLE WITH ALUMINUM REFERENCE TAG, AND 7.0 FEET
 EY2014'NORTH OF PEDESTAL.
 EY2014'THE MARK IS 0.5 FT  E FROM A WITNESS POST.
 EY2014'THE MARK IS 0.7 FT BELOW CENTERLINE OF ROAD.
 EY2014
 EY2014                          STATION RECOVERY (1989)
 EY2014
 EY2014'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2546 ***********************************************************************
 FY2546  CBN         -  This is a Cooperative Base Network Control Station.
 FY2546  DESIGNATION -  18 MEA
 FY2546  PID         -  FY2546
 FY2546  STATE/COUNTY-  NC/WARREN
 FY2546  USGS QUAD   -  AFTON (1971)
 FY2546
 FY2546                         *CURRENT SURVEY CONTROL
 FY2546  ___________________________________________________________________
 FY2546* NAD 83(2007)-  36 15 40.61387(N)    078 14 42.38458(W)     ADJUSTED  
 FY2546* NAVD 88     -       127.34   (meters)     417.8    (feet)  LEVELING  
 FY2546  ___________________________________________________________________
 FY2546  EPOCH DATE  -        2002.00
 FY2546  X           -   1,048,977.812 (meters)                     COMP
 FY2546  Y           -  -5,040,995.961 (meters)                     COMP
 FY2546  Z           -   3,751,663.501 (meters)                     COMP
 FY2546  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 FY2546  ELLIP HEIGHT-          93.995 (meters)          (02/10/07) ADJUSTED
 FY2546  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FY2546
 FY2546  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2546  Type    PID    Designation                      North   East  Ellip
 FY2546  -------------------------------------------------------------------
 FY2546  NETWORK FY2546 18 MEA                            0.49   0.43   1.82
 FY2546  -------------------------------------------------------------------
 FY2546  VERT ORDER  -  THIRD ?
 FY2546
 FY2546.The horizontal coordinates were established by GPS observations
 FY2546.and adjusted by the National Geodetic Survey in February 2007.
 FY2546
 FY2546.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2546.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2546.The horizontal coordinates are valid at the epoch date displayed above.
 FY2546.The epoch date for horizontal control is a decimal equivalence
 FY2546.of Year/Month/Day.
 FY2546
 FY2546.The orthometric height was determined by differential leveling.
 FY2546.The vertical network tie was performed by a horz. field party for horz.
 FY2546.obs reductions. Reset procedures were used to establish the elevation.
 FY2546
 FY2546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2546
 FY2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2546
 FY2546.The ellipsoidal height was determined by GPS observations
 FY2546.and is referenced to NAD 83.
 FY2546
 FY2546.The geoid height was determined by GEOID03.
 FY2546
 FY2546;                    North         East     Units Scale Factor Converg.
 FY2546;SPC NC       -   278,850.579   677,441.175   MT  1.00002778   +0 26 08.5
 FY2546;SPC NC       -   914,862.27  2,222,571.59   sFT  1.00002778   +0 26 08.5
 FY2546;UTM  17      - 4,016,449.923   747,499.247   MT  1.00035481   +1 37 48.9
 FY2546
 FY2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2546!SPC NC       -   0.99998525  x   1.00002778  =   1.00001303
 FY2546!UTM  17      -   0.99998525  x   1.00035481  =   1.00034005
 FY2546
 FY2546:                Primary Azimuth Mark                     Grid Az
 FY2546:SPC NC       -  FLEMING                                  039 26 17.0
 FY2546:UTM  17      -  FLEMING                                  038 14 36.6
 FY2546
 FY2546|---------------------------------------------------------------------|
 FY2546| PID    Reference Object                     Distance      Geod. Az  |
 FY2546|                                                           dddmmss.s |
 FY2546| FY2545 FLEMING                             441.525 METERS 0395225.5 |
 FY2546| FY2547 BILL                                429.413 METERS 2144908.8 |
 FY2546|---------------------------------------------------------------------|
 FY2546
 FY2546                          SUPERSEDED SURVEY CONTROL
 FY2546
 FY2546  NAD 83(2001)-  36 15 40.61445(N)    078 14 42.38455(W) AD(       ) B
 FY2546  ELLIP H (01/30/03)   93.994  (m)                       GP(       ) 4 2
 FY2546  NAD 83(1995)-  36 15 40.61481(N)    078 14 42.38434(W) AD(       ) B
 FY2546  ELLIP H (09/11/96)   94.010  (m)                       GP(       ) 4 1
 FY2546  NAD 83(1993)-  36 15 40.61576(N)    078 14 42.38779(W) AD(       ) 2
 FY2546  NAD 83(1986)-  36 15 40.61390(N)    078 14 42.39598(W) AD(       ) 1
 FY2546  NAD 27      -  36 15 40.08009(N)    078 14 43.41976(W) AD(       ) 2
 FY2546  NGVD 29 (07/19/86)  127.63   (m)          418.7    (f) LEVELING    3  
 FY2546
 FY2546.Superseded values are not recommended for survey control.
 FY2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2546.See file dsdata.txt to determine how the superseded data were derived.
 FY2546
 FY2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4749916450(NAD 83)
 FY2546_MARKER: DB = BENCH MARK DISK
 FY2546_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2546_STAMPING: 18 MEA 1971
 FY2546_MARK LOGO: USGS  
 FY2546_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2546+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 FY2546
 FY2546  HISTORY     - Date     Condition        Report By
 FY2546  HISTORY     - 1971     MONUMENTED       USGS
 FY2546  HISTORY     - 1987     GOOD             USPSQD
 FY2546  HISTORY     - 1987     GOOD             USPSQD
 FY2546  HISTORY     - 19950123 GOOD             NCGS
 FY2546  HISTORY     - 20000518 GOOD             NCGS
 FY2546  HISTORY     - 20050403 GOOD             GEOCAC
 FY2546
 FY2546                          STATION DESCRIPTION
 FY2546
 FY2546'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RLM)
 FY2546'18 MEA IS A USGS BENCH MARK LOCATED 10.6 MILES SOUTH-SOUTHWEST OF
 FY2546'WARRENTON AND 11.6 MILES NORTH-NORTHEAST OF LOUISBURG (FRANKLIN COUNTY
 FY2546'), NORTH CAROLINA, AND TRAVERSED THROUGH BY THE N.C. GEODETIC SURVEY
 FY2546'IN 1976.
 FY2546'
 FY2546'TO REACH STATION FROM THE COURTHOUSE IN WARRENTON, PROCEED
 FY2546'SOUTHWESTERLY ALONG US 401 FOR 5.9 MILES TO T INTERSECTION WITH SR
 FY2546'1625 AT WARREN ACADEMY IN AFTON, CONTINUE SOUTHERLY ALONG US 401 FOR
 FY2546'5.6 MILES TO STATION ON THE RIGHT, AND AT THE T INTERSECTION WITH SR
 FY2546'1618 (EAST).
 FY2546'
 FY2546'STATION MARK IS A STANDARD USGS BENCH MARK DISK, STAMPED---18 MEA 1971
 FY2546'---, SET IN THE TOP OF A CONCRETE POST, THE TOP OF WHICH IS 4 INCHES
 FY2546'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 33.5 FEET NORTHWEST OF
 FY2546'THE CENTERLINE OF US 401, 39.7 FEET WEST OF JUNCTION OF CENTERLINES OF
 FY2546'T INTERSECTION, 23.4 FEET SOUTH-SOUTHWEST OF CENTERLINE OF DIRT
 FY2546'DRIVEWAY, 6.4 FEET NORTH OF CENTER OF TOP OF TELEPHONE JUNCTION BOX,
 FY2546'12.8 FEET EAST OF POWER POLE WITH ALUMINUM TAG, AND 2.4 FEET
 FY2546'NORTH-NORTHWEST OF CORNER FENCE POST WITH METAL WITNESS SIGN.
 FY2546
 FY2546                          STATION RECOVERY (1987)
 FY2546
 FY2546'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2546'RECOVERED IN GOOD CONDITION.
 FY2546
 FY2546                          STATION RECOVERY (1987)
 FY2546
 FY2546'RECOVERY NOTE BY US POWER SQUADRON 1987 (PS)
 FY2546'RECOVERED IN GOOD CONDITION.
 FY2546
 FY2546                          STATION RECOVERY (1995)
 FY2546
 FY2546'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY2546'RECOVERED AS DESCRIBED.
 FY2546
 FY2546                          STATION RECOVERY (2000)
 FY2546
 FY2546'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY2546'RECOVERED AS DESCRIBED WITH THE FOLLOWING INFORMATION, STATION MARKER
 FY2546'REINFORCED WITH REBARS AND CONCRETE COLLAR FOR HORIZONTAL INTEGERITY.
 FY2546
 FY2546                          STATION RECOVERY (2005)
 FY2546
 FY2546'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY2546'RECOVERED AS DESCRIBED, EXCEPT MARK IS FLUSH WITH GROUND.
 FY2546' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5071 ***********************************************************************
 AH5071  DESIGNATION -  18 MEA
 AH5071  PID         -  AH5071
 AH5071  STATE/COUNTY-  NC/SAMPSON
 AH5071  USGS QUAD   -  BEARSKIN (1986)
 AH5071
 AH5071                         *CURRENT SURVEY CONTROL
 AH5071  ___________________________________________________________________
 AH5071* NAD 83(2001)-  35 04 05.67652(N)    078 23 04.85716(W)     ADJUSTED  
 AH5071* NAVD 88     -        49.06   (meters)     161.0    (feet)  LEVELING  
 AH5071  ___________________________________________________________________
 AH5071  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AH5071  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AH5071  HORZ ORDER  -  THIRD
 AH5071  VERT ORDER  -  THIRD
 AH5071
 AH5071.The horizontal coordinates were established by classical geodetic methods
 AH5071.and adjusted by the National Geodetic Survey in August 2005.
 AH5071
 AH5071.The orthometric height was determined by differential leveling.
 AH5071.The vertical network tie was performed by a horz. field party for horz.
 AH5071.obs reductions. Reset procedures were used to establish the elevation.
 AH5071
 AH5071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5071
 AH5071.The geoid height was determined by GEOID03.
 AH5071
 AH5071;                    North         East     Units Scale Factor Converg.
 AH5071;SPC NC       -   146,406.660   665,718.525   MT  0.99987769   +0 21 18.5
 AH5071;SPC NC       -   480,335.85  2,184,111.53   sFT  0.99987769   +0 21 18.5
 AH5071;UTM  17      - 3,883,739.539   738,482.107   MT  1.00030099   +1 30 12.0
 AH5071
 AH5071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5071!SPC NC       -   0.99999770  x   0.99987769  =   0.99987539
 AH5071!UTM  17      -   0.99999770  x   1.00030099  =   1.00029869
 AH5071
 AH5071                          SUPERSEDED SURVEY CONTROL
 AH5071
 AH5071  NAD 83(1986)-  35 04 05.68315(N)    078 23 04.86548(W) AD(       ) 4
 AH5071
 AH5071.Superseded values are not recommended for survey control.
 AH5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5071.See file dsdata.txt to determine how the superseded data were derived.
 AH5071
 AH5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3848283740(NAD 83)
 AH5071_MARKER: DB = BENCH MARK DISK
 AH5071_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH5071_STAMPING: 18 MEA 1980 162
 AH5071_MARK LOGO: USGS  
 AH5071_PROJECTION: FLUSH
 AH5071_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5071
 AH5071  HISTORY     - Date     Condition        Report By
 AH5071  HISTORY     - 1980     MONUMENTED       USGS
 AH5071  HISTORY     - 19860101 GOOD             NCGS
 AH5071
 AH5071                          STATION DESCRIPTION
 AH5071
 AH5071'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5071'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTHWEST OF CLINTON. ALONG
 AH5071'US 421 FOR 7.9 KM (4.90 MI) NORTHWEST FROM THE FAIRCLOTH FREEWAY
 AH5071'OVERPASS AT SR 1832, IN THE SOUTHEAST QUADRANT, NEAR A FRUIT STAND
 AH5071'BUILDING. MARK IS FLUSH WITH GROUND AND 6-FEET HIGHER THAN THE
 AH5071'HIGHWAY. LOCATED 14.9 M (48.9 FT) EAST OF THE CENTERLINE OF THE
 AH5071'HIGHWAY, 30.6 M (100.4 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF
 AH5071'THE HIGHWAY AND ROAD, 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST, 7.6
 AH5071'M (24.9 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A BARN, AND 0.6 M
 AH5071'(2.0 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2345 ***********************************************************************
 EZ2345  DESIGNATION -  184 WSM
 EZ2345  PID         -  EZ2345
 EZ2345  STATE/COUNTY-  NC/GUILFORD
 EZ2345  USGS QUAD   -  PLEASANT GARDEN (1982)
 EZ2345
 EZ2345                         *CURRENT SURVEY CONTROL
 EZ2345  ___________________________________________________________________
 EZ2345* NAD 83(1986)-  35 55 10.     (N)    079 47 46.     (W)     SCALED    
 EZ2345* NAVD 88     -       217.467  (meters)     713.47   (feet)  ADJUSTED  
 EZ2345  ___________________________________________________________________
 EZ2345  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EZ2345  DYNAMIC HT  -         217.285 (meters)     712.88  (feet)  COMP
 EZ2345  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 EZ2345
 EZ2345  VERT ORDER  -  SECOND    CLASS I
 EZ2345
 EZ2345.The horizontal coordinates were scaled from a topographic map and have
 EZ2345.an estimated accuracy of +/- 6 seconds.
 EZ2345
 EZ2345.The orthometric height was determined by differential leveling
 EZ2345.and adjusted in June 1991.
 EZ2345
 EZ2345.The geoid height was determined by GEOID03.
 EZ2345
 EZ2345.The dynamic height is computed by dividing the NAVD 88
 EZ2345.geopotential number by the normal gravity value computed on the
 EZ2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2345.degrees latitude (g = 980.6199 gals.).
 EZ2345
 EZ2345.The modeled gravity was interpolated from observed gravity values.
 EZ2345
 EZ2345;                    North         East    Units  Estimated Accuracy
 EZ2345;SPC NC       -   240,950.      537,750.      MT  (+/- 180 meters Scaled)
 EZ2345
 EZ2345                          SUPERSEDED SURVEY CONTROL
 EZ2345
 EZ2345  NGVD 29 (??/??/92)  217.688  (m)          714.20   (f) ADJ UNCH    2 1
 EZ2345
 EZ2345.Superseded values are not recommended for survey control.
 EZ2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2345.See file dsdata.txt to determine how the superseded data were derived.
 EZ2345
 EZ2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV086756(NAD 83)
 EZ2345_MARKER: DD = SURVEY DISK
 EZ2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2345_SP_SET: WINGWALL
 EZ2345_STAMPING: 184 WSM 1949 714
 EZ2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2345
 EZ2345  HISTORY     - Date     Condition        Report By
 EZ2345  HISTORY     - 1949     MONUMENTED       NCGS
 EZ2345  HISTORY     - 1975     GOOD             NCGS
 EZ2345  HISTORY     - 1987     GOOD             USPSQD
 EZ2345  HISTORY     - 1989     GOOD             USPSQD
 EZ2345
 EZ2345                          STATION DESCRIPTION
 EZ2345
 EZ2345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2345'3.5 MI SSW FROM PLEASANT GARDEN.
 EZ2345'TO REACH STATION FROM INTERSECTION OF US 220 WITH NC 62 CROSSROADS,
 EZ2345'PROCEED EAST ALONG NC 62 FOR 0.9 MILE TO BRIDGE OVER POLECAT CREEK AND
 EZ2345'STATION IN THE SOUTHEAST WINGWALL, AND 0.05 MILE WEST OF INTERSECTION
 EZ2345'WITH SR 3440 (HODGIN VALLEY RD.).  14.7 FT. S OF C/L OF NC 62, 46.4
 EZ2345'FT. SE OF CENTER OF BRIDGE OVER POLECAT CREEK, 2.3 FT. SSW OF
 EZ2345'SOUTHERNMOST CORNER OF SE END OF BRIDGE WALL, 18.2 FT. WNW OF GUARD
 EZ2345'POST WITH ALUMINUM REF. TAG, 51.1 FT. WSW OF TP WITH ALUMINUM REF.
 EZ2345'TAG, AND 50.5 ENE OF 24 INCH TWIN TRUNK SWEET GUM WITH ALUMINUM REF.
 EZ2345'TAG.  DISK IS SET IN DRILL HOLE FLUSH WITH WINGWALL.
 EZ2345
 EZ2345                          STATION RECOVERY (1987)
 EZ2345
 EZ2345'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2345'RECOVERED IN GOOD CONDITION.
 EZ2345
 EZ2345                          STATION RECOVERY (1989)
 EZ2345
 EZ2345'RECOVERY NOTE BY US POWER SQUADRON 1989 (UNK)
 EZ2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1464 ***********************************************************************
 FB1464  DESIGNATION -  1849.5
 FB1464  PID         -  FB1464
 FB1464  STATE/COUNTY-  NC/JACKSON
 FB1464  USGS QUAD   -  WHITTIER (1978)
 FB1464
 FB1464                         *CURRENT SURVEY CONTROL
 FB1464  ___________________________________________________________________
 FB1464* NAD 83(1986)-  35 25 03.     (N)    083 20 03.     (W)     SCALED    
 FB1464* NAVD 88     -       563.70   (+/-2cm)    1849.4    (feet)  VERTCON   
 FB1464  ___________________________________________________________________
 FB1464  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB1464  VERT ORDER  -  ? (See Below)
 FB1464
 FB1464.The horizontal coordinates were scaled from a topographic map and have
 FB1464.an estimated accuracy of +/- 6 seconds.
 FB1464
 FB1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1464.The vertical order pertains to the NGVD 29 superseded value.
 FB1464
 FB1464.The geoid height was determined by GEOID03.
 FB1464
 FB1464;                    North         East    Units  Estimated Accuracy
 FB1464;SPC NC       -   193,570.      216,140.      MT  (+/- 180 meters Scaled)
 FB1464
 FB1464                          SUPERSEDED SURVEY CONTROL
 FB1464
 FB1464  NGVD 29 (??/??/92)  563.740  (m)         1849.54   (f) ADJ UNCH    ?  
 FB1464
 FB1464.Superseded values are not recommended for survey control.
 FB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1464.See file dsdata.txt to determine how the superseded data were derived.
 FB1464
 FB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV880218(NAD 83)
 FB1464_MARKER: X = CHISELED CROSS
 FB1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1464_SP_SET: CULVERT
 FB1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1464
 FB1464  HISTORY     - Date     Condition        Report By
 FB1464  HISTORY     - UNK      MONUMENTED       USGS
 FB1464  HISTORY     - 1954     GOOD             NGS
 FB1464
 FB1464                          STATION DESCRIPTION
 FB1464
 FB1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 FB1464'1.7 MI SE FROM WHITTIER.
 FB1464'IN JACKSON COUNTY, 1.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY
 FB1464'FROM WHITTIER, SWAIN COUNTY, 825 FEET EAST OF MILEPOST 56, AT A
 FB1464'48-INCH CONCRETE PIPE CULVERT, ON THE TOP OF THE SOUTH CONCRETE
 FB1464'HEADWALL, 5 INCHES WEST OF THE EAST END, 6 FEET SOUTH OF THE SOUTH
 FB1464'RAIL, AND 2 FEET LOWER THAN THE BASE OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2238 ***********************************************************************
 EZ2238  DESIGNATION -  188 DRD
 EZ2238  PID         -  EZ2238
 EZ2238  STATE/COUNTY-  NC/WAKE
 EZ2238  USGS QUAD   -  ANGIER (1993)
 EZ2238
 EZ2238                         *CURRENT SURVEY CONTROL
 EZ2238  ___________________________________________________________________
 EZ2238* NAD 83(2001)-  35 35 28.39297(N)    078 41 24.82067(W)     ADJUSTED  
 EZ2238* NAVD 88     -       109.191  (meters)     358.24   (feet)  ADJUSTED  
 EZ2238  ___________________________________________________________________
 EZ2238  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 EZ2238  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EZ2238  DYNAMIC HT  -         109.095 (meters)     357.92  (feet)  COMP
 EZ2238  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 EZ2238
 EZ2238  HORZ ORDER  -  SECOND
 EZ2238  VERT ORDER  -  SECOND    CLASS II
 EZ2238
 EZ2238.The horizontal coordinates were established by classical geodetic methods
 EZ2238.and adjusted by the National Geodetic Survey in August 2005.
 EZ2238
 EZ2238.The orthometric height was determined by differential leveling
 EZ2238.and adjusted in June 1991.
 EZ2238
 EZ2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2238
 EZ2238.The geoid height was determined by GEOID03.
 EZ2238
 EZ2238.The dynamic height is computed by dividing the NAVD 88
 EZ2238.geopotential number by the normal gravity value computed on the
 EZ2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2238.degrees latitude (g = 980.6199 gals.).
 EZ2238
 EZ2238.The modeled gravity was interpolated from observed gravity values.
 EZ2238
 EZ2238;                    North         East     Units Scale Factor Converg.
 EZ2238;SPC NC       -   204,291.910   637,671.706   MT  0.99989009   +0 10 43.6
 EZ2238;SPC NC       -   670,247.71  2,092,094.59   sFT  0.99989009   +0 10 43.6
 EZ2238;UTM  17      - 3,941,065.999   709,261.725   MT  1.00013966   +1 20 41.2
 EZ2238
 EZ2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2238!SPC NC       -   0.99998805  x   0.99989009  =   0.99987814
 EZ2238!UTM  17      -   0.99998805  x   1.00013966  =   1.00012770
 EZ2238
 EZ2238                          SUPERSEDED SURVEY CONTROL
 EZ2238
 EZ2238  NAD 83(1986)-  35 35 28.39461(N)    078 41 24.83050(W) AD(       ) 2
 EZ2238  NAD 27      -  35 35 27.83411(N)    078 41 25.79720(W) AD(       ) 2
 EZ2238  NGVD 29 (??/??/92)  109.452  (m)          359.09   (f) ADJ UNCH    2 2
 EZ2238
 EZ2238.Superseded values are not recommended for survey control.
 EZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2238.See file dsdata.txt to determine how the superseded data were derived.
 EZ2238
 EZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0926241066(NAD 83)
 EZ2238_MARKER: DD = SURVEY DISK
 EZ2238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2238_SP_SET: BASE
 EZ2238_STAMPING: 188 DRD 1960
 EZ2238_MARK LOGO: USGS  
 EZ2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2238
 EZ2238  HISTORY     - Date     Condition        Report By
 EZ2238  HISTORY     - 1960     MONUMENTED       USGS
 EZ2238  HISTORY     - 1976     GOOD             NCGS
 EZ2238  HISTORY     - 20050127 GOOD             GEOCAC
 EZ2238  HISTORY     - 20071115 GOOD             GEOCAC
 EZ2238
 EZ2238                          STATION DESCRIPTION
 EZ2238
 EZ2238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2238'2.3 MI E FROM WILLOW SPRINGS.
 EZ2238'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR
 EZ2238'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC
 EZ2238'42 FOR 4.0 MILES TO INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS
 EZ2238'AND STATION ON LEFT IN NORTHEAST QUADRANT OF INTERSECTION, IN WEST END
 EZ2238'OF A GASOLINE PUMP BASE OF A SMALL AUTO REPAIR GARAGE.  DISK IS SET
 EZ2238'FLUSH IN DRILL HOLE.
 EZ2238
 EZ2238                          STATION RECOVERY (2005)
 EZ2238
 EZ2238'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2238'BUILDING IS VACANT. DISK OKAY.
 EZ2238
 EZ2238                          STATION RECOVERY (2007)
 EZ2238
 EZ2238'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ2238'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0844 ***********************************************************************
 EY0844  DESIGNATION -  189
 EY0844  PID         -  EY0844
 EY0844  STATE/COUNTY-  NC/NASH
 EY0844  USGS QUAD   -  NASHVILLE (1977)
 EY0844
 EY0844                         *CURRENT SURVEY CONTROL
 EY0844  ___________________________________________________________________
 EY0844* NAD 83(1986)-  35 58 09.     (N)    077 58 17.     (W)     SCALED    
 EY0844* NAVD 88     -        57.442  (meters)     188.46   (feet)  POSTED    
 EY0844  ___________________________________________________________________
 EY0844  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EY0844  DYNAMIC HT  -          57.390 (meters)     188.29  (feet)  COMP
 EY0844  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 EY0844
 EY0844  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EY0844
 EY0844.The horizontal coordinates were scaled from a topographic map and have
 EY0844.an estimated accuracy of +/- 6 seconds.
 EY0844
 EY0844.The orthometric height was determined by differential leveling
 EY0844.and adjusted by the  in 1992.
 EY0844.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EY0844.was located on a no-check spur therefore a value was not computed.
 EY0844.No vertical observational check was made to the station.
 EY0844
 EY0844.The geoid height was determined by GEOID03.
 EY0844
 EY0844.The dynamic height is computed by dividing the NAVD 88
 EY0844.geopotential number by the normal gravity value computed on the
 EY0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0844.degrees latitude (g = 980.6199 gals.).
 EY0844
 EY0844.The modeled gravity was interpolated from observed gravity values.
 EY0844
 EY0844;                    North         East    Units  Estimated Accuracy
 EY0844;SPC NC       -   246,660.      702,370.      MT  (+/- 180 meters Scaled)
 EY0844
 EY0844                          SUPERSEDED SURVEY CONTROL
 EY0844
 EY0844  NGVD 29 (??/??/92)   57.760  (m)          189.50   (f) ADJ UNCH    2 0
 EY0844
 EY0844.Superseded values are not recommended for survey control.
 EY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0844.See file dsdata.txt to determine how the superseded data were derived.
 EY0844
 EY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE320846(NAD 83)
 EY0844_MARKER: DD = SURVEY DISK
 EY0844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0844_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0844_STAMPING: 189.452 RALEIGH
 EY0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0844
 EY0844  HISTORY     - Date     Condition        Report By
 EY0844  HISTORY     - UNK      MONUMENTED       USGS
 EY0844  HISTORY     - 1934     GOOD             NGS
 EY0844  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0844  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 EY0844
 EY0844                          STATION DESCRIPTION
 EY0844
 EY0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EY0844'AT NASHVILLE.
 EY0844'AT NASHVILLE, NASH COUNTY, NEAR THE ATLANTIC COAST LINE RAILROAD
 EY0844'PASSENGER STATION, 65 YARDS NORTH OF THE MIDDLE OF THE NORTH
 EY0844'SIDE OF THE LOADING PLATFORM WEST OF THE FREIGHT STATION, IN
 EY0844'BARNES STREET, NEAR THE WEST SIDE OF THE STREET, OPPOSITE A BRICK
 EY0844'WAREHOUSE OF THE NASHVILLE BUILDING SUPPLY CO., 13 YARDS WEST OF
 EY0844'THE THIRD LOADING DOOR FROM THE SOUTH END OF THE WAREHOUSE, 8 FEET
 EY0844'EAST OF A CATCH BASIN WEST OF THE STREET, 2 INCHES UNDERGROUND,
 EY0844'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 EY0844
 EY0844                          STATION RECOVERY (1963)
 EY0844
 EY0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0844'MARK NOT FOUND.
 EY0844
 EY0844                          STATION RECOVERY (2004)
 EY0844
 EY0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (BB)
 EY0844'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0619 ***********************************************************************
 GA0619  DESIGNATION -  1891.1
 GA0619  PID         -  GA0619
 GA0619  STATE/COUNTY-  NC/MITCHELL
 GA0619  USGS QUAD   -  CHESTOA (1978)
 GA0619
 GA0619                         *CURRENT SURVEY CONTROL
 GA0619  ___________________________________________________________________
 GA0619* NAD 83(1986)-  36 04 12.     (N)    082 22 45.     (W)     SCALED    
 GA0619* NAVD 88     -       576.302  (meters)    1890.75   (feet)  ADJUSTED  
 GA0619  ___________________________________________________________________
 GA0619  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA0619  DYNAMIC HT  -         575.716 (meters)    1888.83  (feet)  COMP
 GA0619  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 GA0619
 GA0619  VERT ORDER  -  SECOND    CLASS 0
 GA0619
 GA0619.The horizontal coordinates were scaled from a topographic map and have
 GA0619.an estimated accuracy of +/- 6 seconds.
 GA0619
 GA0619.The orthometric height was determined by differential leveling
 GA0619.and adjusted in June 1991.
 GA0619
 GA0619.The geoid height was determined by GEOID03.
 GA0619
 GA0619.The dynamic height is computed by dividing the NAVD 88
 GA0619.geopotential number by the normal gravity value computed on the
 GA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0619.degrees latitude (g = 980.6199 gals.).
 GA0619
 GA0619.The modeled gravity was interpolated from observed gravity values.
 GA0619
 GA0619;                    North         East    Units  Estimated Accuracy
 GA0619;SPC NC       -   262,550.      305,260.      MT  (+/- 180 meters Scaled)
 GA0619
 GA0619                          SUPERSEDED SURVEY CONTROL
 GA0619
 GA0619  NGVD 29 (??/??/92)  576.396  (m)         1891.06   (f) ADJ UNCH    2 0
 GA0619
 GA0619.Superseded values are not recommended for survey control.
 GA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0619.See file dsdata.txt to determine how the superseded data were derived.
 GA0619
 GA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV758925(NAD 83)
 GA0619_MARKER: B = BOLT
 GA0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0619_SP_SET: WALL
 GA0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0619
 GA0619  HISTORY     - Date     Condition        Report By
 GA0619  HISTORY     - UNK      MONUMENTED       NWRR
 GA0619  HISTORY     - 1934     GOOD             NGS
 GA0619
 GA0619                          STATION DESCRIPTION
 GA0619
 GA0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0619'9.7 MI SE FROM ERWIN.
 GA0619'IN MITCHELL COUNTY, NORTH CAROLINA, 9.7 MILES SOUTHEAST ALONG
 GA0619'THE CLINCHFIELD RAILROAD FROM ERWIN, UNICOI COUNTY, TENNESSEE, 7
 GA0619'POLES WEST OF MILEPOST 146, SOUTH OF THE TRACK, AT A SMALL STREAM,
 GA0619'AND IN THE CENTER OF THE TOP OF A RETAINING WALL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0435 ***********************************************************************
 EB0435  DESIGNATION -  1898
 EB0435  PID         -  EB0435
 EB0435  STATE/COUNTY-  NC/COLUMBUS
 EB0435  USGS QUAD   -  WHITEVILLE (1987)
 EB0435
 EB0435                         *CURRENT SURVEY CONTROL
 EB0435  ___________________________________________________________________
 EB0435* NAD 83(2001)-  34 20 20.65522(N)    078 42 13.57431(W)     ADJUSTED  
 EB0435* NAVD 88     -        30.354  (meters)      99.59   (feet)  ADJUSTED  
 EB0435  ___________________________________________________________________
 EB0435  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EB0435  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EB0435  DYNAMIC HT  -          30.325 (meters)      99.49  (feet)  COMP
 EB0435  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EB0435
 EB0435  HORZ ORDER  -  SECOND
 EB0435  VERT ORDER  -  FIRST     CLASS I
 EB0435
 EB0435.The horizontal coordinates were established by classical geodetic methods
 EB0435.and adjusted by the National Geodetic Survey in August 2005.
 EB0435
 EB0435.The orthometric height was determined by differential leveling
 EB0435.and adjusted in June 1991.
 EB0435
 EB0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0435
 EB0435.The geoid height was determined by GEOID03.
 EB0435
 EB0435.The dynamic height is computed by dividing the NAVD 88
 EB0435.geopotential number by the normal gravity value computed on the
 EB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0435.degrees latitude (g = 980.6199 gals.).
 EB0435
 EB0435.The modeled gravity was interpolated from observed gravity values.
 EB0435
 EB0435;                    North         East     Units Scale Factor Converg.
 EB0435;SPC NC       -    65,388.620   636,859.006   MT  0.99999842   +0 10 15.5
 EB0435;SPC NC       -   214,529.16  2,089,428.26   sFT  0.99999842   +0 10 15.5
 EB0435;UTM  17      - 3,802,140.871   711,226.277   MT  1.00014999   +1 17 44.7
 EB0435
 EB0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0435!SPC NC       -   1.00000067  x   0.99999842  =   0.99999909
 EB0435!UTM  17      -   1.00000067  x   1.00014999  =   1.00015066
 EB0435
 EB0435                          SUPERSEDED SURVEY CONTROL
 EB0435
 EB0435  NAD 83(1986)-  34 20 20.65980(N)    078 42 13.57825(W) AD(       ) 2
 EB0435  NAD 27      -  34 20 20.05900(N)    078 42 14.52100(W) AD(       ) 2
 EB0435  NGVD 29 (??/??/92)   30.667  (m)          100.61   (f) ADJ UNCH    1 1
 EB0435
 EB0435.Superseded values are not recommended for survey control.
 EB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0435.See file dsdata.txt to determine how the superseded data were derived.
 EB0435
 EB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1122602141(NAD 83)
 EB0435_MARKER: V = STONE MONUMENT
 EB0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0435_SP_SET: GRANITE POST
 EB0435_STAMPING: USGS NCGS 1898
 EB0435_MARK LOGO: USGS  
 EB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0435+STABILITY: SURFACE MOTION
 EB0435
 EB0435  HISTORY     - Date     Condition        Report By
 EB0435  HISTORY     - 1942     MONUMENTED       NCGS
 EB0435  HISTORY     - 1963     GOOD             NGS
 EB0435  HISTORY     - 1974     GOOD             NGS
 EB0435  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EB0435  HISTORY     - 1982     MARK NOT FOUND   USGS
 EB0435
 EB0435                          STATION DESCRIPTION
 EB0435
 EB0435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1942 (RAE)
 EB0435'A TRAVERSE CONNECTION WAS MADE TO THIS STATION FROM
 EB0435'TRIANGULATION STATION WHITEVILLE.  IT IS AN 8- BY 8-INCH GRANITE
 EB0435'POST THAT PROJECTS 1 INCH, 30.733 METERS (100.86 FEET) NW OF
 EB0435'TRIANGULATION STATION WHITEVILLE, 76.1 FEET W OF THE N END OF
 EB0435'THE SIDEWALK TO THE COLUMBUS COUNTY COURTHOUSE, AND 19.1 FEET
 EB0435'SW OF A 3-FOOT ELM TREE.  A CHISELED DEPRESSION
 EB0435'N.C.G.S.  U.S.G.S. 1898 IS INSCRIBED ON THE TOP OF THE GRANITE
 EB0435'POST.
 EB0435
 EB0435                          STATION RECOVERY (1963)
 EB0435
 EB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0435'AT WHITEVILLE.
 EB0435'AT WHITEVILLE, IN PARKING LOT ON EAST SIDE OF ESSO SERVICE
 EB0435'STATION THAT IS WEST OF COURTHOUSE, 69 FEET NORTH OF NORTHWEST
 EB0435'CORNER OF COURTHOUSE, 21.5 FEET NORTHWEST OF CENTER LINE OF U.S.
 EB0435'HIGHWAYS 74 AND 76, 18 1/2 FEET SOUTHEAST OF A 42 INCH OAK TREE,
 EB0435'ABOUT LEVEL WITH HIGHWAY, AND IS THE TOP OF CENTER OF A 6-BY-6
 EB0435'INCH GRANITE POST WITH THE LETTERS AND NUMBERS USGS, NCGS 1898
 EB0435'INSCRIBED ON IT AND PROJECTING 1 INCH ABOVE SURFACE OF LOT.
 EB0435
 EB0435                          STATION RECOVERY (1974)
 EB0435
 EB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EB0435'RECOVERED IN GOOD CONDITION.
 EB0435
 EB0435                          STATION RECOVERY (1978)
 EB0435
 EB0435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB0435'NOT FOUND, PROBABLY DESTROYED AS PARKING LOT WAS PAVED OVER.
 EB0435
 EB0435                          STATION RECOVERY (1982)
 EB0435
 EB0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EB0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1553 ***********************************************************************
 EZ1553  DESIGNATION -  1898
 EZ1553  PID         -  EZ1553
 EZ1553  STATE/COUNTY-  NC/MONTGOMERY
 EZ1553  USGS QUAD   -  TROY (1994)
 EZ1553
 EZ1553                         *CURRENT SURVEY CONTROL
 EZ1553  ___________________________________________________________________
 EZ1553* NAD 83(1986)-  35 21 32.     (N)    079 53 38.     (W)     SCALED    
 EZ1553* NAVD 88     -       202.894  (meters)     665.66   (feet)  ADJUSTED  
 EZ1553  ___________________________________________________________________
 EZ1553  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ1553  DYNAMIC HT  -         202.712 (meters)     665.06  (feet)  COMP
 EZ1553  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 EZ1553
 EZ1553  VERT ORDER  -  SECOND    CLASS 0
 EZ1553
 EZ1553.The horizontal coordinates were scaled from a topographic map and have
 EZ1553.an estimated accuracy of +/- 6 seconds.
 EZ1553
 EZ1553.The orthometric height was determined by differential leveling
 EZ1553.and adjusted in June 1991.
 EZ1553
 EZ1553.The geoid height was determined by GEOID03.
 EZ1553
 EZ1553.The dynamic height is computed by dividing the NAVD 88
 EZ1553.geopotential number by the normal gravity value computed on the
 EZ1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1553.degrees latitude (g = 980.6199 gals.).
 EZ1553
 EZ1553.The modeled gravity was interpolated from observed gravity values.
 EZ1553
 EZ1553;                    North         East    Units  Estimated Accuracy
 EZ1553;SPC NC       -   178,840.      528,370.      MT  (+/- 180 meters Scaled)
 EZ1553
 EZ1553                          SUPERSEDED SURVEY CONTROL
 EZ1553
 EZ1553  NGVD 29 (??/??/92)  203.14   (m)          666.5    (f) COMPUTED    2 0
 EZ1553
 EZ1553.Superseded values are not recommended for survey control.
 EZ1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1553.See file dsdata.txt to determine how the superseded data were derived.
 EZ1553
 EZ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV004134(NAD 83)
 EZ1553_MARKER: X = CHISELED CROSS
 EZ1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1553_SP_SET: GRANITE
 EZ1553_STAMPING: NCGS USGS
 EZ1553_MARK LOGO: USGS  
 EZ1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1553+STABILITY: SURFACE MOTION
 EZ1553
 EZ1553  HISTORY     - Date     Condition        Report By
 EZ1553  HISTORY     - UNK      MONUMENTED       USGS
 EZ1553  HISTORY     - 1935     GOOD             CGS
 EZ1553  HISTORY     - 1967     MARK NOT FOUND   CGS
 EZ1553
 EZ1553                          STATION DESCRIPTION
 EZ1553
 EZ1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1553'AT TROY.
 EZ1553'AT TROY, MONTGOMERY COUNTY, NORTH ACROSS EAST STREET FROM THE
 EZ1553'COURTHOUSE, IN THE FRONT YARD OF THE J.C. HUNT RESIDENCE, IN
 EZ1553'THE SOUTHEAST CORNER OF THE YARD, 7 FEET EAST OF A LARGE OAK
 EZ1553'TREE, 8 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK, AND 16.2
 EZ1553'FEET WEST OF A FENCE LINE, ON THE TOP OF A GRANITE POST.
 EZ1553
 EZ1553                          STATION RECOVERY (1967)
 EZ1553
 EZ1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 EZ1553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2232 ***********************************************************************
 EZ2232  DESIGNATION -  19 A DRD
 EZ2232  PID         -  EZ2232
 EZ2232  STATE/COUNTY-  NC/WAKE
 EZ2232  USGS QUAD   -  ANGIER (1993)
 EZ2232
 EZ2232                         *CURRENT SURVEY CONTROL
 EZ2232  ___________________________________________________________________
 EZ2232* NAD 83(1986)-  35 35 24.     (N)    078 38 06.     (W)     SCALED    
 EZ2232* NAVD 88     -        71.223  (meters)     233.67   (feet)  ADJUSTED  
 EZ2232  ___________________________________________________________________
 EZ2232  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EZ2232  DYNAMIC HT  -          71.161 (meters)     233.47  (feet)  COMP
 EZ2232  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 EZ2232
 EZ2232  VERT ORDER  -  SECOND    CLASS II
 EZ2232
 EZ2232.The horizontal coordinates were scaled from a topographic map and have
 EZ2232.an estimated accuracy of +/- 6 seconds.
 EZ2232
 EZ2232.The orthometric height was determined by differential leveling
 EZ2232.and adjusted in June 1991.
 EZ2232
 EZ2232.The geoid height was determined by GEOID03.
 EZ2232
 EZ2232.The dynamic height is computed by dividing the NAVD 88
 EZ2232.geopotential number by the normal gravity value computed on the
 EZ2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2232.degrees latitude (g = 980.6199 gals.).
 EZ2232
 EZ2232.The modeled gravity was interpolated from observed gravity values.
 EZ2232
 EZ2232;                    North         East    Units  Estimated Accuracy
 EZ2232;SPC NC       -   204,170.      642,680.      MT  (+/- 180 meters Scaled)
 EZ2232
 EZ2232                          SUPERSEDED SURVEY CONTROL
 EZ2232
 EZ2232  NGVD 29 (??/??/92)   71.479  (m)          234.51   (f) ADJ UNCH    2 2
 EZ2232
 EZ2232.Superseded values are not recommended for survey control.
 EZ2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2232.See file dsdata.txt to determine how the superseded data were derived.
 EZ2232
 EZ2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV142410(NAD 83)
 EZ2232_MARKER: DD = SURVEY DISK
 EZ2232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ2232_SP_SET: BRIDGE
 EZ2232_STAMPING: 19 A DRD 1960
 EZ2232_MARK LOGO: USGS  
 EZ2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2232
 EZ2232  HISTORY     - Date     Condition        Report By
 EZ2232  HISTORY     - 1960     MONUMENTED       USGS
 EZ2232  HISTORY     - 1976     GOOD             NCGS
 EZ2232
 EZ2232                          STATION DESCRIPTION
 EZ2232
 EZ2232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2232'5.4 MI E FROM WILLOW SPRINGS.
 EZ2232'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE
 EZ2232'JOHNSTON-WAKE COUNTY LINE, PROCEED WEST ALONG NC 42 FOR 2.05 MILES TO
 EZ2232'STATION ON LEFT, IN SOUTH HEADWALL OF BRIDGE OVER LITTLE CREEK.  18.7
 EZ2232'FT. S OF CENTERLINE OF NC 42, 1.3 FT. W OF EASTERNMOST END OF SOUTH
 EZ2232'HEADWALL, 34.1 FT. E OF WESTERNMOST END OF SOUTH HEADWALL.  DISK IS
 EZ2232'SET FLUSH IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3694 ***********************************************************************
 EY3694  DESIGNATION -  19 CMP
 EY3694  PID         -  EY3694
 EY3694  STATE/COUNTY-  NC/BEAUFORT
 EY3694  USGS QUAD   -  BAYBORO (1983)
 EY3694
 EY3694                         *CURRENT SURVEY CONTROL
 EY3694  ___________________________________________________________________
 EY3694* NAD 83(2001)-  35 14 47.16859(N)    076 46 42.98705(W)     ADJUSTED  
 EY3694* NAVD 88     -         3.58   (+/-2cm)      11.7    (feet)  VERTCON   
 EY3694  ___________________________________________________________________
 EY3694  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 EY3694  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EY3694  HORZ ORDER  -  THIRD
 EY3694  VERT ORDER  -  THIRD ? (See Below)
 EY3694
 EY3694.The horizontal coordinates were established by classical geodetic methods
 EY3694.and adjusted by the National Geodetic Survey in August 2005.
 EY3694
 EY3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3694.The vertical order pertains to the NGVD 29 superseded value.
 EY3694
 EY3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3694
 EY3694.The geoid height was determined by GEOID03.
 EY3694
 EY3694;                    North         East     Units Scale Factor Converg.
 EY3694;SPC NC       -   168,261.219   811,735.589   MT  0.99987260   +1 16 55.6
 EY3694;SPC NC       -   552,037.02  2,663,169.18   sFT  0.99987260   +1 16 55.6
 EY3694;UTM  18      - 3,901,822.154   338,178.468   MT  0.99992272   -1 01 35.9
 EY3694
 EY3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3694!SPC NC       -   1.00000529  x   0.99987260  =   0.99987789
 EY3694!UTM  18      -   1.00000529  x   0.99992272  =   0.99992801
 EY3694
 EY3694:                Primary Azimuth Mark                     Grid Az
 EY3694:SPC NC       -  IDALIA 7                                 177 07 27.8
 EY3694:UTM  18      -  IDALIA 7                                 179 25 59.3
 EY3694
 EY3694|---------------------------------------------------------------------|
 EY3694| PID    Reference Object                     Distance      Geod. Az  |
 EY3694|                                                           dddmmss.s |
 EY3694| EY3693 IDALIA 7                            402.556 METERS 1782423.4 |
 EY3694|---------------------------------------------------------------------|
 EY3694
 EY3694                          SUPERSEDED SURVEY CONTROL
 EY3694
 EY3694  NAD 83(1986)-  35 14 47.18596(N)    076 46 42.99435(W) AD(       ) 3
 EY3694  NAD 27      -  35 14 46.55758(N)    076 46 44.24873(W) AD(       ) 3
 EY3694  NGVD 29 (07/19/86)    3.91   (m)           12.8    (f) LEVELING    3  
 EY3694
 EY3694.Superseded values are not recommended for survey control.
 EY3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3694.See file dsdata.txt to determine how the superseded data were derived.
 EY3694
 EY3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3817801822(NAD 83)
 EY3694_MARKER: DD = SURVEY DISK
 EY3694_SETTING: 0 = UNSPECIFIED SETTING
 EY3694_STAMPING: 19 CMP 1964 13 ET
 EY3694_MARK LOGO: USGS  
 EY3694_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3694
 EY3694  HISTORY     - Date     Condition        Report By
 EY3694  HISTORY     - 1964     MONUMENTED       USGS
 EY3694
 EY3694                          STATION DESCRIPTION
 EY3694
 EY3694'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3694'BAYBORO, 7.3 MI N. OF, ALONG COUNTY ROAD 1002, 38 FT S. AND 26 FT E.
 EY3694'OF, AND 0.3 FT HIGHER THAN CENTERLINE OF RD. AT DRAIN CROSSING, IN
 EY3694'CONCRETE POST, STANDARD TABLET STAMPED---19 CMP 1964 13 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3079 ***********************************************************************
 FB3079  DESIGNATION -  19 EG 3
 FB3079  PID         -  FB3079
 FB3079  STATE/COUNTY-  NC/HENDERSON
 FB3079  USGS QUAD   -  STANDINGSTONE MTN (1990)
 FB3079
 FB3079                         *CURRENT SURVEY CONTROL
 FB3079  ___________________________________________________________________
 FB3079* NAD 83(2001)-  35 14 17.71127(N)    082 35 43.41741(W)     ADJUSTED  
 FB3079* NAVD 88     -       671.69   (+/-2cm)    2203.7    (feet)  VERTCON   
 FB3079  ___________________________________________________________________
 FB3079  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 FB3079  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FB3079  HORZ ORDER  -  SECOND
 FB3079  VERT ORDER  -  THIRD ? (See Below)
 FB3079
 FB3079.The horizontal coordinates were established by classical geodetic methods
 FB3079.and adjusted by the National Geodetic Survey in August 2005.
 FB3079
 FB3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3079.The vertical order pertains to the NGVD 29 superseded value.
 FB3079
 FB3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3079
 FB3079.The geoid height was determined by GEOID03.
 FB3079
 FB3079;                    North         East     Units Scale Factor Converg.
 FB3079;SPC NC       -   171,016.861   282,451.729   MT  0.99987262   -2 04 30.6
 FB3079;SPC NC       -   561,077.82    926,677.05   sFT  0.99987262   -2 04 30.6
 FB3079;UTM  17      - 3,900,631.233   354,834.600   MT  0.99985970   -0 55 14.4
 FB3079
 FB3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3079!SPC NC       -   0.99989935  x   0.99987262  =   0.99977198
 FB3079!UTM  17      -   0.99989935  x   0.99985970  =   0.99975906
 FB3079
 FB3079                          SUPERSEDED SURVEY CONTROL
 FB3079
 FB3079  NAD 83(1995)-  35 14 17.71604(N)    082 35 43.41397(W) AD(       ) 2
 FB3079  NAD 83(1986)-  35 14 17.71605(N)    082 35 43.41246(W) AD(       ) 2
 FB3079  NAD 27      -  35 14 17.29549(N)    082 35 43.97178(W) AD(       ) 2
 FB3079  NGVD 29 (07/19/86)  671.71   (m)         2203.8    (f) LEVELING    3  
 FB3079
 FB3079.Superseded values are not recommended for survey control.
 FB3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3079.See file dsdata.txt to determine how the superseded data were derived.
 FB3079
 FB3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5483500631(NAD 83)
 FB3079_MARKER: DE = TRAVERSE STATION DISK
 FB3079_SETTING: 66 = SET IN ROCK OUTCROP
 FB3079_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB3079_STAMPING: 19 EG 3 1968
 FB3079_MARK LOGO: NCHPWC
 FB3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3079+STABILITY: POSITION/ELEVATION WELL
 FB3079
 FB3079  HISTORY     - Date     Condition        Report By
 FB3079  HISTORY     - 1968     MONUMENTED       NCHPWC
 FB3079
 FB3079                          STATION DESCRIPTION
 FB3079
 FB3079'DESCRIBED BY NC HWY AND P W COMM 1968 (JWC)
 FB3079'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES EAST OF LITTLE RIVER
 FB3079'COMMUNITY (TRANSYLVANIA COUNTY) AND 9.6 MILES SOUTHWEST OF
 FB3079'HENDERSONVILLE.
 FB3079'
 FB3079'TO REACH THE STATION FROM THE JUNCTION OF SR 1528 AND SR 1536 (SOUTH)
 FB3079'IN LITTLE RIVER COMMUNITY, PROCEED EASTERLY ALONG SR 1528 FOR 1.65
 FB3079'MILES TO HENDERSON COUNTY LINE, THENCE CONTINUE EASTERLY ALONG SR 1127
 FB3079'(CRAB CREEK RD.) FOR 0.4 MILE TO T INTERSECTION WITH SR 1130, THENCE
 FB3079'SOUTH ALONG SR 1130 FOR 0.4 MILE TO STATION ON THE RIGHT IN ROCK
 FB3079'BOULDER IN PASTURE AND OPPOSITE SHOAL FALLS FARM DAIRY BARNS.
 FB3079'
 FB3079'STATION MARK IS A STANDARD DISK STAMPED---19 EG 3 1968---, SET FLUSH
 FB3079'IN DRILL HOLE IN ROCK OUTCROP.  MARK IS 195.0 FEET WEST OF CENTERLINE
 FB3079'OF SR 1130, 39.7 FEET SOUTH OF EAST-WEST FENCE LINE, 35.5 FEET EAST OF
 FB3079'--X-- CUT IN ROCK OUTCROP, 110.0 FEET EAST-SOUTHEAST OF --X-- CUT IN
 FB3079'ROCK OUTCROP AND 38.0 FEET NORTH OF --X-- CUT IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3080 ***********************************************************************
 FB3080  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3080  DESIGNATION -  19 EG 4
 FB3080  PID         -  FB3080
 FB3080  STATE/COUNTY-  NC/HENDERSON
 FB3080  USGS QUAD   -  STANDINGSTONE MTN (1990)
 FB3080
 FB3080                         *CURRENT SURVEY CONTROL
 FB3080  ___________________________________________________________________
 FB3080* NAD 83(2007)-  35 13 57.56116(N)    082 35 54.06619(W)     ADJUSTED  
 FB3080* NAVD 88     -       665.32   (meters)    2182.8    (feet)  GPS OBS   
 FB3080  ___________________________________________________________________
 FB3080  EPOCH DATE  -        2002.00
 FB3080  X           -     671,959.226 (meters)                     COMP
 FB3080  Y           -  -5,172,634.375 (meters)                     COMP
 FB3080  Z           -   3,659,346.612 (meters)                     COMP
 FB3080  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 FB3080  ELLIP HEIGHT-         634.946 (meters)          (02/10/07) ADJUSTED
 FB3080  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB3080
 FB3080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3080  Type    PID    Designation                      North   East  Ellip
 FB3080  -------------------------------------------------------------------
 FB3080  NETWORK FB3080 19 EG 4                           0.65   0.59   0.96
 FB3080  -------------------------------------------------------------------
 FB3080
 FB3080.The horizontal coordinates were established by GPS observations
 FB3080.and adjusted by the National Geodetic Survey in February 2007.
 FB3080
 FB3080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3080.The horizontal coordinates are valid at the epoch date displayed above.
 FB3080.The epoch date for horizontal control is a decimal equivalence
 FB3080.of Year/Month/Day.
 FB3080
 FB3080.The orthometric height was determined by GPS observations and a
 FB3080.high-resolution geoid model.
 FB3080.The orthometric height was determined by GPS observations and a
 FB3080.high-resolution geoid model using precise GPS observation and
 FB3080.processing techniques.
 FB3080
 FB3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3080
 FB3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3080
 FB3080.The ellipsoidal height was determined by GPS observations
 FB3080.and is referenced to NAD 83.
 FB3080
 FB3080.The geoid height was determined by GEOID03.
 FB3080
 FB3080;                    North         East     Units Scale Factor Converg.
 FB3080;SPC NC       -   170,406.113   282,160.193   MT  0.99987265   -2 04 36.7
 FB3080;SPC NC       -   559,074.06    925,720.57   sFT  0.99987265   -2 04 36.7
 FB3080;UTM  17      - 3,900,014.743   354,555.433   MT  0.99986070   -0 55 20.1
 FB3080
 FB3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3080!SPC NC       -   0.99990035  x   0.99987265  =   0.99977301
 FB3080!UTM  17      -   0.99990035  x   0.99986070  =   0.99976106
 FB3080
 FB3080:                Primary Azimuth Mark                     Grid Az
 FB3080:SPC NC       -  19 EG 3                                  025 31 26.0
 FB3080:UTM  17      -  19 EG 3                                  024 22 09.4
 FB3080
 FB3080|---------------------------------------------------------------------|
 FB3080| PID    Reference Object                     Distance      Geod. Az  |
 FB3080|                                                           dddmmss.s |
 FB3080| FB3079 19 EG 3                             APPROX. 0.7 KM 0232649.3 |
 FB3080|---------------------------------------------------------------------|
 FB3080
 FB3080                          SUPERSEDED SURVEY CONTROL
 FB3080
 FB3080  NAD 83(1986)-  35 13 57.56692(N)    082 35 54.06417(W) AD(       ) 1
 FB3080  NAD 83(2001)-  35 13 57.56093(N)    082 35 54.06638(W) AD(       ) 1
 FB3080  ELLIP H (03/08/04)  634.960  (m)                       GP(       ) 4 1
 FB3080  NAD 83(1995)-  35 13 57.56559(N)    082 35 54.06248(W) AD(       ) 2
 FB3080  NAD 83(1986)-  35 13 57.56562(N)    082 35 54.06109(W) AD(       ) 2
 FB3080  NAD 27      -  35 13 57.14481(N)    082 35 54.62052(W) AD(       ) 2
 FB3080  NGVD 29 (07/19/86)  665.34   (m)         2182.9    (f) LEVELING    3  
 FB3080
 FB3080.Superseded values are not recommended for survey control.
 FB3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3080.See file dsdata.txt to determine how the superseded data were derived.
 FB3080
 FB3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5455500015(NAD 83)
 FB3080_MARKER: DE = TRAVERSE STATION DISK
 FB3080_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3080_STAMPING: 19 EG 4 1968
 FB3080_MARK LOGO: NCHPWC
 FB3080_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3080+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 FB3080
 FB3080  HISTORY     - Date     Condition        Report By
 FB3080  HISTORY     - 1968     MONUMENTED       NCHPWC
 FB3080  HISTORY     - 20031201 GOOD             PSOMAS
 FB3080
 FB3080                          STATION DESCRIPTION
 FB3080
 FB3080'DESCRIBED BY NC HWY AND P W COMM 1968 (JWC)
 FB3080'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES EAST OF LITTLE RIVER
 FB3080'COMMUNITY (TRANSYLVANIA COUNTY) AND 9.4 MILES SOUTHWEST OF
 FB3080'HENDERSONVILLE.
 FB3080'
 FB3080'TO REACH STATION FROM THE INTERSECTION OF SR 1528 AND SR 1536 (SOUTH)
 FB3080'IN LITTLE RIVER COMMUNITY, PROCEED EASTERLY ALONG SR 1528 FOR 1.65
 FB3080'MILES TO THE HENDERSON COUNTY LINE, THENCE CONTINUE EASTERLY ALONG SR
 FB3080'1127 (CRAB CREEK RD.) FOR 0.4 MILE TO T INTERSECTION WITH SR 1130
 FB3080'(SOUTH) AND STATION APPROXIMATELY 535 FEET EAST OF INTERSECTION, IN
 FB3080'PASTURE AND APPROXIMATELY 46 FEET SOUTH OF AND APPROXIMATELY 20 FEET
 FB3080'ABOVE SR 1127.
 FB3080'
 FB3080'STATION MARK IS A STANDARD DISK STAMPED---19 EG 4 1968---, SET IN THE
 FB3080'TOP OF A PRECAST MONUMENT, THE TOP OF WHICH IS 16 INCHES BELOW THE
 FB3080'GROUND SURFACE.  MARK IS 19.0 FEET SOUTH OF FENCE LINE, 52.3 FEET
 FB3080'NORTH OF NAIL IN A CAP IN 18 INCH PINE, 91.6 FEET NORTHEAST OF NAIL IN
 FB3080'A CAP IN 24 INCH PINE AND 62.4 FEET NORTH-NORTHWEST OF NAIL IN A CAP
 FB3080'IN 20 INCH PINE.
 FB3080
 FB3080                          STATION RECOVERY (2003)
 FB3080
 FB3080'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2003 (JLS)
 FB3080'RECOVERED AS DESCRIBED
 FB3080'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2637 ***********************************************************************
 AH2637  DESIGNATION -  19 JAS
 AH2637  PID         -  AH2637
 AH2637  STATE/COUNTY-  NC/IREDELL
 AH2637  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2637
 AH2637                         *CURRENT SURVEY CONTROL
 AH2637  ___________________________________________________________________
 AH2637* NAD 83(2001)-  35 36 07.12616(N)    080 54 54.36111(W)     ADJUSTED  
 AH2637* NAVD 88     -       259.80   (+/-2cm)     852.4    (feet)  VERTCON   
 AH2637  ___________________________________________________________________
 AH2637  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AH2637  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AH2637  HORZ ORDER  -  THIRD
 AH2637  VERT ORDER  -  THIRD ? (See Below)
 AH2637
 AH2637.The horizontal coordinates were established by classical geodetic methods
 AH2637.and adjusted by the National Geodetic Survey in August 2005.
 AH2637
 AH2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2637.The vertical order pertains to the NGVD 29 superseded value.
 AH2637
 AH2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2637
 AH2637.The geoid height was determined by GEOID03.
 AH2637
 AH2637;                    North         East     Units Scale Factor Converg.
 AH2637;SPC NC       -   207,115.412   436,094.866   MT  0.99989121   -1 06 19.2
 AH2637;SPC NC       -   679,511.15  1,430,754.57   sFT  0.99989121   -1 06 19.2
 AH2637;UTM  17      - 3,939,806.943   507,690.073   MT  0.99960073   +0 02 57.9
 AH2637
 AH2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2637!SPC NC       -   0.99996417  x   0.99989121  =   0.99985538
 AH2637!UTM  17      -   0.99996417  x   0.99960073  =   0.99956491
 AH2637
 AH2637                          SUPERSEDED SURVEY CONTROL
 AH2637
 AH2637  NAD 83(1986)-  35 36 07.13765(N)    080 54 54.36667(W) AD(       ) 4
 AH2637  NGVD 29 (08/11/98)  260.02   (m)          853.1    (f) LEVELING    3  
 AH2637
 AH2637.Superseded values are not recommended for survey control.
 AH2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2637.See file dsdata.txt to determine how the superseded data were derived.
 AH2637
 AH2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0769039807(NAD 83)
 AH2637_MARKER: DB = BENCH MARK DISK
 AH2637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2637_SP_SET: HEADWALL
 AH2637_STAMPING: 19 JAS 1965 853
 AH2637_MARK LOGO: USGS  
 AH2637_PROJECTION: FLUSH
 AH2637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2637+STABILITY: SURFACE MOTION
 AH2637
 AH2637  HISTORY     - Date     Condition        Report By
 AH2637  HISTORY     - 1965     MONUMENTED       USGS
 AH2637  HISTORY     - 19860101 GOOD             NCGS
 AH2637
 AH2637                          STATION DESCRIPTION
 AH2637
 AH2637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2637'STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) NORTHEAST OF TERRELL. ALONG
 AH2637'NC 150 FOR 6.6 KM (4.1 MI) NORTHEAST FROM THE POST OFFICE (IN
 AH2637'TERRELL), OR 1.4 KM (0.9 MI) NORTHWEST OF THE BEREA BAPTIST CHURCH.
 AH2637'MARK IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST END OF THE
 AH2637'NORTHWEST CULVERT HEADWALL, ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 AH2637'LOCATED 4.27 M (14.01 FT) NORTHWEST OF THE CENTERLINE OF NC 150.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2434 ***********************************************************************
 EZ2434  DESIGNATION -  19 JS 1
 EZ2434  PID         -  EZ2434
 EZ2434  STATE/COUNTY-  NC/WAKE
 EZ2434  USGS QUAD   -  KNIGHTDALE (1993)
 EZ2434
 EZ2434                         *CURRENT SURVEY CONTROL
 EZ2434  ___________________________________________________________________
 EZ2434* NAD 83(2001)-  35 48 11.94920(N)    078 25 20.27449(W)     ADJUSTED  
 EZ2434* NAVD 88     -       102.201  (meters)     335.30   (feet)  ADJUSTED  
 EZ2434  ___________________________________________________________________
 EZ2434  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 EZ2434  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EZ2434  DYNAMIC HT  -         102.111 (meters)     335.01  (feet)  COMP
 EZ2434  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 EZ2434
 EZ2434  HORZ ORDER  -  SECOND
 EZ2434  VERT ORDER  -  SECOND    CLASS II
 EZ2434
 EZ2434.The horizontal coordinates were established by classical geodetic methods
 EZ2434.and adjusted by the National Geodetic Survey in August 2005.
 EZ2434
 EZ2434.The orthometric height was determined by differential leveling
 EZ2434.and adjusted in June 1991.
 EZ2434
 EZ2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2434
 EZ2434.The geoid height was determined by GEOID03.
 EZ2434
 EZ2434.The dynamic height is computed by dividing the NAVD 88
 EZ2434.geopotential number by the normal gravity value computed on the
 EZ2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2434.degrees latitude (g = 980.6199 gals.).
 EZ2434
 EZ2434.The modeled gravity was interpolated from observed gravity values.
 EZ2434
 EZ2434;                    North         East     Units Scale Factor Converg.
 EZ2434;SPC NC       -   227,930.862   661,813.416   MT  0.99991882   +0 20 00.4
 EZ2434;SPC NC       -   747,803.17  2,171,299.52   sFT  0.99991882   +0 20 00.4
 EZ2434;UTM  17      - 3,965,200.391   732,922.614   MT  1.00026858   +1 30 31.1
 EZ2434
 EZ2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2434!SPC NC       -   0.99998926  x   0.99991882  =   0.99990808
 EZ2434!UTM  17      -   0.99998926  x   1.00026858  =   1.00025784
 EZ2434
 EZ2434                          SUPERSEDED SURVEY CONTROL
 EZ2434
 EZ2434  NAD 83(1986)-  35 48 11.95538(N)    078 25 20.28605(W) AD(       ) 2
 EZ2434  NGVD 29 (??/??/92)  102.484  (m)          336.23   (f) ADJ UNCH    2 2
 EZ2434
 EZ2434.Superseded values are not recommended for survey control.
 EZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2434.See file dsdata.txt to determine how the superseded data were derived.
 EZ2434
 EZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3292365200(NAD 83)
 EZ2434_MARKER: DD = SURVEY DISK
 EZ2434_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2434_STAMPING: 19 JS 1 1962
 EZ2434_PROJECTION: FLUSH
 EZ2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2434+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 EZ2434
 EZ2434  HISTORY     - Date     Condition        Report By
 EZ2434  HISTORY     - 1962     MONUMENTED       NCDOT
 EZ2434  HISTORY     - 1976     GOOD             NCGS
 EZ2434  HISTORY     - 19860506 GOOD             NCGS
 EZ2434  HISTORY     - 20070123 GOOD             GEOCAC
 EZ2434
 EZ2434                          STATION DESCRIPTION
 EZ2434
 EZ2434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2434'1.2 MI NW FROM EAGLE ROCK.
 EZ2434'TO REACH STATION FROM THE JUNCTION OF THE EAST BOUND LANES OF US 64
 EZ2434'BUSINESS AND US 64 BYPASS ABOUT MIDWAY BETWEEN WENDELL AND KNIGHTDALE,
 EZ2434'PROCEED EAST ALONG US 64 BUSINESS FOR 0.45 MILE TO STATION ON RIGHT,
 EZ2434'APPROXIMATELY 275 FEET EAST OF AN ASPHALT CROSSOVER, 900 FEET WEST OF
 EZ2434'INTERSECTION WITH SR 1003 CROSSROADS. 30.0 FT. S OF CENTERLINE OF US
 EZ2434'64 BUSINESS, 38.9 FT. E OF NORTHERNMOST LAHOYA FARMS SIGN POST WITH
 EZ2434'ALUMINUM REF. TAG 7.5 FT. N OF FENCE POST WITH ALUMINUM REF. TAG, 14.4
 EZ2434'FT. NW OF FENCE POST WITH ALUMINUM REF. TAG AND 13.2 FT. ENE OF FENCE
 EZ2434'POST WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE PRECAST
 EZ2434'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND AND 3 FEET HIGHER
 EZ2434'THAN ROAD.
 EZ2434
 EZ2434                          STATION RECOVERY (1986)
 EZ2434
 EZ2434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ2434'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH-NORTHWEST OF WENDELL
 EZ2434'AND 5.3 KM (3.30 MI) EAST-NORTHEAST OF KNIGHTDALE. ALONG US 64
 EZ2434'BUSINESS FOR 0.65 KM (0.40 MI) SOUTHEAST FROM THE JUNCTION OF US 64
 EZ2434'BUSINESS AND BYPASS OR 0.25 KM (0.15 MI) NORTHWEST OF SR 1003 ON A
 EZ2434'SMALL BANK NEAR FENCE LINE. MARK PROJECTS 1-FOOT ABOVE GROUND.
 EZ2434'LOCATED 9.1 M (29.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE US 64
 EZ2434'BUSINESS EAST BOUND LANE, 1.4 M (4.6 FT) EAST-SOUTHEAST OF A FIRE
 EZ2434'HYDRANT, 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF WATER VALVE COVER, AND 2.5
 EZ2434'M (8.2 FT) NORTHEAST OF FENCE POST WITH A REFERENCE TAG.
 EZ2434
 EZ2434                          STATION RECOVERY (2007)
 EZ2434
 EZ2434'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2434'RECOVERED AS DESCRIBED.
 EZ2434' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1848 ***********************************************************************
 EZ1848  DESIGNATION -  19 JS 20
 EZ1848  PID         -  EZ1848
 EZ1848  STATE/COUNTY-  NC/WAKE
 EZ1848  USGS QUAD   -  ZEBULON (1981)
 EZ1848
 EZ1848                         *CURRENT SURVEY CONTROL
 EZ1848  ___________________________________________________________________
 EZ1848* NAD 83(1986)-  35 49 44.     (N)    078 17 51.     (W)     SCALED    
 EZ1848* NAVD 88     -        91.653  (meters)     300.70   (feet)  ADJUSTED  
 EZ1848  ___________________________________________________________________
 EZ1848  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EZ1848  DYNAMIC HT  -          91.573 (meters)     300.44  (feet)  COMP
 EZ1848  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 EZ1848
 EZ1848  VERT ORDER  -  SECOND    CLASS I
 EZ1848
 EZ1848.The horizontal coordinates were scaled from a topographic map and have
 EZ1848.an estimated accuracy of +/- 6 seconds.
 EZ1848
 EZ1848.The orthometric height was determined by differential leveling
 EZ1848.and adjusted in June 1991.
 EZ1848
 EZ1848.The geoid height was determined by GEOID03.
 EZ1848
 EZ1848.The dynamic height is computed by dividing the NAVD 88
 EZ1848.geopotential number by the normal gravity value computed on the
 EZ1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1848.degrees latitude (g = 980.6199 gals.).
 EZ1848
 EZ1848.The modeled gravity was interpolated from observed gravity values.
 EZ1848
 EZ1848;                    North         East    Units  Estimated Accuracy
 EZ1848;SPC NC       -   230,840.      673,070.      MT  (+/- 180 meters Scaled)
 EZ1848
 EZ1848                          SUPERSEDED SURVEY CONTROL
 EZ1848
 EZ1848  NGVD 29 (??/??/92)   91.939  (m)          301.64   (f) ADJ UNCH    2 1
 EZ1848
 EZ1848.Superseded values are not recommended for survey control.
 EZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1848.See file dsdata.txt to determine how the superseded data were derived.
 EZ1848
 EZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV441683(NAD 83)
 EZ1848_MARKER: DE = TRAVERSE STATION DISK
 EZ1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1848_SP_SET: CONCRETE POST
 EZ1848_STAMPING: 19 JS 20 1962
 EZ1848_MARK LOGO: NCDOT 
 EZ1848_PROJECTION: FLUSH
 EZ1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1848+STABILITY: SURFACE MOTION
 EZ1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1848+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 EZ1848
 EZ1848  HISTORY     - Date     Condition        Report By
 EZ1848  HISTORY     - 1962     MONUMENTED       NCDOT
 EZ1848  HISTORY     - 1978     GOOD             NCGS
 EZ1848  HISTORY     - 20050425 GOOD             USPSQD
 EZ1848
 EZ1848                          STATION DESCRIPTION
 EZ1848
 EZ1848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1848'1.0 MI EAST FROM ZEBULON.
 EZ1848'TO REACH STATION FROM THE INTERSECTION OF NC 96 ARENDELL AVE. AND NC
 EZ1848'97 CANNON AVE. IN ZEBULON, PROCEED EAST ALONG NC 97 FOR 1.0 MILES ON
 EZ1848'THE RIGHT, APPROXIMATELY 1500 FEET WEST OF THE U.S. 264 UNDERPASS,
 EZ1848'33.8 FT. SOUTH OF CENTERLINE OF NC 97, 1.3 FT. NORTH OF SERVICE POLE
 EZ1848'NUMBER 16 WITH ALUMINUM TAG, AND 135.9 FT. SOUTHWEST OF 10 INCH
 EZ1848'PINE WITH ALUMINUM TAG.
 EZ1848
 EZ1848                          STATION RECOVERY (2005)
 EZ1848
 EZ1848'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ1848'N 35 49.717
 EZ1848'W 078 17.858
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1850 ***********************************************************************
 EZ1850  DESIGNATION -  19 JS 21
 EZ1850  PID         -  EZ1850
 EZ1850  STATE/COUNTY-  NC/WAKE
 EZ1850  USGS QUAD   -  ZEBULON (1981)
 EZ1850
 EZ1850                         *CURRENT SURVEY CONTROL
 EZ1850  ___________________________________________________________________
 EZ1850* NAD 83(1986)-  35 49 46.     (N)    078 17 40.     (W)     SCALED    
 EZ1850* NAVD 88     -        88.717  (meters)     291.07   (feet)  ADJUSTED  
 EZ1850  ___________________________________________________________________
 EZ1850  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EZ1850  DYNAMIC HT  -          88.639 (meters)     290.81  (feet)  COMP
 EZ1850  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 EZ1850
 EZ1850  VERT ORDER  -  SECOND    CLASS I
 EZ1850
 EZ1850.The horizontal coordinates were scaled from a topographic map and have
 EZ1850.an estimated accuracy of +/- 6 seconds.
 EZ1850
 EZ1850.The orthometric height was determined by differential leveling
 EZ1850.and adjusted in June 1991.
 EZ1850
 EZ1850.The geoid height was determined by GEOID03.
 EZ1850
 EZ1850.The dynamic height is computed by dividing the NAVD 88
 EZ1850.geopotential number by the normal gravity value computed on the
 EZ1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1850.degrees latitude (g = 980.6199 gals.).
 EZ1850
 EZ1850.The modeled gravity was interpolated from observed gravity values.
 EZ1850
 EZ1850;                    North         East    Units  Estimated Accuracy
 EZ1850;SPC NC       -   230,900.      673,350.      MT  (+/- 180 meters Scaled)
 EZ1850
 EZ1850                          SUPERSEDED SURVEY CONTROL
 EZ1850
 EZ1850  NGVD 29 (??/??/92)   89.003  (m)          292.00   (f) ADJ UNCH    2 1
 EZ1850
 EZ1850.Superseded values are not recommended for survey control.
 EZ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1850.See file dsdata.txt to determine how the superseded data were derived.
 EZ1850
 EZ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV443684(NAD 83)
 EZ1850_MARKER: DE = TRAVERSE STATION DISK
 EZ1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1850_SP_SET: CONCRETE POST
 EZ1850_STAMPING: 19 JS 21 1962
 EZ1850_MARK LOGO: NCDOT 
 EZ1850_PROJECTION: PROJECTING 5 CENTIMETERS
 EZ1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1850+STABILITY: SURFACE MOTION
 EZ1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1850+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 EZ1850
 EZ1850  HISTORY     - Date     Condition        Report By
 EZ1850  HISTORY     - 1962     MONUMENTED       NCDOT
 EZ1850  HISTORY     - 1978     GOOD             NCGS
 EZ1850  HISTORY     - 20070216 GOOD             GEOCAC
 EZ1850
 EZ1850                          STATION DESCRIPTION
 EZ1850
 EZ1850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1850'1.2 MI EAST FROM ZEBULON.
 EZ1850'TO REACH STATION FROM THE INTERSECTION OF NC 96 ARENDELL AVE. AND NC
 EZ1850'97 CANNON AVE. IN ZEBULON, PROCEED EAST ALONG NC 97 FOR 1.1 MILES TO
 EZ1850'Y INTERSECTION OF OLD U.S. 264 AND NC 97 AND STATION BETWEEN THE TWO
 EZ1850'ROADS, 35.4 FT. SOUTH OF CENTERLINE OF NC 97, 69.6 FT. NORTH OF
 EZ1850'CENTERLINE OF OLD US 264, R.0 FT. WEST OF NORTHWEST CORNER OF
 EZ1850'TELEPHONE BOOTH BASE, 33.2 FT. NORTHEAST OF CENTER OF DROP INLET IRON
 EZ1850'COVER GRATE AND 46.3 FT. NORTHWEST OF NORTHWEST CORNER OF CONCRETE
 EZ1850'PUMP ISLAND.
 EZ1850
 EZ1850                          STATION RECOVERY (2007)
 EZ1850
 EZ1850'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1850'RECOVERED ON WAKE COUNTY PARCEL 2705972417. THE PUMP ISLAND HAS BEEN
 EZ1850'REMOVED. THE TELPHONE BOOTH IS GONE, BUT PART OF THE CEMENT BASE
 EZ1850'REMAINS.
 EZ1850'ADD THAT MARK IS 13.5 FEET NORTH OF THE CENTER OF A MONITORING WELL,
 EZ1850'31.1 FEET EAST OF A STOP SIGN, AND 40.3 FEET NORTH OF AN ELECTRICAL
 EZ1850'DROP POLE.
 EZ1850'NAD 83 THIRD-ORDER HORIZONTAL POSITION FROM NCDOT IS
 EZ1850'N35 49 45.23891, W078 17 40.24121
 EZ1850' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2376 ***********************************************************************
 EZ2376  DESIGNATION -  19 JS 3
 EZ2376  PID         -  EZ2376
 EZ2376  STATE/COUNTY-  NC/WAKE
 EZ2376  USGS QUAD   -  KNIGHTDALE (1993)
 EZ2376
 EZ2376                         *CURRENT SURVEY CONTROL
 EZ2376  ___________________________________________________________________
 EZ2376* NAD 83(1986)-  35 48 11.     (N)    078 23 58.     (W)     SCALED    
 EZ2376* NAVD 88     -        99.457  (meters)     326.30   (feet)  ADJUSTED  
 EZ2376  ___________________________________________________________________
 EZ2376  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 EZ2376  DYNAMIC HT  -          99.369 (meters)     326.01  (feet)  COMP
 EZ2376  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 EZ2376
 EZ2376  VERT ORDER  -  SECOND    CLASS II
 EZ2376
 EZ2376.The horizontal coordinates were scaled from a topographic map and have
 EZ2376.an estimated accuracy of +/- 6 seconds.
 EZ2376
 EZ2376.The orthometric height was determined by differential leveling
 EZ2376.and adjusted in June 1991.
 EZ2376
 EZ2376.The geoid height was determined by GEOID03.
 EZ2376
 EZ2376.The dynamic height is computed by dividing the NAVD 88
 EZ2376.geopotential number by the normal gravity value computed on the
 EZ2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2376.degrees latitude (g = 980.6199 gals.).
 EZ2376
 EZ2376.The modeled gravity was interpolated from observed gravity values.
 EZ2376
 EZ2376;                    North         East    Units  Estimated Accuracy
 EZ2376;SPC NC       -   227,910.      663,880.      MT  (+/- 180 meters Scaled)
 EZ2376
 EZ2376                          SUPERSEDED SURVEY CONTROL
 EZ2376
 EZ2376  NGVD 29 (??/??/92)   99.741  (m)          327.23   (f) ADJ UNCH    2 2
 EZ2376
 EZ2376.Superseded values are not recommended for survey control.
 EZ2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2376.See file dsdata.txt to determine how the superseded data were derived.
 EZ2376
 EZ2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV349652(NAD 83)
 EZ2376_MARKER: DD = SURVEY DISK
 EZ2376_SETTING: 0 = UNSPECIFIED SETTING
 EZ2376_STAMPING: 19 JS 3 1962
 EZ2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2376
 EZ2376  HISTORY     - Date     Condition        Report By
 EZ2376  HISTORY     - 1962     MONUMENTED       NCGS
 EZ2376  HISTORY     - 1976     GOOD             NCGS
 EZ2376  HISTORY     - 20050103 GOOD             GEOCAC
 EZ2376
 EZ2376                          STATION DESCRIPTION
 EZ2376
 EZ2376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2376'1.0 MI NNE FROM EAGLE ROCK.
 EZ2376'STATION IS LOCATED AT THE INTERSECTION OF NC 97 (OLD US 64 BYPASS) AND
 EZ2376'SR 2300, ON SOUTH SIDE OF THE T INTERSECTION, IN THE NORTHEAST CORNER
 EZ2376'OF THE HEPHZIBAH CHURCHYARD, APPROXIMATELY 500 FEET NORTHEAST OF THE
 EZ2376'JUNCTION OF US 64 BUSINESS WITH NC 97 FT.  40.3 FT. ESE OF CENTERLINE
 EZ2376'INTERSECTION OF NC 97 AND SR 2300, 73.1 FT. NNE OF CENTER OF
 EZ2376'EASTERNMOST REAR DOOR TO THE CHURCH, 111.8 FT. W OF CENTER OF FRONT OF
 EZ2376'HORTON CRYPT, 107.4 FT. WNW OF CENTER OF FRONT OF MARTIN CRYPT AND
 EZ2376'111.7 FT. NE OF TELEPHONE PEDESTAL.  DISK IS SET IN TOP OF CONCRETE
 EZ2376'PRECAST 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ2376
 EZ2376                          STATION RECOVERY (2005)
 EZ2376
 EZ2376'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2376'RECOVERED AS DESCRIBED IN YARD OF HISTORIC HEPHZIBAH BAPTIST CHURCH,
 EZ2376'3421 HIGHWAY NC97. MARK IS 63 FEET NNE OF NORTHEAST CORNER OF CHURCH
 EZ2376'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4438 ***********************************************************************
 FX4438  DESIGNATION -  19 LB 1
 FX4438  PID         -  FX4438
 FX4438  STATE/COUNTY-  NC/CAMDEN
 FX4438  USGS QUAD   -  LAKE DRUMMOND (1977)
 FX4438
 FX4438                         *CURRENT SURVEY CONTROL
 FX4438  ___________________________________________________________________
 FX4438* NAD 83(2001)-  36 32 48.28457(N)    076 22 29.38479(W)     ADJUSTED  
 FX4438* NAVD 88     -         5.9    (meters)      19.     (feet)  VERT ANG  
 FX4438  ___________________________________________________________________
 FX4438  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 FX4438  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 FX4438  HORZ ORDER  -  SECOND
 FX4438
 FX4438.The horizontal coordinates were established by classical geodetic methods
 FX4438.and adjusted by the National Geodetic Survey in August 2005.
 FX4438
 FX4438.The orthometric height was determined by vertical angle observations.
 FX4438
 FX4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4438
 FX4438.The geoid height was determined by GEOID03.
 FX4438
 FX4438;                    North         East     Units Scale Factor Converg.
 FX4438;SPC NC       -   313,380.133   844,654.474   MT  1.00012829   +1 30 54.6
 FX4438;SPC NC       - 1,028,147.99  2,771,170.55   sFT  1.00012829   +1 30 54.6
 FX4438;UTM  18      - 4,045,472.547   376,947.399   MT  0.99978655   -0 49 07.6
 FX4438
 FX4438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4438!SPC NC       -   1.00000485  x   1.00012829  =   1.00013314
 FX4438!UTM  18      -   1.00000485  x   0.99978655  =   0.99979140
 FX4438
 FX4438                          SUPERSEDED SURVEY CONTROL
 FX4438
 FX4438  NAD 83(1993)-  36 32 48.29490(N)    076 22 29.38451(W) AD(       ) 2
 FX4438  NAD 83(1986)-  36 32 48.29711(N)    076 22 29.41235(W) AD(       ) 2
 FX4438  NGVD 29 (11/01/90)    7.0    (m)           23.     (f) VERT ANG    3  
 FX4438
 FX4438.Superseded values are not recommended for survey control.
 FX4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4438.See file dsdata.txt to determine how the superseded data were derived.
 FX4438
 FX4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7694745473(NAD 83)
 FX4438_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4438_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FX4438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4438_STAMPING: 19 LB 1 1975
 FX4438_MARK LOGO: NCHC  
 FX4438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX4438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4438+STABILITY: SURFACE MOTION
 FX4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4438+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 FX4438
 FX4438  HISTORY     - Date     Condition        Report By
 FX4438  HISTORY     - 1975     MONUMENTED       NCHC
 FX4438  HISTORY     - 1978     GOOD             NCGS
 FX4438  HISTORY     - 19941026 GOOD             NCGS
 FX4438
 FX4438                          STATION DESCRIPTION
 FX4438
 FX4438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4438'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES NORTH-NORTHWEST OF
 FX4438'SOUTH MILLS.
 FX4438'
 FX4438'TO REACH THE STATION FROM THE US 17 CROSSING OF THE NORTH CAROLINA-
 FX4438'VIRGINIA STATE LINE, PROCEED SOUTH-SOUTHEAST ALONG US 17 FOR 0.3 MILE
 FX4438'TO STATION ON RIGHT IN SHOULDER AT A SPEED LIMIT SIGN.
 FX4438'
 FX4438'STATION MARK IS A STANDARD NCHC DISK STAMPED---19 LB 1 1975---SET IN
 FX4438'TOP OF A 6 INCH CONCRETE MONUMENT, 8 INCHES BELOW GROUND SURFACE.
 FX4438'MARK IS 16.6 FEET WEST OF THE CENTERLINE OF US 17, 3.4 FEET EAST OF A
 FX4438'SPEED LIMIT SIGN POST AND 23.6 FEET EAST-SOUTHEAST OF A GUM, 35.4 FEET
 FX4438'NORTHEAST OF A 30 INCH PINE, 54.0 FEET NORTH OF A 24 INCH PINE, AND
 FX4438'65.8 FEET WEST OF A 15 INCH MAPLE ALL WITH REFERENCE TAGS.
 FX4438
 FX4438                          STATION RECOVERY (1994)
 FX4438
 FX4438'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4438'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MARK IS
 FX4438'ABOUT 2-FT LOWER THAN THE HIGHWAY AND IS RECESSED 10 INCHES BELOW THE
 FX4438'GROUND.  LOCATED 20.3 FT (6.2 M) WEST OF THE CENTERLINE OF THE
 FX4438'SOUTHBOUND LANES OF US 17, AND 10.5 FT (3.2 M) SOUTHEAST OF A SPEED
 FX4438'LIMIT SIGN POST.  THE 15 INCH MAPLE IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2676 ***********************************************************************
 FX2676  DESIGNATION -  19 LB 10
 FX2676  PID         -  FX2676
 FX2676  STATE/COUNTY-  NC/PASQUOTANK
 FX2676  USGS QUAD   -  SOUTH MILLS (1982)
 FX2676
 FX2676                         *CURRENT SURVEY CONTROL
 FX2676  ___________________________________________________________________
 FX2676* NAD 83(1986)-  36 24 49.42525(N)    076 20 22.12033(W)     ADJUSTED  
 FX2676* NAVD 88     -         4.431  (meters)      14.54   (feet)  ADJUSTED  
 FX2676  ___________________________________________________________________
 FX2676  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 FX2676  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX2676  DYNAMIC HT  -           4.428 (meters)      14.53  (feet)  COMP
 FX2676  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 FX2676
 FX2676  HORZ ORDER  -  SECOND
 FX2676  VERT ORDER  -  SECOND    CLASS II
 FX2676
 FX2676.The horizontal coordinates were established by classical geodetic methods
 FX2676.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX2676
 FX2676.The orthometric height was determined by differential leveling
 FX2676.and adjusted in June 1991.
 FX2676
 FX2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2676
 FX2676.The geoid height was determined by GEOID03.
 FX2676
 FX2676.The dynamic height is computed by dividing the NAVD 88
 FX2676.geopotential number by the normal gravity value computed on the
 FX2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2676.degrees latitude (g = 980.6199 gals.).
 FX2676
 FX2676.The modeled gravity was interpolated from observed gravity values.
 FX2676
 FX2676;                    North         East     Units Scale Factor Converg.
 FX2676;SPC NC       -   298,707.622   848,214.599   MT  1.00007833   +1 32 08.1
 FX2676;SPC NC       -   980,009.92  2,782,850.73   sFT  1.00007833   +1 32 08.1
 FX2676;UTM  18      - 4,030,672.056   379,906.509   MT  0.99977769   -0 47 42.8
 FX2676
 FX2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2676!SPC NC       -   1.00000511  x   1.00007833  =   1.00008344
 FX2676!UTM  18      -   1.00000511  x   0.99977769  =   0.99978279
 FX2676
 FX2676                          SUPERSEDED SURVEY CONTROL
 FX2676
 FX2676  NAD 83(1993)-  36 24 49.42160(N)    076 20 22.10115(W) AD(       ) 2
 FX2676  NAD 83(1986)-  36 24 49.42352(N)    076 20 22.12417(W) AD(       ) 2
 FX2676  NAVD 88 (05/05/03)    4.43   (m)           14.5    (f) LEVELING    3  
 FX2676  NGVD 29 (11/01/90)    4.72   (m)           15.5    (f) LEVELING    3  
 FX2676
 FX2676.Superseded values are not recommended for survey control.
 FX2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2676.See file dsdata.txt to determine how the superseded data were derived.
 FX2676
 FX2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7990730672(NAD 83)
 FX2676_MARKER: DE = TRAVERSE STATION DISK
 FX2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2676_SP_SET: CONCRETE POST
 FX2676_STAMPING: 19 LB 10 1976
 FX2676_MARK LOGO: NCHC  
 FX2676_PROJECTION: FLUSH
 FX2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2676+STABILITY: SURFACE MOTION
 FX2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2676+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1996
 FX2676
 FX2676  HISTORY     - Date     Condition        Report By
 FX2676  HISTORY     - 1976     MONUMENTED       NCHC
 FX2676  HISTORY     - 1978     GOOD             NCGS
 FX2676  HISTORY     - 1978     GOOD             NCGS
 FX2676  HISTORY     - 1980     GOOD             NCGS
 FX2676  HISTORY     - 19960409 GOOD             NCGS
 FX2676  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 FX2676
 FX2676                          STATION DESCRIPTION
 FX2676
 FX2676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2676'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE SOUTHEAST OF MORGANS
 FX2676'CORNER AND 10.3 MILES NORTHWEST OF ELIZABETH CITY.
 FX2676'
 FX2676'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX2676'MORGANS CORNER, PROCEED SOUTHEAST ALONG US 17 FOR 0.6 MILE TO STATION
 FX2676'ON RIGHT, BESIDE A POWER POLE, APPROXIMATELY 300 FEET WEST OF CAMDEN-
 FX2676'PASQUOTANK BANK, AND 0.3 MILE SOUTHEAST OF SR 1532.
 FX2676'
 FX2676'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX2676'STAMPED---19 LB 10 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT,
 FX2676'FLUSH WITH GROUND SURFACE.  MARK IS 33.3 FEET SOUTHWEST OF CENTERLINE
 FX2676'OF US 17, 2.2 FEET NORTHEAST OF POWER POLE Q0343/V031 WITH
 FX2676'TRANSFORMER AND REFERENCE TAG, 75.8 FEET WEST-SOUTHWEST OF TELEPHONE
 FX2676'POLE 69 WITH REFERENCE TAG AND 174.6 FEET NORTH-NORTHWEST OF NORTHWEST
 FX2676'CORNER OF BRICK HOUSE.
 FX2676
 FX2676                          STATION RECOVERY (1978)
 FX2676
 FX2676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2676'0.6 MI SE FROM MORGANS CORNER.
 FX2676'0.6 MILE SOUTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 158
 FX2676'AT MORGANS CORNER BESIDE A POWER POLE APPROXIMATELY 300 FEET WEST
 FX2676'OF AND ACROSS HIGHWAY FROM CAMDEN-PASQUOTANK BANK. 33.3 FEET SOUTH-
 FX2676'WEST OF CENTERLINE OF HIGHWAY, 2.2 FEET NORTHEAST OF POWER POLE
 FX2676'(Q0343/V031) WITH TRANSFORMER AND REFERENCE TAG, 75.8 FEET WEST-
 FX2676'SOUTHWEST OF TELEPHONE POLE (69) WITH REFERENCE TAG, 152.6 FEET
 FX2676'WEST-NORTHWEST OF NORTHWEST END OF CULVERT UNDER DRIVE TO COLSON
 FX2676'BRICK HOUSE AND 174.6 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF
 FX2676'HOUSE.
 FX2676'THE MARK IS 1 FT BELOW HIGHWAY.
 FX2676
 FX2676                          STATION RECOVERY (1980)
 FX2676
 FX2676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2676'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX2676
 FX2676                          STATION RECOVERY (1996)
 FX2676
 FX2676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX2676'RECOVERED IN GOOD CONDITION.
 FX2676
 FX2676                          STATION RECOVERY (2006)
 FX2676
 FX2676'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2676'REFERENCE TO US 17 IS INCORRECT.  REFERENCE MAY POSSIBLY BE FOR OLD US
 FX2676'17.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2675 ***********************************************************************
 FX2675  DESIGNATION -  19 LB 11
 FX2675  PID         -  FX2675
 FX2675  STATE/COUNTY-  NC/PASQUOTANK
 FX2675  USGS QUAD   -  SOUTH MILLS (1982)
 FX2675
 FX2675                         *CURRENT SURVEY CONTROL
 FX2675  ___________________________________________________________________
 FX2675* NAD 83(2001)-  36 24 27.30398(N)    076 19 49.56452(W)     ADJUSTED  
 FX2675* NAVD 88     -         3.898  (meters)      12.79   (feet)  ADJUSTED  
 FX2675  ___________________________________________________________________
 FX2675  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 FX2675  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX2675  DYNAMIC HT  -           3.895 (meters)      12.78  (feet)  COMP
 FX2675  MODELED GRAV-     979,858.6   (mgal)                       NAVD 88
 FX2675
 FX2675  HORZ ORDER  -  SECOND
 FX2675  VERT ORDER  -  SECOND    CLASS II
 FX2675
 FX2675.The horizontal coordinates were established by classical geodetic methods
 FX2675.and adjusted by the National Geodetic Survey in August 2005.
 FX2675
 FX2675.The orthometric height was determined by differential leveling
 FX2675.and adjusted in June 1991.
 FX2675
 FX2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2675
 FX2675.The geoid height was determined by GEOID03.
 FX2675
 FX2675.The dynamic height is computed by dividing the NAVD 88
 FX2675.geopotential number by the normal gravity value computed on the
 FX2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2675.degrees latitude (g = 980.6199 gals.).
 FX2675
 FX2675.The modeled gravity was interpolated from observed gravity values.
 FX2675
 FX2675;                    North         East     Units Scale Factor Converg.
 FX2675;SPC NC       -   298,047.722   849,043.801   MT  1.00007616   +1 32 26.9
 FX2675;SPC NC       -   977,844.90  2,785,571.20   sFT  1.00007616   +1 32 26.9
 FX2675;UTM  18      - 4,029,979.190   380,707.949   MT  0.99977533   -0 47 23.1
 FX2675
 FX2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2675!SPC NC       -   1.00000519  x   1.00007616  =   1.00008136
 FX2675!UTM  18      -   1.00000519  x   0.99977533  =   0.99978052
 FX2675
 FX2675                          SUPERSEDED SURVEY CONTROL
 FX2675
 FX2675  NAD 83(1993)-  36 24 27.31393(N)    076 19 49.56884(W) AD(       ) 2
 FX2675  NAD 83(1986)-  36 24 27.31594(N)    076 19 49.59163(W) AD(       ) 2
 FX2675  NGVD 29 (11/01/90)    4.18   (m)           13.7    (f) LEVELING    3  
 FX2675
 FX2675.Superseded values are not recommended for survey control.
 FX2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2675.See file dsdata.txt to determine how the superseded data were derived.
 FX2675
 FX2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8070829979(NAD 83)
 FX2675_MARKER: DE = TRAVERSE STATION DISK
 FX2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2675_SP_SET: CONCRETE POST
 FX2675_STAMPING: 19 LB 11 1976
 FX2675_MARK LOGO: NCDOT 
 FX2675_PROJECTION: RECESSED 3 CENTIMETERS
 FX2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2675+STABILITY: SURFACE MOTION
 FX2675
 FX2675  HISTORY     - Date     Condition        Report By
 FX2675  HISTORY     - 1976     MONUMENTED       NCHC
 FX2675  HISTORY     - 1978     GOOD             NCGS
 FX2675  HISTORY     - 1978     GOOD             NCGS
 FX2675  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 FX2675
 FX2675                          STATION DESCRIPTION
 FX2675
 FX2675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2675'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF MORGANS
 FX2675'CORNER AND 9.6 MILES NORTHWEST OF ELIZABETH CITY.
 FX2675'
 FX2675'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX2675'MORGANS CORNER, PROCEED SOUTHEAST ALONG US 17 FOR 1.25 MILES TO
 FX2675'STATION ON RIGHT AT CORNER OF WOODS AND AT NAGS HEAD FISHING PIER
 FX2675'BILLBOARD.
 FX2675'
 FX2675'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX2675'STAMPED---19 LN 11 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT, 1
 FX2675'INCH BELOW GROUND SURFACE.  MARK IS 37.0 FEET WEST-SOUTHWEST OF
 FX2675'CENTERLINE OF US 17, 24.2 FEET NORTHWEST OF SOUTHEAST END OF CULVERT,
 FX2675'3.0 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 19.6 FEET
 FX2675'NORTHEAST OF EAST POST OF BILLBOARD WITH REFERENCE TAG AND 61.7 FEET
 FX2675'NORTH OF TWIN TRUNK POPLAR WITH REFERENCE TAG.
 FX2675
 FX2675                          STATION RECOVERY (1978)
 FX2675
 FX2675'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2675'1.2 MI SE FROM MORGANS CORNER.
 FX2675'1.25 MILES SOUTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 158
 FX2675'AT MORGANS CORNER AT A NAGS HEAD FISHING PIER BILLBOARD AT CORNER
 FX2675'OF WOODS. 37.0 FEET WEST-SOUTHWEST OF CENTERLINE OF HIGHWAY, 24.2
 FX2675'FEET NORTHWEST OF SOUTHEAST END OF CULVERT UNDER BILLBOARD ACCESS
 FX2675'DRIVE, 3.0 FEET SOUTHWEST OF POWER POLE (Q0443/BJ69/158) WITH
 FX2675'REFERENCE TAG, 19.6 FEET NORTHEAST OF EASTERNMOST POST OF BILLBOARD
 FX2675'WITH REFERENCE TAG AND 61.7 FEET NORTH OF 18 INCH TWIN TULIP
 FX2675'POPLAR WITH REFERENCE TAG.
 FX2675'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2675
 FX2675                          STATION RECOVERY (2006)
 FX2675
 FX2675'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2675'REFERENCE TO US 17 IS INCORRECT.  IT IS PROBABLE REFERENCE SHOULD BE
 FX2675'TO OLD US 17.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4439 ***********************************************************************
 FX4439  DESIGNATION -  19 LB 12
 FX4439  PID         -  FX4439
 FX4439  STATE/COUNTY-  NC/PASQUOTANK
 FX4439  USGS QUAD   -  SOUTH MILLS (1982)
 FX4439
 FX4439                         *CURRENT SURVEY CONTROL
 FX4439  ___________________________________________________________________
 FX4439* NAD 83(2001)-  36 23 36.49178(N)    076 18 38.94719(W)     ADJUSTED  
 FX4439* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 FX4439  ___________________________________________________________________
 FX4439  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 FX4439  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 FX4439  HORZ ORDER  -  SECOND
 FX4439
 FX4439.The horizontal coordinates were established by classical geodetic methods
 FX4439.and adjusted by the National Geodetic Survey in August 2005.
 FX4439
 FX4439.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4439
 FX4439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4439
 FX4439.The geoid height was determined by GEOID03.
 FX4439
 FX4439;                    North         East     Units Scale Factor Converg.
 FX4439;SPC NC       -   296,529.433   850,845.219   MT  1.00007120   +1 33 07.6
 FX4439;SPC NC       -   972,863.65  2,791,481.36   sFT  1.00007120   +1 33 07.6
 FX4439;UTM  18      - 4,028,389.391   382,445.622   MT  0.99977026   -0 46 40.2
 FX4439
 FX4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4439!SPC NC       -   1.00000537  x   1.00007120  =   1.00007657
 FX4439!UTM  18      -   1.00000537  x   0.99977026  =   0.99977563
 FX4439
 FX4439                          SUPERSEDED SURVEY CONTROL
 FX4439
 FX4439  NAD 83(1993)-  36 23 36.50132(N)    076 18 38.95287(W) AD(       ) 2
 FX4439  NAD 83(1986)-  36 23 36.50402(N)    076 18 38.97457(W) AD(       ) 2
 FX4439  NGVD 29 (11/01/90)    3.2    (m)           10.     (f) VERT ANG    3  
 FX4439
 FX4439.Superseded values are not recommended for survey control.
 FX4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4439.See file dsdata.txt to determine how the superseded data were derived.
 FX4439
 FX4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8244628389(NAD 83)
 FX4439_MARKER: DE = TRAVERSE STATION DISK
 FX4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4439_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4439+STABILITY: SURFACE MOTION
 FX4439
 FX4439  HISTORY     - Date     Condition        Report By
 FX4439  HISTORY     - 1976     MONUMENTED       NCHC
 FX4439  HISTORY     - 1978     GOOD             NCGS
 FX4439
 FX4439                          STATION DESCRIPTION
 FX4439
 FX4439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4439'MONUMENT WAS FOUND PUSHED OVER WITH DISK MISSING.  SEPTEMBER 1980, CEH
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2672 ***********************************************************************
 FX2672  DESIGNATION -  19 LB 13
 FX2672  PID         -  FX2672
 FX2672  STATE/COUNTY-  NC/PASQUOTANK
 FX2672  USGS QUAD   -  SOUTH MILLS (1982)
 FX2672
 FX2672                         *CURRENT SURVEY CONTROL
 FX2672  ___________________________________________________________________
 FX2672* NAD 83(2001)-  36 23 22.34831(N)    076 18 20.02267(W)     ADJUSTED  
 FX2672* NAVD 88     -         2.451  (meters)       8.04   (feet)  ADJUSTED  
 FX2672  ___________________________________________________________________
 FX2672  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 FX2672  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 FX2672  DYNAMIC HT  -           2.449 (meters)       8.03  (feet)  COMP
 FX2672  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 FX2672
 FX2672  HORZ ORDER  -  SECOND
 FX2672  VERT ORDER  -  SECOND    CLASS II
 FX2672
 FX2672.The horizontal coordinates were established by classical geodetic methods
 FX2672.and adjusted by the National Geodetic Survey in August 2005.
 FX2672
 FX2672.The orthometric height was determined by differential leveling
 FX2672.and adjusted in June 1991.
 FX2672
 FX2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2672
 FX2672.The geoid height was determined by GEOID03.
 FX2672
 FX2672.The dynamic height is computed by dividing the NAVD 88
 FX2672.geopotential number by the normal gravity value computed on the
 FX2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2672.degrees latitude (g = 980.6199 gals.).
 FX2672
 FX2672.The modeled gravity was interpolated from observed gravity values.
 FX2672
 FX2672;                    North         East     Units Scale Factor Converg.
 FX2672;SPC NC       -   296,106.393   851,328.519   MT  1.00006983   +1 33 18.5
 FX2672;SPC NC       -   971,475.72  2,793,066.98   sFT  1.00006983   +1 33 18.5
 FX2672;UTM  18      - 4,027,947.186   382,911.185   MT  0.99976891   -0 46 28.7
 FX2672
 FX2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2672!SPC NC       -   1.00000544  x   1.00006983  =   1.00007527
 FX2672!UTM  18      -   1.00000544  x   0.99976891  =   0.99977435
 FX2672
 FX2672                          SUPERSEDED SURVEY CONTROL
 FX2672
 FX2672  NAD 83(1993)-  36 23 22.35766(N)    076 18 20.02870(W) AD(       ) 2
 FX2672  NAD 83(1986)-  36 23 22.36062(N)    076 18 20.05006(W) AD(       ) 2
 FX2672  NGVD 29 (11/01/90)    2.73   (m)            9.0    (f) LEVELING    3  
 FX2672
 FX2672.Superseded values are not recommended for survey control.
 FX2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2672.See file dsdata.txt to determine how the superseded data were derived.
 FX2672
 FX2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8291127947(NAD 83)
 FX2672_MARKER: DE = TRAVERSE STATION DISK
 FX2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2672_SP_SET: CONCRETE POST
 FX2672_STAMPING: 19 LB 13 1976
 FX2672_MARK LOGO: NCDOT 
 FX2672_PROJECTION: RECESSED 3 CENTIMETERS
 FX2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2672+STABILITY: SURFACE MOTION
 FX2672
 FX2672  HISTORY     - Date     Condition        Report By
 FX2672  HISTORY     - 1976     MONUMENTED       NCHC
 FX2672  HISTORY     - 1978     GOOD             NCGS
 FX2672  HISTORY     - 1978     GOOD             NCGS
 FX2672  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 FX2672
 FX2672                          STATION DESCRIPTION
 FX2672
 FX2672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2672'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTHEAST OF MORGANS
 FX2672'CORNER AND 7.8 MILES NORTHWEST OF ELIZABETH CITY.
 FX2672'
 FX2672'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX2672'MORGANS CORNER, PROCEED SOUTHEAST ALONG US 17 FOR 3.2 MILES TO STATION
 FX2672'ON LEFT IN YARD OF A HOUSE SOUTH OF HUDSONS STORE AND 1.4 MILES
 FX2672'NORTHWEST OF INTERSECTION WITH SR 1388.
 FX2672'
 FX2672'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX2672'STAMPED---19 LB 13 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT, 1
 FX2672'INCH BELOW GROUND SURFACE.  MARK IS 39.5 FEET EAST-NORTHEAST OF
 FX2672'CENTERLINE OF US 17, 134.2 FEET SOUTH OF SOUTH CORNER OF HUDSONS BLOCK
 FX2672'STORE, 61.1 FEET WEST OF SOUTH CORNER OF BRICK FOUNDATION OF FRAME
 FX2672'DWELLING, 83.8 FEET SOUTH OF POWER POLE Q0442/PM00 WITH REFERENCE TAG
 FX2672'AND 82.5 FEET NORTHWEST OF SERVICE POLE WITH REFERENCE TAG.
 FX2672
 FX2672                          STATION RECOVERY (1978)
 FX2672
 FX2672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2672'3.1 MI SE FROM MORGANS CORNER.
 FX2672'3.15 MILES SOUTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH U.S.
 FX2672'158 AT MORGANS CORNER, IN YARD OF A HOUSE SOUTH OF HUDSONS STORE
 FX2672'AND ACROSS HIGHWAY FROM A TWO STORY BRICK HOUSE. 39.5 FEET EAST-
 FX2672'NORTHEAST OF CENTERLINE OF HIGHWAY, 61.1 FEET WEST OF SOUTH
 FX2672'CORNER OF BRICK FOUNDATION OF A FRAME HOUSE, 134.2 FEET SOUTH OF
 FX2672'SOUTH CORNER OF HUDSONS STORE, 82.5 FEET NORTHWEST OF SERVICE POLE
 FX2672'WITH REFERENCE TAG AND 83.8 FEET SOUTH OF POWER POLE (Q0442/PM00)
 FX2672'WITH REFERENCE TAG.
 FX2672'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2672
 FX2672                          STATION RECOVERY (2006)
 FX2672
 FX2672'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2672'FOUND REFERENCE POLE Q0442.  NO THER BUILDINGS ETC. MATCH DESCRIPTION.
 FX2672'ROAD REFERENCE NOT CONSISTENT, NOW NAMED NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2670 ***********************************************************************
 FX2670  DESIGNATION -  19 LB 14
 FX2670  PID         -  FX2670
 FX2670  STATE/COUNTY-  NC/PASQUOTANK
 FX2670  USGS QUAD   -  PASQUOTANK (1982)
 FX2670
 FX2670                         *CURRENT SURVEY CONTROL
 FX2670  ___________________________________________________________________
 FX2670* NAD 83(2001)-  36 22 16.48822(N)    076 17 37.43915(W)     ADJUSTED  
 FX2670* NAVD 88     -         3.406  (meters)      11.17   (feet)  ADJUSTED  
 FX2670  ___________________________________________________________________
 FX2670  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 FX2670  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 FX2670  DYNAMIC HT  -           3.403 (meters)      11.16  (feet)  COMP
 FX2670  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 FX2670
 FX2670  HORZ ORDER  -  SECOND
 FX2670  VERT ORDER  -  SECOND    CLASS II
 FX2670
 FX2670.The horizontal coordinates were established by classical geodetic methods
 FX2670.and adjusted by the National Geodetic Survey in August 2005.
 FX2670
 FX2670.The orthometric height was determined by differential leveling
 FX2670.and adjusted in June 1991.
 FX2670
 FX2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2670
 FX2670.The geoid height was determined by GEOID03.
 FX2670
 FX2670.The dynamic height is computed by dividing the NAVD 88
 FX2670.geopotential number by the normal gravity value computed on the
 FX2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2670.degrees latitude (g = 980.6199 gals.).
 FX2670
 FX2670.The modeled gravity was interpolated from observed gravity values.
 FX2670
 FX2670;                    North         East     Units Scale Factor Converg.
 FX2670;SPC NC       -   294,105.813   852,444.795   MT  1.00006353   +1 33 43.1
 FX2670;SPC NC       -   964,912.15  2,796,729.30   sFT  1.00006353   +1 33 43.1
 FX2670;UTM  18      - 4,025,903.499   383,944.912   MT  0.99976595   -0 46 02.2
 FX2670
 FX2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2670!SPC NC       -   1.00000530  x   1.00006353  =   1.00006883
 FX2670!UTM  18      -   1.00000530  x   0.99976595  =   0.99977125
 FX2670
 FX2670                          SUPERSEDED SURVEY CONTROL
 FX2670
 FX2670  NAD 83(1993)-  36 22 16.49740(N)    076 17 37.44682(W) AD(       ) 2
 FX2670  NAD 83(1986)-  36 22 16.50086(N)    076 17 37.46665(W) AD(       ) 2
 FX2670  NGVD 29 (11/01/90)    3.69   (m)           12.1    (f) LEVELING    3  
 FX2670
 FX2670.Superseded values are not recommended for survey control.
 FX2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2670.See file dsdata.txt to determine how the superseded data were derived.
 FX2670
 FX2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8394525903(NAD 83)
 FX2670_MARKER: DE = TRAVERSE STATION DISK
 FX2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2670_SP_SET: CONCRETE POST
 FX2670_STAMPING: 19 LB 14 1976
 FX2670_MARK LOGO: NCDOT 
 FX2670_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2670+STABILITY: SURFACE MOTION
 FX2670
 FX2670  HISTORY     - Date     Condition        Report By
 FX2670  HISTORY     - 1976     MONUMENTED       NCHC
 FX2670  HISTORY     - 1978     GOOD             NCGS
 FX2670  HISTORY     - 1980     GOOD             NCGS
 FX2670
 FX2670                          STATION DESCRIPTION
 FX2670
 FX2670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2670'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES SOUTHEAST OF MORGANS
 FX2670'CORNER AND 6.3 MILES NORTHWEST OF ELIZABETH CITY.
 FX2670'
 FX2670'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX2670'MORGANS CORNER, PROCEED SOUTHEAST ALONG US 17 FOR 4.6 MILES TO
 FX2670'INTERSECTION WITH SR 1388 AND STATION IN SOUTH QUADRANT.
 FX2670'
 FX2670'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX2670'STAMPED---19 LB 14 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT, 1
 FX2670'INCH ABOVE GROUND SURFACE.  MARK IS 46.5 FEET SOUTHWEST OF CENTERLINE
 FX2670'OF US 17, 40.9 FEET SOUTHEAST OF CENTERLINE OF SR 1388 AND 15.8 FEET
 FX2670'SOUTHEAST OF POWER POLE WITH TRANSFORMER, 13.2 FEET WEST OF TELEPHONE
 FX2670'POLE 188, AND 11.0 FEET NORTHEAST OF NORTHEAST POST OF BILLBOARD ALL
 FX2670'WITH REFERENCE TAGS.
 FX2670
 FX2670                          STATION RECOVERY (1980)
 FX2670
 FX2670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2670'4.4 MI SE FROM MORGANS CORNER.
 FX2670'4.6 MILES SOUTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 158
 FX2670'AT MORGANS CORNER IN SOUTHEAST QUADRANT OF INTERSECTION WITH
 FX2670'SR 1388. 46.5 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 40.9 FEET
 FX2670'SOUTHEAST OF CENTERLINE OF ROAD, 11.0 FEET NORTHEAST OF NORTH-
 FX2670'EASTERNMOST POST OF BILLBOARD, 13.2 FEET WEST OF TELEPHONE POLE
 FX2670'(188) WITH REFERENCE TAG AND 15.8 FEET SOUTHEAST OF POWER POLE WITH
 FX2670'TRANSFORMER AND REFERENCE TAG.
 FX2670'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2668 ***********************************************************************
 FX2668  DESIGNATION -  19 LB 15
 FX2668  PID         -  FX2668
 FX2668  STATE/COUNTY-  NC/PASQUOTANK
 FX2668  USGS QUAD   -  PASQUOTANK (1982)
 FX2668
 FX2668                         *CURRENT SURVEY CONTROL
 FX2668  ___________________________________________________________________
 FX2668* NAD 83(2001)-  36 22 11.10686(N)    076 17 24.96225(W)     ADJUSTED  
 FX2668* NAVD 88     -         2.818  (meters)       9.25   (feet)  ADJUSTED  
 FX2668  ___________________________________________________________________
 FX2668  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 FX2668  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 FX2668  DYNAMIC HT  -           2.816 (meters)       9.24  (feet)  COMP
 FX2668  MODELED GRAV-     979,849.1   (mgal)                       NAVD 88
 FX2668
 FX2668  HORZ ORDER  -  SECOND
 FX2668  VERT ORDER  -  SECOND    CLASS II
 FX2668
 FX2668.The horizontal coordinates were established by classical geodetic methods
 FX2668.and adjusted by the National Geodetic Survey in August 2005.
 FX2668
 FX2668.The orthometric height was determined by differential leveling
 FX2668.and adjusted in June 1991.
 FX2668
 FX2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2668
 FX2668.The geoid height was determined by GEOID03.
 FX2668
 FX2668.The dynamic height is computed by dividing the NAVD 88
 FX2668.geopotential number by the normal gravity value computed on the
 FX2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2668.degrees latitude (g = 980.6199 gals.).
 FX2668
 FX2668.The modeled gravity was interpolated from observed gravity values.
 FX2668
 FX2668;                    North         East     Units Scale Factor Converg.
 FX2668;SPC NC       -   293,948.474   852,760.245   MT  1.00006301   +1 33 50.3
 FX2668;SPC NC       -   964,395.95  2,797,764.24   sFT  1.00006301   +1 33 50.3
 FX2668;UTM  18      - 4,025,733.520   384,253.615   MT  0.99976506   -0 45 54.7
 FX2668
 FX2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2668!SPC NC       -   1.00000539  x   1.00006301  =   1.00006840
 FX2668!UTM  18      -   1.00000539  x   0.99976506  =   0.99977045
 FX2668
 FX2668                          SUPERSEDED SURVEY CONTROL
 FX2668
 FX2668  NAD 83(1993)-  36 22 11.11605(N)    076 17 24.97025(W) AD(       ) 2
 FX2668  NAD 83(1986)-  36 22 11.11959(N)    076 17 24.98991(W) AD(       ) 2
 FX2668  NGVD 29 (11/01/90)    3.10   (m)           10.2    (f) LEVELING    3  
 FX2668
 FX2668.Superseded values are not recommended for survey control.
 FX2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2668.See file dsdata.txt to determine how the superseded data were derived.
 FX2668
 FX2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8425425734(NAD 83)
 FX2668_MARKER: DE = TRAVERSE STATION DISK
 FX2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2668_SP_SET: CONCRETE POST
 FX2668_STAMPING: 19 LB 15 1976
 FX2668_MARK LOGO: NCDOT 
 FX2668_PROJECTION: FLUSH
 FX2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2668+STABILITY: SURFACE MOTION
 FX2668
 FX2668  HISTORY     - Date     Condition        Report By
 FX2668  HISTORY     - 1976     MONUMENTED       NCHC
 FX2668  HISTORY     - 1978     GOOD             NCGS
 FX2668  HISTORY     - 1980     GOOD             NCGS
 FX2668
 FX2668                          STATION DESCRIPTION
 FX2668
 FX2668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2668'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES SOUTHEAST OF MORGANS
 FX2668'CORNER AND 6.1 MILES NORTHWEST OF ELIZABETH CITY.
 FX2668'
 FX2668'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX2668'MORGANS CORNER, PROCEED SOUTHEAST ALONG US 17 FOR 4.85 MILES TO
 FX2668'STATION ON RIGHT, ACROSS HIGHWAY FROM A WHITE HOUSE, AND 0.15 MILE
 FX2668'NORTHWEST OF SR 1333 CROSSROAD.
 FX2668'
 FX2668'STATION IS A STANDARD NCSHC TRAVERSE DISK
 FX2668'STAMPED---19 LB 15 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT,
 FX2668'FLUSH WITH GROUND SURFACE.  MARK IS 27.7 FEET SOUTHWEST OF CENTERLINE
 FX2668'OF US 17, 2.5 FEET NORTH OF TELEPHONE POLE 81 WITH REFERENCE TAG,
 FX2668'135.4 FEET WEST-NORTHWEST OF HIGHWAY CROSSROADS SIGN POST WITH
 FX2668'REFERENCE TAG, 99.6 FEET SOUTHEAST OF HIGHWAY NUMBER SIGN POST WITH
 FX2668'REFERENCE TAG AND 74.4 FEET SOUTHWEST OF SERVICE POLE WITH REFERENCE
 FX2668'TAG.
 FX2668
 FX2668                          STATION RECOVERY (1980)
 FX2668
 FX2668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2668'4.7 MI SE FROM MORGANS CORNER.
 FX2668'4.85 MILES SOUTHEAST ALONG U.S. 17 FROM THE INTERSECTION WITH
 FX2668'U.S. 158 AT MORGANS CORNER BESIDE A TELEPHONE POLE ACROSS HIGHWAY
 FX2668'FROM A WHITE FRAME HOUSE AND 0.15 MILE NORTHWEST OF SR 1333. 27.7
 FX2668'FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTH OF TELEPHONE
 FX2668'POLE (81) WITH REFERENCE TAG, 99.6 FEET SOUTHEAST OF HIGHWAY SIGN
 FX2668'POST WITH REFERENCE TAG, 74.4 FEET SOUTHWEST OF SERVICE POLE WITH
 FX2668'REFERENCE TAG AND 135.4 FEET WEST-NORTHWEST OF SIGN POST WITH
 FX2668'REFERENCE TAG.
 FX2668'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2661 ***********************************************************************
 FX2661  DESIGNATION -  19 LB 16
 FX2661  PID         -  FX2661
 FX2661  STATE/COUNTY-  NC/PASQUOTANK
 FX2661  USGS QUAD   -  PASQUOTANK (1982)
 FX2661
 FX2661                         *CURRENT SURVEY CONTROL
 FX2661  ___________________________________________________________________
 FX2661* NAD 83(2007)-  36 20 56.01041(N)    076 15 57.57544(W)     ADJUSTED  
 FX2661* NAVD 88     -         3.261  (meters)      10.70   (feet)  ADJUSTED  
 FX2661  ___________________________________________________________________
 FX2661  EPOCH DATE  -        2002.00
 FX2661  X           -   1,221,052.721 (meters)                     COMP
 FX2661  Y           -  -4,996,070.586 (meters)                     COMP
 FX2661  Z           -   3,759,422.168 (meters)                     COMP
 FX2661  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 FX2661  ELLIP HEIGHT-         -34.020 (meters)          (02/10/07) ADJUSTED
 FX2661  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 FX2661  DYNAMIC HT  -           3.259 (meters)      10.69  (feet)  COMP
 FX2661
 FX2661  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2661  Type    PID    Designation                      North   East  Ellip
 FX2661  -------------------------------------------------------------------
 FX2661  NETWORK FX2661 19 LB 16                          1.08   0.94   1.84
 FX2661  -------------------------------------------------------------------
 FX2661  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 FX2661
 FX2661  VERT ORDER  -  SECOND    CLASS II
 FX2661
 FX2661.The horizontal coordinates were established by GPS observations
 FX2661.and adjusted by the National Geodetic Survey in February 2007.
 FX2661
 FX2661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2661.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2661.The horizontal coordinates are valid at the epoch date displayed above.
 FX2661.The epoch date for horizontal control is a decimal equivalence
 FX2661.of Year/Month/Day.
 FX2661
 FX2661.The orthometric height was determined by differential leveling
 FX2661.and adjusted in June 1991.
 FX2661
 FX2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2661
 FX2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2661
 FX2661.The ellipsoidal height was determined by GPS observations
 FX2661.and is referenced to NAD 83.
 FX2661
 FX2661.The geoid height was determined by GEOID03.
 FX2661
 FX2661.The dynamic height is computed by dividing the NAVD 88
 FX2661.geopotential number by the normal gravity value computed on the
 FX2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2661.degrees latitude (g = 980.6199 gals.).
 FX2661
 FX2661.The modeled gravity was interpolated from observed gravity values.
 FX2661
 FX2661;                    North         East     Units Scale Factor Converg.
 FX2661;SPC NC       -   291,694.181   855,001.692   MT  1.00005596   +1 34 40.8
 FX2661;SPC NC       -   956,999.99  2,805,118.05   sFT  1.00005596   +1 34 40.8
 FX2661;UTM  18      - 4,023,390.707   386,400.970   MT  0.99975900   -0 45 01.6
 FX2661
 FX2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2661!SPC NC       -   1.00000534  x   1.00005596  =   1.00006130
 FX2661!UTM  18      -   1.00000534  x   0.99975900  =   0.99976434
 FX2661
 FX2661                          SUPERSEDED SURVEY CONTROL
 FX2661
 FX2661  NAD 83(2001)-  36 20 56.01099(N)    076 15 57.57508(W) AD(       ) 1
 FX2661  ELLIP H (03/13/03)  -34.033  (m)                       GP(       ) 4 2
 FX2661  NAD 83(1986)-  36 20 56.02593(N)    076 15 57.59371(W) AD(       ) 1
 FX2661  NAD 83(1993)-  36 20 56.02052(N)    076 15 57.58459(W) AD(       ) 2
 FX2661  NAD 83(1986)-  36 20 56.02363(N)    076 15 57.60460(W) AD(       ) 2
 FX2661  NAVD 88 (08/30/02)    3.26   (m)           10.7    (f) LEVELING    3  
 FX2661  NGVD 29 (11/01/90)    3.54   (m)           11.6    (f) LEVELING    3  
 FX2661
 FX2661.Superseded values are not recommended for survey control.
 FX2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2661.See file dsdata.txt to determine how the superseded data were derived.
 FX2661
 FX2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8640123391(NAD 83)
 FX2661_MARKER: DE = TRAVERSE STATION DISK
 FX2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2661_SP_SET: CONCRETE POST
 FX2661_STAMPING: 19 LB 16 1976
 FX2661_MARK LOGO: NCSHC 
 FX2661_PROJECTION: FLUSH
 FX2661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2661+STABILITY: SURFACE MOTION
 FX2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2661+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 FX2661
 FX2661  HISTORY     - Date     Condition        Report By
 FX2661  HISTORY     - 1976     MONUMENTED       NCHC
 FX2661  HISTORY     - 1979     GOOD             NCGS
 FX2661  HISTORY     - 1980     GOOD             NCGS
 FX2661  HISTORY     - 20011211 GOOD             NCGS
 FX2661
 FX2661                          STATION DESCRIPTION
 FX2661
 FX2661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (LFS)
 FX2661'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES NORTHWEST OF ELIZABETH
 FX2661'CITY AND 6.6 MILES SOUTHEAST OF MORGANS CORNER.
 FX2661'
 FX2661'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 158
 FX2661'IN ELIZABETH CITY, PROCEED NORTHEAST ALONG US 17 BYPASS FOR 4.9 MILES
 FX2661'TO INTERSECTION WITH SR 1350 AND STATION ON LEFT AT A POWER POLE.
 FX2661'
 FX2661'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX2661'STAMPED---19 LB 16 1976---SET IN TOP OF A 6 INCH CONCRETE POST FLUSH
 FX2661'WITH GROUND SURFACE.  MARK IS 32.0 FEET SOUTHWEST OF CENTERLINE OF
 FX2661'SOUTH BOUND LANES, 23.6 FEET SOUTH-SOUTHEAST OF SOUTH END OF CULVERT,
 FX2661'1.8 FEET NORTHEAST OF POWER POLE Q0540/PL61 WITH REFERENCE TAG, 28.7
 FX2661'FEET EAST OF 15 INCH PINE WITH REFERENCE TAG, 41.4 FEET NORTH-
 FX2661'NORTHWEST OF NORTHEAST SIGN POST WITH REFERENCE TAG AND 80.0 FEET
 FX2661'SOUTHEAST OF CENTERLINE PROLONGATION OF SR 1350.
 FX2661
 FX2661                          STATION RECOVERY (1980)
 FX2661
 FX2661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2661'4.2 MI NW FROM ELIZABETH CITY.
 FX2661'4.9 MILES NORTHERLY ALONG U.S. 17 BYPASS FROM THE INTERSECTION WITH
 FX2661'U.S. 158 IN ELIZABETH CITY AT INTERSECTION WITH SR 1350, 32.0 FEET
 FX2661'SOUTHWEST OF CENTERLINE OF SOUTH BOUND LANES, 23.6 FEET SOUTH-
 FX2661'SOUTHEAST OF SOUTH END OF CULVERT UNDER DRIVEWAY TO PASQUOTANK COUNTY
 FX2661'WATER TANK, 1.8 FEET NORTHEAST OF POWER POLE Q0540/PL61 WITH REFERENCE
 FX2661'TAG, 28.7 FEET EAST OF 15 INCH PINE WITH REFERENCE TAG, 41.4 FEET
 FX2661'NORTH-NORTHWEST OF NORTHEASTERNMOST SIGN POST WITH REFERENCE TAG AND
 FX2661'80.0 FEET SOUTHEAST OF PROLONGATION OF CENTERLINE SR 1350.
 FX2661'THE MARK IS 1.5 FT ABOVE HIGHWAY.
 FX2661
 FX2661                          STATION RECOVERY (2001)
 FX2661
 FX2661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2661'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 FX2661'MARK IS LOCATED 1.8 FT (0.5 M) NORTHEAST OF POWER POLE (Q0540L65).
 FX2661'REFERENCED 15 INCH PINE AND SIGN POST WITH REFERENCE TAGS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4440 ***********************************************************************
 FX4440  DESIGNATION -  19 LB 2
 FX4440  PID         -  FX4440
 FX4440  STATE/COUNTY-  NC/CAMDEN
 FX4440  USGS QUAD   -  LAKE DRUMMOND SE (1977)
 FX4440
 FX4440                         *CURRENT SURVEY CONTROL
 FX4440  ___________________________________________________________________
 FX4440* NAD 83(2001)-  36 31 12.82930(N)    076 21 43.72532(W)     ADJUSTED  
 FX4440* NAVD 88     -         5.7    (meters)      19.     (feet)  VERTCON   
 FX4440  ___________________________________________________________________
 FX4440  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 FX4440  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 FX4440  HORZ ORDER  -  SECOND
 FX4440
 FX4440.The horizontal coordinates were established by classical geodetic methods
 FX4440.and adjusted by the National Geodetic Survey in August 2005.
 FX4440
 FX4440.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4440
 FX4440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4440
 FX4440.The geoid height was determined by GEOID03.
 FX4440
 FX4440;                    North         East     Units Scale Factor Converg.
 FX4440;SPC NC       -   310,468.533   845,868.025   MT  1.00011789   +1 31 21.0
 FX4440;SPC NC       - 1,018,595.51  2,775,152.01   sFT  1.00011789   +1 31 21.0
 FX4440;UTM  18      - 4,042,514.950   378,041.021   MT  0.99978325   -0 48 38.6
 FX4440
 FX4440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4440!SPC NC       -   1.00000489  x   1.00011789  =   1.00012278
 FX4440!UTM  18      -   1.00000489  x   0.99978325  =   0.99978814
 FX4440
 FX4440                          SUPERSEDED SURVEY CONTROL
 FX4440
 FX4440  NAD 83(1993)-  36 31 12.83922(N)    076 21 43.72596(W) AD(       ) 2
 FX4440  NAD 83(1986)-  36 31 12.84062(N)    076 21 43.75598(W) AD(       ) 2
 FX4440  NGVD 29 (11/01/90)    6.0    (m)           20.     (f) VERT ANG    3  
 FX4440
 FX4440.Superseded values are not recommended for survey control.
 FX4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4440.See file dsdata.txt to determine how the superseded data were derived.
 FX4440
 FX4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7804142515(NAD 83)
 FX4440_MARKER: DE = TRAVERSE STATION DISK
 FX4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4440_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4440+STABILITY: SURFACE MOTION
 FX4440
 FX4440  HISTORY     - Date     Condition        Report By
 FX4440  HISTORY     - 1975     MONUMENTED       NCHC
 FX4440  HISTORY     - 1978     GOOD             NCGS
 FX4440
 FX4440                          STATION DESCRIPTION
 FX4440
 FX4440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4440'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTH-NORTHWEST OF
 FX4440'SOUTH MILLS AND ALONG US 17, 2.3 MILES SOUTH-SOUTHEAST OF THE NORTH
 FX4440'CAROLINA-VIRGINIA STATE LINE, ON WEST SIDE OF THE HIGHWAY AT A LARGE
 FX4440'CULVERT AND A GRANITE MARKER.
 FX4440'
 FX4440'STATION MARK IS A STANDARD NCHC DISK STAMPED---19 LB 2 1975---SET IN
 FX4440'TOP OF A 6 INCH CONCRETE MONUMENT, 3 INCHES BELOW GROUND SURFACE.
 FX4440'MARK IS 38.8 FEET WEST OF THE CENTERLINE OF US 17, 39.5 FEET SOUTHEAST
 FX4440'OF A 12 BY 15 INCH GRANITE MARK PROJECTING 19 INCHES ABOVE GROUND,
 FX4440'82.4 FEET NORTH OF WEST END OF CULVERT, 35.5 FEET NORTHEAST OF 6 INCH
 FX4440'MAPLE AND 46.4 FEET SOUTHEAST OF 14 INCH MAPLE BOTH WITH REFERENCE
 FX4440'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4441 ***********************************************************************
 FX4441  DESIGNATION -  19 LB 3
 FX4441  PID         -  FX4441
 FX4441  STATE/COUNTY-  NC/CAMDEN
 FX4441  USGS QUAD   -  LAKE DRUMMOND SE (1977)
 FX4441
 FX4441                         *CURRENT SURVEY CONTROL
 FX4441  ___________________________________________________________________
 FX4441* NAD 83(2001)-  36 30 58.10900(N)    076 21 36.44664(W)     ADJUSTED  
 FX4441* NAVD 88     -         6.1    (meters)      20.     (feet)  VERTCON   
 FX4441  ___________________________________________________________________
 FX4441  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 FX4441  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 FX4441  HORZ ORDER  -  SECOND
 FX4441
 FX4441.The horizontal coordinates were established by classical geodetic methods
 FX4441.and adjusted by the National Geodetic Survey in August 2005.
 FX4441
 FX4441.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4441
 FX4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4441
 FX4441.The geoid height was determined by GEOID03.
 FX4441
 FX4441;                    North         East     Units Scale Factor Converg.
 FX4441;SPC NC       -   310,019.707   846,061.142   MT  1.00011631   +1 31 25.2
 FX4441;SPC NC       - 1,017,122.99  2,775,785.60   sFT  1.00011631   +1 31 25.2
 FX4441;UTM  18      - 4,042,058.787   378,215.647   MT  0.99978273   -0 48 34.0
 FX4441
 FX4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4441!SPC NC       -   1.00000482  x   1.00011631  =   1.00012113
 FX4441!UTM  18      -   1.00000482  x   0.99978273  =   0.99978755
 FX4441
 FX4441                          SUPERSEDED SURVEY CONTROL
 FX4441
 FX4441  NAD 83(1993)-  36 30 58.11879(N)    076 21 36.44749(W) AD(       ) 2
 FX4441  NAD 83(1986)-  36 30 58.12010(N)    076 21 36.47761(W) AD(       ) 2
 FX4441  NGVD 29 (11/01/90)    6.4    (m)           21.     (f) VERT ANG    3  
 FX4441
 FX4441.Superseded values are not recommended for survey control.
 FX4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4441.See file dsdata.txt to determine how the superseded data were derived.
 FX4441
 FX4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7821642059(NAD 83)
 FX4441_MARKER: DE = TRAVERSE STATION DISK
 FX4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4441+STABILITY: SURFACE MOTION
 FX4441
 FX4441  HISTORY     - Date     Condition        Report By
 FX4441  HISTORY     - 1975     MONUMENTED       NCHC
 FX4441  HISTORY     - 1978     GOOD             NCGS
 FX4441
 FX4441                          STATION DESCRIPTION
 FX4441
 FX4441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4441'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES NORTH-NORTHWEST OF
 FX4441'SOUTH MILLS AND ALONG US 17, 2.5 MILES SOUTH-SOUTHEAST OF THE NORTH
 FX4441'CAROLINA-VIRGINIA STATE LINE, OR 0.6 MILE NORTH-NORTHWEST OF THE
 FX4441'JUNCTION WITH SR 1231, IN WEST SHOULDER AT AN 18 INCH SYCAMORE.
 FX4441'
 FX4441'STATION IS A STANDARD NCHC DISK STAMPED---19 LB 3 1975---SET IN TOP OF
 FX4441'A 6 INCH CONCRETE MONUMENT, 6 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4441'24.9 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US 17 AND 77.2 FEET
 FX4441'WEST-SOUTHWEST OF POWER POLE, 34.4 FEET EAST OF AN 18 INCH SYCAMORE,
 FX4441'39.9 FEET EAST-SOUTHEAST OF AN 8 INCH GUM AND 54.0 FEET NORTH-
 FX4441'NORTHEAST OF A 10 INCH PINE ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4442 ***********************************************************************
 FX4442  DESIGNATION -  19 LB 4
 FX4442  PID         -  FX4442
 FX4442  STATE/COUNTY-  NC/CAMDEN
 FX4442  USGS QUAD   -  SOUTH MILLS (1982)
 FX4442
 FX4442                         *CURRENT SURVEY CONTROL
 FX4442  ___________________________________________________________________
 FX4442* NAD 83(2001)-  36 29 29.21162(N)    076 20 53.86060(W)     ADJUSTED  
 FX4442* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 FX4442  ___________________________________________________________________
 FX4442  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 FX4442  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 FX4442  HORZ ORDER  -  SECOND
 FX4442
 FX4442.The horizontal coordinates were established by classical geodetic methods
 FX4442.and adjusted by the National Geodetic Survey in August 2005.
 FX4442
 FX4442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4442
 FX4442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4442
 FX4442.The geoid height was determined by GEOID03.
 FX4442
 FX4442;                    North         East     Units Scale Factor Converg.
 FX4442;SPC NC       -   307,308.398   847,193.679   MT  1.00010686   +1 31 49.7
 FX4442;SPC NC       - 1,008,227.64  2,779,501.26   sFT  1.00010686   +1 31 49.7
 FX4442;UTM  18      - 4,039,304.537   379,236.550   MT  0.99977968   -0 48 07.0
 FX4442
 FX4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4442!SPC NC       -   1.00000515  x   1.00010686  =   1.00011201
 FX4442!UTM  18      -   1.00000515  x   0.99977968  =   0.99978483
 FX4442
 FX4442                          SUPERSEDED SURVEY CONTROL
 FX4442
 FX4442  NAD 83(1993)-  36 29 29.22065(N)    076 20 53.86348(W) AD(       ) 2
 FX4442  NAD 83(1986)-  36 29 29.22215(N)    076 20 53.89245(W) AD(       ) 2
 FX4442  NGVD 29 (11/01/90)    4.4    (m)           14.     (f) VERT ANG    3  
 FX4442
 FX4442.Superseded values are not recommended for survey control.
 FX4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4442.See file dsdata.txt to determine how the superseded data were derived.
 FX4442
 FX4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7923739305(NAD 83)
 FX4442_MARKER: DE = TRAVERSE STATION DISK
 FX4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4442+STABILITY: SURFACE MOTION
 FX4442
 FX4442  HISTORY     - Date     Condition        Report By
 FX4442  HISTORY     - 1975     MONUMENTED       NCHC
 FX4442  HISTORY     - 1978     GOOD             NCGS
 FX4442
 FX4442                          STATION DESCRIPTION
 FX4442
 FX4442'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4442'THE STATION IS LOCATED ALONG US 17, APPROXIMATELY 3.3 MILES NORTH-
 FX4442'NORTHWEST OF SOUTH MILLS AND 4.5 MILES SOUTH OF THE VIRGINIA-NORTH
 FX4442'CAROLINA STATE LINE.
 FX4442'
 FX4442'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND SR 1243 AT
 FX4442'THE BRIDGE OVER THE INTRACOASTAL WATERWAY IN SOUTH MILLS, PROCEED
 FX4442'NORTHWEST ALONG SR 1243 FOR 0.4 MILE TO THE INTERSECTION WITH US 17,
 FX4442'THENCE NORTHWEST ALONG US 17 FOR 3.0 MILES TO THE INTERSECTION WITH
 FX4442'SR 1233 AND STATION ON LEFT IN SHOULDER, APPROXIMATELY 325 FEET
 FX4442'NORTHWEST.
 FX4442'
 FX4442'STATION MARK IS A STANDARD NCHC DISK STAMPED---19 LB 4 1975---SET IN
 FX4442'TOP OF A 6 INCH CONCRETE MONUMENT, 1 INCH BELOW GROUND SURFACE.  MARK
 FX4442'IS 31.2 FEET WEST OF THE CENTERLINE OF US 17, 329.0 FEET NORTH OF THE
 FX4442'PROLONGATION OF SR 1233 AND 14.7 FEET EAST OF A 30 NCH GUM, 60.9 FEET
 FX4442'SOUTHEAST OF AN 8 INCH PINE, AND 100.4 FEET NORTH OF A 30 INCH GUM ALL
 FX4442'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4443 ***********************************************************************
 FX4443  DESIGNATION -  19 LB 5
 FX4443  PID         -  FX4443
 FX4443  STATE/COUNTY-  NC/CAMDEN
 FX4443  USGS QUAD   -  SOUTH MILLS (1982)
 FX4443
 FX4443                         *CURRENT SURVEY CONTROL
 FX4443  ___________________________________________________________________
 FX4443* NAD 83(2001)-  36 29 03.22756(N)    076 20 41.30559(W)     ADJUSTED  
 FX4443* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 FX4443  ___________________________________________________________________
 FX4443  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 FX4443  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX4443  HORZ ORDER  -  SECOND
 FX4443
 FX4443.The horizontal coordinates were established by classical geodetic methods
 FX4443.and adjusted by the National Geodetic Survey in August 2005.
 FX4443
 FX4443.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4443
 FX4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4443
 FX4443.The geoid height was determined by GEOID03.
 FX4443
 FX4443;                    North         East     Units Scale Factor Converg.
 FX4443;SPC NC       -   306,516.008   847,527.507   MT  1.00010413   +1 31 57.0
 FX4443;SPC NC       - 1,005,627.94  2,780,596.50   sFT  1.00010413   +1 31 57.0
 FX4443;UTM  18      - 4,038,499.481   379,537.757   MT  0.99977878   -0 47 59.0
 FX4443
 FX4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4443!SPC NC       -   1.00000516  x   1.00010413  =   1.00010929
 FX4443!UTM  18      -   1.00000516  x   0.99977878  =   0.99978394
 FX4443
 FX4443                          SUPERSEDED SURVEY CONTROL
 FX4443
 FX4443  NAD 83(1993)-  36 29 03.23636(N)    076 20 41.30901(W) AD(       ) 2
 FX4443  NAD 83(1986)-  36 29 03.23801(N)    076 20 41.33732(W) AD(       ) 2
 FX4443  NGVD 29 (11/01/90)    4.3    (m)           14.     (f) VERT ANG    3  
 FX4443
 FX4443.Superseded values are not recommended for survey control.
 FX4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4443.See file dsdata.txt to determine how the superseded data were derived.
 FX4443
 FX4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7953838499(NAD 83)
 FX4443_MARKER: DE = TRAVERSE STATION DISK
 FX4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4443+STABILITY: SURFACE MOTION
 FX4443
 FX4443  HISTORY     - Date     Condition        Report By
 FX4443  HISTORY     - 1975     MONUMENTED       NCHC
 FX4443  HISTORY     - 1978     GOOD             NCGS
 FX4443
 FX4443                          STATION DESCRIPTION
 FX4443
 FX4443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4443'THE STATION IS LOCATED ALONG US 17, APPROXIMATELY 2.8 MILES NORTH-
 FX4443'NORTHWEST OF SOUTH MILLS AND 4.9 MILES SOUTH-SOUTHEAST OF THE
 FX4443'VIRGINIA-NORTH CARLINA STATE LINE.
 FX4443'
 FX4443'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND SR 1243 AT THE
 FX4443'BRIDGE OVER THE INTRACOASTAL WATERWAY IN SOUTH MILLS, PROCEED
 FX4443'NORTHWEST ALONG SR 1243 FOR 0.4 MILE TO THE INTERSECTION WITH US 17,
 FX4443'THENCE NORTHWEST ALONG US 17 FOR 2.5 MILES TO STATION ON LEFT IN
 FX4443'SHOULDER, BETWEEN NORTH AND MIDDLE ENTRANCE TO PICNIC AREA, AND 0.4
 FX4443'MILE SOUTH OF THE INTERSECTION WITH SR 1233.
 FX4443'
 FX4443'STATION MARK IS A STANDARD NCSHC DISK STAMPED---19 LB 5 1975---SET IN
 FX4443'TOP OF A 6 INCH CONCRETE CYLINDER, 7 INCHES BELOW GROUND SURFACE.
 FX4443'MARK IS 26.2 FEET WEST OF THE CENTERLINE OF US 17, 12.3 FEET NORTH OF
 FX4443'WEST END OF CULVERT UNDER HIGHWAY AND 14.2 FEET EAST OF A 15 INCH
 FX4443'GUM, 16.1 FEET SOUTHEAST OF 17 INCH GUM, 36.4 FEET NORTH-NORTHEAST OF
 FX4443'36 INCH OAK, 58.5 FEET NORTH OF 17 INCH OAK, AND 80.8 FEET SOUTH-
 FX4443'SOUTHEAST OF A 21 INCH OAK ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4444 ***********************************************************************
 FX4444  DESIGNATION -  19 LB 6
 FX4444  PID         -  FX4444
 FX4444  STATE/COUNTY-  NC/CAMDEN
 FX4444  USGS QUAD   -  SOUTH MILLS (1982)
 FX4444
 FX4444                         *CURRENT SURVEY CONTROL
 FX4444  ___________________________________________________________________
 FX4444* NAD 83(2001)-  36 27 27.96359(N)    076 19 57.21926(W)     NO CHECK  
 FX4444* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 FX4444  ___________________________________________________________________
 FX4444  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 FX4444  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX4444  HORZ ORDER  -  SECOND
 FX4444
 FX4444.The horizontal coordinates were established by classical geodetic methods
 FX4444.and adjusted by the National Geodetic Survey in August 2005.
 FX4444.No horizontal observational check was made to the station.
 FX4444
 FX4444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4444
 FX4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4444
 FX4444.The geoid height was determined by GEOID03.
 FX4444
 FX4444;                    North         East     Units Scale Factor Converg.
 FX4444;SPC NC       -   303,609.743   848,703.502   MT  1.00009427   +1 32 22.4
 FX4444;SPC NC       -   996,092.97  2,784,454.74   sFT  1.00009427   +1 32 22.4
 FX4444;UTM  18      - 4,035,548.725   380,594.189   MT  0.99977566   -0 47 31.0
 FX4444
 FX4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4444!SPC NC       -   1.00000513  x   1.00009427  =   1.00009940
 FX4444!UTM  18      -   1.00000513  x   0.99977566  =   0.99978079
 FX4444
 FX4444                          SUPERSEDED SURVEY CONTROL
 FX4444
 FX4444  NAD 83(1993)-  36 27 27.97199(N)    076 19 57.22377(W) AD(       ) 2
 FX4444  NAD 83(1986)-  36 27 27.97439(N)    076 19 57.24905(W) AD(       ) 2
 FX4444  NGVD 29 (11/01/90)    4.6    (m)           15.     (f) VERT ANG    3  
 FX4444
 FX4444.Superseded values are not recommended for survey control.
 FX4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4444.See file dsdata.txt to determine how the superseded data were derived.
 FX4444
 FX4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8059435549(NAD 83)
 FX4444_MARKER: DE = TRAVERSE STATION DISK
 FX4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4444+STABILITY: SURFACE MOTION
 FX4444
 FX4444  HISTORY     - Date     Condition        Report By
 FX4444  HISTORY     - 1975     MONUMENTED       NCHC
 FX4444  HISTORY     - 1978     GOOD             NCGS
 FX4444
 FX4444                          STATION DESCRIPTION
 FX4444
 FX4444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4444'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTHWEST OF SOUTH
 FX4444'MILLS.
 FX4444'
 FX4444'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND SR 1243 AT THE
 FX4444'BRIDGE OVER THE INTRACOASTAL WATERWAY IN SOUTH MILLS, PROCEED
 FX4444'NORTHWEST ALONG SR 1243 FOR 0.4 MILE TO THE INTERSECTION WITH US 17,
 FX4444'THENCE NORTHWEST ALONG US 17 FOR 0.5 MILE TO STATION ON LEFT, NEAR AN
 FX4444'OIL TANK APPROXIMATELY 250 FEET SOUTH OF JOHNSONS OIL COMPANY.
 FX4444'
 FX4444'STATION MARK IS A STANDARD NCSHC DISK STAMPED---19 LB 6 1975---SET IN
 FX4444'TOP OF A 6 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX4444'47.2 FEET WEST OF THE CENTERLINE OF US 17 AND 82.5 FEET SOUTH-
 FX4444'SOUTHEAST OF SOUTHEAST CORNER OF SOUTH BLOCK SUPPORT FOR OIL TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4445 ***********************************************************************
 FX4445  DESIGNATION -  19 LB 7
 FX4445  PID         -  FX4445
 FX4445  STATE/COUNTY-  NC/CAMDEN
 FX4445  USGS QUAD   -  SOUTH MILLS (1982)
 FX4445
 FX4445                         *CURRENT SURVEY CONTROL
 FX4445  ___________________________________________________________________
 FX4445* NAD 83(2001)-  36 26 31.46891(N)    076 20 06.72052(W)     ADJUSTED  
 FX4445* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 FX4445  ___________________________________________________________________
 FX4445  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 FX4445  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX4445  HORZ ORDER  -  SECOND
 FX4445
 FX4445.The horizontal coordinates were established by classical geodetic methods
 FX4445.and adjusted by the National Geodetic Survey in August 2005.
 FX4445
 FX4445.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4445
 FX4445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4445
 FX4445.The geoid height was determined by GEOID03.
 FX4445
 FX4445;                    North         East     Units Scale Factor Converg.
 FX4445;SPC NC       -   301,862.451   848,513.729   MT  1.00008852   +1 32 17.0
 FX4445;SPC NC       -   990,360.39  2,783,832.13   sFT  1.00008852   +1 32 17.0
 FX4445;UTM  18      - 4,033,811.146   380,333.578   MT  0.99977643   -0 47 35.6
 FX4445
 FX4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4445!SPC NC       -   1.00000544  x   1.00008852  =   1.00009396
 FX4445!UTM  18      -   1.00000544  x   0.99977643  =   0.99978186
 FX4445
 FX4445                          SUPERSEDED SURVEY CONTROL
 FX4445
 FX4445  NAD 83(1993)-  36 26 31.47784(N)    076 20 06.72435(W) AD(       ) 2
 FX4445  NAD 83(1986)-  36 26 31.48007(N)    076 20 06.74792(W) AD(       ) 2
 FX4445  NGVD 29 (11/01/90)    2.6    (m)            9.     (f) VERT ANG    3  
 FX4445
 FX4445.Superseded values are not recommended for survey control.
 FX4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4445.See file dsdata.txt to determine how the superseded data were derived.
 FX4445
 FX4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8033433811(NAD 83)
 FX4445_MARKER: DE = TRAVERSE STATION DISK
 FX4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4445+STABILITY: SURFACE MOTION
 FX4445
 FX4445  HISTORY     - Date     Condition        Report By
 FX4445  HISTORY     - 1976     MONUMENTED       NCHC
 FX4445  HISTORY     - 1978     GOOD             NCGS
 FX4445
 FX4445                          STATION DESCRIPTION
 FX4445
 FX4445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4445'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST OF SOUTH MILLS
 FX4445'AND 2.1 MILES WEST-NORTHWEST OF JOHNSONS CORNER.
 FX4445'
 FX4445'TO REACH THE STATION FROM THE US 17 BRIDGE OVER THE INTRACOASTAL
 FX4445'WATERWAY IN SOUTH MILLS, PROCEED SOUTHWEST ALONG US 17 FOR 0.6 MILE
 FX4445'TO STATION ON RIGHT ON A DITCH BANK AT HIGHWAY RIGHT-OF-WAY SIGN, AND
 FX4445'0.15 MILE SOUTHWEST OF SR 1219.
 FX4445'
 FX4445'STATION MARK IS A STANDARD NCSHC DISK STAMPED---19 LB 7 1976---SET IN
 FX4445'TOP OF A 6 INCH CONCRETE MONUMENT, FLUSH WITH GROUND SURFACE.  MARK IS
 FX4445'40.6 FEET WEST-NORTHWEST OF CENTERLINE OF US 17, 130.5 FEET SOUTHWEST
 FX4445'OF CENTERLINE PROLONGATION OF DRIVEWAY TO WHITE FRAME DWELLING, 22.1
 FX4445'FEET NORTH OF NORTHWEST END OF CULVERT UNDER US 17, 17.2 FEET SOUTH
 FX4445'OF TELEPHONE POLE 3 WITH REFERENCE TAG AND 9.4 FEET SOUTHEAST OF
 FX4445'RIGHT-OF-WAY SIGN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4446 ***********************************************************************
 FX4446  DESIGNATION -  19 LB 8
 FX4446  PID         -  FX4446
 FX4446  STATE/COUNTY-  NC/CAMDEN
 FX4446  USGS QUAD   -  SOUTH MILLS (1982)
 FX4446
 FX4446                         *CURRENT SURVEY CONTROL
 FX4446  ___________________________________________________________________
 FX4446* NAD 83(2001)-  36 25 39.04688(N)    076 20 33.05625(W)     ADJUSTED  
 FX4446* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 FX4446  ___________________________________________________________________
 FX4446  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 FX4446  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 FX4446  HORZ ORDER  -  SECOND
 FX4446
 FX4446.The horizontal coordinates were established by classical geodetic methods
 FX4446.and adjusted by the National Geodetic Survey in August 2005.
 FX4446
 FX4446.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4446
 FX4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4446
 FX4446.The geoid height was determined by GEOID03.
 FX4446
 FX4446;                    North         East     Units Scale Factor Converg.
 FX4446;SPC NC       -   300,229.442   847,901.273   MT  1.00008325   +1 32 01.8
 FX4446;SPC NC       -   985,002.76  2,781,822.76   sFT  1.00008325   +1 32 01.8
 FX4446;UTM  18      - 4,032,204.897   379,655.414   MT  0.99977844   -0 47 50.2
 FX4446
 FX4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4446!SPC NC       -   1.00000564  x   1.00008325  =   1.00008889
 FX4446!UTM  18      -   1.00000564  x   0.99977844  =   0.99978408
 FX4446
 FX4446                          SUPERSEDED SURVEY CONTROL
 FX4446
 FX4446  NAD 83(1993)-  36 25 39.05642(N)    076 20 33.05977(W) AD(       ) 2
 FX4446  NAD 83(1986)-  36 25 39.05837(N)    076 20 33.08252(W) AD(       ) 2
 FX4446  NGVD 29 (11/01/90)    1.3    (m)            4.     (f) VERT ANG    3  
 FX4446
 FX4446.Superseded values are not recommended for survey control.
 FX4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4446.See file dsdata.txt to determine how the superseded data were derived.
 FX4446
 FX4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7965532205(NAD 83)
 FX4446_MARKER: DE = TRAVERSE STATION DISK
 FX4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4446+STABILITY: SURFACE MOTION
 FX4446
 FX4446  HISTORY     - Date     Condition        Report By
 FX4446  HISTORY     - 1976     MONUMENTED       NCHC
 FX4446  HISTORY     - 1978     GOOD             NCGS
 FX4446
 FX4446                          STATION DESCRIPTION
 FX4446
 FX4446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4446'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF SOUTH
 FX4446'MILLS AND 2.5 MILES WEST-SOUTHWEST OF JOHNSONS CORNER.
 FX4446'
 FX4446'TO REACH THE STATION FROM THE US 17 BRIDGE OVER THE INTRACOASTAL
 FX4446'WATERWAY IN SOUTH MILLS, PROCEED SOUTHWEST ALONG US 17 FOR 1.6 MILES
 FX4446'TO STATION ON LEFT IN SHOULDER NEAR A BILLBOARD SIGN, 0.15 MILE
 FX4446'SOUTHWEST OF A BRIDGE OVER A CREEK AND 0.5 MILE NORTHEAST OF THE
 FX4446'CAMDEN-PASQUOTANK COUNTY LINE.
 FX4446'
 FX4446'STATION MARK IS A STANDARD NCSHC DISK STAMPED---19 LB 8 1976---SET IN
 FX4446'TOP OF A 6 INCH CONCRETE MONUMENT, 8 INCHES BELOW GROUND SURFACE.
 FX4446'MARK IS 21.2 FEET SOUTHEAST OF CENTERLINE OF US 17, 51.2 FEET WEST OF
 FX4446'POWER POLE T127 WITH TRANSFORMER AND REFERENCE TAG, 63.2 FEET
 FX4446'NORTHWEST OF 8 INCH GUM WITH REFERENCE TAG AND 76.4 FEET NORTH OF
 FX4446'NORTHWEST POST OF BILLBOARD WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4447 ***********************************************************************
 FX4447  DESIGNATION -  19 LB 9
 FX4447  PID         -  FX4447
 FX4447  STATE/COUNTY-  NC/PASQUOTANK
 FX4447  USGS QUAD   -  SOUTH MILLS (1982)
 FX4447
 FX4447                         *CURRENT SURVEY CONTROL
 FX4447  ___________________________________________________________________
 FX4447* NAD 83(1986)-  36 25 18.64657(N)    076 20 52.43397(W)     ADJUSTED  
 FX4447* NAVD 88     -         2.5    (meters)       8.     (feet)  VERT ANG  
 FX4447  ___________________________________________________________________
 FX4447  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FX4447  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 FX4447  HORZ ORDER  -  SECOND
 FX4447
 FX4447.The horizontal coordinates were established by classical geodetic methods
 FX4447.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX4447
 FX4447.The orthometric height was determined by vertical angle observations.
 FX4447
 FX4447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4447
 FX4447.The geoid height was determined by GEOID03.
 FX4447
 FX4447;                    North         East     Units Scale Factor Converg.
 FX4447;SPC NC       -   299,587.885   847,435.513   MT  1.00008122   +1 31 50.6
 FX4447;SPC NC       -   982,897.92  2,780,294.68   sFT  1.00008122   +1 31 50.6
 FX4447;UTM  18      - 4,031,583.003   379,164.093   MT  0.99977990   -0 48 01.4
 FX4447
 FX4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4447!SPC NC       -   1.00000540  x   1.00008122  =   1.00008662
 FX4447!UTM  18      -   1.00000540  x   0.99977990  =   0.99978530
 FX4447
 FX4447                          SUPERSEDED SURVEY CONTROL
 FX4447
 FX4447  NAD 83(1993)-  36 25 18.64320(N)    076 20 52.41370(W) AD(       ) 2
 FX4447  NAD 83(1986)-  36 25 18.64517(N)    076 20 52.43648(W) AD(       ) 2
 FX4447  NGVD 29 (11/01/90)    2.8    (m)            9.     (f) VERT ANG    3  
 FX4447
 FX4447.Superseded values are not recommended for survey control.
 FX4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4447.See file dsdata.txt to determine how the superseded data were derived.
 FX4447
 FX4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7916431583(NAD 83)
 FX4447_MARKER: DE = TRAVERSE STATION DISK
 FX4447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4447_STAMPING: 19 LB 9 1976
 FX4447_MARK LOGO: NCHC  
 FX4447_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4447+STABILITY: SURFACE MOTION
 FX4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4447+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1996
 FX4447
 FX4447  HISTORY     - Date     Condition        Report By
 FX4447  HISTORY     - 1976     MONUMENTED       NCHC
 FX4447  HISTORY     - 1978     GOOD             NCGS
 FX4447  HISTORY     - 1980     GOOD             NCGS
 FX4447  HISTORY     - 19960409 GOOD             NCGS
 FX4447  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 FX4447
 FX4447                          STATION DESCRIPTION
 FX4447
 FX4447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4447'THE STATION IS LOCATED APPROXIMATELY 0.3 MILE NORTH OF MORGANS CORNER
 FX4447'AND 11.0 MILES NORTHWEST OF ELIZABETH CITY.
 FX4447'
 FX4447'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT
 FX4447'MORGANS CORNER, PROCEED NORTH ALONG US 17 FOR 0.4 MILE TO STATION ON
 FX4447'LEFT IN SHOULDER AT THE SOUTHWEST CORNER OF BRIDGE OVER THE
 FX4447'PASQUOTANK RIVER.
 FX4447'
 FX4447'STATION MARK IS A STANDARD NCSHC TRAVERSE DISK
 FX4447'STAMPED---19 LB 9 1976---SET IN TOP OF A 6 INCH CONCRETE MONUMENT, 6
 FX4447'INCHES BELOW GROUND SURFACE.  MARK IS 27.5 FEET NORTHWEST OF
 FX4447'CENTERLINE OF US 17, 127.9 FEET SOUTHWEST OF SOUTHWEST END OF
 FX4447'NORTHWEST BRIDGE RAIL, 73.7 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 43
 FX4447'WITH REFERENCE TAG, 81.0 FEET NORTHEAST OF 18 INCH HOLLY WITH
 FX4447'REFERENCE TAG AND 53.0 FEET NORTHEAST OF METAL HIGHWAY SIGN POST.
 FX4447
 FX4447                          STATION RECOVERY (1980)
 FX4447
 FX4447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX4447'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX4447
 FX4447                          STATION RECOVERY (1996)
 FX4447
 FX4447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX4447'RECOVERED IN GOOD CONDITION.
 FX4447
 FX4447                          STATION RECOVERY (2006)
 FX4447
 FX4447'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX4447'THE REFERENCED BRIDGE MAY NOT BE THE CURRECT US 17 BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2007 ***********************************************************************
 EY2007  DESIGNATION -  19 MEA
 EY2007  PID         -  EY2007
 EY2007  STATE/COUNTY-  NC/PITT
 EY2007  USGS QUAD   -  GARDNERVILLE (1983)
 EY2007
 EY2007                         *CURRENT SURVEY CONTROL
 EY2007  ___________________________________________________________________
 EY2007* NAD 83(1986)-  35 25 49.     (N)    077 17 41.     (W)     SCALED    
 EY2007* NAVD 88     -        12.414  (meters)      40.73   (feet)  ADJUSTED  
 EY2007  ___________________________________________________________________
 EY2007  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 EY2007  DYNAMIC HT  -          12.403 (meters)      40.69  (feet)  COMP
 EY2007  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 EY2007
 EY2007  VERT ORDER  -  SECOND    CLASS II
 EY2007
 EY2007.The horizontal coordinates were scaled from a topographic map and have
 EY2007.an estimated accuracy of +/- 6 seconds.
 EY2007
 EY2007.The orthometric height was determined by differential leveling
 EY2007.and adjusted in June 1991.
 EY2007
 EY2007.The geoid height was determined by GEOID03.
 EY2007
 EY2007.The dynamic height is computed by dividing the NAVD 88
 EY2007.geopotential number by the normal gravity value computed on the
 EY2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2007.degrees latitude (g = 980.6199 gals.).
 EY2007
 EY2007.The modeled gravity was interpolated from observed gravity values.
 EY2007
 EY2007;                    North         East    Units  Estimated Accuracy
 EY2007;SPC NC       -   187,720.      764,430.      MT  (+/- 180 meters Scaled)
 EY2007
 EY2007                          SUPERSEDED SURVEY CONTROL
 EY2007
 EY2007.No superseded survey control is available for this station.
 EY2007
 EY2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE916231(NAD 83)
 EY2007_MARKER: DB = BENCH MARK DISK
 EY2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2007_SP_SET: CONCRETE POST
 EY2007_STAMPING: 19 MEA 1978 45 FT
 EY2007_MARK LOGO: USGS  
 EY2007_PROJECTION: PROJECTING 5 CENTIMETERS
 EY2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2007+STABILITY: SURFACE MOTION
 EY2007
 EY2007  HISTORY     - Date     Condition        Report By
 EY2007  HISTORY     - 1978     MONUMENTED       USGS
 EY2007  HISTORY     - 1981     GOOD             NCGS
 EY2007  HISTORY     - 1986     GOOD             USPSQD
 EY2007  HISTORY     - 1989     GOOD             USPSQD
 EY2007  HISTORY     - 19890715 GOOD             USPSQD
 EY2007  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 EY2007
 EY2007                          STATION DESCRIPTION
 EY2007
 EY2007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY2007'7.5 MI SE FROM AYDEN.
 EY2007'2.5 MILES NORTHWEST ALONG NC 102 FROM THE INTERSECTION WITH NC 43 IN
 EY2007'CALICO, AT STOKESTOWN CROSSROADS, IN THE SOUTHEAST QUADRANT OF THE
 EY2007'INTERSECTION, 111.0 FEET SOUTH OF CENTERLINE OF CROSSROADS, 61.0 FEET
 EY2007'SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY, 49.5 FEET EAST OF CENTERLINE
 EY2007'OF ROAD, 2.5 FEET NORTH OF POWER POLE.
 EY2007'THE MARK IS 0.5 FT  E FROM A WITNESS POST.
 EY2007'THE MARK IS 1.2 FT BELOW CROSSROADS.
 EY2007
 EY2007                          STATION RECOVERY (1986)
 EY2007
 EY2007'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY2007'RECOVERED IN GOOD CONDITION.
 EY2007
 EY2007                          STATION RECOVERY (1989)
 EY2007
 EY2007'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2007'RECOVERED IN GOOD CONDITION.
 EY2007
 EY2007                          STATION RECOVERY (1989)
 EY2007
 EY2007'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY2007'RECOVERED IN GOOD CONDITION.
 EY2007
 EY2007                          STATION RECOVERY (2004)
 EY2007
 EY2007'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2007'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5077 ***********************************************************************
 AH5077  DESIGNATION -  19 MEA
 AH5077  PID         -  AH5077
 AH5077  STATE/COUNTY-  NC/SAMPSON
 AH5077  USGS QUAD   -  BEARSKIN (1986)
 AH5077
 AH5077                         *CURRENT SURVEY CONTROL
 AH5077  ___________________________________________________________________
 AH5077* NAD 83(2001)-  35 06 19.62592(N)    078 23 50.17244(W)     ADJUSTED  
 AH5077* NAVD 88     -        36.30   (meters)     119.1    (feet)  LEVELING  
 AH5077  ___________________________________________________________________
 AH5077  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AH5077  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AH5077  HORZ ORDER  -  THIRD
 AH5077  VERT ORDER  -  THIRD
 AH5077
 AH5077.The horizontal coordinates were established by classical geodetic methods
 AH5077.and adjusted by the National Geodetic Survey in August 2005.
 AH5077
 AH5077.The orthometric height was determined by differential leveling.
 AH5077.The vertical network tie was performed by a horz. field party for horz.
 AH5077.obs reductions. Reset procedures were used to establish the elevation.
 AH5077
 AH5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5077
 AH5077.The geoid height was determined by GEOID03.
 AH5077
 AH5077;                    North         East     Units Scale Factor Converg.
 AH5077;SPC NC       -   150,526.987   664,545.485   MT  0.99987584   +0 20 52.4
 AH5077;SPC NC       -   493,853.96  2,180,262.98   sFT  0.99987584   +0 20 52.4
 AH5077;UTM  17      - 3,887,837.240   737,226.159   MT  1.00029362   +1 29 50.9
 AH5077
 AH5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5077!SPC NC       -   0.99999969  x   0.99987584  =   0.99987553
 AH5077!UTM  17      -   0.99999969  x   1.00029362  =   1.00029331
 AH5077
 AH5077                          SUPERSEDED SURVEY CONTROL
 AH5077
 AH5077  NAD 83(1986)-  35 06 19.63250(N)    078 23 50.18070(W) AD(       ) 4
 AH5077
 AH5077.Superseded values are not recommended for survey control.
 AH5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5077.See file dsdata.txt to determine how the superseded data were derived.
 AH5077
 AH5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3722687837(NAD 83)
 AH5077_MARKER: DB = BENCH MARK DISK
 AH5077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5077_SP_SET: CONCRETE HEADWALL
 AH5077_STAMPING: 19 MEA 1980
 AH5077_MARK LOGO: USGS  
 AH5077_PROJECTION: FLUSH
 AH5077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5077+STABILITY: SURFACE MOTION
 AH5077
 AH5077  HISTORY     - Date     Condition        Report By
 AH5077  HISTORY     - 1980     MONUMENTED       USGS
 AH5077  HISTORY     - 19860101 GOOD             NCGS
 AH5077
 AH5077                          STATION DESCRIPTION
 AH5077
 AH5077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5077'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHWEST OF CLINTON. ALONG
 AH5077'US 421 FOR 7.6 MI (12.2 KM) NORTHWEST FROM THE FAIRCLOTH FREEWAY
 AH5077'OVERPASS, OR 0.5 MI (0.8 KM) SOUTHEAST OF SR 1703, AT THE BRIDGE OVER
 AH5077'MARSH SWAMP CREEK. MARK IS 1-FOOT LOWER THAN THE HIGHWAY.  LOCATED
 AH5077'23.0 FT (7.0 M) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.2
 AH5077'FT (0.4 M) NORTH OF THE SOUTH END OF THE EAST HEADWALL, AND 16.2 FT
 AH5077'(4.9 M) WEST-SOUTHWEST OF A 4-INCH SWEET GUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE7000 ***********************************************************************
 DE7000  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7000  DESIGNATION -  19 MEA
 DE7000  PID         -  DE7000
 DE7000  STATE/COUNTY-  NC/PASQUOTANK
 DE7000  USGS QUAD   -  LYNCHS CORNER (1982)
 DE7000
 DE7000                         *CURRENT SURVEY CONTROL
 DE7000  ___________________________________________________________________
 DE7000* NAD 83(2007)-  36 23 36.88820(N)    076 24 48.49385(W)     ADJUSTED  
 DE7000* NAVD 88     -         5.23   (meters)      17.2    (feet)  LEVELING  
 DE7000  ___________________________________________________________________
 DE7000  EPOCH DATE  -        2002.00
 DE7000  X           -   1,207,498.652 (meters)                     COMP
 DE7000  Y           -  -4,996,340.570 (meters)                     COMP
 DE7000  Z           -   3,763,416.484 (meters)                     COMP
 DE7000  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DE7000  ELLIP HEIGHT-         -31.503 (meters)          (02/10/07) ADJUSTED
 DE7000  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 DE7000
 DE7000  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE7000  Type    PID    Designation                      North   East  Ellip
 DE7000  -------------------------------------------------------------------
 DE7000  NETWORK DE7000 19 MEA                            1.10   0.88   1.84
 DE7000  -------------------------------------------------------------------
 DE7000  VERT ORDER  -  THIRD ?
 DE7000
 DE7000.The horizontal coordinates were established by GPS observations
 DE7000.and adjusted by the National Geodetic Survey in February 2007.
 DE7000
 DE7000.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7000.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7000.The horizontal coordinates are valid at the epoch date displayed above.
 DE7000.The epoch date for horizontal control is a decimal equivalence
 DE7000.of Year/Month/Day.
 DE7000
 DE7000.The orthometric height was determined by differential leveling.
 DE7000.The vertical network tie was performed by a horz. field party for horz.
 DE7000.obs reductions. Reset procedures were used to establish the elevation.
 DE7000
 DE7000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7000
 DE7000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7000
 DE7000.The ellipsoidal height was determined by GPS observations
 DE7000.and is referenced to NAD 83.
 DE7000
 DE7000.The geoid height was determined by GEOID03.
 DE7000
 DE7000;                    North         East     Units Scale Factor Converg.
 DE7000;SPC NC       -   296,296.947   841,638.222   MT  1.00007124   +1 29 34.3
 DE7000;SPC NC       -   972,100.90  2,761,274.73   sFT  1.00007124   +1 29 34.3
 DE7000;UTM  18      - 4,028,531.494   373,239.433   MT  0.99979797   -0 50 19.6
 DE7000
 DE7000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7000!SPC NC       -   1.00000494  x   1.00007124  =   1.00007618
 DE7000!UTM  18      -   1.00000494  x   0.99979797  =   0.99980291
 DE7000
 DE7000                          SUPERSEDED SURVEY CONTROL
 DE7000
 DE7000  NAD 83(2001)-  36 23 36.88889(N)    076 24 48.49347(W) AD(       ) 1
 DE7000  ELLIP H (03/13/03)  -31.506  (m)                       GP(       ) 4 2
 DE7000  NAD 83(1986)-  36 23 36.90339(N)    076 24 48.51301(W) AD(       ) 1
 DE7000
 DE7000.Superseded values are not recommended for survey control.
 DE7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7000.See file dsdata.txt to determine how the superseded data were derived.
 DE7000
 DE7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7323928531(NAD 83)
 DE7000_MARKER: DB = BENCH MARK DISK
 DE7000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7000_STAMPING: 19 MEA 1976 18
 DE7000_MARK LOGO: USGS  
 DE7000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7000+STABILITY: SURFACE MOTION
 DE7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7000+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2001
 DE7000
 DE7000  HISTORY     - Date     Condition        Report By
 DE7000  HISTORY     - 1976     MONUMENTED       USGS
 DE7000  HISTORY     - 20011206 GOOD             NCGS
 DE7000  HISTORY     - 20060916 GOOD             USPSQD
 DE7000
 DE7000                          STATION DESCRIPTION
 DE7000
 DE7000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE7000'STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-NORTHWEST OF ELIZABETH
 DE7000'CITY AND 2.1 MI (3.4 KM) SOUTH OF LYNCHS CORNER.
 DE7000'PROCEED ALONG US 158 FOR 2.5 MI (4.0 KM) WEST FROM THE JUNCTION OF US
 DE7000'17/158 TO SR 1001, THENCE 2.0 MI (3.2 KM) SOUTH ALONG SR 1001 TO SR
 DE7000'1354 AND STATION, IN SOUTHEAST QUADRANT.
 DE7000'MARK IS ABOUT LEVEL WITH SR 1354 AND FLUSH WITH THE GROUND. LOCATED
 DE7000'63.4 FT (19.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1001, 28.3 FT
 DE7000'(8.6 M) NORTHEAST OF THE CENTERLINE OF SR 1354, 36.3 FT (11.1 M)
 DE7000'SOUTH-SOUTHWEST OF FIRE HYDRANT, 42.1 FT (12.8 M) SOUTH OF A POWER
 DE7000'POLE AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST OF A WITNESS SIGN.
 DE7000
 DE7000                          STATION RECOVERY (2006)
 DE7000
 DE7000'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7000'MARK LOCATED AT LAT N 36 DEGREES 23.616 MINUTES AND LON W 76 DEGREES
 DE7000'24.806 MINUTES.  MONUMENT HAS BEE TILTED.  IT MAY HAVE POSSIBLY BEEN
 DE7000'HIT BY A PLOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9678 ***********************************************************************
 AI9678  DESIGNATION -  19 WDL
 AI9678  PID         -  AI9678
 AI9678  STATE/COUNTY-  NC/RANDOLPH
 AI9678  USGS QUAD   -  ELEAZER (1994)
 AI9678
 AI9678                         *CURRENT SURVEY CONTROL
 AI9678  ___________________________________________________________________
 AI9678* NAD 83(1986)-  35 33 38.     (N)    079 54 38.     (W)     SCALED    
 AI9678* NAVD 88     -       233.072  (meters)     764.67   (feet)  ADJUSTED  
 AI9678  ___________________________________________________________________
 AI9678  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AI9678  DYNAMIC HT  -         232.870 (meters)     764.01  (feet)  COMP
 AI9678  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 AI9678
 AI9678  VERT ORDER  -  SECOND    CLASS II
 AI9678
 AI9678.The horizontal coordinates were scaled from a topographic map and have
 AI9678.an estimated accuracy of +/- 6 seconds.
 AI9678
 AI9678.The orthometric height was determined by differential leveling
 AI9678.and adjusted in March 2001.
 AI9678
 AI9678.The geoid height was determined by GEOID03.
 AI9678
 AI9678.The dynamic height is computed by dividing the NAVD 88
 AI9678.geopotential number by the normal gravity value computed on the
 AI9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9678.degrees latitude (g = 980.6199 gals.).
 AI9678
 AI9678.The modeled gravity was interpolated from observed gravity values.
 AI9678
 AI9678;                    North         East    Units  Estimated Accuracy
 AI9678;SPC NC       -   201,230.      527,060.      MT  (+/- 180 meters Scaled)
 AI9678
 AI9678                          SUPERSEDED SURVEY CONTROL
 AI9678
 AI9678.No superseded survey control is available for this station.
 AI9678
 AI9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV987357(NAD 83)
 AI9678_MARKER: DB = BENCH MARK DISK
 AI9678_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI9678_STAMPING: 19 WDL 1956 765
 AI9678_MARK LOGO: USGS  
 AI9678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9678+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2000
 AI9678
 AI9678  HISTORY     - Date     Condition        Report By
 AI9678  HISTORY     - 1956     MONUMENTED       USGS
 AI9678  HISTORY     - 20000210 GOOD             NCGS
 AI9678
 AI9678                          STATION DESCRIPTION
 AI9678
 AI9678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AI9678'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) SOUTHWEST OF ASHEBORO AND
 AI9678'8.7 MI (14.0 KM) WEST-NORTHWEST OF SEAGROVE.  PROCEED ALONG NC 49 FOR
 AI9678'2.15 MI (3.46 KM) NORTHEAST FROM THE DAVIDSON/RANDOLPH COUNTY LINE,
 AI9678'THENCE SOUTHEAST FOR 0.75 MI (1.21 KM) ALONG SR 1178 (BOMBAY SCHOOL
 AI9678'ROAD) , THENCE SOUTH FOR 0.4 MI (0.6 KM) ALONG SR 1181 (NEW HOPE ROAD)
 AI9678', THENCE EAST FOR 6.7 MI (10.8 KM) ALONG SR 1143 (HIGH PINE CHURCH
 AI9678'ROAD) , ON THE EAST SIDE OF THE ROAD OPPOSITE CALLICUTS MEMORIAL
 AI9678'CHURCH.  MARK IS ABOUT 3 FEET (0.9 M) LOWER THAN SR 1143 AND PROJECTS
 AI9678'2 INCHES FROM GROUND.  LOCATED 29.5 FEET (9.0 M) EAST-SOUTHEAST OF THE
 AI9678'CENTERLINE SR 1143, 31.5 FEET (9.6 M) EAST OF THE CENTERLINE OF
 AI9678'INTERSECTION OF SR 1143 AND R/H DRIVE, 77.5 FEET (23.6 M)
 AI9678'EAST-NORTHEAST OF PEDESTAL--AND 44.1 FEET (13.4 M) NORTH OF BRACE
 AI9678'POLE--WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0959 ***********************************************************************
 EY0959  DESIGNATION -  19.30
 EY0959  PID         -  EY0959
 EY0959  STATE/COUNTY-  NC/WASHINGTON
 EY0959  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY0959
 EY0959                         *CURRENT SURVEY CONTROL
 EY0959  ___________________________________________________________________
 EY0959* NAD 83(1986)-  35 51 59.     (N)    076 44 57.     (W)     SCALED    
 EY0959* NAVD 88     -         5.582  (meters)      18.31   (feet)  ADJUSTED  
 EY0959  ___________________________________________________________________
 EY0959  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EY0959  DYNAMIC HT  -           5.578 (meters)      18.30  (feet)  COMP
 EY0959  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 EY0959
 EY0959  VERT ORDER  -  FIRST     CLASS I
 EY0959
 EY0959.The horizontal coordinates were scaled from a topographic map and have
 EY0959.an estimated accuracy of +/- 6 seconds.
 EY0959
 EY0959.The orthometric height was determined by differential leveling
 EY0959.and adjusted in June 1991.
 EY0959
 EY0959.The geoid height was determined by GEOID03.
 EY0959
 EY0959.The dynamic height is computed by dividing the NAVD 88
 EY0959.geopotential number by the normal gravity value computed on the
 EY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0959.degrees latitude (g = 980.6199 gals.).
 EY0959
 EY0959.The modeled gravity was interpolated from observed gravity values.
 EY0959
 EY0959;                    North         East    Units  Estimated Accuracy
 EY0959;SPC NC       -   237,080.      812,860.      MT  (+/- 180 meters Scaled)
 EY0959
 EY0959                          SUPERSEDED SURVEY CONTROL
 EY0959
 EY0959  NGVD 29 (??/??/92)    5.927  (m)           19.45   (f) ADJ UNCH    1 1
 EY0959
 EY0959.Superseded values are not recommended for survey control.
 EY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0959.See file dsdata.txt to determine how the superseded data were derived.
 EY0959
 EY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE420705(NAD 83)
 EY0959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EY0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0959_STAMPING: 19.501 FT.
 EY0959_MARK LOGO: USDA  
 EY0959_MAGNETIC: P = MARKER IS A STEEL PIPE
 EY0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0959+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 EY0959
 EY0959  HISTORY     - Date     Condition        Report By
 EY0959  HISTORY     - UNK      MONUMENTED       USDA
 EY0959  HISTORY     - 1963     GOOD             NGS
 EY0959  HISTORY     - 1979     GOOD             NCGS
 EY0959  HISTORY     - 19890822 SEE DESCRIPTION  NCGS
 EY0959
 EY0959                          STATION DESCRIPTION
 EY0959
 EY0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0959'AT PLYMOUTH.
 EY0959'AT PLYMOUTH, ON THE GROUNDS OF THE WASHINGTON COUNTY COURTHOUSE,
 EY0959'7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTHOUSE,
 EY0959'18 1/2 FEET NORTHEAST OF BATTLE OF PLYMOUTH MONUMENT, 42 FEET
 EY0959'NORTH OF THE CENTER LINE OF EAST MAIN STREET, 50 FEET EAST OF THE
 EY0959'CENTER LINE OF ADAMS STREET, AND IS A CAP RIVETED ON TOP OF A 3
 EY0959'INCH IRON PIPE THAT IS SET IN CONCRETE PROJECTING 18 INCHES ABOVE
 EY0959'THE GROUND.
 EY0959
 EY0959                          STATION RECOVERY (1979)
 EY0959
 EY0959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0959'RECOVERED IN GOOD CONDITION.
 EY0959
 EY0959                          STATION RECOVERY (1989)
 EY0959
 EY0959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY0959'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0996 ***********************************************************************
 FA0996  DESIGNATION -  1900
 FA0996  PID         -  FA0996
 FA0996  STATE/COUNTY-  NC/BURKE
 FA0996  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA0996
 FA0996                         *CURRENT SURVEY CONTROL
 FA0996  ___________________________________________________________________
 FA0996* NAD 83(1986)-  35 44 45.     (N)    081 41 14.     (W)     SCALED    
 FA0996* NAVD 88     -       359.077  (meters)    1178.07   (feet)  ADJUSTED  
 FA0996  ___________________________________________________________________
 FA0996  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA0996  DYNAMIC HT  -         358.728 (meters)    1176.93  (feet)  COMP
 FA0996  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 FA0996
 FA0996  VERT ORDER  -  FIRST     CLASS I
 FA0996
 FA0996.The horizontal coordinates were scaled from a topographic map and have
 FA0996.an estimated accuracy of +/- 6 seconds.
 FA0996
 FA0996.The orthometric height was determined by differential leveling
 FA0996.and adjusted in June 1991.
 FA0996
 FA0996.The geoid height was determined by GEOID03.
 FA0996
 FA0996.The dynamic height is computed by dividing the NAVD 88
 FA0996.geopotential number by the normal gravity value computed on the
 FA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0996.degrees latitude (g = 980.6199 gals.).
 FA0996
 FA0996.The modeled gravity was interpolated from observed gravity values.
 FA0996
 FA0996;                    North         East    Units  Estimated Accuracy
 FA0996;SPC NC       -   224,690.      366,590.      MT  (+/- 180 meters Scaled)
 FA0996
 FA0996                          SUPERSEDED SURVEY CONTROL
 FA0996
 FA0996  NGVD 29 (??/??/92)  359.217  (m)         1178.53   (f) ADJ UNCH    1 1
 FA0996
 FA0996.Superseded values are not recommended for survey control.
 FA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0996.See file dsdata.txt to determine how the superseded data were derived.
 FA0996
 FA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV378559(NAD 83)
 FA0996_MARKER: X = CHISELED CROSS
 FA0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0996_SP_SET: STONE POST
 FA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0996+STABILITY: SURFACE MOTION
 FA0996
 FA0996  HISTORY     - Date     Condition        Report By
 FA0996  HISTORY     - 1900     MONUMENTED       NCGS
 FA0996  HISTORY     - 1967     GOOD             NGS
 FA0996
 FA0996                          STATION DESCRIPTION
 FA0996
 FA0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0996'0.5 MI NW FROM MORGANTON.
 FA0996'ABOUT 0.5 MILE NORTHWEST ALONG SOUTH GREEN STREET FROM THE
 FA0996'SOUTHERN RAILWAY COMPANY RAILROAD STATION AT MORGANTON, 58 1/2
 FA0996'FEET NORTHEAST OF THE EAST CORNER OF THE NORTHEAST PORTICO
 FA0996'OF THE BURKE COUNTY COURTHOUSE, 18 1/2 FEET SOUTHWEST OF
 FA0996'SOUTHWEST CURB OF SOUTH GREEN STREET, 2 FEET SOUTHWEST OF
 FA0996'THE UPPERMOST OF NINE CONCRETE STEPS, A CHISELED CROSS IN THE
 FA0996'TOP OF AN 8-INCH SQUARE STONE POST THAT HAS THE LETTERS NCGS
 FA0996'USGS 1900 INSCRIBED IN THE TOP AND WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1679 ***********************************************************************
 EZ1679  DESIGNATION -  192 WSM
 EZ1679  PID         -  EZ1679
 EZ1679  STATE/COUNTY-  NC/RANDOLPH
 EZ1679  USGS QUAD   -  RANDLEMAN (1981)
 EZ1679
 EZ1679                         *CURRENT SURVEY CONTROL
 EZ1679  ___________________________________________________________________
 EZ1679* NAD 83(1986)-  35 48 08.     (N)    079 46 34.     (W)     SCALED    
 EZ1679* NAVD 88     -       188.473  (meters)     618.35   (feet)  ADJUSTED  
 EZ1679  ___________________________________________________________________
 EZ1679  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EZ1679  DYNAMIC HT  -         188.313 (meters)     617.82  (feet)  COMP
 EZ1679  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 EZ1679
 EZ1679  VERT ORDER  -  SECOND    CLASS 0
 EZ1679
 EZ1679.The horizontal coordinates were scaled from a topographic map and have
 EZ1679.an estimated accuracy of +/- 6 seconds.
 EZ1679
 EZ1679.The orthometric height was determined by differential leveling
 EZ1679.and adjusted in June 1991.
 EZ1679
 EZ1679.The geoid height was determined by GEOID03.
 EZ1679
 EZ1679.The dynamic height is computed by dividing the NAVD 88
 EZ1679.geopotential number by the normal gravity value computed on the
 EZ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1679.degrees latitude (g = 980.6199 gals.).
 EZ1679
 EZ1679.The modeled gravity was interpolated from observed gravity values.
 EZ1679
 EZ1679;                    North         East    Units  Estimated Accuracy
 EZ1679;SPC NC       -   227,930.      539,460.      MT  (+/- 180 meters Scaled)
 EZ1679
 EZ1679                          SUPERSEDED SURVEY CONTROL
 EZ1679
 EZ1679  NGVD 29 (??/??/92)  188.700  (m)          619.09   (f) ADJ UNCH    2 0
 EZ1679
 EZ1679.Superseded values are not recommended for survey control.
 EZ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1679.See file dsdata.txt to determine how the superseded data were derived.
 EZ1679
 EZ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV105627(NAD 83)
 EZ1679_MARKER: DD = SURVEY DISK
 EZ1679_SETTING: 66 = SET IN ROCK OUTCROP
 EZ1679_SP_SET: SET IN ROCK OUTCROP
 EZ1679_STAMPING: 192 WSM 619 1949
 EZ1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ1679+STABILITY: POSITION/ELEVATION WELL
 EZ1679
 EZ1679  HISTORY     - Date     Condition        Report By
 EZ1679  HISTORY     - 1949     MONUMENTED       DOD
 EZ1679  HISTORY     - 1971     GOOD             NCGS
 EZ1679
 EZ1679                          STATION DESCRIPTION
 EZ1679
 EZ1679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1679'0.4 MI NE FROM WORTHVILLE.
 EZ1679'STATION IS ABOUT 0.5 MI. ENE ALONG SR 2128 (WORTHVILLE RD.) FROM
 EZ1679'INTERSECTION WITH SR 2122 AT WORTHVILLE METHODIST CHURCH TO
 EZ1679'BRIDGE OVER DEEP RIVER AND STATION APPROXIMATELY 200 FT E OF
 EZ1679'BRIDGE ON S SIDE OF ROAD IN A 4 FT ROCK OUTCROP, 21.9 FT SSE OF
 EZ1679'C/L OF SR 2128, 18.1 FT NW OF 8 IN WHITE OAK WITH ALUMINUM RF.
 EZ1679'TAG, AND 17.1 FT NNW OF 6 INCH HICKORY TREE WITH ALUMINUM REF.
 EZ1679'TAG.  DISK IS FLUSH WITH ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1660 ***********************************************************************
 FB1660  DESIGNATION -  1922.7
 FB1660  PID         -  FB1660
 FB1660  STATE/COUNTY-  NC/SWAIN
 FB1660  USGS QUAD   -  TAPOCO (1978)
 FB1660
 FB1660                         *CURRENT SURVEY CONTROL
 FB1660  ___________________________________________________________________
 FB1660* NAD 83(1986)-  35 28 11.     (N)    083 55 10.     (W)     SCALED    
 FB1660* NAVD 88     -       585.945  (meters)    1922.39   (feet)  ADJUSTED  
 FB1660  ___________________________________________________________________
 FB1660  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FB1660  DYNAMIC HT  -         585.374 (meters)    1920.51  (feet)  COMP
 FB1660  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 FB1660
 FB1660  VERT ORDER  -  FIRST     CLASS II
 FB1660
 FB1660.The horizontal coordinates were scaled from a topographic map and have
 FB1660.an estimated accuracy of +/- 6 seconds.
 FB1660
 FB1660.The orthometric height was determined by differential leveling
 FB1660.and adjusted in June 1991.
 FB1660
 FB1660.The geoid height was determined by GEOID03.
 FB1660
 FB1660.The dynamic height is computed by dividing the NAVD 88
 FB1660.geopotential number by the normal gravity value computed on the
 FB1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1660.degrees latitude (g = 980.6199 gals.).
 FB1660
 FB1660.The modeled gravity was interpolated from observed gravity values.
 FB1660
 FB1660;                    North         East    Units  Estimated Accuracy
 FB1660;SPC NC       -   201,830.      163,330.      MT  (+/- 180 meters Scaled)
 FB1660
 FB1660                          SUPERSEDED SURVEY CONTROL
 FB1660
 FB1660  NGVD 29 (??/??/92)  586.054  (m)         1922.75   (f) ADJ UNCH    1 2
 FB1660
 FB1660.Superseded values are not recommended for survey control.
 FB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1660.See file dsdata.txt to determine how the superseded data were derived.
 FB1660
 FB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV350290(NAD 83)
 FB1660_MARKER: Q = CHISELED SQUARE
 FB1660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1660_SP_SET: CULVERT
 FB1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1660
 FB1660  HISTORY     - Date     Condition        Report By
 FB1660  HISTORY     - UNK      MONUMENTED       USGS
 FB1660  HISTORY     - 1952     MARK NOT FOUND   TVA
 FB1660
 FB1660                          STATION DESCRIPTION
 FB1660
 FB1660'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1952
 FB1660'10.6 MI NW FROM FONTANA.
 FB1660'10.6 MILES NORTHWEST OF FONTANA, SWAIN COUNTY, ON STATE HIGHWAY
 FB1660'288, 0.4 MILE SOUTHEAST OF THE NORTH CAROLINA-TENNESSEE STATE
 FB1660'LINE, AT A CULVERT, AND ON THE EAST END OF THE NORTH HEADWALL.
 FB1660'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2292 ***********************************************************************
 EZ2292  DESIGNATION -  193 WSM
 EZ2292  PID         -  EZ2292
 EZ2292  STATE/COUNTY-  NC/RANDOLPH
 EZ2292  USGS QUAD   -  RANDLEMAN (1981)
 EZ2292
 EZ2292                         *CURRENT SURVEY CONTROL
 EZ2292  ___________________________________________________________________
 EZ2292* NAD 83(1986)-  35 48 12.     (N)    079 48 23.     (W)     SCALED    
 EZ2292* NAVD 88     -       229.206  (meters)     751.99   (feet)  ADJUSTED  
 EZ2292  ___________________________________________________________________
 EZ2292  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EZ2292  DYNAMIC HT  -         229.011 (meters)     751.35  (feet)  COMP
 EZ2292  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 EZ2292
 EZ2292  VERT ORDER  -  SECOND    CLASS I
 EZ2292
 EZ2292.The horizontal coordinates were scaled from a topographic map and have
 EZ2292.an estimated accuracy of +/- 6 seconds.
 EZ2292
 EZ2292.The orthometric height was determined by differential leveling
 EZ2292.and adjusted in June 1991.
 EZ2292
 EZ2292.The geoid height was determined by GEOID03.
 EZ2292
 EZ2292.The dynamic height is computed by dividing the NAVD 88
 EZ2292.geopotential number by the normal gravity value computed on the
 EZ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2292.degrees latitude (g = 980.6199 gals.).
 EZ2292
 EZ2292.The modeled gravity was interpolated from observed gravity values.
 EZ2292
 EZ2292;                    North         East    Units  Estimated Accuracy
 EZ2292;SPC NC       -   228,080.      536,720.      MT  (+/- 180 meters Scaled)
 EZ2292
 EZ2292                          SUPERSEDED SURVEY CONTROL
 EZ2292
 EZ2292  NGVD 29 (??/??/92)  229.430  (m)          752.72   (f) ADJ UNCH    2 1
 EZ2292
 EZ2292.Superseded values are not recommended for survey control.
 EZ2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2292.See file dsdata.txt to determine how the superseded data were derived.
 EZ2292
 EZ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV078627(NAD 83)
 EZ2292_MARKER: DD = SURVEY DISK
 EZ2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2292_STAMPING: 193-WSM 1949
 EZ2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2292+STABILITY: SURFACE MOTION
 EZ2292
 EZ2292  HISTORY     - Date     Condition        Report By
 EZ2292  HISTORY     - 1949     MONUMENTED       NCGS
 EZ2292  HISTORY     - 1975     GOOD             NCGS
 EZ2292
 EZ2292                          STATION DESCRIPTION
 EZ2292
 EZ2292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2292'1.0 MI S FROM RANDLEMAN.
 EZ2292'TO REACH STATION FROM THE JUNCTION OF US 220 BUSINESS AND US 311,
 EZ2292'PROCEED NORTH ALONG US 220 BUSINESS FOR 0.6 MILE TO SR 2122 EAST AND
 EZ2292'STATION ON LEFT OF THE T INTERSECTION, AND ABOUT ON LINE OF C/L OF SR
 EZ2292'2122 EXTENDED.  27. 9 FT. WSW OF C/L OF US 220 BUSINESS, 15.1 FT. SW
 EZ2292'OF PP WITH ALUMINUM REF. TAG, AND 20.5 FT. NNW OF PP NO. 25 WITH
 EZ2292'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT
 EZ2292'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1854 ***********************************************************************
 EZ1854  DESIGNATION -  194 DRD
 EZ1854  PID         -  EZ1854
 EZ1854  STATE/COUNTY-  NC/WAKE
 EZ1854  USGS QUAD   -  ZEBULON (1981)
 EZ1854
 EZ1854                         *CURRENT SURVEY CONTROL
 EZ1854  ___________________________________________________________________
 EZ1854* NAD 83(1986)-  35 48 53.     (N)    078 15 27.     (W)     SCALED    
 EZ1854* NAVD 88     -        64.737  (meters)     212.39   (feet)  ADJUSTED  
 EZ1854  ___________________________________________________________________
 EZ1854  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 EZ1854  DYNAMIC HT  -          64.680 (meters)     212.20  (feet)  COMP
 EZ1854  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 EZ1854
 EZ1854  VERT ORDER  -  SECOND    CLASS I
 EZ1854
 EZ1854.The horizontal coordinates were scaled from a topographic map and have
 EZ1854.an estimated accuracy of +/- 6 seconds.
 EZ1854
 EZ1854.The orthometric height was determined by differential leveling
 EZ1854.and adjusted in June 1991.
 EZ1854
 EZ1854.The geoid height was determined by GEOID03.
 EZ1854
 EZ1854.The dynamic height is computed by dividing the NAVD 88
 EZ1854.geopotential number by the normal gravity value computed on the
 EZ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1854.degrees latitude (g = 980.6199 gals.).
 EZ1854
 EZ1854.The modeled gravity was interpolated from observed gravity values.
 EZ1854
 EZ1854;                    North         East    Units  Estimated Accuracy
 EZ1854;SPC NC       -   229,300.      676,700.      MT  (+/- 180 meters Scaled)
 EZ1854
 EZ1854                          SUPERSEDED SURVEY CONTROL
 EZ1854
 EZ1854  NGVD 29 (??/??/92)   65.028  (m)          213.35   (f) ADJ UNCH    2 1
 EZ1854
 EZ1854.Superseded values are not recommended for survey control.
 EZ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1854.See file dsdata.txt to determine how the superseded data were derived.
 EZ1854
 EZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV477668(NAD 83)
 EZ1854_MARKER: DD = SURVEY DISK
 EZ1854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EZ1854_SP_SET: WINGWALL
 EZ1854_STAMPING: 194 DRD 1960 213
 EZ1854_MARK LOGO: USGS  
 EZ1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1854+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 EZ1854
 EZ1854  HISTORY     - Date     Condition        Report By
 EZ1854  HISTORY     - 1960     MONUMENTED       USGS
 EZ1854  HISTORY     - 1978     GOOD             NCGS
 EZ1854  HISTORY     - 20070216 GOOD             GEOCAC
 EZ1854
 EZ1854                          STATION DESCRIPTION
 EZ1854
 EZ1854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1854'3.3 MI EAST FROM ZEBULON.
 EZ1854'STATION IS LOCATED IN NORTHERNMOST CORNER OF JOHNSTON COUNTY AT THE
 EZ1854'OLD US 264 BRIDGE OVER MOCCASIN CREEK AND IN NORTHWEST WINGWALL OF
 EZ1854'BRIDGE. DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE.
 EZ1854
 EZ1854                          STATION RECOVERY (2007)
 EZ1854
 EZ1854'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1854'RECOVERED IN THE NORTHWESTERN ABUTMENT OF A BRIDGE BUILT IN 1953. MARK
 EZ1854'IS 29 INCHES NNW OF THE BRIDGE RAIL.
 EZ1854'HH2 GPS COORDINATES N35 48 49.8, W078 15 25.5.
 EZ1854' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2380 ***********************************************************************
 EZ2380  DESIGNATION -  195 A DRD
 EZ2380  PID         -  EZ2380
 EZ2380  STATE/COUNTY-  NC/WAKE
 EZ2380  USGS QUAD   -  ZEBULON (1981)
 EZ2380
 EZ2380                         *CURRENT SURVEY CONTROL
 EZ2380  ___________________________________________________________________
 EZ2380* NAD 83(1986)-  35 48 03.     (N)    078 20 30.     (W)     SCALED    
 EZ2380* NAVD 88     -        70.008  (meters)     229.68   (feet)  ADJUSTED  
 EZ2380  ___________________________________________________________________
 EZ2380  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EZ2380  DYNAMIC HT  -          69.945 (meters)     229.48  (feet)  COMP
 EZ2380  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 EZ2380
 EZ2380  VERT ORDER  -  SECOND    CLASS II
 EZ2380
 EZ2380.The horizontal coordinates were scaled from a topographic map and have
 EZ2380.an estimated accuracy of +/- 6 seconds.
 EZ2380
 EZ2380.The orthometric height was determined by differential leveling
 EZ2380.and adjusted in June 1991.
 EZ2380
 EZ2380.The geoid height was determined by GEOID03.
 EZ2380
 EZ2380.The dynamic height is computed by dividing the NAVD 88
 EZ2380.geopotential number by the normal gravity value computed on the
 EZ2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2380.degrees latitude (g = 980.6199 gals.).
 EZ2380
 EZ2380.The modeled gravity was interpolated from observed gravity values.
 EZ2380
 EZ2380;                    North         East    Units  Estimated Accuracy
 EZ2380;SPC NC       -   227,700.      669,100.      MT  (+/- 180 meters Scaled)
 EZ2380
 EZ2380                          SUPERSEDED SURVEY CONTROL
 EZ2380
 EZ2380  NGVD 29 (??/??/92)   70.295  (m)          230.63   (f) ADJ UNCH    2 2
 EZ2380
 EZ2380.Superseded values are not recommended for survey control.
 EZ2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2380.See file dsdata.txt to determine how the superseded data were derived.
 EZ2380
 EZ2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV402651(NAD 83)
 EZ2380_MARKER: DD = SURVEY DISK
 EZ2380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ2380_SP_SET: ABUTMENT
 EZ2380_STAMPING: 195 A DRD 1960
 EZ2380_MARK LOGO: USGS  
 EZ2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2380
 EZ2380  HISTORY     - Date     Condition        Report By
 EZ2380  HISTORY     - 1960     MONUMENTED       USGS
 EZ2380  HISTORY     - 1976     GOOD             NCGS
 EZ2380  HISTORY     - 20050425 MARK NOT FOUND   USPSQD
 EZ2380  HISTORY     - 20070220 MARK NOT FOUND   GEOCAC
 EZ2380
 EZ2380                          STATION DESCRIPTION
 EZ2380
 EZ2380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2380'2.0 MI NE FROM WENDELL.
 EZ2380'TO REACH STATION FROM INTERSECTION OF US 64 BUSINESS (WILSON AVE.)
 EZ2380'WITH MAIN ST. IN WENDELL, PROCEED EASTERLY ALONG US 64 BUSINESS FOR
 EZ2380'2.15 MILES TO BRIDGE OVER LITTLE RIVER AND STATION ON RIGHT IN
 EZ2380'SOUTHEAST END OF THE NE ABUTMENT.  14.6 FT. SE OF CENTERLINE OF US 64
 EZ2380'BUSINESS AND 47.7 FT. WNW OF 8 INCH LOCUST WITH ALUMINUM REF. TAG.
 EZ2380'DISK IS SET FLUSH IN CONCRETE ABUTMENT, IN DRILL HOLE.
 EZ2380
 EZ2380                          STATION RECOVERY (2005)
 EZ2380
 EZ2380'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2380'MARK NOT FOUND
 EZ2380
 EZ2380                          STATION RECOVERY (2007)
 EZ2380
 EZ2380'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2380'THE BRIDGE HAS BEEN REPLACED SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1846 ***********************************************************************
 EZ1846  DESIGNATION -  195 DRD
 EZ1846  PID         -  EZ1846
 EZ1846  STATE/COUNTY-  NC/WAKE
 EZ1846  USGS QUAD   -  ZEBULON (1981)
 EZ1846
 EZ1846                         *CURRENT SURVEY CONTROL
 EZ1846  ___________________________________________________________________
 EZ1846* NAD 83(1986)-  35 49 22.     (N)    078 18 59.     (W)     SCALED    
 EZ1846* NAVD 88     -        99.539  (meters)     326.57   (feet)  ADJUSTED  
 EZ1846  ___________________________________________________________________
 EZ1846  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EZ1846  DYNAMIC HT  -          99.451 (meters)     326.28  (feet)  COMP
 EZ1846  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 EZ1846
 EZ1846  VERT ORDER  -  SECOND    CLASS I
 EZ1846
 EZ1846.The horizontal coordinates were scaled from a topographic map and have
 EZ1846.an estimated accuracy of +/- 6 seconds.
 EZ1846
 EZ1846.The orthometric height was determined by differential leveling
 EZ1846.and adjusted in June 1991.
 EZ1846
 EZ1846.The geoid height was determined by GEOID03.
 EZ1846
 EZ1846.The dynamic height is computed by dividing the NAVD 88
 EZ1846.geopotential number by the normal gravity value computed on the
 EZ1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1846.degrees latitude (g = 980.6199 gals.).
 EZ1846
 EZ1846.The modeled gravity was interpolated from observed gravity values.
 EZ1846
 EZ1846;                    North         East    Units  Estimated Accuracy
 EZ1846;SPC NC       -   230,150.      671,370.      MT  (+/- 180 meters Scaled)
 EZ1846
 EZ1846                          SUPERSEDED SURVEY CONTROL
 EZ1846
 EZ1846  NGVD 29 (??/??/92)   99.823  (m)          327.50   (f) ADJ UNCH    2 1
 EZ1846
 EZ1846.Superseded values are not recommended for survey control.
 EZ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1846.See file dsdata.txt to determine how the superseded data were derived.
 EZ1846
 EZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV424676(NAD 83)
 EZ1846_STAMPING: 195 DRD 1960
 EZ1846_MARK LOGO: USGS  
 EZ1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1846+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 EZ1846
 EZ1846  HISTORY     - Date     Condition        Report By
 EZ1846  HISTORY     - 1960     MONUMENTED       USGS
 EZ1846  HISTORY     - 1969     GOOD             NCGS
 EZ1846  HISTORY     - 1976     GOOD             NCGS
 EZ1846  HISTORY     - 20070216 GOOD             GEOCAC
 EZ1846
 EZ1846                          STATION DESCRIPTION
 EZ1846
 EZ1846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969
 EZ1846'RECOVERED IN GOOD CONDITION.
 EZ1846
 EZ1846                          STATION RECOVERY (1976)
 EZ1846
 EZ1846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ1846'IN ZEBULON.
 EZ1846'STATION IS LOCATED 0.1 MILE SOUTHWEST OF THE INTERSECTION OF US 64
 EZ1846'BUSINESS, NC 96, AND NC 97 (GANNON AVE. AND ARENDELL AVE.), AT THE
 EZ1846'ZEBULON METHODIST CHURCH, IN CONCRETE ENTRANCE WALK.  16.2 FT. SSE OF
 EZ1846'SOUTH CURB OF US 64 BUSINESS - NC 97, 37.4 FT. WNW OF NORTHEAST CORNER
 EZ1846'OF ZEBULON METHODIST CHURCH AND 12.9 FT. SSW OF 15 INCH OAK WITH
 EZ1846'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE.
 EZ1846
 EZ1846                          STATION RECOVERY (2007)
 EZ1846
 EZ1846'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1846'RECOVERED AT 121 W. GANNON AVENUE. DELETE 15 INCH OAK, WHICH HAS BEEN
 EZ1846'REMOVED. ADD THAT MARK IS 24.8 FEET NORTH OF THE CENTER OF THE DOORS
 EZ1846'TO SANCTUARY, 0.6 FEET EAST OF A BRICK RETAINING WALL, AND 0.6 FEET
 EZ1846'NORTH OF THE LOWEST BRICK STEP. DISK IS SET FLUSH IN A DRILL HOLE, ONE
 EZ1846'FOOT ABOVE THE STREET. IT IS LEVEL WITH THE CITY SIDEWALK.
 EZ1846'HH2 GPS COORDINATES N35 49 31.4, W078 18 58.1.
 EZ1846' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2354 ***********************************************************************
 EZ2354  DESIGNATION -  197 WSM
 EZ2354  PID         -  EZ2354
 EZ2354  STATE/COUNTY-  NC/RANDOLPH
 EZ2354  USGS QUAD   -  PLEASANT GARDEN (1982)
 EZ2354
 EZ2354                         *CURRENT SURVEY CONTROL
 EZ2354  ___________________________________________________________________
 EZ2354* NAD 83(2001)-  35 54 11.15286(N)    079 48 42.17380(W)     ADJUSTED  
 EZ2354* NAVD 88     -       247.550  (meters)     812.17   (feet)  ADJUSTED  
 EZ2354  ___________________________________________________________________
 EZ2354  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 EZ2354  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EZ2354  DYNAMIC HT  -         247.343 (meters)     811.49  (feet)  COMP
 EZ2354  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 EZ2354
 EZ2354  HORZ ORDER  -  SECOND
 EZ2354  VERT ORDER  -  SECOND    CLASS I
 EZ2354
 EZ2354.The horizontal coordinates were established by classical geodetic methods
 EZ2354.and adjusted by the National Geodetic Survey in August 2005.
 EZ2354
 EZ2354.The orthometric height was determined by differential leveling
 EZ2354.and adjusted in June 1991.
 EZ2354
 EZ2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2354
 EZ2354.The geoid height was determined by GEOID03.
 EZ2354
 EZ2354.The dynamic height is computed by dividing the NAVD 88
 EZ2354.geopotential number by the normal gravity value computed on the
 EZ2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2354.degrees latitude (g = 980.6199 gals.).
 EZ2354
 EZ2354.The modeled gravity was interpolated from observed gravity values.
 EZ2354
 EZ2354;                    North         East     Units Scale Factor Converg.
 EZ2354;SPC NC       -   239,148.786   536,330.003   MT  0.99993709   -0 28 06.6
 EZ2354;SPC NC       -   784,607.31  1,759,609.35   sFT  0.99993709   -0 28 06.6
 EZ2354;UTM  17      - 3,973,852.816   607,230.595   MT  0.99974168   +0 41 48.8
 EZ2354
 EZ2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2354!SPC NC       -   0.99996592  x   0.99993709  =   0.99990302
 EZ2354!UTM  17      -   0.99996592  x   0.99974168  =   0.99970761
 EZ2354
 EZ2354                          SUPERSEDED SURVEY CONTROL
 EZ2354
 EZ2354  NAD 83(1986)-  35 54 11.15759(N)    079 48 42.18534(W) AD(       ) 2
 EZ2354  NAD 27      -  35 54 10.66660(N)    079 48 43.06929(W) AD(       ) 2
 EZ2354  NGVD 29 (??/??/92)  247.772  (m)          812.90   (f) ADJ UNCH    2 1
 EZ2354
 EZ2354.Superseded values are not recommended for survey control.
 EZ2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2354.See file dsdata.txt to determine how the superseded data were derived.
 EZ2354
 EZ2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0723173853(NAD 83)
 EZ2354_MARKER: DD = SURVEY DISK
 EZ2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2354_STAMPING: 197 WSM 1949
 EZ2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2354+STABILITY: SURFACE MOTION
 EZ2354
 EZ2354  HISTORY     - Date     Condition        Report By
 EZ2354  HISTORY     - 1949     MONUMENTED       NCGS
 EZ2354  HISTORY     - 1975     GOOD             NCGS
 EZ2354
 EZ2354                          STATION DESCRIPTION
 EZ2354
 EZ2354'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2354'6.0 MI N FROM RANDLEMAN.
 EZ2354'TO REACH STATION FROM INTERSECTION OF US 220 WITH SR 2101 AND SR 1987
 EZ2354'CROSSROADS IN LEVEL CROSS COMMUNITY, PROCEED NORTH ALONG US 220
 EZ2354'BUSINESS FOR 1.0 MILE TO SR 1938 W (0.55 MILE S OF THE RANDOLPH -
 EZ2354'GUILFORD COUNTY LINE), AND STATION ON RIGHT AT A POWER POLE,
 EZ2354'APPROXIMATELY 40 FEET SOUTH AND 50 FEET EAST OF THE T INTERSECTION,
 EZ2354'AND 2 FEET NORTH OF THE POLE.  MARK IS A USGS BM DISK SET IN TOP OF
 EZ2354'PRECAST MONUMENT, 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9416 ***********************************************************************
 DG9416  DESIGNATION -  198 WSM
 DG9416  PID         -  DG9416
 DG9416  STATE/COUNTY-  NC/JONES
 DG9416  USGS QUAD   -  COMFORT (1980)
 DG9416
 DG9416                         *CURRENT SURVEY CONTROL
 DG9416  ___________________________________________________________________
 DG9416* NAD 83(1986)-  35 00 20.     (N)    077 37 15.     (W)     SCALED    
 DG9416* NAVD 88     -        20.071  (meters)      65.85   (feet)  ADJUSTED  
 DG9416  ___________________________________________________________________
 DG9416  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 DG9416  DYNAMIC HT  -          20.052 (meters)      65.79  (feet)  COMP
 DG9416  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 DG9416
 DG9416  VERT ORDER  -  SECOND    CLASS I
 DG9416
 DG9416.The horizontal coordinates were scaled from a topographic map and have
 DG9416.an estimated accuracy of +/- 6 seconds.
 DG9416
 DG9416.The orthometric height was determined by differential leveling
 DG9416.and adjusted in December 2008.
 DG9416
 DG9416.The geoid height was determined by GEOID03.
 DG9416
 DG9416.The dynamic height is computed by dividing the NAVD 88
 DG9416.geopotential number by the normal gravity value computed on the
 DG9416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9416.degrees latitude (g = 980.6199 gals.).
 DG9416
 DG9416.The modeled gravity was interpolated from observed gravity values.
 DG9416
 DG9416;                    North         East    Units  Estimated Accuracy
 DG9416;SPC NC       -   140,150.      735,480.      MT  (+/- 180 meters Scaled)
 DG9416
 DG9416                          SUPERSEDED SURVEY CONTROL
 DG9416
 DG9416  NAVD 88 (09/30/05)   20.121  (m)           66.01   (f) UNKNOWN     2 1
 DG9416
 DG9416.Superseded values are not recommended for survey control.
 DG9416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9416.See file dsdata.txt to determine how the superseded data were derived.
 DG9416
 DG9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD608767(NAD 83)
 DG9416_MARKER: DB = BENCH MARK DISK
 DG9416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9416_SP_SET: HEADWALL
 DG9416_STAMPING: 198 WSM 1954
 DG9416_MARK LOGO: USGS  
 DG9416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9416+STABILITY: SURFACE MOTION
 DG9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9416+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997
 DG9416
 DG9416  HISTORY     - Date     Condition        Report By
 DG9416  HISTORY     - 1954     MONUMENTED       USGS
 DG9416  HISTORY     - 19970514 GOOD             NCGS
 DG9416
 DG9416                          STATION DESCRIPTION
 DG9416
 DG9416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 DG9416'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF RICHLANDS
 DG9416'(ONSLOW COUNTY) AND 1.0 MI (1.6 KM) EAST-NORTHEAST OF HARGETTS STORE.
 DG9416'ALONG NC 41 FOR 1.0 MI (1.6 KM) EAST FROM THE INTERSECTION OF US 258
 DG9416'AT HARGETTS CROSSROADS, IN A CONCRETE HEADWALL, ALSO 6.7 MI (10.8 KM)
 DG9416'WESTERLY FROM THE POST OFFICE IN COMFORT.  MARK IS ABOUT LEVEL WITH NC
 DG9416'41 AND IS FLUSH WITH THE CONCRETE HEADWALL. LOCATED 17.7 FT (5.4 M)
 DG9416'NORTH OF THE CENTERLINE OF NC 41 AND 51.3 FT (15.6 M) SOUTHEAST OF A
 DG9416'POWER POLE (F40) .
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1502 ***********************************************************************
 FB1502  DESIGNATION -  1984.5
 FB1502  PID         -  FB1502
 FB1502  STATE/COUNTY-  NC/JACKSON
 FB1502  USGS QUAD   -  SYLVA SOUTH (1990)
 FB1502
 FB1502                         *CURRENT SURVEY CONTROL
 FB1502  ___________________________________________________________________
 FB1502* NAD 83(1986)-  35 21 18.     (N)    083 14 46.     (W)     SCALED    
 FB1502* NAVD 88     -       604.84   (+/-2cm)    1984.4    (feet)  VERTCON   
 FB1502  ___________________________________________________________________
 FB1502  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB1502  VERT ORDER  -  ? (See Below)
 FB1502
 FB1502.The horizontal coordinates were scaled from a topographic map and have
 FB1502.an estimated accuracy of +/- 6 seconds.
 FB1502
 FB1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1502.The vertical order pertains to the NGVD 29 superseded value.
 FB1502
 FB1502.The geoid height was determined by GEOID03.
 FB1502
 FB1502;                    North         East    Units  Estimated Accuracy
 FB1502;SPC NC       -   186,290.      223,830.      MT  (+/- 180 meters Scaled)
 FB1502
 FB1502                          SUPERSEDED SURVEY CONTROL
 FB1502
 FB1502  NGVD 29 (??/??/92)  604.884  (m)         1984.52   (f) ADJ UNCH    ?  
 FB1502
 FB1502.Superseded values are not recommended for survey control.
 FB1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1502.See file dsdata.txt to determine how the superseded data were derived.
 FB1502
 FB1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV959147(NAD 83)
 FB1502_MARKER: O = CHISELED CIRCLE
 FB1502_SETTING: 80 = SET IN A BOULDER
 FB1502_SP_SET: BOULDER
 FB1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1502+STABILITY: SURFACE MOTION
 FB1502
 FB1502  HISTORY     - Date     Condition        Report By
 FB1502  HISTORY     - UNK      MONUMENTED       DOD
 FB1502  HISTORY     - 1936     GOOD             NGS
 FB1502
 FB1502                          STATION DESCRIPTION
 FB1502
 FB1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1502'1.4 MI SE FROM DILLSBORO.
 FB1502'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 23 FROM DILLSBORO, JACKSON
 FB1502'COUNTY, BETWEEN A PRIVATE ROAD AND THE HIGHWAY, ACROSS THE ROAD
 FB1502'FROM A ROCK BLUFF, 3 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT,
 FB1502'AND 3 FEET HIGHER THAN THE GROUND, ON THE HIGHEST POINT OF A
 FB1502'LARGE ISOLATED BOULDER.  A CHISELED CIRCLE, PAINTED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9418 ***********************************************************************
 DG9418  DESIGNATION -  199 WSM
 DG9418  PID         -  DG9418
 DG9418  STATE/COUNTY-  NC/JONES
 DG9418  USGS QUAD   -  COMFORT (1980)
 DG9418
 DG9418                         *CURRENT SURVEY CONTROL
 DG9418  ___________________________________________________________________
 DG9418* NAD 83(1986)-  35 00 33.     (N)    077 35 28.     (W)     SCALED    
 DG9418* NAVD 88     -        18.412  (meters)      60.41   (feet)  ADJUSTED  
 DG9418  ___________________________________________________________________
 DG9418  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 DG9418  DYNAMIC HT  -          18.395 (meters)      60.35  (feet)  COMP
 DG9418  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 DG9418
 DG9418  VERT ORDER  -  SECOND    CLASS I
 DG9418
 DG9418.The horizontal coordinates were scaled from a topographic map and have
 DG9418.an estimated accuracy of +/- 6 seconds.
 DG9418
 DG9418.The orthometric height was determined by differential leveling
 DG9418.and adjusted in December 2008.
 DG9418
 DG9418.The geoid height was determined by GEOID03.
 DG9418
 DG9418.The dynamic height is computed by dividing the NAVD 88
 DG9418.geopotential number by the normal gravity value computed on the
 DG9418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9418.degrees latitude (g = 980.6199 gals.).
 DG9418
 DG9418.The modeled gravity was interpolated from observed gravity values.
 DG9418
 DG9418;                    North         East    Units  Estimated Accuracy
 DG9418;SPC NC       -   140,590.      738,180.      MT  (+/- 180 meters Scaled)
 DG9418
 DG9418                          SUPERSEDED SURVEY CONTROL
 DG9418
 DG9418  NAVD 88 (09/30/05)   18.461  (m)           60.57   (f) UNKNOWN     2 1
 DG9418
 DG9418.Superseded values are not recommended for survey control.
 DG9418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9418.See file dsdata.txt to determine how the superseded data were derived.
 DG9418
 DG9418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD635771(NAD 83)
 DG9418_MARKER: DB = BENCH MARK DISK
 DG9418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9418_SP_SET: HEADWALL
 DG9418_STAMPING: 199 WSM 1954
 DG9418_MARK LOGO: USGS  
 DG9418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9418+STABILITY: SURFACE MOTION
 DG9418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9418+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997
 DG9418
 DG9418  HISTORY     - Date     Condition        Report By
 DG9418  HISTORY     - 1954     MONUMENTED       USGS
 DG9418  HISTORY     - 19970514 GOOD             NCGS
 DG9418
 DG9418                          STATION DESCRIPTION
 DG9418
 DG9418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 DG9418'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF RICHLANDS
 DG9418'(ONSLOW COUNTY) AND 2.7 MI (4.3 KM) EAST OF HARGETTS STORE.  ALONG NC
 DG9418'41 FOR 2.7 MI (4.3 KM) EAST FROM THE INTERSECTION OF US 258, AT
 DG9418'HARGETTS CROSSROADS, TO THE STATION, AND 0.1 MI (0.2 KM) WESTERLY FROM
 DG9418'SR 1142 (WEYERHAEUSER RD.) , ALSO 5.0 MI (8.0 KM) WESTERLY FROM THE
 DG9418'POST OFFICE IN COMFORT.  MARK IS ABOUT LEVEL WITH NC 41 AND IS FLUSH
 DG9418'WITH THE CONCRETE HEADWALL.  LOCATED 19.0 FT (5.8 M) SOUTH-SOUTHWEST
 DG9418'OF THE CENTERLINE OF NC 41, AND 38.6 FT (11.8 M) NORTHWEST OF A POWER
 DG9418'POLE (14872015) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0621 ***********************************************************************
 GA0621  DESIGNATION -  1992.442
 GA0621  PID         -  GA0621
 GA0621  STATE/COUNTY-  NC/MITCHELL
 GA0621  USGS QUAD   -  HUNTDALE (1939)
 GA0621
 GA0621                         *CURRENT SURVEY CONTROL
 GA0621  ___________________________________________________________________
 GA0621* NAD 83(1986)-  36 04 30.     (N)    082 20 39.     (W)     SCALED    
 GA0621* NAVD 88     -       607.190  (meters)    1992.09   (feet)  ADJUSTED  
 GA0621  ___________________________________________________________________
 GA0621  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA0621  DYNAMIC HT  -         606.582 (meters)    1990.09  (feet)  COMP
 GA0621  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 GA0621
 GA0621  VERT ORDER  -  SECOND    CLASS 0
 GA0621
 GA0621.The horizontal coordinates were scaled from a topographic map and have
 GA0621.an estimated accuracy of +/- 6 seconds.
 GA0621
 GA0621.The orthometric height was determined by differential leveling
 GA0621.and adjusted in June 1991.
 GA0621
 GA0621.The geoid height was determined by GEOID03.
 GA0621
 GA0621.The dynamic height is computed by dividing the NAVD 88
 GA0621.geopotential number by the normal gravity value computed on the
 GA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA0621.degrees latitude (g = 980.6199 gals.).
 GA0621
 GA0621.The modeled gravity was interpolated from observed gravity values.
 GA0621
 GA0621;                    North         East    Units  Estimated Accuracy
 GA0621;SPC NC       -   263,000.      308,430.      MT  (+/- 180 meters Scaled)
 GA0621
 GA0621                          SUPERSEDED SURVEY CONTROL
 GA0621
 GA0621  NGVD 29 (??/??/92)  607.288  (m)         1992.41   (f) ADJ UNCH    2 0
 GA0621
 GA0621.Superseded values are not recommended for survey control.
 GA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0621.See file dsdata.txt to determine how the superseded data were derived.
 GA0621
 GA0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV789931(NAD 83)
 GA0621_MARKER: X = CHISELED CROSS
 GA0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0621_SP_SET: ABUTMENT
 GA0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0621
 GA0621  HISTORY     - Date     Condition        Report By
 GA0621  HISTORY     - UNK      MONUMENTED       NWRR
 GA0621  HISTORY     - 1934     GOOD             NGS
 GA0621
 GA0621                          STATION DESCRIPTION
 GA0621
 GA0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GA0621'0.7 MI N FROM POPLAR.
 GA0621'0.7 MILE NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 GA0621'AT POPLAR, MITCHELL COUNTY, 2-1/2 RAILS WEST OF MILEPOST 148, AT
 GA0621'THE BRIDGE OVER NOLICHUCKY RIVER, ON THE TOP OF THE CONCRETE
 GA0621'RETAINING WALL OF THE EAST ABUTMENT AND 2 FEET NORTH OF A PLATE
 GA0621'GIRDER.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0806 ***********************************************************************
 FB0806  DESIGNATION -  1994.437
 FB0806  PID         -  FB0806
 FB0806  STATE/COUNTY-  NC/BUNCOMBE
 FB0806  USGS QUAD   -  ASHEVILLE (1991)
 FB0806
 FB0806                         *CURRENT SURVEY CONTROL
 FB0806  ___________________________________________________________________
 FB0806* NAD 83(1986)-  35 34 02.     (N)    082 32 31.     (W)     SCALED    
 FB0806* NAVD 88     -       607.795  (meters)    1994.07   (feet)  ADJUSTED  
 FB0806  ___________________________________________________________________
 FB0806  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB0806  DYNAMIC HT  -         607.181 (meters)    1992.06  (feet)  COMP
 FB0806  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 FB0806
 FB0806  VERT ORDER  -  FIRST     CLASS I
 FB0806
 FB0806.The horizontal coordinates were scaled from a topographic map and have
 FB0806.an estimated accuracy of +/- 6 seconds.
 FB0806
 FB0806.The orthometric height was determined by differential leveling
 FB0806.and adjusted in June 1991.
 FB0806
 FB0806.The geoid height was determined by GEOID03.
 FB0806
 FB0806.The dynamic height is computed by dividing the NAVD 88
 FB0806.geopotential number by the normal gravity value computed on the
 FB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0806.degrees latitude (g = 980.6199 gals.).
 FB0806
 FB0806.The modeled gravity was interpolated from observed gravity values.
 FB0806
 FB0806;                    North         East    Units  Estimated Accuracy
 FB0806;SPC NC       -   207,310.      288,620.      MT  (+/- 180 meters Scaled)
 FB0806
 FB0806                          SUPERSEDED SURVEY CONTROL
 FB0806
 FB0806  NGVD 29 (??/??/92)  607.894  (m)         1994.40   (f) ADJ UNCH    1 1
 FB0806
 FB0806.Superseded values are not recommended for survey control.
 FB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0806.See file dsdata.txt to determine how the superseded data were derived.
 FB0806
 FB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV602370(NAD 83)
 FB0806_MARKER: DB = BENCH MARK DISK
 FB0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0806_SP_SET: BUILDING
 FB0806_STAMPING: 1994.437
 FB0806_MARK LOGO: USGS  
 FB0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0806+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 FB0806
 FB0806  HISTORY     - Date     Condition        Report By
 FB0806  HISTORY     - UNK      MONUMENTED       USGS
 FB0806  HISTORY     - 1967     GOOD             NGS
 FB0806  HISTORY     - 19920109 GOOD             NCGS
 FB0806  HISTORY     - 19980218 GOOD             NCGS
 FB0806  HISTORY     - 20050915 GOOD             USPSQD
 FB0806
 FB0806                          STATION DESCRIPTION
 FB0806
 FB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0806'AT BILTMORE.
 FB0806'AT BILTMORE, 50 YARDS SOUTHWEST AND ACROSS LODGE STREET FROM THE
 FB0806'SOUTHWEST CORNER OF THE SOUTHERN RAILWAY COMPANY RAILROAD STATION,
 FB0806'OR ABOUT 2.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY COMPANY
 FB0806'RAILROAD FROM THE STATION AT ASHEVILLE, 60 YARDS SOUTH AND ACROSS
 FB0806'LODGE STREET FROM THE SOUTH RAIL OF THE MOST SOUTHERLY TRACK,
 FB0806'A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE NORTH STONE
 FB0806'FACE OF THE OFFICE BUILDING FOR THE BILTMORE ESTATE, 47 FEET WEST
 FB0806'OF THE WEST CURB OF BILTMORE PLAZA, 53 FEET EAST OF THE NORTHEAST
 FB0806'CORNER OF THE BUILDING WHICH HOUSES FIRE STATION NO. 5, 20 FEET
 FB0806'SOUTH OF THE SOUTH CURB OF LODGE STREET, 17 FEET WEST OF THE
 FB0806'NORTHEAST CORNER OF THE OFFICE BUILDING, AND ABOUT 1 FOOT ABOVE
 FB0806'THE LEVEL OF THE GROUND.
 FB0806
 FB0806                          STATION RECOVERY (1992)
 FB0806
 FB0806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0806'RECOVERED IN GOOD CONDITION.  STATION PLAZA NOW HOUSES THE BILTMORE
 FB0806'COMPANY OFFICES.
 FB0806
 FB0806                          STATION RECOVERY (1998)
 FB0806
 FB0806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB0806'RECOVERED AS DESCRIBED.
 FB0806
 FB0806                          STATION RECOVERY (2005)
 FB0806
 FB0806'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB0806'ADDITIONAL INFORMATION
 FB0806'STATION LOCATED IN BUILDING AT THE CORNER OF LODGE STREET AND BILTMORE
 FB0806'PLAZA
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9265 ***********************************************************************
 DE9265  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9265  DESIGNATION -  19E 200
 DE9265  PID         -  DE9265
 DE9265  STATE/COUNTY-  NC/GUILFORD
 DE9265  USGS QUAD   -  GREENSBORO (1994)
 DE9265
 DE9265                         *CURRENT SURVEY CONTROL
 DE9265  ___________________________________________________________________
 DE9265* NAD 83(2007)-  36 02 56.37222(N)    079 47 28.81540(W)     ADJUSTED  
 DE9265* NAVD 88     -       227.42   (meters)     746.1    (feet)  GPS OBS   
 DE9265  ___________________________________________________________________
 DE9265  EPOCH DATE  -        2002.00
 DE9265  X           -     915,049.765 (meters)                     COMP
 DE9265  Y           -  -5,081,224.867 (meters)                     COMP
 DE9265  Z           -   3,732,703.982 (meters)                     COMP
 DE9265  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 DE9265  ELLIP HEIGHT-         196.659 (meters)          (02/10/07) ADJUSTED
 DE9265  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DE9265
 DE9265  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9265  Type    PID    Designation                      North   East  Ellip
 DE9265  -------------------------------------------------------------------
 DE9265  NETWORK DE9265 19E 200                           1.22   0.96   1.72
 DE9265  -------------------------------------------------------------------
 DE9265
 DE9265.The horizontal coordinates were established by GPS observations
 DE9265.and adjusted by the National Geodetic Survey in February 2007.
 DE9265
 DE9265.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9265.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9265.The horizontal coordinates are valid at the epoch date displayed above.
 DE9265.The epoch date for horizontal control is a decimal equivalence
 DE9265.of Year/Month/Day.
 DE9265
 DE9265.The orthometric height was determined by GPS observations and a
 DE9265.high-resolution geoid model.
 DE9265.The orthometric height was determined by GPS observations and a
 DE9265.high-resolution geoid model using precise GPS observation and
 DE9265.processing techniques.
 DE9265
 DE9265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9265
 DE9265.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9265
 DE9265.The ellipsoidal height was determined by GPS observations
 DE9265.and is referenced to NAD 83.
 DE9265
 DE9265.The geoid height was determined by GEOID03.
 DE9265
 DE9265;                    North         East     Units Scale Factor Converg.
 DE9265;SPC NC       -   255,320.871   538,298.406   MT  0.99996928   -0 27 24.3
 DE9265;SPC NC       -   837,665.22  1,766,067.35   sFT  0.99996928   -0 27 24.3
 DE9265;UTM  17      - 3,990,058.244   608,868.954   MT  0.99974604   +0 42 40.8
 DE9265
 DE9265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9265!SPC NC       -   0.99996914  x   0.99996928  =   0.99993842
 DE9265!UTM  17      -   0.99996914  x   0.99974604  =   0.99971518
 DE9265
 DE9265:                Primary Azimuth Mark                     Grid Az
 DE9265:SPC NC       -  40E 200                                  184 17 21.5
 DE9265:UTM  17      -  40E 200                                  183 07 16.4
 DE9265
 DE9265|---------------------------------------------------------------------|
 DE9265| PID    Reference Object                     Distance      Geod. Az  |
 DE9265|                                                           dddmmss.s |
 DE9265| DE9266 40E 200                             APPROX. 0.5 KM 1834957.2 |
 DE9265|---------------------------------------------------------------------|
 DE9265
 DE9265                          SUPERSEDED SURVEY CONTROL
 DE9265
 DE9265  NAD 83(2001)-  36 02 56.37254(N)    079 47 28.81512(W) AD(       ) 1
 DE9265  ELLIP H (03/13/03)  196.657  (m)                       GP(       ) 4 2
 DE9265  NAD 83(1986)-  36 02 56.37835(N)    079 47 28.82232(W) AD(       ) 1
 DE9265
 DE9265.Superseded values are not recommended for survey control.
 DE9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9265.See file dsdata.txt to determine how the superseded data were derived.
 DE9265
 DE9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0886990058(NAD 83)
 DE9265_MARKER: DD = SURVEY DISK
 DE9265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9265_STAMPING: 19E.200 7/97
 DE9265_MARK LOGO: NC1940
 DE9265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9265+STABILITY: SURFACE MOTION
 DE9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9265+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9265
 DE9265  HISTORY     - Date     Condition        Report By
 DE9265  HISTORY     - 1997     MONUMENTED       NC1940
 DE9265
 DE9265                          STATION DESCRIPTION
 DE9265
 DE9265'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9265'STATION IS LOCATED IN GREENSBORO, ABOUT 0.8 MI (1.3 KM) SOUTH OF THE
 DE9265'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF ELM-EUGENE STREET
 DE9265'AND FLORIDA STREET.
 DE9265'ALONG SOUTH ELM-EUGENE STREET FOR 0.9 MI (1.4 KM) NORTH FROM THE I-40
 DE9265'AND I-85 UNDERPASS, IN THE NORTHEAST CORNER OF INTERSECTION WITH
 DE9265'FLORIDA STREET.
 DE9265'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF ELM-EUGENE STREET AND
 DE9265'RECESSED 1-INCH BELOW THE GROUND. LOCATED 19.5 FT (5.9 M)
 DE9265'EAST-SOUTHEAST OF EDGE OF PAVEMENT OF ELM-EUGENE STREET, 63.0 FT (19.2
 DE9265'M) NORTH-NORTHEAST OF THE CENTERLINE OF FLORIDA STREET, 5.3 FT (1.6 M)
 DE9265'SOUTHWEST OF A CHAIN LINK FENCE, 11.9 FT (3.6 M) NORTH-NORTHWEST OF A
 DE9265'SANITARY SEWER MANHOLE (NORTHERN MOST OF TWO), AND 16.3 FT (5.0 M)
 DE9265'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ3424 ***********************************************************************
 AJ3424  SACS        -  This is a Secondary Airport Control Station.
 AJ3424  DESIGNATION -  1A5 A
 AJ3424  PID         -  AJ3424
 AJ3424  STATE/COUNTY-  NC/MACON
 AJ3424  USGS QUAD   -  FRANKLIN (1946)
 AJ3424
 AJ3424                         *CURRENT SURVEY CONTROL
 AJ3424  ___________________________________________________________________
 AJ3424* NAD 83(2007)-  35 13 28.85080(N)    083 24 52.09901(W)     ADJUSTED  
 AJ3424* NAVD 88     -       614.773  (meters)    2016.97   (feet)  ADJUSTED  
 AJ3424  ___________________________________________________________________
 AJ3424  EPOCH DATE  -        2002.00
 AJ3424  X           -     598,268.618 (meters)                     COMP
 AJ3424  Y           -  -5,182,148.387 (meters)                     COMP
 AJ3424  Z           -   3,658,595.800 (meters)                     COMP
 AJ3424  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AJ3424  ELLIP HEIGHT-         586.420 (meters)          (02/10/07) ADJUSTED
 AJ3424  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AJ3424  DYNAMIC HT  -         614.141 (meters)    2014.89  (feet)  COMP
 AJ3424
 AJ3424  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ3424  Type    PID    Designation                      North   East  Ellip
 AJ3424  -------------------------------------------------------------------
 AJ3424  NETWORK AJ3424 1A5 A                             0.53   0.37   0.84
 AJ3424  -------------------------------------------------------------------
 AJ3424  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 AJ3424
 AJ3424  VERT ORDER  -  SECOND    CLASS II
 AJ3424
 AJ3424.This mark is at Macon County Airport (1A5)
 AJ3424
 AJ3424.The horizontal coordinates were established by GPS observations
 AJ3424.and adjusted by the National Geodetic Survey in February 2007.
 AJ3424
 AJ3424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ3424.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ3424.The horizontal coordinates are valid at the epoch date displayed above.
 AJ3424.The epoch date for horizontal control is a decimal equivalence
 AJ3424.of Year/Month/Day.
 AJ3424
 AJ3424.The orthometric height was determined by differential leveling
 AJ3424.and adjusted in June 2001.
 AJ3424.No vertical observational check was made to the station.
 AJ3424
 AJ3424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3424
 AJ3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3424
 AJ3424.The ellipsoidal height was determined by GPS observations
 AJ3424.and is referenced to NAD 83.
 AJ3424
 AJ3424.The geoid height was determined by GEOID03.
 AJ3424
 AJ3424.The dynamic height is computed by dividing the NAVD 88
 AJ3424.geopotential number by the normal gravity value computed on the
 AJ3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3424.degrees latitude (g = 980.6199 gals.).
 AJ3424
 AJ3424.The modeled gravity was interpolated from observed gravity values.
 AJ3424
 AJ3424;                    North         East     Units Scale Factor Converg.
 AJ3424;SPC NC       -   172,519.372   207,900.391   MT  0.99987270   -2 32 52.4
 AJ3424;SPC NC       -   566,007.31    682,086.53   sFT  0.99987270   -2 32 52.4
 AJ3424;UTM  17      - 3,900,631.230   280,257.434   MT  1.00019512   -1 23 35.5
 AJ3424
 AJ3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3424!SPC NC       -   0.99990796  x   0.99987270  =   0.99978067
 AJ3424!UTM  17      -   0.99990796  x   1.00019512  =   1.00010306
 AJ3424
 AJ3424                          SUPERSEDED SURVEY CONTROL
 AJ3424
 AJ3424  NAD 83(2001)-  35 13 28.85083(N)    083 24 52.09924(W) AD(       ) B
 AJ3424  ELLIP H (01/30/03)  586.425  (m)                       GP(       ) 4 2
 AJ3424  NAD 83(1986)-  35 13 28.85601(N)    083 24 52.10699(W) AD(       ) 1
 AJ3424  NAD 83(1995)-  35 13 28.85083(N)    083 24 52.09921(W) AD(       ) B
 AJ3424  ELLIP H (07/31/01)  586.411  (m)                       GP(       ) 4 2
 AJ3424  NAVD 88 (07/31/01)  614.77   (m)         2017.0    (f) LEVELING    3  
 AJ3424
 AJ3424.Superseded values are not recommended for survey control.
 AJ3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3424.See file dsdata.txt to determine how the superseded data were derived.
 AJ3424
 AJ3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8025700631(NAD 83)
 AJ3424_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3424_STAMPING: 1A5 A 2000
 AJ3424_MARK LOGO: NCGS  
 AJ3424_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3424+STABILITY: SURFACE MOTION
 AJ3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3424+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AJ3424
 AJ3424  HISTORY     - Date     Condition        Report By
 AJ3424  HISTORY     - 2000     MONUMENTED       NCGS
 AJ3424  HISTORY     - 20040915 GOOD             USPSQD
 AJ3424
 AJ3424                          STATION DESCRIPTION
 AJ3424
 AJ3424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ3424'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHWEST OF FRANKLIN AT THE
 AJ3424'MACON COUNTY AIRPORT. ALONG NORTH SIDE OF RUNWAY APPROXIMATELY
 AJ3424'600-FEET WEST OF EAST END OF RUNWAY. MARK IS ABOUT 8-FEET HIGHER THAN
 AJ3424'RUNWAY AND FLUSH WITH THE GROUND. LOCATED 199.5 FT (60.8 M)
 AJ3424'NORTH-NORTHWEST OF THE CENTERLINE OF RUNWAY, 162.0 FT (49.4 M)
 AJ3424'NORTH-NORTHWEST OF THE NORTH EDGE OF RUNWAY, 98.3 FT (30.0 M)
 AJ3424'SOUTH-SOUTHEAST OF FENCE LINE, 284.5 FT (86.7 M) WEST OF THE WEST END
 AJ3424'OF THE RUNWAY CULVERT HEADWALL ON NORTH SIDE OF RUNWAY, AND 424.0 FT
 AJ3424'(129.2 M) EAST OF A 15-INCH CHERRY TREE WITH A REFERENCE TAG. THIS
 AJ3424'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ3424
 AJ3424                          STATION RECOVERY (2004)
 AJ3424
 AJ3424'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AJ3424'CORRECTION-CHERRY TREE HAS BEENREMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9406 ***********************************************************************
 DE9406  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9406  DESIGNATION -  1E 200
 DE9406  PID         -  DE9406
 DE9406  STATE/COUNTY-  NC/GUILFORD
 DE9406  USGS QUAD   -  GREENSBORO (1994)
 DE9406
 DE9406                         *CURRENT SURVEY CONTROL
 DE9406  ___________________________________________________________________
 DE9406* NAD 83(2007)-  36 04 11.84838(N)    079 47 01.07479(W)     ADJUSTED  
 DE9406* NAVD 88     -       252.97   (meters)     830.0    (feet)  GPS OBS   
 DE9406  ___________________________________________________________________
 DE9406  EPOCH DATE  -        2002.00
 DE9406  X           -     915,493.903 (meters)                     COMP
 DE9406  Y           -  -5,079,774.353 (meters)                     COMP
 DE9406  Z           -   3,734,599.677 (meters)                     COMP
 DE9406  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 DE9406  ELLIP HEIGHT-         222.143 (meters)          (02/10/07) ADJUSTED
 DE9406  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DE9406
 DE9406  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9406  Type    PID    Designation                      North   East  Ellip
 DE9406  -------------------------------------------------------------------
 DE9406  NETWORK DE9406 1E 200                            0.84   0.67   1.41
 DE9406  -------------------------------------------------------------------
 DE9406
 DE9406.The horizontal coordinates were established by GPS observations
 DE9406.and adjusted by the National Geodetic Survey in February 2007.
 DE9406
 DE9406.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9406.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9406.The horizontal coordinates are valid at the epoch date displayed above.
 DE9406.The epoch date for horizontal control is a decimal equivalence
 DE9406.of Year/Month/Day.
 DE9406
 DE9406.The orthometric height was determined by GPS observations and a
 DE9406.high-resolution geoid model.
 DE9406.The orthometric height was determined by GPS observations and a
 DE9406.high-resolution geoid model using precise GPS observation and
 DE9406.processing techniques.
 DE9406
 DE9406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9406
 DE9406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9406
 DE9406.The ellipsoidal height was determined by GPS observations
 DE9406.and is referenced to NAD 83.
 DE9406
 DE9406.The geoid height was determined by GEOID03.
 DE9406
 DE9406;                    North         East     Units Scale Factor Converg.
 DE9406;SPC NC       -   257,641.570   539,011.072   MT  0.99997444   -0 27 08.2
 DE9406;SPC NC       -   845,279.05  1,768,405.49   sFT  0.99997444   -0 27 08.2
 DE9406;UTM  17      - 3,992,392.466   609,534.006   MT  0.99974783   +0 42 58.4
 DE9406
 DE9406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9406!SPC NC       -   0.99996514  x   0.99997444  =   0.99993958
 DE9406!UTM  17      -   0.99996514  x   0.99974783  =   0.99971298
 DE9406
 DE9406:                Primary Azimuth Mark                     Grid Az
 DE9406:SPC NC       -  4W 200                                   004 11 00.1
 DE9406:UTM  17      -  4W 200                                   003 00 53.5
 DE9406
 DE9406|---------------------------------------------------------------------|
 DE9406| PID    Reference Object                     Distance      Geod. Az  |
 DE9406|                                                           dddmmss.s |
 DE9406| DE9407 4W 200                              446.988 METERS 0034351.9 |
 DE9406|---------------------------------------------------------------------|
 DE9406
 DE9406                          SUPERSEDED SURVEY CONTROL
 DE9406
 DE9406  NAD 83(2001)-  36 04 11.84868(N)    079 47 01.07456(W) AD(       ) 1
 DE9406  ELLIP H (03/13/03)  222.142  (m)                       GP(       ) 4 2
 DE9406  NAD 83(1986)-  36 04 11.85467(N)    079 47 01.08136(W) AD(       ) 1
 DE9406
 DE9406.Superseded values are not recommended for survey control.
 DE9406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9406.See file dsdata.txt to determine how the superseded data were derived.
 DE9406
 DE9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0953492392(NAD 83)
 DE9406_MARKER: DD = SURVEY DISK
 DE9406_SETTING: 0 = UNSPECIFIED SETTING
 DE9406_STAMPING: 1E200 1999
 DE9406_MARK LOGO: NC1940
 DE9406_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9406+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9406
 DE9406  HISTORY     - Date     Condition        Report By
 DE9406  HISTORY     - 1999     MONUMENTED       NC1940
 DE9406  HISTORY     - 20050307 GOOD             USPSQD
 DE9406  HISTORY     - 20060802 GOOD             USPSQD
 DE9406
 DE9406                          STATION DESCRIPTION
 DE9406
 DE9406'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9406'STATION IS ABOUT 0.5 MI (0.8 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9406'GOVERNMENT PLAZA, IN THE WASHINGTON STREET OVERPASS OF EDWARD R MURROW
 DE9406'BOULEVARD.
 DE9406'MARK IS LEVEL WITH THE SIDEWALK. LOCATED 21.0 FT (6.4 M) NORTHEAST OF
 DE9406'THE CENTERLINE OF THE STREET, 2.6 FT (0.8 M) NORTHEAST OF BACK OF
 DE9406'CURB, AND 2.8 FT (0.9 M) SOUTHWEST OF THE GUARD RAIL.
 DE9406
 DE9406                          STATION RECOVERY (2005)
 DE9406
 DE9406'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9406'ADD TO DESCRIPTION - 2.8 (0.9 M) SOUTH OF THE GUARD RAIL IN THE CENTER
 DE9406'OF NORTH BRIDGE WALKWAY
 DE9406
 DE9406                          STATION RECOVERY (2006)
 DE9406
 DE9406'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0705 ***********************************************************************
 EZ0705  DESIGNATION -  2
 EZ0705  PID         -  EZ0705
 EZ0705  STATE/COUNTY-  NC/WAKE
 EZ0705  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0705
 EZ0705                         *CURRENT SURVEY CONTROL
 EZ0705  ___________________________________________________________________
 EZ0705* NAD 83(1986)-  35 46 57.     (N)    078 40 10.     (W)     SCALED    
 EZ0705* NAVD 88     -       111.462  (meters)     365.69   (feet)  ADJUSTED  
 EZ0705  ___________________________________________________________________
 EZ0705  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 EZ0705  DYNAMIC HT  -         111.366 (meters)     365.37  (feet)  COMP
 EZ0705  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 EZ0705
 EZ0705  VERT ORDER  -  FIRST     CLASS I
 EZ0705
 EZ0705.The horizontal coordinates were scaled from a topographic map and have
 EZ0705.an estimated accuracy of +/- 6 seconds.
 EZ0705
 EZ0705.The orthometric height was determined by differential leveling
 EZ0705.and adjusted in June 1991.
 EZ0705
 EZ0705.The geoid height was determined by GEOID03.
 EZ0705
 EZ0705.The dynamic height is computed by dividing the NAVD 88
 EZ0705.geopotential number by the normal gravity value computed on the
 EZ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0705.degrees latitude (g = 980.6199 gals.).
 EZ0705
 EZ0705.The modeled gravity was interpolated from observed gravity values.
 EZ0705
 EZ0705;                    North         East    Units  Estimated Accuracy
 EZ0705;SPC NC       -   225,520.      639,480.      MT  (+/- 180 meters Scaled)
 EZ0705
 EZ0705                          SUPERSEDED SURVEY CONTROL
 EZ0705
 EZ0705  NGVD 29 (??/??/92)  111.729  (m)          366.56   (f) ADJ UNCH    1 1
 EZ0705
 EZ0705.Superseded values are not recommended for survey control.
 EZ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0705.See file dsdata.txt to determine how the superseded data were derived.
 EZ0705
 EZ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV106623(NAD 83)
 EZ0705_MARKER: DB = BENCH MARK DISK
 EZ0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0705_SP_SET: WALL
 EZ0705_STAMPING: NO 2 1935
 EZ0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0705
 EZ0705  HISTORY     - Date     Condition        Report By
 EZ0705  HISTORY     - 1935     MONUMENTED       CGS
 EZ0705  HISTORY     - 1967     GOOD             NGS
 EZ0705  HISTORY     - 20050706 MARK NOT FOUND   GEOCAC
 EZ0705
 EZ0705                          STATION DESCRIPTION
 EZ0705
 EZ0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EZ0705'1.5 MI NW FROM RALEIGH.
 EZ0705'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0705'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.15 MILE WEST ALONG
 EZ0705'PATE DRIVE TO THE SOUTH GATE OF RIDDICK FIELD STADIUM AT THE
 EZ0705'NORTH CAROLINA STATE UNIVERSITY, THENCE 110 YARDS NORTH ACROSS
 EZ0705'THE FIELD TO THE NORTHEAST CORNER OF THE WEST CONCRETE GRANDSTANDS,
 EZ0705'SET VERTICALLY IN THE EAST FACE OF THE CONCRETE WALL OF THE
 EZ0705'GRANDSTANDS, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 EZ0705
 EZ0705                          STATION RECOVERY (2005)
 EZ0705
 EZ0705'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0705'VISITED SITE AT INTERSECTION OF MORRILL DRIVE AND CATES DRIVE. THE
 EZ0705'WESTERN CONCRETE GRANDSTAND HAS BEEN REMOVED. (RIDDICK FIELD STADIUM
 EZ0705'HAS BEEN RENAMED THE PAUL DERR MEMORIAL TRACK.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0482 ***********************************************************************
 FZ0482  DESIGNATION -  2
 FZ0482  PID         -  FZ0482
 FZ0482  STATE/COUNTY-  NC/SURRY
 FZ0482  USGS QUAD   -  COPELAND (1994)
 FZ0482
 FZ0482                         *CURRENT SURVEY CONTROL
 FZ0482  ___________________________________________________________________
 FZ0482* NAD 83(1986)-  36 18 21.     (N)    080 44 45.     (W)     SCALED    
 FZ0482* NAVD 88     -       336.14   (+/-2cm)    1102.8    (feet)  VERTCON   
 FZ0482  ___________________________________________________________________
 FZ0482  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 FZ0482  VERT ORDER  -  ? (See Below)
 FZ0482
 FZ0482.The horizontal coordinates were scaled from a topographic map and have
 FZ0482.an estimated accuracy of +/- 6 seconds.
 FZ0482
 FZ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0482.The vertical order pertains to the NGVD 29 superseded value.
 FZ0482
 FZ0482.The geoid height was determined by GEOID03.
 FZ0482
 FZ0482;                    North         East    Units  Estimated Accuracy
 FZ0482;SPC NC       -   284,920.      452,800.      MT  (+/- 180 meters Scaled)
 FZ0482
 FZ0482                          SUPERSEDED SURVEY CONTROL
 FZ0482
 FZ0482  NGVD 29 (??/??/92)  336.290  (m)         1103.31   (f) ADJ UNCH    ?  
 FZ0482
 FZ0482.Superseded values are not recommended for survey control.
 FZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0482.See file dsdata.txt to determine how the superseded data were derived.
 FZ0482
 FZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA228179(NAD 83)
 FZ0482_MARKER: N = NAIL
 FZ0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0482_SP_SET: TREE
 FZ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0482
 FZ0482  HISTORY     - Date     Condition        Report By
 FZ0482  HISTORY     - UNK      MONUMENTED       NCHPWC
 FZ0482  HISTORY     - 1934     GOOD             NGS
 FZ0482  HISTORY     - 1965     MARK NOT FOUND   NGS
 FZ0482
 FZ0482                          STATION DESCRIPTION
 FZ0482
 FZ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0482'2.5 MI SW FROM FAIRVIEW.
 FZ0482'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 268 FROM THE INTERSECTION
 FZ0482'OF U.S. HIGHWAY 601 AT FAIRVIEW, SURRY COUNTY, 200 FEET NORTH OF
 FZ0482'A CONCRETE CULVERT, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0482'IN A LONE PERSIMMON TREE, AND 2 FEET HIGHER THAN THE GROUND.  A NAIL.
 FZ0482
 FZ0482                          STATION RECOVERY (1965)
 FZ0482
 FZ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2492 ***********************************************************************
 DD2492  DESIGNATION -  2
 DD2492  PID         -  DD2492
 DD2492  STATE/COUNTY-  NC/BRUNSWICK
 DD2492  USGS QUAD   -  SOUTHPORT (1990)
 DD2492
 DD2492                         *CURRENT SURVEY CONTROL
 DD2492  ___________________________________________________________________
 DD2492* NAD 83(2001)-  33 55 22.90286(N)    078 05 04.54659(W)     ADJUSTED  
 DD2492* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 DD2492  ___________________________________________________________________
 DD2492  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 DD2492  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 DD2492  HORZ ORDER  -  THIRD
 DD2492
 DD2492.The horizontal coordinates were established by classical geodetic methods
 DD2492.and adjusted by the National Geodetic Survey in August 2005.
 DD2492
 DD2492.The orthometric height was scaled from a topographic map.
 DD2492
 DD2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2492
 DD2492.The geoid height was determined by GEOID03.
 DD2492
 DD2492;                    North         East     Units Scale Factor Converg.
 DD2492;SPC NC       -    19,585.913   694,257.352   MT  1.00013885   +0 31 42.0
 DD2492;SPC NC       -    64,258.12  2,277,742.66   sFT  1.00013885   +0 31 42.0
 DD2492;UTM  17      - 3,757,450.317   769,518.007   MT  1.00049557   +1 37 40.8
 DD2492
 DD2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2492!SPC NC       -   1.00000585  x   1.00013885  =   1.00014470
 DD2492!UTM  17      -   1.00000585  x   1.00049557  =   1.00050143
 DD2492
 DD2492:                Primary Azimuth Mark                     Grid Az
 DD2492:SPC NC       -  BEACON 17                                097 50 04.3
 DD2492:UTM  17      -  BEACON 17                                096 44 05.5
 DD2492
 DD2492|---------------------------------------------------------------------|
 DD2492| PID    Reference Object                     Distance      Geod. Az  |
 DD2492|                                                           dddmmss.s |
 DD2492| DD2436 BEACON 17                           APPROX. 0.8 KM 0982146.3 |
 DD2492| DD2441 CLEM                                APPROX. 0.9 KM 1954845.8 |
 DD2492| DD4480 2 RM 1                               22.850 METERS 32533     |
 DD2492|---------------------------------------------------------------------|
 DD2492
 DD2492                          SUPERSEDED SURVEY CONTROL
 DD2492
 DD2492  NAD 83(1986)-  33 55 22.91333(N)    078 05 04.55626(W) AD(       ) 3
 DD2492  NAD 27      -  33 55 22.28600(N)    078 05 05.58400(W) AD(       ) 3
 DD2492
 DD2492.Superseded values are not recommended for survey control.
 DD2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2492.See file dsdata.txt to determine how the superseded data were derived.
 DD2492
 DD2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6951857450(NAD 83)
 DD2492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD2492_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DD2492_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DD2492
 DD2492  HISTORY     - Date     Condition        Report By
 DD2492  HISTORY     - 1933     MONUMENTED       USE
 DD2492  HISTORY     - 1942     GOOD             CGS
 DD2492  HISTORY     - 1979     POOR             USE
 DD2492
 DD2492                          STATION DESCRIPTION
 DD2492
 DD2492'DESCRIBED BY US ENGINEERS 1933 (JAB)
 DD2492'STATION IS LOCATED ON THE INTRACOASTAL WATERWAY LEADING W FROM
 DD2492'SOUTHPORT AND ABOUT 3 MILES FROM SOUTHPORT.  IT IS ON THE FIRST
 DD2492'PROMINENT WOODED POINT W OF THE BRIDGE CARRYING THE HIGHWAY TO FORT
 DD2492'CASWELL AND IS JUST OFF THE FAST GROUND AND IN THE MARSH.
 DD2492'
 DD2492'STATION MARK IS A U.S.E. PROPERTY MARK WHICH CONSISTS OF AN
 DD2492'ALUMINUM DISK SET IN A TILE AND SURROUNDED WITH CONCRETE AND IS
 DD2492'STAMPED U.S.E NO. 2.
 DD2492'
 DD2492'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER
 DD2492'OF THE TOP OF A TILE.
 DD2492
 DD2492                          STATION RECOVERY (1942)
 DD2492
 DD2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2492'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 DD2492'COMPLETE, CORRECT, AND ADEQUATE.
 DD2492
 DD2492                          STATION RECOVERY (1979)
 DD2492
 DD2492'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 DD2492'TOP BROKEN OFF BUT MONUMENT IS SOLID, LOCATED ABOUT 0.5 MILES WEST OF
 DD2492'THE OAK ISLAND BRIDGE AND ABOUT 100 FEET NORTH OF THE AIWW IN A
 DD2492'MARSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2259 ***********************************************************************
 AB2259  DESIGNATION -  2
 AB2259  PID         -  AB2259
 AB2259  STATE/COUNTY-  NC/CARTERET
 AB2259  USGS QUAD   -  CORE CREEK (1994)
 AB2259
 AB2259                         *CURRENT SURVEY CONTROL
 AB2259  ___________________________________________________________________
 AB2259* NAD 83(1986)-  34 49 40.     (N)    076 41 27.     (W)     SCALED    
 AB2259* NAVD 88     -         6.160  (meters)      20.21   (feet)  ADJUSTED  
 AB2259  ___________________________________________________________________
 AB2259  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 AB2259  DYNAMIC HT  -           6.154 (meters)      20.19  (feet)  COMP
 AB2259  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 AB2259
 AB2259  VERT ORDER  -  SECOND    CLASS II
 AB2259
 AB2259.The horizontal coordinates were scaled from a topographic map and have
 AB2259.an estimated accuracy of +/- 6 seconds.
 AB2259
 AB2259.The orthometric height was determined by differential leveling
 AB2259.and adjusted in May 1996.
 AB2259
 AB2259.The geoid height was determined by GEOID03.
 AB2259
 AB2259.The dynamic height is computed by dividing the NAVD 88
 AB2259.geopotential number by the normal gravity value computed on the
 AB2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2259.degrees latitude (g = 980.6199 gals.).
 AB2259
 AB2259.The modeled gravity was interpolated from observed gravity values.
 AB2259
 AB2259;                    North         East    Units  Estimated Accuracy
 AB2259;SPC NC       -   122,020.      820,800.      MT  (+/- 180 meters Scaled)
 AB2259
 AB2259                          SUPERSEDED SURVEY CONTROL
 AB2259
 AB2259.No superseded survey control is available for this station.
 AB2259
 AB2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD453552(NAD 83)
 AB2259_MARKER: DD = SURVEY DISK
 AB2259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2259_SP_SET: HEADWALL
 AB2259_STAMPING: 2
 AB2259_MARK LOGO: USE   
 AB2259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2259+STABILITY: SURFACE MOTION
 AB2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2259+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 AB2259
 AB2259  HISTORY     - Date     Condition        Report By
 AB2259  HISTORY     - UNK      MONUMENTED       USE
 AB2259  HISTORY     - 19920510 GOOD             NCGS
 AB2259  HISTORY     - 20060711 MARK NOT FOUND   USPSQD
 AB2259
 AB2259                          STATION DESCRIPTION
 AB2259
 AB2259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2259'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF BEAUFORT
 AB2259'AT THE NC 101 STEEL TRUSS SWING BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AB2259'IN THE SOUTHEAST HEADWALL. MARK IS ABOUT LEVEL WITH THE BRIDGE.
 AB2259'LOCATED 12.4 FT (3.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 101
 AB2259'AND 29.6 FT (9.0 M) NORTH-NORTHWEST OF A FLAG POLE.
 AB2259
 AB2259                          STATION RECOVERY (2006)
 AB2259
 AB2259'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2259'THE BRIDGE WHERE THIS MARK IS SUPPOSED TO BE WAS REMOVED NEARLY 20
 AB2259'YEARS AGO.  BECAUSE OF VEGETATION GROWTH AND STEEP INCLINE I COULD NOT
 AB2259'GET TO WHERE THE BRIDGE HEADWALL WOULD HAVE BEEN.  I DOUBT IF THE
 AB2259'HEADWALL IS STILL THERE.  THE REFERENCE HIGHWAY, NC 101, NOW GOES OVER
 AB2259'THE NEW BRIDGE.  THE ROAD LEADING TO THIS MARK IS NOW CORE CREEK RD
 AB2259'WHICH CONNECTS WITH NC 101 A HALF MILE TO THE EAST.
 AB2259' 
 AB2259' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2493 ***********************************************************************
 DD2493  DESIGNATION -  2 3 N USE 1933
 DD2493  PID         -  DD2493
 DD2493  STATE/COUNTY-  NC/BRUNSWICK
 DD2493  USGS QUAD   -  SOUTHPORT (1990)
 DD2493
 DD2493                         *CURRENT SURVEY CONTROL
 DD2493  ___________________________________________________________________
 DD2493* NAD 83(2001)-  33 55 20.88383(N)    078 06 42.47503(W)     ADJUSTED  
 DD2493* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 DD2493  ___________________________________________________________________
 DD2493  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 DD2493  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 DD2493  HORZ ORDER  -  THIRD
 DD2493
 DD2493.The horizontal coordinates were established by classical geodetic methods
 DD2493.and adjusted by the National Geodetic Survey in August 2005.
 DD2493
 DD2493.The orthometric height was scaled from a topographic map.
 DD2493
 DD2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2493
 DD2493.The geoid height was determined by GEOID03.
 DD2493
 DD2493;                    North         East     Units Scale Factor Converg.
 DD2493;SPC NC       -    19,500.845   691,742.316   MT  1.00013907   +0 30 45.5
 DD2493;SPC NC       -    63,979.02  2,269,491.25   sFT  1.00013907   +0 30 45.5
 DD2493;UTM  17      - 3,757,316.940   767,004.192   MT  1.00047894   +1 36 46.0
 DD2493
 DD2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2493!SPC NC       -   1.00000568  x   1.00013907  =   1.00014475
 DD2493!UTM  17      -   1.00000568  x   1.00047894  =   1.00048462
 DD2493
 DD2493                          SUPERSEDED SURVEY CONTROL
 DD2493
 DD2493  NAD 83(1986)-  33 55 20.89412(N)    078 06 42.48443(W) AD(       ) 3
 DD2493  NAD 27      -  33 55 20.26700(N)    078 06 43.50900(W) AD(       ) 3
 DD2493
 DD2493.Superseded values are not recommended for survey control.
 DD2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2493.See file dsdata.txt to determine how the superseded data were derived.
 DD2493
 DD2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6700457317(NAD 83)
 DD2493_MARKER: Z = SEE DESCRIPTION
 DD2493_SETTING: 0 = UNSPECIFIED SETTING
 DD2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2493
 DD2493  HISTORY     - Date     Condition        Report By
 DD2493  HISTORY     - 1933     MONUMENTED       CGS
 DD2493  HISTORY     - 1934     GOOD             CGS
 DD2493
 DD2493                          STATION DESCRIPTION
 DD2493
 DD2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 DD2493'THIS STATION IS A U.S.E. BASE LINE MONUMENT LOCATED ALONG THE
 DD2493'INTRACOASTAL WATERWAY BETWEEN CAPE FEAR RIVER AND LITTLE RIVER
 DD2493'INLET.
 DD2493
 DD2493                          STATION RECOVERY (1934)
 DD2493
 DD2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (BHR)
 DD2493'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2494 ***********************************************************************
 DD2494  DESIGNATION -  2 3 S USE 1933
 DD2494  PID         -  DD2494
 DD2494  STATE/COUNTY-  NC/BRUNSWICK
 DD2494  USGS QUAD   -  SOUTHPORT (1990)
 DD2494
 DD2494                         *CURRENT SURVEY CONTROL
 DD2494  ___________________________________________________________________
 DD2494* NAD 83(2001)-  33 55 18.82284(N)    078 06 42.67663(W)     ADJUSTED  
 DD2494* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 DD2494  ___________________________________________________________________
 DD2494  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 DD2494  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 DD2494  HORZ ORDER  -  THIRD
 DD2494
 DD2494.The horizontal coordinates were established by classical geodetic methods
 DD2494.and adjusted by the National Geodetic Survey in August 2005.
 DD2494
 DD2494.The orthometric height was scaled from a topographic map.
 DD2494
 DD2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2494
 DD2494.The geoid height was determined by GEOID03.
 DD2494
 DD2494;                    North         East     Units Scale Factor Converg.
 DD2494;SPC NC       -    19,437.290   691,737.706   MT  1.00013930   +0 30 45.4
 DD2494;SPC NC       -    63,770.51  2,269,476.12   sFT  1.00013930   +0 30 45.4
 DD2494;UTM  17      - 3,757,253.287   767,000.801   MT  1.00047892   +1 36 45.8
 DD2494
 DD2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2494!SPC NC       -   1.00000568  x   1.00013930  =   1.00014498
 DD2494!UTM  17      -   1.00000568  x   1.00047892  =   1.00048460
 DD2494
 DD2494                          SUPERSEDED SURVEY CONTROL
 DD2494
 DD2494  NAD 83(1986)-  33 55 18.83313(N)    078 06 42.68602(W) AD(       ) 3
 DD2494  NAD 27      -  33 55 18.20600(N)    078 06 43.71100(W) AD(       ) 3
 DD2494
 DD2494.Superseded values are not recommended for survey control.
 DD2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2494.See file dsdata.txt to determine how the superseded data were derived.
 DD2494
 DD2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6700157253(NAD 83)
 DD2494_MARKER: Z = SEE DESCRIPTION
 DD2494_SETTING: 0 = UNSPECIFIED SETTING
 DD2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2494
 DD2494  HISTORY     - Date     Condition        Report By
 DD2494  HISTORY     - 1933     MONUMENTED       CGS
 DD2494  HISTORY     - 1943     GOOD             CGS
 DD2494
 DD2494                          STATION DESCRIPTION
 DD2494
 DD2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 DD2494'THIS STATION IS A U.S.E. BASE LINE MONUMENT LOCATED ALONG THE
 DD2494'INTRACOASTAL WATERWAY BETWEEN CAPE FEAR RIVER AND LITTLE RIVER
 DD2494'INLET.
 DD2494
 DD2494                          STATION RECOVERY (1943)
 DD2494
 DD2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 DD2494'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 DD2494'COMPLETE, CORRECT, AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2620 ***********************************************************************
 FZ2620  DESIGNATION -  2 AIM
 FZ2620  PID         -  FZ2620
 FZ2620  STATE/COUNTY-  NC/WILKES
 FZ2620  USGS QUAD   -  ROARING RIVER (1966)
 FZ2620
 FZ2620                         *CURRENT SURVEY CONTROL
 FZ2620  ___________________________________________________________________
 FZ2620* NAD 83(2001)-  36 07 42.89342(N)    081 06 13.59914(W)     ADJUSTED  
 FZ2620* NAVD 88     -       360.6    (meters)    1183.     (feet)  VERTCON   
 FZ2620  ___________________________________________________________________
 FZ2620  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FZ2620  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FZ2620  HORZ ORDER  -  SECOND
 FZ2620
 FZ2620.The horizontal coordinates were established by classical geodetic methods
 FZ2620.and adjusted by the National Geodetic Survey in August 2005.
 FZ2620
 FZ2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2620
 FZ2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2620
 FZ2620.The geoid height was determined by GEOID03.
 FZ2620
 FZ2620;                    North         East     Units Scale Factor Converg.
 FZ2620;SPC NC       -   265,874.334   420,241.422   MT  0.99998959   -1 12 51.3
 FZ2620;SPC NC       -   872,289.38  1,378,742.07   sFT  0.99998959   -1 12 51.3
 FZ2620;UTM  17      - 3,998,215.161   490,661.983   MT  0.99960107   -0 03 40.3
 FZ2620
 FZ2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2620!SPC NC       -   0.99994860  x   0.99998959  =   0.99993819
 FZ2620!UTM  17      -   0.99994860  x   0.99960107  =   0.99954969
 FZ2620
 FZ2620                          SUPERSEDED SURVEY CONTROL
 FZ2620
 FZ2620  NAD 83(1995)-  36 07 42.89695(N)    081 06 13.60215(W) AD(       ) 2
 FZ2620  NAD 83(1993)-  36 07 42.90001(N)    081 06 13.60526(W) AD(       ) 2
 FZ2620  NAD 83(1986)-  36 07 42.89363(N)    081 06 13.60447(W) AD(       ) 2
 FZ2620  NGVD 29 (06/26/91)  360.7    (m)         1183.     (f) VERT ANG    3  
 FZ2620
 FZ2620.Superseded values are not recommended for survey control.
 FZ2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2620.See file dsdata.txt to determine how the superseded data were derived.
 FZ2620
 FZ2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9066298215(NAD 83)
 FZ2620_MARKER: DE = TRAVERSE STATION DISK
 FZ2620_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2620
 FZ2620  HISTORY     - Date     Condition        Report By
 FZ2620  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2620
 FZ2620                          STATION DESCRIPTION
 FZ2620
 FZ2620'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2620'THE STATION IS LOCATED ABOUT 3.1 MI EAST-SOUTHEAST OF WILKESBORO.
 FZ2620'
 FZ2620'ALONG NC 115, 0.55 MI SOUTHEAST OF THE US 421 UNDERPASS AT SR 2462,
 FZ2620'IN THE NORTHWEST QUADRANT IN A PASTURE.
 FZ2620'
 FZ2620'THE STATION IS A STANDARD USGS BENCH MARK DISK
 FZ2620'STAMPED---2 AIM 1963---,
 FZ2620'SET INTO THE TOP OF A SIX INCH CONCRETE POST
 FZ2620'PROJECTING 12 INCHES ABOVE GROUND.  LOCATED
 FZ2620'89.5 FEET EAST OF THE CENTERLINE OF NC 115,
 FZ2620'87.5 FEET NORTH OF THE CENTERLINE OF SR 2462,
 FZ2620'68.8 FEET SOUTHEAST OF THE NORTH END OF A CONCRETE CULVERT, AND
 FZ2620'116.5 FEET SOUTH OF A POWER POLE WITH A REFERENCE TAG.
 FZ2620'
 FZ2620'MARK IS LEVEL WITH NC 115.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1327 ***********************************************************************
 EZ1327  DESIGNATION -  2 BC
 EZ1327  PID         -  EZ1327
 EZ1327  STATE/COUNTY-  NC/CHATHAM
 EZ1327  USGS QUAD   -  MERRY OAKS (1981)
 EZ1327
 EZ1327                         *CURRENT SURVEY CONTROL
 EZ1327  ___________________________________________________________________
 EZ1327* NAD 83(1986)-  35 44 47.     (N)    079 05 13.     (W)     SCALED    
 EZ1327* NAVD 88     -       121.830  (meters)     399.70   (feet)  ADJUSTED  
 EZ1327  ___________________________________________________________________
 EZ1327  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EZ1327  DYNAMIC HT  -         121.729 (meters)     399.37  (feet)  COMP
 EZ1327  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 EZ1327
 EZ1327  VERT ORDER  -  SECOND    CLASS 0
 EZ1327
 EZ1327.The horizontal coordinates were scaled from a topographic map and have
 EZ1327.an estimated accuracy of +/- 6 seconds.
 EZ1327
 EZ1327.The orthometric height was determined by differential leveling
 EZ1327.and adjusted in June 1991.
 EZ1327
 EZ1327.The geoid height was determined by GEOID03.
 EZ1327
 EZ1327.The dynamic height is computed by dividing the NAVD 88
 EZ1327.geopotential number by the normal gravity value computed on the
 EZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1327.degrees latitude (g = 980.6199 gals.).
 EZ1327
 EZ1327.The modeled gravity was interpolated from observed gravity values.
 EZ1327
 EZ1327;                    North         East    Units  Estimated Accuracy
 EZ1327;SPC NC       -   221,470.      601,740.      MT  (+/- 180 meters Scaled)
 EZ1327
 EZ1327                          SUPERSEDED SURVEY CONTROL
 EZ1327
 EZ1327  NGVD 29 (??/??/92)  122.069  (m)          400.49   (f) ADJ UNCH    2 0
 EZ1327
 EZ1327.Superseded values are not recommended for survey control.
 EZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1327.See file dsdata.txt to determine how the superseded data were derived.
 EZ1327
 EZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV729575(NAD 83)
 EZ1327_MARKER: DD = SURVEY DISK
 EZ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1327_STAMPING: 2 BC 1947
 EZ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1327+STABILITY: SURFACE MOTION
 EZ1327
 EZ1327  HISTORY     - Date     Condition        Report By
 EZ1327  HISTORY     - 1947     MONUMENTED       USGS
 EZ1327  HISTORY     - 1973     GOOD             NCGS
 EZ1327  HISTORY     - 1985     GOOD             USPSQD
 EZ1327  HISTORY     - 20080312 MARK NOT FOUND   GEOCAC
 EZ1327
 EZ1327                          STATION DESCRIPTION
 EZ1327
 EZ1327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1327'3.6 MI SE FROM BYNUM.
 EZ1327'STATION IS LOCATED APPROXIMATELY 5.4 MILES ENE OF PITTSBORO.
 EZ1327'TO REACH STATION FROM INTERSECTION OF U.S. 64 AND SR 1700 AT
 EZ1327'GRIFFINS CROSSROADS, PROCEED NORTH ALONG SR 1700 FOR 0.7 MILE
 EZ1327'TO SR 1714 AND STATION IN SOUTHWEST QUADRANT OF INTERSECTION,
 EZ1327'35.0 FT S OF C/L OF SR 1714, AND 28.5 FT W OF C/L OF SR 1700.
 EZ1327'DISK IS SET IN TOP OF A CONCRETE PRECAST POST PROJECTING 6
 EZ1327'INCHES ABOVE THE GROUND.
 EZ1327
 EZ1327                          STATION RECOVERY (1985)
 EZ1327
 EZ1327'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1327'MARK NOW IS ABOUT 16 INCHES OUT OF GROUND. TOP DEFACED MAKING ELEV.
 EZ1327'HARD TO READ.
 EZ1327
 EZ1327                          STATION RECOVERY (2008)
 EZ1327
 EZ1327'RECOVERY NOTE BY GEOCACHING 2008 (GIS)
 EZ1327'MARK AND CONCRETE POST HAVE VANISHED, EITHER BURIED UNDER GROUND OR
 EZ1327'ERODED FROM THEIR FOUNDATION AND REMOVED BY UNKNOWN PERSON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1955 ***********************************************************************
 FZ1955  DESIGNATION -  2 C 393 10 40
 FZ1955  PID         -  FZ1955
 FZ1955  STATE/COUNTY-  NC/ALLEGHANY
 FZ1955  USGS QUAD   -  WHITEHEAD (1998)
 FZ1955
 FZ1955                         *CURRENT SURVEY CONTROL
 FZ1955  ___________________________________________________________________
 FZ1955* NAD 83(2001)-  36 25 43.62362(N)    081 07 48.22656(W)     ADJUSTED  
 FZ1955* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 FZ1955  ___________________________________________________________________
 FZ1955  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FZ1955  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FZ1955  HORZ ORDER  -  SECOND
 FZ1955
 FZ1955.The horizontal coordinates were established by classical geodetic methods
 FZ1955.and adjusted by the National Geodetic Survey in August 2005.
 FZ1955
 FZ1955.The orthometric height was scaled from a topographic map.
 FZ1955
 FZ1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1955
 FZ1955.The geoid height was determined by GEOID03.
 FZ1955
 FZ1955;                    North         East     Units Scale Factor Converg.
 FZ1955;SPC NC       -   299,230.023   418,590.598   MT  1.00008371   -1 13 45.9
 FZ1955;SPC NC       -   981,723.83  1,373,325.99   sFT  1.00008371   -1 13 45.9
 FZ1955;SPC VA S     - 1,013,878.160 3,264,166.173   MT  1.00007849   -1 35 46.5
 FZ1955;SPC VA S     - 3,326,365.26 10,709,185.19   sFT  1.00007849   -1 35 46.5
 FZ1955;UTM  17      - 4,031,516.468   488,341.519   MT  0.99960167   -0 04 38.0
 FZ1955
 FZ1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1955!SPC NC       -   0.99982477  x   1.00008371  =   0.99990847
 FZ1955!SPC VA S     -   0.99982477  x   1.00007849  =   0.99990325
 FZ1955!UTM  17      -   0.99982477  x   0.99960167  =   0.99942651
 FZ1955
 FZ1955                          SUPERSEDED SURVEY CONTROL
 FZ1955
 FZ1955  NAD 83(1995)-  36 25 43.62546(N)    081 07 48.22712(W) AD(       ) 2
 FZ1955  NAD 83(1993)-  36 25 43.62924(N)    081 07 48.23200(W) AD(       ) 2
 FZ1955  NAD 83(1986)-  36 25 43.63219(N)    081 07 48.23415(W) AD(       ) 2
 FZ1955  NAD 27      -  36 25 43.16100(N)    081 07 48.92800(W) AD(       ) 2
 FZ1955
 FZ1955.Superseded values are not recommended for survey control.
 FZ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1955.See file dsdata.txt to determine how the superseded data were derived.
 FZ1955
 FZ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8834231516(NAD 83)
 FZ1955_MARKER: DD = SURVEY DISK
 FZ1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ1955_STAMPING: 2-C 393 10-40
 FZ1955_MARK LOGO: NPS   
 FZ1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1955+STABILITY: SURFACE MOTION
 FZ1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1955+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 FZ1955
 FZ1955  HISTORY     - Date     Condition        Report By
 FZ1955  HISTORY     - 1954     MONUMENTED       NPS
 FZ1955  HISTORY     - 20030427 GOOD             INDIV
 FZ1955
 FZ1955                          STATION DESCRIPTION
 FZ1955
 FZ1955'DESCRIBED BY NATIONAL PARK SERVICE 1954 (ELJ)
 FZ1955'STATION IS LOCATED ABOUT 24 MILES NORTH OF NORTH WILKESBORO, 10
 FZ1955'MILES NORTHEAST OF MULBERRY GAP AND 3 MILES SOUTH OF WHITEHEAD,
 FZ1955'ON THE SOUTHEAST SLOPE OF A BARE KNOB ABOUT 125 YARDS NORTHWEST
 FZ1955'OF THE BLUE RIDGE PARKWAY.  THE MARK IS A 4 X 4 INCH CONCRETE
 FZ1955'POST PROJECTING ABOUT 8 INCHES WITH A 2 INCH USDI NPS ROUND
 FZ1955'BRONZE DISK IN THE TOP STAMPED 2-C 393 10-40.
 FZ1955'
 FZ1955'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUFF
 FZ1955'TO THE DOT IN THE CENTER OF THE USDI NPS DISK AND THE DISTANCE
 FZ1955'IS 68.60 FEET, 20.909 METERS.
 FZ1955'
 FZ1955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1955'BLUE RIDGE PARKWAY, ABOUT 21 MILES NORTHWEST OF NORTH WILKESBORO,
 FZ1955'GO NORTHEAST ON BLUE RIDGE PARKWAY FOR 9.6 MILES TO SIDE ROAD
 FZ1955'RIGHT TO OLD DWELLING, CONTINUE ON PARKWAY FOR 1.0 MILE (THIS
 FZ1955'IS 0.1 MILE BEFORE REACHING AIR BELLOWS GAP) AND END OF TRUCK
 FZ1955'TRAVEL.  PACK NORTHWESTERLY UP HILL TO FENCE LINE ON SOUTHWEST
 FZ1955'SIDE OF HILL AND MARK ABOUT 1 FOOT EAST OF A FENCE CORNER.
 FZ1955
 FZ1955                          STATION RECOVERY (2003)
 FZ1955
 FZ1955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1956 ***********************************************************************
 FZ1956  DESIGNATION -  2 C 394 3 40
 FZ1956  PID         -  FZ1956
 FZ1956  STATE/COUNTY-  NC/ALLEGHANY
 FZ1956  USGS QUAD   -  WHITEHEAD (1998)
 FZ1956
 FZ1956                         *CURRENT SURVEY CONTROL
 FZ1956  ___________________________________________________________________
 FZ1956* NAD 83(2001)-  36 25 43.99453(N)    081 07 47.36328(W)     ADJUSTED  
 FZ1956* NAVD 88     -      1149.     (meters)    3770.     (feet)  SCALED    
 FZ1956  ___________________________________________________________________
 FZ1956  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FZ1956  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FZ1956  HORZ ORDER  -  SECOND
 FZ1956
 FZ1956.The horizontal coordinates were established by classical geodetic methods
 FZ1956.and adjusted by the National Geodetic Survey in August 2005.
 FZ1956
 FZ1956.The orthometric height was scaled from a topographic map.
 FZ1956
 FZ1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1956
 FZ1956.The geoid height was determined by GEOID03.
 FZ1956
 FZ1956;                    North         East     Units Scale Factor Converg.
 FZ1956;SPC NC       -   299,240.993   418,612.344   MT  1.00008375   -1 13 45.4
 FZ1956;SPC NC       -   981,759.82  1,373,397.33   sFT  1.00008375   -1 13 45.4
 FZ1956;SPC VA S     - 1,013,888.991 3,264,187.988   MT  1.00007846   -1 35 46.0
 FZ1956;SPC VA S     - 3,326,400.80 10,709,256.76   sFT  1.00007846   -1 35 46.0
 FZ1956;UTM  17      - 4,031,527.868   488,363.030   MT  0.99960167   -0 04 37.5
 FZ1956
 FZ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1956!SPC NC       -   0.99982477  x   1.00008375  =   0.99990851
 FZ1956!SPC VA S     -   0.99982477  x   1.00007846  =   0.99990322
 FZ1956!UTM  17      -   0.99982477  x   0.99960167  =   0.99942651
 FZ1956
 FZ1956                          SUPERSEDED SURVEY CONTROL
 FZ1956
 FZ1956  NAD 83(1995)-  36 25 43.99637(N)    081 07 47.36384(W) AD(       ) 2
 FZ1956  NAD 83(1993)-  36 25 44.00018(N)    081 07 47.36888(W) AD(       ) 2
 FZ1956  NAD 83(1986)-  36 25 44.00310(N)    081 07 47.37088(W) AD(       ) 2
 FZ1956  NAD 27      -  36 25 43.53200(N)    081 07 48.06400(W) AD(       ) 2
 FZ1956
 FZ1956.Superseded values are not recommended for survey control.
 FZ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1956.See file dsdata.txt to determine how the superseded data were derived.
 FZ1956
 FZ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8836331528(NAD 83)
 FZ1956_MARKER: DD = SURVEY DISK
 FZ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ1956_STAMPING: 2-C 394 3-40
 FZ1956_MARK LOGO: NPS   
 FZ1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1956+STABILITY: SURFACE MOTION
 FZ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1956+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 FZ1956
 FZ1956  HISTORY     - Date     Condition        Report By
 FZ1956  HISTORY     - 1954     MONUMENTED       NPS
 FZ1956  HISTORY     - 20030427 GOOD             INDIV
 FZ1956  HISTORY     - 20050509 GOOD             GEOCAC
 FZ1956
 FZ1956                          STATION DESCRIPTION
 FZ1956
 FZ1956'DESCRIBED BY NATIONAL PARK SERVICE 1954 (ELJ)
 FZ1956'STATION IS LOCATED ABOUT 24 MILES NORTH OF NORTH WILKESBORO,
 FZ1956'10 MILES NORTHEAST OF MULBERRY GAP AND 3 MILES SOUTH OF WHITEHEAD,
 FZ1956'ABOUT 125 YARDS NORTHWEST OF THE BLUE RIDGE PARKWAY, ABOUT 75
 FZ1956'FEET WEST OF THE HIGHEST POINT OF A BARE HILL AND 3 FEET
 FZ1956'SOUTHEAST OF A FENCE LINE.  THE MARK IS A 4 X 4 INCH CONCRETE
 FZ1956'POST PROJECTING ABOUT 8 INCHES WITH A 2 INCH USDI NPS ROUND
 FZ1956'BRONZE DISK IN THE TOP STAMPED 2-C 394 3-40.
 FZ1956'
 FZ1956'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUFF
 FZ1956'TO THE DOT IN THE CENTER OF USDI NPS DISK AND THE DISTANCE IS
 FZ1956'98.42 FEET, 29.998 METERS.
 FZ1956'
 FZ1956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1956'BLUE RIDGE PARKWAY ABOUT 21 MILES NORTHWEST OF NORTH WILKESBORO,
 FZ1956'GO NORTHEAST ON BLUE RIDGE PARKWAY FOR 9.6 MILES TO A SIDE ROAD
 FZ1956'RIGHT TO OLD DWELLING, CONTINUE ON PARKWAY FOR 1.0 MILE (THIS IS
 FZ1956'0.1 MILE BEFORE REACHING AIR BELLOWS GAP) AND END OF TRUCK
 FZ1956'TRAVEL.  PACK NORTHWESTERLY UP HILL TO FENCE LINE AND STATION AS
 FZ1956'DESCRIBED.
 FZ1956
 FZ1956                          STATION RECOVERY (2003)
 FZ1956
 FZ1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ1956'RECOVERED IN GOOD CONDITION.
 FZ1956
 FZ1956                          STATION RECOVERY (2005)
 FZ1956
 FZ1956'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1753 ***********************************************************************
 AJ1753  DESIGNATION -  2 CMP
 AJ1753  PID         -  AJ1753
 AJ1753  STATE/COUNTY-  NC/CRAVEN
 AJ1753  USGS QUAD   -  ASKIN (1983)
 AJ1753
 AJ1753                         *CURRENT SURVEY CONTROL
 AJ1753  ___________________________________________________________________
 AJ1753* NAD 83(1986)-  35 14 03.     (N)    077 02 28.     (W)     SCALED    
 AJ1753* NAVD 88     -         4.918  (meters)      16.14   (feet)  ADJUSTED  
 AJ1753  ___________________________________________________________________
 AJ1753  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 AJ1753  DYNAMIC HT  -           4.913 (meters)      16.12  (feet)  COMP
 AJ1753  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 AJ1753
 AJ1753  VERT ORDER  -  SECOND    CLASS II
 AJ1753
 AJ1753.The horizontal coordinates were scaled from a topographic map and have
 AJ1753.an estimated accuracy of +/- 6 seconds.
 AJ1753
 AJ1753.The orthometric height was determined by differential leveling
 AJ1753.and adjusted in April 2001.
 AJ1753
 AJ1753.The geoid height was determined by GEOID03.
 AJ1753
 AJ1753.The dynamic height is computed by dividing the NAVD 88
 AJ1753.geopotential number by the normal gravity value computed on the
 AJ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1753.degrees latitude (g = 980.6199 gals.).
 AJ1753
 AJ1753.The modeled gravity was interpolated from observed gravity values.
 AJ1753
 AJ1753;                    North         East    Units  Estimated Accuracy
 AJ1753;SPC NC       -   166,400.      787,880.      MT  (+/- 180 meters Scaled)
 AJ1753
 AJ1753                          SUPERSEDED SURVEY CONTROL
 AJ1753
 AJ1753.No superseded survey control is available for this station.
 AJ1753
 AJ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE142009(NAD 83)
 AJ1753_MARKER: DB = BENCH MARK DISK
 AJ1753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1753_SP_SET: BRIDGE WHEELGUARD
 AJ1753_STAMPING: 2 CMP 1964
 AJ1753_MARK LOGO: USGS  
 AJ1753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1753+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 AJ1753
 AJ1753  HISTORY     - Date     Condition        Report By
 AJ1753  HISTORY     - 1964     MONUMENTED       USGS
 AJ1753  HISTORY     - 19970213 GOOD             NCGS
 AJ1753
 AJ1753                          STATION DESCRIPTION
 AJ1753
 AJ1753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1753'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHEAST OF ASKIN.  ALONG SR
 AJ1753'1003 (AURORA ROAD) FOR 1.95 MI (3.14 KM) NORTHEAST FROM US 17, IN THE
 AJ1753'COMMUNITY OF ASKIN, IN THE EASTERN CORNER OF THE BRIDGE.  MARK IS
 AJ1753'ABOUT 1.0-FT HIGHER THAN SR 1003 AND IS FLUSH WITH THE WHEEL GUARD.
 AJ1753'LOCATED 12.6 FT (3.8 M) SOUTHEAST OF THE CENTERLINE OF SR 1003, AND
 AJ1753'1.4 FT (0.4 M) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEASTERN
 AJ1753'WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1380 ***********************************************************************
 EZ1380  DESIGNATION -  2 DRD
 EZ1380  PID         -  EZ1380
 EZ1380  STATE/COUNTY-  NC/CHATHAM
 EZ1380  USGS QUAD   -  MONCURE (1993)
 EZ1380
 EZ1380                         *CURRENT SURVEY CONTROL
 EZ1380  ___________________________________________________________________
 EZ1380* NAD 83(1986)-  35 34 13.     (N)    079 01 44.     (W)     SCALED    
 EZ1380* NAVD 88     -        61.964  (meters)     203.29   (feet)  ADJUSTED  
 EZ1380  ___________________________________________________________________
 EZ1380  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EZ1380  DYNAMIC HT  -          61.911 (meters)     203.12  (feet)  COMP
 EZ1380  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 EZ1380
 EZ1380  VERT ORDER  -  SECOND    CLASS II
 EZ1380
 EZ1380.The horizontal coordinates were scaled from a topographic map and have
 EZ1380.an estimated accuracy of +/- 6 seconds.
 EZ1380
 EZ1380.The orthometric height was determined by differential leveling
 EZ1380.and adjusted in June 1991.
 EZ1380
 EZ1380.The geoid height was determined by GEOID03.
 EZ1380
 EZ1380.The dynamic height is computed by dividing the NAVD 88
 EZ1380.geopotential number by the normal gravity value computed on the
 EZ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1380.degrees latitude (g = 980.6199 gals.).
 EZ1380
 EZ1380.The modeled gravity was interpolated from observed gravity values.
 EZ1380
 EZ1380;                    North         East    Units  Estimated Accuracy
 EZ1380;SPC NC       -   201,930.      606,980.      MT  (+/- 180 meters Scaled)
 EZ1380
 EZ1380                          SUPERSEDED SURVEY CONTROL
 EZ1380
 EZ1380  NGVD 29 (??/??/92)   62.190  (m)          204.03   (f) ADJ UNCH    2 2
 EZ1380
 EZ1380.Superseded values are not recommended for survey control.
 EZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1380.See file dsdata.txt to determine how the superseded data were derived.
 EZ1380
 EZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV786380(NAD 83)
 EZ1380_MARKER: DD = SURVEY DISK
 EZ1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1380_SP_SET: RR SIGNAL
 EZ1380_STAMPING: 2 DRD 1960
 EZ1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1380
 EZ1380  HISTORY     - Date     Condition        Report By
 EZ1380  HISTORY     - 1960     MONUMENTED       USGS
 EZ1380  HISTORY     - 1974     GOOD             NCGS
 EZ1380  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 EZ1380
 EZ1380                          STATION DESCRIPTION
 EZ1380
 EZ1380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1380'4.6 MI SE FROM MONCURE.
 EZ1380'TO REACH STATION FROM THE SR 1011 (OLD U.S. 1) BRIDGE OVER THE HAW
 EZ1380'RIVER EAST OF MONCURE, PROCEED EAST ALONG SR 1011 FOR 0.50 MILE
 EZ1380'TO THE INTERSECTION WITH SR 1916, TURN RIGHT AND CONTINUE SOUTH
 EZ1380'ALONG SR 1916 FOR 3.70 MILES TO THE NORFOLK SOUTHERN RAILWAY
 EZ1380'CROSSING AT BRICKHAVEN, AND STATION IN THE CONCRETE BASE OF A
 EZ1380'RAILROAD SIGNAL IN THE SE QUADRANT, 15.3 FT EAST OF C/L OF SR
 EZ1380'1916, 13.4 FT SSW OF SOUTH RAIL, 48.2 FT SSW OF TP WITH ALUMINUM
 EZ1380'REF. TAG, AND 47.7 FT ENE OF FENCE POST WITH ALUMINUM REF. TAG.
 EZ1380'DISK IS SET FLUSH WITH CONCRETE IN BASE OF RAILROAD SIGNAL.
 EZ1380
 EZ1380                          STATION RECOVERY (2004)
 EZ1380
 EZ1380'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1380'NOT FOUND. SIGNAL APPEARS TO HAVE BEEN UPDATED AND MOVED  FARTHER FROM
 EZ1380'CENTERLINE THAN INDICATED IN 1994 DESCRIPTION.  NEW FOUNDATION IS 21
 EZ1380'FT FROM CL OF SR1916.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8569 ***********************************************************************
 AE8569  DESIGNATION -  2 DRD
 AE8569  PID         -  AE8569
 AE8569  STATE/COUNTY-  NC/MCDOWELL
 AE8569  USGS QUAD   -  GLEN ALPINE (1994)
 AE8569
 AE8569                         *CURRENT SURVEY CONTROL
 AE8569  ___________________________________________________________________
 AE8569* NAD 83(1986)-  35 39 02.     (N)    081 51 37.     (W)     SCALED    
 AE8569* NAVD 88     -       353.428  (meters)    1159.54   (feet)  ADJUSTED  
 AE8569  ___________________________________________________________________
 AE8569  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AE8569  DYNAMIC HT  -         353.078 (meters)    1158.39  (feet)  COMP
 AE8569  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 AE8569
 AE8569  VERT ORDER  -  SECOND    CLASS II
 AE8569
 AE8569.The horizontal coordinates were scaled from a topographic map and have
 AE8569.an estimated accuracy of +/- 6 seconds.
 AE8569
 AE8569.The orthometric height was determined by differential leveling
 AE8569.and adjusted in May 1998.
 AE8569
 AE8569.The geoid height was determined by GEOID03.
 AE8569
 AE8569.The dynamic height is computed by dividing the NAVD 88
 AE8569.geopotential number by the normal gravity value computed on the
 AE8569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8569.degrees latitude (g = 980.6199 gals.).
 AE8569
 AE8569.The modeled gravity was interpolated from observed gravity values.
 AE8569
 AE8569;                    North         East    Units  Estimated Accuracy
 AE8569;SPC NC       -   214,560.      350,640.      MT  (+/- 180 meters Scaled)
 AE8569
 AE8569                          SUPERSEDED SURVEY CONTROL
 AE8569
 AE8569.No superseded survey control is available for this station.
 AE8569
 AE8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV221455(NAD 83)
 AE8569_MARKER: DB = BENCH MARK DISK
 AE8569_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8569_STAMPING: 2 DRD 1160 1958
 AE8569_MARK LOGO: USGS  
 AE8569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8569
 AE8569  HISTORY     - Date     Condition        Report By
 AE8569  HISTORY     - 1958     MONUMENTED       USGS
 AE8569  HISTORY     - 19890109 GOOD             NCGS
 AE8569
 AE8569                          STATION DESCRIPTION
 AE8569
 AE8569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AE8569'STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) NORTH OF DYSARTSVILLE, AND
 AE8569'14.0 KM (8.70 MI) EAST-SOUTHEAST OF MARION. PROCEED ALONG SR 1763
 AE8569'(PINNACLE CHURCH RD) FOR 2.55 KM (1.60 MI) EAST FROM NC 226, TO SR
 AE8569'1764 IN PATTEN COMMUNITY, AND STATION ON NORTHEAST SIDE OF THE
 AE8569'T-INTERSECTION IN NORTHWEST CORNER OF A YARD. MARK PROJECTS 6 INCHES
 AE8569'ABOVE THE GROUND AND IS ABOUT 5-FEET HIGHER THAN ROAD. LOCATED 13.60 M
 AE8569'(44.62 FT) EAST OF THE CENTERLINE OF MUDDY CREEK ROAD, 27.8 M (91.2
 AE8569'FT) NORTH-NORTHEAST OF THE CENTERLINE OF T-INTERSECTION, 10.9 M (35.8
 AE8569'FT) NORTHEAST OF THE NORTH END OF DRIVE CULVERT, 20.1 M (65.9 FT)
 AE8569'NORTHWEST OF THE NORTHWEST CORNER OF MODULAR HOME, AND 3.07 M (10.07
 AE8569'FT) SOUTHEAST OF A 6-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3497 ***********************************************************************
 FB3497  DESIGNATION -  2 EG 16
 FB3497  PID         -  FB3497
 FB3497  STATE/COUNTY-  NC/CLAY
 FB3497  USGS QUAD   -  SHOOTING CREEK (1990)
 FB3497
 FB3497                         *CURRENT SURVEY CONTROL
 FB3497  ___________________________________________________________________
 FB3497* NAD 83(2001)-  35 02 08.91458(N)    083 38 37.16670(W)     ADJUSTED  
 FB3497* NAVD 88     -       652.41   (+/-2cm)    2140.4    (feet)  VERTCON   
 FB3497  ___________________________________________________________________
 FB3497  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 FB3497  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 FB3497  HORZ ORDER  -  SECOND
 FB3497  VERT ORDER  -  THIRD ? (See Below)
 FB3497
 FB3497.The horizontal coordinates were established by classical geodetic methods
 FB3497.and adjusted by the National Geodetic Survey in August 2005.
 FB3497
 FB3497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3497.The vertical order pertains to the NGVD 29 superseded value.
 FB3497
 FB3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3497
 FB3497.The geoid height was determined by GEOID03.
 FB3497
 FB3497;                    North         East     Units Scale Factor Converg.
 FB3497;SPC NC       -   152,542.443   186,080.486   MT  0.99987966   -2 40 48.7
 FB3497;SPC NC       -   500,466.33    610,499.06   sFT  0.99987966   -2 40 48.7
 FB3497;UTM  17      - 3,880,209.608   258,837.624   MT  1.00031684   -1 31 06.3
 FB3497
 FB3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3497!SPC NC       -   0.99990201  x   0.99987966  =   0.99978169
 FB3497!UTM  17      -   0.99990201  x   1.00031684  =   1.00021882
 FB3497
 FB3497                          SUPERSEDED SURVEY CONTROL
 FB3497
 FB3497  NAD 83(1995)-  35 02 08.91479(N)    083 38 37.16663(W) AD(       ) 2
 FB3497  NAD 83(1986)-  35 02 08.91730(N)    083 38 37.17058(W) AD(       ) 2
 FB3497  NGVD 29 (09/18/91)  652.40   (m)         2140.4    (f) LEVELING    3  
 FB3497
 FB3497.Superseded values are not recommended for survey control.
 FB3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3497.See file dsdata.txt to determine how the superseded data were derived.
 FB3497
 FB3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5883880210(NAD 83)
 FB3497_MARKER: DD = SURVEY DISK
 FB3497_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3497_STAMPING: 2 EG 16 1965
 FB3497_MARK LOGO: NCSHC 
 FB3497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3497
 FB3497  HISTORY     - Date     Condition        Report By
 FB3497  HISTORY     - 1978     MONUMENTED       NCGS
 FB3497  HISTORY     - 19990331 SEE DESCRIPTION  NCGS
 FB3497
 FB3497                          STATION DESCRIPTION
 FB3497
 FB3497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3497'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTHEAST OF SHOOTING
 FB3497'CREEK COMMUNITY AND 9.8 MILES EAST OF HAYESVILLE.
 FB3497'
 FB3497'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 175 EAST OF
 FB3497'HAYESVILLE, PROCEED EAST ALONG US 64 FOR 5.4 MILES TO SR 1349 OR
 FB3497'SHOOTING CREEK ROAD ON LEFT, THENCE NORTHEAST ALONG SR 1349 FOR 0.4
 FB3497'MILE TO STATION ON LEFT.
 FB3497'
 FB3497'STATION MARK IS A STANDARD NCSHC DISK STAMPED---2 EG 16 1965---SET IN
 FB3497'TOP OF 6 INCH CONCRETE POST, PROJECTING 4 INCHES ABOVE GROUND SURFACE.
 FB3497'THE MARK IS 14.8 FEET NORTHWEST OF CENTERLINE OF SR 1349, 23.7 FEET
 FB3497'SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 8.3 FEET EAST-SOUTHEAST OF
 FB3497'GUY WIRE ANCHOR, AND 40.2 FEET WEST-NORTHWEST OF A 24 INCH LOCUST WITH
 FB3497'REFERENCE TAG.
 FB3497
 FB3497                          STATION RECOVERY (1999)
 FB3497
 FB3497'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3497'STATION IS DESTROYED.  FOUND LOOSE IN GROUND AND LEANING CONSIDERABLY.
 FB3497'DISK RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3498 ***********************************************************************
 FB3498  DESIGNATION -  2 EG 17
 FB3498  PID         -  FB3498
 FB3498  STATE/COUNTY-  NC/CLAY
 FB3498  USGS QUAD   -  SHOOTING CREEK (1990)
 FB3498
 FB3498                         *CURRENT SURVEY CONTROL
 FB3498  ___________________________________________________________________
 FB3498* NAD 83(2001)-  35 02 19.59775(N)    083 38 20.98087(W)     ADJUSTED  
 FB3498* NAVD 88     -       661.74   (+/-2cm)    2171.1    (feet)  VERTCON   
 FB3498  ___________________________________________________________________
 FB3498  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FB3498  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 FB3498  HORZ ORDER  -  SECOND
 FB3498  VERT ORDER  -  THIRD ? (See Below)
 FB3498
 FB3498.The horizontal coordinates were established by classical geodetic methods
 FB3498.and adjusted by the National Geodetic Survey in August 2005.
 FB3498
 FB3498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3498.The vertical order pertains to the NGVD 29 superseded value.
 FB3498
 FB3498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3498
 FB3498.The geoid height was determined by GEOID03.
 FB3498
 FB3498;                    North         East     Units Scale Factor Converg.
 FB3498;SPC NC       -   152,852.095   186,505.624   MT  0.99987946   -2 40 39.3
 FB3498;SPC NC       -   501,482.25    611,893.87   sFT  0.99987946   -2 40 39.3
 FB3498;UTM  17      - 3,880,527.954   259,256.581   MT  1.00031435   -1 30 57.4
 FB3498
 FB3498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3498!SPC NC       -   0.99990055  x   0.99987946  =   0.99978002
 FB3498!UTM  17      -   0.99990055  x   1.00031435  =   1.00021487
 FB3498
 FB3498                          SUPERSEDED SURVEY CONTROL
 FB3498
 FB3498  NAD 83(1995)-  35 02 19.59795(N)    083 38 20.98079(W) AD(       ) 2
 FB3498  NAD 83(1986)-  35 02 19.60039(N)    083 38 20.98464(W) AD(       ) 2
 FB3498  NGVD 29 (09/18/91)  661.72   (m)         2171.0    (f) LEVELING    3  
 FB3498
 FB3498.Superseded values are not recommended for survey control.
 FB3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3498.See file dsdata.txt to determine how the superseded data were derived.
 FB3498
 FB3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5925780528(NAD 83)
 FB3498_MARKER: DD = SURVEY DISK
 FB3498_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3498_STAMPING: 2 EG 17 1965
 FB3498_MARK LOGO: NCSHC 
 FB3498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3498
 FB3498  HISTORY     - Date     Condition        Report By
 FB3498  HISTORY     - 1978     MONUMENTED       NCGS
 FB3498  HISTORY     - 19990331 GOOD             NCGS
 FB3498
 FB3498                          STATION DESCRIPTION
 FB3498
 FB3498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3498'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF SHOOTING
 FB3498'CREEK COMMUNITY AND 10.2 MILES EAST OF HAYESVILLE.
 FB3498'
 FB3498'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 175 EAST OF
 FB3498'HAYESVILLE, PROCEED EAST ALONG US 64 FOR 5.4 MILES TO SR 1349 OR
 FB3498'SHOOTING CREEK ROAD, ON LEFT, THENCE NORTHEAST ALONG SR 1349 FOR 0.75
 FB3498'MILES TO STATION LOCATED IN DRIVEWAY ON RIGHT.
 FB3498'
 FB3498'STATION MARK IS A STANDARD NCSHC DISK STAMPED---2 EG 17 1965---SET IN
 FB3498'TOP OF A 6 INCH CONCRETE POST, FLUSH WITH THE GROUND. THE MARK IS 18.7
 FB3498'FEET SOUTHEAST OF CENTERLINE OF SR 1349, 35.2 FEET SOUTHEAST OF
 FB3498'TELEPHONE POLE WITH PEDESTAL AND REFERENCE TAG, 41.9 FEET NORTHEAST OF
 FB3498'A 24 INCH MAPLE WITH REFERENCE TAG, AND 71.0 FEET WEST OF NORTHWEST
 FB3498'CORNER OF MOBILE HOME FOUNDATION.
 FB3498
 FB3498                          STATION RECOVERY (1999)
 FB3498
 FB3498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3498'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. SR 1349 IS NOW
 FB3498'SR 1353-OLD HIGHWAY 64. ALONG SR 1353 FOR 0.75 MI (1.21 KM) NORTHEAST
 FB3498'FROM US 64. MARK IS ABOUT LEVEL WITH SR 1353 AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3499 ***********************************************************************
 FB3499  DESIGNATION -  2 EG 25
 FB3499  PID         -  FB3499
 FB3499  STATE/COUNTY-  NC/CLAY
 FB3499  USGS QUAD   -  RAINBOW SPRINGS (1978)
 FB3499
 FB3499                         *CURRENT SURVEY CONTROL
 FB3499  ___________________________________________________________________
 FB3499* NAD 83(2001)-  35 04 39.89284(N)    083 34 58.21028(W)     ADJUSTED  
 FB3499* NAVD 88     -      1168.67   (+/-2cm)    3834.2    (feet)  VERTCON   
 FB3499  ___________________________________________________________________
 FB3499  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FB3499  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FB3499  HORZ ORDER  -  SECOND
 FB3499  VERT ORDER  -  THIRD ? (See Below)
 FB3499
 FB3499.The horizontal coordinates were established by classical geodetic methods
 FB3499.and adjusted by the National Geodetic Survey in August 2005.
 FB3499
 FB3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3499.The vertical order pertains to the NGVD 29 superseded value.
 FB3499
 FB3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3499
 FB3499.The geoid height was determined by GEOID03.
 FB3499
 FB3499;                    North         East     Units Scale Factor Converg.
 FB3499;SPC NC       -   156,931.849   191,838.357   MT  0.99987718   -2 38 42.3
 FB3499;SPC NC       -   514,867.24    629,389.68   sFT  0.99987718   -2 38 42.3
 FB3499;UTM  17      - 3,884,716.669   264,507.774   MT  1.00028352   -1 29 06.0
 FB3499
 FB3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3499!SPC NC       -   0.99982097  x   0.99987718  =   0.99969817
 FB3499!UTM  17      -   0.99982097  x   1.00028352  =   1.00010444
 FB3499
 FB3499                          SUPERSEDED SURVEY CONTROL
 FB3499
 FB3499  NAD 83(1995)-  35 04 39.89305(N)    083 34 58.21011(W) AD(       ) 2
 FB3499  NAD 83(1986)-  35 04 39.89468(N)    083 34 58.21234(W) AD(       ) 2
 FB3499  NGVD 29 (09/18/91) 1168.64   (m)         3834.1    (f) LEVELING    3  
 FB3499
 FB3499.Superseded values are not recommended for survey control.
 FB3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3499.See file dsdata.txt to determine how the superseded data were derived.
 FB3499
 FB3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6450884717(NAD 83)
 FB3499_MARKER: DE = TRAVERSE STATION DISK
 FB3499_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3499_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3499
 FB3499  HISTORY     - Date     Condition        Report By
 FB3499  HISTORY     - 1978     MONUMENTED       NCGS
 FB3499
 FB3499                          STATION DESCRIPTION
 FB3499
 FB3499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3499'THE STATION IS LOCATED ALONG US 64 APPROXIMATELY 13.5 MILES EAST OF
 FB3499'HAYESVILLE AT MACON-CLAY COUNTY LINE.
 FB3499'
 FB3499'TO REACH THE STATION FROM THE COUNTY LINE ON US 64 AT BLACK GAP,
 FB3499'PROCEED SOUTHWEST ALONG US 64 FOR 0.05 MILES. THE STATION IS LOCATED
 FB3499'170 FEET NORTHWEST OF US 64 AT THE OLD US 64 ROADBED.
 FB3499'
 FB3499'STATION MARK IS A STANDARD NCSHC DISK STAMPED---2 EG 25 1966---SET IN
 FB3499'TOP OF A 6 INCH CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND
 FB3499'SURFACE. THE MARK IS 169,6 FEET NORTHWEST OF CENTERLINE OF US 64, 24.7
 FB3499'FEET NORTHWEST OF OLD US 64 ROAD BED AND 22.1 FEET SOUTHWEST OF 14
 FB3499'INCH PINE, 10.2 FEET EAST-SOUTHEAST OF 14 INCH POPLAR, 46.0 FEET
 FB3499'NORTHEAST OF A 20 INCH PINE ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5642 ***********************************************************************
 AE5642  DESIGNATION -  2 EG 38
 AE5642  PID         -  AE5642
 AE5642  STATE/COUNTY-  NC/MACON
 AE5642  USGS QUAD   -  PRENTISS (1978)
 AE5642
 AE5642                         *CURRENT SURVEY CONTROL
 AE5642  ___________________________________________________________________
 AE5642* NAD 83(2007)-  35 07 07.59265(N)    083 28 20.07656(W)     ADJUSTED  
 AE5642* NAVD 88     -       689.75   (+/-2cm)    2263.0    (feet)  VERTCON   
 AE5642  ___________________________________________________________________
 AE5642  EPOCH DATE  -        2002.00
 AE5642  X           -     593,819.624 (meters)                     COMP
 AE5642  Y           -  -5,189,534.903 (meters)                     COMP
 AE5642  Z           -   3,649,033.798 (meters)                     COMP
 AE5642  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 AE5642  ELLIP HEIGHT-         661.630 (meters)          (02/10/07) ADJUSTED
 AE5642  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AE5642
 AE5642  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5642  Type    PID    Designation                      North   East  Ellip
 AE5642  -------------------------------------------------------------------
 AE5642  NETWORK AE5642 2 EG 38                           0.41   0.35   1.00
 AE5642  -------------------------------------------------------------------
 AE5642  VERT ORDER  -  THIRD ? (See Below)
 AE5642
 AE5642.The horizontal coordinates were established by GPS observations
 AE5642.and adjusted by the National Geodetic Survey in February 2007.
 AE5642
 AE5642.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5642.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5642.The horizontal coordinates are valid at the epoch date displayed above.
 AE5642.The epoch date for horizontal control is a decimal equivalence
 AE5642.of Year/Month/Day.
 AE5642
 AE5642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5642.The vertical order pertains to the NGVD 29 superseded value.
 AE5642
 AE5642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5642
 AE5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5642
 AE5642.The ellipsoidal height was determined by GPS observations
 AE5642.and is referenced to NAD 83.
 AE5642
 AE5642.The geoid height was determined by GEOID03.
 AE5642
 AE5642;                    North         East     Units Scale Factor Converg.
 AE5642;SPC NC       -   161,018.580   202,117.842   MT  0.99987527   -2 34 52.5
 AE5642;SPC NC       -   528,275.12    663,114.95   sFT  0.99987527   -2 34 52.5
 AE5642;UTM  17      - 3,889,012.154   274,706.332   MT  1.00022559   -1 25 22.1
 AE5642
 AE5642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5642!SPC NC       -   0.99989616  x   0.99987527  =   0.99977144
 AE5642!UTM  17      -   0.99989616  x   1.00022559  =   1.00012172
 AE5642
 AE5642:                Primary Azimuth Mark                     Grid Az
 AE5642:SPC NC       -  ROANE                                    332 01 24.7
 AE5642:UTM  17      -  ROANE                                    330 51 54.3
 AE5642
 AE5642|---------------------------------------------------------------------|
 AE5642| PID    Reference Object                     Distance      Geod. Az  |
 AE5642|                                                           dddmmss.s |
 AE5642| AE5641 ROANE                               407.795 METERS 3292632.2 |
 AE5642|---------------------------------------------------------------------|
 AE5642
 AE5642                          SUPERSEDED SURVEY CONTROL
 AE5642
 AE5642  NAD 83(2001)-  35 07 07.59241(N)    083 28 20.07708(W) AD(       ) 1
 AE5642  ELLIP H (03/13/03)  661.629  (m)                       GP(       ) 4 2
 AE5642  NAD 83(1995)-  35 07 07.59245(N)    083 28 20.07682(W) AD(       ) 1
 AE5642  NAD 83(1986)-  35 07 07.59752(N)    083 28 20.08001(W) AD(       ) 1
 AE5642  NGVD 29 (11/28/97)  689.77   (m)         2263.0    (f) LEVELING    3  
 AE5642
 AE5642.Superseded values are not recommended for survey control.
 AE5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5642.See file dsdata.txt to determine how the superseded data were derived.
 AE5642
 AE5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7470689012(NAD 83)
 AE5642_MARKER: DD = SURVEY DISK
 AE5642_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE5642_STAMPING: 2 EG 38 1966
 AE5642_MARK LOGO: NCDOT 
 AE5642_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE5642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5642+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1994
 AE5642
 AE5642  HISTORY     - Date     Condition        Report By
 AE5642  HISTORY     - 1966     MONUMENTED       NCDOT
 AE5642  HISTORY     - 19940111 GOOD             NCGS
 AE5642
 AE5642                          STATION DESCRIPTION
 AE5642
 AE5642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5642'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. STATION IS
 AE5642'LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF FRANKLIN, IN THE
 AE5642'CATOOGECHAYE COMMUNITY. ALONG SR 1448 (OLD WEST MURPHY ROAD) FOR 1.8
 AE5642'MI (2.9 KM) SOUTH FROM US 64 (NEAR CARTOOGECHAYE), IN PASTURE, OR 0.25
 AE5642'MI (0.40 KM) SOUTH OF SR 1128. MARK IS ABOUT 12-FEET HIGHER THAN ROAD
 AE5642'AND IS FLUSH WITH GROUND. LOCATED 46.5 FT (14.2 M) EAST OF THE
 AE5642'CENTERLINE OF SR 1448--AND 11.4 FT (3.5 M) EAST-SOUTHEAST OF A POLE,
 AE5642'32.2 FT (9.8 M) SOUTH OF A FENCE POST, 130.8 FT (39.9 M)
 AE5642'NORTH-NORTHEAST OF A 28-INCH PINE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5479 ***********************************************************************
 AA5479  DESIGNATION -  2 EG 46
 AA5479  PID         -  AA5479
 AA5479  STATE/COUNTY-  NC/MACON
 AA5479  USGS QUAD   -  FRANKLIN (1946)
 AA5479
 AA5479                         *CURRENT SURVEY CONTROL
 AA5479  ___________________________________________________________________
 AA5479* NAD 83(2001)-  35 10 30.16385(N)    083 23 59.01807(W)     ADJUSTED  
 AA5479* NAVD 88     -       641.26   (+/-2cm)    2103.9    (feet)  VERTCON   
 AA5479  ___________________________________________________________________
 AA5479  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AA5479  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA5479  HORZ ORDER  -  SECOND
 AA5479  VERT ORDER  -  THIRD ? (See Below)
 AA5479
 AA5479.The horizontal coordinates were established by classical geodetic methods
 AA5479.and adjusted by the National Geodetic Survey in August 2005.
 AA5479
 AA5479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5479.The vertical order pertains to the NGVD 29 superseded value.
 AA5479
 AA5479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5479
 AA5479.The geoid height was determined by GEOID03.
 AA5479
 AA5479;                    North         East     Units Scale Factor Converg.
 AA5479;SPC NC       -   166,959.166   208,997.273   MT  0.99987348   -2 32 21.8
 AA5479;SPC NC       -   547,765.20    685,685.22   sFT  0.99987348   -2 32 21.8
 AA5479;UTM  17      - 3,895,092.511   281,466.612   MT  1.00018860   -1 22 58.7
 AA5479
 AA5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5479!SPC NC       -   0.99990380  x   0.99987348  =   0.99977730
 AA5479!UTM  17      -   0.99990380  x   1.00018860  =   1.00009239
 AA5479
 AA5479                          SUPERSEDED SURVEY CONTROL
 AA5479
 AA5479  NAD 83(1995)-  35 10 30.16390(N)    083 23 59.01780(W) AD(       ) 2
 AA5479  NAD 83(1986)-  35 10 30.16943(N)    083 23 59.02373(W) AD(       ) 2
 AA5479  NGVD 29 (11/07/94)  641.31   (m)         2104.0    (f) LEVELING    3  
 AA5479
 AA5479.Superseded values are not recommended for survey control.
 AA5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5479.See file dsdata.txt to determine how the superseded data were derived.
 AA5479
 AA5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8146795093(NAD 83)
 AA5479_MARKER: DD = SURVEY DISK
 AA5479_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA5479_SP_SET: PREFAB CONC. POST IN EARTH
 AA5479_STAMPING: 2 EG 46 1966
 AA5479_MARK LOGO: NCSHC 
 AA5479_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA5479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5479+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1992
 AA5479
 AA5479  HISTORY     - Date     Condition        Report By
 AA5479  HISTORY     - 1966     MONUMENTED       NCSHC
 AA5479  HISTORY     - 19921214 GOOD             NCGS
 AA5479
 AA5479                          STATION DESCRIPTION
 AA5479
 AA5479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AA5479'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2513 ***********************************************************************
 AH2513  DESIGNATION -  2 EG 5
 AH2513  PID         -  AH2513
 AH2513  STATE/COUNTY-  NC/CLAY
 AH2513  USGS QUAD   -  HAYESVILLE (1987)
 AH2513
 AH2513                         *CURRENT SURVEY CONTROL
 AH2513  ___________________________________________________________________
 AH2513* NAD 83(2001)-  35 02 10.30625(N)    083 48 18.76303(W)     ADJUSTED  
 AH2513* NAVD 88     -       563.99   (+/-2cm)    1850.4    (feet)  VERTCON   
 AH2513  ___________________________________________________________________
 AH2513  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AH2513  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AH2513  HORZ ORDER  -  SECOND
 AH2513  VERT ORDER  -  THIRD ? (See Below)
 AH2513
 AH2513.The horizontal coordinates were established by classical geodetic methods
 AH2513.and adjusted by the National Geodetic Survey in August 2005.
 AH2513
 AH2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2513.The vertical order pertains to the NGVD 29 superseded value.
 AH2513
 AH2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2513
 AH2513.The geoid height was determined by GEOID03.
 AH2513
 AH2513;                    North         East     Units Scale Factor Converg.
 AH2513;SPC NC       -   153,286.502   171,359.436   MT  0.99987963   -2 46 24.3
 AH2513;SPC NC       -   502,907.47    562,201.75   sFT  0.99987963   -2 46 24.3
 AH2513;UTM  17      - 3,880,655.215   244,097.412   MT  1.00040716   -1 36 40.8
 AH2513
 AH2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2513!SPC NC       -   0.99991594  x   0.99987963  =   0.99979558
 AH2513!UTM  17      -   0.99991594  x   1.00040716  =   1.00032307
 AH2513
 AH2513                          SUPERSEDED SURVEY CONTROL
 AH2513
 AH2513  NAD 83(1986)-  35 02 10.31382(N)    083 48 18.76329(W) AD(       ) 2
 AH2513  NGVD 29 (08/21/98)  564.01   (m)         1850.4    (f) LEVELING    3  
 AH2513
 AH2513.Superseded values are not recommended for survey control.
 AH2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2513.See file dsdata.txt to determine how the superseded data were derived.
 AH2513
 AH2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4409780655(NAD 83)
 AH2513_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2513_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH2513_STAMPING: 2 EG 5 1965
 AH2513_MARK LOGO: NCSHC 
 AH2513_PROJECTION: FLUSH
 AH2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2513
 AH2513  HISTORY     - Date     Condition        Report By
 AH2513  HISTORY     - 1965     MONUMENTED       NCSHC
 AH2513  HISTORY     - 19861110 GOOD             NCGS
 AH2513
 AH2513                          STATION DESCRIPTION
 AH2513
 AH2513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AH2513'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF HAYESVILLE.
 AH2513'ALONG US 64 FOR 0.2 MI EAST FROM THE US 64 BRIDGE OVER THE HIWASSEE
 AH2513'RIVER, ON THE SOUTH SIDE OF THE HIGHWAY AT A POWER POLE. MARK IS FLUSH
 AH2513'WITH GROUND.  LOCATED 34.5 FT (10.5 M) SOUTH-SOUTHEAST OF THE
 AH2513'CENTERLINE OF THE HIGHWAY, 2.2 FT (0.67 M) WEST OF A POWER POLE, AND
 AH2513'156.2 FT (47.61 M) SOUTH-SOUTHWEST OF A TELEPHONE POLE (ACROSS THE
 AH2513'HIGHWAY).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3500 ***********************************************************************
 FB3500  DESIGNATION -  2 EG 8
 FB3500  PID         -  FB3500
 FB3500  STATE/COUNTY-  NC/CLAY
 FB3500  USGS QUAD   -  HAYESVILLE (1987)
 FB3500
 FB3500                         *CURRENT SURVEY CONTROL
 FB3500  ___________________________________________________________________
 FB3500* NAD 83(2007)-  35 02 14.35864(N)    083 45 14.28954(W)     ADJUSTED  
 FB3500* NAVD 88     -       595.36   (meters)    1953.3    (feet)  LEVELING  
 FB3500  ___________________________________________________________________
 FB3500  EPOCH DATE  -        2002.00
 FB3500  X           -     568,852.026 (meters)                     COMP
 FB3500  Y           -  -5,197,477.951 (meters)                     COMP
 FB3500  Z           -   3,641,583.354 (meters)                     COMP
 FB3500  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 FB3500  ELLIP HEIGHT-         566.971 (meters)          (06/16/08) ADJUSTED
 FB3500  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FB3500  HORZ ORDER  -  FIRST
 FB3500  VERT ORDER  -  THIRD ?
 FB3500  ELLP ORDER  -  FOURTH    CLASS II
 FB3500
 FB3500.The horizontal coordinates were established by GPS observations
 FB3500.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2008.
 FB3500
 FB3500.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3500.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3500.The horizontal coordinates are valid at the epoch date displayed above.
 FB3500.The epoch date for horizontal control is a decimal equivalence
 FB3500.of Year/Month/Day.
 FB3500
 FB3500.The orthometric height was determined by differential leveling.
 FB3500.The vertical network tie was performed by a horz. field party for horz.
 FB3500.obs reductions. Reset procedures were used to establish the elevation.
 FB3500
 FB3500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3500
 FB3500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3500
 FB3500.The ellipsoidal height was determined by GPS observations
 FB3500.and is referenced to NAD 83.
 FB3500
 FB3500.The geoid height was determined by GEOID03.
 FB3500
 FB3500;                    North         East     Units Scale Factor Converg.
 FB3500;SPC NC       -   153,186.214   176,035.218   MT  0.99987956   -2 44 37.9
 FB3500;SPC NC       -   502,578.44    577,542.21   sFT  0.99987956   -2 44 37.9
 FB3500;SPC GA W     -   558,642.016   737,653.618   MT  0.99991747   +0 14 13.0
 FB3500;SPC GA W     - 1,832,811.35  2,420,118.58   sFT  0.99991747   +0 14 13.0
 FB3500;UTM  17      - 3,880,649.768   248,776.666   MT  1.00037791   -1 34 54.9
 FB3500
 FB3500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3500!SPC NC       -   0.99991101  x   0.99987956  =   0.99979058
 FB3500!SPC GA W     -   0.99991101  x   0.99991747  =   0.99982849
 FB3500!UTM  17      -   0.99991101  x   1.00037791  =   1.00028889
 FB3500
 FB3500                          SUPERSEDED SURVEY CONTROL
 FB3500
 FB3500  NAD 83(2001)-  35 02 14.36131(N)    083 45 14.28895(W) AD(       ) 2
 FB3500  NAD 83(1995)-  35 02 14.36177(N)    083 45 14.28888(W) AD(       ) 2
 FB3500  NAD 83(1986)-  35 02 14.36716(N)    083 45 14.29189(W) AD(       ) 2
 FB3500  NGVD 29 (09/18/91)  595.37   (m)         1953.3    (f) LEVELING    3  
 FB3500
 FB3500.Superseded values are not recommended for survey control.
 FB3500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3500.See file dsdata.txt to determine how the superseded data were derived.
 FB3500
 FB3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4877780650(NAD 83)
 FB3500_MARKER: DE = TRAVERSE STATION DISK
 FB3500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3500_STAMPING: STA. 2 EG 8 ELEV. --- 1965
 FB3500_MARK LOGO: NCHC  
 FB3500_PROJECTION: PROJECTING 5 CENTIMETERS
 FB3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3500+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 FB3500
 FB3500  HISTORY     - Date     Condition        Report By
 FB3500  HISTORY     - 1978     MONUMENTED       NCGS
 FB3500  HISTORY     - 20080115 GOOD             WOOLPT
 FB3500
 FB3500                          STATION DESCRIPTION
 FB3500
 FB3500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3500'THE STATION IS LOCATED BETWEEN COVES OF CHATUGE LAKE ALONG US 64 AND
 FB3500'APPROXIMATELY 3.8 MILES EAST OF HAYESVILLE.
 FB3500'
 FB3500'TO REACH THE STATION FROM US 64 BRIDGE OVER THE HIWASSEE RIVER
 FB3500'SOUTHEAST OF HAYESVILLE, PROCEED EAST ALONG US 64 FOR 3.25 MILES TO
 FB3500'STATION ON LEFT AT TOP OF A 20 FOOT CUT NEAR POWER POLE AND
 FB3500'OPPOSITE GRAVELED AREA AT LAKE CHATUGE.
 FB3500'
 FB3500'STATION MARK IS A STANDARD NCSHS DISK STAMPED---2 EG 8 1965---SET IN
 FB3500'TOP OF A 6 INCH CONCRETE POST, PROJECTING 4 INCHES ABOVE GROUND
 FB3500'SURFACE. THE MARK IS 45.3 (SLOPE) FEET NORTH OF CENTERLINE OF US
 FB3500'64, 2.6 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG AND
 FB3500'13.3 FEET SOUTH-SOUTHWEST OF GUY WIRE ANCHOR.
 FB3500
 FB3500                          STATION RECOVERY (2008)
 FB3500
 FB3500'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 FB3500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1034 ***********************************************************************
 FY1034  DESIGNATION -  2 HLZ
 FY1034  PID         -  FY1034
 FY1034  STATE/COUNTY-  NC/ALAMANCE
 FY1034  USGS QUAD   -  BURLINGTON (1981)
 FY1034
 FY1034                         *CURRENT SURVEY CONTROL
 FY1034  ___________________________________________________________________
 FY1034* NAD 83(1986)-  36 07 27.     (N)    079 24 32.     (W)     SCALED    
 FY1034* NAVD 88     -       161.066  (meters)     528.43   (feet)  ADJUSTED  
 FY1034  ___________________________________________________________________
 FY1034  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FY1034  DYNAMIC HT  -         160.938 (meters)     528.01  (feet)  COMP
 FY1034  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 FY1034
 FY1034  VERT ORDER  -  SECOND    CLASS 0
 FY1034
 FY1034.The horizontal coordinates were scaled from a topographic map and have
 FY1034.an estimated accuracy of +/- 6 seconds.
 FY1034
 FY1034.The orthometric height was determined by differential leveling
 FY1034.and adjusted in June 1991.
 FY1034
 FY1034.The geoid height was determined by GEOID03.
 FY1034
 FY1034.The dynamic height is computed by dividing the NAVD 88
 FY1034.geopotential number by the normal gravity value computed on the
 FY1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1034.degrees latitude (g = 980.6199 gals.).
 FY1034
 FY1034.The modeled gravity was interpolated from observed gravity values.
 FY1034
 FY1034;                    North         East    Units  Estimated Accuracy
 FY1034;SPC NC       -   263,450.      572,790.      MT  (+/- 180 meters Scaled)
 FY1034
 FY1034                          SUPERSEDED SURVEY CONTROL
 FY1034
 FY1034  NGVD 29 (??/??/92)  161.322  (m)          529.27   (f) ADJ UNCH    2 0
 FY1034
 FY1034.Superseded values are not recommended for survey control.
 FY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1034.See file dsdata.txt to determine how the superseded data were derived.
 FY1034
 FY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV431988(NAD 83)
 FY1034_MARKER: DB = BENCH MARK DISK
 FY1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1034_SP_SET: WINGWALL
 FY1034_STAMPING: 2 HLZ 1967 529
 FY1034_MARK LOGO: USGS  
 FY1034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1034+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 FY1034
 FY1034  HISTORY     - Date     Condition        Report By
 FY1034  HISTORY     - 1967     MONUMENTED       USGS
 FY1034  HISTORY     - 1973     GOOD             NCGS
 FY1034  HISTORY     - 1985     GOOD             USPSQD
 FY1034  HISTORY     - 19910512 GOOD             USPSQD
 FY1034  HISTORY     - 20020512 GOOD             USPSQD
 FY1034  HISTORY     - 20020711 GOOD             NCGS
 FY1034  HISTORY     - 20040613 GOOD             USPSQD
 FY1034  HISTORY     - 20050927 GOOD             USPSQD
 FY1034
 FY1034                          STATION DESCRIPTION
 FY1034
 FY1034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1034'2.7 MI NE FROM BURLINGTON.
 FY1034'2 HLZ IS LOCATED ALONG HAW RIVER BETWEEN THE COMMUNITIES OF
 FY1034'HOPEDALE AND CAROLINA.  TO REACH STATION FROM INTERSECTION
 FY1034'OF SR 1729 AND SR 1730 AT STANDPIPE IN CAROLINA, PROCEED SE ALONG
 FY1034'SR 1729 FOR 0.65 MILES TO INTERSECTION WITH SR 1712 AND SR 1712
 FY1034'BRIDGE OVER HAW RIVER ON RIGHT AND STATION ON SW END OF BRIDGE
 FY1034'IN SE WINGWALL, APPROXIMATELY 75 FT NE OF INTERSECTION OF SR 1712
 FY1034'AND SR 1700, 23.0 FT SSE OF C/L OF SR 1712, 3.3 FT ESE OF SE
 FY1034'CORNER OF ABUTMENT, AND 2.4 FT SSE OF EAST EDGE OF ABUTMENT.
 FY1034'STATION MARK SET IN CONCRETE IN DRILL HOLE FLUSH IN WINGWALL.
 FY1034
 FY1034                          STATION RECOVERY (1985)
 FY1034
 FY1034'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1034'529' ABOVE SEA LEVEL.
 FY1034
 FY1034                          STATION RECOVERY (1991)
 FY1034
 FY1034'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1034'RECOVERED IN GOOD CONDITION.
 FY1034
 FY1034                          STATION RECOVERY (2002)
 FY1034
 FY1034'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1034'RECOVERED IN GOOD CONDITION.
 FY1034
 FY1034                          STATION RECOVERY (2002)
 FY1034
 FY1034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1034'RECOVERED AS DESCRIBED. MARK IS ABOUT LEVEL WITH SR 1700 AND
 FY1034'APPROXIMATELY 75-FT EAST (NOT NORTHEAST) OF INTERSECTION.
 FY1034
 FY1034                          STATION RECOVERY (2004)
 FY1034
 FY1034'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1034'RECOVERED IN GOOD CONDITION.
 FY1034
 FY1034                          STATION RECOVERY (2005)
 FY1034
 FY1034'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3652 ***********************************************************************
 EB3652  DESIGNATION -  2 HLZ
 EB3652  PID         -  EB3652
 EB3652  STATE/COUNTY-  NC/ANSON
 EB3652  USGS QUAD   -  MORVEN EAST (1983)
 EB3652
 EB3652                         *CURRENT SURVEY CONTROL
 EB3652  ___________________________________________________________________
 EB3652* NAD 83(2001)-  34 50 58.16802(N)    079 59 25.01674(W)     NO CHECK  
 EB3652* NAVD 88     -       103.09   (+/-2cm)     338.2    (feet)  VERTCON   
 EB3652  ___________________________________________________________________
 EB3652  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 EB3652  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EB3652  HORZ ORDER  -  SECOND
 EB3652  VERT ORDER  -  THIRD ? (See Below)
 EB3652
 EB3652.The horizontal coordinates were established by classical geodetic methods
 EB3652.and adjusted by the National Geodetic Survey in August 2005.
 EB3652.No horizontal observational check was made to the station.
 EB3652
 EB3652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3652.The vertical order pertains to the NGVD 29 superseded value.
 EB3652
 EB3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3652
 EB3652.The geoid height was determined by GEOID03.
 EB3652
 EB3652;                    North         East     Units Scale Factor Converg.
 EB3652;SPC NC       -   122,418.832   519,045.754   MT  0.99989708   -0 34 17.6
 EB3652;SPC NC       -   401,635.78  1,702,902.61   sFT  0.99989708   -0 34 17.6
 EB3652;UTM  17      - 3,856,817.216   592,308.465   MT  0.99970502   +0 34 37.3
 EB3652
 EB3652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3652!SPC NC       -   0.99998867  x   0.99989708  =   0.99988575
 EB3652!UTM  17      -   0.99998867  x   0.99970502  =   0.99969369
 EB3652
 EB3652                          SUPERSEDED SURVEY CONTROL
 EB3652
 EB3652  NAD 83(1986)-  34 50 58.18251(N)    079 59 25.03181(W) AD(       ) 2
 EB3652  NGVD 29 (03/28/90)  103.35   (m)          339.1    (f) LEVELING    3  
 EB3652
 EB3652.Superseded values are not recommended for survey control.
 EB3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3652.See file dsdata.txt to determine how the superseded data were derived.
 EB3652
 EB3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9230856817(NAD 83)
 EB3652_MARKER: DB = BENCH MARK DISK
 EB3652_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EB3652_STAMPING: 2 HLZ 1970
 EB3652_MARK LOGO: USGS  
 EB3652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EB3652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB3652+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 EB3652
 EB3652  HISTORY     - Date     Condition        Report By
 EB3652  HISTORY     - 1970     MONUMENTED       USGS
 EB3652  HISTORY     - 19931021 SEE DESCRIPTION  NCGS
 EB3652  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 EB3652
 EB3652                          STATION DESCRIPTION
 EB3652
 EB3652'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 EB3652'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF MORVEN AND
 EB3652'2.5 MILES NORTHWEST OF MCFARLAN.
 EB3652'
 EB3652'TO REACH THE STATION FROM THE INTERSECTION OF US 52 WITH NC 145 IN
 EB3652'MORVEN, PROCEED SOUTHEAST ALONG US 52 FOR 1.2 MILES TO SR 1829 AND
 EB3652'STATION IN FORK OF THE INTERSECTION.
 EB3652'
 EB3652'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---2 HLZ 1970---,
 EB3652'SET IN THE TOP OF A CONCRETE PRECAST, WHICH IS 6 INCHES ABOVE THE
 EB3652'GROUND SURFACE.  THE MARK IS 19.5 FEET EAST-NORTHEAST OF THE
 EB3652'CENTERLINE OF US 52, 20.4 FEET SOUTHWEST OF THE CENTERLINE OF SR 1829,
 EB3652'3.4 FEET NORTHWEST OF --JOHN J. MCRAE-- HISTORICAL MARKER SIGN AND 3.2
 EB3652'FEET SOUTH-SOUTHEAST OF A SIGN POST WITH WITNESS SIGN.
 EB3652
 EB3652                          STATION RECOVERY (1993)
 EB3652
 EB3652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 EB3652'MARK FOUND LYING AT 45 DEGREE ANGLE-DISK REMOVED AT THIS TIME. STATION
 EB3652'IS DESTROYED.
 EB3652
 EB3652                          STATION RECOVERY (1994)
 EB3652
 EB3652'RECOVERY NOTE BY US POWER SQUADRON 1994
 EB3652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4578 ***********************************************************************
 AE4578  DESIGNATION -  2 JAS
 AE4578  PID         -  AE4578
 AE4578  STATE/COUNTY-  NC/IREDELL
 AE4578  USGS QUAD   -  STATESVILLE WEST (1993)
 AE4578
 AE4578                         *CURRENT SURVEY CONTROL
 AE4578  ___________________________________________________________________
 AE4578* NAD 83(2007)-  35 45 06.65664(N)    080 53 26.86124(W)     ADJUSTED  
 AE4578* NAVD 88     -       242.1    (meters)     794.     (feet)  GPS OBS   
 AE4578  ___________________________________________________________________
 AE4578  EPOCH DATE  -        2002.00
 AE4578  X           -     820,445.473 (meters)                     COMP
 AE4578  Y           -  -5,116,947.914 (meters)                     COMP
 AE4578  Z           -   3,706,004.027 (meters)                     COMP
 AE4578  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AE4578  ELLIP HEIGHT-         210.191 (meters)          (02/10/07) ADJUSTED
 AE4578  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AE4578
 AE4578  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4578  Type    PID    Designation                      North   East  Ellip
 AE4578  -------------------------------------------------------------------
 AE4578  NETWORK AE4578 2 JAS                             0.71   0.55   1.18
 AE4578  -------------------------------------------------------------------
 AE4578
 AE4578.The horizontal coordinates were established by GPS observations
 AE4578.and adjusted by the National Geodetic Survey in February 2007.
 AE4578
 AE4578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4578.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4578.The horizontal coordinates are valid at the epoch date displayed above.
 AE4578.The epoch date for horizontal control is a decimal equivalence
 AE4578.of Year/Month/Day.
 AE4578
 AE4578.The orthometric height was determined by GPS observations and a
 AE4578.high-resolution geoid model.
 AE4578
 AE4578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4578
 AE4578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4578
 AE4578.The ellipsoidal height was determined by GPS observations
 AE4578.and is referenced to NAD 83.
 AE4578
 AE4578.The geoid height was determined by GEOID03.
 AE4578
 AE4578;                    North         East     Units Scale Factor Converg.
 AE4578;SPC NC       -   223,697.009   438,613.328   MT  0.99991059   -1 05 28.7
 AE4578;SPC NC       -   733,912.60  1,439,017.23   sFT  0.99991059   -1 05 28.7
 AE4578;UTM  17      - 3,956,430.955   509,873.150   MT  0.99960120   +0 03 49.7
 AE4578
 AE4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4578!SPC NC       -   0.99996701  x   0.99991059  =   0.99987760
 AE4578!UTM  17      -   0.99996701  x   0.99960120  =   0.99956822
 AE4578
 AE4578                          SUPERSEDED SURVEY CONTROL
 AE4578
 AE4578  NAD 83(2001)-  35 45 06.65676(N)    080 53 26.86118(W) AD(       ) 1
 AE4578  ELLIP H (03/13/03)  210.177  (m)                       GP(       ) 4 2
 AE4578  NAD 83(1986)-  35 45 06.66537(N)    080 53 26.86797(W) AD(       ) 1
 AE4578  NGVD 29 (11/20/97)  242.32   (m)          795.0    (f) LEVELING    3  
 AE4578
 AE4578.Superseded values are not recommended for survey control.
 AE4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4578.See file dsdata.txt to determine how the superseded data were derived.
 AE4578
 AE4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0987356431(NAD 83)
 AE4578_MARKER: DB = BENCH MARK DISK
 AE4578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4578_SP_SET: WHEEL GUARD OF BRIDGE
 AE4578_STAMPING: 2 JAS 1965 795
 AE4578_MARK LOGO: USGS  
 AE4578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4578+STABILITY: SURFACE MOTION
 AE4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4578+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1991
 AE4578
 AE4578  HISTORY     - Date     Condition        Report By
 AE4578  HISTORY     - 1965     MONUMENTED       USGS
 AE4578  HISTORY     - 19911021 GOOD             NCGS
 AE4578
 AE4578                          STATION DESCRIPTION
 AE4578
 AE4578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4578'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH OF STATESVILLE AND 2.2
 AE4578'MI (3.5 KM) NORTH OF BARIUM SPRING. ALONG US 21-NC 115 FOR 2.55 MI
 AE4578'(4.10 KM) SOUTH FROM US 64-US 70 (IN STATESVILLE), IN THE EAST WHEEL
 AE4578'GUARD AT THE NORTH END OF THE BRIDGE OVER THIRD CREEK. MARK IS ABOUT 1
 AE4578'FOOT HIGHER THAN THE ROAD AND FLUSH WITH CONCRETE. LOCATED 16.4 FT
 AE4578'(5.0 M) EAST OF THE CENTERLINE OF US 21-NC 115, AND 1.0 FT (0.3 M)
 AE4578'SOUTH OF THE NORTH END OF THE EAST WHEEL GUARD OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3239 ***********************************************************************
 FA3239  DESIGNATION -  2 JS 13
 FA3239  PID         -  FA3239
 FA3239  STATE/COUNTY-  NC/CLEVELAND
 FA3239  USGS QUAD   -  GROVER (1993)
 FA3239
 FA3239                         *CURRENT SURVEY CONTROL
 FA3239  ___________________________________________________________________
 FA3239* NAD 83(2001)-  35 14 52.39034(N)    081 25 26.07992(W)     ADJUSTED  
 FA3239* NAVD 88     -       266.33   (+/-2cm)     873.8    (feet)  VERTCON   
 FA3239  ___________________________________________________________________
 FA3239  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FA3239  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA3239  HORZ ORDER  -  SECOND
 FA3239  VERT ORDER  -  THIRD ? (See Below)
 FA3239
 FA3239.The horizontal coordinates were established by classical geodetic methods
 FA3239.and adjusted by the National Geodetic Survey in August 2005.
 FA3239
 FA3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3239.The vertical order pertains to the NGVD 29 superseded value.
 FA3239
 FA3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3239
 FA3239.The geoid height was determined by GEOID03.
 FA3239
 FA3239;                    North         East     Units Scale Factor Converg.
 FA3239;SPC NC       -   168,853.238   389,046.221   MT  0.99987259   -1 23 56.4
 FA3239;SPC NC       -   553,979.33  1,276,395.81   sFT  0.99987259   -1 23 56.4
 FA3239;UTM  17      - 3,900,615.601   461,434.313   MT  0.99961833   -0 14 40.7
 FA3239
 FA3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3239!SPC NC       -   0.99996317  x   0.99987259  =   0.99983576
 FA3239!UTM  17      -   0.99996317  x   0.99961833  =   0.99958151
 FA3239
 FA3239                          SUPERSEDED SURVEY CONTROL
 FA3239
 FA3239  NAD 83(1986)-  35 14 52.40309(N)    081 25 26.07549(W) AD(       ) 2
 FA3239  NAD 27      -  35 14 51.92297(N)    081 25 26.76537(W) AD(       ) 2
 FA3239  NGVD 29 (07/19/86)  266.56   (m)          874.5    (f) LEVELING    3  
 FA3239
 FA3239.Superseded values are not recommended for survey control.
 FA3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3239.See file dsdata.txt to determine how the superseded data were derived.
 FA3239
 FA3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6143400616(NAD 83)
 FA3239_MARKER: DD = SURVEY DISK
 FA3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3239_SP_SET: CONCRETE POST
 FA3239_STAMPING: 2 JS 13 1961
 FA3239_MARK LOGO: NCSHC 
 FA3239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3239+STABILITY: SURFACE MOTION
 FA3239
 FA3239  HISTORY     - Date     Condition        Report By
 FA3239  HISTORY     - 1972     MONUMENTED       NCSHC
 FA3239  HISTORY     - 1972     GOOD             NCSHC
 FA3239  HISTORY     - 1979     GOOD             NC-045
 FA3239  HISTORY     - 19850101 GOOD             NCGS
 FA3239  HISTORY     - 19941221 MARK NOT FOUND   USPSQD
 FA3239  HISTORY     - 20001117 MARK NOT FOUND   USPSQD
 FA3239  HISTORY     - 20041130 MARK NOT FOUND   USPSQD
 FA3239
 FA3239                          STATION DESCRIPTION
 FA3239
 FA3239'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC)
 FA3239'2 JS 13 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN
 FA3239'THE VICINITY OF KINGS MOUNTAIN, NORTH CAROLINA.
 FA3239'
 FA3239'2 JS 13 1961 IS LOCATED APPROXIMATELY 4.5 MILES WEST OF KINGS
 FA3239'MOUNTAIN, AND 7.2 MILES ESE OF SHELBY.  TO REACH STATION FROM
 FA3239'INTERSECTION OF US 74 WITH SR 1001 (OAK GROVE RD.) AT DAVID BAPTIST
 FA3239'CHURCH, BETWEEN SHELBY AND KINGS MOUNTAIN, PROCEED WEST ALONG US
 FA3239'74 FOR 0.65 MILES TO STATION ON RIGHT.  0.6 MILES EAST OF
 FA3239'INTERSECTION WITH SR 2244, AT MEDIAN CROSSOVER, AND WEST OF WOODS
 FA3239'ROAD (NORTH).
 FA3239'
 FA3239'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE
 FA3239'POST, PROJECTING 3 INCHES ABOVE THE GROUND.
 FA3239'
 FA3239'MARK IS
 FA3239'35.5 FEET NNW OF C/L OF US 74 WEST BOUND LANE.
 FA3239'10.5 FEET W OF C/L OF WOODS ROAD ENTRANCE.
 FA3239'75.6 FEET NNE OF CENTER OF MEDIAN CROSS OVER.
 FA3239'12.6 FEET SSE OF PP NO. B86 W/ALUMINUM REF. TAG.
 FA3239
 FA3239                          STATION RECOVERY (1972)
 FA3239
 FA3239'RECOVERY NOTE BY NC STATE HWYS COMM 1972
 FA3239'RECOVERED IN GOOD CONDITION.
 FA3239
 FA3239                          STATION RECOVERY (1979)
 FA3239
 FA3239'RECOVERY NOTE BY CLEVELAND COUNTY NORTH CAROLINA 1979 (HPG)
 FA3239'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3239
 FA3239                          STATION RECOVERY (1985)
 FA3239
 FA3239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA3239'RECOVERED AT THIS DATE.  MEDIAN HAS BEEN REMOVED.  MARK IS 1.1 M
 FA3239'(3.6 FT) NORTH-NORTHWEST OF A GUY WIRE ANCHOR.
 FA3239'STATION WAS DESCRIBED IN 1972 AS FOLLOWS -
 FA3239'2 JS 13 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN
 FA3239'THE VICINITY OF KINGS MOUNTAIN, NORTH CAROLINA.
 FA3239'2 JS 13 1961 IS LOCATED APPROXIMATELY 4.5 MILES WEST OF KINGS
 FA3239'MOUNTAIN, AND 7.2 MILES ESE OF SHELBY.  TO REACH STATION FROM
 FA3239'INTERSECTION OF US 74 WITH SR 1001 (OAK GROVE RD.) AT DAVID BAPTIST
 FA3239'CHURCH, BETWEEN SHELBY AND KINGS MOUNTAIN, PROCEED WEST ALONG US
 FA3239'74 FOR 0.65 MILES TO STATION ON RIGHT.  0.6 MILES EAST OF
 FA3239'INTERSECTION WITH SR 2244, AT MEDIAN CROSSOVER, AND WEST OF WOODS
 FA3239'ROAD (NORTH).
 FA3239'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE
 FA3239'POST, PROJECTING 3 INCHES ABOVE THE GROUND.
 FA3239'MARK IS
 FA3239'35.5 FEET NNW OF C/L OF US 74 WEST BOUND LANE.
 FA3239'10.5 FEET W OF C/L OF WOODS ROAD ENTRANCE.
 FA3239'75.6 FEET NNE OF CENTER OF MEDIAN CROSS OVER.
 FA3239'12.6 FEET SSE OF PP NO. B86 W/ALUMINUM REF. TAG.
 FA3239
 FA3239                          STATION RECOVERY (1994)
 FA3239
 FA3239'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA3239'MARK NOT FOUND.
 FA3239
 FA3239                          STATION RECOVERY (2000)
 FA3239
 FA3239'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA3239'MARK NOT FOUND.
 FA3239
 FA3239                          STATION RECOVERY (2004)
 FA3239
 FA3239'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA3239'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FA3239'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4850 ***********************************************************************
 FA4850  DESIGNATION -  2 JS 19
 FA4850  PID         -  FA4850
 FA4850  STATE/COUNTY-  NC/CLEVELAND
 FA4850  USGS QUAD   -  BESSEMER CITY (1993)
 FA4850
 FA4850                         *CURRENT SURVEY CONTROL
 FA4850  ___________________________________________________________________
 FA4850* NAD 83(2001)-  35 15 15.64684(N)    081 21 38.84512(W)     ADJUSTED  
 FA4850* NAVD 88     -       292.83   (+/-2cm)     960.7    (feet)  VERTCON   
 FA4850  ___________________________________________________________________
 FA4850  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 FA4850  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FA4850  HORZ ORDER  -  SECOND
 FA4850  VERT ORDER  -  THIRD ? (See Below)
 FA4850
 FA4850.The horizontal coordinates were established by classical geodetic methods
 FA4850.and adjusted by the National Geodetic Survey in August 2005.
 FA4850
 FA4850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4850.The vertical order pertains to the NGVD 29 superseded value.
 FA4850
 FA4850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4850
 FA4850.The geoid height was determined by GEOID03.
 FA4850
 FA4850;                    North         East     Units Scale Factor Converg.
 FA4850;SPC NC       -   169,431.252   394,805.611   MT  0.99987259   -1 21 45.3
 FA4850;SPC NC       -   555,875.70  1,295,291.41   sFT  0.99987259   -1 21 45.3
 FA4850;UTM  17      - 3,901,309.346   467,179.414   MT  0.99961327   -0 12 29.7
 FA4850
 FA4850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4850!SPC NC       -   0.99995899  x   0.99987259  =   0.99983159
 FA4850!UTM  17      -   0.99995899  x   0.99961327  =   0.99957228
 FA4850
 FA4850                          SUPERSEDED SURVEY CONTROL
 FA4850
 FA4850  NAD 83(1986)-  35 15 15.66287(N)    081 21 38.84448(W) AD(       ) 2
 FA4850  NGVD 29 (09/01/92)  293.04   (m)          961.4    (f) LEVELING    3  
 FA4850
 FA4850.Superseded values are not recommended for survey control.
 FA4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4850.See file dsdata.txt to determine how the superseded data were derived.
 FA4850
 FA4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6717901309(NAD 83)
 FA4850_MARKER: DD = SURVEY DISK
 FA4850_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA4850_SP_SET: PREFAB CONC. POST IN EARTH
 FA4850_STAMPING: 2 JS 19 1961
 FA4850_MARK LOGO: NCDOT 
 FA4850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4850
 FA4850  HISTORY     - Date     Condition        Report By
 FA4850  HISTORY     - 1961     MONUMENTED       NCDOT
 FA4850  HISTORY     - 19850101 GOOD             NCGS
 FA4850  HISTORY     - 19941215 GOOD             USPSQD
 FA4850  HISTORY     - 20001117 GOOD             USPSQD
 FA4850
 FA4850                          STATION DESCRIPTION
 FA4850
 FA4850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4850'STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) NORTHWEST OF KINGS MOUNTAIN.
 FA4850'PROCEED ALONG US 74 BYPASS FOR 1.95 KM (1.21 MI) NORTHWEST FROM NC 216
 FA4850'TO THE SR 2026 OVERPASS, THENCE SOUTH ALONG SR 2026 FOR 0.4 KM
 FA4850'(0.2 MI) TO SR 2034, AND THE STATION 91 M (298.6 FT) EAST OF THE
 FA4850'INTERSECTION, IN THE NORTHEAST CORNER OF THE YARD OF A BRICK
 FA4850'RESIDENCE.
 FA4850'MARK IS FLUSH WITH GROUND AND 2 FEET HIGHER THAN THE ROAD. LOCATED
 FA4850'19.9 M (65.3 FT) SOUTHWEST OF THE SOUTH EDGE OF SR 2034, 19.8 M
 FA4850'(65.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 FA4850'RESIDENCE--AND 2.6 M (8.5 FT) NORTHEAST OF A TELEPHONE POLE, 48.5 M
 FA4850'(159.1 FT) SOUTHEAST OF A POWER POLE (AB3)--BOTH WITH REFERENCE TAGS.
 FA4850
 FA4850                          STATION RECOVERY (1994)
 FA4850
 FA4850'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4850'RECOVERED IN GOOD CONDITION.
 FA4850
 FA4850                          STATION RECOVERY (2000)
 FA4850
 FA4850'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA4850'MARKER IS W OF INTERSECTION OF PATTERSON AND WACO.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4851 ***********************************************************************
 FA4851  DESIGNATION -  2 JS 20
 FA4851  PID         -  FA4851
 FA4851  STATE/COUNTY-  NC/CLEVELAND
 FA4851  USGS QUAD   -  WACO (1973)
 FA4851
 FA4851                         *CURRENT SURVEY CONTROL
 FA4851  ___________________________________________________________________
 FA4851* NAD 83(2001)-  35 15 14.57180(N)    081 23 19.25633(W)     ADJUSTED  
 FA4851* NAVD 88     -       271.01   (+/-2cm)     889.1    (feet)  VERTCON   
 FA4851  ___________________________________________________________________
 FA4851  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 FA4851  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA4851  HORZ ORDER  -  SECOND
 FA4851  VERT ORDER  -  THIRD ? (See Below)
 FA4851
 FA4851.The horizontal coordinates were established by classical geodetic methods
 FA4851.and adjusted by the National Geodetic Survey in August 2005.
 FA4851
 FA4851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4851.The vertical order pertains to the NGVD 29 superseded value.
 FA4851
 FA4851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4851
 FA4851.The geoid height was determined by GEOID03.
 FA4851
 FA4851;                    North         East     Units Scale Factor Converg.
 FA4851;SPC NC       -   169,458.842   392,267.558   MT  0.99987259   -1 22 43.2
 FA4851;SPC NC       -   555,966.22  1,286,964.48   sFT  0.99987259   -1 22 43.2
 FA4851;UTM  17      - 3,901,285.807   464,641.975   MT  0.99961541   -0 13 27.7
 FA4851
 FA4851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4851!SPC NC       -   0.99996242  x   0.99987259  =   0.99983502
 FA4851!UTM  17      -   0.99996242  x   0.99961541  =   0.99957785
 FA4851
 FA4851                          SUPERSEDED SURVEY CONTROL
 FA4851
 FA4851  NAD 83(1986)-  35 15 14.58600(N)    081 23 19.25457(W) AD(       ) 2
 FA4851  NGVD 29 (09/01/92)  271.23   (m)          889.9    (f) LEVELING    3  
 FA4851
 FA4851.Superseded values are not recommended for survey control.
 FA4851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4851.See file dsdata.txt to determine how the superseded data were derived.
 FA4851
 FA4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6464201286(NAD 83)
 FA4851_MARKER: DD = SURVEY DISK
 FA4851_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA4851_SP_SET: PREFAB CONC. POST IN EARTH
 FA4851_STAMPING: 2 JS 20 1971
 FA4851_MARK LOGO: NCDOT 
 FA4851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4851
 FA4851  HISTORY     - Date     Condition        Report By
 FA4851  HISTORY     - 1971     MONUMENTED       NCDOT
 FA4851  HISTORY     - 19850101 GOOD             NCGS
 FA4851  HISTORY     - 19941221 MARK NOT FOUND   USPSQD
 FA4851  HISTORY     - 20001117 MARK NOT FOUND   USPSQD
 FA4851  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 FA4851
 FA4851                          STATION DESCRIPTION
 FA4851
 FA4851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4851'STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) WEST-NORTHWEST OF KINGS
 FA4851'MOUNTAIN.
 FA4851'PROCEED ALONG US 74 BUSINESS FOR 0.5 KM (0.3 MI) SOUTHEAST FROM US 74
 FA4851'BYPASS TO SR 2036, THENCE NORTH ALONG SR 2036 FOR 2.0 KM (1.2 MI) ,
 FA4851'TO A PASTURE, AND THE STATION AT A FENCE LINE.
 FA4851'MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD.  LOCATED 8.5 M
 FA4851'(27.9 FT) NORTH OF THE CENTERLINE OF SR 2036--AND 1.8 M (5.9 FT) WEST
 FA4851'OF A FENCE POST, 1.8 M (5.9 FT) SOUTHWEST OF A FENCE POST, 41.1 M
 FA4851'(134.8 FT) SOUTHEAST OF A POWER POLE (A27)--ALL WITH REFERENCE TAGS.
 FA4851
 FA4851                          STATION RECOVERY (1994)
 FA4851
 FA4851'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4851'MARK NOT FOUND.
 FA4851
 FA4851                          STATION RECOVERY (2000)
 FA4851
 FA4851'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA4851'MARK NOT FOUND.
 FA4851
 FA4851                          STATION RECOVERY (2004)
 FA4851
 FA4851'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 FA4851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4852 ***********************************************************************
 FA4852  DESIGNATION -  2 JWG
 FA4852  PID         -  FA4852
 FA4852  STATE/COUNTY-  NC/GASTON
 FA4852  USGS QUAD   -  LINCOLNTON WEST (1993)
 FA4852
 FA4852                         *CURRENT SURVEY CONTROL
 FA4852  ___________________________________________________________________
 FA4852* NAD 83(2001)-  35 24 41.44555(N)    081 19 22.38004(W)     NO CHECK  
 FA4852* NAVD 88     -       262.22   (+/-2cm)     860.3    (feet)  VERTCON   
 FA4852  ___________________________________________________________________
 FA4852  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 FA4852  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FA4852  HORZ ORDER  -  SECOND
 FA4852  VERT ORDER  -  THIRD ? (See Below)
 FA4852
 FA4852.The horizontal coordinates were established by classical geodetic methods
 FA4852.and adjusted by the National Geodetic Survey in August 2005.
 FA4852.No horizontal observational check was made to the station.
 FA4852
 FA4852.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4852.The vertical order pertains to the NGVD 29 superseded value.
 FA4852
 FA4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4852
 FA4852.The geoid height was determined by GEOID03.
 FA4852
 FA4852;                    North         East     Units Scale Factor Converg.
 FA4852;SPC NC       -   186,779.998   398,661.860   MT  0.99987646   -1 20 26.5
 FA4852;SPC NC       -   612,794.04  1,307,943.12   sFT  0.99987646   -1 20 26.5
 FA4852;UTM  17      - 3,918,727.669   470,684.577   MT  0.99961059   -0 11 13.5
 FA4852
 FA4852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4852!SPC NC       -   0.99996382  x   0.99987646  =   0.99984028
 FA4852!UTM  17      -   0.99996382  x   0.99961059  =   0.99957442
 FA4852
 FA4852                          SUPERSEDED SURVEY CONTROL
 FA4852
 FA4852  NAD 83(1986)-  35 24 41.45933(N)    081 19 22.38043(W) AD(       ) 2
 FA4852  NGVD 29 (09/01/92)  262.44   (m)          861.0    (f) LEVELING    3  
 FA4852
 FA4852.Superseded values are not recommended for survey control.
 FA4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4852.See file dsdata.txt to determine how the superseded data were derived.
 FA4852
 FA4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7068518728(NAD 83)
 FA4852_MARKER: DB = BENCH MARK DISK
 FA4852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA4852_SP_SET: CULVERT HEADWALL
 FA4852_STAMPING: 2 JWG 1973 861
 FA4852_MARK LOGO: USGS  
 FA4852_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4852+STABILITY: SURFACE MOTION
 FA4852
 FA4852  HISTORY     - Date     Condition        Report By
 FA4852  HISTORY     - 1973     MONUMENTED       USGS
 FA4852  HISTORY     - 19870405 GOOD             NCGS
 FA4852  HISTORY     - 19990615 MARK NOT FOUND   NCGS
 FA4852  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 FA4852
 FA4852                          STATION DESCRIPTION
 FA4852
 FA4852'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA4852'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHWEST OF CROUSE.
 FA4852'ALONG NC 150 FOR 0.6 KM (0.4 MI) SOUTHWEST FROM THE LINCOLN COUNTY
 FA4852'LINE.
 FA4852'MARK IS ABOUT 8 FEET LOWER THAN THE ROAD.  LOCATED 45.0 FT (13.7 M)
 FA4852'NORTH OF THE CENTERLINE OF THE ROAD AT A SMALL DRAIN CROSSING, AND 0.8
 FA4852'FT (0.2 M) WEST OF THE EAST END OF THE CONCRETE HEADWALL.
 FA4852
 FA4852                          STATION RECOVERY (1999)
 FA4852
 FA4852'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA4852'MARK WAS NOT FOUND.  NC 150 IS NOW A FOUR LANE DIVIDED HIGHWAY AND
 FA4852'STATION WAS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 FA4852
 FA4852                          STATION RECOVERY (2000)
 FA4852
 FA4852'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0954 ***********************************************************************
 EA0954  DESIGNATION -  2 LB 12
 EA0954  PID         -  EA0954
 EA0954  STATE/COUNTY-  NC/ONSLOW
 EA0954  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 EA0954
 EA0954                         *CURRENT SURVEY CONTROL
 EA0954  ___________________________________________________________________
 EA0954* NAD 83(1986)-  34 45 37.     (N)    077 29 11.     (W)     SCALED    
 EA0954* NAVD 88     -         9.646  (meters)      31.65   (feet)  ADJUSTED  
 EA0954  ___________________________________________________________________
 EA0954  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EA0954  DYNAMIC HT  -           9.637 (meters)      31.62  (feet)  COMP
 EA0954  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 EA0954
 EA0954  VERT ORDER  -  SECOND    CLASS II
 EA0954
 EA0954.The horizontal coordinates were scaled from a topographic map and have
 EA0954.an estimated accuracy of +/- 6 seconds.
 EA0954
 EA0954.The orthometric height was determined by differential leveling
 EA0954.and adjusted in June 1991.
 EA0954
 EA0954.The geoid height was determined by GEOID03.
 EA0954
 EA0954.The dynamic height is computed by dividing the NAVD 88
 EA0954.geopotential number by the normal gravity value computed on the
 EA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0954.degrees latitude (g = 980.6199 gals.).
 EA0954
 EA0954.The modeled gravity was interpolated from observed gravity values.
 EA0954
 EA0954;                    North         East    Units  Estimated Accuracy
 EA0954;SPC NC       -   113,130.      748,160.      MT  (+/- 180 meters Scaled)
 EA0954
 EA0954                          SUPERSEDED SURVEY CONTROL
 EA0954
 EA0954  NGVD 29 (??/??/92)    9.969  (m)           32.71   (f) ADJ UNCH    2 2
 EA0954
 EA0954.Superseded values are not recommended for survey control.
 EA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0954.See file dsdata.txt to determine how the superseded data were derived.
 EA0954
 EA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD724492(NAD 83)
 EA0954_MARKER: DD = SURVEY DISK
 EA0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0954_STAMPING: 2 LB 12 1971
 EA0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0954+STABILITY: SURFACE MOTION
 EA0954
 EA0954  HISTORY     - Date     Condition        Report By
 EA0954  HISTORY     - 1971     MONUMENTED       NCGS
 EA0954  HISTORY     - 1974     GOOD             NCGS
 EA0954
 EA0954                          STATION DESCRIPTION
 EA0954
 EA0954'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0954'3.2 MI W FROM JACKSONVILLE.
 EA0954'TO REACH STATION FROM INTERSECTION OF US 258 AND NC 53 WEST OF
 EA0954'JACKSONVILLE, PROCEED WESTERLY ALONG US 258 FOR 1.05 MILES TO STATION
 EA0954'ON LEFT, 1.25 MILES SOUTH OF INTERSECTION WITH SR 1212 IN SMALL
 EA0954'COMMUNITY OF TAR LANDING.  45.1 FT. WEST OF C/L OF US 258, 8.5 FT. NE
 EA0954'OF A 4 INCH PINE WITH ALUMINUM REF. TAG, 67.5 FT. SOUTH OF NCGS
 EA0954'STATION LEN, 32.5 FT. SE OF A 12 INCH PINE WITH ALUMINUM REF. TAG,
 EA0954'58.4 FT. NW OF A 15 INCH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN
 EA0954'TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0953 ***********************************************************************
 EA0953  DESIGNATION -  2 LB 14
 EA0953  PID         -  EA0953
 EA0953  STATE/COUNTY-  NC/ONSLOW
 EA0953  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 EA0953
 EA0953                         *CURRENT SURVEY CONTROL
 EA0953  ___________________________________________________________________
 EA0953* NAD 83(1986)-  34 45 07.     (N)    077 27 11.     (W)     SCALED    
 EA0953* NAVD 88     -         5.853  (meters)      19.20   (feet)  ADJUSTED  
 EA0953  ___________________________________________________________________
 EA0953  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 EA0953  DYNAMIC HT  -           5.848 (meters)      19.19  (feet)  COMP
 EA0953  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 EA0953
 EA0953  VERT ORDER  -  SECOND    CLASS II
 EA0953
 EA0953.The horizontal coordinates were scaled from a topographic map and have
 EA0953.an estimated accuracy of +/- 6 seconds.
 EA0953
 EA0953.The orthometric height was determined by differential leveling
 EA0953.and adjusted in June 1991.
 EA0953
 EA0953.The geoid height was determined by GEOID03.
 EA0953
 EA0953.The dynamic height is computed by dividing the NAVD 88
 EA0953.geopotential number by the normal gravity value computed on the
 EA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0953.degrees latitude (g = 980.6199 gals.).
 EA0953
 EA0953.The modeled gravity was interpolated from observed gravity values.
 EA0953
 EA0953;                    North         East    Units  Estimated Accuracy
 EA0953;SPC NC       -   112,250.      751,230.      MT  (+/- 180 meters Scaled)
 EA0953
 EA0953                          SUPERSEDED SURVEY CONTROL
 EA0953
 EA0953  NGVD 29 (??/??/92)    6.176  (m)           20.26   (f) ADJ UNCH    2 2
 EA0953
 EA0953.Superseded values are not recommended for survey control.
 EA0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0953.See file dsdata.txt to determine how the superseded data were derived.
 EA0953
 EA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD754482(NAD 83)
 EA0953_MARKER: DD = SURVEY DISK
 EA0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0953_STAMPING: 2 LB 14 1971
 EA0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0953+STABILITY: SURFACE MOTION
 EA0953
 EA0953  HISTORY     - Date     Condition        Report By
 EA0953  HISTORY     - 1971     MONUMENTED       NCGS
 EA0953  HISTORY     - 1974     GOOD             NCGS
 EA0953
 EA0953                          STATION DESCRIPTION
 EA0953
 EA0953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0953'1.2 MI W FROM JACKSONVILLE.
 EA0953'TO REACH STATION FROM THE JACKSONVILLE CITY HALL, PROCEED WEST ALONG
 EA0953'US 17 (MARINE BOULEVARD) FOR 1.7 MILES TO THE INTERSECTION OF US 17
 EA0953'AND US 258 AND STATION ON RIGHT ACROSS HIGHWAY FROM AN AMOCO SERVICE
 EA0953'STATION.  26.8 FT. NORTH OF C/L OF US 258, 22.7 FT. WEST OF AN AIRPORT
 EA0953'SIGN POST WITH ALUMINUM REF. TAG, 98.5 FT. EAST OF A PP WITH ALUMINUM
 EA0953'REF. TAG, 18.7 FT. EAST OF A 10 IN. PECAN, AND 2.5 FT. SOUTH OF A 3
 EA0953'IN. METAL CYLINDER WHICH PROJECTS 24 INCHES.  DISK IS SET IN TOP OF
 EA0953'CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0958 ***********************************************************************
 EA0958  DESIGNATION -  2 LB 4
 EA0958  PID         -  EA0958
 EA0958  STATE/COUNTY-  NC/ONSLOW
 EA0958  USGS QUAD   -  CATHERINE LAKE (1980)
 EA0958
 EA0958                         *CURRENT SURVEY CONTROL
 EA0958  ___________________________________________________________________
 EA0958* NAD 83(1986)-  34 51 34.     (N)    077 32 42.     (W)     SCALED    
 EA0958* NAVD 88     -        13.475  (meters)      44.21   (feet)  ADJUSTED  
 EA0958  ___________________________________________________________________
 EA0958  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 EA0958  DYNAMIC HT  -          13.462 (meters)      44.17  (feet)  COMP
 EA0958  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 EA0958
 EA0958  VERT ORDER  -  SECOND    CLASS II
 EA0958
 EA0958.The horizontal coordinates were scaled from a topographic map and have
 EA0958.an estimated accuracy of +/- 6 seconds.
 EA0958
 EA0958.The orthometric height was determined by differential leveling
 EA0958.and adjusted in June 1991.
 EA0958
 EA0958.The geoid height was determined by GEOID03.
 EA0958
 EA0958.The dynamic height is computed by dividing the NAVD 88
 EA0958.geopotential number by the normal gravity value computed on the
 EA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0958.degrees latitude (g = 980.6199 gals.).
 EA0958
 EA0958.The modeled gravity was interpolated from observed gravity values.
 EA0958
 EA0958;                    North         East    Units  Estimated Accuracy
 EA0958;SPC NC       -   124,050.      742,630.      MT  (+/- 180 meters Scaled)
 EA0958
 EA0958                          SUPERSEDED SURVEY CONTROL
 EA0958
 EA0958  NGVD 29 (??/??/92)   13.800  (m)           45.28   (f) ADJ UNCH    2 2
 EA0958
 EA0958.Superseded values are not recommended for survey control.
 EA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0958.See file dsdata.txt to determine how the superseded data were derived.
 EA0958
 EA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD673604(NAD 83)
 EA0958_MARKER: DD = SURVEY DISK
 EA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0958_STAMPING: 2 LB 4 1971
 EA0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0958+STABILITY: SURFACE MOTION
 EA0958
 EA0958  HISTORY     - Date     Condition        Report By
 EA0958  HISTORY     - 1971     MONUMENTED       NCGS
 EA0958  HISTORY     - 1974     GOOD             NCGS
 EA0958
 EA0958                          STATION DESCRIPTION
 EA0958
 EA0958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0958'2.8 MI S FROM RICHLANDS.
 EA0958'2 LB 4 IS LOCATED APPROXIMATELY 10.0 MILES NW OF JACKSONVILLE.  TO
 EA0958'REACH STATION FROM INTERSECTION OF US 258 WITH SR 1003 IN SOUTH
 EA0958'SECTION OF RICHLANDS, PROCEED SOUTHERLY ALONG US 258 FOR 2.5 MILES TO
 EA0958'STATION ON RIGHT, 0.65 MILES SOUTH OF INTERSECTION WITH SR 1229. 47.0
 EA0958'FT. SW OF C/L US 258, 58.5 FT. SOUTH OF NCGS STATION HUFFMAN, 8.7 FT.
 EA0958'EAST OF A CHINABERRY TREE WITH ALUMINUM REF. TAG, AND 5.6 FT. NORTH OF
 EA0958'A MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EA0958'CYLINDER PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0957 ***********************************************************************
 EA0957  DESIGNATION -  2 LB 5
 EA0957  PID         -  EA0957
 EA0957  STATE/COUNTY-  NC/ONSLOW
 EA0957  USGS QUAD   -  CATHERINE LAKE (1980)
 EA0957
 EA0957                         *CURRENT SURVEY CONTROL
 EA0957  ___________________________________________________________________
 EA0957* NAD 83(1986)-  34 51 11.     (N)    077 32 24.     (W)     SCALED    
 EA0957* NAVD 88     -        11.911  (meters)      39.08   (feet)  ADJUSTED  
 EA0957  ___________________________________________________________________
 EA0957  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 EA0957  DYNAMIC HT  -          11.900 (meters)      39.04  (feet)  COMP
 EA0957  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 EA0957
 EA0957  VERT ORDER  -  SECOND    CLASS II
 EA0957
 EA0957.The horizontal coordinates were scaled from a topographic map and have
 EA0957.an estimated accuracy of +/- 6 seconds.
 EA0957
 EA0957.The orthometric height was determined by differential leveling
 EA0957.and adjusted in June 1991.
 EA0957
 EA0957.The geoid height was determined by GEOID03.
 EA0957
 EA0957.The dynamic height is computed by dividing the NAVD 88
 EA0957.geopotential number by the normal gravity value computed on the
 EA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0957.degrees latitude (g = 980.6199 gals.).
 EA0957
 EA0957.The modeled gravity was interpolated from observed gravity values.
 EA0957
 EA0957;                    North         East    Units  Estimated Accuracy
 EA0957;SPC NC       -   123,340.      743,100.      MT  (+/- 180 meters Scaled)
 EA0957
 EA0957                          SUPERSEDED SURVEY CONTROL
 EA0957
 EA0957  NGVD 29 (??/??/92)   12.236  (m)           40.14   (f) ADJ UNCH    2 2
 EA0957
 EA0957.Superseded values are not recommended for survey control.
 EA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0957.See file dsdata.txt to determine how the superseded data were derived.
 EA0957
 EA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD677596(NAD 83)
 EA0957_MARKER: DD = SURVEY DISK
 EA0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0957_STAMPING: 2 LB 5 1971
 EA0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0957+STABILITY: SURFACE MOTION
 EA0957
 EA0957  HISTORY     - Date     Condition        Report By
 EA0957  HISTORY     - 1971     MONUMENTED       NCGS
 EA0957  HISTORY     - 1974     GOOD             NCGS
 EA0957
 EA0957                          STATION DESCRIPTION
 EA0957
 EA0957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0957'3.4 MI S FROM RICHLANDS.
 EA0957'2 LB 5 IS LOCATED APPROXIMATELY 9.2 MILES NW OF JACKSONVILLE.  TO
 EA0957'REACH STATION FROM INTERSECTION OF US 258 WITH SR 1003 IN SOUTH
 EA0957'SECTION OF RICHLANDS, PROCEED SOUTHERLY ALONG US 258 FOR 3.1 MILES TO
 EA0957'STATION ON LEFT, 0.45 MILE NORTH OF INTERSECTION WITH SR 1227.  54.0
 EA0957'FT. EAST OF C/L US 258, 15.0 FT. SOUTH OF C/L DRIVEWAY, 157.0 FT.
 EA0957'SOUTH OF NCGS STATION GREG, AND 2.5 WEST OF A PP WITH ALUMINUM REF.
 EA0957'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER PROJECTING 3 INCHES
 EA0957'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0956 ***********************************************************************
 EA0956  DESIGNATION -  2 LB 7
 EA0956  PID         -  EA0956
 EA0956  STATE/COUNTY-  NC/ONSLOW
 EA0956  USGS QUAD   -  CATHERINE LAKE (1980)
 EA0956
 EA0956                         *CURRENT SURVEY CONTROL
 EA0956  ___________________________________________________________________
 EA0956* NAD 83(1986)-  34 49 04.     (N)    077 31 01.     (W)     SCALED    
 EA0956* NAVD 88     -        14.248  (meters)      46.75   (feet)  ADJUSTED  
 EA0956  ___________________________________________________________________
 EA0956  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 EA0956  DYNAMIC HT  -          14.235 (meters)      46.70  (feet)  COMP
 EA0956  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 EA0956
 EA0956  VERT ORDER  -  SECOND    CLASS II
 EA0956
 EA0956.The horizontal coordinates were scaled from a topographic map and have
 EA0956.an estimated accuracy of +/- 6 seconds.
 EA0956
 EA0956.The orthometric height was determined by differential leveling
 EA0956.and adjusted in June 1991.
 EA0956
 EA0956.The geoid height was determined by GEOID03.
 EA0956
 EA0956.The dynamic height is computed by dividing the NAVD 88
 EA0956.geopotential number by the normal gravity value computed on the
 EA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0956.degrees latitude (g = 980.6199 gals.).
 EA0956
 EA0956.The modeled gravity was interpolated from observed gravity values.
 EA0956
 EA0956;                    North         East    Units  Estimated Accuracy
 EA0956;SPC NC       -   119,460.      745,270.      MT  (+/- 180 meters Scaled)
 EA0956
 EA0956                          SUPERSEDED SURVEY CONTROL
 EA0956
 EA0956  NGVD 29 (??/??/92)   14.572  (m)           47.81   (f) ADJ UNCH    2 2
 EA0956
 EA0956.Superseded values are not recommended for survey control.
 EA0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0956.See file dsdata.txt to determine how the superseded data were derived.
 EA0956
 EA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD697557(NAD 83)
 EA0956_MARKER: DD = SURVEY DISK
 EA0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0956_STAMPING: 2 LB 7 1971
 EA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0956+STABILITY: SURFACE MOTION
 EA0956
 EA0956  HISTORY     - Date     Condition        Report By
 EA0956  HISTORY     - 1971     MONUMENTED       NCGS
 EA0956  HISTORY     - 1974     GOOD             NCGS
 EA0956
 EA0956                          STATION DESCRIPTION
 EA0956
 EA0956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0956'5.9 MI S FROM RICHLANDS.
 EA0956'2 LB 7 IS LOCATED APPROXIMATELY 6.7 MILES NW OF JACKSONVILLE.  TO
 EA0956'REACH STATION FROM INTERSECTION OF US 258 AND NC 53 WEST OF
 EA0956'JACKSONVILLE, PROCEED WESTERLY ALONG US 258 FOR 5.5 MILES TO STATION
 EA0956'ON LEFT, 0.3 MILE NORTH OF INTERSECTION WITH SR 1001 LEADING TO
 EA0956'CATHERINE LAKE.  34.3 FT. WEST OF C/L US 258, 31.5 FT. EAST OF A 12
 EA0956'IN. PINE WITH ALUMINUM REF. TAG, 51.5 FT. SE OF A PP WITH ALUMINUM
 EA0956'REF. TAG, AND 32.3 FT. ENE OF A 10 IN. PINE.  DISK IS SET IN TOP OF
 EA0956'CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0955 ***********************************************************************
 EA0955  DESIGNATION -  2 LB 9
 EA0955  PID         -  EA0955
 EA0955  STATE/COUNTY-  NC/ONSLOW
 EA0955  USGS QUAD   -  CATHERINE LAKE (1980)
 EA0955
 EA0955                         *CURRENT SURVEY CONTROL
 EA0955  ___________________________________________________________________
 EA0955* NAD 83(1986)-  34 47 37.     (N)    077 30 05.     (W)     SCALED    
 EA0955* NAVD 88     -        13.463  (meters)      44.17   (feet)  ADJUSTED  
 EA0955  ___________________________________________________________________
 EA0955  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 EA0955  DYNAMIC HT  -          13.451 (meters)      44.13  (feet)  COMP
 EA0955  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 EA0955
 EA0955  VERT ORDER  -  SECOND    CLASS II
 EA0955
 EA0955.The horizontal coordinates were scaled from a topographic map and have
 EA0955.an estimated accuracy of +/- 6 seconds.
 EA0955
 EA0955.The orthometric height was determined by differential leveling
 EA0955.and adjusted in June 1991.
 EA0955
 EA0955.The geoid height was determined by GEOID03.
 EA0955
 EA0955.The dynamic height is computed by dividing the NAVD 88
 EA0955.geopotential number by the normal gravity value computed on the
 EA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0955.degrees latitude (g = 980.6199 gals.).
 EA0955
 EA0955.The modeled gravity was interpolated from observed gravity values.
 EA0955
 EA0955;                    North         East    Units  Estimated Accuracy
 EA0955;SPC NC       -   116,800.      746,730.      MT  (+/- 180 meters Scaled)
 EA0955
 EA0955                          SUPERSEDED SURVEY CONTROL
 EA0955
 EA0955  NGVD 29 (??/??/92)   13.787  (m)           45.23   (f) ADJ UNCH    2 2
 EA0955
 EA0955.Superseded values are not recommended for survey control.
 EA0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0955.See file dsdata.txt to determine how the superseded data were derived.
 EA0955
 EA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD711530(NAD 83)
 EA0955_MARKER: DD = SURVEY DISK
 EA0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0955_STAMPING: 2 LB 9 1971
 EA0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0955+STABILITY: SURFACE MOTION
 EA0955
 EA0955  HISTORY     - Date     Condition        Report By
 EA0955  HISTORY     - 1971     MONUMENTED       NCGS
 EA0955  HISTORY     - 1974     GOOD             NCGS
 EA0955
 EA0955                          STATION DESCRIPTION
 EA0955
 EA0955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0955'5.1 MI NW FROM JACKSONVILLE.
 EA0955'TO REACH STATION FROM INTERSECTION OF US 258 AND NC 53 WEST OF
 EA0955'JACKSONVILLE, PROCEED WESTERLY ALONG US 258 FOR 3.7 MILES TO STATION
 EA0955'ON RIGHT NEAR A BRICK WATER PUMPING STATION.  0.4 MILE SOUTH OF
 EA0955'INTERSECTION WITH SR 1226.  49.2 FT. EAST OF C/L OF US 258, 15.0 FT.
 EA0955'NORTH OF C/L ENTRANCE DRIVE TO PUMPING STATION, 14.8 FT. NW OF NORTH
 EA0955'GATE POST, AND 79.1 FT. SOUTH OF PP WITH ALUMINUM REF. TAG.  DISK IS
 EA0955'SET IN TOP OF CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4194 ***********************************************************************
 AH4194  DESIGNATION -  2 LLB
 AH4194  PID         -  AH4194
 AH4194  STATE/COUNTY-  NC/SURRY
 AH4194  USGS QUAD   -  CUMBERLAND KNOB (1977)
 AH4194
 AH4194                         *CURRENT SURVEY CONTROL
 AH4194  ___________________________________________________________________
 AH4194* NAD 83(2007)-  36 32 38.77758(N)    080 52 49.17646(W)     ADJUSTED  
 AH4194* NAVD 88     -       486.10   (+/-2cm)    1594.8    (feet)  VERTCON   
 AH4194  ___________________________________________________________________
 AH4194  EPOCH DATE  -        2002.00
 AH4194  X           -     813,192.135 (meters)                     COMP
 AH4194  Y           -  -5,065,789.473 (meters)                     COMP
 AH4194  Z           -   3,777,137.831 (meters)                     COMP
 AH4194  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 AH4194  ELLIP HEIGHT-         453.643 (meters)          (02/10/07) ADJUSTED
 AH4194  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 AH4194
 AH4194  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4194  Type    PID    Designation                      North   East  Ellip
 AH4194  -------------------------------------------------------------------
 AH4194  NETWORK AH4194 2 LLB                             0.49   0.43   1.12
 AH4194  -------------------------------------------------------------------
 AH4194  VERT ORDER  -  THIRD (See Below)
 AH4194
 AH4194.The horizontal coordinates were established by GPS observations
 AH4194.and adjusted by the National Geodetic Survey in February 2007.
 AH4194
 AH4194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4194.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4194.The horizontal coordinates are valid at the epoch date displayed above.
 AH4194.The epoch date for horizontal control is a decimal equivalence
 AH4194.of Year/Month/Day.
 AH4194
 AH4194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4194.The vertical order pertains to the NGVD 29 superseded value.
 AH4194
 AH4194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4194
 AH4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4194
 AH4194.The ellipsoidal height was determined by GPS observations
 AH4194.and is referenced to NAD 83.
 AH4194
 AH4194.The geoid height was determined by GEOID03.
 AH4194
 AH4194;                    North         East     Units Scale Factor Converg.
 AH4194;SPC NC       -   311,573.604   441,224.909   MT  1.00012724   -1 05 07.0
 AH4194;SPC NC       - 1,022,221.07  1,447,585.39   sFT  1.00012724   -1 05 07.0
 AH4194;UTM  17      - 4,044,307.047   510,711.286   MT  0.99960141   +0 04 16.5
 AH4194
 AH4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4194!SPC NC       -   0.99992881  x   1.00012724  =   1.00005604
 AH4194!UTM  17      -   0.99992881  x   0.99960141  =   0.99953025
 AH4194
 AH4194                          SUPERSEDED SURVEY CONTROL
 AH4194
 AH4194  NAD 83(2001)-  36 32 38.77811(N)    080 52 49.17634(W) AD(       ) 1
 AH4194  ELLIP H (03/13/03)  453.618  (m)                       GP(       ) 4 2
 AH4194  NAD 83(1986)-  36 32 38.78577(N)    080 52 49.18279(W) AD(       ) 1
 AH4194  NGVD 29 (10/14/98)  486.24   (m)         1595.3    (f) LEVELING    3  
 AH4194
 AH4194.Superseded values are not recommended for survey control.
 AH4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4194.See file dsdata.txt to determine how the superseded data were derived.
 AH4194
 AH4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1071144307(NAD 83)
 AH4194_MARKER: DB = BENCH MARK DISK
 AH4194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH4194_SP_SET: SET IN SIGN BASE
 AH4194_STAMPING: 2 LLB 1963
 AH4194_MARK LOGO: USGS  
 AH4194_PROJECTION: FLUSH
 AH4194_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4194+STABILITY: SURFACE MOTION
 AH4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4194+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1995
 AH4194
 AH4194  HISTORY     - Date     Condition        Report By
 AH4194  HISTORY     - 1963     MONUMENTED       NCGS
 AH4194  HISTORY     - 19950222 GOOD             NCGS
 AH4194  HISTORY     - 20050509 GOOD             GEOCAC
 AH4194
 AH4194                          STATION DESCRIPTION
 AH4194
 AH4194'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4194'FOUND GOOD NEW DESCRIPTION FOLLOWS. STATION IS LOCATED AT THE H AND M
 AH4194'CAFE. ALONG NC 89 FOR 2.5 MI (4.0 KM) SOUTHEAST FROM NC 18 SOUTH NEAR
 AH4194'THE NC/VA STATE LINE, TO SR 1452-TURNEY ROAD AND STATION 100 FEET
 AH4194'(30.5 M) SOUTH-SOUTHWEST IN OLD SIGN BASE. LOCATED 52.0 FT (15.8 M)
 AH4194'WEST OF THE CENTERLINE OF HIGHWAY 89, 113.0 FT (34.4 M) NORTHWEST OF
 AH4194'THE INTERSECTION OF OLD HIGHWAY 89, 100.0 FT (30.5 M) SOUTH-SOUTHWEST
 AH4194'OF THE INTERSECTION OF SR 1452, 38.8 FT (11.8 M) EAST OF THE NORTHEAST
 AH4194'CORNER AND 79.7 FT (24.3 M) NORTH OF THE SOUTHEAST CORNER OF CAFE AND
 AH4194'7.7 FT (2.3 M) SOUTH OF A LIGHT POLE WITH REFERENCE TAG.
 AH4194
 AH4194                          STATION RECOVERY (2005)
 AH4194
 AH4194'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 AH4194'RECOVERED IN GOOD CONDITION. NOTED CHANGES--
 AH4194' 
 AH4194'MARK IS A U.S. DEPT. OF THE INTERIOR GEOLOGICAL SURVEY DISC STAMPED 2
 AH4194'LLB 1963, ELEV. 1595 FEET.
 AH4194' 
 AH4194'THE ORIGINAL H AND M CAFE (CLOSED) WAS A WHITE CINDER BLOCK BUILDING
 AH4194'WHICH HAS BEEN ENLARGED WITH A COMBINATION WOOD/METAL WAREHOUSE
 AH4194'STRUCTURE TO ACCOMODATE TARHEEL CONVERTER CORE WHICH IS THE CURRENT
 AH4194'BUSINESS OCCUPYING THE PROPERTY AT 9699 NC HIGHWAY 89. MEASUREMENTS
 AH4194'WERE NOT MADE FROM THE ENLARGED BULDING. THE LIGHT POLE WITH REFERENCE
 AH4194'TAG IS STILL PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2311 ***********************************************************************
 EY2311  DESIGNATION -  2 MAX
 EY2311  PID         -  EY2311
 EY2311  STATE/COUNTY-  NC/CRAVEN
 EY2311  USGS QUAD   -  ASKIN (1983)
 EY2311
 EY2311                         *CURRENT SURVEY CONTROL
 EY2311  ___________________________________________________________________
 EY2311* NAD 83(2001)-  35 07 44.07931(N)    077 01 33.01019(W)     ADJUSTED  
 EY2311* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 EY2311  ___________________________________________________________________
 EY2311  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EY2311  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EY2311  HORZ ORDER  -  THIRD
 EY2311
 EY2311.The horizontal coordinates were established by classical geodetic methods
 EY2311.and adjusted by the National Geodetic Survey in August 2005.
 EY2311
 EY2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2311
 EY2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2311
 EY2311.The geoid height was determined by GEOID03.
 EY2311
 EY2311;                    North         East     Units Scale Factor Converg.
 EY2311;SPC NC       -   154,751.376   789,501.555   MT  0.99987488   +1 08 21.9
 EY2311;SPC NC       -   507,713.47  2,590,223.02   sFT  0.99987488   +1 08 21.9
 EY2311;UTM  18      - 3,889,217.118   315,416.386   MT  1.00001992   -1 09 57.7
 EY2311
 EY2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2311!SPC NC       -   1.00000534  x   0.99987488  =   0.99988022
 EY2311!UTM  18      -   1.00000534  x   1.00001992  =   1.00002526
 EY2311
 EY2311:                Primary Azimuth Mark                     Grid Az
 EY2311:SPC NC       -  NEW BERN WCTI TV MAST                    279 29 54.5
 EY2311:UTM  18      -  NEW BERN WCTI TV MAST                    281 48 14.1
 EY2311
 EY2311|---------------------------------------------------------------------|
 EY2311| PID    Reference Object                     Distance      Geod. Az  |
 EY2311|                                                           dddmmss.s |
 EY2311| EY2300 NEW BERN WCTI TV MAST               APPROX. 3.5 KM 2803816.4 |
 EY2311| EY2313 PIPKIN 17                           APPROX. 0.7 KM 3531337.8 |
 EY2311|---------------------------------------------------------------------|
 EY2311
 EY2311                          SUPERSEDED SURVEY CONTROL
 EY2311
 EY2311  NAD 83(1986)-  35 07 44.08950(N)    077 01 33.01679(W) AD(       ) 3
 EY2311  NAD 27      -  35 07 43.50615(N)    077 01 34.20180(W) AD(       ) 3
 EY2311  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG    3  
 EY2311
 EY2311.Superseded values are not recommended for survey control.
 EY2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2311.See file dsdata.txt to determine how the superseded data were derived.
 EY2311
 EY2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1541689217(NAD 83)
 EY2311_MARKER: DD = SURVEY DISK
 EY2311_SETTING: 0 = UNSPECIFIED SETTING
 EY2311_STAMPING: ET 2 MAX 1964
 EY2311_MARK LOGO: USGS  
 EY2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY2311
 EY2311  HISTORY     - Date     Condition        Report By
 EY2311  HISTORY     - 1964     MONUMENTED       USGS
 EY2311
 EY2311                          STATION DESCRIPTION
 EY2311
 EY2311'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY2311'BRIDGETON, 0.8 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 17, AT
 EY2311'JUNCTION OF HIGHWAY 17 AND MAIN RD. THROUGH DOWNTOWN BRIDGETON, IN
 EY2311'MIDDLE OF LARGE TRAFFIC ISLAND, 84.5 FT S. OF N. TIP OF GRASSY
 EY2311'TRIANGLE, 42 FT W. OF CENTERLINE OF U. S. HIGHWAY 17, 37 FT E. OF
 EY2311'PAVED RD., IN CONCRETE POST PROJECTING 2 IN., STANDARD USGS TABLET
 EY2311'STAMPED---ET 2 MAX 1964---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3810 ***********************************************************************
 AI3810  DESIGNATION -  2 MEA
 AI3810  PID         -  AI3810
 AI3810  STATE/COUNTY-  NC/GRANVILLE
 AI3810  USGS QUAD   -  SATTERWHITE (1981)
 AI3810
 AI3810                         *CURRENT SURVEY CONTROL
 AI3810  ___________________________________________________________________
 AI3810* NAD 83(2001)-  36 29 33.69582(N)    078 44 38.19466(W)     ADJUSTED  
 AI3810* NAVD 88     -       142.13   (+/-2cm)     466.3    (feet)  VERTCON   
 AI3810  ___________________________________________________________________
 AI3810  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AI3810  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AI3810  HORZ ORDER  -  SECOND
 AI3810  VERT ORDER  -  THIRD ? (See Below)
 AI3810
 AI3810.The horizontal coordinates were established by classical geodetic methods
 AI3810.and adjusted by the National Geodetic Survey in August 2005.
 AI3810
 AI3810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3810.The vertical order pertains to the NGVD 29 superseded value.
 AI3810
 AI3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3810
 AI3810.The geoid height was determined by GEOID03.
 AI3810
 AI3810;                    North         East     Units Scale Factor Converg.
 AI3810;SPC NC       -   304,302.753   632,546.244   MT  1.00010733   +0 08 52.0
 AI3810;SPC NC       -   998,366.62  2,075,278.80   sFT  1.00010733   +0 08 52.0
 AI3810;UTM  17      - 4,040,964.358   702,076.183   MT  1.00010313   +1 20 31.8
 AI3810
 AI3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3810!SPC NC       -   0.99998261  x   1.00010733  =   1.00008993
 AI3810!UTM  17      -   0.99998261  x   1.00010313  =   1.00008573
 AI3810
 AI3810                          SUPERSEDED SURVEY CONTROL
 AI3810
 AI3810  NAD 83(1986)-  36 29 33.69879(N)    078 44 38.20153(W) AD(       ) 2
 AI3810  NGVD 29 (03/10/00)  142.40   (m)          467.2    (f) LEVELING    3  
 AI3810
 AI3810.Superseded values are not recommended for survey control.
 AI3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3810.See file dsdata.txt to determine how the superseded data were derived.
 AI3810
 AI3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0207640964(NAD 83)
 AI3810_MARKER: DB = BENCH MARK DISK
 AI3810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3810_SP_SET: CONCRETE HEADWALL OF CULVERT
 AI3810_STAMPING: 2 MEA 1977 467
 AI3810_MARK LOGO: USGS  
 AI3810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3810+STABILITY: SURFACE MOTION
 AI3810
 AI3810  HISTORY     - Date     Condition        Report By
 AI3810  HISTORY     - 1977     MONUMENTED       USGS
 AI3810  HISTORY     - 19840501 GOOD             NCGS
 AI3810
 AI3810                          STATION DESCRIPTION
 AI3810
 AI3810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3810'STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) SOUTHEAST OF VIRGILINA, VA.
 AI3810'ALONG NC 96, AT SR 1404, IN THE HEADWALL OF THE CULVERT. MARK IS 2 FT
 AI3810'LOWER THAN THE HIGHWAY.  LOCATED 4.6 M (15.1 FT) WEST OF THE
 AI3810'CENTERLINE OF THE HIGHWAY, 27.4 M (89.9 FT) SOUTH OF THE CENTERLINE
 AI3810'INTERSECTION OF THE ROAD AND HIGHWAY, AND 117 M (384 FT) SOUTH OF NCGS
 AI3810'STATION--AMIS 1984--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2153 ***********************************************************************
 FY2153  DESIGNATION -  2 PHT
 FY2153  PID         -  FY2153
 FY2153  STATE/COUNTY-  NC/CASWELL
 FY2153  USGS QUAD   -  YANCEYVILLE (1994)
 FY2153
 FY2153                         *CURRENT SURVEY CONTROL
 FY2153  ___________________________________________________________________
 FY2153* NAD 83(2001)-  36 22 40.74477(N)    079 15 18.79270(W)     ADJUSTED  
 FY2153* NAVD 88     -       194.654  (meters)     638.63   (feet)  ADJUSTED  
 FY2153  ___________________________________________________________________
 FY2153  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FY2153  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FY2153  DYNAMIC HT  -         194.500 (meters)     638.12  (feet)  COMP
 FY2153  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 FY2153
 FY2153  HORZ ORDER  -  SECOND
 FY2153  VERT ORDER  -  SECOND    CLASS II
 FY2153
 FY2153.The horizontal coordinates were established by classical geodetic methods
 FY2153.and adjusted by the National Geodetic Survey in August 2005.
 FY2153
 FY2153.The orthometric height was determined by differential leveling
 FY2153.and adjusted in June 1991.
 FY2153
 FY2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2153
 FY2153.The geoid height was determined by GEOID03.
 FY2153
 FY2153.The dynamic height is computed by dividing the NAVD 88
 FY2153.geopotential number by the normal gravity value computed on the
 FY2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2153.degrees latitude (g = 980.6199 gals.).
 FY2153
 FY2153.The modeled gravity was interpolated from observed gravity values.
 FY2153
 FY2153;                    North         East     Units Scale Factor Converg.
 FY2153;SPC NC       -   291,572.622   586,698.456   MT  1.00006584   -0 08 50.3
 FY2153;SPC NC       -   956,601.18  1,924,859.85   sFT  1.00006584   -0 08 50.3
 FY2153;UTM  17      - 4,027,287.422   656,506.255   MT  0.99990179   +1 02 06.2
 FY2153
 FY2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2153!SPC NC       -   0.99997432  x   1.00006584  =   1.00004016
 FY2153!UTM  17      -   0.99997432  x   0.99990179  =   0.99987611
 FY2153
 FY2153                          SUPERSEDED SURVEY CONTROL
 FY2153
 FY2153  NAD 83(1993)-  36 22 40.74595(N)    079 15 18.79590(W) AD(       ) 2
 FY2153  NAD 83(1986)-  36 22 40.74934(N)    079 15 18.79891(W) AD(       ) 2
 FY2153  NGVD 29 (03/05/92)  194.881  (m)          639.37   (f) ADJUSTED    2 2
 FY2153
 FY2153.Superseded values are not recommended for survey control.
 FY2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2153.See file dsdata.txt to determine how the superseded data were derived.
 FY2153
 FY2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5650627287(NAD 83)
 FY2153_MARKER: DE = TRAVERSE STATION DISK
 FY2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2153_SP_SET: CONCRETE POST
 FY2153_STAMPING: ET 2 PHT 1964
 FY2153_MARK LOGO: USGS  
 FY2153_PROJECTION: FLUSH
 FY2153_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2153+STABILITY: SURFACE MOTION
 FY2153
 FY2153  HISTORY     - Date     Condition        Report By
 FY2153  HISTORY     - 1964     MONUMENTED       USGS
 FY2153  HISTORY     - 1982     GOOD             NCGS
 FY2153
 FY2153                          STATION DESCRIPTION
 FY2153
 FY2153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2153'4.9 MI ESE FROM YANCEYVILLE.
 FY2153'SOUTHEAST ALONG NC 86 FOR 1.1 MILES, FROM THE INTERSECTION WITH
 FY2153'US 158 IN PLEASANT GROVE COMMUNITY, TO INTERSECTION WITH DIRT ROAD
 FY2153'LEADING EAST, THENCE EAST ALONG DIRT ROAD FOR 0.35 MILE TO STATION
 FY2153'AT WEST SIDE OF WESTERNMOST TOBACCO BARN, 20.8 FEET SOUTH OF
 FY2153'CENTERLINE OF FARM ROAD, 5.2 FEET WEST-NORTHWEST OF WITNESS POST,
 FY2153'10.7 FEET NORTHWEST OF SOUTHWEST CORNER OF BARN AND 15.0 FEET
 FY2153'SOUTHWEST OF NORTHWEST CORNER OF BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0257 ***********************************************************************
 FZ0257  DESIGNATION -  2 WSM
 FZ0257  PID         -  FZ0257
 FZ0257  STATE/COUNTY-  NC/FORSYTH
 FZ0257  USGS QUAD   -  RURAL HALL (1994)
 FZ0257
 FZ0257                         *CURRENT SURVEY CONTROL
 FZ0257  ___________________________________________________________________
 FZ0257* NAD 83(1986)-  36 11 59.     (N)    080 18 50.     (W)     SCALED    
 FZ0257* NAVD 88     -       292.219  (meters)     958.72   (feet)  ADJUSTED  
 FZ0257  ___________________________________________________________________
 FZ0257  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 FZ0257  DYNAMIC HT  -         291.947 (meters)     957.83  (feet)  COMP
 FZ0257  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 FZ0257
 FZ0257  VERT ORDER  -  SECOND    CLASS 0
 FZ0257
 FZ0257.The horizontal coordinates were scaled from a topographic map and have
 FZ0257.an estimated accuracy of +/- 6 seconds.
 FZ0257
 FZ0257.The orthometric height was determined by differential leveling
 FZ0257.and adjusted in June 1991.
 FZ0257
 FZ0257.The geoid height was determined by GEOID03.
 FZ0257
 FZ0257.The dynamic height is computed by dividing the NAVD 88
 FZ0257.geopotential number by the normal gravity value computed on the
 FZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0257.degrees latitude (g = 980.6199 gals.).
 FZ0257
 FZ0257.The modeled gravity was interpolated from observed gravity values.
 FZ0257
 FZ0257;                    North         East    Units  Estimated Accuracy
 FZ0257;SPC NC       -   272,540.      491,440.      MT  (+/- 180 meters Scaled)
 FZ0257
 FZ0257                          SUPERSEDED SURVEY CONTROL
 FZ0257
 FZ0257  NGVD 29 (??/??/92)  292.402  (m)          959.32   (f) ADJ UNCH    2 0
 FZ0257
 FZ0257.Superseded values are not recommended for survey control.
 FZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0257.See file dsdata.txt to determine how the superseded data were derived.
 FZ0257
 FZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA616063(NAD 83)
 FZ0257_MARKER: DD = SURVEY DISK
 FZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0257_STAMPING: 2 WSM 1950
 FZ0257_MARK LOGO: USGS  
 FZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0257+STABILITY: SURFACE MOTION
 FZ0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0257+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 FZ0257
 FZ0257  HISTORY     - Date     Condition        Report By
 FZ0257  HISTORY     - 1950     MONUMENTED       USGS
 FZ0257  HISTORY     - 1972     GOOD             NCGS
 FZ0257  HISTORY     - 19960505 GOOD             USPSQD
 FZ0257  HISTORY     - 20010929 GOOD             USPSQD
 FZ0257  HISTORY     - 20041002 GOOD             USPSQD
 FZ0257  HISTORY     - 20051111 GOOD             USPSQD
 FZ0257
 FZ0257                          STATION DESCRIPTION
 FZ0257
 FZ0257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0257'2 MI NE FROM BETHANIA.
 FZ0257'STATION IS LOCATED APPROXIMATELY 7.9 MILES NNW OF DOWNTOWN
 FZ0257'WINSTON-SALEM.  TO REACH STATION FROM THE INTERSECTION OF U.S. 52
 FZ0257'AND NC 65, PROCEED SW ALONG NC 65 FOR 0.95 MILE TO INTERSECTION
 FZ0257'WITH SR 1676, AND STATION IN THE SW QUADRANT, 1.95 MILE NE OF
 FZ0257'INTERSECTION WITH SR 1611 IN COMMUNITY OF BETHANIA, 30.0 FEET SE
 FZ0257'OF C/L OF NC 65, 47.5 FEET SW OF C/L OF SR 1676, 03.8 FEET SW OF
 FZ0257'PP XF84 WITH ALUMINUM REF. TAG, 81.5 FEET EAST OF (EAST END) OF
 FZ0257'CONCRETE CULVERT UNDER DRIVEWAY TO MOBILE HOME, AND 46.4 FEET NW
 FZ0257'OF CENTER OF WATER METER COVER.  DISK IS SET IN CONCRETE MONUMENT
 FZ0257'SET 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ0257
 FZ0257                          STATION RECOVERY (1996)
 FZ0257
 FZ0257'RECOVERY NOTE BY US POWER SQUADRON 1996
 FZ0257'RECOVERED IN GOOD CONDITION.
 FZ0257
 FZ0257                          STATION RECOVERY (2001)
 FZ0257
 FZ0257'RECOVERY NOTE BY US POWER SQUADRON 2001 (GL)
 FZ0257'RECOVERED AS DESCRIBED
 FZ0257
 FZ0257                          STATION RECOVERY (2004)
 FZ0257
 FZ0257'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FZ0257'RECOVERED IN GOOD CONDITION.
 FZ0257
 FZ0257                          STATION RECOVERY (2005)
 FZ0257
 FZ0257'RECOVERY NOTE BY US POWER SQUADRON 2005
 FZ0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9805 ***********************************************************************
 AG9805  DESIGNATION -  2 WSM
 AG9805  PID         -  AG9805
 AG9805  STATE/COUNTY-  NC/MOORE
 AG9805  USGS QUAD   -  HOFFMAN (1982)
 AG9805
 AG9805                         *CURRENT SURVEY CONTROL
 AG9805  ___________________________________________________________________
 AG9805* NAD 83(2001)-  35 05 11.88386(N)    079 33 54.17690(W)     ADJUSTED  
 AG9805* NAVD 88     -       120.20   (meters)     394.4    (feet)  LEVELING  
 AG9805  ___________________________________________________________________
 AG9805  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 AG9805  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AG9805  HORZ ORDER  -  SECOND
 AG9805  VERT ORDER  -  THIRD
 AG9805
 AG9805.The horizontal coordinates were established by classical geodetic methods
 AG9805.and adjusted by the National Geodetic Survey in August 2005.
 AG9805
 AG9805.The orthometric height was determined by differential leveling.
 AG9805.The vertical network tie was performed by a horz. field party for horz.
 AG9805.obs reductions. Reset procedures were used to establish the elevation.
 AG9805
 AG9805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9805
 AG9805.The geoid height was determined by GEOID03.
 AG9805
 AG9805;                    North         East     Units Scale Factor Converg.
 AG9805;SPC NC       -   148,419.447   558,079.975   MT  0.99987672   -0 19 34.1
 AG9805;SPC NC       -   486,939.47  1,830,967.38   sFT  0.99987672   -0 19 34.1
 AG9805;UTM  17      - 3,883,592.233   630,808.158   MT  0.99981088   +0 49 29.8
 AG9805
 AG9805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9805!SPC NC       -   0.99998608  x   0.99987672  =   0.99986281
 AG9805!UTM  17      -   0.99998608  x   0.99981088  =   0.99979697
 AG9805
 AG9805                          SUPERSEDED SURVEY CONTROL
 AG9805
 AG9805  NAD 83(1986)-  35 05 11.89197(N)    079 33 54.18260(W) AD(       ) 2
 AG9805
 AG9805.Superseded values are not recommended for survey control.
 AG9805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9805.See file dsdata.txt to determine how the superseded data were derived.
 AG9805
 AG9805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3080883592(NAD 83)
 AG9805_MARKER: DB = BENCH MARK DISK
 AG9805_SETTING: 0 = UNSPECIFIED SETTING
 AG9805_STAMPING: 2 WSM 1949 395 FT
 AG9805_MARK LOGO: USGS  
 AG9805_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9805+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1993
 AG9805
 AG9805  HISTORY     - Date     Condition        Report By
 AG9805  HISTORY     - 1949     MONUMENTED       USGS
 AG9805  HISTORY     - 19930324 GOOD             NCGS
 AG9805
 AG9805                          STATION DESCRIPTION
 AG9805
 AG9805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9805'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH-NORTHWEST OF HOFFMAN
 AG9805'(RICHMOND COUNTY) AND 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ABERDEEN.
 AG9805'ALONG SR 1004 (HOFFMAN ROAD) FOR 9.9 MI (15.9 KM) SOUTH FROM NC 211 TO
 AG9805'SR 1102 (THUNDER ROAD) OR 1.7 MI (2.7 KM) NORTHWEST OF RICHMOND/MOORE
 AG9805'COUNTY LINE, IN THE NORTHWEST QUADRANT OF CROSSROAD. MARK IS ABOUT
 AG9805'LEVEL WITH THE ROAD AND PROJECTS 2 INCHES ABOVE THE GROUND.  LOCATED
 AG9805'36.8 FT (11.2 M) WEST OF THE CENTERLINE OF SR 1004, 90.0 FT (27.4 M)
 AG9805'NORTH OF THE CENTERLINE OF THE CROSSROAD, 58.7 FT (17.9 M) NORTH
 AG9805'OF--NCGS STATION BIRD--AND 67.5 FT (20.6 M) NORTHWEST OF A POWER POLE
 AG9805'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2193 ***********************************************************************
 AI2193  DESIGNATION -  2 WSM
 AI2193  PID         -  AI2193
 AI2193  STATE/COUNTY-  NC/RICHMOND
 AI2193  USGS QUAD   -  ROCKINGHAM (1982)
 AI2193
 AI2193                         *CURRENT SURVEY CONTROL
 AI2193  ___________________________________________________________________
 AI2193* NAD 83(1986)-  34 52 53.     (N)    079 48 28.     (W)     SCALED    
 AI2193* NAVD 88     -        79.390  (meters)     260.47   (feet)  ADJUSTED  
 AI2193  ___________________________________________________________________
 AI2193  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AI2193  DYNAMIC HT  -          79.318 (meters)     260.23  (feet)  COMP
 AI2193  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 AI2193
 AI2193  VERT ORDER  -  SECOND    CLASS II
 AI2193
 AI2193.The horizontal coordinates were scaled from a topographic map and have
 AI2193.an estimated accuracy of +/- 6 seconds.
 AI2193
 AI2193.The orthometric height was determined by differential leveling
 AI2193.and adjusted in August 2000.
 AI2193.No vertical observational check was made to the station.
 AI2193
 AI2193.The geoid height was determined by GEOID03.
 AI2193
 AI2193.The dynamic height is computed by dividing the NAVD 88
 AI2193.geopotential number by the normal gravity value computed on the
 AI2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2193.degrees latitude (g = 980.6199 gals.).
 AI2193
 AI2193.The modeled gravity was interpolated from observed gravity values.
 AI2193
 AI2193;                    North         East    Units  Estimated Accuracy
 AI2193;SPC NC       -   125,810.      535,760.      MT  (+/- 180 meters Scaled)
 AI2193
 AI2193                          SUPERSEDED SURVEY CONTROL
 AI2193
 AI2193.No superseded survey control is available for this station.
 AI2193
 AI2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU089605(NAD 83)
 AI2193_MARKER: DB = BENCH MARK DISK
 AI2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2193_STAMPING: 2 WSM 1954
 AI2193_MARK LOGO: USGS  
 AI2193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2193+STABILITY: SURFACE MOTION
 AI2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2193+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 AI2193
 AI2193  HISTORY     - Date     Condition        Report By
 AI2193  HISTORY     - 1954     MONUMENTED       USGS
 AI2193  HISTORY     - 19980310 GOOD             NCGS
 AI2193
 AI2193                          STATION DESCRIPTION
 AI2193
 AI2193'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AI2193'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST-SOUTHWEST OF ROCKINGHAM
 AI2193'AND 6.1 MI (9.8 KM) WEST OF HAMLET. ALONG SR 1105 (HAMER MILL ROAD)
 AI2193'FOR 0.4 MI (0.6 KM) EAST FROM US-1 TO SR 1971 (SAND HILL ROAD), BESIDE
 AI2193'A LONE PINE. MARK IS ABOUT LEVEL WITH SR 1105 AND FLUSH WITH THE
 AI2193'GROUND. LOCATED 144.3 FT (44.0 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AI2193'SR 1971, 25.6 FT (7.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1105,
 AI2193'0.2 FT (6.1 CM) NORTH OF A METAL WITNESS POST--AND 3.0 FT (0.9 M)
 AI2193'EAST-SOUTHEAST OF A 22-INCH PINE AND 99.3 FT (30.3 M) WEST-NORTHWEST
 AI2193'OF A BRACE POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9775 ***********************************************************************
 AH9775  DESIGNATION -  2.93
 AH9775  PID         -  AH9775
 AH9775  STATE/COUNTY-  NC/DARE
 AH9775  USGS QUAD   -  OREGON INLET (1983)
 AH9775
 AH9775                         *CURRENT SURVEY CONTROL
 AH9775  ___________________________________________________________________
 AH9775* NAD 83(1986)-  35 47 47.     (N)    075 32 57.     (W)     SCALED    
 AH9775* NAVD 88     -         0.58   (meters)       1.9    (feet)  LEVELING  
 AH9775  ___________________________________________________________________
 AH9775  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 AH9775  VERT ORDER  -  THIRD
 AH9775
 AH9775.The horizontal coordinates were scaled from a topographic map and have
 AH9775.an estimated accuracy of +/- 6 seconds.
 AH9775
 AH9775.The orthometric height was determined by differential leveling.
 AH9775.The vertical network tie was performed by a horz. field party for horz.
 AH9775.obs reductions. Reset procedures were used to establish the elevation.
 AH9775
 AH9775.The geoid height was determined by GEOID03.
 AH9775
 AH9775;                    North         East    Units  Estimated Accuracy
 AH9775;SPC NC       -   232,430.      921,450.      MT  (+/- 180 meters Scaled)
 AH9775
 AH9775                          SUPERSEDED SURVEY CONTROL
 AH9775
 AH9775.No superseded survey control is available for this station.
 AH9775
 AH9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE503615(NAD 83)
 AH9775_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH9775_SP_SET: CONCRETE BOAT LAUNCHIN RAMP
 AH9775_STAMPING: 2.93
 AH9775_MARK LOGO: NPS   
 AH9775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9775+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 AH9775
 AH9775  HISTORY     - Date     Condition        Report By
 AH9775  HISTORY     - 1992     MONUMENTED       NCGS
 AH9775  HISTORY     - 19890111 GOOD             NCGS
 AH9775  HISTORY     - 20030821 GOOD             USPSQD
 AH9775  HISTORY     - 20061024 GOOD             GEOCAC
 AH9775
 AH9775                          STATION DESCRIPTION
 AH9775
 AH9775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (GWT)
 AH9775'THE STATION IS LOCATED AT OREGON INLET AT THE OREGON INLET MARINA IN
 AH9775'THE CONCRETE BOAT LAUNCHING RAMP AT THE FOURTH PIER. MARK IS LEVEL
 AH9775'WITH THE PARKING LOT .  0.46 M (1.51 FT) NORTH-NORTHWEST OF A WOODEN
 AH9775'PIER POST WITH A REFERENCE TAG, 18.35 M (60.20 FT) SOUTHWEST OF A
 AH9775'POWER POLE (E41) WITH NITE LITE AND REFERENCE TAG AND 12.25 M (40.19
 AH9775'FT) NORTHEAST OF A METAL DRAIN.
 AH9775
 AH9775                          STATION RECOVERY (2003)
 AH9775
 AH9775'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AH9775'RECOVERED IN GOOD CONDITION.
 AH9775
 AH9775                          STATION RECOVERY (2006)
 AH9775
 AH9775'RECOVERY NOTE BY GEOCACHING 2006 (RBC)
 AH9775'BOTTOM LEFT OF MARKER IS WORN DOWN.  ID STAMP IN GOOD SHAPE.  POSITION
 AH9775'IS 35*47.802N - 075*32.941W +- 16.0 FT.  PICTURE AVAILABLE UPON
 AH9775'REQUEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2205 ***********************************************************************
 EA2205  DESIGNATION -  20
 EA2205  PID         -  EA2205
 EA2205  STATE/COUNTY-  NC/CARTERET
 EA2205  USGS QUAD   -  SWANSBORO (1994)
 EA2205
 EA2205                         *CURRENT SURVEY CONTROL
 EA2205  ___________________________________________________________________
 EA2205* NAD 83(2001)-  34 40 23.75038(N)    077 05 01.10661(W)     ADJUSTED  
 EA2205* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2205  ___________________________________________________________________
 EA2205  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 EA2205  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA2205  HORZ ORDER  -  THIRD
 EA2205
 EA2205.The horizontal coordinates were established by classical geodetic methods
 EA2205.and adjusted by the National Geodetic Survey in August 2005.
 EA2205
 EA2205.The orthometric height was scaled from a topographic map.
 EA2205
 EA2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2205
 EA2205.The geoid height was determined by GEOID03.
 EA2205
 EA2205;                    North         East     Units Scale Factor Converg.
 EA2205;SPC NC       -   104,114.031   785,210.299   MT  0.99992321   +1 06 21.8
 EA2205;SPC NC       -   341,580.78  2,576,144.12   sFT  0.99992321   +1 06 21.8
 EA2205;UTM  18      - 3,838,785.546   309,096.676   MT  1.00004921   -1 11 08.6
 EA2205
 EA2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2205!SPC NC       -   1.00000573  x   0.99992321  =   0.99992894
 EA2205!UTM  18      -   1.00000573  x   1.00004921  =   1.00005494
 EA2205
 EA2205                          SUPERSEDED SURVEY CONTROL
 EA2205
 EA2205  NAD 83(1986)-  34 40 23.76262(N)    077 05 01.11781(W) AD(       ) 3
 EA2205  NAD 27      -  34 40 23.17900(N)    077 05 02.30200(W) AD(       ) 3
 EA2205
 EA2205.Superseded values are not recommended for survey control.
 EA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2205.See file dsdata.txt to determine how the superseded data were derived.
 EA2205
 EA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0909738786(NAD 83)
 EA2205_MARKER: DD = SURVEY DISK
 EA2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2205_MARK LOGO: USE   
 EA2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2205+STABILITY: SURFACE MOTION
 EA2205
 EA2205  HISTORY     - Date     Condition        Report By
 EA2205  HISTORY     - 1933     MONUMENTED       USE
 EA2205  HISTORY     - 1950     GOOD             CGS
 EA2205  HISTORY     - 20030205 MARK NOT FOUND   USPSQD
 EA2205  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA2205
 EA2205                          STATION DESCRIPTION
 EA2205
 EA2205'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA2205'STATION IS A STANDARD U.S.E. DISK STAMPED 141 TRIANGULATION 3.20,
 EA2205'SET IN AN 8-INCH CIRCULAR BLOCK OF CONCRETE PROJECTING 8 INCHES
 EA2205'ABOVE THE GROUND SURFACE, 150 YARDS S OF STATION WOOD, 300 YARDS E
 EA2205'OF BEACON NO. 20, ON A MARSH POINT NEXT TO A SPOIL BANK, ON THE N
 EA2205'SIDE OF CHANNEL, 22 YARDS FROM EDGE OF CHANNEL, 20 YARDS W OF
 EA2205'SHORT FENCE, 1/2 MILE S OF 2 OLD SHACKS IN FIELD, AND IS 8 YARDS
 EA2205'FROM HIGH-WATER LINE.
 EA2205'
 EA2205'CONNECTION TO TRIANGULATION SCHEME MADE BY CUTS FROM MAIN
 EA2205'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA2205
 EA2205                          STATION RECOVERY (1950)
 EA2205
 EA2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2205'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 EA2205'IS ADEQUATE EXCEPT THAT THE STATION IS NOW 2 METERS OUTSIDE
 EA2205'THE MEAN HIGH-WATER LINE AND THE SHORT FENCE IS GONE.  BEACON
 EA2205'20 IS NO LONGER IN EXISTENCE.
 EA2205
 EA2205                          STATION RECOVERY (2003)
 EA2205
 EA2205'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA2205'MARK NOT FOUND.
 EA2205
 EA2205                          STATION RECOVERY (2004)
 EA2205
 EA2205'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2913 ***********************************************************************
 FZ2913  DESIGNATION -  20 ATA
 FZ2913  PID         -  FZ2913
 FZ2913  STATE/COUNTY-  NC/ASHE
 FZ2913  USGS QUAD   -  PARK (1978)
 FZ2913
 FZ2913                         *CURRENT SURVEY CONTROL
 FZ2913  ___________________________________________________________________
 FZ2913* NAD 83(2007)-  36 30 01.88727(N)    081 30 20.02275(W)     ADJUSTED  
 FZ2913* NAVD 88     -       822.51   (+/-2cm)    2698.5    (feet)  VERTCON   
 FZ2913  ___________________________________________________________________
 FZ2913  EPOCH DATE  -        2002.00
 FZ2913  X           -     758,330.115 (meters)                     COMP
 FZ2913  Y           -  -5,077,476.872 (meters)                     COMP
 FZ2913  Z           -   3,773,452.073 (meters)                     COMP
 FZ2913  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FZ2913  ELLIP HEIGHT-         791.422 (meters)          (02/10/07) ADJUSTED
 FZ2913  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ2913
 FZ2913  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2913  Type    PID    Designation                      North   East  Ellip
 FZ2913  -------------------------------------------------------------------
 FZ2913  NETWORK FZ2913 20 ATA                            0.86   0.74   2.06
 FZ2913  -------------------------------------------------------------------
 FZ2913  VERT ORDER  -  THIRD ? (See Below)
 FZ2913
 FZ2913.The horizontal coordinates were established by GPS observations
 FZ2913.and adjusted by the National Geodetic Survey in February 2007.
 FZ2913
 FZ2913.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2913.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2913.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2913.The epoch date for horizontal control is a decimal equivalence
 FZ2913.of Year/Month/Day.
 FZ2913
 FZ2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2913.The vertical order pertains to the NGVD 29 superseded value.
 FZ2913
 FZ2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2913
 FZ2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2913
 FZ2913.The ellipsoidal height was determined by GPS observations
 FZ2913.and is referenced to NAD 83.
 FZ2913
 FZ2913.The geoid height was determined by GEOID03.
 FZ2913
 FZ2913;                    North         East     Units Scale Factor Converg.
 FZ2913;SPC NC       -   307,975.255   385,125.761   MT  1.00011031   -1 26 46.1
 FZ2913;SPC NC       - 1,010,415.48  1,263,533.43   sFT  1.00011031   -1 26 46.1
 FZ2913;UTM  17      - 4,039,585.052   454,724.405   MT  0.99962525   -0 18 02.6
 FZ2913
 FZ2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2913!SPC NC       -   0.99987581  x   1.00011031  =   0.99998611
 FZ2913!UTM  17      -   0.99987581  x   0.99962525  =   0.99950111
 FZ2913
 FZ2913|---------------------------------------------------------------------|
 FZ2913| PID    Reference Object                     Distance      Geod. Az  |
 FZ2913|                                                           dddmmss.s |
 FZ2913| FZ2935 BROWNS                              365.410 METERS 27017     |
 FZ2913|---------------------------------------------------------------------|
 FZ2913
 FZ2913                          SUPERSEDED SURVEY CONTROL
 FZ2913
 FZ2913  NAD 83(2001)-  36 30 01.88780(N)    081 30 20.02280(W) AD(       ) 1
 FZ2913  ELLIP H (03/27/03)  791.413  (m)                       GP(       ) 4 2
 FZ2913  NAD 83(1995)-  36 30 01.88889(N)    081 30 20.02353(W) AD(       ) 1
 FZ2913  NAD 83(1993)-  36 30 01.89201(N)    081 30 20.02688(W) AD(       ) 1
 FZ2913  NAD 83(1986)-  36 30 01.89826(N)    081 30 20.02677(W) AD(       ) 2
 FZ2913  NAD 83(1986)-  36 30 01.89826(N)    081 30 20.02677(W) AD(       ) 1
 FZ2913  NGVD 29 (10/27/97)  822.61   (m)         2698.8    (f) LEVELING    3  
 FZ2913
 FZ2913.Superseded values are not recommended for survey control.
 FZ2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2913.See file dsdata.txt to determine how the superseded data were derived.
 FZ2913
 FZ2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5472439585(NAD 83)
 FZ2913_MARKER: DB = BENCH MARK DISK
 FZ2913_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2913_SP_SET: PREFAB CONC. POST IN EARTH
 FZ2913_STAMPING: 20 ATA 2699 1950
 FZ2913_MARK LOGO: USGS  
 FZ2913_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2913+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FZ2913
 FZ2913  HISTORY     - Date     Condition        Report By
 FZ2913  HISTORY     - 1950     MONUMENTED       USGS
 FZ2913  HISTORY     - 19910626 GOOD             NCGS
 FZ2913  HISTORY     - 20040712 GOOD             MAC
 FZ2913
 FZ2913                          STATION DESCRIPTION
 FZ2913
 FZ2913'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2913'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF JEFFERSON,
 FZ2913'IN LANSING, AT THE LANSING ELEMENTARY SCHOOL, NEAR THE ENTRANCE STEPS
 FZ2913'TO SCHOOL GROUNDS.
 FZ2913'MARK IS ABOUT 6 FEET HIGHER THAN HIGHWAY AND RECESSED 3 INCHES BELOW
 FZ2913'GROUND. LOCATED 61.9 FT (18.9 M) SOUTHEAST OF THE CENTERLINE OF
 FZ2913'HIGHWAY, 138.5 FT (42.2 M) NORTHWEST OF THE SOUTHWEST CORNER OF ROCK
 FZ2913'SCHOOL BUILDING, 49.7 FT (15.1 M) NORTH-NORTHWEST OF A MANHOLE COVER,
 FZ2913'2.6 FT (0.8 M) EAST OF THE EAST EDGE OF CONCRETE CAP OF STONE
 FZ2913'RETAINING WALL, 4.0 FT (1.2 M) NORTH OF THE NORTH EDGE OF CONCRETE
 FZ2913'CAP OF NORTH STONE RETAINING WALL OF STEPS, 18.4 FT (5.6 M)
 FZ2913'SOUTH-SOUTHEAST OF A POWER POLE WITH REFERENCE TAG, AND 0.5 FT
 FZ2913'(0.2 M) WEST OF A WITNESS POST (NO SIGN).
 FZ2913
 FZ2913                          STATION RECOVERY (2004)
 FZ2913
 FZ2913'RECOVERY NOTE BY MATTERN AND CRAIG 2004 (JAN)
 FZ2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6114 ***********************************************************************
 AE6114  DESIGNATION -  20 CMP
 AE6114  PID         -  AE6114
 AE6114  STATE/COUNTY-  NC/BEAUFORT
 AE6114  USGS QUAD   -  BAYBORO (1983)
 AE6114
 AE6114                         *CURRENT SURVEY CONTROL
 AE6114  ___________________________________________________________________
 AE6114* NAD 83(2001)-  35 14 01.77562(N)    076 46 35.03655(W)     ADJUSTED  
 AE6114* NAVD 88     -         4.001  (meters)      13.13   (feet)  ADJUSTED  
 AE6114  ___________________________________________________________________
 AE6114  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AE6114  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 AE6114  DYNAMIC HT  -           3.998 (meters)      13.12  (feet)  COMP
 AE6114  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 AE6114
 AE6114  HORZ ORDER  -  SECOND
 AE6114  VERT ORDER  -  SECOND    CLASS II
 AE6114
 AE6114.The horizontal coordinates were established by classical geodetic methods
 AE6114.and adjusted by the National Geodetic Survey in August 2005.
 AE6114
 AE6114.The orthometric height was determined by differential leveling
 AE6114.and adjusted in June 1998.
 AE6114
 AE6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6114
 AE6114.The geoid height was determined by GEOID03.
 AE6114
 AE6114.The dynamic height is computed by dividing the NAVD 88
 AE6114.geopotential number by the normal gravity value computed on the
 AE6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6114.degrees latitude (g = 980.6199 gals.).
 AE6114
 AE6114.The modeled gravity was interpolated from observed gravity values.
 AE6114
 AE6114;                    North         East     Units Scale Factor Converg.
 AE6114;SPC NC       -   166,867.325   811,967.843   MT  0.99987264   +1 17 00.2
 AE6114;SPC NC       -   547,463.88  2,663,931.16   sFT  0.99987264   +1 17 00.2
 AE6114;UTM  18      - 3,900,419.966   338,354.393   MT  0.99992202   -1 01 30.2
 AE6114
 AE6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6114!SPC NC       -   1.00000523  x   0.99987264  =   0.99987787
 AE6114!UTM  18      -   1.00000523  x   0.99992202  =   0.99992725
 AE6114
 AE6114                          SUPERSEDED SURVEY CONTROL
 AE6114
 AE6114  NAD 83(1986)-  35 14 01.78626(N)    076 46 35.04651(W) AD(       ) 2
 AE6114  NGVD 29 (04/21/98)    4.36   (m)           14.3    (f) LEVELING    3  
 AE6114
 AE6114.Superseded values are not recommended for survey control.
 AE6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6114.See file dsdata.txt to determine how the superseded data were derived.
 AE6114
 AE6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3835400420(NAD 83)
 AE6114_MARKER: DB = BENCH MARK DISK
 AE6114_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE6114_STAMPING: 20 CMP 1964 15
 AE6114_MARK LOGO: USGS  
 AE6114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6114+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1996
 AE6114
 AE6114  HISTORY     - Date     Condition        Report By
 AE6114  HISTORY     - 1964     MONUMENTED       USGS
 AE6114  HISTORY     - 19890101 GOOD             NCGS
 AE6114  HISTORY     - 19960101 GOOD             NCGS
 AE6114
 AE6114                          STATION DESCRIPTION
 AE6114
 AE6114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AE6114'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF AURORA AND 6.3 MI
 AE6114'(10.1 KM) NORTH OF BAYBORO.$ALONG SR 1002 FOR 5.00 MI (8.05 KM) SOUTH
 AE6114'FROM NC 33 (IN AURORA), BETWEEN A LARGE CANAL AND SR 1002, IN
 AE6114'SHOULDER, ON PROLONGATION OF THE CENTER OF A DRAINAGE DITCH.$MARK IS
 AE6114'ABOUT 1-FOOT LOWER THAN SR 1002 AND PROJECTS 2 INCHES ABOVE GROUND.
 AE6114'LOCATED 8.80 M (28.87 FT) EAST OF THE CENTERLINE OF SR 1002, 28.40 M
 AE6114'(93.18 FT) NORTHWEST OF THE CENTERLINE OF FIELD ROAD, AND 8.35 M
 AE6114'(27.39 FT) SOUTH-SOUTHWEST OF A QUAD TRUNK SYCAMORE WITH A REFERENCE
 AE6114'TAG.
 AE6114
 AE6114                          STATION RECOVERY (1996)
 AE6114
 AE6114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE6114'4.9 MI (7.9 KM ) SOUTH OF AURORA AND 6.3 MI (10.1 KM) NORTH OF
 AE6114'BAYBORO, ALONG SR 1002 FRO 5.0 MI (8.05 KM) SOUTH FROM NC 33 (IN
 AE6114'AURORA), BETWEEN A LARGE CANAL AND SR 1002, IN THE SHOULDER, ON
 AE6114'PROLONGATION OF THE CENTER OF A DRAINAGE DITCH, ABOUT 1 FOOT LOWER
 AE6114'THAN SR 1002, AND PROJECTS 2 INCHES ABOVE GROUND, 8.8 M (28.87 FT)
 AE6114'EAST OF THE CENTERLINE OF SR 1002, 28.4 M (93.18 FT) NORTHEAST OF THE
 AE6114'CENTERLINE OF FIELD ROAD, AND 8.35 M (27.39 FT) SOUTH-SOUTHEAST OF A
 AE6114'QUAD TRUNK SYCAMORE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6793 ***********************************************************************
 AB6793  CBN         -  This is a Cooperative Base Network Control Station.
 AB6793  DESIGNATION -  20 CMP AZ MK
 AB6793  PID         -  AB6793
 AB6793  STATE/COUNTY-  NC/BEAUFORT
 AB6793  USGS QUAD   -  BAYBORO (1983)
 AB6793
 AB6793                         *CURRENT SURVEY CONTROL
 AB6793  ___________________________________________________________________
 AB6793* NAD 83(2007)-  35 14 26.64261(N)    076 46 44.02364(W)     ADJUSTED  
 AB6793* NAVD 88     -         2.691  (meters)       8.83   (feet)  ADJUSTED  
 AB6793  ___________________________________________________________________
 AB6793  EPOCH DATE  -        2002.00
 AB6793  X           -   1,192,727.589 (meters)                     COMP
 AB6793  Y           -  -5,076,807.862 (meters)                     COMP
 AB6793  Z           -   3,659,692.377 (meters)                     COMP
 AB6793  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AB6793  ELLIP HEIGHT-         -34.587 (meters)          (02/10/07) ADJUSTED
 AB6793  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 AB6793  DYNAMIC HT  -           2.689 (meters)       8.82  (feet)  COMP
 AB6793
 AB6793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6793  Type    PID    Designation                      North   East  Ellip
 AB6793  -------------------------------------------------------------------
 AB6793  NETWORK AB6793 20 CMP AZ MK                      0.37   0.35   1.31
 AB6793  -------------------------------------------------------------------
 AB6793  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 AB6793
 AB6793  VERT ORDER  -  SECOND    CLASS II
 AB6793
 AB6793.The horizontal coordinates were established by GPS observations
 AB6793.and adjusted by the National Geodetic Survey in February 2007.
 AB6793
 AB6793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6793.The horizontal coordinates are valid at the epoch date displayed above.
 AB6793.The epoch date for horizontal control is a decimal equivalence
 AB6793.of Year/Month/Day.
 AB6793
 AB6793.The orthometric height was determined by differential leveling
 AB6793.and adjusted in June 1998.
 AB6793
 AB6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6793
 AB6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6793
 AB6793.The ellipsoidal height was determined by GPS observations
 AB6793.and is referenced to NAD 83.
 AB6793
 AB6793.The geoid height was determined by GEOID03.
 AB6793
 AB6793.The dynamic height is computed by dividing the NAVD 88
 AB6793.geopotential number by the normal gravity value computed on the
 AB6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6793.degrees latitude (g = 980.6199 gals.).
 AB6793
 AB6793.The modeled gravity was interpolated from observed gravity values.
 AB6793
 AB6793;                    North         East     Units Scale Factor Converg.
 AB6793;SPC NC       -   167,628.301   811,723.543   MT  0.99987261   +1 16 55.0
 AB6793;SPC NC       -   549,960.52  2,663,129.66   sFT  0.99987261   +1 16 55.0
 AB6793;UTM  18      - 3,901,190.203   338,140.933   MT  0.99992287   -1 01 36.0
 AB6793
 AB6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6793!SPC NC       -   1.00000543  x   0.99987261  =   0.99987804
 AB6793!UTM  18      -   1.00000543  x   0.99992287  =   0.99992830
 AB6793
 AB6793                          SUPERSEDED SURVEY CONTROL
 AB6793
 AB6793  NAD 83(2001)-  35 14 26.64321(N)    076 46 44.02279(W) AD(       ) B
 AB6793  ELLIP H (01/30/03)  -34.588  (m)                       GP(       ) 4 2
 AB6793  NAD 83(1986)-  35 14 26.65385(N)    076 46 44.03277(W) AD(       ) 1
 AB6793  NAD 83(1986)-  35 14 26.65587(N)    076 46 44.03418(W) AD(       ) 1
 AB6793  NAD 83(1995)-  35 14 26.64378(N)    076 46 44.02245(W) AD(       ) B
 AB6793  ELLIP H (09/11/96)  -34.599  (m)                       GP(       ) 4 1
 AB6793  NAVD 88 (01/30/02)    2.69   (m)            8.8    (f) LEVELING    3  
 AB6793  NGVD 29 (04/21/98)    3.05   (m)           10.0    (f) LEVELING    3  
 AB6793
 AB6793.Superseded values are not recommended for survey control.
 AB6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6793.See file dsdata.txt to determine how the superseded data were derived.
 AB6793
 AB6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3814101190(NAD 83)
 AB6793_MARKER: DZ = AZIMUTH MARK DISK
 AB6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6793_STAMPING: 20 CMP 1988
 AB6793_MARK LOGO: NCGS  
 AB6793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6793+STABILITY: SURFACE MOTION
 AB6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6793+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 AB6793
 AB6793  HISTORY     - Date     Condition        Report By
 AB6793  HISTORY     - 1988     MONUMENTED       NCGS
 AB6793  HISTORY     - 19931116 GOOD             NCGS
 AB6793  HISTORY     - 19960101 GOOD             NCGS
 AB6793  HISTORY     - 19960701 GOOD             NCGS
 AB6793  HISTORY     - 20010515 GOOD             NCGS
 AB6793
 AB6793                          STATION DESCRIPTION
 AB6793
 AB6793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AB6793'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF AURORA AND 6 MI (9.7
 AB6793'KM) NORTH OF BAYBORO. PROCEED ALONG NC 33 FOR 0.4 MI (0.6 KM) EAST
 AB6793'FROM THE WEST END OF THE BRIDGE OVER SOUTH CREEK-EAST OF AURORA TO SR
 AB6793'1002-BAY CITY ROAD, THENCE SOUTH ALONG SR 1002 FOR 4.5 MI (7.2 KM) TO
 AB6793'A BRICK HOUSE AND A FARM PATH LEADING WEST, THENCE WEST ON FARM PATH
 AB6793'FOR 0.05 MI (0.08 KM) TO STATION IN THE SOUTH SHOULDER. MARK IS ABOUT
 AB6793'3 FEET (0.9 M) LOWER THAN SR 1002, AND FLUSH WITH THE GROUND.  LOCATED
 AB6793'267.6 FT (81.6 M) WEST OF THE CENTERLINE OF SR 1002, 11.0 FT (3.4 M)
 AB6793'SOUTH OF THE CENTERLINE OF FARM PATH, 144.5 FT (44.0 M) SOUTHWEST OF
 AB6793'THE SOUTHEAST CORNER OF BRICK HOUSE, 6.8 FT (2.1 M) EAST-SOUTHEAST OF
 AB6793'SOUTHERN METAL GATE HINGE POST--AND 99.6 FT (30.4 M) EAST OF A POWER
 AB6793'POLE, 192.8 FT (58.8 M) WEST-SOUTHWEST OF A POWER POLE WITH
 AB6793'TRANSFORMER--BOTH WITH REFERENCE TAGS.
 AB6793
 AB6793                          STATION RECOVERY (1996)
 AB6793
 AB6793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AB6793'RECOVERED AS DESCRIBED.
 AB6793
 AB6793                          STATION RECOVERY (1996)
 AB6793
 AB6793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AB6793'RECOVERED AS DESCRIBED.
 AB6793
 AB6793                          STATION RECOVERY (2001)
 AB6793
 AB6793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AB6793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0606 ***********************************************************************
 FX0606  DESIGNATION -  20 ECCS
 FX0606  PID         -  FX0606
 FX0606  STATE/COUNTY-  NC/PASQUOTANK
 FX0606  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0606
 FX0606                         *CURRENT SURVEY CONTROL
 FX0606  ___________________________________________________________________
 FX0606* NAD 83(1986)-  36 17 47.     (N)    076 13 22.     (W)     SCALED    
 FX0606* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 FX0606  ___________________________________________________________________
 FX0606  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 FX0606  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 FX0606  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 FX0606
 FX0606  VERT ORDER  -  FIRST     CLASS I
 FX0606
 FX0606.The horizontal coordinates were scaled from a topographic map and have
 FX0606.an estimated accuracy of +/- 6 seconds.
 FX0606
 FX0606.The orthometric height was determined by differential leveling
 FX0606.and adjusted in June 1991.
 FX0606
 FX0606.The geoid height was determined by GEOID03.
 FX0606
 FX0606.The dynamic height is computed by dividing the NAVD 88
 FX0606.geopotential number by the normal gravity value computed on the
 FX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0606.degrees latitude (g = 980.6199 gals.).
 FX0606
 FX0606.The modeled gravity was interpolated from observed gravity values.
 FX0606
 FX0606;                    North         East    Units  Estimated Accuracy
 FX0606;SPC NC       -   285,980.      859,040.      MT  (+/- 180 meters Scaled)
 FX0606
 FX0606                          SUPERSEDED SURVEY CONTROL
 FX0606
 FX0606  NGVD 29 (??/??/92)    1.93   (m)            6.3    (f) COMPUTED    1 1
 FX0606
 FX0606.Superseded values are not recommended for survey control.
 FX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0606.See file dsdata.txt to determine how the superseded data were derived.
 FX0606
 FX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF902175(NAD 83)
 FX0606_MARKER: DD = SURVEY DISK
 FX0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0606_STAMPING: NO 20 1953
 FX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0606+STABILITY: SURFACE MOTION
 FX0606
 FX0606  HISTORY     - Date     Condition        Report By
 FX0606  HISTORY     - 1953     MONUMENTED       NC1460
 FX0606  HISTORY     - 1963     GOOD             NGS
 FX0606
 FX0606                          STATION DESCRIPTION
 FX0606
 FX0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0606'AT ELIZABETH CITY.
 FX0606'AT ELIZABETH CITY, IN THE SOUTHEAST CORNER OF JUNCTION OF SHEPARD
 FX0606'AND SOUTH ROAD STREETS, 18.5 FEET SOUTH OF CENTER LINE OF SHEPARD
 FX0606'STREET, 20 FEET EAST OF CENTERLINE OF S. ROAD STREET, 3 FEET
 FX0606'NORTHEAST OF A POWER POLE 47.5 FEET NORTHWEST OF NORTHWEST CORNER
 FX0606'OF SPRUILS SINCLAIR STATION, AND SET IN THE TOP OF A CONCRETE
 FX0606'POST 4 INCHES BELOW SIDEWALK SURFACE ACCESS TO WHICH IS HAD
 FX0606'THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2638 ***********************************************************************
 AH2638  DESIGNATION -  20 JAS
 AH2638  PID         -  AH2638
 AH2638  STATE/COUNTY-  NC/IREDELL
 AH2638  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2638
 AH2638                         *CURRENT SURVEY CONTROL
 AH2638  ___________________________________________________________________
 AH2638* NAD 83(2001)-  35 36 19.11667(N)    080 56 30.29757(W)     ADJUSTED  
 AH2638* NAVD 88     -       236.46   (+/-2cm)     775.8    (feet)  VERTCON   
 AH2638  ___________________________________________________________________
 AH2638  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH2638  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AH2638  HORZ ORDER  -  THIRD
 AH2638  VERT ORDER  -  THIRD ? (See Below)
 AH2638
 AH2638.The horizontal coordinates were established by classical geodetic methods
 AH2638.and adjusted by the National Geodetic Survey in August 2005.
 AH2638
 AH2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2638.The vertical order pertains to the NGVD 29 superseded value.
 AH2638
 AH2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2638
 AH2638.The geoid height was determined by GEOID03.
 AH2638
 AH2638;                    North         East     Units Scale Factor Converg.
 AH2638;SPC NC       -   207,531.749   433,688.023   MT  0.99989157   -1 07 14.6
 AH2638;SPC NC       -   680,877.08  1,422,858.12   sFT  0.99989157   -1 07 14.6
 AH2638;UTM  17      - 3,940,174.586   505,276.030   MT  0.99960034   +0 02 02.1
 AH2638
 AH2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2638!SPC NC       -   0.99996784  x   0.99989157  =   0.99985941
 AH2638!UTM  17      -   0.99996784  x   0.99960034  =   0.99956819
 AH2638
 AH2638                          SUPERSEDED SURVEY CONTROL
 AH2638
 AH2638  NAD 83(1986)-  35 36 19.12833(N)    080 56 30.30310(W) AD(       ) 4
 AH2638  NGVD 29 (08/11/98)  236.68   (m)          776.5    (f) LEVELING    3  
 AH2638
 AH2638.Superseded values are not recommended for survey control.
 AH2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2638.See file dsdata.txt to determine how the superseded data were derived.
 AH2638
 AH2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0527640175(NAD 83)
 AH2638_MARKER: DB = BENCH MARK DISK
 AH2638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2638_SP_SET: WHEELGUARD
 AH2638_STAMPING: 20 JAS 1965 777
 AH2638_MARK LOGO: USGS  
 AH2638_PROJECTION: FLUSH
 AH2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2638+STABILITY: SURFACE MOTION
 AH2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2638+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1997
 AH2638
 AH2638  HISTORY     - Date     Condition        Report By
 AH2638  HISTORY     - 1965     MONUMENTED       USGS
 AH2638  HISTORY     - 19860101 GOOD             NCGS
 AH2638  HISTORY     - 19971211 GOOD             NCGS
 AH2638
 AH2638                          STATION DESCRIPTION
 AH2638
 AH2638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2638'STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) NORTHEAST OF TERRELL. ALONG
 AH2638'NC 150 FOR 3.8 KM (2.4 MI) NORTHEAST FROM THE POST OFFICE (IN
 AH2638'TERRELL), TO THE CATAWBA RIVER (LAKE NORMAN) BRIDGE. MARK IS SET IN A
 AH2638'DRILL HOLE IN THE TOP OF THE NORTH END OF THE WEST WHEELGUARD OF THE
 AH2638'BRIDGE, ABOUT 1 FOOT HIGHER THAN THE CENTER OF THE BRIDGE.
 AH2638
 AH2638                          STATION RECOVERY (1997)
 AH2638
 AH2638'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2638'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH2638'MARK IS IN THE WEST END OF THE NORTH WHEELGUARD, NOT NORTH END OF WEST
 AH2638'WHEELGUARD OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4059 ***********************************************************************
 AH4059  DESIGNATION -  20 JS 1
 AH4059  PID         -  AH4059
 AH4059  STATE/COUNTY-  NC/SURRY
 AH4059  USGS QUAD   -  COPELAND (1994)
 AH4059
 AH4059                         *CURRENT SURVEY CONTROL
 AH4059  ___________________________________________________________________
 AH4059* NAD 83(2001)-  36 22 01.31318(N)    080 42 41.10587(W)     ADJUSTED  
 AH4059* NAVD 88     -       351.95   (+/-2cm)    1154.7    (feet)  VERTCON   
 AH4059  ___________________________________________________________________
 AH4059  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AH4059  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AH4059  HORZ ORDER  -  SECOND
 AH4059  VERT ORDER  -  THIRD ? (See Below)
 AH4059
 AH4059.The horizontal coordinates were established by classical geodetic methods
 AH4059.and adjusted by the National Geodetic Survey in August 2005.
 AH4059
 AH4059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4059.The vertical order pertains to the NGVD 29 superseded value.
 AH4059
 AH4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4059
 AH4059.The geoid height was determined by GEOID03.
 AH4059
 AH4059;                    North         East     Units Scale Factor Converg.
 AH4059;SPC NC       -   291,651.661   456,009.697   MT  1.00006209   -0 59 16.0
 AH4059;SPC NC       -   956,860.49  1,496,091.81   sFT  1.00006209   -0 59 16.0
 AH4059;UTM  17      - 4,024,697.513   525,888.162   MT  0.99960826   +0 10 16.0
 AH4059
 AH4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4059!SPC NC       -   0.99995001  x   1.00006209  =   1.00001210
 AH4059!UTM  17      -   0.99995001  x   0.99960826  =   0.99955829
 AH4059
 AH4059                          SUPERSEDED SURVEY CONTROL
 AH4059
 AH4059  NAD 83(1986)-  36 22 01.32091(N)    080 42 41.11208(W) AD(       ) 2
 AH4059  NGVD 29 (12/22/97)  352.11   (m)         1155.2    (f) LEVELING    3  
 AH4059
 AH4059.Superseded values are not recommended for survey control.
 AH4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4059.See file dsdata.txt to determine how the superseded data were derived.
 AH4059
 AH4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2588824698(NAD 83)
 AH4059_MARKER: DD = SURVEY DISK
 AH4059_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4059_STAMPING: 20 JS 1 1962
 AH4059_MARK LOGO: NCSHC 
 AH4059_PROJECTION: FLUSH
 AH4059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4059
 AH4059  HISTORY     - Date     Condition        Report By
 AH4059  HISTORY     - 1963     MONUMENTED       NCSHC
 AH4059  HISTORY     - 19860505 GOOD             NCGS
 AH4059
 AH4059                          STATION DESCRIPTION
 AH4059
 AH4059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4059'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTH-SOUTHEAST OF DOBSON.
 AH4059'ALONG US 601 FOR 0.8 KM (0.50 MI) SOUTH FROM THE JUNCTION WITH US 601
 AH4059'BUSINESS, IN THE SOUTHEAST CORNER OF TRINTON SNOW YARD. MARK IS FLUSH
 AH4059'WITH GROUND AND LEVEL WITH THE HIGHWAY.  LOCATED 5.9 M (19.4 FT) WEST
 AH4059'OF THE CENTERLINE OF HIGHWAY, 2.4 M (7.9 FT) NORTH OF THE CENTERLINE
 AH4059'OF AN ASPHALT DRIVEWAY, 34.7 M (113.8 FT) SOUTH OF THE CENTERLINE OF A
 AH4059'CONCRETE DRIVE, 24.0 M (78.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AH4059'A BRICK RESIDENCE, AND 9.1 M (29.9 FT) NORTH-NORTHEAST OF A TELEPHONE
 AH4059'PEDESTAL BESIDE A SUPPORT POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4206 ***********************************************************************
 AH4206  DESIGNATION -  20 JS 10
 AH4206  PID         -  AH4206
 AH4206  STATE/COUNTY-  NC/SURRY
 AH4206  USGS QUAD   -  DOBSON (1994)
 AH4206
 AH4206                         *CURRENT SURVEY CONTROL
 AH4206  ___________________________________________________________________
 AH4206* NAD 83(2007)-  36 26 14.90666(N)    080 39 20.18398(W)     ADJUSTED  
 AH4206* NAVD 88     -       390.049  (meters)    1279.69   (feet)  ADJUSTED  
 AH4206  ___________________________________________________________________
 AH4206  EPOCH DATE  -        2002.00
 AH4206  X           -     834,184.373 (meters)                     COMP
 AH4206  Y           -  -5,069,428.098 (meters)                     COMP
 AH4206  Z           -   3,767,566.755 (meters)                     COMP
 AH4206  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AH4206  ELLIP HEIGHT-         356.777 (meters)          (02/10/07) ADJUSTED
 AH4206  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AH4206  DYNAMIC HT  -         389.684 (meters)    1278.49  (feet)  COMP
 AH4206
 AH4206  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4206  Type    PID    Designation                      North   East  Ellip
 AH4206  -------------------------------------------------------------------
 AH4206  NETWORK AH4206 20 JS 10                          0.57   0.49   1.18
 AH4206  -------------------------------------------------------------------
 AH4206  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 AH4206
 AH4206  VERT ORDER  -  SECOND    CLASS II
 AH4206
 AH4206.The horizontal coordinates were established by GPS observations
 AH4206.and adjusted by the National Geodetic Survey in February 2007.
 AH4206
 AH4206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4206.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4206.The horizontal coordinates are valid at the epoch date displayed above.
 AH4206.The epoch date for horizontal control is a decimal equivalence
 AH4206.of Year/Month/Day.
 AH4206
 AH4206.The orthometric height was determined by differential leveling
 AH4206.and adjusted in July 1999.
 AH4206
 AH4206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4206
 AH4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4206
 AH4206.The ellipsoidal height was determined by GPS observations
 AH4206.and is referenced to NAD 83.
 AH4206
 AH4206.The geoid height was determined by GEOID03.
 AH4206
 AH4206.The dynamic height is computed by dividing the NAVD 88
 AH4206.geopotential number by the normal gravity value computed on the
 AH4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4206.degrees latitude (g = 980.6199 gals.).
 AH4206
 AH4206.The modeled gravity was interpolated from observed gravity values.
 AH4206
 AH4206;                    North         East     Units Scale Factor Converg.
 AH4206;SPC NC       -   299,382.982   461,148.419   MT  1.00008685   -0 57 20.0
 AH4206;SPC NC       -   982,225.67  1,512,951.10   sFT  1.00008685   -0 57 20.0
 AH4206;UTM  17      - 4,032,527.598   530,867.071   MT  0.99961174   +0 12 16.4
 AH4206
 AH4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4206!SPC NC       -   0.99994401  x   1.00008685  =   1.00003086
 AH4206!UTM  17      -   0.99994401  x   0.99961174  =   0.99955577
 AH4206
 AH4206                          SUPERSEDED SURVEY CONTROL
 AH4206
 AH4206  NAD 83(2001)-  36 26 14.90724(N)    080 39 20.18399(W) AD(       ) 1
 AH4206  ELLIP H (03/13/03)  356.744  (m)                       GP(       ) 4 2
 AH4206  NAD 83(1986)-  36 26 14.91467(N)    080 39 20.18976(W) AD(       ) 1
 AH4206  NGVD 29 (10/14/98)  390.21   (m)         1280.2    (f) LEVELING    3  
 AH4206
 AH4206.Superseded values are not recommended for survey control.
 AH4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4206.See file dsdata.txt to determine how the superseded data were derived.
 AH4206
 AH4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3086732528(NAD 83)
 AH4206_MARKER: DD = SURVEY DISK
 AH4206_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4206_STAMPING: 20 JS 10 1962
 AH4206_MARK LOGO: NCSHC 
 AH4206_PROJECTION: FLUSH
 AH4206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4206+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH4206
 AH4206  HISTORY     - Date     Condition        Report By
 AH4206  HISTORY     - 1962     MONUMENTED       NCGS
 AH4206  HISTORY     - 19951102 GOOD             NCGS
 AH4206  HISTORY     - 19970515 GOOD             NCGS
 AH4206
 AH4206                          STATION DESCRIPTION
 AH4206
 AH4206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4206'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF DOBSON. ALONG SR
 AH4206'2258-OLD US 601 FOR 3.25 MI (5.23 KM) NORTHEAST FROM US 601 TO SR
 AH4206'2216-FIRESIDE LANE AND THE STATION IN THE SOUTHEAST QUADRANT. MARK IS
 AH4206'ABOUT LEVEL WITH SR 2258 AND PROJECTS 1 INCH ABOVE THE GROUND. LOCATED
 AH4206'29.4 FT (9.0 M) SOUTHEAST OF THE CENTERLINE OF SR 2258, 25.3 FT (7.7
 AH4206'M) NORTHWEST OF THE CENTERLINE OF SR 2216, 123.7 FT (37.7 M) SOUTHWEST
 AH4206'OF THE SOUTHWEST CORNER OF A HOUSE, 96.4 FT (29.4 M) EAST OF THE
 AH4206'NORTHEAST CORNER OF A HOUSE, 78.0 FT (23.8 M) SOUTHEAST OF THE EAST
 AH4206'CORNER OF A HOUSE AND 14.6 FT (4.5 M) NORTH-NORTHEAST OF A POWER POLE
 AH4206'WITH A REFERENCE TAG.
 AH4206
 AH4206                          STATION RECOVERY (1997)
 AH4206
 AH4206'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH4206'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4207 ***********************************************************************
 AH4207  DESIGNATION -  20 JS 11
 AH4207  PID         -  AH4207
 AH4207  STATE/COUNTY-  NC/SURRY
 AH4207  USGS QUAD   -  DOBSON (1994)
 AH4207
 AH4207                         *CURRENT SURVEY CONTROL
 AH4207  ___________________________________________________________________
 AH4207* NAD 83(2001)-  36 26 27.97407(N)    080 38 37.55253(W)     ADJUSTED  
 AH4207* NAVD 88     -       385.897  (meters)    1266.06   (feet)  ADJUSTED  
 AH4207  ___________________________________________________________________
 AH4207  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AH4207  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AH4207  DYNAMIC HT  -         385.536 (meters)    1264.88  (feet)  COMP
 AH4207  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 AH4207
 AH4207  HORZ ORDER  -  SECOND
 AH4207  VERT ORDER  -  SECOND    CLASS II
 AH4207
 AH4207.The horizontal coordinates were established by classical geodetic methods
 AH4207.and adjusted by the National Geodetic Survey in August 2005.
 AH4207
 AH4207.The orthometric height was determined by differential leveling
 AH4207.and adjusted in July 1999.
 AH4207
 AH4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4207
 AH4207.The geoid height was determined by GEOID03.
 AH4207
 AH4207.The dynamic height is computed by dividing the NAVD 88
 AH4207.geopotential number by the normal gravity value computed on the
 AH4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4207.degrees latitude (g = 980.6199 gals.).
 AH4207
 AH4207.The modeled gravity was interpolated from observed gravity values.
 AH4207
 AH4207;                    North         East     Units Scale Factor Converg.
 AH4207;SPC NC       -   299,768.109   462,216.831   MT  1.00008817   -0 56 55.4
 AH4207;SPC NC       -   983,489.20  1,516,456.39   sFT  1.00008817   -0 56 55.4
 AH4207;UTM  17      - 4,032,934.086   531,926.961   MT  0.99961256   +0 12 41.8
 AH4207
 AH4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4207!SPC NC       -   0.99994467  x   1.00008817  =   1.00003283
 AH4207!UTM  17      -   0.99994467  x   0.99961256  =   0.99955725
 AH4207
 AH4207                          SUPERSEDED SURVEY CONTROL
 AH4207
 AH4207  NAD 83(1986)-  36 26 27.98142(N)    080 38 37.55810(W) AD(       ) 2
 AH4207  NGVD 29 (12/22/97)  386.04   (m)         1266.5    (f) LEVELING    3  
 AH4207
 AH4207.Superseded values are not recommended for survey control.
 AH4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4207.See file dsdata.txt to determine how the superseded data were derived.
 AH4207
 AH4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3192732934(NAD 83)
 AH4207_MARKER: DD = SURVEY DISK
 AH4207_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4207_STAMPING: 20 JS 11 1962
 AH4207_MARK LOGO: NCSHC 
 AH4207_PROJECTION: FLUSH
 AH4207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4207+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH4207
 AH4207  HISTORY     - Date     Condition        Report By
 AH4207  HISTORY     - 1962     MONUMENTED       NCGS
 AH4207  HISTORY     - 19951102 GOOD             NCGS
 AH4207  HISTORY     - 19970515 GOOD             NCGS
 AH4207
 AH4207                          STATION DESCRIPTION
 AH4207
 AH4207'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4207'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF MT AIRY
 AH4207'AND 5.6 MI (9.0 KM) NORTHEAST OF DOBSON. ALONG SR 2258-OLD US 601 FOR
 AH4207'0.7 MI (1.1 KM) SOUTHWEST FROM SR 1003 (IN WHITE PLAINS) TO THE
 AH4207'STATION ON THE SOUTH SIDE OF THE ROAD, ACROSS FROM THE YORK OIL
 AH4207'COMPANY. MARK IS ABOUT LEVEL WITH SR 2258 AND RECESSED 2 INCHES BELOW
 AH4207'THE GROUND. LOCATED 20.0 FT (6.1 M) SOUTH OF THE CENTERLINE OF SR
 AH4207'2258, 74.7 FT (22.8 M) NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 AH4207'84.0 FT (25.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A CARPORT, 69.5
 AH4207'FT (21.2 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF YORK OIL
 AH4207'COMPANY AND 86.5 FT (26.4 M) WEST-SOUTHWEST OF A POWER POLE WITH A
 AH4207'REFERENCE TAG.
 AH4207
 AH4207                          STATION RECOVERY (1997)
 AH4207
 AH4207'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH4207'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4208 ***********************************************************************
 AH4208  DESIGNATION -  20 JS 13
 AH4208  PID         -  AH4208
 AH4208  STATE/COUNTY-  NC/SURRY
 AH4208  USGS QUAD   -  DOBSON (1994)
 AH4208
 AH4208                         *CURRENT SURVEY CONTROL
 AH4208  ___________________________________________________________________
 AH4208* NAD 83(2007)-  36 26 32.48407(N)    080 38 18.48104(W)     ADJUSTED  
 AH4208* NAVD 88     -       372.109  (meters)    1220.83   (feet)  ADJUSTED  
 AH4208  ___________________________________________________________________
 AH4208  EPOCH DATE  -        2002.00
 AH4208  X           -     835,646.125 (meters)                     COMP
 AH4208  Y           -  -5,068,846.527 (meters)                     COMP
 AH4208  Z           -   3,767,991.993 (meters)                     COMP
 AH4208  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AH4208  ELLIP HEIGHT-         338.828 (meters)          (02/10/07) ADJUSTED
 AH4208  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AH4208  DYNAMIC HT  -         371.761 (meters)    1219.69  (feet)  COMP
 AH4208
 AH4208  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4208  Type    PID    Designation                      North   East  Ellip
 AH4208  -------------------------------------------------------------------
 AH4208  NETWORK AH4208 20 JS 13                          0.69   0.65   1.39
 AH4208  -------------------------------------------------------------------
 AH4208  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 AH4208
 AH4208  VERT ORDER  -  SECOND    CLASS II
 AH4208
 AH4208.The horizontal coordinates were established by GPS observations
 AH4208.and adjusted by the National Geodetic Survey in February 2007.
 AH4208
 AH4208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4208.The horizontal coordinates are valid at the epoch date displayed above.
 AH4208.The epoch date for horizontal control is a decimal equivalence
 AH4208.of Year/Month/Day.
 AH4208
 AH4208.The orthometric height was determined by differential leveling
 AH4208.and adjusted in July 1999.
 AH4208
 AH4208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4208
 AH4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4208
 AH4208.The ellipsoidal height was determined by GPS observations
 AH4208.and is referenced to NAD 83.
 AH4208
 AH4208.The geoid height was determined by GEOID03.
 AH4208
 AH4208.The dynamic height is computed by dividing the NAVD 88
 AH4208.geopotential number by the normal gravity value computed on the
 AH4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4208.degrees latitude (g = 980.6199 gals.).
 AH4208
 AH4208.The modeled gravity was interpolated from observed gravity values.
 AH4208
 AH4208;                    North         East     Units Scale Factor Converg.
 AH4208;SPC NC       -   299,899.267   462,694.083   MT  1.00008862   -0 56 44.4
 AH4208;SPC NC       -   983,919.51  1,518,022.17   sFT  1.00008862   -0 56 44.4
 AH4208;UTM  17      - 4,033,074.815   532,401.233   MT  0.99961293   +0 12 53.1
 AH4208
 AH4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4208!SPC NC       -   0.99994683  x   1.00008862  =   1.00003544
 AH4208!UTM  17      -   0.99994683  x   0.99961293  =   0.99955978
 AH4208
 AH4208:                Primary Azimuth Mark                     Grid Az
 AH4208:SPC NC       -  YORK                                     252 02 44.4
 AH4208:UTM  17      -  YORK                                     250 53 06.9
 AH4208
 AH4208|---------------------------------------------------------------------|
 AH4208| PID    Reference Object                     Distance      Geod. Az  |
 AH4208|                                                           dddmmss.s |
 AH4208| AH4244 YORK                                415.244 METERS 2510600.0 |
 AH4208|---------------------------------------------------------------------|
 AH4208
 AH4208                          SUPERSEDED SURVEY CONTROL
 AH4208
 AH4208  NAD 83(2001)-  36 26 32.48464(N)    080 38 18.48112(W) AD(       ) 1
 AH4208  ELLIP H (03/13/03)  338.788  (m)                       GP(       ) 4 2
 AH4208  NAD 83(1986)-  36 26 32.49200(N)    080 38 18.48668(W) AD(       ) 1
 AH4208  NGVD 29 (10/14/98)  372.26   (m)         1221.3    (f) LEVELING    3  
 AH4208
 AH4208.Superseded values are not recommended for survey control.
 AH4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4208.See file dsdata.txt to determine how the superseded data were derived.
 AH4208
 AH4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3240133075(NAD 83)
 AH4208_MARKER: DD = SURVEY DISK
 AH4208_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4208_STAMPING: 20 JS 13 1962
 AH4208_MARK LOGO: NCSHC 
 AH4208_PROJECTION: FLUSH
 AH4208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4208+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH4208
 AH4208  HISTORY     - Date     Condition        Report By
 AH4208  HISTORY     - 1962     MONUMENTED       NCGS
 AH4208  HISTORY     - 19951102 GOOD             NCGS
 AH4208  HISTORY     - 19970515 GOOD             NCGS
 AH4208
 AH4208                          STATION DESCRIPTION
 AH4208
 AH4208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4208'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4208'FOLLOWS. STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF MOUNT AIRY
 AH4208'AND 6.8 MI (10.9 KM) NORTHEAST OF DOBSON. ALONG SR 2258-OLD US 601 FOR
 AH4208'4.8 MI (7.7 KM) NORTHEAST FROM US 601 (ABOUT 2 MILES (3.2 KM)
 AH4208'NORTHEAST OF DOBSON) TO THE STATION. MARK IS ABOUT 1 FOOT (0.3 M)
 AH4208'HIGHER THAN SR 2258 AND PROJECTS 1 INCH ABOVE THE GROUND. LOCATED 24.4
 AH4208'FT (7.4 M) SOUTH OF THE CENTERLINE OF SR 2258, 10.0 FT (3.0 M)
 AH4208'EAST-NORTHEAST OF THE CENTERLINE OF THE MARSHALL RESIDENCE DRIVEWAY,
 AH4208'65.0 FT (19.8 M) NORTHEAST OF THE MARSHALLS 2 STORY FRAME HOUSE NO.
 AH4208'1057, 22.4 FT (6.8 M) EAST OF THE WEST END OF AN 18-INCH TERRA COTTA
 AH4208'CULVERT UNDER DRIVEWAY AND 4.6 FT (1.4 M) SOUTHWEST OF A POWER POLE
 AH4208'WITH REFERENCE TAG.
 AH4208
 AH4208                          STATION RECOVERY (1997)
 AH4208
 AH4208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH4208'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4245 ***********************************************************************
 AH4245  DESIGNATION -  20 JS 15
 AH4245  PID         -  AH4245
 AH4245  STATE/COUNTY-  NC/SURRY
 AH4245  USGS QUAD   -  DOBSON (1994)
 AH4245
 AH4245                         *CURRENT SURVEY CONTROL
 AH4245  ___________________________________________________________________
 AH4245* NAD 83(2007)-  36 27 33.66304(N)    080 37 31.99890(W)     ADJUSTED  
 AH4245* NAVD 88     -       321.168  (meters)    1053.70   (feet)  ADJUSTED  
 AH4245  ___________________________________________________________________
 AH4245  EPOCH DATE  -        2002.00
 AH4245  X           -     836,599.198 (meters)                     COMP
 AH4245  Y           -  -5,067,512.172 (meters)                     COMP
 AH4245  Z           -   3,769,478.691 (meters)                     COMP
 AH4245  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AH4245  ELLIP HEIGHT-         287.914 (meters)          (02/10/07) ADJUSTED
 AH4245  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AH4245  DYNAMIC HT  -         320.868 (meters)    1052.71  (feet)  COMP
 AH4245
 AH4245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4245  Type    PID    Designation                      North   East  Ellip
 AH4245  -------------------------------------------------------------------
 AH4245  NETWORK AH4245 20 JS 15                          0.63   0.59   1.31
 AH4245  -------------------------------------------------------------------
 AH4245  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 AH4245
 AH4245  VERT ORDER  -  SECOND    CLASS II
 AH4245
 AH4245.The horizontal coordinates were established by GPS observations
 AH4245.and adjusted by the National Geodetic Survey in February 2007.
 AH4245
 AH4245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4245.The horizontal coordinates are valid at the epoch date displayed above.
 AH4245.The epoch date for horizontal control is a decimal equivalence
 AH4245.of Year/Month/Day.
 AH4245
 AH4245.The orthometric height was determined by differential leveling
 AH4245.and adjusted in July 1999.
 AH4245
 AH4245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4245
 AH4245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4245
 AH4245.The ellipsoidal height was determined by GPS observations
 AH4245.and is referenced to NAD 83.
 AH4245
 AH4245.The geoid height was determined by GEOID03.
 AH4245
 AH4245.The dynamic height is computed by dividing the NAVD 88
 AH4245.geopotential number by the normal gravity value computed on the
 AH4245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4245.degrees latitude (g = 980.6199 gals.).
 AH4245
 AH4245.The modeled gravity was interpolated from observed gravity values.
 AH4245
 AH4245;                    North         East     Units Scale Factor Converg.
 AH4245;SPC NC       -   301,765.952   463,882.541   MT  1.00009485   -0 56 17.6
 AH4245;SPC NC       -   990,043.79  1,521,921.30   sFT  1.00009485   -0 56 17.6
 AH4245;UTM  17      - 4,034,964.285   533,551.089   MT  0.99961387   +0 13 21.1
 AH4245
 AH4245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4245!SPC NC       -   0.99995482  x   1.00009485  =   1.00004966
 AH4245!UTM  17      -   0.99995482  x   0.99961387  =   0.99956870
 AH4245
 AH4245                          SUPERSEDED SURVEY CONTROL
 AH4245
 AH4245  NAD 83(2001)-  36 27 33.66367(N)    080 37 31.99908(W) AD(       ) 1
 AH4245  ELLIP H (03/13/03)  287.864  (m)                       GP(       ) 4 2
 AH4245  NAD 83(1986)-  36 27 33.67093(N)    080 37 32.00417(W) AD(       ) 1
 AH4245  NGVD 29 (10/14/98)  321.34   (m)         1054.3    (f) LEVELING    3  
 AH4245
 AH4245.Superseded values are not recommended for survey control.
 AH4245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4245.See file dsdata.txt to determine how the superseded data were derived.
 AH4245
 AH4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3355134964(NAD 83)
 AH4245_MARKER: DD = SURVEY DISK
 AH4245_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4245_STAMPING: 20 JS 15 1962
 AH4245_MARK LOGO: NCSHC 
 AH4245_PROJECTION: FLUSH
 AH4245_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4245+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1995
 AH4245
 AH4245  HISTORY     - Date     Condition        Report By
 AH4245  HISTORY     - 1962     MONUMENTED       NCGS
 AH4245  HISTORY     - 19950330 GOOD             NCGS
 AH4245  HISTORY     - 19950330 GOOD             NCGS
 AH4245
 AH4245                          STATION DESCRIPTION
 AH4245
 AH4245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4245'STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) SOUTH-SOUTHEAST OF MT
 AH4245'AIRY. PROCEED ALONG US 601-ROCKFORD STREET FOR 1.4 MI (2.3 KM)
 AH4245'SOUTH-SOUTHWEST FROM US 52 BY-PASS IN MT. AIRY, THENCE SOUTHEAST FOR
 AH4245'0.1 MI (0.2 KM) ALONG SR 1456, THENCE SOUTH FOR 0.5 MI (0.8 KM) ALONG
 AH4245'SR 2258-OLD HWY 601 TO A PAVED DRIVEWAY AND STATION ACROSS FROM JOHNNY
 AH4245'C. JOHNSON, INC., NEAR POWER POLE. MARK IS ABOUT LEVEL WITH ROAD AND
 AH4245'PROJECTS 2 INCHES ABOVE THE GROUND. LOCATED 28.0 FT (8.5 M)
 AH4245'EAST-SOUTHEAST OF THE CENTERLINE OF SR 2258, 12.0 FT (3.7 M)
 AH4245'SOUTH-SOUTHWEST OF THE CENTERLINE OF DRIVEWAY, 31.0 FT (9.4 M)
 AH4245'SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF DRIVE AND SR 2258
 AH4245'AND 5.5 FT (1.7 M) NORTH-NORTHEAST OF A POWER POLE, 64.9 FT (19.8 M)
 AH4245'EAST OF A POWER POLE ACROSS ROAD, 131.8 FT (40.2 M) SOUTH-SOUTHWEST OF
 AH4245'A POWER POLE--ALL WITH REFERENCE TAGS.
 AH4245
 AH4245                          STATION RECOVERY (1995)
 AH4245
 AH4245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4245'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4115 ***********************************************************************
 AH4115  DESIGNATION -  20 JS 4
 AH4115  PID         -  AH4115
 AH4115  STATE/COUNTY-  NC/SURRY
 AH4115  USGS QUAD   -  DOBSON (1994)
 AH4115
 AH4115                         *CURRENT SURVEY CONTROL
 AH4115  ___________________________________________________________________
 AH4115* NAD 83(2001)-  36 23 15.41542(N)    080 42 00.21441(W)     ADJUSTED  
 AH4115* NAVD 88     -       350.41   (+/-2cm)    1149.6    (feet)  VERTCON   
 AH4115  ___________________________________________________________________
 AH4115  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AH4115  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH4115  HORZ ORDER  -  SECOND
 AH4115  VERT ORDER  -  THIRD ? (See Below)
 AH4115
 AH4115.The horizontal coordinates were established by classical geodetic methods
 AH4115.and adjusted by the National Geodetic Survey in August 2005.
 AH4115
 AH4115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4115.The vertical order pertains to the NGVD 29 superseded value.
 AH4115
 AH4115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4115
 AH4115.The geoid height was determined by GEOID03.
 AH4115
 AH4115;                    North         East     Units Scale Factor Converg.
 AH4115;SPC NC       -   293,918.080   457,068.106   MT  1.00006916   -0 58 52.4
 AH4115;SPC NC       -   964,296.23  1,499,564.28   sFT  1.00006916   -0 58 52.4
 AH4115;UTM  17      - 4,026,983.831   526,900.048   MT  0.99960892   +0 10 40.6
 AH4115
 AH4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4115!SPC NC       -   0.99995025  x   1.00006916  =   1.00001940
 AH4115!UTM  17      -   0.99995025  x   0.99960892  =   0.99955919
 AH4115
 AH4115                          SUPERSEDED SURVEY CONTROL
 AH4115
 AH4115  NAD 83(1986)-  36 23 15.42303(N)    080 42 00.22019(W) AD(       ) 2
 AH4115  NGVD 29 (12/22/97)  350.57   (m)         1150.2    (f) LEVELING    3  
 AH4115
 AH4115.Superseded values are not recommended for survey control.
 AH4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4115.See file dsdata.txt to determine how the superseded data were derived.
 AH4115
 AH4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2690026984(NAD 83)
 AH4115_MARKER: DD = SURVEY DISK
 AH4115_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4115_STAMPING: 20 JS 4 1962
 AH4115_MARK LOGO: NCSHC 
 AH4115_PROJECTION: FLUSH
 AH4115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4115
 AH4115  HISTORY     - Date     Condition        Report By
 AH4115  HISTORY     - 1962     MONUMENTED       NCSHC
 AH4115  HISTORY     - 19860505 GOOD             NCGS
 AH4115
 AH4115                          STATION DESCRIPTION
 AH4115
 AH4115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4115'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) EAST-SOUTHEAST OF DOBSON.
 AH4115'ALONG SR 1100 FOR 0.8 KM (0.50 MI) SOUTHEAST FROM THE US 601 BYPASS,
 AH4115'IN THE EDGE OF THE YARD OF SHERMAN TAYLOR. MARK IS FLUSH WITH GROUND
 AH4115'AND LEVEL WITH ROAD.  LOCATED 5.6 M (18.4 FT) EAST-NORTHEAST OF THE
 AH4115'CENTERLINE OF THE ROAD, 29.5 M (96.8 FT) NORTH OF THE NORTH END OF A
 AH4115'DRIVE CULVERT, 16.1 M (52.8 FT) WEST-NORTHWEST OF THE NORTHWET CORNER
 AH4115'OF A BRICK RESIDENCE, AND 30.7 M (100.7 FT) NORTH-NORTHWEST OF A
 AH4115'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A TRANSFORMER AND A
 AH4115'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4044 ***********************************************************************
 AH4044  DESIGNATION -  20 JS 7
 AH4044  PID         -  AH4044
 AH4044  STATE/COUNTY-  NC/SURRY
 AH4044  USGS QUAD   -  DOBSON (1994)
 AH4044
 AH4044                         *CURRENT SURVEY CONTROL
 AH4044  ___________________________________________________________________
 AH4044* NAD 83(2001)-  36 24 38.59392(N)    080 41 36.44718(W)     ADJUSTED  
 AH4044* NAVD 88     -       313.77   (+/-2cm)    1029.4    (feet)  VERTCON   
 AH4044  ___________________________________________________________________
 AH4044  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AH4044  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AH4044  HORZ ORDER  -  SECOND
 AH4044  VERT ORDER  -  THIRD (See Below)
 AH4044
 AH4044.The horizontal coordinates were established by classical geodetic methods
 AH4044.and adjusted by the National Geodetic Survey in August 2005.
 AH4044
 AH4044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4044.The vertical order pertains to the NGVD 29 superseded value.
 AH4044
 AH4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4044
 AH4044.The geoid height was determined by GEOID03.
 AH4044
 AH4044;                    North         East     Units Scale Factor Converg.
 AH4044;SPC NC       -   296,471.664   457,704.134   MT  1.00007726   -0 58 38.7
 AH4044;SPC NC       -   972,674.12  1,501,650.98   sFT  1.00007726   -0 58 38.7
 AH4044;UTM  17      - 4,029,548.570   527,484.012   MT  0.99960931   +0 10 55.0
 AH4044
 AH4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4044!SPC NC       -   0.99995599  x   1.00007726  =   1.00003325
 AH4044!UTM  17      -   0.99995599  x   0.99960931  =   0.99956532
 AH4044
 AH4044                          SUPERSEDED SURVEY CONTROL
 AH4044
 AH4044  NAD 83(1986)-  36 24 38.60131(N)    080 41 36.45283(W) AD(       ) 2
 AH4044  NGVD 29 (12/22/97)  313.93   (m)         1030.0    (f) LEVELING    3  
 AH4044
 AH4044.Superseded values are not recommended for survey control.
 AH4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4044.See file dsdata.txt to determine how the superseded data were derived.
 AH4044
 AH4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2748429549(NAD 83)
 AH4044_MARKER: DD = SURVEY DISK
 AH4044_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4044_STAMPING: 20 JS 7 1962
 AH4044_MARK LOGO: NCSHC 
 AH4044_PROJECTION: FLUSH
 AH4044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4044+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1995
 AH4044
 AH4044  HISTORY     - Date     Condition        Report By
 AH4044  HISTORY     - 1962     MONUMENTED       NCGS
 AH4044  HISTORY     - 19951106 GOOD             NCGS
 AH4044
 AH4044                          STATION DESCRIPTION
 AH4044
 AH4044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4044'STATION IS LOCATED 1.95 MI (3.14 KM) NORTHEAST OF DOBSON. ALONG SR
 AH4044'2258-OLD US 601 FOR 2.5 MI (4.0 KM) NORTH FROM THE COURTHOUSE IN
 AH4044'DOBSON, AT US 601 BYPASS, IN THE SOUTHEAST QUADRANT, AT THE NORTHWEST
 AH4044'CORNER OF THE YARD AT HOUSE NO 2461. MARK IS ABOUT 15-FEET LOWER THAN
 AH4044'US 601 AND FLUSH WITH THE GROUND. LOCATED 98.5 FT (30.0 M)
 AH4044'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 2258 (SLOPE DISTANCE), 162.0
 AH4044'FT (49.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF US 601, 33.0 FT (10.1
 AH4044'M) SOUTH-SOUTHWEST OF A RIGHT OF WAY FENCE, 61.0 FT (18.6 M) NORTHEAST
 AH4044'OF THE NORTHERN BRICK COLUMN AT THE WEST END OF A SIDEWALK, 106.7 FT
 AH4044'(32.5 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 AH4044'RESIDENCE AND 19.0 FT (5.8 M) NORTH-NORTHWEST OF A 24-INCH PINE WITH A
 AH4044'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4209 ***********************************************************************
 AH4209  DESIGNATION -  20 JS XVIII
 AH4209  PID         -  AH4209
 AH4209  STATE/COUNTY-  NC/SURRY
 AH4209  USGS QUAD   -  DOBSON (1994)
 AH4209
 AH4209                         *CURRENT SURVEY CONTROL
 AH4209  ___________________________________________________________________
 AH4209* NAD 83(2001)-  36 26 20.05414(N)    080 39 15.26177(W)     ADJUSTED  
 AH4209* NAVD 88     -       389.384  (meters)    1277.50   (feet)  ADJUSTED  
 AH4209  ___________________________________________________________________
 AH4209  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AH4209  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AH4209  DYNAMIC HT  -         389.020 (meters)    1276.31  (feet)  COMP
 AH4209  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 AH4209
 AH4209  HORZ ORDER  -  SECOND
 AH4209  VERT ORDER  -  SECOND    CLASS II
 AH4209
 AH4209.The horizontal coordinates were established by classical geodetic methods
 AH4209.and adjusted by the National Geodetic Survey in August 2005.
 AH4209
 AH4209.The orthometric height was determined by differential leveling
 AH4209.and adjusted in July 1999.
 AH4209
 AH4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4209
 AH4209.The geoid height was determined by GEOID03.
 AH4209
 AH4209.The dynamic height is computed by dividing the NAVD 88
 AH4209.geopotential number by the normal gravity value computed on the
 AH4209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4209.degrees latitude (g = 980.6199 gals.).
 AH4209
 AH4209.The modeled gravity was interpolated from observed gravity values.
 AH4209
 AH4209;                    North         East     Units Scale Factor Converg.
 AH4209;SPC NC       -   299,539.597   461,273.652   MT  1.00008737   -0 57 17.2
 AH4209;SPC NC       -   982,739.49  1,513,361.97   sFT  1.00008737   -0 57 17.2
 AH4209;UTM  17      - 4,032,686.641   530,989.048   MT  0.99961183   +0 12 19.3
 AH4209
 AH4209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4209!SPC NC       -   0.99994412  x   1.00008737  =   1.00003149
 AH4209!UTM  17      -   0.99994412  x   0.99961183  =   0.99955597
 AH4209
 AH4209                          SUPERSEDED SURVEY CONTROL
 AH4209
 AH4209  NAD 83(1986)-  36 26 20.06155(N)    080 39 15.26753(W) AD(       ) 2
 AH4209  NGVD 29 (12/22/97)  389.54   (m)         1278.0    (f) LEVELING    3  
 AH4209
 AH4209.Superseded values are not recommended for survey control.
 AH4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4209.See file dsdata.txt to determine how the superseded data were derived.
 AH4209
 AH4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3098932687(NAD 83)
 AH4209_MARKER: DD = SURVEY DISK
 AH4209_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4209_STAMPING: 20 JS XVIII 1962
 AH4209_MARK LOGO: NCSHC 
 AH4209_PROJECTION: FLUSH
 AH4209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4209+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH4209
 AH4209  HISTORY     - Date     Condition        Report By
 AH4209  HISTORY     - 1962     MONUMENTED       NCGS
 AH4209  HISTORY     - 19951102 GOOD             NCGS
 AH4209  HISTORY     - 19970515 GOOD             NCGS
 AH4209
 AH4209                          STATION DESCRIPTION
 AH4209
 AH4209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4209'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4209'FOLLOWS. THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF
 AH4209'DOBSON AND 5.0 MI (8.0 KM) SOUTH OF MOUNT AIRY. ALONG SR 2258-OLD US
 AH4209'601 FOR 3.4 MI (5.5 KM) NORTHEAST FROM US 601 (ABOUT 2 MILES (3.2 KM)
 AH4209'NORTHEAST OF DOBSON) TO THE STATION. MARK IS ABOUT LEVEL WITH SR 2258
 AH4209'AND PROJECTS 2 INCHES ABOVE THE GROUND. LOCATED 22.0 FT (6.7 M)
 AH4209'SOUTHEAST OF THE CENTERLINE OF SR 2258, 78.9 FT (24.0 M) NORTH OF THE
 AH4209'NORTH CORNER OF A PORCH, 110.4 FT (33.6 M) WEST OF THE SOUTHWEST
 AH4209'CORNER OF A BARN AND 108.4 FT (33.0 M) SOUTHWEST OF A POWER POLE WITH
 AH4209'TRANSFORMER, 9.3 FT (2.8 M) NORTH OF A POWER POLE--BOTH WITH REFERENCE
 AH4209'TAGS.
 AH4209
 AH4209                          STATION RECOVERY (1997)
 AH4209
 AH4209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH4209'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4638 ***********************************************************************
 FA4638  DESIGNATION -  20 LB 1
 FA4638  PID         -  FA4638
 FA4638  STATE/COUNTY-  NC/DAVIDSON
 FA4638  USGS QUAD   -  LEXINGTON WEST (1994)
 FA4638
 FA4638                         *CURRENT SURVEY CONTROL
 FA4638  ___________________________________________________________________
 FA4638* NAD 83(2001)-  35 50 03.07982(N)    080 16 43.15107(W)     ADJUSTED  
 FA4638* NAVD 88     -       242.92   (+/-2cm)     797.0    (feet)  VERTCON   
 FA4638  ___________________________________________________________________
 FA4638  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 FA4638  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FA4638  HORZ ORDER  -  SECOND
 FA4638  VERT ORDER  -  THIRD ? (See Below)
 FA4638
 FA4638.The horizontal coordinates were established by classical geodetic methods
 FA4638.and adjusted by the National Geodetic Survey in August 2005.
 FA4638
 FA4638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4638.The vertical order pertains to the NGVD 29 superseded value.
 FA4638
 FA4638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4638
 FA4638.The geoid height was determined by GEOID03.
 FA4638
 FA4638;                    North         East     Units Scale Factor Converg.
 FA4638;SPC NC       -   231,947.798   494,084.247   MT  0.99992415   -0 44 16.8
 FA4638;SPC NC       -   760,982.07  1,621,008.07   sFT  0.99992415   -0 44 16.8
 FA4638;UTM  17      - 3,965,797.931   565,149.652   MT  0.99965230   +0 25 20.4
 FA4638
 FA4638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4638!SPC NC       -   0.99996682  x   0.99992415  =   0.99989097
 FA4638!UTM  17      -   0.99996682  x   0.99965230  =   0.99961913
 FA4638
 FA4638                          SUPERSEDED SURVEY CONTROL
 FA4638
 FA4638  NAD 83(1986)-  35 50 03.08860(N)    080 16 43.15642(W) AD(       ) 2
 FA4638  NGVD 29 (02/28/92)  243.13   (m)          797.7    (f) LEVELING    3  
 FA4638
 FA4638.Superseded values are not recommended for survey control.
 FA4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4638.See file dsdata.txt to determine how the superseded data were derived.
 FA4638
 FA4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6515065798(NAD 83)
 FA4638_MARKER: DE = TRAVERSE STATION DISK
 FA4638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA4638_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4638+STABILITY: SURFACE MOTION
 FA4638
 FA4638  HISTORY     - Date     Condition        Report By
 FA4638  HISTORY     - 1983     MONUMENTED       NCGS
 FA4638
 FA4638                          STATION DESCRIPTION
 FA4638
 FA4638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4638'THE STATION IS LOCATED ABOUT 1.6 MI WEST-NORTHWEST OF LEXINGTON.
 FA4638'
 FA4638'ALONG US 64 FOR 0.45 MI WEST FROM THE OVERPASS OF THE US 29-52-70
 FA4638'BYPASS, AT THE SR 1237 BRIDGE OVER US 64.
 FA4638'
 FA4638'THE STATION IS A STANDARD NCDOT DISK STAMPED---20 LB 1 1976---, SET
 FA4638'INTO THE TOP OF A SQUARE CONCRETE POST 6 INCHES ON A SIDE FLUSH WITH
 FA4638'GROUND.  LOCATED 15.5 FT WEST OF THE CENTERLINE OF THE ROAD, 1.0 FT
 FA4638'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, AND 1.3 FT
 FA4638'NORTH-NORTHEAST OF THE EDGE OF THE NORTHWEST WINGWALL.
 FA4638'
 FA4638'MARK IS LEVEL WITH ROAD AND IS AN NCDOT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4639 ***********************************************************************
 FA4639  DESIGNATION -  20 LB 6
 FA4639  PID         -  FA4639
 FA4639  STATE/COUNTY-  NC/DAVIDSON
 FA4639  USGS QUAD   -  MIDWAY (1994)
 FA4639
 FA4639                         *CURRENT SURVEY CONTROL
 FA4639  ___________________________________________________________________
 FA4639* NAD 83(2001)-  35 53 05.13226(N)    080 14 50.38114(W)     ADJUSTED  
 FA4639* NAVD 88     -       248.48   (+/-2cm)     815.2    (feet)  VERTCON   
 FA4639  ___________________________________________________________________
 FA4639  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 FA4639  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA4639  HORZ ORDER  -  SECOND
 FA4639  VERT ORDER  -  THIRD ? (See Below)
 FA4639
 FA4639.The horizontal coordinates were established by classical geodetic methods
 FA4639.and adjusted by the National Geodetic Survey in August 2005.
 FA4639
 FA4639.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4639.The vertical order pertains to the NGVD 29 superseded value.
 FA4639
 FA4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4639
 FA4639.The geoid height was determined by GEOID03.
 FA4639
 FA4639;                    North         East     Units Scale Factor Converg.
 FA4639;SPC NC       -   237,522.028   496,984.576   MT  0.99993350   -0 43 11.7
 FA4639;SPC NC       -   779,270.19  1,630,523.56   sFT  0.99993350   -0 43 11.7
 FA4639;UTM  17      - 3,971,428.226   567,935.704   MT  0.99965687   +0 26 28.3
 FA4639
 FA4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4639!SPC NC       -   0.99996598  x   0.99993350  =   0.99989948
 FA4639!UTM  17      -   0.99996598  x   0.99965687  =   0.99962286
 FA4639
 FA4639                          SUPERSEDED SURVEY CONTROL
 FA4639
 FA4639  NAD 83(1986)-  35 53 05.14052(N)    080 14 50.38913(W) AD(       ) 2
 FA4639  NGVD 29 (02/28/92)  248.69   (m)          815.9    (f) LEVELING    3  
 FA4639
 FA4639.Superseded values are not recommended for survey control.
 FA4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4639.See file dsdata.txt to determine how the superseded data were derived.
 FA4639
 FA4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6793671428(NAD 83)
 FA4639_MARKER: DE = TRAVERSE STATION DISK
 FA4639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4639+STABILITY: SURFACE MOTION
 FA4639
 FA4639  HISTORY     - Date     Condition        Report By
 FA4639  HISTORY     - 1982     MONUMENTED       NCGS
 FA4639  HISTORY     - 1987     GOOD             USPSQD
 FA4639
 FA4639                          STATION DESCRIPTION
 FA4639
 FA4639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA4639'THE STATION IS LOCATED ABOUT 1.8 MI SOUTH OF WELCOME AND 4.1 MI
 FA4639'NORTH OF LEXINGTON.
 FA4639'
 FA4639'ALONG US 52 AND NC 8 FOR 1.8 MI SOUTH FROM THE POST OFFICE (IN
 FA4639'WELCOME), AND 0.1 MI SOUTH FROM THE INTERSECTION WITH SR 1827.
 FA4639'
 FA4639'THE STATION IS A STANDARD NCDOT DISK STAMPED---20 LB 6 1976---, SET
 FA4639'INTO THE TOP OF A SQUARE CONCRETE POST 6 INCHES ON A SIDE FLUSH WITH
 FA4639'GROUND.  LOCATED 26.0 FT EAST OF THE CENTERLINE OF THE HIGHWAY,
 FA4639'21.0 FT SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY, 64.1 FT
 FA4639'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME 1-STORY
 FA4639'HOUSE--AND 3.6 FT SOUTHWEST OF A SERVICE POLE, 70.5 FT NORTH OF A
 FA4639'POWER POLE (28)--BOTH WITH REFERENCE TAGS.
 FA4639'
 FA4639'STATION IS NCDOT BENCH MARK.
 FA4639
 FA4639                          STATION RECOVERY (1987)
 FA4639
 FA4639'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA4639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2002 ***********************************************************************
 EY2002  DESIGNATION -  20 MEA
 EY2002  PID         -  EY2002
 EY2002  STATE/COUNTY-  NC/PITT
 EY2002  USGS QUAD   -  GARDNERVILLE (1983)
 EY2002
 EY2002                         *CURRENT SURVEY CONTROL
 EY2002  ___________________________________________________________________
 EY2002* NAD 83(1986)-  35 27 34.     (N)    077 19 24.     (W)     SCALED    
 EY2002* NAVD 88     -        13.374  (meters)      43.88   (feet)  ADJUSTED  
 EY2002  ___________________________________________________________________
 EY2002  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 EY2002  DYNAMIC HT  -          13.363 (meters)      43.84  (feet)  COMP
 EY2002  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 EY2002
 EY2002  VERT ORDER  -  SECOND    CLASS II
 EY2002
 EY2002.The horizontal coordinates were scaled from a topographic map and have
 EY2002.an estimated accuracy of +/- 6 seconds.
 EY2002
 EY2002.The orthometric height was determined by differential leveling
 EY2002.and adjusted in June 1991.
 EY2002
 EY2002.The geoid height was determined by GEOID03.
 EY2002
 EY2002.The dynamic height is computed by dividing the NAVD 88
 EY2002.geopotential number by the normal gravity value computed on the
 EY2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2002.degrees latitude (g = 980.6199 gals.).
 EY2002
 EY2002.The modeled gravity was interpolated from observed gravity values.
 EY2002
 EY2002;                    North         East    Units  Estimated Accuracy
 EY2002;SPC NC       -   190,910.      761,780.      MT  (+/- 180 meters Scaled)
 EY2002
 EY2002                          SUPERSEDED SURVEY CONTROL
 EY2002
 EY2002.No superseded survey control is available for this station.
 EY2002
 EY2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE891264(NAD 83)
 EY2002_MARKER: DB = BENCH MARK DISK
 EY2002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY2002_SP_SET: HEADWALL
 EY2002_STAMPING: 20 MEA 1978 45 FT
 EY2002_MARK LOGO: USGS  
 EY2002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2002+STABILITY: SURFACE MOTION
 EY2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2002+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY2002
 EY2002  HISTORY     - Date     Condition        Report By
 EY2002  HISTORY     - 1978     MONUMENTED       USGS
 EY2002  HISTORY     - 1981     GOOD             NCGS
 EY2002  HISTORY     - 1989     GOOD             USPSQD
 EY2002  HISTORY     - 1989     GOOD             USPSQD
 EY2002  HISTORY     - 19890715 GOOD             USPSQD
 EY2002  HISTORY     - 20010522 GOOD             NCGS
 EY2002  HISTORY     - 20040314 GOOD             USPSQD
 EY2002
 EY2002                          STATION DESCRIPTION
 EY2002
 EY2002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY2002'5.3 MI ESE FROM AYDEN.
 EY2002'5.6 MILES EAST-SOUTHEAST ALONG NC 102 FROM THE RAILROAD CROSSING IN
 EY2002'AYDEN, 0.7 MILE SOUTHEAST OF BEREAN BAPTIST CHURCH, IN NORTHWEST
 EY2002'CORNER OF 6-FOOT HEADWALL, 19.0 FEET NORTHEAST OF CENTERLINE OF
 EY2002'HIGHWAY, 2.7 FEET SOUTHEAST OF NORTHWEST END OF HEADWALL, 38.0 FEET
 EY2002'WEST OF POWER POLE WITH ALUMINUM REFERENCE TAG.
 EY2002'THE MARK IS 1.8 FT BELOW CENTERLINE OF HIGHWAY.
 EY2002
 EY2002                          STATION RECOVERY (1989)
 EY2002
 EY2002'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2002'RECOVERED IN GOOD CONDITION.
 EY2002
 EY2002                          STATION RECOVERY (1989)
 EY2002
 EY2002'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2002'RECOVERED IN GOOD CONDITION.
 EY2002
 EY2002                          STATION RECOVERY (1989)
 EY2002
 EY2002'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY2002'RECOVERED IN GOOD CONDITION.
 EY2002
 EY2002                          STATION RECOVERY (2001)
 EY2002
 EY2002'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2002'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 EY2002'LOCATED IN THE CENTER ON THE NORTHWEST SIDE OF CULVERT.
 EY2002
 EY2002                          STATION RECOVERY (2004)
 EY2002
 EY2002'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2002'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5082 ***********************************************************************
 AH5082  DESIGNATION -  20 MEA
 AH5082  PID         -  AH5082
 AH5082  STATE/COUNTY-  NC/SAMPSON
 AH5082  USGS QUAD   -  BEARSKIN (1986)
 AH5082
 AH5082                         *CURRENT SURVEY CONTROL
 AH5082  ___________________________________________________________________
 AH5082* NAD 83(2001)-  35 07 13.73975(N)    078 24 56.18169(W)     ADJUSTED  
 AH5082* NAVD 88     -        54.60   (meters)     179.1    (feet)  LEVELING  
 AH5082  ___________________________________________________________________
 AH5082  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH5082  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AH5082  HORZ ORDER  -  SECOND
 AH5082  VERT ORDER  -  THIRD
 AH5082
 AH5082.The horizontal coordinates were established by classical geodetic methods
 AH5082.and adjusted by the National Geodetic Survey in August 2005.
 AH5082
 AH5082.The orthometric height was determined by differential leveling.
 AH5082.The vertical network tie was performed by a horz. field party for horz.
 AH5082.obs reductions. Reset procedures were used to establish the elevation.
 AH5082
 AH5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5082
 AH5082.The geoid height was determined by GEOID03.
 AH5082
 AH5082;                    North         East     Units Scale Factor Converg.
 AH5082;SPC NC       -   152,184.403   662,864.205   MT  0.99987520   +0 20 14.3
 AH5082;SPC NC       -   499,291.66  2,174,746.98   sFT  0.99987520   +0 20 14.3
 AH5082;UTM  17      - 3,889,461.254   735,511.249   MT  1.00028362   +1 29 14.9
 AH5082
 AH5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5082!SPC NC       -   0.99999682  x   0.99987520  =   0.99987202
 AH5082!UTM  17      -   0.99999682  x   1.00028362  =   1.00028043
 AH5082
 AH5082                          SUPERSEDED SURVEY CONTROL
 AH5082
 AH5082  NAD 83(1986)-  35 07 13.74628(N)    078 24 56.18990(W) AD(       ) 2
 AH5082
 AH5082.Superseded values are not recommended for survey control.
 AH5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5082.See file dsdata.txt to determine how the superseded data were derived.
 AH5082
 AH5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3551189461(NAD 83)
 AH5082_MARKER: DB = BENCH MARK DISK
 AH5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5082_STAMPING: 20 MEA 1980 180
 AH5082_MARK LOGO: USGS  
 AH5082_PROJECTION: FLUSH
 AH5082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5082+STABILITY: SURFACE MOTION
 AH5082
 AH5082  HISTORY     - Date     Condition        Report By
 AH5082  HISTORY     - 1980     MONUMENTED       USGS
 AH5082  HISTORY     - 19861210 GOOD             NCGS
 AH5082
 AH5082                          STATION DESCRIPTION
 AH5082
 AH5082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5082'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF SPIVEYS CORNER.
 AH5082'ALONG US 421 FOR 2.85 MI (4.59 KM) SOUTHEAST FROM NC 242 (SOUTHEAST OF
 AH5082'SPIVEYS CORNER), AT ST 1338 (BEAMANS CROSSROADS). MARK PROJECTS 2
 AH5082'INCHES ABOVE GROUND.  LOCATED 53.0 FT (16.2 M) EAST OF THE CENTERLINE
 AH5082'OF THE HIGHWAY, 1.5 FT (0.5 M) EAST OF A METAL WITNESS POST, 46.9 FT
 AH5082'(14.3 M) NORTH OF NCGS STATION--BEAMANS 1986--, AND 2.7 FT (0.8 M)
 AH5082'SOUTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8667 ***********************************************************************
 DF8667  DESIGNATION -  20 MEA
 DF8667  PID         -  DF8667
 DF8667  STATE/COUNTY-  NC/PERQUIMANS
 DF8667  USGS QUAD   -  CHAPANOKE (1982)
 DF8667
 DF8667                         *CURRENT SURVEY CONTROL
 DF8667  ___________________________________________________________________
 DF8667* NAD 83(1986)-  36 21 40.41233(N)    076 26 57.48292(W)     ADJUSTED  
 DF8667* NAVD 88     -         3.87   (meters)      12.7    (feet)  LEVELING  
 DF8667  ___________________________________________________________________
 DF8667  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 DF8667  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 DF8667  HORZ ORDER  -  THIRD
 DF8667  VERT ORDER  -  THIRD
 DF8667
 DF8667.The horizontal coordinates were established by classical geodetic methods
 DF8667.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003.
 DF8667
 DF8667.The orthometric height was determined by differential leveling.
 DF8667.The vertical network tie was performed by a horz. field party for horz.
 DF8667.obs reductions. Reset procedures were used to establish the elevation.
 DF8667
 DF8667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8667
 DF8667.The geoid height was determined by GEOID03.
 DF8667
 DF8667;                    North         East     Units Scale Factor Converg.
 DF8667;SPC NC       -   292,624.486   838,516.852   MT  1.00006011   +1 28 19.9
 DF8667;SPC NC       -   960,052.17  2,751,034.04   sFT  1.00006011   +1 28 19.9
 DF8667;UTM  18      - 4,024,989.989   369,972.098   MT  0.99980831   -0 51 33.7
 DF8667
 DF8667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8667!SPC NC       -   1.00000515  x   1.00006011  =   1.00006526
 DF8667!UTM  18      -   1.00000515  x   0.99980831  =   0.99981346
 DF8667
 DF8667                          SUPERSEDED SURVEY CONTROL
 DF8667
 DF8667.No superseded survey control is available for this station.
 DF8667
 DF8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6997224990(NAD 83)
 DF8667_MARKER: DV = VERTICAL CONTROL DISK
 DF8667_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8667_STAMPING: 20 MEA 1976 14
 DF8667_MARK LOGO: USGS  
 DF8667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8667+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 DF8667
 DF8667  HISTORY     - Date     Condition        Report By
 DF8667  HISTORY     - 1976     MONUMENTED       USGS
 DF8667  HISTORY     - 19940112 GOOD             NCGS
 DF8667
 DF8667                          STATION DESCRIPTION
 DF8667
 DF8667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8667'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.
 DF8667'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF NICANOR ON SR
 DF8667'1001.
 DF8667'ALONG SR 1001 (TURNPIKE ROAD) FOR 0.25 MI (0.40 KM) SOUTHWEST FROM
 DF8667'PASQUOTANK/PERQUIMANS COUNTY LINE, AT FIELD ROAD LEFT.
 DF8667'MARK IS SET IN A CONCRETE POST ABOUT 3-FEET LOWER THAN THE ROAD, AND
 DF8667'PROJECTING 2 INCHES ABOVE GROUND. LOCATED 65.0 FT (19.8 M) NORTH OF
 DF8667'THE INTERSECTION OF FIELD ROAD AND SR 1001, 31.0 FT (9.4 M) NORTHWEST
 DF8667'OF THE CENTERLINE OF SR 1001, 2.5 FT (0.8 M) NORTHEAST OF A POWER POLE
 DF8667'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6924 ***********************************************************************
 DG6924  DESIGNATION -  20 MEA
 DG6924  PID         -  DG6924
 DG6924  STATE/COUNTY-  NC/FRANKLIN
 DG6924  USGS QUAD   -  GOLD SAND (1981)
 DG6924
 DG6924                         *CURRENT SURVEY CONTROL
 DG6924  ___________________________________________________________________
 DG6924* NAD 83(2007)-  36 13 51.29200(N)    078 13 20.62976(W)     ADJUSTED  
 DG6924* NAVD 88     -       120.75   (meters)     396.2    (feet)  LEVELING  
 DG6924  ___________________________________________________________________
 DG6924  EPOCH DATE  -        2002.00
 DG6924  X           -   1,051,381.339 (meters)                     COMP
 DG6924  Y           -  -5,042,524.933 (meters)                     COMP
 DG6924  Z           -   3,748,941.946 (meters)                     COMP
 DG6924  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 DG6924  ELLIP HEIGHT-          87.324 (meters)          (02/10/07) ADJUSTED
 DG6924  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DG6924
 DG6924  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6924  Type    PID    Designation                      North   East  Ellip
 DG6924  -------------------------------------------------------------------
 DG6924  NETWORK DG6924 20 MEA                            1.00   0.78   2.12
 DG6924  -------------------------------------------------------------------
 DG6924  VERT ORDER  -  THIRD ?
 DG6924
 DG6924.The horizontal coordinates were established by GPS observations
 DG6924.and adjusted by the National Geodetic Survey in February 2007.
 DG6924
 DG6924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6924.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6924.The horizontal coordinates are valid at the epoch date displayed above.
 DG6924.The epoch date for horizontal control is a decimal equivalence
 DG6924.of Year/Month/Day.
 DG6924
 DG6924.The orthometric height was determined by differential leveling.
 DG6924.The vertical network tie was performed by a horz. field party for horz.
 DG6924.obs reductions. Reset procedures were used to establish the elevation.
 DG6924
 DG6924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6924
 DG6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6924
 DG6924.The ellipsoidal height was determined by GPS observations
 DG6924.and is referenced to NAD 83.
 DG6924
 DG6924.The geoid height was determined by GEOID03.
 DG6924
 DG6924;                    North         East     Units Scale Factor Converg.
 DG6924;SPC NC       -   275,496.706   679,508.379   MT  1.00001856   +0 26 55.7
 DG6924;SPC NC       -   903,858.78  2,229,353.74   sFT  1.00001856   +0 26 55.7
 DG6924;UTM  17      - 4,013,138.740   749,636.619   MT  1.00036791   +1 38 33.1
 DG6924
 DG6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6924!SPC NC       -   0.99998630  x   1.00001856  =   1.00000485
 DG6924!UTM  17      -   0.99998630  x   1.00036791  =   1.00035420
 DG6924
 DG6924:                Primary Azimuth Mark                     Grid Az
 DG6924:SPC NC       -  ALERT                                    084 57 48.9
 DG6924:UTM  17      -  ALERT                                    083 46 11.5
 DG6924
 DG6924|---------------------------------------------------------------------|
 DG6924| PID    Reference Object                     Distance      Geod. Az  |
 DG6924|                                                           dddmmss.s |
 DG6924| DG6916 ALERT                               472.746 METERS 0852444.6 |
 DG6924|---------------------------------------------------------------------|
 DG6924
 DG6924                          SUPERSEDED SURVEY CONTROL
 DG6924
 DG6924  NAD 83(1986)-  36 13 51.29387(N)    078 13 20.64006(W) AD(       ) 1
 DG6924  NAD 83(2001)-  36 13 51.29332(N)    078 13 20.62928(W) AD(       ) 1
 DG6924  ELLIP H (07/14/04)   87.303  (m)                       GP(       ) 4 2
 DG6924
 DG6924.Superseded values are not recommended for survey control.
 DG6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6924.See file dsdata.txt to determine how the superseded data were derived.
 DG6924
 DG6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4963713139(NAD 83)
 DG6924_MARKER: DB = BENCH MARK DISK
 DG6924_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6924_STAMPING: 20 MEA 1971 397
 DG6924_MARK LOGO: USGS  
 DG6924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6924+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2000
 DG6924
 DG6924  HISTORY     - Date     Condition        Report By
 DG6924  HISTORY     - 1971     MONUMENTED       USGS
 DG6924  HISTORY     - 20000515 GOOD             NCGS
 DG6924
 DG6924                          STATION DESCRIPTION
 DG6924
 DG6924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6924'STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHEAST OF
 DG6924'LOUISBURG, 7.3 MI (11.7 KM) WEST-NORTHWEST OF CENTERVILLE, AND IN THE
 DG6924'ALERT COMMUNITY AT THE MOUNTAIN GROVE CHURCH.  ON THE WEST SIDE OF THE
 DG6924'INTERSECTION OF SR 1407 (SCHLOSS ROAD) AND SR 1412 (PETE SMITH ROAD),
 DG6924'IN THE FRONT YARD OF THE CHURCH. NOTE---THE TOP OF THE CONCRETE POST
 DG6924'WAS FOUND FRACTURED AND WAS REINFORCED WITH A CONCRETE COLLAR THIS
 DG6924'DATE. MARK IS ABOUT 1-FOOT HIGHER THAN SR 1412 AND PROJECTS 3-INCHES.
 DG6924'LOCATED 41.0 FT (12.5 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 1412,
 DG6924'47.3 FT (14.4 M) WEST-SOUTHWEST OF A RAILROAD SPIKE IN THE CENTERLINE
 DG6924'INTERSECTION OF SR 1407 AND SR 1412, 10.2 FT (3.1 M) SOUTH-SOUTHWEST
 DG6924'OF THE SOUTHERN END OF A BRICK CHURCH SIGN, AND 3.5 FT (1.1 M) WEST OF
 DG6924'POWER POLE (20KS) WITH FOUR GUYWIRES, A TRANSFORMER AND A REFERENCE
 DG6924'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0500 ***********************************************************************
 AI0500  DESIGNATION -  20 TTA 97 104
 AI0500  PID         -  AI0500
 AI0500  STATE/COUNTY-  NC/ROBESON
 AI0500  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 AI0500
 AI0500                         *CURRENT SURVEY CONTROL
 AI0500  ___________________________________________________________________
 AI0500* NAD 83(1986)-  34 43 27.     (N)    079 05 52.     (W)     SCALED    
 AI0500* NAVD 88     -        51.377  (meters)     168.56   (feet)  ADJUSTED  
 AI0500  ___________________________________________________________________
 AI0500  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AI0500  DYNAMIC HT  -          51.328 (meters)     168.40  (feet)  COMP
 AI0500  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 AI0500
 AI0500  VERT ORDER  -  SECOND    CLASS II
 AI0500
 AI0500.The horizontal coordinates were scaled from a topographic map and have
 AI0500.an estimated accuracy of +/- 6 seconds.
 AI0500
 AI0500.The orthometric height was determined by differential leveling
 AI0500.and adjusted in October 1999.
 AI0500
 AI0500.The geoid height was determined by GEOID03.
 AI0500
 AI0500.The dynamic height is computed by dividing the NAVD 88
 AI0500.geopotential number by the normal gravity value computed on the
 AI0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0500.degrees latitude (g = 980.6199 gals.).
 AI0500
 AI0500.The modeled gravity was interpolated from observed gravity values.
 AI0500
 AI0500;                    North         East    Units  Estimated Accuracy
 AI0500;SPC NC       -   108,070.      600,650.      MT  (+/- 180 meters Scaled)
 AI0500
 AI0500                          SUPERSEDED SURVEY CONTROL
 AI0500
 AI0500.No superseded survey control is available for this station.
 AI0500
 AI0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU741441(NAD 83)
 AI0500_MARKER: Z = SEE DESCRIPTION
 AI0500_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0500_STAMPING: 20 TTA 97 104 30TH ENGRS 1942
 AI0500_MARK LOGO: USE   
 AI0500_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0500
 AI0500  HISTORY     - Date     Condition        Report By
 AI0500  HISTORY     - 1942     MONUMENTED       USE
 AI0500  HISTORY     - 19881228 GOOD             NCGS
 AI0500
 AI0500                          STATION DESCRIPTION
 AI0500
 AI0500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0500'STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTHWEST OF LUMBERTON, AND
 AI0500'12.7 KM (7.90 MI) SOUTHEAST OF RED SPRINGS. ALONG NC 211 (4TH AVE) FOR
 AI0500'13.0 KM (8.05 MI) SOUTHEAST FROM MAIN STREET, OR 0.3 KM (0.20 MI)
 AI0500'NORTHWEST OF SR 1770 (PREVATTE) CROSSROADS, ON TOP OF BANK IN
 AI0500'EAST-MOST CORNER OF A YARD. MARK IS A 1 1/2 INCH CAPPED PIPE, 2 FEET
 AI0500'(0.6 M) HIGHER THAN HIGHWAY AND PROJECTING 18 INCHES ABOVE GROUND.
 AI0500'LOCATED 9.60 M (31.50 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 AI0500'45.20 M (148.29 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A DRIVE
 AI0500'CULVERT, AND 11.73 M (38.48 FT) NORTH-NORTHWEST OF A TELEPHONE
 AI0500'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0495 ***********************************************************************
 AI0495  DESIGNATION -  20 TTA 97 123
 AI0495  PID         -  AI0495
 AI0495  STATE/COUNTY-  NC/ROBESON
 AI0495  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 AI0495
 AI0495                         *CURRENT SURVEY CONTROL
 AI0495  ___________________________________________________________________
 AI0495* NAD 83(1986)-  34 38 02.     (N)    079 00 30.     (W)     SCALED    
 AI0495* NAVD 88     -        41.201  (meters)     135.17   (feet)  ADJUSTED  
 AI0495  ___________________________________________________________________
 AI0495  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AI0495  DYNAMIC HT  -          41.161 (meters)     135.04  (feet)  COMP
 AI0495  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 AI0495
 AI0495  VERT ORDER  -  SECOND    CLASS II
 AI0495
 AI0495.The horizontal coordinates were scaled from a topographic map and have
 AI0495.an estimated accuracy of +/- 6 seconds.
 AI0495
 AI0495.The orthometric height was determined by differential leveling
 AI0495.and adjusted in October 1999.
 AI0495
 AI0495.The geoid height was determined by GEOID03.
 AI0495
 AI0495.The dynamic height is computed by dividing the NAVD 88
 AI0495.geopotential number by the normal gravity value computed on the
 AI0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0495.degrees latitude (g = 980.6199 gals.).
 AI0495
 AI0495.The modeled gravity was interpolated from observed gravity values.
 AI0495
 AI0495;                    North         East    Units  Estimated Accuracy
 AI0495;SPC NC       -    98,050.      608,840.      MT  (+/- 180 meters Scaled)
 AI0495
 AI0495                          SUPERSEDED SURVEY CONTROL
 AI0495
 AI0495.No superseded survey control is available for this station.
 AI0495
 AI0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU825342(NAD 83)
 AI0495_MARKER: Z = SEE DESCRIPTION
 AI0495_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0495_STAMPING: 20 TTA 97 123 30TH ENGR NC 43
 AI0495_MARK LOGO: USE   
 AI0495_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0495
 AI0495  HISTORY     - Date     Condition        Report By
 AI0495  HISTORY     - 1943     MONUMENTED       USE
 AI0495  HISTORY     - 19881228 GOOD             NCGS
 AI0495
 AI0495                          STATION DESCRIPTION
 AI0495
 AI0495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0495'STATION IS LOCATED IN DOWNTOWN LUMBERTON AT THE INTERSECTION OF ELM
 AI0495'AND 24TH STREETS, IN THE SOUTHWEST QUADRANT OF THE CROSS STREETS. MARK
 AI0495'IS A CORPS OF ENGINEERS 1 1/2 INCH CAPPED IRON PIPE PROJECTING 2
 AI0495'INCHES ABOVE STREET.  LOCATED 9.6 M (31.5 FT) WEST OF THE CENTERLINE
 AI0495'OF ELM STREET, 0.70 M (2.30 FT) SOUTH OF THE SOUTH CURB OF 24TH
 AI0495'STREET, 2.79 M (9.15 FT) WEST OF A FIRE HYDRANT, AND 3.87 M (12.70 FT)
 AI0495'NORTHWEST OF THE NORTHWEST CORNER OF TRAFFIC SIGNAL BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9419 ***********************************************************************
 DG9419  DESIGNATION -  200 WSM
 DG9419  PID         -  DG9419
 DG9419  STATE/COUNTY-  NC/JONES
 DG9419  USGS QUAD   -  COMFORT (1980)
 DG9419
 DG9419                         *CURRENT SURVEY CONTROL
 DG9419  ___________________________________________________________________
 DG9419* NAD 83(1986)-  35 00 03.     (N)    077 32 53.     (W)     SCALED    
 DG9419* NAVD 88     -        14.969  (meters)      49.11   (feet)  ADJUSTED  
 DG9419  ___________________________________________________________________
 DG9419  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 DG9419  DYNAMIC HT  -          14.955 (meters)      49.06  (feet)  COMP
 DG9419  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 DG9419
 DG9419  VERT ORDER  -  SECOND    CLASS I
 DG9419
 DG9419.The horizontal coordinates were scaled from a topographic map and have
 DG9419.an estimated accuracy of +/- 6 seconds.
 DG9419
 DG9419.The orthometric height was determined by differential leveling
 DG9419.and adjusted in December 2008.
 DG9419
 DG9419.The geoid height was determined by GEOID03.
 DG9419
 DG9419.The dynamic height is computed by dividing the NAVD 88
 DG9419.geopotential number by the normal gravity value computed on the
 DG9419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9419.degrees latitude (g = 980.6199 gals.).
 DG9419
 DG9419.The modeled gravity was interpolated from observed gravity values.
 DG9419
 DG9419;                    North         East    Units  Estimated Accuracy
 DG9419;SPC NC       -   139,720.      742,130.      MT  (+/- 180 meters Scaled)
 DG9419
 DG9419                          SUPERSEDED SURVEY CONTROL
 DG9419
 DG9419  NAVD 88 (09/30/05)   15.015  (m)           49.26   (f) UNKNOWN     2 1
 DG9419
 DG9419.Superseded values are not recommended for survey control.
 DG9419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9419.See file dsdata.txt to determine how the superseded data were derived.
 DG9419
 DG9419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD674761(NAD 83)
 DG9419_MARKER: DB = BENCH MARK DISK
 DG9419_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9419_SP_SET: HEADWALL
 DG9419_STAMPING: 200 WSM 1954
 DG9419_MARK LOGO: USGS  
 DG9419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9419+STABILITY: SURFACE MOTION
 DG9419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9419+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997
 DG9419
 DG9419  HISTORY     - Date     Condition        Report By
 DG9419  HISTORY     - 1954     MONUMENTED       USGS
 DG9419  HISTORY     - 19970514 GOOD             NCGS
 DG9419
 DG9419                          STATION DESCRIPTION
 DG9419
 DG9419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 DG9419'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF RICHLANDS AND 2.9
 DG9419'MI (4.7 KM) WEST OF COMFORT.  ALONG NC 41 FOR 5.4 MI (8.7 KM) EAST
 DG9419'FROM THE INTERSECTION OF US 258 AT HARGETTS CROSSROADS TO THE STATION,
 DG9419'WEST OF THE INTERSECTION OF SR 1137 (HOUSTON RD) , ALSO 2.3 MI (3.7
 DG9419'KM) WESTERLY OF THE POST OFFICE IN COMFORT. 3-FT LOWER THAN NC 41 AND
 DG9419'IS FLUSH WITH THE CONCRETE HEADWALL. LOCATED 26.8 FT (8.2 M)
 DG9419'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 41, 212.0 FT (64.6 M) WEST OF
 DG9419'THE CENTERLINE INTERSECTION OF NC 41 AND SR 1137, AND 80.0 FT (24.4 M)
 DG9419'SOUTHWEST OF A POWER POLE (359) ACROSS NC 41 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4419 ***********************************************************************
 FA4419  DESIGNATION -  201 AZ MK
 FA4419  PID         -  FA4419
 FA4419  STATE/COUNTY-  NC/MECKLENBURG
 FA4419  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 FA4419
 FA4419                         *CURRENT SURVEY CONTROL
 FA4419  ___________________________________________________________________
 FA4419* NAD 83(2001)-  35 30 54.12701(N)    080 56 20.62185(W)     NO CHECK  
 FA4419* NAVD 88     -       238.4    (meters)     782.     (feet)  VERTCON   
 FA4419  ___________________________________________________________________
 FA4419  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 FA4419  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 FA4419  HORZ ORDER  -  THIRD
 FA4419
 FA4419.The horizontal coordinates were established by classical geodetic methods
 FA4419.and adjusted by the National Geodetic Survey in August 2005.
 FA4419.No horizontal observational check was made to the station.
 FA4419
 FA4419.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4419
 FA4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4419
 FA4419.The geoid height was determined by GEOID03.
 FA4419
 FA4419;                    North         East     Units Scale Factor Converg.
 FA4419;SPC NC       -   197,513.951   433,735.873   MT  0.99988311   -1 07 09.0
 FA4419;SPC NC       -   648,010.35  1,423,015.11   sFT  0.99988311   -1 07 09.0
 FA4419;UTM  17      - 3,930,162.659   505,525.660   MT  0.99960038   +0 02 07.4
 FA4419
 FA4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4419!SPC NC       -   0.99996750  x   0.99988311  =   0.99985061
 FA4419!UTM  17      -   0.99996750  x   0.99960038  =   0.99956789
 FA4419
 FA4419                          SUPERSEDED SURVEY CONTROL
 FA4419
 FA4419  NAD 83(1986)-  35 30 54.14080(N)    080 56 20.62978(W) AD(       ) 3
 FA4419  NGVD 29 (11/12/97)  238.6    (m)          783.     (f) VERT ANG    3  
 FA4419
 FA4419.Superseded values are not recommended for survey control.
 FA4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4419.See file dsdata.txt to determine how the superseded data were derived.
 FA4419
 FA4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0552630163(NAD 83)
 FA4419_MARKER: DD = SURVEY DISK
 FA4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4419_SP_SET: CONCRETE POST
 FA4419_STAMPING: 201
 FA4419_MARK LOGO: NC0870
 FA4419_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4419+STABILITY: SURFACE MOTION
 FA4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4419+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1992
 FA4419
 FA4419  HISTORY     - Date     Condition        Report By
 FA4419  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4419  HISTORY     - 19921105 GOOD             NCGS
 FA4419  HISTORY     - 19970315 GOOD             USPSQD
 FA4419  HISTORY     - 20051021 MARK NOT FOUND   GEOCAC
 FA4419
 FA4419                          STATION DESCRIPTION
 FA4419
 FA4419'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4419'MARK IS LOCATED IN MECKLENBURG COUNTY, 33.60 KM (20.88 MI) NORTH OF
 FA4419'CHARLOTTE NEAR LAKE NORMAN.
 FA4419'MARK REACHED BY FIRST GOING TO GPS STATION M 001. (3.28 FT) TO REACH
 FA4419'THE STATION FROM THE INTERSECTION OF INTERSTATE 77(EXIT 33)AND ROUTE
 FA4419'21 PROCEED NORTH ON ROUTE 21 FOR 3.05 KM (1.90 MI) TO THE
 FA4419'INTERSECTION OF S.R.1100 (BRAWLEY SCHOOL ROAD), GO WEST ON S.R. 1100
 FA4419'FOR 14.0 KM (8.70 MI) TO STATION LOCATED ON THE EAST RIGHT OF WAY OF
 FA4419'THE ROAD ON THE MECKLENBURG-IREDELL COUNTY LINE.
 FA4419'STATION IS 5.1 M (16.73 FT) S30E OF THE CENTERLINE OF S.R.1100, 3.04 M
 FA4419'(9.97 FT) N45W OF A STONE COUNTY LINE MARKER, 21.67 M (71.10 FT) N85E
 FA4419'OF A COMMUNITY WATCH SIGN AND 7.31 M (23.98 FT) S80W OF A TELEPHONE
 FA4419'CABLE UNDERGROUND WARNING SIGN.
 FA4419'TO REACH THE AZIMUTH MARK FROM GPS STATION M 001, GO SOUTH ON BRAWLEY
 FA4419'SCHOOL ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE WEST RIGHT-OF-WAY
 FA4419'OF THE ROAD AND WEST OF A DITCH.  THE AZIMUTH MARK IS COMPASS BEARING
 FA4419'S63W AND DISTANCE 413.472 M (1356.533 FT) FROM THE GPS STATION. THE
 FA4419'AZIMUTH MARK IS STAMPED 201.
 FA4419
 FA4419                          STATION RECOVERY (1992)
 FA4419
 FA4419'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA4419'STATION IS LOCATED ABOUT 18.8 MI (30.3 KM) SOUTH OF STATESVILLE AND
 FA4419'8.5 MI (13.7 KM) WEST-SOUTHWEST OF MOORESVILLE.$PROCEED ALONG US 21
 FA4419'FOR 0.85 MI (1.37 KM) WEST FROM NC 150 UNDERPASS, THENCE SOUTH 9.05 MI
 FA4419'(14.56 KM) ALONG SR 1100 (BRAWLEY SCHOOL ROAD), ON NORTHWEST SIDE OF
 FA4419'ROAD, OR NORTH 0.05 MI (0.08 KM) FROM THE INTERSECTION OF SR 2160
 FA4419'(MAYHEW ROAD) AND SR 2153 (TUSKARORA TRAIL).$MARK IS ABOUT 1 FOOT (0.3
 FA4419'M) HIGHER THAN ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 21.3 FT
 FA4419'(6.5 M) NORTHWEST OF THE CENTERLINE OF SR 2160, 107.5 FT (32.8 M)
 FA4419'WEST-SOUTHWEST OF THE EAST END OF A CULVERT UNDER THE ROAD--AND 141.1
 FA4419'FT (43.0 M) SOUTHWEST OF A POWER POLE, 165.0 FT (50.3 M) NORTHEAST OF
 FA4419'A POWER POLE, 55.0 FT (16.8 M) NORTHWEST OF AN 18-INCH TWIN OAK--ALL
 FA4419'WITH REFERENCE TAGS.
 FA4419
 FA4419                          STATION RECOVERY (1997)
 FA4419
 FA4419'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4419'RECOVERED IN GOOD CONDITION.
 FA4419
 FA4419                          STATION RECOVERY (2005)
 FA4419
 FA4419'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4419'THE ROAD HAS BEEN WIDENED AND SIDEWALKS ADDED. THE POSITION FALLS ON
 FA4419'THE EAST SIDE OF THE CURRENT ROAD WHERE A BERM IS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6496 ***********************************************************************
 EZ6496  DESIGNATION -  201 DRD
 EZ6496  PID         -  EZ6496
 EZ6496  STATE/COUNTY-  NC/ORANGE
 EZ6496  USGS QUAD   -  WHITE CROSS (1981)
 EZ6496
 EZ6496                         *CURRENT SURVEY CONTROL
 EZ6496  ___________________________________________________________________
 EZ6496* NAD 83(2001)-  35 55 20.84065(N)    079 11 16.64753(W)     ADJUSTED  
 EZ6496* NAVD 88     -       170.38   (meters)     559.0    (feet)  LEVELING  
 EZ6496  ___________________________________________________________________
 EZ6496  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 EZ6496  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 EZ6496  HORZ ORDER  -  SECOND
 EZ6496  VERT ORDER  -  THIRD
 EZ6496
 EZ6496.The horizontal coordinates were established by classical geodetic methods
 EZ6496.and adjusted by the National Geodetic Survey in August 2005.
 EZ6496
 EZ6496.The orthometric height was determined by differential leveling.
 EZ6496.The vertical network tie was performed by a horz. field party for horz.
 EZ6496.obs reductions. Reset procedures were used to establish the elevation.
 EZ6496
 EZ6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6496
 EZ6496.The geoid height was determined by GEOID03.
 EZ6496
 EZ6496;                    North         East     Units Scale Factor Converg.
 EZ6496;SPC NC       -   241,013.031   592,638.701   MT  0.99994099   -0 06 30.5
 EZ6496;SPC NC       -   790,723.59  1,944,348.80   sFT  0.99994099   -0 06 30.5
 EZ6496;UTM  17      - 3,976,864.705   663,483.370   MT  0.99992934   +1 03 48.0
 EZ6496
 EZ6496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6496!SPC NC       -   0.99997807  x   0.99994099  =   0.99991906
 EZ6496!UTM  17      -   0.99997807  x   0.99992934  =   0.99990741
 EZ6496
 EZ6496|---------------------------------------------------------------------|
 EZ6496| PID    Reference Object                     Distance      Geod. Az  |
 EZ6496|                                                           dddmmss.s |
 EZ6496| EZ6050 WHITE CROSS RM 2                    123.665 METERS 00410     |
 EZ6496| EZ6508 LLOYDS                               66.746 METERS 16123     |
 EZ6496|---------------------------------------------------------------------|
 EZ6496
 EZ6496                          SUPERSEDED SURVEY CONTROL
 EZ6496
 EZ6496  NAD 83(1986)-  35 55 20.84289(N)    079 11 16.65732(W) AD(       ) 2
 EZ6496  NGVD 29 (07/16/92)  170.63   (m)          559.8    (f) LEVELING    3  
 EZ6496
 EZ6496.Superseded values are not recommended for survey control.
 EZ6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6496.See file dsdata.txt to determine how the superseded data were derived.
 EZ6496
 EZ6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6348376865(NAD 83)
 EZ6496_MARKER: DD = SURVEY DISK
 EZ6496_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6496+WITH SETTING: PAVEMENT
 EZ6496_SP_SET: CONCRETE WELL BASE
 EZ6496_STAMPING: 201 DRD 1960 560
 EZ6496_MARK LOGO: USGS  
 EZ6496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6496+STABILITY: SURFACE MOTION
 EZ6496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6496+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 EZ6496
 EZ6496  HISTORY     - Date     Condition        Report By
 EZ6496  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6496  HISTORY     - 19920303 GOOD             NCGS
 EZ6496  HISTORY     - 20040921 GOOD             GEOCAC
 EZ6496  HISTORY     - 20060824 GOOD             USPSQD
 EZ6496
 EZ6496                          STATION DESCRIPTION
 EZ6496
 EZ6496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6496'STATION IS LOCATED ABOUT 6.6 MILES WEST OF CARRBORO AND
 EZ6496'7.7 MILES SOUTHEAST OF SAXAPAHAW.
 EZ6496'
 EZ6496'ALONG NC 54, 5.45 MILES WEST OF THE INTERSECTION WITH NC 54 BYPASS
 EZ6496'(IN CARRBORO), AT WHITE CROSS SCHOOL, IN SOUTHEAST CORNER OF
 EZ6496'CONCRETE WELL BASE.
 EZ6496'
 EZ6496'THE STATION IS A STANDARD USGS DISK
 EZ6496'STAMPED---201 DRD 1960 560---,
 EZ6496'SET INTO DRILLED HOLE.  LOCATED
 EZ6496'40.1 METERS (131.5 FT) NORTH-NORTHEAST FROM CENTERLINE OF HIGHWAY,
 EZ6496'13.2 METERS (43.5 FT) WEST FROM CENTER OF GRAVEL DRIVE AND
 EZ6496'17.5 METERS (57.4 FT) EAST-SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL.
 EZ6496'
 EZ6496'MARK IS SET IN CONCRETE SLAB.
 EZ6496
 EZ6496                          STATION RECOVERY (1992)
 EZ6496
 EZ6496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ6496'RECOVERED AS DESCRIBED.
 EZ6496
 EZ6496                          STATION RECOVERY (2004)
 EZ6496
 EZ6496'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ6496'IN THE EAST YARD OF A 6,000 SQ FT BRICK BUILDING, FORMERLY THE WHITE
 EZ6496'CROSS SCHOOL (CIRCA 1930), PRESENTLY LEASED TO SMALL BUSINESSES. THIS
 EZ6496'BLDG IS ACROSS THE STREET FROM, AND SLIGHTLY WEST OF THE INTERSECTION
 EZ6496'OF WHITE CROSS RD (SR1951) AND NC-54.
 EZ6496' 
 EZ6496'PULLED TAPE FROM EAST WALL OF BUILDING. MEASUREMENT AGREES WITH
 EZ6496'PREVIOUS DESCRIPTION. ADDITIONAL INFORMATION FOLLOWS. DISK IS 19.5 FT
 EZ6496'WEST OF A POWER POLE WITH TRANSFORMER, AND 4.9 FEET WSW OF A GUY WIRE
 EZ6496'FOR SAID POLE. MOUNTED IN SE CORNER OF A 6X6 FT CONCRETE SLAB.
 EZ6496
 EZ6496                          STATION RECOVERY (2006)
 EZ6496
 EZ6496'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ6496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4420 ***********************************************************************
 FA4420  DESIGNATION -  202 AZ MK
 FA4420  PID         -  FA4420
 FA4420  STATE/COUNTY-  NC/MECKLENBURG
 FA4420  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4420
 FA4420                         *CURRENT SURVEY CONTROL
 FA4420  ___________________________________________________________________
 FA4420* NAD 83(2001)-  35 29 48.44531(N)    080 52 57.86057(W)     NO CHECK  
 FA4420* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 FA4420  ___________________________________________________________________
 FA4420  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 FA4420  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FA4420  HORZ ORDER  -  THIRD
 FA4420
 FA4420.The horizontal coordinates were established by classical geodetic methods
 FA4420.and adjusted by the National Geodetic Survey in August 2005.
 FA4420.No horizontal observational check was made to the station.
 FA4420
 FA4420.The orthometric height was scaled from a topographic map.
 FA4420
 FA4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4420
 FA4420.The geoid height was determined by GEOID03.
 FA4420
 FA4420;                    North         East     Units Scale Factor Converg.
 FA4420;SPC NC       -   195,391.951   438,805.105   MT  0.99988170   -1 05 12.0
 FA4420;SPC NC       -   641,048.43  1,439,646.42   sFT  0.99988170   -1 05 12.0
 FA4420;UTM  17      - 3,928,143.810   510,635.185   MT  0.99960139   +0 04 05.1
 FA4420
 FA4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4420!SPC NC       -   0.99996773  x   0.99988170  =   0.99984943
 FA4420!UTM  17      -   0.99996773  x   0.99960139  =   0.99956913
 FA4420
 FA4420                          SUPERSEDED SURVEY CONTROL
 FA4420
 FA4420  NAD 83(1986)-  35 29 48.45864(N)    080 52 57.86792(W) AD(       ) 3
 FA4420
 FA4420.Superseded values are not recommended for survey control.
 FA4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4420.See file dsdata.txt to determine how the superseded data were derived.
 FA4420
 FA4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1063528144(NAD 83)
 FA4420_MARKER: A = ALUMINUM MARKER
 FA4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4420_SP_SET: CONCRETE POST
 FA4420_STAMPING: 202
 FA4420_MARK LOGO: NC0870
 FA4420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4420+STABILITY: SURFACE MOTION
 FA4420
 FA4420  HISTORY     - Date     Condition        Report By
 FA4420  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4420  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4420  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4420
 FA4420                          STATION DESCRIPTION
 FA4420
 FA4420'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4420'MARK IS LOCATED IN MECKLENBURG COUNTY, 1.5 KM (0.93 MI) SOUTHEAST OF
 FA4420'TORRENCE CHAPEL NEAR LAKE NORMAN.
 FA4420'MARK REACHED BY FIRST GOING TO GPS STATION M 002. (6.56 FT) TO REACH
 FA4420'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 28)AND ROUTE
 FA4420'73, PROCEED WEST ON ROUTE 73 FOR 0.3 KM (0.19 MI) TO INTERSECTION OF
 FA4420'TORRENCE CHAPEL RD. GO NORTH ON TORRENCE CHAPEL RD FOR 1.5 KM
 FA4420'(0.93 MI) TO NORMAN SHORES DRIVE, PROCEED EAST FOR 0.64 KM (0.40 MI)
 FA4420'TO STATION IN WEST RIGHT-OF-WAY OF NORMAN SHORES DRIVE.
 FA4420'STATION IS 3.90 M (12.80 FT) WEST OF CENTERLINE OF NORMAN SHORES DRIVE
 FA4420'35.14 M (115.29 FT) NORTH OF PHONE POLE WITH TAG,  16.70 M
 FA4420'(54.79 FT) SOUTHWEST OF PHONE POLE WITH TAG,  6.15 M (20.18 FT)
 FA4420'NORTHWEST OF CENTERLINE OF A DRIVE WAY, AND 6.03 M (19.78 FT) SOUTH
 FA4420'OF A DRIVE WAY.
 FA4420'TO REACH THE AZIMUTH MARK FROM GPS STATION M 002, PROCEED SOUTH ON
 FA4420'NORMAN SHORES DRIVE FOR 0.64 KM (0.40 MI) TO INTERSECTION OF TORRENCE
 FA4420'CHAPEL ROAD.  THENCE PROCEED NORTH ON TORRENCE CHAPEL ROAD FOR 0.32
 FA4420'KM (0.20 MI) TO THE AZIMUTH MARK IN THE EAST RIGHT-OF-WAY OF ROAD.
 FA4420'THE AZIMUTH MARK IS BEARING S38W AND DISTANCE 469.846 M
 FA4420'(1541.486 FT)  FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 202.
 FA4420
 FA4420                          STATION RECOVERY (1997)
 FA4420
 FA4420'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4420'MARK NOT FOUND.
 FA4420
 FA4420                          STATION RECOVERY (2004)
 FA4420
 FA4420'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4420'SEARCHED E SIDE OF ROAD WITH MICRONTA 4001 METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0917 ***********************************************************************
 FB0917  DESIGNATION -  2022
 FB0917  PID         -  FB0917
 FB0917  STATE/COUNTY-  NC/BUNCOMBE
 FB0917  USGS QUAD   -  ASHEVILLE (1991)
 FB0917
 FB0917                         *CURRENT SURVEY CONTROL
 FB0917  ___________________________________________________________________
 FB0917* NAD 83(1986)-  35 30 01.     (N)    082 36 03.     (W)     SCALED    
 FB0917* NAVD 88     -       613.08   (+/-2cm)    2011.4    (feet)  VERTCON   
 FB0917  ___________________________________________________________________
 FB0917  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 FB0917  VERT ORDER  -  ? (See Below)
 FB0917
 FB0917.The horizontal coordinates were scaled from a topographic map and have
 FB0917.an estimated accuracy of +/- 6 seconds.
 FB0917
 FB0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0917.The vertical order pertains to the NGVD 29 superseded value.
 FB0917
 FB0917.The geoid height was determined by GEOID03.
 FB0917
 FB0917;                    North         East    Units  Estimated Accuracy
 FB0917;SPC NC       -   200,080.      283,010.      MT  (+/- 180 meters Scaled)
 FB0917
 FB0917                          SUPERSEDED SURVEY CONTROL
 FB0917
 FB0917  NGVD 29 (??/??/92)  613.134  (m)         2011.59   (f) ADJ UNCH    ?  
 FB0917
 FB0917.Superseded values are not recommended for survey control.
 FB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0917.See file dsdata.txt to determine how the superseded data were derived.
 FB0917
 FB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV548297(NAD 83)
 FB0917_MARKER: B = BOLT
 FB0917_SETTING: 66 = SET IN ROCK OUTCROP
 FB0917_SP_SET: LARGE ROCK
 FB0917_STAMPING: USGS 2022
 FB0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0917+STABILITY: POSITION/ELEVATION WELL
 FB0917
 FB0917  HISTORY     - Date     Condition        Report By
 FB0917  HISTORY     - UNK      MONUMENTED       USGS
 FB0917  HISTORY     - 1940     GOOD             NGS
 FB0917
 FB0917                          STATION DESCRIPTION
 FB0917
 FB0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB0917'6.1 MI S FROM WEST ASHEVILLE.
 FB0917'6.1 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 FB0917'AT WEST ASHEVILLE, THENCE 0.5 MILE WEST ALONG THE BENT CREEK
 FB0917'GAP ROAD, JUST NORTH OF SANDY BOTTOM, 150 FEET BEYOND THE BRIDGE
 FB0917'OVER BENT CREEK, ON THE WEST SIDE OF THE ROAD, AND IN A LARGE
 FB0917'ROCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER BOLT,
 FB0917'STAMPED USGS 2022.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1483 ***********************************************************************
 FB1483  DESIGNATION -  2029.9
 FB1483  PID         -  FB1483
 FB1483  STATE/COUNTY-  NC/MACON
 FB1483  USGS QUAD   -  FRANKLIN (1946)
 FB1483
 FB1483                         *CURRENT SURVEY CONTROL
 FB1483  ___________________________________________________________________
 FB1483* NAD 83(1986)-  35 08 44.     (N)    083 22 38.     (W)     SCALED    
 FB1483* NAVD 88     -       618.68   (+/-2cm)    2029.8    (feet)  VERTCON   
 FB1483  ___________________________________________________________________
 FB1483  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FB1483  VERT ORDER  -  ? (See Below)
 FB1483
 FB1483.The horizontal coordinates were scaled from a topographic map and have
 FB1483.an estimated accuracy of +/- 6 seconds.
 FB1483
 FB1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1483.The vertical order pertains to the NGVD 29 superseded value.
 FB1483
 FB1483.The geoid height was determined by GEOID03.
 FB1483
 FB1483;                    North         East    Units  Estimated Accuracy
 FB1483;SPC NC       -   163,600.      210,900.      MT  (+/- 180 meters Scaled)
 FB1483
 FB1483                          SUPERSEDED SURVEY CONTROL
 FB1483
 FB1483  NGVD 29 (??/??/92)  618.721  (m)         2029.92   (f) ADJ UNCH    ?  
 FB1483
 FB1483.Superseded values are not recommended for survey control.
 FB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1483.See file dsdata.txt to determine how the superseded data were derived.
 FB1483
 FB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU834917(NAD 83)
 FB1483_MARKER: O = CHISELED CIRCLE
 FB1483_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1483_SP_SET: UNSPECIFIED
 FB1483_MARK LOGO: USE   
 FB1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1483
 FB1483  HISTORY     - Date     Condition        Report By
 FB1483  HISTORY     - UNK      MONUMENTED       DOD
 FB1483  HISTORY     - 1934     GOOD             NGS
 FB1483  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1483
 FB1483                          STATION DESCRIPTION
 FB1483
 FB1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1483'3 MI S FROM FRANKLIN.
 FB1483'3.0 MILES SOUTH ALONG THE TALLULAH FALLS RAILWAY FROM FRANKLIN,
 FB1483'MACON COUNTY, 1.8 MILES NORTH OF PRENTISS, 1/2 MILE NORTH OF
 FB1483'MILEPOST 54, IN A RAILROAD CUT BEGINNING 50 FEET NORTH OF A FILL
 FB1483'OVER A FORMER CHANNEL OF LITTLE TENNESSEE RIVER, 117 FEET
 FB1483'SOUTHEAST OF BENCH MARK D 47, 7 FEET EAST OF THE EAST RAIL, AND
 FB1483'2 FEET ABOVE GROUND, ON A ROCK.  A CHISELED CIRCLE.
 FB1483
 FB1483                          STATION RECOVERY (1982)
 FB1483
 FB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1483'NOT RECOVERED, THE RAILROAD HAS BEEN ABANDONED, THE TRACKS HAVE BEEN
 FB1483'DISMANTLED, EXACT LOCATION COULD NOT BE FOUND, DESCRIPTION IS NOW
 FB1483'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9382 ***********************************************************************
 DE9382  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9382  DESIGNATION -  204W 200
 DE9382  PID         -  DE9382
 DE9382  STATE/COUNTY-  NC/GUILFORD
 DE9382  USGS QUAD   -  GREENSBORO (1994)
 DE9382
 DE9382                         *CURRENT SURVEY CONTROL
 DE9382  ___________________________________________________________________
 DE9382* NAD 83(2007)-  36 00 10.75111(N)    079 47 30.52006(W)     ADJUSTED  
 DE9382* NAVD 88     -       252.15   (meters)     827.3    (feet)  GPS OBS   
 DE9382  ___________________________________________________________________
 DE9382  EPOCH DATE  -        2002.00
 DE9382  X           -     915,543.455 (meters)                     COMP
 DE9382  Y           -  -5,084,207.196 (meters)                     COMP
 DE9382  Z           -   3,728,589.983 (meters)                     COMP
 DE9382  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DE9382  ELLIP HEIGHT-         221.541 (meters)          (02/10/07) ADJUSTED
 DE9382  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE9382
 DE9382  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9382  Type    PID    Designation                      North   East  Ellip
 DE9382  -------------------------------------------------------------------
 DE9382  NETWORK DE9382 204W 200                          2.02   1.72   3.31
 DE9382  -------------------------------------------------------------------
 DE9382
 DE9382.The horizontal coordinates were established by GPS observations
 DE9382.and adjusted by the National Geodetic Survey in February 2007.
 DE9382
 DE9382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9382.The horizontal coordinates are valid at the epoch date displayed above.
 DE9382.The epoch date for horizontal control is a decimal equivalence
 DE9382.of Year/Month/Day.
 DE9382
 DE9382.The orthometric height was determined by GPS observations and a
 DE9382.high-resolution geoid model.
 DE9382.The orthometric height was determined by GPS observations and a
 DE9382.high-resolution geoid model using precise GPS observation and
 DE9382.processing techniques.
 DE9382
 DE9382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9382
 DE9382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9382
 DE9382.The ellipsoidal height was determined by GPS observations
 DE9382.and is referenced to NAD 83.
 DE9382
 DE9382.The geoid height was determined by GEOID03.
 DE9382
 DE9382;                    North         East     Units Scale Factor Converg.
 DE9382;SPC NC       -   250,216.771   538,215.025   MT  0.99995843   -0 27 25.2
 DE9382;SPC NC       -   820,919.52  1,765,793.79   sFT  0.99995843   -0 27 25.2
 DE9382;UTM  17      - 3,984,954.617   608,889.601   MT  0.99974610   +0 42 37.0
 DE9382
 DE9382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9382!SPC NC       -   0.99996523  x   0.99995843  =   0.99992366
 DE9382!UTM  17      -   0.99996523  x   0.99974610  =   0.99971134
 DE9382
 DE9382                          SUPERSEDED SURVEY CONTROL
 DE9382
 DE9382  NAD 83(2001)-  36 00 10.75140(N)    079 47 30.51987(W) AD(       ) 1
 DE9382  ELLIP H (03/13/03)  221.541  (m)                       GP(       ) 4 2
 DE9382  NAD 83(1986)-  36 00 10.75678(N)    079 47 30.52651(W) AD(       ) 1
 DE9382
 DE9382.Superseded values are not recommended for survey control.
 DE9382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9382.See file dsdata.txt to determine how the superseded data were derived.
 DE9382
 DE9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0889084955(NAD 83)
 DE9382_MARKER: DD = SURVEY DISK
 DE9382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9382_STAMPING: 204W200 1999
 DE9382_MARK LOGO: NC1940
 DE9382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9382+STABILITY: SURFACE MOTION
 DE9382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9382+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9382
 DE9382  HISTORY     - Date     Condition        Report By
 DE9382  HISTORY     - 1999     MONUMENTED       NC1940
 DE9382
 DE9382                          STATION DESCRIPTION
 DE9382
 DE9382'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9382'STATION IS ABOUT 4.8 MI (7.7 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9382'GOVERNMENT PLAZA, AND 1.2 MI (1.9 KM) SOUTHWEST OF VANDALIA.
 DE9382'LOCATED ALONG ELM-EUGENE STREET, 2.25 MI (3.62 KM) SOUTH OF I-40 AND
 DE9382'I-85, 0.4 MI (0.6 KM) NORTH OF INTERSECTION WITH WOLF TRAIL ROAD AND
 DE9382'ON EAST SIDE OF STREET OPPOSITE A BLUE FRAME HOUSE.
 DE9382'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF STREET AND RECESSED
 DE9382'3-INCHES BELOW GROUND. LOCATED 16.0 FT (4.9 M) EAST OF CENTERLINE OF
 DE9382'ELM-EUGENE STREET, 42.8 FT (13.0 M) SOUTH-SOUTHWEST OF MAILBOX 3826,
 DE9382'AND 14.8 FT (4.5 M) WEST-SOUTHWEST OF FIBER-OPTIC CABLE POST 00133.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0439 ***********************************************************************
 FA0439  DESIGNATION -  205 HLZ
 FA0439  PID         -  FA0439
 FA0439  STATE/COUNTY-  NC/MECKLENBURG
 FA0439  USGS QUAD   -  MINT HILL (1993)
 FA0439
 FA0439                         *CURRENT SURVEY CONTROL
 FA0439  ___________________________________________________________________
 FA0439* NAD 83(1986)-  35 10 24.     (N)    080 42 24.     (W)     SCALED    
 FA0439* NAVD 88     -       223.862  (meters)     734.45   (feet)  ADJUSTED  
 FA0439  ___________________________________________________________________
 FA0439  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA0439  DYNAMIC HT  -         223.657 (meters)     733.78  (feet)  COMP
 FA0439  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FA0439
 FA0439  VERT ORDER  -  SECOND    CLASS 0
 FA0439
 FA0439.The horizontal coordinates were scaled from a topographic map and have
 FA0439.an estimated accuracy of +/- 6 seconds.
 FA0439
 FA0439.The orthometric height was determined by differential leveling
 FA0439.and adjusted in June 1991.
 FA0439
 FA0439.The geoid height was determined by GEOID03.
 FA0439
 FA0439.The dynamic height is computed by dividing the NAVD 88
 FA0439.geopotential number by the normal gravity value computed on the
 FA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0439.degrees latitude (g = 980.6199 gals.).
 FA0439
 FA0439.The modeled gravity was interpolated from observed gravity values.
 FA0439
 FA0439;                    North         East    Units  Estimated Accuracy
 FA0439;SPC NC       -   159,230.      454,160.      MT  (+/- 180 meters Scaled)
 FA0439
 FA0439                          SUPERSEDED SURVEY CONTROL
 FA0439
 FA0439  NGVD 29 (??/??/92)  224.088  (m)          735.20   (f) ADJ UNCH    2 0
 FA0439
 FA0439.Superseded values are not recommended for survey control.
 FA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0439.See file dsdata.txt to determine how the superseded data were derived.
 FA0439
 FA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU267923(NAD 83)
 FA0439_MARKER: DB = BENCH MARK DISK
 FA0439_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FA0439_SP_SET: CONCRETE BASE FOR SIGN
 FA0439_STAMPING: 205 HLZ 1969
 FA0439_MARK LOGO: USGS  
 FA0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0439+STABILITY: SURFACE MOTION
 FA0439
 FA0439  HISTORY     - Date     Condition        Report By
 FA0439  HISTORY     - 1969     MONUMENTED       USGS
 FA0439  HISTORY     - 1972     GOOD             NGS
 FA0439  HISTORY     - 1987     GOOD             USPSQD
 FA0439  HISTORY     - 1988     GOOD             USPSQD
 FA0439  HISTORY     - 1989     GOOD             USPSQD
 FA0439  HISTORY     - 20001010 SEE DESCRIPTION  NCGS
 FA0439
 FA0439                          STATION DESCRIPTION
 FA0439
 FA0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FA0439'3.6 MI SSE FROM HICKORY GROVE.
 FA0439'STATION IS LOCATED 8.6 MI. SE OF DOWNTOWN CHARLOTTE, AND IN THE
 FA0439'W QUADRANT OF INTERSECTION OF SR 3156 AND SR 3143, AT ABBIES
 FA0439'GROCERY STORE, IN CONCRETE BASE OF A TEXACO SIGN, 60.9 FT NW OF
 FA0439'NCGS TRAV. STATION ABBIE.  MARK IS FLUSH WITH CONCRETE BASE OF
 FA0439'SIGN.
 FA0439
 FA0439                          STATION RECOVERY (1987)
 FA0439
 FA0439'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0439'RECOVERED IN GOOD CONDITION.
 FA0439
 FA0439                          STATION RECOVERY (1988)
 FA0439
 FA0439'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0439'RECOVERED IN GOOD CONDITION.
 FA0439
 FA0439                          STATION RECOVERY (1989)
 FA0439
 FA0439'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0439'RECOVERED IN GOOD CONDITION.
 FA0439
 FA0439                          STATION RECOVERY (2000)
 FA0439
 FA0439'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0439'THE STATION WAS NOT FOUND AND PROBABLY LOST.  THE REFERENCES ARE
 FA0439'INSUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9384 ***********************************************************************
 DE9384  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9384  DESIGNATION -  205E 201
 DE9384  PID         -  DE9384
 DE9384  STATE/COUNTY-  NC/GUILFORD
 DE9384  USGS QUAD   -  GREENSBORO (1994)
 DE9384
 DE9384                         *CURRENT SURVEY CONTROL
 DE9384  ___________________________________________________________________
 DE9384* NAD 83(2007)-  36 00 25.79159(N)    079 48 20.87116(W)     ADJUSTED  
 DE9384* NAVD 88     -       253.68   (meters)     832.3    (feet)  GPS OBS   
 DE9384  ___________________________________________________________________
 DE9384  EPOCH DATE  -        2002.00
 DE9384  X           -     914,254.306 (meters)                     COMP
 DE9384  Y           -  -5,084,163.488 (meters)                     COMP
 DE9384  Z           -   3,728,965.882 (meters)                     COMP
 DE9384  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DE9384  ELLIP HEIGHT-         223.018 (meters)          (02/10/07) ADJUSTED
 DE9384  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE9384
 DE9384  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9384  Type    PID    Designation                      North   East  Ellip
 DE9384  -------------------------------------------------------------------
 DE9384  NETWORK DE9384 205E 201                          1.55   1.43   2.27
 DE9384  -------------------------------------------------------------------
 DE9384
 DE9384.The horizontal coordinates were established by GPS observations
 DE9384.and adjusted by the National Geodetic Survey in February 2007.
 DE9384
 DE9384.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9384.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9384.The horizontal coordinates are valid at the epoch date displayed above.
 DE9384.The epoch date for horizontal control is a decimal equivalence
 DE9384.of Year/Month/Day.
 DE9384
 DE9384.The orthometric height was determined by GPS observations and a
 DE9384.high-resolution geoid model.
 DE9384.The orthometric height was determined by GPS observations and a
 DE9384.high-resolution geoid model using precise GPS observation and
 DE9384.processing techniques.
 DE9384
 DE9384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9384
 DE9384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9384
 DE9384.The ellipsoidal height was determined by GPS observations
 DE9384.and is referenced to NAD 83.
 DE9384
 DE9384.The geoid height was determined by GEOID03.
 DE9384
 DE9384;                    North         East     Units Scale Factor Converg.
 DE9384;SPC NC       -   250,690.461   536,957.862   MT  0.99995939   -0 27 54.3
 DE9384;SPC NC       -   822,473.62  1,761,669.25   sFT  0.99995939   -0 27 54.3
 DE9384;UTM  17      - 3,985,402.502   607,623.320   MT  0.99974272   +0 42 07.6
 DE9384
 DE9384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9384!SPC NC       -   0.99996500  x   0.99995939  =   0.99992439
 DE9384!UTM  17      -   0.99996500  x   0.99974272  =   0.99970773
 DE9384
 DE9384:                Primary Azimuth Mark                     Grid Az
 DE9384:SPC NC       -  205E 202                                 187 33 27.0
 DE9384:UTM  17      -  205E 202                                 186 23 25.1
 DE9384
 DE9384|---------------------------------------------------------------------|
 DE9384| PID    Reference Object                     Distance      Geod. Az  |
 DE9384|                                                           dddmmss.s |
 DE9384| DE9383 205E 202                            APPROX. 0.6 KM 1870532.7 |
 DE9384|---------------------------------------------------------------------|
 DE9384
 DE9384                          SUPERSEDED SURVEY CONTROL
 DE9384
 DE9384  NAD 83(2001)-  36 00 25.79186(N)    079 48 20.87097(W) AD(       ) 1
 DE9384  ELLIP H (03/13/03)  223.018  (m)                       GP(       ) 4 2
 DE9384  NAD 83(1986)-  36 00 25.79747(N)    079 48 20.87787(W) AD(       ) 1
 DE9384
 DE9384.Superseded values are not recommended for survey control.
 DE9384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9384.See file dsdata.txt to determine how the superseded data were derived.
 DE9384
 DE9384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0762385403(NAD 83)
 DE9384_MARKER: DD = SURVEY DISK
 DE9384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9384_STAMPING: 205E201 1999
 DE9384_MARK LOGO: NC1940
 DE9384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9384+STABILITY: SURFACE MOTION
 DE9384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9384+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9384
 DE9384  HISTORY     - Date     Condition        Report By
 DE9384  HISTORY     - 1999     MONUMENTED       NC1940
 DE9384
 DE9384                          STATION DESCRIPTION
 DE9384
 DE9384'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9384'STATION IS ABOUT 4.5 MI (7.2 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9384'GOVERNMENT PLAZA, AND 1.8 MI (2.9 KM) WEST-SOUTHWEST OF VANDALIA.
 DE9384'ALONG RANDLEMAN ROAD, 2.0 MI (3.2 KM) SOUTH OF I-40 AND I-85, IN FRONT
 DE9384'OF THE RANDLEMAN MARKET, AND 0.4 MI (0.6 KM) NORTH OF OLD RANDLEMAN
 DE9384'ROAD.
 DE9384'MARK IS FLUSH WITH THE GROUND. LOCATED 37.3 FT (11.4 M) WEST OF
 DE9384'CENTERLINE OF RANDLEMAN ROAD, 12.9 FT (3.9 M) WEST OF BACK OF CURB,
 DE9384'39.0 FT (11.9 M) NORTH OF A FIRE HYDRANT, AND 79.2 FT (24.1 M) SOUTH
 DE9384'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9383 ***********************************************************************
 DE9383  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9383  DESIGNATION -  205E 202
 DE9383  PID         -  DE9383
 DE9383  STATE/COUNTY-  NC/GUILFORD
 DE9383  USGS QUAD   -  GREENSBORO (1994)
 DE9383
 DE9383                         *CURRENT SURVEY CONTROL
 DE9383  ___________________________________________________________________
 DE9383* NAD 83(2007)-  36 00 07.91186(N)    079 48 23.60908(W)     ADJUSTED  
 DE9383* NAVD 88     -       261.80   (meters)     858.9    (feet)  GPS OBS   
 DE9383  ___________________________________________________________________
 DE9383  EPOCH DATE  -        2002.00
 DE9383  X           -     914,245.316 (meters)                     COMP
 DE9383  Y           -  -5,084,500.950 (meters)                     COMP
 DE9383  Z           -   3,728,524.830 (meters)                     COMP
 DE9383  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 DE9383  ELLIP HEIGHT-         231.145 (meters)          (02/10/07) ADJUSTED
 DE9383  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE9383
 DE9383  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9383  Type    PID    Designation                      North   East  Ellip
 DE9383  -------------------------------------------------------------------
 DE9383  NETWORK DE9383 205E 202                          1.55   1.41   2.31
 DE9383  -------------------------------------------------------------------
 DE9383
 DE9383.The horizontal coordinates were established by GPS observations
 DE9383.and adjusted by the National Geodetic Survey in February 2007.
 DE9383
 DE9383.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9383.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9383.The horizontal coordinates are valid at the epoch date displayed above.
 DE9383.The epoch date for horizontal control is a decimal equivalence
 DE9383.of Year/Month/Day.
 DE9383
 DE9383.The orthometric height was determined by GPS observations and a
 DE9383.high-resolution geoid model.
 DE9383.The orthometric height was determined by GPS observations and a
 DE9383.high-resolution geoid model using precise GPS observation and
 DE9383.processing techniques.
 DE9383
 DE9383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9383
 DE9383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9383
 DE9383.The ellipsoidal height was determined by GPS observations
 DE9383.and is referenced to NAD 83.
 DE9383
 DE9383.The geoid height was determined by GEOID03.
 DE9383
 DE9383;                    North         East     Units Scale Factor Converg.
 DE9383;SPC NC       -   250,139.970   536,884.823   MT  0.99995825   -0 27 55.9
 DE9383;SPC NC       -   820,667.55  1,761,429.62   sFT  0.99995825   -0 27 55.9
 DE9383;UTM  17      - 3,984,850.757   607,561.523   MT  0.99974256   +0 42 05.7
 DE9383
 DE9383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9383!SPC NC       -   0.99996372  x   0.99995825  =   0.99992197
 DE9383!UTM  17      -   0.99996372  x   0.99974256  =   0.99970629
 DE9383
 DE9383:                Primary Azimuth Mark                     Grid Az
 DE9383:SPC NC       -  205E 201                                 007 33 27.0
 DE9383:UTM  17      -  205E 201                                 006 23 25.4
 DE9383
 DE9383|---------------------------------------------------------------------|
 DE9383| PID    Reference Object                     Distance      Geod. Az  |
 DE9383|                                                           dddmmss.s |
 DE9383| DE9384 205E 201                            APPROX. 0.6 KM 0070531.1 |
 DE9383|---------------------------------------------------------------------|
 DE9383
 DE9383                          SUPERSEDED SURVEY CONTROL
 DE9383
 DE9383  NAD 83(2001)-  36 00 07.91212(N)    079 48 23.60889(W) AD(       ) 1
 DE9383  ELLIP H (03/13/03)  231.147  (m)                       GP(       ) 4 2
 DE9383  NAD 83(1986)-  36 00 07.91767(N)    079 48 23.61568(W) AD(       ) 1
 DE9383
 DE9383.Superseded values are not recommended for survey control.
 DE9383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9383.See file dsdata.txt to determine how the superseded data were derived.
 DE9383
 DE9383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0756284851(NAD 83)
 DE9383_MARKER: DD = SURVEY DISK
 DE9383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9383_STAMPING: 205E202 1999
 DE9383_MARK LOGO: NC1940
 DE9383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9383+STABILITY: SURFACE MOTION
 DE9383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9383+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9383
 DE9383  HISTORY     - Date     Condition        Report By
 DE9383  HISTORY     - 1999     MONUMENTED       NC1940
 DE9383
 DE9383                          STATION DESCRIPTION
 DE9383
 DE9383'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9383'STATION IS ABOUT 4.9 MI (7.9 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9383'GOVERNMENT PLAZA, AND 1.9 MI (3.1 KM) WEST-SOUTHWEST OF VANDALIA.
 DE9383'PROCEED ALONG RANDLEMAN ROAD FOR 2.4 MI (3.9 KM) SOUTH FROM I-40 AND
 DE9383'I-85, THENCE WEST ABOUT 100-FEET ALONG OLD RANDLEMAN ROAD TO STATION
 DE9383'IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH BLAZINGWOOD DRIVE.
 DE9383'MARK IS ABOUT 2-FEET HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9383'GROUND. LOCATED 18.6 FT (5.7 M) WEST OF CENTERLINE OF OLD RANDLEMAN
 DE9383'ROAD, 67.0 FT (20.4 M) SOUTH OF THE CENTERLINE OF BLAZINGWOOD DRIVE,
 DE9383'18.6 FT (5.7 M) SOUTHEAST OF A POWER POLE, 20.6 FT (6.3 M) SOUTHEAST
 DE9383'OF A TELEPHONE POLE, AND 18.0 FT (5.5 M) SOUTHWEST OF CATCH INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4421 ***********************************************************************
 FA4421  DESIGNATION -  206 AZ MK
 FA4421  PID         -  FA4421
 FA4421  STATE/COUNTY-  NC/MECKLENBURG
 FA4421  USGS QUAD   -  CORNELIUS (1993)
 FA4421
 FA4421                         *CURRENT SURVEY CONTROL
 FA4421  ___________________________________________________________________
 FA4421* NAD 83(2001)-  35 28 11.01906(N)    080 46 59.38372(W)     NO CHECK  
 FA4421* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 FA4421  ___________________________________________________________________
 FA4421  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 FA4421  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FA4421  HORZ ORDER  -  THIRD
 FA4421
 FA4421.The horizontal coordinates were established by classical geodetic methods
 FA4421.and adjusted by the National Geodetic Survey in August 2005.
 FA4421.No horizontal observational check was made to the station.
 FA4421
 FA4421.The orthometric height was scaled from a topographic map.
 FA4421
 FA4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4421
 FA4421.The geoid height was determined by GEOID03.
 FA4421
 FA4421;                    North         East     Units Scale Factor Converg.
 FA4421;SPC NC       -   192,223.392   447,783.481   MT  0.99987980   -1 01 45.1
 FA4421;SPC NC       -   630,652.91  1,469,102.97   sFT  0.99987980   -1 01 45.1
 FA4421;UTM  17      - 3,925,157.685   519,673.088   MT  0.99960477   +0 07 33.0
 FA4421
 FA4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4421!SPC NC       -   0.99997004  x   0.99987980  =   0.99984985
 FA4421!UTM  17      -   0.99997004  x   0.99960477  =   0.99957483
 FA4421
 FA4421                          SUPERSEDED SURVEY CONTROL
 FA4421
 FA4421  NAD 83(1986)-  35 28 11.03334(N)    080 46 59.39199(W) AD(       ) 3
 FA4421
 FA4421.Superseded values are not recommended for survey control.
 FA4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4421.See file dsdata.txt to determine how the superseded data were derived.
 FA4421
 FA4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1967325158(NAD 83)
 FA4421_MARKER: A = ALUMINUM MARKER
 FA4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4421_SP_SET: CONCRETE POST
 FA4421_STAMPING: 206
 FA4421_MARK LOGO: NC0870
 FA4421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4421+STABILITY: SURFACE MOTION
 FA4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4421+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 FA4421
 FA4421  HISTORY     - Date     Condition        Report By
 FA4421  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4421  HISTORY     - 19970315 GOOD             USPSQD
 FA4421  HISTORY     - 20000612 GOOD             NCGS
 FA4421
 FA4421                          STATION DESCRIPTION
 FA4421
 FA4421'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4421'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.9 KM (4.29 MI) EAST-
 FA4421'SOUTHEAST OF DAVIDSON.
 FA4421'MARK REACHED BY FIRST GOING TO GPS STATION M 006. (19.68 FT) TO REACH
 FA4421'THE STATION FROM THE INTERSECTION OF S.R. 73 AND S.R. 115, PROCEED
 FA4421'EAST ON S.R. 73 FOR 3.05 KM (1.90 MI) TO S.R. 2420 (EAST ROCKY RIVER
 FA4421'RD.). GO EAST ON S.R. 2420 FOR 3.8 KM (2.36 MI) TO STATION ON SOUTH
 FA4421'RIGHT-OF-WAY OF ROAD.
 FA4421'STATION IS 4.96 M (16.27 FT) S30E OF CENTERLINE OF S.R. 2420, 39.62 M
 FA4421'(129.99 FT) S80W OF CENTERLINE OF INTERSECTION S.R. 2420 AND S.R.
 FA4421'2418 (SHEARER RD), 22.40 M (73.49 FT) N40E OF A UTILITY POLE, AND
 FA4421'24.23 M (79.49 FT) N40E OF THE EAST END OF A SOUTHERN BELL BOX NO.
 FA4421'PED-21 E. ROCKY RIVER RD.
 FA4421'TO REACH THE AZIMUTH MARK FROM GPS STATION M 006, PROCEED SOUTHEAST ON
 FA4421'S.R. 2420 FOR 0.40 KM (0.25 MI) TO THE MARK 0.91 M (2.99 FT) N60E OF
 FA4421'THE EDGE OF PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING S27E AND
 FA4421'DISTANCE 440.904 M (1446.533 FT) FROM THE GPS STATION. THE AZIMUTH
 FA4421'MARK IS STAMPED 206.
 FA4421
 FA4421                          STATION RECOVERY (1997)
 FA4421
 FA4421'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4421'RECOVERED IN GOOD CONDITION.
 FA4421
 FA4421                          STATION RECOVERY (2000)
 FA4421
 FA4421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4421'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) NORTHEAST OF CHARLOTTE.
 FA4421'PROCEED ALONG NC 73 FOR 1.35 MI (2.17 KM) EAST FROM I 77 (EXIT 25) TO
 FA4421'NC 115, CONTINUE EAST FOR 2.6 MI (4.2 KM) ALONG NC 73, THENCE
 FA4421'NORTHWEST FOR 2.25 MI (3.62 KM) ALONG DAVIDSON-CONCORD ROAD (SR 2693)
 FA4421', THENCE EAST FOR 2.4 MI (3.9 KM) ALONG EAST ROCKY RIVER ROAD (SR
 FA4421'2420), THENCE SOUTH FOR 0.25 MI (0.40 KM) ALONG SHEARER ROAD (SR
 FA4421'2418), ON THE EAST SIDE OF THE ROAD. MARK IS ABOUT LEVEL WITH SR 2418
 FA4421'AND RECESSED 1 INCH BELOW GROUND. LOCATED 12.5 FT (3.8 M) NORTHEAST OF
 FA4421'THE CENTERLINE OF SR 2418, 51.4 FT (15.7 M) NORTHEAST OF A TELEPHONE
 FA4421'PEDESTAL, 60.3 FT (18.4 M) NORTHWEST OF THE NORTH END OF A 15 INCH
 FA4421'RCP, AND 17.4 FT (5.3 M) SOUTHWEST OF A FENCE POST, WITH REFERENCE
 FA4421'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9385 ***********************************************************************
 DE9385  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9385  DESIGNATION -  206E 200
 DE9385  PID         -  DE9385
 DE9385  STATE/COUNTY-  NC/GUILFORD
 DE9385  USGS QUAD   -  GREENSBORO (1994)
 DE9385
 DE9385                         *CURRENT SURVEY CONTROL
 DE9385  ___________________________________________________________________
 DE9385* NAD 83(2007)-  36 00 15.99793(N)    079 49 09.12161(W)     ADJUSTED  
 DE9385* NAVD 88     -       256.53   (meters)     841.6    (feet)  GPS OBS   
 DE9385  ___________________________________________________________________
 DE9385  EPOCH DATE  -        2002.00
 DE9385  X           -     913,096.738 (meters)                     COMP
 DE9385  Y           -  -5,084,554.124 (meters)                     COMP
 DE9385  Z           -   3,728,723.337 (meters)                     COMP
 DE9385  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DE9385  ELLIP HEIGHT-         225.834 (meters)          (02/10/07) ADJUSTED
 DE9385  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE9385
 DE9385  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9385  Type    PID    Designation                      North   East  Ellip
 DE9385  -------------------------------------------------------------------
 DE9385  NETWORK DE9385 206E 200                          1.63   1.43   2.35
 DE9385  -------------------------------------------------------------------
 DE9385
 DE9385.The horizontal coordinates were established by GPS observations
 DE9385.and adjusted by the National Geodetic Survey in February 2007.
 DE9385
 DE9385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9385.The horizontal coordinates are valid at the epoch date displayed above.
 DE9385.The epoch date for horizontal control is a decimal equivalence
 DE9385.of Year/Month/Day.
 DE9385
 DE9385.The orthometric height was determined by GPS observations and a
 DE9385.high-resolution geoid model.
 DE9385.The orthometric height was determined by GPS observations and a
 DE9385.high-resolution geoid model using precise GPS observation and
 DE9385.processing techniques.
 DE9385
 DE9385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9385
 DE9385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9385
 DE9385.The ellipsoidal height was determined by GPS observations
 DE9385.and is referenced to NAD 83.
 DE9385
 DE9385.The geoid height was determined by GEOID03.
 DE9385
 DE9385;                    North         East     Units Scale Factor Converg.
 DE9385;SPC NC       -   250,398.513   535,747.115   MT  0.99995876   -0 28 22.1
 DE9385;SPC NC       -   821,515.79  1,757,696.99   sFT  0.99995876   -0 28 22.1
 DE9385;UTM  17      - 3,985,086.023   606,419.033   MT  0.99973954   +0 41 39.1
 DE9385
 DE9385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9385!SPC NC       -   0.99996456  x   0.99995876  =   0.99992332
 DE9385!UTM  17      -   0.99996456  x   0.99973954  =   0.99970411
 DE9385
 DE9385                          SUPERSEDED SURVEY CONTROL
 DE9385
 DE9385  NAD 83(2001)-  36 00 15.99819(N)    079 49 09.12143(W) AD(       ) 1
 DE9385  ELLIP H (03/13/03)  225.836  (m)                       GP(       ) 4 2
 DE9385  NAD 83(1986)-  36 00 16.00386(N)    079 49 09.12843(W) AD(       ) 1
 DE9385
 DE9385.Superseded values are not recommended for survey control.
 DE9385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9385.See file dsdata.txt to determine how the superseded data were derived.
 DE9385
 DE9385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0641985086(NAD 83)
 DE9385_MARKER: DD = SURVEY DISK
 DE9385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9385_STAMPING: 206E200 1999
 DE9385_MARK LOGO: NC1940
 DE9385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9385+STABILITY: SURFACE MOTION
 DE9385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9385+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9385
 DE9385  HISTORY     - Date     Condition        Report By
 DE9385  HISTORY     - 1999     MONUMENTED       NC1940
 DE9385
 DE9385                          STATION DESCRIPTION
 DE9385
 DE9385'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9385'STATION IS ABOUT 4.9 MI (7.9 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9385'GREENSBORO GOVERNMENT PLAZA, AND 2.8 MI (4.5 KM) EAST-NORTHEAST OF
 DE9385'GROOMETOWN.
 DE9385'ALONG REHOBETH CHURCH ROAD, 1.75 MI (2.82 KM) SOUTH OF I-85, ON WEST
 DE9385'SIDE OF ROAD OPPOSITE THE LIVING WAY CHRISTIAN FELLOWSHIP (CALDWELL
 DE9385'ACADEMY), AND 0.2 MI (0.3 KM) NORTH OF HOLDEN ROAD.
 DE9385'MARK IS LEVEL WITH THE ROAD AND RECESSED 4-INCHES BELOW GROUND.
 DE9385'LOCATED 12.6 FT (3.8 M) WEST-NORTHWEST OF CENTERLINE OF REHOBETH
 DE9385'CHURCH ROAD, 48.1 FT (14.7 M) SOUTH-SOUTHWEST OF MAILBOX 4429, AND
 DE9385'22.4 FT (6.8 M) SOUTH OF A POWER POLE (25T-G761-G176).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1024 ***********************************************************************
 FB1024  DESIGNATION -  207
 FB1024  PID         -  FB1024
 FB1024  STATE/COUNTY-  NC/MADISON
 FB1024  USGS QUAD   -  WHITE ROCK (1978)
 FB1024
 FB1024                         *CURRENT SURVEY CONTROL
 FB1024  ___________________________________________________________________
 FB1024* NAD 83(1986)-  35 56 06.     (N)    082 44 37.     (W)     SCALED    
 FB1024* NAVD 88     -       514.672  (meters)    1688.55   (feet)  ADJUSTED  
 FB1024  ___________________________________________________________________
 FB1024  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB1024  DYNAMIC HT  -         514.156 (meters)    1686.86  (feet)  COMP
 FB1024  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 FB1024
 FB1024  VERT ORDER  -  SECOND    CLASS 0
 FB1024
 FB1024.The horizontal coordinates were scaled from a topographic map and have
 FB1024.an estimated accuracy of +/- 6 seconds.
 FB1024
 FB1024.The orthometric height was determined by differential leveling
 FB1024.and adjusted in June 1991.
 FB1024
 FB1024.The geoid height was determined by GEOID03.
 FB1024
 FB1024.The dynamic height is computed by dividing the NAVD 88
 FB1024.geopotential number by the normal gravity value computed on the
 FB1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1024.degrees latitude (g = 980.6199 gals.).
 FB1024
 FB1024.The modeled gravity was interpolated from observed gravity values.
 FB1024
 FB1024;                    North         East    Units  Estimated Accuracy
 FB1024;SPC NC       -   248,760.      271,890.      MT  (+/- 180 meters Scaled)
 FB1024
 FB1024                          SUPERSEDED SURVEY CONTROL
 FB1024
 FB1024  NGVD 29 (??/??/92)  514.796  (m)         1688.96   (f) ADJ UNCH    2 0
 FB1024
 FB1024.Superseded values are not recommended for survey control.
 FB1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1024.See file dsdata.txt to determine how the superseded data were derived.
 FB1024
 FB1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV427781(NAD 83)
 FB1024_MARKER: DD = SURVEY DISK
 FB1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1024_STAMPING: 207 1935
 FB1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1024+STABILITY: SURFACE MOTION
 FB1024
 FB1024  HISTORY     - Date     Condition        Report By
 FB1024  HISTORY     - 1935     MONUMENTED       USDA
 FB1024  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB1024  HISTORY     - 19990211 MARK NOT FOUND   NCGS
 FB1024
 FB1024                          STATION DESCRIPTION
 FB1024
 FB1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1024'4 MI SW FROM WHITEROCK.
 FB1024'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 212 FROM THE SCHOOL
 FB1024'AT WHITEROCK, MADISON COUNTY, 45 FEET SOUTH OF THE CENTER OF
 FB1024'THE INTERSECTION OF STATE HIGHWAY 208, 36 FEET SOUTH OF THE NORTH
 FB1024'END OF A BRIDGE OVER SHELTON CREEK, AND 15 FEET WEST OF THE
 FB1024'CENTERLINE OF STATE HIGHWAY 208.  A UNITED STATES DEPARTMENT
 FB1024'OF AGRICULTURE STANDARD DISK, STAMPED 207 1935 AND SET IN THE
 FB1024'TOP OF A CONCRETE POST.
 FB1024
 FB1024                          STATION RECOVERY (1999)
 FB1024
 FB1024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB1024'STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4422 ***********************************************************************
 FA4422  DESIGNATION -  207 AZ MK
 FA4422  PID         -  FA4422
 FA4422  STATE/COUNTY-  NC/MECKLENBURG
 FA4422  USGS QUAD   -  MOORESVILLE (1993)
 FA4422
 FA4422                         *CURRENT SURVEY CONTROL
 FA4422  ___________________________________________________________________
 FA4422* NAD 83(2001)-  35 30 17.67318(N)    080 50 51.50798(W)     NO CHECK  
 FA4422* NAVD 88     -       253.478  (meters)     831.62   (feet)  ADJUSTED  
 FA4422  ___________________________________________________________________
 FA4422  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FA4422  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FA4422  DYNAMIC HT  -         253.244 (meters)     830.85  (feet)  COMP
 FA4422  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 FA4422
 FA4422  HORZ ORDER  -  THIRD
 FA4422  VERT ORDER  -  SECOND    CLASS II
 FA4422
 FA4422.The horizontal coordinates were established by classical geodetic methods
 FA4422.and adjusted by the National Geodetic Survey in August 2005.
 FA4422.No horizontal observational check was made to the station.
 FA4422
 FA4422.The orthometric height was determined by differential leveling
 FA4422.and adjusted in December 2004.
 FA4422
 FA4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4422
 FA4422.The geoid height was determined by GEOID03.
 FA4422
 FA4422.The dynamic height is computed by dividing the NAVD 88
 FA4422.geopotential number by the normal gravity value computed on the
 FA4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4422.degrees latitude (g = 980.6199 gals.).
 FA4422
 FA4422.The modeled gravity was interpolated from observed gravity values.
 FA4422
 FA4422;                    North         East     Units Scale Factor Converg.
 FA4422;SPC NC       -   196,232.650   442,005.470   MT  0.99988232   -1 03 59.1
 FA4422;SPC NC       -   643,806.62  1,450,146.28   sFT  0.99988232   -1 03 59.1
 FA4422;UTM  17      - 3,929,048.585   513,817.065   MT  0.99960235   +0 05 18.5
 FA4422
 FA4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4422!SPC NC       -   0.99996510  x   0.99988232  =   0.99984743
 FA4422!UTM  17      -   0.99996510  x   0.99960235  =   0.99956747
 FA4422
 FA4422                          SUPERSEDED SURVEY CONTROL
 FA4422
 FA4422  NAD 83(1986)-  35 30 17.68832(N)    080 50 51.51699(W) AD(       ) 3
 FA4422
 FA4422.Superseded values are not recommended for survey control.
 FA4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4422.See file dsdata.txt to determine how the superseded data were derived.
 FA4422
 FA4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1381729049(NAD 83)
 FA4422_MARKER: A = ALUMINUM MARKER
 FA4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4422_SP_SET: CONCRETE POST
 FA4422_STAMPING: 207
 FA4422_MARK LOGO: NC0870
 FA4422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4422+STABILITY: SURFACE MOTION
 FA4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4422+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 FA4422
 FA4422  HISTORY     - Date     Condition        Report By
 FA4422  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4422  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4422  HISTORY     - 19990203 GOOD             NCGS
 FA4422
 FA4422                          STATION DESCRIPTION
 FA4422
 FA4422'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4422'MARK IS LOCATED IN MECKLENBURG COUNTY, WITHIN DAVIDSON TOWN LIMITS.
 FA4422'MARK REACHED FIRST BY GOING TO GPS STATION M 007. (22.97 FT) TO REACH
 FA4422'THE STATION FROM THE INTERSECTION OF S.R. 115 AND DEPOT STREET,
 FA4422'PROCEED EAST ON DEPOT STREET FOR .08 KM (0.05 MI) TO INTERSECTION OF
 FA4422'JACKSON STREET. GO SOUTH ON JACKSON STREET FOR .08 KM (0.05 MI) TO
 FA4422'STATION IN WEST RIGHT-OF-WAY OF ROAD ON A CIRCLE DRIVE BEHIND POST
 FA4422'OFFICE MAILBOXES.
 FA4422'TO REACH THE AZIMUTH MARK FROM GPS STATION M 007, PROCEED 0.48 KM
 FA4422'(0.30 MI) NORTH ON JACKSON STREET TO INTERSECTION OF DELBURG STREET.
 FA4422'GO EAST ON DELBURG STREET FOR 15.23 M (49.97 FT) TO A DRIVEWAY.
 FA4422'PROCEED NORTH ON DRIVEWAY FOR 0.05 KM (0.03 MI) TO AZIMUTH MARK ON
 FA4422'EAST RIGHT-OF-WAY OF DRIVE. THE AZIMUTH MARK IS 6.70 M (21.98 FT)
 FA4422'N24E OF A PHONE POLE.  THE AZIMUTH MARK IS COMPASS BEARING N20E AND
 FA4422'DISTANCE 578.647 M (1898.444 FT) FROM THE GPS STATION.  THE AZIMUTH
 FA4422'MARK IS STAMPED 207.
 FA4422
 FA4422                          STATION RECOVERY (1997)
 FA4422
 FA4422'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4422'MARK NOT FOUND.
 FA4422
 FA4422                          STATION RECOVERY (1999)
 FA4422
 FA4422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA4422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9387 ***********************************************************************
 DE9387  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9387  DESIGNATION -  207E 200
 DE9387  PID         -  DE9387
 DE9387  STATE/COUNTY-  NC/GUILFORD
 DE9387  USGS QUAD   -  GREENSBORO (1994)
 DE9387
 DE9387                         *CURRENT SURVEY CONTROL
 DE9387  ___________________________________________________________________
 DE9387* NAD 83(2007)-  36 00 19.14548(N)    079 50 00.91154(W)     ADJUSTED  
 DE9387* NAVD 88     -       254.74   (meters)     835.8    (feet)  GPS OBS   
 DE9387  ___________________________________________________________________
 DE9387  EPOCH DATE  -        2002.00
 DE9387  X           -     911,809.727 (meters)                     COMP
 DE9387  Y           -  -5,084,725.626 (meters)                     COMP
 DE9387  Z           -   3,728,800.739 (meters)                     COMP
 DE9387  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 DE9387  ELLIP HEIGHT-         223.994 (meters)          (02/10/07) ADJUSTED
 DE9387  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DE9387
 DE9387  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9387  Type    PID    Designation                      North   East  Ellip
 DE9387  -------------------------------------------------------------------
 DE9387  NETWORK DE9387 207E 200                          1.63   1.31   2.61
 DE9387  -------------------------------------------------------------------
 DE9387
 DE9387.The horizontal coordinates were established by GPS observations
 DE9387.and adjusted by the National Geodetic Survey in February 2007.
 DE9387
 DE9387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9387.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9387.The horizontal coordinates are valid at the epoch date displayed above.
 DE9387.The epoch date for horizontal control is a decimal equivalence
 DE9387.of Year/Month/Day.
 DE9387
 DE9387.The orthometric height was determined by GPS observations and a
 DE9387.high-resolution geoid model.
 DE9387.The orthometric height was determined by GPS observations and a
 DE9387.high-resolution geoid model using precise GPS observation and
 DE9387.processing techniques.
 DE9387
 DE9387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9387
 DE9387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9387
 DE9387.The ellipsoidal height was determined by GPS observations
 DE9387.and is referenced to NAD 83.
 DE9387
 DE9387.The geoid height was determined by GEOID03.
 DE9387
 DE9387;                    North         East     Units Scale Factor Converg.
 DE9387;SPC NC       -   250,506.316   534,450.997   MT  0.99995896   -0 28 52.0
 DE9387;SPC NC       -   821,869.47  1,753,444.65   sFT  0.99995896   -0 28 52.0
 DE9387;UTM  17      - 3,985,167.389   605,121.276   MT  0.99973616   +0 41 08.7
 DE9387
 DE9387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9387!SPC NC       -   0.99996485  x   0.99995896  =   0.99992381
 DE9387!UTM  17      -   0.99996485  x   0.99973616  =   0.99970101
 DE9387
 DE9387:                Primary Azimuth Mark                     Grid Az
 DE9387:SPC NC       -  154E 200                                 326 20 50.5
 DE9387:UTM  17      -  154E 200                                 325 10 49.8
 DE9387
 DE9387|---------------------------------------------------------------------|
 DE9387| PID    Reference Object                     Distance      Geod. Az  |
 DE9387|                                                           dddmmss.s |
 DE9387| DE9388 154E 200                            APPROX. 0.5 KM 3255158.5 |
 DE9387|---------------------------------------------------------------------|
 DE9387
 DE9387                          SUPERSEDED SURVEY CONTROL
 DE9387
 DE9387  NAD 83(2001)-  36 00 19.14574(N)    079 50 00.91138(W) AD(       ) 1
 DE9387  ELLIP H (03/13/03)  223.997  (m)                       GP(       ) 4 2
 DE9387  NAD 83(1986)-  36 00 19.15189(N)    079 50 00.91897(W) AD(       ) 1
 DE9387
 DE9387.Superseded values are not recommended for survey control.
 DE9387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9387.See file dsdata.txt to determine how the superseded data were derived.
 DE9387
 DE9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0512185167(NAD 83)
 DE9387_MARKER: DD = SURVEY DISK
 DE9387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9387_STAMPING: 207E200 1999
 DE9387_MARK LOGO: NC1940
 DE9387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9387+STABILITY: SURFACE MOTION
 DE9387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9387+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9387
 DE9387  HISTORY     - Date     Condition        Report By
 DE9387  HISTORY     - 1999     MONUMENTED       NC1940
 DE9387
 DE9387                          STATION DESCRIPTION
 DE9387
 DE9387'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9387'STATION IS ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9387'GREENSBORO GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) EAST-NORTHEAST OF
 DE9387'GROOMETOWN.
 DE9387'ALONG HOLDEN ROAD, 0.6 MI (1.0 KM) SOUTH OF I-85, IN THE NORTHWEST
 DE9387'QUADRANT OF INTERSECTION WITH DRUMMOND ROAD, AT THE HOLDEN OFFICE
 DE9387'SUITES AND STERLING SIGN CORPORATION.
 DE9387'MARK IS ABOUT 1-FOOT LOWER THAN THE ROAD AND PROJECTING 2-INCHES ABOVE
 DE9387'THE GROUND. LOCATED 42.8 FT (13.0 M) WEST OF THE CENTERLINE OF HOLDEN
 DE9387'ROAD, 60.0 FT (18.3 M) NORTH OF THE CENTERLINE OF DRUMMOND ROAD, 13.0
 DE9387'FT (4.0 M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 10.5 FT (3.2
 DE9387'M) SOUTHWEST OF A BELLSOUTH UNDERGROUND CABLE MARKER, 17.2 FT (5.2 M)
 DE9387'SOUTHEAST OF A 15-INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4423 ***********************************************************************
 FA4423  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4423  DESIGNATION -  208 AZ MK
 FA4423  PID         -  FA4423
 FA4423  STATE/COUNTY-  NC/MECKLENBURG
 FA4423  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4423
 FA4423                         *CURRENT SURVEY CONTROL
 FA4423  ___________________________________________________________________
 FA4423* NAD 83(2007)-  35 29 18.88888(N)    080 54 30.39269(W)     ADJUSTED  
 FA4423* NAVD 88     -       241.51   (meters)     792.4    (feet)  GPS OBS   
 FA4423  ___________________________________________________________________
 FA4423  EPOCH DATE  -        2002.00
 FA4423  X           -     821,557.631 (meters)                     COMP
 FA4423  Y           -  -5,133,999.616 (meters)                     COMP
 FA4423  Z           -   3,682,258.517 (meters)                     COMP
 FA4423  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FA4423  ELLIP HEIGHT-         210.339 (meters)          (02/10/07) ADJUSTED
 FA4423  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FA4423
 FA4423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4423  Type    PID    Designation                      North   East  Ellip
 FA4423  -------------------------------------------------------------------
 FA4423  NETWORK FA4423 208 AZ MK                         0.51   0.45   0.74
 FA4423  -------------------------------------------------------------------
 FA4423
 FA4423.The horizontal coordinates were established by GPS observations
 FA4423.and adjusted by the National Geodetic Survey in February 2007.
 FA4423
 FA4423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4423.The horizontal coordinates are valid at the epoch date displayed above.
 FA4423.The epoch date for horizontal control is a decimal equivalence
 FA4423.of Year/Month/Day.
 FA4423
 FA4423.The orthometric height was determined by GPS observations and a
 FA4423.high-resolution geoid model.
 FA4423.The orthometric height was determined by GPS observations and a
 FA4423.high-resolution geoid model using precise GPS observation and
 FA4423.processing techniques.
 FA4423
 FA4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4423
 FA4423.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4423
 FA4423.The ellipsoidal height was determined by GPS observations
 FA4423.and is referenced to NAD 83.
 FA4423
 FA4423.The geoid height was determined by GEOID03.
 FA4423
 FA4423;                    North         East     Units Scale Factor Converg.
 FA4423;SPC NC       -   194,525.843   436,456.154   MT  0.99988110   -1 06 05.4
 FA4423;SPC NC       -   638,206.87  1,431,939.90   sFT  0.99988110   -1 06 05.4
 FA4423;UTM  17      - 3,927,230.797   508,304.818   MT  0.99960085   +0 03 11.4
 FA4423
 FA4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4423!SPC NC       -   0.99996699  x   0.99988110  =   0.99984809
 FA4423!UTM  17      -   0.99996699  x   0.99960085  =   0.99956785
 FA4423
 FA4423                          SUPERSEDED SURVEY CONTROL
 FA4423
 FA4423  NAD 83(1986)-  35 29 18.90303(N)    080 54 30.40014(W) AD(       ) 1
 FA4423  NAD 83(2001)-  35 29 18.88917(N)    080 54 30.39252(W) AD(       ) 1
 FA4423  ELLIP H (08/02/04)  210.323  (m)                       GP(       ) 4 1
 FA4423  NAD 83(1986)-  35 29 18.90370(N)    080 54 30.40153(W) AD(       ) 3
 FA4423
 FA4423.Superseded values are not recommended for survey control.
 FA4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4423.See file dsdata.txt to determine how the superseded data were derived.
 FA4423
 FA4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0830527231(NAD 83)
 FA4423_MARKER: A = ALUMINUM MARKER
 FA4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4423_SP_SET: CONCRETE POST
 FA4423_STAMPING: 208
 FA4423_MARK LOGO: NC0870
 FA4423_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4423+STABILITY: SURFACE MOTION
 FA4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4423+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 FA4423
 FA4423  HISTORY     - Date     Condition        Report By
 FA4423  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4423  HISTORY     - 19970315 GOOD             USPSQD
 FA4423  HISTORY     - 20030910 GOOD             NGS+SS
 FA4423  HISTORY     - 20040317 GOOD             USPSQD
 FA4423  HISTORY     - 20051021 GOOD             GEOCAC
 FA4423
 FA4423                          STATION DESCRIPTION
 FA4423
 FA4423'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4423'MARK IS LOCATED IN MECKLENBURG COUNTY, 5.5 KM (3.42 MI) WEST OF
 FA4423'CORNELIUS.
 FA4423'MARK REACHED BY FIRST GOING TO GPS STATION M 008. (26.25 FT) TO REACH
 FA4423'THE STATION FROM THE INTERSECTION OF S.R. 73 AND INTERSTATE 77,
 FA4423'PROCEED WEST ON S.R. 73 FOR 1.2 KM (0.75 MI) TO INTERSECTION OF S.R.
 FA4423'73 AND S.R. 2189 (BETHEL CHURCH RD).  GO NORTHWEST ON S.R. 2189 FOR
 FA4423'2.7 KM (1.68 MI) TO THE STATION AT THE END OF ROAD.
 FA4423'STATION IS 7.43 M (24.38 FT) S73E OF THE CENTERLINE OF STAGHORN COURT,
 FA4423'7.89 M (25.89 FT) N15E OF BETHEL CHURCH ROAD, 3.44 M (11.29 FT) S80W
 FA4423'OF A UTILITY POLE WITH A TAG, AND 2.28 M (7.48 FT) S58W OF A CONCRETE
 FA4423'RIGHT-OF-WAY MARKER.
 FA4423'TO REACH THE AZIMUTH MARK FROM GPS STATION M 008, PROCEED SOUTHEAST ON
 FA4423'BETHEL CHURCH ROAD FOR 0.65 KM (0.40 MI) TO THE MARK IN THE NORTH
 FA4423'RIGHT-OF-WAY OF THE ROAD. THE AZIMUTH MARK IS COMPASS BEARING S80E
 FA4423'AND DISTANCE 607.109 M (1991.823 FT) FROM THE GPS STATION. THE
 FA4423'AZIMUTH MARK IS STAMPED 208.
 FA4423
 FA4423                          STATION RECOVERY (1997)
 FA4423
 FA4423'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4423'RECOVERED IN GOOD CONDITION.
 FA4423
 FA4423                          STATION RECOVERY (2003)
 FA4423
 FA4423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4423'THE STATION IS LOCATED IN MECKLENBURG COUNTY, 5.5 KM (3.42 MI) WEST OF
 FA4423'CORNELIUS, NC.
 FA4423' 
 FA4423'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77
 FA4423'AND CATAWBA AVE  (EXIT 28), GO WESTERLY ON CATAWBA AVE FOR 1.2 KM
 FA4423'(0.75 MI) TO THE INTERSECTION OF BETHEL  CHURCH ROAD (S.R. 2189). TURN
 FA4423'RIGHT AND GO NORTHWEST ON BETHEL CHURCH ROAD FOR 2.09 KM  (1.3 MI) TO
 FA4423'THE STATION ON THE RIGHT JUST PRIOR TO THE JUNCTION OF HAVENVIEW DRIVE
 FA4423'ON THE  RIGHT.
 FA4423' 
 FA4423'THE STATION IS A NORTH CAROLINA AZIMUTH MARK DISK  STAMPED --208-- SET
 FA4423'IN THE TOP OF ROUND  CONCRETE  MONUMENT. IT IS 12.95 M (42.5 FT) EAST
 FA4423'OF THE CENTER OF HAVENVIEW ROAD, 11.92 M (39.1 FT)  SOUTH OF A UTILITY
 FA4423'POLE (NO 11) WITH TAG, 6.52 M (21.4 FT) NORTH OF THE CENTERLINE OF
 FA4423'BETHAL  CHURCH ROAD, 4.75 M (15.6 FT) SOUTH-SOUTHEAST OF A STREET
 FA4423'SIGN, 3.74 M (12.3 FT)  SOUTH-SOUTHWEST OF A GAS PIPELINE VENT, 3.05 M
 FA4423'(10.0 FT) EAST-NORTHEAST OF THE EAST END OF  A CONCRETE CULVERT UNDER
 FA4423'THE ROAD.
 FA4423
 FA4423                          STATION RECOVERY (2004)
 FA4423
 FA4423'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4423'RECOVERED IN GOOD CONDITION.
 FA4423
 FA4423                          STATION RECOVERY (2005)
 FA4423
 FA4423'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0338 ***********************************************************************
 FB0338  DESIGNATION -  2084 RALEIGH
 FB0338  PID         -  FB0338
 FB0338  STATE/COUNTY-  NC/HENDERSON
 FB0338  USGS QUAD   -  ZIRCONIA (1991)
 FB0338
 FB0338                         *CURRENT SURVEY CONTROL
 FB0338  ___________________________________________________________________
 FB0338* NAD 83(1986)-  35 13 47.     (N)    082 24 53.     (W)     SCALED    
 FB0338* NAVD 88     -       635.520  (meters)    2085.04   (feet)  ADJUSTED  
 FB0338  ___________________________________________________________________
 FB0338  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FB0338  DYNAMIC HT  -         634.832 (meters)    2082.78  (feet)  COMP
 FB0338  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 FB0338
 FB0338  VERT ORDER  -  SECOND    CLASS 0
 FB0338
 FB0338.The horizontal coordinates were scaled from a topographic map and have
 FB0338.an estimated accuracy of +/- 6 seconds.
 FB0338
 FB0338.The orthometric height was determined by differential leveling
 FB0338.and adjusted in June 1991.
 FB0338
 FB0338.The geoid height was determined by GEOID03.
 FB0338
 FB0338.The dynamic height is computed by dividing the NAVD 88
 FB0338.geopotential number by the normal gravity value computed on the
 FB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0338.degrees latitude (g = 980.6199 gals.).
 FB0338
 FB0338.The modeled gravity was interpolated from observed gravity values.
 FB0338
 FB0338;                    North         East    Units  Estimated Accuracy
 FB0338;SPC NC       -   169,490.      298,850.      MT  (+/- 180 meters Scaled)
 FB0338
 FB0338                          SUPERSEDED SURVEY CONTROL
 FB0338
 FB0338  NGVD 29 (??/??/92)  635.556  (m)         2085.15   (f) ADJ UNCH    2 0
 FB0338
 FB0338.Superseded values are not recommended for survey control.
 FB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0338.See file dsdata.txt to determine how the superseded data were derived.
 FB0338
 FB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU712994(NAD 83)
 FB0338_MARKER: P = PIPE CAP
 FB0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0338_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0338_STAMPING: 2085.649 2084 RALEIGH 1903
 FB0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0338
 FB0338  HISTORY     - Date     Condition        Report By
 FB0338  HISTORY     - 1903     MONUMENTED       USGS
 FB0338  HISTORY     - 1936     POOR             SCGS
 FB0338
 FB0338                          STATION DESCRIPTION
 FB0338
 FB0338'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 1936
 FB0338'2.2 MI S FROM TUXEDO.
 FB0338'2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM TUXEDO, HENDERSON
 FB0338'COUNTY, 0.3 MILE SOUTHEAST OF MILEPOST 28, AT THE SOUTHEAST
 FB0338'QUADRANT OF A COUNTY-ROAD CROSSING, 30 FEET SOUTH OF THE SOUTH
 FB0338'RAIL, AND AT THE EAST EDGE OF THE ROAD.  A UNITED STATES GEOLOGICAL
 FB0338'SURVEY STANDARD CAP, STAMPED 2085.649 2084 RALEIGH 1903 AND
 FB0338'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0527 ***********************************************************************
 FB0527  DESIGNATION -  2086
 FB0527  PID         -  FB0527
 FB0527  STATE/COUNTY-  NC/HENDERSON
 FB0527  USGS QUAD   -  SKYLAND (1991)
 FB0527
 FB0527                         *CURRENT SURVEY CONTROL
 FB0527  ___________________________________________________________________
 FB0527* NAD 83(1986)-  35 23 19.     (N)    082 34 00.     (W)     SCALED    
 FB0527* NAVD 88     -       632.60   (+/-2cm)    2075.5    (feet)  VERTCON   
 FB0527  ___________________________________________________________________
 FB0527  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB0527  VERT ORDER  -  ? (See Below)
 FB0527
 FB0527.The horizontal coordinates were scaled from a topographic map and have
 FB0527.an estimated accuracy of +/- 6 seconds.
 FB0527
 FB0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0527.The vertical order pertains to the NGVD 29 superseded value.
 FB0527
 FB0527.The geoid height was determined by GEOID03.
 FB0527
 FB0527;                    North         East    Units  Estimated Accuracy
 FB0527;SPC NC       -   187,590.      285,660.      MT  (+/- 180 meters Scaled)
 FB0527
 FB0527                          SUPERSEDED SURVEY CONTROL
 FB0527
 FB0527  NGVD 29 (??/??/92)  632.644  (m)         2075.60   (f) ADJ UNCH    ?  
 FB0527
 FB0527.Superseded values are not recommended for survey control.
 FB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0527.See file dsdata.txt to determine how the superseded data were derived.
 FB0527
 FB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV577172(NAD 83)
 FB0527_MARKER: B = BOLT
 FB0527_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB0527_STAMPING: USGS 2086
 FB0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0527
 FB0527  HISTORY     - Date     Condition        Report By
 FB0527  HISTORY     - UNK      MONUMENTED       USGS
 FB0527  HISTORY     - 1940     GOOD             TVA
 FB0527
 FB0527                          STATION DESCRIPTION
 FB0527
 FB0527'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0527'AT MILLS RIVER.
 FB0527'AT MILLS RIVER, HENDERSON COUNTY, 20 FEET EAST OF THE FORMER
 FB0527'POST OFFICE, AND IN A ROCK.  A COPPER BOLT STAMPED USGS 2086.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9221 ***********************************************************************
 DE9221  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9221  DESIGNATION -  208W 200
 DE9221  PID         -  DE9221
 DE9221  STATE/COUNTY-  NC/GUILFORD
 DE9221  USGS QUAD   -  GREENSBORO (1994)
 DE9221
 DE9221                         *CURRENT SURVEY CONTROL
 DE9221  ___________________________________________________________________
 DE9221* NAD 83(2007)-  36 00 02.28425(N)    079 51 52.89257(W)     ADJUSTED  
 DE9221* NAVD 88     -       255.01   (meters)     836.6    (feet)  GPS OBS   
 DE9221  ___________________________________________________________________
 DE9221  EPOCH DATE  -        2002.00
 DE9221  X           -     909,102.884 (meters)                     COMP
 DE9221  Y           -  -5,085,520.775 (meters)                     COMP
 DE9221  Z           -   3,728,380.402 (meters)                     COMP
 DE9221  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 DE9221  ELLIP HEIGHT-         224.173 (meters)          (02/10/07) ADJUSTED
 DE9221  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9221
 DE9221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9221  Type    PID    Designation                      North   East  Ellip
 DE9221  -------------------------------------------------------------------
 DE9221  NETWORK DE9221 208W 200                          1.20   0.90   1.71
 DE9221  -------------------------------------------------------------------
 DE9221
 DE9221.The horizontal coordinates were established by GPS observations
 DE9221.and adjusted by the National Geodetic Survey in February 2007.
 DE9221
 DE9221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9221.The horizontal coordinates are valid at the epoch date displayed above.
 DE9221.The epoch date for horizontal control is a decimal equivalence
 DE9221.of Year/Month/Day.
 DE9221
 DE9221.The orthometric height was determined by GPS observations and a
 DE9221.high-resolution geoid model.
 DE9221.The orthometric height was determined by GPS observations and a
 DE9221.high-resolution geoid model using precise GPS observation and
 DE9221.processing techniques.
 DE9221
 DE9221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9221
 DE9221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9221
 DE9221.The ellipsoidal height was determined by GPS observations
 DE9221.and is referenced to NAD 83.
 DE9221
 DE9221.The geoid height was determined by GEOID03.
 DE9221
 DE9221;                    North         East     Units Scale Factor Converg.
 DE9221;SPC NC       -   250,010.648   531,642.260   MT  0.99995789   -0 29 56.7
 DE9221;SPC NC       -   820,243.27  1,744,229.65   sFT  0.99995789   -0 29 56.7
 DE9221;UTM  17      - 3,984,614.761   602,323.845   MT  0.99972901   +0 40 02.6
 DE9221
 DE9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9221!SPC NC       -   0.99996482  x   0.99995789  =   0.99992271
 DE9221!UTM  17      -   0.99996482  x   0.99972901  =   0.99969384
 DE9221
 DE9221:                Primary Azimuth Mark                     Grid Az
 DE9221:SPC NC       -  209E 200                                 258 58 28.4
 DE9221:UTM  17      -  209E 200                                 257 48 29.1
 DE9221
 DE9221|---------------------------------------------------------------------|
 DE9221| PID    Reference Object                     Distance      Geod. Az  |
 DE9221|                                                           dddmmss.s |
 DE9221| DE9222 209E 200                            417.229 METERS 2582831.7 |
 DE9221|---------------------------------------------------------------------|
 DE9221
 DE9221                          SUPERSEDED SURVEY CONTROL
 DE9221
 DE9221  NAD 83(2001)-  36 00 02.28450(N)    079 51 52.89242(W) AD(       ) 1
 DE9221  ELLIP H (03/13/03)  224.178  (m)                       GP(       ) 4 2
 DE9221  NAD 83(1986)-  36 00 02.29083(N)    079 51 52.90022(W) AD(       ) 1
 DE9221
 DE9221.Superseded values are not recommended for survey control.
 DE9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9221.See file dsdata.txt to determine how the superseded data were derived.
 DE9221
 DE9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0232484615(NAD 83)
 DE9221_MARKER: DD = SURVEY DISK
 DE9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9221_STAMPING: 208W.200 7/97
 DE9221_MARK LOGO: NC1940
 DE9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9221+STABILITY: SURFACE MOTION
 DE9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9221+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9221
 DE9221  HISTORY     - Date     Condition        Report By
 DE9221  HISTORY     - 1997     MONUMENTED       NC1940
 DE9221
 DE9221                          STATION DESCRIPTION
 DE9221
 DE9221'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9221'STATION IS LOCATED IN GREENSBORO, ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF
 DE9221'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF GROOMETOWN
 DE9221'ROAD AND GRANDOVER PARKWAY.
 DE9221'ALONG GROOMETOWN ROAD FOR 0.2 MI (0.3 KM) NORTH FROM THE BRIDGE OVER
 DE9221'I-85 TO GRANDOVER PARKWAY AND STATION, IN THE NORTHWEST QUADRANT OF
 DE9221'INTERSECTION.
 DE9221'MARK IS ABOUT 1/2-FOOT LOWER THAN CENTERLINE OF GROOMETOWN ROAD AND
 DE9221'RECESSED 1-INCH BELOW GROUND. LOCATED 39.8 FT (12.1 M) WEST OF THE
 DE9221'CENTERLINE OF SOUTHBOUND LANES OF GROOMETOWN ROAD, 25.8 FT (7.9 M)
 DE9221'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 9.5 FT (2.9 M) WEST-NORTHWEST OF A
 DE9221'(GROOMETOWN/GRANDOVER) ROAD SIGN, 22.0 FT (6.7 M) NORTHEAST OF POWER
 DE9221'POLE, AND 27 FT (8.2 M) WEST-SOUTHWEST OF A CATCH BASIN (AT END OF
 DE9221'RADIUS ON GROOMETOWN CURB).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9508 ***********************************************************************
 DE9508  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9508  DESIGNATION -  208W 201
 DE9508  PID         -  DE9508
 DE9508  STATE/COUNTY-  NC/GUILFORD
 DE9508  USGS QUAD   -  GREENSBORO (1994)
 DE9508
 DE9508                         *CURRENT SURVEY CONTROL
 DE9508  ___________________________________________________________________
 DE9508* NAD 83(2007)-  36 00 22.76748(N)    079 51 19.69897(W)     ADJUSTED  
 DE9508* NAVD 88     -       252.07   (meters)     827.0    (feet)  GPS OBS   
 DE9508  ___________________________________________________________________
 DE9508  EPOCH DATE  -        2002.00
 DE9508  X           -     909,855.486 (meters)                     COMP
 DE9508  Y           -  -5,085,006.752 (meters)                     COMP
 DE9508  Z           -   3,728,889.438 (meters)                     COMP
 DE9508  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 DE9508  ELLIP HEIGHT-         221.250 (meters)          (02/10/07) ADJUSTED
 DE9508  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DE9508
 DE9508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9508  Type    PID    Designation                      North   East  Ellip
 DE9508  -------------------------------------------------------------------
 DE9508  NETWORK DE9508 208W 201                          1.22   0.98   1.84
 DE9508  -------------------------------------------------------------------
 DE9508
 DE9508.The horizontal coordinates were established by GPS observations
 DE9508.and adjusted by the National Geodetic Survey in February 2007.
 DE9508
 DE9508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9508.The horizontal coordinates are valid at the epoch date displayed above.
 DE9508.The epoch date for horizontal control is a decimal equivalence
 DE9508.of Year/Month/Day.
 DE9508
 DE9508.The orthometric height was determined by GPS observations and a
 DE9508.high-resolution geoid model.
 DE9508.The orthometric height was determined by GPS observations and a
 DE9508.high-resolution geoid model using precise GPS observation and
 DE9508.processing techniques.
 DE9508
 DE9508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9508
 DE9508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9508
 DE9508.The ellipsoidal height was determined by GPS observations
 DE9508.and is referenced to NAD 83.
 DE9508
 DE9508.The geoid height was determined by GEOID03.
 DE9508
 DE9508;                    North         East     Units Scale Factor Converg.
 DE9508;SPC NC       -   250,634.730   532,478.976   MT  0.99995919   -0 29 37.5
 DE9508;SPC NC       -   822,290.78  1,746,974.77   sFT  0.99995919   -0 29 37.5
 DE9508;UTM  17      - 3,985,255.601   603,147.494   MT  0.99973110   +0 40 22.4
 DE9508
 DE9508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9508!SPC NC       -   0.99996528  x   0.99995919  =   0.99992447
 DE9508!UTM  17      -   0.99996528  x   0.99973110  =   0.99969639
 DE9508
 DE9508                          SUPERSEDED SURVEY CONTROL
 DE9508
 DE9508  NAD 83(2001)-  36 00 22.76774(N)    079 51 19.69881(W) AD(       ) 1
 DE9508  ELLIP H (03/13/03)  221.255  (m)                       GP(       ) 4 2
 DE9508  NAD 83(1986)-  36 00 22.77402(N)    079 51 19.70654(W) AD(       ) 1
 DE9508
 DE9508.Superseded values are not recommended for survey control.
 DE9508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9508.See file dsdata.txt to determine how the superseded data were derived.
 DE9508
 DE9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0314785256(NAD 83)
 DE9508_MARKER: DD = SURVEY DISK
 DE9508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9508_STAMPING: 208W201 1999
 DE9508_MARK LOGO: NC1940
 DE9508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9508+STABILITY: SURFACE MOTION
 DE9508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9508+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9508
 DE9508  HISTORY     - Date     Condition        Report By
 DE9508  HISTORY     - 1999     MONUMENTED       NC1940
 DE9508
 DE9508                          STATION DESCRIPTION
 DE9508
 DE9508'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9508'STATION IS ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9508'GOVERNMENT PLAZA, AND AT THE INTERSECTION OF WILEY DAVIS ROAD AND
 DE9508'SOCIETY LANE.
 DE9508'PROCEED FROM I-85, NORTH 0.1 MI (0.2 KM) ALONG GROOMETOWN ROAD, THENCE
 DE9508'EAST-NORTHEAST FOR 0.7 MI (1.1 KM) ALONG WILEY DAVIS ROAD TO STATION,
 DE9508'95-FEET NORTHEAST OF INTERSECTION WITH SOCIETY LANE (A DIRT DRIVE).
 DE9508'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9508'LOCATED 15.2 FT (4.6 M) SOUTHEAST OF CENTERLINE OF ROAD OR 4.9 FT (1.5
 DE9508'M) SOUTHEAST OF EDGE OF PAVEMENT, 7.2 FT (2.2 M) NORTHWEST OF CENTER
 DE9508'OF DITCH, 92.0 FT (28.0 M) NORTHEAST OF MAILBOX (AT SOCIETY LANE),
 DE9508'94.2 FT (28.7 M) NORTHEAST OF STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4424 ***********************************************************************
 FA4424  DESIGNATION -  209 AZ MK
 FA4424  PID         -  FA4424
 FA4424  STATE/COUNTY-  NC/MECKLENBURG
 FA4424  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4424
 FA4424                         *CURRENT SURVEY CONTROL
 FA4424  ___________________________________________________________________
 FA4424* NAD 83(2001)-  35 28 15.14080(N)    080 55 26.65207(W)     NO CHECK  
 FA4424* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 FA4424  ___________________________________________________________________
 FA4424  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FA4424  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA4424  HORZ ORDER  -  THIRD
 FA4424
 FA4424.The horizontal coordinates were established by classical geodetic methods
 FA4424.and adjusted by the National Geodetic Survey in August 2005.
 FA4424.No horizontal observational check was made to the station.
 FA4424
 FA4424.The orthometric height was scaled from a topographic map.
 FA4424
 FA4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4424
 FA4424.The geoid height was determined by GEOID03.
 FA4424
 FA4424;                    North         East     Units Scale Factor Converg.
 FA4424;SPC NC       -   192,589.146   435,000.430   MT  0.99987988   -1 06 37.9
 FA4424;SPC NC       -   631,852.89  1,427,163.91   sFT  0.99987988   -1 06 37.9
 FA4424;UTM  17      - 3,925,265.710   506,888.811   MT  0.99960058   +0 02 38.6
 FA4424
 FA4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4424!SPC NC       -   0.99996663  x   0.99987988  =   0.99984651
 FA4424!UTM  17      -   0.99996663  x   0.99960058  =   0.99956722
 FA4424
 FA4424                          SUPERSEDED SURVEY CONTROL
 FA4424
 FA4424  NAD 83(1986)-  35 28 15.15452(N)    080 55 26.66039(W) AD(       ) 3
 FA4424
 FA4424.Superseded values are not recommended for survey control.
 FA4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4424.See file dsdata.txt to determine how the superseded data were derived.
 FA4424
 FA4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0688925266(NAD 83)
 FA4424_MARKER: A = ALUMINUM MARKER
 FA4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4424_SP_SET: CONCRETE POST
 FA4424_STAMPING: 209
 FA4424_MARK LOGO: NC0870
 FA4424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4424+STABILITY: SURFACE MOTION
 FA4424
 FA4424  HISTORY     - Date     Condition        Report By
 FA4424  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4424  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4424  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4424
 FA4424                          STATION DESCRIPTION
 FA4424
 FA4424'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4424'MARK IS LOCATED IN MECKLENBURG COUNTY, 7.25 KM (4.50 MI) SOUTHWEST OF
 FA4424'CORNELIUS.
 FA4424'MARK REACHED BY FIRST GOING TO GPS STATION M 009. (29.53 FT) TO REACH
 FA4424'THE STATION FROM THE INTERSECTION OF S.R. 73 AND INTERSTATE 77,
 FA4424'PROCEED WEST ON S.R. 73 FOR 1.53 KM (0.95 MI) TO S.R. 2151 (JETTON
 FA4424'ROAD). GO WEST ON S.R. 2151 FOR 3.22 KM (2.00 MI) TO S.R. 2149
 FA4424'(BEATTIES FORD RD). PROCEED SOUTH ON S.R. 2149 FOR 0.56 KM (0.35 MI)
 FA4424'TO INTERSECTION OF GREEN DOLPHIN LANE. STATION IS LOCATED
 FA4424'APPROXIMATELY 15.0 M (49.21 FT)  SOUTH OF THE INTERSECTION IN THE
 FA4424'WEST RIGHT-WAY OF BEATTIES FORD ROAD.
 FA4424'STATION IS 3.28 M (10.76 FT) NORTHWEST OF CENTERLINE OF S.R. 2149,
 FA4424'14.50 M (47.57 FT) SOUTHWEST OF CENTERLINE OF GREEN DOLPHIN LANE, AND
 FA4424'23.22 M (76.18 FT) SOUTHEAST OF A UTILITY POLE.
 FA4424'TO REACH THE AZIMUTH MARK FROM GPS STATION M 009, PROCEED NORTH ON
 FA4424'BEATTIES FORD ROAD FOR 0.5 KM (0.31 MI) TO THE MARK IN THE EAST
 FA4424'RIGHT-OF-WAY OF BEATTIES FORD ROAD, 0.24 M (0.79 FT) S83E OF EDGE OF
 FA4424'PAVEMENT.  THE AZIMUTH MARK IS APPROXIMATE BEARING DUE NORTH AND
 FA4424'DISTANCE 573.664 M (1882.096 FT) FROM THE GPS STATION. THE AZIMUTH
 FA4424'MARK IS STAMPED 209.
 FA4424
 FA4424                          STATION RECOVERY (1997)
 FA4424
 FA4424'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4424'MARK NOT FOUND.
 FA4424
 FA4424                          STATION RECOVERY (2004)
 FA4424
 FA4424'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4424'SEARCHED NEAR BEATTIES FORD ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0347 ***********************************************************************
 FA0347  DESIGNATION -  209 HLZ
 FA0347  PID         -  FA0347
 FA0347  STATE/COUNTY-  NC/MECKLENBURG
 FA0347  USGS QUAD   -  MATTHEWS (1988)
 FA0347
 FA0347                         *CURRENT SURVEY CONTROL
 FA0347  ___________________________________________________________________
 FA0347* NAD 83(1986)-  35 07 10.     (N)    080 41 55.     (W)     SCALED    
 FA0347* NAVD 88     -       233.426  (meters)     765.83   (feet)  ADJUSTED  
 FA0347  ___________________________________________________________________
 FA0347  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA0347  DYNAMIC HT  -         233.210 (meters)     765.12  (feet)  COMP
 FA0347  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 FA0347
 FA0347  VERT ORDER  -  SECOND    CLASS 0
 FA0347
 FA0347.The horizontal coordinates were scaled from a topographic map and have
 FA0347.an estimated accuracy of +/- 6 seconds.
 FA0347
 FA0347.The orthometric height was determined by differential leveling
 FA0347.and adjusted in June 1991.
 FA0347
 FA0347.The geoid height was determined by GEOID03.
 FA0347
 FA0347.The dynamic height is computed by dividing the NAVD 88
 FA0347.geopotential number by the normal gravity value computed on the
 FA0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0347.degrees latitude (g = 980.6199 gals.).
 FA0347
 FA0347.The modeled gravity was interpolated from observed gravity values.
 FA0347
 FA0347;                    North         East    Units  Estimated Accuracy
 FA0347;SPC NC       -   153,240.      454,790.      MT  (+/- 180 meters Scaled)
 FA0347
 FA0347                          SUPERSEDED SURVEY CONTROL
 FA0347
 FA0347  NGVD 29 (??/??/92)  233.654  (m)          766.58   (f) ADJ UNCH    2 0
 FA0347
 FA0347.Superseded values are not recommended for survey control.
 FA0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0347.See file dsdata.txt to determine how the superseded data were derived.
 FA0347
 FA0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU274863(NAD 83)
 FA0347_MARKER: DB = BENCH MARK DISK
 FA0347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FA0347_SP_SET: GAS PUMP BASE
 FA0347_STAMPING: 209 HLZ 1969
 FA0347_MARK LOGO: USGS  
 FA0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0347+STABILITY: SURFACE MOTION
 FA0347
 FA0347  HISTORY     - Date     Condition        Report By
 FA0347  HISTORY     - 1969     MONUMENTED       USGS
 FA0347  HISTORY     - 1972     GOOD             NCGS
 FA0347  HISTORY     - 1976     GOOD             LOCSUR
 FA0347  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0347  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0347  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0347  HISTORY     - 20000823 SEE DESCRIPTION  NCGS
 FA0347  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 FA0347
 FA0347                          STATION DESCRIPTION
 FA0347
 FA0347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0347'1.4 MI E FROM MATTHEWS.
 FA0347'STATION IS IN THE W QUADRANT OF INTERSECTION OF U.S. 74 AND NC 51,
 FA0347'1.3 MI. NW OF MECKLENBURG-UNION COUNTY LINE CROSSING ON U.S.
 FA0347'74, AT MATTHEWS TEXACO STATION, IN S END OF GAS PUMP BASE AT SE
 FA0347'SIDE OF STATION, 67.0 FT NW OF NCGS TRAVERSE STATION PIK.  DISK
 FA0347'IS SET IN DRILL HOLE IN GAS PUMP BASE.
 FA0347
 FA0347                          STATION RECOVERY (1976)
 FA0347
 FA0347'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FA0347'RECOVERED IN GOOD CONDITION.
 FA0347
 FA0347                          STATION RECOVERY (1987)
 FA0347
 FA0347'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0347'MARK NOT FOUND.
 FA0347
 FA0347                          STATION RECOVERY (1988)
 FA0347
 FA0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0347'MARK NOT FOUND.
 FA0347
 FA0347                          STATION RECOVERY (1989)
 FA0347
 FA0347'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0347'MARK NOT FOUND.
 FA0347
 FA0347                          STATION RECOVERY (2000)
 FA0347
 FA0347'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0347'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  THE SITE HAS BEEN
 FA0347'REBUILT WITH A NEW STORE AND GAS PUMPS.
 FA0347
 FA0347                          STATION RECOVERY (2004)
 FA0347
 FA0347'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0347'TEXACO STATION IS GONE.  SHELL HERE NOW.  ALL NEW PUMPS AND ISLANDS.
 FA0347'MARKER MAY BE LOST.
 FA0347' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0344 ***********************************************************************
 FB0344  DESIGNATION -  2096
 FB0344  PID         -  FB0344
 FB0344  STATE/COUNTY-  NC/POLK
 FB0344  USGS QUAD   -  SALUDA (1987)
 FB0344
 FB0344                         *CURRENT SURVEY CONTROL
 FB0344  ___________________________________________________________________
 FB0344* NAD 83(1986)-  35 14 11.     (N)    082 20 53.     (W)     SCALED    
 FB0344* NAVD 88     -       639.198  (meters)    2097.10   (feet)  ADJUSTED  
 FB0344  ___________________________________________________________________
 FB0344  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FB0344  DYNAMIC HT  -         638.513 (meters)    2094.85  (feet)  COMP
 FB0344  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 FB0344
 FB0344  VERT ORDER  -  SECOND    CLASS 0
 FB0344
 FB0344.The horizontal coordinates were scaled from a topographic map and have
 FB0344.an estimated accuracy of +/- 6 seconds.
 FB0344
 FB0344.The orthometric height was determined by differential leveling
 FB0344.and adjusted in June 1991.
 FB0344
 FB0344.The geoid height was determined by GEOID03.
 FB0344
 FB0344.The dynamic height is computed by dividing the NAVD 88
 FB0344.geopotential number by the normal gravity value computed on the
 FB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0344.degrees latitude (g = 980.6199 gals.).
 FB0344
 FB0344.The modeled gravity was interpolated from observed gravity values.
 FB0344
 FB0344;                    North         East    Units  Estimated Accuracy
 FB0344;SPC NC       -   170,020.      304,940.      MT  (+/- 180 meters Scaled)
 FB0344
 FB0344                          SUPERSEDED SURVEY CONTROL
 FB0344
 FB0344  NGVD 29 (??/??/92)  639.241  (m)         2097.24   (f) ADJ UNCH    2 0
 FB0344
 FB0344.Superseded values are not recommended for survey control.
 FB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0344.See file dsdata.txt to determine how the superseded data were derived.
 FB0344
 FB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV773000(NAD 83)
 FB0344_MARKER: DD = SURVEY DISK
 FB0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0344_SP_SET: BUILDING
 FB0344_STAMPING: 2097.784 2096 RALEIGH 1903
 FB0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0344
 FB0344  HISTORY     - Date     Condition        Report By
 FB0344  HISTORY     - 1903     MONUMENTED       USGS
 FB0344  HISTORY     - 1932     GOOD             NGS
 FB0344  HISTORY     - 1936     GOOD             USGS
 FB0344
 FB0344                          STATION DESCRIPTION
 FB0344
 FB0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 FB0344'AT SALUDA.
 FB0344'AT SALUDA, POLK COUNTY, 0.3 MILE EAST ALONG THE SOUTHERN RAILWAY
 FB0344'FROM THE STATION, 50 FEET NORTHWEST OF THE TRACK, IN THE BRICKWALL
 FB0344'OF THE J.B. BRADLEY GROCERY CO BUILDING, AT THE SOUTHWEST CORNER,
 FB0344'AND 4 FEET HIGHER THAN THE GROUND.  A UNITED STATES GEOLOGICAL
 FB0344'SURVEY STANDARD DISK, STAMPED 2097.784 2096 RALEIGH 1903 AND SET
 FB0344'VERTICALLY.
 FB0344
 FB0344                          STATION RECOVERY (1936)
 FB0344
 FB0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 FB0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9222 ***********************************************************************
 DE9222  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9222  DESIGNATION -  209E 200
 DE9222  PID         -  DE9222
 DE9222  STATE/COUNTY-  NC/GUILFORD
 DE9222  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9222
 DE9222                         *CURRENT SURVEY CONTROL
 DE9222  ___________________________________________________________________
 DE9222* NAD 83(2007)-  35 59 59.57944(N)    079 52 09.21557(W)     ADJUSTED  
 DE9222* NAVD 88     -       249.98   (meters)     820.1    (feet)  GPS OBS   
 DE9222  ___________________________________________________________________
 DE9222  EPOCH DATE  -        2002.00
 DE9222  X           -     908,708.335 (meters)                     COMP
 DE9222  Y           -  -5,085,636.928 (meters)                     COMP
 DE9222  Z           -   3,728,309.991 (meters)                     COMP
 DE9222  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 DE9222  ELLIP HEIGHT-         219.132 (meters)          (02/10/07) ADJUSTED
 DE9222  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9222
 DE9222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9222  Type    PID    Designation                      North   East  Ellip
 DE9222  -------------------------------------------------------------------
 DE9222  NETWORK DE9222 209E 200                          1.12   0.86   1.63
 DE9222  -------------------------------------------------------------------
 DE9222
 DE9222.The horizontal coordinates were established by GPS observations
 DE9222.and adjusted by the National Geodetic Survey in February 2007.
 DE9222
 DE9222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9222.The horizontal coordinates are valid at the epoch date displayed above.
 DE9222.The epoch date for horizontal control is a decimal equivalence
 DE9222.of Year/Month/Day.
 DE9222
 DE9222.The orthometric height was determined by GPS observations and a
 DE9222.high-resolution geoid model.
 DE9222.The orthometric height was determined by GPS observations and a
 DE9222.high-resolution geoid model using precise GPS observation and
 DE9222.processing techniques.
 DE9222
 DE9222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9222
 DE9222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9222
 DE9222.The ellipsoidal height was determined by GPS observations
 DE9222.and is referenced to NAD 83.
 DE9222
 DE9222.The geoid height was determined by GEOID03.
 DE9222
 DE9222;                    North         East     Units Scale Factor Converg.
 DE9222;SPC NC       -   249,930.858   531,232.748   MT  0.99995772   -0 30 06.1
 DE9222;SPC NC       -   819,981.49  1,742,886.11   sFT  0.99995772   -0 30 06.1
 DE9222;UTM  17      - 3,984,526.671   601,916.136   MT  0.99972798   +0 39 52.9
 DE9222
 DE9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9222!SPC NC       -   0.99996561  x   0.99995772  =   0.99992333
 DE9222!UTM  17      -   0.99996561  x   0.99972798  =   0.99969360
 DE9222
 DE9222:                Primary Azimuth Mark                     Grid Az
 DE9222:SPC NC       -  208W 200                                 078 58 28.2
 DE9222:UTM  17      -  208W 200                                 077 48 29.2
 DE9222
 DE9222|---------------------------------------------------------------------|
 DE9222| PID    Reference Object                     Distance      Geod. Az  |
 DE9222|                                                           dddmmss.s |
 DE9222| DE9221 208W 200                            417.229 METERS 0782822.1 |
 DE9222| AH6606 TOWN                                464.444 METERS 1152737.6 |
 DE9222| DE9502 209W 200                            180.593 METERS 20611     |
 DE9222|---------------------------------------------------------------------|
 DE9222
 DE9222                          SUPERSEDED SURVEY CONTROL
 DE9222
 DE9222  NAD 83(2001)-  35 59 59.57969(N)    079 52 09.21543(W) AD(       ) 1
 DE9222  ELLIP H (03/13/03)  219.138  (m)                       GP(       ) 4 2
 DE9222  NAD 83(1986)-  35 59 59.58605(N)    079 52 09.22321(W) AD(       ) 1
 DE9222
 DE9222.Superseded values are not recommended for survey control.
 DE9222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9222.See file dsdata.txt to determine how the superseded data were derived.
 DE9222
 DE9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0191684527(NAD 83)
 DE9222_MARKER: DD = SURVEY DISK
 DE9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9222_STAMPING: 209E.200 7/97
 DE9222_MARK LOGO: NC1940
 DE9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9222+STABILITY: SURFACE MOTION
 DE9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9222+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9222
 DE9222  HISTORY     - Date     Condition        Report By
 DE9222  HISTORY     - 1997     MONUMENTED       NC1940
 DE9222
 DE9222                          STATION DESCRIPTION
 DE9222
 DE9222'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9222'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF THE DOWNTOWN
 DE9222'GREENSBORO GOVERNMENT COMPLEX, AT THE INTERSECTION OF GRANDOVER
 DE9222'PARKWAY AND GREEN LAKE COURT.
 DE9222'PROCEED ALONG GROOMETOWN ROAD FOR 0.2 MI (0.3 KM) NORTH FROM I-85,
 DE9222'THENCE LEFT/WEST FOR 0.2 MI (0.3 KM) ALONG GRANDOVER PARKWAY, THENCE
 DE9222'RIGHT/NORTH ALONG GREEN LAKE COURT FOR ABOUT 100-FEET TO STATION ON
 DE9222'LEFT/WEST.
 DE9222'MARK IS ABOUT 4-FEET LOWER THAN CENTERLINE OF GREEN LAKE COURT AND
 DE9222'RECESSED 2-INCHES BELOW GROUND. LOCATED 31.6 FT (9.6 M) SOUTHWEST OF
 DE9222'THE CENTERLINE OF GREEN LAKE COURT, 71.1 FT (21.7 M) EAST OF A 5-FOOT
 DE9222'DIAMETER CONCRETE PIPE AND 91.2 FT (27.8 M) NORTHWEST OF METAL LIGHT
 DE9222'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9504 ***********************************************************************
 DE9504  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9504  DESIGNATION -  209E 201
 DE9504  PID         -  DE9504
 DE9504  STATE/COUNTY-  NC/GUILFORD
 DE9504  USGS QUAD   -  GREENSBORO (1994)
 DE9504
 DE9504                         *CURRENT SURVEY CONTROL
 DE9504  ___________________________________________________________________
 DE9504* NAD 83(2007)-  36 00 17.36934(N)    079 52 14.13252(W)     ADJUSTED  
 DE9504* NAVD 88     -       263.67   (meters)     865.1    (feet)  GPS OBS   
 DE9504  ___________________________________________________________________
 DE9504  EPOCH DATE  -        2002.00
 DE9504  X           -     908,532.360 (meters)                     COMP
 DE9504  Y           -  -5,085,352.174 (meters)                     COMP
 DE9504  Z           -   3,728,761.628 (meters)                     COMP
 DE9504  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DE9504  ELLIP HEIGHT-         232.801 (meters)          (02/10/07) ADJUSTED
 DE9504  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DE9504
 DE9504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9504  Type    PID    Designation                      North   East  Ellip
 DE9504  -------------------------------------------------------------------
 DE9504  NETWORK DE9504 209E 201                          1.37   1.10   1.98
 DE9504  -------------------------------------------------------------------
 DE9504
 DE9504.The horizontal coordinates were established by GPS observations
 DE9504.and adjusted by the National Geodetic Survey in February 2007.
 DE9504
 DE9504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9504.The horizontal coordinates are valid at the epoch date displayed above.
 DE9504.The epoch date for horizontal control is a decimal equivalence
 DE9504.of Year/Month/Day.
 DE9504
 DE9504.The orthometric height was determined by GPS observations and a
 DE9504.high-resolution geoid model.
 DE9504.The orthometric height was determined by GPS observations and a
 DE9504.high-resolution geoid model using precise GPS observation and
 DE9504.processing techniques.
 DE9504
 DE9504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9504
 DE9504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9504
 DE9504.The ellipsoidal height was determined by GPS observations
 DE9504.and is referenced to NAD 83.
 DE9504
 DE9504.The geoid height was determined by GEOID03.
 DE9504
 DE9504;                    North         East     Units Scale Factor Converg.
 DE9504;SPC NC       -   250,480.212   531,114.419   MT  0.99995885   -0 30 08.9
 DE9504;SPC NC       -   821,783.83  1,742,497.89   sFT  0.99995885   -0 30 08.9
 DE9504;UTM  17      - 3,985,073.377   601,786.679   MT  0.99972766   +0 39 50.3
 DE9504
 DE9504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9504!SPC NC       -   0.99996346  x   0.99995885  =   0.99992231
 DE9504!UTM  17      -   0.99996346  x   0.99972766  =   0.99969113
 DE9504
 DE9504                          SUPERSEDED SURVEY CONTROL
 DE9504
 DE9504  NAD 83(2001)-  36 00 17.36957(N)    079 52 14.13236(W) AD(       ) 1
 DE9504  ELLIP H (03/13/03)  232.807  (m)                       GP(       ) 4 2
 DE9504  NAD 83(1986)-  36 00 17.37598(N)    079 52 14.14015(W) AD(       ) 1
 DE9504
 DE9504.Superseded values are not recommended for survey control.
 DE9504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9504.See file dsdata.txt to determine how the superseded data were derived.
 DE9504
 DE9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0178785073(NAD 83)
 DE9504_MARKER: DD = SURVEY DISK
 DE9504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9504_STAMPING: 209E201 1999
 DE9504_MARK LOGO: NC1940
 DE9504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9504+STABILITY: SURFACE MOTION
 DE9504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9504+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9504
 DE9504  HISTORY     - Date     Condition        Report By
 DE9504  HISTORY     - 1999     MONUMENTED       NC1940
 DE9504
 DE9504                          STATION DESCRIPTION
 DE9504
 DE9504'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9504'STATION IS ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9504'GOVERNMENT PLAZA, AT THE INTERSECTION OF ROSE LAKE DRIVE AND CORAL
 DE9504'AVENUE.
 DE9504'PROCEED FROM I-85, NORTH 0.1 MI (0.2 KM) ALONG GROOMETOWN ROAD, THENCE
 DE9504'SOUTHWEST 0.35 MI (0.56 KM) ALONG GRANDOVER PARKWAY, THENCE NORTHEAST
 DE9504'FOR 0.45 MI (0.72 KM) ALONG ROSE LAKE DRIVE TO STATION, IN THE
 DE9504'SOUTHWEST QUADRANT OF INTERSECTION.
 DE9504'MARK IS ABOUT LEVEL WITH CENTER OF ROSE LAKE DRIVE AND FLUSH WITH THE
 DE9504'GROUND. LOCATED 21.6 FT (6.6 M) WEST OF CENTERLINE OF ROSE LAKE DRIVE,
 DE9504'23.8 FT (7.3 M) SOUTH OF CENTERLINE OF CORAL AVENUE, 16.0 FT (4.9 M)
 DE9504'EAST OF POWER POLE (F238-G160), AND 5.0 FT (1.5 M) SOUTHEAST OF--ROSE
 DE9504'LAKE DR-CORAL AVE--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9502 ***********************************************************************
 DE9502  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9502  DESIGNATION -  209W 200
 DE9502  PID         -  DE9502
 DE9502  STATE/COUNTY-  NC/GUILFORD
 DE9502  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9502
 DE9502                         *CURRENT SURVEY CONTROL
 DE9502  ___________________________________________________________________
 DE9502* NAD 83(2007)-  35 59 54.32150(N)    079 52 12.39741(W)     ADJUSTED  
 DE9502* NAVD 88     -       248.08   (meters)     813.9    (feet)  GPS OBS   
 DE9502  ___________________________________________________________________
 DE9502  EPOCH DATE  -        2002.00
 DE9502  X           -     908,646.367 (meters)                     COMP
 DE9502  Y           -  -5,085,743.204 (meters)                     COMP
 DE9502  Z           -   3,728,177.759 (meters)                     COMP
 DE9502  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 DE9502  ELLIP HEIGHT-         217.231 (meters)          (02/10/07) ADJUSTED
 DE9502  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9502
 DE9502  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9502  Type    PID    Designation                      North   East  Ellip
 DE9502  -------------------------------------------------------------------
 DE9502  NETWORK DE9502 209W 200                          1.22   0.98   1.82
 DE9502  -------------------------------------------------------------------
 DE9502
 DE9502.The horizontal coordinates were established by GPS observations
 DE9502.and adjusted by the National Geodetic Survey in February 2007.
 DE9502
 DE9502.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9502.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9502.The horizontal coordinates are valid at the epoch date displayed above.
 DE9502.The epoch date for horizontal control is a decimal equivalence
 DE9502.of Year/Month/Day.
 DE9502
 DE9502.The orthometric height was determined by GPS observations and a
 DE9502.high-resolution geoid model.
 DE9502.The orthometric height was determined by GPS observations and a
 DE9502.high-resolution geoid model using precise GPS observation and
 DE9502.processing techniques.
 DE9502
 DE9502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9502
 DE9502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9502
 DE9502.The ellipsoidal height was determined by GPS observations
 DE9502.and is referenced to NAD 83.
 DE9502
 DE9502.The geoid height was determined by GEOID03.
 DE9502
 DE9502;                    North         East     Units Scale Factor Converg.
 DE9502;SPC NC       -   249,769.509   531,151.644   MT  0.99995739   -0 30 07.9
 DE9502;SPC NC       -   819,452.13  1,742,620.02   sFT  0.99995739   -0 30 07.9
 DE9502;UTM  17      - 3,984,363.742   601,838.351   MT  0.99972779   +0 39 51.0
 DE9502
 DE9502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9502!SPC NC       -   0.99996591  x   0.99995739  =   0.99992330
 DE9502!UTM  17      -   0.99996591  x   0.99972779  =   0.99969371
 DE9502
 DE9502|---------------------------------------------------------------------|
 DE9502| PID    Reference Object                     Distance      Geod. Az  |
 DE9502|                                                           dddmmss.s |
 DE9502| DE9222 209E 200                            180.593 METERS 02611     |
 DE9502| DE9503 270W 200                            418.646 METERS 1830628.9 |
 DE9502|---------------------------------------------------------------------|
 DE9502
 DE9502                          SUPERSEDED SURVEY CONTROL
 DE9502
 DE9502  NAD 83(2001)-  35 59 54.32173(N)    079 52 12.39727(W) AD(       ) 1
 DE9502  ELLIP H (03/13/03)  217.237  (m)                       GP(       ) 4 2
 DE9502  NAD 83(1986)-  35 59 54.32814(N)    079 52 12.40505(W) AD(       ) 1
 DE9502
 DE9502.Superseded values are not recommended for survey control.
 DE9502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9502.See file dsdata.txt to determine how the superseded data were derived.
 DE9502
 DE9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0183884364(NAD 83)
 DE9502_MARKER: DD = SURVEY DISK
 DE9502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9502_STAMPING: 209W200 1999
 DE9502_MARK LOGO: NC1940
 DE9502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9502+STABILITY: SURFACE MOTION
 DE9502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9502+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9502
 DE9502  HISTORY     - Date     Condition        Report By
 DE9502  HISTORY     - 1999     MONUMENTED       NC1940
 DE9502
 DE9502                          STATION DESCRIPTION
 DE9502
 DE9502'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9502'STATION IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9502'GOVERNMENT PLAZA, ALONG GRANDOVER PARKWAY.
 DE9502'PROCEED FROM I-85, NORTH 0.1 MI (0.2 KM) ALONG GROOMETOWN ROAD, THENCE
 DE9502'SOUTHWEST 0.4 MI (0.6 KM) ALONG GRANDOVER PARKWAY ON WEST SIDE OF
 DE9502'ROAD, AND ABOUT 400-FEET SOUTH OF INTERSECTION WITH ROSE LAKE DRIVE.
 DE9502'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9502'LOCATED 42.6 FT (13.0 M) WEST OF CENTERLINE OF SOUTHBOUND LANES, 22.1
 DE9502'FT (6.7 M) NORTHWEST OF FIRE HYDRANT, 60.0 FT (18.3 M) NORTH OF A LAMP
 DE9502'POST, AND 39.8 FT (12.1 M) SOUTHEAST OF MANHOLE IN CONCRETE SANITARY
 DE9502'SEWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9267 ***********************************************************************
 DE9267  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9267  DESIGNATION -  20E 200
 DE9267  PID         -  DE9267
 DE9267  STATE/COUNTY-  NC/GUILFORD
 DE9267  USGS QUAD   -  GREENSBORO (1994)
 DE9267
 DE9267                         *CURRENT SURVEY CONTROL
 DE9267  ___________________________________________________________________
 DE9267* NAD 83(2007)-  36 03 19.84782(N)    079 48 11.94709(W)     ADJUSTED  
 DE9267* NAVD 88     -       243.08   (meters)     797.5    (feet)  GPS OBS   
 DE9267  ___________________________________________________________________
 DE9267  EPOCH DATE  -        2002.00
 DE9267  X           -     913,914.062 (meters)                     COMP
 DE9267  Y           -  -5,081,009.380 (meters)                     COMP
 DE9267  Z           -   3,733,298.167 (meters)                     COMP
 DE9267  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 DE9267  ELLIP HEIGHT-         212.248 (meters)          (02/10/07) ADJUSTED
 DE9267  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9267
 DE9267  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9267  Type    PID    Designation                      North   East  Ellip
 DE9267  -------------------------------------------------------------------
 DE9267  NETWORK DE9267 20E 200                           1.20   0.88   1.61
 DE9267  -------------------------------------------------------------------
 DE9267
 DE9267.The horizontal coordinates were established by GPS observations
 DE9267.and adjusted by the National Geodetic Survey in February 2007.
 DE9267
 DE9267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9267.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9267.The horizontal coordinates are valid at the epoch date displayed above.
 DE9267.The epoch date for horizontal control is a decimal equivalence
 DE9267.of Year/Month/Day.
 DE9267
 DE9267.The orthometric height was determined by GPS observations and a
 DE9267.high-resolution geoid model.
 DE9267.The orthometric height was determined by GPS observations and a
 DE9267.high-resolution geoid model using precise GPS observation and
 DE9267.processing techniques.
 DE9267
 DE9267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9267
 DE9267.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9267
 DE9267.The ellipsoidal height was determined by GPS observations
 DE9267.and is referenced to NAD 83.
 DE9267
 DE9267.The geoid height was determined by GEOID03.
 DE9267
 DE9267;                    North         East     Units Scale Factor Converg.
 DE9267;SPC NC       -   256,053.066   537,224.744   MT  0.99997087   -0 27 49.1
 DE9267;SPC NC       -   840,067.43  1,762,544.85   sFT  0.99997087   -0 27 49.1
 DE9267;UTM  17      - 3,990,768.240   607,780.835   MT  0.99974314   +0 42 15.8
 DE9267
 DE9267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9267!SPC NC       -   0.99996669  x   0.99997087  =   0.99993756
 DE9267!UTM  17      -   0.99996669  x   0.99974314  =   0.99970984
 DE9267
 DE9267:                Primary Azimuth Mark                     Grid Az
 DE9267:SPC NC       -  20E 201                                  218 09 35.3
 DE9267:UTM  17      -  20E 201                                  216 59 30.4
 DE9267
 DE9267|---------------------------------------------------------------------|
 DE9267| PID    Reference Object                     Distance      Geod. Az  |
 DE9267|                                                           dddmmss.s |
 DE9267| DE9268 20E 201                             APPROX. 0.5 KM 2174146.2 |
 DE9267|---------------------------------------------------------------------|
 DE9267
 DE9267                          SUPERSEDED SURVEY CONTROL
 DE9267
 DE9267  NAD 83(2001)-  36 03 19.84814(N)    079 48 11.94681(W) AD(       ) 1
 DE9267  ELLIP H (03/13/03)  212.248  (m)                       GP(       ) 4 2
 DE9267  NAD 83(1986)-  36 03 19.85408(N)    079 48 11.95433(W) AD(       ) 1
 DE9267
 DE9267.Superseded values are not recommended for survey control.
 DE9267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9267.See file dsdata.txt to determine how the superseded data were derived.
 DE9267
 DE9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0778190768(NAD 83)
 DE9267_MARKER: DD = SURVEY DISK
 DE9267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9267_STAMPING: 20E.200 7/97
 DE9267_MARK LOGO: NC1940
 DE9267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9267+STABILITY: SURFACE MOTION
 DE9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9267+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9267
 DE9267  HISTORY     - Date     Condition        Report By
 DE9267  HISTORY     - 1997     MONUMENTED       NC1940
 DE9267
 DE9267                          STATION DESCRIPTION
 DE9267
 DE9267'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9267'STATION IS LOCATED IN GREENSBORO, ABOUT 1.2 MI (1.9 KM) SOUTHWEST OF
 DE9267'THE DOWNTOWN GOVERNMENT COMPLEX, NEAR THE INTERSECTION OF FREEMAN MILL
 DE9267'ROAD AND RANDLEMAN ROAD.
 DE9267'ALONG FREEMAN MILL ROAD FOR 1.7 MI (2.7 KM) NORTH FROM THE I-40
 DE9267'UNDERPASS (EXIT 218), TO STATION ON RIGHT JUST SOUTH OF THE EXIT TO
 DE9267'RANDLEMAN ROAD.
 DE9267'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTERLINE OF ROAD, AND RECESSED
 DE9267'3-INCHES BELOW GROUND. LOCATED 38.5 FT (11.7 M) SOUTHEAST OF THE
 DE9267'CENTERLINE OF FREEMAN MILL ROAD NORTHBOUND LANES, 30.6 FT (9.3 M)
 DE9267'SOUTH OF A RANDLEMAN ROAD SIGN, 54.8 FT (16.7 M) EAST-SOUTHEAST OF A
 DE9267'DROP INLET IN FREEMAN MILL ROAD, 198.0 FT (60.4 M) WEST-SOUTHWEST OF
 DE9267'THE NEAREST OF 3 BRACE ADJACENT POST IN CHAIN-LINK-FENCE, AND WHEN
 DE9267'STANDING 38.5 FT (11.7 M) SOUTHEAST OF THE CENTERLINE OF THE
 DE9267'NORTHBOUND LANES AND ON THE WESTWARD-PROJECTION OF THE NORTH (BACK)
 DE9267'WALL OF APARTMENT BUILDING (ACROSS FENCE) THE MARK IS 68.5 FT (20.9 M)
 DE9267'NORTHEAST OF THAT POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9268 ***********************************************************************
 DE9268  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9268  DESIGNATION -  20E 201
 DE9268  PID         -  DE9268
 DE9268  STATE/COUNTY-  NC/GUILFORD
 DE9268  USGS QUAD   -  GREENSBORO (1994)
 DE9268
 DE9268                         *CURRENT SURVEY CONTROL
 DE9268  ___________________________________________________________________
 DE9268* NAD 83(2007)-  36 03 06.87958(N)    079 48 24.28815(W)     ADJUSTED  
 DE9268* NAVD 88     -       256.82   (meters)     842.6    (feet)  GPS OBS   
 DE9268  ___________________________________________________________________
 DE9268  EPOCH DATE  -        2002.00
 DE9268  X           -     913,653.658 (meters)                     COMP
 DE9268  Y           -  -5,081,306.532 (meters)                     COMP
 DE9268  Z           -   3,732,983.096 (meters)                     COMP
 DE9268  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 DE9268  ELLIP HEIGHT-         225.996 (meters)          (02/10/07) ADJUSTED
 DE9268  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9268
 DE9268  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9268  Type    PID    Designation                      North   East  Ellip
 DE9268  -------------------------------------------------------------------
 DE9268  NETWORK DE9268 20E 201                           1.43   1.08   1.90
 DE9268  -------------------------------------------------------------------
 DE9268
 DE9268.The horizontal coordinates were established by GPS observations
 DE9268.and adjusted by the National Geodetic Survey in February 2007.
 DE9268
 DE9268.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9268.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9268.The horizontal coordinates are valid at the epoch date displayed above.
 DE9268.The epoch date for horizontal control is a decimal equivalence
 DE9268.of Year/Month/Day.
 DE9268
 DE9268.The orthometric height was determined by GPS observations and a
 DE9268.high-resolution geoid model.
 DE9268.The orthometric height was determined by GPS observations and a
 DE9268.high-resolution geoid model using precise GPS observation and
 DE9268.processing techniques.
 DE9268
 DE9268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9268
 DE9268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9268
 DE9268.The ellipsoidal height was determined by GPS observations
 DE9268.and is referenced to NAD 83.
 DE9268
 DE9268.The geoid height was determined by GEOID03.
 DE9268
 DE9268;                    North         East     Units Scale Factor Converg.
 DE9268;SPC NC       -   255,655.886   536,912.644   MT  0.99996999   -0 27 56.3
 DE9268;SPC NC       -   838,764.35  1,761,520.90   sFT  0.99996999   -0 27 56.3
 DE9268;UTM  17      - 3,990,364.872   607,476.965   MT  0.99974233   +0 42 08.3
 DE9268
 DE9268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9268!SPC NC       -   0.99996453  x   0.99996999  =   0.99993452
 DE9268!UTM  17      -   0.99996453  x   0.99974233  =   0.99970687
 DE9268
 DE9268:                Primary Azimuth Mark                     Grid Az
 DE9268:SPC NC       -  20E 200                                  038 09 35.2
 DE9268:UTM  17      -  20E 200                                  036 59 30.6
 DE9268
 DE9268|---------------------------------------------------------------------|
 DE9268| PID    Reference Object                     Distance      Geod. Az  |
 DE9268|                                                           dddmmss.s |
 DE9268| DE9267 20E 200                             APPROX. 0.5 KM 0374138.9 |
 DE9268|---------------------------------------------------------------------|
 DE9268
 DE9268                          SUPERSEDED SURVEY CONTROL
 DE9268
 DE9268  NAD 83(2001)-  36 03 06.87989(N)    079 48 24.28788(W) AD(       ) 1
 DE9268  ELLIP H (03/13/03)  225.996  (m)                       GP(       ) 4 2
 DE9268  NAD 83(1986)-  36 03 06.88582(N)    079 48 24.29537(W) AD(       ) 1
 DE9268
 DE9268.Superseded values are not recommended for survey control.
 DE9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9268.See file dsdata.txt to determine how the superseded data were derived.
 DE9268
 DE9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0747790365(NAD 83)
 DE9268_MARKER: DD = SURVEY DISK
 DE9268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9268_STAMPING: 20E.201 7/97
 DE9268_MARK LOGO: NC1940
 DE9268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9268+STABILITY: SURFACE MOTION
 DE9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9268+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9268
 DE9268  HISTORY     - Date     Condition        Report By
 DE9268  HISTORY     - 1997     MONUMENTED       NC1940
 DE9268
 DE9268                          STATION DESCRIPTION
 DE9268
 DE9268'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9268'STATION IS LOCATED IN GREENSBORO, ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF
 DE9268'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF FREEMAN MILL
 DE9268'ROAD AND WEST FLORIDA STREET, BESIDE THE FREEMAN MILL SQUARE SHOPPING
 DE9268'CENTER.
 DE9268'ALONG FREEMAN MILL ROAD FOR 1.4 MI (2.3 KM) NORTH FROM THE I-40
 DE9268'UNDERPASS (EXIT 218), TO STATION APPROXIMATELY 100-FEET
 DE9268'SOUTH-SOUTHWEST OF INTERSECTION WITH WEST FLORIDA STREET, IN GRASS
 DE9268'BETWEEN FREEMAN MILL ROAD AND PARKING LOT.
 DE9268'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE TOP OF CURB OF ROAD, AND FLUSH
 DE9268'WITH THE GROUND. LOCATED 23.4 FT (7.1 M) SOUTHEAST OF THE CURB OF
 DE9268'FREEMAN MILL ROAD, 55.5 FT (16.9 M) WEST OF A LIGHT POLE IN PARKING
 DE9268'LOT, 80.5 FT (24.5 M) NORTHEAST OF CENTERLINE OF CONCRETE DRIVE IN
 DE9268'FRONT OF R AND H BUTLER BUILDING-BARBER SHOP, AND 71.7 FT (21.9 M)
 DE9268'SOUTH-SOUTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8512 ***********************************************************************
 AF8512  DESIGNATION -  21 CRH
 AF8512  PID         -  AF8512
 AF8512  STATE/COUNTY-  NC/HERTFORD
 AF8512  USGS QUAD   -  WOODLAND (1977)
 AF8512
 AF8512                         *CURRENT SURVEY CONTROL
 AF8512  ___________________________________________________________________
 AF8512* NAD 83(2001)-  36 20 43.41221(N)    077 09 56.80567(W)     ADJUSTED  
 AF8512* NAVD 88     -        18.88   (meters)      61.9    (feet)  LEVELING  
 AF8512  ___________________________________________________________________
 AF8512  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AF8512  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AF8512  HORZ ORDER  -  THIRD
 AF8512  VERT ORDER  -  THIRD
 AF8512
 AF8512.The horizontal coordinates were established by classical geodetic methods
 AF8512.and adjusted by the National Geodetic Survey in August 2005.
 AF8512
 AF8512.The orthometric height was determined by differential leveling.
 AF8512.The vertical network tie was performed by a horz. field party for horz.
 AF8512.obs reductions. Reset procedures were used to establish the elevation.
 AF8512
 AF8512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8512
 AF8512.The geoid height was determined by GEOID03.
 AF8512
 AF8512;                    North         East     Units Scale Factor Converg.
 AF8512;SPC NC       -   289,447.545   774,256.816   MT  1.00005479   +1 03 31.2
 AF8512;SPC NC       -   949,629.15  2,540,207.57   sFT  1.00005479   +1 03 31.2
 AF8512;UTM  18      - 4,024,436.213   305,644.273   MT  1.00006543   -1 17 02.2
 AF8512
 AF8512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8512!SPC NC       -   1.00000251  x   1.00005479  =   1.00005730
 AF8512!UTM  18      -   1.00000251  x   1.00006543  =   1.00006794
 AF8512
 AF8512                          SUPERSEDED SURVEY CONTROL
 AF8512
 AF8512  NAD 83(1986)-  36 20 43.42090(N)    077 09 56.82012(W) AD(       ) 4
 AF8512
 AF8512.Superseded values are not recommended for survey control.
 AF8512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8512.See file dsdata.txt to determine how the superseded data were derived.
 AF8512
 AF8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0564424436(NAD 83)
 AF8512_MARKER: DD = SURVEY DISK
 AF8512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8512_STAMPING: 21 CRH 1972 63
 AF8512_MARK LOGO: USGS  
 AF8512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8512+STABILITY: SURFACE MOTION
 AF8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8512+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1992
 AF8512
 AF8512  HISTORY     - Date     Condition        Report By
 AF8512  HISTORY     - 1972     MONUMENTED       USGS
 AF8512  HISTORY     - 19921002 GOOD             NCGS
 AF8512
 AF8512                          STATION DESCRIPTION
 AF8512
 AF8512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 AF8512'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST-NORTHEAST OF WOODLAND
 AF8512'AND 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF MURFREESBORO. PROCEED ALONG US
 AF8512'258 (MAIN STREET) FOR 1.0 MI (1.6 KM) NORTHEAST FROM NC 35 (LINDEN
 AF8512'STREET) IN WOODLAND, THENCE EAST FOR 2.0 MI (3.2 KM) ALONG SR 1530-SR
 AF8512'1160 (MENOLA ROAD-BENTHALL ROAD) TO SR 1158 (VAUGHAN ROAD), AND
 AF8512'STATION ON NORTH SIDE OF THE T-INTERSECTION. MARK PROJECTS 3 INCHES
 AF8512'ABOVE GROUND AND IS LEVEL WITH THE ROAD. LOCATED 35.0 FT (10.7 M)
 AF8512'NORTH-NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION, 85.2 FT (26.0
 AF8512'M) WEST OF THE WEST END OF A DRIVEWAY CULVERT TO A MOBILE HOME, 63.5
 AF8512'FT (19.4 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOBILE
 AF8512'HOME, AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9358 ***********************************************************************
 AF9358  DESIGNATION -  21 DOP
 AF9358  PID         -  AF9358
 AF9358  STATE/COUNTY-  NC/STOKES
 AF9358  USGS QUAD   -  KING (1986)
 AF9358
 AF9358                         *CURRENT SURVEY CONTROL
 AF9358  ___________________________________________________________________
 AF9358* NAD 83(2007)-  36 17 21.57897(N)    080 22 23.95488(W)     ADJUSTED  
 AF9358* NAVD 88     -       326.51   (+/-2cm)    1071.2    (feet)  VERTCON   
 AF9358  ___________________________________________________________________
 AF9358  EPOCH DATE  -        2002.00
 AF9358  X           -     860,771.747 (meters)                     COMP
 AF9358  Y           -  -5,074,816.238 (meters)                     COMP
 AF9358  Z           -   3,754,290.268 (meters)                     COMP
 AF9358  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 AF9358  ELLIP HEIGHT-         293.060 (meters)          (02/10/07) ADJUSTED
 AF9358  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AF9358
 AF9358  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9358  Type    PID    Designation                      North   East  Ellip
 AF9358  -------------------------------------------------------------------
 AF9358  NETWORK AF9358 21 DOP                            0.57   0.51   1.25
 AF9358  -------------------------------------------------------------------
 AF9358  VERT ORDER  -  THIRD (See Below)
 AF9358
 AF9358.The horizontal coordinates were established by GPS observations
 AF9358.and adjusted by the National Geodetic Survey in February 2007.
 AF9358
 AF9358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9358.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9358.The horizontal coordinates are valid at the epoch date displayed above.
 AF9358.The epoch date for horizontal control is a decimal equivalence
 AF9358.of Year/Month/Day.
 AF9358
 AF9358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9358.The vertical order pertains to the NGVD 29 superseded value.
 AF9358
 AF9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9358
 AF9358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9358
 AF9358.The ellipsoidal height was determined by GPS observations
 AF9358.and is referenced to NAD 83.
 AF9358
 AF9358.The geoid height was determined by GEOID03.
 AF9358
 AF9358;                    North         East     Units Scale Factor Converg.
 AF9358;SPC NC       -   282,558.197   486,230.853   MT  1.00003654   -0 47 33.5
 AF9358;SPC NC       -   927,026.35  1,595,242.39   sFT  1.00003654   -0 47 33.5
 AF9358;UTM  17      - 4,016,222.030   556,274.414   MT  0.99963902   +0 22 15.3
 AF9358
 AF9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9358!SPC NC       -   0.99995401  x   1.00003654  =   0.99999055
 AF9358!UTM  17      -   0.99995401  x   0.99963902  =   0.99959304
 AF9358
 AF9358                          SUPERSEDED SURVEY CONTROL
 AF9358
 AF9358  NAD 83(2001)-  36 17 21.57958(N)    080 22 23.95487(W) AD(       ) 1
 AF9358  ELLIP H (03/13/03)  293.041  (m)                       GP(       ) 4 2
 AF9358  NAD 83(1986)-  36 17 21.58674(N)    080 22 23.96117(W) AD(       ) 1
 AF9358  NGVD 29 (07/20/98)  326.67   (m)         1071.7    (f) LEVELING    3  
 AF9358
 AF9358.Superseded values are not recommended for survey control.
 AF9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9358.See file dsdata.txt to determine how the superseded data were derived.
 AF9358
 AF9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5627416222(NAD 83)
 AF9358_MARKER: DD = SURVEY DISK
 AF9358_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9358_STAMPING: 21 DOP 1962 1072
 AF9358_MARK LOGO: USGS  
 AF9358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9358+STABILITY: SURFACE MOTION
 AF9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9358+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1993
 AF9358
 AF9358  HISTORY     - Date     Condition        Report By
 AF9358  HISTORY     - 1962     MONUMENTED       USGS
 AF9358  HISTORY     - 19930222 GOOD             NCGS
 AF9358
 AF9358                          STATION DESCRIPTION
 AF9358
 AF9358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9358'STATION IS LOCATED IN NORTHWEST KING. ALONG SR 1236 (WEST KING
 AF9358'STREET-OLD US 52) FOR 1.0 MI (1.6 KM) NORTHWEST FROM MAIN STREET TO SR
 AF9358'1138 (GOFF ROAD), IN THE SOUTHEAST QUADRANT OF THE CROSSROADS AND ON
 AF9358'THE NORTHEAST SIDE OF A RAILROAD GRADE CROSSING. MARK IS ABOUT 2-FEET
 AF9358'HIGHER THAN THE ROAD AND FLUSH WITH THE GROUND. LOCATED 42.5 FT (13.0
 AF9358'M) SOUTHWEST OF THE CENTERLINE OF SR 1236, 37.5 FT (11.4 M) EAST OF
 AF9358'THE CENTERLINE OF SR 1138, 46.6 FT (14.2 M) NORTHEAST OF THE NORTHEAST
 AF9358'RAIL, 22.5 FT (6.9 M) EAST OF A MANHOLE COVER, 1.4 FT (0.4 M) NORTH OF
 AF9358'AN OLD METAL WITNESS POST (NO SIGN), AND 1.8 FT (0.5 M)
 AF9358'SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A
 AF9358'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3501 ***********************************************************************
 FB3501  DESIGNATION -  21 EG 12
 FB3501  PID         -  FB3501
 FB3501  STATE/COUNTY-  NC/JACKSON
 FB3501  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB3501
 FB3501                         *CURRENT SURVEY CONTROL
 FB3501  ___________________________________________________________________
 FB3501* NAD 83(2001)-  35 12 34.79341(N)    082 58 32.61873(W)     ADJUSTED  
 FB3501* NAVD 88     -      1170.18   (+/-2cm)    3839.2    (feet)  VERTCON   
 FB3501  ___________________________________________________________________
 FB3501  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 FB3501  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 FB3501  HORZ ORDER  -  SECOND
 FB3501  VERT ORDER  -  THIRD ? (See Below)
 FB3501
 FB3501.The horizontal coordinates were established by classical geodetic methods
 FB3501.and adjusted by the National Geodetic Survey in August 2005.
 FB3501
 FB3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3501.The vertical order pertains to the NGVD 29 superseded value.
 FB3501
 FB3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3501
 FB3501.The geoid height was determined by GEOID03.
 FB3501
 FB3501;                    North         East     Units Scale Factor Converg.
 FB3501;SPC NC       -   169,167.759   247,735.320   MT  0.99987286   -2 17 40.8
 FB3501;SPC NC       -   555,011.22    812,778.30   sFT  0.99987286   -2 17 40.8
 FB3501;UTM  17      - 3,898,082.686   320,160.639   MT  0.99999860   -1 08 22.0
 FB3501
 FB3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3501!SPC NC       -   0.99982093  x   0.99987286  =   0.99969381
 FB3501!UTM  17      -   0.99982093  x   0.99999860  =   0.99981953
 FB3501
 FB3501                          SUPERSEDED SURVEY CONTROL
 FB3501
 FB3501  NAD 83(1995)-  35 12 34.79346(N)    082 58 32.61834(W) AD(       ) 2
 FB3501  NAD 83(1986)-  35 12 34.80097(N)    082 58 32.62113(W) AD(       ) 2
 FB3501  NGVD 29 (09/18/91) 1170.15   (m)         3839.1    (f) LEVELING    3  
 FB3501
 FB3501.Superseded values are not recommended for survey control.
 FB3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3501.See file dsdata.txt to determine how the superseded data were derived.
 FB3501
 FB3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2016198083(NAD 83)
 FB3501_MARKER: DE = TRAVERSE STATION DISK
 FB3501_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3501
 FB3501  HISTORY     - Date     Condition        Report By
 FB3501  HISTORY     - 1980     MONUMENTED       NCGS
 FB3501
 FB3501                          STATION DESCRIPTION
 FB3501
 FB3501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3501'THE STATION IS LOCATED 9.9 MILES WEST-NORTHWEST OF ROSMAN AND 9.7
 FB3501'MILES NORTHEAST OF CASHIERS AND ABOUT 1.2 MILES NORTH OF OWENS GAP.
 FB3501'
 FB3501'TO REACH STATION FROM THE LAKE TOXAWAY POST OFFICE, PROCEED NORTHERLY
 FB3501'ALONG NC 28 FOR 6.8 MILES TO SR 1763 ON RIGHT AT THE JACKSON-
 FB3501'TRANSYLVANIA COUNTY LINE IN OWENS GAP, THENCE NORTH ALONG SR 1763 FOR
 FB3501'1.0 MILE TO END OF SR 1763, THENCE NORTH ALONG A DIRT ROAD FOR 0.35
 FB3501'MILE TO A SHARP CURVE IN A TREE FARM AND STATION ON RIGHT
 FB3501'APPROXIMATELY 175 FEET FROM ROAD ON NORTHEAST SLOPE OF RIDGE BEYOND
 FB3501'LARGE ROCK OUTCROP.
 FB3501'
 FB3501'STATION MARK IS A STANDARD NCSHC DISK STAMPED---21 EG 12 1969---SET IN
 FB3501'TOP OF A 4 INCH CONCRETE POST FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3501'32.4 FEET NORTH-NORTHEAST OF 48 INCH CHESTNUT STUMP, 36.9 FEET WEST
 FB3501'OF 9 INCH SASSAFRAS, 57.1 FEET EAST OF 4 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3502 ***********************************************************************
 FB3502  DESIGNATION -  21 EG 13
 FB3502  PID         -  FB3502
 FB3502  STATE/COUNTY-  NC/JACKSON
 FB3502  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB3502
 FB3502                         *CURRENT SURVEY CONTROL
 FB3502  ___________________________________________________________________
 FB3502* NAD 83(2001)-  35 13 33.16749(N)    082 57 44.59954(W)     ADJUSTED  
 FB3502* NAVD 88     -      1131.38   (+/-2cm)    3711.9    (feet)  VERTCON   
 FB3502  ___________________________________________________________________
 FB3502  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FB3502  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FB3502  HORZ ORDER  -  SECOND
 FB3502  VERT ORDER  -  THIRD ? (See Below)
 FB3502
 FB3502.The horizontal coordinates were established by classical geodetic methods
 FB3502.and adjusted by the National Geodetic Survey in August 2005.
 FB3502
 FB3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3502.The vertical order pertains to the NGVD 29 superseded value.
 FB3502
 FB3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3502
 FB3502.The geoid height was determined by GEOID03.
 FB3502
 FB3502;                    North         East     Units Scale Factor Converg.
 FB3502;SPC NC       -   170,916.524   249,020.521   MT  0.99987269   -2 17 13.1
 FB3502;SPC NC       -   560,748.63    816,994.83   sFT  0.99987269   -2 17 13.1
 FB3502;UTM  17      - 3,899,857.221   321,410.482   MT  0.99999308   -1 07 55.9
 FB3502
 FB3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3502!SPC NC       -   0.99982701  x   0.99987269  =   0.99969972
 FB3502!UTM  17      -   0.99982701  x   0.99999308  =   0.99982009
 FB3502
 FB3502                          SUPERSEDED SURVEY CONTROL
 FB3502
 FB3502  NAD 83(1995)-  35 13 33.16754(N)    082 57 44.59915(W) AD(       ) 2
 FB3502  NAD 83(1986)-  35 13 33.17539(N)    082 57 44.60238(W) AD(       ) 2
 FB3502  NGVD 29 (09/18/91) 1131.34   (m)         3711.7    (f) LEVELING    3  
 FB3502
 FB3502.Superseded values are not recommended for survey control.
 FB3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3502.See file dsdata.txt to determine how the superseded data were derived.
 FB3502
 FB3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2141099857(NAD 83)
 FB3502_MARKER: DE = TRAVERSE STATION DISK
 FB3502_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3502
 FB3502  HISTORY     - Date     Condition        Report By
 FB3502  HISTORY     - 1980     MONUMENTED       NCGS
 FB3502
 FB3502                          STATION DESCRIPTION
 FB3502
 FB3502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3502'THE STATION IS LOCATED 9.8 MILES WEST-NORTHWEST OF ROSMAN AND 11.0
 FB3502'MILES NORTHEAST OF CASHIERS AND APPROXIMATELY 0.7 MILE NORTHWEST OF
 FB3502'TANASEE GAP.
 FB3502'
 FB3502'TO REACH THE STATION PROCEED FROM THE US POST OFFICE AT LAKE TOXAWAY
 FB3502'NC., NORTH ALONG 281 FOR 6.8 MILES TO THE INTERSECTION WITH SR 1763,
 FB3502'AT THE JACKSON-TRANSYLVAIA COUNTY LINE IN OWENS GAP. CONTINUE ALONG
 FB3502'NC 281 FOR 2.9 MILES TO THE INTERSECTION WITH SR 1762 AT THE UPPER END
 FB3502'OF THE LAKE.  TURN RIGHT ONTO SR 1762 AND PROCEED FOR 1.0 MILE TO THE
 FB3502'INTERSECTION OF SR 1760.  CONTINUE ALONG SR 1762 FOR 1.1 MILE TO A
 FB3502'DRIVE ON THE LEFT LEADING UP A SMALL VALLEY.  PROCEED UP DRIVE FOR 0.2
 FB3502'MILE TO THE CREST OF THE RIDGE.  PROCEED NORTH ALONG RIDGE FOR 0.2
 FB3502'MILE TO A DIP.  PROCEED APPROXIMATELY 600 FEET ALONG WOODSLINE TO THE
 FB3502'CREST OF A RIDGE RUNNING EAST AND WEST.  THE STATION IS APPROXIMATELY
 FB3502'100 FEET NORTHWEST.
 FB3502'
 FB3502'THE STATION IS A STANDARD NCSHC BRONZE DISK STAMPED---21 EG 13 1969---
 FB3502'SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3502'81.45 FEET NORTH-NORTHWEST OF A NAIL IN CAP IN A 4 INCH PINE, 117.77
 FB3502'FEET SOUTHEAST OF A NAIL IN CAP IN AN 8 INCH OAK, 89.08 FEET WEST OF A
 FB3502'NAIL IN CAP IN A 4 INCH SASSAFRAS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3503 ***********************************************************************
 FB3503  DESIGNATION -  21 EG 16
 FB3503  PID         -  FB3503
 FB3503  STATE/COUNTY-  NC/JACKSON
 FB3503  USGS QUAD   -  SAM KNOB (1978)
 FB3503
 FB3503                         *CURRENT SURVEY CONTROL
 FB3503  ___________________________________________________________________
 FB3503* NAD 83(2001)-  35 18 02.36815(N)    082 56 23.33074(W)     ADJUSTED  
 FB3503* NAVD 88     -      1667.88   (+/-2cm)    5472.0    (feet)  VERTCON   
 FB3503  ___________________________________________________________________
 FB3503  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 FB3503  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FB3503  HORZ ORDER  -  SECOND
 FB3503  VERT ORDER  -  THIRD ? (See Below)
 FB3503
 FB3503.The horizontal coordinates were established by classical geodetic methods
 FB3503.and adjusted by the National Geodetic Survey in August 2005.
 FB3503
 FB3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3503.The vertical order pertains to the NGVD 29 superseded value.
 FB3503
 FB3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3503
 FB3503.The geoid height was determined by GEOID03.
 FB3503
 FB3503;                    North         East     Units Scale Factor Converg.
 FB3503;SPC NC       -   179,123.442   251,402.886   MT  0.99987295   -2 16 26.2
 FB3503;SPC NC       -   587,674.16    824,810.97   sFT  0.99987295   -2 16 26.2
 FB3503;UTM  17      - 3,908,111.398   323,627.374   MT  0.99998337   -1 07 16.5
 FB3503
 FB3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3503!SPC NC       -   0.99974279  x   0.99987295  =   0.99961577
 FB3503!UTM  17      -   0.99974279  x   0.99998337  =   0.99972616
 FB3503
 FB3503                          SUPERSEDED SURVEY CONTROL
 FB3503
 FB3503  NAD 83(1995)-  35 18 02.36823(N)    082 56 23.33024(W) AD(       ) 2
 FB3503  NAD 83(1986)-  35 18 02.37699(N)    082 56 23.33775(W) AD(       ) 2
 FB3503  NGVD 29 (09/18/91) 1667.79   (m)         5471.7    (f) LEVELING    3  
 FB3503
 FB3503.Superseded values are not recommended for survey control.
 FB3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3503.See file dsdata.txt to determine how the superseded data were derived.
 FB3503
 FB3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2362708111(NAD 83)
 FB3503_MARKER: DE = TRAVERSE STATION DISK
 FB3503_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3503_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 FB3503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3503+STABILITY: SURFACE MOTION
 FB3503
 FB3503  HISTORY     - Date     Condition        Report By
 FB3503  HISTORY     - 1980     MONUMENTED       NCGS
 FB3503  HISTORY     - 19940528 GOOD             USPSQD
 FB3503
 FB3503                          STATION DESCRIPTION
 FB3503
 FB3503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3503'THE STATION IS LOCATED APPROXIMATELY 12.4 MILES NORTH-NORTHWEST OF
 FB3503'ROSMA AND 14.2 MILES EAST OF CULLOWHEE ON THE BLUE RIDGE PARKWAY.
 FB3503'
 FB3503'TO REACH THE STATION FROM THE BLUE RIDGE PARKWAY BRIDGE OVER NC 215,
 FB3503'PROCEED WEST ALONG PARKWAY FOR 1.9 MILES TO THE STATION ON LEFT AT A
 FB3503'SHARP CURVE RIGHT THROUGH A ROCK CUT, STATION IS APPROXIMATELY 12
 FB3503'FEET HIGHER THAN THE ROAD AND 0.1 MILE WEST OF THE 425 MILE POST.
 FB3503'
 FB3503'STATION MARK IS A STANDARD NCSHC DISK STAMPED---21 EG 16 1969---SET IN
 FB3503'TOP OF A 4 INCH CONCRETE POST 2 INCHES BELOW GROUND SURFACE. THE MARK
 FB3503'IS 41.0 FEET SOUTH OF CENTERLINE OF PARKWAY, 21.6 FEET EAST OF
 FB3503'CHISELED X IN A LARGE ROCK, 75.9 FEET WEST-SOUTHWEST OF CHISELED-X-
 FB3503'X ON A CONCRETE GUARD RAIL POST.
 FB3503
 FB3503                          STATION RECOVERY (1994)
 FB3503
 FB3503'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3504 ***********************************************************************
 FB3504  DESIGNATION -  21 EG 17
 FB3504  PID         -  FB3504
 FB3504  STATE/COUNTY-  NC/JACKSON
 FB3504  USGS QUAD   -  SAM KNOB (1978)
 FB3504
 FB3504                         *CURRENT SURVEY CONTROL
 FB3504  ___________________________________________________________________
 FB3504* NAD 83(2001)-  35 18 00.54450(N)    082 55 46.46823(W)     ADJUSTED  
 FB3504* NAVD 88     -      1680.18   (+/-2cm)    5512.4    (feet)  VERTCON   
 FB3504  ___________________________________________________________________
 FB3504  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 FB3504  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FB3504  HORZ ORDER  -  SECOND
 FB3504  VERT ORDER  -  THIRD ? (See Below)
 FB3504
 FB3504.The horizontal coordinates were established by classical geodetic methods
 FB3504.and adjusted by the National Geodetic Survey in August 2005.
 FB3504
 FB3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3504.The vertical order pertains to the NGVD 29 superseded value.
 FB3504
 FB3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3504
 FB3504.The geoid height was determined by GEOID03.
 FB3504
 FB3504;                    North         East     Units Scale Factor Converg.
 FB3504;SPC NC       -   179,030.392   252,331.133   MT  0.99987295   -2 16 04.9
 FB3504;SPC NC       -   587,368.88    827,856.39   sFT  0.99987295   -2 16 04.9
 FB3504;UTM  17      - 3,908,037.032   324,557.406   MT  0.99997934   -1 06 55.1
 FB3504
 FB3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3504!SPC NC       -   0.99974086  x   0.99987295  =   0.99961384
 FB3504!UTM  17      -   0.99974086  x   0.99997934  =   0.99972021
 FB3504
 FB3504                          SUPERSEDED SURVEY CONTROL
 FB3504
 FB3504  NAD 83(1995)-  35 18 00.54458(N)    082 55 46.46773(W) AD(       ) 2
 FB3504  NAD 83(1986)-  35 18 00.55367(N)    082 55 46.47523(W) AD(       ) 2
 FB3504  NGVD 29 (09/18/91) 1680.09   (m)         5512.1    (f) LEVELING    3  
 FB3504
 FB3504.Superseded values are not recommended for survey control.
 FB3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3504.See file dsdata.txt to determine how the superseded data were derived.
 FB3504
 FB3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2455708037(NAD 83)
 FB3504_MARKER: DE = TRAVERSE STATION DISK
 FB3504_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3504_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 FB3504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3504+STABILITY: SURFACE MOTION
 FB3504
 FB3504  HISTORY     - Date     Condition        Report By
 FB3504  HISTORY     - 1980     MONUMENTED       NCGS
 FB3504  HISTORY     - 19940528 MARK NOT FOUND   USPSQD
 FB3504
 FB3504                          STATION DESCRIPTION
 FB3504
 FB3504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3504'THE STATION IS LOCATED APPROXIMATELY 12.6 MILES NORTHWEST OF ROSMAN,
 FB3504'AND 15.8 MILES NORTH-NORTHEAST OF CASHIERS AT THE HERRIN KNOB OVERLOOK
 FB3504'ON THE BLUE RIDGE PARKWAY.
 FB3504'
 FB3504'TO REACH THE STATION FROM THE BLUE RIDGE PARKWAY BRIDGE OVER NC 215,
 FB3504'PROCEED WEST ALONG PARKWAY FOR 1.2 MILES TO THE HERRIN KNOB OVERLOOK
 FB3504'AND STATION ON LEFT, STATION IS LOCATED IN APPROXIMATE CENTER OF
 FB3504'OVERLOOK AT A ASPHALT WALK, AND 0.4 MILE WEST OF THE 424 MILE POST.
 FB3504'
 FB3504'STATION MARK IS A STANDARD NCSHC DISK STAMPED---21 EG 17 1969---SET IN
 FB3504'TOP OF A 4 INCH CONCRETE POST FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3504'1.0 FEET SOUTH OF WEST EDGE OF AN ASPHALT SIDEWALK, 64.5 FEET SOUTH-
 FB3504'SOUTHWEST OF CHISEL X IN A ROCK CLIFF, 76.00 FEET WEST OF NAIL AND
 FB3504'CAP IN SIDEWALK AT CURB LINE, 66.6 FEET EAST-SOUTHEAST OF NAIL AND CAP
 FB3504'IN SIDEWALK AT CURB LINE.
 FB3504
 FB3504                          STATION RECOVERY (1994)
 FB3504
 FB3504'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3653 ***********************************************************************
 EB3653  DESIGNATION -  21 HLZ
 EB3653  PID         -  EB3653
 EB3653  STATE/COUNTY-  NC/RICHMOND
 EB3653  USGS QUAD   -  MORVEN EAST (1983)
 EB3653
 EB3653                         *CURRENT SURVEY CONTROL
 EB3653  ___________________________________________________________________
 EB3653* NAD 83(2001)-  34 49 40.44395(N)    079 52 54.12392(W)     ADJUSTED  
 EB3653* NAVD 88     -       101.61   (+/-2cm)     333.4    (feet)  VERTCON   
 EB3653  ___________________________________________________________________
 EB3653  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EB3653  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EB3653  HORZ ORDER  -  SECOND
 EB3653  VERT ORDER  -  THIRD ? (See Below)
 EB3653
 EB3653.The horizontal coordinates were established by classical geodetic methods
 EB3653.and adjusted by the National Geodetic Survey in August 2005.
 EB3653
 EB3653.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3653.The vertical order pertains to the NGVD 29 superseded value.
 EB3653
 EB3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3653
 EB3653.The geoid height was determined by GEOID03.
 EB3653
 EB3653;                    North         East     Units Scale Factor Converg.
 EB3653;SPC NC       -   119,930.405   528,953.326   MT  0.99989978   -0 30 32.0
 EB3653;SPC NC       -   393,471.67  1,735,407.70   sFT  0.99989978   -0 30 32.0
 EB3653;SPC SC       -   332,657.071   711,898.550   MT  0.99999807   +0 37 11.9
 EB3653;SPC SC       - 1,091,394.59  2,335,625.16   iFT  0.99999807   +0 37 11.9
 EB3653;UTM  17      - 3,854,528.221   602,262.100   MT  0.99972889   +0 38 19.4
 EB3653
 EB3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3653!SPC NC       -   0.99998894  x   0.99989978  =   0.99988872
 EB3653!SPC SC       -   0.99998894  x   0.99999807  =   0.99998701
 EB3653!UTM  17      -   0.99998894  x   0.99972889  =   0.99971784
 EB3653
 EB3653                          SUPERSEDED SURVEY CONTROL
 EB3653
 EB3653  NAD 83(1986)-  34 49 40.45494(N)    079 52 54.13600(W) AD(       ) 2
 EB3653  NGVD 29 (03/28/90)  101.87   (m)          334.2    (f) LEVELING    3  
 EB3653
 EB3653.Superseded values are not recommended for survey control.
 EB3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3653.See file dsdata.txt to determine how the superseded data were derived.
 EB3653
 EB3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0226254528(NAD 83)
 EB3653_MARKER: DB = BENCH MARK DISK
 EB3653_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EB3653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB3653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3653+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 EB3653
 EB3653  HISTORY     - Date     Condition        Report By
 EB3653  HISTORY     - 1970     MONUMENTED       USGS
 EB3653  HISTORY     - 20070109 GOOD             GEOCAC
 EB3653
 EB3653                          STATION DESCRIPTION
 EB3653
 EB3653'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 EB3653'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF THE NORTH
 EB3653'CAROLINA-SOUTH CAROLINA STATE LINE AND 9.9 MILES SOUTHWEST OF
 EB3653'ROCKINGHAM.
 EB3653'
 EB3653'TO REACH THE STATION FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE
 EB3653'ON US 1, PROCEED NORTHERLY ALONG US 1 FOR 1.75 MILES TO SR 1100 AND
 EB3653'STATION ON LEFT, IN WEST QUADRANT OF INTERSECTION AND IN OLD CONCRETE
 EB3653'GAS PUMP ISLAND PROJECTING 10 INCHES ABOVE THE GROUND SURFACE.
 EB3653'
 EB3653'STATION MARK IS A STANDARD USGS BENCH MARK DISK
 EB3653'STAMPED---21 HLZ 1970---, SET FLUSH IN DRILL HOLE IN CONCRETE.  THE
 EB3653'MARK IS 62.8 FEET NORTHWEST OF THE CENTERLINE OF US 1, 98.6 FEET
 EB3653'SOUTHWEST OF THE CENTERLINE OF SR 1100, 3.7 FEET NORTHEAST OF THE
 EB3653'SOUTHWEST END OF ISLAND, 74.7 FEET WEST-SOUTHWEST OF RIGHT-OF-WAY
 EB3653'MARKER, 117.3 FEET NORTH-NORTHWEST OF AN 8 INCH PINE WITH REFERENCE
 EB3653'TAG AND 69.5 FEET EAST-NORTHEAST OF A 4 INCH PINE WITH REFERENCE TAG.
 EB3653
 EB3653                          STATION RECOVERY (2007)
 EB3653
 EB3653'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EB3653'RECOVERED IN GOOD CONDITION. ALTHOUGH THE GAS STATION BUILDING NO
 EB3653'LONGER EXISTS, THE PUMP ISLAND REMAINS, AT THE CENTER OF A VACANT LOT.
 EB3653'SR1100 IS GRENACO VILLAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2639 ***********************************************************************
 AH2639  DESIGNATION -  21 JAS
 AH2639  PID         -  AH2639
 AH2639  STATE/COUNTY-  NC/CATAWBA
 AH2639  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2639
 AH2639                         *CURRENT SURVEY CONTROL
 AH2639  ___________________________________________________________________
 AH2639* NAD 83(2001)-  35 35 43.96311(N)    080 57 44.56541(W)     ADJUSTED  
 AH2639* NAVD 88     -       255.80   (+/-2cm)     839.2    (feet)  VERTCON   
 AH2639  ___________________________________________________________________
 AH2639  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AH2639  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AH2639  HORZ ORDER  -  THIRD
 AH2639  VERT ORDER  -  THIRD ? (See Below)
 AH2639
 AH2639.The horizontal coordinates were established by classical geodetic methods
 AH2639.and adjusted by the National Geodetic Survey in August 2005.
 AH2639
 AH2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2639.The vertical order pertains to the NGVD 29 superseded value.
 AH2639
 AH2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2639
 AH2639.The geoid height was determined by GEOID03.
 AH2639
 AH2639;                    North         East     Units Scale Factor Converg.
 AH2639;SPC NC       -   206,485.402   431,797.876   MT  0.99989054   -1 07 57.5
 AH2639;SPC NC       -   677,444.19  1,416,656.86   sFT  0.99989054   -1 07 57.5
 AH2639;UTM  17      - 3,939,090.680   503,407.895   MT  0.99960014   +0 01 18.8
 AH2639
 AH2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2639!SPC NC       -   0.99996480  x   0.99989054  =   0.99985535
 AH2639!UTM  17      -   0.99996480  x   0.99960014  =   0.99956496
 AH2639
 AH2639                          SUPERSEDED SURVEY CONTROL
 AH2639
 AH2639  NAD 83(1986)-  35 35 43.97493(N)    080 57 44.57105(W) AD(       ) 4
 AH2639  NGVD 29 (08/11/98)  256.02   (m)          840.0    (f) LEVELING    3  
 AH2639
 AH2639.Superseded values are not recommended for survey control.
 AH2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2639.See file dsdata.txt to determine how the superseded data were derived.
 AH2639
 AH2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0340839091(NAD 83)
 AH2639_MARKER: DB = BENCH MARK DISK
 AH2639_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH2639_SP_SET: WHEELGUARD
 AH2639_STAMPING: 21 JAS 1965 840
 AH2639_MARK LOGO: USGS  
 AH2639_PROJECTION: FLUSH
 AH2639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2639+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 AH2639
 AH2639  HISTORY     - Date     Condition        Report By
 AH2639  HISTORY     - 1965     MONUMENTED       USGS
 AH2639  HISTORY     - 19860101 GOOD             NCGS
 AH2639  HISTORY     - 19971211 GOOD             NCGS
 AH2639  HISTORY     - 20020323 GOOD             USPSQD
 AH2639
 AH2639                          STATION DESCRIPTION
 AH2639
 AH2639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2639'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF TERRELL. ALONG
 AH2639'NC 150 FOR 1.6 KM (1.0 MI) NORTHEAST FROM THE POST OFFICE (IN
 AH2639'TERRELL), TO THE CATAWBA RIVER (LAKE NORMAN) BRIDGE LEADING TO THE
 AH2639'DUKE POWER PLANT. MARK IS SET IN A DRILL HOLE IN THE TOP OF THE
 AH2639'NORTHEAST END OF THE NORTHWEST WHEELGUARD OF THE BRIDGE, ABOUT 1 FOOT
 AH2639'HIGHER THAN THE CENTER OF THE BRIDGE.
 AH2639
 AH2639                          STATION RECOVERY (1997)
 AH2639
 AH2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2639'RECOVERED AS DESCRIBED.
 AH2639
 AH2639                          STATION RECOVERY (2002)
 AH2639
 AH2639'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AH2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6237 ***********************************************************************
 AI6237  DESIGNATION -  21 LB 1
 AI6237  PID         -  AI6237
 AI6237  STATE/COUNTY-  NC/DARE
 AI6237  USGS QUAD   -  CAPE HATTERAS (1983)
 AI6237
 AI6237                         *CURRENT SURVEY CONTROL
 AI6237  ___________________________________________________________________
 AI6237* NAD 83(1986)-  35 13 51.     (N)    075 37 18.     (W)     SCALED    
 AI6237* NAVD 88     -         2.542  (meters)       8.34   (feet)  ADJUSTED  
 AI6237  ___________________________________________________________________
 AI6237  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 AI6237  DYNAMIC HT  -           2.539 (meters)       8.33  (feet)  COMP
 AI6237  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 AI6237
 AI6237  VERT ORDER  -  SECOND    CLASS I
 AI6237
 AI6237.The horizontal coordinates were scaled from a topographic map and have
 AI6237.an estimated accuracy of +/- 6 seconds.
 AI6237
 AI6237.The orthometric height was determined by differential leveling
 AI6237.and adjusted in August 2000.
 AI6237.No vertical observational check was made to the station.
 AI6237
 AI6237.The geoid height was determined by GEOID03.
 AI6237
 AI6237.The dynamic height is computed by dividing the NAVD 88
 AI6237.geopotential number by the normal gravity value computed on the
 AI6237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6237.degrees latitude (g = 980.6199 gals.).
 AI6237
 AI6237.The modeled gravity was interpolated from observed gravity values.
 AI6237
 AI6237;                    North         East    Units  Estimated Accuracy
 AI6237;SPC NC       -   169,500.      917,040.      MT  (+/- 180 meters Scaled)
 AI6237
 AI6237                          SUPERSEDED SURVEY CONTROL
 AI6237
 AI6237.No superseded survey control is available for this station.
 AI6237
 AI6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD434988(NAD 83)
 AI6237_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6237_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI6237_STAMPING: 21 LB.1 7.200 1976
 AI6237_MARK LOGO: NCSHC 
 AI6237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6237+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1996
 AI6237
 AI6237  HISTORY     - Date     Condition        Report By
 AI6237  HISTORY     - 1976     MONUMENTED       NCSHC
 AI6237  HISTORY     - 19961210 GOOD             NCGS
 AI6237
 AI6237                          STATION DESCRIPTION
 AI6237
 AI6237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AI6237'RECOVERED IN GOOD CONDITION AS DESCRIBED, HOWEVER THE TOP OF CONCRETE
 AI6237'POST HAS ERODED AWAY. MARK IS STAMPED---21 LB.1 .200 1976---.  THE
 AI6237'STAMPING HAS BEEN OBLITERATED IN AREA OF ELEVATION STAMPING. THIS
 AI6237'AIRPORT IS OWNED BY THE NATIONAL PARK SERVICE, MR.  RUSSELL
 AI6237'BERRY-SUPERINTENDENT, CAPE HATTERAS NATIONAL SEASHORE, ROUTE 1 BOX
 AI6237'675, MANTEO, N.C.  27964.  CALL - CHIEF RANGER JEFF COBB, TELEPHONE
 AI6237'919-473-2111 EXT.  119 FOR APPROVAL/PERMIT PRIOR TO ANY CONSTRUCTION
 AI6237'ACTIVITY AND/OR ANY OTHER SURVEY ACTIVITY ON THE AIRPORT AREA. THE
 AI6237'AIRPORT NAME IS, THE BILLY MITCHELL AIRPORT, ADDRESS IS N.C. D.O.T.
 AI6237'DIVISION OF AVIATION, BOX 25201, RALEIGH, N.C.  27611. THE AIRPORT
 AI6237'MANAGER IS BRUCE MATTHEWS, TELEPHONE 919-571-4905.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6238 ***********************************************************************
 AI6238  DESIGNATION -  21 LB 2
 AI6238  PID         -  AI6238
 AI6238  STATE/COUNTY-  NC/DARE
 AI6238  USGS QUAD   -  CAPE HATTERAS (1983)
 AI6238
 AI6238                         *CURRENT SURVEY CONTROL
 AI6238  ___________________________________________________________________
 AI6238* NAD 83(1986)-  35 14 07.     (N)    075 36 48.     (W)     SCALED    
 AI6238* NAVD 88     -         4.842  (meters)      15.89   (feet)  ADJUSTED  
 AI6238  ___________________________________________________________________
 AI6238  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 AI6238  DYNAMIC HT  -           4.838 (meters)      15.87  (feet)  COMP
 AI6238  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 AI6238
 AI6238  VERT ORDER  -  SECOND    CLASS I
 AI6238
 AI6238.The horizontal coordinates were scaled from a topographic map and have
 AI6238.an estimated accuracy of +/- 6 seconds.
 AI6238
 AI6238.The orthometric height was determined by differential leveling
 AI6238.and adjusted in August 2000.
 AI6238.No vertical observational check was made to the station.
 AI6238
 AI6238.The geoid height was determined by GEOID03.
 AI6238
 AI6238.The dynamic height is computed by dividing the NAVD 88
 AI6238.geopotential number by the normal gravity value computed on the
 AI6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6238.degrees latitude (g = 980.6199 gals.).
 AI6238
 AI6238.The modeled gravity was interpolated from observed gravity values.
 AI6238
 AI6238;                    North         East    Units  Estimated Accuracy
 AI6238;SPC NC       -   170,020.      917,780.      MT  (+/- 180 meters Scaled)
 AI6238
 AI6238                          SUPERSEDED SURVEY CONTROL
 AI6238
 AI6238.No superseded survey control is available for this station.
 AI6238
 AI6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD441993(NAD 83)
 AI6238_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6238_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI6238_STAMPING: 21 LB.2 14.661 1976
 AI6238_MARK LOGO: NCSHC 
 AI6238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI6238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6238+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1996
 AI6238
 AI6238  HISTORY     - Date     Condition        Report By
 AI6238  HISTORY     - 1976     MONUMENTED       NCSHC
 AI6238  HISTORY     - 19961210 GOOD             NCGS
 AI6238
 AI6238                          STATION DESCRIPTION
 AI6238
 AI6238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AI6238'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AI6238'THE AIRPORT IS OWNED BY THE NATIONAL PARK SERVICE.  MR.  RUSSELL
 AI6238'BERRY-SUPERINTENDENT, CAPE HATTERAS NATIONAL SEASHORE, ROUTE 1 BOX
 AI6238'675, MANTEO, N.C.  27964.  CALL CHIEF RANGER JEFF COBB, TELEPHONE
 AI6238'919-473-2111, EXT.  119 FOR APPROVAL/PERMIT PRIOR TO ANY CONSTRUCTION
 AI6238'ACTIVITY AND/OR ANY OTHER SURVEY ACTIVITY ON THE AIRPORT AREA. THE
 AI6238'AIRPORT NAME IS, THE BILLY MITCHELL AIRPORT, N.C.  D.O.T. DIVISION OF
 AI6238'AVIATION, BOX 25201, RALEIGH, N.C.  27611. THE AIRPORT MANAGER IS
 AI6238'BRUCE MATTHEWS, TELEPHONE 919-571-4905. MARK IS STAMPED---21LB.2
 AI6238'14.661 1976---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1998 ***********************************************************************
 EY1998  DESIGNATION -  21 MEA
 EY1998  PID         -  EY1998
 EY1998  STATE/COUNTY-  NC/PITT
 EY1998  USGS QUAD   -  GARDNERVILLE (1983)
 EY1998
 EY1998                         *CURRENT SURVEY CONTROL
 EY1998  ___________________________________________________________________
 EY1998* NAD 83(1986)-  35 28 12.     (N)    077 21 19.     (W)     SCALED    
 EY1998* NAVD 88     -        12.347  (meters)      40.51   (feet)  ADJUSTED  
 EY1998  ___________________________________________________________________
 EY1998  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 EY1998  DYNAMIC HT  -          12.337 (meters)      40.48  (feet)  COMP
 EY1998  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 EY1998
 EY1998  VERT ORDER  -  SECOND    CLASS II
 EY1998
 EY1998.The horizontal coordinates were scaled from a topographic map and have
 EY1998.an estimated accuracy of +/- 6 seconds.
 EY1998
 EY1998.The orthometric height was determined by differential leveling
 EY1998.and adjusted in June 1991.
 EY1998
 EY1998.The geoid height was determined by GEOID03.
 EY1998
 EY1998.The dynamic height is computed by dividing the NAVD 88
 EY1998.geopotential number by the normal gravity value computed on the
 EY1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1998.degrees latitude (g = 980.6199 gals.).
 EY1998
 EY1998.The modeled gravity was interpolated from observed gravity values.
 EY1998
 EY1998;                    North         East    Units  Estimated Accuracy
 EY1998;SPC NC       -   192,040.      758,860.      MT  (+/- 180 meters Scaled)
 EY1998
 EY1998                          SUPERSEDED SURVEY CONTROL
 EY1998
 EY1998.No superseded survey control is available for this station.
 EY1998
 EY1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE862277(NAD 83)
 EY1998_MARKER: DB = BENCH MARK DISK
 EY1998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY1998_SP_SET: CONCRETE WHEELGUARD
 EY1998_STAMPING: 21 MEA 1978 42 FT
 EY1998_MARK LOGO: USGS  
 EY1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1998+STABILITY: SURFACE MOTION
 EY1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1998+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY1998
 EY1998  HISTORY     - Date     Condition        Report By
 EY1998  HISTORY     - 1978     MONUMENTED       USGS
 EY1998  HISTORY     - 1982     GOOD             NCGS
 EY1998  HISTORY     - 1986     GOOD             USPSQD
 EY1998  HISTORY     - 1989     GOOD             USPSQD
 EY1998  HISTORY     - 1989     GOOD             USPSQD
 EY1998  HISTORY     - 19890715 GOOD             USPSQD
 EY1998  HISTORY     - 19910625 GOOD             USPSQD
 EY1998  HISTORY     - 20040314 GOOD             USPSQD
 EY1998
 EY1998                          STATION DESCRIPTION
 EY1998
 EY1998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY1998'3.5 MI EAST FROM AYDEN.
 EY1998'3.5 MILES EAST ALONG NC 102 FROM THE RAILROAD CROSSING IN AYDEN, 0.4
 EY1998'MILE WEST OF INTERSECTION WITH SR 1725, IN NORTH WHEELGUARD OF HIGHWAY
 EY1998'BRIDGE OVER FORK SWAMP EAST BRANCH, 14.0 FEET NORTH OF CENTERLINE OF
 EY1998'HIGHWAY, 4.0 FEET EAST OF WEST END OF WHEELGUARD.
 EY1998'THE MARK IS 0.7 FT ABOVE CENTERLINE OF HIGHWAY.
 EY1998
 EY1998                          STATION RECOVERY (1986)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY1998'RECOVERED IN GOOD CONDITION.
 EY1998
 EY1998                          STATION RECOVERY (1989)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1998'RECOVERED IN GOOD CONDITION.
 EY1998
 EY1998                          STATION RECOVERY (1989)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1998'RECOVERED IN GOOD CONDITION.
 EY1998
 EY1998                          STATION RECOVERY (1989)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1998'RECOVERED IN GOOD CONDITION.
 EY1998
 EY1998                          STATION RECOVERY (1991)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY1998'RECOVERED IN GOOD CONDITION.
 EY1998
 EY1998                          STATION RECOVERY (2004)
 EY1998
 EY1998'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY1998'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0796 ***********************************************************************
 EB0796  DESIGNATION -  21 REW
 EB0796  PID         -  EB0796
 EB0796  STATE/COUNTY-  NC/BLADEN
 EB0796  USGS QUAD   -  DUBLIN (1987)
 EB0796
 EB0796                         *CURRENT SURVEY CONTROL
 EB0796  ___________________________________________________________________
 EB0796* NAD 83(2001)-  34 38 29.68364(N)    078 38 25.94850(W)     ADJUSTED  
 EB0796* NAVD 88     -        38.973  (meters)     127.86   (feet)  ADJUSTED  
 EB0796  ___________________________________________________________________
 EB0796  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 EB0796  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EB0796  DYNAMIC HT  -          38.935 (meters)     127.74  (feet)  COMP
 EB0796  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EB0796
 EB0796  HORZ ORDER  -  SECOND
 EB0796  VERT ORDER  -  SECOND    CLASS II
 EB0796
 EB0796.The horizontal coordinates were established by classical geodetic methods
 EB0796.and adjusted by the National Geodetic Survey in August 2005.
 EB0796
 EB0796.The orthometric height was determined by differential leveling
 EB0796.and adjusted in June 1991.
 EB0796
 EB0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0796
 EB0796.The geoid height was determined by GEOID03.
 EB0796
 EB0796.The dynamic height is computed by dividing the NAVD 88
 EB0796.geopotential number by the normal gravity value computed on the
 EB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0796.degrees latitude (g = 980.6199 gals.).
 EB0796
 EB0796.The modeled gravity was interpolated from observed gravity values.
 EB0796
 EB0796;                    North         East     Units Scale Factor Converg.
 EB0796;SPC NC       -    98,963.904   642,555.579   MT  0.99992890   +0 12 26.9
 EB0796;SPC NC       -   324,684.08  2,108,117.76   sFT  0.99992890   +0 12 26.9
 EB0796;UTM  17      - 3,835,828.719   716,260.927   MT  1.00017649   +1 20 30.2
 EB0796
 EB0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0796!SPC NC       -   0.99999933  x   0.99992890  =   0.99992823
 EB0796!UTM  17      -   0.99999933  x   1.00017649  =   1.00017582
 EB0796
 EB0796|---------------------------------------------------------------------|
 EB0796| PID    Reference Object                     Distance      Geod. Az  |
 EB0796|                                                           dddmmss.s |
 EB0796| EB0795 PEPPERELL                           371.218 METERS 31152     |
 EB0796|---------------------------------------------------------------------|
 EB0796
 EB0796                          SUPERSEDED SURVEY CONTROL
 EB0796
 EB0796  NAD 83(1986)-  34 38 29.69280(N)    078 38 25.95881(W) AD(       ) 2
 EB0796  NAD 27      -  34 38 29.07734(N)    078 38 26.90536(W) AD(       ) 2
 EB0796  NGVD 29 (??/??/92)   39.266  (m)          128.83   (f) ADJ UNCH    2 2
 EB0796
 EB0796.Superseded values are not recommended for survey control.
 EB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0796.See file dsdata.txt to determine how the superseded data were derived.
 EB0796
 EB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1626135829(NAD 83)
 EB0796_MARKER: DD = SURVEY DISK
 EB0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0796_STAMPING: 21 REW 1951 129
 EB0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0796+STABILITY: SURFACE MOTION
 EB0796
 EB0796  HISTORY     - Date     Condition        Report By
 EB0796  HISTORY     - 1973     MONUMENTED       USGS
 EB0796  HISTORY     - 1974     GOOD             NCGS
 EB0796  HISTORY     - 1985     GOOD             USPSQD
 EB0796  HISTORY     - 20050331 GOOD             GEOCAC
 EB0796
 EB0796                          STATION DESCRIPTION
 EB0796
 EB0796'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 EB0796'21 REW 1951 129 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB0796'VICINITY OF ELIZABETHTOWN, NORTH CAROLINA.
 EB0796'
 EB0796'21 REW 1951 129 IS LOCATED APPROXIMATELY 2.2 MILES WNW OF
 EB0796'ELIZABETHTOWN, AND 5.0 MILES SE OF DUBLIN.  TO REACH STATION FROM
 EB0796'MAIN INTERSECTION AT COURTHOUSE IN ELIZABETHTOWN.  PROCEED WEST ALONG
 EB0796'NC 87 AND 41 FOR 2.25 MILES TO STATION ON THE LEFT, APPROXIMATELY 150
 EB0796'FEET SE OF INTERSECTION WITH SR 1199 (SW), AND BY A PP ON NW SIDE
 EB0796'OF A DRIVEWAY.
 EB0796'
 EB0796'STATION MARK IS A STANDARD USGS BM DISK SET IN THE TOP OF A CONCRETE
 EB0796'CYLINDER, STAMPED 21 REW 1951 129, AND IS PROJECTING 4 INCHES ABOVE
 EB0796'THE GROUND.
 EB0796'
 EB0796'MARK IS
 EB0796'
 EB0796'41.5 FEET SW OF C/L OF NC 87 AND 41.
 EB0796'9.0 FEET NW OF A C/L OF DRIVEWAY.
 EB0796'2.1 FEET WSW OF A PP NO. 68 W/ALUMINUM REF. TAG.
 EB0796'20.1 FEET NNE OF A 12 INCH PINE TREE.
 EB0796'15.0 FEET NW OF THE CENTER OF A WATER METER BOX.
 EB0796
 EB0796                          STATION RECOVERY (1974)
 EB0796
 EB0796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0796'2.2 MI WNW FROM ELIZABETHTOWN.
 EB0796'TO REACH STATION FROM MAIN INTERSECTION AT COURTHOUSE IN
 EB0796'ELIZABETHTOWN, PROCEED WEST ALONG NC 87 AND 41 FOR 2.25 MILES TO
 EB0796'STATION ON THE LEFT, APPROXIMATELY 150 FT SE OF INTERSECTION WITH SR
 EB0796'1199 (SW), AND BY PP ON NW SIDE OF DRIVEWAY, 41.5 FT SW OF C/L OF NC
 EB0796'87 AND 41, 9.0 FT NW OF C/L OF DRIVEWAY, 2.1 FT WSW OF PP 68, 20.1
 EB0796'FT NNE OF 12 IN PINE TREE, AND 15.0 FT NW OF THE CENTER OF A
 EB0796'WATER METER BOX.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EB0796'PROJECTING 4 INCHES ABOVE THE GROUND.
 EB0796
 EB0796                          STATION RECOVERY (1985)
 EB0796
 EB0796'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAM)
 EB0796'21 REW ELEVATION ABOVE SEA 129 FEET.  FOUND EXCELLENT.
 EB0796'
 EB0796'STATION IS NOW IN FRONT LAWN OF ABC LIQUOR STORE.
 EB0796'
 EB0796'REFERENCES HAVE ALL CHANGED EXCEPT PP NO. 68.
 EB0796
 EB0796                          STATION RECOVERY (2005)
 EB0796
 EB0796'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0796'RECOVERED IN GOOD CONDITION. STATION IS IN THE GRASS AREA IN FRONT OF
 EB0796'THE ABC LIQUOR STORE ON NC-87 APPROX. 2.2 MILES FROM THE ELIZABETHTOWN
 EB0796'NC COURTHOUSE. THE MARK PROJECTS ONE INCH, AND IS 2.1 FEET FROM A PP
 EB0796'NUMBERED BF 98 WITH TRANSFORMER, STREET LIGHT AND WITNESS TAG AND ALSO
 EB0796'IS 8.0 FEET NE OF A METAL COVERED WATER METER BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3429 ***********************************************************************
 FY3429  DESIGNATION -  21 WC 2
 FY3429  PID         -  FY3429
 FY3429  STATE/COUNTY-  NC/ROCKINGHAM
 FY3429  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3429
 FY3429                         *CURRENT SURVEY CONTROL
 FY3429  ___________________________________________________________________
 FY3429* NAD 83(2001)-  36 27 20.60251(N)    079 43 11.82637(W)     ADJUSTED  
 FY3429* NAVD 88     -       218.8    (meters)     718.     (feet)  VERTCON   
 FY3429  ___________________________________________________________________
 FY3429  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FY3429  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 FY3429  HORZ ORDER  -  SECOND
 FY3429
 FY3429.The horizontal coordinates were established by classical geodetic methods
 FY3429.and adjusted by the National Geodetic Survey in August 2005.
 FY3429
 FY3429.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3429
 FY3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3429
 FY3429.The geoid height was determined by GEOID03.
 FY3429
 FY3429;                    North         East     Units Scale Factor Converg.
 FY3429;SPC NC       -   300,404.279   545,057.775   MT  1.00009351   -0 24 55.9
 FY3429;SPC NC       -   985,576.37  1,788,243.72   sFT  1.00009351   -0 24 55.9
 FY3429;UTM  17      - 4,035,258.134   614,703.121   MT  0.99976210   +0 45 38.5
 FY3429
 FY3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3429!SPC NC       -   0.99997075  x   1.00009351  =   1.00006426
 FY3429!UTM  17      -   0.99997075  x   0.99976210  =   0.99973286
 FY3429
 FY3429|---------------------------------------------------------------------|
 FY3429| PID    Reference Object                     Distance      Geod. Az  |
 FY3429|                                                           dddmmss.s |
 FY3429| FY3425 SOYARS                              359.362 METERS 25941     |
 FY3429| FY3422 SAURA                               APPROX. 0.8 KM 3222712.7 |
 FY3429|---------------------------------------------------------------------|
 FY3429
 FY3429                          SUPERSEDED SURVEY CONTROL
 FY3429
 FY3429  NAD 83(1993)-  36 27 20.60534(N)    079 43 11.82871(W) AD(       ) 2
 FY3429  NAD 83(1986)-  36 27 20.61025(N)    079 43 11.83121(W) AD(       ) 2
 FY3429  NAD 27      -  36 27 20.10801(N)    079 43 12.70757(W) AD(       ) 2
 FY3429  NGVD 29 (07/19/86)  219.0    (m)          719.     (f) VERT ANG    3  
 FY3429
 FY3429.Superseded values are not recommended for survey control.
 FY3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3429.See file dsdata.txt to determine how the superseded data were derived.
 FY3429
 FY3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1470335258(NAD 83)
 FY3429_MARKER: DE = TRAVERSE STATION DISK
 FY3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3429_STAMPING: 21 WC 2
 FY3429_MARK LOGO: NCSHC 
 FY3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3429+STABILITY: SURFACE MOTION
 FY3429
 FY3429  HISTORY     - Date     Condition        Report By
 FY3429  HISTORY     - 1967     MONUMENTED       NCSHC
 FY3429  HISTORY     - 1978     GOOD             NCGS
 FY3429
 FY3429                          STATION DESCRIPTION
 FY3429
 FY3429'DESCRIBED BY NC STATE HWYS COMM 1967 (EM)
 FY3429'21WC2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3429'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3429'
 FY3429'21WC2 IS LOCATED APPROXIMATELY 3.0 MILES SSE OF EDEN.  TO REACH
 FY3429'STATION PROCEED FROM THE INTERSECTION OF NC 14 AND SR 2066
 FY3429'(KINGS HIGHWAY) IN EDEN, GO SOUTH ON NC 14 FOR 2.35 MILES TO
 FY3429'INTERSECTION OF NC 14 AND SR 1974, CONTINUE SOUTH ON NC 14
 FY3429'FOR 0.4 MILES TO SR 2039 OVERPASS.  STATION IS ON LEFT IN
 FY3429'NORTHEAST QUADRANT OF BRIDGE OVER NC 14.
 FY3429'
 FY3429'STATION MARK IS A STANDARD N. C. STATE HIGHWAY BRONZE DISK SET
 FY3429'IN A CONCRETE POST WHICH IS 3 INCHES ABOVE THE GROUND.
 FY3429'
 FY3429'MARK IS
 FY3429'
 FY3429'12.3 FT NW OF END OF E BRIDGE RAIL
 FY3429'
 FY3429'43.4 FT SW OF TP WITH ALUMINUM REF. TAG
 FY3429'
 FY3429'20.7 FT N OF C/L OF BRIDGE ON SR 2039
 FY3429'
 FY3429'24.9 FT SSW OF 12 INCH PINE WITH ALUMINUM REF. TAG
 FY3429'
 FY3429'16.9 FT S OF OAK TREE WITH WHITE TRIANGLE PAINTED ON IT
 FY3429
 FY3429                          STATION RECOVERY (1978)
 FY3429
 FY3429'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY3429'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 FY3429'IS JUST OFF THE SOUTHWEST CORNER OF THE BETHLEHEM CHURCH GROUNDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4425 ***********************************************************************
 FA4425  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4425  DESIGNATION -  210 AZ MK
 FA4425  PID         -  FA4425
 FA4425  STATE/COUNTY-  NC/MECKLENBURG
 FA4425  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4425
 FA4425                         *CURRENT SURVEY CONTROL
 FA4425  ___________________________________________________________________
 FA4425* NAD 83(2007)-  35 25 40.43669(N)    080 56 27.07309(W)     ADJUSTED  
 FA4425* NAVD 88     -       238.26   (meters)     781.7    (feet)  GPS OBS   
 FA4425  ___________________________________________________________________
 FA4425  EPOCH DATE  -        2002.00
 FA4425  X           -     819,267.855 (meters)                     COMP
 FA4425  Y           -  -5,138,318.013 (meters)                     COMP
 FA4425  Z           -   3,676,772.622 (meters)                     COMP
 FA4425  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 FA4425  ELLIP HEIGHT-         207.198 (meters)          (02/10/07) ADJUSTED
 FA4425  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FA4425
 FA4425  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4425  Type    PID    Designation                      North   East  Ellip
 FA4425  -------------------------------------------------------------------
 FA4425  NETWORK FA4425 210 AZ MK                         0.45   0.45   0.74
 FA4425  -------------------------------------------------------------------
 FA4425
 FA4425.The horizontal coordinates were established by GPS observations
 FA4425.and adjusted by the National Geodetic Survey in February 2007.
 FA4425
 FA4425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4425.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4425.The horizontal coordinates are valid at the epoch date displayed above.
 FA4425.The epoch date for horizontal control is a decimal equivalence
 FA4425.of Year/Month/Day.
 FA4425
 FA4425.The orthometric height was determined by GPS observations and a
 FA4425.high-resolution geoid model.
 FA4425.The orthometric height was determined by GPS observations and a
 FA4425.high-resolution geoid model using precise GPS observation and
 FA4425.processing techniques.
 FA4425
 FA4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4425
 FA4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4425
 FA4425.The ellipsoidal height was determined by GPS observations
 FA4425.and is referenced to NAD 83.
 FA4425
 FA4425.The geoid height was determined by GEOID03.
 FA4425
 FA4425;                    North         East     Units Scale Factor Converg.
 FA4425;SPC NC       -   187,852.440   433,384.385   MT  0.99987730   -1 07 12.7
 FA4425;SPC NC       -   616,312.55  1,421,861.94   sFT  0.99987730   -1 07 12.7
 FA4425;UTM  17      - 3,920,498.731   505,368.957   MT  0.99960036   +0 02 03.4
 FA4425
 FA4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4425!SPC NC       -   0.99996748  x   0.99987730  =   0.99984478
 FA4425!UTM  17      -   0.99996748  x   0.99960036  =   0.99956785
 FA4425
 FA4425                          SUPERSEDED SURVEY CONTROL
 FA4425
 FA4425  NAD 83(1986)-  35 25 40.45151(N)    080 56 27.08076(W) AD(       ) 1
 FA4425  NAD 83(2001)-  35 25 40.43681(N)    080 56 27.07315(W) AD(       ) 1
 FA4425  ELLIP H (08/02/04)  207.197  (m)                       GP(       ) 4 1
 FA4425  NAD 83(1986)-  35 25 40.45137(N)    080 56 27.08118(W) AD(       ) 3
 FA4425
 FA4425.Superseded values are not recommended for survey control.
 FA4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4425.See file dsdata.txt to determine how the superseded data were derived.
 FA4425
 FA4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0536920499(NAD 83)
 FA4425_MARKER: DZ = AZIMUTH MARK DISK
 FA4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4425_SP_SET: CONCRETE POST
 FA4425_STAMPING: 210
 FA4425_MARK LOGO: NC0870
 FA4425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4425+STABILITY: SURFACE MOTION
 FA4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4425+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 FA4425
 FA4425  HISTORY     - Date     Condition        Report By
 FA4425  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4425  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4425  HISTORY     - 20030910 GOOD             NGS+SS
 FA4425  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 FA4425
 FA4425                          STATION DESCRIPTION
 FA4425
 FA4425'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4425'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.53 KM (5.30 MI) NORTHEAST OF
 FA4425'LOWESVILLE.
 FA4425'MARK REACHED BY FIRST GOING TO GPS STATION M 010. (32.81 FT) TO REACH
 FA4425'THE STATION FROM THE INTERSECTION OF S.R. 73 AND S.R. 16, PROCEED
 FA4425'SOUTHEAST ON S.R. 73 FOR 4.83 KM (3.00 MI) TO ENTRANCE OF DUKE POWER
 FA4425'PLANT (ENERGY EXPLORIUM DRIVE). GO NORTH INTO PLANT FOR 0.48 KM
 FA4425'(0.30 MI) TO STATION LOCATED IN EAST RIGHT-OF-WAY OF ENERGY EXPLORIUM
 FA4425'DRIVE.
 FA4425'STATION IS 14.69 M (48.20 FT) N70E OF A UTILITY POLE IN CONCRETE
 FA4425'MEDIAN, 19.84 M (65.09 FT) S75E OF TRAFFIC LIGHT POLE IN MEDIAN, 6.30
 FA4425'M (20.67 FT) N70E OF THE EDGE OF PAVEMENT, AND 8.01 M (26.28 FT) N47W
 FA4425'OF A THREE-INCH OAK TREE.
 FA4425'TO REACH THE AZIMUTH MARK FROM GPS STATION M 010, PROCEED SOUTH ON
 FA4425'ENERGY EXPLORIUM DRIVE FOR 0.45 KM (0.28 MI) TO THE MARK IN THE WEST
 FA4425'RIGHT-OF-WAY OF THE ROAD, 4.87 M (15.98 FT) N36W OF EDGE OF PAVEMENT.
 FA4425'THE AZIMUTH MARK IS COMPASS BEARING S03E AND DISTANCE 584.099 M
 FA4425'(1916.331 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 210.
 FA4425
 FA4425                          STATION RECOVERY (1997)
 FA4425
 FA4425'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4425'MARK NOT FOUND.
 FA4425
 FA4425                          STATION RECOVERY (2003)
 FA4425
 FA4425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4425'THE STATION IS LOCATED IN MECKLENBURG COUNTY, 8.53 KM (5.30 MI)
 FA4425'NORTHEAST OF LOWESVILLE  6.4 KM (4 MI) WEST OF HUNTERSVILLE.
 FA4425' 
 FA4425'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77
 FA4425'(EXIT 25) AND STATE  ROUTE 73  (SAM FURR ROAD) GO WEST ON SAM FURR
 FA4425'ROAD FOR 2.25 KM (1.4 MI) TO THE  INTERSECTION OF CATAWBA ROAD ON THE
 FA4425'RIGHT. CONTINUE AHEAD WESTERLY FOR 5.31 KM (3.3 MI)  TO A TRAFFIC
 FA4425'LIGHT INTERSECTION AND THE ENTRANCE TO THE DUKE POWER PLANT (ENERGY
 FA4425'EXPLORIUM DRIVE) ON THE  RIGHT AND THE STATION IN THE NORTHWEST
 FA4425'QUADRANT OF THE  INTERSECTION.
 FA4425' 
 FA4425'THE STATION IS A CITY OF CHARLOTTE AZ MK DISK SET IN THE TOP A ROUND
 FA4425'CONCRETE MONUMENT.  IT IS 18.29 M (60.0 FT) WEST OF THE CENTERLINE OF
 FA4425'THE DRIVE, 15.6 M (51.4 FT) NORTH OF THE  CENTERLINE OF HIGHWAY 73,
 FA4425'18.14 M (59.5 FT) SOUTHEAST OF THE SOUTHWEST END OF A WILDLIFE
 FA4425'HABITAT ENHANCEMENT SIGN, 11.64 M (38.2 FT) SOUTH-SOUTHWEST OF A
 FA4425'STREET LIGHT, 10.97 M (36.0  FT) NORTHEAST OF THE NORTH SIGNAL LIGHT
 FA4425'SUPPORT POLE, AND 4.63 M (15.2 FT) NORTHWEST OF  THE EDGE OF PAVEMENT
 FA4425'IN THE CENTER OF THE CURVED DRIVE.
 FA4425
 FA4425                          STATION RECOVERY (2004)
 FA4425
 FA4425'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4425'SEARCHED N SIDE OF EXPLORIUM DRIVE WITH MICRONTA 4001 METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9500 ***********************************************************************
 DE9500  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9500  DESIGNATION -  210E 200
 DE9500  PID         -  DE9500
 DE9500  STATE/COUNTY-  NC/GUILFORD
 DE9500  USGS QUAD   -  GUILFORD (1994)
 DE9500
 DE9500                         *CURRENT SURVEY CONTROL
 DE9500  ___________________________________________________________________
 DE9500* NAD 83(2007)-  36 00 15.49401(N)    079 53 17.73539(W)     ADJUSTED  
 DE9500* NAVD 88     -       252.65   (meters)     828.9    (feet)  GPS OBS   
 DE9500  ___________________________________________________________________
 DE9500  EPOCH DATE  -        2002.00
 DE9500  X           -     906,968.613 (meters)                     COMP
 DE9500  Y           -  -5,085,656.709 (meters)                     COMP
 DE9500  Z           -   3,728,708.352 (meters)                     COMP
 DE9500  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 DE9500  ELLIP HEIGHT-         221.719 (meters)          (02/10/07) ADJUSTED
 DE9500  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9500
 DE9500  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9500  Type    PID    Designation                      North   East  Ellip
 DE9500  -------------------------------------------------------------------
 DE9500  NETWORK DE9500 210E 200                          2.08   1.80   3.90
 DE9500  -------------------------------------------------------------------
 DE9500
 DE9500.The horizontal coordinates were established by GPS observations
 DE9500.and adjusted by the National Geodetic Survey in February 2007.
 DE9500
 DE9500.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9500.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9500.The horizontal coordinates are valid at the epoch date displayed above.
 DE9500.The epoch date for horizontal control is a decimal equivalence
 DE9500.of Year/Month/Day.
 DE9500
 DE9500.The orthometric height was determined by GPS observations and a
 DE9500.high-resolution geoid model.
 DE9500.The orthometric height was determined by GPS observations and a
 DE9500.high-resolution geoid model using precise GPS observation and
 DE9500.processing techniques.
 DE9500
 DE9500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9500
 DE9500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9500
 DE9500.The ellipsoidal height was determined by GPS observations
 DE9500.and is referenced to NAD 83.
 DE9500
 DE9500.The geoid height was determined by GEOID03.
 DE9500
 DE9500;                    North         East     Units Scale Factor Converg.
 DE9500;SPC NC       -   250,436.526   529,521.164   MT  0.99995873   -0 30 45.6
 DE9500;SPC NC       -   821,640.50  1,737,270.69   sFT  0.99995873   -0 30 45.6
 DE9500;UTM  17      - 3,984,997.286   600,195.013   MT  0.99972370   +0 39 12.9
 DE9500
 DE9500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9500!SPC NC       -   0.99996520  x   0.99995873  =   0.99992393
 DE9500!UTM  17      -   0.99996520  x   0.99972370  =   0.99968891
 DE9500
 DE9500:                Primary Azimuth Mark                     Grid Az
 DE9500:SPC NC       -  210W 200                                 307 37 40.5
 DE9500:UTM  17      -  210W 200                                 306 27 42.0
 DE9500
 DE9500|---------------------------------------------------------------------|
 DE9500| PID    Reference Object                     Distance      Geod. Az  |
 DE9500|                                                           dddmmss.s |
 DE9500| DE9501 210W 200                            472.543 METERS 3070654.9 |
 DE9500|---------------------------------------------------------------------|
 DE9500
 DE9500                          SUPERSEDED SURVEY CONTROL
 DE9500
 DE9500  NAD 83(2001)-  36 00 15.49421(N)    079 53 17.73527(W) AD(       ) 1
 DE9500  ELLIP H (03/13/03)  221.724  (m)                       GP(       ) 4 2
 DE9500  NAD 83(1986)-  36 00 15.50092(N)    079 53 17.74293(W) AD(       ) 1
 DE9500
 DE9500.Superseded values are not recommended for survey control.
 DE9500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9500.See file dsdata.txt to determine how the superseded data were derived.
 DE9500
 DE9500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0019584997(NAD 83)
 DE9500_MARKER: DD = SURVEY DISK
 DE9500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9500_STAMPING: 210E200 1999
 DE9500_MARK LOGO: NC1940
 DE9500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9500+STABILITY: SURFACE MOTION
 DE9500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9500+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DE9500
 DE9500  HISTORY     - Date     Condition        Report By
 DE9500  HISTORY     - 1999     MONUMENTED       NC1940
 DE9500  HISTORY     - 20040920 GOOD             USPSQD
 DE9500  HISTORY     - 20050929 GOOD             USPSQD
 DE9500
 DE9500                          STATION DESCRIPTION
 DE9500
 DE9500'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9500'STATION IS ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9500'GOVERNMENT PLAZA, 0.9 MI (1.4 KM) SOUTH-SOUTHEAST OF THE SEDGEFIELD
 DE9500'COMMUNITY.
 DE9500'PROCEED FROM HIGH POINT ROAD, ALONG SCOTLAND ROAD FOR 0.6 MI (1.0 KM)
 DE9500'EAST, THENCE SOUTH AND EAST FOR 0.5 MI (0.8 KM) ALONG ROCKINGHAM ROAD
 DE9500'NORTH, TO STATION IN THE SOUTHEAST QUADRANT OF INTERSECTION WITH SR
 DE9500'1484 (PASQUOTANK ROAD).
 DE9500'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9500'GROUND. LOCATED 14.6 FT (4.5 M) SOUTH OF THE CENTERLINE OF ROCKINGHAM
 DE9500'ROAD, 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF PASQUOTANK ROAD, 12.2
 DE9500'FT (3.7 M) NORTHWEST OF POWER POLE (TERM B).
 DE9500
 DE9500                          STATION RECOVERY (2004)
 DE9500
 DE9500'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 DE9500'RECOVERED IN GOOD CONDITION.
 DE9500
 DE9500                          STATION RECOVERY (2005)
 DE9500
 DE9500'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9501 ***********************************************************************
 DE9501  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9501  DESIGNATION -  210W 200
 DE9501  PID         -  DE9501
 DE9501  STATE/COUNTY-  NC/GUILFORD
 DE9501  USGS QUAD   -  GUILFORD (1994)
 DE9501
 DE9501                         *CURRENT SURVEY CONTROL
 DE9501  ___________________________________________________________________
 DE9501* NAD 83(2007)-  36 00 24.74484(N)    079 53 32.78210(W)     ADJUSTED  
 DE9501* NAVD 88     -       255.08   (meters)     836.9    (feet)  GPS OBS   
 DE9501  ___________________________________________________________________
 DE9501  EPOCH DATE  -        2002.00
 DE9501  X           -     906,568.543 (meters)                     COMP
 DE9501  Y           -  -5,085,559.751 (meters)                     COMP
 DE9501  Z           -   3,728,940.432 (meters)                     COMP
 DE9501  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 DE9501  ELLIP HEIGHT-         224.123 (meters)          (02/10/07) ADJUSTED
 DE9501  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DE9501
 DE9501  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9501  Type    PID    Designation                      North   East  Ellip
 DE9501  -------------------------------------------------------------------
 DE9501  NETWORK DE9501 210W 200                          1.41   1.10   2.21
 DE9501  -------------------------------------------------------------------
 DE9501
 DE9501.The horizontal coordinates were established by GPS observations
 DE9501.and adjusted by the National Geodetic Survey in February 2007.
 DE9501
 DE9501.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9501.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9501.The horizontal coordinates are valid at the epoch date displayed above.
 DE9501.The epoch date for horizontal control is a decimal equivalence
 DE9501.of Year/Month/Day.
 DE9501
 DE9501.The orthometric height was determined by GPS observations and a
 DE9501.high-resolution geoid model.
 DE9501.The orthometric height was determined by GPS observations and a
 DE9501.high-resolution geoid model using precise GPS observation and
 DE9501.processing techniques.
 DE9501
 DE9501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9501
 DE9501.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9501
 DE9501.The ellipsoidal height was determined by GPS observations
 DE9501.and is referenced to NAD 83.
 DE9501
 DE9501.The geoid height was determined by GEOID03.
 DE9501
 DE9501;                    North         East     Units Scale Factor Converg.
 DE9501;SPC NC       -   250,725.011   529,146.926   MT  0.99995932   -0 30 54.3
 DE9501;SPC NC       -   822,586.97  1,736,042.87   sFT  0.99995932   -0 30 54.3
 DE9501;UTM  17      - 3,985,278.028   599,815.071   MT  0.99972276   +0 39 04.2
 DE9501
 DE9501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9501!SPC NC       -   0.99996483  x   0.99995932  =   0.99992415
 DE9501!UTM  17      -   0.99996483  x   0.99972276  =   0.99968760
 DE9501
 DE9501:                Primary Azimuth Mark                     Grid Az
 DE9501:SPC NC       -  210E 200                                 127 37 40.4
 DE9501:UTM  17      -  210E 200                                 126 27 41.9
 DE9501
 DE9501|---------------------------------------------------------------------|
 DE9501| PID    Reference Object                     Distance      Geod. Az  |
 DE9501|                                                           dddmmss.s |
 DE9501| DE9500 210E 200                            472.543 METERS 1270646.1 |
 DE9501|---------------------------------------------------------------------|
 DE9501
 DE9501                          SUPERSEDED SURVEY CONTROL
 DE9501
 DE9501  NAD 83(2001)-  36 00 24.74502(N)    079 53 32.78199(W) AD(       ) 1
 DE9501  ELLIP H (03/13/03)  224.127  (m)                       GP(       ) 4 2
 DE9501  NAD 83(1986)-  36 00 24.75191(N)    079 53 32.78953(W) AD(       ) 1
 DE9501
 DE9501.Superseded values are not recommended for survey control.
 DE9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9501.See file dsdata.txt to determine how the superseded data were derived.
 DE9501
 DE9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9981585278(NAD 83)
 DE9501_MARKER: DD = SURVEY DISK
 DE9501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9501_STAMPING: 210W200 1999
 DE9501_MARK LOGO: NC1940
 DE9501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9501+STABILITY: SURFACE MOTION
 DE9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9501+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DE9501
 DE9501  HISTORY     - Date     Condition        Report By
 DE9501  HISTORY     - 1999     MONUMENTED       NC1940
 DE9501  HISTORY     - 20040920 GOOD             USPSQD
 DE9501  HISTORY     - 20050929 GOOD             USPSQD
 DE9501
 DE9501                          STATION DESCRIPTION
 DE9501
 DE9501'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9501'STATION IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9501'GOVERNMENT PLAZA, 0.7 MI (1.1 KM) SOUTH-SOUTHEAST OF THE SEDGEFIELD
 DE9501'COMMUNITY, AND AT THE HEDGES AT SEDGEFIELD SUBDIVISION.
 DE9501'PROCEED FROM HIGH POINT ROAD, ALONG SCOTLAND ROAD FOR 0.6 MI (1.0 KM)
 DE9501'EAST, THENCE SOUTH FOR 0.2 MI (0.3 KM) ALONG ROCKINGHAM ROAD NORTH, TO
 DE9501'STATION NEAR SOUTHWEST END OF STONE SIGN IN THE NORTHWEST QUADRANT OF
 DE9501'INTERSECTION WITH HEDGESHIRE COURT.
 DE9501'MARK IS ABOUT 3-FEET HIGHER THAN THE CENTER OF HEDGESHIRE COURT AND
 DE9501'RECESSED 6-INCHES BELOW THE GROUND. LOCATED 56.0 FT (17.1 M) WEST OF
 DE9501'THE CENTERLINE OF ROCKINGHAM ROAD, 37.8 FT (11.5 M) NORTH OF THE
 DE9501'CENTERLINE OF HEDGESHIRE COURT, 21.5 FT (6.6 M) NORTH OF A CATCH INLET
 DE9501'AT STREET, 17.0 FT (5.2 M) NORTHWEST OF A GREEN IRRIGATION CONTROL
 DE9501'VALVE COVER, 1.6 FT (0.5 M) W OF WEST EDGE OF STONE RETAINING WALL,
 DE9501'AND 4.6 FT (1.4 M) THE SOUTHWEST END OF A STONE SIGN.
 DE9501
 DE9501                          STATION RECOVERY (2004)
 DE9501
 DE9501'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 DE9501'RECOVERED IN GOOD CONDITION.
 DE9501
 DE9501                          STATION RECOVERY (2005)
 DE9501
 DE9501'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0129 ***********************************************************************
 EZ0129  DESIGNATION -  211
 EZ0129  PID         -  EZ0129
 EZ0129  STATE/COUNTY-  NC/JOHNSTON
 EZ0129  USGS QUAD   -  FOUR OAKS (1986)
 EZ0129
 EZ0129                         *CURRENT SURVEY CONTROL
 EZ0129  ___________________________________________________________________
 EZ0129* NAD 83(1986)-  35 26 41.1    (N)    078 25 46.4    (W)     HD_HELD2  
 EZ0129* NAVD 88     -        64.017  (meters)     210.03   (feet)  ADJUSTED  
 EZ0129  ___________________________________________________________________
 EZ0129  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EZ0129  DYNAMIC HT  -          63.961 (meters)     209.85  (feet)  COMP
 EZ0129  MODELED GRAV-     979,747.8   (mgal)                       NAVD 88
 EZ0129
 EZ0129  VERT ORDER  -  SECOND    CLASS 0
 EZ0129
 EZ0129.The horizontal coordinates were established by autonomous hand held GPS
 EZ0129.observations and have an estimated accuracy of +/- 10 meters.
 EZ0129
 EZ0129.The orthometric height was determined by differential leveling
 EZ0129.and adjusted in June 1991.
 EZ0129
 EZ0129.The geoid height was determined by GEOID03.
 EZ0129
 EZ0129.The dynamic height is computed by dividing the NAVD 88
 EZ0129.geopotential number by the normal gravity value computed on the
 EZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0129.degrees latitude (g = 980.6199 gals.).
 EZ0129
 EZ0129.The modeled gravity was interpolated from observed gravity values.
 EZ0129
 EZ0129;                    North         East    Units  Estimated Accuracy
 EZ0129;SPC NC       -   188,148.      661,386.      MT  (+/- 10 meters HH2 GPS)
 EZ0129
 EZ0129                          SUPERSEDED SURVEY CONTROL
 EZ0129
 EZ0129  NGVD 29 (??/??/92)   64.299  (m)          210.95   (f) ADJ UNCH    2 0
 EZ0129
 EZ0129.Superseded values are not recommended for survey control.
 EZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0129.See file dsdata.txt to determine how the superseded data were derived.
 EZ0129
 EZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3330725402(NAD 83)
 EZ0129_MARKER: DD = SURVEY DISK
 EZ0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0129_SP_SET: BUILDING
 EZ0129_STAMPING: 211 ADJ. 1903
 EZ0129_MARK LOGO: USGS  
 EZ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0129+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2007
 EZ0129
 EZ0129  HISTORY     - Date     Condition        Report By
 EZ0129  HISTORY     - 1903     MONUMENTED       USGS
 EZ0129  HISTORY     - 1934     GOOD             CGS
 EZ0129  HISTORY     - 1974     GOOD             USGS
 EZ0129  HISTORY     - 20071103 GOOD             GEOCAC
 EZ0129
 EZ0129                          STATION DESCRIPTION
 EZ0129
 EZ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EZ0129'AT FOUR OAKS.
 EZ0129'AT FOUR OAKS, JOHNSTON COUNTY, 100 FEET NORTH OF THE NORTHEAST
 EZ0129'CORNER OF THE ATLANTIC COAST LINE RAILROAD STATION, 12 YARDS
 EZ0129'SOUTHWEST OF THE CENTERLINE OF THE MAIN STREET, IN THE WEST WALL
 EZ0129'OF THE BRICK BUILDING OWNED BY B.B. ADAMS, AT THE NORTHWEST
 EZ0129'CORNER, AND 2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES
 EZ0129'GEOLOGICAL SURVEY STANDARD DISK, STAMPED---211 ADJ. 1903---AND
 EZ0129'SET VERTICALLY.
 EZ0129
 EZ0129                          STATION RECOVERY (1974)
 EZ0129
 EZ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ0129'RECOVERED IN GOOD CONDITION.
 EZ0129
 EZ0129                          STATION RECOVERY (2007)
 EZ0129
 EZ0129'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0129'DELETE REFERENCE TO DEPOT, WHICH IS GONE. THE STATION WAS RECOVERED IN
 EZ0129'THE NORTH WALL OF A BRICK BUILDING AT 203 MAIN STREET, AT THE
 EZ0129'NORTHEAST CORNER. THE STAMPING IS FAINT. THE BUILDING HAS 1904 WRITTEN
 EZ0129'IN BRICK ON THE NORTH WALL.
 EZ0129'HH2 GPS COORDINATES N35 26 41.1 W078 25 46.4.
 EZ0129' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4426 ***********************************************************************
 FA4426  DESIGNATION -  211 RM
 FA4426  PID         -  FA4426
 FA4426  STATE/COUNTY-  NC/MECKLENBURG
 FA4426  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4426
 FA4426                         *CURRENT SURVEY CONTROL
 FA4426  ___________________________________________________________________
 FA4426* NAD 83(2001)-  35 25 51.22163(N)    080 54 36.76241(W)     NO CHECK  
 FA4426* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FA4426  ___________________________________________________________________
 FA4426  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 FA4426  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FA4426  HORZ ORDER  -  THIRD
 FA4426
 FA4426.The horizontal coordinates were established by classical geodetic methods
 FA4426.and adjusted by the National Geodetic Survey in August 2005.
 FA4426.No horizontal observational check was made to the station.
 FA4426
 FA4426.The orthometric height was scaled from a topographic map.
 FA4426
 FA4426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4426
 FA4426.The geoid height was determined by GEOID03.
 FA4426
 FA4426;                    North         East     Units Scale Factor Converg.
 FA4426;SPC NC       -   188,130.756   436,172.514   MT  0.99987746   -1 06 09.1
 FA4426;SPC NC       -   617,225.66  1,431,009.32   sFT  0.99987746   -1 06 09.1
 FA4426;UTM  17      - 3,920,833.075   508,150.142   MT  0.99960082   +0 03 07.4
 FA4426
 FA4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4426!SPC NC       -   0.99996802  x   0.99987746  =   0.99984548
 FA4426!UTM  17      -   0.99996802  x   0.99960082  =   0.99956885
 FA4426
 FA4426                          SUPERSEDED SURVEY CONTROL
 FA4426
 FA4426  NAD 83(1986)-  35 25 51.23644(N)    080 54 36.77021(W) AD(       ) 3
 FA4426
 FA4426.Superseded values are not recommended for survey control.
 FA4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4426.See file dsdata.txt to determine how the superseded data were derived.
 FA4426
 FA4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0815020833(NAD 83)
 FA4426_MARKER: A = ALUMINUM MARKER
 FA4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4426_SP_SET: CONCRETE POST
 FA4426_STAMPING: 211
 FA4426_MARK LOGO: NC0870
 FA4426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4426+STABILITY: SURFACE MOTION
 FA4426
 FA4426  HISTORY     - Date     Condition        Report By
 FA4426  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4426  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4426  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4426
 FA4426                          STATION DESCRIPTION
 FA4426
 FA4426'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4426'STATION IS LOCATED IN MECKLENBURG COUNTY, 12.40 KM (7.70 MI) EAST OF
 FA4426'LOWESVILLE.
 FA4426'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 73 AND SR 16,
 FA4426'PROCEED EAST ON S.R.73 FOR 8.85 KM (5.50 MI) TO INTERSECTION OF TERRY
 FA4426'LANE.  GO NORTHWEST ON TERRY LANE FOR 0.16 KM (0.10 MI) TO STATION IN
 FA4426'NORTH RIGHT-OF-WAY.  STATION IS 4.26 M (13.98 FT) NORTHEAST OF
 FA4426'CENTERLINE OF TERRY LANE, 1.98 M (6.50 FT) SOUTHWEST OF CENTERLINE OF
 FA4426'A DITCH, 12.16 M (39.89 FT) S80W OF MAILBOX NO. 648-16114 TERRY LANE
 FA4426'AND 27.58 M (90.49 FT) S70E OF UTILITY POLE NO.65.
 FA4426'TO REACH THE REFERENCE MARK FROM THE GPS STATION, PROCEED SOUTH ON
 FA4426'TERRY LANE FOR 0.15 KM (0.09 MI) TO THE REFERENCE MARK LOCATED IN THE
 FA4426'NORTH RIGHT-OF-WAY OF S.R. 73 AND TO THE WEST OF TERRY LANE.  THE
 FA4426'REFERENCE MARK IS 1.52 M (4.99 FT) N30W OF EDGE OF PAVEMENT S.R.73.
 FA4426'THE REFERENCE MARK IS BEARING S02-48E AND DISTANCE 270.003 M
 FA4426'(885.835 FT) FROM THE GPS STATION. THE REFERENCE MARK IS
 FA4426'STAMPED---211.
 FA4426
 FA4426                          STATION RECOVERY (1997)
 FA4426
 FA4426'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4426'MARK NOT FOUND.
 FA4426
 FA4426                          STATION RECOVERY (2004)
 FA4426
 FA4426'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4426'SEARCHED NW QUADRANT OF NC 73 AND TERRY LANE WITH MICRONTA 4001 AND
 FA4426'PROBED.  NCGS RM ON CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1027 ***********************************************************************
 FB1027  DESIGNATION -  212
 FB1027  PID         -  FB1027
 FB1027  STATE/COUNTY-  NC/MADISON
 FB1027  USGS QUAD   -  WHITE ROCK (1978)
 FB1027
 FB1027                         *CURRENT SURVEY CONTROL
 FB1027  ___________________________________________________________________
 FB1027* NAD 83(1986)-  35 57 04.     (N)    082 44 59.     (W)     SCALED    
 FB1027* NAVD 88     -       544.02   (+/-2cm)    1784.8    (feet)  VERTCON   
 FB1027  ___________________________________________________________________
 FB1027  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FB1027  VERT ORDER  -  ? (See Below)
 FB1027
 FB1027.The horizontal coordinates were scaled from a topographic map and have
 FB1027.an estimated accuracy of +/- 6 seconds.
 FB1027
 FB1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1027.The vertical order pertains to the NGVD 29 superseded value.
 FB1027
 FB1027.The geoid height was determined by GEOID03.
 FB1027
 FB1027;                    North         East    Units  Estimated Accuracy
 FB1027;SPC NC       -   250,560.      271,400.      MT  (+/- 180 meters Scaled)
 FB1027
 FB1027                          SUPERSEDED SURVEY CONTROL
 FB1027
 FB1027  NGVD 29 (??/??/92)  544.146  (m)         1785.25   (f) ADJ UNCH    ?  
 FB1027
 FB1027.Superseded values are not recommended for survey control.
 FB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1027.See file dsdata.txt to determine how the superseded data were derived.
 FB1027
 FB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV421799(NAD 83)
 FB1027_MARKER: DD = SURVEY DISK
 FB1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1027_STAMPING: 212 1935
 FB1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1027+STABILITY: SURFACE MOTION
 FB1027
 FB1027  HISTORY     - Date     Condition        Report By
 FB1027  HISTORY     - 1935     MONUMENTED       USDA
 FB1027  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB1027  HISTORY     - 19930812 MARK NOT FOUND   NCGS
 FB1027
 FB1027                          STATION DESCRIPTION
 FB1027
 FB1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB1027'4 MI NW FROM WHITEROCK.
 FB1027'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 212 FROM THE SCHOOL
 FB1027'AT WHITEROCK, MADISON COUNTY, THENCE 1.5 MILES NORTHWEST ALONG
 FB1027'STATE HIGHWAY 208, 0.1 MILE SOUTHEAST OF THE J.B. THOMAS RESIDENCE,
 FB1027'AT A U-CURVE, 85 YARDS EAST OF A PRIVATE ROAD, 7 YARDS WEST OF
 FB1027'THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTH OF A POLE, AND 1
 FB1027'FOOT LOWER THAN THE HIGHWAY.  A UNITED STATES DEPARTMENT OF
 FB1027'AGRICULTURE STANDARD DISK, STAMPED 212 1935 AND SET IN THE TOP
 FB1027'OF A CONCRETE POST.
 FB1027
 FB1027                          STATION RECOVERY (1993)
 FB1027
 FB1027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB1027'STATION NOT FOUND, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4427 ***********************************************************************
 FA4427  DESIGNATION -  212 RM
 FA4427  PID         -  FA4427
 FA4427  STATE/COUNTY-  NC/MECKLENBURG
 FA4427  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4427
 FA4427                         *CURRENT SURVEY CONTROL
 FA4427  ___________________________________________________________________
 FA4427* NAD 83(2001)-  35 24 59.78633(N)    080 56 12.50135(W)     NO CHECK  
 FA4427* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 FA4427  ___________________________________________________________________
 FA4427  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 FA4427  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FA4427  HORZ ORDER  -  THIRD
 FA4427
 FA4427.The horizontal coordinates were established by classical geodetic methods
 FA4427.and adjusted by the National Geodetic Survey in August 2005.
 FA4427.No horizontal observational check was made to the station.
 FA4427
 FA4427.The orthometric height was scaled from a topographic map.
 FA4427
 FA4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4427
 FA4427.The geoid height was determined by GEOID03.
 FA4427
 FA4427;                    North         East     Units Scale Factor Converg.
 FA4427;SPC NC       -   186,592.853   433,727.405   MT  0.99987671   -1 07 04.3
 FA4427;SPC NC       -   612,180.05  1,422,987.33   sFT  0.99987671   -1 07 04.3
 FA4427;UTM  17      - 3,919,246.657   505,737.184   MT  0.99960041   +0 02 11.8
 FA4427
 FA4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4427!SPC NC       -   0.99996943  x   0.99987671  =   0.99984615
 FA4427!UTM  17      -   0.99996943  x   0.99960041  =   0.99956985
 FA4427
 FA4427                          SUPERSEDED SURVEY CONTROL
 FA4427
 FA4427  NAD 83(1986)-  35 24 59.80011(N)    080 56 12.50910(W) AD(       ) 3
 FA4427
 FA4427.Superseded values are not recommended for survey control.
 FA4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4427.See file dsdata.txt to determine how the superseded data were derived.
 FA4427
 FA4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0573719247(NAD 83)
 FA4427_MARKER: A = ALUMINUM MARKER
 FA4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4427_SP_SET: CONCRETE POST
 FA4427_STAMPING: 212
 FA4427_MARK LOGO: NC0870
 FA4427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4427+STABILITY: SURFACE MOTION
 FA4427
 FA4427  HISTORY     - Date     Condition        Report By
 FA4427  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4427  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4427  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 FA4427
 FA4427                          STATION DESCRIPTION
 FA4427
 FA4427'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4427'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.93 KM (13.01 MI) NORTHWEST
 FA4427'OF CHARLOTTE.
 FA4427'MARK REACHED BY FIRST GOING TO GPS STATION M 012. (39.37 FT) TO REACH
 FA4427'THE STATION FROM THE INTERSECTION OF S.R. 73 AND S.R. 16, PROCEED
 FA4427'EAST ON S.R. 73 FOR 7.56 KM (4.70 MI) TO INTERSECTION WITH S.R. 2128
 FA4427'(BEATTIES FORD RD). GO SOUTH ON S.R. 2128 FOR 2.25 KM (1.40 MI) TO
 FA4427'INTERSECTION OF S.R.2133 (CASHION RD). PROCEED WEST ON S.R. 2133 FOR
 FA4427'1.77 KM (1.10 MI)  TO STATION ON NORTH RIGHT-OF-WAY OF ROAD. STATION
 FA4427'IS 3.35 M (10.99 FT)  N12W OF CENTERLINE OF S.R. 2133, N30E 1.88 M
 FA4427'(6.17 FT) OF A FENCE POST AND S50W 8.13 M (26.67 FT) OF A FENCE POST.
 FA4427'TO REACH THE REFERENCE MARK FROM GPS STATION M 012, PROCEED EAST ON
 FA4427'CASHION ROAD FOR 0.32 KM (0.20 MI) TO THE MARK IN THE NORTH
 FA4427'RIGHT-OF-WAY OF THE ROAD, 1.52 M (4.99 FT) N13E OF THE EDGE OF
 FA4427'PAVEMENT. THE MARK IS COMPASS BEARING N80E AND DISTANCE 387.6 M
 FA4427'(1271.65 FT) FROM THE GPS STATION. THE MARK IS STAMPED 212.
 FA4427
 FA4427                          STATION RECOVERY (1997)
 FA4427
 FA4427'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4427'MARK NOT FOUND.
 FA4427
 FA4427                          STATION RECOVERY (2004)
 FA4427
 FA4427'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4427'SEARCHED N SIDE OF CASHIONS ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9231 ***********************************************************************
 DE9231  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9231  DESIGNATION -  212E 200
 DE9231  PID         -  DE9231
 DE9231  STATE/COUNTY-  NC/GUILFORD
 DE9231  USGS QUAD   -  GUILFORD (1994)
 DE9231
 DE9231                         *CURRENT SURVEY CONTROL
 DE9231  ___________________________________________________________________
 DE9231* NAD 83(2007)-  36 00 35.75769(N)    079 54 04.97133(W)     ADJUSTED  
 DE9231* NAVD 88     -       261.49   (meters)     857.9    (feet)  GPS OBS   
 DE9231  ___________________________________________________________________
 DE9231  EPOCH DATE  -        2002.00
 DE9231  X           -     905,740.800 (meters)                     COMP
 DE9231  Y           -  -5,085,509.755 (meters)                     COMP
 DE9231  Z           -   3,729,218.759 (meters)                     COMP
 DE9231  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 DE9231  ELLIP HEIGHT-         230.478 (meters)          (02/10/07) ADJUSTED
 DE9231  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE9231
 DE9231  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9231  Type    PID    Designation                      North   East  Ellip
 DE9231  -------------------------------------------------------------------
 DE9231  NETWORK DE9231 212E 200                          1.41   1.39   2.14
 DE9231  -------------------------------------------------------------------
 DE9231
 DE9231.The horizontal coordinates were established by GPS observations
 DE9231.and adjusted by the National Geodetic Survey in February 2007.
 DE9231
 DE9231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9231.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9231.The horizontal coordinates are valid at the epoch date displayed above.
 DE9231.The epoch date for horizontal control is a decimal equivalence
 DE9231.of Year/Month/Day.
 DE9231
 DE9231.The orthometric height was determined by GPS observations and a
 DE9231.high-resolution geoid model.
 DE9231.The orthometric height was determined by GPS observations and a
 DE9231.high-resolution geoid model using precise GPS observation and
 DE9231.processing techniques.
 DE9231
 DE9231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9231
 DE9231.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9231
 DE9231.The ellipsoidal height was determined by GPS observations
 DE9231.and is referenced to NAD 83.
 DE9231
 DE9231.The geoid height was determined by GEOID03.
 DE9231
 DE9231;                    North         East     Units Scale Factor Converg.
 DE9231;SPC NC       -   251,071.704   528,343.949   MT  0.99996003   -0 31 12.9
 DE9231;SPC NC       -   823,724.42  1,733,408.44   sFT  0.99996003   -0 31 12.9
 DE9231;UTM  17      - 3,985,608.228   599,005.397   MT  0.99972078   +0 38 45.5
 DE9231
 DE9231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9231!SPC NC       -   0.99996383  x   0.99996003  =   0.99992386
 DE9231!UTM  17      -   0.99996383  x   0.99972078  =   0.99968462
 DE9231
 DE9231                          SUPERSEDED SURVEY CONTROL
 DE9231
 DE9231  NAD 83(2001)-  36 00 35.75788(N)    079 54 04.97122(W) AD(       ) 1
 DE9231  ELLIP H (03/13/03)  230.484  (m)                       GP(       ) 4 2
 DE9231  NAD 83(1986)-  36 00 35.76470(N)    079 54 04.97898(W) AD(       ) 1
 DE9231
 DE9231.Superseded values are not recommended for survey control.
 DE9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9231.See file dsdata.txt to determine how the superseded data were derived.
 DE9231
 DE9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9900585608(NAD 83)
 DE9231_MARKER: DD = SURVEY DISK
 DE9231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9231_STAMPING: 212E.200 7/97
 DE9231_MARK LOGO: NC1940
 DE9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9231+STABILITY: SURFACE MOTION
 DE9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9231+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9231
 DE9231  HISTORY     - Date     Condition        Report By
 DE9231  HISTORY     - 1997     MONUMENTED       NC1940
 DE9231
 DE9231                          STATION DESCRIPTION
 DE9231
 DE9231'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9231'STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHWEST OF THE DOWNTOWN
 DE9231'GREENSBORO GOVERNMENT COMPLEX AND 6 MI (9.7 KM) SOUTHEAST OF THE
 DE9231'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE GUILFORD MEMORIAL PARK
 DE9231'CEMETERY ALONG HIGH POINT ROAD.
 DE9231'ALONG HIGH POINT ROAD FOR 4.4 MI (7.1 KM) SOUTHWEST FROM THE I-40
 DE9231'OVERPASS (EXIT 217) TO THE MIDDLE ENTRANCE INTO THE CEMETERY ON RIGHT
 DE9231'AND STATION ON RIGHT SIDE OF ENTRANCE.
 DE9231'MARK IS LEVEL WITH THE CENTERLINE OF ROAD AND RECESSED 3-INCHES BELOW
 DE9231'THE GROUND. LOCATED 31.8 FT (9.7 M) NORTHWEST OF THE CENTERLINE OF
 DE9231'HIGH POINT ROAD, 121.8 FT (37.1 M) NORTHEAST OF THE CENTERLINE OF
 DE9231'CEMETERY DRIVEWAY, AND 44.9 FT (13.7 M) SOUTH OF A POWER POLE WITH
 DE9231'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4428 ***********************************************************************
 FA4428  DESIGNATION -  213 AZ MK
 FA4428  PID         -  FA4428
 FA4428  STATE/COUNTY-  NC/MECKLENBURG
 FA4428  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4428
 FA4428                         *CURRENT SURVEY CONTROL
 FA4428  ___________________________________________________________________
 FA4428* NAD 83(2001)-  35 24 59.67719(N)    080 54 37.49453(W)     NO CHECK  
 FA4428* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 FA4428  ___________________________________________________________________
 FA4428  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 FA4428  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FA4428  HORZ ORDER  -  THIRD
 FA4428
 FA4428.The horizontal coordinates were established by classical geodetic methods
 FA4428.and adjusted by the National Geodetic Survey in August 2005.
 FA4428.No horizontal observational check was made to the station.
 FA4428
 FA4428.The orthometric height was scaled from a topographic map.
 FA4428
 FA4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4428
 FA4428.The geoid height was determined by GEOID03.
 FA4428
 FA4428;                    North         East     Units Scale Factor Converg.
 FA4428;SPC NC       -   186,543.053   436,123.487   MT  0.99987671   -1 06 09.5
 FA4428;SPC NC       -   612,016.67  1,430,848.47   sFT  0.99987671   -1 06 09.5
 FA4428;UTM  17      - 3,919,245.145   508,133.121   MT  0.99960082   +0 03 06.9
 FA4428
 FA4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4428!SPC NC       -   0.99996927  x   0.99987671  =   0.99984598
 FA4428!UTM  17      -   0.99996927  x   0.99960082  =   0.99957010
 FA4428
 FA4428                          SUPERSEDED SURVEY CONTROL
 FA4428
 FA4428  NAD 83(1986)-  35 24 59.69073(N)    080 54 37.50278(W) AD(       ) 3
 FA4428
 FA4428.Superseded values are not recommended for survey control.
 FA4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4428.See file dsdata.txt to determine how the superseded data were derived.
 FA4428
 FA4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0813319245(NAD 83)
 FA4428_MARKER: A = ALUMINUM MARKER
 FA4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4428_SP_SET: CONCRETE POST
 FA4428_STAMPING: 213
 FA4428_MARK LOGO: NC0870
 FA4428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4428+STABILITY: SURFACE MOTION
 FA4428
 FA4428  HISTORY     - Date     Condition        Report By
 FA4428  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4428  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4428  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 FA4428
 FA4428                          STATION DESCRIPTION
 FA4428
 FA4428'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4428'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.93 KM (13.01 MI) NORTH-
 FA4428'NORTHWEST OF CHARLOTTE.
 FA4428'MARK REACHED BY FIRST GOING TO GPS STATION M 013. (42.65 FT) TO REACH
 FA4428'THE STATION FROM THE INTERSECTION OF S.R. 73 AND S.R. 16 PROCEED,
 FA4428'EAST ON S.R. 73 FOR 7.88 KM (4.90 MI) TO INTERSECTION OF S.R. 2128
 FA4428'(BEATTIES FORD ROAD).  GO SOUTH ON S.R. 2128 FOR 0.48 KM (0.30 MI) TO
 FA4428'INTERSECTION OF S.R. 2136 (GILEAD ROAD).  PROCEED SOUTHEAST ON S.R.
 FA4428'2136 FOR 1.65 KM (1.03 MI) TO STATION IN EAST RIGHT-OF-WAY OF ROAD.
 FA4428'STATION IS 11.58 M (37.99 FT) SOUTHEAST OF A MAILBOX, 12.80 M
 FA4428'(41.99 FT) SOUTHEAST OF A ROAD TILE IN DRIVEWAY, 3.71 M (12.17 FT)
 FA4428'NORTHEAST OF CENTERLINE OF GILEAD ROAD, AND 13.07 M (42.88 FT)
 FA4428'NORTHEAST OF THE SOUTHWEST CORNER OF PROPERTY WITH MOBILE HOME.
 FA4428'TO REACH THE AZIMUTH MARK FROM GPS STATION M 013, PROCEED NORTHWEST ON
 FA4428'GILEAD ROAD FOR 0.64 KM (0.40 MI) TO THE MARK IN THE WEST
 FA4428'RIGHT-OF-WAY OF THE ROAD, 1.40 M (4.59 FT) S79W OF THE EDGE OF
 FA4428'PAVEMENT.  THE AZIMUTH MARK IS BEARING N35W AND DISTANCE 574.5 M
 FA4428'(1884.84 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 213.
 FA4428
 FA4428                          STATION RECOVERY (1997)
 FA4428
 FA4428'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4428'MARK NOT FOUND.
 FA4428
 FA4428                          STATION RECOVERY (2004)
 FA4428
 FA4428'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4428'SEARCHED W SIDE OF GILLEAD ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9488 ***********************************************************************
 DE9488  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9488  DESIGNATION -  213E 200
 DE9488  PID         -  DE9488
 DE9488  STATE/COUNTY-  NC/GUILFORD
 DE9488  USGS QUAD   -  GUILFORD (1994)
 DE9488
 DE9488                         *CURRENT SURVEY CONTROL
 DE9488  ___________________________________________________________________
 DE9488* NAD 83(2007)-  36 01 14.99507(N)    079 54 18.83464(W)     ADJUSTED  
 DE9488* NAVD 88     -       251.28   (meters)     824.4    (feet)  GPS OBS   
 DE9488  ___________________________________________________________________
 DE9488  EPOCH DATE  -        2002.00
 DE9488  X           -     905,272.893 (meters)                     COMP
 DE9488  Y           -  -5,084,862.312 (meters)                     COMP
 DE9488  Z           -   3,730,190.971 (meters)                     COMP
 DE9488  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 DE9488  ELLIP HEIGHT-         220.211 (meters)          (02/10/07) ADJUSTED
 DE9488  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DE9488
 DE9488  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9488  Type    PID    Designation                      North   East  Ellip
 DE9488  -------------------------------------------------------------------
 DE9488  NETWORK DE9488 213E 200                          1.76   1.47   2.49
 DE9488  -------------------------------------------------------------------
 DE9488
 DE9488.The horizontal coordinates were established by GPS observations
 DE9488.and adjusted by the National Geodetic Survey in February 2007.
 DE9488
 DE9488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9488.The horizontal coordinates are valid at the epoch date displayed above.
 DE9488.The epoch date for horizontal control is a decimal equivalence
 DE9488.of Year/Month/Day.
 DE9488
 DE9488.The orthometric height was determined by GPS observations and a
 DE9488.high-resolution geoid model.
 DE9488.The orthometric height was determined by GPS observations and a
 DE9488.high-resolution geoid model using precise GPS observation and
 DE9488.processing techniques.
 DE9488
 DE9488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9488
 DE9488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9488
 DE9488.The ellipsoidal height was determined by GPS observations
 DE9488.and is referenced to NAD 83.
 DE9488
 DE9488.The geoid height was determined by GEOID03.
 DE9488
 DE9488;                    North         East     Units Scale Factor Converg.
 DE9488;SPC NC       -   252,284.142   528,007.836   MT  0.99996256   -0 31 20.9
 DE9488;SPC NC       -   827,702.22  1,732,305.71   sFT  0.99996256   -0 31 20.9
 DE9488;UTM  17      - 3,986,813.282   598,644.762   MT  0.99971990   +0 38 37.9
 DE9488
 DE9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9488!SPC NC       -   0.99996544  x   0.99996256  =   0.99992800
 DE9488!UTM  17      -   0.99996544  x   0.99971990  =   0.99968535
 DE9488
 DE9488:                Primary Azimuth Mark                     Grid Az
 DE9488:SPC NC       -  213W 202                                 316 38 39.8
 DE9488:UTM  17      -  213W 202                                 315 28 41.0
 DE9488
 DE9488|---------------------------------------------------------------------|
 DE9488| PID    Reference Object                     Distance      Geod. Az  |
 DE9488|                                                           dddmmss.s |
 DE9488| DE9487 213W 202                            423.642 METERS 3160718.9 |
 DE9488|---------------------------------------------------------------------|
 DE9488
 DE9488                          SUPERSEDED SURVEY CONTROL
 DE9488
 DE9488  NAD 83(2001)-  36 01 14.99527(N)    079 54 18.83450(W) AD(       ) 1
 DE9488  ELLIP H (03/13/03)  220.218  (m)                       GP(       ) 4 2
 DE9488  NAD 83(1986)-  36 01 15.00188(N)    079 54 18.84250(W) AD(       ) 1
 DE9488
 DE9488.Superseded values are not recommended for survey control.
 DE9488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9488.See file dsdata.txt to determine how the superseded data were derived.
 DE9488
 DE9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9864586813(NAD 83)
 DE9488_MARKER: DD = SURVEY DISK
 DE9488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9488_STAMPING: 213E200 1999
 DE9488_MARK LOGO: NC1940
 DE9488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9488+STABILITY: SURFACE MOTION
 DE9488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9488+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DE9488
 DE9488  HISTORY     - Date     Condition        Report By
 DE9488  HISTORY     - 1999     MONUMENTED       NC1940
 DE9488  HISTORY     - 20040920 GOOD             USPSQD
 DE9488  HISTORY     - 20050929 GOOD             USPSQD
 DE9488
 DE9488                          STATION DESCRIPTION
 DE9488
 DE9488'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9488'STATION IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9488'GREENSBORO GOVERNMENT PLAZA, 0.6 MI (1.0 KM) WEST-NORTHWEST OF THE
 DE9488'SEDGEFIELD COMMUNITY, AND IN THE ADAMS FARM COMMUNITY.
 DE9488'PROCEED FROM HIGH POINT ROAD, ALONG MACKAY ROAD FOR 0.5 MI (0.8 KM)
 DE9488'NORTHWEST, THENCE NORTH 0.1 MI (0.2 KM) ALONG ADAMS FARM PARKWAY TO
 DE9488'STATION ON RIGHT, ABOUT 200-FEET NORTH OF BRIDLE RIDGE PARKWAY.
 DE9488'MARK IS ABOUT 1/2-FOOT LOWER THAN THE EDGE OF PAVEMENT AND FLUSH WITH
 DE9488'THE GROUND. LOCATED 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF
 DE9488'NORTHBOUND LANE OF ADAMS FARM PARKWAY OR 12.0 FT (3.7 M) EAST OF EDGE
 DE9488'OF PAVEMENT, 15.0 FT (4.6 M) WEST OF FENCE AROUND PLAYGROUND, AND
 DE9488'112.0 FT (34.1 M) SOUTHEAST OF FIRE HYDRANT.
 DE9488
 DE9488                          STATION RECOVERY (2004)
 DE9488
 DE9488'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 DE9488'RECOVERED IN GOOD CONDITION.
 DE9488
 DE9488                          STATION RECOVERY (2005)
 DE9488
 DE9488'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9233 ***********************************************************************
 DE9233  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9233  DESIGNATION -  213W 200
 DE9233  PID         -  DE9233
 DE9233  STATE/COUNTY-  NC/GUILFORD
 DE9233  USGS QUAD   -  GUILFORD (1994)
 DE9233
 DE9233                         *CURRENT SURVEY CONTROL
 DE9233  ___________________________________________________________________
 DE9233* NAD 83(2007)-  36 01 06.54652(N)    079 54 39.71888(W)     ADJUSTED  
 DE9233* NAVD 88     -       243.15   (meters)     797.7    (feet)  GPS OBS   
 DE9233  ___________________________________________________________________
 DE9233  EPOCH DATE  -        2002.00
 DE9233  X           -     904,783.719 (meters)                     COMP
 DE9233  Y           -  -5,085,098.226 (meters)                     COMP
 DE9233  Z           -   3,729,975.556 (meters)                     COMP
 DE9233  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 DE9233  ELLIP HEIGHT-         212.064 (meters)          (02/10/07) ADJUSTED
 DE9233  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DE9233
 DE9233  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9233  Type    PID    Designation                      North   East  Ellip
 DE9233  -------------------------------------------------------------------
 DE9233  NETWORK DE9233 213W 200                          2.12   1.63   2.94
 DE9233  -------------------------------------------------------------------
 DE9233
 DE9233.The horizontal coordinates were established by GPS observations
 DE9233.and adjusted by the National Geodetic Survey in February 2007.
 DE9233
 DE9233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9233.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9233.The horizontal coordinates are valid at the epoch date displayed above.
 DE9233.The epoch date for horizontal control is a decimal equivalence
 DE9233.of Year/Month/Day.
 DE9233
 DE9233.The orthometric height was determined by GPS observations and a
 DE9233.high-resolution geoid model.
 DE9233.The orthometric height was determined by GPS observations and a
 DE9233.high-resolution geoid model using precise GPS observation and
 DE9233.processing techniques.
 DE9233
 DE9233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9233
 DE9233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9233
 DE9233.The ellipsoidal height was determined by GPS observations
 DE9233.and is referenced to NAD 83.
 DE9233
 DE9233.The geoid height was determined by GEOID03.
 DE9233
 DE9233;                    North         East     Units Scale Factor Converg.
 DE9233;SPC NC       -   252,028.544   527,482.569   MT  0.99996201   -0 31 33.0
 DE9233;SPC NC       -   826,863.65  1,730,582.40   sFT  0.99996201   -0 31 33.0
 DE9233;UTM  17      - 3,986,547.111   598,124.934   MT  0.99971864   +0 38 25.5
 DE9233
 DE9233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9233!SPC NC       -   0.99996672  x   0.99996201  =   0.99992873
 DE9233!UTM  17      -   0.99996672  x   0.99971864  =   0.99968537
 DE9233
 DE9233:                Primary Azimuth Mark                     Grid Az
 DE9233:SPC NC       -  213W 201                                 267 54 41.0
 DE9233:UTM  17      -  213W 201                                 266 44 42.5
 DE9233
 DE9233|---------------------------------------------------------------------|
 DE9233| PID    Reference Object                     Distance      Geod. Az  |
 DE9233|                                                           dddmmss.s |
 DE9233| DE9234 213W 201                            455.259 METERS 2672308.0 |
 DE9233|---------------------------------------------------------------------|
 DE9233
 DE9233                          SUPERSEDED SURVEY CONTROL
 DE9233
 DE9233  NAD 83(2001)-  36 01 06.54671(N)    079 54 39.71874(W) AD(       ) 1
 DE9233  ELLIP H (03/13/03)  212.070  (m)                       GP(       ) 4 2
 DE9233  NAD 83(1986)-  36 01 06.55306(N)    079 54 39.72696(W) AD(       ) 1
 DE9233
 DE9233.Superseded values are not recommended for survey control.
 DE9233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9233.See file dsdata.txt to determine how the superseded data were derived.
 DE9233
 DE9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9812586547(NAD 83)
 DE9233_MARKER: DD = SURVEY DISK
 DE9233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9233_STAMPING: 213W.200 7/97
 DE9233_MARK LOGO: NC1940
 DE9233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9233+STABILITY: SURFACE MOTION
 DE9233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9233+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9233
 DE9233  HISTORY     - Date     Condition        Report By
 DE9233  HISTORY     - 1997     MONUMENTED       NC1940
 DE9233
 DE9233                          STATION DESCRIPTION
 DE9233
 DE9233'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9233'LOCATED IN THE SOUTHWESTERN SECTION OF GREENSBORO, ABOUT 5.5 MI (8.9
 DE9233'KM) SOUTH-SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT
 DE9233'THE INTERSECTION OF MACKAY ROAD AND WILLIAMSBOROUGH LANE.
 DE9233'PROCEED ALONG GUILFORD COLLEGE ROAD FOR 3.1 MI (5.0 KM) SOUTH FROM THE
 DE9233'OVERPASS OF I-40, THENCE LEFT/EAST ALONG MACKAY ROAD FOR 0.9 MI (1.4
 DE9233'KM) TO WILLIAMSBOROUGH LANE, AND STATION ON SOUTHWEST SIDE OF
 DE9233'INTERSECTION.
 DE9233'MARK IS ABOUT 8-FEET HIGHER THAN THE CENTERLINE OF MACKAY ROAD AND
 DE9233'FLUSH WITH THE GROUND. LOCATED 45.6 FT (13.9 M) SOUTH OF THE
 DE9233'CENTERLINE OF MACKAY ROAD, 74.7 FT (22.8 M) WEST OF CENTERLINE OF
 DE9233'WILLIAMSBOROUGH LANE, 43.5 FT (13.3 M) WEST OF A POWER POLE WITH
 DE9233'TRANSFORMER, AND 48.1 FT (14.7 M) SOUTHWEST OF CULVERT PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9234 ***********************************************************************
 DE9234  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9234  DESIGNATION -  213W 201
 DE9234  PID         -  DE9234
 DE9234  STATE/COUNTY-  NC/GUILFORD
 DE9234  USGS QUAD   -  GUILFORD (1994)
 DE9234
 DE9234                         *CURRENT SURVEY CONTROL
 DE9234  ___________________________________________________________________
 DE9234* NAD 83(2007)-  36 01 05.87245(N)    079 54 57.88138(W)     ADJUSTED  
 DE9234* NAVD 88     -       251.03   (meters)     823.6    (feet)  GPS OBS   
 DE9234  ___________________________________________________________________
 DE9234  EPOCH DATE  -        2002.00
 DE9234  X           -     904,339.204 (meters)                     COMP
 DE9234  Y           -  -5,085,196.167 (meters)                     COMP
 DE9234  Z           -   3,729,963.375 (meters)                     COMP
 DE9234  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 DE9234  ELLIP HEIGHT-         219.926 (meters)          (02/10/07) ADJUSTED
 DE9234  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DE9234
 DE9234  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9234  Type    PID    Designation                      North   East  Ellip
 DE9234  -------------------------------------------------------------------
 DE9234  NETWORK DE9234 213W 201                          2.02   1.53   2.74
 DE9234  -------------------------------------------------------------------
 DE9234
 DE9234.The horizontal coordinates were established by GPS observations
 DE9234.and adjusted by the National Geodetic Survey in February 2007.
 DE9234
 DE9234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9234.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9234.The horizontal coordinates are valid at the epoch date displayed above.
 DE9234.The epoch date for horizontal control is a decimal equivalence
 DE9234.of Year/Month/Day.
 DE9234
 DE9234.The orthometric height was determined by GPS observations and a
 DE9234.high-resolution geoid model.
 DE9234.The orthometric height was determined by GPS observations and a
 DE9234.high-resolution geoid model using precise GPS observation and
 DE9234.processing techniques.
 DE9234
 DE9234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9234
 DE9234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9234
 DE9234.The ellipsoidal height was determined by GPS observations
 DE9234.and is referenced to NAD 83.
 DE9234
 DE9234.The geoid height was determined by GEOID03.
 DE9234
 DE9234;                    North         East     Units Scale Factor Converg.
 DE9234;SPC NC       -   252,011.955   527,027.632   MT  0.99996197   -0 31 43.4
 DE9234;SPC NC       -   826,809.22  1,729,089.82   sFT  0.99996197   -0 31 43.4
 DE9234;UTM  17      - 3,986,521.272   597,670.539   MT  0.99971754   +0 38 14.8
 DE9234
 DE9234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9234!SPC NC       -   0.99996548  x   0.99996197  =   0.99992746
 DE9234!UTM  17      -   0.99996548  x   0.99971754  =   0.99968303
 DE9234
 DE9234:                Primary Azimuth Mark                     Grid Az
 DE9234:SPC NC       -  213W 200                                 087 54 40.7
 DE9234:UTM  17      -  213W 200                                 086 44 42.5
 DE9234
 DE9234|---------------------------------------------------------------------|
 DE9234| PID    Reference Object                     Distance      Geod. Az  |
 DE9234|                                                           dddmmss.s |
 DE9234| DE9233 213W 200                            455.259 METERS 0872257.3 |
 DE9234|---------------------------------------------------------------------|
 DE9234
 DE9234                          SUPERSEDED SURVEY CONTROL
 DE9234
 DE9234  NAD 83(2001)-  36 01 05.87266(N)    079 54 57.88124(W) AD(       ) 1
 DE9234  ELLIP H (03/13/03)  219.931  (m)                       GP(       ) 4 2
 DE9234  NAD 83(1986)-  36 01 05.87892(N)    079 54 57.88952(W) AD(       ) 1
 DE9234
 DE9234.Superseded values are not recommended for survey control.
 DE9234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9234.See file dsdata.txt to determine how the superseded data were derived.
 DE9234
 DE9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9767186521(NAD 83)
 DE9234_MARKER: DD = SURVEY DISK
 DE9234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9234_STAMPING: 213W.201 7/97
 DE9234_MARK LOGO: NC1940
 DE9234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9234+STABILITY: SURFACE MOTION
 DE9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9234+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9234
 DE9234  HISTORY     - Date     Condition        Report By
 DE9234  HISTORY     - 1997     MONUMENTED       NC1940
 DE9234
 DE9234                          STATION DESCRIPTION
 DE9234
 DE9234'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9234'LOCATED SOUTHWEST OF GREENSBORO, ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHEAST
 DE9234'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9234'MACKAY ROAD AND BROOK RUN DRIVE/SR4131.
 DE9234'PROCEED ALONG GUILFORD COLLEGE ROAD FOR 3.1 MI (5.0 KM) SOUTH FROM THE
 DE9234'OVERPASS OF I-40, THENCE LEFT/EAST ALONG MACKAY ROAD FOR 0.6 MI (1.0
 DE9234'KM) TO BROOK RUN DRIVE/SR4131, AND STATION ON NORTHWEST SIDE OF
 DE9234'INTERSECTION.
 DE9234'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF MACKAY ROAD AND FLUSH WITH
 DE9234'THE GROUND. LOCATED 39.3 FT (12.0 M) NORTH OF THE CENTERLINE OF MACKAY
 DE9234'ROAD, 86.0 FT (26.2 M) WEST OF CENTERLINE OF BROOK RUN DRIVE, 47.1 FT
 DE9234'(14.4 M) WEST OF THE WEST END OF 18-INCH CULVERT UNDER BROOK RUN
 DE9234'DRIVE, AND 10.7 FT (3.3 M) SOUTH OF TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9487 ***********************************************************************
 DE9487  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9487  DESIGNATION -  213W 202
 DE9487  PID         -  DE9487
 DE9487  STATE/COUNTY-  NC/GUILFORD
 DE9487  USGS QUAD   -  GUILFORD (1994)
 DE9487
 DE9487                         *CURRENT SURVEY CONTROL
 DE9487  ___________________________________________________________________
 DE9487* NAD 83(2007)-  36 01 24.90249(N)    079 54 30.56222(W)     ADJUSTED  
 DE9487* NAVD 88     -       244.32   (meters)     801.6    (feet)  GPS OBS   
 DE9487  ___________________________________________________________________
 DE9487  EPOCH DATE  -        2002.00
 DE9487  X           -     904,951.323 (meters)                     COMP
 DE9487  Y           -  -5,084,731.398 (meters)                     COMP
 DE9487  Z           -   3,730,433.849 (meters)                     COMP
 DE9487  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 DE9487  ELLIP HEIGHT-         213.225 (meters)          (02/10/07) ADJUSTED
 DE9487  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DE9487
 DE9487  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9487  Type    PID    Designation                      North   East  Ellip
 DE9487  -------------------------------------------------------------------
 DE9487  NETWORK DE9487 213W 202                          2.23   2.02   3.23
 DE9487  -------------------------------------------------------------------
 DE9487
 DE9487.The horizontal coordinates were established by GPS observations
 DE9487.and adjusted by the National Geodetic Survey in February 2007.
 DE9487
 DE9487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9487.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9487.The horizontal coordinates are valid at the epoch date displayed above.
 DE9487.The epoch date for horizontal control is a decimal equivalence
 DE9487.of Year/Month/Day.
 DE9487
 DE9487.The orthometric height was determined by GPS observations and a
 DE9487.high-resolution geoid model.
 DE9487.The orthometric height was determined by GPS observations and a
 DE9487.high-resolution geoid model using precise GPS observation and
 DE9487.processing techniques.
 DE9487
 DE9487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9487
 DE9487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9487
 DE9487.The ellipsoidal height was determined by GPS observations
 DE9487.and is referenced to NAD 83.
 DE9487
 DE9487.The geoid height was determined by GEOID03.
 DE9487
 DE9487;                    North         East     Units Scale Factor Converg.
 DE9487;SPC NC       -   252,592.167   527,717.008   MT  0.99996321   -0 31 27.7
 DE9487;SPC NC       -   828,712.80  1,731,351.55   sFT  0.99996321   -0 31 27.7
 DE9487;UTM  17      - 3,987,115.251   598,347.797   MT  0.99971918   +0 38 31.2
 DE9487
 DE9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9487!SPC NC       -   0.99996654  x   0.99996321  =   0.99992975
 DE9487!UTM  17      -   0.99996654  x   0.99971918  =   0.99968573
 DE9487
 DE9487:                Primary Azimuth Mark                     Grid Az
 DE9487:SPC NC       -  213E 200                                 136 38 39.7
 DE9487:UTM  17      -  213E 200                                 135 28 40.8
 DE9487
 DE9487|---------------------------------------------------------------------|
 DE9487| PID    Reference Object                     Distance      Geod. Az  |
 DE9487|                                                           dddmmss.s |
 DE9487| DE9488 213E 200                            423.642 METERS 1360712.0 |
 DE9487|---------------------------------------------------------------------|
 DE9487
 DE9487                          SUPERSEDED SURVEY CONTROL
 DE9487
 DE9487  NAD 83(2001)-  36 01 24.90268(N)    079 54 30.56208(W) AD(       ) 1
 DE9487  ELLIP H (03/13/03)  213.230  (m)                       GP(       ) 4 2
 DE9487  NAD 83(1986)-  36 01 24.90918(N)    079 54 30.57017(W) AD(       ) 1
 DE9487
 DE9487.Superseded values are not recommended for survey control.
 DE9487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9487.See file dsdata.txt to determine how the superseded data were derived.
 DE9487
 DE9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9834887115(NAD 83)
 DE9487_MARKER: DD = SURVEY DISK
 DE9487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9487_STAMPING: 213W202 1999
 DE9487_MARK LOGO: NC1940
 DE9487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9487+STABILITY: SURFACE MOTION
 DE9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9487+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DE9487
 DE9487  HISTORY     - Date     Condition        Report By
 DE9487  HISTORY     - 1999     MONUMENTED       NC1940
 DE9487  HISTORY     - 20040920 GOOD             USPSQD
 DE9487  HISTORY     - 20050929 GOOD             USPSQD
 DE9487
 DE9487                          STATION DESCRIPTION
 DE9487
 DE9487'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9487'STATION IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9487'GREENSBORO GOVERNMENT PLAZA, 0.9 MI (1.4 KM) NORTHWEST OF THE
 DE9487'SEDGEFIELD COMMUNITY, AND IN THE ADAMS FARM COMMUNITY.
 DE9487'PROCEED FROM HIGH POINT ROAD, ALONG MACKAY ROAD FOR 0.5 MI (0.8 KM)
 DE9487'NORTHWEST, THENCE NORTH 0.3 MI (0.5 KM) ALONG ADAMS FARM PARKWAY TO
 DE9487'STATION ON LEFT IN DITCH.
 DE9487'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9487'GROUND. LOCATED 31.5 FT (9.6 M) WEST OF THE CENTERLINE OF ADAMS FARM
 DE9487'PARKWAY, 210.0 FT (64.0 M) NORTH OF THE NORTHWEST END OF WESTERN
 DE9487'GUARDRAIL OVER CREEK, 110.0 FT (33.5 M) NORTHEAST OF FIRE HYDRANT, AND
 DE9487'106.0 FT (32.3 M) SOUTHWEST OF POWER POLE (61068L).
 DE9487
 DE9487                          STATION RECOVERY (2004)
 DE9487
 DE9487'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 DE9487'RECOVERED IN GOOD CONDITION.
 DE9487
 DE9487                          STATION RECOVERY (2005)
 DE9487
 DE9487'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4429 ***********************************************************************
 FA4429  DESIGNATION -  214 AZ MK
 FA4429  PID         -  FA4429
 FA4429  STATE/COUNTY-  NC/MECKLENBURG
 FA4429  USGS QUAD   -  CORNELIUS (1993)
 FA4429
 FA4429                         *CURRENT SURVEY CONTROL
 FA4429  ___________________________________________________________________
 FA4429* NAD 83(2001)-  35 24 53.03593(N)    080 52 18.70018(W)     NO CHECK  
 FA4429* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 FA4429  ___________________________________________________________________
 FA4429  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 FA4429  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FA4429  HORZ ORDER  -  THIRD
 FA4429
 FA4429.The horizontal coordinates were established by classical geodetic methods
 FA4429.and adjusted by the National Geodetic Survey in August 2005.
 FA4429.No horizontal observational check was made to the station.
 FA4429
 FA4429.The orthometric height was scaled from a topographic map.
 FA4429
 FA4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4429
 FA4429.The geoid height was determined by GEOID03.
 FA4429
 FA4429;                    North         East     Units Scale Factor Converg.
 FA4429;SPC NC       -   186,271.743   439,620.154   MT  0.99987662   -1 04 49.4
 FA4429;SPC NC       -   611,126.54  1,442,320.46   sFT  0.99987662   -1 04 49.4
 FA4429;UTM  17      - 3,919,044.405   511,633.580   MT  0.99960167   +0 04 27.3
 FA4429
 FA4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4429!SPC NC       -   0.99996831  x   0.99987662  =   0.99984494
 FA4429!UTM  17      -   0.99996831  x   0.99960167  =   0.99957000
 FA4429
 FA4429                          SUPERSEDED SURVEY CONTROL
 FA4429
 FA4429  NAD 83(1986)-  35 24 53.05031(N)    080 52 18.70826(W) AD(       ) 3
 FA4429
 FA4429.Superseded values are not recommended for survey control.
 FA4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4429.See file dsdata.txt to determine how the superseded data were derived.
 FA4429
 FA4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1163419044(NAD 83)
 FA4429_MARKER: A = ALUMINUM MARKER
 FA4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4429_SP_SET: CONCRETE POST
 FA4429_STAMPING: 214
 FA4429_MARK LOGO: NC0870
 FA4429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4429+STABILITY: SURFACE MOTION
 FA4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4429+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 FA4429
 FA4429  HISTORY     - Date     Condition        Report By
 FA4429  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4429  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 FA4429  HISTORY     - 20060622 MARK NOT FOUND   NCGS
 FA4429
 FA4429                          STATION DESCRIPTION
 FA4429
 FA4429'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4429'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.80 KM (12.92 MI) NORTH OF
 FA4429'CHARLOTTE.
 FA4429'MARK REACHED BY FIRST GOING TO GPS STATION M 014. (45.93 FT) TO REACH
 FA4429'THE STATION FROM THE INTERSECTION OF S.R.73 AND S.R.16, PROCEED EAST
 FA4429'ON S.R.73 FOR 7.88 KM (4.90 MI) TO INTERSECTION OF S.R.2128.  GO
 FA4429'SOUTH ON S.R.2128 (BEATTIES FORD RD) FOR 0.48 KM (0.30 MI) TO S
 FA4429'.R.2136 (GILEAD RD). PROCEED SOUTHEAST ON S.R.2136 FOR 2.89 KM
 FA4429'(1.80 MI) TO THE INTERSECTION OF RANSON ROAD.  GO NORTHEAST ON RANSON
 FA4429'RD FOR 0.48 KM (0.30 MI) TO STATION IN EAST RIGHT-OF-WAY OF ROAD.
 FA4429'STATION IS 3.59 M (11.78 FT) S35E OF CENTERLINE OF RANSON ROAD,
 FA4429'22.70 M (74.47 FT) N45E OF A BRICK MAILBOX NO.15136 (LOCKLEAR
 FA4429'RESIDENCE), 16.85 M (55.28 FT)  WEST OF UTILITY POLE NO.11, AND 0.91
 FA4429'M (2.99 FT) S35E OF THE EDGE OF PAVEMENT OF RANSON RD.
 FA4429'TO REACH THE AZIMUTH MARK FROM GPS STATION M 014, PROCEED SOUTH ON
 FA4429'RANSON ROAD FOR 0.48 KM (0.30 MI) TO THE MARK ON THE WEST
 FA4429'RIGHT-OF-WAY OF RANSON ROAD, 1.06 M (3.48 FT) N50E OF THE EDGE OF
 FA4429'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING S50W AND DISTANCE
 FA4429'497.5 M (1632.21 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4429'STAMPED 214.
 FA4429
 FA4429                          STATION RECOVERY (2004)
 FA4429
 FA4429'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4429'SEARCHED W SIDE OF RANSON ROAD WITH MICRONTA 4001.
 FA4429
 FA4429                          STATION RECOVERY (2006)
 FA4429
 FA4429'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (TRW)
 FA4429'THE STATION WAS NOT FOUND.  RTK USED TO LOCATE THE MARKS POSITION AND
 FA4429'AREA PROBED WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9491 ***********************************************************************
 DE9491  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9491  DESIGNATION -  214E 200
 DE9491  PID         -  DE9491
 DE9491  STATE/COUNTY-  NC/GUILFORD
 DE9491  USGS QUAD   -  GUILFORD (1994)
 DE9491
 DE9491                         *CURRENT SURVEY CONTROL
 DE9491  ___________________________________________________________________
 DE9491* NAD 83(2007)-  36 01 52.71841(N)    079 54 01.72674(W)     ADJUSTED  
 DE9491* NAVD 88     -       245.21   (meters)     804.5    (feet)  GPS OBS   
 DE9491  ___________________________________________________________________
 DE9491  EPOCH DATE  -        2002.00
 DE9491  X           -     905,573.847 (meters)                     COMP
 DE9491  Y           -  -5,084,109.077 (meters)                     COMP
 DE9491  Z           -   3,731,127.761 (meters)                     COMP
 DE9491  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9491  ELLIP HEIGHT-         214.115 (meters)          (02/10/07) ADJUSTED
 DE9491  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DE9491
 DE9491  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9491  Type    PID    Designation                      North   East  Ellip
 DE9491  -------------------------------------------------------------------
 DE9491  NETWORK DE9491 214E 200                          2.16   1.61   3.14
 DE9491  -------------------------------------------------------------------
 DE9491
 DE9491.The horizontal coordinates were established by GPS observations
 DE9491.and adjusted by the National Geodetic Survey in February 2007.
 DE9491
 DE9491.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9491.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9491.The horizontal coordinates are valid at the epoch date displayed above.
 DE9491.The epoch date for horizontal control is a decimal equivalence
 DE9491.of Year/Month/Day.
 DE9491
 DE9491.The orthometric height was determined by GPS observations and a
 DE9491.high-resolution geoid model.
 DE9491.The orthometric height was determined by GPS observations and a
 DE9491.high-resolution geoid model using precise GPS observation and
 DE9491.processing techniques.
 DE9491
 DE9491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9491
 DE9491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9491
 DE9491.The ellipsoidal height was determined by GPS observations
 DE9491.and is referenced to NAD 83.
 DE9491
 DE9491.The geoid height was determined by GEOID03.
 DE9491
 DE9491;                    North         East     Units Scale Factor Converg.
 DE9491;SPC NC       -   253,442.868   528,446.711   MT  0.99996503   -0 31 11.0
 DE9491;SPC NC       -   831,503.81  1,733,745.58   sFT  0.99996503   -0 31 11.0
 DE9491;UTM  17      - 3,987,980.418   599,059.857   MT  0.99972091   +0 38 48.6
 DE9491
 DE9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9491!SPC NC       -   0.99996640  x   0.99996503  =   0.99993143
 DE9491!UTM  17      -   0.99996640  x   0.99972091  =   0.99968732
 DE9491
 DE9491|---------------------------------------------------------------------|
 DE9491| PID    Reference Object                     Distance      Geod. Az  |
 DE9491|                                                           dddmmss.s |
 DE9491| DE9492 159W 200                            384.211 METERS 14433     |
 DE9491|---------------------------------------------------------------------|
 DE9491
 DE9491                          SUPERSEDED SURVEY CONTROL
 DE9491
 DE9491  NAD 83(2001)-  36 01 52.71864(N)    079 54 01.72658(W) AD(       ) 1
 DE9491  ELLIP H (03/13/03)  214.121  (m)                       GP(       ) 4 2
 DE9491  NAD 83(1986)-  36 01 52.72493(N)    079 54 01.73488(W) AD(       ) 1
 DE9491
 DE9491.Superseded values are not recommended for survey control.
 DE9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9491.See file dsdata.txt to determine how the superseded data were derived.
 DE9491
 DE9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9906087980(NAD 83)
 DE9491_MARKER: DD = SURVEY DISK
 DE9491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9491_STAMPING: 214E200 1999
 DE9491_MARK LOGO: NC1940
 DE9491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9491+STABILITY: SURFACE MOTION
 DE9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9491+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9491
 DE9491  HISTORY     - Date     Condition        Report By
 DE9491  HISTORY     - 1999     MONUMENTED       NC1940
 DE9491
 DE9491                          STATION DESCRIPTION
 DE9491
 DE9491'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9491'STATION IS ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9491'GREENSBORO GOVERNMENT PLAZA, IN THE SEDGEFIELD LAKES COMMUNITY.
 DE9491'ALONG WOODLYN WAY WEST, 0.6 MI (1.0 KM) SOUTHWEST OF HILLTOP ROAD, ON
 DE9491'WEST SIDE OF ROAD AT THE BASEBALL-SOCCER FIELD.
 DE9491'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD AND RECESSED
 DE9491'6-INCHES BELOW THE GROUND. LOCATED 14.1 FT (4.3 M) WEST OF THE
 DE9491'CENTERLINE OF WOODLYN WAY WEST, 39.6 FT (12.1 M) SOUTHEAST OF METAL
 DE9491'36-INCH CULVERT WITH BRICK HEADWALL, 60.8 FT (18.5 M) SOUTHEAST OF A
 DE9491'FIRE HYDRANT, 68.0 FT (20.7 M) NORTHWEST OF THREE LARGE BOULDERS (ONE
 DE9491'IS CONCRETE), AND 210.0 FT (64.0 M) NORTHWEST OF CREOSOTE POST WITH 30
 DE9491'BY 36-INCH--PRIVATE PROPERTY--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2435 ***********************************************************************
 FA2435  DESIGNATION -  215
 FA2435  PID         -  FA2435
 FA2435  STATE/COUNTY-  NC/MECKLENBURG
 FA2435  USGS QUAD   -  WEDDINGTON (1988)
 FA2435
 FA2435                         *CURRENT SURVEY CONTROL
 FA2435  ___________________________________________________________________
 FA2435* NAD 83(2001)-  35 05 15.73015(N)    080 50 42.93009(W)     ADJUSTED  
 FA2435* NAVD 88     -       185.27   (+/-2cm)     607.8    (feet)  VERTCON   
 FA2435  ___________________________________________________________________
 FA2435  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FA2435  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA2435  HORZ ORDER  -  SECOND
 FA2435  VERT ORDER  -  THIRD ? (See Below)
 FA2435
 FA2435.The horizontal coordinates were established by classical geodetic methods
 FA2435.and adjusted by the National Geodetic Survey in August 2005.
 FA2435
 FA2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2435.The vertical order pertains to the NGVD 29 superseded value.
 FA2435
 FA2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2435
 FA2435.The geoid height was determined by GEOID03.
 FA2435
 FA2435;                    North         East     Units Scale Factor Converg.
 FA2435;SPC NC       -   149,955.021   441,361.335   MT  0.99987667   -1 03 54.1
 FA2435;SPC NC       -   491,977.43  1,448,032.98   sFT  0.99987667   -1 03 54.1
 FA2435;UTM  17      - 3,882,779.993   514,105.354   MT  0.99960245   +0 05 20.2
 FA2435
 FA2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2435!SPC NC       -   0.99997567  x   0.99987667  =   0.99985235
 FA2435!UTM  17      -   0.99997567  x   0.99960245  =   0.99957813
 FA2435
 FA2435|---------------------------------------------------------------------|
 FA2435| PID    Reference Object                     Distance      Geod. Az  |
 FA2435|                                                           dddmmss.s |
 FA2435| FA2450 KENDALL                             347.894 METERS 01036     |
 FA2435| FA0328 TOSH                                APPROX. 1.4 KM 2685403.0 |
 FA2435|---------------------------------------------------------------------|
 FA2435
 FA2435                          SUPERSEDED SURVEY CONTROL
 FA2435
 FA2435  NAD 83(1986)-  35 05 15.74893(N)    080 50 42.94051(W) AD(       ) 2
 FA2435  NAD 27      -  35 05 15.22298(N)    080 50 43.67453(W) AD(       ) 2
 FA2435  NGVD 29 (07/19/86)  185.50   (m)          608.6    (f) LEVELING    3  
 FA2435
 FA2435.Superseded values are not recommended for survey control.
 FA2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2435.See file dsdata.txt to determine how the superseded data were derived.
 FA2435
 FA2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1410582780(NAD 83)
 FA2435_MARKER: DB = BENCH MARK DISK
 FA2435_SETTING: 0 = UNSPECIFIED SETTING
 FA2435_STAMPING: BM 215
 FA2435_MARK LOGO: NC0870
 FA2435
 FA2435  HISTORY     - Date     Condition        Report By
 FA2435  HISTORY     - 1968     MONUMENTED       LOCENG
 FA2435  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2435  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA2435
 FA2435                          STATION DESCRIPTION
 FA2435
 FA2435'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (CBM)
 FA2435'BM 215 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2435'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2435'
 FA2435'BM 215 IS LOCATED APPROXIMATELY 9.8 MILES SOUTH OF
 FA2435'CHARLOTTE.  STATION IS AT THE INTERSECTION OF SR 3611
 FA2435'(CARMEL RD.) WITH NC 51, ON THE SOUTH SIDE OF NC 51, AND EAST
 FA2435'SIDE OF FARM ROAD SOUTH.
 FA2435'
 FA2435'STATION MARK IS A CITY OF CHARLOTTE BENCH MARK, STAMPED
 FA2435'BM 215, WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2435'
 FA2435'MARK IS
 FA2435'
 FA2435'19.4 FT S OF C/L OF NC 51
 FA2435'
 FA2435'29.6 FT SW OF C/L OF INTERSECTION OF SR 3611 (CARMEL RD.)
 FA2435'WITH NC 51
 FA2435'
 FA2435'60.7 FT WNW OF PP ON S SIDE OF NC 51, AND WITH ALUMINUM REF. TAG
 FA2435'
 FA2435'102.9 FT SW OF 4X4 POST WITH RT. 16 6 MILE SIGN ON SE SIDE OF
 FA2435'CARMEL RD., AND WITH ALUMINUM REF. TAG
 FA2435'
 FA2435'71.3 FT SW OF 4X4 POST WITH STOP SIGN ON NW CORNER OF CARMEL
 FA2435'RD., AND WITH ALUMINUM REF. TAG
 FA2435'
 FA2435'59.3 FT S OF METAL POST WITH CARMEL RD.-PINEVILLE-MATTHEWS-SIGN.
 FA2435
 FA2435                          STATION RECOVERY (1971)
 FA2435
 FA2435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2435'BM 215 1968 DESTROYED
 FA2435
 FA2435                          STATION RECOVERY (1996)
 FA2435
 FA2435'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4430 ***********************************************************************
 FA4430  DESIGNATION -  215 AZ MK
 FA4430  PID         -  FA4430
 FA4430  STATE/COUNTY-  NC/MECKLENBURG
 FA4430  USGS QUAD   -  CORNELIUS (1993)
 FA4430
 FA4430                         *CURRENT SURVEY CONTROL
 FA4430  ___________________________________________________________________
 FA4430* NAD 83(2001)-  35 26 20.17809(N)    080 49 02.60335(W)     NO CHECK  
 FA4430* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 FA4430  ___________________________________________________________________
 FA4430  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FA4430  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 FA4430  HORZ ORDER  -  THIRD
 FA4430
 FA4430.The horizontal coordinates were established by classical geodetic methods
 FA4430.and adjusted by the National Geodetic Survey in August 2005.
 FA4430.No horizontal observational check was made to the station.
 FA4430
 FA4430.The orthometric height was scaled from a topographic map.
 FA4430
 FA4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4430
 FA4430.The geoid height was determined by GEOID03.
 FA4430
 FA4430;                    North         East     Units Scale Factor Converg.
 FA4430;SPC NC       -   188,864.683   444,615.217   MT  0.99987791   -1 02 56.2
 FA4430;SPC NC       -   619,633.55  1,458,708.42   sFT  0.99987791   -1 02 56.2
 FA4430;UTM  17      - 3,921,736.741   516,574.017   MT  0.99960339   +0 06 21.2
 FA4430
 FA4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4430!SPC NC       -   0.99996753  x   0.99987791  =   0.99984544
 FA4430!UTM  17      -   0.99996753  x   0.99960339  =   0.99957093
 FA4430
 FA4430                          SUPERSEDED SURVEY CONTROL
 FA4430
 FA4430  NAD 83(1986)-  35 26 20.19245(N)    080 49 02.61197(W) AD(       ) 3
 FA4430
 FA4430.Superseded values are not recommended for survey control.
 FA4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4430.See file dsdata.txt to determine how the superseded data were derived.
 FA4430
 FA4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1657421737(NAD 83)
 FA4430_MARKER: A = ALUMINUM MARKER
 FA4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4430_SP_SET: CONCRETE POST
 FA4430_STAMPING: 215
 FA4430_MARK LOGO: NC0870
 FA4430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4430+STABILITY: SURFACE MOTION
 FA4430
 FA4430  HISTORY     - Date     Condition        Report By
 FA4430  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4430  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4430
 FA4430                          STATION DESCRIPTION
 FA4430
 FA4430'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4430'MARK IS LOCATED IN MECKLENBURG COUNTY, 22.54 KM (14.01 MI) NORTH-
 FA4430'NORTHEAST OF CHARLOTTE.
 FA4430'MARK REACHED BY FIRST GOING TO GPS STATION M 015. (49.21 FT) TO REACH
 FA4430'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND S.R.2136
 FA4430'(GILEAD RD), PROCEED EAST ON S.R.2136 FOR 1.28 KM (0.80 MI) TO ROUTE
 FA4430'115.  GO NORTH ON ROUTE 115 FOR 2.73 KM (1.70 MI) TO S.R.2427
 FA4430'(MC-CORD RD).  GO EAST ON S.R.2427 FOR 3.22 KM (2.00 MI) TO
 FA4430'INTERSECTION WITH S.R.2428 (BLACK BELT RD). STATION IS LOCATED IN THE
 FA4430'SOUTH RIGHT-OF-WAY OF MC-CORD ROAD.  STATION IS 5.79 M (19.00 FT)
 FA4430'SOUTH OF THE CENTERLINE OF MC-CORD ROAD, 4.87 M (15.98 FT) EAST OF
 FA4430'CENTERLINE OF A GRAVEL DRIVE, 15.23 M (49.97 FT) S18W OF A UTILITY
 FA4430'POLE IN THE NORTHEAST CORNER OF INTERSECTION, AND 42.36 M
 FA4430'(138.98 FT)  N84W OF A SPEED LIMIT SIGN EAST OF INTERSECTION ON SOUTH
 FA4430'RIGHT-OF-WAY OF MC-CORD ROAD.
 FA4430'TO REACH THE AZIMUTH MARK FROM GPS STATION, PROCEED WEST ON MC-CORD
 FA4430'ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE NORTH RIGHT-OF-WAY OF
 FA4430'THE ROAD, 1.03 M (3.38 FT) N28E OF THE EDGE OF PAVEMENT.  THE AZIMUTH
 FA4430'MARK IS COMPASS BEARING N48W AND DISTANCE 571.6 M (1875.32 FT) FROM
 FA4430'THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 215.
 FA4430
 FA4430                          STATION RECOVERY (2004)
 FA4430
 FA4430'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4430'SEARCHED N SIDE OF ROAD WITH MICRONTA 4001.  NCGS RM ON PP 061942.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2013 ***********************************************************************
 EB2013  DESIGNATION -  215 JJS
 EB2013  PID         -  EB2013
 EB2013  STATE/COUNTY-  NC/SAMPSON
 EB2013  USGS QUAD   -  HARRELLS (1984)
 EB2013
 EB2013                         *CURRENT SURVEY CONTROL
 EB2013  ___________________________________________________________________
 EB2013* NAD 83(2001)-  34 43 40.15302(N)    078 12 04.52694(W)     ADJUSTED  
 EB2013* NAVD 88     -        26.54   (+/-2cm)      87.1    (feet)  VERTCON   
 EB2013  ___________________________________________________________________
 EB2013  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 EB2013  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EB2013  HORZ ORDER  -  SECOND
 EB2013  VERT ORDER  -  THIRD ? (See Below)
 EB2013
 EB2013.The horizontal coordinates were established by classical geodetic methods
 EB2013.and adjusted by the National Geodetic Survey in August 2005.
 EB2013
 EB2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2013.The vertical order pertains to the NGVD 29 superseded value.
 EB2013
 EB2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2013
 EB2013.The geoid height was determined by GEOID03.
 EB2013
 EB2013;                    North         East     Units Scale Factor Converg.
 EB2013;SPC NC       -   108,764.958   682,750.512   MT  0.99991412   +0 27 39.6
 EB2013;SPC NC       -   356,839.70  2,239,990.64   sFT  0.99991412   +0 27 39.6
 EB2013;UTM  17      - 3,846,427.355   756,268.723   MT  1.00040953   +1 35 42.9
 EB2013
 EB2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2013!SPC NC       -   1.00000141  x   0.99991412  =   0.99991553
 EB2013!UTM  17      -   1.00000141  x   1.00040953  =   1.00041095
 EB2013
 EB2013:                Primary Azimuth Mark                     Grid Az
 EB2013:SPC NC       -  WOODMAN                                  109 20 19.4
 EB2013:UTM  17      -  WOODMAN                                  108 12 16.1
 EB2013
 EB2013|---------------------------------------------------------------------|
 EB2013| PID    Reference Object                     Distance      Geod. Az  |
 EB2013|                                                           dddmmss.s |
 EB2013| EB2010 WOODMAN                             APPROX. 0.5 KM 1094759.0 |
 EB2013|---------------------------------------------------------------------|
 EB2013
 EB2013                          SUPERSEDED SURVEY CONTROL
 EB2013
 EB2013  NAD 83(1986)-  34 43 40.16105(N)    078 12 04.53789(W) AD(       ) 2
 EB2013  NAD 27      -  34 43 39.54680(N)    078 12 05.55849(W) AD(       ) 2
 EB2013  NGVD 29 (07/19/86)   26.79   (m)           87.9    (f) LEVELING    3  
 EB2013
 EB2013.Superseded values are not recommended for survey control.
 EB2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2013.See file dsdata.txt to determine how the superseded data were derived.
 EB2013
 EB2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5626946427(NAD 83)
 EB2013_MARKER: DD = SURVEY DISK
 EB2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2013+STABILITY: SURFACE MOTION
 EB2013
 EB2013  HISTORY     - Date     Condition        Report By
 EB2013  HISTORY     - 1973     MONUMENTED       USGS
 EB2013  HISTORY     - 1989     GOOD             USPSQD
 EB2013
 EB2013                          STATION DESCRIPTION
 EB2013
 EB2013'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 EB2013'215 JJS 1951 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2013'VICINITY OF HARRELLS, NORTH CAROLINA.
 EB2013'
 EB2013'215 JJS 1951 IS LOCATED APPROXIMATELY IN THE CENTER OF HARRELLS, AND
 EB2013'11.9 MILES WEST OF WALLACE.  TO REACH THE STATION FROM THE
 EB2013'INTERSECTION OF US 421, NC 41, AND NC 411, PROCEED NW ALONG NC 41
 EB2013'FOR 0.60 MILES TO THE INTERSECTION WITH SR 1007, AND SR 1155 AT THE
 EB2013'CENTER OF HARRELLS, AND STATION ON THE RIGHT.
 EB2013'
 EB2013'STATION MARK IS A STANDARD USGS BRASS DISK SET IN THE TOP OF A
 EB2013'CONCRETE CYLINDER, STAMPED 215 JJS 1951, AND IS 1 INCH BELOW THE
 EB2013'SURFACE OF THE GROUND.
 EB2013'MARK IS
 EB2013'
 EB2013'33.6 FEET NNE OF C/L OF NC 41.
 EB2013'5.9 FEET SE OF PP W/TRANSFORMER W/ALUMINUM REF. TAG
 EB2013'22.7 FEET S OF 36 INCH PECAN TREE W/ALUMINUM REF. TAG.
 EB2013'3.3 FEET SSE OF THE BASE OF TELEPHONE JUCTION BOX.
 EB2013'68.1 FEET WNW OF THE SW CORNER HARRELLS FIRE STATION.
 EB2013
 EB2013                          STATION RECOVERY (1989)
 EB2013
 EB2013'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EB2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9225 ***********************************************************************
 DE9225  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9225  DESIGNATION -  215E 200
 DE9225  PID         -  DE9225
 DE9225  STATE/COUNTY-  NC/GUILFORD
 DE9225  USGS QUAD   -  GUILFORD (1994)
 DE9225
 DE9225                         *CURRENT SURVEY CONTROL
 DE9225  ___________________________________________________________________
 DE9225* NAD 83(2007)-  36 02 20.02457(N)    079 54 26.74838(W)     ADJUSTED  
 DE9225* NAVD 88     -       260.85   (meters)     855.8    (feet)  GPS OBS   
 DE9225  ___________________________________________________________________
 DE9225  EPOCH DATE  -        2002.00
 DE9225  X           -     904,872.536 (meters)                     COMP
 DE9225  Y           -  -5,083,743.819 (meters)                     COMP
 DE9225  Z           -   3,731,817.539 (meters)                     COMP
 DE9225  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 DE9225  ELLIP HEIGHT-         229.689 (meters)          (02/10/07) ADJUSTED
 DE9225  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9225
 DE9225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9225  Type    PID    Designation                      North   East  Ellip
 DE9225  -------------------------------------------------------------------
 DE9225  NETWORK DE9225 215E 200                          1.67   1.27   2.27
 DE9225  -------------------------------------------------------------------
 DE9225
 DE9225.The horizontal coordinates were established by GPS observations
 DE9225.and adjusted by the National Geodetic Survey in February 2007.
 DE9225
 DE9225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9225.The horizontal coordinates are valid at the epoch date displayed above.
 DE9225.The epoch date for horizontal control is a decimal equivalence
 DE9225.of Year/Month/Day.
 DE9225
 DE9225.The orthometric height was determined by GPS observations and a
 DE9225.high-resolution geoid model.
 DE9225.The orthometric height was determined by GPS observations and a
 DE9225.high-resolution geoid model using precise GPS observation and
 DE9225.processing techniques.
 DE9225
 DE9225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9225
 DE9225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9225
 DE9225.The ellipsoidal height was determined by GPS observations
 DE9225.and is referenced to NAD 83.
 DE9225
 DE9225.The geoid height was determined by GEOID03.
 DE9225
 DE9225;                    North         East     Units Scale Factor Converg.
 DE9225;SPC NC       -   254,290.142   527,828.021   MT  0.99996685   -0 31 25.5
 DE9225;SPC NC       -   834,283.57  1,731,715.77   sFT  0.99996685   -0 31 25.5
 DE9225;UTM  17      - 3,988,814.716   598,424.202   MT  0.99971936   +0 38 34.3
 DE9225
 DE9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9225!SPC NC       -   0.99996395  x   0.99996685  =   0.99993080
 DE9225!UTM  17      -   0.99996395  x   0.99971936  =   0.99968332
 DE9225
 DE9225:                Primary Azimuth Mark                     Grid Az
 DE9225:SPC NC       -  215E 201                                 025 59 06.3
 DE9225:UTM  17      -  215E 201                                 024 49 06.5
 DE9225
 DE9225|---------------------------------------------------------------------|
 DE9225| PID    Reference Object                     Distance      Geod. Az  |
 DE9225|                                                           dddmmss.s |
 DE9225| DE9483 215E 201                            APPROX. 1.0 KM 0252740.8 |
 DE9225|---------------------------------------------------------------------|
 DE9225
 DE9225                          SUPERSEDED SURVEY CONTROL
 DE9225
 DE9225  NAD 83(2001)-  36 02 20.02482(N)    079 54 26.74820(W) AD(       ) 1
 DE9225  ELLIP H (03/13/03)  229.695  (m)                       GP(       ) 4 2
 DE9225  NAD 83(1986)-  36 02 20.03101(N)    079 54 26.75660(W) AD(       ) 1
 DE9225
 DE9225.Superseded values are not recommended for survey control.
 DE9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9225.See file dsdata.txt to determine how the superseded data were derived.
 DE9225
 DE9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9842488815(NAD 83)
 DE9225_MARKER: DD = SURVEY DISK
 DE9225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9225_STAMPING: 215E.200 7/97
 DE9225_MARK LOGO: NC1940
 DE9225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9225+STABILITY: SURFACE MOTION
 DE9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9225+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9225
 DE9225  HISTORY     - Date     Condition        Report By
 DE9225  HISTORY     - 1997     MONUMENTED       NC1940
 DE9225
 DE9225                          STATION DESCRIPTION
 DE9225
 DE9225'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9225'STATION IS LOCATED IN GREENSBORO, ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF
 DE9225'THE DOWNTOWN GOVERNMENT COMPLEX AND 4.2  MI (6.8 KM) SOUTHEAST OF THE
 DE9225'PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG HILLTOP ROAD AT GATE CITY
 DE9225'BAPTIST CHURCH.
 DE9225'PROCEED ALONG HIGH POINT ROAD FOR 1.9 MI (3.1 KM) SOUTHWEST FROM THE
 DE9225'I-40 OVERPASS (EXIT 217), THENCE RIGHT/NORTHWEST ALONG HILLTOP ROAD
 DE9225'FOR 2.3 MI (3.7 KM) TO ADAMS FARM PARKWAY ON LEFT, AND STATION
 DE9225'APPROXIMATELY 175-FEET NORTHWEST SIDE OF INTERSECTION BY THE GATE CITY
 DE9225'BAPTIST CHURCH SIGN.
 DE9225'MARK IS 3-FOOT HIGHER THAN THE CENTERLINE OF THE ROAD AND FLUSH WITH
 DE9225'THE GROUND. LOCATED 64.2 FT (19.6 M) NORTH OF THE CENTERLINE OF
 DE9225'HILLTOP ROAD, 13.3 FT (4.1 M) EAST OF THE NORTH END OF CHURCH SIGN,
 DE9225'15.8 FT (4.8 M) NORTHEAST OF THE SOUTH END OF THE CHURCH SIGN, 21.0 FT
 DE9225'(6.4 M) SOUTH OF THE SOUTH EDGE OF ASPHALT DRIVEWAY, 96.1 FT (29.3 M)
 DE9225'WEST OF A FIRE HYDRANT (IN NORTHWEST QUADRANT OF INTERSECTION OF ROAD
 DE9225'AND CHURCH ENTRANCE), AND 115.1 FT (35.1 M) WEST OF A POWER POLE WITH
 DE9225'LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9483 ***********************************************************************
 DE9483  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9483  DESIGNATION -  215E 201
 DE9483  PID         -  DE9483
 DE9483  STATE/COUNTY-  NC/GUILFORD
 DE9483  USGS QUAD   -  GUILFORD (1994)
 DE9483
 DE9483                         *CURRENT SURVEY CONTROL
 DE9483  ___________________________________________________________________
 DE9483* NAD 83(2007)-  36 02 48.59331(N)    079 54 09.99779(W)     ADJUSTED  
 DE9483* NAVD 88     -       269.36   (meters)     883.7    (feet)  GPS OBS   
 DE9483  ___________________________________________________________________
 DE9483  EPOCH DATE  -        2002.00
 DE9483  X           -     905,195.746 (meters)                     COMP
 DE9483  Y           -  -5,083,166.977 (meters)                     COMP
 DE9483  Z           -   3,732,534.555 (meters)                     COMP
 DE9483  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 DE9483  ELLIP HEIGHT-         238.181 (meters)          (02/10/07) ADJUSTED
 DE9483  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DE9483
 DE9483  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9483  Type    PID    Designation                      North   East  Ellip
 DE9483  -------------------------------------------------------------------
 DE9483  NETWORK DE9483 215E 201                          2.10   1.55   2.69
 DE9483  -------------------------------------------------------------------
 DE9483
 DE9483.The horizontal coordinates were established by GPS observations
 DE9483.and adjusted by the National Geodetic Survey in February 2007.
 DE9483
 DE9483.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9483.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9483.The horizontal coordinates are valid at the epoch date displayed above.
 DE9483.The epoch date for horizontal control is a decimal equivalence
 DE9483.of Year/Month/Day.
 DE9483
 DE9483.The orthometric height was determined by GPS observations and a
 DE9483.high-resolution geoid model.
 DE9483.The orthometric height was determined by GPS observations and a
 DE9483.high-resolution geoid model using precise GPS observation and
 DE9483.processing techniques.
 DE9483
 DE9483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9483
 DE9483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9483
 DE9483.The ellipsoidal height was determined by GPS observations
 DE9483.and is referenced to NAD 83.
 DE9483
 DE9483.The geoid height was determined by GEOID03.
 DE9483
 DE9483;                    North         East     Units Scale Factor Converg.
 DE9483;SPC NC       -   255,166.805   528,255.317   MT  0.99996876   -0 31 15.8
 DE9483;SPC NC       -   837,159.76  1,733,117.65   sFT  0.99996876   -0 31 15.8
 DE9483;UTM  17      - 3,989,699.677   598,833.459   MT  0.99972036   +0 38 44.6
 DE9483
 DE9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9483!SPC NC       -   0.99996262  x   0.99996876  =   0.99993138
 DE9483!UTM  17      -   0.99996262  x   0.99972036  =   0.99968299
 DE9483
 DE9483:                Primary Azimuth Mark                     Grid Az
 DE9483:SPC NC       -  216E 201                                 000 54 37.6
 DE9483:UTM  17      -  216E 201                                 359 44 37.2
 DE9483
 DE9483|---------------------------------------------------------------------|
 DE9483| PID    Reference Object                     Distance      Geod. Az  |
 DE9483|                                                           dddmmss.s |
 DE9483| DE9484 216E 201                            APPROX. 0.5 KM 0002321.8 |
 DE9483|---------------------------------------------------------------------|
 DE9483
 DE9483                          SUPERSEDED SURVEY CONTROL
 DE9483
 DE9483  NAD 83(2001)-  36 02 48.59358(N)    079 54 09.99760(W) AD(       ) 1
 DE9483  ELLIP H (03/13/03)  238.188  (m)                       GP(       ) 4 2
 DE9483  NAD 83(1986)-  36 02 48.59967(N)    079 54 10.00613(W) AD(       ) 1
 DE9483
 DE9483.Superseded values are not recommended for survey control.
 DE9483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9483.See file dsdata.txt to determine how the superseded data were derived.
 DE9483
 DE9483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9883389700(NAD 83)
 DE9483_MARKER: DD = SURVEY DISK
 DE9483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9483_STAMPING: 215E201 1999
 DE9483_MARK LOGO: NC1940
 DE9483_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9483+STABILITY: SURFACE MOTION
 DE9483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9483+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9483
 DE9483  HISTORY     - Date     Condition        Report By
 DE9483  HISTORY     - 1999     MONUMENTED       NC1940
 DE9483
 DE9483                          STATION DESCRIPTION
 DE9483
 DE9483'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9483'STATION IS ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9483'GREENSBORO GOVERNMENT PLAZA, AND 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 DE9483'THE SEDGEFIELD COMMUNITY.
 DE9483'ALONG BRIDFORD PARKWAY, ABOUT 0.8 MI (1.3 KM) SOUTH OF WENDOVER
 DE9483'AVENUE, AND ON THE SOUTHWEST SIDE OF INTERSECTION WITH DRIVE ENTERING
 DE9483'INTO THE GROVE APARTMENTS.
 DE9483'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9483'GROUND. LOCATED 41.4 FT (12.6 M) WEST OF THE CENTERLINE OF BRIDFORD
 DE9483'PARKWAY OR 11.9 FT (3.6 M) WEST OF EDGE OF CURB, 29.0 FT (8.8 M)
 DE9483'SOUTHEAST OF POWER POLE WITH GUY WIRE, AND 26.5 FT (8.1 M) SOUTH OF
 DE9483'STREET LAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4431 ***********************************************************************
 FA4431  DESIGNATION -  216 AZ MK
 FA4431  PID         -  FA4431
 FA4431  STATE/COUNTY-  NC/MECKLENBURG
 FA4431  USGS QUAD   -  CORNELIUS (1993)
 FA4431
 FA4431                         *CURRENT SURVEY CONTROL
 FA4431  ___________________________________________________________________
 FA4431* NAD 83(2001)-  35 24 48.15936(N)    080 48 26.31581(W)     NO CHECK  
 FA4431* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 FA4431  ___________________________________________________________________
 FA4431  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FA4431  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FA4431  HORZ ORDER  -  THIRD
 FA4431
 FA4431.The horizontal coordinates were established by classical geodetic methods
 FA4431.and adjusted by the National Geodetic Survey in August 2005.
 FA4431.No horizontal observational check was made to the station.
 FA4431
 FA4431.The orthometric height was scaled from a topographic map.
 FA4431
 FA4431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4431
 FA4431.The geoid height was determined by GEOID03.
 FA4431
 FA4431;                    North         East     Units Scale Factor Converg.
 FA4431;SPC NC       -   186,012.870   445,478.563   MT  0.99987655   -1 02 35.3
 FA4431;SPC NC       -   610,277.22  1,461,540.92   sFT  0.99987655   -1 02 35.3
 FA4431;UTM  17      - 3,918,903.682   517,494.411   MT  0.99960377   +0 06 42.0
 FA4431
 FA4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4431!SPC NC       -   0.99997049  x   0.99987655  =   0.99984705
 FA4431!UTM  17      -   0.99997049  x   0.99960377  =   0.99957427
 FA4431
 FA4431                          SUPERSEDED SURVEY CONTROL
 FA4431
 FA4431  NAD 83(1986)-  35 24 48.17422(N)    080 48 26.32437(W) AD(       ) 3
 FA4431
 FA4431.Superseded values are not recommended for survey control.
 FA4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4431.See file dsdata.txt to determine how the superseded data were derived.
 FA4431
 FA4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1749418904(NAD 83)
 FA4431_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 FA4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4431_SP_SET: CONCRETE POST
 FA4431_STAMPING: 216
 FA4431_MARK LOGO: NC0870
 FA4431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4431+STABILITY: SURFACE MOTION
 FA4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4431+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 FA4431
 FA4431  HISTORY     - Date     Condition        Report By
 FA4431  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4431  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FA4431  HISTORY     - 20001011 GOOD             NCGS
 FA4431  HISTORY     - 20040317 GOOD             USPSQD
 FA4431  HISTORY     - 20060622 GOOD             NCGS
 FA4431
 FA4431                          STATION DESCRIPTION
 FA4431
 FA4431'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4431'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.93 KM (13.01 MI) NORTHEAST
 FA4431'OF CHARLOTTE.
 FA4431'MARK REACHED BY FIRST GOING TO GPS STATION M 016. (52.49 FT) TO REACH
 FA4431'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 23)AND S
 FA4431'.R.2136 (GILEAD RD), PROCEED EAST ON S.R.2136 FOR 1.77 KM (1.10 MI) .
 FA4431'S.R.2136 WILL BECOME S.R.2448 (HUNTERSVILLE-CONCORD ROAD). GO EAST
 FA4431'ON S.R.2448 FOR 2.89 KM (1.80 MI) TO STATION IN THE NORTH
 FA4431'RIGHT-OF-WAY OF THE ROAD.  STATION IS 7.52 M (24.67 FT) NORTH OF THE
 FA4431'CENTERLINE OF HUNTERSVILLE-CONCORD ROAD, 22.0 M (72.18 FT) S80W OF A
 FA4431'UTILITY POLE, 8.35 M (27.39 FT) N60E OF MAILBOX NO. 13622, AND 4.48 M
 FA4431'(14.70 FT)  NORTH OF THE EDGE OF THE PAVEMENT ON HUNTERSVILLE-CONCORD
 FA4431'RD.
 FA4431'TO REACH THE AZIMUTH MARK FROM GPS STATION M 016, PROCEED EAST ON
 FA4431'HUNTERSVILLE-CONCORD ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE
 FA4431'NORTH RIGHT-OF-WAY OF THE ROAD, 0.80 M (2.62 FT) N04W OF THE EDGE OF
 FA4431'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING N82E AND DISTANCE
 FA4431'514.1 M (1686.68 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4431'STAMPED 216.
 FA4431
 FA4431                          STATION RECOVERY (1997)
 FA4431
 FA4431'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4431'MARK NOT FOUND.
 FA4431
 FA4431                          STATION RECOVERY (2000)
 FA4431
 FA4431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4431'STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) NORTHEAST OF CHARLOTTE.
 FA4431'PROCEED ALONG GILEAD ROAD FOR 1.1 MI (1.8 KM) EAST FROM I 77 (EXIT 23)
 FA4431', GILEAD ROAD BECOMES HUNTERSVILLE-CONCORD ROAD (SR 2448), CONTINUE
 FA4431'EAST FOR 1.8 MI (2.9 KM) ALONG SR 2448, ON THE NORTH SIDE OF THE ROAD,
 FA4431'OR 0.2 MI (0.3 KM) WEST FROM ASBURY CHAPEL ROAD (SR 2442). MARK IS
 FA4431'ABOUT 1-FOOT LOWER THAN SR 2448 AND IS RECESSED 3 INCHES BELOW GROUND.
 FA4431'LOCATED 12.0 FT (3.7 M) NORTH OF THE CENTERLINE OF SR 2448, 115.6
 FA4431'EAST-NORTHEAST OF A TELEPHONE PEDESTAL--AND 72.2 FT (22.0 M) NORTHWEST
 FA4431'OF A FENCE POST, 71.4 FT (21.8 M) NORTHEAST OF A 12 INCH PINE--BOTH
 FA4431'WITH REFERENCE TAGS.
 FA4431
 FA4431                          STATION RECOVERY (2004)
 FA4431
 FA4431'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4431'MARKER WAS REPORTED NOT FOUND BY USPSQ IN 1997.
 FA4431
 FA4431                          STATION RECOVERY (2006)
 FA4431
 FA4431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (TRW)
 FA4431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9237 ***********************************************************************
 DE9237  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9237  DESIGNATION -  216E 200
 DE9237  PID         -  DE9237
 DE9237  STATE/COUNTY-  NC/GUILFORD
 DE9237  USGS QUAD   -  GUILFORD (1994)
 DE9237
 DE9237                         *CURRENT SURVEY CONTROL
 DE9237  ___________________________________________________________________
 DE9237* NAD 83(2007)-  36 03 15.40205(N)    079 54 22.59841(W)     ADJUSTED  
 DE9237* NAVD 88     -       274.27   (meters)     899.8    (feet)  GPS OBS   
 DE9237  ___________________________________________________________________
 DE9237  EPOCH DATE  -        2002.00
 DE9237  X           -     904,800.678 (meters)                     COMP
 DE9237  Y           -  -5,082,747.373 (meters)                     COMP
 DE9237  Z           -   3,733,205.513 (meters)                     COMP
 DE9237  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 DE9237  ELLIP HEIGHT-         243.053 (meters)          (02/10/07) ADJUSTED
 DE9237  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9237
 DE9237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9237  Type    PID    Designation                      North   East  Ellip
 DE9237  -------------------------------------------------------------------
 DE9237  NETWORK DE9237 216E 200                          1.39   1.08   1.86
 DE9237  -------------------------------------------------------------------
 DE9237
 DE9237.The horizontal coordinates were established by GPS observations
 DE9237.and adjusted by the National Geodetic Survey in February 2007.
 DE9237
 DE9237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9237.The horizontal coordinates are valid at the epoch date displayed above.
 DE9237.The epoch date for horizontal control is a decimal equivalence
 DE9237.of Year/Month/Day.
 DE9237
 DE9237.The orthometric height was determined by GPS observations and a
 DE9237.high-resolution geoid model.
 DE9237.The orthometric height was determined by GPS observations and a
 DE9237.high-resolution geoid model using precise GPS observation and
 DE9237.processing techniques.
 DE9237
 DE9237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9237
 DE9237.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9237
 DE9237.The ellipsoidal height was determined by GPS observations
 DE9237.and is referenced to NAD 83.
 DE9237
 DE9237.The geoid height was determined by GEOID03.
 DE9237
 DE9237;                    North         East     Units Scale Factor Converg.
 DE9237;SPC NC       -   255,995.923   527,947.482   MT  0.99997057   -0 31 23.1
 DE9237;SPC NC       -   839,879.96  1,732,107.70   sFT  0.99997057   -0 31 23.1
 DE9237;UTM  17      - 3,990,522.150   598,508.885   MT  0.99971957   +0 38 37.5
 DE9237
 DE9237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9237!SPC NC       -   0.99996185  x   0.99997057  =   0.99993243
 DE9237!UTM  17      -   0.99996185  x   0.99971957  =   0.99968144
 DE9237
 DE9237:                Primary Azimuth Mark                     Grid Az
 DE9237:SPC NC       -  216E 201                                 132 58 33.2
 DE9237:UTM  17      -  216E 201                                 131 48 32.6
 DE9237
 DE9237|---------------------------------------------------------------------|
 DE9237| PID    Reference Object                     Distance      Geod. Az  |
 DE9237|                                                           dddmmss.s |
 DE9237| DE9484 216E 201                            432.368 METERS 1322710.1 |
 DE9237|---------------------------------------------------------------------|
 DE9237
 DE9237                          SUPERSEDED SURVEY CONTROL
 DE9237
 DE9237  NAD 83(2001)-  36 03 15.40232(N)    079 54 22.59822(W) AD(       ) 1
 DE9237  ELLIP H (03/13/03)  243.060  (m)                       GP(       ) 4 2
 DE9237  NAD 83(1986)-  36 03 15.40839(N)    079 54 22.60680(W) AD(       ) 1
 DE9237
 DE9237.Superseded values are not recommended for survey control.
 DE9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9237.See file dsdata.txt to determine how the superseded data were derived.
 DE9237
 DE9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9850990522(NAD 83)
 DE9237_MARKER: DD = SURVEY DISK
 DE9237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9237_STAMPING: 216E.200 7/97
 DE9237_MARK LOGO: NC1940
 DE9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9237+STABILITY: SURFACE MOTION
 DE9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9237+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9237
 DE9237  HISTORY     - Date     Condition        Report By
 DE9237  HISTORY     - 1997     MONUMENTED       NC1940
 DE9237
 DE9237                          STATION DESCRIPTION
 DE9237
 DE9237'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9237'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE PIEDMONT
 DE9237'TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF WENDOVER AVENUE
 DE9237'AND SAPP ROAD/SR 1560.
 DE9237'ALONG WENDOVER AVENUE FOR 0.8 MI (1.3 KM) WEST FROM THE I-40 UNDERPASS
 DE9237'(EXIT 214), TO THE INTERSECTION WITH SAPP ROAD/SR 1560, AND STATION ON
 DE9237'THE RIGHT/NORTH SIDE OF WENDOVER AVENUE, AND ABOUT 80 FT (24.4 M) EAST
 DE9237'OF THE WEST END OF WENDOVER AVENUE MEDIAN ON EAST SIDE OF SAPP ROAD.
 DE9237'MARK IS ABOUT LEVEL WITH ROAD AT BASE OF MEDIAN AND FLUSH WITH THE
 DE9237'GROUND. LOCATED 6.9 FT (2.1 M) NORTH-NORTHWEST OF THE EDGE OF PAVEMENT
 DE9237'OF WENDOVER AVENUE, 86.2 FT (26.3 M) EAST OF A CATCH BASIN IN LARGE
 DE9237'CURB RADIUS IN NORTHEAST QUADRANT OF INTERSECTION, 59.6 FT (18.2 M)
 DE9237'EAST-NORTHEAST OF A--WENDOVER AVENUE/SAPP ROAD--SIGN, AND 81.2 FT
 DE9237'(24.7 M) EAST-SOUTHEAST OF A POWER POLE AT TOP OF A 5-FOOT BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9484 ***********************************************************************
 DE9484  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9484  DESIGNATION -  216E 201
 DE9484  PID         -  DE9484
 DE9484  STATE/COUNTY-  NC/GUILFORD
 DE9484  USGS QUAD   -  GUILFORD (1994)
 DE9484
 DE9484                         *CURRENT SURVEY CONTROL
 DE9484  ___________________________________________________________________
 DE9484* NAD 83(2007)-  36 03 05.93332(N)    079 54 09.85264(W)     ADJUSTED  
 DE9484* NAVD 88     -       273.78   (meters)     898.2    (feet)  GPS OBS   
 DE9484  ___________________________________________________________________
 DE9484  EPOCH DATE  -        2002.00
 DE9484  X           -     905,144.804 (meters)                     COMP
 DE9484  Y           -  -5,082,860.189 (meters)                     COMP
 DE9484  Z           -   3,732,969.278 (meters)                     COMP
 DE9484  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 DE9484  ELLIP HEIGHT-         242.586 (meters)          (02/10/07) ADJUSTED
 DE9484  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DE9484
 DE9484  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9484  Type    PID    Designation                      North   East  Ellip
 DE9484  -------------------------------------------------------------------
 DE9484  NETWORK DE9484 216E 201                          1.53   1.22   2.08
 DE9484  -------------------------------------------------------------------
 DE9484
 DE9484.The horizontal coordinates were established by GPS observations
 DE9484.and adjusted by the National Geodetic Survey in February 2007.
 DE9484
 DE9484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9484.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9484.The horizontal coordinates are valid at the epoch date displayed above.
 DE9484.The epoch date for horizontal control is a decimal equivalence
 DE9484.of Year/Month/Day.
 DE9484
 DE9484.The orthometric height was determined by GPS observations and a
 DE9484.high-resolution geoid model.
 DE9484.The orthometric height was determined by GPS observations and a
 DE9484.high-resolution geoid model using precise GPS observation and
 DE9484.processing techniques.
 DE9484
 DE9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9484
 DE9484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9484
 DE9484.The ellipsoidal height was determined by GPS observations
 DE9484.and is referenced to NAD 83.
 DE9484
 DE9484.The geoid height was determined by GEOID03.
 DE9484
 DE9484;                    North         East     Units Scale Factor Converg.
 DE9484;SPC NC       -   255,701.190   528,263.810   MT  0.99996993   -0 31 15.7
 DE9484;SPC NC       -   838,912.99  1,733,145.52   sFT  0.99996993   -0 31 15.7
 DE9484;UTM  17      - 3,990,233.992   598,831.069   MT  0.99972035   +0 38 44.9
 DE9484
 DE9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9484!SPC NC       -   0.99996193  x   0.99996993  =   0.99993186
 DE9484!UTM  17      -   0.99996193  x   0.99972035  =   0.99968229
 DE9484
 DE9484:                Primary Azimuth Mark                     Grid Az
 DE9484:SPC NC       -  215E 201                                 180 54 37.6
 DE9484:UTM  17      -  215E 201                                 179 44 37.0
 DE9484
 DE9484|---------------------------------------------------------------------|
 DE9484| PID    Reference Object                     Distance      Geod. Az  |
 DE9484|                                                           dddmmss.s |
 DE9484| DE9483 215E 201                            APPROX. 0.5 KM 1802321.9 |
 DE9484| DE9237 216E 200                            432.368 METERS 3122717.6 |
 DE9484|---------------------------------------------------------------------|
 DE9484
 DE9484                          SUPERSEDED SURVEY CONTROL
 DE9484
 DE9484  NAD 83(2001)-  36 03 05.93359(N)    079 54 09.85244(W) AD(       ) 1
 DE9484  ELLIP H (03/13/03)  242.594  (m)                       GP(       ) 4 2
 DE9484  NAD 83(1986)-  36 03 05.93967(N)    079 54 09.86101(W) AD(       ) 1
 DE9484
 DE9484.Superseded values are not recommended for survey control.
 DE9484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9484.See file dsdata.txt to determine how the superseded data were derived.
 DE9484
 DE9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9883190234(NAD 83)
 DE9484_MARKER: DD = SURVEY DISK
 DE9484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9484_STAMPING: 216E201 1999
 DE9484_MARK LOGO: NC1940
 DE9484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9484+STABILITY: SURFACE MOTION
 DE9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9484+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9484
 DE9484  HISTORY     - Date     Condition        Report By
 DE9484  HISTORY     - 1999     MONUMENTED       NC1940
 DE9484
 DE9484                          STATION DESCRIPTION
 DE9484
 DE9484'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9484'STATION IS ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9484'GREENSBORO GOVERNMENT PLAZA, AND 2.5 MI (4.0 KM) NORTH OF THE
 DE9484'SEDGEFIELD COMMUNITY.
 DE9484'ALONG BRIDFORD PARKWAY, ABOUT 0.4 MI (0.6 KM) SOUTH OF WENDOVER
 DE9484'AVENUE, IN THE WEST SHOULDER OF ROAD AND ABOUT ON LINE WITH THE NORTH
 DE9484'END OF THE CENTURA BANK BUILDING.
 DE9484'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTERLINE OF PARKWAY AND FLUSH
 DE9484'WITH THE GROUND. LOCATED 32.8 FT (10.0 M) WEST OF THE CENTERLINE OF
 DE9484'BRIDFORD PARKWAY, 18.8 FT (5.7 M) NORTH OF THE CENTER OF MANHOLE IN A
 DE9484'BASIN, 90.4 FT (27.6 M) NORTH-NORTHEAST OF THE EAST SIDE OF BANK SIGN,
 DE9484'AND 67.5 FT (20.6 M) SOUTH OF THE SECOND POWER POLE WITH LIGHT NORTH
 DE9484'OF THE BANK DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9238 ***********************************************************************
 DE9238  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9238  DESIGNATION -  216W 200
 DE9238  PID         -  DE9238
 DE9238  STATE/COUNTY-  NC/GUILFORD
 DE9238  USGS QUAD   -  GUILFORD (1994)
 DE9238
 DE9238                         *CURRENT SURVEY CONTROL
 DE9238  ___________________________________________________________________
 DE9238* NAD 83(2007)-  36 03 04.05426(N)    079 54 46.74587(W)     ADJUSTED  
 DE9238* NAVD 88     -       276.33   (meters)     906.6    (feet)  GPS OBS   
 DE9238  ___________________________________________________________________
 DE9238  EPOCH DATE  -        2002.00
 DE9238  X           -     904,241.977 (meters)                     COMP
 DE9238  Y           -  -5,083,057.559 (meters)                     COMP
 DE9238  Z           -   3,732,923.927 (meters)                     COMP
 DE9238  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 DE9238  ELLIP HEIGHT-         245.093 (meters)          (02/10/07) ADJUSTED
 DE9238  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DE9238
 DE9238  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9238  Type    PID    Designation                      North   East  Ellip
 DE9238  -------------------------------------------------------------------
 DE9238  NETWORK DE9238 216W 200                          1.53   1.16   2.06
 DE9238  -------------------------------------------------------------------
 DE9238
 DE9238.The horizontal coordinates were established by GPS observations
 DE9238.and adjusted by the National Geodetic Survey in February 2007.
 DE9238
 DE9238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9238.The horizontal coordinates are valid at the epoch date displayed above.
 DE9238.The epoch date for horizontal control is a decimal equivalence
 DE9238.of Year/Month/Day.
 DE9238
 DE9238.The orthometric height was determined by GPS observations and a
 DE9238.high-resolution geoid model.
 DE9238.The orthometric height was determined by GPS observations and a
 DE9238.high-resolution geoid model using precise GPS observation and
 DE9238.processing techniques.
 DE9238
 DE9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9238
 DE9238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9238
 DE9238.The ellipsoidal height was determined by GPS observations
 DE9238.and is referenced to NAD 83.
 DE9238
 DE9238.The geoid height was determined by GEOID03.
 DE9238
 DE9238;                    North         East     Units Scale Factor Converg.
 DE9238;SPC NC       -   255,651.722   527,339.939   MT  0.99996980   -0 31 37.0
 DE9238;SPC NC       -   838,750.69  1,730,114.45   sFT  0.99996980   -0 31 37.0
 DE9238;UTM  17      - 3,990,165.739   597,908.627   MT  0.99971812   +0 38 23.2
 DE9238
 DE9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9238!SPC NC       -   0.99996153  x   0.99996980  =   0.99993134
 DE9238!UTM  17      -   0.99996153  x   0.99971812  =   0.99967967
 DE9238
 DE9238                          SUPERSEDED SURVEY CONTROL
 DE9238
 DE9238  NAD 83(2001)-  36 03 04.05452(N)    079 54 46.74568(W) AD(       ) 1
 DE9238  ELLIP H (03/13/03)  245.100  (m)                       GP(       ) 4 2
 DE9238  NAD 83(1986)-  36 03 04.06061(N)    079 54 46.75425(W) AD(       ) 1
 DE9238
 DE9238.Superseded values are not recommended for survey control.
 DE9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9238.See file dsdata.txt to determine how the superseded data were derived.
 DE9238
 DE9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9790990166(NAD 83)
 DE9238_MARKER: DD = SURVEY DISK
 DE9238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9238_STAMPING: 216W.200 7/97
 DE9238_MARK LOGO: NC1940
 DE9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9238+STABILITY: SURFACE MOTION
 DE9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9238+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DE9238
 DE9238  HISTORY     - Date     Condition        Report By
 DE9238  HISTORY     - 1997     MONUMENTED       NC1940
 DE9238  HISTORY     - 20031101 GOOD             USPSQD
 DE9238  HISTORY     - 20060221 GOOD             USPSQD
 DE9238
 DE9238                          STATION DESCRIPTION
 DE9238
 DE9238'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9238'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE PIEDMONT
 DE9238'TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF WENDOVER AVENUE
 DE9238'AND VERDUN DRIVE.
 DE9238'ALONG WENDOVER AVENUE FOR 1.3 MI (2.1 KM) WEST FROM THE I-40 UNDERPASS
 DE9238'(EXIT 214), TO THE T-INTERSECTION WITH VERDUN DRIVE, AND THE STATION
 DE9238'IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 DE9238'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF VERDUN DRIVE AND FLUSH WITH
 DE9238'THE GROUND. LOCATED 44.4 FT (13.5 M) EAST-NORTHEAST OF THE CENTERLINE
 DE9238'OF VERDUN DRIVE, 31.4 FT (9.6 M) SOUTH OF THE CENTERLINE OF EASTBOUND
 DE9238'LANES OF WENDOVER AVENUE, 9.1 FT (2.8 M) SOUTH OF GUARD RAIL, 15.0 FT
 DE9238'(4.6 M) EAST-NORTHEAST OF A FIRE HYDRANT, AND 30.3 FT (9.2 M)
 DE9238'NORTH-NORTHEAST OF A POWER POLE.
 DE9238
 DE9238                          STATION RECOVERY (2003)
 DE9238
 DE9238'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 DE9238'RECOVERED IN GOOD CONDITION.
 DE9238
 DE9238                          STATION RECOVERY (2006)
 DE9238
 DE9238'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4432 ***********************************************************************
 FA4432  DESIGNATION -  217 AZ MK
 FA4432  PID         -  FA4432
 FA4432  STATE/COUNTY-  NC/MECKLENBURG
 FA4432  USGS QUAD   -  CORNELIUS (1993)
 FA4432
 FA4432                         *CURRENT SURVEY CONTROL
 FA4432  ___________________________________________________________________
 FA4432* NAD 83(2001)-  35 25 23.54769(N)    080 47 10.42150(W)     NO CHECK  
 FA4432* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 FA4432  ___________________________________________________________________
 FA4432  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 FA4432  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FA4432  HORZ ORDER  -  THIRD
 FA4432
 FA4432.The horizontal coordinates were established by classical geodetic methods
 FA4432.and adjusted by the National Geodetic Survey in August 2005.
 FA4432.No horizontal observational check was made to the station.
 FA4432
 FA4432.The orthometric height was scaled from a topographic map.
 FA4432
 FA4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4432
 FA4432.The geoid height was determined by GEOID03.
 FA4432
 FA4432;                    North         East     Units Scale Factor Converg.
 FA4432;SPC NC       -   187,068.540   447,412.420   MT  0.99987705   -1 01 51.4
 FA4432;SPC NC       -   613,740.70  1,467,885.58   sFT  0.99987705   -1 01 51.4
 FA4432;UTM  17      - 3,919,997.814   519,406.077   MT  0.99960464   +0 07 26.1
 FA4432
 FA4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4432!SPC NC       -   0.99997065  x   0.99987705  =   0.99984770
 FA4432!UTM  17      -   0.99997065  x   0.99960464  =   0.99957530
 FA4432
 FA4432                          SUPERSEDED SURVEY CONTROL
 FA4432
 FA4432  NAD 83(1986)-  35 25 23.56222(N)    080 47 10.43009(W) AD(       ) 3
 FA4432
 FA4432.Superseded values are not recommended for survey control.
 FA4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4432.See file dsdata.txt to determine how the superseded data were derived.
 FA4432
 FA4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1940619998(NAD 83)
 FA4432_MARKER: A = ALUMINUM MARKER
 FA4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4432_SP_SET: CONCRETE POST
 FA4432_STAMPING: 217
 FA4432_MARK LOGO: NC0870
 FA4432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4432+STABILITY: SURFACE MOTION
 FA4432
 FA4432  HISTORY     - Date     Condition        Report By
 FA4432  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4432  HISTORY     - 20000911 SEE DESCRIPTION  NCGS
 FA4432  HISTORY     - 20040317 POOR             USPSQD
 FA4432
 FA4432                          STATION DESCRIPTION
 FA4432
 FA4432'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4432'MARK IS LOCATED IN MECKLENBURG COUNTY, 22.54 KM (14.01 MI) NORTHEAST
 FA4432'OF CHARLOTTE.
 FA4432'MARK REACHED BY FIRST GOING TO GPS STATION M 017. (55.77 FT) TO REACH
 FA4432'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 23)AND S
 FA4432'.R.2136 (GILEAD RD), PROCEED EAST ON S.R.2136 FOR 1.28 KM (0.80 MI) TO
 FA4432'S.R.115.  GO EAST ON S.R.2448 (HUNTERSVILLE-CONCORD) FOR 5.95 KM
 FA4432'(3.70 MI) TO INTERSECTION OF S.R.2426 (ALSO HUNTERSVILLE-CONCORD RD).
 FA4432'PROCEED EAST ON S.R.2426 FOR 1.12 KM (0.70 MI) TO STATION IN SOUTH
 FA4432'RIGHT-OF-WAY OF ROAD.  STATION IS 5.08 M (16.67 FT) SOUTH OF
 FA4432'CENTERLINE OF S.R.2426, 39.92 M (130.97 FT) N80W OF A ROAD SIGN, AND
 FA4432'13.25 M (43.47 FT) N45E OF A UTILITY POLE.
 FA4432'TO REACH THE AZIMUTH MARK FROM GPS STATION M 017, PROCEED WEST ON S
 FA4432'.R.2426 FOR 0.40 KM (0.25 MI) TO THE MARK IN THE NORTH RIGHT-OF-WAY OF
 FA4432'THE ROAD, 0.88 M (2.89 FT) N04W OF EDGE OF PAVEMENT. THE AZIMUTH MARK
 FA4432'IS DUE WEST BY COMPASS AND DISTANCE 498.5 M (1635.50 FT) FROM THE GPS
 FA4432'STATION.  THE AZIMUTH MARK IS STAMPED 217.
 FA4432
 FA4432                          STATION RECOVERY (2000)
 FA4432
 FA4432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4432'THE STATION WAS NOT FOUND.  TWO POWER POLES WITH REFERENCE TAGS ARE
 FA4432'LOCATED IN THE AREA, BUT ARE NOT LISTED IN THE DESCRIPTION.
 FA4432
 FA4432                          STATION RECOVERY (2004)
 FA4432
 FA4432'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4432'CONCRETE MONUMENT WITH DISK INTACT WAS FOUND, DUG UP, ON ITS SIDE ON N
 FA4432'SIDE OF ROAD.  DID NOT HAVE TOOLS TO REMOVE DISK.  MAY GO BACK AT A
 FA4432'LATER DATE AND RETRIEVE.  SHOULD BE CONSIDERED DESTROYED OR A
 FA4432'CANDIDATE FOR RESETTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9475 ***********************************************************************
 DE9475  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9475  DESIGNATION -  217E 200
 DE9475  PID         -  DE9475
 DE9475  STATE/COUNTY-  NC/GUILFORD
 DE9475  USGS QUAD   -  GUILFORD (1994)
 DE9475
 DE9475                         *CURRENT SURVEY CONTROL
 DE9475  ___________________________________________________________________
 DE9475* NAD 83(2007)-  36 03 55.99849(N)    079 54 17.88253(W)     ADJUSTED  
 DE9475* NAVD 88     -       275.82   (meters)     904.9    (feet)  GPS OBS   
 DE9475  ___________________________________________________________________
 DE9475  EPOCH DATE  -        2002.00
 DE9475  X           -     904,787.992 (meters)                     COMP
 DE9475  Y           -  -5,082,002.714 (meters)                     COMP
 DE9475  Z           -   3,734,217.966 (meters)                     COMP
 DE9475  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 DE9475  ELLIP HEIGHT-         244.552 (meters)          (02/10/07) ADJUSTED
 DE9475  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DE9475
 DE9475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9475  Type    PID    Designation                      North   East  Ellip
 DE9475  -------------------------------------------------------------------
 DE9475  NETWORK DE9475 217E 200                          1.20   0.96   1.80
 DE9475  -------------------------------------------------------------------
 DE9475
 DE9475.The horizontal coordinates were established by GPS observations
 DE9475.and adjusted by the National Geodetic Survey in February 2007.
 DE9475
 DE9475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9475.The horizontal coordinates are valid at the epoch date displayed above.
 DE9475.The epoch date for horizontal control is a decimal equivalence
 DE9475.of Year/Month/Day.
 DE9475
 DE9475.The orthometric height was determined by GPS observations and a
 DE9475.high-resolution geoid model.
 DE9475.The orthometric height was determined by GPS observations and a
 DE9475.high-resolution geoid model using precise GPS observation and
 DE9475.processing techniques.
 DE9475
 DE9475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9475
 DE9475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9475
 DE9475.The ellipsoidal height was determined by GPS observations
 DE9475.and is referenced to NAD 83.
 DE9475
 DE9475.The geoid height was determined by GEOID03.
 DE9475
 DE9475;                    North         East     Units Scale Factor Converg.
 DE9475;SPC NC       -   257,246.033   528,076.910   MT  0.99997335   -0 31 20.4
 DE9475;SPC NC       -   843,981.36  1,732,532.33   sFT  0.99997335   -0 31 20.4
 DE9475;UTM  17      - 3,991,774.321   598,612.801   MT  0.99971982   +0 38 41.0
 DE9475
 DE9475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9475!SPC NC       -   0.99996162  x   0.99997335  =   0.99993497
 DE9475!UTM  17      -   0.99996162  x   0.99971982  =   0.99968145
 DE9475
 DE9475|---------------------------------------------------------------------|
 DE9475| PID    Reference Object                     Distance      Geod. Az  |
 DE9475|                                                           dddmmss.s |
 DE9475| FY3647 COCKY                               393.610 METERS 21957     |
 DE9475|---------------------------------------------------------------------|
 DE9475
 DE9475                          SUPERSEDED SURVEY CONTROL
 DE9475
 DE9475  NAD 83(2001)-  36 03 55.99877(N)    079 54 17.88234(W) AD(       ) 1
 DE9475  ELLIP H (03/13/03)  244.558  (m)                       GP(       ) 4 2
 DE9475  NAD 83(1986)-  36 03 56.00470(N)    079 54 17.89118(W) AD(       ) 1
 DE9475
 DE9475.Superseded values are not recommended for survey control.
 DE9475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9475.See file dsdata.txt to determine how the superseded data were derived.
 DE9475
 DE9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9861391774(NAD 83)
 DE9475_MARKER: DD = SURVEY DISK
 DE9475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9475_STAMPING: 217E200 1999
 DE9475_MARK LOGO: NC1940
 DE9475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9475+STABILITY: SURFACE MOTION
 DE9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9475+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9475
 DE9475  HISTORY     - Date     Condition        Report By
 DE9475  HISTORY     - 1999     MONUMENTED       NC1940
 DE9475
 DE9475                          STATION DESCRIPTION
 DE9475
 DE9475'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9475'STATION IS ABOUT 6.3 MI (10.1 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9475'GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) SOUTHWEST OF GUILFORD COLLEGE.
 DE9475'ALONG GUILFORD COLLEGE ROAD, 0.9 MI (1.4 KM) SOUTHWEST OF WEST MARKET
 DE9475'STREET, IN THE SOUTH QUADRANT OF INTERSECTION WITH HYWOOD DRIVE.
 DE9475'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE EDGE OF PAVEMENT AND FLUSH WITH
 DE9475'THE GROUND. LOCATED 21.3 FT (6.5 M) SOUTHEAST OF THE CENTERLINE OF
 DE9475'NORTHBOUND LANES OF ROAD, 38.0 FT (11.6 M) SOUTHWEST OF CENTERLINE OF
 DE9475'HYWOOD DRIVE, 11.6 FT (3.5 M) NORTHEAST OF CATCH BASIN (MANHOLE), 13.7
 DE9475'FT (4.2 M) NORTHWEST OF POWER POLE, 3.8 FT (1.2 M) NORTHWEST OF END OF
 DE9475'CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4433 ***********************************************************************
 FA4433  DESIGNATION -  218 AZ MK
 FA4433  PID         -  FA4433
 FA4433  STATE/COUNTY-  NC/CABARRUS
 FA4433  USGS QUAD   -  CORNELIUS (1993)
 FA4433
 FA4433                         *CURRENT SURVEY CONTROL
 FA4433  ___________________________________________________________________
 FA4433* NAD 83(2001)-  35 24 44.31722(N)    080 45 12.52843(W)     NO CHECK  
 FA4433* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 FA4433  ___________________________________________________________________
 FA4433  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 FA4433  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FA4433  HORZ ORDER  -  THIRD
 FA4433
 FA4433.The horizontal coordinates were established by classical geodetic methods
 FA4433.and adjusted by the National Geodetic Survey in August 2005.
 FA4433.No horizontal observational check was made to the station.
 FA4433
 FA4433.The orthometric height was scaled from a topographic map.
 FA4433
 FA4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4433
 FA4433.The geoid height was determined by GEOID03.
 FA4433
 FA4433;                    North         East     Units Scale Factor Converg.
 FA4433;SPC NC       -   185,806.821   450,364.268   MT  0.99987650   -1 00 43.4
 FA4433;SPC NC       -   609,601.21  1,477,570.10   sFT  0.99987650   -1 00 43.4
 FA4433;UTM  17      - 3,918,796.173   522,381.948   MT  0.99960617   +0 08 34.3
 FA4433
 FA4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4433!SPC NC       -   0.99997111  x   0.99987650  =   0.99984761
 FA4433!UTM  17      -   0.99997111  x   0.99960617  =   0.99957729
 FA4433
 FA4433                          SUPERSEDED SURVEY CONTROL
 FA4433
 FA4433  NAD 83(1986)-  35 24 44.33195(N)    080 45 12.53722(W) AD(       ) 3
 FA4433
 FA4433.Superseded values are not recommended for survey control.
 FA4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4433.See file dsdata.txt to determine how the superseded data were derived.
 FA4433
 FA4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2238218796(NAD 83)
 FA4433_MARKER: DZ = AZIMUTH MARK DISK
 FA4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4433_SP_SET: CONCRETE POST
 FA4433_STAMPING: 218
 FA4433_MARK LOGO: NC0870
 FA4433_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4433+STABILITY: SURFACE MOTION
 FA4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4433+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 FA4433
 FA4433  HISTORY     - Date     Condition        Report By
 FA4433  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4433  HISTORY     - 1988     GOOD             HOBBS
 FA4433  HISTORY     - 20000615 GOOD             NCGS
 FA4433  HISTORY     - 20001202 GOOD             NCGS
 FA4433
 FA4433                          STATION DESCRIPTION
 FA4433
 FA4433'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4433'MARK IS LOCATED IN CABARRUS COUNTY, ABOUT 15 MI (24.14 KM) NORTHEAST
 FA4433'OF CHARLOTTE.
 FA4433'MARK REACHED BY FIRST GOING TO GPS STATION M 018. (59.05 FT) TO REACH
 FA4433'THE STATION FROM THE INTERSECTION OF U.S.21 AND S.R.115, PROCEED
 FA4433'NORTH ON S.R.115 FOR 5.79 KM (3.60 MI) TO THE INTERSECTION OF S
 FA4433'.R.2459 (EAST FIELD RD).  GO NORTHEAST ON S.R.2459 TO
 FA4433'MECKLENBURG-CABARRUS COUNTY LINE.  FROM COUNTY LINE GO NORTHEAST FOR
 FA4433'1.12 KM (0.70 MI) ON S.R.1449 (HARRIS RD)TO STATION IN WEST
 FA4433'RIGHT-OF-WAY.  STATION IS 0.82 M (2.69 FT)  SOUTHEAST OF A BARBWIRE
 FA4433'FENCE, 7.49 M (24.57 FT) NORTHEAST OF A FENCE POST, AND 5.88 M
 FA4433'(19.29 FT) NORTHWEST OF THE CENTERLINE OF S.R.1449.
 FA4433'TO REACH THE AZIMUTH MARK FROM GPS STATION M 018, PROCEED NORTHEAST ON
 FA4433'HARRIS ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE WEST
 FA4433'RIGHT-OF-WAY OF THE ROAD, 1.64 M (5.38 FT) N64E OF THE EDGE OF
 FA4433'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING N 19 E AND DISTANCE
 FA4433'500.03 M (1640.52 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4433'STAMPED 218.
 FA4433
 FA4433                          STATION RECOVERY (1988)
 FA4433
 FA4433'RECOVERY NOTE BY HOBBS AND ASSOCIATES 1988
 FA4433'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTHEAST OF CHARLOTTE AND
 FA4433'5.0 MI (8.0 KM) EAST OF HUNTERSVILLE.
 FA4433'PROCEED ALONG NC HIGHWAY 115-OLD STATESVILLE ROAD FOR 3.6 MI (5.8 KM)
 FA4433'NORTH FROM US HIGHWAY 21 (NORTH OF CHARLOTTE), THENCE NORTHEAST FOR
 FA4433'4.45 MI (7.16 KM) ALONG SR 2459-EAST FIELD ROAD TO THE
 FA4433'MECKLENBURG/CABARRUS COUNTY LINE. AT THIS POINT THE ROAD CHANGES TO SR
 FA4433'1449-HARRIS ROAD. CONTINUE NORTHEAST FOR 0.7 MI (1.1 KM) ALONG SR 1449
 FA4433'TO THE STATION NORTHWEST.
 FA4433'MARK IS ABOUT LEVEL WITH SR 1449 AND RECESSED 2 INCHES BELOW THE
 FA4433'GROUND. LOCATED 14.5 FT (4.4 M) NORTHWEST OF THE CENTERLINE OF SR
 FA4433'1449, 20.5 FT (6.2 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY
 FA4433'AND 41.9 FT (12.8 M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL BESIDE A
 FA4433'POWER POLE, 48.4 FT (14.8 M) NORTH-NORTHWEST OF A 10-INCH PINE TREE,
 FA4433'18.1 FT (5.5 M) EAST OF 8-INCH PINE TREE--ALL THREE WITH REFERENCE
 FA4433'TAGS.
 FA4433
 FA4433                          STATION RECOVERY (2000)
 FA4433
 FA4433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4433'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTHEAST OF CHARLOTTE.
 FA4433'ALONG HARRIS ROAD (SR 1449) FOR 1.0 MI (1.6 KM) NORTH FROM THE
 FA4433'MECKLENBURG-CABARRUS COUNTY LINE, ON THE WEST SIDE OF THE ROAD. MARK
 FA4433'IS ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF SR 1449 AND IS RECESSED 3
 FA4433'INCHES BELOW GROUND. LOCATED 14.5 FT (4.4 M) NORTHWEST OF THE
 FA4433'CENTERLINE OF SR 1449, 19.4 FT (5.9 M) WEST-SOUTHWEST OF THE
 FA4433'CENTERLINE INTERSECTION OF SR 1449 AND A GRAVEL DRIVE, AND 42.9 FT
 FA4433'(13.1 M) NORTHWEST OF A UTILITY POLE, 18.5 FT (5.6 M) EAST-NORTHEAST
 FA4433'OF A 12 INCH PINE, 48.4 FT (14.8 M) NORTH-NORTHWEST OF A 15 INCH
 FA4433'PINE--ALL WITH REFERENCE TAGS.
 FA4433
 FA4433                          STATION RECOVERY (2000)
 FA4433
 FA4433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (PAC)
 FA4433'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTHEAST OF CHARLOTTE AND
 FA4433'5.0 MI (8.0 KM) EAST OF HUNTERSVILLE. PROCEED ALONG NC HIGHWAY 115-OLD
 FA4433'STATESVILLE ROAD FOR 3.6 MI (5.8 KM) NORTH FROM US HIGHWAY 21 (NORTH
 FA4433'OF CHARLOTTE), THENCE NORTHEAST FOR 4.45 MI (7.16 KM) ALONG SR
 FA4433'2459-EAST FIELD ROAD TO THE MECKLENBURG/CABARRUS COUNTY LINE. AT THIS
 FA4433'POINT THE ROAD CHANGES TO SR 1449-HARRIS ROAD. CONTINUE NORTHEAST FOR
 FA4433'0.7 MI (1.1 KM) ALONG SR 1449 TO THE STATION NORTHWEST. MARK IS ABOUT
 FA4433'LEVEL WITH SR 1449 AND RECESSED 2 INCHES BELOW THE GROUND. LOCATED
 FA4433'14.5 FT (4.4 M) NORTHWEST OF THE CENTERLINE OF SR 1449, 20.5 FT (6.2
 FA4433'M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND 41.9 FT (12.8
 FA4433'M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE, 48.4 FT
 FA4433'(14.8 M) NORTH-NORTHWEST OF A 10-INCH PINE TREE, 18.1 FT (5.5 M) EAST
 FA4433'OF 8-INCH PINE TREE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0442 ***********************************************************************
 FB0442  DESIGNATION -  2189
 FB0442  PID         -  FB0442
 FB0442  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0442  USGS QUAD   -  ROSMAN (1990)
 FB0442
 FB0442                         *CURRENT SURVEY CONTROL
 FB0442  ___________________________________________________________________
 FB0442* NAD 83(1986)-  35 08 28.     (N)    082 48 55.     (W)     SCALED    
 FB0442* NAVD 88     -       667.515  (meters)    2190.01   (feet)  ADJUSTED  
 FB0442  ___________________________________________________________________
 FB0442  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB0442  DYNAMIC HT  -         666.786 (meters)    2187.61  (feet)  COMP
 FB0442  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 FB0442
 FB0442  VERT ORDER  -  SECOND    CLASS 0
 FB0442
 FB0442.The horizontal coordinates were scaled from a topographic map and have
 FB0442.an estimated accuracy of +/- 6 seconds.
 FB0442
 FB0442.The orthometric height was determined by differential leveling
 FB0442.and adjusted in June 1991.
 FB0442
 FB0442.The geoid height was determined by GEOID03.
 FB0442
 FB0442.The dynamic height is computed by dividing the NAVD 88
 FB0442.geopotential number by the normal gravity value computed on the
 FB0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0442.degrees latitude (g = 980.6199 gals.).
 FB0442
 FB0442.The modeled gravity was interpolated from observed gravity values.
 FB0442
 FB0442;                    North         East    Units  Estimated Accuracy
 FB0442;SPC NC       -   161,000.      262,040.      MT  (+/- 180 meters Scaled)
 FB0442
 FB0442                          SUPERSEDED SURVEY CONTROL
 FB0442
 FB0442  NGVD 29 (??/??/92)  667.542  (m)         2190.09   (f) ADJ UNCH    2 0
 FB0442
 FB0442.Superseded values are not recommended for survey control.
 FB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0442.See file dsdata.txt to determine how the superseded data were derived.
 FB0442
 FB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU346902(NAD 83)
 FB0442_MARKER: B = BOLT
 FB0442_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0442
 FB0442  HISTORY     - Date     Condition        Report By
 FB0442  HISTORY     - UNK      MONUMENTED       USGS
 FB0442  HISTORY     - 1935     GOOD             NGS
 FB0442
 FB0442                          STATION DESCRIPTION
 FB0442
 FB0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB0442'1/4 MI E FROM ROSMAN.
 FB0442'1/4 MILE EAST ALONG THE SOUTHERN RAILWAY FROM ROSMAN, TRANSYLVANIA
 FB0442'COUNTY, 0.2 MILE EAST OF MILEPOST 31, 120 YARDS EAST OF A ROAD
 FB0442'CROSSING, 23 YARDS WEST OF A WHISTLE POST, AND 2 YARDS NORTH OF
 FB0442'THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK, 3 FEET HIGHER
 FB0442'THAN THE TOP OF THE RAIL.  A 1-INCH COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9474 ***********************************************************************
 DE9474  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9474  DESIGNATION -  218E 200
 DE9474  PID         -  DE9474
 DE9474  STATE/COUNTY-  NC/GUILFORD
 DE9474  USGS QUAD   -  GUILFORD (1994)
 DE9474
 DE9474                         *CURRENT SURVEY CONTROL
 DE9474  ___________________________________________________________________
 DE9474* NAD 83(2007)-  36 04 09.31712(N)    079 54 07.67003(W)     ADJUSTED  
 DE9474* NAVD 88     -       274.99   (meters)     902.2    (feet)  GPS OBS   
 DE9474  ___________________________________________________________________
 DE9474  EPOCH DATE  -        2002.00
 DE9474  X           -     904,997.115 (meters)                     COMP
 DE9474  Y           -  -5,081,719.297 (meters)                     COMP
 DE9474  Z           -   3,734,549.312 (meters)                     COMP
 DE9474  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 DE9474  ELLIP HEIGHT-         243.715 (meters)          (02/10/07) ADJUSTED
 DE9474  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DE9474
 DE9474  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9474  Type    PID    Designation                      North   East  Ellip
 DE9474  -------------------------------------------------------------------
 DE9474  NETWORK DE9474 218E 200                          1.08   0.92   1.61
 DE9474  -------------------------------------------------------------------
 DE9474
 DE9474.The horizontal coordinates were established by GPS observations
 DE9474.and adjusted by the National Geodetic Survey in February 2007.
 DE9474
 DE9474.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9474.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9474.The horizontal coordinates are valid at the epoch date displayed above.
 DE9474.The epoch date for horizontal control is a decimal equivalence
 DE9474.of Year/Month/Day.
 DE9474
 DE9474.The orthometric height was determined by GPS observations and a
 DE9474.high-resolution geoid model.
 DE9474.The orthometric height was determined by GPS observations and a
 DE9474.high-resolution geoid model using precise GPS observation and
 DE9474.processing techniques.
 DE9474
 DE9474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9474
 DE9474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9474
 DE9474.The ellipsoidal height was determined by GPS observations
 DE9474.and is referenced to NAD 83.
 DE9474
 DE9474.The geoid height was determined by GEOID03.
 DE9474
 DE9474;                    North         East     Units Scale Factor Converg.
 DE9474;SPC NC       -   257,654.190   528,336.188   MT  0.99997427   -0 31 14.5
 DE9474;SPC NC       -   845,320.46  1,733,382.98   sFT  0.99997427   -0 31 14.5
 DE9474;UTM  17      - 3,992,187.569   598,863.648   MT  0.99972043   +0 38 47.2
 DE9474
 DE9474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9474!SPC NC       -   0.99996175  x   0.99997427  =   0.99993602
 DE9474!UTM  17      -   0.99996175  x   0.99972043  =   0.99968219
 DE9474
 DE9474:                Primary Azimuth Mark                     Grid Az
 DE9474:SPC NC       -  217E 200                                 212 25 31.3
 DE9474:UTM  17      -  217E 200                                 211 15 29.6
 DE9474
 DE9474|---------------------------------------------------------------------|
 DE9474| PID    Reference Object                     Distance      Geod. Az  |
 DE9474|                                                           dddmmss.s |
 DE9474| DE9475 217E 200                            483.559 METERS 2115416.8 |
 DE9474|---------------------------------------------------------------------|
 DE9474
 DE9474                          SUPERSEDED SURVEY CONTROL
 DE9474
 DE9474  NAD 83(2001)-  36 04 09.31740(N)    079 54 07.66983(W) AD(       ) 1
 DE9474  ELLIP H (03/13/03)  243.722  (m)                       GP(       ) 4 2
 DE9474  NAD 83(1986)-  36 04 09.32334(N)    079 54 07.67869(W) AD(       ) 1
 DE9474
 DE9474.Superseded values are not recommended for survey control.
 DE9474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9474.See file dsdata.txt to determine how the superseded data were derived.
 DE9474
 DE9474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9886492188(NAD 83)
 DE9474_MARKER: DD = SURVEY DISK
 DE9474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9474_STAMPING: 218E200 1999
 DE9474_MARK LOGO: NC1940
 DE9474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9474+STABILITY: SURFACE MOTION
 DE9474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9474+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9474
 DE9474  HISTORY     - Date     Condition        Report By
 DE9474  HISTORY     - 1999     MONUMENTED       NC1940
 DE9474
 DE9474                          STATION DESCRIPTION
 DE9474
 DE9474'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9474'STATION IS ABOUT 6.2 MI (10.0 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9474'GOVERNMENT PLAZA, AND 1.7 MI (2.7 KM) SOUTHWEST OF GUILFORD COLLEGE.
 DE9474'ALONG GUILFORD COLLEGE ROAD, 0.6 MI (1.0 KM) SOUTHWEST OF WEST MARKET
 DE9474'STREET, ON WEST SIDE OF ROAD AT THE GUILFORD PLACE APARTMENTS.
 DE9474'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 1-INCH BELOW
 DE9474'THE GROUND. LOCATED 11.0 FT (3.4 M) NORTHWEST OF THE CENTERLINE OF
 DE9474'ROAD, 19.0 FT (5.8 M) SOUTH-SOUTHEAST OF--GUILFORD PLACE
 DE9474'APARTMENTS--SIGN, 34.2 FT (10.4 M) SOUTHWEST OF CATCH INLET, AND 51.6
 DE9474'FT (15.7 M) EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4434 ***********************************************************************
 FA4434  DESIGNATION -  219 AZ MK
 FA4434  PID         -  FA4434
 FA4434  STATE/COUNTY-  NC/GASTON
 FA4434  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4434
 FA4434                         *CURRENT SURVEY CONTROL
 FA4434  ___________________________________________________________________
 FA4434* NAD 83(2001)-  35 23 49.50498(N)    080 58 35.09517(W)     NO CHECK  
 FA4434* NAVD 88     -       231.7    (meters)     760.     (feet)  VERTCON   
 FA4434  ___________________________________________________________________
 FA4434  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 FA4434  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FA4434  HORZ ORDER  -  THIRD
 FA4434
 FA4434.The horizontal coordinates were established by classical geodetic methods
 FA4434.and adjusted by the National Geodetic Survey in August 2005.
 FA4434.No horizontal observational check was made to the station.
 FA4434
 FA4434.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4434
 FA4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4434
 FA4434.The geoid height was determined by GEOID03.
 FA4434
 FA4434;                    North         East     Units Scale Factor Converg.
 FA4434;SPC NC       -   184,498.448   430,087.985   MT  0.99987580   -1 08 26.6
 FA4434;SPC NC       -   605,308.66  1,411,047.00   sFT  0.99987580   -1 08 26.6
 FA4434;UTM  17      - 3,917,079.951   502,141.692   MT  0.99960006   +0 00 49.2
 FA4434
 FA4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4434!SPC NC       -   0.99996851  x   0.99987580  =   0.99984431
 FA4434!UTM  17      -   0.99996851  x   0.99960006  =   0.99956858
 FA4434
 FA4434                          SUPERSEDED SURVEY CONTROL
 FA4434
 FA4434  NAD 83(1986)-  35 23 49.51893(N)    080 58 35.10219(W) AD(       ) 3
 FA4434  NGVD 29 (08/31/92)  231.9    (m)          761.     (f) GPS OBS     3  
 FA4434
 FA4434.Superseded values are not recommended for survey control.
 FA4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4434.See file dsdata.txt to determine how the superseded data were derived.
 FA4434
 FA4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0214217080(NAD 83)
 FA4434_MARKER: DD = SURVEY DISK
 FA4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4434_SP_SET: CONCRETE POST
 FA4434_STAMPING: 219
 FA4434_MARK LOGO: NC0870
 FA4434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4434+STABILITY: SURFACE MOTION
 FA4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4434+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 FA4434
 FA4434  HISTORY     - Date     Condition        Report By
 FA4434  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4434  HISTORY     - 19890613 GOOD             NCGS
 FA4434  HISTORY     - 20000209 GOOD             USPSQD
 FA4434  HISTORY     - 20060422 GOOD             USPSQD
 FA4434
 FA4434                          STATION DESCRIPTION
 FA4434
 FA4434'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4434'MARK IS LOCATED IN GASTON COUNTY, 22.54 KM (14.01 MI) NORTHWEST OF
 FA4434'CHARLOTTE.
 FA4434'MARK REACHED BY FIRST GOING TO GPS STATION M 019. (62.34 FT) TO REACH
 FA4434'THE STATION FROM THE INTERSECTION OF ROUTE 73 AND S.R. 16, PROCEED
 FA4434'EAST ON ROUTE 73 FOR 1.28 KM (0.80 MI) TO THE INTERSECTION OF S.R.
 FA4434'1396 (KILLIAN ROAD).  GO SOUTH ON S.R. 1396 FOR 5.72 KM (3.55 MI)  TO
 FA4434'THE STATION LOCATED ON THE WEST RIGHT-OF-WAY OF THE ROAD. STATION IS
 FA4434'11.94 M (39.17 FT) N72W OF W.G. KILLIAM MAILBOX, 20.66 M (67.78 FT)
 FA4434'S64W OF A TELEPHONE BOX NO. 22, AND 4.81 M (15.78 FT) N27W OF THE
 FA4434'CENTERLINE OF KILLIAM ROAD.
 FA4434'TO REACH THE AZIMUTH MARK FR0M GPS STATION M 019, PROCEED SOUTH ON
 FA4434'KILLIAM ROAD FOR 0.56 KM (0.35 MI) TO THE MARK IN EAST RIGHT-OF-WAY
 FA4434'OF THE ROAD, 0.91 M (2.99 FT) FROM THE EDGE OF THE PAVEMENT.  THE
 FA4434'AZIMUTH MARK IS COMPASS BEARING S26W AND DISTANCE 582.9 M
 FA4434'(1912.40 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 219.
 FA4434
 FA4434                          STATION RECOVERY (1989)
 FA4434
 FA4434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4434'LOCATED IN THE NORTHEAST CORNER OF GASTON COUNTY.
 FA4434'PROCEED ALONG NC 73 FOR 1.3 KM (0.8 MI) EAST FROM NC 16 (IN THE
 FA4434'SOUTHEAST CORNER OF LINCOLN COUNTY) TO SR 1396 (KILLIAN RD), THENCE
 FA4434'SOUTH ALONG KILLIAM ROAD FOR 5.9 KM (3.7 MI) TO MO19 AZ MK ON RIGHT
 FA4434'ON PROLONGATION OF DRIVE TO W.G. KILLIAN RESIDENCE.
 FA4434'MARK IS STAMPED---219, LOCATED 1.58 M (5.18 FT) WNW OF THE EDGE OF
 FA4434'PAVEMENT.
 FA4434'THIS AZIMUTH MARK IS ON A GRID BEARING OF N 26-33-33 E AND GRID
 FA4434'DISTANCE OF 582.919 M (1912.460 FT) FROM THE STATION MO 019 (SEE
 FA4434'DESCRIPTION THEREOF).
 FA4434
 FA4434                          STATION RECOVERY (2000)
 FA4434
 FA4434'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4434'RECOVERED IN GOOD CONDITION.
 FA4434
 FA4434                          STATION RECOVERY (2006)
 FA4434
 FA4434'RECOVERY NOTE BY US POWER SQUADRON 2006 (DWM)
 FA4434'3 IN BELOW GROUND LEVEL
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9465 ***********************************************************************
 DE9465  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9465  DESIGNATION -  219W 200
 DE9465  PID         -  DE9465
 DE9465  STATE/COUNTY-  NC/GUILFORD
 DE9465  USGS QUAD   -  GUILFORD (1994)
 DE9465
 DE9465                         *CURRENT SURVEY CONTROL
 DE9465  ___________________________________________________________________
 DE9465* NAD 83(2007)-  36 04 31.94486(N)    079 54 46.16460(W)     ADJUSTED  
 DE9465* NAVD 88     -       287.54   (meters)     943.4    (feet)  GPS OBS   
 DE9465  ___________________________________________________________________
 DE9465  EPOCH DATE  -        2002.00
 DE9465  X           -     903,978.551 (meters)                     COMP
 DE9465  Y           -  -5,081,493.708 (meters)                     COMP
 DE9465  Z           -   3,735,120.402 (meters)                     COMP
 DE9465  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 DE9465  ELLIP HEIGHT-         256.191 (meters)          (02/10/07) ADJUSTED
 DE9465  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DE9465
 DE9465  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9465  Type    PID    Designation                      North   East  Ellip
 DE9465  -------------------------------------------------------------------
 DE9465  NETWORK DE9465 219W 200                          1.12   0.86   1.63
 DE9465  -------------------------------------------------------------------
 DE9465
 DE9465.The horizontal coordinates were established by GPS observations
 DE9465.and adjusted by the National Geodetic Survey in February 2007.
 DE9465
 DE9465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9465.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9465.The horizontal coordinates are valid at the epoch date displayed above.
 DE9465.The epoch date for horizontal control is a decimal equivalence
 DE9465.of Year/Month/Day.
 DE9465
 DE9465.The orthometric height was determined by GPS observations and a
 DE9465.high-resolution geoid model.
 DE9465.The orthometric height was determined by GPS observations and a
 DE9465.high-resolution geoid model using precise GPS observation and
 DE9465.processing techniques.
 DE9465
 DE9465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9465
 DE9465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9465
 DE9465.The ellipsoidal height was determined by GPS observations
 DE9465.and is referenced to NAD 83.
 DE9465
 DE9465.The geoid height was determined by GEOID03.
 DE9465
 DE9465;                    North         East     Units Scale Factor Converg.
 DE9465;SPC NC       -   258,360.388   527,379.395   MT  0.99997584   -0 31 36.7
 DE9465;SPC NC       -   847,637.37  1,730,243.90   sFT  0.99997584   -0 31 36.7
 DE9465;UTM  17      - 3,992,873.957   597,892.918   MT  0.99971808   +0 38 24.9
 DE9465
 DE9465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9465!SPC NC       -   0.99995979  x   0.99997584  =   0.99993563
 DE9465!UTM  17      -   0.99995979  x   0.99971808  =   0.99967788
 DE9465
 DE9465:                Primary Azimuth Mark                     Grid Az
 DE9465:SPC NC       -  219W 201                                 359 31 05.7
 DE9465:UTM  17      -  219W 201                                 358 21 04.1
 DE9465
 DE9465|---------------------------------------------------------------------|
 DE9465| PID    Reference Object                     Distance      Geod. Az  |
 DE9465|                                                           dddmmss.s |
 DE9465| DE9466 219W 201                            APPROX. 0.6 KM 3585929.0 |
 DE9465|---------------------------------------------------------------------|
 DE9465
 DE9465                          SUPERSEDED SURVEY CONTROL
 DE9465
 DE9465  NAD 83(2001)-  36 04 31.94515(N)    079 54 46.16441(W) AD(       ) 1
 DE9465  ELLIP H (03/13/03)  256.196  (m)                       GP(       ) 4 2
 DE9465  NAD 83(1986)-  36 04 31.95106(N)    079 54 46.17327(W) AD(       ) 1
 DE9465
 DE9465.Superseded values are not recommended for survey control.
 DE9465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9465.See file dsdata.txt to determine how the superseded data were derived.
 DE9465
 DE9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9789392874(NAD 83)
 DE9465_MARKER: DD = SURVEY DISK
 DE9465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9465_STAMPING: 219W200 1999
 DE9465_MARK LOGO: NC1940
 DE9465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9465+STABILITY: SURFACE MOTION
 DE9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9465+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9465
 DE9465  HISTORY     - Date     Condition        Report By
 DE9465  HISTORY     - 1999     MONUMENTED       NC1940
 DE9465
 DE9465                          STATION DESCRIPTION
 DE9465
 DE9465'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9465'STATION IS ABOUT 6.8 MI (10.9 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9465'GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) SOUTHWEST OF GUILFORD COLLEGE.
 DE9465'ALONG WEST MARKET STREET, 0.4 MI (0.6 KM) WEST OF GUILFORD COLLEGE
 DE9465'ROAD, ON THE SOUTHWEST SIDE OF INTERSECTION WITH STAGE COACH TRAIL.
 DE9465'MARK IS 1 FOOT (0.3 M) HIGHER THAN THE CENTERLINE OF MARKET STREET AND
 DE9465'FLUSH WITH THE GROUND. LOCATED 16.2 FT (4.9 M) SOUTH OF THE CENTERLINE
 DE9465'OF EASTBOUND LANES OF MARKET STREET, OR 2.0 FT (0.6 M) SOUTH OF STREET
 DE9465'CURB, 14.0 FT (4.3 M) WEST OF THE PROLONGATION OF CENTERLINE (YELLOW)
 DE9465'OF STAGE COACH TRAIL, 32.0 FT (9.8 M) NORTH OF THE NORTH RAIL OF
 DE9465'RAILROAD TRACKS, 35.7 FT (10.9 M) NORTHEAST OF THE SOUTHWESTERN METAL
 DE9465'SIGNAL LIGHT POLES, 13.6 FT (4.1 M) NORTHWEST OF BARN DINER THEATER
 DE9465'SIGN, AND 28.43 FT (8.67 M) WEST OF A DOT TRAVERSE DISK
 DE9465'STAMPED---U2524BA BY24-10.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9466 ***********************************************************************
 DE9466  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9466  DESIGNATION -  219W 201
 DE9466  PID         -  DE9466
 DE9466  STATE/COUNTY-  NC/GUILFORD
 DE9466  USGS QUAD   -  GUILFORD (1994)
 DE9466
 DE9466                         *CURRENT SURVEY CONTROL
 DE9466  ___________________________________________________________________
 DE9466* NAD 83(2007)-  36 04 51.88023(N)    079 54 46.59700(W)     ADJUSTED  
 DE9466* NAVD 88     -       283.19   (meters)     929.1    (feet)  GPS OBS   
 DE9466  ___________________________________________________________________
 DE9466  EPOCH DATE  -        2002.00
 DE9466  X           -     903,903.900 (meters)                     COMP
 DE9466  Y           -  -5,081,135.844 (meters)                     COMP
 DE9466  Z           -   3,735,614.449 (meters)                     COMP
 DE9466  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 DE9466  ELLIP HEIGHT-         251.804 (meters)          (02/10/07) ADJUSTED
 DE9466  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DE9466
 DE9466  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9466  Type    PID    Designation                      North   East  Ellip
 DE9466  -------------------------------------------------------------------
 DE9466  NETWORK DE9466 219W 201                          2.80   2.35   4.14
 DE9466  -------------------------------------------------------------------
 DE9466
 DE9466.The horizontal coordinates were established by GPS observations
 DE9466.and adjusted by the National Geodetic Survey in February 2007.
 DE9466
 DE9466.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9466.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9466.The horizontal coordinates are valid at the epoch date displayed above.
 DE9466.The epoch date for horizontal control is a decimal equivalence
 DE9466.of Year/Month/Day.
 DE9466
 DE9466.The orthometric height was determined by GPS observations and a
 DE9466.high-resolution geoid model.
 DE9466.The orthometric height was determined by GPS observations and a
 DE9466.high-resolution geoid model using precise GPS observation and
 DE9466.processing techniques.
 DE9466
 DE9466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9466
 DE9466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9466
 DE9466.The ellipsoidal height was determined by GPS observations
 DE9466.and is referenced to NAD 83.
 DE9466
 DE9466.The geoid height was determined by GEOID03.
 DE9466
 DE9466;                    North         East     Units Scale Factor Converg.
 DE9466;SPC NC       -   258,974.902   527,374.227   MT  0.99997724   -0 31 36.9
 DE9466;SPC NC       -   849,653.49  1,730,226.94   sFT  0.99997724   -0 31 36.9
 DE9466;UTM  17      - 3,993,488.079   597,875.239   MT  0.99971803   +0 38 24.9
 DE9466
 DE9466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9466!SPC NC       -   0.99996048  x   0.99997724  =   0.99993772
 DE9466!UTM  17      -   0.99996048  x   0.99971803  =   0.99967852
 DE9466
 DE9466:                Primary Azimuth Mark                     Grid Az
 DE9466:SPC NC       -  219W 200                                 179 31 05.6
 DE9466:UTM  17      -  219W 200                                 178 21 03.8
 DE9466
 DE9466|---------------------------------------------------------------------|
 DE9466| PID    Reference Object                     Distance      Geod. Az  |
 DE9466|                                                           dddmmss.s |
 DE9466| DE9465 219W 200                            APPROX. 0.6 KM 1785928.7 |
 DE9466|---------------------------------------------------------------------|
 DE9466
 DE9466                          SUPERSEDED SURVEY CONTROL
 DE9466
 DE9466  NAD 83(2001)-  36 04 51.88054(N)    079 54 46.59681(W) AD(       ) 1
 DE9466  ELLIP H (03/13/03)  251.806  (m)                       GP(       ) 4 2
 DE9466  NAD 83(1986)-  36 04 51.88645(N)    079 54 46.60564(W) AD(       ) 1
 DE9466
 DE9466.Superseded values are not recommended for survey control.
 DE9466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9466.See file dsdata.txt to determine how the superseded data were derived.
 DE9466
 DE9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9787593488(NAD 83)
 DE9466_MARKER: DD = SURVEY DISK
 DE9466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9466_STAMPING: 219W201 1999
 DE9466_MARK LOGO: NC1940
 DE9466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9466+STABILITY: SURFACE MOTION
 DE9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9466+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9466
 DE9466  HISTORY     - Date     Condition        Report By
 DE9466  HISTORY     - 1999     MONUMENTED       NC1940
 DE9466
 DE9466                          STATION DESCRIPTION
 DE9466
 DE9466'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9466'STATION IS ABOUT 6.8 MI (10.9 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9466'GOVERNMENT PLAZA, AND 1.7 MI (2.7 KM) WEST-SOUTHWEST OF GUILFORD
 DE9466'COLLEGE.
 DE9466'ALONG STAGE COACH TRAIL, 0.4 MI (0.6 KM) NORTH OF WEST MARKET STREET,
 DE9466'AND NEAR NORTH EDGE OF PRIBA FURNITURE STORE PARKING LOT ON EAST SIDE
 DE9466'OF ROAD.
 DE9466'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9466'LOCATED 18.4 FT (5.6 M) EAST OF THE CENTERLINE OF STAGE COACH TRAIL,
 DE9466'29.8 FT (9.1 M) NORTH OF THE CENTERLINE OF ROAD ENTRANCE INTO PRIBA
 DE9466'FURNITURE AND 7.4 FT (2.3 M) NORTH-NORTHEAST OF NORTH END OF CULVERT
 DE9466'UNDER ENTRANCE, AND 12.7 FT (3.9 M) SOUTH OF NCDOT TRAVERSE STATION
 DE9466'(U2524BA BY27-6) CAP ON A REBAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3686 ***********************************************************************
 EY3686  DESIGNATION -  22 CMP
 EY3686  PID         -  EY3686
 EY3686  STATE/COUNTY-  NC/PAMLICO
 EY3686  USGS QUAD   -  BAYBORO (1983)
 EY3686
 EY3686                         *CURRENT SURVEY CONTROL
 EY3686  ___________________________________________________________________
 EY3686* NAD 83(2001)-  35 11 06.53948(N)    076 46 14.97827(W)     ADJUSTED  
 EY3686* NAVD 88     -         4.007  (meters)      13.15   (feet)  ADJUSTED  
 EY3686  ___________________________________________________________________
 EY3686  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EY3686  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3686  DYNAMIC HT  -           4.003 (meters)      13.13  (feet)  COMP
 EY3686  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 EY3686
 EY3686  HORZ ORDER  -  THIRD
 EY3686  VERT ORDER  -  SECOND    CLASS II
 EY3686
 EY3686.The horizontal coordinates were established by classical geodetic methods
 EY3686.and adjusted by the National Geodetic Survey in August 2005.
 EY3686
 EY3686.The orthometric height was determined by differential leveling
 EY3686.and adjusted in June 1998.
 EY3686
 EY3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3686
 EY3686.The geoid height was determined by GEOID03.
 EY3686
 EY3686.The dynamic height is computed by dividing the NAVD 88
 EY3686.geopotential number by the normal gravity value computed on the
 EY3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3686.degrees latitude (g = 980.6199 gals.).
 EY3686
 EY3686.The modeled gravity was interpolated from observed gravity values.
 EY3686
 EY3686;                    North         East     Units Scale Factor Converg.
 EY3686;SPC NC       -   161,480.336   812,596.078   MT  0.99987326   +1 17 11.8
 EY3686;SPC NC       -   529,790.07  2,665,992.30   sFT  0.99987326   +1 17 11.8
 EY3686;UTM  18      - 3,895,011.787   338,765.213   MT  0.99992039   -1 01 14.2
 EY3686
 EY3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3686!SPC NC       -   1.00000523  x   0.99987326  =   0.99987849
 EY3686!UTM  18      -   1.00000523  x   0.99992039  =   0.99992562
 EY3686
 EY3686:                Primary Azimuth Mark                     Grid Az
 EY3686:SPC NC       -  IDALIA 12                                174 55 26.7
 EY3686:UTM  18      -  IDALIA 12                                177 13 52.7
 EY3686
 EY3686|---------------------------------------------------------------------|
 EY3686| PID    Reference Object                     Distance      Geod. Az  |
 EY3686|                                                           dddmmss.s |
 EY3686| EY3684 IDALIA 12                           APPROX. 1.6 KM 1761238.5 |
 EY3686|---------------------------------------------------------------------|
 EY3686
 EY3686                          SUPERSEDED SURVEY CONTROL
 EY3686
 EY3686  NAD 83(1986)-  35 11 06.55726(N)    076 46 14.98570(W) AD(       ) 3
 EY3686  NAD 27      -  35 11 05.92845(N)    076 46 16.22607(W) AD(       ) 3
 EY3686  NGVD 29 (07/19/86)    5.01   (m)           16.4    (f) LEVELING    3  
 EY3686
 EY3686.Superseded values are not recommended for survey control.
 EY3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3686.See file dsdata.txt to determine how the superseded data were derived.
 EY3686
 EY3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3876595012(NAD 83)
 EY3686_MARKER: DD = SURVEY DISK
 EY3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3686_STAMPING: 22 CMP 1964 16 ET
 EY3686_MARK LOGO: USGS  
 EY3686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3686+STABILITY: SURFACE MOTION
 EY3686
 EY3686  HISTORY     - Date     Condition        Report By
 EY3686  HISTORY     - 1964     MONUMENTED       USGS
 EY3686  HISTORY     - 19960513 GOOD             NCGS
 EY3686
 EY3686                          STATION DESCRIPTION
 EY3686
 EY3686'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3686'BAYBORO, 4.3 MI N. OF, ALONG COUNTY ROAD 1002, 26 FT E. OF, AND LEVEL
 EY3686'WITH CENTERLINE OF RD. OPPOSITE, IN CONCRETE POST, STANDARD TABLET
 EY3686'STAMPED---22 CMP 1964 16 ET---.
 EY3686
 EY3686                          STATION RECOVERY (1996)
 EY3686
 EY3686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY3686'RECOVERED AS DESCRIBED. MARK IS ABOUT 1.35 MI (2.17 KM) SOUTH OF THE
 EY3686'COUNTY LINE. LOCATED 26.2 FT (8.0 M) EAST OF THE CENTERLINE OF SR
 EY3686'1002, AND 14.0 FT (4.3 M) SOUTHWEST OF A 7-INCH MAPLE WITH A REFERENCE
 EY3686'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3788 ***********************************************************************
 FB3788  DESIGNATION -  22 EG 3
 FB3788  PID         -  FB3788
 FB3788  STATE/COUNTY-  NC/MITCHELL
 FB3788  USGS QUAD   -  SPRUCE PINE (1994)
 FB3788
 FB3788                         *CURRENT SURVEY CONTROL
 FB3788  ___________________________________________________________________
 FB3788* NAD 83(2001)-  35 54 39.79096(N)    082 04 14.13892(W)     NO CHECK  
 FB3788* NAVD 88     -       808.11   (+/-2cm)    2651.3    (feet)  VERTCON   
 FB3788  ___________________________________________________________________
 FB3788  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FB3788  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB3788  HORZ ORDER  -  SECOND
 FB3788  VERT ORDER  -  THIRD ? (See Below)
 FB3788
 FB3788.The horizontal coordinates were established by classical geodetic methods
 FB3788.and adjusted by the National Geodetic Survey in August 2005.
 FB3788.No horizontal observational check was made to the station.
 FB3788
 FB3788.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3788.The vertical order pertains to the NGVD 29 superseded value.
 FB3788
 FB3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3788
 FB3788.The geoid height was determined by GEOID03.
 FB3788
 FB3788;                    North         East     Units Scale Factor Converg.
 FB3788;SPC NC       -   244,017.847   332,495.758   MT  0.99993868   -1 46 20.1
 FB3788;SPC NC       -   800,581.89  1,090,863.17   sFT  0.99993868   -1 46 20.1
 FB3788;UTM  17      - 3,974,612.390   403,399.889   MT  0.99971498   -0 37 40.7
 FB3788
 FB3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3788!SPC NC       -   0.99987802  x   0.99993868  =   0.99981671
 FB3788!UTM  17      -   0.99987802  x   0.99971498  =   0.99959304
 FB3788
 FB3788                          SUPERSEDED SURVEY CONTROL
 FB3788
 FB3788  NAD 83(1995)-  35 54 39.79150(N)    082 04 14.13808(W) AD(       ) 2
 FB3788  NAD 83(1986)-  35 54 39.79992(N)    082 04 14.14334(W) AD(       ) 2
 FB3788  NGVD 29 (02/22/93)  808.16   (m)         2651.4    (f) LEVELING    3  
 FB3788
 FB3788.Superseded values are not recommended for survey control.
 FB3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3788.See file dsdata.txt to determine how the superseded data were derived.
 FB3788
 FB3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0340074612(NAD 83)
 FB3788_MARKER: DD = SURVEY DISK
 FB3788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB3788_SP_SET: CONCRETE RETAINING WALL
 FB3788_STAMPING: 22 EG 3 1969
 FB3788_MARK LOGO: NCSHC 
 FB3788_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3788+STABILITY: SURFACE MOTION
 FB3788
 FB3788  HISTORY     - Date     Condition        Report By
 FB3788  HISTORY     - 1969     MONUMENTED       NCDOT
 FB3788  HISTORY     - 19820101 GOOD             NCGS
 FB3788
 FB3788                          STATION DESCRIPTION
 FB3788
 FB3788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3788'DESCRIPTION BY NCDOT IN 1969.
 FB3788'STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF SPRUCE PINE, ON NC 226.
 FB3788'TO REACH STATION FROM THE POST OFFICE IN SPRUCE PINE, GO WEST ALONG
 FB3788'U.S. 19E FOR 0.95 MILE TO THE INTERSECTION OF NC 226, TURN LEFT AT
 FB3788'BRIDGE AND PROCEED SOUTH ALONG NC 226 FOR 0.55 MILE TO A ONE STORY
 FB3788'FRAME DWELLING ON THE RIGHT. THE STATION IS LOCATED ON THE TOP OF A
 FB3788'CONCRETE RETAINING WALL ON THE NORTH SIDE OF A DRIVE, 45 FEET WEST OF
 FB3788'THE CENTERLINE OF NC 226, AND 150 FEET SOUTHWEST OF THE INTERSECTION
 FB3788'OF NC 226 AND A CROSS STREET. THE STATION IS A DISK SET IN A CONCRETE
 FB3788'RETAINING WALL FLUSH WITH GROUND.
 FB3788'LOCATED 14.78 FT NORTHEAST OF A CHISELED-X-ON A WALL, 23.54 FEET
 FB3788'WEST-SOUTHWEST OF A CHISELED-X-ON THE CENTER OF A WALK, AND 23.07 FEET
 FB3788'WEST-NORTHWEST OF THE TOP OF A 1-INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4548 ***********************************************************************
 AE4548  DESIGNATION -  22 JAS
 AE4548  PID         -  AE4548
 AE4548  STATE/COUNTY-  NC/ROWAN
 AE4548  USGS QUAD   -  CLEVELAND (1988)
 AE4548
 AE4548                         *CURRENT SURVEY CONTROL
 AE4548  ___________________________________________________________________
 AE4548* NAD 83(2007)-  35 38 07.50981(N)    080 40 12.21026(W)     ADJUSTED  
 AE4548* NAVD 88     -       248.464  (meters)     815.17   (feet)  ADJUSTED  
 AE4548  ___________________________________________________________________
 AE4548  EPOCH DATE  -        2002.00
 AE4548  X           -     841,375.642 (meters)                     COMP
 AE4548  Y           -  -5,121,192.363 (meters)                     COMP
 AE4548  Z           -   3,695,516.160 (meters)                     COMP
 AE4548  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 AE4548  ELLIP HEIGHT-         217.094 (meters)          (02/10/07) ADJUSTED
 AE4548  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 AE4548  DYNAMIC HT  -         248.239 (meters)     814.43  (feet)  COMP
 AE4548
 AE4548  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4548  Type    PID    Designation                      North   East  Ellip
 AE4548  -------------------------------------------------------------------
 AE4548  NETWORK AE4548 22 JAS                            1.06   0.71   1.27
 AE4548  -------------------------------------------------------------------
 AE4548  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 AE4548
 AE4548  VERT ORDER  -  SECOND    CLASS II
 AE4548
 AE4548.The horizontal coordinates were established by GPS observations
 AE4548.and adjusted by the National Geodetic Survey in February 2007.
 AE4548
 AE4548.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4548.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4548.The horizontal coordinates are valid at the epoch date displayed above.
 AE4548.The epoch date for horizontal control is a decimal equivalence
 AE4548.of Year/Month/Day.
 AE4548
 AE4548.The orthometric height was determined by differential leveling
 AE4548.and adjusted in December 2004.
 AE4548.No vertical observational check was made to the station.
 AE4548
 AE4548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4548
 AE4548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4548
 AE4548.The ellipsoidal height was determined by GPS observations
 AE4548.and is referenced to NAD 83.
 AE4548
 AE4548.The geoid height was determined by GEOID03.
 AE4548
 AE4548.The dynamic height is computed by dividing the NAVD 88
 AE4548.geopotential number by the normal gravity value computed on the
 AE4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4548.degrees latitude (g = 980.6199 gals.).
 AE4548
 AE4548.The modeled gravity was interpolated from observed gravity values.
 AE4548
 AE4548;                    North         East     Units Scale Factor Converg.
 AE4548;SPC NC       -   210,423.821   458,355.601   MT  0.99989494   -0 57 50.1
 AE4548;SPC NC       -   690,365.49  1,503,788.33   sFT  0.99989494   -0 57 50.1
 AE4548;UTM  17      - 3,943,562.478   529,873.173   MT  0.99961100   +0 11 32.0
 AE4548
 AE4548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4548!SPC NC       -   0.99996593  x   0.99989494  =   0.99986087
 AE4548!UTM  17      -   0.99996593  x   0.99961100  =   0.99957694
 AE4548
 AE4548:                Primary Azimuth Mark                     Grid Az
 AE4548:SPC NC       -  WEAST                                    252 03 15.6
 AE4548:UTM  17      -  WEAST                                    250 53 53.5
 AE4548
 AE4548|---------------------------------------------------------------------|
 AE4548| PID    Reference Object                     Distance      Geod. Az  |
 AE4548|                                                           dddmmss.s |
 AE4548| AE4488 WEAST                               413.620 METERS 2510525.5 |
 AE4548|---------------------------------------------------------------------|
 AE4548
 AE4548                          SUPERSEDED SURVEY CONTROL
 AE4548
 AE4548  NAD 83(2001)-  35 38 07.51003(N)    080 40 12.20994(W) AD(       ) 1
 AE4548  ELLIP H (03/13/03)  217.091  (m)                       GP(       ) 4 2
 AE4548  NAD 83(1986)-  35 38 07.52054(N)    080 40 12.21629(W) AD(       ) 1
 AE4548  NGVD 29 (11/20/97)  248.69   (m)          815.9    (f) LEVELING    3  
 AE4548
 AE4548.Superseded values are not recommended for survey control.
 AE4548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4548.See file dsdata.txt to determine how the superseded data were derived.
 AE4548
 AE4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2987343562(NAD 83)
 AE4548_MARKER: DB = BENCH MARK DISK
 AE4548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4548_SP_SET: HEADWALL
 AE4548_STAMPING: 22 JAS 1966 816
 AE4548_MARK LOGO: USGS  
 AE4548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4548+STABILITY: SURFACE MOTION
 AE4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4548+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AE4548
 AE4548  HISTORY     - Date     Condition        Report By
 AE4548  HISTORY     - 1966     MONUMENTED       USGS
 AE4548  HISTORY     - 19900226 GOOD             NCGS
 AE4548  HISTORY     - 20010529 GOOD             NCGS
 AE4548
 AE4548                          STATION DESCRIPTION
 AE4548
 AE4548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4548'STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) WEST OF SALISBURY AND 2.0
 AE4548'MI (3.2 KM) WEST-SOUTHWEST OF MILLBRIDGE. ALONG NC 150 FOR 5.65 MI
 AE4548'(9.09 KM) EAST FROM THE IREDELL-ROWAN COUNTY LINE, ON THE NORTH SIDE
 AE4548'OF NC 150 IN THE WEST END OF A CONCRETE HEADWALL, OR 0.05 MI (0.08 KM)
 AE4548'WEST OF SR 1768 (SLOAN ROAD). MARK IS ABOUT 4 FEET LOWER THAN THE
 AE4548'ROAD. LOCATED 19.7 FT (6.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF NC
 AE4548'150, 11.32 FT (3.45 M) EAST-NORTHEAST OF THE EAST END OF A CULVERT,
 AE4548'0.7 FT (0.2 M) EAST-NORTHEAST OF THE WEST END OF THE HEADWALL, AND
 AE4548'57.91 FT (17.65 M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AE4548
 AE4548                          STATION RECOVERY (2001)
 AE4548
 AE4548'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AE4548'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2640 ***********************************************************************
 AH2640  DESIGNATION -  22 JAS
 AH2640  PID         -  AH2640
 AH2640  STATE/COUNTY-  NC/CATAWBA
 AH2640  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2640
 AH2640                         *CURRENT SURVEY CONTROL
 AH2640  ___________________________________________________________________
 AH2640* NAD 83(2001)-  35 35 22.47432(N)    080 58 34.61130(W)     ADJUSTED  
 AH2640* NAVD 88     -       255.94   (+/-2cm)     839.7    (feet)  VERTCON   
 AH2640  ___________________________________________________________________
 AH2640  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AH2640  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AH2640  HORZ ORDER  -  THIRD
 AH2640  VERT ORDER  -  THIRD ? (See Below)
 AH2640
 AH2640.The horizontal coordinates were established by classical geodetic methods
 AH2640.and adjusted by the National Geodetic Survey in August 2005.
 AH2640
 AH2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2640.The vertical order pertains to the NGVD 29 superseded value.
 AH2640
 AH2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2640
 AH2640.The geoid height was determined by GEOID03.
 AH2640
 AH2640;                    North         East     Units Scale Factor Converg.
 AH2640;SPC NC       -   205,848.312   430,525.288   MT  0.99988992   -1 08 26.3
 AH2640;SPC NC       -   675,354.00  1,412,481.72   sFT  0.99988992   -1 08 26.3
 AH2640;UTM  17      - 3,938,428.272   502,148.766   MT  0.99960006   +0 00 49.7
 AH2640
 AH2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2640!SPC NC       -   0.99996478  x   0.99988992  =   0.99985470
 AH2640!UTM  17      -   0.99996478  x   0.99960006  =   0.99956485
 AH2640
 AH2640                          SUPERSEDED SURVEY CONTROL
 AH2640
 AH2640  NAD 83(1986)-  35 35 22.48632(N)    080 58 34.61705(W) AD(       ) 4
 AH2640  NGVD 29 (08/11/98)  256.16   (m)          840.4    (f) LEVELING    3  
 AH2640
 AH2640.Superseded values are not recommended for survey control.
 AH2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2640.See file dsdata.txt to determine how the superseded data were derived.
 AH2640
 AH2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0214938428(NAD 83)
 AH2640_MARKER: DB = BENCH MARK DISK
 AH2640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2640_SP_SET: CULVERT
 AH2640_STAMPING: 22 JAS 1965 841
 AH2640_MARK LOGO: USGS  
 AH2640_PROJECTION: FLUSH
 AH2640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2640+STABILITY: SURFACE MOTION
 AH2640
 AH2640  HISTORY     - Date     Condition        Report By
 AH2640  HISTORY     - 1965     MONUMENTED       USGS
 AH2640  HISTORY     - 19860101 GOOD             NCGS
 AH2640  HISTORY     - 19971215 SEE DESCRIPTION  NCGS
 AH2640  HISTORY     - 20000325 MARK NOT FOUND   USPSQD
 AH2640  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 AH2640
 AH2640                          STATION DESCRIPTION
 AH2640
 AH2640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2640'STATION IS LOCATED ABOUT 0.2 KM (0.1 MI) NORTHEAST OF TERRELL. ALONG
 AH2640'NC 150 FOR 0.2 KM (0.1 MI) NORTHEAST FROM THE POST OFFICE (IN
 AH2640'TERRELL). MARK IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF
 AH2640'AN L-SHAPED CATCH BASIN CULVERT, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 AH2640'LOCATED 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF NC 150.
 AH2640
 AH2640                          STATION RECOVERY (1997)
 AH2640
 AH2640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2640'STATION NOT FOUND. FOUND EFFLUENT END OF CULVERT ON NORTH SIDE OF NC
 AH2640'150 BUT INFLUENT END AND HEADWALL ARE IN FRONT YARD OF PRIVATE
 AH2640'RESIDENCE AND HAS BEEN COVERED AND SEEDED.
 AH2640
 AH2640                          STATION RECOVERY (2000)
 AH2640
 AH2640'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2640'MARK NOT FOUND.
 AH2640
 AH2640                          STATION RECOVERY (2002)
 AH2640
 AH2640'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AH2640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6256 ***********************************************************************
 AI6256  DESIGNATION -  22 LB 1
 AI6256  PID         -  AI6256
 AI6256  STATE/COUNTY-  NC/HYDE
 AI6256  USGS QUAD   -  OCRACOKE (1983)
 AI6256
 AI6256                         *CURRENT SURVEY CONTROL
 AI6256  ___________________________________________________________________
 AI6256* NAD 83(1986)-  35 05 56.     (N)    075 58 10.     (W)     SCALED    
 AI6256* NAVD 88     -         1.044  (meters)       3.43   (feet)  ADJUSTED  
 AI6256  ___________________________________________________________________
 AI6256  GEOID HEIGHT-         -38.34  (meters)                     GEOID03
 AI6256  DYNAMIC HT  -           1.043 (meters)       3.42  (feet)  COMP
 AI6256  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 AI6256
 AI6256  VERT ORDER  -  SECOND    CLASS I
 AI6256
 AI6256.The horizontal coordinates were scaled from a topographic map and have
 AI6256.an estimated accuracy of +/- 6 seconds.
 AI6256
 AI6256.The orthometric height was determined by differential leveling
 AI6256.and adjusted in August 2000.
 AI6256.No vertical observational check was made to the station.
 AI6256
 AI6256.The geoid height was determined by GEOID03.
 AI6256
 AI6256.The dynamic height is computed by dividing the NAVD 88
 AI6256.geopotential number by the normal gravity value computed on the
 AI6256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6256.degrees latitude (g = 980.6199 gals.).
 AI6256
 AI6256.The modeled gravity was interpolated from observed gravity values.
 AI6256
 AI6256;                    North         East    Units  Estimated Accuracy
 AI6256;SPC NC       -   153,850.      885,850.      MT  (+/- 180 meters Scaled)
 AI6256
 AI6256                          SUPERSEDED SURVEY CONTROL
 AI6256
 AI6256.No superseded survey control is available for this station.
 AI6256
 AI6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD116844(NAD 83)
 AI6256_MARKER: DD = SURVEY DISK
 AI6256_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI6256_STAMPING: 22 LB 1 4.265 1976
 AI6256_MARK LOGO: NCSHC 
 AI6256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6256+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 AI6256
 AI6256  HISTORY     - Date     Condition        Report By
 AI6256  HISTORY     - 1976     MONUMENTED       NCSHC
 AI6256  HISTORY     - 19961211 GOOD             NCGS
 AI6256  HISTORY     - 20021217 GOOD             USPSQD
 AI6256  HISTORY     - 20060620 GOOD             USPSQD
 AI6256
 AI6256                          STATION DESCRIPTION
 AI6256
 AI6256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AI6256'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF PORTSMOUTH AND
 AI6256'1.35 MI (2.17 KM) SOUTHEAST OF OCRACOKE AT THE AIRPORT. ALONG NC 12
 AI6256'FOR 1.45 MI (2.33 KM) EAST FROM THE POST OFFICE IN OCRACOKE TO
 AI6256'OCRACOKE AIRPORT ROAD THENCE SOUTH ALONG ENTRANCE ROAD TO RAMP, CROSS
 AI6256'RAMP AND PROCEED TO THE SOUTHWEST END OF THE RUNWAY AND STATION AT THE
 AI6256'CENTERLINE 1-FOOT FROM EDGE OF PAVEMENT. MARK IS RECESSED 5-INCHES.
 AI6256'LOCATED 1.0 FT (0.3 M) SOUTHWEST OF THE SOUTHWEST END OF RUNWAY AT
 AI6256'CENTERLINE, 28.3 FT (8.6 M) NORTHWEST OF A RAIL ROAD SPIKE IN THE
 AI6256'SOUTHEAST CORNER OF RUNWAY, 28.6 FT (8.7 M) SOUTHEAST OF A RAIL ROAD
 AI6256'SPIKE IN THE NORTHWEST CORNER OF RUNWAY, AND 99.1 FT (30.2 M)
 AI6256'SOUTHWEST OF STATION OCRAPORT AZ MK.
 AI6256
 AI6256                          STATION RECOVERY (2002)
 AI6256
 AI6256'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 AI6256'RECOVERED IN GOOD CONDITION.
 AI6256
 AI6256                          STATION RECOVERY (2006)
 AI6256
 AI6256'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 AI6256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6257 ***********************************************************************
 AI6257  DESIGNATION -  22 LB 2
 AI6257  PID         -  AI6257
 AI6257  STATE/COUNTY-  NC/HYDE
 AI6257  USGS QUAD   -  OCRACOKE (1983)
 AI6257
 AI6257                         *CURRENT SURVEY CONTROL
 AI6257  ___________________________________________________________________
 AI6257* NAD 83(1986)-  35 06 15.     (N)    075 57 43.     (W)     SCALED    
 AI6257* NAVD 88     -         1.099  (meters)       3.61   (feet)  ADJUSTED  
 AI6257  ___________________________________________________________________
 AI6257  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 AI6257  DYNAMIC HT  -           1.098 (meters)       3.60  (feet)  COMP
 AI6257  MODELED GRAV-     979,738.4   (mgal)                       NAVD 88
 AI6257
 AI6257  VERT ORDER  -  SECOND    CLASS I
 AI6257
 AI6257.The horizontal coordinates were scaled from a topographic map and have
 AI6257.an estimated accuracy of +/- 6 seconds.
 AI6257
 AI6257.The orthometric height was determined by differential leveling
 AI6257.and adjusted in August 2000.
 AI6257.No vertical observational check was made to the station.
 AI6257
 AI6257.The geoid height was determined by GEOID03.
 AI6257
 AI6257.The dynamic height is computed by dividing the NAVD 88
 AI6257.geopotential number by the normal gravity value computed on the
 AI6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6257.degrees latitude (g = 980.6199 gals.).
 AI6257
 AI6257.The modeled gravity was interpolated from observed gravity values.
 AI6257
 AI6257;                    North         East    Units  Estimated Accuracy
 AI6257;SPC NC       -   154,460.      886,510.      MT  (+/- 180 meters Scaled)
 AI6257
 AI6257                          SUPERSEDED SURVEY CONTROL
 AI6257
 AI6257.No superseded survey control is available for this station.
 AI6257
 AI6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD123850(NAD 83)
 AI6257_MARKER: DD = SURVEY DISK
 AI6257_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI6257_STAMPING: 22 LB 2 4.454 1976
 AI6257_MARK LOGO: NCSHC 
 AI6257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6257+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 AI6257
 AI6257  HISTORY     - Date     Condition        Report By
 AI6257  HISTORY     - 1976     MONUMENTED       NCSHC
 AI6257  HISTORY     - 19961211 GOOD             NCGS
 AI6257  HISTORY     - 20021217 GOOD             USPSQD
 AI6257  HISTORY     - 20060620 GOOD             USPSQD
 AI6257
 AI6257                          STATION DESCRIPTION
 AI6257
 AI6257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AI6257'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHEAST OF PORTSMOUTH AND
 AI6257'1.3 MI (2.1 KM) SOUTHEAST OF OCRACOKE, AT THE AIRPORT. ALONG NC-12 FOR
 AI6257'1.45 MI (2.33 KM) EAST FROM THE POST OFFICE IN OCRACOKE TO THE
 AI6257'OCRACOKE AIRPORT ROAD THENCE SOUTH ALONG ENTRANCE ROAD TO RAMP,
 AI6257'PROCEED TO NORTHEAST END OF RUNWAY AND STATION 0.5-FT OFF THE EDGE OF
 AI6257'PAVEMENT CENTERLINE END. MARK IS RECESSED 3-INCHES BELOW THE GROUND.
 AI6257'LOCATED 31.1 FT (9.5 M) SOUTHEAST OF A RAIL ROAD SPIKE IN THE
 AI6257'NORTHWEST CORNER OF THE RUNWAY, 29.0 FT (8.8 M) NORTHWEST OF A
 AI6257'RAILROAD SPIKE IN THE SOUTHEAST CORNER OF THE RUNWAY, AND 84.1 FT
 AI6257'(25.6 M) EAST OF STATION OCRAPORT.
 AI6257
 AI6257                          STATION RECOVERY (2002)
 AI6257
 AI6257'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 AI6257'RECOVERED IN GOOD CONDITION.
 AI6257
 AI6257                          STATION RECOVERY (2006)
 AI6257
 AI6257'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 AI6257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1996 ***********************************************************************
 EY1996  DESIGNATION -  22 MEA
 EY1996  PID         -  EY1996
 EY1996  STATE/COUNTY-  NC/PITT
 EY1996  USGS QUAD   -  AYDEN (1982)
 EY1996
 EY1996                         *CURRENT SURVEY CONTROL
 EY1996  ___________________________________________________________________
 EY1996* NAD 83(1986)-  35 28 17.     (N)    077 23 05.     (W)     SCALED    
 EY1996* NAVD 88     -        20.360  (meters)      66.80   (feet)  ADJUSTED  
 EY1996  ___________________________________________________________________
 EY1996  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EY1996  DYNAMIC HT  -          20.342 (meters)      66.74  (feet)  COMP
 EY1996  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 EY1996
 EY1996  VERT ORDER  -  SECOND    CLASS II
 EY1996
 EY1996.The horizontal coordinates were scaled from a topographic map and have
 EY1996.an estimated accuracy of +/- 6 seconds.
 EY1996
 EY1996.The orthometric height was determined by differential leveling
 EY1996.and adjusted in June 1991.
 EY1996
 EY1996.The geoid height was determined by GEOID03.
 EY1996
 EY1996.The dynamic height is computed by dividing the NAVD 88
 EY1996.geopotential number by the normal gravity value computed on the
 EY1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1996.degrees latitude (g = 980.6199 gals.).
 EY1996
 EY1996.The modeled gravity was interpolated from observed gravity values.
 EY1996
 EY1996;                    North         East    Units  Estimated Accuracy
 EY1996;SPC NC       -   192,150.      756,180.      MT  (+/- 180 meters Scaled)
 EY1996
 EY1996                          SUPERSEDED SURVEY CONTROL
 EY1996
 EY1996.No superseded survey control is available for this station.
 EY1996
 EY1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE836279(NAD 83)
 EY1996_MARKER: DB = BENCH MARK DISK
 EY1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1996_SP_SET: CONCRETE POST
 EY1996_STAMPING: 22 MEA 1978 68 FT
 EY1996_MARK LOGO: USGS  
 EY1996_PROJECTION: FLUSH
 EY1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1996+STABILITY: SURFACE MOTION
 EY1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1996+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY1996
 EY1996  HISTORY     - Date     Condition        Report By
 EY1996  HISTORY     - 1978     MONUMENTED       USGS
 EY1996  HISTORY     - 1981     GOOD             NCGS
 EY1996  HISTORY     - 19890715 MARK NOT FOUND   USPSQD
 EY1996  HISTORY     - 20040314 GOOD             USPSQD
 EY1996
 EY1996                          STATION DESCRIPTION
 EY1996
 EY1996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1996'1.8 MI EAST FROM AYDEN.
 EY1996'1.8 MILES EAST ALONG NC 102 FROM THE RAILROAD CROSSING IN AYDEN, AT
 EY1996'THE INTERSECTION WITH SR 1723, IN THE SOUTHEAST QUADRANT, 71.0 FEET
 EY1996'SOUTHEAST OF INTERSECTION OF CENTERLINE, 48.0 FEET SOUTH OF CENTERLINE
 EY1996'OF HIGHWAY, 66.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, 1.0 FEET NORTH
 EY1996'OF RIGHT-OF-WAY MARKER, 2.0 FEET NORTHWEST OF NORTH POST OF AYDEN
 EY1996'COUNTRY CLUB SIGN.
 EY1996'THE MARK IS 1 FT ABOVE HIGHWAY.
 EY1996
 EY1996                          STATION RECOVERY (1989)
 EY1996
 EY1996'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1996'MARK NOT FOUND.
 EY1996
 EY1996                          STATION RECOVERY (2004)
 EY1996
 EY1996'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY1996'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6925 ***********************************************************************
 DG6925  DESIGNATION -  22 MEA
 DG6925  PID         -  DG6925
 DG6925  STATE/COUNTY-  NC/FRANKLIN
 DG6925  USGS QUAD   -  GOLD SAND (1981)
 DG6925
 DG6925                         *CURRENT SURVEY CONTROL
 DG6925  ___________________________________________________________________
 DG6925* NAD 83(2007)-  36 12 20.09913(N)    078 14 06.49053(W)     ADJUSTED  
 DG6925* NAVD 88     -        98.49   (meters)     323.1    (feet)  LEVELING  
 DG6925  ___________________________________________________________________
 DG6925  EPOCH DATE  -        2002.00
 DG6925  X           -   1,050,595.137 (meters)                     COMP
 DG6925  Y           -  -5,044,366.934 (meters)                     COMP
 DG6925  Z           -   3,746,661.048 (meters)                     COMP
 DG6925  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 DG6925  ELLIP HEIGHT-          65.052 (meters)          (02/10/07) ADJUSTED
 DG6925  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DG6925
 DG6925  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6925  Type    PID    Designation                      North   East  Ellip
 DG6925  -------------------------------------------------------------------
 DG6925  NETWORK DG6925 22 MEA                            0.84   0.67   1.92
 DG6925  -------------------------------------------------------------------
 DG6925  VERT ORDER  -  THIRD ?
 DG6925
 DG6925.The horizontal coordinates were established by GPS observations
 DG6925.and adjusted by the National Geodetic Survey in February 2007.
 DG6925
 DG6925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6925.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6925.The horizontal coordinates are valid at the epoch date displayed above.
 DG6925.The epoch date for horizontal control is a decimal equivalence
 DG6925.of Year/Month/Day.
 DG6925
 DG6925.The orthometric height was determined by differential leveling.
 DG6925.The vertical network tie was performed by a horz. field party for horz.
 DG6925.obs reductions. Reset procedures were used to establish the elevation.
 DG6925
 DG6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6925
 DG6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6925
 DG6925.The ellipsoidal height was determined by GPS observations
 DG6925.and is referenced to NAD 83.
 DG6925
 DG6925.The geoid height was determined by GEOID03.
 DG6925
 DG6925;                    North         East     Units Scale Factor Converg.
 DG6925;SPC NC       -   272,677.006   678,384.803   MT  1.00001109   +0 26 29.2
 DG6925;SPC NC       -   894,607.81  2,225,667.47   sFT  1.00001109   +0 26 29.2
 DG6925;UTM  17      - 4,010,295.261   748,571.628   MT  1.00036137   +1 38 02.4
 DG6925
 DG6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6925!SPC NC       -   0.99998979  x   1.00001109  =   1.00000088
 DG6925!UTM  17      -   0.99998979  x   1.00036137  =   1.00035116
 DG6925
 DG6925                          SUPERSEDED SURVEY CONTROL
 DG6925
 DG6925  NAD 83(1986)-  36 12 20.10186(N)    078 14 06.50135(W) AD(       ) 1
 DG6925  NAD 83(2001)-  36 12 20.10013(N)    078 14 06.49032(W) AD(       ) 1
 DG6925  ELLIP H (07/14/04)   65.042  (m)                       GP(       ) 4 2
 DG6925
 DG6925.Superseded values are not recommended for survey control.
 DG6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6925.See file dsdata.txt to determine how the superseded data were derived.
 DG6925
 DG6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4857210295(NAD 83)
 DG6925_MARKER: DB = BENCH MARK DISK
 DG6925_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6925_STAMPING: 22 MEA 1971 324
 DG6925_MARK LOGO: USGS  
 DG6925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6925+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2000
 DG6925
 DG6925  HISTORY     - Date     Condition        Report By
 DG6925  HISTORY     - 1971     MONUMENTED       USGS
 DG6925  HISTORY     - 20000515 GOOD             NCGS
 DG6925
 DG6925                          STATION DESCRIPTION
 DG6925
 DG6925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6925'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF LOUISBURG
 DG6925'AND 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF ALERT. ALONG SR 1412 (PETE
 DG6925'SMITH ROAD) FOR 2.0 MI (3.2 KM) SOUTH FROM SR 1407 (SCHLOSS ROAD), AT
 DG6925'MOUNTAIN GROVE CHURCH IN ALERT, TO SR 1401, AND IN THE WEST QUADRANT
 DG6925'OF THE INTERSECTION. MARK IS ABOUT 3-FEET LOWER THAN SR 1412 AND
 DG6925'PROJECTS 3-INCHES ABOVE THE GROUND. LOCATED 35.4 FT (10.8 M)
 DG6925'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1412, 120.0 FT (36.6 M)
 DG6925'SOUTHWEST OF THE CENTERLINE SR 1401, 63.0 FT (19.2 M) SOUTH OF A WATER
 DG6925'WELL, 3.0 FT (0.9 M) NORTHEAST OF SERVICE POLE (EFN43) WITH GUY WIRE
 DG6925'AND REFERENCE TAG, AND 2.7 FT (0.8 M) NORTH-NORTHWEST OF TELEPHONE
 DG6925'PEDESTAL (1412R82W).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0791 ***********************************************************************
 EB0791  DESIGNATION -  22 REW
 EB0791  PID         -  EB0791
 EB0791  STATE/COUNTY-  NC/BLADEN
 EB0791  USGS QUAD   -  DUBLIN (1987)
 EB0791
 EB0791                         *CURRENT SURVEY CONTROL
 EB0791  ___________________________________________________________________
 EB0791* NAD 83(2001)-  34 38 41.58539(N)    078 40 21.81138(W)     ADJUSTED  
 EB0791* NAVD 88     -        41.100  (meters)     134.84   (feet)  ADJUSTED  
 EB0791  ___________________________________________________________________
 EB0791  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 EB0791  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EB0791  DYNAMIC HT  -          41.060 (meters)     134.71  (feet)  COMP
 EB0791  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EB0791
 EB0791  HORZ ORDER  -  SECOND
 EB0791  VERT ORDER  -  SECOND    CLASS II
 EB0791
 EB0791.The horizontal coordinates were established by classical geodetic methods
 EB0791.and adjusted by the National Geodetic Survey in August 2005.
 EB0791
 EB0791.The orthometric height was determined by differential leveling
 EB0791.and adjusted in June 1991.
 EB0791
 EB0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0791
 EB0791.The geoid height was determined by GEOID03.
 EB0791
 EB0791.The dynamic height is computed by dividing the NAVD 88
 EB0791.geopotential number by the normal gravity value computed on the
 EB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0791.degrees latitude (g = 980.6199 gals.).
 EB0791
 EB0791.The modeled gravity was interpolated from observed gravity values.
 EB0791
 EB0791;                    North         East     Units Scale Factor Converg.
 EB0791;SPC NC       -    99,320.423   639,603.813   MT  0.99992829   +0 11 20.0
 EB0791;SPC NC       -   325,853.75  2,098,433.51   sFT  0.99992829   +0 11 20.0
 EB0791;UTM  17      - 3,836,126.799   713,301.971   MT  1.00016082   +1 19 24.7
 EB0791
 EB0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0791!SPC NC       -   0.99999899  x   0.99992829  =   0.99992728
 EB0791!UTM  17      -   0.99999899  x   1.00016082  =   1.00015981
 EB0791
 EB0791                          SUPERSEDED SURVEY CONTROL
 EB0791
 EB0791  NAD 83(1986)-  34 38 41.59480(N)    078 40 21.82166(W) AD(       ) 2
 EB0791  NAD 27      -  34 38 40.97917(N)    078 40 22.76378(W) AD(       ) 2
 EB0791  NGVD 29 (??/??/92)   41.393  (m)          135.80   (f) ADJ UNCH    2 2
 EB0791
 EB0791.Superseded values are not recommended for survey control.
 EB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0791.See file dsdata.txt to determine how the superseded data were derived.
 EB0791
 EB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1330236127(NAD 83)
 EB0791_MARKER: DD = SURVEY DISK
 EB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0791_STAMPING: 22 REW 1951
 EB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0791+STABILITY: SURFACE MOTION
 EB0791
 EB0791  HISTORY     - Date     Condition        Report By
 EB0791  HISTORY     - 1951     MONUMENTED       USGS
 EB0791  HISTORY     - 1974     GOOD             NCGS
 EB0791  HISTORY     - 1985     GOOD             USPSQD
 EB0791
 EB0791                          STATION DESCRIPTION
 EB0791
 EB0791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0791'4.1 MI WNW FROM ELIZABETHTOWN.
 EB0791'TO REACH STATION FROM CENTER OF INTERSECTION OF NC 87 AND NC 41
 EB0791'SE OF DUBLIN, PROCEED EAST ALONG NC 87 AND 41 FOR 1.95 MILES TO
 EB0791'INTERSECTION WITH SR 1155 SOUTH AND SR 1336 NORTH AND STATION
 EB0791'IN THE NW QUADRANT AT EDGE OF DITCH ADJACENT TO JOHN OWEN
 EB0791'HISTORICAL SIGN, 27 FT NORTH AND 62 FT WEST OF AND ABOUT LEVEL
 EB0791'WITH INTERSECTION, AND 14.75 FT SW OF NCGS STATION OWEN.  DISK
 EB0791'IS SET IN TOP OF CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE
 EB0791'THE GROUND.
 EB0791
 EB0791                          STATION RECOVERY (1985)
 EB0791
 EB0791'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAM)
 EB0791'22 REW ELEVATION ABOVE SEA 136 FEET RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4854 ***********************************************************************
 FA4854  DESIGNATION -  22 RHP RESET
 FA4854  PID         -  FA4854
 FA4854  STATE/COUNTY-  NC/LINCOLN
 FA4854  USGS QUAD   -  DENVER (1993)
 FA4854
 FA4854                         *CURRENT SURVEY CONTROL
 FA4854  ___________________________________________________________________
 FA4854* NAD 83(2001)-  35 32 26.88186(N)    081 07 00.76040(W)     NO CHECK  
 FA4854* NAVD 88     -       316.47   (+/-2cm)    1038.3    (feet)  VERTCON   
 FA4854  ___________________________________________________________________
 FA4854  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 FA4854  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA4854  HORZ ORDER  -  SECOND
 FA4854  VERT ORDER  -  THIRD (See Below)
 FA4854
 FA4854.The horizontal coordinates were established by classical geodetic methods
 FA4854.and adjusted by the National Geodetic Survey in August 2005.
 FA4854.No horizontal observational check was made to the station.
 FA4854
 FA4854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4854.The vertical order pertains to the NGVD 29 superseded value.
 FA4854
 FA4854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4854
 FA4854.The geoid height was determined by GEOID03.
 FA4854
 FA4854;                    North         East     Units Scale Factor Converg.
 FA4854;SPC NC       -   200,701.089   417,671.919   MT  0.99988527   -1 13 18.5
 FA4854;SPC NC       -   658,466.82  1,370,311.95   sFT  0.99988527   -1 13 18.5
 FA4854;UTM  17      - 3,933,024.750   489,405.342   MT  0.99960138   -0 04 04.6
 FA4854
 FA4854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4854!SPC NC       -   0.99995529  x   0.99988527  =   0.99984056
 FA4854!UTM  17      -   0.99995529  x   0.99960138  =   0.99955668
 FA4854
 FA4854                          SUPERSEDED SURVEY CONTROL
 FA4854
 FA4854  NAD 83(1986)-  35 32 26.89409(N)    081 07 00.76536(W) AD(       ) 2
 FA4854  NGVD 29 (09/01/92)  316.68   (m)         1039.0    (f) LEVELING    3  
 FA4854
 FA4854.Superseded values are not recommended for survey control.
 FA4854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4854.See file dsdata.txt to determine how the superseded data were derived.
 FA4854
 FA4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8940533025(NAD 83)
 FA4854_MARKER: DD = SURVEY DISK
 FA4854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4854_SP_SET: CONCRETE POST
 FA4854_STAMPING: 22 RHP 1951 RESET 1968
 FA4854_MARK LOGO: USGS  
 FA4854_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA4854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4854+STABILITY: SURFACE MOTION
 FA4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4854+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 FA4854
 FA4854  HISTORY     - Date     Condition        Report By
 FA4854  HISTORY     - 1968     MONUMENTED       USGS
 FA4854  HISTORY     - 19830615 GOOD             NCGS
 FA4854  HISTORY     - 20010620 GOOD             USPSQD
 FA4854
 FA4854                          STATION DESCRIPTION
 FA4854
 FA4854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4854'STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST-SOUTHEAST OF MAIDEN.
 FA4854'AT THE INTERSECTION OF NC 150 WITH SR 1366.
 FA4854'LOCATED 29.7 FT (9.1 M) SOUTH OF THE CENTERLINE OF NC 150, 47.5 FT
 FA4854'(14.5 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 1366, 4.7 FT (1.4 M)
 FA4854'NORTH OF A ROAD SIGN POST, AND 36.0 FT (11.0 M) NORTHWEST OF A 12-INCH
 FA4854'MAPLE WITH A REFERENCE TAG.
 FA4854
 FA4854                          STATION RECOVERY (2001)
 FA4854
 FA4854'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2488 ***********************************************************************
 FY2488  DESIGNATION -  22 WC 2
 FY2488  PID         -  FY2488
 FY2488  STATE/COUNTY-  NC/ROCKINGHAM
 FY2488  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY2488
 FY2488                         *CURRENT SURVEY CONTROL
 FY2488  ___________________________________________________________________
 FY2488* NAD 83(2001)-  36 30 36.37386(N)    079 47 53.21352(W)     ADJUSTED  
 FY2488* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 FY2488  ___________________________________________________________________
 FY2488  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FY2488  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 FY2488  HORZ ORDER  -  SECOND
 FY2488
 FY2488.The horizontal coordinates were established by classical geodetic methods
 FY2488.and adjusted by the National Geodetic Survey in August 2005.
 FY2488
 FY2488.The orthometric height was scaled from a topographic map.
 FY2488
 FY2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2488
 FY2488.The geoid height was determined by GEOID03.
 FY2488
 FY2488;                    North         East     Units Scale Factor Converg.
 FY2488;SPC NC       -   306,492.830   538,099.143   MT  1.00011398   -0 27 38.3
 FY2488;SPC NC       - 1,005,551.89  1,765,413.60   sFT  1.00011398   -0 27 38.3
 FY2488;SPC VA S     - 1,020,416.782 3,383,712.671   MT  1.00005646   -0 47 16.3
 FY2488;SPC VA S     - 3,347,817.39 11,101,397.32   sFT  1.00005646   -0 47 16.3
 FY2488;UTM  17      - 4,041,200.495   607,623.481   MT  0.99974270   +0 42 54.5
 FY2488
 FY2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2488!SPC NC       -   0.99997267  x   1.00011398  =   1.00008665
 FY2488!SPC VA S     -   0.99997267  x   1.00005646  =   1.00002913
 FY2488!UTM  17      -   0.99997267  x   0.99974270  =   0.99971538
 FY2488
 FY2488                          SUPERSEDED SURVEY CONTROL
 FY2488
 FY2488  NAD 83(1993)-  36 30 36.37642(N)    079 47 53.21536(W) AD(       ) 2
 FY2488  NAD 83(1986)-  36 30 36.37995(N)    079 47 53.21687(W) AD(       ) 2
 FY2488  NAD 27      -  36 30 35.88361(N)    079 47 54.08489(W) AD(       ) 2
 FY2488
 FY2488.Superseded values are not recommended for survey control.
 FY2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2488.See file dsdata.txt to determine how the superseded data were derived.
 FY2488
 FY2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0762341200(NAD 83)
 FY2488_MARKER: DE = TRAVERSE STATION DISK
 FY2488_SETTING: 0 = UNSPECIFIED SETTING
 FY2488_STAMPING: 22 WC 2
 FY2488_MARK LOGO: NCSHC 
 FY2488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2488
 FY2488  HISTORY     - Date     Condition        Report By
 FY2488  HISTORY     - 1967     MONUMENTED       NCSHC
 FY2488
 FY2488                          STATION DESCRIPTION
 FY2488
 FY2488'DESCRIBED BY NC STATE HWYS COMM 1967
 FY2488'22WC2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2488'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY2488'
 FY2488'22WC2 IS LOCATED APPROXIMATELY 6.8 MILES NE OF STONEVILLE AND
 FY2488'7.9 MILES NW OF WENTWORTH, ON SR 1557.  TO REACH STATION PROCEED
 FY2488'FROM THE INTERSECTION OF OAKLAND AVE. (NC 87) AND HAMILTON
 FY2488'STREET (SR 1561) IN EDEN, NORTHWEST ALONG NC 87 FOR 1.3 MILES TO
 FY2488'INTERSECTION OF SR 1553.  TURN LEFT ONTO SR 1553 AND PROCEED WEST
 FY2488'FOR 0.75 MILE TO INTERSECTION OF SR 1557.  STATION IS
 FY2488'APPROXIMATELY 0.15 MILE NORTH OF INTERSECTION AND 78.30 FEET EAST
 FY2488'OF THE CENTER OF SR 1557.
 FY2488'
 FY2488'STATION MARK IS A STANDARD NCSHC BRONZE DISK SET IN THE TOP OF
 FY2488'A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 FY2488'
 FY2488'MARK IS
 FY2488'
 FY2488'GRID
 FY2488'
 FY2488'114.50 FT N74 DEG 27 MIN E OF A NAIL AND CAP IN TP
 FY2488'
 FY2488'192.45 FT N08 DEG 19 MIN E OF NAIL AND CAP IN TWIN 11 INCH OAK
 FY2488'
 FY2488'153.48 FT N19 DEG 26 MIN E OF IRON PIN IN THE ROOT OF A 24
 FY2488'INCH OAK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7939 ***********************************************************************
 AF7939  DESIGNATION -  22 WDK
 AF7939  PID         -  AF7939
 AF7939  STATE/COUNTY-  NC/RUTHERFORD
 AF7939  USGS QUAD   -  FOREST CITY (1993)
 AF7939
 AF7939                         *CURRENT SURVEY CONTROL
 AF7939  ___________________________________________________________________
 AF7939* NAD 83(2001)-  35 15 59.76746(N)    081 47 34.45677(W)     ADJUSTED  
 AF7939* NAVD 88     -       243.35   (meters)     798.4    (feet)  LEVELING  
 AF7939  ___________________________________________________________________
 AF7939  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AF7939  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AF7939  HORZ ORDER  -  SECOND
 AF7939  VERT ORDER  -  THIRD
 AF7939
 AF7939.The horizontal coordinates were established by classical geodetic methods
 AF7939.and adjusted by the National Geodetic Survey in August 2005.
 AF7939
 AF7939.The orthometric height was determined by differential leveling.
 AF7939.The vertical network tie was performed by a horz. field party for horz.
 AF7939.obs reductions. Reset procedures were used to establish the elevation.
 AF7939
 AF7939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7939
 AF7939.The geoid height was determined by GEOID03.
 AF7939
 AF7939;                    North         East     Units Scale Factor Converg.
 AF7939;SPC NC       -   171,810.793   355,537.668   MT  0.99987263   -1 36 43.1
 AF7939;SPC NC       -   563,682.58  1,166,459.83   sFT  0.99987263   -1 36 43.1
 AF7939;UTM  17      - 3,902,897.009   427,880.825   MT  0.99966410   -0 27 28.2
 AF7939
 AF7939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7939!SPC NC       -   0.99996682  x   0.99987263  =   0.99983945
 AF7939!UTM  17      -   0.99996682  x   0.99966410  =   0.99963093
 AF7939
 AF7939                          SUPERSEDED SURVEY CONTROL
 AF7939
 AF7939  NAD 83(1986)-  35 15 59.77991(N)    081 47 34.45947(W) AD(       ) 2
 AF7939
 AF7939.Superseded values are not recommended for survey control.
 AF7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7939.See file dsdata.txt to determine how the superseded data were derived.
 AF7939
 AF7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2788102897(NAD 83)
 AF7939_MARKER: DD = SURVEY DISK
 AF7939_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7939_SP_SET: SIDEWALK
 AF7939_STAMPING: 22 WDK 1963 799
 AF7939_MARK LOGO: USGS  
 AF7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7939
 AF7939  HISTORY     - Date     Condition        Report By
 AF7939  HISTORY     - 1963     MONUMENTED       USGS
 AF7939  HISTORY     - 19900530 GOOD             NCGS
 AF7939
 AF7939                          STATION DESCRIPTION
 AF7939
 AF7939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 AF7939'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF FOREST CITY, IN
 AF7939'HENRIETTA, AT THE POST OFFICE.$MARK IS ABOUT LEVEL WITH STREET AND
 AF7939'FLUSH WITH SIDEWALK. LOCATED 39.0 FT (11.9 M) EAST OF THE CENTERLINE
 AF7939'OF MAIN ST, AND 2.5 FT (0.8 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 AF7939'OF THE POST OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9670 ***********************************************************************
 AI9670  DESIGNATION -  22 WDL
 AI9670  PID         -  AI9670
 AI9670  STATE/COUNTY-  NC/RANDOLPH
 AI9670  USGS QUAD   -  ELEAZER (1994)
 AI9670
 AI9670                         *CURRENT SURVEY CONTROL
 AI9670  ___________________________________________________________________
 AI9670* NAD 83(1986)-  35 34 57.     (N)    079 59 50.     (W)     SCALED    
 AI9670* NAVD 88     -       166.817  (meters)     547.30   (feet)  ADJUSTED  
 AI9670  ___________________________________________________________________
 AI9670  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 AI9670  DYNAMIC HT  -         166.674 (meters)     546.83  (feet)  COMP
 AI9670  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 AI9670
 AI9670  VERT ORDER  -  SECOND    CLASS II
 AI9670
 AI9670.The horizontal coordinates were scaled from a topographic map and have
 AI9670.an estimated accuracy of +/- 6 seconds.
 AI9670
 AI9670.The orthometric height was determined by differential leveling
 AI9670.and adjusted in March 2001.
 AI9670
 AI9670.The geoid height was determined by GEOID03.
 AI9670
 AI9670.The dynamic height is computed by dividing the NAVD 88
 AI9670.geopotential number by the normal gravity value computed on the
 AI9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9670.degrees latitude (g = 980.6199 gals.).
 AI9670
 AI9670.The modeled gravity was interpolated from observed gravity values.
 AI9670
 AI9670;                    North         East    Units  Estimated Accuracy
 AI9670;SPC NC       -   203,740.      519,230.      MT  (+/- 180 meters Scaled)
 AI9670
 AI9670                          SUPERSEDED SURVEY CONTROL
 AI9670
 AI9670.No superseded survey control is available for this station.
 AI9670
 AI9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV908381(NAD 83)
 AI9670_MARKER: DB = BENCH MARK DISK
 AI9670_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI9670_STAMPING: 22 WDL 1956 548
 AI9670_MARK LOGO: USGS  
 AI9670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI9670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9670+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2000
 AI9670
 AI9670  HISTORY     - Date     Condition        Report By
 AI9670  HISTORY     - 1956     MONUMENTED       USGS
 AI9670  HISTORY     - 20000113 GOOD             NCGS
 AI9670
 AI9670                          STATION DESCRIPTION
 AI9670
 AI9670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AI9670'STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) SOUTHWEST OF ASHEBORO AND
 AI9670'13.8 MI (22.2 KM) WEST-NORTHWEST OF SEAGROVE.  PROCEED ALONG NC 49 FOR
 AI9670'2.15 MI (3.46 KM) NORTHEAST FROM THE DAVIDSON-RANDOLPH COUNTY LINE,
 AI9670'THENCE SOUTHEAST FOR 0.75 MI (1.21 KM) ALONG SR 1178 (BOMBAY SCHOOL
 AI9670'ROAD) , THENCE SOUTH FOR 0.4 MI (0.6 KM) ALONG SR 1181 (NEW HOPE ROAD)
 AI9670', THENCE EAST FOR 1.4 MI (2.3 KM) ALONG SR 1143 (HIGH PINE CHURCH
 AI9670'ROAD) , ON THE SOUTH SIDE OF THE ROAD AT THE INTERSECTION WITH SR 1175
 AI9670'(OAK GROVE CHURCH ROAD) .  MARK IS ABOUT LEVEL WITH SR 1143 AND FLUSH
 AI9670'WITH GROUND.  LOCATED 28.5 FEET (8.7 M) SOUTHWEST OF THE CENTERLINE OF
 AI9670'SR 1143, 29.9 FEET (9.1 M) SOUTH-SOUTHWEST OF CENTERLINE INTERSECTION
 AI9670'OF SR 1143 AND SR 1175, 2.6 FEET (0.8 M) NORTHWEST OF TELEPHONE
 AI9670'PEDESTAL, 33.7 FEET (10.3 M) SOUTH-SOUTHEAST OF EAST END OF DRIVEWAY
 AI9670'CULVERT AND 19.4 FEET (5.9 M) EAST-NORTHEAST OF POWER POLE WITH
 AI9670'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0352 ***********************************************************************
 EZ0352  DESIGNATION -  220
 EZ0352  PID         -  EZ0352
 EZ0352  STATE/COUNTY-  NC/CUMBERLAND
 EZ0352  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0352
 EZ0352                         *CURRENT SURVEY CONTROL
 EZ0352  ___________________________________________________________________
 EZ0352* NAD 83(1986)-  35 03 33.     (N)    078 57 55.     (W)     SCALED    
 EZ0352* NAVD 88     -        67.056  (meters)     220.00   (feet)  ADJUSTED  
 EZ0352  ___________________________________________________________________
 EZ0352  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EZ0352  DYNAMIC HT  -          66.995 (meters)     219.80  (feet)  COMP
 EZ0352  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 EZ0352
 EZ0352  VERT ORDER  -  SECOND    CLASS 0
 EZ0352
 EZ0352.The horizontal coordinates were scaled from a topographic map and have
 EZ0352.an estimated accuracy of +/- 6 seconds.
 EZ0352
 EZ0352.The orthometric height was determined by differential leveling
 EZ0352.and adjusted in June 1991.
 EZ0352
 EZ0352.The geoid height was determined by GEOID03.
 EZ0352
 EZ0352.The dynamic height is computed by dividing the NAVD 88
 EZ0352.geopotential number by the normal gravity value computed on the
 EZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0352.degrees latitude (g = 980.6199 gals.).
 EZ0352
 EZ0352.The modeled gravity was interpolated from observed gravity values.
 EZ0352
 EZ0352;                    North         East    Units  Estimated Accuracy
 EZ0352;SPC NC       -   145,230.      612,770.      MT  (+/- 180 meters Scaled)
 EZ0352
 EZ0352                          SUPERSEDED SURVEY CONTROL
 EZ0352
 EZ0352  NGVD 29 (??/??/92)   67.308  (m)          220.83   (f) ADJ UNCH    2 0
 EZ0352
 EZ0352.Superseded values are not recommended for survey control.
 EZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0352.See file dsdata.txt to determine how the superseded data were derived.
 EZ0352
 EZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU855814(NAD 83)
 EZ0352_MARKER: P = PIPE CAP
 EZ0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ0352_STAMPING: 220
 EZ0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0352
 EZ0352  HISTORY     - Date     Condition        Report By
 EZ0352  HISTORY     - UNK      MONUMENTED       USGS
 EZ0352  HISTORY     - 1948     MARK NOT FOUND   NGS
 EZ0352
 EZ0352                          STATION DESCRIPTION
 EZ0352
 EZ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EZ0352'4.7 MI W FROM FAYETTEVILLE.
 EZ0352'4.7 MILES WEST ALONG THE ABERDEEN AND ROCKFISH RAILROAD FROM
 EZ0352'THE STATION AT FAYETTEVILLE, CUMBERLAND COUNTY, AT SKIBO, 120
 EZ0352'YARDS EAST OF THE EAST WYE OF THE SPUR TRACK LEADING TO FORT
 EZ0352'BRAGG, 60 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LOADING
 EZ0352'PLATFORM, 43 FEET NORTH OF THE NORTH RAIL, RIVETED ON THE TOP
 EZ0352'OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 EZ0352'NOTE-- FIELD IS NOW UNDER CULTIVATION AND THE MARK MAY HAVE BEEN
 EZ0352'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4435 ***********************************************************************
 FA4435  DESIGNATION -  220 RM
 FA4435  PID         -  FA4435
 FA4435  STATE/COUNTY-  NC/MECKLENBURG
 FA4435  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4435
 FA4435                         *CURRENT SURVEY CONTROL
 FA4435  ___________________________________________________________________
 FA4435* NAD 83(2001)-  35 23 00.31297(N)    080 57 01.58342(W)     NO CHECK  
 FA4435* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 FA4435  ___________________________________________________________________
 FA4435  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FA4435  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FA4435  HORZ ORDER  -  THIRD
 FA4435
 FA4435.The horizontal coordinates were established by classical geodetic methods
 FA4435.and adjusted by the National Geodetic Survey in August 2005.
 FA4435.No horizontal observational check was made to the station.
 FA4435
 FA4435.The orthometric height was scaled from a topographic map.
 FA4435
 FA4435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4435
 FA4435.The geoid height was determined by GEOID03.
 FA4435
 FA4435;                    North         East     Units Scale Factor Converg.
 FA4435;SPC NC       -   182,936.226   432,417.191   MT  0.99987522   -1 07 32.6
 FA4435;SPC NC       -   600,183.27  1,418,688.73   sFT  0.99987522   -1 07 32.6
 FA4435;UTM  17      - 3,915,565.390   504,501.250   MT  0.99960025   +0 01 43.3
 FA4435
 FA4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4435!SPC NC       -   0.99997052  x   0.99987522  =   0.99984575
 FA4435!UTM  17      -   0.99997052  x   0.99960025  =   0.99957078
 FA4435
 FA4435                          SUPERSEDED SURVEY CONTROL
 FA4435
 FA4435  NAD 83(1986)-  35 23 00.32645(N)    080 57 01.59105(W) AD(       ) 3
 FA4435
 FA4435.Superseded values are not recommended for survey control.
 FA4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4435.See file dsdata.txt to determine how the superseded data were derived.
 FA4435
 FA4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0450115565(NAD 83)
 FA4435_MARKER: A = ALUMINUM MARKER
 FA4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4435_SP_SET: CONCRETE POST
 FA4435_STAMPING: 220
 FA4435_MARK LOGO: NC0870
 FA4435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4435+STABILITY: SURFACE MOTION
 FA4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4435+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 FA4435
 FA4435  HISTORY     - Date     Condition        Report By
 FA4435  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4435  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4435  HISTORY     - 20040324 GOOD             USPSQD
 FA4435
 FA4435                          STATION DESCRIPTION
 FA4435
 FA4435'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4435'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.32 KM (12.00 MI) NORTH- WEST
 FA4435'OF CHARLOTTE.
 FA4435'MARK REACHED BY FIRST GOING TO GPS STATION M 020. (65.62 FT) TO REACH
 FA4435'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77 AND S
 FA4435'.R.2136 (GILEAD ROAD), PROCEED WEST ON S.R.2136 FOR 6.76 KM (4.20 MI)
 FA4435'TO S.R.2128 (BEATTIES FORD ROAD).  GO SOUTH ON S.R.2128 FOR 5.31 KM
 FA4435'(3.30 MI) TO S.R.2074 (NECK ROAD). PROCEED WEST ON S.R.2074 FOR 3.70
 FA4435'KM (2.30 MI)  TO STATION IN NORTH RIGHT-OF-WAY OF S.R.2074. STATION
 FA4435'IS 3.04 M (9.97 FT) N20E OF THE CENTERLINE OF S.R.2074, 1.2 M
 FA4435'(3.94 FT) S20E OF THE CENTERLINE OF A DITCH, 3.96 M (12.99 FT) S10W
 FA4435'OF A UTILITY POLE, AND 65.83 M (215.98 FT) S80W OF A MAILBOX NO.
 FA4435'4431.
 FA4435'TO REACH THE REFERENCE MARK FROM GPS STATION M 020, PROCEED WEST ON
 FA4435'NECK ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE SOUTH RIGHT-OF-WAY
 FA4435'OF THE ROAD, 0.79 M (2.59 FT) S08E OF THE EDGE OF PAVEMENT.  THE MARK
 FA4435'IS COMPASS BEARING S85W AND DISTANCE 397.9 M (1305.44 FT) FROM THE
 FA4435'GPS STATION.  THE MARK IS STAMPED 220.
 FA4435
 FA4435                          STATION RECOVERY (1997)
 FA4435
 FA4435'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4435'MARK NOT FOUND.
 FA4435
 FA4435                          STATION RECOVERY (2004)
 FA4435
 FA4435'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4435'MARKER WAS REPORTED NOT FOUND BY USPSQ IN 1997.  MARKER NOW HAS A
 FA4435'LARGE WHITE V FOR AERIAL PHOTOGRAPHY,
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9463 ***********************************************************************
 DE9463  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9463  DESIGNATION -  220E 200
 DE9463  PID         -  DE9463
 DE9463  STATE/COUNTY-  NC/GUILFORD
 DE9463  USGS QUAD   -  GUILFORD (1994)
 DE9463
 DE9463                         *CURRENT SURVEY CONTROL
 DE9463  ___________________________________________________________________
 DE9463* NAD 83(2007)-  36 05 15.79027(N)    079 54 11.73797(W)     ADJUSTED  
 DE9463* NAVD 88     -       276.97   (meters)     908.7    (feet)  GPS OBS   
 DE9463  ___________________________________________________________________
 DE9463  EPOCH DATE  -        2002.00
 DE9463  X           -     904,685.629 (meters)                     COMP
 DE9463  Y           -  -5,080,550.720 (meters)                     COMP
 DE9463  Z           -   3,736,206.392 (meters)                     COMP
 DE9463  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 DE9463  ELLIP HEIGHT-         245.593 (meters)          (02/10/07) ADJUSTED
 DE9463  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DE9463
 DE9463  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9463  Type    PID    Designation                      North   East  Ellip
 DE9463  -------------------------------------------------------------------
 DE9463  NETWORK DE9463 220E 200                          1.29   0.96   1.82
 DE9463  -------------------------------------------------------------------
 DE9463
 DE9463.The horizontal coordinates were established by GPS observations
 DE9463.and adjusted by the National Geodetic Survey in February 2007.
 DE9463
 DE9463.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9463.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9463.The horizontal coordinates are valid at the epoch date displayed above.
 DE9463.The epoch date for horizontal control is a decimal equivalence
 DE9463.of Year/Month/Day.
 DE9463
 DE9463.The orthometric height was determined by GPS observations and a
 DE9463.high-resolution geoid model.
 DE9463.The orthometric height was determined by GPS observations and a
 DE9463.high-resolution geoid model using precise GPS observation and
 DE9463.processing techniques.
 DE9463
 DE9463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9463
 DE9463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9463
 DE9463.The ellipsoidal height was determined by GPS observations
 DE9463.and is referenced to NAD 83.
 DE9463
 DE9463.The geoid height was determined by GEOID03.
 DE9463
 DE9463;                    North         East     Units Scale Factor Converg.
 DE9463;SPC NC       -   259,703.842   528,253.043   MT  0.99997892   -0 31 16.8
 DE9463;SPC NC       -   852,045.02  1,733,110.19   sFT  0.99997892   -0 31 16.8
 DE9463;UTM  17      - 3,994,234.577   598,738.799   MT  0.99972013   +0 38 45.8
 DE9463
 DE9463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9463!SPC NC       -   0.99996146  x   0.99997892  =   0.99994038
 DE9463!UTM  17      -   0.99996146  x   0.99972013  =   0.99968160
 DE9463
 DE9463                          SUPERSEDED SURVEY CONTROL
 DE9463
 DE9463  NAD 83(2001)-  36 05 15.79058(N)    079 54 11.73775(W) AD(       ) 1
 DE9463  ELLIP H (03/13/03)  245.598  (m)                       GP(       ) 4 2
 DE9463  NAD 83(1986)-  36 05 15.79641(N)    079 54 11.74655(W) AD(       ) 1
 DE9463
 DE9463.Superseded values are not recommended for survey control.
 DE9463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9463.See file dsdata.txt to determine how the superseded data were derived.
 DE9463
 DE9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9873994235(NAD 83)
 DE9463_MARKER: DD = SURVEY DISK
 DE9463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9463_STAMPING: 220W200 1999
 DE9463_MARK LOGO: NC1940
 DE9463_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9463+STABILITY: SURFACE MOTION
 DE9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9463+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9463
 DE9463  HISTORY     - Date     Condition        Report By
 DE9463  HISTORY     - 1999     MONUMENTED       NC1940
 DE9463
 DE9463                          STATION DESCRIPTION
 DE9463
 DE9463'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9463'STATION IS ABOUT 6.3 MI (10.1 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9463'GOVERNMENT PLAZA, 1.0 MI (1.6 KM) WEST OF GUILFORD COLLEGE.
 DE9463'ALONG FRIENDLY AVENUE, 0.7 MI (1.1 KM) WEST OF GUILFORD COLLEGE ROAD,
 DE9463'IN THE SOUTHEAST QUADRANT OF INTERSECTION WITH ENTRANCE ROAD INTO
 DE9463'SAINT CROIX APARTMENTS.
 DE9463'MARK IS ABOUT LEVEL WITH CENTER OF ROAD AND RECESSED 3-INCHES BELOW
 DE9463'THE GROUND. LOCATED 16.0 FT (4.9 M) SOUTH OF CENTERLINE OF EASTBOUND
 DE9463'LANES OF FRIENDLY AVENUE, 11.4 FT (3.5 M) WEST OF A MANHOLE IN CATCH
 DE9463'BASIN, 32.7 FT (10.0 M) NORTHWEST OF POWER POLE (80K), AND 48.0 FT
 DE9463'(14.6 M) NORTHEAST OF--SAINT CROIX APARTMENTS--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9257 ***********************************************************************
 DE9257  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9257  DESIGNATION -  220W 200
 DE9257  PID         -  DE9257
 DE9257  STATE/COUNTY-  NC/GUILFORD
 DE9257  USGS QUAD   -  GUILFORD (1994)
 DE9257
 DE9257                         *CURRENT SURVEY CONTROL
 DE9257  ___________________________________________________________________
 DE9257* NAD 83(2007)-  36 05 22.33864(N)    079 54 58.76242(W)     ADJUSTED  
 DE9257* NAVD 88     -       267.28   (meters)     876.9    (feet)  GPS OBS   
 DE9257  ___________________________________________________________________
 DE9257  EPOCH DATE  -        2002.00
 DE9257  X           -     903,505.138 (meters)                     COMP
 DE9257  Y           -  -5,080,632.013 (meters)                     COMP
 DE9257  Z           -   3,736,363.752 (meters)                     COMP
 DE9257  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 DE9257  ELLIP HEIGHT-         235.828 (meters)          (02/10/07) ADJUSTED
 DE9257  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 DE9257
 DE9257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9257  Type    PID    Designation                      North   East  Ellip
 DE9257  -------------------------------------------------------------------
 DE9257  NETWORK DE9257 220W 200                          1.27   0.96   1.78
 DE9257  -------------------------------------------------------------------
 DE9257
 DE9257.The horizontal coordinates were established by GPS observations
 DE9257.and adjusted by the National Geodetic Survey in February 2007.
 DE9257
 DE9257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9257.The horizontal coordinates are valid at the epoch date displayed above.
 DE9257.The epoch date for horizontal control is a decimal equivalence
 DE9257.of Year/Month/Day.
 DE9257
 DE9257.The orthometric height was determined by GPS observations and a
 DE9257.high-resolution geoid model.
 DE9257.The orthometric height was determined by GPS observations and a
 DE9257.high-resolution geoid model using precise GPS observation and
 DE9257.processing techniques.
 DE9257
 DE9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9257
 DE9257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9257
 DE9257.The ellipsoidal height was determined by GPS observations
 DE9257.and is referenced to NAD 83.
 DE9257
 DE9257.The geoid height was determined by GEOID03.
 DE9257
 DE9257;                    North         East     Units Scale Factor Converg.
 DE9257;SPC NC       -   259,916.447   527,078.536   MT  0.99997939   -0 31 43.9
 DE9257;SPC NC       -   852,742.54  1,729,256.83   sFT  0.99997939   -0 31 43.9
 DE9257;UTM  17      - 3,994,423.161   597,560.512   MT  0.99971728   +0 38 18.2
 DE9257
 DE9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9257!SPC NC       -   0.99996299  x   0.99997939  =   0.99994238
 DE9257!UTM  17      -   0.99996299  x   0.99971728  =   0.99968028
 DE9257
 DE9257:                Primary Azimuth Mark                     Grid Az
 DE9257:SPC NC       -  220W 201                                 099 39 38.6
 DE9257:UTM  17      -  220W 201                                 098 29 36.5
 DE9257
 DE9257|---------------------------------------------------------------------|
 DE9257| PID    Reference Object                     Distance      Geod. Az  |
 DE9257|                                                           dddmmss.s |
 DE9257| DE9464 220W 201                            APPROX. 0.6 KM 0990754.7 |
 DE9257|---------------------------------------------------------------------|
 DE9257
 DE9257                          SUPERSEDED SURVEY CONTROL
 DE9257
 DE9257  NAD 83(2001)-  36 05 22.33894(N)    079 54 58.76221(W) AD(       ) 1
 DE9257  ELLIP H (03/13/03)  235.833  (m)                       GP(       ) 4 2
 DE9257  NAD 83(1986)-  36 05 22.34473(N)    079 54 58.77108(W) AD(       ) 1
 DE9257
 DE9257.Superseded values are not recommended for survey control.
 DE9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9257.See file dsdata.txt to determine how the superseded data were derived.
 DE9257
 DE9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9756194423(NAD 83)
 DE9257_MARKER: DD = SURVEY DISK
 DE9257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9257_STAMPING: 220W.200 7/97
 DE9257_MARK LOGO: NC1940
 DE9257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9257+STABILITY: SURFACE MOTION
 DE9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9257+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9257
 DE9257  HISTORY     - Date     Condition        Report By
 DE9257  HISTORY     - 1997     MONUMENTED       NC1940
 DE9257
 DE9257                          STATION DESCRIPTION
 DE9257
 DE9257'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9257'STATION IS LOCATED IN WESTERN GREENSBORO, 1.5 MI (2.4 KM) EAST OF THE
 DE9257'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF WEST
 DE9257'FRIENDLY AVENUE AND BRUSHWOOD ROAD.
 DE9257'ALONG WEST FRIENDLY AVENUE FOR 1.1 MI (1.8 KM) NORTH AND EAST FROM
 DE9257'WEST MARKET STREET TO BRUSHWOOD ROAD ON LEFT AND STATION IN THE
 DE9257'NORTHWEST QUADRANT OF INTERSECTION, ABOUT 8-FEET BACK OF CURB OF
 DE9257'FRIENDLY AVENUE AND IN TANGENT ABOUT 8-FEET FROM BEGINNING OF RADIUS.
 DE9257'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTERLINE OF FRIENDLY AVENUE
 DE9257'AND RECESSED 4-INCHES BELOW THE GROUND. LOCATED 39.9 FT (12.2 M) NORTH
 DE9257'OF CENTERLINE OF FRIENDLY AVENUE, 8.4 FT (2.6 M) NORTHWEST OF MANHOLE
 DE9257'(ONE FOOT BACK OF CURB), 16.7 FT (5.1 M) WEST OF A MANHOLE (5-FEET
 DE9257'BACK OF CURB IN RADIUS), 8.0 FT (2.4 M) WEST-SOUTHWEST OF A POWER
 DE9257'POLE, AND 53.6 FT (16.3 M) SOUTH-SOUTHWEST OF A DROP INLET (AT BASE OF
 DE9257'BANK IN YARD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9464 ***********************************************************************
 DE9464  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9464  DESIGNATION -  220W 201
 DE9464  PID         -  DE9464
 DE9464  STATE/COUNTY-  NC/GUILFORD
 DE9464  USGS QUAD   -  GUILFORD (1994)
 DE9464
 DE9464                         *CURRENT SURVEY CONTROL
 DE9464  ___________________________________________________________________
 DE9464* NAD 83(2007)-  36 05 19.29291(N)    079 54 35.42339(W)     ADJUSTED  
 DE9464* NAVD 88     -       267.80   (meters)     878.6    (feet)  GPS OBS   
 DE9464  ___________________________________________________________________
 DE9464  EPOCH DATE  -        2002.00
 DE9464  X           -     904,089.777 (meters)                     COMP
 DE9464  Y           -  -5,080,584.638 (meters)                     COMP
 DE9464  Z           -   3,736,288.217 (meters)                     COMP
 DE9464  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 DE9464  ELLIP HEIGHT-         236.388 (meters)          (02/10/07) ADJUSTED
 DE9464  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE9464
 DE9464  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9464  Type    PID    Designation                      North   East  Ellip
 DE9464  -------------------------------------------------------------------
 DE9464  NETWORK DE9464 220W 201                          1.37   1.02   1.88
 DE9464  -------------------------------------------------------------------
 DE9464
 DE9464.The horizontal coordinates were established by GPS observations
 DE9464.and adjusted by the National Geodetic Survey in February 2007.
 DE9464
 DE9464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9464.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9464.The horizontal coordinates are valid at the epoch date displayed above.
 DE9464.The epoch date for horizontal control is a decimal equivalence
 DE9464.of Year/Month/Day.
 DE9464
 DE9464.The orthometric height was determined by GPS observations and a
 DE9464.high-resolution geoid model.
 DE9464.The orthometric height was determined by GPS observations and a
 DE9464.high-resolution geoid model using precise GPS observation and
 DE9464.processing techniques.
 DE9464
 DE9464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9464
 DE9464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9464
 DE9464.The ellipsoidal height was determined by GPS observations
 DE9464.and is referenced to NAD 83.
 DE9464
 DE9464.The geoid height was determined by GEOID03.
 DE9464
 DE9464;                    North         East     Units Scale Factor Converg.
 DE9464;SPC NC       -   259,817.206   527,661.515   MT  0.99997917   -0 31 30.5
 DE9464;SPC NC       -   852,416.95  1,731,169.49   sFT  0.99997917   -0 31 30.5
 DE9464;UTM  17      - 3,994,335.840   598,145.238   MT  0.99971869   +0 38 31.9
 DE9464
 DE9464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9464!SPC NC       -   0.99996290  x   0.99997917  =   0.99994207
 DE9464!UTM  17      -   0.99996290  x   0.99971869  =   0.99968160
 DE9464
 DE9464:                Primary Azimuth Mark                     Grid Az
 DE9464:SPC NC       -  220W 200                                 279 39 39.0
 DE9464:UTM  17      -  220W 200                                 278 29 36.6
 DE9464
 DE9464|---------------------------------------------------------------------|
 DE9464| PID    Reference Object                     Distance      Geod. Az  |
 DE9464|                                                           dddmmss.s |
 DE9464| DE9257 220W 200                            APPROX. 0.6 KM 2790808.5 |
 DE9464|---------------------------------------------------------------------|
 DE9464
 DE9464                          SUPERSEDED SURVEY CONTROL
 DE9464
 DE9464  NAD 83(2001)-  36 05 19.29322(N)    079 54 35.42318(W) AD(       ) 1
 DE9464  ELLIP H (03/13/03)  236.393  (m)                       GP(       ) 4 2
 DE9464  NAD 83(1986)-  36 05 19.29904(N)    079 54 35.43199(W) AD(       ) 1
 DE9464
 DE9464.Superseded values are not recommended for survey control.
 DE9464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9464.See file dsdata.txt to determine how the superseded data were derived.
 DE9464
 DE9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9814594336(NAD 83)
 DE9464_MARKER: DD = SURVEY DISK
 DE9464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9464_STAMPING: 220W201 1999
 DE9464_MARK LOGO: NC1940
 DE9464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9464+STABILITY: SURFACE MOTION
 DE9464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9464+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9464
 DE9464  HISTORY     - Date     Condition        Report By
 DE9464  HISTORY     - 1999     MONUMENTED       NC1940
 DE9464
 DE9464                          STATION DESCRIPTION
 DE9464
 DE9464'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9464'STATION IS ABOUT 6.7 MI (10.8 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9464'GOVERNMENT PLAZA, 1.4 MI (2.3 KM) WEST OF GUILFORD COLLEGE.
 DE9464'ALONG FRIENDLY AVENUE, 1.2 MI (1.9 KM) WEST OF THE GUILFORD COLLEGE
 DE9464'ROAD AND NEW GARDEN ROAD INTERSECTION, AND IN THE NORTHWEST QUADRANT
 DE9464'OF INTERSECTION WITH CARRIAGE CROSSING LANE (ENTRANCE ROAD INTO
 DE9464'CARRIAGE CROSSING TOWNHOMES).
 DE9464'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD. LOCATED 10.8 FT
 DE9464'(3.3 M) NORTH-NORTHEAST OF CENTERLINE OF WESTBOUND LANES OF FRIENDLY
 DE9464'AVENUE, 29.0 FT (8.8 M) SOUTHEAST OF LIGHT POLE (20K),4.0 FT
 DE9464'EAST-SOUTHEAST OF A MANHOLE IN CATCH INLET, 40.0 FT (12.2 M)
 DE9464'WEST-SOUTHWEST OF SOUTHERN END OF--CARRIAGE CROSSING--SIGN, OR 44.5 FT
 DE9464'(13.6 M) WEST-SOUTHWEST OF NORTH END OF SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4436 ***********************************************************************
 FA4436  DESIGNATION -  221 AZ MK
 FA4436  PID         -  FA4436
 FA4436  STATE/COUNTY-  NC/MECKLENBURG
 FA4436  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 FA4436
 FA4436                         *CURRENT SURVEY CONTROL
 FA4436  ___________________________________________________________________
 FA4436* NAD 83(2001)-  35 23 10.23768(N)    080 53 08.05989(W)     NO CHECK  
 FA4436* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 FA4436  ___________________________________________________________________
 FA4436  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 FA4436  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FA4436  HORZ ORDER  -  THIRD
 FA4436
 FA4436.The horizontal coordinates were established by classical geodetic methods
 FA4436.and adjusted by the National Geodetic Survey in August 2005.
 FA4436.No horizontal observational check was made to the station.
 FA4436
 FA4436.The orthometric height was scaled from a topographic map.
 FA4436
 FA4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4436
 FA4436.The geoid height was determined by GEOID03.
 FA4436
 FA4436;                    North         East     Units Scale Factor Converg.
 FA4436;SPC NC       -   183,128.145   438,315.058   MT  0.99987533   -1 05 17.9
 FA4436;SPC NC       -   600,812.92  1,438,038.65   sFT  0.99987533   -1 05 17.9
 FA4436;UTM  17      - 3,915,876.017   510,392.435   MT  0.99960133   +0 03 58.5
 FA4436
 FA4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4436!SPC NC       -   0.99996783  x   0.99987533  =   0.99984317
 FA4436!UTM  17      -   0.99996783  x   0.99960133  =   0.99956918
 FA4436
 FA4436                          SUPERSEDED SURVEY CONTROL
 FA4436
 FA4436  NAD 83(1986)-  35 23 10.25217(N)    080 53 08.06842(W) AD(       ) 3
 FA4436
 FA4436.Superseded values are not recommended for survey control.
 FA4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4436.See file dsdata.txt to determine how the superseded data were derived.
 FA4436
 FA4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1039215876(NAD 83)
 FA4436_MARKER: A = ALUMINUM MARKER
 FA4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4436_SP_SET: CONCRETE POST
 FA4436_STAMPING: 221
 FA4436_MARK LOGO: NC0870
 FA4436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4436+STABILITY: SURFACE MOTION
 FA4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4436+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2007
 FA4436
 FA4436  HISTORY     - Date     Condition        Report By
 FA4436  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4436  HISTORY     - 19970315 GOOD             USPSQD
 FA4436  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 FA4436  HISTORY     - 20070129 GOOD             NCGS
 FA4436
 FA4436                          STATION DESCRIPTION
 FA4436
 FA4436'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4436'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.71 KM (11.00 MI) NORTH-
 FA4436'NORTHWEST OF CHARLOTTE.
 FA4436'MARK REACHED BY FIRST GOING TO GPS STATION M 021. (68.90 FT) TO REACH
 FA4436'THE STATION FROM THE INTERSECTION OF U.S. 21 AND ROUTE 115, PROCEED
 FA4436'NORTH ON U.S. 21 FOR 7.40 KM (4.60 MI) TO THE INTERSECTION OF S.R.
 FA4436'2117 (HAMBRIGHT ROAD).  GO WEST ON S.R. 2117 FOR 3.54 KM (2.20 MI) TO
 FA4436'STATION IN THE NORTH RIGHT-OF-WAY OF THE ROAD. STATION IS 3.50 M
 FA4436'(11.48 FT) N40E OF THE CENTERLINE OF S.R. 2117, 5.91 M (19.39 FT)
 FA4436'S30E OF THE NORTH GATE POST OF A CHAIN LINK FENCE, 20.48 M (67.19 FT)
 FA4436'N45W OF A DRIVEWAY TO THE NORTH, AND 30.47 M (99.97 FT) S45E OF THE
 FA4436'CENTERLINE OF GIBRALTER ROAD.
 FA4436'TO REACH THE AZIMUTH MARK FROM GPS STATION M 021, PROCEED WEST ON
 FA4436'HAMBRIGHT ROAD FOR 0.75 KM (0.47 MI) TO THE MARK IN THE SOUTH
 FA4436'RIGHT-OF-WAY OF THE ROAD, 0.76 M (2.49 FT) S25W OF THE EDGE OF
 FA4436'PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING N56W AND DISTANCE 758.7
 FA4436'M (2489.17 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS STAMPED
 FA4436'221.
 FA4436
 FA4436                          STATION RECOVERY (1997)
 FA4436
 FA4436'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4436'RECOVERED IN GOOD CONDITION.
 FA4436
 FA4436                          STATION RECOVERY (2004)
 FA4436
 FA4436'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4436'SEARCHED S SIDE OF HAMBRIGHT ROAD WITH MICRONTA 4001.
 FA4436
 FA4436                          STATION RECOVERY (2007)
 FA4436
 FA4436'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 FA4436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1978 ***********************************************************************
 EB1978  DESIGNATION -  221 JJS
 EB1978  PID         -  EB1978
 EB1978  STATE/COUNTY-  NC/PENDER
 EB1978  USGS QUAD   -  WALLACE WEST (1984)
 EB1978
 EB1978                         *CURRENT SURVEY CONTROL
 EB1978  ___________________________________________________________________
 EB1978* NAD 83(2001)-  34 39 24.20698(N)    078 03 15.42025(W)     ADJUSTED  
 EB1978* NAVD 88     -        19.96   (+/-2cm)      65.5    (feet)  VERTCON   
 EB1978  ___________________________________________________________________
 EB1978  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 EB1978  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 EB1978  HORZ ORDER  -  SECOND
 EB1978  VERT ORDER  -  THIRD ? (See Below)
 EB1978
 EB1978.The horizontal coordinates were established by classical geodetic methods
 EB1978.and adjusted by the National Geodetic Survey in August 2005.
 EB1978
 EB1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1978.The vertical order pertains to the NGVD 29 superseded value.
 EB1978
 EB1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1978
 EB1978.The geoid height was determined by GEOID03.
 EB1978
 EB1978;                    North         East     Units Scale Factor Converg.
 EB1978;SPC NC       -   100,997.167   696,285.236   MT  0.99992614   +0 32 45.0
 EB1978;SPC NC       -   331,354.87  2,284,395.81   sFT  0.99992614   +0 32 45.0
 EB1978;UTM  17      - 3,838,924.537   769,961.605   MT  1.00049838   +1 40 34.0
 EB1978;UTM  18      - 3,839,221.158   220,085.444   MT  1.00056585   -1 44 16.7
 EB1978
 EB1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1978!SPC NC       -   1.00000252  x   0.99992614  =   0.99992866
 EB1978!UTM  17      -   1.00000252  x   1.00049838  =   1.00050090
 EB1978!UTM  18      -   1.00000252  x   1.00056585  =   1.00056837
 EB1978
 EB1978                          SUPERSEDED SURVEY CONTROL
 EB1978
 EB1978  NAD 83(1986)-  34 39 24.21532(N)    078 03 15.42967(W) AD(       ) 2
 EB1978  NAD 27      -  34 39 23.60727(N)    078 03 16.46940(W) AD(       ) 2
 EB1978  NGVD 29 (07/19/86)   20.22   (m)           66.3    (f) LEVELING    3  
 EB1978
 EB1978.Superseded values are not recommended for survey control.
 EB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1978.See file dsdata.txt to determine how the superseded data were derived.
 EB1978
 EB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6996238925(NAD 83)
 EB1978_MARKER: DD = SURVEY DISK
 EB1978_SETTING: 0 = UNSPECIFIED SETTING
 EB1978
 EB1978  HISTORY     - Date     Condition        Report By
 EB1978  HISTORY     - 1951     MONUMENTED       USGS
 EB1978
 EB1978                          STATION DESCRIPTION
 EB1978
 EB1978'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JWC)
 EB1978'221 JJS 66.0 FEET IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE
 EB1978'STATION IN THE VICINITY OF PENDERLEA, NORTH CAROLINA.
 EB1978'
 EB1978'221 JJS 66.0 FEET IS LOCATED IN PENDERLEA AND 11.0 MILES NORTHEAST
 EB1978'OF ATKINSON.  TO REACH STATION FROM INTERSECTION OF SR 1321 AND SR
 EB1978'1326 IN THE CENTER OF PENDERLEA, PROCEED WSW ON SR 1321 FOR 0.3
 EB1978'MILE TO INTERSECTION WITH SR 1328 AND STATION IN SHOULDER OF SR
 EB1978'1321 AND NORTHWEST QUADRANT OF INTERSECTION.
 EB1978'
 EB1978'STATION MARK IS A STANDARD U. S. GEOLOGICAL SURVEY BENCH MARK SET IN
 EB1978'A PRECAST MONUMENT FLUSH WITH THE GROUND, STAMPED 221 JJS 66.0 FEET
 EB1978'1951.
 EB1978'
 EB1978'MARK IS
 EB1978'
 EB1978'29.2 FEET NNW OF C/L OF SR 1321.
 EB1978'46.5 FEET WSW OF C/L OF SR 1328.
 EB1978'22.2 FEET SSW OF S END OF CULVERT UNDER SR 1328.
 EB1978'24.7 FEET SW OF 4 INCH X 4 INCH STOP SIGN POST WITH ALUMINUM
 EB1978'REF. TAG.
 EB1978'16.6 FEET S OF 6 INCH X 6 INCH FENCE POST WITH ALUMINUM REF.
 EB1978'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0796 ***********************************************************************
 FB0796  DESIGNATION -  2216
 FB0796  PID         -  FB0796
 FB0796  STATE/COUNTY-  NC/BUNCOMBE
 FB0796  USGS QUAD   -  ASHEVILLE (1991)
 FB0796
 FB0796                         *CURRENT SURVEY CONTROL
 FB0796  ___________________________________________________________________
 FB0796* NAD 83(1986)-  35 35 41.     (N)    082 33 26.     (W)     SCALED    
 FB0796* NAVD 88     -       675.368  (meters)    2215.77   (feet)  ADJUSTED  
 FB0796  ___________________________________________________________________
 FB0796  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB0796  DYNAMIC HT  -         674.683 (meters)    2213.52  (feet)  COMP
 FB0796  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 FB0796
 FB0796  VERT ORDER  -  SECOND    CLASS I
 FB0796
 FB0796.The horizontal coordinates were scaled from a topographic map and have
 FB0796.an estimated accuracy of +/- 6 seconds.
 FB0796
 FB0796.The orthometric height was determined by differential leveling
 FB0796.and adjusted in June 1991.
 FB0796
 FB0796.The geoid height was determined by GEOID03.
 FB0796
 FB0796.The dynamic height is computed by dividing the NAVD 88
 FB0796.geopotential number by the normal gravity value computed on the
 FB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0796.degrees latitude (g = 980.6199 gals.).
 FB0796
 FB0796.The modeled gravity was interpolated from observed gravity values.
 FB0796
 FB0796;                    North         East    Units  Estimated Accuracy
 FB0796;SPC NC       -   210,410.      287,340.      MT  (+/- 180 meters Scaled)
 FB0796
 FB0796                          SUPERSEDED SURVEY CONTROL
 FB0796
 FB0796  NGVD 29 (??/??/92)  675.465  (m)         2216.09   (f) ADJ UNCH    2 1
 FB0796
 FB0796.Superseded values are not recommended for survey control.
 FB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0796.See file dsdata.txt to determine how the superseded data were derived.
 FB0796
 FB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV589401(NAD 83)
 FB0796_MARKER: DB = BENCH MARK DISK
 FB0796_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FB0796_SP_SET: PARAPET
 FB0796_STAMPING: 2216.291
 FB0796_MARK LOGO: USGS  
 FB0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0796+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 FB0796
 FB0796  HISTORY     - Date     Condition        Report By
 FB0796  HISTORY     - UNK      MONUMENTED       USGS
 FB0796  HISTORY     - 1967     GOOD             NGS
 FB0796  HISTORY     - 19920324 GOOD             NCGS
 FB0796  HISTORY     - 19980223 GOOD             NCGS
 FB0796  HISTORY     - 20041122 GOOD             USPSQD
 FB0796  HISTORY     - 20060123 GOOD             USPSQD
 FB0796
 FB0796                          STATION DESCRIPTION
 FB0796
 FB0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0796'1.8 MI NE FROM ASHEVILLE.
 FB0796'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0796'RAILROAD FROM THE STATION AT ASHEVILLE, THENCE 0.8 MILE EAST ALONG
 FB0796'U.S. HIGHWAYS 19 AND 23 WHICH IS PATTON AVENUE, THENCE 0.05 MILE
 FB0796'NORTHWEST ALONG OTIS STREET, AT THE WEST CORNER OF THE INTERSECTION
 FB0796'OF OTIS STREET AND BATTERY PARK AVENUE, A U.S. GEOLOGICAL SURVEY
 FB0796'DISK SET VERTICALLY IN THE NORTHEAST FACE OF THE STONE PARAPET AT
 FB0796'THE SOUTHEAST END OF THE STONE STEPS AT THE NORTHEAST ENTRANCE TO
 FB0796'THE U.S. POST OFFICE BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL
 FB0796'OF THE SIDEWALK.
 FB0796
 FB0796                          STATION RECOVERY (1992)
 FB0796
 FB0796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0796'RECOVERED IN GOOD CONDITION.
 FB0796
 FB0796                          STATION RECOVERY (1998)
 FB0796
 FB0796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB0796'RECOVERED AS DESCRIBED.
 FB0796
 FB0796                          STATION RECOVERY (2004)
 FB0796
 FB0796'RECOVERY NOTE BY US POWER SQUADRON 2004
 FB0796'RECOVERED IN GOOD CONDITION.
 FB0796
 FB0796                          STATION RECOVERY (2006)
 FB0796
 FB0796'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9457 ***********************************************************************
 DE9457  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9457  DESIGNATION -  221W 200
 DE9457  PID         -  DE9457
 DE9457  STATE/COUNTY-  NC/GUILFORD
 DE9457  USGS QUAD   -  GUILFORD (1994)
 DE9457
 DE9457                         *CURRENT SURVEY CONTROL
 DE9457  ___________________________________________________________________
 DE9457* NAD 83(2007)-  36 06 06.50505(N)    079 54 36.17234(W)     ADJUSTED  
 DE9457* NAVD 88     -       243.50   (meters)     798.9    (feet)  GPS OBS   
 DE9457  ___________________________________________________________________
 DE9457  EPOCH DATE  -        2002.00
 DE9457  X           -     903,917.679 (meters)                     COMP
 DE9457  Y           -  -5,079,724.453 (meters)                     COMP
 DE9457  Z           -   3,737,449.744 (meters)                     COMP
 DE9457  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 DE9457  ELLIP HEIGHT-         212.002 (meters)          (02/10/07) ADJUSTED
 DE9457  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DE9457
 DE9457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9457  Type    PID    Designation                      North   East  Ellip
 DE9457  -------------------------------------------------------------------
 DE9457  NETWORK DE9457 221W 200                          1.63   1.23   2.49
 DE9457  -------------------------------------------------------------------
 DE9457
 DE9457.The horizontal coordinates were established by GPS observations
 DE9457.and adjusted by the National Geodetic Survey in February 2007.
 DE9457
 DE9457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9457.The horizontal coordinates are valid at the epoch date displayed above.
 DE9457.The epoch date for horizontal control is a decimal equivalence
 DE9457.of Year/Month/Day.
 DE9457
 DE9457.The orthometric height was determined by GPS observations and a
 DE9457.high-resolution geoid model.
 DE9457.The orthometric height was determined by GPS observations and a
 DE9457.high-resolution geoid model using precise GPS observation and
 DE9457.processing techniques.
 DE9457
 DE9457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9457
 DE9457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9457
 DE9457.The ellipsoidal height was determined by GPS observations
 DE9457.and is referenced to NAD 83.
 DE9457
 DE9457.The geoid height was determined by GEOID03.
 DE9457
 DE9457;                    North         East     Units Scale Factor Converg.
 DE9457;SPC NC       -   261,272.482   527,656.119   MT  0.99998254   -0 31 30.9
 DE9457;SPC NC       -   857,191.47  1,731,151.78   sFT  0.99998254   -0 31 30.9
 DE9457;UTM  17      - 3,995,790.322   598,110.203   MT  0.99971860   +0 38 32.2
 DE9457
 DE9457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9457!SPC NC       -   0.99996673  x   0.99998254  =   0.99994927
 DE9457!UTM  17      -   0.99996673  x   0.99971860  =   0.99968534
 DE9457
 DE9457                          SUPERSEDED SURVEY CONTROL
 DE9457
 DE9457  NAD 83(2001)-  36 06 06.50536(N)    079 54 36.17215(W) AD(       ) 1
 DE9457  ELLIP H (03/13/03)  212.008  (m)                       GP(       ) 4 2
 DE9457  NAD 83(1986)-  36 06 06.51111(N)    079 54 36.18098(W) AD(       ) 1
 DE9457
 DE9457.Superseded values are not recommended for survey control.
 DE9457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9457.See file dsdata.txt to determine how the superseded data were derived.
 DE9457
 DE9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9811095790(NAD 83)
 DE9457_MARKER: DD = SURVEY DISK
 DE9457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9457_STAMPING: 221W200 1999
 DE9457_MARK LOGO: NC1940
 DE9457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9457+STABILITY: SURFACE MOTION
 DE9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9457+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9457
 DE9457  HISTORY     - Date     Condition        Report By
 DE9457  HISTORY     - 1999     MONUMENTED       NC1940
 DE9457
 DE9457                          STATION DESCRIPTION
 DE9457
 DE9457'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9457'STATION IS ABOUT 6.9 MI (11.1 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9457'GREENSBORO GOVERNMENT PLAZA, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DE9457'GUILFORD COLLEGE.
 DE9457'ALONG BALLINGER ROAD, 1.1 MI (1.8 KM) WEST OF THE INTERSECTION WITH
 DE9457'FLEMING ROAD AND NEW GARDEN ROAD, ON NORTH SIDE OF ROAD JUST EAST OF
 DE9457'ENTRANCE INTO TED LEONARD CENTER, AT THE NORTHWEST END OF CREEK
 DE9457'BRIDGE.
 DE9457'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9457'LOCATED 10.4 FT (3.2 M) NORTHEAST OF CENTERLINE OF BALLINGER ROAD,
 DE9457'17.7 FT (5.4 M) WEST-NORTHWEST OF THE NORTHWESTERNMOST BRIDGE
 DE9457'GUARDRAIL POST, 22.5 FT (6.9 M) NORTH OF THE SOUTHWESTERNMOST
 DE9457'GUARDRAIL POST, AND 24.6 FT (7.5 M) SOUTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4437 ***********************************************************************
 FA4437  DESIGNATION -  222 AZ MK
 FA4437  PID         -  FA4437
 FA4437  STATE/COUNTY-  NC/MECKLENBURG
 FA4437  USGS QUAD   -  DERITA (1993)
 FA4437
 FA4437                         *CURRENT SURVEY CONTROL
 FA4437  ___________________________________________________________________
 FA4437* NAD 83(2001)-  35 22 13.62632(N)    080 50 29.01296(W)     NO CHECK  
 FA4437* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 FA4437  ___________________________________________________________________
 FA4437  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FA4437  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FA4437  HORZ ORDER  -  THIRD
 FA4437
 FA4437.The horizontal coordinates were established by classical geodetic methods
 FA4437.and adjusted by the National Geodetic Survey in August 2005.
 FA4437.No horizontal observational check was made to the station.
 FA4437
 FA4437.The orthometric height was scaled from a topographic map.
 FA4437
 FA4437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4437
 FA4437.The geoid height was determined by GEOID03.
 FA4437
 FA4437;                    North         East     Units Scale Factor Converg.
 FA4437;SPC NC       -   181,308.635   442,295.538   MT  0.99987473   -1 03 46.1
 FA4437;SPC NC       -   594,843.41  1,451,097.94   sFT  0.99987473   -1 03 46.1
 FA4437;UTM  17      - 3,914,137.557   514,407.672   MT  0.99960256   +0 05 30.5
 FA4437
 FA4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4437!SPC NC       -   0.99996562  x   0.99987473  =   0.99984035
 FA4437!UTM  17      -   0.99996562  x   0.99960256  =   0.99956819
 FA4437
 FA4437                          SUPERSEDED SURVEY CONTROL
 FA4437
 FA4437  NAD 83(1986)-  35 22 13.64158(N)    080 50 29.02139(W) AD(       ) 3
 FA4437
 FA4437.Superseded values are not recommended for survey control.
 FA4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4437.See file dsdata.txt to determine how the superseded data were derived.
 FA4437
 FA4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1440814138(NAD 83)
 FA4437_MARKER: A = ALUMINUM MARKER
 FA4437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4437_SP_SET: CONCRETE POST
 FA4437_STAMPING: 222
 FA4437_MARK LOGO: NC0870
 FA4437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4437+STABILITY: SURFACE MOTION
 FA4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4437+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 FA4437
 FA4437  HISTORY     - Date     Condition        Report By
 FA4437  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4437  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4437  HISTORY     - 20040324 GOOD             USPSQD
 FA4437
 FA4437                          STATION DESCRIPTION
 FA4437
 FA4437'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4437'MARK IS LOCATED MECKLENBURG COUNTY, 16.1 KM (10.00 MI) NORTH OF
 FA4437'CHARLOTTE.
 FA4437'MARK REACHED BY FIRST GOING TO GPS STATION M 022. (72.18 FT) TO REACH
 FA4437'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 21 AND S.R.2136
 FA4437'(GILEAD ROAD), PROCEED SOUTH ON U.S. HIGHWAY 21 FOR 3.54 KM
 FA4437'(2.20 MI) TO STATION ON WEST RIGHT-OF-WAY OF U.S. 21. STATION IS 7.83
 FA4437'M (25.69 FT) S75W OF THE CENTERLINE OF U.S. 21, 18.28 M (59.97 FT)
 FA4437'SOUTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO THE TABOR INN, AND
 FA4437'22.91 M (75.16 FT) N70E OF A UTILITY POLE ON THE EAST RIGHT-OF-WAY OF
 FA4437'U.S. 21.
 FA4437'TO REACH THE AZIMUTH MARK FROM GPS STATION M 022, PROCEED SOUTH ON U
 FA4437'.S. 21 FOR 0.96 KM (0.60 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY OF
 FA4437'THE ROAD, 2.24 M (7.35 FT) S82W OF THE EDGE OF PAVEMENT.  THE AZIMUTH
 FA4437'MARK IS COMPASS BEARING S12E AND DISTANCE 890.36 M (2921.12 FT) FROM
 FA4437'THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 222.
 FA4437
 FA4437                          STATION RECOVERY (1997)
 FA4437
 FA4437'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4437'MARK NOT FOUND.
 FA4437
 FA4437                          STATION RECOVERY (2004)
 FA4437
 FA4437'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4437'REPORTED NOT FOUND BY USPSQ IN 1997.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1077 ***********************************************************************
 FB1077  DESIGNATION -  2222
 FB1077  PID         -  FB1077
 FB1077  STATE/COUNTY-  NC/BUNCOMBE
 FB1077  USGS QUAD   -  LEICESTER (1990)
 FB1077
 FB1077                         *CURRENT SURVEY CONTROL
 FB1077  ___________________________________________________________________
 FB1077* NAD 83(1986)-  35 42 05.     (N)    082 44 37.     (W)     SCALED    
 FB1077* NAVD 88     -       685.725  (meters)    2249.75   (feet)  ADJUSTED  
 FB1077  ___________________________________________________________________
 FB1077  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FB1077  DYNAMIC HT  -         685.032 (meters)    2247.48  (feet)  COMP
 FB1077  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 FB1077
 FB1077  VERT ORDER  -  SECOND    CLASS 0
 FB1077
 FB1077.The horizontal coordinates were scaled from a topographic map and have
 FB1077.an estimated accuracy of +/- 6 seconds.
 FB1077
 FB1077.The orthometric height was determined by differential leveling
 FB1077.and adjusted in June 1991.
 FB1077
 FB1077.The geoid height was determined by GEOID03.
 FB1077
 FB1077.The dynamic height is computed by dividing the NAVD 88
 FB1077.geopotential number by the normal gravity value computed on the
 FB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1077.degrees latitude (g = 980.6199 gals.).
 FB1077
 FB1077.The modeled gravity was interpolated from observed gravity values.
 FB1077
 FB1077;                    North         East    Units  Estimated Accuracy
 FB1077;SPC NC       -   222,860.      270,910.      MT  (+/- 180 meters Scaled)
 FB1077
 FB1077                          SUPERSEDED SURVEY CONTROL
 FB1077
 FB1077  NGVD 29 (??/??/92)  685.804  (m)         2250.01   (f) ADJ UNCH    2 0
 FB1077
 FB1077.Superseded values are not recommended for survey control.
 FB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1077.See file dsdata.txt to determine how the superseded data were derived.
 FB1077
 FB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV422522(NAD 83)
 FB1077_MARKER: Z = SEE DESCRIPTION
 FB1077_SETTING: 66 = SET IN ROCK OUTCROP
 FB1077_SP_SET: ROCK OUTCROP
 FB1077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1077+STABILITY: POSITION/ELEVATION WELL
 FB1077
 FB1077  HISTORY     - Date     Condition        Report By
 FB1077  HISTORY     - UNK      MONUMENTED       USGS
 FB1077  HISTORY     - 1935     GOOD             NGS
 FB1077
 FB1077                          STATION DESCRIPTION
 FB1077
 FB1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB1077'5.8 MI NW FROM LEICESTER.
 FB1077'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 FB1077'AT LEICESTER, 0.9 MILE SOUTHEAST OF THE JUNCTION OF STATE
 FB1077'HIGHWAY 213, 0.2 MILE SOUTH OF UNION GROVE CHURCH, AT A CURVE
 FB1077'IN THE HIGHWAY, 10 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FB1077'9.7 FEET SOUTHWEST OF A 24-INCH WALNUT TREE ON THE INSIDE OF THE
 FB1077'CURVE, IN THE TOP OF A ROCK OUTCROP, AND 0.5 FOOT LOWER THAN
 FB1077'THE HIGHWAY.  A LEAD PLUG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0031 ***********************************************************************
 FB0031  DESIGNATION -  2222
 FB0031  PID         -  FB0031
 FB0031  STATE/COUNTY-  NC/BUNCOMBE
 FB0031  USGS QUAD   -  OTEEN (1990)
 FB0031
 FB0031                         *CURRENT SURVEY CONTROL
 FB0031  ___________________________________________________________________
 FB0031* NAD 83(1986)-  35 35 50.     (N)    082 23 52.     (W)     SCALED    
 FB0031* NAVD 88     -       676.760  (meters)    2220.34   (feet)  ADJUSTED  
 FB0031  ___________________________________________________________________
 FB0031  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB0031  DYNAMIC HT  -         676.072 (meters)    2218.08  (feet)  COMP
 FB0031  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 FB0031
 FB0031  VERT ORDER  -  FIRST     CLASS I
 FB0031
 FB0031.The horizontal coordinates were scaled from a topographic map and have
 FB0031.an estimated accuracy of +/- 6 seconds.
 FB0031
 FB0031.The orthometric height was determined by differential leveling
 FB0031.and adjusted in June 1991.
 FB0031
 FB0031.The geoid height was determined by GEOID03.
 FB0031
 FB0031.The dynamic height is computed by dividing the NAVD 88
 FB0031.geopotential number by the normal gravity value computed on the
 FB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0031.degrees latitude (g = 980.6199 gals.).
 FB0031
 FB0031.The modeled gravity was interpolated from observed gravity values.
 FB0031
 FB0031;                    North         East    Units  Estimated Accuracy
 FB0031;SPC NC       -   210,180.      301,790.      MT  (+/- 180 meters Scaled)
 FB0031
 FB0031                          SUPERSEDED SURVEY CONTROL
 FB0031
 FB0031  NGVD 29 (??/??/92)  676.859  (m)         2220.66   (f) ADJ UNCH    1 1
 FB0031
 FB0031.Superseded values are not recommended for survey control.
 FB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0031.See file dsdata.txt to determine how the superseded data were derived.
 FB0031
 FB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV733401(NAD 83)
 FB0031_MARKER: P = PIPE CAP
 FB0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0031_STAMPING: EL 2220.543 FT
 FB0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0031
 FB0031  HISTORY     - Date     Condition        Report By
 FB0031  HISTORY     - UNK      MONUMENTED       USGS
 FB0031  HISTORY     - 1967     GOOD             NGS
 FB0031
 FB0031                          STATION DESCRIPTION
 FB0031
 FB0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0031'AT SWANNANOA.
 FB0031'AT SWANNANOA, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 12
 FB0031'FEET SOUTH OF THE NORTHWEST CORNER OF THE RAILROAD STATION, 8.6
 FB0031'FEET NORTH OF THE SOUTHWEST CORNER OF THE RAILROAD STATION, 48
 FB0031'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, A US GEOLOGICAL
 FB0031'SURVEY CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 6
 FB0031'INCHES, 0.4 FOOT WEST OF THE WEST FACE OF THE STATION, 32 FEET
 FB0031'EAST OF BENCH MARK X 139, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9288 ***********************************************************************
 DE9288  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9288  DESIGNATION -  222E 200
 DE9288  PID         -  DE9288
 DE9288  STATE/COUNTY-  NC/GUILFORD
 DE9288  USGS QUAD   -  GUILFORD (1994)
 DE9288
 DE9288                         *CURRENT SURVEY CONTROL
 DE9288  ___________________________________________________________________
 DE9288* NAD 83(2007)-  36 06 23.38821(N)    079 54 05.74228(W)     ADJUSTED  
 DE9288* NAVD 88     -       245.55   (meters)     805.6    (feet)  GPS OBS   
 DE9288  ___________________________________________________________________
 DE9288  EPOCH DATE  -        2002.00
 DE9288  X           -     904,613.600 (meters)                     COMP
 DE9288  Y           -  -5,079,290.783 (meters)                     COMP
 DE9288  Z           -   3,737,871.411 (meters)                     COMP
 DE9288  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 DE9288  ELLIP HEIGHT-         214.060 (meters)          (02/10/07) ADJUSTED
 DE9288  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DE9288
 DE9288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9288  Type    PID    Designation                      North   East  Ellip
 DE9288  -------------------------------------------------------------------
 DE9288  NETWORK DE9288 222E 200                          0.73   0.65   1.29
 DE9288  -------------------------------------------------------------------
 DE9288
 DE9288.The horizontal coordinates were established by GPS observations
 DE9288.and adjusted by the National Geodetic Survey in February 2007.
 DE9288
 DE9288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9288.The horizontal coordinates are valid at the epoch date displayed above.
 DE9288.The epoch date for horizontal control is a decimal equivalence
 DE9288.of Year/Month/Day.
 DE9288
 DE9288.The orthometric height was determined by GPS observations and a
 DE9288.high-resolution geoid model.
 DE9288.The orthometric height was determined by GPS observations and a
 DE9288.high-resolution geoid model using precise GPS observation and
 DE9288.processing techniques.
 DE9288
 DE9288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9288
 DE9288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9288
 DE9288.The ellipsoidal height was determined by GPS observations
 DE9288.and is referenced to NAD 83.
 DE9288
 DE9288.The geoid height was determined by GEOID03.
 DE9288
 DE9288;                    North         East     Units Scale Factor Converg.
 DE9288;SPC NC       -   261,785.887   528,421.954   MT  0.99998376   -0 31 13.3
 DE9288;SPC NC       -   858,875.86  1,733,664.36   sFT  0.99998376   -0 31 13.3
 DE9288;UTM  17      - 3,996,319.087   598,865.218   MT  0.99972043   +0 38 50.4
 DE9288
 DE9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9288!SPC NC       -   0.99996640  x   0.99998376  =   0.99995017
 DE9288!UTM  17      -   0.99996640  x   0.99972043  =   0.99968684
 DE9288
 DE9288:                Primary Azimuth Mark                     Grid Az
 DE9288:SPC NC       -  222E 201                                 302 52 27.4
 DE9288:UTM  17      -  222E 201                                 301 42 23.7
 DE9288
 DE9288|---------------------------------------------------------------------|
 DE9288| PID    Reference Object                     Distance      Geod. Az  |
 DE9288|                                                           dddmmss.s |
 DE9288| DE9289 222E 201                            APPROX. 0.6 KM 3022114.1 |
 DE9288|---------------------------------------------------------------------|
 DE9288
 DE9288                          SUPERSEDED SURVEY CONTROL
 DE9288
 DE9288  NAD 83(2001)-  36 06 23.38853(N)    079 54 05.74202(W) AD(       ) 1
 DE9288  ELLIP H (03/13/03)  214.064  (m)                       GP(       ) 4 2
 DE9288  NAD 83(1986)-  36 06 23.39459(N)    079 54 05.75050(W) AD(       ) 1
 DE9288
 DE9288.Superseded values are not recommended for survey control.
 DE9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9288.See file dsdata.txt to determine how the superseded data were derived.
 DE9288
 DE9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9886596319(NAD 83)
 DE9288_MARKER: DD = SURVEY DISK
 DE9288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9288_STAMPING: 222E.200 7/97
 DE9288_MARK LOGO: NC1940
 DE9288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9288+STABILITY: SURFACE MOTION
 DE9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9288+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9288
 DE9288  HISTORY     - Date     Condition        Report By
 DE9288  HISTORY     - 1997     MONUMENTED       NC1940
 DE9288
 DE9288                          STATION DESCRIPTION
 DE9288
 DE9288'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9288'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF THE
 DE9288'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 2.6 MI (4.2 KM) NORTHEAST
 DE9288'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG OLD OAK RIDGE ROAD
 DE9288'AT AN ENTRANCE INTO MAPLE RIDGE SUBDIVISION.
 DE9288'PROCEED ALONG FLEMING ROAD FOR 0.9 MI (1.4 KM) SOUTH FROM THE JOSEPH
 DE9288'BRYAN BOULEVARD BRIDGE, THENCE RIGHT/NORTHWEST FOR 0.6 MI (1.0 KM)
 DE9288'ALONG OLD OAK RIDGE ROAD TO HARROD LANE ON RIGHT AND STATION.
 DE9288'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD, AND RECESSED 3-INCHES
 DE9288'BELOW GROUND. LOCATED 35.2 FT (10.7 M) NORTHEAST OF THE CENTERLINE OF
 DE9288'ROAD, 77.3 FT (23.6 M) SOUTHEAST OF HARROLD LANE, 29.1 FT (8.9 M)
 DE9288'NORTHWEST OF MIDPOINT OF TWO TELEPHONE PEDESTALS (1-FOOT APART), AND
 DE9288'40.0 FT (12.2 M) EAST-SOUTHEAST OF CENTER OF CATCH BASIN LID.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9289 ***********************************************************************
 DE9289  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9289  DESIGNATION -  222E 201
 DE9289  PID         -  DE9289
 DE9289  STATE/COUNTY-  NC/GUILFORD
 DE9289  USGS QUAD   -  GUILFORD (1994)
 DE9289
 DE9289                         *CURRENT SURVEY CONTROL
 DE9289  ___________________________________________________________________
 DE9289* NAD 83(2007)-  36 06 34.60209(N)    079 54 27.55848(W)     ADJUSTED  
 DE9289* NAVD 88     -       252.44   (meters)     828.2    (feet)  GPS OBS   
 DE9289  ___________________________________________________________________
 DE9289  EPOCH DATE  -        2002.00
 DE9289  X           -     904,041.645 (meters)                     COMP
 DE9289  Y           -  -5,079,191.343 (meters)                     COMP
 DE9289  Z           -   3,738,154.705 (meters)                     COMP
 DE9289  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 DE9289  ELLIP HEIGHT-         220.915 (meters)          (02/10/07) ADJUSTED
 DE9289  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE9289
 DE9289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9289  Type    PID    Designation                      North   East  Ellip
 DE9289  -------------------------------------------------------------------
 DE9289  NETWORK DE9289 222E 201                          0.61   0.57   1.02
 DE9289  -------------------------------------------------------------------
 DE9289
 DE9289.The horizontal coordinates were established by GPS observations
 DE9289.and adjusted by the National Geodetic Survey in February 2007.
 DE9289
 DE9289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9289.The horizontal coordinates are valid at the epoch date displayed above.
 DE9289.The epoch date for horizontal control is a decimal equivalence
 DE9289.of Year/Month/Day.
 DE9289
 DE9289.The orthometric height was determined by GPS observations and a
 DE9289.high-resolution geoid model.
 DE9289.The orthometric height was determined by GPS observations and a
 DE9289.high-resolution geoid model using precise GPS observation and
 DE9289.processing techniques.
 DE9289
 DE9289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9289
 DE9289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9289
 DE9289.The ellipsoidal height was determined by GPS observations
 DE9289.and is referenced to NAD 83.
 DE9289
 DE9289.The geoid height was determined by GEOID03.
 DE9289
 DE9289;                    North         East     Units Scale Factor Converg.
 DE9289;SPC NC       -   262,136.479   527,879.485   MT  0.99998458   -0 31 25.9
 DE9289;SPC NC       -   860,026.10  1,731,884.61   sFT  0.99998458   -0 31 25.9
 DE9289;UTM  17      - 3,996,658.462   598,315.862   MT  0.99971910   +0 38 37.7
 DE9289
 DE9289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9289!SPC NC       -   0.99996533  x   0.99998458  =   0.99994991
 DE9289!UTM  17      -   0.99996533  x   0.99971910  =   0.99968444
 DE9289
 DE9289:                Primary Azimuth Mark                     Grid Az
 DE9289:SPC NC       -  222E 200                                 122 52 27.1
 DE9289:UTM  17      -  222E 200                                 121 42 23.5
 DE9289
 DE9289|---------------------------------------------------------------------|
 DE9289| PID    Reference Object                     Distance      Geod. Az  |
 DE9289|                                                           dddmmss.s |
 DE9289| DE9288 222E 200                            APPROX. 0.6 KM 1222101.2 |
 DE9289|---------------------------------------------------------------------|
 DE9289
 DE9289                          SUPERSEDED SURVEY CONTROL
 DE9289
 DE9289  NAD 83(2001)-  36 06 34.60241(N)    079 54 27.55823(W) AD(       ) 1
 DE9289  ELLIP H (03/13/03)  220.917  (m)                       GP(       ) 4 2
 DE9289  NAD 83(1986)-  36 06 34.60850(N)    079 54 27.56667(W) AD(       ) 1
 DE9289
 DE9289.Superseded values are not recommended for survey control.
 DE9289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9289.See file dsdata.txt to determine how the superseded data were derived.
 DE9289
 DE9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9831696658(NAD 83)
 DE9289_MARKER: DD = SURVEY DISK
 DE9289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9289_STAMPING: 222E.201 7/97
 DE9289_MARK LOGO: NC1940
 DE9289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9289+STABILITY: SURFACE MOTION
 DE9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9289+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9289
 DE9289  HISTORY     - Date     Condition        Report By
 DE9289  HISTORY     - 1997     MONUMENTED       NC1940
 DE9289
 DE9289                          STATION DESCRIPTION
 DE9289
 DE9289'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9289'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF THE
 DE9289'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 2.5 MI (4.0 KM) NORTHEAST
 DE9289'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG OLD OAK RIDGE ROAD.
 DE9289'PROCEED ALONG FLEMING ROAD FOR 0.9 MI (1.4 KM) SOUTH FROM THE JOSEPH
 DE9289'BRYAN BOULEVARD BRIDGE, THENCE RIGHT/NORTHWEST FOR 1.05 MI (1.69 KM)
 DE9289'ALONG OLD OAK RIDGE ROAD TO STATION ON RIGHT/NORTHEAST SIDE OF ROAD,
 DE9289'OPPOSITE HOUSE NUMBER 5867.
 DE9289'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD, AND RECESSED
 DE9289'2-INCHES BELOW GROUND. LOCATED 26.0 FT (7.9 M) NORTHEAST OF THE
 DE9289'CENTERLINE OF ROAD, 19.7 FT (6.0 M) EAST-SOUTHEAST OF MAILBOX (5867),
 DE9289'32.7 FT (10.0 M) SOUTHEAST OF EAST END OF 15-INCH CULVERT (RUNNING
 DE9289'UNDER ROAD), AND 145.5 FT (44.3 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DE9289'OF A CONCRETE TURNOUT TO A COMPLEX OF TELEPHONE BOXES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4438 ***********************************************************************
 FA4438  DESIGNATION -  223 AZ MK
 FA4438  PID         -  FA4438
 FA4438  STATE/COUNTY-  NC/MECKLENBURG
 FA4438  USGS QUAD   -  CORNELIUS (1993)
 FA4438
 FA4438                         *CURRENT SURVEY CONTROL
 FA4438  ___________________________________________________________________
 FA4438* NAD 83(2001)-  35 23 02.16863(N)    080 48 18.59283(W)     NO CHECK  
 FA4438* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 FA4438  ___________________________________________________________________
 FA4438  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FA4438  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FA4438  HORZ ORDER  -  THIRD
 FA4438
 FA4438.The horizontal coordinates were established by classical geodetic methods
 FA4438.and adjusted by the National Geodetic Survey in August 2005.
 FA4438.No horizontal observational check was made to the station.
 FA4438
 FA4438.The orthometric height was scaled from a topographic map.
 FA4438
 FA4438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4438
 FA4438.The geoid height was determined by GEOID03.
 FA4438
 FA4438;                    North         East     Units Scale Factor Converg.
 FA4438;SPC NC       -   182,743.758   445,613.966   MT  0.99987524   -1 02 30.8
 FA4438;SPC NC       -   599,551.81  1,461,985.15   sFT  0.99987524   -1 02 30.8
 FA4438;UTM  17      - 3,915,638.851   517,695.613   MT  0.99960386   +0 06 46.2
 FA4438
 FA4438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4438!SPC NC       -   0.99996577  x   0.99987524  =   0.99984101
 FA4438!UTM  17      -   0.99996577  x   0.99960386  =   0.99956964
 FA4438
 FA4438                          SUPERSEDED SURVEY CONTROL
 FA4438
 FA4438  NAD 83(1986)-  35 23 02.18371(N)    080 48 18.60151(W) AD(       ) 3
 FA4438
 FA4438.Superseded values are not recommended for survey control.
 FA4438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4438.See file dsdata.txt to determine how the superseded data were derived.
 FA4438
 FA4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1769615639(NAD 83)
 FA4438_MARKER: A = ALUMINUM MARKER
 FA4438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4438_SP_SET: CONCRETE POST
 FA4438_STAMPING: 223
 FA4438_MARK LOGO: NC0870
 FA4438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4438+STABILITY: SURFACE MOTION
 FA4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4438+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 FA4438
 FA4438  HISTORY     - Date     Condition        Report By
 FA4438  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4438  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4438  HISTORY     - 19971008 GOOD             USPSQD
 FA4438  HISTORY     - 20040317 GOOD             USPSQD
 FA4438
 FA4438                          STATION DESCRIPTION
 FA4438
 FA4438'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4438'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.72 KM (11.01 MI) NORTHEAST
 FA4438'OF CHARLOTTE.
 FA4438'MARK REACHED BY FIRST GOING TO GPS STATION M 023. (75.46 FT) TO REACH
 FA4438'THE STATION FROM THE INTERSECTION OF U.S.21 AND S.R.2457
 FA4438'(ALEXANDERANA ROAD), PROCEED EAST ON S.R.2457 FOR 2.41 KM (1.50 MI)
 FA4438'TO INTERSECTION OF S.R.2459 (EASTFIELD ROAD). GO NORTHEAST ON S.R.2459
 FA4438'FOR 1.44 KM (0.89 MI) TO INTERSECTION OF S.R.2442 (ASBURY CHAPEL
 FA4438'ROAD).  PROCEED NORTH ON S.R.2442 FOR 1.04 KM (0.65 MI) TO STATION ON
 FA4438'SOUTH RIGHT-OF-WAY OF ROAD.  STATION IS 5.76 M (18.90 FT) SOUTHEAST
 FA4438'OF THE CENTERLINE OF S.R.2442, 4.51 M (14.80 FT) NORTHEAST OF THE
 FA4438'CENTERLINE OF A DIRT ROAD, 8.22 M (26.97 FT) NORTHEAST OF THE END
 FA4438'POST OF A BARBWIRE FENCE AND 17.82 M (58.46 FT) NORTHEAST OF A
 FA4438'UTILITY POLE.
 FA4438'TO REACH THE AZIMUTH MARK FROM GPS STATION M 023, PROCEED NORTHEAST ON
 FA4438'ASBURY CHAPEL ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE SOUTH
 FA4438'RIGHT-OF-WAY OF THE ROAD, 0.97 M (3.18 FT) S31E OF THE EDGE OF
 FA4438'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING N61E AND DISTANCE
 FA4438'448.3 M (1470.80 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4438'STAMPED 223.
 FA4438
 FA4438                          STATION RECOVERY (1997)
 FA4438
 FA4438'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4438'MARK NOT FOUND.
 FA4438
 FA4438                          STATION RECOVERY (1997)
 FA4438
 FA4438'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4438'RECOVERED IN GOOD CONDITION.
 FA4438
 FA4438                          STATION RECOVERY (2004)
 FA4438
 FA4438'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4438'MARKER IS 2.0 FEET FROM SIDE OF ROAD (NOT 3.1 FEET).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9444 ***********************************************************************
 DE9444  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9444  DESIGNATION -  223E 200
 DE9444  PID         -  DE9444
 DE9444  STATE/COUNTY-  NC/GUILFORD
 DE9444  USGS QUAD   -  GUILFORD (1994)
 DE9444
 DE9444                         *CURRENT SURVEY CONTROL
 DE9444  ___________________________________________________________________
 DE9444* NAD 83(2007)-  36 06 56.81142(N)    079 54 00.35446(W)     ADJUSTED  
 DE9444* NAVD 88     -       247.63   (meters)     812.4    (feet)  GPS OBS   
 DE9444  ___________________________________________________________________
 DE9444  EPOCH DATE  -        2002.00
 DE9444  X           -     904,640.089 (meters)                     COMP
 DE9444  Y           -  -5,078,671.017 (meters)                     COMP
 DE9444  Z           -   3,738,704.903 (meters)                     COMP
 DE9444  LAPLACE CORR-           6.90  (seconds)                    DEFLEC99
 DE9444  ELLIP HEIGHT-         216.098 (meters)          (02/10/07) ADJUSTED
 DE9444  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 DE9444
 DE9444  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9444  Type    PID    Designation                      North   East  Ellip
 DE9444  -------------------------------------------------------------------
 DE9444  NETWORK DE9444 223E 200                          1.04   0.86   1.76
 DE9444  -------------------------------------------------------------------
 DE9444
 DE9444.The horizontal coordinates were established by GPS observations
 DE9444.and adjusted by the National Geodetic Survey in February 2007.
 DE9444
 DE9444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9444.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9444.The horizontal coordinates are valid at the epoch date displayed above.
 DE9444.The epoch date for horizontal control is a decimal equivalence
 DE9444.of Year/Month/Day.
 DE9444
 DE9444.The orthometric height was determined by GPS observations and a
 DE9444.high-resolution geoid model.
 DE9444.The orthometric height was determined by GPS observations and a
 DE9444.high-resolution geoid model using precise GPS observation and
 DE9444.processing techniques.
 DE9444
 DE9444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9444
 DE9444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9444
 DE9444.The ellipsoidal height was determined by GPS observations
 DE9444.and is referenced to NAD 83.
 DE9444
 DE9444.The geoid height was determined by GEOID03.
 DE9444
 DE9444;                    North         East     Units Scale Factor Converg.
 DE9444;SPC NC       -   262,814.794   528,566.046   MT  0.99998620   -0 31 10.2
 DE9444;SPC NC       -   862,251.54  1,734,137.10   sFT  0.99998620   -0 31 10.2
 DE9444;UTM  17      - 3,997,350.444   598,988.278   MT  0.99972073   +0 38 54.1
 DE9444
 DE9444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9444!SPC NC       -   0.99996609  x   0.99998620  =   0.99995229
 DE9444!UTM  17      -   0.99996609  x   0.99972073  =   0.99968682
 DE9444
 DE9444                          SUPERSEDED SURVEY CONTROL
 DE9444
 DE9444  NAD 83(2001)-  36 06 56.81174(N)    079 54 00.35420(W) AD(       ) 1
 DE9444  ELLIP H (03/13/03)  216.099  (m)                       GP(       ) 4 2
 DE9444  NAD 83(1986)-  36 06 56.81783(N)    079 54 00.36262(W) AD(       ) 1
 DE9444
 DE9444.Superseded values are not recommended for survey control.
 DE9444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9444.See file dsdata.txt to determine how the superseded data were derived.
 DE9444
 DE9444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9898897350(NAD 83)
 DE9444_MARKER: DD = SURVEY DISK
 DE9444_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9444_SP_SET: TOP OF WALL CATCH BASIN
 DE9444_STAMPING: 223E200 1999
 DE9444_MARK LOGO: NC1940
 DE9444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9444+STABILITY: SURFACE MOTION
 DE9444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9444+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9444
 DE9444  HISTORY     - Date     Condition        Report By
 DE9444  HISTORY     - 1999     MONUMENTED       NC1940
 DE9444
 DE9444                          STATION DESCRIPTION
 DE9444
 DE9444'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9444'STATION IS ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9444'GREENSBORO GOVERNMENT PLAZA, 2.0 MI (3.2 KM) NORTH-NORTHWEST OF
 DE9444'GUILFORD COLLEGE.
 DE9444'ALONG JOSEPH BRYAN BOULEVARD, 0.6 MI (1.0 KM) WEST OF FLEMING ROAD, IN
 DE9444'MEDIAN AND SET IN CONCRETE PAD AROUND CATCH BASIN.
 DE9444'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF WESTBOUND LANES AND
 DE9444'FLUSH WITH THE GROUND. LOCATED 27.0 FT (8.2 M) SOUTH OF CENTERLINE OF
 DE9444'WESTBOUND LANES, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF EASTBOUND
 DE9444'LANES OR 22.0 FT (6.7 M) NORTH OF EDGE OF PAVEMENT, 1.8 FT (0.5 M)
 DE9444'SOUTHEAST OF NORTHWEST CORNER OF CONCRETE BASIN, AND 1.1 FT (0.3 M)
 DE9444'NORTHWEST OF GRATE INLET IN BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4439 ***********************************************************************
 FA4439  DESIGNATION -  224 AZ MK
 FA4439  PID         -  FA4439
 FA4439  STATE/COUNTY-  NC/MECKLENBURG
 FA4439  USGS QUAD   -  DERITA (1993)
 FA4439
 FA4439                         *CURRENT SURVEY CONTROL
 FA4439  ___________________________________________________________________
 FA4439* NAD 83(2001)-  35 22 29.28897(N)    080 48 09.17189(W)     NO CHECK  
 FA4439* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 FA4439  ___________________________________________________________________
 FA4439  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FA4439  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FA4439  HORZ ORDER  -  THIRD
 FA4439
 FA4439.The horizontal coordinates were established by classical geodetic methods
 FA4439.and adjusted by the National Geodetic Survey in August 2005.
 FA4439.No horizontal observational check was made to the station.
 FA4439
 FA4439.The orthometric height was scaled from a topographic map.
 FA4439
 FA4439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4439
 FA4439.The geoid height was determined by GEOID03.
 FA4439
 FA4439;                    North         East     Units Scale Factor Converg.
 FA4439;SPC NC       -   181,726.421   445,833.274   MT  0.99987489   -1 02 25.4
 FA4439;SPC NC       -   596,214.10  1,462,704.67   sFT  0.99987489   -1 02 25.4
 FA4439;UTM  17      - 3,914,626.415   517,935.313   MT  0.99960396   +0 06 51.5
 FA4439
 FA4439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4439!SPC NC       -   0.99996420  x   0.99987489  =   0.99983909
 FA4439!UTM  17      -   0.99996420  x   0.99960396  =   0.99956817
 FA4439
 FA4439                          SUPERSEDED SURVEY CONTROL
 FA4439
 FA4439  NAD 83(1986)-  35 22 29.30426(N)    080 48 09.18073(W) AD(       ) 3
 FA4439
 FA4439.Superseded values are not recommended for survey control.
 FA4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4439.See file dsdata.txt to determine how the superseded data were derived.
 FA4439
 FA4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1793514626(NAD 83)
 FA4439_MARKER: A = ALUMINUM MARKER
 FA4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4439_SP_SET: CONCRETE POST
 FA4439_STAMPING: 224
 FA4439_MARK LOGO: NC0870
 FA4439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4439+STABILITY: SURFACE MOTION
 FA4439
 FA4439  HISTORY     - Date     Condition        Report By
 FA4439  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4439  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4439  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FA4439  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4439
 FA4439                          STATION DESCRIPTION
 FA4439
 FA4439'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4439'MARK LOCATED IN MECKLENBURG COUNTY, 15.29 KM (9.50 MI) NORTHEAST OF
 FA4439'CHARLOTTE.
 FA4439'MARK REACHED BY FIRST GOING TO GPS STATION M 024---JAS 140 1966 BM
 FA4439'DOI---. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 77
 FA4439'(EXIT 18) AND S.R.2483 (HARRIS BLVD), PROCEED EAST ON S.R.2483 FOR
 FA4439'2.73 KM (1.70 MI) TO INTERSECTION OF ROUTE 115.  GO NORTH ON ROUTE
 FA4439'115 FOR 2.65 KM (1.65 MI) TO INTERSECTION OF S.R.2459 (EASTFIELD
 FA4439'ROAD).  GO NORTHEAST ON S.R.2459 FOR 1.93 KM (1.20 MI) TO
 FA4439'INTERSECTION OF S.R.2480 (BROWNE ROAD).
 FA4439'S35E OF THE CENTERLINE OF S.R.2459, 10.42 M (34.19 FT) N60E OF THE
 FA4439'CENTERLINE OF S.R.2480, 3.65 M (11.98 FT) N35W OF A TELEPHONE
 FA4439'JUNCTION BOX NO.11127-PG6-401-600, AND TWO INCHES NORTH OF A WITNESS
 FA4439'POST.)TO REACH THE AZIMUTH MARK FROM GPS STATION M 024, PROCEED
 FA4439'NORTHEAST ON EASTFIELD ROAD FOR 0.75 KM (0.47 MI) TO THE MARK IN THE
 FA4439'EAST RIGHT-OF-WAY OF THE ROAD, 1.06 M (3.48 FT) S38E OF THE EDGE OF
 FA4439'PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING N55E AND DISTANCE
 FA4439'743.107 M (2438.010 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4439'STAMPED 224.
 FA4439
 FA4439                          STATION RECOVERY (1997)
 FA4439
 FA4439'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4439'MARK NOT FOUND.
 FA4439
 FA4439                          STATION RECOVERY (1997)
 FA4439
 FA4439'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4439'MARK NOT FOUND.
 FA4439
 FA4439                          STATION RECOVERY (2004)
 FA4439
 FA4439'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4439'SEARCHED E SIDE OF ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4440 ***********************************************************************
 FA4440  DESIGNATION -  225 AZ MK
 FA4440  PID         -  FA4440
 FA4440  STATE/COUNTY-  NC/MECKLENBURG
 FA4440  USGS QUAD   -  DERITA (1993)
 FA4440
 FA4440                         *CURRENT SURVEY CONTROL
 FA4440  ___________________________________________________________________
 FA4440* NAD 83(2001)-  35 22 30.04790(N)    080 46 19.59230(W)     NO CHECK  
 FA4440* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 FA4440  ___________________________________________________________________
 FA4440  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 FA4440  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FA4440  HORZ ORDER  -  THIRD
 FA4440
 FA4440.The horizontal coordinates were established by classical geodetic methods
 FA4440.and adjusted by the National Geodetic Survey in August 2005.
 FA4440.No horizontal observational check was made to the station.
 FA4440
 FA4440.The orthometric height was scaled from a topographic map.
 FA4440
 FA4440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4440
 FA4440.The geoid height was determined by GEOID03.
 FA4440
 FA4440;                    North         East     Units Scale Factor Converg.
 FA4440;SPC NC       -   181,700.012   448,598.868   MT  0.99987490   -1 01 22.1
 FA4440;SPC NC       -   596,127.46  1,471,778.12   sFT  0.99987490   -1 01 22.1
 FA4440;UTM  17      - 3,914,655.736   520,700.129   MT  0.99960528   +0 07 55.0
 FA4440
 FA4440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4440!SPC NC       -   0.99996733  x   0.99987490  =   0.99984223
 FA4440!UTM  17      -   0.99996733  x   0.99960528  =   0.99957262
 FA4440
 FA4440                          SUPERSEDED SURVEY CONTROL
 FA4440
 FA4440  NAD 83(1986)-  35 22 30.06291(N)    080 46 19.60119(W) AD(       ) 3
 FA4440
 FA4440.Superseded values are not recommended for survey control.
 FA4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4440.See file dsdata.txt to determine how the superseded data were derived.
 FA4440
 FA4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2070014656(NAD 83)
 FA4440_MARKER: A = ALUMINUM MARKER
 FA4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4440_SP_SET: CONCRETE POST
 FA4440_STAMPING: 225
 FA4440_MARK LOGO: NC0870
 FA4440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4440+STABILITY: SURFACE MOTION
 FA4440
 FA4440  HISTORY     - Date     Condition        Report By
 FA4440  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4440  HISTORY     - 19970315 GOOD             USPSQD
 FA4440  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FA4440  HISTORY     - 20000918 SEE DESCRIPTION  NCGS
 FA4440  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4440
 FA4440                          STATION DESCRIPTION
 FA4440
 FA4440'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4440'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.72 KM (11.01 MI) NORTHEAST
 FA4440'OF CHARLOTTE.
 FA4440'MARK REACHED BY FIRST GOING TO GPS STATION M 025. (82.02 FT) TO REACH
 FA4440'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2472
 FA4440'(MALLARD CREEK CHURCH ROAD), PROCEED WEST ON S.R.2472 FOR 2.41 KM
 FA4440'(1.50 MI) TO INTERSECTION OF S.R.2467 (MALLARD CREEK ROAD). GO
 FA4440'SOUTHWEST ON S.R.2467 FOR 0.32 KM (0.20 MI) TO INTERSECTION OF S
 FA4440'.R.2475 (PROSPERTY CHURCH ROAD). PROCEED NORTH ON S.R.2475 FOR 3.22 KM
 FA4440'(2.00 MI) TO INTERSECTION OF S.R.2601 (RIDGE ROAD).  GO EAST ON S
 FA4440'.R.2601 FOR 0.64 KM (0.40 MI) TO STATION ON NORTH RIGHT-OF-WAY OF THE
 FA4440'ROAD.
 FA4440'STATION IS 2.98 M (9.78 FT) N15W OF THE CENTERLINE OF S.R.2601, 26.72
 FA4440'M (87.66 FT) S70W OF A UTILITY POLE, 1.21 M (3.97 FT) N15W OF THE
 FA4440'EDGE OF PAVEMENT, AND 14.02 M (46.00 FT) S77W OF THE CENTERLINE OF
 FA4440'THE DRIVEWAY TO T.R. DANIEL RESIDENCE.
 FA4440'TO REACH THE AZIMUTH MARK FROM GPS STATION M 025, PROCEED EAST ON
 FA4440'RIDGE ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE NORTH
 FA4440'RIGHT-OF-WAY OF THE ROAD, 0.57 M (1.87 FT) N12W OF THE EDGE OF THE
 FA4440'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING N72E AND DISTANCE
 FA4440'516.637 M (1695.000 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4440'STAMPED 225.
 FA4440
 FA4440                          STATION RECOVERY (1997)
 FA4440
 FA4440'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4440'RECOVERED IN GOOD CONDITION.
 FA4440
 FA4440                          STATION RECOVERY (1997)
 FA4440
 FA4440'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4440'MARK NOT FOUND.
 FA4440
 FA4440                          STATION RECOVERY (2000)
 FA4440
 FA4440'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4440'THE STATION WAS NOT FOUND.  IT APPEARS TO HAVE BEEN REPLACED BY CITY
 FA4440'OF CHARLOTTE MONUMENT, STAMPED--014-02--, WHICH WAS RECOVERED IN THE
 FA4440'APPROXIMATE LOCATION.
 FA4440
 FA4440                          STATION RECOVERY (2004)
 FA4440
 FA4440'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4440'SEARCHED N SIDE OF RIDGE ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4441 ***********************************************************************
 FA4441  DESIGNATION -  226 AZ MK
 FA4441  PID         -  FA4441
 FA4441  STATE/COUNTY-  NC/MECKLENBURG
 FA4441  USGS QUAD   -  HARRISBURG (1993)
 FA4441
 FA4441                         *CURRENT SURVEY CONTROL
 FA4441  ___________________________________________________________________
 FA4441* NAD 83(2001)-  35 21 17.49553(N)    080 44 04.71226(W)     NO CHECK  
 FA4441* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 FA4441  ___________________________________________________________________
 FA4441  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA4441  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FA4441  HORZ ORDER  -  THIRD
 FA4441
 FA4441.The horizontal coordinates were established by classical geodetic methods
 FA4441.and adjusted by the National Geodetic Survey in August 2005.
 FA4441.No horizontal observational check was made to the station.
 FA4441
 FA4441.The orthometric height was scaled from a topographic map.
 FA4441
 FA4441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4441
 FA4441.The geoid height was determined by GEOID03.
 FA4441
 FA4441;                    North         East     Units Scale Factor Converg.
 FA4441;SPC NC       -   179,404.542   451,963.433   MT  0.99987420   -1 00 04.3
 FA4441;SPC NC       -   588,596.40  1,482,816.70   sFT  0.99987420   -1 00 04.3
 FA4441;UTM  17      - 3,912,429.134   524,109.356   MT  0.99960716   +0 09 12.8
 FA4441
 FA4441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4441!SPC NC       -   0.99997030  x   0.99987420  =   0.99984450
 FA4441!UTM  17      -   0.99997030  x   0.99960716  =   0.99957747
 FA4441
 FA4441                          SUPERSEDED SURVEY CONTROL
 FA4441
 FA4441  NAD 83(1986)-  35 21 17.51048(N)    080 44 04.72098(W) AD(       ) 3
 FA4441
 FA4441.Superseded values are not recommended for survey control.
 FA4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4441.See file dsdata.txt to determine how the superseded data were derived.
 FA4441
 FA4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2410912429(NAD 83)
 FA4441_MARKER: A = ALUMINUM MARKER
 FA4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4441_SP_SET: CONCRETE POST
 FA4441_STAMPING: 226
 FA4441_MARK LOGO: NC0870
 FA4441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4441+STABILITY: SURFACE MOTION
 FA4441
 FA4441  HISTORY     - Date     Condition        Report By
 FA4441  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4441  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4441  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FA4441  HISTORY     - 20000612 SEE DESCRIPTION  NCGS
 FA4441
 FA4441                          STATION DESCRIPTION
 FA4441
 FA4441'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4441'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.72 KM (11.01 MI) NORTHEAST
 FA4441'OF CHARLOTTE.
 FA4441'MARK REACHED BY FIRST GOING TO GPS STATION M 026. (85.30 FT) TO REACH
 FA4441'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2472
 FA4441'(MALLARD CREEK CHURCH ROAD), PROCEED NORTHWEST ON S.R.2472 FOR 2.41
 FA4441'KM (1.50 MI) TO INTERSECTION OF S.R.2467 (MALLARD CREEK ROAD).  GO
 FA4441'NORTHEAST ON S.R.2467 FOR 3.38 KM (2.10 MI) TO STATION LOCATED IN
 FA4441'NORTH RIGHT-OF-WAY OF S.R.2467. STATION IS 3.56 M (11.68 FT) N35E OF
 FA4441'THE CENTERLINE OF S.R.2467, 25.29 M (82.97 FT) S45E OF THE CENTERLINE
 FA4441'OF A DRIVEWAY, 13.71 M (44.98 FT) S20E OF A FIVE-INCH FIR TREE, AND
 FA4441'1.21 M (3.97 FT) N35E OF THE EDGE OF PAVEMENT OF S.R.2467.
 FA4441'TO REACH THE AZIMUTH MARK FROM GPS STATION M 026, PROCEED EAST ON
 FA4441'MALLARD CREEK ROAD FOR 0.75 KM (0.47 MI) TO THE MARK IN THE SOUTH
 FA4441'RIGHT-OF-WAY OF THE ROAD, 0.94 M (3.08 FT) S37W OF THE EDGE OF
 FA4441'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING S54E AND DISTANCE
 FA4441'756.418 M (2481.681 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4441'STAMPED 226.
 FA4441
 FA4441                          STATION RECOVERY (1997)
 FA4441
 FA4441'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4441'MARK NOT FOUND.
 FA4441
 FA4441                          STATION RECOVERY (1997)
 FA4441
 FA4441'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4441'MARK NOT FOUND.
 FA4441
 FA4441                          STATION RECOVERY (2000)
 FA4441
 FA4441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4441'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4442 ***********************************************************************
 FA4442  DESIGNATION -  227 RM
 FA4442  PID         -  FA4442
 FA4442  STATE/COUNTY-  NC/MECKLENBURG
 FA4442  USGS QUAD   -  HARRISBURG (1993)
 FA4442
 FA4442                         *CURRENT SURVEY CONTROL
 FA4442  ___________________________________________________________________
 FA4442* NAD 83(2001)-  35 21 12.49234(N)    080 42 44.13245(W)     NO CHECK  
 FA4442* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 FA4442  ___________________________________________________________________
 FA4442  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FA4442  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FA4442  HORZ ORDER  -  THIRD
 FA4442
 FA4442.The horizontal coordinates were established by classical geodetic methods
 FA4442.and adjusted by the National Geodetic Survey in August 2005.
 FA4442.No horizontal observational check was made to the station.
 FA4442
 FA4442.The orthometric height was scaled from a topographic map.
 FA4442
 FA4442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4442
 FA4442.The geoid height was determined by GEOID03.
 FA4442
 FA4442;                    North         East     Units Scale Factor Converg.
 FA4442;SPC NC       -   179,215.078   453,994.679   MT  0.99987416   -0 59 17.8
 FA4442;SPC NC       -   587,974.80  1,489,480.88   sFT  0.99987416   -0 59 17.8
 FA4442;UTM  17      - 3,912,280.684   526,143.466   MT  0.99960842   +0 09 59.4
 FA4442
 FA4442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4442!SPC NC       -   0.99997077  x   0.99987416  =   0.99984493
 FA4442!UTM  17      -   0.99997077  x   0.99960842  =   0.99957920
 FA4442
 FA4442                          SUPERSEDED SURVEY CONTROL
 FA4442
 FA4442  NAD 83(1986)-  35 21 12.50705(N)    080 42 44.14148(W) AD(       ) 3
 FA4442
 FA4442.Superseded values are not recommended for survey control.
 FA4442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4442.See file dsdata.txt to determine how the superseded data were derived.
 FA4442
 FA4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2614312281(NAD 83)
 FA4442_MARKER: A = ALUMINUM MARKER
 FA4442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4442_SP_SET: CONCRETE POST
 FA4442_STAMPING: 227
 FA4442_MARK LOGO: NC0870
 FA4442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4442+STABILITY: SURFACE MOTION
 FA4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4442+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 FA4442
 FA4442  HISTORY     - Date     Condition        Report By
 FA4442  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4442  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4442  HISTORY     - 19971008 GOOD             USPSQD
 FA4442  HISTORY     - 20000612 GOOD             NCGS
 FA4442  HISTORY     - 20040317 GOOD             USPSQD
 FA4442
 FA4442                          STATION DESCRIPTION
 FA4442
 FA4442'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4442'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.28 KM (11.98 MI) NORTHEAST
 FA4442'OF CHARLOTTE.
 FA4442'MARK REACHED BY FIRST GOING TO GPS STATION M 027. (88.58 FT) TO REACH
 FA4442'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2472
 FA4442'(MALLARD CREEK CHURCH ROAD), PROCEED NORTHWEST ON S.R.2472 FOR 2.41
 FA4442'KM (1.50 MI) TO INTERSECTION OF S.R.2467 (MALLARD CREEK ROAD). GO
 FA4442'NORTHEAST ON S.R.2467 FOR 7.16 KM (4.45 MI) TO THE STATION LOCATED ON
 FA4442'NORTH RIGHT-OF-WAY OF S.R.2467.
 FA4442'STATION IS 4.11 M (13.48 FT) N40E OF THE CENTERLINE OF S.R.2467, 9.08
 FA4442'M (29.79 FT) N40E OF A WOODEN FENCE LINE ON THE SOUTH RIGHT-OF-WAY OF
 FA4442'S.R.2467, 33.83 M (110.99 FT) N50W OF MAILBOX NO.15221, AND 38.89 M
 FA4442'(127.59 FT) S40E OF A UTILITY POLE WITH A TAG.  (NOTE) STATION IS
 FA4442'2.17 KM (1.35 MI) EAST OF INTERSTATE-85 OVERPASS ON S.R.2467.
 FA4442'TO REACH THE REFERENCE MARK FROM GPS STATION M 027, PROCEED WEST ON
 FA4442'MALLARD CREEK FOR 0.40 KM (0.25 MI) TO THE MARK IN THE NORTH
 FA4442'RIGHT-OF-WAY OF THE ROAD, 4.26 M (13.98 FT) N08W OF THE EDGE OF
 FA4442'PAVEMENT.  THE MARK IS COMPASS BEARING N76W AND DISTANCE 395.483 M
 FA4442'(1297.514 FT) FROM THE GPS STATION.  THE MARK IS STAMPED 227.
 FA4442
 FA4442                          STATION RECOVERY (1997)
 FA4442
 FA4442'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4442'MARK NOT FOUND.
 FA4442
 FA4442                          STATION RECOVERY (1997)
 FA4442
 FA4442'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4442'RECOVERED IN GOOD CONDITION.
 FA4442
 FA4442                          STATION RECOVERY (2000)
 FA4442
 FA4442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4442'RECOVERED AS DESCRIBED.
 FA4442
 FA4442                          STATION RECOVERY (2004)
 FA4442
 FA4442'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9440 ***********************************************************************
 DE9440  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9440  DESIGNATION -  227E 200
 DE9440  PID         -  DE9440
 DE9440  STATE/COUNTY-  NC/GUILFORD
 DE9440  USGS QUAD   -  SUMMERFIELD (1994)
 DE9440
 DE9440                         *CURRENT SURVEY CONTROL
 DE9440  ___________________________________________________________________
 DE9440* NAD 83(2007)-  36 08 45.20339(N)    079 53 07.49585(W)     ADJUSTED  
 DE9440* NAVD 88     -       268.38   (meters)     880.5    (feet)  GPS OBS   
 DE9440  ___________________________________________________________________
 DE9440  EPOCH DATE  -        2002.00
 DE9440  X           -     905,598.513 (meters)                     COMP
 DE9440  Y           -  -5,076,516.064 (meters)                     COMP
 DE9440  Z           -   3,741,415.541 (meters)                     COMP
 DE9440  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 DE9440  ELLIP HEIGHT-         236.735 (meters)          (02/10/07) ADJUSTED
 DE9440  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DE9440
 DE9440  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9440  Type    PID    Designation                      North   East  Ellip
 DE9440  -------------------------------------------------------------------
 DE9440  NETWORK DE9440 227E 200                          2.10   1.88   3.04
 DE9440  -------------------------------------------------------------------
 DE9440
 DE9440.The horizontal coordinates were established by GPS observations
 DE9440.and adjusted by the National Geodetic Survey in February 2007.
 DE9440
 DE9440.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9440.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9440.The horizontal coordinates are valid at the epoch date displayed above.
 DE9440.The epoch date for horizontal control is a decimal equivalence
 DE9440.of Year/Month/Day.
 DE9440
 DE9440.The orthometric height was determined by GPS observations and a
 DE9440.high-resolution geoid model.
 DE9440.The orthometric height was determined by GPS observations and a
 DE9440.high-resolution geoid model using precise GPS observation and
 DE9440.processing techniques.
 DE9440
 DE9440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9440
 DE9440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9440
 DE9440.The ellipsoidal height was determined by GPS observations
 DE9440.and is referenced to NAD 83.
 DE9440
 DE9440.The geoid height was determined by GEOID03.
 DE9440
 DE9440;                    North         East     Units Scale Factor Converg.
 DE9440;SPC NC       -   266,143.665   529,917.703   MT  0.99999427   -0 30 39.7
 DE9440;SPC NC       -   873,173.01  1,738,571.66   sFT  0.99999427   -0 30 39.7
 DE9440;UTM  17      - 4,000,705.281   600,271.443   MT  0.99972388   +0 39 26.9
 DE9440
 DE9440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9440!SPC NC       -   0.99996285  x   0.99999427  =   0.99995712
 DE9440!UTM  17      -   0.99996285  x   0.99972388  =   0.99968674
 DE9440
 DE9440                          SUPERSEDED SURVEY CONTROL
 DE9440
 DE9440  NAD 83(2001)-  36 08 45.20371(N)    079 53 07.49559(W) AD(       ) 1
 DE9440  ELLIP H (03/13/03)  236.733  (m)                       GP(       ) 4 2
 DE9440  NAD 83(1986)-  36 08 45.20987(N)    079 53 07.50352(W) AD(       ) 1
 DE9440
 DE9440.Superseded values are not recommended for survey control.
 DE9440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9440.See file dsdata.txt to determine how the superseded data were derived.
 DE9440
 DE9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0027100705(NAD 83)
 DE9440_MARKER: DD = SURVEY DISK
 DE9440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9440_STAMPING: 227E200 1999
 DE9440_MARK LOGO: NC1940
 DE9440_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9440+STABILITY: SURFACE MOTION
 DE9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9440+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9440
 DE9440  HISTORY     - Date     Condition        Report By
 DE9440  HISTORY     - 1999     MONUMENTED       NC1940
 DE9440
 DE9440                          STATION DESCRIPTION
 DE9440
 DE9440'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9440'STATION IS ABOUT 7.3 MI (11.7 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9440'GOVERNMENT PLAZA, AND 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF SUMMERFIELD.
 DE9440'ALONG SR 2182 (HORSE PEN CREEK ROAD) 1.0 MI (1.6 KM) WEST OF US 220
 DE9440'(BATTLEGROUND AVENUE), OR 0.2 MI (0.3 KM) WEST OF CARLSON DAIRY ROAD,
 DE9440'ON THE NORTHWEST SIDE OF ROAD, BY A GRAVEL DRIVE TO HOUSE UNDER
 DE9440'CONSTRUCTION.
 DE9440'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF SR 2182 AND FLUSH WITH
 DE9440'THE GROUND. LOCATED 20.8 FT (6.3 M) NORTH-NORTHWEST OF THE CENTERLINE
 DE9440'OF SR 2182, 26.6 FT (8.1 M) EAST-NORTHEAST OF THE CENTERLINE OF NEW
 DE9440'GRAVEL DRIVE, 72.4 FT (22.1 M) WEST OF A FIRE HYDRANT (ACROSS ROAD),
 DE9440'AND 20.0 FT (6.1 M) EAST-SOUTHEAST OF A 12-INCH CEDAR (ON NORTH EDGE
 DE9440'OF DRIVE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4443 ***********************************************************************
 FA4443  DESIGNATION -  228 RM
 FA4443  PID         -  FA4443
 FA4443  STATE/COUNTY-  NC/MECKLENBURG
 FA4443  USGS QUAD   -  DERITA (1993)
 FA4443
 FA4443                         *CURRENT SURVEY CONTROL
 FA4443  ___________________________________________________________________
 FA4443* NAD 83(2001)-  35 21 13.40921(N)    080 52 28.54643(W)     NO CHECK  
 FA4443* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 FA4443  ___________________________________________________________________
 FA4443  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FA4443  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FA4443  HORZ ORDER  -  THIRD
 FA4443
 FA4443.The horizontal coordinates were established by classical geodetic methods
 FA4443.and adjusted by the National Geodetic Survey in August 2005.
 FA4443.No horizontal observational check was made to the station.
 FA4443
 FA4443.The orthometric height was scaled from a topographic map.
 FA4443
 FA4443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4443
 FA4443.The geoid height was determined by GEOID03.
 FA4443
 FA4443;                    North         East     Units Scale Factor Converg.
 FA4443;SPC NC       -   179,509.852   439,244.022   MT  0.99987417   -1 04 55.1
 FA4443;SPC NC       -   588,941.91  1,441,086.43   sFT  0.99987417   -1 04 55.1
 FA4443;UTM  17      - 3,912,278.159   511,393.841   MT  0.99960160   +0 04 21.2
 FA4443
 FA4443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4443!SPC NC       -   0.99996829  x   0.99987417  =   0.99984246
 FA4443!UTM  17      -   0.99996829  x   0.99960160  =   0.99956990
 FA4443
 FA4443                          SUPERSEDED SURVEY CONTROL
 FA4443
 FA4443  NAD 83(1986)-  35 21 13.42385(N)    080 52 28.55430(W) AD(       ) 3
 FA4443
 FA4443.Superseded values are not recommended for survey control.
 FA4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4443.See file dsdata.txt to determine how the superseded data were derived.
 FA4443
 FA4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1139412278(NAD 83)
 FA4443_MARKER: A = ALUMINUM MARKER
 FA4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4443_SP_SET: CONCRETE POST
 FA4443_STAMPING: 228
 FA4443_MARK LOGO: NC0870
 FA4443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4443+STABILITY: SURFACE MOTION
 FA4443
 FA4443  HISTORY     - Date     Condition        Report By
 FA4443  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4443  HISTORY     - 19970315 GOOD             USPSQD
 FA4443  HISTORY     - 19980218 GOOD             USPSQD
 FA4443
 FA4443                          STATION DESCRIPTION
 FA4443
 FA4443'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4443'MARK IS LOCATED IN MECKLENBURG COUNTY, 14.52 KM (9.02 MI) NORTH OF
 FA4443'CHARLOTTE.
 FA4443'MARK REACHED BY FIRST GOING TO GPS STATION M 028. (91.86 FT) TO REACH
 FA4443'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND S.R.2113
 FA4443'(HARRIS-REAMES ROADS), PROCEED WEST ON S.R.2113 FOR 2.73 KM
 FA4443'(1.70 MI) TO INTERSECTION OF S.R.2004 (MT HOLLY-HUNTERSVILLE ROAD).
 FA4443'GO SOUTHWEST ON S.R.2004 FOR 0.48 KM (0.30 MI) TO INTERSECTION OF S
 FA4443'.R.2121 (WESTMINISTER ROAD). PROCEED NORTHWEST ON S.R.2121 FOR 0.24 KM
 FA4443'(0.15 MI) TO STATION IN SOUTH RIGHT-OF-WAY OF S.R.2121.
 FA4443'STATION IS 3.96 M (12.99 FT) SOUTHWEST OF THE CENTERLINE OF S.R.2121,
 FA4443'20.54 M (67.39 FT) NORTHWEST OF UTILITY POLE NO.5, 11.79 M
 FA4443'(38.68 FT)   NORTHEAST OF A SMALL WALNUT TREE, AND 1.82 M (5.97 FT)
 FA4443'SOUTH OF THE EDGE OF PAVEMENT OF S.R. 2121.
 FA4443'TO REACH THE REFERENCE MARK FROM GPS STATION M 028, PROCEED SOUTHEAST
 FA4443'ON WESTMINISTER ROAD FOR 0.23 KM (0.14 MI) TO THE MARK IN THE SOUTH
 FA4443'RIGHT-OF-WAY OF MOUNT HOLLY-HUNTERSVILLE ROAD, 1.52 M (4.99 FT) FROM
 FA4443'THE EDGE OF PAVEMENT. THE MARK IS COMPASS BEARING S42E AND DISTANCE
 FA4443'261.496 M (857.925 FT) FROM THE GPS STATION. THE MARK IS STAMPED 228.
 FA4443
 FA4443                          STATION RECOVERY (1997)
 FA4443
 FA4443'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4443'RECOVERED IN GOOD CONDITION.
 FA4443
 FA4443                          STATION RECOVERY (1998)
 FA4443
 FA4443'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9439 ***********************************************************************
 DE9439  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9439  DESIGNATION -  228E 200
 DE9439  PID         -  DE9439
 DE9439  STATE/COUNTY-  NC/GUILFORD
 DE9439  USGS QUAD   -  LAKE BRANDT (1994)
 DE9439
 DE9439                         *CURRENT SURVEY CONTROL
 DE9439  ___________________________________________________________________
 DE9439* NAD 83(2007)-  36 08 46.70498(N)    079 52 13.98056(W)     ADJUSTED  
 DE9439* NAVD 88     -       261.17   (meters)     856.9    (feet)  GPS OBS   
 DE9439  ___________________________________________________________________
 DE9439  EPOCH DATE  -        2002.00
 DE9439  X           -     906,909.764 (meters)                     COMP
 DE9439  Y           -  -5,076,248.377 (meters)                     COMP
 DE9439  Z           -   3,741,448.699 (meters)                     COMP
 DE9439  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 DE9439  ELLIP HEIGHT-         229.584 (meters)          (02/10/07) ADJUSTED
 DE9439  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 DE9439
 DE9439  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9439  Type    PID    Designation                      North   East  Ellip
 DE9439  -------------------------------------------------------------------
 DE9439  NETWORK DE9439 228E 200                          0.90   0.61   1.18
 DE9439  -------------------------------------------------------------------
 DE9439
 DE9439.The horizontal coordinates were established by GPS observations
 DE9439.and adjusted by the National Geodetic Survey in February 2007.
 DE9439
 DE9439.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9439.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9439.The horizontal coordinates are valid at the epoch date displayed above.
 DE9439.The epoch date for horizontal control is a decimal equivalence
 DE9439.of Year/Month/Day.
 DE9439
 DE9439.The orthometric height was determined by GPS observations and a
 DE9439.high-resolution geoid model.
 DE9439.The orthometric height was determined by GPS observations and a
 DE9439.high-resolution geoid model using precise GPS observation and
 DE9439.processing techniques.
 DE9439
 DE9439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9439
 DE9439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9439
 DE9439.The ellipsoidal height was determined by GPS observations
 DE9439.and is referenced to NAD 83.
 DE9439
 DE9439.The geoid height was determined by GEOID03.
 DE9439
 DE9439;                    North         East     Units Scale Factor Converg.
 DE9439;SPC NC       -   266,178.113   531,255.891   MT  0.99999438   -0 30 08.8
 DE9439;SPC NC       -   873,286.03  1,742,962.04   sFT  0.99999438   -0 30 08.8
 DE9439;UTM  17      - 4,000,766.998   601,608.291   MT  0.99972721   +0 39 58.5
 DE9439
 DE9439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9439!SPC NC       -   0.99996397  x   0.99999438  =   0.99995835
 DE9439!UTM  17      -   0.99996397  x   0.99972721  =   0.99969119
 DE9439
 DE9439:                Primary Azimuth Mark                     Grid Az
 DE9439:SPC NC       -  229W 201                                 101 20 17.7
 DE9439:UTM  17      -  229W 201                                 100 10 10.4
 DE9439
 DE9439|---------------------------------------------------------------------|
 DE9439| PID    Reference Object                     Distance      Geod. Az  |
 DE9439|                                                           dddmmss.s |
 DE9439| DE9305 229W 201                            473.449 METERS 1005008.9 |
 DE9439| DE9438 171E 200                            366.073 METERS 19204     |
 DE9439|---------------------------------------------------------------------|
 DE9439
 DE9439                          SUPERSEDED SURVEY CONTROL
 DE9439
 DE9439  NAD 83(2001)-  36 08 46.70536(N)    079 52 13.98025(W) AD(       ) 1
 DE9439  ELLIP H (03/13/03)  229.584  (m)                       GP(       ) 4 2
 DE9439  NAD 83(1986)-  36 08 46.71156(N)    079 52 13.98810(W) AD(       ) 1
 DE9439
 DE9439.Superseded values are not recommended for survey control.
 DE9439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9439.See file dsdata.txt to determine how the superseded data were derived.
 DE9439
 DE9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0160800767(NAD 83)
 DE9439_MARKER: DD = SURVEY DISK
 DE9439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9439_STAMPING: 228E200 1999
 DE9439_MARK LOGO: NC1940
 DE9439_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9439+STABILITY: SURFACE MOTION
 DE9439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9439+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9439
 DE9439  HISTORY     - Date     Condition        Report By
 DE9439  HISTORY     - 1999     MONUMENTED       NC1940
 DE9439
 DE9439                          STATION DESCRIPTION
 DE9439
 DE9439'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9439'STATION IS ABOUT 6.7 MI (10.8 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9439'GOVERNMENT PLAZA, AND 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF SUMMERFIELD.
 DE9439'ALONG SR 2182 (HORSE PEN CREEK ROAD) O.5 MI WEST OF US 220
 DE9439'(BATTLEGROUND AVENUE), ON THE NORTH SIDE OF INTERSECTION WITH SR 2192
 DE9439'(FOUR FARMS ROAD), ON THE NORTH PROJECTION OF WEST EDGE OF PAVEMENT OF
 DE9439'SR 2192 AND IN GRASS MEDIAN BETWEEN ROAD AND PARKING LOT OF NORTHWEST
 DE9439'GALLERIES.
 DE9439'MARK IS ABOUT LEVEL WITH THE SR 2182 AND FLUSH WITH THE GROUND.
 DE9439'LOCATED 18.0 FT (5.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 2182,
 DE9439'49.4 FT (15.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF WESTERN EXIT OF
 DE9439'GALLERIES PARKING LOT, 35.9 FT (10.9 M) SOUTHEAST OF POWER POLE WITH
 DE9439'TRANSFORMER (BY TELEPHONE PEDESTAL), AND 25.7 FT (7.8 M)
 DE9439'EAST-SOUTHEAST OF A SCHOOL CROSSING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0026 ***********************************************************************
 EZ0026  DESIGNATION -  229
 EZ0026  PID         -  EZ0026
 EZ0026  STATE/COUNTY-  NC/JOHNSTON
 EZ0026  USGS QUAD   -  SELMA (1988)
 EZ0026
 EZ0026                         *CURRENT SURVEY CONTROL
 EZ0026  ___________________________________________________________________
 EZ0026* NAD 83(1986)-  35 35 02.     (N)    078 21 23.     (W)     SCALED    
 EZ0026* NAVD 88     -        69.309  (meters)     227.39   (feet)  ADJUSTED  
 EZ0026  ___________________________________________________________________
 EZ0026  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EZ0026  DYNAMIC HT  -          69.247 (meters)     227.19  (feet)  COMP
 EZ0026  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 EZ0026  OBS GRAVITY -     979,749.6   (mgal)                       GRAV_OBS
 EZ0026
 EZ0026  VERT ORDER  -  SECOND    CLASS II
 EZ0026
 EZ0026.The horizontal coordinates were scaled from a topographic map and have
 EZ0026.an estimated accuracy of +/- 6 seconds.
 EZ0026
 EZ0026.The orthometric height was determined by differential leveling
 EZ0026.and adjusted in August 2000.
 EZ0026
 EZ0026.The geoid height was determined by GEOID03.
 EZ0026
 EZ0026.The dynamic height is computed by dividing the NAVD 88
 EZ0026.geopotential number by the normal gravity value computed on the
 EZ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0026.degrees latitude (g = 980.6199 gals.).
 EZ0026
 EZ0026.The modeled gravity was interpolated from observed gravity values.
 EZ0026.The observed gravity was obtained from relative gravimeter ties
 EZ0026.to the IGSN71 gravity network.
 EZ0026
 EZ0026;                    North         East    Units  Estimated Accuracy
 EZ0026;SPC NC       -   203,620.      667,930.      MT  (+/- 180 meters Scaled)
 EZ0026
 EZ0026                          SUPERSEDED SURVEY CONTROL
 EZ0026
 EZ0026  NAVD 88 (06/15/91)   69.318  (m)          227.42   (f) UNKNOWN     1 1
 EZ0026  NGVD 29 (??/??/92)   69.609  (m)          228.38   (f) ADJ UNCH    1 1
 EZ0026
 EZ0026.Superseded values are not recommended for survey control.
 EZ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0026.See file dsdata.txt to determine how the superseded data were derived.
 EZ0026
 EZ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV395410(NAD 83)
 EZ0026_MARKER: B = BOLT
 EZ0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ0026_SP_SET: CONCRETE HEADWALL
 EZ0026_STAMPING: USGS 229 BM
 EZ0026_MARK LOGO: USGS  
 EZ0026_PROJECTION: FLUSH
 EZ0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0026+STABILITY: SURFACE MOTION
 EZ0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0026+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 EZ0026
 EZ0026  HISTORY     - Date     Condition        Report By
 EZ0026  HISTORY     - UNK      MONUMENTED       USGS
 EZ0026  HISTORY     - 1968     GOOD             NGS
 EZ0026  HISTORY     - 1978     GOOD             DOD
 EZ0026  HISTORY     - 19860101 GOOD             NCGS
 EZ0026  HISTORY     - 19860101 GOOD             NCGS
 EZ0026  HISTORY     - 19951127 GOOD             NCGS
 EZ0026  HISTORY     - 20050920 GOOD             NCGS
 EZ0026
 EZ0026                          STATION DESCRIPTION
 EZ0026
 EZ0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0026'0.2 MI E FROM WILSON MILLS.
 EZ0026'ABOUT 0.15 MILE SOUTHEAST ALONG SECONDARY ROAD 1900 FROM THE HIGH
 EZ0026'SCHOOL AT WILSON MILLS, THENCE 0.1 MILE NORTHEAST ALONG SECONDARY
 EZ0026'ROAD 1908, 152 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE
 EZ0026'ROAD AND THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK, SET IN THE
 EZ0026'CENTER OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A STONE
 EZ0026'CULVERT UNDER THE TRACK, 150 FEET NORTHWEST OF THE CENTERLINE
 EZ0026'OF THE ROAD, 18 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EZ0026'TRACK, 0.1 MILE NORTHWEST OF BENCH MARK B 150, AND ABOUT 3 FEET
 EZ0026'BELOW THE LEVEL OF THE TRACK.
 EZ0026
 EZ0026                          STATION RECOVERY (1978)
 EZ0026
 EZ0026'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0026'RECOVERED IN GOOD CONDITION.
 EZ0026
 EZ0026                          STATION RECOVERY (1986)
 EZ0026
 EZ0026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0026'RECOVERED AS DESCRIBED.  SR 1900 IS NOW KNOWN AS US 70-A.
 EZ0026
 EZ0026                          STATION RECOVERY (1986)
 EZ0026
 EZ0026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0026'RECOVERED AS DESCRIBED.  SR 1900 IS NOW KNOWN AS US 70-A.
 EZ0026
 EZ0026                          STATION RECOVERY (1995)
 EZ0026
 EZ0026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ0026'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING CORRECTIONS.  SR 1900
 EZ0026'IS NOW SR 1913 (WILSONS MILL RD.) , SR 1908 IS NAMED (FIRE DEPT. RD.)
 EZ0026
 EZ0026                          STATION RECOVERY (2005)
 EZ0026
 EZ0026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ0026'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES AND ADDITIONS.  MARK
 EZ0026'IS 153 FT (46.6 M) NORTH NORTHWEST OF THE CENTER OF RAILROAD CROSSING
 EZ0026'AND 7.3 FT (2.2 M) SOUTHWEST OF THE NORTHWEST END OF NORTHERN
 EZ0026'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4444 ***********************************************************************
 FA4444  DESIGNATION -  229 AZ MK
 FA4444  PID         -  FA4444
 FA4444  STATE/COUNTY-  NC/MECKLENBURG
 FA4444  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4444
 FA4444                         *CURRENT SURVEY CONTROL
 FA4444  ___________________________________________________________________
 FA4444* NAD 83(2001)-  35 19 07.98323(N)    080 58 25.61596(W)     NO CHECK  
 FA4444* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FA4444  ___________________________________________________________________
 FA4444  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 FA4444  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FA4444  HORZ ORDER  -  THIRD
 FA4444
 FA4444.The horizontal coordinates were established by classical geodetic methods
 FA4444.and adjusted by the National Geodetic Survey in August 2005.
 FA4444.No horizontal observational check was made to the station.
 FA4444
 FA4444.The orthometric height was scaled from a topographic map.
 FA4444
 FA4444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4444
 FA4444.The geoid height was determined by GEOID03.
 FA4444
 FA4444;                    North         East     Units Scale Factor Converg.
 FA4444;SPC NC       -   175,820.374   430,154.639   MT  0.99987328   -1 08 21.2
 FA4444;SPC NC       -   576,837.34  1,411,265.68   sFT  0.99987328   -1 08 21.2
 FA4444;UTM  17      - 3,908,407.360   502,383.098   MT  0.99960007   +0 00 54.6
 FA4444
 FA4444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4444!SPC NC       -   0.99997443  x   0.99987328  =   0.99984771
 FA4444!UTM  17      -   0.99997443  x   0.99960007  =   0.99957451
 FA4444
 FA4444                          SUPERSEDED SURVEY CONTROL
 FA4444
 FA4444  NAD 83(1986)-  35 19 07.99760(N)    080 58 25.62296(W) AD(       ) 3
 FA4444
 FA4444.Superseded values are not recommended for survey control.
 FA4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4444.See file dsdata.txt to determine how the superseded data were derived.
 FA4444
 FA4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0238308407(NAD 83)
 FA4444_MARKER: A = ALUMINUM MARKER
 FA4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4444_SP_SET: CONCRETE POST
 FA4444_STAMPING: 229
 FA4444_MARK LOGO: NC0870
 FA4444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4444+STABILITY: SURFACE MOTION
 FA4444
 FA4444  HISTORY     - Date     Condition        Report By
 FA4444  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4444  HISTORY     - 19980218 GOOD             USPSQD
 FA4444
 FA4444                          STATION DESCRIPTION
 FA4444
 FA4444'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4444'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.1 KM (10.00 MI) NORTHWEST OF
 FA4444'CHARLOTTE.
 FA4444'MARK REACHED BY FIRST GOING TO GPS STATION M 029. (95.14 FT) TO REACH
 FA4444'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 11B)AND
 FA4444'ROUTE 16, PROCEED NORTH ON ROUTE 16 FOR 13.52 KM (8.40 MI) TO
 FA4444'INTERSECTION OF S.R.2004 (MT HOLLY-HUNTERSVILLE ROAD). GO SOUTHWEST
 FA4444'ON S.R.2004 FOR 2.25 KM (1.40 MI) TO S.R.1667 (HARWOOD LANE). PROCEED
 FA4444'NORTH ON S.R.1667 FOR 1.77 KM (1.10 MI) TO STATION ON WEST
 FA4444'RIGHT-OF-WAY OF S.R.1667.
 FA4444'STATION IS 5.24 KM (3.26 MI) S40W OF THE CENTERLINE OF S.R.1667, 22.09
 FA4444'KM (13.73 MI) EAST OF UTILITY POLE NO.20, 14.69 KM (9.13 MI) N30W OF
 FA4444'THE WEST END OF A CONCRETE DRAIN PIPE, AND 1.82 M (5.97 FT) WEST OF
 FA4444'THE EDGE OF PAVEMENT OF S.R.1667.
 FA4444'TO REACH THE AZIMUTH MARK FROM GPS STATION M 039, PROCEED SOUTH ON
 FA4444'HARWOOD LANE 0.72 KM (0.45 MI) TO THE MARK IN THE WEST RIGHT-OF WAY
 FA4444'OF THE ROAD, 1.37 M (4.49 FT) SOUTHWEST OF THE EDGE OF THE PAVEMENT.
 FA4444'THE AZIMUTH MARK IS COMPASS BEARING S51E AND DISTANCE 678.668 M
 FA4444'(2226.597 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 229.
 FA4444
 FA4444                          STATION RECOVERY (1998)
 FA4444
 FA4444'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9304 ***********************************************************************
 DE9304  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9304  DESIGNATION -  229W 200
 DE9304  PID         -  DE9304
 DE9304  STATE/COUNTY-  NC/GUILFORD
 DE9304  USGS QUAD   -  LAKE BRANDT (1994)
 DE9304
 DE9304                         *CURRENT SURVEY CONTROL
 DE9304  ___________________________________________________________________
 DE9304* NAD 83(2007)-  36 08 39.62274(N)    079 51 39.46449(W)     ADJUSTED  
 DE9304* NAVD 88     -       237.06   (meters)     777.8    (feet)  GPS OBS   
 DE9304  ___________________________________________________________________
 DE9304  EPOCH DATE  -        2002.00
 DE9304  X           -     907,778.451 (meters)                     COMP
 DE9304  Y           -  -5,076,204.172 (meters)                     COMP
 DE9304  Z           -   3,741,258.226 (meters)                     COMP
 DE9304  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 DE9304  ELLIP HEIGHT-         205.527 (meters)          (02/10/07) ADJUSTED
 DE9304  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE9304
 DE9304  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9304  Type    PID    Designation                      North   East  Ellip
 DE9304  -------------------------------------------------------------------
 DE9304  NETWORK DE9304 229W 200                          1.94   1.25   2.47
 DE9304  -------------------------------------------------------------------
 DE9304
 DE9304.The horizontal coordinates were established by GPS observations
 DE9304.and adjusted by the National Geodetic Survey in February 2007.
 DE9304
 DE9304.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9304.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9304.The horizontal coordinates are valid at the epoch date displayed above.
 DE9304.The epoch date for horizontal control is a decimal equivalence
 DE9304.of Year/Month/Day.
 DE9304
 DE9304.The orthometric height was determined by GPS observations and a
 DE9304.high-resolution geoid model.
 DE9304.The orthometric height was determined by GPS observations and a
 DE9304.high-resolution geoid model using precise GPS observation and
 DE9304.processing techniques.
 DE9304
 DE9304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9304
 DE9304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9304
 DE9304.The ellipsoidal height was determined by GPS observations
 DE9304.and is referenced to NAD 83.
 DE9304
 DE9304.The geoid height was determined by GEOID03.
 DE9304
 DE9304;                    North         East     Units Scale Factor Converg.
 DE9304;SPC NC       -   265,952.304   532,116.832   MT  0.99999385   -0 29 48.9
 DE9304;SPC NC       -   872,545.18  1,745,786.64   sFT  0.99999385   -0 29 48.9
 DE9304;UTM  17      - 4,000,558.852   602,473.429   MT  0.99972938   +0 40 18.8
 DE9304
 DE9304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9304!SPC NC       -   0.99996774  x   0.99999385  =   0.99996159
 DE9304!UTM  17      -   0.99996774  x   0.99972938  =   0.99969713
 DE9304
 DE9304:                Primary Azimuth Mark                     Grid Az
 DE9304:SPC NC       -  229W 201                                 288 29 50.7
 DE9304:UTM  17      -  229W 201                                 287 19 43.0
 DE9304
 DE9304|---------------------------------------------------------------------|
 DE9304| PID    Reference Object                     Distance      Geod. Az  |
 DE9304|                                                           dddmmss.s |
 DE9304| DE9305 229W 201                            418.350 METERS 2880001.8 |
 DE9304|---------------------------------------------------------------------|
 DE9304
 DE9304                          SUPERSEDED SURVEY CONTROL
 DE9304
 DE9304  NAD 83(2001)-  36 08 39.62318(N)    079 51 39.46418(W) AD(       ) 1
 DE9304  ELLIP H (03/13/03)  205.528  (m)                       GP(       ) 4 2
 DE9304  NAD 83(1986)-  36 08 39.62944(N)    079 51 39.47204(W) AD(       ) 1
 DE9304
 DE9304.Superseded values are not recommended for survey control.
 DE9304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9304.See file dsdata.txt to determine how the superseded data were derived.
 DE9304
 DE9304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0247300559(NAD 83)
 DE9304_MARKER: DD = SURVEY DISK
 DE9304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9304_STAMPING: 229W.200 7/97
 DE9304_MARK LOGO: NC1940
 DE9304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9304+STABILITY: SURFACE MOTION
 DE9304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9304+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9304
 DE9304  HISTORY     - Date     Condition        Report By
 DE9304  HISTORY     - 1997     MONUMENTED       NC1940
 DE9304
 DE9304                          STATION DESCRIPTION
 DE9304
 DE9304'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9304'STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF THE
 DE9304'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 5.1 MI (8.2 KM) NORTHEAST OF
 DE9304'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ALONG OLD BATTLEGROUND
 DE9304'ROAD, AT THE ENTRANCE TO THE WHITE HORSE FARMS SUBDIVISION.
 DE9304'ALONG OLD BATTLEGROUND ROAD FOR 0.5 MI (0.8 KM) SOUTHEAST FROM THE
 DE9304'(NORTH) INTERSECTION WITH BATTLEGROUND AVENUE (US 220) TO WHITE HORSE
 DE9304'DRIVE AND STATION ON LEFT ABOUT 75-FEET NORTHWEST OF INTERSECTION.
 DE9304'LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF OLD
 DE9304'BATTLEGROUND ROAD, 62.1 FT (18.9 M) NORTHWEST OF A POWER POLE (K), AND
 DE9304'28.8 FT (8.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AT 4701
 DE9304'WHITE HORSE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9305 ***********************************************************************
 DE9305  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9305  DESIGNATION -  229W 201
 DE9305  PID         -  DE9305
 DE9305  STATE/COUNTY-  NC/GUILFORD
 DE9305  USGS QUAD   -  LAKE BRANDT (1994)
 DE9305
 DE9305                         *CURRENT SURVEY CONTROL
 DE9305  ___________________________________________________________________
 DE9305* NAD 83(2007)-  36 08 43.81687(N)    079 51 55.37979(W)     ADJUSTED  
 DE9305* NAVD 88     -       250.08   (meters)     820.5    (feet)  GPS OBS   
 DE9305  ___________________________________________________________________
 DE9305  EPOCH DATE  -        2002.00
 DE9305  X           -     907,375.200 (meters)                     COMP
 DE9305  Y           -  -5,076,209.468 (meters)                     COMP
 DE9305  Z           -   3,741,370.287 (meters)                     COMP
 DE9305  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 DE9305  ELLIP HEIGHT-         218.522 (meters)          (02/10/07) ADJUSTED
 DE9305  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DE9305
 DE9305  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9305  Type    PID    Designation                      North   East  Ellip
 DE9305  -------------------------------------------------------------------
 DE9305  NETWORK DE9305 229W 201                          0.92   0.69   1.27
 DE9305  -------------------------------------------------------------------
 DE9305
 DE9305.The horizontal coordinates were established by GPS observations
 DE9305.and adjusted by the National Geodetic Survey in February 2007.
 DE9305
 DE9305.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9305.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9305.The horizontal coordinates are valid at the epoch date displayed above.
 DE9305.The epoch date for horizontal control is a decimal equivalence
 DE9305.of Year/Month/Day.
 DE9305
 DE9305.The orthometric height was determined by GPS observations and a
 DE9305.high-resolution geoid model.
 DE9305.The orthometric height was determined by GPS observations and a
 DE9305.high-resolution geoid model using precise GPS observation and
 DE9305.processing techniques.
 DE9305
 DE9305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9305
 DE9305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9305
 DE9305.The ellipsoidal height was determined by GPS observations
 DE9305.and is referenced to NAD 83.
 DE9305
 DE9305.The geoid height was determined by GEOID03.
 DE9305
 DE9305;                    North         East     Units Scale Factor Converg.
 DE9305;SPC NC       -   266,085.032   531,720.098   MT  0.99999416   -0 29 58.1
 DE9305;SPC NC       -   872,980.64  1,744,485.02   sFT  0.99999416   -0 29 58.1
 DE9305;UTM  17      - 4,000,683.427   602,074.176   MT  0.99972838   +0 40 09.5
 DE9305
 DE9305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9305!SPC NC       -   0.99996570  x   0.99999416  =   0.99995986
 DE9305!UTM  17      -   0.99996570  x   0.99972838  =   0.99969409
 DE9305
 DE9305:                Primary Azimuth Mark                     Grid Az
 DE9305:SPC NC       -  229W 200                                 108 29 50.5
 DE9305:UTM  17      -  229W 200                                 107 19 42.9
 DE9305
 DE9305|---------------------------------------------------------------------|
 DE9305| PID    Reference Object                     Distance      Geod. Az  |
 DE9305|                                                           dddmmss.s |
 DE9305| DE9304 229W 200                            418.350 METERS 1075952.4 |
 DE9305| DE9300 172W 200                            APPROX. 0.6 KM 1721707.0 |
 DE9305|---------------------------------------------------------------------|
 DE9305
 DE9305                          SUPERSEDED SURVEY CONTROL
 DE9305
 DE9305  NAD 83(2001)-  36 08 43.81725(N)    079 51 55.37948(W) AD(       ) 1
 DE9305  ELLIP H (03/13/03)  218.523  (m)                       GP(       ) 4 2
 DE9305  NAD 83(1986)-  36 08 43.82348(N)    079 51 55.38736(W) AD(       ) 1
 DE9305
 DE9305.Superseded values are not recommended for survey control.
 DE9305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9305.See file dsdata.txt to determine how the superseded data were derived.
 DE9305
 DE9305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0207400683(NAD 83)
 DE9305_MARKER: DD = SURVEY DISK
 DE9305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9305_STAMPING: 229W.201 7/97
 DE9305_MARK LOGO: NC1940
 DE9305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9305+STABILITY: SURFACE MOTION
 DE9305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9305+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9305
 DE9305  HISTORY     - Date     Condition        Report By
 DE9305  HISTORY     - 1997     MONUMENTED       NC1940
 DE9305
 DE9305                          STATION DESCRIPTION
 DE9305
 DE9305'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9305'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF THE
 DE9305'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 5.0 MI (8.0 KM) NORTHEAST OF
 DE9305'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND AT THE INTERSECTION OF
 DE9305'OLD BATTLEGROUND ROAD AND MICHAUX ROAD.
 DE9305'ALONG OLD BATTLEGROUND ROAD FOR 0.2 MI (0.3 KM) SOUTHEAST FROM THE
 DE9305'(NORTH) INTERSECTION WITH BATTLEGROUND AVENUE (US 220) TO MICHAUX ROAD
 DE9305'ON LEFT AND STATION ON RIGHT ABOUT 50-FEET SOUTHEAST OF INTERSECTION,
 DE9305'AND NEAR DRIVEWAY INTO FRIENDSHIP CARE.
 DE9305'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9305'LOCATED 22.4 FT (6.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF OLD
 DE9305'BATTLEGROUND ROAD, 34.7 FT (10.6 M) EAST-SOUTHEAST OF THE CENTERLINE
 DE9305'OF THE FRIENDSHIP CARE DRIVEWAY, 56.0 FT (17.1 M) SOUTH-SOUTHWEST AND
 DE9305'ACROSS ROAD FROM A FIRE HYDRANT, 41.2 FT (12.6 M) EAST OF THE CENTER
 DE9305'OF A BRICK--FRIENDSHIP CARE--SIGN, AND 35.8 FT (10.9 M)
 DE9305'NORTH-NORTHWEST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9365 ***********************************************************************
 DE9365  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9365  DESIGNATION -  22W 204
 DE9365  PID         -  DE9365
 DE9365  STATE/COUNTY-  NC/GUILFORD
 DE9365  USGS QUAD   -  GREENSBORO (1994)
 DE9365
 DE9365                         *CURRENT SURVEY CONTROL
 DE9365  ___________________________________________________________________
 DE9365* NAD 83(2007)-  36 03 29.04095(N)    079 49 40.70679(W)     ADJUSTED  
 DE9365* NAVD 88     -       263.01   (meters)     862.9    (feet)  GPS OBS   
 DE9365  ___________________________________________________________________
 DE9365  EPOCH DATE  -        2002.00
 DE9365  X           -     911,700.900 (meters)                     COMP
 DE9365  Y           -  -5,081,253.811 (meters)                     COMP
 DE9365  Z           -   3,733,538.926 (meters)                     COMP
 DE9365  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 DE9365  ELLIP HEIGHT-         232.090 (meters)          (02/10/07) ADJUSTED
 DE9365  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9365
 DE9365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9365  Type    PID    Designation                      North   East  Ellip
 DE9365  -------------------------------------------------------------------
 DE9365  NETWORK DE9365 22W 204                           0.53   0.45   0.94
 DE9365  -------------------------------------------------------------------
 DE9365
 DE9365.The horizontal coordinates were established by GPS observations
 DE9365.and adjusted by the National Geodetic Survey in February 2007.
 DE9365
 DE9365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9365.The horizontal coordinates are valid at the epoch date displayed above.
 DE9365.The epoch date for horizontal control is a decimal equivalence
 DE9365.of Year/Month/Day.
 DE9365
 DE9365.The orthometric height was determined by GPS observations and a
 DE9365.high-resolution geoid model.
 DE9365.The orthometric height was determined by GPS observations and a
 DE9365.high-resolution geoid model using precise GPS observation and
 DE9365.processing techniques.
 DE9365
 DE9365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9365
 DE9365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9365
 DE9365.The ellipsoidal height was determined by GPS observations
 DE9365.and is referenced to NAD 83.
 DE9365
 DE9365.The geoid height was determined by GEOID03.
 DE9365
 DE9365;                    North         East     Units Scale Factor Converg.
 DE9365;SPC NC       -   256,354.653   535,005.778   MT  0.99997150   -0 28 40.4
 DE9365;SPC NC       -   841,056.89  1,755,264.79   sFT  0.99997150   -0 28 40.4
 DE9365;UTM  17      - 3,991,024.476   605,556.697   MT  0.99973729   +0 41 23.7
 DE9365
 DE9365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9365!SPC NC       -   0.99996358  x   0.99997150  =   0.99993508
 DE9365!UTM  17      -   0.99996358  x   0.99973729  =   0.99970087
 DE9365
 DE9365|---------------------------------------------------------------------|
 DE9365| PID    Reference Object                     Distance      Geod. Az  |
 DE9365|                                                           dddmmss.s |
 DE9365| AI2351 COLISEUM                            197.239 METERS 13243     |
 DE9365|---------------------------------------------------------------------|
 DE9365
 DE9365                          SUPERSEDED SURVEY CONTROL
 DE9365
 DE9365  NAD 83(2001)-  36 03 29.04129(N)    079 49 40.70650(W) AD(       ) 1
 DE9365  ELLIP H (03/13/03)  232.091  (m)                       GP(       ) 4 2
 DE9365  NAD 83(1986)-  36 03 29.04733(N)    079 49 40.71425(W) AD(       ) 1
 DE9365
 DE9365.Superseded values are not recommended for survey control.
 DE9365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9365.See file dsdata.txt to determine how the superseded data were derived.
 DE9365
 DE9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0555791024(NAD 83)
 DE9365_MARKER: I = METAL ROD
 DE9365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9365_MARK LOGO: NC1940
 DE9365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9365+STABILITY: SURFACE MOTION
 DE9365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9365+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9365
 DE9365  HISTORY     - Date     Condition        Report By
 DE9365  HISTORY     - 1997     MONUMENTED       NC1940
 DE9365
 DE9365                          STATION DESCRIPTION
 DE9365
 DE9365'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9365'STATION IS LOCATED IN GREENSBORO, ABOUT 1.9 MI (3.1 KM) WEST-SOUTHWEST
 DE9365'OF DOWNTOWN, 7.0 MI (11.3 KM) EAST-SOUTHEAST OF THE PIEDMONT TRIAD
 DE9365'INTERNATIONAL AIRPORT, ALONG HIGH POINT ROAD (US 29A-70A) ON THE
 DE9365'SOUTHWEST SIDE OF GREENSBORO COLISEUM.
 DE9365'ALONG HIGH POINT ROAD FOR 1.2 MI (1.9 KM) NORTHEAST FROM THE I-40
 DE9365'OVERRPASS (EXIT 217), TO STATION IN THE MEDIAN ACROSS NORTHBOUND LANES
 DE9365'FROM LARGE--GREENSBORO COLISUM--SIGN.
 DE9365'MARK IS ABOUT 24-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND 1
 DE9365'1/2-FEET LOWER THAN THE CENTERLINE OF ROAD. LOCATED 9.4 FT (2.9 M)
 DE9365'NORTHWEST OF THE EDGE OF PAVEMENT OF NORTHBOUND LANES, 5.6 FT (1.7 M)
 DE9365'SOUTHEAST OF PAVEMENT OF SOUTHBOUND LANES, 23.5 FT (7.2 M) SOUTH OF A
 DE9365'SEWER MANHOLE IN SOUTHBOUND LANES, 18.4 FT (5.6 M) EAST OF A SEWER
 DE9365'MANHOLE IN SOUTHBOUND LANES, AND 31.1 FT (9.5 M) NORTHEAST OF
 DE9365'SPEED-LIMIT SIGN IN MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0186 ***********************************************************************
 FA0186  DESIGNATION -  23
 FA0186  PID         -  FA0186
 FA0186  STATE/COUNTY-  NC/MONTGOMERY
 FA0186  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA0186
 FA0186                         *CURRENT SURVEY CONTROL
 FA0186  ___________________________________________________________________
 FA0186* NAD 83(1986)-  35 12 21.     (N)    080 03 49.     (W)     SCALED    
 FA0186* NAVD 88     -        66.869  (meters)     219.39   (feet)  ADJUSTED  
 FA0186  ___________________________________________________________________
 FA0186  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FA0186  DYNAMIC HT  -          66.809 (meters)     219.19  (feet)  COMP
 FA0186  MODELED GRAV-     979,741.8   (mgal)                       NAVD 88
 FA0186
 FA0186  VERT ORDER  -  SECOND    CLASS 0
 FA0186
 FA0186.The horizontal coordinates were scaled from a topographic map and have
 FA0186.an estimated accuracy of +/- 6 seconds.
 FA0186
 FA0186.The orthometric height was determined by differential leveling
 FA0186.and adjusted in June 1991.
 FA0186
 FA0186.The geoid height was determined by GEOID03.
 FA0186
 FA0186.The dynamic height is computed by dividing the NAVD 88
 FA0186.geopotential number by the normal gravity value computed on the
 FA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0186.degrees latitude (g = 980.6199 gals.).
 FA0186
 FA0186.The modeled gravity was interpolated from observed gravity values.
 FA0186
 FA0186;                    North         East    Units  Estimated Accuracy
 FA0186;SPC NC       -   162,010.      512,760.      MT  (+/- 180 meters Scaled)
 FA0186
 FA0186                          SUPERSEDED SURVEY CONTROL
 FA0186
 FA0186  NGVD 29 (??/??/92)   67.158  (m)          220.33   (f) ADJ UNCH    2 0
 FA0186
 FA0186.Superseded values are not recommended for survey control.
 FA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0186.See file dsdata.txt to determine how the superseded data were derived.
 FA0186
 FA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU852962(NAD 83)
 FA0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0186+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1996
 FA0186
 FA0186  HISTORY     - Date     Condition        Report By
 FA0186  HISTORY     - UNK      FIRST OBSERVED   USGS
 FA0186  HISTORY     - 1934     GOOD             NGS
 FA0186  HISTORY     - 19960605 GOOD             NCGS
 FA0186
 FA0186                          STATION DESCRIPTION
 FA0186
 FA0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FA0186'3.9 MI SE FROM NORWOOD.
 FA0186'IN MONTGOMERY COUNTY, 3.9 MILES SOUTHEAST ALONG THE NORFOLK
 FA0186'SOUTHERN RAILROAD FROM THE STATION AT NORWOOD, STANLY COUNTY,
 FA0186'125 YARDS DOWNSTREAM FROM THE CAROLINA POWER AND LIGHT CO.
 FA0186'NORWOOD DEVELOPMENT DAM, 20 FEET EAST OF THE EAST EDGE OF PEE
 FA0186'DEE RIVER, AT THE SOUTHERNMOST POWER-TRANSMISSION LINE TOWER,
 FA0186'IN THE EAST FACE OF THE SOUTHEAST CONCRETE FOUNDATION, AND 20
 FA0186'FEET HIGHER THAN THE RIVER.  A BOLT--
 FA0186
 FA0186                          STATION RECOVERY (1996)
 FA0186
 FA0186'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA0186'RECOVERED AS DESCRIBED. STATION IS A METAL ROD PROTRUDING 1 1/2-INCHES
 FA0186'FROM THE EAST FACE OF THE SOUTHEAST CONCRETE FOOTING FOR THE SOUTHERN
 FA0186'TRANSMISSION LINE TOWER. IT IS IDENTIFIED BY A 5-INCH CHISELED CIRCLE
 FA0186'AROUND THE ROD AND--USBM 23--CHISELED ABOVE. THE MARK IS INSIDE A
 FA0186'RESTRICTED AREA--PERMISSION TO ACCESS MAY BE OBTAINED ON SITE AT THE
 FA0186'DAM OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2914 ***********************************************************************
 FZ2914  DESIGNATION -  23 ATA
 FZ2914  PID         -  FZ2914
 FZ2914  STATE/COUNTY-  NC/ASHE
 FZ2914  USGS QUAD   -  GRASSY CREEK (1978)
 FZ2914
 FZ2914                         *CURRENT SURVEY CONTROL
 FZ2914  ___________________________________________________________________
 FZ2914* NAD 83(2007)-  36 33 50.78790(N)    081 29 14.45752(W)     ADJUSTED  
 FZ2914* NAVD 88     -       861.20   (meters)    2825.5    (feet)  LEVELING  
 FZ2914  ___________________________________________________________________
 FZ2914  EPOCH DATE  -        2002.00
 FZ2914  X           -     759,326.845 (meters)                     COMP
 FZ2914  Y           -  -5,073,111.978 (meters)                     COMP
 FZ2914  Z           -   3,779,145.356 (meters)                     COMP
 FZ2914  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FZ2914  ELLIP HEIGHT-         830.197 (meters)          (02/10/07) ADJUSTED
 FZ2914  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FZ2914
 FZ2914  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2914  Type    PID    Designation                      North   East  Ellip
 FZ2914  -------------------------------------------------------------------
 FZ2914  NETWORK FZ2914 23 ATA                            0.78   0.76   1.88
 FZ2914  -------------------------------------------------------------------
 FZ2914  VERT ORDER  -  THIRD ?
 FZ2914
 FZ2914.The horizontal coordinates were established by GPS observations
 FZ2914.and adjusted by the National Geodetic Survey in February 2007.
 FZ2914
 FZ2914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2914.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2914.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2914.The epoch date for horizontal control is a decimal equivalence
 FZ2914.of Year/Month/Day.
 FZ2914
 FZ2914.The orthometric height was determined by differential leveling.
 FZ2914.The vertical network tie was performed by a horz. field party for horz.
 FZ2914.obs reductions. Reset procedures were used to establish the elevation.
 FZ2914
 FZ2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2914
 FZ2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2914
 FZ2914.The ellipsoidal height was determined by GPS observations
 FZ2914.and is referenced to NAD 83.
 FZ2914
 FZ2914.The geoid height was determined by GEOID03.
 FZ2914
 FZ2914;                    North         East     Units Scale Factor Converg.
 FZ2914;SPC NC       -   314,988.664   386,933.894   MT  1.00013521   -1 26 08.2
 FZ2914;SPC NC       - 1,033,425.31  1,269,465.62   sFT  1.00013521   -1 26 08.2
 FZ2914;SPC VA S     - 1,029,841.309 3,232,614.032   MT  1.00004294   -1 48 47.1
 FZ2914;SPC VA S     - 3,378,737.69 10,605,667.87   sFT  1.00004294   -1 48 47.1
 FZ2914;UTM  17      - 4,046,629.690   456,391.155   MT  0.99962343   -0 17 25.2
 FZ2914
 FZ2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2914!SPC NC       -   0.99986973  x   1.00013521  =   1.00000492
 FZ2914!SPC VA S     -   0.99986973  x   1.00004294  =   0.99991266
 FZ2914!UTM  17      -   0.99986973  x   0.99962343  =   0.99949321
 FZ2914
 FZ2914:                Primary Azimuth Mark                     Grid Az
 FZ2914:SPC NC       -  POWERS                                   199 09 18.1
 FZ2914:SPC VA S     -  POWERS                                   199 31 57.0
 FZ2914:UTM  17      -  POWERS                                   198 00 35.1
 FZ2914
 FZ2914|---------------------------------------------------------------------|
 FZ2914| PID    Reference Object                     Distance      Geod. Az  |
 FZ2914|                                                           dddmmss.s |
 FZ2914| FZ2998 POWERS                              APPROX. 0.6 KM 1974309.9 |
 FZ2914|---------------------------------------------------------------------|
 FZ2914
 FZ2914                          SUPERSEDED SURVEY CONTROL
 FZ2914
 FZ2914  NAD 83(2001)-  36 33 50.78847(N)    081 29 14.45739(W) AD(       ) 1
 FZ2914  ELLIP H (03/13/03)  830.182  (m)                       GP(       ) 4 2
 FZ2914  NAD 83(1995)-  36 33 50.79052(N)    081 29 14.45996(W) AD(       ) 1
 FZ2914  NAD 83(1993)-  36 33 50.79225(N)    081 29 14.46195(W) AD(       ) 1
 FZ2914  NAD 83(1986)-  36 33 50.79887(N)    081 29 14.46081(W) AD(       ) 2
 FZ2914  NAD 83(1986)-  36 33 50.79887(N)    081 29 14.46081(W) AD(       ) 1
 FZ2914  NGVD 29 (10/27/97)  861.27   (m)         2825.7    (f) LEVELING    3  
 FZ2914
 FZ2914.Superseded values are not recommended for survey control.
 FZ2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2914.See file dsdata.txt to determine how the superseded data were derived.
 FZ2914
 FZ2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5639146630(NAD 83)
 FZ2914_MARKER: DB = BENCH MARK DISK
 FZ2914_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2914_SP_SET: PREFAB CONC. POST IN EARTH
 FZ2914_STAMPING: 23 ATA 2826 1950
 FZ2914_MARK LOGO: USGS  
 FZ2914_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2914+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 FZ2914
 FZ2914  HISTORY     - Date     Condition        Report By
 FZ2914  HISTORY     - 1950     MONUMENTED       USGS
 FZ2914  HISTORY     - 19910626 GOOD             NCGS
 FZ2914  HISTORY     - 20000914 GOOD             NCGS
 FZ2914  HISTORY     - 20031110 GOOD             NCGS
 FZ2914
 FZ2914                          STATION DESCRIPTION
 FZ2914
 FZ2914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2914'STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH OF JEFFERSON, 1.0 MI
 FZ2914'(1.6 KM) NORTHEAST OF STURGILLS COMMUNITY.
 FZ2914'PROCEED ALONG NC 194 FOR 3.9 MI (6.3 KM) NORTH FROM SR 1353 (HORSE
 FZ2914'CREEK RD) IN LANSING, THENCE NORTH ALONG SR 1373 FOR 0.5 MI (0.8 KM)
 FZ2914'TO AN OLD TWO-STORY HOUSE, AND STATION NEAR SOUTHWEST CORNER OF A
 FZ2914'PICKET FENCE.
 FZ2914'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 38.0 FT
 FZ2914'(11.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 257.0 FT
 FZ2914'(78.3 M) NORTH OF THE CENTERLINE OF Y-JUNCTION WITH SR 1374, 66.7 FT
 FZ2914'(20.3 M) NORTHEAST OF THE NORTH END OF A ROAD CULVERT, 1.5 FT
 FZ2914'(0.5 M) SOUTH OF A PICKET FENCE, 7.2 FT (2.2 M) EAST OF THE SOUTHWEST
 FZ2914'CORNER OF PICKET FENCE, AND 49.2 FT (15.0 M) SOUTH-SOUTHWEST OF THE
 FZ2914'SOUTHWEST CORNER OF A TWO-STORY FRAME HOUSE.
 FZ2914
 FZ2914                          STATION RECOVERY (2000)
 FZ2914
 FZ2914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FZ2914'RECOVERED AS DESCRIBED.
 FZ2914
 FZ2914                          STATION RECOVERY (2003)
 FZ2914
 FZ2914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2914'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3683 ***********************************************************************
 EY3683  DESIGNATION -  23 CMP
 EY3683  PID         -  EY3683
 EY3683  STATE/COUNTY-  NC/PAMLICO
 EY3683  USGS QUAD   -  BAYBORO (1983)
 EY3683
 EY3683                         *CURRENT SURVEY CONTROL
 EY3683  ___________________________________________________________________
 EY3683* NAD 83(2001)-  35 10 15.91032(N)    076 46 10.40496(W)     ADJUSTED  
 EY3683* NAVD 88     -         4.83   (+/-2cm)      15.8    (feet)  VERTCON   
 EY3683  ___________________________________________________________________
 EY3683  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EY3683  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3683  HORZ ORDER  -  THIRD
 EY3683  VERT ORDER  -  THIRD ? (See Below)
 EY3683
 EY3683.The horizontal coordinates were established by classical geodetic methods
 EY3683.and adjusted by the National Geodetic Survey in August 2005.
 EY3683
 EY3683.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3683.The vertical order pertains to the NGVD 29 superseded value.
 EY3683
 EY3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3683
 EY3683.The geoid height was determined by GEOID03.
 EY3683
 EY3683;                    North         East     Units Scale Factor Converg.
 EY3683;SPC NC       -   159,923.250   812,746.791   MT  0.99987358   +1 17 14.4
 EY3683;SPC NC       -   524,681.53  2,666,486.76   sFT  0.99987358   +1 17 14.4
 EY3683;UTM  18      - 3,893,449.823   338,853.128   MT  0.99992004   -1 01 10.3
 EY3683
 EY3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3683!SPC NC       -   1.00000510  x   0.99987358  =   0.99987868
 EY3683!UTM  18      -   1.00000510  x   0.99992004  =   0.99992514
 EY3683
 EY3683                          SUPERSEDED SURVEY CONTROL
 EY3683
 EY3683  NAD 83(1986)-  35 10 15.92817(N)    076 46 10.41235(W) AD(       ) 4
 EY3683  NAD 27      -  35 10 15.29905(N)    076 46 11.65052(W) AD(       ) 3
 EY3683  NGVD 29 (07/19/86)    5.16   (m)           16.9    (f) LEVELING    3  
 EY3683
 EY3683.Superseded values are not recommended for survey control.
 EY3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3683.See file dsdata.txt to determine how the superseded data were derived.
 EY3683
 EY3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3885393450(NAD 83)
 EY3683_MARKER: DD = SURVEY DISK
 EY3683_SETTING: 0 = UNSPECIFIED SETTING
 EY3683_STAMPING: 23 CMP 1964 17 ET
 EY3683_MARK LOGO: USGS  
 EY3683_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3683
 EY3683  HISTORY     - Date     Condition        Report By
 EY3683  HISTORY     - 1964     MONUMENTED       USGS
 EY3683
 EY3683                          STATION DESCRIPTION
 EY3683
 EY3683'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3683'BAYBORO, 3.0 MI N. OF, ALONG COUNTY ROAD 1002, 23 FT OF, AND 50 FT
 EY3683'LOWER THAN CENTERLINE OF RD. OPPOSITE FENCELINE E., IN CONCRETE POST,
 EY3683'STANDARD TABLET STAMPED---23 CMP 1964 17 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8527 ***********************************************************************
 AF8527  DESIGNATION -  23 CRH
 AF8527  PID         -  AF8527
 AF8527  STATE/COUNTY-  NC/NORTHAMPTON
 AF8527  USGS QUAD   -  WOODLAND (1977)
 AF8527
 AF8527                         *CURRENT SURVEY CONTROL
 AF8527  ___________________________________________________________________
 AF8527* NAD 83(2001)-  36 20 34.16466(N)    077 13 11.57851(W)     ADJUSTED  
 AF8527* NAVD 88     -        14.37   (meters)      47.1    (feet)  LEVELING  
 AF8527  ___________________________________________________________________
 AF8527  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AF8527  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AF8527  HORZ ORDER  -  SECOND
 AF8527  VERT ORDER  -  THIRD
 AF8527
 AF8527.The horizontal coordinates were established by classical geodetic methods
 AF8527.and adjusted by the National Geodetic Survey in August 2005.
 AF8527
 AF8527.The orthometric height was determined by differential leveling.
 AF8527.The vertical network tie was performed by a horz. field party for horz.
 AF8527.obs reductions. Reset procedures were used to establish the elevation.
 AF8527
 AF8527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8527
 AF8527.The geoid height was determined by GEOID03.
 AF8527
 AF8527;                    North         East     Units Scale Factor Converg.
 AF8527;SPC NC       -   289,074.116   769,405.649   MT  1.00005393   +1 01 38.8
 AF8527;SPC NC       -   948,404.00  2,524,291.70   sFT  1.00005393   +1 01 38.8
 AF8527;UTM  18      - 4,024,261.416   300,781.785   MT  1.00008901   -1 18 57.5
 AF8527
 AF8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8527!SPC NC       -   1.00000321  x   1.00005393  =   1.00005714
 AF8527!UTM  18      -   1.00000321  x   1.00008901  =   1.00009222
 AF8527
 AF8527                          SUPERSEDED SURVEY CONTROL
 AF8527
 AF8527  NAD 83(1986)-  36 20 34.17283(N)    077 13 11.59121(W) AD(       ) 2
 AF8527
 AF8527.Superseded values are not recommended for survey control.
 AF8527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8527.See file dsdata.txt to determine how the superseded data were derived.
 AF8527
 AF8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0078224261(NAD 83)
 AF8527_MARKER: DD = SURVEY DISK
 AF8527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8527_SP_SET: CONCRETE WINGWALL
 AF8527_STAMPING: 23 CRH 1972
 AF8527_MARK LOGO: USGS  
 AF8527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8527+STABILITY: SURFACE MOTION
 AF8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8527+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 AF8527
 AF8527  HISTORY     - Date     Condition        Report By
 AF8527  HISTORY     - 1972     MONUMENTED       USGS
 AF8527  HISTORY     - 19920930 GOOD             NCGS
 AF8527
 AF8527                          STATION DESCRIPTION
 AF8527
 AF8527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 AF8527'STATION IS LOCATED ABOUT 0.85 MI (1.37 KM) NORTHWEST OF WOODLAND.
 AF8527'ALONG NC 35 (LINDEN STREET) FOR 0.85 MI (1.37 KM) NORTHWEST FROM US
 AF8527'258 (MAIN STREET) IN WOODLAND TO THE SECOND (NORTHWEST-MOST) BRIDGE
 AF8527'OVER URAHAW SWAMP, IN THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 AF8527'(WINGWALL).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2851 ***********************************************************************
 AB2851  DESIGNATION -  23 DRD
 AB2851  PID         -  AB2851
 AB2851  STATE/COUNTY-  NC/WAKE
 AB2851  USGS QUAD   -  NEW HILL (1983)
 AB2851
 AB2851                         *CURRENT SURVEY CONTROL
 AB2851  ___________________________________________________________________
 AB2851* NAD 83(2001)-  35 44 30.14720(N)    078 56 40.70701(W)     NO CHECK  
 AB2851* NAVD 88     -       104.37   (+/-2cm)     342.4    (feet)  VERTCON   
 AB2851  ___________________________________________________________________
 AB2851  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 AB2851  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AB2851  HORZ ORDER  -  SECOND
 AB2851  VERT ORDER  -  THIRD ? (See Below)
 AB2851
 AB2851.The horizontal coordinates were established by classical geodetic methods
 AB2851.and adjusted by the National Geodetic Survey in August 2005.
 AB2851.No horizontal observational check was made to the station.
 AB2851
 AB2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2851.The vertical order pertains to the NGVD 29 superseded value.
 AB2851
 AB2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2851
 AB2851.The geoid height was determined by GEOID03.
 AB2851
 AB2851;                    North         East     Units Scale Factor Converg.
 AB2851;SPC NC       -   220,944.813   614,608.376   MT  0.99990906   +0 01 55.0
 AB2851;SPC NC       -   724,883.11  2,016,427.65   sFT  0.99990906   +0 01 55.0
 AB2851;UTM  17      - 3,957,248.444   685,859.582   MT  1.00002568   +1 12 03.4
 AB2851
 AB2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2851!SPC NC       -   0.99998862  x   0.99990906  =   0.99989768
 AB2851!UTM  17      -   0.99998862  x   1.00002568  =   1.00001430
 AB2851
 AB2851                          SUPERSEDED SURVEY CONTROL
 AB2851
 AB2851  NAD 83(1986)-  35 44 30.15025(N)    078 56 40.71639(W) AD(       ) 2
 AB2851  NGVD 29 (04/29/96)  104.62   (m)          343.2    (f) LEVELING    3  
 AB2851
 AB2851.Superseded values are not recommended for survey control.
 AB2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2851.See file dsdata.txt to determine how the superseded data were derived.
 AB2851
 AB2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8586057248(NAD 83)
 AB2851_MARKER: DD = SURVEY DISK
 AB2851_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB2851_STAMPING: 23 DRD 1960 343
 AB2851_MARK LOGO: USGS  
 AB2851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2851
 AB2851  HISTORY     - Date     Condition        Report By
 AB2851  HISTORY     - 1960     MONUMENTED       USGS
 AB2851  HISTORY     - 19840101 GOOD             NCGS
 AB2851
 AB2851                          STATION DESCRIPTION
 AB2851
 AB2851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2851'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST OF APEX. ALONG US 64 FOR
 AB2851'0.16 KM (0.10 MI) EAST FROM THE WAKE-CHATHAM COUNTY LINE. MARK
 AB2851'PROJECTS 1 FOOT ABOVE GROUND AND IS 40 FEET HIGHER THAN THE HIGHWAY.
 AB2851'LOCATED 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY--AND
 AB2851'32.6 M (107.0 FT) NORTHEAST OF A POWER POLE FACING NCGS
 AB2851'STATION--BORDER--, 12.4 M (40.7 FT) WEST OF A SMALL CEDAR BESIDE A
 AB2851'TREE--BOTH THE POLE AND THE LARGE TREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0607 ***********************************************************************
 FX0607  DESIGNATION -  23 ECCS
 FX0607  PID         -  FX0607
 FX0607  STATE/COUNTY-  NC/PASQUOTANK
 FX0607  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0607
 FX0607                         *CURRENT SURVEY CONTROL
 FX0607  ___________________________________________________________________
 FX0607* NAD 83(1986)-  36 17 39.     (N)    076 13 23.     (W)     SCALED    
 FX0607* NAVD 88     -         1.465  (meters)       4.81   (feet)  ADJUSTED  
 FX0607  ___________________________________________________________________
 FX0607  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 FX0607  DYNAMIC HT  -           1.464 (meters)       4.80  (feet)  COMP
 FX0607  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 FX0607
 FX0607  VERT ORDER  -  FIRST     CLASS I
 FX0607
 FX0607.The horizontal coordinates were scaled from a topographic map and have
 FX0607.an estimated accuracy of +/- 6 seconds.
 FX0607
 FX0607.The orthometric height was determined by differential leveling
 FX0607.and adjusted in June 1991.
 FX0607
 FX0607.The geoid height was determined by GEOID03.
 FX0607
 FX0607.The dynamic height is computed by dividing the NAVD 88
 FX0607.geopotential number by the normal gravity value computed on the
 FX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0607.degrees latitude (g = 980.6199 gals.).
 FX0607
 FX0607.The modeled gravity was interpolated from observed gravity values.
 FX0607
 FX0607;                    North         East    Units  Estimated Accuracy
 FX0607;SPC NC       -   285,730.      859,030.      MT  (+/- 180 meters Scaled)
 FX0607
 FX0607                          SUPERSEDED SURVEY CONTROL
 FX0607
 FX0607  NGVD 29 (??/??/92)    1.75   (m)            5.7    (f) COMPUTED    1 1
 FX0607
 FX0607.Superseded values are not recommended for survey control.
 FX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0607.See file dsdata.txt to determine how the superseded data were derived.
 FX0607
 FX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901172(NAD 83)
 FX0607_MARKER: DD = SURVEY DISK
 FX0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0607_STAMPING: NO 23 1953
 FX0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0607+STABILITY: SURFACE MOTION
 FX0607
 FX0607  HISTORY     - Date     Condition        Report By
 FX0607  HISTORY     - 1953     MONUMENTED       NC1460
 FX0607  HISTORY     - 1963     GOOD             NGS
 FX0607
 FX0607                          STATION DESCRIPTION
 FX0607
 FX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0607'AT ELIZABETH CITY.
 FX0607'AT ELIZABETH CITY, AT THE JUNCTION OF SOUTH ROAD STREET (STATE
 FX0607'HIGHWAY 168) AND ROANOKE AVENUE, 60 FEET NORTHEAST OF CENTER
 FX0607'OF JUNCTION, 21 FEET EAST OF CENTER LINE OF STREET, 6 FEET EAST
 FX0607'OF EAST EDGE OF STREET, 18 FEET SOUTHWEST OF NORTHWEST CORNER
 FX0607'OF A TWO STORY FRAME HOUSE (708 S. ROAD STREET), AND SET IN THE
 FX0607'TOP OF A CONCRETE POST 4 INCHES BELOW SIDEWALK SURFACE ACCESS TO
 FX0607'WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2873 ***********************************************************************
 FZ2873  DESIGNATION -  23 EG 4
 FZ2873  PID         -  FZ2873
 FZ2873  STATE/COUNTY-  NC/ASHE
 FZ2873  USGS QUAD   -  TODD (1998)
 FZ2873
 FZ2873                         *CURRENT SURVEY CONTROL
 FZ2873  ___________________________________________________________________
 FZ2873* NAD 83(2001)-  36 22 11.43399(N)    081 31 09.64133(W)     ADJUSTED  
 FZ2873* NAVD 88     -       955.78   (+/-2cm)    3135.8    (feet)  VERTCON   
 FZ2873  ___________________________________________________________________
 FZ2873  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 FZ2873  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ2873  HORZ ORDER  -  SECOND
 FZ2873  VERT ORDER  -  THIRD ? (See Below)
 FZ2873
 FZ2873.The horizontal coordinates were established by classical geodetic methods
 FZ2873.and adjusted by the National Geodetic Survey in August 2005.
 FZ2873
 FZ2873.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2873.The vertical order pertains to the NGVD 29 superseded value.
 FZ2873
 FZ2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2873
 FZ2873.The geoid height was determined by GEOID03.
 FZ2873
 FZ2873;                    North         East     Units Scale Factor Converg.
 FZ2873;SPC NC       -   293,508.585   383,523.183   MT  1.00006305   -1 27 14.7
 FZ2873;SPC NC       -   962,952.75  1,258,275.64   sFT  1.00006305   -1 27 14.7
 FZ2873;UTM  17      - 4,025,095.901   453,412.025   MT  0.99962674   -0 18 28.7
 FZ2873
 FZ2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2873!SPC NC       -   0.99985491  x   1.00006305  =   0.99991795
 FZ2873!UTM  17      -   0.99985491  x   0.99962674  =   0.99948170
 FZ2873
 FZ2873                          SUPERSEDED SURVEY CONTROL
 FZ2873
 FZ2873  NAD 83(1995)-  36 22 11.43458(N)    081 31 09.64103(W) AD(       ) 2
 FZ2873  NAD 83(1993)-  36 22 11.43958(N)    081 31 09.64492(W) AD(       ) 2
 FZ2873  NAD 83(1986)-  36 22 11.44487(N)    081 31 09.64725(W) AD(       ) 2
 FZ2873  NGVD 29 (10/27/97)  955.86   (m)         3136.0    (f) LEVELING    3  
 FZ2873
 FZ2873.Superseded values are not recommended for survey control.
 FZ2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2873.See file dsdata.txt to determine how the superseded data were derived.
 FZ2873
 FZ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5341225096(NAD 83)
 FZ2873_MARKER: DD = SURVEY DISK
 FZ2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2873_SP_SET: CONCRETE POST
 FZ2873_STAMPING: 23 EG 4 1970
 FZ2873_MARK LOGO: NCSHC 
 FZ2873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2873+STABILITY: SURFACE MOTION
 FZ2873
 FZ2873  HISTORY     - Date     Condition        Report By
 FZ2873  HISTORY     - 1970     MONUMENTED       NCSHC
 FZ2873  HISTORY     - 19840226 GOOD             NCGS
 FZ2873
 FZ2873                          STATION DESCRIPTION
 FZ2873
 FZ2873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2873'STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF WEST
 FZ2873'JEFFERSON AND 2.7 KM (1.7 MI) NORTH-NORTHEAST OF BALDWIN COMMUNITY.
 FZ2873'ALONG SR 1248 (OLD US 221 AND NC 194) FOR 3.7 KM (2.3 MI) SOUTHWEST
 FZ2873'FROM US 221 BUSINESS (AT THE SHOPPING CENTER), ACROSS THE ROAD FROM
 FZ2873'THE T-INTERSECTION WITH SR 1144 (EARL RAY ROAD), ON TOP OF A BANK.
 FZ2873'STATION IS A STANDARD NCSHC DISK STAMPED---23 EG 4---, SET INTO THE
 FZ2873'TOP OF A SQUARE CONCRETE POST.  LOCATED 13.4 M (44.0 FT) NORTHWEST OF
 FZ2873'THE CENTERLINE OF THE ROAD, 6.7 M (22.0 FT) NORTHEAST OF THE
 FZ2873'CENTERLINE OF A DRIVE, 2.0 M (6.6 FT) NORTH-NORTHEAST OF A FENCE
 FZ2873'LINE, 5.0 M (16.4 FT) NORTHWEST OF A TELEPHONE PEDESTAL--AND 3.7 M
 FZ2873'(12.1 FT) NORTHWEST OF A CORNER FENCE POST, 3.9 M (12.8 FT)
 FZ2873'WEST-SOUTHWEST OF A FENCE POST--BOTH WITH REFERENCE TAGS. MARK IS 4
 FZ2873'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2001 ***********************************************************************
 FZ2001  DESIGNATION -  23 EG 5
 FZ2001  PID         -  FZ2001
 FZ2001  STATE/COUNTY-  NC/ASHE
 FZ2001  USGS QUAD   -  JEFFERSON (1998)
 FZ2001
 FZ2001                         *CURRENT SURVEY CONTROL
 FZ2001  ___________________________________________________________________
 FZ2001* NAD 83(2001)-  36 22 40.17993(N)    081 29 10.66771(W)     ADJUSTED  
 FZ2001* NAVD 88     -       940.92   (+/-2cm)    3087.0    (feet)  VERTCON   
 FZ2001  ___________________________________________________________________
 FZ2001  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 FZ2001  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FZ2001  HORZ ORDER  -  SECOND
 FZ2001  VERT ORDER  -  THIRD ? (See Below)
 FZ2001
 FZ2001.The horizontal coordinates were established by classical geodetic methods
 FZ2001.and adjusted by the National Geodetic Survey in August 2005.
 FZ2001
 FZ2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2001.The vertical order pertains to the NGVD 29 superseded value.
 FZ2001
 FZ2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2001
 FZ2001.The geoid height was determined by GEOID03.
 FZ2001
 FZ2001;                    North         East     Units Scale Factor Converg.
 FZ2001;SPC NC       -   294,319.655   386,510.394   MT  1.00006578   -1 26 06.1
 FZ2001;SPC NC       -   965,613.73  1,268,076.18   sFT  1.00006578   -1 26 06.1
 FZ2001;UTM  17      - 4,025,966.189   456,381.106   MT  0.99962344   -0 17 18.4
 FZ2001
 FZ2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2001!SPC NC       -   0.99985725  x   1.00006578  =   0.99992302
 FZ2001!UTM  17      -   0.99985725  x   0.99962344  =   0.99948075
 FZ2001
 FZ2001:                Primary Azimuth Mark                     Grid Az
 FZ2001:SPC NC       -  OTHELLO                                  108 45 02.1
 FZ2001:UTM  17      -  OTHELLO                                  107 36 14.4
 FZ2001
 FZ2001|---------------------------------------------------------------------|
 FZ2001| PID    Reference Object                     Distance      Geod. Az  |
 FZ2001|                                                           dddmmss.s |
 FZ2001| FZ1995 OTHELLO                             APPROX. 3.9 KM 1071856.0 |
 FZ2001|---------------------------------------------------------------------|
 FZ2001
 FZ2001                          SUPERSEDED SURVEY CONTROL
 FZ2001
 FZ2001  NAD 83(1995)-  36 22 40.18065(N)    081 29 10.66753(W) AD(       ) 2
 FZ2001  NAD 83(1993)-  36 22 40.18591(N)    081 29 10.67113(W) AD(       ) 2
 FZ2001  NAD 83(1986)-  36 22 40.19043(N)    081 29 10.67304(W) AD(       ) 2
 FZ2001  NAD 83(1986)-  36 22 40.18875(N)    081 29 10.70463(W) AD(       ) 2
 FZ2001  NAD 27      -  36 22 39.73347(N)    081 29 11.33012(W) AD(       ) 2
 FZ2001  NGVD 29 (07/19/86)  941.01   (m)         3087.3    (f) LEVELING    3  
 FZ2001
 FZ2001.Superseded values are not recommended for survey control.
 FZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2001.See file dsdata.txt to determine how the superseded data were derived.
 FZ2001
 FZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5638125966(NAD 83)
 FZ2001_MARKER: DE = TRAVERSE STATION DISK
 FZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2001_SP_SET: CONCRETE POST
 FZ2001_STAMPING: 23 EG 5 1970
 FZ2001_MARK LOGO: NCSHC 
 FZ2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2001+STABILITY: SURFACE MOTION
 FZ2001
 FZ2001  HISTORY     - Date     Condition        Report By
 FZ2001  HISTORY     - 1970     MONUMENTED       NCSHC
 FZ2001  HISTORY     - 1970     GOOD             NCSHC
 FZ2001  HISTORY     - 1979     GOOD             NCGS
 FZ2001  HISTORY     - 19840101 GOOD             NCGS
 FZ2001  HISTORY     - 20000229 POOR             MAC
 FZ2001  HISTORY     - 20011010 POOR             MAC
 FZ2001
 FZ2001                          STATION DESCRIPTION
 FZ2001
 FZ2001'DESCRIBED BY NC STATE HWYS COMM 1970 (LWA)
 FZ2001'23EG5 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN THE
 FZ2001'VICINITY OF WEST JEFFERSON, NORTH CAROLINA.
 FZ2001'
 FZ2001'23EG5 IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF WEST JEFFERSON.
 FZ2001'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 221 AND NC
 FZ2001'194-193 SOUTH OF WEST JEFFERSON.  GO SOUTH ALONG US 221-NC 194 FOR
 FZ2001'0.35 MILE TO BEAVER CREEK AND SR 1147 (NETTLE KNOB RD.), TURN LEFT
 FZ2001'AND GO EAST ALONG SR 1147 FOR 0.3 MILE TO A GRASS ROAD NORTH AT C. T.
 FZ2001'SHEPHERD RESIDENCE, TURN LEFT AND GO NORTH FOR APPROXIMATELY 350
 FZ2001'FEET TO A SMALL CEMETERY ON TOP OF A KNOB AND STATION AT SOUTHEAST
 FZ2001'CORNER.
 FZ2001'
 FZ2001'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARK,
 FZ2001'STAMPED 23EG5, WHICH IS 4 INCHES ABOVE THE GROUND.
 FZ2001'
 FZ2001'MARK IS
 FZ2001'2.5 FEET SSE OF STEEL CORNER POST FOR CEMETERY (THE BASE).
 FZ2001'13.9 FEET SE OF 30 INCH WHITE PINE (BASE).
 FZ2001'59.9 FEET NW OF PASTURE FENCE POST WITH ANGLE BRACE ON IT.
 FZ2001'26.8 FEET ESE OF TWO WAY SWINGING GATE TO CEMETERY (CENTER).
 FZ2001
 FZ2001                          STATION RECOVERY (1970)
 FZ2001
 FZ2001'RECOVERY NOTE BY NC STATE HWYS COMM 1970
 FZ2001'RECOVERED IN GOOD CONDITION.
 FZ2001
 FZ2001                          STATION RECOVERY (1979)
 FZ2001
 FZ2001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2001'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FZ2001
 FZ2001                          STATION RECOVERY (1984)
 FZ2001
 FZ2001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2001'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.  THE
 FZ2001'30-INCH WHITE PINE STUMP HAS BEEN REMOVED. MARK IS LOCATED 5.5 M
 FZ2001'(18.0 FT) SOUTH-SOUTHEAST OF THE GEORGE H. HAMILTON TOMBSTONE.
 FZ2001
 FZ2001                          STATION RECOVERY (2000)
 FZ2001
 FZ2001'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN)
 FZ2001'MONUMENT HAS BEEN HIT AND IS LEANING.
 FZ2001
 FZ2001                          STATION RECOVERY (2001)
 FZ2001
 FZ2001'RECOVERY NOTE BY MATTERN AND CRAIG 2001 (JAN)
 FZ2001'THE TOP HALF OF MONUMENT AND HALF OF THE DISK ARE MISSING.  MARK IS
 FZ2001'LEANING TO THE NORTH, APPARENTLY HIT BY BUSH HOG WHILE MOWING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1999 ***********************************************************************
 FZ1999  DESIGNATION -  23 EG 8
 FZ1999  PID         -  FZ1999
 FZ1999  STATE/COUNTY-  NC/ASHE
 FZ1999  USGS QUAD   -  JEFFERSON (1998)
 FZ1999
 FZ1999                         *CURRENT SURVEY CONTROL
 FZ1999  ___________________________________________________________________
 FZ1999* NAD 83(2001)-  36 25 18.53660(N)    081 27 40.12170(W)     ADJUSTED  
 FZ1999* NAVD 88     -       873.78   (+/-2cm)    2866.7    (feet)  VERTCON   
 FZ1999  ___________________________________________________________________
 FZ1999  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 FZ1999  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FZ1999  HORZ ORDER  -  SECOND
 FZ1999  VERT ORDER  -  THIRD ? (See Below)
 FZ1999
 FZ1999.The horizontal coordinates were established by classical geodetic methods
 FZ1999.and adjusted by the National Geodetic Survey in August 2005.
 FZ1999
 FZ1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1999.The vertical order pertains to the NGVD 29 superseded value.
 FZ1999
 FZ1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1999
 FZ1999.The geoid height was determined by GEOID03.
 FZ1999
 FZ1999;                    North         East     Units Scale Factor Converg.
 FZ1999;SPC NC       -   299,143.463   388,887.755   MT  1.00008121   -1 25 13.8
 FZ1999;SPC NC       -   981,439.84  1,275,875.91   sFT  1.00008121   -1 25 13.8
 FZ1999;UTM  17      - 4,030,834.408   458,660.432   MT  0.99962105   -0 16 25.7
 FZ1999
 FZ1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1999!SPC NC       -   0.99986778  x   1.00008121  =   0.99994898
 FZ1999!UTM  17      -   0.99986778  x   0.99962105  =   0.99948888
 FZ1999
 FZ1999:                Primary Azimuth Mark                     Grid Az
 FZ1999:SPC NC       -  JEFFERSON                                199 43 55.9
 FZ1999:UTM  17      -  JEFFERSON                                198 35 07.8
 FZ1999
 FZ1999|---------------------------------------------------------------------|
 FZ1999| PID    Reference Object                     Distance      Geod. Az  |
 FZ1999|                                                           dddmmss.s |
 FZ1999| FZ1998 JEFFERSON                           APPROX. 1.8 KM 1981842.1 |
 FZ1999|---------------------------------------------------------------------|
 FZ1999
 FZ1999                          SUPERSEDED SURVEY CONTROL
 FZ1999
 FZ1999  NAD 83(1995)-  36 25 18.53711(N)    081 27 40.12155(W) AD(       ) 2
 FZ1999  NAD 83(1993)-  36 25 18.54039(N)    081 27 40.12662(W) AD(       ) 2
 FZ1999  NAD 83(1986)-  36 25 18.54910(N)    081 27 40.12572(W) AD(       ) 2
 FZ1999  NAD 83(1986)-  36 25 18.53993(N)    081 27 40.16271(W) AD(       ) 2
 FZ1999  NAD 27      -  36 25 18.08716(N)    081 27 40.78837(W) AD(       ) 2
 FZ1999  NGVD 29 (07/19/86)  873.87   (m)         2867.0    (f) LEVELING    3  
 FZ1999
 FZ1999.Superseded values are not recommended for survey control.
 FZ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1999.See file dsdata.txt to determine how the superseded data were derived.
 FZ1999
 FZ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5866030834(NAD 83)
 FZ1999_MARKER: DE = TRAVERSE STATION DISK
 FZ1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1999_SP_SET: CONCRETE POST
 FZ1999_STAMPING: 23 EG 8 1970
 FZ1999_MARK LOGO: NCSHC 
 FZ1999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1999+STABILITY: SURFACE MOTION
 FZ1999
 FZ1999  HISTORY     - Date     Condition        Report By
 FZ1999  HISTORY     - 1970     MONUMENTED       NCSHC
 FZ1999  HISTORY     - 1970     GOOD             NCSHC
 FZ1999  HISTORY     - 1978     GOOD             NCGS
 FZ1999  HISTORY     - 19850101 GOOD             NCGS
 FZ1999
 FZ1999                          STATION DESCRIPTION
 FZ1999
 FZ1999'DESCRIBED BY NC STATE HWYS COMM 1970 (LWA)
 FZ1999'23 EG 8 IS A N. C. STATE HIGHWAY COMMISSION STATION IN THE VICINITY
 FZ1999'OF JEFFERSON, NORTH CAROLINA.
 FZ1999'
 FZ1999'23 EG 8 IS LOCATED APPROXIMATELY 0.7 MILES EAST OF JEFFERSON.
 FZ1999'TO REACH STATION FROM THE INTERSECTION OF US 221 AND 88 IN
 FZ1999'JEFFERSON, PROCEED EAST ALONG US 221 AND NC 88 FOR 0.75 MILE TO
 FZ1999'BRIDGE OVER NAKED CREEK AND STATION ON LEFT,
 FZ1999'APPROXIMATELY 70 FEET WEST OF CENTER LINE OF BRIDGE, AND
 FZ1999'ABOUT 1.0 MILE WEST OF JUNCTION OF US 221, NC 88 AND NC 16.
 FZ1999'
 FZ1999'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARK,
 FZ1999'STAMPED 23 EG 8 AND IS 3 INCHES ABOVE THE GROUND.
 FZ1999'
 FZ1999'MARK IS
 FZ1999'37.5 FEET N OF C/L OF US 221 AND NC 88.
 FZ1999'70.0 FEET W OF C/L OF BRIDGE OVER NAKED CREEK.
 FZ1999'9.2 FEET SW OF RR SPIKE IN 24 INCH OAK.
 FZ1999'19.3 FEET E OF TOP OF A FIRE HYDRANT.
 FZ1999'10.5 FEET SE OF N AND C IN A 12 INCH MAPLE.
 FZ1999
 FZ1999                          STATION RECOVERY (1970)
 FZ1999
 FZ1999'RECOVERY NOTE BY NC STATE HWYS COMM 1970
 FZ1999'RECOVERED IN GOOD CONDITION.
 FZ1999
 FZ1999                          STATION RECOVERY (1978)
 FZ1999
 FZ1999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (LWA)
 FZ1999'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION
 FZ1999'IS ABOUT 1 FOOT BELOW GROUND SURFACE.
 FZ1999
 FZ1999                          STATION RECOVERY (1985)
 FZ1999
 FZ1999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FZ1999'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.  MARK IS
 FZ1999'LOCATED 4.6 M (15.1 FT) NORTH-NORTHEAST OF THE NORTH CURB OF THE
 FZ1999'HIGHWAY, AND 49.2 M (161.4 FT) NORTHWEST OF THE WEST END OF THE NORTH
 FZ1999'BRIDGE RAIL. BRIDGE HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4148 ***********************************************************************
 FY4148  DESIGNATION -  23 JS 1
 FY4148  PID         -  FY4148
 FY4148  STATE/COUNTY-  NC/GUILFORD
 FY4148  USGS QUAD   -  BROWNS SUMMIT (1994)
 FY4148
 FY4148                         *CURRENT SURVEY CONTROL
 FY4148  ___________________________________________________________________
 FY4148* NAD 83(2001)-  36 14 36.04022(N)    079 40 06.45328(W)     ADJUSTED  
 FY4148* NAVD 88     -       233.70   (+/-2cm)     766.7    (feet)  VERTCON   
 FY4148  ___________________________________________________________________
 FY4148  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 FY4148  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 FY4148  HORZ ORDER  -  SECOND
 FY4148  VERT ORDER  -  THIRD ? (See Below)
 FY4148
 FY4148.The horizontal coordinates were established by classical geodetic methods
 FY4148.and adjusted by the National Geodetic Survey in August 2005.
 FY4148
 FY4148.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4148.The vertical order pertains to the NGVD 29 superseded value.
 FY4148
 FY4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4148
 FY4148.The geoid height was determined by GEOID03.
 FY4148
 FY4148;                    North         East     Units Scale Factor Converg.
 FY4148;SPC NC       -   276,804.518   549,515.291   MT  1.00002230   -0 23 08.9
 FY4148;SPC NC       -   908,149.49  1,802,868.08   sFT  1.00002230   -0 23 08.9
 FY4148;UTM  17      - 4,011,761.476   619,642.100   MT  0.99977637   +0 47 14.4
 FY4148
 FY4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4148!SPC NC       -   0.99996824  x   1.00002230  =   0.99999054
 FY4148!UTM  17      -   0.99996824  x   0.99977637  =   0.99974462
 FY4148
 FY4148                          SUPERSEDED SURVEY CONTROL
 FY4148
 FY4148  NAD 83(1993)-  36 14 36.04455(N)    079 40 06.46015(W) AD(       ) 2
 FY4148  NAD 83(1986)-  36 14 36.04579(N)    079 40 06.45786(W) AD(       ) 2
 FY4148  NGVD 29 (01/17/91)  233.94   (m)          767.5    (f) LEVELING    3  
 FY4148
 FY4148.Superseded values are not recommended for survey control.
 FY4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4148.See file dsdata.txt to determine how the superseded data were derived.
 FY4148
 FY4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1964211761(NAD 83)
 FY4148_MARKER: DE = TRAVERSE STATION DISK
 FY4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4148+STABILITY: SURFACE MOTION
 FY4148
 FY4148  HISTORY     - Date     Condition        Report By
 FY4148  HISTORY     - 1962     MONUMENTED       NCHC
 FY4148  HISTORY     - 1980     GOOD             NCGS
 FY4148  HISTORY     - 1988     POOR             USPSQD
 FY4148  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 FY4148
 FY4148                          STATION DESCRIPTION
 FY4148
 FY4148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FY4148'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTH OF MONTICELLO AND
 FY4148'8.0 MILES SOUTH OF REIDSVILLE.
 FY4148'
 FY4148'TO REACH THE STATION FROM THE INTERSECTION OF US 29 WITH NC 150
 FY4148'BETWEEN GREENSBORO AND REIDSVILLE, PROCEED NORTH ALONG US 29 FOR
 FY4148'2.4 MILES TO STATION ON THE LEFT DIRECTLY IN FRONT OF TINSLEYS HAND
 FY4148'MADE FURNITURE AND 0.1 MILE SOUTH OF THE GUILFORD-ROCKINGHAM COUNTY
 FY4148'LINE.
 FY4148'STATION MARK IS A STANDARD NCHC DISK STAMPED---23 JS 1 1962---SET IN
 FY4148'THE TOP OF A 6 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 FY4148'SURFACE.  THE MARK IS 37.1 FEET NORTHWEST OF THE CENTERLINE OF THE
 FY4148'SOUTHBOUND LANES, 67.0 FEET SOUTHEAST OF THE NORTHEAST CORNER AND
 FY4148'69.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF TINSLEYS
 FY4148'FURNITURE, 122.0 FEET NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE
 FY4148'CULVERT AND 156.1 FEET SOUTH-SOUTHWEST OF A 30 INCH POPLAR WITH
 FY4148'REFERENCE TAG.
 FY4148
 FY4148                          STATION RECOVERY (1988)
 FY4148
 FY4148'RECOVERY NOTE BY US POWER SQUADRON 1988 (WBW)
 FY4148'MARK RECOVERED IN POOR CONDITION.
 FY4148
 FY4148                          STATION RECOVERY (2004)
 FY4148
 FY4148'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4148'US 29 HAS BEEN REBUILT CAUSING A LOT OF CHANGES IN THE AREA ADJACENT
 FY4148'TO THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4149 ***********************************************************************
 FY4149  DESIGNATION -  23 JS 13
 FY4149  PID         -  FY4149
 FY4149  STATE/COUNTY-  NC/ROCKINGHAM
 FY4149  USGS QUAD   -  RUFFIN (1994)
 FY4149
 FY4149                         *CURRENT SURVEY CONTROL
 FY4149  ___________________________________________________________________
 FY4149* NAD 83(2001)-  36 25 16.32880(N)    079 35 27.37609(W)     ADJUSTED  
 FY4149* NAVD 88     -       237.61   (+/-2cm)     779.6    (feet)  VERTCON   
 FY4149  ___________________________________________________________________
 FY4149  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FY4149  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY4149  HORZ ORDER  -  SECOND
 FY4149  VERT ORDER  -  THIRD ? (See Below)
 FY4149
 FY4149.The horizontal coordinates were established by classical geodetic methods
 FY4149.and adjusted by the National Geodetic Survey in August 2005.
 FY4149
 FY4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4149.The vertical order pertains to the NGVD 29 superseded value.
 FY4149
 FY4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4149
 FY4149.The geoid height was determined by GEOID03.
 FY4149
 FY4149;                    North         East     Units Scale Factor Converg.
 FY4149;SPC NC       -   296,497.007   556,600.879   MT  1.00008099   -0 20 27.9
 FY4149;SPC NC       -   972,757.26  1,826,114.72   sFT  1.00008099   -0 20 27.9
 FY4149;UTM  17      - 4,031,589.927   626,320.468   MT  0.99979660   +0 50 12.1
 FY4149
 FY4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4149!SPC NC       -   0.99996772  x   1.00008099  =   1.00004871
 FY4149!UTM  17      -   0.99996772  x   0.99979660  =   0.99976433
 FY4149
 FY4149                          SUPERSEDED SURVEY CONTROL
 FY4149
 FY4149  NAD 83(1993)-  36 25 16.33137(N)    079 35 27.37851(W) AD(       ) 2
 FY4149  NAD 83(1986)-  36 25 16.33511(N)    079 35 27.38378(W) AD(       ) 2
 FY4149  NGVD 29 (01/17/91)  237.84   (m)          780.3    (f) LEVELING    3  
 FY4149
 FY4149.Superseded values are not recommended for survey control.
 FY4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4149.See file dsdata.txt to determine how the superseded data were derived.
 FY4149
 FY4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2632031590(NAD 83)
 FY4149_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FY4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY4149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4149+STABILITY: SURFACE MOTION
 FY4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4149+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 FY4149
 FY4149  HISTORY     - Date     Condition        Report By
 FY4149  HISTORY     - 1962     MONUMENTED       NCDOT
 FY4149  HISTORY     - 1978     GOOD             NCGS
 FY4149  HISTORY     - 20040420 GOOD             USPSQD
 FY4149
 FY4149                          STATION DESCRIPTION
 FY4149
 FY4149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4149'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTHWEST OF RUFFIN AND
 FY4149'5.9 MILES NORTHEAST OF REIDSVILLE.
 FY4149'
 FY4149'TO REACH THE STATION FROM THE US 29 BUSINESS OVERPASS OF US 29 BYPASS,
 FY4149'NORTHEAST OF REIDSVILLE, PROCEED SOUTHWESTERLY ALONG US 29 BUSINESS
 FY4149'FOR 1.35 MILES TO STATION ON RIGHT IN THE SOUTH CORNER OF THE YARD OF
 FY4149'J.M. CARDWELLS GREEN ALUMINUM HOUSE AND 0.8 MILE NORTHEAST OF THE
 FY4149'SR 1932 INTERSECTION.
 FY4149'
 FY4149'STATION MARK IS A STANDARD NCDOT DISK STAMPED---23 JS 13 1962---SET
 FY4149'IN THE TOP OF A 4 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 FY4149'SURFACE.  THE MARK IS 21.1 FEET NORTHWEST OF THE CENTERLINE OF US 29
 FY4149'BUSINESS, 59.1 FEET SOUTH-SOUTHWEST OF SOUTHERNMOST CORNER OF SIDE
 FY4149'PORCH OF CARDWELL HOUSE, 2.5 FEET EAST-NORTHEAST OF METAL SUPPORT
 FY4149'POST FOR 3 MAILBOXES, 128.0 FEET SOUTHWEST OF THE CORNER FENCE POST
 FY4149'OF A CHAIN LINK FENCE AROUND A. STOKES RESIDENCE AND 34.7 FEET
 FY4149'SOUTH-SOUTHEAST OF A 14 INCH SILVER MAPLE WITH REFERENCE TAG.
 FY4149
 FY4149                          STATION RECOVERY (2004)
 FY4149
 FY4149'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4149'ADDITIONAL DIRECTIONS--THE HOUSE IS NOW GRAY
 FY4149'STATION IS 4 FT E OF WOODEN SUPPORT FOR 4 MAIL BOXES
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1992 ***********************************************************************
 EY1992  DESIGNATION -  23 MEA
 EY1992  PID         -  EY1992
 EY1992  STATE/COUNTY-  NC/PITT
 EY1992  USGS QUAD   -  AYDEN (1982)
 EY1992
 EY1992                         *CURRENT SURVEY CONTROL
 EY1992  ___________________________________________________________________
 EY1992* NAD 83(1986)-  35 28 17.     (N)    077 24 59.     (W)     SCALED    
 EY1992* NAVD 88     -        18.683  (meters)      61.30   (feet)  ADJUSTED  
 EY1992  ___________________________________________________________________
 EY1992  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EY1992  DYNAMIC HT  -          18.667 (meters)      61.24  (feet)  COMP
 EY1992  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 EY1992
 EY1992  VERT ORDER  -  SECOND    CLASS II
 EY1992
 EY1992.The horizontal coordinates were scaled from a topographic map and have
 EY1992.an estimated accuracy of +/- 6 seconds.
 EY1992
 EY1992.The orthometric height was determined by differential leveling
 EY1992.and adjusted in June 1991.
 EY1992
 EY1992.The geoid height was determined by GEOID03.
 EY1992
 EY1992.The dynamic height is computed by dividing the NAVD 88
 EY1992.geopotential number by the normal gravity value computed on the
 EY1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1992.degrees latitude (g = 980.6199 gals.).
 EY1992
 EY1992.The modeled gravity was interpolated from observed gravity values.
 EY1992
 EY1992;                    North         East    Units  Estimated Accuracy
 EY1992;SPC NC       -   192,100.      753,310.      MT  (+/- 180 meters Scaled)
 EY1992
 EY1992                          SUPERSEDED SURVEY CONTROL
 EY1992
 EY1992.No superseded survey control is available for this station.
 EY1992
 EY1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE807280(NAD 83)
 EY1992_MARKER: DB = BENCH MARK DISK
 EY1992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY1992+WITH SETTING: PAVEMENT
 EY1992_SP_SET: SIGNAL BASE
 EY1992_STAMPING: 23 MEA 1978 62 FT
 EY1992_MARK LOGO: USGS  
 EY1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1992+STABILITY: SURFACE MOTION
 EY1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1992+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY1992
 EY1992  HISTORY     - Date     Condition        Report By
 EY1992  HISTORY     - 1978     MONUMENTED       USGS
 EY1992  HISTORY     - 1982     GOOD             NCGS
 EY1992  HISTORY     - 1989     GOOD             USPSQD
 EY1992  HISTORY     - 1989     GOOD             USPSQD
 EY1992  HISTORY     - 19890715 GOOD             USPSQD
 EY1992  HISTORY     - 19910625 GOOD             USPSQD
 EY1992  HISTORY     - 20040314 GOOD             USPSQD
 EY1992
 EY1992                          STATION DESCRIPTION
 EY1992
 EY1992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY1992'IN AYDEN.
 EY1992'THE STATION IS LOCATED IN AYDEN, ALONG NC 102, ABOUT 175 FEET EAST OF
 EY1992'AYDEN TOWN HALL, SET IN THE EAST SIDE OF CONCRETE BASE OF RAILROAD
 EY1992'CROSSING SIGNAL, 32.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 14.0 FEET
 EY1992'EAST OF EAST RAIL OF TRACK, 51.0 FEET WEST OF CENTERLINE OF EAST AVE.
 EY1992'THE MARK IS 0.5 FT ABOVE CENTERLINE HIGHWAY.
 EY1992
 EY1992                          STATION RECOVERY (1989)
 EY1992
 EY1992'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1992'RECOVERED IN GOOD CONDITION.
 EY1992
 EY1992                          STATION RECOVERY (1989)
 EY1992
 EY1992'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1992'RECOVERED IN GOOD CONDITION.
 EY1992
 EY1992                          STATION RECOVERY (1989)
 EY1992
 EY1992'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1992'RECOVERED IN GOOD CONDITION.
 EY1992
 EY1992                          STATION RECOVERY (1991)
 EY1992
 EY1992'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY1992'RECOVERED IN GOOD CONDITION.
 EY1992
 EY1992                          STATION RECOVERY (2004)
 EY1992
 EY1992'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY1992'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4150 ***********************************************************************
 FY4150  DESIGNATION -  23 WC 2
 FY4150  PID         -  FY4150
 FY4150  STATE/COUNTY-  NC/ROCKINGHAM
 FY4150  USGS QUAD   -  RUFFIN (1994)
 FY4150
 FY4150                         *CURRENT SURVEY CONTROL
 FY4150  ___________________________________________________________________
 FY4150* NAD 83(2001)-  36 28 12.47439(N)    079 31 25.16042(W)     ADJUSTED  
 FY4150* NAVD 88     -       205.42   (+/-2cm)     673.9    (feet)  VERTCON   
 FY4150  ___________________________________________________________________
 FY4150  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 FY4150  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY4150  HORZ ORDER  -  SECOND
 FY4150  VERT ORDER  -  THIRD ? (See Below)
 FY4150
 FY4150.The horizontal coordinates were established by classical geodetic methods
 FY4150.and adjusted by the National Geodetic Survey in August 2005.
 FY4150
 FY4150.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4150.The vertical order pertains to the NGVD 29 superseded value.
 FY4150
 FY4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4150
 FY4150.The geoid height was determined by GEOID03.
 FY4150
 FY4150;                    North         East     Units Scale Factor Converg.
 FY4150;SPC NC       -   301,893.098   562,663.898   MT  1.00009885   -0 18 08.1
 FY4150;SPC NC       -   990,460.94  1,846,006.47   sFT  1.00009885   -0 18 08.1
 FY4150;UTM  17      - 4,037,108.043   632,269.502   MT  0.99981555   +0 52 39.6
 FY4150
 FY4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4150!SPC NC       -   0.99997278  x   1.00009885  =   1.00007162
 FY4150!UTM  17      -   0.99997278  x   0.99981555  =   0.99978833
 FY4150
 FY4150                          SUPERSEDED SURVEY CONTROL
 FY4150
 FY4150  NAD 83(1993)-  36 28 12.47621(N)    079 31 25.16188(W) AD(       ) 2
 FY4150  NAD 83(1986)-  36 28 12.48110(N)    079 31 25.16848(W) AD(       ) 2
 FY4150  NGVD 29 (01/17/91)  205.65   (m)          674.7    (f) LEVELING    3  
 FY4150
 FY4150.Superseded values are not recommended for survey control.
 FY4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4150.See file dsdata.txt to determine how the superseded data were derived.
 FY4150
 FY4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3227037108(NAD 83)
 FY4150_MARKER: DE = TRAVERSE STATION DISK
 FY4150_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY4150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY4150
 FY4150  HISTORY     - Date     Condition        Report By
 FY4150  HISTORY     - 1968     MONUMENTED       NCDOT
 FY4150  HISTORY     - 1978     GOOD             NCGS
 FY4150  HISTORY     - 20040408 MARK NOT FOUND   USPSQD
 FY4150
 FY4150                          STATION DESCRIPTION
 FY4150
 FY4150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4150'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF RUFFIN AND
 FY4150'3.7 MILES SOUTHWEST OF PELHAM.
 FY4150'
 FY4150'TO REACH THE STATION FROM THE US 29 INTERSECTION WITH THE ROCKINGHAM-
 FY4150'CASWELL COUNTY LINE, NORTHEAST OF RUFFIN, PROCEED SOUTWESTERLY
 FY4150'ALONG US 29 FOR 0.3 MILE TO SOUTHWEST GRAVEL ROAD LEADING TO A
 FY4150'TRASH DUMP AND STATION ON THE RIGHT, AT POWER POLE 9 AND 0.1 MILE
 FY4150'NORTHEAST OF SR 1902.
 FY4150'
 FY4150'STATION MARK IS A STANDARD NCDOT DISK STAMPED---23 WC 2 1968---SET IN
 FY4150'THE TOP OF A 4 INCH CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 FY4150'SURFACE.  THE MARK IS 74.3 FEET NORTHWEST OF THE CENTERLINE OF US 29,
 FY4150'71.1 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SOUTHWEST GRAVEL
 FY4150'DRIVEWAY, 1.4 FEET SOUTH OF POWER POLE 9 WITH REFERENCE TAG,
 FY4150'199.8 FEET EAST-NORTHEAST OF POWER POLE 10 WITH REFERENCE TAG,
 FY4150'65.1 FEET NORTH OF A ROAD INTERSECTION SIGN POST WITH REFERENCE TAG
 FY4150'AND 76.4 FEET EAST-SOUTHEAST OF A 5 INCH SPRUCE PINE WITH REFERENCE
 FY4150'TAG.
 FY4150'
 FY4150'THIS STATION WAS SEARCHED FOR AND NOT FOUND IN 1980.  THE HIGHWAY WAS
 FY4150'BEING WIDENED FROM 2 TO 4 LANES IN THE AREA.
 FY4150
 FY4150                          STATION RECOVERY (2004)
 FY4150
 FY4150'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4445 ***********************************************************************
 FA4445  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4445  DESIGNATION -  230 AZ MK
 FA4445  PID         -  FA4445
 FA4445  STATE/COUNTY-  NC/MECKLENBURG
 FA4445  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4445
 FA4445                         *CURRENT SURVEY CONTROL
 FA4445  ___________________________________________________________________
 FA4445* NAD 83(2007)-  35 19 55.09796(N)    080 57 14.92723(W)     ADJUSTED  
 FA4445* NAVD 88     -       225.69   (meters)     740.5    (feet)  GPS OBS   
 FA4445  ___________________________________________________________________
 FA4445  EPOCH DATE  -        2002.00
 FA4445  X           -     819,043.023 (meters)                     COMP
 FA4445  Y           -  -5,144,583.753 (meters)                     COMP
 FA4445  Z           -   3,668,087.704 (meters)                     COMP
 FA4445  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 FA4445  ELLIP HEIGHT-         194.844 (meters)          (02/10/07) ADJUSTED
 FA4445  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FA4445
 FA4445  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4445  Type    PID    Designation                      North   East  Ellip
 FA4445  -------------------------------------------------------------------
 FA4445  NETWORK FA4445 230 AZ MK                         0.43   0.41   0.65
 FA4445  -------------------------------------------------------------------
 FA4445
 FA4445.The horizontal coordinates were established by GPS observations
 FA4445.and adjusted by the National Geodetic Survey in February 2007.
 FA4445
 FA4445.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4445.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4445.The horizontal coordinates are valid at the epoch date displayed above.
 FA4445.The epoch date for horizontal control is a decimal equivalence
 FA4445.of Year/Month/Day.
 FA4445
 FA4445.The orthometric height was determined by GPS observations and a
 FA4445.high-resolution geoid model.
 FA4445.The orthometric height was determined by GPS observations and a
 FA4445.high-resolution geoid model using precise GPS observation and
 FA4445.processing techniques.
 FA4445
 FA4445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4445
 FA4445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4445
 FA4445.The ellipsoidal height was determined by GPS observations
 FA4445.and is referenced to NAD 83.
 FA4445
 FA4445.The geoid height was determined by GEOID03.
 FA4445
 FA4445;                    North         East     Units Scale Factor Converg.
 FA4445;SPC NC       -   177,236.595   431,968.172   MT  0.99987357   -1 07 40.4
 FA4445;SPC NC       -   581,483.73  1,417,215.58   sFT  0.99987357   -1 07 40.4
 FA4445;UTM  17      - 3,909,859.433   504,167.243   MT  0.99960021   +0 01 35.5
 FA4445
 FA4445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4445!SPC NC       -   0.99996942  x   0.99987357  =   0.99984299
 FA4445!UTM  17      -   0.99996942  x   0.99960021  =   0.99956964
 FA4445
 FA4445                          SUPERSEDED SURVEY CONTROL
 FA4445
 FA4445  NAD 83(1986)-  35 19 55.11412(N)    080 57 14.93453(W) AD(       ) 1
 FA4445  NAD 83(2001)-  35 19 55.09841(N)    080 57 14.92748(W) AD(       ) 1
 FA4445  ELLIP H (08/02/04)  194.843  (m)                       GP(       ) 4 1
 FA4445  NAD 83(1986)-  35 19 55.11166(N)    080 57 14.93536(W) AD(       ) 3
 FA4445
 FA4445.Superseded values are not recommended for survey control.
 FA4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4445.See file dsdata.txt to determine how the superseded data were derived.
 FA4445
 FA4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0416709859(NAD 83)
 FA4445_MARKER: A = ALUMINUM MARKER
 FA4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4445_SP_SET: CONCRETE POST
 FA4445_STAMPING: 230
 FA4445_MARK LOGO: NC0870
 FA4445_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4445+STABILITY: SURFACE MOTION
 FA4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4445+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA4445
 FA4445  HISTORY     - Date     Condition        Report By
 FA4445  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4445  HISTORY     - 19980218 GOOD             USPSQD
 FA4445  HISTORY     - 20030807 GOOD             NGS
 FA4445  HISTORY     - 20040324 GOOD             USPSQD
 FA4445  HISTORY     - 20060906 GOOD             USPSQD
 FA4445
 FA4445                          STATION DESCRIPTION
 FA4445
 FA4445'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4445'MARK IS LOCATED IN MECKLENBURG COUNTY, 14.5 KM (9.01 MI) NORTHWEST OF
 FA4445'CHARLOTTE.
 FA4445'MARK REACHED BY FIRST GOING TO GPS STATION M 030. (98.42 FT) TO REACH
 FA4445'THE STATION FROM THE INTERSECTION OF INTERSTATE 77(EXIT 11B)AND ROUTE
 FA4445'16 (BROOKSHIRE FRWY), PROCEED NORTHWEST ON ROUTE 16 FOR 13.5 KM
 FA4445'(8.39 MI)  TO INTERSECTION OF S.R.2004 (MT HOLLY-HUNTERSVILLE ROAD).
 FA4445'STATION IS LOCATED IN MEDIAN OF ROUTE 16 NORTHWEST OF INTERSECTION.
 FA4445'STATION IS 8.53 M (27.99 FT) SOUTHWEST OF CENTERLINE OF THE NORTH
 FA4445'LANE OF ROUTE 16, 4.87 M (15.98 FT) NORTHEAST OF CENTERLINE OF DITCH
 FA4445'IN MEDIAN, 47.24 M (154.99 FT) NORTHWEST OF THE WEST EDGE OF PAVEMENT
 FA4445'OF MEDIAN CROSSOVER, AND 9.93 M (32.58 FT) N80E OF A DO NOT ENTER
 FA4445'SIGN.
 FA4445'TO REACH THE AZIMUTH MARK FROM GPS STATION M 030, PROCEED NORTHWEST ON
 FA4445'ROUTE 16 FOR 0.96 KM (0.60 MI) TO THE MARK IN THE MEDIAN OF ROUTE 16.
 FA4445'THE AZIMUTH MARK IS COMPASS BEARING N48W AND DISTANCE 1019.034 M
 FA4445'(3343.281 FT) FROM THE GPS STATION.  THE AZIMUTH IS STAMPED 230.
 FA4445
 FA4445                          STATION RECOVERY (1998)
 FA4445
 FA4445'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4445'RECOVERED IN GOOD CONDITION.
 FA4445
 FA4445                          STATION RECOVERY (2003)
 FA4445
 FA4445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4445'MARK IS LOCATED IN MECKLENBURG COUNTY, 14.5 KM (9.01 MI) NORTHWEST OF
 FA4445'CHARLOTTE, , 9.8 KM  (6.1 MI) SOUTHEAST OF LOWESVILLE AND 5.9 KM (3.7
 FA4445'MI) NORTHEAST OF MOUNT HOLLY.
 FA4445' 
 FA4445'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 11B)
 FA4445'AND ROUTE16  (BROOKSHIRE FREEWAY), PROCEED NORTHWEST ON ROUTE 16 FOR
 FA4445'13.5 KM (8.39 MI)  TO  INTERSECTION OF S.R.2004 (MT HOLLY-HUNTERSVILLE
 FA4445'ROAD). CONTINUE NORTHWEST ON ROUTE 16  (BROOKSHIRE BOULEVARD) FOR 0.96
 FA4445'KM (0.60 MI) TO THE STATION ON THE LEFT IN THE MEDIAN OF  ROUTE 16 AND
 FA4445'JUST SHORT OF A MEDIAN CROSS OVER AND UNDER A HIGH TENSION
 FA4445'TRANSMISSION  LINE.
 FA4445' 
 FA4445'THE MARK IS A  CITY OF CHARLOTTE AZIMUTH DISK STAMPED --230-- SET IN
 FA4445'THE TOP OF A ROUND  CONCRETE MONUMENT WHICH IS ABOUT 1.0 M (3.3 FT)
 FA4445'LOWER THAN THE ROAD AND RECESSED 3 CM  (0.1 FT) BELOW GROUND LEVEL. IT
 FA4445'IS LOCATED 75.4 M (247.5 FT) SOUTHWEST OF A TRANSMISSION  TOWER, 23.6
 FA4445'M (77.5 FT) SOUTHEAST OF THE CENTER OF A MEDIAN CROSSOVER, 14.7 M
 FA4445'(48.2 FT)  NORTHEAST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF
 FA4445'THE BOULEVARD, 14.2 M (46.5  FT) SOUTHWEST OF THE CENTERLINE OF THE
 FA4445'NORTHWEST BOUND LANES OF THE BOULEVARD AND  3.6 M (11.8 FT) WEST OF A
 FA4445'--DO NOT ENTER-- SIGN.
 FA4445
 FA4445                          STATION RECOVERY (2004)
 FA4445
 FA4445'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4445'RECOVERED IN GOOD CONDITION.
 FA4445
 FA4445                          STATION RECOVERY (2006)
 FA4445
 FA4445'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9302 ***********************************************************************
 DE9302  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9302  DESIGNATION -  230W 200
 DE9302  PID         -  DE9302
 DE9302  STATE/COUNTY-  NC/GUILFORD
 DE9302  USGS QUAD   -  LAKE BRANDT (1994)
 DE9302
 DE9302                         *CURRENT SURVEY CONTROL
 DE9302  ___________________________________________________________________
 DE9302* NAD 83(2007)-  36 08 45.54022(N)    079 50 56.29776(W)     ADJUSTED  
 DE9302* NAVD 88     -       248.21   (meters)     814.3    (feet)  GPS OBS   
 DE9302  ___________________________________________________________________
 DE9302  EPOCH DATE  -        2002.00
 DE9302  X           -     908,823.401 (meters)                     COMP
 DE9302  Y           -  -5,075,917.074 (meters)                     COMP
 DE9302  Z           -   3,741,412.116 (meters)                     COMP
 DE9302  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 DE9302  ELLIP HEIGHT-         216.714 (meters)          (02/10/07) ADJUSTED
 DE9302  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DE9302
 DE9302  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9302  Type    PID    Designation                      North   East  Ellip
 DE9302  -------------------------------------------------------------------
 DE9302  NETWORK DE9302 230W 200                          1.10   0.96   1.57
 DE9302  -------------------------------------------------------------------
 DE9302
 DE9302.The horizontal coordinates were established by GPS observations
 DE9302.and adjusted by the National Geodetic Survey in February 2007.
 DE9302
 DE9302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9302.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9302.The horizontal coordinates are valid at the epoch date displayed above.
 DE9302.The epoch date for horizontal control is a decimal equivalence
 DE9302.of Year/Month/Day.
 DE9302
 DE9302.The orthometric height was determined by GPS observations and a
 DE9302.high-resolution geoid model.
 DE9302.The orthometric height was determined by GPS observations and a
 DE9302.high-resolution geoid model using precise GPS observation and
 DE9302.processing techniques.
 DE9302
 DE9302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9302
 DE9302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9302
 DE9302.The ellipsoidal height was determined by GPS observations
 DE9302.and is referenced to NAD 83.
 DE9302
 DE9302.The geoid height was determined by GEOID03.
 DE9302
 DE9302;                    North         East     Units Scale Factor Converg.
 DE9302;SPC NC       -   266,125.395   533,197.503   MT  0.99999429   -0 29 24.0
 DE9302;SPC NC       -   873,113.07  1,749,332.14   sFT  0.99999429   -0 29 24.0
 DE9302;UTM  17      - 4,000,753.901   603,550.060   MT  0.99973212   +0 40 44.4
 DE9302
 DE9302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9302!SPC NC       -   0.99996599  x   0.99999429  =   0.99996028
 DE9302!UTM  17      -   0.99996599  x   0.99973212  =   0.99969812
 DE9302
 DE9302:                Primary Azimuth Mark                     Grid Az
 DE9302:SPC NC       -  230W 201                                 359 16 40.4
 DE9302:UTM  17      -  230W 201                                 358 06 32.0
 DE9302
 DE9302|---------------------------------------------------------------------|
 DE9302| PID    Reference Object                     Distance      Geod. Az  |
 DE9302|                                                           dddmmss.s |
 DE9302| DE9303 230W 201                            418.944 METERS 3584716.4 |
 DE9302|---------------------------------------------------------------------|
 DE9302
 DE9302                          SUPERSEDED SURVEY CONTROL
 DE9302
 DE9302  NAD 83(2001)-  36 08 45.54062(N)    079 50 56.29743(W) AD(       ) 1
 DE9302  ELLIP H (03/13/03)  216.712  (m)                       GP(       ) 4 2
 DE9302  NAD 83(1986)-  36 08 45.54697(N)    079 50 56.30513(W) AD(       ) 1
 DE9302
 DE9302.Superseded values are not recommended for survey control.
 DE9302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9302.See file dsdata.txt to determine how the superseded data were derived.
 DE9302
 DE9302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0355000754(NAD 83)
 DE9302_MARKER: DD = SURVEY DISK
 DE9302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9302_STAMPING: 230W.200 7/97
 DE9302_MARK LOGO: NC1940
 DE9302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9302+STABILITY: SURFACE MOTION
 DE9302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9302+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9302
 DE9302  HISTORY     - Date     Condition        Report By
 DE9302  HISTORY     - 1997     MONUMENTED       NC1940
 DE9302
 DE9302                          STATION DESCRIPTION
 DE9302
 DE9302'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9302'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF THE
 DE9302'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 5.8 MI (9.3 KM) NORTHEAST
 DE9302'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, IN A COMMUNITY BETWEEN
 DE9302'THE SOUTHEASTERN SHORES OF LAKE BRANDT AND LAKE BRANDT ROAD.
 DE9302'PROCEED ALONG OLD BATTLEGROUND ROAD FOR 1.0 MI (1.6 KM) SOUTHEAST FROM
 DE9302'THE (NORTH) INTERSECTION WITH BATTLEGROUND AVENUE (US 220), THENCE
 DE9302'LEFT/NORTHEAST FOR 0.3 MI (0.5 KM) ALONG LAKE BRANDT ROAD, THENCE
 DE9302'LEFT/NORTHWEST FOR 0.3 MI (0.5 KM) ALONG QUAKER LANDING, THENCE
 DE9302'RIGHT/NORTH FOR 0.1 MI (0.2 KM) ALONG CANDLEWICK ROAD (SR 2467) TO
 DE9302'STATION ON LEFT, ABOUT 140-FEET SOUTH OF INTERSECTION WITH TINDER BOX
 DE9302'LANE (SR 2481) BETWEEN STREET AND SIDEWALK.
 DE9302'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD AND RECESSED
 DE9302'2-INCHES BELOW GROUND. LOCATED 17.1 FT (5.2 M) WEST OF THE CENTERLINE
 DE9302'OF CANDLEWICK ROAD, 21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF
 DE9302'DRIVEWAY TO HOUSE NUMBER 5109, 23.2 FT (7.1 M) NORTH OF CENTERLINE OF
 DE9302'DRIVE TO HOUSE NUMBER 5107, 5.8 FT (1.8 M) SOUTH OF MAILBOX (5109),
 DE9302'2.0 FT (0.6 M) EAST OF EDGE OF SIDEWALK, AND 2.0 FT (0.6 M) WEST OF
 DE9302'CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9303 ***********************************************************************
 DE9303  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9303  DESIGNATION -  230W 201
 DE9303  PID         -  DE9303
 DE9303  STATE/COUNTY-  NC/GUILFORD
 DE9303  USGS QUAD   -  LAKE BRANDT (1994)
 DE9303
 DE9303                         *CURRENT SURVEY CONTROL
 DE9303  ___________________________________________________________________
 DE9303* NAD 83(2007)-  36 08 59.12899(N)    079 50 56.65248(W)     ADJUSTED  
 DE9303* NAVD 88     -       245.36   (meters)     805.0    (feet)  GPS OBS   
 DE9303  ___________________________________________________________________
 DE9303  EPOCH DATE  -        2002.00
 DE9303  X           -     908,770.720 (meters)                     COMP
 DE9303  Y           -  -5,075,673.157 (meters)                     COMP
 DE9303  Z           -   3,741,748.652 (meters)                     COMP
 DE9303  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 DE9303  ELLIP HEIGHT-         213.850 (meters)          (02/10/07) ADJUSTED
 DE9303  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DE9303
 DE9303  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9303  Type    PID    Designation                      North   East  Ellip
 DE9303  -------------------------------------------------------------------
 DE9303  NETWORK DE9303 230W 201                          1.72   1.33   2.72
 DE9303  -------------------------------------------------------------------
 DE9303
 DE9303.The horizontal coordinates were established by GPS observations
 DE9303.and adjusted by the National Geodetic Survey in February 2007.
 DE9303
 DE9303.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9303.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9303.The horizontal coordinates are valid at the epoch date displayed above.
 DE9303.The epoch date for horizontal control is a decimal equivalence
 DE9303.of Year/Month/Day.
 DE9303
 DE9303.The orthometric height was determined by GPS observations and a
 DE9303.high-resolution geoid model.
 DE9303.The orthometric height was determined by GPS observations and a
 DE9303.high-resolution geoid model using precise GPS observation and
 DE9303.processing techniques.
 DE9303
 DE9303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9303
 DE9303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9303
 DE9303.The ellipsoidal height was determined by GPS observations
 DE9303.and is referenced to NAD 83.
 DE9303
 DE9303.The geoid height was determined by GEOID03.
 DE9303
 DE9303;                    North         East     Units Scale Factor Converg.
 DE9303;SPC NC       -   266,544.296   533,192.218   MT  0.99999532   -0 29 24.2
 DE9303;SPC NC       -   874,487.41  1,749,314.80   sFT  0.99999532   -0 29 24.2
 DE9303;UTM  17      - 4,001,172.497   603,536.233   MT  0.99973208   +0 40 44.4
 DE9303
 DE9303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9303!SPC NC       -   0.99996644  x   0.99999532  =   0.99996176
 DE9303!UTM  17      -   0.99996644  x   0.99973208  =   0.99969853
 DE9303
 DE9303:                Primary Azimuth Mark                     Grid Az
 DE9303:SPC NC       -  230W 200                                 179 16 40.4
 DE9303:UTM  17      -  230W 200                                 178 06 31.8
 DE9303
 DE9303|---------------------------------------------------------------------|
 DE9303| PID    Reference Object                     Distance      Geod. Az  |
 DE9303|                                                           dddmmss.s |
 DE9303| DE9302 230W 200                            418.944 METERS 1784716.2 |
 DE9303|---------------------------------------------------------------------|
 DE9303
 DE9303                          SUPERSEDED SURVEY CONTROL
 DE9303
 DE9303  NAD 83(2001)-  36 08 59.12948(N)    079 50 56.65205(W) AD(       ) 1
 DE9303  ELLIP H (03/13/03)  213.844  (m)                       GP(       ) 4 2
 DE9303  NAD 83(1986)-  36 08 59.13598(N)    079 50 56.65965(W) AD(       ) 1
 DE9303
 DE9303.Superseded values are not recommended for survey control.
 DE9303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9303.See file dsdata.txt to determine how the superseded data were derived.
 DE9303
 DE9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0353601172(NAD 83)
 DE9303_MARKER: DD = SURVEY DISK
 DE9303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9303_STAMPING: 230W.201 7/97
 DE9303_MARK LOGO: NC1940
 DE9303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9303+STABILITY: SURFACE MOTION
 DE9303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9303+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9303
 DE9303  HISTORY     - Date     Condition        Report By
 DE9303  HISTORY     - 1997     MONUMENTED       NC1940
 DE9303
 DE9303                          STATION DESCRIPTION
 DE9303
 DE9303'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9303'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF THE
 DE9303'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 6.0 MI (9.7 KM) NORTHEAST
 DE9303'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, IN A COMMUNITY BETWEEN
 DE9303'THE SOUTHEASTERN SHORES OF LAKE BRANDT AND LAKE BRANDT ROAD.
 DE9303'PROCEED ALONG OLD BATTLEGROUND ROAD FOR 1.0 MI (1.6 KM) SOUTHEAST FROM
 DE9303'THE (NORTH) INTERSECTION WITH BATTLEGROUND AVENUE (US 220), THENCE
 DE9303'LEFT/NORTHEAST FOR 0.3 MI (0.5 KM) ALONG LAKE BRANDT ROAD, THENCE
 DE9303'LEFT/NORTHWEST FOR 0.3 MI (0.5 KM) ALONG QUAKER LANDING, THENCE
 DE9303'RIGHT/NORTH FOR 0.3 MI (0.5 KM) ALONG CANDLEWICK ROAD (SR 2467) TO A
 DE9303'COLONIAL PIPELINE COMPANY RIGHT-OF-WAY AND STATION ON RIGHT.
 DE9303'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9303'GROUND. LOCATED 25.0 FT (7.6 M) EAST OF THE CENTERLINE OF CANDLEWICK
 DE9303'ROAD, 20.5 FT (6.2 M) NORTH OF THE NORTHEAST OF FOUR PIPELINE
 DE9303'RIGHT-OF-WAY MARKERS (WHICH ARE 4.3-FEET TALL WITH SIGNS), AND 56.8 FT
 DE9303'(17.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 5318.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4446 ***********************************************************************
 FA4446  DESIGNATION -  231 RM
 FA4446  PID         -  FA4446
 FA4446  STATE/COUNTY-  NC/MECKLENBURG
 FA4446  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4446
 FA4446                         *CURRENT SURVEY CONTROL
 FA4446  ___________________________________________________________________
 FA4446* NAD 83(2001)-  35 19 53.46670(N)    080 54 41.38966(W)     NO CHECK  
 FA4446* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 FA4446  ___________________________________________________________________
 FA4446  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 FA4446  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FA4446  HORZ ORDER  -  THIRD
 FA4446
 FA4446.The horizontal coordinates were established by classical geodetic methods
 FA4446.and adjusted by the National Geodetic Survey in August 2005.
 FA4446.No horizontal observational check was made to the station.
 FA4446
 FA4446.The orthometric height was scaled from a topographic map.
 FA4446
 FA4446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4446
 FA4446.The geoid height was determined by GEOID03.
 FA4446
 FA4446;                    North         East     Units Scale Factor Converg.
 FA4446;SPC NC       -   177,110.854   435,843.568   MT  0.99987356   -1 06 11.7
 FA4446;SPC NC       -   581,071.19  1,429,930.11   sFT  0.99987356   -1 06 11.7
 FA4446;UTM  17      - 3,909,811.809   508,043.327   MT  0.99960080   +0 03 04.3
 FA4446
 FA4446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4446!SPC NC       -   0.99997315  x   0.99987356  =   0.99984672
 FA4446!UTM  17      -   0.99997315  x   0.99960080  =   0.99957397
 FA4446
 FA4446                          SUPERSEDED SURVEY CONTROL
 FA4446
 FA4446  NAD 83(1986)-  35 19 53.48104(N)    080 54 41.39742(W) AD(       ) 3
 FA4446
 FA4446.Superseded values are not recommended for survey control.
 FA4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4446.See file dsdata.txt to determine how the superseded data were derived.
 FA4446
 FA4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0804309812(NAD 83)
 FA4446_MARKER: DD = SURVEY DISK
 FA4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4446_SP_SET: CONCRETE POST
 FA4446_STAMPING: 231
 FA4446_MARK LOGO: NC0870
 FA4446_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4446+STABILITY: SURFACE MOTION
 FA4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4446+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 FA4446
 FA4446  HISTORY     - Date     Condition        Report By
 FA4446  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4446  HISTORY     - 19970422 GOOD             NCGS
 FA4446  HISTORY     - 19980218 GOOD             USPSQD
 FA4446
 FA4446                          STATION DESCRIPTION
 FA4446
 FA4446'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4446'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.9 KM (8.02 MI) NORTHWEST OF
 FA4446'CHARLOTTE.
 FA4446'MARK REACHED BY FIRST GOING TO GPS STATION M 031. (101.71 FT) TO REACH
 FA4446'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 11B)AND
 FA4446'ROUTE 16(BROOKSHIRE FRWY), PROCEED NORTH ON ROUTE 16 FOR 13.52 KM
 FA4446'(8.40 MI)    TO INTERSECTION OF S.R.2004 (MT HOLLY-HUNTERSVILLE ROAD)
 FA4446'. GO EAST ON S.R.2004 FOR 3.38 KM (2.10 MI) TO THE INTERSECTION OF S
 FA4446'.R.2042 (OAKDALE ROAD). PROCEED SOUTH ON S.R.2042 FOR 0.80 KM
 FA4446'(0.50 MI) TO STATION ON THE WEST RIGHT-OF-WAY OF S.R.2042.
 FA4446'TO REACH THE REFERENCE MARK FROM GPS STATION M 031, PROCEED NORTH ON S
 FA4446'.R. 2042 FOR 0.24 KM (0.15 MI) TO MARK ON THE WEST RIGHT-OF-WAY OF THE
 FA4446'ROAD, 1.03 M (3.38 FT) FROM THE EDGE OF THE PAVEMENT. THE MARK IS
 FA4446'COMPASS BEARING N18W AND DISTANCE 257.054 M (843.351 FT) FROM THE GPS
 FA4446'STATION. THE MARK IS STAMPED 231.
 FA4446
 FA4446                          STATION RECOVERY (1997)
 FA4446
 FA4446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA4446'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF CHARLOTTE.
 FA4446'PROCEED ALONG NC 16 (BROOKSHIRE FREEWAY) FOR 8.4 MI (13.5 KM) NORTH
 FA4446'FROM I-77, THENCE EAST ALONG SR 2004 (MOUNT HOLLY-HUNTERSVILLE ROAD)
 FA4446'FOR 2.1 MI, THENCE SOUTH ALONG SR 2042 (OAKDALE ROAD) FOR 0.35 MI
 FA4446'(0.56 KM) TO THE STATION ON THE WEST SIDE OF SR 2042. STATION IS ABOUT
 FA4446'ONE FOOT LOWER THAN SR 2042 AND RECESSED 1-INCH BELOW GROUND. LOCATED
 FA4446'13.5 FT (4.1 M) WEST OF THE CENTERLINE OF SR 2042, 17.4 FT (5.3 M)
 FA4446'NORTHEAST OF THE NORTH END OF A DRIVEWAY CULVERT, 50.5 SOUTHWEST OF A
 FA4446'POWER POLE, 22.8 FT (6.9 M) EAST OF A FENCE CORNER POST AND 30.4 FT
 FA4446'(9.3 M) SOUTHEAST OF A FENCE POST,ALL THREE WITH REFERENCE TAGS.
 FA4446
 FA4446                          STATION RECOVERY (1998)
 FA4446
 FA4446'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4447 ***********************************************************************
 FA4447  DESIGNATION -  232 AZ MK
 FA4447  PID         -  FA4447
 FA4447  STATE/COUNTY-  NC/MECKLENBURG
 FA4447  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4447
 FA4447                         *CURRENT SURVEY CONTROL
 FA4447  ___________________________________________________________________
 FA4447* NAD 83(2001)-  35 20 01.70763(N)    080 52 53.79594(W)     NO CHECK  
 FA4447* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FA4447  ___________________________________________________________________
 FA4447  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 FA4447  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FA4447  HORZ ORDER  -  THIRD
 FA4447
 FA4447.The horizontal coordinates were established by classical geodetic methods
 FA4447.and adjusted by the National Geodetic Survey in August 2005.
 FA4447.No horizontal observational check was made to the station.
 FA4447
 FA4447.The orthometric height was scaled from a topographic map.
 FA4447
 FA4447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4447
 FA4447.The geoid height was determined by GEOID03.
 FA4447
 FA4447;                    North         East     Units Scale Factor Converg.
 FA4447;SPC NC       -   177,312.846   438,564.834   MT  0.99987361   -1 05 09.6
 FA4447;SPC NC       -   581,733.90  1,438,858.13   sFT  0.99987361   -1 05 09.6
 FA4447;UTM  17      - 3,910,068.517   510,759.231   MT  0.99960143   +0 04 06.5
 FA4447
 FA4447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4447!SPC NC       -   0.99996891  x   0.99987361  =   0.99984252
 FA4447!UTM  17      -   0.99996891  x   0.99960143  =   0.99957035
 FA4447
 FA4447                          SUPERSEDED SURVEY CONTROL
 FA4447
 FA4447  NAD 83(1986)-  35 20 01.72191(N)    080 52 53.80391(W) AD(       ) 3
 FA4447
 FA4447.Superseded values are not recommended for survey control.
 FA4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4447.See file dsdata.txt to determine how the superseded data were derived.
 FA4447
 FA4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1075910069(NAD 83)
 FA4447_MARKER: A = ALUMINUM MARKER
 FA4447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4447_SP_SET: CONCRETE POST
 FA4447_STAMPING: 232
 FA4447_MARK LOGO: NC0870
 FA4447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4447+STABILITY: SURFACE MOTION
 FA4447
 FA4447  HISTORY     - Date     Condition        Report By
 FA4447  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4447  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 FA4447  HISTORY     - 19980213 GOOD             USPSQD
 FA4447
 FA4447                          STATION DESCRIPTION
 FA4447
 FA4447'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4447'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.1 KM (7.52 MI) NORTH OF
 FA4447'CHARLOTTE.
 FA4447'MARK REACHED BY FIRST GOING TO GPS STATION M 032. (104.99 FT) TO REACH
 FA4447'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2074
 FA4447'(BEATTIES FORD ROAD), PROCEED NORTH ON S.R.2074 FOR 7.24 KM
 FA4447'(4.50 MI)  TO INTERSECTION OF S.R.2025 (MIRANDA ROAD).  GO WEST ON S
 FA4447'.R.2025 FOR 0.16 KM (0.10 MI)  TO STATION ON SOUTH RIGHT-OF-WAY OF S
 FA4447'.R.2025.
 FA4447'TO REACH THE AZIMUTH MARK FROM GPS STATION M 032, PROCEED WEST ON S.R.
 FA4447'2025 FOR 0.48 KM (0.30 MI) TO THE MARK IN NORTH RIGHT-OF-WAY OF THE
 FA4447'ROAD, 3.04 M (9.97 FT) NORTH OF THE EDGE OF PAVEMENT.  THE AZIMUTH IS
 FA4447'COMPASS BEARING N84W AND DISTANCE 446.337 M (1464.357 FT) FROM THE
 FA4447'GPS STATION.  THE AZIMUTH MARK IS STAMPED 232.
 FA4447
 FA4447                          STATION RECOVERY (1997)
 FA4447
 FA4447'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4447'MARK NOT FOUND.
 FA4447
 FA4447                          STATION RECOVERY (1998)
 FA4447
 FA4447'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9312 ***********************************************************************
 DE9312  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9312  DESIGNATION -  232E 200
 DE9312  PID         -  DE9312
 DE9312  STATE/COUNTY-  NC/GUILFORD
 DE9312  USGS QUAD   -  LAKE BRANDT (1994)
 DE9312
 DE9312                         *CURRENT SURVEY CONTROL
 DE9312  ___________________________________________________________________
 DE9312* NAD 83(2007)-  36 08 45.15252(N)    079 48 26.56622(W)     ADJUSTED  
 DE9312* NAVD 88     -       250.26   (meters)     821.1    (feet)  GPS OBS   
 DE9312  ___________________________________________________________________
 DE9312  EPOCH DATE  -        2002.00
 DE9312  X           -     912,509.431 (meters)                     COMP
 DE9312  Y           -  -5,075,264.710 (meters)                     COMP
 DE9312  Z           -   3,741,403.777 (meters)                     COMP
 DE9312  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9312  ELLIP HEIGHT-         218.938 (meters)          (02/10/07) ADJUSTED
 DE9312  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DE9312
 DE9312  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9312  Type    PID    Designation                      North   East  Ellip
 DE9312  -------------------------------------------------------------------
 DE9312  NETWORK DE9312 232E 200                          1.27   1.06   2.00
 DE9312  -------------------------------------------------------------------
 DE9312
 DE9312.The horizontal coordinates were established by GPS observations
 DE9312.and adjusted by the National Geodetic Survey in February 2007.
 DE9312
 DE9312.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9312.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9312.The horizontal coordinates are valid at the epoch date displayed above.
 DE9312.The epoch date for horizontal control is a decimal equivalence
 DE9312.of Year/Month/Day.
 DE9312
 DE9312.The orthometric height was determined by GPS observations and a
 DE9312.high-resolution geoid model.
 DE9312.The orthometric height was determined by GPS observations and a
 DE9312.high-resolution geoid model using precise GPS observation and
 DE9312.processing techniques.
 DE9312
 DE9312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9312
 DE9312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9312
 DE9312.The ellipsoidal height was determined by GPS observations
 DE9312.and is referenced to NAD 83.
 DE9312
 DE9312.The geoid height was determined by GEOID03.
 DE9312
 DE9312;                    North         East     Units Scale Factor Converg.
 DE9312;SPC NC       -   266,082.218   536,940.427   MT  0.99999426   -0 27 57.6
 DE9312;SPC NC       -   872,971.41  1,761,612.05   sFT  0.99999426   -0 27 57.6
 DE9312;UTM  17      - 4,000,787.102   607,292.122   MT  0.99974184   +0 42 12.7
 DE9312
 DE9312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9312!SPC NC       -   0.99996564  x   0.99999426  =   0.99995990
 DE9312!UTM  17      -   0.99996564  x   0.99974184  =   0.99970749
 DE9312
 DE9312                          SUPERSEDED SURVEY CONTROL
 DE9312
 DE9312  NAD 83(2001)-  36 08 45.15302(N)    079 48 26.56576(W) AD(       ) 1
 DE9312  ELLIP H (03/13/03)  218.934  (m)                       GP(       ) 4 2
 DE9312  NAD 83(1986)-  36 08 45.15954(N)    079 48 26.57332(W) AD(       ) 1
 DE9312
 DE9312.Superseded values are not recommended for survey control.
 DE9312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9312.See file dsdata.txt to determine how the superseded data were derived.
 DE9312
 DE9312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0729200787(NAD 83)
 DE9312_MARKER: DD = SURVEY DISK
 DE9312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9312_STAMPING: 232E.200 7/97
 DE9312_MARK LOGO: NC1940
 DE9312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9312+STABILITY: SURFACE MOTION
 DE9312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9312+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9312
 DE9312  HISTORY     - Date     Condition        Report By
 DE9312  HISTORY     - 1997     MONUMENTED       NC1940
 DE9312
 DE9312                          STATION DESCRIPTION
 DE9312
 DE9312'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9312'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF THE CITY-COUNTY
 DE9312'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, 7.8 MI (12.6 KM) NORTHEAST
 DE9312'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND NEAR LAKE JEANETTE.
 DE9312'PROCEED ALONG NORTH ELM STREET FOR 3.0 MI (4.8 KM) NORTH FROM THE WEST
 DE9312'CONE BOULEVARD BRIDGE TO CHECKER BERRY LANE (ENTRANCE TO A DEVELOPMENT
 DE9312'CALLED--THE POINT) ON RIGHT AND STATION IN THE NORTHWEST QUADRANT OF
 DE9312'INTERSECTION, OR 0.3 MI (0.5 KM) EAST OF INTERSECTION OF NORTH ELM
 DE9312'STREET AND LAKE JEANETTE ROAD.
 DE9312'MARK IS ABOUT 1-FOOT HIGHER THAN CENTER OF ROAD, AND RECESSED 1 INCH
 DE9312'BELOW THE GROUND. LOCATED 34.4 FT (10.5 M) NORTH OF THE CENTERLINE OF
 DE9312'ELM STREET, 64.3 FT (19.6 M) WEST OF THE CENTERLINE OF CHECKER BERRY
 DE9312'LANE, 14.6 FT (4.5 M) NORTH-NORTHEAST OF MANHOLE IN CATCH BASIN AT
 DE9312'NORTH SIDE OF ELM, 35.0 FT (10.7 M) WEST-SOUTHWEST OF MANHOLE IN CATCH
 DE9312'BASIN ON WEST SIDE OF CHECKER BERRY LANE, AND 37.3 FT (11.4 M)
 DE9312'EAST-SOUTHEAST OF POWER POLE (40K) WITH METER BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4448 ***********************************************************************
 FA4448  DESIGNATION -  233 AZ MK
 FA4448  PID         -  FA4448
 FA4448  STATE/COUNTY-  NC/MECKLENBURG
 FA4448  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4448
 FA4448                         *CURRENT SURVEY CONTROL
 FA4448  ___________________________________________________________________
 FA4448* NAD 83(2001)-  35 17 55.19591(N)    080 59 56.73560(W)     NO CHECK  
 FA4448* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 FA4448  ___________________________________________________________________
 FA4448  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 FA4448  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FA4448  HORZ ORDER  -  THIRD
 FA4448
 FA4448.The horizontal coordinates were established by classical geodetic methods
 FA4448.and adjusted by the National Geodetic Survey in August 2005.
 FA4448.No horizontal observational check was made to the station.
 FA4448
 FA4448.The orthometric height was scaled from a topographic map.
 FA4448
 FA4448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4448
 FA4448.The geoid height was determined by GEOID03.
 FA4448
 FA4448;                    North         East     Units Scale Factor Converg.
 FA4448;SPC NC       -   173,623.971   427,808.631   MT  0.99987293   -1 09 13.7
 FA4448;SPC NC       -   569,631.31  1,403,568.82   sFT  0.99987293   -1 09 13.7
 FA4448;UTM  17      - 3,906,164.754   500,082.443   MT  0.99960000   +0 00 01.9
 FA4448
 FA4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4448!SPC NC       -   0.99997678  x   0.99987293  =   0.99984972
 FA4448!UTM  17      -   0.99997678  x   0.99960000  =   0.99957679
 FA4448
 FA4448                          SUPERSEDED SURVEY CONTROL
 FA4448
 FA4448  NAD 83(1986)-  35 17 55.21038(N)    080 59 56.74281(W) AD(       ) 3
 FA4448
 FA4448.Superseded values are not recommended for survey control.
 FA4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4448.See file dsdata.txt to determine how the superseded data were derived.
 FA4448
 FA4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0008206165(NAD 83)
 FA4448_MARKER: A = ALUMINUM MARKER
 FA4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4448_SP_SET: CONCRETE POST
 FA4448_STAMPING: 233
 FA4448_MARK LOGO: NC0870
 FA4448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4448+STABILITY: SURFACE MOTION
 FA4448
 FA4448  HISTORY     - Date     Condition        Report By
 FA4448  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4448  HISTORY     - 19960221 GOOD             USPSQD
 FA4448  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA4448
 FA4448                          STATION DESCRIPTION
 FA4448
 FA4448'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4448'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.92 KM (10.51 MI) WEST-
 FA4448'NORTHWEST OF CHARLOTTE, AND 1.12 KM (0.70 MI) EAST OF MT HOLLY.
 FA4448'MARK REACHED BY FIRST GOING TO GPS STATION M 033. (108.27 FT) TO REACH
 FA4448'THE STATION FROM THE INTERSECTION OF ROUTE 27 AND S.R.2004 (MT
 FA4448'HOLLY-HUNTERSVILLE ROAD), PROCEED WEST ON ROUTE 27 FOR 1.77 KM
 FA4448'(1.10 MI) , CROSSING OVER THE CATAWBA RIVER  TO THE STATION LOCATED
 FA4448'IN NORTH RIGHT-OF-WAY OF ROUTE 27.
 FA4448'TO REACH THE AZIMUTH MARK FROM GPS STATION M 033, PROCEED EAST ON
 FA4448'ROUTE 27 FOR 0.56 KM (0.35 MI) TO THE MARK ON THE NORTH RIGHT-OF-WAY
 FA4448'OF THE ROAD.  THE AZIMUTH MARK IS COMPASS BEARING N80E AND DISTANCE
 FA4448'552.902 M (1813.979 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4448'STAMPED 233.
 FA4448
 FA4448                          STATION RECOVERY (1996)
 FA4448
 FA4448'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4448'RECOVERED IN GOOD CONDITION.
 FA4448
 FA4448                          STATION RECOVERY (2004)
 FA4448
 FA4448'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4448'SEARCHED N SIDE OF NC 27 WITH MICRONTA 4001 METAL DETECTOR.  FOUND DOT
 FA4448'ROW MARKER HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2279 ***********************************************************************
 FX2279  DESIGNATION -  233 JAS
 FX2279  PID         -  FX2279
 FX2279  STATE/COUNTY-  NC/NORTHAMPTON
 FX2279  USGS QUAD   -  CLARESVILLE (1986)
 FX2279
 FX2279                         *CURRENT SURVEY CONTROL
 FX2279  ___________________________________________________________________
 FX2279* NAD 83(1986)-  36 30 31.     (N)    077 24 18.     (W)     SCALED    
 FX2279* NAVD 88     -        26.291  (meters)      86.26   (feet)  ADJUSTED  
 FX2279  ___________________________________________________________________
 FX2279  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FX2279  DYNAMIC HT  -          26.271 (meters)      86.19  (feet)  COMP
 FX2279  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 FX2279
 FX2279  VERT ORDER  -  FIRST     CLASS II
 FX2279
 FX2279.The horizontal coordinates were scaled from a topographic map and have
 FX2279.an estimated accuracy of +/- 6 seconds.
 FX2279
 FX2279.The orthometric height was determined by differential leveling
 FX2279.and adjusted in June 1991.
 FX2279
 FX2279.The geoid height was determined by GEOID03.
 FX2279
 FX2279.The dynamic height is computed by dividing the NAVD 88
 FX2279.geopotential number by the normal gravity value computed on the
 FX2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2279.degrees latitude (g = 980.6199 gals.).
 FX2279
 FX2279.The modeled gravity was interpolated from observed gravity values.
 FX2279
 FX2279;                    North         East    Units  Estimated Accuracy
 FX2279;SPC NC       -   307,190.      752,490.      MT  (+/- 180 meters Scaled)
 FX2279
 FX2279                          SUPERSEDED SURVEY CONTROL
 FX2279
 FX2279.No superseded survey control is available for this station.
 FX2279
 FX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF846430(NAD 83)
 FX2279_MARKER: DB = BENCH MARK DISK
 FX2279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2279_SP_SET: HEADWALL
 FX2279_STAMPING: 233 JAS 1963 87 FT
 FX2279_MARK LOGO: USGS  
 FX2279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2279
 FX2279  HISTORY     - Date     Condition        Report By
 FX2279  HISTORY     - 1963     MONUMENTED       USGS
 FX2279  HISTORY     - 1978     GOOD             NGS
 FX2279  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 FX2279
 FX2279                          STATION DESCRIPTION
 FX2279
 FX2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2279'2.3 MI NE FROM SEABOARD.
 FX2279'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 186 FROM THE JUNCTION
 FX2279'WITH STATE HIGHWAY 305 IN SEABOARD.  SET IN THE EAST END OF THE
 FX2279'SOUTH HEAD OF A 6X6 FOOT CONCRETE CULVERT, 256 FEET SOUTHWEST OF
 FX2279'THE EXTENDED CENTERLINE OF A DRIVEWAY NORTH TO A BRICK HOUSE, 15
 FX2279'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST
 FX2279'OF THE EAST END.
 FX2279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FX2279
 FX2279                          STATION RECOVERY (1996)
 FX2279
 FX2279'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9314 ***********************************************************************
 DE9314  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9314  DESIGNATION -  233E 200
 DE9314  PID         -  DE9314
 DE9314  STATE/COUNTY-  NC/GUILFORD
 DE9314  USGS QUAD   -  LAKE BRANDT (1994)
 DE9314
 DE9314                         *CURRENT SURVEY CONTROL
 DE9314  ___________________________________________________________________
 DE9314* NAD 83(2007)-  36 08 48.62002(N)    079 47 28.99908(W)     ADJUSTED  
 DE9314* NAVD 88     -       250.88   (meters)     823.1    (feet)  GPS OBS   
 DE9314  ___________________________________________________________________
 DE9314  EPOCH DATE  -        2002.00
 DE9314  X           -     913,914.794 (meters)                     COMP
 DE9314  Y           -  -5,074,948.339 (meters)                     COMP
 DE9314  Z           -   3,741,490.492 (meters)                     COMP
 DE9314  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DE9314  ELLIP HEIGHT-         219.627 (meters)          (02/10/07) ADJUSTED
 DE9314  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DE9314
 DE9314  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9314  Type    PID    Designation                      North   East  Ellip
 DE9314  -------------------------------------------------------------------
 DE9314  NETWORK DE9314 233E 200                          1.86   1.39   2.47
 DE9314  -------------------------------------------------------------------
 DE9314
 DE9314.The horizontal coordinates were established by GPS observations
 DE9314.and adjusted by the National Geodetic Survey in February 2007.
 DE9314
 DE9314.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9314.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9314.The horizontal coordinates are valid at the epoch date displayed above.
 DE9314.The epoch date for horizontal control is a decimal equivalence
 DE9314.of Year/Month/Day.
 DE9314
 DE9314.The orthometric height was determined by GPS observations and a
 DE9314.high-resolution geoid model.
 DE9314.The orthometric height was determined by GPS observations and a
 DE9314.high-resolution geoid model using precise GPS observation and
 DE9314.processing techniques.
 DE9314
 DE9314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9314
 DE9314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9314
 DE9314.The ellipsoidal height was determined by GPS observations
 DE9314.and is referenced to NAD 83.
 DE9314
 DE9314.The geoid height was determined by GEOID03.
 DE9314
 DE9314;                    North         East     Units Scale Factor Converg.
 DE9314;SPC NC       -   266,177.503   538,380.360   MT  0.99999453   -0 27 24.4
 DE9314;SPC NC       -   873,284.02  1,766,336.23   sFT  0.99999453   -0 27 24.4
 DE9314;UTM  17      - 4,000,911.729   608,729.450   MT  0.99974566   +0 42 46.7
 DE9314
 DE9314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9314!SPC NC       -   0.99996553  x   0.99999453  =   0.99996006
 DE9314!UTM  17      -   0.99996553  x   0.99974566  =   0.99971120
 DE9314
 DE9314:                Primary Azimuth Mark                     Grid Az
 DE9314:SPC NC       -  MILLIE                                   167 16 56.0
 DE9314:UTM  17      -  MILLIE                                   166 06 44.9
 DE9314
 DE9314|---------------------------------------------------------------------|
 DE9314| PID    Reference Object                     Distance      Geod. Az  |
 DE9314|                                                           dddmmss.s |
 DE9314| FY3540 MILLIE                              APPROX. 0.6 KM 1664931.6 |
 DE9314|---------------------------------------------------------------------|
 DE9314
 DE9314                          SUPERSEDED SURVEY CONTROL
 DE9314
 DE9314  NAD 83(2001)-  36 08 48.62056(N)    079 47 28.99855(W) AD(       ) 1
 DE9314  ELLIP H (03/13/03)  219.621  (m)                       GP(       ) 4 2
 DE9314  NAD 83(1986)-  36 08 48.62716(N)    079 47 29.00612(W) AD(       ) 1
 DE9314
 DE9314.Superseded values are not recommended for survey control.
 DE9314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9314.See file dsdata.txt to determine how the superseded data were derived.
 DE9314
 DE9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0872900912(NAD 83)
 DE9314_MARKER: DD = SURVEY DISK
 DE9314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9314_STAMPING: 233E.200
 DE9314_MARK LOGO: NC1940
 DE9314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9314+STABILITY: SURFACE MOTION
 DE9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9314+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9314
 DE9314  HISTORY     - Date     Condition        Report By
 DE9314  HISTORY     - 1997     MONUMENTED       NC1940
 DE9314
 DE9314                          STATION DESCRIPTION
 DE9314
 DE9314'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9314'STATION IS LOCATED IN GREENSBORO, ABOUT 5.4 MI (8.7 KM) NORTH OF THE
 DE9314'DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF NORTH CHURCH STREET
 DE9314'AND EVA LANE.
 DE9314'ALONG NORTH CHURCH STREET FOR 2.5 MI (4.0 KM) NORTH FROM EAST CONE
 DE9314'BOULEVARD TO EVA LANE AND STATION IN NORTHWEST QUADRANT OF
 DE9314'INTERSECTION.
 DE9314'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTERLINE OF CHURCH STREET AND
 DE9314'FLUSH WITH THE GORUND. LOCATED 24.7 FT (7.5 M) WEST OF CENTERLINE OF
 DE9314'CHURCH STREET, 34.0 FT (10.4 M) NORTH OF CENTERLINE OF EVA LANE, AND
 DE9314'3.5 FT (1.1 M) NORTH OF POWER POLE (90 44 1/2).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2278 ***********************************************************************
 FX2278  DESIGNATION -  234 JAS
 FX2278  PID         -  FX2278
 FX2278  STATE/COUNTY-  NC/NORTHAMPTON
 FX2278  USGS QUAD   -  CLARESVILLE (1986)
 FX2278
 FX2278                         *CURRENT SURVEY CONTROL
 FX2278  ___________________________________________________________________
 FX2278* NAD 83(1986)-  36 30 57.     (N)    077 23 23.     (W)     SCALED    
 FX2278* NAVD 88     -        41.989  (meters)     137.76   (feet)  ADJUSTED  
 FX2278  ___________________________________________________________________
 FX2278  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 FX2278  DYNAMIC HT  -          41.957 (meters)     137.65  (feet)  COMP
 FX2278  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 FX2278
 FX2278  VERT ORDER  -  FIRST     CLASS II
 FX2278
 FX2278.The horizontal coordinates were scaled from a topographic map and have
 FX2278.an estimated accuracy of +/- 6 seconds.
 FX2278
 FX2278.The orthometric height was determined by differential leveling
 FX2278.and adjusted in June 1991.
 FX2278
 FX2278.The geoid height was determined by GEOID03.
 FX2278
 FX2278.The dynamic height is computed by dividing the NAVD 88
 FX2278.geopotential number by the normal gravity value computed on the
 FX2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2278.degrees latitude (g = 980.6199 gals.).
 FX2278
 FX2278.The modeled gravity was interpolated from observed gravity values.
 FX2278
 FX2278;                    North         East    Units  Estimated Accuracy
 FX2278;SPC NC       -   308,010.      753,850.      MT  (+/- 180 meters Scaled)
 FX2278
 FX2278                          SUPERSEDED SURVEY CONTROL
 FX2278
 FX2278.No superseded survey control is available for this station.
 FX2278
 FX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF860438(NAD 83)
 FX2278_MARKER: DB = BENCH MARK DISK
 FX2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2278_SP_SET: CONCRETE POST
 FX2278_STAMPING: 234 JAS 1963 139 FT
 FX2278_MARK LOGO: USGS  
 FX2278_PROJECTION: PROJECTING 10 CENTIMETERS
 FX2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2278+STABILITY: SURFACE MOTION
 FX2278
 FX2278  HISTORY     - Date     Condition        Report By
 FX2278  HISTORY     - 1963     MONUMENTED       USGS
 FX2278  HISTORY     - 1978     GOOD             NGS
 FX2278  HISTORY     - 19960727 GOOD             USPSQD
 FX2278
 FX2278                          STATION DESCRIPTION
 FX2278
 FX2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2278'3.3 MI NE FROM SEABOARD.
 FX2278'ABOUT 3.3 MILES NORTHEAST ALONG STATE HIGHWAY 186, FROM THE JUNCTION
 FX2278'WITH STATE HIGHWAY 305 IN SEABOARD,  SET AT THE JUNCTION OF COUNTY
 FX2278'ROAD 1328.  SET IN THE EDGE OF THE WOODS, 108 FEET SOUTHEAST OF THE
 FX2278'CENTERLINE OF THE HIGHWAY, 46 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FX2278'47 FEET SOUTH OF A POST AND SIGN.  THIS AREA APPROPRIATED FOR HIGHWAY
 FX2278'PURPOSE.
 FX2278'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 FX2278'THE MARK IS 3 FT ABOVE THE ROAD.
 FX2278
 FX2278                          STATION RECOVERY (1996)
 FX2278
 FX2278'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4449 ***********************************************************************
 FA4449  DESIGNATION -  234 RM
 FA4449  PID         -  FA4449
 FA4449  STATE/COUNTY-  NC/MECKLENBURG
 FA4449  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4449
 FA4449                         *CURRENT SURVEY CONTROL
 FA4449  ___________________________________________________________________
 FA4449* NAD 83(2001)-  35 17 43.39847(N)    080 56 42.66772(W)     NO CHECK  
 FA4449* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 FA4449  ___________________________________________________________________
 FA4449  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 FA4449  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FA4449  HORZ ORDER  -  THIRD
 FA4449
 FA4449.The horizontal coordinates were established by classical geodetic methods
 FA4449.and adjusted by the National Geodetic Survey in August 2005.
 FA4449.No horizontal observational check was made to the station.
 FA4449
 FA4449.The orthometric height was scaled from a topographic map.
 FA4449
 FA4449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4449
 FA4449.The geoid height was determined by GEOID03.
 FA4449
 FA4449;                    North         East     Units Scale Factor Converg.
 FA4449;SPC NC       -   173,163.120   432,703.109   MT  0.99987288   -1 07 21.7
 FA4449;SPC NC       -   568,119.34  1,419,626.78   sFT  0.99987288   -1 07 21.7
 FA4449;UTM  17      - 3,905,802.699   504,983.874   MT  0.99960031   +0 01 54.0
 FA4449
 FA4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4449!SPC NC       -   0.99997174  x   0.99987288  =   0.99984462
 FA4449!UTM  17      -   0.99997174  x   0.99960031  =   0.99957206
 FA4449
 FA4449                          SUPERSEDED SURVEY CONTROL
 FA4449
 FA4449  NAD 83(1986)-  35 17 43.41229(N)    080 56 42.67504(W) AD(       ) 3
 FA4449
 FA4449.Superseded values are not recommended for survey control.
 FA4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4449.See file dsdata.txt to determine how the superseded data were derived.
 FA4449
 FA4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0498405803(NAD 83)
 FA4449_MARKER: A = ALUMINUM MARKER
 FA4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4449_SP_SET: CONCRETE POST
 FA4449_STAMPING: 234
 FA4449_MARK LOGO: NC0870
 FA4449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4449+STABILITY: SURFACE MOTION
 FA4449
 FA4449  HISTORY     - Date     Condition        Report By
 FA4449  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4449  HISTORY     - 19980213 GOOD             USPSQD
 FA4449
 FA4449                          STATION DESCRIPTION
 FA4449
 FA4449'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4449'MARK IS LOCATED IN MECKLENBURG COUNTY, 11.3 KM (7.02 MI) NORTHWEST OF
 FA4449'CENTER OF CHARLOTTE.
 FA4449'MARK REACHED BY FIRST GOING TO GPS STATION M 034. (111.55 FT) TO REACH
 FA4449'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND ROUTE 27
 FA4449'(FREEDOM DRIVE), PROCEED NORTHWEST ON ROUTE 27 FOR 5.95 KM (3.70 MI)
 FA4449'TO INTERSECTION OF S.R.1784 (MT HOLLY ROAD).  GO EAST ON S.R.1784 FOR
 FA4449'0.32 KM (0.20 MI)  TO INTERSECTION OF S.R.1769 (TOM SADLER ROAD).
 FA4449'PROCEED NORTHWEST ON S.R.1769 FOR 0.96 KM (0.60 MI) TO INTERSECTION
 FA4449'OF CATHEY ROAD.  GO NORTH ON CATHEY ROAD FOR 0.08 KM (0.05 MI) TO
 FA4449'INTERSECTION OF FIELDING ROAD. GO NORTH ON FIELDING ROAD FOR 0.16 KM
 FA4449'(0.10 MI) TO STATION LOCATED ON EAST RIGHT-OF-WAY OF THE ROAD.
 FA4449'TO REACH THE REFERENCE MARK FROM THE GPS STATION, PROCEED NORTHWEST ON
 FA4449'LABURN DRIVE FOR 0.32 KM (0.20 MI) TO THE INTERSECTION OF LABURN
 FA4449'DRIVE AND KIMMSWICK ROAD. THE MARK IS ON NORTH RIGHT-OF-WAY OF
 FA4449'KIMMSWICK ROAD 0.70 M (2.30 FT) FROM THE EDGE OF PAVEMENT. THE MARK
 FA4449'IS BEARING N35W AND DISTANCE 377.299 M (1237.855 FT) FROM THE GPS
 FA4449'STATION. THE MARK IS STAMPED 234.
 FA4449
 FA4449                          STATION RECOVERY (1998)
 FA4449
 FA4449'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0185 ***********************************************************************
 FA0185  DESIGNATION -  234.4
 FA0185  PID         -  FA0185
 FA0185  STATE/COUNTY-  NC/MONTGOMERY
 FA0185  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA0185
 FA0185                         *CURRENT SURVEY CONTROL
 FA0185  ___________________________________________________________________
 FA0185* NAD 83(1986)-  35 12 21.     (N)    080 03 16.     (W)     SCALED    
 FA0185* NAVD 88     -        71.16   (+/-2cm)     233.5    (feet)  VERTCON   
 FA0185  ___________________________________________________________________
 FA0185  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FA0185  VERT ORDER  -  ? (See Below)
 FA0185
 FA0185.The horizontal coordinates were scaled from a topographic map and have
 FA0185.an estimated accuracy of +/- 6 seconds.
 FA0185
 FA0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA0185.The vertical order pertains to the NGVD 29 superseded value.
 FA0185
 FA0185.The geoid height was determined by GEOID03.
 FA0185
 FA0185;                    North         East    Units  Estimated Accuracy
 FA0185;SPC NC       -   162,010.      513,600.      MT  (+/- 180 meters Scaled)
 FA0185
 FA0185                          SUPERSEDED SURVEY CONTROL
 FA0185
 FA0185  NGVD 29 (??/??/92)   71.451  (m)          234.42   (f) ADJ UNCH    ?  
 FA0185
 FA0185.Superseded values are not recommended for survey control.
 FA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0185.See file dsdata.txt to determine how the superseded data were derived.
 FA0185
 FA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU860962(NAD 83)
 FA0185_MARKER: Q = CHISELED SQUARE
 FA0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0185_SP_SET: PIER
 FA0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0185
 FA0185  HISTORY     - Date     Condition        Report By
 FA0185  HISTORY     - UNK      MONUMENTED       NSRR
 FA0185  HISTORY     - 1934     GOOD             NGS
 FA0185
 FA0185                          STATION DESCRIPTION
 FA0185
 FA0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FA0185'3.9 MI SE FROM NORWOOD.
 FA0185'IN MONTGOMERY COUNTY, 3.9 MILES SOUTHEAST ALONG THE NORFOLK
 FA0185'SOUTHERN RAILROAD FROM THE STATION AT NORWOOD, STANLY COUNTY,
 FA0185'150 YARDS DOWNSTREAM FROM THE CAROLINA POWER AND LIGHT CO.
 FA0185'NORWOOD DEVELOPMENT DAM, AT THE BRIDGE OVER PEE DEE RIVER, ON
 FA0185'THE TOP OF THE NORTHEAST CORNER OF THE EAST PIER, AND 10 FEET
 FA0185'HIGHER THAN THE GROUND.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9316 ***********************************************************************
 DE9316  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9316  DESIGNATION -  234W 200
 DE9316  PID         -  DE9316
 DE9316  STATE/COUNTY-  NC/GUILFORD
 DE9316  USGS QUAD   -  LAKE BRANDT (1994)
 DE9316
 DE9316                         *CURRENT SURVEY CONTROL
 DE9316  ___________________________________________________________________
 DE9316* NAD 83(2007)-  36 08 54.76483(N)    079 46 34.83584(W)     ADJUSTED  
 DE9316* NAVD 88     -       254.43   (meters)     834.7    (feet)  GPS OBS   
 DE9316  ___________________________________________________________________
 DE9316  EPOCH DATE  -        2002.00
 DE9316  X           -     915,228.081 (meters)                     COMP
 DE9316  Y           -  -5,074,601.081 (meters)                     COMP
 DE9316  Z           -   3,741,645.555 (meters)                     COMP
 DE9316  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 DE9316  ELLIP HEIGHT-         223.218 (meters)          (02/10/07) ADJUSTED
 DE9316  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DE9316
 DE9316  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9316  Type    PID    Designation                      North   East  Ellip
 DE9316  -------------------------------------------------------------------
 DE9316  NETWORK DE9316 234W 200                          1.08   0.84   1.53
 DE9316  -------------------------------------------------------------------
 DE9316
 DE9316.The horizontal coordinates were established by GPS observations
 DE9316.and adjusted by the National Geodetic Survey in February 2007.
 DE9316
 DE9316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9316.The horizontal coordinates are valid at the epoch date displayed above.
 DE9316.The epoch date for horizontal control is a decimal equivalence
 DE9316.of Year/Month/Day.
 DE9316
 DE9316.The orthometric height was determined by GPS observations and a
 DE9316.high-resolution geoid model.
 DE9316.The orthometric height was determined by GPS observations and a
 DE9316.high-resolution geoid model using precise GPS observation and
 DE9316.processing techniques.
 DE9316
 DE9316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9316
 DE9316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9316
 DE9316.The ellipsoidal height was determined by GPS observations
 DE9316.and is referenced to NAD 83.
 DE9316
 DE9316.The geoid height was determined by GEOID03.
 DE9316
 DE9316;                    North         East     Units Scale Factor Converg.
 DE9316;SPC NC       -   266,356.204   539,735.816   MT  0.99999499   -0 26 53.1
 DE9316;SPC NC       -   873,870.31  1,770,783.26   sFT  0.99999499   -0 26 53.1
 DE9316;UTM  17      - 4,001,118.015   610,080.641   MT  0.99974931   +0 43 18.8
 DE9316
 DE9316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9316!SPC NC       -   0.99996497  x   0.99999499  =   0.99995996
 DE9316!UTM  17      -   0.99996497  x   0.99974931  =   0.99971429
 DE9316
 DE9316                          SUPERSEDED SURVEY CONTROL
 DE9316
 DE9316  NAD 83(2001)-  36 08 54.76537(N)    079 46 34.83526(W) AD(       ) 1
 DE9316  ELLIP H (03/13/03)  223.213  (m)                       GP(       ) 4 2
 DE9316  NAD 83(1986)-  36 08 54.77201(N)    079 46 34.84280(W) AD(       ) 1
 DE9316
 DE9316.Superseded values are not recommended for survey control.
 DE9316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9316.See file dsdata.txt to determine how the superseded data were derived.
 DE9316
 DE9316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1008101118(NAD 83)
 DE9316_MARKER: DD = SURVEY DISK
 DE9316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9316_STAMPING: 234W.200 7/97
 DE9316_MARK LOGO: NC1940
 DE9316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9316+STABILITY: SURFACE MOTION
 DE9316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9316+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9316
 DE9316  HISTORY     - Date     Condition        Report By
 DE9316  HISTORY     - 1997     MONUMENTED       NC1940
 DE9316
 DE9316                          STATION DESCRIPTION
 DE9316
 DE9316'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9316'STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH OF THE DOWNTOWN
 DE9316'GREENSBORO GOVERNMENT COMPLEX, ALONG YANCEYVILLE STREET, JUST NORTH OF
 DE9316'THE CITY LIMITS AND AT THE ENTRANCE INTO TURNBRIDGE APARTMENTS.
 DE9316'ALONG YANCEYVILLE STREET FOR 2.55 MI (4.10 KM) NORTH FROM EAST CONE
 DE9316'BOULEVARD TO PEACH ORCHARD DRIVE (ENTRANCE TO TURNBRIDGE APARTMENTS)
 DE9316'AND STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION.
 DE9316'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF YANCEYVILLE STREET AND
 DE9316'FLUSH WITH THE GROUND. LOCATED 21.7 FT (6.6 M) WEST OF CENTERLINE OF
 DE9316'YANCEYVILLE STREET, 48.7 FT (14.8 M) SOUTH-SOUTHWEST OF THE SOUTH END
 DE9316'OF AN 18-INCH CULVERT UNDER PEACH ORCHARD DRIVE, AND 77.1 FT (23.5 M)
 DE9316'SOUTH OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4450 ***********************************************************************
 FA4450  DESIGNATION -  235 AZ MK
 FA4450  PID         -  FA4450
 FA4450  STATE/COUNTY-  NC/MECKLENBURG
 FA4450  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4450
 FA4450                         *CURRENT SURVEY CONTROL
 FA4450  ___________________________________________________________________
 FA4450* NAD 83(2001)-  35 18 41.74299(N)    080 55 08.90864(W)     NO CHECK  
 FA4450* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 FA4450  ___________________________________________________________________
 FA4450  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FA4450  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FA4450  HORZ ORDER  -  THIRD
 FA4450
 FA4450.The horizontal coordinates were established by classical geodetic methods
 FA4450.and adjusted by the National Geodetic Survey in August 2005.
 FA4450.No horizontal observational check was made to the station.
 FA4450
 FA4450.The orthometric height was scaled from a topographic map.
 FA4450
 FA4450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4450
 FA4450.The geoid height was determined by GEOID03.
 FA4450
 FA4450;                    North         East     Units Scale Factor Converg.
 FA4450;SPC NC       -   174,914.539   435,106.065   MT  0.99987313   -1 06 27.6
 FA4450;SPC NC       -   573,865.45  1,427,510.48   sFT  0.99987313   -1 06 27.6
 FA4450;UTM  17      - 3,907,601.684   507,350.412   MT  0.99960067   +0 02 48.3
 FA4450
 FA4450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4450!SPC NC       -   0.99996954  x   0.99987313  =   0.99984267
 FA4450!UTM  17      -   0.99996954  x   0.99960067  =   0.99957022
 FA4450
 FA4450                          SUPERSEDED SURVEY CONTROL
 FA4450
 FA4450  NAD 83(1986)-  35 18 41.75691(N)    080 55 08.91649(W) AD(       ) 3
 FA4450
 FA4450.Superseded values are not recommended for survey control.
 FA4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4450.See file dsdata.txt to determine how the superseded data were derived.
 FA4450
 FA4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0735007602(NAD 83)
 FA4450_MARKER: A = ALUMINUM MARKER
 FA4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4450_SP_SET: CONCRETE POST
 FA4450_STAMPING: 235
 FA4450_MARK LOGO: NC0870
 FA4450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4450+STABILITY: SURFACE MOTION
 FA4450
 FA4450  HISTORY     - Date     Condition        Report By
 FA4450  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4450  HISTORY     - 19980213 GOOD             USPSQD
 FA4450
 FA4450                          STATION DESCRIPTION
 FA4450
 FA4450'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4450'MARK IS LOCATED IN MECKLENBURG COUNTY, 10.4 KM (6.46 MI) NORTHWEST OF
 FA4450'THE CENTER OF CHARLOTTE.
 FA4450'MARK REACHED BY FIRST GOING TO GPS STATION M 035. (114.83 FT) TO REACH
 FA4450'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND ROUTE 16
 FA4450'(BROOKSHIRE FREEWAY), PROCEED NORTHWEST ON ROUTE 16 FOR 2.57 KM
 FA4450'(1.60 MI) TO INTERSECTION OF S.R.2019 (OAKDALE ROAD). GO NORTHWEST ON
 FA4450'S.R.2019 FOR 2.73 KM (1.70 MI) TO INTERSECTION OF S.R.2008 (PLEASANT
 FA4450'GROVE ROAD).  PROCEED NORTHWEST ON S.R.2008 FOR 1.6 KM (0.99 MI) TO
 FA4450'STATION IN SOUTH RIGHT-OF-WAY OF THE ROAD.
 FA4450'TO REACH THE AZIMUTH MARK FROM GPS STATION M 035, PROCEED NORTHWEST ON
 FA4450'PLEASANT GROVE ROAD FOR 0.88 KM (0.55 MI) TO THE MARK IN THE NORTH
 FA4450'RIGHT-OF-WAY OF THE ROAD, 1.15 M (3.77 FT) NORTH OF EDGE OF PAVEMENT.
 FA4450'THE AZIMUTH MARK IS COMPASS BEARING N61W AND DISTANCE 899.534 M
 FA4450'(2951.221 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS STAMPED 235.
 FA4450
 FA4450                          STATION RECOVERY (1998)
 FA4450
 FA4450'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9379 ***********************************************************************
 DE9379  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9379  DESIGNATION -  235E 2
 DE9379  PID         -  DE9379
 DE9379  STATE/COUNTY-  NC/GUILFORD
 DE9379  USGS QUAD   -  LAKE BRANDT (1994)
 DE9379
 DE9379                         *CURRENT SURVEY CONTROL
 DE9379  ___________________________________________________________________
 DE9379* NAD 83(2007)-  36 08 51.94370(N)    079 45 14.16392(W)     ADJUSTED  
 DE9379* NAVD 88     -       266.23   (meters)     873.5    (feet)  GPS OBS   
 DE9379  ___________________________________________________________________
 DE9379  EPOCH DATE  -        2002.00
 DE9379  X           -     917,223.565 (meters)                     COMP
 DE9379  Y           -  -5,074,302.676 (meters)                     COMP
 DE9379  Z           -   3,741,582.360 (meters)                     COMP
 DE9379  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 DE9379  ELLIP HEIGHT-         235.123 (meters)          (02/10/07) ADJUSTED
 DE9379  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 DE9379
 DE9379  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9379  Type    PID    Designation                      North   East  Ellip
 DE9379  -------------------------------------------------------------------
 DE9379  NETWORK DE9379 235E 2                            1.08   1.18   2.00
 DE9379  -------------------------------------------------------------------
 DE9379
 DE9379.The horizontal coordinates were established by GPS observations
 DE9379.and adjusted by the National Geodetic Survey in February 2007.
 DE9379
 DE9379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9379.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9379.The horizontal coordinates are valid at the epoch date displayed above.
 DE9379.The epoch date for horizontal control is a decimal equivalence
 DE9379.of Year/Month/Day.
 DE9379
 DE9379.The orthometric height was determined by GPS observations and a
 DE9379.high-resolution geoid model.
 DE9379.The orthometric height was determined by GPS observations and a
 DE9379.high-resolution geoid model using precise GPS observation and
 DE9379.processing techniques.
 DE9379
 DE9379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9379
 DE9379.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9379
 DE9379.The ellipsoidal height was determined by GPS observations
 DE9379.and is referenced to NAD 83.
 DE9379
 DE9379.The geoid height was determined by GEOID03.
 DE9379
 DE9379;                    North         East     Units Scale Factor Converg.
 DE9379;SPC NC       -   266,253.709   541,751.756   MT  0.99999478   -0 26 06.5
 DE9379;SPC NC       -   873,534.04  1,777,397.22   sFT  0.99999478   -0 26 06.5
 DE9379;UTM  17      - 4,001,056.723   612,097.763   MT  0.99975483   +0 44 06.3
 DE9379
 DE9379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9379!SPC NC       -   0.99996310  x   0.99999478  =   0.99995788
 DE9379!UTM  17      -   0.99996310  x   0.99975483  =   0.99971794
 DE9379
 DE9379|---------------------------------------------------------------------|
 DE9379| PID    Reference Object                     Distance      Geod. Az  |
 DE9379|                                                           dddmmss.s |
 DE9379| AI2348 BRIGHTWOOD                          395.094 METERS 23407     |
 DE9379|---------------------------------------------------------------------|
 DE9379
 DE9379                          SUPERSEDED SURVEY CONTROL
 DE9379
 DE9379  NAD 83(2001)-  36 08 51.94420(N)    079 45 14.16338(W) AD(       ) 1
 DE9379  ELLIP H (03/13/03)  235.120  (m)                       GP(       ) 4 2
 DE9379  NAD 83(1986)-  36 08 51.95078(N)    079 45 14.17081(W) AD(       ) 1
 DE9379
 DE9379.Superseded values are not recommended for survey control.
 DE9379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9379.See file dsdata.txt to determine how the superseded data were derived.
 DE9379
 DE9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1209801057(NAD 83)
 DE9379_MARKER: DD = SURVEY DISK
 DE9379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9379_STAMPING: 235E2 COG
 DE9379_MARK LOGO: NC1940
 DE9379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9379+STABILITY: SURFACE MOTION
 DE9379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9379+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9379
 DE9379  HISTORY     - Date     Condition        Report By
 DE9379  HISTORY     - 1999     MONUMENTED       NC1940
 DE9379
 DE9379                          STATION DESCRIPTION
 DE9379
 DE9379'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9379'STATION IS ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9379'GREENSBORO GOVERNMENT PLAZA, AT BRIGHTWOOD ELEMENTARY SCHOOL.
 DE9379'LOCATED AT THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD) AND
 DE9379'BRIGHTWOOD SCHOOL ROAD, IN THE NORTHEAST QUADRANT OF INTERSECTION AT
 DE9379'THE SCHOOL SIGN ON THE SCHOOL GROUNDS.
 DE9379'MARK IS WITHIN A PTP BOX ABOUT LEVEL WITH THE CENTER OF ROAD AND
 DE9379'RECESSED 18-INCHES BELOW THE GROUND. LOCATED 43.0 FT (13.1 M)
 DE9379'NORTHEAST OF THE CENTERLINE OF BRIGHTWOOD SCHOOL ROAD, 24.0 SOUTHWEST
 DE9379'OF THE FACE OF THE BRIGHTWOOD ELEMENTARY SCHOOL SIGN, 48.0 FT (14.6 M)
 DE9379'EAST-SOUTHEAST OF THE CENTERLINE OF SR 2359, 32.5 FT (9.9 M) SOUTHEAST
 DE9379'OF A FIRE HYDRANT, AND 39.5 FT (12.0 M) NORTHWEST OF POWER POLE WITH
 DE9379'DOUBLE CROSSBAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9420 ***********************************************************************
 DE9420  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9420  DESIGNATION -  235E 201
 DE9420  PID         -  DE9420
 DE9420  STATE/COUNTY-  NC/GUILFORD
 DE9420  USGS QUAD   -  LAKE BRANDT (1994)
 DE9420
 DE9420                         *CURRENT SURVEY CONTROL
 DE9420  ___________________________________________________________________
 DE9420* NAD 83(2007)-  36 09 05.30327(N)    079 45 13.05213(W)     ADJUSTED  
 DE9420* NAVD 88     -       266.68   (meters)     874.9    (feet)  GPS OBS   
 DE9420  ___________________________________________________________________
 DE9420  EPOCH DATE  -        2002.00
 DE9420  X           -     917,207.767 (meters)                     COMP
 DE9420  Y           -  -5,074,059.028 (meters)                     COMP
 DE9420  Z           -   3,741,915.125 (meters)                     COMP
 DE9420  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 DE9420  ELLIP HEIGHT-         235.548 (meters)          (02/10/07) ADJUSTED
 DE9420  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DE9420
 DE9420  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9420  Type    PID    Designation                      North   East  Ellip
 DE9420  -------------------------------------------------------------------
 DE9420  NETWORK DE9420 235E 201                          1.25   1.25   2.18
 DE9420  -------------------------------------------------------------------
 DE9420
 DE9420.The horizontal coordinates were established by GPS observations
 DE9420.and adjusted by the National Geodetic Survey in February 2007.
 DE9420
 DE9420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9420.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9420.The horizontal coordinates are valid at the epoch date displayed above.
 DE9420.The epoch date for horizontal control is a decimal equivalence
 DE9420.of Year/Month/Day.
 DE9420
 DE9420.The orthometric height was determined by GPS observations and a
 DE9420.high-resolution geoid model.
 DE9420.The orthometric height was determined by GPS observations and a
 DE9420.high-resolution geoid model using precise GPS observation and
 DE9420.processing techniques.
 DE9420
 DE9420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9420
 DE9420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9420
 DE9420.The ellipsoidal height was determined by GPS observations
 DE9420.and is referenced to NAD 83.
 DE9420
 DE9420.The geoid height was determined by GEOID03.
 DE9420
 DE9420;                    North         East     Units Scale Factor Converg.
 DE9420;SPC NC       -   266,665.262   541,782.674   MT  0.99999580   -0 26 05.9
 DE9420;SPC NC       -   874,884.28  1,777,498.66   sFT  0.99999580   -0 26 05.9
 DE9420;UTM  17      - 4,001,468.723   612,120.264   MT  0.99975489   +0 44 07.2
 DE9420
 DE9420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9420!SPC NC       -   0.99996303  x   0.99999580  =   0.99995883
 DE9420!UTM  17      -   0.99996303  x   0.99975489  =   0.99971793
 DE9420
 DE9420:                Primary Azimuth Mark                     Grid Az
 DE9420:SPC NC       -  235E 2                                   184 17 46.9
 DE9420:UTM  17      -  235E 2                                   183 07 33.8
 DE9420
 DE9420|---------------------------------------------------------------------|
 DE9420| PID    Reference Object                     Distance      Geod. Az  |
 DE9420|                                                           dddmmss.s |
 DE9420| DE9379 235E 2                              412.715 METERS 1835141.0 |
 DE9420|---------------------------------------------------------------------|
 DE9420
 DE9420                          SUPERSEDED SURVEY CONTROL
 DE9420
 DE9420  NAD 83(2001)-  36 09 05.30376(N)    079 45 13.05156(W) AD(       ) 1
 DE9420  ELLIP H (03/13/03)  235.543  (m)                       GP(       ) 4 2
 DE9420  NAD 83(1986)-  36 09 05.31034(N)    079 45 13.05901(W) AD(       ) 1
 DE9420
 DE9420.Superseded values are not recommended for survey control.
 DE9420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9420.See file dsdata.txt to determine how the superseded data were derived.
 DE9420
 DE9420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1212001469(NAD 83)
 DE9420_MARKER: DD = SURVEY DISK
 DE9420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9420_STAMPING: 235E201 1999
 DE9420_MARK LOGO: NC1940
 DE9420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9420+STABILITY: SURFACE MOTION
 DE9420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9420+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9420
 DE9420  HISTORY     - Date     Condition        Report By
 DE9420  HISTORY     - 1999     MONUMENTED       NC1940
 DE9420
 DE9420                          STATION DESCRIPTION
 DE9420
 DE9420'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9420'STATION IS ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9420'GREENSBORO GOVERNMENT PLAZA.
 DE9420'LOCATED AT THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD) AND SR 2531
 DE9420'(HILLCROFT ROAD), IN THE SOUTHWEST QUADRANT OF INTERSECTION.
 DE9420'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND PROJECTS 1-INCH ABOVE
 DE9420'THE GROUND. LOCATED 24.3 FT (7.4 M) WEST-SOUTHWEST OF THE CENTERLINE
 DE9420'OR 10.4 FT (3.2 M) WEST OF EDGE OF PAVEMENT OF SR 2359, 41.0 FT (12.5
 DE9420'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 2531, 17.6 FT (5.4 M)
 DE9420'SOUTHEAST OF A STOP SIGN, AND 14.7 FT (4.5 M) SOUTH OF A TELEPHONE
 DE9420'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9317 ***********************************************************************
 DE9317  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9317  DESIGNATION -  235W 200
 DE9317  PID         -  DE9317
 DE9317  STATE/COUNTY-  NC/GUILFORD
 DE9317  USGS QUAD   -  LAKE BRANDT (1994)
 DE9317
 DE9317                         *CURRENT SURVEY CONTROL
 DE9317  ___________________________________________________________________
 DE9317* NAD 83(2007)-  36 08 43.42609(N)    079 46 01.16351(W)     ADJUSTED  
 DE9317* NAVD 88     -       260.18   (meters)     853.6    (feet)  GPS OBS   
 DE9317  ___________________________________________________________________
 DE9317  EPOCH DATE  -        2002.00
 DE9317  X           -     916,093.946 (meters)                     COMP
 DE9317  Y           -  -5,074,659.103 (meters)                     COMP
 DE9317  Z           -   3,741,366.759 (meters)                     COMP
 DE9317  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 DE9317  ELLIP HEIGHT-         229.033 (meters)          (02/10/07) ADJUSTED
 DE9317  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 DE9317
 DE9317  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9317  Type    PID    Designation                      North   East  Ellip
 DE9317  -------------------------------------------------------------------
 DE9317  NETWORK DE9317 235W 200                          1.39   1.16   2.02
 DE9317  -------------------------------------------------------------------
 DE9317
 DE9317.The horizontal coordinates were established by GPS observations
 DE9317.and adjusted by the National Geodetic Survey in February 2007.
 DE9317
 DE9317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9317.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9317.The horizontal coordinates are valid at the epoch date displayed above.
 DE9317.The epoch date for horizontal control is a decimal equivalence
 DE9317.of Year/Month/Day.
 DE9317
 DE9317.The orthometric height was determined by GPS observations and a
 DE9317.high-resolution geoid model.
 DE9317.The orthometric height was determined by GPS observations and a
 DE9317.high-resolution geoid model using precise GPS observation and
 DE9317.processing techniques.
 DE9317
 DE9317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9317
 DE9317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9317
 DE9317.The ellipsoidal height was determined by GPS observations
 DE9317.and is referenced to NAD 83.
 DE9317
 DE9317.The geoid height was determined by GEOID03.
 DE9317
 DE9317;                    North         East     Units Scale Factor Converg.
 DE9317;SPC NC       -   266,000.183   540,574.841   MT  0.99999413   -0 26 33.7
 DE9317;SPC NC       -   872,702.27  1,773,535.96   sFT  0.99999413   -0 26 33.7
 DE9317;UTM  17      - 4,000,779.283   610,926.554   MT  0.99975161   +0 43 38.5
 DE9317
 DE9317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9317!SPC NC       -   0.99996406  x   0.99999413  =   0.99995819
 DE9317!UTM  17      -   0.99996406  x   0.99975161  =   0.99971567
 DE9317
 DE9317:                Primary Azimuth Mark                     Grid Az
 DE9317:SPC NC       -  235W 201                                 004 12 33.0
 DE9317:UTM  17      -  235W 201                                 003 02 20.8
 DE9317
 DE9317|---------------------------------------------------------------------|
 DE9317| PID    Reference Object                     Distance      Geod. Az  |
 DE9317|                                                           dddmmss.s |
 DE9317| DE9318 235W 201                            APPROX. 0.5 KM 0034559.3 |
 DE9317|---------------------------------------------------------------------|
 DE9317
 DE9317                          SUPERSEDED SURVEY CONTROL
 DE9317
 DE9317  NAD 83(2001)-  36 08 43.42655(N)    079 46 01.16291(W) AD(       ) 1
 DE9317  ELLIP H (03/13/03)  229.031  (m)                       GP(       ) 4 2
 DE9317  NAD 83(1986)-  36 08 43.43309(N)    079 46 01.17031(W) AD(       ) 1
 DE9317
 DE9317.Superseded values are not recommended for survey control.
 DE9317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9317.See file dsdata.txt to determine how the superseded data were derived.
 DE9317
 DE9317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1092700779(NAD 83)
 DE9317_MARKER: DD = SURVEY DISK
 DE9317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9317_STAMPING: 235W.200 7/97
 DE9317_MARK LOGO: NC1940
 DE9317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9317+STABILITY: SURFACE MOTION
 DE9317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9317+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9317
 DE9317  HISTORY     - Date     Condition        Report By
 DE9317  HISTORY     - 1997     MONUMENTED       NC1940
 DE9317
 DE9317                          STATION DESCRIPTION
 DE9317
 DE9317'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9317'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH OF THE DOWNTOWN
 DE9317'GREENSBORO GOVERNMENT COMPLEX, NEAR THE INTERSECTION OF LEES CHAPEL
 DE9317'ROAD AND WATLINGTON ROAD, JUST NORTH OF THE CITY LIMITS.
 DE9317'PROCEED ALONG YANCEYVILLE STREET FOR 2.0 MI (3.2 KM) NORTH FROM EAST
 DE9317'CONE BOULEVARD, THENCE RIGHT/NORTHEAST FOR 0.6 MI (1.0 KM) ALONG LEES
 DE9317'CHAPEL ROAD, THENCE LEFT/NORTH ALONG WATLINGTON ROAD FOR 0.1 MI (0.2
 DE9317'KM) TO STATION ON LEFT/WEST SIDE OF ROAD, JUST SOUTH OF GRAVEL DRIVE
 DE9317'TO A TOWER.
 DE9317'MARK IS ABOUT 2.5-FEET LOWER THAN CENTER OF ROAD AND RECESSED 1 INCH
 DE9317'BELOW GROUND. LOCATED 18.6 FT (5.7 M) WEST OF CENTERLINE OF WATLINGTON
 DE9317'ROAD, 113.3 FT (34.5 M) SOUTH OF THE CENTERLINE OF GRAVEL DRIVE TO
 DE9317'TOWER, AND 142.5 FT (43.4 M) SOUTHEAST OF THE ENTRANCE GATE TO TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9318 ***********************************************************************
 DE9318  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9318  DESIGNATION -  235W 201
 DE9318  PID         -  DE9318
 DE9318  STATE/COUNTY-  NC/GUILFORD
 DE9318  USGS QUAD   -  LAKE BRANDT (1994)
 DE9318
 DE9318                         *CURRENT SURVEY CONTROL
 DE9318  ___________________________________________________________________
 DE9318* NAD 83(2007)-  36 09 00.12383(N)    079 45 59.80807(W)     ADJUSTED  
 DE9318* NAVD 88     -       246.65   (meters)     809.2    (feet)  GPS OBS   
 DE9318  ___________________________________________________________________
 DE9318  EPOCH DATE  -        2002.00
 DE9318  X           -     916,071.413 (meters)                     COMP
 DE9318  Y           -  -5,074,343.545 (meters)                     COMP
 DE9318  Z           -   3,741,774.375 (meters)                     COMP
 DE9318  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9318  ELLIP HEIGHT-         215.481 (meters)          (02/10/07) ADJUSTED
 DE9318  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9318
 DE9318  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9318  Type    PID    Designation                      North   East  Ellip
 DE9318  -------------------------------------------------------------------
 DE9318  NETWORK DE9318 235W 201                          1.12   0.84   1.61
 DE9318  -------------------------------------------------------------------
 DE9318
 DE9318.The horizontal coordinates were established by GPS observations
 DE9318.and adjusted by the National Geodetic Survey in February 2007.
 DE9318
 DE9318.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9318.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9318.The horizontal coordinates are valid at the epoch date displayed above.
 DE9318.The epoch date for horizontal control is a decimal equivalence
 DE9318.of Year/Month/Day.
 DE9318
 DE9318.The orthometric height was determined by GPS observations and a
 DE9318.high-resolution geoid model.
 DE9318.The orthometric height was determined by GPS observations and a
 DE9318.high-resolution geoid model using precise GPS observation and
 DE9318.processing techniques.
 DE9318
 DE9318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9318
 DE9318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9318
 DE9318.The ellipsoidal height was determined by GPS observations
 DE9318.and is referenced to NAD 83.
 DE9318
 DE9318.The geoid height was determined by GEOID03.
 DE9318
 DE9318;                    North         East     Units Scale Factor Converg.
 DE9318;SPC NC       -   266,514.573   540,612.699   MT  0.99999540   -0 26 32.9
 DE9318;SPC NC       -   874,389.89  1,773,660.16   sFT  0.99999540   -0 26 32.9
 DE9318;UTM  17      - 4,001,294.213   610,953.894   MT  0.99975169   +0 43 39.5
 DE9318
 DE9318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9318!SPC NC       -   0.99996618  x   0.99999540  =   0.99996158
 DE9318!UTM  17      -   0.99996618  x   0.99975169  =   0.99971788
 DE9318
 DE9318:                Primary Azimuth Mark                     Grid Az
 DE9318:SPC NC       -  235W 200                                 184 12 33.0
 DE9318:UTM  17      -  235W 200                                 183 02 20.6
 DE9318
 DE9318|---------------------------------------------------------------------|
 DE9318| PID    Reference Object                     Distance      Geod. Az  |
 DE9318|                                                           dddmmss.s |
 DE9318| DE9317 235W 200                            APPROX. 0.5 KM 1834600.1 |
 DE9318|---------------------------------------------------------------------|
 DE9318
 DE9318                          SUPERSEDED SURVEY CONTROL
 DE9318
 DE9318  NAD 83(2001)-  36 09 00.12433(N)    079 45 59.80752(W) AD(       ) 1
 DE9318  ELLIP H (03/13/03)  215.479  (m)                       GP(       ) 4 2
 DE9318  NAD 83(1986)-  36 09 00.13088(N)    079 45 59.81492(W) AD(       ) 1
 DE9318
 DE9318.Superseded values are not recommended for survey control.
 DE9318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9318.See file dsdata.txt to determine how the superseded data were derived.
 DE9318
 DE9318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1095401294(NAD 83)
 DE9318_MARKER: DD = SURVEY DISK
 DE9318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9318_STAMPING: 235W.201 7/97
 DE9318_MARK LOGO: NC1940
 DE9318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9318+STABILITY: SURFACE MOTION
 DE9318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9318+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9318
 DE9318  HISTORY     - Date     Condition        Report By
 DE9318  HISTORY     - 1997     MONUMENTED       NC1940
 DE9318
 DE9318                          STATION DESCRIPTION
 DE9318
 DE9318'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9318'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE DOWNTOWN
 DE9318'GREENSBORO GOVERNMENT COMPLEX, NORTH OF LEES CHAPEL ROAD ALONG
 DE9318'WATLINGTON ROAD.
 DE9318'PROCEED ALONG YANCEYVILLE STREET FOR 2.0 MI (3.2 KM) NORTH FROM EAST
 DE9318'CONE BOULEVARD, THENCE RIGHT/NORTHEAST FOR 0.6 MI (1.0 KM) ALONG LEES
 DE9318'CHAPEL ROAD, THENCE LEFT/NORTH ALONG WATLINGTON ROAD FOR 0.4 MI (0.6
 DE9318'KM) TO ARNOLD LANE ON LEFT, AND STATION ON RIGHT/EAST SIDE OF ROAD.
 DE9318'MARK IS LEVEL WITH THE CENTER OF ROAD, AND FLUSH WITH THE GROUND.
 DE9318'LOCATED 21.2 FT (6.5 M) EAST OF CENTERLINE OF WATLINGTON ROAD, 29.8 FT
 DE9318'(9.1 M) SOUTH OF THE CENTERLINE OF DIRT DRIVE TO 5110-WATLINGTON ROAD,
 DE9318'65.6 FT (20.0 M) SOUTHEAST OF A UTILITY POLE, AND 25.4 FT (7.7 M)
 DE9318'NORTHWEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4451 ***********************************************************************
 FA4451  DESIGNATION -  236 RM
 FA4451  PID         -  FA4451
 FA4451  STATE/COUNTY-  NC/MECKLENBURG
 FA4451  USGS QUAD   -  DERITA (1993)
 FA4451
 FA4451                         *CURRENT SURVEY CONTROL
 FA4451  ___________________________________________________________________
 FA4451* NAD 83(2001)-  35 17 45.90031(N)    080 46 45.03390(W)     NO CHECK  
 FA4451* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 FA4451  ___________________________________________________________________
 FA4451  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 FA4451  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA4451  HORZ ORDER  -  THIRD
 FA4451
 FA4451.The horizontal coordinates were established by classical geodetic methods
 FA4451.and adjusted by the National Geodetic Survey in August 2005.
 FA4451.No horizontal observational check was made to the station.
 FA4451
 FA4451.The orthometric height was scaled from a topographic map.
 FA4451
 FA4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4451
 FA4451.The geoid height was determined by GEOID03.
 FA4451
 FA4451;                    North         East     Units Scale Factor Converg.
 FA4451;SPC NC       -   172,956.996   447,799.944   MT  0.99987289   -1 01 36.8
 FA4451;SPC NC       -   567,443.08  1,469,156.98   sFT  0.99987289   -1 01 36.8
 FA4451;UTM  17      - 3,905,900.749   520,077.710   MT  0.99960497   +0 07 39.3
 FA4451
 FA4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4451!SPC NC       -   0.99996746  x   0.99987289  =   0.99984035
 FA4451!UTM  17      -   0.99996746  x   0.99960497  =   0.99957244
 FA4451
 FA4451                          SUPERSEDED SURVEY CONTROL
 FA4451
 FA4451  NAD 83(1986)-  35 17 45.91499(N)    080 46 45.04208(W) AD(       ) 3
 FA4451
 FA4451.Superseded values are not recommended for survey control.
 FA4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4451.See file dsdata.txt to determine how the superseded data were derived.
 FA4451
 FA4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2007805901(NAD 83)
 FA4451_MARKER: A = ALUMINUM MARKER
 FA4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4451_SP_SET: CONCRETE POST
 FA4451_STAMPING: 236
 FA4451_MARK LOGO: NC0870
 FA4451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4451+STABILITY: SURFACE MOTION
 FA4451
 FA4451  HISTORY     - Date     Condition        Report By
 FA4451  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4451  HISTORY     - 19971008 MARK NOT FOUND   USPSQD
 FA4451  HISTORY     - 20040317 MARK NOT FOUND   USPSQD
 FA4451
 FA4451                          STATION DESCRIPTION
 FA4451
 FA4451'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4451'MARK IS LOCATED IN MECKLENBURG COUNTY, 10.5 KM (6.52 MI) NORTHEAST OF
 FA4451'THE CENTER OF CHARLOTTE.
 FA4451'MARK REACHED BY FIRST GOING TO GPS STATION M 036. (118.11 FT) TO REACH
 FA4451'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 (EXIT 41)AND S
 FA4451'.R.2480 (SUGAR CREEK ROAD), PROCEED NORTH ON S.R. 2480 FOR 1.44 KM
 FA4451'(0.89 MI) TO INTERSECTION OF S.R. 2500 (MINERAL SPRINGS ROAD).  GO
 FA4451'EAST ON S.R. 2500 FOR 1.20 KM (0.75 MI) TO INTERSECTION OF S.R. 2498
 FA4451'(NEAL ROAD). PROCEED NORTH ON S.R. 2498 FOR 1.20 KM (0.75 MI) TO
 FA4451'STATION LOCATED IN WEST RIGHT-OF-WAY OF ROAD.
 FA4451'TO REACH THE REFERENCE MARK FROM GPS STATION M 036, PROCEED SOUTH ON
 FA4451'NEAL ROAD FOR 0.32 KM (0.20 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY
 FA4451'OF THE ROAD, 1.49 M (4.89 FT) N35W OF THE EDGE OF PAVEMENT.  THE MARK
 FA4451'IS COMPASS BEARING S45W AND DISTANCE 350.346 M (1149.427 FT) FROM THE
 FA4451'GPS STATION. THE REFERENCE MARK IS STAMPED 236.
 FA4451
 FA4451                          STATION RECOVERY (1997)
 FA4451
 FA4451'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4451'MARK NOT FOUND.
 FA4451
 FA4451                          STATION RECOVERY (2004)
 FA4451
 FA4451'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4451'RAOD HAS BEEN WIDENED AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9421 ***********************************************************************
 DE9421  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9421  DESIGNATION -  236E 200
 DE9421  PID         -  DE9421
 DE9421  STATE/COUNTY-  NC/GUILFORD
 DE9421  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9421
 DE9421                         *CURRENT SURVEY CONTROL
 DE9421  ___________________________________________________________________
 DE9421* NAD 83(2007)-  36 09 01.24317(N)    079 44 24.39986(W)     ADJUSTED  
 DE9421* NAVD 88     -       255.32   (meters)     837.7    (feet)  GPS OBS   
 DE9421  ___________________________________________________________________
 DE9421  EPOCH DATE  -        2002.00
 DE9421  X           -     918,416.099 (meters)                     COMP
 DE9421  Y           -  -5,073,906.212 (meters)                     COMP
 DE9421  Z           -   3,741,807.408 (meters)                     COMP
 DE9421  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 DE9421  ELLIP HEIGHT-         224.250 (meters)          (02/10/07) ADJUSTED
 DE9421  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DE9421
 DE9421  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9421  Type    PID    Designation                      North   East  Ellip
 DE9421  -------------------------------------------------------------------
 DE9421  NETWORK DE9421 236E 200                          1.84   1.71   3.10
 DE9421  -------------------------------------------------------------------
 DE9421
 DE9421.The horizontal coordinates were established by GPS observations
 DE9421.and adjusted by the National Geodetic Survey in February 2007.
 DE9421
 DE9421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9421.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9421.The horizontal coordinates are valid at the epoch date displayed above.
 DE9421.The epoch date for horizontal control is a decimal equivalence
 DE9421.of Year/Month/Day.
 DE9421
 DE9421.The orthometric height was determined by GPS observations and a
 DE9421.high-resolution geoid model.
 DE9421.The orthometric height was determined by GPS observations and a
 DE9421.high-resolution geoid model using precise GPS observation and
 DE9421.processing techniques.
 DE9421
 DE9421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9421
 DE9421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9421
 DE9421.The ellipsoidal height was determined by GPS observations
 DE9421.and is referenced to NAD 83.
 DE9421
 DE9421.The geoid height was determined by GEOID03.
 DE9421
 DE9421;                    North         East     Units Scale Factor Converg.
 DE9421;SPC NC       -   266,530.973   542,997.886   MT  0.99999549   -0 25 37.8
 DE9421;SPC NC       -   874,443.70  1,781,485.56   sFT  0.99999549   -0 25 37.8
 DE9421;UTM  17      - 4,001,359.310   613,337.675   MT  0.99975827   +0 44 35.9
 DE9421
 DE9421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9421!SPC NC       -   0.99996481  x   0.99999549  =   0.99996030
 DE9421!UTM  17      -   0.99996481  x   0.99975827  =   0.99972308
 DE9421
 DE9421:                Primary Azimuth Mark                     Grid Az
 DE9421:SPC NC       -  236E 201                                 204 58 22.7
 DE9421:UTM  17      -  236E 201                                 203 48 09.0
 DE9421
 DE9421|---------------------------------------------------------------------|
 DE9421| PID    Reference Object                     Distance      Geod. Az  |
 DE9421|                                                           dddmmss.s |
 DE9421| DE9422 236E 201                            431.773 METERS 2043244.9 |
 DE9421|---------------------------------------------------------------------|
 DE9421
 DE9421                          SUPERSEDED SURVEY CONTROL
 DE9421
 DE9421  NAD 83(2001)-  36 09 01.24362(N)    079 44 24.39933(W) AD(       ) 1
 DE9421  ELLIP H (03/13/03)  224.248  (m)                       GP(       ) 4 2
 DE9421  NAD 83(1986)-  36 09 01.25018(N)    079 44 24.40674(W) AD(       ) 1
 DE9421
 DE9421.Superseded values are not recommended for survey control.
 DE9421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9421.See file dsdata.txt to determine how the superseded data were derived.
 DE9421
 DE9421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1333801359(NAD 83)
 DE9421_MARKER: DD = SURVEY DISK
 DE9421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9421_STAMPING: 236E200 1999
 DE9421_MARK LOGO: NC1940
 DE9421_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9421+STABILITY: SURFACE MOTION
 DE9421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9421+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9421
 DE9421  HISTORY     - Date     Condition        Report By
 DE9421  HISTORY     - 1999     MONUMENTED       NC1940
 DE9421
 DE9421                          STATION DESCRIPTION
 DE9421
 DE9421'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9421'STATION IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9421'GREENSBORO GOVERNMENT PLAZA.
 DE9421'LOCATED AT THE INTERSECTION OF HICONE ROAD AND SUMMIT AVENUE, 0.7 MI
 DE9421'(1.1 KM) WEST OF US 29, AND IN THE NORTHWEST QUADRANT OF INTERSECTION.
 DE9421'MARK IS ABOUT 1/2-FOOT LOWER THAN SUMMIT AVENUE AND FLUSH WITH THE
 DE9421'GROUND. LOCATED 19.0 FT (5.8 M) NORTHWEST OF THE CENTERLINE OF SUMMIT
 DE9421'AVENUE, 26.2 FT (8.0 M) WEST OF A SANITARY MANHOLE COVER, AND 8.1 FT
 DE9421'(2.5 M) SOUTHEAST OF A--BRYAN PARK SOCCER COMPLEX--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9422 ***********************************************************************
 DE9422  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9422  DESIGNATION -  236E 201
 DE9422  PID         -  DE9422
 DE9422  STATE/COUNTY-  NC/GUILFORD
 DE9422  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9422
 DE9422                         *CURRENT SURVEY CONTROL
 DE9422  ___________________________________________________________________
 DE9422* NAD 83(2007)-  36 08 48.50070(N)    079 44 31.57486(W)     ADJUSTED  
 DE9422* NAVD 88     -       262.59   (meters)     861.5    (feet)  GPS OBS   
 DE9422  ___________________________________________________________________
 DE9422  EPOCH DATE  -        2002.00
 DE9422  X           -     918,281.906 (meters)                     COMP
 DE9422  Y           -  -5,074,171.924 (meters)                     COMP
 DE9422  Z           -   3,741,494.541 (meters)                     COMP
 DE9422  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 DE9422  ELLIP HEIGHT-         231.527 (meters)          (02/10/07) ADJUSTED
 DE9422  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 DE9422
 DE9422  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9422  Type    PID    Designation                      North   East  Ellip
 DE9422  -------------------------------------------------------------------
 DE9422  NETWORK DE9422 236E 201                          1.49   1.49   2.55
 DE9422  -------------------------------------------------------------------
 DE9422
 DE9422.The horizontal coordinates were established by GPS observations
 DE9422.and adjusted by the National Geodetic Survey in February 2007.
 DE9422
 DE9422.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9422.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9422.The horizontal coordinates are valid at the epoch date displayed above.
 DE9422.The epoch date for horizontal control is a decimal equivalence
 DE9422.of Year/Month/Day.
 DE9422
 DE9422.The orthometric height was determined by GPS observations and a
 DE9422.high-resolution geoid model.
 DE9422.The orthometric height was determined by GPS observations and a
 DE9422.high-resolution geoid model using precise GPS observation and
 DE9422.processing techniques.
 DE9422
 DE9422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9422
 DE9422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9422
 DE9422.The ellipsoidal height was determined by GPS observations
 DE9422.and is referenced to NAD 83.
 DE9422
 DE9422.The geoid height was determined by GEOID03.
 DE9422
 DE9422;                    North         East     Units Scale Factor Converg.
 DE9422;SPC NC       -   266,139.568   542,815.596   MT  0.99999452   -0 25 42.0
 DE9422;SPC NC       -   873,159.57  1,780,887.50   sFT  0.99999452   -0 25 42.0
 DE9422;UTM  17      - 4,000,964.356   613,163.459   MT  0.99975779   +0 44 31.4
 DE9422
 DE9422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9422!SPC NC       -   0.99996366  x   0.99999452  =   0.99995818
 DE9422!UTM  17      -   0.99996366  x   0.99975779  =   0.99972146
 DE9422
 DE9422:                Primary Azimuth Mark                     Grid Az
 DE9422:SPC NC       -  236E 200                                 024 58 22.7
 DE9422:UTM  17      -  236E 200                                 023 48 09.3
 DE9422
 DE9422|---------------------------------------------------------------------|
 DE9422| PID    Reference Object                     Distance      Geod. Az  |
 DE9422|                                                           dddmmss.s |
 DE9422| DE9421 236E 200                            431.773 METERS 0243240.7 |
 DE9422|---------------------------------------------------------------------|
 DE9422
 DE9422                          SUPERSEDED SURVEY CONTROL
 DE9422
 DE9422  NAD 83(2001)-  36 08 48.50120(N)    079 44 31.57431(W) AD(       ) 1
 DE9422  ELLIP H (03/13/03)  231.527  (m)                       GP(       ) 4 2
 DE9422  NAD 83(1986)-  36 08 48.50777(N)    079 44 31.58174(W) AD(       ) 1
 DE9422
 DE9422.Superseded values are not recommended for survey control.
 DE9422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9422.See file dsdata.txt to determine how the superseded data were derived.
 DE9422
 DE9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1316300964(NAD 83)
 DE9422_MARKER: DD = SURVEY DISK
 DE9422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9422_STAMPING: 236E201 1999
 DE9422_MARK LOGO: NC1940
 DE9422_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9422+STABILITY: SURFACE MOTION
 DE9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9422+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9422
 DE9422  HISTORY     - Date     Condition        Report By
 DE9422  HISTORY     - 1999     MONUMENTED       NC1940
 DE9422
 DE9422                          STATION DESCRIPTION
 DE9422
 DE9422'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9422'STATION IS ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9422'GREENSBORO GOVERNMENT PLAZA.
 DE9422'LOCATED ALONG SUMMIT AVENUE, 0.4 MI (0.6 KM) SOUTHWEST OF INTERSECTION
 DE9422'WITH HICONE ROAD, AND IN FRONT OF A BRICK HOUSE ON SOUTH SIDE OF
 DE9422'INTERSECTION WITH CANDLENUT ROAD.
 DE9422'MARK IS ABOUT LEVEL WITH CENTER OF SUMMIT AVENUE AND FLUSH WITH THE
 DE9422'GROUND. LOCATED 26.7 FT (8.1 M) SOUTHEAST OF CENTERLINE OF SUMMIT
 DE9422'AVENUE, 106.0 FT (32.3 M) SOUTHWEST OF--SUMMIT AVENUE-CANDLENUT
 DE9422'ROAD--STREET SIGN, 3.6 FT (1.1 M) NORTHWEST OF POWER POLE WITH
 DE9422'TRANSFORMER (10), 60.0 FT (18.3 M) NORTH-NORTHEAST OF THE NORTHEAST
 DE9422'CORNER OF WHITE BLOCK BUILDING, AND 4.6 FT (1.4 M) NORTHWEST OF
 DE9422'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4452 ***********************************************************************
 FA4452  DESIGNATION -  238 AZ MK
 FA4452  PID         -  FA4452
 FA4452  STATE/COUNTY-  NC/MECKLENBURG
 FA4452  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4452
 FA4452                         *CURRENT SURVEY CONTROL
 FA4452  ___________________________________________________________________
 FA4452* NAD 83(2001)-  35 16 29.91577(N)    080 57 03.46036(W)     NO CHECK  
 FA4452* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 FA4452  ___________________________________________________________________
 FA4452  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FA4452  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FA4452  HORZ ORDER  -  THIRD
 FA4452
 FA4452.The horizontal coordinates were established by classical geodetic methods
 FA4452.and adjusted by the National Geodetic Survey in August 2005.
 FA4452.No horizontal observational check was made to the station.
 FA4452
 FA4452.The orthometric height was scaled from a topographic map.
 FA4452
 FA4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4452
 FA4452.The geoid height was determined by GEOID03.
 FA4452
 FA4452;                    North         East     Units Scale Factor Converg.
 FA4452;SPC NC       -   170,909.543   432,133.425   MT  0.99987267   -1 07 33.7
 FA4452;SPC NC       -   560,725.73  1,417,757.75   sFT  0.99987267   -1 07 33.7
 FA4452;UTM  17      - 3,903,538.719   504,459.849   MT  0.99960025   +0 01 42.0
 FA4452
 FA4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4452!SPC NC       -   0.99996812  x   0.99987267  =   0.99984080
 FA4452!UTM  17      -   0.99996812  x   0.99960025  =   0.99956839
 FA4452
 FA4452                          SUPERSEDED SURVEY CONTROL
 FA4452
 FA4452  NAD 83(1986)-  35 16 29.92933(N)    080 57 03.46743(W) AD(       ) 3
 FA4452
 FA4452.Superseded values are not recommended for survey control.
 FA4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4452.See file dsdata.txt to determine how the superseded data were derived.
 FA4452
 FA4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0446003539(NAD 83)
 FA4452_MARKER: A = ALUMINUM MARKER
 FA4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4452_SP_SET: CONCRETE POST
 FA4452_STAMPING: 238
 FA4452_MARK LOGO: NC0870
 FA4452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4452+STABILITY: SURFACE MOTION
 FA4452
 FA4452  HISTORY     - Date     Condition        Report By
 FA4452  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4452  HISTORY     - 19960221 GOOD             USPSQD
 FA4452  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA4452
 FA4452                          STATION DESCRIPTION
 FA4452
 FA4452'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4452'MARK IS LOCATED IN MECKLENBURG COUNTY, 10.5 KM (6.52 MI) NORTHWEST OF
 FA4452'CHARLOTTE.
 FA4452'MARK REACHED BY FIRST GOING TO GPS STATION M 038. (124.67 FT) TO REACH
 FA4452'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND ROUTE 27
 FA4452'(FREEDOM DRIVE), PROCEED NORTHWEST ON ROUTE 27 FOR 1.60 KM (0.99 MI)
 FA4452'TO INTERSECTION OF S.R.1616 (MOORES CHAPEL ROAD).  GO EAST ON S
 FA4452'.R.1616 FOR 0.56 KM (0.35 MI) TO THE STATION LOCATED IN THE SOUTH
 FA4452'RIGHT-OF-WAY OF THE ROAD.
 FA4452'TO REACH THE AZIMUTH MARK FROM GPS STATION M 038, PROCEED WEST ON
 FA4452'MOORES CHAPEL ROAD FOR 0.65 KM (0.40 MI) TO THE MARK IN THE NORTH
 FA4452'RIGHT-OF-WAY OF THE ROAD, 1.61 M (5.28 FT) NORTH OF THE EDGE OF
 FA4452'PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING S85W AND DISTANCE
 FA4452'664.144 M (2178.946 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4452'STAMPED 238.
 FA4452
 FA4452                          STATION RECOVERY (1996)
 FA4452
 FA4452'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4452'RECOVERED IN GOOD CONDITION.
 FA4452
 FA4452                          STATION RECOVERY (2004)
 FA4452
 FA4452'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4452'SEARCHED S SIDE OF MOORES CHAPEL ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2874 ***********************************************************************
 FZ2874  DESIGNATION -  24 ATA
 FZ2874  PID         -  FZ2874
 FZ2874  STATE/COUNTY-  NC/ASHE
 FZ2874  USGS QUAD   -  JEFFERSON (1998)
 FZ2874
 FZ2874                         *CURRENT SURVEY CONTROL
 FZ2874  ___________________________________________________________________
 FZ2874* NAD 83(2001)-  36 24 32.88673(N)    081 25 43.42806(W)     ADJUSTED  
 FZ2874* NAVD 88     -       831.96   (+/-2cm)    2729.5    (feet)  VERTCON   
 FZ2874  ___________________________________________________________________
 FZ2874  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 FZ2874  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FZ2874  HORZ ORDER  -  SECOND
 FZ2874  VERT ORDER  -  THIRD ? (See Below)
 FZ2874
 FZ2874.The horizontal coordinates were established by classical geodetic methods
 FZ2874.and adjusted by the National Geodetic Survey in August 2005.
 FZ2874
 FZ2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2874.The vertical order pertains to the NGVD 29 superseded value.
 FZ2874
 FZ2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2874
 FZ2874.The geoid height was determined by GEOID03.
 FZ2874
 FZ2874;                    North         East     Units Scale Factor Converg.
 FZ2874;SPC NC       -   297,665.062   391,759.687   MT  1.00007670   -1 24 06.4
 FZ2874;SPC NC       -   976,589.46  1,285,298.24   sFT  1.00007670   -1 24 06.4
 FZ2874;UTM  17      - 4,029,414.445   461,560.051   MT  0.99961820   -0 15 16.1
 FZ2874
 FZ2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2874!SPC NC       -   0.99987436  x   1.00007670  =   0.99995105
 FZ2874!UTM  17      -   0.99987436  x   0.99961820  =   0.99949261
 FZ2874
 FZ2874                          SUPERSEDED SURVEY CONTROL
 FZ2874
 FZ2874  NAD 83(1995)-  36 24 32.88717(N)    081 25 43.42784(W) AD(       ) 2
 FZ2874  NAD 83(1993)-  36 24 32.89114(N)    081 25 43.43242(W) AD(       ) 2
 FZ2874  NAD 83(1986)-  36 24 32.89691(N)    081 25 43.43417(W) AD(       ) 2
 FZ2874  NGVD 29 (10/27/97)  832.07   (m)         2729.9    (f) LEVELING    3  
 FZ2874
 FZ2874.Superseded values are not recommended for survey control.
 FZ2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2874.See file dsdata.txt to determine how the superseded data were derived.
 FZ2874
 FZ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6156029414(NAD 83)
 FZ2874_MARKER: DB = BENCH MARK DISK
 FZ2874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ2874_SP_SET: CONCRETE WINGWALL
 FZ2874_STAMPING: 24 ATA
 FZ2874_MARK LOGO: USGS  
 FZ2874_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2874+STABILITY: SURFACE MOTION
 FZ2874
 FZ2874  HISTORY     - Date     Condition        Report By
 FZ2874  HISTORY     - 1950     MONUMENTED       USGS
 FZ2874  HISTORY     - 19850226 GOOD             NCGS
 FZ2874
 FZ2874                          STATION DESCRIPTION
 FZ2874
 FZ2874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FZ2874'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST-SOUTHEAST OF JEFFERSON.
 FZ2874'ALONG NC 16 AND NC 88 FOR 2.1 KM (1.3 MI) SOUTHEAST FROM US 221 (1.5
 FZ2874'MI EAST OF JEFFERSON) TO A BRIDGE OVER NAKED CREEK AND A GRAVEL DRIVE
 FZ2874'LEADING NORTH TO A PRIVATE RESIDENCE, AND THE MARSH-WALTERS CEMETERY
 FZ2874'ON TOP OF A HILL.
 FZ2874'MARK IS A USGS BENCH MARK DISK STAMPED---24 ATA 1950---, LOCATED 5.9 M
 FZ2874'(19.4 FT) SOUTHWEST OF THE CENTERLINE OF NC 16 AND NC 88, IN THE
 FZ2874'SOUTHWEST WINGWALL, ABOUT 300 FEET SOUTH OF ABOVE INTERSECTION OF
 FZ2874'HIGHWAY AND GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0605 ***********************************************************************
 FX0605  DESIGNATION -  24 ECCS
 FX0605  PID         -  FX0605
 FX0605  STATE/COUNTY-  NC/PASQUOTANK
 FX0605  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0605
 FX0605                         *CURRENT SURVEY CONTROL
 FX0605  ___________________________________________________________________
 FX0605* NAD 83(1986)-  36 17 47.     (N)    076 13 23.     (W)     SCALED    
 FX0605* NAVD 88     -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 FX0605  ___________________________________________________________________
 FX0605  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 FX0605  DYNAMIC HT  -           1.936 (meters)       6.35  (feet)  COMP
 FX0605  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 FX0605
 FX0605  VERT ORDER  -  FIRST     CLASS I
 FX0605
 FX0605.The horizontal coordinates were scaled from a topographic map and have
 FX0605.an estimated accuracy of +/- 6 seconds.
 FX0605
 FX0605.The orthometric height was determined by differential leveling
 FX0605.and adjusted in June 1991.
 FX0605
 FX0605.The geoid height was determined by GEOID03.
 FX0605
 FX0605.The dynamic height is computed by dividing the NAVD 88
 FX0605.geopotential number by the normal gravity value computed on the
 FX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0605.degrees latitude (g = 980.6199 gals.).
 FX0605
 FX0605.The modeled gravity was interpolated from observed gravity values.
 FX0605
 FX0605;                    North         East    Units  Estimated Accuracy
 FX0605;SPC NC       -   285,980.      859,020.      MT  (+/- 180 meters Scaled)
 FX0605
 FX0605                          SUPERSEDED SURVEY CONTROL
 FX0605
 FX0605  NGVD 29 (??/??/92)    2.22   (m)            7.3    (f) COMPUTED    1 1
 FX0605
 FX0605.Superseded values are not recommended for survey control.
 FX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0605.See file dsdata.txt to determine how the superseded data were derived.
 FX0605
 FX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901175(NAD 83)
 FX0605_MARKER: DD = SURVEY DISK
 FX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0605_STAMPING: NO 24 1953
 FX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0605+STABILITY: SURFACE MOTION
 FX0605
 FX0605  HISTORY     - Date     Condition        Report By
 FX0605  HISTORY     - 1953     MONUMENTED       NC1460
 FX0605  HISTORY     - 1963     GOOD             NGS
 FX0605
 FX0605                          STATION DESCRIPTION
 FX0605
 FX0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0605'AT ELIZABETH CITY.
 FX0605'AT ELIZABETH CITY, IN THE SOUTHWEST QUARTER OF INTERSECTION OF
 FX0605'SOUTH ROAD STREET (STATE HIGHWAY 168 LEADING SOUTH AND EAST)
 FX0605'AND EHRINGHAUS STREET (U.S. HIGHWAY 17 BUSINESS LEADING NORTHWEST),
 FX0605'21.5 FEET SOUTH OF CENTER LINE OF EHRINGHAUS STREET, 18.5 FEET
 FX0605'WEST OF CENTER LINE OF S. ROAD STREET, 3 FEET SOUTH OF SOUTH CURB
 FX0605'OF EHRINGHAUS STREET, 6 FEET NORTH NORTHWEST OF A POWER POLE, 63
 FX0605'FEET NORTHEAST OF NORTHEAST CORNER OF A TEXACO SERVICE STATION,
 FX0605'AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW SIDEWALK
 FX0605'SURFACE ACCESS TO WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8283 ***********************************************************************
 AF8283  DESIGNATION -  24 EG 1
 AF8283  PID         -  AF8283
 AF8283  STATE/COUNTY-  NC/MCDOWELL
 AF8283  USGS QUAD   -  GLENWOOD (1993)
 AF8283
 AF8283                         *CURRENT SURVEY CONTROL
 AF8283  ___________________________________________________________________
 AF8283* NAD 83(2001)-  35 37 20.99938(N)    081 59 10.72179(W)     ADJUSTED  
 AF8283* NAVD 88     -       381.16   (meters)    1250.5    (feet)  LEVELING  
 AF8283  ___________________________________________________________________
 AF8283  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AF8283  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AF8283  HORZ ORDER  -  SECOND
 AF8283  VERT ORDER  -  THIRD
 AF8283
 AF8283.The horizontal coordinates were established by classical geodetic methods
 AF8283.and adjusted by the National Geodetic Survey in August 2005.
 AF8283
 AF8283.The orthometric height was determined by differential leveling.
 AF8283.The vertical network tie was performed by a horz. field party for horz.
 AF8283.obs reductions. Reset procedures were used to establish the elevation.
 AF8283
 AF8283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8283
 AF8283.The geoid height was determined by GEOID03.
 AF8283
 AF8283;                    North         East     Units Scale Factor Converg.
 AF8283;SPC NC       -   211,786.715   339,136.591   MT  0.99989346   -1 43 25.0
 AF8283;SPC NC       -   694,836.91  1,112,650.63   sFT  0.99989346   -1 43 25.0
 AF8283;UTM  17      - 3,942,527.274   410,682.927   MT  0.99969830   -0 34 28.2
 AF8283
 AF8283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8283!SPC NC       -   0.99994515  x   0.99989346  =   0.99983862
 AF8283!UTM  17      -   0.99994515  x   0.99969830  =   0.99964347
 AF8283
 AF8283                          SUPERSEDED SURVEY CONTROL
 AF8283
 AF8283  NAD 83(1986)-  35 37 21.00820(N)    081 59 10.72322(W) AD(       ) 2
 AF8283
 AF8283.Superseded values are not recommended for survey control.
 AF8283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8283.See file dsdata.txt to determine how the superseded data were derived.
 AF8283
 AF8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1068342527(NAD 83)
 AF8283_MARKER: DD = SURVEY DISK
 AF8283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8283_STAMPING: 24 EG 1
 AF8283_MARK LOGO: NCDOT 
 AF8283_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8283+STABILITY: SURFACE MOTION
 AF8283
 AF8283  HISTORY     - Date     Condition        Report By
 AF8283  HISTORY     - 1970     MONUMENTED       NCDOT
 AF8283  HISTORY     - 19830101 GOOD             NCGS
 AF8283
 AF8283                          STATION DESCRIPTION
 AF8283
 AF8283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8283'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH-NORTHWEST OF GLENWOOD,
 AF8283'AND 7.2 KM (4.45 MI) SOUTH-SOUTHEAST OF MARION, AT NORTH MUDDY CREEK.
 AF8283'ALONG US 221 FOR 2.4 KM (1.50 MI) SOUTH OF THE I-40 UNDERPASS, OR 0.8
 AF8283'KM (0.50 MI) NORTH OF SR 1153. MARK IS FLUSH WITH GROUND. LOCATED 7.13
 AF8283'M (23.39 FT) WEST OF THE CENTERLINE OF US 221, 3.35 M (10.99 FT) SOUTH
 AF8283'OF NORTH END OF GUARD RAIL, 22.46 M (73.69 FT) NORTH OF NORTH END OF
 AF8283'CONCRETE HEADWALL, 6.25 M (20.51 FT) EAST OF FENCE LINE, AND 0.49 M
 AF8283'(1.61 FT) WEST OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9902 ***********************************************************************
 AE9902  DESIGNATION -  24 EG 12
 AE9902  PID         -  AE9902
 AE9902  STATE/COUNTY-  NC/MCDOWELL
 AE9902  USGS QUAD   -  MARION WEST (1994)
 AE9902
 AE9902                         *CURRENT SURVEY CONTROL
 AE9902  ___________________________________________________________________
 AE9902* NAD 83(2001)-  35 43 23.34358(N)    082 02 30.39533(W)     ADJUSTED  
 AE9902* NAVD 88     -       414.72   (+/-2cm)    1360.6    (feet)  VERTCON   
 AE9902  ___________________________________________________________________
 AE9902  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 AE9902  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AE9902  HORZ ORDER  -  SECOND
 AE9902  VERT ORDER  -  THIRD ? (See Below)
 AE9902
 AE9902.The horizontal coordinates were established by classical geodetic methods
 AE9902.and adjusted by the National Geodetic Survey in August 2005.
 AE9902
 AE9902.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9902.The vertical order pertains to the NGVD 29 superseded value.
 AE9902
 AE9902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9902
 AE9902.The geoid height was determined by GEOID03.
 AE9902
 AE9902;                    North         East     Units Scale Factor Converg.
 AE9902;SPC NC       -   223,100.415   334,456.901   MT  0.99990635   -1 45 20.2
 AE9902;SPC NC       -   731,955.28  1,097,297.35   sFT  0.99990635   -1 45 20.2
 AE9902;UTM  17      - 3,953,742.729   405,778.423   MT  0.99970939   -0 36 29.9
 AE9902
 AE9902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9902!SPC NC       -   0.99993984  x   0.99990635  =   0.99984620
 AE9902!UTM  17      -   0.99993984  x   0.99970939  =   0.99964925
 AE9902
 AE9902                          SUPERSEDED SURVEY CONTROL
 AE9902
 AE9902  NAD 83(1995)-  35 43 23.34387(N)    082 02 30.39508(W) AD(       ) 2
 AE9902  NAD 83(1986)-  35 43 23.35157(N)    082 02 30.39644(W) AD(       ) 2
 AE9902  NGVD 29 (05/27/98)  414.81   (m)         1360.9    (f) LEVELING    3  
 AE9902
 AE9902.Superseded values are not recommended for survey control.
 AE9902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9902.See file dsdata.txt to determine how the superseded data were derived.
 AE9902
 AE9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0577853743(NAD 83)
 AE9902_MARKER: DE = TRAVERSE STATION DISK
 AE9902_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9902_STAMPING: 24 EG 12 1969
 AE9902_MARK LOGO: NCDOT 
 AE9902_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE9902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9902
 AE9902  HISTORY     - Date     Condition        Report By
 AE9902  HISTORY     - 1969     MONUMENTED       NCDOT
 AE9902  HISTORY     - 19860101 GOOD             NCGS
 AE9902
 AE9902                          STATION DESCRIPTION
 AE9902
 AE9902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9902'STATION IS LOCATED ABOUT 5.35 KM (3.30 MI) NORTHWEST OF MARION. ALONG
 AE9902'US 221 AND NC 226 FOR 2.2 KM (1.35 MI) NORTH FROM US 70 TO TRINITY
 AE9902'MISSIONARY BAPTIST CHURCH, OR 0.3 KM (0.20 MI) SOUTH-SOUTHEAST OF SR
 AE9902'1589 (PADGETT ROAD), ALONG THE NORTH PROPERTY FENCE. MARK IS FLUSH
 AE9902'WITH THE GROUND AND LEVEL WITH THE HIGHWAY. LOCATED 22.56 M (74.02 FT)
 AE9902'EAST FROM THE CENTERLINE OF HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WIRE
 AE9902'FENCE, 16.46 M (54.00 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 AE9902'BRICK CHURCH BUILDING, 17.16 M (56.30 FT) NORTHWEST OF THE SOUTHEAST
 AE9902'CORNER, AND 3.57 M (11.71 FT) NORTH OF A 10-INCH TWIN POPLAR WITH A
 AE9902'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7928 ***********************************************************************
 AE7928  DESIGNATION -  24 EG 16
 AE7928  PID         -  AE7928
 AE7928  STATE/COUNTY-  NC/MCDOWELL
 AE7928  USGS QUAD   -  MARION WEST (1994)
 AE7928
 AE7928                         *CURRENT SURVEY CONTROL
 AE7928  ___________________________________________________________________
 AE7928* NAD 83(1986)-  35 42 42.     (N)    082 00 53.     (W)     SCALED    
 AE7928* NAVD 88     -       401.103  (meters)    1315.95   (feet)  ADJUSTED  
 AE7928  ___________________________________________________________________
 AE7928  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 AE7928  DYNAMIC HT  -         400.700 (meters)    1314.63  (feet)  COMP
 AE7928  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 AE7928
 AE7928  VERT ORDER  -  SECOND    CLASS II
 AE7928
 AE7928.The horizontal coordinates were scaled from a topographic map and have
 AE7928.an estimated accuracy of +/- 6 seconds.
 AE7928
 AE7928.The orthometric height was determined by differential leveling
 AE7928.and adjusted in May 1998.
 AE7928
 AE7928.The geoid height was determined by GEOID03.
 AE7928
 AE7928.The dynamic height is computed by dividing the NAVD 88
 AE7928.geopotential number by the normal gravity value computed on the
 AE7928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7928.degrees latitude (g = 980.6199 gals.).
 AE7928
 AE7928.The modeled gravity was interpolated from observed gravity values.
 AE7928
 AE7928;                    North         East    Units  Estimated Accuracy
 AE7928;SPC NC       -   221,750.      336,870.      MT  (+/- 180 meters Scaled)
 AE7928
 AE7928                          SUPERSEDED SURVEY CONTROL
 AE7928
 AE7928.No superseded survey control is available for this station.
 AE7928
 AE7928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV082524(NAD 83)
 AE7928_MARKER: DD = SURVEY DISK
 AE7928_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7928_STAMPING: 24 EG 16 1972
 AE7928_MARK LOGO: NCDOT 
 AE7928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7928
 AE7928  HISTORY     - Date     Condition        Report By
 AE7928  HISTORY     - 1972     MONUMENTED       NCDOT
 AE7928  HISTORY     - 19890110 GOOD             NCGS
 AE7928
 AE7928                          STATION DESCRIPTION
 AE7928
 AE7928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AE7928'STATION IS LOCATED ABOUT 3.1 KM (1.90 MI) NORTH OF MARION. ALONG SR
 AE7928'1500 (AIRPORT RD) FOR 0.88 KM (0.55 MI) SOUTH FROM ITS END AT MCDOWELL
 AE7928'COUNTY AIRPORT, AT SR 1513 (JUSTICE RD), IN THE SOUTHEAST QUADRANT OF
 AE7928'THE T-INTERSECTION. MARK IS RECESSED 1 INCH BELOW THE GROUND AND ABOUT
 AE7928'LEVEL WITH ROAD. LOCATED 3.4 M (11.2 FT) SOUTHEAST OF THE CENTERLINE
 AE7928'OF ROAD, 30.0 M (98.4 FT) EAST OF THE CENTERLINE OF THE
 AE7928'T-INTERSECTION, 12.8 M (42.0 FT) EAST-SOUTHEAST OF THE EAST END OF THE
 AE7928'NORTH HEADWALL OF ROAD CULVERT, 14.25 M (46.75 FT) NORTH-NORTHEAST OF
 AE7928'AN 18-INCH POPLAR, AND 2.20 M (7.22 FT) WEST OF A POWER POLE WITH A
 AE7928'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2685 ***********************************************************************
 FB2685  DESIGNATION -  24 EG 3
 FB2685  PID         -  FB2685
 FB2685  STATE/COUNTY-  NC/MCDOWELL
 FB2685  USGS QUAD   -  MARION WEST (1994)
 FB2685
 FB2685                         *CURRENT SURVEY CONTROL
 FB2685  ___________________________________________________________________
 FB2685* NAD 83(2001)-  35 37 58.85047(N)    082 00 02.61107(W)     ADJUSTED  
 FB2685* NAVD 88     -       411.00   (+/-2cm)    1348.4    (feet)  VERTCON   
 FB2685  ___________________________________________________________________
 FB2685  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 FB2685  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FB2685  HORZ ORDER  -  SECOND
 FB2685  VERT ORDER  -  THIRD ? (See Below)
 FB2685
 FB2685.The horizontal coordinates were established by classical geodetic methods
 FB2685.and adjusted by the National Geodetic Survey in August 2005.
 FB2685
 FB2685.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2685.The vertical order pertains to the NGVD 29 superseded value.
 FB2685
 FB2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2685
 FB2685.The geoid height was determined by GEOID03.
 FB2685
 FB2685;                    North         East     Units Scale Factor Converg.
 FB2685;SPC NC       -   212,991.996   337,866.821   MT  0.99989466   -1 43 54.9
 FB2685;SPC NC       -   698,791.24  1,108,484.73   sFT  0.99989466   -1 43 54.9
 FB2685;UTM  17      - 3,943,706.621   409,389.495   MT  0.99970117   -0 34 59.0
 FB2685
 FB2685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2685!SPC NC       -   0.99994046  x   0.99989466  =   0.99983513
 FB2685!UTM  17      -   0.99994046  x   0.99970117  =   0.99964165
 FB2685
 FB2685:                Primary Azimuth Mark                     Grid Az
 FB2685:SPC NC       -  REST                                     290 45 33.0
 FB2685:UTM  17      -  REST                                     289 36 37.1
 FB2685
 FB2685|---------------------------------------------------------------------|
 FB2685| PID    Reference Object                     Distance      Geod. Az  |
 FB2685|                                                           dddmmss.s |
 FB2685| FB2688 REST                                APPROX. 0.8 KM 2890138.1 |
 FB2685|---------------------------------------------------------------------|
 FB2685
 FB2685                          SUPERSEDED SURVEY CONTROL
 FB2685
 FB2685  NAD 83(1995)-  35 37 58.85297(N)    082 00 02.61084(W) AD(       ) 2
 FB2685  NAD 83(1986)-  35 37 58.85844(N)    082 00 02.61474(W) AD(       ) 2
 FB2685  NAD 27      -  35 37 58.41654(N)    082 00 03.22930(W) AD(       ) 2
 FB2685  NGVD 29 (07/19/86)  411.12   (m)         1348.8    (f) LEVELING    3  
 FB2685
 FB2685.Superseded values are not recommended for survey control.
 FB2685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2685.See file dsdata.txt to determine how the superseded data were derived.
 FB2685
 FB2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0938943707(NAD 83)
 FB2685_MARKER: DD = SURVEY DISK
 FB2685_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB2685_STAMPING: 24 EG 3 1970
 FB2685_MARK LOGO: NCDOT 
 FB2685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2685+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1986
 FB2685
 FB2685  HISTORY     - Date     Condition        Report By
 FB2685  HISTORY     - 1974     MONUMENTED       NCHPWC
 FB2685  HISTORY     - 1982     GOOD             NCGS
 FB2685  HISTORY     - 19860405 GOOD             NCGS
 FB2685
 FB2685                          STATION DESCRIPTION
 FB2685
 FB2685'DESCRIBED BY NC HWY AND P W COMM 1974 (JCS)
 FB2685'24 EG 3 IS A TRAVERSE STATION ESTABLISHED BY THE N. C. STATE
 FB2685'HIGHWAY COMMISSION IN THE VICINITY OF MARION, NORTH CAROLINA IN
 FB2685'1970, AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FB2685'
 FB2685'24 EG 3 IS LOCATED APPROXIMATELY 3.6 MILES SOUTH OF MARION, AND
 FB2685'1.7 MILES NW OF GLENWOOD.  STATION IS LOCATED AT THE SR 1168
 FB2685'OVERPASS (ASHWORTH ROAD) OF I-40, IN THE SW QUADRANT OF THE
 FB2685'INTERSECTION, APPROXIMATELY 200 FEET SOUTH OF SOUTH END OF THE
 FB2685'BRIDGE.  1.15 MILES SW OF THE U.S. 221 OVERPASS.
 FB2685'
 FB2685'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 FB2685'STAMPED 24 EG 3 1970, SET IN THE TOP OF A PRECAST MONUMENT, FLUSH
 FB2685'WITH THE GROUND.
 FB2685'
 FB2685'MARK IS 23.5 FT SW OF C/L ASHWORTH ROAD
 FB2685'
 FB2685'42.0 FT NW OF C/L EXIT RAMP
 FB2685'
 FB2685'7.3 FT NW OF A ONE WAY SIGN POST
 FB2685'
 FB2685'7.3 FT S OF A EAST I-40 SIGN POST
 FB2685
 FB2685                          STATION RECOVERY (1982)
 FB2685
 FB2685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL)
 FB2685'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB2685
 FB2685                          STATION RECOVERY (1986)
 FB2685
 FB2685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB2685'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7894 ***********************************************************************
 AE7894  DESIGNATION -  24 EG 9
 AE7894  PID         -  AE7894
 AE7894  STATE/COUNTY-  NC/MCDOWELL
 AE7894  USGS QUAD   -  MARION WEST (1994)
 AE7894
 AE7894                         *CURRENT SURVEY CONTROL
 AE7894  ___________________________________________________________________
 AE7894* NAD 83(2001)-  35 41 57.68616(N)    082 02 45.09171(W)     ADJUSTED  
 AE7894* NAVD 88     -       378.667  (meters)    1242.34   (feet)  ADJUSTED  
 AE7894  ___________________________________________________________________
 AE7894  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 AE7894  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 AE7894  DYNAMIC HT  -         378.286 (meters)    1241.09  (feet)  COMP
 AE7894  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 AE7894
 AE7894  HORZ ORDER  -  SECOND
 AE7894  VERT ORDER  -  SECOND    CLASS II
 AE7894
 AE7894.The horizontal coordinates were established by classical geodetic methods
 AE7894.and adjusted by the National Geodetic Survey in August 2005.
 AE7894
 AE7894.The orthometric height was determined by differential leveling
 AE7894.and adjusted in May 1998.
 AE7894
 AE7894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7894
 AE7894.The geoid height was determined by GEOID03.
 AE7894
 AE7894.The dynamic height is computed by dividing the NAVD 88
 AE7894.geopotential number by the normal gravity value computed on the
 AE7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7894.degrees latitude (g = 980.6199 gals.).
 AE7894
 AE7894.The modeled gravity was interpolated from observed gravity values.
 AE7894
 AE7894;                    North         East     Units Scale Factor Converg.
 AE7894;SPC NC       -   220,473.230   334,006.768   MT  0.99990302   -1 45 28.7
 AE7894;SPC NC       -   723,335.92  1,095,820.54   sFT  0.99990302   -1 45 28.7
 AE7894;UTM  17      - 3,951,107.571   405,381.070   MT  0.99971032   -0 36 37.2
 AE7894
 AE7894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7894!SPC NC       -   0.99994550  x   0.99990302  =   0.99984853
 AE7894!UTM  17      -   0.99994550  x   0.99971032  =   0.99965584
 AE7894
 AE7894                          SUPERSEDED SURVEY CONTROL
 AE7894
 AE7894  NAD 83(1995)-  35 41 57.68646(N)    082 02 45.09146(W) AD(       ) 2
 AE7894  NAD 83(1986)-  35 41 57.69420(N)    082 02 45.09278(W) AD(       ) 2
 AE7894  NGVD 29 (05/27/98)  378.72   (m)         1242.5    (f) LEVELING    3  
 AE7894
 AE7894.Superseded values are not recommended for survey control.
 AE7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7894.See file dsdata.txt to determine how the superseded data were derived.
 AE7894
 AE7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0538151108(NAD 83)
 AE7894_MARKER: DD = SURVEY DISK
 AE7894_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7894_STAMPING: 24 EG 9 1970
 AE7894_MARK LOGO: NCDOT 
 AE7894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7894
 AE7894  HISTORY     - Date     Condition        Report By
 AE7894  HISTORY     - 1970     MONUMENTED       NCDOT
 AE7894  HISTORY     - 19860101 GOOD             NCGS
 AE7894  HISTORY     - 20031010 MARK NOT FOUND   MAC
 AE7894
 AE7894                          STATION DESCRIPTION
 AE7894
 AE7894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE7894'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST-NORTHEAST OF PLESANT
 AE7894'GARDENS, AND 3.8 KM (2.35 MI) NORTHWEST OF MARION. ALONG US 7O FOR
 AE7894'1.04 KM (0.65 MI) SOUTHWEST FROM THE US 221-NC 226 BYPASS TO SR 1197
 AE7894'(ROBY CONLEY ROAD), ON THE EAST SIDE OF THE JUNCTION. MARK IS RECESSED
 AE7894'ABOUT 2 INCHES BELOW THE GROUND AND IS 1-FOOT LOWER THAN THE HIGHWAY.
 AE7894'LOCATED 11.73 M (38.48 FT) SOUTHEAST FROM THE CENTERLINE OF US 7O,
 AE7894'9.06 M (29.72 FT) EAST-NORTHEAST FROM A CHISLED SQUARE IN THE
 AE7894'SOUTHEAST CORNER OF HEADWALL, AND 11.60 M (38.06 FT) NORTH FROM A
 AE7894'POWER POLE (32/26) WITH REFERENCE TAG.
 AE7894
 AE7894                          STATION RECOVERY (2003)
 AE7894
 AE7894'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN)
 AE7894'PERFORMED INSTRUMENT SEARCH AND COULD NOT LOCATE.  MARK WAS PROBABLY
 AE7894'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5162 ***********************************************************************
 FA5162  DESIGNATION -  24 JS 1
 FA5162  PID         -  FA5162
 FA5162  STATE/COUNTY-  NC/CALDWELL
 FA5162  USGS QUAD   -  LENOIR (1994)
 FA5162
 FA5162                         *CURRENT SURVEY CONTROL
 FA5162  ___________________________________________________________________
 FA5162* NAD 83(1995)-  35 55 28.83698(N)    081 30 16.13759(W)     NO CHECK  
 FA5162* NAVD 88     -       340.67   (+/-2cm)    1117.7    (feet)  VERTCON   
 FA5162  ___________________________________________________________________
 FA5162  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FA5162  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 FA5162  HORZ ORDER  -  SECOND
 FA5162  VERT ORDER  -  THIRD (See Below)
 FA5162
 FA5162.The horizontal coordinates were established by classical geodetic methods
 FA5162.and adjusted by the National Geodetic Survey in April 1999.
 FA5162.No horizontal observational check was made to the station.
 FA5162
 FA5162.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5162.The vertical order pertains to the NGVD 29 superseded value.
 FA5162
 FA5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5162
 FA5162.The geoid height was determined by GEOID03.
 FA5162
 FA5162;                    North         East     Units Scale Factor Converg.
 FA5162;SPC NC       -   244,094.324   383,610.498   MT  0.99994144   -1 26 43.8
 FA5162;SPC NC       -   800,832.79  1,258,562.11   sFT  0.99994144   -1 26 43.8
 FA5162;UTM  17      - 3,975,711.635   454,488.794   MT  0.99962552   -0 17 45.6
 FA5162
 FA5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5162!SPC NC       -   0.99995163  x   0.99994144  =   0.99989307
 FA5162!UTM  17      -   0.99995163  x   0.99962552  =   0.99957716
 FA5162
 FA5162                          SUPERSEDED SURVEY CONTROL
 FA5162
 FA5162  NAD 83(1986)-  35 55 28.83712(N)    081 30 16.13776(W) AD(       ) 2
 FA5162  NGVD 29 (02/04/93)  340.83   (m)         1118.2    (f) LEVELING    3  
 FA5162
 FA5162.Superseded values are not recommended for survey control.
 FA5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5162.See file dsdata.txt to determine how the superseded data were derived.
 FA5162
 FA5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5448975712(NAD 83)
 FA5162_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5162_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5162_SP_SET: PREFAB CONC. POST IN EARTH
 FA5162_STAMPING: 24 JS 1 1962
 FA5162_MARK LOGO: NCDOT 
 FA5162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5162+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 FA5162
 FA5162  HISTORY     - Date     Condition        Report By
 FA5162  HISTORY     - 1962     MONUMENTED       NCDOT
 FA5162  HISTORY     - 19880101 GOOD             NCGS
 FA5162  HISTORY     - 20070916 GOOD             GEOCAC
 FA5162
 FA5162                          STATION DESCRIPTION
 FA5162
 FA5162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5162'STATION IS LOCATED IN LENOIR AT THE NC 18 AND NC 90 EAST INTERSECTION,
 FA5162'AND IN THE NORTH QUADRANGLE ON THE DITCH BANK.
 FA5162'MARK IS 4 FEET HIGHER THAN THE ROAD AND PROJECTING 4 INCHES ABOVE
 FA5162'GROUND SURFACE. LOCATED 9.9 M (32.5 FT) NORTHEAST OF THE CENTERLINE
 FA5162'OF TAYLORSVILLE ROAD, 3.6 M (11.8 FT) SOUTHEAST OF BASE OF POWER POLE
 FA5162'GUY WIRE, 0.6 M (2.0 FT) WEST OF POWER POLE (5), AND 42.3677 M
 FA5162'(139.0014 FT) NORTH-NORTHEAST OF NCGS STATION EASTLEN.
 FA5162
 FA5162                          STATION RECOVERY (2007)
 FA5162
 FA5162'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA5162'THE MONUMENT PROJECTS 4 INCHES, AND IS 3 FEET ABOVE THE SURROUNDING
 FA5162'GROUND, DUE TO GRADING OF THE LOT. THE MOUND ON WHICH THE MONUMENT IS
 FA5162'LOCATED APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4748 ***********************************************************************
 AH4748  DESIGNATION -  24 LB 1
 AH4748  PID         -  AH4748
 AH4748  STATE/COUNTY-  NC/WAKE
 AH4748  USGS QUAD   -  GARNER (1993)
 AH4748
 AH4748                         *CURRENT SURVEY CONTROL
 AH4748  ___________________________________________________________________
 AH4748* NAD 83(2007)-  35 39 03.33433(N)    078 34 43.59713(W)     ADJUSTED  
 AH4748* NAVD 88     -       107.05   (meters)     351.2    (feet)  LEVELING  
 AH4748  ___________________________________________________________________
 AH4748  EPOCH DATE  -        2002.00
 AH4748  X           -   1,027,474.345 (meters)                     COMP
 AH4748  Y           -  -5,085,981.206 (meters)                     COMP
 AH4748  Z           -   3,696,830.793 (meters)                     COMP
 AH4748  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 AH4748  ELLIP HEIGHT-          73.636 (meters)          (02/10/07) ADJUSTED
 AH4748  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AH4748
 AH4748  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4748  Type    PID    Designation                      North   East  Ellip
 AH4748  -------------------------------------------------------------------
 AH4748  NETWORK AH4748 24 LB 1                           1.37   1.74   2.31
 AH4748  -------------------------------------------------------------------
 AH4748  VERT ORDER  -  THIRD ?
 AH4748
 AH4748.The horizontal coordinates were established by GPS observations
 AH4748.and adjusted by the National Geodetic Survey in February 2007.
 AH4748
 AH4748.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4748.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4748.The horizontal coordinates are valid at the epoch date displayed above.
 AH4748.The epoch date for horizontal control is a decimal equivalence
 AH4748.of Year/Month/Day.
 AH4748
 AH4748.The orthometric height was determined by differential leveling.
 AH4748.The vertical network tie was performed by a horz. field party for horz.
 AH4748.obs reductions. Reset procedures were used to establish the elevation.
 AH4748
 AH4748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4748
 AH4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4748
 AH4748.The ellipsoidal height was determined by GPS observations
 AH4748.and is referenced to NAD 83.
 AH4748
 AH4748.The geoid height was determined by GEOID03.
 AH4748
 AH4748;                    North         East     Units Scale Factor Converg.
 AH4748;SPC NC       -   210,952.820   647,742.856   MT  0.99989679   +0 14 35.2
 AH4748;SPC NC       -   692,101.04  2,125,136.35   sFT  0.99989679   +0 14 35.2
 AH4748;UTM  17      - 3,947,932.563   719,197.796   MT  1.00019212   +1 24 42.3
 AH4748
 AH4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4748!SPC NC       -   0.99998844  x   0.99989679  =   0.99988523
 AH4748!UTM  17      -   0.99998844  x   1.00019212  =   1.00018056
 AH4748
 AH4748:                Primary Azimuth Mark                     Grid Az
 AH4748:SPC NC       -  24 LB 1 AZ MK                            011 17 21.9
 AH4748:UTM  17      -  24 LB 1 AZ MK                            010 07 14.8
 AH4748
 AH4748|---------------------------------------------------------------------|
 AH4748| PID    Reference Object                     Distance      Geod. Az  |
 AH4748|                                                           dddmmss.s |
 AH4748| AH4745 24 LB 1 AZ MK                       APPROX. 0.7 KM 0113157.1 |
 AH4748|---------------------------------------------------------------------|
 AH4748
 AH4748                          SUPERSEDED SURVEY CONTROL
 AH4748
 AH4748  NAD 83(2001)-  35 39 03.33448(N)    078 34 43.59706(W) AD(       ) 1
 AH4748  ELLIP H (03/13/03)   73.643  (m)                       GP(       ) 4 2
 AH4748  NAD 83(1986)-  35 39 03.33934(N)    078 34 43.60693(W) AD(       ) 1
 AH4748
 AH4748.Superseded values are not recommended for survey control.
 AH4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4748.See file dsdata.txt to determine how the superseded data were derived.
 AH4748
 AH4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1919847933(NAD 83)
 AH4748_MARKER: DD = SURVEY DISK
 AH4748_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4748_STAMPING: 24 LB 1 1978
 AH4748_MARK LOGO: NCDOT 
 AH4748_PROJECTION: FLUSH
 AH4748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4748+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1991
 AH4748
 AH4748  HISTORY     - Date     Condition        Report By
 AH4748  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4748  HISTORY     - 19911031 GOOD             NCGS
 AH4748
 AH4748                          STATION DESCRIPTION
 AH4748
 AH4748'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4748'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF GARNER.
 AH4748'PROCEED ALONG SR 2547 (WHITE OAK RD) FOR 1.85 MI (2.98 KM) SOUTH FROM
 AH4748'US 70 TO JUNCTION WITH SR 2700, THENCE CONTINUE SOUTH ALONG SR 2547
 AH4748'(HEBRON CHURCH RD) FOR 1.45 MI (2.33 KM) TO SR 2703 (NEW BETHEL CHURCH
 AH4748'RD), IN THE NORTHWEST QUADRANT OF THE CROSSROADS. MARK IS LEVEL WITH
 AH4748'ROAD AND RECESSED 6 INCHES BELOW GROUND. LOCATED 39.0 FT (11.9 M)
 AH4748'NORTH-NORTHEAST OF THE CENTERLINE OF SR 2703, 47.0 FT (14.3 M) WEST OF
 AH4748'THE CENTERLINE OF SR 2547, 105.5 FT (32.2 M) NORTH-NORTHWEST OF THE
 AH4748'CENTERLINE OF THE CROSSROADS, 12.1 FT (3.7 M) WEST OF A TELEPHONE
 AH4748'PEDESTAL, AND 111.5 FT (34.0 M) NORTHWEST OF A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4745 ***********************************************************************
 AH4745  DESIGNATION -  24 LB 1 AZ MK
 AH4745  PID         -  AH4745
 AH4745  STATE/COUNTY-  NC/WAKE
 AH4745  USGS QUAD   -  GARNER (1993)
 AH4745
 AH4745                         *CURRENT SURVEY CONTROL
 AH4745  ___________________________________________________________________
 AH4745* NAD 83(2007)-  35 39 26.73596(N)    078 34 37.74637(W)     ADJUSTED  
 AH4745* NAVD 88     -       114.7    (meters)     376.     (feet)  GPS OBS   
 AH4745  ___________________________________________________________________
 AH4745  EPOCH DATE  -        2002.00
 AH4745  X           -   1,027,536.575 (meters)                     COMP
 AH4745  Y           -  -5,085,546.043 (meters)                     COMP
 AH4745  Z           -   3,697,421.286 (meters)                     COMP
 AH4745  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 AH4745  ELLIP HEIGHT-          81.254 (meters)          (02/10/07) ADJUSTED
 AH4745  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AH4745
 AH4745  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4745  Type    PID    Designation                      North   East  Ellip
 AH4745  -------------------------------------------------------------------
 AH4745  NETWORK AH4745 24 LB 1 AZ MK                     1.27   1.04   2.06
 AH4745  -------------------------------------------------------------------
 AH4745
 AH4745.The horizontal coordinates were established by GPS observations
 AH4745.and adjusted by the National Geodetic Survey in February 2007.
 AH4745
 AH4745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4745.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4745.The horizontal coordinates are valid at the epoch date displayed above.
 AH4745.The epoch date for horizontal control is a decimal equivalence
 AH4745.of Year/Month/Day.
 AH4745
 AH4745.The orthometric height was determined by GPS observations and a
 AH4745.high-resolution geoid model.
 AH4745
 AH4745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4745
 AH4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4745
 AH4745.The ellipsoidal height was determined by GPS observations
 AH4745.and is referenced to NAD 83.
 AH4745
 AH4745.The geoid height was determined by GEOID03.
 AH4745
 AH4745;                    North         East     Units Scale Factor Converg.
 AH4745;SPC NC       -   211,674.607   647,886.945   MT  0.99989758   +0 14 38.6
 AH4745;SPC NC       -   694,469.11  2,125,609.09   sFT  0.99989758   +0 14 38.6
 AH4745;UTM  17      - 3,948,657.353   719,327.171   MT  1.00019282   +1 24 46.6
 AH4745
 AH4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4745!SPC NC       -   0.99998725  x   0.99989758  =   0.99988483
 AH4745!UTM  17      -   0.99998725  x   1.00019282  =   1.00018006
 AH4745
 AH4745:                Primary Azimuth Mark                     Grid Az
 AH4745:SPC NC       -  24 LB 1                                  191 17 21.9
 AH4745:UTM  17      -  24 LB 1                                  190 07 13.9
 AH4745
 AH4745|---------------------------------------------------------------------|
 AH4745| PID    Reference Object                     Distance      Geod. Az  |
 AH4745|                                                           dddmmss.s |
 AH4745| AH4748 24 LB 1                             APPROX. 0.7 KM 1913200.5 |
 AH4745|---------------------------------------------------------------------|
 AH4745
 AH4745                          SUPERSEDED SURVEY CONTROL
 AH4745
 AH4745  NAD 83(2001)-  35 39 26.73611(N)    078 34 37.74630(W) AD(       ) 1
 AH4745  ELLIP H (03/13/03)   81.261  (m)                       GP(       ) 4 2
 AH4745  NAD 83(1986)-  35 39 26.74096(N)    078 34 37.75621(W) AD(       ) 1
 AH4745
 AH4745.Superseded values are not recommended for survey control.
 AH4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4745.See file dsdata.txt to determine how the superseded data were derived.
 AH4745
 AH4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1932748657(NAD 83)
 AH4745_MARKER: A = ALUMINUM MARKER
 AH4745_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AH4745_STAMPING: 24 LB 1 AZ 1 1980
 AH4745_MARK LOGO: NCDOT 
 AH4745_PROJECTION: FLUSH
 AH4745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4745+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4745
 AH4745  HISTORY     - Date     Condition        Report By
 AH4745  HISTORY     - 1980     MONUMENTED       NCDOT
 AH4745  HISTORY     - 19911022 GOOD             NCGS
 AH4745
 AH4745                          STATION DESCRIPTION
 AH4745
 AH4745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4745'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF GARNER.
 AH4745'PROCEED ALONG SR 2547 (WHITE OAK RD) FOR 1.85 MI (2.98 KM) SOUTH FROM
 AH4745'US 70 TO JUNCTION WITH SR 2700, THENCE CONTINUE SOUTH ALONG SR 2547
 AH4745'(HEBRON CHURCH RD) FOR 0.95 MI (1.53 KM) TO SR 2702 (WIN RD), IN
 AH4745'NORTHEAST QUADRANT OF THE T-INTERSECTION OF TOP OF A BANK. MARK IS
 AH4745'4-FEET HIGHER THAN THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED
 AH4745'25.0 FT (7.6 M) NORTHEAST OF THE CENTERLINE OF THE ROAD, 143.4 FT
 AH4745'(43.7 M) EAST OF THE CENTERLINE OF THE T-INTERSECTION, 15.5 FT (4.7 M)
 AH4745'NORTTHWEST OF A TELEPHONE PEDESTAL, 105.7 FT (32.2 M) SOUTHEAST OF A
 AH4745'TELEPHONE PEDESTAL--AND 52.0 FT (15.8 M) NORTHEAST OF A POWER POLE,
 AH4745'91.0 FT (27.7 M) EAST-NORTHEAST OF A CORNER FENCE POST--BOTH WITH
 AH4745'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4797 ***********************************************************************
 AH4797  DESIGNATION -  24 LB 2
 AH4797  PID         -  AH4797
 AH4797  STATE/COUNTY-  NC/JOHNSTON
 AH4797  USGS QUAD   -  EDMONDSON (1993)
 AH4797
 AH4797                         *CURRENT SURVEY CONTROL
 AH4797  ___________________________________________________________________
 AH4797* NAD 83(2007)-  35 36 12.78726(N)    078 34 13.79171(W)     ADJUSTED  
 AH4797* NAVD 88     -       101.05   (meters)     331.5    (feet)  LEVELING  
 AH4797  ___________________________________________________________________
 AH4797  EPOCH DATE  -        2002.00
 AH4797  X           -   1,028,815.028 (meters)                     COMP
 AH4797  Y           -  -5,088,828.977 (meters)                     COMP
 AH4797  Z           -   3,692,554.785 (meters)                     COMP
 AH4797  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 AH4797  ELLIP HEIGHT-          67.556 (meters)          (02/10/07) ADJUSTED
 AH4797  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4797
 AH4797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4797  Type    PID    Designation                      North   East  Ellip
 AH4797  -------------------------------------------------------------------
 AH4797  NETWORK AH4797 24 LB 2                           1.16   1.08   1.94
 AH4797  -------------------------------------------------------------------
 AH4797  VERT ORDER  -  THIRD ?
 AH4797
 AH4797.The horizontal coordinates were established by GPS observations
 AH4797.and adjusted by the National Geodetic Survey in February 2007.
 AH4797
 AH4797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4797.The horizontal coordinates are valid at the epoch date displayed above.
 AH4797.The epoch date for horizontal control is a decimal equivalence
 AH4797.of Year/Month/Day.
 AH4797
 AH4797.The orthometric height was determined by differential leveling.
 AH4797.The vertical network tie was performed by a horz. field party for horz.
 AH4797.obs reductions. Reset procedures were used to establish the elevation.
 AH4797
 AH4797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4797
 AH4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4797
 AH4797.The ellipsoidal height was determined by GPS observations
 AH4797.and is referenced to NAD 83.
 AH4797
 AH4797.The geoid height was determined by GEOID03.
 AH4797
 AH4797;                    North         East     Units Scale Factor Converg.
 AH4797;SPC NC       -   205,700.373   648,515.277   MT  0.99989138   +0 14 52.4
 AH4797;SPC NC       -   674,868.64  2,127,670.54   sFT  0.99989138   +0 14 52.4
 AH4797;UTM  17      - 3,942,695.377   720,077.374   MT  1.00019689   +1 24 53.9
 AH4797
 AH4797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4797!SPC NC       -   0.99998940  x   0.99989138  =   0.99988078
 AH4797!UTM  17      -   0.99998940  x   1.00019689  =   1.00018628
 AH4797
 AH4797:                Primary Azimuth Mark                     Grid Az
 AH4797:SPC NC       -  24 LB 2 AZ MK                            234 30 14.6
 AH4797:UTM  17      -  24 LB 2 AZ MK                            233 20 13.1
 AH4797
 AH4797|---------------------------------------------------------------------|
 AH4797| PID    Reference Object                     Distance      Geod. Az  |
 AH4797|                                                           dddmmss.s |
 AH4797| AH4798 24 LB 2 AZ MK                       APPROX. 1.6 KM 2344507.0 |
 AH4797|---------------------------------------------------------------------|
 AH4797
 AH4797                          SUPERSEDED SURVEY CONTROL
 AH4797
 AH4797  NAD 83(2001)-  35 36 12.78742(N)    078 34 13.79163(W) AD(       ) 1
 AH4797  ELLIP H (03/13/03)   67.563  (m)                       GP(       ) 4 2
 AH4797  NAD 83(1986)-  35 36 12.79298(N)    078 34 13.80165(W) AD(       ) 1
 AH4797
 AH4797.Superseded values are not recommended for survey control.
 AH4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4797.See file dsdata.txt to determine how the superseded data were derived.
 AH4797
 AH4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2007742695(NAD 83)
 AH4797_MARKER: DD = SURVEY DISK
 AH4797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4797_STAMPING: 24 LB 2 1978
 AH4797_MARK LOGO: NCDOT 
 AH4797_PROJECTION: FLUSH
 AH4797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4797+STABILITY: SURFACE MOTION
 AH4797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4797+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AH4797
 AH4797  HISTORY     - Date     Condition        Report By
 AH4797  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4797  HISTORY     - 19850615 GOOD             NCGS
 AH4797  HISTORY     - 19911204 GOOD             NCGS
 AH4797  HISTORY     - 19970401 GOOD             NCGS
 AH4797
 AH4797                          STATION DESCRIPTION
 AH4797
 AH4797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4797'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) WEST-SOUTHWEST OF CLAYTON
 AH4797'AND 11.9 KM (7.40 MI) SOUTH-SOUTHEAST OF GARNER. ALONG NC 42 FOR 2.8
 AH4797'KM (1.75 MI) EAST FROM NC 50, IN THE NORTH MOST QUADRANT OF THE SR
 AH4797'1010 CROSSROAD (IN DRUGSTORE COMMUNITY). STATION IS A STANDARD NCDOT
 AH4797'DISK STAMPED---24 LB 2 1978---, SET INTO THE TOP OF A SQUARE CONCRETE
 AH4797'POST 15 CM ON A SIDE FLUSH WITH GROUND. LOCATED 8.4 M (27.6 FT)
 AH4797'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 59.7 M (195.9 FT)
 AH4797'NORTHEAST OF THE CENTERLINE OF THE CROSSROADS INTERSECTION, 14.6 M
 AH4797'(47.9 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY, 14.9 M (48.9
 AH4797'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 34.7 M (113.8
 AH4797'FT) EAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 18.1 M (59.4 FT)
 AH4797'EAST-NORTHEAST OF A POWER POLE WITH A TRAFFIC CONTROL BOX AND A
 AH4797'REFERENCE TAG. MARK IS 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY.
 AH4797
 AH4797                          STATION RECOVERY (1991)
 AH4797
 AH4797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4797'STATION IS LOCATED ABOUT 15.3 MI (24.6 KM) NORTH OF BENSON, 7.4 MI
 AH4797'(11.9 KM) SOUTH-SOUTHEAST OF GARNER, IN DRUG STORE COMMUNITY. ALONG NC
 AH4797'42 FOR 0.42 MI (0.68 KM) SOUTHWEST FROM THE OVERPASS BRIDGE OF I-40
 AH4797'(EXIT 304 INTERCHANGE) TO SR 1010 (CLEVELAND RD), IN THE NORTH
 AH4797'QUADRANT OF THE CROSSROADS. MARK IS 1-FOOT LOWER THAN HIGHWAY AND
 AH4797'RECESSED 1 INCH BELOW GROUND. LOCATED 27.5 FT (8.4 M) NORTHWEST OF THE
 AH4797'CENTERLINE OF HIGHWAY, 196.0 FT (59.7 M) NORTHEAST OF THE CENTERLINE
 AH4797'OF THE CROSSROADS, 49.0 FT (14.9 M) SOUTHEAST OF THE SOUTHEAST CORNER
 AH4797'OF A GARAGE, 38.4 FT (11.7 M) SOUTH-SOUTHWEST OF A RAIL FENCE CORNER
 AH4797'POST, 113.7 FT (34.7 M) EAST OF THE SOUTHEAST CORNER OF A HOUSE, AND
 AH4797'60.0 FT (18.3 M) EAST-NORTHEAST OF A POWER POLE WITH TRAFFIC CONTROL
 AH4797'BOX AND REFERENCE TAG.
 AH4797
 AH4797                          STATION RECOVERY (1997)
 AH4797
 AH4797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4797'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4798 ***********************************************************************
 AH4798  DESIGNATION -  24 LB 2 AZ MK
 AH4798  PID         -  AH4798
 AH4798  STATE/COUNTY-  NC/JOHNSTON
 AH4798  USGS QUAD   -  EDMONDSON (1993)
 AH4798
 AH4798                         *CURRENT SURVEY CONTROL
 AH4798  ___________________________________________________________________
 AH4798* NAD 83(2007)-  35 35 43.44995(N)    078 35 04.61386(W)     ADJUSTED  
 AH4798* NAVD 88     -        91.701  (meters)     300.86   (feet)  ADJUSTED  
 AH4798  ___________________________________________________________________
 AH4798  EPOCH DATE  -        2002.00
 AH4798  X           -   1,027,663.823 (meters)                     COMP
 AH4798  Y           -  -5,089,590.830 (meters)                     COMP
 AH4798  Z           -   3,691,814.177 (meters)                     COMP
 AH4798  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 AH4798  ELLIP HEIGHT-          58.257 (meters)          (02/10/07) ADJUSTED
 AH4798  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AH4798  DYNAMIC HT  -          91.621 (meters)     300.59  (feet)  COMP
 AH4798
 AH4798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4798  Type    PID    Designation                      North   East  Ellip
 AH4798  -------------------------------------------------------------------
 AH4798  NETWORK AH4798 24 LB 2 AZ MK                     1.47   1.47   2.76
 AH4798  -------------------------------------------------------------------
 AH4798  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 AH4798
 AH4798  VERT ORDER  -  SECOND    CLASS II
 AH4798
 AH4798.The horizontal coordinates were established by GPS observations
 AH4798.and adjusted by the National Geodetic Survey in February 2007.
 AH4798
 AH4798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4798.The horizontal coordinates are valid at the epoch date displayed above.
 AH4798.The epoch date for horizontal control is a decimal equivalence
 AH4798.of Year/Month/Day.
 AH4798
 AH4798.The orthometric height was determined by differential leveling
 AH4798.and adjusted in November 1999.
 AH4798.No vertical observational check was made to the station.
 AH4798
 AH4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4798
 AH4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4798
 AH4798.The ellipsoidal height was determined by GPS observations
 AH4798.and is referenced to NAD 83.
 AH4798
 AH4798.The geoid height was determined by GEOID03.
 AH4798
 AH4798.The dynamic height is computed by dividing the NAVD 88
 AH4798.geopotential number by the normal gravity value computed on the
 AH4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4798.degrees latitude (g = 980.6199 gals.).
 AH4798
 AH4798.The modeled gravity was interpolated from observed gravity values.
 AH4798
 AH4798;                    North         East     Units Scale Factor Converg.
 AH4798;SPC NC       -   204,790.864   647,240.006   MT  0.99989052   +0 14 23.1
 AH4798;SPC NC       -   671,884.69  2,123,486.59   sFT  0.99989052   +0 14 23.1
 AH4798;UTM  17      - 3,941,759.803   718,820.509   MT  1.00019009   +1 24 23.2
 AH4798
 AH4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4798!SPC NC       -   0.99999086  x   0.99989052  =   0.99988138
 AH4798!UTM  17      -   0.99999086  x   1.00019009  =   1.00018094
 AH4798
 AH4798:                Primary Azimuth Mark                     Grid Az
 AH4798:SPC NC       -  24 LB 2                                  054 30 14.3
 AH4798:UTM  17      -  24 LB 2                                  053 20 14.2
 AH4798
 AH4798|---------------------------------------------------------------------|
 AH4798| PID    Reference Object                     Distance      Geod. Az  |
 AH4798|                                                           dddmmss.s |
 AH4798| AH4797 24 LB 2                             APPROX. 1.6 KM 0544437.4 |
 AH4798|---------------------------------------------------------------------|
 AH4798
 AH4798                          SUPERSEDED SURVEY CONTROL
 AH4798
 AH4798  NAD 83(2001)-  35 35 43.45012(N)    078 35 04.61376(W) AD(       ) 1
 AH4798  ELLIP H (03/13/03)   58.265  (m)                       GP(       ) 4 2
 AH4798  NAD 83(1986)-  35 35 43.45570(N)    078 35 04.62386(W) AD(       ) 1
 AH4798  NAVD 88 (11/04/98)   91.70   (m)          300.9    (f) LEVELING    3  
 AH4798
 AH4798.Superseded values are not recommended for survey control.
 AH4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4798.See file dsdata.txt to determine how the superseded data were derived.
 AH4798
 AH4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1882141760(NAD 83)
 AH4798_MARKER: DZ = AZIMUTH MARK DISK
 AH4798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4798_STAMPING: 24 LB 2 AZ 1 1980
 AH4798_MARK LOGO: NCDOT 
 AH4798_PROJECTION: FLUSH
 AH4798_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4798+STABILITY: SURFACE MOTION
 AH4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4798+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 AH4798
 AH4798  HISTORY     - Date     Condition        Report By
 AH4798  HISTORY     - 1980     MONUMENTED       NCDOT
 AH4798  HISTORY     - 19971105 GOOD             NCGS
 AH4798  HISTORY     - 19980929 GOOD             NCGS
 AH4798
 AH4798                          STATION DESCRIPTION
 AH4798
 AH4798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4798'STATION IS LOCATED ABOUT 8 MI (12.9 KM) WEST OF CLAYTON. ALONG NC 42
 AH4798'FOR 1.4 MI (2.3 KM) WEST FROM I-40. MARK IS ABOUT LEVEL WITH NC 42 AND
 AH4798'IS RECESSED 1-INCH BELOW GROUND. LOCATED 27.4 FT (8.4 M)
 AH4798'SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 42, 72.2 FT (22.0 M)
 AH4798'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL NUMBER P 42 ACROSS NC 42, 25.7
 AH4798'FT (7.8 M) EAST OF THE EAST END OF A DRIVE CULVERT, 11.2 FT (3.4 M)
 AH4798'SOUTHWEST OF THE WEST END OF A FIELD ENTRANCE CULVERT AND 33.7 FT
 AH4798'(10.3 M) NORTH OF POWER POLE NUMBER LF06BJ WITH A REFERENCE TAG.
 AH4798
 AH4798                          STATION RECOVERY (1998)
 AH4798
 AH4798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH4798'STATION IS LOCATED ALONG NC 42 FOR 1.4 MI (2.3 KM) WEST FROM I-40.
 AH4798'MARK IS ABOUT LEVEL WITH NC 42 AND IS RECESSED 1-INCH BELOW GROUND.
 AH4798'LOCATED 27.4 FT (8.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 42,
 AH4798'72.2 FT (22.0 M) SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL NUMBER P 42
 AH4798'ACROSS NC 42, 25.7 FT (7.8 M) EAST OF THE EAST END OF A DRIVE CULVERT,
 AH4798'11.2 FT (3.4 M) SOUTHWEST OF THE WEST END OF A FIELD ENTRANCE CULVERT
 AH4798'AND 33.7 FT (10.3 M) NORTH OF POWER POLE NUMBER LF06BJ WITH A
 AH4798'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2204 ***********************************************************************
 EB2204  DESIGNATION -  24 WC 3
 EB2204  PID         -  EB2204
 EB2204  STATE/COUNTY-  NC/COLUMBUS
 EB2204  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 EB2204
 EB2204                         *CURRENT SURVEY CONTROL
 EB2204  ___________________________________________________________________
 EB2204* NAD 83(2001)-  34 19 18.63527(N)    078 31 19.76920(W)     ADJUSTED  
 EB2204* NAVD 88     -        19.     (meters)      62.     (feet)  VERTCON   
 EB2204  ___________________________________________________________________
 EB2204  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EB2204  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EB2204  HORZ ORDER  -  SECOND
 EB2204
 EB2204.The horizontal coordinates were established by classical geodetic methods
 EB2204.and adjusted by the National Geodetic Survey in August 2005.
 EB2204
 EB2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2204
 EB2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2204
 EB2204.The geoid height was determined by GEOID03.
 EB2204
 EB2204;                    North         East     Units Scale Factor Converg.
 EB2204;SPC NC       -    63,542.747   653,579.325   MT  1.00000320   +0 16 32.9
 EB2204;SPC NC       -   208,473.16  2,144,284.84   sFT  1.00000320   +0 16 32.9
 EB2204;UTM  17      - 3,800,622.860   727,982.821   MT  1.00024073   +1 23 51.8
 EB2204
 EB2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2204!SPC NC       -   1.00000258  x   1.00000320  =   1.00000578
 EB2204!UTM  17      -   1.00000258  x   1.00024073  =   1.00024331
 EB2204
 EB2204                          SUPERSEDED SURVEY CONTROL
 EB2204
 EB2204  NAD 83(1986)-  34 19 18.63932(N)    078 31 19.77911(W) AD(       ) 2
 EB2204  NAD 27      -  34 19 18.04041(N)    078 31 20.74347(W) AD(       ) 2
 EB2204  NGVD 29 (07/19/86)   19.     (m)           62.     (f) VERT ANG    3  
 EB2204
 EB2204.Superseded values are not recommended for survey control.
 EB2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2204.See file dsdata.txt to determine how the superseded data were derived.
 EB2204
 EB2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2798300623(NAD 83)
 EB2204_MARKER: DD = SURVEY DISK
 EB2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2204_STAMPING: 24 WC 3 1969
 EB2204_MARK LOGO: NCHC  
 EB2204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2204
 EB2204  HISTORY     - Date     Condition        Report By
 EB2204  HISTORY     - 1971     MONUMENTED       NCDOT
 EB2204  HISTORY     - 1979     MARK NOT FOUND   NCGS
 EB2204  HISTORY     - 20031008 MARK NOT FOUND   NCGS
 EB2204
 EB2204                          STATION DESCRIPTION
 EB2204
 EB2204'DESCRIBED BY 
NC DOT 1971
 EB2204'STATION DEPOT NCGS IS LOCATED IN LAKE WACCAMAW.  IT IS AT THE
 EB2204'INTERSECTION OF U.S. 74, U.S. 76 AND NC 214 EAST LEG
 EB2204'(BROADWAY) IN LAKE WACCAMAW.  IN THE SOUTHEAST QUADRANT OF THE
 EB2204'INTERSECTION, NEAR THE SOUTHEAST CORNER OF LAKE WACCAMAW
 EB2204'RAILROAD STATION DEPOT.
 EB2204'
 EB2204'24 WC 3 (NCSHC) IS 196.4 FT W OF STATION DEPOT, APPROXIMATELY
 EB2204'100 FT S OF INTERSECTION OF U.S. 74, U.S. 76 AND NC 214, 50.5 FT
 EB2204'W OF INTERSECTION OF NC 214 AND SCL RR, 26 FT N OF C/L OF DIRT
 EB2204'ROAD, AND 8.5 FT S OF S RAIL OF SCL RR.  STATION IS A STANDARD
 EB2204'NCSHC BRONZE DISK SET IN TOP OF CONCRETE POST FLUSH WITH THE
 EB2204'GROUND.
 EB2204
 EB2204                          STATION RECOVERY (1979)
 EB2204
 EB2204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB2204'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS PROBABLY DESTROYED
 EB2204'WHEN RAILROAD WAS REMOVED.
 EB2204
 EB2204                          STATION RECOVERY (2003)
 EB2204
 EB2204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EB2204'NOT FOUND, AGREE WITH 1979 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2183 ***********************************************************************
 EB2183  DESIGNATION -  24 WC 5
 EB2183  PID         -  EB2183
 EB2183  STATE/COUNTY-  NC/COLUMBUS
 EB2183  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 EB2183
 EB2183                         *CURRENT SURVEY CONTROL
 EB2183  ___________________________________________________________________
 EB2183* NAD 83(2001)-  34 19 18.59632(N)    078 29 18.73014(W)     ADJUSTED  
 EB2183* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 EB2183  ___________________________________________________________________
 EB2183  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EB2183  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EB2183  HORZ ORDER  -  SECOND
 EB2183
 EB2183.The horizontal coordinates were established by classical geodetic methods
 EB2183.and adjusted by the National Geodetic Survey in August 2005.
 EB2183
 EB2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2183
 EB2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2183
 EB2183.The geoid height was determined by GEOID03.
 EB2183
 EB2183;                    North         East     Units Scale Factor Converg.
 EB2183;SPC NC       -    63,556.966   656,673.697   MT  1.00000321   +0 17 42.7
 EB2183;SPC NC       -   208,519.81  2,154,436.95   sFT  1.00000321   +0 17 42.7
 EB2183;UTM  17      - 3,800,697.670   731,077.084   MT  1.00025824   +1 25 00.1
 EB2183
 EB2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2183!SPC NC       -   1.00000274  x   1.00000321  =   1.00000595
 EB2183!UTM  17      -   1.00000274  x   1.00025824  =   1.00026099
 EB2183
 EB2183                          SUPERSEDED SURVEY CONTROL
 EB2183
 EB2183  NAD 83(1986)-  34 19 18.60074(N)    078 29 18.74062(W) AD(       ) 2
 EB2183  NAD 27      -  34 19 18.00199(N)    078 29 19.70889(W) AD(       ) 2
 EB2183  NGVD 29 (07/19/86)   18.     (m)           59.     (f) VERT ANG    3  
 EB2183
 EB2183.Superseded values are not recommended for survey control.
 EB2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2183.See file dsdata.txt to determine how the superseded data were derived.
 EB2183
 EB2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3107700698(NAD 83)
 EB2183_MARKER: DD = SURVEY DISK
 EB2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2183_STAMPING: 24 WC 5 1969
 EB2183_MARK LOGO: NCHC  
 EB2183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2183
 EB2183  HISTORY     - Date     Condition        Report By
 EB2183  HISTORY     - 1971     MONUMENTED       NCGS
 EB2183  HISTORY     - 1979     MARK NOT FOUND   NCGS
 EB2183
 EB2183                          STATION DESCRIPTION
 EB2183
 EB2183'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2183'24 WC 5 (NCSHC) IS 3450.1 FT E OF STATION WANNISH, 66.6 FT S
 EB2183'OF C/L OF U.S. 74 AND 76, 210.6 FT ENE OF NE CORNER OF A SWITCH
 EB2183'BOX FOUNDATION, 38.5 FT NW OF RR MILEPOST NO. 278, AND 16.1 FT
 EB2183'N OF N RAIL OF SCL RR.  STATION IS A STANDARD NCSHC BRONZE DISK
 EB2183'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EB2183
 EB2183                          STATION RECOVERY (1979)
 EB2183
 EB2183'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB2183'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS
 EB2183'INADEQUATE FOR LOCATING THE MONUMENT.  THE RAILROAD HAS BEEN
 EB2183'DISMANTLED AND ALL REFERENCES ARE GONE EXCEPT THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6047 ***********************************************************************
 DH6047  DESIGNATION -  24 WSM
 DH6047  PID         -  DH6047
 DH6047  STATE/COUNTY-  NC/ANSON
 DH6047  USGS QUAD   -  RUSSELLVILLE (1971)
 DH6047
 DH6047                         *CURRENT SURVEY CONTROL
 DH6047  ___________________________________________________________________
 DH6047* NAD 83(1986)-  34 58 42.     (N)    080 07 41.     (W)     SCALED    
 DH6047* NAVD 88     -        84.267  (meters)     276.47   (feet)  ADJUSTED  
 DH6047  ___________________________________________________________________
 DH6047  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DH6047  DYNAMIC HT  -          84.190 (meters)     276.21  (feet)  COMP
 DH6047  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 DH6047
 DH6047  VERT ORDER  -  SECOND    CLASS II
 DH6047
 DH6047.The horizontal coordinates were scaled from a topographic map and have
 DH6047.an estimated accuracy of +/- 6 seconds.
 DH6047
 DH6047.The orthometric height was determined by differential leveling
 DH6047.and adjusted in August 2007.
 DH6047
 DH6047.The geoid height was determined by GEOID03.
 DH6047
 DH6047.The dynamic height is computed by dividing the NAVD 88
 DH6047.geopotential number by the normal gravity value computed on the
 DH6047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6047.degrees latitude (g = 980.6199 gals.).
 DH6047
 DH6047.The modeled gravity was interpolated from observed gravity values.
 DH6047
 DH6047;                    North         East    Units  Estimated Accuracy
 DH6047;SPC NC       -   136,840.      506,610.      MT  (+/- 180 meters Scaled)
 DH6047
 DH6047                          SUPERSEDED SURVEY CONTROL
 DH6047
 DH6047.No superseded survey control is available for this station.
 DH6047
 DH6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU795709(NAD 83)
 DH6047_MARKER: DB = BENCH MARK DISK
 DH6047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6047_SP_SET: HEADWALL
 DH6047_STAMPING: 24 WSM 1954 277
 DH6047_MARK LOGO: USGS  
 DH6047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6047+STABILITY: SURFACE MOTION
 DH6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6047+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 DH6047
 DH6047  HISTORY     - Date     Condition        Report By
 DH6047  HISTORY     - 1954     MONUMENTED       USGS
 DH6047  HISTORY     - 20040225 GOOD             NCGS
 DH6047
 DH6047                          STATION DESCRIPTION
 DH6047
 DH6047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DH6047'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF WADESBORO.  PROCEED
 DH6047'ALONG US 74 FOR 1.45 MI (2.33 KM) WEST FROM NC 52, THENCE
 DH6047'WEST-SOUTHWEST FOR 0.6 MI (1.0 KM) ALONG SR 1207 (OLD US 74) , ON THE
 DH6047'NORTH SIDE OF THE ROAD.  MARK IS ABOUT 1-FOOT LOWER THAN SR 1207.
 DH6047'LOCATED 17.0 FT (5.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1207,
 DH6047'301.5 FT (91.9 M) NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1207
 DH6047'AND SR 1208 AND 22.3 FT (6.8 M) SOUTH OF A POWER POLE, 52.3 FT (15.9
 DH6047'M) NORTH-NORTHEAST OF A POWER POLE, BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4453 ***********************************************************************
 FA4453  DESIGNATION -  240 RM
 FA4453  PID         -  FA4453
 FA4453  STATE/COUNTY-  NC/MECKLENBURG
 FA4453  USGS QUAD   -  DERITA (1993)
 FA4453
 FA4453                         *CURRENT SURVEY CONTROL
 FA4453  ___________________________________________________________________
 FA4453* NAD 83(2001)-  35 16 40.21712(N)    080 46 32.72785(W)     NO CHECK  
 FA4453* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 FA4453  ___________________________________________________________________
 FA4453  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FA4453  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA4453  HORZ ORDER  -  THIRD
 FA4453
 FA4453.The horizontal coordinates were established by classical geodetic methods
 FA4453.and adjusted by the National Geodetic Survey in August 2005.
 FA4453.No horizontal observational check was made to the station.
 FA4453
 FA4453.The orthometric height was scaled from a topographic map.
 FA4453
 FA4453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4453
 FA4453.The geoid height was determined by GEOID03.
 FA4453
 FA4453;                    North         East     Units Scale Factor Converg.
 FA4453;SPC NC       -   170,927.767   448,074.578   MT  0.99987270   -1 01 29.7
 FA4453;SPC NC       -   560,785.52  1,470,058.01   sFT  0.99987270   -1 01 29.7
 FA4453;UTM  17      - 3,903,878.008   520,393.088   MT  0.99960513   +0 07 46.2
 FA4453
 FA4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4453!SPC NC       -   0.99996729  x   0.99987270  =   0.99984000
 FA4453!UTM  17      -   0.99996729  x   0.99960513  =   0.99957243
 FA4453
 FA4453                          SUPERSEDED SURVEY CONTROL
 FA4453
 FA4453  NAD 83(1986)-  35 16 40.23189(N)    080 46 32.73613(W) AD(       ) 3
 FA4453
 FA4453.Superseded values are not recommended for survey control.
 FA4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4453.See file dsdata.txt to determine how the superseded data were derived.
 FA4453
 FA4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2039303878(NAD 83)
 FA4453_MARKER: A = ALUMINUM MARKER
 FA4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4453_SP_SET: CONCRETE POST
 FA4453_STAMPING: 240
 FA4453_MARK LOGO: NC0870
 FA4453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4453+STABILITY: SURFACE MOTION
 FA4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4453+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 FA4453
 FA4453  HISTORY     - Date     Condition        Report By
 FA4453  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4453  HISTORY     - 19970929 GOOD             USPSQD
 FA4453  HISTORY     - 19990129 GOOD             USPSQD
 FA4453  HISTORY     - 20051203 GOOD             GEOCAC
 FA4453
 FA4453                          STATION DESCRIPTION
 FA4453
 FA4453'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4453'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.03 KM (4.99 MI) NORTHEAST OF
 FA4453'CHARLOTTE.
 FA4453'MARK REACHED BY FIRST GOING TO GPS STATION M 040. (131.23 FT) TO REACH
 FA4453'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2480
 FA4453'(SUGAR CREEK ROAD), PROCEED NORTH FOR 0.08 KM (0.05 MI) TO INTERSTATE
 FA4453'85 ACCESS ROAD. GO EAST ON ACCESS ROAD FOR 0.48 KM (0.30 MI) TO
 FA4453'INTERSECTION OF S.R.2548 (TOM HUNTER ROAD). PROCEED SOUTHEAST ON S
 FA4453'.R.2548 FOR 1.12 KM (0.70 MI) TO INTERSECTION OF HIDDEN FOREST DRIVE.
 FA4453'GO SOUTH ON HIDDEN FOREST DRIVE FOR 0.80 KM (0.50 MI) TO STATION
 FA4453'LOCATED IN MEDIAN OF ROAD.
 FA4453'TO REACH THE REFERENCE MARK FROM THE GPS STATION, PROCEED EAST ON
 FA4453'PONDELLA DRIVE FOR 0.32 KM (0.20 MI) TO THE MARK AT THE CORNER OF
 FA4453'PONDELLIA DRIVE AND MONTIETH DRIVE, 0.60 M (1.97 FT) EAST OF THE
 FA4453'SIDEWALK.  THE MARK IS COMPASS BEARING N81E AND DISTANCE 248.240 M
 FA4453'(814.434 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED 240.
 FA4453
 FA4453                          STATION RECOVERY (1997)
 FA4453
 FA4453'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4453'RECOVERED IN GOOD CONDITION.
 FA4453
 FA4453                          STATION RECOVERY (1999)
 FA4453
 FA4453'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4453'RECOVERED IN GOOD CONDITION.
 FA4453
 FA4453                          STATION RECOVERY (2005)
 FA4453
 FA4453'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4454 ***********************************************************************
 FA4454  DESIGNATION -  241 AZ MK
 FA4454  PID         -  FA4454
 FA4454  STATE/COUNTY-  NC/MECKLENBURG
 FA4454  USGS QUAD   -  MOUNT HOLLY (1993)
 FA4454
 FA4454                         *CURRENT SURVEY CONTROL
 FA4454  ___________________________________________________________________
 FA4454* NAD 83(2001)-  35 15 27.23545(N)    081 01 26.85070(W)     NO CHECK  
 FA4454* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 FA4454  ___________________________________________________________________
 FA4454  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 FA4454  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FA4454  HORZ ORDER  -  THIRD
 FA4454
 FA4454.The horizontal coordinates were established by classical geodetic methods
 FA4454.and adjusted by the National Geodetic Survey in August 2005.
 FA4454.No horizontal observational check was made to the station.
 FA4454
 FA4454.The orthometric height was scaled from a topographic map.
 FA4454
 FA4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4454
 FA4454.The geoid height was determined by GEOID03.
 FA4454
 FA4454;                    North         East     Units Scale Factor Converg.
 FA4454;SPC NC       -   169,111.746   425,439.641   MT  0.99987260   -1 10 05.8
 FA4454;SPC NC       -   554,827.45  1,395,796.56   sFT  0.99987260   -1 10 05.8
 FA4454;UTM  17      - 3,901,606.963   497,805.457   MT  0.99960006   -0 00 50.1
 FA4454
 FA4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4454!SPC NC       -   0.99997521  x   0.99987260  =   0.99984781
 FA4454!UTM  17      -   0.99997521  x   0.99960006  =   0.99957528
 FA4454
 FA4454                          SUPERSEDED SURVEY CONTROL
 FA4454
 FA4454  NAD 83(1986)-  35 15 27.24835(N)    081 01 26.85763(W) AD(       ) 3
 FA4454
 FA4454.Superseded values are not recommended for survey control.
 FA4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4454.See file dsdata.txt to determine how the superseded data were derived.
 FA4454
 FA4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9780501607(NAD 83)
 FA4454_MARKER: A = ALUMINUM MARKER
 FA4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4454_SP_SET: CONCRETE POST
 FA4454_STAMPING: 241
 FA4454_MARK LOGO: NC0870
 FA4454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4454+STABILITY: SURFACE MOTION
 FA4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4454+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004
 FA4454
 FA4454  HISTORY     - Date     Condition        Report By
 FA4454  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4454  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 FA4454  HISTORY     - 20040407 GOOD             USPSQD
 FA4454
 FA4454                          STATION DESCRIPTION
 FA4454
 FA4454'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4454'MARK IS LOCATED IN MECKLENBURG COUNTY, 14.5  KM (9.01 MI) WEST OF
 FA4454'CHARLOTTE.
 FA4454'MARK REACHED BY FIRST GOING TO GPS STATION M 041. (134.51 FT) TO REACH
 FA4454'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND ROUTE 273,
 FA4454'PROCEED IN NORTH LANE OF INTERSTATE 85 FOR 1.28 KM (0.80 MI) TO
 FA4454'STATION IN FRONT OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WEIGH
 FA4454'STATION.
 FA4454'TO REACH THE AZIMUTH MARK FROM GPS STATION M 041, PROCEED SOUTH ON
 FA4454'INTERSTATE 85 FOR 1.44 KM (0.89 MI) TO THE MARK ON THE SOUTH LANE OFF
 FA4454'RAMP OF EXIT 27 FOR ROUTE 273, 2.22 M (7.28 FT) FROM THE EDGE OF
 FA4454'PAVEMENT.  THE AZIMUTH MARK IS TO THE WEST AND A DISTANCE OF 1467.741
 FA4454'M (4815.414 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED
 FA4454'241.
 FA4454
 FA4454                          STATION RECOVERY (1996)
 FA4454
 FA4454'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4454'MARK NOT FOUND.
 FA4454
 FA4454                          STATION RECOVERY (2004)
 FA4454
 FA4454'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4454'REPORTED NOT FOUND BY USPSQ IN 1996.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2056 ***********************************************************************
 EB2056  DESIGNATION -  241 JJS
 EB2056  PID         -  EB2056
 EB2056  STATE/COUNTY-  NC/SAMPSON
 EB2056  USGS QUAD   -  CLINTON SOUTH (1986)
 EB2056
 EB2056                         *CURRENT SURVEY CONTROL
 EB2056  ___________________________________________________________________
 EB2056* NAD 83(2001)-  34 54 53.95380(N)    078 15 13.70985(W)     ADJUSTED  
 EB2056* NAVD 88     -        44.60   (+/-2cm)     146.3    (feet)  VERTCON   
 EB2056  ___________________________________________________________________
 EB2056  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EB2056  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EB2056  HORZ ORDER  -  SECOND
 EB2056  VERT ORDER  -  THIRD ? (See Below)
 EB2056
 EB2056.The horizontal coordinates were established by classical geodetic methods
 EB2056.and adjusted by the National Geodetic Survey in August 2005.
 EB2056
 EB2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2056.The vertical order pertains to the NGVD 29 superseded value.
 EB2056
 EB2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2056
 EB2056.The geoid height was determined by GEOID03.
 EB2056
 EB2056;                    North         East     Units Scale Factor Converg.
 EB2056;SPC NC       -   129,488.658   677,781.913   MT  0.99988976   +0 25 50.4
 EB2056;SPC NC       -   424,830.71  2,223,689.49   sFT  0.99988976   +0 25 50.4
 EB2056;UTM  17      - 3,867,058.415   750,886.832   MT  1.00037585   +1 34 21.5
 EB2056
 EB2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2056!SPC NC       -   0.99999850  x   0.99988976  =   0.99988826
 EB2056!UTM  17      -   0.99999850  x   1.00037585  =   1.00037435
 EB2056
 EB2056:                Primary Azimuth Mark                     Grid Az
 EB2056:SPC NC       -  HOLLY                                    336 52 41.9
 EB2056:UTM  17      -  HOLLY                                    335 44 10.8
 EB2056
 EB2056|---------------------------------------------------------------------|
 EB2056| PID    Reference Object                     Distance      Geod. Az  |
 EB2056|                                                           dddmmss.s |
 EB2056| EB2048 HOLLY                               APPROX. 1.1 KM 3371832.3 |
 EB2056|---------------------------------------------------------------------|
 EB2056
 EB2056                          SUPERSEDED SURVEY CONTROL
 EB2056
 EB2056  NAD 83(1986)-  34 54 53.96398(N)    078 15 13.72301(W) AD(       ) 2
 EB2056  NAD 27      -  34 54 53.35991(N)    078 15 14.73521(W) AD(       ) 2
 EB2056  NGVD 29 (07/19/86)   44.88   (m)          147.2    (f) LEVELING    3  
 EB2056
 EB2056.Superseded values are not recommended for survey control.
 EB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2056.See file dsdata.txt to determine how the superseded data were derived.
 EB2056
 EB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5088767058(NAD 83)
 EB2056_MARKER: DD = SURVEY DISK
 EB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2056+STABILITY: SURFACE MOTION
 EB2056
 EB2056  HISTORY     - Date     Condition        Report By
 EB2056  HISTORY     - 1951     MONUMENTED       USGS
 EB2056
 EB2056                          STATION DESCRIPTION
 EB2056
 EB2056'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JWC)
 EB2056'241 JJS IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2056'VICINITY OF CLINTON, NORTH CAROLINA.
 EB2056'
 EB2056'241 JJS IS LOCATED 6.9 MILES SE OF CLINTON, AND 12.0 MILES NE OF
 EB2056'GARLAND.  TO REACH STATION FROM US 421 UNDERPASS OF US 701 SOUTH OF
 EB2056'CLINTON, PROCEED SOUTH ALONG US 421 FOR 4.55 MILES TO STATION IN
 EB2056'MOUNT GILEAD CHURCH YARD BY FRONT STEPS.  APPROXIMATELY 250 FEET
 EB2056'NE OF INTERSECTION OF US 421 AND SR 1147.
 EB2056'
 EB2056'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE
 EB2056'TOP OF CONCRETE CYLINDER SET FLUSH WITH THE GROUND, STAMPED 241 JJS
 EB2056'1951.
 EB2056'
 EB2056'MARK IS
 EB2056'
 EB2056'181.4 FEET E OF C/L OF US 421.
 EB2056'4.1 FEET S OF SOUTH WALL OF STEPS.
 EB2056'18.2 FEET W OF SW CORNER OF CHURCH.
 EB2056'43.8 FEET SSE OF LAMP POST W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0895 ***********************************************************************
 FB0895  DESIGNATION -  2417
 FB0895  PID         -  FB0895
 FB0895  STATE/COUNTY-  NC/MADISON
 FB0895  USGS QUAD   -  MARS HILL (1990)
 FB0895
 FB0895                         *CURRENT SURVEY CONTROL
 FB0895  ___________________________________________________________________
 FB0895* NAD 83(1986)-  35 49 52.     (N)    082 32 45.     (W)     SCALED    
 FB0895* NAVD 88     -       735.81   (+/-2cm)    2414.1    (feet)  VERTCON   
 FB0895  ___________________________________________________________________
 FB0895  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB0895  VERT ORDER  -  ? (See Below)
 FB0895
 FB0895.The horizontal coordinates were scaled from a topographic map and have
 FB0895.an estimated accuracy of +/- 6 seconds.
 FB0895
 FB0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0895.The vertical order pertains to the NGVD 29 superseded value.
 FB0895
 FB0895.The geoid height was determined by GEOID03.
 FB0895
 FB0895;                    North         East    Units  Estimated Accuracy
 FB0895;SPC NC       -   236,580.      289,310.      MT  (+/- 180 meters Scaled)
 FB0895
 FB0895                          SUPERSEDED SURVEY CONTROL
 FB0895
 FB0895  NGVD 29 (??/??/92)  735.902  (m)         2414.37   (f) ADJ UNCH    ?  
 FB0895
 FB0895.Superseded values are not recommended for survey control.
 FB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0895.See file dsdata.txt to determine how the superseded data were derived.
 FB0895
 FB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV603663(NAD 83)
 FB0895_MARKER: DD = SURVEY DISK
 FB0895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0895_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0895_STAMPING: 2417 ASH
 FB0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0895
 FB0895  HISTORY     - Date     Condition        Report By
 FB0895  HISTORY     - UNK      MONUMENTED       USGS
 FB0895  HISTORY     - 1938     GOOD             NGS
 FB0895
 FB0895                          STATION DESCRIPTION
 FB0895
 FB0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB0895'0.4 MI N FROM MARS HILL.
 FB0895'0.4 MILE NORTH ALONG STATE HIGHWAY 213 AND 36A FROM THE POST
 FB0895'OFFICE AT MARS HILL, 125 FEET SOUTHEAST OF THE OLD MARS HILL
 FB0895'GRAMMAR SCHOOL, AT THE SOUTHWEST CORNER OF THE JESS THOMAS
 FB0895'PROPERTY, 43.4 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD
 FB0895'BARN, 11 FEET NORTHWEST OF THE HIGHWAY, 10 FEET NORTHWEST OF A SIDE
 FB0895'ROAD SIGN, AND 7.2 FEET SOUTHWEST OF A 16-INCH RED OAK TREE.
 FB0895'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2417
 FB0895'ASH AND SET IN THE TOP OF AN IRON PIPE PROJECTING ABOUT 1 FOOT
 FB0895'HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4455 ***********************************************************************
 FA4455  DESIGNATION -  242 RM
 FA4455  PID         -  FA4455
 FA4455  STATE/COUNTY-  NC/MECKLENBURG
 FA4455  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4455
 FA4455                         *CURRENT SURVEY CONTROL
 FA4455  ___________________________________________________________________
 FA4455* NAD 83(2001)-  35 15 06.42376(N)    080 56 29.59001(W)     NO CHECK  
 FA4455* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FA4455  ___________________________________________________________________
 FA4455  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FA4455  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FA4455  HORZ ORDER  -  THIRD
 FA4455
 FA4455.The horizontal coordinates were established by classical geodetic methods
 FA4455.and adjusted by the National Geodetic Survey in August 2005.
 FA4455.No horizontal observational check was made to the station.
 FA4455
 FA4455.The orthometric height was scaled from a topographic map.
 FA4455
 FA4455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4455
 FA4455.The geoid height was determined by GEOID03.
 FA4455
 FA4455;                    North         East     Units Scale Factor Converg.
 FA4455;SPC NC       -   168,320.512   432,938.831   MT  0.99987259   -1 07 14.2
 FA4455;SPC NC       -   552,231.55  1,420,400.15   sFT  0.99987259   -1 07 14.2
 FA4455;UTM  17      - 3,900,967.141   505,317.017   MT  0.99960035   +0 02 01.4
 FA4455
 FA4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4455!SPC NC       -   0.99996890  x   0.99987259  =   0.99984149
 FA4455!UTM  17      -   0.99996890  x   0.99960035  =   0.99956926
 FA4455
 FA4455                          SUPERSEDED SURVEY CONTROL
 FA4455
 FA4455  NAD 83(1986)-  35 15 06.43777(N)    080 56 29.59725(W) AD(       ) 3
 FA4455
 FA4455.Superseded values are not recommended for survey control.
 FA4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4455.See file dsdata.txt to determine how the superseded data were derived.
 FA4455
 FA4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0531700967(NAD 83)
 FA4455_MARKER: A = ALUMINUM MARKER
 FA4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4455_SP_SET: CONCRETE POST
 FA4455_STAMPING: 242
 FA4455_MARK LOGO: NC0870
 FA4455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4455+STABILITY: SURFACE MOTION
 FA4455
 FA4455  HISTORY     - Date     Condition        Report By
 FA4455  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4455  HISTORY     - 19960214 GOOD             USPSQD
 FA4455  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA4455
 FA4455                          STATION DESCRIPTION
 FA4455
 FA4455'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4455'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.98 KM (5.58 MI) NORTHWEST OF
 FA4455'CHARLOTTE.
 FA4455'MARK REACHED BY FIRST GOING TO GPS STATION M 042. (137.79 FT) TO REACH
 FA4455'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND LITTLE ROCK
 FA4455'ROAD, PROCEED NORTH ON LITTLE ROCK ROAD FOR 1.12 KM (0.70 MI) TO
 FA4455'WILSON JR HIGH SCHOOL. GO WEST INTO SCHOOL PROPERTY FOR 0.16 KM
 FA4455'(0.10 MI) TO STATION ON NORTH EDGE OF SCHOOL PARKING LOT IN FRONT OF
 FA4455'THE FOOTBALL FIELD.
 FA4455'TO REACH THE REFERENCE MARK FROM GPS STATION M 042, PROCEED 0.16 KM
 FA4455'(0.10 MI) EAST OUT OF SCHOOL PARKING LOT TO THE INTERSECTION WITH
 FA4455'LITTLE ROCK ROAD. GO NORTH ON LITTLE ROCK ROAD FOR 0.32 KM (0.20 MI)
 FA4455'TO THE MARK IN THE EAST RIGHT-OF-WAY OF THE ROAD, 0.60 M (1.97 FT)
 FA4455'FROM THE BACK OF THE CURB.  THE MARK IS COMPASS BEARING N11E AND
 FA4455'DISTANCE 333.251 M (1093.341 FT) FROM THE GPS STATION. THE MARK IS
 FA4455'STAMPED 242.
 FA4455
 FA4455                          STATION RECOVERY (1996)
 FA4455
 FA4455'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4455'RECOVERED IN GOOD CONDITION.
 FA4455
 FA4455                          STATION RECOVERY (2004)
 FA4455
 FA4455'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4455'SCHOOL OFFICIALS DECLINED PERMISSION TO LOOK FOR MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4456 ***********************************************************************
 FA4456  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4456  DESIGNATION -  243 AZ MK
 FA4456  PID         -  FA4456
 FA4456  STATE/COUNTY-  NC/MECKLENBURG
 FA4456  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4456
 FA4456                         *CURRENT SURVEY CONTROL
 FA4456  ___________________________________________________________________
 FA4456* NAD 83(2007)-  35 16 55.17949(N)    080 54 14.71101(W)     ADJUSTED  
 FA4456* NAVD 88     -       246.10   (meters)     807.4    (feet)  GPS OBS   
 FA4456  ___________________________________________________________________
 FA4456  EPOCH DATE  -        2002.00
 FA4456  X           -     824,046.896 (meters)                     COMP
 FA4456  Y           -  -5,147,047.283 (meters)                     COMP
 FA4456  Z           -   3,663,574.568 (meters)                     COMP
 FA4456  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 FA4456  ELLIP HEIGHT-         215.498 (meters)          (02/10/07) ADJUSTED
 FA4456  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FA4456
 FA4456  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4456  Type    PID    Designation                      North   East  Ellip
 FA4456  -------------------------------------------------------------------
 FA4456  NETWORK FA4456 243 AZ MK                         0.31   0.27   0.47
 FA4456  -------------------------------------------------------------------
 FA4456
 FA4456.The horizontal coordinates were established by GPS observations
 FA4456.and adjusted by the National Geodetic Survey in February 2007.
 FA4456
 FA4456.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4456.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4456.The horizontal coordinates are valid at the epoch date displayed above.
 FA4456.The epoch date for horizontal control is a decimal equivalence
 FA4456.of Year/Month/Day.
 FA4456
 FA4456.The orthometric height was determined by GPS observations and a
 FA4456.high-resolution geoid model.
 FA4456.The orthometric height was determined by GPS observations and a
 FA4456.high-resolution geoid model using precise GPS observation and
 FA4456.processing techniques.
 FA4456
 FA4456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4456
 FA4456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4456
 FA4456.The ellipsoidal height was determined by GPS observations
 FA4456.and is referenced to NAD 83.
 FA4456
 FA4456.The geoid height was determined by GEOID03.
 FA4456
 FA4456;                    North         East     Units Scale Factor Converg.
 FA4456;SPC NC       -   171,605.091   436,411.761   MT  0.99987273   -1 05 56.3
 FA4456;SPC NC       -   563,007.70  1,431,794.25   sFT  0.99987273   -1 05 56.3
 FA4456;UTM  17      - 3,904,320.106   508,722.144   MT  0.99960094   +0 03 19.4
 FA4456
 FA4456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4456!SPC NC       -   0.99996618  x   0.99987273  =   0.99983891
 FA4456!UTM  17      -   0.99996618  x   0.99960094  =   0.99956713
 FA4456
 FA4456                          SUPERSEDED SURVEY CONTROL
 FA4456
 FA4456  NAD 83(1986)-  35 16 55.19594(N)    080 54 14.71799(W) AD(       ) 1
 FA4456  NAD 83(2001)-  35 16 55.17956(N)    080 54 14.71106(W) AD(       ) 1
 FA4456  ELLIP H (08/02/04)  215.498  (m)                       GP(       ) 4 1
 FA4456  NAD 83(1986)-  35 16 55.19435(N)    080 54 14.71931(W) AD(       ) 3
 FA4456
 FA4456.Superseded values are not recommended for survey control.
 FA4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4456.See file dsdata.txt to determine how the superseded data were derived.
 FA4456
 FA4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0872204320(NAD 83)
 FA4456_MARKER: A = ALUMINUM MARKER
 FA4456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4456_SP_SET: CONCRETE POST
 FA4456_STAMPING: 243
 FA4456_MARK LOGO: NC0870
 FA4456_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4456+STABILITY: SURFACE MOTION
 FA4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4456+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 FA4456
 FA4456  HISTORY     - Date     Condition        Report By
 FA4456  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4456  HISTORY     - 19980213 GOOD             USPSQD
 FA4456  HISTORY     - 20030912 GOOD             NGS+SS
 FA4456  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA4456
 FA4456                          STATION DESCRIPTION
 FA4456
 FA4456'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4456'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.86 KM (5.51 MI) NORTHWEST OF
 FA4456'CHARLOTTE.
 FA4456'MARK REACHED BY FIRST GOING TO GPS STATION M 043. (141.08 FT) TO REACH
 FA4456'THE STATION FROM THE INTERSECTION OF ROUTE 16 (BROOKSHIRE FREEWAY)
 FA4456'AND HOVIS STREET, PROCEED SOUTH ON HOVIS STREET FOR 0.16 KM
 FA4456'(0.10 MI) TO INTERSECTION OF ROZZELLS FERRY ROAD. GO WEST ON ROZZELLS
 FA4456'FERRY ROAD, WHICH WILL TURN INTO S.R.2004 (MOUNT HOLLY ROAD), FOR
 FA4456'1.44 KM (0.89 MI) TO STATION IN THE NORTH RIGHT-OF-WAY OF THE ROAD.
 FA4456'TO REACH THE AZIMUTH MARK FROM GPS STATION M 043, PROCEED EAST ON
 FA4456'MOUNT HOLLY ROAD FOR 0.50 KM (0.31 MI) TO THE MARK IN THE NORTH
 FA4456'RIGHT-OF-WAY OF THE ROAD, 8.89 M (29.17 FT) NORTHWEST OF THE EDGE OF
 FA4456'THE PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING S86E AND DISTANCE
 FA4456'530.565 M (1740.695 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4456'STAMPED 243.
 FA4456
 FA4456                          STATION RECOVERY (1998)
 FA4456
 FA4456'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4456'RECOVERED IN GOOD CONDITION.
 FA4456
 FA4456                          STATION RECOVERY (2003)
 FA4456
 FA4456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4456'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.86 KM (5.51 MI) NORTHWEST OF
 FA4456'CHARLOTTE.
 FA4456' 
 FA4456'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 16 (BROOKSHIRE
 FA4456'FREEWAY) AND  INTERSTATE HIGHWAY 85 IN NORTHWEST CHARLOTTE GO NORTH ON
 FA4456'ROUTE 16 FOR 2.7 KM (1.7 MI)  TO HOVIS STREET ON THE LEFT. TURN LEFT
 FA4456'AND PROCEED SOUTHERLY ON HOVIS STREET FOR 0.16  KM (0.10 MI) TO
 FA4456'INTERSECTION OF ROZZELLS FERRY ROAD. TURN RIGHT AND GO NORTHWESTERLY
 FA4456'ON ROZZELLS FERRY ROAD (TURNS INTO S.R.2004 (MOUNT HOLLY ROAD), FOR
 FA4456'0.97 KM (0.60 MI) TO  THE STATION ON THE RIGHT (IN THE MIDDLE OF A
 FA4456'ROAD CURVE TO THE WEST.)
 FA4456' 
 FA4456'IT IS A CITY OF CHARLOTTE AZIMUTH MARK DISK STAMPED --243--  SET IN
 FA4456'THE TOP OF A ROUND  CONCRETE POST WHICH IS ABOUT LEVEL WITH THE ROAD
 FA4456'AND RECESSED 3 CM BELOW THE GROUND  SURFACE. IT IS 28.6 M (93.7 FT)
 FA4456'NORTHWEST OF A FIRE HYDRANT, 20.4 M (67.0 FT) NORTHEAST OF AND ACROSS
 FA4456'THE ROAD FROM A LIGHT POLE, 17.7 M (58.0 FT) SOUTHEAST OF THE CENTER
 FA4456'OF A SLIDING CHAIN LINK GATE, 13.0 M (42.5 FT) NORTH-NORTHEAST OF THE
 FA4456'ROAD CENTERLINE, 7.8 M (25.5 FT) WEST OF A UTILITY POLE AND 0.9 M (3.0
 FA4456'FT) SOUTHWEST OF A FENCE.) WEST OF A  --DO NOT ENTER-- SIGN.
 FA4456
 FA4456                          STATION RECOVERY (2004)
 FA4456
 FA4456'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4456'SEARCHED N OF OLD MOUNT HOLLY ROAD WITH MICRONTA 4001.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4457 ***********************************************************************
 FA4457  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4457  DESIGNATION -  244 RM
 FA4457  PID         -  FA4457
 FA4457  STATE/COUNTY-  NC/MECKLENBURG
 FA4457  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4457
 FA4457                         *CURRENT SURVEY CONTROL
 FA4457  ___________________________________________________________________
 FA4457* NAD 83(2007)-  35 14 47.35773(N)    080 50 21.84122(W)     ADJUSTED  
 FA4457* NAVD 88     -       221.90   (meters)     728.0    (feet)  GPS OBS   
 FA4457  ___________________________________________________________________
 FA4457  EPOCH DATE  -        2002.00
 FA4457  X           -     830,216.272 (meters)                     COMP
 FA4457  Y           -  -5,148,339.679 (meters)                     COMP
 FA4457  Z           -   3,660,344.221 (meters)                     COMP
 FA4457  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 FA4457  ELLIP HEIGHT-         191.479 (meters)          (02/10/07) ADJUSTED
 FA4457  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA4457
 FA4457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4457  Type    PID    Designation                      North   East  Ellip
 FA4457  -------------------------------------------------------------------
 FA4457  NETWORK FA4457 244 RM                            0.37   0.35   0.61
 FA4457  -------------------------------------------------------------------
 FA4457
 FA4457.The horizontal coordinates were established by GPS observations
 FA4457.and adjusted by the National Geodetic Survey in February 2007.
 FA4457
 FA4457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4457.The horizontal coordinates are valid at the epoch date displayed above.
 FA4457.The epoch date for horizontal control is a decimal equivalence
 FA4457.of Year/Month/Day.
 FA4457
 FA4457.The orthometric height was determined by GPS observations and a
 FA4457.high-resolution geoid model.
 FA4457.The orthometric height was determined by GPS observations and a
 FA4457.high-resolution geoid model using precise GPS observation and
 FA4457.processing techniques.
 FA4457
 FA4457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4457
 FA4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4457
 FA4457.The ellipsoidal height was determined by GPS observations
 FA4457.and is referenced to NAD 83.
 FA4457
 FA4457.The geoid height was determined by GEOID03.
 FA4457
 FA4457;                    North         East     Units Scale Factor Converg.
 FA4457;SPC NC       -   167,556.099   442,221.730   MT  0.99987260   -1 03 41.9
 FA4457;SPC NC       -   549,723.63  1,450,855.79   sFT  0.99987260   -1 03 41.9
 FA4457;UTM  17      - 3,900,390.049   514,610.909   MT  0.99960263   +0 05 33.7
 FA4457
 FA4457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4457!SPC NC       -   0.99996995  x   0.99987260  =   0.99984255
 FA4457!UTM  17      -   0.99996995  x   0.99960263  =   0.99957259
 FA4457
 FA4457                          SUPERSEDED SURVEY CONTROL
 FA4457
 FA4457  NAD 83(1986)-  35 14 47.37336(N)    080 50 21.84903(W) AD(       ) 1
 FA4457  NAD 83(2001)-  35 14 47.35787(N)    080 50 21.84132(W) AD(       ) 1
 FA4457  ELLIP H (08/02/04)  191.482  (m)                       GP(       ) 4 1
 FA4457  NAD 83(1986)-  35 14 47.37271(N)    080 50 21.84982(W) AD(       ) 3
 FA4457
 FA4457.Superseded values are not recommended for survey control.
 FA4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4457.See file dsdata.txt to determine how the superseded data were derived.
 FA4457
 FA4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1461100390(NAD 83)
 FA4457_MARKER: A = ALUMINUM MARKER
 FA4457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4457_SP_SET: CONCRETE POST
 FA4457_STAMPING: 244
 FA4457_MARK LOGO: NC0870
 FA4457_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4457+STABILITY: SURFACE MOTION
 FA4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4457+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 FA4457
 FA4457  HISTORY     - Date     Condition        Report By
 FA4457  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4457  HISTORY     - 19970926 GOOD             USPSQD
 FA4457  HISTORY     - 20031211 GOOD             NGS
 FA4457  HISTORY     - 20051024 GOOD             GEOCAC
 FA4457
 FA4457                          STATION DESCRIPTION
 FA4457
 FA4457'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4457'MARK IS LOCATED IN MECKLENBURG COUNTY, 2.40 KM (1.49 MI) NORTHEAST OF
 FA4457'THE CENTER OF CHARLOTTE.
 FA4457'MARK REACHED BY FIRST GOING TO GPS STATION M 044. (144.36 FT) TO REACH
 FA4457'THE STATION FROM THE INTERSECTION OF ROUTE 16 AND GRAHAM STREET,
 FA4457'PROCEED NORTHEAST ON GRAHAM STREET FOR 0.48 KM (0.30 MI) TO
 FA4457'INTERSECTION OF STATESVILLE AVE. GO NORTH ON STATESVILLE AVE. TO
 FA4457'INTERSECTION OF OAKLAWN AVE. PROCEED WEST ON OAKLAWN AVE FOR 0.75 KM
 FA4457'(0.47 MI) TO THE STATION IN THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 FA4457'TO REACH THE REFERENCE MARK FROM GPS STATION M 044, PROCEED EAST ON
 FA4457'OAKLAWN AVENUE FOR 0.35 KM (0.22 MI) TO THE MARK IN THE NORTH
 FA4457'RIGHT-OF-WAY OF THE ROAD, 1.21 M (3.97 FT) NORTH OF THE EDGE OF THE
 FA4457'PAVEMENT. THE MARK IS COMPASS BEARING S72E AND DISTANCE 346.429 M
 FA4457'(1136.576 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED
 FA4457'244.
 FA4457
 FA4457                          STATION RECOVERY (1997)
 FA4457
 FA4457'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4457'RECOVERED IN GOOD CONDITION.
 FA4457
 FA4457                          STATION RECOVERY (2003)
 FA4457
 FA4457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4457'RECOVERED AS DESCRIBED.
 FA4457
 FA4457                          STATION RECOVERY (2005)
 FA4457
 FA4457'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0025 ***********************************************************************
 EX0025  DESIGNATION -  246
 EX0025  PID         -  EX0025
 EX0025  STATE/COUNTY-  NC/HYDE
 EX0025  USGS QUAD   -  ENGELHARD NW (1987)
 EX0025
 EX0025                         *CURRENT SURVEY CONTROL
 EX0025  ___________________________________________________________________
 EX0025* NAD 83(1986)-  35 38 29.     (N)    075 54 17.     (W)     SCALED    
 EX0025* NAVD 88     -         0.318  (meters)       1.04   (feet)  ADJUSTED  
 EX0025  ___________________________________________________________________
 EX0025  GEOID HEIGHT-         -38.86  (meters)                     GEOID03
 EX0025  DYNAMIC HT  -           0.318 (meters)       1.04  (feet)  COMP
 EX0025  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 EX0025
 EX0025  VERT ORDER  -  THIRD
 EX0025
 EX0025.The horizontal coordinates were scaled from a topographic map and have
 EX0025.an estimated accuracy of +/- 6 seconds.
 EX0025
 EX0025.The orthometric height was determined by differential leveling
 EX0025.and adjusted in June 1991.
 EX0025
 EX0025.The geoid height was determined by GEOID03.
 EX0025
 EX0025.The dynamic height is computed by dividing the NAVD 88
 EX0025.geopotential number by the normal gravity value computed on the
 EX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0025.degrees latitude (g = 980.6199 gals.).
 EX0025
 EX0025.The modeled gravity was interpolated from observed gravity values.
 EX0025
 EX0025;                    North         East    Units  Estimated Accuracy
 EX0025;SPC NC       -   214,180.      889,870.      MT  (+/- 180 meters Scaled)
 EX0025
 EX0025                          SUPERSEDED SURVEY CONTROL
 EX0025
 EX0025  NGVD 29 (??/??/92)    0.000  (m)            0.00   (f) ADJ UNCH    3 0
 EX0025
 EX0025.Superseded values are not recommended for survey control.
 EX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0025.See file dsdata.txt to determine how the superseded data were derived.
 EX0025
 EX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE180445(NAD 83)
 EX0025_MARKER: DB = BENCH MARK DISK
 EX0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0025_STAMPING: T 246 1949
 EX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0025+STABILITY: SURFACE MOTION
 EX0025
 EX0025  HISTORY     - Date     Condition        Report By
 EX0025  HISTORY     - 1949     MONUMENTED       CGS
 EX0025  HISTORY     - 1963     MARK NOT FOUND   NGS
 EX0025
 EX0025                          STATION DESCRIPTION
 EX0025
 EX0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EX0025'11.2 MI NE FROM ENGELHARD.
 EX0025'11.25 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM THE CENTER
 EX0025'OF BRIDGE OVER CANAL AT ENGELHARD AND 0.9 MILE SOUTHWEST OF
 EX0025'CENTER OF BRIDGE OVER LONG SHOAL RIVER AT THE DARE-HYDE COUNTY
 EX0025'LINE, 19.0 FEET SOUTH SOUTHEAST OF CENTERLINE OF HIGHWAY, 31.0
 EX0025'FEET NORTH NORTHWEST OF BLAZED 12 INCH TWIN PINES.  A WHITE
 EX0025'WITNESS POST WAS SET 5.5 FEET WEST OF THE MARK.  A STANDARD DISK
 EX0025'SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT PROJECTING
 EX0025'2 INCHES ABOVE GROUND.  NOTE-- THE AREA IS A SWAMP AND NONE OF
 EX0025'THE REFERENCE OBJECTS ARE IDENTIFIABLE AT THIS DATE.  THICK
 EX0025'VINES AND UNDERBRUSH ALSO COVER THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0009 ***********************************************************************
 FB0009  DESIGNATION -  2465.3
 FB0009  PID         -  FB0009
 FB0009  STATE/COUNTY-  NC/MITCHELL
 FB0009  USGS QUAD   -  SPRUCE PINE (1994)
 FB0009
 FB0009                         *CURRENT SURVEY CONTROL
 FB0009  ___________________________________________________________________
 FB0009* NAD 83(1986)-  35 55 52.     (N)    082 06 33.     (W)     SCALED    
 FB0009* NAVD 88     -       751.487  (meters)    2465.50   (feet)  ADJUSTED  
 FB0009  ___________________________________________________________________
 FB0009  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB0009  DYNAMIC HT  -         750.712 (meters)    2462.96  (feet)  COMP
 FB0009  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 FB0009
 FB0009  VERT ORDER  -  SECOND    CLASS 0
 FB0009
 FB0009.The horizontal coordinates were scaled from a topographic map and have
 FB0009.an estimated accuracy of +/- 6 seconds.
 FB0009
 FB0009.The orthometric height was determined by differential leveling
 FB0009.and adjusted in June 1991.
 FB0009
 FB0009.The geoid height was determined by GEOID03.
 FB0009
 FB0009.The dynamic height is computed by dividing the NAVD 88
 FB0009.geopotential number by the normal gravity value computed on the
 FB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0009.degrees latitude (g = 980.6199 gals.).
 FB0009
 FB0009.The modeled gravity was interpolated from observed gravity values.
 FB0009
 FB0009;                    North         East    Units  Estimated Accuracy
 FB0009;SPC NC       -   246,350.      329,090.      MT  (+/- 180 meters Scaled)
 FB0009
 FB0009                          SUPERSEDED SURVEY CONTROL
 FB0009
 FB0009  NGVD 29 (??/??/92)  751.541  (m)         2465.68   (f) ADJ UNCH    2 0
 FB0009
 FB0009.Superseded values are not recommended for survey control.
 FB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0009.See file dsdata.txt to determine how the superseded data were derived.
 FB0009
 FB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV999768(NAD 83)
 FB0009_MARKER: Q = CHISELED SQUARE
 FB0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0009_SP_SET: BRIDGE
 FB0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0009
 FB0009  HISTORY     - Date     Condition        Report By
 FB0009  HISTORY     - UNK      MONUMENTED       USGS
 FB0009  HISTORY     - 1936     GOOD             NGS
 FB0009
 FB0009                          STATION DESCRIPTION
 FB0009
 FB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0009'0.2 MI E FROM PENLAND.
 FB0009'0.2 MILE EAST ALONG THE CLINCHFIELD RAILROAD FROM PENLAND,
 FB0009'MITCHELL COUNTY, AT A BRIDGE, ON THE TOP OF THE NORTH SIDE OF THE
 FB0009'WEST CONCRETE ABUTMENT, AND 6 FEET NORTH OF THE CENTERLINE OF
 FB0009'THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4459 ***********************************************************************
 FA4459  DESIGNATION -  247 RM
 FA4459  PID         -  FA4459
 FA4459  STATE/COUNTY-  NC/MECKLENBURG
 FA4459  USGS QUAD   -  HARRISBURG (1993)
 FA4459
 FA4459                         *CURRENT SURVEY CONTROL
 FA4459  ___________________________________________________________________
 FA4459* NAD 83(2001)-  35 15 12.38719(N)    080 42 22.11777(W)     NO CHECK  
 FA4459* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 FA4459  ___________________________________________________________________
 FA4459  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 FA4459  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4459  HORZ ORDER  -  THIRD
 FA4459
 FA4459.The horizontal coordinates were established by classical geodetic methods
 FA4459.and adjusted by the National Geodetic Survey in August 2005.
 FA4459.No horizontal observational check was made to the station.
 FA4459
 FA4459.The orthometric height was scaled from a topographic map.
 FA4459
 FA4459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4459
 FA4459.The geoid height was determined by GEOID03.
 FA4459
 FA4459;                    North         East     Units Scale Factor Converg.
 FA4459;SPC NC       -   168,110.702   454,359.656   MT  0.99987259   -0 59 05.0
 FA4459;SPC NC       -   551,543.19  1,490,678.30   sFT  0.99987259   -0 59 05.0
 FA4459;UTM  17      - 3,901,188.851   526,731.960   MT  0.99960881   +0 10 10.6
 FA4459
 FA4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4459!SPC NC       -   0.99996900  x   0.99987259  =   0.99984160
 FA4459!UTM  17      -   0.99996900  x   0.99960881  =   0.99957783
 FA4459
 FA4459                          SUPERSEDED SURVEY CONTROL
 FA4459
 FA4459  NAD 83(1986)-  35 15 12.40203(N)    080 42 22.12640(W) AD(       ) 3
 FA4459
 FA4459.Superseded values are not recommended for survey control.
 FA4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4459.See file dsdata.txt to determine how the superseded data were derived.
 FA4459
 FA4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2673201189(NAD 83)
 FA4459_MARKER: A = ALUMINUM MARKER
 FA4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4459_SP_SET: CONCRETE POST
 FA4459_STAMPING: 247
 FA4459_MARK LOGO: NC0870
 FA4459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4459+STABILITY: SURFACE MOTION
 FA4459
 FA4459  HISTORY     - Date     Condition        Report By
 FA4459  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4459  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 FA4459  HISTORY     - 19970929 GOOD             USPSQD
 FA4459  HISTORY     - 20000613 SEE DESCRIPTION  NCGS
 FA4459  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 FA4459
 FA4459                          STATION DESCRIPTION
 FA4459
 FA4459'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4459'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.9 KM (8.02 MI) NORTHEAST OF
 FA4459'CHARLOTTE.
 FA4459'MARK REACHED BY FIRST GOING TO GPS STATION M 047. (154.20 FT) TO REACH
 FA4459'THE STATION FROM THE INTERSECTION OF U.S.21 (STATESVILLE ROAD) AND U
 FA4459'.S.29 (DALTON AVE), PROCEED EAST ON U.S.29 TO INTERSECTION OF ROUTE 49
 FA4459'(NORTH TYRON ROAD).  GO NORTHEAST ON NORTH TYRON ROAD FOR 3.70 KM
 FA4459'(2.30 MI) TO INTERSECTION OF S.R.2480 (SUGAR CREEK ROAD). PROCEED
 FA4459'SOUTH ON S.R.2480 FOR 1.44 KM (0.89 MI) TO INTERSECTION OF S.R.2803
 FA4459'(THE PLAZA ROAD).  GO NORTHEAST ON S.R.2803 FOR 2.73 KM (1.70 MI) TO
 FA4459'INTERSECTION OF PLAZA ROAD EXTENTION.  GO EAST ON THE PLAZA ROAD
 FA4459'EXTENTION FOR 2.41 KM (1.50 MI) TO THE STATION IN THE SOUTH
 FA4459'RIGHT-OF-WAY OF THE ROAD. STATION IS 5.51 KM (3.42 MI) S30W OF THE
 FA4459'CENTERLINE OF S.R.2803, 41.45 M (135.99 FT) N60W OF THE CENTERLINE OF
 FA4459'FRANK GRIER ROAD AND 1.92 M (6.30 FT) S30W OF THE EDGE OF PAVEMENT OF
 FA4459'S.R.2803.
 FA4459'TO REACH THE REFERENCE MARK FROM GPS STATION M 047, PROCEED EAST ON
 FA4459'THE PLAZA ROAD EXTENSION FOR 0.35 KM (0.22 MI) TO THE MARK IN THE
 FA4459'SOUTH RIGHT-OF-WAY OF THE ROAD, 3.04 M (9.97 FT) SOUTH OF THE EDGE OF
 FA4459'PAVEMENT.  THE MARK IS BEARING S66E AND DISTANCE 363.181 M
 FA4459'(1191.536 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED
 FA4459'247.
 FA4459
 FA4459                          STATION RECOVERY (1994)
 FA4459
 FA4459'RECOVERY NOTE BY US POWER SQUADRON 1994 (LFH)
 FA4459'SEARCHED S SIDE OF PLAZA ROAD WITH A MICRONTA 4001 METAL DETECTOR.
 FA4459
 FA4459                          STATION RECOVERY (1997)
 FA4459
 FA4459'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4459'RECOVERED IN GOOD CONDITION.
 FA4459
 FA4459                          STATION RECOVERY (2000)
 FA4459
 FA4459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4459'THE STATION WAS NOT FOUND.  AZ 247 WAS PAINTED ON THE ROAD AT THE
 FA4459'MILEAGE FROM M047, BUT THE AREA PROBED AROUND THE REFERENCE FROM THE
 FA4459'EDGE OF PAVEMENT PRODUCED NO RESULTS.
 FA4459
 FA4459                          STATION RECOVERY (2004)
 FA4459
 FA4459'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4459'INCORRECT RECOVERY DATE ON FA4459, FA4460, FA4471, FA0463, AND FA0471
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4460 ***********************************************************************
 FA4460  DESIGNATION -  248 RM
 FA4460  PID         -  FA4460
 FA4460  STATE/COUNTY-  NC/MECKLENBURG
 FA4460  USGS QUAD   -  MINT HILL (1993)
 FA4460
 FA4460                         *CURRENT SURVEY CONTROL
 FA4460  ___________________________________________________________________
 FA4460* NAD 83(2001)-  35 14 25.22249(N)    080 40 24.61454(W)     NO CHECK  
 FA4460* NAVD 88     -       226.086  (meters)     741.75   (feet)  ADJUSTED  
 FA4460  ___________________________________________________________________
 FA4460  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FA4460  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA4460  DYNAMIC HT  -         225.880 (meters)     741.07  (feet)  COMP
 FA4460  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 FA4460
 FA4460  HORZ ORDER  -  THIRD
 FA4460  VERT ORDER  -  SECOND    CLASS II
 FA4460
 FA4460.The horizontal coordinates were established by classical geodetic methods
 FA4460.and adjusted by the National Geodetic Survey in August 2005.
 FA4460.No horizontal observational check was made to the station.
 FA4460
 FA4460.The orthometric height was determined by differential leveling
 FA4460.and adjusted in December 2004.
 FA4460.No vertical observational check was made to the station.
 FA4460
 FA4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4460
 FA4460.The geoid height was determined by GEOID03.
 FA4460
 FA4460.The dynamic height is computed by dividing the NAVD 88
 FA4460.geopotential number by the normal gravity value computed on the
 FA4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4460.degrees latitude (g = 980.6199 gals.).
 FA4460
 FA4460.The modeled gravity was interpolated from observed gravity values.
 FA4460
 FA4460;                    North         East     Units Scale Factor Converg.
 FA4460;SPC NC       -   166,607.013   457,304.758   MT  0.99987261   -0 57 57.2
 FA4460;SPC NC       -   546,609.84  1,500,340.69   sFT  0.99987261   -0 57 57.2
 FA4460;UTM  17      - 3,899,745.177   529,705.974   MT  0.99961087   +0 11 18.2
 FA4460
 FA4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4460!SPC NC       -   0.99996926  x   0.99987261  =   0.99984188
 FA4460!UTM  17      -   0.99996926  x   0.99961087  =   0.99958015
 FA4460
 FA4460                          SUPERSEDED SURVEY CONTROL
 FA4460
 FA4460  NAD 83(1986)-  35 14 25.23765(N)    080 40 24.62381(W) AD(       ) 3
 FA4460
 FA4460.Superseded values are not recommended for survey control.
 FA4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4460.See file dsdata.txt to determine how the superseded data were derived.
 FA4460
 FA4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2970699745(NAD 83)
 FA4460_MARKER: A = ALUMINUM MARKER
 FA4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4460_SP_SET: CONCRETE POST
 FA4460_STAMPING: 248
 FA4460_MARK LOGO: NC0870
 FA4460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4460+STABILITY: SURFACE MOTION
 FA4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4460+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1999
 FA4460
 FA4460  HISTORY     - Date     Condition        Report By
 FA4460  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4460  HISTORY     - 19940421 MARK NOT FOUND   USPSQD
 FA4460  HISTORY     - 19970929 GOOD             USPSQD
 FA4460  HISTORY     - 19990127 GOOD             NCGS
 FA4460
 FA4460                          STATION DESCRIPTION
 FA4460
 FA4460'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4460'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.1 KM (10.00 MI) EAST OF
 FA4460'CHARLOTTE.
 FA4460'MARK REACHED BY FIRST GOING TO GPS STATION M 048. (157.48 FT) TO REACH
 FA4460'THE STATION FROM THE INTERSECTION OF S.R.24/S.R.27 AND S.R.3128
 FA4460'(LAWYERS ROAD)PROCEED EAST ON S.R. 24/S.R 27 FOR 3.86 KM (2.40 MI) TO
 FA4460'INTERSECTION OF S.R.2805 (HARRISBURG ROAD).  GO NORTH ON S.R.2805 FOR
 FA4460'3.54 KM (2.20 MI) TO INTERSECTION OF S.R.2822 (ROBINSON CHURCH ROAD).
 FA4460'PROCEED NORTHWEST ON S.R.2822 FOR 0.16 KM (0.10 MI) TO STATION IN
 FA4460'THE WEST RIGHT-OF-WAY OF THE ROAD. STATION IS 8.25 M (27.07 FT) S59W
 FA4460'OF THE CENTERLINE OF S.R.2822, 8.38 M (27.49 FT) N32W OF A DRIVEWAY
 FA4460'TO ROBINSON CHURCH BRAWLEY FIELD BALL PARK, 3.59 M (11.78 FT) N60W OF
 FA4460'THE NORTH POST ON DRIVE TO BALL PARK, AND 5.48 M (17.98 FT) FROM THE
 FA4460'EDGE OF PAVEMENT.
 FA4460'TO REACH THE REFERENCE MARK FROM GPS STATION M 048, PROCEED NORTHWEST
 FA4460'ON ROBINSON CHURCH ROAD FOR 0.25 KM (0.16 MI) TO THE MARK IN THE EAST
 FA4460'RIGHT-OF-WAY OF THE ROAD AT FORK OF BRAWLY ROAD, 4.38 M (14.37 FT)
 FA4460'FROM THE EDGE OF THE PAVEMENT. THE MARK IS BEARING N36W AND DISTANCE
 FA4460'296.962 M (974.283 FT) FROM THE GPS STATION.  THE MARK IS STAMPED
 FA4460'248.
 FA4460
 FA4460                          STATION RECOVERY (1994)
 FA4460
 FA4460'RECOVERY NOTE BY US POWER SQUADRON 1994 (LFH)
 FA4460'SEARCHED N SIDE OF ROBINSON CHURCH ROAD AND BRAWLEY LANE WITH A
 FA4460'MICRONTA 4001.
 FA4460
 FA4460                          STATION RECOVERY (1997)
 FA4460
 FA4460'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4460'RECOVERED IN GOOD CONDITION.
 FA4460
 FA4460                          STATION RECOVERY (1999)
 FA4460
 FA4460'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA4460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4461 ***********************************************************************
 FA4461  DESIGNATION -  249 RM
 FA4461  PID         -  FA4461
 FA4461  STATE/COUNTY-  NC/MECKLENBURG
 FA4461  USGS QUAD   -  HARRISBURG (1993)
 FA4461
 FA4461                         *CURRENT SURVEY CONTROL
 FA4461  ___________________________________________________________________
 FA4461* NAD 83(2001)-  35 15 15.64109(N)    080 38 32.85509(W)     NO CHECK  
 FA4461* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 FA4461  ___________________________________________________________________
 FA4461  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FA4461  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA4461  HORZ ORDER  -  THIRD
 FA4461
 FA4461.The horizontal coordinates were established by classical geodetic methods
 FA4461.and adjusted by the National Geodetic Survey in August 2005.
 FA4461.No horizontal observational check was made to the station.
 FA4461
 FA4461.The orthometric height was scaled from a topographic map.
 FA4461
 FA4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4461
 FA4461.The geoid height was determined by GEOID03.
 FA4461
 FA4461;                    North         East     Units Scale Factor Converg.
 FA4461;SPC NC       -   168,113.222   460,155.373   MT  0.99987259   -0 56 52.7
 FA4461;SPC NC       -   551,551.46  1,509,693.09   sFT  0.99987259   -0 56 52.7
 FA4461;UTM  17      - 3,901,308.099   532,524.933   MT  0.99961304   +0 12 23.0
 FA4461
 FA4461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4461!SPC NC       -   0.99997245  x   0.99987259  =   0.99984505
 FA4461!UTM  17      -   0.99997245  x   0.99961304  =   0.99958550
 FA4461
 FA4461                          SUPERSEDED SURVEY CONTROL
 FA4461
 FA4461  NAD 83(1986)-  35 15 15.65583(N)    080 38 32.86404(W) AD(       ) 3
 FA4461
 FA4461.Superseded values are not recommended for survey control.
 FA4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4461.See file dsdata.txt to determine how the superseded data were derived.
 FA4461
 FA4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3252501308(NAD 83)
 FA4461_MARKER: A = ALUMINUM MARKER
 FA4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4461_SP_SET: CONCRETE POST
 FA4461_STAMPING: 249
 FA4461_MARK LOGO: NC0870
 FA4461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4461+STABILITY: SURFACE MOTION
 FA4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4461+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 FA4461
 FA4461  HISTORY     - Date     Condition        Report By
 FA4461  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4461  HISTORY     - 19970929 GOOD             USPSQD
 FA4461  HISTORY     - 20000613 GOOD             NCGS
 FA4461
 FA4461                          STATION DESCRIPTION
 FA4461
 FA4461'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4461'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.3 KM (11.99 MI) NORTHEAST OF
 FA4461'CHARLOTTE ON THE MECKLENBURG-CABARRUS COUNTY LINE.
 FA4461'MARK REACHED BY FIRST GOING TO GPS STATION M 049. (160.76 FT) TO REACH
 FA4461'THE STATION FROM THE INTERSECTION OF S.R.51 AND S.R.24/S.R.27,
 FA4461'PROCEED WEST ON S.R.24/S.R.27 FOR 0.48 KM (0.30 MI) TO THE
 FA4461'INTERSECTION OF S.R.2810 (ROCKY RIVER ROAD).  GO NORTH ON S.R.2810
 FA4461'FOR 3.22 KM (2.00 MI) TO INTERSECTION OF S.R.1169 (PEACH ORCHARD
 FA4461'ROAD).  PROCEED NORTHWEST ON S.R.1169 FOR 1.12 KM (0.70 MI) TO
 FA4461'INTERSECTION OF JOHN BOSTAR LANE.  GO WEST ON BOSTAR FOR 0.32 KM
 FA4461'(0.20 MI) TO THE STATION IN THE SOUTH RIGHT-OF-WAY OF THE ROAD IN
 FA4461'FRONT OF THE WATTS RESIDENCE.  STATION IS 4.14 M (13.58 FT) SOUTH OF
 FA4461'THE CENTERLINE OF JOHN BOSTAR LANE, 32.79 M (107.58 FT) N90E OF A
 FA4461'UTILITY POLE NO.227-62-03, 6.58 M (21.59 FT)  N54E OF THE NORTHEAST
 FA4461'CORNER OF THE WATTS RESIDENCE, AND 1.21 M (3.97 FT) SOUTH OF THE EDGE
 FA4461'OF ROAD.
 FA4461'TO REACH THE REFERENCE MARK FROM GPS STATION M 049, PROCEED WEST ON
 FA4461'JOHN BOSTAR LANE FOR 0.20 KM (0.12 MI) TO THE MARK IN THE SOUTH
 FA4461'RIGHT-OF-WAY, 1.52 M (4.99 FT) FROM THE EDGE OF THE ROAD.  THE MARK
 FA4461'IS BEARING N86W AND DISTANCE 202.398 M (664.034 FT) FROM THE GPS
 FA4461'STATION.  THE REFERENCE MARK IS STAMPED 249.
 FA4461
 FA4461                          STATION RECOVERY (1997)
 FA4461
 FA4461'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4461'RECOVERED IN GOOD CONDITION.
 FA4461
 FA4461                          STATION RECOVERY (2000)
 FA4461
 FA4461'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8558 ***********************************************************************
 AF8558  DESIGNATION -  25 CRH
 AF8558  PID         -  AF8558
 AF8558  STATE/COUNTY-  NC/HERTFORD
 AF8558  USGS QUAD   -  UNION (1977)
 AF8558
 AF8558                         *CURRENT SURVEY CONTROL
 AF8558  ___________________________________________________________________
 AF8558* NAD 83(2001)-  36 21 38.35967(N)    077 00 55.64660(W)     ADJUSTED  
 AF8558* NAVD 88     -         9.52   (meters)      31.2    (feet)  LEVELING  
 AF8558  ___________________________________________________________________
 AF8558  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 AF8558  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 AF8558  HORZ ORDER  -  SECOND
 AF8558  VERT ORDER  -  THIRD
 AF8558
 AF8558.The horizontal coordinates were established by classical geodetic methods
 AF8558.and adjusted by the National Geodetic Survey in August 2005.
 AF8558
 AF8558.The orthometric height was determined by differential leveling.
 AF8558.The vertical network tie was performed by a horz. field party for horz.
 AF8558.obs reductions. Reset procedures were used to establish the elevation.
 AF8558
 AF8558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8558
 AF8558.The geoid height was determined by GEOID03.
 AF8558
 AF8558;                    North         East     Units Scale Factor Converg.
 AF8558;SPC NC       -   291,400.541   787,715.434   MT  1.00005992   +1 08 43.5
 AF8558;SPC NC       -   956,036.61  2,584,363.05   sFT  1.00005992   +1 08 43.5
 AF8558;UTM  18      - 4,025,837.655   319,171.130   MT  1.00000289   -1 11 42.8
 AF8558
 AF8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8558!SPC NC       -   1.00000404  x   1.00005992  =   1.00006396
 AF8558!UTM  18      -   1.00000404  x   1.00000289  =   1.00000693
 AF8558
 AF8558                          SUPERSEDED SURVEY CONTROL
 AF8558
 AF8558  NAD 83(1986)-  36 21 38.36844(N)    077 00 55.66205(W) AD(       ) 2
 AF8558
 AF8558.Superseded values are not recommended for survey control.
 AF8558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8558.See file dsdata.txt to determine how the superseded data were derived.
 AF8558
 AF8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1917125838(NAD 83)
 AF8558_MARKER: DD = SURVEY DISK
 AF8558_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF8558_STAMPING: 25 CRH 1972 32
 AF8558_MARK LOGO: USGS  
 AF8558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8558+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1985
 AF8558
 AF8558  HISTORY     - Date     Condition        Report By
 AF8558  HISTORY     - 1972     MONUMENTED       USGS
 AF8558  HISTORY     - 19850313 GOOD             NCGS
 AF8558
 AF8558                          STATION DESCRIPTION
 AF8558
 AF8558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8558'STATION IS LOCATED 5.2 MI (8.4 KM) NORTH-NORTHWEST OF AHOSKIE AND 2.2
 AF8558'MI (3.5 KM) NORTH-NORTHEAST OF UNION. PROCEED ALONG NC 11 FOR 1.15 MI
 AF8558'(1.85 KM) NORTHWEST FROM NC 461, THENCE NORTHEAST FOR 0.1 MI (0.2 KM)
 AF8558'ALONG SR 1108 (BOONE FARM ROAD) TO SR 1189 (SHRINERS ROAD), IN CENTER
 AF8558'OF PLANTED TRIANGLE. MARK PROJECTS 3 INCHES ABOVE GROUND AND IS ABOUT
 AF8558'1 FOOT (0.3 M) LOWER THAN THE INTERSECTION.  LOCATED 35.7 FT (10.9 M)
 AF8558'NORTHWEST OF THE CENTERLINE OF SR 1108, 46.0 FT (14.0 M) EAST OF THE
 AF8558'CENTERLINE OF SR 1189, 27.3 FT (8.3 M) SOUTH-SOUTHWEST OF THE
 AF8558'CENTERLINE OF THE CONNECTOR ROAD, AND 11.5 FT (3.5 M) EAST OF A
 AF8558'28-INCH WHITE OAK. NOTE-MARK WAS RECOVERED AS DESCRIBED BY NCGS IN
 AF8558'1992.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0604 ***********************************************************************
 FX0604  DESIGNATION -  25 ECCS
 FX0604  PID         -  FX0604
 FX0604  STATE/COUNTY-  NC/PASQUOTANK
 FX0604  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0604
 FX0604                         *CURRENT SURVEY CONTROL
 FX0604  ___________________________________________________________________
 FX0604* NAD 83(1986)-  36 17 52.     (N)    076 13 25.     (W)     SCALED    
 FX0604* NAVD 88     -         0.532  (meters)       1.75   (feet)  ADJUSTED  
 FX0604  ___________________________________________________________________
 FX0604  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0604  DYNAMIC HT  -           0.532 (meters)       1.75  (feet)  COMP
 FX0604  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 FX0604
 FX0604  VERT ORDER  -  FIRST     CLASS I
 FX0604
 FX0604.The horizontal coordinates were scaled from a topographic map and have
 FX0604.an estimated accuracy of +/- 6 seconds.
 FX0604
 FX0604.The orthometric height was determined by differential leveling
 FX0604.and adjusted in June 1991.
 FX0604
 FX0604.The geoid height was determined by GEOID03.
 FX0604
 FX0604.The dynamic height is computed by dividing the NAVD 88
 FX0604.geopotential number by the normal gravity value computed on the
 FX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0604.degrees latitude (g = 980.6199 gals.).
 FX0604
 FX0604.The modeled gravity was interpolated from observed gravity values.
 FX0604
 FX0604;                    North         East    Units  Estimated Accuracy
 FX0604;SPC NC       -   286,130.      858,960.      MT  (+/- 180 meters Scaled)
 FX0604
 FX0604                          SUPERSEDED SURVEY CONTROL
 FX0604
 FX0604  NGVD 29 (??/??/92)    0.81   (m)            2.7    (f) COMPUTED    1 1
 FX0604
 FX0604.Superseded values are not recommended for survey control.
 FX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0604.See file dsdata.txt to determine how the superseded data were derived.
 FX0604
 FX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901176(NAD 83)
 FX0604_MARKER: DD = SURVEY DISK
 FX0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0604_STAMPING: NO 25 1953
 FX0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0604+STABILITY: SURFACE MOTION
 FX0604
 FX0604  HISTORY     - Date     Condition        Report By
 FX0604  HISTORY     - 1953     MONUMENTED       NC1460
 FX0604  HISTORY     - 1963     GOOD             NGS
 FX0604
 FX0604                          STATION DESCRIPTION
 FX0604
 FX0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0604'AT ELIZABETH CITY.
 FX0604'AT ELIZABETH CITY, IN THE NORTHWEST QUARTER OF INTERSECTION OF
 FX0604'SOUTH ROAD STREET AND EAST GRICE STREET, 19 FEET WEST OF CENTERLINE
 FX0604'OF SOUTH ROAD STREET, 17 FEET NORTH OF CENTER LINE OF EAST
 FX0604'GRICE STREET, 6 FEET SOUTHWEST OF A POWER POLE, 2.1 FEET NORTH
 FX0604'OF NORTH CURB OF E. GRICE STREET, 33 FEET SOUTHEAST OF SOUTHEAST
 FX0604'CORNER OF WHITE AND BRIGHT FOOD CENTER (317 S. ROAD ST.), AND
 FX0604'SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW SIDEWALK SURFACE
 FX0604'ACCESS TO WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2687 ***********************************************************************
 AB2687  DESIGNATION -  25 EG 3
 AB2687  PID         -  AB2687
 AB2687  STATE/COUNTY-  NC/HAYWOOD
 AB2687  USGS QUAD   -  CRUSO (1987)
 AB2687
 AB2687                         *CURRENT SURVEY CONTROL
 AB2687  ___________________________________________________________________
 AB2687* NAD 83(2001)-  35 29 36.48875(N)    082 52 21.82898(W)     ADJUSTED  
 AB2687* NAVD 88     -       806.23   (+/-2cm)    2645.1    (feet)  VERTCON   
 AB2687  ___________________________________________________________________
 AB2687  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AB2687  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AB2687  HORZ ORDER  -  SECOND
 AB2687  VERT ORDER  -  THIRD ? (See Below)
 AB2687
 AB2687.The horizontal coordinates were established by classical geodetic methods
 AB2687.and adjusted by the National Geodetic Survey in August 2005.
 AB2687
 AB2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2687.The vertical order pertains to the NGVD 29 superseded value.
 AB2687
 AB2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2687
 AB2687.The geoid height was determined by GEOID03.
 AB2687
 AB2687;                    North         East     Units Scale Factor Converg.
 AB2687;SPC NC       -   200,256.520   258,333.093   MT  0.99988146   -2 14 06.8
 AB2687;SPC NC       -   657,008.27    847,547.82   sFT  0.99988146   -2 14 06.8
 AB2687;UTM  17      - 3,929,381.304   330,132.600   MT  0.99995560   -1 05 15.3
 AB2687
 AB2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2687!SPC NC       -   0.99987801  x   0.99988146  =   0.99975948
 AB2687!UTM  17      -   0.99987801  x   0.99995560  =   0.99983361
 AB2687
 AB2687                          SUPERSEDED SURVEY CONTROL
 AB2687
 AB2687  NAD 83(1995)-  35 29 36.48906(N)    082 52 21.82902(W) AD(       ) 2
 AB2687  NAD 83(1986)-  35 29 36.49558(N)    082 52 21.82809(W) AD(       ) 2
 AB2687  NGVD 29 (04/26/96)  806.26   (m)         2645.2    (f) LEVELING    3  
 AB2687
 AB2687.Superseded values are not recommended for survey control.
 AB2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2687.See file dsdata.txt to determine how the superseded data were derived.
 AB2687
 AB2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3013329381(NAD 83)
 AB2687_MARKER: DE = TRAVERSE STATION DISK
 AB2687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB2687_STAMPING: 25 EG 3 1970
 AB2687_MARK LOGO: NCSHC 
 AB2687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2687+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 AB2687
 AB2687  HISTORY     - Date     Condition        Report By
 AB2687  HISTORY     - 1970     MONUMENTED       NCSHC
 AB2687  HISTORY     - 19920730 GOOD             NCGS
 AB2687
 AB2687                          STATION DESCRIPTION
 AB2687
 AB2687'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AB2687'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF CANTON AND 6.4
 AB2687'MI (10.3 KM) EAST OF WAYNESVILLE. ALONG NC 110 FOR 1.75 MI (2.82 KM)
 AB2687'NORTH-NORTHEAST FROM US 276-NC 215 (AT BETHEL), AT SR 1872, ABOUT 220
 AB2687'FEET SOUTHWEST, NEAR THE SOUTH END OF A STONE WALL OF A FORMER SERVICE
 AB2687'STATION. MARK IS RECESSED 2 INCHES BELOW GROUND AND ABOUT 5 FEET LOWER
 AB2687'THAN THE ROAD.  LOCATED 46.0 FT (14.0 M) NORTH-NORTHWEST OF THE
 AB2687'CENTERLINE OF NC 110, 6.1 FT (1.9 M) SOUTHWEST OF THE SOUTH END OF A
 AB2687'STONE WALL, 42.5 FT (13.0 M) EAST OF THE SOUTHEAST CORNER OF A FRAME
 AB2687'HOUSE--AND 5.1 FT (1.6 M) SOUTH-SOUTHWEST OF A POWER POLE (BY14), 84.0
 AB2687'FT (25.6 M) SOUTH-SOUTHEAST OF A POWER BRACE POLE (BY16)--BOTH WITH
 AB2687'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2688 ***********************************************************************
 AB2688  DESIGNATION -  25 EG 4
 AB2688  PID         -  AB2688
 AB2688  STATE/COUNTY-  NC/HAYWOOD
 AB2688  USGS QUAD   -  CRUSO (1987)
 AB2688
 AB2688                         *CURRENT SURVEY CONTROL
 AB2688  ___________________________________________________________________
 AB2688* NAD 83(2001)-  35 29 47.50890(N)    082 51 55.11710(W)     ADJUSTED  
 AB2688* NAVD 88     -       810.41   (+/-2cm)    2658.8    (feet)  VERTCON   
 AB2688  ___________________________________________________________________
 AB2688  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AB2688  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AB2688  HORZ ORDER  -  SECOND
 AB2688  VERT ORDER  -  THIRD ? (See Below)
 AB2688
 AB2688.The horizontal coordinates were established by classical geodetic methods
 AB2688.and adjusted by the National Geodetic Survey in August 2005.
 AB2688
 AB2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2688.The vertical order pertains to the NGVD 29 superseded value.
 AB2688
 AB2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2688
 AB2688.The geoid height was determined by GEOID03.
 AB2688
 AB2688;                    North         East     Units Scale Factor Converg.
 AB2688;SPC NC       -   200,569.626   259,018.985   MT  0.99988168   -2 13 51.4
 AB2688;SPC NC       -   658,035.51    849,798.12   sFT  0.99988168   -2 13 51.4
 AB2688;UTM  17      - 3,929,708.108   330,812.133   MT  0.99995276   -1 05 00.1
 AB2688
 AB2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2688!SPC NC       -   0.99987735  x   0.99988168  =   0.99975905
 AB2688!UTM  17      -   0.99987735  x   0.99995276  =   0.99983012
 AB2688
 AB2688                          SUPERSEDED SURVEY CONTROL
 AB2688
 AB2688  NAD 83(1995)-  35 29 47.50921(N)    082 51 55.11713(W) AD(       ) 2
 AB2688  NAD 83(1986)-  35 29 47.51572(N)    082 51 55.11613(W) AD(       ) 2
 AB2688  NGVD 29 (04/26/96)  810.44   (m)         2658.9    (f) LEVELING    3  
 AB2688
 AB2688.Superseded values are not recommended for survey control.
 AB2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2688.See file dsdata.txt to determine how the superseded data were derived.
 AB2688
 AB2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3081229708(NAD 83)
 AB2688_MARKER: DE = TRAVERSE STATION DISK
 AB2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2688_STAMPING: 25 EG 4 1970
 AB2688_MARK LOGO: NCSHC 
 AB2688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2688+STABILITY: SURFACE MOTION
 AB2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2688+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 AB2688
 AB2688  HISTORY     - Date     Condition        Report By
 AB2688  HISTORY     - 1970     MONUMENTED       NCSHC
 AB2688  HISTORY     - 19920730 GOOD             NCGS
 AB2688
 AB2688                          STATION DESCRIPTION
 AB2688
 AB2688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AB2688'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF CANTON AND 6.8
 AB2688'MI (10.9 KM) EAST OF WAYNESVILLE. ALONG NC 110 FOR 2.5 MI (4.0 KM)
 AB2688'SOUTHWEST FROM SUBSTATION ROAD (IN SOUTH CANTON), AT SR 1868 (POSSUM
 AB2688'RIDGE ROAD), ABOUT 220 FEET EAST-SOUTHEAST, AT A FENCE LINE. MARK IS
 AB2688'FLUSH WITH GROUND AND LEVEL WITH ROAD.  LOCATED 29.5 FT (9.0 M) SOUTH
 AB2688'OF THE CENTERLINE OF SR 1868, 1.5 FT (0.5 M) SOUTH OF A FENCE LINE,
 AB2688'8.8 FT (2.7 M) EAST-SOUTHEAST OF A FENCE POST, 76.0 FT (23.2 M)
 AB2688'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, AND 145.8 FT
 AB2688'(44.4 M) EAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4551 ***********************************************************************
 AE4551  DESIGNATION -  25 JAS
 AE4551  PID         -  AE4551
 AE4551  STATE/COUNTY-  NC/ROWAN
 AE4551  USGS QUAD   -  ENOCHVILLE (1993)
 AE4551
 AE4551                         *CURRENT SURVEY CONTROL
 AE4551  ___________________________________________________________________
 AE4551* NAD 83(2007)-  35 37 09.06156(N)    080 43 45.39618(W)     ADJUSTED  
 AE4551* NAVD 88     -       253.6    (meters)     832.     (feet)  GPS OBS   
 AE4551  ___________________________________________________________________
 AE4551  EPOCH DATE  -        2002.00
 AE4551  X           -     836,251.885 (meters)                     COMP
 AE4551  Y           -  -5,123,098.998 (meters)                     COMP
 AE4551  Z           -   3,694,054.894 (meters)                     COMP
 AE4551  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AE4551  ELLIP HEIGHT-         222.221 (meters)          (02/10/07) ADJUSTED
 AE4551  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AE4551
 AE4551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4551  Type    PID    Designation                      North   East  Ellip
 AE4551  -------------------------------------------------------------------
 AE4551  NETWORK AE4551 25 JAS                            0.92   0.67   1.16
 AE4551  -------------------------------------------------------------------
 AE4551
 AE4551.The horizontal coordinates were established by GPS observations
 AE4551.and adjusted by the National Geodetic Survey in February 2007.
 AE4551
 AE4551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4551.The horizontal coordinates are valid at the epoch date displayed above.
 AE4551.The epoch date for horizontal control is a decimal equivalence
 AE4551.of Year/Month/Day.
 AE4551
 AE4551.The orthometric height was determined by GPS observations and a
 AE4551.high-resolution geoid model.
 AE4551
 AE4551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4551
 AE4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4551
 AE4551.The ellipsoidal height was determined by GPS observations
 AE4551.and is referenced to NAD 83.
 AE4551
 AE4551.The geoid height was determined by GEOID03.
 AE4551
 AE4551;                    North         East     Units Scale Factor Converg.
 AE4551;SPC NC       -   208,714.731   452,961.768   MT  0.99989309   -0 59 53.1
 AE4551;SPC NC       -   684,758.25  1,486,092.07   sFT  0.99989309   -0 59 53.1
 AE4551;UTM  17      - 3,941,745.441   524,516.442   MT  0.99960741   +0 09 27.6
 AE4551
 AE4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4551!SPC NC       -   0.99996512  x   0.99989309  =   0.99985822
 AE4551!UTM  17      -   0.99996512  x   0.99960741  =   0.99957255
 AE4551
 AE4551|---------------------------------------------------------------------|
 AE4551| PID    Reference Object                     Distance      Geod. Az  |
 AE4551|                                                           dddmmss.s |
 AE4551| AE4491 MCLAUGHLIN                          257.207 METERS 25615     |
 AE4551|---------------------------------------------------------------------|
 AE4551
 AE4551                          SUPERSEDED SURVEY CONTROL
 AE4551
 AE4551  NAD 83(2001)-  35 37 09.06177(N)    080 43 45.39592(W) AD(       ) 1
 AE4551  ELLIP H (03/13/03)  222.216  (m)                       GP(       ) 4 2
 AE4551  NAD 83(1986)-  35 37 09.07255(N)    080 43 45.40246(W) AD(       ) 1
 AE4551  NGVD 29 (11/20/97)  253.85   (m)          832.8    (f) LEVELING    3  
 AE4551
 AE4551.Superseded values are not recommended for survey control.
 AE4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4551.See file dsdata.txt to determine how the superseded data were derived.
 AE4551
 AE4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2451641745(NAD 83)
 AE4551_MARKER: DB = BENCH MARK DISK
 AE4551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4551_SP_SET: CONCRETE HEADWALL
 AE4551_STAMPING: 25 JAS 1966 833
 AE4551_MARK LOGO: USGS  
 AE4551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4551+STABILITY: SURFACE MOTION
 AE4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4551+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1990
 AE4551
 AE4551  HISTORY     - Date     Condition        Report By
 AE4551  HISTORY     - 1966     MONUMENTED       USGS
 AE4551  HISTORY     - 19900122 GOOD             NCGS
 AE4551
 AE4551                          STATION DESCRIPTION
 AE4551
 AE4551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4551'STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) WEST-SOUTHWEST OF SALISBURY
 AE4551'AND 5.5 MI (8.9 KM) EAST-NORTHEAST OF MOORESVILLE. ALONG NC 150 FOR
 AE4551'1.85 MI (2.98 KM) EAST FROM THE ROWAN-IREDELL COUNTY LINE TO SR 1559
 AE4551'(LONDON ROAD), ON THE NORTH SIDE OF NC 150 IN THE WEST END OF A
 AE4551'CONCRETE HEADWALL. MARK IS ABOUT 2 FEET LOWER THAN THE ROAD. LOCATED
 AE4551'18.0 FT (5.5 M) NORTH OF THE CENTERLINE OF NC 150, 39.0 FT (11.9 M)
 AE4551'NORTHEAST OF THE CENTERLINE INTERSECTION OF NC 150 AND SR 1559, 0.82
 AE4551'FT (0.25 M) EAST OF THE WEST END OF THE HEADWALL, AND 72.8 FT (22.2 M)
 AE4551'EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8058 ***********************************************************************
 AF8058  DESIGNATION -  25 JS 18
 AF8058  PID         -  AF8058
 AF8058  STATE/COUNTY-  NC/NASH
 AF8058  USGS QUAD   -  NASHVILLE (1977)
 AF8058
 AF8058                         *CURRENT SURVEY CONTROL
 AF8058  ___________________________________________________________________
 AF8058* NAD 83(2001)-  35 58 47.71304(N)    077 58 30.28317(W)     ADJUSTED  
 AF8058* NAVD 88     -        51.48   (+/-2cm)     168.9    (feet)  VERTCON   
 AF8058  ___________________________________________________________________
 AF8058  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AF8058  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AF8058  HORZ ORDER  -  SECOND
 AF8058  VERT ORDER  -  THIRD (See Below)
 AF8058
 AF8058.The horizontal coordinates were established by classical geodetic methods
 AF8058.and adjusted by the National Geodetic Survey in August 2005.
 AF8058
 AF8058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8058.The vertical order pertains to the NGVD 29 superseded value.
 AF8058
 AF8058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8058
 AF8058.The geoid height was determined by GEOID03.
 AF8058
 AF8058;                    North         East     Units Scale Factor Converg.
 AF8058;SPC NC       -   247,849.936   702,029.363   MT  0.99995323   +0 35 29.6
 AF8058;SPC NC       -   813,154.33  2,303,241.34   sFT  0.99995323   +0 35 29.6
 AF8058;UTM  18      - 3,985,814.964   231,757.635   MT  1.00048671   -1 44 56.1
 AF8058;UTM  17      - 3,985,953.373   772,737.629   MT  1.00051668   +1 46 41.7
 AF8058
 AF8058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8058!SPC NC       -   0.99999734  x   0.99995323  =   0.99995057
 AF8058!UTM  18      -   0.99999734  x   1.00048671  =   1.00048404
 AF8058!UTM  17      -   0.99999734  x   1.00051668  =   1.00051401
 AF8058
 AF8058                          SUPERSEDED SURVEY CONTROL
 AF8058
 AF8058  NAD 83(1986)-  35 58 47.71830(N)    077 58 30.29358(W) AD(       ) 2
 AF8058  NGVD 29 (06/05/98)   51.79   (m)          169.9    (f) LEVELING    3  
 AF8058
 AF8058.Superseded values are not recommended for survey control.
 AF8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8058.See file dsdata.txt to determine how the superseded data were derived.
 AF8058
 AF8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3175885815(NAD 83)
 AF8058_MARKER: DE = TRAVERSE STATION DISK
 AF8058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8058_SP_SET: CONCRETE WINGWALL OF BRIDGE
 AF8058_STAMPING: 25 JS 18 1962
 AF8058_MARK LOGO: NCDOT 
 AF8058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8058+STABILITY: SURFACE MOTION
 AF8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8058+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 AF8058
 AF8058  HISTORY     - Date     Condition        Report By
 AF8058  HISTORY     - 1962     MONUMENTED       NCDOT
 AF8058  HISTORY     - 19880101 GOOD             NCGS
 AF8058  HISTORY     - 20040925 GOOD             USPSQD
 AF8058
 AF8058                          STATION DESCRIPTION
 AF8058
 AF8058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AF8058'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTHWEST OF NASHVILLE AND
 AF8058'9.0 KM (5.60 MI) SOUTHWEST OF RED OAK. AT THE SOUTHWEST CORNER OF THE
 AF8058'US 64 EAST BOUND LANES OVER NC 58, DRILLED IN THE CONCRETE
 AF8058'WINGWALL.  MARK IS LOCATED 10.24 M (33.60 FT) NORTHEAST OF A
 AF8058'CHISELED--X--ON THE WEST END OF THE NORTH CONCRETE WHEELGUARD, AND
 AF8058'2.32 M (7.61 FT) SOUTHEAST OF A CHISELED--X--ON THE WEST END OF THE
 AF8058'SOUTH CONCRETE WHEELGUARD.
 AF8058
 AF8058                          STATION RECOVERY (2004)
 AF8058
 AF8058'RECOVERY NOTE BY US POWER SQUADRON 2004 (BB)
 AF8058'RECOBERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8059 ***********************************************************************
 AF8059  DESIGNATION -  25 JS 20
 AF8059  PID         -  AF8059
 AF8059  STATE/COUNTY-  NC/NASH
 AF8059  USGS QUAD   -  NASHVILLE (1977)
 AF8059
 AF8059                         *CURRENT SURVEY CONTROL
 AF8059  ___________________________________________________________________
 AF8059* NAD 83(2001)-  35 58 35.66310(N)    077 55 50.52001(W)     ADJUSTED  
 AF8059* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 AF8059  ___________________________________________________________________
 AF8059  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AF8059  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 AF8059  HORZ ORDER  -  SECOND
 AF8059
 AF8059.The horizontal coordinates were established by classical geodetic methods
 AF8059.and adjusted by the National Geodetic Survey in August 2005.
 AF8059
 AF8059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8059
 AF8059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8059
 AF8059.The geoid height was determined by GEOID03.
 AF8059
 AF8059;                    North         East     Units Scale Factor Converg.
 AF8059;SPC NC       -   247,520.789   706,035.311   MT  0.99995249   +0 37 01.8
 AF8059;SPC NC       -   812,074.46  2,316,384.18   sFT  0.99995249   +0 37 01.8
 AF8059;UTM  18      - 3,985,322.265   235,748.880   MT  1.00046051   -1 43 21.5
 AF8059;UTM  17      - 3,985,707.130   776,751.851   MT  1.00054387   +1 48 15.2
 AF8059
 AF8059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8059!SPC NC       -   0.99999689  x   0.99995249  =   0.99994938
 AF8059!UTM  18      -   0.99999689  x   1.00046051  =   1.00045739
 AF8059!UTM  17      -   0.99999689  x   1.00054387  =   1.00054075
 AF8059
 AF8059                          SUPERSEDED SURVEY CONTROL
 AF8059
 AF8059  NAD 83(1986)-  35 58 35.66967(N)    077 55 50.53038(W) AD(       ) 2
 AF8059  NGVD 29 (06/05/98)   54.8    (m)          180.     (f) VERT ANG    3  
 AF8059
 AF8059.Superseded values are not recommended for survey control.
 AF8059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8059.See file dsdata.txt to determine how the superseded data were derived.
 AF8059
 AF8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3574985322(NAD 83)
 AF8059_MARKER: DE = TRAVERSE STATION DISK
 AF8059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8059_STAMPING: 25 JS 20 1962
 AF8059_MARK LOGO: NCDOT 
 AF8059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8059+STABILITY: SURFACE MOTION
 AF8059
 AF8059  HISTORY     - Date     Condition        Report By
 AF8059  HISTORY     - 1962     MONUMENTED       NCDOT
 AF8059  HISTORY     - 19880101 GOOD             NCGS
 AF8059
 AF8059                          STATION DESCRIPTION
 AF8059
 AF8059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AF8059'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF NASHVILLE AND 7.1 KM
 AF8059'(4.40 MI) SOUTH-SOUTHWEST OF RED OAK.  ALONG US 64 FOR 4.85 KM (3.00
 AF8059'MI) WEST FROM I-95, OR 0.65 KM (0.40 MI) EAST FROM US 64 BUSINESS, ON
 AF8059'TOP OF A BANK, NEAR A RIGHT-OF-WAY FENCE.  MARK IS FLUSH WITH GROUND.
 AF8059'LOCATED 56.84 M (186.48 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 AF8059'LANES OF US 64, 10.97 M (35.99 FT) NORTH OF A RIGHT-OF-WAY FENCE--AND
 AF8059'1.68 M (5.51 FT) SOUTH OF A 14-INCH PINE, 4.27 M (14.01 FT)
 AF8059'EAST-NORTHEAST OF A 12-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3122 ***********************************************************************
 EY3122  DESIGNATION -  25 JS 23
 EY3122  PID         -  EY3122
 EY3122  STATE/COUNTY-  NC/NASH
 EY3122  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3122
 EY3122                         *CURRENT SURVEY CONTROL
 EY3122  ___________________________________________________________________
 EY3122* NAD 83(2001)-  35 58 19.58367(N)    077 50 32.72741(W)     ADJUSTED  
 EY3122* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 EY3122  ___________________________________________________________________
 EY3122  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EY3122  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EY3122  HORZ ORDER  -  SECOND
 EY3122
 EY3122.The horizontal coordinates were established by classical geodetic methods
 EY3122.and adjusted by the National Geodetic Survey in August 2005.
 EY3122
 EY3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3122
 EY3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3122
 EY3122.The geoid height was determined by GEOID03.
 EY3122
 EY3122;                    North         East     Units Scale Factor Converg.
 EY3122;SPC NC       -   247,114.542   714,001.829   MT  0.99995151   +0 40 05.2
 EY3122;SPC NC       -   810,741.63  2,342,521.00   sFT  0.99995151   +0 40 05.2
 EY3122;UTM  18      - 3,984,590.843   243,696.013   MT  1.00040953   -1 40 13.9
 EY3122
 EY3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3122!SPC NC       -   0.99999886  x   0.99995151  =   0.99995037
 EY3122!UTM  18      -   0.99999886  x   1.00040953  =   1.00040839
 EY3122
 EY3122:                Primary Azimuth Mark                     Grid Az
 EY3122:SPC NC       -  STONY                                    106 46 29.6
 EY3122:UTM  18      -  STONY                                    109 06 48.7
 EY3122
 EY3122|---------------------------------------------------------------------|
 EY3122| PID    Reference Object                     Distance      Geod. Az  |
 EY3122|                                                           dddmmss.s |
 EY3122| EY3114 STONY                               APPROX. 0.8 KM 1072634.8 |
 EY3122|---------------------------------------------------------------------|
 EY3122
 EY3122                          SUPERSEDED SURVEY CONTROL
 EY3122
 EY3122  NAD 83(1986)-  35 58 19.59524(N)    077 50 32.73648(W) AD(       ) 2
 EY3122  NAD 27      -  35 58 19.03604(N)    077 50 33.81196(W) AD(       ) 2
 EY3122  NGVD 29 (07/19/86)   42.4    (m)          139.     (f) VERT ANG    3  
 EY3122
 EY3122.Superseded values are not recommended for survey control.
 EY3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3122.See file dsdata.txt to determine how the superseded data were derived.
 EY3122
 EY3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4369684591(NAD 83)
 EY3122_MARKER: DD = SURVEY DISK
 EY3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3122+STABILITY: SURFACE MOTION
 EY3122
 EY3122  HISTORY     - Date     Condition        Report By
 EY3122  HISTORY     - 1963     MONUMENTED       NCHPWC
 EY3122  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EY3122  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 EY3122
 EY3122                          STATION DESCRIPTION
 EY3122
 EY3122'DESCRIBED BY NC HWY AND P W COMM 1963 (WCF)
 EY3122'25 JS 23 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3122'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3122'
 EY3122'25 JS 23 IS 3.3 MILES NORTHWEST OF THE CENTER OF ROCKY MOUNT,
 EY3122'LOCATED 0.75 MILES FROM U.S. 64 AND U.S. 64 BYPASS AT ENGLEWOOD
 EY3122'SHOPPING CENTER ALONG WEST LANE OF U.S. 64 BYPASS TO BRIDGE AT
 EY3122'SR 1613 AT SOUTHEAST END OF BRIDGE.  STATION IS ON THE SOUTH SIDE
 EY3122'OF U.S. 64 BYPASS EAST LANE ON E SIDE OF SR 1613, AND 0.6 MILE
 EY3122'NORTH ALONG SR 1613 FROM U.S. 64 BUSINESS OR SUNSET AVE.
 EY3122'
 EY3122'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISSION DISK, STAMPED
 EY3122'25 JS 23 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3122'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3122'
 EY3122'MARK IS
 EY3122'
 EY3122'39.1 FT W OF 3 LEAD NAILS IN PP 22
 EY3122'
 EY3122'2.0 FT E OF 1ST GUARD POST ON E SIDE OF SR 1613
 EY3122'
 EY3122'17.8 FT E OF C/L OF SR 1613
 EY3122'
 EY3122'2.7 FT E OF SE TOP OF BRIDGE RAIL
 EY3122'
 EY3122'50.0 FT S OF E LANE OF U.S. 64 BYPASS
 EY3122
 EY3122                          STATION RECOVERY (1983)
 EY3122
 EY3122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 EY3122'MARK WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY HIGHWAY
 EY3122'CONSTRUCTION.
 EY3122
 EY3122                          STATION RECOVERY (2004)
 EY3122
 EY3122'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY3122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8051 ***********************************************************************
 AF8051  DESIGNATION -  25 JS 31
 AF8051  PID         -  AF8051
 AF8051  STATE/COUNTY-  NC/NASH
 AF8051  USGS QUAD   -  SPRING HOPE (1981)
 AF8051
 AF8051                         *CURRENT SURVEY CONTROL
 AF8051  ___________________________________________________________________
 AF8051* NAD 83(2001)-  35 55 43.26376(N)    078 05 46.61998(W)     ADJUSTED  
 AF8051* NAVD 88     -        79.78   (+/-2cm)     261.7    (feet)  VERTCON   
 AF8051  ___________________________________________________________________
 AF8051  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AF8051  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AF8051  HORZ ORDER  -  SECOND
 AF8051  VERT ORDER  -  THIRD (See Below)
 AF8051
 AF8051.The horizontal coordinates were established by classical geodetic methods
 AF8051.and adjusted by the National Geodetic Survey in August 2005.
 AF8051
 AF8051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8051.The vertical order pertains to the NGVD 29 superseded value.
 AF8051
 AF8051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8051
 AF8051.The geoid height was determined by GEOID03.
 AF8051
 AF8051;                    North         East     Units Scale Factor Converg.
 AF8051;SPC NC       -   242,059.249   691,151.112   MT  0.99994227   +0 31 17.8
 AF8051;SPC NC       -   794,156.05  2,267,551.61   sFT  0.99994227   +0 31 17.8
 AF8051;UTM  17      - 3,979,935.759   761,975.716   MT  1.00044577   +1 42 17.3
 AF8051
 AF8051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8051!SPC NC       -   0.99999286  x   0.99994227  =   0.99993513
 AF8051!UTM  17      -   0.99999286  x   1.00044577  =   1.00043863
 AF8051
 AF8051                          SUPERSEDED SURVEY CONTROL
 AF8051
 AF8051  NAD 83(1986)-  35 55 43.26911(N)    078 05 46.63061(W) AD(       ) 2
 AF8051  NGVD 29 (06/05/98)   80.09   (m)          262.8    (f) LEVELING    3  
 AF8051
 AF8051.Superseded values are not recommended for survey control.
 AF8051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8051.See file dsdata.txt to determine how the superseded data were derived.
 AF8051
 AF8051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6197679936(NAD 83)
 AF8051_MARKER: DE = TRAVERSE STATION DISK
 AF8051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8051_STAMPING: 25 JS 31 1964
 AF8051_MARK LOGO: NCSHC 
 AF8051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF8051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8051+STABILITY: SURFACE MOTION
 AF8051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8051+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 AF8051
 AF8051  HISTORY     - Date     Condition        Report By
 AF8051  HISTORY     - 1964     MONUMENTED       NCSHC
 AF8051  HISTORY     - 19830101 GOOD             NCGS
 AF8051  HISTORY     - 20090117 GOOD             GEOCAC
 AF8051
 AF8051                          STATION DESCRIPTION
 AF8051
 AF8051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8051'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF SPRING HOPE AND
 AF8051'4.2 MI (6.8 KM) NORTH OF FLOODS CHAPEL CROSSROAD. AT THE INTERSECTION
 AF8051'OF NC 581 WITH SR 1145 (OLD SPRING HOPE ROAD), IN THE NORTHWEST
 AF8051'QUADRANT, IN THE YARD OF EPHESUS BAPTIST CHURCH. MARK IS FLUSH WITH
 AF8051'GROUND AND LEVEL WITH HIGHWAY. LOCATED 40.5 M (132.9 FT)
 AF8051'WEST-SOUTHWEST OF THE CENTERLINE OF NC 581, 8.9 M (29.2 FT) NORTHEAST
 AF8051'OF THE CENTERLINE OF THE ROAD, 11.5 M (37.7 FT) SOUTHWEST OF THE SOUTH
 AF8051'CORNER OF THE SANCTUARY, 25.1 M (82.3 FT) SOUTHEAST OF THE WEST CORNER
 AF8051'OF THE COVERED WALKWAY BRICK SUPPORT COLUMN, 22.7 M (74.5 FT)
 AF8051'NORTHWEST OF A RIGHT-OF-WAY MARKER, AND 20.8 M (68.2 FT) NORTH OF A
 AF8051'POWER POLE WITH A REFERENCE TAG.
 AF8051
 AF8051                          STATION RECOVERY (2009)
 AF8051
 AF8051'RECOVERY NOTE BY GEOCACHING 2009 (PFF)
 AF8051'RECOVERED AS DESCRIBED, EXCEPT THE REFERENCED POWER POLE HAS BEEN
 AF8051'REPLACED AND THE R/W MARKER IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4077 ***********************************************************************
 EZ4077  DESIGNATION -  25 JS 8
 EZ4077  PID         -  EZ4077
 EZ4077  STATE/COUNTY-  NC/NASH
 EZ4077  USGS QUAD   -  SPRING HOPE (1981)
 EZ4077
 EZ4077                         *CURRENT SURVEY CONTROL
 EZ4077  ___________________________________________________________________
 EZ4077* NAD 83(2001)-  35 56 31.39263(N)    078 06 58.09312(W)     ADJUSTED  
 EZ4077* NAVD 88     -        75.1    (meters)     246.     (feet)  VERTCON   
 EZ4077  ___________________________________________________________________
 EZ4077  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 EZ4077  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EZ4077  HORZ ORDER  -  SECOND
 EZ4077
 EZ4077.The horizontal coordinates were established by classical geodetic methods
 EZ4077.and adjusted by the National Geodetic Survey in August 2005.
 EZ4077
 EZ4077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4077
 EZ4077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4077
 EZ4077.The geoid height was determined by GEOID03.
 EZ4077
 EZ4077;                    North         East     Units Scale Factor Converg.
 EZ4077;SPC NC       -   243,526.385   689,346.393   MT  0.99994505   +0 30 36.5
 EZ4077;SPC NC       -   798,969.48  2,261,630.62   sFT  0.99994505   +0 30 36.5
 EZ4077;UTM  17      - 3,981,366.021   760,140.171   MT  1.00043395   +1 41 37.3
 EZ4077
 EZ4077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4077!SPC NC       -   0.99999359  x   0.99994505  =   0.99993864
 EZ4077!UTM  17      -   0.99999359  x   1.00043395  =   1.00042754
 EZ4077
 EZ4077                          SUPERSEDED SURVEY CONTROL
 EZ4077
 EZ4077  NAD 83(1986)-  35 56 31.39956(N)    078 06 58.10317(W) AD(       ) 2
 EZ4077  NAD 27      -  35 56 30.84172(N)    078 06 59.13856(W) AD(       ) 2
 EZ4077  NGVD 29 (07/19/86)   75.4    (m)          247.     (f) VERT ANG    3  
 EZ4077
 EZ4077.Superseded values are not recommended for survey control.
 EZ4077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4077.See file dsdata.txt to determine how the superseded data were derived.
 EZ4077
 EZ4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6014081366(NAD 83)
 EZ4077_MARKER: DE = TRAVERSE STATION DISK
 EZ4077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4077_MARK LOGO: NCSHC 
 EZ4077_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4077+STABILITY: SURFACE MOTION
 EZ4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4077+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 EZ4077
 EZ4077  HISTORY     - Date     Condition        Report By
 EZ4077  HISTORY     - 1962     MONUMENTED       NCHC
 EZ4077  HISTORY     - 1987     GOOD             USPSQD
 EZ4077  HISTORY     - 20090117 GOOD             GEOCAC
 EZ4077
 EZ4077                          STATION DESCRIPTION
 EZ4077
 EZ4077'DESCRIBED BY NC HIGHWAY COMM 1962 (JCS)
 EZ4077'25 JS 8 IS A N.C. HIGHWAY COMMISSION STATION LOCATED IN SOUTHWEST
 EZ4077'SECTION OF SPRING HOPE, NORTH CAROLINA, AND TRAVERSED TO BY THE N.C.
 EZ4077'GEODETIC SURVEY IN 1976.
 EZ4077'
 EZ4077'TO REACH STATION FROM INTERSECTION OF US 64 (NASH STREET) WITH NC 581
 EZ4077'(SOUTH) IN CENTER OF SPRING HOPE, PROCEED WESTERLY ALONG US 64 FOR
 EZ4077'0.35 MILE TO STATION ON RIGHT, IN SOUTHEAST CORNER OF YARD OF HOUSE
 EZ4077'NO.422.
 EZ4077'
 EZ4077'STATION IS A STANDARD NCHC DISK, STAMPED---25 JS 8 1962---, SET IN THE
 EZ4077'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE
 EZ4077'OF THE GROUND.  THE MARK IS 26.4 FEET NORTH-NORTHWEST OF THE
 EZ4077'CENTERLINE OF US 64, 8.5 FEET SOUTHWEST OF THE CENTERLINE OF DIRT AND
 EZ4077'GRAVEL DRIVEWAY, 44.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF FRONT
 EZ4077'PORCH SUPPORT POST, 5.6 FEET NORTH-NORTHWEST OF WEST END OF CONCRETE
 EZ4077'CULVERT UNDER DRIVEWAY, 22.4 FEET WEST-SOUTHWEST OF POWER POLE WITH
 EZ4077'TRANSFORMER, NIGHT LIGHT AND ALUMINUM TAG, 24.7 FEET NORTHEAST OF
 EZ4077'CENTER OF METAL WATER METER COVER, AND 85.8 FEET NORTH-NORTHEAST OF
 EZ4077'POWER POLE NO.1329 WITH ALUMINUM TAG SOUTH OF HIGHWAY.
 EZ4077
 EZ4077                          STATION RECOVERY (1987)
 EZ4077
 EZ4077'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4077'RECOVERED IN GOOD CONDITION.
 EZ4077
 EZ4077                          STATION RECOVERY (2009)
 EZ4077
 EZ4077'RECOVERY NOTE BY GEOCACHING 2009 (PFF)
 EZ4077'THE REFERENCED HOUSE, PP, AND WATER METER COVER ARE OKAY. MARK IS IN
 EZ4077'GOOD CONDITION. THE SITE IS ACROSS THE STREET FROM THE FIRE DEPARTMENT
 EZ4077'AND A CAR WASH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4755 ***********************************************************************
 AH4755  DESIGNATION -  25 LB 1
 AH4755  PID         -  AH4755
 AH4755  STATE/COUNTY-  NC/JOHNSTON
 AH4755  USGS QUAD   -  EDMONDSON (1993)
 AH4755
 AH4755                         *CURRENT SURVEY CONTROL
 AH4755  ___________________________________________________________________
 AH4755* NAD 83(2007)-  35 34 27.33965(N)    078 34 48.68267(W)     ADJUSTED  
 AH4755* NAVD 88     -        76.13   (meters)     249.8    (feet)  LEVELING  
 AH4755  ___________________________________________________________________
 AH4755  EPOCH DATE  -        2002.00
 AH4755  X           -   1,028,324.673 (meters)                     COMP
 AH4755  Y           -  -5,090,836.969 (meters)                     COMP
 AH4755  Z           -   3,689,897.422 (meters)                     COMP
 AH4755  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 AH4755  ELLIP HEIGHT-          42.647 (meters)          (02/10/07) ADJUSTED
 AH4755  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AH4755
 AH4755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4755  Type    PID    Designation                      North   East  Ellip
 AH4755  -------------------------------------------------------------------
 AH4755  NETWORK AH4755 25 LB 1                           1.16   1.08   1.80
 AH4755  -------------------------------------------------------------------
 AH4755  VERT ORDER  -  THIRD
 AH4755
 AH4755.The horizontal coordinates were established by GPS observations
 AH4755.and adjusted by the National Geodetic Survey in February 2007.
 AH4755
 AH4755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4755.The horizontal coordinates are valid at the epoch date displayed above.
 AH4755.The epoch date for horizontal control is a decimal equivalence
 AH4755.of Year/Month/Day.
 AH4755
 AH4755.The orthometric height was determined by differential leveling.
 AH4755.The vertical network tie was performed by a horz. field party for horz.
 AH4755.obs reductions. Reset procedures were used to establish the elevation.
 AH4755
 AH4755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4755
 AH4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4755
 AH4755.The ellipsoidal height was determined by GPS observations
 AH4755.and is referenced to NAD 83.
 AH4755
 AH4755.The geoid height was determined by GEOID03.
 AH4755
 AH4755;                    North         East     Units Scale Factor Converg.
 AH4755;SPC NC       -   202,447.126   647,650.910   MT  0.99988838   +0 14 32.3
 AH4755;SPC NC       -   664,195.28  2,124,834.69   sFT  0.99988838   +0 14 32.3
 AH4755;UTM  17      - 3,939,424.210   719,279.173   MT  1.00019257   +1 24 29.9
 AH4755
 AH4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4755!SPC NC       -   0.99999331  x   0.99988838  =   0.99988169
 AH4755!UTM  17      -   0.99999331  x   1.00019257  =   1.00018588
 AH4755
 AH4755|---------------------------------------------------------------------|
 AH4755| PID    Reference Object                     Distance      Geod. Az  |
 AH4755|                                                           dddmmss.s |
 AH4755| AH4756 CORNWALLIS                          322.606 METERS 09633     |
 AH4755|---------------------------------------------------------------------|
 AH4755
 AH4755                          SUPERSEDED SURVEY CONTROL
 AH4755
 AH4755  NAD 83(2001)-  35 34 27.33983(N)    078 34 48.68257(W) AD(       ) 1
 AH4755  ELLIP H (03/13/03)   42.653  (m)                       GP(       ) 4 2
 AH4755  NAD 83(1986)-  35 34 27.34593(N)    078 34 48.69263(W) AD(       ) 1
 AH4755
 AH4755.Superseded values are not recommended for survey control.
 AH4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4755.See file dsdata.txt to determine how the superseded data were derived.
 AH4755
 AH4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1927939424(NAD 83)
 AH4755_MARKER: DD = SURVEY DISK
 AH4755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4755_STAMPING: 25 LB 1 1978
 AH4755_MARK LOGO: NCDOT 
 AH4755_PROJECTION: FLUSH
 AH4755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4755+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4755
 AH4755  HISTORY     - Date     Condition        Report By
 AH4755  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4755  HISTORY     - 19911022 GOOD             NCGS
 AH4755
 AH4755                          STATION DESCRIPTION
 AH4755
 AH4755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 AH4755'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM) NORTH OF BENSON, 9.3 MI
 AH4755'(15.0 KM) SOUTH OF GARNER. ALONG SR 1524 (OLD DRUG STORE RD) FOR 0.45
 AH4755'MI (0.72 KM) NORTHEAST FROM NC 50, THENCE EAST ALONG SR 1525
 AH4755'(CORNWALLIS RD) FOR 0.3 MI, IN GRASS AREA ON NORTH SIDE OF ROAD. MARK
 AH4755'IS 1-FOOT LOWER THAN ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED
 AH4755'ABOUT 1050 FT (320.0 M) WEST OF THE OVERPASS BRIDGE OF I-40, 23.5 FT
 AH4755'(7.2 M) NORTH OF THE CENTERLINE OF ROAD, 6.2 FT (1.9 M) SOUTH OF A
 AH4755'WIRE FENCE--AND 177.8 FT (54.2 M) WEST OF A FENCE CORNER POST, 198.7
 AH4755'FT (60.6 M) EAST OF A 42-INCH OAK AT A FENCE CORNER--BOTH WITH
 AH4755'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4760 ***********************************************************************
 AH4760  DESIGNATION -  25 LB 2
 AH4760  PID         -  AH4760
 AH4760  STATE/COUNTY-  NC/JOHNSTON
 AH4760  USGS QUAD   -  EDMONDSON (1993)
 AH4760
 AH4760                         *CURRENT SURVEY CONTROL
 AH4760  ___________________________________________________________________
 AH4760* NAD 83(2007)-  35 32 51.19557(N)    078 34 19.97530(W)     ADJUSTED  
 AH4760* NAVD 88     -        89.13   (meters)     292.4    (feet)  LEVELING  
 AH4760  ___________________________________________________________________
 AH4760  EPOCH DATE  -        2002.00
 AH4760  X           -   1,029,376.714 (meters)                     COMP
 AH4760  Y           -  -5,092,393.231 (meters)                     COMP
 AH4760  Z           -   3,687,494.429 (meters)                     COMP
 AH4760  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 AH4760  ELLIP HEIGHT-          55.587 (meters)          (02/10/07) ADJUSTED
 AH4760  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AH4760
 AH4760  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4760  Type    PID    Designation                      North   East  Ellip
 AH4760  -------------------------------------------------------------------
 AH4760  NETWORK AH4760 25 LB 2                           1.00   0.76   1.49
 AH4760  -------------------------------------------------------------------
 AH4760  VERT ORDER  -  THIRD
 AH4760
 AH4760.The horizontal coordinates were established by GPS observations
 AH4760.and adjusted by the National Geodetic Survey in February 2007.
 AH4760
 AH4760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4760.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4760.The horizontal coordinates are valid at the epoch date displayed above.
 AH4760.The epoch date for horizontal control is a decimal equivalence
 AH4760.of Year/Month/Day.
 AH4760
 AH4760.The orthometric height was determined by differential leveling.
 AH4760.The vertical network tie was performed by a horz. field party for horz.
 AH4760.obs reductions. Reset procedures were used to establish the elevation.
 AH4760
 AH4760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4760
 AH4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4760
 AH4760.The ellipsoidal height was determined by GPS observations
 AH4760.and is referenced to NAD 83.
 AH4760
 AH4760.The geoid height was determined by GEOID03.
 AH4760
 AH4760;                    North         East     Units Scale Factor Converg.
 AH4760;SPC NC       -   199,487.443   648,386.424   MT  0.99988587   +0 14 48.9
 AH4760;SPC NC       -   654,485.05  2,127,247.79   sFT  0.99988587   +0 14 48.9
 AH4760;UTM  17      - 3,936,479.195   720,074.984   MT  1.00019688   +1 24 43.3
 AH4760
 AH4760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4760!SPC NC       -   0.99999128  x   0.99988587  =   0.99987715
 AH4760!UTM  17      -   0.99999128  x   1.00019688  =   1.00018815
 AH4760
 AH4760:                Primary Azimuth Mark                     Grid Az
 AH4760:SPC NC       -  RECREECH AZ MK                           307 26 11.9
 AH4760:UTM  17      -  RECREECH AZ MK                           306 16 17.5
 AH4760
 AH4760|---------------------------------------------------------------------|
 AH4760| PID    Reference Object                     Distance      Geod. Az  |
 AH4760|                                                           dddmmss.s |
 AH4760| AH4759 RECREECH AZ MK                      436.802 METERS 3074100.8 |
 AH4760|---------------------------------------------------------------------|
 AH4760
 AH4760                          SUPERSEDED SURVEY CONTROL
 AH4760
 AH4760  NAD 83(2001)-  35 32 51.19575(N)    078 34 19.97518(W) AD(       ) 1
 AH4760  ELLIP H (03/13/03)   55.593  (m)                       GP(       ) 4 2
 AH4760  NAD 83(1986)-  35 32 51.20202(N)    078 34 19.98519(W) AD(       ) 1
 AH4760
 AH4760.Superseded values are not recommended for survey control.
 AH4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4760.See file dsdata.txt to determine how the superseded data were derived.
 AH4760
 AH4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2007536479(NAD 83)
 AH4760_MARKER: DD = SURVEY DISK
 AH4760_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4760_STAMPING: 25 LB 2 1978
 AH4760_MARK LOGO: NCDOT 
 AH4760_PROJECTION: FLUSH
 AH4760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4760+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4760
 AH4760  HISTORY     - Date     Condition        Report By
 AH4760  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4760  HISTORY     - 19911022 GOOD             NCGS
 AH4760  HISTORY     - 20071120 MARK NOT FOUND   GEOCAC
 AH4760
 AH4760                          STATION DESCRIPTION
 AH4760
 AH4760'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4760'STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF BENSON, 2.1 MI
 AH4760'(3.4 KM) NORTH OF MCGEE CROSSROADS. ALONG SR 1517 (SANDERS RD) FOR 0.5
 AH4760'MI (0.8 KM) SOUTHEAST FROM THE OVERPASS OF I-40 (NO INTERCHANGE), ON
 AH4760'SOUTHWEST BANK ACROSS FROM--COATS MEMORIAL CHAPEL--. MARK IS 3-FEET
 AH4760'HIGHER THAN ROAD. LOCATED 24.0 FT (7.3 M) NORTHEAST OF THE CENTERLINE
 AH4760'OF THE ROAD, 100.0 FT (30.5 M) EAST-SOUTHEAST OF THE EAST CORNER OF A
 AH4760'CONCRETE BLOCK BARN, 105.3 FT (32.1 M) WEST-NORTHWEST OF THE SOUTHWEST
 AH4760'END OF A CHAIN LINK FENCE ON WEST SIDE OF--COATS MEMORIAL CHAPEL--,
 AH4760'AND 167.0 FT (50.9 M) SOUTHEAST OF A 28-INCH MAGNOLIA WITH REFERENCE
 AH4760'TAG.
 AH4760
 AH4760                          STATION RECOVERY (2007)
 AH4760
 AH4760'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4760'VISITED SITE. ALTHOUGH THE REFERENCED CHURCH, FENCE, AND BARN REMAIN,
 AH4760'THE SOUTHWEST BANK HAS BEEN GRADED DOWN LEVEL WITH THE ROAD AND A
 AH4760'HOUSE AND DRIVEWAY HAVE BEEN CONSTRUCTED. THE MARK WAS IN THE AFFECTED
 AH4760'AREA. REFERENCES ARE DEED BOOK 1371-0424 AND PLAT BOOK 41-339.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3789 ***********************************************************************
 FB3789  DESIGNATION -  25 WC 1
 FB3789  PID         -  FB3789
 FB3789  STATE/COUNTY-  NC/MADISON
 FB3789  USGS QUAD   -  MARSHALL (1990)
 FB3789
 FB3789                         *CURRENT SURVEY CONTROL
 FB3789  ___________________________________________________________________
 FB3789* NAD 83(2007)-  35 48 11.36030(N)    082 39 30.41479(W)     ADJUSTED  
 FB3789* NAVD 88     -       589.737  (meters)    1934.83   (feet)  ADJUSTED  
 FB3789  ___________________________________________________________________
 FB3789  EPOCH DATE  -        2002.00
 FB3789  X           -     661,826.106 (meters)                     COMP
 FB3789  Y           -  -5,136,800.836 (meters)                     COMP
 FB3789  Z           -   3,710,827.043 (meters)                     COMP
 FB3789  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FB3789  ELLIP HEIGHT-         559.594 (meters)          (02/10/07) ADJUSTED
 FB3789  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB3789  DYNAMIC HT  -         589.149 (meters)    1932.90  (feet)  COMP
 FB3789
 FB3789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3789  Type    PID    Designation                      North   East  Ellip
 FB3789  -------------------------------------------------------------------
 FB3789  NETWORK FB3789 25 WC 1                           0.55   0.47   1.57
 FB3789  -------------------------------------------------------------------
 FB3789  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 FB3789
 FB3789  VERT ORDER  -  SECOND    CLASS II
 FB3789
 FB3789.The horizontal coordinates were established by GPS observations
 FB3789.and adjusted by the National Geodetic Survey in February 2007.
 FB3789
 FB3789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3789.The horizontal coordinates are valid at the epoch date displayed above.
 FB3789.The epoch date for horizontal control is a decimal equivalence
 FB3789.of Year/Month/Day.
 FB3789
 FB3789.The orthometric height was determined by differential leveling
 FB3789.and adjusted in January 2005.
 FB3789.No vertical observational check was made to the station.
 FB3789
 FB3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3789
 FB3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3789
 FB3789.The ellipsoidal height was determined by GPS observations
 FB3789.and is referenced to NAD 83.
 FB3789
 FB3789.The geoid height was determined by GEOID03.
 FB3789
 FB3789.The dynamic height is computed by dividing the NAVD 88
 FB3789.geopotential number by the normal gravity value computed on the
 FB3789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3789.degrees latitude (g = 980.6199 gals.).
 FB3789
 FB3789.The modeled gravity was interpolated from observed gravity values.
 FB3789
 FB3789;                    North         East     Units Scale Factor Converg.
 FB3789;SPC NC       -   233,852.900   279,025.910   MT  0.99991880   -2 06 41.6
 FB3789;SPC NC       -   767,232.39    915,437.51   sFT  0.99991880   -2 06 41.6
 FB3789;UTM  17      - 3,963,384.810   350,150.740   MT  0.99987670   -0 58 13.4
 FB3789
 FB3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3789!SPC NC       -   0.99991218  x   0.99991880  =   0.99983098
 FB3789!UTM  17      -   0.99991218  x   0.99987670  =   0.99978889
 FB3789
 FB3789                          SUPERSEDED SURVEY CONTROL
 FB3789
 FB3789  NAD 83(2001)-  35 48 11.36040(N)    082 39 30.41471(W) AD(       ) 2
 FB3789  ELLIP H (03/13/03)  559.620  (m)                       GP(       ) 4 2
 FB3789  NAD 83(1995)-  35 48 11.36093(N)    082 39 30.41475(W) AD(       ) 2
 FB3789  NAD 83(1986)-  35 48 11.36680(N)    082 39 30.41532(W) AD(       ) 2
 FB3789  NAD 83(1986)-  35 48 11.36679(N)    082 39 30.41533(W) AD(       ) 1
 FB3789  NAD 83(1986)-  35 48 11.37386(N)    082 39 30.41827(W) AD(       ) 2
 FB3789  NAVD 88 (09/30/94)  589.75   (m)         1934.9    (f) LEVELING    3  
 FB3789  NGVD 29 (02/22/93)  589.93   (m)         1935.5    (f) LEVELING    3  
 FB3789
 FB3789.Superseded values are not recommended for survey control.
 FB3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3789.See file dsdata.txt to determine how the superseded data were derived.
 FB3789
 FB3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5015163385(NAD 83)
 FB3789_MARKER: DE = TRAVERSE STATION DISK
 FB3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3789_SP_SET: PREFAB CONC. POST IN EARTH
 FB3789_STAMPING: 25 WC 1 1969
 FB3789_MARK LOGO: NCSHC 
 FB3789_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3789+STABILITY: SURFACE MOTION
 FB3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3789+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1992
 FB3789
 FB3789  HISTORY     - Date     Condition        Report By
 FB3789  HISTORY     - 1969     MONUMENTED       NCSHC
 FB3789  HISTORY     - 19820101 GOOD             NCGS
 FB3789  HISTORY     - 19920924 GOOD             NCGS
 FB3789  HISTORY     - 19990820 GOOD             NCGS
 FB3789
 FB3789                          STATION DESCRIPTION
 FB3789
 FB3789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3789'DESCRIBED BY NCDOT IN 1969.
 FB3789'STATION IS LOCATED ABOUT 1.5 MILE NORTHEAST OF MARSHALL, AND 6.3 MILES
 FB3789'SOUTHWEST OF MARS HILL, ON NC 213.
 FB3789'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 FB3789'OF U.S. 25 AND 70 BYPASS AND NC 213 EAST OF MASRHALL, 1.0 FOOT WEST OF
 FB3789'THE WEST END OF THE MOST NORTHERN BRIDGE RAILING, AND 16.6 FEET NORTH
 FB3789'OF THE CENTER OF U.S. 25 AND 70.  THE STATION IS SET FLUSH WITH
 FB3789'GROUND.
 FB3789'LOCATED IS 6.33 FEET SOUTHEAST OF A CHISELED-X-ON A CONCRETE CURB,
 FB3789'90.59 FEET NORTHWEST OF A CHISELED-X-ON THE CONCRETE BRIDGE RAILING,
 FB3789'AND 50.82 FEET NORTH-NORTHWEST OF A CHISELED-X-ON A CONCRETE WHEEL
 FB3789'CLEARANCE RAIL.
 FB3789
 FB3789                          STATION RECOVERY (1992)
 FB3789
 FB3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3789'RECOVERED AS DESCRIBED.
 FB3789
 FB3789                          STATION RECOVERY (1999)
 FB3789
 FB3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FB3789'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4462 ***********************************************************************
 FA4462  DESIGNATION -  250 RM
 FA4462  PID         -  FA4462
 FA4462  STATE/COUNTY-  NC/MECKLENBURG
 FA4462  USGS QUAD   -  BELMONT (1997)
 FA4462
 FA4462                         *CURRENT SURVEY CONTROL
 FA4462  ___________________________________________________________________
 FA4462* NAD 83(2001)-  35 13 46.63995(N)    081 00 21.68649(W)     NO CHECK  
 FA4462* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 FA4462  ___________________________________________________________________
 FA4462  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 FA4462  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FA4462  HORZ ORDER  -  THIRD
 FA4462
 FA4462.The horizontal coordinates were established by classical geodetic methods
 FA4462.and adjusted by the National Geodetic Survey in August 2005.
 FA4462.No horizontal observational check was made to the station.
 FA4462
 FA4462.The orthometric height was scaled from a topographic map.
 FA4462
 FA4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4462
 FA4462.The geoid height was determined by GEOID03.
 FA4462
 FA4462;                    North         East     Units Scale Factor Converg.
 FA4462;SPC NC       -   165,979.184   427,023.685   MT  0.99987267   -1 09 28.1
 FA4462;SPC NC       -   544,550.04  1,400,993.54   sFT  0.99987267   -1 09 28.1
 FA4462;UTM  17      - 3,898,507.794   499,451.838   MT  0.99960000   -0 00 12.5
 FA4462
 FA4462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4462!SPC NC       -   0.99997300  x   0.99987267  =   0.99984567
 FA4462!UTM  17      -   0.99997300  x   0.99960000  =   0.99957301
 FA4462
 FA4462                          SUPERSEDED SURVEY CONTROL
 FA4462
 FA4462  NAD 83(1986)-  35 13 46.65373(N)    081 00 21.69332(W) AD(       ) 3
 FA4462
 FA4462.Superseded values are not recommended for survey control.
 FA4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4462.See file dsdata.txt to determine how the superseded data were derived.
 FA4462
 FA4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9945298508(NAD 83)
 FA4462_MARKER: A = ALUMINUM MARKER
 FA4462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4462_SP_SET: CONCRETE POST
 FA4462_STAMPING: 250
 FA4462_MARK LOGO: NC0870
 FA4462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4462+STABILITY: SURFACE MOTION
 FA4462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4462+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA4462
 FA4462  HISTORY     - Date     Condition        Report By
 FA4462  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4462  HISTORY     - 20040407 GOOD             USPSQD
 FA4462  HISTORY     - 20060906 GOOD             USPSQD
 FA4462
 FA4462                          STATION DESCRIPTION
 FA4462
 FA4462'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4462'MARK IS LOCATED IN MECKLENBURG COUNTY, 14.5 KM (9.01 MI)   WEST OF
 FA4462'CHARLOTTE AND 3.22 KM (2.00 MI) EAST OF BELMONT.
 FA4462'MARK REACHED BY FIRST GOING TO GPS STATION M 050. (164.04 FT) TO REACH
 FA4462'THE STATION FROM THE INTERSECTION OF U.S.74/U.S.29 BUS. AND S.R.1191
 FA4462'(OLD DOWD ROAD), PROCEED WEST ON OLD DOWD ROAD FOR 0.72 KM (0.45 MI)
 FA4462'TO INTERSECTION OF S.R.1186 (AMOS SMITH ROAD).  GO SOUTH ON S.R.1186
 FA4462'FOR 1.28 KM (0.80 MI) TO INTERSECTION OF BRITE ROAD. PROCEED WEST ON
 FA4462'BRITE ROAD FOR 0.80 KM (0.50 MI) TO TRANSMISSION LINES RIGHT-OF-WAY.
 FA4462'STATION IS 0.16 KM (0.10 MI) NORTH OF BRITE ROAD ON POWER LINE ACCESS
 FA4462'ROAD IN WEST RIGHT-OF-WAY. STATION IS 44.19 M (144.98 FT) S23W OF THE
 FA4462'CENTER TOWER ON ACCESS ROAD, 1.52 M (4.99 FT) N64W OF THE CENTERLINE
 FA4462'OF THE ACCESS ROAD TO THE EAST, AND 4.02 M (13.19 FT) S72E OF THE
 FA4462'ACCESS ROAD TO THE WEST.
 FA4462'TO REACH THE REFERENCE MARK FROM GPS STATION M 050, PROCEED SOUTH ON
 FA4462'BRITE ROAD FOR 0.16 KM (0.10 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY
 FA4462'OF THE ROAD, 2.49 M (8.17 FT) FROM THE EDGE OF THE PAVEMENT.  THE
 FA4462'REFERENCE MARK IS BEARING S03W AND DISTANCE 248.424 M (815.038 FT)
 FA4462'FROM THE GPS STATION.  THE REFERENCE MARK IS STAMPED 250.
 FA4462
 FA4462                          STATION RECOVERY (2004)
 FA4462
 FA4462'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4462' 
 FA4462' 
 FA4462
 FA4462                          STATION RECOVERY (2006)
 FA4462
 FA4462'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4464 ***********************************************************************
 FA4464  DESIGNATION -  252 AZ MK
 FA4464  PID         -  FA4464
 FA4464  STATE/COUNTY-  NC/MECKLENBURG
 FA4464  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4464
 FA4464                         *CURRENT SURVEY CONTROL
 FA4464  ___________________________________________________________________
 FA4464* NAD 83(2001)-  35 13 51.69205(N)    080 56 13.23817(W)     NO CHECK  
 FA4464* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 FA4464  ___________________________________________________________________
 FA4464  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 FA4464  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FA4464  HORZ ORDER  -  THIRD
 FA4464
 FA4464.The horizontal coordinates were established by classical geodetic methods
 FA4464.and adjusted by the National Geodetic Survey in August 2005.
 FA4464.No horizontal observational check was made to the station.
 FA4464
 FA4464.The orthometric height was scaled from a topographic map.
 FA4464
 FA4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4464
 FA4464.The geoid height was determined by GEOID03.
 FA4464
 FA4464;                    North         East     Units Scale Factor Converg.
 FA4464;SPC NC       -   166,010.084   433,307.142   MT  0.99987266   -1 07 04.7
 FA4464;SPC NC       -   544,651.42  1,421,608.52   sFT  0.99987266   -1 07 04.7
 FA4464;UTM  17      - 3,898,665.228   505,731.685   MT  0.99960040   +0 02 10.8
 FA4464
 FA4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4464!SPC NC       -   0.99996826  x   0.99987266  =   0.99984092
 FA4464!UTM  17      -   0.99996826  x   0.99960040  =   0.99956867
 FA4464
 FA4464                          SUPERSEDED SURVEY CONTROL
 FA4464
 FA4464  NAD 83(1986)-  35 13 51.70634(N)    080 56 13.24521(W) AD(       ) 3
 FA4464
 FA4464.Superseded values are not recommended for survey control.
 FA4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4464.See file dsdata.txt to determine how the superseded data were derived.
 FA4464
 FA4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0573298665(NAD 83)
 FA4464_MARKER: A = ALUMINUM MARKER
 FA4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4464_SP_SET: CONCRETE POST
 FA4464_STAMPING: 252
 FA4464_MARK LOGO: NC0870
 FA4464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4464+STABILITY: SURFACE MOTION
 FA4464
 FA4464  HISTORY     - Date     Condition        Report By
 FA4464  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4464  HISTORY     - 19960214 GOOD             USPSQD
 FA4464
 FA4464                          STATION DESCRIPTION
 FA4464
 FA4464'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4464'MARK IS LOCATED IN MECKLENBURG COUNTY, 8.82 KM (5.48 MI) WEST OF
 FA4464'CHARLOTTE.
 FA4464'MARK REACHED BY FIRST GOING TO GPS STATION M 052. (170.60 FT) TO REACH
 FA4464'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND U.S.29/U.S.74
 FA4464'(WILKINSON BLVD), PROCEED WEST ON U.S.29/U.S.74 FOR 4.18 KM
 FA4464'(2.60 MI) TO INTERSECTION OF OLD DOWD ROAD.  GO WEST ON OLD DOWD ROAD
 FA4464'FOR 2.41 KM (1.50 MI) TO INTERSECTION OF OLD DOWD ROAD AND AIRPORT
 FA4464'FREEWAY.  STATION IS LOCATED IN NORTHWEST QUADRANT OF INTERSECTION,
 FA4464'6.0 M (19.68 FT) N24E OF THE CENTERLINE OF OLD DOWD ROAD, 28.0 M
 FA4464'(91.86 FT)  S59E OF A UTILITY POLE WITH A TAG TO NORTHWEST, 46.05 M
 FA4464'(151.08 FT)  N67W OF A UTILITY POLE WITH A TAG, TO SOUTHWEST AND 5.79
 FA4464'M (19.00 FT)  S24W OF A CYCLONE FENCE BORDERING THE AIRPORT PARKING
 FA4464'LOT.
 FA4464'TO REACH THE AZIMUTH MARK FROM GPS STATION M 052, PROCEED EAST ON THE
 FA4464'AIRPORT FREEWAY FOR 0.48 KM (0.30 MI) TO THE MARK IN THE NORTH
 FA4464'RIGHT-OF-WAY OF THE WEST BOUND LANE, 5.24 M (17.19 FT) NORTH OF THE
 FA4464'EDGE OF PAVEMENT.  THE AZIMUTH MARK IS BEARING N75E AND DISTANCE
 FA4464'529.067 M (1735.781 FT) FROM THE GPS STATION.  THE AZIMUTH MARK IS
 FA4464'STAMPED 252.
 FA4464
 FA4464                          STATION RECOVERY (1996)
 FA4464
 FA4464'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4465 ***********************************************************************
 FA4465  DESIGNATION -  253 AZ MK
 FA4465  PID         -  FA4465
 FA4465  STATE/COUNTY-  NC/MECKLENBURG
 FA4465  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4465
 FA4465                         *CURRENT SURVEY CONTROL
 FA4465  ___________________________________________________________________
 FA4465* NAD 83(2001)-  35 12 41.50901(N)    080 54 03.79608(W)     NO CHECK  
 FA4465* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 FA4465  ___________________________________________________________________
 FA4465  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FA4465  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FA4465  HORZ ORDER  -  THIRD
 FA4465
 FA4465.The horizontal coordinates were established by classical geodetic methods
 FA4465.and adjusted by the National Geodetic Survey in August 2005.
 FA4465.No horizontal observational check was made to the station.
 FA4465
 FA4465.The orthometric height was scaled from a topographic map.
 FA4465
 FA4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4465
 FA4465.The geoid height was determined by GEOID03.
 FA4465
 FA4465;                    North         East     Units Scale Factor Converg.
 FA4465;SPC NC       -   163,784.596   436,537.819   MT  0.99987284   -1 05 50.0
 FA4465;SPC NC       -   537,349.96  1,432,207.83   sFT  0.99987284   -1 05 50.0
 FA4465;UTM  17      - 3,896,505.862   509,005.648   MT  0.99960100   +0 03 25.4
 FA4465
 FA4465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4465!SPC NC       -   0.99997076  x   0.99987284  =   0.99984360
 FA4465!UTM  17      -   0.99997076  x   0.99960100  =   0.99957177
 FA4465
 FA4465                          SUPERSEDED SURVEY CONTROL
 FA4465
 FA4465  NAD 83(1986)-  35 12 41.52358(N)    080 54 03.80352(W) AD(       ) 3
 FA4465
 FA4465.Superseded values are not recommended for survey control.
 FA4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4465.See file dsdata.txt to determine how the superseded data were derived.
 FA4465
 FA4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0900696506(NAD 83)
 FA4465_MARKER: A = ALUMINUM MARKER
 FA4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4465_SP_SET: CONCRETE POST
 FA4465_STAMPING: 253
 FA4465_MARK LOGO: NC0870
 FA4465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4465+STABILITY: SURFACE MOTION
 FA4465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4465+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 FA4465
 FA4465  HISTORY     - Date     Condition        Report By
 FA4465  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4465  HISTORY     - 19980209 GOOD             USPSQD
 FA4465  HISTORY     - 20051015 GOOD             GEOCAC
 FA4465
 FA4465                          STATION DESCRIPTION
 FA4465
 FA4465'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4465'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.40 KM (3.98 MI) SOUTHWEST OF
 FA4465'CHARLOTTE.
 FA4465'MARK REACHED BY FIRST GOING TO GPS STATION M 053. (173.88 FT) TO REACH
 FA4465'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND S.R.160(WEST
 FA4465'BLVD), PROCEED WEST ON ROUTE 160 FOR 2.57 KM (1.60 MI) TO
 FA4465'INTERSECTION OF OLD STEELE CREEK ROAD. STATION IS LOCATED IN THE
 FA4465'SOUTHEAST QUADRANT OF THE INTERSECTION.  STATION IS 9.75 M
 FA4465'(31.99 FT) SOUTH OF THE CENTERLINE OF THE MEDIAN OF WEST BLVD, 11.91
 FA4465'M (39.07 FT) N85E OF THE CENTERLINE OF OLD STEELE CREEK ROAD, 3.20 M
 FA4465'(10.50 FT) N07W OF TWIN PARKING LOT LIGHTS ON A CONCRETE PAD, AND
 FA4465'4.66 M (15.29 FT) S73W OF A AMOCO SIGN ON A CONCRETE PAD.
 FA4465'TO REACH THE AZIMUTH MARK FROM GPS STATION M 053, PROCEED EAST ON S
 FA4465'.R.160 FOR 0.65 KM (0.40 MI) TO THE MARK IN THE NORTH RIGHT-OF-WAY OF
 FA4465'THE ROAD, 2.74 M (8.99 FT) FROM THE BACK OF THE CURB. THE AZIMUTH
 FA4465'MARK IS BEARING N77E AND DISTANCE 654.403 M (2146.987 FT) FROM THE
 FA4465'GPS STATION.  THE AZIMUTH MARK IS STAMPED 253.
 FA4465
 FA4465                          STATION RECOVERY (1998)
 FA4465
 FA4465'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4465'RECOVERED IN GOOD CONDITION.
 FA4465
 FA4465                          STATION RECOVERY (2005)
 FA4465
 FA4465'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4465'STATION IS LOCATED 8 FT WEST OF A LIGHT POLE WITH TAG. A NEW 2 STORY
 FA4465'FRAME DWELLING WITH TAN VINYL SIDING HAS BEEN BUILT NNE OF THE
 FA4465'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4466 ***********************************************************************
 FA4466  DESIGNATION -  254 AZ MK
 FA4466  PID         -  FA4466
 FA4466  STATE/COUNTY-  NC/MECKLENBURG
 FA4466  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4466
 FA4466                         *CURRENT SURVEY CONTROL
 FA4466  ___________________________________________________________________
 FA4466* NAD 83(2001)-  35 13 25.85238(N)    080 52 55.07830(W)     NO CHECK  
 FA4466* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 FA4466  ___________________________________________________________________
 FA4466  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 FA4466  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA4466  HORZ ORDER  -  THIRD
 FA4466
 FA4466.The horizontal coordinates were established by classical geodetic methods
 FA4466.and adjusted by the National Geodetic Survey in August 2005.
 FA4466.No horizontal observational check was made to the station.
 FA4466
 FA4466.The orthometric height was scaled from a topographic map.
 FA4466
 FA4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4466
 FA4466.The geoid height was determined by GEOID03.
 FA4466
 FA4466;                    North         East     Units Scale Factor Converg.
 FA4466;SPC NC       -   165,117.638   438,301.222   MT  0.99987271   -1 05 10.4
 FA4466;SPC NC       -   541,723.45  1,437,993.26   sFT  0.99987271   -1 05 10.4
 FA4466;UTM  17      - 3,897,873.784   510,741.368   MT  0.99960142   +0 04 05.1
 FA4466
 FA4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4466!SPC NC       -   0.99997044  x   0.99987271  =   0.99984315
 FA4466!UTM  17      -   0.99997044  x   0.99960142  =   0.99957187
 FA4466
 FA4466                          SUPERSEDED SURVEY CONTROL
 FA4466
 FA4466  NAD 83(1986)-  35 13 25.86670(N)    080 52 55.08591(W) AD(       ) 3
 FA4466
 FA4466.Superseded values are not recommended for survey control.
 FA4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4466.See file dsdata.txt to determine how the superseded data were derived.
 FA4466
 FA4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1074197874(NAD 83)
 FA4466_MARKER: A = ALUMINUM MARKER
 FA4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4466_SP_SET: CONCRETE POST
 FA4466_STAMPING: 254
 FA4466_MARK LOGO: NC0870
 FA4466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4466+STABILITY: SURFACE MOTION
 FA4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4466+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA4466
 FA4466  HISTORY     - Date     Condition        Report By
 FA4466  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4466  HISTORY     - 19960214 GOOD             USPSQD
 FA4466  HISTORY     - 20041111 GOOD             INDIV
 FA4466  HISTORY     - 20060828 GOOD             USPSQD
 FA4466
 FA4466                          STATION DESCRIPTION
 FA4466
 FA4466'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4466'MARK IS LOCATED IN MECKLENBURG COUNTY, 3.22 KM (2.00 MI) WEST OF
 FA4466'CHARLOTTE.
 FA4466'MARK REACHED BY FIRST GOING TO GPS STATION M 054. (177.16 FT) TO REACH
 FA4466'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND U.S.29/U.S.74
 FA4466'(WILKINSON BLVD), PROCEED WEST ON U.S.29/U.S.74 FOR 1.20 KM
 FA4466'(0.75 MI) TO STATION LOCATED IN THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 FA4466'STATION IS 2.43 M (7.97 FT) FROM THE BACK OF THE CURB, 2.49 M
 FA4466'(8.17 FT) S25W OF A UTILITY POLE WITH A NO PARKING ANY TIME SIGN,
 FA4466'24.99 M (81.99 FT) EAST OF A UTILITY POLE, AND 18.89 M (61.97 FT)
 FA4466'WEST OF A FIRE HYDRANT.
 FA4466'TO REACH THE AZIMUTH MARK FROM GPS STATION M 054, PROCEED WEST ON
 FA4466'WILKINSON BLVD FOR 0.55 KM (0.34 MI) TO THE MARK IN THE SOUTH
 FA4466'RIGHT-OF-WAY OF THE ROAD IN FRONT OF THE SYNCOT FIBER COMPANY, 1.82 M
 FA4466'(5.97 FT) FROM THE BACK OF THE CURB. THE AZIMUTH MARK IS BEARING N84W
 FA4466'AND DISTANCE 479.049 M (1571.680 FT) FROM THE GPS STATION. THE
 FA4466'AZIMUTH MARK IS STAMPED 254.
 FA4466
 FA4466                          STATION RECOVERY (1996)
 FA4466
 FA4466'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4466'RECOVERED IN GOOD CONDITION.
 FA4466
 FA4466                          STATION RECOVERY (2004)
 FA4466
 FA4466'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ)
 FA4466'RECOVERED IN GOOD CONDITION.
 FA4466
 FA4466                          STATION RECOVERY (2006)
 FA4466
 FA4466'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4467 ***********************************************************************
 FA4467  DESIGNATION -  255 AZ MK
 FA4467  PID         -  FA4467
 FA4467  STATE/COUNTY-  NC/MECKLENBURG
 FA4467  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4467
 FA4467                         *CURRENT SURVEY CONTROL
 FA4467  ___________________________________________________________________
 FA4467* NAD 83(2001)-  35 13 08.40949(N)    080 50 56.48065(W)     NO CHECK  
 FA4467* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FA4467  ___________________________________________________________________
 FA4467  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 FA4467  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA4467  HORZ ORDER  -  THIRD
 FA4467
 FA4467.The horizontal coordinates were established by classical geodetic methods
 FA4467.and adjusted by the National Geodetic Survey in August 2005.
 FA4467.No horizontal observational check was made to the station.
 FA4467
 FA4467.The orthometric height was scaled from a topographic map.
 FA4467
 FA4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4467
 FA4467.The geoid height was determined by GEOID03.
 FA4467
 FA4467;                    North         East     Units Scale Factor Converg.
 FA4467;SPC NC       -   164,523.895   441,289.466   MT  0.99987275   -1 04 01.9
 FA4467;SPC NC       -   539,775.48  1,447,797.19   sFT  0.99987275   -1 04 01.9
 FA4467;UTM  17      - 3,897,340.504   513,740.153   MT  0.99960233   +0 05 13.4
 FA4467
 FA4467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4467!SPC NC       -   0.99997090  x   0.99987275  =   0.99984366
 FA4467!UTM  17      -   0.99997090  x   0.99960233  =   0.99957324
 FA4467
 FA4467                          SUPERSEDED SURVEY CONTROL
 FA4467
 FA4467  NAD 83(1986)-  35 13 08.42393(N)    080 50 56.48841(W) AD(       ) 3
 FA4467
 FA4467.Superseded values are not recommended for survey control.
 FA4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4467.See file dsdata.txt to determine how the superseded data were derived.
 FA4467
 FA4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1374097341(NAD 83)
 FA4467_MARKER: A = ALUMINUM MARKER
 FA4467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4467_SP_SET: CONCRETE POST
 FA4467_STAMPING: 255
 FA4467_MARK LOGO: NC0870
 FA4467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4467+STABILITY: SURFACE MOTION
 FA4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4467+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA4467
 FA4467  HISTORY     - Date     Condition        Report By
 FA4467  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4467  HISTORY     - 19960221 GOOD             USPSQD
 FA4467  HISTORY     - 20020314 GOOD             INDIV
 FA4467  HISTORY     - 20041120 GOOD             USPSQD
 FA4467  HISTORY     - 20060828 GOOD             USPSQD
 FA4467
 FA4467                          STATION DESCRIPTION
 FA4467
 FA4467'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4467'MARK IS LOCATED IN MECKLENBURG COUNTY, IN DOWNTOWN CHARLOTTE.
 FA4467'MARK REACHED BY FIRST GOING TO GPS STATION M 055. (180.45 FT) TO REACH
 FA4467'THE STATION FROM THE INTERSECTION OF INTERSTATE 277 AND S.R.27 (EAST
 FA4467'STONEWALL STREET), PROCEED WEST ON EAST STONEWALL STREET FOR 0.48 KM
 FA4467'(0.30 MI)  TO STATION ON THE NORTH RIGHT OF WAY OF THE ROAD. STATION
 FA4467'IS 9.14 M (29.99 FT) FROM THE SIDEWALK ON THE TOP OF A HILL IN FRONT
 FA4467'OF A SCHOOL BUS PARKING LOT.   STATION IS 29.83 M (97.87 FT) N45W OF
 FA4467'A UTILITY POLE, 21.45 M (70.37 FT) S10W OF A UTILITY POLE, AND 21.06
 FA4467'N30W OF THE CORNER OF THE PARKING LOT.
 FA4467'TO REACH THE AZIMUTH MARK FROM GPS STATION M 055, PROCEED WEST ON EAST
 FA4467'STONEWALL STREET FOR 0.80 KM (0.50 MI) . GO SOUTH ON SOUTH TRYON
 FA4467'STREET FOR 0.30 KM (0.19 MI) TO EAST MOREHEAD STREET. THENCE PROCEED
 FA4467'EAST ON EAST MOREHEAD STREET FOR 0.30 KM (0.19 MI) TO THE MARK IN THE
 FA4467'EAST RIGHT-OF-WAY OF THE ROAD ON THE NORTH END OF A BRIDGE, 2.13 M
 FA4467'(6.99 FT) EAST OF THE BACK OF THE CURB.  THE AZIMUTH MARK IS BEARING
 FA4467'S89W AND DISTANCE 528.645 M (1734.396 FT) FROM THE GPS STATION. THE
 FA4467'AZIMUTH MARK IS STAMPED 255.
 FA4467
 FA4467                          STATION RECOVERY (1996)
 FA4467
 FA4467'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4467'RECOVERED IN GOOD CONDITION.
 FA4467
 FA4467                          STATION RECOVERY (2002)
 FA4467
 FA4467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TCC)
 FA4467'RECOVERED IN GOOD CONDITION.
 FA4467
 FA4467                          STATION RECOVERY (2004)
 FA4467
 FA4467'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRI)
 FA4467'RECOVERED AS DESCRIBED. LOCATED 7 1/2 FEET FROM CURB AND 11 FEET WEST
 FA4467'FROM END OF BRIDGE ON NORTH SIDE OF EAST MOREHEAD AND WEST END OF THE
 FA4467'BRIDGE IN SHRUBBERY.
 FA4467
 FA4467                          STATION RECOVERY (2006)
 FA4467
 FA4467'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4468 ***********************************************************************
 FA4468  DESIGNATION -  257 AZ MK
 FA4468  PID         -  FA4468
 FA4468  STATE/COUNTY-  NC/MECKLENBURG
 FA4468  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4468
 FA4468                         *CURRENT SURVEY CONTROL
 FA4468  ___________________________________________________________________
 FA4468* NAD 83(2001)-  35 12 55.13852(N)    080 46 34.58422(W)     NO CHECK  
 FA4468* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FA4468  ___________________________________________________________________
 FA4468  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA4468  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA4468  HORZ ORDER  -  THIRD
 FA4468
 FA4468.The horizontal coordinates were established by classical geodetic methods
 FA4468.and adjusted by the National Geodetic Survey in August 2005.
 FA4468.No horizontal observational check was made to the station.
 FA4468
 FA4468.The orthometric height was scaled from a topographic map.
 FA4468
 FA4468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4468
 FA4468.The geoid height was determined by GEOID03.
 FA4468
 FA4468;                    North         East     Units Scale Factor Converg.
 FA4468;SPC NC       -   163,994.109   447,903.583   MT  0.99987279   -1 01 30.8
 FA4468;SPC NC       -   538,037.34  1,469,497.01   sFT  0.99987279   -1 01 30.8
 FA4468;UTM  17      - 3,896,944.168   520,361.817   MT  0.99960511   +0 07 44.4
 FA4468
 FA4468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4468!SPC NC       -   0.99996791  x   0.99987279  =   0.99984070
 FA4468!UTM  17      -   0.99996791  x   0.99960511  =   0.99957303
 FA4468
 FA4468                          SUPERSEDED SURVEY CONTROL
 FA4468
 FA4468  NAD 83(1986)-  35 12 55.15304(N)    080 46 34.59254(W) AD(       ) 3
 FA4468
 FA4468.Superseded values are not recommended for survey control.
 FA4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4468.See file dsdata.txt to determine how the superseded data were derived.
 FA4468
 FA4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2036296944(NAD 83)
 FA4468_MARKER: A = ALUMINUM MARKER
 FA4468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4468_SP_SET: CONCRETE POST
 FA4468_STAMPING: 257
 FA4468_MARK LOGO: NC0870
 FA4468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4468+STABILITY: SURFACE MOTION
 FA4468
 FA4468  HISTORY     - Date     Condition        Report By
 FA4468  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4468  HISTORY     - 19971008 GOOD             USPSQD
 FA4468  HISTORY     - 19980411 GOOD             USPSQD
 FA4468  HISTORY     - 19990120 GOOD             USPSQD
 FA4468  HISTORY     - 20081026 MARK NOT FOUND   GEOCAC
 FA4468
 FA4468                          STATION DESCRIPTION
 FA4468
 FA4468'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4468'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.8 KM (4.23 MI) EAST OF
 FA4468'DOWNTOWN CHARLOTTE.
 FA4468'MARK REACHED BY FIRST GOING TO GPS STATION M 057. (187.01 FT) TO REACH
 FA4468'THE STATION FROM THE INTERSECTION OF CENTRAL AVE AND EASTWAY DRIVE,
 FA4468'PROCEED EAST ON CENTRAL DRIVE FOR 0.88 KM (0.55 MI) TO THE
 FA4468'INTERSECTION OF CENTRAL AVE (4400 BLK) AND NORLAN STREET (1800 BLK).
 FA4468'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION IN
 FA4468'FRONT OF A CIRCLE K-STORE.
 FA4468'TO REACH THE AZIMUTH MARK FROM GPS STATION M 057, PROCEED WEST ON
 FA4468'CENTRAL AVENUE FOR 0.45 KM (0.28 MI) TO THE MARK IN THE NORTHWEST
 FA4468'QUADRANT OF THE INTERSECTION OF CENTRAL AVENUE AND SHERIDAN DRIVE,
 FA4468'1.61 M (5.28 FT) NORTH OF THE BACK OF THE CURB ON CENTRAL AVENUE.
 FA4468'THE AZIMUTH MARK IS COMPASS BEARING N69W AND DISTANCE 487.756 M
 FA4468'(1600.246 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 257.
 FA4468
 FA4468                          STATION RECOVERY (1997)
 FA4468
 FA4468'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4468'RECOVERED IN GOOD CONDITION.
 FA4468
 FA4468                          STATION RECOVERY (1998)
 FA4468
 FA4468'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4468'RECOVERED IN GOOD CONDITION.
 FA4468
 FA4468                          STATION RECOVERY (1999)
 FA4468
 FA4468'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4468'RECOVERED IN GOOD CONDITION.
 FA4468
 FA4468                          STATION RECOVERY (2008)
 FA4468
 FA4468'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 FA4468'CENTRAL AVE. WAS WIDENED SEVERAL YEARS AGO, WITH BIKE LANES AND
 FA4468'MEDIANS ADDED. I SUSPECT THIS STATION WAS DESTROYED DURING
 FA4468'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0024 ***********************************************************************
 EX0024  DESIGNATION -  258
 EX0024  PID         -  EX0024
 EX0024  STATE/COUNTY-  NC/HYDE
 EX0024  USGS QUAD   -  ENGELHARD NW (1987)
 EX0024
 EX0024                         *CURRENT SURVEY CONTROL
 EX0024  ___________________________________________________________________
 EX0024* NAD 83(1986)-  35 38 00.     (N)    075 55 17.     (W)     SCALED    
 EX0024* NAVD 88     -         0.802  (meters)       2.63   (feet)  ADJUSTED  
 EX0024  ___________________________________________________________________
 EX0024  GEOID HEIGHT-         -38.84  (meters)                     GEOID03
 EX0024  DYNAMIC HT  -           0.801 (meters)       2.63  (feet)  COMP
 EX0024  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 EX0024
 EX0024  VERT ORDER  -  THIRD
 EX0024
 EX0024.The horizontal coordinates were scaled from a topographic map and have
 EX0024.an estimated accuracy of +/- 6 seconds.
 EX0024
 EX0024.The orthometric height was determined by differential leveling
 EX0024.and adjusted in June 1991.
 EX0024
 EX0024.The geoid height was determined by GEOID03.
 EX0024
 EX0024.The dynamic height is computed by dividing the NAVD 88
 EX0024.geopotential number by the normal gravity value computed on the
 EX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0024.degrees latitude (g = 980.6199 gals.).
 EX0024
 EX0024.The modeled gravity was interpolated from observed gravity values.
 EX0024
 EX0024;                    North         East    Units  Estimated Accuracy
 EX0024;SPC NC       -   213,240.      888,390.      MT  (+/- 180 meters Scaled)
 EX0024
 EX0024                          SUPERSEDED SURVEY CONTROL
 EX0024
 EX0024  NGVD 29 (??/??/92)    1.099  (m)            3.61   (f) ADJ UNCH    3 0
 EX0024
 EX0024.Superseded values are not recommended for survey control.
 EX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0024.See file dsdata.txt to determine how the superseded data were derived.
 EX0024
 EX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE165436(NAD 83)
 EX0024_MARKER: DD = SURVEY DISK
 EX0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0024_STAMPING: 258
 EX0024_MARK LOGO: NCGS  
 EX0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0024+STABILITY: SURFACE MOTION
 EX0024
 EX0024  HISTORY     - Date     Condition        Report By
 EX0024  HISTORY     - UNK      MONUMENTED       NCGS
 EX0024  HISTORY     - 1963     MARK NOT FOUND   CGS
 EX0024
 EX0024                          STATION DESCRIPTION
 EX0024
 EX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0024'10.1 MI NE FROM ENGELHARD.
 EX0024'10.1 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM THE CENTER
 EX0024'OF BRIDGE OVER CANAL AT ENGELHARD AND 1.97 MILES SOUTHWEST OF
 EX0024'CENTER OF BRIDGE OVER LONG SHOAL RIVER AT THE DARE-HYDE COUNTY
 EX0024'LINE, ALONG OLD ROAD, AT PI OF SOUTHEAST EDGE OF SHOULDER OF
 EX0024'OLD ROAD APPROXIMATELY 300.0 FEET WEST OF HIGHWAY, ABOUT 80.0 FEET
 EX0024'WEST OF A POWER LINE, 16.0 FEET WEST OF CENTERLINE OF OLD ROAD,
 EX0024'13.0 FEET EAST OF EAST BANK OF CANAL.  A WHITE WITNESS POST WAS
 EX0024'SET 1.5 FEET WEST OF THE MARK.  A DISK WAS SET IN THE TOP OF AN
 EX0024'8 INCH ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND 8 INCHES
 EX0024'BELOW SURFACE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0023 ***********************************************************************
 EX0023  DESIGNATION -  258 AZ MK
 EX0023  PID         -  EX0023
 EX0023  STATE/COUNTY-  NC/HYDE
 EX0023  USGS QUAD   -  ENGELHARD NW (1987)
 EX0023
 EX0023                         *CURRENT SURVEY CONTROL
 EX0023  ___________________________________________________________________
 EX0023* NAD 83(1986)-  35 37 47.     (N)    075 55 19.     (W)     SCALED    
 EX0023* NAVD 88     -         0.511  (meters)       1.68   (feet)  ADJUSTED  
 EX0023  ___________________________________________________________________
 EX0023  GEOID HEIGHT-         -38.83  (meters)                     GEOID03
 EX0023  DYNAMIC HT  -           0.510 (meters)       1.67  (feet)  COMP
 EX0023  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 EX0023
 EX0023  VERT ORDER  -  THIRD
 EX0023
 EX0023.The horizontal coordinates were scaled from a topographic map and have
 EX0023.an estimated accuracy of +/- 6 seconds.
 EX0023
 EX0023.The orthometric height was determined by differential leveling
 EX0023.and adjusted in June 1991.
 EX0023
 EX0023.The geoid height was determined by GEOID03.
 EX0023
 EX0023.The dynamic height is computed by dividing the NAVD 88
 EX0023.geopotential number by the normal gravity value computed on the
 EX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0023.degrees latitude (g = 980.6199 gals.).
 EX0023
 EX0023.The modeled gravity was interpolated from observed gravity values.
 EX0023
 EX0023;                    North         East    Units  Estimated Accuracy
 EX0023;SPC NC       -   212,840.      888,350.      MT  (+/- 180 meters Scaled)
 EX0023
 EX0023                          SUPERSEDED SURVEY CONTROL
 EX0023
 EX0023  NGVD 29 (??/??/92)    0.808  (m)            2.65   (f) ADJ UNCH    3 0
 EX0023
 EX0023.Superseded values are not recommended for survey control.
 EX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0023.See file dsdata.txt to determine how the superseded data were derived.
 EX0023
 EX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE165432(NAD 83)
 EX0023_MARKER: DZ = AZIMUTH MARK DISK
 EX0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0023_STAMPING: 258
 EX0023_MARK LOGO: NCGS  
 EX0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0023+STABILITY: SURFACE MOTION
 EX0023
 EX0023  HISTORY     - Date     Condition        Report By
 EX0023  HISTORY     - UNK      MONUMENTED       NCGS
 EX0023  HISTORY     - 1963     MARK NOT FOUND   CGS
 EX0023
 EX0023                          STATION DESCRIPTION
 EX0023
 EX0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0023'9.9 MI NE FROM ENGELHARD.
 EX0023'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM THE CENTER
 EX0023'OF BRIDGE OVER CANAL AT ENGELHARD AND 2.17 MILES SOUTHEAST OF
 EX0023'CENTER OF BRIDGE OVER LONG SHOAL RIVER AT THE DARE-HYDE COUNTY
 EX0023'LINE ABOUT 200 FEET SOUTH OF SOUTH END OF LONG CURVE, 124.0
 EX0023'FEET SOUTH SOUTHWEST FROM A HIGHWAY CURVE SIGN, 19.0 FEET WEST
 EX0023'OF THE CENTERLINE OF HIGHWAY, 11.5 FEET EAST OF EAST BANK OF
 EX0023'CANAL.  A WHITE WITNESS POST WAS SET 4.5 FEET WEST OF THE MARK.
 EX0023'A STANDARD NC GEOD. SURVEY AZIMUTH DISK SET IN THE TOP OF AN
 EX0023'8 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 EX0023'MONUMENT IS LEANING ABOUT 10 DEGREES TO THE SOUTH.  NOTE-- THE
 EX0023'HIGHWAY HAS BEEN RE-ROUTED AT THIS POINT AND IT APPEARS THAT THE
 EX0023'MARK IS NOW UNDER THE SHOULDER OF THE PRESENT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4469 ***********************************************************************
 FA4469  DESIGNATION -  258 AZ MK
 FA4469  PID         -  FA4469
 FA4469  STATE/COUNTY-  NC/MECKLENBURG
 FA4469  USGS QUAD   -  MINT HILL (1993)
 FA4469
 FA4469                         *CURRENT SURVEY CONTROL
 FA4469  ___________________________________________________________________
 FA4469* NAD 83(2001)-  35 13 55.52831(N)    080 44 21.56149(W)     NO CHECK  
 FA4469* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 FA4469  ___________________________________________________________________
 FA4469  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 FA4469  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4469  HORZ ORDER  -  THIRD
 FA4469
 FA4469.The horizontal coordinates were established by classical geodetic methods
 FA4469.and adjusted by the National Geodetic Survey in August 2005.
 FA4469.No horizontal observational check was made to the station.
 FA4469
 FA4469.The orthometric height was scaled from a topographic map.
 FA4469
 FA4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4469
 FA4469.The geoid height was determined by GEOID03.
 FA4469
 FA4469;                    North         East     Units Scale Factor Converg.
 FA4469;SPC NC       -   165,795.115   451,299.537   MT  0.99987265   -1 00 14.0
 FA4469;SPC NC       -   543,946.14  1,480,638.56   sFT  0.99987265   -1 00 14.0
 FA4469;UTM  17      - 3,898,812.718   523,719.907   MT  0.99960693   +0 09 01.4
 FA4469
 FA4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4469!SPC NC       -   0.99996681  x   0.99987265  =   0.99983946
 FA4469!UTM  17      -   0.99996681  x   0.99960693  =   0.99957375
 FA4469
 FA4469                          SUPERSEDED SURVEY CONTROL
 FA4469
 FA4469  NAD 83(1986)-  35 13 55.54302(N)    080 44 21.56998(W) AD(       ) 3
 FA4469
 FA4469.Superseded values are not recommended for survey control.
 FA4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4469.See file dsdata.txt to determine how the superseded data were derived.
 FA4469
 FA4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2372098813(NAD 83)
 FA4469_MARKER: A = ALUMINUM MARKER
 FA4469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4469_SP_SET: CONCRETE POST
 FA4469_STAMPING: 258
 FA4469_MARK LOGO: NC0870
 FA4469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4469+STABILITY: SURFACE MOTION
 FA4469
 FA4469  HISTORY     - Date     Condition        Report By
 FA4469  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4469  HISTORY     - 19970926 GOOD             USPSQD
 FA4469  HISTORY     - 19980411 GOOD             USPSQD
 FA4469  HISTORY     - 19990125 GOOD             USPSQD
 FA4469
 FA4469                          STATION DESCRIPTION
 FA4469
 FA4469'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4469'MARK IS LOCATED IN MECKLENBURG COUNTY, 9.7 KM (6.03 MI) EAST OF
 FA4469'CHARLOTTE IN GROVE PARK.
 FA4469'MARK REACHED BY FIRST GOING TO GPS STATION M 058. (190.29 FT) TO REACH
 FA4469'THE STATION FROM THE INTERSECTION OF S.R.24/S.R.27 (ALBERMARLE ROAD)
 FA4469'AND S.R.2853 (DELTA ROAD), PROCEED NORTH ON DELTA ROAD WHICH WILL
 FA4469'BECOME MILTON ROAD FOR 4.18 KM (2.60 MI) TO THE INTERSECTION OF
 FA4469'SHARON AMITY ROAD.  STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF
 FA4469'THE INTERSECTION NEXT TO THE SIDEWALK.
 FA4469'TO REACH THE AZIMUTH MARK FROM GPS STATION M 058, PROCEED SOUTH ON
 FA4469'SHARON AMITY ROAD FOR 0.50 KM (0.31 MI) TO THE MARK IN THE EAST
 FA4469'RIGHT-OF-WAY OF THE ROAD, 2.86 M (9.38 FT) N38E OF A UTILITY POLE
 FA4469'WITH A TAG NO.148058-054382. THE AZIMUTH MARK IS COMPASS BEARING S16W
 FA4469'AND DISTANCE 516.882 M (1695.804 FT) FROM THE GPS STATION. THE
 FA4469'AZIMUTH MARK IS STAMPED 258.
 FA4469
 FA4469                          STATION RECOVERY (1997)
 FA4469
 FA4469'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4469'RECOVERED IN GOOD CONDITION.
 FA4469
 FA4469                          STATION RECOVERY (1998)
 FA4469
 FA4469'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4469'RECOVERED IN GOOD CONDITION.
 FA4469
 FA4469                          STATION RECOVERY (1999)
 FA4469
 FA4469'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0839 ***********************************************************************
 FB0839  DESIGNATION -  2587 A
 FB0839  PID         -  FB0839
 FB0839  STATE/COUNTY-  NC/HAYWOOD
 FB0839  USGS QUAD   -  CANTON (1990)
 FB0839
 FB0839                         *CURRENT SURVEY CONTROL
 FB0839  ___________________________________________________________________
 FB0839* NAD 83(1986)-  35 31 58.     (N)    082 50 32.     (W)     SCALED    
 FB0839* NAVD 88     -       789.246  (meters)    2589.38   (feet)  ADJUSTED  
 FB0839  ___________________________________________________________________
 FB0839  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FB0839  DYNAMIC HT  -         788.427 (meters)    2586.70  (feet)  COMP
 FB0839  MODELED GRAV-     979,568.4   (mgal)                       NAVD 88
 FB0839
 FB0839  VERT ORDER  -  SECOND    CLASS 0
 FB0839
 FB0839.The horizontal coordinates were scaled from a topographic map and have
 FB0839.an estimated accuracy of +/- 6 seconds.
 FB0839
 FB0839.The orthometric height was determined by differential leveling
 FB0839.and adjusted in June 1991.
 FB0839
 FB0839.The geoid height was determined by GEOID03.
 FB0839
 FB0839.The dynamic height is computed by dividing the NAVD 88
 FB0839.geopotential number by the normal gravity value computed on the
 FB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0839.degrees latitude (g = 980.6199 gals.).
 FB0839
 FB0839.The modeled gravity was interpolated from observed gravity values.
 FB0839
 FB0839;                    North         East    Units  Estimated Accuracy
 FB0839;SPC NC       -   204,510.      261,270.      MT  (+/- 180 meters Scaled)
 FB0839
 FB0839                          SUPERSEDED SURVEY CONTROL
 FB0839
 FB0839  NGVD 29 (??/??/92)  789.290  (m)         2589.53   (f) ADJ UNCH    2 0
 FB0839
 FB0839.Superseded values are not recommended for survey control.
 FB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0839.See file dsdata.txt to determine how the superseded data were derived.
 FB0839
 FB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV329336(NAD 83)
 FB0839_MARKER: P = PIPE CAP
 FB0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0839_SP_SET: BRIDGE
 FB0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0839
 FB0839  HISTORY     - Date     Condition        Report By
 FB0839  HISTORY     - UNK      MONUMENTED       USGS
 FB0839  HISTORY     - 1936     MARK NOT FOUND   NGS
 FB0839
 FB0839                          STATION DESCRIPTION
 FB0839
 FB0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0839'AT CANTON.
 FB0839'AT CANTON, HAYWOOD COUNTY, ON THE SOUTHERN RAILWAY, ON THE EAST
 FB0839'END OF THE BRIDGE OVER PIGEON RIVER, 25 FEET EAST OF THE RIVER,
 FB0839'AND 8 FEET SOUTH OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 FB0839'STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 FB0839'NOTE-- A NEW MASONRY RETAINING WALL WAS BUILT BY THE RR CO. NEAR
 FB0839'THE DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0019 ***********************************************************************
 EX0019  DESIGNATION -  259
 EX0019  PID         -  EX0019
 EX0019  STATE/COUNTY-  NC/HYDE
 EX0019  USGS QUAD   -  ENGELHARD EAST (1983)
 EX0019
 EX0019                         *CURRENT SURVEY CONTROL
 EX0019  ___________________________________________________________________
 EX0019* NAD 83(1986)-  35 34 30.     (N)    075 55 40.     (W)     SCALED    
 EX0019* NAVD 88     -         1.425  (meters)       4.68   (feet)  ADJUSTED  
 EX0019  ___________________________________________________________________
 EX0019  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0019  DYNAMIC HT  -           1.424 (meters)       4.67  (feet)  COMP
 EX0019  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 EX0019
 EX0019  VERT ORDER  -  THIRD
 EX0019
 EX0019.The horizontal coordinates were scaled from a topographic map and have
 EX0019.an estimated accuracy of +/- 6 seconds.
 EX0019
 EX0019.The orthometric height was determined by differential leveling
 EX0019.and adjusted in June 1991.
 EX0019
 EX0019.The geoid height was determined by GEOID03.
 EX0019
 EX0019.The dynamic height is computed by dividing the NAVD 88
 EX0019.geopotential number by the normal gravity value computed on the
 EX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0019.degrees latitude (g = 980.6199 gals.).
 EX0019
 EX0019.The modeled gravity was interpolated from observed gravity values.
 EX0019
 EX0019;                    North         East    Units  Estimated Accuracy
 EX0019;SPC NC       -   206,760.      888,010.      MT  (+/- 180 meters Scaled)
 EX0019
 EX0019                          SUPERSEDED SURVEY CONTROL
 EX0019
 EX0019  NGVD 29 (??/??/92)    1.717  (m)            5.63   (f) ADJ UNCH    3 0
 EX0019
 EX0019.Superseded values are not recommended for survey control.
 EX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0019.See file dsdata.txt to determine how the superseded data were derived.
 EX0019
 EX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE159372(NAD 83)
 EX0019_MARKER: DD = SURVEY DISK
 EX0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0019_STAMPING: 259
 EX0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0019+STABILITY: SURFACE MOTION
 EX0019
 EX0019  HISTORY     - Date     Condition        Report By
 EX0019  HISTORY     - UNK      MONUMENTED       NCGS
 EX0019  HISTORY     - 1963     MARK NOT FOUND   NGS
 EX0019
 EX0019                          STATION DESCRIPTION
 EX0019
 EX0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EX0019'6 MI NE FROM ENGLEHARD.
 EX0019'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM THE CENTER
 EX0019'OF BRIDGE OVER CANAL AT ENGLEHARD AND 6.07 MILES SOUTHWEST OF
 EX0019'CENTER OF BRIDGE OVER LONG SHOAL RIVER AT THE DARE-HYDE COUNTY LINE,
 EX0019'NEAR THE PI OF A LONG CURVE, 15.0 FEET NORTHWEST OF A POWER LINE,
 EX0019'17.0 FEET SOUTHEAST OF THE CENTERLINE OF OLD ROAD, 31.0 FEET
 EX0019'NORTHEAST OF NORTH ABUTMENT OF ABANDONED BRIDGE OVER A 20 FOOT
 EX0019'CANAL.  A WHITE WITNESS POST WAS SET 2.0 FEET WEST OF THE MARK.
 EX0019'A STANDARD NC GEOD. S. TRAVERSE DISK SET IN THE TOP OF AN 8
 EX0019'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- OLD
 EX0019'BRIDGE HAS BEEN REMOVED AND ROAD RAISED AT THIS POINT.  THE AREA
 EX0019'IS A SWAMP AND COVERED WITH DENSE BRUSH AND VINES.  THE MARK
 EX0019'MIGHT STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4470 ***********************************************************************
 FA4470  DESIGNATION -  259 RM
 FA4470  PID         -  FA4470
 FA4470  STATE/COUNTY-  NC/MECKLENBURG
 FA4470  USGS QUAD   -  MINT HILL (1993)
 FA4470
 FA4470                         *CURRENT SURVEY CONTROL
 FA4470  ___________________________________________________________________
 FA4470* NAD 83(2001)-  35 12 26.33344(N)    080 42 27.89835(W)     NO CHECK  
 FA4470* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 FA4470  ___________________________________________________________________
 FA4470  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 FA4470  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4470  HORZ ORDER  -  THIRD
 FA4470
 FA4470.The horizontal coordinates were established by classical geodetic methods
 FA4470.and adjusted by the National Geodetic Survey in August 2005.
 FA4470.No horizontal observational check was made to the station.
 FA4470
 FA4470.The orthometric height was scaled from a topographic map.
 FA4470
 FA4470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4470
 FA4470.The geoid height was determined by GEOID03.
 FA4470
 FA4470;                    North         East     Units Scale Factor Converg.
 FA4470;SPC NC       -   162,997.178   454,125.547   MT  0.99987289   -0 59 08.4
 FA4470;SPC NC       -   534,766.57  1,489,910.23   sFT  0.99987289   -0 59 08.4
 FA4470;UTM  17      - 3,896,073.000   526,600.940   MT  0.99960872   +0 10 06.6
 FA4470
 FA4470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4470!SPC NC       -   0.99997057  x   0.99987289  =   0.99984346
 FA4470!UTM  17      -   0.99997057  x   0.99960872  =   0.99957930
 FA4470
 FA4470                          SUPERSEDED SURVEY CONTROL
 FA4470
 FA4470  NAD 83(1986)-  35 12 26.34807(N)    080 42 27.90699(W) AD(       ) 3
 FA4470
 FA4470.Superseded values are not recommended for survey control.
 FA4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4470.See file dsdata.txt to determine how the superseded data were derived.
 FA4470
 FA4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2660196073(NAD 83)
 FA4470_MARKER: A = ALUMINUM MARKER
 FA4470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4470_SP_SET: CONCRETE POST
 FA4470_STAMPING: 259
 FA4470_MARK LOGO: NC0870
 FA4470_PROJECTION: RECESSED 5 CENTIMETERS
 FA4470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4470+STABILITY: SURFACE MOTION
 FA4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4470+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 FA4470
 FA4470  HISTORY     - Date     Condition        Report By
 FA4470  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4470  HISTORY     - 19971008 GOOD             USPSQD
 FA4470  HISTORY     - 19980411 GOOD             USPSQD
 FA4470  HISTORY     - 20060525 GOOD             NCGS
 FA4470
 FA4470                          STATION DESCRIPTION
 FA4470
 FA4470'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4470'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.9 KM (8.02 MI) EAST OF
 FA4470'CHARLOTTE IN MARLWOOD ACRES.
 FA4470'MARK REACHED BY FIRST GOING TO GPS STATION M 059. (193.57 FT) TO REACH
 FA4470'THE STATION FROM THE INTERSECTION OF U.S.74/S.R.27 (INDEPENDENCE
 FA4470'BLVD) AND S.R.24/S.R.27 (ALBERMARLE ROAD), PROCEED WEST ON ALBERMARLE
 FA4470'ROAD FOR 5.79 KM (3.60 MI) TO INTERSECTION OF LYNTON BLVD. THENCE
 FA4470'PROCEED SOUTH ON LYNTON BLVD FOR 0.48 KM (0.30 MI) TO STATION LOCATED
 FA4470'IN THE CENTER OF A TRAFFIC CIRCLE.
 FA4470'TO REACH THE REFERENCE MARK FROM GPS STATION M 059, PROCEED NORTH ON
 FA4470'LYNTON BLVD FOR 0.24 KM (0.15 MI) TO THE MARK IN THE EAST
 FA4470'RIGHT-OF-WAY OF THE ROAD ON TOP OF A 1.82 M (5.97 FT) BANK, 8.68 M
 FA4470'(28.48 FT) N33W OF A TELEPHONE JUNCTION BOX. THE REFERENCE MARK IS
 FA4470'COMPASS BEARING N03W AND DISTANCE 286.747 M (940.769 FT) FROM THE GPS
 FA4470'STATION. THE MARK IS STAMPED 259.
 FA4470
 FA4470                          STATION RECOVERY (1997)
 FA4470
 FA4470'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4470'RECOVERED IN GOOD CONDITION.
 FA4470
 FA4470                          STATION RECOVERY (1998)
 FA4470
 FA4470'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4470'RECOVERED IN GOOD CONDITION.
 FA4470
 FA4470                          STATION RECOVERY (2006)
 FA4470
 FA4470'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (TRW)
 FA4470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1677 ***********************************************************************
 FZ1677  DESIGNATION -  26
 FZ1677  PID         -  FZ1677
 FZ1677  STATE/COUNTY-  NC/STOKES
 FZ1677  USGS QUAD   -  KING (1986)
 FZ1677
 FZ1677                         *CURRENT SURVEY CONTROL
 FZ1677  ___________________________________________________________________
 FZ1677* NAD 83(2001)-  36 19 40.62918(N)    080 20 10.64871(W)     ADJUSTED  
 FZ1677* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 FZ1677  ___________________________________________________________________
 FZ1677  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FZ1677  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 FZ1677  HORZ ORDER  -  SECOND
 FZ1677
 FZ1677.The horizontal coordinates were established by classical geodetic methods
 FZ1677.and adjusted by the National Geodetic Survey in August 2005.
 FZ1677
 FZ1677.The orthometric height was scaled from a topographic map.
 FZ1677
 FZ1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1677
 FZ1677.The geoid height was determined by GEOID03.
 FZ1677
 FZ1677;                    North         East     Units Scale Factor Converg.
 FZ1677;SPC NC       -   286,798.612   489,614.838   MT  1.00004901   -0 46 16.6
 FZ1677;SPC NC       -   940,938.45  1,606,344.68   sFT  1.00004901   -0 46 16.6
 FZ1677;UTM  17      - 4,020,528.584   559,570.236   MT  0.99964372   +0 23 35.5
 FZ1677
 FZ1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1677!SPC NC       -   0.99995159  x   1.00004901  =   1.00000060
 FZ1677!UTM  17      -   0.99995159  x   0.99964372  =   0.99959533
 FZ1677
 FZ1677                          SUPERSEDED SURVEY CONTROL
 FZ1677
 FZ1677  NAD 83(1993)-  36 19 40.63793(N)    080 20 10.65611(W) AD(       ) 2
 FZ1677  NAD 83(1986)-  36 19 40.63978(N)    080 20 10.65538(W) AD(       ) 2
 FZ1677  NAD 27      -  36 19 40.14000(N)    080 20 11.46400(W) AD(       ) 2
 FZ1677
 FZ1677.Superseded values are not recommended for survey control.
 FZ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1677.See file dsdata.txt to determine how the superseded data were derived.
 FZ1677
 FZ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5957020529(NAD 83)
 FZ1677_MARKER: DD = SURVEY DISK
 FZ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1677_STAMPING: 26 1934
 FZ1677_MARK LOGO: USFS  
 FZ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1677+STABILITY: SURFACE MOTION
 FZ1677
 FZ1677  HISTORY     - Date     Condition        Report By
 FZ1677  HISTORY     - 1934     MONUMENTED       USFS
 FZ1677  HISTORY     - 1960     MARK NOT FOUND   CGS
 FZ1677
 FZ1677                          STATION DESCRIPTION
 FZ1677
 FZ1677'DESCRIBED BY US FOREST SERVICE 1934 (ELJ)
 FZ1677'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF RURAL HALL AND
 FZ1677'ABOUT 0.05 MILE SOUTH OF THE MT. OLIVE BAPTIST CHURCH ALONG
 FZ1677'STATE HIGHWAY 66.  IT IS 29 FEET EAST OF THE INTERSECTION OF
 FZ1677'HIGHWAY 66 AND A PAVED ROAD WEST, 7 FEET SOUTHWEST OF A
 FZ1677'TOMBSTONE WITH THE INSCRIPTION SMITH ON THE WEST SIDE AND 5 FEET
 FZ1677'SOUTHEAST OF A STONE CORNER POST.  THE MARK IS A ROUND 3 INCH
 FZ1677'CONCRETE POST AND IS FLUSH WITH A STANDARD U.S. DEPT. OF
 FZ1677'AGRICULTURE FOREST SERVICE DISK CEMENTED IN THE TOP AND IS
 FZ1677'STAMPED---26 1934---.
 FZ1677'
 FZ1677'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FZ1677'OLIVE.  THE DISTANCE IS 25.798 METERS 84.64 FEET.
 FZ1677'
 FZ1677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 FZ1677'STATE HIGHWAY 65 IN RURAL HALL, GO NORTHWEST ON HIGHWAY 52 FOR
 FZ1677'1.45 MILES TO THE JUNCTION WITH STATE HIGHWAY 66.  TURN RIGHT
 FZ1677'AND GO NORTH ON HIGHWAY 66 FOR 5.35 MILES TO A SIDE ROAD WEST
 FZ1677'AND THE STATION EAST OF THIS INTERSECTION AS DESCRIBED.
 FZ1677
 FZ1677                          STATION RECOVERY (1960)
 FZ1677
 FZ1677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FZ1677'STATION WAS NOT RECOVERED AT THIS TIME.  THE MARK IS ON THE EDGE
 FZ1677'OF A CEMETERY NEAR A NEW GRAVE OF MRS. SMITH.  THE CARETAKER
 FZ1677'SAID THE MARK IS STILL IN PLACE BUT HAS BEEN BURIED WHEN THE
 FZ1677'LAND WAS FILLED IN AND DID NOT WISH IT DUG UP UNLESS IT WAS
 FZ1677'NEEDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6056 ***********************************************************************
 AE6056  DESIGNATION -  26 CMP
 AE6056  PID         -  AE6056
 AE6056  STATE/COUNTY-  NC/PAMLICO
 AE6056  USGS QUAD   -  BAYBORO (1983)
 AE6056
 AE6056                         *CURRENT SURVEY CONTROL
 AE6056  ___________________________________________________________________
 AE6056* NAD 83(1986)-  35 08 36.     (N)    076 46 14.     (W)     SCALED    
 AE6056* NAVD 88     -         3.203  (meters)      10.51   (feet)  ADJUSTED  
 AE6056  ___________________________________________________________________
 AE6056  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6056  DYNAMIC HT  -           3.200 (meters)      10.50  (feet)  COMP
 AE6056  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 AE6056
 AE6056  VERT ORDER  -  SECOND    CLASS II
 AE6056
 AE6056.The horizontal coordinates were scaled from a topographic map and have
 AE6056.an estimated accuracy of +/- 6 seconds.
 AE6056
 AE6056.The orthometric height was determined by differential leveling
 AE6056.and adjusted in June 1998.
 AE6056
 AE6056.The geoid height was determined by GEOID03.
 AE6056
 AE6056.The dynamic height is computed by dividing the NAVD 88
 AE6056.geopotential number by the normal gravity value computed on the
 AE6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6056.degrees latitude (g = 980.6199 gals.).
 AE6056
 AE6056.The modeled gravity was interpolated from observed gravity values.
 AE6056
 AE6056;                    North         East    Units  Estimated Accuracy
 AE6056;SPC NC       -   156,840.      812,730.      MT  (+/- 180 meters Scaled)
 AE6056
 AE6056                          SUPERSEDED SURVEY CONTROL
 AE6056
 AE6056.No superseded survey control is available for this station.
 AE6056
 AE6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD387903(NAD 83)
 AE6056_MARKER: DB = BENCH MARK DISK
 AE6056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6056_SP_SET: STEPS
 AE6056_STAMPING: 26 CMP 1964 12
 AE6056_MARK LOGO: USGS  
 AE6056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6056+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 AE6056
 AE6056  HISTORY     - Date     Condition        Report By
 AE6056  HISTORY     - 1964     MONUMENTED       USGS
 AE6056  HISTORY     - 19860101 GOOD             NCGS
 AE6056  HISTORY     - 20040428 GOOD             USPSQD
 AE6056
 AE6056                          STATION DESCRIPTION
 AE6056
 AE6056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6056'RECOVERED AS DESCRIBED.  LOCATED IN THE BOTTOM STEP OF THE EAST
 AE6056'ENTRANCE TO THE PAMLICO COUNTY COURTHOUSE IN BAYBORO.
 AE6056
 AE6056                          STATION RECOVERY (2004)
 AE6056
 AE6056'RECOVERY NOTE BY US POWER SQUADRON 2004
 AE6056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0603 ***********************************************************************
 FX0603  DESIGNATION -  26 ECCS
 FX0603  PID         -  FX0603
 FX0603  STATE/COUNTY-  NC/PASQUOTANK
 FX0603  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0603
 FX0603                         *CURRENT SURVEY CONTROL
 FX0603  ___________________________________________________________________
 FX0603* NAD 83(1986)-  36 17 55.     (N)    076 13 26.     (W)     SCALED    
 FX0603* NAVD 88     -         1.831  (meters)       6.01   (feet)  ADJUSTED  
 FX0603  ___________________________________________________________________
 FX0603  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0603  DYNAMIC HT  -           1.830 (meters)       6.00  (feet)  COMP
 FX0603  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FX0603
 FX0603  VERT ORDER  -  FIRST     CLASS I
 FX0603
 FX0603.The horizontal coordinates were scaled from a topographic map and have
 FX0603.an estimated accuracy of +/- 6 seconds.
 FX0603
 FX0603.The orthometric height was determined by differential leveling
 FX0603.and adjusted in June 1991.
 FX0603
 FX0603.The geoid height was determined by GEOID03.
 FX0603
 FX0603.The dynamic height is computed by dividing the NAVD 88
 FX0603.geopotential number by the normal gravity value computed on the
 FX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0603.degrees latitude (g = 980.6199 gals.).
 FX0603
 FX0603.The modeled gravity was interpolated from observed gravity values.
 FX0603
 FX0603;                    North         East    Units  Estimated Accuracy
 FX0603;SPC NC       -   286,220.      858,940.      MT  (+/- 180 meters Scaled)
 FX0603
 FX0603                          SUPERSEDED SURVEY CONTROL
 FX0603
 FX0603  NGVD 29 (??/??/92)    2.11   (m)            6.9    (f) COMPUTED    1 1
 FX0603
 FX0603.Superseded values are not recommended for survey control.
 FX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0603.See file dsdata.txt to determine how the superseded data were derived.
 FX0603
 FX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901177(NAD 83)
 FX0603_MARKER: DD = SURVEY DISK
 FX0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0603_STAMPING: NO 26 1953
 FX0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0603+STABILITY: SURFACE MOTION
 FX0603
 FX0603  HISTORY     - Date     Condition        Report By
 FX0603  HISTORY     - 1953     MONUMENTED       NC1460
 FX0603  HISTORY     - 1963     GOOD             NGS
 FX0603
 FX0603                          STATION DESCRIPTION
 FX0603
 FX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0603'AT ELIZABETH CITY.
 FX0603'AT ELIZABETH CITY, IN THE NORTHWEST QUARTER OF INTERSECTION OF
 FX0603'CHURCH AND ROAD STREETS, 22.5 FEET WEST OF CENTER LINE OF ROAD
 FX0603'STREET, 17.5 FEET NORTH OF CENTER LINE OF CHURCH STREET, 4 FEET
 FX0603'NORTH OF NORTH CURB OF CHURCH STREET, 55.5 FEET SOUTHEAST OF
 FX0603'SOUTHEAST CORNER OF FIRST METHODIST CHURCH, AND SET IN THE TOP
 FX0603'OF A CONCRETE POST 3 INCHES BELOW SIDEWALK SURFACE ACCESS TO WHICH
 FX0603'IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5353 ***********************************************************************
 FA5353  DESIGNATION -  26 EG 1
 FA5353  PID         -  FA5353
 FA5353  STATE/COUNTY-  NC/ALEXANDER
 FA5353  USGS QUAD   -  HIDDENITE (1970)
 FA5353
 FA5353                         *CURRENT SURVEY CONTROL
 FA5353  ___________________________________________________________________
 FA5353* NAD 83(2007)-  35 54 36.43949(N)    081 07 15.69397(W)     ADJUSTED  
 FA5353* NAVD 88     -       366.88   (+/-2cm)    1203.7    (feet)  VERTCON   
 FA5353  ___________________________________________________________________
 FA5353  EPOCH DATE  -        2002.00
 FA5353  X           -     798,306.219 (meters)                     COMP
 FA5353  Y           -  -5,110,145.240 (meters)                     COMP
 FA5353  Z           -   3,720,315.084 (meters)                     COMP
 FA5353  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FA5353  ELLIP HEIGHT-         334.310 (meters)          (02/10/07) ADJUSTED
 FA5353  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 FA5353
 FA5353  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5353  Type    PID    Designation                      North   East  Ellip
 FA5353  -------------------------------------------------------------------
 FA5353  NETWORK FA5353 26 EG 1                           0.55   0.49   1.31
 FA5353  -------------------------------------------------------------------
 FA5353  VERT ORDER  -  THIRD ? (See Below)
 FA5353
 FA5353.The horizontal coordinates were established by GPS observations
 FA5353.and adjusted by the National Geodetic Survey in February 2007.
 FA5353
 FA5353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5353.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5353.The horizontal coordinates are valid at the epoch date displayed above.
 FA5353.The epoch date for horizontal control is a decimal equivalence
 FA5353.of Year/Month/Day.
 FA5353
 FA5353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5353.The vertical order pertains to the NGVD 29 superseded value.
 FA5353
 FA5353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5353
 FA5353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5353
 FA5353.The ellipsoidal height was determined by GPS observations
 FA5353.and is referenced to NAD 83.
 FA5353
 FA5353.The geoid height was determined by GEOID03.
 FA5353
 FA5353;                    North         East     Units Scale Factor Converg.
 FA5353;SPC NC       -   241,673.687   418,171.264   MT  0.99993849   -1 13 27.1
 FA5353;SPC NC       -   792,891.09  1,371,950.22   sFT  0.99993849   -1 13 27.1
 FA5353;UTM  17      - 3,973,986.518   489,079.839   MT  0.99960147   -0 04 15.5
 FA5353
 FA5353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5353!SPC NC       -   0.99994753  x   0.99993849  =   0.99988603
 FA5353!UTM  17      -   0.99994753  x   0.99960147  =   0.99954902
 FA5353
 FA5353                          SUPERSEDED SURVEY CONTROL
 FA5353
 FA5353  NAD 83(2001)-  35 54 36.43966(N)    081 07 15.69403(W) AD(       ) 1
 FA5353  ELLIP H (03/13/03)  334.295  (m)                       GP(       ) 4 2
 FA5353  NAD 83(1986)-  35 54 36.44623(N)    081 07 15.69928(W) AD(       ) 1
 FA5353  NGVD 29 (11/04/93)  367.07   (m)         1204.3    (f) LEVELING    3  
 FA5353
 FA5353.Superseded values are not recommended for survey control.
 FA5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5353.See file dsdata.txt to determine how the superseded data were derived.
 FA5353
 FA5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8908073987(NAD 83)
 FA5353_MARKER: DE = TRAVERSE STATION DISK
 FA5353_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5353_SP_SET: PREFAB CONC. POST IN EARTH
 FA5353_STAMPING: 26 EG 1 1971
 FA5353_MARK LOGO: NCSHC 
 FA5353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5353+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 FA5353
 FA5353  HISTORY     - Date     Condition        Report By
 FA5353  HISTORY     - 1971     MONUMENTED       NCDOT
 FA5353  HISTORY     - 19910401 GOOD             NCGS
 FA5353  HISTORY     - 20060607 GOOD             GEOCAC
 FA5353
 FA5353                          STATION DESCRIPTION
 FA5353
 FA5353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5353'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST OF TAYLORSVILLE AND 1.8
 FA5353'MI (2.9 KM) WEST-NORTHWEST OF HIDDENITE.
 FA5353'ALONG US 64-NC 90 FOR 1.8 MI (2.9 KM) WEST FROM SR 1005 (OLD MOUNTAIN
 FA5353'ROAD) IN HIDDENITE, ON THE NORTH SIDE OF THE HIGHWAY.
 FA5353'MARK IS ABOUT 2 FEET LOWER THAN THE HIGHWAY AND FLUSH WITH GROUND.
 FA5353'LOCATED 33.0 FT (10.1 M) NORTHEAST OF THE CENTERLINE OF US 64-NC 90,
 FA5353'13.9 FT (4.2 M) SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD, 151.0 FT
 FA5353'(46.0 M) NORTHWEST OF A LARGE TELEPHONE BOX, AND 43.8 FT (13.4 M)
 FA5353'SOUTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 FA5353
 FA5353                          STATION RECOVERY (2006)
 FA5353
 FA5353'RECOVERY NOTE BY GEOCACHING 2006 (JNM)
 FA5353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5354 ***********************************************************************
 FA5354  DESIGNATION -  26 EG 3
 FA5354  PID         -  FA5354
 FA5354  STATE/COUNTY-  NC/ALEXANDER
 FA5354  USGS QUAD   -  TAYLORSVILLE (1970)
 FA5354
 FA5354                         *CURRENT SURVEY CONTROL
 FA5354  ___________________________________________________________________
 FA5354* NAD 83(2007)-  35 54 49.63905(N)    081 09 35.76935(W)     ADJUSTED  
 FA5354* NAVD 88     -       365.55   (+/-2cm)    1199.3    (feet)  VERTCON   
 FA5354  ___________________________________________________________________
 FA5354  EPOCH DATE  -        2002.00
 FA5354  X           -     794,798.872 (meters)                     COMP
 FA5354  Y           -  -5,110,449.317 (meters)                     COMP
 FA5354  Z           -   3,720,643.811 (meters)                     COMP
 FA5354  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FA5354  ELLIP HEIGHT-         332.963 (meters)          (02/10/07) ADJUSTED
 FA5354  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA5354
 FA5354  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5354  Type    PID    Designation                      North   East  Ellip
 FA5354  -------------------------------------------------------------------
 FA5354  NETWORK FA5354 26 EG 3                           0.76   0.73   1.88
 FA5354  -------------------------------------------------------------------
 FA5354  VERT ORDER  -  THIRD ? (See Below)
 FA5354
 FA5354.The horizontal coordinates were established by GPS observations
 FA5354.and adjusted by the National Geodetic Survey in February 2007.
 FA5354
 FA5354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5354.The horizontal coordinates are valid at the epoch date displayed above.
 FA5354.The epoch date for horizontal control is a decimal equivalence
 FA5354.of Year/Month/Day.
 FA5354
 FA5354.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5354.The vertical order pertains to the NGVD 29 superseded value.
 FA5354
 FA5354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5354
 FA5354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5354
 FA5354.The ellipsoidal height was determined by GPS observations
 FA5354.and is referenced to NAD 83.
 FA5354
 FA5354.The geoid height was determined by GEOID03.
 FA5354
 FA5354;                    North         East     Units Scale Factor Converg.
 FA5354;SPC NC       -   242,156.117   414,668.917   MT  0.99993923   -1 14 47.9
 FA5354;SPC NC       -   794,473.86  1,360,459.61   sFT  0.99993923   -1 14 47.9
 FA5354;UTM  17      - 3,974,398.234   485,569.676   MT  0.99960257   -0 05 37.7
 FA5354
 FA5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5354!SPC NC       -   0.99994774  x   0.99993923  =   0.99988698
 FA5354!UTM  17      -   0.99994774  x   0.99960257  =   0.99955033
 FA5354
 FA5354                          SUPERSEDED SURVEY CONTROL
 FA5354
 FA5354  NAD 83(2001)-  35 54 49.63925(N)    081 09 35.76931(W) AD(       ) 1
 FA5354  ELLIP H (03/13/03)  332.953  (m)                       GP(       ) 4 2
 FA5354  NAD 83(1986)-  35 54 49.64542(N)    081 09 35.77431(W) AD(       ) 1
 FA5354  NGVD 29 (11/04/93)  365.74   (m)         1199.9    (f) LEVELING    3  
 FA5354
 FA5354.Superseded values are not recommended for survey control.
 FA5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5354.See file dsdata.txt to determine how the superseded data were derived.
 FA5354
 FA5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8557074398(NAD 83)
 FA5354_MARKER: DE = TRAVERSE STATION DISK
 FA5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5354_SP_SET: CONCRETE POST
 FA5354_STAMPING: 26 EG 3 1971
 FA5354_MARK LOGO: NCSHC 
 FA5354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5354+STABILITY: SURFACE MOTION
 FA5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5354+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 FA5354
 FA5354  HISTORY     - Date     Condition        Report By
 FA5354  HISTORY     - 1971     MONUMENTED       NCDOT
 FA5354  HISTORY     - 19910401 GOOD             NCGS
 FA5354  HISTORY     - 20060607 GOOD             GEOCAC
 FA5354
 FA5354                          STATION DESCRIPTION
 FA5354
 FA5354'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5354'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF TAYLORSVILLE.
 FA5354'PROCEED ALONG US 64-NC 90 FOR 1.25 MI (2.01 KM) EAST FROM NC 16
 FA5354'(SOUTH) IN TAYLORSVILLE, THENCE SOUTH ALONG SR 1604 (BOSTON ROAD) FOR
 FA5354'0.35 MI (0.56 KM), THENCE WEST ALONG FIFTH AVENUE SOUTHEAST FOR 0.05
 FA5354'MI (0.08 KM) TO THE END OF THE PAVED STREET, AND THE STATION, ON THE
 FA5354'NORTH SIDE OF THE ROAD.
 FA5354'MARK IS ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES ABOVE GROUND.
 FA5354'LOCATED 24.0 FT (7.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD
 FA5354'(FIFTH AVENUE), 96.6 FT (29.4 M) NORTH OF THE NORTHWEST CORNER OF A
 FA5354'1-STORY BRICK HOUSE, 108.8 FT (33.2 M) EAST-SOUTHEAST OF THE
 FA5354'SOUTHEAST CORNER OF THE 1-STORY BRICK HOUSE, AND 1.4 FT (0.4 M)
 FA5354'EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 FA5354
 FA5354                          STATION RECOVERY (2006)
 FA5354
 FA5354'RECOVERY NOTE BY GEOCACHING 2006 (JNM)
 FA5354'AS DESCRIBED EXCEPT - FIFTH AVENUE IS NOW DESIGNATED WAGNER ROAD, AND
 FA5354'EXTENDS 50 FT. BEYOND MARK. THERE ARE TWO MAILBOXES BETWEEN WAGNER RD
 FA5354'AND THE STATION THAT ARE 13.5 FT. (4.1 M) SOUTH-SOUTHWEST OF THE
 FA5354'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5355 ***********************************************************************
 FA5355  DESIGNATION -  26 EG 8
 FA5355  PID         -  FA5355
 FA5355  STATE/COUNTY-  NC/ALEXANDER
 FA5355  USGS QUAD   -  TAYLORSVILLE (1970)
 FA5355
 FA5355                         *CURRENT SURVEY CONTROL
 FA5355  ___________________________________________________________________
 FA5355* NAD 83(2007)-  35 54 48.80059(N)    081 10 41.15037(W)     ADJUSTED  
 FA5355* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 FA5355  ___________________________________________________________________
 FA5355  EPOCH DATE  -        2002.00
 FA5355  X           -     793,179.272 (meters)                     COMP
 FA5355  Y           -  -5,110,703.124 (meters)                     COMP
 FA5355  Z           -   3,720,613.464 (meters)                     COMP
 FA5355  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FA5355  ELLIP HEIGHT-         316.910 (meters)          (02/10/07) ADJUSTED
 FA5355  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA5355
 FA5355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5355  Type    PID    Designation                      North   East  Ellip
 FA5355  -------------------------------------------------------------------
 FA5355  NETWORK FA5355 26 EG 8                           0.86   0.73   1.92
 FA5355  -------------------------------------------------------------------
 FA5355
 FA5355.The horizontal coordinates were established by GPS observations
 FA5355.and adjusted by the National Geodetic Survey in February 2007.
 FA5355
 FA5355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5355.The horizontal coordinates are valid at the epoch date displayed above.
 FA5355.The epoch date for horizontal control is a decimal equivalence
 FA5355.of Year/Month/Day.
 FA5355
 FA5355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5355
 FA5355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5355
 FA5355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5355
 FA5355.The ellipsoidal height was determined by GPS observations
 FA5355.and is referenced to NAD 83.
 FA5355
 FA5355.The geoid height was determined by GEOID03.
 FA5355
 FA5355;                    North         East     Units Scale Factor Converg.
 FA5355;SPC NC       -   242,166.095   413,029.562   MT  0.99993918   -1 15 25.7
 FA5355;SPC NC       -   794,506.60  1,355,081.15   sFT  0.99993918   -1 15 25.7
 FA5355;UTM  17      - 3,974,375.237   483,931.004   MT  0.99960318   -0 06 16.1
 FA5355
 FA5355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5355!SPC NC       -   0.99995026  x   0.99993918  =   0.99988945
 FA5355!UTM  17      -   0.99995026  x   0.99960318  =   0.99955346
 FA5355
 FA5355                          SUPERSEDED SURVEY CONTROL
 FA5355
 FA5355  NAD 83(2001)-  35 54 48.80080(N)    081 10 41.15031(W) AD(       ) 1
 FA5355  ELLIP H (03/13/03)  316.902  (m)                       GP(       ) 4 2
 FA5355  NAD 83(1986)-  35 54 48.80687(N)    081 10 41.15520(W) AD(       ) 1
 FA5355  NGVD 29 (11/04/93)  349.7    (m)         1147.     (f) GPS OBS     3  
 FA5355
 FA5355.Superseded values are not recommended for survey control.
 FA5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5355.See file dsdata.txt to determine how the superseded data were derived.
 FA5355
 FA5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8393174375(NAD 83)
 FA5355_MARKER: DE = TRAVERSE STATION DISK
 FA5355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5355_SP_SET: CONCRETE POST
 FA5355_STAMPING: 26 EG 8 1971
 FA5355_MARK LOGO: NCSHC 
 FA5355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5355+STABILITY: SURFACE MOTION
 FA5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5355+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 FA5355
 FA5355  HISTORY     - Date     Condition        Report By
 FA5355  HISTORY     - 1971     MONUMENTED       NCDOT
 FA5355  HISTORY     - 19910327 GOOD             NCGS
 FA5355
 FA5355                          STATION DESCRIPTION
 FA5355
 FA5355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5355'STATION IS LOCATED IN TAYLORSVILLE.
 FA5355'ALONG NC 16 (SOUTH) FOR 0.6 MI (1.0 KM) SOUTH FROM US 64-NC 90, IN
 FA5355'TAYLORSVILLE, TO THE SMOKE HOUSE BAR-B-Q RESTAURANT, IN THE NORTHEAST
 FA5355'CORNER OF THE PARKING LOT.
 FA5355'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 1 INCH BELOW GROUND.
 FA5355'LOCATED 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF NC 16, 77.7 FT
 FA5355'(23.7 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A RESTAURANT,
 FA5355'70.3 FT (21.4 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY
 FA5355'BRICK HOUSE, 70.5 FT (21.5 M) SOUTH OF THE CENTERLINE OF A GRAVEL
 FA5355'DRIVE, AND 1.8 FT (0.5 M) EAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ3047 ***********************************************************************
 FZ3047  DESIGNATION -  26 HLZ
 FZ3047  PID         -  FZ3047
 FZ3047  STATE/COUNTY-  NC/WILKES
 FZ3047  USGS QUAD   -  OSBORNVILLE (1970)
 FZ3047
 FZ3047                         *CURRENT SURVEY CONTROL
 FZ3047  ___________________________________________________________________
 FZ3047* NAD 83(2007)-  36 07 05.98051(N)    080 59 22.66470(W)     ADJUSTED  
 FZ3047* NAVD 88     -       364.8    (meters)    1197.     (feet)  VERTCON   
 FZ3047  ___________________________________________________________________
 FZ3047  EPOCH DATE  -        2002.00
 FZ3047  X           -     807,895.391 (meters)                     COMP
 FZ3047  Y           -  -5,094,881.923 (meters)                     COMP
 FZ3047  Z           -   3,739,001.286 (meters)                     COMP
 FZ3047  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FZ3047  ELLIP HEIGHT-         331.586 (meters)          (02/10/07) ADJUSTED
 FZ3047  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 FZ3047
 FZ3047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ3047  Type    PID    Designation                      North   East  Ellip
 FZ3047  -------------------------------------------------------------------
 FZ3047  NETWORK FZ3047 26 HLZ                            0.90   0.69   2.39
 FZ3047  -------------------------------------------------------------------
 FZ3047
 FZ3047.The horizontal coordinates were established by GPS observations
 FZ3047.and adjusted by the National Geodetic Survey in February 2007.
 FZ3047
 FZ3047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ3047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ3047.The horizontal coordinates are valid at the epoch date displayed above.
 FZ3047.The epoch date for horizontal control is a decimal equivalence
 FZ3047.of Year/Month/Day.
 FZ3047
 FZ3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ3047
 FZ3047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ3047
 FZ3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ3047
 FZ3047.The ellipsoidal height was determined by GPS observations
 FZ3047.and is referenced to NAD 83.
 FZ3047
 FZ3047.The geoid height was determined by GEOID03.
 FZ3047
 FZ3047;                    North         East     Units Scale Factor Converg.
 FZ3047;SPC NC       -   264,524.991   430,491.642   MT  0.99998687   -1 08 54.1
 FZ3047;SPC NC       -   867,862.41  1,412,371.33   sFT  0.99998687   -1 08 54.1
 FZ3047;UTM  17      - 3,997,072.929   500,933.308   MT  0.99960001   +0 00 22.0
 FZ3047
 FZ3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ3047!SPC NC       -   0.99994796  x   0.99998687  =   0.99993483
 FZ3047!UTM  17      -   0.99994796  x   0.99960001  =   0.99954799
 FZ3047
 FZ3047                          SUPERSEDED SURVEY CONTROL
 FZ3047
 FZ3047  NAD 83(2001)-  36 07 05.98094(N)    080 59 22.66559(W) AD(       ) 1
 FZ3047  ELLIP H (03/13/03)  331.575  (m)                       GP(       ) 4 2
 FZ3047  NAD 83(1993)-  36 07 05.98737(N)    080 59 22.67306(W) AD(       ) 1
 FZ3047  NAD 83(1986)-  36 07 05.98862(N)    080 59 22.67281(W) AD(       ) 1
 FZ3047  NGVD 29 (11/18/93)  364.9    (m)         1197.     (f) GPS OBS     3  
 FZ3047
 FZ3047.Superseded values are not recommended for survey control.
 FZ3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ3047.See file dsdata.txt to determine how the superseded data were derived.
 FZ3047
 FZ3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0093397073(NAD 83)
 FZ3047_MARKER: DB = BENCH MARK DISK
 FZ3047_SETTING: 0 = UNSPECIFIED SETTING
 FZ3047_STAMPING: 26 HLZ 1969
 FZ3047_MARK LOGO: USGS  
 FZ3047_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ3047+STABILITY: SURFACE MOTION
 FZ3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ3047+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 FZ3047
 FZ3047  HISTORY     - Date     Condition        Report By
 FZ3047  HISTORY     - 1969     MONUMENTED       USGS
 FZ3047  HISTORY     - 19920706 GOOD             NCGS
 FZ3047
 FZ3047                          STATION DESCRIPTION
 FZ3047
 FZ3047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ3047'THE STATION IS APPROXIMATELY 9.0 MI (14.5 KM) EAST-SOUTHEAST OF
 FZ3047'WILKESBORO AND 9.6 MI (15.4 KM) NORTHWEST OF UNION GROVE.
 FZ3047'ALONG SR 2433 (WINDY GAP ROAD) FOR 2.3 MI (3.7 KM) SOUTH FROM THE US
 FZ3047'421 UNDERPASS TO SR 2325 (WINDY GAP ROAD), CONTINUE SOUTH FOR 1.2 MI
 FZ3047'(1.9 KM) ON SR 2325 (WINDY GAP ROAD) TO SR 2418 AND THE STATION IN
 FZ3047'THE SOUTHWEST CORNER OF THE INTERSECTION.
 FZ3047'MARK IS ABOUT 5 FEET ABOVE THE ROAD. LOCATED 33.0 FT (10.1 M)
 FZ3047'SOUTHWEST OF THE CENTERLINE OF SR 2325, 17.0 FT (5.2 M) SOUTH OF THE
 FZ3047'CENTERLINE OF SR 2418 AND 39.5 FT (12.0 M) NORTHWEST OF THE WEST END
 FZ3047'OF THE SOUTH BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1985 ***********************************************************************
 FY1985  DESIGNATION -  26 JS 1
 FY1985  PID         -  FY1985
 FY1985  STATE/COUNTY-  NC/GRANVILLE
 FY1985  USGS QUAD   -  STEM (1987)
 FY1985
 FY1985                         *CURRENT SURVEY CONTROL
 FY1985  ___________________________________________________________________
 FY1985* NAD 83(2001)-  36 12 22.05904(N)    078 42 56.84343(W)     ADJUSTED  
 FY1985* NAVD 88     -       143.523  (meters)     470.88   (feet)  ADJUSTED  
 FY1985  ___________________________________________________________________
 FY1985  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 FY1985  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FY1985  DYNAMIC HT  -         143.409 (meters)     470.50  (feet)  COMP
 FY1985  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 FY1985
 FY1985  HORZ ORDER  -  SECOND
 FY1985  VERT ORDER  -  SECOND    CLASS I
 FY1985
 FY1985.The horizontal coordinates were established by classical geodetic methods
 FY1985.and adjusted by the National Geodetic Survey in August 2005.
 FY1985
 FY1985.The orthometric height was determined by differential leveling
 FY1985.and adjusted in June 1991.
 FY1985
 FY1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1985
 FY1985.The geoid height was determined by GEOID03.
 FY1985
 FY1985.The dynamic height is computed by dividing the NAVD 88
 FY1985.geopotential number by the normal gravity value computed on the
 FY1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1985.degrees latitude (g = 980.6199 gals.).
 FY1985
 FY1985.The modeled gravity was interpolated from observed gravity values.
 FY1985
 FY1985;                    North         East     Units Scale Factor Converg.
 FY1985;SPC NC       -   272,509.018   635,160.057   MT  1.00001125   +0 09 50.5
 FY1985;SPC NC       -   894,056.67  2,083,854.29   sFT  1.00001125   +0 09 50.5
 FY1985;UTM  17      - 4,009,230.049   705,349.935   MT  1.00011960   +1 20 59.1
 FY1985
 FY1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1985!SPC NC       -   0.99998243  x   1.00001125  =   0.99999368
 FY1985!UTM  17      -   0.99998243  x   1.00011960  =   1.00010203
 FY1985
 FY1985|---------------------------------------------------------------------|
 FY1985| PID    Reference Object                     Distance      Geod. Az  |
 FY1985|                                                           dddmmss.s |
 FY1985| FY1984 STEM                                 18.911 METERS 05305     |
 FY1985| FY1983 26 JS 2                             APPROX. 1.1 KM 0624236.0 |
 FY1985|---------------------------------------------------------------------|
 FY1985
 FY1985                          SUPERSEDED SURVEY CONTROL
 FY1985
 FY1985  NAD 83(1993)-  36 12 22.06636(N)    078 42 56.85007(W) AD(       ) 2
 FY1985  NAD 83(1986)-  36 12 22.06564(N)    078 42 56.85462(W) AD(       ) 2
 FY1985  NAD 27      -  36 12 21.54171(N)    078 42 57.84119(W) AD(       ) 2
 FY1985  NGVD 29 (03/05/92)  143.787  (m)          471.74   (f) ADJUSTED    2 1
 FY1985
 FY1985.Superseded values are not recommended for survey control.
 FY1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1985.See file dsdata.txt to determine how the superseded data were derived.
 FY1985
 FY1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0535009230(NAD 83)
 FY1985_MARKER: DD = SURVEY DISK
 FY1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1985_SP_SET: CONCRETE POST
 FY1985_STAMPING: 26JS1 1962
 FY1985_MARK LOGO: NCHPWC
 FY1985_PROJECTION: PROJECTING 15 CENTIMETERS
 FY1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1985+STABILITY: SURFACE MOTION
 FY1985
 FY1985  HISTORY     - Date     Condition        Report By
 FY1985  HISTORY     - 1969     MONUMENTED       NCHPWC
 FY1985  HISTORY     - 1977     GOOD             NCGS
 FY1985  HISTORY     - 1978     GOOD             NCGS
 FY1985  HISTORY     - 1985     GOOD             USPSQD
 FY1985  HISTORY     - 1987     GOOD             USPSQD
 FY1985
 FY1985                          STATION DESCRIPTION
 FY1985
 FY1985'DESCRIBED BY NC HWY AND P W COMM 1969 (EM)
 FY1985'26JS1 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1985'THE VICINITY OF STEM, NORTH CAROLINA.
 FY1985'
 FY1985'26JS1 IS LOCATED APPROXIMATELY 0.5 MILE NORTHEAST OF STEM, AND
 FY1985'6.1 MILES NORTH OF CREEDMOOR.  TO REACH STATION PROCEED FROM THE
 FY1985'INTERSECTION OF SR 1127 AND SR 1132 IN STEM, GO 0.5 MILE
 FY1985'NORTHEAST ON SR 1132 TO STATION ON NORTH SIDE OF ROAD ON TOP OF
 FY1985'SMALL HILL.
 FY1985'
 FY1985'STATION MARK IS A STANDARD STATE HIGHWAY COMMISSION DISK, STAMPED
 FY1985'26JS1 1962, SET IN A PRECAST MONUMENT WHICH IS 6 INCHES ABOVE
 FY1985'THE SURFACE OF THE GROUND.
 FY1985'
 FY1985'MARK IS
 FY1985'
 FY1985'18.2 FT N OF N EDGE OF PAVEMENT
 FY1985'
 FY1985'90.8 FT N 3 DEG E OF NAIL AND CAP IN 10 INCH PINE
 FY1985'
 FY1985'30.2 FT S 84 DEG E OF NAIL AND CAP IN 18 INCH TWIN OAK TREE
 FY1985'
 FY1985'77.2 FT N 67 DEG W OF NAIL AND CAP IN TELEPHONE POLE
 FY1985
 FY1985                          STATION RECOVERY (1977)
 FY1985
 FY1985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1985'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FY1985'
 FY1985'UPDATED REFERENCES ARE AS FOLLOWS--28.3 FEET NORTH OF THE CENTERLINE
 FY1985'OF ROAD, 30.2 FEET SOUTH-SOUTHEAST OF A NAIL IN CAP IN AN 18 INCH TWIN
 FY1985'OAK, 23.0 FEET SOUTHEAST OF A 30 INCH WHITE OAK WITH REFERENCE TAG AND
 FY1985'10.0 FEET SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG.
 FY1985
 FY1985                          STATION RECOVERY (1978)
 FY1985
 FY1985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY1985'0.5 MI NE FROM STEM.
 FY1985'TO REACH STATION FROM THE INTERSECTION OF SR 1127 AND SR 1132 IN STEM,
 FY1985'PROCEED 0.5 MILE NORTHEAST ALONG SR 1132 TO STATION ON NORTH SIDE OF
 FY1985'ROAD ON TOP OF A SMALL HILL, 28.3 FT. NORTH OF CENTERLINE OF SR 1132,
 FY1985'30.2 FT. SOUTHEAST OF NAIL AND CAP IN 18 INCH TWIN OAK, 23.0 FT.
 FY1985'SOUTHEAST OF 30 INCH WHITE OAK WITH ALUMINUM REF. TAG AND 10.0 FT.
 FY1985'SOUTHWEST OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 FY1985
 FY1985                          STATION RECOVERY (1985)
 FY1985
 FY1985'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1985'WITNESS POST GOOD CLEARED BRUSH.
 FY1985
 FY1985                          STATION RECOVERY (1987)
 FY1985
 FY1985'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2854 ***********************************************************************
 FY2854  DESIGNATION -  26 JS 13
 FY2854  PID         -  FY2854
 FY2854  STATE/COUNTY-  NC/GRANVILLE
 FY2854  USGS QUAD   -  OXFORD (1984)
 FY2854
 FY2854                         *CURRENT SURVEY CONTROL
 FY2854  ___________________________________________________________________
 FY2854* NAD 83(2001)-  36 16 50.80018(N)    078 34 25.86185(W)     ADJUSTED  
 FY2854* NAVD 88     -       139.70   (+/-2cm)     458.3    (feet)  VERTCON   
 FY2854  ___________________________________________________________________
 FY2854  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 FY2854  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY2854  HORZ ORDER  -  SECOND
 FY2854  VERT ORDER  -  THIRD ? (See Below)
 FY2854
 FY2854.The horizontal coordinates were established by classical geodetic methods
 FY2854.and adjusted by the National Geodetic Survey in August 2005.
 FY2854
 FY2854.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2854.The vertical order pertains to the NGVD 29 superseded value.
 FY2854
 FY2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2854
 FY2854.The geoid height was determined by GEOID03.
 FY2854
 FY2854;                    North         East     Units Scale Factor Converg.
 FY2854;SPC NC       -   280,838.260   647,888.944   MT  1.00003385   +0 14 45.5
 FY2854;SPC NC       -   921,383.52  2,125,615.64   sFT  1.00003385   +0 14 45.5
 FY2854;UTM  17      - 4,017,822.512   717,905.029   MT  1.00018507   +1 26 10.4
 FY2854
 FY2854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2854!SPC NC       -   0.99998310  x   1.00003385  =   1.00001694
 FY2854!UTM  17      -   0.99998310  x   1.00018507  =   1.00016816
 FY2854
 FY2854|---------------------------------------------------------------------|
 FY2854| PID    Reference Object                     Distance      Geod. Az  |
 FY2854|                                                           dddmmss.s |
 FY2854| FY2855 26 JS 14                            329.235 METERS 01245     |
 FY2854| FY2853 WOODY                               APPROX. 3.3 KM 1432200.5 |
 FY2854|---------------------------------------------------------------------|
 FY2854
 FY2854                          SUPERSEDED SURVEY CONTROL
 FY2854
 FY2854  NAD 83(1993)-  36 16 50.80689(N)    078 34 25.86616(W) AD(       ) 2
 FY2854  NAD 83(1986)-  36 16 50.80527(N)    078 34 25.87266(W) AD(       ) 2
 FY2854  NAD 27      -  36 16 50.28236(N)    078 34 26.86683(W) AD(       ) 2
 FY2854  NGVD 29 (07/19/86)  139.98   (m)          459.3    (f) LEVELING    3  
 FY2854
 FY2854.Superseded values are not recommended for survey control.
 FY2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2854.See file dsdata.txt to determine how the superseded data were derived.
 FY2854
 FY2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1790517823(NAD 83)
 FY2854_MARKER: DD = SURVEY DISK
 FY2854_SETTING: 0 = UNSPECIFIED SETTING
 FY2854_STAMPING: 26JS13 1962
 FY2854_MARK LOGO: NCHPWC
 FY2854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2854
 FY2854  HISTORY     - Date     Condition        Report By
 FY2854  HISTORY     - 1962     MONUMENTED       NCHPWC
 FY2854  HISTORY     - 1971     GOOD             NCGS
 FY2854
 FY2854                          STATION DESCRIPTION
 FY2854
 FY2854'DESCRIBED BY NC HWY AND P W COMM 1962 (EM)
 FY2854'26JS13 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2854'IN THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY2854'
 FY2854'26JS13 IS LOCATED APPROXIMATELY 2.4 MILES SOUTH OF OXFORD.  TO
 FY2854'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 158A AND NC 96
 FY2854'IN OXFORD, GO SOUTH ALONG NC 96 FOR 1.2 MILES TO SR 1609 AND
 FY2854'STATION ON LEFT.  STATION IS IN THE SOUTH QUADRANT OF THE
 FY2854'INTERSECTION OF NC 96 AND SR 1609 AND SOUTHEAST OF SERVICE
 FY2854'STATION ON WEST SIDE OF NC 96.
 FY2854'
 FY2854'STATION MARK IS A STANDARD NCSHC BRONZE DISK SET IN THE TOP OF
 FY2854'A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FY2854'
 FY2854'MARK IS
 FY2854'
 FY2854'74.2 FT S 10 DEG W OF INTERSECTION OF S EDGE OF PAVEMENT OF NC
 FY2854'96 AND SR 1609
 FY2854'
 FY2854'14.9 FT SOUTH OF NAIL AND CAP IN PP
 FY2854'
 FY2854'132.3 FT S 19 DEG E OF SOUTHEAST CORNER OF SERVICE STATION
 FY2854'
 FY2854'267.25 FT N 40 DEG E OF NE CORNER OF TWO STORY FRAME DWELLING
 FY2854
 FY2854                          STATION RECOVERY (1971)
 FY2854
 FY2854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2854'26 JS 13 (NCSHC) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2855 ***********************************************************************
 FY2855  DESIGNATION -  26 JS 14
 FY2855  PID         -  FY2855
 FY2855  STATE/COUNTY-  NC/GRANVILLE
 FY2855  USGS QUAD   -  OXFORD (1984)
 FY2855
 FY2855                         *CURRENT SURVEY CONTROL
 FY2855  ___________________________________________________________________
 FY2855* NAD 83(2001)-  36 17 01.21815(N)    078 34 22.95041(W)     ADJUSTED  
 FY2855* NAVD 88     -       143.96   (+/-2cm)     472.3    (feet)  VERTCON   
 FY2855  ___________________________________________________________________
 FY2855  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 FY2855  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FY2855  HORZ ORDER  -  SECOND
 FY2855  VERT ORDER  -  THIRD ? (See Below)
 FY2855
 FY2855.The horizontal coordinates were established by classical geodetic methods
 FY2855.and adjusted by the National Geodetic Survey in August 2005.
 FY2855
 FY2855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2855.The vertical order pertains to the NGVD 29 superseded value.
 FY2855
 FY2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2855
 FY2855.The geoid height was determined by GEOID03.
 FY2855
 FY2855;                    North         East     Units Scale Factor Converg.
 FY2855;SPC NC       -   281,159.697   647,960.223   MT  1.00003476   +0 14 47.1
 FY2855;SPC NC       -   922,438.11  2,125,849.50   sFT  1.00003476   +0 14 47.1
 FY2855;UTM  17      - 4,018,145.410   717,969.626   MT  1.00018542   +1 26 12.5
 FY2855
 FY2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2855!SPC NC       -   0.99998243  x   1.00003476  =   1.00001719
 FY2855!UTM  17      -   0.99998243  x   1.00018542  =   1.00016784
 FY2855
 FY2855                          SUPERSEDED SURVEY CONTROL
 FY2855
 FY2855  NAD 83(1993)-  36 17 01.22485(N)    078 34 22.95463(W) AD(       ) 2
 FY2855  NAD 83(1986)-  36 17 01.22323(N)    078 34 22.96115(W) AD(       ) 2
 FY2855  NAD 27      -  36 17 00.70050(N)    078 34 23.95527(W) AD(       ) 2
 FY2855  NGVD 29 (07/19/86)  144.24   (m)          473.2    (f) LEVELING    3  
 FY2855
 FY2855.Superseded values are not recommended for survey control.
 FY2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2855.See file dsdata.txt to determine how the superseded data were derived.
 FY2855
 FY2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1797018145(NAD 83)
 FY2855_MARKER: DD = SURVEY DISK
 FY2855_SETTING: 0 = UNSPECIFIED SETTING
 FY2855_STAMPING: 26JS14 1962
 FY2855_MARK LOGO: NCHPWC
 FY2855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2855
 FY2855  HISTORY     - Date     Condition        Report By
 FY2855  HISTORY     - 1962     MONUMENTED       NCHPWC
 FY2855  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FY2855
 FY2855                          STATION DESCRIPTION
 FY2855
 FY2855'DESCRIBED BY NC HWY AND P W COMM 1962 (EM)
 FY2855'26JS14 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2855'IN THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY2855'
 FY2855'26JS14 IS LOCATED APPROXIMATELY 2.3 MILES SOUTH OF OXFORD.  TO
 FY2855'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 158A AND NC 96
 FY2855'IN OXFORD SOUTH ALONG NC 96 FOR 1.1 MILES TO STATION ON EAST
 FY2855'SIDE OF ROAD.  STATION IS 0.7 MILE SOUTH OF THE OXFORD ORPHANAGE
 FY2855'FOR THE COLORED AND 0.1 MILE NORTH OF THE INTERSECTION OF NC 96
 FY2855'AND SR 1609.
 FY2855'
 FY2855'STATION MARK IS A STANDARD NCSHC BRONZE DISK SET IN THE TOP OF
 FY2855'A CONCRETE POST WHICH PROJECTS THREE INCHES ABOVE THE SURFACE
 FY2855'OF THE GROUND.
 FY2855'
 FY2855'MARK IS
 FY2855'
 FY2855'16.0 FT E OF EDGE OF PAVEMENT
 FY2855'
 FY2855'20.7 FT S 11 DEG E OF NAIL AND CAP IN PP
 FY2855'
 FY2855'45.2 FT S 89 DEG W OF NAIL AND CAP IN 24 INCH OAK
 FY2855'
 FY2855'51.45 FT N 10 DEG E OF NAIL AND CAP IN 18 INCH OAK
 FY2855'
 FY2855'43.21 FT S 82 DEG E OF NAIL AND CAP IN TP
 FY2855
 FY2855                          STATION RECOVERY (1971)
 FY2855
 FY2855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2855'26-JS14 NCHC DESTROYED.
 FY2855'MONUMENT WAS NOT FOUND.  HOWEVER, DUE TO REALIGNMENT OF NC 96, IT IS
 FY2855'BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1983 ***********************************************************************
 FY1983  DESIGNATION -  26 JS 2
 FY1983  PID         -  FY1983
 FY1983  STATE/COUNTY-  NC/GRANVILLE
 FY1983  USGS QUAD   -  STEM (1987)
 FY1983
 FY1983                         *CURRENT SURVEY CONTROL
 FY1983  ___________________________________________________________________
 FY1983* NAD 83(2001)-  36 12 38.26989(N)    078 42 18.06599(W)     ADJUSTED  
 FY1983* NAVD 88     -       151.020  (meters)     495.47   (feet)  ADJUSTED  
 FY1983  ___________________________________________________________________
 FY1983  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 FY1983  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FY1983  DYNAMIC HT  -         150.901 (meters)     495.08  (feet)  COMP
 FY1983  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 FY1983
 FY1983  HORZ ORDER  -  THIRD
 FY1983  VERT ORDER  -  SECOND    CLASS I
 FY1983
 FY1983.The horizontal coordinates were established by classical geodetic methods
 FY1983.and adjusted by the National Geodetic Survey in August 2005.
 FY1983
 FY1983.The orthometric height was determined by differential leveling
 FY1983.and adjusted in June 1991.
 FY1983
 FY1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1983
 FY1983.The geoid height was determined by GEOID03.
 FY1983
 FY1983.The dynamic height is computed by dividing the NAVD 88
 FY1983.geopotential number by the normal gravity value computed on the
 FY1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1983.degrees latitude (g = 980.6199 gals.).
 FY1983
 FY1983.The modeled gravity was interpolated from observed gravity values.
 FY1983
 FY1983;                    North         East     Units Scale Factor Converg.
 FY1983;SPC NC       -   273,011.515   636,127.244   MT  1.00001257   +0 10 12.9
 FY1983;SPC NC       -   895,705.28  2,087,027.47   sFT  1.00001257   +0 10 12.9
 FY1983;UTM  17      - 4,009,752.512   706,306.622   MT  1.00012445   +1 21 22.5
 FY1983
 FY1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1983!SPC NC       -   0.99998126  x   1.00001257  =   0.99999383
 FY1983!UTM  17      -   0.99998126  x   1.00012445  =   1.00010570
 FY1983
 FY1983|---------------------------------------------------------------------|
 FY1983| PID    Reference Object                     Distance      Geod. Az  |
 FY1983|                                                           dddmmss.s |
 FY1983| FY1982 STATE                                 6.094 METERS 06640     |
 FY1983| FY1985 26 JS 1                             APPROX. 1.1 KM 2424259.0 |
 FY1983|---------------------------------------------------------------------|
 FY1983
 FY1983                          SUPERSEDED SURVEY CONTROL
 FY1983
 FY1983  NAD 83(1993)-  36 12 38.27716(N)    078 42 18.07293(W) AD(       ) 3
 FY1983  NAD 83(1986)-  36 12 38.27646(N)    078 42 18.07736(W) AD(       ) 3
 FY1983  NAD 27      -  36 12 37.75395(N)    078 42 19.06524(W) AD(       ) 3
 FY1983  NGVD 29 (03/05/92)  151.285  (m)          496.34   (f) ADJUSTED    2 1
 FY1983
 FY1983.Superseded values are not recommended for survey control.
 FY1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1983.See file dsdata.txt to determine how the superseded data were derived.
 FY1983
 FY1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0630709753(NAD 83)
 FY1983_MARKER: DD = SURVEY DISK
 FY1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1983_SP_SET: CONCRETE POST
 FY1983_STAMPING: 26JS2 1962
 FY1983_MARK LOGO: NCGS  
 FY1983_PROJECTION: PROJECTING 10 CENTIMETERS
 FY1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1983+STABILITY: SURFACE MOTION
 FY1983
 FY1983  HISTORY     - Date     Condition        Report By
 FY1983  HISTORY     - 1962     MONUMENTED       NCHC
 FY1983  HISTORY     - 1977     GOOD             NCGS
 FY1983  HISTORY     - 1978     GOOD             NCGS
 FY1983  HISTORY     - 1983     GOOD             USPSQD
 FY1983  HISTORY     - 1985     GOOD             USPSQD
 FY1983  HISTORY     - 1987     GOOD             USPSQD
 FY1983
 FY1983                          STATION DESCRIPTION
 FY1983
 FY1983'DESCRIBED BY NC HIGHWAY COMM 1962 (EM)
 FY1983'26JS2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1983'THE VICINITY OF STEM, NORTH CAROLINA.
 FY1983'
 FY1983'26JS2 IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF STEM, AND
 FY1983'6.2 MILES NORTH OF CREEDMOOR.  TO REACH STATION PROCEED FROM THE
 FY1983'INTERSECTION OF SR 1127 AND SR 1132 IN STEM, GO NORTHEAST ON SR
 FY1983'1132 FOR 1.1 MILES TO SR 1136, CONTINUE ON SR 1132 NORTHEAST FOR
 FY1983'0.1 MILE TO STATION ON SOUTH SIDE OF ROAD.
 FY1983'
 FY1983'STATION MARK IS A STANDARD STATE HIGHWAY COMMISSION DISK, STAMPED
 FY1983'26JS2 1962, SET IN A PRECAST MONUMENT WHICH IS 4 INCHES ABOVE
 FY1983'THE SURFACE OF THE GROUND.
 FY1983'
 FY1983'MARK IS
 FY1983'
 FY1983'4.37 FT N 9 DEG W OF A NAIL AND CAP IN PP
 FY1983'
 FY1983'111.25 FT S 34 DEG E OF THE SW CORNER OF WELL
 FY1983'
 FY1983'143.0 FT S 11 DEG E OF SE CORNER OF TWO STORY DWELLING
 FY1983'
 FY1983'61.62 FT S 7 DEG E OF NAIL AND CAP IN 30 INCH MAPLE TREE
 FY1983
 FY1983                          STATION RECOVERY (1977)
 FY1983
 FY1983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1983'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FY1983'
 FY1983'REFERENCE CHANGES ARE AS FOLLOWS--THE DISTANCE FROM THE HOUSE IS 141.8
 FY1983'FEET RATHER THAN 143.0 FEET.  ADDITIONAL REFERENCES ARE 26.0 FEET
 FY1983'SOUTHEAST OF THE CENTERLINE OF ROAD, 22.8 FEET EAST OF A TELEPHONE
 FY1983'PEDESTAL AND 20.0 FEET WEST OF NCGS STATION---STATE.
 FY1983
 FY1983                          STATION RECOVERY (1978)
 FY1983
 FY1983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY1983'1.2 MI NE FROM STEM.
 FY1983'TO REACH STATION FROM THE INTERSECTION OF SR 1127 AND SR 1132 IN STEM,
 FY1983'PROCEED NORTHEAST ALONG SR 1132 FOR 1.25 MILES TO STATION ON
 FY1983'SOUTHEAST SIDE OF ROAD, 0.05 MILE SOUTH OF Y JUNCTION WITH SR 1133,
 FY1983'26.0 FT. SOUTHEAST OF CENTERLINE OF SR 1132, 4.5 FT. NORTH OF NAIL AND
 FY1983'CAP IN POWER POLE NUMBER 18, 111.2 FT. SOUTHEAST OF THE SOUTHWEST
 FY1983'CORNER OF WELL, 141.8 FT. SOUTH OF SOUTHEAST CORNER OF TWO STORY
 FY1983'DWELLING, 61.6 FT. SOUTH OF NAIL AND CAP IN 30 INCH MAPLE, 22.8 FT.
 FY1983'EAST OF TELEPHONE POLE PEDESTAL AND 20.0 FT. WEST OF NCGS STATION
 FY1983'STATE.
 FY1983
 FY1983                          STATION RECOVERY (1983)
 FY1983
 FY1983'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY1983'26JS2 1962 RECOVERED GOOD.
 FY1983'
 FY1983'MARK IS 22.8 FEET ENE TELEPHONE JUNCTION BOX NO. 515 2.0 FEET N
 FY1983'WITNESS POST 61.62 FEET S7E DEG OF TREE STUMP (MAPLE TREE CUT DOWN).
 FY1983
 FY1983                          STATION RECOVERY (1985)
 FY1983
 FY1983'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1983'RECOVERED IN GOOD CONDITION.
 FY1983
 FY1983                          STATION RECOVERY (1987)
 FY1983
 FY1983'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1926 ***********************************************************************
 FY1926  DESIGNATION -  26 JS 9
 FY1926  PID         -  FY1926
 FY1926  STATE/COUNTY-  NC/GRANVILLE
 FY1926  USGS QUAD   -  OXFORD (1984)
 FY1926
 FY1926                         *CURRENT SURVEY CONTROL
 FY1926  ___________________________________________________________________
 FY1926* NAD 83(2001)-  36 15 27.66539(N)    078 36 46.47051(W)     ADJUSTED  
 FY1926* NAVD 88     -       136.644  (meters)     448.31   (feet)  ADJUSTED  
 FY1926  ___________________________________________________________________
 FY1926  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 FY1926  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FY1926  DYNAMIC HT  -         136.536 (meters)     447.95  (feet)  COMP
 FY1926  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 FY1926
 FY1926  HORZ ORDER  -  SECOND
 FY1926  VERT ORDER  -  SECOND    CLASS I
 FY1926
 FY1926.The horizontal coordinates were established by classical geodetic methods
 FY1926.and adjusted by the National Geodetic Survey in August 2005.
 FY1926
 FY1926.The orthometric height was determined by differential leveling
 FY1926.and adjusted in June 1991.
 FY1926
 FY1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1926
 FY1926.The geoid height was determined by GEOID03.
 FY1926
 FY1926.The dynamic height is computed by dividing the NAVD 88
 FY1926.geopotential number by the normal gravity value computed on the
 FY1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1926.degrees latitude (g = 980.6199 gals.).
 FY1926
 FY1926.The modeled gravity was interpolated from observed gravity values.
 FY1926
 FY1926;                    North         East     Units Scale Factor Converg.
 FY1926;SPC NC       -   278,261.337   644,389.762   MT  1.00002667   +0 13 24.3
 FY1926;SPC NC       -   912,929.07  2,114,135.41   sFT  1.00002667   +0 13 24.3
 FY1926;UTM  17      - 4,015,173.114   714,459.599   MT  1.00016672   +1 24 44.3
 FY1926
 FY1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1926!SPC NC       -   0.99998356  x   1.00002667  =   1.00001023
 FY1926!UTM  17      -   0.99998356  x   1.00016672  =   1.00015027
 FY1926
 FY1926                          SUPERSEDED SURVEY CONTROL
 FY1926
 FY1926  NAD 83(1993)-  36 15 27.67493(N)    078 36 46.47729(W) AD(       ) 2
 FY1926  NAD 83(1986)-  36 15 27.67313(N)    078 36 46.48324(W) AD(       ) 2
 FY1926  NAD 27      -  36 15 27.15002(N)    078 36 47.47488(W) AD(       ) 2
 FY1926  NGVD 29 (03/05/92)  136.917  (m)          449.20   (f) ADJUSTED    2 1
 FY1926
 FY1926.Superseded values are not recommended for survey control.
 FY1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1926.See file dsdata.txt to determine how the superseded data were derived.
 FY1926
 FY1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1446015173(NAD 83)
 FY1926_MARKER: DE = TRAVERSE STATION DISK
 FY1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1926_SP_SET: CONCRETE POST
 FY1926_STAMPING: 26JS9 1962
 FY1926_MARK LOGO: NCHPWC
 FY1926_PROJECTION: PROJECTING 5 CENTIMETERS
 FY1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1926+STABILITY: SURFACE MOTION
 FY1926
 FY1926  HISTORY     - Date     Condition        Report By
 FY1926  HISTORY     - 1971     MONUMENTED       NCDOT
 FY1926  HISTORY     - 1977     GOOD             NCGS
 FY1926  HISTORY     - 1985     GOOD             USPSQD
 FY1926  HISTORY     - 1987     GOOD             USPSQD
 FY1926
 FY1926                          STATION DESCRIPTION
 FY1926
 FY1926'DESCRIBED BY 
NC DOT 1971 (LWA)
 FY1926'26 JS-9 IS A STANDARD N. C. STATE HIGHWAY COMMISSION TRAVERSE DISK
 FY1926'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FY1926'STATION IS LOCATED ON THE E SIDE OF US 15 IN THE SE QUADRANT OF THE
 FY1926'INTERSECTION OF HIGHWAY AND DRIVE TO A CEMETERY.  IT IS 41.7 FEET
 FY1926'E OF EDGE OF PAVEMENT, 161.5 FEET W OF A FLAG POLE, 113.9 FEET N OF
 FY1926'THE END OF SIDEWALK, AND 1.0 FEET W OF A POWER POLE.
 FY1926
 FY1926                          STATION RECOVERY (1977)
 FY1926
 FY1926'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1926'3.9 MI SSW FROM OXFORD.
 FY1926'TO REACH STATION FROM THE US 15 UNDERPASS OF I 85 SOUTH OF OXFORD,
 FY1926'PROCEED SOUTH ALONG US 15 FOR 1.0 MILES TO GRANVILLE MEMORIAL PARK
 FY1926'CEMETERY NORTH ENTRANCE ON LEFT AND STATION IN SOUTHEAST QUADRANT OF
 FY1926'INTERSECTION, 53.8 FT. EAST OF CENTERLINE OF US 15, 27.3 FT. SOUTH
 FY1926'OF CENTERLINE OF DRIVEWAY, 1.0 FT. WEST OF POWER POLE WITH ALUMINUM
 FY1926'REF. TAG, 13.7 FT. SOUTH OF 4 INCH BY 4 INCH WOOD CEMETERY SIGN POST,
 FY1926'113.9 FT. NORTH OF THE WEST END OF A SIDEWALK AND 161.5 FT. WEST OF A
 FY1926'FLAG POLE.
 FY1926
 FY1926                          STATION RECOVERY (1985)
 FY1926
 FY1926'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1926'RECOVERED IN GOOD CONDITION.
 FY1926
 FY1926                          STATION RECOVERY (1987)
 FY1926
 FY1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4956 ***********************************************************************
 AH4956  DESIGNATION -  26 LB 4
 AH4956  PID         -  AH4956
 AH4956  STATE/COUNTY-  NC/JOHNSTON
 AH4956  USGS QUAD   -  SELMA (1988)
 AH4956
 AH4956                         *CURRENT SURVEY CONTROL
 AH4956  ___________________________________________________________________
 AH4956* NAD 83(2001)-  35 35 13.39931(N)    078 22 23.09159(W)     ADJUSTED  
 AH4956* NAVD 88     -        72.61   (meters)     238.2    (feet)  LEVELING  
 AH4956  ___________________________________________________________________
 AH4956  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AH4956  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH4956  HORZ ORDER  -  SECOND
 AH4956  VERT ORDER  -  THIRD ?
 AH4956
 AH4956.The horizontal coordinates were established by classical geodetic methods
 AH4956.and adjusted by the National Geodetic Survey in August 2005.
 AH4956
 AH4956.The orthometric height was determined by differential leveling.
 AH4956.The vertical network tie was performed by a horz. field party for horz.
 AH4956.obs reductions. Reset procedures were used to establish the elevation.
 AH4956
 AH4956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4956
 AH4956.The geoid height was determined by GEOID03.
 AH4956
 AH4956;                    North         East     Units Scale Factor Converg.
 AH4956;SPC NC       -   203,965.454   666,413.116   MT  0.99988966   +0 21 42.6
 AH4956;SPC NC       -   669,176.66  2,186,390.36   sFT  0.99988966   +0 21 42.6
 AH4956;UTM  17      - 3,941,324.951   738,013.232   MT  1.00029816   +1 31 45.9
 AH4956
 AH4956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4956!SPC NC       -   0.99999395  x   0.99988966  =   0.99988361
 AH4956!UTM  17      -   0.99999395  x   1.00029816  =   1.00029211
 AH4956
 AH4956                          SUPERSEDED SURVEY CONTROL
 AH4956
 AH4956  NAD 83(1986)-  35 35 13.40462(N)    078 22 23.10223(W) AD(       ) 2
 AH4956
 AH4956.Superseded values are not recommended for survey control.
 AH4956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4956.See file dsdata.txt to determine how the superseded data were derived.
 AH4956
 AH4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3801341325(NAD 83)
 AH4956_MARKER: DE = TRAVERSE STATION DISK
 AH4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4956_STAMPING: 26 LB 4 1979
 AH4956_MARK LOGO: NCDOT 
 AH4956_PROJECTION: FLUSH
 AH4956_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4956+STABILITY: SURFACE MOTION
 AH4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4956+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 AH4956
 AH4956  HISTORY     - Date     Condition        Report By
 AH4956  HISTORY     - 1979     MONUMENTED       NCDOT
 AH4956  HISTORY     - 19860101 GOOD             NCGS
 AH4956  HISTORY     - 20071007 GOOD             GEOCAC
 AH4956
 AH4956                          STATION DESCRIPTION
 AH4956
 AH4956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4956'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST-NORTHWEST OF WILSON
 AH4956'MILLS. ALONG US 70A FOR 3.4 KM (2.10 MI) EAST FROM US 70, OR 1.3 KM
 AH4956'(0.80 MI) WEST OF SR 1501 IN SOUTH SHOULDER. MARK IS RECESSED 12
 AH4956'INCHES BELOW GROUND AND IS 1-FOOT LOWER THAN HIGHWAY. LOCATED 7.4 M
 AH4956'(24.3 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 9.3 M (30.5 FT)
 AH4956'NORTHWEST OF EAST END OF FIELD ROAD CULVERT, 65.1 M (213.6 FT)
 AH4956'SOUTHEAST OF SOUTH END OF HIGHWAY CULVERT--AND 15.5 M (50.9 FT)
 AH4956'NORTH-NORTHWEST OF TELEPHONE PEDESTAL (122 A) BESIDE POST AND 33.3 M
 AH4956'(109.3 FT) NORTHWEST OF POWER POLE--BOTH WITH TAGS.
 AH4956
 AH4956                          STATION RECOVERY (2007)
 AH4956
 AH4956'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4956'RECESSED 12 INCHES.
 AH4956' 
 AH4956'NCSHC 26 LB 3 WAS RECOVERED 2481.093 FEET N64W FROM 26 LB 4, NORTHEAST
 AH4956'OF A HIGH VOLTAGE POWER LINE. THE STATION IS A STANDARD NCSHC BRONZE
 AH4956'DISK SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND, AND 48
 AH4956'FEET S40W FROM THE CENTERLINE OF WILSON MILLS ROAD. THE NAD 83/86
 AH4956'THIRD ORDER HORIZONTAL POSITION OF 26 LB 3 (FROM NCDOT) IS
 AH4956'N35 35 23.80804 W078 22 50.30687.
 AH4956' 
 AH4956' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4953 ***********************************************************************
 AH4953  DESIGNATION -  26 LB 5
 AH4953  PID         -  AH4953
 AH4953  STATE/COUNTY-  NC/JOHNSTON
 AH4953  USGS QUAD   -  SELMA (1988)
 AH4953
 AH4953                         *CURRENT SURVEY CONTROL
 AH4953  ___________________________________________________________________
 AH4953* NAD 83(2001)-  35 34 46.84853(N)    078 21 11.43740(W)     ADJUSTED  
 AH4953* NAVD 88     -        70.68   (meters)     231.9    (feet)  LEVELING  
 AH4953  ___________________________________________________________________
 AH4953  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AH4953  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AH4953  HORZ ORDER  -  SECOND
 AH4953  VERT ORDER  -  THIRD ?
 AH4953
 AH4953.The horizontal coordinates were established by classical geodetic methods
 AH4953.and adjusted by the National Geodetic Survey in August 2005.
 AH4953
 AH4953.The orthometric height was determined by differential leveling.
 AH4953.The vertical network tie was performed by a horz. field party for horz.
 AH4953.obs reductions. Reset procedures were used to establish the elevation.
 AH4953
 AH4953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4953
 AH4953.The geoid height was determined by GEOID03.
 AH4953
 AH4953;                    North         East     Units Scale Factor Converg.
 AH4953;SPC NC       -   203,158.844   668,222.133   MT  0.99988892   +0 22 24.0
 AH4953;SPC NC       -   666,530.31  2,192,325.45   sFT  0.99988892   +0 22 24.0
 AH4953;UTM  17      - 3,940,555.049   739,839.064   MT  1.00030891   +1 32 26.7
 AH4953
 AH4953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4953!SPC NC       -   0.99999426  x   0.99988892  =   0.99988319
 AH4953!UTM  17      -   0.99999426  x   1.00030891  =   1.00030317
 AH4953
 AH4953                          SUPERSEDED SURVEY CONTROL
 AH4953
 AH4953  NAD 83(1986)-  35 34 46.85408(N)    078 21 11.44771(W) AD(       ) 2
 AH4953
 AH4953.Superseded values are not recommended for survey control.
 AH4953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4953.See file dsdata.txt to determine how the superseded data were derived.
 AH4953
 AH4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3983940555(NAD 83)
 AH4953_MARKER: DE = TRAVERSE STATION DISK
 AH4953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4953_STAMPING: 26 LB 5 1979
 AH4953_MARK LOGO: NCDOT 
 AH4953_PROJECTION: FLUSH
 AH4953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4953+STABILITY: SURFACE MOTION
 AH4953
 AH4953  HISTORY     - Date     Condition        Report By
 AH4953  HISTORY     - 1979     MONUMENTED       NCDOT
 AH4953  HISTORY     - 19860101 GOOD             NCGS
 AH4953
 AH4953                          STATION DESCRIPTION
 AH4953
 AH4953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4953'STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) SOUTH-SOUTHEAST OF WILSON
 AH4953'MILLS AND 7.7 KM (4.80 MI) WEST-SOUTHWEST OF SELMA. ALONG US 70A FOR
 AH4953'5.6 KM (3.45 MI) EAST FROM US 70, OR 0.5 KM (0.30 MI) EAST OF SR 1908
 AH4953'(WILSON MILLS POST OFFICE RD) ON 4-FOOT BANK, AT A POWER POLE. MARK IS
 AH4953'FLUSH WITH GROUND AND 4-FEET HIGHER THAN HIGHWAY. LOCATED 16.7 M (54.8
 AH4953'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 74.3 M (243.8 FT)
 AH4953'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 43.5 M (142.7 FT)
 AH4953'WEST-NORTHWEST OF THE NORTHWEST END OF A CONCRETE CULVERT, 35.3 M
 AH4953'(115.8 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF BRICK HOUSE--AND
 AH4953'0.7 M (2.3 FT) SOUTH OF POWER POLE WITH TRANSFORMER, 14.0 M (45.9 FT)
 AH4953'NORTHEAST OF POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4949 ***********************************************************************
 AH4949  DESIGNATION -  26 LB 6
 AH4949  PID         -  AH4949
 AH4949  STATE/COUNTY-  NC/JOHNSTON
 AH4949  USGS QUAD   -  SELMA (1988)
 AH4949
 AH4949                         *CURRENT SURVEY CONTROL
 AH4949  ___________________________________________________________________
 AH4949* NAD 83(2001)-  35 33 31.43051(N)    078 19 41.28705(W)     ADJUSTED  
 AH4949* NAVD 88     -        52.02   (meters)     170.7    (feet)  LEVELING  
 AH4949  ___________________________________________________________________
 AH4949  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 AH4949  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AH4949  HORZ ORDER  -  SECOND
 AH4949  VERT ORDER  -  THIRD ?
 AH4949
 AH4949.The horizontal coordinates were established by classical geodetic methods
 AH4949.and adjusted by the National Geodetic Survey in August 2005.
 AH4949
 AH4949.The orthometric height was determined by differential leveling.
 AH4949.The vertical network tie was performed by a horz. field party for horz.
 AH4949.obs reductions. Reset procedures were used to establish the elevation.
 AH4949
 AH4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4949
 AH4949.The geoid height was determined by GEOID03.
 AH4949
 AH4949;                    North         East     Units Scale Factor Converg.
 AH4949;SPC NC       -   200,849.869   670,507.338   MT  0.99988690   +0 23 16.0
 AH4949;SPC NC       -   658,954.95  2,199,822.82   sFT  0.99988690   +0 23 16.0
 AH4949;UTM  17      - 3,938,292.130   742,171.823   MT  1.00032277   +1 33 16.4
 AH4949
 AH4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4949!SPC NC       -   0.99999721  x   0.99988690  =   0.99988411
 AH4949!UTM  17      -   0.99999721  x   1.00032277  =   1.00031997
 AH4949
 AH4949                          SUPERSEDED SURVEY CONTROL
 AH4949
 AH4949  NAD 83(1986)-  35 33 31.43711(N)    078 19 41.29628(W) AD(       ) 2
 AH4949
 AH4949.Superseded values are not recommended for survey control.
 AH4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4949.See file dsdata.txt to determine how the superseded data were derived.
 AH4949
 AH4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4217238292(NAD 83)
 AH4949_MARKER: DE = TRAVERSE STATION DISK
 AH4949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4949_STAMPING: 26 LB 6 1979
 AH4949_MARK LOGO: NCDOT 
 AH4949_PROJECTION: FLUSH
 AH4949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4949+STABILITY: SURFACE MOTION
 AH4949
 AH4949  HISTORY     - Date     Condition        Report By
 AH4949  HISTORY     - 1979     MONUMENTED       NCDOT
 AH4949  HISTORY     - 19860101 GOOD             NCGS
 AH4949
 AH4949                          STATION DESCRIPTION
 AH4949
 AH4949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4949'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) WEST-NORTHWEST OF SELMA AND
 AH4949'3.7 KM (2.30 MI) SOUTHEAST OF WILSON MILLS. ALONG US 70A FOR 5.2 KM
 AH4949'(3.25 MI) NORTHWEST FROM US 301, OR 0.2 KM (0.10 MI) SOUTHEAST OF SR
 AH4949'1914 AND SR 1915 CROSSROADS IN NORTHWEST GROUNDS OF WILSON MILLS
 AH4949'PRISON UNIT. MARK IS RECESSED 1 INCH BELOW GROUND AND IS 1-FOOT HIGHER
 AH4949'THAN HIGHWAY. LOCATED 16.6 M (54.5 FT) SOUTHWEST OF THE CENTERLINE OF
 AH4949'HIGHWAY, 30.9 M (101.4 FT) SOUTHEAST OF A TELEPHONE PEDESTAL, 26.5 M
 AH4949'(86.9 FT) EAST-NORTHEAST OF THE EAST CORNER OF A BRICK WATER FOUNTAIN,
 AH4949'73.6 M (241.5 FT) NORTHWEST OF THE NORTHWEST END OF CONCRETE
 AH4949'CULVERT--AND 4.3 M (14.1 FT) NORTHEAST OF A 24-INCH OAK, 1.7 M (5.6
 AH4949'FT) WEST-NORTHWEST OF UNDERGROUND CABLE POST, 23.2 M (76.1 FT)
 AH4949'EAST-SOUTHEAST OF A 24-INCH OAK--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4945 ***********************************************************************
 AH4945  DESIGNATION -  26 LB 7
 AH4945  PID         -  AH4945
 AH4945  STATE/COUNTY-  NC/JOHNSTON
 AH4945  USGS QUAD   -  SELMA (1988)
 AH4945
 AH4945                         *CURRENT SURVEY CONTROL
 AH4945  ___________________________________________________________________
 AH4945* NAD 83(2001)-  35 32 14.77344(N)    078 18 35.70642(W)     ADJUSTED  
 AH4945* NAVD 88     -        46.68   (meters)     153.1    (feet)  LEVELING  
 AH4945  ___________________________________________________________________
 AH4945  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AH4945  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AH4945  HORZ ORDER  -  SECOND
 AH4945  VERT ORDER  -  THIRD ?
 AH4945
 AH4945.The horizontal coordinates were established by classical geodetic methods
 AH4945.and adjusted by the National Geodetic Survey in August 2005.
 AH4945
 AH4945.The orthometric height was determined by differential leveling.
 AH4945.The vertical network tie was performed by a horz. field party for horz.
 AH4945.obs reductions. Reset procedures were used to establish the elevation.
 AH4945
 AH4945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4945
 AH4945.The geoid height was determined by GEOID03.
 AH4945
 AH4945;                    North         East     Units Scale Factor Converg.
 AH4945;SPC NC       -   198,498.981   672,175.133   MT  0.99988498   +0 23 53.9
 AH4945;SPC NC       -   651,242.07  2,205,294.58   sFT  0.99988498   +0 23 53.9
 AH4945;UTM  17      - 3,935,974.656   743,887.886   MT  1.00033306   +1 33 51.6
 AH4945
 AH4945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4945!SPC NC       -   0.99999805  x   0.99988498  =   0.99988303
 AH4945!UTM  17      -   0.99999805  x   1.00033306  =   1.00033111
 AH4945
 AH4945                          SUPERSEDED SURVEY CONTROL
 AH4945
 AH4945  NAD 83(1986)-  35 32 14.78110(N)    078 18 35.71432(W) AD(       ) 2
 AH4945
 AH4945.Superseded values are not recommended for survey control.
 AH4945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4945.See file dsdata.txt to determine how the superseded data were derived.
 AH4945
 AH4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4388835975(NAD 83)
 AH4945_MARKER: DE = TRAVERSE STATION DISK
 AH4945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4945_STAMPING: 26 LB 7 1979
 AH4945_MARK LOGO: NCDOT 
 AH4945_PROJECTION: FLUSH
 AH4945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4945+STABILITY: SURFACE MOTION
 AH4945
 AH4945  HISTORY     - Date     Condition        Report By
 AH4945  HISTORY     - 1979     MONUMENTED       NCDOT
 AH4945  HISTORY     - 19860101 GOOD             NCGS
 AH4945
 AH4945                          STATION DESCRIPTION
 AH4945
 AH4945'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4945'STATION IS LOCATED 2.3 KM (1.40 MI) WEST OF SELMA. ALONG US 70A FOR
 AH4945'1.8 KM (1.10 MI) NORTHWEST FROM US 301, OR 0.7 KM (0.45 MI) SOUTH OF
 AH4945'SR 1003, AT WOODS LINE. MARK IS FLUSH WITH GROUND AND 6-FEET LOWER
 AH4945'THAN HIGHWAY. LOCATED 22.0 M (72.2 FT) WEST OF THE CENTERLINE OF THE
 AH4945'HIGHWAY--AND 3.2 M (10.5 FT) EAST OF A 12-INCH PINE, 12.0 M (39.4 FT)
 AH4945'NORTH-NORTHEAST OF A 10-INCH PINE, AND 11.5 M (37.7 FT) SOUTH OF A
 AH4945'14-INCH PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4914 ***********************************************************************
 AH4914  DESIGNATION -  26 LB 9
 AH4914  PID         -  AH4914
 AH4914  STATE/COUNTY-  NC/JOHNSTON
 AH4914  USGS QUAD   -  FOUR OAKS NE (1986)
 AH4914
 AH4914                         *CURRENT SURVEY CONTROL
 AH4914  ___________________________________________________________________
 AH4914* NAD 83(2001)-  35 29 51.13755(N)    078 18 07.26411(W)     ADJUSTED  
 AH4914* NAVD 88     -        48.09   (meters)     157.8    (feet)  LEVELING  
 AH4914  ___________________________________________________________________
 AH4914  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AH4914  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AH4914  HORZ ORDER  -  SECOND
 AH4914  VERT ORDER  -  THIRD ?
 AH4914
 AH4914.The horizontal coordinates were established by classical geodetic methods
 AH4914.and adjusted by the National Geodetic Survey in August 2005.
 AH4914
 AH4914.The orthometric height was determined by differential leveling.
 AH4914.The vertical network tie was performed by a horz. field party for horz.
 AH4914.obs reductions. Reset procedures were used to establish the elevation.
 AH4914
 AH4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4914
 AH4914.The geoid height was determined by GEOID03.
 AH4914
 AH4914;                    North         East     Units Scale Factor Converg.
 AH4914;SPC NC       -   194,077.834   672,922.642   MT  0.99988176   +0 24 10.3
 AH4914;SPC NC       -   636,737.03  2,207,747.03   sFT  0.99988176   +0 24 10.3
 AH4914;UTM  17      - 3,931,567.633   744,725.532   MT  1.00033811   +1 34 02.7
 AH4914
 AH4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4914!SPC NC       -   0.99999784  x   0.99988176  =   0.99987960
 AH4914!UTM  17      -   0.99999784  x   1.00033811  =   1.00033595
 AH4914
 AH4914                          SUPERSEDED SURVEY CONTROL
 AH4914
 AH4914  NAD 83(1986)-  35 29 51.14323(N)    078 18 07.27357(W) AD(       ) 2
 AH4914
 AH4914.Superseded values are not recommended for survey control.
 AH4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4914.See file dsdata.txt to determine how the superseded data were derived.
 AH4914
 AH4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4472631568(NAD 83)
 AH4914_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4914_STAMPING: 26 LB 9 1979
 AH4914_MARK LOGO: NCDOT 
 AH4914_PROJECTION: FLUSH
 AH4914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4914+STABILITY: SURFACE MOTION
 AH4914
 AH4914  HISTORY     - Date     Condition        Report By
 AH4914  HISTORY     - 1979     MONUMENTED       NCDOT
 AH4914  HISTORY     - 19850101 GOOD             NCGS
 AH4914  HISTORY     - 19850808 GOOD             NCGS
 AH4914
 AH4914                          STATION DESCRIPTION
 AH4914
 AH4914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4914'RECOVERED AS DESCRIBED.
 AH4914
 AH4914                          STATION RECOVERY (1985)
 AH4914
 AH4914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4914'STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) EAST-SOUTHEAST OF
 AH4914'SMITHFIELD. ALONG US 70 FOR 1.8 KM (1.10 MI) EAST FROM THE CENTER OF
 AH4914'THE OVERPASS OF I 95, OR 0.6 KM (0.35 MI) EAST FROM THE SR 2301 AND SR
 AH4914'2508 CROSSROADS, NEAR A FENCE LINE. MARK IS RECESSED 1 INCH BELOW
 AH4914'GROUND AND IS ABOUT 4-FEET LOWER THAN HIGHWAY. LOCATED 13.9 M (45.6
 AH4914'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.3 M (40.4 FT) WEST
 AH4914'OF THE WEST END OF A DRIVEWAY CULVERT--AND 2.3 M (7.5 FT) EAST OF A
 AH4914'POWER POLE, 17.4 M (57.1 FT) NORTHWEST OF A CORNER FENCE POST, AND
 AH4914'22.0 M (72.2 FT) NORTH-NORTHWEST OF A 30-INCH PINE TREE--ALL THREE
 AH4914'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2105 ***********************************************************************
 FY2105  DESIGNATION -  26 MAX
 FY2105  PID         -  FY2105
 FY2105  STATE/COUNTY-  NC/ROCKINGHAM
 FY2105  USGS QUAD   -  REIDSVILLE (1994)
 FY2105
 FY2105                         *CURRENT SURVEY CONTROL
 FY2105  ___________________________________________________________________
 FY2105* NAD 83(1986)-  36 21 24.     (N)    079 39 19.     (W)     SCALED    
 FY2105* NAVD 88     -       249.361  (meters)     818.11   (feet)  ADJUSTED  
 FY2105  ___________________________________________________________________
 FY2105  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY2105  DYNAMIC HT  -         249.147 (meters)     817.41  (feet)  COMP
 FY2105  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 FY2105
 FY2105  VERT ORDER  -  FIRST     CLASS II
 FY2105
 FY2105.The horizontal coordinates were scaled from a topographic map and have
 FY2105.an estimated accuracy of +/- 6 seconds.
 FY2105
 FY2105.The orthometric height was determined by differential leveling
 FY2105.and adjusted in June 1991.
 FY2105
 FY2105.The geoid height was determined by GEOID03.
 FY2105
 FY2105.The dynamic height is computed by dividing the NAVD 88
 FY2105.geopotential number by the normal gravity value computed on the
 FY2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2105.degrees latitude (g = 980.6199 gals.).
 FY2105
 FY2105.The modeled gravity was interpolated from observed gravity values.
 FY2105
 FY2105;                    North         East    Units  Estimated Accuracy
 FY2105;SPC NC       -   289,370.      550,780.      MT  (+/- 180 meters Scaled)
 FY2105
 FY2105                          SUPERSEDED SURVEY CONTROL
 FY2105
 FY2105  NGVD 29 (03/05/92)  249.587  (m)          818.85   (f) ADJUSTED    1 2
 FY2105
 FY2105.Superseded values are not recommended for survey control.
 FY2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2105.See file dsdata.txt to determine how the superseded data were derived.
 FY2105
 FY2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA206243(NAD 83)
 FY2105_MARKER: DD = SURVEY DISK
 FY2105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY2105_SP_SET: CONCRETE FOUNDATION
 FY2105_STAMPING: 26 MAX 1971 819
 FY2105_MARK LOGO: USGS  
 FY2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2105
 FY2105  HISTORY     - Date     Condition        Report By
 FY2105  HISTORY     - 1971     MONUMENTED       USGS
 FY2105  HISTORY     - 1983     GOOD             NGS
 FY2105  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 FY2105
 FY2105                          STATION DESCRIPTION
 FY2105
 FY2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2105'0.8 KM (0.5 MI) EAST FROM REIDSVILLE.
 FY2105'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 87 FROM THE JUNCTION OF SOUTH
 FY2105'SCALES STREET IN REIDSVILLE, TO WHERE STATE HIGHWAY 87 TURNS SOUTH AND
 FY2105'THE MARK ON THE RIGHT, SET IN TOP OF THE NORTH CONCRETE FOUNDATION OF
 FY2105'AN ABANDONED GAS PUMP, 34.14 METERS (112.0 FT) EAST OF THE CENTERLINE
 FY2105'OF THE HIGHWAY, 14.33 METERS (47.0 FT) SOUTH OF THE CENTERLINE OF
 FY2105'LAWSONVILLE AVENUE, 2.07 METERS (6.8 FT) WEST OF THE EAST END OF THE
 FY2105'FOUNDATION.
 FY2105'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2105
 FY2105                          STATION RECOVERY (1996)
 FY2105
 FY2105'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5096 ***********************************************************************
 AH5096  DESIGNATION -  26 MEA
 AH5096  PID         -  AH5096
 AH5096  STATE/COUNTY-  NC/JOHNSTON
 AH5096  USGS QUAD   -  PEACOCKS CROSSROADS (1986)
 AH5096
 AH5096                         *CURRENT SURVEY CONTROL
 AH5096  ___________________________________________________________________
 AH5096* NAD 83(2001)-  35 19 45.65312(N)    078 28 20.10776(W)     ADJUSTED  
 AH5096* NAVD 88     -        63.13   (meters)     207.1    (feet)  LEVELING  
 AH5096  ___________________________________________________________________
 AH5096  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AH5096  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AH5096  HORZ ORDER  -  SECOND
 AH5096  VERT ORDER  -  THIRD ?
 AH5096
 AH5096.The horizontal coordinates were established by classical geodetic methods
 AH5096.and adjusted by the National Geodetic Survey in August 2005.
 AH5096
 AH5096.The orthometric height was determined by differential leveling.
 AH5096.The vertical network tie was performed by a horz. field party for horz.
 AH5096.obs reductions. Reset procedures were used to establish the elevation.
 AH5096
 AH5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5096
 AH5096.The geoid height was determined by GEOID03.
 AH5096
 AH5096;                    North         East     Units Scale Factor Converg.
 AH5096;SPC NC       -   175,324.664   657,578.225   MT  0.99987350   +0 18 16.6
 AH5096;SPC NC       -   575,211.00  2,157,404.56   sFT  0.99987350   +0 18 16.6
 AH5096;UTM  17      - 3,912,499.432   729,758.033   MT  1.00025060   +1 27 44.5
 AH5096
 AH5096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5096!SPC NC       -   0.99999543  x   0.99987350  =   0.99986893
 AH5096!UTM  17      -   0.99999543  x   1.00025060  =   1.00024603
 AH5096
 AH5096                          SUPERSEDED SURVEY CONTROL
 AH5096
 AH5096  NAD 83(1986)-  35 19 45.65993(N)    078 28 20.11391(W) AD(       ) 2
 AH5096
 AH5096.Superseded values are not recommended for survey control.
 AH5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5096.See file dsdata.txt to determine how the superseded data were derived.
 AH5096
 AH5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2975812499(NAD 83)
 AH5096_MARKER: DB = BENCH MARK DISK
 AH5096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5096_STAMPING: 26 MEA 1980 208
 AH5096_MARK LOGO: USGS  
 AH5096_PROJECTION: FLUSH
 AH5096_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5096+STABILITY: SURFACE MOTION
 AH5096
 AH5096  HISTORY     - Date     Condition        Report By
 AH5096  HISTORY     - 1980     MONUMENTED       USGS
 AH5096  HISTORY     - 19860101 GOOD             NCGS
 AH5096
 AH5096                          STATION DESCRIPTION
 AH5096
 AH5096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5096'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF BENSON. ALONG NC
 AH5096'50 FOR 1.15 MI (1.85 KM) NORTHWEST FROM THE NC 96 CROSSROADS, AT SR
 AH5096'1115, IN THE SOUTHEAST QUADRANT. MARK IS RECESSED 4 INCHES BELOW
 AH5096'GROUND AND IS 1-FOOT HIGHER THAN THE HIGHWAY.  LOCATED 50.0 FT (15.2
 AH5096'M) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 95.0 FT (29.0 M)
 AH5096'EAST OF THE CENTERLINE OF THE ROAD, 146.0 FT (44.5 M) SOUTH-SOUTHEAST
 AH5096'OF THE NORTHEAST END OF A TRAFFIC ISLAND AND 5.4 FT (1.6 M) SOUTHEAST
 AH5096'OF A POWER POLE (3453) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0591 ***********************************************************************
 EA0591  DESIGNATION -  26 USE
 EA0591  PID         -  EA0591
 EA0591  STATE/COUNTY-  NC/BRUNSWICK
 EA0591  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0591
 EA0591                         *CURRENT SURVEY CONTROL
 EA0591  ___________________________________________________________________
 EA0591* NAD 83(1986)-  34 05 29.     (N)    077 57 50.     (W)     SCALED    
 EA0591* NAVD 88     -         7.518  (meters)      24.67   (feet)  POSTED    
 EA0591  ___________________________________________________________________
 EA0591  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 EA0591  DYNAMIC HT  -           7.510 (meters)      24.64  (feet)  COMP
 EA0591  MODELED GRAV-     979,641.4   (mgal)                       NAVD 88
 EA0591
 EA0591  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EA0591
 EA0591.The horizontal coordinates were scaled from a topographic map and have
 EA0591.an estimated accuracy of +/- 6 seconds.
 EA0591
 EA0591.The orthometric height was determined by differential leveling
 EA0591.and adjusted by the  in 1992.
 EA0591.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EA0591.rate greater than 8.0 mm/km.
 EA0591
 EA0591.The geoid height was determined by GEOID03.
 EA0591
 EA0591.The dynamic height is computed by dividing the NAVD 88
 EA0591.geopotential number by the normal gravity value computed on the
 EA0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0591.degrees latitude (g = 980.6199 gals.).
 EA0591
 EA0591.The modeled gravity was interpolated from observed gravity values.
 EA0591
 EA0591;                    North         East    Units  Estimated Accuracy
 EA0591;SPC NC       -    38,370.      705,230.      MT  (+/- 180 meters Scaled)
 EA0591
 EA0591                          SUPERSEDED SURVEY CONTROL
 EA0591
 EA0591  NGVD 29 (??/??/92)    7.90   (m)           25.9    (f) COMPUTED    2 0
 EA0591
 EA0591.Superseded values are not recommended for survey control.
 EA0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0591.See file dsdata.txt to determine how the superseded data were derived.
 EA0591
 EA0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC265762(NAD 83)
 EA0591_MARKER: DD = SURVEY DISK
 EA0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0591+STABILITY: SURFACE MOTION
 EA0591
 EA0591  HISTORY     - Date     Condition        Report By
 EA0591  HISTORY     - UNK      MONUMENTED       DOD
 EA0591  HISTORY     - 1942     GOOD             NGS
 EA0591  HISTORY     - 1975     MARK NOT FOUND   NGS
 EA0591  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 EA0591  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0591
 EA0591                          STATION DESCRIPTION
 EA0591
 EA0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EA0591'3.6 MI SE FROM LELAND.
 EA0591'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC
 EA0591'COAST LINE RAILROAD STATION AT LELAND, BRUNSWICK COUNTY, THENCE
 EA0591'11.4 MILES SOUTH ALONG A DIRT ROAD LEADING TO ORTON PLANTATION,
 EA0591'2.4 MILES SOUTH OF PINE LEVEL SCHOOL, 34 FEET SOUTH OF POLE 393,
 EA0591'35 FEET WEST OF A TRIANGULAR-BLAZED 12-INCH PINE TREE, 29 FEET
 EA0591'NORTHWEST OF ANOTHER TRIANGULAR-BLAZED 12-INCH PINE TREE, AND
 EA0591'13 FEET EAST OF THE CENTER LINE OF THE ROAD.  A CORPS OF
 EA0591'ENGINEERS, U.S. ARMY, STANDARD DISK SET IN THE TOP OF A CONCRETE
 EA0591'POST.
 EA0591
 EA0591                          STATION RECOVERY (1975)
 EA0591
 EA0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EA0591'MARK NOT FOUND.
 EA0591
 EA0591                          STATION RECOVERY (2004)
 EA0591
 EA0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0591'MARK NOT FOUND.
 EA0591
 EA0591                          STATION RECOVERY (2005)
 EA0591
 EA0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2702 ***********************************************************************
 FB2702  DESIGNATION -  26 WC 3
 FB2702  PID         -  FB2702
 FB2702  STATE/COUNTY-  NC/MCDOWELL
 FB2702  USGS QUAD   -  MOFFITT HILL (1994)
 FB2702
 FB2702                         *CURRENT SURVEY CONTROL
 FB2702  ___________________________________________________________________
 FB2702* NAD 83(2001)-  35 37 25.37650(N)    082 11 38.34034(W)     ADJUSTED  
 FB2702* NAVD 88     -       469.01   (+/-2cm)    1538.7    (feet)  VERTCON   
 FB2702  ___________________________________________________________________
 FB2702  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 FB2702  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB2702  HORZ ORDER  -  SECOND
 FB2702  VERT ORDER  -  THIRD ? (See Below)
 FB2702
 FB2702.The horizontal coordinates were established by classical geodetic methods
 FB2702.and adjusted by the National Geodetic Survey in August 2005.
 FB2702
 FB2702.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2702.The vertical order pertains to the NGVD 29 superseded value.
 FB2702
 FB2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2702
 FB2702.The geoid height was determined by GEOID03.
 FB2702
 FB2702;                    North         East     Units Scale Factor Converg.
 FB2702;SPC NC       -   212,507.009   320,338.764   MT  0.99989360   -1 50 36.5
 FB2702;SPC NC       -   697,200.08  1,050,978.09   sFT  0.99989360   -1 50 36.5
 FB2702;UTM  17      - 3,942,870.575   391,877.694   MT  0.99974406   -0 41 43.9
 FB2702
 FB2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2702!SPC NC       -   0.99993123  x   0.99989360  =   0.99982484
 FB2702!UTM  17      -   0.99993123  x   0.99974406  =   0.99967531
 FB2702
 FB2702                          SUPERSEDED SURVEY CONTROL
 FB2702
 FB2702  NAD 83(1995)-  35 37 25.37741(N)    082 11 38.34075(W) AD(       ) 2
 FB2702  NAD 83(1986)-  35 37 25.38254(N)    082 11 38.34591(W) AD(       ) 2
 FB2702  NAD 27      -  35 37 24.95526(N)    082 11 38.92082(W) AD(       ) 2
 FB2702  NGVD 29 (07/19/86)  469.10   (m)         1539.0    (f) LEVELING    3  
 FB2702
 FB2702.Superseded values are not recommended for survey control.
 FB2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2702.See file dsdata.txt to determine how the superseded data were derived.
 FB2702
 FB2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9187842871(NAD 83)
 FB2702_MARKER: DD = SURVEY DISK
 FB2702_SETTING: 0 = UNSPECIFIED SETTING
 FB2702_STAMPING: 26 WC 3 1969
 FB2702_MARK LOGO: NCHC  
 FB2702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2702
 FB2702  HISTORY     - Date     Condition        Report By
 FB2702  HISTORY     - 1974     MONUMENTED       NCHPWC
 FB2702
 FB2702                          STATION DESCRIPTION
 FB2702
 FB2702'DESCRIBED BY NC HWY AND P W COMM 1974 (JCS)
 FB2702'26 WC 3 IS A TRAVERSE STATION ESTABLISHED BY THE N. C. STATE
 FB2702'HIGHWAY COMMISSION IN THE VICINITY OF OLD FORT, NORTH CAROLINA IN
 FB2702'1969, AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FB2702'
 FB2702'26 WC 3 IS LOCATED APPROXIMATELY 0.8 MILE SSW OF OLD FORT.  STATION
 FB2702'IS LOCATED AT THE JUNCTION OF I-40 AND U.S. 70, AT THE END OF THE
 FB2702'U.S. 70 EAST EXIT BRIDGE (OVERPASS OF I-40) TO OLD FORT.
 FB2702'
 FB2702'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 FB2702'STAMPED 26 WC 3 1969, SET IN THE TOP OF A PRECAST MONUMENT,
 FB2702'PROJECTING 1 INCH ABOVE THE GROUND.
 FB2702'
 FB2702'MARK IS 15.0 FT SSE OF C/L U.S. 70 EAST BOUND LANE
 FB2702'
 FB2702'4.0 FT SW OF SW END OF THE SE BRIDGE RAIL
 FB2702'
 FB2702'3.2 FT WSW OF SOUTH CORNER OF WHEEL GUARD (CURBING)
 FB2702'
 FB2702'3.0 FT SSE OF GUARD RAIL
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4471 ***********************************************************************
 FA4471  DESIGNATION -  260 AZ MK
 FA4471  PID         -  FA4471
 FA4471  STATE/COUNTY-  NC/MECKLENBURG
 FA4471  USGS QUAD   -  MINT HILL (1993)
 FA4471
 FA4471                         *CURRENT SURVEY CONTROL
 FA4471  ___________________________________________________________________
 FA4471* NAD 83(2001)-  35 13 54.65198(N)    080 40 00.30787(W)     NO CHECK  
 FA4471* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 FA4471  ___________________________________________________________________
 FA4471  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 FA4471  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4471  HORZ ORDER  -  THIRD
 FA4471
 FA4471.The horizontal coordinates were established by classical geodetic methods
 FA4471.and adjusted by the National Geodetic Survey in August 2005.
 FA4471.No horizontal observational check was made to the station.
 FA4471
 FA4471.The orthometric height was scaled from a topographic map.
 FA4471
 FA4471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4471
 FA4471.The geoid height was determined by GEOID03.
 FA4471
 FA4471;                    North         East     Units Scale Factor Converg.
 FA4471;SPC NC       -   165,654.805   457,903.334   MT  0.99987265   -0 57 43.2
 FA4471;SPC NC       -   543,485.81  1,502,304.52   sFT  0.99987265   -0 57 43.2
 FA4471;UTM  17      - 3,898,805.466   530,323.449   MT  0.99961133   +0 11 32.1
 FA4471
 FA4471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4471!SPC NC       -   0.99996931  x   0.99987265  =   0.99984197
 FA4471!UTM  17      -   0.99996931  x   0.99961133  =   0.99958065
 FA4471
 FA4471                          SUPERSEDED SURVEY CONTROL
 FA4471
 FA4471  NAD 83(1986)-  35 13 54.66670(N)    080 40 00.31668(W) AD(       ) 3
 FA4471
 FA4471.Superseded values are not recommended for survey control.
 FA4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4471.See file dsdata.txt to determine how the superseded data were derived.
 FA4471
 FA4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3032398805(NAD 83)
 FA4471_MARKER: A = ALUMINUM MARKER
 FA4471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4471_SP_SET: CONCRETE POST
 FA4471_STAMPING: 260
 FA4471_MARK LOGO: NC0870
 FA4471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4471+STABILITY: SURFACE MOTION
 FA4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4471+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA4471
 FA4471  HISTORY     - Date     Condition        Report By
 FA4471  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4471  HISTORY     - 19940421 GOOD             USPSQD
 FA4471  HISTORY     - 19970929 GOOD             USPSQD
 FA4471  HISTORY     - 20000926 GOOD             NCGS
 FA4471  HISTORY     - 20060906 GOOD             USPSQD
 FA4471
 FA4471                          STATION DESCRIPTION
 FA4471
 FA4471'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4471'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.10 KM (10.00 MI) EAST OF
 FA4471'CHARLOTTE.
 FA4471'MARK REACHED BY FIRST GOING TO GPS STATION M 060. (196.85 FT) TO REACH
 FA4471'THE STATION FROM THE INTERSECTION OF U.S. 74 AND S.R.24/S.R.27,
 FA4471'PROCEED EAST ON S.R.24/S.R.27 FOR 8.05 KM (5.00 MI) TO INTERSECTION
 FA4471'OF S.R.2805 (HARRISBURG ROAD). GO NORTHEAST ON S.R.2805 FOR 2.81 KM
 FA4471'(1.75 MI) TO DENBUR DRIVE. PROCEED SOUTHEAST ON DENBUR DRIVE FOR 0.08
 FA4471'KM (0.05 MI)  TO INTERSECTION OF GLENMACK ROAD. GO EAST ON GLENMACK
 FA4471'ROAD FOR 0.08 KM (0.05 MI) TO STATION LOCATED IN THE SOUTH
 FA4471'RIGHT-OF-WAY OF THE ROAD, SOUTH OF RESIDENCE NO. 10226 GLENMACK ROAD.
 FA4471'TO REACH THE AZIMUTH MARK FROM GPS STATION M 060, PROCEED EAST ON
 FA4471'GLENMACK ROAD FOR 0.55 KM (0.34 MI) TO THE MARK IN THE IN THE SOUTH
 FA4471'RIGHT-OF-WAY OF ROAD. THE AZIMUTH MARK IS COMPASS BEARING S88E AND
 FA4471'DISTANCE 525.026 M (1722.523 FT) FROM THE GPS STATION. THE AZIMUTH
 FA4471'MARK IS STAMPED 260.
 FA4471
 FA4471                          STATION RECOVERY (1994)
 FA4471
 FA4471'RECOVERY NOTE BY US POWER SQUADRON 1994 (LFH)
 FA4471'RECOVERED IN GOOD CONDITION.
 FA4471
 FA4471                          STATION RECOVERY (1997)
 FA4471
 FA4471'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4471'RECOVERED IN GOOD CONDITION.
 FA4471
 FA4471                          STATION RECOVERY (2000)
 FA4471
 FA4471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4471'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT
 FA4471'LEVEL WITH GLENMAC DRIVE AND IS FLUSH WITH THE GROUND. LOCATED 12.0 FT
 FA4471'(3.7 M) SOUTH OF THE CENTERLINE OF GLENMAC DRIVE (SR 2969), 116.0 FT
 FA4471'(35.4 M) WEST OF THE CENTERLINE OF DOGWOOD DRIVE (SR 3040), 46.1 FT
 FA4471'(14.1 M) NORTH OF THE NORTH CORNER OF A BRICK HOUSE, AND 102.5 FT
 FA4471'(31.2 M) WEST-SOUTHWEST OF A POWER POLE, 124.1 FT (37.8 M) EAST OF A
 FA4471'POWER POLE--BOTH WITH REFERENCE TAGS.
 FA4471
 FA4471                          STATION RECOVERY (2006)
 FA4471
 FA4471'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4472 ***********************************************************************
 FA4472  DESIGNATION -  261 AZ MK
 FA4472  PID         -  FA4472
 FA4472  STATE/COUNTY-  NC/CABARRUS
 FA4472  USGS QUAD   -  MIDLAND (1993)
 FA4472
 FA4472                         *CURRENT SURVEY CONTROL
 FA4472  ___________________________________________________________________
 FA4472* NAD 83(2001)-  35 13 38.87659(N)    080 34 35.68211(W)     NO CHECK  
 FA4472* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 FA4472  ___________________________________________________________________
 FA4472  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FA4472  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA4472  HORZ ORDER  -  THIRD
 FA4472
 FA4472.The horizontal coordinates were established by classical geodetic methods
 FA4472.and adjusted by the National Geodetic Survey in August 2005.
 FA4472.No horizontal observational check was made to the station.
 FA4472
 FA4472.The orthometric height was scaled from a topographic map.
 FA4472
 FA4472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4472
 FA4472.The geoid height was determined by GEOID03.
 FA4472
 FA4472;                    North         East     Units Scale Factor Converg.
 FA4472;SPC NC       -   165,034.692   466,101.990   MT  0.99987268   -0 54 35.8
 FA4472;SPC NC       -   541,451.32  1,529,202.95   sFT  0.99987268   -0 54 35.8
 FA4472;UTM  17      - 3,898,350.747   538,530.815   MT  0.99961830   +0 14 39.3
 FA4472
 FA4472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4472!SPC NC       -   0.99997465  x   0.99987268  =   0.99984733
 FA4472!UTM  17      -   0.99997465  x   0.99961830  =   0.99959296
 FA4472
 FA4472                          SUPERSEDED SURVEY CONTROL
 FA4472
 FA4472  NAD 83(1986)-  35 13 38.89114(N)    080 34 35.69080(W) AD(       ) 3
 FA4472
 FA4472.Superseded values are not recommended for survey control.
 FA4472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4472.See file dsdata.txt to determine how the superseded data were derived.
 FA4472
 FA4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3853198351(NAD 83)
 FA4472_MARKER: A = ALUMINUM MARKER
 FA4472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4472_SP_SET: CONCRETE POST
 FA4472_STAMPING: 261
 FA4472_MARK LOGO: NC0870
 FA4472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4472+STABILITY: SURFACE MOTION
 FA4472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4472+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 FA4472
 FA4472  HISTORY     - Date     Condition        Report By
 FA4472  HISTORY     - 1988     MONUMENTED       NC0870
 FA4472  HISTORY     - 20000614 GOOD             NCGS
 FA4472
 FA4472                          STATION DESCRIPTION
 FA4472
 FA4472'DESCRIBED BY CITY OF CHARLOTTE NORTH CAROLINA 1988
 FA4472'MARK IS LOCATED IN CABARRUS COUNTY, 25.0 KM (15.53 MI) EAST OF
 FA4472'CHARLOTTE.
 FA4472'MARK REACHED BY FIRST GOING TO GPS STATION M 061. (200.13 FT) TO REACH
 FA4472'THE STATION FROM THE INTERSECTION OF S.R.24/S.R.27 AND S.R. 51,
 FA4472'PROCEED WEST ON S.R.24/S.R.27 FOR 0.45 KM (0.28 MI) TO INTERSECTION
 FA4472'OF S.R.3102 (CABARRUS ROAD). GO EAST ON S.R.3102 FOR 4.58 KM
 FA4472'(2.85 MI) TO INTERSECTION OF S.R.1132 (OLD CAMDEN ROAD).  GO NORTH ON
 FA4472'S.R.1132 FOR 0.95 KM (0.59 MI) TO INTERSECTION OF S.R.1133 (ALVIN
 FA4472'HOUGH ROAD).  STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 FA4472'INTERSECTION.
 FA4472'TO REACH THE AZIMUTH MARK FROM GPS STATION M 061, PROCEED NORTHWEST ON
 FA4472'S.R.1133 FOR 0.45 KM (0.28 MI) TO THE MARK IN THE NORTH RIGHT-OF-WAY
 FA4472'OF THE ROAD, 1.43 M (4.69 FT) FROM THE EDGE OF THE PAVEMENT.  THE
 FA4472'AZIMUTH MARK IS COMPASS BEARING N43W AND DISTANCE 455.811 M
 FA4472'(1495.440 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 261.
 FA4472
 FA4472                          STATION RECOVERY (2000)
 FA4472
 FA4472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4472'STATION IS LOCATED ABOUT 14.5 MI (23.3 KM) EAST OF CHARLOTTE AND 4.8
 FA4472'MI (7.7 KM) NORTHEAST OF MINT HILL. PROCEED ALONG NC 27 FOR 5.8 MI
 FA4472'(9.3 KM) WEST FROM NC 601, THENCE SOUTHEAST FOR 1.3 MI (2.1 KM) ALONG
 FA4472'SR 1133 (ALVIN HOUGH ROAD), TO THE STATION ON THE NORTH SIDE OF THE
 FA4472'ROAD. MARK IS ABOUT LEVEL WITH SR 1133 AND IS FLUSH WITH THE GROUND.
 FA4472'LOCATED 13.0 FT (4.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1133,
 FA4472'102.8 FT (31.3 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 33.8
 FA4472'FT (10.3 M) NORTHEAST OF THE WEST END OF A DRIVEWAY CULVERT, AND 36.5
 FA4472'FT (11.1 M) SOUTH-SOUTHWEST OF A 24-INCH OAK, 41.1 FT (12.5 M) NORTH
 FA4472'OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4473 ***********************************************************************
 FA4473  DESIGNATION -  262 RM
 FA4473  PID         -  FA4473
 FA4473  STATE/COUNTY-  NC/MECKLENBURG
 FA4473  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4473
 FA4473                         *CURRENT SURVEY CONTROL
 FA4473  ___________________________________________________________________
 FA4473* NAD 83(2001)-  35 11 26.88072(N)    080 58 04.95076(W)     NO CHECK  
 FA4473* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 FA4473  ___________________________________________________________________
 FA4473  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 FA4473  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FA4473  HORZ ORDER  -  THIRD
 FA4473
 FA4473.The horizontal coordinates were established by classical geodetic methods
 FA4473.and adjusted by the National Geodetic Survey in August 2005.
 FA4473.No horizontal observational check was made to the station.
 FA4473
 FA4473.The orthometric height was scaled from a topographic map.
 FA4473
 FA4473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4473
 FA4473.The geoid height was determined by GEOID03.
 FA4473
 FA4473;                    North         East     Units Scale Factor Converg.
 FA4473;SPC NC       -   161,604.297   430,394.787   MT  0.99987316   -1 08 09.2
 FA4473;SPC NC       -   530,196.76  1,412,053.56   sFT  0.99987316   -1 08 09.2
 FA4473;UTM  17      - 3,894,202.882   502,909.446   MT  0.99960010   +0 01 06.3
 FA4473
 FA4473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4473!SPC NC       -   0.99997109  x   0.99987316  =   0.99984425
 FA4473!UTM  17      -   0.99997109  x   0.99960010  =   0.99957120
 FA4473
 FA4473                          SUPERSEDED SURVEY CONTROL
 FA4473
 FA4473  NAD 83(1986)-  35 11 26.89463(N)    080 58 04.95774(W) AD(       ) 3
 FA4473
 FA4473.Superseded values are not recommended for survey control.
 FA4473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4473.See file dsdata.txt to determine how the superseded data were derived.
 FA4473
 FA4473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0290994203(NAD 83)
 FA4473_MARKER: A = ALUMINUM MARKER
 FA4473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4473_SP_SET: CONCRETE POST
 FA4473_STAMPING: 262
 FA4473_MARK LOGO: NC0870
 FA4473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4473+STABILITY: SURFACE MOTION
 FA4473
 FA4473  HISTORY     - Date     Condition        Report By
 FA4473  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4473  HISTORY     - 19980523 MARK NOT FOUND   USPSQD
 FA4473
 FA4473                          STATION DESCRIPTION
 FA4473
 FA4473'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4473'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.1 KM (7.52 MI)
 FA4473'WEST-SOUTHWEST OF CHARLOTTE.
 FA4473'MARK REACHED BY FIRST GOING TO GPS STATION M 062. (203.41 FT) TO REACH
 FA4473'THE STATION FROM THE INTERSECTION OF S.R.49 AND S.R.160, PROCEED
 FA4473'NORTH ON S.R.160 FOR 11.45 KM (7.11 MI) TO THE INTERSECTION OF DIXIE
 FA4473'ROAD. GO NORTH ON DIXIE ROAD FOR 0.45 KM (0.28 MI) TO THE
 FA4473'INTERSECTION OF GARRISON ROAD.  PROCEED WEST ON GARRISON ROAD FOR
 FA4473'1.36 KM (0.85 MI) TO THE STATION LOCATED IN THE NORTH RIGHT-OF-WAY OF
 FA4473'THE ROAD.
 FA4473'TO REACH THE REFERENCE MARK FROM GPS STATION M 062, PROCEED EAST ON
 FA4473'GARRISON ROAD FOR 0.30 KM (0.19 MI) TO THE MARK IN THE SOUTH
 FA4473'RIGHT-OF-WAY OF THE ROAD, 1.82 M (5.97 FT) SOUTH OF THE EDGE OF THE
 FA4473'PAVEMENT. THE MARK IS COMPASS BEARING N85E AND DISTANCE 312.464 M
 FA4473'(1025.142 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED
 FA4473'262.
 FA4473
 FA4473                          STATION RECOVERY (1998)
 FA4473
 FA4473'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0030 ***********************************************************************
 EX0030  DESIGNATION -  263
 EX0030  PID         -  EX0030
 EX0030  STATE/COUNTY-  NC/DARE
 EX0030  USGS QUAD   -  LONG SHOAL POINT (1951)
 EX0030
 EX0030                         *CURRENT SURVEY CONTROL
 EX0030  ___________________________________________________________________
 EX0030* NAD 83(1986)-  35 36 27.     (N)    075 49 03.     (W)     SCALED    
 EX0030* NAVD 88     -         0.854  (meters)       2.80   (feet)  ADJUSTED  
 EX0030  ___________________________________________________________________
 EX0030  GEOID HEIGHT-         -38.84  (meters)                     GEOID03
 EX0030  DYNAMIC HT  -           0.854 (meters)       2.80  (feet)  COMP
 EX0030  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 EX0030
 EX0030  VERT ORDER  -  THIRD
 EX0030
 EX0030.The horizontal coordinates were scaled from a topographic map and have
 EX0030.an estimated accuracy of +/- 6 seconds.
 EX0030
 EX0030.The orthometric height was determined by differential leveling
 EX0030.and adjusted in June 1991.
 EX0030
 EX0030.The geoid height was determined by GEOID03.
 EX0030
 EX0030.The dynamic height is computed by dividing the NAVD 88
 EX0030.geopotential number by the normal gravity value computed on the
 EX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0030.degrees latitude (g = 980.6199 gals.).
 EX0030
 EX0030.The modeled gravity was interpolated from observed gravity values.
 EX0030
 EX0030;                    North         East    Units  Estimated Accuracy
 EX0030;SPC NC       -   210,680.      897,880.      MT  (+/- 180 meters Scaled)
 EX0030
 EX0030                          SUPERSEDED SURVEY CONTROL
 EX0030
 EX0030  NGVD 29 (??/??/92)    1.159  (m)            3.80   (f) ADJ UNCH    3 0
 EX0030
 EX0030.Superseded values are not recommended for survey control.
 EX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0030.See file dsdata.txt to determine how the superseded data were derived.
 EX0030
 EX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE259407(NAD 83)
 EX0030_MARKER: DS = TRIANGULATION STATION DISK
 EX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0030_STAMPING: N.C 263
 EX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0030+STABILITY: SURFACE MOTION
 EX0030
 EX0030  HISTORY     - Date     Condition        Report By
 EX0030  HISTORY     - UNK      MONUMENTED       NCGS
 EX0030  HISTORY     - 1950     GOOD             NGS
 EX0030  HISTORY     - 1962     MARK NOT FOUND   NCGS
 EX0030
 EX0030                          STATION DESCRIPTION
 EX0030
 EX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EX0030'10.5 MI SW FROM STUMPY POINT.
 EX0030'LOCATED ALONG U.S. HIGHWAY NO. 264, 61.0 FEET SOUTHWEST FROM THE
 EX0030'CENTER OF PAINS CREEK BRIDGE, 51.0 FEET SOUTH FROM CENTER LINE
 EX0030'OF HIGHWAY, 7.0 FEET SOUTH FROM BANK OF THE CANAL WHICH PARALLELS
 EX0030'THE HIGHWAY, AND 1.5 FEET NORTHWEST OF A WITNESS POST.  THE DISK
 EX0030'WAS SET IN THE TOP OF AN 8 INCH ROUND CONCRETE MONUMENT PROJECTING
 EX0030'TWO INCHES.
 EX0030
 EX0030                          STATION RECOVERY (1962)
 EX0030
 EX0030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1962
 EX0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4474 ***********************************************************************
 FA4474  DESIGNATION -  263 AZ MK
 FA4474  PID         -  FA4474
 FA4474  STATE/COUNTY-  NC/MECKLENBURG
 FA4474  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4474
 FA4474                         *CURRENT SURVEY CONTROL
 FA4474  ___________________________________________________________________
 FA4474* NAD 83(2001)-  35 11 15.00781(N)    080 52 37.12250(W)     NO CHECK  
 FA4474* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 FA4474  ___________________________________________________________________
 FA4474  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 FA4474  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA4474  HORZ ORDER  -  THIRD
 FA4474
 FA4474.The horizontal coordinates were established by classical geodetic methods
 FA4474.and adjusted by the National Geodetic Survey in August 2005.
 FA4474.No horizontal observational check was made to the station.
 FA4474
 FA4474.The orthometric height was scaled from a topographic map.
 FA4474
 FA4474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4474
 FA4474.The geoid height was determined by GEOID03.
 FA4474
 FA4474;                    North         East     Units Scale Factor Converg.
 FA4474;SPC NC       -   161,077.924   438,678.931   MT  0.99987322   -1 05 00.0
 FA4474;SPC NC       -   528,469.82  1,439,232.46   sFT  0.99987322   -1 05 00.0
 FA4474;UTM  17      - 3,893,843.593   511,200.253   MT  0.99960155   +0 04 15.2
 FA4474
 FA4474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4474!SPC NC       -   0.99996933  x   0.99987322  =   0.99984256
 FA4474!UTM  17      -   0.99996933  x   0.99960155  =   0.99957089
 FA4474
 FA4474                          SUPERSEDED SURVEY CONTROL
 FA4474
 FA4474  NAD 83(1986)-  35 11 15.02240(N)    080 52 37.13006(W) AD(       ) 3
 FA4474
 FA4474.Superseded values are not recommended for survey control.
 FA4474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4474.See file dsdata.txt to determine how the superseded data were derived.
 FA4474
 FA4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1120093844(NAD 83)
 FA4474_MARKER: A = ALUMINUM MARKER
 FA4474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4474_SP_SET: CONCRETE POST
 FA4474_STAMPING: 263
 FA4474_MARK LOGO: NC0870
 FA4474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4474+STABILITY: SURFACE MOTION
 FA4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4474+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA4474
 FA4474  HISTORY     - Date     Condition        Report By
 FA4474  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4474  HISTORY     - 19960221 GOOD             USPSQD
 FA4474  HISTORY     - 20041120 GOOD             USPSQD
 FA4474  HISTORY     - 20060828 GOOD             USPSQD
 FA4474
 FA4474                          STATION DESCRIPTION
 FA4474
 FA4474'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4474'MARK IS LOCATED IN MECKLENBURG COUNTY, 4.85 KM (3.01 MI) SOUTHWEST
 FA4474'FROM DOWNTOWN CHARLOTTE.
 FA4474'MARK REACHED BY FIRST GOING TO GPS STATION M 063. (206.69 FT) TO REACH
 FA4474'THE STATION FROM THE INTERSECTION OF U.S.74/S.R.27 AND U.S.521 (SOUTH
 FA4474'BLVD), PROCEED SOUTH ON U.S.521 FOR 4.83 KM (3.00 MI) TO INTERSECTION
 FA4474'OF WHITTON ROAD.  STATION IS DUE WEST ACROSS RAILROAD TRACKS IN FRONT
 FA4474'OF THE CINEMA 1-6 THEATER PARKING LOT.
 FA4474'TO REACH THE AZIMUTH MARK FROM GPS STATION M 063, PROCEED SOUTH ON OLD
 FA4474'PINEVILLE ROAD FOR 0.45 KM (0.28 MI) TO THE MARK IN THE EAST
 FA4474'RIGHT-OF-WAY OF THE ROAD NEXT TO THE RAILROAD TRACKS, 4.47 M
 FA4474'(14.67 FT) EAST OF THE EDGE OF THE PAVEMENT. THE AZIMUTH MARK IS
 FA4474'COMPASS BEARING S26W AND DISTANCE 456.984 M (1499.288 FT) FROM THE
 FA4474'GPS STATION. THE AZIMUTH MARK IS STAMPED 263.
 FA4474
 FA4474                          STATION RECOVERY (1996)
 FA4474
 FA4474'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4474'RECOVERED IN GOOD CONDITION.
 FA4474
 FA4474                          STATION RECOVERY (2004)
 FA4474
 FA4474'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRI)
 FA4474'RECOVERED AS DESCRIBED. LOCATED 25 FEET NORTH OF FIBER OPTIC PIPE AND
 FA4474'25 FEET FROM CENTERLINE OF OLD PINEVILLE ROAD.
 FA4474
 FA4474                          STATION RECOVERY (2006)
 FA4474
 FA4474'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0489 ***********************************************************************
 FB0489  DESIGNATION -  2638 A
 FB0489  PID         -  FB0489
 FB0489  STATE/COUNTY-  NC/HAYWOOD
 FB0489  USGS QUAD   -  WAYNESVILLE (1979)
 FB0489
 FB0489                         *CURRENT SURVEY CONTROL
 FB0489  ___________________________________________________________________
 FB0489* NAD 83(1986)-  35 29 36.     (N)    082 59 25.     (W)     SCALED    
 FB0489* NAVD 88     -       803.867  (meters)    2637.35   (feet)  ADJUSTED  
 FB0489  ___________________________________________________________________
 FB0489  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FB0489  DYNAMIC HT  -         803.022 (meters)    2634.58  (feet)  COMP
 FB0489  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 FB0489
 FB0489  VERT ORDER  -  SECOND    CLASS 0
 FB0489
 FB0489.The horizontal coordinates were scaled from a topographic map and have
 FB0489.an estimated accuracy of +/- 6 seconds.
 FB0489
 FB0489.The orthometric height was determined by differential leveling
 FB0489.and adjusted in June 1991.
 FB0489
 FB0489.The geoid height was determined by GEOID03.
 FB0489
 FB0489.The dynamic height is computed by dividing the NAVD 88
 FB0489.geopotential number by the normal gravity value computed on the
 FB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0489.degrees latitude (g = 980.6199 gals.).
 FB0489
 FB0489.The modeled gravity was interpolated from observed gravity values.
 FB0489
 FB0489;                    North         East    Units  Estimated Accuracy
 FB0489;SPC NC       -   200,660.      247,680.      MT  (+/- 180 meters Scaled)
 FB0489
 FB0489                          SUPERSEDED SURVEY CONTROL
 FB0489
 FB0489  NGVD 29 (??/??/92)  803.905  (m)         2637.48   (f) ADJ UNCH    2 0
 FB0489
 FB0489.Superseded values are not recommended for survey control.
 FB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0489.See file dsdata.txt to determine how the superseded data were derived.
 FB0489
 FB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV194295(NAD 83)
 FB0489_MARKER: P = PIPE CAP
 FB0489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0489_STAMPING: 2638 A
 FB0489_MARK LOGO: USGS  
 FB0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0489
 FB0489  HISTORY     - Date     Condition        Report By
 FB0489  HISTORY     - UNK      MONUMENTED       USGS
 FB0489  HISTORY     - 1936     GOOD             NGS
 FB0489  HISTORY     - 1979     POOR             NCGS
 FB0489
 FB0489                          STATION DESCRIPTION
 FB0489
 FB0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0489'AT WAYNESVILLE.
 FB0489'AT WAYNESVILLE, HAYWOOD COUNTY, 135 FEET NORTH OF THE SOUTHERN
 FB0489'RAILWAY STATION, AND 40 FEET EAST OF THE MAIN TRACK.  A UNITED
 FB0489'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2638 A AND RIVETED
 FB0489'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 FB0489
 FB0489                          STATION RECOVERY (1979)
 FB0489
 FB0489'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FB0489'THE SLEEVE--A 6 INCH CAST IRON PIPE--WHICH SURROUNDS THE TOP OF
 FB0489'THE MARK WHICH IS RECESSED, HAS BEEN DISTURBED AND IS
 FB0489'LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4475 ***********************************************************************
 FA4475  DESIGNATION -  264 AZ MK
 FA4475  PID         -  FA4475
 FA4475  STATE/COUNTY-  NC/MECKLENBURG
 FA4475  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4475
 FA4475                         *CURRENT SURVEY CONTROL
 FA4475  ___________________________________________________________________
 FA4475* NAD 83(2001)-  35 11 12.66459(N)    080 50 45.51555(W)     NO CHECK  
 FA4475* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 FA4475  ___________________________________________________________________
 FA4475  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FA4475  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA4475  HORZ ORDER  -  THIRD
 FA4475
 FA4475.The horizontal coordinates were established by classical geodetic methods
 FA4475.and adjusted by the National Geodetic Survey in August 2005.
 FA4475.No horizontal observational check was made to the station.
 FA4475
 FA4475.The orthometric height was scaled from a topographic map.
 FA4475
 FA4475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4475
 FA4475.The geoid height was determined by GEOID03.
 FA4475
 FA4475;                    North         East     Units Scale Factor Converg.
 FA4475;SPC NC       -   160,952.795   441,500.373   MT  0.99987323   -1 03 55.6
 FA4475;SPC NC       -   528,059.29  1,448,489.14   sFT  0.99987323   -1 03 55.6
 FA4475;UTM  17      - 3,893,775.342   514,022.876   MT  0.99960242   +0 05 19.5
 FA4475
 FA4475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4475!SPC NC       -   0.99997513  x   0.99987323  =   0.99984837
 FA4475!UTM  17      -   0.99997513  x   0.99960242  =   0.99957756
 FA4475
 FA4475                          SUPERSEDED SURVEY CONTROL
 FA4475
 FA4475  NAD 83(1986)-  35 11 12.67912(N)    080 50 45.52306(W) AD(       ) 3
 FA4475
 FA4475.Superseded values are not recommended for survey control.
 FA4475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4475.See file dsdata.txt to determine how the superseded data were derived.
 FA4475
 FA4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1402393775(NAD 83)
 FA4475_MARKER: A = ALUMINUM MARKER
 FA4475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4475_SP_SET: CONCRETE POST
 FA4475_STAMPING: 264
 FA4475_MARK LOGO: NC0870
 FA4475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4475+STABILITY: SURFACE MOTION
 FA4475
 FA4475  HISTORY     - Date     Condition        Report By
 FA4475  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4475  HISTORY     - 19960327 MARK NOT FOUND   USPSQD
 FA4475
 FA4475                          STATION DESCRIPTION
 FA4475
 FA4475'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4475'MARK IS LOCATED IN MECKLENBURG COUNTY, 3.70 KM (2.30 MI) SOUTH OF
 FA4475'DOWNTOWN CHARLOTTE.
 FA4475'MARK REACHED BY FIRST GOING TO GPS STATION M 064. (209.97 FT) TO REACH
 FA4475'STATION FROM THE INTERSECTION OF U.S.74/S.R.27 AND S.R. 16, PROCEED
 FA4475'SOUTH ON S.R.16 FOR 2.25 KM (1.40 MI) TO THE INTERSECTION OF HOPEDALE
 FA4475'AVE. GO WEST ON HOPEDALE AVE. FOR 0.48 KM (0.30 MI) TO THE
 FA4475'INTERSECTION OF QUEENS ROAD. PROCEED SOUTHWEST ON QUEENS ROAD FOR
 FA4475'0.48 KM (0.30 MI) TO THE INTERSECTION OF EAST BLVD. GO NORTHWEST ON
 FA4475'EAST BLVD FOR 0.25 KM (0.16 MI) TO THE ENTRANCE TO FREEDOM PARK.
 FA4475'PROCEED SOUTH INTO FREEDOM PARK FOR 0.35 KM (0.22 MI) TO STATION
 FA4475'LOCATED IN THE BALL FIELD AREA.
 FA4475'AZIMUTH MARK FOR GPS STATION M 064 (209.97 FT) IS LOCATED ON THE SOUTH
 FA4475'SIDE OF THE PARK. TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO
 FA4475'FREEDOM PARK ON EAST BLVD., PROCEED SOUTH ON EAST BLVD FOR 0.25 KM
 FA4475'(0.16 MI) TO THE INTERSECTION OF QUEENS ROAD WEST. GO SOUTH ON QUEENS
 FA4475'ROAD WEST FOR 1.15 KM (0.71 MI) TO INTERSECTION OF PRINCETON AVE.
 FA4475'PROCEED WEST ON PRINCETON AVE FOR 0.65 KM (0.40 MI) TO THE AZIMUTH
 FA4475'MARK LOCATED IN THE NORTH RIGHT-OF-WAY OF THE ROAD, 3.33 M
 FA4475'(10.93 FT) NORTH OF THE BACK OF THE CURB.
 FA4475'THE AZIMUTH MARK IS COMPASS BEARING S27W AND DISTANCE 873.092 M
 FA4475'(2864.469 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 264.
 FA4475
 FA4475                          STATION RECOVERY (1996)
 FA4475
 FA4475'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9381 ***********************************************************************
 DE9381  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9381  DESIGNATION -  265W 200
 DE9381  PID         -  DE9381
 DE9381  STATE/COUNTY-  NC/GUILFORD
 DE9381  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9381
 DE9381                         *CURRENT SURVEY CONTROL
 DE9381  ___________________________________________________________________
 DE9381* NAD 83(2007)-  35 59 48.53380(N)    079 47 33.99153(W)     ADJUSTED  
 DE9381* NAVD 88     -       261.47   (meters)     857.8    (feet)  GPS OBS   
 DE9381  ___________________________________________________________________
 DE9381  EPOCH DATE  -        2002.00
 DE9381  X           -     915,530.555 (meters)                     COMP
 DE9381  Y           -  -5,084,626.181 (meters)                     COMP
 DE9381  Z           -   3,728,041.449 (meters)                     COMP
 DE9381  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 DE9381  ELLIP HEIGHT-         230.874 (meters)          (02/10/07) ADJUSTED
 DE9381  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DE9381
 DE9381  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9381  Type    PID    Designation                      North   East  Ellip
 DE9381  -------------------------------------------------------------------
 DE9381  NETWORK DE9381 265W 200                          1.71   1.49   2.76
 DE9381  -------------------------------------------------------------------
 DE9381
 DE9381.The horizontal coordinates were established by GPS observations
 DE9381.and adjusted by the National Geodetic Survey in February 2007.
 DE9381
 DE9381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9381.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9381.The horizontal coordinates are valid at the epoch date displayed above.
 DE9381.The epoch date for horizontal control is a decimal equivalence
 DE9381.of Year/Month/Day.
 DE9381
 DE9381.The orthometric height was determined by GPS observations and a
 DE9381.high-resolution geoid model.
 DE9381.The orthometric height was determined by GPS observations and a
 DE9381.high-resolution geoid model using precise GPS observation and
 DE9381.processing techniques.
 DE9381
 DE9381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9381
 DE9381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9381
 DE9381.The ellipsoidal height was determined by GPS observations
 DE9381.and is referenced to NAD 83.
 DE9381
 DE9381.The geoid height was determined by GEOID03.
 DE9381
 DE9381;                    North         East     Units Scale Factor Converg.
 DE9381;SPC NC       -   249,532.735   538,122.622   MT  0.99995702   -0 27 27.2
 DE9381;SPC NC       -   818,675.31  1,765,490.64   sFT  0.99995702   -0 27 27.2
 DE9381;UTM  17      - 3,984,268.985   608,811.167   MT  0.99974589   +0 42 34.6
 DE9381
 DE9381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9381!SPC NC       -   0.99996377  x   0.99995702  =   0.99992079
 DE9381!UTM  17      -   0.99996377  x   0.99974589  =   0.99970966
 DE9381
 DE9381                          SUPERSEDED SURVEY CONTROL
 DE9381
 DE9381  NAD 83(2001)-  35 59 48.53406(N)    079 47 33.99134(W) AD(       ) 1
 DE9381  ELLIP H (03/13/03)  230.875  (m)                       GP(       ) 4 2
 DE9381  NAD 83(1986)-  35 59 48.53937(N)    079 47 33.99785(W) AD(       ) 1
 DE9381
 DE9381.Superseded values are not recommended for survey control.
 DE9381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9381.See file dsdata.txt to determine how the superseded data were derived.
 DE9381
 DE9381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0881184269(NAD 83)
 DE9381_MARKER: DD = SURVEY DISK
 DE9381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9381_STAMPING: 265W200 1999
 DE9381_MARK LOGO: NC1940
 DE9381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9381+STABILITY: SURFACE MOTION
 DE9381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9381+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9381
 DE9381  HISTORY     - Date     Condition        Report By
 DE9381  HISTORY     - 1999     MONUMENTED       NC1940
 DE9381
 DE9381                          STATION DESCRIPTION
 DE9381
 DE9381'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9381'STATION IS ABOUT 5.2 MI (8.4 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9381'GOVERNMENT PLAZA, AND 1.5 MI (2.4 KM) SOUTHWEST OF VANDALIA.
 DE9381'LOCATED ALONG ELM-EUGENE STREET, 2.7 MI (4.3 KM) SOUTH OF I-40 AND
 DE9381'I-85, IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH WOLF TRAIL ROAD.
 DE9381'MARK IS ABOUT 1-FOOT LOWER THAN THE EDGE OF PAVEMENT AND RECESSED
 DE9381'3-INCHES BELOW GROUND. LOCATED 16.0 FT (4.9 M) WEST OF CENTERLINE OF
 DE9381'ELM-EUGENE STREET, 45.2 FT (13.8 M) SOUTH OF THE CENTERLINE OF WOLF
 DE9381'TRAIL ROAD, 12.5 FT (3.8 M) SOUTHEAST OF A FIBER OPTIC CABLE MARKER,
 DE9381'AND 63.5 FT (19.4 M) NORTH OF A--SPEED LIMIT 45 MPH--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4476 ***********************************************************************
 FA4476  DESIGNATION -  266 AZ MK
 FA4476  PID         -  FA4476
 FA4476  STATE/COUNTY-  NC/MECKLENBURG
 FA4476  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4476
 FA4476                         *CURRENT SURVEY CONTROL
 FA4476  ___________________________________________________________________
 FA4476* NAD 83(2001)-  35 10 51.13157(N)    080 46 37.22635(W)     NO CHECK  
 FA4476* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FA4476  ___________________________________________________________________
 FA4476  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 FA4476  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA4476  HORZ ORDER  -  THIRD
 FA4476
 FA4476.The horizontal coordinates were established by classical geodetic methods
 FA4476.and adjusted by the National Geodetic Survey in August 2005.
 FA4476.No horizontal observational check was made to the station.
 FA4476
 FA4476.The orthometric height was scaled from a topographic map.
 FA4476
 FA4476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4476
 FA4476.The geoid height was determined by GEOID03.
 FA4476
 FA4476;                    North         East     Units Scale Factor Converg.
 FA4476;SPC NC       -   160,174.777   447,768.382   MT  0.99987335   -1 01 32.3
 FA4476;SPC NC       -   525,506.75  1,469,053.43   sFT  0.99987335   -1 01 32.3
 FA4476;UTM  17      - 3,893,123.911   520,303.591   MT  0.99960508   +0 07 42.5
 FA4476
 FA4476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4476!SPC NC       -   0.99996884  x   0.99987335  =   0.99984220
 FA4476!UTM  17      -   0.99996884  x   0.99960508  =   0.99957394
 FA4476
 FA4476                          SUPERSEDED SURVEY CONTROL
 FA4476
 FA4476  NAD 83(1986)-  35 10 51.14630(N)    080 46 37.23439(W) AD(       ) 3
 FA4476
 FA4476.Superseded values are not recommended for survey control.
 FA4476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4476.See file dsdata.txt to determine how the superseded data were derived.
 FA4476
 FA4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2030493124(NAD 83)
 FA4476_MARKER: A = ALUMINUM MARKER
 FA4476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4476_SP_SET: CONCRETE POST
 FA4476_STAMPING: 266
 FA4476_MARK LOGO: NC0870
 FA4476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4476+STABILITY: SURFACE MOTION
 FA4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4476+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 FA4476
 FA4476  HISTORY     - Date     Condition        Report By
 FA4476  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4476  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 FA4476  HISTORY     - 19980209 GOOD             USPSQD
 FA4476  HISTORY     - 20041106 GOOD             INDIV
 FA4476  HISTORY     - 20060829 GOOD             USPSQD
 FA4476
 FA4476                          STATION DESCRIPTION
 FA4476
 FA4476'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4476'ARK IS LOCATED IN MECKLENBURG COUNTY, 8.04 KM (5.00 MI) SOUTHEAST OF
 FA4476'OWNTOWN CHARLOTTE.
 FA4476'ARK REACHED BY FIRST GOING TO GPS STATION M 066. (216.53 FT) O REACH
 FA4476'THE STATION ROM THE INTERSECTION OF U.S.74 AND S.R.24/S.R.27, PROCEED
 FA4476'EAST ON .S. 74 FOR 0.48 KM (0.30 MI) TO THE INTERSECTION OF SHARON
 FA4476'AMITY OAD.  GO SOUTH ON SHARON AMITY ROAD FOR 1.45 KM (0.90 MI) TO
 FA4476'THE TATION IN THE EAST RIGHT-OF-WAY OF THE ROAD ON THE CORNER OF THE
 FA4476'NTRANCE TO SHARON MEMORIAL PARK CEMETERY. STATION IS 7.61 M
 FA4476'(24.97 FT) EAST OF THE CENTERLINE OF SHARON AMITY ROAD, 8.22 M
 FA4476'(26.97 FT)  NORTH OF THE CENTERLINE OF THE CEMETERY ENTRANCE ROAD,
 FA4476'7.01 M (23.00 FT) N70W OF A POST IN THE NORTHEAST CORNER OF THE
 FA4476'INTERSECTION, AND 1.8 M (5.91 FT) EAST OF THE BACK OF THE CURB ON
 FA4476'SHARON AMITY ROAD.
 FA4476'O REACH THE AZIMUTH MARK FROM GPS STATION M 066, PROCEED SOUTH ON
 FA4476'HARON AMITY ROAD FOR 0.45 KM (0.28 MI) TO THE MARK IN THE WEST
 FA4476'IGHT-OF-WAY OF THE ROAD, 0.30 M (0.98 FT) WEST OF THE BACK OF THE URB
 FA4476'.  THE AZIMUTH MARK IS COMPASS BEARING S21W AND DISTANCE 470.020 M
 FA4476'(1542.057 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 266.
 FA4476
 FA4476                          STATION RECOVERY (1997)
 FA4476
 FA4476'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4476'MARK NOT FOUND.
 FA4476
 FA4476                          STATION RECOVERY (1998)
 FA4476
 FA4476'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4476'RECOVERED IN GOOD CONDITION.
 FA4476
 FA4476                          STATION RECOVERY (2004)
 FA4476
 FA4476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ)
 FA4476'STATION IS 42.8 FEET NNE OF THE NE EDGE OF THE DRIVEWAY TO 1425 SHARON
 FA4476'AMITY RD.
 FA4476
 FA4476                          STATION RECOVERY (2006)
 FA4476
 FA4476'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9386 ***********************************************************************
 DE9386  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9386  DESIGNATION -  267E 200
 DE9386  PID         -  DE9386
 DE9386  STATE/COUNTY-  NC/GUILFORD
 DE9386  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9386
 DE9386                         *CURRENT SURVEY CONTROL
 DE9386  ___________________________________________________________________
 DE9386* NAD 83(2007)-  35 59 55.68830(N)    079 49 15.63791(W)     ADJUSTED  
 DE9386* NAVD 88     -       261.40   (meters)     857.6    (feet)  GPS OBS   
 DE9386  ___________________________________________________________________
 DE9386  EPOCH DATE  -        2002.00
 DE9386  X           -     913,001.835 (meters)                     COMP
 DE9386  Y           -  -5,084,949.036 (meters)                     COMP
 DE9386  Z           -   3,728,219.770 (meters)                     COMP
 DE9386  LAPLACE CORR-           5.07  (seconds)                    DEFLEC99
 DE9386  ELLIP HEIGHT-         230.719 (meters)          (02/10/07) ADJUSTED
 DE9386  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DE9386
 DE9386  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9386  Type    PID    Designation                      North   East  Ellip
 DE9386  -------------------------------------------------------------------
 DE9386  NETWORK DE9386 267E 200                          1.61   1.45   2.33
 DE9386  -------------------------------------------------------------------
 DE9386
 DE9386.The horizontal coordinates were established by GPS observations
 DE9386.and adjusted by the National Geodetic Survey in February 2007.
 DE9386
 DE9386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9386.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9386.The horizontal coordinates are valid at the epoch date displayed above.
 DE9386.The epoch date for horizontal control is a decimal equivalence
 DE9386.of Year/Month/Day.
 DE9386
 DE9386.The orthometric height was determined by GPS observations and a
 DE9386.high-resolution geoid model.
 DE9386.The orthometric height was determined by GPS observations and a
 DE9386.high-resolution geoid model using precise GPS observation and
 DE9386.processing techniques.
 DE9386
 DE9386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9386
 DE9386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9386
 DE9386.The ellipsoidal height was determined by GPS observations
 DE9386.and is referenced to NAD 83.
 DE9386
 DE9386.The geoid height was determined by GEOID03.
 DE9386
 DE9386;                    North         East     Units Scale Factor Converg.
 DE9386;SPC NC       -   249,773.926   535,578.756   MT  0.99995747   -0 28 25.9
 DE9386;SPC NC       -   819,466.62  1,757,144.64   sFT  0.99995747   -0 28 25.9
 DE9386;UTM  17      - 3,984,458.274   606,263.463   MT  0.99973914   +0 41 34.9
 DE9386
 DE9386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9386!SPC NC       -   0.99996379  x   0.99995747  =   0.99992126
 DE9386!UTM  17      -   0.99996379  x   0.99973914  =   0.99970294
 DE9386
 DE9386                          SUPERSEDED SURVEY CONTROL
 DE9386
 DE9386  NAD 83(2001)-  35 59 55.68857(N)    079 49 15.63772(W) AD(       ) 1
 DE9386  ELLIP H (03/13/03)  230.722  (m)                       GP(       ) 4 2
 DE9386  NAD 83(1986)-  35 59 55.69421(N)    079 49 15.64466(W) AD(       ) 1
 DE9386
 DE9386.Superseded values are not recommended for survey control.
 DE9386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9386.See file dsdata.txt to determine how the superseded data were derived.
 DE9386
 DE9386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0626384458(NAD 83)
 DE9386_MARKER: DD = SURVEY DISK
 DE9386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9386_STAMPING: 267E200 1999
 DE9386_MARK LOGO: NC1940
 DE9386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9386+STABILITY: SURFACE MOTION
 DE9386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9386+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9386
 DE9386  HISTORY     - Date     Condition        Report By
 DE9386  HISTORY     - 1999     MONUMENTED       NC1940
 DE9386
 DE9386                          STATION DESCRIPTION
 DE9386
 DE9386'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9386'STATION IS ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9386'GREENSBORO GOVERNMENT PLAZA, AND 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DE9386'GROOMETOWN.
 DE9386'ALONG REHOBETH CHURCH ROAD, 1.9 MI (3.1 KM) SOUTH OF I-85, IN THE
 DE9386'NORTHEAST QUADRANT OF INTERSECTION WITH HOLDEN ROAD IN FRONT OF
 DE9386'REHOBETH UNITED METHODIST CHURCH.
 DE9386'MARK IS LEVEL WITH THE EDGE OF PAVEMENT AND RECESSED 6-INCHES BELOW
 DE9386'GROUND. LOCATED 20.5 FT (6.2 M) EAST OF CENTERLINE OF REHOBETH CHURCH
 DE9386'ROAD, 5.0 FT (1.5 M) WEST OF BACK OF CURB, 92.0FT NORTH OF CENTERLINE
 DE9386'OF DRIVEWAY TO THE CHURCH PARKING LOT, AND 69.5 FT (21.2 M) NORTHEAST
 DE9386'OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4477 ***********************************************************************
 FA4477  DESIGNATION -  268 AZ MK
 FA4477  PID         -  FA4477
 FA4477  STATE/COUNTY-  NC/MECKLENBURG
 FA4477  USGS QUAD   -  MINT HILL (1993)
 FA4477
 FA4477                         *CURRENT SURVEY CONTROL
 FA4477  ___________________________________________________________________
 FA4477* NAD 83(2001)-  35 10 53.53131(N)    080 38 46.55672(W)     NO CHECK  
 FA4477* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 FA4477  ___________________________________________________________________
 FA4477  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FA4477  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA4477  HORZ ORDER  -  THIRD
 FA4477
 FA4477.The horizontal coordinates were established by classical geodetic methods
 FA4477.and adjusted by the National Geodetic Survey in August 2005.
 FA4477.No horizontal observational check was made to the station.
 FA4477
 FA4477.The orthometric height was scaled from a topographic map.
 FA4477
 FA4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4477
 FA4477.The geoid height was determined by GEOID03.
 FA4477
 FA4477;                    North         East     Units Scale Factor Converg.
 FA4477;SPC NC       -   160,043.413   459,675.165   MT  0.99987334   -0 57 00.6
 FA4477;SPC NC       -   525,075.76  1,508,117.60   sFT  0.99987334   -0 57 00.6
 FA4477;UTM  17      - 3,893,232.355   532,207.453   MT  0.99961278   +0 12 13.7
 FA4477
 FA4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4477!SPC NC       -   0.99996947  x   0.99987334  =   0.99984281
 FA4477!UTM  17      -   0.99996947  x   0.99961278  =   0.99958226
 FA4477
 FA4477                          SUPERSEDED SURVEY CONTROL
 FA4477
 FA4477  NAD 83(1986)-  35 10 53.54616(N)    080 38 46.56661(W) AD(       ) 3
 FA4477
 FA4477.Superseded values are not recommended for survey control.
 FA4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4477.See file dsdata.txt to determine how the superseded data were derived.
 FA4477
 FA4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3220793232(NAD 83)
 FA4477_MARKER: A = ALUMINUM MARKER
 FA4477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4477_SP_SET: CONCRETE POST
 FA4477_STAMPING: 268
 FA4477_MARK LOGO: NC0870
 FA4477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4477+STABILITY: SURFACE MOTION
 FA4477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4477+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 FA4477
 FA4477  HISTORY     - Date     Condition        Report By
 FA4477  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4477  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 FA4477  HISTORY     - 20000614 GOOD             NCGS
 FA4477
 FA4477                          STATION DESCRIPTION
 FA4477
 FA4477'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4477'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.3 KM (11.99 MI)  EAST OF
 FA4477'CHARLOTTE, AND 1.04 KM (0.65 MI) NORTH OF MINT HILL.
 FA4477'MARK REACHED BY FIRST GOING TO GPS STATION M 068. (223.10 FT) TO REACH
 FA4477'THE STATION FROM THE INTERSECTION OF S.R.51 AND S.R.218, PROCEED
 FA4477'NORTH ON STATE ROAD 51 FOR 1.05 KM (0.65 MI) TO THE STATION LOCATED
 FA4477'IN THE WEST RIGHT-OF-WAY OF THE ROAD, EAST OF A WOODEN FENCE IN FRONT
 FA4477'OF A POND. STATION IS 11.52 M (37.80 FT) N55W OF THE CENTERLINE OF S
 FA4477'.R. 51, 1.21 M (3.97 FT) N65E OF A WOODEN FENCE, 23.95 M (78.58 FT)
 FA4477'N20E OF A CATCH BASIN, AND 24.68 M (80.97 FT) N44E OF A UTILITY POLE
 FA4477'WITH A TAG.
 FA4477'TO REACH THE AZIMUTH MARK FROM GPS STATION M 068, PROCEED SOUTHWEST ON
 FA4477'S.R.51 FOR 0.80 KM (0.50 MI) TO THE MARK IN THE EAST RIGHT-OF-WAY OF
 FA4477'THE ROAD, 2.95 M (9.68 FT) SOUTH OF THE EDGE OF THE PAVEMENT.  THE
 FA4477'AZIMUTH MARK IS COMPASS BEARING S27W AND DISTANCE 837.344 M
 FA4477'(2747.186 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 268.
 FA4477
 FA4477                          STATION RECOVERY (1998)
 FA4477
 FA4477'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4477'MARK NOT FOUND.
 FA4477
 FA4477                          STATION RECOVERY (2000)
 FA4477
 FA4477'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4477'STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-SOUTHEAST OF
 FA4477'CHARLOTTE. ALONG NC 51 FOR 0.2 MI (0.3 KM) NORTHEAST FROM NC 218, IN
 FA4477'MINT HILL, ON THE EAST SIDE OF THE ROAD. MARK IS ABOUT LEVEL WITH NC
 FA4477'51 AND IS RECESSED 4-INCHES BELOW GROUND. LOCATED 9.5 FT (2.9 M)
 FA4477'SOUTHEAST OF THE BACK OF CURB OF NC 51, 143.0 FT (43.6 M) NORTHEAST OF
 FA4477'THE CENTERLINE INTERSECTION OF NC 51 AND WOODLAND AVENUE, AND 9.0 FT
 FA4477'(2.7 M) NORTHEAST OF A POWER POLE, 94.0 FT (28.7 M) EAST-NORTHEAST OF
 FA4477'A POWER POLE, 132.3 FT (40.3 M) SOUTHWEST OF A POWER POLE--ALL THREE
 FA4477'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9513 ***********************************************************************
 DE9513  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9513  DESIGNATION -  268W 200
 DE9513  PID         -  DE9513
 DE9513  STATE/COUNTY-  NC/GUILFORD
 DE9513  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9513
 DE9513                         *CURRENT SURVEY CONTROL
 DE9513  ___________________________________________________________________
 DE9513* NAD 83(2007)-  35 59 32.94339(N)    079 50 51.61393(W)     ADJUSTED  
 DE9513* NAVD 88     -       238.54   (meters)     782.6    (feet)  GPS OBS   
 DE9513  ___________________________________________________________________
 DE9513  EPOCH DATE  -        2002.00
 DE9513  X           -     910,705.042 (meters)                     COMP
 DE9513  Y           -  -5,085,760.632 (meters)                     COMP
 DE9513  Z           -   3,727,639.089 (meters)                     COMP
 DE9513  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 DE9513  ELLIP HEIGHT-         207.791 (meters)          (02/10/07) ADJUSTED
 DE9513  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DE9513
 DE9513  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9513  Type    PID    Designation                      North   East  Ellip
 DE9513  -------------------------------------------------------------------
 DE9513  NETWORK DE9513 268W 200                          1.86   1.47   2.45
 DE9513  -------------------------------------------------------------------
 DE9513
 DE9513.The horizontal coordinates were established by GPS observations
 DE9513.and adjusted by the National Geodetic Survey in February 2007.
 DE9513
 DE9513.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9513.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9513.The horizontal coordinates are valid at the epoch date displayed above.
 DE9513.The epoch date for horizontal control is a decimal equivalence
 DE9513.of Year/Month/Day.
 DE9513
 DE9513.The orthometric height was determined by GPS observations and a
 DE9513.high-resolution geoid model.
 DE9513.The orthometric height was determined by GPS observations and a
 DE9513.high-resolution geoid model using precise GPS observation and
 DE9513.processing techniques.
 DE9513
 DE9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9513
 DE9513.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9513
 DE9513.The ellipsoidal height was determined by GPS observations
 DE9513.and is referenced to NAD 83.
 DE9513
 DE9513.The geoid height was determined by GEOID03.
 DE9513
 DE9513;                    North         East     Units Scale Factor Converg.
 DE9513;SPC NC       -   249,093.142   533,169.156   MT  0.99995604   -0 29 21.3
 DE9513;SPC NC       -   817,233.08  1,749,239.14   sFT  0.99995604   -0 29 21.3
 DE9513;UTM  17      - 3,983,728.730   603,868.754   MT  0.99973294   +0 40 38.1
 DE9513
 DE9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9513!SPC NC       -   0.99996739  x   0.99995604  =   0.99992343
 DE9513!UTM  17      -   0.99996739  x   0.99973294  =   0.99970034
 DE9513
 DE9513                          SUPERSEDED SURVEY CONTROL
 DE9513
 DE9513  NAD 83(2001)-  35 59 32.94366(N)    079 50 51.61379(W) AD(       ) 1
 DE9513  ELLIP H (03/13/03)  207.794  (m)                       GP(       ) 4 2
 DE9513  NAD 83(1986)-  35 59 32.94989(N)    079 50 51.62152(W) AD(       ) 1
 DE9513
 DE9513.Superseded values are not recommended for survey control.
 DE9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9513.See file dsdata.txt to determine how the superseded data were derived.
 DE9513
 DE9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0386983729(NAD 83)
 DE9513_MARKER: DD = SURVEY DISK
 DE9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9513_STAMPING: 268W200 1999
 DE9513_MARK LOGO: NC1940
 DE9513_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9513+STABILITY: SURFACE MOTION
 DE9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9513+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9513
 DE9513  HISTORY     - Date     Condition        Report By
 DE9513  HISTORY     - 1999     MONUMENTED       NC1940
 DE9513
 DE9513                          STATION DESCRIPTION
 DE9513
 DE9513'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9513'STATION IS ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9513'GREENSBORO GOVERNMENT PLAZA, ALONG BISHOP ROAD.
 DE9513'PROCEED ALONG GROOMETOWN ROAD, 0.25 MI (0.40 KM) SOUTH FROM I-85
 DE9513'UNDERPASS, THENCE EAST ALONG BISHOP ROAD FOR 0.95 MI (1.53 KM) TO
 DE9513'STATION ON SOUTH SIDE OF ROAD, ABOUT 300-FEET EAST OF CREEK BRIDGE,
 DE9513'AND 0.3 MI (0.5 KM) EAST OF A-1 LANDFILL.
 DE9513'MARK IS ABOUT LEVEL WITH CENTER OF THE ROAD AND RECESSED 3-INCHES
 DE9513'BELOW THE GROUND. LOCATED 21.2 FT (6.5 M) SOUTH OF CENTERLINE OF
 DE9513'BISHOP ROAD, 5.0 FT (1.5 M) NORTHWEST OF YELLOW TRAFFIC SIGN, AND 28.6
 DE9513'FT (8.7 M) NORTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0075 ***********************************************************************
 EY0075  DESIGNATION -  269
 EY0075  PID         -  EY0075
 EY0075  STATE/COUNTY-  NC/HYDE
 EY0075  USGS QUAD   -  PONZER (1983)
 EY0075
 EY0075                         *CURRENT SURVEY CONTROL
 EY0075  ___________________________________________________________________
 EY0075* NAD 83(2001)-  35 34 52.00661(N)    076 28 47.06090(W)     ADJUSTED  
 EY0075* NAVD 88     -         1.872  (meters)       6.14   (feet)  ADJUSTED  
 EY0075  ___________________________________________________________________
 EY0075  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 EY0075  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EY0075  DYNAMIC HT  -           1.870 (meters)       6.14  (feet)  COMP
 EY0075  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 EY0075
 EY0075  HORZ ORDER  -  SECOND
 EY0075  VERT ORDER  -  SECOND    CLASS II
 EY0075
 EY0075.The horizontal coordinates were established by classical geodetic methods
 EY0075.and adjusted by the National Geodetic Survey in August 2005.
 EY0075
 EY0075.The orthometric height was determined by differential leveling
 EY0075.and adjusted in June 1991.
 EY0075.WARNING-Repeat measurements at this control monument indicate possible
 EY0075.vertical movement.
 EY0075
 EY0075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0075
 EY0075.The geoid height was determined by GEOID03.
 EY0075
 EY0075.The dynamic height is computed by dividing the NAVD 88
 EY0075.geopotential number by the normal gravity value computed on the
 EY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0075.degrees latitude (g = 980.6199 gals.).
 EY0075
 EY0075.The modeled gravity was interpolated from observed gravity values.
 EY0075
 EY0075;                    North         East     Units Scale Factor Converg.
 EY0075;SPC NC       -   206,026.038   837,982.971   MT  0.99988906   +1 27 16.6
 EY0075;SPC NC       -   675,937.09  2,749,282.46   sFT  0.99988906   +1 27 16.6
 EY0075;UTM  18      - 3,938,496.871   365,928.065   MT  0.99982151   -0 51 40.0
 EY0075
 EY0075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0075!SPC NC       -   1.00000558  x   0.99988906  =   0.99989464
 EY0075!UTM  18      -   1.00000558  x   0.99982151  =   0.99982709
 EY0075
 EY0075                          SUPERSEDED SURVEY CONTROL
 EY0075
 EY0075  NAD 83(1986)-  35 34 52.01939(N)    076 28 47.06858(W) AD(       ) 2
 EY0075  NAVD 88 (07/14/98)    1.87   (m)            6.1    (f) LEVELING    3  
 EY0075
 EY0075.Superseded values are not recommended for survey control.
 EY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0075.See file dsdata.txt to determine how the superseded data were derived.
 EY0075
 EY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6592838497(NAD 83)
 EY0075_MARKER: DD = SURVEY DISK
 EY0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0075_SP_SET: CONCRETE POST
 EY0075_STAMPING: NC 269
 EY0075_MARK LOGO: NCGS  
 EY0075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0075+STABILITY: SURFACE MOTION
 EY0075
 EY0075  HISTORY     - Date     Condition        Report By
 EY0075  HISTORY     - UNK      MONUMENTED       CGS
 EY0075  HISTORY     - 1963     GOOD             NGS
 EY0075  HISTORY     - 1977     GOOD             NCGS
 EY0075  HISTORY     - 1977     GOOD             NGS
 EY0075  HISTORY     - 19820421 GOOD             NCGS
 EY0075  HISTORY     - 1984     GOOD             NCGS
 EY0075  HISTORY     - 19840415 GOOD             NCGS
 EY0075
 EY0075                          STATION DESCRIPTION
 EY0075
 EY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0075'1.5 MI NE FROM LEECHVILLE.
 EY0075'1.5 MILES NORTHEAST OF THE POST OFFICE AT LEECHVILLE, HYDE
 EY0075'COUNTY, ON U.S. HIGHWAY 264 AND IN THE MOUNT OLIVE CHURCH YARD,
 EY0075'99.1 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 FEET
 EY0075'NORTH OF A 26-INCH OAK TREE, 12.0 FEET WEST OF THE TOMBSTONE OF
 EY0075'EVA MAE SMITH, AND SET IN THE TOP OF A 7-INCH ROUND CONCRETE
 EY0075'MONUMENT FLUSH WITH THE GROUND.
 EY0075
 EY0075                          STATION RECOVERY (1977)
 EY0075
 EY0075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY0075'STATION IS APPROXIMATELY 15.0 MILES NW OF SWAN QUARTER.  TO REACH
 EY0075'STATION FROM THE US 264 BRIDGE OVER THE PUNGO RIVER AT LEECHVILLE,
 EY0075'PROCEED ENE ALONG US 264 FOR 1.4 MILES TO Y INTERSECTION WITH SR 1300
 EY0075'AND MT. OLIVE CHURCH ON NORTH SIDE OF INTERSECTION AND STATION IN
 EY0075'SOUTH EDGE OF GRAVEL YARD ON EAST SIDE OF CHURCH.  99.1 FT. NW OF C/L
 EY0075'OF US 264, 9.7 FT. N OF 26 INCH OAK, 12.0 FT. W OF THE TOMBSTONE OF
 EY0075'EVA MAE SMITH, 9.2 FT. S OF THE S EDGE OF TOMBSTONE OF FELTON MAYO AND
 EY0075'24.7 FT. E OF THE SE CORNER OF FLAT TOMBSTONE OF JAMES F. SMITH. DISK
 EY0075'IS SET IN TOP OF 7 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE
 EY0075'OF THE GROUND.
 EY0075
 EY0075                          STATION RECOVERY (1977)
 EY0075
 EY0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EY0075'RECOVERED IN GOOD CONDITION.
 EY0075
 EY0075                          STATION RECOVERY (1982)
 EY0075
 EY0075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0075'RECOVERED AS DESCRIBED.
 EY0075
 EY0075                          STATION RECOVERY (1984)
 EY0075
 EY0075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY0075'RECOVERED IN GOOD CONDITION.
 EY0075
 EY0075                          STATION RECOVERY (1984)
 EY0075
 EY0075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (TLB)
 EY0075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0076 ***********************************************************************
 EY0076  DESIGNATION -  269 AZ MK
 EY0076  PID         -  EY0076
 EY0076  STATE/COUNTY-  NC/BEAUFORT
 EY0076  USGS QUAD   -  PONZER (1983)
 EY0076
 EY0076                         *CURRENT SURVEY CONTROL
 EY0076  ___________________________________________________________________
 EY0076* NAD 83(1986)-  35 34 53.     (N)    076 28 59.     (W)     SCALED    
 EY0076* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 EY0076  ___________________________________________________________________
 EY0076  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EY0076  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 EY0076  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 EY0076
 EY0076  VERT ORDER  -  THIRD
 EY0076
 EY0076.The horizontal coordinates were scaled from a topographic map and have
 EY0076.an estimated accuracy of +/- 6 seconds.
 EY0076
 EY0076.The orthometric height was determined by differential leveling
 EY0076.and adjusted in June 1991.
 EY0076
 EY0076.The geoid height was determined by GEOID03.
 EY0076
 EY0076.The dynamic height is computed by dividing the NAVD 88
 EY0076.geopotential number by the normal gravity value computed on the
 EY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0076.degrees latitude (g = 980.6199 gals.).
 EY0076
 EY0076.The modeled gravity was interpolated from observed gravity values.
 EY0076
 EY0076;                    North         East    Units  Estimated Accuracy
 EY0076;SPC NC       -   206,050.      837,680.      MT  (+/- 180 meters Scaled)
 EY0076
 EY0076                          SUPERSEDED SURVEY CONTROL
 EY0076
 EY0076  NGVD 29 (??/??/92)    1.95   (m)            6.4    (f) COMPUTED    3 0
 EY0076
 EY0076.Superseded values are not recommended for survey control.
 EY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0076.See file dsdata.txt to determine how the superseded data were derived.
 EY0076
 EY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE656385(NAD 83)
 EY0076_MARKER: DD = SURVEY DISK
 EY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0076+STABILITY: SURFACE MOTION
 EY0076
 EY0076  HISTORY     - Date     Condition        Report By
 EY0076  HISTORY     - UNK      MONUMENTED       NCGS
 EY0076  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0076
 EY0076                          STATION DESCRIPTION
 EY0076
 EY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0076'1.5 MI NE FROM LEECHVILLE.
 EY0076'THE MARK WAS NOT FOUND.  NONE OF THE REFERENCE OBJECTS ARE
 EY0076'IDENTIFIABLE AT THIS DATE.  THE HIGHWAY HAS BEEN WIDENED AND
 EY0076'THE MARK MAY HAVE BEEN DESTROYED BY THIS CONSTRUCTION.  ORIGINAL
 EY0076'DESCRIPTION-- 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 264 FROM THE
 EY0076'POST OFFICE AT LEECHVILLE, HYDE COUNTY, 0.15 MILE WEST OF MOUNT
 EY0076'OLIVE CHURCH NEAR THE WEST END OF A LONG CURVE, 31.0 FEET NORTH
 EY0076'OF THE CENTERLINE OF THE HIGHWAY, 23.2 FEET SOUTHEAST OF A
 EY0076'10-INCH BLAZED PINE TREE, 23.4 FEET SOUTH OF A 10-INCH BLAZED PINE
 EY0076'TREE, AND SET IN THE TOP OF A 7-INCH ROUND CONCRETE MONUMENT
 EY0076'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4478 ***********************************************************************
 FA4478  DESIGNATION -  269 AZ MK
 FA4478  PID         -  FA4478
 FA4478  STATE/COUNTY-  NC/MECKLENBURG
 FA4478  USGS QUAD   -  MIDLAND (1993)
 FA4478
 FA4478                         *CURRENT SURVEY CONTROL
 FA4478  ___________________________________________________________________
 FA4478* NAD 83(2001)-  35 12 10.32954(N)    080 36 42.35380(W)     NO CHECK  
 FA4478* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FA4478  ___________________________________________________________________
 FA4478  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FA4478  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA4478  HORZ ORDER  -  THIRD
 FA4478
 FA4478.The horizontal coordinates were established by classical geodetic methods
 FA4478.and adjusted by the National Geodetic Survey in August 2005.
 FA4478.No horizontal observational check was made to the station.
 FA4478
 FA4478.The orthometric height was scaled from a topographic map.
 FA4478
 FA4478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4478
 FA4478.The geoid height was determined by GEOID03.
 FA4478
 FA4478;                    North         East     Units Scale Factor Converg.
 FA4478;SPC NC       -   162,357.994   462,855.309   MT  0.99987295   -0 55 48.9
 FA4478;SPC NC       -   532,669.52  1,518,551.13   sFT  0.99987295   -0 55 48.9
 FA4478;UTM  17      - 3,895,609.899   535,339.523   MT  0.99961539   +0 13 25.7
 FA4478
 FA4478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4478!SPC NC       -   0.99997433  x   0.99987295  =   0.99984728
 FA4478!UTM  17      -   0.99997433  x   0.99961539  =   0.99958973
 FA4478
 FA4478                          SUPERSEDED SURVEY CONTROL
 FA4478
 FA4478  NAD 83(1986)-  35 12 10.34399(N)    080 36 42.36254(W) AD(       ) 3
 FA4478
 FA4478.Superseded values are not recommended for survey control.
 FA4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4478.See file dsdata.txt to determine how the superseded data were derived.
 FA4478
 FA4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3534095610(NAD 83)
 FA4478_MARKER: A = ALUMINUM MARKER
 FA4478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4478_SP_SET: CONCRETE POST
 FA4478_STAMPING: 269
 FA4478_MARK LOGO: NC0870
 FA4478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4478+STABILITY: SURFACE MOTION
 FA4478
 FA4478  HISTORY     - Date     Condition        Report By
 FA4478  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4478  HISTORY     - 19980202 GOOD             USPSQD
 FA4478  HISTORY     - 20000613 SEE DESCRIPTION  NCGS
 FA4478
 FA4478                          STATION DESCRIPTION
 FA4478
 FA4478'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4478'MARK IS LOCATED IN MECKLENBURG COUNTY, 22.50 KM (13.98 MI) EAST OF
 FA4478'CHARLOTTE, AND 3.70 KM (2.30 MI) NORTHEAST OF MINT HILL.
 FA4478'MARK REACHED BY FIRST GOING TO GPS STATION M 069. (226.38 FT) TO REACH
 FA4478'THE STATION FROM THE INTERSECTION OF S.R. 51 AND S.R. 218 (FAIRVIEW
 FA4478'ROAD), PROCEED EAST ON S.R. 218 FOR 1.52 KM (0.94 MI) TO THE
 FA4478'INTERSECTION OF S.R. 3109 (BARTLETT ROAD).  GO NORTHEAST ON S.R. 3109
 FA4478'FOR 3.54 KM (2.20 MI)  TO THE INTERSECTION OF S.R. 3110 (ARLINGTON
 FA4478'CHURCH ROAD). PROCEED SOUTH ON S.R. 3110 FOR 0.40 KM (0.25 MI) TO THE
 FA4478'STATION LOCATED IN THE WEST RIGHT-OF-WAY OF THE ROAD.  STATION IS
 FA4478'3.68 M (12.07 FT) S74W OF THE CENTERLINE OF S.R. 3110, 2.25 M
 FA4478'(7.38 FT) S81E OF A FENCE POST WITH A TAG, 11.82 M (38.78 FT) S23W OF
 FA4478'A SPEED LIMIT 55 SIGN, AND 1.31 M (4.30 FT) S74W OF THE EDGE OF THE
 FA4478'PAVEMENT OF S.R. 3110.
 FA4478'TO REACH THE AZIMUTH MARK FROM GPS STATION M 069, PROCEED NORTH ON S
 FA4478'.R. 3110 FOR 0.45 KM (0.28 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY OF
 FA4478'THE ROAD, 1.67 M (5.48 FT) DUE WEST OF THE EDGE OF THE PAVEMENT. THE
 FA4478'AZIMUTH MARK IS COMPASS BEARING N18W AND DISTANCE 544.759 M
 FA4478'(1787.263 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 269.
 FA4478
 FA4478                          STATION RECOVERY (1998)
 FA4478
 FA4478'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4478'RECOVERED IN GOOD CONDITION.
 FA4478
 FA4478                          STATION RECOVERY (2000)
 FA4478
 FA4478'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4478'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9512 ***********************************************************************
 DE9512  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9512  DESIGNATION -  269E 200
 DE9512  PID         -  DE9512
 DE9512  STATE/COUNTY-  NC/GUILFORD
 DE9512  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9512
 DE9512                         *CURRENT SURVEY CONTROL
 DE9512  ___________________________________________________________________
 DE9512* NAD 83(2007)-  35 59 29.61736(N)    079 51 12.22090(W)     ADJUSTED  
 DE9512* NAVD 88     -       250.98   (meters)     823.4    (feet)  GPS OBS   
 DE9512  ___________________________________________________________________
 DE9512  EPOCH DATE  -        2002.00
 DE9512  X           -     910,209.326 (meters)                     COMP
 DE9512  Y           -  -5,085,920.789 (meters)                     COMP
 DE9512  Z           -   3,727,563.442 (meters)                     COMP
 DE9512  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 DE9512  ELLIP HEIGHT-         220.213 (meters)          (02/10/07) ADJUSTED
 DE9512  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DE9512
 DE9512  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9512  Type    PID    Designation                      North   East  Ellip
 DE9512  -------------------------------------------------------------------
 DE9512  NETWORK DE9512 269E 200                          1.39   1.10   1.98
 DE9512  -------------------------------------------------------------------
 DE9512
 DE9512.The horizontal coordinates were established by GPS observations
 DE9512.and adjusted by the National Geodetic Survey in February 2007.
 DE9512
 DE9512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9512.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9512.The horizontal coordinates are valid at the epoch date displayed above.
 DE9512.The epoch date for horizontal control is a decimal equivalence
 DE9512.of Year/Month/Day.
 DE9512
 DE9512.The orthometric height was determined by GPS observations and a
 DE9512.high-resolution geoid model.
 DE9512.The orthometric height was determined by GPS observations and a
 DE9512.high-resolution geoid model using precise GPS observation and
 DE9512.processing techniques.
 DE9512
 DE9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9512
 DE9512.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9512
 DE9512.The ellipsoidal height was determined by GPS observations
 DE9512.and is referenced to NAD 83.
 DE9512
 DE9512.The geoid height was determined by GEOID03.
 DE9512
 DE9512;                    North         East     Units Scale Factor Converg.
 DE9512;SPC NC       -   248,995.058   532,652.156   MT  0.99995583   -0 29 33.2
 DE9512;SPC NC       -   816,911.29  1,747,542.95   sFT  0.99995583   -0 29 33.2
 DE9512;UTM  17      - 3,983,620.166   603,353.973   MT  0.99973162   +0 40 26.0
 DE9512
 DE9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9512!SPC NC       -   0.99996544  x   0.99995583  =   0.99992127
 DE9512!UTM  17      -   0.99996544  x   0.99973162  =   0.99969707
 DE9512
 DE9512                          SUPERSEDED SURVEY CONTROL
 DE9512
 DE9512  NAD 83(2001)-  35 59 29.61762(N)    079 51 12.22074(W) AD(       ) 1
 DE9512  ELLIP H (03/13/03)  220.217  (m)                       GP(       ) 4 2
 DE9512  NAD 83(1986)-  35 59 29.62396(N)    079 51 12.22851(W) AD(       ) 1
 DE9512
 DE9512.Superseded values are not recommended for survey control.
 DE9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9512.See file dsdata.txt to determine how the superseded data were derived.
 DE9512
 DE9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0335483620(NAD 83)
 DE9512_MARKER: DD = SURVEY DISK
 DE9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9512_STAMPING: 269E200 1999
 DE9512_MARK LOGO: NC1940
 DE9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9512+STABILITY: SURFACE MOTION
 DE9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9512+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9512
 DE9512  HISTORY     - Date     Condition        Report By
 DE9512  HISTORY     - 1999     MONUMENTED       NC1940
 DE9512
 DE9512                          STATION DESCRIPTION
 DE9512
 DE9512'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9512'STATION IS ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF THE DOWNTOWN
 DE9512'GREENSBORO GOVERNMENT PLAZA,  AT THE A-1 LANDFILL ON BISHOP ROAD.
 DE9512'PROCEED ALONG GROOMETOWN ROAD, 0.25 MI (0.40 KM) SOUTH FROM I-85
 DE9512'UNDERPASS, THENCE EAST ALONG BISHOP ROAD FOR 0.65 MI (1.05 KM) TO
 DE9512'STATION ON SOUTH SIDE OF ROAD, ACROSS FROM LANDFILL.
 DE9512'MARK IS ABOUT LEVEL WITH PAVEMENT AND RECESSED 1-INCH BELOW THE
 DE9512'GROUND. LOCATED 15.8 FT (4.8 M) SOUTH OF CENTERLINE OF BISHOP ROAD,
 DE9512'14.0 FT (4.3 M) NORTH OF POWER POLE WITH TRANSFORMER, 16.0 FT (4.9 M)
 DE9512'NORTH OF CHAIN LINK FENCE, AND 40.0 FT (12.2 M) SOUTHEAST OF POWER
 DE9512'POLE (CCD11).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9308 ***********************************************************************
 DE9308  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9308  DESIGNATION -  26E 200
 DE9308  PID         -  DE9308
 DE9308  STATE/COUNTY-  NC/GUILFORD
 DE9308  USGS QUAD   -  GREENSBORO (1994)
 DE9308
 DE9308                         *CURRENT SURVEY CONTROL
 DE9308  ___________________________________________________________________
 DE9308* NAD 83(2007)-  36 06 20.48358(N)    079 49 08.36328(W)     ADJUSTED  
 DE9308* NAVD 88     -       260.89   (meters)     855.9    (feet)  GPS OBS   
 DE9308  ___________________________________________________________________
 DE9308  EPOCH DATE  -        2002.00
 DE9308  X           -     911,947.212 (meters)                     COMP
 DE9308  Y           -  -5,078,045.703 (meters)                     COMP
 DE9308  Z           -   3,737,808.326 (meters)                     COMP
 DE9308  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 DE9308  ELLIP HEIGHT-         229.757 (meters)          (02/10/07) ADJUSTED
 DE9308  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DE9308
 DE9308  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9308  Type    PID    Designation                      North   East  Ellip
 DE9308  -------------------------------------------------------------------
 DE9308  NETWORK DE9308 26E 200                           1.92   1.45   2.80
 DE9308  -------------------------------------------------------------------
 DE9308
 DE9308.The horizontal coordinates were established by GPS observations
 DE9308.and adjusted by the National Geodetic Survey in February 2007.
 DE9308
 DE9308.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9308.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9308.The horizontal coordinates are valid at the epoch date displayed above.
 DE9308.The epoch date for horizontal control is a decimal equivalence
 DE9308.of Year/Month/Day.
 DE9308
 DE9308.The orthometric height was determined by GPS observations and a
 DE9308.high-resolution geoid model.
 DE9308.The orthometric height was determined by GPS observations and a
 DE9308.high-resolution geoid model using precise GPS observation and
 DE9308.processing techniques.
 DE9308
 DE9308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9308
 DE9308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9308
 DE9308.The ellipsoidal height was determined by GPS observations
 DE9308.and is referenced to NAD 83.
 DE9308
 DE9308.The geoid height was determined by GEOID03.
 DE9308
 DE9308;                    North         East     Units Scale Factor Converg.
 DE9308;SPC NC       -   261,631.907   535,858.785   MT  0.99998355   -0 28 21.7
 DE9308;SPC NC       -   858,370.68  1,758,063.36   sFT  0.99998355   -0 28 21.7
 DE9308;UTM  17      - 3,996,316.759   606,301.753   MT  0.99973923   +0 41 45.6
 DE9308
 DE9308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9308!SPC NC       -   0.99996394  x   0.99998355  =   0.99994749
 DE9308!UTM  17      -   0.99996394  x   0.99973923  =   0.99970318
 DE9308
 DE9308|---------------------------------------------------------------------|
 DE9308| PID    Reference Object                     Distance      Geod. Az  |
 DE9308|                                                           dddmmss.s |
 DE9308| DE9374 COG 15=51E 215                      374.208 METERS 35130     |
 DE9308|---------------------------------------------------------------------|
 DE9308
 DE9308                          SUPERSEDED SURVEY CONTROL
 DE9308
 DE9308  NAD 83(2001)-  36 06 20.48403(N)    079 49 08.36288(W) AD(       ) 1
 DE9308  ELLIP H (03/13/03)  229.757  (m)                       GP(       ) 4 2
 DE9308  NAD 83(1986)-  36 06 20.49028(N)    079 49 08.37026(W) AD(       ) 1
 DE9308
 DE9308.Superseded values are not recommended for survey control.
 DE9308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9308.See file dsdata.txt to determine how the superseded data were derived.
 DE9308
 DE9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0630296317(NAD 83)
 DE9308_MARKER: DD = SURVEY DISK
 DE9308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9308_STAMPING: 26E.200 7/97
 DE9308_MARK LOGO: NC1940
 DE9308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9308+STABILITY: SURFACE MOTION
 DE9308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9308+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9308
 DE9308  HISTORY     - Date     Condition        Report By
 DE9308  HISTORY     - 1997     MONUMENTED       NC1940
 DE9308
 DE9308                          STATION DESCRIPTION
 DE9308
 DE9308'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9308'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH-NORTHWEST OF THE
 DE9308'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 7.0 MI (11.3 KM) EAST OF THE
 DE9308'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ALONG LAWNDALE DRIVE NEAR
 DE9308'THE C AND C MARKET.
 DE9308'ALONG LAWNDALE DRIVE FOR 0.25 MI (0.40 KM) SOUTH FROM THE WEST CONE
 DE9308'BOULEVARD BRIDGE TO STATION ON LEFT, JUST NORTH OF THE C AND C MARKET.
 DE9308'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9308'LOCATED 26.9 FT (8.2 M)  EAST OF THE CENTERLINE OF LAWNDALE DRIVE, 5.0
 DE9308'FT (1.5 M) NORTHEAST OF A POWER POLE (DPCO H 34), 6.0 FT (1.8 M) WEST
 DE9308'OF EDGE OF PAVEMNENT OF PARKING LOT, AND 49.3 FT (15.0 M) SOUTH OF A
 DE9308'SANITARY MANHOLE IN LAWNDALE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9282 ***********************************************************************
 DE9282  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9282  DESIGNATION -  26W 200
 DE9282  PID         -  DE9282
 DE9282  STATE/COUNTY-  NC/GUILFORD
 DE9282  USGS QUAD   -  GREENSBORO (1994)
 DE9282
 DE9282                         *CURRENT SURVEY CONTROL
 DE9282  ___________________________________________________________________
 DE9282* NAD 83(2007)-  36 05 57.45673(N)    079 49 56.99393(W)     ADJUSTED  
 DE9282* NAVD 88     -       244.79   (meters)     803.1    (feet)  GPS OBS   
 DE9282  ___________________________________________________________________
 DE9282  EPOCH DATE  -        2002.00
 DE9282  X           -     910,821.472 (meters)                     COMP
 DE9282  Y           -  -5,078,659.398 (meters)                     COMP
 DE9282  Z           -   3,737,225.358 (meters)                     COMP
 DE9282  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 DE9282  ELLIP HEIGHT-         213.633 (meters)          (02/10/07) ADJUSTED
 DE9282  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DE9282
 DE9282  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9282  Type    PID    Designation                      North   East  Ellip
 DE9282  -------------------------------------------------------------------
 DE9282  NETWORK DE9282 26W 200                           1.76   1.39   2.45
 DE9282  -------------------------------------------------------------------
 DE9282
 DE9282.The horizontal coordinates were established by GPS observations
 DE9282.and adjusted by the National Geodetic Survey in February 2007.
 DE9282
 DE9282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9282.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9282.The horizontal coordinates are valid at the epoch date displayed above.
 DE9282.The epoch date for horizontal control is a decimal equivalence
 DE9282.of Year/Month/Day.
 DE9282
 DE9282.The orthometric height was determined by GPS observations and a
 DE9282.high-resolution geoid model.
 DE9282.The orthometric height was determined by GPS observations and a
 DE9282.high-resolution geoid model using precise GPS observation and
 DE9282.processing techniques.
 DE9282
 DE9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9282
 DE9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9282
 DE9282.The ellipsoidal height was determined by GPS observations
 DE9282.and is referenced to NAD 83.
 DE9282
 DE9282.The geoid height was determined by GEOID03.
 DE9282
 DE9282;                    North         East     Units Scale Factor Converg.
 DE9282;SPC NC       -   260,932.317   534,636.545   MT  0.99998189   -0 28 49.8
 DE9282;SPC NC       -   856,075.44  1,754,053.40   sFT  0.99998189   -0 28 49.8
 DE9282;UTM  17      - 3,995,592.566   605,094.331   MT  0.99973609   +0 41 16.6
 DE9282
 DE9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9282!SPC NC       -   0.99996647  x   0.99998189  =   0.99994836
 DE9282!UTM  17      -   0.99996647  x   0.99973609  =   0.99970257
 DE9282
 DE9282:                Primary Azimuth Mark                     Grid Az
 DE9282:SPC NC       -  26W 201                                  017 09 39.1
 DE9282:UTM  17      -  26W 201                                  015 59 32.7
 DE9282
 DE9282|---------------------------------------------------------------------|
 DE9282| PID    Reference Object                     Distance      Geod. Az  |
 DE9282|                                                           dddmmss.s |
 DE9282| DE9283 26W 201                             APPROX. 0.5 KM 0164049.3 |
 DE9282|---------------------------------------------------------------------|
 DE9282
 DE9282                          SUPERSEDED SURVEY CONTROL
 DE9282
 DE9282  NAD 83(2001)-  36 05 57.45717(N)    079 49 56.99358(W) AD(       ) 1
 DE9282  ELLIP H (03/13/03)  213.633  (m)                       GP(       ) 4 2
 DE9282  NAD 83(1986)-  36 05 57.46332(N)    079 49 57.00119(W) AD(       ) 1
 DE9282
 DE9282.Superseded values are not recommended for survey control.
 DE9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9282.See file dsdata.txt to determine how the superseded data were derived.
 DE9282
 DE9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0509495593(NAD 83)
 DE9282_MARKER: DD = SURVEY DISK
 DE9282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9282_STAMPING: 26W.200 7/97
 DE9282_MARK LOGO: NC1940
 DE9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9282+STABILITY: SURFACE MOTION
 DE9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9282+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9282
 DE9282  HISTORY     - Date     Condition        Report By
 DE9282  HISTORY     - 1997     MONUMENTED       NC1940
 DE9282
 DE9282                          STATION DESCRIPTION
 DE9282
 DE9282'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9282'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) NORTHWEST OF
 DE9282'THE DOWNTOWN GOVERNMENT COMPLEX, AND 6.3 MI (10.1 KM) EAST-NORTHEAST
 DE9282'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT.
 DE9282'LOCATED ALONG BENJAMIN PARKWAY ABOUT 0.1 MI (0.2 KM) NORTH OF JOSEPH
 DE9282'BRYAN BOULEVARD, AND ON EAST SIDE OF THE NORTHERN END OF A RAMP
 DE9282'LEADING FROM BENJAMIN PARKWAY TO JOSEPH BRYAN BOULEVARD.
 DE9282'MARK IS ABOUT 3-FEET LOWER THAN CENTER OF RAMP, AND RECESSED 3-INCHES
 DE9282'BELOW THE GROUND. LOCATED 35.4 FT (10.8 M) EAST OF THE CENTERLINE OF
 DE9282'RAMP, 94.1 FT (28.7 M) SOUTHEAST OF POWER POLE WITH TRANSFORMER, AND
 DE9282'24.2 FT (7.4 M) SOUTHWEST OF A MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9283 ***********************************************************************
 DE9283  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9283  DESIGNATION -  26W 201
 DE9283  PID         -  DE9283
 DE9283  STATE/COUNTY-  NC/GUILFORD
 DE9283  USGS QUAD   -  GREENSBORO (1994)
 DE9283
 DE9283                         *CURRENT SURVEY CONTROL
 DE9283  ___________________________________________________________________
 DE9283* NAD 83(2007)-  36 06 13.03442(N)    079 49 51.24207(W)     ADJUSTED  
 DE9283* NAVD 88     -       258.16   (meters)     847.0    (feet)  GPS OBS   
 DE9283  ___________________________________________________________________
 DE9283  EPOCH DATE  -        2002.00
 DE9283  X           -     910,915.049 (meters)                     COMP
 DE9283  Y           -  -5,078,366.146 (meters)                     COMP
 DE9283  Z           -   3,737,621.184 (meters)                     COMP
 DE9283  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 DE9283  ELLIP HEIGHT-         226.990 (meters)          (02/10/07) ADJUSTED
 DE9283  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9283
 DE9283  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9283  Type    PID    Designation                      North   East  Ellip
 DE9283  -------------------------------------------------------------------
 DE9283  NETWORK DE9283 26W 201                           1.55   1.23   2.20
 DE9283  -------------------------------------------------------------------
 DE9283
 DE9283.The horizontal coordinates were established by GPS observations
 DE9283.and adjusted by the National Geodetic Survey in February 2007.
 DE9283
 DE9283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9283.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9283.The horizontal coordinates are valid at the epoch date displayed above.
 DE9283.The epoch date for horizontal control is a decimal equivalence
 DE9283.of Year/Month/Day.
 DE9283
 DE9283.The orthometric height was determined by GPS observations and a
 DE9283.high-resolution geoid model.
 DE9283.The orthometric height was determined by GPS observations and a
 DE9283.high-resolution geoid model using precise GPS observation and
 DE9283.processing techniques.
 DE9283
 DE9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9283
 DE9283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9283
 DE9283.The ellipsoidal height was determined by GPS observations
 DE9283.and is referenced to NAD 83.
 DE9283
 DE9283.The geoid height was determined by GEOID03.
 DE9283
 DE9283;                    North         East     Units Scale Factor Converg.
 DE9283;SPC NC       -   261,411.229   534,784.433   MT  0.99998301   -0 28 46.5
 DE9283;SPC NC       -   857,646.67  1,754,538.59   sFT  0.99998301   -0 28 46.5
 DE9283;UTM  17      - 3,996,074.275   605,232.388   MT  0.99973645   +0 41 20.2
 DE9283
 DE9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9283!SPC NC       -   0.99996438  x   0.99998301  =   0.99994739
 DE9283!UTM  17      -   0.99996438  x   0.99973645  =   0.99970084
 DE9283
 DE9283:                Primary Azimuth Mark                     Grid Az
 DE9283:SPC NC       -  26W 200                                  197 09 39.2
 DE9283:UTM  17      -  26W 200                                  195 59 32.5
 DE9283
 DE9283|---------------------------------------------------------------------|
 DE9283| PID    Reference Object                     Distance      Geod. Az  |
 DE9283|                                                           dddmmss.s |
 DE9283| DE9282 26W 200                             APPROX. 0.5 KM 1964052.7 |
 DE9283|---------------------------------------------------------------------|
 DE9283
 DE9283                          SUPERSEDED SURVEY CONTROL
 DE9283
 DE9283  NAD 83(2001)-  36 06 13.03489(N)    079 49 51.24172(W) AD(       ) 1
 DE9283  ELLIP H (03/13/03)  226.991  (m)                       GP(       ) 4 2
 DE9283  NAD 83(1986)-  36 06 13.04105(N)    079 49 51.24926(W) AD(       ) 1
 DE9283
 DE9283.Superseded values are not recommended for survey control.
 DE9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9283.See file dsdata.txt to determine how the superseded data were derived.
 DE9283
 DE9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0523296074(NAD 83)
 DE9283_MARKER: DD = SURVEY DISK
 DE9283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9283_STAMPING: 26W.201 7/97
 DE9283_MARK LOGO: NC1940
 DE9283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9283+STABILITY: SURFACE MOTION
 DE9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9283+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9283
 DE9283  HISTORY     - Date     Condition        Report By
 DE9283  HISTORY     - 1997     MONUMENTED       NC1940
 DE9283
 DE9283                          STATION DESCRIPTION
 DE9283
 DE9283'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9283'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) NORTHWEST OF
 DE9283'THE DOWNTOWN GOVERNMENT COMPLEX, AND 6.5 MI (10.5 KM) EAST-NORTHEAST
 DE9283'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE GENERAL GREENE
 DE9283'ELEMENTARY SCHOOL.
 DE9283'PROCEED ALONG BENJAMIN PARKWAY FOR 1.3 MI (2.1 KM) NORTHWEST FROM THE
 DE9283'US 421-WENDOVER AVENUE OVERPASS TO SCHOOL AND STATION ON LEFT, JUST
 DE9283'NORTH OF INTERSECTION WITH WESTMORLAND DRIVE AND NORTH OF THE MAIN
 DE9283'SCHOOL BUILDING, AND ABOUT 125-FEET NORTH OF THE SOUTH EDGE OF
 DE9283'PLAYGROUND BETWEEN PUBLIC SIDEWALK AND PLAYGROUND FENCE.
 DE9283'MARK IS ABOUT 1/2-FOOT HIGHER THAN CENTER OF SOUTHBOUND LANES, AND
 DE9283'RECESSED 1-INCH BELOW THE GROUND. LOCATED 32.5 FT (9.9 M)
 DE9283'WEST-NORTHWEST OF THE CENTERLINE OF SOUTHBOUND LANES OF PARKWAY, 3.6
 DE9283'FT (1.1 M) WEST-NORTHWEST OF THE EDGE OF SIDEWALK, 6.3 FT (1.9 M)
 DE9283'EAST-SOUTHEAST OF CHAINLINK FENCE, 77.8 FT (23.7 M) SOUTH-SOUTHWEST OF
 DE9283'POWER POLE (15722L) WITH TRANSFORMER AND STREET LIGHT, AND 196.0 FT
 DE9283'(59.7 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK PLANTER
 DE9283'WITH SCHOOL SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2047 ***********************************************************************
 EY2047  DESIGNATION -  27 CMP
 EY2047  PID         -  EY2047
 EY2047  STATE/COUNTY-  NC/CRAVEN
 EY2047  USGS QUAD   -  NEW BERN (1994)
 EY2047
 EY2047                         *CURRENT SURVEY CONTROL
 EY2047  ___________________________________________________________________
 EY2047* NAD 83(1986)-  35 07 24.     (N)    077 00 11.     (W)     SCALED    
 EY2047* NAVD 88     -         2.534  (meters)       8.31   (feet)  ADJUSTED  
 EY2047  ___________________________________________________________________
 EY2047  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EY2047  DYNAMIC HT  -           2.532 (meters)       8.31  (feet)  COMP
 EY2047  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 EY2047
 EY2047  VERT ORDER  -  SECOND    CLASS II
 EY2047
 EY2047.The horizontal coordinates were scaled from a topographic map and have
 EY2047.an estimated accuracy of +/- 6 seconds.
 EY2047
 EY2047.The orthometric height was determined by differential leveling
 EY2047.and adjusted in June 1991.
 EY2047
 EY2047.The geoid height was determined by GEOID03.
 EY2047
 EY2047.The dynamic height is computed by dividing the NAVD 88
 EY2047.geopotential number by the normal gravity value computed on the
 EY2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2047.degrees latitude (g = 980.6199 gals.).
 EY2047
 EY2047.The modeled gravity was interpolated from observed gravity values.
 EY2047
 EY2047;                    North         East    Units  Estimated Accuracy
 EY2047;SPC NC       -   154,170.      791,590.      MT  (+/- 180 meters Scaled)
 EY2047
 EY2047                          SUPERSEDED SURVEY CONTROL
 EY2047
 EY2047.No superseded survey control is available for this station.
 EY2047
 EY2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD174885(NAD 83)
 EY2047_MARKER: DB = BENCH MARK DISK
 EY2047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY2047_SP_SET: CULVERT HEADWALL
 EY2047_STAMPING: 27 CMP 1964 9
 EY2047_MARK LOGO: USGS  
 EY2047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2047+STABILITY: SURFACE MOTION
 EY2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2047+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 EY2047
 EY2047  HISTORY     - Date     Condition        Report By
 EY2047  HISTORY     - 1964     MONUMENTED       USGS
 EY2047  HISTORY     - 1983     GOOD             NCGS
 EY2047  HISTORY     - 19860101 GOOD             NCGS
 EY2047  HISTORY     - 19960609 GOOD             USPSQD
 EY2047  HISTORY     - 20021101 GOOD             USPSQD
 EY2047  HISTORY     - 20050215 GOOD             USPSQD
 EY2047  HISTORY     - 20060227 GOOD             USPSQD
 EY2047
 EY2047                          STATION DESCRIPTION
 EY2047
 EY2047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2047'1.6 KM (1.0 MI) EAST FROM BRIDGETON.
 EY2047'1.05 MILES NORTHEAST ALONG NC 55 FROM THE NEUSE RIVER BRIDGE AT
 EY2047'BRIDGETON, (OR 0.35 MILE SOUTHWEST ALONG NC 55 FROM THE INTERSECTION
 EY2047'OF NC 55 AND SR 1600) TO A LARGE DOUBLE CULVERT UNDER NC 55 AND
 EY2047'STATION IN HEADWALL.  MARK IS 28.4 FEET NORTH-NORTHWEST OF CENTERLINE
 EY2047'OF NC 55 AND 0.4 FEET EAST OF THE WEST END OF THE CULVERT.
 EY2047'THE MARK IS 0.5 FT BELOW CENTERLINE OF HIGHWAY.
 EY2047
 EY2047                          STATION RECOVERY (1986)
 EY2047
 EY2047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY2047'STATION IS ABOUT 1.6 KM (1.00 MI) EAST OF BRIDGETON. ALONG NC 55 FOR
 EY2047'1.46 KM (0.90 MI) EAST-NORTHEAST OF US 17 (EAST OF BRIDGETON), IN A
 EY2047'HIGHWAY CULVERT HEADWALL. STATION IS A STANDARD USGS BENCH MARK DISK
 EY2047'STAMPED---27 CMP 1964 9---, SET IN THE TOP OF A DRILL HOLE IN THE WEST
 EY2047'END OF THE HEADWALL AND ABOUT 8 INCHES LOWER THAN THE HIGHWAY. LOCATED
 EY2047'8.53 M (27.99 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EY2047
 EY2047                          STATION RECOVERY (1996)
 EY2047
 EY2047'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2047'RECOVERED IN GOOD CONDITION.
 EY2047
 EY2047                          STATION RECOVERY (2002)
 EY2047
 EY2047'RECOVERY NOTE BY US POWER SQUADRON 2002 (WER)
 EY2047'RECOVERED IN GOOD CONDITION.
 EY2047
 EY2047                          STATION RECOVERY (2005)
 EY2047
 EY2047'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2047'RECOVERED IN GOOD CONDITION.
 EY2047
 EY2047                          STATION RECOVERY (2006)
 EY2047
 EY2047'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0597 ***********************************************************************
 FX0597  DESIGNATION -  27 ECCS
 FX0597  PID         -  FX0597
 FX0597  STATE/COUNTY-  NC/PASQUOTANK
 FX0597  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0597
 FX0597                         *CURRENT SURVEY CONTROL
 FX0597  ___________________________________________________________________
 FX0597* NAD 83(1986)-  36 17 56.     (N)    076 13 26.     (W)     SCALED    
 FX0597* NAVD 88     -         1.968  (meters)       6.46   (feet)  ADJUSTED  
 FX0597  ___________________________________________________________________
 FX0597  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0597  DYNAMIC HT  -           1.966 (meters)       6.45  (feet)  COMP
 FX0597  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FX0597
 FX0597  VERT ORDER  -  FIRST     CLASS I
 FX0597
 FX0597.The horizontal coordinates were scaled from a topographic map and have
 FX0597.an estimated accuracy of +/- 6 seconds.
 FX0597
 FX0597.The orthometric height was determined by differential leveling
 FX0597.and adjusted in June 1991.
 FX0597.WARNING-Repeat measurements at this control monument indicate possible
 FX0597.vertical movement.
 FX0597
 FX0597.The geoid height was determined by GEOID03.
 FX0597
 FX0597.The dynamic height is computed by dividing the NAVD 88
 FX0597.geopotential number by the normal gravity value computed on the
 FX0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0597.degrees latitude (g = 980.6199 gals.).
 FX0597
 FX0597.The modeled gravity was interpolated from observed gravity values.
 FX0597
 FX0597;                    North         East    Units  Estimated Accuracy
 FX0597;SPC NC       -   286,250.      858,940.      MT  (+/- 180 meters Scaled)
 FX0597
 FX0597                          SUPERSEDED SURVEY CONTROL
 FX0597
 FX0597.No superseded survey control is available for this station.
 FX0597
 FX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901177(NAD 83)
 FX0597_MARKER: DD = SURVEY DISK
 FX0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0597_STAMPING: NO 27 1953
 FX0597_PROJECTION: RECESSED 10 CENTIMETERS
 FX0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0597+STABILITY: SURFACE MOTION
 FX0597
 FX0597  HISTORY     - Date     Condition        Report By
 FX0597  HISTORY     - 1953     MONUMENTED       NC1460
 FX0597  HISTORY     - 1963     GOOD             NGS
 FX0597  HISTORY     - 1979     GOOD             NCGS
 FX0597
 FX0597                          STATION DESCRIPTION
 FX0597
 FX0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0597'AT ELIZABETH CITY.
 FX0597'AT ELIZABETH CITY, IN THE SOUTHWEST QUARTER OF THE INTERSECTION
 FX0597'OF ROAD AND MAIN STREETS, 24 FEET SOUTH OF CENTER LINE OF MAIN
 FX0597'STREET, 21 FEET WEST OF CENTER LINE OF ROAD STREET, 6 FEET
 FX0597'NORTHWEST OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE
 FX0597'POST 4 INCHES BELOW SIDEWALK SURFACE ACCESS TO WHICH IS HAD
 FX0597'THROUGH A 8-INCH IRON PLATE.
 FX0597
 FX0597                          STATION RECOVERY (1979)
 FX0597
 FX0597'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX0597'STATION IS LOCATED IN ELIZABETH CITY, 0.15 MILE SOUTHWEST OF
 FX0597'CITY WATER TOWER, 0.2 MILE SOUTH OF U.S. HIGHWAY 158,
 FX0597'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN STREET AND
 FX0597'ROAD STREET, UNDER AN 8 INCH IRON COVER 4 INCHES BELOW THE SIDEWALK.
 FX0597'THE STATION IS 24 FEET SOUTH OF THE CENTERLINE OF MAIN STREET
 FX0597'AND 21.0 FEET WEST OF THE CENTERLINE OF ROAD STREET.  A CITY OF
 FX0597'ELIZABETH CONTROL SURVEY DISK.
 FX0597'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5543 ***********************************************************************
 AA5543  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5543  CBN         -  This is a Cooperative Base Network Control Station.
 AA5543  DESIGNATION -  27 EG 1
 AA5543  PID         -  AA5543
 AA5543  STATE/COUNTY-  NC/BUNCOMBE
 AA5543  USGS QUAD   -  DUNSMORE MOUNTAIN (1967)
 AA5543
 AA5543                         *CURRENT SURVEY CONTROL
 AA5543  ___________________________________________________________________
 AA5543* NAD 83(2007)-  35 29 55.04172(N)    082 43 58.11488(W)     ADJUSTED  
 AA5543* NAVD 88     -       702.49   (meters)    2304.8    (feet)  GPS OBS   
 AA5543  ___________________________________________________________________
 AA5543  EPOCH DATE  -        2002.00
 AA5543  X           -     657,661.855 (meters)                     COMP
 AA5543  Y           -  -5,157,284.265 (meters)                     COMP
 AA5543  Z           -   3,683,434.478 (meters)                     COMP
 AA5543  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 AA5543  ELLIP HEIGHT-         673.183 (meters)          (02/10/07) ADJUSTED
 AA5543  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AA5543
 AA5543  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5543  Type    PID    Designation                      North   East  Ellip
 AA5543  -------------------------------------------------------------------
 AA5543  NETWORK AA5543 27 EG 1                           0.25   0.22   0.57
 AA5543  -------------------------------------------------------------------
 AA5543
 AA5543.The horizontal coordinates were established by GPS observations
 AA5543.and adjusted by the National Geodetic Survey in February 2007.
 AA5543
 AA5543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5543.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5543.The horizontal coordinates are valid at the epoch date displayed above.
 AA5543.The epoch date for horizontal control is a decimal equivalence
 AA5543.of Year/Month/Day.
 AA5543
 AA5543.The orthometric height was determined by GPS observations and a
 AA5543.high-resolution geoid model.
 AA5543.The orthometric height was determined by GPS observations and a
 AA5543.high-resolution geoid model using precise GPS observation and
 AA5543.processing techniques. It supersedes the leveled height previously
 AA5543.determined for this station.
 AA5543
 AA5543.Photographs are available for this station.
 AA5543
 AA5543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5543
 AA5543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5543
 AA5543.The ellipsoidal height was determined by GPS observations
 AA5543.and is referenced to NAD 83.
 AA5543
 AA5543.The geoid height was determined by GEOID03.
 AA5543
 AA5543;                    North         East     Units Scale Factor Converg.
 AA5543;SPC NC       -   200,341.669   271,039.704   MT  0.99988184   -2 09 16.1
 AA5543;SPC NC       -   657,287.63    889,236.10   sFT  0.99988184   -2 09 16.1
 AA5543;UTM  17      - 3,929,720.994   342,835.566   MT  0.99990440   -1 00 23.1
 AA5543
 AA5543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5543!SPC NC       -   0.99989435  x   0.99988184  =   0.99977620
 AA5543!UTM  17      -   0.99989435  x   0.99990440  =   0.99979876
 AA5543
 AA5543                          SUPERSEDED SURVEY CONTROL
 AA5543
 AA5543  NAD 83(2001)-  35 29 55.04181(N)    082 43 58.11492(W) AD(       ) B
 AA5543  ELLIP H (01/30/03)  673.180  (m)                       GP(       ) 4 2
 AA5543  NAD 83(1995)-  35 29 55.04188(N)    082 43 58.11476(W) AD(       ) B
 AA5543  ELLIP H (09/11/96)  673.163  (m)                       GP(       ) 4 1
 AA5543  NAD 83(1986)-  35 29 55.04930(N)    082 43 58.11473(W) AD(       ) 1
 AA5543  NAVD 88 (01/14/05)  702.475  (m)         2304.70   (f) ADJUSTED    2 2
 AA5543  NGVD 29 (09/30/94)  702.52   (m)         2304.9    (f) LEVELING    3  
 AA5543
 AA5543.Superseded values are not recommended for survey control.
 AA5543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5543.See file dsdata.txt to determine how the superseded data were derived.
 AA5543
 AA5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4283629721(NAD 83)
 AA5543_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA5543_SP_SET: PREFAB CONC. POST IN EARTH
 AA5543_STAMPING: 27 EG 1 1971
 AA5543_MARK LOGO: NCSHC 
 AA5543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5543+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 AA5543
 AA5543  HISTORY     - Date     Condition        Report By
 AA5543  HISTORY     - 1971     MONUMENTED       NCSHC
 AA5543  HISTORY     - 19910325 GOOD             NCGS
 AA5543  HISTORY     - 19950202 GOOD             NCGS
 AA5543  HISTORY     - 19950816 GOOD             NCGS
 AA5543  HISTORY     - 20030611 GOOD             NCGS
 AA5543  HISTORY     - 20031201 GOOD             PSOMAS
 AA5543  HISTORY     - 20031202 GOOD             NCGS
 AA5543  HISTORY     - 20040815 GOOD             GEOMET
 AA5543  HISTORY     - 20070613 GOOD             NCGS
 AA5543  HISTORY     - 20080409 GOOD             EDHOLM
 AA5543
 AA5543                          STATION DESCRIPTION
 AA5543
 AA5543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5543'RECOVERED AS DESCRIBED.
 AA5543
 AA5543                          STATION RECOVERY (1995)
 AA5543
 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AA5543'RECOVERED AS DESCRIBED.
 AA5543
 AA5543                          STATION RECOVERY (1995)
 AA5543
 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AA5543'RECOVERED AS DESCRIBED.
 AA5543'STATION IS LOCATED 12.3 MI (19.8 KM) WEST-SOUTHWEST OF ASHEVILLE AND
 AA5543'3.5 MI (5.6 KM) SOUTHWEST OF CHANDLER IN THE SOUTH HOMINY COMMUNITY.
 AA5543
 AA5543                          STATION RECOVERY (2003)
 AA5543
 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AA5543'RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISION. MARK IS 0.1 FT
 AA5543'(3.0 CM) WEST OF A FIBERGLASS WITNESS POST.
 AA5543
 AA5543                          STATION RECOVERY (2003)
 AA5543
 AA5543'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2003 (JLS)
 AA5543'RECOVERED AS DESCRIBED
 AA5543'
 AA5543
 AA5543                          STATION RECOVERY (2003)
 AA5543
 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AA5543'STATION IS LOCATED 12.3 MI (19.8 KM) WEST-SOUTHWEST OF ASHEVILLE AND
 AA5543'3.5 MI (5.6 KM) SOUTHWEST OF CANDLER, IN THE SOUTH HOMINY COMMUNITY.
 AA5543'TO REACH FROM THE INTERSECTION OF US 19/23 AND NC 151 AT THE POST
 AA5543'OFFICE IN CANDLER, PROCEED SOUTH ALONG NC 151 FOR 5.1 MI (8.2 KM) TO
 AA5543'THE INTERSECTION OF SR 3461, AND THE STATION LOCATED IN THE SOUTHEAST
 AA5543'QUADRANT OF THE INTERSECTION AND ON TOP OF A BANK.  MARK PROJECTS
 AA5543'0.1-FT ABOVE GROUND.  LOCATED 200.0 FT (61.0 M) SOUTHWEST OF A TWO
 AA5543'STORY BRICK DWELLING, 400.0 FT (121.9 M) NORTHEAST OF A ONE STORY
 AA5543'FRAME DWELLING, 22.9 FT (7.0 M) EAST OF THE CENTERLINE OF NC 151,
 AA5543'32.09 FT (9.78 M) SOUTHEAST OF A NAIL AND CAP IN THE WEST EDGE OF
 AA5543'PAVEMENT, 121.0 FT (36.9 M) SOUTHWEST OF A NAIL AND CAP IN AN ANCHOR
 AA5543'POLE, AND 106.42 FT (32.44 M) NORTHEAST OF THE BM REFERENCE MARK ( A
 AA5543'RAILROAD SPIKE IN AN ANCHOR POLE) .
 AA5543
 AA5543                          STATION RECOVERY (2004)
 AA5543
 AA5543'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5543'THE STATION IS LOCATED ABOUT 19.8 KM (12.3 MILES) SOUTHWEST OF
 AA5543'ASHEVILLE, 18.7 KM (11.6 MILES) NORTHWEST OF THE ASHEVILLE REGIONAL
 AA5543'AIRPORT, AND 16.7 KM (10.4 MILES) SOUTHEAST OF CLYDE.
 AA5543' 
 AA5543'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19/23 AND NC
 AA5543'151 AT  THE US POST OFFICE IN CANDLER, GO SOUTH ON NC 151 FOR 7.4 KM
 AA5543'(4.6 MILES) TO ITS  INTERSECTION WITH SR 3461 (EMMAS COVE ROAD) AND
 AA5543'THE STATION ON THE LEFT IN THE Y  BETWEEN THE ROADS.
 AA5543' 
 AA5543'THE STATION IS A STANDARD NCSHC BRONZE DISC --STAMPED 27 EG 1 1971--
 AA5543'SET IN THE TOP OF A  CONCRETE POST.  IT IS FLUSH WITH THE GROUND.  IT
 AA5543'IS 37.5 METERS (123.0 FEET) NORTHEAST FROM  UTILITY POLE NUMBER T17783
 AA5543'WITH A REFERENCE TAG, 17.7 METERS (58.0 FEET) SOUTHWEST FROM  THE WEST
 AA5543'EDGE OF PAVEMENT OF SR 3461, 15.6 METERS (51.2 FEET) NORTH FROM A
 AA5543'CONCRETE WELL  CAP, 7.0 METERS (23.0 FEET) SOUTHEAST FROM THE EDGE OF
 AA5543'PAVEMENT OF NC 151, 1.2 METERS (4.1  FEET) NORTHEAST FROM A FOUR INCH
 AA5543'DOGWOOD TREE, AND 0.1 METER (0.4 FOOT) NORTHWEST  FROM A WITNESS POST.
 AA5543'THE HH1 GPS IS N352955.04, W0824358.11.
 AA5543
 AA5543                          STATION RECOVERY (2007)
 AA5543
 AA5543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (MDB)
 AA5543'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS.  SR 3461 IS
 AA5543'EMMA'S COVE ROAD.  TREES HAVE BEEN PLANTED AROUND THE STATION, GPS
 AA5543'OBSERVATIONS NOT PRACTICAL.  STATION MOTHER WAS SET AS A REPLACEMENT.
 AA5543
 AA5543                          STATION RECOVERY (2008)
 AA5543
 AA5543'RECOVERY NOTE BY ED HOLMES SURVEYING 2008 (JAN)
 AA5543'LINE OF SIGHT TO WLOS TV TOWER IS BLOCKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2461 ***********************************************************************
 FY2461  DESIGNATION -  27 JS 1
 FY2461  PID         -  FY2461
 FY2461  STATE/COUNTY-  NC/ROCKINGHAM
 FY2461  USGS QUAD   -  NORTHEAST EDEN (1983)
 FY2461
 FY2461                         *CURRENT SURVEY CONTROL
 FY2461  ___________________________________________________________________
 FY2461* NAD 83(2001)-  36 30 24.48410(N)    079 44 45.89090(W)     ADJUSTED  
 FY2461* NAVD 88     -       201.13   (+/-2cm)     659.9    (feet)  VERTCON   
 FY2461  ___________________________________________________________________
 FY2461  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 FY2461  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 FY2461  HORZ ORDER  -  SECOND
 FY2461  VERT ORDER  -  THIRD ? (See Below)
 FY2461
 FY2461.The horizontal coordinates were established by classical geodetic methods
 FY2461.and adjusted by the National Geodetic Survey in August 2005.
 FY2461
 FY2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2461.The vertical order pertains to the NGVD 29 superseded value.
 FY2461
 FY2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2461
 FY2461.The geoid height was determined by GEOID03.
 FY2461
 FY2461;                    North         East     Units Scale Factor Converg.
 FY2461;SPC NC       -   306,090.045   542,757.962   MT  1.00011271   -0 25 50.2
 FY2461;SPC NC       - 1,004,230.42  1,780,698.41   sFT  1.00011271   -0 25 50.2
 FY2461;SPC VA S     - 1,019,987.484 3,388,368.856   MT  1.00005732   -0 45 22.6
 FY2461;SPC VA S     - 3,346,408.94 11,116,673.49   sFT  1.00005732   -0 45 22.6
 FY2461;UTM  17      - 4,040,893.542   612,287.887   MT  0.99975534   +0 44 45.8
 FY2461
 FY2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2461!SPC NC       -   0.99997355  x   1.00011271  =   1.00008625
 FY2461!SPC VA S     -   0.99997355  x   1.00005732  =   1.00003086
 FY2461!UTM  17      -   0.99997355  x   0.99975534  =   0.99972889
 FY2461
 FY2461                          SUPERSEDED SURVEY CONTROL
 FY2461
 FY2461  NAD 83(1993)-  36 30 24.48582(N)    079 44 45.89231(W) AD(       ) 2
 FY2461  NAD 83(1986)-  36 30 24.48981(N)    079 44 45.89517(W) AD(       ) 2
 FY2461  NAD 27      -  36 30 23.99202(N)    079 44 46.76690(W) AD(       ) 2
 FY2461  NGVD 29 (07/19/86)  201.36   (m)          660.6    (f) LEVELING    3  
 FY2461
 FY2461.Superseded values are not recommended for survey control.
 FY2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2461.See file dsdata.txt to determine how the superseded data were derived.
 FY2461
 FY2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1228840894(NAD 83)
 FY2461_MARKER: DD = SURVEY DISK
 FY2461_SETTING: 0 = UNSPECIFIED SETTING
 FY2461_STAMPING: 27 JS 1
 FY2461_MARK LOGO: NCSHC 
 FY2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2461
 FY2461  HISTORY     - Date     Condition        Report By
 FY2461  HISTORY     - 1969     MONUMENTED       NCSHC
 FY2461
 FY2461                          STATION DESCRIPTION
 FY2461
 FY2461'DESCRIBED BY NC STATE HWYS COMM 1969
 FY2461'27 JS 1 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2461'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY2461'
 FY2461'27 JS 1 IS LOCATED APPROXIMATELY 7.6 MILES NORTH OF WENTWORTH AND
 FY2461'9.4 MILES NE OF STONEVILLE, N.C., ON NC 770.  TO REACH STATION
 FY2461'PROCEED FROM THE INTERSECTION OF NC 14 AND THE DAN RIVER, SOUTH
 FY2461'OF EDEN, N.C., NORTH ALONG NC 14 FOR 1.9 MILES TO INTERSECTION OF
 FY2461'SR 1747.  TURN LEFT, (WEST) ON SR 1747 AND PROCEED FOR 0.14 MILE
 FY2461'TO INTERSECTION OF SR 1965, TURN RIGHT ONTO SR 1965 AND PROCEED
 FY2461'NORTH FOR 0.4 MILE TO INTERSECTION OF NC 770.  TURN RIGHT
 FY2461'(EAST) AND PROCEED FOR 0.1 MILE TO INTERSECTION OF SR 1725 (JACKSON
 FY2461'ST.).  STATION IS LOCATED IN THE NORTHWEST QUADRANT OF
 FY2461'INTERSECTION.
 FY2461'
 FY2461'STATION MARK IS A STANDARD NCSHC BRONZE DISK SET IN THE TOP OF A
 FY2461'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FY2461'
 FY2461'MARK IS
 FY2461'
 FY2461'17.00 FT N44 DEG E OF A NAIL AND CAP IN PP
 FY2461'
 FY2461'49.02 FT S75 DEG E OF CORNER OF 1-1/2 STORY FRAME DWELLING
 FY2461'
 FY2461'111.02 FT N40 DEG W OF CORNER OF A 1 STORY BRICK DWELLING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2262 ***********************************************************************
 FY2262  DESIGNATION -  27 MAX
 FY2262  PID         -  FY2262
 FY2262  STATE/COUNTY-  NC/ROCKINGHAM
 FY2262  USGS QUAD   -  REIDSVILLE (1994)
 FY2262
 FY2262                         *CURRENT SURVEY CONTROL
 FY2262  ___________________________________________________________________
 FY2262* NAD 83(1986)-  36 21 27.     (N)    079 38 29.     (W)     SCALED    
 FY2262* NAVD 88     -       244.284  (meters)     801.46   (feet)  ADJUSTED  
 FY2262  ___________________________________________________________________
 FY2262  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FY2262  DYNAMIC HT  -         244.076 (meters)     800.77  (feet)  COMP
 FY2262  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 FY2262
 FY2262  VERT ORDER  -  FIRST     CLASS II
 FY2262
 FY2262.The horizontal coordinates were scaled from a topographic map and have
 FY2262.an estimated accuracy of +/- 6 seconds.
 FY2262
 FY2262.The orthometric height was determined by differential leveling
 FY2262.and adjusted in June 1991.
 FY2262
 FY2262.The geoid height was determined by GEOID03.
 FY2262
 FY2262.The dynamic height is computed by dividing the NAVD 88
 FY2262.geopotential number by the normal gravity value computed on the
 FY2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2262.degrees latitude (g = 980.6199 gals.).
 FY2262
 FY2262.The modeled gravity was interpolated from observed gravity values.
 FY2262
 FY2262;                    North         East    Units  Estimated Accuracy
 FY2262;SPC NC       -   289,460.      552,030.      MT  (+/- 180 meters Scaled)
 FY2262
 FY2262                          SUPERSEDED SURVEY CONTROL
 FY2262
 FY2262  NGVD 29 (03/05/92)  244.511  (m)          802.20   (f) ADJUSTED    1 2
 FY2262
 FY2262.Superseded values are not recommended for survey control.
 FY2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2262.See file dsdata.txt to determine how the superseded data were derived.
 FY2262
 FY2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA218244(NAD 83)
 FY2262_MARKER: DB = BENCH MARK DISK
 FY2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2262_SP_SET: CONCRETE POST
 FY2262_STAMPING: 27 MAX 1971 802
 FY2262_MARK LOGO: USGS  
 FY2262_PROJECTION: PROJECTING 15 CENTIMETERS
 FY2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2262+STABILITY: SURFACE MOTION
 FY2262
 FY2262  HISTORY     - Date     Condition        Report By
 FY2262  HISTORY     - 1971     MONUMENTED       USGS
 FY2262  HISTORY     - 1982     GOOD             NCGS
 FY2262  HISTORY     - 19960912 GOOD             USPSQD
 FY2262
 FY2262                          STATION DESCRIPTION
 FY2262
 FY2262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2262'1.3 MI ESE FROM REIDSVILLE.
 FY2262'ALONG US 158, 0.8 MILE EAST OF INTERSECTION WITH NC 87 AND 0.85 MILE
 FY2262'WEST OF BRIDGE OVER US 29 BYPASS, IN YARD OF HOUSE (926), 40.2 FEET
 FY2262'NORTH OF CENTERLINE OF HIGHWAY, 35.5 FEET WEST OF CENTER OF DRIVE,
 FY2262'11.6 FEET EAST OF CENTER OF DRIVE AND 53.5 FEET SOUTH OF SOUTHEAST
 FY2262'CORNER OF HOUSE.
 FY2262'THE MARK IS 0.7 FT  W FROM A WITNESS POST.
 FY2262'THE MARK IS 2 FT BELOW HIGHWAY.
 FY2262
 FY2262                          STATION RECOVERY (1996)
 FY2262
 FY2262'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5093 ***********************************************************************
 AH5093  DESIGNATION -  27 MEA
 AH5093  PID         -  AH5093
 AH5093  STATE/COUNTY-  NC/JOHNSTON
 AH5093  USGS QUAD   -  PEACOCKS CROSSROADS (1986)
 AH5093
 AH5093                         *CURRENT SURVEY CONTROL
 AH5093  ___________________________________________________________________
 AH5093* NAD 83(2001)-  35 21 01.86091(N)    078 29 13.47027(W)     ADJUSTED  
 AH5093* NAVD 88     -        68.04   (meters)     223.2    (feet)  LEVELING  
 AH5093  ___________________________________________________________________
 AH5093  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AH5093  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH5093  HORZ ORDER  -  SECOND
 AH5093  VERT ORDER  -  THIRD ?
 AH5093
 AH5093.The horizontal coordinates were established by classical geodetic methods
 AH5093.and adjusted by the National Geodetic Survey in August 2005.
 AH5093
 AH5093.The orthometric height was determined by differential leveling.
 AH5093.The vertical network tie was performed by a horz. field party for horz.
 AH5093.obs reductions. Reset procedures were used to establish the elevation.
 AH5093
 AH5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5093
 AH5093.The geoid height was determined by GEOID03.
 AH5093
 AH5093;                    North         East     Units Scale Factor Converg.
 AH5093;SPC NC       -   177,665.887   656,218.568   MT  0.99987407   +0 17 45.8
 AH5093;SPC NC       -   582,892.16  2,152,943.75   sFT  0.99987407   +0 17 45.8
 AH5093;UTM  17      - 3,914,813.558   728,350.808   MT  1.00024265   +1 27 16.4
 AH5093
 AH5093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5093!SPC NC       -   0.99999465  x   0.99987407  =   0.99986872
 AH5093!UTM  17      -   0.99999465  x   1.00024265  =   1.00023730
 AH5093
 AH5093                          SUPERSEDED SURVEY CONTROL
 AH5093
 AH5093  NAD 83(1986)-  35 21 01.86638(N)    078 29 13.48020(W) AD(       ) 2
 AH5093
 AH5093.Superseded values are not recommended for survey control.
 AH5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5093.See file dsdata.txt to determine how the superseded data were derived.
 AH5093
 AH5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2835114814(NAD 83)
 AH5093_MARKER: DD = SURVEY DISK
 AH5093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5093_STAMPING: 27 MEA 1980 ELEV 224 FT
 AH5093_MARK LOGO: USGS  
 AH5093_PROJECTION: FLUSH
 AH5093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5093+STABILITY: SURFACE MOTION
 AH5093
 AH5093  HISTORY     - Date     Condition        Report By
 AH5093  HISTORY     - 1980     MONUMENTED       USGS
 AH5093  HISTORY     - 19850615 GOOD             NGS
 AH5093  HISTORY     - 19861011 GOOD             NCGS
 AH5093
 AH5093                          STATION DESCRIPTION
 AH5093
 AH5093'DESCRIBED BY US GEOLOGICAL SURVEY 1980
 AH5093'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) EAST OF BENSON ALONG THE
 AH5093'EAST RIGHT OF WAY OF STATE HIGHWAY 50 AT THE INTERSECTION OF SR 1171,
 AH5093'SR 1176 AND STATE 50, LOCALLY KNOWN AS FIVE POINT.  OWNERSHIP--STATE
 AH5093'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH5093'HIGHWAY 50 AND INTERSTATE 95 OVERPASS AT THE EAST EDGE OF BENSON, GO
 AH5093'EAST ON STATE 50 FOR 5.84 KM (3.60 MI) TO THE MARK ON THE LEFT JUST
 AH5093'BEFORE REACHING SR 1176 ON THE LEFT.  THE MARK TIED BY TRAVERSE FROM
 AH5093'SIX POINT AZ MK.  THE STATION IS A STANDARD USGS DISK STAMPED---27 MEA
 AH5093'1980 ELEV 224 FT---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 AH5093'15 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 0.30
 AH5093'METERS (0.98 FT) SOUTHEAST FROM A WITNESS POST, 0.55 METERS (1.80 FT)
 AH5093'NORTHWEST FROM POWELINE POLE NO 76, 15.75 METERS (51.67 FT) NORTHEAST
 AH5093'FROM THE C/L OF STATE HIGHWAY 50, 43.45 METERS (142.55 FT) NORTHWEST
 AH5093'FROM THE EAST END OF THE WEST-MOST TRAFFIC ISLAND IN SR 1176, 26.45
 AH5093'METERS (86.78 FT) SOUTHWEST FROM THE C/L OF SR 1171.
 AH5093
 AH5093                          STATION RECOVERY (1985)
 AH5093
 AH5093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 AH5093'THE STATION IS LOCATED 5.84 KM (3.60 MI) EAST ALONG STATE HIGHWAY 50
 AH5093'FROM THE INTERSECTION WITH INTERSTATE 95 AT THE EAST EDGE OF BENSON TO
 AH5093'SR 1176 AND THE MARK ON THE LEFT, 0.55 METERS (1.80 FT) NORTHWEST OF
 AH5093'POWERLINE POLE NO 76, 15.75 METERS (51.67 FT) NORTHEAST OF THE
 AH5093'CENTERLINE OF STATE 50, 43.45 METERS (142.55 FT) NORTHWEST OF THE EAST
 AH5093'END OF THE WEST-MOST TRAFFIC ISLAND IN SR 1176 AND 26.45 METERS (86.78
 AH5093'FT) SOUTHWEST OF THE CENTERLINE OF SR 1171.
 AH5093
 AH5093                          STATION RECOVERY (1986)
 AH5093
 AH5093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8664 ***********************************************************************
 DF8664  DESIGNATION -  27 MEA
 DF8664  PID         -  DF8664
 DF8664  STATE/COUNTY-  NC/PERQUIMANS
 DF8664  USGS QUAD   -  HERTFORD (1982)
 DF8664
 DF8664                         *CURRENT SURVEY CONTROL
 DF8664  ___________________________________________________________________
 DF8664* NAD 83(2007)-  36 13 36.02608(N)    076 28 48.33220(W)     ADJUSTED  
 DF8664* NAVD 88     -         4.84   (meters)      15.9    (feet)  LEVELING  
 DF8664  ___________________________________________________________________
 DF8664  EPOCH DATE  -        2002.00
 DF8664  X           -   1,204,252.084 (meters)                     COMP
 DF8664  Y           -  -5,008,404.063 (meters)                     COMP
 DF8664  Z           -   3,748,491.891 (meters)                     COMP
 DF8664  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 DF8664  ELLIP HEIGHT-         -31.934 (meters)          (02/10/07) ADJUSTED
 DF8664  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 DF8664
 DF8664  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8664  Type    PID    Designation                      North   East  Ellip
 DF8664  -------------------------------------------------------------------
 DF8664  NETWORK DF8664 27 MEA                            0.78   0.61   1.18
 DF8664  -------------------------------------------------------------------
 DF8664  VERT ORDER  -  THIRD ?
 DF8664
 DF8664.The horizontal coordinates were established by GPS observations
 DF8664.and adjusted by the National Geodetic Survey in February 2007.
 DF8664
 DF8664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8664.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8664.The horizontal coordinates are valid at the epoch date displayed above.
 DF8664.The epoch date for horizontal control is a decimal equivalence
 DF8664.of Year/Month/Day.
 DF8664
 DF8664.The orthometric height was determined by differential leveling.
 DF8664.The vertical network tie was performed by a horz. field party for horz.
 DF8664.obs reductions. Reset procedures were used to establish the elevation.
 DF8664
 DF8664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8664
 DF8664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8664
 DF8664.The ellipsoidal height was determined by GPS observations
 DF8664.and is referenced to NAD 83.
 DF8664
 DF8664.The geoid height was determined by GEOID03.
 DF8664
 DF8664;                    North         East     Units Scale Factor Converg.
 DF8664;SPC NC       -   277,627.689   836,133.005   MT  1.00001730   +1 27 15.9
 DF8664;SPC NC       -   910,850.18  2,743,213.03   sFT  1.00001730   +1 27 15.9
 DF8664;UTM  18      - 4,010,105.878   366,981.093   MT  0.99981801   -0 52 29.4
 DF8664
 DF8664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8664!SPC NC       -   1.00000501  x   1.00001730  =   1.00002231
 DF8664!UTM  18      -   1.00000501  x   0.99981801  =   0.99982302
 DF8664
 DF8664                          SUPERSEDED SURVEY CONTROL
 DF8664
 DF8664  NAD 83(1986)-  36 13 36.04179(N)    076 28 48.34913(W) AD(       ) 1
 DF8664  NAD 83(2001)-  36 13 36.02670(N)    076 28 48.33183(W) AD(       ) 1
 DF8664  ELLIP H (10/17/03)  -31.940  (m)                       GP(       ) 5 1
 DF8664
 DF8664.Superseded values are not recommended for survey control.
 DF8664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8664.See file dsdata.txt to determine how the superseded data were derived.
 DF8664
 DF8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6698110106(NAD 83)
 DF8664_MARKER: DV = VERTICAL CONTROL DISK
 DF8664_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8664_STAMPING: 27 MEA 1976 17
 DF8664_MARK LOGO: USGS  
 DF8664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8664+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1994
 DF8664
 DF8664  HISTORY     - Date     Condition        Report By
 DF8664  HISTORY     - 1976     MONUMENTED       USGS
 DF8664  HISTORY     - 19940113 GOOD             NCGS
 DF8664
 DF8664                          STATION DESCRIPTION
 DF8664
 DF8664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8664'RECOVERED IN GOOD CONDITION.
 DF8664'STATION IS ABOUT 2.5 MI (4.0 KM) NORTH-NORTHWEST OF HERTFORD, AND 1.2
 DF8664'MI (1.9 KM) WEST-NORTHWEST OF WINFALL.
 DF8664'ALONG NC 37 FOR 1.2 MI (1.9 KM) WEST-NORTHWEST FROM THE POST OFFICE
 DF8664'(IN WINFALL), IN THE NORTHWEST QUADRANT OF THE INTERSECTION WITH SR
 DF8664'1215.
 DF8664'MARK IS SET IN A CONCRETE POST ABOUT 1/2-FOOT LOWER THAN NC 37, AND IS
 DF8664'RECESSED 4 INCHES BELOW THE GROUND. LOCATED 59.0 FT (18.0 M) NORTH OF
 DF8664'THE CENTERLINE INTERSECTION OF NC 37 AND SR 1215, 41.0 FT (12.5 M)
 DF8664'NORTHEAST OF THE CENTERLINE OF NC 37, 29.0 FT (8.8 M) NORTHWEST OF THE
 DF8664'CENTERLINE OF SR 1215, 2.9 FT (0.9 M) NORTHEAST OF A POWER POLE WITH
 DF8664'REFERENCE TAG, AND 0.5 FT (15.2 CM) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6926 ***********************************************************************
 DG6926  DESIGNATION -  27 MEA
 DG6926  PID         -  DG6926
 DG6926  STATE/COUNTY-  NC/FRANKLIN
 DG6926  USGS QUAD   -  GOLD SAND (1981)
 DG6926
 DG6926                         *CURRENT SURVEY CONTROL
 DG6926  ___________________________________________________________________
 DG6926* NAD 83(2007)-  36 09 02.35340(N)    078 14 02.56703(W)     ADJUSTED  
 DG6926* NAVD 88     -       112.95   (meters)     370.6    (feet)  LEVELING  
 DG6926  ___________________________________________________________________
 DG6926  EPOCH DATE  -        2002.00
 DG6926  X           -   1,051,427.121 (meters)                     COMP
 DG6926  Y           -  -5,047,880.623 (meters)                     COMP
 DG6926  Z           -   3,741,749.576 (meters)                     COMP
 DG6926  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 DG6926  ELLIP HEIGHT-          79.372 (meters)          (02/10/07) ADJUSTED
 DG6926  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 DG6926
 DG6926  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6926  Type    PID    Designation                      North   East  Ellip
 DG6926  -------------------------------------------------------------------
 DG6926  NETWORK DG6926 27 MEA                            0.69   0.57   1.49
 DG6926  -------------------------------------------------------------------
 DG6926  VERT ORDER  -  THIRD ?
 DG6926
 DG6926.The horizontal coordinates were established by GPS observations
 DG6926.and adjusted by the National Geodetic Survey in February 2007.
 DG6926
 DG6926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6926.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6926.The horizontal coordinates are valid at the epoch date displayed above.
 DG6926.The epoch date for horizontal control is a decimal equivalence
 DG6926.of Year/Month/Day.
 DG6926
 DG6926.The orthometric height was determined by differential leveling.
 DG6926.The vertical network tie was performed by a horz. field party for horz.
 DG6926.obs reductions. Reset procedures were used to establish the elevation.
 DG6926
 DG6926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6926
 DG6926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6926
 DG6926.The ellipsoidal height was determined by GPS observations
 DG6926.and is referenced to NAD 83.
 DG6926
 DG6926.The geoid height was determined by GEOID03.
 DG6926
 DG6926;                    North         East     Units Scale Factor Converg.
 DG6926;SPC NC       -   266,582.833   678,529.840   MT  0.99999557   +0 26 31.5
 DG6926;SPC NC       -   874,613.84  2,226,143.32   sFT  0.99999557   +0 26 31.5
 DG6926;UTM  17      - 4,004,203.236   748,843.451   MT  1.00036305   +1 37 57.0
 DG6926
 DG6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6926!SPC NC       -   0.99998754  x   0.99999557  =   0.99998311
 DG6926!UTM  17      -   0.99998754  x   1.00036305  =   1.00035059
 DG6926
 DG6926                          SUPERSEDED SURVEY CONTROL
 DG6926
 DG6926  NAD 83(1986)-  36 09 02.35783(N)    078 14 02.57882(W) AD(       ) 1
 DG6926  NAD 83(2001)-  36 09 02.35410(N)    078 14 02.56689(W) AD(       ) 1
 DG6926  ELLIP H (07/14/04)   79.367  (m)                       GP(       ) 4 2
 DG6926
 DG6926.Superseded values are not recommended for survey control.
 DG6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6926.See file dsdata.txt to determine how the superseded data were derived.
 DG6926
 DG6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4884304203(NAD 83)
 DG6926_MARKER: DB = BENCH MARK DISK
 DG6926_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6926_STAMPING: 27 MEA 1971 372
 DG6926_MARK LOGO: USGS  
 DG6926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6926+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2000
 DG6926
 DG6926  HISTORY     - Date     Condition        Report By
 DG6926  HISTORY     - 1971     MONUMENTED       USGS
 DG6926  HISTORY     - 20000515 GOOD             NCGS
 DG6926
 DG6926                          STATION DESCRIPTION
 DG6926
 DG6926'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6926'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF LOUISBURG AND
 DG6926'1.9 MI (3.1 KM) SOUTHEAST OF MOULTON. PROCEED ALONG NC 561 FOR 5.0 MI
 DG6926'(8.0 KM) EAST FROM US 401/NC 39 (BICKETT BOULEVARD) IN LOUISBURG TO SR
 DG6926'1002 (DUKE VALENTINE-WYNNE ROAD), THENCE NORTHWEST ALONG SR 1002 FOR
 DG6926'1.3 MI (2.1 KM) TO SR 1430 (PERDUES ROAD), IN THE SOUTHWEST QUADRANT
 DG6926'AND NEAR A FENCE. MARK IS ABOUT LEVEL WITH SR 1430 AND PROJECTS
 DG6926'5-INCHES ABOVE GROUND. LOCATED 46.7 FT (14.2 M) NORTHWEST OF THE
 DG6926'CENTERLINE OF SR 1430, 55.3 FT (16.9 M) SOUTH-SOUTHWEST OF THE
 DG6926'CENTERLINE OF SR 1002, 49.8 FT (15.2 M) NORTH-NORTHEAST OF A TELEPHONE
 DG6926'PEDISTAL (1430R 59W), 10.7 FT (3.3 M) SOUTH-SOUTHWEST OF A 10-INCH
 DG6926'FENCE POST WITH REFERENCE TAG AND 0.5 FT (15.2 CM) NORTHEAST OF A
 DG6926'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2249 ***********************************************************************
 EA2249  DESIGNATION -  27 PLUS
 EA2249  PID         -  EA2249
 EA2249  STATE/COUNTY-  NC/ONSLOW
 EA2249  USGS QUAD   -  HUBERT (1988)
 EA2249
 EA2249                         *CURRENT SURVEY CONTROL
 EA2249  ___________________________________________________________________
 EA2249* NAD 83(2001)-  34 40 20.65264(N)    077 08 00.91505(W)     ADJUSTED  
 EA2249* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2249  ___________________________________________________________________
 EA2249  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA2249  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2249  HORZ ORDER  -  THIRD
 EA2249
 EA2249.The horizontal coordinates were established by classical geodetic methods
 EA2249.and adjusted by the National Geodetic Survey in August 2005.
 EA2249
 EA2249.The orthometric height was scaled from a topographic map.
 EA2249
 EA2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2249
 EA2249.The geoid height was determined by GEOID03.
 EA2249
 EA2249;                    North         East     Units Scale Factor Converg.
 EA2249;SPC NC       -   103,931.393   780,635.675   MT  0.99992336   +1 04 38.1
 EA2249;SPC NC       -   340,981.58  2,561,135.54   sFT  0.99992336   +1 04 38.1
 EA2249;UTM  18      - 3,838,785.971   304,517.781   MT  1.00007102   -1 12 50.9
 EA2249
 EA2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2249!SPC NC       -   1.00000588  x   0.99992336  =   0.99992924
 EA2249!UTM  18      -   1.00000588  x   1.00007102  =   1.00007690
 EA2249
 EA2249                          SUPERSEDED SURVEY CONTROL
 EA2249
 EA2249  NAD 83(1986)-  34 40 20.66515(N)    077 08 00.92657(W) AD(       ) 3
 EA2249  NAD 27      -  34 40 20.08000(N)    077 08 02.10300(W) AD(       ) 3
 EA2249
 EA2249.Superseded values are not recommended for survey control.
 EA2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2249.See file dsdata.txt to determine how the superseded data were derived.
 EA2249
 EA2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0451838786(NAD 83)
 EA2249_MARK LOGO: USE   
 EA2249
 EA2249  HISTORY     - Date     Condition        Report By
 EA2249  HISTORY     - 1933     MONUMENTED       CGS
 EA2249  HISTORY     - 1950     GOOD             CGS
 EA2249  HISTORY     - 1965     GOOD             CGS
 EA2249
 EA2249                          STATION DESCRIPTION
 EA2249
 EA2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2249'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 EA2249'FOLLOWS--LOCATED APPROXIMATELY 1.0 MILES SW OF SWANSBORO, N.C.,
 EA2249'APPROXIMATELY 450 FT. N OF BEACON NO. 49, 79.0 FT. S (OUTSIDE) OF
 EA2249'MHWL.
 EA2249'
 EA2249'MARKED BY A TWO INCH IRON PIPE PROJECTING 2 FT. ABOVE MHW.
 EA2249
 EA2249                          STATION RECOVERY (1965)
 EA2249
 EA2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2249'A TWO INCH IRON PIPE PROJECTING TWO FEET ABOVE GROUND AND BADLY
 EA2249'RUSTED ON TOP WAS RECOVERED AND IS BELIEVED TO BE THE
 EA2249'STATION.  THE STATION IS APPROXIMATEY 2700 YARDS SOUTHWEST OF
 EA2249'THE SWANSBORO MUNICIPAL WATER TANK, ABOUT 500 FEET SOUTHWEST
 EA2249'OF INTRACOASTAL WATERWAY LIGHT NUMBER 49, 96.0 FEET SOUTH OF THE
 EA2249'NORTH EDGE OF THE ISLAND (MEAN HIGH WATER LINE), NEAR THE BOTTOM
 EA2249'OF THE EAST SLOPE OF A RIDGE RUNNING NORTHWEST - SOUTHEAST,
 EA2249'40.0 FEET EAST OF THE EDGE OF BRUSH AND 3.0 FEET EAST OF A
 EA2249'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1036 ***********************************************************************
 FY1036  DESIGNATION -  27 WC 1
 FY1036  PID         -  FY1036
 FY1036  STATE/COUNTY-  NC/ALAMANCE
 FY1036  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1036
 FY1036                         *CURRENT SURVEY CONTROL
 FY1036  ___________________________________________________________________
 FY1036* NAD 83(1986)-  36 08 41.     (N)    079 25 22.     (W)     SCALED    
 FY1036* NAVD 88     -       198.555  (meters)     651.43   (feet)  ADJUSTED  
 FY1036  ___________________________________________________________________
 FY1036  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FY1036  DYNAMIC HT  -         198.398 (meters)     650.91  (feet)  COMP
 FY1036  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 FY1036
 FY1036  VERT ORDER  -  SECOND    CLASS 0
 FY1036
 FY1036.The horizontal coordinates were scaled from a topographic map and have
 FY1036.an estimated accuracy of +/- 6 seconds.
 FY1036
 FY1036.The orthometric height was determined by differential leveling
 FY1036.and adjusted in June 1991.
 FY1036
 FY1036.The geoid height was determined by GEOID03.
 FY1036
 FY1036.The dynamic height is computed by dividing the NAVD 88
 FY1036.geopotential number by the normal gravity value computed on the
 FY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1036.degrees latitude (g = 980.6199 gals.).
 FY1036
 FY1036.The modeled gravity was interpolated from observed gravity values.
 FY1036
 FY1036;                    North         East    Units  Estimated Accuracy
 FY1036;SPC NC       -   265,740.      571,550.      MT  (+/- 180 meters Scaled)
 FY1036
 FY1036                          SUPERSEDED SURVEY CONTROL
 FY1036
 FY1036  NGVD 29 (??/??/92)  198.809  (m)          652.26   (f) ADJ UNCH    2 0
 FY1036
 FY1036.Superseded values are not recommended for survey control.
 FY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1036.See file dsdata.txt to determine how the superseded data were derived.
 FY1036
 FY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA418011(NAD 83)
 FY1036_MARKER: DE = TRAVERSE STATION DISK
 FY1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1036_STAMPING: 27 WC 1 1969
 FY1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1036+STABILITY: SURFACE MOTION
 FY1036
 FY1036  HISTORY     - Date     Condition        Report By
 FY1036  HISTORY     - 1969     MONUMENTED       NCHPWC
 FY1036  HISTORY     - 1973     GOOD             NCGS
 FY1036  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 FY1036  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 FY1036  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY1036
 FY1036                          STATION DESCRIPTION
 FY1036
 FY1036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1036'3.5 MI NNE FROM BURLINGTON.
 FY1036'27 WC 1 IS LOCATED AT THE INTERSECTION OF NC 62, SR 1001, SR 1599
 FY1036'AND SR 1730 (MIDWAY BETWEEN NC 62 BRIDGES OVER HAW RIVER AND
 FY1036'STONY CREEK) ON NORTH SIDE OF TRIANGLE INTERSECTION BETWEEN
 FY1036'NC 62 AND SR 1001, 42.7 FT W OF C/L OF NC 62, 53.0 FT E OF C/L
 FY1036'OF SR 1001, 15.2 FT NE OF N END OF CULVERT (UNDER CONNECTOR
 FY1036'ROAD), AND 32.0 FT SE OF PP W/ALUMINUM REF. TAG.  STATION IS SET
 FY1036'IN PRECAST MONUMENT SET FLUSH WITH THE GROUND.
 FY1036
 FY1036                          STATION RECOVERY (1991)
 FY1036
 FY1036'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1036'MARK NOT FOUND.
 FY1036
 FY1036                          STATION RECOVERY (2004)
 FY1036
 FY1036'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1036'MARK NOT FOUND.
 FY1036
 FY1036                          STATION RECOVERY (2005)
 FY1036
 FY1036'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9448 ***********************************************************************
 AF9448  DESIGNATION -  27 WCE
 AF9448  PID         -  AF9448
 AF9448  STATE/COUNTY-  NC/STOKES
 AF9448  USGS QUAD   -  NETTLERIDGE (1982)
 AF9448
 AF9448                         *CURRENT SURVEY CONTROL
 AF9448  ___________________________________________________________________
 AF9448* NAD 83(1986)-  36 30 07.     (N)    080 07 44.     (W)     SCALED    
 AF9448* NAVD 88     -       344.53   (+/-2cm)    1130.3    (feet)  VERTCON   
 AF9448  ___________________________________________________________________
 AF9448  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AF9448  VERT ORDER  -  THIRD (See Below)
 AF9448
 AF9448.The horizontal coordinates were scaled from a topographic map and have
 AF9448.an estimated accuracy of +/- 6 seconds.
 AF9448
 AF9448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9448.The vertical order pertains to the NGVD 29 superseded value.
 AF9448
 AF9448.The geoid height was determined by GEOID03.
 AF9448
 AF9448;                    North         East    Units  Estimated Accuracy
 AF9448;SPC NC       -   305,880.      508,460.      MT  (+/- 180 meters Scaled)
 AF9448
 AF9448                          SUPERSEDED SURVEY CONTROL
 AF9448
 AF9448  NGVD 29 (07/20/98)  344.70   (m)         1130.9    (f) LEVELING    3  
 AF9448
 AF9448.Superseded values are not recommended for survey control.
 AF9448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9448.See file dsdata.txt to determine how the superseded data were derived.
 AF9448
 AF9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA780399(NAD 83)
 AF9448_MARKER: DD = SURVEY DISK
 AF9448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AF9448_SP_SET: CONCRETE WELL COVER
 AF9448_STAMPING: ET 27 WCE 1963
 AF9448_MARK LOGO: USGS  
 AF9448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9448+STABILITY: SURFACE MOTION
 AF9448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9448+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1993
 AF9448
 AF9448  HISTORY     - Date     Condition        Report By
 AF9448  HISTORY     - 1963     MONUMENTED       USGS
 AF9448  HISTORY     - 19930201 GOOD             NCGS
 AF9448
 AF9448                          STATION DESCRIPTION
 AF9448
 AF9448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9448'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM)  NORTH-NORTHEAST OF DANBURY
 AF9448'AND 1.4 MI (2.3 KM)  WEST OF SANDY RIDGE, IN OAK RIDGE COMMUNITY.
 AF9448'ALONG NC 704 FOR 1.6 MI (2.6 KM)  WEST FROM THE POST OFFICE IN SANDY
 AF9448'RIDGE TO OAK RIDGE CHURCH, IN THE NORTHEAST CORNER OF A CONCRETE WELL
 AF9448'COVER. MARK IS ABOUT 1 FOOT (0.3 M)  LOWER THAN THE HIGHWAY AND FLUSH
 AF9448'WITH THE GROUND. LOCATED 87.5 FT (26.7 M)  SOUTH-SOUTHWEST OF THE
 AF9448'CENTERLINE OF THE HIGHWAY, 5.5 FT (1.7 M)  WEST OF THE EDGE OF ASPHALT
 AF9448'DRIVEWAY, 36.5 FT (11.1 M)  EAST OF A WIRE FENCE, 6.0 FT (1.8 M)
 AF9448'NORTHEAST OF NORTHWEST CORNER OF BRICK WELL HOUSE, AND 78.7 FT (24.0
 AF9448'M)  NORTHWEST OF THE NORTHWEST CORNER OF BRICK CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5722 ***********************************************************************
 EZ5722  DESIGNATION -  27 WSM
 EZ5722  PID         -  EZ5722
 EZ5722  STATE/COUNTY-  NC/RICHMOND
 EZ5722  USGS QUAD   -  NORMAN (1983)
 EZ5722
 EZ5722                         *CURRENT SURVEY CONTROL
 EZ5722  ___________________________________________________________________
 EZ5722* NAD 83(2001)-  35 10 25.00320(N)    079 43 35.76803(W)     NO CHECK  
 EZ5722* NAVD 88     -       186.968  (meters)     613.41   (feet)  ADJUSTED  
 EZ5722  ___________________________________________________________________
 EZ5722  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 EZ5722  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 EZ5722  DYNAMIC HT  -         186.798 (meters)     612.85  (feet)  COMP
 EZ5722  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 EZ5722
 EZ5722  HORZ ORDER  -  SECOND
 EZ5722  VERT ORDER  -  SECOND    CLASS II
 EZ5722
 EZ5722.The horizontal coordinates were established by classical geodetic methods
 EZ5722.and adjusted by the National Geodetic Survey in August 2005.
 EZ5722.No horizontal observational check was made to the station.
 EZ5722
 EZ5722.The orthometric height was determined by differential leveling
 EZ5722.and adjusted in August 2000.
 EZ5722
 EZ5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5722
 EZ5722.The geoid height was determined by GEOID03.
 EZ5722
 EZ5722.The dynamic height is computed by dividing the NAVD 88
 EZ5722.geopotential number by the normal gravity value computed on the
 EZ5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5722.degrees latitude (g = 980.6199 gals.).
 EZ5722
 EZ5722.The modeled gravity was interpolated from observed gravity values.
 EZ5722
 EZ5722;                    North         East     Units Scale Factor Converg.
 EZ5722;SPC NC       -   158,163.365   543,420.399   MT  0.99987352   -0 25 09.7
 EZ5722;SPC NC       -   518,907.64  1,782,871.76   sFT  0.99987352   -0 25 09.7
 EZ5722;UTM  17      - 3,893,038.612   615,956.927   MT  0.99976571   +0 44 01.1
 EZ5722
 EZ5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5722!SPC NC       -   0.99997551  x   0.99987352  =   0.99984903
 EZ5722!UTM  17      -   0.99997551  x   0.99976571  =   0.99974122
 EZ5722
 EZ5722                          SUPERSEDED SURVEY CONTROL
 EZ5722
 EZ5722  NAD 83(1986)-  35 10 25.01162(N)    079 43 35.77454(W) AD(       ) 2
 EZ5722  NGVD 29 (03/28/90)  187.41   (m)          614.9    (f) LEVELING    3  
 EZ5722
 EZ5722.Superseded values are not recommended for survey control.
 EZ5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5722.See file dsdata.txt to determine how the superseded data were derived.
 EZ5722
 EZ5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1595793039(NAD 83)
 EZ5722_MARKER: DB = BENCH MARK DISK
 EZ5722_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5722_STAMPING: 27 WSM 1949 614 FEET
 EZ5722_MARK LOGO: USGS  
 EZ5722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ5722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ5722+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 EZ5722
 EZ5722  HISTORY     - Date     Condition        Report By
 EZ5722  HISTORY     - 1949     MONUMENTED       USGS
 EZ5722  HISTORY     - 19980122 GOOD             NCGS
 EZ5722
 EZ5722                          STATION DESCRIPTION
 EZ5722
 EZ5722'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EZ5722'THE STATION IS LOCATED IN NORMAN.
 EZ5722'
 EZ5722'TO REACH THE STATION FROM THE INTERSECTION OF US 220 AND SR 1321
 EZ5722'(MOORE STREET) IN NORMAN, PROCEED NORTHERLY ALONG US 220 FOR 0.35 MILE
 EZ5722'TO INTERSECTION WITH SR 1153, AND STATION ON THE LEFT IN FORK, 0.2
 EZ5722'MILE SOUTH OF THE MONTGOMERY/RICHMOND COUNTY LINE.
 EZ5722'
 EZ5722'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---27 WSM 1949 614
 EZ5722'FEET---SET IN THE TOP OF A CONCRETE PRECAST WHICH IS 4 INCHES ABOVE
 EZ5722'THE GROUND SURFACE.  THE MARK IS 32.4 FEET SOUTHWEST OF CENTERLINE OF
 EZ5722'US 220, 88.4 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1153, 2.0 FEET
 EZ5722'NORTH-NORTHWEST OF POWER POLE 5366 WITH REFERENCE TAG, 48.6 FEET EAST
 EZ5722'SOUTHEAST OF NORTHEAST CORNER WHITE SHINGLE HOUSE AND 89.2 FEET SOUTH
 EZ5722'SOUTHEAST OF CENTERLINE OF DRIVEWAY.
 EZ5722
 EZ5722                          STATION RECOVERY (1998)
 EZ5722
 EZ5722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ5722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1363 ***********************************************************************
 FY1363  DESIGNATION -  27 WSM RESET
 FY1363  PID         -  FY1363
 FY1363  STATE/COUNTY-  NC/GUILFORD
 FY1363  USGS QUAD   -  SUMMERFIELD (1994)
 FY1363
 FY1363                         *CURRENT SURVEY CONTROL
 FY1363  ___________________________________________________________________
 FY1363* NAD 83(1986)-  36 12 26.     (N)    079 54 37.     (W)     SCALED    
 FY1363* NAVD 88     -       279.815  (meters)     918.03   (feet)  ADJUSTED  
 FY1363  ___________________________________________________________________
 FY1363  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FY1363  DYNAMIC HT  -         279.568 (meters)     917.22  (feet)  COMP
 FY1363  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 FY1363
 FY1363  VERT ORDER  -  SECOND    CLASS 0
 FY1363
 FY1363.The horizontal coordinates were scaled from a topographic map and have
 FY1363.an estimated accuracy of +/- 6 seconds.
 FY1363
 FY1363.The orthometric height was determined by differential leveling
 FY1363.and adjusted in June 1991.
 FY1363
 FY1363.The geoid height was determined by GEOID03.
 FY1363
 FY1363.The dynamic height is computed by dividing the NAVD 88
 FY1363.geopotential number by the normal gravity value computed on the
 FY1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1363.degrees latitude (g = 980.6199 gals.).
 FY1363
 FY1363.The modeled gravity was interpolated from observed gravity values.
 FY1363
 FY1363;                    North         East    Units  Estimated Accuracy
 FY1363;SPC NC       -   272,970.      527,740.      MT  (+/- 180 meters Scaled)
 FY1363
 FY1363                          SUPERSEDED SURVEY CONTROL
 FY1363
 FY1363  NGVD 29 (??/??/92)  280.021  (m)          918.70   (f) ADJ UNCH    2 0
 FY1363
 FY1363.Superseded values are not recommended for survey control.
 FY1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1363.See file dsdata.txt to determine how the superseded data were derived.
 FY1363
 FY1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA979074(NAD 83)
 FY1363_MARKER: DD = SURVEY DISK
 FY1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1363_STAMPING: 27 WSW 1950 RESET 1967
 FY1363_MARK LOGO: USGS  
 FY1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1363+STABILITY: SURFACE MOTION
 FY1363
 FY1363  HISTORY     - Date     Condition        Report By
 FY1363  HISTORY     - 1967     MONUMENTED       USGS
 FY1363  HISTORY     - 1973     GOOD             NCGS
 FY1363
 FY1363                          STATION DESCRIPTION
 FY1363
 FY1363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1363'0.7 MI NW FROM SUMMERFIELD.
 FY1363'27 WSM IS LOCATED 11.4 MILES NW OF GREENSBORO.  TO REACH FROM
 FY1363'INTERSECTION OF U.S. 220 AND NC 150 NORTH OF SUMMERFIELD,
 FY1363'PROCEED WEST ALONG NC 150 FOR 0.35 MILES TO BRIDGE OVER SOUTHERN
 FY1363'R/R AND STATION APPROXIMATELY 130 FT WEST AND 70 FT NORTH OF
 FY1363'CENTER OF BRIDGE, AND ON EAST SIDE OF YARD OF BRICK HOME, 86.7
 FY1363'FT (SLOPE) NNW OF C/L OF NC 150, 61.5 FT ENE OF SE CORNER OF
 FY1363'BRICK HOME, 57.5 FT E OF NE CORNER OF BRICK HOME, AND 34.0 FT
 FY1363'NNW OF A 60 IN OAK W/ALUMINUM REF. TAG.  DISK IS SET IN TOP OF A
 FY1363'CONCRETE PRECAST PROJECTING 2 INCHES ABOVE THE SURFACE OF THE
 FY1363'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5979 ***********************************************************************
 AE5979  DESIGNATION -  27.8
 AE5979  PID         -  AE5979
 AE5979  STATE/COUNTY-  NC/PAMLICO
 AE5979  USGS QUAD   -  CHERRY POINT (1994)
 AE5979
 AE5979                         *CURRENT SURVEY CONTROL
 AE5979  ___________________________________________________________________
 AE5979* NAD 83(2001)-  34 58 13.76320(N)    076 48 23.14205(W)     ADJUSTED  
 AE5979* NAVD 88     -         7.666  (meters)      25.15   (feet)  ADJUSTED  
 AE5979  ___________________________________________________________________
 AE5979  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AE5979  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 AE5979  DYNAMIC HT  -           7.659 (meters)      25.13  (feet)  COMP
 AE5979  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 AE5979
 AE5979  HORZ ORDER  -  SECOND
 AE5979  VERT ORDER  -  SECOND    CLASS II
 AE5979
 AE5979.The horizontal coordinates were established by classical geodetic methods
 AE5979.and adjusted by the National Geodetic Survey in August 2005.
 AE5979
 AE5979.The orthometric height was determined by differential leveling
 AE5979.and adjusted in June 1998.
 AE5979
 AE5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5979
 AE5979.The geoid height was determined by GEOID03.
 AE5979
 AE5979.The dynamic height is computed by dividing the NAVD 88
 AE5979.geopotential number by the normal gravity value computed on the
 AE5979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5979.degrees latitude (g = 980.6199 gals.).
 AE5979
 AE5979.The modeled gravity was interpolated from observed gravity values.
 AE5979
 AE5979;                    North         East     Units Scale Factor Converg.
 AE5979;SPC NC       -   137,602.024   809,880.805   MT  0.99988457   +1 15 57.8
 AE5979;SPC NC       -   451,449.31  2,657,083.94   sFT  0.99988457   +1 15 57.8
 AE5979;UTM  18      - 3,871,260.778   335,091.815   MT  0.99993517   -1 02 08.1
 AE5979
 AE5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5979!SPC NC       -   1.00000468  x   0.99988457  =   0.99988925
 AE5979!UTM  18      -   1.00000468  x   0.99993517  =   0.99993985
 AE5979
 AE5979                          SUPERSEDED SURVEY CONTROL
 AE5979
 AE5979  NAD 83(1986)-  34 58 13.77355(N)    076 48 23.15154(W) AD(       ) 2
 AE5979  NGVD 29 (04/29/98)    7.97   (m)           26.1    (f) LEVELING    3  
 AE5979
 AE5979.Superseded values are not recommended for survey control.
 AE5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5979.See file dsdata.txt to determine how the superseded data were derived.
 AE5979
 AE5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3509271261(NAD 83)
 AE5979_STAMPING: 27.8
 AE5979_MARK LOGO: USE   
 AE5979
 AE5979  HISTORY     - Date     Condition        Report By
 AE5979  HISTORY     - 1978     FIRST OBSERVED   USE
 AE5979  HISTORY     - 19840101 GOOD             NCGS
 AE5979
 AE5979                          STATION DESCRIPTION
 AE5979
 AE5979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5979'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS LOCATED ABOUT
 AE5979'1.1 KM (0.70 MI) EAST-SOUTHEAST OF MINNESOTT. ALONG NC 306 FOR 0.8 KM
 AE5979'(0.50 MI) NORTH OF THE MINNESOTT FERRY LANDING. STATION IS A STANDARD
 AE5979'CORPS OF ENGINEERS MARK STAMPED---27.8---SET IN THE TOP OF A CONCRETE
 AE5979'POST FLUSH WITH GROUND.  LOCATED 14.7 M (48.2 FT) WEST-SOUTHWEST OF
 AE5979'THE CENTERLINE OF THE HIGHWAY, AND 1.52 M (4.99 FT) SOUTH OF A FIRE
 AE5979'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0082 ***********************************************************************
 EY0082  DESIGNATION -  270
 EY0082  PID         -  EY0082
 EY0082  STATE/COUNTY-  NC/HYDE
 EY0082  USGS QUAD   -  PONZER (1983)
 EY0082
 EY0082                         *CURRENT SURVEY CONTROL
 EY0082  ___________________________________________________________________
 EY0082* NAD 83(2001)-  35 33 03.25123(N)    076 26 23.45705(W)     ADJUSTED  
 EY0082* NAVD 88     -         1.338  (meters)       4.39   (feet)  ADJUSTED  
 EY0082  ___________________________________________________________________
 EY0082  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 EY0082  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY0082  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 EY0082  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 EY0082
 EY0082  HORZ ORDER  -  SECOND
 EY0082  VERT ORDER  -  SECOND    CLASS II
 EY0082
 EY0082.The horizontal coordinates were established by classical geodetic methods
 EY0082.and adjusted by the National Geodetic Survey in August 2005.
 EY0082
 EY0082.The orthometric height was determined by differential leveling
 EY0082.and adjusted in June 1991.
 EY0082
 EY0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0082
 EY0082.The geoid height was determined by GEOID03.
 EY0082
 EY0082.The dynamic height is computed by dividing the NAVD 88
 EY0082.geopotential number by the normal gravity value computed on the
 EY0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0082.degrees latitude (g = 980.6199 gals.).
 EY0082
 EY0082.The modeled gravity was interpolated from observed gravity values.
 EY0082
 EY0082;                    North         East     Units Scale Factor Converg.
 EY0082;SPC NC       -   202,768.217   841,683.359   MT  0.99988618   +1 28 39.5
 EY0082;SPC NC       -   665,248.73  2,761,422.82   sFT  0.99988618   +1 28 39.5
 EY0082;UTM  18      - 3,935,092.462   369,493.562   MT  0.99980989   -0 50 14.2
 EY0082
 EY0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0082!SPC NC       -   1.00000568  x   0.99988618  =   0.99989186
 EY0082!UTM  18      -   1.00000568  x   0.99980989  =   0.99981557
 EY0082
 EY0082                          SUPERSEDED SURVEY CONTROL
 EY0082
 EY0082  NAD 83(1986)-  35 33 03.26094(N)    076 26 23.47315(W) AD(       ) 2
 EY0082  NAVD 88 (07/14/98)    1.50   (m)            4.9    (f) LEVELING    3  
 EY0082
 EY0082.Superseded values are not recommended for survey control.
 EY0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0082.See file dsdata.txt to determine how the superseded data were derived.
 EY0082
 EY0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6949435092(NAD 83)
 EY0082_MARKER: DD = SURVEY DISK
 EY0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0082_SP_SET: CONCRETE POST
 EY0082_STAMPING: NC 270 1934
 EY0082_MARK LOGO: NCGS  
 EY0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0082+STABILITY: SURFACE MOTION
 EY0082
 EY0082  HISTORY     - Date     Condition        Report By
 EY0082  HISTORY     - UNK      MONUMENTED       NCGS
 EY0082  HISTORY     - 1963     GOOD             NGS
 EY0082  HISTORY     - 1977     GOOD             NCGS
 EY0082  HISTORY     - 1977     POOR             NGS
 EY0082  HISTORY     - 1982     GOOD             NCGS
 EY0082  HISTORY     - 19820421 GOOD             NCGS
 EY0082
 EY0082                          STATION DESCRIPTION
 EY0082
 EY0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0082'5.1 MI E FROM LEECHVILLE.
 EY0082'5.1 MILES EAST OF THE POST OFFICE IN LEECHVILLE, HYDE COUNTY, ON
 EY0082'U.S. HIGHWAY 264, 1463.0 FEET SOUTH OF THE INTRACOASTAL WATERWAY
 EY0082'BRIDGE, 27.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 92.3 FEET
 EY0082'NORTHEAST OF THE NORTHEAST CORNER OF A FIRE TOWER, 2 FEET EAST
 EY0082'OF A WITNESS POST, AND SET IN THE TOP OF A 7-INCH ROUND CONCRETE
 EY0082'MONUMENT FLUSH WITH THE GROUND.  NOTE-- 1962 REPORTED RECOVERED
 EY0082'AS DESCRIBED AND THE MARK IS 2 FEET EAST OF A CGS WITNESS SIGN.
 EY0082
 EY0082                          STATION RECOVERY (1977)
 EY0082
 EY0082'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY0082'STATION IS LOCATED APPROXIMATELY 11.8 MILES NW OF SWAN QUARTER.  TO
 EY0082'REACH STATION FROM THE US 264 BRIDGE OVER THE INTRACOASTAL WATERWAY
 EY0082'EAST OF LEECHVILLE, PROCEED SOUTH ALONG US 264 FOR 0.55 MILE TO THE
 EY0082'STATION ON THE LEFT.  40.6 FT. E OF C/L OF US 264, 21.3 FT. S OF PP,
 EY0082'27.1 FT. WNW OF 12 INCH WHITE OAK WITH ALUMINUM REF. TAG AND 44.2 FT.
 EY0082'NNW OF 10 INCH WILLOW OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP
 EY0082'OF 7 IN. ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 EY0082
 EY0082                          STATION RECOVERY (1977)
 EY0082
 EY0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EY0082'MARK RECOVERED IN POOR CONDITION.
 EY0082
 EY0082                          STATION RECOVERY (1982)
 EY0082
 EY0082'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0082'RECOVERED IN GOOD CONDITION.
 EY0082
 EY0082                          STATION RECOVERY (1982)
 EY0082
 EY0082'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0082'RECOVERED AS DESCRIBED.  MARK IS LOCATED 60.0 FT (18.3 M) NORTHEAST OF
 EY0082'A 30-INCH PINE, AND 103.4 FT (31.5 M) SOUTH OF A POWER POLE--BOTH WITH
 EY0082'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0083 ***********************************************************************
 EY0083  DESIGNATION -  270 AZ MK
 EY0083  PID         -  EY0083
 EY0083  STATE/COUNTY-  NC/HYDE
 EY0083  USGS QUAD   -  PONZER (1983)
 EY0083
 EY0083                         *CURRENT SURVEY CONTROL
 EY0083  ___________________________________________________________________
 EY0083* NAD 83(1986)-  35 32 49.     (N)    076 26 24.     (W)     SCALED    
 EY0083* NAVD 88     -         1.257  (meters)       4.12   (feet)  ADJUSTED  
 EY0083  ___________________________________________________________________
 EY0083  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY0083  DYNAMIC HT  -           1.256 (meters)       4.12  (feet)  COMP
 EY0083  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 EY0083
 EY0083  VERT ORDER  -  SECOND    CLASS II
 EY0083
 EY0083.The horizontal coordinates were scaled from a topographic map and have
 EY0083.an estimated accuracy of +/- 6 seconds.
 EY0083
 EY0083.The orthometric height was determined by differential leveling
 EY0083.and adjusted in June 1991.
 EY0083
 EY0083.The geoid height was determined by GEOID03.
 EY0083
 EY0083.The dynamic height is computed by dividing the NAVD 88
 EY0083.geopotential number by the normal gravity value computed on the
 EY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0083.degrees latitude (g = 980.6199 gals.).
 EY0083
 EY0083.The modeled gravity was interpolated from observed gravity values.
 EY0083
 EY0083;                    North         East    Units  Estimated Accuracy
 EY0083;SPC NC       -   202,330.      841,680.      MT  (+/- 180 meters Scaled)
 EY0083
 EY0083                          SUPERSEDED SURVEY CONTROL
 EY0083
 EY0083.No superseded survey control is available for this station.
 EY0083
 EY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE694346(NAD 83)
 EY0083_MARKER: DZ = AZIMUTH MARK DISK
 EY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0083
 EY0083  HISTORY     - Date     Condition        Report By
 EY0083  HISTORY     - UNK      MONUMENTED       NCGS
 EY0083  HISTORY     - 1977     GOOD             NGS
 EY0083  HISTORY     - 19840101 SEE DESCRIPTION  NCGS
 EY0083
 EY0083                          STATION DESCRIPTION
 EY0083
 EY0083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY UNK
 EY0083'5.3 MI E FROM LEECHVILLE.
 EY0083'A LARGE CANAL HAS BEEN BUILT IN THE AREA AND THE MARK IS BELIEVED
 EY0083'DESTROYED.  ORIGINAL DESCRIPTION-- 5.3 MILES EAST OF THE POST
 EY0083'OFFICE IN LEECHVILLE, HYDE COUNTY, ON U.S. HIGHWAY 264, 0.55 MILES
 EY0083'SOUTH OF INTRACOASTAL WATERWAY BRIDGE, 40.6 FEET EAST OF THE
 EY0083'CENTERLINE OF THE HIGHWAY, 21.3 FEET SOUTH OF POWER POLE, 4.4 FEET
 EY0083'EAST OF A WITNESS POST, AND SET IN THE TOP OF A 7-INCH ROUND
 EY0083'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0083
 EY0083                          STATION RECOVERY (1977)
 EY0083
 EY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EY0083'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 EY0083
 EY0083                          STATION RECOVERY (1984)
 EY0083
 EY0083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY0083'THE AREA HAS BEEN REWORKED DUE TO A NEW BRIDGE OVER THE INTRACOASTAL
 EY0083'WATERWAY AND MARK IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4479 ***********************************************************************
 FA4479  DESIGNATION -  270 AZ MK
 FA4479  PID         -  FA4479
 FA4479  STATE/COUNTY-  NC/UNION
 FA4479  USGS QUAD   -  MIDLAND (1993)
 FA4479
 FA4479                         *CURRENT SURVEY CONTROL
 FA4479  ___________________________________________________________________
 FA4479* NAD 83(2001)-  35 11 40.74741(N)    080 34 16.88948(W)     NO CHECK  
 FA4479* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 FA4479  ___________________________________________________________________
 FA4479  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FA4479  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4479  HORZ ORDER  -  THIRD
 FA4479
 FA4479.The horizontal coordinates were established by classical geodetic methods
 FA4479.and adjusted by the National Geodetic Survey in August 2005.
 FA4479.No horizontal observational check was made to the station.
 FA4479
 FA4479.The orthometric height was scaled from a topographic map.
 FA4479
 FA4479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4479
 FA4479.The geoid height was determined by GEOID03.
 FA4479
 FA4479;                    North         East     Units Scale Factor Converg.
 FA4479;SPC NC       -   161,387.584   466,519.472   MT  0.99987309   -0 54 25.0
 FA4479;SPC NC       -   529,485.77  1,530,572.63   sFT  0.99987309   -0 54 25.0
 FA4479;UTM  17      - 3,894,713.713   539,021.544   MT  0.99961877   +0 14 49.4
 FA4479
 FA4479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4479!SPC NC       -   0.99997622  x   0.99987309  =   0.99984931
 FA4479!UTM  17      -   0.99997622  x   0.99961877  =   0.99959500
 FA4479
 FA4479                          SUPERSEDED SURVEY CONTROL
 FA4479
 FA4479  NAD 83(1986)-  35 11 40.76197(N)    080 34 16.89821(W) AD(       ) 3
 FA4479
 FA4479.Superseded values are not recommended for survey control.
 FA4479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4479.See file dsdata.txt to determine how the superseded data were derived.
 FA4479
 FA4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3902294714(NAD 83)
 FA4479_MARKER: A = ALUMINUM MARKER
 FA4479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4479_SP_SET: CONCRETE POST
 FA4479_STAMPING: 270
 FA4479_MARK LOGO: NC0870
 FA4479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4479+STABILITY: SURFACE MOTION
 FA4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4479+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 FA4479
 FA4479  HISTORY     - Date     Condition        Report By
 FA4479  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4479  HISTORY     - 19980501 GOOD             USPSQD
 FA4479  HISTORY     - 20000614 GOOD             NCGS
 FA4479
 FA4479                          STATION DESCRIPTION
 FA4479
 FA4479'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4479'MARK IS LOCATED IN UNION COUNTY, AT THE MECKLENBURG-UNION COUNTY LINE,
 FA4479'ABOUT 8.05 KM (5.00 MI) NORTHEAST OF MINT HILL.
 FA4479'MARK REACHED BY FIRST GOING TO GPS STATION M 070. (229.66 FT) TO REACH
 FA4479'THE STATION FROM THE INTERSECTION OF S.R.51 AND S.R. 218 (FAIRVIEW
 FA4479'ROAD), PROCEED EAST ON S.R. 218 FOR 2.15 KM (1.34 MI) TO INTERSECTION
 FA4479'OF S.R.3106 (BRIEF ROAD).  GO NORTHEAST ON S.R.3106 FOR 6.11 KM
 FA4479'(3.80 MI) TO INTERSECTION OF S.R.1544 (MACHADO ROAD). PROCEED WEST ON
 FA4479'S.R.1544 FOR 61.00 M (200.13 FT) TO STATION LOCATED IN THE SOUTH
 FA4479'RIGHT-OF-WAY OF S.R.1544.  STATION IS 4.87 M (15.98 FT) WEST OF THE
 FA4479'CENTERLINE OF S.R.1544, 54.95 M (180.28 FT) SOUTH OF THE CENTERLINE
 FA4479'OF THE INTERSECTION OF S.R.1544 AND S.R.3106, 1.52 M (4.99 FT) EAST
 FA4479'OF THE CENTERLINE OF A DITCH IN WEST RIGHT-OF-WAY OF S.R.1544, AND
 FA4479'16.51 M (54.17 FT) N25E OF A ROAD SIGN.
 FA4479'TO REACH THE AZIMUTH MARK FROM GPS STATION M 070, PROCEED NORTH ON S
 FA4479'.R.1544 FOR 0.08 KM (0.05 MI) TO INTERSECTION OF S.R.3106. GO WEST ON
 FA4479'S.R.3106 FOR 0.30 KM (0.19 MI) TO THE AZIMUTH MARK IN THE NORTH
 FA4479'RIGHT-OF-WAY OF THE ROAD. THE AZIMUTH MARK IS COMPASS BEARING N85W
 FA4479'AND DISTANCE 406.687 M (1334.272 FT) FROM THE GPS STATION. THE
 FA4479'AZIMUTH MARK IS STAMPED 270.
 FA4479
 FA4479                          STATION RECOVERY (1998)
 FA4479
 FA4479'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4479'RECOVERED IN GOOD CONDITION.
 FA4479
 FA4479                          STATION RECOVERY (2000)
 FA4479
 FA4479'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4479'STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST-SOUTHEAST OF CHARLOTTE
 FA4479'AND 3 MI (4.8 KM) EAST-SOUTHEAST OF MINT HILL. ALONG BRIEF ROAD (SR
 FA4479'3106) FOR 0.25 MI (0.40 KM) WEST FROM THE MECKLENBURG-UNION COUNTY
 FA4479'LINE, ON THE NORTH SIDE OF THE ROAD. MARK IS ABOUT 2-FEET HIGHER THAN
 FA4479'BRIEF ROAD AND IS RECESSED 1-INCH BELOW GROUND.  LOCATED 24.0 FT (7.3
 FA4479'M) NORTH OF THE CENTERLINE OF BRIEF ROAD, 41.5 FT (12.6 M) NORTHEAST
 FA4479'OF THE CENTERLINE INTERSECTION OF BRIEF ROAD AND LANGTREE ROAD, AND
 FA4479'42.3 FT (12.9 M) NORTHEAST OF A FENCE POST, 11.6 FT (3.5 M) SOUTHEAST
 FA4479'OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0944 ***********************************************************************
 FZ0944  DESIGNATION -  2707.5
 FZ0944  PID         -  FZ0944
 FZ0944  STATE/COUNTY-  NC/WATAUGA
 FZ0944  USGS QUAD   -  SHERWOOD (1994)
 FZ0944
 FZ0944                         *CURRENT SURVEY CONTROL
 FZ0944  ___________________________________________________________________
 FZ0944* NAD 83(1986)-  36 15 23.     (N)    081 46 36.     (W)     SCALED    
 FZ0944* NAVD 88     -       824.86   (+/-2cm)    2706.2    (feet)  VERTCON   
 FZ0944  ___________________________________________________________________
 FZ0944  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 FZ0944  VERT ORDER  -  ? (See Below)
 FZ0944
 FZ0944.The horizontal coordinates were scaled from a topographic map and have
 FZ0944.an estimated accuracy of +/- 6 seconds.
 FZ0944
 FZ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0944.The vertical order pertains to the NGVD 29 superseded value.
 FZ0944
 FZ0944.The geoid height was determined by GEOID03.
 FZ0944
 FZ0944;                    North         East    Units  Estimated Accuracy
 FZ0944;SPC NC       -   281,540.      360,090.      MT  (+/- 180 meters Scaled)
 FZ0944
 FZ0944                          SUPERSEDED SURVEY CONTROL
 FZ0944
 FZ0944  NGVD 29 (??/??/92)  824.953  (m)         2706.53   (f) ADJ UNCH    ?  
 FZ0944
 FZ0944.Superseded values are not recommended for survey control.
 FZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0944.See file dsdata.txt to determine how the superseded data were derived.
 FZ0944
 FZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA302126(NAD 83)
 FZ0944_MARKER: Z = SEE DESCRIPTION
 FZ0944_SETTING: 80 = SET IN A BOULDER
 FZ0944_SP_SET: BOULDER
 FZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0944+STABILITY: SURFACE MOTION
 FZ0944
 FZ0944  HISTORY     - Date     Condition        Report By
 FZ0944  HISTORY     - UNK      MONUMENTED       USGS
 FZ0944  HISTORY     - 1934     GOOD             NGS
 FZ0944
 FZ0944                          STATION DESCRIPTION
 FZ0944
 FZ0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0944'1.1 MI SE FROM SUGAR GROVE.
 FZ0944'1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM SUGAR GROVE,
 FZ0944'WATAUGA COUNTY, 20 FEET NORTH OF A LOG CABIN, 20 FEET SOUTHWEST
 FZ0944'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH OF A FENCE
 FZ0944'CORNER, ON A LARGE GRANITE BOULDER ON THE WEST SIDE OF A GROUP OF
 FZ0944'BOULDERS, NEAR THE BOTTOM OF THE BOULDER, AND FLUSH WITH THE
 FZ0944'GROUND.  A PAINTED SURFACE, MARKED BY THE LETTERS B.M. 2707.5
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9503 ***********************************************************************
 DE9503  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9503  DESIGNATION -  270W 200
 DE9503  PID         -  DE9503
 DE9503  STATE/COUNTY-  NC/GUILFORD
 DE9503  USGS QUAD   -  PLEASANT GARDEN (1982)
 DE9503
 DE9503                         *CURRENT SURVEY CONTROL
 DE9503  ___________________________________________________________________
 DE9503* NAD 83(2007)-  35 59 40.75867(N)    079 52 13.30369(W)     ADJUSTED  
 DE9503* NAVD 88     -       246.02   (meters)     807.2    (feet)  GPS OBS   
 DE9503  ___________________________________________________________________
 DE9503  EPOCH DATE  -        2002.00
 DE9503  X           -     908,666.943 (meters)                     COMP
 DE9503  Y           -  -5,085,987.438 (meters)                     COMP
 DE9503  Z           -   3,727,838.334 (meters)                     COMP
 DE9503  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 DE9503  ELLIP HEIGHT-         215.185 (meters)          (02/10/07) ADJUSTED
 DE9503  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9503
 DE9503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9503  Type    PID    Designation                      North   East  Ellip
 DE9503  -------------------------------------------------------------------
 DE9503  NETWORK DE9503 270W 200                          1.27   1.00   1.84
 DE9503  -------------------------------------------------------------------
 DE9503
 DE9503.The horizontal coordinates were established by GPS observations
 DE9503.and adjusted by the National Geodetic Survey in February 2007.
 DE9503
 DE9503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9503.The horizontal coordinates are valid at the epoch date displayed above.
 DE9503.The epoch date for horizontal control is a decimal equivalence
 DE9503.of Year/Month/Day.
 DE9503
 DE9503.The orthometric height was determined by GPS observations and a
 DE9503.high-resolution geoid model.
 DE9503.The orthometric height was determined by GPS observations and a
 DE9503.high-resolution geoid model using precise GPS observation and
 DE9503.processing techniques.
 DE9503
 DE9503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9503
 DE9503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9503
 DE9503.The ellipsoidal height was determined by GPS observations
 DE9503.and is referenced to NAD 83.
 DE9503
 DE9503.The geoid height was determined by GEOID03.
 DE9503
 DE9503;                    North         East     Units Scale Factor Converg.
 DE9503;SPC NC       -   249,351.710   531,125.282   MT  0.99995653   -0 30 08.4
 DE9503;SPC NC       -   818,081.40  1,742,533.53   sFT  0.99995653   -0 30 08.4
 DE9503;UTM  17      - 3,983,945.589   601,820.503   MT  0.99972774   +0 39 50.2
 DE9503
 DE9503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9503!SPC NC       -   0.99996623  x   0.99995653  =   0.99992276
 DE9503!UTM  17      -   0.99996623  x   0.99972774  =   0.99969398
 DE9503
 DE9503:                Primary Azimuth Mark                     Grid Az
 DE9503:SPC NC       -  209W 200                                 003 36 36.8
 DE9503:UTM  17      -  209W 200                                 002 26 38.2
 DE9503
 DE9503|---------------------------------------------------------------------|
 DE9503| PID    Reference Object                     Distance      Geod. Az  |
 DE9503|                                                           dddmmss.s |
 DE9503| DE9502 209W 200                            418.646 METERS 0030628.4 |
 DE9503|---------------------------------------------------------------------|
 DE9503
 DE9503                          SUPERSEDED SURVEY CONTROL
 DE9503
 DE9503  NAD 83(2001)-  35 59 40.75894(N)    079 52 13.30353(W) AD(       ) 1
 DE9503  ELLIP H (03/13/03)  215.191  (m)                       GP(       ) 4 2
 DE9503  NAD 83(1986)-  35 59 40.76540(N)    079 52 13.31128(W) AD(       ) 1
 DE9503
 DE9503.Superseded values are not recommended for survey control.
 DE9503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9503.See file dsdata.txt to determine how the superseded data were derived.
 DE9503
 DE9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0182183946(NAD 83)
 DE9503_MARKER: DD = SURVEY DISK
 DE9503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9503_STAMPING: 270W200 1999
 DE9503_MARK LOGO: NC1940
 DE9503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9503+STABILITY: SURFACE MOTION
 DE9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9503+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9503
 DE9503  HISTORY     - Date     Condition        Report By
 DE9503  HISTORY     - 1999     MONUMENTED       NC1940
 DE9503
 DE9503                          STATION DESCRIPTION
 DE9503
 DE9503'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9503'STATION IS ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9503'GOVERNMENT PLAZA, ALONG GRANDOVER PARKWAY.
 DE9503'PROCEED FROM I-85, NORTH 0.1 MI (0.2 KM) ALONG GROOMETOWN ROAD, THENCE
 DE9503'SOUTHWEST 0.7 MI (1.1 KM) ALONG GRANDOVER PARKWAY, TO STATION ON
 DE9503'SOUTHEAST SIDE OF ROAD NEAR A PIPELINE RIGHT-OF-WAY.
 DE9503'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF NORTHBOUND LANES AND
 DE9503'FLUSH WITH THE GROUND. LOCATED 24.1 FT (7.3 M) SOUTHEAST OF CENTERLINE
 DE9503'OF NORTHBOUND LANES, 25.9 FT (7.9 M) SOUTH OF A LIGHT POLE, AND 36.9
 DE9503'FT (11.2 M) NORTH-NORTHEAST OF NORTHERNMOST OF 3 PIPELINE MARKERS AT
 DE9503'TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4480 ***********************************************************************
 FA4480  DESIGNATION -  271 AZ MK
 FA4480  PID         -  FA4480
 FA4480  STATE/COUNTY-  NC/MECKLENBURG
 FA4480  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4480
 FA4480                         *CURRENT SURVEY CONTROL
 FA4480  ___________________________________________________________________
 FA4480* NAD 83(2001)-  35 09 58.71098(N)    080 52 10.37280(W)     NO CHECK  
 FA4480* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 FA4480  ___________________________________________________________________
 FA4480  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FA4480  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FA4480  HORZ ORDER  -  THIRD
 FA4480
 FA4480.The horizontal coordinates were established by classical geodetic methods
 FA4480.and adjusted by the National Geodetic Survey in August 2005.
 FA4480.No horizontal observational check was made to the station.
 FA4480
 FA4480.The orthometric height was scaled from a topographic map.
 FA4480
 FA4480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4480
 FA4480.The geoid height was determined by GEOID03.
 FA4480
 FA4480;                    North         East     Units Scale Factor Converg.
 FA4480;SPC NC       -   158,714.575   439,311.215   MT  0.99987370   -1 04 44.6
 FA4480;SPC NC       -   520,716.07  1,441,306.88   sFT  0.99987370   -1 04 44.6
 FA4480;UTM  17      - 3,891,494.099   511,879.829   MT  0.99960174   +0 04 30.5
 FA4480
 FA4480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4480!SPC NC       -   0.99997152  x   0.99987370  =   0.99984523
 FA4480!UTM  17      -   0.99997152  x   0.99960174  =   0.99957328
 FA4480
 FA4480                          SUPERSEDED SURVEY CONTROL
 FA4480
 FA4480  NAD 83(1986)-  35 09 58.72581(N)    080 52 10.38073(W) AD(       ) 3
 FA4480
 FA4480.Superseded values are not recommended for survey control.
 FA4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4480.See file dsdata.txt to determine how the superseded data were derived.
 FA4480
 FA4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1188091494(NAD 83)
 FA4480_MARKER: A = ALUMINUM MARKER
 FA4480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4480_SP_SET: CONCRETE POST
 FA4480_STAMPING: 271
 FA4480_MARK LOGO: NC0870
 FA4480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4480+STABILITY: SURFACE MOTION
 FA4480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4480+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 FA4480
 FA4480  HISTORY     - Date     Condition        Report By
 FA4480  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4480  HISTORY     - 19951104 GOOD             USPSQD
 FA4480  HISTORY     - 19960221 GOOD             USPSQD
 FA4480  HISTORY     - 20041120 GOOD             USPSQD
 FA4480  HISTORY     - 20060829 GOOD             USPSQD
 FA4480
 FA4480                          STATION DESCRIPTION
 FA4480
 FA4480'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4480'MARK IS LOCATED IN MECKLENBURG COUNTY, 7.64 KM (4.75 MI)
 FA4480'SOUTH-SOUTHWEST OF DOWNTOWN CHARLOTTE.
 FA4480'MARK REACHED BY FIRST GOING TO GPS STATION M 071. (232.94 FT) TO REACH
 FA4480'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND TYVOLA ROAD,
 FA4480'PROCEED EAST ON TYVOLA ROAD FOR 1.93 KM (1.20 MI) TO SMITH JR. HIGH
 FA4480'SCHOOL ON SOUTH SIDE OF THE ROAD.  STATION IS LOCATED 1.67 M
 FA4480'(5.48 FT) SOUTH OF THE SCHOOL BUS PARKING LOT IN FRONT OF THE TRACK
 FA4480'FIELD.  STATION IS 1.67 M (5.48 FT) S05W OF THE EDGE OF THE PARKING
 FA4480'LOT, 12.64 M (41.47 FT) N15E OF A CHAIN LINK FENCE, 12.63 M
 FA4480'(41.44 FT) N46E OF A NO PARKING SIGN, AND 40.78 M (133.79 FT) S05W OF
 FA4480'A UTILITY POLE WITH A TAG.
 FA4480'TO REACH THE AZIMUTH MARK FROM GPS STATION M 071, PROCEED NORTH ON
 FA4480'BAKER STREET FOR 0.48 KM (0.30 MI) TO THE MARK IN THE WEST
 FA4480'RIGHT-OF-WAY OF THE ROAD, 7.01 M (23.00 FT) FROM THE CENTERLINE OF
 FA4480'BAKER STREET. THE AZIMUTH MARK IS COMPASS BEARING N02E AND DISTANCE
 FA4480'408.094 M (1338.888 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4480'STAMPED 271.
 FA4480
 FA4480                          STATION RECOVERY (1995)
 FA4480
 FA4480'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4480'RECOVERED IN GOOD CONDITION.
 FA4480
 FA4480                          STATION RECOVERY (1996)
 FA4480
 FA4480'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4480'RECOVERED IN GOOD CONDITION.
 FA4480
 FA4480                          STATION RECOVERY (2004)
 FA4480
 FA4480'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMB)
 FA4480'RECOVERED IN GOOD CONDITION.
 FA4480
 FA4480                          STATION RECOVERY (2006)
 FA4480
 FA4480'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4481 ***********************************************************************
 FA4481  DESIGNATION -  273 RM
 FA4481  PID         -  FA4481
 FA4481  STATE/COUNTY-  NC/MECKLENBURG
 FA4481  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4481
 FA4481                         *CURRENT SURVEY CONTROL
 FA4481  ___________________________________________________________________
 FA4481* NAD 83(2001)-  35 10 26.38666(N)    080 48 12.10960(W)     NO CHECK  
 FA4481* NAVD 88     -       222.737  (meters)     730.76   (feet)  ADJUSTED  
 FA4481  ___________________________________________________________________
 FA4481  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FA4481  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4481  DYNAMIC HT  -         222.535 (meters)     730.10  (feet)  COMP
 FA4481  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 FA4481
 FA4481  HORZ ORDER  -  THIRD
 FA4481  VERT ORDER  -  SECOND    CLASS II
 FA4481
 FA4481.The horizontal coordinates were established by classical geodetic methods
 FA4481.and adjusted by the National Geodetic Survey in August 2005.
 FA4481.No horizontal observational check was made to the station.
 FA4481
 FA4481.The orthometric height was determined by differential leveling
 FA4481.and adjusted in December 2004.
 FA4481.No vertical observational check was made to the station.
 FA4481
 FA4481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4481
 FA4481.The geoid height was determined by GEOID03.
 FA4481
 FA4481.The dynamic height is computed by dividing the NAVD 88
 FA4481.geopotential number by the normal gravity value computed on the
 FA4481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4481.degrees latitude (g = 980.6199 gals.).
 FA4481
 FA4481.The modeled gravity was interpolated from observed gravity values.
 FA4481
 FA4481;                    North         East     Units Scale Factor Converg.
 FA4481;SPC NC       -   159,455.703   445,354.499   MT  0.99987351   -1 02 27.1
 FA4481;SPC NC       -   523,147.59  1,461,133.89   sFT  0.99987351   -1 02 27.1
 FA4481;UTM  17      - 3,892,356.569   517,905.327   MT  0.99960395   +0 06 47.8
 FA4481
 FA4481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4481!SPC NC       -   0.99996979  x   0.99987351  =   0.99984331
 FA4481!UTM  17      -   0.99996979  x   0.99960395  =   0.99957376
 FA4481
 FA4481                          SUPERSEDED SURVEY CONTROL
 FA4481
 FA4481  NAD 83(1986)-  35 10 26.40087(N)    080 48 12.11909(W) AD(       ) 3
 FA4481
 FA4481.Superseded values are not recommended for survey control.
 FA4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4481.See file dsdata.txt to determine how the superseded data were derived.
 FA4481
 FA4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1790592357(NAD 83)
 FA4481_MARKER: A = ALUMINUM MARKER
 FA4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4481_SP_SET: CONCRETE POST
 FA4481_STAMPING: 273
 FA4481_MARK LOGO: NC0870
 FA4481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4481+STABILITY: SURFACE MOTION
 FA4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4481+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA4481
 FA4481  HISTORY     - Date     Condition        Report By
 FA4481  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4481  HISTORY     - 19960327 GOOD             USPSQD
 FA4481  HISTORY     - 19970310 GOOD             NCGS
 FA4481  HISTORY     - 19970524 GOOD             USPSQD
 FA4481  HISTORY     - 20040505 GOOD             USPSQD
 FA4481  HISTORY     - 20060828 GOOD             USPSQD
 FA4481
 FA4481                          STATION DESCRIPTION
 FA4481
 FA4481'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4481'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.44 KM (4.00 MI) SOUTHEAST OF
 FA4481'DOWNTOWN CHARLOTTE.
 FA4481'MARK REACHED BY FIRST GOING TO GPS STATION M 073. (239.50 FT) TO REACH
 FA4481'THE STATION FROM THE INTERSECTION OF ROUTE 16 (PROVIDENCE ROAD) AND
 FA4481'SHARON AMITY ROAD, PROCEED EAST ON SHARON AMITY ROAD FOR 0.96 KM
 FA4481'(0.60 MI) TO STATION LOCATED AT THE ENTRANCE TO COTSWOLD MALL ON THE
 FA4481'NORTHWEST CORNER OF THE ENTRANCE TO THE PARKING LOT. STATION IS 38.34
 FA4481'M (125.79 FT) N80E OF A UTILITY POLE WITH A TAG, 13.22 M (43.37 FT)
 FA4481'S60E OF THE CENTERLINE OF SHARON AMITY ROAD, AND 30.35 M (99.57 FT)
 FA4481'S20W OF A UTILITY POLE WITH A TAG.
 FA4481'TO REACH THE REFERENCE MARK FROM GPS STATION M 073, PROCEED WEST ON
 FA4481'SHARON AMITY ROAD FOR 0.32 KM (0.20 MI) TO THE MARK ON THE NORTH
 FA4481'RIGHT-OF-WAY OF THE ROAD, 2.59 M (8.50 FT) NORTH OF THE BACK OF THE
 FA4481'CURB.  THE MARK IS COMPASS BEARING S59W AND DISTANCE 287.204 M
 FA4481'(942.268 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED 273.
 FA4481
 FA4481                          STATION RECOVERY (1996)
 FA4481
 FA4481'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4481'RECOVERED IN GOOD CONDITION.
 FA4481
 FA4481                          STATION RECOVERY (1997)
 FA4481
 FA4481'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 FA4481'RECOVERED AS DESCRIBED.
 FA4481
 FA4481                          STATION RECOVERY (1997)
 FA4481
 FA4481'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4481'RECOVERED IN GOOD CONDITION.
 FA4481
 FA4481                          STATION RECOVERY (2004)
 FA4481
 FA4481'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4481' 
 FA4481' 
 FA4481
 FA4481                          STATION RECOVERY (2006)
 FA4481
 FA4481'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4482 ***********************************************************************
 FA4482  DESIGNATION -  274 AZ MK
 FA4482  PID         -  FA4482
 FA4482  STATE/COUNTY-  NC/MECKLENBURG
 FA4482  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4482
 FA4482                         *CURRENT SURVEY CONTROL
 FA4482  ___________________________________________________________________
 FA4482* NAD 83(2001)-  35 09 55.93540(N)    080 46 27.26714(W)     NO CHECK  
 FA4482* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 FA4482  ___________________________________________________________________
 FA4482  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 FA4482  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA4482  HORZ ORDER  -  THIRD
 FA4482
 FA4482.The horizontal coordinates were established by classical geodetic methods
 FA4482.and adjusted by the National Geodetic Survey in August 2005.
 FA4482.No horizontal observational check was made to the station.
 FA4482
 FA4482.The orthometric height was scaled from a topographic map.
 FA4482
 FA4482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4482
 FA4482.The geoid height was determined by GEOID03.
 FA4482
 FA4482;                    North         East     Units Scale Factor Converg.
 FA4482;SPC NC       -   158,469.738   447,989.900   MT  0.99987372   -1 01 26.5
 FA4482;SPC NC       -   519,912.80  1,469,780.20   sFT  0.99987372   -1 01 26.5
 FA4482;UTM  17      - 3,891,424.135   520,559.337   MT  0.99960521   +0 07 48.1
 FA4482
 FA4482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4482!SPC NC       -   0.99996900  x   0.99987372  =   0.99984272
 FA4482!UTM  17      -   0.99996900  x   0.99960521  =   0.99957422
 FA4482
 FA4482                          SUPERSEDED SURVEY CONTROL
 FA4482
 FA4482  NAD 83(1986)-  35 09 55.95018(N)    080 46 27.27535(W) AD(       ) 3
 FA4482
 FA4482.Superseded values are not recommended for survey control.
 FA4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4482.See file dsdata.txt to determine how the superseded data were derived.
 FA4482
 FA4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2055991424(NAD 83)
 FA4482_MARKER: A = ALUMINUM MARKER
 FA4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4482_SP_SET: CONCRETE POST
 FA4482_STAMPING: 274
 FA4482_MARK LOGO: NC0870
 FA4482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4482+STABILITY: SURFACE MOTION
 FA4482
 FA4482  HISTORY     - Date     Condition        Report By
 FA4482  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4482  HISTORY     - 19970524 GOOD             USPSQD
 FA4482  HISTORY     - 19980209 MARK NOT FOUND   USPSQD
 FA4482
 FA4482                          STATION DESCRIPTION
 FA4482
 FA4482'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4482'MARK IS LOCATED IN MECKLENBURG COUNTY, 9.68 KM (6.01 MI) SOUTHEAST OF
 FA4482'DOWNTOWN CHARLOTTE.
 FA4482'MARK REACHED BY FIRST GOING TO GPS STATION M 074. (242.78 FT) TO REACH
 FA4482'THE STATION FROM THE INTERSECTION OF ROUTE 16 (PROVIDENCE ROAD) AND
 FA4482'SARDIS ROAD, PROCEED NORTHEAST ON SARDIS ROAD FOR 1.77 KM (1.10 MI)
 FA4482'TO THE INTERSECTION OF RAMA ROAD. GO NORTHEAST ON RAMA ROAD FOR 1.28
 FA4482'KM (0.80 MI) TO STATION LOCATED IN THE PARKING LOT OF THE RAMA
 FA4482'ELEMENTARY SCHOOL. STATION IS 20.78 M (68.18 FT) N57W OF THE
 FA4482'CENTERLINE OF RAMA ROAD, 10.45 M (34.28 FT) S35W OF A PARKING LOT
 FA4482'LANE DIVIDER, 36.57 M (119.98 FT) S05E OF A FLAG POLE IN FRONT OF
 FA4482'RAMA ELEMENTARY SCHOOL, AND 13.96 M (45.80 FT) N05W OF UTILITY POLE
 FA4482'NO. 17112 WITH A TAG.
 FA4482'TO REACH THE AZIMUTH MARK FROM GPS STATION M 074, PROCEED SOUTHWEST ON
 FA4482'RAMA ROAD FOR 0.48 KM (0.30 MI) TO THE MARK IN THE NORTHWEST QUADRANT
 FA4482'OF THE INTERSECTION OF RAMA ROAD AND BRACE ROAD, 1.52 M (4.99 FT)
 FA4482'WEST OF THE BACK OF THE CURB. THE AZIMUTH MARK IS COMPASS BEARING S34W
 FA4482'AND DISTANCE 474.005 M (1555.131 FT) FROM THE GPS STATION. THE
 FA4482'AZIMUTH MARK IS STAMPED 274.
 FA4482
 FA4482                          STATION RECOVERY (1997)
 FA4482
 FA4482'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4482'RECOVERED IN GOOD CONDITION.
 FA4482
 FA4482                          STATION RECOVERY (1998)
 FA4482
 FA4482'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4483 ***********************************************************************
 FA4483  DESIGNATION -  275 AZ MK
 FA4483  PID         -  FA4483
 FA4483  STATE/COUNTY-  NC/MECKLENBURG
 FA4483  USGS QUAD   -  MINT HILL (1993)
 FA4483
 FA4483                         *CURRENT SURVEY CONTROL
 FA4483  ___________________________________________________________________
 FA4483* NAD 83(2001)-  35 09 13.32383(N)    080 40 33.54566(W)     NO CHECK  
 FA4483* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 FA4483  ___________________________________________________________________
 FA4483  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 FA4483  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA4483  HORZ ORDER  -  THIRD
 FA4483
 FA4483.The horizontal coordinates were established by classical geodetic methods
 FA4483.and adjusted by the National Geodetic Survey in August 2005.
 FA4483.No horizontal observational check was made to the station.
 FA4483
 FA4483.The orthometric height was scaled from a topographic map.
 FA4483
 FA4483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4483
 FA4483.The geoid height was determined by GEOID03.
 FA4483
 FA4483;                    North         East     Units Scale Factor Converg.
 FA4483;SPC NC       -   157,001.371   456,916.757   MT  0.99987405   -0 58 02.4
 FA4483;SPC NC       -   515,095.33  1,499,067.73   sFT  0.99987405   -0 58 02.4
 FA4483;UTM  17      - 3,890,136.191   529,511.573   MT  0.99961073   +0 11 11.6
 FA4483
 FA4483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4483!SPC NC       -   0.99996805  x   0.99987405  =   0.99984211
 FA4483!UTM  17      -   0.99996805  x   0.99961073  =   0.99957880
 FA4483
 FA4483                          SUPERSEDED SURVEY CONTROL
 FA4483
 FA4483  NAD 83(1986)-  35 09 13.33821(N)    080 40 33.55421(W) AD(       ) 3
 FA4483
 FA4483.Superseded values are not recommended for survey control.
 FA4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4483.See file dsdata.txt to determine how the superseded data were derived.
 FA4483
 FA4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2951290136(NAD 83)
 FA4483_MARKER: A = ALUMINUM MARKER
 FA4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4483_SP_SET: CONCRETE POST
 FA4483_STAMPING: 275
 FA4483_MARK LOGO: NC0870
 FA4483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4483+STABILITY: SURFACE MOTION
 FA4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4483+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 FA4483
 FA4483  HISTORY     - Date     Condition        Report By
 FA4483  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4483  HISTORY     - 19970926 GOOD             USPSQD
 FA4483  HISTORY     - 20001010 GOOD             NCGS
 FA4483  HISTORY     - 20040505 GOOD             USPSQD
 FA4483
 FA4483                          STATION DESCRIPTION
 FA4483
 FA4483'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4483'MARK IS LOCATED SOUTHEAST OF CHARLOTTE AND 3.22 KM (2.00 MI) SOUTHWEST
 FA4483'OF MINT HILL.
 FA4483'MARK REACHED BY FIRST GOING TO GPS STATION M 075. (246.06 FT) TO REACH
 FA4483'THE STATION FROM THE INTERSECTION OF U.S.74 AND ROUTE 51, PROCEED
 FA4483'NORTHEAST ON ROUTE 51 FOR 5.31 KM (3.30 MI) TO STATION LOCATED ON THE
 FA4483'EAST RIGHT-OF-WAY OF ROUTE 51. STATION IS 10.45 M (34.28 FT) S48E OF
 FA4483'THE CENTERLINE OF ROUTE 51, 47.79 M (156.79 FT) S45W  OF UTILITY POLE
 FA4483'NO. 53, 3.41 M (11.19 FT) N30W OF UTILITY POLE NO. 54 WITH A TAG, AND
 FA4483'35.84 M (117.59 FT) N45E OF UTILITY POLE NO. 55.
 FA4483'TO REACH THE AZIMUTH MARK FROM GPS STATION M 075, PROCEED SOUTHWEST ON
 FA4483'ROUTE 51 FOR 0.64 KM (0.40 MI) TO THE INTERSECTION OF ROUTE 51 AND
 FA4483'WELL ROAD. AZIMUTH MARK IS ON THE NORTH RIGHT-OF-WAY OF WELL ROAD,
 FA4483'1.52 M (4.99 FT) FROM THE EDGE OF THE PAVEMENT. THE AZIMUTH MARK IS
 FA4483'COMPASS BEARING S367W AND DISTANCE 666.577 M (2186.928 FT) FROM THE
 FA4483'GPS STATION. THE AZIMUTH MARK IS STAMPED 275.
 FA4483
 FA4483                          STATION RECOVERY (1997)
 FA4483
 FA4483'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4483'RECOVERED IN GOOD CONDITION.
 FA4483
 FA4483                          STATION RECOVERY (2000)
 FA4483
 FA4483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4483'STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF CHARLOTTE.
 FA4483'ALONG NC 51 FOR 3.0 MI (4.8 KM) NORTHEAST FROM US 74, ON THE EAST SIDE
 FA4483'OF THE ROAD. MARK IS ABOUT 1-FOOT LOWER THAN WELL ROAD AND IS RECESSED
 FA4483'1-INCH BELOW GROUND.  LOCATED 78.0 FT (23.8 M) SOUTHEAST OF THE
 FA4483'CENTERLINE OF NC 51, 17.5 FT (5.3 M) NORTHEAST OF THE CENTERLINE OF
 FA4483'WELL ROAD, 33.9 FT (10.3 M) SOUTH OF A FIRE HYDRANT, 80.5 FT (24.5 M)
 FA4483'EAST OF THE EAST END OF A DRIVEWAY CULVERT, AND 10.1 FT (3.1 M)
 FA4483'SOUTHWEST OF A FENCE POST--WITH A REFERENCE TAG.
 FA4483
 FA4483                          STATION RECOVERY (2004)
 FA4483
 FA4483'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4483'MARKER IS 78.1 FEET SE OF CL OF NC 51 AND 10.2 FEET SW OF A FENCE POST
 FA4483'WITH NCGS RM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4484 ***********************************************************************
 FA4484  DESIGNATION -  276 RM
 FA4484  PID         -  FA4484
 FA4484  STATE/COUNTY-  NC/MECKLENBURG
 FA4484  USGS QUAD   -  MINT HILL (1993)
 FA4484
 FA4484                         *CURRENT SURVEY CONTROL
 FA4484  ___________________________________________________________________
 FA4484* NAD 83(2001)-  35 10 01.90962(N)    080 38 30.83750(W)     NO CHECK  
 FA4484* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 FA4484  ___________________________________________________________________
 FA4484  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 FA4484  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA4484  HORZ ORDER  -  THIRD
 FA4484
 FA4484.The horizontal coordinates were established by classical geodetic methods
 FA4484.and adjusted by the National Geodetic Survey in August 2005.
 FA4484.No horizontal observational check was made to the station.
 FA4484
 FA4484.The orthometric height was scaled from a topographic map.
 FA4484
 FA4484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4484
 FA4484.The geoid height was determined by GEOID03.
 FA4484
 FA4484;                    North         East     Units Scale Factor Converg.
 FA4484;SPC NC       -   158,446.384   460,046.475   MT  0.99987368   -0 56 51.6
 FA4484;SPC NC       -   519,836.18  1,509,335.81   sFT  0.99987368   -0 56 51.6
 FA4484;UTM  17      - 3,891,643.542   532,610.745   MT  0.99961311   +0 12 22.5
 FA4484
 FA4484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4484!SPC NC       -   0.99996931  x   0.99987368  =   0.99984299
 FA4484!UTM  17      -   0.99996931  x   0.99961311  =   0.99958243
 FA4484
 FA4484                          SUPERSEDED SURVEY CONTROL
 FA4484
 FA4484  NAD 83(1986)-  35 10 01.92400(N)    080 38 30.84621(W) AD(       ) 3
 FA4484
 FA4484.Superseded values are not recommended for survey control.
 FA4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4484.See file dsdata.txt to determine how the superseded data were derived.
 FA4484
 FA4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3261191644(NAD 83)
 FA4484_MARKER: A = ALUMINUM MARKER
 FA4484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4484_SP_SET: CONCRETE POST
 FA4484_STAMPING: 276
 FA4484_MARK LOGO: NC0870
 FA4484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4484+STABILITY: SURFACE MOTION
 FA4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4484+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 FA4484
 FA4484  HISTORY     - Date     Condition        Report By
 FA4484  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4484  HISTORY     - 19980202 GOOD             USPSQD
 FA4484  HISTORY     - 20000614 GOOD             NCGS
 FA4484
 FA4484                          STATION DESCRIPTION
 FA4484
 FA4484'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4484'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.88 KM (12.97 MI)
 FA4484'EAST-SOUTHEAST OF CHARLOTTE AND 1.6 KM (0.99 MI) SOUTH OF MINT HILL.
 FA4484'MARK REACHED BY FIRST GOING TO GPS STATION M 076. (249.34 FT) TO REACH
 FA4484'THE STATION FROM THE INTERSECTION OF ROUTE 51 AND ROUTE 218, PROCEED
 FA4484'EAST ON ROUTE 218 FOR 0.16 KM (0.10 MI) TO INTERSECTION OF
 FA4484'PHILADELPHIA CHURCH ROAD.  GO SOUTH ON PHILADELPHIA CHURCH ROAD FOR
 FA4484'0.32 KM (0.20 MI) AND ROAD WILL BECOME S.R.1004 (BAIN SCHOOL ROAD).
 FA4484'PROCEED SOUTH ON S.R.1004 FOR 1.77 KM (1.10 MI) TO THE MINT HILL
 FA4484'CHURCH.  THE STATION LOCATED ON THE EAST RIGHT-OF-WAY OF S.R.1004 IN
 FA4484'FRONT OF THE CHURCH.  STATION IS 5.48 M (17.98 FT) EAST OF THE
 FA4484'CENTERLINE OF S.R.1004, 10.97 M (35.99 FT)  NORTH OF THE CENTERLINE
 FA4484'OF THE CHURCH ENTRANCE, 32.45 M (106.46 FT)  S10E OF A UTILITY POLE,
 FA4484'AND 1.52 M (4.99 FT) EAST OF THE CENTERLINE OF A DITCH ON THE EAST
 FA4484'RIGHT OF WAY ROAD.
 FA4484'TO REACH THE REFERENCE MARK FROM GPS STATION M 076, PROCEED NORTH ON S
 FA4484'.R. 1004 FOR 0.32 KM (0.20 MI) TO THE MARK ON THE EAST RIGHT-OF-WAY OF
 FA4484'THE ROAD ON A CURVE, 1.52 M (4.99 FT) EAST OF THE EDGE OF THE
 FA4484'PAVEMENT. THE MARK IS COMPASS BEARING N23W AND DISTANCE 279.811 M
 FA4484'(918.013 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED 276.
 FA4484
 FA4484                          STATION RECOVERY (1998)
 FA4484
 FA4484'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4484'RECOVERED IN GOOD CONDITION.
 FA4484
 FA4484                          STATION RECOVERY (2000)
 FA4484
 FA4484'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4484'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF CHARLOTTE AND
 FA4484'1.4 MI (2.3 KM) SOUTH-SOUTHEAST OF MINT HILL. PROCEED ALONG NC 218 FOR
 FA4484'0.1 MI (0.2 KM) EAST FROM NC 51, THENCE SOUTH FOR 1.3 MI (2.1 KM)
 FA4484'ALONG PHILADELPHIA CHURCH ROAD (WHICH BECOMES BAIN SCHOOL ROAD-SR
 FA4484'1004), TO THE STATION ON THE EAST SIDE OF THE ROAD. MARK IS ABOUT
 FA4484'LEVEL WITH SR 1004 AND IS RECESSED 2-INCHES BELOW GROUND.  LOCATED
 FA4484'15.0 FT (4.6 M) NORTHEAST OF THE CENTERLINE OF SR 1004, 98.5 FT (30.0
 FA4484'M) WEST OF THE NORTHWEST CORNER OF A SPLIT-LEVEL BRICK HOUSE, AND 34.5
 FA4484'FT (10.5 M) NORTHEAST OF A POWER POLE, 27.3 FT (8.3 M) SOUTH-SOUTHWEST
 FA4484'OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9235 ***********************************************************************
 DE9235  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9235  DESIGNATION -  276W 200
 DE9235  PID         -  DE9235
 DE9235  STATE/COUNTY-  NC/GUILFORD
 DE9235  USGS QUAD   -  GUILFORD (1994)
 DE9235
 DE9235                         *CURRENT SURVEY CONTROL
 DE9235  ___________________________________________________________________
 DE9235* NAD 83(2007)-  36 01 26.38790(N)    079 55 27.92261(W)     ADJUSTED  
 DE9235* NAVD 88     -       263.12   (meters)     863.3    (feet)  GPS OBS   
 DE9235  ___________________________________________________________________
 DE9235  EPOCH DATE  -        2002.00
 DE9235  X           -     903,535.210 (meters)                     COMP
 DE9235  Y           -  -5,084,971.267 (meters)                     COMP
 DE9235  Z           -   3,730,481.897 (meters)                     COMP
 DE9235  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 DE9235  ELLIP HEIGHT-         231.960 (meters)          (02/10/07) ADJUSTED
 DE9235  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DE9235
 DE9235  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9235  Type    PID    Designation                      North   East  Ellip
 DE9235  -------------------------------------------------------------------
 DE9235  NETWORK DE9235 276W 200                          1.45   1.16   1.92
 DE9235  -------------------------------------------------------------------
 DE9235
 DE9235.The horizontal coordinates were established by GPS observations
 DE9235.and adjusted by the National Geodetic Survey in February 2007.
 DE9235
 DE9235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9235.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9235.The horizontal coordinates are valid at the epoch date displayed above.
 DE9235.The epoch date for horizontal control is a decimal equivalence
 DE9235.of Year/Month/Day.
 DE9235
 DE9235.The orthometric height was determined by GPS observations and a
 DE9235.high-resolution geoid model.
 DE9235.The orthometric height was determined by GPS observations and a
 DE9235.high-resolution geoid model using precise GPS observation and
 DE9235.processing techniques.
 DE9235
 DE9235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9235
 DE9235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9235
 DE9235.The ellipsoidal height was determined by GPS observations
 DE9235.and is referenced to NAD 83.
 DE9235
 DE9235.The geoid height was determined by GEOID03.
 DE9235
 DE9235;                    North         East     Units Scale Factor Converg.
 DE9235;SPC NC       -   252,651.205   526,281.358   MT  0.99996330   -0 32 00.8
 DE9235;SPC NC       -   828,906.50  1,726,641.42   sFT  0.99996330   -0 32 00.8
 DE9235;UTM  17      - 3,987,145.048   596,911.596   MT  0.99971572   +0 37 57.4
 DE9235
 DE9235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9235!SPC NC       -   0.99996360  x   0.99996330  =   0.99992690
 DE9235!UTM  17      -   0.99996360  x   0.99971572  =   0.99967933
 DE9235
 DE9235|---------------------------------------------------------------------|
 DE9235| PID    Reference Object                     Distance      Geod. Az  |
 DE9235|                                                           dddmmss.s |
 DE9235| DE9236 276W 201                            376.041 METERS 01444     |
 DE9235|---------------------------------------------------------------------|
 DE9235
 DE9235                          SUPERSEDED SURVEY CONTROL
 DE9235
 DE9235  NAD 83(2001)-  36 01 26.38810(N)    079 55 27.92247(W) AD(       ) 1
 DE9235  ELLIP H (03/13/03)  231.967  (m)                       GP(       ) 4 2
 DE9235  NAD 83(1986)-  36 01 26.39413(N)    079 55 27.93087(W) AD(       ) 1
 DE9235
 DE9235.Superseded values are not recommended for survey control.
 DE9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9235.See file dsdata.txt to determine how the superseded data were derived.
 DE9235
 DE9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9691287145(NAD 83)
 DE9235_MARKER: DD = SURVEY DISK
 DE9235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9235_STAMPING: 276W.200 7/97
 DE9235_MARK LOGO: NC1940
 DE9235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9235+STABILITY: SURFACE MOTION
 DE9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9235+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9235
 DE9235  HISTORY     - Date     Condition        Report By
 DE9235  HISTORY     - 1997     MONUMENTED       NC1940
 DE9235
 DE9235                          STATION DESCRIPTION
 DE9235
 DE9235'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9235'LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF THE PIEDMONT TRIAD
 DE9235'INTERNATIONAL AIRPORT AND 8.4 MI (13.5 KM) WEST-SOUTHWEST OF THE
 DE9235'DOWNTOWN GREENSBORO CITY/COUNTY GOVERNMENT COMPLEX, ALONG GUILFORD
 DE9235'COLLEGE ROAD (SR 1546) AT THE HICKORY HOLLOW ROAD (SR 4107)
 DE9235'INTERSECTION.
 DE9235'ALONG GUILFORD COLLEGE ROAD FOR 2.95 MI (4.75 KM) SOUTH FROM THE
 DE9235'BRIDGE OVER I-40 (EXIT 213), AND ABOUT 200-FEET NORTHEAST OF THE
 DE9235'HICKORY HOLLOW ROAD INTERSECTION.
 DE9235'MARK IS ABOUT 3-FEET LOWER THAN THE CENTERLINE OF ROAD AND FLUSH WITH
 DE9235'THE GROUND. LOCATED 33.8 FT (10.3 M) EAST-SOUTHEAST OF THE CENTERLINE
 DE9235'OF GUILFORD COLLEGE ROAD, 32.5 FT (9.9 M) NORTH-NORTHEAST OF POWER
 DE9235'POLE (082860), 194.0 FT (59.1 M) SOUTHWEST OF POWER POLE (55), AND
 DE9235'30.3 FT (9.2 M) NORTHEAST OF--SPEED LIMIT--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9236 ***********************************************************************
 DE9236  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9236  DESIGNATION -  276W 201
 DE9236  PID         -  DE9236
 DE9236  STATE/COUNTY-  NC/GUILFORD
 DE9236  USGS QUAD   -  GUILFORD (1994)
 DE9236
 DE9236                         *CURRENT SURVEY CONTROL
 DE9236  ___________________________________________________________________
 DE9236* NAD 83(2007)-  36 01 38.18723(N)    079 55 24.10388(W)     ADJUSTED  
 DE9236* NAVD 88     -       266.24   (meters)     873.5    (feet)  GPS OBS   
 DE9236  ___________________________________________________________________
 DE9236  EPOCH DATE  -        2002.00
 DE9236  X           -     903,592.365 (meters)                     COMP
 DE9236  Y           -  -5,084,746.405 (meters)                     COMP
 DE9236  Z           -   3,730,777.861 (meters)                     COMP
 DE9236  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DE9236  ELLIP HEIGHT-         235.065 (meters)          (02/10/07) ADJUSTED
 DE9236  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DE9236
 DE9236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9236  Type    PID    Designation                      North   East  Ellip
 DE9236  -------------------------------------------------------------------
 DE9236  NETWORK DE9236 276W 201                          1.67   1.35   2.20
 DE9236  -------------------------------------------------------------------
 DE9236
 DE9236.The horizontal coordinates were established by GPS observations
 DE9236.and adjusted by the National Geodetic Survey in February 2007.
 DE9236
 DE9236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9236.The horizontal coordinates are valid at the epoch date displayed above.
 DE9236.The epoch date for horizontal control is a decimal equivalence
 DE9236.of Year/Month/Day.
 DE9236
 DE9236.The orthometric height was determined by GPS observations and a
 DE9236.high-resolution geoid model.
 DE9236.The orthometric height was determined by GPS observations and a
 DE9236.high-resolution geoid model using precise GPS observation and
 DE9236.processing techniques.
 DE9236
 DE9236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9236
 DE9236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9236
 DE9236.The ellipsoidal height was determined by GPS observations
 DE9236.and is referenced to NAD 83.
 DE9236
 DE9236.The geoid height was determined by GEOID03.
 DE9236
 DE9236;                    North         East     Units Scale Factor Converg.
 DE9236;SPC NC       -   253,013.966   526,380.346   MT  0.99996408   -0 31 58.6
 DE9236;SPC NC       -   830,096.65  1,726,966.19   sFT  0.99996408   -0 31 58.6
 DE9236;UTM  17      - 3,987,509.659   597,003.158   MT  0.99971594   +0 37 59.9
 DE9236
 DE9236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9236!SPC NC       -   0.99996311  x   0.99996408  =   0.99992719
 DE9236!UTM  17      -   0.99996311  x   0.99971594  =   0.99967906
 DE9236
 DE9236|---------------------------------------------------------------------|
 DE9236| PID    Reference Object                     Distance      Geod. Az  |
 DE9236|                                                           dddmmss.s |
 DE9236| DE9235 276W 200                            376.041 METERS 19444     |
 DE9236|---------------------------------------------------------------------|
 DE9236
 DE9236                          SUPERSEDED SURVEY CONTROL
 DE9236
 DE9236  NAD 83(2001)-  36 01 38.18745(N)    079 55 24.10373(W) AD(       ) 1
 DE9236  ELLIP H (03/13/03)  235.070  (m)                       GP(       ) 4 2
 DE9236  NAD 83(1986)-  36 01 38.19355(N)    079 55 24.11214(W) AD(       ) 1
 DE9236
 DE9236.Superseded values are not recommended for survey control.
 DE9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9236.See file dsdata.txt to determine how the superseded data were derived.
 DE9236
 DE9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9700387510(NAD 83)
 DE9236_MARKER: DD = SURVEY DISK
 DE9236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9236_STAMPING: 276W.201 7/97
 DE9236_MARK LOGO: NC1940
 DE9236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9236+STABILITY: SURFACE MOTION
 DE9236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9236+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9236
 DE9236  HISTORY     - Date     Condition        Report By
 DE9236  HISTORY     - 1997     MONUMENTED       NC1940
 DE9236
 DE9236                          STATION DESCRIPTION
 DE9236
 DE9236'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9236'LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF THE PIEDMONT TRIAD
 DE9236'INTERNATIONAL AIRPORT AND 8.2 MI (13.2 KM) WEST-SOUTHWEST OF THE
 DE9236'DOWNTOWN GREENSBORO CITY/COUNTY GOVERNMENT COMPLEX, ALONG GUILFORD
 DE9236'COLLEGE ROAD AT THE JAMESTOWN PRESBYTERIAN CHURCH.
 DE9236'ALONG GUILFORD COLLEGE ROAD FOR 2.5 MI (4.0 KM) SOUTH FROM THE BRIDGE
 DE9236'OVER I-40, AND JUST NORTH OF THE CHADWICK DRIVE INTERSECTION IN FRONT
 DE9236'LAWN OF CHURCH.
 DE9236'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF ROAD AND RECESSED
 DE9236'1-INCH BELOW THE GROUND. LOCATED 29.9 FT (9.1 M) WEST OF THE
 DE9236'CENTERLINE OF GUILFORD COLLEGE ROAD, 71.3 FT (21.7 M) NORTH OF
 DE9236'CENTERLINE OF SOUTHERNMOST DRIVE INTO PARKING LOT, 77.7 FT (23.7 M)
 DE9236'NORTH OF SANITARY SEWER MANHOLE IN DRIVEWAY, 40.8 FT (12.4 M) NORTH OF
 DE9236'THE TOP OF THE NORTH END OF A FLARED 3O-INCH CULVERT, AND 106.5 FT
 DE9236'(32.5 M) NORTH-NORTHEAST OF POWER POLE (91).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4485 ***********************************************************************
 FA4485  DESIGNATION -  277 RM
 FA4485  PID         -  FA4485
 FA4485  STATE/COUNTY-  NC/MECKLENBURG
 FA4485  USGS QUAD   -  MIDLAND (1993)
 FA4485
 FA4485                         *CURRENT SURVEY CONTROL
 FA4485  ___________________________________________________________________
 FA4485* NAD 83(2001)-  35 10 08.89582(N)    080 36 02.40300(W)     NO CHECK  
 FA4485* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FA4485  ___________________________________________________________________
 FA4485  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FA4485  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4485  HORZ ORDER  -  THIRD
 FA4485
 FA4485.The horizontal coordinates were established by classical geodetic methods
 FA4485.and adjusted by the National Geodetic Survey in August 2005.
 FA4485.No horizontal observational check was made to the station.
 FA4485
 FA4485.The orthometric height was scaled from a topographic map.
 FA4485
 FA4485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4485
 FA4485.The geoid height was determined by GEOID03.
 FA4485
 FA4485;                    North         East     Units Scale Factor Converg.
 FA4485;SPC NC       -   158,600.290   463,805.274   MT  0.99987363   -0 55 25.9
 FA4485;SPC NC       -   520,341.12  1,521,667.80   sFT  0.99987363   -0 55 25.9
 FA4485;UTM  17      - 3,891,873.051   536,364.710   MT  0.99961630   +0 13 48.1
 FA4485
 FA4485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4485!SPC NC       -   0.99997371  x   0.99987363  =   0.99984734
 FA4485!UTM  17      -   0.99997371  x   0.99961630  =   0.99959002
 FA4485
 FA4485                          SUPERSEDED SURVEY CONTROL
 FA4485
 FA4485  NAD 83(1986)-  35 10 08.91021(N)    080 36 02.41178(W) AD(       ) 3
 FA4485
 FA4485.Superseded values are not recommended for survey control.
 FA4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4485.See file dsdata.txt to determine how the superseded data were derived.
 FA4485
 FA4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3636591873(NAD 83)
 FA4485_MARKER: A = ALUMINUM MARKER
 FA4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4485_SP_SET: CONCRETE POST
 FA4485_STAMPING: 277
 FA4485_MARK LOGO: NC0870
 FA4485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4485+STABILITY: SURFACE MOTION
 FA4485
 FA4485  HISTORY     - Date     Condition        Report By
 FA4485  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4485  HISTORY     - 19980202 MARK NOT FOUND   USPSQD
 FA4485  HISTORY     - 20000614 SEE DESCRIPTION  NCGS
 FA4485
 FA4485                          STATION DESCRIPTION
 FA4485
 FA4485'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4485'MARK IS LOCATED IN MECKLENBURG COUNTY, 23.32 KM (14.49 MI)
 FA4485'EAST-SOUTHEAST OF CHARLOTTE AND 4.99 KM (3.10 MI) EAST OF MINT HILL.
 FA4485'MARK REACHED BY FIRST GOING TO GPS STATION M 077. (252.62 FT) TO REACH
 FA4485'THE STATION FROM THE INTERSECTION OF ROUTE 51 AND ROUTE 218, PROCEED
 FA4485'SOUTH ON ROUTE 218 (FAIRVIEW ROAD) FOR 4.99 KM (3.10 MI) TO STATION
 FA4485'LOCATED ON THE WEST RIGHT-OF-WAY OF THE ROAD. STATION IS 36.26 M
 FA4485'(118.96 FT)  SOUTH OF THE INTERSECTION OF ASHELEY GLEN DRIVE. STATION
 FA4485'IS 5.08 M (16.67 FT) S40W OF THE CENTERLINE OF ROUTE 218, 3.68 M
 FA4485'(12.07 FT) S60E OF A FENCE POST, 3.87 M (12.70 FT) N45W OF A FENCE
 FA4485'POST, AND 34.13 M (111.97 FT) S50E OF A GAS LINE JUNCTION BOX.
 FA4485'TO REACH THE REFERENCE MARK FROM GPS STATION M 077, PROCEED SOUTH ON
 FA4485'ROUTE 218 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE EAST RIGHT-OF-WAY
 FA4485'OF THE ROAD, 1.06 M (3.48 FT) EAST OF THE EDGE OF THE PAVEMENT. THE
 FA4485'MARK IS COMPASS BEARING S66E AND DISTANCE 311.217 M (1021.051 FT)
 FA4485'FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED 277.
 FA4485
 FA4485                          STATION RECOVERY (1998)
 FA4485
 FA4485'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4485'MARK NOT FOUND.
 FA4485
 FA4485                          STATION RECOVERY (2000)
 FA4485
 FA4485'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4485'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4486 ***********************************************************************
 FA4486  DESIGNATION -  278 RM
 FA4486  PID         -  FA4486
 FA4486  STATE/COUNTY-  NC/MECKLENBURG
 FA4486  USGS QUAD   -  BELMONT (1997)
 FA4486
 FA4486                         *CURRENT SURVEY CONTROL
 FA4486  ___________________________________________________________________
 FA4486* NAD 83(2001)-  35 08 29.44117(N)    081 01 47.39679(W)     NO CHECK  
 FA4486* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FA4486  ___________________________________________________________________
 FA4486  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 FA4486  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FA4486  HORZ ORDER  -  THIRD
 FA4486
 FA4486.The horizontal coordinates were established by classical geodetic methods
 FA4486.and adjusted by the National Geodetic Survey in August 2005.
 FA4486.No horizontal observational check was made to the station.
 FA4486
 FA4486.The orthometric height was scaled from a topographic map.
 FA4486
 FA4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4486
 FA4486.The geoid height was determined by GEOID03.
 FA4486
 FA4486;                    North         East     Units Scale Factor Converg.
 FA4486;SPC NC       -   156,251.154   424,657.228   MT  0.99987443   -1 10 17.6
 FA4486;SPC NC       -   512,633.99  1,393,229.59   sFT  0.99987443   -1 10 17.6
 FA4486;UTM  17      - 3,888,736.735   497,282.435   MT  0.99960009   -0 01 01.8
 FA4486
 FA4486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4486!SPC NC       -   0.99996985  x   0.99987443  =   0.99984428
 FA4486!UTM  17      -   0.99996985  x   0.99960009  =   0.99956995
 FA4486
 FA4486                          SUPERSEDED SURVEY CONTROL
 FA4486
 FA4486  NAD 83(1986)-  35 08 29.45473(N)    081 01 47.40233(W) AD(       ) 3
 FA4486
 FA4486.Superseded values are not recommended for survey control.
 FA4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4486.See file dsdata.txt to determine how the superseded data were derived.
 FA4486
 FA4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9728288737(NAD 83)
 FA4486_MARKER: A = ALUMINUM MARKER
 FA4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4486_SP_SET: CONCRETE POST
 FA4486_STAMPING: 278
 FA4486_MARK LOGO: NC0870
 FA4486_PROJECTION: RECESSED 5 CENTIMETERS
 FA4486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FA4486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4486+STABILITY: SURFACE MOTION
 FA4486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4486+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 FA4486
 FA4486  HISTORY     - Date     Condition        Report By
 FA4486  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4486  HISTORY     - 20030527 GOOD             SCGS
 FA4486
 FA4486                          STATION DESCRIPTION
 FA4486
 FA4486'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4486'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.3 KM (11.99 MI) SOUTHWEST OF
 FA4486'CHARLOTTE AND 0.80 KM (0.50 MI) WEST OF LAKE WYLIE.
 FA4486'MARK REACHED BY FIRST GOING TO GPS STATION M 078. (255.90 FT) TO REACH
 FA4486'THE STATION FROM THE INTERSECTION OF ROUTE 160 AND S.R.1116 (SHOPTON
 FA4486'ROAD), PROCEED SOUTH ON S.R.1116 FOR 5.23 KM (3.25 MI) TO THE
 FA4486'INTERSECTION OF S.R.1115 (ISLAND POINT ROAD).  GO WEST ON S.R.1115
 FA4486'FOR 2.41 KM (1.50 MI) TO STATION LOCATED ON THE WEST RIGHT-OF-WAY OF
 FA4486'THE ROAD ON A UTILITY LINE RIGHT-OF-WAY.  STATION IS 5.30 M
 FA4486'(17.39 FT) N28W OF THE CENTERLINE OF S.R.1115, 29.86 M (97.97 FT)
 FA4486'N40E OF THE CENTERLINE OF A GRAVEL ROAD TO THE SOUTHWEST, 3.71 M
 FA4486'(12.17 FT) S16W OF A NO TRESPASSING SIGN WITH A TAG, AND 13.16 M
 FA4486'(43.18 FT) S71W OF THE CENTERLINE OF THE UTILITY LINE ACCESS ROAD.
 FA4486'TO REACH THE REFERENCE MARK FROM GPS STATION M 078, PROCEED EAST ON S
 FA4486'.R. 1116 FOR 0.32 KM (0.20 MI) TO THE MARK ON THE NORTH RIGHT OF WAY
 FA4486'OF THE ROAD, 0.85 M (2.79 FT) NORTH OF THE EDGE OF THE PAVEMENT. THE
 FA4486'MARK IS COMPASS BEARING N88E AND DISTANCE 291.133 M (955.159 FT) FROM
 FA4486'THE GPS STATION. THE REFERENCE MARK IS STAMPED 278.
 FA4486
 FA4486                          STATION RECOVERY (2003)
 FA4486
 FA4486'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 FA4486'STATION IS LOCATED 10.4 MILES NORTH NORTHWEST OF FORT MILL, 12.3 MILES
 FA4486'SOUTHWEST OF CHARLOTTE. OWNERSHIP--NCDOT.TO REACH THE STATION FROM THE
 FA4486'JUNCTION OF STATE HIGHWAYS 49 AND 160, 6.6 MILES NORTH OF FORT MILL,
 FA4486'GO SOUTH SOUTHWEST ON HIGHWAY 49 FOR 1.0 MILE TO THE JUNCTION OF STATE
 FA4486'ROAD 1116 (SHOPTON ROAD), TURN RIGHT ON ROAD 1116 FOR 2.5 MILES TO THE
 FA4486'JUNCTION OF STATE ROAD 1114 (WOODY POINT ROAD), CONTINUE ON HIGHWAY
 FA4486'1116 FOR 0.5 MILE TO THE JUNCTION OF STATE ROAD 1115 (ISLAND POINT
 FA4486'ROAD), TURN LEFT ON ROAD 1115 FOR 1.2 MILES TO THE STATION ON THE
 FA4486'RIGHT NEAR THE EDGE OF THE PAVEMENT.STATION IS A CONCRETE POST
 FA4486'RECESSED 0.2 FOOT AND LEVEL WITH THE ROAD, 11.9 FEET NORTH NORTHEAST
 FA4486'OF THE CENTER OF THE ROAD, 35.2 FEET SOUTHWEST OF A POWER POLE WITH
 FA4486'GUY WIRE AND A NCGS REFERENCE TAG ATTACHED, 41.8 FEET NORTH NORTHWEST
 FA4486'OF A 0.8-FOOT SWEET GUM TREE WITH NCGS REFERENCE TAG ATTACHED, 27.9
 FA4486'FEET SOUTHEAST OF A WITNESS POST.NOTE-STATION IS INTERVISIBLE WITH
 FA4486'SURVEY STATION M 078 .RECOVERED BY R.P. MCKEOWN.
 FA4486' 
 FA4486'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9485 ***********************************************************************
 DE9485  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9485  DESIGNATION -  278E 200
 DE9485  PID         -  DE9485
 DE9485  STATE/COUNTY-  NC/GUILFORD
 DE9485  USGS QUAD   -  GUILFORD (1994)
 DE9485
 DE9485                         *CURRENT SURVEY CONTROL
 DE9485  ___________________________________________________________________
 DE9485* NAD 83(2007)-  36 02 41.64846(N)    079 55 05.50986(W)     ADJUSTED  
 DE9485* NAVD 88     -       274.10   (meters)     899.3    (feet)  GPS OBS   
 DE9485  ___________________________________________________________________
 DE9485  EPOCH DATE  -        2002.00
 DE9485  X           -     903,850.393 (meters)                     COMP
 DE9485  Y           -  -5,083,538.156 (meters)                     COMP
 DE9485  Z           -   3,732,364.232 (meters)                     COMP
 DE9485  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 DE9485  ELLIP HEIGHT-         242.867 (meters)          (02/10/07) ADJUSTED
 DE9485  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9485
 DE9485  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9485  Type    PID    Designation                      North   East  Ellip
 DE9485  -------------------------------------------------------------------
 DE9485  NETWORK DE9485 278E 200                          1.61   1.49   2.49
 DE9485  -------------------------------------------------------------------
 DE9485
 DE9485.The horizontal coordinates were established by GPS observations
 DE9485.and adjusted by the National Geodetic Survey in February 2007.
 DE9485
 DE9485.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9485.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9485.The horizontal coordinates are valid at the epoch date displayed above.
 DE9485.The epoch date for horizontal control is a decimal equivalence
 DE9485.of Year/Month/Day.
 DE9485
 DE9485.The orthometric height was determined by GPS observations and a
 DE9485.high-resolution geoid model.
 DE9485.The orthometric height was determined by GPS observations and a
 DE9485.high-resolution geoid model using precise GPS observation and
 DE9485.processing techniques.
 DE9485
 DE9485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9485
 DE9485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9485
 DE9485.The ellipsoidal height was determined by GPS observations
 DE9485.and is referenced to NAD 83.
 DE9485
 DE9485.The geoid height was determined by GEOID03.
 DE9485
 DE9485;                    North         East     Units Scale Factor Converg.
 DE9485;SPC NC       -   254,965.509   526,863.936   MT  0.99996829   -0 31 47.8
 DE9485;SPC NC       -   836,499.34  1,728,552.76   sFT  0.99996829   -0 31 47.8
 DE9485;UTM  17      - 3,989,470.151   597,446.811   MT  0.99971700   +0 38 11.8
 DE9485
 DE9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9485!SPC NC       -   0.99996188  x   0.99996829  =   0.99993017
 DE9485!UTM  17      -   0.99996188  x   0.99971700  =   0.99967889
 DE9485
 DE9485:                Primary Azimuth Mark                     Grid Az
 DE9485:SPC NC       -  278E 201                                 194 15 26.2
 DE9485:UTM  17      -  278E 201                                 193 05 26.6
 DE9485
 DE9485|---------------------------------------------------------------------|
 DE9485| PID    Reference Object                     Distance      Geod. Az  |
 DE9485|                                                           dddmmss.s |
 DE9485| DE9486 278E 201                            APPROX. 0.6 KM 1934338.4 |
 DE9485|---------------------------------------------------------------------|
 DE9485
 DE9485                          SUPERSEDED SURVEY CONTROL
 DE9485
 DE9485  NAD 83(2001)-  36 02 41.64872(N)    079 55 05.50967(W) AD(       ) 1
 DE9485  ELLIP H (03/13/03)  242.874  (m)                       GP(       ) 4 2
 DE9485  NAD 83(1986)-  36 02 41.65467(N)    079 55 05.51840(W) AD(       ) 1
 DE9485
 DE9485.Superseded values are not recommended for survey control.
 DE9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9485.See file dsdata.txt to determine how the superseded data were derived.
 DE9485
 DE9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9744789470(NAD 83)
 DE9485_MARKER: DD = SURVEY DISK
 DE9485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9485_STAMPING: 278E200 1999
 DE9485_MARK LOGO: NC1940
 DE9485_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9485+STABILITY: SURFACE MOTION
 DE9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9485+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9485
 DE9485  HISTORY     - Date     Condition        Report By
 DE9485  HISTORY     - 1999     MONUMENTED       NC1940
 DE9485
 DE9485                          STATION DESCRIPTION
 DE9485
 DE9485'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9485'STATION IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9485'GREENSBORO GOVERNMENT PLAZA, AND 3.6 MI (5.8 KM) NORTH-NORTHEAST OF
 DE9485'THE JAMESTOWN COMMUNITY.
 DE9485'ALONG GUILFORD COLLEGE ROAD, ABOUT 0.25 MI (0.40 KM) SOUTH OF WENDOVER
 DE9485'AVENUE, IN THE NORTHEAST QUADRANT OF INTERSECTION WITH SR 1559 (RUFFIN
 DE9485'ROAD).
 DE9485'MARK IS ABOUT LEVEL WITH THE CENTER OF SR 1559 AND FLUSH WITH THE
 DE9485'GROUND. LOCATED 33.0 FT (10.1 M) EAST OF THE CENTERLINE OF GUILFORD
 DE9485'COLLEGE ROAD, 10.0 FT (3.0 M) NORTH OF THE CENTERLINE OF RUFFIN ROAD
 DE9485'OR 2.4 FT (0.7 M) NORTH OF EDGE OF PAVEMENT, 6.6 FT (2.0 M) SOUTHWEST
 DE9485'OF END OF A 15-INCH METAL CULVERT, AND 35.0 FT (10.7 M) SOUTHWEST OF
 DE9485'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9486 ***********************************************************************
 DE9486  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9486  DESIGNATION -  278E 201
 DE9486  PID         -  DE9486
 DE9486  STATE/COUNTY-  NC/GUILFORD
 DE9486  USGS QUAD   -  GUILFORD (1994)
 DE9486
 DE9486                         *CURRENT SURVEY CONTROL
 DE9486  ___________________________________________________________________
 DE9486* NAD 83(2007)-  36 02 22.73112(N)    079 55 11.19977(W)     ADJUSTED  
 DE9486* NAVD 88     -       272.58   (meters)     894.3    (feet)  GPS OBS   
 DE9486  ___________________________________________________________________
 DE9486  EPOCH DATE  -        2002.00
 DE9486  X           -     903,769.997 (meters)                     COMP
 DE9486  Y           -  -5,083,899.678 (meters)                     COMP
 DE9486  Z           -   3,731,891.867 (meters)                     COMP
 DE9486  LAPLACE CORR-           6.91  (seconds)                    DEFLEC99
 DE9486  ELLIP HEIGHT-         241.365 (meters)          (02/10/07) ADJUSTED
 DE9486  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DE9486
 DE9486  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9486  Type    PID    Designation                      North   East  Ellip
 DE9486  -------------------------------------------------------------------
 DE9486  NETWORK DE9486 278E 201                          1.84   1.71   2.88
 DE9486  -------------------------------------------------------------------
 DE9486
 DE9486.The horizontal coordinates were established by GPS observations
 DE9486.and adjusted by the National Geodetic Survey in February 2007.
 DE9486
 DE9486.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9486.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9486.The horizontal coordinates are valid at the epoch date displayed above.
 DE9486.The epoch date for horizontal control is a decimal equivalence
 DE9486.of Year/Month/Day.
 DE9486
 DE9486.The orthometric height was determined by GPS observations and a
 DE9486.high-resolution geoid model.
 DE9486.The orthometric height was determined by GPS observations and a
 DE9486.high-resolution geoid model using precise GPS observation and
 DE9486.processing techniques.
 DE9486
 DE9486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9486
 DE9486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9486
 DE9486.The ellipsoidal height was determined by GPS observations
 DE9486.and is referenced to NAD 83.
 DE9486
 DE9486.The geoid height was determined by GEOID03.
 DE9486
 DE9486;                    North         East     Units Scale Factor Converg.
 DE9486;SPC NC       -   254,383.798   526,716.119   MT  0.99996703   -0 31 51.1
 DE9486;SPC NC       -   834,590.84  1,728,067.80   sFT  0.99996703   -0 31 51.1
 DE9486;UTM  17      - 3,988,885.698   597,310.901   MT  0.99971668   +0 38 08.1
 DE9486
 DE9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9486!SPC NC       -   0.99996212  x   0.99996703  =   0.99992915
 DE9486!UTM  17      -   0.99996212  x   0.99971668  =   0.99967881
 DE9486
 DE9486:                Primary Azimuth Mark                     Grid Az
 DE9486:SPC NC       -  278E 200                                 014 15 26.2
 DE9486:UTM  17      -  278E 200                                 013 05 27.0
 DE9486
 DE9486|---------------------------------------------------------------------|
 DE9486| PID    Reference Object                     Distance      Geod. Az  |
 DE9486|                                                           dddmmss.s |
 DE9486| DE9485 278E 200                            APPROX. 0.6 KM 0134335.1 |
 DE9486|---------------------------------------------------------------------|
 DE9486
 DE9486                          SUPERSEDED SURVEY CONTROL
 DE9486
 DE9486  NAD 83(2001)-  36 02 22.73137(N)    079 55 11.19959(W) AD(       ) 1
 DE9486  ELLIP H (03/13/03)  241.371  (m)                       GP(       ) 4 2
 DE9486  NAD 83(1986)-  36 02 22.73735(N)    079 55 11.20820(W) AD(       ) 1
 DE9486
 DE9486.Superseded values are not recommended for survey control.
 DE9486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9486.See file dsdata.txt to determine how the superseded data were derived.
 DE9486
 DE9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9731188886(NAD 83)
 DE9486_MARKER: DD = SURVEY DISK
 DE9486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9486_STAMPING: 278E201 1999
 DE9486_MARK LOGO: NC1940
 DE9486_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9486+STABILITY: SURFACE MOTION
 DE9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9486+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2005
 DE9486
 DE9486  HISTORY     - Date     Condition        Report By
 DE9486  HISTORY     - 1999     MONUMENTED       NC1940
 DE9486  HISTORY     - 20040920 GOOD             USPSQD
 DE9486  HISTORY     - 20050929 GOOD             USPSQD
 DE9486
 DE9486                          STATION DESCRIPTION
 DE9486
 DE9486'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9486'STATION IS ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9486'GREENSBORO GOVERNMENT PLAZA, AND 3.2 MI (5.1 KM) NORTH-NORTHEAST OF
 DE9486'THE JAMESTOWN COMMUNITY.
 DE9486'ALONG GUILFORD COLLEGE ROAD, 0.7 MI (1.1 KM) SOUTH OF WENDOVER AVENUE,
 DE9486'IN THE NORTHWEST QUADRANT OF INTERSECTION WITH PIEDMONT PARKWAY.
 DE9486'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9486'GROUND. LOCATED 25.8 FT (7.9 M) WEST OF THE CENTERLINE OF GUILFORD
 DE9486'COLLEGE ROAD, 83.0 FT (25.3 M) NORTHEAST OF THE CENTERLINE OF PIEDMONT
 DE9486'PARKWAY, 18.2 FT (5.5 M) SOUTHEAST OF POWER POLE, AND 66.5 FT (20.3 M)
 DE9486'NORTHEAST OF A STREET LIGHT POLE.
 DE9486
 DE9486                          STATION RECOVERY (2004)
 DE9486
 DE9486'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 DE9486'RECOVERED IN GOOD CONDITION.
 DE9486
 DE9486                          STATION RECOVERY (2005)
 DE9486
 DE9486'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4487 ***********************************************************************
 FA4487  DESIGNATION -  279 AZ MK
 FA4487  PID         -  FA4487
 FA4487  STATE/COUNTY-  NC/MECKLENBURG
 FA4487  USGS QUAD   -  BELMONT (1997)
 FA4487
 FA4487                         *CURRENT SURVEY CONTROL
 FA4487  ___________________________________________________________________
 FA4487* NAD 83(2001)-  35 08 16.01032(N)    081 00 36.54303(W)     NO CHECK  
 FA4487* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 FA4487  ___________________________________________________________________
 FA4487  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 FA4487  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FA4487  HORZ ORDER  -  THIRD
 FA4487
 FA4487.The horizontal coordinates were established by classical geodetic methods
 FA4487.and adjusted by the National Geodetic Survey in August 2005.
 FA4487.No horizontal observational check was made to the station.
 FA4487
 FA4487.The orthometric height was scaled from a topographic map.
 FA4487
 FA4487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4487
 FA4487.The geoid height was determined by GEOID03.
 FA4487
 FA4487;                    North         East     Units Scale Factor Converg.
 FA4487;SPC NC       -   155,800.896   426,441.850   MT  0.99987456   -1 09 36.7
 FA4487;SPC NC       -   511,156.77  1,399,084.64   sFT  0.99987456   -1 09 36.7
 FA4487;UTM  17      - 3,888,322.635   499,075.274   MT  0.99960001   -0 00 21.0
 FA4487
 FA4487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4487!SPC NC       -   0.99997407  x   0.99987456  =   0.99984864
 FA4487!UTM  17      -   0.99997407  x   0.99960001  =   0.99957409
 FA4487
 FA4487                          SUPERSEDED SURVEY CONTROL
 FA4487
 FA4487  NAD 83(1986)-  35 08 16.02352(N)    081 00 36.54877(W) AD(       ) 3
 FA4487
 FA4487.Superseded values are not recommended for survey control.
 FA4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4487.See file dsdata.txt to determine how the superseded data were derived.
 FA4487
 FA4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9907588323(NAD 83)
 FA4487_MARKER: A = ALUMINUM MARKER
 FA4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4487_SP_SET: CONCRETE POST
 FA4487_STAMPING: 279
 FA4487_MARK LOGO: NC0870
 FA4487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4487+STABILITY: SURFACE MOTION
 FA4487
 FA4487  HISTORY     - Date     Condition        Report By
 FA4487  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4487
 FA4487                          STATION DESCRIPTION
 FA4487
 FA4487'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4487'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.72 KM (11.01 MI) SOUTHWEST
 FA4487'OF CHARLOTTE AND 0.64 KM (0.40 MI) WEST OF LAKE WYLIE.
 FA4487'MARK REACHED BY FIRST GOING TO GPS STATION M 079. (259.19 FT) TO REACH
 FA4487'THE STATION FROM THE INTERSECTION OF ROUTE 160 AND S.R.1116 (SHOPTON
 FA4487'ROAD), PROCEED SOUTH ON S.R.1116 FOR 4.18 KM (2.60 MI) TO STATION
 FA4487'LOCATED ON THE WEST RIGHT-OF-WAY OF THE ROAD. STATION IS 6.46 M
 FA4487'(21.19 FT) N60W OF THE CENTERLINE OF S.R.1116, 11.49 M (37.70 FT)
 FA4487'N25E OF AN IRON DRAINAGE PIPE, 17.22 M (56.50 FT) S10W OF A SMALL ELM
 FA4487'TREE WITH A TAG, AND 3.62 M (11.88 FT) WEST OF THE EDGE OF THE
 FA4487'PAVEMENT OF S.R. 1116.
 FA4487'TO REACH THE AZIMUTH MARK FROM GPS STATION M 079, PROCEED SOUTH ON S
 FA4487'.R. 1116 FOR 0.48 KM (0.30 MI) TO MARK IN THE WEST RIGHT-OF-WAY OF THE
 FA4487'ROAD, 0.70 M (2.30 FT) WEST OF THE EDGE OF THE PAVEMENT. THE AZIMUTH
 FA4487'MARK IS COMPASS BEARING S15W AND DISTANCE 485.127 M (1591.621 FT)
 FA4487'FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 279.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3753 ***********************************************************************
 EY3753  DESIGNATION -  28 CMP
 EY3753  PID         -  EY3753
 EY3753  STATE/COUNTY-  NC/CRAVEN
 EY3753  USGS QUAD   -  REELSBORO (1983)
 EY3753
 EY3753                         *CURRENT SURVEY CONTROL
 EY3753  ___________________________________________________________________
 EY3753* NAD 83(2001)-  35 08 06.53745(N)    076 59 24.15726(W)     ADJUSTED  
 EY3753* NAVD 88     -         4.78   (+/-2cm)      15.7    (feet)  VERTCON   
 EY3753  ___________________________________________________________________
 EY3753  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EY3753  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY3753  HORZ ORDER  -  THIRD
 EY3753  VERT ORDER  -  THIRD ? (See Below)
 EY3753
 EY3753.The horizontal coordinates were established by classical geodetic methods
 EY3753.and adjusted by the National Geodetic Survey in August 2005.
 EY3753
 EY3753.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3753.The vertical order pertains to the NGVD 29 superseded value.
 EY3753
 EY3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3753
 EY3753.The geoid height was determined by GEOID03.
 EY3753
 EY3753;                    North         East     Units Scale Factor Converg.
 EY3753;SPC NC       -   155,508.703   792,748.777   MT  0.99987465   +1 09 36.3
 EY3753;SPC NC       -   510,198.14  2,600,876.61   sFT  0.99987465   +1 09 36.3
 EY3753;UTM  18      - 3,889,843.286   318,691.897   MT  1.00000514   -1 08 44.1
 EY3753
 EY3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3753!SPC NC       -   1.00000509  x   0.99987465  =   0.99987974
 EY3753!UTM  18      -   1.00000509  x   1.00000514  =   1.00001023
 EY3753
 EY3753                          SUPERSEDED SURVEY CONTROL
 EY3753
 EY3753  NAD 83(1986)-  35 08 06.54746(N)    076 59 24.16462(W) AD(       ) 4
 EY3753  NAD 27      -  35 08 05.96515(N)    076 59 25.36118(W) AD(       ) 3
 EY3753  NGVD 29 (07/19/86)    5.10   (m)           16.7    (f) LEVELING    3  
 EY3753
 EY3753.Superseded values are not recommended for survey control.
 EY3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3753.See file dsdata.txt to determine how the superseded data were derived.
 EY3753
 EY3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1869289843(NAD 83)
 EY3753_MARKER: DD = SURVEY DISK
 EY3753_SETTING: 0 = UNSPECIFIED SETTING
 EY3753_STAMPING: 28 CMP 1964 17 ET
 EY3753_MARK LOGO: USGS  
 EY3753_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3753
 EY3753  HISTORY     - Date     Condition        Report By
 EY3753  HISTORY     - 1964     MONUMENTED       USGS
 EY3753
 EY3753                          STATION DESCRIPTION
 EY3753
 EY3753'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3753'BRIDGETON, 2.2 MI E. OF, ALONG STATE HIGHWAY 55, 15 FT E. OF FENCE
 EY3753'CORNER, 46 FT S. AND 43 FT E. OF, AND 0.4 FT LOWER THAN CENTERLINE OF
 EY3753'CROSSROADS, IN CONCRETE POST, STANDARD USGS TABLET
 EY3753'STAMPED---28 CMP 1964 17 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1026 ***********************************************************************
 EZ1026  DESIGNATION -  28 DRD
 EZ1026  PID         -  EZ1026
 EZ1026  STATE/COUNTY-  NC/WAKE
 EZ1026  USGS QUAD   -  LAKE WHEELER (1993)
 EZ1026
 EZ1026                         *CURRENT SURVEY CONTROL
 EZ1026  ___________________________________________________________________
 EZ1026* NAD 83(1986)-  35 37 56.     (N)    078 42 57.     (W)     SCALED    
 EZ1026* NAVD 88     -        79.963  (meters)     262.35   (feet)  ADJUSTED  
 EZ1026  ___________________________________________________________________
 EZ1026  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ1026  DYNAMIC HT  -          79.893 (meters)     262.12  (feet)  COMP
 EZ1026  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 EZ1026
 EZ1026  VERT ORDER  -  SECOND    CLASS 0
 EZ1026
 EZ1026.The horizontal coordinates were scaled from a topographic map and have
 EZ1026.an estimated accuracy of +/- 6 seconds.
 EZ1026
 EZ1026.The orthometric height was determined by differential leveling
 EZ1026.and adjusted in June 1991.
 EZ1026
 EZ1026.The geoid height was determined by GEOID03.
 EZ1026
 EZ1026.The dynamic height is computed by dividing the NAVD 88
 EZ1026.geopotential number by the normal gravity value computed on the
 EZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1026.degrees latitude (g = 980.6199 gals.).
 EZ1026
 EZ1026.The modeled gravity was interpolated from observed gravity values.
 EZ1026
 EZ1026;                    North         East    Units  Estimated Accuracy
 EZ1026;SPC NC       -   208,830.      635,340.      MT  (+/- 180 meters Scaled)
 EZ1026
 EZ1026                          SUPERSEDED SURVEY CONTROL
 EZ1026
 EZ1026  NGVD 29 (??/??/92)   80.232  (m)          263.23   (f) ADJ UNCH    2 0
 EZ1026
 EZ1026.Superseded values are not recommended for survey control.
 EZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1026.See file dsdata.txt to determine how the superseded data were derived.
 EZ1026
 EZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV068455(NAD 83)
 EZ1026_MARKER: DD = SURVEY DISK
 EZ1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1026_SP_SET: BRIDGE
 EZ1026_STAMPING: 28 DRD 1960
 EZ1026_MARK LOGO: USGS  
 EZ1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1026+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ1026
 EZ1026  HISTORY     - Date     Condition        Report By
 EZ1026  HISTORY     - 1960     MONUMENTED       USGS
 EZ1026  HISTORY     - 1973     GOOD             NCGS
 EZ1026  HISTORY     - 1973     GOOD             NCGS
 EZ1026  HISTORY     - 20051212 GOOD             USPSQD
 EZ1026
 EZ1026                          STATION DESCRIPTION
 EZ1026
 EZ1026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1026'5.8 MI ENE FROM FUQUAY VARINA.
 EZ1026'28 DRD IS LOCATED APPROXIMATELY 11.0 MILES SSW OF CAPITOL SQUARE
 EZ1026'IN RALEIGH.  TO REACH STATION FROM INTERSECTION OF U.S. 401,
 EZ1026'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA,
 EZ1026'PROCEED NE ALONG U.S. 401 FOR 3.5 MILES TO BRIDGE OVER MIDDLE
 EZ1026'CREEK AND STATION IN NW WINGWALL, 20.0 FT W OF C/L OF U.S. 401,
 EZ1026'3.0 FT W OF NW END OF GUARD RAIL.  DISK IS SET FLUSH IN DRILL
 EZ1026'HOLE IN CONCRETE WINGWALL.
 EZ1026
 EZ1026                          STATION RECOVERY (1973)
 EZ1026
 EZ1026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1026'LOCATED APPOXIMATELY 11.0 MILES SSW OF CAPITOL SQUARE IN RALEIGH.  TO
 EZ1026'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42
 EZ1026'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401
 EZ1026'FOR 3.5 MILES TO BRIDGE OVER MIDDLE CREEK AND STATION IN NW WINGWALL.
 EZ1026'20.0 FT. W OF C/L OF US 401, 3.0 FT. W OF NW END OF GUARD RAIL. DISK
 EZ1026'IS SET FLUSH IN DRILL HOLE IN CONCRETE WINGWALL.
 EZ1026
 EZ1026                          STATION RECOVERY (2005)
 EZ1026
 EZ1026'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4598 ***********************************************************************
 AE4598  DESIGNATION -  28 DRD
 AE4598  PID         -  AE4598
 AE4598  STATE/COUNTY-  NC/ROWAN
 AE4598  USGS QUAD   -  ROCKWELL (1987)
 AE4598
 AE4598                         *CURRENT SURVEY CONTROL
 AE4598  ___________________________________________________________________
 AE4598* NAD 83(2001)-  35 36 34.05693(N)    080 29 45.30954(W)     ADJUSTED  
 AE4598* NAVD 88     -       252.36   (+/-2cm)     828.0    (feet)  VERTCON   
 AE4598  ___________________________________________________________________
 AE4598  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AE4598  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AE4598  HORZ ORDER  -  SECOND
 AE4598  VERT ORDER  -  THIRD (See Below)
 AE4598
 AE4598.The horizontal coordinates were established by classical geodetic methods
 AE4598.and adjusted by the National Geodetic Survey in August 2005.
 AE4598
 AE4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4598.The vertical order pertains to the NGVD 29 superseded value.
 AE4598
 AE4598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4598
 AE4598.The geoid height was determined by GEOID03.
 AE4598
 AE4598;                    North         East     Units Scale Factor Converg.
 AE4598;SPC NC       -   207,292.753   474,081.513   MT  0.99989202   -0 51 48.2
 AE4598;SPC NC       -   680,092.97  1,555,382.43   sFT  0.99989202   -0 51 48.2
 AE4598;UTM  17      - 3,940,750.236   545,654.726   MT  0.99962568   +0 17 36.6
 AE4598
 AE4598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4598!SPC NC       -   0.99996525  x   0.99989202  =   0.99985727
 AE4598!UTM  17      -   0.99996525  x   0.99962568  =   0.99959094
 AE4598
 AE4598                          SUPERSEDED SURVEY CONTROL
 AE4598
 AE4598  NAD 83(1986)-  35 36 34.06796(N)    080 29 45.31609(W) AD(       ) 2
 AE4598  NGVD 29 (11/20/97)  252.60   (m)          828.7    (f) LEVELING    3  
 AE4598
 AE4598.Superseded values are not recommended for survey control.
 AE4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4598.See file dsdata.txt to determine how the superseded data were derived.
 AE4598
 AE4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4565540750(NAD 83)
 AE4598_MARKER: DB = BENCH MARK DISK
 AE4598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4598_SP_SET: ROCKWALL
 AE4598_STAMPING: 28 DRD 1958 829
 AE4598_MARK LOGO: USGS  
 AE4598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4598+STABILITY: SURFACE MOTION
 AE4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4598+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1991
 AE4598
 AE4598  HISTORY     - Date     Condition        Report By
 AE4598  HISTORY     - 1958     MONUMENTED       USGS
 AE4598  HISTORY     - 19911030 GOOD             NCGS
 AE4598
 AE4598                          STATION DESCRIPTION
 AE4598
 AE4598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4598'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) WEST OF GRANITE QUARRY AND
 AE4598'4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF SALISBURY. PROCEED ALONG NC 152 FOR
 AE4598'2.45 MI (3.94 KM) EAST FROM THE I-85 UNDERPASS, THENCE NORTH FOR 3.95
 AE4598'MI (6.36 KM) ALONG SR 1002 (OLD CONCORD ROAD) TO SR 2532 (ST PAULS
 AE4598'CHURCH ROAD) AND THE STATION, ON THE WEST SIDE OF SR 1002, IN THE
 AE4598'NORTHEAST CORNER OF A CONCRETE WALL. MARK IS ABOUT 2 FEET HIGHER THAN
 AE4598'THE ROAD. LOCATED 20.5 FT (6.2 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AE4598'SR 1002, 53.5 FT (16.3 M) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 AE4598'SR 2532 AND SR 1002, 85.0 FT (25.9 M) SOUTH-SOUTHWEST OF A TELEPHONE
 AE4598'PEDESTAL, AND 4.3 FT (1.3 M) EAST-SOUTHEAST OF THE WEST END OF THE
 AE4598'CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0595 ***********************************************************************
 FX0595  DESIGNATION -  28 ECCS
 FX0595  PID         -  FX0595
 FX0595  STATE/COUNTY-  NC/PASQUOTANK
 FX0595  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0595
 FX0595                         *CURRENT SURVEY CONTROL
 FX0595  ___________________________________________________________________
 FX0595* NAD 83(1986)-  36 18 09.     (N)    076 13 23.     (W)     SCALED    
 FX0595* NAVD 88     -         0.584  (meters)       1.92   (feet)  ADJUSTED  
 FX0595  ___________________________________________________________________
 FX0595  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0595  DYNAMIC HT  -           0.584 (meters)       1.92  (feet)  COMP
 FX0595  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 FX0595
 FX0595  VERT ORDER  -  FIRST     CLASS I
 FX0595
 FX0595.The horizontal coordinates were scaled from a topographic map and have
 FX0595.an estimated accuracy of +/- 6 seconds.
 FX0595
 FX0595.The orthometric height was determined by differential leveling
 FX0595.and adjusted in June 1991.
 FX0595
 FX0595.The geoid height was determined by GEOID03.
 FX0595
 FX0595.The dynamic height is computed by dividing the NAVD 88
 FX0595.geopotential number by the normal gravity value computed on the
 FX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0595.degrees latitude (g = 980.6199 gals.).
 FX0595
 FX0595.The modeled gravity was interpolated from observed gravity values.
 FX0595
 FX0595;                    North         East    Units  Estimated Accuracy
 FX0595;SPC NC       -   286,660.      859,000.      MT  (+/- 180 meters Scaled)
 FX0595
 FX0595                          SUPERSEDED SURVEY CONTROL
 FX0595
 FX0595  NGVD 29 (??/??/92)    0.86   (m)            2.8    (f) COMPUTED    1 1
 FX0595
 FX0595.Superseded values are not recommended for survey control.
 FX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0595.See file dsdata.txt to determine how the superseded data were derived.
 FX0595
 FX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901181(NAD 83)
 FX0595_MARKER: DD = SURVEY DISK
 FX0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0595_STAMPING: NO 28 1953
 FX0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0595+STABILITY: SURFACE MOTION
 FX0595
 FX0595  HISTORY     - Date     Condition        Report By
 FX0595  HISTORY     - 1953     MONUMENTED       NC1460
 FX0595  HISTORY     - 1963     GOOD             NGS
 FX0595
 FX0595                          STATION DESCRIPTION
 FX0595
 FX0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0595'AT ELIZABETH CITY.
 FX0595'AT ELIZABETH CITY, AT THE JUNCTION OF NORTH ROAD AND ELIZABETH
 FX0595'STREETS, 23.5 FEET WEST OF CENTER OF JUNCTION, 8 FEET WEST OF
 FX0595'WEST CURB OF NORTH ROAD STREET, 6 1/2 FEET WEST OF POLE SUPPORTING
 FX0595'TRAFFIC LIGHT, 8 FEET NORTH OF A PRIVATE DRIVEWAY LEADING WEST,
 FX0595'AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW SURFACE OF
 FX0595'SIDEWALK ACCESS WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2988 ***********************************************************************
 AB2988  DESIGNATION -  28 JS 2
 AB2988  PID         -  AB2988
 AB2988  STATE/COUNTY-  NC/DURHAM
 AB2988  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2988
 AB2988                         *CURRENT SURVEY CONTROL
 AB2988  ___________________________________________________________________
 AB2988* NAD 83(2001)-  35 54 36.67414(N)    078 59 01.47615(W)     ADJUSTED  
 AB2988* NAVD 88     -        90.59   (+/-2cm)     297.2    (feet)  VERTCON   
 AB2988  ___________________________________________________________________
 AB2988  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 AB2988  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AB2988  HORZ ORDER  -  SECOND
 AB2988  VERT ORDER  -  THIRD ? (See Below)
 AB2988
 AB2988.The horizontal coordinates were established by classical geodetic methods
 AB2988.and adjusted by the National Geodetic Survey in August 2005.
 AB2988
 AB2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2988.The vertical order pertains to the NGVD 29 superseded value.
 AB2988
 AB2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2988
 AB2988.The geoid height was determined by GEOID03.
 AB2988
 AB2988;                    North         East     Units Scale Factor Converg.
 AB2988;SPC NC       -   239,635.896   611,068.547   MT  0.99993850   +0 00 33.8
 AB2988;SPC NC       -   786,205.44  2,004,814.06   sFT  0.99993850   +0 00 33.8
 AB2988;UTM  17      - 3,975,865.008   681,938.059   MT  1.00000789   +1 10 58.4
 AB2988
 AB2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2988!SPC NC       -   0.99999069  x   0.99993850  =   0.99992919
 AB2988!UTM  17      -   0.99999069  x   1.00000789  =   0.99999858
 AB2988
 AB2988                          SUPERSEDED SURVEY CONTROL
 AB2988
 AB2988  NAD 83(1986)-  35 54 36.67820(N)    078 59 01.48528(W) AD(       ) 2
 AB2988  NGVD 29 (04/29/96)   90.84   (m)          298.0    (f) LEVELING    3  
 AB2988
 AB2988.Superseded values are not recommended for survey control.
 AB2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2988.See file dsdata.txt to determine how the superseded data were derived.
 AB2988
 AB2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8193875865(NAD 83)
 AB2988_MARKER: DE = TRAVERSE STATION DISK
 AB2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2988_STAMPING: 28 JS 2 1962
 AB2988_MARK LOGO: NCDOT 
 AB2988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2988+STABILITY: SURFACE MOTION
 AB2988
 AB2988  HISTORY     - Date     Condition        Report By
 AB2988  HISTORY     - 1962     MONUMENTED       NCDOT
 AB2988  HISTORY     - 19880101 GOOD             NCGS
 AB2988  HISTORY     - 20040602 MARK NOT FOUND   NC1360
 AB2988  HISTORY     - 20050912 POOR             GEOCAC
 AB2988
 AB2988                          STATION DESCRIPTION
 AB2988
 AB2988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2988'STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) EAST OF CHAPEL HILL, AND 12.1
 AB2988'KM (7.5 MI) SOUTHWEST OF DURHAM. PROCEED ALONG NC 54 FOR 0.2 KM (0.1
 AB2988'MI) WEST-SOUTHWEST FROM I-40 UNDERPASS TO SR 1110 (FARRINGTON RD),
 AB2988'THENCE 0.2 KM (0.1 MI) SOUTH ALONG SR 1110, TO STATION, NEAR POWER
 AB2988'POLE. MARK PROJECTS 3 INCHES ABOVE GROUND AND IS LEVEL WITH ROAD.
 AB2988'LOCATED 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF THE ROAD, 2.3 M (7.5
 AB2988'FT) SOUTH OF GUY WIRE ANCHOR, AND 2.9 M (9.5 FT) NORTHEAST OF A POWER
 AB2988'POLE WITH A REFERENCE TAG.
 AB2988
 AB2988                          STATION RECOVERY (2004)
 AB2988
 AB2988'RECOVERY NOTE BY CITY OF DURHAM NORTH CAROLINA 2004 (RH)
 AB2988'MARK NOT FOUND.
 AB2988
 AB2988                          STATION RECOVERY (2005)
 AB2988
 AB2988'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2988'MONUMENT WAS DISCOVERED LYING HORIZONTAL ON THE GROUND NEAR THE
 AB2988'PUBLISHED COORDINATES, WITH ONE-HALF OF DISK MISSING. THE POWER POLE
 AB2988'REFERENCES ARE NO LONGER VALID BECAUSE THE LINES WERE RELOCATED WHEN
 AB2988'THE ROAD WAS WIDENED. THIS STATION IS NOT USEABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2892 ***********************************************************************
 AB2892  DESIGNATION -  28 JS 3
 AB2892  PID         -  AB2892
 AB2892  STATE/COUNTY-  NC/DURHAM
 AB2892  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2892
 AB2892                         *CURRENT SURVEY CONTROL
 AB2892  ___________________________________________________________________
 AB2892* NAD 83(2001)-  35 55 07.09715(N)    078 57 42.13653(W)     ADJUSTED  
 AB2892* NAVD 88     -        90.56   (+/-2cm)     297.1    (feet)  VERTCON   
 AB2892  ___________________________________________________________________
 AB2892  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 AB2892  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 AB2892  HORZ ORDER  -  SECOND
 AB2892  VERT ORDER  -  THIRD ? (See Below)
 AB2892
 AB2892.The horizontal coordinates were established by classical geodetic methods
 AB2892.and adjusted by the National Geodetic Survey in August 2005.
 AB2892
 AB2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2892.The vertical order pertains to the NGVD 29 superseded value.
 AB2892
 AB2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2892
 AB2892.The geoid height was determined by GEOID03.
 AB2892
 AB2892;                    North         East     Units Scale Factor Converg.
 AB2892;SPC NC       -   240,574.068   613,057.412   MT  0.99994021   +0 01 19.6
 AB2892;SPC NC       -   789,283.42  2,011,339.19   sFT  0.99994021   +0 01 19.6
 AB2892;UTM  17      - 3,976,843.795   683,907.433   MT  1.00001677   +1 11 45.9
 AB2892
 AB2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2892!SPC NC       -   0.99999070  x   0.99994021  =   0.99993091
 AB2892!UTM  17      -   0.99999070  x   1.00001677  =   1.00000747
 AB2892
 AB2892                          SUPERSEDED SURVEY CONTROL
 AB2892
 AB2892  NAD 83(1986)-  35 55 07.10202(N)    078 57 42.14561(W) AD(       ) 2
 AB2892  NGVD 29 (04/29/96)   90.81   (m)          297.9    (f) LEVELING    3  
 AB2892
 AB2892.Superseded values are not recommended for survey control.
 AB2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2892.See file dsdata.txt to determine how the superseded data were derived.
 AB2892
 AB2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8390776844(NAD 83)
 AB2892_MARKER: DE = TRAVERSE STATION DISK
 AB2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2892_STAMPING: 28 JS 3 1962
 AB2892_MARK LOGO: NCDOT 
 AB2892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2892+STABILITY: SURFACE MOTION
 AB2892
 AB2892  HISTORY     - Date     Condition        Report By
 AB2892  HISTORY     - 1962     MONUMENTED       NCDOT
 AB2892  HISTORY     - 19840101 GOOD             NCGS
 AB2892  HISTORY     - 19871215 POOR             NCGS
 AB2892  HISTORY     - 20051001 MARK NOT FOUND   GEOCAC
 AB2892
 AB2892                          STATION DESCRIPTION
 AB2892
 AB2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2892'STATION IS LOCATED IN SOUTHWEST DURHAM, AT THE NC 54/NC 751
 AB2892'INTERSECTION.$IN THE SOUTHWEST CORNER OF INTERSECTION AND IN YARD OF
 AB2892'LUCAS REST HOME.$MARK IS LEVEL WITH HIGHWAY AND RECESSED 1 INCH BELOW
 AB2892'GROUND.  LOCATED 14.4 M (47.2 FT) WEST OF THE CENTERLINE OF NC 751
 AB2892'(SOUTH END OF ISLAND), 14.9 M (48.9 FT) SOUTH OF THE CENTERLINE OF NC
 AB2892'54, 19.4 M (63.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF BRICK STEP
 AB2892'OF REST HOME, 7.8 M (25.6 FT) SOUTHEAST OF AN OKELLY HISTORICAL MARKER
 AB2892'POST, AND 6.2 M (20.3 FT) NORTH OF THE NORTH EDGE OF SIDEWALK.
 AB2892
 AB2892                          STATION RECOVERY (1987)
 AB2892
 AB2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AB2892'MONUMENT IS LEANING TO THE EAST. THE REST HOME IS ABANDONED.
 AB2892
 AB2892                          STATION RECOVERY (2005)
 AB2892
 AB2892'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2892'LUCAS REST HOME HAS BEEN DEMOLISHED. PARCEL PRESENTLY OCCUPIED BY A
 AB2892'DRUG STORE. THE OKELLY HISTORICAL MARKER HAS BEEN RELOCATED TO THE
 AB2892'NORTH SIDE OF NC-54. THE INTERSECTION OF NC-54 AND NC-751 HAS BEEN
 AB2892'WIDENED. STATION APPEARS TO HAVE BEEN IN THE AFFECTED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2264 ***********************************************************************
 FY2264  DESIGNATION -  28 MAX
 FY2264  PID         -  FY2264
 FY2264  STATE/COUNTY-  NC/ROCKINGHAM
 FY2264  USGS QUAD   -  REIDSVILLE (1994)
 FY2264
 FY2264                         *CURRENT SURVEY CONTROL
 FY2264  ___________________________________________________________________
 FY2264* NAD 83(2001)-  36 21 37.48415(N)    079 37 40.02180(W)     ADJUSTED  
 FY2264* NAVD 88     -       232.175  (meters)     761.73   (feet)  ADJUSTED  
 FY2264  ___________________________________________________________________
 FY2264  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FY2264  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FY2264  DYNAMIC HT  -         231.978 (meters)     761.08  (feet)  COMP
 FY2264  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 FY2264
 FY2264  HORZ ORDER  -  SECOND
 FY2264  VERT ORDER  -  FIRST     CLASS II
 FY2264
 FY2264.The horizontal coordinates were established by classical geodetic methods
 FY2264.and adjusted by the National Geodetic Survey in August 2005.
 FY2264
 FY2264.The orthometric height was determined by differential leveling
 FY2264.and adjusted in June 1991.
 FY2264
 FY2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2264
 FY2264.The geoid height was determined by GEOID03.
 FY2264
 FY2264.The dynamic height is computed by dividing the NAVD 88
 FY2264.geopotential number by the normal gravity value computed on the
 FY2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2264.degrees latitude (g = 980.6199 gals.).
 FY2264
 FY2264.The modeled gravity was interpolated from observed gravity values.
 FY2264
 FY2264;                    North         East     Units Scale Factor Converg.
 FY2264;SPC NC       -   289,771.294   553,253.594   MT  1.00005984   -0 21 44.4
 FY2264;SPC NC       -   950,691.32  1,815,132.83   sFT  1.00005984   -0 21 44.4
 FY2264;UTM  17      - 4,024,798.776   623,112.921   MT  0.99978674   +0 48 49.1
 FY2264
 FY2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2264!SPC NC       -   0.99996855  x   1.00005984  =   1.00002839
 FY2264!UTM  17      -   0.99996855  x   0.99978674  =   0.99975530
 FY2264
 FY2264                          SUPERSEDED SURVEY CONTROL
 FY2264
 FY2264  NAD 83(1993)-  36 21 37.48694(N)    079 37 40.02506(W) AD(       ) 2
 FY2264  NAD 83(1986)-  36 21 37.49019(N)    079 37 40.02892(W) AD(       ) 2
 FY2264  NGVD 29 (03/05/92)  232.401  (m)          762.47   (f) ADJUSTED    1 2
 FY2264
 FY2264.Superseded values are not recommended for survey control.
 FY2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2264.See file dsdata.txt to determine how the superseded data were derived.
 FY2264
 FY2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2311324799(NAD 83)
 FY2264_MARKER: DB = BENCH MARK DISK
 FY2264_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FY2264_SP_SET: WINGWALL
 FY2264_STAMPING: 28 MAX 1971 763
 FY2264_MARK LOGO: USGS  
 FY2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2264+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2264
 FY2264  HISTORY     - Date     Condition        Report By
 FY2264  HISTORY     - 1971     MONUMENTED       USGS
 FY2264  HISTORY     - 1978     GOOD             NCGS
 FY2264  HISTORY     - 1982     GOOD             NCGS
 FY2264  HISTORY     - 1985     GOOD             USPSQD
 FY2264  HISTORY     - 20040408 GOOD             USPSQD
 FY2264
 FY2264                          STATION DESCRIPTION
 FY2264
 FY2264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY2264'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES EAST OF REIDSVILLE AT
 FY2264'THE US 158 OVERPASS OF US 29 BYPASS, IN THE WINGWALL, AT THE NORTHWEST
 FY2264'CORNER OF THE BRIDGE.
 FY2264'
 FY2264'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---
 FY2264'28 MAX 1971 763---, SET FLUSH IN DRILL HOLE.  THE MARK IS 46.4 FEET
 FY2264'NORTH-NORTHEAST OF CENTER OF THE CONCRETE MEDIAN OF US 158, 3.4 FEET
 FY2264'NORTHWEST OF NORTHWEST CORNER OF THE BRIDGE RAIL, 31.0 FEET SOUTHEAST
 FY2264'OF NORTHERNMOST METAL HIGHWAY SIGN POST WITH REFERENCE TAG, 4.8 FEET
 FY2264'WEST-NORTHWEST OF SOUTHEAST END OF THE WINGWALL AND 3.8 FEET
 FY2264'SOUTH-SOUTHWEST OF THE METAL WITNESS POST WITH REFERENCE TAG.
 FY2264
 FY2264                          STATION RECOVERY (1982)
 FY2264
 FY2264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2264'2.0 MI ESE FROM REIDSVILLE.
 FY2264'LOCATED AT THE US 29 BYPASS AND US 158 INTERCHANGE IN NORTHWEST
 FY2264'WINGWALL OF OVERPASS, 48.3 FEET NORTH OF CENTERLINE OF US 158, 3.4
 FY2264'FEET NORTHWEST OF NORTHWEST BRIDGE RAIL CORNER AND 4.8 FEET WEST
 FY2264'NORTHWEST OF SOUTHEAST END OF WINGWALL.
 FY2264'THE MARK IS 3.8 FT  SSW FROM A WITNESS POST.
 FY2264'THE MARK IS 1 FT ABOVE HIGHWAY.
 FY2264
 FY2264                          STATION RECOVERY (1985)
 FY2264
 FY2264'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2264'RECOVERED IN GOOD CONDITION.
 FY2264
 FY2264                          STATION RECOVERY (2004)
 FY2264
 FY2264'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3407 ***********************************************************************
 EZ3407  DESIGNATION -  28 WC 1
 EZ3407  PID         -  EZ3407
 EZ3407  STATE/COUNTY-  NC/LEE
 EZ3407  USGS QUAD   -  SANFORD (1981)
 EZ3407
 EZ3407                         *CURRENT SURVEY CONTROL
 EZ3407  ___________________________________________________________________
 EZ3407* NAD 83(2001)-  35 26 40.50380(N)    079 07 41.46440(W)     ADJUSTED  
 EZ3407* NAVD 88     -       126.71   (+/-2cm)     415.7    (feet)  VERTCON   
 EZ3407  ___________________________________________________________________
 EZ3407  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EZ3407  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EZ3407  HORZ ORDER  -  SECOND
 EZ3407  VERT ORDER  -  THIRD ? (See Below)
 EZ3407
 EZ3407.The horizontal coordinates were established by classical geodetic methods
 EZ3407.and adjusted by the National Geodetic Survey in August 2005.
 EZ3407
 EZ3407.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3407.The vertical order pertains to the NGVD 29 superseded value.
 EZ3407
 EZ3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3407
 EZ3407.The geoid height was determined by GEOID03.
 EZ3407
 EZ3407;                    North         East     Units Scale Factor Converg.
 EZ3407;SPC NC       -   187,988.256   597,964.551   MT  0.99987823   -0 04 26.3
 EZ3407;SPC NC       -   616,758.14  1,961,822.03   sFT  0.99987823   -0 04 26.3
 EZ3407;UTM  17      - 3,923,957.227   669,887.240   MT  0.99995568   +1 05 08.7
 EZ3407
 EZ3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3407!SPC NC       -   0.99998510  x   0.99987823  =   0.99986333
 EZ3407!UTM  17      -   0.99998510  x   0.99995568  =   0.99994078
 EZ3407
 EZ3407                          SUPERSEDED SURVEY CONTROL
 EZ3407
 EZ3407  NAD 83(1986)-  35 26 40.50804(N)    079 07 41.46604(W) AD(       ) 2
 EZ3407  NAD 27      -  35 26 39.94227(N)    079 07 42.38640(W) AD(       ) 2
 EZ3407  NGVD 29 (07/19/86)  126.94   (m)          416.5    (f) LEVELING    3  
 EZ3407
 EZ3407.Superseded values are not recommended for survey control.
 EZ3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3407.See file dsdata.txt to determine how the superseded data were derived.
 EZ3407
 EZ3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6988723957(NAD 83)
 EZ3407_MARKER: DD = SURVEY DISK
 EZ3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3407_STAMPING: 28 WC 1
 EZ3407_MARK LOGO: NCSHC 
 EZ3407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3407
 EZ3407  HISTORY     - Date     Condition        Report By
 EZ3407  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3407  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EZ3407  HISTORY     - 20040528 MARK NOT FOUND   USPSQD
 EZ3407
 EZ3407                          STATION DESCRIPTION
 EZ3407
 EZ3407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (LWA)
 EZ3407'28 WC 1 IS A N.C. STATE HIGHWAY COMMISSION STATION IN THE VICINITY OF
 EZ3407'SANFORD, NORTH CAROLINA.
 EZ3407'
 EZ3407'28 WC 1 IS LOCATED APPROXIMATELY 2.6 MILES SE OF SANFORD AND 4.4
 EZ3407'MILES NORTHWEST OF SWANNS.  TO REACH STATION PROCEED FROM THE
 EZ3407'INTERSECTION OF US 421, NC 42, NC 78, AND NC 87 IN SANFORD.  GO
 EZ3407'SOUTHEAST ALONG NC 87 FOR 1.2 MILES TO INTERSECTION OF NC 87 AND
 EZ3407'SR 1136.  CONTINUE ON NC 87 FOR 0.3 MILE TO INTERSECTION OF NC 87 AND
 EZ3407'SR 1527 AND STATION ON LEFT IN NORTHEAST QUADRANT OF INTERSECTION.
 EZ3407'
 EZ3407'STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF CONCRETE POST
 EZ3407'STAMPED 28 WC 1, WHICH IS 6 INCHES BELOW THE GROUND.
 EZ3407'
 EZ3407'MARK IS--
 EZ3407'60.5 FEET E OF C/L OF NC 87.
 EZ3407'103.21 FEET SW OF BM REFERENCE (3 NAILS IN BASE OF SERVICE POLE
 EZ3407'NO. C/14/39).
 EZ3407'114.67 FEET NNW OF NAIL AND CAP IN PP NO. C/14/39.
 EZ3407'218.80 FEET E OF NAIL AND CAP IN PP.
 EZ3407
 EZ3407                          STATION RECOVERY (1980)
 EZ3407
 EZ3407'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ3407'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS
 EZ3407'INADEQUATE FOR LOCATING THE MONUMENT.
 EZ3407
 EZ3407                          STATION RECOVERY (2004)
 EZ3407
 EZ3407'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ3407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3104 ***********************************************************************
 EZ3104  DESIGNATION -  28 WC 6
 EZ3104  PID         -  EZ3104
 EZ3104  STATE/COUNTY-  NC/HARNETT
 EZ3104  USGS QUAD   -  BROADWAY (1981)
 EZ3104
 EZ3104                         *CURRENT SURVEY CONTROL
 EZ3104  ___________________________________________________________________
 EZ3104* NAD 83(2001)-  35 26 18.60652(N)    079 02 09.19494(W)     ADJUSTED  
 EZ3104* NAVD 88     -       140.34   (+/-2cm)     460.4    (feet)  VERTCON   
 EZ3104  ___________________________________________________________________
 EZ3104  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 EZ3104  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EZ3104  HORZ ORDER  -  SECOND
 EZ3104  VERT ORDER  -  THIRD ? (See Below)
 EZ3104
 EZ3104.The horizontal coordinates were established by classical geodetic methods
 EZ3104.and adjusted by the National Geodetic Survey in August 2005.
 EZ3104
 EZ3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3104.The vertical order pertains to the NGVD 29 superseded value.
 EZ3104
 EZ3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3104
 EZ3104.The geoid height was determined by GEOID03.
 EZ3104
 EZ3104;                    North         East     Units Scale Factor Converg.
 EZ3104;SPC NC       -   187,306.560   606,343.089   MT  0.99987788   -0 01 14.6
 EZ3104;SPC NC       -   614,521.61  1,989,310.62   sFT  0.99987788   -0 01 14.6
 EZ3104;UTM  17      - 3,923,445.211   678,278.660   MT  0.99999169   +1 08 20.9
 EZ3104
 EZ3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3104!SPC NC       -   0.99998301  x   0.99987788  =   0.99986089
 EZ3104!UTM  17      -   0.99998301  x   0.99999169  =   0.99997470
 EZ3104
 EZ3104                          SUPERSEDED SURVEY CONTROL
 EZ3104
 EZ3104  NAD 83(1986)-  35 26 18.61009(N)    079 02 09.19836(W) AD(       ) 2
 EZ3104  NAD 27      -  35 26 18.04873(N)    079 02 10.10736(W) AD(       ) 2
 EZ3104  NGVD 29 (07/19/86)  140.57   (m)          461.2    (f) LEVELING    3  
 EZ3104
 EZ3104.Superseded values are not recommended for survey control.
 EZ3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3104.See file dsdata.txt to determine how the superseded data were derived.
 EZ3104
 EZ3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7827923445(NAD 83)
 EZ3104_MARKER: DD = SURVEY DISK
 EZ3104_SETTING: 0 = UNSPECIFIED SETTING
 EZ3104_MARK LOGO: NCSHC 
 EZ3104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3104
 EZ3104  HISTORY     - Date     Condition        Report By
 EZ3104  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3104
 EZ3104                          STATION DESCRIPTION
 EZ3104
 EZ3104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (LWA)
 EZ3104'28 WC 6 IS A N.C. STATE HIGHWAY COMMISSION STATION IN THE VICINITY OF
 EZ3104'MAMERS, NORTH CAROLINA.
 EZ3104'
 EZ3104'28 WC 6 IS LOCATED APPROXIMATELY 5.9 MILES NORTHWEST OF MAMERS AND
 EZ3104'6.8 MILES NORTHEAST OF OLIVIA.  TO REACH STATION PROCEED FROM THE
 EZ3104'U.S. POST OFFICE IN BROADWAY.  GO SOUTHEAST ALONG US 421 (MAIN ST.)
 EZ3104'FOR 0.95 MILE TO LEE-HARNETT COUNTY LINE.  CONTINUE SOUTHEAST
 EZ3104'ALONG US 421 FOR 0.25 MILE TO INTERSECTION OF US 421 AND SR 1280,
 EZ3104'IN THE VILLAGE OF SEMINOLE, AND STATION ON RIGHT OF US 421.
 EZ3104'
 EZ3104'STATION MARK IS A N.C. STATE HIGHWAY COMMISSION PRECAST MONUMENT WITH
 EZ3104'A BRONZE DISK SET IN TOP STAMPED---28 WC 6---, AND IS
 EZ3104'FLUSH WITH THE GROUND.
 EZ3104'
 EZ3104'MARK IS--
 EZ3104'49.67 FEET SW OF C/L OF US 421.
 EZ3104'61.85 FEET N OF NW CORNER OF SERVICE STATION.
 EZ3104'147.75 FEET NE OF NAIL AND CAP IN 30 INCH OAK.
 EZ3104'68.67 FEET NW OF BM REFERENCE (A CROSS ON W END OF CONCRETE GAS
 EZ3104'PUMP ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4488 ***********************************************************************
 FA4488  DESIGNATION -  280 AZ MK
 FA4488  PID         -  FA4488
 FA4488  STATE/COUNTY-  NC/MECKLENBURG
 FA4488  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4488
 FA4488                         *CURRENT SURVEY CONTROL
 FA4488  ___________________________________________________________________
 FA4488* NAD 83(2001)-  35 08 10.89275(N)    080 58 40.69736(W)     NO CHECK  
 FA4488* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 FA4488  ___________________________________________________________________
 FA4488  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FA4488  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA4488  HORZ ORDER  -  THIRD
 FA4488
 FA4488.The horizontal coordinates were established by classical geodetic methods
 FA4488.and adjusted by the National Geodetic Survey in August 2005.
 FA4488.No horizontal observational check was made to the station.
 FA4488
 FA4488.The orthometric height was scaled from a topographic map.
 FA4488
 FA4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4488
 FA4488.The geoid height was determined by GEOID03.
 FA4488
 FA4488;                    North         East     Units Scale Factor Converg.
 FA4488;SPC NC       -   155,584.338   429,370.411   MT  0.99987461   -1 08 29.9
 FA4488;SPC NC       -   510,446.28  1,408,692.76   sFT  0.99987461   -1 08 29.9
 FA4488;UTM  17      - 3,888,165.162   502,006.798   MT  0.99960005   +0 00 45.6
 FA4488
 FA4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4488!SPC NC       -   0.99997421  x   0.99987461  =   0.99984883
 FA4488!UTM  17      -   0.99997421  x   0.99960005  =   0.99957428
 FA4488
 FA4488                          SUPERSEDED SURVEY CONTROL
 FA4488
 FA4488  NAD 83(1986)-  35 08 10.90616(N)    080 58 40.70420(W) AD(       ) 3
 FA4488
 FA4488.Superseded values are not recommended for survey control.
 FA4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4488.See file dsdata.txt to determine how the superseded data were derived.
 FA4488
 FA4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0200788165(NAD 83)
 FA4488_MARKER: A = ALUMINUM MARKER
 FA4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4488_SP_SET: CONCRETE POST
 FA4488_STAMPING: 280
 FA4488_MARK LOGO: NC0870
 FA4488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4488+STABILITY: SURFACE MOTION
 FA4488
 FA4488  HISTORY     - Date     Condition        Report By
 FA4488  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4488  HISTORY     - 19980523 GOOD             USPSQD
 FA4488
 FA4488                          STATION DESCRIPTION
 FA4488
 FA4488'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4488'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.10 KM (10.00 MI) SOUTHWEST
 FA4488'OF CHARLOTTE.
 FA4488'MARK REACHED BY FIRST GOING TO GPS STATION M 080. (262.47 FT) TO REACH
 FA4488'THE STATION FROM THE INTERSECTION OF ROUTE 49 AND WESTINGHOUSE BLVD,
 FA4488'PROCEED WEST ON WESTINGHOUSE BLVD. FOR 2.89 KM (1.80 MI) TO STATION
 FA4488'LOCATED ON THE SOUTH RIGHT-OF-WAY OF THE ROAD IN FRONT OF GENTZ
 FA4488'INDUSTRIES. STATION IS 14.35 M (47.08 FT) S43W OF THE CENTERLINE OF
 FA4488'WESTINGHOUSE BLVD, 50.16 M (164.57 FT) N65W OF THE CENTERLINE OF THE
 FA4488'WEST ENTRANCE TO GENTZ INDUSTRIES, 32.06 M (105.18 FT) S65E OF THE
 FA4488'CENTERLINE OF THE EAST ENTRANCE TO GENTZ INDUSTRIES, AND 23.89 M
 FA4488'(78.38 FT) N32E OF THE GENTZ INDUSTRIES SIGN WITH STREET NO. 3935.
 FA4488'TO REACH THE AZIMUTH MARK FROM GPS STATION M 080, PROCEED WEST ON
 FA4488'WESTINGHOUSE BLVD. FOR 0.56 KM (0.35 MI) TO THE MARK ON THE SOUTH
 FA4488'RIGHT-OF-WAY OF THE ROAD, 3.04 M (9.97 FT) SOUTH OF THE EDGE OF THE
 FA4488'PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING N63W AND DISTANCE
 FA4488'523.662 M (1718.048 FT) FROM THE GPS STATION. THE AZIMUTH IS STAMPED
 FA4488'280.
 FA4488
 FA4488                          STATION RECOVERY (1998)
 FA4488
 FA4488'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1414 ***********************************************************************
 EC1414  DESIGNATION -  280 HLZ
 EC1414  PID         -  EC1414
 EC1414  STATE/COUNTY-  NC/UNION
 EC1414  USGS QUAD   -  HORNSBORO (1983)
 EC1414
 EC1414                         *CURRENT SURVEY CONTROL
 EC1414  ___________________________________________________________________
 EC1414* NAD 83(2001)-  34 49 34.27449(N)    080 19 48.02872(W)     ADJUSTED  
 EC1414* NAVD 88     -       162.52   (+/-2cm)     533.2    (feet)  VERTCON   
 EC1414  ___________________________________________________________________
 EC1414  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EC1414  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EC1414  HORZ ORDER  -  SECOND
 EC1414  VERT ORDER  -  THIRD ? (See Below)
 EC1414
 EC1414.The horizontal coordinates were established by classical geodetic methods
 EC1414.and adjusted by the National Geodetic Survey in August 2005.
 EC1414
 EC1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1414.The vertical order pertains to the NGVD 29 superseded value.
 EC1414
 EC1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1414
 EC1414.The geoid height was determined by GEOID03.
 EC1414
 EC1414;                    North         East     Units Scale Factor Converg.
 EC1414;SPC NC       -   120,197.120   487,946.852   MT  0.99990000   -0 46 03.5
 EC1414;SPC NC       -   394,346.72  1,600,872.30   sFT  0.99990000   -0 46 03.5
 EC1414;SPC SC       -   332,112.146   670,890.812   MT  0.99999747   +0 22 17.2
 EC1414;SPC SC       - 1,089,606.78  2,201,085.34   iFT  0.99999747   +0 22 17.2
 EC1414;UTM  17      - 3,853,972.759   561,267.370   MT  0.99964626   +0 22 57.5
 EC1414
 EC1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1414!SPC NC       -   0.99997929  x   0.99990000  =   0.99987929
 EC1414!SPC SC       -   0.99997929  x   0.99999747  =   0.99997676
 EC1414!UTM  17      -   0.99997929  x   0.99964626  =   0.99962556
 EC1414
 EC1414                          SUPERSEDED SURVEY CONTROL
 EC1414
 EC1414  NAD 83(1986)-  34 49 34.29079(N)    080 19 48.03390(W) AD(       ) 2
 EC1414  NAD 27      -  34 49 33.73879(N)    080 19 48.81280(W) AD(       ) 2
 EC1414  NGVD 29 (07/19/86)  162.77   (m)          534.0    (f) LEVELING    3  
 EC1414
 EC1414.Superseded values are not recommended for survey control.
 EC1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1414.See file dsdata.txt to determine how the superseded data were derived.
 EC1414
 EC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6126753973(NAD 83)
 EC1414_MARKER: DB = BENCH MARK DISK
 EC1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1414_STAMPING: 280 HLZ 1969
 EC1414_MARK LOGO: USGS  
 EC1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1414+STABILITY: SURFACE MOTION
 EC1414
 EC1414  HISTORY     - Date     Condition        Report By
 EC1414  HISTORY     - 1975     MONUMENTED       USGS
 EC1414  HISTORY     - 19980413 POOR             USPSQD
 EC1414
 EC1414                          STATION DESCRIPTION
 EC1414
 EC1414'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JDB)
 EC1414'280 HLZ IS A U.S. GEOLOGICAL SURVEY BENCH MARK IN THE VICINITY
 EC1414'OF PAGELAND, SOUTH CAROLINA, AND TRAVERSED THROUGH BY THE
 EC1414'N. C. GEODETIC SURVEY IN 1975.
 EC1414'
 EC1414'280 HLZ IS LOCATED APPROXIMATELY 5.1 MILES NE OF PAGELAND, SOUTH
 EC1414'CAROLINA, 11.3 MILES SOUTH OF MARSHVILLE, AND 12.0 MILES SSW OF
 EC1414'PEACHLAND.  TO REACH STATION FROM INTERSECTION OF U.S. 74 WITH SR
 EC1414'1005 IN MARSHVILLE, PROCEED SOUTH ALONG SR 1005 FOR 3.1 MILES TO
 EC1414'STURDIVANTS CROSSROADS, CONTINUE SOUTH ALONG SR 1005 FOR 3.9
 EC1414'MILES TO SR 1915 CROSSROADS, TURN LEFT AND PROCEED EAST AND SE
 EC1414'ALONG SR 1915 FOR 3.9 MILES TO INTERSECTION WITH SR 1916, TURN
 EC1414'RIGHT AND GO SW ALONG SR 1916 FOR 0.6 MILE TO SR 1917 (SE) AND
 EC1414'STATION ON THE RIGHT, AND APPROXIMATELY 75 FEET SW OF THE
 EC1414'T-INTERSECTION.
 EC1414'
 EC1414'STATION MARK IS A STANDARD USGS BENCH MARK DISK, STAMPED 280 HLZ
 EC1414'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1414'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EC1414'
 EC1414'MARK IS 22.3 FT NW OF C/L OF SR 1916
 EC1414'
 EC1414'74.5 FT SW OF C/L OF INTERSECTION OF SR 1916 AND SR 1917
 EC1414'
 EC1414'93.4 FT ESE OF EAST CORNER OF A ONE STORY WHITE FRAME HOUSE
 EC1414'
 EC1414'1.9 FT NNE OF PP WITH ALUMINUM REF. TAG
 EC1414'
 EC1414'1.0 FT SE OF METAL WITNESS POST
 EC1414
 EC1414                          STATION RECOVERY (1998)
 EC1414
 EC1414'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1414'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9469 ***********************************************************************
 DE9469  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9469  DESIGNATION -  280E 200
 DE9469  PID         -  DE9469
 DE9469  STATE/COUNTY-  NC/GUILFORD
 DE9469  USGS QUAD   -  GUILFORD (1994)
 DE9469
 DE9469                         *CURRENT SURVEY CONTROL
 DE9469  ___________________________________________________________________
 DE9469* NAD 83(2007)-  36 03 49.24153(N)    079 55 25.53569(W)     ADJUSTED  
 DE9469* NAVD 88     -       275.54   (meters)     904.0    (feet)  GPS OBS   
 DE9469  ___________________________________________________________________
 DE9469  EPOCH DATE  -        2002.00
 DE9469  X           -     903,142.490 (meters)                     COMP
 DE9469  Y           -  -5,082,419.639 (meters)                     COMP
 DE9469  Z           -   3,734,049.398 (meters)                     COMP
 DE9469  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 DE9469  ELLIP HEIGHT-         244.196 (meters)          (02/10/07) ADJUSTED
 DE9469  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DE9469
 DE9469  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9469  Type    PID    Designation                      North   East  Ellip
 DE9469  -------------------------------------------------------------------
 DE9469  NETWORK DE9469 280E 200                          1.45   1.08   1.90
 DE9469  -------------------------------------------------------------------
 DE9469
 DE9469.The horizontal coordinates were established by GPS observations
 DE9469.and adjusted by the National Geodetic Survey in February 2007.
 DE9469
 DE9469.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9469.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9469.The horizontal coordinates are valid at the epoch date displayed above.
 DE9469.The epoch date for horizontal control is a decimal equivalence
 DE9469.of Year/Month/Day.
 DE9469
 DE9469.The orthometric height was determined by GPS observations and a
 DE9469.high-resolution geoid model.
 DE9469.The orthometric height was determined by GPS observations and a
 DE9469.high-resolution geoid model using precise GPS observation and
 DE9469.processing techniques.
 DE9469
 DE9469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9469
 DE9469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9469
 DE9469.The ellipsoidal height was determined by GPS observations
 DE9469.and is referenced to NAD 83.
 DE9469
 DE9469.The geoid height was determined by GEOID03.
 DE9469
 DE9469;                    North         East     Units Scale Factor Converg.
 DE9469;SPC NC       -   257,053.376   526,382.088   MT  0.99997288   -0 31 59.4
 DE9469;SPC NC       -   843,349.28  1,726,971.90   sFT  0.99997288   -0 31 59.4
 DE9469;UTM  17      - 3,991,547.247   596,922.685   MT  0.99971575   +0 38 01.0
 DE9469
 DE9469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9469!SPC NC       -   0.99996168  x   0.99997288  =   0.99993456
 DE9469!UTM  17      -   0.99996168  x   0.99971575  =   0.99967744
 DE9469
 DE9469:                Primary Azimuth Mark                     Grid Az
 DE9469:SPC NC       -  TERMINAL                                 009 26 48.2
 DE9469:UTM  17      -  TERMINAL                                 008 16 47.8
 DE9469
 DE9469|---------------------------------------------------------------------|
 DE9469| PID    Reference Object                     Distance      Geod. Az  |
 DE9469|                                                           dddmmss.s |
 DE9469| FY3688 TERMINAL                            465.287 METERS 0085448.8 |
 DE9469|---------------------------------------------------------------------|
 DE9469
 DE9469                          SUPERSEDED SURVEY CONTROL
 DE9469
 DE9469  NAD 83(2001)-  36 03 49.24183(N)    079 55 25.53551(W) AD(       ) 1
 DE9469  ELLIP H (03/13/03)  244.202  (m)                       GP(       ) 4 2
 DE9469  NAD 83(1986)-  36 03 49.24774(N)    079 55 25.54439(W) AD(       ) 1
 DE9469
 DE9469.Superseded values are not recommended for survey control.
 DE9469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9469.See file dsdata.txt to determine how the superseded data were derived.
 DE9469
 DE9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9692391547(NAD 83)
 DE9469_MARKER: DD = SURVEY DISK
 DE9469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9469_STAMPING: 280E200 1999
 DE9469_MARK LOGO: NC1940
 DE9469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9469+STABILITY: SURFACE MOTION
 DE9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9469+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9469
 DE9469  HISTORY     - Date     Condition        Report By
 DE9469  HISTORY     - 1999     MONUMENTED       NC1940
 DE9469
 DE9469                          STATION DESCRIPTION
 DE9469
 DE9469'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9469'STATION IS ABOUT 7.4 MI (11.9 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9469'GOVERNMENT PLAZA, AND 2.8 MI (4.5 KM) SOUTHWEST OF GUILFORD COLLEGE.
 DE9469'ALONG CHIMNEY ROCK ROAD, 0.25 MI (0.40 KM) SOUTHWEST OF I-40, AT THE
 DE9469'Y-INTERSECTION WITH CHIMNEY ROCK COURT, AND IN THE SOUTHWEST QUADRANT
 DE9469'(AT ENTRANCE TO WILSON TRUCKING COMPANY).
 DE9469'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND PROJECTING
 DE9469'1-INCH ABOVE THE GROUND. LOCATED 28.0 FT (8.5 M) WEST OF THE
 DE9469'CENTERLINE OF CHIMNEY ROCK COURT, 59.1 FT (18.0 M) SOUTH-SOUTHEAST OF
 DE9469'CENTERLINE OF CHIMNEY ROCK ROAD, 6.5 FT (2.0 M) SOUTHWEST OF EDGE OF
 DE9469'PAVEMENT, 7.3 FT (2.2 M) EAST-SOUTHEAST OF STREET SIGN, 9.7 FT (3.0 M)
 DE9469'NORTHEAST OF--WILSON TRUCKING COMPANY--SIGN, AND 23.6 FT (7.2 M)
 DE9469'NORTHWEST OF A 12-INCH CULVERT UNDER BELLSOUTH EASEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4489 ***********************************************************************
 FA4489  DESIGNATION -  281
 FA4489  PID         -  FA4489
 FA4489  STATE/COUNTY-  NC/MECKLENBURG
 FA4489  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4489
 FA4489                         *CURRENT SURVEY CONTROL
 FA4489  ___________________________________________________________________
 FA4489* NAD 83(2001)-  35 07 34.88385(N)    080 56 34.86319(W)     NO CHECK  
 FA4489* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FA4489  ___________________________________________________________________
 FA4489  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 FA4489  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA4489  HORZ ORDER  -  THIRD
 FA4489
 FA4489.The horizontal coordinates were established by classical geodetic methods
 FA4489.and adjusted by the National Geodetic Survey in August 2005.
 FA4489.No horizontal observational check was made to the station.
 FA4489
 FA4489.The orthometric height was scaled from a topographic map.
 FA4489
 FA4489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4489
 FA4489.The geoid height was determined by GEOID03.
 FA4489
 FA4489;                    North         East     Units Scale Factor Converg.
 FA4489;SPC NC       -   154,412.085   432,533.252   MT  0.99987497   -1 07 17.2
 FA4489;SPC NC       -   506,600.32  1,419,069.51   sFT  0.99987497   -1 07 17.2
 FA4489;UTM  17      - 3,887,057.165   505,191.737   MT  0.99960033   +0 01 58.0
 FA4489
 FA4489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4489!SPC NC       -   0.99997373  x   0.99987497  =   0.99984870
 FA4489!UTM  17      -   0.99997373  x   0.99960033  =   0.99957407
 FA4489
 FA4489                          SUPERSEDED SURVEY CONTROL
 FA4489
 FA4489  NAD 83(1986)-  35 07 34.89763(N)    080 56 34.86949(W) AD(       ) 3
 FA4489
 FA4489.Superseded values are not recommended for survey control.
 FA4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4489.See file dsdata.txt to determine how the superseded data were derived.
 FA4489
 FA4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0519287057(NAD 83)
 FA4489_MARKER: DD = SURVEY DISK
 FA4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4489_SP_SET: CONCRETE POST
 FA4489_STAMPING: 281
 FA4489_MARK LOGO: NC0870
 FA4489_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4489+STABILITY: SURFACE MOTION
 FA4489
 FA4489  HISTORY     - Date     Condition        Report By
 FA4489  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4489  HISTORY     - 20021031 SEE DESCRIPTION  NCGS
 FA4489
 FA4489                          STATION DESCRIPTION
 FA4489
 FA4489'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4489'MARK IS LOCATED IN MECKLENBURG COUNTY, 13.68 KM (8.50 MI) SOUTHWEST OF
 FA4489'CHARLOTTE.
 FA4489'MARK REACHED BY FIRST GOING TO GPS STATION M 081. (265.75 FT) TO REACH
 FA4489'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND ARROWOOD DRIVE
 FA4489', PROCEED WEST ON ARROWOOD DRIVE FOR 1.85 KM (1.15 MI) TO THE
 FA4489'INTERSECTION OF ROUTE 49 (YORK ROAD). GO SOUTH ON ROUTE 49 FOR 1.92
 FA4489'KM (1.19 MI) TO STATION LOCATED ON THE WEST RIGHT-OF-WAY OF THE ROAD.
 FA4489'STATION IS LOCATED AT THE SOUTH ENTRANCE TO THE STEELE CREEK COMMONS
 FA4489'SHOPPING CENTER.  STATION IS 38.98 M (127.89 FT) S36W OF A UTILITY
 FA4489'POLE WITH A TAG, 21.36 M (70.08 FT) N15E OF A UTILITY POLE, 15.11 M
 FA4489'(49.57 FT)  N58W OF THE CENTERLINE OF YORK ROAD, AND 7.37 M
 FA4489'(24.18 FT) S61E OF THE CORNER OF THE PARKING LOT.
 FA4489'TO REACH THE AZIMUTH MARK FROM GPS STATION M 081, PROCEED SOUTH ON
 FA4489'ROUTE 49 FOR 0.80 KM (0.50 MI) TO THE MARK IN THE EAST RIGHT-OF-WAY
 FA4489'OF THE ROAD, 2.36 M (7.74 FT) EAST OF THE EDGE OF THE PAVEMENT. THE
 FA4489'AZIMUTH MARK IS COMPASS BEARING S20W AND DISTANCE 823.201 M
 FA4489'(2700.785 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 281.
 FA4489
 FA4489                          STATION RECOVERY (2002)
 FA4489
 FA4489'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA4489'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0942 ***********************************************************************
 FZ0942  DESIGNATION -  2812
 FZ0942  PID         -  FZ0942
 FZ0942  STATE/COUNTY-  NC/WATAUGA
 FZ0942  USGS QUAD   -  VALLE CRUCIS (1994)
 FZ0942
 FZ0942                         *CURRENT SURVEY CONTROL
 FZ0942  ___________________________________________________________________
 FZ0942* NAD 83(1986)-  36 14 25.     (N)    081 45 39.     (W)     SCALED    
 FZ0942* NAVD 88     -       856.79   (+/-2cm)    2811.0    (feet)  VERTCON   
 FZ0942  ___________________________________________________________________
 FZ0942  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ0942  VERT ORDER  -  ? (See Below)
 FZ0942
 FZ0942.The horizontal coordinates were scaled from a topographic map and have
 FZ0942.an estimated accuracy of +/- 6 seconds.
 FZ0942
 FZ0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0942.The vertical order pertains to the NGVD 29 superseded value.
 FZ0942
 FZ0942.The geoid height was determined by GEOID03.
 FZ0942
 FZ0942;                    North         East    Units  Estimated Accuracy
 FZ0942;SPC NC       -   279,710.      361,460.      MT  (+/- 180 meters Scaled)
 FZ0942
 FZ0942                          SUPERSEDED SURVEY CONTROL
 FZ0942
 FZ0942  NGVD 29 (??/??/92)  856.888  (m)         2811.31   (f) ADJ UNCH    ?  
 FZ0942
 FZ0942.Superseded values are not recommended for survey control.
 FZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0942.See file dsdata.txt to determine how the superseded data were derived.
 FZ0942
 FZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA316108(NAD 83)
 FZ0942_MARKER: Z = SEE DESCRIPTION
 FZ0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0942_SP_SET: WOOD BRIDGE
 FZ0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0942
 FZ0942  HISTORY     - Date     Condition        Report By
 FZ0942  HISTORY     - UNK      MONUMENTED       USGS
 FZ0942  HISTORY     - 1934     GOOD             NGS
 FZ0942
 FZ0942                          STATION DESCRIPTION
 FZ0942
 FZ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0942'4 MI SE FROM SUGAR GROVE.
 FZ0942'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 421 FROM SUGAR GROVE,
 FZ0942'WATAUGA COUNTY, 0.6 MILE SOUTHEAST OF THE JUNCTION OF STATE
 FZ0942'HIGHWAY 194 AT VILAS, AT A SMALL WOODEN BRIDGE FOR A ROAD LEADING
 FZ0942'EAST TO A RED BRICK FARMHOUSE, ON THE TOP OF THE EAST END OF THE
 FZ0942'SOUTH 4- BY 4-INCH WOODEN GUARD, AND 15 FEET NORTHEAST OF THE
 FZ0942'CENTER OF THE HIGHWAY.  A PAINTED SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9256 ***********************************************************************
 DE9256  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9256  DESIGNATION -  281E 200
 DE9256  PID         -  DE9256
 DE9256  STATE/COUNTY-  NC/GUILFORD
 DE9256  USGS QUAD   -  GUILFORD (1994)
 DE9256
 DE9256                         *CURRENT SURVEY CONTROL
 DE9256  ___________________________________________________________________
 DE9256* NAD 83(2007)-  36 04 18.68570(N)    079 55 14.16215(W)     ADJUSTED  
 DE9256* NAVD 88     -       281.73   (meters)     924.3    (feet)  GPS OBS   
 DE9256  ___________________________________________________________________
 DE9256  EPOCH DATE  -        2002.00
 DE9256  X           -     903,330.093 (meters)                     COMP
 DE9256  Y           -  -5,081,848.656 (meters)                     COMP
 DE9256  Z           -   3,734,786.635 (meters)                     COMP
 DE9256  LAPLACE CORR-           7.19  (seconds)                    DEFLEC99
 DE9256  ELLIP HEIGHT-         250.357 (meters)          (02/10/07) ADJUSTED
 DE9256  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DE9256
 DE9256  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9256  Type    PID    Designation                      North   East  Ellip
 DE9256  -------------------------------------------------------------------
 DE9256  NETWORK DE9256 281E 200                          1.00   0.76   1.41
 DE9256  -------------------------------------------------------------------
 DE9256
 DE9256.The horizontal coordinates were established by GPS observations
 DE9256.and adjusted by the National Geodetic Survey in February 2007.
 DE9256
 DE9256.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9256.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9256.The horizontal coordinates are valid at the epoch date displayed above.
 DE9256.The epoch date for horizontal control is a decimal equivalence
 DE9256.of Year/Month/Day.
 DE9256
 DE9256.The orthometric height was determined by GPS observations and a
 DE9256.high-resolution geoid model.
 DE9256.The orthometric height was determined by GPS observations and a
 DE9256.high-resolution geoid model using precise GPS observation and
 DE9256.processing techniques.
 DE9256
 DE9256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9256
 DE9256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9256
 DE9256.The ellipsoidal height was determined by GPS observations
 DE9256.and is referenced to NAD 83.
 DE9256
 DE9256.The geoid height was determined by GEOID03.
 DE9256
 DE9256;                    North         East     Units Scale Factor Converg.
 DE9256;SPC NC       -   257,958.207   526,675.110   MT  0.99997492   -0 31 52.8
 DE9256;SPC NC       -   846,317.88  1,727,933.26   sFT  0.99997492   -0 31 52.8
 DE9256;UTM  17      - 3,992,457.622   597,197.150   MT  0.99971640   +0 38 08.2
 DE9256
 DE9256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9256!SPC NC       -   0.99996071  x   0.99997492  =   0.99993563
 DE9256!UTM  17      -   0.99996071  x   0.99971640  =   0.99967712
 DE9256
 DE9256:                Primary Azimuth Mark                     Grid Az
 DE9256:SPC NC       -  COG 35=281E 201                          021 31 25.8
 DE9256:UTM  17      -  COG 35=281E 201                          020 21 24.8
 DE9256
 DE9256|---------------------------------------------------------------------|
 DE9256| PID    Reference Object                     Distance      Geod. Az  |
 DE9256|                                                           dddmmss.s |
 DE9256| DE9361 COG 35=281E 201                     477.640 METERS 0205933.0 |
 DE9256| FY3688 TERMINAL                            495.729 METERS 2052305.7 |
 DE9256|---------------------------------------------------------------------|
 DE9256
 DE9256                          SUPERSEDED SURVEY CONTROL
 DE9256
 DE9256  NAD 83(2001)-  36 04 18.68598(N)    079 55 14.16198(W) AD(       ) 1
 DE9256  ELLIP H (03/13/03)  250.363  (m)                       GP(       ) 4 2
 DE9256  NAD 83(1986)-  36 04 18.69187(N)    079 55 14.17087(W) AD(       ) 1
 DE9256
 DE9256.Superseded values are not recommended for survey control.
 DE9256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9256.See file dsdata.txt to determine how the superseded data were derived.
 DE9256
 DE9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9719792458(NAD 83)
 DE9256_MARKER: DD = SURVEY DISK
 DE9256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9256_STAMPING: 281E 200 7/97
 DE9256_MARK LOGO: NC1940
 DE9256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9256+STABILITY: SURFACE MOTION
 DE9256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9256+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9256
 DE9256  HISTORY     - Date     Condition        Report By
 DE9256  HISTORY     - 1997     MONUMENTED       NC1940
 DE9256
 DE9256                          STATION DESCRIPTION
 DE9256
 DE9256'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9256'STATION IS LOCATED IN WESTERN GREENSBORO, 2.0 MI (3.2 KM) SOUTHEAST OF
 DE9256'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9256'CHIMNEY ROCK ROAD AND BURNT POPLAR ROAD.
 DE9256'ALONG CHIMNEY ROCK ROAD FOR 0.3 MI (0.5 KM) NORTH FROM THE I-40
 DE9256'UNDERPASS (EXIT 212) TO BURNT POPLAR ROAD, STATION IS APPROXIMATELY
 DE9256'250-FEET SOUTH-SOUTHWEST OF THE INTERSECTION.
 DE9256'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF CHIMNEY ROCK ROAD AND
 DE9256'RECESSED 1-INCH BELOW THE GROUND. LOCATED 78.7 FT (24.0 M) SOUTHEAST
 DE9256'OF THE CENTERLINE OF CHIMNEY ROCK ROAD, 202.0 FT (61.6 M) SOUTHWEST OF
 DE9256'THE CENTERLINE OF BURNT POPLAR ROAD, 35.0 FT (10.7 M) NORTHEAST OF A
 DE9256'12-INCH DOGWOOD (MIDDLE OF THREE), AND 146.0 FT (44.5 M)
 DE9256'SOUTH-SOUTHWEST OF POWER POLE 07-1543.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4490 ***********************************************************************
 FA4490  DESIGNATION -  282 RM
 FA4490  PID         -  FA4490
 FA4490  STATE/COUNTY-  NC/MECKLENBURG
 FA4490  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4490
 FA4490                         *CURRENT SURVEY CONTROL
 FA4490  ___________________________________________________________________
 FA4490* NAD 83(2001)-  35 08 17.99365(N)    080 52 29.89485(W)     NO CHECK  
 FA4490* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FA4490  ___________________________________________________________________
 FA4490  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FA4490  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA4490  HORZ ORDER  -  THIRD
 FA4490
 FA4490.The horizontal coordinates were established by classical geodetic methods
 FA4490.and adjusted by the National Geodetic Survey in August 2005.
 FA4490.No horizontal observational check was made to the station.
 FA4490
 FA4490.The orthometric height was scaled from a topographic map.
 FA4490
 FA4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4490
 FA4490.The geoid height was determined by GEOID03.
 FA4490
 FA4490;                    North         East     Units Scale Factor Converg.
 FA4490;SPC NC       -   155,620.969   438,758.718   MT  0.99987454   -1 04 55.8
 FA4490;SPC NC       -   510,566.46  1,439,494.23   sFT  0.99987454   -1 04 55.8
 FA4490;UTM  17      - 3,888,390.837   511,389.891   MT  0.99960160   +0 04 19.1
 FA4490
 FA4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4490!SPC NC       -   0.99997372  x   0.99987454  =   0.99984826
 FA4490!UTM  17      -   0.99997372  x   0.99960160  =   0.99957533
 FA4490
 FA4490                          SUPERSEDED SURVEY CONTROL
 FA4490
 FA4490  NAD 83(1986)-  35 08 18.00855(N)    080 52 29.90287(W) AD(       ) 3
 FA4490
 FA4490.Superseded values are not recommended for survey control.
 FA4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4490.See file dsdata.txt to determine how the superseded data were derived.
 FA4490
 FA4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1139088391(NAD 83)
 FA4490_MARKER: A = ALUMINUM MARKER
 FA4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4490_SP_SET: CONCRETE POST
 FA4490_STAMPING: 282
 FA4490_MARK LOGO: NC0870
 FA4490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4490+STABILITY: SURFACE MOTION
 FA4490
 FA4490  HISTORY     - Date     Condition        Report By
 FA4490  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4490  HISTORY     - 19951104 GOOD             USPSQD
 FA4490  HISTORY     - 19960221 GOOD             USPSQD
 FA4490  HISTORY     - 20051015 MARK NOT FOUND   GEOCAC
 FA4490
 FA4490                          STATION DESCRIPTION
 FA4490
 FA4490'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4490'MARK IS LOCATED IN MECKLENBURG COUNTY, 10.0 KM (6.21 MI) SOUTH OF
 FA4490'DOWNTOWN CHARLOTTE.
 FA4490'MARK REACHED BY FIRST GOING TO GPS STATION M 082. (269.03 FT) TO REACH
 FA4490'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 5) AND
 FA4490'TYVOLA ROAD, PROCEED EAST ON TYVOLA ROAD FOR 1.36 KM (0.85 MI) TO THE
 FA4490'INTERSECTION OF U.S. 521 (SOUTH BLVD). GO SOUTH ON U.S. 521 FOR 3.22
 FA4490'KM (2.00 MI)  TO THE INTERSECTION OF STARMOUNT DRIVE.  PROCEED EAST
 FA4490'ON STARMOUNT DRIVE FOR 0.08 KM (0.05 MI) TO INTERSECTION OF
 FA4490'WOODSTREAM DRIVE.  GO NORTH ON WOODSTREAM DRIVE FOR 0.08 KM
 FA4490'(0.05 MI) TO THE INTERSECTION OF BROOKDALE AVE. PROCEED WEST ON
 FA4490'BROOKDALE AVE FOR 0.16 KM (0.10 MI) TO STATION LOCATED ON EAST END OF
 FA4490'STARMOUNT SCHOOL IN THE PARKING LOT DRIVEWAY NEXT TO THE PLAYGROUND.
 FA4490'STATION IS 5.85 M (19.19 FT) S21W OF THE CENTERLINE OF THE SCHOOL
 FA4490'DRIVEWAY, 18.50 M (60.70 FT) EAST OF A SMALL ELM TREE WITH A TAG,
 FA4490'6.17 M (20.24 FT) N22W OF A ONE INCH POST, AND 0.42 M (1.38 FT) EAST
 FA4490'OF THE EDGE OF THE PAVEMENT OF THE SCHOOL DRIVEWAY.
 FA4490'TO REACH THE REFERENCE MARK FROM GPS STATION M 082, PROCEED WEST ON
 FA4490'BROOKDALE AVENUE FOR 0.32 KM (0.20 MI) TO THE INTERSECTION OF
 FA4490'WOODSTREAM DRIVE. GO SOUTH ON WOODSTREAM DRIVE FOR 45.71 M
 FA4490'(149.97 FT)  TO MARK IN THE WEST RIGHT-OF-WAY OF THE ROAD, 0.48 M
 FA4490'(1.57 FT) WEST OF THE EDGE OF THE PAVEMENT, AND IS IN FRONT OF THE
 FA4490'RESIDENCE AT 6900 WOODSTREAM DRIVE. THE MARK IS COMPASS BEARING S79W
 FA4490'AND DISTANCE 302.130 M (991.238 FT) FROM THE GPS STATION. THE
 FA4490'REFERENCE MARK IS STAMPED 282.
 FA4490
 FA4490                          STATION RECOVERY (1995)
 FA4490
 FA4490'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4490'RECOVERED IN GOOD CONDITION.
 FA4490
 FA4490                          STATION RECOVERY (1996)
 FA4490
 FA4490'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4490'RECOVERED IN GOOD CONDITION.
 FA4490
 FA4490                          STATION RECOVERY (2005)
 FA4490
 FA4490'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4490'ACCORDING TO THE RESIDENT OF 6900 WOODSTREAM DR., CURB AND GUTTER, AND
 FA4490'A SIDEWALK WAS ADDED TO THE WEST SIDE OF WOODSTREAM DR. IN 1997. THE
 FA4490'STATION'S LOCATION WOULD FALL UNDER THE BACK OF THE CURB AND GUTTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4491 ***********************************************************************
 FA4491  DESIGNATION -  283 AZ MK
 FA4491  PID         -  FA4491
 FA4491  STATE/COUNTY-  NC/MECKLENBURG
 FA4491  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4491
 FA4491                         *CURRENT SURVEY CONTROL
 FA4491  ___________________________________________________________________
 FA4491* NAD 83(2001)-  35 07 32.70024(N)    080 50 00.77363(W)     NO CHECK  
 FA4491* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 FA4491  ___________________________________________________________________
 FA4491  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FA4491  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4491  HORZ ORDER  -  THIRD
 FA4491
 FA4491.The horizontal coordinates were established by classical geodetic methods
 FA4491.and adjusted by the National Geodetic Survey in August 2005.
 FA4491.No horizontal observational check was made to the station.
 FA4491
 FA4491.The orthometric height was scaled from a topographic map.
 FA4491
 FA4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4491
 FA4491.The geoid height was determined by GEOID03.
 FA4491
 FA4491;                    North         East     Units Scale Factor Converg.
 FA4491;SPC NC       -   154,155.052   442,506.824   MT  0.99987500   -1 03 29.8
 FA4491;SPC NC       -   505,757.03  1,451,791.14   sFT  0.99987500   -1 03 29.8
 FA4491;UTM  17      - 3,887,001.089   515,165.733   MT  0.99960283   +0 05 44.8
 FA4491
 FA4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4491!SPC NC       -   0.99997167  x   0.99987500  =   0.99984668
 FA4491!UTM  17      -   0.99997167  x   0.99960283  =   0.99957451
 FA4491
 FA4491                          SUPERSEDED SURVEY CONTROL
 FA4491
 FA4491  NAD 83(1986)-  35 07 32.71539(N)    080 50 00.78171(W) AD(       ) 3
 FA4491
 FA4491.Superseded values are not recommended for survey control.
 FA4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4491.See file dsdata.txt to determine how the superseded data were derived.
 FA4491
 FA4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1516687001(NAD 83)
 FA4491_MARKER: A = ALUMINUM MARKER
 FA4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4491_SP_SET: CONCRETE POST
 FA4491_STAMPING: 283
 FA4491_MARK LOGO: NC0870
 FA4491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4491+STABILITY: SURFACE MOTION
 FA4491
 FA4491  HISTORY     - Date     Condition        Report By
 FA4491  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4491  HISTORY     - 19960327 MARK NOT FOUND   USPSQD
 FA4491
 FA4491                          STATION DESCRIPTION
 FA4491
 FA4491'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4491'MARK IS LOCATED IN MECKLENBURG COUNTY, 10.45 KM (6.49 MI) SOUTH OF
 FA4491'DOWNTOWN CHARLOTTE.
 FA4491'MARK REACHED BY FIRST GOING TO GPS STATION M 083. (272.31 FT) TO REACH
 FA4491'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 5) AND
 FA4491'TYVOLA ROAD, PROCEED EAST ON TYVOLA ROAD WHICH WILL BECOME FAIRVIEW
 FA4491'ROAD FOR 6.11 KM (3.80 MI) TO THE INTERSECTION OF SHARON ROAD. GO
 FA4491'SOUTH ON SHARON ROAD FOR 1.92 KM (1.19 MI) TO THE INTERSECTION OF
 FA4491'QUAIL HOLLOW ROAD. PROCEED SOUTH ON QUAIL HOLLOW ROAD FOR 0.32 KM
 FA4491'(0.20 MI) TO THE STATION LOCATED ON THE WEST RIGHT-OF-WAY OF THE ROAD
 FA4491'IN FRONT OF THE Y.M.C.A. PARKING LOT, AND ACROSS THE STREET FROM
 FA4491'BEVERLY WOODS ELEMENTERY SCHOOL.  STATION IS 29.92 M (98.16 FT) S44W
 FA4491'OF A UTILITY POLE ON THE EAST RIGHT OF WAY OF THE ROAD, 13.80 M
 FA4491'(45.28 FT) S75W OF THE CENTERLINE OF QUAIL HOLLOW ROAD, 14.56 M
 FA4491'(47.77 FT) S37E OF A UTILITY POLE, AND 17.09 M (56.07 FT) N29W OF A
 FA4491'UTILITY POLE WITH A TAG.
 FA4491'TO REACH THE AZIMUTH MARK FROM GPS STATION M 083, PROCEED SOUTH ON
 FA4491'QUAIL HOLLOW ROAD FOR 0.64 KM (0.40 MI) TO THE MARK ON THE EAST RIGHT
 FA4491'OF WAY OF THE ROAD, 0.48 M (1.57 FT) EAST OF THE EDGE OF THE PAVEMENT
 FA4491'. THE AZIMUTH MARK IS COMPASS BEARING S35E AND DISTANCE 747.635 M
 FA4491'(2452.866 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 283.
 FA4491
 FA4491                          STATION RECOVERY (1996)
 FA4491
 FA4491'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4492 ***********************************************************************
 FA4492  DESIGNATION -  284 AZ MK
 FA4492  PID         -  FA4492
 FA4492  STATE/COUNTY-  NC/MECKLENBURG
 FA4492  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4492
 FA4492                         *CURRENT SURVEY CONTROL
 FA4492  ___________________________________________________________________
 FA4492* NAD 83(2001)-  35 08 50.38373(N)    080 48 52.29990(W)     NO CHECK  
 FA4492* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 FA4492  ___________________________________________________________________
 FA4492  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 FA4492  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4492  HORZ ORDER  -  THIRD
 FA4492
 FA4492.The horizontal coordinates were established by classical geodetic methods
 FA4492.and adjusted by the National Geodetic Survey in August 2005.
 FA4492.No horizontal observational check was made to the station.
 FA4492
 FA4492.The orthometric height was scaled from a topographic map.
 FA4492
 FA4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4492
 FA4492.The geoid height was determined by GEOID03.
 FA4492
 FA4492;                    North         East     Units Scale Factor Converg.
 FA4492;SPC NC       -   156,516.514   444,283.751   MT  0.99987424   -1 02 50.2
 FA4492;SPC NC       -   513,504.60  1,457,620.94   sFT  0.99987424   -1 02 50.2
 FA4492;UTM  17      - 3,889,397.210   516,894.268   MT  0.99960352   +0 06 24.4
 FA4492
 FA4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4492!SPC NC       -   0.99997230  x   0.99987424  =   0.99984654
 FA4492!UTM  17      -   0.99997230  x   0.99960352  =   0.99957583
 FA4492
 FA4492                          SUPERSEDED SURVEY CONTROL
 FA4492
 FA4492  NAD 83(1986)-  35 08 50.39867(N)    080 48 52.30817(W) AD(       ) 3
 FA4492
 FA4492.Superseded values are not recommended for survey control.
 FA4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4492.See file dsdata.txt to determine how the superseded data were derived.
 FA4492
 FA4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1689489397(NAD 83)
 FA4492_MARKER: A = ALUMINUM MARKER
 FA4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4492_SP_SET: CONCRETE POST
 FA4492_STAMPING: 284
 FA4492_MARK LOGO: NC0870
 FA4492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4492+STABILITY: SURFACE MOTION
 FA4492
 FA4492  HISTORY     - Date     Condition        Report By
 FA4492  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4492  HISTORY     - 19960327 MARK NOT FOUND   USPSQD
 FA4492  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 FA4492  HISTORY     - 20081025 MARK NOT FOUND   NCDOT
 FA4492
 FA4492                          STATION DESCRIPTION
 FA4492
 FA4492'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4492'MARK IS LOCATED IN MECKLENBURG COUNTY, 9.68 KM (6.01 MI)
 FA4492'SOUTH-SOUTHEAST OF DOWNTOWN CHARLOTTE.
 FA4492'MARK REACHED BY FIRST GOING TO GPS STATION M 084. (275.59 FT) TO REACH
 FA4492'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 (EXIT 5) AND
 FA4492'TYVOLA ROAD, PROCEED EAST ON TYVOLA ROAD WHICH WILL BECOME FAIRVIEW
 FA4492'ROAD FOR 8.53 KM (5.30 MI) TO STATION LOCATED AT ENTRANCE TO
 FA4492'CHARLOTTE COUNTRY DAY SCHOOL ON THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 FA4492'STATION IS 1.55 M (5.09 FT) S38W OF THE BACK OF THE CURB ON FAIRVIEW
 FA4492'ROAD, 4.11 M (13.48 FT)  S70E OF A UTILITY POLE, 6.70 M (21.98 FT)
 FA4492'N45W OF THE WEST END OF THE WEST GATE TO SCHOOL, AND 6.24 M
 FA4492'(20.47 FT) N48E OF THE NORTHWEST FENCE CORNER POST OF A CHAIN LINK
 FA4492'FENCE AROUND THE SCHOOL PROPERTY.
 FA4492'TO REACH THE AZIMUTH MARK FROM GPS STATION M 084, PROCEED WEST ON
 FA4492'FAIRVIEW ROAD FOR 0.80 KM (0.50 MI) TO THE MARK IN THE NORTH
 FA4492'RIGHT-OF-WAY OF THE ROAD, 1.95 M (6.40 FT) NORTH OF THE BACK OF THE
 FA4492'CURB. THE AZIMUTH MARK IS COMPASS BEARING S88W AND DISTANCE 809.600 M
 FA4492'(2656.163 FT) FROM THE GPS STATION. THE AZIMUTH IS STAMPED 284.
 FA4492
 FA4492                          STATION RECOVERY (1996)
 FA4492
 FA4492'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4492'MARK NOT FOUND.
 FA4492
 FA4492                          STATION RECOVERY (1997)
 FA4492
 FA4492'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4492'MARK NOT FOUND.
 FA4492
 FA4492                          STATION RECOVERY (2008)
 FA4492
 FA4492'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 FA4492'THE COORDINATES OF THIS STATION FALL WELL WITHIN THE WBL OF FAIRVIEW
 FA4492'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9456 ***********************************************************************
 DE9456  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9456  DESIGNATION -  284E 200
 DE9456  PID         -  DE9456
 DE9456  STATE/COUNTY-  NC/GUILFORD
 DE9456  USGS QUAD   -  GUILFORD (1994)
 DE9456
 DE9456                         *CURRENT SURVEY CONTROL
 DE9456  ___________________________________________________________________
 DE9456* NAD 83(2007)-  36 06 03.96110(N)    079 55 07.17796(W)     ADJUSTED  
 DE9456* NAVD 88     -       252.49   (meters)     828.4    (feet)  GPS OBS   
 DE9456  ___________________________________________________________________
 DE9456  EPOCH DATE  -        2002.00
 DE9456  X           -     903,163.442 (meters)                     COMP
 DE9456  Y           -  -5,079,912.892 (meters)                     COMP
 DE9456  Z           -   3,737,391.670 (meters)                     COMP
 DE9456  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 DE9456  ELLIP HEIGHT-         220.966 (meters)          (02/10/07) ADJUSTED
 DE9456  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DE9456
 DE9456  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9456  Type    PID    Designation                      North   East  Ellip
 DE9456  -------------------------------------------------------------------
 DE9456  NETWORK DE9456 284E 200                          1.41   1.22   2.23
 DE9456  -------------------------------------------------------------------
 DE9456
 DE9456.The horizontal coordinates were established by GPS observations
 DE9456.and adjusted by the National Geodetic Survey in February 2007.
 DE9456
 DE9456.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9456.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9456.The horizontal coordinates are valid at the epoch date displayed above.
 DE9456.The epoch date for horizontal control is a decimal equivalence
 DE9456.of Year/Month/Day.
 DE9456
 DE9456.The orthometric height was determined by GPS observations and a
 DE9456.high-resolution geoid model.
 DE9456.The orthometric height was determined by GPS observations and a
 DE9456.high-resolution geoid model using precise GPS observation and
 DE9456.processing techniques.
 DE9456
 DE9456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9456
 DE9456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9456
 DE9456.The ellipsoidal height was determined by GPS observations
 DE9456.and is referenced to NAD 83.
 DE9456
 DE9456.The geoid height was determined by GEOID03.
 DE9456
 DE9456;                    North         East     Units Scale Factor Converg.
 DE9456;SPC NC       -   261,201.219   526,879.889   MT  0.99998236   -0 31 48.8
 DE9456;SPC NC       -   856,957.67  1,728,605.10   sFT  0.99998236   -0 31 48.8
 DE9456;UTM  17      - 3,995,703.282   597,335.791   MT  0.99971674   +0 38 13.9
 DE9456
 DE9456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9456!SPC NC       -   0.99996532  x   0.99998236  =   0.99994768
 DE9456!UTM  17      -   0.99996532  x   0.99971674  =   0.99968207
 DE9456
 DE9456                          SUPERSEDED SURVEY CONTROL
 DE9456
 DE9456  NAD 83(2001)-  36 06 03.96139(N)    079 55 07.17777(W) AD(       ) 1
 DE9456  ELLIP H (03/13/03)  220.970  (m)                       GP(       ) 4 2
 DE9456  NAD 83(1986)-  36 06 03.96712(N)    079 55 07.18666(W) AD(       ) 1
 DE9456
 DE9456.Superseded values are not recommended for survey control.
 DE9456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9456.See file dsdata.txt to determine how the superseded data were derived.
 DE9456
 DE9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9733695703(NAD 83)
 DE9456_MARKER: DD = SURVEY DISK
 DE9456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9456_STAMPING: 284E200 1999
 DE9456_MARK LOGO: NC1940
 DE9456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9456+STABILITY: SURFACE MOTION
 DE9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9456+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9456
 DE9456  HISTORY     - Date     Condition        Report By
 DE9456  HISTORY     - 1999     MONUMENTED       NC1940
 DE9456
 DE9456                          STATION DESCRIPTION
 DE9456
 DE9456'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9456'STATION IS ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9456'GREENSBORO GOVERNMENT PLAZA, 2.1 MI (3.4 KM) WEST-NORTHWEST OF
 DE9456'GUILFORD COLLEGE.
 DE9456'ALONG BALLINGER ROAD, 1.6 MI (2.6 KM) WEST OF THE INTERSECTION WITH
 DE9456'FLEMING ROAD AND NEW GARDEN ROAD, ON NORTH SIDE OF ROAD AND ABOUT
 DE9456'75-FEET NORTHWEST OF GOLF CART PATH CROSSING.
 DE9456'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9456'LOCATED 12.5 FT (3.8 M) NORTH OF CENTERLINE OF BALLINGER ROAD OR 2.4
 DE9456'FT (0.7 M) NORTH OF EDGE OF PAVEMENT, 13.0 FT (4.0 M) SOUTHEAST OF
 DE9456'18-INCH CULVERT RUNNING UNDER BALLINGER ROAD, AND 41.6 FT (12.7 M)
 DE9456'SOUTHWEST OF THE SOUTHWEST CORNER OF TEE BOX NUMBER 13.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9290 ***********************************************************************
 DE9290  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9290  DESIGNATION -  284W 200
 DE9290  PID         -  DE9290
 DE9290  STATE/COUNTY-  NC/GUILFORD
 DE9290  USGS QUAD   -  GUILFORD (1994)
 DE9290
 DE9290                         *CURRENT SURVEY CONTROL
 DE9290  ___________________________________________________________________
 DE9290* NAD 83(2007)-  36 05 53.46260(N)    079 55 37.98416(W)     ADJUSTED  
 DE9290* NAVD 88     -       260.68   (meters)     855.2    (feet)  GPS OBS   
 DE9290  ___________________________________________________________________
 DE9290  EPOCH DATE  -        2002.00
 DE9290  X           -     902,439.235 (meters)                     COMP
 DE9290  Y           -  -5,080,241.946 (meters)                     COMP
 DE9290  Z           -   3,737,135.014 (meters)                     COMP
 DE9290  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 DE9290  ELLIP HEIGHT-         229.133 (meters)          (02/10/07) ADJUSTED
 DE9290  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DE9290
 DE9290  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9290  Type    PID    Designation                      North   East  Ellip
 DE9290  -------------------------------------------------------------------
 DE9290  NETWORK DE9290 284W 200                          0.84   0.73   1.23
 DE9290  -------------------------------------------------------------------
 DE9290
 DE9290.The horizontal coordinates were established by GPS observations
 DE9290.and adjusted by the National Geodetic Survey in February 2007.
 DE9290
 DE9290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9290.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9290.The horizontal coordinates are valid at the epoch date displayed above.
 DE9290.The epoch date for horizontal control is a decimal equivalence
 DE9290.of Year/Month/Day.
 DE9290
 DE9290.The orthometric height was determined by GPS observations and a
 DE9290.high-resolution geoid model.
 DE9290.The orthometric height was determined by GPS observations and a
 DE9290.high-resolution geoid model using precise GPS observation and
 DE9290.processing techniques.
 DE9290
 DE9290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9290
 DE9290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9290
 DE9290.The ellipsoidal height was determined by GPS observations
 DE9290.and is referenced to NAD 83.
 DE9290
 DE9290.The geoid height was determined by GEOID03.
 DE9290
 DE9290;                    North         East     Units Scale Factor Converg.
 DE9290;SPC NC       -   260,884.813   526,106.344   MT  0.99998161   -0 32 06.6
 DE9290;SPC NC       -   855,919.59  1,726,067.23   sFT  0.99998161   -0 32 06.6
 DE9290;UTM  17      - 3,995,371.271   596,569.056   MT  0.99971490   +0 37 55.6
 DE9290
 DE9290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9290!SPC NC       -   0.99996404  x   0.99998161  =   0.99994565
 DE9290!UTM  17      -   0.99996404  x   0.99971490  =   0.99967895
 DE9290
 DE9290:                Primary Azimuth Mark                     Grid Az
 DE9290:SPC NC       -  284W 201                                 226 15 26.7
 DE9290:UTM  17      -  284W 201                                 225 05 24.5
 DE9290
 DE9290|---------------------------------------------------------------------|
 DE9290| PID    Reference Object                     Distance      Geod. Az  |
 DE9290|                                                           dddmmss.s |
 DE9290| DE9291 284W 201                            475.955 METERS 2254320.1 |
 DE9290|---------------------------------------------------------------------|
 DE9290
 DE9290                          SUPERSEDED SURVEY CONTROL
 DE9290
 DE9290  NAD 83(2001)-  36 05 53.46288(N)    079 55 37.98397(W) AD(       ) 1
 DE9290  ELLIP H (03/13/03)  229.137  (m)                       GP(       ) 4 2
 DE9290  NAD 83(1986)-  36 05 53.46857(N)    079 55 37.99291(W) AD(       ) 1
 DE9290
 DE9290.Superseded values are not recommended for survey control.
 DE9290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9290.See file dsdata.txt to determine how the superseded data were derived.
 DE9290
 DE9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9656995371(NAD 83)
 DE9290_MARKER: DD = SURVEY DISK
 DE9290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9290_STAMPING: 284W.200 7/97
 DE9290_MARK LOGO: NC1940
 DE9290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9290+STABILITY: SURFACE MOTION
 DE9290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9290+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9290
 DE9290  HISTORY     - Date     Condition        Report By
 DE9290  HISTORY     - 1997     MONUMENTED       NC1940
 DE9290
 DE9290                          STATION DESCRIPTION
 DE9290
 DE9290'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9290'STATION IS LOCATED IN GREENSBORO, NEAR THE EAST BOUNDARY OF THE
 DE9290'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ALONG RADAR ROAD.
 DE9290'PROCEED ALONG WEST FRIENDLY ROAD FOR 0.4 MI (0.6 KM) NORTH FROM WEST
 DE9290'MARKET STREET (US 421), THENCE LEFT/WEST FOR 0.25 MI (0.40 KM) ALONG
 DE9290'OLD FRIENDLY ROAD, THENCE RIGHT/NORTHERLY FOR 1.05 MI (1.69 KM) ALONG
 DE9290'RADAR ROAD TO STATION ON LEFT/NORTHWEST SIDE OF ROAD, AND ABOUT
 DE9290'250-FEET EAST OF THE EAST CORNER OF THE 825-RADAR ROAD US-AIR
 DE9290'BUILDING.
 DE9290'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF ROAD AND FLUSH WITH THE
 DE9290'GROUND. LOCATED 31.2 FT (9.5 M) NORTHWEST OF THE CENTERLINE OF RADAR
 DE9290'ROAD, 13.7 FT (4.2 M) SOUTHEAST OF A CHAIN LINK FENCE, 87.2 FT (26.6
 DE9290'M) EAST-NORTHEAST OF POINT ALONG CHAIN LINK FENCE ADJACENT TO POWER
 DE9290'POLE (D622J589), AND 136.4 FT (41.6 M) WEST (AND ACROSS ROAD) FROM
 DE9290'FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9291 ***********************************************************************
 DE9291  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9291  DESIGNATION -  284W 201
 DE9291  PID         -  DE9291
 DE9291  STATE/COUNTY-  NC/GUILFORD
 DE9291  USGS QUAD   -  GUILFORD (1994)
 DE9291
 DE9291                         *CURRENT SURVEY CONTROL
 DE9291  ___________________________________________________________________
 DE9291* NAD 83(2007)-  36 05 42.68196(N)    079 55 51.60631(W)     ADJUSTED  
 DE9291* NAVD 88     -       261.67   (meters)     858.5    (feet)  GPS OBS   
 DE9291  ___________________________________________________________________
 DE9291  EPOCH DATE  -        2002.00
 DE9291  X           -     902,138.091 (meters)                     COMP
 DE9291  Y           -  -5,080,495.079 (meters)                     COMP
 DE9291  Z           -   3,736,867.092 (meters)                     COMP
 DE9291  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 DE9291  ELLIP HEIGHT-         230.122 (meters)          (02/10/07) ADJUSTED
 DE9291  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DE9291
 DE9291  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9291  Type    PID    Designation                      North   East  Ellip
 DE9291  -------------------------------------------------------------------
 DE9291  NETWORK DE9291 284W 201                          0.80   0.74   1.20
 DE9291  -------------------------------------------------------------------
 DE9291
 DE9291.The horizontal coordinates were established by GPS observations
 DE9291.and adjusted by the National Geodetic Survey in February 2007.
 DE9291
 DE9291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9291.The horizontal coordinates are valid at the epoch date displayed above.
 DE9291.The epoch date for horizontal control is a decimal equivalence
 DE9291.of Year/Month/Day.
 DE9291
 DE9291.The orthometric height was determined by GPS observations and a
 DE9291.high-resolution geoid model.
 DE9291.The orthometric height was determined by GPS observations and a
 DE9291.high-resolution geoid model using precise GPS observation and
 DE9291.processing techniques.
 DE9291
 DE9291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9291
 DE9291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9291
 DE9291.The ellipsoidal height was determined by GPS observations
 DE9291.and is referenced to NAD 83.
 DE9291
 DE9291.The geoid height was determined by GEOID03.
 DE9291
 DE9291;                    North         East     Units Scale Factor Converg.
 DE9291;SPC NC       -   260,555.737   525,762.499   MT  0.99998084   -0 32 14.4
 DE9291;SPC NC       -   854,839.95  1,724,939.13   sFT  0.99998084   -0 32 14.4
 DE9291;UTM  17      - 3,995,035.349   596,232.076   MT  0.99971410   +0 37 47.4
 DE9291
 DE9291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9291!SPC NC       -   0.99996388  x   0.99998084  =   0.99994472
 DE9291!UTM  17      -   0.99996388  x   0.99971410  =   0.99967799
 DE9291
 DE9291:                Primary Azimuth Mark                     Grid Az
 DE9291:SPC NC       -  284W 200                                 046 15 26.5
 DE9291:UTM  17      -  284W 200                                 045 05 24.7
 DE9291
 DE9291|---------------------------------------------------------------------|
 DE9291| PID    Reference Object                     Distance      Geod. Az  |
 DE9291|                                                           dddmmss.s |
 DE9291| DE9290 284W 200                            475.955 METERS 0454312.1 |
 DE9291|---------------------------------------------------------------------|
 DE9291
 DE9291                          SUPERSEDED SURVEY CONTROL
 DE9291
 DE9291  NAD 83(2001)-  36 05 42.68224(N)    079 55 51.60614(W) AD(       ) 1
 DE9291  ELLIP H (03/13/03)  230.127  (m)                       GP(       ) 4 2
 DE9291  NAD 83(1986)-  36 05 42.68783(N)    079 55 51.61523(W) AD(       ) 1
 DE9291
 DE9291.Superseded values are not recommended for survey control.
 DE9291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9291.See file dsdata.txt to determine how the superseded data were derived.
 DE9291
 DE9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9623295035(NAD 83)
 DE9291_MARKER: DD = SURVEY DISK
 DE9291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9291_STAMPING: 284W.201 7/97
 DE9291_MARK LOGO: NC1940
 DE9291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9291+STABILITY: SURFACE MOTION
 DE9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9291+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9291
 DE9291  HISTORY     - Date     Condition        Report By
 DE9291  HISTORY     - 1997     MONUMENTED       NC1940
 DE9291
 DE9291                          STATION DESCRIPTION
 DE9291
 DE9291'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9291'STATION IS LOCATED IN GREENSBORO, NEAR THE EASTERN BOUNDARY OF THE
 DE9291'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ALONG RADAR ROAD.
 DE9291'PROCEED ALONG WEST FRIENDLY ROAD FOR 0.4 MI (0.6 KM) NORTH FROM WEST
 DE9291'MARKET STREET (US 421), THENCE LEFT/WEST FOR 0.25 MI (0.40 KM) ALONG
 DE9291'OLD FRIENDLY ROAD, THENCE RIGHT/NORTHERLY FOR 0.65 MI (1.05 KM) ALONG
 DE9291'RADAR ROAD TO STATION ON LEFT/NORTHWEST SIDE OF ROAD, IN FRONT OF
 DE9291'GRAVEL PARKING LOT 7, AND ACROSS ROAD FROM A HARRIS-TEETER WAREHOUSE.
 DE9291'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF ROAD AND RECESSED
 DE9291'1-INCH BELOW THE GROUND. LOCATED 23.2 FT (7.1 M) NORTHWEST OF THE
 DE9291'CENTERLINE OF RADAR ROAD, 65.3 FT (19.9 M) SOUTHWEST OF THE CENTERLINE
 DE9291'OF ENTRANCE TO PARKING LOT, 45.2 FT (13.8 M) EAST-NORTHEAST OF WOODEN
 DE9291'LIGHT POLE, 61.8 FT (18.8 M) NORTHEAST OF A FIRE HYDRANT, AND 52.5 FT
 DE9291'(16.0 M) SOUTHWEST OF SOUTHWEST END OF A 15-INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4493 ***********************************************************************
 FA4493  DESIGNATION -  285 AZ MK
 FA4493  PID         -  FA4493
 FA4493  STATE/COUNTY-  NC/MECKLENBURG
 FA4493  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA4493
 FA4493                         *CURRENT SURVEY CONTROL
 FA4493  ___________________________________________________________________
 FA4493* NAD 83(2001)-  35 08 02.23414(N)    080 45 48.95418(W)     NO CHECK  
 FA4493* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 FA4493  ___________________________________________________________________
 FA4493  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 FA4493  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA4493  HORZ ORDER  -  THIRD
 FA4493
 FA4493.The horizontal coordinates were established by classical geodetic methods
 FA4493.and adjusted by the National Geodetic Survey in August 2005.
 FA4493.No horizontal observational check was made to the station.
 FA4493
 FA4493.The orthometric height was scaled from a topographic map.
 FA4493
 FA4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4493
 FA4493.The geoid height was determined by GEOID03.
 FA4493
 FA4493;                    North         East     Units Scale Factor Converg.
 FA4493;SPC NC       -   154,949.459   448,896.957   MT  0.99987469   -1 01 04.4
 FA4493;SPC NC       -   508,363.35  1,472,756.10   sFT  0.99987469   -1 01 04.4
 FA4493;UTM  17      - 3,887,923.779   521,536.845   MT  0.99960572   +0 08 09.8
 FA4493
 FA4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4493!SPC NC       -   0.99997732  x   0.99987469  =   0.99985201
 FA4493!UTM  17      -   0.99997732  x   0.99960572  =   0.99958305
 FA4493
 FA4493                          SUPERSEDED SURVEY CONTROL
 FA4493
 FA4493  NAD 83(1986)-  35 08 02.24902(N)    080 45 48.96243(W) AD(       ) 3
 FA4493
 FA4493.Superseded values are not recommended for survey control.
 FA4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4493.See file dsdata.txt to determine how the superseded data were derived.
 FA4493
 FA4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2153787924(NAD 83)
 FA4493_MARKER: A = ALUMINUM MARKER
 FA4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4493_SP_SET: CONCRETE POST
 FA4493_STAMPING: 285
 FA4493_MARK LOGO: NC0870
 FA4493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4493+STABILITY: SURFACE MOTION
 FA4493
 FA4493  HISTORY     - Date     Condition        Report By
 FA4493  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4493  HISTORY     - 19960327 MARK NOT FOUND   USPSQD
 FA4493  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 FA4493
 FA4493                          STATION DESCRIPTION
 FA4493
 FA4493'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4493'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.10 KM (7.52 MI)   SOUTH-
 FA4493'EAST OF DOWNTOWN CHARLOTTE.
 FA4493'MARK REACHED BY FIRST GOING TO GPS STATION M 085. (278.87 FT) TO REACH
 FA4493'THE STATION FROM THE INTERSECTION OF ROUTE 16 AND ROUTE 51, PROCEED
 FA4493'NORTH ON ROUTE 51 FOR 6.44 KM (4.00 MI) TO THE INTERSECTION OF SARDIS
 FA4493'ROAD (S.R. 3356). GO NORTHEAST ON SARDIS ROAD FOR 4.50 KM (2.80 MI)
 FA4493'TO THE STATION LOCATED ON THE NORTHWEST END OF THE BRIDGE OVER ALPINE
 FA4493'CREEK.  STATION IS 8.35 M (27.39 FT) S52W OF THE CENTERLINE OF SARDIS
 FA4493'ROAD, 5.27 M (17.29 FT) N30W OF THE NORTHWEST RAILING OF THE BRIDGE,
 FA4493'AND 8.41 M (27.59 FT) N33E OF UTILITY POLE NO.8.75.
 FA4493'TO REACH THE AZIMUTH MARK FROM GPS STATION M 085, PROCEED SOUTHEAST ON
 FA4493'SARDIS ROAD FOR 0.56 KM (0.35 MI) TO THE MARK IN THE WEST
 FA4493'RIGHT-OF-WAY OF THE ROAD, 1.34 M (4.40 FT) SOUTHWEST OF THE EDGE OF
 FA4493'THE PAVEMENT, AND IN FRONT OF THE TENNIS COURTS. THE AZIMUTH MARK IS
 FA4493'COMPASS BEARING S47E AND DISTANCE 579.436 M (1901.033 FT) FROM THE
 FA4493'GPS STATION. THE AZIMUTH MARK IS STAMPED 285.
 FA4493
 FA4493                          STATION RECOVERY (1996)
 FA4493
 FA4493'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4493'MARK NOT FOUND.
 FA4493
 FA4493                          STATION RECOVERY (2004)
 FA4493
 FA4493'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4493'SEARCHED IN FRONT OF TENNIS COURTS WITH MICRONTA 4001.  SARDIS ROAD
 FA4493'HAS BEEN WIDENED AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6803 ***********************************************************************
 AB6803  CBN         -  This is a Cooperative Base Network Control Station.
 AB6803  DESIGNATION -  285 HLZ
 AB6803  PID         -  AB6803
 AB6803  STATE/COUNTY-  NC/ANSON
 AB6803  USGS QUAD   -  MARSHVILLE (1988)
 AB6803
 AB6803                         *CURRENT SURVEY CONTROL
 AB6803  ___________________________________________________________________
 AB6803* NAD 83(2007)-  34 53 04.72107(N)    080 15 13.87402(W)     ADJUSTED  
 AB6803* NAVD 88     -       111.48   (meters)     365.7    (feet)  LEVELING  
 AB6803  ___________________________________________________________________
 AB6803  EPOCH DATE  -        2002.00
 AB6803  X           -     886,675.485 (meters)                     COMP
 AB6803  Y           -  -5,162,227.756 (meters)                     COMP
 AB6803  Z           -   3,627,422.694 (meters)                     COMP
 AB6803  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AB6803  ELLIP HEIGHT-          80.832 (meters)          (02/10/07) ADJUSTED
 AB6803  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AB6803
 AB6803  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6803  Type    PID    Designation                      North   East  Ellip
 AB6803  -------------------------------------------------------------------
 AB6803  NETWORK AB6803 285 HLZ                           0.31   0.29   1.04
 AB6803  -------------------------------------------------------------------
 AB6803  VERT ORDER  -  THIRD ?
 AB6803
 AB6803.The horizontal coordinates were established by GPS observations
 AB6803.and adjusted by the National Geodetic Survey in February 2007.
 AB6803
 AB6803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6803.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6803.The horizontal coordinates are valid at the epoch date displayed above.
 AB6803.The epoch date for horizontal control is a decimal equivalence
 AB6803.of Year/Month/Day.
 AB6803
 AB6803.The orthometric height was determined by differential leveling.
 AB6803.The vertical network tie was performed by a horz. field party for horz.
 AB6803.obs reductions. Reset procedures were used to establish the elevation.
 AB6803
 AB6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6803
 AB6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6803
 AB6803.The ellipsoidal height was determined by GPS observations
 AB6803.and is referenced to NAD 83.
 AB6803
 AB6803.The geoid height was determined by GEOID03.
 AB6803
 AB6803;                    North         East     Units Scale Factor Converg.
 AB6803;SPC NC       -   126,590.418   494,994.102   MT  0.99989299   -0 43 25.3
 AB6803;SPC NC       -   415,322.06  1,623,993.15   sFT  0.99989299   -0 43 25.3
 AB6803;UTM  17      - 3,860,504.650   568,183.154   MT  0.99965730   +0 25 36.3
 AB6803
 AB6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6803!SPC NC       -   0.99998731  x   0.99989299  =   0.99988030
 AB6803!UTM  17      -   0.99998731  x   0.99965730  =   0.99964462
 AB6803
 AB6803                          SUPERSEDED SURVEY CONTROL
 AB6803
 AB6803  NAD 83(2001)-  34 53 04.72102(N)    080 15 13.87401(W) AD(       ) B
 AB6803  ELLIP H (01/30/03)   80.832  (m)                       GP(       ) 4 2
 AB6803  NAD 83(1986)-  34 53 04.73153(N)    080 15 13.88024(W) AD(       ) 1
 AB6803  NAD 83(1995)-  34 53 04.72135(N)    080 15 13.87370(W) AD(       ) B
 AB6803  ELLIP H (09/11/96)   80.828  (m)                       GP(       ) 4 1
 AB6803
 AB6803.Superseded values are not recommended for survey control.
 AB6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6803.See file dsdata.txt to determine how the superseded data were derived.
 AB6803
 AB6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6818360505(NAD 83)
 AB6803_MARKER: DB = BENCH MARK DISK
 AB6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6803_STAMPING: 285 HLZ 1969
 AB6803_MARK LOGO: USGS  
 AB6803_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6803+STABILITY: SURFACE MOTION
 AB6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6803+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 AB6803
 AB6803  HISTORY     - Date     Condition        Report By
 AB6803  HISTORY     - 1969     MONUMENTED       USGS
 AB6803  HISTORY     - 19950125 GOOD             NCGS
 AB6803  HISTORY     - 20041028 GOOD             NCGS
 AB6803
 AB6803                          STATION DESCRIPTION
 AB6803
 AB6803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS)
 AB6803'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. STATION IS
 AB6803'LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF MARSHVILLE AND 15.5 MI
 AB6803'(24.9 KM) EAST-SOUTHEAST OF MONROE. PROCEED ALONG NC 109 FOR 4.55 MI
 AB6803'(7.32 KM) NORTH-NORTHEAST FROM THE NORTH CAROLINA-SOUTH CAROLINA STATE
 AB6803'LINE, THENCE WEST FOR 4.9 MI (7.9 KM) ALONG SR 1003-UNION CHURCH ROAD
 AB6803'TO THE SR 1224 CROSSROADS AND THE STATION IN THE SOUTHEAST QUADRANT OF
 AB6803'THE INTERSECTION. MARK IS ABOUT 1-FOOT LOWER THAN SR 1003 AND PROJECTS
 AB6803'3 INCHES ABOVE THE GROUND.  LOCATED 46.8 FT (14.3 M) SOUTH-SOUTHWEST
 AB6803'OF THE CENTERLINE OF SR 1003, 71.2 FT (21.7 M) SOUTHEAST OF THE
 AB6803'CENTERLINE OF SR 1224--AND 105.6 FT (32.2 M) EAST-SOUTHEAST OF A
 AB6803'TELEPHONE PEDESTAL AND POLE, 63.8 FT (19.4 M) NORTHEAST OF A POWER
 AB6803'POLE--BOTH WITH REFERENCE TAGS.
 AB6803
 AB6803                          STATION RECOVERY (2004)
 AB6803
 AB6803'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (TRW)
 AB6803'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4494 ***********************************************************************
 FA4494  DESIGNATION -  286 AZ MK
 FA4494  PID         -  FA4494
 FA4494  STATE/COUNTY-  NC/MECKLENBURG
 FA4494  USGS QUAD   -  MINT HILL (1993)
 FA4494
 FA4494                         *CURRENT SURVEY CONTROL
 FA4494  ___________________________________________________________________
 FA4494* NAD 83(2001)-  35 09 23.28624(N)    080 43 58.10753(W)     NO CHECK  
 FA4494* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 FA4494  ___________________________________________________________________
 FA4494  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FA4494  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4494  HORZ ORDER  -  THIRD
 FA4494
 FA4494.The horizontal coordinates were established by classical geodetic methods
 FA4494.and adjusted by the National Geodetic Survey in August 2005.
 FA4494.No horizontal observational check was made to the station.
 FA4494
 FA4494.The orthometric height was scaled from a topographic map.
 FA4494
 FA4494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4494
 FA4494.The geoid height was determined by GEOID03.
 FA4494
 FA4494;                    North         East     Units Scale Factor Converg.
 FA4494;SPC NC       -   157,397.182   451,746.005   MT  0.99987397   -1 00 00.5
 FA4494;SPC NC       -   516,393.92  1,482,103.35   sFT  0.99987397   -1 00 00.5
 FA4494;UTM  17      - 3,890,427.712   524,335.271   MT  0.99960730   +0 09 13.9
 FA4494
 FA4494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4494!SPC NC       -   0.99997512  x   0.99987397  =   0.99984909
 FA4494!UTM  17      -   0.99997512  x   0.99960730  =   0.99958243
 FA4494
 FA4494                          SUPERSEDED SURVEY CONTROL
 FA4494
 FA4494  NAD 83(1986)-  35 09 23.30104(N)    080 43 58.11581(W) AD(       ) 3
 FA4494
 FA4494.Superseded values are not recommended for survey control.
 FA4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4494.See file dsdata.txt to determine how the superseded data were derived.
 FA4494
 FA4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2433590428(NAD 83)
 FA4494_MARKER: A = ALUMINUM MARKER
 FA4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4494_SP_SET: CONCRETE POST
 FA4494_STAMPING: 286
 FA4494_MARK LOGO: NC0870
 FA4494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4494+STABILITY: SURFACE MOTION
 FA4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4494+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 FA4494
 FA4494  HISTORY     - Date     Condition        Report By
 FA4494  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4494  HISTORY     - 19980209 GOOD             USPSQD
 FA4494  HISTORY     - 20001010 GOOD             NCGS
 FA4494  HISTORY     - 20041122 GOOD             USPSQD
 FA4494  HISTORY     - 20060831 GOOD             USPSQD
 FA4494
 FA4494                          STATION DESCRIPTION
 FA4494
 FA4494'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4494'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.1 KM (7.52 MI) SOUTHEAST OF
 FA4494'CHARLOTTE.
 FA4494'MARK REACHED BY FIRST GOING TO GPS STATION M 086. (282.15 FT) TO REACH
 FA4494'THE STATION FROM THE INTERSECTION OF U.S.74 (INDEPENDENCE BLVD.) AND
 FA4494'ROUTES 24-27, PROCEED SOUTHEAST ON U.S.74 FOR 5.15 KM (3.20 MI) TO
 FA4494'THE INTERSECTION OF VILLAGE LAKE DRIVE. STATION IS LOCATED IN THE
 FA4494'WEST CORNER OF THE INTERSECTION IN FRONT OF THE A.B.C LIQUOR STORE.
 FA4494'TO REACH THE AZIMUTH MARK FROM GPS STATION M 086, PROCEED SOUTHEAST ON
 FA4494'U.S. 74, 1.82 M (5.97 FT) FROM THE EDGE OF THE PAVEMENT. THE AZIMUTH
 FA4494'MARK IS COMPASS BEARING S42E AND DISTANCE 947.335 M (3108.048 FT)
 FA4494'FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 286.
 FA4494
 FA4494                          STATION RECOVERY (1998)
 FA4494
 FA4494'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4494'RECOVERED IN GOOD CONDITION.
 FA4494
 FA4494                          STATION RECOVERY (2000)
 FA4494
 FA4494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4494'STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF CHARLOTTE.
 FA4494'ALONG US 74 FOR 2.55 MI (4.10 KM) NORTHWEST FROM NC 51, IN THE MEDIAN,
 FA4494'OR 0.3 MI (0.5 KM) SOUTHEAST OF THE BRIDGE OVER MCALPINE CREEK. MARK
 FA4494'IS ABOUT 1-FOOT LOWER THAN WESTBOUND US 74 AND IS RECESSED 3-INCHES
 FA4494'BELOW GROUND.  LOCATED 21.5 FT (6.6 M) SOUTHWEST OF THE CENTERLINE OF
 FA4494'WESTBOUND US 74, 51.5 FT (15.7 M) NORTH OF THE CENTERLINE INTERSECTION
 FA4494'OF EASTBOUND US 74 AND CAUSEWAY DRIVE, 186.0 FT (56.7 M) SOUTHEAST OF
 FA4494'A DROP INLET, AND 199.0 FT (60.7 M) NORTHWEST OF STATION GALLEY.
 FA4494
 FA4494                          STATION RECOVERY (2004)
 FA4494
 FA4494'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 FA4494'RECOVERED IN GOOD CONDITION.
 FA4494
 FA4494                          STATION RECOVERY (2006)
 FA4494
 FA4494'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9346 ***********************************************************************
 DE9346  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9346  DESIGNATION -  286W 200
 DE9346  PID         -  DE9346
 DE9346  STATE/COUNTY-  NC/GUILFORD
 DE9346  USGS QUAD   -  GUILFORD (1994)
 DE9346
 DE9346                         *CURRENT SURVEY CONTROL
 DE9346  ___________________________________________________________________
 DE9346* NAD 83(2007)-  36 07 26.43445(N)    079 55 55.16563(W)     ADJUSTED  
 DE9346* NAVD 88     -       261.51   (meters)     858.0    (feet)  GPS OBS   
 DE9346  ___________________________________________________________________
 DE9346  EPOCH DATE  -        2002.00
 DE9346  X           -     901,720.899 (meters)                     COMP
 DE9346  Y           -  -5,078,654.719 (meters)                     COMP
 DE9346  Z           -   3,739,450.565 (meters)                     COMP
 DE9346  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DE9346  ELLIP HEIGHT-         229.808 (meters)          (02/10/07) ADJUSTED
 DE9346  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DE9346
 DE9346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9346  Type    PID    Designation                      North   East  Ellip
 DE9346  -------------------------------------------------------------------
 DE9346  NETWORK DE9346 286W 200                          1.04   0.84   1.49
 DE9346  -------------------------------------------------------------------
 DE9346
 DE9346.The horizontal coordinates were established by GPS observations
 DE9346.and adjusted by the National Geodetic Survey in February 2007.
 DE9346
 DE9346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9346.The horizontal coordinates are valid at the epoch date displayed above.
 DE9346.The epoch date for horizontal control is a decimal equivalence
 DE9346.of Year/Month/Day.
 DE9346
 DE9346.The orthometric height was determined by GPS observations and a
 DE9346.high-resolution geoid model.
 DE9346.The orthometric height was determined by GPS observations and a
 DE9346.high-resolution geoid model using precise GPS observation and
 DE9346.processing techniques.
 DE9346
 DE9346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9346
 DE9346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9346
 DE9346.The ellipsoidal height was determined by GPS observations
 DE9346.and is referenced to NAD 83.
 DE9346
 DE9346.The geoid height was determined by GEOID03.
 DE9346
 DE9346;                    North         East     Units Scale Factor Converg.
 DE9346;SPC NC       -   263,754.295   525,703.489   MT  0.99998837   -0 32 16.5
 DE9346;SPC NC       -   865,333.88  1,724,745.53   sFT  0.99998837   -0 32 16.5
 DE9346;UTM  17      - 3,998,231.175   596,107.947   MT  0.99971381   +0 37 46.8
 DE9346
 DE9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9346!SPC NC       -   0.99996393  x   0.99998837  =   0.99995230
 DE9346!UTM  17      -   0.99996393  x   0.99971381  =   0.99967775
 DE9346
 DE9346:                Primary Azimuth Mark                     Grid Az
 DE9346:SPC NC       -  286W 201                                 146 00 28.8
 DE9346:UTM  17      -  286W 201                                 144 50 25.5
 DE9346
 DE9346|---------------------------------------------------------------------|
 DE9346| PID    Reference Object                     Distance      Geod. Az  |
 DE9346|                                                           dddmmss.s |
 DE9346| DE9347 286W 201                            417.053 METERS 1452812.3 |
 DE9346|---------------------------------------------------------------------|
 DE9346
 DE9346                          SUPERSEDED SURVEY CONTROL
 DE9346
 DE9346  NAD 83(2001)-  36 07 26.43474(N)    079 55 55.16542(W) AD(       ) 1
 DE9346  ELLIP H (03/13/03)  229.813  (m)                       GP(       ) 4 2
 DE9346  NAD 83(1986)-  36 07 26.44060(N)    079 55 55.17402(W) AD(       ) 1
 DE9346
 DE9346.Superseded values are not recommended for survey control.
 DE9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9346.See file dsdata.txt to determine how the superseded data were derived.
 DE9346
 DE9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9610898231(NAD 83)
 DE9346_MARKER: DD = SURVEY DISK
 DE9346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9346_STAMPING: 286W.200 7/97
 DE9346_MARK LOGO: NC1940
 DE9346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9346+STABILITY: SURFACE MOTION
 DE9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9346+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9346
 DE9346  HISTORY     - Date     Condition        Report By
 DE9346  HISTORY     - 1997     MONUMENTED       NC1940
 DE9346
 DE9346                          STATION DESCRIPTION
 DE9346
 DE9346'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9346'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF THE DOWNTOWN
 DE9346'GREENSBORO GOVERNMENT COMPLEX, AND 1.5 MI (2.4 KM) NORTH-NORTHEAST OF
 DE9346'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG OLD OAK RIDGE ROAD.
 DE9346'ALONG OLD OAK RIDGE ROAD FOR 0.25 MI (0.40 KM) NORTHWEST FROM THE
 DE9346'BRIDGE OVER JOSEPH BRYAN BOULEVARD-AIRPORT PARKWAY TO STATION ON
 DE9346'LEFT/SOUTHWEST SIDE OF ROAD, ABOUT 130-FEET NORTH OF DRIVEWAY TO
 DE9346'RETANGULAR BRICK HOME WITH SWIMMING POOL.
 DE9346'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9346'GROUND. LOCATED 28.1 FT (8.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DE9346'ROAD, 132.5 FT (40.4 M) NORTH OF THE NORTH END OF CULVERT UNDER DRIVE,
 DE9346'69.5 FT (21.2 M) SOUTH-SOUTHEAST OF A TELEPHONE POLE (9 F20), AND 23.6
 DE9346'FT (7.2 M) EAST-NORTHEAST OF THE CENTERLINE OF DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9347 ***********************************************************************
 DE9347  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9347  DESIGNATION -  286W 201
 DE9347  PID         -  DE9347
 DE9347  STATE/COUNTY-  NC/GUILFORD
 DE9347  USGS QUAD   -  GUILFORD (1994)
 DE9347
 DE9347                         *CURRENT SURVEY CONTROL
 DE9347  ___________________________________________________________________
 DE9347* NAD 83(2007)-  36 07 15.28731(N)    079 55 45.71229(W)     NO CHECK  
 DE9347* NAVD 88     -       254.17   (meters)     833.9    (feet)  GPS OBS   
 DE9347  ___________________________________________________________________
 DE9347  EPOCH DATE  -        2002.00
 DE9347  X           -     901,988.044 (meters)                     COMP
 DE9347  Y           -  -5,078,806.998 (meters)                     COMP
 DE9347  Z           -   3,739,168.707 (meters)                     COMP
 DE9347  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 DE9347  ELLIP HEIGHT-         222.487 (meters)          (02/10/07) NO CHECK
 DE9347  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 DE9347
 DE9347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9347  Type    PID    Designation                      North   East  Ellip
 DE9347  -------------------------------------------------------------------
 DE9347  NETWORK DE9347 286W 201                          0.86   0.69   1.22
 DE9347  -------------------------------------------------------------------
 DE9347
 DE9347.The horizontal coordinates were established by GPS observations
 DE9347.and adjusted by the National Geodetic Survey in February 2007.
 DE9347
 DE9347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9347.No horizontal observational check was made to the station.
 DE9347.The horizontal coordinates are valid at the epoch date displayed above.
 DE9347.The epoch date for horizontal control is a decimal equivalence
 DE9347.of Year/Month/Day.
 DE9347
 DE9347.The orthometric height was determined by GPS observations and a
 DE9347.high-resolution geoid model.
 DE9347.The orthometric height was determined by GPS observations and a
 DE9347.high-resolution geoid model using precise GPS observation and
 DE9347.processing techniques.
 DE9347
 DE9347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9347
 DE9347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9347
 DE9347.The ellipsoidal height was determined by GPS observations
 DE9347.and is referenced to NAD 83.
 DE9347
 DE9347.The geoid height was determined by GEOID03.
 DE9347
 DE9347;                    North         East     Units Scale Factor Converg.
 DE9347;SPC NC       -   263,408.514   525,936.652   MT  0.99998755   -0 32 11.0
 DE9347;SPC NC       -   864,199.43  1,725,510.50   sFT  0.99998755   -0 32 11.0
 DE9347;UTM  17      - 3,997,890.311   596,348.041   MT  0.99971438   +0 37 52.2
 DE9347
 DE9347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9347!SPC NC       -   0.99996508  x   0.99998755  =   0.99995263
 DE9347!UTM  17      -   0.99996508  x   0.99971438  =   0.99967947
 DE9347
 DE9347:                Primary Azimuth Mark                     Grid Az
 DE9347:SPC NC       -  286W 200                                 326 00 28.9
 DE9347:UTM  17      -  286W 200                                 324 50 25.7
 DE9347
 DE9347|---------------------------------------------------------------------|
 DE9347| PID    Reference Object                     Distance      Geod. Az  |
 DE9347|                                                           dddmmss.s |
 DE9347| DE9346 286W 200                            417.053 METERS 3252817.9 |
 DE9347|---------------------------------------------------------------------|
 DE9347
 DE9347                          SUPERSEDED SURVEY CONTROL
 DE9347
 DE9347  NAD 83(2001)-  36 07 15.28760(N)    079 55 45.71207(W) AD(       ) 1
 DE9347  ELLIP H (03/13/03)  222.491  (m)                       GP(       ) 4 2
 DE9347  NAD 83(1986)-  36 07 15.29345(N)    079 55 45.72071(W) AD(       ) 1
 DE9347
 DE9347.Superseded values are not recommended for survey control.
 DE9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9347.See file dsdata.txt to determine how the superseded data were derived.
 DE9347
 DE9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9634897890(NAD 83)
 DE9347_MARKER: DD = SURVEY DISK
 DE9347_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE9347_SP_SET: IN BRIDGE WINGWALL
 DE9347_STAMPING: 286W.201 7/97
 DE9347_MARK LOGO: NC1940
 DE9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9347+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9347
 DE9347  HISTORY     - Date     Condition        Report By
 DE9347  HISTORY     - 1997     MONUMENTED       NC1940
 DE9347
 DE9347                          STATION DESCRIPTION
 DE9347
 DE9347'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9347'STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHWEST OF THE DOWNTOWN
 DE9347'GREENSBORO GOVERNMENT COMPLEX, AND 1.5 MI (2.4 KM) NORTH-NORTHEAST OF
 DE9347'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE OLD OAK RIDGE ROAD
 DE9347'BRIDGE OVER JOSEPH BRYAN BOULEVARD.
 DE9347'LOCATED AT THE OLD OAK RIDGE ROAD BRIDGE OVER JOSEPH BRYAN
 DE9347'BOULEVARD-AIRPORT PARKWAY, AT THE NORTHWEST END OF THE BRIDGE IN THE
 DE9347'SOUTHWEST WINGWALL.
 DE9347'MARK IS ABOUT 1.5-FEET HIGHER THAN THE CENTER OF ROAD, AND ABOUT FLUSH
 DE9347'WITH THE CONCRETE WINGWALL. LOCATED 18.9 FT (5.8 M) SOUTHWEST OF THE
 DE9347'CENTERLINE OF ROAD, 8.1 FT (2.5 M) NORTHWEST OF THE NORTHWEST END OF
 DE9347'CONCRETE BRIDGE RAIL, AND 1.0 FT (0.3 M) EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4495 ***********************************************************************
 FA4495  DESIGNATION -  287 AZ MK
 FA4495  PID         -  FA4495
 FA4495  STATE/COUNTY-  NC/MECKLENBURG
 FA4495  USGS QUAD   -  MINT HILL (1993)
 FA4495
 FA4495                         *CURRENT SURVEY CONTROL
 FA4495  ___________________________________________________________________
 FA4495* NAD 83(2001)-  35 08 26.93245(N)    080 43 07.39395(W)     NO CHECK  
 FA4495* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FA4495  ___________________________________________________________________
 FA4495  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA4495  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4495  HORZ ORDER  -  THIRD
 FA4495
 FA4495.The horizontal coordinates were established by classical geodetic methods
 FA4495.and adjusted by the National Geodetic Survey in August 2005.
 FA4495.No horizontal observational check was made to the station.
 FA4495
 FA4495.The orthometric height was scaled from a topographic map.
 FA4495
 FA4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4495
 FA4495.The geoid height was determined by GEOID03.
 FA4495
 FA4495;                    North         East     Units Scale Factor Converg.
 FA4495;SPC NC       -   155,638.663   452,999.119   MT  0.99987446   -0 59 31.2
 FA4495;SPC NC       -   510,624.51  1,486,214.61   sFT  0.99987446   -0 59 31.2
 FA4495;UTM  17      - 3,888,695.248   525,623.202   MT  0.99960809   +0 09 42.8
 FA4495
 FA4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4495!SPC NC       -   0.99997088  x   0.99987446  =   0.99984534
 FA4495!UTM  17      -   0.99997088  x   0.99960809  =   0.99957898
 FA4495
 FA4495                          SUPERSEDED SURVEY CONTROL
 FA4495
 FA4495  NAD 83(1986)-  35 08 26.94702(N)    080 43 07.40254(W) AD(       ) 3
 FA4495
 FA4495.Superseded values are not recommended for survey control.
 FA4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4495.See file dsdata.txt to determine how the superseded data were derived.
 FA4495
 FA4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2562388695(NAD 83)
 FA4495_MARKER: A = ALUMINUM MARKER
 FA4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4495_SP_SET: CONCRETE POST
 FA4495_STAMPING: 287
 FA4495_MARK LOGO: NC0870
 FA4495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4495+STABILITY: SURFACE MOTION
 FA4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4495+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA4495
 FA4495  HISTORY     - Date     Condition        Report By
 FA4495  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4495  HISTORY     - 19980209 MARK NOT FOUND   USPSQD
 FA4495  HISTORY     - 20001003 GOOD             NCGS
 FA4495  HISTORY     - 20041120 GOOD             USPSQD
 FA4495  HISTORY     - 20060906 GOOD             USPSQD
 FA4495
 FA4495                          STATION DESCRIPTION
 FA4495
 FA4495'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4495'MARK IS LOCATED IN MECKLENBURG COUNTY, 16.9 KM (10.50 MI) SOUTHEAST OF
 FA4495'CHARLOTTE.
 FA4495'MARK REACHED BY FIRST GOING TO GPS STATION M 087. (285.43 FT) TO REACH
 FA4495'THE STATION FROM THE INTERSECTION OF U.S.74 AND ROUTE 51, PROCEED
 FA4495'NORTHWEST ON U.S.74 FOR 1.20 KM (0.75 MI) TO THE STATION LOCATED IN
 FA4495'THE MEDIAN OF U.S.74 IN FRONT OF THE WESTERN STEER RESTAURANT IN THE
 FA4495'MEDIAN. STATION IS 1.75 M (5.74 FT) S55W OF THE EDGE OF THE PAVEMENT
 FA4495'OF THE WEST LANE OF U.S.74, 4.69 M (15.39 FT) N55E OF THE EDGE OF THE
 FA4495'PAVEMENT OF THE EAST LANE OF U.S. 74, 33.52 M (109.97 FT) S75W OF
 FA4495'UTILITY POLE NO.131, AND 23.22 M (76.18 FT) S45E OF THE CENTER OF A
 FA4495'DRAINAGE CULVERT IN THE MEDIAN.
 FA4495'TO REACH THE AZIMUTH MARK FROM GPS STATION M 087, PROCEED NORTHWEST ON
 FA4495'U.S. 74 FOR 1.77 KM (1.10 MI) TO THE MARK IN THE MEDIAN OF U.S.74,
 FA4495'1.73 M (5.68 FT) FROM THE EDGE OF THE PAVEMENT OF THE WEST LANE. THE
 FA4495'AZIMUTH MARK IS COMPASS BEARING N35W AND DISTANCE 1941.833 M
 FA4495'(6370.830 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 287.
 FA4495
 FA4495                          STATION RECOVERY (1998)
 FA4495
 FA4495'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4495'MARK NOT FOUND.
 FA4495
 FA4495                          STATION RECOVERY (2000)
 FA4495
 FA4495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4495'STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF CHARLOTTE AND
 FA4495'1.8 MI (2.9 KM) NORTH OF MATTHEWS. ALONG US 74 FOR 0.35 MI (0.56 KM)
 FA4495'NORTHWEST FROM SAM NEWELL ROAD, IN THE MEDIAN, NEAR THE INFINITY CAR
 FA4495'DEALERSHIP. MARK IS ABOUT 1-FOOT LOWER THAN US 74 AND IS RECESSED
 FA4495'1-INCH BELOW GROUND.  LOCATED 272.0 FT (82.9 M) SOUTHEAST OF THE
 FA4495'CENTERLINE OF THE PROLONGATION OF CLAIRE ROAD AND THE MEDIAN OF US 74,
 FA4495'249.5 FT (76.0 M) NORTHWEST OF THE NORTH END OF THE CONCRETE MEDIAN AT
 FA4495'THE CROSSOVER LANE, 62.1 FT (18.9 M) EAST-NORTHEAST OF THE SOUTH END
 FA4495'OF THE CULVERT AT THE NORTH ENTRANCE TO A ONE-STORY FRAME BUILDING,
 FA4495'AND 76.6 FT (23.3 M) SOUTHWEST OF A POWER POLE--WITH A REFERENCE TAG.
 FA4495
 FA4495                          STATION RECOVERY (2004)
 FA4495
 FA4495'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 FA4495'RECOVERED IN GOOD CONDITION.
 FA4495
 FA4495                          STATION RECOVERY (2006)
 FA4495
 FA4495'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4496 ***********************************************************************
 FA4496  DESIGNATION -  288 AZ MK
 FA4496  PID         -  FA4496
 FA4496  STATE/COUNTY-  NC/MECKLENBURG
 FA4496  USGS QUAD   -  MINT HILL (1993)
 FA4496
 FA4496                         *CURRENT SURVEY CONTROL
 FA4496  ___________________________________________________________________
 FA4496* NAD 83(2001)-  35 08 00.14489(N)    080 40 06.08610(W)     NO CHECK  
 FA4496* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 FA4496  ___________________________________________________________________
 FA4496  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FA4496  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA4496  HORZ ORDER  -  THIRD
 FA4496
 FA4496.The horizontal coordinates were established by classical geodetic methods
 FA4496.and adjusted by the National Geodetic Survey in August 2005.
 FA4496.No horizontal observational check was made to the station.
 FA4496
 FA4496.The orthometric height was scaled from a topographic map.
 FA4496
 FA4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4496
 FA4496.The geoid height was determined by GEOID03.
 FA4496
 FA4496;                    North         East     Units Scale Factor Converg.
 FA4496;SPC NC       -   154,735.071   457,573.686   MT  0.99987472   -0 57 46.5
 FA4496;SPC NC       -   507,659.98  1,501,223.00   sFT  0.99987472   -0 57 46.5
 FA4496;UTM  17      - 3,887,884.172   530,213.820   MT  0.99961125   +0 11 27.1
 FA4496
 FA4496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4496!SPC NC       -   0.99996837  x   0.99987472  =   0.99984309
 FA4496!UTM  17      -   0.99996837  x   0.99961125  =   0.99957963
 FA4496
 FA4496                          SUPERSEDED SURVEY CONTROL
 FA4496
 FA4496  NAD 83(1986)-  35 08 00.15943(N)    080 40 06.09471(W) AD(       ) 3
 FA4496
 FA4496.Superseded values are not recommended for survey control.
 FA4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4496.See file dsdata.txt to determine how the superseded data were derived.
 FA4496
 FA4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3021487884(NAD 83)
 FA4496_MARKER: A = ALUMINUM MARKER
 FA4496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4496_SP_SET: CONCRETE POST
 FA4496_STAMPING: 288
 FA4496_MARK LOGO: NC0870
 FA4496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4496+STABILITY: SURFACE MOTION
 FA4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4496+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 FA4496
 FA4496  HISTORY     - Date     Condition        Report By
 FA4496  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4496  HISTORY     - 19970926 GOOD             USPSQD
 FA4496  HISTORY     - 20001004 GOOD             NCGS
 FA4496  HISTORY     - 20040505 GOOD             USPSQD
 FA4496
 FA4496                          STATION DESCRIPTION
 FA4496
 FA4496'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4496'MARK IS LOCATED IN MECKLENBURG COUNTY,  19.29 KM (11.99 MI) SOUTHEAST
 FA4496'OF CHARLOTTE.
 FA4496'MARK REACHED BY FIRST GOING TO GPS STATION M 088. (288.71 FT) TO REACH
 FA4496'THE STATION FROM THE INTERSECTION OF U.S.74 AND ROUTE 51, PROCEED
 FA4496'NORTH ON ROUTE 51 FOR 2.73 KM (1.70 MI) TO THE INTERSECTION OF S
 FA4496'.R.3174 (IDLEWILD ROAD).  GO EAST ON S.R. 3174 FOR 1.12 KM (0.70 MI)
 FA4496'TO THE STATION LOCATED ON THE SOUTH RIGHT-OF-WAY OF THE ROAD. STATION
 FA4496'IS 9.60 M (31.50 FT) S47W OF THE CENTERLINE OF S.R.3174, 21.03 M
 FA4496'(69.00 FT) S21W OF A UTILITY POLE WITH A TAG, 14.99 M (49.18 FT) S45W
 FA4496'OF THE CENTERLINE OF A DRIVEWAY, AND 5.85 M (19.19 FT) S47W OF THE
 FA4496'EDGE OF THE PAVEMENT.
 FA4496'TO REACH THE AZIMUTH MARK FROM GPS STATION M 088, PROCEED SOUTHEAST ON
 FA4496'S.R. 3174 FOR 0.40 KM (0.25 MI) TO THE MARK ON THE SOUTH RIGHT-OF-WAY
 FA4496'OF THE ROAD, 1.85 M (6.07 FT) SOUTH OF THE EDGE OF THE PAVEMENT.  THE
 FA4496'AZIMUTH MARK IS COMPASS BEARING S50E AND DISTANCE 441.129 M
 FA4496'(1447.271 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 288.
 FA4496
 FA4496                          STATION RECOVERY (1997)
 FA4496
 FA4496'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4496'RECOVERED IN GOOD CONDITION.
 FA4496
 FA4496                          STATION RECOVERY (2000)
 FA4496
 FA4496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4496'STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-SOUTHEAST OF CHARLOTTE
 FA4496'AND 3.3 MI (5.3 KM) EAST-NORTHEAST OF MATTHEWS. PROCEED ALONG NC 51
 FA4496'FOR 1.7 MI (2.7 KM) NORTH FROM US 74, THENCE EAST FOR 0.95 MI (1.53
 FA4496'KM) ALONG IDLEWILD ROAD (SR 3174), TO THE STATION ON THE SOUTH SIDE OF
 FA4496'THE ROAD. MARK IS ABOUT LEVEL WITH IDLEWILD ROAD AND IS RECESSED
 FA4496'2-INCHES BELOW GROUND.  LOCATED 18.5 FT (5.6 M) SOUTHWEST OF THE
 FA4496'CENTERLINE OF IDLEWILD ROAD, 21.0 FT (6.4 M) NORTHWEST OF THE
 FA4496'CENTERLINE OF A CONCRETE DRIVEWAY AT 14006 IDLEWILD ROAD, 136.3 FT
 FA4496'(41.5 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK HOUSE AT
 FA4496'13972 IDLEWILD ROAD, AND 19.5 FT (5.9 M) NORTH OF A POWER POLE, 97.4
 FA4496'FT (29.7 M) SOUTH-SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FA4496
 FA4496                          STATION RECOVERY (2004)
 FA4496
 FA4496'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4497 ***********************************************************************
 FA4497  DESIGNATION -  289 AZ MK
 FA4497  PID         -  FA4497
 FA4497  STATE/COUNTY-  NC/MECKLENBURG
 FA4497  USGS QUAD   -  LAKE WYLIE (1993)
 FA4497
 FA4497                         *CURRENT SURVEY CONTROL
 FA4497  ___________________________________________________________________
 FA4497* NAD 83(2001)-  35 06 17.61724(N)    081 02 26.75379(W)     NO CHECK  
 FA4497* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 FA4497  ___________________________________________________________________
 FA4497  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 FA4497  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FA4497  HORZ ORDER  -  THIRD
 FA4497
 FA4497.The horizontal coordinates were established by classical geodetic methods
 FA4497.and adjusted by the National Geodetic Survey in August 2005.
 FA4497.No horizontal observational check was made to the station.
 FA4497
 FA4497.The orthometric height was scaled from a topographic map.
 FA4497
 FA4497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4497
 FA4497.The geoid height was determined by GEOID03.
 FA4497
 FA4497;                    North         East     Units Scale Factor Converg.
 FA4497;SPC NC       -   152,210.465   423,577.777   MT  0.99987586   -1 10 40.3
 FA4497;SPC NC       -   499,377.17  1,389,688.09   sFT  0.99987586   -1 10 40.3
 FA4497;UTM  17      - 3,884,676.235   496,284.885   MT  0.99960017   -0 01 24.4
 FA4497
 FA4497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4497!SPC NC       -   0.99997723  x   0.99987586  =   0.99985309
 FA4497!UTM  17      -   0.99997723  x   0.99960017  =   0.99957740
 FA4497
 FA4497                          SUPERSEDED SURVEY CONTROL
 FA4497
 FA4497  NAD 83(1986)-  35 06 17.62984(N)    081 02 26.75980(W) AD(       ) 3
 FA4497
 FA4497.Superseded values are not recommended for survey control.
 FA4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4497.See file dsdata.txt to determine how the superseded data were derived.
 FA4497
 FA4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9628584676(NAD 83)
 FA4497_MARKER: A = ALUMINUM MARKER
 FA4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4497_SP_SET: CONCRETE POST
 FA4497_STAMPING: 289
 FA4497_MARK LOGO: NC0870
 FA4497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4497+STABILITY: SURFACE MOTION
 FA4497
 FA4497  HISTORY     - Date     Condition        Report By
 FA4497  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4497  HISTORY     - 19950716 GOOD             USPSQD
 FA4497  HISTORY     - 20030527 MARK NOT FOUND   SCGS
 FA4497
 FA4497                          STATION DESCRIPTION
 FA4497
 FA4497'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4497'MARK IS LOCATED IN MECKLENBURG COUNTY, 22.54 KM (14.01 MI) SOUTHWEST
 FA4497'OF CHARLOTTE.
 FA4497'MARK REACHED BY FIRST GOING TO GPS STATION M 089. (291.99 FT) TO REACH
 FA4497'THE STATION FROM THE INTERSECTION OF ROUTE 49 AND ROUTE 160, PROCEED
 FA4497'SOUTH ON ROUTE 49 FOR 5.39 KM (3.35 MI) TO STATION LOCATED ON THE
 FA4497'EAST RIGHT-OF-WAY OF THE ROAD SOUTH OF THE BRIDGE. STATION IS 7.01 M
 FA4497'(23.00 FT) DUE EAST OF THE CENTERLINE OF ROUTE 49, 8.50 M (27.89 FT)
 FA4497'DUE SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 17.37 M (56.99 FT)
 FA4497'DUE WEST OF A UTILITY POLE, AND 5.33 M (17.49 FT) N76E OF THE EDGE OF
 FA4497'THE PAVEMENT OF ROUTE 49.
 FA4497'TO REACH THE AZIMUTH MARK FROM GPS STATION M 089, PROCEED NORTH ON
 FA4497'ROUTE 49 FOR 0.56 KM (0.35 MI) TO THE MARK ON THE EAST RIGHT-OF-WAY
 FA4497'OF THE ROAD.  THE AZIMUTH MARK IS LOCATED IN YORK COUNTY, SOUTH
 FA4497'CAROLINA, 5.33 M (17.49 FT) EAST OF THE EDGE OF THE PAVEMENT.  THE
 FA4497'AZIMUTH MARK IS COMPASS BEARING N08W AND DISTANCE 496.686 M
 FA4497'(1629.544 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 289.
 FA4497
 FA4497                          STATION RECOVERY (1995)
 FA4497
 FA4497'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4497'RECOVERED IN GOOD CONDITION.
 FA4497
 FA4497                          STATION RECOVERY (2003)
 FA4497
 FA4497'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 FA4497'NOT RECOVERED, DISTANCES PULLED, A RESOURCE GRADE GPS RECEIVER CAPABLE
 FA4497'OF RECEIVING REAL TIME GPS CORRECTIONS FROM A BEACON WAS USED TO
 FA4497'LOCATE THIS STATION WITH NO RESULTS, PRESUMED DESTROYED BY ROAD AND
 FA4497'BRIDGE CONSTRUCTION.RECOVERY BY R.P. MCKEOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9297 ***********************************************************************
 DE9297  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9297  DESIGNATION -  289E 200
 DE9297  PID         -  DE9297
 DE9297  STATE/COUNTY-  NC/GUILFORD
 DE9297  USGS QUAD   -  SUMMERFIELD (1994)
 DE9297
 DE9297                         *CURRENT SURVEY CONTROL
 DE9297  ___________________________________________________________________
 DE9297* NAD 83(2007)-  36 08 48.94338(N)    079 55 27.05073(W)     ADJUSTED  
 DE9297* NAVD 88     -       269.54   (meters)     884.3    (feet)  GPS OBS   
 DE9297  ___________________________________________________________________
 DE9297  EPOCH DATE  -        2002.00
 DE9297  X           -     902,151.876 (meters)                     COMP
 DE9297  Y           -  -5,077,061.463 (meters)                     COMP
 DE9297  Z           -   3,741,509.224 (meters)                     COMP
 DE9297  LAPLACE CORR-           6.43  (seconds)                    DEFLEC99
 DE9297  ELLIP HEIGHT-         237.740 (meters)          (02/10/07) ADJUSTED
 DE9297  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DE9297
 DE9297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9297  Type    PID    Designation                      North   East  Ellip
 DE9297  -------------------------------------------------------------------
 DE9297  NETWORK DE9297 289E 200                          1.80   1.22   2.39
 DE9297  -------------------------------------------------------------------
 DE9297
 DE9297.The horizontal coordinates were established by GPS observations
 DE9297.and adjusted by the National Geodetic Survey in February 2007.
 DE9297
 DE9297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9297.The horizontal coordinates are valid at the epoch date displayed above.
 DE9297.The epoch date for horizontal control is a decimal equivalence
 DE9297.of Year/Month/Day.
 DE9297
 DE9297.The orthometric height was determined by GPS observations and a
 DE9297.high-resolution geoid model.
 DE9297.The orthometric height was determined by GPS observations and a
 DE9297.high-resolution geoid model using precise GPS observation and
 DE9297.processing techniques.
 DE9297
 DE9297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9297
 DE9297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9297
 DE9297.The ellipsoidal height was determined by GPS observations
 DE9297.and is referenced to NAD 83.
 DE9297
 DE9297.The geoid height was determined by GEOID03.
 DE9297
 DE9297;                    North         East     Units Scale Factor Converg.
 DE9297;SPC NC       -   266,290.733   526,430.173   MT  0.99999455   -0 32 00.3
 DE9297;SPC NC       -   873,655.51  1,727,129.66   sFT  0.99999455   -0 32 00.3
 DE9297;UTM  17      - 4,000,781.191   596,782.598   MT  0.99971541   +0 38 04.7
 DE9297
 DE9297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9297!SPC NC       -   0.99996269  x   0.99999455  =   0.99995724
 DE9297!UTM  17      -   0.99996269  x   0.99971541  =   0.99967811
 DE9297
 DE9297                          SUPERSEDED SURVEY CONTROL
 DE9297
 DE9297  NAD 83(2001)-  36 08 48.94368(N)    079 55 27.05051(W) AD(       ) 1
 DE9297  ELLIP H (03/13/03)  237.741  (m)                       GP(       ) 4 2
 DE9297  NAD 83(1986)-  36 08 48.94982(N)    079 55 27.05854(W) AD(       ) 1
 DE9297
 DE9297.Superseded values are not recommended for survey control.
 DE9297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9297.See file dsdata.txt to determine how the superseded data were derived.
 DE9297
 DE9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9678300781(NAD 83)
 DE9297_MARKER: DD = SURVEY DISK
 DE9297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9297_STAMPING: 289E.200 7/97
 DE9297_MARK LOGO: NC1940
 DE9297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9297+STABILITY: SURFACE MOTION
 DE9297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9297+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9297
 DE9297  HISTORY     - Date     Condition        Report By
 DE9297  HISTORY     - 1997     MONUMENTED       NC1940
 DE9297
 DE9297                          STATION DESCRIPTION
 DE9297
 DE9297'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9297'STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF THE
 DE9297'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 3.0 MI (4.8 KM) NORTH OF
 DE9297'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG FLEMING ROAD (SR
 DE9297'2136)AT THE--CARMEL BY THE LAKE--DEVELOPMENT.
 DE9297'ALONG FLEMING ROAD FOR 3.3 MI (5.3 KM) NORTHERLY FROM THE JOSEPH BRYAN
 DE9297'BOULEVARD BRIDGE TO STATION ON LEFT/WEST SIDE OF ROAD, ABOUT 75-FEET
 DE9297'SOUTH OF CENTERLINE OF TAMARON DRIVE.
 DE9297'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF FLEMING ROAD, AND
 DE9297'FLUSH WITH THE GROUND. LOCATED 30.6 FT (9.3 M) WEST-SOUTHWEST OF THE
 DE9297'CENTERLINE OF FLEMING ROAD, 20.4 FT (6.2 M) SOUTH OF A FIRE HYDRANT,
 DE9297'15.0 FT (4.6 M) SOUTH-SOUTHWEST OF A MANHOLE IN CATCH BASIN, AND 39.3
 DE9297'FT (12.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF FLAGSTONE AND WOOD
 DE9297'SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9296 ***********************************************************************
 DE9296  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9296  DESIGNATION -  289W 200
 DE9296  PID         -  DE9296
 DE9296  STATE/COUNTY-  NC/GUILFORD
 DE9296  USGS QUAD   -  SUMMERFIELD (1994)
 DE9296
 DE9296                         *CURRENT SURVEY CONTROL
 DE9296  ___________________________________________________________________
 DE9296* NAD 83(2007)-  36 09 04.43842(N)    079 55 41.76553(W)     ADJUSTED  
 DE9296* NAVD 88     -       272.13   (meters)     892.8    (feet)  GPS OBS   
 DE9296  ___________________________________________________________________
 DE9296  EPOCH DATE  -        2002.00
 DE9296  X           -     901,740.769 (meters)                     COMP
 DE9296  Y           -  -5,076,850.439 (meters)                     COMP
 DE9296  Z           -   3,741,896.399 (meters)                     COMP
 DE9296  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 DE9296  ELLIP HEIGHT-         240.293 (meters)          (02/10/07) ADJUSTED
 DE9296  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 DE9296
 DE9296  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9296  Type    PID    Designation                      North   East  Ellip
 DE9296  -------------------------------------------------------------------
 DE9296  NETWORK DE9296 289W 200                          1.31   0.96   1.96
 DE9296  -------------------------------------------------------------------
 DE9296
 DE9296.The horizontal coordinates were established by GPS observations
 DE9296.and adjusted by the National Geodetic Survey in February 2007.
 DE9296
 DE9296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9296.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9296.The horizontal coordinates are valid at the epoch date displayed above.
 DE9296.The epoch date for horizontal control is a decimal equivalence
 DE9296.of Year/Month/Day.
 DE9296
 DE9296.The orthometric height was determined by GPS observations and a
 DE9296.high-resolution geoid model.
 DE9296.The orthometric height was determined by GPS observations and a
 DE9296.high-resolution geoid model using precise GPS observation and
 DE9296.processing techniques.
 DE9296
 DE9296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9296
 DE9296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9296
 DE9296.The ellipsoidal height was determined by GPS observations
 DE9296.and is referenced to NAD 83.
 DE9296
 DE9296.The geoid height was determined by GEOID03.
 DE9296
 DE9296;                    North         East     Units Scale Factor Converg.
 DE9296;SPC NC       -   266,771.741   526,066.802   MT  0.99999573   -0 32 08.8
 DE9296;SPC NC       -   875,233.62  1,725,937.50   sFT  0.99999573   -0 32 08.8
 DE9296;UTM  17      - 4,001,254.559   596,409.603   MT  0.99971452   +0 37 56.2
 DE9296
 DE9296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9296!SPC NC       -   0.99996229  x   0.99999573  =   0.99995802
 DE9296!UTM  17      -   0.99996229  x   0.99971452  =   0.99967682
 DE9296
 DE9296                          SUPERSEDED SURVEY CONTROL
 DE9296
 DE9296  NAD 83(2001)-  36 09 04.43869(N)    079 55 41.76532(W) AD(       ) 1
 DE9296  ELLIP H (03/13/03)  240.294  (m)                       GP(       ) 4 2
 DE9296  NAD 83(1986)-  36 09 04.44489(N)    079 55 41.77327(W) AD(       ) 1
 DE9296
 DE9296.Superseded values are not recommended for survey control.
 DE9296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9296.See file dsdata.txt to determine how the superseded data were derived.
 DE9296
 DE9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9641001255(NAD 83)
 DE9296_MARKER: DD = SURVEY DISK
 DE9296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9296_STAMPING: 289W.200 7/97
 DE9296_MARK LOGO: NC1940
 DE9296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9296+STABILITY: SURFACE MOTION
 DE9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9296+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9296
 DE9296  HISTORY     - Date     Condition        Report By
 DE9296  HISTORY     - 1997     MONUMENTED       NC1940
 DE9296
 DE9296                          STATION DESCRIPTION
 DE9296
 DE9296'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9296'STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF THE
 DE9296'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AND 3.2 MI (5.1 KM) NORTH OF
 DE9296'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9296'FLEMING ROAD (SR 2136) AND PLEASANT RIDGE ROAD (SR 2133).
 DE9296'ALONG FLEMING ROAD FOR 3.7 MI (6.0 KM) NORTHERLY FROM THE JOSEPH BRYAN
 DE9296'BOULEVARD BRIDGE TO STATION, ABOUT 100-FEET SOUTHEAST OF INTERSECTION
 DE9296'WITH PLEASANT RIDGE ROAD.
 DE9296'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF FLEMING ROAD, AND
 DE9296'FLUSH WITH THE GROUND. LOCATED 19.4 FT (5.9 M) EAST-NORTHEAST OF THE
 DE9296'CENTERLINE OF FLEMING ROAD, 73.0 FT (22.3 M) SOUTH OF CENTERLINE OF
 DE9296'PLEASANT RIDGE ROAD, 44.4 FT (13.5 M) SOUTH OF POWER POLE, 105.0 FT
 DE9296'(32.0 M) NORTH-NORTHWEST OF SPEED LIMIT--45--SIGN, AND 32.5 FT (9.9 M)
 DE9296'SOUTH-SOUTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3597 ***********************************************************************
 DK3597  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3597  DESIGNATION -  29 ATA
 DK3597  PID         -  DK3597
 DK3597  STATE/COUNTY-  NC/ASHE
 DK3597  USGS QUAD   -  GLENDALE SPRINGS (1967)
 DK3597
 DK3597                         *CURRENT SURVEY CONTROL
 DK3597  ___________________________________________________________________
 DK3597* NAD 83(2007)-  36 19 50.68447(N)    081 29 18.99970(W)     ADJUSTED  
 DK3597* NAVD 88     -       948.60   (meters)    3112.2    (feet)  GPS OBS   
 DK3597  ___________________________________________________________________
 DK3597  EPOCH DATE  -        2002.00
 DK3597  X           -     761,502.753 (meters)                     COMP
 DK3597  Y           -  -5,088,414.760 (meters)                     COMP
 DK3597  Z           -   3,758,363.774 (meters)                     COMP
 DK3597  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 DK3597  ELLIP HEIGHT-         917.248 (meters)          (04/15/08) ADJUSTED
 DK3597  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DK3597  HORZ ORDER  -  FIRST
 DK3597  ELLP ORDER  -  FOURTH    CLASS II
 DK3597
 DK3597.The horizontal coordinates were established by GPS observations
 DK3597.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3597
 DK3597.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3597.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3597.The horizontal coordinates are valid at the epoch date displayed above.
 DK3597.The epoch date for horizontal control is a decimal equivalence
 DK3597.of Year/Month/Day.
 DK3597
 DK3597.The orthometric height was determined by GPS observations and a
 DK3597.high-resolution geoid model.
 DK3597.The orthometric height was determined by GPS observations and a
 DK3597.high-resolution geoid model using precise GPS observation and
 DK3597.processing techniques.
 DK3597
 DK3597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3597
 DK3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3597
 DK3597.The ellipsoidal height was determined by GPS observations
 DK3597.and is referenced to NAD 83.
 DK3597
 DK3597.The geoid height was determined by GEOID03.
 DK3597
 DK3597;                    North         East     Units Scale Factor Converg.
 DK3597;SPC NC       -   289,101.709   386,171.799   MT  1.00004993   -1 26 10.9
 DK3597;SPC NC       -   948,494.52  1,266,965.31   sFT  1.00004993   -1 26 10.9
 DK3597;UTM  17      - 4,020,744.780   456,147.108   MT  0.99962369   -0 17 22.1
 DK3597
 DK3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3597!SPC NC       -   0.99985606  x   1.00004993  =   0.99990599
 DK3597!UTM  17      -   0.99985606  x   0.99962369  =   0.99947981
 DK3597
 DK3597                          SUPERSEDED SURVEY CONTROL
 DK3597
 DK3597.No superseded survey control is available for this station.
 DK3597
 DK3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5614720745(NAD 83)
 DK3597_MARKER: DB = BENCH MARK DISK
 DK3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3597_STAMPING: 29 ATA 1950 3113
 DK3597_MARK LOGO: USGS  
 DK3597_PROJECTION: FLUSH
 DK3597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3597+STABILITY: SURFACE MOTION
 DK3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3597+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2003
 DK3597
 DK3597  HISTORY     - Date     Condition        Report By
 DK3597  HISTORY     - 19500101 MONUMENTED       USGS
 DK3597  HISTORY     - 20031106 GOOD             NCGS
 DK3597
 DK3597                          STATION DESCRIPTION
 DK3597
 DK3597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 DK3597'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF JEFFERSON AND
 DK3597'ABOUT 2.2 MI (3.5 KM) NORTHEAST OF FLEETWOOD, ON THE PROPERTY OF DANNY
 DK3597'WINEBARGER.
 DK3597' 
 DK3597'ALONG US 221 FOR 2.35 MI (3.78 KM) SOUTH FROM NC 194 (IN BALDWIN
 DK3597'COMMUNITY), THENCE NORTHEAST FOR 1.7 MI (2.7 KM) ALONG SR
 DK3597'1177-WATERTANK ROAD TO WALTER WINEBARGER ROAD AND THE STATION INSIDE
 DK3597'AN ELECTRIC FENCE AREA IN FRONT OF THE DANNY WINEBARGER RESIDENCE.
 DK3597' 
 DK3597'MARK IS ABOUT LEVEL WITH SR 1177 SET FLUSH WITH THE GROUND.  LOCATED
 DK3597'167.0 FT (50.9 M) NORTH OF THE CENTERLINE OF SR 1177, 14.5 FT (4.4 M)
 DK3597'SOUTH OF THE CENTERLINE OF THE GRAVEL DRIVE, 69.0 FT (21.0 M) SOUTH OF
 DK3597'THE SOUTHEAST CORNER OF THE 2 STORY FRAME HOUSE (WINEBARGER
 DK3597'RESIDENCE), 72.0 FT (21.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 DK3597'HOUSE, 179.3 FT (54.7 M) NORTHEAST OF THE EAST END OF THE NORTH
 DK3597'CULVERT HEADWALL--AND 37.3 FT (11.4 M) EAST-SOUTHEAST OF A POWER POLE
 DK3597'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6071 ***********************************************************************
 AE6071  DESIGNATION -  29 CMP
 AE6071  PID         -  AE6071
 AE6071  STATE/COUNTY-  NC/PAMLICO
 AE6071  USGS QUAD   -  REELSBORO (1983)
 AE6071
 AE6071                         *CURRENT SURVEY CONTROL
 AE6071  ___________________________________________________________________
 AE6071* NAD 83(1986)-  35 08 20.     (N)    076 58 42.     (W)     SCALED    
 AE6071* NAVD 88     -         4.152  (meters)      13.62   (feet)  ADJUSTED  
 AE6071  ___________________________________________________________________
 AE6071  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AE6071  DYNAMIC HT  -           4.148 (meters)      13.61  (feet)  COMP
 AE6071  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 AE6071
 AE6071  VERT ORDER  -  SECOND    CLASS II
 AE6071
 AE6071.The horizontal coordinates were scaled from a topographic map and have
 AE6071.an estimated accuracy of +/- 6 seconds.
 AE6071
 AE6071.The orthometric height was determined by differential leveling
 AE6071.and adjusted in June 1998.
 AE6071
 AE6071.The geoid height was determined by GEOID03.
 AE6071
 AE6071.The dynamic height is computed by dividing the NAVD 88
 AE6071.geopotential number by the normal gravity value computed on the
 AE6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6071.degrees latitude (g = 980.6199 gals.).
 AE6071
 AE6071.The modeled gravity was interpolated from observed gravity values.
 AE6071
 AE6071;                    North         East    Units  Estimated Accuracy
 AE6071;SPC NC       -   155,950.      793,810.      MT  (+/- 180 meters Scaled)
 AE6071
 AE6071                          SUPERSEDED SURVEY CONTROL
 AE6071
 AE6071.No superseded survey control is available for this station.
 AE6071
 AE6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD197902(NAD 83)
 AE6071_MARKER: DB = BENCH MARK DISK
 AE6071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6071_SP_SET: BRIDGE ABUTMENT
 AE6071_STAMPING: 29 CMP 1964 15
 AE6071_MARK LOGO: USGS  
 AE6071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6071+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 AE6071
 AE6071  HISTORY     - Date     Condition        Report By
 AE6071  HISTORY     - 1964     MONUMENTED       USGS
 AE6071  HISTORY     - 19860101 GOOD             NCGS
 AE6071  HISTORY     - 20021101 GOOD             USPSQD
 AE6071  HISTORY     - 20050301 GOOD             USPSQD
 AE6071  HISTORY     - 20060301 GOOD             USPSQD
 AE6071
 AE6071                          STATION DESCRIPTION
 AE6071
 AE6071'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6071'STATION IS ABOUT 4.5 KM (2.80 MI) NORTHEAST OF BRIDGETON. ALONG NC 55,
 AE6071'ON THE EAST SIDE OF THE UPPER BROAD CREEK HIGHWAY BRIDGE, AT THE
 AE6071'PAMLICO-CRAVEN COUNTY LINE. STATION IS A STANDARD USGS BENCH MARK DISK
 AE6071'STAMPED---29 CMP 1964---, SET IN THE TOP OF A DRILL HOLE IN THE
 AE6071'ABUTMENT.  LOCATED IN THE NORTH END OF THE NORTHEAST ABUTMENT, 5.49 M
 AE6071'(18.01 FT) NORTH OF THE CENTERLINE OF NC 55.
 AE6071
 AE6071                          STATION RECOVERY (2002)
 AE6071
 AE6071'RECOVERY NOTE BY US POWER SQUADRON 2002 (WER)
 AE6071'RECOVERED IN GOOD CONDITION.
 AE6071
 AE6071                          STATION RECOVERY (2005)
 AE6071
 AE6071'RECOVERY NOTE BY US POWER SQUADRON 2005
 AE6071'RECOVERED IN GOOD CONDITION.
 AE6071
 AE6071                          STATION RECOVERY (2006)
 AE6071
 AE6071'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE6071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0594 ***********************************************************************
 FX0594  DESIGNATION -  29 ECCS
 FX0594  PID         -  FX0594
 FX0594  STATE/COUNTY-  NC/PASQUOTANK
 FX0594  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0594
 FX0594                         *CURRENT SURVEY CONTROL
 FX0594  ___________________________________________________________________
 FX0594* NAD 83(1986)-  36 18 09.     (N)    076 13 23.     (W)     SCALED    
 FX0594* NAVD 88     -         1.008  (meters)       3.31   (feet)  ADJUSTED  
 FX0594  ___________________________________________________________________
 FX0594  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0594  DYNAMIC HT  -           1.007 (meters)       3.30  (feet)  COMP
 FX0594  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 FX0594
 FX0594  VERT ORDER  -  FIRST     CLASS I
 FX0594
 FX0594.The horizontal coordinates were scaled from a topographic map and have
 FX0594.an estimated accuracy of +/- 6 seconds.
 FX0594
 FX0594.The orthometric height was determined by differential leveling
 FX0594.and adjusted in June 1991.
 FX0594
 FX0594.The geoid height was determined by GEOID03.
 FX0594
 FX0594.The dynamic height is computed by dividing the NAVD 88
 FX0594.geopotential number by the normal gravity value computed on the
 FX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0594.degrees latitude (g = 980.6199 gals.).
 FX0594
 FX0594.The modeled gravity was interpolated from observed gravity values.
 FX0594
 FX0594;                    North         East    Units  Estimated Accuracy
 FX0594;SPC NC       -   286,660.      859,000.      MT  (+/- 180 meters Scaled)
 FX0594
 FX0594                          SUPERSEDED SURVEY CONTROL
 FX0594
 FX0594  NGVD 29 (??/??/92)    1.29   (m)            4.2    (f) COMPUTED    1 1
 FX0594
 FX0594.Superseded values are not recommended for survey control.
 FX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0594.See file dsdata.txt to determine how the superseded data were derived.
 FX0594
 FX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF901181(NAD 83)
 FX0594_MARKER: DD = SURVEY DISK
 FX0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0594_STAMPING: NO 29 1953
 FX0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0594+STABILITY: SURFACE MOTION
 FX0594
 FX0594  HISTORY     - Date     Condition        Report By
 FX0594  HISTORY     - 1953     MONUMENTED       NC1460
 FX0594  HISTORY     - 1963     GOOD             NGS
 FX0594
 FX0594                          STATION DESCRIPTION
 FX0594
 FX0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0594'AT ELIZABETH CITY.
 FX0594'AT ELIZABETH CITY, AT THE JUNCTION OF NORTH ROAD AND PARSONAGE
 FX0594'STREETS, 17.5 FEET NORTH OF CENTER LINE OF PARSONAGE STREET,
 FX0594'23 FEET WEST OF CENTER LINE OF NORTH ROAD STREET, 8 FEET WEST OF
 FX0594'A TELEPHONE POLE, 5.5 FEET NORTH OF NORTH CURB OF PARSONAGE
 FX0594'STREET, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
 FX0594'SIDEWALK SURFACE, ACCESS WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4210 ***********************************************************************
 AH4210  DESIGNATION -  29 EG 1
 AH4210  PID         -  AH4210
 AH4210  STATE/COUNTY-  NC/SURRY
 AH4210  USGS QUAD   -  ELKIN NORTH (1994)
 AH4210
 AH4210                         *CURRENT SURVEY CONTROL
 AH4210  ___________________________________________________________________
 AH4210* NAD 83(2001)-  36 16 38.01571(N)    080 52 02.80554(W)     ADJUSTED  
 AH4210* NAVD 88     -       336.28   (+/-2cm)    1103.3    (feet)  VERTCON   
 AH4210  ___________________________________________________________________
 AH4210  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AH4210  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AH4210  HORZ ORDER  -  SECOND
 AH4210  VERT ORDER  -  THIRD (See Below)
 AH4210
 AH4210.The horizontal coordinates were established by classical geodetic methods
 AH4210.and adjusted by the National Geodetic Survey in August 2005.
 AH4210
 AH4210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4210.The vertical order pertains to the NGVD 29 superseded value.
 AH4210
 AH4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4210
 AH4210.The geoid height was determined by GEOID03.
 AH4210
 AH4210;                    North         East     Units Scale Factor Converg.
 AH4210;SPC NC       -   281,940.171   441,821.088   MT  1.00003273   -1 04 40.2
 AH4210;SPC NC       -   924,998.71  1,449,541.35   sFT  1.00003273   -1 04 40.2
 AH4210;UTM  17      - 4,014,705.795   511,904.828   MT  0.99960175   +0 04 42.4
 AH4210
 AH4210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4210!SPC NC       -   0.99995246  x   1.00003273  =   0.99998519
 AH4210!UTM  17      -   0.99995246  x   0.99960175  =   0.99955423
 AH4210
 AH4210                          SUPERSEDED SURVEY CONTROL
 AH4210
 AH4210  NAD 83(1986)-  36 16 38.02391(N)    080 52 02.81241(W) AD(       ) 2
 AH4210  NGVD 29 (12/22/97)  336.44   (m)         1103.8    (f) LEVELING    3  
 AH4210
 AH4210.Superseded values are not recommended for survey control.
 AH4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4210.See file dsdata.txt to determine how the superseded data were derived.
 AH4210
 AH4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1190514706(NAD 83)
 AH4210_MARKER: DD = SURVEY DISK
 AH4210_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4210_STAMPING: 29 EG 1 1972
 AH4210_MARK LOGO: NCSHC 
 AH4210_PROJECTION: FLUSH
 AH4210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4210+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1995
 AH4210
 AH4210  HISTORY     - Date     Condition        Report By
 AH4210  HISTORY     - 1972     MONUMENTED       NCGS
 AH4210  HISTORY     - 19951113 GOOD             NCGS
 AH4210
 AH4210                          STATION DESCRIPTION
 AH4210
 AH4210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4210'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT 2
 AH4210'FEET (0.6 M) LOWER THAN THE GRAVEL DRIVE AND PROJECTS 8 INCHES ABOVE
 AH4210'THE GROUND. LOCATED 40.8 FT (12.4 M) NORTHWEST OF A 16-INCH TWIN
 AH4210'POPLAR AND 292.0 FT (89.0 M) NORTH OF A PEDESTAL BESIDE A POWER POLE
 AH4210'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4211 ***********************************************************************
 AH4211  DESIGNATION -  29 EG 2
 AH4211  PID         -  AH4211
 AH4211  STATE/COUNTY-  NC/WILKES
 AH4211  USGS QUAD   -  THURMOND (1971)
 AH4211
 AH4211                         *CURRENT SURVEY CONTROL
 AH4211  ___________________________________________________________________
 AH4211* NAD 83(2007)-  36 15 44.24298(N)    080 52 33.62062(W)     ADJUSTED  
 AH4211* NAVD 88     -       333.50   (+/-2cm)    1094.2    (feet)  VERTCON   
 AH4211  ___________________________________________________________________
 AH4211  EPOCH DATE  -        2002.00
 AH4211  X           -     816,497.657 (meters)                     COMP
 AH4211  Y           -  -5,083,931.203 (meters)                     COMP
 AH4211  Z           -   3,751,875.617 (meters)                     COMP
 AH4211  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AH4211  ELLIP HEIGHT-         300.117 (meters)          (02/10/07) ADJUSTED
 AH4211  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH4211
 AH4211  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4211  Type    PID    Designation                      North   East  Ellip
 AH4211  -------------------------------------------------------------------
 AH4211  NETWORK AH4211 29 EG 2                           0.63   0.57   1.25
 AH4211  -------------------------------------------------------------------
 AH4211  VERT ORDER  -  THIRD ? (See Below)
 AH4211
 AH4211.The horizontal coordinates were established by GPS observations
 AH4211.and adjusted by the National Geodetic Survey in February 2007.
 AH4211
 AH4211.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4211.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4211.The horizontal coordinates are valid at the epoch date displayed above.
 AH4211.The epoch date for horizontal control is a decimal equivalence
 AH4211.of Year/Month/Day.
 AH4211
 AH4211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4211.The vertical order pertains to the NGVD 29 superseded value.
 AH4211
 AH4211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4211
 AH4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4211
 AH4211.The ellipsoidal height was determined by GPS observations
 AH4211.and is referenced to NAD 83.
 AH4211
 AH4211.The geoid height was determined by GEOID03.
 AH4211
 AH4211;                    North         East     Units Scale Factor Converg.
 AH4211;SPC NC       -   280,297.462   441,020.810   MT  1.00002809   -1 04 58.0
 AH4211;SPC NC       -   919,609.26  1,446,915.77   sFT  1.00002809   -1 04 58.0
 AH4211;UTM  17      - 4,013,047.983   511,138.189   MT  0.99960153   +0 04 24.0
 AH4211
 AH4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4211!SPC NC       -   0.99995290  x   1.00002809  =   0.99998099
 AH4211!UTM  17      -   0.99995290  x   0.99960153  =   0.99955445
 AH4211
 AH4211                          SUPERSEDED SURVEY CONTROL
 AH4211
 AH4211  NAD 83(2001)-  36 15 44.24346(N)    080 52 33.62048(W) AD(       ) 1
 AH4211  ELLIP H (03/13/03)  300.107  (m)                       GP(       ) 4 2
 AH4211  NAD 83(1986)-  36 15 44.25163(N)    080 52 33.62738(W) AD(       ) 1
 AH4211  NGVD 29 (10/14/98)  333.66   (m)         1094.7    (f) LEVELING    3  
 AH4211
 AH4211.Superseded values are not recommended for survey control.
 AH4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4211.See file dsdata.txt to determine how the superseded data were derived.
 AH4211
 AH4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1113813048(NAD 83)
 AH4211_MARKER: DD = SURVEY DISK
 AH4211_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4211_STAMPING: 29 EG 2 1972
 AH4211_MARK LOGO: NCSHC 
 AH4211_PROJECTION: FLUSH
 AH4211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4211+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1995
 AH4211
 AH4211  HISTORY     - Date     Condition        Report By
 AH4211  HISTORY     - 1972     MONUMENTED       NCGS
 AH4211  HISTORY     - 19951121 GOOD             NCGS
 AH4211
 AH4211                          STATION DESCRIPTION
 AH4211
 AH4211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4211'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF ELKIN AND 4.8 MI
 AH4211'(7.7 KM) NORTHEAST OF RONDA. PROCEED ALONG NC HIGHWAY 268 FOR 0.5 MI
 AH4211'(0.8 KM) EAST FROM THE WILKES/SURRY COUNTY LINE, THENCE NORTHWEST FOR
 AH4211'0.8 MI (1.3 KM) ALONG SR 1150-PLEASANT HILL DRIVE TO THE WILKES/SURRY
 AH4211'COUNTY LINE, CONTINUE NORTHWEST FOR 0.5 MI (0.8 KM) ALONG SR
 AH4211'2051-PLEASANT HILL DRIVE, THENCE NORTHEAST FOR 0.3 MI (0.5 KM) ALONG
 AH4211'SR 2052-DECATOR AVENUE TO THE STATION BEHIND THE DANNY CARTER
 AH4211'RESIDENCE, HOUSE NO. 339. MARK IS ABOUT 4 FEET (1.2 M) HIGHER THAN SR
 AH4211'2052 AND PROJECTS 1 INCH ABOVE THE GROUND. LOCATED 162.5 FT (49.5 M)
 AH4211'NORTH OF THE CENTERLINE OF SR 2052, 19.5 FT (5.9 M) NORTHEAST OF THE
 AH4211'SOUTHEAST CORNER OF THE FRAME GARAGE, 17.5 FT (5.3 M) NORTH-NORTHEAST
 AH4211'OF THE NORTHEAST CORNER OF THE BRICK WELL HOUSE, 10.2 FT (3.1 M) WEST
 AH4211'OF THE NORTH END OF THE 8-FOOT WOOD FENCE AND 34.0 FT (10.4 M)
 AH4211'SOUTHEAST OF THE NORTH END OF THE DUCTILE IRON PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2265 ***********************************************************************
 FY2265  DESIGNATION -  29 MAX
 FY2265  PID         -  FY2265
 FY2265  STATE/COUNTY-  NC/ROCKINGHAM
 FY2265  USGS QUAD   -  WILLIAMSBURG (1972)
 FY2265
 FY2265                         *CURRENT SURVEY CONTROL
 FY2265  ___________________________________________________________________
 FY2265* NAD 83(1986)-  36 21 52.     (N)    079 37 00.     (W)     SCALED    
 FY2265* NAVD 88     -       228.230  (meters)     748.78   (feet)  ADJUSTED  
 FY2265  ___________________________________________________________________
 FY2265  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FY2265  DYNAMIC HT  -         228.036 (meters)     748.15  (feet)  COMP
 FY2265  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 FY2265
 FY2265  VERT ORDER  -  FIRST     CLASS II
 FY2265
 FY2265.The horizontal coordinates were scaled from a topographic map and have
 FY2265.an estimated accuracy of +/- 6 seconds.
 FY2265
 FY2265.The orthometric height was determined by differential leveling
 FY2265.and adjusted in June 1991.
 FY2265
 FY2265.The geoid height was determined by GEOID03.
 FY2265
 FY2265.The dynamic height is computed by dividing the NAVD 88
 FY2265.geopotential number by the normal gravity value computed on the
 FY2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2265.degrees latitude (g = 980.6199 gals.).
 FY2265
 FY2265.The modeled gravity was interpolated from observed gravity values.
 FY2265
 FY2265;                    North         East    Units  Estimated Accuracy
 FY2265;SPC NC       -   290,210.      554,250.      MT  (+/- 180 meters Scaled)
 FY2265
 FY2265                          SUPERSEDED SURVEY CONTROL
 FY2265
 FY2265  NGVD 29 (03/05/92)  228.457  (m)          749.53   (f) ADJUSTED    1 2
 FY2265
 FY2265.Superseded values are not recommended for survey control.
 FY2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2265.See file dsdata.txt to determine how the superseded data were derived.
 FY2265
 FY2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA241252(NAD 83)
 FY2265_MARKER: DB = BENCH MARK DISK
 FY2265_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FY2265+WITH SETTING: PAVEMENT
 FY2265_SP_SET: GAS PUMP ISLAND
 FY2265_STAMPING: 29 MAX 1971 750
 FY2265_MARK LOGO: USGS  
 FY2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2265+STABILITY: SURFACE MOTION
 FY2265
 FY2265  HISTORY     - Date     Condition        Report By
 FY2265  HISTORY     - 1971     MONUMENTED       USGS
 FY2265  HISTORY     - 1982     GOOD             NCGS
 FY2265  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 FY2265  HISTORY     - 20040408 MARK NOT FOUND   USPSQD
 FY2265
 FY2265                          STATION DESCRIPTION
 FY2265
 FY2265'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2265'2.6 MI EAST FROM REIDSVILLE.
 FY2265'ALONG US 158, 0.7 MILE EAST OF THE OVERPASS OF US 29 BYPASS, AT
 FY2265'COLLIES GROCERY STORE IN GAS PUMP ISLAND, 60.9 FEET SOUTHEAST OF
 FY2265'CENTERLINE OF HIGHWAY, 31.6 FEET NORTH OF NORTHWEST CORNER OF STORE,
 FY2265'AND 1.0 FEET NORTHEAST OF SOUTHWEST END OF ISLAND.
 FY2265'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2265
 FY2265                          STATION RECOVERY (1996)
 FY2265
 FY2265'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2265'MARK NOT FOUND.
 FY2265
 FY2265                          STATION RECOVERY (2004)
 FY2265
 FY2265'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2265'BUILDING NOW DAYCARE CENTER, NO GAS PUMP ISLAND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE7002 ***********************************************************************
 DE7002  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7002  DESIGNATION -  29 MEA
 DE7002  PID         -  DE7002
 DE7002  STATE/COUNTY-  NC/PASQUOTANK
 DE7002  USGS QUAD   -  WEEKSVILLE (1982)
 DE7002
 DE7002                         *CURRENT SURVEY CONTROL
 DE7002  ___________________________________________________________________
 DE7002* NAD 83(2007)-  36 12 49.97041(N)    076 09 46.66658(W)     ADJUSTED  
 DE7002* NAVD 88     -         0.87   (meters)       2.9    (feet)  LEVELING  
 DE7002  ___________________________________________________________________
 DE7002  EPOCH DATE  -        2002.00
 DE7002  X           -   1,232,154.415 (meters)                     COMP
 DE7002  Y           -  -5,002,472.459 (meters)                     COMP
 DE7002  Z           -   3,747,343.700 (meters)                     COMP
 DE7002  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 DE7002  ELLIP HEIGHT-         -36.929 (meters)          (02/10/07) ADJUSTED
 DE7002  GEOID HEIGHT-         -37.85  (meters)                     GEOID03
 DE7002
 DE7002  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE7002  Type    PID    Designation                      North   East  Ellip
 DE7002  -------------------------------------------------------------------
 DE7002  NETWORK DE7002 29 MEA                            0.94   0.73   1.57
 DE7002  -------------------------------------------------------------------
 DE7002  VERT ORDER  -  THIRD ?
 DE7002
 DE7002.The horizontal coordinates were established by GPS observations
 DE7002.and adjusted by the National Geodetic Survey in February 2007.
 DE7002
 DE7002.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7002.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7002.The horizontal coordinates are valid at the epoch date displayed above.
 DE7002.The epoch date for horizontal control is a decimal equivalence
 DE7002.of Year/Month/Day.
 DE7002
 DE7002.The orthometric height was determined by differential leveling.
 DE7002.The vertical network tie was performed by a horz. field party for horz.
 DE7002.obs reductions. Reset procedures were used to establish the elevation.
 DE7002
 DE7002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7002
 DE7002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7002
 DE7002.The ellipsoidal height was determined by GPS observations
 DE7002.and is referenced to NAD 83.
 DE7002
 DE7002.The geoid height was determined by GEOID03.
 DE7002
 DE7002;                    North         East     Units Scale Factor Converg.
 DE7002;SPC NC       -   276,977.876   864,675.173   MT  1.00001352   +1 38 14.8
 DE7002;SPC NC       -   908,718.25  2,836,855.13   sFT  1.00001352   +1 38 14.8
 DE7002;UTM  18      - 4,008,298.193   395,466.483   MT  0.99973464   -0 41 13.7
 DE7002
 DE7002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7002!SPC NC       -   1.00000580  x   1.00001352  =   1.00001932
 DE7002!UTM  18      -   1.00000580  x   0.99973464  =   0.99974043
 DE7002
 DE7002                          SUPERSEDED SURVEY CONTROL
 DE7002
 DE7002  NAD 83(2001)-  36 12 49.97099(N)    076 09 46.66614(W) AD(       ) 1
 DE7002  ELLIP H (03/13/03)  -36.958  (m)                       GP(       ) 4 2
 DE7002  NAD 83(1986)-  36 12 49.98782(N)    076 09 46.68106(W) AD(       ) 1
 DE7002
 DE7002.Superseded values are not recommended for survey control.
 DE7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7002.See file dsdata.txt to determine how the superseded data were derived.
 DE7002
 DE7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9546608298(NAD 83)
 DE7002_MARKER: DB = BENCH MARK DISK
 DE7002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7002_SP_SET: HEADWALL
 DE7002_STAMPING: 29 MEA 1976
 DE7002_MARK LOGO: USGS  
 DE7002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7002+STABILITY: SURFACE MOTION
 DE7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7002+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 DE7002
 DE7002  HISTORY     - Date     Condition        Report By
 DE7002  HISTORY     - 1976     MONUMENTED       USGS
 DE7002  HISTORY     - 20011211 GOOD             NCGS
 DE7002  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 DE7002
 DE7002                          STATION DESCRIPTION
 DE7002
 DE7002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE7002'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF ELIZABETH
 DE7002'CITY AND 0.5 MI (0.8 KM) NORTH OF WEEKSVILLE.
 DE7002'ALONG NC 34 FOR 7.4 MI (11.9 KM) SOUTHWEST FROM THE INTERSECTION OF US
 DE7002'17 BUSINESS AND NC 34, IN HEADWALL.
 DE7002'MARK IS LEVEL WITH NC 34 AND IS FLUSH WITH CONCRETE HEADWALL. LOCATED
 DE7002'15.6 FT (4.8 M) NORTH-NORTHWEST OF THE CENTERLINE OF NC 34, 2.5 FT
 DE7002'(0.8 M) NORTHEAST OF THE SOUTHWEST END OF HEADWALL, 2.0 FT (0.6 M)
 DE7002'SOUTHWEST OF THE NORTHEAST END OF HEADWALL, 5.7 FT (1.7 M) EAST OF A
 DE7002'CREOSOTE POST FOR PHONE PEDESTAL, 9.8 FT (3.0 M) WEST-SOUTHWEST OF
 DE7002'CROSSLINE/CULVERT DOT SIGN POST AND 51.5 FT (15.7 M) NORTH-NORTHWEST
 DE7002'OF A TELEPHONE POLE WITH REFERENCE TAG.
 DE7002
 DE7002                          STATION RECOVERY (2006)
 DE7002
 DE7002'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE7002'MARKER MAY HAVE BEEN DESTROYED BY NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2250 ***********************************************************************
 EA2250  DESIGNATION -  29 PLUS
 EA2250  PID         -  EA2250
 EA2250  STATE/COUNTY-  NC/ONSLOW
 EA2250  USGS QUAD   -  HUBERT (1988)
 EA2250
 EA2250                         *CURRENT SURVEY CONTROL
 EA2250  ___________________________________________________________________
 EA2250* NAD 83(2001)-  34 37 50.34106(N)    077 12 29.98788(W)     ADJUSTED  
 EA2250* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2250  ___________________________________________________________________
 EA2250  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 EA2250  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2250  HORZ ORDER  -  THIRD
 EA2250
 EA2250.The horizontal coordinates were established by classical geodetic methods
 EA2250.and adjusted by the National Geodetic Survey in August 2005.
 EA2250
 EA2250.The orthometric height was scaled from a topographic map.
 EA2250
 EA2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2250
 EA2250.The geoid height was determined by GEOID03.
 EA2250
 EA2250;                    North         East     Units Scale Factor Converg.
 EA2250;SPC NC       -    99,174.428   773,870.766   MT  0.99993093   +1 02 02.8
 EA2250;SPC NC       -   325,374.77  2,538,941.00   sFT  0.99993093   +1 02 02.8
 EA2250;UTM  18      - 3,834,302.446   297,567.047   MT  1.00010512   -1 15 19.4
 EA2250
 EA2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2250!SPC NC       -   1.00000572  x   0.99993093  =   0.99993665
 EA2250!UTM  18      -   1.00000572  x   1.00010512  =   1.00011084
 EA2250
 EA2250                          SUPERSEDED SURVEY CONTROL
 EA2250
 EA2250  NAD 83(1986)-  34 37 50.35384(N)    077 12 30.00008(W) AD(       ) 3
 EA2250  NAD 27      -  34 37 49.76400(N)    077 12 31.16200(W) AD(       ) 3
 EA2250
 EA2250.Superseded values are not recommended for survey control.
 EA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2250.See file dsdata.txt to determine how the superseded data were derived.
 EA2250
 EA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9756734302(NAD 83)
 EA2250_MARK LOGO: USE   
 EA2250
 EA2250  HISTORY     - Date     Condition        Report By
 EA2250  HISTORY     - 1933     MONUMENTED       CGS
 EA2250  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2250  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2250
 EA2250                          STATION DESCRIPTION
 EA2250
 EA2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2250'NOT RECOVERED.  NO DESCRIPTION AVAILABLE.
 EA2250'
 EA2250'THERE ARE A NUMBER OF PIPES IN THE AREA OF THE PLOTTED
 EA2250'POSITION.  IT COULD NOT BE DETERMINED WHICH, IF ANY, IS THE
 EA2250'STATION.
 EA2250
 EA2250                          STATION RECOVERY (1965)
 EA2250
 EA2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2250'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO MONUMENT
 EA2250'COULD BE FOUND.  NO PREVIOUS DESCRIPTION IS AVAILABLE.  STATION ALSO
 EA2250'REPORTED LOST IN 1950.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2391 ***********************************************************************
 FY2391  DESIGNATION -  29 RJN
 FY2391  PID         -  FY2391
 FY2391  STATE/COUNTY-  NC/PERSON
 FY2391  USGS QUAD   -  OLIVE HILL (1994)
 FY2391
 FY2391                         *CURRENT SURVEY CONTROL
 FY2391  ___________________________________________________________________
 FY2391* NAD 83(1986)-  36 23 21.     (N)    079 00 37.     (W)     SCALED    
 FY2391* NAVD 88     -       214.949  (meters)     705.21   (feet)  ADJUSTED  
 FY2391  ___________________________________________________________________
 FY2391  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FY2391  DYNAMIC HT  -         214.779 (meters)     704.65  (feet)  COMP
 FY2391  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 FY2391
 FY2391  VERT ORDER  -  FIRST     CLASS II
 FY2391
 FY2391.The horizontal coordinates were scaled from a topographic map and have
 FY2391.an estimated accuracy of +/- 6 seconds.
 FY2391
 FY2391.The orthometric height was determined by differential leveling
 FY2391.and adjusted in June 1991.
 FY2391
 FY2391.The geoid height was determined by GEOID03.
 FY2391
 FY2391.The dynamic height is computed by dividing the NAVD 88
 FY2391.geopotential number by the normal gravity value computed on the
 FY2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2391.degrees latitude (g = 980.6199 gals.).
 FY2391
 FY2391.The modeled gravity was interpolated from observed gravity values.
 FY2391
 FY2391;                    North         East    Units  Estimated Accuracy
 FY2391;SPC NC       -   292,780.      608,680.      MT  (+/- 180 meters Scaled)
 FY2391
 FY2391                          SUPERSEDED SURVEY CONTROL
 FY2391
 FY2391  NGVD 29 (03/05/92)  215.201  (m)          706.04   (f) ADJUSTED    1 2
 FY2391
 FY2391.Superseded values are not recommended for survey control.
 FY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2391.See file dsdata.txt to determine how the superseded data were derived.
 FY2391
 FY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA784289(NAD 83)
 FY2391_MARKER: DB = BENCH MARK DISK
 FY2391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2391_SP_SET: HEADWALL
 FY2391_STAMPING: 29 RJN 1964 706
 FY2391_MARK LOGO: USGS  
 FY2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2391+STABILITY: SURFACE MOTION
 FY2391
 FY2391  HISTORY     - Date     Condition        Report By
 FY2391  HISTORY     - 1964     MONUMENTED       USGS
 FY2391  HISTORY     - 1982     GOOD             NCGS
 FY2391
 FY2391                          STATION DESCRIPTION
 FY2391
 FY2391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2391'1.5 MI WSW FROM ROXBORO.
 FY2391'ALONG US 158, 0.55 MILE WEST OF THE INTERSECTION WITH NC 49 IN
 FY2391'SOUTHWEST EDGE OF ROXBORO, IN WEST END OF CONCRETE HEADWALL OF HIGHWAY
 FY2391'CULVERT, 21.3 FEET NORTH OF CENTERLINE OF HIGHWAY.
 FY2391'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4252 ***********************************************************************
 FY4252  DESIGNATION -  29 SOUTH
 FY4252  PID         -  FY4252
 FY4252  STATE/COUNTY-  NC/CASWELL
 FY4252  USGS QUAD   -  DANVILLE (1984)
 FY4252
 FY4252                         *CURRENT SURVEY CONTROL
 FY4252  ___________________________________________________________________
 FY4252* NAD 83(2007)-  36 32 24.92373(N)    079 27 57.91577(W)     ADJUSTED  
 FY4252* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 FY4252  ___________________________________________________________________
 FY4252  EPOCH DATE  -        2002.00
 FY4252  X           -     937,973.230 (meters)                     COMP
 FY4252  Y           -  -5,044,186.868 (meters)                     COMP
 FY4252  Z           -   3,776,614.257 (meters)                     COMP
 FY4252  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 FY4252  ELLIP HEIGHT-         150.552 (meters)          (02/10/07) ADJUSTED
 FY4252  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY4252
 FY4252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY4252  Type    PID    Designation                      North   East  Ellip
 FY4252  -------------------------------------------------------------------
 FY4252  NETWORK FY4252 29 SOUTH                          1.10   1.08   4.49
 FY4252  -------------------------------------------------------------------
 FY4252
 FY4252.The horizontal coordinates were established by GPS observations
 FY4252.and adjusted by the National Geodetic Survey in February 2007.
 FY4252
 FY4252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY4252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY4252.The horizontal coordinates are valid at the epoch date displayed above.
 FY4252.The epoch date for horizontal control is a decimal equivalence
 FY4252.of Year/Month/Day.
 FY4252
 FY4252.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4252
 FY4252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY4252
 FY4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4252
 FY4252.The ellipsoidal height was determined by GPS observations
 FY4252.and is referenced to NAD 83.
 FY4252
 FY4252.The geoid height was determined by GEOID03.
 FY4252
 FY4252;                    North         East     Units Scale Factor Converg.
 FY4252;SPC NC       -   309,649.799   567,860.441   MT  1.00012572   -0 16 08.4
 FY4252;SPC NC       - 1,015,909.38  1,863,055.46   sFT  1.00012572   -0 16 08.4
 FY4252;SPC VA S     - 1,023,406.103 3,413,489.252   MT  1.00004880   -0 35 10.8
 FY4252;SPC VA S     - 3,357,624.86 11,199,089.32   sFT  1.00004880   -0 35 10.8
 FY4252;UTM  17      - 4,044,967.950   637,303.594   MT  0.99983227   +0 54 48.3
 FY4252
 FY4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4252!SPC NC       -   0.99997637  x   1.00012572  =   1.00010209
 FY4252!SPC VA S     -   0.99997637  x   1.00004880  =   1.00002517
 FY4252!UTM  17      -   0.99997637  x   0.99983227  =   0.99980865
 FY4252
 FY4252:                Primary Azimuth Mark                     Grid Az
 FY4252:SPC NC       -  29 SOUTH AZIMUTH                         030 24 47.3
 FY4252:SPC VA S     -  29 SOUTH AZIMUTH                         030 43 49.7
 FY4252:UTM  17      -  29 SOUTH AZIMUTH                         029 13 50.6
 FY4252
 FY4252|---------------------------------------------------------------------|
 FY4252| PID    Reference Object                     Distance      Geod. Az  |
 FY4252|                                                           dddmmss.s |
 FY4252| FY4253 29 SOUTH AZIMUTH                    APPROX. 0.8 KM 0300838.9 |
 FY4252|---------------------------------------------------------------------|
 FY4252
 FY4252                          SUPERSEDED SURVEY CONTROL
 FY4252
 FY4252  NAD 83(1993)-  36 32 24.92479(N)    079 27 57.91571(W) AD(       ) 2
 FY4252  NAD 83(1986)-  36 32 24.92824(N)    079 27 57.91969(W) AD(       ) 2
 FY4252  NGVD 29 (03/09/92)  182.7    (m)          599.     (f) GPS OBS     3  
 FY4252
 FY4252.Superseded values are not recommended for survey control.
 FY4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4252.See file dsdata.txt to determine how the superseded data were derived.
 FY4252
 FY4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3730444968(NAD 83)
 FY4252_MARKER: DD = SURVEY DISK
 FY4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4252_SP_SET: CONCRETE POST
 FY4252_STAMPING: 29 SOUTH 1987
 FY4252_MARK LOGO: NONE  
 FY4252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY4252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4252+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 FY4252
 FY4252  HISTORY     - Date     Condition        Report By
 FY4252  HISTORY     - 1987     MONUMENTED       RBNF
 FY4252  HISTORY     - 19910108 GOOD
 FY4252
 FY4252                          STATION DESCRIPTION
 FY4252
 FY4252'DESCRIBED BY RESEARCHED BUT NOT FOUND 1987
 FY4252'THE STATION IS SITUATED IN CASWELL COUNTY, NORTH CAROLINA, NEAR THE
 FY4252'CITY OF DANVILLE, VIRGINIA.  TO REACH THE STATION FROM THE POST
 FY4252'OFFICE IN DANVILLE, PROCEED WEST ALONG U.S.ROUTE 29 BUSINESS (WEST
 FY4252'MAIN STREET) 4.8 KM (3.0 MI) . MAKE A LEFT TURN ONTO U.S. ROUTE 29
 FY4252'AND TRAVEL SOUTH 4.2 KM (2.6 MI) TO THE INTERSECTION OF U.S. ROUTE 29
 FY4252'SOUTH AND STATE ROUTE 265.   THE STATION IS LOCATED IN THE MEDIAN OF
 FY4252'THE INTERSECTION JUST SOUTH OF THE VIRGINIA/ NORTH CAROLINA STATE
 FY4252'LINE.
 FY4252'THE STATION IS A STANDARD BRASS DISK SET IN CONCRETE FLUSH WITH
 FY4252'SURFACE, STAMPED 29 SOUTH 1987.  THE DISK IS LOCATED 6.71 M
 FY4252'(22.01 FT) WEST OF THE CENTER LINE OF STATE ROUTE 265, 12.50 M
 FY4252'(41.01 FT) EAST OF THE CENTER LINE OF U.S. ROUTE 29 AND 2.13 M
 FY4252'(6.99 FT) SOUTHEAST OF THE SOUTH END OF A STEEL GUARD RAIL.
 FY4252
 FY4252                          STATION RECOVERY (1991)
 FY4252
 FY4252'RECOVERED 1991
 FY4252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2168 ***********************************************************************
 FY2168  DESIGNATION -  29 WC 5
 FY2168  PID         -  FY2168
 FY2168  STATE/COUNTY-  NC/CASWELL
 FY2168  USGS QUAD   -  RIDGEVILLE (1994)
 FY2168
 FY2168                         *CURRENT SURVEY CONTROL
 FY2168  ___________________________________________________________________
 FY2168* NAD 83(2001)-  36 19 05.64774(N)    079 13 22.05387(W)     ADJUSTED  
 FY2168* NAVD 88     -       152.293  (meters)     499.65   (feet)  ADJUSTED  
 FY2168  ___________________________________________________________________
 FY2168  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FY2168  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FY2168  DYNAMIC HT  -         152.172 (meters)     499.25  (feet)  COMP
 FY2168  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 FY2168
 FY2168  HORZ ORDER  -  SECOND
 FY2168  VERT ORDER  -  SECOND    CLASS II
 FY2168
 FY2168.The horizontal coordinates were established by classical geodetic methods
 FY2168.and adjusted by the National Geodetic Survey in August 2005.
 FY2168
 FY2168.The orthometric height was determined by differential leveling
 FY2168.and adjusted in June 1991.
 FY2168
 FY2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2168
 FY2168.The geoid height was determined by GEOID03.
 FY2168
 FY2168.The dynamic height is computed by dividing the NAVD 88
 FY2168.geopotential number by the normal gravity value computed on the
 FY2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2168.degrees latitude (g = 980.6199 gals.).
 FY2168
 FY2168.The modeled gravity was interpolated from observed gravity values.
 FY2168
 FY2168;                    North         East     Units Scale Factor Converg.
 FY2168;SPC NC       -   284,935.168   589,593.521   MT  1.00004583   -0 07 42.9
 FY2168;SPC NC       -   934,824.80  1,934,358.08   sFT  1.00004583   -0 07 42.9
 FY2168;UTM  17      - 4,020,712.068   659,537.161   MT  0.99991360   +1 03 10.1
 FY2168
 FY2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2168!SPC NC       -   0.99998093  x   1.00004583  =   1.00002676
 FY2168!UTM  17      -   0.99998093  x   0.99991360  =   0.99989453
 FY2168
 FY2168                          SUPERSEDED SURVEY CONTROL
 FY2168
 FY2168  NAD 83(1993)-  36 19 05.64915(N)    079 13 22.05736(W) AD(       ) 2
 FY2168  NAD 83(1986)-  36 19 05.65083(N)    079 13 22.06284(W) AD(       ) 2
 FY2168  NGVD 29 (03/05/92)  152.521  (m)          500.40   (f) ADJUSTED    2 2
 FY2168
 FY2168.Superseded values are not recommended for survey control.
 FY2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2168.See file dsdata.txt to determine how the superseded data were derived.
 FY2168
 FY2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5953720712(NAD 83)
 FY2168_MARKER: DE = TRAVERSE STATION DISK
 FY2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2168_SP_SET: CONCRETE POST
 FY2168_STAMPING: 29 WC 5 1970
 FY2168_MARK LOGO: NCDOT 
 FY2168_PROJECTION: PROJECTING 8 CENTIMETERS
 FY2168_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2168+STABILITY: SURFACE MOTION
 FY2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2168+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY2168
 FY2168  HISTORY     - Date     Condition        Report By
 FY2168  HISTORY     - 1970     MONUMENTED       NCDOT
 FY2168  HISTORY     - 1982     GOOD             NCGS
 FY2168  HISTORY     - 20040404 GOOD             INDIV
 FY2168  HISTORY     - 20060308 GOOD             GEOCAC
 FY2168
 FY2168                          STATION DESCRIPTION
 FY2168
 FY2168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2168'5.1 MI NW FROM PROSPECT HILL.
 FY2168'LOCATED ALONG NC 86, 5.15 MILES NORTH OF THE POST OFFICE IN PROSPECT
 FY2168'HILL, OR 0.2 MILE SOUTH OF THE NORTH HYCO CREEK BRIDGE, ON BANK OF
 FY2168'OLD ROADBED, 158.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 2.5
 FY2168'FEET SOUTH OF 3 INCH OAK WITH REFERENCE TAG AND 46.4 FEET NORTH
 FY2168'NORTHEAST OF A RIGHT-OF-WAY MARKER.
 FY2168'THE MARK IS 15 FT ABOVE HIGHWAY.
 FY2168
 FY2168                          STATION RECOVERY (2004)
 FY2168
 FY2168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BEG)
 FY2168'RECOVERED IN GOOD CONDITION.
 FY2168
 FY2168                          STATION RECOVERY (2006)
 FY2168
 FY2168'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2168'RECOVERED IN GOOD CONDITION. THE REFERENCE TAG ON THE 3-INCH OAK HAS
 FY2168'BEEN BENT HORIZONTAL BY THE GROWTH OF THE TREE, AND IS NOT VISIBLE
 FY2168'FROM A DISTANCE.
 FY2168' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2159 ***********************************************************************
 FY2159  DESIGNATION -  29 WC 6
 FY2159  PID         -  FY2159
 FY2159  STATE/COUNTY-  NC/CASWELL
 FY2159  USGS QUAD   -  ANDERSON (1972)
 FY2159
 FY2159                         *CURRENT SURVEY CONTROL
 FY2159  ___________________________________________________________________
 FY2159* NAD 83(1986)-  36 20 26.     (N)    079 15 07.     (W)     SCALED    
 FY2159* NAVD 88     -       195.907  (meters)     642.74   (feet)  ADJUSTED  
 FY2159  ___________________________________________________________________
 FY2159  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FY2159  DYNAMIC HT  -         195.752 (meters)     642.23  (feet)  COMP
 FY2159  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 FY2159
 FY2159  VERT ORDER  -  SECOND    CLASS II
 FY2159
 FY2159.The horizontal coordinates were scaled from a topographic map and have
 FY2159.an estimated accuracy of +/- 6 seconds.
 FY2159
 FY2159.The orthometric height was determined by differential leveling
 FY2159.and adjusted in June 1991.
 FY2159
 FY2159.The geoid height was determined by GEOID03.
 FY2159
 FY2159.The dynamic height is computed by dividing the NAVD 88
 FY2159.geopotential number by the normal gravity value computed on the
 FY2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2159.degrees latitude (g = 980.6199 gals.).
 FY2159
 FY2159.The modeled gravity was interpolated from observed gravity values.
 FY2159
 FY2159;                    North         East    Units  Estimated Accuracy
 FY2159;SPC NC       -   287,420.      586,980.      MT  (+/- 180 meters Scaled)
 FY2159
 FY2159                          SUPERSEDED SURVEY CONTROL
 FY2159
 FY2159  NGVD 29 (03/05/92)  196.135  (m)          643.49   (f) ADJUSTED    2 2
 FY2159
 FY2159.Superseded values are not recommended for survey control.
 FY2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2159.See file dsdata.txt to determine how the superseded data were derived.
 FY2159
 FY2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA568231(NAD 83)
 FY2159_MARKER: DE = TRAVERSE STATION DISK
 FY2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2159_SP_SET: CONCRETE POST
 FY2159_STAMPING: 29 WC 6 1970
 FY2159_MARK LOGO: NCDOT 
 FY2159_PROJECTION: FLUSH
 FY2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2159+STABILITY: SURFACE MOTION
 FY2159
 FY2159  HISTORY     - Date     Condition        Report By
 FY2159  HISTORY     - 1970     MONUMENTED       NCDOT
 FY2159  HISTORY     - 1982     GOOD             NCGS
 FY2159
 FY2159                          STATION DESCRIPTION
 FY2159
 FY2159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2159'6.4 MI SE FROM YANCEYVILLE.
 FY2159'ALONG NC 86, 3.6 MILES SOUTH OF THE INTERSECTION WITH US 158 IN THE
 FY2159'COMMUNITY OF PLEASANT GROVE, OR 0.2 MILE SOUTH OF THE INTERSECTION
 FY2159'WITH SR 1730, IN NORTHEAST CORNER OF YARD OF A.T. WILSONS ONE STORY
 FY2159'BRICK HOUSE, 27.8 FEET WEST OF CENTERLINE OF HIGHWAY, 16.2 FEET
 FY2159'NORTH-NORTHWEST OF DRIVEWAY CULVERT, 1.5 FEET EAST OF TELEPHONE
 FY2159'PEDESTAL, 2.8 FEET EAST OF POWER POLE WITH REFERENCE TAG AND 15.5
 FY2159'FEET SOUTH-SOUTHWEST OF BASE OF POWER POLE GUY WIRE.
 FY2159'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0319 ***********************************************************************
 FZ0319  DESIGNATION -  29 WSM
 FZ0319  PID         -  FZ0319
 FZ0319  STATE/COUNTY-  NC/FORSYTH
 FZ0319  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0319
 FZ0319                         *CURRENT SURVEY CONTROL
 FZ0319  ___________________________________________________________________
 FZ0319* NAD 83(1986)-  36 03 01.     (N)    080 03 54.     (W)     SCALED    
 FZ0319* NAVD 88     -       289.890  (meters)     951.08   (feet)  ADJUSTED  
 FZ0319  ___________________________________________________________________
 FZ0319  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FZ0319  DYNAMIC HT  -         289.631 (meters)     950.23  (feet)  COMP
 FZ0319  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 FZ0319
 FZ0319  VERT ORDER  -  SECOND    CLASS 0
 FZ0319
 FZ0319.The horizontal coordinates were scaled from a topographic map and have
 FZ0319.an estimated accuracy of +/- 6 seconds.
 FZ0319
 FZ0319.The orthometric height was determined by differential leveling
 FZ0319.and adjusted in June 1991.
 FZ0319
 FZ0319.The geoid height was determined by GEOID03.
 FZ0319
 FZ0319.The dynamic height is computed by dividing the NAVD 88
 FZ0319.geopotential number by the normal gravity value computed on the
 FZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0319.degrees latitude (g = 980.6199 gals.).
 FZ0319
 FZ0319.The modeled gravity was interpolated from observed gravity values.
 FZ0319
 FZ0319;                    North         East    Units  Estimated Accuracy
 FZ0319;SPC NC       -   255,690.      513,640.      MT  (+/- 180 meters Scaled)
 FZ0319
 FZ0319                          SUPERSEDED SURVEY CONTROL
 FZ0319
 FZ0319  NGVD 29 (??/??/92)  290.102  (m)          951.78   (f) ADJ UNCH    2 0
 FZ0319
 FZ0319.Superseded values are not recommended for survey control.
 FZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0319.See file dsdata.txt to determine how the superseded data were derived.
 FZ0319
 FZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV842899(NAD 83)
 FZ0319_MARKER: DD = SURVEY DISK
 FZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0319_STAMPING: 29 WSM 1950
 FZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0319+STABILITY: SURFACE MOTION
 FZ0319
 FZ0319  HISTORY     - Date     Condition        Report By
 FZ0319  HISTORY     - 1950     MONUMENTED       NCGS
 FZ0319  HISTORY     - 1972     GOOD             NGS
 FZ0319
 FZ0319                          STATION DESCRIPTION
 FZ0319
 FZ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FZ0319'4.8 MI S FROM KERNERSVILLE.
 FZ0319'TO REACH STATION FROM THE INTERSECTION OF U.S. 311 AND NC 66 IN
 FZ0319'COMMUNITY OF HORNEYTOWN, PROCEED NORTHERLY ALONG NC 66 FOR
 FZ0319'02.60 MILES TO THE INTERSECTION WITH SR 2624 (WATKINS FORD ROAD),
 FZ0319'AND STATION ON THE EAST SIDE OF INTERSECTION, 24.4 FEET ENE OF
 FZ0319'C/L OF NC 66, 83.0 FEET NE OF TOP OF FIRE HYDRANT, 28.5 FEET
 FZ0319'NNW OF PP 58 1/4 WITH ALUMINUM REF. TAG, AND 35.0 FEET SOUTH OF
 FZ0319'PP 58 1/2 WITH ALUMINUM REF. TAG.  STATION IS A USGS SURVEY
 FZ0319'MONUMENT SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5723 ***********************************************************************
 EZ5723  DESIGNATION -  29 WSM
 EZ5723  PID         -  EZ5723
 EZ5723  STATE/COUNTY-  NC/MONTGOMERY
 EZ5723  USGS QUAD   -  NORMAN (1983)
 EZ5723
 EZ5723                         *CURRENT SURVEY CONTROL
 EZ5723  ___________________________________________________________________
 EZ5723* NAD 83(2001)-  35 13 38.30398(N)    079 43 35.03626(W)     NO CHECK  
 EZ5723* NAVD 88     -       199.92   (+/-2cm)     655.9    (feet)  VERTCON   
 EZ5723  ___________________________________________________________________
 EZ5723  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EZ5723  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 EZ5723  HORZ ORDER  -  SECOND
 EZ5723  VERT ORDER  -  THIRD ? (See Below)
 EZ5723
 EZ5723.The horizontal coordinates were established by classical geodetic methods
 EZ5723.and adjusted by the National Geodetic Survey in August 2005.
 EZ5723.No horizontal observational check was made to the station.
 EZ5723
 EZ5723.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5723.The vertical order pertains to the NGVD 29 superseded value.
 EZ5723
 EZ5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5723
 EZ5723.The geoid height was determined by GEOID03.
 EZ5723
 EZ5723;                    North         East     Units Scale Factor Converg.
 EZ5723;SPC NC       -   164,119.428   543,482.498   MT  0.99987268   -0 25 09.3
 EZ5723;SPC NC       -   538,448.49  1,783,075.50   sFT  0.99987268   -0 25 09.3
 EZ5723;UTM  17      - 3,898,994.078   615,899.119   MT  0.99976554   +0 44 05.0
 EZ5723
 EZ5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5723!SPC NC       -   0.99997346  x   0.99987268  =   0.99984615
 EZ5723!UTM  17      -   0.99997346  x   0.99976554  =   0.99973901
 EZ5723
 EZ5723                          SUPERSEDED SURVEY CONTROL
 EZ5723
 EZ5723  NAD 83(1986)-  35 13 38.31271(N)    079 43 35.04270(W) AD(       ) 2
 EZ5723  NGVD 29 (03/28/90)  200.14   (m)          656.6    (f) LEVELING    3  
 EZ5723
 EZ5723.Superseded values are not recommended for survey control.
 EZ5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5723.See file dsdata.txt to determine how the superseded data were derived.
 EZ5723
 EZ5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1589998994(NAD 83)
 EZ5723_MARKER: DB = BENCH MARK DISK
 EZ5723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5723
 EZ5723  HISTORY     - Date     Condition        Report By
 EZ5723  HISTORY     - 1949     MONUMENTED       USGS
 EZ5723
 EZ5723                          STATION DESCRIPTION
 EZ5723
 EZ5723'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EZ5723'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF EMERY AND 3.9
 EZ5723'MILES NORTH OF NORMAN.
 EZ5723'
 EZ5723'TO REACH THE STATION FROM THE INTERSECTION OF US 220 AND SR 1321
 EZ5723'CROSSROAD IN NORMAN, PROCEED NORTH ALONG US 220 FOR 4.2 MILES TO
 EZ5723'SR 1524 CROSSROAD (OLD NC 731) AND STATION IN NORTHWEST QUADRANT.
 EZ5723'
 EZ5723'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---29 WSM 1949 655
 EZ5723'FEET---SET IN THE TOP OF A CONCRETE PRECAST WHICH IS 3 INCHES ABOVE
 EZ5723'THE GROUND SURFACE.  THE MARK IS 55.5 FEET WEST OF CENTERLINE OF
 EZ5723'US 220, 32.7 FEET NORTH OF CENTERLINE OF SR 1524, 65.5 FEET NORTH OF
 EZ5723'POWER POLE 5164 WITH REFERENCE TAG, 107.5 FEET WEST OF TELEPHONE
 EZ5723'PEDESTAL AND 116.8 FEET EAST-NORTHEAST OF CONCRETE RIGHT-OF-WAY MARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0750 ***********************************************************************
 FW0750  DESIGNATION -  29.5
 FW0750  PID         -  FW0750
 FW0750  STATE/COUNTY-  NC/CURRITUCK
 FW0750  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0750
 FW0750                         *CURRENT SURVEY CONTROL
 FW0750  ___________________________________________________________________
 FW0750* NAD 83(1986)-  36 30 41.     (N)    075 51 44.     (W)     SCALED    
 FW0750* NAVD 88     -         1.795  (meters)       5.89   (feet)  ADJUSTED  
 FW0750  ___________________________________________________________________
 FW0750  GEOID HEIGHT-         -38.42  (meters)                     GEOID03
 FW0750  DYNAMIC HT  -           1.794 (meters)       5.89  (feet)  COMP
 FW0750  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 FW0750
 FW0750  VERT ORDER  -  FIRST     CLASS II
 FW0750
 FW0750.The horizontal coordinates were scaled from a topographic map and have
 FW0750.an estimated accuracy of +/- 6 seconds.
 FW0750
 FW0750.The orthometric height was determined by differential leveling
 FW0750.and adjusted in June 1991.
 FW0750
 FW0750.The geoid height was determined by GEOID03.
 FW0750
 FW0750.The dynamic height is computed by dividing the NAVD 88
 FW0750.geopotential number by the normal gravity value computed on the
 FW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0750.degrees latitude (g = 980.6199 gals.).
 FW0750
 FW0750.The modeled gravity was interpolated from observed gravity values.
 FW0750
 FW0750;                    North         East    Units  Estimated Accuracy
 FW0750;SPC NC       -   310,790.      890,660.      MT  (+/- 180 meters Scaled)
 FW0750
 FW0750                          SUPERSEDED SURVEY CONTROL
 FW0750
 FW0750.No superseded survey control is available for this station.
 FW0750
 FW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF227410(NAD 83)
 FW0750_MARKER: DB = BENCH MARK DISK
 FW0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0750_SP_SET: CONCRETE POST
 FW0750_STAMPING: M 29.5 EL 7.09
 FW0750_MARK LOGO: NPS   
 FW0750_PROJECTION: PROJECTING 76 CENTIMETERS
 FW0750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0750+STABILITY: SURFACE MOTION
 FW0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0750+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 FW0750
 FW0750  HISTORY     - Date     Condition        Report By
 FW0750  HISTORY     - UNK      MONUMENTED       NPS
 FW0750  HISTORY     - 1984     GOOD             NCGS
 FW0750  HISTORY     - 20041130 SEE DESCRIPTION  NCGS
 FW0750
 FW0750                          STATION DESCRIPTION
 FW0750
 FW0750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FW0750'5.6 KM (3.5 MI) EAST FROM KNOTTS ISLAND.
 FW0750'ALONG A SAND ROAD FOLLOWING A POWER LINE AND A ROW OF TELEPHONE
 FW0750'PEDESTALS BEHIND FIRST ROW OF SAND DUNES WEST OF THE BEACH
 FW0750'1.7 KM (1.06 MILES) NORTHWEST OF THE OLD WASHWOOD
 FW0750'COAST GUARD STATION OR 4.3 KM (2.7 MILES) SOUTHWEST OF THE
 FW0750'VIRGINIA-NORTH CAROLINA STATE LINE, AT EDGE OF SHRUB LINE, 11.58
 FW0750'METERS (38.0 FEET) WEST OF CENTER OF ROAD, 54.13 (177.6 FEET)
 FW0750'NORTH OF THE POWER POLE (H 143 N 81) WITH REFERENCE TAG.
 FW0750
 FW0750                          STATION RECOVERY (2004)
 FW0750
 FW0750'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0750'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4498 ***********************************************************************
 FA4498  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4498  DESIGNATION -  290 AZ MK
 FA4498  PID         -  FA4498
 FA4498  STATE/COUNTY-  NC/MECKLENBURG
 FA4498  USGS QUAD   -  FORT MILL (1993)
 FA4498
 FA4498                         *CURRENT SURVEY CONTROL
 FA4498  ___________________________________________________________________
 FA4498* NAD 83(2007)-  35 05 00.68153(N)    080 58 01.17813(W)     ADJUSTED  
 FA4498* NAVD 88     -       192.20   (meters)     630.6    (feet)  GPS OBS   
 FA4498  ___________________________________________________________________
 FA4498  EPOCH DATE  -        2002.00
 FA4498  X           -     820,380.317 (meters)                     COMP
 FA4498  Y           -  -5,160,435.704 (meters)                     COMP
 FA4498  Z           -   3,645,546.325 (meters)                     COMP
 FA4498  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 FA4498  ELLIP HEIGHT-         161.692 (meters)          (02/10/07) ADJUSTED
 FA4498  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FA4498
 FA4498  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4498  Type    PID    Designation                      North   East  Ellip
 FA4498  -------------------------------------------------------------------
 FA4498  NETWORK FA4498 290 AZ MK                         0.71   0.61   0.90
 FA4498  -------------------------------------------------------------------
 FA4498
 FA4498.The horizontal coordinates were established by GPS observations
 FA4498.and adjusted by the National Geodetic Survey in February 2007.
 FA4498
 FA4498.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4498.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4498.The horizontal coordinates are valid at the epoch date displayed above.
 FA4498.The epoch date for horizontal control is a decimal equivalence
 FA4498.of Year/Month/Day.
 FA4498
 FA4498.The orthometric height was determined by GPS observations and a
 FA4498.high-resolution geoid model.
 FA4498.The orthometric height was determined by GPS observations and a
 FA4498.high-resolution geoid model using precise GPS observation and
 FA4498.processing techniques.
 FA4498
 FA4498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4498
 FA4498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4498
 FA4498.The ellipsoidal height was determined by GPS observations
 FA4498.and is referenced to NAD 83.
 FA4498
 FA4498.The geoid height was determined by GEOID03.
 FA4498
 FA4498;                    North         East     Units Scale Factor Converg.
 FA4498;SPC NC       -   149,704.530   430,254.417   MT  0.99987688   -1 08 07.0
 FA4498;SPC NC       -   491,155.61  1,411,593.03   sFT  0.99987688   -1 08 07.0
 FA4498;UTM  17      - 3,882,305.970   503,008.795   MT  0.99960011   +0 01 08.3
 FA4498
 FA4498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4498!SPC NC       -   0.99997462  x   0.99987688  =   0.99985150
 FA4498!UTM  17      -   0.99997462  x   0.99960011  =   0.99957474
 FA4498
 FA4498                          SUPERSEDED SURVEY CONTROL
 FA4498
 FA4498  NAD 83(1986)-  35 05 00.69688(N)    080 58 01.18554(W) AD(       ) 1
 FA4498  NAD 83(2001)-  35 05 00.68117(N)    080 58 01.17860(W) AD(       ) 1
 FA4498  ELLIP H (08/02/04)  161.696  (m)                       GP(       ) 4 1
 FA4498  NAD 83(1986)-  35 05 00.69632(N)    080 58 01.18390(W) AD(       ) 3
 FA4498
 FA4498.Superseded values are not recommended for survey control.
 FA4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4498.See file dsdata.txt to determine how the superseded data were derived.
 FA4498
 FA4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0300982306(NAD 83)
 FA4498_MARKER: A = ALUMINUM MARKER
 FA4498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4498_SP_SET: CONCRETE POST
 FA4498_STAMPING: 290
 FA4498_MARK LOGO: NC0870
 FA4498_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4498+STABILITY: SURFACE MOTION
 FA4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4498+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 FA4498
 FA4498  HISTORY     - Date     Condition        Report By
 FA4498  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4498  HISTORY     - 19990213 GOOD             USPSQD
 FA4498  HISTORY     - 20031208 GOOD             NCGS
 FA4498  HISTORY     - 20031208 GOOD             NGS+SS
 FA4498
 FA4498                          STATION DESCRIPTION
 FA4498
 FA4498'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4498'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.29 KM (11.99 MI) SOUTH-
 FA4498'SOUTHWEST OF CHARLOTTE.
 FA4498'MARK REACHED BY FIRST GOING TO GPS STATION M 090. (295.27 FT) TO REACH
 FA4498'THE STATION FROM THE INTERSECTION OF S.R.49 AND S.R.160, PROCEED
 FA4498'SOUTH ON S.R.160 FOR 1.77 KM (1.10 MI) TO THE INTERSECTION OF S.R.
 FA4498'1106 (HAMILTON ROAD).  GO EAST ON S.R.1106 FOR 1.77 KM (1.10 MI) TO
 FA4498'THE STATION LOCATED IN THE SOUTH RIGHT-OF-WAY OF THE ROAD.  STATION
 FA4498'IS 3.74 M (12.27 FT) S35W OF THE CENTERLINE OF S.R.1106, 2.74 M
 FA4498'(8.99 FT) N35E OF A BARBWIRE FENCE, 26.18 M (85.89 FT) N60W OF
 FA4498'MAILBOX NO.11917, AND 0.91 M (2.99 FT) S35W OF THE EDGE OF THE
 FA4498'PAVEMENT OF S.R.1106.
 FA4498'TO REACH THE AZIMUTH MARK FROM GPS STATION M 090, PROCEED EAST ON S
 FA4498'.R.1106 FOR 0.72 KM (0.45 MI) TO THE MARK IN THE SOUTH RIGHT-OF-WAY OF
 FA4498'THE ROAD, 1.0 M (3.28 FT) S14W FROM THE EDGE OF THE PAVEMENT.   THE
 FA4498'AZIMUTH MARK IS 0.48 KM (0.30 MI) EAST OF THE STATE LINE IN YORK
 FA4498'COUNTY, SOUTH CAROLINA.  THE AZIMUTH MARK IS COMPASS BEARING S75E AND
 FA4498'AND DISTANCE 672.469 M (2206.259 FT) FROM THE GPS STATION. THE
 FA4498'AZIMUTH MARK IS STAMPED 290.
 FA4498
 FA4498                          STATION RECOVERY (1999)
 FA4498
 FA4498'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4498'RECOVERED IN GOOD CONDITION.
 FA4498
 FA4498                          STATION RECOVERY (2003)
 FA4498
 FA4498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JAL)
 FA4498'RECOVERED IN GOOD CONDITION.
 FA4498
 FA4498                          STATION RECOVERY (2003)
 FA4498
 FA4498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 FA4498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4499 ***********************************************************************
 FA4499  DESIGNATION -  291 AZ MK
 FA4499  PID         -  FA4499
 FA4499  STATE/COUNTY-  NC/MECKLENBURG
 FA4499  USGS QUAD   -  FORT MILL (1993)
 FA4499
 FA4499                         *CURRENT SURVEY CONTROL
 FA4499  ___________________________________________________________________
 FA4499* NAD 83(2001)-  35 06 09.97240(N)    080 56 06.61071(W)     NO CHECK  
 FA4499* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 FA4499  ___________________________________________________________________
 FA4499  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 FA4499  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FA4499  HORZ ORDER  -  THIRD
 FA4499
 FA4499.The horizontal coordinates were established by classical geodetic methods
 FA4499.and adjusted by the National Geodetic Survey in August 2005.
 FA4499.No horizontal observational check was made to the station.
 FA4499
 FA4499.The orthometric height was scaled from a topographic map.
 FA4499
 FA4499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4499
 FA4499.The geoid height was determined by GEOID03.
 FA4499
 FA4499;                    North         East     Units Scale Factor Converg.
 FA4499;SPC NC       -   151,782.188   433,197.344   MT  0.99987596   -1 07 00.9
 FA4499;SPC NC       -   497,972.06  1,421,248.29   sFT  0.99987596   -1 07 00.9
 FA4499;UTM  17      - 3,884,441.898   505,908.472   MT  0.99960043   +0 02 14.2
 FA4499
 FA4499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4499!SPC NC       -   0.99997451  x   0.99987596  =   0.99985048
 FA4499!UTM  17      -   0.99997451  x   0.99960043  =   0.99957495
 FA4499
 FA4499                          SUPERSEDED SURVEY CONTROL
 FA4499
 FA4499  NAD 83(1986)-  35 06 09.98650(N)    080 56 06.61732(W) AD(       ) 3
 FA4499
 FA4499.Superseded values are not recommended for survey control.
 FA4499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4499.See file dsdata.txt to determine how the superseded data were derived.
 FA4499
 FA4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0590884442(NAD 83)
 FA4499_MARKER: A = ALUMINUM MARKER
 FA4499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4499_SP_SET: CONCRETE POST
 FA4499_STAMPING: 291
 FA4499_MARK LOGO: NC0870
 FA4499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4499+STABILITY: SURFACE MOTION
 FA4499
 FA4499  HISTORY     - Date     Condition        Report By
 FA4499  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4499  HISTORY     - 20050115 GOOD             USPSQD
 FA4499
 FA4499                          STATION DESCRIPTION
 FA4499
 FA4499'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4499'MARK IS LOCATED MECKLENBURG COUNTY, 16.10 KM (10.00 MI)
 FA4499'SOUTH-SOUTHWEST OF CHARLOTTE.
 FA4499'MARK REACHED BY FIRST GOING TO GPS STATION M 091. (298.56 FT) TO REACH
 FA4499'THE STATION FROM THE INTERSECTION OF INTERSTATE 77 AND CAROWINDS BLVD
 FA4499', PROCEED NORTHWEST ON CAROWINDS BLVD FOR 1.61 KM (1.00 MI) TO THE
 FA4499'INTERSECTION OF CATAWBA DRIVE (SERVICE ENTRANCE TO CAROWINDS
 FA4499'AMUSEMENT PARK). GO NORTHEAST ON CATAWBA DRIVE FOR 1.36 KM (0.85 MI)
 FA4499'TO THE STATION LOCATED ON THE SOUTH RIGHT-OF-WAY OF THE ROAD.  STATION
 FA4499'IS 7.49 M (24.57 FT) DUE SOUTH OF THE CENTERLINE OF CATAWBA DRIVE,
 FA4499'60.95 M (199.97 FT) N15E OF AN END LAMP POST FOR ROAD, 91.43 M
 FA4499'(299.97 FT)  S55E OF A PEDESTRIAN CROSSING-SPEED LIMIT SIGN, AND 4.72
 FA4499'M (15.49 FT)  SOUTH OF THE EDGE OF THE PAVEMENT.
 FA4499'TO REACH THE AZIMUTH MARK FROM GPS STATION M 091, PROCEED IN SOUTH
 FA4499'EASTERLY DIRECTION ON CATAWBA DRIVE AROUND THE LAKE APPROXIMATELY
 FA4499'0.50 KM (0.31 MI) TO THE MARK ON THE NORTH SIDE OF AN EXIT ROAD
 FA4499'LOCATED IN A CURVE, 0.36 M (1.18 FT) WEST OF THE BACK OF THE CURB.
 FA4499'THE AZIMUTH MARK IS COMPASS BEARING S22E AND DISTANCE 430.047 M
 FA4499'(1410.913 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 291.
 FA4499
 FA4499                          STATION RECOVERY (2005)
 FA4499
 FA4499'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA4499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0254 ***********************************************************************
 FB0254  DESIGNATION -  2915.4
 FB0254  PID         -  FB0254
 FB0254  STATE/COUNTY-  NC/YANCEY
 FB0254  USGS QUAD   -  CELO (1994)
 FB0254
 FB0254                         *CURRENT SURVEY CONTROL
 FB0254  ___________________________________________________________________
 FB0254* NAD 83(1986)-  35 45 31.     (N)    082 12 25.     (W)     SCALED    
 FB0254* NAVD 88     -       888.744  (meters)    2915.82   (feet)  ADJUSTED  
 FB0254  ___________________________________________________________________
 FB0254  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FB0254  DYNAMIC HT  -         887.798 (meters)    2912.72  (feet)  COMP
 FB0254  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 FB0254
 FB0254  VERT ORDER  -  SECOND    CLASS 0
 FB0254
 FB0254.The horizontal coordinates were scaled from a topographic map and have
 FB0254.an estimated accuracy of +/- 6 seconds.
 FB0254
 FB0254.The orthometric height was determined by differential leveling
 FB0254.and adjusted in June 1991.
 FB0254
 FB0254.The geoid height was determined by GEOID03.
 FB0254
 FB0254.The dynamic height is computed by dividing the NAVD 88
 FB0254.geopotential number by the normal gravity value computed on the
 FB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0254.degrees latitude (g = 980.6199 gals.).
 FB0254
 FB0254.The modeled gravity was interpolated from observed gravity values.
 FB0254
 FB0254;                    North         East    Units  Estimated Accuracy
 FB0254;SPC NC       -   227,500.      319,650.      MT  (+/- 180 meters Scaled)
 FB0254
 FB0254                          SUPERSEDED SURVEY CONTROL
 FB0254
 FB0254  NGVD 29 (??/??/92)  888.779  (m)         2915.94   (f) ADJ UNCH    2 0
 FB0254
 FB0254.Superseded values are not recommended for survey control.
 FB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0254.See file dsdata.txt to determine how the superseded data were derived.
 FB0254
 FB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV908578(NAD 83)
 FB0254_MARKER: N = NAIL
 FB0254_SETTING: 0 = UNSPECIFIED SETTING
 FB0254_STAMPING: BM 2915.4
 FB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0254
 FB0254  HISTORY     - Date     Condition        Report By
 FB0254  HISTORY     - UNK      MONUMENTED       USGS
 FB0254  HISTORY     - 1935     GOOD             NGS
 FB0254
 FB0254                          STATION DESCRIPTION
 FB0254
 FB0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB0254'2 MI SW FROM BUSICK.
 FB0254'ABOUT 2.0 MILES SOUTHWEST ALONG AN IMPROVED ROAD FROM THE POST
 FB0254'OFFICE AT BUSICK, YANCEY COUNTY, 52 FEET NORTH OF THE NORTH
 FB0254'ENTRANCE GATE TO MT. MITCHELL STATE GAME REFUGE, 36 FEET NORTHWEST
 FB0254'OF THE CENTER LINE OF THE MAIN DRIVEWAY THROUGH THE GAME REFUGE,
 FB0254'AND IN THE ROOT OF A 24-INCH BEECH TREE PAINTED BM 2915.4.  A
 FB0254'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4500 ***********************************************************************
 FA4500  DESIGNATION -  292 RM
 FA4500  PID         -  FA4500
 FA4500  STATE/COUNTY-  NC/MECKLENBURG
 FA4500  USGS QUAD   -  WEDDINGTON (1988)
 FA4500
 FA4500                         *CURRENT SURVEY CONTROL
 FA4500  ___________________________________________________________________
 FA4500* NAD 83(2001)-  35 07 06.82581(N)    080 50 25.70760(W)     NO CHECK  
 FA4500* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FA4500  ___________________________________________________________________
 FA4500  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FA4500  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4500  HORZ ORDER  -  THIRD
 FA4500
 FA4500.The horizontal coordinates were established by classical geodetic methods
 FA4500.and adjusted by the National Geodetic Survey in August 2005.
 FA4500.No horizontal observational check was made to the station.
 FA4500
 FA4500.The orthometric height was scaled from a topographic map.
 FA4500
 FA4500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4500
 FA4500.The geoid height was determined by GEOID03.
 FA4500
 FA4500;                    North         East     Units Scale Factor Converg.
 FA4500;SPC NC       -   153,369.584   441,860.928   MT  0.99987528   -1 03 44.2
 FA4500;SPC NC       -   503,180.04  1,449,672.06   sFT  0.99987528   -1 03 44.2
 FA4500;UTM  17      - 3,886,202.990   514,535.959   MT  0.99960260   +0 05 30.4
 FA4500
 FA4500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4500!SPC NC       -   0.99997434  x   0.99987528  =   0.99984962
 FA4500!UTM  17      -   0.99997434  x   0.99960260  =   0.99957695
 FA4500
 FA4500                          SUPERSEDED SURVEY CONTROL
 FA4500
 FA4500  NAD 83(1986)-  35 07 06.84096(N)    080 50 25.71575(W) AD(       ) 3
 FA4500
 FA4500.Superseded values are not recommended for survey control.
 FA4500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4500.See file dsdata.txt to determine how the superseded data were derived.
 FA4500
 FA4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1453686203(NAD 83)
 FA4500_MARKER: A = ALUMINUM MARKER
 FA4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4500_SP_SET: CONCRETE POST
 FA4500_STAMPING: 292
 FA4500_MARK LOGO: NC0870
 FA4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4500+STABILITY: SURFACE MOTION
 FA4500
 FA4500  HISTORY     - Date     Condition        Report By
 FA4500  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4500  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA4500
 FA4500                          STATION DESCRIPTION
 FA4500
 FA4500'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4500'MARK IS LOCATED IN MECKLENBURG COUNTY, 12.1 KM (7.52 MI) SOUTH OF
 FA4500'DOWNTOWN CHARLOTTE.
 FA4500'MARK REACHED BY FIRST GOING TO GPS STATION M 092TO REACH THE STATION
 FA4500'FROM THE INTERSECTION OF U.S. 521 AND S.R. 51, PROCEED EAST ON S.R.51
 FA4500'FOR 1.6 KM (0.99 MI) TO THE INTERSECTION OF PARK ROAD. GO NORTH ON
 FA4500'PARK ROAD FOR 1.44 KM (0.89 MI) TO TRAFFIC SIGNAL LIGHT AND PROCEED
 FA4500'LEFT AT LIGHT. PROCEED NORTH ON PARK ROAD FOR 2.57 KM (1.60 MI) TO
 FA4500'THE INTERSECTION OF GLEN EAGLES ROAD. GO EAST ON GLEN EAGLES FOR 1.12
 FA4500'KM (0.70 MI) TO THE STATION ON THE SOUTH RIGHT-OF-WAY OF THE ROAD
 FA4500'WEST OF THE ENTRANCE TO THE QUAIL HOLLOW COUNTRY CLUB. STATION IS
 FA4500'5.48 M (17.98 FT) SOUTH OF THE CENTERLINE OF GLEN EAGLES ROAD, 6.09 M
 FA4500'(19.98 FT) N80E OF A NO PARKING SIGN, 36.72 M (120.47 FT) WEST OF THE
 FA4500'WEST END OF AN 18-INCH CULVERT, AND 7.83 M (25.69 FT) N30W OF A SMALL
 FA4500'FOUR INCH TREE.
 FA4500'TO REACH THE REFERENCE MARK FR0M GPS STATION M 092, PROCEED EAST ON
 FA4500'GLEN EAGLES ROAD FOR 0.32 KM (0.20 MI) TO THE MARK IN THE THE SOUTH
 FA4500'RIGHT-OF-WAY OF THE ROAD, 2.66 M (8.73 FT) SOUTH OF THE EDGE OF THE
 FA4500'PAVEMENT. THE MARK IS COMPASS BEARING S73E AND DISTANCE 340.830 M
 FA4500'(1118.206 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED
 FA4500'292.
 FA4500
 FA4500                          STATION RECOVERY (1996)
 FA4500
 FA4500'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0251 ***********************************************************************
 FB0251  DESIGNATION -  2928.5
 FB0251  PID         -  FB0251
 FB0251  STATE/COUNTY-  NC/YANCEY
 FB0251  USGS QUAD   -  CELO (1994)
 FB0251
 FB0251                         *CURRENT SURVEY CONTROL
 FB0251  ___________________________________________________________________
 FB0251* NAD 83(1986)-  35 46 11.     (N)    082 11 00.     (W)     SCALED    
 FB0251* NAVD 88     -       892.729  (meters)    2928.90   (feet)  ADJUSTED  
 FB0251  ___________________________________________________________________
 FB0251  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FB0251  DYNAMIC HT  -         891.770 (meters)    2925.75  (feet)  COMP
 FB0251  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 FB0251
 FB0251  VERT ORDER  -  SECOND    CLASS 0
 FB0251
 FB0251.The horizontal coordinates were scaled from a topographic map and have
 FB0251.an estimated accuracy of +/- 6 seconds.
 FB0251
 FB0251.The orthometric height was determined by differential leveling
 FB0251.and adjusted in June 1991.
 FB0251
 FB0251.The geoid height was determined by GEOID03.
 FB0251
 FB0251.The dynamic height is computed by dividing the NAVD 88
 FB0251.geopotential number by the normal gravity value computed on the
 FB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0251.degrees latitude (g = 980.6199 gals.).
 FB0251
 FB0251.The modeled gravity was interpolated from observed gravity values.
 FB0251
 FB0251;                    North         East    Units  Estimated Accuracy
 FB0251;SPC NC       -   228,670.      321,820.      MT  (+/- 180 meters Scaled)
 FB0251
 FB0251                          SUPERSEDED SURVEY CONTROL
 FB0251
 FB0251  NGVD 29 (??/??/92)  892.757  (m)         2928.99   (f) ADJ UNCH    2 0
 FB0251
 FB0251.Superseded values are not recommended for survey control.
 FB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0251.See file dsdata.txt to determine how the superseded data were derived.
 FB0251
 FB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV930590(NAD 83)
 FB0251_MARKER: Q = CHISELED SQUARE
 FB0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0251_SP_SET: CULVERT
 FB0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0251
 FB0251  HISTORY     - Date     Condition        Report By
 FB0251  HISTORY     - UNK      MONUMENTED       USGS
 FB0251  HISTORY     - 1935     GOOD             NGS
 FB0251
 FB0251                          STATION DESCRIPTION
 FB0251
 FB0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB0251'AT BUSICK.
 FB0251'AT BUSICK, YANCEY COUNTY, 0.4 MILE SOUTHWEST OF THE M.W. GRASS
 FB0251'GENERAL STORE, ABOUT 230 YARDS NORTHEAST OF THE POST OFFICE, 55
 FB0251'YARDS NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY FRAME
 FB0251'DWELLING, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FB0251'AT A CONCRETE CULVERT ON THE SOUTHWEST END OF THE SOUTHEAST HEAD
 FB0251'WALL, AND 1 FOOT LOWER THAN THE HIGHWAY.  A 1-INCH OUTLINED
 FB0251'SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9298 ***********************************************************************
 DE9298  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9298  DESIGNATION -  292W 200
 DE9298  PID         -  DE9298
 DE9298  STATE/COUNTY-  NC/GUILFORD
 DE9298  USGS QUAD   -  SUMMERFIELD (1994)
 DE9298
 DE9298                         *CURRENT SURVEY CONTROL
 DE9298  ___________________________________________________________________
 DE9298* NAD 83(2007)-  36 09 37.83839(N)    079 53 39.96160(W)     ADJUSTED  
 DE9298* NAVD 88     -       248.01   (meters)     813.7    (feet)  GPS OBS   
 DE9298  ___________________________________________________________________
 DE9298  EPOCH DATE  -        2002.00
 DE9298  X           -     904,628.624 (meters)                     COMP
 DE9298  Y           -  -5,075,699.979 (meters)                     COMP
 DE9298  Z           -   3,742,713.467 (meters)                     COMP
 DE9298  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 DE9298  ELLIP HEIGHT-         216.261 (meters)          (02/10/07) ADJUSTED
 DE9298  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DE9298
 DE9298  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9298  Type    PID    Designation                      North   East  Ellip
 DE9298  -------------------------------------------------------------------
 DE9298  NETWORK DE9298 292W 200                          1.33   1.02   1.78
 DE9298  -------------------------------------------------------------------
 DE9298
 DE9298.The horizontal coordinates were established by GPS observations
 DE9298.and adjusted by the National Geodetic Survey in February 2007.
 DE9298
 DE9298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9298.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9298.The horizontal coordinates are valid at the epoch date displayed above.
 DE9298.The epoch date for horizontal control is a decimal equivalence
 DE9298.of Year/Month/Day.
 DE9298
 DE9298.The orthometric height was determined by GPS observations and a
 DE9298.high-resolution geoid model.
 DE9298.The orthometric height was determined by GPS observations and a
 DE9298.high-resolution geoid model using precise GPS observation and
 DE9298.processing techniques.
 DE9298
 DE9298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9298
 DE9298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9298
 DE9298.The ellipsoidal height was determined by GPS observations
 DE9298.and is referenced to NAD 83.
 DE9298
 DE9298.The geoid height was determined by GEOID03.
 DE9298
 DE9298;                    North         East     Units Scale Factor Converg.
 DE9298;SPC NC       -   267,773.223   529,120.738   MT  0.99999829   -0 30 58.5
 DE9298;SPC NC       -   878,519.32  1,735,956.95   sFT  0.99999829   -0 30 58.5
 DE9298;UTM  17      - 4,002,317.806   599,441.637   MT  0.99972184   +0 39 08.6
 DE9298
 DE9298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9298!SPC NC       -   0.99996606  x   0.99999829  =   0.99996435
 DE9298!UTM  17      -   0.99996606  x   0.99972184  =   0.99968791
 DE9298
 DE9298:                Primary Azimuth Mark                     Grid Az
 DE9298:SPC NC       -  292W 201                                 303 22 53.1
 DE9298:UTM  17      -  292W 201                                 302 12 46.0
 DE9298
 DE9298|---------------------------------------------------------------------|
 DE9298| PID    Reference Object                     Distance      Geod. Az  |
 DE9298|                                                           dddmmss.s |
 DE9298| DE9299 292W 201                            467.873 METERS 3025154.6 |
 DE9298|---------------------------------------------------------------------|
 DE9298
 DE9298                          SUPERSEDED SURVEY CONTROL
 DE9298
 DE9298  NAD 83(2001)-  36 09 37.83870(N)    079 53 39.96132(W) AD(       ) 1
 DE9298  ELLIP H (03/13/03)  216.261  (m)                       GP(       ) 4 2
 DE9298  NAD 83(1986)-  36 09 37.84492(N)    079 53 39.96937(W) AD(       ) 1
 DE9298
 DE9298.Superseded values are not recommended for survey control.
 DE9298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9298.See file dsdata.txt to determine how the superseded data were derived.
 DE9298
 DE9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9944202318(NAD 83)
 DE9298_MARKER: DD = SURVEY DISK
 DE9298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9298_STAMPING: 292W.200 7/97
 DE9298_MARK LOGO: NC1940
 DE9298_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9298+STABILITY: SURFACE MOTION
 DE9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9298+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9298
 DE9298  HISTORY     - Date     Condition        Report By
 DE9298  HISTORY     - 1997     MONUMENTED       NC1940
 DE9298
 DE9298                          STATION DESCRIPTION
 DE9298
 DE9298'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9298'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF THE DOWNTOWN
 DE9298'GREENSBORO GOVERNMENT COMPLEX, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF THE
 DE9298'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ON THE NORTHWEST SIDE OF
 DE9298'LAKE HIGGINS ALONG CARLSON DAIRY ROAD.
 DE9298'PROCEED ALONG HORSE PEN CREEK ROAD FOR 0.8 MI (1.3 KM) WEST FROM US
 DE9298'220 (BATTLEGROUND AVENUE), THENCE RIGHT/NORTHWEST ALONG CARLSON DAIRY
 DE9298'ROAD FOR 1.15 MI (1.85 KM) TO CARLSON VALLEY DRIVE ON LEFT AND STATION
 DE9298'ON RIGHT APPROXIMATELY 200-FEET NORTHWEST OF INTERSECTION.
 DE9298'MARK IS ABOUT 1.5-FEET LOWER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9298'GROUND. LOCATED 27.5 FT (8.4 M) NORTHEAST OF THE CENTERLINE OF CARLSON
 DE9298'DAIRY ROAD, 8.4 FT (2.6 M) NORTH OF THE NORTH END OF METAL CULVERT
 DE9298'UNDER FARM ROAD, AND 6.0 FT (1.8 M) WEST OF FENCE CORNER (NEAR FARM
 DE9298'ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9299 ***********************************************************************
 DE9299  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9299  DESIGNATION -  292W 201
 DE9299  PID         -  DE9299
 DE9299  STATE/COUNTY-  NC/GUILFORD
 DE9299  USGS QUAD   -  SUMMERFIELD (1994)
 DE9299
 DE9299                         *CURRENT SURVEY CONTROL
 DE9299  ___________________________________________________________________
 DE9299* NAD 83(2007)-  36 09 46.07536(N)    079 53 55.68516(W)     ADJUSTED  
 DE9299* NAVD 88     -       256.99   (meters)     843.1    (feet)  GPS OBS   
 DE9299  ___________________________________________________________________
 DE9299  EPOCH DATE  -        2002.00
 DE9299  X           -     904,216.693 (meters)                     COMP
 DE9299  Y           -  -5,075,628.546 (meters)                     COMP
 DE9299  Z           -   3,742,923.732 (meters)                     COMP
 DE9299  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 DE9299  ELLIP HEIGHT-         225.212 (meters)          (02/10/07) ADJUSTED
 DE9299  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 DE9299
 DE9299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9299  Type    PID    Designation                      North   East  Ellip
 DE9299  -------------------------------------------------------------------
 DE9299  NETWORK DE9299 292W 201                          1.35   0.98   1.74
 DE9299  -------------------------------------------------------------------
 DE9299
 DE9299.The horizontal coordinates were established by GPS observations
 DE9299.and adjusted by the National Geodetic Survey in February 2007.
 DE9299
 DE9299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9299.The horizontal coordinates are valid at the epoch date displayed above.
 DE9299.The epoch date for horizontal control is a decimal equivalence
 DE9299.of Year/Month/Day.
 DE9299
 DE9299.The orthometric height was determined by GPS observations and a
 DE9299.high-resolution geoid model.
 DE9299.The orthometric height was determined by GPS observations and a
 DE9299.high-resolution geoid model using precise GPS observation and
 DE9299.processing techniques.
 DE9299
 DE9299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9299
 DE9299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9299
 DE9299.The ellipsoidal height was determined by GPS observations
 DE9299.and is referenced to NAD 83.
 DE9299
 DE9299.The geoid height was determined by GEOID03.
 DE9299
 DE9299;                    North         East     Units Scale Factor Converg.
 DE9299;SPC NC       -   268,030.648   528,730.049   MT  0.99999892   -0 31 07.5
 DE9299;SPC NC       -   879,363.88  1,734,675.17   sFT  0.99999892   -0 31 07.5
 DE9299;UTM  17      - 4,002,567.140   599,045.889   MT  0.99972087   +0 38 59.5
 DE9299
 DE9299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9299!SPC NC       -   0.99996465  x   0.99999892  =   0.99996358
 DE9299!UTM  17      -   0.99996465  x   0.99972087  =   0.99968553
 DE9299
 DE9299:                Primary Azimuth Mark                     Grid Az
 DE9299:SPC NC       -  292W 200                                 123 22 52.8
 DE9299:UTM  17      -  292W 200                                 122 12 45.8
 DE9299
 DE9299|---------------------------------------------------------------------|
 DE9299| PID    Reference Object                     Distance      Geod. Az  |
 DE9299|                                                           dddmmss.s |
 DE9299| DE9298 292W 200                            467.873 METERS 1225145.3 |
 DE9299| AI2305 HOPEWELL                            447.573 METERS 2773333.4 |
 DE9299|---------------------------------------------------------------------|
 DE9299
 DE9299                          SUPERSEDED SURVEY CONTROL
 DE9299
 DE9299  NAD 83(2001)-  36 09 46.07567(N)    079 53 55.68489(W) AD(       ) 1
 DE9299  ELLIP H (03/13/03)  225.209  (m)                       GP(       ) 4 2
 DE9299  NAD 83(1986)-  36 09 46.08197(N)    079 53 55.69280(W) AD(       ) 1
 DE9299
 DE9299.Superseded values are not recommended for survey control.
 DE9299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9299.See file dsdata.txt to determine how the superseded data were derived.
 DE9299
 DE9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9904602567(NAD 83)
 DE9299_MARKER: DD = SURVEY DISK
 DE9299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9299_STAMPING: 292W.201 7/97
 DE9299_MARK LOGO: NC1940
 DE9299_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9299+STABILITY: SURFACE MOTION
 DE9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9299+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9299
 DE9299  HISTORY     - Date     Condition        Report By
 DE9299  HISTORY     - 1997     MONUMENTED       NC1940
 DE9299
 DE9299                          STATION DESCRIPTION
 DE9299
 DE9299'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9299'STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF THE DOWNTOWN
 DE9299'GREENSBORO GOVERNMENT COMPLEX, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF THE
 DE9299'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND ON THE NORTHWEST SIDE OF
 DE9299'LAKE HIGGINS ALONG CARLSON DAIRY ROAD.
 DE9299'PROCEED ALONG HORSE PEN CREEK ROAD FOR 0.8 MI (1.3 KM) WEST FROM US
 DE9299'220 (BATTLEGROUND AVENUE), THENCE RIGHT/NORTHWEST ALONG CARLSON DAIRY
 DE9299'ROAD FOR 1.5 MI (2.4 KM) TO STATION ON RIGHT-NORTHEAST SIDE OF ROAD,
 DE9299'AND 0.3 MI (0.5 KM) NORTHWEST OF INTERSECTION WITH CARLSON VALLEY
 DE9299'DRIVE.
 DE9299'MARK IS ABOUT 10-FEET HIGHER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9299'GROUND. LOCATED 92.0 FT (28.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DE9299'CARLSON DAIRY ROAD, 101.0 FT (30.8 M) NORTHWEST OF POWER POLE, AND
 DE9299'84.0 FT (25.6 M) EAST-SOUTHEAST OF A TREELINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9442 ***********************************************************************
 DE9442  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9442  DESIGNATION -  293W 200
 DE9442  PID         -  DE9442
 DE9442  STATE/COUNTY-  NC/GUILFORD
 DE9442  USGS QUAD   -  SUMMERFIELD (1994)
 DE9442
 DE9442                         *CURRENT SURVEY CONTROL
 DE9442  ___________________________________________________________________
 DE9442* NAD 83(2007)-  36 09 27.36764(N)    079 52 43.75502(W)     ADJUSTED  
 DE9442* NAVD 88     -       262.75   (meters)     862.0    (feet)  GPS OBS   
 DE9442  ___________________________________________________________________
 DE9442  EPOCH DATE  -        2002.00
 DE9442  X           -     906,047.271 (meters)                     COMP
 DE9442  Y           -  -5,075,652.524 (meters)                     COMP
 DE9442  Z           -   3,742,461.627 (meters)                     COMP
 DE9442  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 DE9442  ELLIP HEIGHT-         231.076 (meters)          (02/10/07) ADJUSTED
 DE9442  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 DE9442
 DE9442  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9442  Type    PID    Designation                      North   East  Ellip
 DE9442  -------------------------------------------------------------------
 DE9442  NETWORK DE9442 293W 200                          1.65   1.47   2.53
 DE9442  -------------------------------------------------------------------
 DE9442
 DE9442.The horizontal coordinates were established by GPS observations
 DE9442.and adjusted by the National Geodetic Survey in February 2007.
 DE9442
 DE9442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9442.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9442.The horizontal coordinates are valid at the epoch date displayed above.
 DE9442.The epoch date for horizontal control is a decimal equivalence
 DE9442.of Year/Month/Day.
 DE9442
 DE9442.The orthometric height was determined by GPS observations and a
 DE9442.high-resolution geoid model.
 DE9442.The orthometric height was determined by GPS observations and a
 DE9442.high-resolution geoid model using precise GPS observation and
 DE9442.processing techniques.
 DE9442
 DE9442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9442
 DE9442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9442
 DE9442.The ellipsoidal height was determined by GPS observations
 DE9442.and is referenced to NAD 83.
 DE9442
 DE9442.The geoid height was determined by GEOID03.
 DE9442
 DE9442;                    North         East     Units Scale Factor Converg.
 DE9442;SPC NC       -   267,437.952   530,522.684   MT  0.99999748   -0 30 26.0
 DE9442;SPC NC       -   877,419.35  1,740,556.51   sFT  0.99999748   -0 30 26.0
 DE9442;UTM  17      - 4,002,011.283   600,849.744   MT  0.99972532   +0 39 41.6
 DE9442
 DE9442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9442!SPC NC       -   0.99996373  x   0.99999748  =   0.99996121
 DE9442!UTM  17      -   0.99996373  x   0.99972532  =   0.99968906
 DE9442
 DE9442:                Primary Azimuth Mark                     Grid Az
 DE9442:SPC NC       -  CORTMAN                                  087 48 06.8
 DE9442:UTM  17      -  CORTMAN                                  086 37 59.2
 DE9442
 DE9442|---------------------------------------------------------------------|
 DE9442| PID    Reference Object                     Distance      Geod. Az  |
 DE9442|                                                           dddmmss.s |
 DE9442| FY1148 CORTMAN                             406.042 METERS 0871740.8 |
 DE9442|---------------------------------------------------------------------|
 DE9442
 DE9442                          SUPERSEDED SURVEY CONTROL
 DE9442
 DE9442  NAD 83(2001)-  36 09 27.36797(N)    079 52 43.75476(W) AD(       ) 1
 DE9442  ELLIP H (03/13/03)  231.072  (m)                       GP(       ) 4 2
 DE9442  NAD 83(1986)-  36 09 27.37425(N)    079 52 43.76249(W) AD(       ) 1
 DE9442
 DE9442.Superseded values are not recommended for survey control.
 DE9442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9442.See file dsdata.txt to determine how the superseded data were derived.
 DE9442
 DE9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0085002011(NAD 83)
 DE9442_MARKER: DD = SURVEY DISK
 DE9442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9442_STAMPING: 293W200 1999
 DE9442_MARK LOGO: NC1940
 DE9442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9442+STABILITY: SURFACE MOTION
 DE9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9442+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9442
 DE9442  HISTORY     - Date     Condition        Report By
 DE9442  HISTORY     - 1999     MONUMENTED       NC1940
 DE9442
 DE9442                          STATION DESCRIPTION
 DE9442
 DE9442'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9442'STATION IS ABOUT 7.6 MI (12.2 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9442'GOVERNMENT PLAZA, AND 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF SUMMERFIELD.
 DE9442'PROCEED ALONG SR 2182 (HORSE PEN CREEK ROAD) 0.75 MI (1.21 KM) WEST
 DE9442'FROM US 220 (BATTLEGROUND AVENUE), THENCE 0.1 MI (0.2 KM) NORTHWEST
 DE9442'ALONG CARLSON DAIRY ROAD, THENCE 0.8 MI (1.3 KM) NORTHEAST ALONG
 DE9442'HEDRICK DRIVE TO STATION ON THE NORTHEAST SIDE OF INTERSECTION WITH
 DE9442'DRIVEWAY WITH ROCK WALL.
 DE9442'MARK IS ABOUT LEVEL WITH THE CENTER OF HEDRICK DRIVE AND FLUSH WITH
 DE9442'THE GROUND. LOCATED 16.8 FT (5.1 M) EAST OF THE CENTERLINE OF HEDRICK
 DE9442'DRIVE, 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF DRIVEWAY, 28.3 FT
 DE9442'(8.6 M) NORTH OF A ROCK WALL, AND 6.2 FT (1.9 M) EAST OF THE EDGE OF
 DE9442'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9441 ***********************************************************************
 DE9441  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9441  DESIGNATION -  293W 201
 DE9441  PID         -  DE9441
 DE9441  STATE/COUNTY-  NC/GUILFORD
 DE9441  USGS QUAD   -  SUMMERFIELD (1994)
 DE9441
 DE9441                         *CURRENT SURVEY CONTROL
 DE9441  ___________________________________________________________________
 DE9441* NAD 83(2007)-  36 09 14.87243(N)    079 52 54.19121(W)     ADJUSTED  
 DE9441* NAVD 88     -       260.38   (meters)     854.3    (feet)  GPS OBS   
 DE9441  ___________________________________________________________________
 DE9441  EPOCH DATE  -        2002.00
 DE9441  X           -     905,830.046 (meters)                     COMP
 DE9441  Y           -  -5,075,920.178 (meters)                     COMP
 DE9441  Z           -   3,742,149.254 (meters)                     COMP
 DE9441  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 DE9441  ELLIP HEIGHT-         228.710 (meters)          (02/10/07) ADJUSTED
 DE9441  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 DE9441
 DE9441  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9441  Type    PID    Designation                      North   East  Ellip
 DE9441  -------------------------------------------------------------------
 DE9441  NETWORK DE9441 293W 201                          1.02   0.84   1.55
 DE9441  -------------------------------------------------------------------
 DE9441
 DE9441.The horizontal coordinates were established by GPS observations
 DE9441.and adjusted by the National Geodetic Survey in February 2007.
 DE9441
 DE9441.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9441.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9441.The horizontal coordinates are valid at the epoch date displayed above.
 DE9441.The epoch date for horizontal control is a decimal equivalence
 DE9441.of Year/Month/Day.
 DE9441
 DE9441.The orthometric height was determined by GPS observations and a
 DE9441.high-resolution geoid model.
 DE9441.The orthometric height was determined by GPS observations and a
 DE9441.high-resolution geoid model using precise GPS observation and
 DE9441.processing techniques.
 DE9441
 DE9441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9441
 DE9441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9441
 DE9441.The ellipsoidal height was determined by GPS observations
 DE9441.and is referenced to NAD 83.
 DE9441
 DE9441.The geoid height was determined by GEOID03.
 DE9441
 DE9441;                    North         East     Units Scale Factor Converg.
 DE9441;SPC NC       -   267,055.144   530,258.416   MT  0.99999653   -0 30 32.0
 DE9441;SPC NC       -   876,163.42  1,739,689.49   sFT  0.99999653   -0 30 32.0
 DE9441;UTM  17      - 4,001,623.271   600,593.409   MT  0.99972468   +0 39 35.3
 DE9441
 DE9441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9441!SPC NC       -   0.99996411  x   0.99999653  =   0.99996064
 DE9441!UTM  17      -   0.99996411  x   0.99972468  =   0.99968880
 DE9441
 DE9441:                Primary Azimuth Mark                     Grid Az
 DE9441:SPC NC       -  293W 200                                 034 37 08.3
 DE9441:UTM  17      -  293W 200                                 033 27 01.0
 DE9441
 DE9441|---------------------------------------------------------------------|
 DE9441| PID    Reference Object                     Distance      Geod. Az  |
 DE9441|                                                           dddmmss.s |
 DE9441| DE9442 293W 200                            465.168 METERS 0340636.3 |
 DE9441|---------------------------------------------------------------------|
 DE9441
 DE9441                          SUPERSEDED SURVEY CONTROL
 DE9441
 DE9441  NAD 83(2001)-  36 09 14.87274(N)    079 52 54.19098(W) AD(       ) 1
 DE9441  ELLIP H (03/13/03)  228.707  (m)                       GP(       ) 4 2
 DE9441  NAD 83(1986)-  36 09 14.87902(N)    079 52 54.19871(W) AD(       ) 1
 DE9441
 DE9441.Superseded values are not recommended for survey control.
 DE9441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9441.See file dsdata.txt to determine how the superseded data were derived.
 DE9441
 DE9441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0059301623(NAD 83)
 DE9441_MARKER: DD = SURVEY DISK
 DE9441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9441_STAMPING: 293W201 1999
 DE9441_MARK LOGO: NC1940
 DE9441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9441+STABILITY: SURFACE MOTION
 DE9441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9441+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9441
 DE9441  HISTORY     - Date     Condition        Report By
 DE9441  HISTORY     - 1999     MONUMENTED       NC1940
 DE9441
 DE9441                          STATION DESCRIPTION
 DE9441
 DE9441'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9441'STATION IS ABOUT 7.5 MI (12.1 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9441'GOVERNMENT PLAZA, AND 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF SUMMERFIELD.
 DE9441'PROCEED ALONG SR 2182 (HORSE PEN CREEK ROAD) 0.75 MI (1.21 KM) WEST
 DE9441'FROM US 220 (BATTLEGROUND AVENUE), THENCE 0.1 MI (0.2 KM) NORTHWEST
 DE9441'ALONG CARLSON DAIRY ROAD, THENCE 0.5 MI (0.8 KM) NORTHEAST ALONG
 DE9441'HEDRICK DRIVE TO STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION
 DE9441'WITH KATIE DRIVE.
 DE9441'MARK IS ABOUT LEVEL WITH THE CENTER OF KATIE DRIVE AND RECESSED
 DE9441'2-INCHES BELOW THE GROUND. LOCATED 28.5 FT (8.7 M) WEST-SOUTHWEST OF
 DE9441'THE CENTERLINE OF KATIE DRIVE, 26.4 FT (8.0 M) SOUTH-SOUTHEAST OF THE
 DE9441'CENTERLINE OF HEDRICK DRIVE, 11.0 FT (3.4 M) SOUTH OF A STREET SIGN,
 DE9441'AND 118.5 FT (36.1 M) EAST-NORTHEAST OF THE CENTERLINE OF A CONCRETE
 DE9441'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4501 ***********************************************************************
 FA4501  DESIGNATION -  294 AZ MK
 FA4501  PID         -  FA4501
 FA4501  STATE/COUNTY-  NC/MECKLENBURG
 FA4501  USGS QUAD   -  MINT HILL (1993)
 FA4501
 FA4501                         *CURRENT SURVEY CONTROL
 FA4501  ___________________________________________________________________
 FA4501* NAD 83(2001)-  35 07 31.87347(N)    080 44 29.97290(W)     NO CHECK  
 FA4501* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FA4501  ___________________________________________________________________
 FA4501  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FA4501  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA4501  HORZ ORDER  -  THIRD
 FA4501
 FA4501.The horizontal coordinates were established by classical geodetic methods
 FA4501.and adjusted by the National Geodetic Survey in August 2005.
 FA4501.No horizontal observational check was made to the station.
 FA4501
 FA4501.The orthometric height was scaled from a topographic map.
 FA4501
 FA4501.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4501
 FA4501.The geoid height was determined by GEOID03.
 FA4501
 FA4501;                    North         East     Units Scale Factor Converg.
 FA4501;SPC NC       -   153,978.785   450,879.506   MT  0.99987501   -1 00 18.8
 FA4501;SPC NC       -   505,178.73  1,479,260.51   sFT  0.99987501   -1 00 18.8
 FA4501;UTM  17      - 3,886,993.477   523,538.002   MT  0.99960683   +0 08 55.1
 FA4501
 FA4501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4501!SPC NC       -   0.99996978  x   0.99987501  =   0.99984480
 FA4501!UTM  17      -   0.99996978  x   0.99960683  =   0.99957663
 FA4501
 FA4501                          SUPERSEDED SURVEY CONTROL
 FA4501
 FA4501  NAD 83(1986)-  35 07 31.88842(N)    080 44 29.98139(W) AD(       ) 3
 FA4501
 FA4501.Superseded values are not recommended for survey control.
 FA4501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4501.See file dsdata.txt to determine how the superseded data were derived.
 FA4501
 FA4501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2353886993(NAD 83)
 FA4501_MARKER: A = ALUMINUM MARKER
 FA4501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4501_SP_SET: CONCRETE POST
 FA4501_STAMPING: 294
 FA4501_MARK LOGO: NC0870
 FA4501_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FA4501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4501+STABILITY: SURFACE MOTION
 FA4501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4501+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA4501
 FA4501  HISTORY     - Date     Condition        Report By
 FA4501  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4501  HISTORY     - 19960327 GOOD             USPSQD
 FA4501  HISTORY     - 20001004 GOOD             NCGS
 FA4501  HISTORY     - 20040505 GOOD             USPSQD
 FA4501  HISTORY     - 20060906 GOOD             USPSQD
 FA4501
 FA4501                          STATION DESCRIPTION
 FA4501
 FA4501'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4501'MARK IS LOCATED IN MECKLENBURG COUNTY, 15.30 KM (9.51 MI) SOUTH- EAST
 FA4501'OF CHARLOTTE.
 FA4501'MARK REACHED BY FIRST GOING TO GPS STATION M 094. (308.40 FT) TO REACH
 FA4501'THE STATION FROM THE INTERSECTION OF ROUTE 51 AND ROUTE 16 PROCEED
 FA4501'EAST ON ROUTE 51 FOR 4.50 KM (2.80 MI) TO THE INTERSECTION OF CHARING
 FA4501'CROSS ROAD.  GO NORTH ON CHARING CROSS ROAD FOR 0.40 KM (0.25 MI) TO
 FA4501'THE STATION LOCATED ON THE EAST RIGHT-OF-WAY OF THE ROAD. STATION IS
 FA4501'4.26 M (13.98 FT) S37E OF THE CENTERLINE OF CHARING CROSS ROAD, 15.66
 FA4501'M (51.38 FT)  N45E OF THE CENTERLINE OF A DRIVEWAY, 12.28 M
 FA4501'(40.29 FT) N25E OF UTILITY POLE NO.7010-009, AND 15.36 M (50.39 FT)
 FA4501'S15E OF FIRE HYDRANT NO.38.
 FA4501'TO REACH THE AZIMUTH MARK FROM GPS STATION M 094, PROCEED WEST ON
 FA4501'STRATFORDSHIRE FOR 0.64 KM (0.40 MI) TO THE MARK AT THE INTERSECTION
 FA4501'OF STRATFORDSHIRE ROAD AND TRAFAGAR STREET ON THE NORTHWEST CORNER OF
 FA4501'THE INTERSECTION, 1.52 M (4.99 FT) NORTH OF THE EDGE OF THE PAVEMENT
 FA4501'ON STRATFORDSHIRE ROAD. THE AZIMUTH MARK IS BEARING N55W AND DISTANCE
 FA4501'581.826 M (1908.874 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS
 FA4501'STAMPED 294.
 FA4501
 FA4501                          STATION RECOVERY (1996)
 FA4501
 FA4501'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4501'RECOVERED IN GOOD CONDITION.
 FA4501
 FA4501                          STATION RECOVERY (2000)
 FA4501
 FA4501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4501'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHWEST OF MATTHEWS.
 FA4501'PROCEED ALONG NC 51 FOR 0.5 MI (0.8 KM) WEST FROM MONROE ROAD (OLD US
 FA4501'74), THENCE NORTH FOR 0.25 MI (0.40 KM) ALONG CHARING CROSS ROAD,
 FA4501'THENCE WEST FOR 0.35 MI (0.56 KM) ALONG STRATFORDSHIRE DRIVE, TO THE
 FA4501'STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION WITH TRAFALGAR
 FA4501'PLACE. MARK IS ABOUT LEVEL WITH STRATFORDSHIRE DRIVE AND IS FLUSH WITH
 FA4501'THE GROUND.  LOCATED 17.0 FT (5.2 M) NORTHEAST OF THE CENTERLINE OF
 FA4501'STRATFORDSHIRE DRIVE, 21.0 FT (6.4 M) NORTHWEST OF THE CENTERLINE OF
 FA4501'TRAFALGAR PLACE, 21.0 FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF A
 FA4501'CONCRETE DRIVEWAY, 46.0 FT (14.0 M) NORTH-NORTHEAST OF A MANHOLE, AND
 FA4501'55.4 FT (16.9 M) WEST-NORTHWEST OF A POWER POLE--WITH A REFERENCE TAG.
 FA4501
 FA4501                          STATION RECOVERY (2004)
 FA4501
 FA4501'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4501'RECOVERED IN GOOD CONDITION.
 FA4501
 FA4501                          STATION RECOVERY (2006)
 FA4501
 FA4501'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9348 ***********************************************************************
 DE9348  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9348  DESIGNATION -  294W 200
 DE9348  PID         -  DE9348
 DE9348  STATE/COUNTY-  NC/GUILFORD
 DE9348  USGS QUAD   -  LAKE BRANDT (1994)
 DE9348
 DE9348                         *CURRENT SURVEY CONTROL
 DE9348  ___________________________________________________________________
 DE9348* NAD 83(2007)-  36 09 42.52110(N)    079 52 02.62554(W)     ADJUSTED  
 DE9348* NAVD 88     -       259.13   (meters)     850.2    (feet)  GPS OBS   
 DE9348  ___________________________________________________________________
 DE9348  EPOCH DATE  -        2002.00
 DE9348  X           -     907,010.348 (meters)                     COMP
 DE9348  Y           -  -5,075,197.592 (meters)                     COMP
 DE9348  Z           -   3,742,836.617 (meters)                     COMP
 DE9348  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 DE9348  ELLIP HEIGHT-         227.474 (meters)          (02/10/07) ADJUSTED
 DE9348  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE9348
 DE9348  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9348  Type    PID    Designation                      North   East  Ellip
 DE9348  -------------------------------------------------------------------
 DE9348  NETWORK DE9348 294W 200                          0.82   0.63   1.20
 DE9348  -------------------------------------------------------------------
 DE9348
 DE9348.The horizontal coordinates were established by GPS observations
 DE9348.and adjusted by the National Geodetic Survey in February 2007.
 DE9348
 DE9348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9348.The horizontal coordinates are valid at the epoch date displayed above.
 DE9348.The epoch date for horizontal control is a decimal equivalence
 DE9348.of Year/Month/Day.
 DE9348
 DE9348.The orthometric height was determined by GPS observations and a
 DE9348.high-resolution geoid model.
 DE9348.The orthometric height was determined by GPS observations and a
 DE9348.high-resolution geoid model using precise GPS observation and
 DE9348.processing techniques.
 DE9348
 DE9348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9348
 DE9348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9348
 DE9348.The ellipsoidal height was determined by GPS observations
 DE9348.and is referenced to NAD 83.
 DE9348
 DE9348.The geoid height was determined by GEOID03.
 DE9348
 DE9348;                    North         East     Units Scale Factor Converg.
 DE9348;SPC NC       -   267,895.963   531,554.777   MT  0.99999865   -0 30 02.3
 DE9348;SPC NC       -   878,922.01  1,743,942.63   sFT  0.99999865   -0 30 02.3
 DE9348;UTM  17      - 4,002,490.123   601,872.001   MT  0.99972787   +0 40 06.1
 DE9348
 DE9348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9348!SPC NC       -   0.99996430  x   0.99999865  =   0.99996295
 DE9348!UTM  17      -   0.99996430  x   0.99972787  =   0.99969218
 DE9348
 DE9348:                Primary Azimuth Mark                     Grid Az
 DE9348:SPC NC       -  294W 201                                 086 42 09.7
 DE9348:UTM  17      -  294W 201                                 085 32 01.3
 DE9348
 DE9348|---------------------------------------------------------------------|
 DE9348| PID    Reference Object                     Distance      Geod. Az  |
 DE9348|                                                           dddmmss.s |
 DE9348| DE9349 294W 201                            418.816 METERS 0861207.4 |
 DE9348|---------------------------------------------------------------------|
 DE9348
 DE9348                          SUPERSEDED SURVEY CONTROL
 DE9348
 DE9348  NAD 83(2001)-  36 09 42.52148(N)    079 52 02.62524(W) AD(       ) 1
 DE9348  ELLIP H (03/13/03)  227.472  (m)                       GP(       ) 4 2
 DE9348  NAD 83(1986)-  36 09 42.52789(N)    079 52 02.63292(W) AD(       ) 1
 DE9348
 DE9348.Superseded values are not recommended for survey control.
 DE9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9348.See file dsdata.txt to determine how the superseded data were derived.
 DE9348
 DE9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0187202490(NAD 83)
 DE9348_MARKER: DD = SURVEY DISK
 DE9348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9348_STAMPING: 294W.200 7/97
 DE9348_MARK LOGO: NC1940
 DE9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9348+STABILITY: SURFACE MOTION
 DE9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9348+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9348
 DE9348  HISTORY     - Date     Condition        Report By
 DE9348  HISTORY     - 1997     MONUMENTED       NC1940
 DE9348
 DE9348                          STATION DESCRIPTION
 DE9348
 DE9348'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9348'STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF THE DOWNTOWN
 DE9348'GREENSBORO CITY-COUNTY GOVERNMENT COMPLEX, AND 5.8 MI (9.3 KM)
 DE9348'NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG OWLS
 DE9348'ROOST ROAD APPROACHING BUR-MILL PARK.
 DE9348'PROCEED ALONG US 220-BATTLEGROUND AVENUE FOR 4.5 MI (7.2 KM) NORTHWEST
 DE9348'FROM WEST CONE BOULEVARD, THENCE RIGHT/EAST ALONG OWLS ROOST ROAD FOR
 DE9348'0.5 MI (0.8 KM) TO STATION ON LEFT/NORTH SIDE OF ROAD, NEAR A FENCE
 DE9348'CORNER.
 DE9348'MARK IS ABOUT 1/2-FOOT LOWER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9348'GROUND. LOCATED 25.3 FT (7.7 M) NORTH OF THE CENTERLINE OF ROAD, 66.6
 DE9348'FT (20.3 M) EAST OF A WOOD FENCE CORNER (BY PROPERTY IRON), AND 2.5 FT
 DE9348'(0.8 M) SOUTH OF A WOOD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9349 ***********************************************************************
 DE9349  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9349  DESIGNATION -  294W 201
 DE9349  PID         -  DE9349
 DE9349  STATE/COUNTY-  NC/GUILFORD
 DE9349  USGS QUAD   -  LAKE BRANDT (1994)
 DE9349
 DE9349                         *CURRENT SURVEY CONTROL
 DE9349  ___________________________________________________________________
 DE9349* NAD 83(2007)-  36 09 43.42080(N)    079 51 45.90573(W)     ADJUSTED  
 DE9349* NAVD 88     -       255.95   (meters)     839.7    (feet)  GPS OBS   
 DE9349  ___________________________________________________________________
 DE9349  EPOCH DATE  -        2002.00
 DE9349  X           -     907,418.410 (meters)                     COMP
 DE9349  Y           -  -5,075,105.429 (meters)                     COMP
 DE9349  Z           -   3,742,857.139 (meters)                     COMP
 DE9349  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 DE9349  ELLIP HEIGHT-         224.308 (meters)          (02/10/07) ADJUSTED
 DE9349  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DE9349
 DE9349  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9349  Type    PID    Designation                      North   East  Ellip
 DE9349  -------------------------------------------------------------------
 DE9349  NETWORK DE9349 294W 201                          0.84   0.67   1.27
 DE9349  -------------------------------------------------------------------
 DE9349
 DE9349.The horizontal coordinates were established by GPS observations
 DE9349.and adjusted by the National Geodetic Survey in February 2007.
 DE9349
 DE9349.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9349.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9349.The horizontal coordinates are valid at the epoch date displayed above.
 DE9349.The epoch date for horizontal control is a decimal equivalence
 DE9349.of Year/Month/Day.
 DE9349
 DE9349.The orthometric height was determined by GPS observations and a
 DE9349.high-resolution geoid model.
 DE9349.The orthometric height was determined by GPS observations and a
 DE9349.high-resolution geoid model using precise GPS observation and
 DE9349.processing techniques.
 DE9349
 DE9349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9349
 DE9349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9349
 DE9349.The ellipsoidal height was determined by GPS observations
 DE9349.and is referenced to NAD 83.
 DE9349
 DE9349.The geoid height was determined by GEOID03.
 DE9349
 DE9349;                    North         East     Units Scale Factor Converg.
 DE9349;SPC NC       -   267,920.051   531,972.900   MT  0.99999872   -0 29 52.6
 DE9349;SPC NC       -   879,001.03  1,745,314.42   sFT  0.99999872   -0 29 52.6
 DE9349;UTM  17      - 4,002,522.728   602,289.432   MT  0.99972892   +0 40 16.0
 DE9349
 DE9349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9349!SPC NC       -   0.99996480  x   0.99999872  =   0.99996352
 DE9349!UTM  17      -   0.99996480  x   0.99972892  =   0.99969373
 DE9349
 DE9349:                Primary Azimuth Mark                     Grid Az
 DE9349:SPC NC       -  294W 200                                 266 42 09.9
 DE9349:UTM  17      -  294W 200                                 265 32 01.3
 DE9349
 DE9349|---------------------------------------------------------------------|
 DE9349| PID    Reference Object                     Distance      Geod. Az  |
 DE9349|                                                           dddmmss.s |
 DE9349| DE9348 294W 200                            418.816 METERS 2661217.3 |
 DE9349|---------------------------------------------------------------------|
 DE9349
 DE9349                          SUPERSEDED SURVEY CONTROL
 DE9349
 DE9349  NAD 83(2001)-  36 09 43.42118(N)    079 51 45.90546(W) AD(       ) 1
 DE9349  ELLIP H (03/13/03)  224.303  (m)                       GP(       ) 4 2
 DE9349  NAD 83(1986)-  36 09 43.42760(N)    079 51 45.91313(W) AD(       ) 1
 DE9349
 DE9349.Superseded values are not recommended for survey control.
 DE9349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9349.See file dsdata.txt to determine how the superseded data were derived.
 DE9349
 DE9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0228902523(NAD 83)
 DE9349_MARKER: DD = SURVEY DISK
 DE9349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9349_STAMPING: 294W.201 7/97
 DE9349_MARK LOGO: NC1940
 DE9349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9349+STABILITY: SURFACE MOTION
 DE9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9349+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9349
 DE9349  HISTORY     - Date     Condition        Report By
 DE9349  HISTORY     - 1997     MONUMENTED       NC1940
 DE9349
 DE9349                          STATION DESCRIPTION
 DE9349
 DE9349'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9349'STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF THE DOWNTOWN
 DE9349'GREENSBORO CITY-COUNTY GOVERNMENT COMPLEX, AND 6.0 MI (9.7 KM)
 DE9349'NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG OWLS
 DE9349'ROOST ROAD BORDERING BUR-MILL PARK.
 DE9349'PROCEED ALONG US 220-BATTLEGROUND AVENUE FOR 4.5 MI (7.2 KM) NORTHWEST
 DE9349'FROM WEST CONE BOULEVARD, THENCE RIGHT/EAST ALONG OWLS ROOST ROAD FOR
 DE9349'0.7 MI (1.1 KM) TO STATION ON RIGHT/SOUTH SIDE OF ROAD, AT THE EAST
 DE9349'END OF A CLEARING, AND ABOUT 65-FEET WEST OF A POWER LINE CROSSING
 DE9349'ROAD.
 DE9349'MARK IS ABOUT 2-FEET LOWER THAN CENTER OF ROAD, AND RECESSED 2-INCHES
 DE9349'BELOW THE GROUND. LOCATED 21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF
 DE9349'ROAD, 22.9 FT (7.0 M) WEST-NORTHWEST OF A FENCE CORNER (AT END OF
 DE9349'CLEARING), AND 75.6 FT (23.0 M) WEST-SOUTHWEST OF A TELEVISION CABLE
 DE9349'BOX ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4502 ***********************************************************************
 FA4502  DESIGNATION -  295 AZ MK
 FA4502  PID         -  FA4502
 FA4502  STATE/COUNTY-  NC/MECKLENBURG
 FA4502  USGS QUAD   -  MATTHEWS (1988)
 FA4502
 FA4502                         *CURRENT SURVEY CONTROL
 FA4502  ___________________________________________________________________
 FA4502* NAD 83(2001)-  35 07 04.41646(N)    080 42 05.06324(W)     NO CHECK  
 FA4502* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 FA4502  ___________________________________________________________________
 FA4502  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FA4502  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA4502  HORZ ORDER  -  THIRD
 FA4502
 FA4502.The horizontal coordinates were established by classical geodetic methods
 FA4502.and adjusted by the National Geodetic Survey in August 2005.
 FA4502.No horizontal observational check was made to the station.
 FA4502
 FA4502.The orthometric height was scaled from a topographic map.
 FA4502
 FA4502.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4502
 FA4502.The geoid height was determined by GEOID03.
 FA4502
 FA4502;                    North         East     Units Scale Factor Converg.
 FA4502;SPC NC       -   153,069.244   454,532.970   MT  0.99987531   -0 58 55.2
 FA4502;SPC NC       -   502,194.68  1,491,246.92   sFT  0.99987531   -0 58 55.2
 FA4502;UTM  17      - 3,886,157.913   527,208.059   MT  0.99960912   +0 10 18.4
 FA4502
 FA4502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4502!SPC NC       -   0.99996884  x   0.99987531  =   0.99984415
 FA4502!UTM  17      -   0.99996884  x   0.99960912  =   0.99957797
 FA4502
 FA4502                          SUPERSEDED SURVEY CONTROL
 FA4502
 FA4502  NAD 83(1986)-  35 07 04.43112(N)    080 42 05.07173(W) AD(       ) 3
 FA4502
 FA4502.Superseded values are not recommended for survey control.
 FA4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4502.See file dsdata.txt to determine how the superseded data were derived.
 FA4502
 FA4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2720886158(NAD 83)
 FA4502_MARKER: A = ALUMINUM MARKER
 FA4502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4502_SP_SET: SIDEWALK
 FA4502_STAMPING: 295
 FA4502_MARK LOGO: NC0870
 FA4502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4502+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 FA4502
 FA4502  HISTORY     - Date     Condition        Report By
 FA4502  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4502  HISTORY     - 19960327 GOOD             USPSQD
 FA4502  HISTORY     - 20001003 SEE DESCRIPTION  NCGS
 FA4502  HISTORY     - 20040505 GOOD             USPSQD
 FA4502
 FA4502                          STATION DESCRIPTION
 FA4502
 FA4502'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4502'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.71 KM (11.00 MI) SOUTHEAST
 FA4502'OF CHARLOTTE.
 FA4502'MARK REACHED BY FIRST GOING TO GPS STATION M 095. (311.68 FT) TO REACH
 FA4502'THE STATION FROM THE INTERSECTION OF U.S.74 AND ROUTE 51, PROCEED
 FA4502'WEST ON ROUTE 51 FOR 0.88 KM (0.55 MI) TO THE STATION LOCATED ON THE
 FA4502'SOUTH RIGHT-OF-WAY OF THE ROAD. STATION IS 9.78 M (32.09 FT) S15W OF
 FA4502'THE CENTERLINE OF ROUTE 51, 5.54 M (18.18 FT) N81W OF A UTILITY POLE
 FA4502'WITH A TAG, 18.01 M (59.09 FT) N21W OF WATER MAIN NO.8, AND 5.30 M
 FA4502'(17.39 FT) SOUTH OF THE EDGE OF THE PAVEMENT.
 FA4502'TO REACH THE AZIMUTH MARK FROM GPS STATION M 095, PROCEED EAST ON
 FA4502'ROUTE 51 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE SOUTH RIGHT OF WAY
 FA4502'OF THE ROAD, 2.04 M (6.69 FT) SOUTH OF THE EDGE OF THE PAVEMENT. THE
 FA4502'AZIMUTH MARK IS COMPASS BEARING N87E AND DISTANCE 539.652 M
 FA4502'(1770.508 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 295.
 FA4502
 FA4502                          STATION RECOVERY (1996)
 FA4502
 FA4502'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4502'RECOVERED IN GOOD CONDITION.
 FA4502
 FA4502                          STATION RECOVERY (2000)
 FA4502
 FA4502'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4502'THE STATION APPEARS TO HAVE BEEN MOVED.  THE ORIGINAL DESCRIPTION DOES
 FA4502'NOT STATE A SETTING CODE, BUT THE DISK IS NOW SET IN THE SIDEWALK WITH
 FA4502'THE ARROW ROTATED ABOUT 200 DEGREES OFF LINE FROM THE STATION, M095.
 FA4502'STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF CHARLOTTE AND
 FA4502'1.2 MI (1.9 KM) EAST OF MATTHEWS. ALONG MATTHEWS-PINEVILLE ROAD (OLD
 FA4502'NC 51) FOR 0.25 MI (0.40 KM) WEST FROM US 74, ON THE SOUTH SIDE OF THE
 FA4502'ROAD. MARK IS ABOUT LEVEL WITH MATTHEWS-PINEVILLE ROAD.  LOCATED 26.0
 FA4502'FT (7.9 M) SOUTH OF THE CENTERLINE OF MATTHEWS-PINEVILLE ROAD, 128.0
 FA4502'FT (39.0 M) WEST OF THE CENTERLINE OF BRIGMAN ROAD, 68.7 FT (20.9 M)
 FA4502'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY STUCCO OFFICE
 FA4502'BUILDING--AND 55.7 FT (17.0 M) WEST OF A POWER POLE--WITH A REFERENCE
 FA4502'TAG.
 FA4502
 FA4502                          STATION RECOVERY (2004)
 FA4502
 FA4502'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4502'MARKER IS NOW IN THE MIDDLE OF THE SIDEWALK ON THE S SIDE OF
 FA4502'MATTHEWS-MINT HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0197 ***********************************************************************
 EA0197  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0197  DESIGNATION -  296
 EA0197  PID         -  EA0197
 EA0197  STATE/COUNTY-  NC/CARTERET
 EA0197  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA0197
 EA0197                         *CURRENT SURVEY CONTROL
 EA0197  ___________________________________________________________________
 EA0197* NAD 83(2001)-  34 36 08.77912(N)    076 32 30.11068(W)     ADJUSTED  
 EA0197* NAVD 88     -         3.767  (meters)      12.36   (feet)  ADJUSTED  
 EA0197  ___________________________________________________________________
 EA0197  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EA0197  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 EA0197  DYNAMIC HT  -           3.764 (meters)      12.35  (feet)  COMP
 EA0197  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 EA0197
 EA0197  HORZ ORDER  -  THIRD
 EA0197  VERT ORDER  -  SECOND    CLASS 0
 EA0197
 EA0197.The horizontal coordinates were established by classical geodetic methods
 EA0197.and adjusted by the National Geodetic Survey in August 2005.
 EA0197
 EA0197.The orthometric height was determined by differential leveling
 EA0197.and adjusted in June 1991.
 EA0197
 EA0197.This Tidal Bench Mark is designated as VM 3569
 EA0197.by the Center for Operational Oceanographic Products and Services.
 EA0197
 EA0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0197
 EA0197.The geoid height was determined by GEOID03.
 EA0197
 EA0197.The dynamic height is computed by dividing the NAVD 88
 EA0197.geopotential number by the normal gravity value computed on the
 EA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0197.degrees latitude (g = 980.6199 gals.).
 EA0197
 EA0197.The modeled gravity was interpolated from observed gravity values.
 EA0197
 EA0197;                    North         East     Units Scale Factor Converg.
 EA0197;SPC NC       -    97,354.292   835,057.764   MT  0.99993634   +1 25 07.9
 EA0197;SPC NC       -   319,403.21  2,739,685.35   sFT  0.99993634   +1 25 07.9
 EA0197;UTM  18      - 3,830,036.675   358,634.414   MT  0.99984632   -0 52 32.3
 EA0197
 EA0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0197!SPC NC       -   1.00000531  x   0.99993634  =   0.99994165
 EA0197!UTM  18      -   1.00000531  x   0.99984632  =   0.99985163
 EA0197
 EA0197                          SUPERSEDED SURVEY CONTROL
 EA0197
 EA0197  NAD 83(1986)-  34 36 08.79215(N)    076 32 30.11426(W) AD(       ) 3
 EA0197  NAD 27      -  34 36 08.19713(N)    076 32 31.39653(W) AD(       ) 3
 EA0197  NGVD 29 (??/??/92)    4.112  (m)           13.49   (f) ADJ UNCH    2 0
 EA0197
 EA0197.Superseded values are not recommended for survey control.
 EA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0197.See file dsdata.txt to determine how the superseded data were derived.
 EA0197
 EA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5863430037(NAD 83)
 EA0197_MARKER: DD = SURVEY DISK
 EA0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0197_STAMPING: COAST ARTILLERY TOWER CENTER SCR 296 1942
 EA0197_MARK LOGO: USE   
 EA0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0197+STABILITY: SURFACE MOTION
 EA0197
 EA0197  HISTORY     - Date     Condition        Report By
 EA0197  HISTORY     - 1943     MONUMENTED       CGS
 EA0197  HISTORY     - 1960     GOOD             NGS
 EA0197  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA0197
 EA0197                          STATION DESCRIPTION
 EA0197
 EA0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA0197'THE STATION IS LOCATED ON CORE BANK ABOUT 250 YD. E OF THE MOST
 EA0197'W POINT OF CORE BANK AND CAPE LOOKOUT, AND ABOUT 0.75 MI. N-NW
 EA0197'OF THE S TIP OF CAPE LOOKOUT, AND 1.5 MI. S-SW OF CAPE LOOKOUT
 EA0197'LIGHTHOUSE.  THE MARK IS ON A SAND MOUND ABOUT 8 FT. ABOVE THE
 EA0197'LEVEL AREA TO THE N.
 EA0197'
 EA0197'A 110-FT. SKELETON STEEL STRUCTURE, WITH A TANK-LIKE STRUCTURE
 EA0197'AT THE TOP, HAS BEEN ERECTED OVER THE MARK BY THE ARMY.  THIS
 EA0197'IS A PERMANENT STRUCTURE.  THE STATION IS MARKED BY A BRONZE
 EA0197'DISK, INSCRIBED HARBOR DEFENSES OF BEAUFORT INLET AND STAMPED
 EA0197'SCR 296 1942.  THE STATION MARK IS NOT THE CENTER OF THE DISK,
 EA0197'BUT IS A CROSS SCRATCHED ON THE DISK.
 EA0197'
 EA0197'THERE ARE NO REFERENCE MARKS.
 EA0197'
 EA0197'THE STATION WAS OCCUPIED ONLY FOR TRAVERSE MEASUREMENTS.
 EA0197'
 EA0197'THIS IS AN INTERSECTION STATION.
 EA0197
 EA0197                          STATION RECOVERY (1960)
 EA0197
 EA0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EA0197'AT CAPE LOOKOUT.
 EA0197'AT CAPE LOOKOUT, ON CORE BANKS, ABOUT 0.1 MILE WEST OVER SAND
 EA0197'DUNES FROM COAST GUARD STATION, ABOUT 150 YARDS SOUTHWEST OF
 EA0197'SOUTHWEST END OF CONCRETE ROAD LEADING TO THE COAST GUARD DOCKS,
 EA0197'ON THE TOP OF A SAND DUNE, AND DIRECTLY BETWEEN FOUR CONCRETE
 EA0197'BLOCKS THAT ARE 6-INCHES SQUARE AND ALSO SET ON DUNE, AND SET IN
 EA0197'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  STAMPED COAST
 EA0197'ARTILLERY TOWER CENTER SCR 296 1942.
 EA0197
 EA0197                          STATION RECOVERY (2003)
 EA0197
 EA0197'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4503 ***********************************************************************
 FA4503  DESIGNATION -  296 AZ MK
 FA4503  PID         -  FA4503
 FA4503  STATE/COUNTY-  NC/MECKLENBURG
 FA4503  USGS QUAD   -  MATTHEWS (1988)
 FA4503
 FA4503                         *CURRENT SURVEY CONTROL
 FA4503  ___________________________________________________________________
 FA4503* NAD 83(2001)-  35 06 58.89920(N)    080 40 06.95657(W)     NO CHECK  
 FA4503* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 FA4503  ___________________________________________________________________
 FA4503  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FA4503  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA4503  HORZ ORDER  -  THIRD
 FA4503
 FA4503.The horizontal coordinates were established by classical geodetic methods
 FA4503.and adjusted by the National Geodetic Survey in August 2005.
 FA4503.No horizontal observational check was made to the station.
 FA4503
 FA4503.The orthometric height was scaled from a topographic map.
 FA4503
 FA4503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4503
 FA4503.The geoid height was determined by GEOID03.
 FA4503
 FA4503;                    North         East     Units Scale Factor Converg.
 FA4503;SPC NC       -   152,848.507   457,519.935   MT  0.99987537   -0 57 47.0
 FA4503;SPC NC       -   501,470.48  1,501,046.65   sFT  0.99987537   -0 57 47.0
 FA4503;UTM  17      - 3,885,997.407   530,198.070   MT  0.99961124   +0 11 26.3
 FA4503
 FA4503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4503!SPC NC       -   0.99996868  x   0.99987537  =   0.99984406
 FA4503!UTM  17      -   0.99996868  x   0.99961124  =   0.99957994
 FA4503
 FA4503                          SUPERSEDED SURVEY CONTROL
 FA4503
 FA4503  NAD 83(1986)-  35 06 58.91380(N)    080 40 06.96510(W) AD(       ) 3
 FA4503
 FA4503.Superseded values are not recommended for survey control.
 FA4503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4503.See file dsdata.txt to determine how the superseded data were derived.
 FA4503
 FA4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3019885997(NAD 83)
 FA4503_MARKER: A = ALUMINUM MARKER
 FA4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4503_SP_SET: CONCRETE POST
 FA4503_STAMPING: 296
 FA4503_MARK LOGO: NC0870
 FA4503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4503+STABILITY: SURFACE MOTION
 FA4503
 FA4503  HISTORY     - Date     Condition        Report By
 FA4503  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4503  HISTORY     - 19970926 GOOD             USPSQD
 FA4503  HISTORY     - 20001004 SEE DESCRIPTION  NCGS
 FA4503  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 FA4503
 FA4503                          STATION DESCRIPTION
 FA4503
 FA4503'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4503'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.15 KM (12.52 MI) SOUTHEAST
 FA4503'OF CHARLOTTE.
 FA4503'MARK REACHED BY FIRST GOING TO GPS STATION M 096. (314.96 FT) TO REACH
 FA4503'THE STATION FROM THE INTERSECTION OF U.S. 74 AND ROUTE 51, PROCEED
 FA4503'EAST ON ROUTE 51 FOR 1.92 KM (1.19 MI) TO THE INTERSECTION OF S
 FA4503'.R.3176 (PHILLIPS ROAD).  GO SOUTH ON S.R. 3176 FOR 1.93 KM (1.20 MI)
 FA4503'TO THE INTERSECTION OF S.R.3177 (MT. HARMONY CHURCH ROAD).  PROCEED
 FA4503'WEST ON S.R.3177 FOR 30.47 M (99.97 FT) TO THE STATION LOCATED ON THE
 FA4503'NORTH RIGHT-OF-WAY OF THE ROAD. STATION IS 8.59 M (28.18 FT) N37W OF
 FA4503'THE CENTERLINE OF S.R.3177, 5.36 M (17.59 FT) N89E OF A UTILITY POLE
 FA4503'WITH A TAG, 35.47 M (116.37 FT) N59E OF A UTILITY POLE AT THE
 FA4503'ENTRANCE TO THE MT. HARMONY BAPTIST CHURCH PARKING LOT, AND 6.40 M
 FA4503'(21.00 FT) N37W OF THE EDGE OF THE PAVEMENT.
 FA4503'TO REACH THE AZIMUTH MARK FROM GPS STATION M 096, PROCEED SOUTH ON S
 FA4503'.R. 3176 FOR 0.40 KM (0.25 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY OF
 FA4503'THE ROAD, 1.15 M (3.77 FT) WEST OF THE EDGE OF THE PAVEMENT. THE
 FA4503'AZIMUTH MARK IS COMPASS BEARING S77E AND DISTANCE 440.498 M
 FA4503'(1445.201 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 296.
 FA4503
 FA4503                          STATION RECOVERY (1997)
 FA4503
 FA4503'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4503'RECOVERED IN GOOD CONDITION.
 FA4503
 FA4503                          STATION RECOVERY (2000)
 FA4503
 FA4503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4503'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
 FA4503
 FA4503                          STATION RECOVERY (2004)
 FA4503
 FA4503'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA4503'ROAD HAS BEEN WIDENED HERE AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9309 ***********************************************************************
 DE9309  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9309  DESIGNATION -  296E 200
 DE9309  PID         -  DE9309
 DE9309  STATE/COUNTY-  NC/GUILFORD
 DE9309  USGS QUAD   -  LAKE BRANDT (1994)
 DE9309
 DE9309                         *CURRENT SURVEY CONTROL
 DE9309  ___________________________________________________________________
 DE9309* NAD 83(2007)-  36 09 32.99349(N)    079 49 09.66594(W)     ADJUSTED  
 DE9309* NAVD 88     -       248.97   (meters)     816.8    (feet)  GPS OBS   
 DE9309  ___________________________________________________________________
 DE9309  EPOCH DATE  -        2002.00
 DE9309  X           -     911,294.952 (meters)                     COMP
 DE9309  Y           -  -5,074,597.906 (meters)                     COMP
 DE9309  Z           -   3,742,593.644 (meters)                     COMP
 DE9309  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 DE9309  ELLIP HEIGHT-         217.531 (meters)          (02/10/07) ADJUSTED
 DE9309  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DE9309
 DE9309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9309  Type    PID    Designation                      North   East  Ellip
 DE9309  -------------------------------------------------------------------
 DE9309  NETWORK DE9309 296E 200                          0.80   0.78   1.33
 DE9309  -------------------------------------------------------------------
 DE9309
 DE9309.The horizontal coordinates were established by GPS observations
 DE9309.and adjusted by the National Geodetic Survey in February 2007.
 DE9309
 DE9309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9309.The horizontal coordinates are valid at the epoch date displayed above.
 DE9309.The epoch date for horizontal control is a decimal equivalence
 DE9309.of Year/Month/Day.
 DE9309
 DE9309.The orthometric height was determined by GPS observations and a
 DE9309.high-resolution geoid model.
 DE9309.The orthometric height was determined by GPS observations and a
 DE9309.high-resolution geoid model using precise GPS observation and
 DE9309.processing techniques.
 DE9309
 DE9309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9309
 DE9309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9309
 DE9309.The ellipsoidal height was determined by GPS observations
 DE9309.and is referenced to NAD 83.
 DE9309
 DE9309.The geoid height was determined by GEOID03.
 DE9309
 DE9309;                    North         East     Units Scale Factor Converg.
 DE9309;SPC NC       -   267,565.579   535,875.179   MT  0.99999791   -0 28 22.5
 DE9309;SPC NC       -   877,838.07  1,758,117.15   sFT  0.99999791   -0 28 22.5
 DE9309;UTM  17      - 4,002,248.038   606,197.099   MT  0.99973896   +0 41 48.1
 DE9309
 DE9309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9309!SPC NC       -   0.99996586  x   0.99999791  =   0.99996377
 DE9309!UTM  17      -   0.99996586  x   0.99973896  =   0.99970483
 DE9309
 DE9309:                Primary Azimuth Mark                     Grid Az
 DE9309:SPC NC       -  297W 200                                 135 19 09.8
 DE9309:UTM  17      -  297W 200                                 134 08 59.2
 DE9309
 DE9309|---------------------------------------------------------------------|
 DE9309| PID    Reference Object                     Distance      Geod. Az  |
 DE9309|                                                           dddmmss.s |
 DE9309| DE9310 297W 200                            476.316 METERS 1345047.3 |
 DE9309|---------------------------------------------------------------------|
 DE9309
 DE9309                          SUPERSEDED SURVEY CONTROL
 DE9309
 DE9309  NAD 83(2001)-  36 09 32.99399(N)    079 49 09.66543(W) AD(       ) 1
 DE9309  ELLIP H (03/13/03)  217.526  (m)                       GP(       ) 4 2
 DE9309  NAD 83(1986)-  36 09 33.00060(N)    079 49 09.67304(W) AD(       ) 1
 DE9309
 DE9309.Superseded values are not recommended for survey control.
 DE9309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9309.See file dsdata.txt to determine how the superseded data were derived.
 DE9309
 DE9309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0619702248(NAD 83)
 DE9309_MARKER: DD = SURVEY DISK
 DE9309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9309_STAMPING: 296E.200 7/97
 DE9309_MARK LOGO: NC1940
 DE9309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9309+STABILITY: SURFACE MOTION
 DE9309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9309+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9309
 DE9309  HISTORY     - Date     Condition        Report By
 DE9309  HISTORY     - 1997     MONUMENTED       NC1940
 DE9309
 DE9309                          STATION DESCRIPTION
 DE9309
 DE9309'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9309'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF THE CITY-COUNTY
 DE9309'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, 8 MI (12.9 KM)
 DE9309'NORTH-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND IN
 DE9309'THE LAKE JEANETTE REGION ALONG BASS CHAPEL ROAD.
 DE9309'PROCEED ALONG WEST CONE BOULEVARD FOR 0.5 MI (0.8 KM) EAST FROM US
 DE9309'220-BATTLEGROUND AVENUE, THENCE LEFT/NORTH FOR 1.4 MI (2.3 KM) ALONG
 DE9309'LAWNDALE DRIVE, THENCE RIGHT/NORTHEAST FOR 1.95 MI (3.14 KM) ALONG
 DE9309'LAKE JEANETTE ROAD, THENCE LEFT/NORTH FOR 1.0 MI (1.6 KM) ALONG BASS
 DE9309'CHAPEL ROAD TO STATION ON LEFT/SOUTHWEST SIDE OF ROAD, AND ABOUT
 DE9309'200-FEET SOUTHEAST OF INTERSECTION WITH NETFIELD ROAD.
 DE9309'MARK IS ABOUT 1.5-FEET LOWER THAN CENTER OF ROAD, AND RECESSED
 DE9309'3-INCHES BELOW THE GROUND. LOCATED 17.8 FT (5.4 M) SOUTHWEST OF THE
 DE9309'CENTERLINE OF ROAD, 190.8 FT (58.2 M) SOUTHWEST OF THE
 DE9309'CENTERLINE-INTERSECTION OF BASS CHAPEL ROAD AND NETFIELD ROAD, AND
 DE9309'68.5 FT (20.9 M) SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9430 ***********************************************************************
 DE9430  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9430  DESIGNATION -  296W 200
 DE9430  PID         -  DE9430
 DE9430  STATE/COUNTY-  NC/GUILFORD
 DE9430  USGS QUAD   -  LAKE BRANDT (1994)
 DE9430
 DE9430                         *CURRENT SURVEY CONTROL
 DE9430  ___________________________________________________________________
 DE9430* NAD 83(2007)-  36 09 31.22742(N)    079 49 50.52905(W)     ADJUSTED  
 DE9430* NAVD 88     -       260.13   (meters)     853.4    (feet)  GPS OBS   
 DE9430  ___________________________________________________________________
 DE9430  EPOCH DATE  -        2002.00
 DE9430  X           -     910,296.862 (meters)                     COMP
 DE9430  Y           -  -5,074,818.791 (meters)                     COMP
 DE9430  Z           -   3,742,556.252 (meters)                     COMP
 DE9430  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 DE9430  ELLIP HEIGHT-         228.647 (meters)          (02/10/07) ADJUSTED
 DE9430  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DE9430
 DE9430  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9430  Type    PID    Designation                      North   East  Ellip
 DE9430  -------------------------------------------------------------------
 DE9430  NETWORK DE9430 296W 200                          1.51   1.27   2.31
 DE9430  -------------------------------------------------------------------
 DE9430
 DE9430.The horizontal coordinates were established by GPS observations
 DE9430.and adjusted by the National Geodetic Survey in February 2007.
 DE9430
 DE9430.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9430.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9430.The horizontal coordinates are valid at the epoch date displayed above.
 DE9430.The epoch date for horizontal control is a decimal equivalence
 DE9430.of Year/Month/Day.
 DE9430
 DE9430.The orthometric height was determined by GPS observations and a
 DE9430.high-resolution geoid model.
 DE9430.The orthometric height was determined by GPS observations and a
 DE9430.high-resolution geoid model using precise GPS observation and
 DE9430.processing techniques.
 DE9430
 DE9430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9430
 DE9430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9430
 DE9430.The ellipsoidal height was determined by GPS observations
 DE9430.and is referenced to NAD 83.
 DE9430
 DE9430.The geoid height was determined by GEOID03.
 DE9430
 DE9430;                    North         East     Units Scale Factor Converg.
 DE9430;SPC NC       -   267,519.635   534,853.385   MT  0.99999778   -0 28 46.0
 DE9430;SPC NC       -   877,687.34  1,754,764.81   sFT  0.99999778   -0 28 46.0
 DE9430;UTM  17      - 4,002,181.265   605,176.722   MT  0.99973630   +0 41 23.9
 DE9430
 DE9430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9430!SPC NC       -   0.99996412  x   0.99999778  =   0.99996190
 DE9430!UTM  17      -   0.99996412  x   0.99973630  =   0.99970043
 DE9430
 DE9430:                Primary Azimuth Mark                     Grid Az
 DE9430:SPC NC       -  369W 200                                 353 27 00.5
 DE9430:UTM  17      -  369W 200                                 352 16 50.6
 DE9430
 DE9430|---------------------------------------------------------------------|
 DE9430| PID    Reference Object                     Distance      Geod. Az  |
 DE9430|                                                           dddmmss.s |
 DE9430| DE9429 369W 200                            APPROX. 0.5 KM 3525814.5 |
 DE9430|---------------------------------------------------------------------|
 DE9430
 DE9430                          SUPERSEDED SURVEY CONTROL
 DE9430
 DE9430  NAD 83(2001)-  36 09 31.22792(N)    079 49 50.52864(W) AD(       ) 1
 DE9430  ELLIP H (03/13/03)  228.642  (m)                       GP(       ) 4 2
 DE9430  NAD 83(1986)-  36 09 31.23446(N)    079 49 50.53627(W) AD(       ) 1
 DE9430
 DE9430.Superseded values are not recommended for survey control.
 DE9430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9430.See file dsdata.txt to determine how the superseded data were derived.
 DE9430
 DE9430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0517702181(NAD 83)
 DE9430_MARKER: DD = SURVEY DISK
 DE9430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9430_STAMPING: 296W200 1999
 DE9430_MARK LOGO: NC1940
 DE9430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9430+STABILITY: SURFACE MOTION
 DE9430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9430+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9430
 DE9430  HISTORY     - Date     Condition        Report By
 DE9430  HISTORY     - 1999     MONUMENTED       NC1940
 DE9430
 DE9430                          STATION DESCRIPTION
 DE9430
 DE9430'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9430'STATION IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9430'GREENSBORO GOVERNMENT PLAZA, AND 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF
 DE9430'HILLSDALE.
 DE9430'ALONG SR 2334 (AIR HARBOR ROAD), 0.1 MI (0.2 KM) EAST OF SR 2347 (LAKE
 DE9430'BRANDT ROAD), IN THE NORTHEAST QUADRANT OF INTERSECTION WITH SR 2419
 DE9430'(OAK TREE ROAD).
 DE9430'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF SR 2419 AND RECESSED
 DE9430'4-INCHES BELOW THE GROUND. LOCATED 17.7 FT (5.4 M) EAST OF THE
 DE9430'CENTERLINE OF OAK TREE ROAD, 48.0 FT (14.6 M) NORTH OF THE CENTERLINE
 DE9430'OF AIR HARBOR ROAD, AND 81.0 FT (24.7 M) WEST OF A POWER POLE WITH
 DE9430'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4504 ***********************************************************************
 FA4504  DESIGNATION -  297 AZ MK
 FA4504  PID         -  FA4504
 FA4504  STATE/COUNTY-  NC/MECKLENBURG
 FA4504  USGS QUAD   -  FORT MILL (1993)
 FA4504
 FA4504                         *CURRENT SURVEY CONTROL
 FA4504  ___________________________________________________________________
 FA4504* NAD 83(2001)-  35 04 52.57680(N)    080 53 35.16357(W)     NO CHECK  
 FA4504* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 FA4504  ___________________________________________________________________
 FA4504  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 FA4504  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA4504  HORZ ORDER  -  THIRD
 FA4504
 FA4504.The horizontal coordinates were established by classical geodetic methods
 FA4504.and adjusted by the National Geodetic Survey in August 2005.
 FA4504.No horizontal observational check was made to the station.
 FA4504
 FA4504.The orthometric height was scaled from a topographic map.
 FA4504
 FA4504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4504
 FA4504.The geoid height was determined by GEOID03.
 FA4504
 FA4504;                    North         East     Units Scale Factor Converg.
 FA4504;SPC NC       -   149,323.849   436,986.241   MT  0.99987700   -1 05 33.5
 FA4504;SPC NC       -   489,906.66  1,433,679.03   sFT  0.99987700   -1 05 33.5
 FA4504;UTM  17      - 3,882,061.032   509,745.059   MT  0.99960117   +0 03 41.2
 FA4504
 FA4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4504!SPC NC       -   0.99997655  x   0.99987700  =   0.99985355
 FA4504!UTM  17      -   0.99997655  x   0.99960117  =   0.99957773
 FA4504
 FA4504                          SUPERSEDED SURVEY CONTROL
 FA4504
 FA4504  NAD 83(1986)-  35 04 52.59199(N)    080 53 35.17145(W) AD(       ) 3
 FA4504
 FA4504.Superseded values are not recommended for survey control.
 FA4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4504.See file dsdata.txt to determine how the superseded data were derived.
 FA4504
 FA4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0974582061(NAD 83)
 FA4504_MARKER: A = ALUMINUM MARKER
 FA4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4504_SP_SET: CONCRETE POST
 FA4504_STAMPING: 297
 FA4504_MARK LOGO: NC0870
 FA4504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4504+STABILITY: SURFACE MOTION
 FA4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4504+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2007
 FA4504
 FA4504  HISTORY     - Date     Condition        Report By
 FA4504  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4504  HISTORY     - 19960319 GOOD             USPSQD
 FA4504  HISTORY     - 20050330 MARK NOT FOUND   USPSQD
 FA4504  HISTORY     - 20070722 GOOD             GEOCAC
 FA4504
 FA4504                          STATION DESCRIPTION
 FA4504
 FA4504'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4504'MARK IS LOCATED IN MECKLENBURG COUNTY, 17.71 KM (11.00 MI) SOUTH OF
 FA4504'CHARLOTTE.
 FA4504'MARK REACHED BY FIRST GOING TO GPS STATION M 097. (318.24 FT) TO REACH
 FA4504'THE STATION FROM THE INTERSECTION OF U.S.521 AND ROUTE 51, PROCEED
 FA4504'WEST ON ROUTE 51 FOR 0.24 KM (0.15 MI) TO THE INTERSECTION OF JOHNSON
 FA4504'DRIVE.  GO SOUTH ON JOHNSON DRIVE FOR 0.16 KM (0.10 MI) TO
 FA4504'INTERSECTION OF CONE STREET. PROCEED WEST ON CONE STREET FOR 0.08 KM
 FA4504'(0.05 MI) TO THE INTERSECTION OF LAKEVIEW DRIVE. GO SOUTH ON LAKEVIEW
 FA4504'DRIVE FOR 0.72 KM (0.45 MI) TO THE STATION LOCATED IN THE NORTH
 FA4504'RIGHT-OF-WAY OF THE ROAD. STATION IS 1.85 M (6.07 FT) N47E OF A
 FA4504'UTILITY POLE WITH A TAG, 46.75 M (153.38 FT) S65W OF A UTILITY POLE
 FA4504'WITH A TAG, 6.97 M (22.87 FT) N26W OF THE CENTERLINE OF LAKEVIEW
 FA4504'DRIVE, AND 9.02 M (29.59 FT)  S20W OF A ROAD MARKER FOR LAKEVIEW
 FA4504'DRIVE AND BOATWRIGHT ROAD.
 FA4504'TO REACH THE AZIMUTH MARK FROM GPS STATION M 097, PROCEED EAST ON
 FA4504'LAKEVIEW DRIVE FOR 0.56 KM (0.35 MI) TO THE MARK IN THE SOUTH
 FA4504'RIGHT-OF-WAY OF THE ROAD, 1.06 M (3.48 FT) SOUTH OF THE BACK OF THE
 FA4504'CURB. THE AZIMUTH MARK IS COMPASS BEARING N54E AND DISTANCE 631.249 M
 FA4504'(2071.023 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 297.
 FA4504
 FA4504                          STATION RECOVERY (1996)
 FA4504
 FA4504'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4504'RECOVERED IN GOOD CONDITION.
 FA4504
 FA4504                          STATION RECOVERY (2005)
 FA4504
 FA4504'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA4504'COORDINATES GIVEN ON DATA SHEET ARE WAY OFF IN MINUTES INDICATED.
 FA4504'UNABLE TO LOCATE MARK FROM MEASUREMENTS AS INTERSECTION HAS BEEN
 FA4504'IMPROVED WITH NEW STREET SIGNS AND TRAFFIC ISLANDS.
 FA4504
 FA4504                          STATION RECOVERY (2007)
 FA4504
 FA4504'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 FA4504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9310 ***********************************************************************
 DE9310  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9310  DESIGNATION -  297W 200
 DE9310  PID         -  DE9310
 DE9310  STATE/COUNTY-  NC/GUILFORD
 DE9310  USGS QUAD   -  LAKE BRANDT (1994)
 DE9310
 DE9310                         *CURRENT SURVEY CONTROL
 DE9310  ___________________________________________________________________
 DE9310* NAD 83(2007)-  36 09 22.09541(N)    079 48 56.15547(W)     ADJUSTED  
 DE9310* NAVD 88     -       244.74   (meters)     803.0    (feet)  GPS OBS   
 DE9310  ___________________________________________________________________
 DE9310  EPOCH DATE  -        2002.00
 DE9310  X           -     911,661.785 (meters)                     COMP
 DE9310  Y           -  -5,074,729.941 (meters)                     COMP
 DE9310  Z           -   3,742,319.946 (meters)                     COMP
 DE9310  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 DE9310  ELLIP HEIGHT-         213.332 (meters)          (02/10/07) ADJUSTED
 DE9310  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 DE9310
 DE9310  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9310  Type    PID    Designation                      North   East  Ellip
 DE9310  -------------------------------------------------------------------
 DE9310  NETWORK DE9310 297W 200                          1.12   1.04   1.80
 DE9310  -------------------------------------------------------------------
 DE9310
 DE9310.The horizontal coordinates were established by GPS observations
 DE9310.and adjusted by the National Geodetic Survey in February 2007.
 DE9310
 DE9310.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9310.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9310.The horizontal coordinates are valid at the epoch date displayed above.
 DE9310.The epoch date for horizontal control is a decimal equivalence
 DE9310.of Year/Month/Day.
 DE9310
 DE9310.The orthometric height was determined by GPS observations and a
 DE9310.high-resolution geoid model.
 DE9310.The orthometric height was determined by GPS observations and a
 DE9310.high-resolution geoid model using precise GPS observation and
 DE9310.processing techniques.
 DE9310
 DE9310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9310
 DE9310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9310
 DE9310.The ellipsoidal height was determined by GPS observations
 DE9310.and is referenced to NAD 83.
 DE9310
 DE9310.The geoid height was determined by GEOID03.
 DE9310
 DE9310;                    North         East     Units Scale Factor Converg.
 DE9310;SPC NC       -   267,226.902   536,210.101   MT  0.99999708   -0 28 14.7
 DE9310;SPC NC       -   876,726.93  1,759,215.97   sFT  0.99999708   -0 28 14.7
 DE9310;UTM  17      - 4,001,916.353   606,538.777   MT  0.99973985   +0 41 55.9
 DE9310
 DE9310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9310!SPC NC       -   0.99996652  x   0.99999708  =   0.99996360
 DE9310!UTM  17      -   0.99996652  x   0.99973985  =   0.99970638
 DE9310
 DE9310:                Primary Azimuth Mark                     Grid Az
 DE9310:SPC NC       -  296E 200                                 315 19 10.0
 DE9310:UTM  17      -  296E 200                                 314 08 59.4
 DE9310
 DE9310|---------------------------------------------------------------------|
 DE9310| PID    Reference Object                     Distance      Geod. Az  |
 DE9310|                                                           dddmmss.s |
 DE9310| DE9309 296E 200                            476.316 METERS 3145055.3 |
 DE9310|---------------------------------------------------------------------|
 DE9310
 DE9310                          SUPERSEDED SURVEY CONTROL
 DE9310
 DE9310  NAD 83(2001)-  36 09 22.09592(N)    079 48 56.15498(W) AD(       ) 1
 DE9310  ELLIP H (03/13/03)  213.328  (m)                       GP(       ) 4 2
 DE9310  NAD 83(1986)-  36 09 22.10252(N)    079 48 56.16259(W) AD(       ) 1
 DE9310
 DE9310.Superseded values are not recommended for survey control.
 DE9310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9310.See file dsdata.txt to determine how the superseded data were derived.
 DE9310
 DE9310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0653901916(NAD 83)
 DE9310_MARKER: DD = SURVEY DISK
 DE9310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9310_STAMPING: 297W.200 7/97
 DE9310_MARK LOGO: NC1940
 DE9310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9310+STABILITY: SURFACE MOTION
 DE9310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9310+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9310
 DE9310  HISTORY     - Date     Condition        Report By
 DE9310  HISTORY     - 1997     MONUMENTED       NC1940
 DE9310
 DE9310                          STATION DESCRIPTION
 DE9310
 DE9310'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9310'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF THE CITY-COUNTY
 DE9310'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, 8 MI (12.9 KM)
 DE9310'NORTH-NORTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND IN
 DE9310'THE LAKE JEANETTE REGION, NEAR THE BASS CHAPEL ROAD CEMETERY.
 DE9310'PROCEED ALONG WEST CONE BOULEVARD FOR 0.5 MI (0.8 KM) EAST FROM US
 DE9310'220-BATTLEGROUND AVENUE, THENCE LEFT/NORTH FOR 1.4 MI (2.3 KM) ALONG
 DE9310'LAWNDALE DRIVE, THENCE RIGHT/NORTHEAST FOR 1.95 MI (3.14 KM) ALONG
 DE9310'LAKE JEANETTE ROAD, THENCE LEFT/NORTH FOR 0.75 MI (1.21 KM) ALONG BASS
 DE9310'CHAPEL ROAD TO STATION ON RIGHT/NORTHEAST SIDE OF ROAD, ACROSS ROAD
 DE9310'FROM CEMETERY.
 DE9310'MARK IS ABOUT 1-FOOT LOWER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9310'GROUND. LOCATED 17.8 FT (5.4 M) NORTHEAST OF THE CENTERLINE OF ROAD,
 DE9310'72.0 FT (21.9 M) NORTHWEST OF THE CENTERLINE OF SOUTHEAST OF TWO DRIVE
 DE9310'WAYS TO AN EMPTY LOT, 31.0 FT (9.4 M) SOUTHWEST OF A 15-INCH CEDAR,
 DE9310'AND 70.6 FT (21.5 M) SOUTH-SOUTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4505 ***********************************************************************
 FA4505  DESIGNATION -  298 RM
 FA4505  PID         -  FA4505
 FA4505  STATE/COUNTY-  NC/MECKLENBURG
 FA4505  USGS QUAD   -  WEDDINGTON (1988)
 FA4505
 FA4505                         *CURRENT SURVEY CONTROL
 FA4505  ___________________________________________________________________
 FA4505* NAD 83(2001)-  35 05 29.02132(N)    080 52 10.73034(W)     NO CHECK  
 FA4505* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 FA4505  ___________________________________________________________________
 FA4505  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FA4505  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA4505  HORZ ORDER  -  THIRD
 FA4505
 FA4505.The horizontal coordinates were established by classical geodetic methods
 FA4505.and adjusted by the National Geodetic Survey in August 2005.
 FA4505.No horizontal observational check was made to the station.
 FA4505
 FA4505.The orthometric height was scaled from a topographic map.
 FA4505
 FA4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4505
 FA4505.The geoid height was determined by GEOID03.
 FA4505
 FA4505;                    North         East     Units Scale Factor Converg.
 FA4505;SPC NC       -   150,406.102   439,145.666   MT  0.99987649   -1 04 44.8
 FA4505;SPC NC       -   493,457.35  1,440,763.74   sFT  0.99987649   -1 04 44.8
 FA4505;UTM  17      - 3,883,186.248   511,881.660   MT  0.99960174   +0 04 29.8
 FA4505
 FA4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4505!SPC NC       -   0.99997607  x   0.99987649  =   0.99985256
 FA4505!UTM  17      -   0.99997607  x   0.99960174  =   0.99957782
 FA4505
 FA4505                          SUPERSEDED SURVEY CONTROL
 FA4505
 FA4505  NAD 83(1986)-  35 05 29.03668(N)    080 52 10.73851(W) AD(       ) 3
 FA4505
 FA4505.Superseded values are not recommended for survey control.
 FA4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4505.See file dsdata.txt to determine how the superseded data were derived.
 FA4505
 FA4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1188283186(NAD 83)
 FA4505_MARKER: A = ALUMINUM MARKER
 FA4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4505_SP_SET: CONCRETE POST
 FA4505_STAMPING: 298
 FA4505_MARK LOGO: NC0870
 FA4505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4505+STABILITY: SURFACE MOTION
 FA4505
 FA4505  HISTORY     - Date     Condition        Report By
 FA4505  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4505  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA4505
 FA4505                          STATION DESCRIPTION
 FA4505
 FA4505'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4505'MARK IS LOCATED IN MECKLENBURG COUNTY, 15.29 KM (9.50 MI) SOUTH OF
 FA4505'CHARLOTTE. MARK LOCATED AT ENTRANCE TO MERCY HOSPITAL.
 FA4505'MARK REACHED BY FIRST GOING TO AREA OF GPS STATION M 098. (321.52 FT)
 FA4505'TO REACH THE STATION FROM THE INTERSECTION OF U.S.521 AND ROUTE 51,
 FA4505'PROCEED EAST ON ROUTE 51 FOR 1.28 KM (0.80 MI) TO THE SOUTH ENTRANCE
 FA4505'TO THE PARK PLACE SHOPPING CENTER.  GO SOUTH INTO SHOPPING CENTER FOR
 FA4505'45.71 M (149.97 FT) TO THE STATION LOCATED ON THE WEST RIGHT-OF-WAY
 FA4505'OF THE ROAD.
 FA4505'TO REACH THE REFERENCE MARK FROM THE INTERSECTION OF ROUTE 51 AND
 FA4505'PINEVILLE-MATTHEWS ROAD, PROCEED NORTHEAST ON PINEVILLE-MATTHEWS ROAD
 FA4505'FOR 0.24 KM (0.15 MI) TO THE MARK LOCATED AT THE MAIN ENTRANCE TO
 FA4505'MERCY HOSPITAL SOUTH IN THE NORTH RIGHT-OF-WAY OF THE ENTRANCE ROAD,
 FA4505'1.15 M (3.77 FT) NORTH OF THE EDGE OF THE PAVEMENT. THE MARK IS
 FA4505'COMPASS BEARING N38E AND DISTANCE 364.805 M (1196.864 FT) FROM THE
 FA4505'GPS STATION. THE REFERENCE MARK IS STAMPED 298.
 FA4505
 FA4505                          STATION RECOVERY (1996)
 FA4505
 FA4505'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4506 ***********************************************************************
 FA4506  DESIGNATION -  299 RM
 FA4506  PID         -  FA4506
 FA4506  STATE/COUNTY-  NC/MECKLENBURG
 FA4506  USGS QUAD   -  MATTHEWS (1988)
 FA4506
 FA4506                         *CURRENT SURVEY CONTROL
 FA4506  ___________________________________________________________________
 FA4506* NAD 83(2001)-  35 05 40.37625(N)    080 41 47.48343(W)     NO CHECK  
 FA4506* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FA4506  ___________________________________________________________________
 FA4506  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FA4506  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA4506  HORZ ORDER  -  THIRD
 FA4506
 FA4506.The horizontal coordinates were established by classical geodetic methods
 FA4506.and adjusted by the National Geodetic Survey in August 2005.
 FA4506.No horizontal observational check was made to the station.
 FA4506
 FA4506.The orthometric height was scaled from a topographic map.
 FA4506
 FA4506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4506
 FA4506.The geoid height was determined by GEOID03.
 FA4506
 FA4506;                    North         East     Units Scale Factor Converg.
 FA4506;SPC NC       -   150,472.428   454,933.741   MT  0.99987634   -0 58 45.1
 FA4506;SPC NC       -   493,674.96  1,492,561.78   sFT  0.99987634   -0 58 45.1
 FA4506;UTM  17      - 3,883,570.383   527,660.915   MT  0.99960943   +0 10 28.1
 FA4506
 FA4506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4506!SPC NC       -   0.99996790  x   0.99987634  =   0.99984425
 FA4506!UTM  17      -   0.99996790  x   0.99960943  =   0.99957734
 FA4506
 FA4506                          SUPERSEDED SURVEY CONTROL
 FA4506
 FA4506  NAD 83(1986)-  35 05 40.39101(N)    080 41 47.49190(W) AD(       ) 3
 FA4506
 FA4506.Superseded values are not recommended for survey control.
 FA4506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4506.See file dsdata.txt to determine how the superseded data were derived.
 FA4506
 FA4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2766183570(NAD 83)
 FA4506_MARKER: A = ALUMINUM MARKER
 FA4506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4506_SP_SET: CONCRETE POST
 FA4506_STAMPING: 299
 FA4506_MARK LOGO: NC0870
 FA4506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4506+STABILITY: SURFACE MOTION
 FA4506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4506+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 FA4506
 FA4506  HISTORY     - Date     Condition        Report By
 FA4506  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4506  HISTORY     - 19980202 GOOD             USPSQD
 FA4506  HISTORY     - 20041122 GOOD             USPSQD
 FA4506  HISTORY     - 20080821 GOOD             NCDOT
 FA4506  HISTORY     - 20081013 GOOD             NCDOT
 FA4506
 FA4506                          STATION DESCRIPTION
 FA4506
 FA4506'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4506'MARK IS LOCATED IN MECKLENBURG COUNTY, 20.10 KM (12.49 MI) SOUTH- EAST
 FA4506'OF DOWNTOWN CHARLOTTE.
 FA4506'MARK REACHED BY FIRST GOING TO GPS STATION M 099. (324.80 FT) TO REACH
 FA4506'THE STATION FROM THE INTERSECTION OF U.S. 74 AND ROUTE 51, PROCEED
 FA4506'EAST ON U.S.74 FOR 0.80 KM (0.50 MI) TO INTERSECTION OF S.R. 3457
 FA4506'(RIDGE ROAD).  GO SOUTH ON S.R.3457 FOR 1.85 KM (1.15 MI) TO THE
 FA4506'STATION LOCATED ON THE WEST RIGHT-OF-WAY OF ROAD. STATION IS 8.22 M
 FA4506'(26.97 FT) N50W OF THE CENTERLINE OF S.R. 3457, 0.91 M (2.99 FT) S50E
 FA4506'OF A FENCE LINE, 6.55 M (21.49 FT) S40W OF THE SOUTH END OF A WOODEN
 FA4506'GATE, AND 1.67 M (5.48 FT) N72W OF THE EDGE OF THE PAVEMENT OF S.R.
 FA4506'3457.
 FA4506'TO REACH THE REFERENCE MARK FROM GPS STATION M 099, PROCEED SOUTH ON S
 FA4506'.R. 3457 FOR 0.24 KM (0.15 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY OF
 FA4506'THE ROAD, 0.91 M (2.99 FT) WEST OF THE EDGE OF THE PAVEMENT. THE
 FA4506'REFERENCE MARK IS COMPASS BEARING S25W AND DISTANCE 298.066 M
 FA4506'(977.905 FT) FROM THE GPS STATION. THE MARK IS STAMPED 299.
 FA4506
 FA4506                          STATION RECOVERY (1998)
 FA4506
 FA4506'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4506'RECOVERED IN GOOD CONDITION.
 FA4506
 FA4506                          STATION RECOVERY (2004)
 FA4506
 FA4506'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 FA4506'REFERENCE MARK IS 35.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO
 FA4506'DRAKE ACCOUNTING SERVICE
 FA4506
 FA4506                          STATION RECOVERY (2008)
 FA4506
 FA4506'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 FA4506'RECOVERED IN GOOD CONDITION.
 FA4506
 FA4506                          STATION RECOVERY (2008)
 FA4506
 FA4506'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 FA4506'DUE TO GROWTH OF THE TREES ALONG CAMPUS RIDGE ROAD, THE LINE OF SIGHT
 FA4506'BETWEEN THIS STATION AND STATION M099 IS NO LONGER CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9423 ***********************************************************************
 DE9423  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9423  DESIGNATION -  299E 200
 DE9423  PID         -  DE9423
 DE9423  STATE/COUNTY-  NC/GUILFORD
 DE9423  USGS QUAD   -  LAKE BRANDT (1994)
 DE9423
 DE9423                         *CURRENT SURVEY CONTROL
 DE9423  ___________________________________________________________________
 DE9423* NAD 83(2007)-  36 09 31.14772(N)    079 46 19.98110(W)     ADJUSTED  
 DE9423* NAVD 88     -       245.57   (meters)     805.7    (feet)  GPS OBS   
 DE9423  ___________________________________________________________________
 DE9423  EPOCH DATE  -        2002.00
 DE9423  X           -     915,474.789 (meters)                     COMP
 DE9423  Y           -  -5,073,876.993 (meters)                     COMP
 DE9423  Z           -   3,742,545.816 (meters)                     COMP
 DE9423  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9423  ELLIP HEIGHT-         214.322 (meters)          (02/10/07) ADJUSTED
 DE9423  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 DE9423
 DE9423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9423  Type    PID    Designation                      North   East  Ellip
 DE9423  -------------------------------------------------------------------
 DE9423  NETWORK DE9423 299E 200                          1.43   1.12   2.08
 DE9423  -------------------------------------------------------------------
 DE9423
 DE9423.The horizontal coordinates were established by GPS observations
 DE9423.and adjusted by the National Geodetic Survey in February 2007.
 DE9423
 DE9423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9423.The horizontal coordinates are valid at the epoch date displayed above.
 DE9423.The epoch date for horizontal control is a decimal equivalence
 DE9423.of Year/Month/Day.
 DE9423
 DE9423.The orthometric height was determined by GPS observations and a
 DE9423.high-resolution geoid model.
 DE9423.The orthometric height was determined by GPS observations and a
 DE9423.high-resolution geoid model using precise GPS observation and
 DE9423.processing techniques.
 DE9423
 DE9423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9423
 DE9423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9423
 DE9423.The ellipsoidal height was determined by GPS observations
 DE9423.and is referenced to NAD 83.
 DE9423
 DE9423.The geoid height was determined by GEOID03.
 DE9423
 DE9423;                    North         East     Units Scale Factor Converg.
 DE9423;SPC NC       -   267,474.690   540,115.871   MT  0.99999777   -0 26 44.5
 DE9423;SPC NC       -   877,539.88  1,772,030.15   sFT  0.99999777   -0 26 44.5
 DE9423;UTM  17      - 4,002,243.751   610,437.689   MT  0.99975028   +0 43 28.2
 DE9423
 DE9423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9423!SPC NC       -   0.99996636  x   0.99999777  =   0.99996413
 DE9423!UTM  17      -   0.99996636  x   0.99975028  =   0.99971665
 DE9423
 DE9423                          SUPERSEDED SURVEY CONTROL
 DE9423
 DE9423  NAD 83(2001)-  36 09 31.14827(N)    079 46 19.98052(W) AD(       ) 1
 DE9423  ELLIP H (03/13/03)  214.320  (m)                       GP(       ) 4 2
 DE9423  NAD 83(1986)-  36 09 31.15491(N)    079 46 19.98803(W) AD(       ) 1
 DE9423
 DE9423.Superseded values are not recommended for survey control.
 DE9423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9423.See file dsdata.txt to determine how the superseded data were derived.
 DE9423
 DE9423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1043802244(NAD 83)
 DE9423_MARKER: DD = SURVEY DISK
 DE9423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9423_STAMPING: 299E200 1999
 DE9423_MARK LOGO: NC1940
 DE9423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9423+STABILITY: SURFACE MOTION
 DE9423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9423+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9423
 DE9423  HISTORY     - Date     Condition        Report By
 DE9423  HISTORY     - 1999     MONUMENTED       NC1940
 DE9423
 DE9423                          STATION DESCRIPTION
 DE9423
 DE9423'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9423'STATION IS ABOUT 6.1 MI (9.8 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9423'GOVERNMENT PLAZA, IN THE REEDY FORK BAPTIST CHURCH COMMUNITY.
 DE9423'LOCATED ALONG SR 2523 (YANCEYVILLE ROAD) 0.2 MI (0.3 KM) NORTH OF SR
 DE9423'2531 (HILLCROFT ROAD), AT THE INTERSECTION OF SR 2523 AND SR 2632
 DE9423'(LARKHILL COURT), AND IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 DE9423'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF SR 2523, AND FLUSH WITH
 DE9423'THE GROUND. LOCATED 18.5 FT (5.6 M) EAST-SOUTHEAST OF THE CENTERLINE
 DE9423'OF SR 2523, 80.8 FT (24.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR
 DE9423'2632, AND 7.9 FT (2.4 M) WEST OF TELEPHONE PEDESTAL (4601).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9372 ***********************************************************************
 DE9372  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9372  DESIGNATION -  29W 182
 DE9372  PID         -  DE9372
 DE9372  STATE/COUNTY-  NC/GUILFORD
 DE9372  USGS QUAD   -  GREENSBORO (1994)
 DE9372
 DE9372                         *CURRENT SURVEY CONTROL
 DE9372  ___________________________________________________________________
 DE9372* NAD 83(2007)-  36 06 07.15172(N)    079 46 51.57995(W)     ADJUSTED  
 DE9372* NAVD 88     -       236.11   (meters)     774.6    (feet)  GPS OBS   
 DE9372  ___________________________________________________________________
 DE9372  EPOCH DATE  -        2002.00
 DE9372  X           -     915,353.919 (meters)                     COMP
 DE9372  Y           -  -5,077,658.569 (meters)                     COMP
 DE9372  Z           -   3,737,461.810 (meters)                     COMP
 DE9372  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 DE9372  ELLIP HEIGHT-         205.147 (meters)          (02/10/07) ADJUSTED
 DE9372  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DE9372
 DE9372  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9372  Type    PID    Designation                      North   East  Ellip
 DE9372  -------------------------------------------------------------------
 DE9372  NETWORK DE9372 29W 182                           1.33   1.04   1.96
 DE9372  -------------------------------------------------------------------
 DE9372
 DE9372.The horizontal coordinates were established by GPS observations
 DE9372.and adjusted by the National Geodetic Survey in February 2007.
 DE9372
 DE9372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9372.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9372.The horizontal coordinates are valid at the epoch date displayed above.
 DE9372.The epoch date for horizontal control is a decimal equivalence
 DE9372.of Year/Month/Day.
 DE9372
 DE9372.The orthometric height was determined by GPS observations and a
 DE9372.high-resolution geoid model.
 DE9372.The orthometric height was determined by GPS observations and a
 DE9372.high-resolution geoid model using precise GPS observation and
 DE9372.processing techniques.
 DE9372
 DE9372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9372
 DE9372.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9372
 DE9372.The ellipsoidal height was determined by GPS observations
 DE9372.and is referenced to NAD 83.
 DE9372
 DE9372.The geoid height was determined by GEOID03.
 DE9372
 DE9372;                    North         East     Units Scale Factor Converg.
 DE9372;SPC NC       -   261,193.435   539,276.611   MT  0.99998259   -0 27 02.8
 DE9372;SPC NC       -   856,932.13  1,769,276.68   sFT  0.99998259   -0 27 02.8
 DE9372;UTM  17      - 3,995,948.190   609,726.993   MT  0.99974835   +0 43 06.0
 DE9372
 DE9372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9372!SPC NC       -   0.99996780  x   0.99998259  =   0.99995039
 DE9372!UTM  17      -   0.99996780  x   0.99974835  =   0.99971616
 DE9372
 DE9372:                Primary Azimuth Mark                     Grid Az
 DE9372:SPC NC       -  29W 200                                  193 55 02.0
 DE9372:UTM  17      -  29W 200                                  192 44 53.2
 DE9372
 DE9372|---------------------------------------------------------------------|
 DE9372| PID    Reference Object                     Distance      Geod. Az  |
 DE9372|                                                           dddmmss.s |
 DE9372| DE9324 29W 200                             APPROX. 0.5 KM 1932759.2 |
 DE9372|---------------------------------------------------------------------|
 DE9372
 DE9372                          SUPERSEDED SURVEY CONTROL
 DE9372
 DE9372  NAD 83(2001)-  36 06 07.15218(N)    079 46 51.57948(W) AD(       ) 1
 DE9372  ELLIP H (03/13/03)  205.144  (m)                       GP(       ) 4 2
 DE9372  NAD 83(1986)-  36 06 07.15872(N)    079 46 51.58659(W) AD(       ) 1
 DE9372
 DE9372.Superseded values are not recommended for survey control.
 DE9372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9372.See file dsdata.txt to determine how the superseded data were derived.
 DE9372
 DE9372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0972795948(NAD 83)
 DE9372_MARKER: DD = SURVEY DISK
 DE9372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9372_STAMPING: COG 1182
 DE9372_MARK LOGO: NC1940
 DE9372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9372+STABILITY: SURFACE MOTION
 DE9372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9372+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9372
 DE9372  HISTORY     - Date     Condition        Report By
 DE9372  HISTORY     - 1997     MONUMENTED       NC1940
 DE9372
 DE9372                          STATION DESCRIPTION
 DE9372
 DE9372'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9372'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTH-NORTHEAST OF THE
 DE9372'CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, AT THE
 DE9372'INTERSECTION OF NORTH CHURCH STREET AND CORNWALLIS DRIVE.
 DE9372'ALONG NORTH CHURCH STREET FOR 1.0 MI (1.6 KM) NORTH FROM WENDOVER
 DE9372'AVENUE (US 220), TO INTERSECTION WITH CORNWALLIS DRIVE AND STATION.
 DE9372'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF CORNWALLIS DRIVE, AND
 DE9372'RECESSED 12-INCHES BELOW THE GROUND. LOCATED 30.0 FT (9.1 M)
 DE9372'SOUTH-SOUTHWEST OF CENTERLINE OF CORNWALLIS DRIVE, 49.3 EAST-SOUTHEAST
 DE9372'OF THE CENTERLINE OF CHURCH STREET, 32.0 FT (9.8 M) NORTHEAST OF A
 DE9372'CATCH BASIN IN NORTHWEST CORNER OF NATIONS BANK PARKING LOT, 13.0 FT
 DE9372'(4.0 M) WEST-SOUTHWEST OF ANOTHER CATCH BASIN, AND 11.7 FT (3.6 M)
 DE9372'EAST-SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9324 ***********************************************************************
 DE9324  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9324  DESIGNATION -  29W 200
 DE9324  PID         -  DE9324
 DE9324  STATE/COUNTY-  NC/GUILFORD
 DE9324  USGS QUAD   -  GREENSBORO (1994)
 DE9324
 DE9324                         *CURRENT SURVEY CONTROL
 DE9324  ___________________________________________________________________
 DE9324* NAD 83(2007)-  36 05 51.08823(N)    079 46 56.31959(W)     ADJUSTED  
 DE9324* NAVD 88     -       224.13   (meters)     735.3    (feet)  GPS OBS   
 DE9324  ___________________________________________________________________
 DE9324  EPOCH DATE  -        2002.00
 DE9324  X           -     915,287.277 (meters)                     COMP
 DE9324  Y           -  -5,077,957.187 (meters)                     COMP
 DE9324  Z           -   3,737,054.697 (meters)                     COMP
 DE9324  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 DE9324  ELLIP HEIGHT-         193.181 (meters)          (02/10/07) ADJUSTED
 DE9324  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9324
 DE9324  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9324  Type    PID    Designation                      North   East  Ellip
 DE9324  -------------------------------------------------------------------
 DE9324  NETWORK DE9324 29W 200                           1.10   0.86   1.67
 DE9324  -------------------------------------------------------------------
 DE9324
 DE9324.The horizontal coordinates were established by GPS observations
 DE9324.and adjusted by the National Geodetic Survey in February 2007.
 DE9324
 DE9324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9324.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9324.The horizontal coordinates are valid at the epoch date displayed above.
 DE9324.The epoch date for horizontal control is a decimal equivalence
 DE9324.of Year/Month/Day.
 DE9324
 DE9324.The orthometric height was determined by GPS observations and a
 DE9324.high-resolution geoid model.
 DE9324.The orthometric height was determined by GPS observations and a
 DE9324.high-resolution geoid model using precise GPS observation and
 DE9324.processing techniques.
 DE9324
 DE9324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9324
 DE9324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9324
 DE9324.The ellipsoidal height was determined by GPS observations
 DE9324.and is referenced to NAD 83.
 DE9324
 DE9324.The geoid height was determined by GEOID03.
 DE9324
 DE9324;                    North         East     Units Scale Factor Converg.
 DE9324;SPC NC       -   260,699.277   539,154.161   MT  0.99998144   -0 27 05.5
 DE9324;SPC NC       -   855,310.88  1,768,874.94   sFT  0.99998144   -0 27 05.5
 DE9324;UTM  17      - 3,995,451.752   609,614.677   MT  0.99974805   +0 43 03.0
 DE9324
 DE9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9324!SPC NC       -   0.99996968  x   0.99998144  =   0.99995112
 DE9324!UTM  17      -   0.99996968  x   0.99974805  =   0.99971774
 DE9324
 DE9324:                Primary Azimuth Mark                     Grid Az
 DE9324:SPC NC       -  29W 182                                  013 55 01.9
 DE9324:UTM  17      -  29W 182                                  012 44 53.4
 DE9324
 DE9324|---------------------------------------------------------------------|
 DE9324| PID    Reference Object                     Distance      Geod. Az  |
 DE9324|                                                           dddmmss.s |
 DE9324| DE9372 29W 182                             APPROX. 0.5 KM 0132756.4 |
 DE9324|---------------------------------------------------------------------|
 DE9324
 DE9324                          SUPERSEDED SURVEY CONTROL
 DE9324
 DE9324  NAD 83(2001)-  36 05 51.08869(N)    079 46 56.31912(W) AD(       ) 1
 DE9324  ELLIP H (03/13/03)  193.178  (m)                       GP(       ) 4 2
 DE9324  NAD 83(1986)-  36 05 51.09524(N)    079 46 56.32622(W) AD(       ) 1
 DE9324
 DE9324.Superseded values are not recommended for survey control.
 DE9324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9324.See file dsdata.txt to determine how the superseded data were derived.
 DE9324
 DE9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0961595452(NAD 83)
 DE9324_MARKER: DD = SURVEY DISK
 DE9324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9324_STAMPING: 29W.200 7/97
 DE9324_MARK LOGO: NC1940
 DE9324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9324+STABILITY: SURFACE MOTION
 DE9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9324+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9324
 DE9324  HISTORY     - Date     Condition        Report By
 DE9324  HISTORY     - 1997     MONUMENTED       NC1940
 DE9324
 DE9324                          STATION DESCRIPTION
 DE9324
 DE9324'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9324'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTH-NORTHEAST OF THE
 DE9324'CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, ALONG NORTH
 DE9324'CHURCH STREET AT FIRE STATION NUMBER 1.
 DE9324'ALONG NORTH CHURCH STREET FOR 0.7 MI (1.1 KM) NORTH FROM WENDOVER
 DE9324'AVENUE (US 220) TO STATION (SURVEY MARKER) IN THE LAWN TO THE NORTH OF
 DE9324'THE FIRE STATION.
 DE9324'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF CHURCH STREET, AND
 DE9324'FLUSH WITH THE GROUND. LOCATED 36.2 FT (11.0 M) EAST-SOUTHEAST OF
 DE9324'CENTERLINE OF OF CHURCH STREET, 50.0 FT (15.2 M) NORTH-NORTHEAST OF
 DE9324'CENTERLINE OF FIRE DEPARTMENT DRIVEWAY, 32.7 FT (10.0 M) NORTHEAST OF
 DE9324'A POWER POLE, AND 59.2 FT (18.0 M) SOUTH OF THE SOUTHEAST CORNER OF
 DE9324'RAIL OF BRIDGE OVER NORTH BUFFALO CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2993 ***********************************************************************
 AI2993  SACS        -  This is a Secondary Airport Control Station.
 AI2993  DESIGNATION -  2A5 A
 AI2993  PID         -  AI2993
 AI2993  STATE/COUNTY-  NC/GUILFORD
 AI2993  USGS QUAD   -  KIMESVILLE (1982)
 AI2993
 AI2993                         *CURRENT SURVEY CONTROL
 AI2993  ___________________________________________________________________
 AI2993* NAD 83(2007)-  35 54 17.75394(N)    079 37 12.43475(W)     ADJUSTED  
 AI2993* NAVD 88     -       218.99   (meters)     718.5    (feet)  GPS OBS   
 AI2993  ___________________________________________________________________
 AI2993  EPOCH DATE  -        2002.00
 AI2993  X           -     931,920.666 (meters)                     COMP
 AI2993  Y           -  -5,087,698.424 (meters)                     COMP
 AI2993  Z           -   3,719,763.202 (meters)                     COMP
 AI2993  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AI2993  ELLIP HEIGHT-         188.710 (meters)          (02/10/07) ADJUSTED
 AI2993  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AI2993
 AI2993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2993  Type    PID    Designation                      North   East  Ellip
 AI2993  -------------------------------------------------------------------
 AI2993  NETWORK AI2993 2A5 A                             0.41   0.51   1.55
 AI2993  -------------------------------------------------------------------
 AI2993
 AI2993.This mark is at Causey Airport (2A5)
 AI2993
 AI2993.The horizontal coordinates were established by GPS observations
 AI2993.and adjusted by the National Geodetic Survey in February 2007.
 AI2993
 AI2993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2993.The horizontal coordinates are valid at the epoch date displayed above.
 AI2993.The epoch date for horizontal control is a decimal equivalence
 AI2993.of Year/Month/Day.
 AI2993
 AI2993.The orthometric height was determined by GPS observations and a
 AI2993.high-resolution geoid model.
 AI2993
 AI2993.GPS derived orthometric heights for airport stations designated as
 AI2993.PACS or SACS are published to 2 decimal places.  This maintains
 AI2993.centimeter relative accuracy between the PACS and SACS.  It does
 AI2993.not indicate centimeter accuracy relative to other marks which are
 AI2993.part of the NAVD 88 network.
 AI2993
 AI2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2993
 AI2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2993
 AI2993.The ellipsoidal height was determined by GPS observations
 AI2993.and is referenced to NAD 83.
 AI2993
 AI2993.The geoid height was determined by GEOID03.
 AI2993
 AI2993;                    North         East     Units Scale Factor Converg.
 AI2993;SPC NC       -   239,227.498   553,625.680   MT  0.99993745   -0 21 28.5
 AI2993;SPC NC       -   784,865.55  1,816,353.59   sFT  0.99993745   -0 21 28.5
 AI2993;UTM  17      - 3,974,283.485   624,518.121   MT  0.99979105   +0 48 33.6
 AI2993
 AI2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2993!SPC NC       -   0.99997038  x   0.99993745  =   0.99990783
 AI2993!UTM  17      -   0.99997038  x   0.99979105  =   0.99976144
 AI2993
 AI2993:                Primary Azimuth Mark                     Grid Az
 AI2993:SPC NC       -  CAUSPORT AZ MK                           018 08 40.7
 AI2993:UTM  17      -  CAUSPORT AZ MK                           016 58 38.6
 AI2993
 AI2993|---------------------------------------------------------------------|
 AI2993| PID    Reference Object                     Distance      Geod. Az  |
 AI2993|                                                           dddmmss.s |
 AI2993| EZ5510 CAUSPORT AZ MK                      APPROX. 0.6 KM 0174712.2 |
 AI2993|---------------------------------------------------------------------|
 AI2993
 AI2993                          SUPERSEDED SURVEY CONTROL
 AI2993
 AI2993  NAD 83(2001)-  35 54 17.75392(N)    079 37 12.43475(W) AD(       ) 1
 AI2993  ELLIP H (02/10/03)  188.718  (m)                       GP(       ) 4 2
 AI2993  NAD 83(1995)-  35 54 17.75418(N)    079 37 12.43455(W) AD(       ) 1
 AI2993  ELLIP H (12/23/99)  188.731  (m)                       GP(       ) 4 2
 AI2993
 AI2993.Superseded values are not recommended for survey control.
 AI2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2993.See file dsdata.txt to determine how the superseded data were derived.
 AI2993
 AI2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2451874283(NAD 83)
 AI2993_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2993_STAMPING: 2A5 A 1997
 AI2993_MARK LOGO: NGS   
 AI2993_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2993+STABILITY: SURFACE MOTION
 AI2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2993+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2993
 AI2993  HISTORY     - Date     Condition        Report By
 AI2993  HISTORY     - 1997     MONUMENTED       NCGS
 AI2993
 AI2993                          STATION DESCRIPTION
 AI2993
 AI2993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI2993'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF LIBERTY AND 15.0
 AI2993'MI (24.1 KM) SOUTHEAST OF GREENSBORO, AT THE CAUSESY AIRPORT.
 AI2993'PROCEED ALONG SR 3351-(SMITHWOOD RD) FOR 1.1 MI (1.8 KM) SOUTHEAST
 AI2993'FROM NC-62, THENCE SOUTH ALONG CAUSEY AIRPORT ENTRANCE ROAD FOR 0.25
 AI2993'MI (0.40 KM) TO THE OFFICE BUILDING, PASSING BY SOUTH SIDE OF OFFICE
 AI2993'CONTINUE SOUTHWEST ALONG RAMP FOR 0.05 MI, THENCE SOUTH ALONG RUNWAY
 AI2993'FOR 0.5 MI (0.8 KM) TO END AND STATION AT TOP OF FIRST RISE SOUTH OF
 AI2993'THE SOUTH END OF AND ON THE PROLONGATION OF THE CENTERLINE OF RUNWAY.
 AI2993'MARK IS ABOUT LEVEL WITH RUNWAY AND FLUSH WITH THE GROUND. LOCATED
 AI2993'501.6 FT (152.9 M) SOUTHWEST OF THE EAST END OF A CONCRETE CULVERT,
 AI2993'87.4 FT (26.6 M) SOUTHEAST OF A 6-INCH POPLAR TREE AND 64.0 FT (19.5
 AI2993'M) WEST-NORTHWEST OF A 4-INCH PINE BOTH WITH REFERENCE TAGS.
 AI2993'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9370 ***********************************************************************
 DE9370  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9370  DESIGNATION -  2W 219
 DE9370  PID         -  DE9370
 DE9370  STATE/COUNTY-  NC/GUILFORD
 DE9370  USGS QUAD   -  GREENSBORO (1994)
 DE9370
 DE9370                         *CURRENT SURVEY CONTROL
 DE9370  ___________________________________________________________________
 DE9370* NAD 83(2007)-  36 04 44.50319(N)    079 47 36.86806(W)     ADJUSTED  
 DE9370* NAVD 88     -       241.67   (meters)     792.9    (feet)  GPS OBS   
 DE9370  ___________________________________________________________________
 DE9370  EPOCH DATE  -        2002.00
 DE9370  X           -     914,505.742 (meters)                     COMP
 DE9370  Y           -  -5,079,340.784 (meters)                     COMP
 DE9370  Z           -   3,735,406.505 (meters)                     COMP
 DE9370  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 DE9370  ELLIP HEIGHT-         210.760 (meters)          (02/10/07) ADJUSTED
 DE9370  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 DE9370
 DE9370  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9370  Type    PID    Designation                      North   East  Ellip
 DE9370  -------------------------------------------------------------------
 DE9370  NETWORK DE9370 2W 219                            0.86   0.74   1.35
 DE9370  -------------------------------------------------------------------
 DE9370
 DE9370.The horizontal coordinates were established by GPS observations
 DE9370.and adjusted by the National Geodetic Survey in February 2007.
 DE9370
 DE9370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9370.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9370.The horizontal coordinates are valid at the epoch date displayed above.
 DE9370.The epoch date for horizontal control is a decimal equivalence
 DE9370.of Year/Month/Day.
 DE9370
 DE9370.The orthometric height was determined by GPS observations and a
 DE9370.high-resolution geoid model.
 DE9370.The orthometric height was determined by GPS observations and a
 DE9370.high-resolution geoid model using precise GPS observation and
 DE9370.processing techniques.
 DE9370
 DE9370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9370
 DE9370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9370
 DE9370.The ellipsoidal height was determined by GPS observations
 DE9370.and is referenced to NAD 83.
 DE9370
 DE9370.The geoid height was determined by GEOID03.
 DE9370
 DE9370;                    North         East     Units Scale Factor Converg.
 DE9370;SPC NC       -   258,655.125   538,123.503   MT  0.99997672   -0 27 28.9
 DE9370;SPC NC       -   848,604.36  1,765,493.53   sFT  0.99997672   -0 27 28.9
 DE9370;UTM  17      - 3,993,387.482   608,626.159   MT  0.99974539   +0 42 37.9
 DE9370
 DE9370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9370!SPC NC       -   0.99996692  x   0.99997672  =   0.99994364
 DE9370!UTM  17      -   0.99996692  x   0.99974539  =   0.99971232
 DE9370
 DE9370:                Primary Azimuth Mark                     Grid Az
 DE9370:SPC NC       -  2W 223                                   293 08 13.2
 DE9370:UTM  17      -  2W 223                                   291 58 06.4
 DE9370
 DE9370|---------------------------------------------------------------------|
 DE9370| PID    Reference Object                     Distance      Geod. Az  |
 DE9370|                                                           dddmmss.s |
 DE9370| DE9371 2W 223                              424.036 METERS 2924044.3 |
 DE9370|---------------------------------------------------------------------|
 DE9370
 DE9370                          SUPERSEDED SURVEY CONTROL
 DE9370
 DE9370  NAD 83(2001)-  36 04 44.50357(N)    079 47 36.86771(W) AD(       ) 1
 DE9370  ELLIP H (03/13/03)  210.757  (m)                       GP(       ) 4 2
 DE9370  NAD 83(1986)-  36 04 44.50979(N)    079 47 36.87430(W) AD(       ) 1
 DE9370
 DE9370.Superseded values are not recommended for survey control.
 DE9370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9370.See file dsdata.txt to determine how the superseded data were derived.
 DE9370
 DE9370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0862693387(NAD 83)
 DE9370_MARKER: I = METAL ROD
 DE9370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9370_MARK LOGO: NC1940
 DE9370_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9370+STABILITY: SURFACE MOTION
 DE9370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9370+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9370
 DE9370  HISTORY     - Date     Condition        Report By
 DE9370  HISTORY     - 1997     MONUMENTED       NC1940
 DE9370  HISTORY     - 20050307 GOOD             USPSQD
 DE9370  HISTORY     - 20060802 GOOD             USPSQD
 DE9370
 DE9370                          STATION DESCRIPTION
 DE9370
 DE9370'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9370'STATION IS LOCATED IN GREENSBORO, ABOUT 0.5 MI (0.8 KM) NORTH OF THE
 DE9370'DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF EUGENE STREET AND
 DE9370'BATTLEGROUND AVENUE.
 DE9370'ALONG EUGENE STREET FOR 1.0 MI (1.6 KM) NORTH FROM LEE STREET (NC 6),
 DE9370'TO BATTLEGROUND AVENUE AND STATION ON EAST SIDE OF INTERSECTION, AND
 DE9370'SOUTH SIDE OF ENTRANCE INTO SMALL GRAVEL PARKING AREA.
 DE9370'MARK IS ABOUT 2-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND
 DE9370'ABOUT 1.5-FOOT LOWER THAN THE CENTERLINE OF STREET. LOCATED 27.7 FT
 DE9370'(8.4 M) EAST-SOUTHEAST OF CENTERLINE OF STREET, 30.9 FT (9.4 M)
 DE9370'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BLOCK BUILDING (NUMBER 514)
 DE9370', 51.5 FT (15.7 M) NORTH OF TELEPHONE MANHOLE, 21.0 FT (6.4 M)
 DE9370'SOUTH-SOUTHEAST CENTERLINE OF CONCRETE ENTRANCE INTO PARKING LOT), AND
 DE9370'38.1 FT (11.6 M) SOUTH OF SB T+T POLE.
 DE9370
 DE9370                          STATION RECOVERY (2005)
 DE9370
 DE9370'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9370'RECOVERED IN GOOD CONDITION.
 DE9370
 DE9370                          STATION RECOVERY (2006)
 DE9370
 DE9370'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9371 ***********************************************************************
 DE9371  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9371  DESIGNATION -  2W 223
 DE9371  PID         -  DE9371
 DE9371  STATE/COUNTY-  NC/GUILFORD
 DE9371  USGS QUAD   -  GREENSBORO (1994)
 DE9371
 DE9371                         *CURRENT SURVEY CONTROL
 DE9371  ___________________________________________________________________
 DE9371* NAD 83(2007)-  36 04 49.80732(N)    079 47 52.50538(W)     ADJUSTED  
 DE9371* NAVD 88     -       238.79   (meters)     783.4    (feet)  GPS OBS   
 DE9371  ___________________________________________________________________
 DE9371  EPOCH DATE  -        2002.00
 DE9371  X           -     914,103.196 (meters)                     COMP
 DE9371  Y           -  -5,079,313.031 (meters)                     COMP
 DE9371  Z           -   3,735,536.929 (meters)                     COMP
 DE9371  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 DE9371  ELLIP HEIGHT-         207.857 (meters)          (02/10/07) ADJUSTED
 DE9371  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DE9371
 DE9371  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9371  Type    PID    Designation                      North   East  Ellip
 DE9371  -------------------------------------------------------------------
 DE9371  NETWORK DE9371 2W 223                            1.45   1.16   2.16
 DE9371  -------------------------------------------------------------------
 DE9371
 DE9371.The horizontal coordinates were established by GPS observations
 DE9371.and adjusted by the National Geodetic Survey in February 2007.
 DE9371
 DE9371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9371.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9371.The horizontal coordinates are valid at the epoch date displayed above.
 DE9371.The epoch date for horizontal control is a decimal equivalence
 DE9371.of Year/Month/Day.
 DE9371
 DE9371.The orthometric height was determined by GPS observations and a
 DE9371.high-resolution geoid model.
 DE9371.The orthometric height was determined by GPS observations and a
 DE9371.high-resolution geoid model using precise GPS observation and
 DE9371.processing techniques.
 DE9371
 DE9371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9371
 DE9371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9371
 DE9371.The ellipsoidal height was determined by GPS observations
 DE9371.and is referenced to NAD 83.
 DE9371
 DE9371.The geoid height was determined by GEOID03.
 DE9371
 DE9371;                    North         East     Units Scale Factor Converg.
 DE9371;SPC NC       -   258,821.738   537,733.585   MT  0.99997709   -0 27 37.9
 DE9371;SPC NC       -   849,150.99  1,764,214.27   sFT  0.99997709   -0 27 37.9
 DE9371;UTM  17      - 3,993,546.072   608,233.016   MT  0.99974434   +0 42 28.8
 DE9371
 DE9371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9371!SPC NC       -   0.99996738  x   0.99997709  =   0.99994447
 DE9371!UTM  17      -   0.99996738  x   0.99974434  =   0.99971173
 DE9371
 DE9371:                Primary Azimuth Mark                     Grid Az
 DE9371:SPC NC       -  2W 219                                   113 08 13.0
 DE9371:UTM  17      -  2W 219                                   111 58 06.3
 DE9371
 DE9371|---------------------------------------------------------------------|
 DE9371| PID    Reference Object                     Distance      Geod. Az  |
 DE9371|                                                           dddmmss.s |
 DE9371| DE9370 2W 219                              424.036 METERS 1124035.1 |
 DE9371|---------------------------------------------------------------------|
 DE9371
 DE9371                          SUPERSEDED SURVEY CONTROL
 DE9371
 DE9371  NAD 83(2001)-  36 04 49.80771(N)    079 47 52.50499(W) AD(       ) 1
 DE9371  ELLIP H (03/13/03)  207.855  (m)                       GP(       ) 4 2
 DE9371  NAD 83(1986)-  36 04 49.81392(N)    079 47 52.51177(W) AD(       ) 1
 DE9371
 DE9371.Superseded values are not recommended for survey control.
 DE9371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9371.See file dsdata.txt to determine how the superseded data were derived.
 DE9371
 DE9371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0823393546(NAD 83)
 DE9371_MARKER: I = METAL ROD
 DE9371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9371_MARK LOGO: NC1940
 DE9371_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9371+STABILITY: SURFACE MOTION
 DE9371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9371+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9371
 DE9371  HISTORY     - Date     Condition        Report By
 DE9371  HISTORY     - 1997     MONUMENTED       NC1940
 DE9371  HISTORY     - 20050307 GOOD             USPSQD
 DE9371  HISTORY     - 20060802 GOOD             USPSQD
 DE9371
 DE9371                          STATION DESCRIPTION
 DE9371
 DE9371'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9371'STATION IS LOCATED IN GREENSBORO, ABOUT 0.7 MI (1.1 KM)
 DE9371'NORTH-NORTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF
 DE9371'BATTLEGROUND AVENUE AND NORTH CEDAR STREET, AND ACROSS FENCE FROM
 DE9371'GREEN HILL CEMETERY.
 DE9371'PROCEED ALONG EUGENE STREET FOR 1.0 MI (1.6 KM) NORTH FROM LEE STREET
 DE9371'(NC 6), THENCE LEFT/NORTHWEST ALONG BATTLEGROUND AVENUE FOR 0.2 MI
 DE9371'(0.3 KM) TO STATION ON RIGHT, ON PROLONGATION OF CENTERLINE OF NORTH
 DE9371'CEDAR STREET, AND NEAR THE BOTTOM OF A CUT.
 DE9371'MARK IS ABOUT 18-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND
 DE9371'ABOUT 1-FOOT LOWER THAN THE CENTER OF THE INTERSECTION. LOCATED 23.0
 DE9371'FT (7.0 M) NORTH OF THE INTERSECTION OF CENTERLINES, 10.9 FT (3.3 M)
 DE9371'SOUTH OF A WATER METER BOX, 7.1 FT (2.2 M) WEST OF A POWER POLE (WITH
 DE9371'STREET LIGHT AND ONE-WAY STREET SIGN, AND 0.8 FT (24.4 CM) NORTH OF
 DE9371'THE STREET CURBING.
 DE9371
 DE9371                          STATION RECOVERY (2005)
 DE9371
 DE9371'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9371'RECOVERED IN GOOD CONDITION.
 DE9371
 DE9371                          STATION RECOVERY (2006)
 DE9371
 DE9371'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0163 ***********************************************************************
 EA0163  DESIGNATION -  3
 EA0163  PID         -  EA0163
 EA0163  STATE/COUNTY-  NC/CRAVEN
 EA0163  USGS QUAD   -  HAVELOCK (1994)
 EA0163
 EA0163                         *CURRENT SURVEY CONTROL
 EA0163  ___________________________________________________________________
 EA0163* NAD 83(1986)-  34 56 02.     (N)    076 57 09.     (W)     SCALED    
 EA0163* NAVD 88     -         7.734  (meters)      25.37   (feet)  ADJUSTED  
 EA0163  ___________________________________________________________________
 EA0163  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA0163  DYNAMIC HT  -           7.727 (meters)      25.35  (feet)  COMP
 EA0163  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 EA0163
 EA0163  VERT ORDER  -  FIRST     CLASS I
 EA0163
 EA0163.The horizontal coordinates were scaled from a topographic map and have
 EA0163.an estimated accuracy of +/- 6 seconds.
 EA0163
 EA0163.The orthometric height was determined by differential leveling
 EA0163.and adjusted in June 1991.
 EA0163
 EA0163.The geoid height was determined by GEOID03.
 EA0163
 EA0163.The dynamic height is computed by dividing the NAVD 88
 EA0163.geopotential number by the normal gravity value computed on the
 EA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0163.degrees latitude (g = 980.6199 gals.).
 EA0163
 EA0163.The modeled gravity was interpolated from observed gravity values.
 EA0163
 EA0163;                    North         East    Units  Estimated Accuracy
 EA0163;SPC NC       -   133,260.      796,630.      MT  (+/- 180 meters Scaled)
 EA0163
 EA0163                          SUPERSEDED SURVEY CONTROL
 EA0163
 EA0163  NGVD 29 (??/??/92)    8.05   (m)           26.4    (f) COMPUTED    1 1
 EA0163
 EA0163.Superseded values are not recommended for survey control.
 EA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0163.See file dsdata.txt to determine how the superseded data were derived.
 EA0163
 EA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD216674(NAD 83)
 EA0163_MARKER: DD = SURVEY DISK
 EA0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0163_STAMPING: BM 3 1961
 EA0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0163+STABILITY: SURFACE MOTION
 EA0163
 EA0163  HISTORY     - Date     Condition        Report By
 EA0163  HISTORY     - 1961     MONUMENTED       USDA
 EA0163  HISTORY     - 1963     POOR             NGS
 EA0163
 EA0163                          STATION DESCRIPTION
 EA0163
 EA0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0163'3.8 MI NW FROM HAVELOCK.
 EA0163'ABOUT 3.85 MILES NORTHWEST ALONG THE ATLANTIC AND EAST CAROLINA
 EA0163'RAILROAD FROM THE STATION AT HAVELOCK, AT THE CROSSING OF
 EA0163'FOREST SERVICE ROAD 156, 27 FEET NORTH OF THE CENTER OF THE
 EA0163'CROSSING, 42.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 47.5 FEET
 EA0163'SOUTH OF BENCH MARK V 145 DESCRIBED, ABOUT 2 FEET ABOVE THE
 EA0163'LEVEL OF THE TRACK, AND IS A DISK IN TOP OF A SMALL (2 1/2-INCH)
 EA0163'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- USE WITH CAUTION, THE
 EA0163'POST WAS FOUND LOOSE IN THE GROUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0711 ***********************************************************************
 EZ0711  DESIGNATION -  3
 EZ0711  PID         -  EZ0711
 EZ0711  STATE/COUNTY-  NC/WAKE
 EZ0711  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0711
 EZ0711                         *CURRENT SURVEY CONTROL
 EZ0711  ___________________________________________________________________
 EZ0711* NAD 83(1986)-  35 47 00.     (N)    078 39 55.     (W)     SCALED    
 EZ0711* NAVD 88     -       120.119  (meters)     394.09   (feet)  ADJUSTED  
 EZ0711  ___________________________________________________________________
 EZ0711  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EZ0711  DYNAMIC HT  -         120.016 (meters)     393.75  (feet)  COMP
 EZ0711  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 EZ0711
 EZ0711  VERT ORDER  -  FIRST     CLASS I
 EZ0711
 EZ0711.The horizontal coordinates were scaled from a topographic map and have
 EZ0711.an estimated accuracy of +/- 6 seconds.
 EZ0711
 EZ0711.The orthometric height was determined by differential leveling
 EZ0711.and adjusted in June 1991.
 EZ0711
 EZ0711.The geoid height was determined by GEOID03.
 EZ0711
 EZ0711.The dynamic height is computed by dividing the NAVD 88
 EZ0711.geopotential number by the normal gravity value computed on the
 EZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0711.degrees latitude (g = 980.6199 gals.).
 EZ0711
 EZ0711.The modeled gravity was interpolated from observed gravity values.
 EZ0711
 EZ0711;                    North         East    Units  Estimated Accuracy
 EZ0711;SPC NC       -   225,610.      639,860.      MT  (+/- 180 meters Scaled)
 EZ0711
 EZ0711                          SUPERSEDED SURVEY CONTROL
 EZ0711
 EZ0711  NGVD 29 (??/??/92)  120.390  (m)          394.98   (f) ADJ UNCH    1 1
 EZ0711
 EZ0711.Superseded values are not recommended for survey control.
 EZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0711.See file dsdata.txt to determine how the superseded data were derived.
 EZ0711
 EZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV110624(NAD 83)
 EZ0711_MARKER: DB = BENCH MARK DISK
 EZ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0711_SP_SET: UNDERPASS
 EZ0711_STAMPING: NO 3 1933
 EZ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0711
 EZ0711  HISTORY     - Date     Condition        Report By
 EZ0711  HISTORY     - 1933     MONUMENTED       CGS
 EZ0711  HISTORY     - 1967     GOOD             NGS
 EZ0711  HISTORY     - 20050706 MARK NOT FOUND   GEOCAC
 EZ0711
 EZ0711                          STATION DESCRIPTION
 EZ0711
 EZ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EZ0711'1.4 MI NW FROM RALEIGH.
 EZ0711'ABOUT 1.35 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0711'RAILROAD FROM THE STATION AT RALEIGH, AT THE RAILROAD UNDERPASS
 EZ0711'FOR PULLEN ROAD, 0.25 MILE WEST OF MILEPOST 80, 14 FEET WEST
 EZ0711'OF THE CENTERLINE OF PULLEN ROAD, SET VERTICALLY IN THE EAST
 EZ0711'FACE OF THE CONCRETE FOUNDATION FOR THE BRICK PILLAR WHICH
 EZ0711'IS LOCATED AT THE NORTH END OF THE WEST GUARD RAIL ON THE
 EZ0711'UNDERPASS, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF WELCH
 EZ0711'HALL WHICH IS ON THE NORTH CAROLINA STATE UNIVERSITY CAMPUS, AND
 EZ0711'ABOUT 3 INCHES ABOVE THE LEVEL OF A SIDEWALK.
 EZ0711
 EZ0711                          STATION RECOVERY (2005)
 EZ0711
 EZ0711'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0711'THE BRIDGE WAS REPLACED IN 1971, AND STATION WAS RESET. REFER TO
 EZ0711'EZ1838 FOR NEW DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2495 ***********************************************************************
 DD2495  DESIGNATION -  3
 DD2495  PID         -  DD2495
 DD2495  STATE/COUNTY-  NC/BRUNSWICK
 DD2495  USGS QUAD   -  SOUTHPORT (1990)
 DD2495
 DD2495                         *CURRENT SURVEY CONTROL
 DD2495  ___________________________________________________________________
 DD2495* NAD 83(2001)-  33 55 27.70602(N)    078 06 41.27289(W)     ADJUSTED  
 DD2495* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 DD2495  ___________________________________________________________________
 DD2495  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 DD2495  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 DD2495  HORZ ORDER  -  THIRD
 DD2495
 DD2495.The horizontal coordinates were established by classical geodetic methods
 DD2495.and adjusted by the National Geodetic Survey in August 2005.
 DD2495
 DD2495.The orthometric height was scaled from a topographic map.
 DD2495
 DD2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2495
 DD2495.The geoid height was determined by GEOID03.
 DD2495
 DD2495;                    North         East     Units Scale Factor Converg.
 DD2495;SPC NC       -    19,711.343   691,771.315   MT  1.00013831   +0 30 46.2
 DD2495;SPC NC       -    64,669.63  2,269,586.39   sFT  1.00013831   +0 30 46.2
 DD2495;UTM  17      - 3,757,528.028   767,029.153   MT  1.00047910   +1 36 46.9
 DD2495
 DD2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2495!SPC NC       -   1.00000552  x   1.00013831  =   1.00014383
 DD2495!UTM  17      -   1.00000552  x   1.00047910  =   1.00048462
 DD2495
 DD2495:                Primary Azimuth Mark                     Grid Az
 DD2495:SPC NC       -  HICK                                     080 50 49.7
 DD2495:UTM  17      -  HICK                                     079 44 49.0
 DD2495
 DD2495|---------------------------------------------------------------------|
 DD2495| PID    Reference Object                     Distance      Geod. Az  |
 DD2495|                                                           dddmmss.s |
 DD2495| DD2451 HICK                                APPROX. 0.8 KM 0812135.9 |
 DD2495| DD4481 3 RM 1                               22.805 METERS 10014     |
 DD2495| DD2494 2 3 S USE 1933                      276.067 METERS 18730     |
 DD2495| DD2493 2 3 N USE 1933                      212.456 METERS 18821     |
 DD2495| DD2437 BEACON 2                            221.614 METERS 19252     |
 DD2495|---------------------------------------------------------------------|
 DD2495
 DD2495                          SUPERSEDED SURVEY CONTROL
 DD2495
 DD2495  NAD 83(1986)-  33 55 27.71629(N)    078 06 41.28232(W) AD(       ) 3
 DD2495  NAD 27      -  33 55 27.08900(N)    078 06 42.30700(W) AD(       ) 3
 DD2495
 DD2495.Superseded values are not recommended for survey control.
 DD2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2495.See file dsdata.txt to determine how the superseded data were derived.
 DD2495
 DD2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6702957528(NAD 83)
 DD2495_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD2495_SETTING: 0 = UNSPECIFIED SETTING
 DD2495
 DD2495  HISTORY     - Date     Condition        Report By
 DD2495  HISTORY     - 1933     MONUMENTED       USE
 DD2495  HISTORY     - 1964     MARK NOT FOUND   CGS
 DD2495  HISTORY     - 1979     GOOD             USE
 DD2495
 DD2495                          STATION DESCRIPTION
 DD2495
 DD2495'DESCRIBED BY US ENGINEERS 1933 (JAB)
 DD2495'STATION IS ON THE INTRACOASTAL WATERWAY ABOUT 4-1/2 MILES W OF
 DD2495'SOUTHPORT, ON THE N SIDE OF THE WATERWAY AND NEAR CURVE IN THE
 DD2495'CUT, ABOUT 150 YARDS FROM THE EDGE OF THE CUT AND IN THE WOODS.  IT
 DD2495'IS ON THE N EDGE OF A WIDE CUT THROUGH THE WOODS ROUGHLY
 DD2495'PARALLELING THE CANAL.
 DD2495'
 DD2495'U.S.E. PROPERTY MARK WAS USED AS THE STATION MARK.  THIS MARK
 DD2495'CONSISTS OF AN ALUMINUM DISK SET IN A TILE AND STAMPED U.S. NO. 3.
 DD2495'
 DD2495'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER
 DD2495'OF THE TOP OF A TILE.
 DD2495
 DD2495                          STATION RECOVERY (1964)
 DD2495
 DD2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2495'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THIS
 DD2495'STATION AND IT WAS NOT RECOVERED.
 DD2495
 DD2495                          STATION RECOVERY (1979)
 DD2495
 DD2495'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 DD2495'US NO 3 FOUND GOOD, DESCRIPTION ADEQUATE WITH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2562 ***********************************************************************
 EA2562  DESIGNATION -  3 10 11
 EA2562  PID         -  EA2562
 EA2562  STATE/COUNTY-  NC/PENDER
 EA2562  USGS QUAD   -  HAMPSTEAD (1970)
 EA2562
 EA2562                         *CURRENT SURVEY CONTROL
 EA2562  ___________________________________________________________________
 EA2562* NAD 83(2001)-  34 19 06.46096(N)    077 43 29.06388(W)     ADJUSTED  
 EA2562* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2562  ___________________________________________________________________
 EA2562  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 EA2562  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA2562  HORZ ORDER  -  THIRD
 EA2562
 EA2562.The horizontal coordinates were established by classical geodetic methods
 EA2562.and adjusted by the National Geodetic Survey in August 2005.
 EA2562
 EA2562.The orthometric height was scaled from a topographic map.
 EA2562
 EA2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2562
 EA2562.The geoid height was determined by GEOID03.
 EA2562
 EA2562;                    North         East     Units Scale Factor Converg.
 EA2562;SPC NC       -    63,815.670   726,971.627   MT  1.00000415   +0 44 09.8
 EA2562;SPC NC       -   209,368.58  2,385,072.75   sFT  1.00000415   +0 44 09.8
 EA2562;UTM  18      - 3,800,829.807   249,284.361   MT  1.00037489   -1 32 13.2
 EA2562
 EA2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2562!SPC NC       -   1.00000589  x   1.00000415  =   1.00001004
 EA2562!UTM  18      -   1.00000589  x   1.00037489  =   1.00038078
 EA2562
 EA2562                          SUPERSEDED SURVEY CONTROL
 EA2562
 EA2562  NAD 83(1986)-  34 19 06.47523(N)    077 43 29.07803(W) AD(       ) 3
 EA2562  NAD 27      -  34 19 05.86700(N)    077 43 30.15400(W) AD(       ) 3
 EA2562
 EA2562.Superseded values are not recommended for survey control.
 EA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2562.See file dsdata.txt to determine how the superseded data were derived.
 EA2562
 EA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4928400830(NAD 83)
 EA2562_MARKER: Z = SEE DESCRIPTION
 EA2562_SETTING: 0 = UNSPECIFIED SETTING
 EA2562_MARK LOGO: USE   
 EA2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2562
 EA2562  HISTORY     - Date     Condition        Report By
 EA2562  HISTORY     - 1933     MONUMENTED       USE
 EA2562  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2562
 EA2562                          STATION DESCRIPTION
 EA2562
 EA2562'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2562'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2562'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2562'TRIANGULATION.
 EA2562
 EA2562                          STATION RECOVERY (1965)
 EA2562
 EA2562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2562'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING
 EA2562'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2859 ***********************************************************************
 EA2859  DESIGNATION -  3 11 12
 EA2859  PID         -  EA2859
 EA2859  STATE/COUNTY-  NC/NEW HANOVER
 EA2859  USGS QUAD   -  SCOTTS HILL (1970)
 EA2859
 EA2859                         *CURRENT SURVEY CONTROL
 EA2859  ___________________________________________________________________
 EA2859* NAD 83(2001)-  34 16 23.71542(N)    077 45 42.01995(W)     ADJUSTED  
 EA2859* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2859  ___________________________________________________________________
 EA2859  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EA2859  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA2859  HORZ ORDER  -  THIRD
 EA2859
 EA2859.The horizontal coordinates were established by classical geodetic methods
 EA2859.and adjusted by the National Geodetic Survey in August 2005.
 EA2859
 EA2859.The orthometric height was scaled from a topographic map.
 EA2859
 EA2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2859
 EA2859.The geoid height was determined by GEOID03.
 EA2859
 EA2859;                    North         East     Units Scale Factor Converg.
 EA2859;SPC NC       -    58,758.252   723,635.248   MT  1.00001718   +0 42 53.0
 EA2859;SPC NC       -   192,776.03  2,374,126.64   sFT  1.00001718   +0 42 53.0
 EA2859;UTM  18      - 3,795,906.778   245,748.793   MT  1.00039691   -1 33 21.8
 EA2859
 EA2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2859!SPC NC       -   1.00000574  x   1.00001718  =   1.00002292
 EA2859!UTM  18      -   1.00000574  x   1.00039691  =   1.00040265
 EA2859
 EA2859                          SUPERSEDED SURVEY CONTROL
 EA2859
 EA2859  NAD 83(1986)-  34 16 23.72896(N)    077 45 42.03408(W) AD(       ) 3
 EA2859  NAD 27      -  34 16 23.11700(N)    077 45 43.10500(W) AD(       ) 3
 EA2859
 EA2859.Superseded values are not recommended for survey control.
 EA2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2859.See file dsdata.txt to determine how the superseded data were derived.
 EA2859
 EA2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4574995907(NAD 83)
 EA2859_MARKER: Z = SEE DESCRIPTION
 EA2859_SETTING: 0 = UNSPECIFIED SETTING
 EA2859_MARK LOGO: USE   
 EA2859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2859
 EA2859  HISTORY     - Date     Condition        Report By
 EA2859  HISTORY     - 1933     MONUMENTED       USE
 EA2859  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2859
 EA2859                          STATION DESCRIPTION
 EA2859
 EA2859'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2859'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2859'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2859'TRIANGULATION.
 EA2859
 EA2859                          STATION RECOVERY (1965)
 EA2859
 EA2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2859'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING
 EA2859'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2563 ***********************************************************************
 EA2563  DESIGNATION -  3 11 147
 EA2563  PID         -  EA2563
 EA2563  STATE/COUNTY-  NC/NEW HANOVER
 EA2563  USGS QUAD   -  HAMPSTEAD (1970)
 EA2563
 EA2563                         *CURRENT SURVEY CONTROL
 EA2563  ___________________________________________________________________
 EA2563* NAD 83(2001)-  34 17 45.46857(N)    077 44 35.18024(W)     ADJUSTED  
 EA2563* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2563  ___________________________________________________________________
 EA2563  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 EA2563  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA2563  HORZ ORDER  -  THIRD
 EA2563
 EA2563.The horizontal coordinates were established by classical geodetic methods
 EA2563.and adjusted by the National Geodetic Survey in August 2005.
 EA2563
 EA2563.The orthometric height was scaled from a topographic map.
 EA2563
 EA2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2563
 EA2563.The geoid height was determined by GEOID03.
 EA2563
 EA2563;                    North         East     Units Scale Factor Converg.
 EA2563;SPC NC       -    61,298.649   725,313.006   MT  1.00001056   +0 43 31.6
 EA2563;SPC NC       -   201,110.65  2,379,631.09   sFT  1.00001056   +0 43 31.6
 EA2563;UTM  18      - 3,798,379.619   247,526.585   MT  1.00038580   -1 32 47.3
 EA2563
 EA2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2563!SPC NC       -   1.00000589  x   1.00001056  =   1.00001645
 EA2563!UTM  18      -   1.00000589  x   1.00038580  =   1.00039169
 EA2563
 EA2563                          SUPERSEDED SURVEY CONTROL
 EA2563
 EA2563  NAD 83(1986)-  34 17 45.48279(N)    077 44 35.19429(W) AD(       ) 3
 EA2563  NAD 27      -  34 17 44.87500(N)    077 44 36.26700(W) AD(       ) 3
 EA2563
 EA2563.Superseded values are not recommended for survey control.
 EA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2563.See file dsdata.txt to determine how the superseded data were derived.
 EA2563
 EA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4752798380(NAD 83)
 EA2563_MARKER: Z = SEE DESCRIPTION
 EA2563_SETTING: 0 = UNSPECIFIED SETTING
 EA2563_MARK LOGO: USE   
 EA2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2563
 EA2563  HISTORY     - Date     Condition        Report By
 EA2563  HISTORY     - 1933     MONUMENTED       USE
 EA2563  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2563
 EA2563                          STATION DESCRIPTION
 EA2563
 EA2563'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2563'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2563'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2563'TRIANGULATION.
 EA2563
 EA2563                          STATION RECOVERY (1965)
 EA2563
 EA2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2563'THE ABOVE STATIONS WERE SEARCHED IN AREA OF PLOTTED
 EA2563'POSITIONS, BUT NOTHING WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2616 ***********************************************************************
 EA2616  DESIGNATION -  3 12 13
 EA2616  PID         -  EA2616
 EA2616  STATE/COUNTY-  NC/NEW HANOVER
 EA2616  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2616
 EA2616                         *CURRENT SURVEY CONTROL
 EA2616  ___________________________________________________________________
 EA2616* NAD 83(2001)-  34 13 51.63705(N)    077 47 58.90435(W)     ADJUSTED  
 EA2616* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2616  ___________________________________________________________________
 EA2616  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 EA2616  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EA2616  HORZ ORDER  -  THIRD
 EA2616
 EA2616.The horizontal coordinates were established by classical geodetic methods
 EA2616.and adjusted by the National Geodetic Survey in August 2005.
 EA2616
 EA2616.The orthometric height was scaled from a topographic map.
 EA2616
 EA2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2616
 EA2616.The geoid height was determined by GEOID03.
 EA2616
 EA2616;                    North         East     Units Scale Factor Converg.
 EA2616;SPC NC       -    54,029.479   720,190.612   MT  1.00002991   +0 41 34.0
 EA2616;SPC NC       -   177,261.72  2,362,825.37   sFT  1.00002991   +0 41 34.0
 EA2616;UTM  18      - 3,791,316.367   242,118.189   MT  1.00041984   -1 34 32.8
 EA2616
 EA2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2616!SPC NC       -   1.00000590  x   1.00002991  =   1.00003581
 EA2616!UTM  18      -   1.00000590  x   1.00041984  =   1.00042574
 EA2616
 EA2616                          SUPERSEDED SURVEY CONTROL
 EA2616
 EA2616  NAD 83(1986)-  34 13 51.65027(N)    077 47 58.91798(W) AD(       ) 3
 EA2616  NAD 27      -  34 13 51.03600(N)    077 47 59.98500(W) AD(       ) 3
 EA2616
 EA2616.Superseded values are not recommended for survey control.
 EA2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2616.See file dsdata.txt to determine how the superseded data were derived.
 EA2616
 EA2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4211891316(NAD 83)
 EA2616_MARKER: Z = SEE DESCRIPTION
 EA2616_SETTING: 0 = UNSPECIFIED SETTING
 EA2616_MARK LOGO: USE   
 EA2616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2616
 EA2616  HISTORY     - Date     Condition        Report By
 EA2616  HISTORY     - 1933     MONUMENTED       USE
 EA2616  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2616  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 EA2616
 EA2616                          STATION DESCRIPTION
 EA2616
 EA2616'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2616'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2616'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2616'BY TRIANGULATION.
 EA2616
 EA2616                          STATION RECOVERY (1964)
 EA2616
 EA2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2616'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED AND NOTHING
 EA2616'WAS FOUND.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS
 EA2616'LOST.
 EA2616
 EA2616                          STATION RECOVERY (2004)
 EA2616
 EA2616'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2616'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2616'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2617 ***********************************************************************
 EA2617  DESIGNATION -  3 13 14
 EA2617  PID         -  EA2617
 EA2617  STATE/COUNTY-  NC/NEW HANOVER
 EA2617  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2617
 EA2617                         *CURRENT SURVEY CONTROL
 EA2617  ___________________________________________________________________
 EA2617* NAD 83(2001)-  34 13 18.22476(N)    077 48 33.79950(W)     ADJUSTED  
 EA2617* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2617  ___________________________________________________________________
 EA2617  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 EA2617  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EA2617  HORZ ORDER  -  THIRD
 EA2617
 EA2617.The horizontal coordinates were established by classical geodetic methods
 EA2617.and adjusted by the National Geodetic Survey in August 2005.
 EA2617
 EA2617.The orthometric height was scaled from a topographic map.
 EA2617
 EA2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2617
 EA2617.The geoid height was determined by GEOID03.
 EA2617
 EA2617;                    North         East     Units Scale Factor Converg.
 EA2617;SPC NC       -    52,989.236   719,309.934   MT  1.00003278   +0 41 13.9
 EA2617;SPC NC       -   173,848.85  2,359,936.01   sFT  1.00003278   +0 41 13.9
 EA2617;UTM  18      - 3,790,311.402   241,196.670   MT  1.00042571   -1 34 51.1
 EA2617
 EA2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2617!SPC NC       -   1.00000590  x   1.00003278  =   1.00003868
 EA2617!UTM  18      -   1.00000590  x   1.00042571  =   1.00043161
 EA2617
 EA2617                          SUPERSEDED SURVEY CONTROL
 EA2617
 EA2617  NAD 83(1986)-  34 13 18.23789(N)    077 48 33.81308(W) AD(       ) 3
 EA2617  NAD 27      -  34 13 17.62300(N)    077 48 34.87900(W) AD(       ) 3
 EA2617
 EA2617.Superseded values are not recommended for survey control.
 EA2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2617.See file dsdata.txt to determine how the superseded data were derived.
 EA2617
 EA2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4119790311(NAD 83)
 EA2617_MARKER: Z = SEE DESCRIPTION
 EA2617_SETTING: 0 = UNSPECIFIED SETTING
 EA2617_MARK LOGO: USE   
 EA2617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2617
 EA2617  HISTORY     - Date     Condition        Report By
 EA2617  HISTORY     - 1933     MONUMENTED       USE
 EA2617  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2617  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 EA2617
 EA2617                          STATION DESCRIPTION
 EA2617
 EA2617'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2617'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2617'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2617'BY TRIANGULATION.
 EA2617
 EA2617                          STATION RECOVERY (1964)
 EA2617
 EA2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2617'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING WAS
 EA2617'FOUND.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 EA2617
 EA2617                          STATION RECOVERY (2004)
 EA2617
 EA2617'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2617'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2617'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2379 ***********************************************************************
 EA2379  DESIGNATION -  3 3 151
 EA2379  PID         -  EA2379
 EA2379  STATE/COUNTY-  NC/ONSLOW
 EA2379  USGS QUAD   -  SNEADS FERRY (1988)
 EA2379
 EA2379                         *CURRENT SURVEY CONTROL
 EA2379  ___________________________________________________________________
 EA2379* NAD 83(2001)-  34 30 13.19571(N)    077 25 06.34320(W)     ADJUSTED  
 EA2379* NAVD 88     -              **(meters)            **(feet)            
 EA2379  ___________________________________________________________________
 EA2379  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 EA2379  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2379  HORZ ORDER  -  THIRD
 EA2379
 EA2379.The horizontal coordinates were established by classical geodetic methods
 EA2379.and adjusted by the National Geodetic Survey in August 2005.
 EA2379
 EA2379
 EA2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2379
 EA2379.The geoid height was determined by GEOID03.
 EA2379
 EA2379;                    North         East     Units Scale Factor Converg.
 EA2379;SPC NC       -    84,762.961   754,833.981   MT  0.99995718   +0 54 46.2
 EA2379;SPC NC       -   278,093.15  2,476,484.49   sFT  0.99995718   +0 54 46.2
 EA2379;UTM  18      - 3,820,659.050   277,966.304   MT  1.00020770   -1 22 13.8
 EA2379
 EA2379                          SUPERSEDED SURVEY CONTROL
 EA2379
 EA2379  NAD 83(1986)-  34 30 13.20826(N)    077 25 06.35654(W) AD(       ) 4
 EA2379  NAD 27      -  34 30 12.61300(N)    077 25 07.48100(W) AD(       ) 3
 EA2379
 EA2379.Superseded values are not recommended for survey control.
 EA2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2379.See file dsdata.txt to determine how the superseded data were derived.
 EA2379
 EA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7796620659(NAD 83)
 EA2379_STAMPING: 151
 EA2379_MARK LOGO: USE   
 EA2379
 EA2379  HISTORY     - Date     Condition        Report By
 EA2379  HISTORY     - UNK      MONUMENTED       USE
 EA2379  HISTORY     - 1950     GOOD             CGS
 EA2379  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2379
 EA2379                          STATION DESCRIPTION
 EA2379
 EA2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2379'STATION WAS RECOVERED IN GOOD CONDITION.  NO DESCRIPTION WAS
 EA2379'AVAILABLE.  DESCRIPTION FOLLOWS--
 EA2379'
 EA2379'STATION IS LOCATED ABOUT 5 MILES W OF NEW RIVER INLET, IN
 EA2379'THE INTRACOASTAL WATERWAY, ON THE W SIDE OF ALLIGATOR BAY.  IT
 EA2379'IS 90 FEET W OF THE POINT OF LAND AND 14 FEET N OF THE HIGH
 EA2379'WATER LINE OF THE INTRACOASTAL WATERWAY.
 EA2379'
 EA2379'STATION MARK IS A STANDARD U.S.E. DISK, STAMPED 151, AND SET
 EA2379'IN A 6-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.
 EA2379
 EA2379                          STATION RECOVERY (1964)
 EA2379
 EA2379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2379'LOST.  STATION SEARCHED FOR AS DESCRIBED IN 1950 BUT COULD NOT
 EA2379'BE FOUND.  THE POINT APPEARS TO BE WASHING AND THE STATION IS
 EA2379'BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2380 ***********************************************************************
 EA2380  DESIGNATION -  3 3 182
 EA2380  PID         -  EA2380
 EA2380  STATE/COUNTY-  NC/ONSLOW
 EA2380  USGS QUAD   -  SNEADS FERRY (1988)
 EA2380
 EA2380                         *CURRENT SURVEY CONTROL
 EA2380  ___________________________________________________________________
 EA2380* NAD 83(2001)-  34 30 02.05212(N)    077 25 42.10316(W)     ADJUSTED  
 EA2380* NAVD 88     -              **(meters)            **(feet)            
 EA2380  ___________________________________________________________________
 EA2380  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EA2380  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2380  HORZ ORDER  -  THIRD
 EA2380
 EA2380.The horizontal coordinates were established by classical geodetic methods
 EA2380.and adjusted by the National Geodetic Survey in August 2005.
 EA2380
 EA2380
 EA2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2380
 EA2380.The geoid height was determined by GEOID03.
 EA2380
 EA2380;                    North         East     Units Scale Factor Converg.
 EA2380;SPC NC       -    84,405.150   753,927.334   MT  0.99995788   +0 54 25.6
 EA2380;SPC NC       -   276,919.23  2,473,509.93   sFT  0.99995788   +0 54 25.6
 EA2380;UTM  18      - 3,820,337.562   277,045.891   MT  1.00021274   -1 22 33.7
 EA2380
 EA2380                          SUPERSEDED SURVEY CONTROL
 EA2380
 EA2380  NAD 83(1986)-  34 30 02.06466(N)    077 25 42.11660(W) AD(       ) 4
 EA2380  NAD 27      -  34 30 01.46900(N)    077 25 43.23800(W) AD(       ) 3
 EA2380
 EA2380.Superseded values are not recommended for survey control.
 EA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2380.See file dsdata.txt to determine how the superseded data were derived.
 EA2380
 EA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7704620338(NAD 83)
 EA2380_MARK LOGO: USE   
 EA2380
 EA2380  HISTORY     - Date     Condition        Report By
 EA2380  HISTORY     - UNK      MONUMENTED       USE
 EA2380  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2380  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2380
 EA2380                          STATION DESCRIPTION
 EA2380
 EA2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2380'NO DESCRIPTION WAS AVAILABLE.  A THOROUGH SEARCH WAS MADE BY
 EA2380'TWO MEN IN THE VICINITY OF THE PLOTTED POSITION BUT THE
 EA2380'STATION COULD NOT BE FOUND.
 EA2380
 EA2380                          STATION RECOVERY (1964)
 EA2380
 EA2380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2380'LOST.  NO DESCRIPTION AVAILABLE.  A SEARCH WAS MADE IN THE
 EA2380'VICINITY OF THE PLOTTED POSITION BUT THE STATION COULD NOT
 EA2380'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2476 ***********************************************************************
 EA2476  DESIGNATION -  3 3 216 PLUS
 EA2476  PID         -  EA2476
 EA2476  STATE/COUNTY-  NC/ONSLOW
 EA2476  USGS QUAD   -  SPICER BAY (1971)
 EA2476
 EA2476                         *CURRENT SURVEY CONTROL
 EA2476  ___________________________________________________________________
 EA2476* NAD 83(2001)-  34 29 51.25503(N)    077 26 16.76602(W)     ADJUSTED  
 EA2476* NAVD 88     -              **(meters)            **(feet)            
 EA2476  ___________________________________________________________________
 EA2476  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EA2476  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2476  HORZ ORDER  -  THIRD
 EA2476
 EA2476.The horizontal coordinates were established by classical geodetic methods
 EA2476.and adjusted by the National Geodetic Survey in August 2005.
 EA2476
 EA2476
 EA2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2476
 EA2476.The geoid height was determined by GEOID03.
 EA2476
 EA2476;                    North         East     Units Scale Factor Converg.
 EA2476;SPC NC       -    84,058.544   753,048.435   MT  0.99995856   +0 54 05.6
 EA2476;SPC NC       -   275,782.07  2,470,626.41   sFT  0.99995856   +0 54 05.6
 EA2476;UTM  18      - 3,820,026.164   276,153.652   MT  1.00021766   -1 22 53.0
 EA2476
 EA2476                          SUPERSEDED SURVEY CONTROL
 EA2476
 EA2476  NAD 83(1986)-  34 29 51.26760(N)    077 26 16.77946(W) AD(       ) 4
 EA2476  NAD 27      -  34 29 50.67300(N)    077 26 17.89600(W) AD(       ) 3
 EA2476
 EA2476.Superseded values are not recommended for survey control.
 EA2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2476.See file dsdata.txt to determine how the superseded data were derived.
 EA2476
 EA2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7615420026(NAD 83)
 EA2476_MARK LOGO: USE   
 EA2476
 EA2476  HISTORY     - Date     Condition        Report By
 EA2476  HISTORY     - UNK      MONUMENTED       USE
 EA2476  HISTORY     - 1950     GOOD             CGS
 EA2476  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2476  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2476
 EA2476                          STATION DESCRIPTION
 EA2476
 EA2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2476'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 EA2476'FOLLOWS--
 EA2476'
 EA2476'STATION IS LOCATED ON THE N BANK OF THE INTRACOASTAL WATERWAY
 EA2476'AND THE E SHORE OF GOOSE BAY, 59 FEET E OF THE MEAN HIGH-WATER
 EA2476'LINE OF GOOSE BAY, 13.2 FEET N OF THE MEAN HIGH-WATER LINE
 EA2476'OF THE INTRACOASTAL WATERWAY.
 EA2476'
 EA2476'STATION MARK IS A STANDARD U.S.E. DISK, UNSTAMPED, AND SET
 EA2476'IN A 6-INCH ROUND CONCRETE-FILLED TILE PIPE PROJECTING 4 INCHES.
 EA2476
 EA2476                          STATION RECOVERY (1964)
 EA2476
 EA2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2476'LOST.  STATION SEARCHED FOR AS DESCRIBED IN 1950, BUT COULD
 EA2476'NOT BE FOUND.  THE STATION MAY BE INTACT BUT COVERED BY SAND.
 EA2476
 EA2476                          STATION RECOVERY (1965)
 EA2476
 EA2476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2476'STATION WAS SEARCHED IN AREA OF PLOTTED POSITION, BUT NOTHING
 EA2476'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2477 ***********************************************************************
 EA2477  DESIGNATION -  3 3 247 PLUS
 EA2477  PID         -  EA2477
 EA2477  STATE/COUNTY-  NC/ONSLOW
 EA2477  USGS QUAD   -  SPICER BAY (1971)
 EA2477
 EA2477                         *CURRENT SURVEY CONTROL
 EA2477  ___________________________________________________________________
 EA2477* NAD 83(2001)-  34 29 39.74877(N)    077 26 53.73641(W)     ADJUSTED  
 EA2477* NAVD 88     -              **(meters)            **(feet)            
 EA2477  ___________________________________________________________________
 EA2477  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EA2477  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2477  HORZ ORDER  -  THIRD
 EA2477
 EA2477.The horizontal coordinates were established by classical geodetic methods
 EA2477.and adjusted by the National Geodetic Survey in August 2005.
 EA2477
 EA2477
 EA2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2477
 EA2477.The geoid height was determined by GEOID03.
 EA2477
 EA2477;                    North         East     Units Scale Factor Converg.
 EA2477;SPC NC       -    83,689.254   752,110.949   MT  0.99995929   +0 53 44.2
 EA2477;SPC NC       -   274,570.49  2,467,550.67   sFT  0.99995929   +0 53 44.2
 EA2477;UTM  18      - 3,819,694.422   275,201.952   MT  1.00022292   -1 23 13.5
 EA2477
 EA2477                          SUPERSEDED SURVEY CONTROL
 EA2477
 EA2477  NAD 83(1986)-  34 29 39.76141(N)    077 26 53.74978(W) AD(       ) 4
 EA2477  NAD 27      -  34 29 39.16500(N)    077 26 54.86500(W) AD(       ) 3
 EA2477
 EA2477.Superseded values are not recommended for survey control.
 EA2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2477.See file dsdata.txt to determine how the superseded data were derived.
 EA2477
 EA2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7520219694(NAD 83)
 EA2477_MARK LOGO: USE   
 EA2477
 EA2477  HISTORY     - Date     Condition        Report By
 EA2477  HISTORY     - UNK      MONUMENTED       USE
 EA2477  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EA2477
 EA2477                          STATION DESCRIPTION
 EA2477
 EA2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2477'STATION WAS DESTROYED.  THE MARK WAS FOUND LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2478 ***********************************************************************
 EA2478  DESIGNATION -  3 3 4
 EA2478  PID         -  EA2478
 EA2478  STATE/COUNTY-  NC/ONSLOW
 EA2478  USGS QUAD   -  SPICER BAY (1971)
 EA2478
 EA2478                         *CURRENT SURVEY CONTROL
 EA2478  ___________________________________________________________________
 EA2478* NAD 83(2001)-  34 29 35.56284(N)    077 27 07.17856(W)     ADJUSTED  
 EA2478* NAVD 88     -              **(meters)            **(feet)            
 EA2478  ___________________________________________________________________
 EA2478  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EA2478  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2478  HORZ ORDER  -  THIRD
 EA2478
 EA2478.The horizontal coordinates were established by classical geodetic methods
 EA2478.and adjusted by the National Geodetic Survey in August 2005.
 EA2478
 EA2478
 EA2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2478
 EA2478.The geoid height was determined by GEOID03.
 EA2478
 EA2478;                    North         East     Units Scale Factor Converg.
 EA2478;SPC NC       -    83,554.935   751,770.068   MT  0.99995956   +0 53 36.5
 EA2478;SPC NC       -   274,129.82  2,466,432.30   sFT  0.99995956   +0 53 36.5
 EA2478;UTM  18      - 3,819,573.755   274,855.901   MT  1.00022484   -1 23 21.0
 EA2478
 EA2478                          SUPERSEDED SURVEY CONTROL
 EA2478
 EA2478  NAD 83(1986)-  34 29 35.57548(N)    077 27 07.19194(W) AD(       ) 4
 EA2478  NAD 27      -  34 29 34.98000(N)    077 27 08.30600(W) AD(       ) 3
 EA2478
 EA2478.Superseded values are not recommended for survey control.
 EA2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2478.See file dsdata.txt to determine how the superseded data were derived.
 EA2478
 EA2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7485619574(NAD 83)
 EA2478_MARK LOGO: USE   
 EA2478
 EA2478  HISTORY     - Date     Condition        Report By
 EA2478  HISTORY     - UNK      MONUMENTED       USE
 EA2478  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2478  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2478
 EA2478                          STATION DESCRIPTION
 EA2478
 EA2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2478'LOST.  A SEARCH WAS MADE AT THE PLOTTED POSITION, BUT NO TRACE
 EA2478'OF THE STATION COULD BE FOUND.
 EA2478
 EA2478                          STATION RECOVERY (1965)
 EA2478
 EA2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2478'STATION WAS SEARCHED IN AREA OF PLOTTED POSITION, BUT NOTHING
 EA2478'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2479 ***********************************************************************
 EA2479  DESIGNATION -  3 4 140 PLUS
 EA2479  PID         -  EA2479
 EA2479  STATE/COUNTY-  NC/ONSLOW
 EA2479  USGS QUAD   -  SPICER BAY (1971)
 EA2479
 EA2479                         *CURRENT SURVEY CONTROL
 EA2479  ___________________________________________________________________
 EA2479* NAD 83(2001)-  34 28 30.40299(N)    077 29 36.72502(W)     ADJUSTED  
 EA2479* NAVD 88     -              **(meters)            **(feet)            
 EA2479  ___________________________________________________________________
 EA2479  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 EA2479  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2479  HORZ ORDER  -  THIRD
 EA2479
 EA2479.The horizontal coordinates were established by classical geodetic methods
 EA2479.and adjusted by the National Geodetic Survey in August 2005.
 EA2479
 EA2479
 EA2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2479
 EA2479.The geoid height was determined by GEOID03.
 EA2479
 EA2479;                    North         East     Units Scale Factor Converg.
 EA2479;SPC NC       -    81,488.700   747,985.737   MT  0.99996375   +0 52 10.2
 EA2479;SPC NC       -   267,350.84  2,454,016.54   sFT  0.99996375   +0 52 10.2
 EA2479;UTM  18      - 3,817,659.325   270,991.235   MT  1.00024648   -1 24 43.5
 EA2479
 EA2479                          SUPERSEDED SURVEY CONTROL
 EA2479
 EA2479  NAD 83(1986)-  34 28 30.41589(N)    077 29 36.73793(W) AD(       ) 4
 EA2479  NAD 27      -  34 28 29.81000(N)    077 29 37.85000(W) AD(       ) 3
 EA2479
 EA2479.Superseded values are not recommended for survey control.
 EA2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2479.See file dsdata.txt to determine how the superseded data were derived.
 EA2479
 EA2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7099117659(NAD 83)
 EA2479_MARK LOGO: USE   
 EA2479
 EA2479  HISTORY     - Date     Condition        Report By
 EA2479  HISTORY     - UNK      MONUMENTED       USE
 EA2479  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EA2479
 EA2479                          STATION DESCRIPTION
 EA2479
 EA2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2479'STATION WAS DESTROYED.  THE REMAINS WERE FOUND LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2512 ***********************************************************************
 EA2512  DESIGNATION -  3 4 5
 EA2512  PID         -  EA2512
 EA2512  STATE/COUNTY-  NC/ONSLOW
 EA2512  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2512
 EA2512                         *CURRENT SURVEY CONTROL
 EA2512  ___________________________________________________________________
 EA2512* NAD 83(2001)-  34 28 07.19023(N)    077 30 29.90363(W)     ADJUSTED  
 EA2512* NAVD 88     -              **(meters)            **(feet)            
 EA2512  ___________________________________________________________________
 EA2512  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EA2512  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 EA2512  HORZ ORDER  -  THIRD
 EA2512
 EA2512.The horizontal coordinates were established by classical geodetic methods
 EA2512.and adjusted by the National Geodetic Survey in August 2005.
 EA2512
 EA2512
 EA2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2512
 EA2512.The geoid height was determined by GEOID03.
 EA2512
 EA2512;                    North         East     Units Scale Factor Converg.
 EA2512;SPC NC       -    80,753.033   746,639.640   MT  0.99996527   +0 51 39.5
 EA2512;SPC NC       -   264,937.24  2,449,600.22   sFT  0.99996527   +0 51 39.5
 EA2512;UTM  18      - 3,816,977.630   269,616.528   MT  1.00025427   -1 25 12.8
 EA2512
 EA2512                          SUPERSEDED SURVEY CONTROL
 EA2512
 EA2512  NAD 83(1986)-  34 28 07.20324(N)    077 30 29.91640(W) AD(       ) 4
 EA2512  NAD 27      -  34 28 06.60000(N)    077 30 31.03000(W) AD(       ) 3
 EA2512
 EA2512.Superseded values are not recommended for survey control.
 EA2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2512.See file dsdata.txt to determine how the superseded data were derived.
 EA2512
 EA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6961716978(NAD 83)
 EA2512_MARKER: Z = SEE DESCRIPTION
 EA2512_SETTING: 0 = UNSPECIFIED SETTING
 EA2512_MARK LOGO: USE   
 EA2512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2512
 EA2512  HISTORY     - Date     Condition        Report By
 EA2512  HISTORY     - 1933     MONUMENTED       USE
 EA2512  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2512
 EA2512                          STATION DESCRIPTION
 EA2512
 EA2512'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2512'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2512'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2512'BY TRIANGULATION.
 EA2512
 EA2512                          STATION RECOVERY (1964)
 EA2512
 EA2512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2512'LOST.  THIS STATION PLOTTED IN THE WATER.  IT IS RECOMMENDED
 EA2512'THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2480 ***********************************************************************
 EA2480  DESIGNATION -  3 4 8 PLUS
 EA2480  PID         -  EA2480
 EA2480  STATE/COUNTY-  NC/ONSLOW
 EA2480  USGS QUAD   -  SPICER BAY (1971)
 EA2480
 EA2480                         *CURRENT SURVEY CONTROL
 EA2480  ___________________________________________________________________
 EA2480* NAD 83(2001)-  34 29 31.62563(N)    077 27 16.21388(W)     ADJUSTED  
 EA2480* NAVD 88     -              **(meters)            **(feet)            
 EA2480  ___________________________________________________________________
 EA2480  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EA2480  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA2480  HORZ ORDER  -  THIRD
 EA2480
 EA2480.The horizontal coordinates were established by classical geodetic methods
 EA2480.and adjusted by the National Geodetic Survey in August 2005.
 EA2480
 EA2480
 EA2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2480
 EA2480.The geoid height was determined by GEOID03.
 EA2480
 EA2480;                    North         East     Units Scale Factor Converg.
 EA2480;SPC NC       -    83,430.041   751,541.475   MT  0.99995981   +0 53 31.3
 EA2480;SPC NC       -   273,720.06  2,465,682.32   sFT  0.99995981   +0 53 31.3
 EA2480;UTM  18      - 3,819,458.033   274,622.452   MT  1.00022614   -1 23 26.0
 EA2480
 EA2480                          SUPERSEDED SURVEY CONTROL
 EA2480
 EA2480  NAD 83(1986)-  34 29 31.63828(N)    077 27 16.22731(W) AD(       ) 4
 EA2480  NAD 27      -  34 29 31.04300(N)    077 27 17.34100(W) AD(       ) 3
 EA2480
 EA2480.Superseded values are not recommended for survey control.
 EA2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2480.See file dsdata.txt to determine how the superseded data were derived.
 EA2480
 EA2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7462219458(NAD 83)
 EA2480_MARK LOGO: USE   
 EA2480
 EA2480  HISTORY     - Date     Condition        Report By
 EA2480  HISTORY     - UNK      MONUMENTED       USE
 EA2480  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2480  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2480
 EA2480                          STATION DESCRIPTION
 EA2480
 EA2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2480'LOST.  A SEARCH WAS MADE AT THE PLOTTED POSITION BUT NO TRACE
 EA2480'OF THE STATION COULD BE FOUND.
 EA2480
 EA2480                          STATION RECOVERY (1965)
 EA2480
 EA2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2480'STATION WAS SEARCHED IN AREA OF PLOTTED POSITION, BUT NOTHING
 EA2480'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2513 ***********************************************************************
 EA2513  DESIGNATION -  3 5 25
 EA2513  PID         -  EA2513
 EA2513  STATE/COUNTY-  NC/ONSLOW
 EA2513  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2513
 EA2513                         *CURRENT SURVEY CONTROL
 EA2513  ___________________________________________________________________
 EA2513* NAD 83(2001)-  34 27 48.95477(N)    077 30 50.31420(W)     ADJUSTED  
 EA2513* NAVD 88     -              **(meters)            **(feet)            
 EA2513  ___________________________________________________________________
 EA2513  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EA2513  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2513  HORZ ORDER  -  THIRD
 EA2513
 EA2513.The horizontal coordinates were established by classical geodetic methods
 EA2513.and adjusted by the National Geodetic Survey in August 2005.
 EA2513
 EA2513
 EA2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2513
 EA2513.The geoid height was determined by GEOID03.
 EA2513
 EA2513;                    North         East     Units Scale Factor Converg.
 EA2513;SPC NC       -    80,183.394   746,127.237   MT  0.99996647   +0 51 27.7
 EA2513;SPC NC       -   263,068.35  2,447,919.11   sFT  0.99996647   +0 51 27.7
 EA2513;UTM  18      - 3,816,428.677   269,081.703   MT  1.00025731   -1 25 23.7
 EA2513
 EA2513                          SUPERSEDED SURVEY CONTROL
 EA2513
 EA2513  NAD 83(1986)-  34 27 48.96787(N)    077 30 50.32688(W) AD(       ) 4
 EA2513  NAD 27      -  34 27 48.36500(N)    077 30 51.44000(W) AD(       ) 3
 EA2513
 EA2513.Superseded values are not recommended for survey control.
 EA2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2513.See file dsdata.txt to determine how the superseded data were derived.
 EA2513
 EA2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6908216429(NAD 83)
 EA2513_MARKER: Z = SEE DESCRIPTION
 EA2513_SETTING: 0 = UNSPECIFIED SETTING
 EA2513_MARK LOGO: USE   
 EA2513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2513
 EA2513  HISTORY     - Date     Condition        Report By
 EA2513  HISTORY     - 1933     MONUMENTED       USE
 EA2513  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2513
 EA2513                          STATION DESCRIPTION
 EA2513
 EA2513'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2513'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2513'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2513'BY TRIANGULATION.
 EA2513
 EA2513                          STATION RECOVERY (1964)
 EA2513
 EA2513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2513'LOST.  THIS STATION PLOTTED IN THE WATER.  IT IS RECOMMENDED
 EA2513'THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2514 ***********************************************************************
 EA2514  DESIGNATION -  3 5 43
 EA2514  PID         -  EA2514
 EA2514  STATE/COUNTY-  NC/ONSLOW
 EA2514  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2514
 EA2514                         *CURRENT SURVEY CONTROL
 EA2514  ___________________________________________________________________
 EA2514* NAD 83(2001)-  34 27 35.87531(N)    077 31 04.97218(W)     ADJUSTED  
 EA2514* NAVD 88     -              **(meters)            **(feet)            
 EA2514  ___________________________________________________________________
 EA2514  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 EA2514  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2514  HORZ ORDER  -  THIRD
 EA2514
 EA2514.The horizontal coordinates were established by classical geodetic methods
 EA2514.and adjusted by the National Geodetic Survey in August 2005.
 EA2514
 EA2514
 EA2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2514
 EA2514.The geoid height was determined by GEOID03.
 EA2514
 EA2514;                    North         East     Units Scale Factor Converg.
 EA2514;SPC NC       -    79,774.828   745,759.204   MT  0.99996734   +0 51 19.2
 EA2514;SPC NC       -   261,727.91  2,446,711.66   sFT  0.99996734   +0 51 19.2
 EA2514;UTM  18      - 3,816,034.968   268,697.590   MT  1.00025950   -1 25 31.5
 EA2514
 EA2514                          SUPERSEDED SURVEY CONTROL
 EA2514
 EA2514  NAD 83(1986)-  34 27 35.88845(N)    077 31 04.98486(W) AD(       ) 4
 EA2514  NAD 27      -  34 27 35.28600(N)    077 31 06.09700(W) AD(       ) 3
 EA2514
 EA2514.Superseded values are not recommended for survey control.
 EA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2514.See file dsdata.txt to determine how the superseded data were derived.
 EA2514
 EA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6869816035(NAD 83)
 EA2514_MARKER: Z = SEE DESCRIPTION
 EA2514_SETTING: 0 = UNSPECIFIED SETTING
 EA2514_MARK LOGO: USE   
 EA2514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2514
 EA2514  HISTORY     - Date     Condition        Report By
 EA2514  HISTORY     - 1933     MONUMENTED       USE
 EA2514  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2514
 EA2514                          STATION DESCRIPTION
 EA2514
 EA2514'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2514'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2514'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2514'BY TRIANGULATION.
 EA2514
 EA2514                          STATION RECOVERY (1964)
 EA2514
 EA2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2514'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO
 EA2514'TRACE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2519 ***********************************************************************
 EA2519  DESIGNATION -  3 5 6
 EA2519  PID         -  EA2519
 EA2519  STATE/COUNTY-  NC/PENDER
 EA2519  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2519
 EA2519                         *CURRENT SURVEY CONTROL
 EA2519  ___________________________________________________________________
 EA2519* NAD 83(2001)-  34 25 47.61846(N)    077 33 06.06208(W)     ADJUSTED  
 EA2519* NAVD 88     -              **(meters)            **(feet)            
 EA2519  ___________________________________________________________________
 EA2519  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EA2519  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2519  HORZ ORDER  -  THIRD
 EA2519
 EA2519.The horizontal coordinates were established by classical geodetic methods
 EA2519.and adjusted by the National Geodetic Survey in August 2005.
 EA2519
 EA2519
 EA2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2519
 EA2519.The geoid height was determined by GEOID03.
 EA2519
 EA2519;                    North         East     Units Scale Factor Converg.
 EA2519;SPC NC       -    76,393.841   742,717.693   MT  0.99997466   +0 50 09.3
 EA2519;SPC NC       -   250,635.46  2,436,732.96   sFT  0.99997466   +0 50 09.3
 EA2519;UTM  18      - 3,812,776.689   265,523.035   MT  1.00027774   -1 26 36.1
 EA2519
 EA2519                          SUPERSEDED SURVEY CONTROL
 EA2519
 EA2519  NAD 83(1986)-  34 25 47.63175(N)    077 33 06.07453(W) AD(       ) 4
 EA2519  NAD 27      -  34 25 47.02300(N)    077 33 07.18900(W) AD(       ) 3
 EA2519
 EA2519.Superseded values are not recommended for survey control.
 EA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2519.See file dsdata.txt to determine how the superseded data were derived.
 EA2519
 EA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6552312777(NAD 83)
 EA2519_MARKER: Z = SEE DESCRIPTION
 EA2519_SETTING: 0 = UNSPECIFIED SETTING
 EA2519_MARK LOGO: USE   
 EA2519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2519
 EA2519  HISTORY     - Date     Condition        Report By
 EA2519  HISTORY     - 1933     MONUMENTED       USE
 EA2519  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2519
 EA2519                          STATION DESCRIPTION
 EA2519
 EA2519'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2519'THIS U.S.E BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY BETWEEN
 EA2519'NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY TRIANGULATION.
 EA2519
 EA2519                          STATION RECOVERY (1964)
 EA2519
 EA2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2519'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE
 EA2519'OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2515 ***********************************************************************
 EA2515  DESIGNATION -  3 6 7
 EA2515  PID         -  EA2515
 EA2515  STATE/COUNTY-  NC/PENDER
 EA2515  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2515
 EA2515                         *CURRENT SURVEY CONTROL
 EA2515  ___________________________________________________________________
 EA2515* NAD 83(2001)-  34 25 00.12892(N)    077 35 13.03310(W)     ADJUSTED  
 EA2515* NAVD 88     -              **(meters)            **(feet)            
 EA2515  ___________________________________________________________________
 EA2515  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 EA2515  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA2515  HORZ ORDER  -  THIRD
 EA2515
 EA2515.The horizontal coordinates were established by classical geodetic methods
 EA2515.and adjusted by the National Geodetic Survey in August 2005.
 EA2515
 EA2515
 EA2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2515
 EA2515.The geoid height was determined by GEOID03.
 EA2515
 EA2515;                    North         East     Units Scale Factor Converg.
 EA2515;SPC NC       -    74,883.966   739,497.060   MT  0.99997795   +0 48 56.0
 EA2515;SPC NC       -   245,681.81  2,426,166.60   sFT  0.99997795   +0 48 56.0
 EA2515;UTM  18      - 3,811,395.642   262,243.892   MT  1.00029683   -1 27 46.3
 EA2515
 EA2515                          SUPERSEDED SURVEY CONTROL
 EA2515
 EA2515  NAD 83(1986)-  34 25 00.14274(N)    077 35 13.04539(W) AD(       ) 4
 EA2515  NAD 27      -  34 24 59.53900(N)    077 35 14.14900(W) AD(       ) 3
 EA2515
 EA2515.Superseded values are not recommended for survey control.
 EA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2515.See file dsdata.txt to determine how the superseded data were derived.
 EA2515
 EA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6224411396(NAD 83)
 EA2515_MARKER: Z = SEE DESCRIPTION
 EA2515_SETTING: 0 = UNSPECIFIED SETTING
 EA2515_MARK LOGO: USE   
 EA2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2515
 EA2515  HISTORY     - Date     Condition        Report By
 EA2515  HISTORY     - 1933     MONUMENTED       USE
 EA2515  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2515
 EA2515                          STATION DESCRIPTION
 EA2515
 EA2515'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2515'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2515'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2515'TRIANGULATION.
 EA2515
 EA2515                          STATION RECOVERY (1964)
 EA2515
 EA2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2515'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE
 EA2515'OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2570 ***********************************************************************
 EA2570  DESIGNATION -  3 7 8
 EA2570  PID         -  EA2570
 EA2570  STATE/COUNTY-  NC/PENDER
 EA2570  USGS QUAD   -  TOPSAIL (1970)
 EA2570
 EA2570                         *CURRENT SURVEY CONTROL
 EA2570  ___________________________________________________________________
 EA2570* NAD 83(2001)-  34 22 33.82647(N)    077 38 45.96443(W)     ADJUSTED  
 EA2570* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2570  ___________________________________________________________________
 EA2570  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EA2570  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA2570  HORZ ORDER  -  THIRD
 EA2570
 EA2570.The horizontal coordinates were established by classical geodetic methods
 EA2570.and adjusted by the National Geodetic Survey in August 2005.
 EA2570
 EA2570.The orthometric height was scaled from a topographic map.
 EA2570
 EA2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2570
 EA2570.The geoid height was determined by GEOID03.
 EA2570
 EA2570;                    North         East     Units Scale Factor Converg.
 EA2570;SPC NC       -    70,300.556   734,121.679   MT  0.99998844   +0 46 53.1
 EA2570;SPC NC       -   230,644.41  2,408,530.88   sFT  0.99998844   +0 46 53.1
 EA2570;UTM  18      - 3,807,028.009   256,688.795   MT  1.00032978   -1 29 41.2
 EA2570
 EA2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2570!SPC NC       -   1.00000590  x   0.99998844  =   0.99999434
 EA2570!UTM  18      -   1.00000590  x   1.00032978  =   1.00033568
 EA2570
 EA2570                          SUPERSEDED SURVEY CONTROL
 EA2570
 EA2570  NAD 83(1986)-  34 22 33.84093(N)    077 38 45.97814(W) AD(       ) 3
 EA2570  NAD 27      -  34 22 33.23200(N)    077 38 47.07100(W) AD(       ) 3
 EA2570
 EA2570.Superseded values are not recommended for survey control.
 EA2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2570.See file dsdata.txt to determine how the superseded data were derived.
 EA2570
 EA2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5668907028(NAD 83)
 EA2570_MARKER: Z = SEE DESCRIPTION
 EA2570_SETTING: 0 = UNSPECIFIED SETTING
 EA2570_MARK LOGO: USE   
 EA2570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2570
 EA2570  HISTORY     - Date     Condition        Report By
 EA2570  HISTORY     - 1933     MONUMENTED       USE
 EA2570  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2570  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA2570
 EA2570                          STATION DESCRIPTION
 EA2570
 EA2570'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2570'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2570'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2570'TRIANGULATION.
 EA2570
 EA2570                          STATION RECOVERY (1964)
 EA2570
 EA2570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2570'LOST.  THE PLOTTED POSITION PLACES THE STATION IN THE WATER.
 EA2570
 EA2570                          STATION RECOVERY (2005)
 EA2570
 EA2570'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA2570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2564 ***********************************************************************
 EA2564  DESIGNATION -  3 8 9
 EA2564  PID         -  EA2564
 EA2564  STATE/COUNTY-  NC/PENDER
 EA2564  USGS QUAD   -  HAMPSTEAD (1970)
 EA2564
 EA2564                         *CURRENT SURVEY CONTROL
 EA2564  ___________________________________________________________________
 EA2564* NAD 83(2001)-  34 20 38.69301(N)    077 42 01.90432(W)     ADJUSTED  
 EA2564* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2564  ___________________________________________________________________
 EA2564  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 EA2564  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA2564  HORZ ORDER  -  THIRD
 EA2564
 EA2564.The horizontal coordinates were established by classical geodetic methods
 EA2564.and adjusted by the National Geodetic Survey in August 2005.
 EA2564
 EA2564.The orthometric height was scaled from a topographic map.
 EA2564
 EA2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2564
 EA2564.The geoid height was determined by GEOID03.
 EA2564
 EA2564;                    North         East     Units Scale Factor Converg.
 EA2564;SPC NC       -    66,686.312   729,162.593   MT  0.99999704   +0 45 00.1
 EA2564;SPC NC       -   218,786.68  2,392,260.94   sFT  0.99999704   +0 45 00.1
 EA2564;UTM  18      - 3,803,612.289   251,588.334   MT  1.00036071   -1 31 27.5
 EA2564
 EA2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2564!SPC NC       -   1.00000589  x   0.99999704  =   1.00000293
 EA2564!UTM  18      -   1.00000589  x   1.00036071  =   1.00036660
 EA2564
 EA2564                          SUPERSEDED SURVEY CONTROL
 EA2564
 EA2564  NAD 83(1986)-  34 20 38.70744(N)    077 42 01.91839(W) AD(       ) 3
 EA2564  NAD 27      -  34 20 38.09700(N)    077 42 02.99900(W) AD(       ) 3
 EA2564
 EA2564.Superseded values are not recommended for survey control.
 EA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2564.See file dsdata.txt to determine how the superseded data were derived.
 EA2564
 EA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5158803612(NAD 83)
 EA2564_MARKER: Z = SEE DESCRIPTION
 EA2564_SETTING: 0 = UNSPECIFIED SETTING
 EA2564_MARK LOGO: USE   
 EA2564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2564
 EA2564  HISTORY     - Date     Condition        Report By
 EA2564  HISTORY     - 1933     MONUMENTED       USE
 EA2564  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2564  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA2564
 EA2564                          STATION DESCRIPTION
 EA2564
 EA2564'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2564'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2564'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2564'BY TRIANGULATION.
 EA2564
 EA2564                          STATION RECOVERY (1965)
 EA2564
 EA2564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2564'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING
 EA2564'COULD BE FOUND.
 EA2564
 EA2564                          STATION RECOVERY (2005)
 EA2564
 EA2564'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA2564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2565 ***********************************************************************
 EA2565  DESIGNATION -  3 9 10
 EA2565  PID         -  EA2565
 EA2565  STATE/COUNTY-  NC/PENDER
 EA2565  USGS QUAD   -  HAMPSTEAD (1970)
 EA2565
 EA2565                         *CURRENT SURVEY CONTROL
 EA2565  ___________________________________________________________________
 EA2565* NAD 83(2001)-  34 19 47.09582(N)    077 42 27.15660(W)     ADJUSTED  
 EA2565* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2565  ___________________________________________________________________
 EA2565  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 EA2565  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA2565  HORZ ORDER  -  THIRD
 EA2565
 EA2565.The horizontal coordinates were established by classical geodetic methods
 EA2565.and adjusted by the National Geodetic Survey in August 2005.
 EA2565
 EA2565.The orthometric height was scaled from a topographic map.
 EA2565
 EA2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2565
 EA2565.The geoid height was determined by GEOID03.
 EA2565
 EA2565;                    North         East     Units Scale Factor Converg.
 EA2565;SPC NC       -    65,088.134   728,537.939   MT  1.00000099   +0 44 45.5
 EA2565;SPC NC       -   213,543.32  2,390,211.55   sFT  1.00000099   +0 44 45.5
 EA2565;UTM  18      - 3,802,039.583   250,900.508   MT  1.00036493   -1 31 39.8
 EA2565
 EA2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2565!SPC NC       -   1.00000589  x   1.00000099  =   1.00000688
 EA2565!UTM  18      -   1.00000589  x   1.00036493  =   1.00037082
 EA2565
 EA2565                          SUPERSEDED SURVEY CONTROL
 EA2565
 EA2565  NAD 83(1986)-  34 19 47.11016(N)    077 42 27.17070(W) AD(       ) 3
 EA2565  NAD 27      -  34 19 46.50100(N)    077 42 28.24900(W) AD(       ) 3
 EA2565
 EA2565.Superseded values are not recommended for survey control.
 EA2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2565.See file dsdata.txt to determine how the superseded data were derived.
 EA2565
 EA2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5090102040(NAD 83)
 EA2565_MARKER: Z = SEE DESCRIPTION
 EA2565_SETTING: 0 = UNSPECIFIED SETTING
 EA2565_MARK LOGO: USE   
 EA2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2565
 EA2565  HISTORY     - Date     Condition        Report By
 EA2565  HISTORY     - 1933     MONUMENTED       USE
 EA2565  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2565
 EA2565                          STATION DESCRIPTION
 EA2565
 EA2565'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2565'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2565'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2565'BY TRIANGULATION.
 EA2565
 EA2565                          STATION RECOVERY (1965)
 EA2565
 EA2565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2565'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING
 EA2565'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1987 ***********************************************************************
 EA1987  DESIGNATION -  3 A
 EA1987  PID         -  EA1987
 EA1987  STATE/COUNTY-  NC/CARTERET
 EA1987  USGS QUAD   -  MANSFIELD (1994)
 EA1987
 EA1987                         *CURRENT SURVEY CONTROL
 EA1987  ___________________________________________________________________
 EA1987* NAD 83(2001)-  34 43 19.61941(N)    076 48 55.89103(W)     ADJUSTED  
 EA1987* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA1987  ___________________________________________________________________
 EA1987  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EA1987  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EA1987  HORZ ORDER  -  THIRD
 EA1987
 EA1987.The horizontal coordinates were established by classical geodetic methods
 EA1987.and adjusted by the National Geodetic Survey in August 2005.
 EA1987
 EA1987.The orthometric height was scaled from a topographic map.
 EA1987
 EA1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1987
 EA1987.The geoid height was determined by GEOID03.
 EA1987
 EA1987;                    North         East     Units Scale Factor Converg.
 EA1987;SPC NC       -   110,039.207   809,656.586   MT  0.99991503   +1 15 38.9
 EA1987;SPC NC       -   361,020.30  2,656,348.32   sFT  0.99991503   +1 15 38.9
 EA1987;UTM  18      - 3,843,728.036   333,762.338   MT  0.99994062   -1 02 03.7
 EA1987
 EA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1987!SPC NC       -   1.00000593  x   0.99991503  =   0.99992096
 EA1987!UTM  18      -   1.00000593  x   0.99994062  =   0.99994655
 EA1987
 EA1987                          SUPERSEDED SURVEY CONTROL
 EA1987
 EA1987  NAD 83(1986)-  34 43 19.62912(N)    076 48 55.89986(W) AD(       ) 3
 EA1987  NAD 27      -  34 43 19.04700(N)    076 48 57.11900(W) AD(       ) 3
 EA1987
 EA1987.Superseded values are not recommended for survey control.
 EA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1987.See file dsdata.txt to determine how the superseded data were derived.
 EA1987
 EA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3376243728(NAD 83)
 EA1987_MARKER: N = NAIL
 EA1987_SETTING: 0 = UNSPECIFIED SETTING
 EA1987_MARK LOGO: USE   
 EA1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1987
 EA1987  HISTORY     - Date     Condition        Report By
 EA1987  HISTORY     - 1933     MONUMENTED       USE
 EA1987  HISTORY     - 1946     MARK NOT FOUND   CGS
 EA1987  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA1987  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1987  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA1987
 EA1987                          STATION DESCRIPTION
 EA1987
 EA1987'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA1987'STATION IS A NAIL SET IN CEMENT IN THE TOP OF A 4-INCH VITRIFIED
 EA1987'CLAY TILE FILLED WITH CEMENT.  TOP OF TILE PROJECTS 1 FOOT
 EA1987'ABOVE GROUND SURFACE.  212.00 1932 IS MARKED IN THE
 EA1987'CEMENT.  STATION MARK IS LOCATED NEAR THE WESTERN END OF A LONG
 EA1987'IRREGULAR SHAPED SPOIL BANK, THE ONE FARTHEST W OF SEVERAL
 EA1987'SPOIL BANKS A FEW METERS S OF MAIN CHANNEL OF BOGUE SOUND.
 EA1987'SPOIL BANK IS BARE OF VEGETATION, COVERED WITH SHELLS, AND ABOUT
 EA1987'400 YARDS S OF MAINLAND.  U.S.E. MARK IS 6.7 METERS S OF,
 EA1987'6.3 METERS N OF, AND 6.7 METERS E OF MEAN HIGH-WATER
 EA1987'LINE.  ABOUT 600 YARDS ESE OF BEACON NO.3A.  ABOUT 1/2 MILE SW
 EA1987'OF SPOONERS.  MARK IS ON THE FIRST SPOIL BANK E OF
 EA1987'AND ABOUT 2/3 MILE FROM A LARGE 2-1/2 STORY WHITE HOUSE
 EA1987'WITH GREEN ROOF, ON THE MAINLAND.  AND IS WSW OF VILLA HOTEL.
 EA1987'THE MAINLAND IS WOODED OPPOSITE THE U.S.E. MARK AND HAS
 EA1987'HIGH BLUFFS AT THE WATERS EDGE, N AND NE OF THE MARK.
 EA1987'
 EA1987'CONNECTION TO MAIN SCHEME TRIANGULATION MADE BY CUTS FROM
 EA1987'MAIN SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA1987
 EA1987                          STATION RECOVERY (1946)
 EA1987
 EA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1987'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  SPOIL BANKS SHOW
 EA1987'EVIDENCE OF SHIFTING AND WASHING.  STATION IS LOST.
 EA1987
 EA1987                          STATION RECOVERY (1965)
 EA1987
 EA1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1987'LOST.  A SEARCH WAS MADE AT ABOUT 1/2 TIDE AND NO SPOIL BANK
 EA1987'COULD BE FOUND IN THE AREA.  THIS STATION ALSO REPORTED LOST IN
 EA1987'1946.
 EA1987
 EA1987                          STATION RECOVERY (2003)
 EA1987
 EA1987'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1987'MARK NOT FOUND.
 EA1987
 EA1987                          STATION RECOVERY (2004)
 EA1987
 EA1987'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2621 ***********************************************************************
 FZ2621  DESIGNATION -  3 AIM
 FZ2621  PID         -  FZ2621
 FZ2621  STATE/COUNTY-  NC/WILKES
 FZ2621  USGS QUAD   -  GILREATH (1966)
 FZ2621
 FZ2621                         *CURRENT SURVEY CONTROL
 FZ2621  ___________________________________________________________________
 FZ2621* NAD 83(2001)-  36 06 42.96918(N)    081 04 27.14218(W)     ADJUSTED  
 FZ2621* NAVD 88     -       341.48   (+/-2cm)    1120.3    (feet)  VERTCON   
 FZ2621  ___________________________________________________________________
 FZ2621  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FZ2621  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FZ2621  HORZ ORDER  -  SECOND
 FZ2621  VERT ORDER  -  THIRD (See Below)
 FZ2621
 FZ2621.The horizontal coordinates were established by classical geodetic methods
 FZ2621.and adjusted by the National Geodetic Survey in August 2005.
 FZ2621
 FZ2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2621.The vertical order pertains to the NGVD 29 superseded value.
 FZ2621
 FZ2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2621
 FZ2621.The geoid height was determined by GEOID03.
 FZ2621
 FZ2621;                    North         East     Units Scale Factor Converg.
 FZ2621;SPC NC       -   263,971.731   422,864.145   MT  0.99998519   -1 11 49.8
 FZ2621;SPC NC       -   866,047.25  1,387,346.78   sFT  0.99998519   -1 11 49.8
 FZ2621;UTM  17      - 3,996,366.444   493,321.439   MT  0.99960055   -0 02 37.4
 FZ2621
 FZ2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2621!SPC NC       -   0.99995160  x   0.99998519  =   0.99993679
 FZ2621!UTM  17      -   0.99995160  x   0.99960055  =   0.99955217
 FZ2621
 FZ2621                          SUPERSEDED SURVEY CONTROL
 FZ2621
 FZ2621  NAD 83(1995)-  36 06 42.97422(N)    081 04 27.14700(W) AD(       ) 2
 FZ2621  NAD 83(1993)-  36 06 42.97595(N)    081 04 27.14862(W) AD(       ) 2
 FZ2621  NAD 83(1986)-  36 06 42.97112(N)    081 04 27.14543(W) AD(       ) 2
 FZ2621  NGVD 29 (06/26/91)  341.62   (m)         1120.8    (f) LEVELING    3  
 FZ2621
 FZ2621.Superseded values are not recommended for survey control.
 FZ2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2621.See file dsdata.txt to determine how the superseded data were derived.
 FZ2621
 FZ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9332196366(NAD 83)
 FZ2621_MARKER: DB = BENCH MARK DISK
 FZ2621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FZ2621_SP_SET: HEADWALL
 FZ2621_STAMPING: 3 AIM 1963 1121
 FZ2621_MARK LOGO: USGS  
 FZ2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2621+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 FZ2621
 FZ2621  HISTORY     - Date     Condition        Report By
 FZ2621  HISTORY     - 1963     MONUMENTED
 FZ2621  HISTORY     - 19920706 GOOD             NCGS
 FZ2621
 FZ2621                          STATION DESCRIPTION
 FZ2621
 FZ2621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2621'THE STATION IS LOCATED ABOUT 5.1 MILES EAST-SOUTHEAST OF WILKESBORO.
 FZ2621'ALONG NC 115 FOR 2.75 MI (4.43 KM) SOUTHEAST FROM THE US 421
 FZ2621'UNDERPASS, 72 FT (21.9 M) SOUTHWEST OF SR 2340 INTERSECTION, IN SOUTH
 FZ2621'CONCRETE HEADWALL OF HIGHWAY CULVERT FOR CREEK.
 FZ2621'MARK IS 2 FEET LOWER THAN HIGHWAY. LOCATED 20.7 FT (6.3 M) SOUTH OF
 FZ2621'CENTERLINE OF HIGHWAY, 21.0 FT (6.4 M) EAST-SOUTHEAST OF DRIVE, AND
 FZ2621'2.7 FT (0.8 M) FROM ONE END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2829 ***********************************************************************
 FZ2829  DESIGNATION -  3 ATA
 FZ2829  PID         -  FZ2829
 FZ2829  STATE/COUNTY-  NC/WILKES
 FZ2829  USGS QUAD   -  BOOMER (1966)
 FZ2829
 FZ2829                         *CURRENT SURVEY CONTROL
 FZ2829  ___________________________________________________________________
 FZ2829* NAD 83(2007)-  36 03 14.63129(N)    081 16 19.73631(W)     ADJUSTED  
 FZ2829* NAVD 88     -       348.48   (+/-2cm)    1143.3    (feet)  VERTCON   
 FZ2829  ___________________________________________________________________
 FZ2829  EPOCH DATE  -        2002.00
 FZ2829  X           -     783,398.714 (meters)                     COMP
 FZ2829  Y           -  -5,102,942.577 (meters)                     COMP
 FZ2829  Z           -   3,733,229.102 (meters)                     COMP
 FZ2829  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FZ2829  ELLIP HEIGHT-         315.767 (meters)          (02/10/07) ADJUSTED
 FZ2829  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 FZ2829
 FZ2829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2829  Type    PID    Designation                      North   East  Ellip
 FZ2829  -------------------------------------------------------------------
 FZ2829  NETWORK FZ2829 3 ATA                             0.82   0.67   2.31
 FZ2829  -------------------------------------------------------------------
 FZ2829  VERT ORDER  -  THIRD ? (See Below)
 FZ2829
 FZ2829.The horizontal coordinates were established by GPS observations
 FZ2829.and adjusted by the National Geodetic Survey in February 2007.
 FZ2829
 FZ2829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2829.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2829.The epoch date for horizontal control is a decimal equivalence
 FZ2829.of Year/Month/Day.
 FZ2829
 FZ2829.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2829.The vertical order pertains to the NGVD 29 superseded value.
 FZ2829
 FZ2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2829
 FZ2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2829
 FZ2829.The ellipsoidal height was determined by GPS observations
 FZ2829.and is referenced to NAD 83.
 FZ2829
 FZ2829.The geoid height was determined by GEOID03.
 FZ2829
 FZ2829;                    North         East     Units Scale Factor Converg.
 FZ2829;SPC NC       -   257,942.201   404,899.722   MT  0.99997052   -1 18 41.1
 FZ2829;SPC NC       -   846,265.37  1,328,408.50   sFT  0.99997052   -1 18 41.1
 FZ2829;UTM  17      - 3,989,979.257   475,488.584   MT  0.99960740   -0 09 36.6
 FZ2829
 FZ2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2829!SPC NC       -   0.99995044  x   0.99997052  =   0.99992096
 FZ2829!UTM  17      -   0.99995044  x   0.99960740  =   0.99955786
 FZ2829
 FZ2829:                Primary Azimuth Mark                     Grid Az
 FZ2829:SPC NC       -  THANKFUL                                 251 29 24.8
 FZ2829:UTM  17      -  THANKFUL                                 250 20 20.3
 FZ2829
 FZ2829|---------------------------------------------------------------------|
 FZ2829| PID    Reference Object                     Distance      Geod. Az  |
 FZ2829|                                                           dddmmss.s |
 FZ2829| FZ2845 THANKFUL                            485.903 METERS 2501043.7 |
 FZ2829|---------------------------------------------------------------------|
 FZ2829
 FZ2829                          SUPERSEDED SURVEY CONTROL
 FZ2829
 FZ2829  NAD 83(1995)-  36 03 14.63343(N)    081 16 19.73803(W) AD(       ) 1
 FZ2829  NAD 83(1993)-  36 03 14.63781(N)    081 16 19.74152(W) AD(       ) 1
 FZ2829  NAD 83(1986)-  36 03 14.63851(N)    081 16 19.74078(W) AD(       ) 1
 FZ2829  NGVD 29 (02/04/93)  348.64   (m)         1143.8    (f) LEVELING    3  
 FZ2829
 FZ2829.Superseded values are not recommended for survey control.
 FZ2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2829.See file dsdata.txt to determine how the superseded data were derived.
 FZ2829
 FZ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7548989979(NAD 83)
 FZ2829_MARKER: DB = BENCH MARK DISK
 FZ2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2829_SP_SET: CONCRETE POST
 FZ2829_STAMPING: 3 ATA 1950
 FZ2829_MARK LOGO: USGS  
 FZ2829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2829+STABILITY: SURFACE MOTION
 FZ2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2829+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 FZ2829
 FZ2829  HISTORY     - Date     Condition        Report By
 FZ2829  HISTORY     - 1950     MONUMENTED       USGS
 FZ2829  HISTORY     - 19891030 GOOD             NCGS
 FZ2829
 FZ2829                          STATION DESCRIPTION
 FZ2829
 FZ2829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FZ2829'STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) SOUTHWEST OF BOOMER, AND 14.1
 FZ2829'KM (8.8 MI) SOUTHWEST OF WILKESBORO.
 FZ2829'ALONG NC 18 FOR 10.9 KM (6.8 MI) SOUTHWEST FROM THE NC 16 JUNCTION (AT
 FZ2829'MORAVIAN FALLS) TO SR 1123 (HIGH ROCK ROAD) IN SOUTHWEST QUADRANT
 FZ2829'NEAR ASPHALT DRIVE.
 FZ2829'MARK IS PROJECTING 2 INCHES ABOVE GROUND AND IS LEVEL WITH THE
 FZ2829'HIGHWAY. LOCATED 7.7 M (25.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FZ2829'NC 18, 27.40 M (89.89 FT) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 FZ2829'SR 1123, 4.26 M (13.98 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 FZ2829'ASPHALT DRIVE, 30.1 M (98.8 FT) WEST-NORTHWEST OF NORTHWEST CORNER OF
 FZ2829'FRAME HOUSE, AND 18.0 M (59.1 FT) SOUTH OF POWER POLE (ACROSS ROAD)
 FZ2829'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2309 ***********************************************************************
 EY2309  DESIGNATION -  3 CMP
 EY2309  PID         -  EY2309
 EY2309  STATE/COUNTY-  NC/CRAVEN
 EY2309  USGS QUAD   -  ASKIN (1983)
 EY2309
 EY2309                         *CURRENT SURVEY CONTROL
 EY2309  ___________________________________________________________________
 EY2309* NAD 83(2007)-  35 14 20.94459(N)    077 01 17.21804(W)     ADJUSTED  
 EY2309* NAVD 88     -         9.878  (meters)      32.41   (feet)  ADJUSTED  
 EY2309  ___________________________________________________________________
 EY2309  EPOCH DATE  -        2002.00
 EY2309  X           -   1,171,249.101 (meters)                     COMP
 EY2309  Y           -  -5,081,916.265 (meters)                     COMP
 EY2309  Z           -   3,659,553.251 (meters)                     COMP
 EY2309  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EY2309  ELLIP HEIGHT-         -27.144 (meters)          (02/10/07) ADJUSTED
 EY2309  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY2309  DYNAMIC HT  -           9.869 (meters)      32.38  (feet)  COMP
 EY2309
 EY2309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2309  Type    PID    Designation                      North   East  Ellip
 EY2309  -------------------------------------------------------------------
 EY2309  NETWORK EY2309 3 CMP                             1.00   0.88   2.86
 EY2309  -------------------------------------------------------------------
 EY2309  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 EY2309
 EY2309  VERT ORDER  -  SECOND    CLASS II
 EY2309
 EY2309.The horizontal coordinates were established by GPS observations
 EY2309.and adjusted by the National Geodetic Survey in February 2007.
 EY2309
 EY2309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2309.The horizontal coordinates are valid at the epoch date displayed above.
 EY2309.The epoch date for horizontal control is a decimal equivalence
 EY2309.of Year/Month/Day.
 EY2309
 EY2309.The orthometric height was determined by differential leveling
 EY2309.and adjusted in April 2001.
 EY2309
 EY2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2309
 EY2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2309
 EY2309.The ellipsoidal height was determined by GPS observations
 EY2309.and is referenced to NAD 83.
 EY2309
 EY2309.The geoid height was determined by GEOID03.
 EY2309
 EY2309.The dynamic height is computed by dividing the NAVD 88
 EY2309.geopotential number by the normal gravity value computed on the
 EY2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2309.degrees latitude (g = 980.6199 gals.).
 EY2309
 EY2309.The modeled gravity was interpolated from observed gravity values.
 EY2309
 EY2309;                    North         East     Units Scale Factor Converg.
 EY2309;SPC NC       -   166,985.858   789,657.533   MT  0.99987262   +1 08 31.1
 EY2309;SPC NC       -   547,852.77  2,590,734.76   sFT  0.99987262   +1 08 31.1
 EY2309;UTM  18      - 3,901,437.177   316,064.828   MT  1.00001696   -1 10 00.1
 EY2309
 EY2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2309!SPC NC       -   1.00000426  x   0.99987262  =   0.99987688
 EY2309!UTM  18      -   1.00000426  x   1.00001696  =   1.00002122
 EY2309
 EY2309|---------------------------------------------------------------------|
 EY2309| PID    Reference Object                     Distance      Geod. Az  |
 EY2309|                                                           dddmmss.s |
 EY2309| EY2308 ASKIN 16                            338.153 METERS 05429     |
 EY2309| EY2310 ASKIN 14                            295.901 METERS 24920     |
 EY2309|---------------------------------------------------------------------|
 EY2309
 EY2309                          SUPERSEDED SURVEY CONTROL
 EY2309
 EY2309  NAD 83(2001)-  35 14 20.94504(N)    077 01 17.21696(W) AD(       ) 1
 EY2309  ELLIP H (03/13/03)  -27.132  (m)                       GP(       ) 4 2
 EY2309  NAD 83(1986)-  35 14 20.95628(N)    077 01 17.22720(W) AD(       ) 1
 EY2309  NAD 83(1986)-  35 14 20.97493(N)    077 01 17.24253(W) AD(       ) 3
 EY2309  NAD 27      -  35 14 20.38715(N)    077 01 18.46349(W) AD(       ) 3
 EY2309  NAVD 88 (06/06/02)    9.88   (m)           32.4    (f) LEVELING    3  
 EY2309  NGVD 29 (07/19/86)   10.22   (m)           33.5    (f) LEVELING    3  
 EY2309
 EY2309.Superseded values are not recommended for survey control.
 EY2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2309.See file dsdata.txt to determine how the superseded data were derived.
 EY2309
 EY2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1606501437(NAD 83)
 EY2309_MARKER: DB = BENCH MARK DISK
 EY2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2309_STAMPING: 3 CMP 1964 34 ET
 EY2309_MARK LOGO: USGS  
 EY2309_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2309+STABILITY: SURFACE MOTION
 EY2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2309+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 EY2309
 EY2309  HISTORY     - Date     Condition        Report By
 EY2309  HISTORY     - 1964     MONUMENTED       USGS
 EY2309  HISTORY     - 1975     POOR             USGS
 EY2309  HISTORY     - 19970213 GOOD             NCGS
 EY2309  HISTORY     - 20010827 GOOD             NCGS
 EY2309
 EY2309                          STATION DESCRIPTION
 EY2309
 EY2309'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EY2309'ASKIN, 3.0 MI E. OF, ALONG PAVED RD., 3 FT W. OF POWER POLE, 44 FT S.
 EY2309'AND 64 FT W. OF, AND 1.8 FT HIGHER THAN CENTERLINE OF PRIVATE DRIVE
 EY2309'S., IN CONCRETE POST, STANDARD TABLET STAMPED---3 CMP 1964 34 ET---,
 EY2309'(DISTURBED, 1975)
 EY2309
 EY2309                          STATION RECOVERY (1997)
 EY2309
 EY2309'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY2309'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION WRITTEN. ALONG SR 1003
 EY2309'(AURORA ROAD) FOR 3.5 MI (5.6 KM) NORTHEAST FROM US 17, IN THE
 EY2309'COMMUNITY OF ASKIN, IN THE NORTHWEST CORNER OF A YARD OF A MOBILE
 EY2309'HOME. MARK IS STABLE ALTHOUGH PROJECTING 15-INCHES AND LEANING
 EY2309'SLIGHTLY TO THE WEST. LOCATED 42.8 FT (13.0 M) SOUTH-SOUTHEAST OF THE
 EY2309'CENTER OF SR 1003, 59.0 FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF A
 EY2309'SOIL DRIVE TO THE MOBILE HOME, 35.6 FT (10.9 M) SOUTHWEST OF A POWER
 EY2309'SERVICE POLE WITH REFERENCE TAG.
 EY2309
 EY2309                          STATION RECOVERY (2001)
 EY2309
 EY2309'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5336 ***********************************************************************
 AI5336  DESIGNATION -  3 DOP
 AI5336  PID         -  AI5336
 AI5336  STATE/COUNTY-  NC/NORTHAMPTON
 AI5336  USGS QUAD   -  BARLEY (1980)
 AI5336
 AI5336                         *CURRENT SURVEY CONTROL
 AI5336  ___________________________________________________________________
 AI5336* NAD 83(2007)-  36 30 02.35615(N)    077 38 41.41093(W)     ADJUSTED  
 AI5336* NAVD 88     -        54.656  (meters)     179.32   (feet)  ADJUSTED  
 AI5336  ___________________________________________________________________
 AI5336  EPOCH DATE  -        2002.00
 AI5336  X           -   1,098,348.402 (meters)                     COMP
 AI5336  Y           -  -5,014,281.389 (meters)                     COMP
 AI5336  Z           -   3,773,005.258 (meters)                     COMP
 AI5336  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AI5336  ELLIP HEIGHT-          20.727 (meters)          (02/10/07) ADJUSTED
 AI5336  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AI5336  DYNAMIC HT  -          54.614 (meters)     179.18  (feet)  COMP
 AI5336
 AI5336  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5336  Type    PID    Designation                      North   East  Ellip
 AI5336  -------------------------------------------------------------------
 AI5336  NETWORK AI5336 3 DOP                             0.53   0.55   1.43
 AI5336  -------------------------------------------------------------------
 AI5336  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 AI5336
 AI5336  VERT ORDER  -  SECOND    CLASS II
 AI5336
 AI5336.The horizontal coordinates were established by GPS observations
 AI5336.and adjusted by the National Geodetic Survey in February 2007.
 AI5336
 AI5336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5336.The horizontal coordinates are valid at the epoch date displayed above.
 AI5336.The epoch date for horizontal control is a decimal equivalence
 AI5336.of Year/Month/Day.
 AI5336
 AI5336.The orthometric height was determined by differential leveling
 AI5336.and adjusted in July 2000.
 AI5336.No vertical observational check was made to the station.
 AI5336
 AI5336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5336
 AI5336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5336
 AI5336.The ellipsoidal height was determined by GPS observations
 AI5336.and is referenced to NAD 83.
 AI5336
 AI5336.The geoid height was determined by GEOID03.
 AI5336
 AI5336.The dynamic height is computed by dividing the NAVD 88
 AI5336.geopotential number by the normal gravity value computed on the
 AI5336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5336.degrees latitude (g = 980.6199 gals.).
 AI5336
 AI5336.The modeled gravity was interpolated from observed gravity values.
 AI5336
 AI5336;                    North         East     Units Scale Factor Converg.
 AI5336;SPC NC       -   305,985.474   731,020.427   MT  1.00011036   +0 46 55.8
 AI5336;SPC NC       - 1,003,887.34  2,398,356.18   sFT  1.00011036   +0 46 55.8
 AI5336;UTM  18      - 4,042,734.179   263,118.163   MT  1.00029139   -1 34 26.3
 AI5336
 AI5336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5336!SPC NC       -   0.99999675  x   1.00011036  =   1.00010711
 AI5336!UTM  18      -   0.99999675  x   1.00029139  =   1.00028814
 AI5336
 AI5336                          SUPERSEDED SURVEY CONTROL
 AI5336
 AI5336  NAD 83(2001)-  36 30 02.35722(N)    077 38 41.41111(W) AD(       ) 1
 AI5336  ELLIP H (03/13/03)   20.699  (m)                       GP(       ) 4 2
 AI5336  NAD 83(1986)-  36 30 02.36344(N)    077 38 41.42235(W) AD(       ) 1
 AI5336  NAVD 88 (03/10/00)   54.66   (m)          179.3    (f) LEVELING    3  
 AI5336
 AI5336.Superseded values are not recommended for survey control.
 AI5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5336.See file dsdata.txt to determine how the superseded data were derived.
 AI5336
 AI5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6311842734(NAD 83)
 AI5336_MARKER: DB = BENCH MARK DISK
 AI5336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5336_SP_SET: BASE
 AI5336_STAMPING: 3 DOP 1961 180
 AI5336_MARK LOGO: USGS  
 AI5336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5336+STABILITY: SURFACE MOTION
 AI5336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5336+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1993
 AI5336
 AI5336  HISTORY     - Date     Condition        Report By
 AI5336  HISTORY     - 1961     MONUMENTED       USGS
 AI5336  HISTORY     - 19930413 GOOD             NCGS
 AI5336  HISTORY     - 19990811 GOOD             NCDOT
 AI5336
 AI5336                          STATION DESCRIPTION
 AI5336
 AI5336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5336'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF ROANOKE RAPIDS IN
 AI5336'GASTON. AT THE INTERSECTION OF NC 46 AND NC 48, IN THE NORTHEAST
 AI5336'QUADRANT OF THE CROSSROADS, AND IN THE NORTH CORNER OF A 3-FT BY 3-FT
 AI5336'CONCRETE SIGN BASE (SIGN REMOVED) ADJOINING THE NORTHEAST EDGE OF A
 AI5336'GRASS TRAFFIC ISLAND. MARK IS ABOUT LEVEL WITH THE HIGHWAY.  LOCATED
 AI5336'53.0 FT (16.2 M) EAST OF THE CENTERLINE OF NC 48, 138.0 FT (42.1 M)
 AI5336'NORTH OF THE CENTERLINE OF NC 46, 36.4 FT (11.1 M) SOUTHWEST OF A
 AI5336'METAL MONITORING WELL COVER, 57.5 FT (17.5 M) NORTHEAST OF THE
 AI5336'NORTH-MOST OF 2 TELEPHONE PEDESTALS, AND 64.0 FT (19.5 M)
 AI5336'SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AI5336
 AI5336                          STATION RECOVERY (1999)
 AI5336
 AI5336'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 AI5336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1115 ***********************************************************************
 EZ1115  DESIGNATION -  3 DRD
 EZ1115  PID         -  EZ1115
 EZ1115  STATE/COUNTY-  NC/CHATHAM
 EZ1115  USGS QUAD   -  COKESBURY (1993)
 EZ1115
 EZ1115                         *CURRENT SURVEY CONTROL
 EZ1115  ___________________________________________________________________
 EZ1115* NAD 83(1986)-  35 34 11.     (N)    078 59 52.     (W)     SCALED    
 EZ1115* NAVD 88     -        91.601  (meters)     300.53   (feet)  ADJUSTED  
 EZ1115  ___________________________________________________________________
 EZ1115  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 EZ1115  DYNAMIC HT  -          91.523 (meters)     300.27  (feet)  COMP
 EZ1115  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 EZ1115
 EZ1115  VERT ORDER  -  SECOND    CLASS II
 EZ1115
 EZ1115.The horizontal coordinates were scaled from a topographic map and have
 EZ1115.an estimated accuracy of +/- 6 seconds.
 EZ1115
 EZ1115.The orthometric height was determined by differential leveling
 EZ1115.and adjusted in June 1991.
 EZ1115
 EZ1115.The geoid height was determined by GEOID03.
 EZ1115
 EZ1115.The dynamic height is computed by dividing the NAVD 88
 EZ1115.geopotential number by the normal gravity value computed on the
 EZ1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1115.degrees latitude (g = 980.6199 gals.).
 EZ1115
 EZ1115.The modeled gravity was interpolated from observed gravity values.
 EZ1115
 EZ1115;                    North         East    Units  Estimated Accuracy
 EZ1115;SPC NC       -   201,860.      609,800.      MT  (+/- 180 meters Scaled)
 EZ1115
 EZ1115                          SUPERSEDED SURVEY CONTROL
 EZ1115
 EZ1115  NGVD 29 (??/??/92)   91.829  (m)          301.28   (f) ADJ UNCH    2 2
 EZ1115
 EZ1115.Superseded values are not recommended for survey control.
 EZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1115.See file dsdata.txt to determine how the superseded data were derived.
 EZ1115
 EZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV814380(NAD 83)
 EZ1115_MARKER: DD = SURVEY DISK
 EZ1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1115_SP_SET: BRIDGE
 EZ1115_STAMPING: 3 DRD 1960
 EZ1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1115+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 EZ1115
 EZ1115  HISTORY     - Date     Condition        Report By
 EZ1115  HISTORY     - 1960     MONUMENTED       USGS
 EZ1115  HISTORY     - 1974     GOOD             NCGS
 EZ1115  HISTORY     - 1985     GOOD             USPSQD
 EZ1115  HISTORY     - 20041001 GOOD             GEOCAC
 EZ1115  HISTORY     - 20071117 GOOD             GEOCAC
 EZ1115
 EZ1115                          STATION DESCRIPTION
 EZ1115
 EZ1115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1115'5.8 MI SE FROM MONCURE.
 EZ1115'TO REACH STATION FROM THE INTERSECTION OF SR 1921 WITH NC 42 AT
 EZ1115'CORINTH, PROCEED NE ALONG NC 42 FOR 0.15 MILE TO BRIDGE OVER
 EZ1115'THE NORFOLK SOUTHERN RAILWAY, AND STATION IN CONCRETE RETAINING
 EZ1115'WALL AT THE NE CORNER OF BRIDGE, 15.3 FT SE OF C/L OF NC 42,
 EZ1115'4.7 FT SSE OF REFLECTOR POST WITH ALUMINUM REF. TAG, AND 8.5
 EZ1115'FT WSW OF TP WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL
 EZ1115'HOLE IN CONCRETE RETAINING WALL.
 EZ1115
 EZ1115                          STATION RECOVERY (1985)
 EZ1115
 EZ1115'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1115'RECOVERED IN GOOD CONDITION.
 EZ1115
 EZ1115                          STATION RECOVERY (2004)
 EZ1115
 EZ1115'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1115'AS DESCRIBED EXCEPT NO REF TAG ON TP.  STATION IS 5.3 FT SSE OF
 EZ1115'REFLECTOR POST (NO REF TAG). BRIDGE IS BETWEEN INTERSECTIONS OF SR1919
 EZ1115'(EAST COTTON RD) AND SR1920 (ELLIS RD) ON NC-42 IN THE COMMUNITY OF
 EZ1115'CORINTH. THE BRIDGE WAS BUILT IN 1936 AND IS APPROX 30 FT WIDE WITH
 EZ1115'CONCRETE RAILINGS.
 EZ1115
 EZ1115                          STATION RECOVERY (2007)
 EZ1115
 EZ1115'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ1115'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0114 ***********************************************************************
 UT0114  DESIGNATION -  3 IRON PILES NEAR SNOW MARSH
 UT0114  PID         -  UT0114
 UT0114  STATE/COUNTY-  NC/BRUNSWICK
 UT0114  USGS QUAD   -  KURE BEACH (1979)
 UT0114
 UT0114                         *CURRENT SURVEY CONTROL
 UT0114  ___________________________________________________________________
 UT0114* NAD 83(2001)-  33 58 00.33031(N)    077 57 27.36696(W)     ADJUSTED  
 UT0114* NAVD 88     -              **(meters)            **(feet)            
 UT0114  ___________________________________________________________________
 UT0114  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 UT0114  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 UT0114  HORZ ORDER  -  THIRD
 UT0114
 UT0114.The horizontal coordinates were established by classical geodetic methods
 UT0114.and adjusted by the National Geodetic Survey in August 2005.
 UT0114
 UT0114
 UT0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0114
 UT0114.The geoid height was determined by GEOID03.
 UT0114
 UT0114;                    North         East     Units Scale Factor Converg.
 UT0114;SPC NC       -    24,552.664   705,950.388   MT  1.00012165   +0 36 05.9
 UT0114;SPC NC       -    80,553.20  2,316,105.56   sFT  1.00012165   +0 36 05.9
 UT0114;UTM  18      - 3,762,413.118   226,719.577   MT  1.00052074   -1 39 12.5
 UT0114;UTM  17      - 3,762,642.619   781,118.276   MT  1.00057432   +1 42 03.4
 UT0114
 UT0114                          SUPERSEDED SURVEY CONTROL
 UT0114
 UT0114  NAD 83(1986)-  33 58 00.34226(N)    077 57 27.37724(W) AD(       ) 4
 UT0114  NAD 27      -  33 57 59.71900(N)    077 57 28.41900(W) AD(       ) 3
 UT0114
 UT0114.Superseded values are not recommended for survey control.
 UT0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0114.See file dsdata.txt to determine how the superseded data were derived.
 UT0114
 UT0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2672062413(NAD 83)
 UT0114
 UT0114  HISTORY     - Date     Condition        Report By
 UT0114  HISTORY     - 1917     FIRST OBSERVED   CGS
 UT0114
 UT0114                          STATION DESCRIPTION
 UT0114
 UT0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (WCH)
 UT0114'THIS IS AN INTERSECTION STATION.  THE THREE PILES PROBABLY
 UT0114'SUPPORTED, AT ONE TIME, SOME KIND OF A BEACON.  THEY PROJECT
 UT0114'SEVERAL FEET ABOVE THE WATER AND ARE SLIGHTLY INCLINED TOWARD A
 UT0114'CENTRAL AXIS.  POINTINGS WERE TAKEN, AS NEARLY AS POSSIBLE,
 UT0114'UPON THE CENTER OF THE GROUP, BUT THE DETERMINATION IS
 UT0114'NECESSARILY ROUGH, THOUGH UNDOUBTEDLY SUFFICIENTLY PRECISE FOR
 UT0114'USE IN HYDROGRAPHY, ETC.
 UT0114'
 UT0114'THE POSITION IS ON THE SHOAL GROUND W OF THE DREDGED CHANNEL
 UT0114'OF THE CAPE FEAR RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3790 ***********************************************************************
 FB3790  DESIGNATION -  3 JMS 1
 FB3790  PID         -  FB3790
 FB3790  STATE/COUNTY-  NC/MADISON
 FB3790  USGS QUAD   -  MARS HILL (1990)
 FB3790
 FB3790                         *CURRENT SURVEY CONTROL
 FB3790  ___________________________________________________________________
 FB3790* NAD 83(2001)-  35 50 13.56906(N)    082 31 29.35340(W)     ADJUSTED  
 FB3790* NAVD 88     -       718.48   (+/-2cm)    2357.2    (feet)  VERTCON   
 FB3790  ___________________________________________________________________
 FB3790  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FB3790  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB3790  HORZ ORDER  -  SECOND
 FB3790  VERT ORDER  -  THIRD ? (See Below)
 FB3790
 FB3790.The horizontal coordinates were established by classical geodetic methods
 FB3790.and adjusted by the National Geodetic Survey in August 2005.
 FB3790
 FB3790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3790.The vertical order pertains to the NGVD 29 superseded value.
 FB3790
 FB3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3790
 FB3790.The geoid height was determined by GEOID03.
 FB3790
 FB3790;                    North         East     Units Scale Factor Converg.
 FB3790;SPC NC       -   237,179.964   291,229.006   MT  0.99992467   -2 02 03.9
 FB3790;SPC NC       -   778,147.93    955,473.83   sFT  0.99992467   -2 02 03.9
 FB3790;UTM  17      - 3,966,954.045   362,284.334   MT  0.99983370   -0 53 34.4
 FB3790
 FB3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3790!SPC NC       -   0.99989197  x   0.99992467  =   0.99981665
 FB3790!UTM  17      -   0.99989197  x   0.99983370  =   0.99972568
 FB3790
 FB3790                          SUPERSEDED SURVEY CONTROL
 FB3790
 FB3790  NAD 83(1995)-  35 50 13.56951(N)    082 31 29.35338(W) AD(       ) 2
 FB3790  NAD 83(1986)-  35 50 13.58098(N)    082 31 29.35410(W) AD(       ) 2
 FB3790  NGVD 29 (02/22/93)  718.57   (m)         2357.5    (f) LEVELING    3  
 FB3790
 FB3790.Superseded values are not recommended for survey control.
 FB3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3790.See file dsdata.txt to determine how the superseded data were derived.
 FB3790
 FB3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6228466954(NAD 83)
 FB3790_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3790_SP_SET: SQUARE CONCRETE MONUMENT
 FB3790_STAMPING: 3 JMS 1 1977
 FB3790_MARK LOGO: NCDOT 
 FB3790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3790+STABILITY: SURFACE MOTION
 FB3790
 FB3790  HISTORY     - Date     Condition        Report By
 FB3790  HISTORY     - 1977     MONUMENTED       NCDOT
 FB3790  HISTORY     - 19860101 GOOD             NCGS
 FB3790
 FB3790                          STATION DESCRIPTION
 FB3790
 FB3790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986
 FB3790'THE STATION IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF MARS HILL.
 FB3790'ALONG US 19-23 FOR 0.3 KM (0.2 MI) SOUTHWEST FROM JUNCTION WITH US 19
 FB3790'(EAST) NEAR MARS HILL, AT LITTLE IVY BAPTIST CHURCH.
 FB3790'THE STATION IS A STANDARD NCDOT DISK STAMPED---3 JMS 1 1977---, SET
 FB3790'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON SIDE PROJECTING 8
 FB3790'CM ABOVE GROUND.  LOCATED (SLOPE) 39.62 METERS (130.0 FT) NORTHWEST
 FB3790'FROM THE CENTERLINE OF SOUTHBOUND LANES OF HIGHWAY, 21.76 METERS
 FB3790'(71.4 FT) SOUTHEAST FROM THE SOTHEAST CORNER OF CHURCH, 5.33 METERS
 FB3790'(17.5 FT) SOUTHEAST FROM A FENCE POST AND, 18.35 METERS (60.2 FT)
 FB3790'NORTHEAST FROM A 30 INCH WHITE OAK WITH REFERENCE TAG.
 FB3790'MARK IS ABOUT 30 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3791 ***********************************************************************
 FB3791  DESIGNATION -  3 JMS 11
 FB3791  PID         -  FB3791
 FB3791  STATE/COUNTY-  NC/MADISON
 FB3791  USGS QUAD   -  SAMS GAP (1978)
 FB3791
 FB3791                         *CURRENT SURVEY CONTROL
 FB3791  ___________________________________________________________________
 FB3791* NAD 83(2001)-  35 55 10.02942(N)    082 33 20.73019(W)     ADJUSTED  
 FB3791* NAVD 88     -       908.39   (+/-2cm)    2980.3    (feet)  VERTCON   
 FB3791  ___________________________________________________________________
 FB3791  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 FB3791  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB3791  HORZ ORDER  -  SECOND
 FB3791  VERT ORDER  -  THIRD ? (See Below)
 FB3791
 FB3791.The horizontal coordinates were established by classical geodetic methods
 FB3791.and adjusted by the National Geodetic Survey in August 2005.
 FB3791
 FB3791.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3791.The vertical order pertains to the NGVD 29 superseded value.
 FB3791
 FB3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3791
 FB3791.The geoid height was determined by GEOID03.
 FB3791
 FB3791;                    North         East     Units Scale Factor Converg.
 FB3791;SPC NC       -   246,410.441   288,762.982   MT  0.99994037   -2 03 08.2
 FB3791;SPC NC       -   808,431.59    947,383.22   sFT  0.99994037   -2 03 08.2
 FB3791;UTM  17      - 3,976,132.747   359,635.323   MT  0.99984277   -0 54 46.2
 FB3791
 FB3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3791!SPC NC       -   0.99986218  x   0.99994037  =   0.99980256
 FB3791!UTM  17      -   0.99986218  x   0.99984277  =   0.99970497
 FB3791
 FB3791                          SUPERSEDED SURVEY CONTROL
 FB3791
 FB3791  NAD 83(1995)-  35 55 10.02994(N)    082 33 20.73138(W) AD(       ) 2
 FB3791  NAD 83(1986)-  35 55 10.04623(N)    082 33 20.74186(W) AD(       ) 2
 FB3791  NGVD 29 (02/22/93)  908.45   (m)         2980.5    (f) LEVELING    3  
 FB3791
 FB3791.Superseded values are not recommended for survey control.
 FB3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3791.See file dsdata.txt to determine how the superseded data were derived.
 FB3791
 FB3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5963576133(NAD 83)
 FB3791_MARKER: DD = SURVEY DISK
 FB3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3791_SP_SET: SQUARE CONCRETE MONUMENT
 FB3791_STAMPING: 3 JMS 11 1977
 FB3791_MARK LOGO: NCSHC 
 FB3791_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3791+STABILITY: SURFACE MOTION
 FB3791
 FB3791  HISTORY     - Date     Condition        Report By
 FB3791  HISTORY     - 1977     MONUMENTED       NCSHC
 FB3791  HISTORY     - 19820101 GOOD             NCGS
 FB3791
 FB3791                          STATION DESCRIPTION
 FB3791
 FB3791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3791'DESCRIPTION BY NCDOT IN 1968.
 FB3791'STATION IS LOCATED ABOUT 6.6 MILES NORTH OF MARS HILL, 11.5 MILES
 FB3791'EAST-NORTHEAST OF WALNUT AND 1.8 MILE WEST-NORTHWEST OF FAUST, ON U.S.
 FB3791'23.
 FB3791'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 19 AND U.S. 23
 FB3791'NORTHEAST OF MARS HILL, NORTH ALONG U.S. 23 FOR 8.5 MILES TO LAUREL
 FB3791'CHAPEL BAPTIST CHURCH AT THE INTERSECTION OF U.S. 23 AND SR 1318
 FB3791'(LAUREL CREEK RD). CONTINUE NORTH ALONG U.S. 23 FOR 0.3 MILE. THE
 FB3791'STATION IS ON THE LEFT 32 FEET WEST OF WEST EDGE OF PAVEMENT OF U.S.
 FB3791'23, 5 FEET EAST OF TOP OF BANK, AT WEST EDGE OF GRAVEL PARKING LOT,
 FB3791'APPROXIMATELY 200 FEET SOUTH OF A ONE-STORY FRAME DWELLING ON THE
 FB3791'PROPERTY OF JOHN JENKINS. THE STATION IS SET FLUSH WITH GROUND.
 FB3791'LOCATED 86.65 FEET SOUTH-SOUTHWEST OF A REFERENCE TAG ON TELEPHONE
 FB3791'POLE NO. 121/5, 140.41 FEET SOUTHWEST OF THE BM REFERENCE (A CHISELED
 FB3791'SQUARE ON A CONCRETE HEADWALL FOR A 15-INCH CONCRETE PIPE, AND IS
 FB3791'7.935 FEET ABOVE THE STATION ELEVATION), 84.34 FEET WEST-NORTHWEST OF
 FB3791'A CHISELED AND PAINTED-X-ON THE FACE OF A ROCK CUT, 53.24
 FB3791'NORTH-NORTHWEST OF A REFERENCE TAG ON TELEPHONE POLE NO. 121/4.
 FB3791'BIG KNOB LOT CAN BE USED AS AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4195 ***********************************************************************
 AH4195  DESIGNATION -  3 JS 1
 AH4195  PID         -  AH4195
 AH4195  STATE/COUNTY-  NC/SURRY
 AH4195  USGS QUAD   -  ELKIN NORTH (1994)
 AH4195
 AH4195                         *CURRENT SURVEY CONTROL
 AH4195  ___________________________________________________________________
 AH4195* NAD 83(2001)-  36 15 07.98259(N)    080 52 19.53477(W)     ADJUSTED  
 AH4195* NAVD 88     -       314.12   (+/-2cm)    1030.6    (feet)  VERTCON   
 AH4195  ___________________________________________________________________
 AH4195  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AH4195  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH4195  HORZ ORDER  -  SECOND
 AH4195  VERT ORDER  -  THIRD (See Below)
 AH4195
 AH4195.The horizontal coordinates were established by classical geodetic methods
 AH4195.and adjusted by the National Geodetic Survey in August 2005.
 AH4195
 AH4195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4195.The vertical order pertains to the NGVD 29 superseded value.
 AH4195
 AH4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4195
 AH4195.The geoid height was determined by GEOID03.
 AH4195
 AH4195;                    North         East     Units Scale Factor Converg.
 AH4195;SPC NC       -   279,173.329   441,351.295   MT  1.00002500   -1 04 49.9
 AH4195;SPC NC       -   915,921.16  1,448,000.04   sFT  1.00002500   -1 04 49.9
 AH4195;UTM  17      - 4,011,931.223   511,491.138   MT  0.99960163   +0 04 32.3
 AH4195
 AH4195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4195!SPC NC       -   0.99995594  x   1.00002500  =   0.99998094
 AH4195!UTM  17      -   0.99995594  x   0.99960163  =   0.99955759
 AH4195
 AH4195                          SUPERSEDED SURVEY CONTROL
 AH4195
 AH4195  NAD 83(1986)-  36 15 07.99048(N)    080 52 19.54178(W) AD(       ) 2
 AH4195  NGVD 29 (12/22/97)  314.28   (m)         1031.1    (f) LEVELING    3  
 AH4195
 AH4195.Superseded values are not recommended for survey control.
 AH4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4195.See file dsdata.txt to determine how the superseded data were derived.
 AH4195
 AH4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1149111931(NAD 83)
 AH4195_MARKER: DD = SURVEY DISK
 AH4195_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4195_STAMPING: 3 JS 1 1960
 AH4195_MARK LOGO: NCSHC 
 AH4195_PROJECTION: FLUSH
 AH4195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4195+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 AH4195
 AH4195  HISTORY     - Date     Condition        Report By
 AH4195  HISTORY     - 1960     MONUMENTED       NCGS
 AH4195  HISTORY     - 19950628 GOOD             NCGS
 AH4195
 AH4195                          STATION DESCRIPTION
 AH4195
 AH4195'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4195'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 52.3 FT
 AH4195'(15.9 M) WEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3064 ***********************************************************************
 AE3064  DESIGNATION -  3 JS 11
 AE3064  PID         -  AE3064
 AE3064  STATE/COUNTY-  NC/SURRY
 AE3064  USGS QUAD   -  ELKIN NORTH (1994)
 AE3064
 AE3064                         *CURRENT SURVEY CONTROL
 AE3064  ___________________________________________________________________
 AE3064* NAD 83(2001)-  36 16 53.53552(N)    080 47 44.81560(W)     ADJUSTED  
 AE3064* NAVD 88     -       336.787  (meters)    1104.94   (feet)  ADJUSTED  
 AE3064  ___________________________________________________________________
 AE3064  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AE3064  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AE3064  DYNAMIC HT  -         336.473 (meters)    1103.91  (feet)  COMP
 AE3064  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 AE3064
 AE3064  HORZ ORDER  -  SECOND
 AE3064  VERT ORDER  -  SECOND    CLASS II
 AE3064
 AE3064.The horizontal coordinates were established by classical geodetic methods
 AE3064.and adjusted by the National Geodetic Survey in August 2005.
 AE3064
 AE3064.The orthometric height was determined by differential leveling
 AE3064.and adjusted in December 1997.
 AE3064
 AE3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3064
 AE3064.The geoid height was determined by GEOID03.
 AE3064
 AE3064.The dynamic height is computed by dividing the NAVD 88
 AE3064.geopotential number by the normal gravity value computed on the
 AE3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3064.degrees latitude (g = 980.6199 gals.).
 AE3064
 AE3064.The modeled gravity was interpolated from observed gravity values.
 AE3064
 AE3064;                    North         East     Units Scale Factor Converg.
 AE3064;SPC NC       -   282,299.684   448,267.645   MT  1.00003409   -1 02 11.3
 AE3064;SPC NC       -   926,178.21  1,470,691.43   sFT  1.00003409   -1 02 11.3
 AE3064;UTM  17      - 4,015,195.170   518,340.041   MT  0.99960414   +0 07 15.0
 AE3064
 AE3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3064!SPC NC       -   0.99995239  x   1.00003409  =   0.99998648
 AE3064!UTM  17      -   0.99995239  x   0.99960414  =   0.99955655
 AE3064
 AE3064                          SUPERSEDED SURVEY CONTROL
 AE3064
 AE3064  NAD 83(1986)-  36 16 53.54370(N)    080 47 44.82249(W) AD(       ) 2
 AE3064  NGVD 29 (12/22/97)  336.95   (m)         1105.5    (f) LEVELING    3  
 AE3064
 AE3064.Superseded values are not recommended for survey control.
 AE3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3064.See file dsdata.txt to determine how the superseded data were derived.
 AE3064
 AE3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1834015195(NAD 83)
 AE3064_MARKER: DD = SURVEY DISK
 AE3064_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE3064_STAMPING: 3 JS 11 1960
 AE3064_MARK LOGO: NCSHC 
 AE3064_PROJECTION: FLUSH
 AE3064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3064
 AE3064  HISTORY     - Date     Condition        Report By
 AE3064  HISTORY     - 1960     MONUMENTED       NCSHC
 AE3064  HISTORY     - 19860505 GOOD             NCGS
 AE3064  HISTORY     - 19970203 GOOD             NCGS
 AE3064
 AE3064                          STATION DESCRIPTION
 AE3064
 AE3064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE3064'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3064'1138 (OLD C C CAMP RD) FOR 2.3 KM (1.40 MI) EAST FROM THE I-77
 AE3064'INTERCHANGE, OR 0.7 KM (0.45 MI) WEST OF ENTRANCE TO ELKIN MUNICIPAL
 AE3064'AIRPORT, IN WEST EDGE OF--HENRY E. HAMPTON--YARD. MARK PROJECTS 3
 AE3064'INCHES ABOVE GROUND AND IS LEVEL WITH ROAD.  LOCATED 18.3 M (60.0 FT)
 AE3064'SOUTH OF THE CENTERLINE OF ROAD, 0.3 M (1.0 FT) EAST OF A FENCE LINE,
 AE3064'26.7 M (87.6 FT) WEST-SOUTHWEST OF THE WEST DRIVEWAY HEADWALL, 18.9 M
 AE3064'(62.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF FRAME RESIDENCE, 9.8 M
 AE3064'(32.2 FT) SOUTH OF A TELEPHONE PEDESTAL AT FENCE CORNER, AND 9.4 M
 AE3064'(30.8 FT) NORTHEAST OF A SERVICE POLE WITH A REFERENCE TAG.
 AE3064
 AE3064                          STATION RECOVERY (1997)
 AE3064
 AE3064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (DRS)
 AE3064'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3064'1138 (OLD C C CAMP RD) FOR 2.3 KM (1.40 MI) EAST FROM THE I-77
 AE3064'INTERCHANGE, OR 0.7 KM (0.45 MI) WEST OF ENTRANCE TO ELKIN MUNICIPAL
 AE3064'AIRPORT, IN WEST EDGE OF--HENRY E. HAMPTON--YARD. MARK PROJECTS 3
 AE3064'INCHES ABOVE GROUND AND IS LEVEL WITH ROAD.  LOCATED 18.3 M (60.0 FT)
 AE3064'SOUTH OF THE CENTERLINE OF ROAD, 0.3 M (1.0 FT) EAST OF A FENCE LINE,
 AE3064'26.7 M (87.6 FT) WEST-SOUTHWEST OF THE WEST DRIVEWAY HEADWALL, 18.9 M
 AE3064'(62.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF FRAME RESIDENCE, 9.8 M
 AE3064'(32.2 FT) SOUTH OF A TELEPHONE PEDESTAL AT FENCE CORNER, AND 9.4 M
 AE3064'(30.8 FT) NORTHEAST OF A SERVICE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3063 ***********************************************************************
 AE3063  DESIGNATION -  3 JS 12 RESET
 AE3063  PID         -  AE3063
 AE3063  STATE/COUNTY-  NC/SURRY
 AE3063  USGS QUAD   -  ELKIN NORTH (1994)
 AE3063
 AE3063                         *CURRENT SURVEY CONTROL
 AE3063  ___________________________________________________________________
 AE3063* NAD 83(2007)-  36 16 57.69592(N)    080 47 33.95359(W)     ADJUSTED  
 AE3063* NAVD 88     -       340.262  (meters)    1116.34   (feet)  ADJUSTED  
 AE3063  ___________________________________________________________________
 AE3063  EPOCH DATE  -        2002.00
 AE3063  X           -     823,669.393 (meters)                     COMP
 AE3063  Y           -  -5,081,422.649 (meters)                     COMP
 AE3063  Z           -   3,753,704.981 (meters)                     COMP
 AE3063  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AE3063  ELLIP HEIGHT-         306.810 (meters)          (02/10/07) ADJUSTED
 AE3063  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AE3063  DYNAMIC HT  -         339.944 (meters)    1115.30  (feet)  COMP
 AE3063
 AE3063  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE3063  Type    PID    Designation                      North   East  Ellip
 AE3063  -------------------------------------------------------------------
 AE3063  NETWORK AE3063 3 JS 12 RESET                     0.51   0.43   1.14
 AE3063  -------------------------------------------------------------------
 AE3063  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 AE3063
 AE3063  VERT ORDER  -  SECOND    CLASS II
 AE3063
 AE3063.The horizontal coordinates were established by GPS observations
 AE3063.and adjusted by the National Geodetic Survey in February 2007.
 AE3063
 AE3063.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE3063.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE3063.The horizontal coordinates are valid at the epoch date displayed above.
 AE3063.The epoch date for horizontal control is a decimal equivalence
 AE3063.of Year/Month/Day.
 AE3063
 AE3063.The orthometric height was determined by differential leveling
 AE3063.and adjusted in December 1997.
 AE3063
 AE3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3063
 AE3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3063
 AE3063.The ellipsoidal height was determined by GPS observations
 AE3063.and is referenced to NAD 83.
 AE3063
 AE3063.The geoid height was determined by GEOID03.
 AE3063
 AE3063.The dynamic height is computed by dividing the NAVD 88
 AE3063.geopotential number by the normal gravity value computed on the
 AE3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3063.degrees latitude (g = 980.6199 gals.).
 AE3063
 AE3063.The modeled gravity was interpolated from observed gravity values.
 AE3063
 AE3063;                    North         East     Units Scale Factor Converg.
 AE3063;SPC NC       -   282,423.005   448,540.999   MT  1.00003445   -1 02 05.0
 AE3063;SPC NC       -   926,582.81  1,471,588.26   sFT  1.00003445   -1 02 05.0
 AE3063;UTM  17      - 4,015,323.932   518,610.733   MT  0.99960427   +0 07 21.5
 AE3063
 AE3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3063!SPC NC       -   0.99995185  x   1.00003445  =   0.99998630
 AE3063!UTM  17      -   0.99995185  x   0.99960427  =   0.99955614
 AE3063
 AE3063                          SUPERSEDED SURVEY CONTROL
 AE3063
 AE3063  NAD 83(2001)-  36 16 57.69638(N)    080 47 33.95343(W) AD(       ) 1
 AE3063  ELLIP H (03/13/03)  306.802  (m)                       GP(       ) 4 2
 AE3063  NAD 83(1986)-  36 16 57.70463(N)    080 47 33.96036(W) AD(       ) 1
 AE3063  NGVD 29 (10/14/98)  340.42   (m)         1116.9    (f) LEVELING    3  
 AE3063
 AE3063.Superseded values are not recommended for survey control.
 AE3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3063.See file dsdata.txt to determine how the superseded data were derived.
 AE3063
 AE3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1861115324(NAD 83)
 AE3063_MARKER: DD = SURVEY DISK
 AE3063_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE3063_STAMPING: 3 JS 12 1972 RESET
 AE3063_MARK LOGO: NCSHC 
 AE3063_PROJECTION: FLUSH
 AE3063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3063+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AE3063
 AE3063  HISTORY     - Date     Condition        Report By
 AE3063  HISTORY     - 1972     MONUMENTED       NCSHC
 AE3063  HISTORY     - 19860505 GOOD             NCGS
 AE3063  HISTORY     - 19970203 GOOD             NCGS
 AE3063
 AE3063                          STATION DESCRIPTION
 AE3063
 AE3063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE3063'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3063'1138 (OLD C C CAMP RD) FOR 2.7 KM (1.65 MI) EAST FROM THE I-77
 AE3063'INTERCHANGE, OR 0.4 KM (0.25 MI) WEST OF ENTRANCE TO ELKIN MUNICIPAL
 AE3063'AIRPORT, ACROSS ROAD FROM A YELLOW MOBILE HOME. MARK IS FLUSH WITH THE
 AE3063'GROUND AND LEVEL THE ROAD. LOCATED 8.4 M (27.6 FT) SOUTH OF THE
 AE3063'CENTERLINE OF THE ROAD, 75.9 M (249.0 FT) WEST OF A TELEPHONE
 AE3063'PEDESTAL, 53.0 M (173.9 FT) WEST OF A TOBACCO BARN, 39.0 M (128.0 FT)
 AE3063'SOUTH OF AN 18-INCH CEDAR, AND 37.8 M (124.0 FT) EAST-NORTHEAST OF A
 AE3063'POWER POLE WITH A REFERENCE TAG.
 AE3063
 AE3063                          STATION RECOVERY (1997)
 AE3063
 AE3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (DRS)
 AE3063'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3063'1138 (OLD C C CAMP RD) FOR 2.7 KM (1.65 MI) EAST FROM THE I-77
 AE3063'INTERCHANGE, OR 0.4 KM (0.25 MI) WEST OF ENTRANCE TO ELKIN MUNICIPAL
 AE3063'AIRPORT, ACROSS ROAD FROM A YELLOW MOBILE HOME. MARK IS FLUSH WITH THE
 AE3063'GROUND AND LEVEL THE ROAD. LOCATED 8.4 M (27.6 FT) SOUTH OF THE
 AE3063'CENTERLINE OF THE ROAD, 75.9 M (249.0 FT) WEST OF A TELEPHONE
 AE3063'PEDESTAL, 53.0 M (173.9 FT) WEST OF A TOBACCO BARN, 39.0 M (128.0 FT)
 AE3063'SOUTH OF AN 18-INCH CEDAR, AND 37.8 M (124.0 FT) EAST-NORTHEAST OF A
 AE3063'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4199 ***********************************************************************
 AH4199  DESIGNATION -  3 JS 14
 AH4199  PID         -  AH4199
 AH4199  STATE/COUNTY-  NC/SURRY
 AH4199  USGS QUAD   -  COPELAND (1994)
 AH4199
 AH4199                         *CURRENT SURVEY CONTROL
 AH4199  ___________________________________________________________________
 AH4199* NAD 83(2007)-  36 18 10.92756(N)    080 44 46.39928(W)     ADJUSTED  
 AH4199* NAVD 88     -       337.06   (+/-2cm)    1105.8    (feet)  VERTCON   
 AH4199  ___________________________________________________________________
 AH4199  EPOCH DATE  -        2002.00
 AH4199  X           -     827,581.606 (meters)                     COMP
 AH4199  Y           -  -5,079,430.523 (meters)                     COMP
 AH4199  Z           -   3,755,522.491 (meters)                     COMP
 AH4199  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AH4199  ELLIP HEIGHT-         303.554 (meters)          (02/10/07) ADJUSTED
 AH4199  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4199
 AH4199  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4199  Type    PID    Designation                      North   East  Ellip
 AH4199  -------------------------------------------------------------------
 AH4199  NETWORK AH4199 3 JS 14                           0.71   0.59   1.37
 AH4199  -------------------------------------------------------------------
 AH4199  VERT ORDER  -  THIRD (See Below)
 AH4199
 AH4199.The horizontal coordinates were established by GPS observations
 AH4199.and adjusted by the National Geodetic Survey in February 2007.
 AH4199
 AH4199.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4199.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4199.The horizontal coordinates are valid at the epoch date displayed above.
 AH4199.The epoch date for horizontal control is a decimal equivalence
 AH4199.of Year/Month/Day.
 AH4199
 AH4199.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4199.The vertical order pertains to the NGVD 29 superseded value.
 AH4199
 AH4199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4199
 AH4199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4199
 AH4199.The ellipsoidal height was determined by GPS observations
 AH4199.and is referenced to NAD 83.
 AH4199
 AH4199.The geoid height was determined by GEOID03.
 AH4199
 AH4199;                    North         East     Units Scale Factor Converg.
 AH4199;SPC NC       -   284,605.460   452,761.633   MT  1.00004091   -1 00 28.3
 AH4199;SPC NC       -   933,743.08  1,485,435.46   sFT  1.00004091   -1 00 28.3
 AH4199;UTM  17      - 4,017,590.239   522,784.603   MT  0.99960640   +0 09 00.9
 AH4199
 AH4199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4199!SPC NC       -   0.99995236  x   1.00004091  =   0.99999327
 AH4199!UTM  17      -   0.99995236  x   0.99960640  =   0.99955878
 AH4199
 AH4199                          SUPERSEDED SURVEY CONTROL
 AH4199
 AH4199  NAD 83(2001)-  36 18 10.92802(N)    080 44 46.39912(W) AD(       ) 1
 AH4199  ELLIP H (03/13/03)  303.552  (m)                       GP(       ) 4 2
 AH4199  NAD 83(1986)-  36 18 10.93644(N)    080 44 46.40622(W) AD(       ) 1
 AH4199  NGVD 29 (10/14/98)  337.21   (m)         1106.3    (f) LEVELING    3  
 AH4199
 AH4199.Superseded values are not recommended for survey control.
 AH4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4199.See file dsdata.txt to determine how the superseded data were derived.
 AH4199
 AH4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2278517590(NAD 83)
 AH4199_MARKER: DD = SURVEY DISK
 AH4199_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4199_STAMPING: 3 JS 14 1960
 AH4199_MARK LOGO: NCSHC 
 AH4199_PROJECTION: FLUSH
 AH4199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4199+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1995
 AH4199
 AH4199  HISTORY     - Date     Condition        Report By
 AH4199  HISTORY     - 1960     MONUMENTED       NCGS
 AH4199  HISTORY     - 19951108 GOOD             NCGS
 AH4199
 AH4199                          STATION DESCRIPTION
 AH4199
 AH4199'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4199'STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHEAST OF ELKIN AND 6.5
 AH4199'MI (10.5 KM) SOUTH-SOUTHWEST OF DOBSON. ALONG NC 268 FOR 2.75 MI (4.43
 AH4199'KM) SOUTHWEST FROM US 601 TO SR 1113-GILLIAM ROAD AND THE STATION,
 AH4199'INSIDE THE NORTH EDGE OF A GRAVEL DRIVE AND ON THE APPROXIMATE
 AH4199'PROLONGATION OF SR 1113. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN NC
 AH4199'268 AND PROJECTS 1 INCH ABOVE THE GROUND. LOCATED 31.6 FT (9.6 M) WEST
 AH4199'OF THE CENTERLINE OF NC 268, 30.7 FT (9.4 M) SOUTH OF A TELEPHONE
 AH4199'PEDESTAL, 68.5 FT (20.9 M) EAST OF THE NORTHEAST CORNER OF HOUSE NO
 AH4199'2664 AND 22.5 FT (6.9 M) NORTH OF A POWER POLE WITH TRANSFORMER AND
 AH4199'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4200 ***********************************************************************
 AH4200  DESIGNATION -  3 JS 15
 AH4200  PID         -  AH4200
 AH4200  STATE/COUNTY-  NC/SURRY
 AH4200  USGS QUAD   -  COPELAND (1994)
 AH4200
 AH4200                         *CURRENT SURVEY CONTROL
 AH4200  ___________________________________________________________________
 AH4200* NAD 83(2007)-  36 19 19.06620(N)    080 44 27.36613(W)     ADJUSTED  
 AH4200* NAVD 88     -       351.22   (+/-2cm)    1152.3    (feet)  VERTCON   
 AH4200  ___________________________________________________________________
 AH4200  EPOCH DATE  -        2002.00
 AH4200  X           -     827,852.023 (meters)                     COMP
 AH4200  Y           -  -5,078,137.829 (meters)                     COMP
 AH4200  Z           -   3,757,223.394 (meters)                     COMP
 AH4200  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AH4200  ELLIP HEIGHT-         317.773 (meters)          (02/10/07) ADJUSTED
 AH4200  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AH4200
 AH4200  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4200  Type    PID    Designation                      North   East  Ellip
 AH4200  -------------------------------------------------------------------
 AH4200  NETWORK AH4200 3 JS 15                           0.63   0.53   1.22
 AH4200  -------------------------------------------------------------------
 AH4200  VERT ORDER  -  THIRD (See Below)
 AH4200
 AH4200.The horizontal coordinates were established by GPS observations
 AH4200.and adjusted by the National Geodetic Survey in February 2007.
 AH4200
 AH4200.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4200.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4200.The horizontal coordinates are valid at the epoch date displayed above.
 AH4200.The epoch date for horizontal control is a decimal equivalence
 AH4200.of Year/Month/Day.
 AH4200
 AH4200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4200.The vertical order pertains to the NGVD 29 superseded value.
 AH4200
 AH4200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4200
 AH4200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4200
 AH4200.The ellipsoidal height was determined by GPS observations
 AH4200.and is referenced to NAD 83.
 AH4200
 AH4200.The geoid height was determined by GEOID03.
 AH4200
 AH4200;                    North         East     Units Scale Factor Converg.
 AH4200;SPC NC       -   286,697.164   453,273.276   MT  1.00004705   -1 00 17.3
 AH4200;SPC NC       -   940,605.61  1,487,114.07   sFT  1.00004705   -1 00 17.3
 AH4200;UTM  17      - 4,019,690.938   523,253.657   MT  0.99960666   +0 09 12.4
 AH4200
 AH4200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4200!SPC NC       -   0.99995013  x   1.00004705  =   0.99999718
 AH4200!UTM  17      -   0.99995013  x   0.99960666  =   0.99955681
 AH4200
 AH4200                          SUPERSEDED SURVEY CONTROL
 AH4200
 AH4200  NAD 83(2001)-  36 19 19.06671(N)    080 44 27.36603(W) AD(       ) 1
 AH4200  ELLIP H (03/13/03)  317.756  (m)                       GP(       ) 4 2
 AH4200  NAD 83(1986)-  36 19 19.07474(N)    080 44 27.37257(W) AD(       ) 1
 AH4200  NGVD 29 (10/14/98)  351.37   (m)         1152.8    (f) LEVELING    3  
 AH4200
 AH4200.Superseded values are not recommended for survey control.
 AH4200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4200.See file dsdata.txt to determine how the superseded data were derived.
 AH4200
 AH4200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2325419691(NAD 83)
 AH4200_MARKER: DD = SURVEY DISK
 AH4200_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4200_STAMPING: 3 JS 15 1960
 AH4200_MARK LOGO: NCSHC 
 AH4200_PROJECTION: FLUSH
 AH4200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4200+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1995
 AH4200
 AH4200  HISTORY     - Date     Condition        Report By
 AH4200  HISTORY     - 1960     MONUMENTED       NCGS
 AH4200  HISTORY     - 19951108 GOOD             NCGS
 AH4200
 AH4200                          STATION DESCRIPTION
 AH4200
 AH4200'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4200'STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTHEAST OF ELKIN AND 5.0
 AH4200'MI (8.0 KM) SOUTH OF DOBSON. ALONG NC 268 FOR 1.3 MI (2.1 KM) WEST
 AH4200'FROM US 601 TO SR 1110-TWIN OAKS ROAD AND THE STATION IN THE NORTHEAST
 AH4200'QUADRANT OF THE INTERSECTION. MARK IS ABOUT 4 FEET (1.2 M) HIGHER THAN
 AH4200'NC 268 AND PROJECTS 5 INCHES ABOVE THE GROUND. LOCATED 63.0 FT (19.2
 AH4200'M) NORTHWEST OF THE CENTERLINE OF NC 268, 228.0 FT (69.5 M) NORTHEAST
 AH4200'OF THE CENTERLINE INTERSECTION OF NC 268 AND SR 111O, 36.7 FT (11.2 M)
 AH4200'NORTHWEST OF A BURIED CABLE TELEPHONE PEDESTAL, 78.4 FT (23.9 M)
 AH4200'SOUTHWEST OF THE SOUTHWEST CORNER OF A 1 STORY FRAME HOUSE AND 6.8 FT
 AH4200'(2.1 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4201 ***********************************************************************
 AH4201  DESIGNATION -  3 JS 17
 AH4201  PID         -  AH4201
 AH4201  STATE/COUNTY-  NC/YADKIN
 AH4201  USGS QUAD   -  ELKIN SOUTH (1971)
 AH4201
 AH4201                         *CURRENT SURVEY CONTROL
 AH4201  ___________________________________________________________________
 AH4201* NAD 83(2007)-  36 14 28.26104(N)    080 50 48.21359(W)     ADJUSTED  
 AH4201* NAVD 88     -       277.342  (meters)     909.91   (feet)  ADJUSTED  
 AH4201  ___________________________________________________________________
 AH4201  EPOCH DATE  -        2002.00
 AH4201  X           -     819,308.684 (meters)                     COMP
 AH4201  Y           -  -5,084,835.864 (meters)                     COMP
 AH4201  Z           -   3,749,953.635 (meters)                     COMP
 AH4201  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AH4201  ELLIP HEIGHT-         243.902 (meters)          (02/10/07) ADJUSTED
 AH4201  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AH4201  DYNAMIC HT  -         277.080 (meters)     909.05  (feet)  COMP
 AH4201
 AH4201  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4201  Type    PID    Designation                      North   East  Ellip
 AH4201  -------------------------------------------------------------------
 AH4201  NETWORK AH4201 3 JS 17                           0.80   0.65   1.55
 AH4201  -------------------------------------------------------------------
 AH4201  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 AH4201
 AH4201  VERT ORDER  -  SECOND    CLASS II
 AH4201
 AH4201.The horizontal coordinates were established by GPS observations
 AH4201.and adjusted by the National Geodetic Survey in February 2007.
 AH4201
 AH4201.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4201.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4201.The horizontal coordinates are valid at the epoch date displayed above.
 AH4201.The epoch date for horizontal control is a decimal equivalence
 AH4201.of Year/Month/Day.
 AH4201
 AH4201.The orthometric height was determined by differential leveling
 AH4201.and adjusted in December 2004.
 AH4201.No vertical observational check was made to the station.
 AH4201
 AH4201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4201
 AH4201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4201
 AH4201.The ellipsoidal height was determined by GPS observations
 AH4201.and is referenced to NAD 83.
 AH4201
 AH4201.The geoid height was determined by GEOID03.
 AH4201
 AH4201.The dynamic height is computed by dividing the NAVD 88
 AH4201.geopotential number by the normal gravity value computed on the
 AH4201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4201.degrees latitude (g = 980.6199 gals.).
 AH4201
 AH4201.The modeled gravity was interpolated from observed gravity values.
 AH4201
 AH4201;                    North         East     Units Scale Factor Converg.
 AH4201;SPC NC       -   277,906.464   443,608.053   MT  1.00002165   -1 03 57.2
 AH4201;SPC NC       -   911,764.79  1,455,404.09   sFT  1.00002165   -1 03 57.2
 AH4201;UTM  17      - 4,010,710.672   513,772.041   MT  0.99960234   +0 05 26.2
 AH4201
 AH4201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4201!SPC NC       -   0.99996172  x   1.00002165  =   0.99998337
 AH4201!UTM  17      -   0.99996172  x   0.99960234  =   0.99956408
 AH4201
 AH4201                          SUPERSEDED SURVEY CONTROL
 AH4201
 AH4201  NAD 83(2001)-  36 14 28.26156(N)    080 50 48.21347(W) AD(       ) 1
 AH4201  ELLIP H (03/13/03)  243.898  (m)                       GP(       ) 4 2
 AH4201  NAD 83(1986)-  36 14 28.26952(N)    080 50 48.22048(W) AD(       ) 1
 AH4201  NGVD 29 (10/14/98)  277.50   (m)          910.4    (f) LEVELING    3  
 AH4201
 AH4201.Superseded values are not recommended for survey control.
 AH4201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4201.See file dsdata.txt to determine how the superseded data were derived.
 AH4201
 AH4201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1377210711(NAD 83)
 AH4201_MARKER: DD = SURVEY DISK
 AH4201_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4201_SP_SET: WHEEL GUARD
 AH4201_STAMPING: 3 JS 17 1960
 AH4201_MARK LOGO: NCSHC 
 AH4201_PROJECTION: FLUSH
 AH4201_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4201+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 AH4201
 AH4201  HISTORY     - Date     Condition        Report By
 AH4201  HISTORY     - 1960     MONUMENTED       NCGS
 AH4201  HISTORY     - 19951024 GOOD             NCGS
 AH4201  HISTORY     - 19990615 GOOD             NCGS
 AH4201  HISTORY     - 20071009 GOOD             GEOCAC
 AH4201
 AH4201                          STATION DESCRIPTION
 AH4201
 AH4201'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4201'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED IN THE
 AH4201'SOUTHWEST CORNER OF THE NC 67-GWYN AVENUE BRIDGE OVER THE YADKIN RIVER
 AH4201'IN NORTH JONESVILLE.
 AH4201
 AH4201                          STATION RECOVERY (1999)
 AH4201
 AH4201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AH4201'RECOVERED AS DESCRIBED.
 AH4201
 AH4201                          STATION RECOVERY (2007)
 AH4201
 AH4201'RECOVERY NOTE BY GEOCACHING 2007 (DEB)
 AH4201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4202 ***********************************************************************
 AH4202  DESIGNATION -  3 JS 18
 AH4202  PID         -  AH4202
 AH4202  STATE/COUNTY-  NC/SURRY
 AH4202  USGS QUAD   -  ELKIN SOUTH (1971)
 AH4202
 AH4202                         *CURRENT SURVEY CONTROL
 AH4202  ___________________________________________________________________
 AH4202* NAD 83(2001)-  36 14 38.35131(N)    080 50 54.09095(W)     ADJUSTED  
 AH4202* NAVD 88     -       281.44   (+/-2cm)     923.4    (feet)  VERTCON   
 AH4202  ___________________________________________________________________
 AH4202  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AH4202  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AH4202  HORZ ORDER  -  SECOND
 AH4202  VERT ORDER  -  THIRD ? (See Below)
 AH4202
 AH4202.The horizontal coordinates were established by classical geodetic methods
 AH4202.and adjusted by the National Geodetic Survey in August 2005.
 AH4202
 AH4202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4202.The vertical order pertains to the NGVD 29 superseded value.
 AH4202
 AH4202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4202
 AH4202.The geoid height was determined by GEOID03.
 AH4202
 AH4202;                    North         East     Units Scale Factor Converg.
 AH4202;SPC NC       -   278,220.163   443,467.114   MT  1.00002250   -1 04 00.5
 AH4202;SPC NC       -   912,793.98  1,454,941.69   sFT  1.00002250   -1 04 00.5
 AH4202;UTM  17      - 4,011,021.332   513,624.861   MT  0.99960229   +0 05 22.8
 AH4202
 AH4202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4202!SPC NC       -   0.99996108  x   1.00002250  =   0.99998358
 AH4202!UTM  17      -   0.99996108  x   0.99960229  =   0.99956338
 AH4202
 AH4202                          SUPERSEDED SURVEY CONTROL
 AH4202
 AH4202  NAD 83(1986)-  36 14 38.35928(N)    080 50 54.09796(W) AD(       ) 2
 AH4202  NGVD 29 (12/22/97)  281.60   (m)          923.9    (f) LEVELING    3  
 AH4202
 AH4202.Superseded values are not recommended for survey control.
 AH4202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4202.See file dsdata.txt to determine how the superseded data were derived.
 AH4202
 AH4202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1362511021(NAD 83)
 AH4202_MARKER: DD = SURVEY DISK
 AH4202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4202_SP_SET: WHEEL GUARD
 AH4202_STAMPING: 3 JS 18 1960
 AH4202_MARK LOGO: NCSHC 
 AH4202_PROJECTION: FLUSH
 AH4202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4202+STABILITY: SURFACE MOTION
 AH4202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4202+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 AH4202
 AH4202  HISTORY     - Date     Condition        Report By
 AH4202  HISTORY     - 1960     MONUMENTED       NCGS
 AH4202  HISTORY     - 19951024 GOOD             NCGS
 AH4202
 AH4202                          STATION DESCRIPTION
 AH4202
 AH4202'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4202'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED IN THE
 AH4202'NORTHWEST END OF THE NC 67-GWEN AVENUE BRIDGE OVER THE YADKIN RIVER IN
 AH4202'SOUTH ELKIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4203 ***********************************************************************
 AH4203  DESIGNATION -  3 JS 21
 AH4203  PID         -  AH4203
 AH4203  STATE/COUNTY-  NC/SURRY
 AH4203  USGS QUAD   -  ELKIN NORTH (1994)
 AH4203
 AH4203                         *CURRENT SURVEY CONTROL
 AH4203  ___________________________________________________________________
 AH4203* NAD 83(2007)-  36 15 20.28260(N)    080 48 36.40186(W)     ADJUSTED  
 AH4203* NAVD 88     -       273.83   (+/-2cm)     898.4    (feet)  VERTCON   
 AH4203  ___________________________________________________________________
 AH4203  EPOCH DATE  -        2002.00
 AH4203  X           -     822,406.054 (meters)                     COMP
 AH4203  Y           -  -5,083,372.453 (meters)                     COMP
 AH4203  Z           -   3,751,244.726 (meters)                     COMP
 AH4203  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AH4203  ELLIP HEIGHT-         240.357 (meters)          (02/10/07) ADJUSTED
 AH4203  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AH4203
 AH4203  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4203  Type    PID    Designation                      North   East  Ellip
 AH4203  -------------------------------------------------------------------
 AH4203  NETWORK AH4203 3 JS 21                           0.78   0.67   1.49
 AH4203  -------------------------------------------------------------------
 AH4203  VERT ORDER  -  THIRD ? (See Below)
 AH4203
 AH4203.The horizontal coordinates were established by GPS observations
 AH4203.and adjusted by the National Geodetic Survey in February 2007.
 AH4203
 AH4203.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4203.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4203.The horizontal coordinates are valid at the epoch date displayed above.
 AH4203.The epoch date for horizontal control is a decimal equivalence
 AH4203.of Year/Month/Day.
 AH4203
 AH4203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4203.The vertical order pertains to the NGVD 29 superseded value.
 AH4203
 AH4203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4203
 AH4203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4203
 AH4203.The ellipsoidal height was determined by GPS observations
 AH4203.and is referenced to NAD 83.
 AH4203
 AH4203.The geoid height was determined by GEOID03.
 AH4203
 AH4203;                    North         East     Units Scale Factor Converg.
 AH4203;SPC NC       -   279,449.091   446,928.008   MT  1.00002604   -1 02 41.1
 AH4203;SPC NC       -   916,825.89  1,466,296.31   sFT  1.00002604   -1 02 41.1
 AH4203;UTM  17      - 4,012,319.330   517,058.793   MT  0.99960359   +0 06 44.3
 AH4203
 AH4203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4203!SPC NC       -   0.99996228  x   1.00002604  =   0.99998832
 AH4203!UTM  17      -   0.99996228  x   0.99960359  =   0.99956588
 AH4203
 AH4203                          SUPERSEDED SURVEY CONTROL
 AH4203
 AH4203  NAD 83(2001)-  36 15 20.28306(N)    080 48 36.40172(W) AD(       ) 1
 AH4203  ELLIP H (03/13/03)  240.352  (m)                       GP(       ) 4 2
 AH4203  NAD 83(1986)-  36 15 20.29121(N)    080 48 36.40875(W) AD(       ) 1
 AH4203  NGVD 29 (10/14/98)  273.99   (m)          898.9    (f) LEVELING    3  
 AH4203
 AH4203.Superseded values are not recommended for survey control.
 AH4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4203.See file dsdata.txt to determine how the superseded data were derived.
 AH4203
 AH4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1705912319(NAD 83)
 AH4203_MARKER: DD = SURVEY DISK
 AH4203_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4203_STAMPING: 3 JS 21 1960
 AH4203_MARK LOGO: NCSHC 
 AH4203_PROJECTION: FLUSH
 AH4203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4203+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AH4203
 AH4203  HISTORY     - Date     Condition        Report By
 AH4203  HISTORY     - 1960     MONUMENTED       NCGS
 AH4203  HISTORY     - 19950404 GOOD             NCGS
 AH4203
 AH4203                          STATION DESCRIPTION
 AH4203
 AH4203'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4203'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 39.1 FT
 AH4203'(11.9 M) WEST OF A POWER POLE WITH A REFERENCE TAG. THE STATION WAS
 AH4203'RECOVERED DESTROYED 02-03-97. THE TOP PORTION OF THE MONUMENT WAS
 AH4203'BROKEN OFF BY A MOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3067 ***********************************************************************
 AE3067  DESIGNATION -  3 JS 22
 AE3067  PID         -  AE3067
 AE3067  STATE/COUNTY-  NC/SURRY
 AE3067  USGS QUAD   -  ELKIN NORTH (1994)
 AE3067
 AE3067                         *CURRENT SURVEY CONTROL
 AE3067  ___________________________________________________________________
 AE3067* NAD 83(2001)-  36 15 28.63475(N)    080 48 26.34190(W)     ADJUSTED  
 AE3067* NAVD 88     -       287.403  (meters)     942.92   (feet)  ADJUSTED  
 AE3067  ___________________________________________________________________
 AE3067  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AE3067  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AE3067  DYNAMIC HT  -         287.134 (meters)     942.04  (feet)  COMP
 AE3067  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 AE3067
 AE3067  HORZ ORDER  -  SECOND
 AE3067  VERT ORDER  -  SECOND    CLASS II
 AE3067
 AE3067.The horizontal coordinates were established by classical geodetic methods
 AE3067.and adjusted by the National Geodetic Survey in August 2005.
 AE3067
 AE3067.The orthometric height was determined by differential leveling
 AE3067.and adjusted in December 1997.
 AE3067
 AE3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3067
 AE3067.The geoid height was determined by GEOID03.
 AE3067
 AE3067.The dynamic height is computed by dividing the NAVD 88
 AE3067.geopotential number by the normal gravity value computed on the
 AE3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3067.degrees latitude (g = 980.6199 gals.).
 AE3067
 AE3067.The modeled gravity was interpolated from observed gravity values.
 AE3067
 AE3067;                    North         East     Units Scale Factor Converg.
 AE3067;SPC NC       -   279,701.920   447,183.801   MT  1.00002676   -1 02 35.3
 AE3067;SPC NC       -   917,655.38  1,467,135.52   sFT  1.00002676   -1 02 35.3
 AE3067;UTM  17      - 4,012,577.164   517,309.322   MT  0.99960369   +0 06 50.2
 AE3067
 AE3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3067!SPC NC       -   0.99996015  x   1.00002676  =   0.99998691
 AE3067!UTM  17      -   0.99996015  x   0.99960369  =   0.99956385
 AE3067
 AE3067                          SUPERSEDED SURVEY CONTROL
 AE3067
 AE3067  NAD 83(1986)-  36 15 28.64291(N)    080 48 26.34892(W) AD(       ) 2
 AE3067  NGVD 29 (12/22/97)  287.56   (m)          943.4    (f) LEVELING    3  
 AE3067
 AE3067.Superseded values are not recommended for survey control.
 AE3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3067.See file dsdata.txt to determine how the superseded data were derived.
 AE3067
 AE3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1730912577(NAD 83)
 AE3067_MARKER: DD = SURVEY DISK
 AE3067_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE3067_STAMPING: 3 JS 22 1960
 AE3067_MARK LOGO: NCSHC 
 AE3067_PROJECTION: FLUSH
 AE3067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3067+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1997
 AE3067
 AE3067  HISTORY     - Date     Condition        Report By
 AE3067  HISTORY     - 1960     MONUMENTED       NCGS
 AE3067  HISTORY     - 19950404 GOOD             NCGS
 AE3067  HISTORY     - 19970203 GOOD             NCGS
 AE3067
 AE3067                          STATION DESCRIPTION
 AE3067
 AE3067'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AE3067'RECOVERED AS DESCRIBED.
 AE3067
 AE3067                          STATION RECOVERY (1997)
 AE3067
 AE3067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AE3067'LOCATED APPROX. 2.4 MI NE OF ELKIN, NC AND 7.7 MI SOUTH OF ZEPHYR,NC.
 AE3067'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 268 AND I-77
 AE3067'OVERPASS, EAST ON NC 268, CROSSING TURKEY CREEK BRIDGE, FOR 0.9 MI TO
 AE3067'THE INTERSECTION WITH SR 1165, APPROX 250 FEET EAST OF THE
 AE3067'INTERSECTION, 44.5 FT NORTH OF THE CENTER OF NC 268, 21.0 FT WEST OF
 AE3067'THE CENTER OF A FIELD ROAD, AND NEAR A LOG TOBACCO BARN, IN TOP OF A
 AE3067'CONCRETE POST 0.1 FT ABOVE GROUND, BEING ALL BEARINGS ARE MAGNETIC.
 AE3067'20.33 FEET, S20W OF A NAIL AND CAP IN A 12 INCH APPLE TREE, 45.44
 AE3067'FEET, S40W OF A NAIL AND CAP IN A 20 INCH PINE, AND 31.0 FEET , S24W
 AE3067'OF A NAIL AND CAP IN THE SOUTHEAST CORNER OF A TOBACCO BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3068 ***********************************************************************
 AE3068  DESIGNATION -  3 JS 24
 AE3068  PID         -  AE3068
 AE3068  STATE/COUNTY-  NC/SURRY
 AE3068  USGS QUAD   -  ELKIN NORTH (1994)
 AE3068
 AE3068                         *CURRENT SURVEY CONTROL
 AE3068  ___________________________________________________________________
 AE3068* NAD 83(2001)-  36 16 03.47637(N)    080 47 39.40478(W)     ADJUSTED  
 AE3068* NAVD 88     -       310.710  (meters)    1019.39   (feet)  ADJUSTED  
 AE3068  ___________________________________________________________________
 AE3068  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AE3068  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AE3068  DYNAMIC HT  -         310.419 (meters)    1018.43  (feet)  COMP
 AE3068  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 AE3068
 AE3068  HORZ ORDER  -  SECOND
 AE3068  VERT ORDER  -  SECOND    CLASS II
 AE3068
 AE3068.The horizontal coordinates were established by classical geodetic methods
 AE3068.and adjusted by the National Geodetic Survey in August 2005.
 AE3068
 AE3068.The orthometric height was determined by differential leveling
 AE3068.and adjusted in December 1997.
 AE3068
 AE3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3068
 AE3068.The geoid height was determined by GEOID03.
 AE3068
 AE3068.The dynamic height is computed by dividing the NAVD 88
 AE3068.geopotential number by the normal gravity value computed on the
 AE3068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3068.degrees latitude (g = 980.6199 gals.).
 AE3068
 AE3068.The modeled gravity was interpolated from observed gravity values.
 AE3068
 AE3068;                    North         East     Units Scale Factor Converg.
 AE3068;SPC NC       -   280,754.454   448,374.772   MT  1.00002974   -1 02 08.2
 AE3068;SPC NC       -   921,108.57  1,471,042.90   sFT  1.00002974   -1 02 08.2
 AE3068;UTM  17      - 4,013,653.078   518,478.297   MT  0.99960421   +0 07 18.1
 AE3068
 AE3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3068!SPC NC       -   0.99995649  x   1.00002974  =   0.99998623
 AE3068!UTM  17      -   0.99995649  x   0.99960421  =   0.99956072
 AE3068
 AE3068                          SUPERSEDED SURVEY CONTROL
 AE3068
 AE3068  NAD 83(1986)-  36 16 03.48466(N)    080 47 39.41185(W) AD(       ) 2
 AE3068  NGVD 29 (12/22/97)  310.87   (m)         1019.9    (f) LEVELING    3  
 AE3068
 AE3068.Superseded values are not recommended for survey control.
 AE3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3068.See file dsdata.txt to determine how the superseded data were derived.
 AE3068
 AE3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1847813653(NAD 83)
 AE3068_MARKER: DD = SURVEY DISK
 AE3068_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE3068_STAMPING: 3 JS 24 1960
 AE3068_MARK LOGO: NCSHC 
 AE3068_PROJECTION: FLUSH
 AE3068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3068+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1996
 AE3068
 AE3068  HISTORY     - Date     Condition        Report By
 AE3068  HISTORY     - 1960     MONUMENTED       NCGS
 AE3068  HISTORY     - 19950404 GOOD             NCGS
 AE3068  HISTORY     - 19961007 GOOD             NCGS
 AE3068
 AE3068                          STATION DESCRIPTION
 AE3068
 AE3068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AE3068'RECOVERED AS DESCRIBED.
 AE3068
 AE3068                          STATION RECOVERY (1996)
 AE3068
 AE3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AE3068'LOCATED APPROX. 3.4 MI NE OF ELKIN, NC AND 7.1 MI SOUTH OF ZEPHYR,NC.
 AE3068'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 268 AND I-77
 AE3068'OVERPASS, EAST ON NC 268 FOR 2.4 MI TO THE INTERSECTION WITH SR 1139
 AE3068'(FRIENDSHIP ROAD), TURN LEFT AND PROCEED NORTH ALONG SR 1139 TO
 AE3068'FRIENDSHIP BAPTIST CHURCH ON RIGHT, IN THE CGURCH YARD, 51.0 FT
 AE3068'NORTHEAST OF THE CENTER OF SR 1139, 3.0 FEET SOUTH OF THE EDGE OF
 AE3068'PAVED PARKING LOT, 19.05 FEET S57-53E OF THE NORTHEAST CORNER OF A
 AE3068'BRICK SIGN, 39.37 FT, S18-08E OF THE SOUTHEAST CORNER OF THE CHURCH
 AE3068'ENTRANCE, AND 40.72 FT S28-00W OF THE BM REF. (A R/R SPIKE IN A 17
 AE3068'INCH OAK), A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4196 ***********************************************************************
 AH4196  DESIGNATION -  3 JS 3
 AH4196  PID         -  AH4196
 AH4196  STATE/COUNTY-  NC/SURRY
 AH4196  USGS QUAD   -  ELKIN NORTH (1994)
 AH4196
 AH4196                         *CURRENT SURVEY CONTROL
 AH4196  ___________________________________________________________________
 AH4196* NAD 83(2007)-  36 15 30.21390(N)    080 51 30.72423(W)     ADJUSTED  
 AH4196* NAVD 88     -       331.40   (+/-2cm)    1087.3    (feet)  VERTCON   
 AH4196  ___________________________________________________________________
 AH4196  EPOCH DATE  -        2002.00
 AH4196  X           -     818,088.229 (meters)                     COMP
 AH4196  Y           -  -5,083,932.836 (meters)                     COMP
 AH4196  Z           -   3,751,525.675 (meters)                     COMP
 AH4196  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AH4196  ELLIP HEIGHT-         298.009 (meters)          (02/10/07) ADJUSTED
 AH4196  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AH4196
 AH4196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4196  Type    PID    Designation                      North   East  Ellip
 AH4196  -------------------------------------------------------------------
 AH4196  NETWORK AH4196 3 JS 3                            0.86   0.71   1.65
 AH4196  -------------------------------------------------------------------
 AH4196  VERT ORDER  -  THIRD (See Below)
 AH4196
 AH4196.The horizontal coordinates were established by GPS observations
 AH4196.and adjusted by the National Geodetic Survey in February 2007.
 AH4196
 AH4196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4196.The horizontal coordinates are valid at the epoch date displayed above.
 AH4196.The epoch date for horizontal control is a decimal equivalence
 AH4196.of Year/Month/Day.
 AH4196
 AH4196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4196.The vertical order pertains to the NGVD 29 superseded value.
 AH4196
 AH4196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4196
 AH4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4196
 AH4196.The ellipsoidal height was determined by GPS observations
 AH4196.and is referenced to NAD 83.
 AH4196
 AH4196.The geoid height was determined by GEOID03.
 AH4196
 AH4196;                    North         East     Units Scale Factor Converg.
 AH4196;SPC NC       -   279,835.572   442,582.518   MT  1.00002689   -1 04 21.7
 AH4196;SPC NC       -   918,093.87  1,452,039.48   sFT  1.00002689   -1 04 21.7
 AH4196;UTM  17      - 4,012,617.884   512,708.230   MT  0.99960199   +0 05 01.2
 AH4196
 AH4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4196!SPC NC       -   0.99995323  x   1.00002689  =   0.99998012
 AH4196!UTM  17      -   0.99995323  x   0.99960199  =   0.99955524
 AH4196
 AH4196                          SUPERSEDED SURVEY CONTROL
 AH4196
 AH4196  NAD 83(2001)-  36 15 30.21438(N)    080 51 30.72411(W) AD(       ) 1
 AH4196  ELLIP H (03/13/03)  298.003  (m)                       GP(       ) 4 2
 AH4196  NAD 83(1986)-  36 15 30.22236(N)    080 51 30.73112(W) AD(       ) 1
 AH4196  NGVD 29 (10/14/98)  331.56   (m)         1087.8    (f) LEVELING    3  
 AH4196
 AH4196.Superseded values are not recommended for survey control.
 AH4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4196.See file dsdata.txt to determine how the superseded data were derived.
 AH4196
 AH4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1270812618(NAD 83)
 AH4196_MARKER: DD = SURVEY DISK
 AH4196_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4196_STAMPING: 3 JS 3 1960
 AH4196_MARK LOGO: NCSHC 
 AH4196_PROJECTION: FLUSH
 AH4196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4196+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 AH4196
 AH4196  HISTORY     - Date     Condition        Report By
 AH4196  HISTORY     - 1960     MONUMENTED       NCGS
 AH4196  HISTORY     - 19950628 GOOD             NCGS
 AH4196
 AH4196                          STATION DESCRIPTION
 AH4196
 AH4196'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4196'THE STATION IS LOCATED IN ELKIN. PROCEED ALONG NC 268 FOR 0.6 MI (1.0
 AH4196'KM) WEST FROM US 21 (IN ELKIN), OR 0.65 MI (1.05 KM) EAST OF THE
 AH4196'SURRY-WILKES COUNTY LINE, THENCE NORTH FOR 0.4 MI (0.6 KM) ALONG
 AH4196'OAKLAND DRIVE TO THE INTERSECTION WITH WESTWOOD DRIVE AND THE STATION
 AH4196'IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN
 AH4196'OAKLAND DRIVE AND PROJECTS 3 INCHES ABOVE THE GROUND. LOCATED 30.0 FT
 AH4196'(9.1 M) NORTHWEST OF THE CENTERLINE OF OAKLAND DRIVE, 15.5 FT (4.7 M)
 AH4196'SOUTH-SOUTHEAST OF THE CENTERLINE OF WESTWOOD DRIVE, 71.0 FT (21.6 M)
 AH4196'EAST-NORTHEAST OF A FIRE HYDRANT AND 3.3 FT (1.0 M) SOUTH OF A POWER
 AH4196'POLE WITH A TRANSFORMER, 23.0 FT (7.0 M) NORTH-NORTHEAST OF A POWER
 AH4196'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4197 ***********************************************************************
 AH4197  DESIGNATION -  3 JS 7
 AH4197  PID         -  AH4197
 AH4197  STATE/COUNTY-  NC/SURRY
 AH4197  USGS QUAD   -  ELKIN NORTH (1994)
 AH4197
 AH4197                         *CURRENT SURVEY CONTROL
 AH4197  ___________________________________________________________________
 AH4197* NAD 83(2001)-  36 16 22.54969(N)    080 50 58.33060(W)     ADJUSTED  
 AH4197* NAVD 88     -       357.96   (+/-2cm)    1174.4    (feet)  VERTCON   
 AH4197  ___________________________________________________________________
 AH4197  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH4197  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH4197  HORZ ORDER  -  SECOND
 AH4197  VERT ORDER  -  THIRD ? (See Below)
 AH4197
 AH4197.The horizontal coordinates were established by classical geodetic methods
 AH4197.and adjusted by the National Geodetic Survey in August 2005.
 AH4197
 AH4197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4197.The vertical order pertains to the NGVD 29 superseded value.
 AH4197
 AH4197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4197
 AH4197.The geoid height was determined by GEOID03.
 AH4197
 AH4197;                    North         East     Units Scale Factor Converg.
 AH4197;SPC NC       -   281,433.399   443,421.112   MT  1.00003139   -1 04 03.0
 AH4197;SPC NC       -   923,336.08  1,454,790.76   sFT  1.00003139   -1 04 03.0
 AH4197;UTM  17      - 4,014,231.621   513,514.061   MT  0.99960225   +0 05 20.5
 AH4197
 AH4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4197!SPC NC       -   0.99994906  x   1.00003139  =   0.99998045
 AH4197!UTM  17      -   0.99994906  x   0.99960225  =   0.99955133
 AH4197
 AH4197                          SUPERSEDED SURVEY CONTROL
 AH4197
 AH4197  NAD 83(1986)-  36 16 22.55789(N)    080 50 58.33755(W) AD(       ) 2
 AH4197  NGVD 29 (12/22/97)  358.12   (m)         1174.9    (f) LEVELING    3  
 AH4197
 AH4197.Superseded values are not recommended for survey control.
 AH4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4197.See file dsdata.txt to determine how the superseded data were derived.
 AH4197
 AH4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1351414232(NAD 83)
 AH4197_MARKER: DD = SURVEY DISK
 AH4197_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4197_STAMPING: 3 JS 7 1960
 AH4197_MARK LOGO: NCSHC 
 AH4197_PROJECTION: FLUSH
 AH4197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4197+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 AH4197
 AH4197  HISTORY     - Date     Condition        Report By
 AH4197  HISTORY     - 1960     MONUMENTED       NCGS
 AH4197  HISTORY     - 19950628 GOOD             NCGS
 AH4197
 AH4197                          STATION DESCRIPTION
 AH4197
 AH4197'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4197'THE STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) NORTH OF ELKIN
 AH4197'AND 6.8 MI (10.9 KM) SOUTHWEST OF ZEPHYR. PROCEED ALONG US 21 BYPASS
 AH4197'FOR 1.2 MI (1.9 KM) SOUTH FROM US 21 BUSINESS (NORTH OF ELKIN) TO THE
 AH4197'CC CAMP ROAD EXIT, THENCE WEST FOR 0.6 MI (1.0 KM) ALONG SR 1138-OAK
 AH4197'GROVE ROAD TO THE INTERSECTION WITH SR 1175-WESLEY ROAD AND THE
 AH4197'STATION IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER
 AH4197'THAN OAK GROVE ROAD AND FLUSH WITH THE GROUND. LOCATED 22.5 FT (6.9 M)
 AH4197'SOUTH OF THE CENTERLINE OF SR 1138, 39.0 FT (11.9 M) SOUTHWEST OF THE
 AH4197'CENTERLINE INTERSECTION OF WESLEY ROAD AND OAK GROVE ROAD, 89.6 FT
 AH4197'(27.3 M) NORTH OF THE NORTHWEST CORNER OF A ONE STORY FRAME DWELLING,
 AH4197'34.0 FT (10.4 M) EAST OF THE CENTER OF A GRAVEL DRIVE AND 81.2 FT
 AH4197'(24.7 M) WEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4198 ***********************************************************************
 AH4198  DESIGNATION -  3 JS 8 RESET
 AH4198  PID         -  AH4198
 AH4198  STATE/COUNTY-  NC/SURRY
 AH4198  USGS QUAD   -  ELKIN NORTH (1994)
 AH4198
 AH4198                         *CURRENT SURVEY CONTROL
 AH4198  ___________________________________________________________________
 AH4198* NAD 83(2007)-  36 16 30.73183(N)    080 50 46.08905(W)     ADJUSTED  
 AH4198* NAVD 88     -       355.93   (+/-2cm)    1167.7    (feet)  VERTCON   
 AH4198  ___________________________________________________________________
 AH4198  EPOCH DATE  -        2002.00
 AH4198  X           -     819,015.954 (meters)                     COMP
 AH4198  Y           -  -5,082,685.762 (meters)                     COMP
 AH4198  Z           -   3,753,044.248 (meters)                     COMP
 AH4198  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AH4198  ELLIP HEIGHT-         322.539 (meters)          (02/10/07) ADJUSTED
 AH4198  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AH4198
 AH4198  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4198  Type    PID    Designation                      North   East  Ellip
 AH4198  -------------------------------------------------------------------
 AH4198  NETWORK AH4198 3 JS 8 RESET                      0.73   0.69   1.39
 AH4198  -------------------------------------------------------------------
 AH4198  VERT ORDER  -  THIRD ? (See Below)
 AH4198
 AH4198.The horizontal coordinates were established by GPS observations
 AH4198.and adjusted by the National Geodetic Survey in February 2007.
 AH4198
 AH4198.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4198.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4198.The horizontal coordinates are valid at the epoch date displayed above.
 AH4198.The epoch date for horizontal control is a decimal equivalence
 AH4198.of Year/Month/Day.
 AH4198
 AH4198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4198.The vertical order pertains to the NGVD 29 superseded value.
 AH4198
 AH4198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4198
 AH4198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4198
 AH4198.The ellipsoidal height was determined by GPS observations
 AH4198.and is referenced to NAD 83.
 AH4198
 AH4198.The geoid height was determined by GEOID03.
 AH4198
 AH4198;                    North         East     Units Scale Factor Converg.
 AH4198;SPC NC       -   281,679.877   443,731.294   MT  1.00003210   -1 03 55.9
 AH4198;SPC NC       -   924,144.73  1,455,808.42   sFT  1.00003210   -1 03 55.9
 AH4198;UTM  17      - 4,014,484.201   513,819.074   MT  0.99960235   +0 05 27.7
 AH4198
 AH4198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4198!SPC NC       -   0.99994938  x   1.00003210  =   0.99998148
 AH4198!UTM  17      -   0.99994938  x   0.99960235  =   0.99955175
 AH4198
 AH4198                          SUPERSEDED SURVEY CONTROL
 AH4198
 AH4198  NAD 83(2001)-  36 16 30.73231(N)    080 50 46.08890(W) AD(       ) 1
 AH4198  ELLIP H (03/13/03)  322.531  (m)                       GP(       ) 4 2
 AH4198  NAD 83(1986)-  36 16 30.74051(N)    080 50 46.09585(W) AD(       ) 1
 AH4198  NGVD 29 (10/14/98)  356.09   (m)         1168.3    (f) LEVELING    3  
 AH4198
 AH4198.Superseded values are not recommended for survey control.
 AH4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4198.See file dsdata.txt to determine how the superseded data were derived.
 AH4198
 AH4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1381914484(NAD 83)
 AH4198_MARKER: DD = SURVEY DISK
 AH4198_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4198_STAMPING: 3 JS 8 RESET 1972
 AH4198_MARK LOGO: NCSHC 
 AH4198_PROJECTION: FLUSH
 AH4198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4198+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 AH4198
 AH4198  HISTORY     - Date     Condition        Report By
 AH4198  HISTORY     - 1972     MONUMENTED       NCGS
 AH4198  HISTORY     - 19950628 GOOD             NCGS
 AH4198
 AH4198                          STATION DESCRIPTION
 AH4198
 AH4198'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4198'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF ELKIN AND 6.7 MI
 AH4198'(10.8 KM) SOUTHWEST OF ZEPHYR. PROCEED ALONG US 21 BYPASS FOR 1.2 MI
 AH4198'(1.9 KM) SOUTH FROM US 21 BUSINESS (NORTH OF ELKIN) TO THE CC CAMP
 AH4198'ROAD EXIT, THENCE WEST FOR 0.4 MI (0.6 KM) ALONG SR 1138-OAK GROVE
 AH4198'ROAD TO THE INTERSECTION WITH MOUNTAIN VIEW ROAD AND THE STATION IN
 AH4198'THE FRONT YARD OF THE NEW HOME MISSIONARY CHURCH. MARK IS ABOUT 1 FOOT
 AH4198'(0.3 M) HIGHER THAN SR 1138 AND RECESSED 1 INCH BELOW THE GROUND.
 AH4198'LOCATED 64.0 FT (19.5 M) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 AH4198'OAK GROVE ROAD AND MOUNTAIN VIEW ROAD, 20.0 FT (6.1 M) SOUTHEAST OF
 AH4198'THE CENTERLINE OF SR 1138, 50.3 FT (15.3 M) NORTHEAST OF THE NORTHWEST
 AH4198'CORNER OF THE NEW HOME MISSIONARY BAPTIST CHURCH, 2.3 FT (0.7 M)
 AH4198'SOUTHEAST OF THE CENTER OF A HEDGEROW AND 34.3 FT (10.5 M)
 AH4198'WEST-SOUTHWEST OF A LIGHT POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4204 ***********************************************************************
 AH4204  DESIGNATION -  3 LLB
 AH4204  PID         -  AH4204
 AH4204  STATE/COUNTY-  NC/SURRY
 AH4204  USGS QUAD   -  LAMBSBURG (1977)
 AH4204
 AH4204                         *CURRENT SURVEY CONTROL
 AH4204  ___________________________________________________________________
 AH4204* NAD 83(2007)-  36 30 03.92956(N)    080 49 24.78224(W)     ADJUSTED  
 AH4204* NAVD 88     -       413.89   (+/-2cm)    1357.9    (feet)  VERTCON   
 AH4204  ___________________________________________________________________
 AH4204  EPOCH DATE  -        2002.00
 AH4204  X           -     818,655.334 (meters)                     COMP
 AH4204  Y           -  -5,067,728.123 (meters)                     COMP
 AH4204  Z           -   3,773,258.604 (meters)                     COMP
 AH4204  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 AH4204  ELLIP HEIGHT-         381.093 (meters)          (02/10/07) ADJUSTED
 AH4204  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AH4204
 AH4204  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4204  Type    PID    Designation                      North   East  Ellip
 AH4204  -------------------------------------------------------------------
 AH4204  NETWORK AH4204 3 LLB                             0.57   0.51   1.25
 AH4204  -------------------------------------------------------------------
 AH4204  VERT ORDER  -  THIRD (See Below)
 AH4204
 AH4204.The horizontal coordinates were established by GPS observations
 AH4204.and adjusted by the National Geodetic Survey in February 2007.
 AH4204
 AH4204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4204.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4204.The horizontal coordinates are valid at the epoch date displayed above.
 AH4204.The epoch date for horizontal control is a decimal equivalence
 AH4204.of Year/Month/Day.
 AH4204
 AH4204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4204.The vertical order pertains to the NGVD 29 superseded value.
 AH4204
 AH4204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4204
 AH4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4204
 AH4204.The ellipsoidal height was determined by GPS observations
 AH4204.and is referenced to NAD 83.
 AH4204
 AH4204.The geoid height was determined by GEOID03.
 AH4204
 AH4204;                    North         East     Units Scale Factor Converg.
 AH4204;SPC NC       -   306,705.860   446,220.738   MT  1.00011053   -1 03 09.0
 AH4204;SPC NC       - 1,006,250.81  1,463,975.87   sFT  1.00011053   -1 03 09.0
 AH4204;UTM  17      - 4,039,543.634   515,801.756   MT  0.99960308   +0 06 17.9
 AH4204
 AH4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4204!SPC NC       -   0.99994019  x   1.00011053  =   1.00005072
 AH4204!UTM  17      -   0.99994019  x   0.99960308  =   0.99954330
 AH4204
 AH4204:                Primary Azimuth Mark                     Grid Az
 AH4204:SPC NC       -  DEMOCRAT                                 302 27 22.4
 AH4204:UTM  17      -  DEMOCRAT                                 301 17 55.5
 AH4204
 AH4204|---------------------------------------------------------------------|
 AH4204| PID    Reference Object                     Distance      Geod. Az  |
 AH4204|                                                           dddmmss.s |
 AH4204| AH4230 DEMOCRAT                            APPROX. 0.5 KM 3012413.4 |
 AH4204|---------------------------------------------------------------------|
 AH4204
 AH4204                          SUPERSEDED SURVEY CONTROL
 AH4204
 AH4204  NAD 83(2001)-  36 30 03.93004(N)    080 49 24.78212(W) AD(       ) 1
 AH4204  ELLIP H (03/13/03)  381.071  (m)                       GP(       ) 4 2
 AH4204  NAD 83(1986)-  36 30 03.93742(N)    080 49 24.78878(W) AD(       ) 1
 AH4204  NGVD 29 (10/14/98)  414.05   (m)         1358.4    (f) LEVELING    3  
 AH4204
 AH4204.Superseded values are not recommended for survey control.
 AH4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4204.See file dsdata.txt to determine how the superseded data were derived.
 AH4204
 AH4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1580239544(NAD 83)
 AH4204_MARKER: DB = BENCH MARK DISK
 AH4204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4204_SP_SET: SET IN HEADWALL
 AH4204_STAMPING: 3 LLB 1963
 AH4204_MARK LOGO: USGS  
 AH4204_PROJECTION: FLUSH
 AH4204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4204+STABILITY: SURFACE MOTION
 AH4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4204+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1995
 AH4204
 AH4204  HISTORY     - Date     Condition        Report By
 AH4204  HISTORY     - 1963     MONUMENTED       NCGS
 AH4204  HISTORY     - 19950222 GOOD             NCGS
 AH4204
 AH4204                          STATION DESCRIPTION
 AH4204
 AH4204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4204'STATION FOUND GOOD NEW DESCRIPTION FOLLOWS. ALONG NC 89 FOR 5.05 MI
 AH4204'(8.13 KM) NORTHWEST FROM THE I-77 OVERPASS NEAR MOUNT AIRY IN THE
 AH4204'CENTER OF THE NORTHEAST HEADWALL, ALSO 0.1 MI (0.2 KM) NORTHWEST ALONG
 AH4204'NC 89 FROM MOUNT VERNON BAPTIST CHURCH. MARK IS ABOUT 1 FOOT (0.3 M)
 AH4204'LOWER THAN HIGHWAY. LOCATED 19.0 FT (5.8 M) NORTHEAST OF THE
 AH4204'CENTERLINE OF NC 89, 32.1 FT (9.8 M) NORTHWEST OF THE SOUTHEAST END OF
 AH4204'GUARD RAIL, 4.8 FT (1.5 M) NORTHEAST OF THE GUARD RAIL, 3.5 FT (1.1 M)
 AH4204'NORTHWEST OF SOUTHEAST END OF HEADWALL AND 3.3 FT (1.0 M) SOUTHEAST OF
 AH4204'NORTHWEST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9484 ***********************************************************************
 DJ9484  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9484  DESIGNATION -  3 MAX
 DJ9484  PID         -  DJ9484
 DJ9484  STATE/COUNTY-  NC/JOHNSTON
 DJ9484  USGS QUAD   -  BENSON (1973)
 DJ9484
 DJ9484                         *CURRENT SURVEY CONTROL
 DJ9484  ___________________________________________________________________
 DJ9484* NAD 83(2007)-  35 27 36.71321(N)    078 36 31.34333(W)     ADJUSTED  
 DJ9484* NAVD 88     -        58.71   (meters)     192.6    (feet)  GPS OBS   
 DJ9484  ___________________________________________________________________
 DJ9484  EPOCH DATE  -        2002.00
 DJ9484  X           -   1,027,240.066 (meters)                     COMP
 DJ9484  Y           -  -5,098,541.496 (meters)                     COMP
 DJ9484  Z           -   3,679,586.575 (meters)                     COMP
 DJ9484  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 DJ9484  ELLIP HEIGHT-          25.196 (meters)          (05/29/07) ADJUSTED
 DJ9484  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 DJ9484  HORZ ORDER  -  FIRST
 DJ9484  ELLP ORDER  -  FOURTH    CLASS II
 DJ9484
 DJ9484.The horizontal coordinates were established by GPS observations
 DJ9484.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9484
 DJ9484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9484.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9484.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9484.The epoch date for horizontal control is a decimal equivalence
 DJ9484.of Year/Month/Day.
 DJ9484
 DJ9484.The orthometric height was determined by GPS observations and a
 DJ9484.high-resolution geoid model.
 DJ9484.The orthometric height was determined by GPS observations and a
 DJ9484.high-resolution geoid model using precise GPS observation and
 DJ9484.processing techniques.
 DJ9484
 DJ9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9484
 DJ9484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9484
 DJ9484.The ellipsoidal height was determined by GPS observations
 DJ9484.and is referenced to NAD 83.
 DJ9484
 DJ9484.The geoid height was determined by GEOID03.
 DJ9484
 DJ9484;                    North         East     Units Scale Factor Converg.
 DJ9484;SPC NC       -   189,782.853   645,116.164   MT  0.99987918   +0 13 33.0
 DJ9484;SPC NC       -   622,645.91  2,116,518.61   sFT  0.99987918   +0 13 33.0
 DJ9484;UTM  17      - 3,926,707.206   717,001.522   MT  1.00018034   +1 23 16.2
 DJ9484
 DJ9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9484!SPC NC       -   0.99999605  x   0.99987918  =   0.99987523
 DJ9484!UTM  17      -   0.99999605  x   1.00018034  =   1.00017638
 DJ9484
 DJ9484                          SUPERSEDED SURVEY CONTROL
 DJ9484
 DJ9484.No superseded survey control is available for this station.
 DJ9484
 DJ9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1700226707(NAD 83)
 DJ9484_MARKER: DB = BENCH MARK DISK
 DJ9484_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ9484_STAMPING: 3 MAX 1972 193
 DJ9484_MARK LOGO: USGS  
 DJ9484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9484+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DJ9484
 DJ9484  HISTORY     - Date     Condition        Report By
 DJ9484  HISTORY     - 1992     MONUMENTED       USGS
 DJ9484  HISTORY     - 20061117 GOOD             NCGS
 DJ9484  HISTORY     - 20080520 GOOD             GEOCAC
 DJ9484
 DJ9484                          STATION DESCRIPTION
 DJ9484
 DJ9484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 DJ9484'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DJ9484'BENSON AND 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF MCGEES CROSSROADS.
 DJ9484'PROCEED ALONG NC 210 FOR 2.6 MI (4.2 KM) WEST-NORTHWEST FROM I-40 TO
 DJ9484'SR 1309 (OLD FAIRGROUND ROAD), THENCE SOUTH-SOUTHWEST ALONG SR 1309
 DJ9484'FOR 4.6 MI (7.4 KM) TO BRISTOL LANE (GRAVEL ROAD) AND STATION IN THE
 DJ9484'SOUTHEAST QUADRANT.
 DJ9484' 
 DJ9484'MARK IS ABOUT 2-FEET HIGHER THAN SR 1309 AND PROJECTS 2-IN (5 CM)
 DJ9484'ABOVE THE GROUND.  LOCATED 60.0 FT (18.3 M) EAST-SOUTHEAST OF THE
 DJ9484'CENTERLINE OF SR 1309, 36.0 FT (11.0 M) SOUTH OF THE CENTER OF BRISTOL
 DJ9484'LN, AND 18.7 FT (5.7 M) SOUTH-SOUTHWEST OF A POWER POLE WITH
 DJ9484'TRANSFORMER AND REFERENCE TAG.
 DJ9484
 DJ9484                          STATION RECOVERY (2008)
 DJ9484
 DJ9484'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9484'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2663 ***********************************************************************
 FX2663  DESIGNATION -  3 MEA
 FX2663  PID         -  FX2663
 FX2663  STATE/COUNTY-  NC/PASQUOTANK
 FX2663  USGS QUAD   -  PASQUOTANK (1982)
 FX2663
 FX2663                         *CURRENT SURVEY CONTROL
 FX2663  ___________________________________________________________________
 FX2663* NAD 83(1986)-  36 21 26.     (N)    076 16 22.     (W)     SCALED    
 FX2663* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 FX2663  ___________________________________________________________________
 FX2663  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FX2663  DYNAMIC HT  -           3.698 (meters)      12.13  (feet)  COMP
 FX2663  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 FX2663
 FX2663  VERT ORDER  -  SECOND    CLASS II
 FX2663
 FX2663.The horizontal coordinates were scaled from a topographic map and have
 FX2663.an estimated accuracy of +/- 6 seconds.
 FX2663
 FX2663.The orthometric height was determined by differential leveling
 FX2663.and adjusted in June 1991.
 FX2663
 FX2663.The geoid height was determined by GEOID03.
 FX2663
 FX2663.The dynamic height is computed by dividing the NAVD 88
 FX2663.geopotential number by the normal gravity value computed on the
 FX2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2663.degrees latitude (g = 980.6199 gals.).
 FX2663
 FX2663.The modeled gravity was interpolated from observed gravity values.
 FX2663
 FX2663;                    North         East    Units  Estimated Accuracy
 FX2663;SPC NC       -   292,600.      854,370.      MT  (+/- 180 meters Scaled)
 FX2663
 FX2663                          SUPERSEDED SURVEY CONTROL
 FX2663
 FX2663.No superseded survey control is available for this station.
 FX2663
 FX2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF858243(NAD 83)
 FX2663_MARKER: DB = BENCH MARK DISK
 FX2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2663_SP_SET: CONCRETE POST
 FX2663_STAMPING: 3 MEA 1976 13 FT
 FX2663_MARK LOGO: USGS  
 FX2663_PROJECTION: FLUSH
 FX2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2663+STABILITY: SURFACE MOTION
 FX2663
 FX2663  HISTORY     - Date     Condition        Report By
 FX2663  HISTORY     - 1976     MONUMENTED       USGS
 FX2663  HISTORY     - 1980     GOOD             NCGS
 FX2663
 FX2663                          STATION DESCRIPTION
 FX2663
 FX2663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2663'4.8 MI NW FROM ELIZABETH CITY.
 FX2663'5.65 MILES NORTH ALONG U.S. 17 FROM THE INTERSECTION WITH U.S. 158
 FX2663'IN ELIZABETH CITY, ON LEFT AT SR 1339, 30.7 FEET WEST OF THE
 FX2663'CENTERLINE OF HIGHWAY, 74.0 FEET SOUTH OF CENTERLINE OF ROAD AND
 FX2663'3.5 FEET NORTH OF TELEPHONE POLE 142 WITH REFERENCE TAG.
 FX2663'THE MARK IS 0.5 FT  E FROM A WITNESS POST.
 FX2663'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5744 ***********************************************************************
 EY5744  DESIGNATION -  3 MEA
 EY5744  PID         -  EY5744
 EY5744  STATE/COUNTY-  NC/EDGECOMBE
 EY5744  USGS QUAD   -  CONETOE (1981)
 EY5744
 EY5744                         *CURRENT SURVEY CONTROL
 EY5744  ___________________________________________________________________
 EY5744* NAD 83(2001)-  35 49 58.71190(N)    077 22 30.88259(W)     ADJUSTED  
 EY5744* NAVD 88     -        22.00   (+/-2cm)      72.2    (feet)  VERTCON   
 EY5744  ___________________________________________________________________
 EY5744  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EY5744  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EY5744  HORZ ORDER  -  SECOND
 EY5744  VERT ORDER  -  THIRD ? (See Below)
 EY5744
 EY5744.The horizontal coordinates were established by classical geodetic methods
 EY5744.and adjusted by the National Geodetic Survey in August 2005.
 EY5744
 EY5744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5744.The vertical order pertains to the NGVD 29 superseded value.
 EY5744
 EY5744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5744
 EY5744.The geoid height was determined by GEOID03.
 EY5744
 EY5744;                    North         East     Units Scale Factor Converg.
 EY5744;SPC NC       -   232,270.451   756,385.669   MT  0.99992393   +0 56 15.9
 EY5744;SPC NC       -   762,040.64  2,481,575.32   sFT  0.99992393   +0 56 15.9
 EY5744;UTM  18      - 3,968,027.554   285,454.803   MT  1.00016722   -1 23 27.8
 EY5744
 EY5744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5744!SPC NC       -   1.00000212  x   0.99992393  =   0.99992605
 EY5744!UTM  18      -   1.00000212  x   1.00016722  =   1.00016934
 EY5744
 EY5744                          SUPERSEDED SURVEY CONTROL
 EY5744
 EY5744  NAD 83(1986)-  35 49 58.72180(N)    077 22 30.89358(W) AD(       ) 2
 EY5744  NGVD 29 (01/18/91)   22.35   (m)           73.3    (f) LEVELING    3  
 EY5744
 EY5744.Superseded values are not recommended for survey control.
 EY5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5744.See file dsdata.txt to determine how the superseded data were derived.
 EY5744
 EY5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8545568028(NAD 83)
 EY5744_MARKER: DB = BENCH MARK DISK
 EY5744_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY5744+WITH SETTING: PAVEMENT
 EY5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5744+STABILITY: SURFACE MOTION
 EY5744
 EY5744  HISTORY     - Date     Condition        Report By
 EY5744  HISTORY     - 1978     MONUMENTED       USGS
 EY5744  HISTORY     - 1980     GOOD             NCGS
 EY5744
 EY5744                          STATION DESCRIPTION
 EY5744
 EY5744'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EY5744'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTH OF BETHEL AND
 EY5744'3.7 MILES WEST-NORTHWEST OF PARMELE.
 EY5744'
 EY5744'TO REACH THE STATION FROM THE INTERSECTION OF US 13-64 WITH NC 11 IN
 EY5744'BETHEL, PROCEED NORTH ALONG NC 11 FOR 1.8 MILES TO SR 1527 CROSSROADS
 EY5744'AND STATION ON THE LEFT IN A CONCRETE TRAFFIC ISLAND.
 EY5744'
 EY5744'STATION MARK IS A STANDARD USGS DISK STAMPED---3 MEA 1978 73 FT---,
 EY5744'SET FLUSH IN A DRILLED HOLE.  THE MARK IS 30.0 FEET WEST OF THE
 EY5744'CENTERLINE OF NC 11, 30.7 FEET NORTHEAST OF THE CENTERLINE OF SR 1527,
 EY5744'147.0 FEET NORTH OF A POWER POLE WITH REFERENCE TAG, 96.4 FEET
 EY5744'SOUTHEAST OF A TELEPHONE POST WITH REFERENCE TAG AND 94.9 FEET
 EY5744'SOUTHEAST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1838 ***********************************************************************
 EZ1838  DESIGNATION -  3 RESET
 EZ1838  PID         -  EZ1838
 EZ1838  STATE/COUNTY-  NC/WAKE
 EZ1838  USGS QUAD   -  RALEIGH WEST (1988)
 EZ1838
 EZ1838                         *CURRENT SURVEY CONTROL
 EZ1838  ___________________________________________________________________
 EZ1838* NAD 83(1986)-  35 46 59.74   (N)    078 39 54.40   (W)     HD_HELD1  
 EZ1838* NAVD 88     -       120.556  (meters)     395.52   (feet)  ADJUSTED  
 EZ1838  ___________________________________________________________________
 EZ1838  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EZ1838  DYNAMIC HT  -         120.453 (meters)     395.19  (feet)  COMP
 EZ1838  MODELED GRAV-     979,771.7   (mgal)                       NAVD 88
 EZ1838
 EZ1838  VERT ORDER  -  FIRST     CLASS II
 EZ1838
 EZ1838.The horizontal coordinates were established by differentially corrected
 EZ1838.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 EZ1838
 EZ1838.The orthometric height was determined by differential leveling
 EZ1838.and adjusted in June 1991.
 EZ1838
 EZ1838.The geoid height was determined by GEOID03.
 EZ1838
 EZ1838.The dynamic height is computed by dividing the NAVD 88
 EZ1838.geopotential number by the normal gravity value computed on the
 EZ1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1838.degrees latitude (g = 980.6199 gals.).
 EZ1838
 EZ1838.The modeled gravity was interpolated from observed gravity values.
 EZ1838
 EZ1838;                    North         East    Units  Estimated Accuracy
 EZ1838;SPC NC       -   225,604.6     639,875.8     MT  (+/- 3 meters HH1 GPS) 
 EZ1838
 EZ1838                          SUPERSEDED SURVEY CONTROL
 EZ1838
 EZ1838.No superseded survey control is available for this station.
 EZ1838
 EZ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1103162424(NAD 83)
 EZ1838_MARKER: DB = BENCH MARK DISK
 EZ1838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ1838_SP_SET: IN SIDEWALK
 EZ1838_STAMPING: NO 3 RESET 1977
 EZ1838_MARK LOGO: NGS   
 EZ1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1838+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 EZ1838
 EZ1838  HISTORY     - Date     Condition        Report By
 EZ1838  HISTORY     - 1977     MONUMENTED       NGS
 EZ1838  HISTORY     - 1980     GOOD             NCGS
 EZ1838  HISTORY     - 20050706 GOOD             GEOCAC
 EZ1838  HISTORY     - 20060915 GOOD             USPSQD
 EZ1838  HISTORY     - 20071118 GOOD             GEOCAC
 EZ1838
 EZ1838                          STATION DESCRIPTION
 EZ1838
 EZ1838'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1838'IN RALEIGH.
 EZ1838'0.2 MILE SOUTH ALONG PULLEN ROAD FROM THE BELL TOWER ON NORTH
 EZ1838'CAROLINA STATE UNIVERSITY CAMPUS, SET IN THE SIDEWALK AT THE
 EZ1838'NORTHWEST CORNER OF THE OVERPASS OF SOUTHERN RAILROAD AT WELCH
 EZ1838'HALL, 7.3 FEET WEST OF WEST CURB OF ROAD, 2.5 FEET NORTH OF
 EZ1838'NORTH END OF BRIDGE RAIL, 3.0 FEET SOUTH OF NORTH END OF CONCRETE
 EZ1838'RAIL AND 2.4 FEET EAST OF FENCE CORNER.
 EZ1838'THE MARK IS 0.5 FT ABOVE ROAD.
 EZ1838
 EZ1838                          STATION RECOVERY (2005)
 EZ1838
 EZ1838'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1838'AS DESCRIBED. CONDITION GOOD.
 EZ1838'HANDHELD GPS READING  N35 46 59.74, W78 39 54.40.
 EZ1838' 
 EZ1838
 EZ1838                          STATION RECOVERY (2006)
 EZ1838
 EZ1838'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ1838'RECOVERED IN GOOD CONDITION.
 EZ1838
 EZ1838                          STATION RECOVERY (2007)
 EZ1838
 EZ1838'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ1838'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9323 ***********************************************************************
 AF9323  DESIGNATION -  3 SCH
 AF9323  PID         -  AF9323
 AF9323  STATE/COUNTY-  NC/STOKES
 AF9323  USGS QUAD   -  HANGING ROCK (1977)
 AF9323
 AF9323                         *CURRENT SURVEY CONTROL
 AF9323  ___________________________________________________________________
 AF9323* NAD 83(2001)-  36 29 25.74484(N)    080 21 59.80841(W)     ADJUSTED  
 AF9323* NAVD 88     -       349.4    (meters)    1146.     (feet)  VERTCON   
 AF9323  ___________________________________________________________________
 AF9323  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AF9323  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AF9323  HORZ ORDER  -  SECOND
 AF9323
 AF9323.The horizontal coordinates were established by classical geodetic methods
 AF9323.and adjusted by the National Geodetic Survey in August 2005.
 AF9323
 AF9323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9323
 AF9323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9323
 AF9323.The geoid height was determined by GEOID03.
 AF9323
 AF9323;                    North         East     Units Scale Factor Converg.
 AF9323;SPC NC       -   304,870.997   487,140.666   MT  1.00010649   -0 47 19.6
 AF9323;SPC NC       - 1,000,230.93  1,598,227.34   sFT  1.00010649   -0 47 19.6
 AF9323;UTM  17      - 4,038,539.087   556,730.381   MT  0.99963965   +0 22 36.0
 AF9323
 AF9323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9323!SPC NC       -   0.99995037  x   1.00010649  =   1.00005686
 AF9323!UTM  17      -   0.99995037  x   0.99963965  =   0.99959004
 AF9323
 AF9323                          SUPERSEDED SURVEY CONTROL
 AF9323
 AF9323  NAD 83(1986)-  36 29 25.75579(N)    080 21 59.81401(W) AD(       ) 2
 AF9323  NGVD 29 (07/20/98)  349.5    (m)         1147.     (f) VERT ANG    3  
 AF9323
 AF9323.Superseded values are not recommended for survey control.
 AF9323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9323.See file dsdata.txt to determine how the superseded data were derived.
 AF9323
 AF9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5673038539(NAD 83)
 AF9323_MARKER: DD = SURVEY DISK
 AF9323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9323_STAMPING: ET 3 SCH 1962
 AF9323_MARK LOGO: USGS  
 AF9323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9323+STABILITY: SURFACE MOTION
 AF9323
 AF9323  HISTORY     - Date     Condition        Report By
 AF9323  HISTORY     - 1962     MONUMENTED       USGS
 AF9323  HISTORY     - 19870324 GOOD             NCGS
 AF9323
 AF9323                          STATION DESCRIPTION
 AF9323
 AF9323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AF9323'STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-NORTHEAST OF WESTFIELD,
 AF9323'AND 17.1 KM (10.60 MI) NORTHWEST OF DANBURY. PROCEED ALONG NC 89 FOR
 AF9323'2.7 KM (1.65 MI) NORTH-NORTHEAST FROM NC 66 TO SR 1467 (HORSE SHOE
 AF9323'RD), THENCE 2.3 KM (1.40 MI) SOUTH-SOUTHEAST ALONG SR 1467, TO
 AF9323'STATION, IN CURVE NEAR LONE HICKORY TREE. MARK IS FLUSH WITH GROUND
 AF9323'AND LEVEL WITH ROAD.  LOCATED 12.5 M (41.0 FT) EAST-NORTHEAST OF THE
 AF9323'CENTERLINE OF ROAD--AND 11.4 M (37.4 FT) NORTH-NORTHEAST OF TELEPHONE
 AF9323'PEDESTAL AT POLE, 1.9 M (6.2 FT) EAST-SOUTHEAST OF 18-INCH HICKORY,
 AF9323'16.0 M (52.5 FT) SOUTH-SOUTHWEST OF SERVICE POLE--ALL THREE WITH
 AF9323'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2566 ***********************************************************************
 EB2566  DESIGNATION -  3 TT A 95 76
 EB2566  PID         -  EB2566
 EB2566  STATE/COUNTY-  NC/HOKE
 EB2566  USGS QUAD   -  PARKTON (1982)
 EB2566
 EB2566                         *CURRENT SURVEY CONTROL
 EB2566  ___________________________________________________________________
 EB2566* NAD 83(2001)-  34 59 29.12876(N)    079 04 10.31908(W)     ADJUSTED  
 EB2566* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 EB2566  ___________________________________________________________________
 EB2566  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 EB2566  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EB2566  HORZ ORDER  -  SECOND
 EB2566
 EB2566.The horizontal coordinates were established by classical geodetic methods
 EB2566.and adjusted by the National Geodetic Survey in August 2005.
 EB2566
 EB2566.The orthometric height was scaled from a topographic map.
 EB2566
 EB2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2566
 EB2566.The geoid height was determined by GEOID03.
 EB2566
 EB2566;                    North         East     Units Scale Factor Converg.
 EB2566;SPC NC       -   137,713.619   603,253.755   MT  0.99988286   -0 02 24.5
 EB2566;SPC NC       -   451,815.43  1,979,175.03   sFT  0.99988286   -0 02 24.5
 EB2566;UTM  17      - 3,873,794.572   676,188.185   MT  0.99998259   +1 06 26.3
 EB2566
 EB2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2566!SPC NC       -   0.99999440  x   0.99988286  =   0.99987726
 EB2566!UTM  17      -   0.99999440  x   0.99998259  =   0.99997699
 EB2566
 EB2566                          SUPERSEDED SURVEY CONTROL
 EB2566
 EB2566  NAD 83(1986)-  34 59 29.14163(N)    079 04 10.31739(W) AD(       ) 2
 EB2566  NAD 27      -  34 59 28.55700(N)    079 04 11.19300(W) AD(       ) 2
 EB2566
 EB2566.Superseded values are not recommended for survey control.
 EB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2566.See file dsdata.txt to determine how the superseded data were derived.
 EB2566
 EB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7618873795(NAD 83)
 EB2566_MARKER: DB = BENCH MARK DISK
 EB2566_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EB2566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2566_STAMPING: 3 TT-A 95/76 30TH ENGRS NC 43
 EB2566_MARK LOGO: USE   
 EB2566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2566+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 EB2566
 EB2566  HISTORY     - Date     Condition        Report By
 EB2566  HISTORY     - 1943     MONUMENTED       USE
 EB2566  HISTORY     - 1967     GOOD             CGS
 EB2566  HISTORY     - 20010426 GOOD             NCGS
 EB2566
 EB2566                          STATION DESCRIPTION
 EB2566
 EB2566'DESCRIBED BY US ENGINEERS 1943 (LWS)
 EB2566'STATION IS LOCATED IN THE SOUTHWEST EDGE OF ROCKFISH.  IT IS
 EB2566'200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ROCKFISH
 EB2566'SCHOOL BUILDING, 33 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 EB2566'12 FEET NORTHEAST OF A POWER LINE POLE AND 1 FOOT WEST OF A
 EB2566'WHITE WITNESS POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST
 EB2566'PROJECTING 6 INCHES WITH A STANDARD CORPS OF ENGINEERS U.S.
 EB2566'ARMY BENCH MARK DISK STAMPED---3 TT-A 95/76 30TH ENGRS NC 43---.
 EB2566'
 EB2566'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NC 351
 EB2566'AND THE DISTANCE WAS FOUND TO BE 313.521 METERS (1,028.62 FEET).
 EB2566
 EB2566                          STATION RECOVERY (1967)
 EB2566
 EB2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 EB2566'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 EB2566'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 EB2566'
 EB2566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EB2566'AT ROCKFISH.
 EB2566
 EB2566                          STATION RECOVERY (2001)
 EB2566
 EB2566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EB2566'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 EB2566'MARK NOW PROJECTS 24-INCHES AND THE POWER LINE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2443 ***********************************************************************
 EB2443  DESIGNATION -  3 TTA 111/5 NC 43
 EB2443  PID         -  EB2443
 EB2443  STATE/COUNTY-  NC/SAMPSON
 EB2443  USGS QUAD   -  ROSEBORO (1987)
 EB2443
 EB2443                         *CURRENT SURVEY CONTROL
 EB2443  ___________________________________________________________________
 EB2443* NAD 83(2001)-  34 58 22.09441(N)    078 30 32.92151(W)     ADJUSTED  
 EB2443* NAVD 88     -        33.40   (+/-2cm)     109.6    (feet)  VERTCON   
 EB2443  ___________________________________________________________________
 EB2443  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 EB2443  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EB2443  HORZ ORDER  -  SECOND
 EB2443  VERT ORDER  -  THIRD ? (See Below)
 EB2443
 EB2443.The horizontal coordinates were established by classical geodetic methods
 EB2443.and adjusted by the National Geodetic Survey in August 2005.
 EB2443
 EB2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2443.The vertical order pertains to the NGVD 29 superseded value.
 EB2443
 EB2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2443
 EB2443.The geoid height was determined by GEOID03.
 EB2443
 EB2443;                    North         East     Units Scale Factor Converg.
 EB2443;SPC NC       -   135,756.663   654,419.942   MT  0.99988438   +0 16 59.9
 EB2443;SPC NC       -   445,394.99  2,147,042.76   sFT  0.99988438   +0 16 59.9
 EB2443;UTM  17      - 3,872,861.365   727,394.596   MT  1.00023733   +1 25 42.0
 EB2443
 EB2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2443!SPC NC       -   1.00000014  x   0.99988438  =   0.99988452
 EB2443!UTM  17      -   1.00000014  x   1.00023733  =   1.00023747
 EB2443
 EB2443:                Primary Azimuth Mark                     Grid Az
 EB2443:SPC NC       -  CARROLL                                  200 07 19.6
 EB2443:UTM  17      -  CARROLL                                  198 58 37.5
 EB2443
 EB2443|---------------------------------------------------------------------|
 EB2443| PID    Reference Object                     Distance      Geod. Az  |
 EB2443|                                                           dddmmss.s |
 EB2443| EB2448 CARROLL                             APPROX. 0.5 KM 2002419.5 |
 EB2443|---------------------------------------------------------------------|
 EB2443
 EB2443                          SUPERSEDED SURVEY CONTROL
 EB2443
 EB2443  NAD 83(1986)-  34 58 22.09927(N)    078 30 32.93091(W) AD(       ) 2
 EB2443  NAD 27      -  34 58 21.48746(N)    078 30 33.90833(W) AD(       ) 2
 EB2443  NGVD 29 (07/19/86)   33.68   (m)          110.5    (f) LEVELING    3  
 EB2443
 EB2443.Superseded values are not recommended for survey control.
 EB2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2443.See file dsdata.txt to determine how the superseded data were derived.
 EB2443
 EB2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2739572861(NAD 83)
 EB2443_MARKER: DD = SURVEY DISK
 EB2443_SETTING: 0 = UNSPECIFIED SETTING
 EB2443_STAMPING: 3 TTA 111/5 NC 43
 EB2443_MARK LOGO: USE   
 EB2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2443
 EB2443  HISTORY     - Date     Condition        Report By
 EB2443  HISTORY     - 1943     MONUMENTED       USE
 EB2443
 EB2443                          STATION DESCRIPTION
 EB2443
 EB2443'DESCRIBED BY US ENGINEERS 1943 (JWC)
 EB2443'3 TTA 111/5 NC 43 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2443'VICINITY OF ROSEBORO, NORTH CAROLINA.
 EB2443'
 EB2443'3 TTA 111/5 NC 43 IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF
 EB2443'ROSEBORO AND 3.1 MILES SOUTH OF SALEMBURG.  TO REACH STATION FROM
 EB2443'INTERSECTION OF NC 242 AND NC 24 IN ROSEBORO, PROCEED NORTH ALONG NC
 EB2443'242 FOR 1.15 MILES TO STATION ON RIGHT, 0.35 MILE SOUTH OF NC 242
 EB2443'BRIDGE OVER LITTLE COHARIE CREEK, APPROXIMATELY 100 FEET NORTH
 EB2443'OF NORTH CORNER OF YARD OF A MOBILE HOME AND BY 4X4 WITNESS POST.
 EB2443'
 EB2443'STATION MARK IS A STANDARD CORPS OF ENGINEERS DISK SET IN A CONCRETE
 EB2443'POST,
 EB2443'STAMPED---3 TTA 111/5 NC 43---,
 EB2443'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 EB2443'
 EB2443'MARK IS
 EB2443'
 EB2443'26.6 FEET SE OF C/L OF NC 242.
 EB2443'1.0 FEET SE OF 4X4 WOODEN WITNESSP POST WITH ALUMINUM REF. TAG.
 EB2443'21.4 FEET SW OF 24 INCH GUM TREE WITH ALUMINUM REF. TAG.
 EB2443'11.0 FEET NNW OF 12 INCH GUM TREE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6457 ***********************************************************************
 AI6457  DESIGNATION -  3 TTA 58/6
 AI6457  PID         -  AI6457
 AI6457  STATE/COUNTY-  NC/WAYNE
 AI6457  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 AI6457
 AI6457                         *CURRENT SURVEY CONTROL
 AI6457  ___________________________________________________________________
 AI6457* NAD 83(1986)-  35 24 22.     (N)    078 01 22.     (W)     SCALED    
 AI6457* NAVD 88     -        21.800  (meters)      71.52   (feet)  ADJUSTED  
 AI6457  ___________________________________________________________________
 AI6457  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AI6457  DYNAMIC HT  -          21.781 (meters)      71.46  (feet)  COMP
 AI6457  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 AI6457
 AI6457  VERT ORDER  -  SECOND    CLASS II
 AI6457
 AI6457.The horizontal coordinates were scaled from a topographic map and have
 AI6457.an estimated accuracy of +/- 6 seconds.
 AI6457
 AI6457.The orthometric height was determined by differential leveling
 AI6457.and adjusted in February 2001.
 AI6457
 AI6457.The geoid height was determined by GEOID03.
 AI6457
 AI6457.The dynamic height is computed by dividing the NAVD 88
 AI6457.geopotential number by the normal gravity value computed on the
 AI6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6457.degrees latitude (g = 980.6199 gals.).
 AI6457
 AI6457.The modeled gravity was interpolated from observed gravity values.
 AI6457
 AI6457;                    North         East    Units  Estimated Accuracy
 AI6457;SPC NC       -   184,150.      698,360.      MT  (+/- 180 meters Scaled)
 AI6457
 AI6457                          SUPERSEDED SURVEY CONTROL
 AI6457
 AI6457.No superseded survey control is available for this station.
 AI6457
 AI6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV703221(NAD 83)
 AI6457_MARKER: Z = SEE DESCRIPTION
 AI6457_SETTING: 0 = UNSPECIFIED SETTING
 AI6457_STAMPING: 3RD TRA 3TTA-58/6 30TH ENGRS NC-42
 AI6457_MARK LOGO: USE   
 AI6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6457+STABILITY: SURFACE MOTION
 AI6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6457+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AI6457
 AI6457  HISTORY     - Date     Condition        Report By
 AI6457  HISTORY     - 1942     MONUMENTED       USE
 AI6457  HISTORY     - 19970701 GOOD             NCGS
 AI6457
 AI6457                          STATION DESCRIPTION
 AI6457
 AI6457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6457'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF GOLDSBORO.
 AI6457'PROCEED ALONG US 70 FOR 0.05 MI (0.08 KM) WEST FROM THE LITTLE
 AI6457'RIVER BRIDGE TO SR 1326-CLAIRIDGE NURSERY RD NW, THENCE ALONG SR
 AI6457'1326 FOR 0.3 MI (0.5 KM) TO THE STATION IN THE WESTERN SHOULDER,
 AI6457'AND ON THE NORTHERN PROLONGATION OF THE CENTERLINE OF SR 1326.
 AI6457'THE STATION IS A STANDARD COE SURVEY CONTROL MARK DISK
 AI6457'STAMPED---3RD TRA 3TTA-58/6 30TH ENGRS NC-42---,
 AI6457'SET IN CONCRETE.  MARK IS ABOUT 2-FEET LOWER
 AI6457'THAN THE CENTERLINE OF SR 1326, AND IS RECESSED 12 INCHES
 AI6457'BELOW THE GROUND.  LOCATED 17.8 FT (5.4 M) WEST-NORTHWEST OF THE
 AI6457'CENTERLINE OF SR 1326, 78.9 FT (24.0 M) NORTHWEST OF A POWER POLE
 AI6457'ACROSS SR 1326 WITH TRANSFORMER AND GUY WIRE AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6564 ***********************************************************************
 AH6564  DESIGNATION -  3 WC 10
 AH6564  PID         -  AH6564
 AH6564  STATE/COUNTY-  NC/DAVIDSON
 AH6564  USGS QUAD   -  LEXINGTON EAST (1994)
 AH6564
 AH6564                         *CURRENT SURVEY CONTROL
 AH6564  ___________________________________________________________________
 AH6564* NAD 83(2001)-  35 49 07.87407(N)    080 10 00.73503(W)     ADJUSTED  
 AH6564* NAVD 88     -       243.47   (meters)     798.8    (feet)  LEVELING  
 AH6564  ___________________________________________________________________
 AH6564  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 AH6564  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AH6564  HORZ ORDER  -  SECOND
 AH6564  VERT ORDER  -  THIRD ?
 AH6564
 AH6564.The horizontal coordinates were established by classical geodetic methods
 AH6564.and adjusted by the National Geodetic Survey in August 2005.
 AH6564
 AH6564.The orthometric height was determined by differential leveling.
 AH6564.The vertical network tie was performed by a horz. field party for horz.
 AH6564.obs reductions. Reset procedures were used to establish the elevation.
 AH6564
 AH6564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6564
 AH6564.The geoid height was determined by GEOID03.
 AH6564
 AH6564;                    North         East     Units Scale Factor Converg.
 AH6564;SPC NC       -   230,122.156   504,162.470   MT  0.99992147   -0 40 24.5
 AH6564;SPC NC       -   754,992.44  1,654,073.04   sFT  0.99992147   -0 40 24.5
 AH6564;UTM  17      - 3,964,177.240   575,260.139   MT  0.99966979   +0 29 15.3
 AH6564
 AH6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6564!SPC NC       -   0.99996666  x   0.99992147  =   0.99988813
 AH6564!UTM  17      -   0.99996666  x   0.99966979  =   0.99963646
 AH6564
 AH6564                          SUPERSEDED SURVEY CONTROL
 AH6564
 AH6564  NAD 83(1986)-  35 49 07.88259(N)    080 10 00.74297(W) AD(       ) 2
 AH6564
 AH6564.Superseded values are not recommended for survey control.
 AH6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6564.See file dsdata.txt to determine how the superseded data were derived.
 AH6564
 AH6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7526064177(NAD 83)
 AH6564_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6564_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6564_STAMPING: 3 WC 10 1966
 AH6564_MARK LOGO: NCSHC 
 AH6564_PROJECTION: FLUSH
 AH6564_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH6564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6564+STABILITY: SURFACE MOTION
 AH6564
 AH6564  HISTORY     - Date     Condition        Report By
 AH6564  HISTORY     - 1966     MONUMENTED       NCSHC
 AH6564  HISTORY     - 19870101 GOOD             NCGS
 AH6564
 AH6564                          STATION DESCRIPTION
 AH6564
 AH6564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6564'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST OF LEXINGTON AND 6.5 MI
 AH6564'(10.5 KM) SOUTHWEST OF THOMASVILLE. ALONG SR 2010 (HOLLY GROVE ROAD)
 AH6564'FOR 0.4 MI (0.6 KM) EAST FROM THE I-85 UNDERPASS, IN THE SOUTHEAST
 AH6564'QUADRANT, AT SR 2013. MARK IS LEVEL WITH ROAD AND RECESSED 1 INCH
 AH6564'BELOW GROUND. LOCATED 7.4 FT (2.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 AH6564'OF SR 2010, 14.0 FT (4.3 M) EAST OF SOUTH END OF CULVERT UNDER SR
 AH6564'2010, AND 7.8 FT (2.4 M) NORTH-NORTHWEST OF PEAR TREE WITH A REFERENCE
 AH6564'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6553 ***********************************************************************
 AH6553  DESIGNATION -  3 WC 3
 AH6553  PID         -  AH6553
 AH6553  STATE/COUNTY-  NC/DAVIDSON
 AH6553  USGS QUAD   -  LEXINGTON WEST (1994)
 AH6553
 AH6553                         *CURRENT SURVEY CONTROL
 AH6553  ___________________________________________________________________
 AH6553* NAD 83(2001)-  35 46 27.23499(N)    080 16 58.64104(W)     ADJUSTED  
 AH6553* NAVD 88     -       226.23   (meters)     742.2    (feet)  LEVELING  
 AH6553  ___________________________________________________________________
 AH6553  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 AH6553  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AH6553  HORZ ORDER  -  SECOND
 AH6553  VERT ORDER  -  THIRD ?
 AH6553
 AH6553.The horizontal coordinates were established by classical geodetic methods
 AH6553.and adjusted by the National Geodetic Survey in August 2005.
 AH6553
 AH6553.The orthometric height was determined by differential leveling.
 AH6553.The vertical network tie was performed by a horz. field party for horz.
 AH6553.obs reductions. Reset procedures were used to establish the elevation.
 AH6553
 AH6553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6553
 AH6553.The geoid height was determined by GEOID03.
 AH6553
 AH6553;                    North         East     Units Scale Factor Converg.
 AH6553;SPC NC       -   225,301.367   493,609.578   MT  0.99991407   -0 44 25.7
 AH6553;SPC NC       -   739,176.23  1,619,450.76   sFT  0.99991407   -0 44 25.7
 AH6553;UTM  17      - 3,959,145.030   564,809.723   MT  0.99965176   +0 25 09.1
 AH6553
 AH6553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6553!SPC NC       -   0.99996939  x   0.99991407  =   0.99988346
 AH6553!UTM  17      -   0.99996939  x   0.99965176  =   0.99962116
 AH6553
 AH6553                          SUPERSEDED SURVEY CONTROL
 AH6553
 AH6553  NAD 83(1986)-  35 46 27.24246(N)    080 16 58.64871(W) AD(       ) 2
 AH6553
 AH6553.Superseded values are not recommended for survey control.
 AH6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6553.See file dsdata.txt to determine how the superseded data were derived.
 AH6553
 AH6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6481059145(NAD 83)
 AH6553_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6553_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6553_STAMPING: 3 WC 3 1966
 AH6553_MARK LOGO: NCSHC 
 AH6553_PROJECTION: FLUSH
 AH6553_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6553+STABILITY: SURFACE MOTION
 AH6553
 AH6553  HISTORY     - Date     Condition        Report By
 AH6553  HISTORY     - 1966     MONUMENTED       NCSHC
 AH6553  HISTORY     - 19870101 GOOD             NCGS
 AH6553
 AH6553                          STATION DESCRIPTION
 AH6553
 AH6553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6553'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF LEXINGTON.
 AH6553'PROCEED ALONG SR 1104 FOR 0.05 MI (0.08 KM) SOUTH FROM I-85 UNDERPASS,
 AH6553'TO RIGHT TURN IN SR 1104 AND INTERSECTION WITH SR 1266, THEN WEST
 AH6553'ALONG SR 1104 FOR 0.2 MI (0.3 KM) TO STATION ON SOUTH ROAD BANK.
 AH6553'LOCATED 21.0 FT (6.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1104,
 AH6553'12.5 FT (3.8 M) WEST-SOUTHWEST OF CENTERLINE OF DIRT DRIVEWAY, 5.5 FT
 AH6553'(1.7 M) SOUTH OF WEST END OF DRIVEWAY CULVERT, AND 13.7 FT (4.2 M)
 AH6553'NORTH-NORTHWEST OF POWER POLE (NO 16) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0249 ***********************************************************************
 FZ0249  DESIGNATION -  3 WSM
 FZ0249  PID         -  FZ0249
 FZ0249  STATE/COUNTY-  NC/FORSYTH
 FZ0249  USGS QUAD   -  RURAL HALL (1994)
 FZ0249
 FZ0249                         *CURRENT SURVEY CONTROL
 FZ0249  ___________________________________________________________________
 FZ0249* NAD 83(1986)-  36 10 55.     (N)    080 20 18.     (W)     SCALED    
 FZ0249* NAVD 88     -       248.894  (meters)     816.58   (feet)  ADJUSTED  
 FZ0249  ___________________________________________________________________
 FZ0249  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 FZ0249  DYNAMIC HT  -         248.662 (meters)     815.82  (feet)  COMP
 FZ0249  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 FZ0249
 FZ0249  VERT ORDER  -  SECOND    CLASS 0
 FZ0249
 FZ0249.The horizontal coordinates were scaled from a topographic map and have
 FZ0249.an estimated accuracy of +/- 6 seconds.
 FZ0249
 FZ0249.The orthometric height was determined by differential leveling
 FZ0249.and adjusted in June 1991.
 FZ0249
 FZ0249.The geoid height was determined by GEOID03.
 FZ0249
 FZ0249.The dynamic height is computed by dividing the NAVD 88
 FZ0249.geopotential number by the normal gravity value computed on the
 FZ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0249.degrees latitude (g = 980.6199 gals.).
 FZ0249
 FZ0249.The modeled gravity was interpolated from observed gravity values.
 FZ0249
 FZ0249;                    North         East    Units  Estimated Accuracy
 FZ0249;SPC NC       -   270,600.      489,210.      MT  (+/- 180 meters Scaled)
 FZ0249
 FZ0249                          SUPERSEDED SURVEY CONTROL
 FZ0249
 FZ0249  NGVD 29 (??/??/92)  249.081  (m)          817.19   (f) ADJ UNCH    2 0
 FZ0249
 FZ0249.Superseded values are not recommended for survey control.
 FZ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0249.See file dsdata.txt to determine how the superseded data were derived.
 FZ0249
 FZ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA594043(NAD 83)
 FZ0249_MARKER: DD = SURVEY DISK
 FZ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0249_STAMPING: 3 WSM 817
 FZ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0249+STABILITY: SURFACE MOTION
 FZ0249
 FZ0249  HISTORY     - Date     Condition        Report By
 FZ0249  HISTORY     - UNK      MONUMENTED       USGS
 FZ0249  HISTORY     - 1972     GOOD             NCGS
 FZ0249  HISTORY     - 1988     GOOD             USPSQD
 FZ0249  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 FZ0249  HISTORY     - 20041002 MARK NOT FOUND   USPSQD
 FZ0249  HISTORY     - 20051105 MARK NOT FOUND   USPSQD
 FZ0249
 FZ0249                          STATION DESCRIPTION
 FZ0249
 FZ0249'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0249'IN BETHANIA.
 FZ0249'STATION IS LOCATED APPROXIMATELY 7.7 MILES NW OF DOWNTOWN
 FZ0249'WINSTON-SALEM.  TO REACH STATION FROM THE INTERSECTION OF NC 67
 FZ0249'AND NC 65, PROCEED EASTERLY ALONG NC 65 FOR 01.70 MILE TO
 FZ0249'INTERSECTION WITH SR 1611 NORTH (ROAD TO TOBACCOVILLE), SR 1628
 FZ0249'WEST (LOESCHS LANE) AND STATION IN THE SW QUADRANT U.S. 52, 30.7 FEET
 FZ0249'WNW OF C/L OF NC 65, 14.3 FEET SW OF C/L OF SR 1628 (LOESCHS LANE),
 FZ0249'16.5 FEET NW OF NCGS TRAVERSE AND BM LOESCH, AND 02.5 FEET SW OF
 FZ0249'BRACE POLE WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE MONUMENT
 FZ0249'SET 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ0249
 FZ0249                          STATION RECOVERY (1988)
 FZ0249
 FZ0249'RECOVERY NOTE BY US POWER SQUADRON 1988 (JG)
 FZ0249'RECOVERED IN GOOD CONDITION.
 FZ0249
 FZ0249                          STATION RECOVERY (2001)
 FZ0249
 FZ0249'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 FZ0249'UNABLE TO LOCATE MUST BE UNDER PAVEMENT
 FZ0249
 FZ0249                          STATION RECOVERY (2004)
 FZ0249
 FZ0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FZ0249'MARK NOT FOUND.
 FZ0249
 FZ0249                          STATION RECOVERY (2005)
 FZ0249
 FZ0249'RECOVERY NOTE BY US POWER SQUADRON 2005
 FZ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5391 ***********************************************************************
 AI5391  DESIGNATION -  3 WSM
 AI5391  PID         -  AI5391
 AI5391  STATE/COUNTY-  NC/EDGECOMBE
 AI5391  USGS QUAD   -  HOBGOOD (1962)
 AI5391
 AI5391                         *CURRENT SURVEY CONTROL
 AI5391  ___________________________________________________________________
 AI5391* NAD 83(1986)-  36 01 02.     (N)    077 28 37.     (W)     SCALED    
 AI5391* NAVD 88     -        22.378  (meters)      73.42   (feet)  ADJUSTED  
 AI5391  ___________________________________________________________________
 AI5391  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 AI5391  DYNAMIC HT  -          22.360 (meters)      73.36  (feet)  COMP
 AI5391  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 AI5391
 AI5391  VERT ORDER  -  SECOND    CLASS II
 AI5391
 AI5391.The horizontal coordinates were scaled from a topographic map and have
 AI5391.an estimated accuracy of +/- 6 seconds.
 AI5391
 AI5391.The orthometric height was determined by differential leveling
 AI5391.and adjusted in July 2000.
 AI5391.No vertical observational check was made to the station.
 AI5391
 AI5391.The geoid height was determined by GEOID03.
 AI5391
 AI5391.The dynamic height is computed by dividing the NAVD 88
 AI5391.geopotential number by the normal gravity value computed on the
 AI5391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5391.degrees latitude (g = 980.6199 gals.).
 AI5391
 AI5391.The modeled gravity was interpolated from observed gravity values.
 AI5391
 AI5391;                    North         East    Units  Estimated Accuracy
 AI5391;SPC NC       -   252,570.      746,890.      MT  (+/- 180 meters Scaled)
 AI5391
 AI5391                          SUPERSEDED SURVEY CONTROL
 AI5391
 AI5391.No superseded survey control is available for this station.
 AI5391
 AI5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE767886(NAD 83)
 AI5391_MARKER: DB = BENCH MARK DISK
 AI5391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5391_SP_SET: HEADWALL
 AI5391_STAMPING: 3 WSM 1955 75
 AI5391_MARK LOGO: USGS  
 AI5391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5391+STABILITY: SURFACE MOTION
 AI5391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5391+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 AI5391
 AI5391  HISTORY     - Date     Condition        Report By
 AI5391  HISTORY     - 1955     MONUMENTED       USGS
 AI5391  HISTORY     - 19970506 GOOD             NCGS
 AI5391  HISTORY     - 20050809 GOOD             NCGS
 AI5391
 AI5391                          STATION DESCRIPTION
 AI5391
 AI5391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI5391'STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF HOBGOOD, AND 1.2 MI
 AI5391'(1.9 KM) EAST OF LAWRENCE. ALONG NC 97 FOR 1.2 MI (1.9 KM) EAST FROM
 AI5391'THE INTERSECTION OF US 258 IN LAWRENCE TO THE STATION, IN CENTER OF
 AI5391'CONCRETE BOX CULVERT HEADWALL, ALSO 950 FT (289.6 M) EAST OF SR 1432.
 AI5391'STATION IS A STANDARD USGS BENCH MARK DISK STAMPED---3 WSM 1955 75---,
 AI5391'SET IN A DRILL HOLE IN TOP OF CONCRETE HEADWALL. MARK IS ABOUT LEVEL
 AI5391'WITH THE CENTERLINE OF NC 97, AND IS FLUSH WITH THE CONCRETE HEADWALL.
 AI5391'LOCATED 20.9 FT (6.4 M) NORTH OF THE CENTERLINE OF NC 97.
 AI5391
 AI5391                          STATION RECOVERY (2005)
 AI5391
 AI5391'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 AI5391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0687 ***********************************************************************
 EA0687  DESIGNATION -  3.33
 EA0687  PID         -  EA0687
 EA0687  STATE/COUNTY-  NC/PENDER
 EA0687  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0687
 EA0687                         *CURRENT SURVEY CONTROL
 EA0687  ___________________________________________________________________
 EA0687* NAD 83(1986)-  34 26 04.     (N)    077 33 08.     (W)     SCALED    
 EA0687* NAVD 88     -         0.822  (meters)       2.70   (feet)  ADJUSTED  
 EA0687  ___________________________________________________________________
 EA0687  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA0687  DYNAMIC HT  -           0.821 (meters)       2.69  (feet)  COMP
 EA0687  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 EA0687
 EA0687  VERT ORDER  -  SECOND    CLASS 0
 EA0687
 EA0687.The horizontal coordinates were scaled from a topographic map and have
 EA0687.an estimated accuracy of +/- 6 seconds.
 EA0687
 EA0687.The orthometric height was determined by differential leveling
 EA0687.and adjusted in June 1991.
 EA0687
 EA0687.The geoid height was determined by GEOID03.
 EA0687
 EA0687.The dynamic height is computed by dividing the NAVD 88
 EA0687.geopotential number by the normal gravity value computed on the
 EA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0687.degrees latitude (g = 980.6199 gals.).
 EA0687
 EA0687.The modeled gravity was interpolated from observed gravity values.
 EA0687
 EA0687;                    North         East    Units  Estimated Accuracy
 EA0687;SPC NC       -    76,900.      742,660.      MT  (+/- 180 meters Scaled)
 EA0687
 EA0687                          SUPERSEDED SURVEY CONTROL
 EA0687
 EA0687  NGVD 29 (??/??/92)    1.126  (m)            3.69   (f) ADJ UNCH    2 0
 EA0687
 EA0687.Superseded values are not recommended for survey control.
 EA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0687.See file dsdata.txt to determine how the superseded data were derived.
 EA0687
 EA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD654132(NAD 83)
 EA0687_MARKER: S = SPIKE
 EA0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0687_SP_SET: TREE
 EA0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0687
 EA0687  HISTORY     - Date     Condition        Report By
 EA0687  HISTORY     - UNK      MONUMENTED       CGS
 EA0687  HISTORY     - 1947     GOOD             NGS
 EA0687  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EA0687
 EA0687                          STATION DESCRIPTION
 EA0687
 EA0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0687'4.6 MI S FROM HOLLYRIDGE.
 EA0687'4.6 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0687'STATION AT HOLLYRIDGE, 0.2 MILE NORTHWEST OF THE SEARS LANDING
 EA0687'BRIDGE, AT THE SOUTHEAST EDGE OF THE FIRST WOODS AREA NORTHWEST
 EA0687'OF THE BRIDGE, 108.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 EA0687'ROAD, DRIVEN INTO THE SOUTHWEST SIDE OF A 20-INCH LIVE OAK TREE,
 EA0687'1.0 FOOT ABOVE THE GROUND.
 EA0687
 EA0687                          STATION RECOVERY (1987)
 EA0687
 EA0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 EA0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3750 ***********************************************************************
 EY3750  DESIGNATION -  30 CMP
 EY3750  PID         -  EY3750
 EY3750  STATE/COUNTY-  NC/PAMLICO
 EY3750  USGS QUAD   -  REELSBORO (1983)
 EY3750
 EY3750                         *CURRENT SURVEY CONTROL
 EY3750  ___________________________________________________________________
 EY3750* NAD 83(2001)-  35 08 21.80151(N)    076 57 52.64640(W)     ADJUSTED  
 EY3750* NAVD 88     -         7.83   (+/-2cm)      25.7    (feet)  VERTCON   
 EY3750  ___________________________________________________________________
 EY3750  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EY3750  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EY3750  HORZ ORDER  -  THIRD
 EY3750  VERT ORDER  -  THIRD ? (See Below)
 EY3750
 EY3750.The horizontal coordinates were established by classical geodetic methods
 EY3750.and adjusted by the National Geodetic Survey in August 2005.
 EY3750
 EY3750.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3750.The vertical order pertains to the NGVD 29 superseded value.
 EY3750
 EY3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3750
 EY3750.The geoid height was determined by GEOID03.
 EY3750
 EY3750;                    North         East     Units Scale Factor Converg.
 EY3750;SPC NC       -   156,026.140   795,055.057   MT  0.99987451   +1 10 29.1
 EY3750;SPC NC       -   511,895.76  2,608,443.13   sFT  0.99987451   +1 10 29.1
 EY3750;UTM  18      - 3,890,267.571   321,017.419   MT  0.99999482   -1 07 51.9
 EY3750
 EY3750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3750!SPC NC       -   1.00000462  x   0.99987451  =   0.99987913
 EY3750!UTM  18      -   1.00000462  x   0.99999482  =   0.99999944
 EY3750
 EY3750:                Primary Azimuth Mark                     Grid Az
 EY3750:SPC NC       -  PIPKIN 7                                 121 43 04.0
 EY3750:UTM  18      -  PIPKIN 7                                 124 01 25.0
 EY3750
 EY3750|---------------------------------------------------------------------|
 EY3750| PID    Reference Object                     Distance      Geod. Az  |
 EY3750|                                                           dddmmss.s |
 EY3750| EY3749 PIPKIN 7                            451.882 METERS 1225333.1 |
 EY3750| EY2300 NEW BERN WCTI TV MAST               APPROX. 9.0 KM 2664131.4 |
 EY3750|---------------------------------------------------------------------|
 EY3750
 EY3750                          SUPERSEDED SURVEY CONTROL
 EY3750
 EY3750  NAD 83(1986)-  35 08 21.81162(N)    076 57 52.65486(W) AD(       ) 3
 EY3750  NAD 27      -  35 08 21.23541(N)    076 57 53.85779(W) AD(       ) 3
 EY3750  NGVD 29 (07/19/86)    8.15   (m)           26.7    (f) LEVELING    3  
 EY3750
 EY3750.Superseded values are not recommended for survey control.
 EY3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3750.See file dsdata.txt to determine how the superseded data were derived.
 EY3750
 EY3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2101790268(NAD 83)
 EY3750_MARKER: DD = SURVEY DISK
 EY3750_SETTING: 0 = UNSPECIFIED SETTING
 EY3750_STAMPING: 30 CMP 1964 27 ET
 EY3750_MARK LOGO: USGS  
 EY3750_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3750
 EY3750  HISTORY     - Date     Condition        Report By
 EY3750  HISTORY     - 1964     MONUMENTED       USGS
 EY3750
 EY3750                          STATION DESCRIPTION
 EY3750
 EY3750'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3750'BRIDGETON, 3.7 MI E. OF, ALONG STATE HIGHWAY 55, 3 FT S. OF POWER
 EY3750'POLE, 394 FT N. AND 34 FT W. OF, AND 0.5 FT LOWER THAN CENTERLINE OF
 EY3750'RD. AT T-RD. N., IN CONCRETE POST, STANDARD USGS TABLET
 EY3750'STAMPED---30 CMP 1964 27 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4567 ***********************************************************************
 AE4567  DESIGNATION -  30 JAS
 AE4567  PID         -  AE4567
 AE4567  STATE/COUNTY-  NC/ROWAN
 AE4567  USGS QUAD   -  CHINA GROVE (1987)
 AE4567
 AE4567                         *CURRENT SURVEY CONTROL
 AE4567  ___________________________________________________________________
 AE4567* NAD 83(2001)-  35 33 12.74460(N)    080 37 28.43278(W)     ADJUSTED  
 AE4567* NAVD 88     -       267.62   (+/-2cm)     878.0    (feet)  VERTCON   
 AE4567  ___________________________________________________________________
 AE4567  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AE4567  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AE4567  HORZ ORDER  -  SECOND
 AE4567  VERT ORDER  -  THIRD ? (See Below)
 AE4567
 AE4567.The horizontal coordinates were established by classical geodetic methods
 AE4567.and adjusted by the National Geodetic Survey in August 2005.
 AE4567
 AE4567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4567.The vertical order pertains to the NGVD 29 superseded value.
 AE4567
 AE4567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4567
 AE4567.The geoid height was determined by GEOID03.
 AE4567
 AE4567;                    North         East     Units Scale Factor Converg.
 AE4567;SPC NC       -   201,273.040   462,326.634   MT  0.99988642   -0 56 15.5
 AE4567;SPC NC       -   660,343.30  1,516,816.63   sFT  0.99988642   -0 56 15.5
 AE4567;UTM  17      - 3,934,496.199   534,026.865   MT  0.99961427   +0 13 05.9
 AE4567
 AE4567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4567!SPC NC       -   0.99996287  x   0.99988642  =   0.99984929
 AE4567!UTM  17      -   0.99996287  x   0.99961427  =   0.99957715
 AE4567
 AE4567                          SUPERSEDED SURVEY CONTROL
 AE4567
 AE4567  NAD 83(1986)-  35 33 12.75724(N)    080 37 28.44016(W) AD(       ) 2
 AE4567  NGVD 29 (11/20/97)  267.85   (m)          878.8    (f) LEVELING    3  
 AE4567
 AE4567.Superseded values are not recommended for survey control.
 AE4567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4567.See file dsdata.txt to determine how the superseded data were derived.
 AE4567
 AE4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3402734496(NAD 83)
 AE4567_MARKER: DB = BENCH MARK DISK
 AE4567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4567_SP_SET: CONCRETE HEADWALL
 AE4567_STAMPING: 30 JAS 1966 879
 AE4567_MARK LOGO: USGS  
 AE4567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4567+STABILITY: SURFACE MOTION
 AE4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4567+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1989
 AE4567
 AE4567  HISTORY     - Date     Condition        Report By
 AE4567  HISTORY     - 1966     MONUMENTED       USGS
 AE4567  HISTORY     - 19890909 GOOD             NCGS
 AE4567
 AE4567                          STATION DESCRIPTION
 AE4567
 AE4567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (DRS)
 AE4567'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHWEST OF LANDIS. ALONG NC
 AE4567'153 FOR 0.9 MI (1.4 KM) NORTHWEST FROM US 29 A, ACROSS THE HIGHWAY
 AE4567'FROM TRINITY LUTHERAN CEMETERY, OR 0.15 MI (0.24 KM) NORTHWEST OF SR
 AE4567'1197 CROSSROADS (CANNON FARM ROAD AND MOUNT MORIAH CHURCH ROAD). MARK
 AE4567'IS ABOUT 3 FEET LOWER THAN THE HIGHWAY.  LOCATED 5.25 M (17.22 FT)
 AE4567'SOUTHWEST OF THE CENTERLINE OF NC 153, 0.1 M (0.3 FT) NORTHWEST OF THE
 AE4567'SOUTHEAST END OF THE HEADWALL--AND 5.55 M (18.21 FT) NORTH OF A POWER
 AE4567'POLE, 23.8 M (78.1 FT) SOUTH OF A POWER POLE--BOTH WITH REFERENCE
 AE4567'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7098 ***********************************************************************
 AE7098  DESIGNATION -  30 JS 3
 AE7098  PID         -  AE7098
 AE7098  STATE/COUNTY-  NC/MECKLENBURG
 AE7098  USGS QUAD   -  DERITA (1993)
 AE7098
 AE7098                         *CURRENT SURVEY CONTROL
 AE7098  ___________________________________________________________________
 AE7098* NAD 83(2001)-  35 20 09.67181(N)    080 50 32.89157(W)     ADJUSTED  
 AE7098* NAVD 88     -       229.56   (+/-2cm)     753.1    (feet)  VERTCON   
 AE7098  ___________________________________________________________________
 AE7098  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AE7098  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AE7098  HORZ ORDER  -  SECOND
 AE7098  VERT ORDER  -  THIRD (See Below)
 AE7098
 AE7098.The horizontal coordinates were established by classical geodetic methods
 AE7098.and adjusted by the National Geodetic Survey in August 2005.
 AE7098
 AE7098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7098.The vertical order pertains to the NGVD 29 superseded value.
 AE7098
 AE7098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7098
 AE7098.The geoid height was determined by GEOID03.
 AE7098
 AE7098;                    North         East     Units Scale Factor Converg.
 AE7098;SPC NC       -   177,491.482   442,126.771   MT  0.99987367   -1 03 48.3
 AE7098;SPC NC       -   582,319.97  1,450,544.25   sFT  0.99987367   -1 03 48.3
 AE7098;UTM  17      - 3,910,318.816   514,315.878   MT  0.99960253   +0 05 28.0
 AE7098
 AE7098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7098!SPC NC       -   0.99996877  x   0.99987367  =   0.99984245
 AE7098!UTM  17      -   0.99996877  x   0.99960253  =   0.99957132
 AE7098
 AE7098                          SUPERSEDED SURVEY CONTROL
 AE7098
 AE7098  NAD 83(1986)-  35 20 09.69105(N)    080 50 32.89593(W) AD(       ) 2
 AE7098  NGVD 29 (09/29/97)  229.78   (m)          753.9    (f) LEVELING    3  
 AE7098
 AE7098.Superseded values are not recommended for survey control.
 AE7098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7098.See file dsdata.txt to determine how the superseded data were derived.
 AE7098
 AE7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1431610319(NAD 83)
 AE7098_MARKER: DD = SURVEY DISK
 AE7098_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7098_STAMPING: 30 JS 3 1963
 AE7098_MARK LOGO: NCSHC 
 AE7098_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE7098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7098
 AE7098  HISTORY     - Date     Condition        Report By
 AE7098  HISTORY     - 1963     MONUMENTED       NCSHC
 AE7098  HISTORY     - 19870101 GOOD             NCGS
 AE7098  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 AE7098
 AE7098                          STATION DESCRIPTION
 AE7098
 AE7098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7098'STATION IS LOCATED ABOUT 13.10 MI (21.08 KM) NORTHWEST OF WILGROVE,
 AE7098'5.0 MI (8.0 KM) SOUTH OF HUNTERSVILLE. ALONG US 21 NORTH FOR 4.8 MI
 AE7098'(7.7 KM) FROM THE INTERSECTION WITH I-85 IN CHARLOTTE. MARK IS LOCATED
 AE7098'ON THE EAST SIDE OF ROAD IN THE SOUTHWEST CORNER OF JUNK YARD.
 AE7098
 AE7098                          STATION RECOVERY (2003)
 AE7098
 AE7098'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7845 ***********************************************************************
 AC7845  DESIGNATION -  30 JS 4
 AC7845  PID         -  AC7845
 AC7845  STATE/COUNTY-  NC/MECKLENBURG
 AC7845  USGS QUAD   -  DERITA (1993)
 AC7845
 AC7845                         *CURRENT SURVEY CONTROL
 AC7845  ___________________________________________________________________
 AC7845* NAD 83(2001)-  35 20 23.24555(N)    080 50 31.41147(W)     ADJUSTED  
 AC7845* NAVD 88     -       235.443  (meters)     772.45   (feet)  ADJUSTED  
 AC7845  ___________________________________________________________________
 AC7845  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 AC7845  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AC7845  DYNAMIC HT  -         235.228 (meters)     771.74  (feet)  COMP
 AC7845  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 AC7845
 AC7845  HORZ ORDER  -  SECOND
 AC7845  VERT ORDER  -  SECOND    CLASS II
 AC7845
 AC7845.The horizontal coordinates were established by classical geodetic methods
 AC7845.and adjusted by the National Geodetic Survey in August 2005.
 AC7845
 AC7845.The orthometric height was determined by differential leveling
 AC7845.and adjusted in July 1997.
 AC7845
 AC7845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7845
 AC7845.The geoid height was determined by GEOID03.
 AC7845
 AC7845.The dynamic height is computed by dividing the NAVD 88
 AC7845.geopotential number by the normal gravity value computed on the
 AC7845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7845.degrees latitude (g = 980.6199 gals.).
 AC7845
 AC7845.The modeled gravity was interpolated from observed gravity values.
 AC7845
 AC7845;                    North         East     Units Scale Factor Converg.
 AC7845;SPC NC       -   177,908.987   442,171.898   MT  0.99987377   -1 03 47.5
 AC7845;SPC NC       -   583,689.73  1,450,692.30   sFT  0.99987377   -1 03 47.5
 AC7845;UTM  17      - 3,910,737.032   514,352.575   MT  0.99960254   +0 05 28.9
 AC7845
 AC7845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7845!SPC NC       -   0.99996785  x   0.99987377  =   0.99984163
 AC7845!UTM  17      -   0.99996785  x   0.99960254  =   0.99957041
 AC7845
 AC7845                          SUPERSEDED SURVEY CONTROL
 AC7845
 AC7845  NAD 83(1986)-  35 20 23.26481(N)    080 50 31.41573(W) AD(       ) 2
 AC7845  NGVD 29 (09/29/97)  235.66   (m)          773.2    (f) LEVELING    3  
 AC7845
 AC7845.Superseded values are not recommended for survey control.
 AC7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7845.See file dsdata.txt to determine how the superseded data were derived.
 AC7845
 AC7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1435310737(NAD 83)
 AC7845_MARKER: DD = SURVEY DISK
 AC7845_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC7845_STAMPING: 30 JS 4 1963
 AC7845_MARK LOGO: NCSHC 
 AC7845_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC7845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7845
 AC7845  HISTORY     - Date     Condition        Report By
 AC7845  HISTORY     - 1963     MONUMENTED       NCSHC
 AC7845  HISTORY     - 19870101 GOOD             NCGS
 AC7845  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 AC7845
 AC7845                          STATION DESCRIPTION
 AC7845
 AC7845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AC7845'13.2 MI (21.2 KM) NORTHWEST OF WILGROVE, 4.83 MI (7.77 KM) SOUTH OF
 AC7845'HUNTERSVILLE, ALONG US 21 NORTH FOR 5.0 MI (8.0 KM) FROM THE
 AC7845'INTERSECTION WITH I-85 IN CHARLOTTE, ON EAST SIDE OF ROAD IN NORTHWEST
 AC7845'CORNER OF JUNK YARD. PROJECTING 4 INCHES ABOVE THE GROUND, 46.6 FT
 AC7845'(14.2 M) EAST OF THE CENTERLINE OF US 21, 20.0 FT (6.1 M)
 AC7845'SOUTH-SOUTHWEST OF A 6-INCH PINE TREE, 2.7 FT (0.8 M) WEST OF A POWER
 AC7845'POLE, AND 16.3 FT (5.0 M) NORTHWEST OF A 7-INCH PINE TREE,--ALL WITH
 AC7845'NAILS AND CAPS.
 AC7845
 AC7845                          STATION RECOVERY (2003)
 AC7845
 AC7845'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AC7845'JUNKYARD IS GONE.  SEARCHED EAST SIDE OF US 21 WITH MICRONTA 4001
 AC7845'METAL DETECTOR
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2266 ***********************************************************************
 FY2266  DESIGNATION -  30 MAX
 FY2266  PID         -  FY2266
 FY2266  STATE/COUNTY-  NC/ROCKINGHAM
 FY2266  USGS QUAD   -  WILLIAMSBURG (1972)
 FY2266
 FY2266                         *CURRENT SURVEY CONTROL
 FY2266  ___________________________________________________________________
 FY2266* NAD 83(1986)-  36 22 13.     (N)    079 36 10.     (W)     SCALED    
 FY2266* NAVD 88     -       219.108  (meters)     718.86   (feet)  ADJUSTED  
 FY2266  ___________________________________________________________________
 FY2266  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FY2266  DYNAMIC HT  -         218.922 (meters)     718.25  (feet)  COMP
 FY2266  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 FY2266
 FY2266  VERT ORDER  -  FIRST     CLASS II
 FY2266
 FY2266.The horizontal coordinates were scaled from a topographic map and have
 FY2266.an estimated accuracy of +/- 6 seconds.
 FY2266
 FY2266.The orthometric height was determined by differential leveling
 FY2266.and adjusted in June 1991.
 FY2266
 FY2266.The geoid height was determined by GEOID03.
 FY2266
 FY2266.The dynamic height is computed by dividing the NAVD 88
 FY2266.geopotential number by the normal gravity value computed on the
 FY2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2266.degrees latitude (g = 980.6199 gals.).
 FY2266
 FY2266.The modeled gravity was interpolated from observed gravity values.
 FY2266
 FY2266;                    North         East    Units  Estimated Accuracy
 FY2266;SPC NC       -   290,850.      555,510.      MT  (+/- 180 meters Scaled)
 FY2266
 FY2266                          SUPERSEDED SURVEY CONTROL
 FY2266
 FY2266  NGVD 29 (03/05/92)  219.334  (m)          719.60   (f) ADJUSTED    1 2
 FY2266
 FY2266.Superseded values are not recommended for survey control.
 FY2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2266.See file dsdata.txt to determine how the superseded data were derived.
 FY2266
 FY2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA253259(NAD 83)
 FY2266_MARKER: DB = BENCH MARK DISK
 FY2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2266_SP_SET: CONCRETE POST
 FY2266_STAMPING: 30 MAX 1971 720
 FY2266_MARK LOGO: USGS  
 FY2266_PROJECTION: PROJECTING 15 CENTIMETERS
 FY2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2266+STABILITY: SURFACE MOTION
 FY2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2266+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2266
 FY2266  HISTORY     - Date     Condition        Report By
 FY2266  HISTORY     - 1971     MONUMENTED       USGS
 FY2266  HISTORY     - 1982     GOOD             NCGS
 FY2266  HISTORY     - 1985     GOOD             USPSQD
 FY2266  HISTORY     - 19960622 GOOD             USPSQD
 FY2266  HISTORY     - 20040408 GOOD             USPSQD
 FY2266
 FY2266                          STATION DESCRIPTION
 FY2266
 FY2266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2266'3.5 MI EAST FROM REIDSVILLE.
 FY2266'ALONG US 158, 1.65 MILES NORTHEAST OF THE OVERPASS OF US 29 BYPASS,
 FY2266'OR 0.15 MILE SOUTHWEST OF SR 2632, IN FALLOW AREA ACROSS HIGHWAY
 FY2266'FROM A BRICK HOUSE, 48.8 FEET NORTH-NORTHWEST OF CENTERLINE OF
 FY2266'HIGHWAY, 105.0 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF HOUSE,
 FY2266'2.0 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 11.7 FEET
 FY2266'NORTH-NORTHWEST OF FENCE CORNER AND 9.0 FEET NORTH-NORTHWEST OF
 FY2266'TELEPHONE PEDESTAL.
 FY2266'THE MARK IS 0.5 FT  SE FROM A WITNESS POST.
 FY2266'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2266
 FY2266                          STATION RECOVERY (1985)
 FY2266
 FY2266'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2266'WITNESS POST GOOD.
 FY2266
 FY2266                          STATION RECOVERY (1996)
 FY2266
 FY2266'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2266'RECOVERED IN GOOD CONDITION.
 FY2266
 FY2266                          STATION RECOVERY (2004)
 FY2266
 FY2266'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2266'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4448 ***********************************************************************
 FX4448  DESIGNATION -  30 MEA
 FX4448  PID         -  FX4448
 FX4448  STATE/COUNTY-  NC/PASQUOTANK
 FX4448  USGS QUAD   -  WEEKSVILLE (1982)
 FX4448
 FX4448                         *CURRENT SURVEY CONTROL
 FX4448  ___________________________________________________________________
 FX4448* NAD 83(2001)-  36 11 58.02432(N)    076 11 47.29222(W)     NO CHECK  
 FX4448* NAVD 88     -         2.71   (+/-2cm)       8.9    (feet)  VERTCON   
 FX4448  ___________________________________________________________________
 FX4448  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 FX4448  GEOID HEIGHT-         -37.72  (meters)                     GEOID03
 FX4448  HORZ ORDER  -  SECOND
 FX4448  VERT ORDER  -  THIRD ? (See Below)
 FX4448
 FX4448.The horizontal coordinates were established by classical geodetic methods
 FX4448.and adjusted by the National Geodetic Survey in August 2005.
 FX4448.No horizontal observational check was made to the station.
 FX4448
 FX4448.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4448.The vertical order pertains to the NGVD 29 superseded value.
 FX4448
 FX4448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4448
 FX4448.The geoid height was determined by GEOID03.
 FX4448
 FX4448;                    North         East     Units Scale Factor Converg.
 FX4448;SPC NC       -   275,291.773   861,708.614   MT  1.00000931   +1 37 05.2
 FX4448;SPC NC       -   903,186.43  2,827,122.34   sFT  1.00000931   +1 37 05.2
 FX4448;UTM  18      - 4,006,734.236   392,434.800   MT  0.99974256   -0 42 24.1
 FX4448
 FX4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4448!SPC NC       -   1.00000549  x   1.00000931  =   1.00001480
 FX4448!UTM  18      -   1.00000549  x   0.99974256  =   0.99974805
 FX4448
 FX4448                          SUPERSEDED SURVEY CONTROL
 FX4448
 FX4448  NAD 83(1993)-  36 11 58.04580(N)    076 11 47.29892(W) AD(       ) 2
 FX4448  NAD 83(1986)-  36 11 58.04534(N)    076 11 47.30443(W) AD(       ) 2
 FX4448  NGVD 29 (11/01/90)    3.01   (m)            9.9    (f) LEVELING    3  
 FX4448
 FX4448.Superseded values are not recommended for survey control.
 FX4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4448.See file dsdata.txt to determine how the superseded data were derived.
 FX4448
 FX4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9243506734(NAD 83)
 FX4448_MARKER: DB = BENCH MARK DISK
 FX4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4448_STAMPING: 30 MEA
 FX4448_MARK LOGO: USGS  
 FX4448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4448+STABILITY: SURFACE MOTION
 FX4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4448+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 FX4448
 FX4448  HISTORY     - Date     Condition        Report By
 FX4448  HISTORY     - UNK      MONUMENTED       USGS
 FX4448  HISTORY     - 1981     GOOD             NCGS
 FX4448  HISTORY     - 20011211 GOOD             NCGS
 FX4448  HISTORY     - 20060916 GOOD             USPSQD
 FX4448
 FX4448                          STATION DESCRIPTION
 FX4448
 FX4448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FX4448'TO REACH THE STATION FROM THE INTERSECTION OF NC 34 AND SR 1100 IN
 FX4448'WEEKSVILLE, PROCEED SOUTHWEST ALONG SR 1100 FOR 1.25 MILES TO STATION
 FX4448'ON RIGHT, ACROSS DITCH BEHIND TELEPHONE POLE 27.
 FX4448'
 FX4448'STATION MARK IS A STANDARD USGS BENCH MARK DISK
 FX4448'STAMPED---30 MEA---SET IN TOP OF A CONCRETE POST, 1 INCH ABOVE GROUND
 FX4448'SURFACE.  MARK IS 30.9 FEET NORTH-NORTHWEST OF CENTERLINE OF ROAD, 1.3
 FX4448'FEET NORTH OF TELEPHONE POLE 27, 103.9 FEET WEST-NORTHWEST OF POWER
 FX4448'POLE WITH TRANSFORMER AND REFERENCE TAG, 33.1 FEET EAST OF 30 INCH
 FX4448'PINE WITH REFERENCE TAG AND 1.0 FEET EAST OF WITNESS POST WITH SIGN.
 FX4448
 FX4448                          STATION RECOVERY (2001)
 FX4448
 FX4448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX4448'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 FX4448'LOCATED 1.3 FT (0.4 M) NORTH OF TELEPHONE POLE (38).
 FX4448'REFERENCED 30 INCH PINE WITH REFERENCE TAG IS GONE.
 FX4448
 FX4448                          STATION RECOVERY (2006)
 FX4448
 FX4448'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX4448'MARK FOUND AS DETAILED IN 2001 RECOVERY.  MARK IS IDENTIFIED BY SIGN
 FX4448'APPROXIMATELY 2-3 ABOVE GROUND OFF NIXONTON RD. (SR1100) IN A SWAMPY
 FX4448'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2384 ***********************************************************************
 FY2384  DESIGNATION -  30 RJN
 FY2384  PID         -  FY2384
 FY2384  STATE/COUNTY-  NC/PERSON
 FY2384  USGS QUAD   -  OLIVE HILL (1994)
 FY2384
 FY2384                         *CURRENT SURVEY CONTROL
 FY2384  ___________________________________________________________________
 FY2384* NAD 83(2001)-  36 23 18.23752(N)    079 02 56.80441(W)     ADJUSTED  
 FY2384* NAVD 88     -       190.728  (meters)     625.75   (feet)  ADJUSTED  
 FY2384  ___________________________________________________________________
 FY2384  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FY2384  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FY2384  DYNAMIC HT  -         190.578 (meters)     625.25  (feet)  COMP
 FY2384  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 FY2384
 FY2384  HORZ ORDER  -  SECOND
 FY2384  VERT ORDER  -  FIRST     CLASS II
 FY2384
 FY2384.The horizontal coordinates were established by classical geodetic methods
 FY2384.and adjusted by the National Geodetic Survey in August 2005.
 FY2384
 FY2384.The orthometric height was determined by differential leveling
 FY2384.and adjusted in June 1991.
 FY2384
 FY2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2384
 FY2384.The geoid height was determined by GEOID03.
 FY2384
 FY2384.The dynamic height is computed by dividing the NAVD 88
 FY2384.geopotential number by the normal gravity value computed on the
 FY2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2384.degrees latitude (g = 980.6199 gals.).
 FY2384
 FY2384.The modeled gravity was interpolated from observed gravity values.
 FY2384
 FY2384;                    North         East     Units Scale Factor Converg.
 FY2384;SPC NC       -   292,700.023   605,194.580   MT  1.00006944   -0 01 42.0
 FY2384;SPC NC       -   960,299.99  1,985,542.55   sFT  1.00006944   -0 01 42.0
 FY2384;UTM  17      - 4,028,796.636   674,972.750   MT  0.99997722   +1 09 27.6
 FY2384
 FY2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2384!SPC NC       -   0.99997493  x   1.00006944  =   1.00004436
 FY2384!UTM  17      -   0.99997493  x   0.99997722  =   0.99995215
 FY2384
 FY2384                          SUPERSEDED SURVEY CONTROL
 FY2384
 FY2384  NAD 83(1993)-  36 23 18.23811(N)    079 02 56.80644(W) AD(       ) 2
 FY2384  NAD 83(1986)-  36 23 18.24087(N)    079 02 56.81102(W) AD(       ) 2
 FY2384  NAD 27      -  36 23 17.72778(N)    079 02 57.76370(W) AD(       ) 2
 FY2384  NGVD 29 (03/05/92)  190.977  (m)          626.56   (f) ADJUSTED    1 2
 FY2384
 FY2384.Superseded values are not recommended for survey control.
 FY2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2384.See file dsdata.txt to determine how the superseded data were derived.
 FY2384
 FY2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7497328797(NAD 83)
 FY2384_MARKER: DB = BENCH MARK DISK
 FY2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2384_SP_SET: CONCRETE POST
 FY2384_STAMPING: 30 RJN 1964 627
 FY2384_MARK LOGO: USGS  
 FY2384_PROJECTION: FLUSH
 FY2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2384+STABILITY: SURFACE MOTION
 FY2384
 FY2384  HISTORY     - Date     Condition        Report By
 FY2384  HISTORY     - 1977     MONUMENTED       NCGS
 FY2384  HISTORY     - 1982     GOOD             NCGS
 FY2384
 FY2384                          STATION DESCRIPTION
 FY2384
 FY2384'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2384'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES WEST OF ROXBORO.
 FY2384'
 FY2384'TO REACH THE STATION FROM THE INTERSECTION OF US 158 AND NC 49 ON THE
 FY2384'SOUTHWEST SIDE OF ROXBORO, PROCEED WEST ALONG US 158 FOR 2.7 MILES TO
 FY2384'THE STATION ON THE LEFT IN THE NORTHEAST CORNER OF LAWN OF HUBERT
 FY2384'RUDDER RESIDENCE.
 FY2384'
 FY2384'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---30 RJN 1964
 FY2384'627---, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FY2384'GROUND SURFACE.  THE MARK IS 137 FEET SOUTHEAST AND 3 FEET HIGHER THAN
 FY2384'THE INTERSECTION OF HIGHWAY AND SR 1307 LEADNG NORTH AND 3 FEET NORTH
 FY2384'OF A POWER POLE.
 FY2384
 FY2384                          STATION RECOVERY (1982)
 FY2384
 FY2384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2384'3.6 MI WEST FROM ROXBORO.
 FY2384'ALONG US 158, 2.7 MILES WEST OF THE INTERSECTION WITH NC 49 IN
 FY2384'SOUTHWEST SIDE OF ROXBORO, OR 137 FEET SOUTHEAST OF INTERSECTION WITH
 FY2384'SR 1307, IN NORTHEAST CORNER OF YARD OF RUDDER RESIDENCE, 30.5 FEET
 FY2384'SOUTH OF CENTERLINE OF HIGHWAY AND 3.0 FEET NORTH OF POWER POLE.
 FY2384'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0505 ***********************************************************************
 AI0505  DESIGNATION -  30 TTA 103 18
 AI0505  PID         -  AI0505
 AI0505  STATE/COUNTY-  NC/ROBESON
 AI0505  USGS QUAD   -  RED SPRINGS (1974)
 AI0505
 AI0505                         *CURRENT SURVEY CONTROL
 AI0505  ___________________________________________________________________
 AI0505* NAD 83(1986)-  34 49 14.     (N)    079 10 52.     (W)     SCALED    
 AI0505* NAVD 88     -        60.730  (meters)     199.25   (feet)  ADJUSTED  
 AI0505  ___________________________________________________________________
 AI0505  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AI0505  DYNAMIC HT  -          60.673 (meters)     199.06  (feet)  COMP
 AI0505  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 AI0505
 AI0505  VERT ORDER  -  SECOND    CLASS II
 AI0505
 AI0505.The horizontal coordinates were scaled from a topographic map and have
 AI0505.an estimated accuracy of +/- 6 seconds.
 AI0505
 AI0505.The orthometric height was determined by differential leveling
 AI0505.and adjusted in October 1999.
 AI0505
 AI0505.The geoid height was determined by GEOID03.
 AI0505
 AI0505.The dynamic height is computed by dividing the NAVD 88
 AI0505.geopotential number by the normal gravity value computed on the
 AI0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0505.degrees latitude (g = 980.6199 gals.).
 AI0505
 AI0505.The modeled gravity was interpolated from observed gravity values.
 AI0505
 AI0505;                    North         East    Units  Estimated Accuracy
 AI0505;SPC NC       -   118,770.      593,030.      MT  (+/- 180 meters Scaled)
 AI0505
 AI0505                          SUPERSEDED SURVEY CONTROL
 AI0505
 AI0505.No superseded survey control is available for this station.
 AI0505
 AI0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU663546(NAD 83)
 AI0505_MARKER: Z = SEE DESCRIPTION
 AI0505_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI0505_STAMPING: 30 TTA 103 18 30TH ENGRS 1943
 AI0505_MARK LOGO: USE   
 AI0505_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AI0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0505
 AI0505  HISTORY     - Date     Condition        Report By
 AI0505  HISTORY     - 1943     MONUMENTED       USE
 AI0505  HISTORY     - 19881228 GOOD             NCGS
 AI0505
 AI0505                          STATION DESCRIPTION
 AI0505
 AI0505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 AI0505'STATION IS LOCATED IN RED SPRINGS. AT THE INTERSECTION OF NC 211-72
 AI0505'(N. MAIN ST.) AND COLLEGE STREET, IN THE SOUTHEAST QUADRANT OF CROSS
 AI0505'STREETS, ON TOP OF A BANK. MARK IS A 1 1/2 INCH CAPPED IRON PIPE 3 1/2
 AI0505'FEET HIGHER THAN THE STREET AND PROJECTING 18 INCHES ABOVE GROUND.
 AI0505'LOCATED 2.29 M (7.51 FT) EAST OF THE EAST CURB, 7.28 M (23.88 FT)
 AI0505'SOUTHWEST OF THE SOUTHWEST CURB OF COLLEGE STREET, 4.09 M (13.42 FT)
 AI0505'SOUTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2180 ***********************************************************************
 AI2180  DESIGNATION -  30 WC 1
 AI2180  PID         -  AI2180
 AI2180  STATE/COUNTY-  NC/MONTGOMERY
 AI2180  USGS QUAD   -  CANDOR (1994)
 AI2180
 AI2180                         *CURRENT SURVEY CONTROL
 AI2180  ___________________________________________________________________
 AI2180* NAD 83(1986)-  35 15 11.     (N)    079 43 45.     (W)     SCALED    
 AI2180* NAVD 88     -       204.601  (meters)     671.26   (feet)  ADJUSTED  
 AI2180  ___________________________________________________________________
 AI2180  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AI2180  DYNAMIC HT  -         204.416 (meters)     670.65  (feet)  COMP
 AI2180  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 AI2180
 AI2180  VERT ORDER  -  SECOND    CLASS II
 AI2180
 AI2180.The horizontal coordinates were scaled from a topographic map and have
 AI2180.an estimated accuracy of +/- 6 seconds.
 AI2180
 AI2180.The orthometric height was determined by differential leveling
 AI2180.and adjusted in August 2000.
 AI2180
 AI2180.The geoid height was determined by GEOID03.
 AI2180
 AI2180.The dynamic height is computed by dividing the NAVD 88
 AI2180.geopotential number by the normal gravity value computed on the
 AI2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2180.degrees latitude (g = 980.6199 gals.).
 AI2180
 AI2180.The modeled gravity was interpolated from observed gravity values.
 AI2180
 AI2180;                    North         East    Units  Estimated Accuracy
 AI2180;SPC NC       -   166,980.      543,250.      MT  (+/- 180 meters Scaled)
 AI2180
 AI2180                          SUPERSEDED SURVEY CONTROL
 AI2180
 AI2180.No superseded survey control is available for this station.
 AI2180
 AI2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV156018(NAD 83)
 AI2180_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2180_STAMPING: 30 WC 1 1970
 AI2180_MARK LOGO: NCSHC 
 AI2180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2180+STABILITY: SURFACE MOTION
 AI2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2180+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1998
 AI2180
 AI2180  HISTORY     - Date     Condition        Report By
 AI2180  HISTORY     - 1970     MONUMENTED       NCDOT
 AI2180  HISTORY     - 19980209 GOOD             NCGS
 AI2180
 AI2180                          STATION DESCRIPTION
 AI2180
 AI2180'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AI2180'STATION IS LOCATED 0.5 MI (0.8 KM) NORTHWEST OF EMERY AND 3.1 MI (5.0
 AI2180'KM) SOUTH-SOUTHEAST OF CANDOR. ALONG ON US 220A FOR 3.1 MI (5.0 KM)
 AI2180'SOUTH FROM NC 211 EAST (IN CANDOR), IN THE SOUTHWEST QUADRANT OF
 AI2180'INTERSECTION OF US 220A AND US 220 IN A SMALL GROVE OF PINES. MARK IS
 AI2180'FLUSH WITH THE GROUND. LOCATED 149.3 FT (45.5 M) NORTH-NORTHEAST OF
 AI2180'CLING NCGS MONUMENT, 87.8 FT (26.8 M) WEST OF EDGE OF PAVEMENT OF US
 AI2180'220--AND 25.7 FT (7.8 M) NORTHWEST OF A 12-INCH PINE, 4.3 FT (1.3 M)
 AI2180'EAST-SOUTHEAST OF A 5-INCH OAK--BOTH WITH A REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2804 ***********************************************************************
 FX2804  DESIGNATION -  30 WSM
 FX2804  PID         -  FX2804
 FX2804  STATE/COUNTY-  NC/BERTIE
 FX2804  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2804
 FX2804                         *CURRENT SURVEY CONTROL
 FX2804  ___________________________________________________________________
 FX2804* NAD 83(1986)-  36 06 36.     (N)    076 58 18.     (W)     SCALED    
 FX2804* NAVD 88     -        11.512  (meters)      37.77   (feet)  ADJUSTED  
 FX2804  ___________________________________________________________________
 FX2804  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 FX2804  DYNAMIC HT  -          11.503 (meters)      37.74  (feet)  COMP
 FX2804  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 FX2804
 FX2804  VERT ORDER  -  SECOND    CLASS II
 FX2804
 FX2804.The horizontal coordinates were scaled from a topographic map and have
 FX2804.an estimated accuracy of +/- 6 seconds.
 FX2804
 FX2804.The orthometric height was determined by differential leveling
 FX2804.and adjusted in June 1991.
 FX2804
 FX2804.The geoid height was determined by GEOID03.
 FX2804
 FX2804.The dynamic height is computed by dividing the NAVD 88
 FX2804.geopotential number by the normal gravity value computed on the
 FX2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2804.degrees latitude (g = 980.6199 gals.).
 FX2804
 FX2804.The modeled gravity was interpolated from observed gravity values.
 FX2804
 FX2804;                    North         East    Units  Estimated Accuracy
 FX2804;SPC NC       -   263,670.      792,210.      MT  (+/- 180 meters Scaled)
 FX2804
 FX2804                          SUPERSEDED SURVEY CONTROL
 FX2804
 FX2804.No superseded survey control is available for this station.
 FX2804
 FX2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE225979(NAD 83)
 FX2804_MARKER: DB = BENCH MARK DISK
 FX2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2804_SP_SET: CONCRETE POST
 FX2804_STAMPING: 30 WSM 1955 39
 FX2804_MARK LOGO: USGS  
 FX2804_PROJECTION: RECESSED 3 CENTIMETERS
 FX2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2804+STABILITY: SURFACE MOTION
 FX2804
 FX2804  HISTORY     - Date     Condition        Report By
 FX2804  HISTORY     - 1955     MONUMENTED       USGS
 FX2804  HISTORY     - 1980     GOOD             NCGS
 FX2804
 FX2804                          STATION DESCRIPTION
 FX2804
 FX2804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2804'8.0 MI NNW FROM WINDSOR.
 FX2804'ALONG US 13, 0.9 MILE SOUTHWEST OF THE SR 1228, SR 1304 CROSSROADS,
 FX2804'NORTHWEST OF ASKEWVILLE IN SOUTHWEST QUADRANT OF JUNCTION WITH SR
 FX2804'1221, 43.6 FEET SOUTH-SOUTHWEST OF CENTERLINE OF ROAD, 108.0 FEET
 FX2804'WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 3.1 FEET SOUTHEAST OF POWER
 FX2804'POLE (S2393622) WITH REFERENCE TAG AND 134.8 FEET SOUTH-SOUTHWEST OF
 FX2804'NCGS TRAVERSE STATION BIG PINE.
 FX2804'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0307 ***********************************************************************
 EY0307  DESIGNATION -  30.5
 EY0307  PID         -  EY0307
 EY0307  STATE/COUNTY-  NC/BEAUFORT
 EY0307  USGS QUAD   -  BUNYAN (1974)
 EY0307
 EY0307                         *CURRENT SURVEY CONTROL
 EY0307  ___________________________________________________________________
 EY0307* NAD 83(1986)-  35 32 52.     (N)    076 57 25.     (W)     SCALED    
 EY0307* NAVD 88     -         9.044  (meters)      29.67   (feet)  ADJUSTED  
 EY0307  ___________________________________________________________________
 EY0307  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY0307  DYNAMIC HT  -           9.036 (meters)      29.65  (feet)  COMP
 EY0307  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 EY0307
 EY0307  VERT ORDER  -  FIRST     CLASS I
 EY0307
 EY0307.The horizontal coordinates were scaled from a topographic map and have
 EY0307.an estimated accuracy of +/- 6 seconds.
 EY0307
 EY0307.The orthometric height was determined by differential leveling
 EY0307.and adjusted in June 1991.
 EY0307
 EY0307.The geoid height was determined by GEOID03.
 EY0307
 EY0307.The dynamic height is computed by dividing the NAVD 88
 EY0307.geopotential number by the normal gravity value computed on the
 EY0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0307.degrees latitude (g = 980.6199 gals.).
 EY0307
 EY0307.The modeled gravity was interpolated from observed gravity values.
 EY0307
 EY0307;                    North         East    Units  Estimated Accuracy
 EY0307;SPC NC       -   201,340.      794,820.      MT  (+/- 180 meters Scaled)
 EY0307
 EY0307                          SUPERSEDED SURVEY CONTROL
 EY0307
 EY0307  NGVD 29 (??/??/92)    9.367  (m)           30.73   (f) ADJ UNCH    1 1
 EY0307
 EY0307.Superseded values are not recommended for survey control.
 EY0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0307.See file dsdata.txt to determine how the superseded data were derived.
 EY0307
 EY0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE226355(NAD 83)
 EY0307_MARKER: DD = SURVEY DISK
 EY0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0307_SP_SET: ABUTMENT
 EY0307_STAMPING: 30.787 1914 FEET
 EY0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0307
 EY0307  HISTORY     - Date     Condition        Report By
 EY0307  HISTORY     - 1914     MONUMENTED       USGS
 EY0307  HISTORY     - 1963     GOOD             NGS
 EY0307
 EY0307                          STATION DESCRIPTION
 EY0307
 EY0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0307'5.5 MI NE FROM WASHINGTON.
 EY0307'ABOUT 5.5 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 EY0307'FROM THE STATION AT WASHINGTON, SET ON TOP OF THE EAST CONCRETE
 EY0307'WING WALL OF THE SOUTH ABUTMENT OF BRIDGE 120.7, 6 FEET SOUTHEAST
 EY0307'OF THE SOUTHEAST RAIL, 3 INCHES WEST OF THE EAST EDGE OF THE
 EY0307'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  MARK
 EY0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9418 ***********************************************************************
 DE9418  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9418  DESIGNATION -  300W 200
 DE9418  PID         -  DE9418
 DE9418  STATE/COUNTY-  NC/GUILFORD
 DE9418  USGS QUAD   -  LAKE BRANDT (1994)
 DE9418
 DE9418                         *CURRENT SURVEY CONTROL
 DE9418  ___________________________________________________________________
 DE9418* NAD 83(2007)-  36 09 24.29780(N)    079 45 48.90300(W)     ADJUSTED  
 DE9418* NAVD 88     -       244.92   (meters)     803.5    (feet)  GPS OBS   
 DE9418  ___________________________________________________________________
 DE9418  EPOCH DATE  -        2002.00
 DE9418  X           -     916,261.316 (meters)                     COMP
 DE9418  Y           -  -5,073,861.113 (meters)                     COMP
 DE9418  Z           -   3,742,374.987 (meters)                     COMP
 DE9418  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 DE9418  ELLIP HEIGHT-         213.720 (meters)          (02/10/07) ADJUSTED
 DE9418  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DE9418
 DE9418  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9418  Type    PID    Designation                      North   East  Ellip
 DE9418  -------------------------------------------------------------------
 DE9418  NETWORK DE9418 300W 200                          1.80   1.27   2.49
 DE9418  -------------------------------------------------------------------
 DE9418
 DE9418.The horizontal coordinates were established by GPS observations
 DE9418.and adjusted by the National Geodetic Survey in February 2007.
 DE9418
 DE9418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9418.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9418.The horizontal coordinates are valid at the epoch date displayed above.
 DE9418.The epoch date for horizontal control is a decimal equivalence
 DE9418.of Year/Month/Day.
 DE9418
 DE9418.The orthometric height was determined by GPS observations and a
 DE9418.high-resolution geoid model.
 DE9418.The orthometric height was determined by GPS observations and a
 DE9418.high-resolution geoid model using precise GPS observation and
 DE9418.processing techniques.
 DE9418
 DE9418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9418
 DE9418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9418
 DE9418.The ellipsoidal height was determined by GPS observations
 DE9418.and is referenced to NAD 83.
 DE9418
 DE9418.The geoid height was determined by GEOID03.
 DE9418
 DE9418;                    North         East     Units Scale Factor Converg.
 DE9418;SPC NC       -   267,257.555   540,891.026   MT  0.99999725   -0 26 26.6
 DE9418;SPC NC       -   876,827.50  1,774,573.31   sFT  0.99999725   -0 26 26.6
 DE9418;UTM  17      - 4,002,042.542   611,216.925   MT  0.99975240   +0 43 46.4
 DE9418
 DE9418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9418!SPC NC       -   0.99996646  x   0.99999725  =   0.99996371
 DE9418!UTM  17      -   0.99996646  x   0.99975240  =   0.99971887
 DE9418
 DE9418:                Primary Azimuth Mark                     Grid Az
 DE9418:SPC NC       -  300W 201                                 097 28 57.4
 DE9418:UTM  17      -  300W 201                                 096 18 44.4
 DE9418
 DE9418|---------------------------------------------------------------------|
 DE9418| PID    Reference Object                     Distance      Geod. Az  |
 DE9418|                                                           dddmmss.s |
 DE9418| DE9419 300W 201                            456.303 METERS 0970230.8 |
 DE9418|---------------------------------------------------------------------|
 DE9418
 DE9418                          SUPERSEDED SURVEY CONTROL
 DE9418
 DE9418  NAD 83(2001)-  36 09 24.29834(N)    079 45 48.90242(W) AD(       ) 1
 DE9418  ELLIP H (03/13/03)  213.717  (m)                       GP(       ) 4 2
 DE9418  NAD 83(1986)-  36 09 24.30497(N)    079 45 48.90992(W) AD(       ) 1
 DE9418
 DE9418.Superseded values are not recommended for survey control.
 DE9418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9418.See file dsdata.txt to determine how the superseded data were derived.
 DE9418
 DE9418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1121702043(NAD 83)
 DE9418_MARKER: DD = SURVEY DISK
 DE9418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9418_STAMPING: 300W200 1999
 DE9418_MARK LOGO: NC1940
 DE9418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9418+STABILITY: SURFACE MOTION
 DE9418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9418+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9418
 DE9418  HISTORY     - Date     Condition        Report By
 DE9418  HISTORY     - 1999     MONUMENTED       NC1940
 DE9418
 DE9418                          STATION DESCRIPTION
 DE9418
 DE9418'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9418'STATION IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9418'GREENSBORO GOVERNMENT PLAZA, IN THE BRIGHTWOOD SCHOOL COMMUNITY.
 DE9418'STATION IS LOCATED ALONG SR 2559 (MILTONWOOD ROAD), 0.6 MI (1.0 KM)
 DE9418'NORTHWEST OF SR 2359 (LEES CHAPEL ROAD), IN THE SHOULDER AND VERTEX OF
 DE9418'A 90 DEGREE (RIGHT-ANGLE) TURN OF THE ROAD.
 DE9418'MARK IS LEVEL WITH ROAD AND FLUSH WITH THE GROUND. LOCATED 19.7 FT
 DE9418'(6.0 M) NORHEAST OF THE CENTERLINE OF ROAD CURVE, OR 7.0 FT (2.1 M)
 DE9418'NORTHEAST OF THE EDGE OF THE PAVEMENT, 13.5 FT (4.1 M) SOUTHWEST OF A
 DE9418'CHAINLINK FENCE, AND 70.0 FT (21.3 M) WEST-NORTHWEST OF THE CENTERLINE
 DE9418'OF GRAVEL DRIVE TO HOUSE NUMBER 1425.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9419 ***********************************************************************
 DE9419  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9419  DESIGNATION -  300W 201
 DE9419  PID         -  DE9419
 DE9419  STATE/COUNTY-  NC/GUILFORD
 DE9419  USGS QUAD   -  LAKE BRANDT (1994)
 DE9419
 DE9419                         *CURRENT SURVEY CONTROL
 DE9419  ___________________________________________________________________
 DE9419* NAD 83(2007)-  36 09 22.48258(N)    079 45 30.78570(W)     ADJUSTED  
 DE9419* NAVD 88     -       257.06   (meters)     843.4    (feet)  GPS OBS   
 DE9419  ___________________________________________________________________
 DE9419  EPOCH DATE  -        2002.00
 DE9419  X           -     916,714.592 (meters)                     COMP
 DE9419  Y           -  -5,073,822.766 (meters)                     COMP
 DE9419  Z           -   3,742,336.989 (meters)                     COMP
 DE9419  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 DE9419  ELLIP HEIGHT-         225.887 (meters)          (02/10/07) ADJUSTED
 DE9419  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DE9419
 DE9419  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9419  Type    PID    Designation                      North   East  Ellip
 DE9419  -------------------------------------------------------------------
 DE9419  NETWORK DE9419 300W 201                          1.71   1.37   2.41
 DE9419  -------------------------------------------------------------------
 DE9419
 DE9419.The horizontal coordinates were established by GPS observations
 DE9419.and adjusted by the National Geodetic Survey in February 2007.
 DE9419
 DE9419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9419.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9419.The horizontal coordinates are valid at the epoch date displayed above.
 DE9419.The epoch date for horizontal control is a decimal equivalence
 DE9419.of Year/Month/Day.
 DE9419
 DE9419.The orthometric height was determined by GPS observations and a
 DE9419.high-resolution geoid model.
 DE9419.The orthometric height was determined by GPS observations and a
 DE9419.high-resolution geoid model using precise GPS observation and
 DE9419.processing techniques.
 DE9419
 DE9419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9419
 DE9419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9419
 DE9419.The ellipsoidal height was determined by GPS observations
 DE9419.and is referenced to NAD 83.
 DE9419
 DE9419.The geoid height was determined by GEOID03.
 DE9419
 DE9419;                    North         East     Units Scale Factor Converg.
 DE9419;SPC NC       -   267,198.135   541,343.440   MT  0.99999711   -0 26 16.1
 DE9419;SPC NC       -   876,632.55  1,776,057.60   sFT  0.99999711   -0 26 16.1
 DE9419;UTM  17      - 4,001,992.386   611,670.348   MT  0.99975365   +0 43 57.1
 DE9419
 DE9419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9419!SPC NC       -   0.99996455  x   0.99999711  =   0.99996166
 DE9419!UTM  17      -   0.99996455  x   0.99975365  =   0.99971821
 DE9419
 DE9419:                Primary Azimuth Mark                     Grid Az
 DE9419:SPC NC       -  300W 200                                 277 28 57.6
 DE9419:UTM  17      -  300W 200                                 276 18 44.4
 DE9419
 DE9419|---------------------------------------------------------------------|
 DE9419| PID    Reference Object                     Distance      Geod. Az  |
 DE9419|                                                           dddmmss.s |
 DE9419| DE9418 300W 200                            456.303 METERS 2770241.5 |
 DE9419|---------------------------------------------------------------------|
 DE9419
 DE9419                          SUPERSEDED SURVEY CONTROL
 DE9419
 DE9419  NAD 83(2001)-  36 09 22.48308(N)    079 45 30.78510(W) AD(       ) 1
 DE9419  ELLIP H (03/13/03)  225.882  (m)                       GP(       ) 4 2
 DE9419  NAD 83(1986)-  36 09 22.48968(N)    079 45 30.79257(W) AD(       ) 1
 DE9419
 DE9419.Superseded values are not recommended for survey control.
 DE9419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9419.See file dsdata.txt to determine how the superseded data were derived.
 DE9419
 DE9419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1167001992(NAD 83)
 DE9419_MARKER: DD = SURVEY DISK
 DE9419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9419_STAMPING: 300W201 1999
 DE9419_MARK LOGO: NC1940
 DE9419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9419+STABILITY: SURFACE MOTION
 DE9419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9419+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9419
 DE9419  HISTORY     - Date     Condition        Report By
 DE9419  HISTORY     - 1999     MONUMENTED       NC1940
 DE9419
 DE9419                          STATION DESCRIPTION
 DE9419
 DE9419'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9419'STATION IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9419'GREENSBORO GOVERNMENT PLAZA, IN THE BRIGHTWOOD SCHOOL COMMUNITY.
 DE9419'STATION IS LOCATED ALONG SR 2559 (MILTONWOOD ROAD), 0.35 MI (0.56 KM)
 DE9419'NORTHWEST OF SR 2359 (LEES CHAPEL ROAD), ON NORTH SIDE OF A WESTERLY
 DE9419'CURVE IN ROAD AND ACROSS ROAD FROM THE WEST ENTRANCE OF A LOOP
 DE9419'DRIVEWAY LEADING TO HOUSE NUMBER 1450.
 DE9419'MARK IS LEVEL WITH ROAD AND FLUSH WITH THE GROUND. LOCATED 15.9 FT
 DE9419'(4.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 25.7 FT (7.8 M)
 DE9419'SOUTHEAST OF POWER POLE, 86.6 FT (26.4 M) NORTH OF A SATELLITE DISH,
 DE9419'AND 45.5 FT (13.9 M) NORTH-NORTHWEST OF THE WEST END OF CULVERT UNDER
 DE9419'WEST DRIVEWAY TO HOUSE NUMBER 1450.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9411 ***********************************************************************
 DE9411  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9411  DESIGNATION -  301W 200
 DE9411  PID         -  DE9411
 DE9411  STATE/COUNTY-  NC/GUILFORD
 DE9411  USGS QUAD   -  LAKE BRANDT (1994)
 DE9411
 DE9411                         *CURRENT SURVEY CONTROL
 DE9411  ___________________________________________________________________
 DE9411* NAD 83(2007)-  36 09 36.03584(N)    079 45 02.04502(W)     ADJUSTED  
 DE9411* NAVD 88     -       255.59   (meters)     838.5    (feet)  GPS OBS   
 DE9411  ___________________________________________________________________
 DE9411  EPOCH DATE  -        2002.00
 DE9411  X           -     917,377.494 (meters)                     COMP
 DE9411  Y           -  -5,073,451.264 (meters)                     COMP
 DE9411  Z           -   3,742,673.423 (meters)                     COMP
 DE9411  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 DE9411  ELLIP HEIGHT-         224.420 (meters)          (02/10/07) ADJUSTED
 DE9411  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9411
 DE9411  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9411  Type    PID    Designation                      North   East  Ellip
 DE9411  -------------------------------------------------------------------
 DE9411  NETWORK DE9411 301W 200                          1.39   1.10   1.98
 DE9411  -------------------------------------------------------------------
 DE9411
 DE9411.The horizontal coordinates were established by GPS observations
 DE9411.and adjusted by the National Geodetic Survey in February 2007.
 DE9411
 DE9411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9411.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9411.The horizontal coordinates are valid at the epoch date displayed above.
 DE9411.The epoch date for horizontal control is a decimal equivalence
 DE9411.of Year/Month/Day.
 DE9411
 DE9411.The orthometric height was determined by GPS observations and a
 DE9411.high-resolution geoid model.
 DE9411.The orthometric height was determined by GPS observations and a
 DE9411.high-resolution geoid model using precise GPS observation and
 DE9411.processing techniques.
 DE9411
 DE9411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9411
 DE9411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9411
 DE9411.The ellipsoidal height was determined by GPS observations
 DE9411.and is referenced to NAD 83.
 DE9411
 DE9411.The geoid height was determined by GEOID03.
 DE9411
 DE9411;                    North         East     Units Scale Factor Converg.
 DE9411;SPC NC       -   267,610.410   542,064.977   MT  0.99999815   -0 25 59.5
 DE9411;SPC NC       -   877,985.15  1,778,424.85   sFT  0.99999815   -0 25 59.5
 DE9411;UTM  17      - 4,002,419.210   612,383.139   MT  0.99975562   +0 44 14.3
 DE9411
 DE9411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9411!SPC NC       -   0.99996478  x   0.99999815  =   0.99996293
 DE9411!UTM  17      -   0.99996478  x   0.99975562  =   0.99972041
 DE9411
 DE9411                          SUPERSEDED SURVEY CONTROL
 DE9411
 DE9411  NAD 83(2001)-  36 09 36.03640(N)    079 45 02.04445(W) AD(       ) 1
 DE9411  ELLIP H (03/13/03)  224.418  (m)                       GP(       ) 4 2
 DE9411  NAD 83(1986)-  36 09 36.04303(N)    079 45 02.05193(W) AD(       ) 1
 DE9411
 DE9411.Superseded values are not recommended for survey control.
 DE9411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9411.See file dsdata.txt to determine how the superseded data were derived.
 DE9411
 DE9411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1238302419(NAD 83)
 DE9411_MARKER: DD = SURVEY DISK
 DE9411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9411_STAMPING: 301W200 1999
 DE9411_MARK LOGO: NC1940
 DE9411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9411+STABILITY: SURFACE MOTION
 DE9411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9411+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9411
 DE9411  HISTORY     - Date     Condition        Report By
 DE9411  HISTORY     - 1999     MONUMENTED       NC1940
 DE9411
 DE9411                          STATION DESCRIPTION
 DE9411
 DE9411'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9411'STATION IS ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9411'GREENSBORO GOVERNMENT PLAZA, AND 0.5 MI (0.8 KM) SOUTHWEST OF RUDD
 DE9411'COMMUNITY.
 DE9411'TO REACH STATION FROM THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD)
 DE9411'AND SR 2524 (RUDD STATION ROAD) PROCEED SOUTHWEST ALONG SR 2359 FOR
 DE9411'0.5 MI (0.8 KM) TO BUSH ROAD (SR 2560) AND STATION IN THE NORTH
 DE9411'QUADRANT OF INTERSECTION.
 DE9411'MARK IS LEVEL WITH SR 2359 AND FLUSH WITH THE GROUND. LOCATED 16.6 FT
 DE9411'(5.1 M) NORTHWEST OF THE CENTERLINE OF SR 2359, 47.9 FT (14.6 M)
 DE9411'EAST-NORTHEAST OF THE CENTERLINE OF SR 2560, 32.2 FT (9.8 M) EAST OF A
 DE9411'RAILROAD CROSSING SIGNAL, AND 31.0 FT (9.4 M) SOUTH-SOUTHEAST OF THE
 DE9411'CENTERLINE OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4507 ***********************************************************************
 FA4507  DESIGNATION -  302 AZ MK
 FA4507  PID         -  FA4507
 FA4507  STATE/COUNTY-  NC/UNION
 FA4507  USGS QUAD   -  MATTHEWS (1988)
 FA4507
 FA4507                         *CURRENT SURVEY CONTROL
 FA4507  ___________________________________________________________________
 FA4507* NAD 83(2001)-  35 03 41.16740(N)    080 43 36.42774(W)     NO CHECK  
 FA4507* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 FA4507  ___________________________________________________________________
 FA4507  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 FA4507  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA4507  HORZ ORDER  -  THIRD
 FA4507
 FA4507.The horizontal coordinates were established by classical geodetic methods
 FA4507.and adjusted by the National Geodetic Survey in August 2005.
 FA4507.No horizontal observational check was made to the station.
 FA4507
 FA4507.The orthometric height was scaled from a topographic map.
 FA4507
 FA4507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4507
 FA4507.The geoid height was determined by GEOID03.
 FA4507
 FA4507;                    North         East     Units Scale Factor Converg.
 FA4507;SPC NC       -   146,847.320   452,111.191   MT  0.99987808   -0 59 47.9
 FA4507;SPC NC       -   481,781.58  1,483,301.47   sFT  0.99987808   -0 59 47.9
 FA4507;UTM  17      - 3,879,890.172   524,912.661   MT  0.99960765   +0 09 25.0
 FA4507
 FA4507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4507!SPC NC       -   0.99996979  x   0.99987808  =   0.99984787
 FA4507!UTM  17      -   0.99996979  x   0.99960765  =   0.99957745
 FA4507
 FA4507                          SUPERSEDED SURVEY CONTROL
 FA4507
 FA4507  NAD 83(1986)-  35 03 41.18237(N)    080 43 36.43621(W) AD(       ) 3
 FA4507
 FA4507.Superseded values are not recommended for survey control.
 FA4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4507.See file dsdata.txt to determine how the superseded data were derived.
 FA4507
 FA4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2491379890(NAD 83)
 FA4507_MARKER: A = ALUMINUM MARKER
 FA4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4507_SP_SET: CONCRETE POST
 FA4507_STAMPING: 302
 FA4507_MARK LOGO: NC0870
 FA4507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4507+STABILITY: SURFACE MOTION
 FA4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4507+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 FA4507
 FA4507  HISTORY     - Date     Condition        Report By
 FA4507  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4507  HISTORY     - 19980501 GOOD             USPSQD
 FA4507  HISTORY     - 20000823 GOOD             NCGS
 FA4507  HISTORY     - 20051001 GOOD             GEOCAC
 FA4507
 FA4507                          STATION DESCRIPTION
 FA4507
 FA4507'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4507'MARK IS LOCATED IN UNION COUNTY,SOUTH CAROLINA.  STATION IS 21.69 KM
 FA4507'(13.48 MI) SOUTHEAST OF CHARLOTTE.
 FA4507'MARK REACHED BY FIRST GOING TO GPS STATION M 102. (334.64 FT) TO REACH
 FA4507'THE STATION FROM THE INTERSECTION OF ROUTE 51 AND U.S.74, PROCEED
 FA4507'SOUTH ON ROUTE 51 FOR 2.25 KM (1.40 MI) TO THE INTERSECTION OF S
 FA4507'.R.3448 (PLEASANT PLAINS ROAD).  GO SOUTH ON S.R. 3448 FOR 1.77 KM
 FA4507'(1.10 MI) TO THE INTERSECTION OF S.R.3468 (WHEDDINGTON-MATTHEWS ROAD)
 FA4507'. PROCEED SOUTH ON S.R.3468 FOR 4.02 KM (2.50 MI) TO THE STATION
 FA4507'LOCATED IN THE WEST RIGHT-OF-WAY OF THE ROAD, 60.95 M (199.97 FT)
 FA4507'SOUTH OF NORTH CAROLINA-SOUTH CAROLINA LINE IN SOUTH CAROLINA. STATION
 FA4507'IS 4.96 M (16.27 FT) N06W OF THE CENTERLINE OF WEDDINGTON-MATTHEWS
 FA4507'ROAD, 27.49 M (90.19 FT) S29W OF A TELEPHONE JUNCTION BOX, AND 40.53
 FA4507'M (132.97 FT)  N04E OF A WOODEN POST AND A TELEPHONE JUNCTION BOX.
 FA4507'TO REACH THE AZIMUTH MARK FROM GPS STATION M 102, PROCEED SOUTH ON S
 FA4507'.R. 3468 FOR 0.56 KM (0.35 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY OF
 FA4507'THE ROAD, 1.12 M (3.67 FT) WEST OF THE EDGE OF THE PAVEMENT.  THE
 FA4507'AZIMUTH MARK IS COMPASS BEARING S16E AND DISTANCE 512.723 M
 FA4507'(1682.159 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 302.
 FA4507
 FA4507                          STATION RECOVERY (1998)
 FA4507
 FA4507'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA4507'RECOVERED IN GOOD CONDITION.
 FA4507
 FA4507                          STATION RECOVERY (2000)
 FA4507
 FA4507'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4507'STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) WEST-NORTHWEST OF MONROE
 FA4507'AND 3.7 MI (6.0 KM) SOUTH OF MATTHEWS. ALONG MATTHEWS-WEDDINGTON ROAD
 FA4507'FOR 0.35 MI (0.56 KM) SOUTH FROM THE MECKLENBURG-UNION COUNTY LINE, ON
 FA4507'THE WEST SIDE OF THE ROAD, OR 0.1 MI (0.2 KM) NORTH FROM ANTIOCH
 FA4507'CHURCH ROAD. MARK IS ABOUT LEVEL WITH MATTHEWS-WEDDINGTON ROAD AND IS
 FA4507'RECESSED 4-INCHES BELOW GROUND.  LOCATED 14.5 FT (4.4 M) WEST OF THE
 FA4507'CENTERLINE OF MATTHEWS-WEDDINGTON ROAD, 256.7 FT (78.2 M) SOUTH OF THE
 FA4507'SOUTH END OF A DRIVEWAY CULVERT, AND 266.3 FT (81.2 M) NORTH-NORTHEAST
 FA4507'OF A FIRE HYDRANT.
 FA4507
 FA4507                          STATION RECOVERY (2005)
 FA4507
 FA4507'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA4507'STATION DESCRIPTON IS INCORRECT. THE STATION IS 0.57 METERS (1.9 FT)
 FA4507'WEST OF THE EDGE OF PAVEMENT WITH AN ALUMINUM TAG NAILED TO THE
 FA4507'PAVEMENT WITH A PK NAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4508 ***********************************************************************
 FA4508  DESIGNATION -  303 RM
 FA4508  PID         -  FA4508
 FA4508  STATE/COUNTY-  NC/MECKLENBURG
 FA4508  USGS QUAD   -  WEDDINGTON (1988)
 FA4508
 FA4508                         *CURRENT SURVEY CONTROL
 FA4508  ___________________________________________________________________
 FA4508* NAD 83(2001)-  35 02 17.96575(N)    080 52 06.64479(W)     NO CHECK  
 FA4508* NAVD 88     -       195.671  (meters)     641.96   (feet)  ADJUSTED  
 FA4508  ___________________________________________________________________
 FA4508  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 FA4508  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA4508  DYNAMIC HT  -         195.491 (meters)     641.37  (feet)  COMP
 FA4508  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 FA4508
 FA4508  HORZ ORDER  -  THIRD
 FA4508  VERT ORDER  -  SECOND    CLASS II
 FA4508
 FA4508.The horizontal coordinates were established by classical geodetic methods
 FA4508.and adjusted by the National Geodetic Survey in August 2005.
 FA4508.No horizontal observational check was made to the station.
 FA4508
 FA4508.The orthometric height was determined by differential leveling
 FA4508.and adjusted in January 2005.
 FA4508.No vertical observational check was made to the station.
 FA4508
 FA4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4508
 FA4508.The geoid height was determined by GEOID03.
 FA4508
 FA4508.The dynamic height is computed by dividing the NAVD 88
 FA4508.geopotential number by the normal gravity value computed on the
 FA4508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4508.degrees latitude (g = 980.6199 gals.).
 FA4508
 FA4508.The modeled gravity was interpolated from observed gravity values.
 FA4508
 FA4508;                    North         East     Units Scale Factor Converg.
 FA4508;SPC NC       -   144,518.126   439,138.318   MT  0.99987949   -1 04 42.4
 FA4508;SPC NC       -   474,139.89  1,440,739.63   sFT  0.99987949   -1 04 42.4
 FA4508;UTM  17      - 3,877,300.944   511,992.864   MT  0.99960177   +0 04 31.8
 FA4508
 FA4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4508!SPC NC       -   0.99997406  x   0.99987949  =   0.99985355
 FA4508!UTM  17      -   0.99997406  x   0.99960177  =   0.99957584
 FA4508
 FA4508                          SUPERSEDED SURVEY CONTROL
 FA4508
 FA4508  NAD 83(1986)-  35 02 17.97936(N)    080 52 06.65189(W) AD(       ) 3
 FA4508
 FA4508.Superseded values are not recommended for survey control.
 FA4508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4508.See file dsdata.txt to determine how the superseded data were derived.
 FA4508
 FA4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1199377301(NAD 83)
 FA4508_MARKER: A = ALUMINUM MARKER
 FA4508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4508_SP_SET: CONCRETE POST
 FA4508_STAMPING: 303
 FA4508_MARK LOGO: NC0870
 FA4508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4508+STABILITY: SURFACE MOTION
 FA4508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4508+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1999
 FA4508
 FA4508  HISTORY     - Date     Condition        Report By
 FA4508  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4508  HISTORY     - 19960319 GOOD             USPSQD
 FA4508  HISTORY     - 19990929 GOOD             NCGS
 FA4508
 FA4508                          STATION DESCRIPTION
 FA4508
 FA4508'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4508'MARK IS LOCATED IN LANCASTER COUNTY, SOUTH CAROLINA.  STATION IS 21.76
 FA4508'KM (13.52 MI) SOUTH OF CHARLOTTE.
 FA4508'MARK REACHED BY FIRST GOING TO GPS STATION M 103. (337.93 FT) TO REACH
 FA4508'THE STATION FROM THE INTERSECTION OF U.S.521 AND ROUTE 51, PROCEED
 FA4508'SOUTH ON ROUTE 51 FOR 5.79 KM (3.60 MI) TO THE INTERSECTION OF S.R.
 FA4508'3626 (PROVIDENCE WEST ROAD). GO WEST ON S.R. 3626 FOR 1.12 KM
 FA4508'(0.70 MI) TO THE STATION ON THE NORTH RIGHT-OF-WAY OF THE ROAD, 0.16
 FA4508'KM (0.10 MI) SOUTHWEST OF THE STATE LINE IN LANCASTER COUNTY,S.C.
 FA4508'STATION IS 6.85 M (22.47 FT)  N40W OF THE CENTERLINE OF S.R. 3626,
 FA4508'71.62 M (234.97 FT) N45E OF THE CENTERLINE OF THE INTERSECTION OF S
 FA4508'.R. 3626 AND CAROLINE ACRES ROAD, 0.30 M (0.98 FT) S40E OF A FENCE
 FA4508'LINE, AND 4.72 M (15.49 FT) S60W OF A TRAFFIC SIGN.
 FA4508'TO REACH THE REFERENCE MARK FROM GPS STATION M 103, PROCEED NORTHEAST
 FA4508'ON S.R. 3626 FOR 0.40 KM (0.25 MI) TO THE MARK IN THE NORTH
 FA4508'RIGHT-OF-WAY OF THE ROAD, 0.97 M (3.18 FT) NORTH OF THE EDGE OF THE
 FA4508'PAVEMENT. THE MARK IS COMPASS BEARING N49E AND DISTANCE 389.314 M
 FA4508'(1277.274 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED
 FA4508'303.
 FA4508
 FA4508                          STATION RECOVERY (1996)
 FA4508
 FA4508'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4508'RECOVERED IN GOOD CONDITION.
 FA4508
 FA4508                          STATION RECOVERY (1999)
 FA4508
 FA4508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA4508'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF PINEVILLE.
 FA4508'PROCEED ALONG OLD US 521-LANCASTER HWY FOR 3.4 MI (5.5 KM) SOUTH FROM
 FA4508'NC 51, IN PINEVILLE, THENCE WEST FOR 0.45 MI (0.72 KM) ALONG
 FA4508'PROVIDENCE ROAD WEST, ON THE NORTH SIDE OF THE ROAD. MARK IS ABOUT
 FA4508'LEVEL WITH PROVIDENCE ROAD AND RECESSED 1 INCH BELOW THE GROUND.
 FA4508'LOCATED 12.O FT NORTHWEST OF THE CENTERLINE OF PROVIDENCE ROAD WEST,
 FA4508'95.0 FT (29.0 M) SOUTHWEST OF THE CENTERLINE OF A CONCRETE DRIVE,
 FA4508'134.4 FT (41.0 M) WEST OF A TELEPHONE PEDESTAL--AND 78.0 FT (23.8 M)
 FA4508'EAST OF A 15 INCH HARDWOOD--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4509 ***********************************************************************
 FA4509  DESIGNATION -  304 AZ MK
 FA4509  PID         -  FA4509
 FA4509  STATE/COUNTY-  NC/MECKLENBURG
 FA4509  USGS QUAD   -  WEDDINGTON (1988)
 FA4509
 FA4509                         *CURRENT SURVEY CONTROL
 FA4509  ___________________________________________________________________
 FA4509* NAD 83(2001)-  35 03 51.09598(N)    080 47 35.77956(W)     NO CHECK  
 FA4509* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 FA4509  ___________________________________________________________________
 FA4509  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA4509  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA4509  HORZ ORDER  -  THIRD
 FA4509
 FA4509.The horizontal coordinates were established by classical geodetic methods
 FA4509.and adjusted by the National Geodetic Survey in August 2005.
 FA4509.No horizontal observational check was made to the station.
 FA4509
 FA4509.The orthometric height was scaled from a topographic map.
 FA4509
 FA4509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4509
 FA4509.The geoid height was determined by GEOID03.
 FA4509
 FA4509;                    North         East     Units Scale Factor Converg.
 FA4509;SPC NC       -   147,260.714   446,053.508   MT  0.99987792   -1 02 06.1
 FA4509;SPC NC       -   483,137.86  1,463,427.22   sFT  0.99987792   -1 02 06.1
 FA4509;UTM  17      - 3,880,181.434   518,849.533   MT  0.99960438   +0 07 07.6
 FA4509
 FA4509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4509!SPC NC       -   0.99997387  x   0.99987792  =   0.99985179
 FA4509!UTM  17      -   0.99997387  x   0.99960438  =   0.99957826
 FA4509
 FA4509                          SUPERSEDED SURVEY CONTROL
 FA4509
 FA4509  NAD 83(1986)-  35 03 51.11204(N)    080 47 35.78861(W) AD(       ) 3
 FA4509
 FA4509.Superseded values are not recommended for survey control.
 FA4509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4509.See file dsdata.txt to determine how the superseded data were derived.
 FA4509
 FA4509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1885080181(NAD 83)
 FA4509_MARKER: A = ALUMINUM MARKER
 FA4509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4509_SP_SET: CONCRETE POST
 FA4509_STAMPING: 304
 FA4509_MARK LOGO: NC0870
 FA4509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4509+STABILITY: SURFACE MOTION
 FA4509
 FA4509  HISTORY     - Date     Condition        Report By
 FA4509  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4509  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA4509  HISTORY     - 20000822 SEE DESCRIPTION  NCGS
 FA4509
 FA4509                          STATION DESCRIPTION
 FA4509
 FA4509'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4509'MARK IS LOCATED IN MECKLENBURG COUNTY, 19.28 KM (11.98 MI) SOUTH OF
 FA4509'CHARLOTTE.
 FA4509'MARK REACHED BY FIRST GOING TO GPS STATION M 104. (341.21 FT) TO REACH
 FA4509'THE STATION FROM THE INTERSECTION OF ROUTE 16 AND ROUTE 51, PROCEED
 FA4509'SOUTH ON ROUTE 16 FOR 4.02 KM (2.50 MI) TO INTERSECTION OF S.R.3626
 FA4509'(PROVIDENCE ROAD). GO WEST ON S.R.3626 FOR 2.49 KM (1.55 MI) TO THE
 FA4509'STATION LOCATED IN THE NORTH RIGHT-OF-WAY OF THE ROAD. STATION IS
 FA4509'8.22 M (26.97 FT) N25W OF THE CENTERLINE OF S.R.3626, 0.56 M
 FA4509'(1.84 FT) S25E OF A WOODEN FENCE, 22.18 M (72.77 FT) N20E OF UTILITY
 FA4509'POLE NO.5580-001, AND 53.03 M (173.98 FT) N80E OF A DRIVEWAY TO THE J
 FA4509'.R. TERRY RESIDENCE.
 FA4509'TO REACH THE AZIMUTH MARK FROM GPS STATION M 104, PROCEED EAST ON S
 FA4509'.R.3626 FOR 0.44 KM (0.27 MI) TO THE MARK IN THE NORTH RIGHT-OF-WAY OF
 FA4509'THE ROAD, 0.85 M (2.79 FT) FROM THE EDGE OF THE PAVEMENT. THE AZIMUTH
 FA4509'MARK IS COMPASS BEARING N66E AND DISTANCE 400.611 M (1314.338 FT)
 FA4509'FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 304.
 FA4509
 FA4509                          STATION RECOVERY (1996)
 FA4509
 FA4509'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4509'MARK NOT FOUND.
 FA4509
 FA4509                          STATION RECOVERY (2000)
 FA4509
 FA4509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4509'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED BY ROAD CONSTRUCTION
 FA4509'FOR AN I-485 OVERPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4510 ***********************************************************************
 FA4510  DESIGNATION -  305 AZ MK
 FA4510  PID         -  FA4510
 FA4510  STATE/COUNTY-  NC/MECKLENBURG
 FA4510  USGS QUAD   -  WEDDINGTON (1988)
 FA4510
 FA4510                         *CURRENT SURVEY CONTROL
 FA4510  ___________________________________________________________________
 FA4510* NAD 83(2001)-  35 02 23.16574(N)    080 46 06.75057(W)     NO CHECK  
 FA4510* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 FA4510  ___________________________________________________________________
 FA4510  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FA4510  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA4510  HORZ ORDER  -  THIRD
 FA4510
 FA4510.The horizontal coordinates were established by classical geodetic methods
 FA4510.and adjusted by the National Geodetic Survey in August 2005.
 FA4510.No horizontal observational check was made to the station.
 FA4510
 FA4510.The orthometric height was scaled from a topographic map.
 FA4510
 FA4510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4510
 FA4510.The geoid height was determined by GEOID03.
 FA4510
 FA4510;                    North         East     Units Scale Factor Converg.
 FA4510;SPC NC       -   144,511.256   448,260.420   MT  0.99987940   -1 01 14.7
 FA4510;SPC NC       -   474,117.35  1,470,667.73   sFT  0.99987940   -1 01 14.7
 FA4510;UTM  17      - 3,877,477.710   521,110.737   MT  0.99960549   +0 07 58.4
 FA4510
 FA4510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4510!SPC NC       -   0.99997120  x   0.99987940  =   0.99985060
 FA4510!UTM  17      -   0.99997120  x   0.99960549  =   0.99957670
 FA4510
 FA4510                          SUPERSEDED SURVEY CONTROL
 FA4510
 FA4510  NAD 83(1986)-  35 02 23.18102(N)    080 46 06.75945(W) AD(       ) 3
 FA4510
 FA4510.Superseded values are not recommended for survey control.
 FA4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4510.See file dsdata.txt to determine how the superseded data were derived.
 FA4510
 FA4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2111177478(NAD 83)
 FA4510_MARKER: A = ALUMINUM MARKER
 FA4510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4510_SP_SET: CONCRETE POST
 FA4510_STAMPING: 305
 FA4510_MARK LOGO: NC0870
 FA4510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4510+STABILITY: SURFACE MOTION
 FA4510
 FA4510  HISTORY     - Date     Condition        Report By
 FA4510  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4510  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA4510  HISTORY     - 20000822 SEE DESCRIPTION  NCGS
 FA4510
 FA4510                          STATION DESCRIPTION
 FA4510
 FA4510'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4510'MARK IS LOCATED IN MECKLENBURG COUNTY, 21.72 KM (13.50 MI) SOUTH-
 FA4510'SOUTH OF CHARLOTTE.
 FA4510'MARK REACHED BY FIRST GOING TO GPS STATION M 105. (344.49 FT) TO REACH
 FA4510'THE STATION FROM THE INTERSECTION OF ROUTE 16 AND ROUTE 51, PROCEED
 FA4510'SOUTH ON ROUTE 16 FOR 5.95 KM (3.70 MI) TO THE STATION LOCATED IN THE
 FA4510'WEST RIGHT-OF-WAY OF THE ROAD AT THE ENTRANCE TO THE PROVIDENCE
 FA4510'COUNTRY CLUB. STATION IS 43.91 M (144.06 FT) S09W OF A UTILITY POLE
 FA4510'WITH A TAG, 39.92 M (130.97 FT) N20W OF A UTILITY POLE WITH A TAG,
 FA4510'28.98 M (95.08 FT) N06E OF A UTILITY POLE WITH A TAG, AND 10.05 M
 FA4510'(32.97 FT)  N74W OF THE CENTERLINE OF ROUTE 16 (PROVIDENCE ROAD).
 FA4510'TO REACH THE AZIMUTH MARK FROM GPS STATION M 105, PROCEED SOUTH ON
 FA4510'ROUTE 16 FOR 0.80 KM (0.50 MI) TO THE MARK IN THE WEST RIGHT-OF-WAY
 FA4510'OF THE ROAD, 1.46 M (4.79 FT) WEST OF THE EDGE OF THE PAVEMENT. THE
 FA4510'AZIMUTH MARK IS COMPASS BEARING S05E AND DISTANCE 866.349 M
 FA4510'(2842.347 FT) FROM THE GPS STATION. THE AZIMUTH MARK IS STAMPED 305.
 FA4510
 FA4510                          STATION RECOVERY (1996)
 FA4510
 FA4510'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4510'MARK NOT FOUND.
 FA4510
 FA4510                          STATION RECOVERY (2000)
 FA4510
 FA4510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4510'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4511 ***********************************************************************
 FA4511  DESIGNATION -  306 AZ MK
 FA4511  PID         -  FA4511
 FA4511  STATE/COUNTY-  NC/MECKLENBURG
 FA4511  USGS QUAD   -  WEDDINGTON (1988)
 FA4511
 FA4511                         *CURRENT SURVEY CONTROL
 FA4511  ___________________________________________________________________
 FA4511* NAD 83(2001)-  35 01 30.99285(N)    080 50 25.98380(W)     NO CHECK  
 FA4511* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 FA4511  ___________________________________________________________________
 FA4511  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FA4511  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA4511  HORZ ORDER  -  THIRD
 FA4511
 FA4511.The horizontal coordinates were established by classical geodetic methods
 FA4511.and adjusted by the National Geodetic Survey in August 2005.
 FA4511.No horizontal observational check was made to the station.
 FA4511
 FA4511.The orthometric height was scaled from a topographic map.
 FA4511
 FA4511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4511
 FA4511.The geoid height was determined by GEOID03.
 FA4511
 FA4511;                    North         East     Units Scale Factor Converg.
 FA4511;SPC NC       -   143,023.331   441,662.084   MT  0.99988036   -1 03 44.3
 FA4511;SPC NC       -   469,235.71  1,449,019.69   sFT  0.99988036   -1 03 44.3
 FA4511;UTM  17      - 3,875,857.676   514,545.511   MT  0.99960261   +0 05 29.5
 FA4511
 FA4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4511!SPC NC       -   0.99997325  x   0.99988036  =   0.99985361
 FA4511!UTM  17      -   0.99997325  x   0.99960261  =   0.99957587
 FA4511
 FA4511                          SUPERSEDED SURVEY CONTROL
 FA4511
 FA4511  NAD 83(1986)-  35 01 31.00762(N)    080 50 25.99236(W) AD(       ) 3
 FA4511
 FA4511.Superseded values are not recommended for survey control.
 FA4511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4511.See file dsdata.txt to determine how the superseded data were derived.
 FA4511
 FA4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1454675858(NAD 83)
 FA4511_MARKER: A = ALUMINUM MARKER
 FA4511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4511_SP_SET: CONCRETE POST
 FA4511_STAMPING: 306
 FA4511_MARK LOGO: NC0870
 FA4511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4511+STABILITY: SURFACE MOTION
 FA4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4511+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 FA4511
 FA4511  HISTORY     - Date     Condition        Report By
 FA4511  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4511  HISTORY     - 19960319 GOOD             USPSQD
 FA4511  HISTORY     - 20000906 GOOD             NCGS
 FA4511
 FA4511                          STATION DESCRIPTION
 FA4511
 FA4511'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4511'MARK IS LOCATED IN MECKLENBURG COUNTY, 22.86 KM (14.20 MI) SOUTH OF
 FA4511'CHARLOTTE.
 FA4511'MARK REACHED BY FIRST GOING TO GPS STATION M 106. (347.77 FT) TO REACH
 FA4511'THE STATION FROM THE INTERSECTION OF U.S. 521 AND ROUTE 51, PROCEED
 FA4511'SOUTH ON U.S. 521 FOR 8.20 KM (5.10 MI) TO THE INTERSECTION OF ARDREY
 FA4511'KELL ROAD.  GO EAST ON ARDREY KELL ROAD FOR 1.12 KM (0.70 MI) TO THE
 FA4511'INTERSECTION OF MARVIN ROAD. PROCEED SOUTH ON MARVIN ROAD FOR 0.64 KM
 FA4511'(0.40 MI) TO THE STATION LOCATED IN THE EAST RIGHT-OF-WAY OF THE ROAD
 FA4511'. STATION IS 0.45 M (1.48 FT) SOUTH OF A BARBWIRE FENCE, 2.28 M
 FA4511'(7.48 FT) N11W OF A FENCE POST WITH A TAG, 5.05 M (16.57 FT) N28E OF
 FA4511'THE CENTERLINE OF MARVIN ROAD, AND 15.60 M (51.18 FT) S29E OF A CURVE
 FA4511'AHEAD SIGN.
 FA4511'TO REACH THE AZIMUTH MARK FROM GPS STATION M 106, PROCEED NORTH ON
 FA4511'MARVIN ROAD FOR 0.64 KM (0.40 MI) TO THE INTERSECTION OF ARDREY KELL
 FA4511'ROAD. GO WEST ON ARDREY KELL ROAD FOR 0.24 KM (0.15 MI) TO AZMITH
 FA4511'LOCATED IN THE NORTH RIGHT-OF-WAY OF THE ROAD, 1.67 M (5.48 FT) NORTH
 FA4511'OF THE EDGE OF THE PAVEMENT.  THE AZIMUTH MARK IS COMPASS BEARING
 FA4511'N59W AND DISTANCE 620.859 M (2036.935 FT) FROM THE GPS STATION. THE
 FA4511'AZIMUTH MARK IS STAMPED 306.
 FA4511
 FA4511                          STATION RECOVERY (1996)
 FA4511
 FA4511'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4511'RECOVERED IN GOOD CONDITION.
 FA4511
 FA4511                          STATION RECOVERY (2000)
 FA4511
 FA4511'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA4511'STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTH OF CHARLOTTE AND 4.4
 FA4511'MI (7.1 KM) WEST OF WEDDINGTON. PROCEED ALONG US 521 FOR 0.5 MI (0.8
 FA4511'KM) NORTH FROM THE NC/SC STATE LINE, THENCE EAST FOR 0.5 MI (0.8 KM)
 FA4511'ALONG ARDREY-KELL ROAD, ON THE NORTH SIDE OF THE ROAD. MARK IS ABOUT
 FA4511'1-FOOT LOWER THAN ARDREY-KELL ROAD AND IS RECESSED 3 INCHES BELOW THE
 FA4511'GROUND.  LOCATED 14.0 FT (4.3 M) NORTHWEST OF THE CENTERLINE OF
 FA4511'ARDREY-KELL ROAD, 17.8 FT (5.4 M) SOUTH OF A FIBERGLASS RIGHT-OF-WAY
 FA4511'MARKER, 226.5 FT (69.0 M) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, AND
 FA4511'12.2 FT (3.7 M) SOUTHWEST OF A CORNER FENCE POST, 78.2 FT (23.8 M)
 FA4511'EAST-SOUTHEAST OF A 12-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4512 ***********************************************************************
 FA4512  DESIGNATION -  307 AZ MK
 FA4512  PID         -  FA4512
 FA4512  STATE/COUNTY-  NC/MECKLENBURG
 FA4512  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4512
 FA4512                         *CURRENT SURVEY CONTROL
 FA4512  ___________________________________________________________________
 FA4512* NAD 83(2001)-  35 14 17.65224(N)    080 54 50.65729(W)     NO CHECK  
 FA4512* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 FA4512  ___________________________________________________________________
 FA4512  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 FA4512  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FA4512  HORZ ORDER  -  THIRD
 FA4512
 FA4512.The horizontal coordinates were established by classical geodetic methods
 FA4512.and adjusted by the National Geodetic Survey in August 2005.
 FA4512.No horizontal observational check was made to the station.
 FA4512
 FA4512.The orthometric height was scaled from a topographic map.
 FA4512
 FA4512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4512
 FA4512.The geoid height was determined by GEOID03.
 FA4512
 FA4512;                    North         East     Units Scale Factor Converg.
 FA4512;SPC NC       -   166,769.379   435,410.075   MT  0.99987262   -1 06 17.1
 FA4512;SPC NC       -   547,142.54  1,428,507.89   sFT  0.99987262   -1 06 17.1
 FA4512;UTM  17      - 3,899,466.515   507,818.327   MT  0.99960075   +0 02 58.5
 FA4512
 FA4512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4512!SPC NC       -   0.99997061  x   0.99987262  =   0.99984323
 FA4512!UTM  17      -   0.99997061  x   0.99960075  =   0.99957137
 FA4512
 FA4512                          SUPERSEDED SURVEY CONTROL
 FA4512
 FA4512  NAD 83(1986)-  35 14 17.66631(N)    080 54 50.66454(W) AD(       ) 3
 FA4512
 FA4512.Superseded values are not recommended for survey control.
 FA4512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4512.See file dsdata.txt to determine how the superseded data were derived.
 FA4512
 FA4512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0781899467(NAD 83)
 FA4512_MARKER: A = ALUMINUM MARKER
 FA4512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4512_SP_SET: CONCRETE POST
 FA4512_STAMPING: 307
 FA4512_MARK LOGO: NC0870
 FA4512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4512+STABILITY: SURFACE MOTION
 FA4512
 FA4512  HISTORY     - Date     Condition        Report By
 FA4512  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4512  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 FA4512
 FA4512                          STATION DESCRIPTION
 FA4512
 FA4512'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4512'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.11 KM (3.80 MI) WEST OF
 FA4512'CHARLOTTE.
 FA4512'MARK REACHED FIRST BY GOING TO GPS STATION M 107. (351.05 FT) TO REACH
 FA4512'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND ROUTE 27
 FA4512'(FREEDOM DRIVE), PROCEED SOUTH ON INTERSTATE 85 FOR 1.52 KM
 FA4512'(0.94 MI) TO THE STATION LOCATED IN THE MEDIAN OF INTERSTATE 85.
 FA4512'STATION IS 2.59 M (8.50 FT)  NORTH OF THE NORTH LANE OF INTERSTATE
 FA4512'85, 6.73 M (22.08 FT) SOUTH OF THE SOUTH LANE OF INTERSTATE 85,
 FA4512'(APPX) 38.09 M (124.97 FT) S10E OF A FENCE POST WITH A TAG LOCATED
 FA4512'NORTH OF THE SOUTH LANE OF INTERSTATE 85, AND 32.00 M (104.99 FT)
 FA4512'S15W OF A SWEET GUM TREE WITH A TAG.
 FA4512'THE AZIMUTH MARK FOR GPS STATION M 107 (351.05 FT) IS LOCATED 0.56 KM
 FA4512'(0.35 MI)  WEST OF THE STATION. TO REACH THE AZIMUTH MARK FROM GPS
 FA4512'STATION M 107, PROCEED IN THE SOUTH LANE OF INTERSTATE 85 TO EXIT 33
 FA4512'(BILLY GRAHAM PKWY). GO SOUTH ON THE BILLY GRAHAM PKWY FOR 0.16 KM
 FA4512'(0.10 MI) TO THE ON RAMP OF INTERSTATE 85. PROCEED ON RAMP UNTIL IT
 FA4512'MEETS I-85 TO THE AZIMUTH LOCATED IN THE MEDIAN, 1.00 M (3.28 FT)
 FA4512'NORTH OF THE NORTH LANE OF INTERSTATE 85. THE AZIMUTH MARK IS COMPASS
 FA4512'BEARING S72W AND DISTANCE 558.203 M (1831.371 FT) FROM THE GPS
 FA4512'STATION. THE AZIMUTH MARK IS STAMPED 307.
 FA4512
 FA4512                          STATION RECOVERY (1996)
 FA4512
 FA4512'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4513 ***********************************************************************
 FA4513  DESIGNATION -  308 AZ MK
 FA4513  PID         -  FA4513
 FA4513  STATE/COUNTY-  NC/MECKLENBURG
 FA4513  USGS QUAD   -  DERITA (1993)
 FA4513
 FA4513                         *CURRENT SURVEY CONTROL
 FA4513  ___________________________________________________________________
 FA4513* NAD 83(2001)-  35 16 42.58822(N)    080 48 28.31826(W)     NO CHECK  
 FA4513* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 FA4513  ___________________________________________________________________
 FA4513  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 FA4513  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA4513  HORZ ORDER  -  THIRD
 FA4513
 FA4513.The horizontal coordinates were established by classical geodetic methods
 FA4513.and adjusted by the National Geodetic Survey in August 2005.
 FA4513.No horizontal observational check was made to the station.
 FA4513
 FA4513.The orthometric height was scaled from a topographic map.
 FA4513
 FA4513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4513
 FA4513.The geoid height was determined by GEOID03.
 FA4513
 FA4513;                    North         East     Units Scale Factor Converg.
 FA4513;SPC NC       -   171,053.536   445,155.577   MT  0.99987270   -1 02 36.4
 FA4513;SPC NC       -   561,198.14  1,460,481.26   sFT  0.99987270   -1 02 36.4
 FA4513;UTM  17      - 3,903,944.924   517,472.929   MT  0.99960376   +0 06 39.5
 FA4513
 FA4513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4513!SPC NC       -   0.99996777  x   0.99987270  =   0.99984047
 FA4513!UTM  17      -   0.99996777  x   0.99960376  =   0.99957154
 FA4513
 FA4513                          SUPERSEDED SURVEY CONTROL
 FA4513
 FA4513  NAD 83(1986)-  35 16 42.60291(N)    080 48 28.32661(W) AD(       ) 3
 FA4513
 FA4513.Superseded values are not recommended for survey control.
 FA4513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4513.See file dsdata.txt to determine how the superseded data were derived.
 FA4513
 FA4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1747303945(NAD 83)
 FA4513_MARKER: A = ALUMINUM MARKER
 FA4513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4513_SP_SET: CONCRETE POST
 FA4513_STAMPING: 308
 FA4513_MARK LOGO: NC0870
 FA4513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4513+STABILITY: SURFACE MOTION
 FA4513
 FA4513  HISTORY     - Date     Condition        Report By
 FA4513  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4513  HISTORY     - 19970929 MARK NOT FOUND   USPSQD
 FA4513  HISTORY     - 19990129 MARK NOT FOUND   USPSQD
 FA4513
 FA4513                          STATION DESCRIPTION
 FA4513
 FA4513'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4513'MARK IS LOCATED IN MECKLENBURG COUNTY, 6.4 KM (3.98 MI) NORTH OF
 FA4513'DOWNTOWN CHARLOTTE.
 FA4513'MARK REACHED BY FIRST GOING TO GPS STATION M 108. (354.33 FT) TO REACH
 FA4513'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND S.R.2540
 FA4513'(GRAHAM STREET), PROCEED SOUTH ON S.R.2540 FOR 0.32 KM (0.20 MI) TO
 FA4513'STATION LOCATED IN THE WEST RIGHT-OF-WAY OF THE ROAD. STATION IS 0.39
 FA4513'M (1.28 FT) N50W OF THE EDGE OF THE PAVEMENT OF GRAHAM STREET, 3.93 M
 FA4513'(12.89 FT) S50W OF A UTILITY POLE WITH A TAG, 4.29 M (14.07 FT) S50E
 FA4513'OF THE SOUTHWEST TRACK OF A RAILROAD SPUR LINE, AND 36.05 M
 FA4513'(118.27 FT) N40E OF A UTILITY POLE WITH A TAG.
 FA4513'TO REACH THE AZIMUTH MARK FROM GPS STATION M 108, PROCEED NORTHEAST ON
 FA4513'S.R.2540 FOR 0.48 KM (0.30 MI) TO THE MARK LOCATED AT THE
 FA4513'INTERSECTION OF GRAHAM STREET AND THE INTERSTATE 85 ACCESS ROAD,
 FA4513'60.95 M (199.97 FT) NORTHWEST OF THE INTERSECTION ON THE EAST
 FA4513'RIGHT-OF-WAY OF THE ACCESS ROAD, AND 1.06 M (3.48 FT) FROM THE EDGE
 FA4513'OF THE PAVEMENT. THE AZIMUTH MARK IS COMPASS BEARING N31E AND
 FA4513'DISTANCE 464.348 M (1523.448 FT) FROM THE GPS STATION. THE AZIMUTH
 FA4513'MARK IS STAMPED 308.
 FA4513
 FA4513                          STATION RECOVERY (1997)
 FA4513
 FA4513'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA4513'MARK NOT FOUND.
 FA4513
 FA4513                          STATION RECOVERY (1999)
 FA4513
 FA4513'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4514 ***********************************************************************
 FA4514  DESIGNATION -  309 RM
 FA4514  PID         -  FA4514
 FA4514  STATE/COUNTY-  NC/MECKLENBURG
 FA4514  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA4514
 FA4514                         *CURRENT SURVEY CONTROL
 FA4514  ___________________________________________________________________
 FA4514* NAD 83(2001)-  35 21 19.15206(N)    080 54 38.69277(W)     NO CHECK  
 FA4514* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 FA4514  ___________________________________________________________________
 FA4514  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 FA4514  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FA4514  HORZ ORDER  -  THIRD
 FA4514
 FA4514.The horizontal coordinates were established by classical geodetic methods
 FA4514.and adjusted by the National Geodetic Survey in August 2005.
 FA4514.No horizontal observational check was made to the station.
 FA4514
 FA4514.The orthometric height was scaled from a topographic map.
 FA4514
 FA4514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4514
 FA4514.The geoid height was determined by GEOID03.
 FA4514
 FA4514;                    North         East     Units Scale Factor Converg.
 FA4514;SPC NC       -   179,749.422   435,962.475   MT  0.99987422   -1 06 10.2
 FA4514;SPC NC       -   589,727.90  1,430,320.22   sFT  0.99987422   -1 06 10.2
 FA4514;UTM  17      - 3,912,451.515   508,109.031   MT  0.99960081   +0 03 05.9
 FA4514
 FA4514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4514!SPC NC       -   0.99997112  x   0.99987422  =   0.99984535
 FA4514!UTM  17      -   0.99997112  x   0.99960081  =   0.99957195
 FA4514
 FA4514                          SUPERSEDED SURVEY CONTROL
 FA4514
 FA4514  NAD 83(1986)-  35 21 19.16655(N)    080 54 38.70051(W) AD(       ) 3
 FA4514
 FA4514.Superseded values are not recommended for survey control.
 FA4514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4514.See file dsdata.txt to determine how the superseded data were derived.
 FA4514
 FA4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0810912452(NAD 83)
 FA4514_MARKER: A = ALUMINUM MARKER
 FA4514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4514_SP_SET: CONCRETE POST
 FA4514_STAMPING: 309
 FA4514_MARK LOGO: NC0870
 FA4514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4514+STABILITY: SURFACE MOTION
 FA4514
 FA4514  HISTORY     - Date     Condition        Report By
 FA4514  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4514
 FA4514                          STATION DESCRIPTION
 FA4514
 FA4514'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4514'MARK IS LOCATED IN MECKLENBURG COUNTY, 15.77 KM (9.80 MI) NORTHWEST OF
 FA4514'CHARLOTTE.
 FA4514'MARK REACHED BY FIRST GOING TO GPS STATION M 109. (357.61 FT) TO REACH
 FA4514'THE STATION FROM THE INTERSECTION OF ROUTE 16 AND S.R. 2004 (MT
 FA4514'HOLLY-HUNTERSVILLE ROAD), PROCEED NORTH ON S.R. 2074 (BEATTIES FORD
 FA4514'ROAD) FOR 2.41 KM (1.50 MI) TO THE INTERSECTION OF S.R.2125 (SAMPLES
 FA4514'ROAD). GO SOUTHWEST FOR 1.77 KM (1.10 MI) TO THE STATION LOCATED IN
 FA4514'THE LATTA PLANTATION PARK ON THE SOUTH RIGHT-OF-WAY OF THE ROAD.
 FA4514'STATION IS 1.67 M (5.48 FT) S47E OF THE EDGE OF THE PAVEMENT, 4.72 M
 FA4514'(15.49 FT) S47E OF THE CENTERLINE OF S.R. 2125, 22.34 N86E OF A
 FA4514'THREE-INCH PINE TREE WITH A TAG, AND 2.86 M (9.38 FT) N58W OF A SMALL
 FA4514'ONE-INCH LONE PINE TREE.
 FA4514'TO REACH THE REFERENCE MARK FROM GPS STATION M 109, PROCEED EAST ON
 FA4514'SAMPLES ROAD FOR 0.24 KM (0.15 MI) TO THE MARK LOCATED IN THE NORTH
 FA4514'RIGHT-OF-WAY OF THE ROAD, 3.87 M (12.70 FT) NORTH OF THE EDGE OF THE
 FA4514'PAVEMENT. THE MARK IS COMPASS BEARING N43E AND DISTANCE 240.325 M
 FA4514'(788.466 FT) FROM THE GPS STATION. THE REFERENCE MARK IS STAMPED 309.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0371 ***********************************************************************
 FC0371  DESIGNATION -  30=9
 FC0371  PID         -  FC0371
 FC0371  STATE/COUNTY-  NC/CHEROKEE
 FC0371  USGS QUAD   -  MURPHY (1990)
 FC0371
 FC0371                         *CURRENT SURVEY CONTROL
 FC0371  ___________________________________________________________________
 FC0371* NAD 83(1986)-  35 05 08.     (N)    084 02 12.     (W)     SCALED    
 FC0371* NAVD 88     -       468.670  (meters)    1537.63   (feet)  ADJUSTED  
 FC0371  ___________________________________________________________________
 FC0371  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC0371  DYNAMIC HT  -         468.191 (meters)    1536.06  (feet)  COMP
 FC0371  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 FC0371
 FC0371  VERT ORDER  -  SECOND    CLASS 0
 FC0371
 FC0371.The horizontal coordinates were scaled from a topographic map and have
 FC0371.an estimated accuracy of +/- 6 seconds.
 FC0371
 FC0371.The orthometric height was determined by differential leveling
 FC0371.and adjusted in June 1991.
 FC0371
 FC0371.The geoid height was determined by GEOID03.
 FC0371
 FC0371.The dynamic height is computed by dividing the NAVD 88
 FC0371.geopotential number by the normal gravity value computed on the
 FC0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0371.degrees latitude (g = 980.6199 gals.).
 FC0371
 FC0371.The modeled gravity was interpolated from observed gravity values.
 FC0371
 FC0371;                    North         East    Units  Estimated Accuracy
 FC0371;SPC NC       -   159,800.      150,550.      MT  (+/- 180 meters Scaled)
 FC0371
 FC0371                          SUPERSEDED SURVEY CONTROL
 FC0371
 FC0371  NGVD 29 (??/??/92)  468.70   (m)         1537.7    (f) COMPUTED    2 0
 FC0371
 FC0371.Superseded values are not recommended for survey control.
 FC0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0371.See file dsdata.txt to determine how the superseded data were derived.
 FC0371
 FC0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD701865(NAD 83)
 FC0371_MARKER: X = CHISELED CROSS
 FC0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0371_SP_SET: WINGWALL
 FC0371_MARK LOGO: USE   
 FC0371_PROJECTION: FLUSH
 FC0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0371
 FC0371  HISTORY     - Date     Condition        Report By
 FC0371  HISTORY     - UNK      MONUMENTED       DOD
 FC0371  HISTORY     - 1949     MARK NOT FOUND   CGS
 FC0371  HISTORY     - 19890510 MARK NOT FOUND   NCGS
 FC0371
 FC0371                          STATION DESCRIPTION
 FC0371
 FC0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FC0371'AT MURPHY.
 FC0371'AT MURPHY, CHEROKEE COUNTY, 200 FEET SOUTHWEST OF THE LOUISVILLE
 FC0371'AND NASHVILLE RAILROAD STATION, ON U.S. HIGHWAY 19, AT THE
 FC0371'BRIDGE OVER HIWASSEE RIVER, ON THE TOP OF THE PARAPET OF THE
 FC0371'EAST WINGWALL, 12 FEET SOUTHEAST OF THE CENTERLINE OF THE
 FC0371'HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.  A
 FC0371'CHISELED CROSS, MARKED BM NO. 9.
 FC0371
 FC0371                          STATION RECOVERY (1989)
 FC0371
 FC0371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (WCB)
 FC0371'STATION MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9331 ***********************************************************************
 DE9331  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9331  DESIGNATION -  30E 200
 DE9331  PID         -  DE9331
 DE9331  STATE/COUNTY-  NC/GUILFORD
 DE9331  USGS QUAD   -  GREENSBORO (1994)
 DE9331
 DE9331                         *CURRENT SURVEY CONTROL
 DE9331  ___________________________________________________________________
 DE9331* NAD 83(2007)-  36 05 52.74801(N)    079 45 23.01568(W)     ADJUSTED  
 DE9331* NAVD 88     -       223.27   (meters)     732.5    (feet)  GPS OBS   
 DE9331  ___________________________________________________________________
 DE9331  EPOCH DATE  -        2002.00
 DE9331  X           -     917,578.725 (meters)                     COMP
 DE9331  Y           -  -5,077,512.357 (meters)                     COMP
 DE9331  Z           -   3,737,095.576 (meters)                     COMP
 DE9331  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 DE9331  ELLIP HEIGHT-         192.403 (meters)          (02/10/07) ADJUSTED
 DE9331  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9331
 DE9331  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9331  Type    PID    Designation                      North   East  Ellip
 DE9331  -------------------------------------------------------------------
 DE9331  NETWORK DE9331 30E 200                           0.92   0.73   1.37
 DE9331  -------------------------------------------------------------------
 DE9331
 DE9331.The horizontal coordinates were established by GPS observations
 DE9331.and adjusted by the National Geodetic Survey in February 2007.
 DE9331
 DE9331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9331.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9331.The horizontal coordinates are valid at the epoch date displayed above.
 DE9331.The epoch date for horizontal control is a decimal equivalence
 DE9331.of Year/Month/Day.
 DE9331
 DE9331.The orthometric height was determined by GPS observations and a
 DE9331.high-resolution geoid model.
 DE9331.The orthometric height was determined by GPS observations and a
 DE9331.high-resolution geoid model using precise GPS observation and
 DE9331.processing techniques.
 DE9331
 DE9331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9331
 DE9331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9331
 DE9331.The ellipsoidal height was determined by GPS observations
 DE9331.and is referenced to NAD 83.
 DE9331
 DE9331.The geoid height was determined by GEOID03.
 DE9331
 DE9331;                    North         East     Units Scale Factor Converg.
 DE9331;SPC NC       -   260,732.345   541,488.397   MT  0.99998156   -0 26 11.6
 DE9331;SPC NC       -   855,419.37  1,776,533.18   sFT  0.99998156   -0 26 11.6
 DE9331;UTM  17      - 3,995,532.424   611,947.215   MT  0.99975442   +0 43 58.0
 DE9331
 DE9331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9331!SPC NC       -   0.99996980  x   0.99998156  =   0.99995136
 DE9331!UTM  17      -   0.99996980  x   0.99975442  =   0.99972423
 DE9331
 DE9331:                Primary Azimuth Mark                     Grid Az
 DE9331:SPC NC       -  30E 201                                  028 37 39.0
 DE9331:UTM  17      -  30E 201                                  027 27 29.4
 DE9331
 DE9331|---------------------------------------------------------------------|
 DE9331| PID    Reference Object                     Distance      Geod. Az  |
 DE9331|                                                           dddmmss.s |
 DE9331| DE9332 30E 201                             455.850 METERS 0281127.4 |
 DE9331|---------------------------------------------------------------------|
 DE9331
 DE9331                          SUPERSEDED SURVEY CONTROL
 DE9331
 DE9331  NAD 83(2001)-  36 05 52.74843(N)    079 45 23.01531(W) AD(       ) 1
 DE9331  ELLIP H (03/13/03)  192.400  (m)                       GP(       ) 4 2
 DE9331  NAD 83(1986)-  36 05 52.75492(N)    079 45 23.02201(W) AD(       ) 1
 DE9331
 DE9331.Superseded values are not recommended for survey control.
 DE9331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9331.See file dsdata.txt to determine how the superseded data were derived.
 DE9331
 DE9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1194795532(NAD 83)
 DE9331_MARKER: DD = SURVEY DISK
 DE9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9331_STAMPING: 30E.200 7/97
 DE9331_MARK LOGO: NC1940
 DE9331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9331+STABILITY: SURFACE MOTION
 DE9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9331+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9331
 DE9331  HISTORY     - Date     Condition        Report By
 DE9331  HISTORY     - 1997     MONUMENTED       NC1940
 DE9331
 DE9331                          STATION DESCRIPTION
 DE9331
 DE9331'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9331'STATION IS LOCATED IN GREENSBORO, ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 DE9331'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF PHILLIPS
 DE9331'AVENUE AND SHARONBROOK DRIVE.
 DE9331'PROCEED ALONG PHILLIPS AVENUE FOR 0.4 MI (0.6 KM) EAST FROM THE BRIDGE
 DE9331'OVER OHENRY BOULEVARD (US 29) TO SHARONBROOK DRIVE AND STATION IN THE
 DE9331'NORTHWEST QUADRANT OF INTERSECTION.
 DE9331'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF PHILLIPS AVENUE, AND
 DE9331'FLUSH WITH THE GROUND. LOCATED 40.1 FT (12.2 M) NORTH-NORTHEAST OF THE
 DE9331'CENTERLINE OF PHILLIPS AVENUE, 46.8 FT (14.3 M) WEST-NORTHWEST OF THE
 DE9331'CENTERLINE OF SHARONBROOK DRIVE, 18.8 FT (5.7 M) NORTHWEST OF A POWER
 DE9331'POLE WITH LIGHT, AND 49.0 FT (14.9 M) SOUTH OF AN ABOVE GROUND
 DE9331'PIEDMONT NATURAL GAS LINE (FENCED IN).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9332 ***********************************************************************
 DE9332  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9332  DESIGNATION -  30E 201
 DE9332  PID         -  DE9332
 DE9332  STATE/COUNTY-  NC/GUILFORD
 DE9332  USGS QUAD   -  GREENSBORO (1994)
 DE9332
 DE9332                         *CURRENT SURVEY CONTROL
 DE9332  ___________________________________________________________________
 DE9332* NAD 83(2007)-  36 06 05.78314(N)    079 45 14.40621(W)     ADJUSTED  
 DE9332* NAVD 88     -       222.31   (meters)     729.4    (feet)  GPS OBS   
 DE9332  ___________________________________________________________________
 DE9332  EPOCH DATE  -        2002.00
 DE9332  X           -     917,748.413 (meters)                     COMP
 DE9332  Y           -  -5,077,240.332 (meters)                     COMP
 DE9332  Z           -   3,737,419.649 (meters)                     COMP
 DE9332  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 DE9332  ELLIP HEIGHT-         191.439 (meters)          (02/10/07) ADJUSTED
 DE9332  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DE9332
 DE9332  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9332  Type    PID    Designation                      North   East  Ellip
 DE9332  -------------------------------------------------------------------
 DE9332  NETWORK DE9332 30E 201                           1.14   0.88   1.84
 DE9332  -------------------------------------------------------------------
 DE9332
 DE9332.The horizontal coordinates were established by GPS observations
 DE9332.and adjusted by the National Geodetic Survey in February 2007.
 DE9332
 DE9332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9332.The horizontal coordinates are valid at the epoch date displayed above.
 DE9332.The epoch date for horizontal control is a decimal equivalence
 DE9332.of Year/Month/Day.
 DE9332
 DE9332.The orthometric height was determined by GPS observations and a
 DE9332.high-resolution geoid model.
 DE9332.The orthometric height was determined by GPS observations and a
 DE9332.high-resolution geoid model using precise GPS observation and
 DE9332.processing techniques.
 DE9332
 DE9332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9332
 DE9332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9332
 DE9332.The ellipsoidal height was determined by GPS observations
 DE9332.and is referenced to NAD 83.
 DE9332
 DE9332.The geoid height was determined by GEOID03.
 DE9332
 DE9332;                    North         East     Units Scale Factor Converg.
 DE9332;SPC NC       -   261,132.463   541,706.800   MT  0.99998249   -0 26 06.7
 DE9332;SPC NC       -   856,732.09  1,777,249.73   sFT  0.99998249   -0 26 06.7
 DE9332;UTM  17      - 3,995,936.823   612,157.359   MT  0.99975500   +0 44 03.3
 DE9332
 DE9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9332!SPC NC       -   0.99996995  x   0.99998249  =   0.99995245
 DE9332!UTM  17      -   0.99996995  x   0.99975500  =   0.99972496
 DE9332
 DE9332:                Primary Azimuth Mark                     Grid Az
 DE9332:SPC NC       -  30E 200                                  208 37 39.2
 DE9332:UTM  17      -  30E 200                                  207 27 29.2
 DE9332
 DE9332|---------------------------------------------------------------------|
 DE9332| PID    Reference Object                     Distance      Geod. Az  |
 DE9332|                                                           dddmmss.s |
 DE9332| DE9331 30E 200                             455.850 METERS 2081132.5 |
 DE9332|---------------------------------------------------------------------|
 DE9332
 DE9332                          SUPERSEDED SURVEY CONTROL
 DE9332
 DE9332  NAD 83(2001)-  36 06 05.78355(N)    079 45 14.40585(W) AD(       ) 1
 DE9332  ELLIP H (03/13/03)  191.437  (m)                       GP(       ) 4 2
 DE9332  NAD 83(1986)-  36 06 05.79001(N)    079 45 14.41264(W) AD(       ) 1
 DE9332
 DE9332.Superseded values are not recommended for survey control.
 DE9332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9332.See file dsdata.txt to determine how the superseded data were derived.
 DE9332
 DE9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1215795937(NAD 83)
 DE9332_MARKER: DD = SURVEY DISK
 DE9332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9332_STAMPING: 30E.201 7/97
 DE9332_MARK LOGO: NC1940
 DE9332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9332+STABILITY: SURFACE MOTION
 DE9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9332+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9332
 DE9332  HISTORY     - Date     Condition        Report By
 DE9332  HISTORY     - 1997     MONUMENTED       NC1940
 DE9332
 DE9332                          STATION DESCRIPTION
 DE9332
 DE9332'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9332'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) NORTHEAST OF
 DE9332'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF AUTUMN DRIVE
 DE9332'AND WELLINGTON DRIVE.
 DE9332'PROCEED ALONG PHILLIPS AVENUE FOR 0.35 MI (0.56 KM) EAST FROM THE
 DE9332'BRIDGE OVER OHENRY BOULEVARD (US 29), THENCE LEFT/NORTHEAST ALONG
 DE9332'AUTUMN DRIVE FOR 0.3 MI (0.5 KM) TO END OF AUTUMN DRIVE AND STATION,
 DE9332'ON RIGHT AND APPROXIMATELY 60-FEET SOUTH OF INTERSECTION WITH
 DE9332'WELLINGTON DRIVE.
 DE9332'MARK IS ABOUT 6 FEET (1.8 M) LOWER THAN THE CENTER OF ROAD, AND
 DE9332'RECESSED 2-INCHES BELOW THE GROUND. LOCATED 75.0 FT (22.9 M) SOUTHEAST
 DE9332'OF THE CENTERLINE OF ROAD, 113.5 FT (34.6 M) SOUTH-SOUTHWEST OF FIRE
 DE9332'HYDRANT (LOCATED NORTHEAST OF INTERSECTION), 96.0 FT (29.3 M) EAST OF
 DE9332'A 5-INCH SYCAMORE TREE, AND 26.0 FT (7.9 M) NORTHWEST OF THE BANK OF
 DE9332'MUDDY CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1529 ***********************************************************************
 EZ1529  DESIGNATION -  31
 EZ1529  PID         -  EZ1529
 EZ1529  STATE/COUNTY-  NC/MONTGOMERY
 EZ1529  USGS QUAD   -  STAR (1994)
 EZ1529
 EZ1529                         *CURRENT SURVEY CONTROL
 EZ1529  ___________________________________________________________________
 EZ1529* NAD 83(1986)-  35 24 07.     (N)    079 47 04.     (W)     SCALED    
 EZ1529* NAVD 88     -       197.668  (meters)     648.52   (feet)  ADJUSTED  
 EZ1529  ___________________________________________________________________
 EZ1529  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 EZ1529  DYNAMIC HT  -         197.493 (meters)     647.94  (feet)  COMP
 EZ1529  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 EZ1529
 EZ1529  VERT ORDER  -  SECOND    CLASS 0
 EZ1529
 EZ1529.The horizontal coordinates were scaled from a topographic map and have
 EZ1529.an estimated accuracy of +/- 6 seconds.
 EZ1529
 EZ1529.The orthometric height was determined by differential leveling
 EZ1529.and adjusted in June 1991.
 EZ1529
 EZ1529.The geoid height was determined by GEOID03.
 EZ1529
 EZ1529.The dynamic height is computed by dividing the NAVD 88
 EZ1529.geopotential number by the normal gravity value computed on the
 EZ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1529.degrees latitude (g = 980.6199 gals.).
 EZ1529
 EZ1529.The modeled gravity was interpolated from observed gravity values.
 EZ1529
 EZ1529;                    North         East    Units  Estimated Accuracy
 EZ1529;SPC NC       -   183,530.      538,350.      MT  (+/- 180 meters Scaled)
 EZ1529
 EZ1529                          SUPERSEDED SURVEY CONTROL
 EZ1529
 EZ1529  NGVD 29 (??/??/92)  197.914  (m)          649.32   (f) ADJ UNCH    2 0
 EZ1529
 EZ1529.Superseded values are not recommended for survey control.
 EZ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1529.See file dsdata.txt to determine how the superseded data were derived.
 EZ1529
 EZ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV103182(NAD 83)
 EZ1529_MARKER: DD = SURVEY DISK
 EZ1529_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EZ1529_SP_SET: BRIDGE PIER
 EZ1529_STAMPING: 31 1934
 EZ1529_MARK LOGO: USFS  
 EZ1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1529
 EZ1529  HISTORY     - Date     Condition        Report By
 EZ1529  HISTORY     - 1934     MONUMENTED       USFS
 EZ1529  HISTORY     - 1935     GOOD             NGS
 EZ1529  HISTORY     - 1963     GOOD             NGS
 EZ1529  HISTORY     - 1981     GOOD             NCGS
 EZ1529
 EZ1529                          STATION DESCRIPTION
 EZ1529
 EZ1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1529'AT STAR.
 EZ1529'LOCATED AT STAR, 100 YARDS SOUTH OF WATER TANK, 4.2 FEET EAST
 EZ1529'OF EAST RAIL OF NORFOLK AND SOUTHERN RAILWAY, 2.1 FEET BELOW
 EZ1529'THE BASE OF THE RAIL, ON THE EAST END OF SOUTH PIER OF RAILROAD
 EZ1529'OVERHEAD BRIDGE.  STANDARD DISK SET FLUSH WITH CONCRETE.  STAMPED
 EZ1529'31 - 1934.
 EZ1529
 EZ1529                          STATION RECOVERY (1963)
 EZ1529
 EZ1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EZ1529'RECOVERED IN GOOD CONDITION.
 EZ1529
 EZ1529                          STATION RECOVERY (1981)
 EZ1529
 EZ1529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1529'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  MARK IS A
 EZ1529'USDA FOREST SERVICE DISK SET IN THE TOP OF THE SOUTHEAST PIER OF THE
 EZ1529'RAILROAD OVERPASS BRIDGE, APPROXIMATELY 0.2 MILE SOUTH OF THE NEW
 EZ1529'MUNICIPAL TANK, 4.2 FEET EAST OF EAST RAIL OF TRACK.
 EZ1529'THE MARK IS 2 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1227 ***********************************************************************
 FY1227  DESIGNATION -  31
 FY1227  PID         -  FY1227
 FY1227  STATE/COUNTY-  NC/GUILFORD
 FY1227  USGS QUAD   -  GREENSBORO (1994)
 FY1227
 FY1227                         *CURRENT SURVEY CONTROL
 FY1227  ___________________________________________________________________
 FY1227* NAD 83(1986)-  36 04 11.     (N)    079 47 26.     (W)     SCALED    
 FY1227* NAVD 88     -       252.303  (meters)     827.76   (feet)  ADJUSTED  
 FY1227  ___________________________________________________________________
 FY1227  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 FY1227  DYNAMIC HT  -         252.094 (meters)     827.08  (feet)  COMP
 FY1227  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 FY1227
 FY1227  VERT ORDER  -  FIRST     CLASS II
 FY1227
 FY1227.The horizontal coordinates were scaled from a topographic map and have
 FY1227.an estimated accuracy of +/- 6 seconds.
 FY1227
 FY1227.The orthometric height was determined by differential leveling
 FY1227.and adjusted in June 1991.
 FY1227
 FY1227.The geoid height was determined by GEOID03.
 FY1227
 FY1227.The dynamic height is computed by dividing the NAVD 88
 FY1227.geopotential number by the normal gravity value computed on the
 FY1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1227.degrees latitude (g = 980.6199 gals.).
 FY1227
 FY1227.The modeled gravity was interpolated from observed gravity values.
 FY1227
 FY1227;                    North         East    Units  Estimated Accuracy
 FY1227;SPC NC       -   257,620.      538,390.      MT  (+/- 180 meters Scaled)
 FY1227
 FY1227                          SUPERSEDED SURVEY CONTROL
 FY1227
 FY1227  NGVD 29 (??/??/92)  252.535  (m)          828.53   (f) ADJ UNCH    1 2
 FY1227
 FY1227.Superseded values are not recommended for survey control.
 FY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1227.See file dsdata.txt to determine how the superseded data were derived.
 FY1227
 FY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV089923(NAD 83)
 FY1227_MARKER: R = RIVET
 FY1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1227_SP_SET: SIDEWALK
 FY1227_MARK LOGO: NC1940
 FY1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1227
 FY1227  HISTORY     - Date     Condition        Report By
 FY1227  HISTORY     - UNK      MONUMENTED       LOCENG
 FY1227  HISTORY     - 1935     GOOD             CGS
 FY1227
 FY1227                          STATION DESCRIPTION
 FY1227
 FY1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1227'AT GREENSBORO.
 FY1227'AT GREENSBORO, GUILFORD COUNTY, AT THE SOUTHWEST CORNER OF THE
 FY1227'INTERSECTION OF ELM AND WASHINGTON STREETS, DIRECTLY ACROSS ELM
 FY1227'STREET FROM GREENSBORO BANK AND TRUST CO. BUILDING, 25 FEET WEST
 FY1227'OF THE CENTERLINE OF ELM STREET, 20 FEET SOUTH OF THE CENTERLINE
 FY1227'OF WASHINGTON STREET, IN AN 8-INCH HOLE FILLED WITH CONCRETE,
 FY1227'AND 6 INCHES BELOW THE SIDEWALK.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4599 ***********************************************************************
 AE4599  DESIGNATION -  31 DRD
 AE4599  PID         -  AE4599
 AE4599  STATE/COUNTY-  NC/ROWAN
 AE4599  USGS QUAD   -  CHINA GROVE (1987)
 AE4599
 AE4599                         *CURRENT SURVEY CONTROL
 AE4599  ___________________________________________________________________
 AE4599* NAD 83(1986)-  35 30 48.     (N)    080 30 11.     (W)     SCALED    
 AE4599* NAVD 88     -       238.784  (meters)     783.41   (feet)  ADJUSTED  
 AE4599  ___________________________________________________________________
 AE4599  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AE4599  DYNAMIC HT  -         238.568 (meters)     782.70  (feet)  COMP
 AE4599  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 AE4599
 AE4599  VERT ORDER  -  SECOND    CLASS II
 AE4599
 AE4599.The horizontal coordinates were scaled from a topographic map and have
 AE4599.an estimated accuracy of +/- 6 seconds.
 AE4599
 AE4599.The orthometric height was determined by differential leveling
 AE4599.and adjusted in January 2005.
 AE4599.No vertical observational check was made to the station.
 AE4599
 AE4599.The geoid height was determined by GEOID03.
 AE4599
 AE4599.The dynamic height is computed by dividing the NAVD 88
 AE4599.geopotential number by the normal gravity value computed on the
 AE4599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4599.degrees latitude (g = 980.6199 gals.).
 AE4599
 AE4599.The modeled gravity was interpolated from observed gravity values.
 AE4599
 AE4599;                    North         East    Units  Estimated Accuracy
 AE4599;SPC NC       -   196,640.      473,270.      MT  (+/- 180 meters Scaled)
 AE4599
 AE4599                          SUPERSEDED SURVEY CONTROL
 AE4599
 AE4599.No superseded survey control is available for this station.
 AE4599
 AE4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV450300(NAD 83)
 AE4599_MARKER: DB = BENCH MARK DISK
 AE4599_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE4599_SP_SET: CONCRETE STEP
 AE4599_STAMPING: 31 DRD 784 1958
 AE4599_MARK LOGO: USGS  
 AE4599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4599+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 AE4599
 AE4599  HISTORY     - Date     Condition        Report By
 AE4599  HISTORY     - 1958     MONUMENTED       USGS
 AE4599  HISTORY     - 19901024 GOOD             NCGS
 AE4599  HISTORY     - 19990807 GOOD             NCGS
 AE4599  HISTORY     - 20030501 GOOD             NCGS
 AE4599
 AE4599                          STATION DESCRIPTION
 AE4599
 AE4599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4599'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ROCKWELL AND
 AE4599'10.8 MI (17.4 KM) SOUTH OF SALISBURY. PROCEED ALONG SR 2559 (ROCK
 AE4599'GROVE CHURCH ROAD) FOR 0.3 MI (0.5 KM) SOUTH FROM NC 152, THENCE SOUTH
 AE4599'FOR 2.6 MI (4.2 KM) ALONG SR 2569 (PHANIEL CHURCH ROAD) TO PHANIEL
 AE4599'BAPTIST CHURCH AND THE STATION, IN THE STEPS ON THE NORTH SIDE OF THE
 AE4599'BUILDING. MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD. LOCATED 110.6 FT
 AE4599'(33.7 M) EAST OF THE CENTERLINE OF SR 2569, AND 0.3 FT (0.1 M) WEST OF
 AE4599'THE EAST END OF THE CHURCH STEP.
 AE4599
 AE4599                          STATION RECOVERY (1999)
 AE4599
 AE4599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999
 AE4599'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ROCKWELL AND
 AE4599'10.8 MI (17.4 KM) SOUTH OF SALISBURY.
 AE4599'PROCEED ALONG SR 2559 (ROCK GROVE CHURCH ROAD) FOR 0.3 MI (0.5 KM)
 AE4599'SOUTH FROM NC 152, THENCE SOUTH FOR 2.6 MI (4.2 KM) ALONG SR 2569
 AE4599'(PHANIEL CHURCH ROAD)TO PHANIEL BAPTIST CHURCH AND THE STATION.
 AE4599'MARK IS ABOUT 1-FOOT HIGHER THAN SR 2569, IN THE STEPS ON THE NORTH
 AE4599'SIDE OF THE BUILDING, LOCATED 110.6 FT (33.7 M) EAST OF THE CENTERLINE
 AE4599'OF SR 2569 AND 0.3 FT (9.1 CM) WEST OF THE EAST END OF THE CHURCH
 AE4599'STEP.
 AE4599
 AE4599                          STATION RECOVERY (2003)
 AE4599
 AE4599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (PAC)
 AE4599'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ROCKWELL AND
 AE4599'10.8 MI (17.4 KM) SOUTH OF SALISBURY. PROCEED ALONG SR 2559 (ROCK
 AE4599'GROVE CHURCH ROAD) FOR 0.3 MI (0.5 KM) SOUTH FROM NC 152, THENCE SOUTH
 AE4599'FOR 2.6 MI (4.2 KM) ALONG SR 2569 (PHANIEL CHURCH ROAD)TO PHANIEL
 AE4599'BAPTIST CHURCH AND THE STATION. MARK IS ABOUT 1-FOOT HIGHER THAN SR
 AE4599'2569, IN THE STEPS ON THE NORTH SIDE OF THE BUILDING, LOCATED 110.6 FT
 AE4599'(33.7 M) EAST OF THE CENTERLINE OF SR 2569 AND 0.3 FT (9.1 CM) WEST OF
 AE4599'THE EAST END OF THE CHURCH STEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5664 ***********************************************************************
 DG5664  DESIGNATION -  31 JAS
 DG5664  PID         -  DG5664
 DG5664  STATE/COUNTY-  NC/MECKLENBURG
 DG5664  USGS QUAD   -  CORNELIUS (1993)
 DG5664
 DG5664                         *CURRENT SURVEY CONTROL
 DG5664  ___________________________________________________________________
 DG5664* NAD 83(1986)-  35 29 42.     (N)    080 50 21.     (W)     SCALED    
 DG5664* NAVD 88     -       250.363  (meters)     821.40   (feet)  ADJUSTED  
 DG5664  ___________________________________________________________________
 DG5664  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DG5664  DYNAMIC HT  -         250.132 (meters)     820.64  (feet)  COMP
 DG5664  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 DG5664
 DG5664  VERT ORDER  -  SECOND    CLASS II
 DG5664
 DG5664.The horizontal coordinates were scaled from a topographic map and have
 DG5664.an estimated accuracy of +/- 6 seconds.
 DG5664
 DG5664.The orthometric height was determined by differential leveling
 DG5664.and adjusted in December 2004.
 DG5664.No vertical observational check was made to the station.
 DG5664
 DG5664.The geoid height was determined by GEOID03.
 DG5664
 DG5664.The dynamic height is computed by dividing the NAVD 88
 DG5664.geopotential number by the normal gravity value computed on the
 DG5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5664.degrees latitude (g = 980.6199 gals.).
 DG5664
 DG5664.The modeled gravity was interpolated from observed gravity values.
 DG5664
 DG5664;                    North         East    Units  Estimated Accuracy
 DG5664;SPC NC       -   195,120.      442,750.      MT  (+/- 180 meters Scaled)
 DG5664
 DG5664                          SUPERSEDED SURVEY CONTROL
 DG5664
 DG5664.No superseded survey control is available for this station.
 DG5664
 DG5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV145279(NAD 83)
 DG5664_MARKER: DB = BENCH MARK DISK
 DG5664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG5664_STAMPING: 31 JAS 1965 822
 DG5664_MARK LOGO: USGS  
 DG5664_PROJECTION: RECESSED 3 CENTIMETERS
 DG5664_MAGNETIC: I = MARKER IS A STEEL ROD
 DG5664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5664+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 DG5664_ROD/PIPE-DEPTH: 15   meters
 DG5664
 DG5664  HISTORY     - Date     Condition        Report By
 DG5664  HISTORY     - 1965     MONUMENTED       USGS
 DG5664  HISTORY     - 19990203 GOOD             NCGS
 DG5664
 DG5664                          STATION DESCRIPTION
 DG5664
 DG5664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 DG5664'STATION IS LOCATED 0.6 MI (1.0 KM) SOUTHEAST OF DAVIDSON. ALONG
 DG5664'CONCORD ROAD (OLD NC 73) FOR 0.6 MI (1.0 KM) SOUTHEAST FROM NC 115 IN
 DG5664'DAVIDSON, IN THE SOUTHEAST QUADRANT OF INTERSECTION WITH GREY ROAD AND
 DG5664'PINE ROAD. MARK IS ABOUT LEVEL WITH CONCORD ROAD AND RECESSED 1-INCH
 DG5664'BELOW GROUND.  LOCATED 25.5 FT (7.8 M) SOUTH-SOUTHWEST OF THE
 DG5664'CENTERLINE OF CONCORD ROAD, 81.0 FT (24.7 M) EAST OF THE CENTERLINE OF
 DG5664'PINE ROAD, 58.7 FT (17.9 M) SOUTHWEST OF PEDESTAL--AND 16.8 FT (5.1 M)
 DG5664'SOUTHEAST OF POWER POLE, 18.0 FT (5.5 M) NORTH-NORTHEAST OF 6-INCH
 DG5664'CEDAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4970 ***********************************************************************
 AJ4970  DESIGNATION -  31 LB 5
 AJ4970  PID         -  AJ4970
 AJ4970  STATE/COUNTY-  NC/BRUNSWICK
 AJ4970  USGS QUAD   -  HOLDEN BEACH (1990)
 AJ4970
 AJ4970                         *CURRENT SURVEY CONTROL
 AJ4970  ___________________________________________________________________
 AJ4970* NAD 83(2007)-  33 55 34.97625(N)    078 15 40.66182(W)     ADJUSTED  
 AJ4970* NAVD 88     -         9.83   (meters)      32.3    (feet)  LEVELING  
 AJ4970  ___________________________________________________________________
 AJ4970  EPOCH DATE  -        2002.00
 AJ4970  X           -   1,077,830.424 (meters)                     COMP
 AJ4970  Y           -  -5,186,998.088 (meters)                     COMP
 AJ4970  Z           -   3,539,659.162 (meters)                     COMP
 AJ4970  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 AJ4970  ELLIP HEIGHT-         -26.360 (meters)          (02/10/07) ADJUSTED
 AJ4970  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AJ4970
 AJ4970  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4970  Type    PID    Designation                      North   East  Ellip
 AJ4970  -------------------------------------------------------------------
 AJ4970  NETWORK AJ4970 31 LB 5                           0.98   0.82   2.88
 AJ4970  -------------------------------------------------------------------
 AJ4970  VERT ORDER  -  THIRD ?
 AJ4970
 AJ4970.The horizontal coordinates were established by GPS observations
 AJ4970.and adjusted by the National Geodetic Survey in February 2007.
 AJ4970
 AJ4970.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4970.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4970.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4970.The epoch date for horizontal control is a decimal equivalence
 AJ4970.of Year/Month/Day.
 AJ4970
 AJ4970.The orthometric height was determined by differential leveling.
 AJ4970.The vertical network tie was performed by a horz. field party for horz.
 AJ4970.obs reductions. Reset procedures were used to establish the elevation.
 AJ4970
 AJ4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4970
 AJ4970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4970
 AJ4970.The ellipsoidal height was determined by GPS observations
 AJ4970.and is referenced to NAD 83.
 AJ4970
 AJ4970.The geoid height was determined by GEOID03.
 AJ4970
 AJ4970;                    North         East     Units Scale Factor Converg.
 AJ4970;SPC NC       -    19,821.809   677,913.906   MT  1.00013751   +0 25 34.9
 AJ4970;SPC NC       -    65,032.05  2,224,122.54   sFT  1.00013751   +0 25 34.9
 AJ4970;UTM  17      - 3,757,372.013   753,168.075   MT  1.00039019   +1 31 45.7
 AJ4970
 AJ4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4970!SPC NC       -   1.00000414  x   1.00013751  =   1.00014165
 AJ4970!UTM  17      -   1.00000414  x   1.00039019  =   1.00039433
 AJ4970
 AJ4970:                Primary Azimuth Mark                     Grid Az
 AJ4970:SPC NC       -  TROPIC                                   288 26 06.7
 AJ4970:UTM  17      -  TROPIC                                   287 19 55.9
 AJ4970
 AJ4970|---------------------------------------------------------------------|
 AJ4970| PID    Reference Object                     Distance      Geod. Az  |
 AJ4970|                                                           dddmmss.s |
 AJ4970| AJ4987 TROPIC                              428.073 METERS 2885141.6 |
 AJ4970|---------------------------------------------------------------------|
 AJ4970
 AJ4970                          SUPERSEDED SURVEY CONTROL
 AJ4970
 AJ4970  NAD 83(2001)-  33 55 34.97635(N)    078 15 40.66140(W) AD(       ) 1
 AJ4970  ELLIP H (03/13/03)  -26.351  (m)                       GP(       ) 4 2
 AJ4970  NAD 83(1986)-  33 55 34.98565(N)    078 15 40.67058(W) AD(       ) 1
 AJ4970
 AJ4970.Superseded values are not recommended for survey control.
 AJ4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4970.See file dsdata.txt to determine how the superseded data were derived.
 AJ4970
 AJ4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5316857372(NAD 83)
 AJ4970_MARKER: DD = SURVEY DISK
 AJ4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4970_STAMPING: 31 LB 5 1980
 AJ4970_MARK LOGO: NCDOT 
 AJ4970_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ4970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4970+STABILITY: SURFACE MOTION
 AJ4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4970+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 AJ4970
 AJ4970  HISTORY     - Date     Condition        Report By
 AJ4970  HISTORY     - 1980     MONUMENTED       NCDOT
 AJ4970  HISTORY     - 19991020 GOOD             NCGS
 AJ4970  HISTORY     - 20040410 GOOD             USPSQD
 AJ4970  HISTORY     - 20050423 GOOD             USPSQD
 AJ4970  HISTORY     - 20060904 GOOD             USPSQD
 AJ4970
 AJ4970                          STATION DESCRIPTION
 AJ4970
 AJ4970'DESCRIBED BY 
NC DOT 1980
 AJ4970'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF SHALLOTTE AND
 AJ4970'0.9 MI (1.4 KM) NORTH OF HOLDEN BEACH.  PROCEED ALONG US 17 FOR 0.45
 AJ4970'MI (0.72 KM) NORTHEAST TO THE INTERSECTION OF NC 130, THENCE SOUTHEAST
 AJ4970'ON NC 130 FOR 7.6 MI (12.2 KM) TO THE INTERSECTION SR 1120 (SABBATH
 AJ4970'HOME ROAD) , PROCEED EAST ON SR 1120 FOR 0.1 MI (0.2 KM) TO SR 1121
 AJ4970'(OLD FERRY ROAD) , CONTINUE SOUTHEAST ON SR 1121 FOR 0.6 MI (1.0 KM)
 AJ4970'TO THE STATION ON THE EAST SIDE OF THE ROAD.  THE STATION IS IN THE
 AJ4970'--Y-- FORMED BY THE INTERSECTION OF SR 1121 AND SR 1115 (OLD FERRY
 AJ4970'CONNECTION) .  LOCATED 105.3 FT (32.1 M) NORTHEAST OF THE CENTERLINE
 AJ4970'OF SR 1121, 82.2 FT (25.1 M) WEST OF THE CENTERLINE OF SR 1115, 40.1
 AJ4970'FT (12.2 M) SOUTHEAST OF A RIGHT-OF-WAY MARKER, 58.46 FT (17.82 M)
 AJ4970'SOUTHEAST OF A POWER POLE WITH REFERENCE TAG, 28.3 FT (8.6 M)
 AJ4970'EAST-SOUTHEAST OF 12-INCH PINE WITH REFERENCE TAG, 36.84 FT (11.23 M)
 AJ4970'NORTHEAST OF A RAILROAD SPIKE IN A 10-INCH OAK.
 AJ4970
 AJ4970                          STATION RECOVERY (1999)
 AJ4970
 AJ4970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4970'RECOVERED AS DESCRIBED.
 AJ4970
 AJ4970                          STATION RECOVERY (2004)
 AJ4970
 AJ4970'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ4970'RECOVERED IN GOOD CONDITION.
 AJ4970
 AJ4970                          STATION RECOVERY (2005)
 AJ4970
 AJ4970'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ4970'RECOVERED IN GOOD CONDITION.
 AJ4970
 AJ4970                          STATION RECOVERY (2006)
 AJ4970
 AJ4970'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ4970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2267 ***********************************************************************
 FY2267  DESIGNATION -  31 MAX
 FY2267  PID         -  FY2267
 FY2267  STATE/COUNTY-  NC/ROCKINGHAM
 FY2267  USGS QUAD   -  RUFFIN (1994)
 FY2267
 FY2267                         *CURRENT SURVEY CONTROL
 FY2267  ___________________________________________________________________
 FY2267* NAD 83(1986)-  36 22 44.     (N)    079 35 20.     (W)     SCALED    
 FY2267* NAVD 88     -       214.065  (meters)     702.31   (feet)  ADJUSTED  
 FY2267  ___________________________________________________________________
 FY2267  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FY2267  DYNAMIC HT  -         213.884 (meters)     701.72  (feet)  COMP
 FY2267  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 FY2267
 FY2267  VERT ORDER  -  FIRST     CLASS II
 FY2267
 FY2267.The horizontal coordinates were scaled from a topographic map and have
 FY2267.an estimated accuracy of +/- 6 seconds.
 FY2267
 FY2267.The orthometric height was determined by differential leveling
 FY2267.and adjusted in June 1991.
 FY2267
 FY2267.The geoid height was determined by GEOID03.
 FY2267
 FY2267.The dynamic height is computed by dividing the NAVD 88
 FY2267.geopotential number by the normal gravity value computed on the
 FY2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2267.degrees latitude (g = 980.6199 gals.).
 FY2267
 FY2267.The modeled gravity was interpolated from observed gravity values.
 FY2267
 FY2267;                    North         East    Units  Estimated Accuracy
 FY2267;SPC NC       -   291,800.      556,760.      MT  (+/- 180 meters Scaled)
 FY2267
 FY2267                          SUPERSEDED SURVEY CONTROL
 FY2267
 FY2267  NGVD 29 (03/05/92)  214.291  (m)          703.05   (f) ADJUSTED    1 2
 FY2267
 FY2267.Superseded values are not recommended for survey control.
 FY2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2267.See file dsdata.txt to determine how the superseded data were derived.
 FY2267
 FY2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA265268(NAD 83)
 FY2267_MARKER: DB = BENCH MARK DISK
 FY2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2267_SP_SET: CONCRETE POST
 FY2267_STAMPING: 31 MAX 1971 703
 FY2267_MARK LOGO: USGS  
 FY2267_PROJECTION: PROJECTING 15 CENTIMETERS
 FY2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2267+STABILITY: SURFACE MOTION
 FY2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2267+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2267
 FY2267  HISTORY     - Date     Condition        Report By
 FY2267  HISTORY     - 1971     MONUMENTED       USGS
 FY2267  HISTORY     - 1982     GOOD             NCGS
 FY2267  HISTORY     - 19960622 GOOD             USPSQD
 FY2267  HISTORY     - 20040408 GOOD             USPSQD
 FY2267
 FY2267                          STATION DESCRIPTION
 FY2267
 FY2267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2267'4.35 MI ESE FROM REIDSVILLE.
 FY2267'ALONG US 158, 2.7 MILES NORTHEAST OF THE OVERPASS OF US 29 BYPASS, OR
 FY2267'0.2 MILE EAST OF SR 2577, IN FALLOW AREA OF CULTIVATED FIELD NEAR
 FY2267'TWO TOBACCO BARNS, 68.7 FEET NORTH-NORTHEAST OF CENTERLINE OF
 FY2267'HIGHWAY, 78.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF EASTERNMOST BARN,
 FY2267'AND 1.5 FEET NORTH OF POWER POLE.
 FY2267'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2267
 FY2267                          STATION RECOVERY (1996)
 FY2267
 FY2267'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2267'RECOVERED IN GOOD CONDITION.
 FY2267
 FY2267                          STATION RECOVERY (2004)
 FY2267
 FY2267'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4515 ***********************************************************************
 FA4515  DESIGNATION -  310 AZ MK
 FA4515  PID         -  FA4515
 FA4515  STATE/COUNTY-  NC/MECKLENBURG
 FA4515  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA4515
 FA4515                         *CURRENT SURVEY CONTROL
 FA4515  ___________________________________________________________________
 FA4515* NAD 83(2001)-  35 14 37.31420(N)    080 52 43.33223(W)     NO CHECK  
 FA4515* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 FA4515  ___________________________________________________________________
 FA4515  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 FA4515  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FA4515  HORZ ORDER  -  THIRD
 FA4515
 FA4515.The horizontal coordinates were established by classical geodetic methods
 FA4515.and adjusted by the National Geodetic Survey in August 2005.
 FA4515.No horizontal observational check was made to the station.
 FA4515
 FA4515.The orthometric height was scaled from a topographic map.
 FA4515
 FA4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4515
 FA4515.The geoid height was determined by GEOID03.
 FA4515
 FA4515;                    North         East     Units Scale Factor Converg.
 FA4515;SPC NC       -   167,313.649   438,639.844   MT  0.99987260   -1 05 03.6
 FA4515;SPC NC       -   548,928.20  1,439,104.22   sFT  0.99987260   -1 05 03.6
 FA4515;UTM  17      - 3,900,075.574   511,035.602   MT  0.99960150   +0 04 12.0
 FA4515
 FA4515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4515!SPC NC       -   0.99997248  x   0.99987260  =   0.99984509
 FA4515!UTM  17      -   0.99997248  x   0.99960150  =   0.99957399
 FA4515
 FA4515                          SUPERSEDED SURVEY CONTROL
 FA4515
 FA4515  NAD 83(1986)-  35 14 37.32863(N)    080 52 43.33994(W) AD(       ) 3
 FA4515
 FA4515.Superseded values are not recommended for survey control.
 FA4515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4515.See file dsdata.txt to determine how the superseded data were derived.
 FA4515
 FA4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1103600076(NAD 83)
 FA4515_MARKER: A = ALUMINUM MARKER
 FA4515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4515_SP_SET: CONCRETE POST
 FA4515_STAMPING: 310
 FA4515_MARK LOGO: NC0870
 FA4515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4515+STABILITY: SURFACE MOTION
 FA4515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4515+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA4515
 FA4515  HISTORY     - Date     Condition        Report By
 FA4515  HISTORY     - 1988     MONUMENTED       HOBBS
 FA4515  HISTORY     - 19960214 GOOD             USPSQD
 FA4515  HISTORY     - 20041111 GOOD             INDIV
 FA4515  HISTORY     - 20060828 GOOD             USPSQD
 FA4515
 FA4515                          STATION DESCRIPTION
 FA4515
 FA4515'DESCRIBED BY HOBBS AND ASSOCIATES 1988
 FA4515'MARK IS LOCATED IN MECKLENBURG COUNTY, 4.01 KM (2.49 MI) NORTHWEST OF
 FA4515'DOWNTOWN CHARLOTTE.
 FA4515'MARK REACHED BY FIRST GOING TO GPS STATION M 110. (360.89 FT) TO REACH
 FA4515'THE STATION FROM THE INTERSECTION OF INTERSTATE 85 AND ROUTE 27
 FA4515'(FREEDOM DRIVE), PROCEED SOUTHEAST ON FREEDOM DRIVE FOR 0.08 KM
 FA4515'(0.05 MI) TO THE INTERSECTION OF TUCKASEEGEE ROAD. GO EAST ON
 FA4515'TUCKASEEGEE ROAD FOR 1.61 KM (1.00 MI) TO THE INTERSECTION OF PARKWAY
 FA4515'AVE. PROCEED NORTH ON PARKWAY AVE FOR 0.56 KM (0.35 MI) TO STATION
 FA4515'LOCATED ON THE NORTH END OF THE BRIDGE IN THE WEST RIGHT-OF-WAY OF
 FA4515'THE ROAD.  STATION IS 0.91 M (2.99 FT) N90E OF THE BRIDGE HEAD WALL,
 FA4515'6.88 M (22.57 FT) N05W OF THE CENTERLINE OF PARKWAY AVE, 30.78 M
 FA4515'(100.98 FT) S65W OF A WATER DRAINAGE GRATE IN THE STREET ON THE WEST
 FA4515'RIGHT-OF-WAY, AND 0.76 M (2.49 FT) N05W OF THE EDGE OF THE SIDEWALK.
 FA4515'THE AZIMUTH MARK FOR GPS STATION M 110 (360.89 FT) IS LOCATED ON
 FA4515'AVALON AVENUE. TO REACH THE AZIMUTH MARK FROM GPS STATION M 110,
 FA4515'PROCEED SOUTH ON PARKWAY AVE FOR 0.48 KM (0.30 MI) TO THE
 FA4515'INTERSECTION OF AVALON AVENUE. GO WEST ON AVALON AVENUE FOR 0.08 KM
 FA4515'(0.05 MI) TO THE MARK LOCATED ON THE SOUTH RIGHT-OF-WAY OF THE ROAD,
 FA4515'5.69 M (18.67 FT) S30W OF THE CENTERLINE OF THE ROAD.  THE AZIMUTH
 FA4515'MARK IS COMPASS BEARING S28W AND DISTANCE 535.001 FROM THE GPS
 FA4515'STATION. THE AZIMUTH MARK IS STAMPED 310.
 FA4515
 FA4515                          STATION RECOVERY (1996)
 FA4515
 FA4515'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4515'RECOVERED IN GOOD CONDITION.
 FA4515
 FA4515                          STATION RECOVERY (2004)
 FA4515
 FA4515'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ)
 FA4515'11.5 FT SE OF THE SE EDGE OF THE NW LEG OF A U SHAPED ASPHALT DRIVE
 FA4515'LOCATED UNDER THE POWER TRANSMISSION LINE.
 FA4515
 FA4515                          STATION RECOVERY (2006)
 FA4515
 FA4515'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0940 ***********************************************************************
 FZ0940  DESIGNATION -  3112.7
 FZ0940  PID         -  FZ0940
 FZ0940  STATE/COUNTY-  NC/WATAUGA
 FZ0940  USGS QUAD   -  BOONE (1994)
 FZ0940
 FZ0940                         *CURRENT SURVEY CONTROL
 FZ0940  ___________________________________________________________________
 FZ0940* NAD 83(1986)-  36 14 07.     (N)    081 44 03.     (W)     SCALED    
 FZ0940* NAVD 88     -       948.517  (meters)    3111.93   (feet)  ADJUSTED  
 FZ0940  ___________________________________________________________________
 FZ0940  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ0940  DYNAMIC HT  -         947.534 (meters)    3108.70  (feet)  COMP
 FZ0940  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 FZ0940
 FZ0940  VERT ORDER  -  SECOND    CLASS 0
 FZ0940
 FZ0940.The horizontal coordinates were scaled from a topographic map and have
 FZ0940.an estimated accuracy of +/- 6 seconds.
 FZ0940
 FZ0940.The orthometric height was determined by differential leveling
 FZ0940.and adjusted in June 1991.
 FZ0940
 FZ0940.The geoid height was determined by GEOID03.
 FZ0940
 FZ0940.The dynamic height is computed by dividing the NAVD 88
 FZ0940.geopotential number by the normal gravity value computed on the
 FZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0940.degrees latitude (g = 980.6199 gals.).
 FZ0940
 FZ0940.The modeled gravity was interpolated from observed gravity values.
 FZ0940
 FZ0940;                    North         East    Units  Estimated Accuracy
 FZ0940;SPC NC       -   279,090.      363,840.      MT  (+/- 180 meters Scaled)
 FZ0940
 FZ0940                          SUPERSEDED SURVEY CONTROL
 FZ0940
 FZ0940  NGVD 29 (??/??/92)  948.606  (m)         3112.22   (f) ADJ UNCH    2 0
 FZ0940
 FZ0940.Superseded values are not recommended for survey control.
 FZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0940.See file dsdata.txt to determine how the superseded data were derived.
 FZ0940
 FZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA340102(NAD 83)
 FZ0940_MARKER: X = CHISELED CROSS
 FZ0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0940_SP_SET: SIDEWALK
 FZ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0940
 FZ0940  HISTORY     - Date     Condition        Report By
 FZ0940  HISTORY     - UNK      MONUMENTED       USGS
 FZ0940  HISTORY     - 1934     GOOD             NGS
 FZ0940
 FZ0940                          STATION DESCRIPTION
 FZ0940
 FZ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0940'AT LOVILL.
 FZ0940'AT LOVILL, WATAUGA COUNTY, ON U.S. HIGHWAY 421, IN FRONT OF THE
 FZ0940'POST OFFICE AND STORE, AND ON THE CENTER OF THE TOP OF THE SOUTH
 FZ0940'END OF A CONCRETE SIDEWALK.  A CHISELED CROSS AND SQUARE, MARKED
 FZ0940'BY THE NUMBER 3112.7 PAINTED ON THE SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0204 ***********************************************************************
 FB0204  DESIGNATION -  3113 ASH
 FB0204  PID         -  FB0204
 FB0204  STATE/COUNTY-  NC/YANCEY
 FB0204  USGS QUAD   -  MT MITCHELL (1946)
 FB0204
 FB0204                         *CURRENT SURVEY CONTROL
 FB0204  ___________________________________________________________________
 FB0204* NAD 83(1986)-  35 48 00.     (N)    082 18 40.     (W)     SCALED    
 FB0204* NAVD 88     -       949.01   (+/-2cm)    3113.5    (feet)  VERTCON   
 FB0204  ___________________________________________________________________
 FB0204  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB0204  VERT ORDER  -  ? (See Below)
 FB0204
 FB0204.The horizontal coordinates were scaled from a topographic map and have
 FB0204.an estimated accuracy of +/- 6 seconds.
 FB0204
 FB0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0204.The vertical order pertains to the NGVD 29 superseded value.
 FB0204
 FB0204.The geoid height was determined by GEOID03.
 FB0204
 FB0204;                    North         East    Units  Estimated Accuracy
 FB0204;SPC NC       -   232,400.      310,390.      MT  (+/- 180 meters Scaled)
 FB0204
 FB0204                          SUPERSEDED SURVEY CONTROL
 FB0204
 FB0204  NGVD 29 (??/??/92)  949.018  (m)         3113.57   (f) ADJ UNCH    ?  
 FB0204
 FB0204.Superseded values are not recommended for survey control.
 FB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0204.See file dsdata.txt to determine how the superseded data were derived.
 FB0204
 FB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV815625(NAD 83)
 FB0204_MARKER: DB = BENCH MARK DISK
 FB0204_SETTING: 80 = SET IN A BOULDER
 FB0204_SP_SET: ROCK
 FB0204_STAMPING: 3113 ASH
 FB0204_MARK LOGO: USGS  
 FB0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0204+STABILITY: SURFACE MOTION
 FB0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0204+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1993
 FB0204
 FB0204  HISTORY     - Date     Condition        Report By
 FB0204  HISTORY     - UNK      MONUMENTED       USGS
 FB0204  HISTORY     - 1941     GOOD             TVA
 FB0204  HISTORY     - 19930920 SEE DESCRIPTION  NCGS
 FB0204
 FB0204                          STATION DESCRIPTION
 FB0204
 FB0204'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0204'2.1 MI S FROM MURCHISON.
 FB0204'ABOUT 2.1 MILES SOUTH ALONG THE WILSON TOLL ROAD FROM THE JUNCTION
 FB0204'OF STATE HIGHWAY 197 AT MURCHISON, YANCEY COUNTY, 0.4 MILE
 FB0204'NORTH OF THE TOLL GATE AT ESKOTA, 70 YARDS SOUTH OF A SMALL
 FB0204'HOUSE IN THE PINE TREES, 100 YARDS NORTH OF AN OLD MILL, 200
 FB0204'YARDS WEST OF THE CENTER LINE OF THE ROAD, 4 YARDS WEST OF THE
 FB0204'CENTER LINE OF THE OLD ROAD, AT THE SOUTH END OF A SMALL PEN, AND
 FB0204'IN A LARGE ROCK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 FB0204'3113 ASH.
 FB0204
 FB0204                          STATION RECOVERY (1993)
 FB0204
 FB0204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB0204'RECOVERED AS DESCRIBED BUT HALF OF DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5365 ***********************************************************************
 AI5365  DESIGNATION -  31578 GB T
 AI5365  PID         -  AI5365
 AI5365  STATE/COUNTY-  NC/NORTHAMPTON
 AI5365  USGS QUAD   -  WELDON (1974)
 AI5365
 AI5365                         *CURRENT SURVEY CONTROL
 AI5365  ___________________________________________________________________
 AI5365* NAD 83(2007)-  36 26 32.35943(N)    077 33 48.01443(W)     ADJUSTED  
 AI5365* NAVD 88     -        38.47   (meters)     126.2    (feet)  N HEIGHT  
 AI5365  ___________________________________________________________________
 AI5365  EPOCH DATE  -        2002.00
 AI5365  X           -   1,106,305.539 (meters)                     COMP
 AI5365  Y           -  -5,016,458.544 (meters)                     COMP
 AI5365  Z           -   3,767,790.202 (meters)                     COMP
 AI5365  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AI5365  ELLIP HEIGHT-           4.324 (meters)          (02/10/07) ADJUSTED
 AI5365  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AI5365  DYNAMIC HT  -          38.44  (meters)     126.1   (feet)  COMP
 AI5365
 AI5365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5365  Type    PID    Designation                      North   East  Ellip
 AI5365  -------------------------------------------------------------------
 AI5365  NETWORK AI5365 31578 GB T                        0.45   0.37   1.14
 AI5365  -------------------------------------------------------------------
 AI5365  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 AI5365
 AI5365  VERT ORDER  -  THIRD
 AI5365
 AI5365.The horizontal coordinates were established by GPS observations
 AI5365.and adjusted by the National Geodetic Survey in February 2007.
 AI5365
 AI5365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5365.The horizontal coordinates are valid at the epoch date displayed above.
 AI5365.The epoch date for horizontal control is a decimal equivalence
 AI5365.of Year/Month/Day.
 AI5365
 AI5365.The orthometric height was determined by differential leveling
 AI5365.and adjusted in July 2000.
 AI5365.The height was determined by precise leveling from only one NSRS
 AI5365.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AI5365.allowed ONLY to validate the GPS-derived height.
 AI5365.No vertical observational check was made to the station.
 AI5365
 AI5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5365
 AI5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5365
 AI5365.The ellipsoidal height was determined by GPS observations
 AI5365.and is referenced to NAD 83.
 AI5365
 AI5365.The geoid height was determined by GEOID03.
 AI5365
 AI5365.The dynamic height is computed by dividing the NAVD 88
 AI5365.geopotential number by the normal gravity value computed on the
 AI5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5365.degrees latitude (g = 980.6199 gals.).
 AI5365
 AI5365.The modeled gravity was interpolated from observed gravity values.
 AI5365
 AI5365;                    North         East     Units Scale Factor Converg.
 AI5365;SPC NC       -   299,615.170   738,415.722   MT  1.00008861   +0 49 45.1
 AI5365;SPC NC       -   982,987.44  2,422,618.91   sFT  1.00008861   +0 49 45.1
 AI5365;UTM  18      - 4,036,064.319   270,246.752   MT  1.00025041   -1 31 24.0
 AI5365
 AI5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5365!SPC NC       -   0.99999932  x   1.00008861  =   1.00008793
 AI5365!UTM  18      -   0.99999932  x   1.00025041  =   1.00024973
 AI5365
 AI5365                          SUPERSEDED SURVEY CONTROL
 AI5365
 AI5365  NAD 83(2001)-  36 26 32.36037(N)    077 33 48.01464(W) AD(       ) 1
 AI5365  ELLIP H (03/13/03)    4.300  (m)                       GP(       ) 4 2
 AI5365  NAD 83(1986)-  36 26 32.36735(N)    077 33 48.02546(W) AD(       ) 1
 AI5365  NAVD 88 (03/10/00)   38.48   (m)          126.2    (f) LEVELING    3  
 AI5365
 AI5365.Superseded values are not recommended for survey control.
 AI5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5365.See file dsdata.txt to determine how the superseded data were derived.
 AI5365
 AI5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7024736064(NAD 83)
 AI5365_MARKER: A = ALUMINUM MARKER
 AI5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5365_STAMPING: 31578 GB T 1983 DMAHTC
 AI5365_MARK LOGO: DMA   
 AI5365_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5365+STABILITY: SURFACE MOTION
 AI5365
 AI5365  HISTORY     - Date     Condition        Report By
 AI5365  HISTORY     - 1983     MONUMENTED       DMA
 AI5365  HISTORY     - 19930413 GOOD             NCGS
 AI5365
 AI5365                          STATION DESCRIPTION
 AI5365
 AI5365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5365'STATION IS LOCATED IN GARYSBURG. ALONG SCHOOL STREET, BEHIND THE
 AI5365'VASSOR SERVICE STATION AND GROCERY. MARK IS LOCATED 85 FT (25.9 M)
 AI5365'EAST-NORTHEAST OF THE CENTER OF SCHOOL STREET, 26.9 FT (8.2 M) NORTH
 AI5365'OF THE CENTER OF A DIRT DRIVEWAY, AND 113.0 FT (34.4 M)
 AI5365'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK STORE BUILDING,
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0551 ***********************************************************************
 FA0551  DESIGNATION -  319 JAS
 FA0551  PID         -  FA0551
 FA0551  STATE/COUNTY-  NC/IREDELL
 FA0551  USGS QUAD   -  STATESVILLE EAST (1993)
 FA0551
 FA0551                         *CURRENT SURVEY CONTROL
 FA0551  ___________________________________________________________________
 FA0551* NAD 83(2007)-  35 45 05.29923(N)    080 45 43.42647(W)     ADJUSTED  
 FA0551* NAVD 88     -       255.185  (meters)     837.22   (feet)  ADJUSTED  
 FA0551  ___________________________________________________________________
 FA0551  EPOCH DATE  -        2002.00
 FA0551  X           -     831,945.772 (meters)                     COMP
 FA0551  Y           -  -5,115,126.340 (meters)                     COMP
 FA0551  Z           -   3,705,977.794 (meters)                     COMP
 FA0551  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 FA0551  ELLIP HEIGHT-         223.406 (meters)          (02/10/07) ADJUSTED
 FA0551  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA0551  DYNAMIC HT  -         254.955 (meters)     836.46  (feet)  COMP
 FA0551
 FA0551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA0551  Type    PID    Designation                      North   East  Ellip
 FA0551  -------------------------------------------------------------------
 FA0551  NETWORK FA0551 319 JAS                           1.35   1.49   1.96
 FA0551  -------------------------------------------------------------------
 FA0551  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FA0551
 FA0551  VERT ORDER  -  SECOND    CLASS II
 FA0551
 FA0551.The horizontal coordinates were established by GPS observations
 FA0551.and adjusted by the National Geodetic Survey in February 2007.
 FA0551
 FA0551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA0551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA0551.The horizontal coordinates are valid at the epoch date displayed above.
 FA0551.The epoch date for horizontal control is a decimal equivalence
 FA0551.of Year/Month/Day.
 FA0551
 FA0551.The orthometric height was determined by differential leveling
 FA0551.and adjusted in December 2004.
 FA0551
 FA0551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA0551
 FA0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0551
 FA0551.The ellipsoidal height was determined by GPS observations
 FA0551.and is referenced to NAD 83.
 FA0551
 FA0551.The geoid height was determined by GEOID03.
 FA0551
 FA0551.The dynamic height is computed by dividing the NAVD 88
 FA0551.geopotential number by the normal gravity value computed on the
 FA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0551.degrees latitude (g = 980.6199 gals.).
 FA0551
 FA0551.The modeled gravity was interpolated from observed gravity values.
 FA0551
 FA0551;                    North         East     Units Scale Factor Converg.
 FA0551;SPC NC       -   223,440.996   450,252.768   MT  0.99991053   -1 01 01.2
 FA0551;SPC NC       -   733,072.67  1,477,204.29   sFT  0.99991053   -1 01 01.2
 FA0551;UTM  17      - 3,956,409.736   521,511.807   MT  0.99960570   +0 08 20.5
 FA0551
 FA0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0551!SPC NC       -   0.99996494  x   0.99991053  =   0.99987547
 FA0551!UTM  17      -   0.99996494  x   0.99960570  =   0.99957065
 FA0551
 FA0551                          SUPERSEDED SURVEY CONTROL
 FA0551
 FA0551  NAD 83(2001)-  35 45 05.29942(N)    080 45 43.42612(W) AD(       ) 1
 FA0551  ELLIP H (03/13/03)  223.411  (m)                       GP(       ) 4 2
 FA0551  NAD 83(1986)-  35 45 05.30930(N)    080 45 43.43239(W) AD(       ) 1
 FA0551  NAVD 88 (06/15/91)  255.197  (m)          837.26   (f) UNKNOWN     1 1
 FA0551  NGVD 29 (??/??/92)  255.409  (m)          837.95   (f) ADJ UNCH    1 1
 FA0551
 FA0551.Superseded values are not recommended for survey control.
 FA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0551.See file dsdata.txt to determine how the superseded data were derived.
 FA0551
 FA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2151256410(NAD 83)
 FA0551_MARKER: DB = BENCH MARK DISK
 FA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0551_SP_SET: CONCRETE POST
 FA0551_STAMPING: 319 JAS 1965
 FA0551_MARK LOGO: USGS  
 FA0551_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0551+STABILITY: SURFACE MOTION
 FA0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0551+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1999
 FA0551
 FA0551  HISTORY     - Date     Condition        Report By
 FA0551  HISTORY     - 1965     MONUMENTED       USGS
 FA0551  HISTORY     - 1967     GOOD             NGS
 FA0551  HISTORY     - 19820101 GOOD             NCGS
 FA0551  HISTORY     - 1986     GOOD             USPSQD
 FA0551  HISTORY     - 19900419 GOOD             NCGS
 FA0551  HISTORY     - 19910810 GOOD             NCGS
 FA0551  HISTORY     - 19991028 GOOD             NCGS
 FA0551
 FA0551                          STATION DESCRIPTION
 FA0551
 FA0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0551'5.2 MI W FROM CLEVELAND.
 FA0551'ABOUT 0.1 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 FA0551'CLEVELAND, THENCE 5.05 MILES WEST ALONG THE SOUTHERN RAILWAY
 FA0551'COMPANY RAILROAD, 33 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 FA0551'270 FEET WEST OF THE CENTERLINE OF SECONDARY ROAD 2308, 40 FEET
 FA0551'NORTH OF THE CENTELINE OF U.S. HIGHWAY 70, 156 FEET NORTHWEST
 FA0551'AND ACROSS U.S. HIGHWAY 70 FROM THE NORTHWEST CORNER OF AN ESSO
 FA0551'SERVICE STATION, 208 FEET WEST OF A SIGN WHICH READS ELMWOOD CITY,
 FA0551'7 FEET SOUTHWEST OF A TELEPHONE POLE, 4 INCHES SOUTH OF A METAL
 FA0551'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT
 FA0551'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY
 FA0551'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 FA0551
 FA0551                          STATION RECOVERY (1982)
 FA0551
 FA0551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 FA0551'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-NORTHWEST OF CLEVELAND
 FA0551'AND 7.6 MI (12.2 KM) EAST-SOUTHEAST OF STATESVILLE.  ALONG US 70 FOR
 FA0551'0.9 MI (1.4 KM) WEST FROM THE ROWAN-IREDELL COUNTY LINE, AT SR 2308
 FA0551'(IN ELMWOOD COMMUNITY). MARK PROJECTS 2 INCHES ABOVE GROUND.  LOCATED
 FA0551'39.4 FT (12.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FA0551'32.5 FT (9.9 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF TRACKS, 8.5 FT
 FA0551'(2.6 M) WEST OF A POWER POLE WITH A REFERENCE TAG, AND 35.0 FT (10.7
 FA0551'M) EAST OF A CONCRETE CABLE MARKER.
 FA0551
 FA0551                          STATION RECOVERY (1986)
 FA0551
 FA0551'RECOVERY NOTE BY US POWER SQUADRON 1986 (CMP)
 FA0551'RECOVERED IN GOOD CONDITION.
 FA0551
 FA0551                          STATION RECOVERY (1990)
 FA0551
 FA0551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA0551'STATION IS LOCATED IN ELMWOOD.
 FA0551'ALONG US 70 FOR 0.05 MI (0.08 KM) WEST FROM SR 2308 (ELMWOOD ROAD), ON
 FA0551'THE NORTH SIDE OF THE ROAD.
 FA0551'MARK IS ABOUT 2 FEET HIGHER THAN THE ROAD AND IS PROJECTING 4 INCHES
 FA0551'ABOVE THE GROUND. LOCATED 11.90 M (39.04 FT) NORTH-NORTHEAST OF THE
 FA0551'CENTERLINE OF US 70, 9.90 M (32.48 FT) SOUTH-SOUTHWEST OF SOUTH RAIL
 FA0551'OF RAIL ROAD TRACK, 81.40 M (267.06 FT) WEST-NORTHWEST OF THE
 FA0551'CENTERLINE OF SR 2308 (ELMWOOD ROAD), 10.80 M (35.43 FT) EAST OF
 FA0551'CONCRETE MARKER FOR UNDERGROUND TELEPHONE CABLE, AND 2.70 M
 FA0551'(8.86 FT) WEST OF TELEPHONE POLE WITH A REFERENCE TAG.
 FA0551
 FA0551                          STATION RECOVERY (1991)
 FA0551
 FA0551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA0551'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. ALONG US 70 FOR
 FA0551'6.2 MI (10.0 KM) EAST FROM THE I-77 OVERPASS, ON THE NORTH SIDE OF THE
 FA0551'ROAD, OR 0.05 MI (0.08 KM) WEST OF SR 2308 (ELMWOOD ROAD) IN THE
 FA0551'ELMWOOD COMMUNITY.
 FA0551
 FA0551                          STATION RECOVERY (1999)
 FA0551
 FA0551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA0551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9339 ***********************************************************************
 DE9339  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9339  DESIGNATION -  31W 200
 DE9339  PID         -  DE9339
 DE9339  STATE/COUNTY-  NC/GUILFORD
 DE9339  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9339
 DE9339                         *CURRENT SURVEY CONTROL
 DE9339  ___________________________________________________________________
 DE9339* NAD 83(2007)-  36 05 57.84816(N)    079 44 41.30455(W)     ADJUSTED  
 DE9339* NAVD 88     -       240.63   (meters)     789.5    (feet)  GPS OBS   
 DE9339  ___________________________________________________________________
 DE9339  EPOCH DATE  -        2002.00
 DE9339  X           -     918,591.501 (meters)                     COMP
 DE9339  Y           -  -5,077,249.390 (meters)                     COMP
 DE9339  Z           -   3,737,232.848 (meters)                     COMP
 DE9339  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 DE9339  ELLIP HEIGHT-         209.800 (meters)          (02/10/07) ADJUSTED
 DE9339  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DE9339
 DE9339  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9339  Type    PID    Designation                      North   East  Ellip
 DE9339  -------------------------------------------------------------------
 DE9339  NETWORK DE9339 31W 200                           2.00   1.51   2.69
 DE9339  -------------------------------------------------------------------
 DE9339
 DE9339.The horizontal coordinates were established by GPS observations
 DE9339.and adjusted by the National Geodetic Survey in February 2007.
 DE9339
 DE9339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9339.The horizontal coordinates are valid at the epoch date displayed above.
 DE9339.The epoch date for horizontal control is a decimal equivalence
 DE9339.of Year/Month/Day.
 DE9339
 DE9339.The orthometric height was determined by GPS observations and a
 DE9339.high-resolution geoid model.
 DE9339.The orthometric height was determined by GPS observations and a
 DE9339.high-resolution geoid model using precise GPS observation and
 DE9339.processing techniques.
 DE9339
 DE9339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9339
 DE9339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9339
 DE9339.The ellipsoidal height was determined by GPS observations
 DE9339.and is referenced to NAD 83.
 DE9339
 DE9339.The geoid height was determined by GEOID03.
 DE9339
 DE9339;                    North         East     Units Scale Factor Converg.
 DE9339;SPC NC       -   260,881.648   542,532.908   MT  0.99998192   -0 25 47.6
 DE9339;SPC NC       -   855,909.21  1,779,960.05   sFT  0.99998192   -0 25 47.6
 DE9339;UTM  17      - 3,995,702.974   612,988.226   MT  0.99975730   +0 44 22.6
 DE9339
 DE9339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9339!SPC NC       -   0.99996707  x   0.99998192  =   0.99994899
 DE9339!UTM  17      -   0.99996707  x   0.99975730  =   0.99972438
 DE9339
 DE9339:                Primary Azimuth Mark                     Grid Az
 DE9339:SPC NC       -  32W 200                                  183 56 37.9
 DE9339:UTM  17      -  32W 200                                  182 46 27.7
 DE9339
 DE9339|---------------------------------------------------------------------|
 DE9339| PID    Reference Object                     Distance      Geod. Az  |
 DE9339|                                                           dddmmss.s |
 DE9339| DE9338 32W 200                             497.183 METERS 1833050.3 |
 DE9339|---------------------------------------------------------------------|
 DE9339
 DE9339                          SUPERSEDED SURVEY CONTROL
 DE9339
 DE9339  NAD 83(2001)-  36 05 57.84853(N)    079 44 41.30441(W) AD(       ) 1
 DE9339  ELLIP H (03/13/03)  209.799  (m)                       GP(       ) 4 2
 DE9339  NAD 83(1986)-  36 05 57.85478(N)    079 44 41.31117(W) AD(       ) 1
 DE9339
 DE9339.Superseded values are not recommended for survey control.
 DE9339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9339.See file dsdata.txt to determine how the superseded data were derived.
 DE9339
 DE9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1298895703(NAD 83)
 DE9339_MARKER: DD = SURVEY DISK
 DE9339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9339_STAMPING: 31W.200 7/97
 DE9339_MARK LOGO: NC1940
 DE9339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9339+STABILITY: SURFACE MOTION
 DE9339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9339+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9339
 DE9339  HISTORY     - Date     Condition        Report By
 DE9339  HISTORY     - 1997     MONUMENTED       NC1940
 DE9339
 DE9339                          STATION DESCRIPTION
 DE9339
 DE9339'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9339'STATION IS LOCATED IN GREENSBORO, ABOUT 3.2 MI (5.1 KM) NORTHEAST OF
 DE9339'THE DOWNTOWN GOVERNMENT COMPLEX, ALONG WOODBRIAR AVENUE ABOUT 0.3 MI
 DE9339'(0.5 KM) NORTH OF A H PEELER RECREATION CENTER.
 DE9339'PROCEED ALONG PHILLIPS AVENUE FOR 1.15 MI (1.85 KM) EAST FROM THE
 DE9339'BRIDGE OVER OHENRY BOULEVARD (US 29) TO RECREATION CENTER, THENCE
 DE9339'LEFT/NORTH ALONG WOODBRIAR AVENUE FOR 0.3 MI (0.5 KM) TO STATION ON
 DE9339'LEFT (ABOUT 75-FEET SOUTH OF BUCHANAN HEIGHTS ROAD), IN FRONT OF
 DE9339'OFFICE BUILDING (NUMBER 1319), ABOUT 15-FEET SOUTH OF THE EDGE OF THE
 DE9339'NORTH PARKING LOT ENTRANCE, ABOUT 35-FEET NORTH OF THE EDGE OF THE
 DE9339'SOUTH PARKING LOT ENTRANCE AND ABOUT 1.5 FEET (0.5 M) WEST OF CURB.
 DE9339'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF WOODBRIAR AVENUE, AND
 DE9339'RECESSED I-INCH BELOW THE GROUND. LOCATED 17.2 FT (5.2 M) WEST OF THE
 DE9339'CENTERLINE OF WOODBRIAR AVENUE, 24.4 FT (7.4 M) NORTH OF A POWER POLE
 DE9339'(WITH METER AND SERVICE RUNNING TO BUILDING), 53.4 FT (16.3 M)
 DE9339'EAST-SOUTHEAST OF NORTHEAST CORNER OF OFFICE BUILDING AND 65.3 FT
 DE9339'(19.9 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0372 ***********************************************************************
 FC0372  DESIGNATION -  32
 FC0372  PID         -  FC0372
 FC0372  STATE/COUNTY-  NC/CHEROKEE
 FC0372  USGS QUAD   -  MURPHY (1990)
 FC0372
 FC0372                         *CURRENT SURVEY CONTROL
 FC0372  ___________________________________________________________________
 FC0372* NAD 83(1986)-  35 05 24.     (N)    084 02 19.     (W)     SCALED    
 FC0372* NAVD 88     -       465.043  (meters)    1525.73   (feet)  ADJUSTED  
 FC0372  ___________________________________________________________________
 FC0372  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC0372  DYNAMIC HT  -         464.568 (meters)    1524.17  (feet)  COMP
 FC0372  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 FC0372
 FC0372  VERT ORDER  -  SECOND    CLASS 0
 FC0372
 FC0372.The horizontal coordinates were scaled from a topographic map and have
 FC0372.an estimated accuracy of +/- 6 seconds.
 FC0372
 FC0372.The orthometric height was determined by differential leveling
 FC0372.and adjusted in June 1991.
 FC0372
 FC0372.The geoid height was determined by GEOID03.
 FC0372
 FC0372.The dynamic height is computed by dividing the NAVD 88
 FC0372.geopotential number by the normal gravity value computed on the
 FC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0372.degrees latitude (g = 980.6199 gals.).
 FC0372
 FC0372.The modeled gravity was interpolated from observed gravity values.
 FC0372
 FC0372;                    North         East    Units  Estimated Accuracy
 FC0372;SPC NC       -   160,300.      150,390.      MT  (+/- 180 meters Scaled)
 FC0372
 FC0372                          SUPERSEDED SURVEY CONTROL
 FC0372
 FC0372  NGVD 29 (??/??/92)  465.07   (m)         1525.8    (f) COMPUTED    2 0
 FC0372
 FC0372.Superseded values are not recommended for survey control.
 FC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0372.See file dsdata.txt to determine how the superseded data were derived.
 FC0372
 FC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD699870(NAD 83)
 FC0372_MARKER: Q = CHISELED SQUARE
 FC0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FC0372_SP_SET: WINGWALL
 FC0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FC0372
 FC0372  HISTORY     - Date     Condition        Report By
 FC0372  HISTORY     - UNK      MONUMENTED       DOD
 FC0372  HISTORY     - 1940     MARK NOT FOUND   NGS
 FC0372
 FC0372                          STATION DESCRIPTION
 FC0372
 FC0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FC0372'AT MURPHY.
 FC0372'AT MURPHY, CHEROKEE COUNTY, 400 FEET NORTHWEST OF SOUTHERN
 FC0372'RAILWAY BRIDGE 13 T 121.8 OVER VALLEY RIVER, 200 FEET UPSTREAM
 FC0372'FROM THE MOUTH OF THE RIVER, AT THE HIGHWAY BRIDGE OVER VALLEY
 FC0372'RIVER, AT THE SOUTHWEST ABUTMENT, ON TOP OF THE WEST CONCRETE
 FC0372'WINGWALL, 18 INCHES FROM THE WEST CORNER OF THE BRIDGE, 10
 FC0372'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 FC0372'LEVEL WITH THE HIGHWAY.  A CHISELED SQUARE, MARKED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0588 ***********************************************************************
 EA0588  DESIGNATION -  32 3 TT 16 USE
 EA0588  PID         -  EA0588
 EA0588  STATE/COUNTY-  NC/BRUNSWICK
 EA0588  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0588
 EA0588                         *CURRENT SURVEY CONTROL
 EA0588  ___________________________________________________________________
 EA0588* NAD 83(1986)-  34 07 15.     (N)    077 58 45.     (W)     SCALED    
 EA0588* NAVD 88     -         7.475  (meters)      24.52   (feet)  ADJUSTED  
 EA0588  ___________________________________________________________________
 EA0588  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 EA0588  DYNAMIC HT  -           7.468 (meters)      24.50  (feet)  COMP
 EA0588  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 EA0588
 EA0588  VERT ORDER  -  SECOND    CLASS 0
 EA0588
 EA0588.The horizontal coordinates were scaled from a topographic map and have
 EA0588.an estimated accuracy of +/- 6 seconds.
 EA0588
 EA0588.The orthometric height was determined by differential leveling
 EA0588.and adjusted in June 1991.
 EA0588
 EA0588.The geoid height was determined by GEOID03.
 EA0588
 EA0588.The dynamic height is computed by dividing the NAVD 88
 EA0588.geopotential number by the normal gravity value computed on the
 EA0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0588.degrees latitude (g = 980.6199 gals.).
 EA0588
 EA0588.The modeled gravity was interpolated from observed gravity values.
 EA0588
 EA0588;                    North         East    Units  Estimated Accuracy
 EA0588;SPC NC       -    41,620.      703,780.      MT  (+/- 180 meters Scaled)
 EA0588
 EA0588                          SUPERSEDED SURVEY CONTROL
 EA0588
 EA0588  NGVD 29 (??/??/92)    7.789  (m)           25.55   (f) ADJ UNCH    2 0
 EA0588
 EA0588.Superseded values are not recommended for survey control.
 EA0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0588.See file dsdata.txt to determine how the superseded data were derived.
 EA0588
 EA0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC252795(NAD 83)
 EA0588_MARKER: DD = SURVEY DISK
 EA0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0588_STAMPING: 32 3 TT 16
 EA0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0588+STABILITY: SURFACE MOTION
 EA0588
 EA0588  HISTORY     - Date     Condition        Report By
 EA0588  HISTORY     - UNK      MONUMENTED       DOD
 EA0588  HISTORY     - 1942     GOOD             NGS
 EA0588  HISTORY     - 1975     MARK NOT FOUND   NGS
 EA0588  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 EA0588  HISTORY     - 20050822 MARK NOT FOUND   USPSQD
 EA0588  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0588
 EA0588                          STATION DESCRIPTION
 EA0588
 EA0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EA0588'3.6 MI SE FROM LELAND.
 EA0588'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST
 EA0588'LINE RAILROAD STATION AT LELAND, BRUNSWICK COUNTY, THENCE 8.7
 EA0588'MILES SOUTH ALONG A DIRT ROAD LEADING TO ORTON PLANTATION, 270
 EA0588'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PINE LEVEL SCHOOL, 35
 EA0588'FEET SOUTHWEST OF POLE 313, 14 FEET EAST OF THE CENTER LINE OF
 EA0588'THE ROAD, AND 4.5 FEET NORTHEAST OF A SCHOOL SIGN.  A CORPS OF
 EA0588'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 32 3 TT 16 AND SET
 EA0588'IN THE TOP OF A CONCRETE POST.
 EA0588
 EA0588                          STATION RECOVERY (1975)
 EA0588
 EA0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EA0588'MARK NOT FOUND.
 EA0588
 EA0588                          STATION RECOVERY (2004)
 EA0588
 EA0588'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0588'MARK NOT FOUND.
 EA0588
 EA0588                          STATION RECOVERY (2005)
 EA0588
 EA0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0588'MARK NOT FOUND.
 EA0588
 EA0588                          STATION RECOVERY (2005)
 EA0588
 EA0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0618 ***********************************************************************
 FX0618  DESIGNATION -  32 ECCS
 FX0618  PID         -  FX0618
 FX0618  STATE/COUNTY-  NC/PASQUOTANK
 FX0618  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0618
 FX0618                         *CURRENT SURVEY CONTROL
 FX0618  ___________________________________________________________________
 FX0618* NAD 83(1986)-  36 18 20.     (N)    076 13 57.     (W)     SCALED    
 FX0618* NAVD 88     -         1.525  (meters)       5.00   (feet)  ADJUSTED  
 FX0618  ___________________________________________________________________
 FX0618  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 FX0618  DYNAMIC HT  -           1.524 (meters)       5.00  (feet)  COMP
 FX0618  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 FX0618
 FX0618  VERT ORDER  -  FIRST     CLASS I
 FX0618
 FX0618.The horizontal coordinates were scaled from a topographic map and have
 FX0618.an estimated accuracy of +/- 6 seconds.
 FX0618
 FX0618.The orthometric height was determined by differential leveling
 FX0618.and adjusted in June 1991.
 FX0618
 FX0618.The geoid height was determined by GEOID03.
 FX0618
 FX0618.The dynamic height is computed by dividing the NAVD 88
 FX0618.geopotential number by the normal gravity value computed on the
 FX0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0618.degrees latitude (g = 980.6199 gals.).
 FX0618
 FX0618.The modeled gravity was interpolated from observed gravity values.
 FX0618
 FX0618;                    North         East    Units  Estimated Accuracy
 FX0618;SPC NC       -   286,970.      858,140.      MT  (+/- 180 meters Scaled)
 FX0618
 FX0618                          SUPERSEDED SURVEY CONTROL
 FX0618
 FX0618  NGVD 29 (??/??/92)    1.81   (m)            5.9    (f) COMPUTED    1 1
 FX0618
 FX0618.Superseded values are not recommended for survey control.
 FX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0618.See file dsdata.txt to determine how the superseded data were derived.
 FX0618
 FX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF893185(NAD 83)
 FX0618_MARKER: DD = SURVEY DISK
 FX0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0618_STAMPING: NO 32 1953
 FX0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0618+STABILITY: SURFACE MOTION
 FX0618
 FX0618  HISTORY     - Date     Condition        Report By
 FX0618  HISTORY     - 1953     MONUMENTED       NC1460
 FX0618  HISTORY     - 1963     GOOD             NGS
 FX0618
 FX0618                          STATION DESCRIPTION
 FX0618
 FX0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0618'AT ELIZABETH CITY.
 FX0618'AT ELIZABETH CITY, AT THE T JUNCTION OF U.S. HIGHWAY 17 AND
 FX0618'OAK STREET, 27 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY, 28.5
 FX0618'NORTH OF A 36-INCH MAPLE TREE, 1 FOOT SOUTHWEST OF CENTER LINE
 FX0618'OF STREET, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
 FX0618'SURFACE OF STREET ACCESS WHICH IS HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2269 ***********************************************************************
 FY2269  DESIGNATION -  32 MAX
 FY2269  PID         -  FY2269
 FY2269  STATE/COUNTY-  NC/ROCKINGHAM
 FY2269  USGS QUAD   -  RUFFIN (1994)
 FY2269
 FY2269                         *CURRENT SURVEY CONTROL
 FY2269  ___________________________________________________________________
 FY2269* NAD 83(1986)-  36 23 32.     (N)    079 33 49.     (W)     SCALED    
 FY2269* NAVD 88     -       218.484  (meters)     716.81   (feet)  ADJUSTED  
 FY2269  ___________________________________________________________________
 FY2269  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FY2269  DYNAMIC HT  -         218.300 (meters)     716.21  (feet)  COMP
 FY2269  MODELED GRAV-     979,785.0   (mgal)                       NAVD 88
 FY2269
 FY2269  VERT ORDER  -  FIRST     CLASS II
 FY2269
 FY2269.The horizontal coordinates were scaled from a topographic map and have
 FY2269.an estimated accuracy of +/- 6 seconds.
 FY2269
 FY2269.The orthometric height was determined by differential leveling
 FY2269.and adjusted in June 1991.
 FY2269
 FY2269.The geoid height was determined by GEOID03.
 FY2269
 FY2269.The dynamic height is computed by dividing the NAVD 88
 FY2269.geopotential number by the normal gravity value computed on the
 FY2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2269.degrees latitude (g = 980.6199 gals.).
 FY2269
 FY2269.The modeled gravity was interpolated from observed gravity values.
 FY2269
 FY2269;                    North         East    Units  Estimated Accuracy
 FY2269;SPC NC       -   293,270.      559,030.      MT  (+/- 180 meters Scaled)
 FY2269
 FY2269                          SUPERSEDED SURVEY CONTROL
 FY2269
 FY2269  NGVD 29 (03/05/92)  218.709  (m)          717.55   (f) ADJUSTED    1 2
 FY2269
 FY2269.Superseded values are not recommended for survey control.
 FY2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2269.See file dsdata.txt to determine how the superseded data were derived.
 FY2269
 FY2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA288284(NAD 83)
 FY2269_MARKER: DB = BENCH MARK DISK
 FY2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2269_SP_SET: CONCRETE POST
 FY2269_STAMPING: 32 MAX 1971 718
 FY2269_MARK LOGO: USGS  
 FY2269_PROJECTION: PROJECTING 10 CENTIMETERS
 FY2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2269+STABILITY: SURFACE MOTION
 FY2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2269+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2269
 FY2269  HISTORY     - Date     Condition        Report By
 FY2269  HISTORY     - 1971     MONUMENTED       USGS
 FY2269  HISTORY     - 1982     GOOD             NCGS
 FY2269  HISTORY     - 19960622 GOOD             USPSQD
 FY2269  HISTORY     - 20040408 GOOD             USPSQD
 FY2269
 FY2269                          STATION DESCRIPTION
 FY2269
 FY2269'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2269'3.8 MI SSW FROM RUFFIN.
 FY2269'LOCATED ON THE NORTH SIDE OF THE INTERSECTION OF SR 2552 WITH SR 2568
 FY2269'IN COMMUNITY OF LAWSONVILLE, IN EAST YARD OF E. KIMBROS ONE STORY
 FY2269'WHITE FRAME HOUSE, 62.3 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 2552,
 FY2269'1.6 FEET WEST-NORTHWEST OF WITNESS POST, 65.8 FEET SOUTHEAST OF
 FY2269'SOUTHEAST CORNER OF GARAGE, AND 60.8 FEET EAST-SOUTHEAST OF 50 INCH
 FY2269'OAK.
 FY2269'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2269
 FY2269                          STATION RECOVERY (1996)
 FY2269
 FY2269'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2269'RECOVERED IN GOOD CONDITION.
 FY2269
 FY2269                          STATION RECOVERY (2004)
 FY2269
 FY2269'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0690 ***********************************************************************
 EY0690  DESIGNATION -  32 RESET
 EY0690  PID         -  EY0690
 EY0690  STATE/COUNTY-  NC/PITT
 EY0690  USGS QUAD   -  GRIFTON (1983)
 EY0690
 EY0690                         *CURRENT SURVEY CONTROL
 EY0690  ___________________________________________________________________
 EY0690* NAD 83(1986)-  35 22 04.     (N)    077 26 31.     (W)     SCALED    
 EY0690* NAVD 88     -         7.605  (meters)      24.95   (feet)  ADJUSTED  
 EY0690  ___________________________________________________________________
 EY0690  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EY0690  DYNAMIC HT  -           7.598 (meters)      24.93  (feet)  COMP
 EY0690  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 EY0690
 EY0690  VERT ORDER  -  SECOND    CLASS II
 EY0690
 EY0690.The horizontal coordinates were scaled from a topographic map and have
 EY0690.an estimated accuracy of +/- 6 seconds.
 EY0690
 EY0690.The orthometric height was determined by differential leveling
 EY0690.and adjusted in June 1991.
 EY0690
 EY0690.The geoid height was determined by GEOID03.
 EY0690
 EY0690.The dynamic height is computed by dividing the NAVD 88
 EY0690.geopotential number by the normal gravity value computed on the
 EY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0690.degrees latitude (g = 980.6199 gals.).
 EY0690
 EY0690.The modeled gravity was interpolated from observed gravity values.
 EY0690
 EY0690;                    North         East    Units  Estimated Accuracy
 EY0690;SPC NC       -   180,570.      751,170.      MT  (+/- 180 meters Scaled)
 EY0690
 EY0690                          SUPERSEDED SURVEY CONTROL
 EY0690
 EY0690  NGVD 29 (??/??/??)    7.96   (m)           26.1    (f) RESET       3  
 EY0690
 EY0690.Superseded values are not recommended for survey control.
 EY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0690.See file dsdata.txt to determine how the superseded data were derived.
 EY0690
 EY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE781165(NAD 83)
 EY0690_MARKER: DD = SURVEY DISK
 EY0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0690_SP_SET: ABUTMENT
 EY0690_STAMPING: 32 RESET 1952
 EY0690_MARK LOGO: USGS  
 EY0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0690
 EY0690  HISTORY     - Date     Condition        Report By
 EY0690  HISTORY     - 1952     MONUMENTED       SCLRR
 EY0690  HISTORY     - 1960     GOOD             CGS
 EY0690  HISTORY     - 1979     GOOD             NCGS
 EY0690
 EY0690                          STATION DESCRIPTION
 EY0690
 EY0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EY0690'0.6 MI S FROM GRIFTON.
 EY0690'0.6 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EY0690'STATION AT GRIFTON, PITT COUNTY, AT A STEEL BRIDGE OVER CONTENTNEA
 EY0690'CREEK, IN THE TOP OF THE SOUTH CONCRETE AND BRICK ABUTMENT, 1.0
 EY0690'FOOT NORTH OF THE SOUTH EDGE, 1.2 FEET EAST OF THE WEST EDGE, AND
 EY0690'4.6 FEET WEST OF THE WEST RAIL.  NOTE-- THIS BENCH MARK WAS
 EY0690'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 EY0690'ATLANTIC COAST LINE RAILROAD IN FEBRUARY 1954.
 EY0690
 EY0690                          STATION RECOVERY (1979)
 EY0690
 EY0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2915 ***********************************************************************
 FZ2915  DESIGNATION -  32 WC 2
 FZ2915  PID         -  FZ2915
 FZ2915  STATE/COUNTY-  NC/ALLEGHANY
 FZ2915  USGS QUAD   -  ROARING GAP (1971)
 FZ2915
 FZ2915                         *CURRENT SURVEY CONTROL
 FZ2915  ___________________________________________________________________
 FZ2915* NAD 83(2007)-  36 23 53.58226(N)    080 59 09.13651(W)     ADJUSTED  
 FZ2915* NAVD 88     -       905.21   (+/-2cm)    2969.8    (feet)  VERTCON   
 FZ2915  ___________________________________________________________________
 FZ2915  EPOCH DATE  -        2002.00
 FZ2915  X           -     805,419.701 (meters)                     COMP
 FZ2915  Y           -  -5,077,116.544 (meters)                     COMP
 FZ2915  Z           -   3,764,367.078 (meters)                     COMP
 FZ2915  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 FZ2915  ELLIP HEIGHT-         872.439 (meters)          (02/10/07) ADJUSTED
 FZ2915  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FZ2915
 FZ2915  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2915  Type    PID    Designation                      North   East  Ellip
 FZ2915  -------------------------------------------------------------------
 FZ2915  NETWORK FZ2915 32 WC 2                           2.16   2.61   5.70
 FZ2915  -------------------------------------------------------------------
 FZ2915  VERT ORDER  -  THIRD ? (See Below)
 FZ2915
 FZ2915.The horizontal coordinates were established by GPS observations
 FZ2915.and adjusted by the National Geodetic Survey in February 2007.
 FZ2915
 FZ2915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2915.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2915.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2915.The epoch date for horizontal control is a decimal equivalence
 FZ2915.of Year/Month/Day.
 FZ2915
 FZ2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2915.The vertical order pertains to the NGVD 29 superseded value.
 FZ2915
 FZ2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2915
 FZ2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2915
 FZ2915.The ellipsoidal height was determined by GPS observations
 FZ2915.and is referenced to NAD 83.
 FZ2915
 FZ2915.The geoid height was determined by GEOID03.
 FZ2915
 FZ2915;                    North         East     Units Scale Factor Converg.
 FZ2915;SPC NC       -   295,570.456   431,451.157   MT  1.00007286   -1 08 46.3
 FZ2915;SPC NC       -   969,717.40  1,415,519.34   sFT  1.00007286   -1 08 46.3
 FZ2915;UTM  17      - 4,028,118.136   501,266.958   MT  0.99960002   +0 00 30.2
 FZ2915
 FZ2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2915!SPC NC       -   0.99986310  x   1.00007286  =   0.99993595
 FZ2915!UTM  17      -   0.99986310  x   0.99960002  =   0.99946317
 FZ2915
 FZ2915                          SUPERSEDED SURVEY CONTROL
 FZ2915
 FZ2915  NAD 83(2001)-  36 23 53.58275(N)    080 59 09.13631(W) AD(       ) 1
 FZ2915  ELLIP H (03/27/03)  872.447  (m)                       GP(       ) 4 2
 FZ2915  NAD 83(1993)-  36 23 53.58728(N)    080 59 09.14391(W) AD(       ) 1
 FZ2915  NAD 83(1986)-  36 23 53.59206(N)    080 59 09.14347(W) AD(       ) 2
 FZ2915  NAD 83(1986)-  36 23 53.59206(N)    080 59 09.14347(W) AD(       ) 1
 FZ2915  NGVD 29 (10/27/97)  905.33   (m)         2970.2    (f) LEVELING    3  
 FZ2915
 FZ2915.Superseded values are not recommended for survey control.
 FZ2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2915.See file dsdata.txt to determine how the superseded data were derived.
 FZ2915
 FZ2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0126728118(NAD 83)
 FZ2915_MARKER: DD = SURVEY DISK
 FZ2915_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2915_SP_SET: PREFAB CONC. POST IN EARTH
 FZ2915_STAMPING: 32 WC 2 1970
 FZ2915_MARK LOGO: NCDOT 
 FZ2915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2915+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 FZ2915
 FZ2915  HISTORY     - Date     Condition        Report By
 FZ2915  HISTORY     - 1970     MONUMENTED       NCDOT
 FZ2915  HISTORY     - 19910624 GOOD             NCGS
 FZ2915  HISTORY     - 20031025 GOOD             INDIV
 FZ2915
 FZ2915                          STATION DESCRIPTION
 FZ2915
 FZ2915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2915'STATION IS LOCATED APPROXIMATELY 10.5 MI (16.9 KM) SOUTHEAST OF SPARTA
 FZ2915'IN TOWN OF ROARING GAP, ACROSS THE HIGHWAY FROM THE POST OFFICE, IN
 FZ2915'THE NORTHEAST QUADRANT OF US 421 AND SR 1478.
 FZ2915'MARK PROJECTS 1 INCH ABOVE THE GROUND AND IS ABOUT LEVEL WITH THE
 FZ2915'HIGHWAY.  LOCATED ABOUT 2 FEET NORTH OF THE PROLONGATION OF THE NORTH
 FZ2915'WALL OF THE POST OFFICE AND CRAFTS BUILDING, JUST WEST OF THE NORTH
 FZ2915'END OF A HEDGE ROW, 29.7 FT (9.1 M) EAST OF THE CENTERLINE OF THE
 FZ2915'HIGHWAY, 90.0 FT (27.4 M) NORTH OF THE ASPHALT MEDIAN (TRAFFIC
 FZ2915'ISLAND) OF SR 1478, 9.0 FT (2.7 M) WEST OF THE EAST END OF A RAIL
 FZ2915'FENCE, AND 22.0 FT (6.7 M) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH
 FZ2915'REFERENCE TAG.
 FZ2915
 FZ2915                          STATION RECOVERY (2003)
 FZ2915
 FZ2915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ER)
 FZ2915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0651 ***********************************************************************
 EZ0651  DESIGNATION -  321
 EZ0651  PID         -  EZ0651
 EZ0651  STATE/COUNTY-  NC/WAKE
 EZ0651  USGS QUAD   -  CARY (1993)
 EZ0651
 EZ0651                         *CURRENT SURVEY CONTROL
 EZ0651  ___________________________________________________________________
 EZ0651* NAD 83(1986)-  35 49 51.     (N)    078 49 46.     (W)     SCALED    
 EZ0651* NAVD 88     -        97.400  (meters)     319.55   (feet)  ADJUSTED  
 EZ0651  ___________________________________________________________________
 EZ0651  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EZ0651  DYNAMIC HT  -          97.319 (meters)     319.29  (feet)  COMP
 EZ0651  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 EZ0651
 EZ0651  VERT ORDER  -  FIRST     CLASS I
 EZ0651
 EZ0651.The horizontal coordinates were scaled from a topographic map and have
 EZ0651.an estimated accuracy of +/- 6 seconds.
 EZ0651
 EZ0651.The orthometric height was determined by differential leveling
 EZ0651.and adjusted in June 1991.
 EZ0651.WARNING-Repeat measurements at this control monument indicate possible
 EZ0651.vertical movement.
 EZ0651
 EZ0651.The geoid height was determined by GEOID03.
 EZ0651
 EZ0651.The dynamic height is computed by dividing the NAVD 88
 EZ0651.geopotential number by the normal gravity value computed on the
 EZ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0651.degrees latitude (g = 980.6199 gals.).
 EZ0651
 EZ0651.The modeled gravity was interpolated from observed gravity values.
 EZ0651
 EZ0651;                    North         East    Units  Estimated Accuracy
 EZ0651;SPC NC       -   230,850.      625,010.      MT  (+/- 180 meters Scaled)
 EZ0651
 EZ0651                          SUPERSEDED SURVEY CONTROL
 EZ0651
 EZ0651  NGVD 29 (??/??/92)   97.654  (m)          320.39   (f) ADJ UNCH    1 1
 EZ0651
 EZ0651.Superseded values are not recommended for survey control.
 EZ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0651.See file dsdata.txt to determine how the superseded data were derived.
 EZ0651
 EZ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV960673(NAD 83)
 EZ0651_MARKER: P = PIPE CAP
 EZ0651_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ0651_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ0651_STAMPING: 320.400
 EZ0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0651
 EZ0651  HISTORY     - Date     Condition        Report By
 EZ0651  HISTORY     - UNK      MONUMENTED       USGS
 EZ0651  HISTORY     - 1967     GOOD             NGS
 EZ0651  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 EZ0651
 EZ0651                          STATION DESCRIPTION
 EZ0651
 EZ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EZ0651'0.6 MI N FROM MORRISVILLE.
 EZ0651'ABOUT 0.55 MILE NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 EZ0651'FROM THE POST OFFICE AT MORRISVILLE, ON THE OUTSIDE OF A LONG
 EZ0651'CURVE IN THE TRACK, 6 3/4 TELEPHONE POLES SOUTH OF MILEPOST 68,
 EZ0651'7 RAILS SOUTH OF A CONCRETE CULVERT UNDER THE TRACK, 29 FEET
 EZ0651'WEST OF THE WEST RAIL OF THE TRACK, 83 YARDS NORTH OF A CONCRETE
 EZ0651'CULVERT UNDER THE TRACK, 69 YARDS NORTH OF BENCH MARK TIMES
 EZ0651'(NCGS), 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 1/2
 EZ0651'FEET BELOW THE LEVEL OF THE TRACK, AND U.S. GEOLOGICAL SURVEY
 EZ0651'CAP ON TOP OF A 3 1/2-INCH PIPE WHICH PROJECTS 8 INCHES.  NOTE--
 EZ0651'1967 REPORT--SHOULD READ 83 YARDS SOUTH OF CULVERT - NOT 83
 EZ0651'YARDS NORTH OF CULVERT.
 EZ0651
 EZ0651                          STATION RECOVERY (2006)
 EZ0651
 EZ0651'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0651'NOT FOUND, BUT MAY STILL EXIST. PROBABLY RECESSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0689 ***********************************************************************
 EY0689  DESIGNATION -  323
 EY0689  PID         -  EY0689
 EY0689  STATE/COUNTY-  NC/PITT
 EY0689  USGS QUAD   -  GRIFTON (1983)
 EY0689
 EY0689                         *CURRENT SURVEY CONTROL
 EY0689  ___________________________________________________________________
 EY0689* NAD 83(1986)-  35 22 04.     (N)    077 26 31.     (W)     SCALED    
 EY0689* NAVD 88     -         8.219  (meters)      26.97   (feet)  POSTED    
 EY0689  ___________________________________________________________________
 EY0689  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EY0689  DYNAMIC HT  -           8.210 (meters)      26.94  (feet)  COMP
 EY0689  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 EY0689
 EY0689  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0689
 EY0689.The horizontal coordinates were scaled from a topographic map and have
 EY0689.an estimated accuracy of +/- 6 seconds.
 EY0689
 EY0689.The orthometric height was determined by differential leveling
 EY0689.and adjusted by the  in 1992.
 EY0689.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0689.rate of 1.1 thru 2.0 mm/km.
 EY0689
 EY0689.The geoid height was determined by GEOID03.
 EY0689
 EY0689.The dynamic height is computed by dividing the NAVD 88
 EY0689.geopotential number by the normal gravity value computed on the
 EY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0689.degrees latitude (g = 980.6199 gals.).
 EY0689
 EY0689.The modeled gravity was interpolated from observed gravity values.
 EY0689
 EY0689;                    North         East    Units  Estimated Accuracy
 EY0689;SPC NC       -   180,570.      751,170.      MT  (+/- 180 meters Scaled)
 EY0689
 EY0689                          SUPERSEDED SURVEY CONTROL
 EY0689
 EY0689  NGVD 29 (??/??/92)    8.61   (m)           28.2    (f) COMPUTED    2 0
 EY0689
 EY0689.Superseded values are not recommended for survey control.
 EY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0689.See file dsdata.txt to determine how the superseded data were derived.
 EY0689
 EY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE781165(NAD 83)
 EY0689_MARKER: DD = SURVEY DISK
 EY0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0689_SP_SET: ABUTMENT
 EY0689_STAMPING: 32 RALEIGH
 EY0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0689
 EY0689  HISTORY     - Date     Condition        Report By
 EY0689  HISTORY     - UNK      MONUMENTED       USGS
 EY0689  HISTORY     - 1935     GOOD             NGS
 EY0689
 EY0689                          STATION DESCRIPTION
 EY0689
 EY0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0689'0.3 MI S FROM GRIFTON.
 EY0689'ALONG THE A.C.L. R.R. LOCATED ABOUT 0.3 OF A MILE SOUTH OF THE
 EY0689'ATLANTIC COAST LINE RAILROAD DEPOT AT GRIFTON, ON SOUTH END OF A
 EY0689'STEEL TRESTLE OVER SMALL CREEK, 3.3 FEET SOUTH OF STEEL WING WALL,
 EY0689'6.8 FEET WEST OF WEST RAIL OF TRACK, 1.3 FEET EAST OF WEST EDGE
 EY0689'OF STONE ABUTMENT.  STANDARD GEOLOGICAL SURVEY TABLET SET IN
 EY0689'STONE ABUTMENT OF A STEEL BRIDGE.  NOTE-- OBSERVER STATES THIS
 EY0689'BENCH MARK IS STAMPED EITHER 323 OR 328 IT IS IMPOSSIBLE TO
 EY0689'DETERMINE WHICH.  THE DESCRIPTION FROM WASHINGTON OFFICE STATES
 EY0689'THAT IT WAS STAMPED 32 THIS IS INCORRECT.  SEE VOL. 1 PAGE 74 FOR
 EY0689'NOTE.  A.F.BURLEIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0938 ***********************************************************************
 FZ0938  DESIGNATION -  3263.0
 FZ0938  PID         -  FZ0938
 FZ0938  STATE/COUNTY-  NC/WATAUGA
 FZ0938  USGS QUAD   -  BOONE (1994)
 FZ0938
 FZ0938                         *CURRENT SURVEY CONTROL
 FZ0938  ___________________________________________________________________
 FZ0938* NAD 83(1986)-  36 13 53.     (N)    081 43 28.     (W)     SCALED    
 FZ0938* NAVD 88     -       994.339  (meters)    3262.26   (feet)  ADJUSTED  
 FZ0938  ___________________________________________________________________
 FZ0938  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ0938  DYNAMIC HT  -         993.307 (meters)    3258.87  (feet)  COMP
 FZ0938  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 FZ0938
 FZ0938  VERT ORDER  -  SECOND    CLASS 0
 FZ0938
 FZ0938.The horizontal coordinates were scaled from a topographic map and have
 FZ0938.an estimated accuracy of +/- 6 seconds.
 FZ0938
 FZ0938.The orthometric height was determined by differential leveling
 FZ0938.and adjusted in June 1991.
 FZ0938
 FZ0938.The geoid height was determined by GEOID03.
 FZ0938
 FZ0938.The dynamic height is computed by dividing the NAVD 88
 FZ0938.geopotential number by the normal gravity value computed on the
 FZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0938.degrees latitude (g = 980.6199 gals.).
 FZ0938
 FZ0938.The modeled gravity was interpolated from observed gravity values.
 FZ0938
 FZ0938;                    North         East    Units  Estimated Accuracy
 FZ0938;SPC NC       -   278,640.      364,700.      MT  (+/- 180 meters Scaled)
 FZ0938
 FZ0938                          SUPERSEDED SURVEY CONTROL
 FZ0938
 FZ0938  NGVD 29 (??/??/92)  994.430  (m)         3262.56   (f) ADJ UNCH    2 0
 FZ0938
 FZ0938.Superseded values are not recommended for survey control.
 FZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0938.See file dsdata.txt to determine how the superseded data were derived.
 FZ0938
 FZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA348098(NAD 83)
 FZ0938_MARKER: Z = SEE DESCRIPTION
 FZ0938_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0938_SP_SET: ROCK
 FZ0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0938+STABILITY: POSITION/ELEVATION WELL
 FZ0938
 FZ0938  HISTORY     - Date     Condition        Report By
 FZ0938  HISTORY     - UNK      MONUMENTED       USGS
 FZ0938  HISTORY     - 1934     GOOD             NGS
 FZ0938
 FZ0938                          STATION DESCRIPTION
 FZ0938
 FZ0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0938'0.6 MI SE FROM LOVILL.
 FZ0938'0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 421 FROM LOVILL, WATAUGA
 FZ0938'COUNTY, 50 FEET NORTHEAST OF A FARMHOUSE, 12 FEET SOUTHWEST OF THE
 FZ0938'CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF A FENCE CORNER AND
 FZ0938'MAIL BOX, AND ON THE TOP OF THE NORTH HIGH-POINT OF A 6- BY
 FZ0938'12-INCH BURIED ROCK, LEVEL WITH THE HIGHWAY.  A PAINTED POINT
 FZ0938'OF ROCK MARKED BY THE NUMBER 3263.0 PAINTED ON A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0028 ***********************************************************************
 FA0028  DESIGNATION -  327.9
 FA0028  PID         -  FA0028
 FA0028  STATE/COUNTY-  NC/DAVIDSON
 FA0028  USGS QUAD   -  SALISBURY (1987)
 FA0028
 FA0028                         *CURRENT SURVEY CONTROL
 FA0028  ___________________________________________________________________
 FA0028* NAD 83(1986)-  35 43 20.     (N)    080 23 27.     (W)     SCALED    
 FA0028* NAVD 88     -       200.134  (meters)     656.61   (feet)  ADJUSTED  
 FA0028  ___________________________________________________________________
 FA0028  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FA0028  DYNAMIC HT  -         199.955 (meters)     656.02  (feet)  COMP
 FA0028  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 FA0028
 FA0028  VERT ORDER  -  FIRST     CLASS I
 FA0028
 FA0028.The horizontal coordinates were scaled from a topographic map and have
 FA0028.an estimated accuracy of +/- 6 seconds.
 FA0028
 FA0028.The orthometric height was determined by differential leveling
 FA0028.and adjusted in June 1991.
 FA0028
 FA0028.The geoid height was determined by GEOID03.
 FA0028
 FA0028.The dynamic height is computed by dividing the NAVD 88
 FA0028.geopotential number by the normal gravity value computed on the
 FA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0028.degrees latitude (g = 980.6199 gals.).
 FA0028
 FA0028.The modeled gravity was interpolated from observed gravity values.
 FA0028
 FA0028;                    North         East    Units  Estimated Accuracy
 FA0028;SPC NC       -   219,660.      483,780.      MT  (+/- 180 meters Scaled)
 FA0028
 FA0028                          SUPERSEDED SURVEY CONTROL
 FA0028
 FA0028  NGVD 29 (??/??/92)  200.351  (m)          657.32   (f) ADJ UNCH    1 1
 FA0028
 FA0028.Superseded values are not recommended for survey control.
 FA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0028.See file dsdata.txt to determine how the superseded data were derived.
 FA0028
 FA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV550533(NAD 83)
 FA0028_MARKER: B = BOLT
 FA0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0028_SP_SET: BRIDGE
 FA0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0028
 FA0028  HISTORY     - Date     Condition        Report By
 FA0028  HISTORY     - UNK      MONUMENTED       SOURR
 FA0028  HISTORY     - 1967     GOOD             NGS
 FA0028
 FA0028                          STATION DESCRIPTION
 FA0028
 FA0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0028'4.9 MI SW FROM LINWOOD.
 FA0028'ABOUT 4.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0028'RAILROAD FROM THE STATION AT LINWOOD, 4 1/2 FEET SOUTH OF THE SOUTH
 FA0028'RAIL OF THE SOUTH TRACK, SET IN THE TOP OF THE EAST END OF THE
 FA0028'SOUTH CONCRETE RETAINING WALL AT THE EAST END OF THE RAILROAD
 FA0028'BRIDGE OVER YADKIN RIVER, 48 FEET EAST OF THE EAST ABUTMENT OF THE
 FA0028'RAILROAD BRIDGE, 0.1 MILE EAST OF BENCH MARK RV 616 (S. RY.),
 FA0028'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1026 ***********************************************************************
 FA1026  DESIGNATION -  3272.3
 FA1026  PID         -  FA1026
 FA1026  STATE/COUNTY-  NC/AVERY
 FA1026  USGS QUAD   -  NEWLAND (1994)
 FA1026
 FA1026                         *CURRENT SURVEY CONTROL
 FA1026  ___________________________________________________________________
 FA1026* NAD 83(1986)-  36 00 03.     (N)    081 56 17.     (W)     SCALED    
 FA1026* NAVD 88     -       997.158  (meters)    3271.51   (feet)  ADJUSTED  
 FA1026  ___________________________________________________________________
 FA1026  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FA1026  DYNAMIC HT  -         996.085 (meters)    3267.99  (feet)  COMP
 FA1026  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 FA1026
 FA1026  VERT ORDER  -  SECOND    CLASS 0
 FA1026
 FA1026.The horizontal coordinates were scaled from a topographic map and have
 FA1026.an estimated accuracy of +/- 6 seconds.
 FA1026
 FA1026.The orthometric height was determined by differential leveling
 FA1026.and adjusted in June 1991.
 FA1026
 FA1026.The geoid height was determined by GEOID03.
 FA1026
 FA1026.The dynamic height is computed by dividing the NAVD 88
 FA1026.geopotential number by the normal gravity value computed on the
 FA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1026.degrees latitude (g = 980.6199 gals.).
 FA1026
 FA1026.The modeled gravity was interpolated from observed gravity values.
 FA1026
 FA1026;                    North         East    Units  Estimated Accuracy
 FA1026;SPC NC       -   253,610.      344,750.      MT  (+/- 180 meters Scaled)
 FA1026
 FA1026                          SUPERSEDED SURVEY CONTROL
 FA1026
 FA1026  NGVD 29 (??/??/92)  997.215  (m)         3271.70   (f) ADJ UNCH    2 0
 FA1026
 FA1026.Superseded values are not recommended for survey control.
 FA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1026.See file dsdata.txt to determine how the superseded data were derived.
 FA1026
 FA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV154844(NAD 83)
 FA1026_MARKER: Q = CHISELED SQUARE
 FA1026_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FA1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1026
 FA1026  HISTORY     - Date     Condition        Report By
 FA1026  HISTORY     - UNK      MONUMENTED       USGS
 FA1026  HISTORY     - 1936     GOOD             NGS
 FA1026
 FA1026                          STATION DESCRIPTION
 FA1026
 FA1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FA1026'3.9 MI N FROM LINVILLE FALLS.
 FA1026'IN AVERY COUNTY, 3.9 MILES NORTH ALONG U.S. HIGHWAY 221 FROM
 FA1026'LINVILLE FALLS, BURKE COUNTY, ACROSS THE HIGHWAY FROM POLE 990,
 FA1026'ON THE EAST SIDE OF A BORROW PIT, AND 15 YARDS WEST OF THE
 FA1026'CENTERLINE OF THE HIGHWAY, ON THE TOP OF THE NORTH END OF A
 FA1026'LARGE ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0509 ***********************************************************************
 FB0509  DESIGNATION -  3278 A
 FB0509  PID         -  FB0509
 FB0509  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0509  USGS QUAD   -  SHINING ROCK (1978)
 FB0509
 FB0509                         *CURRENT SURVEY CONTROL
 FB0509  ___________________________________________________________________
 FB0509* NAD 83(1986)-  35 21 00.     (N)    082 46 27.     (W)     SCALED    
 FB0509* NAVD 88     -       999.91   (+/-2cm)    3280.5    (feet)  VERTCON   
 FB0509  ___________________________________________________________________
 FB0509  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 FB0509  VERT ORDER  -  ? (See Below)
 FB0509
 FB0509.The horizontal coordinates were scaled from a topographic map and have
 FB0509.an estimated accuracy of +/- 6 seconds.
 FB0509
 FB0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0509.The vertical order pertains to the NGVD 29 superseded value.
 FB0509
 FB0509.The geoid height was determined by GEOID03.
 FB0509
 FB0509;                    North         East    Units  Estimated Accuracy
 FB0509;SPC NC       -   184,010.      266,660.      MT  (+/- 180 meters Scaled)
 FB0509
 FB0509                          SUPERSEDED SURVEY CONTROL
 FB0509
 FB0509  NGVD 29 (??/??/92)  999.884  (m)         3280.45   (f) ADJ UNCH    ?  
 FB0509
 FB0509.Superseded values are not recommended for survey control.
 FB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0509.See file dsdata.txt to determine how the superseded data were derived.
 FB0509
 FB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV387133(NAD 83)
 FB0509_MARKER: P = PIPE CAP
 FB0509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0509_STAMPING: 3278 A
 FB0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0509
 FB0509  HISTORY     - Date     Condition        Report By
 FB0509  HISTORY     - UNK      MONUMENTED       USGS
 FB0509  HISTORY     - 1940     GOOD             TVA
 FB0509
 FB0509                          STATION DESCRIPTION
 FB0509
 FB0509'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0509'2.5 MI N FROM BENNETT GAP.
 FB0509'2.5 MILES NORTH ALONG THE BENNETT GAP ROAD FROM BENNETT GAP,
 FB0509'TRANSYLVANIA COUNTY, THENCE 0.25 MILE EAST ALONG A ROAD, AT THE
 FB0509'PINK BEDS, NEAR SOUTH FORK MILLS RIVER, DIRECTLY IN FRONT OF THE
 FB0509'SORREL HOUSE, ON THE NORTH SIDE OF THE ROAD, AND IN A FENCE CORNER.
 FB0509'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3278 A
 FB0509'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9338 ***********************************************************************
 DE9338  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9338  DESIGNATION -  32W 200
 DE9338  PID         -  DE9338
 DE9338  STATE/COUNTY-  NC/GUILFORD
 DE9338  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9338
 DE9338                         *CURRENT SURVEY CONTROL
 DE9338  ___________________________________________________________________
 DE9338* NAD 83(2007)-  36 05 41.74796(N)    079 44 42.52269(W)     ADJUSTED  
 DE9338* NAVD 88     -       242.52   (meters)     795.7    (feet)  GPS OBS   
 DE9338  ___________________________________________________________________
 DE9338  EPOCH DATE  -        2002.00
 DE9338  X           -     918,613.841 (meters)                     COMP
 DE9338  Y           -  -5,077,544.037 (meters)                     COMP
 DE9338  Z           -   3,736,832.980 (meters)                     COMP
 DE9338  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 DE9338  ELLIP HEIGHT-         211.706 (meters)          (02/10/07) ADJUSTED
 DE9338  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 DE9338
 DE9338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9338  Type    PID    Designation                      North   East  Ellip
 DE9338  -------------------------------------------------------------------
 DE9338  NETWORK DE9338 32W 200                           1.92   1.49   2.63
 DE9338  -------------------------------------------------------------------
 DE9338
 DE9338.The horizontal coordinates were established by GPS observations
 DE9338.and adjusted by the National Geodetic Survey in February 2007.
 DE9338
 DE9338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9338.The horizontal coordinates are valid at the epoch date displayed above.
 DE9338.The epoch date for horizontal control is a decimal equivalence
 DE9338.of Year/Month/Day.
 DE9338
 DE9338.The orthometric height was determined by GPS observations and a
 DE9338.high-resolution geoid model.
 DE9338.The orthometric height was determined by GPS observations and a
 DE9338.high-resolution geoid model using precise GPS observation and
 DE9338.processing techniques.
 DE9338
 DE9338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9338
 DE9338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9338
 DE9338.The ellipsoidal height was determined by GPS observations
 DE9338.and is referenced to NAD 83.
 DE9338
 DE9338.The geoid height was determined by GEOID03.
 DE9338
 DE9338;                    North         East     Units Scale Factor Converg.
 DE9338;SPC NC       -   260,385.652   542,498.714   MT  0.99998077   -0 25 48.3
 DE9338;SPC NC       -   854,281.93  1,779,847.86   sFT  0.99998077   -0 25 48.3
 DE9338;UTM  17      - 3,995,206.495   612,964.168   MT  0.99975723   +0 44 21.6
 DE9338
 DE9338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9338!SPC NC       -   0.99996677  x   0.99998077  =   0.99994754
 DE9338!UTM  17      -   0.99996677  x   0.99975723  =   0.99972401
 DE9338
 DE9338:                Primary Azimuth Mark                     Grid Az
 DE9338:SPC NC       -  31W 200                                  003 56 37.9
 DE9338:UTM  17      -  31W 200                                  002 46 28.0
 DE9338
 DE9338|---------------------------------------------------------------------|
 DE9338| PID    Reference Object                     Distance      Geod. Az  |
 DE9338|                                                           dddmmss.s |
 DE9338| DE9339 31W 200                             497.183 METERS 0033049.6 |
 DE9338|---------------------------------------------------------------------|
 DE9338
 DE9338                          SUPERSEDED SURVEY CONTROL
 DE9338
 DE9338  NAD 83(2001)-  36 05 41.74831(N)    079 44 42.52258(W) AD(       ) 1
 DE9338  ELLIP H (03/13/03)  211.705  (m)                       GP(       ) 4 2
 DE9338  NAD 83(1986)-  36 05 41.75455(N)    079 44 42.52935(W) AD(       ) 1
 DE9338
 DE9338.Superseded values are not recommended for survey control.
 DE9338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9338.See file dsdata.txt to determine how the superseded data were derived.
 DE9338
 DE9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1296495206(NAD 83)
 DE9338_MARKER: DD = SURVEY DISK
 DE9338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9338_STAMPING: 32W.200 7/97
 DE9338_MARK LOGO: NC1940
 DE9338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9338+STABILITY: SURFACE MOTION
 DE9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9338+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9338
 DE9338  HISTORY     - Date     Condition        Report By
 DE9338  HISTORY     - 1997     MONUMENTED       NC1940
 DE9338
 DE9338                          STATION DESCRIPTION
 DE9338
 DE9338'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9338'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) NORTHEAST OF
 DE9338'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF PHILLIPS
 DE9338'AVENUE AND WOODBRIAR AVENUE, AND AT THE A H PEELER RECREATION CENTER.
 DE9338'PROCEED ALONG PHILLIPS AVENUE FOR 1.15 MI (1.85 KM) EAST FROM THE
 DE9338'BRIDGE OVER OHENRY BOULEVARD (US 29) TO WOODBRIAR AVENUE ON LEFT AND
 DE9338'STATION ABOUT 50-FEET SOUTH OF INTERSECTION IN FRONT OF RECREATION
 DE9338'CENTER.
 DE9338'MARK IS ABOUT LEVEL WITH THE CENTER OF PHILLIPS AVENUE, AND FLUSH WITH
 DE9338'THE GROUND. LOCATED 31.5 FT (9.6 M) SOUTHWEST OF THE CENTERLINE OF
 DE9338'PHILLIPS AVENUE, 3.5 FT (1.1 M) EAST OF THE SOUTHERLY PROJECTION OF
 DE9338'THE CENTERLINE OF WOODBRIAR AVENUE, 80.9 FT (24.7 M) NORTHWEST OF A
 DE9338'POWER POLE (34441), AND 112.0 FT (34.1 M) EAST OF THE EAST CORNER OF A
 DE9338'BRICK FOOD STAND AND SHELTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1228 ***********************************************************************
 FY1228  DESIGNATION -  33
 FY1228  PID         -  FY1228
 FY1228  STATE/COUNTY-  NC/GUILFORD
 FY1228  USGS QUAD   -  GREENSBORO (1994)
 FY1228
 FY1228                         *CURRENT SURVEY CONTROL
 FY1228  ___________________________________________________________________
 FY1228* NAD 83(1986)-  36 04 18.     (N)    079 47 24.     (W)     SCALED    
 FY1228* NAVD 88     -       252.136  (meters)     827.22   (feet)  ADJUSTED  
 FY1228  ___________________________________________________________________
 FY1228  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FY1228  DYNAMIC HT  -         251.926 (meters)     826.53  (feet)  COMP
 FY1228  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 FY1228
 FY1228  VERT ORDER  -  FIRST     CLASS II
 FY1228
 FY1228.The horizontal coordinates were scaled from a topographic map and have
 FY1228.an estimated accuracy of +/- 6 seconds.
 FY1228
 FY1228.The orthometric height was determined by differential leveling
 FY1228.and adjusted in June 1991.
 FY1228
 FY1228.The geoid height was determined by GEOID03.
 FY1228
 FY1228.The dynamic height is computed by dividing the NAVD 88
 FY1228.geopotential number by the normal gravity value computed on the
 FY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1228.degrees latitude (g = 980.6199 gals.).
 FY1228
 FY1228.The modeled gravity was interpolated from observed gravity values.
 FY1228
 FY1228;                    North         East    Units  Estimated Accuracy
 FY1228;SPC NC       -   257,840.      538,440.      MT  (+/- 180 meters Scaled)
 FY1228
 FY1228                          SUPERSEDED SURVEY CONTROL
 FY1228
 FY1228  NGVD 29 (??/??/92)  252.368  (m)          827.98   (f) ADJ UNCH    1 2
 FY1228
 FY1228.Superseded values are not recommended for survey control.
 FY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1228.See file dsdata.txt to determine how the superseded data were derived.
 FY1228
 FY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV089925(NAD 83)
 FY1228_MARKER: R = RIVET
 FY1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1228_SP_SET: SIDEWALK
 FY1228_MARK LOGO: NC1940
 FY1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1228
 FY1228  HISTORY     - Date     Condition        Report By
 FY1228  HISTORY     - UNK      MONUMENTED       LOCENG
 FY1228  HISTORY     - 1935     GOOD             CGS
 FY1228  HISTORY     - 1987     GOOD             USPSQD
 FY1228  HISTORY     - 20050307 MARK NOT FOUND   USPSQD
 FY1228
 FY1228                          STATION DESCRIPTION
 FY1228
 FY1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1228'AT GREENSBORO.
 FY1228'AT GREENSBORO, GUILFORD COUNTY, AT THE NORTHEAST CORNER OF THE
 FY1228'INTERSECTION OF EDWARDS PLACE AND ELM STREET, IN FRONT OF HOTEL
 FY1228'HARRIS, 30 FEET EAST OF THE CENTERLINE OF ELM STREET, 24 FEET
 FY1228'NORTH OF THE CENTERLINE OF EDWARDS PLACE AND 6 INCHES BELOW THE
 FY1228'SIDEWALK.  A COPPER RIVET, SET IN THE TOP OF AN IRON POST.
 FY1228
 FY1228                          STATION RECOVERY (1987)
 FY1228
 FY1228'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY1228'RECOVERED IN GOOD CONDITION.
 FY1228
 FY1228                          STATION RECOVERY (2005)
 FY1228
 FY1228'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 FY1228'REVISE DESCRIPTION.  EDWARDS PLACE HAS BEEN RENAMED 1 FEBRUARY PLACE.
 FY1228' 
 FY1228'HOTEL HARRIS NO LONGER EXISTS, BUILDING IS NAMED DIXIE BUILDING.
 FY1228' 
 FY1228'STEEL POST AND RIVIT WERE NOT FOUND AT LOCATION AS MEASURED FROM
 FY1228'INTERSECTING STREETS.
 FY1228' 
 FY1228'RECOMMEND THIS BE LISTED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0699 ***********************************************************************
 FX0699  DESIGNATION -  33
 FX0699  PID         -  FX0699
 FX0699  STATE/COUNTY-  NC/CHOWAN
 FX0699  USGS QUAD   -  MINTONSVILLE (1982)
 FX0699
 FX0699                         *CURRENT SURVEY CONTROL
 FX0699  ___________________________________________________________________
 FX0699* NAD 83(1986)-  36 15 33.     (N)    076 39 17.     (W)     SCALED    
 FX0699* NAVD 88     -         9.948  (meters)      32.64   (feet)  POSTED    
 FX0699  ___________________________________________________________________
 FX0699  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 FX0699  DYNAMIC HT  -           9.940 (meters)      32.61  (feet)  COMP
 FX0699  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 FX0699
 FX0699  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0699
 FX0699.The horizontal coordinates were scaled from a topographic map and have
 FX0699.an estimated accuracy of +/- 6 seconds.
 FX0699
 FX0699.The orthometric height was determined by differential leveling
 FX0699.and adjusted by the  in 1992.
 FX0699.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0699.was located on a no-check spur therefore a value was not computed.
 FX0699.No vertical observational check was made to the station.
 FX0699
 FX0699.The geoid height was determined by GEOID03.
 FX0699
 FX0699.The dynamic height is computed by dividing the NAVD 88
 FX0699.geopotential number by the normal gravity value computed on the
 FX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0699.degrees latitude (g = 980.6199 gals.).
 FX0699
 FX0699.The modeled gravity was interpolated from observed gravity values.
 FX0699
 FX0699;                    North         East    Units  Estimated Accuracy
 FX0699;SPC NC       -   280,850.      820,350.      MT  (+/- 180 meters Scaled)
 FX0699
 FX0699                          SUPERSEDED SURVEY CONTROL
 FX0699
 FX0699  NGVD 29 (??/??/92)   10.268  (m)           33.69   (f) ADJ UNCH    2 0
 FX0699
 FX0699.Superseded values are not recommended for survey control.
 FX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0699.See file dsdata.txt to determine how the superseded data were derived.
 FX0699
 FX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF513139(NAD 83)
 FX0699_MARKER: DV = VERTICAL CONTROL DISK
 FX0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0699_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0699_STAMPING: 33 NC RALEIGH
 FX0699_MARK LOGO: CGS   
 FX0699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0699+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1994
 FX0699
 FX0699  HISTORY     - Date     Condition        Report By
 FX0699  HISTORY     - UNK      MONUMENTED       USGS
 FX0699  HISTORY     - 1963     GOOD             NGS
 FX0699  HISTORY     - 19940502 SEE DESCRIPTION  NCGS
 FX0699
 FX0699                          STATION DESCRIPTION
 FX0699
 FX0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0699'2 MI SW FROM RYLAND.
 FX0699'ABOUT 1.55 MILES WESTERLY ALONG COUNTY ROAD NO. 1305 FROM THE
 FX0699'POST OFFICE AND GENERAL STORE AT RYLAND, THENCE 0.5 MILE SOUTH
 FX0699'ALONG STATE HIGHWAY 32, 0.4 MILE SOUTH OF THE WELCHS CHAPEL
 FX0699'BAPTIST CHURCH, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 144
 FX0699'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE E.N. ELLIOT
 FX0699'TWO-STORY BRICK RESIDENCE, 47.6 FEET NORTHEAST OF AND ACROSS THE
 FX0699'HIGHWAY FROM THE SOUTHEAST CORNER OF A BARN, 26 FEET NORTH
 FX0699'OF A 24-INCH CEDAR TREE, 66 FEET SOUTH OF THE CENTER LINE OF THE
 FX0699'NORTH DRIVEWAY TO RESIDENCE, 1/2 FOOT ABOVE THE LEVEL OF THE
 FX0699'HIGHWAY, A USGS CAP ON PIPE AND PROTECTED BY A TILE FILLED
 FX0699'WITH CONCRETE AND PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE
 FX0699'GROUND.
 FX0699
 FX0699                          STATION RECOVERY (1994)
 FX0699
 FX0699'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 FX0699'RECOVERED AS DESCRIBED AND FOUND DESTROYED WITH THE CAP GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2624 ***********************************************************************
 FZ2624  DESIGNATION -  33 EG 1
 FZ2624  PID         -  FZ2624
 FZ2624  STATE/COUNTY-  NC/WILKES
 FZ2624  USGS QUAD   -  PURLEAR (1966)
 FZ2624
 FZ2624                         *CURRENT SURVEY CONTROL
 FZ2624  ___________________________________________________________________
 FZ2624* NAD 83(2001)-  36 09 33.66593(N)    081 21 10.58201(W)     ADJUSTED  
 FZ2624* NAVD 88     -       433.48   (+/-2cm)    1422.2    (feet)  VERTCON   
 FZ2624  ___________________________________________________________________
 FZ2624  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 FZ2624  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 FZ2624  HORZ ORDER  -  SECOND
 FZ2624  VERT ORDER  -  THIRD ? (See Below)
 FZ2624
 FZ2624.The horizontal coordinates were established by classical geodetic methods
 FZ2624.and adjusted by the National Geodetic Survey in August 2005.
 FZ2624
 FZ2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2624.The vertical order pertains to the NGVD 29 superseded value.
 FZ2624
 FZ2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2624
 FZ2624.The geoid height was determined by GEOID03.
 FZ2624
 FZ2624;                    North         East     Units Scale Factor Converg.
 FZ2624;SPC NC       -   269,791.082   397,899.400   MT  0.99999797   -1 21 29.0
 FZ2624;SPC NC       -   885,139.57  1,305,441.61   sFT  0.99999797   -1 21 29.0
 FZ2624;UTM  17      - 4,001,680.807   468,254.463   MT  0.99961242   -0 12 29.7
 FZ2624
 FZ2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2624!SPC NC       -   0.99993709  x   0.99999797  =   0.99993506
 FZ2624!UTM  17      -   0.99993709  x   0.99961242  =   0.99954953
 FZ2624
 FZ2624                          SUPERSEDED SURVEY CONTROL
 FZ2624
 FZ2624  NAD 83(1995)-  36 09 33.66709(N)    081 21 10.58278(W) AD(       ) 2
 FZ2624  NAD 83(1993)-  36 09 33.67237(N)    081 21 10.58758(W) AD(       ) 2
 FZ2624  NAD 83(1986)-  36 09 33.68611(N)    081 21 10.59527(W) AD(       ) 2
 FZ2624  NGVD 29 (06/26/91)  433.62   (m)         1422.6    (f) LEVELING    3  
 FZ2624
 FZ2624.Superseded values are not recommended for survey control.
 FZ2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2624.See file dsdata.txt to determine how the superseded data were derived.
 FZ2624
 FZ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6825401681(NAD 83)
 FZ2624_MARKER: DE = TRAVERSE STATION DISK
 FZ2624_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2624_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 FZ2624_STAMPING: 33 EG 1 1972
 FZ2624_MARK LOGO: NCGS  
 FZ2624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2624+STABILITY: SURFACE MOTION
 FZ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2624+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1992
 FZ2624
 FZ2624  HISTORY     - Date     Condition        Report By
 FZ2624  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2624  HISTORY     - 1980     GOOD             NCGS
 FZ2624  HISTORY     - 19920608 GOOD             NCGS
 FZ2624
 FZ2624                          STATION DESCRIPTION
 FZ2624
 FZ2624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2624'THE STATION IS LOCATED ABOUT 5.2 MI NORTH OF FERGUSON AND 11.2 MI
 FZ2624'WEST OF WILKESBORO.
 FZ2624'
 FZ2624'TO REACH THE STATION FROM THE US 421 BRIDGE OVER LEWIS FORK CREEK,
 FZ2624'EAST OF MOUNT PLEASANT COMMUNITY, PROCEED WEST ALONG US 421 FOR 3.1
 FZ2624'MI TO THE STATION ON THE RIGHT ON THE EAST END OF A CUT (20 FT
 FZ2624'ABOVE US 421) AND 0.45 MI EAST OF THE BRIDGE OVER THE SOUTH PRONG
 FZ2624'OF LEWIS FORK CREEK.
 FZ2624'
 FZ2624'THE STATION IS A STANDARD NCDOT DISK
 FZ2624'STAMPED---33 EG 1 1972---,
 FZ2624'SET INTO THE TOP OF A 4 INCH CONCRETE POST
 FZ2624'FLUSH WITH GROUND.  LOCATED
 FZ2624'53.0 SLOPE FEET NORTH-NORTHEAST OF THE CENTERLINE OF US 421,
 FZ2624'59.5 SLOPE FEET SOUTHEAST OF A POWER/TELEPHONE POLE WITH A
 FZ2624'REFERENCE TAG, AND
 FZ2624'33.0 SLOPE FEET WEST-NORTHWEST OF THE CENTERLINE OF A DIRT DRIVE.
 FZ2624'
 FZ2624'MARK IS NCDOT STATION.
 FZ2624
 FZ2624                          STATION RECOVERY (1980)
 FZ2624
 FZ2624'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FZ2624'RECOVERED IN GOOD CONDITION.
 FZ2624
 FZ2624                          STATION RECOVERY (1992)
 FZ2624
 FZ2624'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7511 ***********************************************************************
 AC7511  DESIGNATION -  33 LB 1
 AC7511  PID         -  AC7511
 AC7511  STATE/COUNTY-  NC/CARTERET
 AC7511  USGS QUAD   -  MANSFIELD (1994)
 AC7511
 AC7511                         *CURRENT SURVEY CONTROL
 AC7511  ___________________________________________________________________
 AC7511* NAD 83(1986)-  34 42 03.     (N)    076 45 05.     (W)     SCALED    
 AC7511* NAVD 88     -         1.548  (meters)       5.08   (feet)  ADJUSTED  
 AC7511  ___________________________________________________________________
 AC7511  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AC7511  DYNAMIC HT  -           1.546 (meters)       5.07  (feet)  COMP
 AC7511  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 AC7511
 AC7511  VERT ORDER  -  SECOND    CLASS II
 AC7511
 AC7511.The horizontal coordinates were scaled from a topographic map and have
 AC7511.an estimated accuracy of +/- 6 seconds.
 AC7511
 AC7511.The orthometric height was determined by differential leveling
 AC7511.and adjusted in May 1997.
 AC7511
 AC7511.The geoid height was determined by GEOID03.
 AC7511
 AC7511.The dynamic height is computed by dividing the NAVD 88
 AC7511.geopotential number by the normal gravity value computed on the
 AC7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7511.degrees latitude (g = 980.6199 gals.).
 AC7511
 AC7511.The modeled gravity was interpolated from observed gravity values.
 AC7511
 AC7511;                    North         East    Units  Estimated Accuracy
 AC7511;SPC NC       -   107,810.      815,580.      MT  (+/- 180 meters Scaled)
 AC7511
 AC7511                          SUPERSEDED SURVEY CONTROL
 AC7511
 AC7511.No superseded survey control is available for this station.
 AC7511
 AC7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD395412(NAD 83)
 AC7511_MARKER: DB = BENCH MARK DISK
 AC7511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7511_STAMPING: 33 LB 1 1980
 AC7511_MARK LOGO: NCDOT 
 AC7511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7511+STABILITY: SURFACE MOTION
 AC7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7511+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1992
 AC7511
 AC7511  HISTORY     - Date     Condition        Report By
 AC7511  HISTORY     - 1980     MONUMENTED       NCDOT
 AC7511  HISTORY     - 19920519 GOOD             NCGS
 AC7511
 AC7511                          STATION DESCRIPTION
 AC7511
 AC7511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7511'STATION IS LOCATED IN ATLANTIC BEACH.$ALONG NC 58 FOR 0.6 MI (1.0 KM)
 AC7511'EAST FROM THE POST OFFICE IN ATLANTIC BEACH, IN THE NORTH SHOULDER OF
 AC7511'THE HIGHWAY.$MARK IS FLUSH WITH GROUND AND ABOUT 1-FOOT LOWER THAN NC
 AC7511'58. LOCATED 35.8 FT (10.9 M) NORTH OF THE CENTERLINE OF NC 58 TURN
 AC7511'LANE, 5.5 NORTHWEST OF A 24-INCH CONCRETE PIPE, AND 11.3 FT (3.4 M)
 AC7511'EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2273 ***********************************************************************
 FY2273  DESIGNATION -  33 MAX
 FY2273  PID         -  FY2273
 FY2273  STATE/COUNTY-  NC/ROCKINGHAM
 FY2273  USGS QUAD   -  RUFFIN (1994)
 FY2273
 FY2273                         *CURRENT SURVEY CONTROL
 FY2273  ___________________________________________________________________
 FY2273* NAD 83(2001)-  36 23 45.09287(N)    079 32 35.90306(W)     ADJUSTED  
 FY2273* NAVD 88     -       195.218  (meters)     640.48   (feet)  ADJUSTED  
 FY2273  ___________________________________________________________________
 FY2273  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 FY2273  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FY2273  DYNAMIC HT  -         195.054 (meters)     639.94  (feet)  COMP
 FY2273  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 FY2273
 FY2273  HORZ ORDER  -  SECOND
 FY2273  VERT ORDER  -  FIRST     CLASS II
 FY2273
 FY2273.The horizontal coordinates were established by classical geodetic methods
 FY2273.and adjusted by the National Geodetic Survey in August 2005.
 FY2273
 FY2273.The orthometric height was determined by differential leveling
 FY2273.and adjusted in June 1991.
 FY2273
 FY2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2273
 FY2273.The geoid height was determined by GEOID03.
 FY2273
 FY2273.The dynamic height is computed by dividing the NAVD 88
 FY2273.geopotential number by the normal gravity value computed on the
 FY2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2273.degrees latitude (g = 980.6199 gals.).
 FY2273
 FY2273.The modeled gravity was interpolated from observed gravity values.
 FY2273
 FY2273;                    North         East     Units Scale Factor Converg.
 FY2273;SPC NC       -   293,660.168   560,857.432   MT  1.00007204   -0 18 48.9
 FY2273;SPC NC       -   963,450.07  1,840,079.76   sFT  1.00007204   -0 18 48.9
 FY2273;UTM  17      - 4,028,841.939   630,633.260   MT  0.99981025   +0 51 52.1
 FY2273
 FY2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2273!SPC NC       -   0.99997434  x   1.00007204  =   1.00004638
 FY2273!UTM  17      -   0.99997434  x   0.99981025  =   0.99978460
 FY2273
 FY2273                          SUPERSEDED SURVEY CONTROL
 FY2273
 FY2273  NAD 83(1993)-  36 23 45.09473(N)    079 32 35.90606(W) AD(       ) 2
 FY2273  NAD 83(1986)-  36 23 45.09840(N)    079 32 35.91158(W) AD(       ) 2
 FY2273  NGVD 29 (03/05/92)  195.443  (m)          641.22   (f) ADJUSTED    1 2
 FY2273
 FY2273.Superseded values are not recommended for survey control.
 FY2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2273.See file dsdata.txt to determine how the superseded data were derived.
 FY2273
 FY2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3063328842(NAD 83)
 FY2273_MARKER: DB = BENCH MARK DISK
 FY2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2273_SP_SET: CONCRETE POST
 FY2273_STAMPING: 33 MAX 1971 641
 FY2273_MARK LOGO: USGS  
 FY2273_PROJECTION: PROJECTING 8 CENTIMETERS
 FY2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2273+STABILITY: SURFACE MOTION
 FY2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2273+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2273
 FY2273  HISTORY     - Date     Condition        Report By
 FY2273  HISTORY     - 1971     MONUMENTED       USGS
 FY2273  HISTORY     - 1982     GOOD             NCGS
 FY2273  HISTORY     - 1985     GOOD             USPSQD
 FY2273  HISTORY     - 19960622 GOOD             USPSQD
 FY2273  HISTORY     - 20040408 GOOD             USPSQD
 FY2273
 FY2273                          STATION DESCRIPTION
 FY2273
 FY2273'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2273'3.4 MI SOUTH FROM RUFFIN.
 FY2273'LOCATED ALONG US 158, 1.05 MILES EAST OF THE INTERSECTION WITH
 FY2273'SR 2552 IN LAWSONVILLE, OR 1.15 MILES WEST OF THE CASWELL-ROCKINGHAM
 FY2273'COUNTY LINE, AT THE INTERSECTION WITH SR 2569 IN SOUTHEAST QUADRANT,
 FY2273'45.0 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 41.0 FEET EAST
 FY2273'SOUTHEAST OF CENTERLINE OF SR 2569, 51.0 FEET WEST-NORTHWEST OF
 FY2273'NORTHWEST CORNER OF HOUSE PORCH, AND 2.4 FEET EAST-NORTHEAST OF
 FY2273'POWER POLE WITH REFERENCE TAG.
 FY2273'THE MARK IS 0.9 FT  NNW FROM A WITNESS POST.
 FY2273'THE MARK IS 1 FT ABOVE HIGHWAY.
 FY2273
 FY2273                          STATION RECOVERY (1985)
 FY2273
 FY2273'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2273'RECOVERED IN GOOD CONDITION.
 FY2273
 FY2273                          STATION RECOVERY (1996)
 FY2273
 FY2273'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2273'RECOVERED IN GOOD CONDITION.
 FY2273
 FY2273                          STATION RECOVERY (2004)
 FY2273
 FY2273'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0319 ***********************************************************************
 EZ0319  DESIGNATION -  33 WC 1
 EZ0319  PID         -  EZ0319
 EZ0319  STATE/COUNTY-  NC/CUMBERLAND
 EZ0319  USGS QUAD   -  VANDER (1987)
 EZ0319
 EZ0319                         *CURRENT SURVEY CONTROL
 EZ0319  ___________________________________________________________________
 EZ0319* NAD 83(2001)-  35 02 34.31154(N)    078 50 36.22822(W)     ADJUSTED  
 EZ0319* NAVD 88     -        26.741  (meters)      87.73   (feet)  ADJUSTED  
 EZ0319  ___________________________________________________________________
 EZ0319  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EZ0319  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EZ0319  DYNAMIC HT  -          26.716 (meters)      87.65  (feet)  COMP
 EZ0319  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 EZ0319
 EZ0319  HORZ ORDER  -  SECOND
 EZ0319  VERT ORDER  -  FIRST     CLASS II
 EZ0319
 EZ0319.The horizontal coordinates were established by classical geodetic methods
 EZ0319.and adjusted by the National Geodetic Survey in August 2005.
 EZ0319
 EZ0319.The orthometric height was determined by differential leveling
 EZ0319.and adjusted in June 1991.
 EZ0319
 EZ0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0319
 EZ0319.The geoid height was determined by GEOID03.
 EZ0319
 EZ0319.The dynamic height is computed by dividing the NAVD 88
 EZ0319.geopotential number by the normal gravity value computed on the
 EZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0319.degrees latitude (g = 980.6199 gals.).
 EZ0319
 EZ0319.The modeled gravity was interpolated from observed gravity values.
 EZ0319
 EZ0319;                    North         East     Units Scale Factor Converg.
 EZ0319;SPC NC       -   143,428.747   623,888.055   MT  0.99987920   +0 05 25.4
 EZ0319;SPC NC       -   470,565.81  2,046,872.73   sFT  0.99987920   +0 05 25.4
 EZ0319;UTM  17      - 3,879,922.816   696,706.891   MT  1.00007690   +1 14 19.3
 EZ0319
 EZ0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0319!SPC NC       -   1.00000107  x   0.99987920  =   0.99988027
 EZ0319!UTM  17      -   1.00000107  x   1.00007690  =   1.00007797
 EZ0319
 EZ0319                          SUPERSEDED SURVEY CONTROL
 EZ0319
 EZ0319  NAD 83(1986)-  35 02 34.32023(N)    078 50 36.23659(W) AD(       ) 2
 EZ0319  NAD 27      -  35 02 33.72659(N)    078 50 37.14523(W) AD(       ) 2
 EZ0319  NGVD 29 (10/06/93)   27.010  (m)           88.62   (f) ADJUSTED    1 2
 EZ0319
 EZ0319.Superseded values are not recommended for survey control.
 EZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0319.See file dsdata.txt to determine how the superseded data were derived.
 EZ0319
 EZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9670779923(NAD 83)
 EZ0319_MARKER: DD = SURVEY DISK
 EZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0319_STAMPING: 33 WC 1 1971
 EZ0319_MARK LOGO: NCSHC 
 EZ0319_PROJECTION: FLUSH
 EZ0319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0319+STABILITY: SURFACE MOTION
 EZ0319
 EZ0319  HISTORY     - Date     Condition        Report By
 EZ0319  HISTORY     - 1971     MONUMENTED       NCHPWC
 EZ0319  HISTORY     - 1973     GOOD             NCSHC
 EZ0319  HISTORY     - 1980     GOOD             NCGS
 EZ0319  HISTORY     - 1980     GOOD             NCGS
 EZ0319  HISTORY     - 19970528 SEE DESCRIPTION  NCGS
 EZ0319  HISTORY     - 20050112 MARK NOT FOUND   USPSQD
 EZ0319
 EZ0319                          STATION DESCRIPTION
 EZ0319
 EZ0319'DESCRIBED BY NC HWY AND P W COMM 1971
 EZ0319'2 MI ESE FROM FAYETTEVILLE.
 EZ0319'STATION IS IN THE SE QUADRANT OF INTERSECTION OF NC 24 (CLINTON
 EZ0319'RD.) AND SR 1839 (N. PLYMOUTH ST.), 0.9 MI. E OF NC 24-210 BRIDGE
 EZ0319'OVER CAPE FEAR RIVER, 32.0 FT E OF C/L OF SR 1839, 37.2 FT N OF
 EZ0319'CENTER OF SEABOARD COAST LINE RR, 35.1 FT SSE OF N AND C IN AN
 EZ0319'ASPHALT ISLAND, 33.6 FT S OF RR SPIKE IN PP, AND 106.0 FT NNE OF
 EZ0319'N AND C IN PP DISK SET IN CONCRETE POST FLUSH WITH THE GROUND.
 EZ0319
 EZ0319                          STATION RECOVERY (1973)
 EZ0319
 EZ0319'RECOVERY NOTE BY NC STATE HWYS COMM 1973
 EZ0319'STATION AUTO IS LOCATED APPROXIMATELY 2.1 MILES EAST OF FAYETTEVILLE.
 EZ0319'TO REACH STATION FROM THE INTERSECTION OF NC 24 WITH NC 53 AND NC 210
 EZ0319'IN EAST SECTION OF FAYETTEVILLE, PROCEED EAST ALONG NC 24 FOR 0.55
 EZ0319'MILES TO INTERSECTION WITH SR 1839 AND STATION AUTO ON RIGHT ON EAST
 EZ0319'SIDE OF SR 1839 AND ON NORTH SIDE OF SCL R/R TRACKS.
 EZ0319'
 EZ0319'33 WC 1 IS A NCSHC DISK SET IN A CONCRET CYLINDER LOCATED IN THE
 EZ0319'NE QUADRANT OF INTERSECTION OF SR 1839 AND SCL R/R ON SOUTH SIDE OF NC
 EZ0319'31.6 FEET ESE OF C/L OF SR 1839, 34.7 FEET NNE OF N RAIL OF TRACKS, 62
 EZ0319'SSW OF C/L OF NC 24, AND 33.1 FEET OF PP W/ALUMINUM REF. TAG.
 EZ0319
 EZ0319                          STATION RECOVERY (1980)
 EZ0319
 EZ0319'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ0319'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A COMPLETE
 EZ0319'DESCRIPTION FOLLOWS.
 EZ0319'
 EZ0319'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES EAST OF FAYETTEVILLE.
 EZ0319'
 EZ0319'TO REACH THE STATION FROM THE INTERSECTION OF NC 24 WITH NC 53-210 ON
 EZ0319'EAST SIDE OF THE CAPE FEAR RIVER, PROCEED EAST ALONG NC 24 FOR
 EZ0319'0.5 MILES TO SR 1839 (PLYMOUTH STREET) AND STATION.
 EZ0319'
 EZ0319'THE STATION IS A STANDARD NCDOT DISK STAMPED---33 WC 1 1971--- SET IN
 EZ0319'THE TOP OF AN 8 INCH CONCRETE POST, WHICH IS 4 INCHES BELOW THE
 EZ0319'GROUND SURFACE.  THE MARK IS 62.5 FEET SOUTH-SOUTHWEST OF THE
 EZ0319'CENTERLINE OF NC 24, 34.7 FEET NORTH-NORTHEAST OF THE NORTH RAIL OF
 EZ0319'SOUTHERN COASTLINE RAILROAD, 31.6 FEET EAST-SOUTHEAST OF THE
 EZ0319'CENTERLINE OF SR 1839 AND 33.1 FEET SOUTH OF A POWER POLE WITH
 EZ0319'REFERENCE TAG.
 EZ0319
 EZ0319                          STATION RECOVERY (1980)
 EZ0319
 EZ0319'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0319'THE MARK IS 2 FT BELOW HIGHWAY.
 EZ0319
 EZ0319                          STATION RECOVERY (1997)
 EZ0319
 EZ0319'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB)
 EZ0319'SEARCHED FOR BUT NOT FOUND-PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 EZ0319
 EZ0319                          STATION RECOVERY (2005)
 EZ0319
 EZ0319'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0319'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0922 ***********************************************************************
 FZ0922  DESIGNATION -  3331.2
 FZ0922  PID         -  FZ0922
 FZ0922  STATE/COUNTY-  NC/AVERY
 FZ0922  USGS QUAD   -  NEWLAND (1994)
 FZ0922
 FZ0922                         *CURRENT SURVEY CONTROL
 FZ0922  ___________________________________________________________________
 FZ0922* NAD 83(1986)-  36 01 14.     (N)    081 55 15.     (W)     SCALED    
 FZ0922* NAVD 88     -      1015.111  (meters)    3330.41   (feet)  ADJUSTED  
 FZ0922  ___________________________________________________________________
 FZ0922  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ0922  DYNAMIC HT  -        1014.014 (meters)    3326.81  (feet)  COMP
 FZ0922  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 FZ0922
 FZ0922  VERT ORDER  -  SECOND    CLASS 0
 FZ0922
 FZ0922.The horizontal coordinates were scaled from a topographic map and have
 FZ0922.an estimated accuracy of +/- 6 seconds.
 FZ0922
 FZ0922.The orthometric height was determined by differential leveling
 FZ0922.and adjusted in June 1991.
 FZ0922
 FZ0922.The geoid height was determined by GEOID03.
 FZ0922
 FZ0922.The dynamic height is computed by dividing the NAVD 88
 FZ0922.geopotential number by the normal gravity value computed on the
 FZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0922.degrees latitude (g = 980.6199 gals.).
 FZ0922
 FZ0922.The modeled gravity was interpolated from observed gravity values.
 FZ0922
 FZ0922;                    North         East    Units  Estimated Accuracy
 FZ0922;SPC NC       -   255,750.      346,360.      MT  (+/- 180 meters Scaled)
 FZ0922
 FZ0922                          SUPERSEDED SURVEY CONTROL
 FZ0922
 FZ0922  NGVD 29 (??/??/92) 1015.164  (m)         3330.58   (f) ADJ UNCH    2 0
 FZ0922
 FZ0922.Superseded values are not recommended for survey control.
 FZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0922.See file dsdata.txt to determine how the superseded data were derived.
 FZ0922
 FZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV170866(NAD 83)
 FZ0922_MARKER: Q = CHISELED SQUARE
 FZ0922_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0922_SP_SET: ROCK
 FZ0922_MARK LOGO: USGS  
 FZ0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0922+STABILITY: POSITION/ELEVATION WELL
 FZ0922
 FZ0922  HISTORY     - Date     Condition        Report By
 FZ0922  HISTORY     - UNK      MONUMENTED       USGS
 FZ0922  HISTORY     - 1936     GOOD             NGS
 FZ0922  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0922
 FZ0922                          STATION DESCRIPTION
 FZ0922
 FZ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ0922'2.5 MI SW FROM PINEOLA.
 FZ0922'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 221 FROM PINEOLA, AVERY
 FZ0922'COUNTY, OPPOSITE THE JUNCTION OF A ROAD LEADING WEST AT CROSSNORE,
 FZ0922'IN A BALL FIELD, 8 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0922'AND 5 YARDS NORTH OF THE MIDDLE OF THE GATE TO THE FIELD, ON THE
 FZ0922'TOP OF THE SOUTH END OF A LARGE ROCK.  A CHISELED SQUARE.
 FZ0922
 FZ0922                          STATION RECOVERY (1990)
 FZ0922
 FZ0922'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0249 ***********************************************************************
 FB0249  DESIGNATION -  3342
 FB0249  PID         -  FB0249
 FB0249  STATE/COUNTY-  NC/MCDOWELL
 FB0249  USGS QUAD   -  CELO (1994)
 FB0249
 FB0249                         *CURRENT SURVEY CONTROL
 FB0249  ___________________________________________________________________
 FB0249* NAD 83(1986)-  35 46 13.     (N)    082 09 51.     (W)     SCALED    
 FB0249* NAVD 88     -      1018.787  (meters)    3342.47   (feet)  ADJUSTED  
 FB0249  ___________________________________________________________________
 FB0249  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FB0249  DYNAMIC HT  -        1017.688 (meters)    3338.86  (feet)  COMP
 FB0249  MODELED GRAV-     979,519.3   (mgal)                       NAVD 88
 FB0249
 FB0249  VERT ORDER  -  SECOND    CLASS 0
 FB0249
 FB0249.The horizontal coordinates were scaled from a topographic map and have
 FB0249.an estimated accuracy of +/- 6 seconds.
 FB0249
 FB0249.The orthometric height was determined by differential leveling
 FB0249.and adjusted in June 1991.
 FB0249
 FB0249.The geoid height was determined by GEOID03.
 FB0249
 FB0249.The dynamic height is computed by dividing the NAVD 88
 FB0249.geopotential number by the normal gravity value computed on the
 FB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0249.degrees latitude (g = 980.6199 gals.).
 FB0249
 FB0249.The modeled gravity was interpolated from observed gravity values.
 FB0249
 FB0249;                    North         East    Units  Estimated Accuracy
 FB0249;SPC NC       -   228,670.      323,560.      MT  (+/- 180 meters Scaled)
 FB0249
 FB0249                          SUPERSEDED SURVEY CONTROL
 FB0249
 FB0249  NGVD 29 (??/??/92) 1018.816  (m)         3342.57   (f) ADJ UNCH    2 0
 FB0249
 FB0249.Superseded values are not recommended for survey control.
 FB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0249.See file dsdata.txt to determine how the superseded data were derived.
 FB0249
 FB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV947590(NAD 83)
 FB0249_MARKER: DB = BENCH MARK DISK
 FB0249_SETTING: 66 = SET IN ROCK OUTCROP
 FB0249_SP_SET: ROCK OUTCROP
 FB0249_STAMPING: 3342 RPW 17 1934
 FB0249_MARK LOGO: USGS  
 FB0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0249+STABILITY: POSITION/ELEVATION WELL
 FB0249
 FB0249  HISTORY     - Date     Condition        Report By
 FB0249  HISTORY     - 1934     MONUMENTED       USGS
 FB0249  HISTORY     - 1935     GOOD             NGS
 FB0249  HISTORY     - 19930712 SEE DESCRIPTION  NCGS
 FB0249
 FB0249                          STATION DESCRIPTION
 FB0249
 FB0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB0249'1.5 MI E FROM BUSICK.
 FB0249'IN MC DOWELL COUNTY, ABOUT 1.5 MILES ALONG STATE HIGHWAY 80 FROM
 FB0249'THE POST OFFICE AT BUSICK, YANCEY COUNTY, AT BUCK CREEK GAP, ABOUT
 FB0249'168 FEET EAST OF THE YANCEY-MC DOWELL COUNTY LINE, 59.8 FEET NORTH
 FB0249'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE
 FB0249'NORTHWEST CORNER OF A FRAME SHACK, IN THE TOP OF A LARGE ROCK
 FB0249'OUTCROP, AND 2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 FB0249'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 3342 RPW 17 1934.
 FB0249
 FB0249                          STATION RECOVERY (1993)
 FB0249
 FB0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB0249'STATION MAY HAVE BEEN DESTROYED BY OVERLOOK CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0924 ***********************************************************************
 FZ0924  DESIGNATION -  3359.9
 FZ0924  PID         -  FZ0924
 FZ0924  STATE/COUNTY-  NC/AVERY
 FZ0924  USGS QUAD   -  NEWLAND (1994)
 FZ0924
 FZ0924                         *CURRENT SURVEY CONTROL
 FZ0924  ___________________________________________________________________
 FZ0924* NAD 83(1986)-  36 01 41.     (N)    081 54 50.     (W)     SCALED    
 FZ0924* NAVD 88     -      1023.889  (meters)    3359.21   (feet)  ADJUSTED  
 FZ0924  ___________________________________________________________________
 FZ0924  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FZ0924  DYNAMIC HT  -        1022.779 (meters)    3355.57  (feet)  COMP
 FZ0924  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 FZ0924
 FZ0924  VERT ORDER  -  SECOND    CLASS 0
 FZ0924
 FZ0924.The horizontal coordinates were scaled from a topographic map and have
 FZ0924.an estimated accuracy of +/- 6 seconds.
 FZ0924
 FZ0924.The orthometric height was determined by differential leveling
 FZ0924.and adjusted in June 1991.
 FZ0924
 FZ0924.The geoid height was determined by GEOID03.
 FZ0924
 FZ0924.The dynamic height is computed by dividing the NAVD 88
 FZ0924.geopotential number by the normal gravity value computed on the
 FZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0924.degrees latitude (g = 980.6199 gals.).
 FZ0924
 FZ0924.The modeled gravity was interpolated from observed gravity values.
 FZ0924
 FZ0924;                    North         East    Units  Estimated Accuracy
 FZ0924;SPC NC       -   256,570.      347,010.      MT  (+/- 180 meters Scaled)
 FZ0924
 FZ0924                          SUPERSEDED SURVEY CONTROL
 FZ0924
 FZ0924  NGVD 29 (??/??/92) 1023.941  (m)         3359.38   (f) ADJ UNCH    2 0
 FZ0924
 FZ0924.Superseded values are not recommended for survey control.
 FZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0924.See file dsdata.txt to determine how the superseded data were derived.
 FZ0924
 FZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV176874(NAD 83)
 FZ0924_MARKER: Q = CHISELED SQUARE
 FZ0924_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0924_SP_SET: ROCK LEDGE
 FZ0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0924+STABILITY: POSITION/ELEVATION WELL
 FZ0924
 FZ0924  HISTORY     - Date     Condition        Report By
 FZ0924  HISTORY     - UNK      MONUMENTED       USGS
 FZ0924  HISTORY     - 1936     GOOD             NGS
 FZ0924  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0924
 FZ0924                          STATION DESCRIPTION
 FZ0924
 FZ0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ0924'1.9 MI W FROM PINEOLA.
 FZ0924'1.9 MILES WEST ALONG U.S. HIGHWAY 221 FROM PINEOLA, AVERY COUNTY,
 FZ0924'0.9 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 194, 0.3 MILE
 FZ0924'SOUTH OF A BRIDGE OVER TIMBER CREEK, AT THE NORTH END OF A
 FZ0924'TANGENT, OPPOSITE THE GATE TO A FIELD WEST OF THE HIGHWAY, 15
 FZ0924'YARDS NORTH OF A 30-INCH OAK TREE, 7 YARDS EAST OF THE CENTERLINE
 FZ0924'OF THE HIGHWAY, AND ON THE SOUTHWEST CORNER OF A ROCK LEDGE, IN A
 FZ0924'SMALL RECESS.  A CHISELED SQUARE.
 FZ0924
 FZ0924                          STATION RECOVERY (1990)
 FZ0924
 FZ0924'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0924'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2465 ***********************************************************************
 EZ2465  DESIGNATION -  338 RALEIGH
 EZ2465  PID         -  EZ2465
 EZ2465  STATE/COUNTY-  NC/JOHNSTON
 EZ2465  USGS QUAD   -  CLAYTON (1993)
 EZ2465
 EZ2465                         *CURRENT SURVEY CONTROL
 EZ2465  ___________________________________________________________________
 EZ2465* NAD 83(1986)-  35 41 31.     (N)    078 22 45.     (W)     SCALED    
 EZ2465* NAVD 88     -       102.569  (meters)     336.51   (feet)  ADJUSTED  
 EZ2465  ___________________________________________________________________
 EZ2465  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 EZ2465  DYNAMIC HT  -         102.477 (meters)     336.21  (feet)  COMP
 EZ2465  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 EZ2465
 EZ2465  VERT ORDER  -  SECOND    CLASS II
 EZ2465
 EZ2465.The horizontal coordinates were scaled from a topographic map and have
 EZ2465.an estimated accuracy of +/- 6 seconds.
 EZ2465
 EZ2465.The orthometric height was determined by differential leveling
 EZ2465.and adjusted in June 1991.
 EZ2465
 EZ2465.The geoid height was determined by GEOID03.
 EZ2465
 EZ2465.The dynamic height is computed by dividing the NAVD 88
 EZ2465.geopotential number by the normal gravity value computed on the
 EZ2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2465.degrees latitude (g = 980.6199 gals.).
 EZ2465
 EZ2465.The modeled gravity was interpolated from observed gravity values.
 EZ2465
 EZ2465;                    North         East    Units  Estimated Accuracy
 EZ2465;SPC NC       -   215,600.      665,790.      MT  (+/- 180 meters Scaled)
 EZ2465
 EZ2465                          SUPERSEDED SURVEY CONTROL
 EZ2465
 EZ2465  NGVD 29 (??/??/92)  102.862  (m)          337.47   (f) ADJ UNCH    2 2
 EZ2465
 EZ2465.Superseded values are not recommended for survey control.
 EZ2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2465.See file dsdata.txt to determine how the superseded data were derived.
 EZ2465
 EZ2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV371529(NAD 83)
 EZ2465_MARKER: DD = SURVEY DISK
 EZ2465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ2465_SP_SET: BUILDING
 EZ2465_STAMPING: 338 RALEIGH
 EZ2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2465
 EZ2465  HISTORY     - Date     Condition        Report By
 EZ2465  HISTORY     - UNK      MONUMENTED       NCGS
 EZ2465  HISTORY     - 1976     GOOD             NCGS
 EZ2465  HISTORY     - 20050820 MARK NOT FOUND   GEOCAC
 EZ2465
 EZ2465                          STATION DESCRIPTION
 EZ2465
 EZ2465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2465'IN ARCHERS LODGE.
 EZ2465'STATION IS LOCATED IN CENTER OF COMMUNITY, AT THE OLD MASONIC LODGE
 EZ2465'BUILDING (REPORTEDLY TO BE TORN DOWN SOMETIME SOON), IN THE FACE OF
 EZ2465'THE SOUTHWEST BRICK SUPPORT COLUMN.  68.4 FT. ENE OF NORTHEAST CORNER
 EZ2465'OF ARCHERS LODGE FIRE STATION, 102.0 FT. WNW OF SOUTHWEST CORNER OF
 EZ2465'C.E. BARNES STORE AND 57.4 FT. WNW OF 24 INCH WHITE OAK WITH ALUMINUM
 EZ2465'REF. TAG.  DISK IS SET VERTICAL IN DRILL HOLE APPROXIMATELY 2 FEET
 EZ2465'ABOVE THE SURFACE OF THE GROUND.
 EZ2465
 EZ2465                          STATION RECOVERY (2005)
 EZ2465
 EZ2465'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2465'VISITED SITE. THE MASONIC LODGE BUILDING HAS BEEN TORN DOWN, AS
 EZ2465'PREDICTED AT THE TIME OF THE 1976 RECOVERY. BARNES STORE AND THE OLD
 EZ2465'FIRE DEPARTMENT BUILDING WERE EASILY IDENTIFIED. ADDITIONALLY, THE
 EZ2465'SITE WAS CONFIRMED BY A LOCAL RESIDENT.
 EZ2465' 
 EZ2465'SINCE THE DESCRIBED SETTING FOR 338 RALEIGH NO LONGER EXISTS, THE
 EZ2465'STATION IS PRESUMED TO BE DESTROYED.
 EZ2465' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1112 ***********************************************************************
 EY1112  DESIGNATION -  34 JS 5
 EY1112  PID         -  EY1112
 EY1112  STATE/COUNTY-  NC/EDGECOMBE
 EY1112  USGS QUAD   -  TARBORO (1981)
 EY1112
 EY1112                         *CURRENT SURVEY CONTROL
 EY1112  ___________________________________________________________________
 EY1112* NAD 83(1986)-  35 55 37.     (N)    077 34 11.     (W)     SCALED    
 EY1112* NAVD 88     -        22.305  (meters)      73.18   (feet)  ADJUSTED  
 EY1112  ___________________________________________________________________
 EY1112  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EY1112  DYNAMIC HT  -          22.286 (meters)      73.12  (feet)  COMP
 EY1112  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 EY1112
 EY1112  VERT ORDER  -  SECOND    CLASS I
 EY1112
 EY1112.The horizontal coordinates were scaled from a topographic map and have
 EY1112.an estimated accuracy of +/- 6 seconds.
 EY1112
 EY1112.The orthometric height was determined by differential leveling
 EY1112.and adjusted in June 1991.
 EY1112
 EY1112.The geoid height was determined by GEOID03.
 EY1112
 EY1112.The dynamic height is computed by dividing the NAVD 88
 EY1112.geopotential number by the normal gravity value computed on the
 EY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1112.degrees latitude (g = 980.6199 gals.).
 EY1112
 EY1112.The modeled gravity was interpolated from observed gravity values.
 EY1112
 EY1112;                    North         East    Units  Estimated Accuracy
 EY1112;SPC NC       -   242,430.      738,670.      MT  (+/- 180 meters Scaled)
 EY1112
 EY1112                          SUPERSEDED SURVEY CONTROL
 EY1112
 EY1112  NGVD 29 (??/??/92)   22.621  (m)           74.22   (f) ADJ UNCH    2 1
 EY1112
 EY1112.Superseded values are not recommended for survey control.
 EY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1112.See file dsdata.txt to determine how the superseded data were derived.
 EY1112
 EY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE681788(NAD 83)
 EY1112_MARKER: DD = SURVEY DISK
 EY1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1112_STAMPING: 34 JS 5 1963
 EY1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1112+STABILITY: SURFACE MOTION
 EY1112
 EY1112  HISTORY     - Date     Condition        Report By
 EY1112  HISTORY     - 1963     MONUMENTED       NCGS
 EY1112  HISTORY     - 1976     GOOD             NCGS
 EY1112
 EY1112                          STATION DESCRIPTION
 EY1112
 EY1112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1112'2.7 MI NW FROM TARBORO.
 EY1112'STATION IS LOCATED 0.1 MILE WEST OF Y INTERSECTION OF US 64 BUSINESS
 EY1112'AND US 64 BYPASS NORTHWEST OF TARBORO, AND ON THE NORTH SIDE OF US 64
 EY1112'AND BY A FENCE CORNER ON WEST SIDE OF A PAVED DRIVEWAY TO A BRICK
 EY1112'HOUSE.  30.3 FT. N OF CENTERLINE OF US 64, 5.4 FT. N OF CENTER OF WEST
 EY1112'END OF CULVERT UNDER DRIVEWAY, 99.4 FT. SW OF SOUTHWEST CORNER OF
 EY1112'BRICK HOME, 47.7 FT. E OF T.P. NO. 509 AND 1.0 FT. S OF FENCE CORNER.
 EY1112'DISK IS SET IN TOP OF CONCRETE PRECAST, FLUSH WITH THE SURFACE OF THE
 EY1112'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9812 ***********************************************************************
 AG9812  DESIGNATION -  34 LB 2
 AG9812  PID         -  AG9812
 AG9812  STATE/COUNTY-  NC/RICHMOND
 AG9812  USGS QUAD   -  ROCKINGHAM (1982)
 AG9812
 AG9812                         *CURRENT SURVEY CONTROL
 AG9812  ___________________________________________________________________
 AG9812* NAD 83(2001)-  34 56 31.12215(N)    079 50 05.21509(W)     ADJUSTED  
 AG9812* NAVD 88     -       125.40   (meters)     411.4    (feet)  LEVELING  
 AG9812  ___________________________________________________________________
 AG9812  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AG9812  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AG9812  HORZ ORDER  -  SECOND
 AG9812  VERT ORDER  -  THIRD
 AG9812
 AG9812.The horizontal coordinates were established by classical geodetic methods
 AG9812.and adjusted by the National Geodetic Survey in August 2005.
 AG9812
 AG9812.The orthometric height was determined by differential leveling.
 AG9812.The vertical network tie was performed by a horz. field party for horz.
 AG9812.obs reductions. Reset procedures were used to establish the elevation.
 AG9812
 AG9812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9812
 AG9812.The geoid height was determined by GEOID03.
 AG9812
 AG9812;                    North         East     Units Scale Factor Converg.
 AG9812;SPC NC       -   132,547.060   533,351.255   MT  0.99988712   -0 28 54.5
 AG9812;SPC NC       -   434,864.81  1,749,836.58   sFT  0.99988712   -0 28 54.5
 AG9812;UTM  17      - 3,867,228.468   606,405.618   MT  0.99973954   +0 40 02.8
 AG9812
 AG9812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9812!SPC NC       -   0.99998518  x   0.99988712  =   0.99987231
 AG9812!UTM  17      -   0.99998518  x   0.99973954  =   0.99972473
 AG9812
 AG9812                          SUPERSEDED SURVEY CONTROL
 AG9812
 AG9812  NAD 83(1986)-  34 56 31.12928(N)    079 50 05.21831(W) AD(       ) 2
 AG9812
 AG9812.Superseded values are not recommended for survey control.
 AG9812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9812.See file dsdata.txt to determine how the superseded data were derived.
 AG9812
 AG9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0640667228(NAD 83)
 AG9812_MARKER: DD = SURVEY DISK
 AG9812_SETTING: 0 = UNSPECIFIED SETTING
 AG9812_STAMPING: 34 LB 2 1981
 AG9812_MARK LOGO: NCDOT 
 AG9812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9812+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 AG9812
 AG9812  HISTORY     - Date     Condition        Report By
 AG9812  HISTORY     - 1981     MONUMENTED       NCDOT
 AG9812  HISTORY     - 19930909 GOOD             NCGS
 AG9812
 AG9812                          STATION DESCRIPTION
 AG9812
 AG9812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9812'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) WEST OF ROCKINGHAM AND 1.8 MI
 AG9812'(2.9 KM) WEST-NORTHWEST OF CORDOVA. PROCEED ALONG US 74 FOR 3.1 MI
 AG9812'(5.0 KM) FROM THE PEE DEE RIVER EAST TO SR 1109, THENCE ALONG SR 1109
 AG9812'SOUTHWEST FOR 1.35 MI (2.17 KM) TO THE STATION, ON THE NORTHWEST SIDE
 AG9812'OF THE ROAD. MARK IS ACROSS THE ROAD FROM AND MIDWAY BETWEEN A 1-STORY
 AG9812'FRAME HOUSE AND A BARN. MARK IS FLUSH WITH GROUND IN AN ALUMINUM
 AG9812'MARKER AND ABOUT 2-FEET HIGHER THAN THE ROAD. LOCATED 29.5 FT (9.0 M)
 AG9812'SOUTHEAST OF THE CENTERLINE OF SR 1109, 5.6 FT (1.7 M) SOUTHWEST OF A
 AG9812'FIRE HYDRANT, 2.3 FT (0.7 M) NORTHEAST OF A WATER VALVE REFERENCE
 AG9812'POST, AND 36.1 FT (11.0 M) EAST-NORTHEAST OF A POWER POLE WITH A
 AG9812'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2276 ***********************************************************************
 FY2276  DESIGNATION -  34 MAX
 FY2276  PID         -  FY2276
 FY2276  STATE/COUNTY-  NC/ROCKINGHAM
 FY2276  USGS QUAD   -  RUFFIN (1994)
 FY2276
 FY2276                         *CURRENT SURVEY CONTROL
 FY2276  ___________________________________________________________________
 FY2276* NAD 83(2001)-  36 23 55.30359(N)    079 31 46.17921(W)     ADJUSTED  
 FY2276* NAVD 88     -       152.987  (meters)     501.92   (feet)  ADJUSTED  
 FY2276  ___________________________________________________________________
 FY2276  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 FY2276  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FY2276  DYNAMIC HT  -         152.859 (meters)     501.50  (feet)  COMP
 FY2276  MODELED GRAV-     979,790.1   (mgal)                       NAVD 88
 FY2276
 FY2276  HORZ ORDER  -  SECOND
 FY2276  VERT ORDER  -  FIRST     CLASS II
 FY2276
 FY2276.The horizontal coordinates were established by classical geodetic methods
 FY2276.and adjusted by the National Geodetic Survey in August 2005.
 FY2276
 FY2276.The orthometric height was determined by differential leveling
 FY2276.and adjusted in June 1991.
 FY2276
 FY2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2276
 FY2276.The geoid height was determined by GEOID03.
 FY2276
 FY2276.The dynamic height is computed by dividing the NAVD 88
 FY2276.geopotential number by the normal gravity value computed on the
 FY2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2276.degrees latitude (g = 980.6199 gals.).
 FY2276
 FY2276.The modeled gravity was interpolated from observed gravity values.
 FY2276
 FY2276;                    North         East     Units Scale Factor Converg.
 FY2276;SPC NC       -   293,968.225   562,098.285   MT  1.00007303   -0 18 20.2
 FY2276;SPC NC       -   964,460.75  1,844,150.79   sFT  1.00007303   -0 18 20.2
 FY2276;UTM  17      - 4,029,175.359   631,867.196   MT  0.99981425   +0 52 21.8
 FY2276
 FY2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2276!SPC NC       -   0.99998096  x   1.00007303  =   1.00005399
 FY2276!UTM  17      -   0.99998096  x   0.99981425  =   0.99979522
 FY2276
 FY2276                          SUPERSEDED SURVEY CONTROL
 FY2276
 FY2276  NAD 83(1993)-  36 23 55.30531(N)    079 31 46.18216(W) AD(       ) 2
 FY2276  NAD 83(1986)-  36 23 55.30897(N)    079 31 46.18777(W) AD(       ) 2
 FY2276  NGVD 29 (03/05/92)  153.211  (m)          502.66   (f) ADJUSTED    1 2
 FY2276
 FY2276.Superseded values are not recommended for survey control.
 FY2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2276.See file dsdata.txt to determine how the superseded data were derived.
 FY2276
 FY2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3186729175(NAD 83)
 FY2276_MARKER: DB = BENCH MARK DISK
 FY2276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2276_SP_SET: WINGWALL
 FY2276_STAMPING: 34 MAX 1971 503
 FY2276_MARK LOGO: USGS  
 FY2276_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2276+STABILITY: SURFACE MOTION
 FY2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2276+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2276
 FY2276  HISTORY     - Date     Condition        Report By
 FY2276  HISTORY     - 1971     MONUMENTED       USGS
 FY2276  HISTORY     - 1982     GOOD             NCGS
 FY2276  HISTORY     - 1985     GOOD             USPSQD
 FY2276  HISTORY     - 19960622 GOOD             USPSQD
 FY2276  HISTORY     - 20040408 GOOD             USPSQD
 FY2276
 FY2276                          STATION DESCRIPTION
 FY2276
 FY2276'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2276'3.4 MI SSE FROM RUFFIN.
 FY2276'LOCATED ALONG US 158, 0.35 MILE WEST OF THE CASWELL-ROCKINGHAM COUNTY
 FY2276'LINE, IN NORTHEAST WINGWALL OF HOGANS CREEK BRIDGE, 22.4 FEET NORTH
 FY2276'OF CENTERLINE OF HIGHWAY, 0.5 FEET SOUTHWEST OF NORTH END OF WINGWALL,
 FY2276'AND 7.6 FEET NORTHWEST OF FIRST GUARD RAIL POST.
 FY2276'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2276
 FY2276                          STATION RECOVERY (1985)
 FY2276
 FY2276'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2276'NORTHWEST HEADWALL OF BRIDGE 8.1597501. ON US 15 .4 SOUTH OF CASWELL
 FY2276'CO LINE.
 FY2276
 FY2276                          STATION RECOVERY (1996)
 FY2276
 FY2276'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2276'RECOVERED IN GOOD CONDITION.
 FY2276
 FY2276                          STATION RECOVERY (2004)
 FY2276
 FY2276'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0120 ***********************************************************************
 EB0120  DESIGNATION -  34 WC 1
 EB0120  PID         -  EB0120
 EB0120  STATE/COUNTY-  NC/SAMPSON
 EB0120  USGS QUAD   -  CLINTON SOUTH (1986)
 EB0120
 EB0120                         *CURRENT SURVEY CONTROL
 EB0120  ___________________________________________________________________
 EB0120* NAD 83(2001)-  34 58 50.12777(N)    078 18 11.83668(W)     ADJUSTED  
 EB0120* NAVD 88     -        47.291  (meters)     155.15   (feet)  ADJUSTED  
 EB0120  ___________________________________________________________________
 EB0120  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 EB0120  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EB0120  DYNAMIC HT  -          47.248 (meters)     155.01  (feet)  COMP
 EB0120  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 EB0120
 EB0120  HORZ ORDER  -  SECOND
 EB0120  VERT ORDER  -  SECOND    CLASS II
 EB0120
 EB0120.The horizontal coordinates were established by classical geodetic methods
 EB0120.and adjusted by the National Geodetic Survey in August 2005.
 EB0120
 EB0120.The orthometric height was determined by differential leveling
 EB0120.and adjusted in June 1991.
 EB0120
 EB0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0120
 EB0120.The geoid height was determined by GEOID03.
 EB0120
 EB0120.The dynamic height is computed by dividing the NAVD 88
 EB0120.geopotential number by the normal gravity value computed on the
 EB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0120.degrees latitude (g = 980.6199 gals.).
 EB0120
 EB0120.The modeled gravity was interpolated from observed gravity values.
 EB0120
 EB0120;                    North         East     Units Scale Factor Converg.
 EB0120;SPC NC       -   136,732.867   673,209.882   MT  0.99988373   +0 24 07.6
 EB0120;SPC NC       -   448,597.75  2,208,689.42   sFT  0.99988373   +0 24 07.6
 EB0120;UTM  17      - 3,874,213.349   746,168.925   MT  1.00034693   +1 32 48.5
 EB0120
 EB0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0120!SPC NC       -   0.99999803  x   0.99988373  =   0.99988176
 EB0120!UTM  17      -   0.99999803  x   1.00034693  =   1.00034496
 EB0120
 EB0120|---------------------------------------------------------------------|
 EB0120| PID    Reference Object                     Distance      Geod. Az  |
 EB0120|                                                           dddmmss.s |
 EB0120| EB0121 PLAZA                               232.248 METERS 15850     |
 EB0120| EB0119 KENNEDY                             APPROX. 0.7 KM 3360720.9 |
 EB0120|---------------------------------------------------------------------|
 EB0120
 EB0120                          SUPERSEDED SURVEY CONTROL
 EB0120
 EB0120  NAD 83(1986)-  34 58 50.13910(N)    078 18 11.84982(W) AD(       ) 2
 EB0120  NAD 27      -  34 58 49.53795(N)    078 18 12.85773(W) AD(       ) 2
 EB0120  NGVD 29 (??/??/92)   47.583  (m)          156.11   (f) ADJ UNCH    2 2
 EB0120
 EB0120.Superseded values are not recommended for survey control.
 EB0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0120.See file dsdata.txt to determine how the superseded data were derived.
 EB0120
 EB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4616974213(NAD 83)
 EB0120_MARKER: DE = TRAVERSE STATION DISK
 EB0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0120_SP_SET: MONUMENT
 EB0120_STAMPING: 34 WC 1 1971
 EB0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0120
 EB0120  HISTORY     - Date     Condition        Report By
 EB0120  HISTORY     - 1971     MONUMENTED       NCDOT
 EB0120  HISTORY     - 1974     GOOD             NCGS
 EB0120  HISTORY     - 1983     MARK NOT FOUND   NCSHC
 EB0120  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0120
 EB0120                          STATION DESCRIPTION
 EB0120
 EB0120'DESCRIBED BY 
NC DOT 1971 (JWC)
 EB0120'34 WC 1 1971 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB0120'VICINITY OF CLINTON, NORTH CAROLINA.
 EB0120'
 EB0120'34 WC 1 1971 IS LOCATED APPROXIMATELY 1.65 MILES SE OF CLINTON.  TO
 EB0120'REACH STATION FROM THE US 701 BRIDGE OVER US 421 SOUTH OF CLINTON,
 EB0120'PROCEED NORTH ALONG US 701 FOR 1.1 MILES TO SR 1924 (EAST) AND
 EB0120'STATION IN ISLAND IN THE NE QUADRANT OF INTERSECTION, AND
 EB0120'APPROXIMATELY 80 FEET SW OF DAIRY QUEEN BUILDING.
 EB0120'
 EB0120'STATION MARK IS A STANDARD NCSHC TRAVERSE STATION SET IN THE TOP OF A
 EB0120'PRECAST MONUMENT, STAMPED 34 WC 1 1971, AND IS 1 INCH BELOW THE
 EB0120'SURFACE OF THE GROUND.
 EB0120'
 EB0120'MARK IS
 EB0120'
 EB0120'41.0 FEET E OF INTERSECTION OF C/L OF US 701 AND SR 1924.
 EB0120'32.2 FEET N OF PROJECTED C/L OF SR 1924.
 EB0120'2.3 FEET S OF PP NO. 9104 (BY JUNCTION BOX) W/ALUMINUM REF. TAG.
 EB0120'64.5 FEET SSW OF CONCRETE BASE OF METAL POST OF LIGHTS.
 EB0120'15.7 FEET NNW OF SW CORNER OF ISLAND.
 EB0120
 EB0120                          STATION RECOVERY (1974)
 EB0120
 EB0120'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0120'1.6 MI SE FROM CLINTON.
 EB0120'TO REACH STATION FROM THE US 701 BRIDGE OVER US 421 SOUTH OF
 EB0120'CLINTON, PROCEED NORTH ALONG US 701 FOR 1.1 MILES TO SR 1924
 EB0120'(EAST) AND STATION IN ISLAND IN THE NE QUADRANT OF INTERSECTION,
 EB0120'AND APPROXIMATELY 80 FT SW OF DAIRY QUEEN BUILDING, 41.0 FT E OF
 EB0120'INTERSECTION OF C/L OF US 701 AND SR 1924, 32.2 FT N OF PROJECTED
 EB0120'C/L OF SR 1924, 2.3 FT S OF PP 9104 (BY JUNCTION BOX) W/ALUMINUM
 EB0120'REF. TAG, 64.5 FT SSW OF CONCRETE BASE OF METAL POST OF LIGHTS,
 EB0120'AND 15.7 FT NNW OF SE CORNER OF ISLAND.  DISK IS SET IN PRECAST
 EB0120'MONUMENT, 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB0120
 EB0120                          STATION RECOVERY (1983)
 EB0120
 EB0120'RECOVERY NOTE BY NC STATE HWYS COMM 1983 (EJS)
 EB0120'MARK NOT FOUND.
 EB0120
 EB0120                          STATION RECOVERY (1983)
 EB0120
 EB0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (EJS)
 EB0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2062 ***********************************************************************
 EB2062  DESIGNATION -  34 WC 2
 EB2062  PID         -  EB2062
 EB2062  STATE/COUNTY-  NC/SAMPSON
 EB2062  USGS QUAD   -  CLINTON SOUTH (1986)
 EB2062
 EB2062                         *CURRENT SURVEY CONTROL
 EB2062  ___________________________________________________________________
 EB2062* NAD 83(2001)-  34 57 30.63525(N)    078 17 45.41267(W)     ADJUSTED  
 EB2062* NAVD 88     -        44.08   (+/-2cm)     144.6    (feet)  VERTCON   
 EB2062  ___________________________________________________________________
 EB2062  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 EB2062  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EB2062  HORZ ORDER  -  SECOND
 EB2062  VERT ORDER  -  THIRD ? (See Below)
 EB2062
 EB2062.The horizontal coordinates were established by classical geodetic methods
 EB2062.and adjusted by the National Geodetic Survey in August 2005.
 EB2062
 EB2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2062.The vertical order pertains to the NGVD 29 superseded value.
 EB2062
 EB2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2062
 EB2062.The geoid height was determined by GEOID03.
 EB2062
 EB2062;                    North         East     Units Scale Factor Converg.
 EB2062;SPC NC       -   134,288.244   673,897.372   MT  0.99988561   +0 24 22.9
 EB2062;SPC NC       -   440,577.35  2,210,944.96   sFT  0.99988561   +0 24 22.9
 EB2062;UTM  17      - 3,871,781.813   746,905.439   MT  1.00035141   +1 33 00.6
 EB2062
 EB2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2062!SPC NC       -   0.99999855  x   0.99988561  =   0.99988416
 EB2062!UTM  17      -   0.99999855  x   1.00035141  =   1.00034996
 EB2062
 EB2062|---------------------------------------------------------------------|
 EB2062| PID    Reference Object                     Distance      Geod. Az  |
 EB2062|                                                           dddmmss.s |
 EB2062| EB2061 WATSON                               96.237 METERS 30849     |
 EB2062| EB0123 FAIRCLOTH                           APPROX. 1.1 KM 3090736.0 |
 EB2062|---------------------------------------------------------------------|
 EB2062
 EB2062                          SUPERSEDED SURVEY CONTROL
 EB2062
 EB2062  NAD 83(1986)-  34 57 30.64648(N)    078 17 45.42612(W) AD(       ) 2
 EB2062  NAD 27      -  34 57 30.04451(N)    078 17 46.43353(W) AD(       ) 2
 EB2062  NGVD 29 (07/19/86)   44.37   (m)          145.6    (f) LEVELING    3  
 EB2062
 EB2062.Superseded values are not recommended for survey control.
 EB2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2062.See file dsdata.txt to determine how the superseded data were derived.
 EB2062
 EB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4690571782(NAD 83)
 EB2062_MARKER: DD = SURVEY DISK
 EB2062_SETTING: 0 = UNSPECIFIED SETTING
 EB2062_STAMPING: 34 WC 2 1971
 EB2062_MARK LOGO: NCSHC 
 EB2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2062
 EB2062  HISTORY     - Date     Condition        Report By
 EB2062  HISTORY     - 1971     MONUMENTED       NCDOT
 EB2062
 EB2062                          STATION DESCRIPTION
 EB2062
 EB2062'DESCRIBED BY 
NC DOT 1971 (JWC)
 EB2062'34 WC 2 1971 IS A N.C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2062'VICINITY OF CLINTON, NORTH CAROLINA.
 EB2062'
 EB2062'34 WC 2 1971 IS LOCATED APPROXIMATELY 3.0 MILES SSE OF CLINTON, AND
 EB2062'6.6 MILES WSW OF TURKEY.  TO REACH STATION FROM THE US 421 UNDERPASS
 EB2062'OF US 701, SOUTH OF CLINTON, PROCEED SOUTH ALONG US 421 FOR 0.65
 EB2062'MILES TO INTERSECTION WITH SR 1934, THENCE EAST ALONG SR 1934 FOR
 EB2062'APPROXIMATELY 250 FEET TO STATION ON LEFT IN NORTH SHOULDER.
 EB2062'
 EB2062'STATION MARK IS A STANDARD NCSHC TRAVERSE STATION SET IN THE TOP
 EB2062'OF A PRECAST MONUMENT,
 EB2062'STAMPED---34 WC 2 1971---, THE TOP OF WHICH IS SET
 EB2062'2 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2062'
 EB2062'MARK IS
 EB2062'
 EB2062'13.7 FEET NNW OF C/L OF SR 1934.
 EB2062'95.1 FEET NW OF PP NO. 9621-1 W/ALUMINUM REF. TAG.
 EB2062'91.0 FEET ESE OF PP NO. 9621 W/ALUMINUM REF. TAG.
 EB2062'95.6 FEET ENE OF 4X4 KEEP RIGHT SIGN W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1140 ***********************************************************************
 EB1140  DESIGNATION -  34 WC 21
 EB1140  PID         -  EB1140
 EB1140  STATE/COUNTY-  NC/DUPLIN
 EB1140  USGS QUAD   -  WARSAW SOUTH (1984)
 EB1140
 EB1140                         *CURRENT SURVEY CONTROL
 EB1140  ___________________________________________________________________
 EB1140* NAD 83(1986)-  34 58 18.     (N)    078 05 02.     (W)     SCALED    
 EB1140* NAVD 88     -        39.988  (meters)     131.19   (feet)  ADJUSTED  
 EB1140  ___________________________________________________________________
 EB1140  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EB1140  DYNAMIC HT  -          39.951 (meters)     131.07  (feet)  COMP
 EB1140  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EB1140
 EB1140  VERT ORDER  -  SECOND    CLASS II
 EB1140
 EB1140.The horizontal coordinates were scaled from a topographic map and have
 EB1140.an estimated accuracy of +/- 6 seconds.
 EB1140
 EB1140.The orthometric height was determined by differential leveling
 EB1140.and adjusted in June 1991.
 EB1140
 EB1140.The geoid height was determined by GEOID03.
 EB1140
 EB1140.The dynamic height is computed by dividing the NAVD 88
 EB1140.geopotential number by the normal gravity value computed on the
 EB1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1140.degrees latitude (g = 980.6199 gals.).
 EB1140
 EB1140.The modeled gravity was interpolated from observed gravity values.
 EB1140
 EB1140;                    North         East    Units  Estimated Accuracy
 EB1140;SPC NC       -   135,910.      693,250.      MT  (+/- 180 meters Scaled)
 EB1140
 EB1140                          SUPERSEDED SURVEY CONTROL
 EB1140
 EB1140  NGVD 29 (??/??/92)   40.256  (m)          132.07   (f) ADJ UNCH    2 2
 EB1140
 EB1140.Superseded values are not recommended for survey control.
 EB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1140.See file dsdata.txt to determine how the superseded data were derived.
 EB1140
 EB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU662737(NAD 83)
 EB1140_MARKER: DD = SURVEY DISK
 EB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1140_STAMPING: 34-WC-21 1971
 EB1140
 EB1140  HISTORY     - Date     Condition        Report By
 EB1140  HISTORY     - UNK      MONUMENTED
 EB1140  HISTORY     - 1975     GOOD             NCGS
 EB1140
 EB1140                          STATION DESCRIPTION
 EB1140
 EB1140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EB1140'2.0 MI S FROM WARSAW.
 EB1140'TO REACH STATION FROM INTERSECTION OF NC 24 WITH US 117 IN WARSAW,
 EB1140'PROCEED SOUTH ALONG US 117 FOR 2.0 MILES TO STATION ON LEFT BETWEEN
 EB1140'HIGHWAY AND RR, AT A DRIVEWAY TO GRAIN ELEVATORS.  42.2 FT. WSW OF C/L
 EB1140'OF US 117, 62.3 FT. SE OF C/L INTERSECTION OF RR AND DRIVEWAY TO
 EB1140'FARMERS GRAIN ELEVATORS, 14.5 FT. ESE OF CHISELED SQUARE (HIGHWAY
 EB1140'REFERENCE-EAST OF RR), ON TOP OF SOUTH END OF A 30 IN. CONCRETE
 EB1140'CULVERT, 59.7 FT. EAST OF CHISELED SQUARE (HIGHWAY REFERENCE - WEST OF
 EB1140'RR), IN TOP OF SOUTH END OF A 16 IN. CONCRETE CULVERT, AND 65.8 FT.
 EB1140'EAST OF 6X6 CREOSOTE RR SIGN POST FACING WEST, WITH ALUMINUM REF. TAG.
 EB1140'DISK IS SET IN TOP OF CONCRETE CYLINDER, 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0936 ***********************************************************************
 FZ0936  DESIGNATION -  3493.0
 FZ0936  PID         -  FZ0936
 FZ0936  STATE/COUNTY-  NC/WATAUGA
 FZ0936  USGS QUAD   -  BOONE (1994)
 FZ0936
 FZ0936                         *CURRENT SURVEY CONTROL
 FZ0936  ___________________________________________________________________
 FZ0936* NAD 83(1986)-  36 13 33.     (N)    081 42 43.     (W)     SCALED    
 FZ0936* NAVD 88     -      1064.446  (meters)    3492.27   (feet)  ADJUSTED  
 FZ0936  ___________________________________________________________________
 FZ0936  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FZ0936  DYNAMIC HT  -        1063.339 (meters)    3488.64  (feet)  COMP
 FZ0936  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 FZ0936
 FZ0936  VERT ORDER  -  SECOND    CLASS 0
 FZ0936
 FZ0936.The horizontal coordinates were scaled from a topographic map and have
 FZ0936.an estimated accuracy of +/- 6 seconds.
 FZ0936
 FZ0936.The orthometric height was determined by differential leveling
 FZ0936.and adjusted in June 1991.
 FZ0936
 FZ0936.The geoid height was determined by GEOID03.
 FZ0936
 FZ0936.The dynamic height is computed by dividing the NAVD 88
 FZ0936.geopotential number by the normal gravity value computed on the
 FZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0936.degrees latitude (g = 980.6199 gals.).
 FZ0936
 FZ0936.The modeled gravity was interpolated from observed gravity values.
 FZ0936
 FZ0936;                    North         East    Units  Estimated Accuracy
 FZ0936;SPC NC       -   277,990.      365,810.      MT  (+/- 180 meters Scaled)
 FZ0936
 FZ0936                          SUPERSEDED SURVEY CONTROL
 FZ0936
 FZ0936  NGVD 29 (??/??/92) 1064.544  (m)         3492.59   (f) ADJ UNCH    2 0
 FZ0936
 FZ0936.Superseded values are not recommended for survey control.
 FZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0936.See file dsdata.txt to determine how the superseded data were derived.
 FZ0936
 FZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA360092(NAD 83)
 FZ0936_MARKER: N = NAIL
 FZ0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0936_SP_SET: TREE
 FZ0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0936
 FZ0936  HISTORY     - Date     Condition        Report By
 FZ0936  HISTORY     - UNK      MONUMENTED       USGS
 FZ0936  HISTORY     - 1934     GOOD             NGS
 FZ0936
 FZ0936                          STATION DESCRIPTION
 FZ0936
 FZ0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0936'1.8 MI NW FROM BOONE.
 FZ0936'1-3/4 MILES NORTHWEST ALONG U.S. HIGHWAY 421 FROM BOONE, WATAUGA
 FZ0936'COUNTY, 0.1 MILE SOUTHEAST OF THE POST OFFICE AT ADAMS, ON THE
 FZ0936'PROPERTY OF A.T. MILLER, 36 FEET SOUTHWEST OF THE SOUTHEAST
 FZ0936'CORNER OF THE FRONT PORCH OF THE HOUSE, 24 FEET EAST OF THE
 FZ0936'CENTERLINE OF THE HIGHWAY, AND IN THE SOUTH ROOT OF A 24-INCH
 FZ0936'BUCKEYE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 FZ0936'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9400 ***********************************************************************
 DE9400  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9400  DESIGNATION -  34E 200
 DE9400  PID         -  DE9400
 DE9400  STATE/COUNTY-  NC/GUILFORD
 DE9400  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9400
 DE9400                         *CURRENT SURVEY CONTROL
 DE9400  ___________________________________________________________________
 DE9400* NAD 83(2007)-  36 04 17.11890(N)    079 44 27.41358(W)     ADJUSTED  
 DE9400* NAVD 88     -       246.92   (meters)     810.1    (feet)  GPS OBS   
 DE9400  ___________________________________________________________________
 DE9400  EPOCH DATE  -        2002.00
 DE9400  X           -     919,260.043 (meters)                     COMP
 DE9400  Y           -  -5,078,992.096 (meters)                     COMP
 DE9400  Z           -   3,734,727.501 (meters)                     COMP
 DE9400  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 DE9400  ELLIP HEIGHT-         216.221 (meters)          (02/10/07) ADJUSTED
 DE9400  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DE9400
 DE9400  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9400  Type    PID    Designation                      North   East  Ellip
 DE9400  -------------------------------------------------------------------
 DE9400  NETWORK DE9400 34E 200                           1.10   0.92   1.65
 DE9400  -------------------------------------------------------------------
 DE9400
 DE9400.The horizontal coordinates were established by GPS observations
 DE9400.and adjusted by the National Geodetic Survey in February 2007.
 DE9400
 DE9400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9400.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9400.The horizontal coordinates are valid at the epoch date displayed above.
 DE9400.The epoch date for horizontal control is a decimal equivalence
 DE9400.of Year/Month/Day.
 DE9400
 DE9400.The orthometric height was determined by GPS observations and a
 DE9400.high-resolution geoid model.
 DE9400.The orthometric height was determined by GPS observations and a
 DE9400.high-resolution geoid model using precise GPS observation and
 DE9400.processing techniques.
 DE9400
 DE9400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9400
 DE9400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9400
 DE9400.The ellipsoidal height was determined by GPS observations
 DE9400.and is referenced to NAD 83.
 DE9400
 DE9400.The geoid height was determined by GEOID03.
 DE9400
 DE9400;                    North         East     Units Scale Factor Converg.
 DE9400;SPC NC       -   257,774.486   542,857.188   MT  0.99997481   -0 25 39.6
 DE9400;SPC NC       -   845,715.13  1,781,023.96   sFT  0.99997481   -0 25 39.6
 DE9400;UTM  17      - 3,992,603.760   613,375.759   MT  0.99975838   +0 44 29.0
 DE9400
 DE9400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9400!SPC NC       -   0.99996607  x   0.99997481  =   0.99994088
 DE9400!UTM  17      -   0.99996607  x   0.99975838  =   0.99972445
 DE9400
 DE9400:                Primary Azimuth Mark                     Grid Az
 DE9400:SPC NC       -  35W 201                                  183 40 38.1
 DE9400:UTM  17      -  35W 201                                  182 30 29.5
 DE9400
 DE9400|---------------------------------------------------------------------|
 DE9400| PID    Reference Object                     Distance      Geod. Az  |
 DE9400|                                                           dddmmss.s |
 DE9400| DE9399 35W 201                             APPROX. 0.6 KM 1831458.5 |
 DE9400|---------------------------------------------------------------------|
 DE9400
 DE9400                          SUPERSEDED SURVEY CONTROL
 DE9400
 DE9400  NAD 83(2001)-  36 04 17.11903(N)    079 44 27.41349(W) AD(       ) 1
 DE9400  ELLIP H (03/13/03)  216.215  (m)                       GP(       ) 4 2
 DE9400  NAD 83(1986)-  36 04 17.12527(N)    079 44 27.42025(W) AD(       ) 1
 DE9400
 DE9400.Superseded values are not recommended for survey control.
 DE9400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9400.See file dsdata.txt to determine how the superseded data were derived.
 DE9400
 DE9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1337692604(NAD 83)
 DE9400_MARKER: DD = SURVEY DISK
 DE9400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9400_STAMPING: 34E200 1999
 DE9400_MARK LOGO: NC1940
 DE9400_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9400+STABILITY: SURFACE MOTION
 DE9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9400+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9400
 DE9400  HISTORY     - Date     Condition        Report By
 DE9400  HISTORY     - 1999     MONUMENTED       NC1940
 DE9400
 DE9400                          STATION DESCRIPTION
 DE9400
 DE9400'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9400'STATION IS ABOUT 2.8 MI (4.5 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9400'GOVERNMENT PLAZA, AT INTERSECTION OF FRANKLIN BOULEVARD AND HOLTS
 DE9400'CHAPEL ROAD.
 DE9400'ALONG FRANKLIN BOULEVARD, 0.6 MI (1.0 KM) NORTH OF MC CONNELL ROAD, IN
 DE9400'NORTHEAST QUADRANT OF INTERSECTION AND IN PARKING AREA OF RESCUE
 DE9400'TEMPLE CHURCH.
 DE9400'MARK IS ABOUT LEVEL WITH BOULEVARD AND RECESSED 2-INCHES BELOW GROUND.
 DE9400'LOCATED 21.5 FT (6.6 M) EAST OF THE CENTERLINE OF BOULEVARD, 42.0 FT
 DE9400'(12.8 M) NORTH OF CENTERLINE OF HOLTS CHAPEL ROAD, 32.0 FT (9.8 M)
 DE9400'NORTHWEST OF LAMP POST, AND 38.0 FT (11.6 M) SOUTHWEST OF--RESCUE
 DE9400'TEMPLE--CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0613 ***********************************************************************
 FX0613  DESIGNATION -  35 ECCS
 FX0613  PID         -  FX0613
 FX0613  STATE/COUNTY-  NC/PASQUOTANK
 FX0613  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0613
 FX0613                         *CURRENT SURVEY CONTROL
 FX0613  ___________________________________________________________________
 FX0613* NAD 83(1986)-  36 18 37.     (N)    076 13 34.     (W)     SCALED    
 FX0613* NAVD 88     -         1.998  (meters)       6.56   (feet)  ADJUSTED  
 FX0613  ___________________________________________________________________
 FX0613  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 FX0613  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 FX0613  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 FX0613
 FX0613  VERT ORDER  -  FIRST     CLASS I
 FX0613
 FX0613.The horizontal coordinates were scaled from a topographic map and have
 FX0613.an estimated accuracy of +/- 6 seconds.
 FX0613
 FX0613.The orthometric height was determined by differential leveling
 FX0613.and adjusted in June 1991.
 FX0613.WARNING-Repeat measurements at this control monument indicate possible
 FX0613.vertical movement.
 FX0613
 FX0613.The geoid height was determined by GEOID03.
 FX0613
 FX0613.The dynamic height is computed by dividing the NAVD 88
 FX0613.geopotential number by the normal gravity value computed on the
 FX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0613.degrees latitude (g = 980.6199 gals.).
 FX0613
 FX0613.The modeled gravity was interpolated from observed gravity values.
 FX0613
 FX0613;                    North         East    Units  Estimated Accuracy
 FX0613;SPC NC       -   287,510.      858,700.      MT  (+/- 180 meters Scaled)
 FX0613
 FX0613                          SUPERSEDED SURVEY CONTROL
 FX0613
 FX0613.No superseded survey control is available for this station.
 FX0613
 FX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF899190(NAD 83)
 FX0613_MARKER: DD = SURVEY DISK
 FX0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0613_STAMPING: 35 1953
 FX0613_PROJECTION: RECESSED 15 CENTIMETERS
 FX0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0613+STABILITY: SURFACE MOTION
 FX0613
 FX0613  HISTORY     - Date     Condition        Report By
 FX0613  HISTORY     - 1953     MONUMENTED       NC1460
 FX0613  HISTORY     - 1963     GOOD             NGS
 FX0613  HISTORY     - 1980     GOOD             NCGS
 FX0613
 FX0613                          STATION DESCRIPTION
 FX0613
 FX0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0613'AT ELIZABETH CITY.
 FX0613'AT ELIZABETH CITY, AT THE JUNCTION OF U.S. HIGHWAY 17 AND
 FX0613'WEST BROAD STREET, 23.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 FX0613'25 FEET EAST NORTHEAST OF CENTER OF JUNCTION, 90 FEET SOUTHEAST
 FX0613'OF SOUTHEAST RAIL OF THE NORFOLK SOUTHERN RAILWAY TRACK, 2.2 FEET
 FX0613'NORTHWEST OF NORTHWEST CURB OF HIGHWAY, AND SET IN THE TOP OF
 FX0613'A CONCRETE POST 4 INCHES BELOW SURFACE OF PAVEMENT ACCESS WHICH
 FX0613'IS HAD THROUGH A 8-INCH IRON PLATE.
 FX0613
 FX0613                          STATION RECOVERY (1980)
 FX0613
 FX0613'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX0613'0.5 MILE NORTHEAST ALONG U.S. 17 BYPASS FROM THE INTERSECTION WITH
 FX0613'U.S. 158 IN ELIZABETH CITY, AT INTERSECTION WITH BROAD STREET, SR
 FX0613'1325, IN NORTHWEST QUADRANT AT A BP SERVICE STATION, INSIDE A CAST
 FX0613'IRON PROTECTING COVER, 24.2 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 FX0613'28.6 FEET EAST-NORTHEAST OF CENTERLINE OF ROAD, 2.4 FEET NORTH OF
 FX0613'CURB OF HIGHWAY, 11.5 FEET SOUTHEAST OF EAST END OF CULVERT UNDER
 FX0613'ROAD, 14.5 FEET SOUTHEAST OF TELEPHONE BRACE POLE WITH REFERENCE
 FX0613'TAG AND 27.5 FEET SOUTH OF METAL BP SIGN POST.
 FX0613'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2280 ***********************************************************************
 FY2280  DESIGNATION -  35 MAX
 FY2280  PID         -  FY2280
 FY2280  STATE/COUNTY-  NC/CASWELL
 FY2280  USGS QUAD   -  RUFFIN (1994)
 FY2280
 FY2280                         *CURRENT SURVEY CONTROL
 FY2280  ___________________________________________________________________
 FY2280* NAD 83(2001)-  36 23 21.12494(N)    079 30 16.65002(W)     ADJUSTED  
 FY2280* NAVD 88     -       210.836  (meters)     691.72   (feet)  ADJUSTED  
 FY2280  ___________________________________________________________________
 FY2280  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 FY2280  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FY2280  DYNAMIC HT  -         210.661 (meters)     691.14  (feet)  COMP
 FY2280  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 FY2280
 FY2280  HORZ ORDER  -  SECOND
 FY2280  VERT ORDER  -  FIRST     CLASS II
 FY2280
 FY2280.The horizontal coordinates were established by classical geodetic methods
 FY2280.and adjusted by the National Geodetic Survey in August 2005.
 FY2280
 FY2280.The orthometric height was determined by differential leveling
 FY2280.and adjusted in June 1991.
 FY2280
 FY2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2280
 FY2280.The geoid height was determined by GEOID03.
 FY2280
 FY2280.The dynamic height is computed by dividing the NAVD 88
 FY2280.geopotential number by the normal gravity value computed on the
 FY2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2280.degrees latitude (g = 980.6199 gals.).
 FY2280
 FY2280.The modeled gravity was interpolated from observed gravity values.
 FY2280
 FY2280;                    North         East     Units Scale Factor Converg.
 FY2280;SPC NC       -   292,903.021   564,324.022   MT  1.00006971   -0 17 28.5
 FY2280;SPC NC       -   960,965.99  1,851,453.06   sFT  1.00006971   -0 17 28.5
 FY2280;UTM  17      - 4,028,156.413   634,113.799   MT  0.99982161   +0 53 14.2
 FY2280
 FY2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2280!SPC NC       -   0.99997187  x   1.00006971  =   1.00004158
 FY2280!UTM  17      -   0.99997187  x   0.99982161  =   0.99979348
 FY2280
 FY2280                          SUPERSEDED SURVEY CONTROL
 FY2280
 FY2280  NAD 83(1993)-  36 23 21.12658(N)    079 30 16.65297(W) AD(       ) 2
 FY2280  NAD 83(1986)-  36 23 21.13019(N)    079 30 16.65877(W) AD(       ) 2
 FY2280  NGVD 29 (03/05/92)  211.061  (m)          692.46   (f) ADJUSTED    1 2
 FY2280
 FY2280.Superseded values are not recommended for survey control.
 FY2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2280.See file dsdata.txt to determine how the superseded data were derived.
 FY2280
 FY2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3411428156(NAD 83)
 FY2280_MARKER: DB = BENCH MARK DISK
 FY2280_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FY2280+WITH SETTING: PAVEMENT
 FY2280_SP_SET: CONCRETE SLAB
 FY2280_STAMPING: 35 MAX 1971 693
 FY2280_MARK LOGO: USGS  
 FY2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2280+STABILITY: SURFACE MOTION
 FY2280
 FY2280  HISTORY     - Date     Condition        Report By
 FY2280  HISTORY     - 1971     MONUMENTED       USGS
 FY2280  HISTORY     - 1982     GOOD             NCGS
 FY2280
 FY2280                          STATION DESCRIPTION
 FY2280
 FY2280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2280'IN CASWELL.
 FY2280'ALONG US 158, 1.25 MILES SOUTHEAST OF THE CASWELL-ROCKINGHAM COUNTY
 FY2280'LINE AT THE INTTERSECTION WITH SR 1300, SR 1155 CROSSROADS, IN
 FY2280'SOUTHEAST QUADRANT, AND IN THE PATIO OF THE OYSTER BURGER RESTAURANT,
 FY2280'66.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY AND 55.2 FEET EAST
 FY2280'OF CENTERLINE OF SR 1155.
 FY2280'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9467 ***********************************************************************
 DE9467  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9467  DESIGNATION -  350E 200
 DE9467  PID         -  DE9467
 DE9467  STATE/COUNTY-  NC/GUILFORD
 DE9467  USGS QUAD   -  GUILFORD (1994)
 DE9467
 DE9467                         *CURRENT SURVEY CONTROL
 DE9467  ___________________________________________________________________
 DE9467* NAD 83(2007)-  36 03 12.13384(N)    079 56 26.33374(W)     ADJUSTED  
 DE9467* NAVD 88     -       268.42   (meters)     880.6    (feet)  GPS OBS   
 DE9467  ___________________________________________________________________
 DE9467  EPOCH DATE  -        2002.00
 DE9467  X           -     901,760.956 (meters)                     COMP
 DE9467  Y           -  -5,083,342.834 (meters)                     COMP
 DE9467  Z           -   3,733,120.537 (meters)                     COMP
 DE9467  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 DE9467  ELLIP HEIGHT-         237.050 (meters)          (02/10/07) ADJUSTED
 DE9467  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DE9467
 DE9467  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9467  Type    PID    Designation                      North   East  Ellip
 DE9467  -------------------------------------------------------------------
 DE9467  NETWORK DE9467 350E 200                          1.20   0.98   1.94
 DE9467  -------------------------------------------------------------------
 DE9467
 DE9467.The horizontal coordinates were established by GPS observations
 DE9467.and adjusted by the National Geodetic Survey in February 2007.
 DE9467
 DE9467.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9467.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9467.The horizontal coordinates are valid at the epoch date displayed above.
 DE9467.The epoch date for horizontal control is a decimal equivalence
 DE9467.of Year/Month/Day.
 DE9467
 DE9467.The orthometric height was determined by GPS observations and a
 DE9467.high-resolution geoid model.
 DE9467.The orthometric height was determined by GPS observations and a
 DE9467.high-resolution geoid model using precise GPS observation and
 DE9467.processing techniques.
 DE9467
 DE9467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9467
 DE9467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9467
 DE9467.The ellipsoidal height was determined by GPS observations
 DE9467.and is referenced to NAD 83.
 DE9467
 DE9467.The geoid height was determined by GEOID03.
 DE9467
 DE9467;                    North         East     Units Scale Factor Converg.
 DE9467;SPC NC       -   255,924.005   524,849.868   MT  0.99997035   -0 32 34.5
 DE9467;SPC NC       -   839,644.01  1,721,944.94   sFT  0.99997035   -0 32 34.5
 DE9467;UTM  17      - 3,990,387.213   595,414.166   MT  0.99971217   +0 37 24.7
 DE9467
 DE9467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9467!SPC NC       -   0.99996280  x   0.99997035  =   0.99993315
 DE9467!UTM  17      -   0.99996280  x   0.99971217  =   0.99967498
 DE9467
 DE9467                          SUPERSEDED SURVEY CONTROL
 DE9467
 DE9467  NAD 83(2001)-  36 03 12.13411(N)    079 56 26.33354(W) AD(       ) 1
 DE9467  ELLIP H (03/13/03)  237.057  (m)                       GP(       ) 4 2
 DE9467  NAD 83(1986)-  36 03 12.14005(N)    079 56 26.34235(W) AD(       ) 1
 DE9467
 DE9467.Superseded values are not recommended for survey control.
 DE9467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9467.See file dsdata.txt to determine how the superseded data were derived.
 DE9467
 DE9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9541490387(NAD 83)
 DE9467_MARKER: DD = SURVEY DISK
 DE9467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9467_STAMPING: 350W200 1999
 DE9467_MARK LOGO: NC1940
 DE9467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9467+STABILITY: SURFACE MOTION
 DE9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9467+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9467
 DE9467  HISTORY     - Date     Condition        Report By
 DE9467  HISTORY     - 1999     MONUMENTED       NC1940
 DE9467
 DE9467                          STATION DESCRIPTION
 DE9467
 DE9467'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9467'STATION IS ABOUT 8.4 MI (13.5 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9467'GOVERNMENT PLAZA, AND 4.0 MI (6.4 KM) SOUTHWEST OF GUILFORD COLLEGE.
 DE9467'PROCEED ALONG CHIMNEY ROCK ROAD FOR 0.85 MI (1.37 KM) SOUTHWEST FROM
 DE9467'I-40, THENCE ALONG TARRANT ROAD FOR 0.8 MI (1.3 KM) SOUTH TO PIEDMONT
 DE9467'PARKWAY AND STATION IN THE SOUTHEAST QUADRANT.
 DE9467'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND RECESSED 2-INCHES
 DE9467'BELOW GROUND. LOCATED 27.0 FT (8.2 M) SOUTHEAST OF THE CENTERLINE OF
 DE9467'TARRANT ROAD, 85.0 FT (25.9 M) SOUTH OF THE CENTERLINE OF PIEDMONT
 DE9467'PARKWAY, 66.4 FT (20.2 M) WEST OF A CATCH BASIN, AND 68.5 FT (20.9 M)
 DE9467'EAST OF POWER POLE (80).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9468 ***********************************************************************
 DE9468  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9468  DESIGNATION -  351E 200
 DE9468  PID         -  DE9468
 DE9468  STATE/COUNTY-  NC/GUILFORD
 DE9468  USGS QUAD   -  GUILFORD (1994)
 DE9468
 DE9468                         *CURRENT SURVEY CONTROL
 DE9468  ___________________________________________________________________
 DE9468* NAD 83(2007)-  36 03 50.89529(N)    079 56 09.58490(W)     ADJUSTED  
 DE9468* NAVD 88     -       269.85   (meters)     885.3    (feet)  GPS OBS   
 DE9468  ___________________________________________________________________
 DE9468  EPOCH DATE  -        2002.00
 DE9468  X           -     902,051.030 (meters)                     COMP
 DE9468  Y           -  -5,082,578.279 (meters)                     COMP
 DE9468  Z           -   3,734,087.224 (meters)                     COMP
 DE9468  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 DE9468  ELLIP HEIGHT-         238.454 (meters)          (02/10/07) ADJUSTED
 DE9468  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 DE9468
 DE9468  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9468  Type    PID    Designation                      North   East  Ellip
 DE9468  -------------------------------------------------------------------
 DE9468  NETWORK DE9468 351E 200                          2.12   1.59   3.23
 DE9468  -------------------------------------------------------------------
 DE9468
 DE9468.The horizontal coordinates were established by GPS observations
 DE9468.and adjusted by the National Geodetic Survey in February 2007.
 DE9468
 DE9468.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9468.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9468.The horizontal coordinates are valid at the epoch date displayed above.
 DE9468.The epoch date for horizontal control is a decimal equivalence
 DE9468.of Year/Month/Day.
 DE9468
 DE9468.The orthometric height was determined by GPS observations and a
 DE9468.high-resolution geoid model.
 DE9468.The orthometric height was determined by GPS observations and a
 DE9468.high-resolution geoid model using precise GPS observation and
 DE9468.processing techniques.
 DE9468
 DE9468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9468
 DE9468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9468
 DE9468.The ellipsoidal height was determined by GPS observations
 DE9468.and is referenced to NAD 83.
 DE9468
 DE9468.The geoid height was determined by GEOID03.
 DE9468
 DE9468;                    North         East     Units Scale Factor Converg.
 DE9468;SPC NC       -   257,114.671   525,280.301   MT  0.99997300   -0 32 24.8
 DE9468;SPC NC       -   843,550.38  1,723,357.12   sFT  0.99997300   -0 32 24.8
 DE9468;UTM  17      - 3,991,586.084   595,820.164   MT  0.99971313   +0 37 35.1
 DE9468
 DE9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9468!SPC NC       -   0.99996258  x   0.99997300  =   0.99993558
 DE9468!UTM  17      -   0.99996258  x   0.99971313  =   0.99967572
 DE9468
 DE9468                          SUPERSEDED SURVEY CONTROL
 DE9468
 DE9468  NAD 83(2001)-  36 03 50.89559(N)    079 56 09.58472(W) AD(       ) 1
 DE9468  ELLIP H (03/13/03)  238.460  (m)                       GP(       ) 4 2
 DE9468  NAD 83(1986)-  36 03 50.90151(N)    079 56 09.59357(W) AD(       ) 1
 DE9468
 DE9468.Superseded values are not recommended for survey control.
 DE9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9468.See file dsdata.txt to determine how the superseded data were derived.
 DE9468
 DE9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9582091586(NAD 83)
 DE9468_MARKER: DD = SURVEY DISK
 DE9468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9468_STAMPING: 351E200 1999
 DE9468_MARK LOGO: NC1940
 DE9468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9468+STABILITY: SURFACE MOTION
 DE9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9468+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9468
 DE9468  HISTORY     - Date     Condition        Report By
 DE9468  HISTORY     - 1999     MONUMENTED       NC1940
 DE9468
 DE9468                          STATION DESCRIPTION
 DE9468
 DE9468'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9468'STATION IS ABOUT 8.1 MI (13.0 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9468'GOVERNMENT PLAZA, AND 3.4 MI (5.5 KM) WEST-SOUTHWEST OF GUILFORD
 DE9468'COLLEGE.
 DE9468'ALONG CHIMNEY ROCK ROAD, 0.85 MI (1.37 KM) SOUTHWEST OF I-40, AND
 DE9468'LOCATED DUE NORTH OF THE T-INTERSECTION WITH TARRANT ROAD BETWEEN ROAD
 DE9468'AND FENCE.
 DE9468'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD AND RECESSED 1-INCH
 DE9468'BELOW GROUND. LOCATED 18.2 FT (5.5 M) NORTH OF THE CENTERLINE OF ROAD
 DE9468'OR 6.2 FT (1.9 M) NORTH OF EDGE OF PAVEMENT, 11.5 FT (3.5 M) SOUTH OF
 DE9468'CHAIN LINK FENCE, 71.4 FT (21.8 M) NORTHEAST OF A FIRE HYDRANT, AND
 DE9468'61.0 FT (18.6 M) NORTHWEST OF PHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9472 ***********************************************************************
 DE9472  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9472  DESIGNATION -  352W 200
 DE9472  PID         -  DE9472
 DE9472  STATE/COUNTY-  NC/GUILFORD
 DE9472  USGS QUAD   -  GUILFORD (1994)
 DE9472
 DE9472                         *CURRENT SURVEY CONTROL
 DE9472  ___________________________________________________________________
 DE9472* NAD 83(2007)-  36 04 14.93221(N)    079 56 41.64790(W)     ADJUSTED  
 DE9472* NAVD 88     -       269.31   (meters)     883.6    (feet)  GPS OBS   
 DE9472  ___________________________________________________________________
 DE9472  EPOCH DATE  -        2002.00
 DE9472  X           -     901,184.709 (meters)                     COMP
 DE9472  Y           -  -5,082,288.453 (meters)                     COMP
 DE9472  Z           -   3,734,685.750 (meters)                     COMP
 DE9472  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 DE9472  ELLIP HEIGHT-         237.840 (meters)          (02/10/07) ADJUSTED
 DE9472  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DE9472
 DE9472  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9472  Type    PID    Designation                      North   East  Ellip
 DE9472  -------------------------------------------------------------------
 DE9472  NETWORK DE9472 352W 200                          1.29   0.96   1.78
 DE9472  -------------------------------------------------------------------
 DE9472
 DE9472.The horizontal coordinates were established by GPS observations
 DE9472.and adjusted by the National Geodetic Survey in February 2007.
 DE9472
 DE9472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9472.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9472.The horizontal coordinates are valid at the epoch date displayed above.
 DE9472.The epoch date for horizontal control is a decimal equivalence
 DE9472.of Year/Month/Day.
 DE9472
 DE9472.The orthometric height was determined by GPS observations and a
 DE9472.high-resolution geoid model.
 DE9472.The orthometric height was determined by GPS observations and a
 DE9472.high-resolution geoid model using precise GPS observation and
 DE9472.processing techniques.
 DE9472
 DE9472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9472
 DE9472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9472
 DE9472.The ellipsoidal height was determined by GPS observations
 DE9472.and is referenced to NAD 83.
 DE9472
 DE9472.The geoid height was determined by GEOID03.
 DE9472
 DE9472;                    North         East     Units Scale Factor Converg.
 DE9472;SPC NC       -   257,863.092   524,485.028   MT  0.99997466   -0 32 43.3
 DE9472;SPC NC       -   846,005.83  1,720,747.96   sFT  0.99997466   -0 32 43.3
 DE9472;UTM  17      - 3,992,317.967   595,010.030   MT  0.99971122   +0 37 16.6
 DE9472
 DE9472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9472!SPC NC       -   0.99996267  x   0.99997466  =   0.99993733
 DE9472!UTM  17      -   0.99996267  x   0.99971122  =   0.99967390
 DE9472
 DE9472:                Primary Azimuth Mark                     Grid Az
 DE9472:SPC NC       -  OIL                                      026 34 08.3
 DE9472:UTM  17      -  OIL                                      025 24 08.4
 DE9472
 DE9472|---------------------------------------------------------------------|
 DE9472| PID    Reference Object                     Distance      Geod. Az  |
 DE9472|                                                           dddmmss.s |
 DE9472| FY3674 OIL                                 APPROX. 0.6 KM 0260125.0 |
 DE9472| DE9471 352W 201                            APPROX. 0.6 KM 2050706.3 |
 DE9472|---------------------------------------------------------------------|
 DE9472
 DE9472                          SUPERSEDED SURVEY CONTROL
 DE9472
 DE9472  NAD 83(2001)-  36 04 14.93248(N)    079 56 41.64772(W) AD(       ) 1
 DE9472  ELLIP H (03/13/03)  237.844  (m)                       GP(       ) 4 2
 DE9472  NAD 83(1986)-  36 04 14.93833(N)    079 56 41.65663(W) AD(       ) 1
 DE9472
 DE9472.Superseded values are not recommended for survey control.
 DE9472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9472.See file dsdata.txt to determine how the superseded data were derived.
 DE9472
 DE9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9501092318(NAD 83)
 DE9472_MARKER: DD = SURVEY DISK
 DE9472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9472_STAMPING: 352W200 1999
 DE9472_MARK LOGO: NC1940
 DE9472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9472+STABILITY: SURFACE MOTION
 DE9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9472+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9472
 DE9472  HISTORY     - Date     Condition        Report By
 DE9472  HISTORY     - 1999     MONUMENTED       NC1940
 DE9472
 DE9472                          STATION DESCRIPTION
 DE9472
 DE9472'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9472'STATION IS ABOUT 8.6 MI (13.8 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9472'GOVERNMENT PLAZA, AND 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF THE PIEDMONT
 DE9472'TRIAD INTERNATIONAL AIRPORT TERMINAL.
 DE9472'ALONG GALLIMORE DAIRY ROAD, 0.4 MI (0.6 KM) SOUTHWEST OF I-40, IN THE
 DE9472'EAST QUADRANT OF INTERSECTION WITH ROAD INTO COLONIAL PIPELINE
 DE9472'COMPANY.
 DE9472'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9472'GROUND. LOCATED 17.0 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF
 DE9472'GALLIMORE DAIRY ROAD OR 5.0 FT (1.5 M) SOUTHEAST OF EDGE OF PAVEMENT,
 DE9472'106.2 FT (32.4 M) NORTHEAST OF CENTERLINE OF PIPELINE COMPANY ROAD,
 DE9472'29.8 FT (9.1 M) NORTHEAST OF END OF 18-INCH CULVERT UNDER HIGHWAY, AND
 DE9472'45.9 FT (14.0 M) NORTHWEST OF POWER POLE WITH 2 GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9471 ***********************************************************************
 DE9471  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9471  DESIGNATION -  352W 201
 DE9471  PID         -  DE9471
 DE9471  STATE/COUNTY-  NC/GUILFORD
 DE9471  USGS QUAD   -  GUILFORD (1994)
 DE9471
 DE9471                         *CURRENT SURVEY CONTROL
 DE9471  ___________________________________________________________________
 DE9471* NAD 83(2007)-  36 03 57.14179(N)    079 56 51.92080(W)     ADJUSTED  
 DE9471* NAVD 88     -       262.91   (meters)     862.6    (feet)  GPS OBS   
 DE9471  ___________________________________________________________________
 DE9471  EPOCH DATE  -        2002.00
 DE9471  X           -     900,987.037 (meters)                     COMP
 DE9471  Y           -  -5,082,646.129 (meters)                     COMP
 DE9471  Z           -   3,734,238.734 (meters)                     COMP
 DE9471  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 DE9471  ELLIP HEIGHT-         231.442 (meters)          (02/10/07) ADJUSTED
 DE9471  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DE9471
 DE9471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9471  Type    PID    Designation                      North   East  Ellip
 DE9471  -------------------------------------------------------------------
 DE9471  NETWORK DE9471 352W 201                          1.43   1.06   1.94
 DE9471  -------------------------------------------------------------------
 DE9471
 DE9471.The horizontal coordinates were established by GPS observations
 DE9471.and adjusted by the National Geodetic Survey in February 2007.
 DE9471
 DE9471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9471.The horizontal coordinates are valid at the epoch date displayed above.
 DE9471.The epoch date for horizontal control is a decimal equivalence
 DE9471.of Year/Month/Day.
 DE9471
 DE9471.The orthometric height was determined by GPS observations and a
 DE9471.high-resolution geoid model.
 DE9471.The orthometric height was determined by GPS observations and a
 DE9471.high-resolution geoid model using precise GPS observation and
 DE9471.processing techniques.
 DE9471
 DE9471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9471
 DE9471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9471
 DE9471.The ellipsoidal height was determined by GPS observations
 DE9471.and is referenced to NAD 83.
 DE9471
 DE9471.The geoid height was determined by GEOID03.
 DE9471
 DE9471;                    North         East     Units Scale Factor Converg.
 DE9471;SPC NC       -   257,317.240   524,222.752   MT  0.99997343   -0 32 49.3
 DE9471;SPC NC       -   844,214.98  1,719,887.48   sFT  0.99997343   -0 32 49.3
 DE9471;UTM  17      - 3,991,767.033   594,758.987   MT  0.99971064   +0 37 10.3
 DE9471
 DE9471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9471!SPC NC       -   0.99996368  x   0.99997343  =   0.99993711
 DE9471!UTM  17      -   0.99996368  x   0.99971064  =   0.99967433
 DE9471
 DE9471:                Primary Azimuth Mark                     Grid Az
 DE9471:SPC NC       -  352W 200                                 025 39 49.6
 DE9471:UTM  17      -  352W 200                                 024 29 50.0
 DE9471
 DE9471|---------------------------------------------------------------------|
 DE9471| PID    Reference Object                     Distance      Geod. Az  |
 DE9471|                                                           dddmmss.s |
 DE9471| DE9472 352W 200                            APPROX. 0.6 KM 0250700.3 |
 DE9471| DE9470 431E 200                            481.526 METERS 2900431.1 |
 DE9471|---------------------------------------------------------------------|
 DE9471
 DE9471                          SUPERSEDED SURVEY CONTROL
 DE9471
 DE9471  NAD 83(2001)-  36 03 57.14206(N)    079 56 51.92061(W) AD(       ) 1
 DE9471  ELLIP H (03/13/03)  231.450  (m)                       GP(       ) 4 2
 DE9471  NAD 83(1986)-  36 03 57.14792(N)    079 56 51.92952(W) AD(       ) 1
 DE9471
 DE9471.Superseded values are not recommended for survey control.
 DE9471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9471.See file dsdata.txt to determine how the superseded data were derived.
 DE9471
 DE9471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9475991767(NAD 83)
 DE9471_MARKER: DD = SURVEY DISK
 DE9471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9471_STAMPING: 352W201 1999
 DE9471_MARK LOGO: NC1940
 DE9471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9471+STABILITY: SURFACE MOTION
 DE9471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9471+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9471
 DE9471  HISTORY     - Date     Condition        Report By
 DE9471  HISTORY     - 1999     MONUMENTED       NC1940
 DE9471
 DE9471                          STATION DESCRIPTION
 DE9471
 DE9471'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9471'STATION IS ABOUT 8.8 MI (14.2 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9471'GOVERNMENT PLAZA, AND 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF THE PIEDMONT
 DE9471'TRIAD INTERNATIONAL AIRPORT.
 DE9471'PROCEED ALONG GALLIMORE DAIRY ROAD FOR 0.2 MI (0.3 KM) NORTHEAST FROM
 DE9471'NC 68, THENCE 0.3 MI (0.5 KM) SOUTHEAST ALONG CHIMNEY ROCK ROAD TO
 DE9471'STATION IN THE NORTHEAST SHOULDER.
 DE9471'MARK IS ABOUT 2-FEET LOWER THAN THE EDGE OF PAVEMENT AND RECESSED
 DE9471'1-INCH BELOW THE GROUND. LOCATED 20.0 FT (6.1 M) NORTHEAST OF THE
 DE9471'CENTERLINE OF CHIMNEY ROCK ROAD, 44.0 FT (13.4 M) NORTHEAST OF A FIRE
 DE9471'HYDRANT, 67.0 FT (20.4 M) SOUTH OF A POWER POLE, AND 49.5 FT (15.1 M)
 DE9471'NORTH OF A--RIGHT LANE ENDS--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0927 ***********************************************************************
 FZ0927  DESIGNATION -  3538.0
 FZ0927  PID         -  FZ0927
 FZ0927  STATE/COUNTY-  NC/AVERY
 FZ0927  USGS QUAD   -  NEWLAND (1994)
 FZ0927
 FZ0927                         *CURRENT SURVEY CONTROL
 FZ0927  ___________________________________________________________________
 FZ0927* NAD 83(1986)-  36 01 42.     (N)    081 53 28.     (W)     SCALED    
 FZ0927* NAVD 88     -      1078.207  (meters)    3537.42   (feet)  ADJUSTED  
 FZ0927  ___________________________________________________________________
 FZ0927  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FZ0927  DYNAMIC HT  -        1077.034 (meters)    3533.57  (feet)  COMP
 FZ0927  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 FZ0927
 FZ0927  VERT ORDER  -  SECOND    CLASS 0
 FZ0927
 FZ0927.The horizontal coordinates were scaled from a topographic map and have
 FZ0927.an estimated accuracy of +/- 6 seconds.
 FZ0927
 FZ0927.The orthometric height was determined by differential leveling
 FZ0927.and adjusted in June 1991.
 FZ0927
 FZ0927.The geoid height was determined by GEOID03.
 FZ0927
 FZ0927.The dynamic height is computed by dividing the NAVD 88
 FZ0927.geopotential number by the normal gravity value computed on the
 FZ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0927.degrees latitude (g = 980.6199 gals.).
 FZ0927
 FZ0927.The modeled gravity was interpolated from observed gravity values.
 FZ0927
 FZ0927;                    North         East    Units  Estimated Accuracy
 FZ0927;SPC NC       -   256,540.      349,070.      MT  (+/- 180 meters Scaled)
 FZ0927
 FZ0927                          SUPERSEDED SURVEY CONTROL
 FZ0927
 FZ0927  NGVD 29 (??/??/92) 1078.264  (m)         3537.60   (f) ADJ UNCH    2 0
 FZ0927
 FZ0927.Superseded values are not recommended for survey control.
 FZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0927.See file dsdata.txt to determine how the superseded data were derived.
 FZ0927
 FZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV197874(NAD 83)
 FZ0927_MARKER: N = NAIL
 FZ0927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0927_SP_SET: TREE
 FZ0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0927
 FZ0927  HISTORY     - Date     Condition        Report By
 FZ0927  HISTORY     - UNK      MONUMENTED       USGS
 FZ0927  HISTORY     - 1936     GOOD             NGS
 FZ0927  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0927
 FZ0927                          STATION DESCRIPTION
 FZ0927
 FZ0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ0927'AT PINEOLA.
 FZ0927'AT PINEOLA, AVERY COUNTY, 0.3 MILE EAST ALONG U.S. HIGHWAY 221
 FZ0927'FROM THE LINVILLE RIVER RAILWAY STATION, 49 YARDS EAST OF THE
 FZ0927'JUNCTION OF STATE HIGHWAY 181, 10 YARDS SOUTH OF THE CENTERLINE
 FZ0927'OF A DRIVEWAY LEADING TO A BARK-COVERED CHURCH, AND IN A ROOT
 FZ0927'ON THE NORTH SIDE OF A 20-INCH PINE TREE.  A UNITED STATES
 FZ0927'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 FZ0927
 FZ0927                          STATION RECOVERY (1990)
 FZ0927
 FZ0927'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3423 ***********************************************************************
 EZ3423  DESIGNATION -  354
 EZ3423  PID         -  EZ3423
 EZ3423  STATE/COUNTY-  NC/CUMBERLAND
 EZ3423  USGS QUAD   -  CLIFDALE (1982)
 EZ3423
 EZ3423                         *CURRENT SURVEY CONTROL
 EZ3423  ___________________________________________________________________
 EZ3423* NAD 83(2001)-  35 06 33.05737(N)    079 02 34.65672(W)     ADJUSTED  
 EZ3423* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 EZ3423  ___________________________________________________________________
 EZ3423  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 EZ3423  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ3423  HORZ ORDER  -  SECOND
 EZ3423
 EZ3423.The horizontal coordinates were established by classical geodetic methods
 EZ3423.and adjusted by the National Geodetic Survey in August 2005.
 EZ3423
 EZ3423.The orthometric height was scaled from a topographic map.
 EZ3423
 EZ3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3423
 EZ3423.The geoid height was determined by GEOID03.
 EZ3423
 EZ3423;                    North         East     Units Scale Factor Converg.
 EZ3423;SPC NC       -   150,774.904   605,685.165   MT  0.99987567   -0 01 29.3
 EZ3423;SPC NC       -   494,667.33  1,987,152.08   sFT  0.99987567   -0 01 29.3
 EZ3423;UTM  17      - 3,886,903.410   678,357.420   MT  0.99999206   +1 07 33.1
 EZ3423
 EZ3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3423!SPC NC       -   0.99998825  x   0.99987567  =   0.99986393
 EZ3423!UTM  17      -   0.99998825  x   0.99999206  =   0.99998031
 EZ3423
 EZ3423                          SUPERSEDED SURVEY CONTROL
 EZ3423
 EZ3423  NAD 83(1986)-  35 06 33.06588(N)    079 02 34.65392(W) AD(       ) 2
 EZ3423  NAD 27      -  35 06 32.47760(N)    079 02 35.53660(W) AD(       ) 2
 EZ3423
 EZ3423.Superseded values are not recommended for survey control.
 EZ3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3423.See file dsdata.txt to determine how the superseded data were derived.
 EZ3423
 EZ3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7835786903(NAD 83)
 EZ3423_MARKER: DB = BENCH MARK DISK
 EZ3423_SETTING: 0 = UNSPECIFIED SETTING
 EZ3423
 EZ3423  HISTORY     - Date     Condition        Report By
 EZ3423  HISTORY     - 1957     MONUMENTED       USE
 EZ3423  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EZ3423
 EZ3423                          STATION DESCRIPTION
 EZ3423
 EZ3423'DESCRIBED BY US ENGINEERS 1957 (JCE)
 EZ3423'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF FAYETTEVILLE AND
 EZ3423'ON THE FORT BRAGG RESERVATION.  STATION IS 35 FEET EAST OF THE
 EZ3423'APPROXIMATE CENTER OF A TRACK ROAD.  THE MARK PROJECTS ABOUT
 EZ3423'18 INCHES AND THE DISK, A STANDARD CORPS OF ENGINEERS BENCH
 EZ3423'MARK, IS STAMPED 854.
 EZ3423'
 EZ3423'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 EZ3423'STATION MAC RIDGE 1947 AND THE DISTANCE IS 56.264 METERS OR
 EZ3423'184.59 FEET NORTH.
 EZ3423'
 EZ3423'TO REACH STATION FROM THE FORT BRAGG TRAFFIC CIRCLE ON STATE
 EZ3423'HIGHWAY 87 GO SOUTH ON HIGHWAY FOR 1.4 MILES TO TRAFFIC LIGHT
 EZ3423'AT INTERSECTION.  TURN RIGHT AND GO WESTERLY ON GRUBER STREET
 EZ3423'FOR 1.8 MILES TO TRAFFIC LIGHT AT INTERSECTION.  TURN LEFT ON
 EZ3423'REILLY STREET AND GO SOUTHWESTERLY FOR 1.5 MILES TO FORKS.  TAKE
 EZ3423'RIGHT FORK ON CHICKEN ROAD AND GO 1.9 MILES TO SIDE ROAD
 EZ3423'RIGHT.  TURN RIGHT ON MAC RIDGE ROAD AND GO 1.2 MILES TO A
 EZ3423'DUGOUT ON THE RIGHT.  GO THROUGH FENCE AND FOLLOW TRACK ROAD NORTH
 EZ3423'FOR 0.05 MILE TO STATION AS DESCRIBED.
 EZ3423
 EZ3423                          STATION RECOVERY (1983)
 EZ3423
 EZ3423'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT)
 EZ3423'MARK IS BELIEVED TO HAVE BEEN DESTROYED.  THERE HAS BEEN EXTENSIVE
 EZ3423'USE OF THE AREA BY TRACKED VEHICLES.  A NEW FIRE BREAK WAS CUT AT
 EZ3423'THE DESCRIBED LOCATION OF MARK AND THERE HAS BEEN LARGE SCALE TREE
 EZ3423'CUTTING IN THE AREA.  A MILATARY MAP, SCALE 1--50,000, WAS USED TO
 EZ3423'HELP PINPOINT MARKER LOCATION.  A FOREST RANGER FAMILIAR WITH THE
 EZ3423'AREA HAD NOT SEEN THE MARKER AND STATED THAT IT WAS POSSIBLE
 EZ3423'THAT IT HAD BEEN DESTROYED DUE TO TROOP MANEUVERING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2218 ***********************************************************************
 FY2218  DESIGNATION -  356 JAS RESET
 FY2218  PID         -  FY2218
 FY2218  STATE/COUNTY-  NC/ORANGE
 FY2218  USGS QUAD   -  CALDWELL (1968)
 FY2218
 FY2218                         *CURRENT SURVEY CONTROL
 FY2218  ___________________________________________________________________
 FY2218* NAD 83(2001)-  36 07 54.13296(N)    079 04 53.81714(W)     ADJUSTED  
 FY2218* NAVD 88     -       197.548  (meters)     648.12   (feet)  ADJUSTED  
 FY2218  ___________________________________________________________________
 FY2218  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FY2218  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FY2218  DYNAMIC HT  -         197.391 (meters)     647.61  (feet)  COMP
 FY2218  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 FY2218
 FY2218  HORZ ORDER  -  SECOND
 FY2218  VERT ORDER  -  SECOND    CLASS II
 FY2218
 FY2218.The horizontal coordinates were established by classical geodetic methods
 FY2218.and adjusted by the National Geodetic Survey in August 2005.
 FY2218
 FY2218.The orthometric height was determined by differential leveling
 FY2218.and adjusted in June 1991.
 FY2218
 FY2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2218
 FY2218.The geoid height was determined by GEOID03.
 FY2218
 FY2218.The dynamic height is computed by dividing the NAVD 88
 FY2218.geopotential number by the normal gravity value computed on the
 FY2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2218.degrees latitude (g = 980.6199 gals.).
 FY2218
 FY2218.The modeled gravity was interpolated from observed gravity values.
 FY2218
 FY2218;                    North         East     Units Scale Factor Converg.
 FY2218;SPC NC       -   264,217.209   602,254.758   MT  0.99999043   -0 02 49.6
 FY2218;SPC NC       -   866,852.63  1,975,897.49   sFT  0.99999043   -0 02 49.6
 FY2218;UTM  17      - 4,000,260.828   672,621.370   MT  0.99996717   +1 07 53.2
 FY2218
 FY2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2218!SPC NC       -   0.99997379  x   0.99999043  =   0.99996422
 FY2218!UTM  17      -   0.99997379  x   0.99996717  =   0.99994096
 FY2218
 FY2218                          SUPERSEDED SURVEY CONTROL
 FY2218
 FY2218  NAD 83(1993)-  36 07 54.13468(N)    079 04 53.82520(W) AD(       ) 2
 FY2218  NAD 83(1986)-  36 07 54.13484(N)    079 04 53.82705(W) AD(       ) 2
 FY2218  NGVD 29 (03/05/92)  197.787  (m)          648.91   (f) ADJUSTED    2 2
 FY2218
 FY2218.Superseded values are not recommended for survey control.
 FY2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2218.See file dsdata.txt to determine how the superseded data were derived.
 FY2218
 FY2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7262100261(NAD 83)
 FY2218_MARKER: DB = BENCH MARK DISK
 FY2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2218_SP_SET: CONCRETE POST
 FY2218_STAMPING: 356 JAS 1963 RESET 1966
 FY2218_MARK LOGO: USGS  
 FY2218_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2218_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2218+STABILITY: SURFACE MOTION
 FY2218
 FY2218  HISTORY     - Date     Condition        Report By
 FY2218  HISTORY     - 1981     MONUMENTED       NCGS
 FY2218  HISTORY     - 1981     GOOD             NCGS
 FY2218
 FY2218                          STATION DESCRIPTION
 FY2218
 FY2218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FY2218'STATION IS LOCATED 4.2 MILES NORTH-NORTHEAST OF HILLSBOROUGH AND
 FY2218'5.6 MILES SOUTHEAST OF CEDAR GROVE.
 FY2218'
 FY2218'ALONG NC 57 FOR 3.2 MILES NORTHEAST FROM NC 86 JUNCTION NORTH OF
 FY2218'HILLSBOROUGH, TO SR 1551 ON LEFT, THENCE NORTHWEST ALONG SR 1551,
 FY2218'TO SR 1550 AND STATION.
 FY2218'
 FY2218'TTHE STATION IS A STANDARD USGS DISK
 FY2218'STAMPED---356 JAS 1963 RESET 1966---SET IN TOP OF A CONCRETE POST
 FY2218'6 INCHES SQUARE PROJECTING 0.2 FT ABOVE THE GROUND. LOCATED
 FY2218'35 FEET SOUTH OF CENTERLINE OF RELOCATED ROAD, AT NORTH EDGE OF
 FY2218'FIELD OF PINES, AND 0.5 FEET NORTH OF A METAL WITNESS POST.
 FY2218'
 FY2218'MARK IS A BENCH MARK BY USGS.
 FY2218
 FY2218                          STATION RECOVERY (1981)
 FY2218
 FY2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2218'4.0 MI NNE FROM HILLSBOROUGH.
 FY2218'PROCEED NORTHEAST ALONG NC 57 FROM NC 86 INTERSECTION IN NORTH
 FY2218'HILLSBOROUGH, FOR 3.2 MILES TO INTERSECTION WITH SR 1551, THENCE
 FY2218'WEST-NORTHWEST ALONG SR 1551 FOR 0.2 MILE TO INTERSECTION WITH
 FY2218'SR 1550 AND STATION ON LEFT, 35.0 FEET SOUTH OF CENTERLINE OF
 FY2218'SR 1551.
 FY2218'THE MARK IS 0.5 FT  N FROM A WITNESS POST.
 FY2218'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4477 ***********************************************************************
 FY4477  DESIGNATION -  359 JAS
 FY4477  PID         -  FY4477
 FY4477  STATE/COUNTY-  NC/ORANGE
 FY4477  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY4477
 FY4477                         *CURRENT SURVEY CONTROL
 FY4477  ___________________________________________________________________
 FY4477* NAD 83(2001)-  36 05 57.43325(N)    078 59 27.16229(W)     ADJUSTED  
 FY4477* NAVD 88     -       205.41   (+/-2cm)     673.9    (feet)  VERTCON   
 FY4477  ___________________________________________________________________
 FY4477  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 FY4477  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FY4477  HORZ ORDER  -  SECOND
 FY4477  VERT ORDER  -  THIRD ? (See Below)
 FY4477
 FY4477.The horizontal coordinates were established by classical geodetic methods
 FY4477.and adjusted by the National Geodetic Survey in August 2005.
 FY4477
 FY4477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4477.The vertical order pertains to the NGVD 29 superseded value.
 FY4477
 FY4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4477
 FY4477.The geoid height was determined by GEOID03.
 FY4477
 FY4477;                    North         East     Units Scale Factor Converg.
 FY4477;SPC NC       -   260,617.295   610,422.609   MT  0.99998189   +0 00 19.0
 FY4477;SPC NC       -   855,041.91  2,002,694.84   sFT  0.99998189   +0 00 19.0
 FY4477;UTM  17      - 3,996,829.696   680,861.534   MT  1.00000306   +1 11 02.6
 FY4477
 FY4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4477!SPC NC       -   0.99997260  x   0.99998189  =   0.99995449
 FY4477!UTM  17      -   0.99997260  x   1.00000306  =   0.99997566
 FY4477
 FY4477                          SUPERSEDED SURVEY CONTROL
 FY4477
 FY4477  NAD 83(1993)-  36 05 57.43583(N)    078 59 27.17031(W) AD(       ) 2
 FY4477  NAD 83(1986)-  36 05 57.43715(N)    078 59 27.16986(W) AD(       ) 2
 FY4477  NGVD 29 (07/16/92)  205.65   (m)          674.7    (f) LEVELING    3  
 FY4477
 FY4477.Superseded values are not recommended for survey control.
 FY4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4477.See file dsdata.txt to determine how the superseded data were derived.
 FY4477
 FY4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8086296830(NAD 83)
 FY4477_MARKER: DB = BENCH MARK DISK
 FY4477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY4477_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4477+STABILITY: SURFACE MOTION
 FY4477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4477+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2008
 FY4477
 FY4477  HISTORY     - Date     Condition        Report By
 FY4477  HISTORY     - 1981     MONUMENTED       NCGS
 FY4477  HISTORY     - 20080108 GOOD             GEOCAC
 FY4477
 FY4477                          STATION DESCRIPTION
 FY4477
 FY4477'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4477'STATION IS LOCATED ABOUT 6.3 MILES EAST-NORTHEAST OF HILLSBOROUGH
 FY4477'AND 9.0 MILES NORTHWEST OF DURHAM.
 FY4477'
 FY4477'PROCEED ALONG US 70 FOR 0.2 MILE NORTHWEST FROM I-85 OVERPASS
 FY4477'(BETWEEN HILLSBOROUGH AND DURHAM), TO PLEASANT GREEN ROAD
 FY4477'(SR 1567), THENCE NORTHEAST ALONG SR 1567 FOR 4.4 MILES TO SR 1572
 FY4477'AND SR 1600 INTERSECTION AND STATION IN NORTHWEST QUADRANT.
 FY4477'
 FY4477'THE STATION IS A STANDARD USGS DISK
 FY4477'STAMPED---359 JAS 1963---,
 FY4477'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FY4477'15 CM ON SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 FY4477'10.0 METERS (32.9 FT) WEST-NORTHWEST FROM THE CENTERLINE OF SR 1567,
 FY4477'10.0 METERS (32.9 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF SR
 FY4477'1600 AND
 FY4477'0.9 METERS (3.0 FT) EAST-NORTHEAST FROM A POWER POLE WITH REFERENCE
 FY4477'TAG.
 FY4477'
 FY4477'MARK IS A FOOT ABOVE HIGHWAY.
 FY4477
 FY4477                          STATION RECOVERY (2008)
 FY4477
 FY4477'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY4477'RECOVERED AS DESCRIBED. SR1600 IS DICKSON MILL RD. SR1567 IS PLEASANT
 FY4477'GREEN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE7965 ***********************************************************************
 DE7965  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7965  CBN         -  This is a Cooperative Base Network Control Station.
 DE7965  DESIGNATION -  35E 200
 DE7965  PID         -  DE7965
 DE7965  STATE/COUNTY-  NC/GUILFORD
 DE7965  USGS QUAD   -  MC LEANSVILLE (1968)
 DE7965
 DE7965                         *CURRENT SURVEY CONTROL
 DE7965  ___________________________________________________________________
 DE7965* NAD 83(2007)-  36 03 43.28703(N)    079 44 11.52111(W)     ADJUSTED  
 DE7965* NAVD 88     -       230.72   (meters)     757.0    (feet)  GPS OBS   
 DE7965  ___________________________________________________________________
 DE7965  EPOCH DATE  -        2002.00
 DE7965  X           -     919,758.434 (meters)                     COMP
 DE7965  Y           -  -5,079,512.525 (meters)                     COMP
 DE7965  Z           -   3,733,875.065 (meters)                     COMP
 DE7965  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 DE7965  ELLIP HEIGHT-         200.085 (meters)          (02/10/07) ADJUSTED
 DE7965  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE7965
 DE7965  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE7965  Type    PID    Designation                      North   East  Ellip
 DE7965  -------------------------------------------------------------------
 DE7965  NETWORK DE7965 35E 200                           0.71   0.65   1.23
 DE7965  -------------------------------------------------------------------
 DE7965
 DE7965.The horizontal coordinates were established by GPS observations
 DE7965.and adjusted by the National Geodetic Survey in February 2007.
 DE7965
 DE7965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7965.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7965.The horizontal coordinates are valid at the epoch date displayed above.
 DE7965.The epoch date for horizontal control is a decimal equivalence
 DE7965.of Year/Month/Day.
 DE7965
 DE7965.The orthometric height was determined by GPS observations and a
 DE7965.high-resolution geoid model.
 DE7965.The orthometric height was determined by GPS observations and a
 DE7965.high-resolution geoid model using precise GPS observation and
 DE7965.processing techniques.
 DE7965
 DE7965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7965
 DE7965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7965
 DE7965.The ellipsoidal height was determined by GPS observations
 DE7965.and is referenced to NAD 83.
 DE7965
 DE7965.The geoid height was determined by GEOID03.
 DE7965
 DE7965;                    North         East     Units Scale Factor Converg.
 DE7965;SPC NC       -   256,728.807   543,247.106   MT  0.99997248   -0 25 30.4
 DE7965;SPC NC       -   842,284.43  1,782,303.21   sFT  0.99997248   -0 25 30.4
 DE7965;UTM  17      - 3,991,566.476   613,786.841   MT  0.99975953   +0 44 37.8
 DE7965
 DE7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7965!SPC NC       -   0.99996860  x   0.99997248  =   0.99994108
 DE7965!UTM  17      -   0.99996860  x   0.99975953  =   0.99972814
 DE7965
 DE7965                          SUPERSEDED SURVEY CONTROL
 DE7965
 DE7965  NAD 83(1986)-  36 03 43.29361(N)    079 44 11.52747(W) AD(       ) 1
 DE7965  NAD 83(2001)-  36 03 43.28694(N)    079 44 11.52100(W) AD(       ) A
 DE7965  ELLIP H (09/24/02)  200.069  (m)                       GP(       ) 4 1
 DE7965
 DE7965.Superseded values are not recommended for survey control.
 DE7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7965.See file dsdata.txt to determine how the superseded data were derived.
 DE7965
 DE7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1378791566(NAD 83)
 DE7965_MARKER: DD = SURVEY DISK
 DE7965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7965_STAMPING: 35E.200 7/97
 DE7965_MARK LOGO: NC1940
 DE7965_PROJECTION: FLUSH
 DE7965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7965+STABILITY: SURFACE MOTION
 DE7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7965+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2007
 DE7965
 DE7965  HISTORY     - Date     Condition        Report By
 DE7965  HISTORY     - 1997     MONUMENTED       NC1940
 DE7965  HISTORY     - 2002     GOOD             NCGS
 DE7965  HISTORY     - 20070321 GOOD             NCGS
 DE7965
 DE7965                          STATION DESCRIPTION
 DE7965
 DE7965'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE7965'STATION IS LOCATED AT THE EASTERN EDGE OF GREENSBORO, ABOUT 3.0 MI
 DE7965'(4.8 KM) EAST OF THE
 DE7965'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF MCCONNELL ROAD AND
 DE7965'NORTH
 DE7965'CAROLINA A-AND-T FARM ENTRANCE. ALONG MCCONNELL ROAD FOR 1.7 MI (2.7
 DE7965'KM) EAST FROM THE
 DE7965'BRIDGE OVER US 29-70-220-421 TO INTERSECTION WITH A-AND-T FARM
 DE7965'ENTRANCE, ABOUT 50-FEET
 DE7965'WEST OF ENTRANCE SIGN AND ABOUT 150-FEET EAST OF CITY LIMIT SIGN. MARK
 DE7965'IS ABOUT 1/2-FOOT
 DE7965'LOWER THAN THE CENTER OF MCCONNELL ROAD AND FLUSH WITH THE GROUND.
 DE7965'LOCATED 20.4 FT
 DE7965'(6.2 M) SOUTHWEST OF THE CENTERLINE OF MCCONNELL ROAD, 140.2 FT (42.7
 DE7965'M) EAST OF FIRE
 DE7965'HYDRANT, 76.8 FT (23.4 M) NORTH OF THE NORTH CORNER OF THE NC A-AND-T
 DE7965'UNIVERSITY FARM
 DE7965'ENTRANCE SIGN, AND 31.0 FT (9.4 M) NORTH-NORTHWEST OF A POWER POLE
 DE7965'WITH TRANSFORMER.
 DE7965' 
 DE7965'
 DE7965
 DE7965                          STATION RECOVERY (2002)
 DE7965
 DE7965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (JED)
 DE7965'STATION IS LOCATED AT THE EASTERN EDGE OF GREENSBORO, ABOUT 3.0 MI
 DE7965'(4.8 KM) EAST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION
 DE7965'OF MCCONNELL ROAD AND NORTH CAROLINA A-AND-T STATE UNIVERSITY FARM
 DE7965'ENTRANCE.
 DE7965'PROCEED ALONG MCCONNELL ROAD FOR 1.7 MI (2.7 KM) EAST FROM THE BRIDGE
 DE7965'OVER US 29-70-220-421, TO INTERSECTION WITH A-AND-T FARM ENTRANCE AND
 DE7965'STATION ABOUT 50-FEET WEST OF ENTRANCE SIGN AND ABOUT 150-FEET EAST OF
 DE7965'CITY LIMIT SIGN.
 DE7965'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF MCCONNELL ROAD, AND
 DE7965'FLUSH WITH THE GROUND. LOCATED 20.4 FT (6.2 M) SOUTHWEST OF THE
 DE7965'CENTERLINE OF MCCONNELL ROAD, 138.7 FT (42.3 M) EAST OF FIRE HYDRANT,
 DE7965'76.1 FT (23.2 M) NORTH OF NC A-AND-T STATE UNIVERSITY FARM ENTRANCE
 DE7965'SIGN, AND 31.0 FT (9.4 M) NORTH OF A POWER POLE WITH TRANSFORMER.
 DE7965
 DE7965                          STATION RECOVERY (2007)
 DE7965
 DE7965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 DE7965'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE7964 ***********************************************************************
 DE7964  HT_MOD      -  This is a Height Modernization Survey Station.
 DE7964  CBN         -  This is a Cooperative Base Network Control Station.
 DE7964  DESIGNATION -  35W 200
 DE7964  PID         -  DE7964
 DE7964  STATE/COUNTY-  NC/GUILFORD
 DE7964  USGS QUAD   -  MC LEANSVILLE (1968)
 DE7964
 DE7964                         *CURRENT SURVEY CONTROL
 DE7964  ___________________________________________________________________
 DE7964* NAD 83(2007)-  36 03 49.18889(N)    079 44 34.32542(W)     ADJUSTED  
 DE7964* NAVD 88     -       236.03   (meters)     774.4    (feet)  GPS OBS   
 DE7964  ___________________________________________________________________
 DE7964  EPOCH DATE  -        2002.00
 DE7964  X           -     919,178.538 (meters)                     COMP
 DE7964  Y           -  -5,079,513.010 (meters)                     COMP
 DE7964  Z           -   3,734,025.232 (meters)                     COMP
 DE7964  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 DE7964  ELLIP HEIGHT-         205.372 (meters)          (02/10/07) ADJUSTED
 DE7964  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE7964
 DE7964  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE7964  Type    PID    Designation                      North   East  Ellip
 DE7964  -------------------------------------------------------------------
 DE7964  NETWORK DE7964 35W 200                           0.71   0.63   1.23
 DE7964  -------------------------------------------------------------------
 DE7964
 DE7964.The horizontal coordinates were established by GPS observations
 DE7964.and adjusted by the National Geodetic Survey in February 2007.
 DE7964
 DE7964.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7964.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7964.The horizontal coordinates are valid at the epoch date displayed above.
 DE7964.The epoch date for horizontal control is a decimal equivalence
 DE7964.of Year/Month/Day.
 DE7964
 DE7964.The orthometric height was determined by GPS observations and a
 DE7964.high-resolution geoid model.
 DE7964.The orthometric height was determined by GPS observations and a
 DE7964.high-resolution geoid model using precise GPS observation and
 DE7964.processing techniques.
 DE7964
 DE7964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7964
 DE7964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7964
 DE7964.The ellipsoidal height was determined by GPS observations
 DE7964.and is referenced to NAD 83.
 DE7964
 DE7964.The geoid height was determined by GEOID03.
 DE7964
 DE7964;                    North         East     Units Scale Factor Converg.
 DE7964;SPC NC       -   256,914.958   542,677.802   MT  0.99997288   -0 25 43.5
 DE7964;SPC NC       -   842,895.16  1,780,435.42   sFT  0.99997288   -0 25 43.5
 DE7964;UTM  17      - 3,991,740.937   613,213.980   MT  0.99975793   +0 44 24.5
 DE7964
 DE7964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7964!SPC NC       -   0.99996777  x   0.99997288  =   0.99994065
 DE7964!UTM  17      -   0.99996777  x   0.99975793  =   0.99972571
 DE7964
 DE7964|---------------------------------------------------------------------|
 DE7964| PID    Reference Object                     Distance      Geod. Az  |
 DE7964|                                                           dddmmss.s |
 DE7964| DE9399 35W 201                             287.316 METERS 02848     |
 DE7964|---------------------------------------------------------------------|
 DE7964
 DE7964                          SUPERSEDED SURVEY CONTROL
 DE7964
 DE7964  NAD 83(1986)-  36 03 49.19536(N)    079 44 34.33213(W) AD(       ) 1
 DE7964  NAD 83(2001)-  36 03 49.18882(N)    079 44 34.32531(W) AD(       ) A
 DE7964  ELLIP H (09/24/02)  205.356  (m)                       GP(       ) 4 1
 DE7964
 DE7964.Superseded values are not recommended for survey control.
 DE7964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7964.See file dsdata.txt to determine how the superseded data were derived.
 DE7964
 DE7964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1321491741(NAD 83)
 DE7964_MARKER: DD = SURVEY DISK
 DE7964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7964_STAMPING: 35W.200 7/97
 DE7964_MARK LOGO: NC1940
 DE7964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7964+STABILITY: SURFACE MOTION
 DE7964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7964+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DE7964
 DE7964  HISTORY     - Date     Condition        Report By
 DE7964  HISTORY     - 1997     MONUMENTED       NC1940
 DE7964  HISTORY     - 2002     GOOD             CONE+S
 DE7964
 DE7964                          STATION DESCRIPTION
 DE7964
 DE7964'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE7964'STATION IS LOCATED NEAR THE EAST EDGE OF GREENSBORO, ABOUT 2.7 MI (4.3
 DE7964'KM) EAST OF THE
 DE7964'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF MCCONNELL ROAD AND
 DE7964'COLE
 DE7964'STREET. ALONG MCCONNELL ROAD FOR 1.4 MI (2.3 KM) EAST FROM THE BRIDGE
 DE7964'OVER US 29-70-220-421
 DE7964'TO T-INTERSECTION, IN NORTHWEST QUADRANT. MARK IS ABOUT 1-FOOT HIGHER
 DE7964'THAN THE CENTER
 DE7964'OF MCCONNELL ROAD AND FLUSH WITH THE GROUND. LOCATED 27.2 FT (8.3 M)
 DE7964'NORTH-NORTHEAST
 DE7964'OF THE CENTERLINE OF MCCONNELL ROAD, 57.2 FT (17.4 M) WEST-NORTHWEST
 DE7964'OF CENTERLINE OF
 DE7964'COLE STREET, 6.7 FT (2.0 M) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE,
 DE7964'34.8 FT (10.6 M) WEST OF
 DE7964'FENCE CORNER, AND 49.3 FT (15.0 M) WEST-NORTHWEST OF THE CENTER OF A
 DE7964'SANITARY MANHOLE IN
 DE7964'STREET.
 DE7964' 
 DE7964'
 DE7964
 DE7964                          STATION RECOVERY (2002)
 DE7964
 DE7964'RECOVERY NOTE BY CONCORD ENGINEERING AND SURVEY 2002 (JED)
 DE7964'STATION IS LOCATED NEAR THE EAST EDGE OF GREENSBORO, ABOUT 2.7 MI (4.3
 DE7964'KM) EAST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF
 DE7964'MCCONNELL ROAD AND COLE STREET.
 DE7964'PROCEED ALONG MCCONNELL ROAD FOR 1.4 MI (2.3 KM) EAST FROM THE BRIDGE
 DE7964'OVER US 29-70-220-421, TO T-INTERSECTION AND STATION ABOUT 70-FEET
 DE7964'NORTHWEST.
 DE7964'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF MCCONNELL ROAD, AND
 DE7964'FLUSH WITH THE GROUND. LOCATED 27.2 FT (8.3 M) NORTH-NORTHEAST OF THE
 DE7964'CENTERLINE OF MCCONNELL ROAD, 57.2 FT (17.4 M) WEST-NORTHWEST OF
 DE7964'CENTERLINE OF COLE STREET, 6.7 FT (2.0 M) SOUTH-SOUTHWEST OF CHAIN
 DE7964'LINK FENCE, 34.8 FT (10.6 M) WEST OF FENCE CORNER, AND 48.9 FT (14.9
 DE7964'M) WEST-NORTHWEST OF SANITARY MANHOLE IN STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9399 ***********************************************************************
 DE9399  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9399  DESIGNATION -  35W 201
 DE9399  PID         -  DE9399
 DE9399  STATE/COUNTY-  NC/GUILFORD
 DE9399  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9399
 DE9399                         *CURRENT SURVEY CONTROL
 DE9399  ___________________________________________________________________
 DE9399* NAD 83(2007)-  36 03 57.35810(N)    079 44 28.79543(W)     ADJUSTED  
 DE9399* NAVD 88     -       238.41   (meters)     782.2    (feet)  GPS OBS   
 DE9399  ___________________________________________________________________
 DE9399  EPOCH DATE  -        2002.00
 DE9399  X           -     919,288.662 (meters)                     COMP
 DE9399  Y           -  -5,079,344.384 (meters)                     COMP
 DE9399  Z           -   3,734,230.172 (meters)                     COMP
 DE9399  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 DE9399  ELLIP HEIGHT-         207.743 (meters)          (02/10/07) ADJUSTED
 DE9399  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9399
 DE9399  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9399  Type    PID    Designation                      North   East  Ellip
 DE9399  -------------------------------------------------------------------
 DE9399  NETWORK DE9399 35W 201                           1.12   0.94   1.88
 DE9399  -------------------------------------------------------------------
 DE9399
 DE9399.The horizontal coordinates were established by GPS observations
 DE9399.and adjusted by the National Geodetic Survey in February 2007.
 DE9399
 DE9399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9399.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9399.The horizontal coordinates are valid at the epoch date displayed above.
 DE9399.The epoch date for horizontal control is a decimal equivalence
 DE9399.of Year/Month/Day.
 DE9399
 DE9399.The orthometric height was determined by GPS observations and a
 DE9399.high-resolution geoid model.
 DE9399.The orthometric height was determined by GPS observations and a
 DE9399.high-resolution geoid model using precise GPS observation and
 DE9399.processing techniques.
 DE9399
 DE9399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9399
 DE9399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9399
 DE9399.The ellipsoidal height was determined by GPS observations
 DE9399.and is referenced to NAD 83.
 DE9399
 DE9399.The geoid height was determined by GEOID03.
 DE9399
 DE9399;                    North         East     Units Scale Factor Converg.
 DE9399;SPC NC       -   257,165.703   542,818.064   MT  0.99997344   -0 25 40.3
 DE9399;SPC NC       -   843,717.81  1,780,895.60   sFT  0.99997344   -0 25 40.3
 DE9399;UTM  17      - 3,991,994.437   613,349.069   MT  0.99975831   +0 44 27.9
 DE9399
 DE9399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9399!SPC NC       -   0.99996740  x   0.99997344  =   0.99994084
 DE9399!UTM  17      -   0.99996740  x   0.99975831  =   0.99972571
 DE9399
 DE9399|---------------------------------------------------------------------|
 DE9399| PID    Reference Object                     Distance      Geod. Az  |
 DE9399|                                                           dddmmss.s |
 DE9399| DE7964 35W 200                             287.316 METERS 20848     |
 DE9399|---------------------------------------------------------------------|
 DE9399
 DE9399                          SUPERSEDED SURVEY CONTROL
 DE9399
 DE9399  NAD 83(2001)-  36 03 57.35814(N)    079 44 28.79534(W) AD(       ) 1
 DE9399  ELLIP H (03/13/03)  207.734  (m)                       GP(       ) 4 2
 DE9399  NAD 83(1986)-  36 03 57.36453(N)    079 44 28.80213(W) AD(       ) 1
 DE9399
 DE9399.Superseded values are not recommended for survey control.
 DE9399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9399.See file dsdata.txt to determine how the superseded data were derived.
 DE9399
 DE9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1334991994(NAD 83)
 DE9399_MARKER: DD = SURVEY DISK
 DE9399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9399_STAMPING: 35W201 1999
 DE9399_MARK LOGO: NC1940
 DE9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9399+STABILITY: SURFACE MOTION
 DE9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9399+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9399
 DE9399  HISTORY     - Date     Condition        Report By
 DE9399  HISTORY     - 1999     MONUMENTED       NC1940
 DE9399
 DE9399                          STATION DESCRIPTION
 DE9399
 DE9399'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9399'STATION IS ABOUT 2.9 MI (4.7 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9399'GOVERNMENT PLAZA, AT MANASSEH BAPTIST CHURCH.
 DE9399'ALONG FRANKLIN BOULEVARD, 0.2 MI (0.3 KM) NORTH OF MC CONNELL ROAD AND
 DE9399'0.4 MI (0.6 KM) SOUTH OF HOLTS CHAPEL ROAD, ON SOUTHWEST SIDE OF
 DE9399'INTERSECTION WITH STANDISH DRIVE AND ON SOUTH SIDE OF DRIVEWAY TO
 DE9399'LEADING TO SOUTH SIDE OF MANASSEH BAPTIST CHURCH.
 DE9399'MARK IS ABOUT LEVEL WITH BOULEVARD AND FLUSH WITH THE GROUND. LOCATED
 DE9399'21.7 FT (6.6 M) WEST OF THE CENTERLINE OF BOULEVARD, 9.4 FT (2.9 M)
 DE9399'EAST OF A GUARDRAIL, 11.6 FT (3.5 M) SOUTH OF THE SOUTH END OF A GRATE
 DE9399'INLET, 14.6 FT (4.5 M) SOUTHEAST OF THE CORNER OF GUARDRAIL, 14.7 FT
 DE9399'(4.5 M) SOUTHEAST OF POWER POLE (33653H), AND 50.0 FT (15.2 M)
 DE9399'NORTHWEST OF POWER POLE (42129L).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0706 ***********************************************************************
 FX0706  DESIGNATION -  36
 FX0706  PID         -  FX0706
 FX0706  STATE/COUNTY-  NC/CHOWAN
 FX0706  USGS QUAD   -  HOBBSVILLE (1982)
 FX0706
 FX0706                         *CURRENT SURVEY CONTROL
 FX0706  ___________________________________________________________________
 FX0706* NAD 83(1986)-  36 19 12.     (N)    076 36 53.     (W)     SCALED    
 FX0706* NAVD 88     -        11.098  (meters)      36.41   (feet)  POSTED    
 FX0706  ___________________________________________________________________
 FX0706  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FX0706  DYNAMIC HT  -          11.090 (meters)      36.38  (feet)  COMP
 FX0706  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 FX0706
 FX0706  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0706
 FX0706.The horizontal coordinates were scaled from a topographic map and have
 FX0706.an estimated accuracy of +/- 6 seconds.
 FX0706
 FX0706.The orthometric height was determined by differential leveling
 FX0706.and adjusted by the  in 1992.
 FX0706.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0706.was located on a no-check spur therefore a value was not computed.
 FX0706.No vertical observational check was made to the station.
 FX0706
 FX0706.The geoid height was determined by GEOID03.
 FX0706
 FX0706.The dynamic height is computed by dividing the NAVD 88
 FX0706.geopotential number by the normal gravity value computed on the
 FX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0706.degrees latitude (g = 980.6199 gals.).
 FX0706
 FX0706.The modeled gravity was interpolated from observed gravity values.
 FX0706
 FX0706;                    North         East    Units  Estimated Accuracy
 FX0706;SPC NC       -   287,680.      823,780.      MT  (+/- 180 meters Scaled)
 FX0706
 FX0706                          SUPERSEDED SURVEY CONTROL
 FX0706
 FX0706  NGVD 29 (??/??/92)   11.418  (m)           37.46   (f) ADJ UNCH    2 0
 FX0706
 FX0706.Superseded values are not recommended for survey control.
 FX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0706.See file dsdata.txt to determine how the superseded data were derived.
 FX0706
 FX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF550206(NAD 83)
 FX0706_MARKER: DD = SURVEY DISK
 FX0706_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX0706_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FX0706_STAMPING: 36 ADJ 1903
 FX0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0706
 FX0706  HISTORY     - Date     Condition        Report By
 FX0706  HISTORY     - 1903     MONUMENTED       USGS
 FX0706  HISTORY     - 1903     GOOD             NGS
 FX0706
 FX0706                          STATION DESCRIPTION
 FX0706
 FX0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1903
 FX0706'1.8 MI S FROM HOBBSVILLE.
 FX0706'ABOUT 9 MILES SOUTH ALONG STATE HIGHWAY 32 THENCE 0.85 MILES
 FX0706'EAST ALONG STATE HIGHWAY 37, AT A COUNTRY STORE KNOWN AS GLIDEN,
 FX0706'122.5 FEET WEST OF THE NORTHWEST CORNER OF THE STORE, 19 FEET
 FX0706'WEST OF THE SOUTH END OF A SMALL CULVERT, AND 16 FEET WEST
 FX0706'OF POLE 18.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6321 ***********************************************************************
 AE6321  DESIGNATION -  36 DRD
 AE6321  PID         -  AE6321
 AE6321  STATE/COUNTY-  NC/ROWAN
 AE6321  USGS QUAD   -  SALISBURY (1987)
 AE6321
 AE6321                         *CURRENT SURVEY CONTROL
 AE6321  ___________________________________________________________________
 AE6321* NAD 83(2001)-  35 41 43.59880(N)    080 24 02.78218(W)     ADJUSTED  
 AE6321* NAVD 88     -       219.82   (+/-2cm)     721.2    (feet)  VERTCON   
 AE6321  ___________________________________________________________________
 AE6321  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 AE6321  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AE6321  HORZ ORDER  -  SECOND
 AE6321  VERT ORDER  -  THIRD (See Below)
 AE6321
 AE6321.The horizontal coordinates were established by classical geodetic methods
 AE6321.and adjusted by the National Geodetic Survey in August 2005.
 AE6321
 AE6321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE6321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE6321.The vertical order pertains to the NGVD 29 superseded value.
 AE6321
 AE6321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6321
 AE6321.The geoid height was determined by GEOID03.
 AE6321
 AE6321;                    North         East     Units Scale Factor Converg.
 AE6321;SPC NC       -   216,705.191   482,835.120   MT  0.99990249   -0 48 30.5
 AE6321;SPC NC       -   710,973.61  1,584,101.56   sFT  0.99990249   -0 48 30.5
 AE6321;UTM  17      - 3,950,335.030   554,214.128   MT  0.99963622   +0 20 58.7
 AE6321
 AE6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6321!SPC NC       -   0.99997039  x   0.99990249  =   0.99987288
 AE6321!UTM  17      -   0.99997039  x   0.99963622  =   0.99960662
 AE6321
 AE6321                          SUPERSEDED SURVEY CONTROL
 AE6321
 AE6321  NAD 83(1986)-  35 41 43.60755(N)    080 24 02.78866(W) AD(       ) 2
 AE6321  NGVD 29 (02/02/98)  220.04   (m)          721.9    (f) LEVELING    3  
 AE6321
 AE6321.Superseded values are not recommended for survey control.
 AE6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6321.See file dsdata.txt to determine how the superseded data were derived.
 AE6321
 AE6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5421450335(NAD 83)
 AE6321_MARKER: DB = BENCH MARK DISK
 AE6321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6321_SP_SET: SET IN CONCRETE WINGWALL
 AE6321_STAMPING: 36 DRD 1958 722
 AE6321_MARK LOGO: USGS  
 AE6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6321+STABILITY: SURFACE MOTION
 AE6321
 AE6321  HISTORY     - Date     Condition        Report By
 AE6321  HISTORY     - 1958     MONUMENTED       USGS
 AE6321  HISTORY     - 19880505 GOOD             NCGS
 AE6321
 AE6321                          STATION DESCRIPTION
 AE6321
 AE6321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE6321'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF SPENCER
 AE6321'AND 7.02 KM (4.35 MI) EAST-NORTHEAST OF SALISBURY.$ALONG I-85 FOR 7.16
 AE6321'KM (4.45 MI) NORTH FROM THE US 52 (INNES STREET) UNDERPASS IN
 AE6321'SALISBURY, TO STATION AT THE SR 2120 (LONG FERRY ROAD) OVERPASS, AT
 AE6321'THE EAST END OF BRIDGE IN THE SOUTH WINGWALL.$MARK IS ABOUT LEVEL WITH
 AE6321'THE ROAD.  LOCATED 6.17 M (20.24 FT) SOUTHWEST OF THE CENTERLINE OF SR
 AE6321'2120, 6.13 M (20.11 FT) NORTH OF POWER POLE NO.38 WITH A REFERENCE TAG
 AE6321'AND 45.2 M (148.3 FT) SOUTHEAST OF AN NCGS STATION STAMPED--PEPSI
 AE6321'1988.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2756 ***********************************************************************
 FB2756  DESIGNATION -  36 EG 1
 FB2756  PID         -  FB2756
 FB2756  STATE/COUNTY-  NC/POLK
 FB2756  USGS QUAD   -  MILL SPRING (1990)
 FB2756
 FB2756                         *CURRENT SURVEY CONTROL
 FB2756  ___________________________________________________________________
 FB2756* NAD 83(2007)-  35 15 28.58090(N)    082 11 06.88325(W)     ADJUSTED  
 FB2756* NAVD 88     -       329.591  (meters)    1081.33   (feet)  ADJUSTED  
 FB2756  ___________________________________________________________________
 FB2756  EPOCH DATE  -        2002.00
 FB2756  X           -     708,978.935 (meters)                     COMP
 FB2756  Y           -  -5,165,778.614 (meters)                     COMP
 FB2756  Z           -   3,661,443.164 (meters)                     COMP
 FB2756  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 FB2756  ELLIP HEIGHT-         297.951 (meters)          (02/10/07) ADJUSTED
 FB2756  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FB2756  DYNAMIC HT  -         329.257 (meters)    1080.24  (feet)  COMP
 FB2756
 FB2756  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2756  Type    PID    Designation                      North   East  Ellip
 FB2756  -------------------------------------------------------------------
 FB2756  NETWORK FB2756 36 EG 1                           1.96   1.59   2.65
 FB2756  -------------------------------------------------------------------
 FB2756  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 FB2756
 FB2756  VERT ORDER  -  SECOND    CLASS II
 FB2756
 FB2756.The horizontal coordinates were established by GPS observations
 FB2756.and adjusted by the National Geodetic Survey in February 2007.
 FB2756
 FB2756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2756.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2756.The horizontal coordinates are valid at the epoch date displayed above.
 FB2756.The epoch date for horizontal control is a decimal equivalence
 FB2756.of Year/Month/Day.
 FB2756
 FB2756.The orthometric height was determined by differential leveling
 FB2756.and adjusted in February 2001.
 FB2756.No vertical observational check was made to the station.
 FB2756
 FB2756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2756
 FB2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2756
 FB2756.The ellipsoidal height was determined by GPS observations
 FB2756.and is referenced to NAD 83.
 FB2756
 FB2756.The geoid height was determined by GEOID03.
 FB2756
 FB2756.The dynamic height is computed by dividing the NAVD 88
 FB2756.geopotential number by the normal gravity value computed on the
 FB2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2756.degrees latitude (g = 980.6199 gals.).
 FB2756
 FB2756.The modeled gravity was interpolated from observed gravity values.
 FB2756
 FB2756;                    North         East     Units Scale Factor Converg.
 FB2756;SPC NC       -   171,924.928   319,828.081   MT  0.99987260   -1 50 18.3
 FB2756;SPC NC       -   564,057.03  1,049,302.63   sFT  0.99987260   -1 50 18.3
 FB2756;UTM  17      - 3,902,291.946   392,182.310   MT  0.99974326   -0 41 03.3
 FB2756
 FB2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2756!SPC NC       -   0.99995324  x   0.99987260  =   0.99982584
 FB2756!UTM  17      -   0.99995324  x   0.99974326  =   0.99969651
 FB2756
 FB2756                          SUPERSEDED SURVEY CONTROL
 FB2756
 FB2756  NAD 83(2001)-  35 15 28.58102(N)    082 11 06.88345(W) AD(       ) 1
 FB2756  ELLIP H (03/13/03)  297.934  (m)                       GP(       ) 4 2
 FB2756  NAD 83(1986)-  35 15 28.59001(N)    082 11 06.88614(W) AD(       ) 1
 FB2756  ELLIP H (11/17/00)  297.937  (m)                       GP(       ) 4 2
 FB2756  NAD 83(1986)-  35 15 28.58747(N)    082 11 06.88648(W) AD(       ) 2
 FB2756  NAD 27      -  35 15 28.18310(N)    082 11 07.47665(W) AD(       ) 2
 FB2756  NAVD 88 (11/17/00)  329.59   (m)         1081.3    (f) LEVELING    3  
 FB2756  NGVD 29 (07/19/86)  329.68   (m)         1081.6    (f) LEVELING    3  
 FB2756
 FB2756.Superseded values are not recommended for survey control.
 FB2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2756.See file dsdata.txt to determine how the superseded data were derived.
 FB2756
 FB2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9218202292(NAD 83)
 FB2756_MARKER: DB = BENCH MARK DISK
 FB2756_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2756_STAMPING: 36 EG 1 1973
 FB2756_MARK LOGO: NCSHC 
 FB2756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2756+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 FB2756
 FB2756  HISTORY     - Date     Condition        Report By
 FB2756  HISTORY     - 1973     MONUMENTED       NCSHC
 FB2756  HISTORY     - 19990215 GOOD             NCGS
 FB2756
 FB2756                          STATION DESCRIPTION
 FB2756
 FB2756'DESCRIBED BY NC STATE HWYS COMM 1973 (JWC)
 FB2756'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTHEAST OF COLUMBUS
 FB2756'AND 2.9 MILES SOUTHWEST OF MILL SPRINGS.
 FB2756'
 FB2756'TO REACH STATION FROM THE POLK COUNTY COURTHOUSE IN COLUMBUS, PROCEED
 FB2756'NORTHEAST ALONG NC 108 FOR 1.0 MILE TO THE T INTERSECTION WITH SR 1531
 FB2756'AND STATION ON THE LEFT APPROXIMATELY 320 FEET NORTHWEST OF NC 108 ON
 FB2756'THE RIGHT-OF-WAY BETWEEN FENCE AND NEW US 74 EXIT RAMP.
 FB2756'
 FB2756'STATION MARK IS A STANDARD DISK STAMPED---36 EG 1 1973---, SET IN THE
 FB2756'TOP OF A CONCRETE PRECAST, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2756'SURFACE.  MARK IS 91.5 FEET SOUTHWEST OF CENTERLINE OF EXIT RAMP, 79.2
 FB2756'FEET EAST-NORTHEAST OF NAIL IN CAP IN A 6 INCH PINE, 26.1 FEET
 FB2756'SOUTHEAST OF A RAILROAD SPIKE IN A 12 INCH PINE AND 233.9 FEET
 FB2756'NORTHEAST OF A NAIL IN CAP IN A POWER POLE.
 FB2756
 FB2756                          STATION RECOVERY (1999)
 FB2756
 FB2756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2756'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CORRECTIONS.  MARK IS ABOUT
 FB2756'4-FT HIGHER THAN US 74 EXIT RAMP AND FLUSH WITH GROUND.  LOCATED 69.7
 FB2756'FT (21.2 M) NORTHWEST OF A UTILITY POLE, 27.0 FT (8.2 M) SOUTHEAST OF
 FB2756'A 22-INCH PINE -- BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8571 ***********************************************************************
 AI8571  DESIGNATION -  36 EG 13
 AI8571  PID         -  AI8571
 AI8571  STATE/COUNTY-  NC/POLK
 AI8571  USGS QUAD   -  PEA RIDGE (1982)
 AI8571
 AI8571                         *CURRENT SURVEY CONTROL
 AI8571  ___________________________________________________________________
 AI8571* NAD 83(2001)-  35 17 26.23536(N)    082 04 19.10423(W)     ADJUSTED  
 AI8571* NAVD 88     -       300.12   (meters)     984.6    (feet)  LEVELING  
 AI8571  ___________________________________________________________________
 AI8571  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AI8571  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 AI8571  HORZ ORDER  -  SECOND
 AI8571  VERT ORDER  -  THIRD
 AI8571
 AI8571.The horizontal coordinates were established by classical geodetic methods
 AI8571.and adjusted by the National Geodetic Survey in August 2005.
 AI8571
 AI8571.The orthometric height was determined by differential leveling.
 AI8571.The vertical network tie was performed by a horz. field party for horz.
 AI8571.obs reductions. Reset procedures were used to establish the elevation.
 AI8571
 AI8571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8571
 AI8571.The geoid height was determined by GEOID03.
 AI8571
 AI8571;                    North         East     Units Scale Factor Converg.
 AI8571;SPC NC       -   175,223.864   330,241.658   MT  0.99987282   -1 46 23.0
 AI8571;SPC NC       -   574,880.29  1,083,467.84   sFT  0.99987282   -1 46 23.0
 AI8571;UTM  17      - 3,905,799.426   402,525.863   MT  0.99971709   -0 37 09.7
 AI8571
 AI8571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8571!SPC NC       -   0.99995790  x   0.99987282  =   0.99983072
 AI8571!UTM  17      -   0.99995790  x   0.99971709  =   0.99967500
 AI8571
 AI8571                          SUPERSEDED SURVEY CONTROL
 AI8571
 AI8571  NAD 83(1986)-  35 17 26.24732(N)    082 04 19.10828(W) AD(       ) 2
 AI8571
 AI8571.Superseded values are not recommended for survey control.
 AI8571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8571.See file dsdata.txt to determine how the superseded data were derived.
 AI8571
 AI8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0252605799(NAD 83)
 AI8571_MARKER: DD = SURVEY DISK
 AI8571_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI8571_STAMPING: 36 EG 13 1973
 AI8571_MARK LOGO: NCSHC 
 AI8571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI8571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8571+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1992
 AI8571
 AI8571  HISTORY     - Date     Condition        Report By
 AI8571  HISTORY     - 1973     MONUMENTED       NCSHC
 AI8571  HISTORY     - 19920415 GOOD             NCGS
 AI8571
 AI8571                          STATION DESCRIPTION
 AI8571
 AI8571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8571'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF PEA RIDGE AND
 AI8571'7.7 MI (12.4 KM) EAST OF COLUMBUS.
 AI8571'ALONG SR 1326 (PEA RIDGE ROAD) FOR 0.4 MI (0.6 KM) NORTHWEST FROM THE
 AI8571'US 74 UNDERPASS, OR 0.15 MI (0.24 KM) NORTHWEST FROM SR 1331, ON BANK
 AI8571'IN TREE LINE.
 AI8571'MARK IS ABOUT 4 FEET (1.2 M) HIGHER THAN ROAD AND PROJECTS 6 INCHES
 AI8571'ABOVE GROUND.  LOCATED 31.1 FT (9.5 M) NORTH-NORTHEAST OF THE
 AI8571'CENTERLINE OF ROAD--AND 14.4 FT (4.4 M) SOUTHEAST OF A 12-INCH WHITE
 AI8571'OAK, 8.6 FT (2.6 M) WEST-SOUTHWEST OF A 10-INCH WHITE OAK, 23.5 FT
 AI8571'(7.2 M) WEST-NORTHWEST OF A 13-INCH WHITE OAK--ALL WITH REFERENCE
 AI8571'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7902 ***********************************************************************
 AF7902  DESIGNATION -  36 EG 17
 AF7902  PID         -  AF7902
 AF7902  STATE/COUNTY-  NC/POLK
 AF7902  USGS QUAD   -  PEA RIDGE (1982)
 AF7902
 AF7902                         *CURRENT SURVEY CONTROL
 AF7902  ___________________________________________________________________
 AF7902* NAD 83(2007)-  35 17 07.23868(N)    082 01 37.15987(W)     ADJUSTED  
 AF7902* NAVD 88     -       230.12   (meters)     755.0    (feet)  LEVELING  
 AF7902  ___________________________________________________________________
 AF7902  EPOCH DATE  -        2002.00
 AF7902  X           -     722,989.755 (meters)                     COMP
 AF7902  Y           -  -5,161,981.152 (meters)                     COMP
 AF7902  Z           -   3,663,867.945 (meters)                     COMP
 AF7902  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AF7902  ELLIP HEIGHT-         198.175 (meters)          (02/10/07) ADJUSTED
 AF7902  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AF7902
 AF7902  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF7902  Type    PID    Designation                      North   East  Ellip
 AF7902  -------------------------------------------------------------------
 AF7902  NETWORK AF7902 36 EG 17                          0.63   0.55   1.88
 AF7902  -------------------------------------------------------------------
 AF7902  VERT ORDER  -  THIRD ?
 AF7902
 AF7902.The horizontal coordinates were established by GPS observations
 AF7902.and adjusted by the National Geodetic Survey in February 2007.
 AF7902
 AF7902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF7902.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF7902.The horizontal coordinates are valid at the epoch date displayed above.
 AF7902.The epoch date for horizontal control is a decimal equivalence
 AF7902.of Year/Month/Day.
 AF7902
 AF7902.The orthometric height was determined by differential leveling.
 AF7902.The vertical network tie was performed by a horz. field party for horz.
 AF7902.obs reductions. Reset procedures were used to establish the elevation.
 AF7902
 AF7902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7902
 AF7902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7902
 AF7902.The ellipsoidal height was determined by GPS observations
 AF7902.and is referenced to NAD 83.
 AF7902
 AF7902.The geoid height was determined by GEOID03.
 AF7902
 AF7902;                    North         East     Units Scale Factor Converg.
 AF7902;SPC NC       -   174,513.100   334,313.345   MT  0.99987276   -1 44 49.5
 AF7902;SPC NC       -   572,548.40  1,096,826.37   sFT  0.99987276   -1 44 49.5
 AF7902;UTM  17      - 3,905,170.891   406,610.380   MT  0.99970748   -0 35 35.8
 AF7902
 AF7902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7902!SPC NC       -   0.99996890  x   0.99987276  =   0.99984166
 AF7902!UTM  17      -   0.99996890  x   0.99970748  =   0.99967638
 AF7902
 AF7902                          SUPERSEDED SURVEY CONTROL
 AF7902
 AF7902  NAD 83(2001)-  35 17 07.23889(N)    082 01 37.16000(W) AD(       ) 1
 AF7902  ELLIP H (03/13/03)  198.159  (m)                       GP(       ) 4 2
 AF7902  ELLIP H (11/17/00)  198.119  (m)                       GP(       ) 4 2
 AF7902  NAD 83(1986)-  35 17 07.25098(N)    082 01 37.16426(W) AD(       ) 1
 AF7902
 AF7902.Superseded values are not recommended for survey control.
 AF7902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7902.See file dsdata.txt to determine how the superseded data were derived.
 AF7902
 AF7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0661005171(NAD 83)
 AF7902_MARKER: DH = HORIZONTAL CONTROL DISK
 AF7902_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF7902_STAMPING: 36 EG 17 1973
 AF7902_MARK LOGO: NCSHC 
 AF7902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7902+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 AF7902
 AF7902  HISTORY     - Date     Condition        Report By
 AF7902  HISTORY     - 1973     MONUMENTED       NCSHC
 AF7902  HISTORY     - 19900105 GOOD             NCGS
 AF7902  HISTORY     - 19920506 GOOD             NCGS
 AF7902
 AF7902                          STATION DESCRIPTION
 AF7902
 AF7902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 AF7902'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF RUTHERFORDTON
 AF7902'AND 10.0 MI (16.1 KM) EAST-NORTHEAST OF COLUMBUS, AT THE NORTHEAST
 AF7902'CORNER OF THE SR 1005 (COXE ROAD) BRIDGE OVER GREEN RIVER, IN THE
 AF7902'NORTHWEST SHOULDER. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AF7902'LOCATED 13.3 FT (4.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF ROAD, 3.9
 AF7902'FT (1.2 M) EAST-NORTHEAST OF NORTHEAST END OF CONCRETE BRIDGE RAIL.
 AF7902'79.1 FT (24.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF GRAVEL DRIVE, AND
 AF7902'26.1 FT (8.0 M) NORTH-NORTHEAST OF A CHISELED SQUARE ON CONCRETE WHEEL
 AF7902'GUARD AT SOUTHEAST CORNER OF BRIDGE.
 AF7902
 AF7902                          STATION RECOVERY (1992)
 AF7902
 AF7902'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AF7902'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2747 ***********************************************************************
 FB2747  DESIGNATION -  36 EG 3
 FB2747  PID         -  FB2747
 FB2747  STATE/COUNTY-  NC/POLK
 FB2747  USGS QUAD   -  MILL SPRING (1990)
 FB2747
 FB2747                         *CURRENT SURVEY CONTROL
 FB2747  ___________________________________________________________________
 FB2747* NAD 83(2001)-  35 15 20.03600(N)    082 10 28.04795(W)     ADJUSTED  
 FB2747* NAVD 88     -       306.14   (+/-2cm)    1004.4    (feet)  VERTCON   
 FB2747  ___________________________________________________________________
 FB2747  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FB2747  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FB2747  HORZ ORDER  -  SECOND
 FB2747  VERT ORDER  -  THIRD ? (See Below)
 FB2747
 FB2747.The horizontal coordinates were established by classical geodetic methods
 FB2747.and adjusted by the National Geodetic Survey in August 2005.
 FB2747
 FB2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2747.The vertical order pertains to the NGVD 29 superseded value.
 FB2747
 FB2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2747
 FB2747.The geoid height was determined by GEOID03.
 FB2747
 FB2747;                    North         East     Units Scale Factor Converg.
 FB2747;SPC NC       -   171,630.322   320,800.712   MT  0.99987259   -1 49 55.9
 FB2747;SPC NC       -   563,090.48  1,052,493.67   sFT  0.99987259   -1 49 55.9
 FB2747;UTM  17      - 3,902,017.028   393,160.550   MT  0.99974067   -0 40 40.8
 FB2747
 FB2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2747!SPC NC       -   0.99995692  x   0.99987259  =   0.99982952
 FB2747!UTM  17      -   0.99995692  x   0.99974067  =   0.99969760
 FB2747
 FB2747                          SUPERSEDED SURVEY CONTROL
 FB2747
 FB2747  NAD 83(1986)-  35 15 20.04105(N)    082 10 28.05205(W) AD(       ) 2
 FB2747  NAD 27      -  35 15 19.63552(N)    082 10 28.64314(W) AD(       ) 2
 FB2747  NGVD 29 (07/19/86)  306.24   (m)         1004.7    (f) LEVELING    3  
 FB2747
 FB2747.Superseded values are not recommended for survey control.
 FB2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2747.See file dsdata.txt to determine how the superseded data were derived.
 FB2747
 FB2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9316102017(NAD 83)
 FB2747_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2747_STAMPING: 36 EG 3 1973
 FB2747_MARK LOGO: NCSHC 
 FB2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2747+STABILITY: SURFACE MOTION
 FB2747
 FB2747  HISTORY     - Date     Condition        Report By
 FB2747  HISTORY     - 1973     MONUMENTED       NCHPWC
 FB2747  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 FB2747
 FB2747                          STATION DESCRIPTION
 FB2747
 FB2747'DESCRIBED BY NC HWY AND P W COMM 1973 (JWC)
 FB2747'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTHEAST OF COLUMBUS
 FB2747'AND 3.0 MILES SOUTHWEST OF MILL SPRINGS.
 FB2747'
 FB2747'TO REACH THE STATION FROM THE POLK COUNTY COURTHOUSE IN COLUMBUS,
 FB2747'PROCEED NORTHEAST ALONG NC 108 FOR 1.0 MILE TO T INTERSECTION WITH
 FB2747'SR 1531, THENCE EAST ALONG SR 1531 FOR 0.6 MILE TO TRANSMISSION LINE
 FB2747'CROSSING AND STATION ON THE LEFT AT WEST EDGE OF TRANSMISSION LINE
 FB2747'RIGHT-OF-WAY AND UNDER TELEPHONE LINE, APPROXIMATELY 600 FEET WEST OF
 FB2747'INTERSECTION OF SR 1531 AND SR 1532.
 FB2747'
 FB2747'STATION MARK IS A STANDARD DISK STAMPED---36 EG 3 1973--- SET IN THE
 FB2747'TOP OF A CONCRETE PRECAST, THE TOP OF WHICH IS 2 INCHES ABOVE THE
 FB2747'GROUND SURFACE.  MARK IS 84.0 FEET NORTHWEST OF CENTERLINE OF SR 1531,
 FB2747'47.0 FEET NORTH OF RAILROAD SPIKE IN POWER POLE, 20.0 FEET EAST-
 FB2747'SOUTHEAST OF A NAIL IN CAP IN A 5 INCH PINE AND 98.2 FEET SOUTH OF A
 FB2747'NAIL IN CAP IN A POWER POLE NO. 199.
 FB2747
 FB2747                          STATION RECOVERY (1985)
 FB2747
 FB2747'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2747'MONUMENT FOUND OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2282 ***********************************************************************
 FY2282  DESIGNATION -  36 MAX
 FY2282  PID         -  FY2282
 FY2282  STATE/COUNTY-  NC/CASWELL
 FY2282  USGS QUAD   -  PARK SPRING (1994)
 FY2282
 FY2282                         *CURRENT SURVEY CONTROL
 FY2282  ___________________________________________________________________
 FY2282* NAD 83(1986)-  36 23 11.     (N)    079 29 24.     (W)     SCALED    
 FY2282* NAVD 88     -       206.658  (meters)     678.01   (feet)  ADJUSTED  
 FY2282  ___________________________________________________________________
 FY2282  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FY2282  DYNAMIC HT  -         206.486 (meters)     677.45  (feet)  COMP
 FY2282  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 FY2282
 FY2282  VERT ORDER  -  FIRST     CLASS II
 FY2282
 FY2282.The horizontal coordinates were scaled from a topographic map and have
 FY2282.an estimated accuracy of +/- 6 seconds.
 FY2282
 FY2282.The orthometric height was determined by differential leveling
 FY2282.and adjusted in June 1991.
 FY2282
 FY2282.The geoid height was determined by GEOID03.
 FY2282
 FY2282.The dynamic height is computed by dividing the NAVD 88
 FY2282.geopotential number by the normal gravity value computed on the
 FY2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2282.degrees latitude (g = 980.6199 gals.).
 FY2282
 FY2282.The modeled gravity was interpolated from observed gravity values.
 FY2282
 FY2282;                    North         East    Units  Estimated Accuracy
 FY2282;SPC NC       -   292,580.      565,640.      MT  (+/- 180 meters Scaled)
 FY2282
 FY2282                          SUPERSEDED SURVEY CONTROL
 FY2282
 FY2282  NGVD 29 (03/05/92)  206.883  (m)          678.75   (f) ADJUSTED    1 2
 FY2282
 FY2282.Superseded values are not recommended for survey control.
 FY2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2282.See file dsdata.txt to determine how the superseded data were derived.
 FY2282
 FY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA354278(NAD 83)
 FY2282_MARKER: DB = BENCH MARK DISK
 FY2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2282_SP_SET: CONCRETE POST
 FY2282_STAMPING: 36 MAX 1971 679
 FY2282_MARK LOGO: USGS  
 FY2282_PROJECTION: PROJECTING 8 CENTIMETERS
 FY2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2282+STABILITY: SURFACE MOTION
 FY2282
 FY2282  HISTORY     - Date     Condition        Report By
 FY2282  HISTORY     - 1971     MONUMENTED       USGS
 FY2282  HISTORY     - 1982     GOOD             NCGS
 FY2282  HISTORY     - 1985     GOOD             USPSQD
 FY2282
 FY2282                          STATION DESCRIPTION
 FY2282
 FY2282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2282'0.9 MI NE FROM CASVILLE.
 FY2282'ALONG US 158, 2.10 MILES EAST OF THE CASWELL-ROCKINGHAM COUNTY LINE,
 FY2282'AT THE INTERSECTION WITH SR 1305, 103.5 FEET NORTH OF CENTERLINE OF
 FY2282'HIGHWAY, 24.0 FEET WEST OF CENTERLINE OF SR 1305, AND 12.1 FEET
 FY2282'NORTHEAST OF 6 INCH PINE.
 FY2282'THE MARK IS 1 FT  S FROM A WITNESS POST.
 FY2282'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2282
 FY2282                          STATION RECOVERY (1985)
 FY2282
 FY2282'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0930 ***********************************************************************
 FZ0930  DESIGNATION -  3627.7
 FZ0930  PID         -  FZ0930
 FZ0930  STATE/COUNTY-  NC/AVERY
 FZ0930  USGS QUAD   -  NEWLAND (1994)
 FZ0930
 FZ0930                         *CURRENT SURVEY CONTROL
 FZ0930  ___________________________________________________________________
 FZ0930* NAD 83(1986)-  36 03 13.     (N)    081 52 46.     (W)     SCALED    
 FZ0930* NAVD 88     -      1105.556  (meters)    3627.14   (feet)  ADJUSTED  
 FZ0930  ___________________________________________________________________
 FZ0930  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ0930  DYNAMIC HT  -        1104.350 (meters)    3623.19  (feet)  COMP
 FZ0930  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 FZ0930
 FZ0930  VERT ORDER  -  SECOND    CLASS 0
 FZ0930
 FZ0930.The horizontal coordinates were scaled from a topographic map and have
 FZ0930.an estimated accuracy of +/- 6 seconds.
 FZ0930
 FZ0930.The orthometric height was determined by differential leveling
 FZ0930.and adjusted in June 1991.
 FZ0930
 FZ0930.The geoid height was determined by GEOID03.
 FZ0930
 FZ0930.The dynamic height is computed by dividing the NAVD 88
 FZ0930.geopotential number by the normal gravity value computed on the
 FZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0930.degrees latitude (g = 980.6199 gals.).
 FZ0930
 FZ0930.The modeled gravity was interpolated from observed gravity values.
 FZ0930
 FZ0930;                    North         East    Units  Estimated Accuracy
 FZ0930;SPC NC       -   259,310.      350,200.      MT  (+/- 180 meters Scaled)
 FZ0930
 FZ0930                          SUPERSEDED SURVEY CONTROL
 FZ0930
 FZ0930  NGVD 29 (??/??/92) 1105.613  (m)         3627.33   (f) ADJ UNCH    2 0
 FZ0930
 FZ0930.Superseded values are not recommended for survey control.
 FZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0930.See file dsdata.txt to determine how the superseded data were derived.
 FZ0930
 FZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV207902(NAD 83)
 FZ0930_MARKER: Q = CHISELED SQUARE
 FZ0930_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0930_SP_SET: ROCK
 FZ0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0930+STABILITY: POSITION/ELEVATION WELL
 FZ0930
 FZ0930  HISTORY     - Date     Condition        Report By
 FZ0930  HISTORY     - UNK      MONUMENTED       USGS
 FZ0930  HISTORY     - 1936     GOOD             NGS
 FZ0930  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0930
 FZ0930                          STATION DESCRIPTION
 FZ0930
 FZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FZ0930'1.5 MI SW FROM LINVILLE.
 FZ0930'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 221 FROM LINVILLE, AVERY
 FZ0930'COUNTY, 33 YARDS SOUTH OF A 2-SPAN BRIDGE OVER GRANDMOTHER CREEK,
 FZ0930'JUST BELOW A WOODEN DAM, 4 YARDS NORTH OF THE CENTERLINE OF THE
 FZ0930'ENTRANCE DRIVE TO CAMP YONAHNOKA, 10 YARDS EAST OF THE CENTERLINE
 FZ0930'OF THE HIGHWAY, AND ON THE TOP OF A LARGE ROCK, 6 INCHES SOUTH
 FZ0930'OF THE NORTH END.  A CHISELED SQUARE.
 FZ0930
 FZ0930                          STATION RECOVERY (1990)
 FZ0930
 FZ0930'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0724 ***********************************************************************
 EZ0724  DESIGNATION -  363
 EZ0724  PID         -  EZ0724
 EZ0724  STATE/COUNTY-  NC/WAKE
 EZ0724  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0724
 EZ0724                         *CURRENT SURVEY CONTROL
 EZ0724  ___________________________________________________________________
 EZ0724* NAD 83(1986)-  35 46 50.     (N)    078 38 20.     (W)     SCALED    
 EZ0724* NAVD 88     -       110.210  (meters)     361.58   (feet)  ADJUSTED  
 EZ0724  ___________________________________________________________________
 EZ0724  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 EZ0724  DYNAMIC HT  -         110.114 (meters)     361.27  (feet)  COMP
 EZ0724  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 EZ0724  OBS GRAVITY -     979,769.0   (mgal)                       GRAV_OBS
 EZ0724
 EZ0724  VERT ORDER  -  FIRST     CLASS II
 EZ0724
 EZ0724.The horizontal coordinates were scaled from a topographic map and have
 EZ0724.an estimated accuracy of +/- 6 seconds.
 EZ0724
 EZ0724.The orthometric height was determined by differential leveling
 EZ0724.and adjusted in June 1991.
 EZ0724
 EZ0724.The geoid height was determined by GEOID03.
 EZ0724
 EZ0724.The dynamic height is computed by dividing the NAVD 88
 EZ0724.geopotential number by the normal gravity value computed on the
 EZ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0724.degrees latitude (g = 980.6199 gals.).
 EZ0724
 EZ0724.The modeled gravity was interpolated from observed gravity values.
 EZ0724.The observed gravity was obtained from relative gravimeter ties
 EZ0724.to the IGSN71 gravity network.
 EZ0724
 EZ0724;                    North         East    Units  Estimated Accuracy
 EZ0724;SPC NC       -   225,310.      642,250.      MT  (+/- 180 meters Scaled)
 EZ0724
 EZ0724                          SUPERSEDED SURVEY CONTROL
 EZ0724
 EZ0724  NGVD 29 (03/05/92)  110.493  (m)          362.51   (f) ADJUSTED    1 2
 EZ0724
 EZ0724.Superseded values are not recommended for survey control.
 EZ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0724.See file dsdata.txt to determine how the superseded data were derived.
 EZ0724
 EZ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV134621(NAD 83)
 EZ0724_MARKER: DD = SURVEY DISK
 EZ0724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0724_SP_SET: BUILDING
 EZ0724_STAMPING: 362.421
 EZ0724_MARK LOGO: USGS  
 EZ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0724+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ0724
 EZ0724  HISTORY     - Date     Condition        Report By
 EZ0724  HISTORY     - UNK      MONUMENTED       USGS
 EZ0724  HISTORY     - 1968     GOOD             CGS
 EZ0724  HISTORY     - 1972     GOOD             USGS
 EZ0724  HISTORY     - 1978     GOOD             DOD
 EZ0724  HISTORY     - 1980     GOOD             NCGS
 EZ0724  HISTORY     - 1980     GOOD             NCGS
 EZ0724  HISTORY     - 20040731 GOOD             USPSQD
 EZ0724  HISTORY     - 20050917 GOOD             USPSQD
 EZ0724  HISTORY     - 20051020 GOOD             USPSQD
 EZ0724  HISTORY     - 20071118 GOOD             GEOCAC
 EZ0724
 EZ0724                          STATION DESCRIPTION
 EZ0724
 EZ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EZ0724'1 MI NE FROM RALEIGH.
 EZ0724'ABOUT 0.05 MILE EAST ALONG WEST CABARRUS STREET FROM THE SOUTHERN
 EZ0724'RAILWAY COMPANY RAILROAD STATION AT RALEIGH, THENCE 0.1 MILE NORTH
 EZ0724'ALONG SOUTH DAWSON STREET, THENCE 0.2 MILE EAST ALONG WEST DAVIE
 EZ0724'STREET, THENCE 0.2 MILE NORTH ALONG SALISBURY STREET, THENCE
 EZ0724'0.1 MILE EAST ALONG MARTIN STREET, THENCE 0.2 MILE NORTH ALONG
 EZ0724'FAYETTEVILLE STREET, THENCE 0.1 MILE NORTHEAST ACROSS THE LAWN
 EZ0724'AND ALONG THE EAST SIDE OF THE STATE CAPITAL BUILDING, SET
 EZ0724'VERTICALLY IN THE NORTH FACE OF THE NORTH STONE WALL OF THE
 EZ0724'BUILDING, 1.4 FEET WEST OF THE EAST CORNER OF THE BUILDING,
 EZ0724'AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE LAWN.
 EZ0724
 EZ0724                          STATION RECOVERY (1972)
 EZ0724
 EZ0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (1978)
 EZ0724
 EZ0724'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (1980)
 EZ0724
 EZ0724'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (1980)
 EZ0724
 EZ0724'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (2004)
 EZ0724
 EZ0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (2005)
 EZ0724
 EZ0724'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (2005)
 EZ0724
 EZ0724'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0724'RECOVERED IN GOOD CONDITION.
 EZ0724
 EZ0724                          STATION RECOVERY (2007)
 EZ0724
 EZ0724'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ0724'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9429 ***********************************************************************
 DE9429  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9429  DESIGNATION -  369W 200
 DE9429  PID         -  DE9429
 DE9429  STATE/COUNTY-  NC/GUILFORD
 DE9429  USGS QUAD   -  LAKE BRANDT (1994)
 DE9429
 DE9429                         *CURRENT SURVEY CONTROL
 DE9429  ___________________________________________________________________
 DE9429* NAD 83(2007)-  36 09 47.64169(N)    079 49 53.02492(W)     ADJUSTED  
 DE9429* NAVD 88     -       251.96   (meters)     826.6    (feet)  GPS OBS   
 DE9429  ___________________________________________________________________
 DE9429  EPOCH DATE  -        2002.00
 DE9429  X           -     910,181.580 (meters)                     COMP
 DE9429  Y           -  -5,074,529.437 (meters)                     COMP
 DE9429  Z           -   3,742,959.897 (meters)                     COMP
 DE9429  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9429  ELLIP HEIGHT-         220.444 (meters)          (02/10/07) ADJUSTED
 DE9429  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DE9429
 DE9429  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9429  Type    PID    Designation                      North   East  Ellip
 DE9429  -------------------------------------------------------------------
 DE9429  NETWORK DE9429 369W 200                          1.43   1.22   2.12
 DE9429  -------------------------------------------------------------------
 DE9429
 DE9429.The horizontal coordinates were established by GPS observations
 DE9429.and adjusted by the National Geodetic Survey in February 2007.
 DE9429
 DE9429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9429.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9429.The horizontal coordinates are valid at the epoch date displayed above.
 DE9429.The epoch date for horizontal control is a decimal equivalence
 DE9429.of Year/Month/Day.
 DE9429
 DE9429.The orthometric height was determined by GPS observations and a
 DE9429.high-resolution geoid model.
 DE9429.The orthometric height was determined by GPS observations and a
 DE9429.high-resolution geoid model using precise GPS observation and
 DE9429.processing techniques.
 DE9429
 DE9429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9429
 DE9429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9429
 DE9429.The ellipsoidal height was determined by GPS observations
 DE9429.and is referenced to NAD 83.
 DE9429
 DE9429.The geoid height was determined by GEOID03.
 DE9429
 DE9429;                    North         East     Units Scale Factor Converg.
 DE9429;SPC NC       -   268,026.072   534,795.240   MT  0.99999904   -0 28 47.5
 DE9429;SPC NC       -   879,348.87  1,754,574.05   sFT  0.99999904   -0 28 47.5
 DE9429;UTM  17      - 4,002,686.277   605,108.270   MT  0.99973612   +0 41 22.7
 DE9429
 DE9429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9429!SPC NC       -   0.99996540  x   0.99999904  =   0.99996444
 DE9429!UTM  17      -   0.99996540  x   0.99973612  =   0.99970153
 DE9429
 DE9429:                Primary Azimuth Mark                     Grid Az
 DE9429:SPC NC       -  296W 200                                 173 27 00.6
 DE9429:UTM  17      -  296W 200                                 172 16 50.4
 DE9429
 DE9429|---------------------------------------------------------------------|
 DE9429| PID    Reference Object                     Distance      Geod. Az  |
 DE9429|                                                           dddmmss.s |
 DE9429| DE9430 296W 200                            APPROX. 0.5 KM 1725813.1 |
 DE9429|---------------------------------------------------------------------|
 DE9429
 DE9429                          SUPERSEDED SURVEY CONTROL
 DE9429
 DE9429  NAD 83(2001)-  36 09 47.64216(N)    079 49 53.02457(W) AD(       ) 1
 DE9429  ELLIP H (03/13/03)  220.440  (m)                       GP(       ) 4 2
 DE9429  NAD 83(1986)-  36 09 47.64865(N)    079 49 53.03222(W) AD(       ) 1
 DE9429
 DE9429.Superseded values are not recommended for survey control.
 DE9429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9429.See file dsdata.txt to determine how the superseded data were derived.
 DE9429
 DE9429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0510802686(NAD 83)
 DE9429_MARKER: DD = SURVEY DISK
 DE9429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9429_STAMPING: 369W200 1999
 DE9429_MARK LOGO: NC1940
 DE9429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9429+STABILITY: SURFACE MOTION
 DE9429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9429+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9429
 DE9429  HISTORY     - Date     Condition        Report By
 DE9429  HISTORY     - 1999     MONUMENTED       NC1940
 DE9429
 DE9429                          STATION DESCRIPTION
 DE9429
 DE9429'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9429'STATION IS ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9429'GREENSBORO GOVERNMENT PLAZA, AND 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF
 DE9429'HILLSDALE.
 DE9429'PROCEED ALONG SR 2334 (AIR HARBOR ROAD), FOR 0.1 MI (0.2 KM) EAST FROM
 DE9429'SR 2347 (LAKE BRANDT ROAD), THENCE ALONG OAK TREE ROAD 0.3 MI (0.5 KM)
 DE9429'NORTH TO STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH SR
 DE9429'2335 (TROSPER ROAD).
 DE9429'MARK IS ABOUT LEVEL WITH THE CENTER OF SR 2419 AND FLUSH WITH THE
 DE9429'GROUND. LOCATED 17.8 FT (5.4 M) WEST OF THE CENTERLINE OF OAK TREE
 DE9429'ROAD, 41.4 FT (12.6 M) SOUTH OF THE CENTERLINE OF TROSPER ROAD, 34.2
 DE9429'FT (10.4 M) EAST OF A POWER POLE (20K), AND 19.1 FT (5.8 M)
 DE9429'NORTH-NORTHEAST OF SPEED LIMIT SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1941 ***********************************************************************
 AE1941  DESIGNATION -  37 DRD
 AE1941  PID         -  AE1941
 AE1941  STATE/COUNTY-  NC/ROWAN
 AE1941  USGS QUAD   -  SALISBURY (1987)
 AE1941
 AE1941                         *CURRENT SURVEY CONTROL
 AE1941  ___________________________________________________________________
 AE1941* NAD 83(1986)-  35 40 51.     (N)    080 26 32.     (W)     SCALED    
 AE1941* NAVD 88     -       228.662  (meters)     750.20   (feet)  ADJUSTED  
 AE1941  ___________________________________________________________________
 AE1941  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AE1941  DYNAMIC HT  -         228.459 (meters)     749.54  (feet)  COMP
 AE1941  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 AE1941
 AE1941  VERT ORDER  -  SECOND    CLASS I
 AE1941
 AE1941.The horizontal coordinates were scaled from a topographic map and have
 AE1941.an estimated accuracy of +/- 6 seconds.
 AE1941
 AE1941.The orthometric height was determined by differential leveling
 AE1941.and adjusted in September 1997.
 AE1941
 AE1941.The geoid height was determined by GEOID03.
 AE1941
 AE1941.The dynamic height is computed by dividing the NAVD 88
 AE1941.geopotential number by the normal gravity value computed on the
 AE1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1941.degrees latitude (g = 980.6199 gals.).
 AE1941
 AE1941.The modeled gravity was interpolated from observed gravity values.
 AE1941
 AE1941;                    North         East    Units  Estimated Accuracy
 AE1941;SPC NC       -   215,140.      479,060.      MT  (+/- 180 meters Scaled)
 AE1941
 AE1941                          SUPERSEDED SURVEY CONTROL
 AE1941
 AE1941.No superseded survey control is available for this station.
 AE1941
 AE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV504486(NAD 83)
 AE1941_MARKER: DB = BENCH MARK DISK
 AE1941_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE1941_SP_SET: SEMAPHORE FOUNDATION
 AE1941_STAMPING: 37 DRD 1958 751
 AE1941_MARK LOGO: USGS  
 AE1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1941+STABILITY: SURFACE MOTION
 AE1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1941+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1988
 AE1941
 AE1941  HISTORY     - Date     Condition        Report By
 AE1941  HISTORY     - 1958     MONUMENTED       USGS
 AE1941  HISTORY     - 19880510 GOOD             NCGS
 AE1941
 AE1941                          STATION DESCRIPTION
 AE1941
 AE1941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE1941'LOCATED IN EAST SPENCER. ALONG THE SOUTHERN RAILROAD, 2.7 KM (1.65 MI)
 AE1941'NORTHEAST OF THE SALISBURY RAILROAD STATION, NEAR THE SOUTHWEST IN OF
 AE1941'WIDEST AREA OF A RAILROAD YARD, NEAR WHERE A SPUR LINE GOES OFF
 AE1941'SOUTH-SOUTHEAST, AND IN BASE OF A SEMAPHORE. MARK IS 9.0 M (29.5 FT)
 AE1941'NORTH-NORTHWEST OF THE CENTERLINE OF A GRAVEL ROAD ALONG EAST SIDE OF
 AE1941'RAILROAD, AND 81.4 M (267.1 FT) WEST-SOUTHWEST OF MILE POST 322.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8588 ***********************************************************************
 AI8588  DESIGNATION -  37 EG 1
 AI8588  PID         -  AI8588
 AI8588  STATE/COUNTY-  NC/POLK
 AI8588  USGS QUAD   -  LANDRUM (1987)
 AI8588
 AI8588                         *CURRENT SURVEY CONTROL
 AI8588  ___________________________________________________________________
 AI8588* NAD 83(1986)-  35 14 42.     (N)    082 12 20.     (W)     SCALED    
 AI8588* NAVD 88     -       322.433  (meters)    1057.85   (feet)  ADJUSTED  
 AI8588  ___________________________________________________________________
 AI8588  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 AI8588  DYNAMIC HT  -         322.105 (meters)    1056.77  (feet)  COMP
 AI8588  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 AI8588
 AI8588  VERT ORDER  -  SECOND    CLASS II
 AI8588
 AI8588.The horizontal coordinates were scaled from a topographic map and have
 AI8588.an estimated accuracy of +/- 6 seconds.
 AI8588
 AI8588.The orthometric height was determined by differential leveling
 AI8588.and adjusted in February 2001.
 AI8588.No vertical observational check was made to the station.
 AI8588
 AI8588.The geoid height was determined by GEOID03.
 AI8588
 AI8588.The dynamic height is computed by dividing the NAVD 88
 AI8588.geopotential number by the normal gravity value computed on the
 AI8588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8588.degrees latitude (g = 980.6199 gals.).
 AI8588
 AI8588.The modeled gravity was interpolated from observed gravity values.
 AI8588
 AI8588;                    North         East    Units  Estimated Accuracy
 AI8588;SPC NC       -   170,550.      317,940.      MT  (+/- 180 meters Scaled)
 AI8588
 AI8588                          SUPERSEDED SURVEY CONTROL
 AI8588
 AI8588.No superseded survey control is available for this station.
 AI8588
 AI8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV903008(NAD 83)
 AI8588_MARKER: DB = BENCH MARK DISK
 AI8588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI8588_SP_SET: SET IN CONCRETE BRIDGE ABUTMENT
 AI8588_STAMPING: 37 EG 1 1973
 AI8588_MARK LOGO: NCSHC 
 AI8588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8588+STABILITY: SURFACE MOTION
 AI8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8588+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1995
 AI8588
 AI8588  HISTORY     - Date     Condition        Report By
 AI8588  HISTORY     - 1973     MONUMENTED       NCSHC
 AI8588  HISTORY     - 19950130 GOOD             NCGS
 AI8588
 AI8588                          STATION DESCRIPTION
 AI8588
 AI8588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8588'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF TRYON AND 0.6 MI
 AI8588'(1.0 KM) SOUTHWEST OF COLUMBUS.  AT THE INTERSECTION OF I-26 AND NC
 AI8588'108, IN THE TOP OF THE SOUTHWEST CORNER OF CONCRETE BRIDGE ABUTMENT OF
 AI8588'THE NC 108 BRIDGE OVER I-26.
 AI8588'MARK IS ABOUT LEVEL WITH NC 108 AND FLUSH WITH BRIDGE ABUTMENT.
 AI8588'LOCATED 4.0 FT (1.2 M) NORTHWEST OF THE SOUTHWEST END OF BRIDGE RAIL
 AI8588'AND 9.3 FT (2.8 M) NORTHEAST OF A CHISELED SQUARE ON THE SOUTHWEST
 AI8588'CORNER OF CONCRETE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4143 ***********************************************************************
 FB4143  DESIGNATION -  37 EG 15
 FB4143  PID         -  FB4143
 FB4143  STATE/COUNTY-  NC/POLK
 FB4143  USGS QUAD   -  SALUDA (1987)
 FB4143
 FB4143                         *CURRENT SURVEY CONTROL
 FB4143  ___________________________________________________________________
 FB4143* NAD 83(2007)-  35 14 29.89905(N)    082 19 59.16377(W)     ADJUSTED  
 FB4143* NAVD 88     -       641.8    (meters)    2106.     (feet)  VERTCON   
 FB4143  ___________________________________________________________________
 FB4143  EPOCH DATE  -        2002.00
 FB4143  X           -     695,819.276 (meters)                     COMP
 FB4143  Y           -  -5,168,878.587 (meters)                     COMP
 FB4143  Z           -   3,660,146.690 (meters)                     COMP
 FB4143  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 FB4143  ELLIP HEIGHT-         610.702 (meters)          (02/10/07) ADJUSTED
 FB4143  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FB4143
 FB4143  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4143  Type    PID    Designation                      North   East  Ellip
 FB4143  -------------------------------------------------------------------
 FB4143  NETWORK FB4143 37 EG 15                          0.49   0.45   1.08
 FB4143  -------------------------------------------------------------------
 FB4143
 FB4143.The horizontal coordinates were established by GPS observations
 FB4143.and adjusted by the National Geodetic Survey in February 2007.
 FB4143
 FB4143.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4143.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4143.The horizontal coordinates are valid at the epoch date displayed above.
 FB4143.The epoch date for horizontal control is a decimal equivalence
 FB4143.of Year/Month/Day.
 FB4143
 FB4143.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4143
 FB4143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4143
 FB4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4143
 FB4143.The ellipsoidal height was determined by GPS observations
 FB4143.and is referenced to NAD 83.
 FB4143
 FB4143.The geoid height was determined by GEOID03.
 FB4143
 FB4143;                    North         East     Units Scale Factor Converg.
 FB4143;SPC NC       -   170,559.324   306,321.361   MT  0.99987261   -1 55 25.6
 FB4143;SPC NC       -   559,576.72  1,004,989.33   sFT  0.99987261   -1 55 25.6
 FB4143;SPC SC       -   378,790.511   488,245.124   MT  1.00017083   -0 44 20.7
 FB4143;SPC SC       - 1,242,751.02  1,601,854.08   iFT  1.00017083   -0 44 20.7
 FB4143;UTM  17      - 3,900,654.708   378,707.333   MT  0.99978131   -0 46 09.6
 FB4143
 FB4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4143!SPC NC       -   0.99990415  x   0.99987261  =   0.99977677
 FB4143!SPC SC       -   0.99990415  x   1.00017083  =   1.00007497
 FB4143!UTM  17      -   0.99990415  x   0.99978131  =   0.99968548
 FB4143
 FB4143                          SUPERSEDED SURVEY CONTROL
 FB4143
 FB4143  NAD 83(2001)-  35 14 29.89890(N)    082 19 59.16385(W) AD(       ) 2
 FB4143  ELLIP H (03/13/03)  610.711  (m)                       GP(       ) 4 2
 FB4143  NAD 83(1986)-  35 14 29.90489(N)    082 19 59.16135(W) AD(       ) 2
 FB4143  NAD 83(1986)-  35 14 29.90489(N)    082 19 59.16135(W) AD(       ) 1
 FB4143  NGVD 29 (11/15/93)  641.9    (m)         2106.     (f) GPS OBS     3  
 FB4143
 FB4143.Superseded values are not recommended for survey control.
 FB4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4143.See file dsdata.txt to determine how the superseded data were derived.
 FB4143
 FB4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7870700655(NAD 83)
 FB4143_MARKER: DE = TRAVERSE STATION DISK
 FB4143_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB4143_SP_SET: SET IN CONCRETE SIGN BASE
 FB4143_STAMPING: 37 EG 15 2106.052 1973
 FB4143_MARK LOGO: NCSHC 
 FB4143_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4143+STABILITY: SURFACE MOTION
 FB4143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4143+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 FB4143
 FB4143  HISTORY     - Date     Condition        Report By
 FB4143  HISTORY     - 1973     MONUMENTED       NCSHC
 FB4143  HISTORY     - 19890607 GOOD             NCGS
 FB4143  HISTORY     - 19910429 GOOD
 FB4143
 FB4143                          STATION DESCRIPTION
 FB4143
 FB4143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4143'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHWEST OF TRYON AND 0.9 MI
 FB4143'(1.4 KM) NORTHEAST OF SALUDA.
 FB4143'ALONG SR 1181 (OZONE ROAD) FOR 0.6 MI (1.0 KM) SOUTHWEST FROM THE I-26
 FB4143'OVERPASS (EXIT 28) TO A CIRCULAR ASPHALT DRIVE AND THE REMAINS OF A
 FB4143'SERVICE STATION, OR 0.2 MI (0.3 KM) NORTHEAST OF SR 1145 (LAUREL
 FB4143'ROAD).
 FB4143'MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD AND PROJECTS 18 INCHES ABOVE
 FB4143'THE GROUND.  LOCATED 53.4 FT (16.3 M) SOUTH-SOUTHEAST OF THE
 FB4143'CENTERLINE OF OZONE ROAD, 45.0 FT (13.7 M) NORTHWEST OF THE NORTHEAST
 FB4143'CORNER OF A CONCRETE PAD, AND 82.3 FT (25.1 M) NORTH-NORTHEAST OF A
 FB4143'UTILITY POLE WITH A REFERENCE TAG.
 FB4143
 FB4143                          STATION RECOVERY (1991)
 FB4143
 FB4143'RECOVERED 1991
 FB4143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2771 ***********************************************************************
 FB2771  DESIGNATION -  37 EG 4
 FB2771  PID         -  FB2771
 FB2771  STATE/COUNTY-  NC/POLK
 FB2771  USGS QUAD   -  MILL SPRING (1990)
 FB2771
 FB2771                         *CURRENT SURVEY CONTROL
 FB2771  ___________________________________________________________________
 FB2771* NAD 83(2001)-  35 15 15.52600(N)    082 13 38.24038(W)     ADJUSTED  
 FB2771* NAVD 88     -       330.38   (+/-2cm)    1083.9    (feet)  VERTCON   
 FB2771  ___________________________________________________________________
 FB2771  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 FB2771  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FB2771  HORZ ORDER  -  SECOND
 FB2771  VERT ORDER  -  THIRD ? (See Below)
 FB2771
 FB2771.The horizontal coordinates were established by classical geodetic methods
 FB2771.and adjusted by the National Geodetic Survey in August 2005.
 FB2771
 FB2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2771.The vertical order pertains to the NGVD 29 superseded value.
 FB2771
 FB2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2771
 FB2771.The geoid height was determined by GEOID03.
 FB2771
 FB2771;                    North         East     Units Scale Factor Converg.
 FB2771;SPC NC       -   171,646.401   315,991.483   MT  0.99987259   -1 51 45.7
 FB2771;SPC NC       -   563,143.23  1,036,715.39   sFT  0.99987259   -1 51 45.7
 FB2771;UTM  17      - 3,901,936.238   388,352.577   MT  0.99975362   -0 42 30.5
 FB2771
 FB2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2771!SPC NC       -   0.99995309  x   0.99987259  =   0.99982569
 FB2771!UTM  17      -   0.99995309  x   0.99975362  =   0.99970672
 FB2771
 FB2771:                Primary Azimuth Mark                     Grid Az
 FB2771:SPC NC       -  TAYLOR                                   026 02 52.3
 FB2771:UTM  17      -  TAYLOR                                   024 53 37.1
 FB2771
 FB2771|---------------------------------------------------------------------|
 FB2771| PID    Reference Object                     Distance      Geod. Az  |
 FB2771|                                                           dddmmss.s |
 FB2771| FB2768 TAYLOR                              APPROX. 2.2 KM 0241106.6 |
 FB2771|---------------------------------------------------------------------|
 FB2771
 FB2771                          SUPERSEDED SURVEY CONTROL
 FB2771
 FB2771  NAD 83(1986)-  35 15 15.53392(N)    082 13 38.24227(W) AD(       ) 2
 FB2771  NAD 27      -  35 15 15.13084(N)    082 13 38.82938(W) AD(       ) 2
 FB2771  NGVD 29 (07/19/86)  330.47   (m)         1084.2    (f) LEVELING    3  
 FB2771
 FB2771.Superseded values are not recommended for survey control.
 FB2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2771.See file dsdata.txt to determine how the superseded data were derived.
 FB2771
 FB2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8835301936(NAD 83)
 FB2771_MARKER: DD = SURVEY DISK
 FB2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2771_MARK LOGO: NCSHC 
 FB2771_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2771+STABILITY: SURFACE MOTION
 FB2771
 FB2771  HISTORY     - Date     Condition        Report By
 FB2771  HISTORY     - 1973     MONUMENTED       NCHPWC
 FB2771  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 FB2771
 FB2771                          STATION DESCRIPTION
 FB2771
 FB2771'DESCRIBED BY NC HWY AND P W COMM 1973 (JWC)
 FB2771'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES WEST OF COLUMBUS AND
 FB2771'3.2 MILES NORTHEAST OF TRYON.
 FB2771'
 FB2771'TO REACH THE STATION FROM THE I-26 UNDERPASS OF NC 108, PROCEED
 FB2771'NORTHWEST ALONG I-26 FOR 1.5 MILES TO THE SR 1135 (SKYUKA DR.)
 FB2771'OVERPASS AND STATION ON THE RIGHT IN CONCRETE WINGWALL AT THE
 FB2771'NORTHEAST CORNER OF THE BRIDGE.
 FB2771'
 FB2771'STATION MARK IS A STANDARD DISK STAMPED---37 EG 4 1973---, SET FLUSH
 FB2771'IN DRILL HOLE.  MARK IS 1.0 FEET SOUTHWEST OF THE END OF THE WINGWALL,
 FB2771'8.4 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHWEST CONCRETE AND
 FB2771'METAL GUARD RAIL AND 0.9 FEET WEST-SOUTHWEST OF A CHISELED SQUARE ON
 FB2771'WINGWALL.
 FB2771
 FB2771                          STATION RECOVERY (1985)
 FB2771
 FB2771'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2771'UNABLE TO LOCATE ANY OF THE STATION REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8573 ***********************************************************************
 AI8573  DESIGNATION -  37 EG 8
 AI8573  PID         -  AI8573
 AI8573  STATE/COUNTY-  NC/POLK
 AI8573  USGS QUAD   -  SALUDA (1987)
 AI8573
 AI8573                         *CURRENT SURVEY CONTROL
 AI8573  ___________________________________________________________________
 AI8573* NAD 83(2001)-  35 14 56.33579(N)    082 16 28.14046(W)     ADJUSTED  
 AI8573* NAVD 88     -       569.81   (meters)    1869.5    (feet)  LEVELING  
 AI8573  ___________________________________________________________________
 AI8573  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 AI8573  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AI8573  HORZ ORDER  -  SECOND
 AI8573  VERT ORDER  -  THIRD
 AI8573
 AI8573.The horizontal coordinates were established by classical geodetic methods
 AI8573.and adjusted by the National Geodetic Survey in August 2005.
 AI8573
 AI8573.The orthometric height was determined by differential leveling.
 AI8573.The vertical network tie was performed by a horz. field party for horz.
 AI8573.obs reductions. Reset procedures were used to establish the elevation.
 AI8573
 AI8573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8573
 AI8573.The geoid height was determined by GEOID03.
 AI8573
 AI8573;                    North         East     Units Scale Factor Converg.
 AI8573;SPC NC       -   171,195.998   311,679.907   MT  0.99987259   -1 53 23.8
 AI8573;SPC NC       -   561,665.54  1,022,569.83   sFT  0.99987259   -1 53 23.8
 AI8573;UTM  17      - 3,901,399.134   384,051.435   MT  0.99976568   -0 44 08.3
 AI8573
 AI8573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8573!SPC NC       -   0.99991549  x   0.99987259  =   0.99978809
 AI8573!UTM  17      -   0.99991549  x   0.99976568  =   0.99968119
 AI8573
 AI8573                          SUPERSEDED SURVEY CONTROL
 AI8573
 AI8573  NAD 83(1986)-  35 14 56.34383(N)    082 16 28.14076(W) AD(       ) 2
 AI8573
 AI8573.Superseded values are not recommended for survey control.
 AI8573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8573.See file dsdata.txt to determine how the superseded data were derived.
 AI8573
 AI8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8405101399(NAD 83)
 AI8573_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI8573_SP_SET: BRIDGE WINGWALL
 AI8573_STAMPING: 37 EG 8 1973 1869.679
 AI8573_MARK LOGO: NCSHC 
 AI8573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8573+STABILITY: SURFACE MOTION
 AI8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8573+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 AI8573
 AI8573  HISTORY     - Date     Condition        Report By
 AI8573  HISTORY     - 1973     MONUMENTED       NCSHC
 AI8573  HISTORY     - 19920205 GOOD             NCGS
 AI8573
 AI8573                          STATION DESCRIPTION
 AI8573
 AI8573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8573'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) EAST-NORTHEAST OF SALUDA
 AI8573'AND 4.3 MI (6.9 KM) WEST OF COLUMBUS AT HOWARD GAP.
 AI8573'PROCEED ALONG SR 1142 (OZONE ROAD) FOR 0.15 MI (0.24 KM) SOUTH FROM
 AI8573'THE I-26 OVERPASS (SALUDA EXIT) , THENCE EAST FOR 4.5 MI (7.2 KM)
 AI8573'ALONG SR 1122 (OLD HOWARD GAP ROAD) , THENCE WEST FOR 0.2 MI (0.3 KM)
 AI8573'TO THE SR 1122 BRIDGE OVER I-26 AND STATION IN SOUTHWEST WINGWALL.
 AI8573'MARK IS FLUSH WITH THE WINGWALL.  LOCATED 19.8 FT (6.0 M) WEST OF THE
 AI8573'CENTERLINE OF THE ROAD, 1.0 FT (0.3 M) EAST-NORTHEAST OF A
 AI8573'RIGHT-OF-WAY FENCE POST, AND 3.8 FT (1.2 M) EAST OF A POWER SERVICE
 AI8573'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3977 ***********************************************************************
 FB3977  DESIGNATION -  37 JS 13
 FB3977  PID         -  FB3977
 FB3977  STATE/COUNTY-  NC/YANCEY
 FB3977  USGS QUAD   -  MT MITCHELL (1946)
 FB3977
 FB3977                         *CURRENT SURVEY CONTROL
 FB3977  ___________________________________________________________________
 FB3977* NAD 83(1986)-  35 45 53.     (N)    082 15 54.     (W)     SCALED    
 FB3977* NAVD 88     -      2036.94   (+/-2cm)    6682.9    (feet)  VERTCON   
 FB3977  ___________________________________________________________________
 FB3977  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB3977  VERT ORDER  -  THIRD (See Below)
 FB3977
 FB3977.The horizontal coordinates were scaled from a topographic map and have
 FB3977.an estimated accuracy of +/- 6 seconds.
 FB3977
 FB3977.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3977.The vertical order pertains to the NGVD 29 superseded value.
 FB3977
 FB3977.The geoid height was determined by GEOID03.
 FB3977
 FB3977;                    North         East    Units  Estimated Accuracy
 FB3977;SPC NC       -   228,350.      314,420.      MT  (+/- 180 meters Scaled)
 FB3977
 FB3977                          SUPERSEDED SURVEY CONTROL
 FB3977
 FB3977  NGVD 29 (02/22/93) 2036.92   (m)         6682.8    (f) LEVELING    3  
 FB3977
 FB3977.Superseded values are not recommended for survey control.
 FB3977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3977.See file dsdata.txt to determine how the superseded data were derived.
 FB3977
 FB3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV856585(NAD 83)
 FB3977_MARKER: DD = SURVEY DISK
 FB3977_SETTING: 66 = SET IN ROCK OUTCROP
 FB3977_STAMPING: 37 JS 13 1964
 FB3977_MARK LOGO: NCSHC 
 FB3977_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3977+STABILITY: POSITION/ELEVATION WELL
 FB3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3977+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1993
 FB3977
 FB3977  HISTORY     - Date     Condition        Report By
 FB3977  HISTORY     - UNK      MONUMENTED
 FB3977  HISTORY     - 19930913 GOOD             NCGS
 FB3977
 FB3977                          STATION DESCRIPTION
 FB3977
 FB3977'DESCRIBED UNK
 FB3977'RECOVERED AS DESCRIBED.
 FB3977
 FB3977                          STATION RECOVERY (1993)
 FB3977
 FB3977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7618 ***********************************************************************
 AC7618  DESIGNATION -  37 JS 8
 AC7618  PID         -  AC7618
 AC7618  STATE/COUNTY-  NC/YANCEY
 AC7618  USGS QUAD   -  MT MITCHELL (1946)
 AC7618
 AC7618                         *CURRENT SURVEY CONTROL
 AC7618  ___________________________________________________________________
 AC7618* NAD 83(2007)-  35 48 38.96360(N)    082 15 11.43999(W)     ADJUSTED  
 AC7618* NAVD 88     -      1740.28   (+/-2cm)    5709.6    (feet)  VERTCON   
 AC7618  ___________________________________________________________________
 AC7618  EPOCH DATE  -        2002.00
 AC7618  X           -     698,202.123 (meters)                     COMP
 AC7618  Y           -  -5,132,422.534 (meters)                     COMP
 AC7618  Z           -   3,712,190.392 (meters)                     COMP
 AC7618  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 AC7618  ELLIP HEIGHT-        1710.365 (meters)          (02/10/07) ADJUSTED
 AC7618  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AC7618
 AC7618  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7618  Type    PID    Designation                      North   East  Ellip
 AC7618  -------------------------------------------------------------------
 AC7618  NETWORK AC7618 37 JS 8                           0.39   0.35   1.10
 AC7618  -------------------------------------------------------------------
 AC7618  VERT ORDER  -  THIRD ? (See Below)
 AC7618
 AC7618.The horizontal coordinates were established by GPS observations
 AC7618.and adjusted by the National Geodetic Survey in February 2007.
 AC7618
 AC7618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7618.The horizontal coordinates are valid at the epoch date displayed above.
 AC7618.The epoch date for horizontal control is a decimal equivalence
 AC7618.of Year/Month/Day.
 AC7618
 AC7618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7618.The vertical order pertains to the NGVD 29 superseded value.
 AC7618
 AC7618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7618
 AC7618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7618
 AC7618.The ellipsoidal height was determined by GPS observations
 AC7618.and is referenced to NAD 83.
 AC7618
 AC7618.The geoid height was determined by GEOID03.
 AC7618
 AC7618;                    North         East     Units Scale Factor Converg.
 AC7618;SPC NC       -   233,428.280   315,659.890   MT  0.99992009   -1 52 39.5
 AC7618;SPC NC       -   765,839.28  1,035,627.49   sFT  0.99992009   -1 52 39.5
 AC7618;UTM  17      - 3,963,690.841   386,782.060   MT  0.99975795   -0 43 60.0
 AC7618
 AC7618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7618!SPC NC       -   0.99973163  x   0.99992009  =   0.99965174
 AC7618!UTM  17      -   0.99973163  x   0.99975795  =   0.99948964
 AC7618
 AC7618                          SUPERSEDED SURVEY CONTROL
 AC7618
 AC7618  NAD 83(2001)-  35 48 38.96349(N)    082 15 11.43951(W) AD(       ) 1
 AC7618  ELLIP H (03/13/03) 1710.385  (m)                       GP(       ) 4 2
 AC7618  NAD 83(1995)-  35 48 38.96351(N)    082 15 11.43933(W) AD(       ) 1
 AC7618  NAD 83(1986)-  35 48 38.97082(N)    082 15 11.43943(W) AD(       ) 1
 AC7618  NGVD 29 (07/31/96) 1740.25   (m)         5709.5    (f) LEVELING    3  
 AC7618
 AC7618.Superseded values are not recommended for survey control.
 AC7618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7618.See file dsdata.txt to determine how the superseded data were derived.
 AC7618
 AC7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8678263691(NAD 83)
 AC7618_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7618_SETTING: 80 = SET IN A BOULDER
 AC7618_STAMPING: 37 JS 8 1964
 AC7618_MARK LOGO: NCSHC 
 AC7618_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7618+STABILITY: SURFACE MOTION
 AC7618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7618+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7618
 AC7618  HISTORY     - Date     Condition        Report By
 AC7618  HISTORY     - 1993     MONUMENTED       NCGS
 AC7618
 AC7618                          STATION DESCRIPTION
 AC7618
 AC7618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 AC7618'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 AC7618'BURNSVILLE AND 4.0 MI (6.4 KM) SOUTHEAST OF PENSACOLA, IN DEEP GAP.
 AC7618'PROCEED ALONG SR 1102 (CATTAIL CREEK ROAD) FOR 4.1 MI (6.6 KM)
 AC7618'SOUTHEAST FROM NC 197 (IN PENSACOLA) TO END OF STATE MAINTENANCE,
 AC7618'CONTINUE EASTWARDLY FOR 1.65 MI (2.66 KM) ALONG WINTER STAR ROAD TO
 AC7618'FORK AT SWITCHBACK. THENCE EASTWARDLY (RIGHT FORK) ALONG ROUGH ROAD
 AC7618'KNOWN LOCALLY AS THE GOAT HOUSE FOR 3.1 MI (5.0 KM) TO OLD RAILROAD
 AC7618'GRADE, THENCE SOUTHERLY ON FOOT FOR ABOUT 1.3 MI (2.1 KM) TO DEEP GAP
 AC7618'AND STATION IN A LARGE BOLDER 42 FEET NORTH-NORTHWEST FROM THE
 AC7618'INTERSECTION OF TRAIL AND ROAD. ACCESS TO DEEP GAP POSSIBLE WITH ALL
 AC7618'TERRIAN VEHICLE (ATV) OR HIGH CLEARANCE SHORT WHEEL BASE FOUR WHEEL
 AC7618'DRIVE VEHICLE EITHER BY THIS ROUTE OR BY WAY OF PALEN RIDGE VIA DEEP
 AC7618'GAP ROAD. LOCATED 42.0 FT (12.8 M) NORTH-NORTHWEST THE INTERSECTION OF
 AC7618'TRAIL AND ROAD, AND 79.0 FT (24.1 M) WEST OF THE SOUTHWEST CORNER OF
 AC7618'DEEP GAP SHELTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1726 ***********************************************************************
 EB1726  DESIGNATION -  37.002
 EB1726  PID         -  EB1726
 EB1726  STATE/COUNTY-  NC/BLADEN
 EB1726  USGS QUAD   -  ELIZABETHTOWN NORTH (1987)
 EB1726
 EB1726                         *CURRENT SURVEY CONTROL
 EB1726  ___________________________________________________________________
 EB1726* NAD 83(1986)-  34 37 35.     (N)    078 34 39.     (W)     SCALED    
 EB1726* NAVD 88     -        10.018  (meters)      32.87   (feet)  ADJUSTED  
 EB1726  ___________________________________________________________________
 EB1726  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EB1726  DYNAMIC HT  -          10.008 (meters)      32.83  (feet)  COMP
 EB1726  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 EB1726
 EB1726  VERT ORDER  -  SECOND    CLASS II
 EB1726
 EB1726.The horizontal coordinates were scaled from a topographic map and have
 EB1726.an estimated accuracy of +/- 6 seconds.
 EB1726
 EB1726.The orthometric height was determined by differential leveling
 EB1726.and adjusted in June 1991.
 EB1726
 EB1726.The geoid height was determined by GEOID03.
 EB1726
 EB1726.The dynamic height is computed by dividing the NAVD 88
 EB1726.geopotential number by the normal gravity value computed on the
 EB1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1726.degrees latitude (g = 980.6199 gals.).
 EB1726
 EB1726.The modeled gravity was interpolated from observed gravity values.
 EB1726
 EB1726;                    North         East    Units  Estimated Accuracy
 EB1726;SPC NC       -    97,300.      648,340.      MT  (+/- 180 meters Scaled)
 EB1726
 EB1726                          SUPERSEDED SURVEY CONTROL
 EB1726
 EB1726  NGVD 29 (??/??/92)   10.31   (m)           33.8    (f) COMPUTED    2 2
 EB1726
 EB1726.Superseded values are not recommended for survey control.
 EB1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1726.See file dsdata.txt to determine how the superseded data were derived.
 EB1726
 EB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU220342(NAD 83)
 EB1726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EB1726_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EB1726+WITH SETTING: PAVEMENT
 EB1726_SP_SET: CONCRETE DECK
 EB1726_STAMPING: 37.002
 EB1726_MARK LOGO: DOD   
 EB1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1726+STABILITY: SURFACE MOTION
 EB1726
 EB1726  HISTORY     - Date     Condition        Report By
 EB1726  HISTORY     - UNK      MONUMENTED       DOD
 EB1726  HISTORY     - 1974     GOOD             NCGS
 EB1726
 EB1726                          STATION DESCRIPTION
 EB1726
 EB1726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB1726'1.5 MI EAST FROM ELIZABETHTOWN.
 EB1726'PROCEED SOUTHEAST ALONG NC 87 FOR 1.4 MILES FROM POST OFFICE IN
 EB1726'ELIZABETHTOWN TO SR 1703, THENCE NORTHERLY ALONG SR 1703 FOR 0.9
 EB1726'MILE TO U.S. LOCK NO. 2, IN EAST END OF LOCK, 1.1 FEET WEST OF THE
 EB1726'EAST END OF CONCRETE DECK, 38.6 FEET SOUTH-SOUTHEAST OF A METAL
 EB1726'LIGHT POLE, AND 49.6 FEET NORTH-NORTHWEST OF BOTTOM STEP AT EAST
 EB1726'END OF CONCRETE DECK.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EB1726'DECK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9313 ***********************************************************************
 DE9313  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9313  DESIGNATION -  371W 200
 DE9313  PID         -  DE9313
 DE9313  STATE/COUNTY-  NC/GUILFORD
 DE9313  USGS QUAD   -  LAKE BRANDT (1994)
 DE9313
 DE9313                         *CURRENT SURVEY CONTROL
 DE9313  ___________________________________________________________________
 DE9313* NAD 83(2007)-  36 10 09.87309(N)    079 47 32.22663(W)     ADJUSTED  
 DE9313* NAVD 88     -       239.96   (meters)     787.3    (feet)  GPS OBS   
 DE9313  ___________________________________________________________________
 DE9313  EPOCH DATE  -        2002.00
 DE9313  X           -     913,571.924 (meters)                     COMP
 DE9313  Y           -  -5,073,499.527 (meters)                     COMP
 DE9313  Z           -   3,743,506.100 (meters)                     COMP
 DE9313  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9313  ELLIP HEIGHT-         208.564 (meters)          (02/10/07) ADJUSTED
 DE9313  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DE9313
 DE9313  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9313  Type    PID    Designation                      North   East  Ellip
 DE9313  -------------------------------------------------------------------
 DE9313  NETWORK DE9313 371W 200                          1.23   0.90   1.61
 DE9313  -------------------------------------------------------------------
 DE9313
 DE9313.The horizontal coordinates were established by GPS observations
 DE9313.and adjusted by the National Geodetic Survey in February 2007.
 DE9313
 DE9313.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9313.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9313.The horizontal coordinates are valid at the epoch date displayed above.
 DE9313.The epoch date for horizontal control is a decimal equivalence
 DE9313.of Year/Month/Day.
 DE9313
 DE9313.The orthometric height was determined by GPS observations and a
 DE9313.high-resolution geoid model.
 DE9313.The orthometric height was determined by GPS observations and a
 DE9313.high-resolution geoid model using precise GPS observation and
 DE9313.processing techniques.
 DE9313
 DE9313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9313
 DE9313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9313
 DE9313.The ellipsoidal height was determined by GPS observations
 DE9313.and is referenced to NAD 83.
 DE9313
 DE9313.The geoid height was determined by GEOID03.
 DE9313
 DE9313;                    North         East     Units Scale Factor Converg.
 DE9313;SPC NC       -   268,682.505   538,319.665   MT  1.00000077   -0 27 26.2
 DE9313;SPC NC       -   881,502.52  1,766,137.10   sFT  1.00000077   -0 27 26.2
 DE9313;UTM  17      - 4,003,414.338   608,617.650   MT  0.99974536   +0 42 46.2
 DE9313
 DE9313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9313!SPC NC       -   0.99996727  x   1.00000077  =   0.99996804
 DE9313!UTM  17      -   0.99996727  x   0.99974536  =   0.99971264
 DE9313
 DE9313                          SUPERSEDED SURVEY CONTROL
 DE9313
 DE9313  NAD 83(2001)-  36 10 09.87366(N)    079 47 32.22603(W) AD(       ) 1
 DE9313  ELLIP H (03/13/03)  208.559  (m)                       GP(       ) 4 2
 DE9313  NAD 83(1986)-  36 10 09.88034(N)    079 47 32.23361(W) AD(       ) 1
 DE9313
 DE9313.Superseded values are not recommended for survey control.
 DE9313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9313.See file dsdata.txt to determine how the superseded data were derived.
 DE9313
 DE9313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0861803414(NAD 83)
 DE9313_MARKER: DD = SURVEY DISK
 DE9313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9313_STAMPING: 371W.200 7/97
 DE9313_MARK LOGO: NC1940
 DE9313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9313+STABILITY: SURFACE MOTION
 DE9313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9313+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9313
 DE9313  HISTORY     - Date     Condition        Report By
 DE9313  HISTORY     - 1997     MONUMENTED       NC1940
 DE9313
 DE9313                          STATION DESCRIPTION
 DE9313
 DE9313'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9313'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF THE DOWNTOWN
 DE9313'GREENSBORO GOVERNMENT COMPLEX, ALONG NORTH CHURCH STREET BEYOND LAKE
 DE9313'TOWNSEND, AND AT THE INTERSECTION OF AIR HARBOR ROAD.
 DE9313'ALONG NORTH CHURCH STREET FOR 4.25 MI (6.84 KM) NORTH FROM EAST CONE
 DE9313'BOULEVARD TO THE AIR HARBOR ROAD, AND STATION IN THE SOUTHWEST
 DE9313'QUADRANT OF INTERSECTION.
 DE9313'MARK IS LEVEL WITH THE CENTERLINE OF CHURCH STREET, AND FLUSH WITH THE
 DE9313'GROUND. LOCATED 28.7 FT (8.7 M) WEST-SOUTHWEST OF CENTERLINE OF CHURCH
 DE9313'STREET, 60.9 FT (18.6 M) SOUTH-SOUTHEAST OF CENTERLINE OF AIR HARBOR
 DE9313'ROAD, 15.0 FT (4.6 M) SOUTH OF A FLAGSTONE FOR HOUSE NUMBER 5243, AND
 DE9313'16.5 FT (5.0 M) SOUTHEAST OF POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9424 ***********************************************************************
 DE9424  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9424  DESIGNATION -  372E 200
 DE9424  PID         -  DE9424
 DE9424  STATE/COUNTY-  NC/GUILFORD
 DE9424  USGS QUAD   -  LAKE BRANDT (1994)
 DE9424
 DE9424                         *CURRENT SURVEY CONTROL
 DE9424  ___________________________________________________________________
 DE9424* NAD 83(2007)-  36 09 48.50074(N)    079 46 08.79864(W)     ADJUSTED  
 DE9424* NAVD 88     -       242.32   (meters)     795.0    (feet)  GPS OBS   
 DE9424  ___________________________________________________________________
 DE9424  EPOCH DATE  -        2002.00
 DE9424  X           -     915,693.337 (meters)                     COMP
 DE9424  Y           -  -5,073,514.163 (meters)                     COMP
 DE9424  Z           -   3,742,975.735 (meters)                     COMP
 DE9424  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9424  ELLIP HEIGHT-         211.055 (meters)          (02/10/07) ADJUSTED
 DE9424  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DE9424
 DE9424  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9424  Type    PID    Designation                      North   East  Ellip
 DE9424  -------------------------------------------------------------------
 DE9424  NETWORK DE9424 372E 200                          1.41   1.10   2.04
 DE9424  -------------------------------------------------------------------
 DE9424
 DE9424.The horizontal coordinates were established by GPS observations
 DE9424.and adjusted by the National Geodetic Survey in February 2007.
 DE9424
 DE9424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9424.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9424.The horizontal coordinates are valid at the epoch date displayed above.
 DE9424.The epoch date for horizontal control is a decimal equivalence
 DE9424.of Year/Month/Day.
 DE9424
 DE9424.The orthometric height was determined by GPS observations and a
 DE9424.high-resolution geoid model.
 DE9424.The orthometric height was determined by GPS observations and a
 DE9424.high-resolution geoid model using precise GPS observation and
 DE9424.processing techniques.
 DE9424
 DE9424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9424
 DE9424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9424
 DE9424.The ellipsoidal height was determined by GPS observations
 DE9424.and is referenced to NAD 83.
 DE9424
 DE9424.The geoid height was determined by GEOID03.
 DE9424
 DE9424;                    North         East     Units Scale Factor Converg.
 DE9424;SPC NC       -   268,007.372   540,399.514   MT  0.99999911   -0 26 38.1
 DE9424;SPC NC       -   879,287.52  1,772,960.74   sFT  0.99999911   -0 26 38.1
 DE9424;UTM  17      - 4,002,781.981   610,710.326   MT  0.99975102   +0 43 35.1
 DE9424
 DE9424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9424!SPC NC       -   0.99996688  x   0.99999911  =   0.99996599
 DE9424!UTM  17      -   0.99996688  x   0.99975102  =   0.99971790
 DE9424
 DE9424                          SUPERSEDED SURVEY CONTROL
 DE9424
 DE9424  NAD 83(2001)-  36 09 48.50129(N)    079 46 08.79805(W) AD(       ) 1
 DE9424  ELLIP H (03/13/03)  211.053  (m)                       GP(       ) 4 2
 DE9424  NAD 83(1986)-  36 09 48.50794(N)    079 46 08.80557(W) AD(       ) 1
 DE9424
 DE9424.Superseded values are not recommended for survey control.
 DE9424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9424.See file dsdata.txt to determine how the superseded data were derived.
 DE9424
 DE9424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1071002782(NAD 83)
 DE9424_MARKER: DD = SURVEY DISK
 DE9424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9424_STAMPING: 372E200 1999
 DE9424_MARK LOGO: NC1940
 DE9424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9424+STABILITY: SURFACE MOTION
 DE9424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9424+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9424
 DE9424  HISTORY     - Date     Condition        Report By
 DE9424  HISTORY     - 1999     MONUMENTED       NC1940
 DE9424
 DE9424                          STATION DESCRIPTION
 DE9424
 DE9424'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9424'STATION IS ABOUT 6.4 MI (10.3 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9424'GOVERNMENT PLAZA, AT REEDY FORK BAPTIST CHURCH.
 DE9424'LOCATED ALONG SR 2523 (YANCEYVILLE ROAD) 0.6 MI (1.0 KM) NORTH OF SR
 DE9424'2531 (HILLCROFT ROAD), AT THE INTERSECTION OF SR 2523 AND JADE DRIVE,
 DE9424'IN THE SOUTHEAST QUADRANT OF INTERSECTION ACROSS FROM CHURCH.
 DE9424'MARK IS ABOUT LEVEL WITH CENTER OF SR 2523, AND FLUSH WITH THE GROUND.
 DE9424'LOCATED 16.1 FT (4.9 M) SOUTHEAST OF THE CENTERLINE OF SR 2523, 28.5
 DE9424'FT (8.7 M) SOUTHWEST OF THE CENTERLINE OF JADE DRIVE, 51.0 FT (15.5 M)
 DE9424'NORTH OF THE NORTHWEST CORNER OF A CONCRETE WALKWAY, AND 59.6 FT (18.2
 DE9424'M) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE (4712).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9412 ***********************************************************************
 DE9412  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9412  DESIGNATION -  373E 200
 DE9412  PID         -  DE9412
 DE9412  STATE/COUNTY-  NC/GUILFORD
 DE9412  USGS QUAD   -  LAKE BRANDT (1994)
 DE9412
 DE9412                         *CURRENT SURVEY CONTROL
 DE9412  ___________________________________________________________________
 DE9412* NAD 83(2007)-  36 09 54.39930(N)    079 45 12.05667(W)     ADJUSTED  
 DE9412* NAVD 88     -       250.68   (meters)     822.4    (feet)  GPS OBS   
 DE9412  ___________________________________________________________________
 DE9412  EPOCH DATE  -        2002.00
 DE9412  X           -     917,071.113 (meters)                     COMP
 DE9412  Y           -  -5,073,163.179 (meters)                     COMP
 DE9412  Z           -   3,743,127.488 (meters)                     COMP
 DE9412  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 DE9412  ELLIP HEIGHT-         219.473 (meters)          (02/10/07) ADJUSTED
 DE9412  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 DE9412
 DE9412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9412  Type    PID    Designation                      North   East  Ellip
 DE9412  -------------------------------------------------------------------
 DE9412  NETWORK DE9412 373E 200                          1.35   1.06   1.94
 DE9412  -------------------------------------------------------------------
 DE9412
 DE9412.The horizontal coordinates were established by GPS observations
 DE9412.and adjusted by the National Geodetic Survey in February 2007.
 DE9412
 DE9412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9412.The horizontal coordinates are valid at the epoch date displayed above.
 DE9412.The epoch date for horizontal control is a decimal equivalence
 DE9412.of Year/Month/Day.
 DE9412
 DE9412.The orthometric height was determined by GPS observations and a
 DE9412.high-resolution geoid model.
 DE9412.The orthometric height was determined by GPS observations and a
 DE9412.high-resolution geoid model using precise GPS observation and
 DE9412.processing techniques.
 DE9412
 DE9412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9412
 DE9412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9412
 DE9412.The ellipsoidal height was determined by GPS observations
 DE9412.and is referenced to NAD 83.
 DE9412
 DE9412.The geoid height was determined by GEOID03.
 DE9412
 DE9412;                    North         East     Units Scale Factor Converg.
 DE9412;SPC NC       -   268,178.301   541,819.041   MT  0.99999957   -0 26 05.3
 DE9412;SPC NC       -   879,848.31  1,777,617.97   sFT  0.99999957   -0 26 05.3
 DE9412;UTM  17      - 4,002,981.822   612,125.717   MT  0.99975491   +0 44 08.7
 DE9412
 DE9412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9412!SPC NC       -   0.99996556  x   0.99999957  =   0.99996513
 DE9412!UTM  17      -   0.99996556  x   0.99975491  =   0.99972047
 DE9412
 DE9412:                Primary Azimuth Mark                     Grid Az
 DE9412:SPC NC       -  373E 201                                 275 02 03.2
 DE9412:UTM  17      -  373E 201                                 273 51 49.2
 DE9412
 DE9412|---------------------------------------------------------------------|
 DE9412| PID    Reference Object                     Distance      Geod. Az  |
 DE9412|                                                           dddmmss.s |
 DE9412| DE9413 373E 201                            458.497 METERS 2743557.9 |
 DE9412|---------------------------------------------------------------------|
 DE9412
 DE9412                          SUPERSEDED SURVEY CONTROL
 DE9412
 DE9412  NAD 83(2001)-  36 09 54.39986(N)    079 45 12.05609(W) AD(       ) 1
 DE9412  ELLIP H (03/13/03)  219.471  (m)                       GP(       ) 4 2
 DE9412  NAD 83(1986)-  36 09 54.40651(N)    079 45 12.06359(W) AD(       ) 1
 DE9412
 DE9412.Superseded values are not recommended for survey control.
 DE9412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9412.See file dsdata.txt to determine how the superseded data were derived.
 DE9412
 DE9412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1212602982(NAD 83)
 DE9412_MARKER: DD = SURVEY DISK
 DE9412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9412_STAMPING: 373E200 1999
 DE9412_MARK LOGO: NC1940
 DE9412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9412+STABILITY: SURFACE MOTION
 DE9412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9412+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9412
 DE9412  HISTORY     - Date     Condition        Report By
 DE9412  HISTORY     - 1999     MONUMENTED       NC1940
 DE9412
 DE9412                          STATION DESCRIPTION
 DE9412
 DE9412'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9412'STATION IS ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9412'GREENSBORO GOVERNMENT PLAZA, ON THE EAST SIDE OF LAKE TOWNSEND IN THE
 DE9412'RUDD COMMUNITY.
 DE9412'TO REACH STATION FROM THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD)
 DE9412'AND SR 2523 (YANCEYVILLE ROAD) PROCEED NORTHEAST ALONG SR 2359 FOR 2.4
 DE9412'MI (3.9 KM) TO SR 2560 (BUSH ROAD), THENCE NORTHWEST ALONG BUSH ROAD
 DE9412'FOR 0.3 MI (0.5 KM) TO SR 2527 (JONES LITTLE ROAD) AND STATION IN THE
 DE9412'NORTHEAST QUADRANT OF INTERSECTION.
 DE9412'MARK IS ABOUT ONE HALF FOOT LOWER THAN THE CENTER OF THE ROAD AND
 DE9412'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 17.6 FT (5.4 M)
 DE9412'NORTH-NORTHEAST OF CENTERLINE OF SR 2560, 50.0 FT (15.2 M)
 DE9412'EAST-SOUTHEAST OF THE CENTERLINE OF SR 2527, 26. FT (7.9 M) SOUTHEAST
 DE9412'OF STREET SIGN, 17.8 FT (5.4 M) SOUTHEAST OF SOUTH END OF--CAPE
 DE9412'WEDGEWOOD--SIGN, 22.4 FT (6.8 M) SOUTHEAST OF THE END OF A 18-INCH
 DE9412'CULVERT UNDER 2527, AND 60.4 FT (18.4 M) NORTHEAST OF POWER POLE
 DE9412'(1738L960 DBD 8).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9413 ***********************************************************************
 DE9413  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9413  DESIGNATION -  373E 201
 DE9413  PID         -  DE9413
 DE9413  STATE/COUNTY-  NC/GUILFORD
 DE9413  USGS QUAD   -  LAKE BRANDT (1994)
 DE9413
 DE9413                         *CURRENT SURVEY CONTROL
 DE9413  ___________________________________________________________________
 DE9413* NAD 83(2007)-  36 09 55.59174(N)    079 45 30.34257(W)     ADJUSTED  
 DE9413* NAVD 88     -       237.49   (meters)     779.2    (feet)  GPS OBS   
 DE9413  ___________________________________________________________________
 DE9413  EPOCH DATE  -        2002.00
 DE9413  X           -     916,615.608 (meters)                     COMP
 DE9413  Y           -  -5,073,212.620 (meters)                     COMP
 DE9413  Z           -   3,743,149.366 (meters)                     COMP
 DE9413  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 DE9413  ELLIP HEIGHT-         206.263 (meters)          (02/10/07) ADJUSTED
 DE9413  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 DE9413
 DE9413  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9413  Type    PID    Designation                      North   East  Ellip
 DE9413  -------------------------------------------------------------------
 DE9413  NETWORK DE9413 373E 201                          1.25   0.98   1.80
 DE9413  -------------------------------------------------------------------
 DE9413
 DE9413.The horizontal coordinates were established by GPS observations
 DE9413.and adjusted by the National Geodetic Survey in February 2007.
 DE9413
 DE9413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9413.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9413.The horizontal coordinates are valid at the epoch date displayed above.
 DE9413.The epoch date for horizontal control is a decimal equivalence
 DE9413.of Year/Month/Day.
 DE9413
 DE9413.The orthometric height was determined by GPS observations and a
 DE9413.high-resolution geoid model.
 DE9413.The orthometric height was determined by GPS observations and a
 DE9413.high-resolution geoid model using precise GPS observation and
 DE9413.processing techniques.
 DE9413
 DE9413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9413
 DE9413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9413
 DE9413.The ellipsoidal height was determined by GPS observations
 DE9413.and is referenced to NAD 83.
 DE9413
 DE9413.The geoid height was determined by GEOID03.
 DE9413
 DE9413;                    North         East     Units Scale Factor Converg.
 DE9413;SPC NC       -   268,218.535   541,362.313   MT  0.99999966   -0 26 15.9
 DE9413;SPC NC       -   879,980.31  1,776,119.52   sFT  0.99999966   -0 26 15.9
 DE9413;UTM  17      - 4,003,012.709   611,668.374   MT  0.99975364   +0 43 57.9
 DE9413
 DE9413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9413!SPC NC       -   0.99996763  x   0.99999966  =   0.99996729
 DE9413!UTM  17      -   0.99996763  x   0.99975364  =   0.99972128
 DE9413
 DE9413:                Primary Azimuth Mark                     Grid Az
 DE9413:SPC NC       -  373E 200                                 095 02 03.0
 DE9413:UTM  17      -  373E 200                                 093 51 49.2
 DE9413
 DE9413|---------------------------------------------------------------------|
 DE9413| PID    Reference Object                     Distance      Geod. Az  |
 DE9413|                                                           dddmmss.s |
 DE9413| DE9412 373E 200                            458.497 METERS 0943547.1 |
 DE9413|---------------------------------------------------------------------|
 DE9413
 DE9413                          SUPERSEDED SURVEY CONTROL
 DE9413
 DE9413  NAD 83(2001)-  36 09 55.59228(N)    079 45 30.34198(W) AD(       ) 1
 DE9413  ELLIP H (03/13/03)  206.261  (m)                       GP(       ) 4 2
 DE9413  NAD 83(1986)-  36 09 55.59895(N)    079 45 30.34951(W) AD(       ) 1
 DE9413
 DE9413.Superseded values are not recommended for survey control.
 DE9413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9413.See file dsdata.txt to determine how the superseded data were derived.
 DE9413
 DE9413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1166803013(NAD 83)
 DE9413_MARKER: DD = SURVEY DISK
 DE9413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9413_STAMPING: 373E201 1999
 DE9413_MARK LOGO: NC1940
 DE9413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9413+STABILITY: SURFACE MOTION
 DE9413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9413+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9413
 DE9413  HISTORY     - Date     Condition        Report By
 DE9413  HISTORY     - 1999     MONUMENTED       NC1940
 DE9413
 DE9413                          STATION DESCRIPTION
 DE9413
 DE9413'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9413'STATION IS ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9413'GREENSBORO GOVERNMENT PLAZA, TO THE EAST OF LAKE TOWNSEND IN THE
 DE9413'BRIGHTWOOD SCHOOL COMMUNITY.
 DE9413'TO REACH STATION FROM THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD)
 DE9413'AND SR 2523 (YANCEYVILLE ROAD) PROCEED NORTHEAST ALONG SR 2359 FOR 2.4
 DE9413'MI (3.9 KM) TO SR 2560 (BUSH ROAD), THENCE NORTHWEST ALONG BUSH ROAD
 DE9413'FOR 0.6 MI (1.0 KM) TO KALON DRIVE (A 90-DEGREE LEFT TURN)
 DE9413'INTERSECTION AND STATION.
 DE9413'MARK IS LEVEL WITH PAVEMENT AND FLUSH WITH THE GROUND. LOCATED 49.5
 DE9413'EAST-NORTHEAST OF CENTERLINE OF ABOVE INTERSECTION, 25.8 FT (7.9 M)
 DE9413'NORTH OF BUSH ROAD, 9.0 FT (2.7 M) WEST OF THE CENTERLINE OF SECOND
 DE9413'GRAVEL DRIVE EAST OF INTERSECTION, AND 13.4 FT (4.1 M) SOUTHEAST OF
 DE9413'POWER POLE (30-T).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9410 ***********************************************************************
 DE9410  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9410  DESIGNATION -  374W 200
 DE9410  PID         -  DE9410
 DE9410  STATE/COUNTY-  NC/GUILFORD
 DE9410  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9410
 DE9410                         *CURRENT SURVEY CONTROL
 DE9410  ___________________________________________________________________
 DE9410* NAD 83(2007)-  36 09 57.34253(N)    079 44 34.79698(W)     ADJUSTED  
 DE9410* NAVD 88     -       251.28   (meters)     824.4    (feet)  GPS OBS   
 DE9410  ___________________________________________________________________
 DE9410  EPOCH DATE  -        2002.00
 DE9410  X           -     917,978.073 (meters)                     COMP
 DE9410  Y           -  -5,072,945.259 (meters)                     COMP
 DE9410  Z           -   3,743,201.103 (meters)                     COMP
 DE9410  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 DE9410  ELLIP HEIGHT-         220.108 (meters)          (02/10/07) ADJUSTED
 DE9410  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 DE9410
 DE9410  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9410  Type    PID    Designation                      North   East  Ellip
 DE9410  -------------------------------------------------------------------
 DE9410  NETWORK DE9410 374W 200                          1.45   1.16   2.12
 DE9410  -------------------------------------------------------------------
 DE9410
 DE9410.The horizontal coordinates were established by GPS observations
 DE9410.and adjusted by the National Geodetic Survey in February 2007.
 DE9410
 DE9410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9410.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9410.The horizontal coordinates are valid at the epoch date displayed above.
 DE9410.The epoch date for horizontal control is a decimal equivalence
 DE9410.of Year/Month/Day.
 DE9410
 DE9410.The orthometric height was determined by GPS observations and a
 DE9410.high-resolution geoid model.
 DE9410.The orthometric height was determined by GPS observations and a
 DE9410.high-resolution geoid model using precise GPS observation and
 DE9410.processing techniques.
 DE9410
 DE9410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9410
 DE9410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9410
 DE9410.The ellipsoidal height was determined by GPS observations
 DE9410.and is referenced to NAD 83.
 DE9410
 DE9410.The geoid height was determined by GEOID03.
 DE9410
 DE9410;                    North         East     Units Scale Factor Converg.
 DE9410;SPC NC       -   268,261.999   542,750.931   MT  0.99999979   -0 25 43.8
 DE9410;SPC NC       -   880,122.91  1,780,675.35   sFT  0.99999979   -0 25 43.8
 DE9410;UTM  17      - 4,003,084.516   613,055.475   MT  0.99975749   +0 44 30.7
 DE9410
 DE9410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9410!SPC NC       -   0.99996546  x   0.99999979  =   0.99996525
 DE9410!UTM  17      -   0.99996546  x   0.99975749  =   0.99972295
 DE9410
 DE9410:                Primary Azimuth Mark                     Grid Az
 DE9410:SPC NC       -  455W 201                                 359 13 50.4
 DE9410:UTM  17      -  455W 201                                 358 03 35.9
 DE9410
 DE9410|---------------------------------------------------------------------|
 DE9410| PID    Reference Object                     Distance      Geod. Az  |
 DE9410|                                                           dddmmss.s |
 DE9410| DE9417 455W 201                            APPROX. 0.5 KM 3584806.6 |
 DE9410|---------------------------------------------------------------------|
 DE9410
 DE9410                          SUPERSEDED SURVEY CONTROL
 DE9410
 DE9410  NAD 83(2001)-  36 09 57.34308(N)    079 44 34.79640(W) AD(       ) 1
 DE9410  ELLIP H (03/13/03)  220.106  (m)                       GP(       ) 4 2
 DE9410  NAD 83(1986)-  36 09 57.34970(N)    079 44 34.80386(W) AD(       ) 1
 DE9410
 DE9410.Superseded values are not recommended for survey control.
 DE9410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9410.See file dsdata.txt to determine how the superseded data were derived.
 DE9410
 DE9410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1305503085(NAD 83)
 DE9410_MARKER: DD = SURVEY DISK
 DE9410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9410_STAMPING: 374W200 1999
 DE9410_MARK LOGO: NC1940
 DE9410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9410+STABILITY: SURFACE MOTION
 DE9410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9410+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9410
 DE9410  HISTORY     - Date     Condition        Report By
 DE9410  HISTORY     - 1999     MONUMENTED       NC1940
 DE9410
 DE9410                          STATION DESCRIPTION
 DE9410
 DE9410'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9410'STATION IS ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9410'GREENSBORO GOVERNMENT PLAZA, IN THE COMMUNITY OF RUDD.
 DE9410'LOCATED AT THE INTERSECTION OF SR 2359 (LEES CHAPEL ROAD) AND SR 2524
 DE9410'(RUDD STATION ROAD), IN THE SOUTH QUADRANT OF INTERSECTION.
 DE9410'MARK IS ABOUT LEVEL WITH SR 2359 AND RECESSED 3-INCHES BELOW THE
 DE9410'GROUND. LOCATED 21.3 FT (6.5 M) SOUTHEAST OF THE CENTERLINE OF SR
 DE9410'2359, 54.5 FT (16.6 M) SOUTHWEST OF THE CENTERLINE OF SR 2524, 5.0 FT
 DE9410'(1.5 M) WEST-SOUTHWEST OF A STOP SIGN, AND 22.5 FT (6.9 M) NORTHWEST
 DE9410'OF DUKE POWER POLE WITH TRANSFORMER AND BIRDHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0593 ***********************************************************************
 FX0593  DESIGNATION -  38 ECCS
 FX0593  PID         -  FX0593
 FX0593  STATE/COUNTY-  NC/PASQUOTANK
 FX0593  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0593
 FX0593                         *CURRENT SURVEY CONTROL
 FX0593  ___________________________________________________________________
 FX0593* NAD 83(1986)-  36 18 19.     (N)    076 13 18.     (W)     SCALED    
 FX0593* NAVD 88     -         1.539  (meters)       5.05   (feet)  ADJUSTED  
 FX0593  ___________________________________________________________________
 FX0593  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 FX0593  DYNAMIC HT  -           1.538 (meters)       5.05  (feet)  COMP
 FX0593  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 FX0593
 FX0593  VERT ORDER  -  FIRST     CLASS I
 FX0593
 FX0593.The horizontal coordinates were scaled from a topographic map and have
 FX0593.an estimated accuracy of +/- 6 seconds.
 FX0593
 FX0593.The orthometric height was determined by differential leveling
 FX0593.and adjusted in June 1991.
 FX0593
 FX0593.The geoid height was determined by GEOID03.
 FX0593
 FX0593.The dynamic height is computed by dividing the NAVD 88
 FX0593.geopotential number by the normal gravity value computed on the
 FX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0593.degrees latitude (g = 980.6199 gals.).
 FX0593
 FX0593.The modeled gravity was interpolated from observed gravity values.
 FX0593
 FX0593;                    North         East    Units  Estimated Accuracy
 FX0593;SPC NC       -   286,970.      859,120.      MT  (+/- 180 meters Scaled)
 FX0593
 FX0593                          SUPERSEDED SURVEY CONTROL
 FX0593
 FX0593  NGVD 29 (??/??/92)    1.82   (m)            6.0    (f) COMPUTED    1 1
 FX0593
 FX0593.Superseded values are not recommended for survey control.
 FX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0593.See file dsdata.txt to determine how the superseded data were derived.
 FX0593
 FX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF903185(NAD 83)
 FX0593_MARKER: DD = SURVEY DISK
 FX0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0593_STAMPING: NO 38 1953
 FX0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0593+STABILITY: SURFACE MOTION
 FX0593
 FX0593  HISTORY     - Date     Condition        Report By
 FX0593  HISTORY     - 1953     MONUMENTED       NC1460
 FX0593  HISTORY     - 1963     GOOD             NGS
 FX0593
 FX0593                          STATION DESCRIPTION
 FX0593
 FX0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0593'AT ELIZABETH CITY.
 FX0593'AT ELIZABETH CITY, IN THE NORTHEAST QUARTER OF THE INTERSECTION
 FX0593'OF BURGESS AND NORTH ROAD STREETS, 27 FEET NORTH OF CENTER LINE
 FX0593'OF BURGESS STREET, 16 1/2 FEET EAST OF THE CENTER LINE OF NORTH
 FX0593'ROAD STREET, 3.5 FEET SOUTH OF A POWER POLE, 2.5 FEET EAST OF
 FX0593'EAST CURB OF NORTH ROAD STREET, AND SET IN THE TOP OF A CONCRETE
 FX0593'POST 3 INCHES BELOW THE SURFACE OF THE SIDEWALK, ACCESS WHICH IS
 FX0593'HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2368 ***********************************************************************
 FY2368  DESIGNATION -  38 RJN
 FY2368  PID         -  FY2368
 FY2368  STATE/COUNTY-  NC/PERSON
 FY2368  USGS QUAD   -  LEASBURG (1968)
 FY2368
 FY2368                         *CURRENT SURVEY CONTROL
 FY2368  ___________________________________________________________________
 FY2368* NAD 83(1986)-  36 23 18.     (N)    079 08 11.     (W)     SCALED    
 FY2368* NAVD 88     -       190.453  (meters)     624.84   (feet)  ADJUSTED  
 FY2368  ___________________________________________________________________
 FY2368  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FY2368  DYNAMIC HT  -         190.304 (meters)     624.36  (feet)  COMP
 FY2368  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 FY2368
 FY2368  VERT ORDER  -  FIRST     CLASS II
 FY2368
 FY2368.The horizontal coordinates were scaled from a topographic map and have
 FY2368.an estimated accuracy of +/- 6 seconds.
 FY2368
 FY2368.The orthometric height was determined by differential leveling
 FY2368.and adjusted in June 1991.
 FY2368
 FY2368.The geoid height was determined by GEOID03.
 FY2368
 FY2368.The dynamic height is computed by dividing the NAVD 88
 FY2368.geopotential number by the normal gravity value computed on the
 FY2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2368.degrees latitude (g = 980.6199 gals.).
 FY2368
 FY2368.The modeled gravity was interpolated from observed gravity values.
 FY2368
 FY2368;                    North         East    Units  Estimated Accuracy
 FY2368;SPC NC       -   292,700.      597,360.      MT  (+/- 180 meters Scaled)
 FY2368
 FY2368                          SUPERSEDED SURVEY CONTROL
 FY2368
 FY2368  NGVD 29 (03/05/92)  190.695  (m)          625.64   (f) ADJUSTED    1 2
 FY2368
 FY2368.Superseded values are not recommended for survey control.
 FY2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2368.See file dsdata.txt to determine how the superseded data were derived.
 FY2368
 FY2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA671286(NAD 83)
 FY2368_MARKER: DB = BENCH MARK DISK
 FY2368_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FY2368+WITH SETTING: PAVEMENT
 FY2368_SP_SET: STEPS
 FY2368_STAMPING: 38 RJN 1964 626
 FY2368_MARK LOGO: USGS  
 FY2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2368+STABILITY: SURFACE MOTION
 FY2368
 FY2368  HISTORY     - Date     Condition        Report By
 FY2368  HISTORY     - 1964     MONUMENTED       USGS
 FY2368  HISTORY     - 1982     GOOD             NCGS
 FY2368
 FY2368                          STATION DESCRIPTION
 FY2368
 FY2368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2368'1.3 MI EAST FROM LEASBURG.
 FY2368'ALONG US 158, 0.7 MILE EAST OF THE CASWELL-PERSON COUNTY LINE, AT
 FY2368'THE SR 1102 CROSSROAD, IN NORTHEAST END OF BOTTOM PORCH STEP AT EAST
 FY2368'ENTRANCE OF FULCHER RESIDENCE, 180.0 FEET SOUTHWEST OF CENTERLINE OF
 FY2368'INTERSECTION OF CROSSROADS, AND 1.0 FEET SOUTHWEST OF NORTHEAST END
 FY2368'OF STEP.
 FY2368'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2531 ***********************************************************************
 FX2531  DESIGNATION -  38 WSM
 FX2531  PID         -  FX2531
 FX2531  STATE/COUNTY-  NC/BERTIE
 FX2531  USGS QUAD   -  WOODVILLE (1972)
 FX2531
 FX2531                         *CURRENT SURVEY CONTROL
 FX2531  ___________________________________________________________________
 FX2531* NAD 83(1986)-  36 07 23.     (N)    077 10 34.     (W)     SCALED    
 FX2531* NAVD 88     -        23.142  (meters)      75.92   (feet)  ADJUSTED  
 FX2531  ___________________________________________________________________
 FX2531  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 FX2531  DYNAMIC HT  -          23.124 (meters)      75.87  (feet)  COMP
 FX2531  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 FX2531
 FX2531  VERT ORDER  -  SECOND    CLASS II
 FX2531
 FX2531.The horizontal coordinates were scaled from a topographic map and have
 FX2531.an estimated accuracy of +/- 6 seconds.
 FX2531
 FX2531.The orthometric height was determined by differential leveling
 FX2531.and adjusted in June 1991.
 FX2531
 FX2531.The geoid height was determined by GEOID03.
 FX2531
 FX2531.The dynamic height is computed by dividing the NAVD 88
 FX2531.geopotential number by the normal gravity value computed on the
 FX2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2531.degrees latitude (g = 980.6199 gals.).
 FX2531
 FX2531.The modeled gravity was interpolated from observed gravity values.
 FX2531
 FX2531;                    North         East    Units  Estimated Accuracy
 FX2531;SPC NC       -   264,760.      773,780.      MT  (+/- 180 meters Scaled)
 FX2531
 FX2531                          SUPERSEDED SURVEY CONTROL
 FX2531
 FX2531  NGVD 29 (??/??/92)   23.493  (m)           77.08   (f) ADJ UNCH    2 2
 FX2531
 FX2531.Superseded values are not recommended for survey control.
 FX2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2531.See file dsdata.txt to determine how the superseded data were derived.
 FX2531
 FX2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE041997(NAD 83)
 FX2531_MARKER: DD = SURVEY DISK
 FX2531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2531_SP_SET: CONCRETE SILL
 FX2531_STAMPING: 38 WSM 1955
 FX2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2531
 FX2531  HISTORY     - Date     Condition        Report By
 FX2531  HISTORY     - 1955     MONUMENTED       NCGS
 FX2531  HISTORY     - 1975     GOOD             NCGS
 FX2531  HISTORY     - 19950505 GOOD             USPSQD
 FX2531
 FX2531                          STATION DESCRIPTION
 FX2531
 FX2531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2531'IN LEWISTON.
 FX2531'STATION IS LOCATED IN DOWNTOWN LEWISTON IN NW QUADRANT OF NC 308
 FX2531'(CHURCH STREET) AND SR 1145 (CASHIE STREET) AT THE END OF MAIN STREET,
 FX2531'IN CONCRETE SILL OF A BRICK BUILDING.  23.0 FT. NORTH OF C/L OF NC 308
 FX2531'(CHURCH STREET), 6.0 FT. NORTH OF NORTH CURB OF CHURCH STREET, AND 3.1
 FX2531'FT. NW OF SE CORNER OF BUILDING.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2531'CONCRETE SILL.
 FX2531
 FX2531                          STATION RECOVERY (1995)
 FX2531
 FX2531'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9799 ***********************************************************************
 AG9799  DESIGNATION -  38 WSM
 AG9799  PID         -  AG9799
 AG9799  STATE/COUNTY-  NC/ANSON
 AG9799  USGS QUAD   -  ANSONVILLE (1983)
 AG9799
 AG9799                         *CURRENT SURVEY CONTROL
 AG9799  ___________________________________________________________________
 AG9799* NAD 83(2001)-  35 03 50.59243(N)    080 01 31.99471(W)     ADJUSTED  
 AG9799* NAVD 88     -        58.77   (meters)     192.8    (feet)  LEVELING  
 AG9799  ___________________________________________________________________
 AG9799  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AG9799  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AG9799  HORZ ORDER  -  SECOND
 AG9799  VERT ORDER  -  THIRD
 AG9799
 AG9799.The horizontal coordinates were established by classical geodetic methods
 AG9799.and adjusted by the National Geodetic Survey in August 2005.
 AG9799
 AG9799.The orthometric height was determined by differential leveling.
 AG9799.The vertical network tie was performed by a horz. field party for horz.
 AG9799.obs reductions. Reset procedures were used to establish the elevation.
 AG9799
 AG9799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9799
 AG9799.The geoid height was determined by GEOID03.
 AG9799
 AG9799;                    North         East     Units Scale Factor Converg.
 AG9799;SPC NC       -   146,251.104   516,066.362   MT  0.99987793   -0 35 30.9
 AG9799;SPC NC       -   479,825.50  1,693,127.72   sFT  0.99987793   -0 35 30.9
 AG9799;UTM  17      - 3,880,580.477   588,851.923   MT  0.99969730   +0 33 35.5
 AG9799
 AG9799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9799!SPC NC       -   0.99999559  x   0.99987793  =   0.99987352
 AG9799!UTM  17      -   0.99999559  x   0.99969730  =   0.99969289
 AG9799
 AG9799                          SUPERSEDED SURVEY CONTROL
 AG9799
 AG9799  NAD 83(1986)-  35 03 50.60328(N)    080 01 32.00596(W) AD(       ) 2
 AG9799
 AG9799.Superseded values are not recommended for survey control.
 AG9799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9799.See file dsdata.txt to determine how the superseded data were derived.
 AG9799
 AG9799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8885280580(NAD 83)
 AG9799_MARKER: DB = BENCH MARK DISK
 AG9799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9799_SP_SET: CONCRETE ABUTMENT
 AG9799_STAMPING: 38 WSM 1954
 AG9799_MARK LOGO: USGS  
 AG9799_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9799+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 AG9799
 AG9799  HISTORY     - Date     Condition        Report By
 AG9799  HISTORY     - 1949     MONUMENTED       USGS
 AG9799  HISTORY     - 19930331 GOOD             NCGS
 AG9799
 AG9799                          STATION DESCRIPTION
 AG9799
 AG9799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9799'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHEAST OF PINKSTON AND 7.5
 AG9799'MI (12.1 KM) NORTH-NORTHEAST OF WADESBORO. ALONG SR 1650 (DENNIS ROAD)
 AG9799'FOR 1.15 MI (1.85 KM) WEST FROM NC 109 T-INTERSECTION, IN SOUTHEAST
 AG9799'CONCRETE ABUTMENT OF WOODEN BRIDGE OVER SMALL STREAM. MARK IS ABOUT
 AG9799'2-FEET LOWER THAN ROAD AND IS FLUSH WITH THE CONCRETE ABUTMENT.
 AG9799'LOCATED 18.5 FT (5.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AG9799'10.4 FT (3.2 M) SOUTHEAST OF THE EAST END OF THE SOUTH BRIDGE RAIL,
 AG9799'AND 55.5 FT (16.9 M) WEST-NORTHWEST OF A 30-INCH OAK, WITH A REFERENCE
 AG9799'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4540 ***********************************************************************
 AE4540  DESIGNATION -  382 JAS
 AE4540  PID         -  AE4540
 AE4540  STATE/COUNTY-  NC/ROWAN
 AE4540  USGS QUAD   -  COOL SPRINGS (1969)
 AE4540
 AE4540                         *CURRENT SURVEY CONTROL
 AE4540  ___________________________________________________________________
 AE4540* NAD 83(2007)-  35 45 36.53081(N)    080 40 44.38561(W)     ADJUSTED  
 AE4540* NAVD 88     -       247.34   (meters)     811.5    (feet)  LEVELING  
 AE4540  ___________________________________________________________________
 AE4540  EPOCH DATE  -        2002.00
 AE4540  X           -     839,268.632 (meters)                     COMP
 AE4540  Y           -  -5,113,353.518 (meters)                     COMP
 AE4540  Z           -   3,706,754.414 (meters)                     COMP
 AE4540  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AE4540  ELLIP HEIGHT-         215.613 (meters)          (02/10/07) ADJUSTED
 AE4540  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AE4540
 AE4540  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4540  Type    PID    Designation                      North   East  Ellip
 AE4540  -------------------------------------------------------------------
 AE4540  NETWORK AE4540 382 JAS                           1.14   0.90   1.51
 AE4540  -------------------------------------------------------------------
 AE4540  VERT ORDER  -  THIRD ?
 AE4540
 AE4540.The horizontal coordinates were established by GPS observations
 AE4540.and adjusted by the National Geodetic Survey in February 2007.
 AE4540
 AE4540.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4540.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4540.The horizontal coordinates are valid at the epoch date displayed above.
 AE4540.The epoch date for horizontal control is a decimal equivalence
 AE4540.of Year/Month/Day.
 AE4540
 AE4540.The orthometric height was determined by differential leveling.
 AE4540.The vertical network tie was performed by a horz. field party for horz.
 AE4540.obs reductions. Reset procedures were used to establish the elevation.
 AE4540
 AE4540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4540
 AE4540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4540
 AE4540.The ellipsoidal height was determined by GPS observations
 AE4540.and is referenced to NAD 83.
 AE4540
 AE4540.The geoid height was determined by GEOID03.
 AE4540
 AE4540;                    North         East     Units Scale Factor Converg.
 AE4540;SPC NC       -   224,273.156   457,780.293   MT  0.99991186   -0 58 08.6
 AE4540;SPC NC       -   735,802.85  1,501,900.84   sFT  0.99991186   -0 58 08.6
 AE4540;UTM  17      - 3,957,393.337   529,018.728   MT  0.99961038   +0 11 15.3
 AE4540
 AE4540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4540!SPC NC       -   0.99996616  x   0.99991186  =   0.99987802
 AE4540!UTM  17      -   0.99996616  x   0.99961038  =   0.99957655
 AE4540
 AE4540                          SUPERSEDED SURVEY CONTROL
 AE4540
 AE4540  NAD 83(2001)-  35 45 36.53107(N)    080 40 44.38549(W) AD(       ) 1
 AE4540  ELLIP H (03/13/03)  215.605  (m)                       GP(       ) 4 2
 AE4540  NAD 83(1986)-  35 45 36.54089(N)    080 40 44.39180(W) AD(       ) 1
 AE4540  NGVD 29 (11/20/97)  247.55   (m)          812.2    (f) LEVELING    3  
 AE4540
 AE4540.Superseded values are not recommended for survey control.
 AE4540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4540.See file dsdata.txt to determine how the superseded data were derived.
 AE4540
 AE4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2901957393(NAD 83)
 AE4540_MARKER: DB = BENCH MARK DISK
 AE4540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4540_STAMPING: 382 JAS 1965 812
 AE4540_MARK LOGO: USGS  
 AE4540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4540+STABILITY: SURFACE MOTION
 AE4540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4540+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 AE4540
 AE4540  HISTORY     - Date     Condition        Report By
 AE4540  HISTORY     - 1965     MONUMENTED       USGS
 AE4540  HISTORY     - 19911112 GOOD             NCGS
 AE4540
 AE4540                          STATION DESCRIPTION
 AE4540
 AE4540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4540'STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) WEST-NORTHWEST OF SALISBURY
 AE4540'AND 2.0 MI (3.2 KM) NORTH OF CLEVELAND. ALONG SR 1957 (BAKER MILL
 AE4540'ROAD) FOR 2.1 MI (3.4 KM) NORTH FROM SR 1743 (OLD US 70-MAIN STREET)
 AE4540'IN CLEVELAND, AT SR 1973 (THIRD CREEK CHURCH ROAD), IN THE NORTHWEST
 AE4540'QUADRANT OF THE CROSSROADS. MARK IS A STANDARD USGS BENCH MARK DISK
 AE4540'ABOUT LEVEL WITH THE ROAD AND RECESSED 2 INCHES BELOW GROUND.  LOCATED
 AE4540'25.0 FT (7.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1973, 43.0 FT
 AE4540'(13.1 M) WEST OF THE CENTERLINE OF SR 1957, 7.1 FT (2.2 M)
 AE4540'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL, AND 13.6 FT (4.1 M) EAST OF A
 AE4540'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0564 ***********************************************************************
 FA0564  DESIGNATION -  384 JAS
 FA0564  PID         -  FA0564
 FA0564  STATE/COUNTY-  NC/ROWAN
 FA0564  USGS QUAD   -  CLEVELAND (1988)
 FA0564
 FA0564                         *CURRENT SURVEY CONTROL
 FA0564  ___________________________________________________________________
 FA0564* NAD 83(2007)-  35 43 47.04334(N)    080 39 38.40097(W)     ADJUSTED  
 FA0564* NAVD 88     -       244.293  (meters)     801.48   (feet)  ADJUSTED  
 FA0564  ___________________________________________________________________
 FA0564  EPOCH DATE  -        2002.00
 FA0564  X           -     841,223.898 (meters)                     COMP
 FA0564  Y           -  -5,115,027.687 (meters)                     COMP
 FA0564  Z           -   3,704,013.826 (meters)                     COMP
 FA0564  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 FA0564  ELLIP HEIGHT-         212.724 (meters)          (02/10/07) ADJUSTED
 FA0564  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA0564  DYNAMIC HT  -         244.076 (meters)     800.77  (feet)  COMP
 FA0564
 FA0564  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA0564  Type    PID    Designation                      North   East  Ellip
 FA0564  -------------------------------------------------------------------
 FA0564  NETWORK FA0564 384 JAS                           1.12   0.96   1.55
 FA0564  -------------------------------------------------------------------
 FA0564  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FA0564
 FA0564  VERT ORDER  -  FIRST     CLASS I
 FA0564
 FA0564.The horizontal coordinates were established by GPS observations
 FA0564.and adjusted by the National Geodetic Survey in February 2007.
 FA0564
 FA0564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA0564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA0564.The horizontal coordinates are valid at the epoch date displayed above.
 FA0564.The epoch date for horizontal control is a decimal equivalence
 FA0564.of Year/Month/Day.
 FA0564
 FA0564.The orthometric height was determined by differential leveling
 FA0564.and adjusted in June 1991.
 FA0564
 FA0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA0564
 FA0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0564
 FA0564.The ellipsoidal height was determined by GPS observations
 FA0564.and is referenced to NAD 83.
 FA0564
 FA0564.The geoid height was determined by GEOID03.
 FA0564
 FA0564.The dynamic height is computed by dividing the NAVD 88
 FA0564.geopotential number by the normal gravity value computed on the
 FA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0564.degrees latitude (g = 980.6199 gals.).
 FA0564
 FA0564.The modeled gravity was interpolated from observed gravity values.
 FA0564
 FA0564;                    North         East     Units Scale Factor Converg.
 FA0564;SPC NC       -   220,871.581   459,381.075   MT  0.99990730   -0 57 30.6
 FA0564;SPC NC       -   724,642.85  1,507,152.74   sFT  0.99990730   -0 57 30.6
 FA0564;UTM  17      - 3,954,025.775   530,687.351   MT  0.99961160   +0 11 53.4
 FA0564
 FA0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0564!SPC NC       -   0.99996661  x   0.99990730  =   0.99987392
 FA0564!UTM  17      -   0.99996661  x   0.99961160  =   0.99957823
 FA0564
 FA0564                          SUPERSEDED SURVEY CONTROL
 FA0564
 FA0564  NAD 83(2001)-  35 43 47.04377(N)    080 39 38.40052(W) AD(       ) 1
 FA0564  ELLIP H (03/13/03)  212.715  (m)                       GP(       ) 4 2
 FA0564  NAD 83(1986)-  35 43 47.05349(N)    080 39 38.40707(W) AD(       ) 1
 FA0564  NAD 83(1986)-  35 43 47.05237(N)    080 39 38.40849(W) AD(       ) 3
 FA0564  NAD 27      -  35 43 46.56045(N)    080 39 39.16605(W) AD(       ) 3
 FA0564  NGVD 29 (??/??/92)  244.508  (m)          802.19   (f) ADJ UNCH    1 1
 FA0564
 FA0564.Superseded values are not recommended for survey control.
 FA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0564.See file dsdata.txt to determine how the superseded data were derived.
 FA0564
 FA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3068754026(NAD 83)
 FA0564_MARKER: DB = BENCH MARK DISK
 FA0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0564_STAMPING: 384 JAS 1965
 FA0564_MARK LOGO: USGS  
 FA0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0564+STABILITY: SURFACE MOTION
 FA0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0564+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 FA0564
 FA0564  HISTORY     - Date     Condition        Report By
 FA0564  HISTORY     - 1965     MONUMENTED       USGS
 FA0564  HISTORY     - 1967     GOOD             NGS
 FA0564  HISTORY     - 19820101 GOOD             NCGS
 FA0564  HISTORY     - 1986     GOOD             NGS
 FA0564  HISTORY     - 19911008 GOOD             NCGS
 FA0564
 FA0564                          STATION DESCRIPTION
 FA0564
 FA0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0564'1.1 MI W FROM BARBER.
 FA0564'ABOUT 1.05 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0564'FROM THE STATION AT BARBER, THENCE 0.05 MILE NORTHWEST ALONG
 FA0564'SECONDARY ROAD 1741, OR ABOUT 0.1 MILE SOUTH ALONG A PAVED ROAD
 FA0564'FROM THE POST OFFICE AT CLEVELAND, THENCE 0.9 MILE EAST ALONG THE
 FA0564'SOUTHERN RAILWAY COMPANY RAILROAD, THENCE 0.05 MILE NORTHWEST
 FA0564'ALONG SECONDARY ROAD 1741, 56 1/2 FEET NORTHEAST OF THE CENTER
 FA0564'OF THE INTERSECTION OF SECONDARY ROADS 1741 AND 1957, 43 FEET
 FA0564'EAST OF THE CENTERLINE OF SECONDARY ROAD 1741, 43 1/2 FEET NORTH
 FA0564'OF THE CENTERLINE OF SECONDARY ROAD 1957, 59 1/2 FEET WEST OF
 FA0564'POWER POLE NUMBER 44, 15 1/2 FEET SOUTHEAST OF A POWER POLE THAT
 FA0564'IS BRACED BY A GUY WIRE, 5 INCHES SOUTH OF A METAL WITNESS POST,
 FA0564'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROADS, A U.S. GEOLOGICAL SURVEY
 FA0564'DISK SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 FA0564'SURFACE OF THE GROUND.
 FA0564
 FA0564                          STATION RECOVERY (1982)
 FA0564
 FA0564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 FA0564'STATION IS LOCATED 1 MI (1.6 KM) EAST OF CLEVELAND.  AT THE SR 1957
 FA0564'AND SR 1741 CROSSROAD. MARK PROJECTS 3 INCHES ABOVE GROUND.  LOCATED
 FA0564'34.2 FT (10.4 M) NORTH OF THE CENTERLINE OF SR 1957, AND 41.6 FT (12.7
 FA0564'M) EAST OF THE CENTERLINE OF SR 1741.
 FA0564
 FA0564                          STATION RECOVERY (1986)
 FA0564
 FA0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA0564'THE STATION WAS RECOVERED AT THIS DATE.
 FA0564'
 FA0564'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 FA0564'SOUTHWEST OF WOODLEAF,
 FA0564'2.1 KM (1.3 MI) EAST-SOUTHEAST OF CLEVELAND,
 FA0564'1.6 KM (1.0 MI) WEST-NORTHWEST OF BARBER AND
 FA0564'0.1 KM (0.05 MI) NORTH OF THE SOUTHERN RAILWAY RAILROAD.
 FA0564'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FA0564'
 FA0564'TO REACH THE STATION FROM THE POST OFFICE IN CLEVELAND WHICH IS
 FA0564'LOCATED ON OLD U.S. HIGHWAY 70 (MAIN STREET), GO
 FA0564'EAST FOR 1.6 KM (1.0 MI) ON OLD U.S. HIGHWAY 70 TO THE JUNCTION OF
 FA0564'SR 1741 (MOUNTAIN ROAD) AND THE STATION ON THE LEFT.
 FA0564'
 FA0564'THE STATION IS A STANDARD USGS DISK
 FA0564'STAMPED---802 384 JAS 1965---,
 FA0564'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FA0564'15 CM ON SIDE PROJECTING 9 CM ABOVE GROUND.  LOCATED
 FA0564'27.43 METERS (90.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FA0564'A BRICK HOUSE,
 FA0564'17.98 METERS (59.0 FT) WEST FROM THE UTILITY POLE NUMBER 44,
 FA0564'13.26 METERS (43.5 FT) EAST FROM THE APPROXIMATE CENTER OF SR 1741,
 FA0564'10.36 METERS (34.0 FT) NORTH FROM THE APPROXIMATE CENTER OF OLD
 FA0564'U.S. HIGHWAY 70,
 FA0564'4.72 METERS (15.5 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE WITH GUY
 FA0564'WIRE AND
 FA0564'0.15 METERS (0.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FA0564'
 FA0564'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA0564'MARCH 1986.
 FA0564'
 FA0564'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA0564'
 FA0564'DESCRIBED BY D.F. CALLAHAN.
 FA0564
 FA0564                          STATION RECOVERY (1991)
 FA0564
 FA0564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA0564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0314 ***********************************************************************
 FY0314  DESIGNATION -  386=G
 FY0314  PID         -  FY0314
 FY0314  STATE/COUNTY-  NC/GRANVILLE
 FY0314  USGS QUAD   -  STEM (1987)
 FY0314
 FY0314                         *CURRENT SURVEY CONTROL
 FY0314  ___________________________________________________________________
 FY0314* NAD 83(1986)-  36 09 14.     (N)    078 43 36.     (W)     SCALED    
 FY0314* NAVD 88     -       117.365  (meters)     385.06   (feet)  ADJUSTED  
 FY0314  ___________________________________________________________________
 FY0314  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FY0314  DYNAMIC HT  -         117.272 (meters)     384.75  (feet)  COMP
 FY0314  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 FY0314
 FY0314  VERT ORDER  -  SECOND    CLASS I
 FY0314
 FY0314.The horizontal coordinates were scaled from a topographic map and have
 FY0314.an estimated accuracy of +/- 6 seconds.
 FY0314
 FY0314.The orthometric height was determined by differential leveling
 FY0314.and adjusted in June 1991.
 FY0314
 FY0314.The geoid height was determined by GEOID03.
 FY0314
 FY0314.The dynamic height is computed by dividing the NAVD 88
 FY0314.geopotential number by the normal gravity value computed on the
 FY0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0314.degrees latitude (g = 980.6199 gals.).
 FY0314
 FY0314.The modeled gravity was interpolated from observed gravity values.
 FY0314
 FY0314;                    North         East    Units  Estimated Accuracy
 FY0314;SPC NC       -   266,710.      634,200.      MT  (+/- 180 meters Scaled)
 FY0314
 FY0314                          SUPERSEDED SURVEY CONTROL
 FY0314
 FY0314  NGVD 29 (03/05/92)  117.620  (m)          385.89   (f) ADJUSTED    2 1
 FY0314
 FY0314.Superseded values are not recommended for survey control.
 FY0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0314.See file dsdata.txt to determine how the superseded data were derived.
 FY0314
 FY0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA045034(NAD 83)
 FY0314_MARKER: P = PIPE CAP
 FY0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0314_STAMPING: EL 385.777 1905
 FY0314_MARK LOGO: USGS  
 FY0314_PROJECTION: PROJECTING 23 CENTIMETERS
 FY0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0314_ROD/PIPE-DEPTH: 0.91 meters
 FY0314
 FY0314  HISTORY     - Date     Condition        Report By
 FY0314  HISTORY     - 1905     MONUMENTED       USGS
 FY0314  HISTORY     - 1935     POOR             CGS
 FY0314  HISTORY     - 1977     GOOD             NGS
 FY0314  HISTORY     - 1978     GOOD             NCGS
 FY0314  HISTORY     - 20080130 MARK NOT FOUND   GEOCAC
 FY0314
 FY0314                          STATION DESCRIPTION
 FY0314
 FY0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0314'AT LYON.
 FY0314'AT LYON, GRANVILLE COUNTY, ABOUT 100 FEET NORTH OF THE SOUTHERN
 FY0314'RAILWAY STATION, 3 FEET WEST OF MILEPOST 70, AT A FARM-ROAD
 FY0314'CROSSING, 25 FEET WEST OF THE TRACK, AND 10 FEET SOUTH OF THE
 FY0314'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED---
 FY0314'385.777 1905---AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 FY0314'PROJECTING 9 INCHES ABOVE GROUND.
 FY0314
 FY0314                          STATION RECOVERY (1977)
 FY0314
 FY0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FY0314'RECOVERED IN GOOD CONDITION.
 FY0314
 FY0314                          STATION RECOVERY (1978)
 FY0314
 FY0314'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY0314'TO REACH STATION FROM THE I 85 UNDERPASS OF NC 56 AT LYONS, PROCEED
 FY0314'WEST ALONG NC 56 FOR 0.1 MILE TO T INTERSECTION WITH SR 1215, THENCE
 FY0314'NORTH ALONG SR 1215 FOR 0.35 MILE TO RAILROAD SPUR LINE CROSSING AND
 FY0314'STATION ON LEFT ON WEST SIDE OF MAIN LINE OF RAILROAD TRACKS, 1.0 FT.
 FY0314'EAST OF WITNESS POST, 3.0 FT. NORTHWEST OF MILEPOST NUMBER 70, 19.4
 FY0314'FT. WEST OF WEST RAIL OF RAILROAD, 16.0 FT. NORTHEAST OF 6 INCH PINE
 FY0314'WITH ALUMINUM REF. TAG AND 20.4 FT. SOUTH OF 4 INCH PINE WITH ALUMINUM
 FY0314'REF. TAG.
 FY0314
 FY0314                          STATION RECOVERY (2008)
 FY0314
 FY0314'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY0314'MAY HAVE BEEN LOST TO RIGHT-OF-WAY CLEARNING. THE DEPOT HAS BEEN
 FY0314'REMOVED. THE HH2 COORDINATES FOR MILE POST 90 ARE
 FY0314'N36 09 13.6 W078 43 35.7.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9395 ***********************************************************************
 DE9395  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9395  DESIGNATION -  38E 200
 DE9395  PID         -  DE9395
 DE9395  STATE/COUNTY-  NC/GUILFORD
 DE9395  USGS QUAD   -  GREENSBORO (1994)
 DE9395
 DE9395                         *CURRENT SURVEY CONTROL
 DE9395  ___________________________________________________________________
 DE9395* NAD 83(2007)-  36 02 48.48241(N)    079 45 01.61839(W)     ADJUSTED  
 DE9395* NAVD 88     -       232.05   (meters)     761.3    (feet)  GPS OBS   
 DE9395  ___________________________________________________________________
 DE9395  EPOCH DATE  -        2002.00
 DE9395  X           -     918,701.803 (meters)                     COMP
 DE9395  Y           -  -5,080,715.185 (meters)                     COMP
 DE9395  Z           -   3,732,510.165 (meters)                     COMP
 DE9395  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 DE9395  ELLIP HEIGHT-         201.430 (meters)          (02/10/07) ADJUSTED
 DE9395  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE9395
 DE9395  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9395  Type    PID    Designation                      North   East  Ellip
 DE9395  -------------------------------------------------------------------
 DE9395  NETWORK DE9395 38E 200                           1.51   1.12   2.47
 DE9395  -------------------------------------------------------------------
 DE9395
 DE9395.The horizontal coordinates were established by GPS observations
 DE9395.and adjusted by the National Geodetic Survey in February 2007.
 DE9395
 DE9395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9395.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9395.The horizontal coordinates are valid at the epoch date displayed above.
 DE9395.The epoch date for horizontal control is a decimal equivalence
 DE9395.of Year/Month/Day.
 DE9395
 DE9395.The orthometric height was determined by GPS observations and a
 DE9395.high-resolution geoid model.
 DE9395.The orthometric height was determined by GPS observations and a
 DE9395.high-resolution geoid model using precise GPS observation and
 DE9395.processing techniques.
 DE9395
 DE9395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9395
 DE9395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9395
 DE9395.The ellipsoidal height was determined by GPS observations
 DE9395.and is referenced to NAD 83.
 DE9395
 DE9395.The geoid height was determined by GEOID03.
 DE9395
 DE9395;                    North         East     Units Scale Factor Converg.
 DE9395;SPC NC       -   255,049.094   541,980.680   MT  0.99996875   -0 25 59.3
 DE9395;SPC NC       -   836,773.57  1,778,148.28   sFT  0.99996875   -0 25 59.3
 DE9395;UTM  17      - 3,989,861.645   612,555.200   MT  0.99975610   +0 44 07.3
 DE9395
 DE9395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9395!SPC NC       -   0.99996839  x   0.99996875  =   0.99993714
 DE9395!UTM  17      -   0.99996839  x   0.99975610  =   0.99972449
 DE9395
 DE9395                          SUPERSEDED SURVEY CONTROL
 DE9395
 DE9395  NAD 83(2001)-  36 02 48.48267(N)    079 45 01.61811(W) AD(       ) 1
 DE9395  ELLIP H (03/13/03)  201.426  (m)                       GP(       ) 4 2
 DE9395  NAD 83(1986)-  36 02 48.48878(N)    079 45 01.62461(W) AD(       ) 1
 DE9395
 DE9395.Superseded values are not recommended for survey control.
 DE9395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9395.See file dsdata.txt to determine how the superseded data were derived.
 DE9395
 DE9395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1255589862(NAD 83)
 DE9395_MARKER: DD = SURVEY DISK
 DE9395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9395_STAMPING: 38E200 1999
 DE9395_MARK LOGO: NC1940
 DE9395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9395+STABILITY: SURFACE MOTION
 DE9395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9395+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9395
 DE9395  HISTORY     - Date     Condition        Report By
 DE9395  HISTORY     - 1999     MONUMENTED       NC1940
 DE9395
 DE9395                          STATION DESCRIPTION
 DE9395
 DE9395'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9395'STATION IS ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF THE DOWNTOWN GREENSBORO
 DE9395'GOVERNMENT PLAZA, AND 2.7 MI (4.3 KM) NORTH-NORTHEAST OF VANDALIA.
 DE9395'LOCATED ALONG I-40 AND I-85 0.95 MI (1.53 KM) WEST OF NC 6 (LEE
 DE9395'STREET) AND 0.6 MI (1.0 KM) EAST OF THE WILLOW ROAD OVERPASS, ON TOP
 DE9395'OF THE SOUTH CUT BANK.
 DE9395'MARK IS ABOUT 20-FEET HIGHER THAN THE INTERSTATE AND FLUSH WITH THE
 DE9395'GROUND. LOCATED 89.0 FT (27.1 M) SOUTH OF CENTERLINE OF THE
 DE9395'INTERSTATE, 75.0 FT (22.9 M) SOUTHWEST OF THE END OF A GUARDRAIL, 4.8
 DE9395'FT (1.5 M)  NORTH OF A 5-FOOT WOODEN FENCE POST WITH BRACE (EAST END)
 DE9395', 16.5 FT (5.0 M) NORTH EAST OF POST OF--INN KEEPER--BILLBOARD WITH
 DE9395'REFERENCE TAG, 9.2 FT (2.8 M) NORTHEAST OF RIGHT OF WAY MARKER
 DE9395'(CARSONITE POST BEHIND FENCE), AND 1.1 FT (0.3 M) NORTHWEST OF AN
 DE9395'ORANGE CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2839 ***********************************************************************
 EZ2839  DESIGNATION -  39 EG 2
 EZ2839  PID         -  EZ2839
 EZ2839  STATE/COUNTY-  NC/CHATHAM
 EZ2839  USGS QUAD   -  SILER CITY (1988)
 EZ2839
 EZ2839                         *CURRENT SURVEY CONTROL
 EZ2839  ___________________________________________________________________
 EZ2839* NAD 83(2001)-  35 40 58.82087(N)    079 25 01.58044(W)     ADJUSTED  
 EZ2839* NAVD 88     -       193.740  (meters)     635.63   (feet)  ADJUSTED  
 EZ2839  ___________________________________________________________________
 EZ2839  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EZ2839  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EZ2839  DYNAMIC HT  -         193.578 (meters)     635.10  (feet)  COMP
 EZ2839  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 EZ2839
 EZ2839  HORZ ORDER  -  SECOND
 EZ2839  VERT ORDER  -  SECOND    CLASS II
 EZ2839
 EZ2839.The horizontal coordinates were established by classical geodetic methods
 EZ2839.and adjusted by the National Geodetic Survey in August 2005.
 EZ2839
 EZ2839.The orthometric height was determined by differential leveling
 EZ2839.and adjusted in June 1991.
 EZ2839
 EZ2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2839
 EZ2839.The geoid height was determined by GEOID03.
 EZ2839
 EZ2839.The dynamic height is computed by dividing the NAVD 88
 EZ2839.geopotential number by the normal gravity value computed on the
 EZ2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2839.degrees latitude (g = 980.6199 gals.).
 EZ2839
 EZ2839.The modeled gravity was interpolated from observed gravity values.
 EZ2839
 EZ2839;                    North         East     Units Scale Factor Converg.
 EZ2839;SPC NC       -   214,510.177   571,847.360   MT  0.99990084   -0 14 26.7
 EZ2839;SPC NC       -   703,772.14  1,876,135.88   sFT  0.99990084   -0 14 26.7
 EZ2839;UTM  17      - 3,949,944.374   643,237.121   MT  0.99985283   +0 55 24.5
 EZ2839
 EZ2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2839!SPC NC       -   0.99997438  x   0.99990084  =   0.99987523
 EZ2839!UTM  17      -   0.99997438  x   0.99985283  =   0.99982722
 EZ2839
 EZ2839                          SUPERSEDED SURVEY CONTROL
 EZ2839
 EZ2839  NAD 83(1986)-  35 40 58.82313(N)    079 25 01.58749(W) AD(       ) 2
 EZ2839  NGVD 29 (05/07/91)  193.965  (m)          636.37   (f) ADJUSTED    2 2
 EZ2839
 EZ2839.Superseded values are not recommended for survey control.
 EZ2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2839.See file dsdata.txt to determine how the superseded data were derived.
 EZ2839
 EZ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4323749944(NAD 83)
 EZ2839_MARKER: DD = SURVEY DISK
 EZ2839_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ2839_SP_SET: CONCRETE POST
 EZ2839_STAMPING: 39 EG 2 1974
 EZ2839_MARK LOGO: NCDOT 
 EZ2839_PROJECTION: PROJECTING 13 CENTIMETERS
 EZ2839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2839+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1990
 EZ2839
 EZ2839  HISTORY     - Date     Condition        Report By
 EZ2839  HISTORY     - 1974     MONUMENTED       NCDOT
 EZ2839  HISTORY     - 1981     GOOD             NCDOT
 EZ2839  HISTORY     - 1982     GOOD             NCGS
 EZ2839  HISTORY     - 19900401 GOOD             NCGS
 EZ2839
 EZ2839                          STATION DESCRIPTION
 EZ2839
 EZ2839'DESCRIBED BY 
NC DOT 1981 (CEH)
 EZ2839'STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF BONLEE AND
 EZ2839'3.9 MILES SOUTHEAST OF SILER CITY, ALONG US 421, 2.8 MILES
 EZ2839'SOUTHEAST OF THE SILER CITY CITY LIMITS, OR 4.5 MILES NORTHWEST
 EZ2839'OF NC 902 CROSSROAD, ON CREST OF HILL, BETWEEN HIGHWAY AND SR
 EZ2839'SR 2210, 0.1 MILE SOUTHEAST OF INTERSECTION WITH SR 2210, AND
 EZ2839'APPROXIMATELY 275 FEET NORTHWEST OF A TWO STORY FRAME HOUSE.
 EZ2839'
 EZ2839'STATION MARK IS A STANDARD DISK STAMPED---39 EG 2 1974---SET IN
 EZ2839'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT, 5 INCHES ABOVE GROUND
 EZ2839'SURFACE AND 20 FEET HIGHER THAN HIGHWAY.  MARK IS 89.5 FEET (SLOPE)
 EZ2839'EAST-NORTHEAST OF CENTERLINE OF HIGHWAY, 76.6 FEET SOUTHWEST OF
 EZ2839'CENTERLINE OF ROAD, 17.0 FEET SOUTH-SOUTHWEST OF RIGHT-OF-WAY
 EZ2839'MARKER, 21.4 FEET EAST-SOUTHEAST OF 3 INCH CEDAR AND 94.0 FEET
 EZ2839'NORTH-NORTHWEST OF 4 INCH PINE WITH REFERENCE TAG.
 EZ2839
 EZ2839                          STATION RECOVERY (1982)
 EZ2839
 EZ2839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ2839'2.4 MI NORTH FROM BONLEE.
 EZ2839'2.8 MILES SOUTHEAST ALONG U.S. 421 FROM THE SILER CITY CITY LIMITS,
 EZ2839'4.5 MILES NORTHWEST OF THE INTERSECTION OF N.C. 902, ON CREST OF HILL,
 EZ2839'BETWEEN HIGHWAY AND SR 2210, 0.1 MILE SOUTHEAST OF INTERSECTION WITH
 EZ2839'SR 2110 AND APPROXIMATELY 275 FEET NORTHWEST OF A TWO STORY FRAME
 EZ2839'HOUSE, 89.5 SLOPE FEET EAST-NORTHEAST OF HIGHWAY, 76.6 FEET SOUTHWEST
 EZ2839'OF CENTERLINE OF ROAD, 17.0 FEET SOUTH-SOUTHWEST OF RIGHT OF WAY
 EZ2839'MARKER, 21.4 FEET EAST-SOUTHEAST OF 3-INCH CEDAR AND 94.0 FEET
 EZ2839'NORTH-NORTHWEST OF 4-INCH PINE WITH REFERENCE TAG.
 EZ2839'THE MARK IS 20 FT ABOVE HIGHWAY.
 EZ2839
 EZ2839                          STATION RECOVERY (1990)
 EZ2839
 EZ2839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EZ2839'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2840 ***********************************************************************
 EZ2840  DESIGNATION -  39 EG 3
 EZ2840  PID         -  EZ2840
 EZ2840  STATE/COUNTY-  NC/CHATHAM
 EZ2840  USGS QUAD   -  SILER CITY (1988)
 EZ2840
 EZ2840                         *CURRENT SURVEY CONTROL
 EZ2840  ___________________________________________________________________
 EZ2840* NAD 83(2001)-  35 41 27.52629(N)    079 25 29.82306(W)     ADJUSTED  
 EZ2840* NAVD 88     -       202.876  (meters)     665.60   (feet)  ADJUSTED  
 EZ2840  ___________________________________________________________________
 EZ2840  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 EZ2840  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ2840  DYNAMIC HT  -         202.706 (meters)     665.04  (feet)  COMP
 EZ2840  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 EZ2840
 EZ2840  HORZ ORDER  -  SECOND
 EZ2840  VERT ORDER  -  SECOND    CLASS II
 EZ2840
 EZ2840.The horizontal coordinates were established by classical geodetic methods
 EZ2840.and adjusted by the National Geodetic Survey in August 2005.
 EZ2840
 EZ2840.The orthometric height was determined by differential leveling
 EZ2840.and adjusted in June 1991.
 EZ2840
 EZ2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2840
 EZ2840.The geoid height was determined by GEOID03.
 EZ2840
 EZ2840.The dynamic height is computed by dividing the NAVD 88
 EZ2840.geopotential number by the normal gravity value computed on the
 EZ2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2840.degrees latitude (g = 980.6199 gals.).
 EZ2840
 EZ2840.The modeled gravity was interpolated from observed gravity values.
 EZ2840
 EZ2840;                    North         East     Units Scale Factor Converg.
 EZ2840;SPC NC       -   215,397.804   571,141.054   MT  0.99990189   -0 14 43.0
 EZ2840;SPC NC       -   706,684.30  1,873,818.61   sFT  0.99990189   -0 14 43.0
 EZ2840;UTM  17      - 3,950,817.423   642,512.961   MT  0.99985028   +0 55 08.6
 EZ2840
 EZ2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2840!SPC NC       -   0.99997295  x   0.99990189  =   0.99987484
 EZ2840!UTM  17      -   0.99997295  x   0.99985028  =   0.99982323
 EZ2840
 EZ2840                          SUPERSEDED SURVEY CONTROL
 EZ2840
 EZ2840  NAD 83(1986)-  35 41 27.52889(N)    079 25 29.83010(W) AD(       ) 2
 EZ2840  NGVD 29 (05/07/91)  203.100  (m)          666.34   (f) ADJUSTED    2 2
 EZ2840
 EZ2840.Superseded values are not recommended for survey control.
 EZ2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2840.See file dsdata.txt to determine how the superseded data were derived.
 EZ2840
 EZ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4251350817(NAD 83)
 EZ2840_MARKER: DD = SURVEY DISK
 EZ2840_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ2840_SP_SET: CONCRETE POST
 EZ2840_STAMPING: 39 EG 3 1974
 EZ2840_MARK LOGO: NCDOT 
 EZ2840_PROJECTION: FLUSH
 EZ2840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2840
 EZ2840  HISTORY     - Date     Condition        Report By
 EZ2840  HISTORY     - 1974     MONUMENTED       NCDOT
 EZ2840  HISTORY     - 1981     GOOD             NCDOT
 EZ2840  HISTORY     - 1982     GOOD             NCGS
 EZ2840  HISTORY     - 19900401 GOOD             NCGS
 EZ2840
 EZ2840                          STATION DESCRIPTION
 EZ2840
 EZ2840'DESCRIBED BY 
NC DOT 1981 (CEH)
 EZ2840'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTH-NORTHWEST OF
 EZ2840'BONLEE AND 3.2 MILES SOUTHEAST OF SILER CITY.
 EZ2840'
 EZ2840'TO REACH THE STATION PROCEED ALONG US 421, 2.1 MILES SOUTHEAST
 EZ2840'FROM THE SILER CITY CITY LIMITS, OR 5.2 MILES NORTHWEST OF NC 902
 EZ2840'CROSSROADS, THENCE EAST ALONG A GRAVEL DRIVE TO BRICK HOUSE (DARK
 EZ2840'RESIDENCE) AND STATION ON SOUTH SIDE OF HOUSE.
 EZ2840'
 EZ2840'STATION MARK IS A STANDARD DISK STAMPED---39 EG 3 1974---SET IN
 EZ2840'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND
 EZ2840'SURFACE.  MARK IS 31.5 FEET SOUTH-SOUTHEAST OF CENTERLINE OF
 EZ2840'DRIVEWAY, 51.2 FEET SOUTH OF SOUTHWEST CORNER OF CARPORT, 53.5
 EZ2840'FEET WEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 31.2
 EZ2840'FEET EAST OF 16 INCH PECAN WITH REFERENCE TAG, 26.4 FEET
 EZ2840'NORTHEAST OF 8 INCH OAK AND 47.8 FEET NORTH-NORTHWEST OF FENCE
 EZ2840'POST WITH REFERENCE TAG.
 EZ2840
 EZ2840                          STATION RECOVERY (1982)
 EZ2840
 EZ2840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ2840'3.0 MI NNW FROM BONLEE.
 EZ2840'2.1 MILES SOUTHEAST ALONG U.S. 421 FROM THE SILER CITY CITY LIMITS,
 EZ2840'5.2 MILES NORTHWEST OF N.C. 902 CROSSROAD, THENCE EAST ALONG A GRAVEL
 EZ2840'DRIVE TO BRICK HOUSE (DARK RESIDENCE) AND STATION ON SOUTH SIDE OF
 EZ2840'HOUSE, 31.5 FEET SOUTH-SOUTHEAST OF CENTERLINE OF DRIVEWAY, 51.2 FEET
 EZ2840'SOUTH OF SOUTHWEST CORNER OF CARPORT, 53.5 FEET WEST OF POWER POLE
 EZ2840'WITH TRANSFORMER AND REFERENCE TAG, 31.2 FEET EAST OF 16-INCH PECAN,
 EZ2840'26.4 FEET NORTHEAST OF 8-INCH OAK AND 47.8 FEET NORTH-NORTHWEST OF
 EZ2840'FENCE POST WITH REFERENCE TAG.
 EZ2840
 EZ2840                          STATION RECOVERY (1990)
 EZ2840
 EZ2840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EZ2840'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. NO REFERENCE TAG
 EZ2840'ON PECAN TREE AND THE 8-INCH OAK IS A PEAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1259 ***********************************************************************
 EZ1259  DESIGNATION -  39 EG 5
 EZ1259  PID         -  EZ1259
 EZ1259  STATE/COUNTY-  NC/CHATHAM
 EZ1259  USGS QUAD   -  SILER CITY (1988)
 EZ1259
 EZ1259                         *CURRENT SURVEY CONTROL
 EZ1259  ___________________________________________________________________
 EZ1259* NAD 83(2001)-  35 43 57.22238(N)    079 26 49.02073(W)     ADJUSTED  
 EZ1259* NAVD 88     -       176.336  (meters)     578.53   (feet)  ADJUSTED  
 EZ1259  ___________________________________________________________________
 EZ1259  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EZ1259  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ1259  DYNAMIC HT  -         176.188 (meters)     578.04  (feet)  COMP
 EZ1259  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 EZ1259
 EZ1259  HORZ ORDER  -  SECOND
 EZ1259  VERT ORDER  -  SECOND    CLASS II
 EZ1259
 EZ1259.The horizontal coordinates were established by classical geodetic methods
 EZ1259.and adjusted by the National Geodetic Survey in August 2005.
 EZ1259
 EZ1259.The orthometric height was determined by differential leveling
 EZ1259.and adjusted in June 1991.
 EZ1259
 EZ1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1259
 EZ1259.The geoid height was determined by GEOID03.
 EZ1259
 EZ1259.The dynamic height is computed by dividing the NAVD 88
 EZ1259.geopotential number by the normal gravity value computed on the
 EZ1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1259.degrees latitude (g = 980.6199 gals.).
 EZ1259
 EZ1259.The modeled gravity was interpolated from observed gravity values.
 EZ1259
 EZ1259;                    North         East     Units Scale Factor Converg.
 EZ1259;SPC NC       -   220,019.764   569,170.787   MT  0.99990771   -0 15 28.7
 EZ1259;SPC NC       -   721,848.18  1,867,354.49   sFT  0.99990771   -0 15 28.7
 EZ1259;UTM  17      - 3,955,398.113   640,449.271   MT  0.99984308   +0 54 25.7
 EZ1259
 EZ1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1259!SPC NC       -   0.99997710  x   0.99990771  =   0.99988481
 EZ1259!UTM  17      -   0.99997710  x   0.99984308  =   0.99982018
 EZ1259
 EZ1259|---------------------------------------------------------------------|
 EZ1259| PID    Reference Object                     Distance      Geod. Az  |
 EZ1259|                                                           dddmmss.s |
 EZ1259| EZ1258 THEATRE                              83.667 METERS 07522     |
 EZ1259| EZ1256 39 EG 6                             APPROX. 1.1 KM 0810723.5 |
 EZ1259| EZ1260 12 WC 18                            476.661 METERS 2761058.8 |
 EZ1259|---------------------------------------------------------------------|
 EZ1259
 EZ1259                          SUPERSEDED SURVEY CONTROL
 EZ1259
 EZ1259  NAD 83(1986)-  35 43 57.22564(N)    079 26 49.03062(W) AD(       ) 2
 EZ1259  NAD 27      -  35 43 56.72041(N)    079 26 49.95896(W) AD(       ) 2
 EZ1259  NGVD 29 (??/??/92)  176.55   (m)          579.2    (f) COMPUTED    2 2
 EZ1259
 EZ1259.Superseded values are not recommended for survey control.
 EZ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1259.See file dsdata.txt to determine how the superseded data were derived.
 EZ1259
 EZ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4044955398(NAD 83)
 EZ1259_MARKER: DD = SURVEY DISK
 EZ1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1259_STAMPING: 39 EG 5 1974
 EZ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1259+STABILITY: SURFACE MOTION
 EZ1259
 EZ1259  HISTORY     - Date     Condition        Report By
 EZ1259  HISTORY     - 1974     MONUMENTED       NCSHC
 EZ1259  HISTORY     - 1974     GOOD             NCHPWC
 EZ1259
 EZ1259                          STATION DESCRIPTION
 EZ1259
 EZ1259'DESCRIBED BY NC STATE HWYS COMM 1974 (JDB)
 EZ1259'39 EG 5 IS A TRAVERSE STATION ESTABLISHED BY N. C. STATE HIGHWAY
 EZ1259'COMMISSION IN THE VICINITY OF SILER CITY, NORTH CAROLINA IN 1974,
 EZ1259'AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 EZ1259'
 EZ1259'39 EG 5 IS LOCATED APPROXIMATELY IN THE NE SECTION OF SILER
 EZ1259'CITY.  TO REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN
 EZ1259'SILER CITY, PROCEED EAST ALONG U.S. 64 FOR 1.1 MILES TO STATION ON
 EZ1259'RIGHT APPROXIMATELY 75 FEET EAST OF A GULF SERVICE STATION.  AND
 EZ1259'0.05 MILE WEST OF INTERSECTION WITH SR 1107 (THIRD STREET).
 EZ1259'
 EZ1259'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EZ1259'STAMPED 39 EG 5 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ1259'TOP OF WHICH IS FLUSH WITH THE GROUND.
 EZ1259'
 EZ1259'MARK IS 75.5 FT S OF C/L OF U.S. 64
 EZ1259'
 EZ1259'67.5 FT NE OF NE CORNER OF GULF SERVICE STATION
 EZ1259'
 EZ1259'9.3 FT ENE OF NORTHERNMOST GULF SIGN POST (METAL)
 EZ1259
 EZ1259                          STATION RECOVERY (1974)
 EZ1259
 EZ1259'RECOVERY NOTE BY NC HWY AND P W COMM 1974
 EZ1259'IN SILER CITY.
 EZ1259'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER
 EZ1259'CITY, PROCEED EAST ALONG U.S. 64 FOR 1.1 MILES TO STATION ON
 EZ1259'RIGHT APPROXIMATELY 75 FEET EAST OF A GULF SERVICE STATION, AND
 EZ1259'0.05 MILE WEST OF INTERSECTION WITH SR 1107 (THIRD STREET),
 EZ1259'75.5 FT SOUTH OF C/L OF U.S. 64, 67.5 FT NE OF NE CORNER OF
 EZ1259'GULF SERVICE STATION, AND 9.3 FT ENE OF NORTHERNMOST GULF SIGN
 EZ1259'POST (METAL).  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE
 EZ1259'TOP OF WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1256 ***********************************************************************
 EZ1256  DESIGNATION -  39 EG 6
 EZ1256  PID         -  EZ1256
 EZ1256  STATE/COUNTY-  NC/CHATHAM
 EZ1256  USGS QUAD   -  SILER CITY (1988)
 EZ1256
 EZ1256                         *CURRENT SURVEY CONTROL
 EZ1256  ___________________________________________________________________
 EZ1256* NAD 83(2001)-  35 44 02.58387(N)    079 26 06.89999(W)     ADJUSTED  
 EZ1256* NAVD 88     -       174.947  (meters)     573.97   (feet)  ADJUSTED  
 EZ1256  ___________________________________________________________________
 EZ1256  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 EZ1256  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EZ1256  DYNAMIC HT  -         174.800 (meters)     573.49  (feet)  COMP
 EZ1256  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 EZ1256
 EZ1256  HORZ ORDER  -  SECOND
 EZ1256  VERT ORDER  -  SECOND    CLASS II
 EZ1256
 EZ1256.The horizontal coordinates were established by classical geodetic methods
 EZ1256.and adjusted by the National Geodetic Survey in August 2005.
 EZ1256
 EZ1256.The orthometric height was determined by differential leveling
 EZ1256.and adjusted in June 1991.
 EZ1256
 EZ1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1256
 EZ1256.The geoid height was determined by GEOID03.
 EZ1256
 EZ1256.The dynamic height is computed by dividing the NAVD 88
 EZ1256.geopotential number by the normal gravity value computed on the
 EZ1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1256.degrees latitude (g = 980.6199 gals.).
 EZ1256
 EZ1256.The modeled gravity was interpolated from observed gravity values.
 EZ1256
 EZ1256;                    North         East     Units Scale Factor Converg.
 EZ1256;SPC NC       -   220,180.288   570,229.887   MT  0.99990793   -0 15 04.4
 EZ1256;SPC NC       -   722,374.83  1,870,829.22   sFT  0.99990793   -0 15 04.4
 EZ1256;UTM  17      - 3,955,580.129   641,504.822   MT  0.99984674   +0 54 50.4
 EZ1256
 EZ1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1256!SPC NC       -   0.99997732  x   0.99990793  =   0.99988525
 EZ1256!UTM  17      -   0.99997732  x   0.99984674  =   0.99982406
 EZ1256
 EZ1256|---------------------------------------------------------------------|
 EZ1256| PID    Reference Object                     Distance      Geod. Az  |
 EZ1256|                                                           dddmmss.s |
 EZ1256| EZ1254 PHILLIPS                            398.095 METERS 08338     |
 EZ1256|---------------------------------------------------------------------|
 EZ1256
 EZ1256                          SUPERSEDED SURVEY CONTROL
 EZ1256
 EZ1256  NAD 83(1986)-  35 44 02.58729(N)    079 26 06.90986(W) AD(       ) 2
 EZ1256  NAD 27      -  35 44 02.08050(N)    079 26 07.83916(W) AD(       ) 2
 EZ1256  NGVD 29 (??/??/92)  175.16   (m)          574.7    (f) COMPUTED    2 2
 EZ1256
 EZ1256.Superseded values are not recommended for survey control.
 EZ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1256.See file dsdata.txt to determine how the superseded data were derived.
 EZ1256
 EZ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4150555580(NAD 83)
 EZ1256_MARKER: DD = SURVEY DISK
 EZ1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1256_STAMPING: 39 EG 6 1974
 EZ1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1256+STABILITY: SURFACE MOTION
 EZ1256
 EZ1256  HISTORY     - Date     Condition        Report By
 EZ1256  HISTORY     - 1974     MONUMENTED       NCSHC
 EZ1256  HISTORY     - 1974     GOOD             NCHPWC
 EZ1256  HISTORY     - 20041117 MARK NOT FOUND   GEOCAC
 EZ1256
 EZ1256                          STATION DESCRIPTION
 EZ1256
 EZ1256'DESCRIBED BY NC STATE HWYS COMM 1974 (JDB)
 EZ1256'39 EG 6 IS A TRAVERSE STATION ESTABLISHED BY N. C. STATE HIGHWAY
 EZ1256'COMMISSION IN THE VICINITY OF SILER CITY, NORTH CAROLINA IN 1974,
 EZ1256'AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 EZ1256'
 EZ1256'39 EG 6 IS LOCATED APPROXIMATELY 1.8 MILES ENE OF SILER CITY.  TO
 EZ1256'REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER CITY,
 EZ1256'PROCEED EAST ALONG U.S. 64 FOR 1.75 MILES TO LOVES CREEK BAPTIST
 EZ1256'CHURCH, ON LEFT, AND STATION APPROXIMATELY 75 FEET SE OF FRONT
 EZ1256'CHURCH STEPS.  AND 0.1 MILE WEST OF INTERSECTION WITH SR 1363.
 EZ1256'
 EZ1256'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 EZ1256'STAMPED 39 EG 6 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ1256'TOP OF WHICH IS FLUSH WITH THE GROUND.
 EZ1256'
 EZ1256'MARK IS 49.2 FT N OF C/L OF U.S. 64
 EZ1256'
 EZ1256'38.0 FT E OF EAST END OF BRICK CHURCH SIGN
 EZ1256'
 EZ1256'65.1 FT SSE OF SE CORNER OF CHURCH SANCTUARY
 EZ1256'
 EZ1256'38.5 FT W OF PP WITH LAMP WITH ALUMINUM REF. TAG
 EZ1256
 EZ1256                          STATION RECOVERY (1974)
 EZ1256
 EZ1256'RECOVERY NOTE BY NC HWY AND P W COMM 1974
 EZ1256'1.8 MI ENE FROM SILER CITY.
 EZ1256'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER
 EZ1256'CITY, PROCEED EAST ALONG U.S. 64 FOR 1.75 MILES TO LOVES CREEK
 EZ1256'BAPTIST CHURCH, ON LEFT, AND STATION APPROXIMATELY 75 FEET SE OF
 EZ1256'FRONT CHURCH STEPS, AND 0.1 MILE WEST OF INTERSECTION WITH SR 1363,
 EZ1256'49.2 FT NORTH OF C/L OF U.S. 64, 38.0 FT EAST OF EAST END OF
 EZ1256'BRICK CHURCH SIGN, 65.1 FT SSE OF SE CORNER OF CHURCH SANCTUARY,
 EZ1256'AND 38.5 FT WEST OF PP WITH LAMP WITH ALUMINUM REF. TAG.  DISK
 EZ1256'IS SET IN TOP OF CONCRETE CYLINDER THE TOP OF WHICH IS FLUSH
 EZ1256'WITH THE GROUND.
 EZ1256
 EZ1256                          STATION RECOVERY (2004)
 EZ1256
 EZ1256'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1256'MARK POSSIBLY LOST DURING WIDENING OF US-64 IN 1983-1984. ONLY
 EZ1256'REMAINING REFERENCE IS ALUM TAG ON POWER POLE. ACCORDING TO THE PASTOR
 EZ1256'OF LOVES CREEK BAPTIST CHURCH, THE BRICK SIGN REFERENCED IN NCSHC
 EZ1256'HISTORY WAS REPLACED WITH A METAL SIGN FARTHER FROM THE NEW TRAFFIC
 EZ1256'LANES. THE FRONT STEPS WERE REMOVED AND REPLACED WITH SIDE STEPS ON
 EZ1256'EAST AND WEST SIDES OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9650 ***********************************************************************
 AI9650  DESIGNATION -  39 HLZ
 AI9650  PID         -  AI9650
 AI9650  STATE/COUNTY-  NC/ALAMANCE
 AI9650  USGS QUAD   -  OSSIPEE (1970)
 AI9650
 AI9650                         *CURRENT SURVEY CONTROL
 AI9650  ___________________________________________________________________
 AI9650* NAD 83(1986)-  36 14 19.     (N)    079 31 12.     (W)     SCALED    
 AI9650* NAVD 88     -       235.462  (meters)     772.51   (feet)  ADJUSTED  
 AI9650  ___________________________________________________________________
 AI9650  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 AI9650  DYNAMIC HT  -         235.272 (meters)     771.89  (feet)  COMP
 AI9650  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 AI9650
 AI9650  VERT ORDER  -  SECOND    CLASS II
 AI9650
 AI9650.The horizontal coordinates were scaled from a topographic map and have
 AI9650.an estimated accuracy of +/- 6 seconds.
 AI9650
 AI9650.The orthometric height was determined by differential leveling
 AI9650.and adjusted in March 2001.
 AI9650.No vertical observational check was made to the station.
 AI9650
 AI9650.The geoid height was determined by GEOID03.
 AI9650
 AI9650.The dynamic height is computed by dividing the NAVD 88
 AI9650.geopotential number by the normal gravity value computed on the
 AI9650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9650.degrees latitude (g = 980.6199 gals.).
 AI9650
 AI9650.The modeled gravity was interpolated from observed gravity values.
 AI9650
 AI9650;                    North         East    Units  Estimated Accuracy
 AI9650;SPC NC       -   276,200.      562,860.      MT  (+/- 180 meters Scaled)
 AI9650
 AI9650                          SUPERSEDED SURVEY CONTROL
 AI9650
 AI9650.No superseded survey control is available for this station.
 AI9650
 AI9650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA329114(NAD 83)
 AI9650_MARKER: DB = BENCH MARK DISK
 AI9650_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI9650_SP_SET: GAS PUMP ISLAND
 AI9650_STAMPING: 39 HLZ 1967
 AI9650_MARK LOGO: USGS  
 AI9650_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9650+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1995
 AI9650
 AI9650  HISTORY     - Date     Condition        Report By
 AI9650  HISTORY     - 1967     MONUMENTED       USGS
 AI9650  HISTORY     - 19951011 GOOD             NCGS
 AI9650
 AI9650                          STATION DESCRIPTION
 AI9650
 AI9650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AI9650'STATION IS ABOUT 10.9 MI (17.5 KM) NORTH-NORTHWEST OF BURLINGTON AND
 AI9650'3.8 MI (6.1 KM) NORTH OF ALTAMAHAW.  ALONG NC 87 FOR 3.8 MI (6.1 KM)
 AI9650'NORTH OF THE BRIDGE OVER THE HAW RIVER TO THE OLD BUCKNER SERVICE
 AI9650'STATION, (NO LONGER IN SERVICE) , IN THE SOUTH END OF OLD GAS PUMP
 AI9650'ISLAND, OR 0.5 MI (0.8 KM) NORTH OF SR 1578 (TROXLER MILL RD) .  MARK
 AI9650'IS ABOUT LEVEL WITH NC 87 AND FLUSH WITH THE GAS PUMP ISLAND. LOCATED
 AI9650'69.5 FT (21.2 M) WEST OF THE CENTERLINE OF NC 87 AND 4.4 FT (1.3 M)
 AI9650'NORTH-NORTHWEST OF THE SOUTH END OF GAS PUMP ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8669 ***********************************************************************
 DF8669  DESIGNATION -  39 MEA
 DF8669  PID         -  DF8669
 DF8669  STATE/COUNTY-  NC/PERQUIMANS
 DF8669  USGS QUAD   -  NIXONTON (1982)
 DF8669
 DF8669                         *CURRENT SURVEY CONTROL
 DF8669  ___________________________________________________________________
 DF8669* NAD 83(2007)-  36 09 20.57516(N)    076 19 00.32624(W)     ADJUSTED  
 DF8669* NAVD 88     -         2.34   (meters)       7.7    (feet)  LEVELING  
 DF8669  ___________________________________________________________________
 DF8669  EPOCH DATE  -        2002.00
 DF8669  X           -   1,219,624.038 (meters)                     COMP
 DF8669  Y           -  -5,009,465.729 (meters)                     COMP
 DF8669  Z           -   3,742,135.671 (meters)                     COMP
 DF8669  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 DF8669  ELLIP HEIGHT-         -34.879 (meters)          (02/10/07) ADJUSTED
 DF8669  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 DF8669
 DF8669  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8669  Type    PID    Designation                      North   East  Ellip
 DF8669  -------------------------------------------------------------------
 DF8669  NETWORK DF8669 39 MEA                            0.82   0.74   1.33
 DF8669  -------------------------------------------------------------------
 DF8669  VERT ORDER  -  THIRD
 DF8669
 DF8669.The horizontal coordinates were established by GPS observations
 DF8669.and adjusted by the National Geodetic Survey in February 2007.
 DF8669
 DF8669.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8669.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8669.The horizontal coordinates are valid at the epoch date displayed above.
 DF8669.The epoch date for horizontal control is a decimal equivalence
 DF8669.of Year/Month/Day.
 DF8669
 DF8669.The orthometric height was determined by differential leveling.
 DF8669.The vertical network tie was performed by a horz. field party for horz.
 DF8669.obs reductions. Reset procedures were used to establish the elevation.
 DF8669
 DF8669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8669
 DF8669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8669
 DF8669.The ellipsoidal height was determined by GPS observations
 DF8669.and is referenced to NAD 83.
 DF8669
 DF8669.The geoid height was determined by GEOID03.
 DF8669
 DF8669;                    North         East     Units Scale Factor Converg.
 DF8669;SPC NC       -   270,141.567   851,025.640   MT  0.99999696   +1 32 55.3
 DF8669;SPC NC       -   886,289.46  2,792,073.29   sFT  0.99999696   +1 32 55.3
 DF8669;UTM  18      - 4,002,022.857   381,554.342   MT  0.99977286   -0 46 37.0
 DF8669
 DF8669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8669!SPC NC       -   1.00000547  x   0.99999696  =   1.00000243
 DF8669!UTM  18      -   1.00000547  x   0.99977286  =   0.99977833
 DF8669
 DF8669:                Primary Azimuth Mark                     Grid Az
 DF8669:SPC NC       -  HOPE                                     306 25 43.5
 DF8669:UTM  18      -  HOPE                                     308 45 15.8
 DF8669
 DF8669|---------------------------------------------------------------------|
 DF8669| PID    Reference Object                     Distance      Geod. Az  |
 DF8669|                                                           dddmmss.s |
 DF8669| DF8653 HOPE                                480.436 METERS 3075838.8 |
 DF8669|---------------------------------------------------------------------|
 DF8669
 DF8669                          SUPERSEDED SURVEY CONTROL
 DF8669
 DF8669  NAD 83(1986)-  36 09 20.59202(N)    076 19 00.34059(W) AD(       ) 1
 DF8669  NAD 83(2001)-  36 09 20.57566(N)    076 19 00.32578(W) AD(       ) 1
 DF8669  ELLIP H (10/17/03)  -34.895  (m)                       GP(       ) 5 1
 DF8669
 DF8669.Superseded values are not recommended for survey control.
 DF8669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8669.See file dsdata.txt to determine how the superseded data were derived.
 DF8669
 DF8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8155402023(NAD 83)
 DF8669_MARKER: DV = VERTICAL CONTROL DISK
 DF8669_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8669_STAMPING: 39 MEA 1976 9
 DF8669_MARK LOGO: USGS  
 DF8669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8669+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 DF8669
 DF8669  HISTORY     - Date     Condition        Report By
 DF8669  HISTORY     - 1976     MONUMENTED       USGS
 DF8669  HISTORY     - 19940112 GOOD             NCGS
 DF8669
 DF8669                          STATION DESCRIPTION
 DF8669
 DF8669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8669'RECOVERED IN GOOD CONDITION.
 DF8669'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHEAST OF WOODVILLE,
 DF8669'IN THE COMMUNITY OF DURANTS NECK.
 DF8669'ALONG SR 1329 FOR ABOUT 6 MI (9.7 KM) SOUTHEAST FROM SR 1367 (IN
 DF8669'WOODVILLE), AT SR 1300, IN THE NORTHWEST CORNER OF THE LAWN OF NEW
 DF8669'HOPE UNITED METHODIST CHURCH.
 DF8669'MARK IS ABOUT LEVEL WITH THE INTERSECTION AND IS FLUSH WITH THE
 DF8669'GROUND. LOCATED 36.0 FT (11.0 M) SOUTHWEST OF THE INTERSECTION, 19.0
 DF8669'FT (5.8 M) SOUTHEAST OF THE CENTERLINE OF SR 1318, AND 2.0 FT (0.6 M)
 DF8669'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2372 ***********************************************************************
 FY2372  DESIGNATION -  39 RJN
 FY2372  PID         -  FY2372
 FY2372  STATE/COUNTY-  NC/PERSON
 FY2372  USGS QUAD   -  OLIVE HILL (1994)
 FY2372
 FY2372                         *CURRENT SURVEY CONTROL
 FY2372  ___________________________________________________________________
 FY2372* NAD 83(1986)-  36 23 09.     (N)    079 06 28.     (W)     SCALED    
 FY2372* NAVD 88     -       131.600  (meters)     431.76   (feet)  ADJUSTED  
 FY2372  ___________________________________________________________________
 FY2372  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FY2372  DYNAMIC HT  -         131.497 (meters)     431.42  (feet)  COMP
 FY2372  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 FY2372
 FY2372  VERT ORDER  -  FIRST     CLASS II
 FY2372
 FY2372.The horizontal coordinates were scaled from a topographic map and have
 FY2372.an estimated accuracy of +/- 6 seconds.
 FY2372
 FY2372.The orthometric height was determined by differential leveling
 FY2372.and adjusted in June 1991.
 FY2372
 FY2372.The geoid height was determined by GEOID03.
 FY2372
 FY2372.The dynamic height is computed by dividing the NAVD 88
 FY2372.geopotential number by the normal gravity value computed on the
 FY2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2372.degrees latitude (g = 980.6199 gals.).
 FY2372
 FY2372.The modeled gravity was interpolated from observed gravity values.
 FY2372
 FY2372;                    North         East    Units  Estimated Accuracy
 FY2372;SPC NC       -   292,420.      599,930.      MT  (+/- 180 meters Scaled)
 FY2372
 FY2372                          SUPERSEDED SURVEY CONTROL
 FY2372
 FY2372  NGVD 29 (03/05/92)  131.843  (m)          432.55   (f) ADJUSTED    1 2
 FY2372
 FY2372.Superseded values are not recommended for survey control.
 FY2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2372.See file dsdata.txt to determine how the superseded data were derived.
 FY2372
 FY2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA697284(NAD 83)
 FY2372_MARKER: DB = BENCH MARK DISK
 FY2372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2372_SP_SET: WINGWALL
 FY2372_STAMPING: 39 RJN 1964 433
 FY2372_MARK LOGO: USGS  
 FY2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2372+STABILITY: SURFACE MOTION
 FY2372
 FY2372  HISTORY     - Date     Condition        Report By
 FY2372  HISTORY     - 1964     MONUMENTED       USGS
 FY2372  HISTORY     - 1982     GOOD             NCGS
 FY2372
 FY2372                          STATION DESCRIPTION
 FY2372
 FY2372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2372'3.0 MI EAST FROM LEASBURG.
 FY2372'ALONG US 158, 2.4 MILES EAST OF THE CASWELL-PERSON COUNTY LINE, IN
 FY2372'SOUTHWEST WINGWALL OF BRIDGE OVER SOUTH HYCO CREEK.
 FY2372'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0235 ***********************************************************************
 EX0235  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0235  DESIGNATION -  3960 B
 EX0235  PID         -  EX0235
 EX0235  STATE/COUNTY-  NC/DARE
 EX0235  USGS QUAD   -  BUXTON (1983)
 EX0235
 EX0235                         *CURRENT SURVEY CONTROL
 EX0235  ___________________________________________________________________
 EX0235* NAD 83(1986)-  35 20 49.     (N)    075 30 12.     (W)     SCALED    
 EX0235* NAVD 88     -         1.281  (meters)       4.20   (feet)  ADJUSTED  
 EX0235  ___________________________________________________________________
 EX0235  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0235  DYNAMIC HT  -           1.280 (meters)       4.20  (feet)  COMP
 EX0235  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 EX0235
 EX0235  VERT ORDER  -  SECOND    CLASS I
 EX0235
 EX0235.The horizontal coordinates were scaled from a topographic map and have
 EX0235.an estimated accuracy of +/- 6 seconds.
 EX0235
 EX0235.The orthometric height was determined by differential leveling
 EX0235.and adjusted in June 1991.
 EX0235
 EX0235.This Tidal Bench Mark is designated as VM 14902
 EX0235.by the Center for Operational Oceanographic Products and Services.
 EX0235
 EX0235.The geoid height was determined by GEOID03.
 EX0235
 EX0235.The dynamic height is computed by dividing the NAVD 88
 EX0235.geopotential number by the normal gravity value computed on the
 EX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0235.degrees latitude (g = 980.6199 gals.).
 EX0235
 EX0235.The modeled gravity was interpolated from observed gravity values.
 EX0235
 EX0235;                    North         East    Units  Estimated Accuracy
 EX0235;SPC NC       -   182,750.      927,350.      MT  (+/- 180 meters Scaled)
 EX0235
 EX0235                          SUPERSEDED SURVEY CONTROL
 EX0235
 EX0235  NGVD 29 (??/??/92)    1.604  (m)            5.26   (f) ADJ UNCH    2 1
 EX0235
 EX0235.Superseded values are not recommended for survey control.
 EX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0235.See file dsdata.txt to determine how the superseded data were derived.
 EX0235
 EX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE542116(NAD 83)
 EX0235_MARKER: DJ = TIDAL STATION DISK
 EX0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0235_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0235_STAMPING: 3960B 1976
 EX0235_MARK LOGO: NOS   
 EX0235_PROJECTION: FLUSH
 EX0235_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0235_ROD/PIPE-DEPTH: 12.2 meters
 EX0235
 EX0235  HISTORY     - Date     Condition        Report By
 EX0235  HISTORY     - 1976     MONUMENTED       NOS
 EX0235  HISTORY     - 1977     GOOD             NGS
 EX0235  HISTORY     - 19850101 GOOD             NCGS
 EX0235  HISTORY     - 20000620 MARK NOT FOUND   NCDOT
 EX0235
 EX0235                          STATION DESCRIPTION
 EX0235
 EX0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0235'0.5 MI SOUTH FROM AVON.
 EX0235'0.5 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT AVON, 63
 EX0235'FEET NORTH OF THE CENTER OF THE PAVED ROAD LEADING EAST TO THE AVON
 EX0235'CAMPGROUND OFFICE, AND 2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 EX0235'WOODEN WALKWAY AROUND THE OFFICE.
 EX0235
 EX0235                          STATION RECOVERY (1985)
 EX0235
 EX0235'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0235'RECOVERED AS DESCRIBED.  MARK IS ALSO 3.54 M (11.61 FT) SOUTHEAST OF
 EX0235'THE SOUTHEAST CORNER OF THE OFFICE BUILDING, AND 12.62 M (41.40 FT)
 EX0235'EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 EX0235
 EX0235                          STATION RECOVERY (2000)
 EX0235
 EX0235'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0235'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9272 ***********************************************************************
 DE9272  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9272  DESIGNATION -  39E 200
 DE9272  PID         -  DE9272
 DE9272  STATE/COUNTY-  NC/GUILFORD
 DE9272  USGS QUAD   -  GREENSBORO (1994)
 DE9272
 DE9272                         *CURRENT SURVEY CONTROL
 DE9272  ___________________________________________________________________
 DE9272* NAD 83(2007)-  36 02 31.08795(N)    079 46 10.39502(W)     ADJUSTED  
 DE9272* NAVD 88     -       224.22   (meters)     735.6    (feet)  GPS OBS   
 DE9272  ___________________________________________________________________
 DE9272  EPOCH DATE  -        2002.00
 DE9272  X           -     917,062.546 (meters)                     COMP
 DE9272  Y           -  -5,081,325.429 (meters)                     COMP
 DE9272  Z           -   3,732,072.020 (meters)                     COMP
 DE9272  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 DE9272  ELLIP HEIGHT-         193.555 (meters)          (02/10/07) ADJUSTED
 DE9272  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE9272
 DE9272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9272  Type    PID    Designation                      North   East  Ellip
 DE9272  -------------------------------------------------------------------
 DE9272  NETWORK DE9272 39E 200                           1.35   1.04   1.92
 DE9272  -------------------------------------------------------------------
 DE9272
 DE9272.The horizontal coordinates were established by GPS observations
 DE9272.and adjusted by the National Geodetic Survey in February 2007.
 DE9272
 DE9272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9272.The horizontal coordinates are valid at the epoch date displayed above.
 DE9272.The epoch date for horizontal control is a decimal equivalence
 DE9272.of Year/Month/Day.
 DE9272
 DE9272.The orthometric height was determined by GPS observations and a
 DE9272.high-resolution geoid model.
 DE9272.The orthometric height was determined by GPS observations and a
 DE9272.high-resolution geoid model using precise GPS observation and
 DE9272.processing techniques.
 DE9272
 DE9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9272
 DE9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9272
 DE9272.The ellipsoidal height was determined by GPS observations
 DE9272.and is referenced to NAD 83.
 DE9272
 DE9272.The geoid height was determined by GEOID03.
 DE9272
 DE9272;                    North         East     Units Scale Factor Converg.
 DE9272;SPC NC       -   254,526.171   540,255.103   MT  0.99996758   -0 26 39.0
 DE9272;SPC NC       -   835,057.95  1,772,486.95   sFT  0.99996758   -0 26 39.0
 DE9272;UTM  17      - 3,989,303.766   610,841.013   MT  0.99975138   +0 43 26.5
 DE9272
 DE9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9272!SPC NC       -   0.99996962  x   0.99996758  =   0.99993720
 DE9272!UTM  17      -   0.99996962  x   0.99975138  =   0.99972101
 DE9272
 DE9272                          SUPERSEDED SURVEY CONTROL
 DE9272
 DE9272  NAD 83(2001)-  36 02 31.08821(N)    079 46 10.39479(W) AD(       ) 1
 DE9272  ELLIP H (03/13/03)  193.551  (m)                       GP(       ) 4 2
 DE9272  NAD 83(1986)-  36 02 31.09385(N)    079 46 10.40157(W) AD(       ) 1
 DE9272
 DE9272.Superseded values are not recommended for survey control.
 DE9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9272.See file dsdata.txt to determine how the superseded data were derived.
 DE9272
 DE9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1084189304(NAD 83)
 DE9272_MARKER: DD = SURVEY DISK
 DE9272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9272_STAMPING: 39E.200 7/97
 DE9272_MARK LOGO: NC1940
 DE9272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9272+STABILITY: SURFACE MOTION
 DE9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9272+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9272
 DE9272  HISTORY     - Date     Condition        Report By
 DE9272  HISTORY     - 1997     MONUMENTED       NC1940
 DE9272
 DE9272                          STATION DESCRIPTION
 DE9272
 DE9272'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9272'STATION IS LOCATED IN GREENSBORO, ABOUT 2.5 MI (4.0 KM)
 DE9272'SOUTH-SOUTHEAST OF THE CITY/COUNTY DOWNTOWN COMPLEX, AT THE
 DE9272'INTERSECTION OF ALAMANCE CHURCH ROAD AND ROTHERWOOD ROAD.
 DE9272'PROCEED ALONG JOSEPH M HUNT/US 421 FOR 0.2 MI (0.3 KM) SOUTH FROM THE
 DE9272'I-40 AND I-85 OVERPASS, THENCE LEFT/EAST FOR 0.1 MI (0.2 KM) ALONG
 DE9272'ALAMANCE CHURCH ROAD, THENCE LEFT/NORTHEAST FOR 0.05 MI (0.08 KM)
 DE9272'ALONG ROTHERWOOD ROAD TO STATION IN NORTHWEST QUADRANT OF INTERSECTION
 DE9272'WITH PAVED ENTRANCE INTO A SMALL SHOPPING CENTER WHICH CONTAINS AN ABC
 DE9272'STORE.
 DE9272'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROTHERWOOD ROAD AND
 DE9272'RECESSED 1-INCH BELOW GROUND. LOCATED 38.1 FT (11.6 M) NORTH OF THE
 DE9272'CENTERLINE OF ROTHERWOOD ROAD, 21.7 FT (6.6 M) WEST OF CENTERLINE OF
 DE9272'ENTRANCE TO SHOPPING CENTER, 69.6 FT (21.2 M) EAST OF THE NORTHEAST
 DE9272'CORNER OF PAD FOR EASTERN OF TWO WATER BOXES, 96.2 FT (29.3 M)
 DE9272'EAST-NORTHEAST OF A FIRE HYDRANT, AND 58.9 FT (18.0 M) SOUTHWEST AND
 DE9272'ACROSS DRIVE FROM A LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9271 ***********************************************************************
 DE9271  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9271  DESIGNATION -  39W 200
 DE9271  PID         -  DE9271
 DE9271  STATE/COUNTY-  NC/GUILFORD
 DE9271  USGS QUAD   -  GREENSBORO (1994)
 DE9271
 DE9271                         *CURRENT SURVEY CONTROL
 DE9271  ___________________________________________________________________
 DE9271* NAD 83(2007)-  36 02 25.01902(N)    079 46 31.21887(W)     ADJUSTED  
 DE9271* NAVD 88     -       223.49   (meters)     733.2    (feet)  GPS OBS   
 DE9271  ___________________________________________________________________
 DE9271  EPOCH DATE  -        2002.00
 DE9271  X           -     916,568.977 (meters)                     COMP
 DE9271  Y           -  -5,081,525.713 (meters)                     COMP
 DE9271  Z           -   3,731,920.327 (meters)                     COMP
 DE9271  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DE9271  ELLIP HEIGHT-         192.817 (meters)          (02/10/07) ADJUSTED
 DE9271  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9271
 DE9271  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9271  Type    PID    Designation                      North   East  Ellip
 DE9271  -------------------------------------------------------------------
 DE9271  NETWORK DE9271 39W 200                           1.25   0.96   1.80
 DE9271  -------------------------------------------------------------------
 DE9271
 DE9271.The horizontal coordinates were established by GPS observations
 DE9271.and adjusted by the National Geodetic Survey in February 2007.
 DE9271
 DE9271.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9271.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9271.The horizontal coordinates are valid at the epoch date displayed above.
 DE9271.The epoch date for horizontal control is a decimal equivalence
 DE9271.of Year/Month/Day.
 DE9271
 DE9271.The orthometric height was determined by GPS observations and a
 DE9271.high-resolution geoid model.
 DE9271.The orthometric height was determined by GPS observations and a
 DE9271.high-resolution geoid model using precise GPS observation and
 DE9271.processing techniques.
 DE9271
 DE9271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9271
 DE9271.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9271
 DE9271.The ellipsoidal height was determined by GPS observations
 DE9271.and is referenced to NAD 83.
 DE9271
 DE9271.The geoid height was determined by GEOID03.
 DE9271
 DE9271;                    North         East     Units Scale Factor Converg.
 DE9271;SPC NC       -   254,343.182   539,732.408   MT  0.99996718   -0 26 51.0
 DE9271;SPC NC       -   834,457.59  1,770,772.08   sFT  0.99996718   -0 26 51.0
 DE9271;UTM  17      - 3,989,110.200   610,322.270   MT  0.99974997   +0 43 14.2
 DE9271
 DE9271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9271!SPC NC       -   0.99996974  x   0.99996718  =   0.99993692
 DE9271!UTM  17      -   0.99996974  x   0.99974997  =   0.99971972
 DE9271
 DE9271                          SUPERSEDED SURVEY CONTROL
 DE9271
 DE9271  NAD 83(2001)-  36 02 25.01930(N)    079 46 31.21863(W) AD(       ) 1
 DE9271  ELLIP H (03/13/03)  192.812  (m)                       GP(       ) 4 2
 DE9271  NAD 83(1986)-  36 02 25.02493(N)    079 46 31.22546(W) AD(       ) 1
 DE9271
 DE9271.Superseded values are not recommended for survey control.
 DE9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9271.See file dsdata.txt to determine how the superseded data were derived.
 DE9271
 DE9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1032289110(NAD 83)
 DE9271_MARKER: DD = SURVEY DISK
 DE9271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9271_STAMPING: 39W.200 7/97
 DE9271_MARK LOGO: NC1940
 DE9271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9271+STABILITY: SURFACE MOTION
 DE9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9271+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9271
 DE9271  HISTORY     - Date     Condition        Report By
 DE9271  HISTORY     - 1997     MONUMENTED       NC1940
 DE9271
 DE9271                          STATION DESCRIPTION
 DE9271
 DE9271'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9271'STATION IS LOCATED IN GREENSBORO, ABOUT 2.2 MI (3.5 KM)
 DE9271'SOUTH-SOUTHEAST OF THE CITY/COUNTY DOWNTOWN COMPLEX, ALONG PATTON
 DE9271'AVENUE BETWEEN US 421 AND BRIDGE OVER I-40, AT THE FCR GREENSBORO
 DE9271'RECYCLING FACILITY EDUCATION CENTER.
 DE9271'ALONG PATTON AVENUE FOR 0.15 MI (0.24 KM) WEST FROM US 421 TO STATION
 DE9271'ON LEFT/SOUTH SIDE OF ROAD, ABOUT 250-FEET EAST OF BROOME ROAD AND ON
 DE9271'EAST SIDE OF DRIVEWAY TO RECYCLING CENTER.
 DE9271'MARK IS ABOUT 1.5-FEET HIGHER THAN THE CENTER OF AVENUE AND FLUSH WITH
 DE9271'THE GROUND. LOCATED 48.5 FT (14.8 M) SOUTH OF THE CENTERLINE OF PATTON
 DE9271'AVENUE, 46.5 FT (14.2 M) EAST OF CENTERLINE OF DRIVEWAY, 18.1 FT (5.5
 DE9271'M) SOUTHEAST OF EAST END OF 18-INCH DRIVEWAY CULVERT, 17.2 FT (5.2 M)
 DE9271'NORTHEAST OF A CHAIN LINK FENCE CORNER, AND 8.9 FT (2.7 M) NORTH OF
 DE9271'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9936 ***********************************************************************
 AH9936  SACS        -  This is a Secondary Airport Control Station.
 AH9936  DESIGNATION -  3A3 A
 AH9936  PID         -  AH9936
 AH9936  STATE/COUNTY-  NC/ANSON
 AH9936  USGS QUAD   -  ANSONVILLE (1983)
 AH9936
 AH9936                         *CURRENT SURVEY CONTROL
 AH9936  ___________________________________________________________________
 AH9936* NAD 83(2007)-  35 00 52.05273(N)    080 04 28.04475(W)     ADJUSTED  
 AH9936* NAVD 88     -        94.870  (meters)     311.25   (feet)  ADJUSTED  
 AH9936  ___________________________________________________________________
 AH9936  EPOCH DATE  -        2002.00
 AH9936  X           -     901,409.995 (meters)                     COMP
 AH9936  Y           -  -5,151,286.159 (meters)                     COMP
 AH9936  Z           -   3,639,217.624 (meters)                     COMP
 AH9936  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AH9936  ELLIP HEIGHT-          64.183 (meters)          (02/10/07) ADJUSTED
 AH9936  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AH9936  DYNAMIC HT  -          94.784 (meters)     310.97  (feet)  COMP
 AH9936
 AH9936  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9936  Type    PID    Designation                      North   East  Ellip
 AH9936  -------------------------------------------------------------------
 AH9936  NETWORK AH9936 3A3 A                             0.37   0.27   1.27
 AH9936  -------------------------------------------------------------------
 AH9936  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 AH9936
 AH9936  VERT ORDER  -  SECOND    CLASS II
 AH9936
 AH9936.This mark is at Anson County Airport (3A3)
 AH9936
 AH9936.The horizontal coordinates were established by GPS observations
 AH9936.and adjusted by the National Geodetic Survey in February 2007.
 AH9936
 AH9936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9936.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9936.The horizontal coordinates are valid at the epoch date displayed above.
 AH9936.The epoch date for horizontal control is a decimal equivalence
 AH9936.of Year/Month/Day.
 AH9936
 AH9936.The orthometric height was determined by differential leveling
 AH9936.and adjusted in July 1999.
 AH9936.No vertical observational check was made to the station.
 AH9936
 AH9936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9936
 AH9936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9936
 AH9936.The ellipsoidal height was determined by GPS observations
 AH9936.and is referenced to NAD 83.
 AH9936
 AH9936.The geoid height was determined by GEOID03.
 AH9936
 AH9936.The dynamic height is computed by dividing the NAVD 88
 AH9936.geopotential number by the normal gravity value computed on the
 AH9936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9936.degrees latitude (g = 980.6199 gals.).
 AH9936
 AH9936.The modeled gravity was interpolated from observed gravity values.
 AH9936
 AH9936;                    North         East     Units Scale Factor Converg.
 AH9936;SPC NC       -   140,797.203   511,546.848   MT  0.99988112   -0 37 12.5
 AH9936;SPC NC       -   461,932.16  1,678,299.95   sFT  0.99988112   -0 37 12.5
 AH9936;UTM  17      - 3,875,037.889   584,443.747   MT  0.99968788   +0 31 51.9
 AH9936
 AH9936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9936!SPC NC       -   0.99998993  x   0.99988112  =   0.99987105
 AH9936!UTM  17      -   0.99998993  x   0.99968788  =   0.99967781
 AH9936
 AH9936                          SUPERSEDED SURVEY CONTROL
 AH9936
 AH9936  NAD 83(2001)-  35 00 52.05263(N)    080 04 28.04506(W) AD(       ) 1
 AH9936  ELLIP H (02/10/03)   64.203  (m)                       GP(       ) 4 2
 AH9936  NAD 83(1995)-  35 00 52.05307(N)    080 04 28.04461(W) AD(       ) 1
 AH9936  ELLIP H (08/06/99)   64.194  (m)                       GP(       ) 4 2
 AH9936  NAVD 88 (08/06/99)   94.87   (m)          311.3    (f) LEVELING    3  
 AH9936
 AH9936.Superseded values are not recommended for survey control.
 AH9936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9936.See file dsdata.txt to determine how the superseded data were derived.
 AH9936
 AH9936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8444475038(NAD 83)
 AH9936_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9936_STAMPING: 3A3 A 1997
 AH9936_MARK LOGO: NGS   
 AH9936_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9936+STABILITY: SURFACE MOTION
 AH9936
 AH9936  HISTORY     - Date     Condition        Report By
 AH9936  HISTORY     - 1997     MONUMENTED       NCGS
 AH9936  HISTORY     - 20041101 SEE DESCRIPTION  NCGS
 AH9936
 AH9936                          STATION DESCRIPTION
 AH9936
 AH9936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9936'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHEAST OF WADESBORO,
 AH9936'ON THE SOUTHEAST SIDE OF ANSON COUNTY AIRPORT IN A PASTURE AND ON TOP
 AH9936'OF A SMALL KNOLL. THIS LAND IS A 1997-1998 ACQUISITION OF THE AIRPORT.
 AH9936'OWNERSHIP--ANSON AIRPORT, BOBBY LEE HANCOCK MANAGER ROUTE 2 BOX 395A,
 AH9936'WADESBORO N.C. 28178, TELEPHONE-704 694 2516. PROCEED ALONG NC 109 FOR
 AH9936'0.75 MI (1.21 KM) NORTH-NORTHEAST FROM US 74 IN WADESBORO, THENCE
 AH9936'NORTH FOR 2.55 MI (4.10 KM) ALONG SR 1645-AIRPORT ROAD, THENCE THROUGH
 AH9936'A GATE ON RIGHT AND 0.15 MI (0.24 KM) NORTHEAST THROUGH PASTURE TO
 AH9936'APEX OF HILL AND STATION. MARK IS FLUSH WITH THE GROUND.  LOCATED
 AH9936'735.0 FT (224.0 M) EAST OF THE CENTERLINE OF SR 1645, 169.2 FT (51.6
 AH9936'M) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST AT WEST EDGE OF A
 AH9936'POND--AND, 167.0 FT (50.9 M) SOUTH-SOUTHWEST OF A 10-INCH PINE, 503.5
 AH9936'FT (153.5 M) NORTHWEST OF THE NORTH GATE POST ALONG THE EAST FENCE OF
 AH9936'THE PASTURE AND 241.3 FT (73.5 M) WEST OF WOOD FENCE POST--ALL WITH
 AH9936'REFERENCE TAGS. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AH9936'CONTROL STATION.
 AH9936
 AH9936                          STATION RECOVERY (2004)
 AH9936
 AH9936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (TRW)
 AH9936'MONUMENT IS DESTROYED, RECOVERED OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9369 ***********************************************************************
 DE9369  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9369  DESIGNATION -  3E 253
 DE9369  PID         -  DE9369
 DE9369  STATE/COUNTY-  NC/GUILFORD
 DE9369  USGS QUAD   -  GREENSBORO (1994)
 DE9369
 DE9369                         *CURRENT SURVEY CONTROL
 DE9369  ___________________________________________________________________
 DE9369* NAD 83(2007)-  36 05 06.58002(N)    079 46 09.77556(W)     ADJUSTED  
 DE9369* NAVD 88     -       232.68   (meters)     763.4    (feet)  GPS OBS   
 DE9369  ___________________________________________________________________
 DE9369  EPOCH DATE  -        2002.00
 DE9369  X           -     916,577.881 (meters)                     COMP
 DE9369  Y           -  -5,078,552.701 (meters)                     COMP
 DE9369  Z           -   3,735,951.196 (meters)                     COMP
 DE9369  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 DE9369  ELLIP HEIGHT-         201.834 (meters)          (02/10/07) ADJUSTED
 DE9369  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DE9369
 DE9369  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9369  Type    PID    Designation                      North   East  Ellip
 DE9369  -------------------------------------------------------------------
 DE9369  NETWORK DE9369 3E 253                            1.72   1.18   2.06
 DE9369  -------------------------------------------------------------------
 DE9369
 DE9369.The horizontal coordinates were established by GPS observations
 DE9369.and adjusted by the National Geodetic Survey in February 2007.
 DE9369
 DE9369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9369.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9369.The horizontal coordinates are valid at the epoch date displayed above.
 DE9369.The epoch date for horizontal control is a decimal equivalence
 DE9369.of Year/Month/Day.
 DE9369
 DE9369.The orthometric height was determined by GPS observations and a
 DE9369.high-resolution geoid model.
 DE9369.The orthometric height was determined by GPS observations and a
 DE9369.high-resolution geoid model using precise GPS observation and
 DE9369.processing techniques.
 DE9369
 DE9369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9369
 DE9369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9369
 DE9369.The ellipsoidal height was determined by GPS observations
 DE9369.and is referenced to NAD 83.
 DE9369
 DE9369.The geoid height was determined by GEOID03.
 DE9369
 DE9369;                    North         East     Units Scale Factor Converg.
 DE9369;SPC NC       -   259,318.396   540,307.752   MT  0.99997827   -0 26 38.6
 DE9369;SPC NC       -   850,780.44  1,772,659.68   sFT  0.99997827   -0 26 38.6
 DE9369;UTM  17      - 3,994,095.006   610,795.927   MT  0.99975126   +0 43 29.6
 DE9369
 DE9369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9369!SPC NC       -   0.99996832  x   0.99997827  =   0.99994659
 DE9369!UTM  17      -   0.99996832  x   0.99975126  =   0.99971959
 DE9369
 DE9369                          SUPERSEDED SURVEY CONTROL
 DE9369
 DE9369  NAD 83(2001)-  36 05 06.58030(N)    079 46 09.77548(W) AD(       ) 1
 DE9369  ELLIP H (03/13/03)  201.832  (m)                       GP(       ) 4 2
 DE9369  NAD 83(1986)-  36 05 06.58639(N)    079 46 09.78219(W) AD(       ) 1
 DE9369
 DE9369.Superseded values are not recommended for survey control.
 DE9369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9369.See file dsdata.txt to determine how the superseded data were derived.
 DE9369
 DE9369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1079694095(NAD 83)
 DE9369_MARKER: I = METAL ROD
 DE9369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9369_MARK LOGO: NC1940
 DE9369_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9369+STABILITY: SURFACE MOTION
 DE9369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9369+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9369
 DE9369  HISTORY     - Date     Condition        Report By
 DE9369  HISTORY     - 1997     MONUMENTED       NC1940
 DE9369  HISTORY     - 20050307 GOOD             USPSQD
 DE9369  HISTORY     - 20060802 GOOD             USPSQD
 DE9369
 DE9369                          STATION DESCRIPTION
 DE9369
 DE9369'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9369'STATION IS LOCATED IN GREENSBORO, ABOUT 1.5 MI (2.4 KM) NORTHEAST OF
 DE9369'THE DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF EAST BESSEMER
 DE9369'AVENUE AND EAST LINDSEY STREET.
 DE9369'PROCEED ALONG SUMMIT AVENUE (US 29A) FOR 0.2 MI (0.3 KM) SOUTH FROM
 DE9369'THE WENDOVER AVENUE (US 220) UNDERPASS, THENCE LEFT/EAST ALONG
 DE9369'BESSEMER AVENUE FOR 0.4 MI (0.6 KM) TO STATION IN THE NORTHEAST
 DE9369'QUADRANT OF THE INTERSECTION WITH LINDSEY STREET.
 DE9369'MARK IS ABOUT 18-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND
 DE9369'ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF BESSEMER AVENUE. LOCATED 1.3
 DE9369'FT (0.4 M) NORTH OF THE EDGE OF PAVEMENT OF BESSEMER AVENUE, 6.0 FT
 DE9369'(1.8 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF CONCRETE BASE FOR
 DE9369'AN ELECTRIC BOX PAD, 4.7 FT (1.4 M) SOUTHEAST OF THE CENTER OF A
 DE9369'MANHOLE IN CATCH-BASIN STRUCTURE WITHIN CURB RADIUS, AND 6.3 FT (1.9
 DE9369'M) SOUTHEAST OF A POWER POLE (1224-JO78).
 DE9369
 DE9369                          STATION RECOVERY (2005)
 DE9369
 DE9369'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9369'RECOVERED IN GOOD CONDITION.
 DE9369
 DE9369                          STATION RECOVERY (2006)
 DE9369
 DE9369'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0929 ***********************************************************************
 AI0929  PACS        -  This is a Primary Airport Control Station.
 AI0929  DESIGNATION -  3N8 A
 AI0929  PID         -  AI0929
 AI0929  STATE/COUNTY-  NC/CABARRUS
 AI0929  USGS QUAD   -  KANNAPOLIS (1993)
 AI0929
 AI0929                         *CURRENT SURVEY CONTROL
 AI0929  ___________________________________________________________________
 AI0929* NAD 83(2007)-  35 23 06.18176(N)    080 42 31.29439(W)     ADJUSTED  
 AI0929* NAVD 88     -       200.332  (meters)     657.26   (feet)  ADJUSTED  
 AI0929  ___________________________________________________________________
 AI0929  EPOCH DATE  -        2002.00
 AI0929  X           -     840,521.165 (meters)                     COMP
 AI0929  Y           -  -5,137,644.357 (meters)                     COMP
 AI0929  Z           -   3,672,876.047 (meters)                     COMP
 AI0929  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AI0929  ELLIP HEIGHT-         169.776 (meters)          (02/10/07) ADJUSTED
 AI0929  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AI0929  DYNAMIC HT  -         200.150 (meters)     656.66  (feet)  COMP
 AI0929
 AI0929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0929  Type    PID    Designation                      North   East  Ellip
 AI0929  -------------------------------------------------------------------
 AI0929  NETWORK AI0929 3N8 A                             0.39   0.43   1.06
 AI0929  -------------------------------------------------------------------
 AI0929  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 AI0929
 AI0929  VERT ORDER  -  SECOND    CLASS II
 AI0929
 AI0929.This mark is at Concord Regional Airport (3N8)
 AI0929
 AI0929.The horizontal coordinates were established by GPS observations
 AI0929.and adjusted by the National Geodetic Survey in February 2007.
 AI0929
 AI0929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0929.The horizontal coordinates are valid at the epoch date displayed above.
 AI0929.The epoch date for horizontal control is a decimal equivalence
 AI0929.of Year/Month/Day.
 AI0929
 AI0929.The orthometric height was determined by differential leveling
 AI0929.and adjusted in March 2006.
 AI0929.No vertical observational check was made to the station.
 AI0929
 AI0929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0929
 AI0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0929
 AI0929.The ellipsoidal height was determined by GPS observations
 AI0929.and is referenced to NAD 83.
 AI0929
 AI0929.The geoid height was determined by GEOID03.
 AI0929
 AI0929.The dynamic height is computed by dividing the NAVD 88
 AI0929.geopotential number by the normal gravity value computed on the
 AI0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0929.degrees latitude (g = 980.6199 gals.).
 AI0929
 AI0929.The modeled gravity was interpolated from observed gravity values.
 AI0929
 AI0929;                    North         East     Units Scale Factor Converg.
 AI0929;SPC NC       -   182,712.297   454,379.028   MT  0.99987529   -0 59 10.3
 AI0929;SPC NC       -   599,448.59  1,490,741.86   sFT  0.99987529   -0 59 10.3
 AI0929;UTM  17      - 3,915,784.006   526,457.169   MT  0.99960863   +0 10 07.3
 AI0929
 AI0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0929!SPC NC       -   0.99997335  x   0.99987529  =   0.99984865
 AI0929!UTM  17      -   0.99997335  x   0.99960863  =   0.99958199
 AI0929
 AI0929:                Primary Azimuth Mark                     Grid Az
 AI0929:SPC NC       -  CONCORD CBL 3N8 000                      348 56 14.6
 AI0929:UTM  17      -  CONCORD CBL 3N8 000                      347 46 57.0
 AI0929
 AI0929|---------------------------------------------------------------------|
 AI0929| PID    Reference Object                     Distance      Geod. Az  |
 AI0929|                                                           dddmmss.s |
 AI0929| AI0930 CONCORD CBL 3N8 000                 APPROX. 0.5 KM 3475704.3 |
 AI0929|---------------------------------------------------------------------|
 AI0929
 AI0929                          SUPERSEDED SURVEY CONTROL
 AI0929
 AI0929  NAD 83(2001)-  35 23 06.18190(N)    080 42 31.29462(W) AD(       ) B
 AI0929  ELLIP H (02/10/03)  169.771  (m)                       GP(       ) 4 2
 AI0929  NAD 83(1995)-  35 23 06.18197(N)    080 42 31.29444(W) AD(       ) B
 AI0929  ELLIP H (08/06/99)  169.781  (m)                       GP(       ) 4 2
 AI0929  NAVD 88 (11/01/04)  200.33   (m)          657.2    (f) LEVELING    3  
 AI0929
 AI0929.Superseded values are not recommended for survey control.
 AI0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0929.See file dsdata.txt to determine how the superseded data were derived.
 AI0929
 AI0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2645715784(NAD 83)
 AI0929_MARKER: F = FLANGE-ENCASED ROD
 AI0929_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI0929_STAMPING: 3N8 A 1997
 AI0929_MARK LOGO: NGS   
 AI0929_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0929+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AI0929
 AI0929  HISTORY     - Date     Condition        Report By
 AI0929  HISTORY     - 1997     MONUMENTED       NCGS
 AI0929  HISTORY     - 20020529 GOOD             NCGS
 AI0929  HISTORY     - 20040830 GOOD             NCGS
 AI0929
 AI0929                          STATION DESCRIPTION
 AI0929
 AI0929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AI0929'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF
 AI0929'KANNAPOLIS AND 7.3 MI (11.7 KM) WEST OF CONCORD AT THE CONCORD
 AI0929'REGIONAL AIRPORT. OWNERSHIP-CITY OF CONCORD, MANAGER-JOHN CROSBY, 9000
 AI0929'AVIATION BOULEVARD, CONCORD, NC, 28087. PROCEED ALONG POPLAR TENT ROAD
 AI0929'FOR 0.9 MI (1.4 KM) WEST FROM I-85 (EXIT 52), THENCE SOUTH FOR 1.5 MI
 AI0929'(2.4 KM) ALONG DERITA ROAD, THENCE EAST FOR 0.45 MI (0.72 KM) ALONG
 AI0929'ENTRANCE TO AIRPORT, THENCE EAST ABOUT 0.15 MI (0.24 KM) TO STATION,
 AI0929'ON THE EAST SIDE OF THE RUNWAY, ON THE PROLONGATION OF THE RAMP
 AI0929'LEADING FROM THE CENTER OF THE TERMINAL TO THE RUNWAY. MARK IS ABOUT
 AI0929'5-FEET LOWER THAN THE RUNWAY AND FLUSH WITH THE GROUND. LOCATED 308.0
 AI0929'FT (93.9 M) EAST OF THE CENTERLINE OF THE RUNWAY AND 258 FT (78.6 M)
 AI0929'FROM THE EDGE OF PAVEMENT, 112.5 FT (34.3 M) NORTH-NORTHEAST OF THE
 AI0929'CENTER OF AN ELECTRICAL MANHOLE, 61.5 FT (18.7 M) EAST OF THE CENTER
 AI0929'OF A 2X2 CONCRETE PAD, 192.8 FT (58.8 M) SOUTH OF THE CENTER OF
 AI0929'ANOTHER 2X2 PAD, AND 395.3 FT (120.5 M) WEST-NORTHWEST OF A BRACED
 AI0929'FENCE POST WITH A REFERENCE TAG. THIS STATION IS DESIGNATED AS THE
 AI0929'PRIMARY AIRPORT CONTROL STATION.
 AI0929
 AI0929                          STATION RECOVERY (2002)
 AI0929
 AI0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (JGG)
 AI0929'RECOVERED AS DESCRIBED.
 AI0929
 AI0929                          STATION RECOVERY (2004)
 AI0929
 AI0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 AI0929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9277 ***********************************************************************
 DE9277  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9277  DESIGNATION -  3W 200
 DE9277  PID         -  DE9277
 DE9277  STATE/COUNTY-  NC/GUILFORD
 DE9277  USGS QUAD   -  GREENSBORO (1994)
 DE9277
 DE9277                         *CURRENT SURVEY CONTROL
 DE9277  ___________________________________________________________________
 DE9277* NAD 83(2007)-  36 05 06.97136(N)    079 46 34.15142(W)     ADJUSTED  
 DE9277* NAVD 88     -       241.19   (meters)     791.3    (feet)  GPS OBS   
 DE9277  ___________________________________________________________________
 DE9277  EPOCH DATE  -        2002.00
 DE9277  X           -     915,977.660 (meters)                     COMP
 DE9277  Y           -  -5,078,660.743 (meters)                     COMP
 DE9277  Z           -   3,735,965.944 (meters)                     COMP
 DE9277  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 DE9277  ELLIP HEIGHT-         210.322 (meters)          (02/10/07) ADJUSTED
 DE9277  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DE9277
 DE9277  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9277  Type    PID    Designation                      North   East  Ellip
 DE9277  -------------------------------------------------------------------
 DE9277  NETWORK DE9277 3W 200                            1.04   0.84   1.49
 DE9277  -------------------------------------------------------------------
 DE9277
 DE9277.The horizontal coordinates were established by GPS observations
 DE9277.and adjusted by the National Geodetic Survey in February 2007.
 DE9277
 DE9277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9277.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9277.The horizontal coordinates are valid at the epoch date displayed above.
 DE9277.The epoch date for horizontal control is a decimal equivalence
 DE9277.of Year/Month/Day.
 DE9277
 DE9277.The orthometric height was determined by GPS observations and a
 DE9277.high-resolution geoid model.
 DE9277.The orthometric height was determined by GPS observations and a
 DE9277.high-resolution geoid model using precise GPS observation and
 DE9277.processing techniques.
 DE9277
 DE9277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9277
 DE9277.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9277
 DE9277.The ellipsoidal height was determined by GPS observations
 DE9277.and is referenced to NAD 83.
 DE9277
 DE9277.The geoid height was determined by GEOID03.
 DE9277
 DE9277;                    North         East     Units Scale Factor Converg.
 DE9277;SPC NC       -   259,335.205   539,698.030   MT  0.99997830   -0 26 52.7
 DE9277;SPC NC       -   850,835.59  1,770,659.29   sFT  0.99997830   -0 26 52.7
 DE9277;UTM  17      - 3,994,099.371   610,186.129   MT  0.99974960   +0 43 15.3
 DE9277
 DE9277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9277!SPC NC       -   0.99996699  x   0.99997830  =   0.99994529
 DE9277!UTM  17      -   0.99996699  x   0.99974960  =   0.99971660
 DE9277
 DE9277|---------------------------------------------------------------------|
 DE9277| PID    Reference Object                     Distance      Geod. Az  |
 DE9277|                                                           dddmmss.s |
 DE9277| AI2374 PROX                                341.405 METERS 01936     |
 DE9277|---------------------------------------------------------------------|
 DE9277
 DE9277                          SUPERSEDED SURVEY CONTROL
 DE9277
 DE9277  NAD 83(2001)-  36 05 06.97167(N)    079 46 34.15117(W) AD(       ) 1
 DE9277  ELLIP H (03/13/03)  210.320  (m)                       GP(       ) 4 2
 DE9277  NAD 83(1986)-  36 05 06.97775(N)    079 46 34.15785(W) AD(       ) 1
 DE9277
 DE9277.Superseded values are not recommended for survey control.
 DE9277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9277.See file dsdata.txt to determine how the superseded data were derived.
 DE9277
 DE9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1018694099(NAD 83)
 DE9277_MARKER: DD = SURVEY DISK
 DE9277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9277_STAMPING: 3W.200 7/97
 DE9277_MARK LOGO: NC1940
 DE9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9277+STABILITY: SURFACE MOTION
 DE9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9277+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9277
 DE9277  HISTORY     - Date     Condition        Report By
 DE9277  HISTORY     - 1997     MONUMENTED       NC1940
 DE9277  HISTORY     - 20050307 GOOD             USPSQD
 DE9277  HISTORY     - 20060802 GOOD             USPSQD
 DE9277
 DE9277                          STATION DESCRIPTION
 DE9277
 DE9277'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9277'STATION IS LOCATED IN GREENSBORO, ABOUT 1.3 MI (2.1 KM) NORTHEAST OF
 DE9277'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF SUMMIT AVENUE
 DE9277'AND EAST BESSEMER STREET.
 DE9277'PROCEED ALONG US 29A (SUMMIT AVENUE) FOR 0.2 MI (0.3 KM) SOUTH FROM
 DE9277'THE US 220 (WENDOVER AVENUE) UNDERPASS TO STATION, APPROXIMATELY
 DE9277'100-FEET SOUTHEAST OF INTERSECTION IN GRASS BETWEEN EAST BESSEMER
 DE9277'AVENUE AND SUMMIT SHOPPING CENTER PARKING LOT.
 DE9277'MARK IS ABOUT LEVEL WITH CENTER OF SUMMIT AVENUE, AND FLUSH WITH THE
 DE9277'GROUND. LOCATED 53.6 FT (16.3 M) SOUTH OF THE CENTERLINE OF EAST
 DE9277'BESSEMER AVENUE, 28.0 FT (8.5 M) WEST OF CENTERLINE OF ENTRANCE INTO
 DE9277'PARKING LOT, 8.3 FT (2.5 M) NORTH-NORTHEAST OF EDGE OF PAVEMENT OF
 DE9277'PARKING LOT, 58.7 FT (17.9 M) EAST OF POWER POLE (SOUTHEAST OF
 DE9277'INTERSECTION), AND 54.5 FT (16.6 M) WEST-NORTHWEST OF WOODEN LIGHT
 DE9277'POLE WITH GUY WIRE.
 DE9277
 DE9277                          STATION RECOVERY (2005)
 DE9277
 DE9277'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9277'RECOVERED IN GOOD CONDITION.
 DE9277
 DE9277                          STATION RECOVERY (2006)
 DE9277
 DE9277'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0491 ***********************************************************************
 FZ0491  DESIGNATION -  4
 FZ0491  PID         -  FZ0491
 FZ0491  STATE/COUNTY-  NC/SURRY
 FZ0491  USGS QUAD   -  DOBSON (1994)
 FZ0491
 FZ0491                         *CURRENT SURVEY CONTROL
 FZ0491  ___________________________________________________________________
 FZ0491* NAD 83(1986)-  36 24 34.     (N)    080 42 27.     (W)     SCALED    
 FZ0491* NAVD 88     -       359.96   (+/-2cm)    1181.0    (feet)  VERTCON   
 FZ0491  ___________________________________________________________________
 FZ0491  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 FZ0491  VERT ORDER  -  ? (See Below)
 FZ0491
 FZ0491.The horizontal coordinates were scaled from a topographic map and have
 FZ0491.an estimated accuracy of +/- 6 seconds.
 FZ0491
 FZ0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ0491.The vertical order pertains to the NGVD 29 superseded value.
 FZ0491
 FZ0491.The geoid height was determined by GEOID03.
 FZ0491
 FZ0491;                    North         East    Units  Estimated Accuracy
 FZ0491;SPC NC       -   296,350.      456,440.      MT  (+/- 180 meters Scaled)
 FZ0491
 FZ0491                          SUPERSEDED SURVEY CONTROL
 FZ0491
 FZ0491  NGVD 29 (??/??/92)  360.117  (m)         1181.48   (f) ADJ UNCH    ?  
 FZ0491
 FZ0491.Superseded values are not recommended for survey control.
 FZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0491.See file dsdata.txt to determine how the superseded data were derived.
 FZ0491
 FZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA262294(NAD 83)
 FZ0491_MARKER: S = SPIKE
 FZ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0491_SP_SET: BASE OF TREE
 FZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0491
 FZ0491  HISTORY     - Date     Condition        Report By
 FZ0491  HISTORY     - UNK      MONUMENTED       NCHPWC
 FZ0491  HISTORY     - 1934     GOOD             NGS
 FZ0491  HISTORY     - 1965     MARK NOT FOUND   NGS
 FZ0491
 FZ0491                          STATION DESCRIPTION
 FZ0491
 FZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0491'1.7 MI NE FROM DOBSON.
 FZ0491'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 601 FROM DOBSON, SURRY
 FZ0491'COUNTY, 1,000 FEET SOUTH OF THE R.B. BADGETT HOME, 55 FEET EAST
 FZ0491'OF THE CENTERLINE OF THE HIGHWAY, IN THE BASE OF A 30-INCH RED
 FZ0491'OAK TREE, AND 1/2 FOOT HIGHER THAN THE GROUND.  A SPIKE.
 FZ0491
 FZ0491                          STATION RECOVERY (1965)
 FZ0491
 FZ0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2716 ***********************************************************************
 EA2716  DESIGNATION -  4 1 110
 EA2716  PID         -  EA2716
 EA2716  STATE/COUNTY-  NC/NEW HANOVER
 EA2716  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2716
 EA2716                         *CURRENT SURVEY CONTROL
 EA2716  ___________________________________________________________________
 EA2716* NAD 83(2001)-  34 05 17.09519(N)    077 52 51.21748(W)     ADJUSTED  
 EA2716* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2716  ___________________________________________________________________
 EA2716  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 EA2716  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EA2716  HORZ ORDER  -  THIRD
 EA2716
 EA2716.The horizontal coordinates were established by classical geodetic methods
 EA2716.and adjusted by the National Geodetic Survey in August 2005.
 EA2716
 EA2716.The orthometric height was scaled from a topographic map.
 EA2716
 EA2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2716
 EA2716.The geoid height was determined by GEOID03.
 EA2716
 EA2716;                    North         East     Units Scale Factor Converg.
 EA2716;SPC NC       -    38,087.891   712,888.535   MT  1.00007694   +0 38 45.3
 EA2716;SPC NC       -   124,960.02  2,338,868.47   sFT  1.00007694   +0 38 45.3
 EA2716;UTM  18      - 3,775,669.693   234,188.656   MT  1.00047107   -1 36 56.1
 EA2716
 EA2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2716!SPC NC       -   1.00000590  x   1.00007694  =   1.00008284
 EA2716!UTM  18      -   1.00000590  x   1.00047107  =   1.00047697
 EA2716
 EA2716                          SUPERSEDED SURVEY CONTROL
 EA2716
 EA2716  NAD 83(1986)-  34 05 17.10615(N)    077 52 51.23050(W) AD(       ) 3
 EA2716  NAD 27      -  34 05 16.48700(N)    077 52 52.28300(W) AD(       ) 3
 EA2716
 EA2716.Superseded values are not recommended for survey control.
 EA2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2716.See file dsdata.txt to determine how the superseded data were derived.
 EA2716
 EA2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3418975670(NAD 83)
 EA2716_MARKER: Z = SEE DESCRIPTION
 EA2716_SETTING: 0 = UNSPECIFIED SETTING
 EA2716_MARK LOGO: USE   
 EA2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2716
 EA2716  HISTORY     - Date     Condition        Report By
 EA2716  HISTORY     - 1933     MONUMENTED       USE
 EA2716  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2716  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2716
 EA2716                          STATION DESCRIPTION
 EA2716
 EA2716'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2716'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2716'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2716'BY TRIANGULATION.
 EA2716
 EA2716                          STATION RECOVERY (1964)
 EA2716
 EA2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2716'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING WAS
 EA2716'FOUND.
 EA2716
 EA2716                          STATION RECOVERY (2004)
 EA2716
 EA2716'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2632 ***********************************************************************
 EA2632  DESIGNATION -  4 1 2
 EA2632  PID         -  EA2632
 EA2632  STATE/COUNTY-  NC/NEW HANOVER
 EA2632  USGS QUAD   -  
 EA2632
 EA2632                         *CURRENT SURVEY CONTROL
 EA2632  ___________________________________________________________________
 EA2632* NAD 83(2001)-  34 07 09.17062(N)    077 52 15.22778(W)     ADJUSTED  
 EA2632* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2632  ___________________________________________________________________
 EA2632  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 EA2632  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA2632  HORZ ORDER  -  THIRD
 EA2632
 EA2632.The horizontal coordinates were established by classical geodetic methods
 EA2632.and adjusted by the National Geodetic Survey in August 2005.
 EA2632
 EA2632.The orthometric height was scaled from a topographic map.
 EA2632
 EA2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2632
 EA2632.The geoid height was determined by GEOID03.
 EA2632
 EA2632;                    North         East     Units Scale Factor Converg.
 EA2632;SPC NC       -    41,551.664   713,771.896   MT  1.00006617   +0 39 06.1
 EA2632;SPC NC       -   136,324.08  2,341,766.63   sFT  1.00006617   +0 39 06.1
 EA2632;UTM  18      - 3,779,097.255   235,208.458   MT  1.00046439   -1 36 40.6
 EA2632
 EA2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2632!SPC NC       -   1.00000590  x   1.00006617  =   1.00007207
 EA2632!UTM  18      -   1.00000590  x   1.00046439  =   1.00047029
 EA2632
 EA2632                          SUPERSEDED SURVEY CONTROL
 EA2632
 EA2632  NAD 83(1986)-  34 07 09.18137(N)    077 52 15.24136(W) AD(       ) 3
 EA2632  NAD 27      -  34 07 08.56300(N)    077 52 16.29500(W) AD(       ) 3
 EA2632
 EA2632.Superseded values are not recommended for survey control.
 EA2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2632.See file dsdata.txt to determine how the superseded data were derived.
 EA2632
 EA2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3520879097(NAD 83)
 EA2632_MARKER: Z = SEE DESCRIPTION
 EA2632_SETTING: 0 = UNSPECIFIED SETTING
 EA2632_MARK LOGO: USE   
 EA2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2632
 EA2632  HISTORY     - Date     Condition        Report By
 EA2632  HISTORY     - 1933     MONUMENTED       USE
 EA2632  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EA2632  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 EA2632
 EA2632                          STATION DESCRIPTION
 EA2632
 EA2632'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2632'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2632'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2632'TRIANGULATION.
 EA2632
 EA2632                          STATION RECOVERY (1965)
 EA2632
 EA2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2632'THE ABOVE STATIONS WERE SEARCHED IN AREA OF PLOTTED
 EA2632'POSITIONS, BUT NOTHING WAS FOUND.
 EA2632
 EA2632                          STATION RECOVERY (2004)
 EA2632
 EA2632'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2632'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2632'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2717 ***********************************************************************
 EA2717  DESIGNATION -  4 1 3+64
 EA2717  PID         -  EA2717
 EA2717  STATE/COUNTY-  NC/NEW HANOVER
 EA2717  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2717
 EA2717                         *CURRENT SURVEY CONTROL
 EA2717  ___________________________________________________________________
 EA2717* NAD 83(2001)-  34 03 32.83479(N)    077 53 24.74742(W)     ADJUSTED  
 EA2717* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2717  ___________________________________________________________________
 EA2717  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 EA2717  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA2717  HORZ ORDER  -  THIRD
 EA2717
 EA2717.The horizontal coordinates were established by classical geodetic methods
 EA2717.and adjusted by the National Geodetic Survey in August 2005.
 EA2717
 EA2717.The orthometric height was scaled from a topographic map.
 EA2717
 EA2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2717
 EA2717.The geoid height was determined by GEOID03.
 EA2717
 EA2717;                    North         East     Units Scale Factor Converg.
 EA2717;SPC NC       -    34,865.691   712,064.869   MT  1.00008721   +0 38 25.9
 EA2717;SPC NC       -   114,388.52  2,336,166.16   sFT  1.00008721   +0 38 25.9
 EA2717;UTM  18      - 3,772,481.244   233,238.146   MT  1.00047732   -1 37 10.6
 EA2717
 EA2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2717!SPC NC       -   1.00000590  x   1.00008721  =   1.00009311
 EA2717!UTM  18      -   1.00000590  x   1.00047732  =   1.00048323
 EA2717
 EA2717                          SUPERSEDED SURVEY CONTROL
 EA2717
 EA2717  NAD 83(1986)-  34 03 32.84640(N)    077 53 24.75983(W) AD(       ) 3
 EA2717  NAD 27      -  34 03 32.22700(N)    077 53 25.81100(W) AD(       ) 3
 EA2717
 EA2717.Superseded values are not recommended for survey control.
 EA2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2717.See file dsdata.txt to determine how the superseded data were derived.
 EA2717
 EA2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3323872481(NAD 83)
 EA2717_MARKER: Z = SEE DESCRIPTION
 EA2717_SETTING: 0 = UNSPECIFIED SETTING
 EA2717_MARK LOGO: USE   
 EA2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2717
 EA2717  HISTORY     - Date     Condition        Report By
 EA2717  HISTORY     - 1933     MONUMENTED       USE
 EA2717  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2717  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA2717
 EA2717                          STATION DESCRIPTION
 EA2717
 EA2717'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2717'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2717'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2717'BY TRIANGULATION.
 EA2717
 EA2717                          STATION RECOVERY (1964)
 EA2717
 EA2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2717'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING
 EA2717'WAS FOUND.
 EA2717
 EA2717                          STATION RECOVERY (2004)
 EA2717
 EA2717'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2618 ***********************************************************************
 EA2618  DESIGNATION -  4 2 3
 EA2618  PID         -  EA2618
 EA2618  STATE/COUNTY-  NC/NEW HANOVER
 EA2618  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2618
 EA2618                         *CURRENT SURVEY CONTROL
 EA2618  ___________________________________________________________________
 EA2618* NAD 83(2001)-  34 09 06.26252(N)    077 51 25.50664(W)     ADJUSTED  
 EA2618* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2618  ___________________________________________________________________
 EA2618  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 EA2618  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA2618  HORZ ORDER  -  THIRD
 EA2618
 EA2618.The horizontal coordinates were established by classical geodetic methods
 EA2618.and adjusted by the National Geodetic Survey in August 2005.
 EA2618
 EA2618.The orthometric height was scaled from a topographic map.
 EA2618
 EA2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2618
 EA2618.The geoid height was determined by GEOID03.
 EA2618
 EA2618;                    North         East     Units Scale Factor Converg.
 EA2618;SPC NC       -    45,174.114   715,004.538   MT  1.00005524   +0 39 34.8
 EA2618;SPC NC       -   148,208.74  2,345,810.72   sFT  1.00005524   +0 39 34.8
 EA2618;UTM  18      - 3,782,669.615   236,583.771   MT  1.00045543   -1 36 17.5
 EA2618
 EA2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2618!SPC NC       -   1.00000589  x   1.00005524  =   1.00006113
 EA2618!UTM  18      -   1.00000589  x   1.00045543  =   1.00046133
 EA2618
 EA2618                          SUPERSEDED SURVEY CONTROL
 EA2618
 EA2618  NAD 83(1986)-  34 09 06.27397(N)    077 51 25.52044(W) AD(       ) 3
 EA2618  NAD 27      -  34 09 05.65600(N)    077 51 26.57700(W) AD(       ) 3
 EA2618
 EA2618.Superseded values are not recommended for survey control.
 EA2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2618.See file dsdata.txt to determine how the superseded data were derived.
 EA2618
 EA2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3658482670(NAD 83)
 EA2618_MARKER: Z = SEE DESCRIPTION
 EA2618_SETTING: 0 = UNSPECIFIED SETTING
 EA2618_MARK LOGO: USE   
 EA2618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2618
 EA2618  HISTORY     - Date     Condition        Report By
 EA2618  HISTORY     - 1933     MONUMENTED       USE
 EA2618  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2618  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 EA2618
 EA2618                          STATION DESCRIPTION
 EA2618
 EA2618'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2618'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2618'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED
 EA2618'BY TRIANGULATION.
 EA2618
 EA2618                          STATION RECOVERY (1964)
 EA2618
 EA2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2618'LOST.  THE AREA OF THE PLOTTED POSITION WAS SEARCHED BUT NOTHING WAS
 EA2618'FOUND.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 EA2618
 EA2618                          STATION RECOVERY (2004)
 EA2618
 EA2618'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2618'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2618'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2619 ***********************************************************************
 EA2619  DESIGNATION -  4 3 4
 EA2619  PID         -  EA2619
 EA2619  STATE/COUNTY-  NC/NEW HANOVER
 EA2619  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2619
 EA2619                         *CURRENT SURVEY CONTROL
 EA2619  ___________________________________________________________________
 EA2619* NAD 83(2001)-  34 11 45.49897(N)    077 49 26.17374(W)     ADJUSTED  
 EA2619* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2619  ___________________________________________________________________
 EA2619  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 EA2619  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EA2619  HORZ ORDER  -  THIRD
 EA2619
 EA2619.The horizontal coordinates were established by classical geodetic methods
 EA2619.and adjusted by the National Geodetic Survey in August 2005.
 EA2619
 EA2619.The orthometric height was scaled from a topographic map.
 EA2619
 EA2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2619
 EA2619.The geoid height was determined by GEOID03.
 EA2619
 EA2619;                    North         East     Units Scale Factor Converg.
 EA2619;SPC NC       -    50,116.208   718,003.286   MT  1.00004087   +0 40 43.6
 EA2619;SPC NC       -   164,422.93  2,355,649.11   sFT  1.00004087   +0 40 43.6
 EA2619;UTM  18      - 3,787,491.210   239,776.818   MT  1.00043480   -1 35 16.9
 EA2619
 EA2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2619!SPC NC       -   1.00000590  x   1.00004087  =   1.00004677
 EA2619!UTM  18      -   1.00000590  x   1.00043480  =   1.00044070
 EA2619
 EA2619                          SUPERSEDED SURVEY CONTROL
 EA2619
 EA2619  NAD 83(1986)-  34 11 45.51170(N)    077 49 26.18727(W) AD(       ) 3
 EA2619  NAD 27      -  34 11 44.89600(N)    077 49 27.25000(W) AD(       ) 3
 EA2619
 EA2619.Superseded values are not recommended for survey control.
 EA2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2619.See file dsdata.txt to determine how the superseded data were derived.
 EA2619
 EA2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3977787491(NAD 83)
 EA2619_MARKER: Z = SEE DESCRIPTION
 EA2619_SETTING: 0 = UNSPECIFIED SETTING
 EA2619_MARK LOGO: USE   
 EA2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2619
 EA2619  HISTORY     - Date     Condition        Report By
 EA2619  HISTORY     - 1933     MONUMENTED       USE
 EA2619  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2619  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 EA2619
 EA2619                          STATION DESCRIPTION
 EA2619
 EA2619'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2619'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2619'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2619'TRIANGULATION.
 EA2619
 EA2619                          STATION RECOVERY (1965)
 EA2619
 EA2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2619'THE ABOVE STATIONS WERE SEARCHED IN AREA OF PLOTTED POSITIONS,
 EA2619'BUT NOTHING WAS FOUND.
 EA2619
 EA2619                          STATION RECOVERY (2004)
 EA2619
 EA2619'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2619'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2619'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2620 ***********************************************************************
 EA2620  DESIGNATION -  4 4 5
 EA2620  PID         -  EA2620
 EA2620  STATE/COUNTY-  NC/NEW HANOVER
 EA2620  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2620
 EA2620                         *CURRENT SURVEY CONTROL
 EA2620  ___________________________________________________________________
 EA2620* NAD 83(2001)-  34 12 48.72380(N)    077 49 02.72992(W)     ADJUSTED  
 EA2620* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2620  ___________________________________________________________________
 EA2620  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 EA2620  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA2620  HORZ ORDER  -  THIRD
 EA2620
 EA2620.The horizontal coordinates were established by classical geodetic methods
 EA2620.and adjusted by the National Geodetic Survey in August 2005.
 EA2620
 EA2620.The orthometric height was scaled from a topographic map.
 EA2620
 EA2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2620
 EA2620.The geoid height was determined by GEOID03.
 EA2620
 EA2620;                    North         East     Units Scale Factor Converg.
 EA2620;SPC NC       -    52,071.409   718,580.301   MT  1.00003533   +0 40 57.2
 EA2620;SPC NC       -   170,837.61  2,357,542.20   sFT  1.00003533   +0 40 57.2
 EA2620;UTM  18      - 3,789,422.816   240,430.987   MT  1.00043061   -1 35 06.2
 EA2620
 EA2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2620!SPC NC       -   1.00000589  x   1.00003533  =   1.00004123
 EA2620!UTM  18      -   1.00000589  x   1.00043061  =   1.00043651
 EA2620
 EA2620                          SUPERSEDED SURVEY CONTROL
 EA2620
 EA2620  NAD 83(1986)-  34 12 48.73682(N)    077 49 02.74353(W) AD(       ) 3
 EA2620  NAD 27      -  34 12 48.12100(N)    077 49 03.80900(W) AD(       ) 3
 EA2620
 EA2620.Superseded values are not recommended for survey control.
 EA2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2620.See file dsdata.txt to determine how the superseded data were derived.
 EA2620
 EA2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4043189423(NAD 83)
 EA2620_MARKER: Z = SEE DESCRIPTION
 EA2620_SETTING: 0 = UNSPECIFIED SETTING
 EA2620_MARK LOGO: USE   
 EA2620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2620
 EA2620  HISTORY     - Date     Condition        Report By
 EA2620  HISTORY     - 1933     MONUMENTED       USE
 EA2620  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2620  HISTORY     - 20041126 MARK NOT FOUND   USPSQD
 EA2620
 EA2620                          STATION DESCRIPTION
 EA2620
 EA2620'DESCRIBED BY US ENGINEERS 1933 (JAB)
 EA2620'THIS U.S.E. BASELINE MARK IS ALONG THE INTRACOASTAL WATERWAY
 EA2620'BETWEEN NEW RIVER INLET AND CAPE FEAR RIVER AND IS LOCATED BY
 EA2620'TRIANGULATION.
 EA2620
 EA2620                          STATION RECOVERY (1965)
 EA2620
 EA2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2620'THE ABOVE STATIONS WERE SEARCHED IN AREA OF PLOTTED
 EA2620'POSITIONS, BUT NOTHING WAS FOUND.
 EA2620
 EA2620                          STATION RECOVERY (2004)
 EA2620
 EA2620'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2620'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA2620'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9428 ***********************************************************************
 AF9428  DESIGNATION -  4 AFK
 AF9428  PID         -  AF9428
 AF9428  STATE/COUNTY-  NC/STOKES
 AF9428  USGS QUAD   -  NETTLERIDGE (1982)
 AF9428
 AF9428                         *CURRENT SURVEY CONTROL
 AF9428  ___________________________________________________________________
 AF9428* NAD 83(2007)-  36 30 40.32961(N)    080 08 33.33348(W)     ADJUSTED  
 AF9428* NAVD 88     -       341.95   (+/-2cm)    1121.9    (feet)  VERTCON   
 AF9428  ___________________________________________________________________
 AF9428  EPOCH DATE  -        2002.00
 AF9428  X           -     878,701.635 (meters)                     COMP
 AF9428  Y           -  -5,056,925.963 (meters)                     COMP
 AF9428  Z           -   3,774,117.615 (meters)                     COMP
 AF9428  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AF9428  ELLIP HEIGHT-         308.971 (meters)          (02/10/07) ADJUSTED
 AF9428  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AF9428
 AF9428  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9428  Type    PID    Designation                      North   East  Ellip
 AF9428  -------------------------------------------------------------------
 AF9428  NETWORK AF9428 4 AFK                             0.67   0.57   1.41
 AF9428  -------------------------------------------------------------------
 AF9428  VERT ORDER  -  THIRD (See Below)
 AF9428
 AF9428.The horizontal coordinates were established by GPS observations
 AF9428.and adjusted by the National Geodetic Survey in February 2007.
 AF9428
 AF9428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9428.The horizontal coordinates are valid at the epoch date displayed above.
 AF9428.The epoch date for horizontal control is a decimal equivalence
 AF9428.of Year/Month/Day.
 AF9428
 AF9428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9428.The vertical order pertains to the NGVD 29 superseded value.
 AF9428
 AF9428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9428
 AF9428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9428
 AF9428.The ellipsoidal height was determined by GPS observations
 AF9428.and is referenced to NAD 83.
 AF9428
 AF9428.The geoid height was determined by GEOID03.
 AF9428
 AF9428;                    North         East     Units Scale Factor Converg.
 AF9428;SPC NC       -   306,916.434   507,240.387   MT  1.00011440   -0 39 34.1
 AF9428;SPC NC       - 1,006,941.67  1,664,171.17   sFT  1.00011440   -0 39 34.1
 AF9428;UTM  17      - 4,040,992.531   576,775.125   MT  0.99967262   +0 30 36.6
 AF9428
 AF9428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9428!SPC NC       -   0.99995151  x   1.00011440  =   1.00006591
 AF9428!UTM  17      -   0.99995151  x   0.99967262  =   0.99962415
 AF9428
 AF9428                          SUPERSEDED SURVEY CONTROL
 AF9428
 AF9428  NAD 83(2001)-  36 30 40.33016(N)    080 08 33.33311(W) AD(       ) 1
 AF9428  ELLIP H (03/13/03)  308.952  (m)                       GP(       ) 4 2
 AF9428  NAD 83(1986)-  36 30 40.33758(N)    080 08 33.33942(W) AD(       ) 1
 AF9428  NGVD 29 (07/20/98)  342.12   (m)         1122.4    (f) LEVELING    3  
 AF9428
 AF9428.Superseded values are not recommended for survey control.
 AF9428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9428.See file dsdata.txt to determine how the superseded data were derived.
 AF9428
 AF9428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7677540993(NAD 83)
 AF9428_MARKER: DD = SURVEY DISK
 AF9428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9428_STAMPING: 4 AFK 1964
 AF9428_MARK LOGO: USGS  
 AF9428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9428+STABILITY: SURFACE MOTION
 AF9428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9428+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 AF9428
 AF9428  HISTORY     - Date     Condition        Report By
 AF9428  HISTORY     - 1964     MONUMENTED       USGS
 AF9428  HISTORY     - 19930224 GOOD             NCGS
 AF9428
 AF9428                          STATION DESCRIPTION
 AF9428
 AF9428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9428'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHEAST OF DANBURY
 AF9428'AND 2.3 MI (3.7 KM) WEST-NORTHWEST OF SANDY RIDGE. ALONG NC 704 FOR
 AF9428'5.2 MI (8.4 KM) EAST FROM NC 8 (NEAR THE VA LINE), OR 2.6 MI (4.2 KM)
 AF9428'WEST FROM THE POST OFFICE IN SANDY RIDGE, IN THE NORTH QUADRANT OF THE
 AF9428'SR 1615 (BEASLEY SCHOOL ROAD) AND SR 1606 (MOIR FARM ROAD) CROSSROADS.
 AF9428'MARK IS ABOUT 1-FOOT HIGHER THAN THE HIGHWAY AND PROJECTS 6 INCHES
 AF9428'ABOVE GROUND.  LOCATED 35.0 FT (10.7 M) EAST-NORTHEAST OF THE
 AF9428'CENTERLINE OF THE HIGHWAY, 18.5 FT (5.6 M) NORTH-NORTHWEST OF THE
 AF9428'CENTERLINE OF THE ROAD, 36.5 FT (11.1 M) NORTH OF THE NORTHWEST END OF
 AF9428'THE ROAD CULVERT--AND 7.5 FT (2.3 M) WEST-NORTHWEST OF A TELEPHONE
 AF9428'PEDESTAL BESIDE A CUT OFF POLE WITH A CANISTER, 5.3 FT (1.6 M) SOUTH
 AF9428'OF A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2305 ***********************************************************************
 EY2305  DESIGNATION -  4 CMP
 EY2305  PID         -  EY2305
 EY2305  STATE/COUNTY-  NC/CRAVEN
 EY2305  USGS QUAD   -  ASKIN (1983)
 EY2305
 EY2305                         *CURRENT SURVEY CONTROL
 EY2305  ___________________________________________________________________
 EY2305* NAD 83(2001)-  35 14 46.29784(N)    077 00 18.18735(W)     ADJUSTED  
 EY2305* NAVD 88     -         9.273  (meters)      30.42   (feet)  ADJUSTED  
 EY2305  ___________________________________________________________________
 EY2305  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EY2305  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 EY2305  DYNAMIC HT  -           9.264 (meters)      30.39  (feet)  COMP
 EY2305  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 EY2305
 EY2305  HORZ ORDER  -  THIRD
 EY2305  VERT ORDER  -  SECOND    CLASS II
 EY2305
 EY2305.The horizontal coordinates were established by classical geodetic methods
 EY2305.and adjusted by the National Geodetic Survey in August 2005.
 EY2305
 EY2305.The orthometric height was determined by differential leveling
 EY2305.and adjusted in April 2001.
 EY2305
 EY2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2305
 EY2305.The geoid height was determined by GEOID03.
 EY2305
 EY2305.The dynamic height is computed by dividing the NAVD 88
 EY2305.geopotential number by the normal gravity value computed on the
 EY2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2305.degrees latitude (g = 980.6199 gals.).
 EY2305
 EY2305.The modeled gravity was interpolated from observed gravity values.
 EY2305
 EY2305;                    North         East     Units Scale Factor Converg.
 EY2305;SPC NC       -   167,796.803   791,133.867   MT  0.99987260   +1 09 05.1
 EY2305;SPC NC       -   550,513.34  2,595,578.36   sFT  0.99987260   +1 09 05.1
 EY2305;UTM  18      - 3,902,188.097   317,572.844   MT  1.00001015   -1 09 26.7
 EY2305
 EY2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2305!SPC NC       -   1.00000436  x   0.99987260  =   0.99987696
 EY2305!UTM  18      -   1.00000436  x   1.00001015  =   1.00001451
 EY2305
 EY2305                          SUPERSEDED SURVEY CONTROL
 EY2305
 EY2305  NAD 83(1986)-  35 14 46.32752(N)    077 00 18.20973(W) AD(       ) 4
 EY2305  NAD 27      -  35 14 45.73187(N)    077 00 19.43675(W) AD(       ) 3
 EY2305
 EY2305.Superseded values are not recommended for survey control.
 EY2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2305.See file dsdata.txt to determine how the superseded data were derived.
 EY2305
 EY2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1757302188(NAD 83)
 EY2305_MARKER: DB = BENCH MARK DISK
 EY2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2305_STAMPING: 4 CMP 1964 32 ET
 EY2305_MARK LOGO: USGS  
 EY2305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2305+STABILITY: SURFACE MOTION
 EY2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2305+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1997
 EY2305
 EY2305  HISTORY     - Date     Condition        Report By
 EY2305  HISTORY     - 1964     MONUMENTED       USGS
 EY2305  HISTORY     - 19970213 GOOD             NCGS
 EY2305
 EY2305                          STATION DESCRIPTION
 EY2305
 EY2305'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY2305'ASKIN, 4.1 MI E. OF, ALONG PAVED RD., 3 FT W. OF STATE RIGHT-OF-WAY
 EY2305'POST, 29 FT S. AND 124 FT W. OF, AND 0.3 FT LOWER THAN CENTERLINE OF
 EY2305'RD. AT T-RD. S., IN CONCRETE POST, STANDARD USGS TABLET
 EY2305'STAMPED---4 CMP 1964 32 ET---.
 EY2305
 EY2305                          STATION RECOVERY (1997)
 EY2305
 EY2305'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY2305'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION WRITTEN.  ALONG SR 1003
 EY2305'(AURORA ROAD) FOR 4.15 MI (6.68 KM) NORTHEAST FROM US 17, IN THE
 EY2305'COMMUNITY OF ASKIN, AT SR 1611, IN THE SOUTHERN QUADRANT.  LOCATED
 EY2305'30.0 FT (9.1 M) SOUTHWEST OF THE CENTERLINE OF SR 1611,---AND 21.7 FT
 EY2305'(6.6 M) WEST OF A 30 INCH PINE, 33.5 FT (10.2 M) NORTHEAST OF A
 EY2305'18-INCH PINE,---BOTH WITH REFERENCE TAGS.  DISK IS PARTIALLY
 EY2305'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2452 ***********************************************************************
 FB2452  DESIGNATION -  4 D
 FB2452  PID         -  FB2452
 FB2452  STATE/COUNTY-  NC/HAYWOOD
 FB2452  USGS QUAD   -  COVE CREEK GAP (1987)
 FB2452
 FB2452                         *CURRENT SURVEY CONTROL
 FB2452  ___________________________________________________________________
 FB2452* NAD 83(2001)-  35 37 34.64788(N)    083 06 47.04126(W)     NO CHECK  
 FB2452* NAVD 88     -       837.1    (meters)    2746.     (feet)  VERTCON   
 FB2452  ___________________________________________________________________
 FB2452  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FB2452  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FB2452  HORZ ORDER  -  THIRD
 FB2452  VERT ORDER  -  THIRD ? (See Below)
 FB2452
 FB2452.The horizontal coordinates were established by classical geodetic methods
 FB2452.and adjusted by the National Geodetic Survey in August 2005.
 FB2452.No horizontal observational check was made to the station.
 FB2452
 FB2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2452.The vertical order pertains to the NGVD 29 superseded value.
 FB2452
 FB2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2452
 FB2452.The geoid height was determined by GEOID03.
 FB2452
 FB2452;                    North         East     Units Scale Factor Converg.
 FB2452;SPC NC       -   215,855.733   237,156.292   MT  0.99989389   -2 22 26.2
 FB2452;SPC NC       -   708,186.68    778,070.27   sFT  0.99989389   -2 22 26.2
 FB2452;UTM  17      - 3,944,555.887   308,645.771   MT  1.00005124   -1 13 52.4
 FB2452
 FB2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2452!SPC NC       -   0.99987315  x   0.99989389  =   0.99976705
 FB2452!UTM  17      -   0.99987315  x   1.00005124  =   0.99992438
 FB2452
 FB2452                          SUPERSEDED SURVEY CONTROL
 FB2452
 FB2452  NAD 83(1995)-  35 37 34.64763(N)    083 06 47.04260(W) AD(       ) 3
 FB2452  NAD 83(1986)-  35 37 34.65737(N)    083 06 47.04043(W) AD(       ) 3
 FB2452  NAD 27      -  35 37 34.29367(N)    083 06 47.52074(W) AD(       ) 3
 FB2452  NGVD 29 (07/19/86)  837.1    (m)         2746.     (f) LEVELING    3  
 FB2452
 FB2452.Superseded values are not recommended for survey control.
 FB2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2452.See file dsdata.txt to determine how the superseded data were derived.
 FB2452
 FB2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0864644556(NAD 83)
 FB2452_MARKER: DD = SURVEY DISK
 FB2452_SETTING: 0 = UNSPECIFIED SETTING
 FB2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2452
 FB2452  HISTORY     - Date     Condition        Report By
 FB2452  HISTORY     - 1963     MONUMENTED       USGS
 FB2452
 FB2452                          STATION DESCRIPTION
 FB2452
 FB2452'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2452'CATALOOCHEE RANGER STATION, 2.4 MI SW. OF, ALONG RD. TO OLD BIG
 FB2452'CATALOOCHEE SCHOOL (NOW USED AS HORSE CAMP BUILDING), 98 FT ESE
 FB2452'OF SE. CORNER OF HORSE CAMP BUILDING, 41 FT S. OF 3 FT SPRUCE
 FB2452'TREE, 31 FT NNW. OF CENTERLINE OF RD., 17 FT NE. OF 1 FT
 FB2452'SYCAMORE TREE WITH TRIANGULAR-BLAZE AND METAL WITNESS SIGN, IN TOP
 FB2452'OF FLAT BOULDER IN SMALL DRAIN, STANDARD DISK STAMPED---4 D 1929
 FB2452'ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5409 ***********************************************************************
 AI5409  DESIGNATION -  4 DOP
 AI5409  PID         -  AI5409
 AI5409  STATE/COUNTY-  NC/HALIFAX
 AI5409  USGS QUAD   -  BARLEY (1980)
 AI5409
 AI5409                         *CURRENT SURVEY CONTROL
 AI5409  ___________________________________________________________________
 AI5409* NAD 83(1986)-  36 30 22.     (N)    077 40 48.     (W)     SCALED    
 AI5409* NAVD 88     -        56.700  (meters)     186.02   (feet)  ADJUSTED  
 AI5409  ___________________________________________________________________
 AI5409  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AI5409  DYNAMIC HT  -          56.656 (meters)     185.88  (feet)  COMP
 AI5409  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 AI5409
 AI5409  VERT ORDER  -  SECOND    CLASS II
 AI5409
 AI5409.The horizontal coordinates were scaled from a topographic map and have
 AI5409.an estimated accuracy of +/- 6 seconds.
 AI5409
 AI5409.The orthometric height was determined by differential leveling
 AI5409.and adjusted in July 2000.
 AI5409.No vertical observational check was made to the station.
 AI5409
 AI5409.The geoid height was determined by GEOID03.
 AI5409
 AI5409.The dynamic height is computed by dividing the NAVD 88
 AI5409.geopotential number by the normal gravity value computed on the
 AI5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5409.degrees latitude (g = 980.6199 gals.).
 AI5409
 AI5409.The modeled gravity was interpolated from observed gravity values.
 AI5409
 AI5409;                    North         East    Units  Estimated Accuracy
 AI5409;SPC NC       -   306,550.      727,860.      MT  (+/- 180 meters Scaled)
 AI5409
 AI5409                          SUPERSEDED SURVEY CONTROL
 AI5409
 AI5409.No superseded survey control is available for this station.
 AI5409
 AI5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF599434(NAD 83)
 AI5409_MARKER: DB = BENCH MARK DISK
 AI5409_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5409_SP_SET: HEADWALL
 AI5409_STAMPING: 4 DOP 1961
 AI5409_MARK LOGO: USGS  
 AI5409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5409+STABILITY: SURFACE MOTION
 AI5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5409+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1997
 AI5409
 AI5409  HISTORY     - Date     Condition        Report By
 AI5409  HISTORY     - 1961     MONUMENTED       USGS
 AI5409  HISTORY     - 19971219 GOOD             NCGS
 AI5409
 AI5409                          STATION DESCRIPTION
 AI5409
 AI5409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI5409'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTH-NORTHWEST OF ROANOKE
 AI5409'RAPIDS AND ABOUT 2.0 MI (3.2 KM) WEST-NORTHWEST OF GASTON. ALONG NC 46
 AI5409'FOR 2.5 MI (4.0 KM) WEST FROM THE NC 48 CROSSROADS IN GASTON TO SR
 AI5409'1210 (CAL FLOYD ROAD), IN SOUTHWEST QUADRANT OF INTERSECTION, IN WEST
 AI5409'END OF SOUTH CONCRETE HEADWALL OF BOX CULVERT. MARK IS ABOUT LEVEL
 AI5409'WITH NC 46. LOCATED 16.5 FT (5.0 M) SOUTH- SOUTHWEST OF THE CENTERLINE
 AI5409'OF NC 46, 69.7 FT (21.2 M) WEST OF CENTERLINE INTERSECTION OF NC 46/SR
 AI5409'1210, AND 107.0 FT (32.6 M) WEST-NORTHWEST OF TELEPHONE PEDESTAL
 AI5409'46635F.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1114 ***********************************************************************
 EZ1114  DESIGNATION -  4 DRD
 EZ1114  PID         -  EZ1114
 EZ1114  STATE/COUNTY-  NC/CHATHAM
 EZ1114  USGS QUAD   -  COKESBURY (1993)
 EZ1114
 EZ1114                         *CURRENT SURVEY CONTROL
 EZ1114  ___________________________________________________________________
 EZ1114* NAD 83(1986)-  35 33 35.     (N)    078 58 25.     (W)     SCALED    
 EZ1114* NAVD 88     -        54.664  (meters)     179.34   (feet)  ADJUSTED  
 EZ1114  ___________________________________________________________________
 EZ1114  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 EZ1114  DYNAMIC HT  -          54.617 (meters)     179.19  (feet)  COMP
 EZ1114  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 EZ1114
 EZ1114  VERT ORDER  -  SECOND    CLASS II
 EZ1114
 EZ1114.The horizontal coordinates were scaled from a topographic map and have
 EZ1114.an estimated accuracy of +/- 6 seconds.
 EZ1114
 EZ1114.The orthometric height was determined by differential leveling
 EZ1114.and adjusted in June 1991.
 EZ1114
 EZ1114.The geoid height was determined by GEOID03.
 EZ1114
 EZ1114.The dynamic height is computed by dividing the NAVD 88
 EZ1114.geopotential number by the normal gravity value computed on the
 EZ1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1114.degrees latitude (g = 980.6199 gals.).
 EZ1114
 EZ1114.The modeled gravity was interpolated from observed gravity values.
 EZ1114
 EZ1114;                    North         East    Units  Estimated Accuracy
 EZ1114;SPC NC       -   200,750.      611,990.      MT  (+/- 180 meters Scaled)
 EZ1114
 EZ1114                          SUPERSEDED SURVEY CONTROL
 EZ1114
 EZ1114  NGVD 29 (??/??/92)   54.894  (m)          180.10   (f) ADJ UNCH    2 2
 EZ1114
 EZ1114.Superseded values are not recommended for survey control.
 EZ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1114.See file dsdata.txt to determine how the superseded data were derived.
 EZ1114
 EZ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV836370(NAD 83)
 EZ1114_MARKER: DD = SURVEY DISK
 EZ1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1114_SP_SET: BRIDGE
 EZ1114_STAMPING: 4 DRD 1960
 EZ1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1114
 EZ1114  HISTORY     - Date     Condition        Report By
 EZ1114  HISTORY     - 1960     MONUMENTED       USGS
 EZ1114  HISTORY     - 1974     GOOD             NCGS
 EZ1114  HISTORY     - 1985     GOOD             USPSQD
 EZ1114  HISTORY     - 20071117 GOOD             GEOCAC
 EZ1114
 EZ1114                          STATION DESCRIPTION
 EZ1114
 EZ1114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1114'7.3 MI SE FROM MONCURE.
 EZ1114'TO REACH STATION FROM THE INTERSECTION OF SR 1921 WITH NC 42 AT
 EZ1114'CORINTH, PROCEED EASTERLY AND THEN SOUTHERLY ALONG NC 42 FOR
 EZ1114'2.30 MILES TO BRIDGE OVER BUCKHORN CREEK, AND STATION IN TOP OF
 EZ1114'CONCRETE RETAINING WALL AT SW CORNER OF BRIDGE, AND 2.25 MILES
 EZ1114'WEST OF CHATHAM - HARNETT COUNTY LINE, 12.9 FT WEST OF C/L OF
 EZ1114'NC 42, 1.4 FT NW OF SOUTH END OF WEST BRIDGE RAIL, 4.2 FT NW OF
 EZ1114'REFLECTOR POST WITH ALUMINUM REF. TAG, AND 80.5 FT NW OF TP WITH
 EZ1114'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EZ1114'RETAINING WALL.
 EZ1114
 EZ1114                          STATION RECOVERY (1985)
 EZ1114
 EZ1114'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1114'RECOVERED IN GOOD CONDITION.
 EZ1114
 EZ1114                          STATION RECOVERY (2007)
 EZ1114
 EZ1114'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ1114'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2140 ***********************************************************************
 FY2140  DESIGNATION -  4 JMS 4
 FY2140  PID         -  FY2140
 FY2140  STATE/COUNTY-  NC/ORANGE
 FY2140  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2140
 FY2140                         *CURRENT SURVEY CONTROL
 FY2140  ___________________________________________________________________
 FY2140* NAD 83(2007)-  36 01 15.00933(N)    079 04 43.01015(W)     ADJUSTED  
 FY2140* NAVD 88     -       174.617  (meters)     572.89   (feet)  ADJUSTED  
 FY2140  ___________________________________________________________________
 FY2140  EPOCH DATE  -        2002.00
 FY2140  X           -     978,524.752 (meters)                     COMP
 FY2140  Y           -  -5,071,212.231 (meters)                     COMP
 FY2140  Z           -   3,730,146.496 (meters)                     COMP
 FY2140  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FY2140  ELLIP HEIGHT-         143.979 (meters)          (02/10/07) ADJUSTED
 FY2140  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FY2140  DYNAMIC HT  -         174.477 (meters)     572.43  (feet)  COMP
 FY2140
 FY2140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2140  Type    PID    Designation                      North   East  Ellip
 FY2140  -------------------------------------------------------------------
 FY2140  NETWORK FY2140 4 JMS 4                           0.94   0.82   1.96
 FY2140  -------------------------------------------------------------------
 FY2140  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 FY2140
 FY2140  VERT ORDER  -  SECOND    CLASS II
 FY2140
 FY2140.The horizontal coordinates were established by GPS observations
 FY2140.and adjusted by the National Geodetic Survey in February 2007.
 FY2140
 FY2140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2140.The horizontal coordinates are valid at the epoch date displayed above.
 FY2140.The epoch date for horizontal control is a decimal equivalence
 FY2140.of Year/Month/Day.
 FY2140
 FY2140.The orthometric height was determined by differential leveling
 FY2140.and adjusted in June 1991.
 FY2140
 FY2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2140
 FY2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2140
 FY2140.The ellipsoidal height was determined by GPS observations
 FY2140.and is referenced to NAD 83.
 FY2140
 FY2140.The geoid height was determined by GEOID03.
 FY2140
 FY2140.The dynamic height is computed by dividing the NAVD 88
 FY2140.geopotential number by the normal gravity value computed on the
 FY2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2140.degrees latitude (g = 980.6199 gals.).
 FY2140
 FY2140.The modeled gravity was interpolated from observed gravity values.
 FY2140
 FY2140;                    North         East     Units Scale Factor Converg.
 FY2140;SPC NC       -   251,915.365   602,515.229   MT  0.99996256   -0 02 43.3
 FY2140;SPC NC       -   826,492.33  1,976,752.05   sFT  0.99996256   -0 02 43.3
 FY2140;UTM  17      - 3,987,967.027   673,134.489   MT  0.99996936   +1 07 48.8
 FY2140
 FY2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2140!SPC NC       -   0.99997740  x   0.99996256  =   0.99993996
 FY2140!UTM  17      -   0.99997740  x   0.99996936  =   0.99994676
 FY2140
 FY2140|---------------------------------------------------------------------|
 FY2140| PID    Reference Object                     Distance      Geod. Az  |
 FY2140|                                                           dddmmss.s |
 FY2140| DH5719 VOYAGER                             360.763 METERS 11907     |
 FY2140|---------------------------------------------------------------------|
 FY2140
 FY2140                          SUPERSEDED SURVEY CONTROL
 FY2140
 FY2140  NAD 83(1986)-  36 01 15.01263(N)    079 04 43.01968(W) AD(       ) 1
 FY2140  NAD 83(2001)-  36 01 15.00953(N)    079 04 43.01026(W) AD(       ) 1
 FY2140  ELLIP H (08/31/05)  143.981  (m)                       GP(       ) 4 2
 FY2140  NGVD 29 (03/05/92)  174.854  (m)          573.67   (f) ADJUSTED    2 2
 FY2140
 FY2140.Superseded values are not recommended for survey control.
 FY2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2140.See file dsdata.txt to determine how the superseded data were derived.
 FY2140
 FY2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7313487967(NAD 83)
 FY2140_MARKER: DE = TRAVERSE STATION DISK
 FY2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2140_SP_SET: CONCRETE POST
 FY2140_STAMPING: 4 JMS 4 1977 573.702
 FY2140_MARK LOGO: NCSHC 
 FY2140_PROJECTION: FLUSH
 FY2140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2140+STABILITY: SURFACE MOTION
 FY2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2140+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 FY2140
 FY2140  HISTORY     - Date     Condition        Report By
 FY2140  HISTORY     - 1977     MONUMENTED       NCDOT
 FY2140  HISTORY     - 1981     GOOD             NCGS
 FY2140  HISTORY     - 1985     GOOD             USPSQD
 FY2140  HISTORY     - 19931214 GOOD             NCGS
 FY2140  HISTORY     - 20050818 GOOD             GEOCAC
 FY2140  HISTORY     - 20060824 GOOD             USPSQD
 FY2140
 FY2140                          STATION DESCRIPTION
 FY2140
 FY2140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2140'4.0 MI SSE FROM HILLSBOROUGH.
 FY2140'ALONG NC 86, 2.6 MILES SOUTH OF I-85 UNDERPASS SOUTH OF HILLSBOROUGH,
 FY2140'0.7 MILE NORTH OF NEW HOPE CHURCH, OR 0.3 MILE NORTHWEST OF SR 1723
 FY2140'(NEW HOPE ROAD) CROSSROAD AND ON TOP OF BANK, 36.5 FEET WEST-SOUTHWEST
 FY2140'OF CENTERLINE OF HIGHWAY, 16.6 FEET NORTHEAST OF 24 INCH OAK, 23.0
 FY2140'FEET SOUTHEAST OF 10 INCH OAK, 28.6 FEET NORTH OF 8 INCH PINE AND
 FY2140'95.3 FEET SOUTH-SOUTHEAST OF POWER POLE ALL WITH REFERENCE TAGS.
 FY2140'THE MARK IS 3 FT ABOVE HIGHWAY.
 FY2140
 FY2140                          STATION RECOVERY (1985)
 FY2140
 FY2140'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2140'RECOVERED IN GOOD CONDITION.
 FY2140
 FY2140                          STATION RECOVERY (1993)
 FY2140
 FY2140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 FY2140'RECOVERED AS DESCRIBED. SPIKE SET NEXT TO MOUNMENT AT THIS TIME.
 FY2140
 FY2140                          STATION RECOVERY (2005)
 FY2140
 FY2140'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY2140'CONDITION GOOD. MONUMENT PROJECTS ONE INCH. THE READING ON A
 FY2140'CONSUMER-GRADE GPS RECEIVER WAS N36 01 15.0, W79 04 43.1.
 FY2140' 
 FY2140'THE NAD-27 THIRD ORDER HORIZ POSITION (PROVIDED BY NCDOT) AND THE
 FY2140'NAD-83 HORIZ POSITION (COMPUTED VIA NADCON) ARE PUBLISHED IN THE NCGS
 FY2140'DATABASE.
 FY2140' 
 FY2140
 FY2140                          STATION RECOVERY (2006)
 FY2140
 FY2140'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2816 ***********************************************************************
 EZ2816  DESIGNATION -  4 JMS 5
 EZ2816  PID         -  EZ2816
 EZ2816  STATE/COUNTY-  NC/ORANGE
 EZ2816  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2816
 EZ2816                         *CURRENT SURVEY CONTROL
 EZ2816  ___________________________________________________________________
 EZ2816* NAD 83(2007)-  35 59 21.91617(N)    079 04 14.22809(W)     ADJUSTED  
 EZ2816* NAVD 88     -       153.690  (meters)     504.23   (feet)  ADJUSTED  
 EZ2816  ___________________________________________________________________
 EZ2816  EPOCH DATE  -        2002.00
 EZ2816  X           -     979,617.671 (meters)                     COMP
 EZ2816  Y           -  -5,073,070.931 (meters)                     COMP
 EZ2816  Z           -   3,727,314.220 (meters)                     COMP
 EZ2816  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 EZ2816  ELLIP HEIGHT-         122.942 (meters)          (02/10/07) ADJUSTED
 EZ2816  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EZ2816  DYNAMIC HT  -         153.566 (meters)     503.82  (feet)  COMP
 EZ2816
 EZ2816  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2816  Type    PID    Designation                      North   East  Ellip
 EZ2816  -------------------------------------------------------------------
 EZ2816  NETWORK EZ2816 4 JMS 5                           0.29   0.25   0.67
 EZ2816  -------------------------------------------------------------------
 EZ2816  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 EZ2816
 EZ2816  VERT ORDER  -  SECOND    CLASS II
 EZ2816
 EZ2816.The horizontal coordinates were established by GPS observations
 EZ2816.and adjusted by the National Geodetic Survey in February 2007.
 EZ2816
 EZ2816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2816.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2816.The epoch date for horizontal control is a decimal equivalence
 EZ2816.of Year/Month/Day.
 EZ2816
 EZ2816.The orthometric height was determined by differential leveling
 EZ2816.and adjusted in June 1991.
 EZ2816
 EZ2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2816
 EZ2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2816
 EZ2816.The ellipsoidal height was determined by GPS observations
 EZ2816.and is referenced to NAD 83.
 EZ2816
 EZ2816.The geoid height was determined by GEOID03.
 EZ2816
 EZ2816.The dynamic height is computed by dividing the NAVD 88
 EZ2816.geopotential number by the normal gravity value computed on the
 EZ2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2816.degrees latitude (g = 980.6199 gals.).
 EZ2816
 EZ2816.The modeled gravity was interpolated from observed gravity values.
 EZ2816
 EZ2816;                    North         East     Units Scale Factor Converg.
 EZ2816;SPC NC       -   248,429.213   603,233.393   MT  0.99995535   -0 02 26.7
 EZ2816;SPC NC       -   815,054.84  1,979,108.22   sFT  0.99995535   -0 02 26.7
 EZ2816;UTM  17      - 3,984,496.296   673,924.011   MT  0.99997274   +1 08 02.6
 EZ2816
 EZ2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2816!SPC NC       -   0.99998070  x   0.99995535  =   0.99993606
 EZ2816!UTM  17      -   0.99998070  x   0.99997274  =   0.99995345
 EZ2816
 EZ2816                          SUPERSEDED SURVEY CONTROL
 EZ2816
 EZ2816  NAD 83(1986)-  35 59 21.92024(N)    079 04 14.23730(W) AD(       ) 1
 EZ2816  NAD 83(2001)-  35 59 21.91639(N)    079 04 14.22825(W) AD(       ) B
 EZ2816  ELLIP H (08/16/04)  122.941  (m)                       GP(       ) 4 2
 EZ2816  NAD 83(1986)-  35 59 21.91866(N)    079 04 14.23562(W) AD(       ) 2
 EZ2816  NAVD 88 (08/16/04)  153.69   (m)          504.2    (f) LEVELING    3  
 EZ2816  NGVD 29 (03/05/92)  153.927  (m)          505.01   (f) ADJUSTED    2 2
 EZ2816
 EZ2816.Superseded values are not recommended for survey control.
 EZ2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2816.See file dsdata.txt to determine how the superseded data were derived.
 EZ2816
 EZ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7392484496(NAD 83)
 EZ2816_MARKER: DD = SURVEY DISK
 EZ2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2816_SP_SET: CONCRETE POST
 EZ2816_STAMPING: 4 JMS 5 1977 504.983
 EZ2816_MARK LOGO: NCDOT 
 EZ2816_PROJECTION: RECESSED 8 CENTIMETERS
 EZ2816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2816+STABILITY: SURFACE MOTION
 EZ2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2816+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 EZ2816
 EZ2816  HISTORY     - Date     Condition        Report By
 EZ2816  HISTORY     - 1977     MONUMENTED       NCDOT
 EZ2816  HISTORY     - 1981     GOOD             NCGS
 EZ2816  HISTORY     - 19940824 GOOD             NCGS
 EZ2816  HISTORY     - 20000814 GOOD             NCGS
 EZ2816  HISTORY     - 20020722 GOOD             NCGS
 EZ2816  HISTORY     - 20050818 GOOD             GEOCAC
 EZ2816  HISTORY     - 20060823 GOOD             USPSQD
 EZ2816
 EZ2816                          STATION DESCRIPTION
 EZ2816
 EZ2816'DESCRIBED BY 
NC DOT 1977 (ACD)
 EZ2816'STATION IS LOCATED ABOUT 5.4 MILES NORTH-NORTHWEST OF CHAPEL HILL.
 EZ2816'
 EZ2816'ALONG NC 86, 0.3 MILE SOUTH OF RAILROAD CROSSING (IN BLACKWOOD
 EZ2816'COMMUNITY), OR 0.4 MILE NORTHWEST OF SR 1839 INTERSECTION, AT THE
 EZ2816'NORTH SIDE OF THE ENTRANCE TO RESTLAND MEMORIAL GARDENS.
 EZ2816'
 EZ2816'THE STATION IS A STANDARD NCDOT DISK
 EZ2816'STAMPED---4 JMS 5 1977 504.983---,
 EZ2816'SET INTO THE TOP OF A SQUARE MONUMENT
 EZ2816'15 CM ON A SIDE RECESSED 8 CM BELOW GROUND.  LOCATED
 EZ2816'6.9 METERS (22.7 FT) EAST FROM CENTERLINE OF HIGHWAY,
 EZ2816'11.9 METERS (39.0 FT) NORTH FROM CENTER OF METAL DRAINAGE COVER,
 EZ2816'13.0 METERS (42.5 FT) WEST-SOUTHWEST FROM NORTHWEST CORNER OF NORTH
 EZ2816'STONE PILLOW--AND
 EZ2816'22.8 METERS (74.6 FT) SOUTH-SOUTHWEST FROM POWER POLE WITH
 EZ2816'TRANSFORMER AND
 EZ2816'25.0 METERS (82.0 FT) NORTHEAST FROM TELEPHONE POLE (83)--BOTH WITH
 EZ2816'REFERENCE TAGS.
 EZ2816'
 EZ2816'MARK IS LEVEL WITH HIGHWAY.
 EZ2816
 EZ2816                          STATION RECOVERY (1981)
 EZ2816
 EZ2816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2816'5.4 MI NNW FROM CHAPEL HILL.
 EZ2816'ALONG NC 86, 0.30 MILE SOUTH OF RAILROAD CROSSING IN BLACKWOOD
 EZ2816'COMMUNITY, OR 0.4 MILE NORTHWEST OF SR 1839 INTERSECTION, AT THE
 EZ2816'NORTH SIDE OF THE ENTRANCE TO RESTLAND MEMORIAL GARDENS, 22.7 FEET
 EZ2816'EAST OF CENTERLINE OF HIGHWAY, 39.0 FEET NORTH OF CENTER OF METAL
 EZ2816'DRAINAGE COVER, 42.5 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF
 EZ2816'NORTH STONE PILLOW, 74.6 FEET SOUTH-SOUTHWEST OF POWER POLE WITH
 EZ2816'TRANSFORMER AND WITH REFERENCE TAG AND 82.0 FEET NORTHEAST OF
 EZ2816'TELEPHONE POLE (83) WITH REFERENCE TAG.
 EZ2816'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2816
 EZ2816                          STATION RECOVERY (1994)
 EZ2816
 EZ2816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 EZ2816'RECOVERED AS DESCRIBED.
 EZ2816
 EZ2816                          STATION RECOVERY (2000)
 EZ2816
 EZ2816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EZ2816'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS. LOCATED 75.2 FT (22.9
 EZ2816'M) SOUTH OF POWER POLE AND 83.7 FT (25.5 M) NORTH-NORTHEAST OF
 EZ2816'TELEPHONE POLE ACROSS HIGHWAY--BOTH WITH REFERENCE TAGS.
 EZ2816
 EZ2816                          STATION RECOVERY (2002)
 EZ2816
 EZ2816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB)
 EZ2816'RECOVERED AS DESCRIBED.
 EZ2816
 EZ2816                          STATION RECOVERY (2005)
 EZ2816
 EZ2816'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2816'RECOVERED AS DESCRIBED, ACROSS THE STREET FROM A 1-STORY  RESIDENCE AT
 EZ2816'6318 NC HWY 86. MARK IS RECESSED 8 CENTIMETERS.
 EZ2816
 EZ2816                          STATION RECOVERY (2006)
 EZ2816
 EZ2816'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1373 ***********************************************************************
 EY1373  DESIGNATION -  4 JS 11
 EY1373  PID         -  EY1373
 EY1373  STATE/COUNTY-  NC/NASH
 EY1373  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1373
 EY1373                         *CURRENT SURVEY CONTROL
 EY1373  ___________________________________________________________________
 EY1373* NAD 83(1986)-  35 57 43.     (N)    077 49 13.     (W)     SCALED    
 EY1373* NAVD 88     -        29.928  (meters)      98.19   (feet)  ADJUSTED  
 EY1373  ___________________________________________________________________
 EY1373  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EY1373  DYNAMIC HT  -          29.903 (meters)      98.11  (feet)  COMP
 EY1373  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 EY1373
 EY1373  VERT ORDER  -  SECOND    CLASS I
 EY1373
 EY1373.The horizontal coordinates were scaled from a topographic map and have
 EY1373.an estimated accuracy of +/- 6 seconds.
 EY1373
 EY1373.The orthometric height was determined by differential leveling
 EY1373.and adjusted in June 1991.
 EY1373
 EY1373.The geoid height was determined by GEOID03.
 EY1373
 EY1373.The dynamic height is computed by dividing the NAVD 88
 EY1373.geopotential number by the normal gravity value computed on the
 EY1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1373.degrees latitude (g = 980.6199 gals.).
 EY1373
 EY1373.The modeled gravity was interpolated from observed gravity values.
 EY1373
 EY1373;                    North         East    Units  Estimated Accuracy
 EY1373;SPC NC       -   246,010.      716,010.      MT  (+/- 180 meters Scaled)
 EY1373
 EY1373                          SUPERSEDED SURVEY CONTROL
 EY1373
 EY1373  NGVD 29 (??/??/92)   30.249  (m)           99.24   (f) ADJ UNCH    2 1
 EY1373
 EY1373.Superseded values are not recommended for survey control.
 EY1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1373.See file dsdata.txt to determine how the superseded data were derived.
 EY1373
 EY1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE456834(NAD 83)
 EY1373_MARKER: DB = BENCH MARK DISK
 EY1373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EY1373_SP_SET: BRIDGE WHEEL GUARD
 EY1373_STAMPING: 4 JS 11 1960
 EY1373_MARK LOGO: NCDOT 
 EY1373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1373+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 EY1373
 EY1373  HISTORY     - Date     Condition        Report By
 EY1373  HISTORY     - 1960     MONUMENTED       NCDOT
 EY1373  HISTORY     - 1978     GOOD             NCGS
 EY1373  HISTORY     - 19970623 GOOD             NCSHC
 EY1373  HISTORY     - 20040622 GOOD             USPSQD
 EY1373  HISTORY     - 20050923 GOOD             USPSQD
 EY1373
 EY1373                          STATION DESCRIPTION
 EY1373
 EY1373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1373'IN ROCKY MOUNT.
 EY1373'TO REACH STATION FROM THE US 301 BYPASS UNDERPASS OF US 64 IN ROCKY
 EY1373'MOUNT, PROCEED NORTH ALONG US 301 BYPASS FOR 0.4 MILES TO BRIDGE OVER
 EY1373'STONEY CREEK AND STATION ON THE RIGHT IN NORTH END OF EAST WHEEL GUARD
 EY1373'OF NORTHBOUND LANE BRIDGE, 0.9 FT. WEST OF EAST BRIDGE RAIL AND 1.6
 EY1373'FT. SOUTH OF NORTH END OF CONCRETE WHEEL GUARD.
 EY1373
 EY1373                          STATION RECOVERY (1997)
 EY1373
 EY1373'RECOVERY NOTE BY NC STATE HWYS COMM 1997 (WLL)
 EY1373'RECOVERED AS DESCRIBED.
 EY1373
 EY1373                          STATION RECOVERY (2004)
 EY1373
 EY1373'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1373'RECOVERED IN GOOD CONDITION.
 EY1373
 EY1373                          STATION RECOVERY (2005)
 EY1373
 EY1373'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1144 ***********************************************************************
 EY1144  DESIGNATION -  4 JS 26
 EY1144  PID         -  EY1144
 EY1144  STATE/COUNTY-  NC/EDGECOMBE
 EY1144  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1144
 EY1144                         *CURRENT SURVEY CONTROL
 EY1144  ___________________________________________________________________
 EY1144* NAD 83(1986)-  35 56 29.     (N)    077 46 32.     (W)     SCALED    
 EY1144* NAVD 88     -        28.827  (meters)      94.58   (feet)  ADJUSTED  
 EY1144  ___________________________________________________________________
 EY1144  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EY1144  DYNAMIC HT  -          28.803 (meters)      94.50  (feet)  COMP
 EY1144  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 EY1144
 EY1144  VERT ORDER  -  SECOND    CLASS I
 EY1144
 EY1144.The horizontal coordinates were scaled from a topographic map and have
 EY1144.an estimated accuracy of +/- 6 seconds.
 EY1144
 EY1144.The orthometric height was determined by differential leveling
 EY1144.and adjusted in June 1991.
 EY1144
 EY1144.The geoid height was determined by GEOID03.
 EY1144
 EY1144.The dynamic height is computed by dividing the NAVD 88
 EY1144.geopotential number by the normal gravity value computed on the
 EY1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1144.degrees latitude (g = 980.6199 gals.).
 EY1144
 EY1144.The modeled gravity was interpolated from observed gravity values.
 EY1144
 EY1144;                    North         East    Units  Estimated Accuracy
 EY1144;SPC NC       -   243,780.      720,070.      MT  (+/- 180 meters Scaled)
 EY1144
 EY1144                          SUPERSEDED SURVEY CONTROL
 EY1144
 EY1144  NGVD 29 (??/??/92)   29.153  (m)           95.65   (f) ADJ UNCH    2 1
 EY1144
 EY1144.Superseded values are not recommended for survey control.
 EY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1144.See file dsdata.txt to determine how the superseded data were derived.
 EY1144
 EY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE496810(NAD 83)
 EY1144_MARKER: DD = SURVEY DISK
 EY1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1144_STAMPING: 4 JS 26 1960
 EY1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1144+STABILITY: SURFACE MOTION
 EY1144
 EY1144  HISTORY     - Date     Condition        Report By
 EY1144  HISTORY     - 1960     MONUMENTED       NCGS
 EY1144  HISTORY     - 1976     GOOD             NCGS
 EY1144
 EY1144                          STATION DESCRIPTION
 EY1144
 EY1144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1144'IN ROCKY MOUNT.
 EY1144'STATION IS LOCATED 0.2 MILE SOUTH ALONG NC 43 (FAIRVIEW ST.) FROM US
 EY1144'64, IN FRONT OF THE U.S. ARMY RESERVE BUILDING.  25.0 FT. W OF
 EY1144'CENTERLINE OF NC 43, 55.7 FT. NNE OF FIRE HYDRANT, 50.9 FT. ESE OF
 EY1144'METAL FLAG POLE AND 2.5 FT. SSW OF PP WITH ALUMINUM REF. TAG.  DISK IS
 EY1144'SET IN CONCRETE PRECAST, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1141 ***********************************************************************
 EY1141  DESIGNATION -  4 JS 27
 EY1141  PID         -  EY1141
 EY1141  STATE/COUNTY-  NC/EDGECOMBE
 EY1141  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1141
 EY1141                         *CURRENT SURVEY CONTROL
 EY1141  ___________________________________________________________________
 EY1141* NAD 83(1986)-  35 58 27.     (N)    077 46 55.     (W)     SCALED    
 EY1141* NAVD 88     -        33.742  (meters)     110.70   (feet)  ADJUSTED  
 EY1141  ___________________________________________________________________
 EY1141  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY1141  DYNAMIC HT  -          33.713 (meters)     110.61  (feet)  COMP
 EY1141  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 EY1141
 EY1141  VERT ORDER  -  SECOND    CLASS I
 EY1141
 EY1141.The horizontal coordinates were scaled from a topographic map and have
 EY1141.an estimated accuracy of +/- 6 seconds.
 EY1141
 EY1141.The orthometric height was determined by differential leveling
 EY1141.and adjusted in June 1991.
 EY1141
 EY1141.The geoid height was determined by GEOID03.
 EY1141
 EY1141.The dynamic height is computed by dividing the NAVD 88
 EY1141.geopotential number by the normal gravity value computed on the
 EY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1141.degrees latitude (g = 980.6199 gals.).
 EY1141
 EY1141.The modeled gravity was interpolated from observed gravity values.
 EY1141
 EY1141;                    North         East    Units  Estimated Accuracy
 EY1141;SPC NC       -   247,410.      719,450.      MT  (+/- 180 meters Scaled)
 EY1141
 EY1141                          SUPERSEDED SURVEY CONTROL
 EY1141
 EY1141  NGVD 29 (??/??/92)   34.059  (m)          111.74   (f) ADJ UNCH    2 1
 EY1141
 EY1141.Superseded values are not recommended for survey control.
 EY1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1141.See file dsdata.txt to determine how the superseded data were derived.
 EY1141
 EY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE491846(NAD 83)
 EY1141_MARKER: DD = SURVEY DISK
 EY1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1141_SP_SET: BRIDGE
 EY1141_STAMPING: 4-JS-27 1960
 EY1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1141+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 EY1141
 EY1141  HISTORY     - Date     Condition        Report By
 EY1141  HISTORY     - 1960     MONUMENTED       NCGS
 EY1141  HISTORY     - 1976     GOOD             NCGS
 EY1141  HISTORY     - 19990227 GOOD             USPSQD
 EY1141  HISTORY     - 20040622 GOOD             USPSQD
 EY1141  HISTORY     - 20050923 GOOD             USPSQD
 EY1141
 EY1141                          STATION DESCRIPTION
 EY1141
 EY1141'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1141'IN ROCKY MOUNT.
 EY1141'STATION IS IN THE NORTHEAST CORNER OF NC 97 BRIDGE OVER SEABOARD COAST
 EY1141'LINE RAILROAD.  1.0 FT. S OF GUARD RAIL, AND 1.4 FT. W OF E END OF
 EY1141'BRIDGE.  DISK IS SET FLUSH IN DRILL HOLE IN BRIDGE.
 EY1141
 EY1141                          STATION RECOVERY (1999)
 EY1141
 EY1141'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1141'RECOVERED IN GOOD CONDITION.
 EY1141
 EY1141                          STATION RECOVERY (2004)
 EY1141
 EY1141'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1141'RECOVERED IN GOOD CONDITION.
 EY1141
 EY1141                          STATION RECOVERY (2005)
 EY1141
 EY1141'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1139 ***********************************************************************
 EY1139  DESIGNATION -  4 JS 28
 EY1139  PID         -  EY1139
 EY1139  STATE/COUNTY-  NC/EDGECOMBE
 EY1139  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1139
 EY1139                         *CURRENT SURVEY CONTROL
 EY1139  ___________________________________________________________________
 EY1139* NAD 83(1986)-  35 58 32.     (N)    077 46 32.     (W)     SCALED    
 EY1139* NAVD 88     -        23.717  (meters)      77.81   (feet)  ADJUSTED  
 EY1139  ___________________________________________________________________
 EY1139  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 EY1139  DYNAMIC HT  -          23.696 (meters)      77.74  (feet)  COMP
 EY1139  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 EY1139
 EY1139  VERT ORDER  -  SECOND    CLASS I
 EY1139
 EY1139.The horizontal coordinates were scaled from a topographic map and have
 EY1139.an estimated accuracy of +/- 6 seconds.
 EY1139
 EY1139.The orthometric height was determined by differential leveling
 EY1139.and adjusted in June 1991.
 EY1139
 EY1139.The geoid height was determined by GEOID03.
 EY1139
 EY1139.The dynamic height is computed by dividing the NAVD 88
 EY1139.geopotential number by the normal gravity value computed on the
 EY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1139.degrees latitude (g = 980.6199 gals.).
 EY1139
 EY1139.The modeled gravity was interpolated from observed gravity values.
 EY1139
 EY1139;                    North         East    Units  Estimated Accuracy
 EY1139;SPC NC       -   247,570.      720,030.      MT  (+/- 180 meters Scaled)
 EY1139
 EY1139                          SUPERSEDED SURVEY CONTROL
 EY1139
 EY1139  NGVD 29 (??/??/92)   24.035  (m)           78.85   (f) ADJ UNCH    2 1
 EY1139
 EY1139.Superseded values are not recommended for survey control.
 EY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1139.See file dsdata.txt to determine how the superseded data were derived.
 EY1139
 EY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE497848(NAD 83)
 EY1139_MARKER: DD = SURVEY DISK
 EY1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1139_STAMPING: 4-JS-28 1960
 EY1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1139+STABILITY: SURFACE MOTION
 EY1139
 EY1139  HISTORY     - Date     Condition        Report By
 EY1139  HISTORY     - 1960     MONUMENTED       NCGS
 EY1139  HISTORY     - 1976     GOOD             NCGS
 EY1139
 EY1139                          STATION DESCRIPTION
 EY1139
 EY1139'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1139'2.6 MI NNE FROM ROCKY MOUNT.
 EY1139'TO REACH STATION FROM THE INTERSECTION OF US 301 BUSINESS AND NC 97
 EY1139'NEAR THE AIRPORT IN ROCKY MOUNT, PROCEED EAST ALONG NC 97 FOR 0.55
 EY1139'MILE TO STATION ON THE LEFT, NEAR SOUTHEAST CORNER OF FENCE AROUND
 EY1139'PILOT TRUCKING COMPANY.  0.1 MILE EAST OF T INTERSECTION WITH SR 1401
 EY1139'(N).  40.2 FT. N OF C/L OF NC 97, 24.4 FT. SSW OF METAL CORNER FENCE
 EY1139'POST, 21.9 FT. SSW OF POWER SERVICE POLE WITH METER AND ALUMINUM REF.
 EY1139'TAG, AND 65.8 FT. ESE OF 4 INCH (EASTERNMOST) GATE POST.  DISK IS SET
 EY1139'IN TOP OF PRECAST CONCRETE, 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1137 ***********************************************************************
 EY1137  DESIGNATION -  4 JS 29
 EY1137  PID         -  EY1137
 EY1137  STATE/COUNTY-  NC/EDGECOMBE
 EY1137  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1137
 EY1137                         *CURRENT SURVEY CONTROL
 EY1137  ___________________________________________________________________
 EY1137* NAD 83(1986)-  35 58 40.     (N)    077 45 28.     (W)     SCALED    
 EY1137* NAVD 88     -        24.511  (meters)      80.42   (feet)  ADJUSTED  
 EY1137  ___________________________________________________________________
 EY1137  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EY1137  DYNAMIC HT  -          24.490 (meters)      80.35  (feet)  COMP
 EY1137  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 EY1137
 EY1137  VERT ORDER  -  SECOND    CLASS I
 EY1137
 EY1137.The horizontal coordinates were scaled from a topographic map and have
 EY1137.an estimated accuracy of +/- 6 seconds.
 EY1137
 EY1137.The orthometric height was determined by differential leveling
 EY1137.and adjusted in June 1991.
 EY1137
 EY1137.The geoid height was determined by GEOID03.
 EY1137
 EY1137.The dynamic height is computed by dividing the NAVD 88
 EY1137.geopotential number by the normal gravity value computed on the
 EY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1137.degrees latitude (g = 980.6199 gals.).
 EY1137
 EY1137.The modeled gravity was interpolated from observed gravity values.
 EY1137
 EY1137;                    North         East    Units  Estimated Accuracy
 EY1137;SPC NC       -   247,840.      721,630.      MT  (+/- 180 meters Scaled)
 EY1137
 EY1137                          SUPERSEDED SURVEY CONTROL
 EY1137
 EY1137  NGVD 29 (??/??/92)   24.831  (m)           81.47   (f) ADJ UNCH    2 1
 EY1137
 EY1137.Superseded values are not recommended for survey control.
 EY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1137.See file dsdata.txt to determine how the superseded data were derived.
 EY1137
 EY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE513850(NAD 83)
 EY1137_MARKER: DD = SURVEY DISK
 EY1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1137_SP_SET: WHEEL GUARD
 EY1137_STAMPING: 4-JS-29 1960
 EY1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1137+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 EY1137
 EY1137  HISTORY     - Date     Condition        Report By
 EY1137  HISTORY     - 1960     MONUMENTED       NCGS
 EY1137  HISTORY     - 1976     GOOD             NCGS
 EY1137  HISTORY     - 19990227 GOOD             USPSQD
 EY1137  HISTORY     - 20040622 GOOD             USPSQD
 EY1137  HISTORY     - 20060312 GOOD             USPSQD
 EY1137
 EY1137                          STATION DESCRIPTION
 EY1137
 EY1137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1137'3.2 MI NE FROM ROCKY MOUNT.
 EY1137'TO REACH STATION FROM THE INTERSECTION OF NC 97 WITH SR 1400 (N) AND
 EY1137'SR 1250 (SPRINGFIELD RD.), PROCEED SOUTH ALONG SR 1250 FOR 0.1 MILE TO
 EY1137'BRIDGE OVER TAR RIVER AND STATION ON SOUTHEAST CORNER OF BRIDGE IN
 EY1137'CONCRETE WHEEL GUARD.  0.6 FT. W OF EDGE OF WHEEL GUARD AND 0.8 FT. N
 EY1137'OF S END OF BRIDGE.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE WHEEL
 EY1137'GUARD.
 EY1137
 EY1137                          STATION RECOVERY (1999)
 EY1137
 EY1137'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1137'RECOVERED IN GOOD CONDITION.
 EY1137
 EY1137                          STATION RECOVERY (2004)
 EY1137
 EY1137'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1137'RECOVERED IN GOOD CONDITION.
 EY1137
 EY1137                          STATION RECOVERY (2006)
 EY1137
 EY1137'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3123 ***********************************************************************
 EY3123  DESIGNATION -  4 JS 30
 EY3123  PID         -  EY3123
 EY3123  STATE/COUNTY-  NC/EDGECOMBE
 EY3123  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3123
 EY3123                         *CURRENT SURVEY CONTROL
 EY3123  ___________________________________________________________________
 EY3123* NAD 83(2001)-  35 58 01.15869(N)    077 45 20.04280(W)     ADJUSTED  
 EY3123* NAVD 88     -        23.12   (+/-2cm)      75.9    (feet)  VERTCON   
 EY3123  ___________________________________________________________________
 EY3123  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EY3123  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EY3123  HORZ ORDER  -  SECOND
 EY3123  VERT ORDER  -  THIRD ? (See Below)
 EY3123
 EY3123.The horizontal coordinates were established by classical geodetic methods
 EY3123.and adjusted by the National Geodetic Survey in August 2005.
 EY3123
 EY3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3123.The vertical order pertains to the NGVD 29 superseded value.
 EY3123
 EY3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3123
 EY3123.The geoid height was determined by GEOID03.
 EY3123
 EY3123;                    North         East     Units Scale Factor Converg.
 EY3123;SPC NC       -   246,641.496   721,842.083   MT  0.99995039   +0 43 05.7
 EY3123;SPC NC       -   809,189.64  2,368,243.57   sFT  0.99995039   +0 43 05.7
 EY3123;UTM  18      - 3,983,798.000   251,513.835   MT  1.00036089   -1 37 09.2
 EY3123
 EY3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3123!SPC NC       -   1.00000187  x   0.99995039  =   0.99995226
 EY3123!UTM  18      -   1.00000187  x   1.00036089  =   1.00036276
 EY3123
 EY3123|---------------------------------------------------------------------|
 EY3123| PID    Reference Object                     Distance      Geod. Az  |
 EY3123|                                                           dddmmss.s |
 EY3123| EY3113 SPRINGFIELD                         371.282 METERS 17545     |
 EY3123| EY1136 GATE                                APPROX. 0.7 KM 3511332.1 |
 EY3123|---------------------------------------------------------------------|
 EY3123
 EY3123                          SUPERSEDED SURVEY CONTROL
 EY3123
 EY3123  NAD 83(1986)-  35 58 01.16688(N)    077 45 20.05193(W) AD(       ) 2
 EY3123  NAD 27      -  35 58 00.61052(N)    077 45 21.13258(W) AD(       ) 2
 EY3123  NGVD 29 (07/19/86)   23.44   (m)           76.9    (f) LEVELING    3  
 EY3123
 EY3123.Superseded values are not recommended for survey control.
 EY3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3123.See file dsdata.txt to determine how the superseded data were derived.
 EY3123
 EY3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5151483798(NAD 83)
 EY3123_MARKER: DE = TRAVERSE STATION DISK
 EY3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3123_STAMPING: 4 JS 30 1960
 EY3123_MARK LOGO: NCHPWC
 EY3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3123+STABILITY: SURFACE MOTION
 EY3123
 EY3123  HISTORY     - Date     Condition        Report By
 EY3123  HISTORY     - 1963     MONUMENTED       NCHPWC
 EY3123  HISTORY     - 1976     MARK NOT FOUND   NCGS
 EY3123  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 EY3123  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 EY3123
 EY3123                          STATION DESCRIPTION
 EY3123
 EY3123'DESCRIBED BY NC HWY AND P W COMM 1963 (WCF)
 EY3123'4 JS 30 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3123'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3123'
 EY3123'4 JS 30 IS 2.7 MILES NE OF THE CENTER OF ROCKY MOUNT, 0.25
 EY3123'MILE NORTH ALONG SR 1250 FROM SR 1243 ON THE EAST SIDE OF SR
 EY3123'1250, 0.85 MILE SOUTH ALONG SR 1250 FROM NC 97, 75 FEET
 EY3123'SOUTHWEST OF SW CORNER OF HOUSE AND 10 FT SOUTH OF CENTER LINE
 EY3123'OF DRIVEWAY.
 EY3123'
 EY3123'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED 4
 EY3123'JS 30, 1960, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3123'WHICH IS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 EY3123'
 EY3123'MARK IS 24.7 FT E OF C/L OF SR 1250
 EY3123'
 EY3123'67.4 FT S OF 14 INCH TREE IN YARD
 EY3123'
 EY3123'74.5 FT SW OF SW CORNER OF PORCH ON HOUSE
 EY3123'
 EY3123'3.0 FT W OF 3 LEAD NAILS IN PP J-37S
 EY3123
 EY3123                          STATION RECOVERY (1976)
 EY3123
 EY3123'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY3123'STATION NOT FOUND.
 EY3123'
 EY3123'NEAREST TOWN--2.7 MILES NE OF CENTER OF ROCKY MOUNT.
 EY3123
 EY3123                          STATION RECOVERY (2004)
 EY3123
 EY3123'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY3123'MARK NOT FOUND.
 EY3123
 EY3123                          STATION RECOVERY (2005)
 EY3123
 EY3123'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY3123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1167 ***********************************************************************
 EY1167  DESIGNATION -  4 JS 31
 EY1167  PID         -  EY1167
 EY1167  STATE/COUNTY-  NC/EDGECOMBE
 EY1167  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1167
 EY1167                         *CURRENT SURVEY CONTROL
 EY1167  ___________________________________________________________________
 EY1167* NAD 83(1986)-  35 56 45.     (N)    077 45 30.     (W)     SCALED    
 EY1167* NAVD 88     -        32.312  (meters)     106.01   (feet)  ADJUSTED  
 EY1167  ___________________________________________________________________
 EY1167  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EY1167  DYNAMIC HT  -          32.285 (meters)     105.92  (feet)  COMP
 EY1167  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 EY1167
 EY1167  VERT ORDER  -  SECOND    CLASS I
 EY1167
 EY1167.The horizontal coordinates were scaled from a topographic map and have
 EY1167.an estimated accuracy of +/- 6 seconds.
 EY1167
 EY1167.The orthometric height was determined by differential leveling
 EY1167.and adjusted in June 1991.
 EY1167
 EY1167.The geoid height was determined by GEOID03.
 EY1167
 EY1167.The dynamic height is computed by dividing the NAVD 88
 EY1167.geopotential number by the normal gravity value computed on the
 EY1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1167.degrees latitude (g = 980.6199 gals.).
 EY1167
 EY1167.The modeled gravity was interpolated from observed gravity values.
 EY1167
 EY1167;                    North         East    Units  Estimated Accuracy
 EY1167;SPC NC       -   244,290.      721,620.      MT  (+/- 180 meters Scaled)
 EY1167
 EY1167                          SUPERSEDED SURVEY CONTROL
 EY1167
 EY1167  NGVD 29 (??/??/92)   32.635  (m)          107.07   (f) ADJ UNCH    2 1
 EY1167
 EY1167.Superseded values are not recommended for survey control.
 EY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1167.See file dsdata.txt to determine how the superseded data were derived.
 EY1167
 EY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE511814(NAD 83)
 EY1167_MARKER: DD = SURVEY DISK
 EY1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1167_STAMPING: 4 JS 31 1960
 EY1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1167+STABILITY: SURFACE MOTION
 EY1167
 EY1167  HISTORY     - Date     Condition        Report By
 EY1167  HISTORY     - 1963     MONUMENTED       NCGS
 EY1167  HISTORY     - 1976     GOOD             NCGS
 EY1167
 EY1167                          STATION DESCRIPTION
 EY1167
 EY1167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1167'2.1 MI E FROM ROCKY MOUNT.
 EY1167'TO REACH STATION FROM INTERSECTION OF US 64 AND SR 1250 (SPRINGFIELD
 EY1167'RD.), PROCEED WEST ALONG US 64 FOR 0.25 MILE TO STATION ON RIGHT,
 EY1167'OPPOSITE DRIVEWAY AND APPROXIMATELY 200 FEET WEST OF PATS GRILL. 29.0
 EY1167'FT. N OF CENTERLINE OF US 64, 31.3 FT. WNW OF CENTER OF METAL GRILL OF
 EY1167'DRAIN AND 2.3 FT. ESE OF TP NO. 85 WITH ALUMINUM REF. TAG. DISK IS SET
 EY1167'IN CONCRETE PRECAST, 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1143 ***********************************************************************
 EY1143  DESIGNATION -  4 JS 32
 EY1143  PID         -  EY1143
 EY1143  STATE/COUNTY-  NC/EDGECOMBE
 EY1143  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1143
 EY1143                         *CURRENT SURVEY CONTROL
 EY1143  ___________________________________________________________________
 EY1143* NAD 83(1986)-  35 56 45.     (N)    077 45 50.     (W)     SCALED    
 EY1143* NAVD 88     -        33.662  (meters)     110.44   (feet)  ADJUSTED  
 EY1143  ___________________________________________________________________
 EY1143  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EY1143  DYNAMIC HT  -          33.633 (meters)     110.34  (feet)  COMP
 EY1143  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 EY1143
 EY1143  VERT ORDER  -  SECOND    CLASS I
 EY1143
 EY1143.The horizontal coordinates were scaled from a topographic map and have
 EY1143.an estimated accuracy of +/- 6 seconds.
 EY1143
 EY1143.The orthometric height was determined by differential leveling
 EY1143.and adjusted in June 1991.
 EY1143
 EY1143.The geoid height was determined by GEOID03.
 EY1143
 EY1143.The dynamic height is computed by dividing the NAVD 88
 EY1143.geopotential number by the normal gravity value computed on the
 EY1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1143.degrees latitude (g = 980.6199 gals.).
 EY1143
 EY1143.The modeled gravity was interpolated from observed gravity values.
 EY1143
 EY1143;                    North         East    Units  Estimated Accuracy
 EY1143;SPC NC       -   244,290.      721,120.      MT  (+/- 180 meters Scaled)
 EY1143
 EY1143                          SUPERSEDED SURVEY CONTROL
 EY1143
 EY1143  NGVD 29 (??/??/92)   33.985  (m)          111.50   (f) ADJ UNCH    2 1
 EY1143
 EY1143.Superseded values are not recommended for survey control.
 EY1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1143.See file dsdata.txt to determine how the superseded data were derived.
 EY1143
 EY1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE506814(NAD 83)
 EY1143_MARKER: DD = SURVEY DISK
 EY1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1143_STAMPING: 4 JS 32 1960
 EY1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1143+STABILITY: SURFACE MOTION
 EY1143
 EY1143  HISTORY     - Date     Condition        Report By
 EY1143  HISTORY     - 1960     MONUMENTED       NCGS
 EY1143  HISTORY     - 1976     GOOD             NCGS
 EY1143
 EY1143                          STATION DESCRIPTION
 EY1143
 EY1143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1143'IN ROCKY MOUNT.
 EY1143'TO REACH STATION FROM INTERSECTION OF US 64 AND SR 1250 (SPRINGFIELD
 EY1143'RD.), PROCEED WEST ALONG US 64 FOR 0.55 MILE TO STATION ON LEFT IN
 EY1143'NORTHWEST CORNER OF PROPERTY OF M. C. PITTS.  0.05 MILE EAST OF Y
 EY1143'INTERSECTION WITH SR 1232 (SE).  31.2 FT. S OF CENTERLINE OF US 64,
 EY1143'2.6 FT. ENE OF PP NO. 14 WITH ALUMINUM REF. TAG AND 58.0 FT. E OF 6
 EY1143'INCH METAL POST OF JIFFY MART SIGN.  DISK IS SET IN CONCRET PRECAST, 4
 EY1143'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1370 ***********************************************************************
 EY1370  DESIGNATION -  4 JS 7
 EY1370  PID         -  EY1370
 EY1370  STATE/COUNTY-  NC/NASH
 EY1370  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1370
 EY1370                         *CURRENT SURVEY CONTROL
 EY1370  ___________________________________________________________________
 EY1370* NAD 83(1986)-  35 55 35.     (N)    077 49 50.     (W)     SCALED    
 EY1370* NAVD 88     -        33.007  (meters)     108.29   (feet)  ADJUSTED  
 EY1370  ___________________________________________________________________
 EY1370  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EY1370  DYNAMIC HT  -          32.978 (meters)     108.20  (feet)  COMP
 EY1370  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 EY1370
 EY1370  VERT ORDER  -  SECOND    CLASS I
 EY1370
 EY1370.The horizontal coordinates were scaled from a topographic map and have
 EY1370.an estimated accuracy of +/- 6 seconds.
 EY1370
 EY1370.The orthometric height was determined by differential leveling
 EY1370.and adjusted in June 1991.
 EY1370
 EY1370.The geoid height was determined by GEOID03.
 EY1370
 EY1370.The dynamic height is computed by dividing the NAVD 88
 EY1370.geopotential number by the normal gravity value computed on the
 EY1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1370.degrees latitude (g = 980.6199 gals.).
 EY1370
 EY1370.The modeled gravity was interpolated from observed gravity values.
 EY1370
 EY1370;                    North         East    Units  Estimated Accuracy
 EY1370;SPC NC       -   242,060.      715,130.      MT  (+/- 180 meters Scaled)
 EY1370
 EY1370                          SUPERSEDED SURVEY CONTROL
 EY1370
 EY1370  NGVD 29 (??/??/92)   33.331  (m)          109.35   (f) ADJ UNCH    2 1
 EY1370
 EY1370.Superseded values are not recommended for survey control.
 EY1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1370.See file dsdata.txt to determine how the superseded data were derived.
 EY1370
 EY1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE446794(NAD 83)
 EY1370_MARKER: DB = BENCH MARK DISK
 EY1370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EY1370_SP_SET: BRIDGE
 EY1370_STAMPING: 4 JS 7 1960
 EY1370_MARK LOGO: NCSHC 
 EY1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1370
 EY1370  HISTORY     - Date     Condition        Report By
 EY1370  HISTORY     - 1960     MONUMENTED       NCDOT
 EY1370  HISTORY     - 1978     GOOD             NCGS
 EY1370
 EY1370                          STATION DESCRIPTION
 EY1370
 EY1370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1370'2.3 MI SW FROM ROCKY MOUNT.
 EY1370'TO REACH THE STATION FROM THE US 301 BYPASS UNDERPASS OF US 64 AT
 EY1370'ROCKY MOUNT, PROCEED SOUTH ALONG US 301 BYPASS FOR 2.2 MILES TO BRIDGE
 EY1370'OVER THE TAR RIVER AND STATION ON THE LEFT IN NORTH END OF EAST WHEEL
 EY1370'GUARD OF NORTHBOUND LANE OF BRIDGE, 0.8 FT. WEST OF BRIDGE RAIL AND
 EY1370'1.0 FT. SOUTH OF NORTH END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6457 ***********************************************************************
 EZ6457  DESIGNATION -  4 LB 2
 EZ6457  PID         -  EZ6457
 EZ6457  STATE/COUNTY-  NC/WAKE
 EZ6457  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6457
 EZ6457                         *CURRENT SURVEY CONTROL
 EZ6457  ___________________________________________________________________
 EZ6457* NAD 83(2001)-  35 46 46.20452(N)    078 40 00.58798(W)     ADJUSTED  
 EZ6457* NAVD 88     -       100.531  (meters)     329.83   (feet)  ADJUSTED  
 EZ6457  ___________________________________________________________________
 EZ6457  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 EZ6457  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EZ6457  DYNAMIC HT  -         100.445 (meters)     329.54  (feet)  COMP
 EZ6457  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 EZ6457
 EZ6457  HORZ ORDER  -  SECOND
 EZ6457  VERT ORDER  -  SECOND    CLASS I
 EZ6457
 EZ6457.The horizontal coordinates were established by classical geodetic methods
 EZ6457.and adjusted by the National Geodetic Survey in August 2005.
 EZ6457
 EZ6457.The orthometric height was determined by differential leveling
 EZ6457.and adjusted in December 1991.
 EZ6457
 EZ6457.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6457
 EZ6457.The geoid height was determined by GEOID03.
 EZ6457
 EZ6457.The dynamic height is computed by dividing the NAVD 88
 EZ6457.geopotential number by the normal gravity value computed on the
 EZ6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6457.degrees latitude (g = 980.6199 gals.).
 EZ6457
 EZ6457.The modeled gravity was interpolated from observed gravity values.
 EZ6457
 EZ6457;                    North         East     Units Scale Factor Converg.
 EZ6457;SPC NC       -   225,186.977   639,721.837   MT  0.99991491   +0 11 32.3
 EZ6457;SPC NC       -   738,800.94  2,098,820.73   sFT  0.99991491   +0 11 32.3
 EZ6457;UTM  17      - 3,962,003.618   710,885.478   MT  1.00014804   +1 21 52.7
 EZ6457
 EZ6457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6457!SPC NC       -   0.99998937  x   0.99991491  =   0.99990428
 EZ6457!UTM  17      -   0.99998937  x   1.00014804  =   1.00013741
 EZ6457
 EZ6457                          SUPERSEDED SURVEY CONTROL
 EZ6457
 EZ6457  NAD 83(1986)-  35 46 46.20737(N)    078 40 00.59874(W) AD(       ) 2
 EZ6457  NAVD 88 (03/04/92)  100.53   (m)          329.8    (f) LEVELING    3  
 EZ6457
 EZ6457.Superseded values are not recommended for survey control.
 EZ6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6457.See file dsdata.txt to determine how the superseded data were derived.
 EZ6457
 EZ6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1088562004(NAD 83)
 EZ6457_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6457_SP_SET: SQUARE CONCRETE MONUMENT
 EZ6457_STAMPING: 4 LB 2 1972
 EZ6457_MARK LOGO: NCDOT 
 EZ6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6457+STABILITY: SURFACE MOTION
 EZ6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6457+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 EZ6457
 EZ6457  HISTORY     - Date     Condition        Report By
 EZ6457  HISTORY     - 1972     MONUMENTED       NCDOT
 EZ6457  HISTORY     - 19881104 GOOD             NCGS
 EZ6457
 EZ6457                          STATION DESCRIPTION
 EZ6457
 EZ6457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6457'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6457'ALONG WESTERN BOULEVARD FOR 3.05 KM (1.90 MI) SOUTHEAST FROM THE
 EZ6457'BELTLINE -US 1-, AT THE PULLEN ROAD BRIDGE, IN NORTHEAST QUADRANT OF
 EZ6457'INTERSECTION.
 EZ6457'STATION IS A STANDARD NCDOT DISK STAMPED---4 LB 2 1972---, SET IN TOP
 EZ6457'OF A 15 CM CONCRETE POST RECESSED 5 CM BELOW GROUND SURFACE, AND IS 2
 EZ6457'FEET BELOW WESTERN BOULEVARD.  LOCATED 13.7 M (44.9 FT)
 EZ6457'NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES OF WESTERN
 EZ6457'BOULEVARD, 13.3 M (43.6 FT) EAST OF A CONCRETE DRAIN COVER, 33.1 M
 EZ6457'(108.6 FT) EAST OF A CHISELED X IN BRIDGE COLUMN--AND 11.0 M
 EZ6457'(36.1 FT) WEST OF A STREET LIGHTPOLE, 1.9 M (6.2 FT) NORTH-NORTHEAST
 EZ6457'OF A 30-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2667 ***********************************************************************
 FX2667  DESIGNATION -  4 MEA
 FX2667  PID         -  FX2667
 FX2667  STATE/COUNTY-  NC/PASQUOTANK
 FX2667  USGS QUAD   -  PASQUOTANK (1982)
 FX2667
 FX2667                         *CURRENT SURVEY CONTROL
 FX2667  ___________________________________________________________________
 FX2667* NAD 83(1986)-  36 22 10.     (N)    076 17 18.     (W)     SCALED    
 FX2667* NAVD 88     -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 FX2667  ___________________________________________________________________
 FX2667  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 FX2667  DYNAMIC HT  -           3.477 (meters)      11.41  (feet)  COMP
 FX2667  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 FX2667
 FX2667  VERT ORDER  -  SECOND    CLASS II
 FX2667
 FX2667.The horizontal coordinates were scaled from a topographic map and have
 FX2667.an estimated accuracy of +/- 6 seconds.
 FX2667
 FX2667.The orthometric height was determined by differential leveling
 FX2667.and adjusted in June 1991.
 FX2667
 FX2667.The geoid height was determined by GEOID03.
 FX2667
 FX2667.The dynamic height is computed by dividing the NAVD 88
 FX2667.geopotential number by the normal gravity value computed on the
 FX2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2667.degrees latitude (g = 980.6199 gals.).
 FX2667
 FX2667.The modeled gravity was interpolated from observed gravity values.
 FX2667
 FX2667;                    North         East    Units  Estimated Accuracy
 FX2667;SPC NC       -   293,920.      852,940.      MT  (+/- 180 meters Scaled)
 FX2667
 FX2667                          SUPERSEDED SURVEY CONTROL
 FX2667
 FX2667.No superseded survey control is available for this station.
 FX2667
 FX2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF844256(NAD 83)
 FX2667_MARKER: DB = BENCH MARK DISK
 FX2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2667_SP_SET: CONCRETE POST
 FX2667_STAMPING: 4 MEA 1976 12 FEET
 FX2667_MARK LOGO: USGS  
 FX2667_PROJECTION: PROJECTING 46 CENTIMETERS
 FX2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2667+STABILITY: SURFACE MOTION
 FX2667
 FX2667  HISTORY     - Date     Condition        Report By
 FX2667  HISTORY     - 1976     MONUMENTED       USGS
 FX2667  HISTORY     - 1980     GOOD             NCGS
 FX2667
 FX2667                          STATION DESCRIPTION
 FX2667
 FX2667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2667'4.8 MI SE FROM MORGANS CORNER.
 FX2667'5.0 MILES SOUTHEAST ALONG U.S. 17 FROM THE INTERSECTION WITH U.S.
 FX2667'158 AT MORGANS CORNER IN SOUTHWEST CORNER OF SAWYERS MOBILE PARK,
 FX2667'APPROXIMATELY 0.05 MILE NORTHWEST OF SR 1333. MARK HAS BEEN
 FX2667'GRADED AROUND ON THREE SIDES BUT IS STILL STABLE. 33.2 FEET
 FX2667'NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 2.2 FEET SOUTH-SOUTHWEST
 FX2667'OF POWER POLE (Q0544/BK89) WITH TRANSFORMER AND WITNESS SIGN AND
 FX2667'133.6 FEET SOUTHEAST OF POWER POLE (Q0541/BL41) WITH LIGHT AND
 FX2667'REFERENCE TAG.
 FX2667'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3823 ***********************************************************************
 AI3823  DESIGNATION -  4 MEA
 AI3823  PID         -  AI3823
 AI3823  STATE/COUNTY-  NC/GRANVILLE
 AI3823  USGS QUAD   -  SATTERWHITE (1981)
 AI3823
 AI3823                         *CURRENT SURVEY CONTROL
 AI3823  ___________________________________________________________________
 AI3823* NAD 83(2001)-  36 26 38.80006(N)    078 43 23.96765(W)     ADJUSTED  
 AI3823* NAVD 88     -       137.49   (+/-2cm)     451.1    (feet)  VERTCON   
 AI3823  ___________________________________________________________________
 AI3823  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AI3823  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AI3823  HORZ ORDER  -  SECOND
 AI3823  VERT ORDER  -  THIRD (See Below)
 AI3823
 AI3823.The horizontal coordinates were established by classical geodetic methods
 AI3823.and adjusted by the National Geodetic Survey in August 2005.
 AI3823
 AI3823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3823.The vertical order pertains to the NGVD 29 superseded value.
 AI3823
 AI3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3823
 AI3823.The geoid height was determined by GEOID03.
 AI3823
 AI3823;                    North         East     Units Scale Factor Converg.
 AI3823;SPC NC       -   298,916.152   634,408.880   MT  1.00008926   +0 09 34.9
 AI3823;SPC NC       -   980,694.08  2,081,389.80   sFT  1.00008926   +0 09 34.9
 AI3823;UTM  17      - 4,035,617.680   704,050.660   MT  1.00011302   +1 21 10.4
 AI3823
 AI3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3823!SPC NC       -   0.99998334  x   1.00008926  =   1.00007260
 AI3823!UTM  17      -   0.99998334  x   1.00011302  =   1.00009636
 AI3823
 AI3823                          SUPERSEDED SURVEY CONTROL
 AI3823
 AI3823  NAD 83(1986)-  36 26 38.80421(N)    078 43 23.97278(W) AD(       ) 2
 AI3823  NGVD 29 (03/10/00)  137.76   (m)          452.0    (f) LEVELING    3  
 AI3823
 AI3823.Superseded values are not recommended for survey control.
 AI3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3823.See file dsdata.txt to determine how the superseded data were derived.
 AI3823
 AI3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0405135618(NAD 83)
 AI3823_MARKER: DB = BENCH MARK DISK
 AI3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3823_STAMPING: 4 MEA 1977 452
 AI3823_MARK LOGO: USGS  
 AI3823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3823+STABILITY: SURFACE MOTION
 AI3823
 AI3823  HISTORY     - Date     Condition        Report By
 AI3823  HISTORY     - 1977     MONUMENTED       USGS
 AI3823  HISTORY     - 19840501 GOOD             NCGS
 AI3823
 AI3823                          STATION DESCRIPTION
 AI3823
 AI3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3823'STATION IS LOCATED ABOUT 11.42 KM (7.10 MI) SOUTH-SOUTHEAST OF
 AI3823'VIRGILINA, VA. ALONG NC 96 FOR 1.0 KM (0.60 MI) NORTHWEST FROM OAK
 AI3823'HILL, AT JUNCTION WITH SR 1324. MARK PROJECTS 1 INCH ABOVE GROUND AND
 AI3823'IS 2.5 FEET HIGHER THAN THE ROAD.  LOCATED 35.1 M (115.2 FT) SOUTHWEST
 AI3823'OF THE CENTERLINE INTERSECTION OF HIGHWAY AND THE ROAD, 22.6 M (74.1
 AI3823'FT) NORTHEAST OF THE NORTHWEST CORNER OF A STORE, 17.6 M (57.7 FT)
 AI3823'SOUTHEAST OF NCGS STATION--OHSAG 1984--AND 15.7 M (51.5 FT)
 AI3823'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9449 ***********************************************************************
 DH9449  DESIGNATION -  4 MEA
 DH9449  PID         -  DH9449
 DH9449  STATE/COUNTY-  NC/EDGECOMBE
 DH9449  USGS QUAD   -  CONETOE (1981)
 DH9449
 DH9449                         *CURRENT SURVEY CONTROL
 DH9449  ___________________________________________________________________
 DH9449* NAD 83(2001)-  35 51 37.59620(N)    077 23 10.56185(W)     ADJUSTED  
 DH9449* NAVD 88     -        22.84   (meters)      74.9    (feet)  LEVELING  
 DH9449  ___________________________________________________________________
 DH9449  X           -   1,130,118.123 (meters)                     COMP
 DH9449  Y           -  -5,050,171.783 (meters)                     COMP
 DH9449  Z           -   3,715,645.681 (meters)                     COMP
 DH9449  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DH9449  ELLIP HEIGHT-         -12.615 (meters)          (05/10/06) ADJUSTED
 DH9449  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 DH9449  HORZ ORDER  -  FIRST
 DH9449  VERT ORDER  -  THIRD ?
 DH9449  ELLP ORDER  -  FOURTH    CLASS II
 DH9449
 DH9449.The horizontal coordinates were established by GPS observations
 DH9449.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2006.
 DH9449
 DH9449.The orthometric height was determined by differential leveling.
 DH9449.The vertical network tie was performed by a horz. field party for horz.
 DH9449.obs reductions. Reset procedures were used to establish the elevation.
 DH9449
 DH9449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9449
 DH9449.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9449
 DH9449.The ellipsoidal height was determined by GPS observations
 DH9449.and is referenced to NAD 83.
 DH9449
 DH9449.The geoid height was determined by GEOID03.
 DH9449
 DH9449;                    North         East     Units Scale Factor Converg.
 DH9449;SPC NC       -   235,301.310   755,340.463   MT  0.99992891   +0 55 53.0
 DH9449;SPC NC       -   771,984.38  2,478,146.17   sFT  0.99992891   +0 55 53.0
 DH9449;UTM  18      - 3,971,099.137   284,533.420   MT  1.00017210   -1 23 54.4
 DH9449
 DH9449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9449!SPC NC       -   1.00000198  x   0.99992891  =   0.99993089
 DH9449!UTM  18      -   1.00000198  x   1.00017210  =   1.00017408
 DH9449
 DH9449                          SUPERSEDED SURVEY CONTROL
 DH9449
 DH9449  NAD 83(1986)-  35 51 37.60589(N)    077 23 10.57139(W) AD(       ) 1
 DH9449
 DH9449.Superseded values are not recommended for survey control.
 DH9449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9449.See file dsdata.txt to determine how the superseded data were derived.
 DH9449
 DH9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8453371099(NAD 83)
 DH9449_MARKER: DB = BENCH MARK DISK
 DH9449_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH9449_SP_SET: CONCRETE TRAFFIC ISLAND
 DH9449_STAMPING: 4 MEA 1978
 DH9449_MARK LOGO: USGS  
 DH9449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH9449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9449+SATELLITE: SATELLITE OBSERVATIONS - 1978
 DH9449
 DH9449  HISTORY     - Date     Condition        Report By
 DH9449  HISTORY     - 1978     MONUMENTED       USGS
 DH9449
 DH9449                          STATION DESCRIPTION
 DH9449
 DH9449'DESCRIBED BY US GEOLOGICAL SURVEY 1978
 DH9449'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF TARBORO,
 DH9449'4.9 MI (7.9 KM) NORTHEAST OF CONETOE, AND AT MAYOS CROSSROADS. ALONG
 DH9449'NC 42 FOR 1.7 MI (2.7 KM) EAST FROM THE INTERSECTION WITH US 64
 DH9449'OVERPASS TO SR 1527 (ROBERSON SCHOOL RD), IN CONCRETE TRAFFIC ISLAND.
 DH9449'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF NC 42/SR 1527 AND IS FLUSH
 DH9449'WITH THE CONCRETE TRAFFIC ISLAND. LOCATED 56.9 FT (17.3 M) SOUTH OF
 DH9449'THE CENTERLINE OF NC 42 AND 24.8 FT (7.6 M) SOUTH OF THE NORTH END OF
 DH9449'CONCRETE TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4010 ***********************************************************************
 FB4010  DESIGNATION -  4 WC 11
 FB4010  PID         -  FB4010
 FB4010  STATE/COUNTY-  NC/CHEROKEE
 FB4010  USGS QUAD   -  MARBLE (1990)
 FB4010
 FB4010                         *CURRENT SURVEY CONTROL
 FB4010  ___________________________________________________________________
 FB4010* NAD 83(1986)-  35 10 27.     (N)    083 55 36.     (W)     SCALED    
 FB4010* NAVD 88     -       516.087  (meters)    1693.20   (feet)  ADJUSTED  
 FB4010  ___________________________________________________________________
 FB4010  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB4010  DYNAMIC HT  -         515.558 (meters)    1691.46  (feet)  COMP
 FB4010  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 FB4010
 FB4010  VERT ORDER  -  SECOND    CLASS II
 FB4010
 FB4010.The horizontal coordinates were scaled from a topographic map and have
 FB4010.an estimated accuracy of +/- 6 seconds.
 FB4010
 FB4010.The orthometric height was determined by differential leveling
 FB4010.and adjusted in May 1995.
 FB4010
 FB4010.The geoid height was determined by GEOID03.
 FB4010
 FB4010.The dynamic height is computed by dividing the NAVD 88
 FB4010.geopotential number by the normal gravity value computed on the
 FB4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4010.degrees latitude (g = 980.6199 gals.).
 FB4010
 FB4010.The modeled gravity was interpolated from observed gravity values.
 FB4010
 FB4010;                    North         East    Units  Estimated Accuracy
 FB4010;SPC NC       -   169,120.      161,050.      MT  (+/- 180 meters Scaled)
 FB4010
 FB4010                          SUPERSEDED SURVEY CONTROL
 FB4010
 FB4010.No superseded survey control is available for this station.
 FB4010
 FB4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU334962(NAD 83)
 FB4010_MARKER: DD = SURVEY DISK
 FB4010_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4010_SP_SET: PREFAB CONC. POST IN EARTH
 FB4010_STAMPING: 4 WC 11 1965
 FB4010_MARK LOGO: NCSHC 
 FB4010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4010+STABILITY: SURFACE MOTION
 FB4010
 FB4010  HISTORY     - Date     Condition        Report By
 FB4010  HISTORY     - 1965     MONUMENTED       NCDOT
 FB4010  HISTORY     - 19870914 GOOD             NCGS
 FB4010
 FB4010                          STATION DESCRIPTION
 FB4010
 FB4010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB4010'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) WEST-SOUTHWEST OF ANDREWS,
 FB4010'IN THE MARBLE COMMUNITY.  ALONG SR 1519 FOR ABOUT 120 M NORTH FROM US
 FB4010'19-129 TO STATION ON LEFT IN A VACANT LOT, DUE EAST OF MARBLE SPRINGS
 FB4010'BAPTIST CHURCH.  MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND
 FB4010'SURFACE.  LOCATED 5.0 M (16.4 FT) WEST OF THE EDGE OF PAVEMENT, AND
 FB4010'50.3 M (165.0 FT) EAST OF A CHISELED SQUARE ON NORTHEAST CORNER OF
 FB4010'SECOND STEP OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2594 ***********************************************************************
 FB2594  DESIGNATION -  4 WC 14
 FB2594  PID         -  FB2594
 FB2594  STATE/COUNTY-  NC/CHEROKEE
 FB2594  USGS QUAD   -  ANDREWS (1990)
 FB2594
 FB2594                         *CURRENT SURVEY CONTROL
 FB2594  ___________________________________________________________________
 FB2594* NAD 83(2001)-  35 11 35.42013(N)    083 49 49.10108(W)     NO CHECK  
 FB2594* NAVD 88     -       551.31   (+/-2cm)    1808.8    (feet)  VERTCON   
 FB2594  ___________________________________________________________________
 FB2594  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FB2594  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FB2594  HORZ ORDER  -  THIRD
 FB2594  VERT ORDER  -  THIRD ? (See Below)
 FB2594
 FB2594.The horizontal coordinates were established by classical geodetic methods
 FB2594.and adjusted by the National Geodetic Survey in August 2005.
 FB2594.No horizontal observational check was made to the station.
 FB2594
 FB2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2594.The vertical order pertains to the NGVD 29 superseded value.
 FB2594
 FB2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2594
 FB2594.The geoid height was determined by GEOID03.
 FB2594
 FB2594;                    North         East     Units Scale Factor Converg.
 FB2594;SPC NC       -   170,790.145   169,919.599   MT  0.99987311   -2 47 16.5
 FB2594;SPC NC       -   560,334.00    557,477.88   sFT  0.99987311   -2 47 16.5
 FB2594;UTM  17      - 3,898,135.538   242,302.874   MT  1.00041849   -1 37 55.6
 FB2594
 FB2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2594!SPC NC       -   0.99991792  x   0.99987311  =   0.99979104
 FB2594!UTM  17      -   0.99991792  x   1.00041849  =   1.00033638
 FB2594
 FB2594                          SUPERSEDED SURVEY CONTROL
 FB2594
 FB2594  NAD 83(1995)-  35 11 35.42049(N)    083 49 49.10153(W) AD(       ) 3
 FB2594  NAD 83(1986)-  35 11 35.42631(N)    083 49 49.11280(W) AD(       ) 3
 FB2594  NAD 27      -  35 11 35.10653(N)    083 49 49.47613(W) AD(       ) 3
 FB2594  NGVD 29 (07/19/86)  551.33   (m)         1808.8    (f) LEVELING    3  
 FB2594
 FB2594.Superseded values are not recommended for survey control.
 FB2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2594.See file dsdata.txt to determine how the superseded data were derived.
 FB2594
 FB2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4230398136(NAD 83)
 FB2594_MARKER: DE = TRAVERSE STATION DISK
 FB2594_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2594_STAMPING: 4 WC 14 1965
 FB2594_MARK LOGO: NCDOT 
 FB2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2594
 FB2594  HISTORY     - Date     Condition        Report By
 FB2594  HISTORY     - 1965     MONUMENTED       NCDOT
 FB2594
 FB2594                          STATION DESCRIPTION
 FB2594
 FB2594'DESCRIBED BY 
NC DOT 1965 (WC)
 FB2594'THE STATION IS LOCATED IN THE SOUTHERN PART OF ANDREWS.
 FB2594'
 FB2594'TO REACH THE STATION PROCEED FROM THE NEW POST OFFICE IN ANDREWS ALONG
 FB2594'CHESTNUT STREET 300 FEET TO THE INTERSECTION OF CHESTNUT STREET AND US
 FB2594'19 AND US 129.  TURN RIGHT AND PROCEED ALONG US 19 AND US 129 FOR
 FB2594'0.15 MILE TO SR 1515 (FAIRVIEW ROAD), TURN LEFT ON SR 1515 AND PROCEED
 FB2594'FOR 0.13 MILE TO SR 1514 (CONNAHETA AVE.).  TURN LEFT ON SR 1514 AND
 FB2594'PROCEED 0.35 MILE TO THE INTERSECTION OF SR 1513 AND 1514.  THE
 FB2594'STATION IS LOCATED ON THE SOUTHWEST SIDE OF SR 1514 ON A PROJECTION OF
 FB2594'THE NORTHWEST EDGE OF SR 1513.
 FB2594'
 FB2594'STATION MARK IS A STANDARD BRONZE DISK STAMPED---4 WC 14 1965---, SET
 FB2594'IN THE TOP OF A CONCRETE POST, WHICH IS 4 INCHES ABOVE THE GROUND
 FB2594'SURFACE.  THE MARK IS 8.81 FEET WEST-NORTHWEST OF EDGE OF PAVEMENT,
 FB2594'16.88 FEET NORTHEAST OF RAILROAD SPIKE IN POWER POLE AND 6.14 FEET
 FB2594'SOUTHEAST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1714 ***********************************************************************
 FC1714  DESIGNATION -  4 WC 3
 FC1714  PID         -  FC1714
 FC1714  STATE/COUNTY-  NC/CHEROKEE
 FC1714  USGS QUAD   -  MURPHY (1990)
 FC1714
 FC1714                         *CURRENT SURVEY CONTROL
 FC1714  ___________________________________________________________________
 FC1714* NAD 83(2001)-  35 04 48.58529(N)    084 02 19.20696(W)     ADJUSTED  
 FC1714* NAVD 88     -       476.97   (+/-2cm)    1564.9    (feet)  VERTCON   
 FC1714  ___________________________________________________________________
 FC1714  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FC1714  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 FC1714  HORZ ORDER  -  SECOND
 FC1714  VERT ORDER  -  THIRD ? (See Below)
 FC1714
 FC1714.The horizontal coordinates were established by classical geodetic methods
 FC1714.and adjusted by the National Geodetic Survey in August 2005.
 FC1714
 FC1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1714.The vertical order pertains to the NGVD 29 superseded value.
 FC1714
 FC1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1714
 FC1714.The geoid height was determined by GEOID03.
 FC1714
 FC1714;                    North         East     Units Scale Factor Converg.
 FC1714;SPC NC       -   159,212.974   150,333.181   MT  0.99987705   -2 54 29.4
 FC1714;SPC NC       -   522,351.23    493,218.11   sFT  0.99987705   -2 54 29.4
 FC1714;UTM  16      - 3,885,945.119   770,003.715   MT  1.00049857   +1 42 10.7
 FC1714;UTM  17      - 3,886,157.574   222,942.721   MT  1.00054614   -1 44 51.0
 FC1714
 FC1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1714!SPC NC       -   0.99992965  x   0.99987705  =   0.99980671
 FC1714!UTM  16      -   0.99992965  x   1.00049857  =   1.00042818
 FC1714!UTM  17      -   0.99992965  x   1.00054614  =   1.00047575
 FC1714
 FC1714:                Primary Azimuth Mark                     Grid Az
 FC1714:SPC NC       -  MURPHY FIRST BAPTIST CH SPIRE            078 28 09.5
 FC1714:UTM  16      -  MURPHY FIRST BAPTIST CH SPIRE            073 51 29.4
 FC1714:UTM  17      -  MURPHY FIRST BAPTIST CH SPIRE            077 18 31.1
 FC1714
 FC1714|---------------------------------------------------------------------|
 FC1714| PID    Reference Object                     Distance      Geod. Az  |
 FC1714|                                                           dddmmss.s |
 FC1714| CZ4947 MURPHY FIRST BAPTIST CH SPIRE                      0753340.1 |
 FC1714| FC1704 WILLSCOTT                           APPROX. 2.1 KM 0810612.9 |
 FC1714|---------------------------------------------------------------------|
 FC1714
 FC1714                          SUPERSEDED SURVEY CONTROL
 FC1714
 FC1714  NAD 83(1995)-  35 04 48.58616(N)    084 02 19.20558(W) AD(       ) 2
 FC1714  NAD 83(1992)-  35 04 48.59124(N)    084 02 19.21330(W) AD(       ) 2
 FC1714  NAD 83(1986)-  35 04 48.59128(N)    084 02 19.21335(W) AD(       ) 2
 FC1714  NAD 27      -  35 04 48.28979(N)    084 02 19.53634(W) AD(       ) 2
 FC1714  NGVD 29 (07/19/86)  477.00   (m)         1565.0    (f) LEVELING    3  
 FC1714
 FC1714.Superseded values are not recommended for survey control.
 FC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1714.See file dsdata.txt to determine how the superseded data were derived.
 FC1714
 FC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7000485945(NAD 83)
 FC1714_MARKER: DH = HORIZONTAL CONTROL DISK
 FC1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1714_STAMPING: 4 WC 3 1965
 FC1714_MARK LOGO: NCDOT 
 FC1714_PROJECTION: FLUSH
 FC1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1714+STABILITY: SURFACE MOTION
 FC1714
 FC1714  HISTORY     - Date     Condition        Report By
 FC1714  HISTORY     - 1965     MONUMENTED       NCDOT
 FC1714  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 FC1714  HISTORY     - 20000114 SEE DESCRIPTION  NCGS
 FC1714
 FC1714                          STATION DESCRIPTION
 FC1714
 FC1714'DESCRIBED BY 
NC DOT 1965 (WDC)
 FC1714'THE STATION IS LOCATED IN SOUTHWEST MURPHY.
 FC1714'
 FC1714'TO REACH THE STATION FROM THE JUNCTION OF US 19 - US 129 (HIWASSEE
 FC1714'STREET) AND US 64 (PEACHTREE STREET) IN MURPHY, PROCEED SOUTHWEST
 FC1714'ALONG US 19, US 64 AND US 129 FOR 0.85 MILE TO STATION ON RIGHT,
 FC1714'BETWEEN US 64 AND LOUISVILLE AND NASHVILLE RAILROAD AND OPPOSITE A 60
 FC1714'FOOT ROCK CUT (PRESENTLY BEING CUT BACK MORE).
 FC1714'
 FC1714'STATION MARK IS A STANDARD DISK STAMPED---4 WC 3 1965---, SET IN THE
 FC1714'TOP OF A CONCRETE PRECAST, WHICH IS 2 INCHES ABOVE THE GROUND SURFACE.
 FC1714'THE MARK IS 60.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF US 19 - US
 FC1714'129 AND US 64 (SUBJECT TO BE CHANGED BY PRESENT CONSTRUCTION), 24.2
 FC1714'FEET WEST OF AN 18 INCH MAPLE WITH REFERENCE TAG, 38.8 FEET NORTHWEST
 FC1714'OF A POWER POLE WITH REFERENCE TAG, 79.4 FEET NORTHEAST OF
 FC1714'SOUTHERNMOST BILLBOARD SIGN POST WITH REFERENCE TAG AND 2.7 FEET
 FC1714'SOUTH-SOUTHEAST OF WITNESS POST.
 FC1714
 FC1714                          STATION RECOVERY (1985)
 FC1714
 FC1714'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FC1714'NOT FOUND, MARK WAS PROBABLY LOST DUE TO ROAD CONSTRUCTION.
 FC1714
 FC1714                          STATION RECOVERY (2000)
 FC1714
 FC1714'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC1714'THE STATION WAS NOT FOUND AND HAS PROBABLY BEEN DESTROYED BY ROAD
 FC1714'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4020 ***********************************************************************
 FB4020  DESIGNATION -  4 WC 7
 FB4020  PID         -  FB4020
 FB4020  STATE/COUNTY-  NC/CHEROKEE
 FB4020  USGS QUAD   -  MARBLE (1990)
 FB4020
 FB4020                         *CURRENT SURVEY CONTROL
 FB4020  ___________________________________________________________________
 FB4020* NAD 83(1986)-  35 07 44.     (N)    083 59 23.     (W)     SCALED    
 FB4020* NAVD 88     -       497.020  (meters)    1630.64   (feet)  ADJUSTED  
 FB4020  ___________________________________________________________________
 FB4020  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FB4020  DYNAMIC HT  -         496.509 (meters)    1628.96  (feet)  COMP
 FB4020  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 FB4020
 FB4020  VERT ORDER  -  SECOND    CLASS II
 FB4020
 FB4020.The horizontal coordinates were scaled from a topographic map and have
 FB4020.an estimated accuracy of +/- 6 seconds.
 FB4020
 FB4020.The orthometric height was determined by differential leveling
 FB4020.and adjusted in May 1995.
 FB4020
 FB4020.The geoid height was determined by GEOID03.
 FB4020
 FB4020.The dynamic height is computed by dividing the NAVD 88
 FB4020.geopotential number by the normal gravity value computed on the
 FB4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4020.degrees latitude (g = 980.6199 gals.).
 FB4020
 FB4020.The modeled gravity was interpolated from observed gravity values.
 FB4020
 FB4020;                    North         East    Units  Estimated Accuracy
 FB4020;SPC NC       -   164,390.      155,060.      MT  (+/- 180 meters Scaled)
 FB4020
 FB4020                          SUPERSEDED SURVEY CONTROL
 FB4020
 FB4020.No superseded survey control is available for this station.
 FB4020
 FB4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU275914(NAD 83)
 FB4020_MARKER: DD = SURVEY DISK
 FB4020_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4020_SP_SET: PREFAB CONC. POST IN EARTH
 FB4020_STAMPING: 4 WC 7 1965
 FB4020_MARK LOGO: NCDOT 
 FB4020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4020
 FB4020  HISTORY     - Date     Condition        Report By
 FB4020  HISTORY     - 1965     MONUMENTED       NCDOT
 FB4020  HISTORY     - 19870914 GOOD             NCGS
 FB4020
 FB4020                          STATION DESCRIPTION
 FB4020
 FB4020'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB4020'STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) NORTHEAST OF MURPHY, IN
 FB4020'TOMOTLA COMMUNITY.  ALONG SR 1426 (OLD US 19-129 HIGHWAY) FOR 0.65 KM
 FB4020'(0.40 MI) NORTHEAST FROM US 19-129, OR 0.8 KM (0.50 MI) SOUTHWEST OF
 FB4020'THE TOMOTLA COMMUNITY CENTER (OLD SCHOOL BUILDING), IN YARD ON BACK
 FB4020'SIDE OF A POWER POLE.  MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND
 FB4020'SURFACE.  LOCATED 8.38 M (27.5 FT) SOUTHEAST OF THE CENTERLINE OF
 FB4020'ROAD, 72.54 M (238.0 FT) NORTHEAST OF THE SOUTHEAST END OF A ROAD
 FB4020'CULVERT NEAR PAVED DRIVE, 0.83 M (2.7 FT) SOUTHEAST OF A RAILROAD
 FB4020'SPIKE IN POWER POLE, 10.97 M (36.0 FT) WEST OF A 4-INCH DOGWOOD--AND
 FB4020'20.88 M (68.5 FT) SOUTHWEST OF A TELEPHONE PEDESTAL ATTACHED TO A
 FB4020'POLE, 41.15 M (135.0 FT) SOUTHWEST OF A POWER POLE--BOTH WITH
 FB4020'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4014 ***********************************************************************
 FB4014  DESIGNATION -  4 WC 8
 FB4014  PID         -  FB4014
 FB4014  STATE/COUNTY-  NC/CHEROKEE
 FB4014  USGS QUAD   -  MARBLE (1990)
 FB4014
 FB4014                         *CURRENT SURVEY CONTROL
 FB4014  ___________________________________________________________________
 FB4014* NAD 83(1986)-  35 08 54.     (N)    083 58 04.     (W)     SCALED    
 FB4014* NAVD 88     -       494.313  (meters)    1621.76   (feet)  ADJUSTED  
 FB4014  ___________________________________________________________________
 FB4014  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FB4014  DYNAMIC HT  -         493.805 (meters)    1620.09  (feet)  COMP
 FB4014  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 FB4014
 FB4014  VERT ORDER  -  SECOND    CLASS II
 FB4014
 FB4014.The horizontal coordinates were scaled from a topographic map and have
 FB4014.an estimated accuracy of +/- 6 seconds.
 FB4014
 FB4014.The orthometric height was determined by differential leveling
 FB4014.and adjusted in May 1995.
 FB4014
 FB4014.The geoid height was determined by GEOID03.
 FB4014
 FB4014.The dynamic height is computed by dividing the NAVD 88
 FB4014.geopotential number by the normal gravity value computed on the
 FB4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4014.degrees latitude (g = 980.6199 gals.).
 FB4014
 FB4014.The modeled gravity was interpolated from observed gravity values.
 FB4014
 FB4014;                    North         East    Units  Estimated Accuracy
 FB4014;SPC NC       -   166,440.      157,170.      MT  (+/- 180 meters Scaled)
 FB4014
 FB4014                          SUPERSEDED SURVEY CONTROL
 FB4014
 FB4014.No superseded survey control is available for this station.
 FB4014
 FB4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU296935(NAD 83)
 FB4014_MARKER: DD = SURVEY DISK
 FB4014_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4014_SP_SET: PREFAB CONC. POST IN EARTH
 FB4014_STAMPING: 4 WC 8 1965
 FB4014_MARK LOGO: NCSHC 
 FB4014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4014+STABILITY: SURFACE MOTION
 FB4014
 FB4014  HISTORY     - Date     Condition        Report By
 FB4014  HISTORY     - 1965     MONUMENTED       NCDOT
 FB4014  HISTORY     - 19870914 GOOD             NCGS
 FB4014
 FB4014                          STATION DESCRIPTION
 FB4014
 FB4014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB4014'STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHWEST OF MARBLE, AND
 FB4014'9.0 KM (5.60 MI) NORTHEAST OF MURPHY.  PROCEED ALONG US 19-129 FOR
 FB4014'5.0 KM (3.10 MI) SOUTHWEST FROM NC 141 AT MARBLE, TO SR 1425, THENCE
 FB4014'NORTHWEST FOR 0.15 KM (0.10 MI) TO SR 1426 (OLD US 19-129), THENCE
 FB4014'NORTHEAST FOR 0.2 KM (0.10 MI) TO STATION ON RIGHT BESIDE A POWER
 FB4014'POLE.  MARK IS FLUSH WITH THE GROUND SURFACE.  LOCATED 7.62 M (25.0
 FB4014'FT) SOUTHEAST OF THE CENTERLINE OF ROAD, 16.46 M (54.0 FT) NORTHWEST
 FB4014'OF CORNER OF FRAME HOUSE (NOT PORCH), 3.75 M (12.3 FT) NORTH OF AN
 FB4014'8-INCH MAPLE, 19.51 M (64.0 FT) WEST OF AN 8-INCH SPRUCE, AND 12.74 M
 FB4014'(41.8 FT) EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER AND
 FB4014'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4013 ***********************************************************************
 FB4013  DESIGNATION -  4 WC 9
 FB4013  PID         -  FB4013
 FB4013  STATE/COUNTY-  NC/CHEROKEE
 FB4013  USGS QUAD   -  MARBLE (1990)
 FB4013
 FB4013                         *CURRENT SURVEY CONTROL
 FB4013  ___________________________________________________________________
 FB4013* NAD 83(1986)-  35 09 04.     (N)    083 57 52.     (W)     SCALED    
 FB4013* NAVD 88     -       504.234  (meters)    1654.31   (feet)  ADJUSTED  
 FB4013  ___________________________________________________________________
 FB4013  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FB4013  DYNAMIC HT  -         503.716 (meters)    1652.61  (feet)  COMP
 FB4013  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 FB4013
 FB4013  VERT ORDER  -  SECOND    CLASS II
 FB4013
 FB4013.The horizontal coordinates were scaled from a topographic map and have
 FB4013.an estimated accuracy of +/- 6 seconds.
 FB4013
 FB4013.The orthometric height was determined by differential leveling
 FB4013.and adjusted in May 1995.
 FB4013
 FB4013.The geoid height was determined by GEOID03.
 FB4013
 FB4013.The dynamic height is computed by dividing the NAVD 88
 FB4013.geopotential number by the normal gravity value computed on the
 FB4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4013.degrees latitude (g = 980.6199 gals.).
 FB4013
 FB4013.The modeled gravity was interpolated from observed gravity values.
 FB4013
 FB4013;                    North         East    Units  Estimated Accuracy
 FB4013;SPC NC       -   166,730.      157,490.      MT  (+/- 180 meters Scaled)
 FB4013
 FB4013                          SUPERSEDED SURVEY CONTROL
 FB4013
 FB4013.No superseded survey control is available for this station.
 FB4013
 FB4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU299938(NAD 83)
 FB4013_MARKER: DD = SURVEY DISK
 FB4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4013_SP_SET: CONCRETE POST
 FB4013_STAMPING: 4 WC 9 1965
 FB4013_MARK LOGO: NCSHC 
 FB4013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4013+STABILITY: SURFACE MOTION
 FB4013
 FB4013  HISTORY     - Date     Condition        Report By
 FB4013  HISTORY     - 1965     MONUMENTED       NCDOT
 FB4013  HISTORY     - 19870914 GOOD             NCGS
 FB4013
 FB4013                          STATION DESCRIPTION
 FB4013
 FB4013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB4013'STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) SOUTHWEST OF MARBLE, AND
 FB4013'9.4 KM (5.85 MI) NORTHEAST OF MURPHY.  PROCEED ALONG US 19-129 FOR
 FB4013'4.3 KM (2.65 MI) SOUTHWEST FROM NC 141 AT MARBLE, TO SR 1374 (MALTBY
 FB4013'RD), THENCE NORTH FOR ABOUT 50 M TO SR 1426 (OLD US 19-129), AND
 FB4013'STATION ABOUT 100 M SOUTHWEST OF THE INTERSECTION ON NORTHWEST SIDE
 FB4013'OF ROAD.  MARK IS LEVEL WITH ROAD AND IS FLUSH WITH THE GROUND
 FB4013'SURFACE.  LOCATED 4.83 M (15.8 FT) NORTHWEST OF THE CENTERLINE OF
 FB4013'ROAD, 8.75 M (28.7 FT) SOUTHEAST OF THE CENTER OF RAILROAD TRACKS,
 FB4013'12.19 M (40.0 FT) EAST-NORTHEAST OF A RAILROAD SPIKE IN A TELEPHONE
 FB4013'POLE--AND 23.9 M (78.4 FT) NORTH-NORTHEAST OF A POWER POLE, 40.98 M
 FB4013'(134.4 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE--BOTH WITH REFERENCE
 FB4013'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8267 ***********************************************************************
 AF8267  DESIGNATION -  4 WDK
 AF8267  PID         -  AF8267
 AF8267  STATE/COUNTY-  NC/RUTHERFORD
 AF8267  USGS QUAD   -  SUNSHINE (1965)
 AF8267
 AF8267                         *CURRENT SURVEY CONTROL
 AF8267  ___________________________________________________________________
 AF8267* NAD 83(1986)-  35 29 23.     (N)    081 52 01.     (W)     SCALED    
 AF8267* NAVD 88     -       279.65   (meters)     917.5    (feet)  LEVELING  
 AF8267  ___________________________________________________________________
 AF8267  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AF8267  VERT ORDER  -  THIRD
 AF8267
 AF8267.The horizontal coordinates were scaled from a topographic map and have
 AF8267.an estimated accuracy of +/- 6 seconds.
 AF8267
 AF8267.The orthometric height was determined by differential leveling.
 AF8267.The vertical network tie was performed by a horz. field party for horz.
 AF8267.obs reductions. Reset procedures were used to establish the elevation.
 AF8267
 AF8267.The geoid height was determined by GEOID03.
 AF8267
 AF8267;                    North         East    Units  Estimated Accuracy
 AF8267;SPC NC       -   196,740.      349,520.      MT  (+/- 180 meters Scaled)
 AF8267
 AF8267                          SUPERSEDED SURVEY CONTROL
 AF8267
 AF8267.No superseded survey control is available for this station.
 AF8267
 AF8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV213276(NAD 83)
 AF8267_MARKER: DB = BENCH MARK DISK
 AF8267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8267_SP_SET: CONCRETE HEADWALL
 AF8267_STAMPING: 4 WDK 1963 918
 AF8267_MARK LOGO: USGS  
 AF8267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8267+STABILITY: SURFACE MOTION
 AF8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8267+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1998
 AF8267
 AF8267  HISTORY     - Date     Condition        Report By
 AF8267  HISTORY     - 1963     MONUMENTED       USGS
 AF8267  HISTORY     - 19980210 GOOD             NCGS
 AF8267
 AF8267                          STATION DESCRIPTION
 AF8267
 AF8267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AF8267'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF RUTHERFORDTON
 AF8267'AND 6.5 MI (10.5 KM) EAST OF UNION MILLS. PROCEED ALONG US 64 FOR 4.0
 AF8267'MI (6.4 KM) SOUTH FROM THE MCDOWELL/RUTHERFORD COUNTY LINE, THENCE
 AF8267'SOUTHEAST FOR 0.7 MI (1.1 KM) ALONG SR 1713 (ED THOMPSON ROAD) TO SR
 AF8267'1701 (CANE CREEK ROAD) AND THE STATION, IN THE SOUTHWEST QUADRANT, IN
 AF8267'THE SOUTH END OF THE WEST CONCRETE HEADWALL. MARK IS FLUSH IN CONCRETE
 AF8267'AND ABOUT 2-FEET LOWER THAN SR 1701. LOCATED 16.0 FT (4.9 M) NORTHWEST
 AF8267'OF THE CENTERLINE OF SR 1701, 43.5 FT (13.3 M) SOUTH-SOUTHWEST OF SR
 AF8267'1713, 12.3 FT (3.7 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, 9.2 FT
 AF8267'(2.8 M) EAST OF A RIGHT-OF-WAY MARKER, AND 60.0 FT (18.3 M) WEST OF A
 AF8267'BRACE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9804 ***********************************************************************
 AG9804  DESIGNATION -  4 WSM
 AG9804  PID         -  AG9804
 AG9804  STATE/COUNTY-  NC/MOORE
 AG9804  USGS QUAD   -  WEST END (1982)
 AG9804
 AG9804                         *CURRENT SURVEY CONTROL
 AG9804  ___________________________________________________________________
 AG9804* NAD 83(2001)-  35 08 44.89158(N)    079 34 00.49714(W)     ADJUSTED  
 AG9804* NAVD 88     -       150.68   (meters)     494.4    (feet)  LEVELING  
 AG9804  ___________________________________________________________________
 AG9804  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AG9804  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AG9804  HORZ ORDER  -  THIRD
 AG9804  VERT ORDER  -  THIRD
 AG9804
 AG9804.The horizontal coordinates were established by classical geodetic methods
 AG9804.and adjusted by the National Geodetic Survey in August 2005.
 AG9804
 AG9804.The orthometric height was determined by differential leveling.
 AG9804.The vertical network tie was performed by a horz. field party for horz.
 AG9804.obs reductions. Reset procedures were used to establish the elevation.
 AG9804
 AG9804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9804
 AG9804.The geoid height was determined by GEOID03.
 AG9804
 AG9804;                    North         East     Units Scale Factor Converg.
 AG9804;SPC NC       -   154,983.782   557,957.374   MT  0.99987429   -0 19 37.7
 AG9804;SPC NC       -   508,475.96  1,830,565.15   sFT  0.99987429   -0 19 37.7
 AG9804;UTM  17      - 3,890,152.352   630,553.660   MT  0.99981006   +0 49 30.5
 AG9804
 AG9804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9804!SPC NC       -   0.99998127  x   0.99987429  =   0.99985557
 AG9804!UTM  17      -   0.99998127  x   0.99981006  =   0.99979134
 AG9804
 AG9804                          SUPERSEDED SURVEY CONTROL
 AG9804
 AG9804  NAD 83(1986)-  35 08 44.89990(N)    079 34 00.50297(W) AD(       ) 4
 AG9804
 AG9804.Superseded values are not recommended for survey control.
 AG9804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9804.See file dsdata.txt to determine how the superseded data were derived.
 AG9804
 AG9804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3055490152(NAD 83)
 AG9804_MARKER: DB = BENCH MARK DISK
 AG9804_SETTING: 0 = UNSPECIFIED SETTING
 AG9804_STAMPING: 4 WSM 1949 495 FT
 AG9804_MARK LOGO: USGS  
 AG9804_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9804+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1993
 AG9804
 AG9804  HISTORY     - Date     Condition        Report By
 AG9804  HISTORY     - 1949     MONUMENTED       USGS
 AG9804  HISTORY     - 19930324 GOOD             NCGS
 AG9804
 AG9804                          STATION DESCRIPTION
 AG9804
 AG9804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9804'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH OF FOXFIRE VILLAGE AND
 AG9804'7.8 MI (12.6 KM) WEST OF ABERDEEN. ALONG SR 1004 (HOFFMAN ROAD) FOR
 AG9804'5.6 MI (9.0 KM) SOUTH FROM NC 211 TO SR 1112 (ROSELAND ROAD)
 AG9804'T-INTERSECTION, IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 1-FOOT HIGHER
 AG9804'THAN THE ROAD AND PROJECTS 15 INCHES ABOVE THE GROUND.  LOCATED 44.0
 AG9804'FT (13.4 M) WEST OF THE CENTERLINE OF THE ROAD, 66.1 FT (20.1 M)
 AG9804'SOUTH-SOUTHWEST OF--NCGS STATION ROSE--AND 13.7 FT (4.2 M) WEST OF A
 AG9804'POWER POLE, AND 65.0 FT (19.8 M) SOUTH-SOUTHWEST OF A CORNER FENCE
 AG9804'POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0161 ***********************************************************************
 EX0161  CBN         -  This is a Cooperative Base Network Control Station.
 EX0161  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0161  DESIGNATION -  4.54
 EX0161  PID         -  EX0161
 EX0161  STATE/COUNTY-  NC/DARE
 EX0161  USGS QUAD   -  OREGON INLET (1983)
 EX0161
 EX0161                         *CURRENT SURVEY CONTROL
 EX0161  ___________________________________________________________________
 EX0161* NAD 83(2007)-  35 47 48.55984(N)    075 32 50.24998(W)     ADJUSTED  
 EX0161* NAVD 88     -         1.069  (meters)       3.51   (feet)  ADJUSTED  
 EX0161  ___________________________________________________________________
 EX0161  EPOCH DATE  -        2002.00
 EX0161  X           -   1,292,625.644 (meters)                     COMP
 EX0161  Y           -  -5,015,286.055 (meters)                     COMP
 EX0161  Z           -   3,709,907.566 (meters)                     COMP
 EX0161  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EX0161  ELLIP HEIGHT-         -37.874 (meters)          (02/10/07) ADJUSTED
 EX0161  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0161  DYNAMIC HT  -           1.068 (meters)       3.50  (feet)  COMP
 EX0161
 EX0161  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EX0161  Type    PID    Designation                      North   East  Ellip
 EX0161  -------------------------------------------------------------------
 EX0161  NETWORK EX0161 4.54                              1.35   0.92   2.61
 EX0161  -------------------------------------------------------------------
 EX0161  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 EX0161
 EX0161  VERT ORDER  -  FIRST     CLASS II
 EX0161
 EX0161.The horizontal coordinates were established by GPS observations
 EX0161.and adjusted by the National Geodetic Survey in February 2007.
 EX0161
 EX0161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0161.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0161.The horizontal coordinates are valid at the epoch date displayed above.
 EX0161.The epoch date for horizontal control is a decimal equivalence
 EX0161.of Year/Month/Day.
 EX0161
 EX0161.The orthometric height was determined by differential leveling
 EX0161.and adjusted in June 1991.
 EX0161
 EX0161.This Tidal Bench Mark is designated as VM 3542
 EX0161.by the Center for Operational Oceanographic Products and Services.
 EX0161
 EX0161.Photographs are available for this station.
 EX0161
 EX0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0161
 EX0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0161
 EX0161.The ellipsoidal height was determined by GPS observations
 EX0161.and is referenced to NAD 83.
 EX0161
 EX0161.The geoid height was determined by GEOID03.
 EX0161
 EX0161.The dynamic height is computed by dividing the NAVD 88
 EX0161.geopotential number by the normal gravity value computed on the
 EX0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0161.degrees latitude (g = 980.6199 gals.).
 EX0161
 EX0161.The modeled gravity was interpolated from observed gravity values.
 EX0161
 EX0161;                    North         East     Units Scale Factor Converg.
 EX0161;SPC NC       -   232,484.781   921,618.118   MT  0.99991774   +1 59 34.1
 EX0161;SPC NC       -   762,743.82  3,023,675.44   sFT  0.99991774   +1 59 34.1
 EX0161;UTM  18      - 3,961,551.596   450,547.449   MT  0.99963013   -0 19 12.4
 EX0161
 EX0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0161!SPC NC       -   1.00000594  x   0.99991774  =   0.99992368
 EX0161!UTM  18      -   1.00000594  x   0.99963013  =   0.99963607
 EX0161
 EX0161                          SUPERSEDED SURVEY CONTROL
 EX0161
 EX0161  NAD 83(2001)-  35 47 48.55993(N)    075 32 50.24989(W) AD(       ) A
 EX0161  ELLIP H (09/24/02)  -37.868  (m)                       GP(       ) 4 1
 EX0161  NAVD 88 (09/24/02)    1.07   (m)            3.5    (f) LEVELING    3  
 EX0161  NAVD 88 (05/25/99)    1.06   (m)            3.5    (f) LEVELING    3  
 EX0161  NGVD 29 (??/??/??)    1.376  (m)            4.51   (f) ADJUSTED    1 2
 EX0161
 EX0161.Superseded values are not recommended for survey control.
 EX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0161.See file dsdata.txt to determine how the superseded data were derived.
 EX0161
 EX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5054761552(NAD 83)
 EX0161_MARKER: DD = SURVEY DISK
 EX0161_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EX0161_SP_SET: GAS PUMP ISLAND
 EX0161_STAMPING: 4.54 NPS
 EX0161_MARK LOGO: NPS   
 EX0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0161+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 EX0161
 EX0161  HISTORY     - Date     Condition        Report By
 EX0161  HISTORY     - 1984     MONUMENTED       NPS
 EX0161  HISTORY     - 1975     GOOD             NGS
 EX0161  HISTORY     - 1981     GOOD             NGS
 EX0161  HISTORY     - 19890111 GOOD             NCGS
 EX0161  HISTORY     - 19890111 GOOD             NCGS
 EX0161  HISTORY     - 1990     GOOD             USPSQD
 EX0161  HISTORY     - 19950330 GOOD             NOS
 EX0161  HISTORY     - 20010110 GOOD             NCGS
 EX0161  HISTORY     - 20010202 GOOD             NOS
 EX0161  HISTORY     - 20031013 GOOD             NCGS
 EX0161  HISTORY     - 20061213 GOOD             GEOCAC
 EX0161
 EX0161                          STATION DESCRIPTION
 EX0161
 EX0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0161'AT OREGON INLET MARINA.
 EX0161'AT OREGON INLET MARINA, SET IN THE TOP OF THE EAST END OF THE
 EX0161'CONCRETE BASE OF THE GASOLINE PUMP ISLAND AT THE NORTH END OF THE
 EX0161'MARINA, 150 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FISHING
 EX0161'CENTER BUILDING, 27 FEET SOUTHWEST OF A FIRE HYDRANT, 24.5 FEET
 EX0161'NORTH OF THE NORTH MARINA BULKHEAD AND ABOUT 1/2 FOOT ABOVE THE
 EX0161'SURFACE OF THE DRIVE WHICH APPROACHES THE GAS PUMPS.
 EX0161
 EX0161                          STATION RECOVERY (1981)
 EX0161
 EX0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0161'IN OREGON INLET, ON THE GROUNDS OF THE OREGON INLET MARINA, IN TOP
 EX0161'OF THE NORTH SIDE OF THE CONCRETE BASE OF A GASOLINE PUMP ISLAND AT
 EX0161'THE NORTH END OF THE MARINA, ABOUT 45.72 METERS (150.0 FEET) NORTHEAST
 EX0161'OF THE NORTHEAST CORNER OF THE FISHING CENTER AND RESTAURANT
 EX0161'BUILDING, 8.22 METERS (27.0 FEET) SOUTH OF A FIRE HYDRANT.
 EX0161'THE MARK IS 0.30 M ABOVE PARKING LOT.
 EX0161
 EX0161                          STATION RECOVERY (1989)
 EX0161
 EX0161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (GWT)
 EX0161'THE STATION IS LOCATED AT OREGON INLET AT THE OREGON INLET MARINA IN
 EX0161'THE EAST END OF GAS PUMP ISLAND.
 EX0161
 EX0161                          STATION RECOVERY (1989)
 EX0161
 EX0161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (GWT)
 EX0161'THE STATION IS LOCATED AT OREGON INLET AT THE OREGON INLET MARINA IN
 EX0161'THE EAST END OF GAS PUMP ISLAND.
 EX0161
 EX0161                          STATION RECOVERY (1990)
 EX0161
 EX0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0161'RECOVERED IN GOOD CONDITION.
 EX0161
 EX0161                          STATION RECOVERY (1995)
 EX0161
 EX0161'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 EX0161'THE BENCH MARK IS SET IN THE CONCRETE GASOLINE PUMP ISLAND AT THE
 EX0161'NORTH END OF THE MARINA, 61.3 M (201.1 FT) NE OF THE ESE CORNER OF THE
 EX0161'OREGON INLET FISHING CENTER BUILDING, 8.5 M (27.9 FT) NORTH OF THE
 EX0161'MARINA BULKHEAD, AND 8.0 M (26.2 FT) SW OF A FIRE HYDRANT. NOTE--THERE
 EX0161'WAS NO STAMPING ON DISK.
 EX0161
 EX0161                          STATION RECOVERY (2001)
 EX0161
 EX0161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EX0161'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITIONS. LOCATED 29.6 FT
 EX0161'(9.0 M) NORTH OF A
 EX0161'MANHOLE COVER AND 34.6 FT (10.5 M) EAST OF A MANHOLE COVER.
 EX0161'
 EX0161
 EX0161                          STATION RECOVERY (2001)
 EX0161
 EX0161'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 EX0161'RECOVERED AS DESCRIBED.
 EX0161
 EX0161                          STATION RECOVERY (2003)
 EX0161
 EX0161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EX0161'RECOVERED AS DESCRIBED.
 EX0161
 EX0161                          STATION RECOVERY (2006)
 EX0161
 EX0161'RECOVERY NOTE BY GEOCACHING 2006 (RBC)
 EX0161'RECOVERED IN EXCELLENT CONDITION.  PREVIOUS REFERENCES DESCRIBE IT'S
 EX0161'LOCATION ACCURATELY.  FOUND GPS POSITION TO BE N35*47'48.6 X
 EX0161'W75*32'50.2
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0109 ***********************************************************************
 EA0109  DESIGNATION -  4.6
 EA0109  PID         -  EA0109
 EA0109  STATE/COUNTY-  NC/CARTERET
 EA0109  USGS QUAD   -  BEAUFORT (1987)
 EA0109
 EA0109                         *CURRENT SURVEY CONTROL
 EA0109  ___________________________________________________________________
 EA0109* NAD 83(1986)-  34 43 15.     (N)    076 41 40.     (W)     SCALED    
 EA0109* NAVD 88     -         1.097  (meters)       3.60   (feet)  ADJUSTED  
 EA0109  ___________________________________________________________________
 EA0109  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA0109  DYNAMIC HT  -           1.096 (meters)       3.60  (feet)  COMP
 EA0109  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 EA0109
 EA0109  VERT ORDER  -  FIRST     CLASS I
 EA0109
 EA0109.The horizontal coordinates were scaled from a topographic map and have
 EA0109.an estimated accuracy of +/- 6 seconds.
 EA0109
 EA0109.The orthometric height was determined by differential leveling
 EA0109.and adjusted in June 1991.
 EA0109
 EA0109.The geoid height was determined by GEOID03.
 EA0109
 EA0109.The dynamic height is computed by dividing the NAVD 88
 EA0109.geopotential number by the normal gravity value computed on the
 EA0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0109.degrees latitude (g = 980.6199 gals.).
 EA0109
 EA0109.The modeled gravity was interpolated from observed gravity values.
 EA0109
 EA0109;                    North         East    Units  Estimated Accuracy
 EA0109;SPC NC       -   110,150.      820,750.      MT  (+/- 180 meters Scaled)
 EA0109
 EA0109                          SUPERSEDED SURVEY CONTROL
 EA0109
 EA0109  NGVD 29 (??/??/92)    1.391  (m)            4.56   (f) ADJ UNCH    1 1
 EA0109
 EA0109.Superseded values are not recommended for survey control.
 EA0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0109.See file dsdata.txt to determine how the superseded data were derived.
 EA0109
 EA0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD448433(NAD 83)
 EA0109_MARKER: DD = SURVEY DISK
 EA0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0109_SP_SET: BRIDGE
 EA0109_MARK LOGO: USE   
 EA0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0109+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2006
 EA0109
 EA0109  HISTORY     - Date     Condition        Report By
 EA0109  HISTORY     - UNK      MONUMENTED       DOD
 EA0109  HISTORY     - 1963     GOOD             NGS
 EA0109  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 EA0109  HISTORY     - 20021102 GOOD             USPSQD
 EA0109  HISTORY     - 20040516 GOOD             USPSQD
 EA0109  HISTORY     - 20051031 GOOD             USPSQD
 EA0109  HISTORY     - 20061208 GOOD             USPSQD
 EA0109
 EA0109                          STATION DESCRIPTION
 EA0109
 EA0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0109'1.0 MI E FROM MOREHEAD CITY.
 EA0109'1.0 MILE EAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 EA0109'MOREHEAD CITY, AT HIGHWAY BRIDGE OVER NEWPORT RIVER, IN THE SOUTH
 EA0109'END OF WEST BRIDGE SEAT, 16 1/2 FEET SOUTH OF CENTERLINE OF
 EA0109'HIGHWAY, 5 FEET SOUTH OF SOUTH EDGE OF BRIDGE.
 EA0109
 EA0109                          STATION RECOVERY (1996)
 EA0109
 EA0109'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0109'MARK NOT FOUND.
 EA0109
 EA0109                          STATION RECOVERY (2002)
 EA0109
 EA0109'RECOVERY NOTE BY US POWER SQUADRON 2002 (PFM)
 EA0109'DESIGNATION 4.6 USE. STAMPING ON DISK NO. 15 1967.LOC VERIFIED WITH
 EA0109'GARMIN GPSMAP 168 SN 98108357, HDOP 1.0, 10 SATALITES, WAAS, 15 FEET
 EA0109'EPE N34 43.233, W076 41.854
 EA0109
 EA0109                          STATION RECOVERY (2004)
 EA0109
 EA0109'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0109'RECOVERED IN GOOD CONDITION.
 EA0109
 EA0109                          STATION RECOVERY (2005)
 EA0109
 EA0109'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0109'RECOVERED IN GOOD CONDITION.
 EA0109
 EA0109                          STATION RECOVERY (2006)
 EA0109
 EA0109'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5020 ***********************************************************************
 AH5020  DESIGNATION -  40 DRD
 AH5020  PID         -  AH5020
 AH5020  STATE/COUNTY-  NC/JOHNSTON
 AH5020  USGS QUAD   -  EDMONDSON (1993)
 AH5020
 AH5020                         *CURRENT SURVEY CONTROL
 AH5020  ___________________________________________________________________
 AH5020* NAD 83(2001)-  35 37 04.33275(N)    078 31 40.72352(W)     ADJUSTED  
 AH5020* NAVD 88     -        60.66   (meters)     199.0    (feet)  LEVELING  
 AH5020  ___________________________________________________________________
 AH5020  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 AH5020  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH5020  HORZ ORDER  -  SECOND
 AH5020  VERT ORDER  -  THIRD ?
 AH5020
 AH5020.The horizontal coordinates were established by classical geodetic methods
 AH5020.and adjusted by the National Geodetic Survey in August 2005.
 AH5020
 AH5020.The orthometric height was determined by differential leveling.
 AH5020.The vertical network tie was performed by a horz. field party for horz.
 AH5020.obs reductions. Reset procedures were used to establish the elevation.
 AH5020
 AH5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5020
 AH5020.The geoid height was determined by GEOID03.
 AH5020
 AH5020;                    North         East     Units Scale Factor Converg.
 AH5020;SPC NC       -   207,306.306   652,360.026   MT  0.99989294   +0 16 20.8
 AH5020;SPC NC       -   680,137.44  2,140,284.52   sFT  0.99989294   +0 16 20.8
 AH5020;UTM  17      - 3,944,379.840   723,889.807   MT  1.00021775   +1 26 24.9
 AH5020
 AH5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5020!SPC NC       -   0.99999576  x   0.99989294  =   0.99988870
 AH5020!UTM  17      -   0.99999576  x   1.00021775  =   1.00021351
 AH5020
 AH5020                          SUPERSEDED SURVEY CONTROL
 AH5020
 AH5020  NAD 83(1986)-  35 37 04.34046(N)    078 31 40.73526(W) AD(       ) 2
 AH5020
 AH5020.Superseded values are not recommended for survey control.
 AH5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5020.See file dsdata.txt to determine how the superseded data were derived.
 AH5020
 AH5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2389044380(NAD 83)
 AH5020_MARKER: DB = BENCH MARK DISK
 AH5020_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5020_SP_SET: WHEELGUASRD
 AH5020_STAMPING: 40 DRD 1960
 AH5020_MARK LOGO: USGS  
 AH5020_PROJECTION: FLUSH
 AH5020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5020
 AH5020  HISTORY     - Date     Condition        Report By
 AH5020  HISTORY     - 1960     MONUMENTED       USGS
 AH5020  HISTORY     - 19850615 GOOD             NCGS
 AH5020  HISTORY     - 19970401 GOOD             NCGS
 AH5020  HISTORY     - 20061120 GOOD             USPSQD
 AH5020
 AH5020                          STATION DESCRIPTION
 AH5020
 AH5020'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH5020'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) WEST-SOUTHWEST OF CLAYTON
 AH5020'AND 12.2 KM (7.60 MI) SOUTHEAST OF GARNER. ALONG NC 42 FOR 7.0 KM
 AH5020'(4.35 MI) NORTHEAST FROM NC 50, AT THE WHITE OAK CREEK BRIDGE, IN THE
 AH5020'EAST END OF THE NORTH WHEELGUARD. STATION IS A STANDARD USGS DISK
 AH5020'STAMPED---40 DRD 1960---, SET INTO A DRILLED HOLE.  LOCATED 4.3 M
 AH5020'(14.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT)
 AH5020'SOUTHWEST OF THE EAST END OF THE CONCRETE BRIDGE RAIL, AND 4.9 M (16.1
 AH5020'FT) WEST OF THE EAST END OF A CONCRETE CURVE. MARK IS 1 FOOT (0.3 M)
 AH5020'HIGHER THAN HIGHWAY.
 AH5020
 AH5020                          STATION RECOVERY (1997)
 AH5020
 AH5020'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH5020'RECOVERED AS DESCRIBED.
 AH5020
 AH5020                          STATION RECOVERY (2006)
 AH5020
 AH5020'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0598 ***********************************************************************
 FX0598  DESIGNATION -  40 ECCS
 FX0598  PID         -  FX0598
 FX0598  STATE/COUNTY-  NC/PASQUOTANK
 FX0598  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0598
 FX0598                         *CURRENT SURVEY CONTROL
 FX0598  ___________________________________________________________________
 FX0598* NAD 83(1986)-  36 18 00.     (N)    076 13 11.     (W)     SCALED    
 FX0598* NAVD 88     -         1.764  (meters)       5.79   (feet)  ADJUSTED  
 FX0598  ___________________________________________________________________
 FX0598  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 FX0598  DYNAMIC HT  -           1.762 (meters)       5.78  (feet)  COMP
 FX0598  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 FX0598
 FX0598  VERT ORDER  -  FIRST     CLASS I
 FX0598
 FX0598.The horizontal coordinates were scaled from a topographic map and have
 FX0598.an estimated accuracy of +/- 6 seconds.
 FX0598
 FX0598.The orthometric height was determined by differential leveling
 FX0598.and adjusted in June 1991.
 FX0598
 FX0598.The geoid height was determined by GEOID03.
 FX0598
 FX0598.The dynamic height is computed by dividing the NAVD 88
 FX0598.geopotential number by the normal gravity value computed on the
 FX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0598.degrees latitude (g = 980.6199 gals.).
 FX0598
 FX0598.The modeled gravity was interpolated from observed gravity values.
 FX0598
 FX0598;                    North         East    Units  Estimated Accuracy
 FX0598;SPC NC       -   286,390.      859,310.      MT  (+/- 180 meters Scaled)
 FX0598
 FX0598                          SUPERSEDED SURVEY CONTROL
 FX0598
 FX0598  NGVD 29 (??/??/92)    2.04   (m)            6.7    (f) COMPUTED    1 1
 FX0598
 FX0598.Superseded values are not recommended for survey control.
 FX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0598.See file dsdata.txt to determine how the superseded data were derived.
 FX0598
 FX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF904179(NAD 83)
 FX0598_MARKER: DD = SURVEY DISK
 FX0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0598_STAMPING: NO 40 1953
 FX0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0598+STABILITY: SURFACE MOTION
 FX0598
 FX0598  HISTORY     - Date     Condition        Report By
 FX0598  HISTORY     - 1953     MONUMENTED       NC1460
 FX0598  HISTORY     - 1963     GOOD             NGS
 FX0598
 FX0598                          STATION DESCRIPTION
 FX0598
 FX0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0598'AT ELIZABETH CITY.
 FX0598'AT ELIZABETH CITY, IN THE SOUTHWEST QUARTER OF EAST MAIN AND
 FX0598'POINDEXTER STREETS, 26.5 FEET SOUTH OF CENTERLINE OF EAST MAIN
 FX0598'STREET, 18 FEET WEST OF CENTER LINE OF POINDEXTER STREET, 15 1/2
 FX0598'FEET NORTH OF A POWER POLE, 8 FEET NORTHEAST OF NORTHEAST CORNER
 FX0598'OF MC CABE AND CRICE STORE BUILDING, AND SET IN THE TOP OF A
 FX0598'CONCRETE POST 3 INCHES BELOW SIDEWALK SURFACE ACCESS TO WHICH IS
 FX0598'HAD THROUGH A 8-INCH IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8760 ***********************************************************************
 AC8760  DESIGNATION -  40 JAS
 AC8760  PID         -  AC8760
 AC8760  STATE/COUNTY-  NC/IREDELL
 AC8760  USGS QUAD   -  MOORESVILLE (1993)
 AC8760
 AC8760                         *CURRENT SURVEY CONTROL
 AC8760  ___________________________________________________________________
 AC8760* NAD 83(2007)-  35 33 27.63523(N)    080 46 14.71657(W)     ADJUSTED  
 AC8760* NAVD 88     -       256.2    (meters)     841.     (feet)  GPS OBS   
 AC8760  ___________________________________________________________________
 AC8760  EPOCH DATE  -        2002.00
 AC8760  X           -     833,180.267 (meters)                     COMP
 AC8760  Y           -  -5,127,625.433 (meters)                     COMP
 AC8760  Z           -   3,688,506.627 (meters)                     COMP
 AC8760  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AC8760  ELLIP HEIGHT-         224.954 (meters)          (02/10/07) ADJUSTED
 AC8760  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AC8760
 AC8760  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8760  Type    PID    Designation                      North   East  Ellip
 AC8760  -------------------------------------------------------------------
 AC8760  NETWORK AC8760 40 JAS                            0.94   0.78   1.29
 AC8760  -------------------------------------------------------------------
 AC8760
 AC8760.The horizontal coordinates were established by GPS observations
 AC8760.and adjusted by the National Geodetic Survey in February 2007.
 AC8760
 AC8760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8760.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8760.The horizontal coordinates are valid at the epoch date displayed above.
 AC8760.The epoch date for horizontal control is a decimal equivalence
 AC8760.of Year/Month/Day.
 AC8760
 AC8760.The orthometric height was determined by GPS observations and a
 AC8760.high-resolution geoid model.
 AC8760
 AC8760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8760
 AC8760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8760
 AC8760.The ellipsoidal height was determined by GPS observations
 AC8760.and is referenced to NAD 83.
 AC8760
 AC8760.The geoid height was determined by GEOID03.
 AC8760
 AC8760;                    North         East     Units Scale Factor Converg.
 AC8760;SPC NC       -   201,958.480   449,083.346   MT  0.99988680   -1 01 19.3
 AC8760;SPC NC       -   662,592.11  1,473,367.61   sFT  0.99988680   -1 01 19.3
 AC8760;UTM  17      - 3,934,914.286   520,776.121   MT  0.99960532   +0 07 59.9
 AC8760
 AC8760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8760!SPC NC       -   0.99996469  x   0.99988680  =   0.99985150
 AC8760!UTM  17      -   0.99996469  x   0.99960532  =   0.99957003
 AC8760
 AC8760                          SUPERSEDED SURVEY CONTROL
 AC8760
 AC8760  NAD 83(2001)-  35 33 27.63555(N)    080 46 14.71658(W) AD(       ) 1
 AC8760  ELLIP H (03/13/03)  224.958  (m)                       GP(       ) 4 2
 AC8760  NAD 83(1986)-  35 33 27.64820(N)    080 46 14.72400(W) AD(       ) 1
 AC8760
 AC8760.Superseded values are not recommended for survey control.
 AC8760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8760.See file dsdata.txt to determine how the superseded data were derived.
 AC8760
 AC8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2077634914(NAD 83)
 AC8760_MARKER: DB = BENCH MARK DISK
 AC8760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8760_STAMPING: 40 JAS 1965 841
 AC8760_MARK LOGO: USGS  
 AC8760_PROJECTION: FLUSH
 AC8760_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8760+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1992
 AC8760_ROD/PIPE-DEPTH: 6.9  meters
 AC8760
 AC8760  HISTORY     - Date     Condition        Report By
 AC8760  HISTORY     - 1965     MONUMENTED       USGS
 AC8760  HISTORY     - 19920506 GOOD             NCGS
 AC8760  HISTORY     - 19921201 GOOD             NCGS
 AC8760
 AC8760                          STATION DESCRIPTION
 AC8760
 AC8760'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8760'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF MOORESVILLE.
 AC8760'PROCEED ALONG NC 152 (NORTH MAIN STREET) FOR 0.4 MI (0.6 KM) NORTHEAST
 AC8760'FROM NC 801 (IN MOORESVILLE), THENCE SOUTHEAST FOR 2.75 MI (4.43 KM)
 AC8760'ALONG SR 1150 (ENOCHVILLE ROAD) TO SR 1149 (WILLIFORD ROAD) AND THE
 AC8760'STATION, ON THE NORTH SIDE OF SR 1150 IN THE EDGE OF A PASTURE. MARK
 AC8760'IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH GROUND. LOCATED 24.0 FT
 AC8760'(7.3 M) NORTH-NORTHEAST OF THE CENTERLINE SR 1150, 158.7 FT (48.4 M)
 AC8760'NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1150 AND SR 1149, 50.5
 AC8760'FT (15.4 M) NORTHEAST OF A TELEPHONE PEDESTAL, AND 144.6 FT (44.1 M)
 AC8760'EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 AC8760
 AC8760                          STATION RECOVERY (1992)
 AC8760
 AC8760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4212 ***********************************************************************
 AH4212  DESIGNATION -  40 JS 1
 AH4212  PID         -  AH4212
 AH4212  STATE/COUNTY-  NC/SURRY
 AH4212  USGS QUAD   -  LAMBSBURG (1977)
 AH4212
 AH4212                         *CURRENT SURVEY CONTROL
 AH4212  ___________________________________________________________________
 AH4212* NAD 83(2007)-  36 30 53.71818(N)    080 51 34.13694(W)     ADJUSTED  
 AH4212* NAVD 88     -       411.65   (+/-2cm)    1350.6    (feet)  VERTCON   
 AH4212  ___________________________________________________________________
 AH4212  EPOCH DATE  -        2002.00
 AH4212  X           -     815,331.733 (meters)                     COMP
 AH4212  Y           -  -5,067,337.361 (meters)                     COMP
 AH4212  Z           -   3,774,491.000 (meters)                     COMP
 AH4212  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 AH4212  ELLIP HEIGHT-         379.009 (meters)          (02/10/07) ADJUSTED
 AH4212  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AH4212
 AH4212  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4212  Type    PID    Designation                      North   East  Ellip
 AH4212  -------------------------------------------------------------------
 AH4212  NETWORK AH4212 40 JS 1                           0.67   0.51   1.41
 AH4212  -------------------------------------------------------------------
 AH4212  VERT ORDER  -  THIRD (See Below)
 AH4212
 AH4212.The horizontal coordinates were established by GPS observations
 AH4212.and adjusted by the National Geodetic Survey in February 2007.
 AH4212
 AH4212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4212.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4212.The horizontal coordinates are valid at the epoch date displayed above.
 AH4212.The epoch date for horizontal control is a decimal equivalence
 AH4212.of Year/Month/Day.
 AH4212
 AH4212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4212.The vertical order pertains to the NGVD 29 superseded value.
 AH4212
 AH4212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4212
 AH4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4212
 AH4212.The ellipsoidal height was determined by GPS observations
 AH4212.and is referenced to NAD 83.
 AH4212
 AH4212.The geoid height was determined by GEOID03.
 AH4212
 AH4212;                    North         East     Units Scale Factor Converg.
 AH4212;SPC NC       -   308,300.197   443,030.556   MT  1.00011584   -1 04 23.7
 AH4212;SPC NC       - 1,011,481.56  1,453,509.42   sFT  1.00011584   -1 04 23.7
 AH4212;UTM  17      - 4,041,072.440   512,581.672   MT  0.99960195   +0 05 01.0
 AH4212
 AH4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4212!SPC NC       -   0.99994052  x   1.00011584  =   1.00005635
 AH4212!UTM  17      -   0.99994052  x   0.99960195  =   0.99954250
 AH4212
 AH4212                          SUPERSEDED SURVEY CONTROL
 AH4212
 AH4212  NAD 83(2001)-  36 30 53.71868(N)    080 51 34.13679(W) AD(       ) 1
 AH4212  ELLIP H (03/13/03)  378.988  (m)                       GP(       ) 4 2
 AH4212  NAD 83(1986)-  36 30 53.72629(N)    080 51 34.14353(W) AD(       ) 1
 AH4212  NGVD 29 (10/14/98)  411.80   (m)         1351.0    (f) LEVELING    3  
 AH4212
 AH4212.Superseded values are not recommended for survey control.
 AH4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4212.See file dsdata.txt to determine how the superseded data were derived.
 AH4212
 AH4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1258241072(NAD 83)
 AH4212_MARKER: DD = SURVEY DISK
 AH4212_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4212_STAMPING: 40 JS 1 1964
 AH4212_MARK LOGO: NCSHC 
 AH4212_PROJECTION: FLUSH
 AH4212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4212+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 AH4212
 AH4212  HISTORY     - Date     Condition        Report By
 AH4212  HISTORY     - 1964     MONUMENTED       NCGS
 AH4212  HISTORY     - 19951024 GOOD             NCGS
 AH4212
 AH4212                          STATION DESCRIPTION
 AH4212
 AH4212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4212'THE STATION WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION
 AH4212'FOLLOWS. STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) WEST OF MOUNT AIRY
 AH4212'AND 11.0 MI (17.7 KM) NORTHWEST OF DOBSON. ALONG NC HIGHWAY 89 FOR 7.2
 AH4212'MI (11.6 KM) NORTHWEST FROM THE I-77 OVERPASS (EXIT NO. 100) OR 0.8 MI
 AH4212'(1.3 KM) SOUTH OF SR 1413 TO THE STATION ON THE EAST SIDE OF ROAD IN
 AH4212'THE NORTHWEST CORNER OF A YARD. MARK IS ABOUT LEVEL WITH NC 89 AND
 AH4212'RECESSED 1 INCH BELOW THE GROUND. LOCATED 22.2 FT (6.8 M) EAST OF THE
 AH4212'CENTERLINE OF NC 89, 89.5 FT (27.3 M) SOUTH OF THE LARGER OF TWO
 AH4212'TELEPHONE PEDESTALS, 68.2 FT (20.8 M) WEST OF THE NORTHWEST CORNER OF
 AH4212'A 1 STORY FRAME HOUSE, 12.6 FT (3.8 M) SOUTH-SOUTHWEST OF FENCE/GATE
 AH4212'POST AND 95.5 FT (29.1 M) NORTHWEST OF TELEPHONE PEDESTAL BESIDE A
 AH4212'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4216 ***********************************************************************
 AH4216  DESIGNATION -  40 JS 13
 AH4216  PID         -  AH4216
 AH4216  STATE/COUNTY-  NC/SURRY
 AH4216  USGS QUAD   -  ELKIN NORTH (1994)
 AH4216
 AH4216                         *CURRENT SURVEY CONTROL
 AH4216  ___________________________________________________________________
 AH4216* NAD 83(2007)-  36 19 52.51481(N)    080 49 27.54920(W)     ADJUSTED  
 AH4216* NAVD 88     -       355.66   (+/-2cm)    1166.9    (feet)  VERTCON   
 AH4216  ___________________________________________________________________
 AH4216  EPOCH DATE  -        2002.00
 AH4216  X           -     820,363.984 (meters)                     COMP
 AH4216  Y           -  -5,078,737.938 (meters)                     COMP
 AH4216  Z           -   3,758,056.797 (meters)                     COMP
 AH4216  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AH4216  ELLIP HEIGHT-         322.376 (meters)          (02/10/07) ADJUSTED
 AH4216  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AH4216
 AH4216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4216  Type    PID    Designation                      North   East  Ellip
 AH4216  -------------------------------------------------------------------
 AH4216  NETWORK AH4216 40 JS 13                          0.55   0.47   1.16
 AH4216  -------------------------------------------------------------------
 AH4216  VERT ORDER  -  THIRD ? (See Below)
 AH4216
 AH4216.The horizontal coordinates were established by GPS observations
 AH4216.and adjusted by the National Geodetic Survey in February 2007.
 AH4216
 AH4216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4216.The horizontal coordinates are valid at the epoch date displayed above.
 AH4216.The epoch date for horizontal control is a decimal equivalence
 AH4216.of Year/Month/Day.
 AH4216
 AH4216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4216.The vertical order pertains to the NGVD 29 superseded value.
 AH4216
 AH4216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4216
 AH4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4216
 AH4216.The ellipsoidal height was determined by GPS observations
 AH4216.and is referenced to NAD 83.
 AH4216
 AH4216.The geoid height was determined by GEOID03.
 AH4216
 AH4216;                    North         East     Units Scale Factor Converg.
 AH4216;SPC NC       -   287,862.503   445,805.531   MT  1.00005009   -1 03 10.6
 AH4216;SPC NC       -   944,428.90  1,462,613.65   sFT  1.00005009   -1 03 10.6
 AH4216;UTM  17      - 4,020,704.716   515,767.216   MT  0.99960306   +0 06 14.7
 AH4216
 AH4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4216!SPC NC       -   0.99994941  x   1.00005009  =   0.99999950
 AH4216!UTM  17      -   0.99994941  x   0.99960306  =   0.99955249
 AH4216
 AH4216                          SUPERSEDED SURVEY CONTROL
 AH4216
 AH4216  NAD 83(2001)-  36 19 52.51531(N)    080 49 27.54906(W) AD(       ) 1
 AH4216  ELLIP H (03/13/03)  322.362  (m)                       GP(       ) 4 2
 AH4216  NAD 83(1986)-  36 19 52.52347(N)    080 49 27.55584(W) AD(       ) 1
 AH4216  NGVD 29 (10/14/98)  355.81   (m)         1167.4    (f) LEVELING    3  
 AH4216
 AH4216.Superseded values are not recommended for survey control.
 AH4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4216.See file dsdata.txt to determine how the superseded data were derived.
 AH4216
 AH4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1576720705(NAD 83)
 AH4216_MARKER: DD = SURVEY DISK
 AH4216_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4216_STAMPING: 40 JS 13 1964
 AH4216_MARK LOGO: NCSHC 
 AH4216_PROJECTION: FLUSH
 AH4216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4216+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AH4216
 AH4216  HISTORY     - Date     Condition        Report By
 AH4216  HISTORY     - 1964     MONUMENTED       NCGS
 AH4216  HISTORY     - 19950404 GOOD             NCGS
 AH4216
 AH4216                          STATION DESCRIPTION
 AH4216
 AH4216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4216'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4216'FOLLOWS. STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF ELKIN
 AH4216'AND 7.2 MI (11.6 KM) SOUTHWEST OF DOBSON. PROCEED ALONG SR 1001-POPLAR
 AH4216'SPRINGS ROAD FOR 2.0 MI (3.2 KM) EAST FROM US HIGHWAY 21 BYPASS,
 AH4216'THENCE NORTH FOR 1.7 MI (2.7 KM) ALONG SR 1301-NOAH HAYES ROAD, THENCE
 AH4216'EAST FOR 0.4 MI (0.6 KM) ALONG SR 1302-ADAMS RIDGE ROAD TO THE
 AH4216'STATION. MARK IS ABOUT LEVEL WITH SR 1302 AND PROJECTS 4 INCHES ABOVE
 AH4216'THE GROUND. LOCATED 22.0 FT (6.7 M) NORTH-NORTHEAST OF THE CENTERLINE
 AH4216'OF SR 1302 AND 4.9 FT (1.5 M) SOUTH-SOUTHWEST OF A WOOD RAIL GATE
 AH4216'POST, 32.7 FT (10.0 M) NORTHWEST OF A WOOD RAIL FENCE POST--BOTH WITH
 AH4216'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4217 ***********************************************************************
 AH4217  DESIGNATION -  40 JS 14
 AH4217  PID         -  AH4217
 AH4217  STATE/COUNTY-  NC/SURRY
 AH4217  USGS QUAD   -  ELKIN NORTH (1994)
 AH4217
 AH4217                         *CURRENT SURVEY CONTROL
 AH4217  ___________________________________________________________________
 AH4217* NAD 83(2001)-  36 19 49.35623(N)    080 49 21.53690(W)     ADJUSTED  
 AH4217* NAVD 88     -       354.58   (+/-2cm)    1163.3    (feet)  VERTCON   
 AH4217  ___________________________________________________________________
 AH4217  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AH4217  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AH4217  HORZ ORDER  -  SECOND
 AH4217  VERT ORDER  -  THIRD ? (See Below)
 AH4217
 AH4217.The horizontal coordinates were established by classical geodetic methods
 AH4217.and adjusted by the National Geodetic Survey in August 2005.
 AH4217
 AH4217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4217.The vertical order pertains to the NGVD 29 superseded value.
 AH4217
 AH4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4217
 AH4217.The geoid height was determined by GEOID03.
 AH4217
 AH4217;                    North         East     Units Scale Factor Converg.
 AH4217;SPC NC       -   287,762.402   445,953.674   MT  1.00004981   -1 03 07.1
 AH4217;SPC NC       -   944,100.48  1,463,099.68   sFT  1.00004981   -1 03 07.1
 AH4217;UTM  17      - 4,020,607.669   515,917.283   MT  0.99960312   +0 06 18.3
 AH4217
 AH4217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4217!SPC NC       -   0.99994958  x   1.00004981  =   0.99999939
 AH4217!UTM  17      -   0.99994958  x   0.99960312  =   0.99955272
 AH4217
 AH4217                          SUPERSEDED SURVEY CONTROL
 AH4217
 AH4217  NAD 83(1986)-  36 19 49.36439(N)    080 49 21.54368(W) AD(       ) 2
 AH4217  NGVD 29 (12/22/97)  354.73   (m)         1163.8    (f) LEVELING    3  
 AH4217
 AH4217.Superseded values are not recommended for survey control.
 AH4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4217.See file dsdata.txt to determine how the superseded data were derived.
 AH4217
 AH4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1591720608(NAD 83)
 AH4217_MARKER: DD = SURVEY DISK
 AH4217_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4217_STAMPING: 40 JS 14 1964
 AH4217_MARK LOGO: NCSHC 
 AH4217_PROJECTION: FLUSH
 AH4217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4217+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AH4217
 AH4217  HISTORY     - Date     Condition        Report By
 AH4217  HISTORY     - 1964     MONUMENTED       NCGS
 AH4217  HISTORY     - 19950404 GOOD             NCGS
 AH4217
 AH4217                          STATION DESCRIPTION
 AH4217
 AH4217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4217'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4217'FOLLOWS. STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF ELKIN
 AH4217'AND 7.2 MI (11.6 KM) SOUTHWEST OF DOBSON. PROCEED ALING SR 1001-POPLAR
 AH4217'SPRINGS ROAD FOR 2.0 MI (3.2 KM) EAST FROM US HIGHWAY 21 BYPASS,
 AH4217'THENCE NORTH FOR 1.7 MI (2.7 KM) ALONG SR 1301-NOAH HAYES ROAD, THENCE
 AH4217'EAST FOR 0.55 MI (0.89 KM) ALONG SR 1302-ADAMS RIDGE ROAD TO THE END
 AH4217'OF SR 1302 AND A 2 STORY FRAME HOUSE AND THE STATION. MARK IS ABOUT
 AH4217'LEVEL WITH SR 1302 AND RECESSED 1 INCH BELOW THE GROUND. LOCATED 83.0
 AH4217'FT (25.3 M) NORTHWEST OF THE SOUTHWEST CONCRETE PORCH CORNER, 52.0 FT
 AH4217'(15.8 M) SOUTHEAST OF A 20-INCH PEAR, 21.3 FT (6.5 M) NORTH OF A
 AH4217'36-INCH MAPLE, 26.6 FT (8.1 M) WEST-SOUTHWEST OF A 24-INCH WALNUT AND
 AH4217'49.3 FT (15.0 M) NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4218 ***********************************************************************
 AH4218  DESIGNATION -  40 JS 15
 AH4218  PID         -  AH4218
 AH4218  STATE/COUNTY-  NC/SURRY
 AH4218  USGS QUAD   -  ELKIN NORTH (1994)
 AH4218
 AH4218                         *CURRENT SURVEY CONTROL
 AH4218  ___________________________________________________________________
 AH4218* NAD 83(2007)-  36 18 35.79181(N)    080 49 30.98378(W)     ADJUSTED  
 AH4218* NAVD 88     -       362.44   (+/-2cm)    1189.1    (feet)  VERTCON   
 AH4218  ___________________________________________________________________
 AH4218  EPOCH DATE  -        2002.00
 AH4218  X           -     820,503.630 (meters)                     COMP
 AH4218  Y           -  -5,080,139.814 (meters)                     COMP
 AH4218  Z           -   3,756,155.258 (meters)                     COMP
 AH4218  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AH4218  ELLIP HEIGHT-         329.091 (meters)          (02/10/07) ADJUSTED
 AH4218  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AH4218
 AH4218  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4218  Type    PID    Designation                      North   East  Ellip
 AH4218  -------------------------------------------------------------------
 AH4218  NETWORK AH4218 40 JS 15                          0.84   0.67   1.47
 AH4218  -------------------------------------------------------------------
 AH4218  VERT ORDER  -  THIRD ? (See Below)
 AH4218
 AH4218.The horizontal coordinates were established by GPS observations
 AH4218.and adjusted by the National Geodetic Survey in February 2007.
 AH4218
 AH4218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4218.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4218.The horizontal coordinates are valid at the epoch date displayed above.
 AH4218.The epoch date for horizontal control is a decimal equivalence
 AH4218.of Year/Month/Day.
 AH4218
 AH4218.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4218.The vertical order pertains to the NGVD 29 superseded value.
 AH4218
 AH4218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4218
 AH4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4218
 AH4218.The ellipsoidal height was determined by GPS observations
 AH4218.and is referenced to NAD 83.
 AH4218
 AH4218.The geoid height was determined by GEOID03.
 AH4218
 AH4218;                    North         East     Units Scale Factor Converg.
 AH4218;SPC NC       -   285,499.489   445,676.399   MT  1.00004314   -1 03 12.6
 AH4218;SPC NC       -   936,676.24  1,462,189.99   sFT  1.00004314   -1 03 12.6
 AH4218;UTM  17      - 4,018,340.624   515,685.861   MT  0.99960303   +0 06 12.5
 AH4218
 AH4218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4218!SPC NC       -   0.99994835  x   1.00004314  =   0.99999149
 AH4218!UTM  17      -   0.99994835  x   0.99960303  =   0.99955140
 AH4218
 AH4218                          SUPERSEDED SURVEY CONTROL
 AH4218
 AH4218  NAD 83(2001)-  36 18 35.79230(N)    080 49 30.98364(W) AD(       ) 1
 AH4218  ELLIP H (03/13/03)  329.078  (m)                       GP(       ) 4 2
 AH4218  NAD 83(1986)-  36 18 35.80046(N)    080 49 30.99043(W) AD(       ) 1
 AH4218  NGVD 29 (10/14/98)  362.59   (m)         1189.6    (f) LEVELING    3  
 AH4218
 AH4218.Superseded values are not recommended for survey control.
 AH4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4218.See file dsdata.txt to determine how the superseded data were derived.
 AH4218
 AH4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1568618341(NAD 83)
 AH4218_MARKER: DD = SURVEY DISK
 AH4218_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4218_STAMPING: 40 JS 15 1964
 AH4218_MARK LOGO: NCSHC 
 AH4218_PROJECTION: FLUSH
 AH4218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4218+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AH4218
 AH4218  HISTORY     - Date     Condition        Report By
 AH4218  HISTORY     - 1964     MONUMENTED       NCGS
 AH4218  HISTORY     - 19950404 GOOD             NCGS
 AH4218
 AH4218                          STATION DESCRIPTION
 AH4218
 AH4218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4218'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4218'FOLLOWS. STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF ELKIN
 AH4218'AND 8.2 MI (13.2 KM) SOUTHWEST OF DOBSON. ALONG SR 1001-POPLAR SPRINGS
 AH4218'ROAD FOR 2.5 MI (4.0 KM) EAST FROM US HIGHWAY 21 BYPASS TO THE
 AH4218'INTERSECTION WITH SR 1214-SOUTH HEMLOCK LANE AND THE STATION IN THE
 AH4218'SOUTHEAST QUADRANT AND THE NORTHEAST CORNER OF THE YARD OF A 1 STORY
 AH4218'BRICK HOUSE, ALSO 0.35 MI (0.56 KM) WEST OF SR 1131-FAX WELBORN ROAD.
 AH4218'MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN SR 1001 AND PROJECTS 3 INCHES
 AH4218'ABOVE THE GROUND. LOCATED 31.0 FT (9.4 M) SOUTH-SOUTHWEST OF THE
 AH4218'CENTERLINE OF SR 1001, 175.7 FT (53.6 M) EAST-SOUTHEAST OF THE
 AH4218'CENTERLINE OF SR 1214, 103.3 FT (31.5 M) NORTH-NORTHEAST OF NORTHEAST
 AH4218'CORNER OF THE BRICK HOUSE, 54.6 FT (16.6 M) SOUTH OF A TELEPHONE
 AH4218'PEDESTAL AND 2.0 FT (0.6 M) NORTH OF PROPERTY CORNER MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4219 ***********************************************************************
 AH4219  DESIGNATION -  40 JS 16
 AH4219  PID         -  AH4219
 AH4219  STATE/COUNTY-  NC/SURRY
 AH4219  USGS QUAD   -  ELKIN NORTH (1994)
 AH4219
 AH4219                         *CURRENT SURVEY CONTROL
 AH4219  ___________________________________________________________________
 AH4219* NAD 83(2001)-  36 18 32.97165(N)    080 49 21.54175(W)     ADJUSTED  
 AH4219* NAVD 88     -       358.17   (+/-2cm)    1175.1    (feet)  VERTCON   
 AH4219  ___________________________________________________________________
 AH4219  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AH4219  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH4219  HORZ ORDER  -  SECOND
 AH4219  VERT ORDER  -  THIRD ? (See Below)
 AH4219
 AH4219.The horizontal coordinates were established by classical geodetic methods
 AH4219.and adjusted by the National Geodetic Survey in August 2005.
 AH4219
 AH4219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4219.The vertical order pertains to the NGVD 29 superseded value.
 AH4219
 AH4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4219
 AH4219.The geoid height was determined by GEOID03.
 AH4219
 AH4219;                    North         East     Units Scale Factor Converg.
 AH4219;SPC NC       -   285,408.244   445,910.325   MT  1.00004289   -1 03 07.1
 AH4219;SPC NC       -   936,376.88  1,462,957.46   sFT  1.00004289   -1 03 07.1
 AH4219;UTM  17      - 4,018,254.160   515,921.477   MT  0.99960312   +0 06 18.1
 AH4219
 AH4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4219!SPC NC       -   0.99994903  x   1.00004289  =   0.99999191
 AH4219!UTM  17      -   0.99994903  x   0.99960312  =   0.99955217
 AH4219
 AH4219                          SUPERSEDED SURVEY CONTROL
 AH4219
 AH4219  NAD 83(1986)-  36 18 32.97980(N)    080 49 21.54854(W) AD(       ) 2
 AH4219  NGVD 29 (12/22/97)  358.32   (m)         1175.6    (f) LEVELING    3  
 AH4219
 AH4219.Superseded values are not recommended for survey control.
 AH4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4219.See file dsdata.txt to determine how the superseded data were derived.
 AH4219
 AH4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1592118254(NAD 83)
 AH4219_MARKER: DD = SURVEY DISK
 AH4219_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4219_STAMPING: 40 JS 16 1964
 AH4219_MARK LOGO: NCSHC 
 AH4219_PROJECTION: FLUSH
 AH4219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4219+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1995
 AH4219
 AH4219  HISTORY     - Date     Condition        Report By
 AH4219  HISTORY     - 1964     MONUMENTED       NCGS
 AH4219  HISTORY     - 19950404 GOOD             NCGS
 AH4219
 AH4219                          STATION DESCRIPTION
 AH4219
 AH4219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4219'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4219'FOLLOWS. STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHEAST OF ELKIN
 AH4219'AND 8.1 MI (13.0 KM) SOUTHWEST OF DOBSON. ALONG SR 1001-POPLAR SPRINGS
 AH4219'ROAD FOR 2.7 MI (4.3 KM) EAST FROM US HIGHWAY 21 BYPASS TO THE STATION
 AH4219'ON THE NORTH SIDE OF THE ROAD, ALSO 0.15 MI (0.24 KM) WEST OF SR
 AH4219'1131-FAX WELBORN ROAD. MARK IS ABOUT LEVEL WITH SR 1001 AND PROJECTS 2
 AH4219'INCHES ABOVE THE GROUND. LOCATED 20.5 FT (6.2 M) NORTH-NORTHEAST OF
 AH4219'THE CENTERLINE OF SR 1001, 57.7 FT (17.6 M) NORTH OF THE NORTHWEST
 AH4219'CORNER OF A CHAIN LINK FENCE AROUND A SMALL CEMETARY, 92.3 FT (28.1 M)
 AH4219'EAST OF A TELEPHONE PEDESTAL, 101.7 FT (31.0 M) EAST-SOUTHEAST OF THE
 AH4219'EAST END OF A DRIVEWAY CULVERT AND 15.7 FT (4.8 M) SOUTH OF A 8-INCH
 AH4219'POPLAR WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4220 ***********************************************************************
 AH4220  DESIGNATION -  40 JS 19
 AH4220  PID         -  AH4220
 AH4220  STATE/COUNTY-  NC/SURRY
 AH4220  USGS QUAD   -  BOTTOM (1994)
 AH4220
 AH4220                         *CURRENT SURVEY CONTROL
 AH4220  ___________________________________________________________________
 AH4220* NAD 83(2007)-  36 26 18.17682(N)    080 46 29.40301(W)     ADJUSTED  
 AH4220* NAVD 88     -       383.89   (+/-2cm)    1259.5    (feet)  VERTCON   
 AH4220  ___________________________________________________________________
 AH4220  EPOCH DATE  -        2002.00
 AH4220  X           -     823,623.161 (meters)                     COMP
 AH4220  Y           -  -5,071,089.099 (meters)                     COMP
 AH4220  Z           -   3,767,644.273 (meters)                     COMP
 AH4220  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AH4220  ELLIP HEIGHT-         350.748 (meters)          (02/10/07) ADJUSTED
 AH4220  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AH4220
 AH4220  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4220  Type    PID    Designation                      North   East  Ellip
 AH4220  -------------------------------------------------------------------
 AH4220  NETWORK AH4220 40 JS 19                          0.57   0.49   1.22
 AH4220  -------------------------------------------------------------------
 AH4220  VERT ORDER  -  THIRD (See Below)
 AH4220
 AH4220.The horizontal coordinates were established by GPS observations
 AH4220.and adjusted by the National Geodetic Survey in February 2007.
 AH4220
 AH4220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4220.The horizontal coordinates are valid at the epoch date displayed above.
 AH4220.The epoch date for horizontal control is a decimal equivalence
 AH4220.of Year/Month/Day.
 AH4220
 AH4220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4220.The vertical order pertains to the NGVD 29 superseded value.
 AH4220
 AH4220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4220
 AH4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4220
 AH4220.The ellipsoidal height was determined by GPS observations
 AH4220.and is referenced to NAD 83.
 AH4220
 AH4220.The geoid height was determined by GEOID03.
 AH4220
 AH4220;                    North         East     Units Scale Factor Converg.
 AH4220;SPC NC       -   299,668.492   450,460.584   MT  1.00008718   -1 01 27.8
 AH4220;SPC NC       -   983,162.38  1,477,886.10   sFT  1.00008718   -1 01 27.8
 AH4220;UTM  17      - 4,032,596.811   520,180.766   MT  0.99960502   +0 08 01.5
 AH4220
 AH4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4220!SPC NC       -   0.99994496  x   1.00008718  =   1.00003213
 AH4220!UTM  17      -   0.99994496  x   0.99960502  =   0.99955000
 AH4220
 AH4220                          SUPERSEDED SURVEY CONTROL
 AH4220
 AH4220  NAD 83(2001)-  36 26 18.17732(N)    080 46 29.40286(W) AD(       ) 1
 AH4220  ELLIP H (03/13/03)  350.728  (m)                       GP(       ) 4 2
 AH4220  NAD 83(1986)-  36 26 18.18492(N)    080 46 29.40966(W) AD(       ) 1
 AH4220  NGVD 29 (10/14/98)  384.05   (m)         1260.0    (f) LEVELING    3  
 AH4220
 AH4220.Superseded values are not recommended for survey control.
 AH4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4220.See file dsdata.txt to determine how the superseded data were derived.
 AH4220
 AH4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2018132597(NAD 83)
 AH4220_MARKER: DD = SURVEY DISK
 AH4220_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4220_STAMPING: 40 JS 19 1964
 AH4220_MARK LOGO: NCSHC 
 AH4220_PROJECTION: FLUSH
 AH4220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4220+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1995
 AH4220
 AH4220  HISTORY     - Date     Condition        Report By
 AH4220  HISTORY     - 1964     MONUMENTED       NCGS
 AH4220  HISTORY     - 19951106 GOOD             NCGS
 AH4220
 AH4220                          STATION DESCRIPTION
 AH4220
 AH4220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4220'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4220'MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN SR 1341 AND PROJECTS 10
 AH4220'INCHES ABOVE THE GROUND. LOCATED 33.0 FT (10.1 M) WEST OF THE
 AH4220'CENTERLINE OF SR 1341, 36.4 FT (11.1 M) NORTH OF A TELEPHONE PEDESTAL
 AH4220'AND 7.4 FT (2.3 M) WEST OF A POWER POLE WITH TRANSFORMER AND REFERENCE
 AH4220'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4247 ***********************************************************************
 AH4247  DESIGNATION -  40 JS 2
 AH4247  PID         -  AH4247
 AH4247  STATE/COUNTY-  NC/SURRY
 AH4247  USGS QUAD   -  LAMBSBURG (1977)
 AH4247
 AH4247                         *CURRENT SURVEY CONTROL
 AH4247  ___________________________________________________________________
 AH4247* NAD 83(2001)-  36 30 25.39611(N)    080 51 27.25245(W)     ADJUSTED  
 AH4247* NAVD 88     -       394.30   (+/-2cm)    1293.6    (feet)  VERTCON   
 AH4247  ___________________________________________________________________
 AH4247  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AH4247  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AH4247  HORZ ORDER  -  SECOND
 AH4247  VERT ORDER  -  THIRD (See Below)
 AH4247
 AH4247.The horizontal coordinates were established by classical geodetic methods
 AH4247.and adjusted by the National Geodetic Survey in August 2005.
 AH4247
 AH4247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4247.The vertical order pertains to the NGVD 29 superseded value.
 AH4247
 AH4247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4247
 AH4247.The geoid height was determined by GEOID03.
 AH4247
 AH4247;                    North         East     Units Scale Factor Converg.
 AH4247;SPC NC       -   307,424.027   443,185.506   MT  1.00011281   -1 04 19.7
 AH4247;SPC NC       - 1,008,607.00  1,454,017.78   sFT  1.00011281   -1 04 19.7
 AH4247;UTM  17      - 4,040,200.024   512,754.192   MT  0.99960200   +0 05 05.0
 AH4247
 AH4247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4247!SPC NC       -   0.99994325  x   1.00011281  =   1.00005606
 AH4247!UTM  17      -   0.99994325  x   0.99960200  =   0.99954528
 AH4247
 AH4247                          SUPERSEDED SURVEY CONTROL
 AH4247
 AH4247  NAD 83(1986)-  36 30 25.40384(N)    080 51 27.25931(W) AD(       ) 2
 AH4247  NGVD 29 (12/22/97)  394.45   (m)         1294.1    (f) LEVELING    3  
 AH4247
 AH4247.Superseded values are not recommended for survey control.
 AH4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4247.See file dsdata.txt to determine how the superseded data were derived.
 AH4247
 AH4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1275440200(NAD 83)
 AH4247_MARKER: DD = SURVEY DISK
 AH4247_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4247_STAMPING: 40 JS 2 1964
 AH4247_MARK LOGO: NCDOT 
 AH4247_PROJECTION: FLUSH
 AH4247_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4247+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1995
 AH4247
 AH4247  HISTORY     - Date     Condition        Report By
 AH4247  HISTORY     - 1964     MONUMENTED       NCGS
 AH4247  HISTORY     - 19950222 GOOD             NCGS
 AH4247
 AH4247                          STATION DESCRIPTION
 AH4247
 AH4247'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4247'RECOVERED IN GOOD CONDITION A NEW DESCRIPTION FOLLOWS. STATION IS
 AH4247'LOCATED APPROXIMATELY 14.0 MI (22.5 KM) WEST OF MOUNT AIRY AND 10.6 MI
 AH4247'(17.1 KM) NORTHWEST OF DOBSON. PROCEED ALONG NC HIGHWAY 89 FOR 7.1 MI
 AH4247'(11.4 KM) NORTHWEST FROM THE I-77 OVERPASS (EXIT NO. 100), THENCE
 AH4247'SOUTH FOR 0.25 MI (0.40 KM) ALONG SR 1338-HIDDEN VALLEY ROAD TO THE
 AH4247'INTERSECTION WITH SR 1408-RAMEY CREEK ROAD AND THE STATION IS THE
 AH4247'SOUTHWEST QUADRANT. MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN SR 1338
 AH4247'AND PROJECTS 2 INCHES ABOVE THE GROUND. LOCATED 21.5 FT (6.6 M) WEST
 AH4247'OF THE CENTERLINE OF SR 1338, 50.5 FT (15.4 M) SOUTH OF THE CENTELINE
 AH4247'OF SR 1408, 56.5 FT (17.2 M) WEST-SOUTHWEST OF THE CENTERLINE
 AH4247'INTERSECTION, 39.7 FT (12.1 M) SOUTHEAST OF A TELEPHONE PEDESTAL AND
 AH4247'4.9 FT (1.5 M) SOUTH OF AN 18-INCH PINE AND 12.8 FT (3.9 M) NORTH OF
 AH4247'AN 18-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4221 ***********************************************************************
 AH4221  DESIGNATION -  40 JS 24
 AH4221  PID         -  AH4221
 AH4221  STATE/COUNTY-  NC/SURRY
 AH4221  USGS QUAD   -  CANA (1985)
 AH4221
 AH4221                         *CURRENT SURVEY CONTROL
 AH4221  ___________________________________________________________________
 AH4221* NAD 83(2007)-  36 33 30.19740(N)    080 44 52.73613(W)     ADJUSTED  
 AH4221* NAVD 88     -       428.78   (+/-2cm)    1406.8    (feet)  VERTCON   
 AH4221  ___________________________________________________________________
 AH4221  EPOCH DATE  -        2002.00
 AH4221  X           -     824,731.948 (meters)                     COMP
 AH4221  Y           -  -5,062,920.239 (meters)                     COMP
 AH4221  Z           -   3,778,376.899 (meters)                     COMP
 AH4221  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AH4221  ELLIP HEIGHT-         396.065 (meters)          (02/10/07) ADJUSTED
 AH4221  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AH4221
 AH4221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4221  Type    PID    Designation                      North   East  Ellip
 AH4221  -------------------------------------------------------------------
 AH4221  NETWORK AH4221 40 JS 24                          0.51   0.43   1.12
 AH4221  -------------------------------------------------------------------
 AH4221  VERT ORDER  -  THIRD ? (See Below)
 AH4221
 AH4221.The horizontal coordinates were established by GPS observations
 AH4221.and adjusted by the National Geodetic Survey in February 2007.
 AH4221
 AH4221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4221.The horizontal coordinates are valid at the epoch date displayed above.
 AH4221.The epoch date for horizontal control is a decimal equivalence
 AH4221.of Year/Month/Day.
 AH4221
 AH4221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4221.The vertical order pertains to the NGVD 29 superseded value.
 AH4221
 AH4221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4221
 AH4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4221
 AH4221.The ellipsoidal height was determined by GPS observations
 AH4221.and is referenced to NAD 83.
 AH4221
 AH4221.The geoid height was determined by GEOID03.
 AH4221
 AH4221;                    North         East     Units Scale Factor Converg.
 AH4221;SPC NC       -   312,941.993   453,102.513   MT  1.00013292   -1 00 32.0
 AH4221;SPC NC       - 1,026,710.52  1,486,553.83   sFT  1.00013292   -1 00 32.0
 AH4221;UTM  17      - 4,045,914.301   522,552.580   MT  0.99960627   +0 09 00.4
 AH4221
 AH4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4221!SPC NC       -   0.99993785  x   1.00013292  =   1.00007076
 AH4221!UTM  17      -   0.99993785  x   0.99960627  =   0.99954414
 AH4221
 AH4221                          SUPERSEDED SURVEY CONTROL
 AH4221
 AH4221  NAD 83(2001)-  36 33 30.19795(N)    080 44 52.73608(W) AD(       ) 1
 AH4221  ELLIP H (03/13/03)  396.036  (m)                       GP(       ) 4 2
 AH4221  NAD 83(1986)-  36 33 30.20538(N)    080 44 52.74213(W) AD(       ) 1
 AH4221  NGVD 29 (10/14/98)  428.94   (m)         1407.3    (f) LEVELING    3  
 AH4221
 AH4221.Superseded values are not recommended for survey control.
 AH4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4221.See file dsdata.txt to determine how the superseded data were derived.
 AH4221
 AH4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2255345914(NAD 83)
 AH4221_MARKER: DD = SURVEY DISK
 AH4221_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4221_STAMPING: 40 JS 24 1964
 AH4221_MARK LOGO: NCSHC 
 AH4221_PROJECTION: FLUSH
 AH4221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4221+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 AH4221
 AH4221  HISTORY     - Date     Condition        Report By
 AH4221  HISTORY     - 1964     MONUMENTED       NCGS
 AH4221  HISTORY     - 19950403 GOOD             NCGS
 AH4221
 AH4221                          STATION DESCRIPTION
 AH4221
 AH4221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4221'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4221'LOCATED 19.0 FT (5.8 M) EAST OF THE CENTERLINE OF SR 1602, 7.1 FT (2.2
 AH4221'M) WEST OF A CHAIN LINK FENCE, 49.0 FT (14.9 M) NORTHEAST OF THE
 AH4221'CENTERLINE INTERSECTION OF SR 1602 AND A DIRT FARM ROAD, 83.3 FT (25.4
 AH4221'M) SOUTH OF A TELEPHONE PEDESTAL AND 26.4 FT (8.0 M) SOUTH OF POWER
 AH4221'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4011 ***********************************************************************
 AH4011  DESIGNATION -  40 JS 25
 AH4011  PID         -  AH4011
 AH4011  STATE/COUNTY-  NC/SURRY
 AH4011  USGS QUAD   -  ELKIN NORTH (1994)
 AH4011
 AH4011                         *CURRENT SURVEY CONTROL
 AH4011  ___________________________________________________________________
 AH4011* NAD 83(2001)-  36 19 09.93761(N)    080 47 40.41378(W)     ADJUSTED  
 AH4011* NAVD 88     -       352.69   (+/-2cm)    1157.1    (feet)  VERTCON   
 AH4011  ___________________________________________________________________
 AH4011  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AH4011  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH4011  HORZ ORDER  -  SECOND
 AH4011  VERT ORDER  -  THIRD ? (See Below)
 AH4011
 AH4011.The horizontal coordinates were established by classical geodetic methods
 AH4011.and adjusted by the National Geodetic Survey in August 2005.
 AH4011
 AH4011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4011.The vertical order pertains to the NGVD 29 superseded value.
 AH4011
 AH4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4011
 AH4011.The geoid height was determined by GEOID03.
 AH4011
 AH4011;                    North         East     Units Scale Factor Converg.
 AH4011;SPC NC       -   286,501.568   448,453.487   MT  1.00004622   -1 02 08.8
 AH4011;SPC NC       -   939,963.89  1,471,301.15   sFT  1.00004622   -1 02 08.8
 AH4011;UTM  17      - 4,019,398.117   518,440.929   MT  0.99960419   +0 07 18.0
 AH4011
 AH4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4011!SPC NC       -   0.99994989  x   1.00004622  =   0.99999611
 AH4011!UTM  17      -   0.99994989  x   0.99960419  =   0.99955410
 AH4011
 AH4011                          SUPERSEDED SURVEY CONTROL
 AH4011
 AH4011  NAD 83(1986)-  36 19 09.94566(N)    080 47 40.42045(W) AD(       ) 2
 AH4011  NGVD 29 (12/22/97)  352.85   (m)         1157.6    (f) LEVELING    3  
 AH4011
 AH4011.Superseded values are not recommended for survey control.
 AH4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4011.See file dsdata.txt to determine how the superseded data were derived.
 AH4011
 AH4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1844119398(NAD 83)
 AH4011_MARKER: DD = SURVEY DISK
 AH4011_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4011_STAMPING: 40 JS 25 1964
 AH4011_MARK LOGO: NCSHC 
 AH4011_PROJECTION: FLUSH
 AH4011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4011
 AH4011  HISTORY     - Date     Condition        Report By
 AH4011  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4011  HISTORY     - 19860918 GOOD             NCGS
 AH4011
 AH4011                          STATION DESCRIPTION
 AH4011
 AH4011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4011'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH-NORTHEAST OF ELKIN,
 AH4011'AND 10.6 KM (6.60 MI) SOUTHWEST OF DOBSON. ALONG SR 1121 (LANE RD.)
 AH4011'FOR 0.5 KM (0.30 MI) SOUTH FROM THE BRIDGE OVER I-77, AT NORTHEAST
 AH4011'CORNER OF A.V. COCKERHAM YARD, ON BACK SIDE OF A JUNIPER SHRUB. MARK
 AH4011'IS FLUSH WITH GROUND AND LEVEL WITH ROAD.  LOCATED 9.8 M (32.2 FT)
 AH4011'WEST OF THE CENTERLINE OF ROAD, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF RAIL
 AH4011'FENCE, 1.9 M (6.2 FT) SOUTHWEST OF CORNER FENCE POST, 16.6 M (54.5 FT)
 AH4011'NORTHEAST OF AN 18-INCH WILLOW, AND 0.4 M (1.3 FT) NORTH-NORTHWEST OF
 AH4011'A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4085 ***********************************************************************
 AH4085  DESIGNATION -  40 JS 29
 AH4085  PID         -  AH4085
 AH4085  STATE/COUNTY-  NC/SURRY
 AH4085  USGS QUAD   -  ELKIN NORTH (1994)
 AH4085
 AH4085                         *CURRENT SURVEY CONTROL
 AH4085  ___________________________________________________________________
 AH4085* NAD 83(2007)-  36 21 11.01248(N)    080 45 33.20552(W)     ADJUSTED  
 AH4085* NAVD 88     -       381.76   (+/-2cm)    1252.5    (feet)  VERTCON   
 AH4085  ___________________________________________________________________
 AH4085  EPOCH DATE  -        2002.00
 AH4085  X           -     825,906.659 (meters)                     COMP
 AH4085  Y           -  -5,076,407.976 (meters)                     COMP
 AH4085  Z           -   3,760,021.280 (meters)                     COMP
 AH4085  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AH4085  ELLIP HEIGHT-         348.394 (meters)          (02/10/07) ADJUSTED
 AH4085  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AH4085
 AH4085  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4085  Type    PID    Designation                      North   East  Ellip
 AH4085  -------------------------------------------------------------------
 AH4085  NETWORK AH4085 40 JS 29                          0.53   0.43   1.12
 AH4085  -------------------------------------------------------------------
 AH4085  VERT ORDER  -  THIRD ? (See Below)
 AH4085
 AH4085.The horizontal coordinates were established by GPS observations
 AH4085.and adjusted by the National Geodetic Survey in February 2007.
 AH4085
 AH4085.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4085.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4085.The horizontal coordinates are valid at the epoch date displayed above.
 AH4085.The epoch date for horizontal control is a decimal equivalence
 AH4085.of Year/Month/Day.
 AH4085
 AH4085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4085.The vertical order pertains to the NGVD 29 superseded value.
 AH4085
 AH4085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4085
 AH4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4085
 AH4085.The ellipsoidal height was determined by GPS observations
 AH4085.and is referenced to NAD 83.
 AH4085
 AH4085.The geoid height was determined by GEOID03.
 AH4085
 AH4085;                    North         East     Units Scale Factor Converg.
 AH4085;SPC NC       -   290,176.351   451,692.354   MT  1.00005736   -1 00 55.3
 AH4085;SPC NC       -   952,020.24  1,481,927.33   sFT  1.00005736   -1 00 55.3
 AH4085;UTM  17      - 4,023,135.923   521,603.470   MT  0.99960575   +0 08 33.8
 AH4085
 AH4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4085!SPC NC       -   0.99994532  x   1.00005736  =   1.00000268
 AH4085!UTM  17      -   0.99994532  x   0.99960575  =   0.99955110
 AH4085
 AH4085                          SUPERSEDED SURVEY CONTROL
 AH4085
 AH4085  NAD 83(2001)-  36 21 11.01299(N)    080 45 33.20541(W) AD(       ) 1
 AH4085  ELLIP H (03/13/03)  348.377  (m)                       GP(       ) 4 2
 AH4085  NAD 83(1986)-  36 21 11.02105(N)    080 45 33.21197(W) AD(       ) 1
 AH4085  NGVD 29 (10/14/98)  381.91   (m)         1253.0    (f) LEVELING    3  
 AH4085
 AH4085.Superseded values are not recommended for survey control.
 AH4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4085.See file dsdata.txt to determine how the superseded data were derived.
 AH4085
 AH4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2160323136(NAD 83)
 AH4085_MARKER: DD = SURVEY DISK
 AH4085_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4085_STAMPING: 40 JS 29 1964
 AH4085_MARK LOGO: NCSHC 
 AH4085_PROJECTION: FLUSH
 AH4085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4085+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1986
 AH4085
 AH4085  HISTORY     - Date     Condition        Report By
 AH4085  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4085  HISTORY     - 19860505 GOOD             NCGS
 AH4085
 AH4085                          STATION DESCRIPTION
 AH4085
 AH4085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4085'STATION IS LOCATED ABOUT 5.8 KM (3.60 MI) SOUTHWEST OF DOBSON. ALONG
 AH4085'SR 1110 (TWIN OAK RD) FOR 5.3 KM (3.30 MI) SOUTH FROM SR 1001 (AT THE
 AH4085'I-77 DOBSON INTERCHANGE), OR 0.9 KM (0.55 MI) NORTH OF UNION CROSS
 AH4085'CHURCH, IN NORTHEAST CORNER OF-E. O. HAMBY-YARD, AND ON PROLONGATION
 AH4085'OF A GRAVEL DRIVE. MARK PROJECTS 1 INCH ABOVE GROUND AND IS 2-FEET
 AH4085'HIGHER THAN ROAD. LOCATED 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF
 AH4085'ROAD, 41.5 M (136.2 FT) NORTH OF NORTH END OF DRIVEWAY CULVERT, 19.1 M
 AH4085'(62.7 FT) EAST OF EAST END OF CONCRETE BLOCK RETAINING WALL, 1.1 M
 AH4085'(3.6 FT) SOUTH OF A TELEPHONE PEDESTAL--AND 34.8 M (114.2 FT)
 AH4085'SOUTHWEST OF A POWER POLE BESIDE A PEDESTAL, 2.2 M (7.2 FT) NORTHEAST
 AH4085'OF A SERVICE POLE--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4084 ***********************************************************************
 AH4084  DESIGNATION -  40 JS 30
 AH4084  PID         -  AH4084
 AH4084  STATE/COUNTY-  NC/SURRY
 AH4084  USGS QUAD   -  ELKIN NORTH (1994)
 AH4084
 AH4084                         *CURRENT SURVEY CONTROL
 AH4084  ___________________________________________________________________
 AH4084* NAD 83(2001)-  36 21 28.14185(N)    080 45 33.78857(W)     ADJUSTED  
 AH4084* NAVD 88     -       383.73   (+/-2cm)    1259.0    (feet)  VERTCON   
 AH4084  ___________________________________________________________________
 AH4084  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AH4084  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AH4084  HORZ ORDER  -  SECOND
 AH4084  VERT ORDER  -  THIRD ? (See Below)
 AH4084
 AH4084.The horizontal coordinates were established by classical geodetic methods
 AH4084.and adjusted by the National Geodetic Survey in August 2005.
 AH4084
 AH4084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4084.The vertical order pertains to the NGVD 29 superseded value.
 AH4084
 AH4084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4084
 AH4084.The geoid height was determined by GEOID03.
 AH4084
 AH4084;                    North         East     Units Scale Factor Converg.
 AH4084;SPC NC       -   290,704.549   451,687.176   MT  1.00005896   -1 00 55.7
 AH4084;SPC NC       -   953,753.17  1,481,910.34   sFT  1.00005896   -1 00 55.7
 AH4084;UTM  17      - 4,023,663.669   521,587.625   MT  0.99960574   +0 08 33.5
 AH4084
 AH4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4084!SPC NC       -   0.99994501  x   1.00005896  =   1.00000397
 AH4084!UTM  17      -   0.99994501  x   0.99960574  =   0.99955078
 AH4084
 AH4084                          SUPERSEDED SURVEY CONTROL
 AH4084
 AH4084  NAD 83(1986)-  36 21 28.14990(N)    080 45 33.79505(W) AD(       ) 2
 AH4084  NGVD 29 (12/22/97)  383.88   (m)         1259.4    (f) LEVELING    3  
 AH4084
 AH4084.Superseded values are not recommended for survey control.
 AH4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4084.See file dsdata.txt to determine how the superseded data were derived.
 AH4084
 AH4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2158823664(NAD 83)
 AH4084_MARKER: DD = SURVEY DISK
 AH4084_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4084_STAMPING: 40 JS 30 1964
 AH4084_MARK LOGO: NCSHC 
 AH4084_PROJECTION: FLUSH
 AH4084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4084
 AH4084  HISTORY     - Date     Condition        Report By
 AH4084  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4084  HISTORY     - 19860505 GOOD             NCGS
 AH4084
 AH4084                          STATION DESCRIPTION
 AH4084
 AH4084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4084'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF DOBSON. ALONG
 AH4084'SR 1110 (TWIN OAK RD) FOR 4.8 KM (3.00 MI) SOUTH FROM SR 1001 (AT THE
 AH4084'I-77 DOBSON INTERCHANGE), OR 0.2 KM (0.10 MI) SOUTH OF SR 1106. MARK
 AH4084'PROJECTS 5 INCHES ABOVE GROUND AND IS LEVEL WITH ROAD. LOCATED 5.9 M
 AH4084'(19.4 FT) EAST OF THE CENTERLINE OF ROAD, 6.4 M (21.0 FT) SOUTH OF A
 AH4084'4-FOOT TALL IRON POST AT EDGE OF PAVED AREA, 15.8 M (51.8 FT)
 AH4084'SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BLOCK RESIDENCE (FORMERLY A
 AH4084'STORE), 32.7 M (107.3 FT) NORTHWEST OF NORTHWEST CORNER OF HOUSE, AND
 AH4084'8.6 M (28.2 FT) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER AND
 AH4084'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4222 ***********************************************************************
 AH4222  DESIGNATION -  40 JS 31
 AH4222  PID         -  AH4222
 AH4222  STATE/COUNTY-  NC/SURRY
 AH4222  USGS QUAD   -  DOBSON (1994)
 AH4222
 AH4222                         *CURRENT SURVEY CONTROL
 AH4222  ___________________________________________________________________
 AH4222* NAD 83(2007)-  36 22 47.78473(N)    080 44 43.20547(W)     ADJUSTED  
 AH4222* NAVD 88     -       374.41   (+/-2cm)    1228.4    (feet)  VERTCON   
 AH4222  ___________________________________________________________________
 AH4222  EPOCH DATE  -        2002.00
 AH4222  X           -     826,851.781 (meters)                     COMP
 AH4222  Y           -  -5,074,456.029 (meters)                     COMP
 AH4222  Z           -   3,762,419.013 (meters)                     COMP
 AH4222  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AH4222  ELLIP HEIGHT-         341.071 (meters)          (02/10/07) ADJUSTED
 AH4222  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AH4222
 AH4222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4222  Type    PID    Designation                      North   East  Ellip
 AH4222  -------------------------------------------------------------------
 AH4222  NETWORK AH4222 40 JS 31                          0.82   0.76   1.51
 AH4222  -------------------------------------------------------------------
 AH4222  VERT ORDER  -  THIRD ? (See Below)
 AH4222
 AH4222.The horizontal coordinates were established by GPS observations
 AH4222.and adjusted by the National Geodetic Survey in February 2007.
 AH4222
 AH4222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4222.The horizontal coordinates are valid at the epoch date displayed above.
 AH4222.The epoch date for horizontal control is a decimal equivalence
 AH4222.of Year/Month/Day.
 AH4222
 AH4222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4222.The vertical order pertains to the NGVD 29 superseded value.
 AH4222
 AH4222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4222
 AH4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4222
 AH4222.The ellipsoidal height was determined by GPS observations
 AH4222.and is referenced to NAD 83.
 AH4222
 AH4222.The geoid height was determined by GEOID03.
 AH4222
 AH4222;                    North         East     Units Scale Factor Converg.
 AH4222;SPC NC       -   293,136.961   452,991.345   MT  1.00006651   -1 00 26.5
 AH4222;SPC NC       -   961,733.51  1,486,189.10   sFT  1.00006651   -1 00 26.5
 AH4222;UTM  17      - 4,026,120.824   522,841.786   MT  0.99960643   +0 09 03.8
 AH4222
 AH4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4222!SPC NC       -   0.99994647  x   1.00006651  =   1.00001298
 AH4222!UTM  17      -   0.99994647  x   0.99960643  =   0.99955293
 AH4222
 AH4222                          SUPERSEDED SURVEY CONTROL
 AH4222
 AH4222  NAD 83(2001)-  36 22 47.78526(N)    080 44 43.20537(W) AD(       ) 1
 AH4222  ELLIP H (03/13/03)  341.048  (m)                       GP(       ) 4 2
 AH4222  NAD 83(1986)-  36 22 47.79318(N)    080 44 43.21179(W) AD(       ) 1
 AH4222  NGVD 29 (10/14/98)  374.56   (m)         1228.9    (f) LEVELING    3  
 AH4222
 AH4222.Superseded values are not recommended for survey control.
 AH4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4222.See file dsdata.txt to determine how the superseded data were derived.
 AH4222
 AH4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2284226121(NAD 83)
 AH4222_MARKER: DD = SURVEY DISK
 AH4222_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4222_STAMPING: 40 JS 31 1964
 AH4222_MARK LOGO: NCSHC 
 AH4222_PROJECTION: FLUSH
 AH4222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4222+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1995
 AH4222
 AH4222  HISTORY     - Date     Condition        Report By
 AH4222  HISTORY     - 1964     MONUMENTED       NCGS
 AH4222  HISTORY     - 19951106 GOOD             NCGS
 AH4222
 AH4222                          STATION DESCRIPTION
 AH4222
 AH4222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4222'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4222'MARK IS ABOUT 4 FEET (1.2 M) HIGHER THAN SR 1100-CAVES MILL ROAD AND
 AH4222'PROJECTS 3 INCHES ABOVE THE GROUND. LOCATED 34.5 FT (10.5 M) SOUTH OF
 AH4222'THE CENTERLINE OF SR 1100 AND 50.2 FT (15.3 M) EAST OF 10-INCH OAK
 AH4222'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4223 ***********************************************************************
 AH4223  DESIGNATION -  40 JS 32
 AH4223  PID         -  AH4223
 AH4223  STATE/COUNTY-  NC/SURRY
 AH4223  USGS QUAD   -  DOBSON (1994)
 AH4223
 AH4223                         *CURRENT SURVEY CONTROL
 AH4223  ___________________________________________________________________
 AH4223* NAD 83(2001)-  36 22 46.56641(N)    080 44 52.72421(W)     ADJUSTED  
 AH4223* NAVD 88     -       369.33   (+/-2cm)    1211.7    (feet)  VERTCON   
 AH4223  ___________________________________________________________________
 AH4223  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AH4223  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AH4223  HORZ ORDER  -  SECOND
 AH4223  VERT ORDER  -  THIRD ? (See Below)
 AH4223
 AH4223.The horizontal coordinates were established by classical geodetic methods
 AH4223.and adjusted by the National Geodetic Survey in August 2005.
 AH4223
 AH4223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4223.The vertical order pertains to the NGVD 29 superseded value.
 AH4223
 AH4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4223
 AH4223.The geoid height was determined by GEOID03.
 AH4223
 AH4223;                    North         East     Units Scale Factor Converg.
 AH4223;SPC NC       -   293,103.586   452,753.452   MT  1.00006639   -1 00 32.0
 AH4223;SPC NC       -   961,624.02  1,485,408.62   sFT  1.00006639   -1 00 32.0
 AH4223;UTM  17      - 4,026,082.664   522,604.726   MT  0.99960630   +0 08 58.1
 AH4223
 AH4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4223!SPC NC       -   0.99994727  x   1.00006639  =   1.00001366
 AH4223!UTM  17      -   0.99994727  x   0.99960630  =   0.99955359
 AH4223
 AH4223                          SUPERSEDED SURVEY CONTROL
 AH4223
 AH4223  NAD 83(1986)-  36 22 46.57434(N)    080 44 52.73063(W) AD(       ) 2
 AH4223  NGVD 29 (12/22/97)  369.48   (m)         1212.2    (f) LEVELING    3  
 AH4223
 AH4223.Superseded values are not recommended for survey control.
 AH4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4223.See file dsdata.txt to determine how the superseded data were derived.
 AH4223
 AH4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2260526083(NAD 83)
 AH4223_MARKER: DD = SURVEY DISK
 AH4223_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4223_STAMPING: 40 JS 32 1964
 AH4223_MARK LOGO: NCSHC 
 AH4223_PROJECTION: FLUSH
 AH4223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4223+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1995
 AH4223
 AH4223  HISTORY     - Date     Condition        Report By
 AH4223  HISTORY     - 1964     MONUMENTED       NCGS
 AH4223  HISTORY     - 19951106 GOOD             NCGS
 AH4223
 AH4223                          STATION DESCRIPTION
 AH4223
 AH4223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4066 ***********************************************************************
 AH4066  DESIGNATION -  40 JS 33
 AH4066  PID         -  AH4066
 AH4066  STATE/COUNTY-  NC/SURRY
 AH4066  USGS QUAD   -  DOBSON (1994)
 AH4066
 AH4066                         *CURRENT SURVEY CONTROL
 AH4066  ___________________________________________________________________
 AH4066* NAD 83(2001)-  36 23 40.49959(N)    080 44 35.24543(W)     ADJUSTED  
 AH4066* NAVD 88     -       381.92   (+/-2cm)    1253.0    (feet)  VERTCON   
 AH4066  ___________________________________________________________________
 AH4066  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AH4066  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AH4066  HORZ ORDER  -  SECOND
 AH4066  VERT ORDER  -  THIRD ? (See Below)
 AH4066
 AH4066.The horizontal coordinates were established by classical geodetic methods
 AH4066.and adjusted by the National Geodetic Survey in August 2005.
 AH4066
 AH4066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4066.The vertical order pertains to the NGVD 29 superseded value.
 AH4066
 AH4066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4066
 AH4066.The geoid height was determined by GEOID03.
 AH4066
 AH4066;                    North         East     Units Scale Factor Converg.
 AH4066;SPC NC       -   294,758.217   453,218.263   MT  1.00007159   -1 00 21.9
 AH4066;SPC NC       -   967,052.58  1,486,933.58   sFT  1.00007159   -1 00 21.9
 AH4066;UTM  17      - 4,027,745.584   523,035.790   MT  0.99960654   +0 09 08.7
 AH4066
 AH4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4066!SPC NC       -   0.99994529  x   1.00007159  =   1.00001688
 AH4066!UTM  17      -   0.99994529  x   0.99960654  =   0.99955185
 AH4066
 AH4066                          SUPERSEDED SURVEY CONTROL
 AH4066
 AH4066  NAD 83(1986)-  36 23 40.50746(N)    080 44 35.25174(W) AD(       ) 2
 AH4066  NGVD 29 (12/22/97)  382.07   (m)         1253.5    (f) LEVELING    3  
 AH4066
 AH4066.Superseded values are not recommended for survey control.
 AH4066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4066.See file dsdata.txt to determine how the superseded data were derived.
 AH4066
 AH4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2303627746(NAD 83)
 AH4066_MARKER: DD = SURVEY DISK
 AH4066_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4066_STAMPING: 40 JS 33 1964
 AH4066_MARK LOGO: NCSHC 
 AH4066_PROJECTION: FLUSH
 AH4066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4066+STABILITY: SURFACE MOTION
 AH4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4066+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001
 AH4066
 AH4066  HISTORY     - Date     Condition        Report By
 AH4066  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4066  HISTORY     - 19860505 GOOD             NCGS
 AH4066  HISTORY     - 20010208 GOOD             NCGS
 AH4066
 AH4066                          STATION DESCRIPTION
 AH4066
 AH4066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4066'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) WEST OF DOBSON. THE MARK IS
 AH4066'ABOUT 1200-FEET WEST OF STATION SPOFARD, ON TOP OF NORTH BANK OF SR
 AH4066'1001. LOCATED 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF ROAD, 30.2 M
 AH4066'(99.1 FT) NORTHWEST OF WEST END OF CULVERT UNDER PAVED DRIVE TO
 AH4066'JOHNSON FARM, 0.7 M (2.3 FT) WEST OF A FENCE LINE--AND 2.1 M (6.9 FT)
 AH4066'NORTH-NORTHWEST OF CORNER FENCE POST, 16.6 M (54.5 FT) SOUTH OF
 AH4066'20-INCH TWIN TRUNK POST OAK--BOTH WITH REFERENCE TAGS. MARK IS ABOUT 3
 AH4066'1/2-FEET HIGHER THAN THE ROAD.
 AH4066
 AH4066                          STATION RECOVERY (2001)
 AH4066
 AH4066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AH4066'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. ALONG SR 1001 FOR
 AH4066'2.6 MI (4.2 KM) EAST FROM THE I 77 UNDERPASS (EXIT 93), ON THE NORTH
 AH4066'SIDE OF THE ROAD. LOCATED 88.5 FT (27.0 M) NORTHWEST OF A POWER POLE
 AH4066'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4068 ***********************************************************************
 AH4068  DESIGNATION -  40 JS 34
 AH4068  PID         -  AH4068
 AH4068  STATE/COUNTY-  NC/SURRY
 AH4068  USGS QUAD   -  DOBSON (1994)
 AH4068
 AH4068                         *CURRENT SURVEY CONTROL
 AH4068  ___________________________________________________________________
 AH4068* NAD 83(2007)-  36 23 41.80639(N)    080 44 53.96451(W)     ADJUSTED  
 AH4068* NAVD 88     -       382.98   (+/-2cm)    1256.5    (feet)  VERTCON   
 AH4068  ___________________________________________________________________
 AH4068  EPOCH DATE  -        2002.00
 AH4068  X           -     826,429.379 (meters)                     COMP
 AH4068  Y           -  -5,073,530.952 (meters)                     COMP
 AH4068  Z           -   3,763,764.693 (meters)                     COMP
 AH4068  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AH4068  ELLIP HEIGHT-         349.689 (meters)          (02/10/07) ADJUSTED
 AH4068  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AH4068
 AH4068  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4068  Type    PID    Designation                      North   East  Ellip
 AH4068  -------------------------------------------------------------------
 AH4068  NETWORK AH4068 40 JS 34                          0.96   0.84   1.76
 AH4068  -------------------------------------------------------------------
 AH4068  VERT ORDER  -  THIRD (See Below)
 AH4068
 AH4068.The horizontal coordinates were established by GPS observations
 AH4068.and adjusted by the National Geodetic Survey in February 2007.
 AH4068
 AH4068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4068.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4068.The horizontal coordinates are valid at the epoch date displayed above.
 AH4068.The epoch date for horizontal control is a decimal equivalence
 AH4068.of Year/Month/Day.
 AH4068
 AH4068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4068.The vertical order pertains to the NGVD 29 superseded value.
 AH4068
 AH4068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4068
 AH4068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4068
 AH4068.The ellipsoidal height was determined by GPS observations
 AH4068.and is referenced to NAD 83.
 AH4068
 AH4068.The geoid height was determined by GEOID03.
 AH4068
 AH4068;                    North         East     Units Scale Factor Converg.
 AH4068;SPC NC       -   294,806.698   452,752.529   MT  1.00007172   -1 00 32.7
 AH4068;SPC NC       -   967,211.64  1,485,405.59   sFT  1.00007172   -1 00 32.7
 AH4068;UTM  17      - 4,027,784.621   522,569.388   MT  0.99960628   +0 08 57.6
 AH4068
 AH4068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4068!SPC NC       -   0.99994512  x   1.00007172  =   1.00001684
 AH4068!UTM  17      -   0.99994512  x   0.99960628  =   0.99955142
 AH4068
 AH4068:                Primary Azimuth Mark                     Grid Az
 AH4068:SPC NC       -  40 JS 33                                 095 56 40.8
 AH4068:UTM  17      -  40 JS 33                                 094 47 10.5
 AH4068
 AH4068|---------------------------------------------------------------------|
 AH4068| PID    Reference Object                     Distance      Geod. Az  |
 AH4068|                                                           dddmmss.s |
 AH4068| AH4066 40 JS 33                            468.216 METERS 0945608.1 |
 AH4068| AH4106 DOBSON SOUTH TANK                   APPROX. 2.8 KM 1081647.7 |
 AH4068|---------------------------------------------------------------------|
 AH4068
 AH4068                          SUPERSEDED SURVEY CONTROL
 AH4068
 AH4068  NAD 83(2001)-  36 23 41.80692(N)    080 44 53.96442(W) AD(       ) 1
 AH4068  ELLIP H (03/13/03)  349.665  (m)                       GP(       ) 4 2
 AH4068  NAD 83(1986)-  36 23 41.81475(N)    080 44 53.97076(W) AD(       ) 1
 AH4068  NGVD 29 (10/14/98)  383.13   (m)         1257.0    (f) LEVELING    3  
 AH4068
 AH4068.Superseded values are not recommended for survey control.
 AH4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4068.See file dsdata.txt to determine how the superseded data were derived.
 AH4068
 AH4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2256927785(NAD 83)
 AH4068_MARKER: DD = SURVEY DISK
 AH4068_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4068_STAMPING: 40 JS 34 1964
 AH4068_MARK LOGO: NCSHC 
 AH4068_PROJECTION: FLUSH
 AH4068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4068+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1986
 AH4068
 AH4068  HISTORY     - Date     Condition        Report By
 AH4068  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4068  HISTORY     - 19860505 GOOD             NCGS
 AH4068
 AH4068                          STATION DESCRIPTION
 AH4068
 AH4068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4068'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST OF DOBSON. MARK IS
 AH4068'ABOUT 102-FEET WEST-NORTHWEST OF NCGS STATION--BRENDA--, AT EDGE OF
 AH4068'CULTIVATED FIELD, BESIDE A POWER POLE. MARK PROJECTS 2 INCHES ABOVE
 AH4068'GROUND AND IS LEVEL WITH THE ROAD. LOCATED 9.8 M (32.2 FT) SOUTHWEST
 AH4068'OF THE CENTERLINE OF ROAD, 27.1 M (88.9 FT) EAST-SOUTHEAST OF
 AH4068'NORTHEAST CORNER OF WHITE FRAME RESIDENCE--AND 13.9 M (45.6 FT)
 AH4068'SOUTHEAST OF A 12-INCH RED MAPLE, 0.5 M (1.6 FT) NORTHEAST OF A
 AH4068'TELEPHONE PEDESTAL ATTACHED TO POWER POLE WITH TRANSFORMER--BOTH WITH
 AH4068'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4224 ***********************************************************************
 AH4224  DESIGNATION -  40 JS 41
 AH4224  PID         -  AH4224
 AH4224  STATE/COUNTY-  NC/SURRY
 AH4224  USGS QUAD   -  CANA (1985)
 AH4224
 AH4224                         *CURRENT SURVEY CONTROL
 AH4224  ___________________________________________________________________
 AH4224* NAD 83(2007)-  36 31 44.15009(N)    080 42 27.11107(W)     ADJUSTED  
 AH4224* NAVD 88     -       372.83   (+/-2cm)    1223.2    (feet)  VERTCON   
 AH4224  ___________________________________________________________________
 AH4224  EPOCH DATE  -        2002.00
 AH4224  X           -     828,613.241 (meters)                     COMP
 AH4224  Y           -  -5,064,213.149 (meters)                     COMP
 AH4224  Z           -   3,775,717.071 (meters)                     COMP
 AH4224  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AH4224  ELLIP HEIGHT-         339.895 (meters)          (02/10/07) ADJUSTED
 AH4224  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH4224
 AH4224  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4224  Type    PID    Designation                      North   East  Ellip
 AH4224  -------------------------------------------------------------------
 AH4224  NETWORK AH4224 40 JS 41                          0.78   0.71   1.49
 AH4224  -------------------------------------------------------------------
 AH4224  VERT ORDER  -  THIRD ? (See Below)
 AH4224
 AH4224.The horizontal coordinates were established by GPS observations
 AH4224.and adjusted by the National Geodetic Survey in February 2007.
 AH4224
 AH4224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4224.The horizontal coordinates are valid at the epoch date displayed above.
 AH4224.The epoch date for horizontal control is a decimal equivalence
 AH4224.of Year/Month/Day.
 AH4224
 AH4224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4224.The vertical order pertains to the NGVD 29 superseded value.
 AH4224
 AH4224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4224
 AH4224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4224
 AH4224.The ellipsoidal height was determined by GPS observations
 AH4224.and is referenced to NAD 83.
 AH4224
 AH4224.The geoid height was determined by GEOID03.
 AH4224
 AH4224;                    North         East     Units Scale Factor Converg.
 AH4224;SPC NC       -   309,610.146   456,667.577   MT  1.00012128   -0 59 07.9
 AH4224;SPC NC       - 1,015,779.29  1,498,250.21   sFT  1.00012128   -0 59 07.9
 AH4224;UTM  17      - 4,042,656.960   526,182.438   MT  0.99960845   +0 10 26.7
 AH4224
 AH4224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4224!SPC NC       -   0.99994666  x   1.00012128  =   1.00006793
 AH4224!UTM  17      -   0.99994666  x   0.99960845  =   0.99955513
 AH4224
 AH4224:                Primary Azimuth Mark                     Grid Az
 AH4224:SPC NC       -  40 JS 42                                 238 38 41.2
 AH4224:UTM  17      -  40 JS 42                                 237 29 06.6
 AH4224
 AH4224|---------------------------------------------------------------------|
 AH4224| PID    Reference Object                     Distance      Geod. Az  |
 AH4224|                                                           dddmmss.s |
 AH4224| AH4225 40 JS 42                            APPROX. 0.6 KM 2373933.3 |
 AH4224|---------------------------------------------------------------------|
 AH4224
 AH4224                          SUPERSEDED SURVEY CONTROL
 AH4224
 AH4224  NAD 83(2001)-  36 31 44.15063(N)    080 42 27.11101(W) AD(       ) 1
 AH4224  ELLIP H (03/13/03)  339.867  (m)                       GP(       ) 4 2
 AH4224  NAD 83(1986)-  36 31 44.15800(N)    080 42 27.11718(W) AD(       ) 1
 AH4224  NGVD 29 (10/14/98)  373.00   (m)         1223.8    (f) LEVELING    3  
 AH4224
 AH4224.Superseded values are not recommended for survey control.
 AH4224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4224.See file dsdata.txt to determine how the superseded data were derived.
 AH4224
 AH4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2618242657(NAD 83)
 AH4224_MARKER: DD = SURVEY DISK
 AH4224_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4224_STAMPING: 40 JS 41 1964
 AH4224_MARK LOGO: NCSHC 
 AH4224_PROJECTION: FLUSH
 AH4224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4224+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 AH4224
 AH4224  HISTORY     - Date     Condition        Report By
 AH4224  HISTORY     - 1964     MONUMENTED       NCGS
 AH4224  HISTORY     - 19950403 GOOD             NCGS
 AH4224
 AH4224                          STATION DESCRIPTION
 AH4224
 AH4224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4224'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4224'LOCATED 28.5 FT (8.7 M) SOUTHEAST OF THE CENTERLINE OF SR 1622, 4.3 FT
 AH4224'(1.3 M) NORTHWEST OF A BARBED WIRE FENCE AND 8.5 FT (2.6 M)
 AH4224'WEST-SOUTHWEST OF A POWER POLE, 70.5 FT (21.5 M) NORTHEAST OF AN
 AH4224'8-INCH APPLE TREE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4225 ***********************************************************************
 AH4225  DESIGNATION -  40 JS 42
 AH4225  PID         -  AH4225
 AH4225  STATE/COUNTY-  NC/SURRY
 AH4225  USGS QUAD   -  CANA (1985)
 AH4225
 AH4225                         *CURRENT SURVEY CONTROL
 AH4225  ___________________________________________________________________
 AH4225* NAD 83(2007)-  36 31 32.91840(N)    080 42 49.08888(W)     ADJUSTED  
 AH4225* NAVD 88     -       381.50   (+/-2cm)    1251.6    (feet)  VERTCON   
 AH4225  ___________________________________________________________________
 AH4225  EPOCH DATE  -        2002.00
 AH4225  X           -     828,108.018 (meters)                     COMP
 AH4225  Y           -  -5,064,511.676 (meters)                     COMP
 AH4225  Z           -   3,775,444.018 (meters)                     COMP
 AH4225  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AH4225  ELLIP HEIGHT-         348.580 (meters)          (02/10/07) ADJUSTED
 AH4225  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH4225
 AH4225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4225  Type    PID    Designation                      North   East  Ellip
 AH4225  -------------------------------------------------------------------
 AH4225  NETWORK AH4225 40 JS 42                          0.78   0.59   1.37
 AH4225  -------------------------------------------------------------------
 AH4225  VERT ORDER  -  THIRD ? (See Below)
 AH4225
 AH4225.The horizontal coordinates were established by GPS observations
 AH4225.and adjusted by the National Geodetic Survey in February 2007.
 AH4225
 AH4225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4225.The horizontal coordinates are valid at the epoch date displayed above.
 AH4225.The epoch date for horizontal control is a decimal equivalence
 AH4225.of Year/Month/Day.
 AH4225
 AH4225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4225.The vertical order pertains to the NGVD 29 superseded value.
 AH4225
 AH4225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4225
 AH4225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4225
 AH4225.The ellipsoidal height was determined by GPS observations
 AH4225.and is referenced to NAD 83.
 AH4225
 AH4225.The geoid height was determined by GEOID03.
 AH4225
 AH4225;                    North         East     Units Scale Factor Converg.
 AH4225;SPC NC       -   309,273.364   456,114.869   MT  1.00012006   -0 59 20.6
 AH4225;SPC NC       - 1,014,674.36  1,496,436.87   sFT  1.00012006   -0 59 20.6
 AH4225;UTM  17      - 4,042,309.240   525,636.939   MT  0.99960810   +0 10 13.6
 AH4225
 AH4225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4225!SPC NC       -   0.99994530  x   1.00012006  =   1.00006535
 AH4225!UTM  17      -   0.99994530  x   0.99960810  =   0.99955342
 AH4225
 AH4225:                Primary Azimuth Mark                     Grid Az
 AH4225:SPC NC       -  40 JS 41                                 058 38 40.8
 AH4225:UTM  17      -  40 JS 41                                 057 29 06.6
 AH4225
 AH4225|---------------------------------------------------------------------|
 AH4225| PID    Reference Object                     Distance      Geod. Az  |
 AH4225|                                                           dddmmss.s |
 AH4225| AH4224 40 JS 41                            APPROX. 0.6 KM 0573920.2 |
 AH4225|---------------------------------------------------------------------|
 AH4225
 AH4225                          SUPERSEDED SURVEY CONTROL
 AH4225
 AH4225  NAD 83(2001)-  36 31 32.91894(N)    080 42 49.08884(W) AD(       ) 1
 AH4225  ELLIP H (03/13/03)  348.550  (m)                       GP(       ) 4 2
 AH4225  NAD 83(1986)-  36 31 32.92632(N)    080 42 49.09492(W) AD(       ) 1
 AH4225  NGVD 29 (10/14/98)  381.67   (m)         1252.2    (f) LEVELING    3  
 AH4225
 AH4225.Superseded values are not recommended for survey control.
 AH4225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4225.See file dsdata.txt to determine how the superseded data were derived.
 AH4225
 AH4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2563742309(NAD 83)
 AH4225_MARKER: DD = SURVEY DISK
 AH4225_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4225_STAMPING: 40 JS 42 1964
 AH4225_MARK LOGO: NCSHC 
 AH4225_PROJECTION: FLUSH
 AH4225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4225+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 AH4225
 AH4225  HISTORY     - Date     Condition        Report By
 AH4225  HISTORY     - 1964     MONUMENTED       NCGS
 AH4225  HISTORY     - 19950403 GOOD             NCGS
 AH4225
 AH4225                          STATION DESCRIPTION
 AH4225
 AH4225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4225'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4225'LOCATED 30.3 FT (9.2 M) SOUTH OF THE SOUTHWEST CORNER OF A BARN, 41.1
 AH4225'FT (12.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BARN AND 4.3 FT
 AH4225'(1.3 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4113 ***********************************************************************
 AH4113  DESIGNATION -  40 JS 50
 AH4113  PID         -  AH4113
 AH4113  STATE/COUNTY-  NC/SURRY
 AH4113  USGS QUAD   -  DOBSON (1994)
 AH4113
 AH4113                         *CURRENT SURVEY CONTROL
 AH4113  ___________________________________________________________________
 AH4113* NAD 83(2001)-  36 28 03.28789(N)    080 37 28.88604(W)     ADJUSTED  
 AH4113* NAVD 88     -       318.505  (meters)    1044.96   (feet)  ADJUSTED  
 AH4113  ___________________________________________________________________
 AH4113  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AH4113  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AH4113  DYNAMIC HT  -         318.208 (meters)    1043.99  (feet)  COMP
 AH4113  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 AH4113
 AH4113  HORZ ORDER  -  SECOND
 AH4113  VERT ORDER  -  SECOND    CLASS II
 AH4113
 AH4113.The horizontal coordinates were established by classical geodetic methods
 AH4113.and adjusted by the National Geodetic Survey in August 2005.
 AH4113
 AH4113.The orthometric height was determined by differential leveling
 AH4113.and adjusted in July 1999.
 AH4113
 AH4113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4113
 AH4113.The geoid height was determined by GEOID03.
 AH4113
 AH4113.The dynamic height is computed by dividing the NAVD 88
 AH4113.geopotential number by the normal gravity value computed on the
 AH4113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4113.degrees latitude (g = 980.6199 gals.).
 AH4113
 AH4113.The modeled gravity was interpolated from observed gravity values.
 AH4113
 AH4113;                    North         East     Units Scale Factor Converg.
 AH4113;SPC NC       -   302,677.815   463,974.993   MT  1.00009790   -0 56 15.8
 AH4113;SPC NC       -   993,035.46  1,522,224.62   sFT  1.00009790   -0 56 15.8
 AH4113;UTM  17      - 4,035,877.393   533,625.013   MT  0.99961393   +0 13 23.1
 AH4113
 AH4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4113!SPC NC       -   0.99995524  x   1.00009790  =   1.00005313
 AH4113!UTM  17      -   0.99995524  x   0.99961393  =   0.99956918
 AH4113
 AH4113                          SUPERSEDED SURVEY CONTROL
 AH4113
 AH4113  NAD 83(1986)-  36 28 03.29435(N)    080 37 28.89386(W) AD(       ) 2
 AH4113  NGVD 29 (12/22/97)  318.67   (m)         1045.5    (f) LEVELING    3  
 AH4113
 AH4113.Superseded values are not recommended for survey control.
 AH4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4113.See file dsdata.txt to determine how the superseded data were derived.
 AH4113
 AH4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3362535877(NAD 83)
 AH4113_MARKER: DD = SURVEY DISK
 AH4113_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4113_STAMPING: 40 JS 50 1964
 AH4113_MARK LOGO: NCSHC 
 AH4113_PROJECTION: FLUSH
 AH4113_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4113+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH4113
 AH4113  HISTORY     - Date     Condition        Report By
 AH4113  HISTORY     - 1964     MONUMENTED       NCSHC
 AH4113  HISTORY     - 19860505 GOOD             NCGS
 AH4113  HISTORY     - 19970515 GOOD             NCGS
 AH4113
 AH4113                          STATION DESCRIPTION
 AH4113
 AH4113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4113'STATION IS LOCATED 3.7 KM (2.30 MI) SOUTH-SOUTHWEST OF MT. AIRY. ALONG
 AH4113'US 601 (ROCKFORD ST) FOR 2.3 KM (1.40 MI) SOUTH FROM US 52 BYPASS TO
 AH4113'SR 1456, THENCE SOUTH 0.2 KM (0.10 MI) TO SR 2758 (OLD US 601), THENCE
 AH4113'LEFT (NORTH) ALONG GLEN ECHO TRAIL FOR 425-FEET TO STATION, ON LEFT AT
 AH4113'A FENCE. LOCATED 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF ROAD, 0.3 M
 AH4113'(1.0 FT) EAST OF A FENCE LINE, 38.1 M (125.0 FT) SOUTH-SOUTHWEST OF
 AH4113'WEST END OF CULVERT UNDER ROAD, 34.0 M (111.5 FT) SOUTH-SOUTHWEST OF
 AH4113'NCGS STATION SINK, AND 26.5 M (86.9 FT) NORTH-NORTHWEST OF A POWER
 AH4113'POLE WITH REFERENCE TAG.
 AH4113
 AH4113                          STATION RECOVERY (1997)
 AH4113
 AH4113'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH4113'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4213 ***********************************************************************
 AH4213  DESIGNATION -  40 JS 6
 AH4213  PID         -  AH4213
 AH4213  STATE/COUNTY-  NC/SURRY
 AH4213  USGS QUAD   -  BOTTOM (1994)
 AH4213
 AH4213                         *CURRENT SURVEY CONTROL
 AH4213  ___________________________________________________________________
 AH4213* NAD 83(2007)-  36 25 12.35716(N)    080 48 19.64738(W)     ADJUSTED  
 AH4213* NAVD 88     -       420.83   (+/-2cm)    1380.7    (feet)  VERTCON   
 AH4213  ___________________________________________________________________
 AH4213  EPOCH DATE  -        2002.00
 AH4213  X           -     821,109.922 (meters)                     COMP
 AH4213  Y           -  -5,072,747.319 (meters)                     COMP
 AH4213  Z           -   3,766,033.748 (meters)                     COMP
 AH4213  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AH4213  ELLIP HEIGHT-         387.717 (meters)          (02/10/07) ADJUSTED
 AH4213  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH4213
 AH4213  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4213  Type    PID    Designation                      North   East  Ellip
 AH4213  -------------------------------------------------------------------
 AH4213  NETWORK AH4213 40 JS 6                           0.59   0.47   1.18
 AH4213  -------------------------------------------------------------------
 AH4213  VERT ORDER  -  THIRD ? (See Below)
 AH4213
 AH4213.The horizontal coordinates were established by GPS observations
 AH4213.and adjusted by the National Geodetic Survey in February 2007.
 AH4213
 AH4213.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4213.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4213.The horizontal coordinates are valid at the epoch date displayed above.
 AH4213.The epoch date for horizontal control is a decimal equivalence
 AH4213.of Year/Month/Day.
 AH4213
 AH4213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4213.The vertical order pertains to the NGVD 29 superseded value.
 AH4213
 AH4213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4213
 AH4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4213
 AH4213.The ellipsoidal height was determined by GPS observations
 AH4213.and is referenced to NAD 83.
 AH4213
 AH4213.The geoid height was determined by GEOID03.
 AH4213
 AH4213;                    North         East     Units Scale Factor Converg.
 AH4213;SPC NC       -   297,689.338   447,678.132   MT  1.00008060   -1 02 31.4
 AH4213;SPC NC       -   976,669.10  1,468,757.34   sFT  1.00008060   -1 02 31.4
 AH4213;UTM  17      - 4,030,562.813   517,440.189   MT  0.99960375   +0 06 55.8
 AH4213
 AH4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4213!SPC NC       -   0.99993915  x   1.00008060  =   1.00001975
 AH4213!UTM  17      -   0.99993915  x   0.99960375  =   0.99954293
 AH4213
 AH4213                          SUPERSEDED SURVEY CONTROL
 AH4213
 AH4213  NAD 83(2001)-  36 25 12.35768(N)    080 48 19.64716(W) AD(       ) 1
 AH4213  ELLIP H (03/13/03)  387.700  (m)                       GP(       ) 4 2
 AH4213  NAD 83(1986)-  36 25 12.36604(N)    080 48 19.65410(W) AD(       ) 1
 AH4213  NGVD 29 (10/14/98)  420.98   (m)         1381.2    (f) LEVELING    3  
 AH4213
 AH4213.Superseded values are not recommended for survey control.
 AH4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4213.See file dsdata.txt to determine how the superseded data were derived.
 AH4213
 AH4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1744030563(NAD 83)
 AH4213_MARKER: DD = SURVEY DISK
 AH4213_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4213_STAMPING: 40 JS 6 1964
 AH4213_MARK LOGO: NCSHC 
 AH4213_PROJECTION: FLUSH
 AH4213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4213+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 AH4213
 AH4213  HISTORY     - Date     Condition        Report By
 AH4213  HISTORY     - 1964     MONUMENTED       NCGS
 AH4213  HISTORY     - 19951024 GOOD             NCGS
 AH4213
 AH4213                          STATION DESCRIPTION
 AH4213
 AH4213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4213'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4213'FOLLOWS. STATION IS LOCATED ABOUT 12.4 MI (20.0 KM) SOUTHWEST OF MOUNT
 AH4213'AIRY AND 5.0 MI (8.0 KM) NORTHWEST OF DOBSON. PROCEED ALONG SR
 AH4213'1001-ZEPHYR ROAD FOR 0.5 MI (0.8 KM) WEST FROM INTERSTATE 77 UNDERPASS
 AH4213'(DOBSON EXIT NO. 93), THENCE NORTH-NORTHWEST FOR 1.7 MI (2.7 KM) ALONG
 AH4213'SR 1338-CROSSROAD CHURCH ROAD TO SR 1339-REELY COOK ROAD AND THE
 AH4213'STATION IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER
 AH4213'THAN SR 1338 AND PROJECTS 4 INCHES ABOVE THE GROUND. LOCATED 67.2 FT
 AH4213'(20.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1338, 196.7 FT (60.0
 AH4213'M) SOUTH OF THE CENTERLINE OF SR 1339, 55.0 FT (16.8 M) NORTH OF THE
 AH4213'NORTHWEST CORNER OF THE OLD FRAME SCHOOL HOUSE AND 15.5 FT (4.7 M)
 AH4213'SOUTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4214 ***********************************************************************
 AH4214  DESIGNATION -  40 JS 7
 AH4214  PID         -  AH4214
 AH4214  STATE/COUNTY-  NC/SURRY
 AH4214  USGS QUAD   -  BOTTOM (1994)
 AH4214
 AH4214                         *CURRENT SURVEY CONTROL
 AH4214  ___________________________________________________________________
 AH4214* NAD 83(2007)-  36 23 40.86957(N)    080 48 11.78294(W)     ADJUSTED  
 AH4214* NAVD 88     -       400.19   (+/-2cm)    1313.0    (feet)  VERTCON   
 AH4214  ___________________________________________________________________
 AH4214  EPOCH DATE  -        2002.00
 AH4214  X           -     821,568.190 (meters)                     COMP
 AH4214  Y           -  -5,074,351.864 (meters)                     COMP
 AH4214  Z           -   3,763,751.709 (meters)                     COMP
 AH4214  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AH4214  ELLIP HEIGHT-         366.984 (meters)          (02/10/07) ADJUSTED
 AH4214  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AH4214
 AH4214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4214  Type    PID    Designation                      North   East  Ellip
 AH4214  -------------------------------------------------------------------
 AH4214  NETWORK AH4214 40 JS 7                           0.49   0.41   1.08
 AH4214  -------------------------------------------------------------------
 AH4214  VERT ORDER  -  THIRD ? (See Below)
 AH4214
 AH4214.The horizontal coordinates were established by GPS observations
 AH4214.and adjusted by the National Geodetic Survey in February 2007.
 AH4214
 AH4214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4214.The horizontal coordinates are valid at the epoch date displayed above.
 AH4214.The epoch date for horizontal control is a decimal equivalence
 AH4214.of Year/Month/Day.
 AH4214
 AH4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4214.The vertical order pertains to the NGVD 29 superseded value.
 AH4214
 AH4214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4214
 AH4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4214
 AH4214.The ellipsoidal height was determined by GPS observations
 AH4214.and is referenced to NAD 83.
 AH4214
 AH4214.The geoid height was determined by GEOID03.
 AH4214
 AH4214;                    North         East     Units Scale Factor Converg.
 AH4214;SPC NC       -   294,866.009   447,822.806   MT  1.00007163   -1 02 26.9
 AH4214;SPC NC       -   967,406.23  1,469,231.99   sFT  1.00007163   -1 02 26.9
 AH4214;UTM  17      - 4,027,744.315   517,641.774   MT  0.99960383   +0 07 00.2
 AH4214
 AH4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4214!SPC NC       -   0.99994241  x   1.00007163  =   1.00001403
 AH4214!UTM  17      -   0.99994241  x   0.99960383  =   0.99954626
 AH4214
 AH4214                          SUPERSEDED SURVEY CONTROL
 AH4214
 AH4214  NAD 83(2001)-  36 23 40.87009(N)    080 48 11.78275(W) AD(       ) 1
 AH4214  ELLIP H (03/13/03)  366.968  (m)                       GP(       ) 4 2
 AH4214  NAD 83(1986)-  36 23 40.87836(N)    080 48 11.78962(W) AD(       ) 1
 AH4214  NGVD 29 (10/14/98)  400.34   (m)         1313.4    (f) LEVELING    3  
 AH4214
 AH4214.Superseded values are not recommended for survey control.
 AH4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4214.See file dsdata.txt to determine how the superseded data were derived.
 AH4214
 AH4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1764227744(NAD 83)
 AH4214_MARKER: DD = SURVEY DISK
 AH4214_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4214_STAMPING: 40 JS 7 1964
 AH4214_MARK LOGO: NCSHC 
 AH4214_PROJECTION: FLUSH
 AH4214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4214+STABILITY: SURFACE MOTION
 AH4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4214+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001
 AH4214
 AH4214  HISTORY     - Date     Condition        Report By
 AH4214  HISTORY     - 1964     MONUMENTED       NCGS
 AH4214  HISTORY     - 19951024 GOOD             NCGS
 AH4214  HISTORY     - 20010208 GOOD             NCGS
 AH4214
 AH4214                          STATION DESCRIPTION
 AH4214
 AH4214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4214'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4214'FOLLOWS. THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) SOUTHWEST OF
 AH4214'MOUNT AIRY AND 4.5 MI (7.2 KM) WEST OF DOBSON. ALONG SR 1001-ZEPHYR
 AH4214'ROAD FOR 0.9 MI (1.4 KM) WEST FROM INTERSTATE 77 UNDERPASS (DOBSON
 AH4214'EXIT NO. 93) TO THE STATION. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN
 AH4214'SR 1001 AND FLUSH WITH THE GROUND. LOCATED 21.4 FT (6.5 M) SOUTH OF
 AH4214'THE CENTERLINE OF SR 1001, 87.5 FT (26.7 M) EAST-SOUTHEAST OF THE EAST
 AH4214'END OF A 12-INCH RCP CULVERT UNDER THE GRAVEL DRIVE, 158.0 FT (48.2 M)
 AH4214'EAST OF THE SOUTH END OF A 18-INCH CMP CULVERT UNDER SR 1001 AND 118.1
 AH4214'FT (36.0 M) SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 116.6 FT (35.5
 AH4214'M) WEST OF A BRACE POLE--BOTH WITH REFERENCE TAGS.
 AH4214
 AH4214                          STATION RECOVERY (2001)
 AH4214
 AH4214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AH4214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4215 ***********************************************************************
 AH4215  DESIGNATION -  40 JS 8
 AH4215  PID         -  AH4215
 AH4215  STATE/COUNTY-  NC/SURRY
 AH4215  USGS QUAD   -  BOTTOM (1994)
 AH4215
 AH4215                         *CURRENT SURVEY CONTROL
 AH4215  ___________________________________________________________________
 AH4215* NAD 83(2001)-  36 23 39.70393(N)    080 48 20.34674(W)     ADJUSTED  
 AH4215* NAVD 88     -       410.02   (+/-2cm)    1345.2    (feet)  VERTCON   
 AH4215  ___________________________________________________________________
 AH4215  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AH4215  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AH4215  HORZ ORDER  -  SECOND
 AH4215  VERT ORDER  -  THIRD (See Below)
 AH4215
 AH4215.The horizontal coordinates were established by classical geodetic methods
 AH4215.and adjusted by the National Geodetic Survey in August 2005.
 AH4215
 AH4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4215.The vertical order pertains to the NGVD 29 superseded value.
 AH4215
 AH4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4215
 AH4215.The geoid height was determined by GEOID03.
 AH4215
 AH4215;                    North         East     Units Scale Factor Converg.
 AH4215;SPC NC       -   294,833.962   447,608.762   MT  1.00007151   -1 02 31.8
 AH4215;SPC NC       -   967,301.09  1,468,529.75   sFT  1.00007151   -1 02 31.8
 AH4215;UTM  17      - 4,027,707.968   517,428.521   MT  0.99960374   +0 06 55.1
 AH4215
 AH4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4215!SPC NC       -   0.99994086  x   1.00007151  =   1.00001237
 AH4215!UTM  17      -   0.99994086  x   0.99960374  =   0.99954463
 AH4215
 AH4215                          SUPERSEDED SURVEY CONTROL
 AH4215
 AH4215  NAD 83(1986)-  36 23 39.71220(N)    080 48 20.35360(W) AD(       ) 2
 AH4215  NGVD 29 (12/22/97)  410.17   (m)         1345.7    (f) LEVELING    3  
 AH4215
 AH4215.Superseded values are not recommended for survey control.
 AH4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4215.See file dsdata.txt to determine how the superseded data were derived.
 AH4215
 AH4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1742927708(NAD 83)
 AH4215_MARKER: DD = SURVEY DISK
 AH4215_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4215_STAMPING: 40 JS 8 1964
 AH4215_MARK LOGO: NCSHC 
 AH4215_PROJECTION: FLUSH
 AH4215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4215+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1995
 AH4215
 AH4215  HISTORY     - Date     Condition        Report By
 AH4215  HISTORY     - 1964     MONUMENTED       NCGS
 AH4215  HISTORY     - 19951024 GOOD             NCGS
 AH4215
 AH4215                          STATION DESCRIPTION
 AH4215
 AH4215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4215'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 AH4215'FOLLOWS. STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTHWEST OF NOUNT
 AH4215'AIRY AND 4.7 MI (7.6 KM) WEST OF DOBSON. ALONG SR 1001-ZEPHYR ROAD FOR
 AH4215'1.0 MI (1.6 KM) WEST FROM INTERSTATE 77 UNDERPASS (DOBSON EXIT NO. 93)
 AH4215'TO THE STATION. MARK IS ABOUT 2 FEET (0.6 M) LOWER THAN SR 1001 AND
 AH4215'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 21.1 FT (6.4 M) NORTH OF
 AH4215'THE CENTERLINE OF SR 1001, 65.4 FT (19.9 M) SOUTHEAST OF THE SOUTHEAST
 AH4215'CORNER OF A FRAME HOUSE, 19.9 FT (6.1 M) WEST OF THE NORTH END OF AN
 AH4215'18-INCH CMP CULVERT UNDER SR 1001 AND 25.9 FT (7.9 M) SOUTHWEST OF A
 AH4215'POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2378 ***********************************************************************
 FY2378  DESIGNATION -  40 RJN
 FY2378  PID         -  FY2378
 FY2378  STATE/COUNTY-  NC/PERSON
 FY2378  USGS QUAD   -  OLIVE HILL (1994)
 FY2378
 FY2378                         *CURRENT SURVEY CONTROL
 FY2378  ___________________________________________________________________
 FY2378* NAD 83(2001)-  36 22 47.65860(N)    079 04 46.92671(W)     ADJUSTED  
 FY2378* NAVD 88     -       181.252  (meters)     594.66   (feet)  ADJUSTED  
 FY2378  ___________________________________________________________________
 FY2378  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FY2378  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY2378  DYNAMIC HT  -         181.109 (meters)     594.19  (feet)  COMP
 FY2378  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 FY2378
 FY2378  HORZ ORDER  -  SECOND
 FY2378  VERT ORDER  -  FIRST     CLASS II
 FY2378
 FY2378.The horizontal coordinates were established by classical geodetic methods
 FY2378.and adjusted by the National Geodetic Survey in August 2005.
 FY2378
 FY2378.The orthometric height was determined by differential leveling
 FY2378.and adjusted in June 1991.
 FY2378
 FY2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2378
 FY2378.The geoid height was determined by GEOID03.
 FY2378
 FY2378.The dynamic height is computed by dividing the NAVD 88
 FY2378.geopotential number by the normal gravity value computed on the
 FY2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2378.degrees latitude (g = 980.6199 gals.).
 FY2378
 FY2378.The modeled gravity was interpolated from observed gravity values.
 FY2378
 FY2378;                    North         East     Units Scale Factor Converg.
 FY2378;SPC NC       -   291,759.177   602,449.156   MT  1.00006650   -0 02 45.6
 FY2378;SPC NC       -   957,213.23  1,976,535.27   sFT  1.00006650   -0 02 45.6
 FY2378;UTM  17      - 4,027,799.280   672,247.645   MT  0.99996556   +1 08 21.4
 FY2378
 FY2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2378!SPC NC       -   0.99997641  x   1.00006650  =   1.00004291
 FY2378!UTM  17      -   0.99997641  x   0.99996556  =   0.99994197
 FY2378
 FY2378                          SUPERSEDED SURVEY CONTROL
 FY2378
 FY2378  NAD 83(1993)-  36 22 47.65919(N)    079 04 46.92898(W) AD(       ) 2
 FY2378  NAD 83(1986)-  36 22 47.66202(N)    079 04 46.93360(W) AD(       ) 2
 FY2378  NAD 27      -  36 22 47.14821(N)    079 04 47.88222(W) AD(       ) 2
 FY2378  NGVD 29 (03/05/92)  181.499  (m)          595.47   (f) ADJUSTED    1 2
 FY2378
 FY2378.Superseded values are not recommended for survey control.
 FY2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2378.See file dsdata.txt to determine how the superseded data were derived.
 FY2378
 FY2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7224827799(NAD 83)
 FY2378_MARKER: DB = BENCH MARK DISK
 FY2378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2378_SP_SET: HEADWALL
 FY2378_STAMPING: 40 RJN 1964 595
 FY2378_MARK LOGO: USGS  
 FY2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2378+STABILITY: SURFACE MOTION
 FY2378
 FY2378  HISTORY     - Date     Condition        Report By
 FY2378  HISTORY     - 1976     MONUMENTED       USGS
 FY2378  HISTORY     - 1982     GOOD             NCGS
 FY2378
 FY2378                          STATION DESCRIPTION
 FY2378
 FY2378'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (JDB)
 FY2378'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES EAST OF LEASBURG AND
 FY2378'5.4 MILES WEST OF ROXBORO.
 FY2378'
 FY2378'TO REACH THE STATION ALONG US 158 FROM THE CASWELL/PERSON COUNTY LINE,
 FY2378'PROCEED EASTERLY ALONG US 158 FOR 4.0 MILE TO STATION ON THE RIGHT, IN
 FY2378'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF CULVERT UNDER HIGHWAY
 FY2378'AND 0.3 MILE WEST OF SR 1159 (SOUTHEAST).
 FY2378'
 FY2378'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---40 RJN 1964
 FY2378'595---SET FLUSH IN DRILL HOLE IN CONCRETE.
 FY2378
 FY2378                          STATION RECOVERY (1982)
 FY2378
 FY2378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2378'4.5 MI EAST FROM LEASBURG.
 FY2378'ALONG US 158, 4.0 MILES EAST OF THE CASWELL-PERSON COUNTY LINE, AND
 FY2378'0.3 MILE WEST OF THE INTERSECTION WITH SR 1159, IN EAST END OF SOUTH
 FY2378'HEADWALL OF HIGHWAY CULVERT.
 FY2378'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2527 ***********************************************************************
 FX2527  DESIGNATION -  40 WSM
 FX2527  PID         -  FX2527
 FX2527  STATE/COUNTY-  NC/BERTIE
 FX2527  USGS QUAD   -  KELFORD (1973)
 FX2527
 FX2527                         *CURRENT SURVEY CONTROL
 FX2527  ___________________________________________________________________
 FX2527* NAD 83(1986)-  36 09 56.     (N)    077 13 02.     (W)     SCALED    
 FX2527* NAVD 88     -        24.436  (meters)      80.17   (feet)  ADJUSTED  
 FX2527  ___________________________________________________________________
 FX2527  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 FX2527  DYNAMIC HT  -          24.417 (meters)      80.11  (feet)  COMP
 FX2527  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 FX2527
 FX2527  VERT ORDER  -  SECOND    CLASS II
 FX2527
 FX2527.The horizontal coordinates were scaled from a topographic map and have
 FX2527.an estimated accuracy of +/- 6 seconds.
 FX2527
 FX2527.The orthometric height was determined by differential leveling
 FX2527.and adjusted in June 1991.
 FX2527
 FX2527.The geoid height was determined by GEOID03.
 FX2527
 FX2527.The dynamic height is computed by dividing the NAVD 88
 FX2527.geopotential number by the normal gravity value computed on the
 FX2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2527.degrees latitude (g = 980.6199 gals.).
 FX2527
 FX2527.The modeled gravity was interpolated from observed gravity values.
 FX2527
 FX2527;                    North         East    Units  Estimated Accuracy
 FX2527;SPC NC       -   269,410.      770,000.      MT  (+/- 180 meters Scaled)
 FX2527
 FX2527                          SUPERSEDED SURVEY CONTROL
 FX2527
 FX2527  NGVD 29 (??/??/92)   24.792  (m)           81.34   (f) ADJ UNCH    2 2
 FX2527
 FX2527.Superseded values are not recommended for survey control.
 FX2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2527.See file dsdata.txt to determine how the superseded data were derived.
 FX2527
 FX2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF005045(NAD 83)
 FX2527_MARKER: DB = BENCH MARK DISK
 FX2527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2527_SP_SET: CULVERT HEADWALL
 FX2527_STAMPING: 40 WSM 1955
 FX2527_MARK LOGO: USGS  
 FX2527_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2527+STABILITY: SURFACE MOTION
 FX2527
 FX2527  HISTORY     - Date     Condition        Report By
 FX2527  HISTORY     - 1955     MONUMENTED       NCGS
 FX2527  HISTORY     - 1975     GOOD             NCGS
 FX2527  HISTORY     - 19990921 GOOD             NCGS
 FX2527
 FX2527                          STATION DESCRIPTION
 FX2527
 FX2527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2527'0.9 MI SSE FROM KELFORD.
 FX2527'TO REACH STATION FROM THE SEABOARD COASTLINE RAILROAD CROSSING OF NC
 FX2527'308 IN KELFORD, PROCEED SOUTH ALONG NC 308 FOR 1.5 MILES TO STATION ON
 FX2527'LEFT IN CENTER OF EAST HEADWALL OF CULVERT UNDER HIGHWAY. 0.1 MILE
 FX2527'SOUTH OF INTERSECTION WITH SR 1201 (E), AND 17.5 FT. EAST OF C/L OF NC
 FX2527'308.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 FX2527
 FX2527                          STATION RECOVERY (1999)
 FX2527
 FX2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 FX2527'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTH-SOUTHEAST OF KELFORD.
 FX2527'ALONG NC-308 FOR 1.25 MI (2.01 KM) SOUTH FROM THE SEABOARD COASTLINE
 FX2527'RAILROAD CROSSING, IN KELFORD, TO STATION ON EAST SIDE OF NC-308 IN
 FX2527'CENTER OF EAST CONCRETE HEADWALL. OR 0.1 MI (0.2 KM) NORTH OF SR
 FX2527'1201-(PINEY WOODS RD). MARK IS ABOUT 6-INCHES LOWER THAN NC-308 AND
 FX2527'FLUSH WITH THE TOP OF HEADWALL. LOCATED 17.5 FT (5.3 M) EAST OF THE
 FX2527'CENTERLINE OF NC-308.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5290 ***********************************************************************
 FA5290  DESIGNATION -  405 JAS
 FA5290  PID         -  FA5290
 FA5290  STATE/COUNTY-  NC/DAVIE
 FA5290  USGS QUAD   -  MOCKSVILLE (1994)
 FA5290
 FA5290                         *CURRENT SURVEY CONTROL
 FA5290  ___________________________________________________________________
 FA5290* NAD 83(2001)-  35 53 02.29393(N)    080 36 23.33441(W)     NO CHECK  
 FA5290* NAVD 88     -       251.60   (+/-2cm)     825.5    (feet)  VERTCON   
 FA5290  ___________________________________________________________________
 FA5290  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FA5290  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FA5290  HORZ ORDER  -  SECOND
 FA5290  VERT ORDER  -  THIRD (See Below)
 FA5290
 FA5290.The horizontal coordinates were established by classical geodetic methods
 FA5290.and adjusted by the National Geodetic Survey in August 2005.
 FA5290.No horizontal observational check was made to the station.
 FA5290
 FA5290.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5290.The vertical order pertains to the NGVD 29 superseded value.
 FA5290
 FA5290.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5290
 FA5290.The geoid height was determined by GEOID03.
 FA5290
 FA5290;                    North         East     Units Scale Factor Converg.
 FA5290;SPC NC       -   237,900.660   464,559.016   MT  0.99993335   -0 55 38.0
 FA5290;SPC NC       -   780,512.42  1,524,140.70   sFT  0.99993335   -0 55 38.0
 FA5290;UTM  17      - 3,971,150.710   535,518.831   MT  0.99961555   +0 13 50.4
 FA5290
 FA5290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5290!SPC NC       -   0.99996558  x   0.99993335  =   0.99989893
 FA5290!UTM  17      -   0.99996558  x   0.99961555  =   0.99958114
 FA5290
 FA5290                          SUPERSEDED SURVEY CONTROL
 FA5290
 FA5290  NAD 83(1986)-  35 53 02.30301(N)    080 36 23.33965(W) AD(       ) 2
 FA5290  NGVD 29 (06/09/93)  251.81   (m)          826.1    (f) LEVELING    3  
 FA5290
 FA5290.Superseded values are not recommended for survey control.
 FA5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5290.See file dsdata.txt to determine how the superseded data were derived.
 FA5290
 FA5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3551971151(NAD 83)
 FA5290_MARKER: DB = BENCH MARK DISK
 FA5290_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5290_SP_SET: PREFAB CONC. POST IN EARTH
 FA5290_STAMPING: 405 JAS 1965 826
 FA5290_MARK LOGO: USGS  
 FA5290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5290+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 FA5290
 FA5290  HISTORY     - Date     Condition        Report By
 FA5290  HISTORY     - 1965     MONUMENTED       USGS
 FA5290  HISTORY     - 19900213 GOOD             NCGS
 FA5290
 FA5290                          STATION DESCRIPTION
 FA5290
 FA5290'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5290'STATION IS LOCATED APPROXIMATELY 4.2 KM (2.6 MI) W OF MOCKSVILLE AND
 FA5290'3.2 KM (2.0 MI) SSE OF CENTER.
 FA5290'PROCEED ALONG US 64 FOR 0.56 KM (0.35 MI) EAST FROM THE I-40
 FA5290'UNDERPASS, THENCE SOUTH ALONG SR 1116 (GREEN HILL ROAD) FOR 2.65 KM
 FA5290'(1.65 MI) TO SR 1140 (COUNTY HOME ROAD), IN THE SOUTHWEST QUADRANT OF
 FA5290'THE INTERSECTION.
 FA5290'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND PROJECTS 2 INCHES ABOVE
 FA5290'GROUND. LOCATED 6.45 M (21.16 FT) WEST OF THE CENTERLINE OF SR 1116,
 FA5290'6.25 M (20.51 FT) SOUTH OF THE CENTERLINE OF SR 1140 (SANFORD ROAD),
 FA5290'11.75 M (38.55 FT) SOUTH OF THE WEST END OF A CULVERT UNDER THE ROAD,
 FA5290'AND 3.7 M (12.1 FT) NORTH-NORTHEAST OF PEDESTAL BESIDE POLE WITH
 FA5290'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EE0024 ***********************************************************************
 EE0024  DESIGNATION -  406
 EE0024  PID         -  EE0024
 EE0024  STATE/COUNTY-  NC/CHEROKEE
 EE0024  USGS QUAD   -  CULBERSON (1988)
 EE0024
 EE0024                         *CURRENT SURVEY CONTROL
 EE0024  ___________________________________________________________________
 EE0024* NAD 83(1986)-  34 59 27.     (N)    084 10 08.     (W)     SCALED    
 EE0024* NAVD 88     -       493.438  (meters)    1618.89   (feet)  ADJUSTED  
 EE0024  ___________________________________________________________________
 EE0024  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0024  DYNAMIC HT  -         492.924 (meters)    1617.20  (feet)  COMP
 EE0024  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 EE0024
 EE0024  VERT ORDER  -  SECOND    CLASS 0
 EE0024
 EE0024.The horizontal coordinates were scaled from a topographic map and have
 EE0024.an estimated accuracy of +/- 6 seconds.
 EE0024
 EE0024.The orthometric height was determined by differential leveling
 EE0024.and adjusted in June 1991.
 EE0024
 EE0024.The geoid height was determined by GEOID03.
 EE0024
 EE0024.The dynamic height is computed by dividing the NAVD 88
 EE0024.geopotential number by the normal gravity value computed on the
 EE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0024.degrees latitude (g = 980.6199 gals.).
 EE0024
 EE0024.The modeled gravity was interpolated from observed gravity values.
 EE0024
 EE0024;                    North         East    Units  Estimated Accuracy
 EE0024;SPC NC       -   149,930.      137,960.      MT  (+/- 180 meters Scaled)
 EE0024
 EE0024                          SUPERSEDED SURVEY CONTROL
 EE0024
 EE0024  NGVD 29 (??/??/92)  493.45   (m)         1618.9    (f) COMPUTED    2 0
 EE0024
 EE0024.Superseded values are not recommended for survey control.
 EE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0024.See file dsdata.txt to determine how the superseded data were derived.
 EE0024
 EE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD584756(NAD 83)
 EE0024_MARKER: Z = SEE DESCRIPTION
 EE0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0024_SP_SET: STEP
 EE0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0024+STABILITY: SURFACE MOTION
 EE0024
 EE0024  HISTORY     - Date     Condition        Report By
 EE0024  HISTORY     - UNK      MONUMENTED       LNRR
 EE0024  HISTORY     - 1935     GOOD             NGS
 EE0024  HISTORY     - 19931209 SEE DESCRIPTION  NCGS
 EE0024
 EE0024                          STATION DESCRIPTION
 EE0024
 EE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EE0024'AT CULBERSON.
 EE0024'AT CULBERSON, CHEROKEE COUNTY, 15 FEET NORTHEAST OF THE SOUTH
 EE0024'CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT THE
 EE0024'ENTRANCE TO THE GENERAL WAITING ROOM, ON THE EAST CORNER OF
 EE0024'THE CONCRETE STEP, 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 EE0024'MAIN TRACK, AND 1 FOOT HIGHER THAN THE TRACK.
 EE0024
 EE0024                          STATION RECOVERY (1993)
 EE0024
 EE0024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 EE0024'THE STATION IS DESTROYED. THE RAILROAD STATION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0605 ***********************************************************************
 EZ0605  DESIGNATION -  406
 EZ0605  PID         -  EZ0605
 EZ0605  STATE/COUNTY-  NC/DURHAM
 EZ0605  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ0605
 EZ0605                         *CURRENT SURVEY CONTROL
 EZ0605  ___________________________________________________________________
 EZ0605* NAD 83(1986)-  35 59 38.     (N)    078 53 56.     (W)     SCALED    
 EZ0605* NAVD 88     -       123.295  (meters)     404.51   (feet)  ADJUSTED  
 EZ0605  ___________________________________________________________________
 EZ0605  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EZ0605  DYNAMIC HT  -         123.195 (meters)     404.18  (feet)  COMP
 EZ0605  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 EZ0605
 EZ0605  VERT ORDER  -  SECOND    CLASS 0
 EZ0605
 EZ0605.The horizontal coordinates were scaled from a topographic map and have
 EZ0605.an estimated accuracy of +/- 6 seconds.
 EZ0605
 EZ0605.The orthometric height was determined by differential leveling
 EZ0605.and adjusted in June 1991.
 EZ0605
 EZ0605.The geoid height was determined by GEOID03.
 EZ0605
 EZ0605.The dynamic height is computed by dividing the NAVD 88
 EZ0605.geopotential number by the normal gravity value computed on the
 EZ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0605.degrees latitude (g = 980.6199 gals.).
 EZ0605
 EZ0605.The modeled gravity was interpolated from observed gravity values.
 EZ0605
 EZ0605;                    North         East    Units  Estimated Accuracy
 EZ0605;SPC NC       -   248,930.      618,720.      MT  (+/- 180 meters Scaled)
 EZ0605
 EZ0605                          SUPERSEDED SURVEY CONTROL
 EZ0605
 EZ0605  NGVD 29 (??/??/92)  123.544  (m)          405.33   (f) ADJ UNCH    2 0
 EZ0605
 EZ0605.Superseded values are not recommended for survey control.
 EZ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0605.See file dsdata.txt to determine how the superseded data were derived.
 EZ0605
 EZ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV893853(NAD 83)
 EZ0605_MARKER: DD = SURVEY DISK
 EZ0605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0605_SP_SET: BUILDING
 EZ0605_STAMPING: 406
 EZ0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0605
 EZ0605  HISTORY     - Date     Condition        Report By
 EZ0605  HISTORY     - UNK      MONUMENTED       USGS
 EZ0605  HISTORY     - 1935     GOOD             NGS
 EZ0605  HISTORY     - 20050710 MARK NOT FOUND   GEOCAC
 EZ0605
 EZ0605                          STATION DESCRIPTION
 EZ0605
 EZ0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ0605'AT DURHAM.
 EZ0605'U.S.G.S. 406 IS LOCATED AT DURHAM, AT THE COUNTY COURT HOUSE, IN
 EZ0605'THE NORTH WALL, ABOUT 4 FEET WEST OF THE NORTHEAST CORNER, AND ABOUT
 EZ0605'2 FEET ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK
 EZ0605'SET VERTICALLY.
 EZ0605
 EZ0605                          STATION RECOVERY (2005)
 EZ0605
 EZ0605'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0605'STATION HAS BEEN RESET WITH NEW ELEVATION. SEE EZ0606 (406 RESET) FOR
 EZ0605'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0606 ***********************************************************************
 EZ0606  DESIGNATION -  406 RESET
 EZ0606  PID         -  EZ0606
 EZ0606  STATE/COUNTY-  NC/DURHAM
 EZ0606  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ0606
 EZ0606                         *CURRENT SURVEY CONTROL
 EZ0606  ___________________________________________________________________
 EZ0606* NAD 83(1986)-  35 59 38.     (N)    078 53 56.     (W)     SCALED    
 EZ0606* NAVD 88     -       123.290  (meters)     404.49   (feet)  ADJUSTED  
 EZ0606  ___________________________________________________________________
 EZ0606  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EZ0606  DYNAMIC HT  -         123.191 (meters)     404.17  (feet)  COMP
 EZ0606  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 EZ0606
 EZ0606  VERT ORDER  -  FIRST     CLASS I
 EZ0606
 EZ0606.The horizontal coordinates were scaled from a topographic map and have
 EZ0606.an estimated accuracy of +/- 6 seconds.
 EZ0606
 EZ0606.The orthometric height was determined by differential leveling
 EZ0606.and adjusted in June 1991.
 EZ0606
 EZ0606.The geoid height was determined by GEOID03.
 EZ0606
 EZ0606.The dynamic height is computed by dividing the NAVD 88
 EZ0606.geopotential number by the normal gravity value computed on the
 EZ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0606.degrees latitude (g = 980.6199 gals.).
 EZ0606
 EZ0606.The modeled gravity was interpolated from observed gravity values.
 EZ0606
 EZ0606;                    North         East    Units  Estimated Accuracy
 EZ0606;SPC NC       -   248,930.      618,720.      MT  (+/- 180 meters Scaled)
 EZ0606
 EZ0606                          SUPERSEDED SURVEY CONTROL
 EZ0606
 EZ0606  NGVD 29 (??/??/92)  123.544  (m)          405.33   (f) ADJ UNCH    1 1
 EZ0606
 EZ0606.Superseded values are not recommended for survey control.
 EZ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0606.See file dsdata.txt to determine how the superseded data were derived.
 EZ0606
 EZ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV893853(NAD 83)
 EZ0606_MARKER: DD = SURVEY DISK
 EZ0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0606_SP_SET: BUILDING
 EZ0606_STAMPING: 405.153
 EZ0606_MARK LOGO: USGS  
 EZ0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0606+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 EZ0606
 EZ0606  HISTORY     - Date     Condition        Report By
 EZ0606  HISTORY     - 1916     MONUMENTED       USGS
 EZ0606  HISTORY     - 1967     GOOD             CGS
 EZ0606  HISTORY     - 1988     GOOD             USPSQD
 EZ0606  HISTORY     - 20050710 GOOD             GEOCAC
 EZ0606  HISTORY     - 20060821 GOOD             USPSQD
 EZ0606
 EZ0606                          STATION DESCRIPTION
 EZ0606
 EZ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EZ0606'AT DURHAM.
 EZ0606'AT DURHAM, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY IN THE
 EZ0606'NORTHEAST FACE OF THE NORTHEAST WALL OF THE DURHAM COUNTY COURTHOUSE,
 EZ0606'76 FEET SOUTHEAST OF THE NORTHEAST AND MAIN ENTRANCE TO THE
 EZ0606'COURTHOUSE, 4 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 EZ0606'68 FEET SOUTHWEST OF THE CENTERLINE OF EAST MAIN STREET, 56 YARDS
 EZ0606'NORTHWEST OF THE CENTERLINE OF SOUTH ROXBORO STREET, AND ABOUT
 EZ0606'1 1/2 FEET ABOVE THE LEVEL OF THE LAWN.
 EZ0606
 EZ0606                          STATION RECOVERY (1988)
 EZ0606
 EZ0606'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 EZ0606'RECOVERED IN GOOD CONDITION.
 EZ0606
 EZ0606                          STATION RECOVERY (2005)
 EZ0606
 EZ0606'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0606'FOUND AS DESCRIBED ON NORTHEAST WALL OF DURHAM COUNTY COURTHOUSE, 200
 EZ0606'EAST MAIN STREET.
 EZ0606
 EZ0606                          STATION RECOVERY (2006)
 EZ0606
 EZ0606'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2628 ***********************************************************************
 FA2628  DESIGNATION -  407 JAS
 FA2628  PID         -  FA2628
 FA2628  STATE/COUNTY-  NC/DAVIE
 FA2628  USGS QUAD   -  MOCKSVILLE (1994)
 FA2628
 FA2628                         *CURRENT SURVEY CONTROL
 FA2628  ___________________________________________________________________
 FA2628* NAD 83(2001)-  35 54 23.09787(N)    080 36 47.91252(W)     ADJUSTED  
 FA2628* NAVD 88     -       246.80   (+/-2cm)     809.7    (feet)  VERTCON   
 FA2628  ___________________________________________________________________
 FA2628  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FA2628  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 FA2628  HORZ ORDER  -  SECOND
 FA2628  VERT ORDER  -  THIRD ? (See Below)
 FA2628
 FA2628.The horizontal coordinates were established by classical geodetic methods
 FA2628.and adjusted by the National Geodetic Survey in August 2005.
 FA2628
 FA2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2628.The vertical order pertains to the NGVD 29 superseded value.
 FA2628
 FA2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2628
 FA2628.The geoid height was determined by GEOID03.
 FA2628
 FA2628;                    North         East     Units Scale Factor Converg.
 FA2628;SPC NC       -   240,400.658   463,983.137   MT  0.99993775   -0 55 52.2
 FA2628;SPC NC       -   788,714.49  1,522,251.34   sFT  0.99993775   -0 55 52.2
 FA2628;UTM  17      - 3,973,637.764   534,892.751   MT  0.99961500   +0 13 36.4
 FA2628
 FA2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2628!SPC NC       -   0.99996635  x   0.99993775  =   0.99990410
 FA2628!UTM  17      -   0.99996635  x   0.99961500  =   0.99958136
 FA2628
 FA2628                          SUPERSEDED SURVEY CONTROL
 FA2628
 FA2628  NAD 83(1986)-  35 54 23.10536(N)    080 36 47.91527(W) AD(       ) 2
 FA2628  NAD 27      -  35 54 22.61329(N)    080 36 48.69361(W) AD(       ) 2
 FA2628  NGVD 29 (07/19/86)  247.01   (m)          810.4    (f) LEVELING    3  
 FA2628
 FA2628.Superseded values are not recommended for survey control.
 FA2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2628.See file dsdata.txt to determine how the superseded data were derived.
 FA2628
 FA2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3489373638(NAD 83)
 FA2628_MARKER: DB = BENCH MARK DISK
 FA2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA2628
 FA2628  HISTORY     - Date     Condition        Report By
 FA2628  HISTORY     - 1973     MONUMENTED       USGS
 FA2628
 FA2628                          STATION DESCRIPTION
 FA2628
 FA2628'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (JWC)
 FA2628'407 JAS IS A U.S. GEOLOGICAL SURVEY BENCH MARK IN THE VICINITY OF
 FA2628'MOCKSVILLE, NORTH CAROLINA, AND TRAVERSED THROUGH BY THE N. C.
 FA2628'GEODETIC SURVEY IN 1973.
 FA2628'
 FA2628'407 JAS IS LOCATED APPROXIMATELY 3.0 MILES WNW OF MOCKSVILLE.  TO
 FA2628'REACH STATION FROM THE U.S. 64 OVERPASS OF I-40 WEST OF MOCKSVILLE,
 FA2628'PROCEED SOUTHEAST ALONG U.S. 64 FOR 0.35 MILE TO Y JUNCTION WITH
 FA2628'SR 1116(SOUTH) AND STATION ON LEFT, ABOUT 40 FEET NORTH OF AND 1 FOOT
 FA2628'LOWER THAN INTERSECTION.
 FA2628'
 FA2628'STATION MARK IS A STANDARD USGS BENCH MARK DISK, STAMPED 407 JAS
 FA2628'1965 810, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA2628'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0362 ***********************************************************************
 FC0362  DESIGNATION -  408
 FC0362  PID         -  FC0362
 FC0362  STATE/COUNTY-  NC/CHEROKEE
 FC0362  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC0362
 FC0362                         *CURRENT SURVEY CONTROL
 FC0362  ___________________________________________________________________
 FC0362* NAD 83(1986)-  35 00 43.     (N)    084 08 34.     (W)     SCALED    
 FC0362* NAVD 88     -       476.875  (meters)    1564.55   (feet)  ADJUSTED  
 FC0362  ___________________________________________________________________
 FC0362  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FC0362  DYNAMIC HT  -         476.380 (meters)    1562.92  (feet)  COMP
 FC0362  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 FC0362
 FC0362  VERT ORDER  -  SECOND    CLASS 0
 FC0362
 FC0362.The horizontal coordinates were scaled from a topographic map and have
 FC0362.an estimated accuracy of +/- 6 seconds.
 FC0362
 FC0362.The orthometric height was determined by differential leveling
 FC0362.and adjusted in June 1991.
 FC0362
 FC0362.The geoid height was determined by GEOID03.
 FC0362
 FC0362.The dynamic height is computed by dividing the NAVD 88
 FC0362.geopotential number by the normal gravity value computed on the
 FC0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0362.degrees latitude (g = 980.6199 gals.).
 FC0362
 FC0362.The modeled gravity was interpolated from observed gravity values.
 FC0362
 FC0362;                    North         East    Units  Estimated Accuracy
 FC0362;SPC NC       -   152,140.      140,460.      MT  (+/- 180 meters Scaled)
 FC0362
 FC0362                          SUPERSEDED SURVEY CONTROL
 FC0362
 FC0362  NGVD 29 (??/??/92)  476.895  (m)         1564.61   (f) ADJ UNCH    2 0
 FC0362
 FC0362.Superseded values are not recommended for survey control.
 FC0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0362.See file dsdata.txt to determine how the superseded data were derived.
 FC0362
 FC0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD607780(NAD 83)
 FC0362_MARKER: Q = CHISELED SQUARE
 FC0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0362_SP_SET: HEADWALL
 FC0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0362
 FC0362  HISTORY     - Date     Condition        Report By
 FC0362  HISTORY     - UNK      MONUMENTED       LNRR
 FC0362  HISTORY     - 1934     GOOD             NGS
 FC0362  HISTORY     - 19970410 SEE DESCRIPTION  NCGS
 FC0362
 FC0362                          STATION DESCRIPTION
 FC0362
 FC0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0362'2.1 MI NE FROM CULBERSON.
 FC0362'2.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0362'FROM THE STATION AT CULBERSON, CHEROKEE COUNTY, 600 YARDS
 FC0362'SOUTH OF MILEPOST L 408, 130 FEET NORTH OF A ROAD CROSSING,
 FC0362'ON THE NORTH END OF THE EAST CONCRETE HEADWALL OF A DRAIN,
 FC0362'22 FEET EAST OF THE EAST RAIL, AND ABOUT 8 FEET LOWER THAN
 FC0362'THE BASE OF THE RAIL.  A CHISELED SQUARE.
 FC0362
 FC0362                          STATION RECOVERY (1997)
 FC0362
 FC0362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FC0362'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9266 ***********************************************************************
 DE9266  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9266  DESIGNATION -  40E 200
 DE9266  PID         -  DE9266
 DE9266  STATE/COUNTY-  NC/GUILFORD
 DE9266  USGS QUAD   -  GREENSBORO (1994)
 DE9266
 DE9266                         *CURRENT SURVEY CONTROL
 DE9266  ___________________________________________________________________
 DE9266* NAD 83(2007)-  36 02 39.78641(N)    079 47 30.18369(W)     ADJUSTED  
 DE9266* NAVD 88     -       242.69   (meters)     796.2    (feet)  GPS OBS   
 DE9266  ___________________________________________________________________
 DE9266  EPOCH DATE  -        2002.00
 DE9266  X           -     915,071.563 (meters)                     COMP
 DE9266  Y           -  -5,081,539.166 (meters)                     COMP
 DE9266  Z           -   3,732,299.629 (meters)                     COMP
 DE9266  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 DE9266  ELLIP HEIGHT-         211.943 (meters)          (02/10/07) ADJUSTED
 DE9266  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 DE9266
 DE9266  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9266  Type    PID    Designation                      North   East  Ellip
 DE9266  -------------------------------------------------------------------
 DE9266  NETWORK DE9266 40E 200                           1.31   1.06   1.94
 DE9266  -------------------------------------------------------------------
 DE9266
 DE9266.The horizontal coordinates were established by GPS observations
 DE9266.and adjusted by the National Geodetic Survey in February 2007.
 DE9266
 DE9266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9266.The horizontal coordinates are valid at the epoch date displayed above.
 DE9266.The epoch date for horizontal control is a decimal equivalence
 DE9266.of Year/Month/Day.
 DE9266
 DE9266.The orthometric height was determined by GPS observations and a
 DE9266.high-resolution geoid model.
 DE9266.The orthometric height was determined by GPS observations and a
 DE9266.high-resolution geoid model using precise GPS observation and
 DE9266.processing techniques.
 DE9266
 DE9266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9266
 DE9266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9266
 DE9266.The ellipsoidal height was determined by GPS observations
 DE9266.and is referenced to NAD 83.
 DE9266
 DE9266.The geoid height was determined by GEOID03.
 DE9266
 DE9266;                    North         East     Units Scale Factor Converg.
 DE9266;SPC NC       -   254,809.965   538,260.083   MT  0.99996817   -0 27 25.0
 DE9266;SPC NC       -   835,989.03  1,765,941.62   sFT  0.99996817   -0 27 25.0
 DE9266;UTM  17      - 3,989,546.777   608,841.060   MT  0.99974597   +0 42 39.7
 DE9266
 DE9266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9266!SPC NC       -   0.99996674  x   0.99996817  =   0.99993491
 DE9266!UTM  17      -   0.99996674  x   0.99974597  =   0.99971272
 DE9266
 DE9266:                Primary Azimuth Mark                     Grid Az
 DE9266:SPC NC       -  19E 200                                  004 17 21.5
 DE9266:UTM  17      -  19E 200                                  003 07 16.8
 DE9266
 DE9266|---------------------------------------------------------------------|
 DE9266| PID    Reference Object                     Distance      Geod. Az  |
 DE9266|                                                           dddmmss.s |
 DE9266| DE9265 19E 200                             APPROX. 0.5 KM 0034956.5 |
 DE9266|---------------------------------------------------------------------|
 DE9266
 DE9266                          SUPERSEDED SURVEY CONTROL
 DE9266
 DE9266  NAD 83(2001)-  36 02 39.78669(N)    079 47 30.18344(W) AD(       ) 1
 DE9266  ELLIP H (03/13/03)  211.940  (m)                       GP(       ) 4 2
 DE9266  NAD 83(1986)-  36 02 39.79241(N)    079 47 30.19047(W) AD(       ) 1
 DE9266
 DE9266.Superseded values are not recommended for survey control.
 DE9266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9266.See file dsdata.txt to determine how the superseded data were derived.
 DE9266
 DE9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0884189547(NAD 83)
 DE9266_MARKER: DD = SURVEY DISK
 DE9266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9266_STAMPING: 40E.200 7/97
 DE9266_MARK LOGO: NC1940
 DE9266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9266+STABILITY: SURFACE MOTION
 DE9266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9266+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9266
 DE9266  HISTORY     - Date     Condition        Report By
 DE9266  HISTORY     - 1997     MONUMENTED       NC1940
 DE9266
 DE9266                          STATION DESCRIPTION
 DE9266
 DE9266'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9266'STATION IS LOCATED IN GREENSBORO, ABOUT 1.9 MI (3.1 KM) SOUTH OF THE
 DE9266'DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF ELM-EUGENE STREET
 DE9266'AND ROBBINS STREET.
 DE9266'ALONG SOUTH ELM-EUGENE STREET FOR 0.5 MI (0.8 KM) NORTH FROM THE I-40
 DE9266'AND I-85 UNDERPASS, AT INTERSECTION WITH ROBBINS STREET IN FRONT OF A
 DE9266'CHURCH BUILDING.
 DE9266'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF ELM-EUGENE STREET AND FLUSH
 DE9266'WITH THE GROUND. LOCATED 11.8 FT (3.6 M) WEST OF EDGE OF ELM-EUGENE
 DE9266'STREET, 2.5 FT (0.8 M) WEST OF EDGE OF SIDEWALK, 43.7 FT (13.3 M)
 DE9266'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN SANCTUARY (FRONT) OF
 DE9266'CHURCH BUILDING, 52.5 FT (16.0 M) NORTH OF A POWER POLE WITH STREET
 DE9266'LIGHT AND TRAFFIC SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4785 ***********************************************************************
 AH4785  DESIGNATION -  41 DRD
 AH4785  PID         -  AH4785
 AH4785  STATE/COUNTY-  NC/JOHNSTON
 AH4785  USGS QUAD   -  EDMONDSON (1993)
 AH4785
 AH4785                         *CURRENT SURVEY CONTROL
 AH4785  ___________________________________________________________________
 AH4785* NAD 83(2007)-  35 36 48.37208(N)    078 32 54.29238(W)     ADJUSTED  
 AH4785* NAVD 88     -        59.82   (meters)     196.3    (feet)  LEVELING  
 AH4785  ___________________________________________________________________
 AH4785  EPOCH DATE  -        2002.00
 AH4785  X           -   1,030,642.869 (meters)                     COMP
 AH4785  Y           -  -5,087,773.357 (meters)                     COMP
 AH4785  Z           -   3,693,422.431 (meters)                     COMP
 AH4785  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 AH4785  ELLIP HEIGHT-          26.316 (meters)          (02/10/07) ADJUSTED
 AH4785  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AH4785
 AH4785  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4785  Type    PID    Designation                      North   East  Ellip
 AH4785  -------------------------------------------------------------------
 AH4785  NETWORK AH4785 41 DRD                            1.25   1.65   2.12
 AH4785  -------------------------------------------------------------------
 AH4785  VERT ORDER  -  THIRD ?
 AH4785
 AH4785.The horizontal coordinates were established by GPS observations
 AH4785.and adjusted by the National Geodetic Survey in February 2007.
 AH4785
 AH4785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4785.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4785.The horizontal coordinates are valid at the epoch date displayed above.
 AH4785.The epoch date for horizontal control is a decimal equivalence
 AH4785.of Year/Month/Day.
 AH4785
 AH4785.The orthometric height was determined by differential leveling.
 AH4785.The vertical network tie was performed by a horz. field party for horz.
 AH4785.obs reductions. Reset procedures were used to establish the elevation.
 AH4785
 AH4785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4785
 AH4785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4785
 AH4785.The ellipsoidal height was determined by GPS observations
 AH4785.and is referenced to NAD 83.
 AH4785
 AH4785.The geoid height was determined by GEOID03.
 AH4785
 AH4785;                    North         East     Units Scale Factor Converg.
 AH4785;SPC NC       -   206,805.844   650,511.068   MT  0.99989245   +0 15 38.3
 AH4785;SPC NC       -   678,495.51  2,134,218.40   sFT  0.99989245   +0 15 38.3
 AH4785;UTM  17      - 3,943,841.632   722,050.842   MT  1.00020764   +1 25 41.4
 AH4785
 AH4785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4785!SPC NC       -   0.99999587  x   0.99989245  =   0.99988832
 AH4785!UTM  17      -   0.99999587  x   1.00020764  =   1.00020351
 AH4785
 AH4785                          SUPERSEDED SURVEY CONTROL
 AH4785
 AH4785  NAD 83(2001)-  35 36 48.37225(N)    078 32 54.29230(W) AD(       ) 1
 AH4785  ELLIP H (03/13/03)   26.322  (m)                       GP(       ) 4 2
 AH4785  NAD 83(1986)-  35 36 48.37765(N)    078 32 54.30212(W) AD(       ) 1
 AH4785
 AH4785.Superseded values are not recommended for survey control.
 AH4785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4785.See file dsdata.txt to determine how the superseded data were derived.
 AH4785
 AH4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2205143842(NAD 83)
 AH4785_MARKER: DB = BENCH MARK DISK
 AH4785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4785_SP_SET: WHEELGUARD
 AH4785_STAMPING: 41 DRD 1960
 AH4785_MARK LOGO: USGS  
 AH4785_PROJECTION: FLUSH
 AH4785_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4785+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 AH4785
 AH4785  HISTORY     - Date     Condition        Report By
 AH4785  HISTORY     - 1960     MONUMENTED       USGS
 AH4785  HISTORY     - 19850615 GOOD             NCGS
 AH4785  HISTORY     - 19860615 GOOD             NCGS
 AH4785  HISTORY     - 19970401 GOOD             NCGS
 AH4785  HISTORY     - 20011213 GOOD             NCGS
 AH4785  HISTORY     - 20061120 GOOD             USPSQD
 AH4785
 AH4785                          STATION DESCRIPTION
 AH4785
 AH4785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4785'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) WEST-SOUTHWEST OF CLAYTON
 AH4785'AND 11.6 KM (7.20 MI) SOUTH-SOUTHEAST OF GARNER. ALONG NC 42 FOR 5.1
 AH4785'KM (3.15 MI) NORTHEAST FROM NC 50, AT THE SWIFT CREEK BRIDGE, IN THE
 AH4785'EAST END OF THE NORTH WHEELGUARD. STATION IS A STANDARD USGS DISK
 AH4785'STAMPED---41 DRD 1960---, SET INTO A DRILLED HOLE. LOCATED 4.1 M (13.5
 AH4785'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT)
 AH4785'SOUTH-SOUTHWEST OF THE EAST END OF THE CONCRETE BRIDGE RAIL, AND 5.0 M
 AH4785'(16.4 FT) SOUTHWEST OF THE EAST END OF A CONCRETE CURVE. MARK IS 1
 AH4785'FOOT (0.3 M) ABOVE HIGHWAY.
 AH4785
 AH4785                          STATION RECOVERY (1986)
 AH4785
 AH4785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4785'RECOVERED AS DESCRIBED.
 AH4785
 AH4785                          STATION RECOVERY (1997)
 AH4785
 AH4785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4785'RECOVERED AS DESCRIBED.
 AH4785
 AH4785                          STATION RECOVERY (2001)
 AH4785
 AH4785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 AH4785'RECOVERED AS DESCRIBED.
 AH4785
 AH4785                          STATION RECOVERY (2006)
 AH4785
 AH4785'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH4785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4137 ***********************************************************************
 AH4137  DESIGNATION -  41 HLZ
 AH4137  PID         -  AH4137
 AH4137  STATE/COUNTY-  NC/SURRY
 AH4137  USGS QUAD   -  COPELAND (1994)
 AH4137
 AH4137                         *CURRENT SURVEY CONTROL
 AH4137  ___________________________________________________________________
 AH4137* NAD 83(2001)-  36 20 40.33984(N)    080 37 44.83704(W)     ADJUSTED  
 AH4137* NAVD 88     -       366.77   (+/-2cm)    1203.3    (feet)  VERTCON   
 AH4137  ___________________________________________________________________
 AH4137  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AH4137  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AH4137  HORZ ORDER  -  SECOND
 AH4137  VERT ORDER  -  THIRD (See Below)
 AH4137
 AH4137.The horizontal coordinates were established by classical geodetic methods
 AH4137.and adjusted by the National Geodetic Survey in August 2005.
 AH4137
 AH4137.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4137.The vertical order pertains to the NGVD 29 superseded value.
 AH4137
 AH4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4137
 AH4137.The geoid height was determined by GEOID03.
 AH4137
 AH4137;                    North         East     Units Scale Factor Converg.
 AH4137;SPC NC       -   289,031.678   463,353.805   MT  1.00005450   -0 56 25.0
 AH4137;SPC NC       -   948,264.76  1,520,186.61   sFT  1.00005450   -0 56 25.0
 AH4137;UTM  17      - 4,022,227.784   533,280.474   MT  0.99961365   +0 13 11.3
 AH4137
 AH4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4137!SPC NC       -   0.99994770  x   1.00005450  =   1.00000219
 AH4137!UTM  17      -   0.99994770  x   0.99961365  =   0.99956137
 AH4137
 AH4137                          SUPERSEDED SURVEY CONTROL
 AH4137
 AH4137  NAD 83(1986)-  36 20 40.34745(N)    080 37 44.84314(W) AD(       ) 2
 AH4137  NGVD 29 (12/22/97)  366.93   (m)         1203.8    (f) LEVELING    3  
 AH4137
 AH4137.Superseded values are not recommended for survey control.
 AH4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4137.See file dsdata.txt to determine how the superseded data were derived.
 AH4137
 AH4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3328022228(NAD 83)
 AH4137_MARKER: DB = BENCH MARK DISK
 AH4137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4137+WITH SETTING: PAVEMENT
 AH4137_SP_SET: GRANITE STEP
 AH4137_STAMPING: 41 HLZ 1969
 AH4137_MARK LOGO: USGS  
 AH4137_PROJECTION: FLUSH
 AH4137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4137+STABILITY: SURFACE MOTION
 AH4137
 AH4137  HISTORY     - Date     Condition        Report By
 AH4137  HISTORY     - 1969     MONUMENTED       USGS
 AH4137  HISTORY     - 19860101 GOOD             NCGS
 AH4137
 AH4137                          STATION DESCRIPTION
 AH4137
 AH4137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4137'STATION IS LOCATED IN LEVEL CROSS. AT THE INTERSECTION OF NC 268 AND
 AH4137'SR 1003 (SILOAM ROAD), ACROSS THE HIGHWAY FROM NCGS STATION--LEVEL
 AH4137'CROSS--IN THE WEST END OF THE BOTTOM GRANITE STEP OF WESTMOST ENTRANCE
 AH4137'TO LEVEL CROSS METHODIST CHURCH. LOCATED 21.2 M (69.6 FT) NORTH OF THE
 AH4137'CENTERLINE OF THE HIGHWAY. USGS ELEVATION IS 1203.836 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0364 ***********************************************************************
 FC0364  DESIGNATION -  410
 FC0364  PID         -  FC0364
 FC0364  STATE/COUNTY-  NC/CHEROKEE
 FC0364  USGS QUAD   -  MURPHY (1990)
 FC0364
 FC0364                         *CURRENT SURVEY CONTROL
 FC0364  ___________________________________________________________________
 FC0364* NAD 83(1986)-  35 01 29.     (N)    084 07 19.     (W)     SCALED    
 FC0364* NAVD 88     -       477.084  (meters)    1565.23   (feet)  ADJUSTED  
 FC0364  ___________________________________________________________________
 FC0364  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FC0364  DYNAMIC HT  -         476.589 (meters)    1563.61  (feet)  COMP
 FC0364  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 FC0364
 FC0364  VERT ORDER  -  SECOND    CLASS 0
 FC0364
 FC0364.The horizontal coordinates were scaled from a topographic map and have
 FC0364.an estimated accuracy of +/- 6 seconds.
 FC0364
 FC0364.The orthometric height was determined by differential leveling
 FC0364.and adjusted in June 1991.
 FC0364
 FC0364.The geoid height was determined by GEOID03.
 FC0364
 FC0364.The dynamic height is computed by dividing the NAVD 88
 FC0364.geopotential number by the normal gravity value computed on the
 FC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0364.degrees latitude (g = 980.6199 gals.).
 FC0364
 FC0364.The modeled gravity was interpolated from observed gravity values.
 FC0364
 FC0364;                    North         East    Units  Estimated Accuracy
 FC0364;SPC NC       -   153,460.      142,430.      MT  (+/- 180 meters Scaled)
 FC0364
 FC0364                          SUPERSEDED SURVEY CONTROL
 FC0364
 FC0364  NGVD 29 (??/??/92)  477.105  (m)         1565.30   (f) ADJ UNCH    2 0
 FC0364
 FC0364.Superseded values are not recommended for survey control.
 FC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0364.See file dsdata.txt to determine how the superseded data were derived.
 FC0364
 FC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD625795(NAD 83)
 FC0364_MARKER: Q = CHISELED SQUARE
 FC0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0364_SP_SET: ABUTMENT
 FC0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FC0364+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2000
 FC0364
 FC0364  HISTORY     - Date     Condition        Report By
 FC0364  HISTORY     - UNK      MONUMENTED       LNRR
 FC0364  HISTORY     - 1934     GOOD             NGS
 FC0364  HISTORY     - 20000119 GOOD             NCGS
 FC0364
 FC0364                          STATION DESCRIPTION
 FC0364
 FC0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FC0364'3.8 MI NE FROM CULBERSON.
 FC0364'3.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 FC0364'FROM THE STATION AT CULBERSON, CHEROKEE COUNTY, 825 FEET EAST
 FC0364'OF THE STATION AT RANGER, AT BRIDGE 18 OVER NOTTELY RIVER, ON
 FC0364'THE NORTHWEST CORNER OF THE NORTH END OF THE EAST STONE ABUTMENT,
 FC0364'8 FEET NORTH OF THE NORTH RAIL, AND ABOUT 8 FEET LOWER THAN THE
 FC0364'BASE OF THE RAIL.  A CHISELED SQUARE.
 FC0364
 FC0364                          STATION RECOVERY (2000)
 FC0364
 FC0364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC0364'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATE.
 FC0364'THE RAILROAD TRACKS HAVE BEEN REMOVED. THE ABUTMENTS AND SUPPORT PIERS
 FC0364'OF THE OLD BRIDGE STILL STAND AND APPEAR TO STILL BE SOLIDLY IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5291 ***********************************************************************
 FA5291  DESIGNATION -  410 JAS
 FA5291  PID         -  FA5291
 FA5291  STATE/COUNTY-  NC/DAVIE
 FA5291  USGS QUAD   -  CALAHALN (1969)
 FA5291
 FA5291                         *CURRENT SURVEY CONTROL
 FA5291  ___________________________________________________________________
 FA5291* NAD 83(2001)-  35 54 08.92144(N)    080 41 29.13921(W)     NO CHECK  
 FA5291* NAVD 88     -       268.21   (+/-2cm)     880.0    (feet)  VERTCON   
 FA5291  ___________________________________________________________________
 FA5291  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FA5291  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 FA5291  HORZ ORDER  -  SECOND
 FA5291  VERT ORDER  -  THIRD (See Below)
 FA5291
 FA5291.The horizontal coordinates were established by classical geodetic methods
 FA5291.and adjusted by the National Geodetic Survey in August 2005.
 FA5291.No horizontal observational check was made to the station.
 FA5291
 FA5291.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5291.The vertical order pertains to the NGVD 29 superseded value.
 FA5291
 FA5291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5291
 FA5291.The geoid height was determined by GEOID03.
 FA5291
 FA5291;                    North         East     Units Scale Factor Converg.
 FA5291;SPC NC       -   240,081.175   456,925.343   MT  0.99993697   -0 58 34.5
 FA5291;SPC NC       -   787,666.32  1,499,095.90   sFT  0.99993697   -0 58 34.5
 FA5291;UTM  17      - 3,973,175.916   527,845.143   MT  0.99960955   +0 10 51.4
 FA5291
 FA5291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5291!SPC NC       -   0.99996300  x   0.99993697  =   0.99989998
 FA5291!UTM  17      -   0.99996300  x   0.99960955  =   0.99957257
 FA5291
 FA5291                          SUPERSEDED SURVEY CONTROL
 FA5291
 FA5291  NAD 83(1986)-  35 54 08.93230(N)    080 41 29.14445(W) AD(       ) 2
 FA5291  NGVD 29 (06/09/93)  268.41   (m)          880.6    (f) LEVELING    3  
 FA5291
 FA5291.Superseded values are not recommended for survey control.
 FA5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5291.See file dsdata.txt to determine how the superseded data were derived.
 FA5291
 FA5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2784573176(NAD 83)
 FA5291_MARKER: DB = BENCH MARK DISK
 FA5291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5291_SP_SET: CONCRETE POST
 FA5291_STAMPING: 410 JAS 1965 881
 FA5291_MARK LOGO: USGS  
 FA5291_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5291+STABILITY: SURFACE MOTION
 FA5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5291+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1990
 FA5291
 FA5291  HISTORY     - Date     Condition        Report By
 FA5291  HISTORY     - 1965     MONUMENTED       USGS
 FA5291  HISTORY     - 19900702 GOOD             NCGS
 FA5291
 FA5291                          STATION DESCRIPTION
 FA5291
 FA5291'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5291'STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) WNW OF MOCKSVILLE
 FA5291'AND 14.0 MI (22.5 KM) NE OF STATESVILLE.
 FA5291'ALONG US 64 FOR 0.15 MI (0.24 KM) SOUTHWEST FROM NC 901, ON THE WEST
 FA5291'SIDE OF THE ROAD.
 FA5291'MARK IS ABOUT 2.0 FT (0.6 M) HIGHER THAN THE ROAD AND FLUSH WITH THE
 FA5291'GROUND. LOCATED 9.0 M (29.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 FA5291'US 64, 0.12 M (0.39 FT) EAST-SOUTHEAST OF A METAL WITNESS POST--AND
 FA5291'33.47 M (109.81 FT) NORTH OF A POWER POLE, 3.1 M (10.2 FT)
 FA5291'SOUTH-SOUTHWEST OF A CORNER FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC0367 ***********************************************************************
 FC0367  DESIGNATION -  414
 FC0367  PID         -  FC0367
 FC0367  STATE/COUNTY-  NC/CHEROKEE
 FC0367  USGS QUAD   -  MURPHY (1990)
 FC0367
 FC0367                         *CURRENT SURVEY CONTROL
 FC0367  ___________________________________________________________________
 FC0367* NAD 83(1986)-  35 03 28.     (N)    084 04 22.     (W)     SCALED    
 FC0367* NAVD 88     -       460.620  (meters)    1511.22   (feet)  ADJUSTED  
 FC0367  ___________________________________________________________________
 FC0367  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FC0367  DYNAMIC HT  -         460.145 (meters)    1509.66  (feet)  COMP
 FC0367  MODELED GRAV-     979,588.6   (mgal)                       NAVD 88
 FC0367
 FC0367  VERT ORDER  -  SECOND    CLASS 0
 FC0367
 FC0367.The horizontal coordinates were scaled from a topographic map and have
 FC0367.an estimated accuracy of +/- 6 seconds.
 FC0367
 FC0367.The orthometric height was determined by differential leveling
 FC0367.and adjusted in June 1991.
 FC0367
 FC0367.The geoid height was determined by GEOID03.
 FC0367
 FC0367.The dynamic height is computed by dividing the NAVD 88
 FC0367.geopotential number by the normal gravity value computed on the
 FC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FC0367.degrees latitude (g = 980.6199 gals.).
 FC0367
 FC0367.The modeled gravity was interpolated from observed gravity values.
 FC0367
 FC0367;                    North         East    Units  Estimated Accuracy
 FC0367;SPC NC       -   156,890.      147,100.      MT  (+/- 180 meters Scaled)
 FC0367
 FC0367                          SUPERSEDED SURVEY CONTROL
 FC0367
 FC0367  NGVD 29 (??/??/92)  460.65   (m)         1511.3    (f) COMPUTED    2 0
 FC0367
 FC0367.Superseded values are not recommended for survey control.
 FC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC0367.See file dsdata.txt to determine how the superseded data were derived.
 FC0367
 FC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD669833(NAD 83)
 FC0367_MARKER: X = CHISELED CROSS
 FC0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FC0367_SP_SET: SIDEWALK
 FC0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC0367
 FC0367  HISTORY     - Date     Condition        Report By
 FC0367  HISTORY     - UNK      MONUMENTED       LNRR
 FC0367  HISTORY     - 1933     GOOD             NGS
 FC0367
 FC0367                          STATION DESCRIPTION
 FC0367
 FC0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 FC0367'3.2 MI W FROM MURPHY.
 FC0367'770 YARDS WEST OF MILE POST NO. L 414, BETWEEN RAILROAD BRIDGES
 FC0367'22 AND 23, 75 FEET NORTH OF NORTH RAIL, 18 INCHES BELOW BASE
 FC0367'OF RAIL, AND 18 INCHES ABOVE GRADE.  CHISELED CROSS IN SOUTHWEST
 FC0367'CORNER OF WEST SIDEWALL OF HIGHWAY BRIDGE OVER CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0782 ***********************************************************************
 EZ0782  DESIGNATION -  415
 EZ0782  PID         -  EZ0782
 EZ0782  STATE/COUNTY-  NC/DURHAM
 EZ0782  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0782
 EZ0782                         *CURRENT SURVEY CONTROL
 EZ0782  ___________________________________________________________________
 EZ0782* NAD 83(1986)-  35 59 25.     (N)    078 51 30.     (W)     SCALED    
 EZ0782* NAVD 88     -       126.202  (meters)     414.05   (feet)  ADJUSTED  
 EZ0782  ___________________________________________________________________
 EZ0782  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EZ0782  DYNAMIC HT  -         126.100 (meters)     413.71  (feet)  COMP
 EZ0782  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 EZ0782
 EZ0782  VERT ORDER  -  FIRST     CLASS II
 EZ0782
 EZ0782.The horizontal coordinates were scaled from a topographic map and have
 EZ0782.an estimated accuracy of +/- 6 seconds.
 EZ0782
 EZ0782.The orthometric height was determined by differential leveling
 EZ0782.and adjusted in June 1991.
 EZ0782
 EZ0782.The geoid height was determined by GEOID03.
 EZ0782
 EZ0782.The dynamic height is computed by dividing the NAVD 88
 EZ0782.geopotential number by the normal gravity value computed on the
 EZ0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0782.degrees latitude (g = 980.6199 gals.).
 EZ0782
 EZ0782.The modeled gravity was interpolated from observed gravity values.
 EZ0782
 EZ0782;                    North         East    Units  Estimated Accuracy
 EZ0782;SPC NC       -   248,530.      622,380.      MT  (+/- 180 meters Scaled)
 EZ0782
 EZ0782                          SUPERSEDED SURVEY CONTROL
 EZ0782
 EZ0782  NGVD 29 (??/??/92)  126.449  (m)          414.86   (f) ADJ UNCH    1 2
 EZ0782
 EZ0782.Superseded values are not recommended for survey control.
 EZ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0782.See file dsdata.txt to determine how the superseded data were derived.
 EZ0782
 EZ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV930849(NAD 83)
 EZ0782_MARKER: P = PIPE CAP
 EZ0782_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ0782_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ0782_STAMPING: 415
 EZ0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0782
 EZ0782  HISTORY     - Date     Condition        Report By
 EZ0782  HISTORY     - UNK      MONUMENTED       USGS
 EZ0782  HISTORY     - 1935     GOOD             NGS
 EZ0782  HISTORY     - 20041126 MARK NOT FOUND   GEOCAC
 EZ0782
 EZ0782                          STATION DESCRIPTION
 EZ0782
 EZ0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ0782'3.2 MI NE FROM DURHAM.
 EZ0782'3.2 MILES NORTHEAST OF DURHAM, 0.25 MILE NORTHEAST AND ACROSS
 EZ0782'TRACK FROM MILEPOST 85, 0.1 MILE SOUTHWEST OF ASPHALT ROAD
 EZ0782'CROSSING, AT SOUTH CORNER OF MR. PROCTORS YARD, 41.5 FEET
 EZ0782'NORTHWEST OF NORTHWEST RAIL OF SIDE TRACK, 2 FEET SOUTHEAST OF
 EZ0782'18 IN OAK TREE, ON TOP OF IRON PIPE.  NOTE-- 1971 REPORT-- ADD
 EZ0782'TO DESCRIPTION-- 32 FT WNW OF RR SWITCH TO SIDE TRACK LEADING
 EZ0782'TO GAS. CO. STORAGE YARD, APPROX. 160 FT NE OF NE CORNER OF 8 FT
 EZ0782'CYCLONE FENCE AROUND GAS CO. STORAGE YARD.
 EZ0782
 EZ0782                          STATION RECOVERY (2004)
 EZ0782
 EZ0782'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ0782'UNABLE TO LOCATE PROCTORS YARD OR GAS STORAGE FACILITY. AREA HAS BEEN
 EZ0782'DEVELOPED INTO A SHOPPING CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2832 ***********************************************************************
 FA2832  DESIGNATION -  418 NC
 FA2832  PID         -  FA2832
 FA2832  STATE/COUNTY-  NC/IREDELL
 FA2832  USGS QUAD   -  STATESVILLE WEST (1993)
 FA2832
 FA2832                         *CURRENT SURVEY CONTROL
 FA2832  ___________________________________________________________________
 FA2832* NAD 83(2001)-  35 46 12.29958(N)    080 57 55.20058(W)     ADJUSTED  
 FA2832* NAVD 88     -       292.664  (meters)     960.18   (feet)  ADJUSTED  
 FA2832  ___________________________________________________________________
 FA2832  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FA2832  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 FA2832  DYNAMIC HT  -         292.396 (meters)     959.30  (feet)  COMP
 FA2832  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 FA2832
 FA2832  HORZ ORDER  -  SECOND
 FA2832  VERT ORDER  -  SECOND    CLASS II
 FA2832
 FA2832.The horizontal coordinates were established by classical geodetic methods
 FA2832.and adjusted by the National Geodetic Survey in August 2005.
 FA2832
 FA2832.The orthometric height was determined by differential leveling
 FA2832.and adjusted in June 1991.
 FA2832
 FA2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2832
 FA2832.The geoid height was determined by GEOID03.
 FA2832
 FA2832.The dynamic height is computed by dividing the NAVD 88
 FA2832.geopotential number by the normal gravity value computed on the
 FA2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA2832.degrees latitude (g = 980.6199 gals.).
 FA2832
 FA2832.The modeled gravity was interpolated from observed gravity values.
 FA2832
 FA2832;                    North         East     Units Scale Factor Converg.
 FA2832;SPC NC       -   225,850.517   431,913.574   MT  0.99991341   -1 08 03.6
 FA2832;SPC NC       -   740,977.90  1,417,036.45   sFT  0.99991341   -1 08 03.6
 FA2832;UTM  17      - 3,958,448.365   503,133.454   MT  0.99960012   +0 01 12.9
 FA2832
 FA2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2832!SPC NC       -   0.99995910  x   0.99991341  =   0.99987251
 FA2832!UTM  17      -   0.99995910  x   0.99960012  =   0.99955923
 FA2832
 FA2832                          SUPERSEDED SURVEY CONTROL
 FA2832
 FA2832  NAD 83(1986)-  35 46 12.30724(N)    080 57 55.20996(W) AD(       ) 2
 FA2832  NAD 27      -  35 46 11.82400(N)    080 57 55.93400(W) AD(       ) 2
 FA2832
 FA2832.Superseded values are not recommended for survey control.
 FA2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2832.See file dsdata.txt to determine how the superseded data were derived.
 FA2832
 FA2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0313358448(NAD 83)
 FA2832_MARKER: DD = SURVEY DISK
 FA2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2832_SP_SET: CONCRETE POST
 FA2832_STAMPING: NC 418
 FA2832_MARK LOGO: NCGS  
 FA2832_PROJECTION: PROJECTING 3 CENTIMETERS
 FA2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2832+STABILITY: SURFACE MOTION
 FA2832
 FA2832  HISTORY     - Date     Condition        Report By
 FA2832  HISTORY     - UNK      MONUMENTED       NCGS
 FA2832  HISTORY     - 1948     GOOD             CGS
 FA2832  HISTORY     - 1966     GOOD             CGS
 FA2832  HISTORY     - 1981     GOOD             NCGS
 FA2832
 FA2832                          STATION DESCRIPTION
 FA2832
 FA2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2832'THIS IS A TRAVERSE STATION.
 FA2832'
 FA2832'STATION IS LOCATED ALONG U.S. HIGHWAY 64 AND 70 ABOUT 4 MILES
 FA2832'WEST OF STATESVILLE.  IT IS 35 FEET SOUTHWEST OF THE SOUTHWEST
 FA2832'CORNER OF A HOUSE, 27 FEET NORTH OF CENTER OF HIGHWAY 64 AND 70
 FA2832'AND 4 FEET WEST OF A POWER POLE.  THE MARK IS A CONCRETE POST
 FA2832'8 INCHES IN DIAMETER WHICH PROJECTS ABOUT 2 INCHES AND THE
 FA2832'DISK IS A N.C.G.S. DISK STAMPED 418.
 FA2832'
 FA2832'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FA2832'CENTER.  THE DISTANCE WAS 66.59 FEET, 20.297 METERS.
 FA2832'
 FA2832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 21, 64
 FA2832'AND 70 IN STATESVILLE, GO WEST ON HIGHWAY 64 AND 70 FOR 4.7
 FA2832'MILES TO STATION ON RIGHT OR NORTH OF HIGHWAY AS DESCRIBED.
 FA2832
 FA2832                          STATION RECOVERY (1966)
 FA2832
 FA2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2832'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  THE MARK
 FA2832'PROJECTS 2 INCHES, AND IS 150 FEET EAST OF THE CENTER OF THE
 FA2832'INTERSECTION OF U.S. HIGHWAY 64-70 AND A PAVED ROAD LEADING
 FA2832'NORTH TOWARD LORAY.
 FA2832
 FA2832                          STATION RECOVERY (1981)
 FA2832
 FA2832'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FA2832'4.6 MI WSW FROM STATESVILLE.
 FA2832'ALONG U.S. 64-70, 3.2 MILES SOUTHWEST OF THE INTERSECTION WITH N.C.
 FA2832'90 (IN WESTERN SECTION OF STATESVILLE), IN NORTHEAST QUADRANT OF
 FA2832'INTER- SECTION WITH SR 1512, IN SOUTHWEST EDGE OF YARD OF FRAME
 FA2832'HOUSE, 148.0 FEET EAST OF CENTERLINE OF SR 1512, 26.9 FEET NORTH OF
 FA2832'CENTER- LINE OF HIGHWAY, 34.5 FEET SOUTHWEST CORNER OF HOUSE, 2.0
 FA2832'FEET WEST OF WATER METER COVER AND 9.1 FEET EAST-SOUTHEAST OF POWER
 FA2832'POLE WITH REFERENCE TAG.
 FA2832'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3931 ***********************************************************************
 FA3931  DESIGNATION -  418 NC AZ MK
 FA3931  PID         -  FA3931
 FA3931  STATE/COUNTY-  NC/IREDELL
 FA3931  USGS QUAD   -  STATESVILLE WEST (1993)
 FA3931
 FA3931                         *CURRENT SURVEY CONTROL
 FA3931  ___________________________________________________________________
 FA3931* NAD 83(1986)-  35 46 09.36542(N)    080 58 06.82453(W)     ADJUSTED  
 FA3931* NAVD 88     -       288.3    (meters)     946.     (feet)  VERTCON   
 FA3931  ___________________________________________________________________
 FA3931  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FA3931  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 FA3931  HORZ ORDER  -  SECOND
 FA3931
 FA3931.The horizontal coordinates were established by classical geodetic methods
 FA3931.and adjusted by the National Geodetic Survey in February 1993.
 FA3931
 FA3931.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3931
 FA3931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3931
 FA3931.The geoid height was determined by GEOID03.
 FA3931
 FA3931;                    North         East     Units Scale Factor Converg.
 FA3931;SPC NC       -   225,765.893   431,619.893   MT  0.99991328   -1 08 10.3
 FA3931;SPC NC       -   740,700.27  1,416,072.93   sFT  0.99991328   -1 08 10.3
 FA3931;UTM  17      - 3,958,357.869   502,841.629   MT  0.99960010   +0 01 06.2
 FA3931
 FA3931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3931!SPC NC       -   0.99995977  x   0.99991328  =   0.99987306
 FA3931!UTM  17      -   0.99995977  x   0.99960010  =   0.99955989
 FA3931
 FA3931                          SUPERSEDED SURVEY CONTROL
 FA3931
 FA3931  NAD 27      -  35 46 08.88300(N)    080 58 07.54800(W) AD(       ) 2
 FA3931  NGVD 29 (02/04/93)  288.6    (m)          947.     (f) VERT ANG    3  
 FA3931
 FA3931.Superseded values are not recommended for survey control.
 FA3931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3931.See file dsdata.txt to determine how the superseded data were derived.
 FA3931
 FA3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0284258358(NAD 83)
 FA3931_MARKER: DZ = AZIMUTH MARK DISK
 FA3931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3931_SP_SET: CONCRETE POST
 FA3931_STAMPING: N+C 418
 FA3931_MARK LOGO: NCGS  
 FA3931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3931+STABILITY: SURFACE MOTION
 FA3931
 FA3931  HISTORY     - Date     Condition        Report By
 FA3931  HISTORY     - UNK      MONUMENTED       NCGS
 FA3931  HISTORY     - 1948     GOOD             CGS
 FA3931  HISTORY     - 19890329 GOOD             NCGS
 FA3931
 FA3931                          STATION DESCRIPTION
 FA3931
 FA3931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA3931'418 (N.C.G.S. AZIMUTH MARK) WAS USED AS AN AZIMUTH MARK.  IT
 FA3931'IS 0.25 MILE WEST OF THE STATION, 26 FEET NORTH OF CENTER OF
 FA3931'HIGHWAY 64 AND 70 AND 13 FEET WEST OF CENTER OF A
 FA3931'DRIVEWAY.  THE MARK IS A CONCRETE POST 8 INCHES IN DIAMETER
 FA3931'WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS A N.C.G.S. AZIMUTH
 FA3931'MARK DISK STAMPED 418.
 FA3931'
 FA3931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64,
 FA3931'70 AND 21 IN STATESVILLE, GO WEST ON HIGHWAY 64 AND 70 FOR
 FA3931'4.7 MILES TO STATION ON LEFT OR SOUTH OF HIGHWAY AS DESCRIBED.
 FA3931'
 FA3931'TO REACH STATION 418 NCGS FROM THE JUNCTION OF U.S. HIGHWAYS 21, 64
 FA3931'AND 70 IN STATESVILLE, GO WEST ON HIGHWAY 64 AND 70 FOR 4.7
 FA3931'MILES TO STATION ON RIGHT OR NORTH OF HIGHWAY AS DESCRIBED.
 FA3931
 FA3931                          STATION RECOVERY (1989)
 FA3931
 FA3931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA3931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9453 ***********************************************************************
 AF9453  DESIGNATION -  42 DOP
 AF9453  PID         -  AF9453
 AF9453  STATE/COUNTY-  NC/STOKES
 AF9453  USGS QUAD   -  WALNUT COVE (1986)
 AF9453
 AF9453                         *CURRENT SURVEY CONTROL
 AF9453  ___________________________________________________________________
 AF9453* NAD 83(2001)-  36 16 05.67674(N)    080 13 21.35198(W)     ADJUSTED  
 AF9453* NAVD 88     -       202.37   (+/-2cm)     663.9    (feet)  VERTCON   
 AF9453  ___________________________________________________________________
 AF9453  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AF9453  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AF9453  HORZ ORDER  -  SECOND
 AF9453  VERT ORDER  -  THIRD (See Below)
 AF9453
 AF9453.The horizontal coordinates were established by classical geodetic methods
 AF9453.and adjusted by the National Geodetic Survey in August 2005.
 AF9453
 AF9453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9453.The vertical order pertains to the NGVD 29 superseded value.
 AF9453
 AF9453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9453
 AF9453.The geoid height was determined by GEOID03.
 AF9453
 AF9453;                    North         East     Units Scale Factor Converg.
 AF9453;SPC NC       -   280,041.697   499,741.306   MT  1.00002993   -0 42 20.3
 AF9453;SPC NC       -   918,770.13  1,639,567.93   sFT  1.00002993   -0 42 20.3
 AF9453;UTM  17      - 4,013,981.498   569,828.015   MT  0.99966008   +0 27 35.7
 AF9453
 AF9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9453!SPC NC       -   0.99997345  x   1.00002993  =   1.00000338
 AF9453!UTM  17      -   0.99997345  x   0.99966008  =   0.99963354
 AF9453
 AF9453                          SUPERSEDED SURVEY CONTROL
 AF9453
 AF9453  NAD 83(1986)-  36 16 05.68420(N)    080 13 21.35809(W) AD(       ) 2
 AF9453  NGVD 29 (07/20/98)  202.55   (m)          664.5    (f) LEVELING    3  
 AF9453
 AF9453.Superseded values are not recommended for survey control.
 AF9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9453.See file dsdata.txt to determine how the superseded data were derived.
 AF9453
 AF9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6982813981(NAD 83)
 AF9453_MARKER: DD = SURVEY DISK
 AF9453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF9453_SP_SET: CONCRETE ABUTMENT
 AF9453_STAMPING: 42 DOP 1962 664
 AF9453_MARK LOGO: USGS  
 AF9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9453+STABILITY: SURFACE MOTION
 AF9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9453+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1992
 AF9453
 AF9453  HISTORY     - Date     Condition        Report By
 AF9453  HISTORY     - 1962     MONUMENTED       USGS
 AF9453  HISTORY     - 19921221 GOOD             NCGS
 AF9453
 AF9453                          STATION DESCRIPTION
 AF9453
 AF9453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 AF9453'STATION IS LOCATED IN GERMANTON, AT THE NC 8 BRIDGE OVER TOWN FORK
 AF9453'CREEK IN THE EAST END OF THE NORTH BRIDGE ABUTMENT. MARK IS LEVEL WITH
 AF9453'THE HIGHWAY.  LOCATED 16.0 FT (4.9 M) EAST OF THE CENTERLINE OF THE
 AF9453'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5679 ***********************************************************************
 DG5679  DESIGNATION -  42 EGB
 DG5679  PID         -  DG5679
 DG5679  STATE/COUNTY-  NC/MECKLENBURG
 DG5679  USGS QUAD   -  FORT MILL (1993)
 DG5679
 DG5679                         *CURRENT SURVEY CONTROL
 DG5679  ___________________________________________________________________
 DG5679* NAD 83(1986)-  35 03 47.     (N)    080 52 38.     (W)     SCALED    
 DG5679* NAVD 88     -       163.224  (meters)     535.51   (feet)  ADJUSTED  
 DG5679  ___________________________________________________________________
 DG5679  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DG5679  DYNAMIC HT  -         163.074 (meters)     535.02  (feet)  COMP
 DG5679  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 DG5679
 DG5679  VERT ORDER  -  SECOND    CLASS II
 DG5679
 DG5679.The horizontal coordinates were scaled from a topographic map and have
 DG5679.an estimated accuracy of +/- 6 seconds.
 DG5679
 DG5679.The orthometric height was determined by differential leveling
 DG5679.and adjusted in January 2005.
 DG5679.No vertical observational check was made to the station.
 DG5679
 DG5679.The geoid height was determined by GEOID03.
 DG5679
 DG5679.The dynamic height is computed by dividing the NAVD 88
 DG5679.geopotential number by the normal gravity value computed on the
 DG5679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5679.degrees latitude (g = 980.6199 gals.).
 DG5679
 DG5679.The modeled gravity was interpolated from observed gravity values.
 DG5679
 DG5679;                    North         East    Units  Estimated Accuracy
 DG5679;SPC NC       -   147,280.      438,400.      MT  (+/- 180 meters Scaled)
 DG5679
 DG5679                          SUPERSEDED SURVEY CONTROL
 DG5679
 DG5679.No superseded survey control is available for this station.
 DG5679
 DG5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU111800(NAD 83)
 DG5679_MARKER: DB = BENCH MARK DISK
 DG5679_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG5679_SP_SET: BRIDGE WINGWALL
 DG5679_STAMPING: 42 EGB 1965 536
 DG5679_MARK LOGO: USGS  
 DG5679_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5679+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2008
 DG5679
 DG5679  HISTORY     - Date     Condition        Report By
 DG5679  HISTORY     - 1965     MONUMENTED       USGS
 DG5679  HISTORY     - 19990929 GOOD             NCGS
 DG5679  HISTORY     - 20080112 GOOD             NCDOT
 DG5679
 DG5679                          STATION DESCRIPTION
 DG5679
 DG5679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 DG5679'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTH-SOUTHEAST OF PINEVILLE,
 DG5679'IN THE EAST WINGWALL AT THE NORTH END OF THE BRIDGE OVER MCALPINE
 DG5679'CREEK. ALONG OLD US 521-LANCASTER HIGHWAY FOR 1.6 MILES (2.6 KM) SOUTH
 DG5679'FROM NC 51, IN PINEVILLE, ON THE EAST SIDE OF THE ROAD. LOCATED 19.0
 DG5679'FT (5.8 M) EAST OF THE CENTERLINE OF OLD US 521.
 DG5679
 DG5679                          STATION RECOVERY (2008)
 DG5679
 DG5679'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 DG5679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4129 ***********************************************************************
 AH4129  DESIGNATION -  42 HLZ
 AH4129  PID         -  AH4129
 AH4129  STATE/COUNTY-  NC/SURRY
 AH4129  USGS QUAD   -  COPELAND (1994)
 AH4129
 AH4129                         *CURRENT SURVEY CONTROL
 AH4129  ___________________________________________________________________
 AH4129* NAD 83(2001)-  36 20 34.25769(N)    080 39 06.62179(W)     ADJUSTED  
 AH4129* NAVD 88     -       357.52   (+/-2cm)    1173.0    (feet)  VERTCON   
 AH4129  ___________________________________________________________________
 AH4129  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AH4129  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AH4129  HORZ ORDER  -  SECOND
 AH4129  VERT ORDER  -  THIRD (See Below)
 AH4129
 AH4129.The horizontal coordinates were established by classical geodetic methods
 AH4129.and adjusted by the National Geodetic Survey in August 2005.
 AH4129
 AH4129.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4129.The vertical order pertains to the NGVD 29 superseded value.
 AH4129
 AH4129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4129
 AH4129.The geoid height was determined by GEOID03.
 AH4129
 AH4129;                    North         East     Units Scale Factor Converg.
 AH4129;SPC NC       -   288,877.922   461,311.462   MT  1.00005394   -0 57 12.2
 AH4129;SPC NC       -   947,760.32  1,513,486.02   sFT  1.00005394   -0 57 12.2
 AH4129;UTM  17      - 4,022,032.803   531,242.562   MT  0.99961203   +0 12 22.8
 AH4129
 AH4129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4129!SPC NC       -   0.99994915  x   1.00005394  =   1.00000309
 AH4129!UTM  17      -   0.99994915  x   0.99961203  =   0.99956120
 AH4129
 AH4129                          SUPERSEDED SURVEY CONTROL
 AH4129
 AH4129  NAD 83(1986)-  36 20 34.26536(N)    080 39 06.62797(W) AD(       ) 2
 AH4129  NGVD 29 (12/22/97)  357.67   (m)         1173.5    (f) LEVELING    3  
 AH4129
 AH4129.Superseded values are not recommended for survey control.
 AH4129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4129.See file dsdata.txt to determine how the superseded data were derived.
 AH4129
 AH4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3124322033(NAD 83)
 AH4129_MARKER: DB = BENCH MARK DISK
 AH4129_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4129+WITH SETTING: PAVEMENT
 AH4129_SP_SET: CONCRETE GAS ISLAND
 AH4129_STAMPING: 42 HLZ 1969
 AH4129_MARK LOGO: USGS  
 AH4129_PROJECTION: FLUSH
 AH4129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4129+STABILITY: SURFACE MOTION
 AH4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4129+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1995
 AH4129
 AH4129  HISTORY     - Date     Condition        Report By
 AH4129  HISTORY     - 1995     MONUMENTED       NCGS
 AH4129  HISTORY     - 19951113 GOOD             NCGS
 AH4129
 AH4129                          STATION DESCRIPTION
 AH4129
 AH4129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0432 ***********************************************************************
 EZ0432  DESIGNATION -  42 JS 10
 EZ0432  PID         -  EZ0432
 EZ0432  STATE/COUNTY-  NC/CUMBERLAND
 EZ0432  USGS QUAD   -  VANDER (1987)
 EZ0432
 EZ0432                         *CURRENT SURVEY CONTROL
 EZ0432  ___________________________________________________________________
 EZ0432* NAD 83(1986)-  35 00 30.     (N)    078 49 22.     (W)     SCALED    
 EZ0432* NAVD 88     -        27.308  (meters)      89.59   (feet)  ADJUSTED  
 EZ0432  ___________________________________________________________________
 EZ0432  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EZ0432  DYNAMIC HT  -          27.283 (meters)      89.51  (feet)  COMP
 EZ0432  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 EZ0432
 EZ0432  VERT ORDER  -  SECOND    CLASS 0
 EZ0432
 EZ0432.The horizontal coordinates were scaled from a topographic map and have
 EZ0432.an estimated accuracy of +/- 6 seconds.
 EZ0432
 EZ0432.The orthometric height was determined by differential leveling
 EZ0432.and adjusted in June 1991.
 EZ0432
 EZ0432.The geoid height was determined by GEOID03.
 EZ0432
 EZ0432.The dynamic height is computed by dividing the NAVD 88
 EZ0432.geopotential number by the normal gravity value computed on the
 EZ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0432.degrees latitude (g = 980.6199 gals.).
 EZ0432
 EZ0432.The modeled gravity was interpolated from observed gravity values.
 EZ0432
 EZ0432;                    North         East    Units  Estimated Accuracy
 EZ0432;SPC NC       -   139,600.      625,780.      MT  (+/- 180 meters Scaled)
 EZ0432
 EZ0432                          SUPERSEDED SURVEY CONTROL
 EZ0432
 EZ0432  NGVD 29 (??/??/92)   27.576  (m)           90.47   (f) ADJ UNCH    2 0
 EZ0432
 EZ0432.Superseded values are not recommended for survey control.
 EZ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0432.See file dsdata.txt to determine how the superseded data were derived.
 EZ0432
 EZ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU986761(NAD 83)
 EZ0432_MARKER: DE = TRAVERSE STATION DISK
 EZ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0432_STAMPING: 42 JS 10 1964
 EZ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0432+STABILITY: SURFACE MOTION
 EZ0432
 EZ0432  HISTORY     - Date     Condition        Report By
 EZ0432  HISTORY     - 1964     MONUMENTED       NCHPWC
 EZ0432  HISTORY     - 1972     GOOD             NCGS
 EZ0432  HISTORY     - 1974     GOOD             NCHPWC
 EZ0432
 EZ0432                          STATION DESCRIPTION
 EZ0432
 EZ0432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0432'4.4 MI SE FROM FAYETTEVILLE.
 EZ0432'TO REACH STATION FROM INTERSECTION OF NC 24 (CLINTON RD.) AND NC
 EZ0432'210-53 (CEDAR CREEK RD.) IN E. FAYETTEVILLE, PROCEED SSE ALONG NC
 EZ0432'210-53 FOR 3.3 MILES TO STATION ON LEFT AT E END OF BRICK WALL,
 EZ0432'AND ACROSS NC 210-53 AND IN LINE WITH W EDGE OF SR 2007 LEADING
 EZ0432'SOUTH, AND 0.25 MILE W OF JUDSON BAPTIST CHURCH, 23.5 FT NNW OF C/L
 EZ0432'OF NC 210-53, 49.0 FT SE OF N AND C IN 6 INCH HOLLY, 57.0 FT SW
 EZ0432'OF N AND C IN 6 INCH PECAN, AND 1.2 FT E OF E END OF BRICK WALL.
 EZ0432'DISK IS SET IN CONCRETE POST FLUSH WITH THE GROUND.
 EZ0432
 EZ0432                          STATION RECOVERY (1974)
 EZ0432
 EZ0432'RECOVERY NOTE BY NC HWY AND P W COMM 1974
 EZ0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0433 ***********************************************************************
 EZ0433  DESIGNATION -  42 JS 11
 EZ0433  PID         -  EZ0433
 EZ0433  STATE/COUNTY-  NC/CUMBERLAND
 EZ0433  USGS QUAD   -  VANDER (1987)
 EZ0433
 EZ0433                         *CURRENT SURVEY CONTROL
 EZ0433  ___________________________________________________________________
 EZ0433* NAD 83(1986)-  35 00 28.     (N)    078 49 06.     (W)     SCALED    
 EZ0433* NAVD 88     -        29.189  (meters)      95.76   (feet)  ADJUSTED  
 EZ0433  ___________________________________________________________________
 EZ0433  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EZ0433  DYNAMIC HT  -          29.163 (meters)      95.68  (feet)  COMP
 EZ0433  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EZ0433
 EZ0433  VERT ORDER  -  SECOND    CLASS 0
 EZ0433
 EZ0433.The horizontal coordinates were scaled from a topographic map and have
 EZ0433.an estimated accuracy of +/- 6 seconds.
 EZ0433
 EZ0433.The orthometric height was determined by differential leveling
 EZ0433.and adjusted in June 1991.
 EZ0433
 EZ0433.The geoid height was determined by GEOID03.
 EZ0433
 EZ0433.The dynamic height is computed by dividing the NAVD 88
 EZ0433.geopotential number by the normal gravity value computed on the
 EZ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0433.degrees latitude (g = 980.6199 gals.).
 EZ0433
 EZ0433.The modeled gravity was interpolated from observed gravity values.
 EZ0433
 EZ0433;                    North         East    Units  Estimated Accuracy
 EZ0433;SPC NC       -   139,540.      626,180.      MT  (+/- 180 meters Scaled)
 EZ0433
 EZ0433                          SUPERSEDED SURVEY CONTROL
 EZ0433
 EZ0433  NGVD 29 (??/??/92)   29.458  (m)           96.65   (f) ADJ UNCH    2 0
 EZ0433
 EZ0433.Superseded values are not recommended for survey control.
 EZ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0433.See file dsdata.txt to determine how the superseded data were derived.
 EZ0433
 EZ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU990760(NAD 83)
 EZ0433_MARKER: DE = TRAVERSE STATION DISK
 EZ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0433_STAMPING: 42 JS 11 1964
 EZ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0433+STABILITY: SURFACE MOTION
 EZ0433
 EZ0433  HISTORY     - Date     Condition        Report By
 EZ0433  HISTORY     - 1964     MONUMENTED       NCHPWC
 EZ0433  HISTORY     - 1972     GOOD             NCGS
 EZ0433  HISTORY     - 1974     GOOD             NCHPWC
 EZ0433
 EZ0433                          STATION DESCRIPTION
 EZ0433
 EZ0433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0433'4.6 MI SE FROM FAYETTEVILLE.
 EZ0433'TO REACH STATION FROM INTERSECTION OF NC 24 (CLINTON RD.) AND NC
 EZ0433'210-53 (CEDAR CREEK RD.) IN E. FAYETTEVILLE, PROCEED SSE ALONG
 EZ0433'NC 210-53 FOR 3.5 MILES TO INTERSECTION WITH SR 2008 AND STATION
 EZ0433'IN NW QUADRANT, AND IN SE CORNER OF JUDSON BAPTIST CHURCH PROPERTY,
 EZ0433'39.7 FT NE OF C/L OF NC 210-53, 41.3 FT SE OF N AND C IN 12 INCH
 EZ0433'OAK AND 46.0 FT W OF N AND C IN 15 INCH SWEETGUM.  DISK IS SET
 EZ0433'IN CONCRETE POST FLUSH WITH THE GROUND.
 EZ0433
 EZ0433                          STATION RECOVERY (1974)
 EZ0433
 EZ0433'RECOVERY NOTE BY NC HWY AND P W COMM 1974
 EZ0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0398 ***********************************************************************
 EZ0398  DESIGNATION -  42 JS 15
 EZ0398  PID         -  EZ0398
 EZ0398  STATE/COUNTY-  NC/CUMBERLAND
 EZ0398  USGS QUAD   -  VANDER (1987)
 EZ0398
 EZ0398                         *CURRENT SURVEY CONTROL
 EZ0398  ___________________________________________________________________
 EZ0398* NAD 83(2001)-  35 05 44.32146(N)    078 46 37.50403(W)     ADJUSTED  
 EZ0398* NAVD 88     -        45.189  (meters)     148.26   (feet)  ADJUSTED  
 EZ0398  ___________________________________________________________________
 EZ0398  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 EZ0398  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EZ0398  DYNAMIC HT  -          45.147 (meters)     148.12  (feet)  COMP
 EZ0398  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 EZ0398
 EZ0398  HORZ ORDER  -  SECOND
 EZ0398  VERT ORDER  -  SECOND    CLASS 0
 EZ0398
 EZ0398.The horizontal coordinates were established by classical geodetic methods
 EZ0398.and adjusted by the National Geodetic Survey in August 2005.
 EZ0398
 EZ0398.The orthometric height was determined by differential leveling
 EZ0398.and adjusted in June 1991.
 EZ0398
 EZ0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0398
 EZ0398.The geoid height was determined by GEOID03.
 EZ0398
 EZ0398.The dynamic height is computed by dividing the NAVD 88
 EZ0398.geopotential number by the normal gravity value computed on the
 EZ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0398.degrees latitude (g = 980.6199 gals.).
 EZ0398
 EZ0398.The modeled gravity was interpolated from observed gravity values.
 EZ0398
 EZ0398;                    North         East     Units Scale Factor Converg.
 EZ0398;SPC NC       -   149,295.150   629,924.533   MT  0.99987628   +0 07 43.2
 EZ0398;SPC NC       -   489,812.50  2,066,677.41   sFT  0.99987628   +0 07 43.2
 EZ0398;UTM  17      - 3,885,910.371   702,625.779   MT  1.00010603   +1 16 42.5
 EZ0398
 EZ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0398!SPC NC       -   0.99999820  x   0.99987628  =   0.99987448
 EZ0398!UTM  17      -   0.99999820  x   1.00010603  =   1.00010423
 EZ0398
 EZ0398:                Primary Azimuth Mark                     Grid Az
 EZ0398:SPC NC       -  TOWN                                     028 04 53.1
 EZ0398:UTM  17      -  TOWN                                     026 55 53.8
 EZ0398
 EZ0398|---------------------------------------------------------------------|
 EZ0398| PID    Reference Object                     Distance      Geod. Az  |
 EZ0398|                                                           dddmmss.s |
 EZ0398| EZ4827 TOWN                                APPROX. 1.9 KM 0281236.3 |
 EZ0398|---------------------------------------------------------------------|
 EZ0398
 EZ0398                          SUPERSEDED SURVEY CONTROL
 EZ0398
 EZ0398  NAD 83(1986)-  35 05 44.33147(N)    078 46 37.51242(W) AD(       ) 2
 EZ0398  NAD 27      -  35 05 43.74061(N)    078 46 38.42609(W) AD(       ) 2
 EZ0398  NGVD 29 (??/??/92)   45.459  (m)          149.14   (f) ADJ UNCH    2 0
 EZ0398
 EZ0398.Superseded values are not recommended for survey control.
 EZ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0398.See file dsdata.txt to determine how the superseded data were derived.
 EZ0398
 EZ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0262685910(NAD 83)
 EZ0398_MARKER: DD = SURVEY DISK
 EZ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0398_STAMPING: 42 JS 15 1964
 EZ0398_MARK LOGO: NCDOT 
 EZ0398_PROJECTION: FLUSH
 EZ0398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0398+STABILITY: SURFACE MOTION
 EZ0398
 EZ0398  HISTORY     - Date     Condition        Report By
 EZ0398  HISTORY     - 1965     MONUMENTED       NCDOT
 EZ0398  HISTORY     - 1972     GOOD             NCGS
 EZ0398  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0398  HISTORY     - 20050119 MARK NOT FOUND   USPSQD
 EZ0398
 EZ0398                          STATION DESCRIPTION
 EZ0398
 EZ0398'DESCRIBED BY 
NC DOT 1965 (ESL)
 EZ0398'42JS-15 IS A N. C. HIGHWAY MARKER LOCATED IN THE VICINITY OF
 EZ0398'DUNN, NORTH CAROLINA.
 EZ0398'
 EZ0398'42JS-15 IS 6.4 MILES NE OF FAYETTEVILLE.  LOCATED 2.3 MILES
 EZ0398'SW ALONG I 95 FROM BRIDGE ON U.S. 13.  1.0 MILE NE OF BRIDGE
 EZ0398'OVER U.S. 301.  AND AT THE SE CORNER OF BRIDGE OVER I 95 ON SR
 EZ0398'1828.
 EZ0398'
 EZ0398'STATION MARK IS A PRECAST MARKER STAMPED 42JS-15, SET FLUSH
 EZ0398'WITH THE SURFACE OF THE GROUND.
 EZ0398'
 EZ0398'MARK IS
 EZ0398'
 EZ0398'14.8 FT SW OF C/L OF SR 1828
 EZ0398'
 EZ0398'2.0 FT E OF SE BRIDGE ABUTMENT
 EZ0398'
 EZ0398'2.7 FT E OF SE WING WALL
 EZ0398'
 EZ0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0398
 EZ0398                          STATION RECOVERY (1972)
 EZ0398
 EZ0398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0398'6.4 MI ENE FROM FAYETTEVILLE.
 EZ0398'TO REACH STATION FROM JUNCTION OF I-95 AND U.S. 301 AT I-95
 EZ0398'BRIDGE OVER SR 1838 NEAR SMALL COMMUNITY OF EASTOVER, PROCEED
 EZ0398'NE ALONG I-95 FOR 0.85 MI. TO INTERSECTION WITH SR 1828 AND
 EZ0398'STATION IN SE QUADRANT, 0.35 MI. E ALONG SR 1828 FROM INTERSECTION
 EZ0398'WITH U.S. 301 IN COMMUNITY OF EASTOVER, 104.0 FT SE OF C/L OF
 EZ0398'BRIDGE, AND 2.0 FT ESE OF CHISELED X IN END OF BRIDGE RAIL.
 EZ0398'DISK IS SET FLUSH WITH THE GROUND.
 EZ0398
 EZ0398                          STATION RECOVERY (1985)
 EZ0398
 EZ0398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0398'STATION WAS SEARCHED FOR BUT NOT FOUND.  HAS PROBABLY BEEN DESTROYED
 EZ0398'BY GRADING FOR A NEW WIDER AND LONGER BRIDGE.
 EZ0398
 EZ0398                          STATION RECOVERY (2005)
 EZ0398
 EZ0398'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0398'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0739 ***********************************************************************
 EB0739  DESIGNATION -  42 JS 9
 EB0739  PID         -  EB0739
 EB0739  STATE/COUNTY-  NC/CUMBERLAND
 EB0739  USGS QUAD   -  CEDAR CREEK (1986)
 EB0739
 EB0739                         *CURRENT SURVEY CONTROL
 EB0739  ___________________________________________________________________
 EB0739* NAD 83(1986)-  34 58 59.     (N)    078 51 08.     (W)     SCALED    
 EB0739* NAVD 88     -        24.364  (meters)      79.93   (feet)  ADJUSTED  
 EB0739  ___________________________________________________________________
 EB0739  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EB0739  DYNAMIC HT  -          24.341 (meters)      79.86  (feet)  COMP
 EB0739  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 EB0739
 EB0739  VERT ORDER  -  SECOND    CLASS II
 EB0739
 EB0739.The horizontal coordinates were scaled from a topographic map and have
 EB0739.an estimated accuracy of +/- 6 seconds.
 EB0739
 EB0739.The orthometric height was determined by differential leveling
 EB0739.and adjusted in June 1991.
 EB0739
 EB0739.The geoid height was determined by GEOID03.
 EB0739
 EB0739.The dynamic height is computed by dividing the NAVD 88
 EB0739.geopotential number by the normal gravity value computed on the
 EB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0739.degrees latitude (g = 980.6199 gals.).
 EB0739
 EB0739.The modeled gravity was interpolated from observed gravity values.
 EB0739
 EB0739;                    North         East    Units  Estimated Accuracy
 EB0739;SPC NC       -   136,790.      623,090.      MT  (+/- 180 meters Scaled)
 EB0739
 EB0739                          SUPERSEDED SURVEY CONTROL
 EB0739
 EB0739  NGVD 29 (??/??/92)   24.621  (m)           80.78   (f) ADJ UNCH    2 2
 EB0739
 EB0739.Superseded values are not recommended for survey control.
 EB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0739.See file dsdata.txt to determine how the superseded data were derived.
 EB0739
 EB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU960732(NAD 83)
 EB0739_MARKER: DE = TRAVERSE STATION DISK
 EB0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0739_STAMPING: 42 JS 9 1964
 EB0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0739+STABILITY: SURFACE MOTION
 EB0739
 EB0739  HISTORY     - Date     Condition        Report By
 EB0739  HISTORY     - 1964     MONUMENTED       NCHPWC
 EB0739  HISTORY     - 1974     GOOD             NCGS
 EB0739  HISTORY     - 19910503 MARK NOT FOUND   USPSQD
 EB0739  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 EB0739
 EB0739                          STATION DESCRIPTION
 EB0739
 EB0739'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0739'5.0 MI SSE FROM FAYETTEVILLE.
 EB0739'TO REACH STATION FROM THE NC 87 BRIDGE OVER U.S. 301, PROCEED
 EB0739'SOUTHERLY ALONG NC 87 FOR 3.80 MILES TO STATION ON THE LEFT IN
 EB0739'FRONT OF A ONE STORY WHITE BLOCK HOUSE, AND 1.30 MILES NORTH OF
 EB0739'INTERSECTION WITH SR 2218, 43.7 FT EAST OF C/L OF NC 87, 61.2 FT
 EB0739'NORTH OF C/L OF DIRT DRIVEWAY LEADING TO A ONE STORY WHITE BLOCK
 EB0739'HOUSE, AND 0.8 FT EAST OF PP 143 W/ALUMINUM REF. TAG.  DISK IS
 EB0739'SET IN PRECAST MONUMENT, 1 INCH ABOVE THE GROUND.
 EB0739
 EB0739                          STATION RECOVERY (1991)
 EB0739
 EB0739'RECOVERY NOTE BY US POWER SQUADRON 1991 (HP)
 EB0739'MARK NOT FOUND.
 EB0739
 EB0739                          STATION RECOVERY (2005)
 EB0739
 EB0739'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB0739'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9249 ***********************************************************************
 DE9249  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9249  DESIGNATION -  42W 200
 DE9249  PID         -  DE9249
 DE9249  STATE/COUNTY-  NC/GUILFORD
 DE9249  USGS QUAD   -  GREENSBORO (1994)
 DE9249
 DE9249                         *CURRENT SURVEY CONTROL
 DE9249  ___________________________________________________________________
 DE9249* NAD 83(2007)-  36 02 35.83256(N)    079 49 49.17580(W)     ADJUSTED  
 DE9249* NAVD 88     -       233.28   (meters)     765.4    (feet)  GPS OBS   
 DE9249  ___________________________________________________________________
 DE9249  EPOCH DATE  -        2002.00
 DE9249  X           -     911,658.445 (meters)                     COMP
 DE9249  Y           -  -5,082,217.623 (meters)                     COMP
 DE9249  Z           -   3,732,195.474 (meters)                     COMP
 DE9249  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 DE9249  ELLIP HEIGHT-         202.400 (meters)          (02/10/07) ADJUSTED
 DE9249  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DE9249
 DE9249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9249  Type    PID    Designation                      North   East  Ellip
 DE9249  -------------------------------------------------------------------
 DE9249  NETWORK DE9249 42W 200                           1.63   1.35   2.43
 DE9249  -------------------------------------------------------------------
 DE9249
 DE9249.The horizontal coordinates were established by GPS observations
 DE9249.and adjusted by the National Geodetic Survey in February 2007.
 DE9249
 DE9249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9249.The horizontal coordinates are valid at the epoch date displayed above.
 DE9249.The epoch date for horizontal control is a decimal equivalence
 DE9249.of Year/Month/Day.
 DE9249
 DE9249.The orthometric height was determined by GPS observations and a
 DE9249.high-resolution geoid model.
 DE9249.The orthometric height was determined by GPS observations and a
 DE9249.high-resolution geoid model using precise GPS observation and
 DE9249.processing techniques.
 DE9249
 DE9249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9249
 DE9249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9249
 DE9249.The ellipsoidal height was determined by GPS observations
 DE9249.and is referenced to NAD 83.
 DE9249
 DE9249.The geoid height was determined by GEOID03.
 DE9249
 DE9249;                    North         East     Units Scale Factor Converg.
 DE9249;SPC NC       -   254,716.530   534,780.119   MT  0.99996790   -0 28 45.3
 DE9249;SPC NC       -   835,682.48  1,754,524.44   sFT  0.99996790   -0 28 45.3
 DE9249;UTM  17      - 3,989,382.477   605,364.512   MT  0.99973679   +0 41 17.9
 DE9249
 DE9249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9249!SPC NC       -   0.99996823  x   0.99996790  =   0.99993614
 DE9249!UTM  17      -   0.99996823  x   0.99973679  =   0.99970503
 DE9249
 DE9249:                Primary Azimuth Mark                     Grid Az
 DE9249:SPC NC       -  43E 200                                  286 18 40.2
 DE9249:UTM  17      -  43E 200                                  285 08 37.0
 DE9249
 DE9249|---------------------------------------------------------------------|
 DE9249| PID    Reference Object                     Distance      Geod. Az  |
 DE9249|                                                           dddmmss.s |
 DE9249| DE9248 43E 200                             452.604 METERS 2854954.9 |
 DE9249|---------------------------------------------------------------------|
 DE9249
 DE9249                          SUPERSEDED SURVEY CONTROL
 DE9249
 DE9249  NAD 83(2001)-  36 02 35.83284(N)    079 49 49.17555(W) AD(       ) 1
 DE9249  ELLIP H (03/13/03)  202.400  (m)                       GP(       ) 4 2
 DE9249  NAD 83(1986)-  36 02 35.83875(N)    079 49 49.18295(W) AD(       ) 1
 DE9249
 DE9249.Superseded values are not recommended for survey control.
 DE9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9249.See file dsdata.txt to determine how the superseded data were derived.
 DE9249
 DE9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0536589382(NAD 83)
 DE9249_MARKER: DD = SURVEY DISK
 DE9249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9249_STAMPING: 42W.200 7/97
 DE9249_MARK LOGO: NC1940
 DE9249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9249+STABILITY: SURFACE MOTION
 DE9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9249+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9249
 DE9249  HISTORY     - Date     Condition        Report By
 DE9249  HISTORY     - 1997     MONUMENTED       NC1940
 DE9249
 DE9249                          STATION DESCRIPTION
 DE9249
 DE9249'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9249'STATION IS LOCATED IN GREENSBORO, ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE
 DE9249'CITY-COUNTY DOWNTOWN COMPLEX, AT THE EAST END OF EMERALD DRIVE.
 DE9249'PROCEED ALONG HIGH POINT ROAD FOR 0.5 MI (0.8 KM) NORTHEAST FROM THE
 DE9249'I-40 OVERPASS, THENCE RIGHT/SOUTH FOR 0.5 MI (0.8 KM) ALONG VANSTORY
 DE9249'STREET, THENCE LEFT/EAST FOR 0.1 MI (0.2 KM) ALONG EMERALD DRIVE TO 90
 DE9249'DEGREE-RIGHT TURN (STREET BECOMES CRESTRIDGE ROAD AT CURVE), STATION
 DE9249'IS ON LEFT/NORTH SIDE OF EMERALD DRIVE BETWEEN STREET AND A CREEK.
 DE9249'MARK IS ABOUT 1/2-FOOT LOWER THAN ROAD AND FLUSH WITH THE GROUND.
 DE9249'LOCATED 30.5 FT (9.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF EMERALD
 DE9249'DRIVE, 14.0 FT (4.3 M) WEST-NORTHWEST OF POWER POLE WITH TRANSFORMER,
 DE9249'86.2 FT (26.3 M) WEST OF A SEWER MANHOLE ON 1-FOOT RISER, 52.0 FT
 DE9249'(15.8 M) NORTHWEST OF SEWER MANHOLE (NEAR STREET CURB), AND 39.2 FT
 DE9249'(11.9 M) SOUTH-SOUTHWEST OF TOP OF CREEK BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5678 ***********************************************************************
 DG5678  DESIGNATION -  43 EGB
 DG5678  PID         -  DG5678
 DG5678  STATE/COUNTY-  NC/MECKLENBURG
 DG5678  USGS QUAD   -  FORT MILL (1993)
 DG5678
 DG5678                         *CURRENT SURVEY CONTROL
 DG5678  ___________________________________________________________________
 DG5678* NAD 83(1986)-  35 04 45.     (N)    080 53 07.     (W)     SCALED    
 DG5678* NAVD 88     -       170.283  (meters)     558.67   (feet)  ADJUSTED  
 DG5678  ___________________________________________________________________
 DG5678  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DG5678  DYNAMIC HT  -         170.128 (meters)     558.16  (feet)  COMP
 DG5678  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 DG5678
 DG5678  VERT ORDER  -  SECOND    CLASS II
 DG5678
 DG5678.The horizontal coordinates were scaled from a topographic map and have
 DG5678.an estimated accuracy of +/- 6 seconds.
 DG5678
 DG5678.The orthometric height was determined by differential leveling
 DG5678.and adjusted in January 2005.
 DG5678.No vertical observational check was made to the station.
 DG5678
 DG5678.The geoid height was determined by GEOID03.
 DG5678
 DG5678.The dynamic height is computed by dividing the NAVD 88
 DG5678.geopotential number by the normal gravity value computed on the
 DG5678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5678.degrees latitude (g = 980.6199 gals.).
 DG5678
 DG5678.The modeled gravity was interpolated from observed gravity values.
 DG5678
 DG5678;                    North         East    Units  Estimated Accuracy
 DG5678;SPC NC       -   149,080.      437,700.      MT  (+/- 180 meters Scaled)
 DG5678
 DG5678                          SUPERSEDED SURVEY CONTROL
 DG5678
 DG5678.No superseded survey control is available for this station.
 DG5678
 DG5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU104818(NAD 83)
 DG5678_MARKER: DB = BENCH MARK DISK
 DG5678_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG5678_SP_SET: WINGWALL
 DG5678_STAMPING: 43 EGB 1965 558
 DG5678_MARK LOGO: USGS  
 DG5678_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5678+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2008
 DG5678
 DG5678  HISTORY     - Date     Condition        Report By
 DG5678  HISTORY     - 1965     MONUMENTED       USGS
 DG5678  HISTORY     - 19990929 GOOD             NCGS
 DG5678  HISTORY     - 20080112 GOOD             NCDOT
 DG5678
 DG5678                          STATION DESCRIPTION
 DG5678
 DG5678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 DG5678'STATION IS LOCATED ABOUT 0.4 MILES (0.6 KM) SOUTH-SOUTHEAST OF
 DG5678'PINEVILLE, IN THE WEST WINGWALL AT THE SOUTH END OF THE BRIDGE OVER
 DG5678'LITTLE SUGAR CREEK. ALONG OLD US 521-LANCASTER HIGHWAY FOR 0.4 MILES
 DG5678'(0.6 KM) SOUTH FROM NC 51, IN PINEVILLE, ON THE WEST SIDE OF THE ROAD.
 DG5678'LOCATED 19.0 FT (5.8 M) WEST OF THE CENTERLINE OF OLD US 521.
 DG5678
 DG5678                          STATION RECOVERY (2008)
 DG5678
 DG5678'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 DG5678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1310 ***********************************************************************
 FY1310  DESIGNATION -  43 HLZ
 FY1310  PID         -  FY1310
 FY1310  STATE/COUNTY-  NC/ALAMANCE
 FY1310  USGS QUAD   -  OSSIPEE (1970)
 FY1310
 FY1310                         *CURRENT SURVEY CONTROL
 FY1310  ___________________________________________________________________
 FY1310* NAD 83(1986)-  36 09 54.     (N)    079 30 40.     (W)     SCALED    
 FY1310* NAVD 88     -       198.606  (meters)     651.59   (feet)  ADJUSTED  
 FY1310  ___________________________________________________________________
 FY1310  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FY1310  DYNAMIC HT  -         198.448 (meters)     651.07  (feet)  COMP
 FY1310  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 FY1310
 FY1310  VERT ORDER  -  SECOND    CLASS 0
 FY1310
 FY1310.The horizontal coordinates were scaled from a topographic map and have
 FY1310.an estimated accuracy of +/- 6 seconds.
 FY1310
 FY1310.The orthometric height was determined by differential leveling
 FY1310.and adjusted in June 1991.
 FY1310
 FY1310.The geoid height was determined by GEOID03.
 FY1310
 FY1310.The dynamic height is computed by dividing the NAVD 88
 FY1310.geopotential number by the normal gravity value computed on the
 FY1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1310.degrees latitude (g = 980.6199 gals.).
 FY1310
 FY1310.The modeled gravity was interpolated from observed gravity values.
 FY1310
 FY1310;                    North         East    Units  Estimated Accuracy
 FY1310;SPC NC       -   268,030.      563,610.      MT  (+/- 180 meters Scaled)
 FY1310
 FY1310                          SUPERSEDED SURVEY CONTROL
 FY1310
 FY1310  NGVD 29 (??/??/92)  198.858  (m)          652.42   (f) ADJ UNCH    2 0
 FY1310
 FY1310.Superseded values are not recommended for survey control.
 FY1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1310.See file dsdata.txt to determine how the superseded data were derived.
 FY1310
 FY1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA339032(NAD 83)
 FY1310_MARKER: DD = SURVEY DISK
 FY1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1310_SP_SET: HEADWALL
 FY1310_STAMPING: 43 HLZ 1967 653
 FY1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1310
 FY1310  HISTORY     - Date     Condition        Report By
 FY1310  HISTORY     - 1967     MONUMENTED       USGS
 FY1310  HISTORY     - 1973     GOOD             USGS
 FY1310  HISTORY     - 1987     GOOD             USPSQD
 FY1310
 FY1310                          STATION DESCRIPTION
 FY1310
 FY1310'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FY1310'1.4 MI S FROM ALTAMAHAW.
 FY1310'STATION 43 HLZ IS 6.4 MILES NW OF BURLINGTON, ON SOUTH SIDE
 FY1310'OF OSSIPEE COMMUNITY, AT THE Y INTERSECTION OF NC 87 AND SR 1558,
 FY1310'0.55 MILES SOUTH OF NC 87 BRIDGE OVER REEDY FORK CREEK, IN NE
 FY1310'CORNER OF TRIANGLE SHAPED INTERSECTION, AND IN WEST END OF
 FY1310'8 FT HEADWALL, AND ABOUT 6.0 FT BELOW SHOULDER OF ROAD, 38.6
 FY1310'FT SW OF C/L OF NC 87, 29.0 FT SSE OF C/L OF NC 87 AND SR 1558
 FY1310'CONNECTOR, 1.2 FT ESE OF WEST END OF HEADWALL, AND 10.5 FT
 FY1310'SSE OF 4 X 4 STOP SIGN POST W/ALUMINUM REF. TAG.  DISK IS SET
 FY1310'FLUSH IN A DRILLED HOLE IN A CONCRETE HEADWALL.
 FY1310
 FY1310                          STATION RECOVERY (1987)
 FY1310
 FY1310'RECOVERY NOTE BY US POWER SQUADRON 1987 (CRH)
 FY1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4579 ***********************************************************************
 AE4579  DESIGNATION -  43 JAS
 AE4579  PID         -  AE4579
 AE4579  STATE/COUNTY-  NC/IREDELL
 AE4579  USGS QUAD   -  MOORESVILLE (1993)
 AE4579
 AE4579                         *CURRENT SURVEY CONTROL
 AE4579  ___________________________________________________________________
 AE4579* NAD 83(2007)-  35 32 34.80400(N)    080 48 21.62041(W)     ADJUSTED  
 AE4579* NAVD 88     -       257.8    (meters)     846.     (feet)  GPS OBS   
 AE4579  ___________________________________________________________________
 AE4579  EPOCH DATE  -        2002.00
 AE4579  X           -     830,176.823 (meters)                     COMP
 AE4579  Y           -  -5,129,072.903 (meters)                     COMP
 AE4579  Z           -   3,687,182.756 (meters)                     COMP
 AE4579  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 AE4579  ELLIP HEIGHT-         226.536 (meters)          (02/10/07) ADJUSTED
 AE4579  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AE4579
 AE4579  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4579  Type    PID    Designation                      North   East  Ellip
 AE4579  -------------------------------------------------------------------
 AE4579  NETWORK AE4579 43 JAS                            1.04   1.00   1.53
 AE4579  -------------------------------------------------------------------
 AE4579
 AE4579.The horizontal coordinates were established by GPS observations
 AE4579.and adjusted by the National Geodetic Survey in February 2007.
 AE4579
 AE4579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4579.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4579.The horizontal coordinates are valid at the epoch date displayed above.
 AE4579.The epoch date for horizontal control is a decimal equivalence
 AE4579.of Year/Month/Day.
 AE4579
 AE4579.The orthometric height was determined by GPS observations and a
 AE4579.high-resolution geoid model.
 AE4579
 AE4579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4579
 AE4579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4579
 AE4579.The ellipsoidal height was determined by GPS observations
 AE4579.and is referenced to NAD 83.
 AE4579
 AE4579.The geoid height was determined by GEOID03.
 AE4579
 AE4579;                    North         East     Units Scale Factor Converg.
 AE4579;SPC NC       -   200,388.263   445,858.590   MT  0.99988547   -1 02 32.5
 AE4579;SPC NC       -   657,440.49  1,462,787.72   sFT  0.99988547   -1 02 32.5
 AE4579;UTM  17      - 3,933,279.833   517,584.576   MT  0.99960381   +0 06 46.0
 AE4579
 AE4579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4579!SPC NC       -   0.99996444  x   0.99988547  =   0.99984992
 AE4579!UTM  17      -   0.99996444  x   0.99960381  =   0.99956827
 AE4579
 AE4579                          SUPERSEDED SURVEY CONTROL
 AE4579
 AE4579  NAD 83(2001)-  35 32 34.80441(N)    080 48 21.62058(W) AD(       ) 1
 AE4579  ELLIP H (03/13/03)  226.534  (m)                       GP(       ) 4 2
 AE4579  NAD 83(1986)-  35 32 34.81734(N)    080 48 21.62771(W) AD(       ) 1
 AE4579
 AE4579.Superseded values are not recommended for survey control.
 AE4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4579.See file dsdata.txt to determine how the superseded data were derived.
 AE4579
 AE4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1758533280(NAD 83)
 AE4579_MARKER: DB = BENCH MARK DISK
 AE4579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE4579_STAMPING: 43 JAS 1965 846
 AE4579_MARK LOGO: USGS  
 AE4579_PROJECTION: FLUSH
 AE4579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4579+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 AE4579_ROD/PIPE-DEPTH: 16.8 meters
 AE4579
 AE4579  HISTORY     - Date     Condition        Report By
 AE4579  HISTORY     - 1965     MONUMENTED       USGS
 AE4579  HISTORY     - 19920506 GOOD             NCGS
 AE4579
 AE4579                          STATION DESCRIPTION
 AE4579
 AE4579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE4579'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MOORESVILLE AND 2.3
 AE4579'MI (3.7 KM) EAST OF MOUNT MOURNE. PROCEED ALONG NC 115 FOR 0.05 MI
 AE4579'(0.08 KM) NORTH FROM THE POST OFFICE AND FIRE DEPARTMENT BUILDING IN
 AE4579'MOUNT MOURNE, THENCE EAST FOR 2.85 MI (4.59 KM) ALONG SR 1136 (FAITH
 AE4579'ROAD) TO SR 1125 (SHEARERS CHAPEL ROAD)AND THE STATION, ON THE
 AE4579'NORTHWEST SIDE OF THE T-INTERSECTION. MARK IS ABOUT LEVEL WITH THE
 AE4579'ROAD AND PROJECTS 10 INCHES ABOVE GROUND. LOCATED 28.5 FT (8.7 M)
 AE4579'NORTH OF THE CENTERLINE OF SR 1136, 138.0 FT (42.1 M) WEST OF THE
 AE4579'NORTH END OF A CULVERT, 0.5 FT (0.2 M) SOUTH OF A METAL WITNESS POST,
 AE4579'178.5 FT (54.4 M) WEST OF THE CENTERLINE INTERSECTION OF SR 1125 AND
 AE4579'SR 1136, AND 4.0 FT (1.2 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A
 AE4579'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2543 ***********************************************************************
 FB2543  DESIGNATION -  43 WCE
 FB2543  PID         -  FB2543
 FB2543  STATE/COUNTY-  NC/HAYWOOD
 FB2543  USGS QUAD   -  SYLVA NORTH (1978)
 FB2543
 FB2543                         *CURRENT SURVEY CONTROL
 FB2543  ___________________________________________________________________
 FB2543* NAD 83(2001)-  35 29 54.90078(N)    083 08 12.46796(W)     NO CHECK  
 FB2543* NAVD 88     -      1626.0    (meters)    5335.     (feet)  VERTCON   
 FB2543  ___________________________________________________________________
 FB2543  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 FB2543  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FB2543  HORZ ORDER  -  THIRD
 FB2543
 FB2543.The horizontal coordinates were established by classical geodetic methods
 FB2543.and adjusted by the National Geodetic Survey in August 2005.
 FB2543.No horizontal observational check was made to the station.
 FB2543
 FB2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2543
 FB2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2543
 FB2543.The geoid height was determined by GEOID03.
 FB2543
 FB2543;                    North         East     Units Scale Factor Converg.
 FB2543;SPC NC       -   201,789.647   234,418.549   MT  0.99988184   -2 23 15.5
 FB2543;SPC NC       -   662,038.20    769,088.19   sFT  0.99988184   -2 23 15.5
 FB2543;UTM  17      - 3,930,435.526   306,189.131   MT  1.00006291   -1 14 28.3
 FB2543
 FB2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2543!SPC NC       -   0.99974930  x   0.99988184  =   0.99963117
 FB2543!UTM  17      -   0.99974930  x   1.00006291  =   0.99981220
 FB2543
 FB2543                          SUPERSEDED SURVEY CONTROL
 FB2543
 FB2543  NAD 83(1995)-  35 29 54.90124(N)    083 08 12.46853(W) AD(       ) 3
 FB2543  NAD 83(1986)-  35 29 54.91000(N)    083 08 12.46822(W) AD(       ) 3
 FB2543  NAD 27      -  35 29 54.54198(N)    083 08 12.95100(W) AD(       ) 3
 FB2543  NGVD 29 (07/19/86) 1626.0    (m)         5335.     (f) VERT ANG    3  
 FB2543
 FB2543.Superseded values are not recommended for survey control.
 FB2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2543.See file dsdata.txt to determine how the superseded data were derived.
 FB2543
 FB2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0618930436(NAD 83)
 FB2543_MARKER: DD = SURVEY DISK
 FB2543_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB2543_STAMPING: ET 43 WCE 1963
 FB2543_MARK LOGO: USGS  
 FB2543
 FB2543  HISTORY     - Date     Condition        Report By
 FB2543  HISTORY     - 1963     MONUMENTED       USGS
 FB2543
 FB2543                          STATION DESCRIPTION
 FB2543
 FB2543'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2543'MAGGIE 3.9 MI W. OF POST OFFICE, ALONG U. S. HIGHWAY 19 TO T-RD.
 FB2543'SE.(0.3 MI E. OF SOCO GAP), THENCE 1.4 MI SE. LEFT ALONG JEEP TRAIL
 FB2543'TO TRAIL CROSSING IN SADDLE, THENCE 0.6 MI ALONG TRAIL CROSSING SADDLE
 FB2543'AND GOING ALONG N. SLOPE OF RIDGE TO TRAIL FORK SECOND OF TWO, THENCE
 FB2543'0.2 MI N. LEFT ALONG MAIN TRAIL TO FOOT TRAIL TO CABIN, 48 FT SW. OF
 FB2543'W. CORNER OF CABIN, ON LARGE FLAT BOULDER ON NW. SIDE OF FOOT TRAIL,
 FB2543'STANDARD DISK STAMPED---ET 43 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9818 ***********************************************************************
 AG9818  DESIGNATION -  43 WSM
 AG9818  PID         -  AG9818
 AG9818  STATE/COUNTY-  NC/ANSON
 AG9818  USGS QUAD   -  MANGUM (1982)
 AG9818
 AG9818                         *CURRENT SURVEY CONTROL
 AG9818  ___________________________________________________________________
 AG9818* NAD 83(2001)-  35 02 20.61268(N)    079 55 58.41013(W)     ADJUSTED  
 AG9818* NAVD 88     -        96.78   (meters)     317.5    (feet)  LEVELING  
 AG9818  ___________________________________________________________________
 AG9818  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AG9818  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AG9818  HORZ ORDER  -  SECOND
 AG9818  VERT ORDER  -  THIRD
 AG9818
 AG9818.The horizontal coordinates were established by classical geodetic methods
 AG9818.and adjusted by the National Geodetic Survey in August 2005.
 AG9818
 AG9818.The orthometric height was determined by differential leveling.
 AG9818.The vertical network tie was performed by a horz. field party for horz.
 AG9818.obs reductions. Reset procedures were used to establish the elevation.
 AG9818
 AG9818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9818
 AG9818.The geoid height was determined by GEOID03.
 AG9818
 AG9818;                    North         East     Units Scale Factor Converg.
 AG9818;SPC NC       -   143,395.284   524,491.246   MT  0.99987944   -0 32 18.4
 AG9818;SPC NC       -   470,456.03  1,720,768.36   sFT  0.99987944   -0 32 18.4
 AG9818;UTM  17      - 3,877,894.998   597,331.037   MT  0.99971675   +0 36 45.8
 AG9818
 AG9818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9818!SPC NC       -   0.99998963  x   0.99987944  =   0.99986908
 AG9818!UTM  17      -   0.99998963  x   0.99971675  =   0.99970639
 AG9818
 AG9818                          SUPERSEDED SURVEY CONTROL
 AG9818
 AG9818  NAD 83(1986)-  35 02 20.62168(N)    079 55 58.41683(W) AD(       ) 2
 AG9818
 AG9818.Superseded values are not recommended for survey control.
 AG9818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9818.See file dsdata.txt to determine how the superseded data were derived.
 AG9818
 AG9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9733177895(NAD 83)
 AG9818_MARKER: DB = BENCH MARK DISK
 AG9818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9818_STAMPING: 43 WSM 1954 318 FT
 AG9818_MARK LOGO: USGS  
 AG9818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9818+STABILITY: SURFACE MOTION
 AG9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9818+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1993
 AG9818
 AG9818  HISTORY     - Date     Condition        Report By
 AG9818  HISTORY     - UNK      MONUMENTED       USGS
 AG9818  HISTORY     - 19930331 GOOD             NCGS
 AG9818
 AG9818                          STATION DESCRIPTION
 AG9818
 AG9818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9818'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF INGRAM AND 9.6 MI
 AG9818'(15.4 KM) EAST-NORTHEAST OF WADESBORO. PROCEED ALONG US 74 FOR 1.8 MI
 AG9818'(2.9 KM) EAST FROM US 52 ON THE EAST SIDE OF WADESBORO, THENCE
 AG9818'NORTHEAST FOR 2.1 MI (3.4 KM) ALONG SR 1730 (OLD US 74), THENCE NORTH
 AG9818'FOR 0.7 MI (1.1 KM) ALONG SR 1703, THENCE NORTH-NORTHEAST FOR 5.65 MI
 AG9818'(9.09 KM) ALONG SR 1704 (INGRAM MOUNTAIN ROAD) TO SR 1727 (GRASSY
 AG9818'ISLAND EXTENSION) AND STATION AT SAVANNAH CHURCH. MARK IS ABOUT 2-FEET
 AG9818'LOWER THAN THE ROAD AND IS FLUSH WITH THE GROUND. LOCATED 66.5 FT
 AG9818'(20.3 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.0 FT (0.3 M)
 AG9818'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, AND 45.6 FT (13.9 M)
 AG9818'NORTH-NORTHEAST OF A LIGHT POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9470 ***********************************************************************
 DE9470  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9470  DESIGNATION -  431E 200
 DE9470  PID         -  DE9470
 DE9470  STATE/COUNTY-  NC/GUILFORD
 DE9470  USGS QUAD   -  GUILFORD (1994)
 DE9470
 DE9470                         *CURRENT SURVEY CONTROL
 DE9470  ___________________________________________________________________
 DE9470* NAD 83(2007)-  36 04 02.50400(N)    079 57 09.99414(W)     ADJUSTED  
 DE9470* NAVD 88     -       249.88   (meters)     819.8    (feet)  GPS OBS   
 DE9470  ___________________________________________________________________
 DE9470  EPOCH DATE  -        2002.00
 DE9470  X           -     900,522.864 (meters)                     COMP
 DE9470  Y           -  -5,082,618.848 (meters)                     COMP
 DE9470  Z           -   3,734,364.648 (meters)                     COMP
 DE9470  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 DE9470  ELLIP HEIGHT-         218.382 (meters)          (02/10/07) ADJUSTED
 DE9470  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DE9470
 DE9470  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9470  Type    PID    Designation                      North   East  Ellip
 DE9470  -------------------------------------------------------------------
 DE9470  NETWORK DE9470 431E 200                          1.23   1.00   1.78
 DE9470  -------------------------------------------------------------------
 DE9470
 DE9470.The horizontal coordinates were established by GPS observations
 DE9470.and adjusted by the National Geodetic Survey in February 2007.
 DE9470
 DE9470.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9470.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9470.The horizontal coordinates are valid at the epoch date displayed above.
 DE9470.The epoch date for horizontal control is a decimal equivalence
 DE9470.of Year/Month/Day.
 DE9470
 DE9470.The orthometric height was determined by GPS observations and a
 DE9470.high-resolution geoid model.
 DE9470.The orthometric height was determined by GPS observations and a
 DE9470.high-resolution geoid model using precise GPS observation and
 DE9470.processing techniques.
 DE9470
 DE9470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9470
 DE9470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9470
 DE9470.The ellipsoidal height was determined by GPS observations
 DE9470.and is referenced to NAD 83.
 DE9470
 DE9470.The geoid height was determined by GEOID03.
 DE9470
 DE9470;                    North         East     Units Scale Factor Converg.
 DE9470;SPC NC       -   257,486.833   523,772.093   MT  0.99997380   -0 32 59.7
 DE9470;SPC NC       -   844,771.38  1,718,408.94   sFT  0.99997380   -0 32 59.7
 DE9470;UTM  17      - 3,991,927.374   594,305.088   MT  0.99970958   +0 36 59.7
 DE9470
 DE9470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9470!SPC NC       -   0.99996573  x   0.99997380  =   0.99993953
 DE9470!UTM  17      -   0.99996573  x   0.99970958  =   0.99967532
 DE9470
 DE9470:                Primary Azimuth Mark                     Grid Az
 DE9470:SPC NC       -  352W 201                                 110 37 20.2
 DE9470:UTM  17      -  352W 201                                 109 27 20.8
 DE9470
 DE9470|---------------------------------------------------------------------|
 DE9470| PID    Reference Object                     Distance      Geod. Az  |
 DE9470|                                                           dddmmss.s |
 DE9470| DE9471 352W 201                            481.526 METERS 1100420.5 |
 DE9470|---------------------------------------------------------------------|
 DE9470
 DE9470                          SUPERSEDED SURVEY CONTROL
 DE9470
 DE9470  NAD 83(2001)-  36 04 02.50427(N)    079 57 09.99395(W) AD(       ) 1
 DE9470  ELLIP H (03/13/03)  218.391  (m)                       GP(       ) 4 2
 DE9470  NAD 83(1986)-  36 04 02.51010(N)    079 57 10.00285(W) AD(       ) 1
 DE9470
 DE9470.Superseded values are not recommended for survey control.
 DE9470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9470.See file dsdata.txt to determine how the superseded data were derived.
 DE9470
 DE9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9430591927(NAD 83)
 DE9470_MARKER: DD = SURVEY DISK
 DE9470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9470_STAMPING: 431E200 1999
 DE9470_MARK LOGO: NC1940
 DE9470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9470+STABILITY: SURFACE MOTION
 DE9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9470+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9470
 DE9470  HISTORY     - Date     Condition        Report By
 DE9470  HISTORY     - 1999     MONUMENTED       NC1940
 DE9470
 DE9470                          STATION DESCRIPTION
 DE9470
 DE9470'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9470'STATION IS ABOUT 9.0 MI (14.5 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9470'GOVERNMENT PLAZA, AND 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF THE PIEDMONT
 DE9470'TRIAD INTERNATIONAL AIRPORT.
 DE9470'ALONG GALLIMORE DAIRY ROAD, 0.2 MI (0.3 KM) NORTHEAST OF NC 68, AT THE
 DE9470'T-INTERSECTION WITH CHIMNEY ROCK ROAD, AND IN THE NORTHWEST QUADRANT
 DE9470'(IN EDGE OF FIELD NEAR DRAINAGE DITCH).
 DE9470'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9470'GROUND. LOCATED 77.0 FT (23.5 M) NORTHWEST OF THE CENTERLINE OF
 DE9470'GALLIMORE DAIRY ROAD, 41.0 FT (12.5 M) NORTHWEST OF POWER POLE WITH 3
 DE9470'GUY WIRES, 52.0 FT (15.8 M) NORTH-NORTHEAST OF END OF 36-INCH CULVERT
 DE9470'UNDER HIGHWAY, 13.0 FT (4.0 M) WEST-SOUTHWEST OF END OF 42-INCH
 DE9470'CULVERT UNDER FIELD ROAD, 25.0 FT (7.6 M) WEST-SOUTHWEST OF 24-INCH
 DE9470'TRIPLE-TRUNK CEDAR ON DITCH BANK, AND 42.3 FT (12.9 M) WEST-NORTHWEST
 DE9470'OF RIGHT-OF-WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9352 ***********************************************************************
 DE9352  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9352  DESIGNATION -  433W 200
 DE9352  PID         -  DE9352
 DE9352  STATE/COUNTY-  NC/GUILFORD
 DE9352  USGS QUAD   -  GUILFORD (1994)
 DE9352
 DE9352                         *CURRENT SURVEY CONTROL
 DE9352  ___________________________________________________________________
 DE9352* NAD 83(2007)-  36 05 39.98270(N)    079 57 59.88514(W)     ADJUSTED  
 DE9352* NAVD 88     -       274.82   (meters)     901.6    (feet)  GPS OBS   
 DE9352  ___________________________________________________________________
 DE9352  EPOCH DATE  -        2002.00
 DE9352  X           -     898,988.660 (meters)                     COMP
 DE9352  Y           -  -5,081,113.766 (meters)                     COMP
 DE9352  Z           -   3,736,807.527 (meters)                     COMP
 DE9352  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 DE9352  ELLIP HEIGHT-         243.132 (meters)          (02/10/07) ADJUSTED
 DE9352  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DE9352
 DE9352  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9352  Type    PID    Designation                      North   East  Ellip
 DE9352  -------------------------------------------------------------------
 DE9352  NETWORK DE9352 433W 200                          0.86   0.69   1.25
 DE9352  -------------------------------------------------------------------
 DE9352
 DE9352.The horizontal coordinates were established by GPS observations
 DE9352.and adjusted by the National Geodetic Survey in February 2007.
 DE9352
 DE9352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9352.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9352.The horizontal coordinates are valid at the epoch date displayed above.
 DE9352.The epoch date for horizontal control is a decimal equivalence
 DE9352.of Year/Month/Day.
 DE9352
 DE9352.The orthometric height was determined by GPS observations and a
 DE9352.high-resolution geoid model.
 DE9352.The orthometric height was determined by GPS observations and a
 DE9352.high-resolution geoid model using precise GPS observation and
 DE9352.processing techniques.
 DE9352
 DE9352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9352
 DE9352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9352
 DE9352.The ellipsoidal height was determined by GPS observations
 DE9352.and is referenced to NAD 83.
 DE9352
 DE9352.The geoid height was determined by GEOID03.
 DE9352
 DE9352;                    North         East     Units Scale Factor Converg.
 DE9352;SPC NC       -   260,503.215   522,552.959   MT  0.99998064   -0 33 28.5
 DE9352;SPC NC       -   854,667.63  1,714,409.17   sFT  0.99998064   -0 33 28.5
 DE9352;UTM  17      - 3,994,917.505   593,025.139   MT  0.99970663   +0 36 31.7
 DE9352
 DE9352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9352!SPC NC       -   0.99996184  x   0.99998064  =   0.99994248
 DE9352!UTM  17      -   0.99996184  x   0.99970663  =   0.99966848
 DE9352
 DE9352:                Primary Azimuth Mark                     Grid Az
 DE9352:SPC NC       -  433W 201                                 158 35 02.2
 DE9352:UTM  17      -  433W 201                                 157 25 02.0
 DE9352
 DE9352|---------------------------------------------------------------------|
 DE9352| PID    Reference Object                     Distance      Geod. Az  |
 DE9352|                                                           dddmmss.s |
 DE9352| DE9473 433W 201                            APPROX. 1.1 KM 1580133.7 |
 DE9352|---------------------------------------------------------------------|
 DE9352
 DE9352                          SUPERSEDED SURVEY CONTROL
 DE9352
 DE9352  NAD 83(2001)-  36 05 39.98296(N)    079 57 59.88498(W) AD(       ) 1
 DE9352  ELLIP H (03/13/03)  243.136  (m)                       GP(       ) 4 2
 DE9352  NAD 83(1986)-  36 05 39.98875(N)    079 57 59.89394(W) AD(       ) 1
 DE9352
 DE9352.Superseded values are not recommended for survey control.
 DE9352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9352.See file dsdata.txt to determine how the superseded data were derived.
 DE9352
 DE9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9302594918(NAD 83)
 DE9352_MARKER: DD = SURVEY DISK
 DE9352_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE9352_SP_SET: IN BRIDGE WINGWALL
 DE9352_STAMPING: 433W.200 7/97
 DE9352_MARK LOGO: NC1940
 DE9352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9352+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9352
 DE9352  HISTORY     - Date     Condition        Report By
 DE9352  HISTORY     - 1997     MONUMENTED       NC1940
 DE9352
 DE9352                          STATION DESCRIPTION
 DE9352
 DE9352'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9352'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF THE DOWNTOWN
 DE9352'GREENSBORO GOVERNMENT COMPLEX, AND 1.3 MI (2.1 KM) WEST OF THE
 DE9352'PIEDMONT TRIAD INTERNATIONAL AIRPORT.
 DE9352'AT THE NC 68 OVERPASS OF WEST MARKET STREET (US 421), IN THE WINGWALL
 DE9352'AT THE NORTHWEST CORNER OF THE SOUTHBOUND LANE BRIDGE.
 DE9352'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9352'CONCRETE WINGWALL. LOCATED 6.8 FT (2.1 M) WEST OF EDGE OF PAVEMENT,
 DE9352'6.8 FT (2.1 M) SOUTHWEST OF CURVED END OF BRIDGE RAIL, 5.1 FT (1.6 M)
 DE9352'SOUTHWEST OF DELINEATOR IN GUARD RAIL, 0.6 FT (18.3 CM) EAST OF THE
 DE9352'WEST END OF WINGWALL, AND 11.4 FT (3.5 M) WEST OF ANGLE IN THE
 DE9352'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9473 ***********************************************************************
 DE9473  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9473  DESIGNATION -  433W 201
 DE9473  PID         -  DE9473
 DE9473  STATE/COUNTY-  NC/GUILFORD
 DE9473  USGS QUAD   -  GUILFORD (1994)
 DE9473
 DE9473                         *CURRENT SURVEY CONTROL
 DE9473  ___________________________________________________________________
 DE9473* NAD 83(2007)-  36 05 07.19600(N)    079 57 43.58690(W)     ADJUSTED  
 DE9473* NAVD 88     -       254.50   (meters)     835.0    (feet)  GPS OBS   
 DE9473  ___________________________________________________________________
 DE9473  EPOCH DATE  -        2002.00
 DE9473  X           -     899,491.055 (meters)                     COMP
 DE9473  Y           -  -5,081,612.786 (meters)                     COMP
 DE9473  Z           -   3,735,978.935 (meters)                     COMP
 DE9473  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 DE9473  ELLIP HEIGHT-         222.879 (meters)          (02/10/07) ADJUSTED
 DE9473  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 DE9473
 DE9473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9473  Type    PID    Designation                      North   East  Ellip
 DE9473  -------------------------------------------------------------------
 DE9473  NETWORK DE9473 433W 201                          0.92   0.73   1.35
 DE9473  -------------------------------------------------------------------
 DE9473
 DE9473.The horizontal coordinates were established by GPS observations
 DE9473.and adjusted by the National Geodetic Survey in February 2007.
 DE9473
 DE9473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9473.The horizontal coordinates are valid at the epoch date displayed above.
 DE9473.The epoch date for horizontal control is a decimal equivalence
 DE9473.of Year/Month/Day.
 DE9473
 DE9473.The orthometric height was determined by GPS observations and a
 DE9473.high-resolution geoid model.
 DE9473.The orthometric height was determined by GPS observations and a
 DE9473.high-resolution geoid model using precise GPS observation and
 DE9473.processing techniques.
 DE9473
 DE9473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9473
 DE9473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9473
 DE9473.The ellipsoidal height was determined by GPS observations
 DE9473.and is referenced to NAD 83.
 DE9473
 DE9473.The geoid height was determined by GEOID03.
 DE9473
 DE9473;                    North         East     Units Scale Factor Converg.
 DE9473;SPC NC       -   259,488.757   522,950.848   MT  0.99997832   -0 33 19.1
 DE9473;SPC NC       -   851,339.36  1,715,714.57   sFT  0.99997832   -0 33 19.1
 DE9473;UTM  17      - 3,993,911.633   593,443.487   MT  0.99970759   +0 36 40.9
 DE9473
 DE9473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9473!SPC NC       -   0.99996502  x   0.99997832  =   0.99994334
 DE9473!UTM  17      -   0.99996502  x   0.99970759  =   0.99967262
 DE9473
 DE9473:                Primary Azimuth Mark                     Grid Az
 DE9473:SPC NC       -  433W 200                                 338 35 02.3
 DE9473:UTM  17      -  433W 200                                 337 25 02.3
 DE9473
 DE9473|---------------------------------------------------------------------|
 DE9473| PID    Reference Object                     Distance      Geod. Az  |
 DE9473|                                                           dddmmss.s |
 DE9473| DE9352 433W 200                            APPROX. 1.1 KM 3380143.2 |
 DE9473|---------------------------------------------------------------------|
 DE9473
 DE9473                          SUPERSEDED SURVEY CONTROL
 DE9473
 DE9473  NAD 83(2001)-  36 05 07.19626(N)    079 57 43.58673(W) AD(       ) 1
 DE9473  ELLIP H (03/13/03)  222.883  (m)                       GP(       ) 4 2
 DE9473  NAD 83(1986)-  36 05 07.20205(N)    079 57 43.59568(W) AD(       ) 1
 DE9473
 DE9473.Superseded values are not recommended for survey control.
 DE9473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9473.See file dsdata.txt to determine how the superseded data were derived.
 DE9473
 DE9473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9344393912(NAD 83)
 DE9473_MARKER: DD = SURVEY DISK
 DE9473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9473_STAMPING: 433W201 1999
 DE9473_MARK LOGO: NC1940
 DE9473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9473+STABILITY: SURFACE MOTION
 DE9473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9473+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9473
 DE9473  HISTORY     - Date     Condition        Report By
 DE9473  HISTORY     - 1999     MONUMENTED       NC1940
 DE9473
 DE9473                          STATION DESCRIPTION
 DE9473
 DE9473'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9473'STATION IS ABOUT 9.6 MI (15.4 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9473'GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) SOUTHWEST OF THE PIEDMONT TRIAD
 DE9473'INTERNATIONAL AIRPORT TERMINAL.
 DE9473'ALONG NC 68, 0.4 MI (0.6 KM) NORTH OF I-40, AND ABOUT 250 FT (76.2 M)
 DE9473'SOUTH OF TRIAD CENTER DRIVE, ON WEST SIDE OF HIGHWAY.
 DE9473'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9473'GROUND. LOCATED 32.4 FT (9.9 M) WEST OF THE CENTERLINE OF SOUTHBOUND
 DE9473'LANES OR 9.6 FT (2.9 M) WEST OF EDGE OF PAVEMENT, 29.6 FT (9.0 M)
 DE9473'SOUTHEAST OF THE SOUTH END OF HEADWALL, AND 110.2 FT (33.6 M)
 DE9473'NORTHEAST OF ELECTRICAL TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9461 ***********************************************************************
 DE9461  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9461  DESIGNATION -  434E 200
 DE9461  PID         -  DE9461
 DE9461  STATE/COUNTY-  NC/GUILFORD
 DE9461  USGS QUAD   -  GUILFORD (1994)
 DE9461
 DE9461                         *CURRENT SURVEY CONTROL
 DE9461  ___________________________________________________________________
 DE9461* NAD 83(2007)-  36 05 47.76709(N)    079 57 13.75857(W)     ADJUSTED  
 DE9461* NAVD 88     -       276.45   (meters)     907.0    (feet)  GPS OBS   
 DE9461  ___________________________________________________________________
 DE9461  EPOCH DATE  -        2002.00
 DE9461  X           -     900,100.494 (meters)                     COMP
 DE9461  Y           -  -5,080,774.741 (meters)                     COMP
 DE9461  Z           -   3,737,002.396 (meters)                     COMP
 DE9461  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 DE9461  ELLIP HEIGHT-         244.807 (meters)          (02/10/07) ADJUSTED
 DE9461  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DE9461
 DE9461  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9461  Type    PID    Designation                      North   East  Ellip
 DE9461  -------------------------------------------------------------------
 DE9461  NETWORK DE9461 434E 200                          1.14   0.98   2.06
 DE9461  -------------------------------------------------------------------
 DE9461
 DE9461.The horizontal coordinates were established by GPS observations
 DE9461.and adjusted by the National Geodetic Survey in February 2007.
 DE9461
 DE9461.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9461.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9461.The horizontal coordinates are valid at the epoch date displayed above.
 DE9461.The epoch date for horizontal control is a decimal equivalence
 DE9461.of Year/Month/Day.
 DE9461
 DE9461.The orthometric height was determined by GPS observations and a
 DE9461.high-resolution geoid model.
 DE9461.The orthometric height was determined by GPS observations and a
 DE9461.high-resolution geoid model using precise GPS observation and
 DE9461.processing techniques.
 DE9461
 DE9461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9461
 DE9461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9461
 DE9461.The ellipsoidal height was determined by GPS observations
 DE9461.and is referenced to NAD 83.
 DE9461
 DE9461.The geoid height was determined by GEOID03.
 DE9461
 DE9461;                    North         East     Units Scale Factor Converg.
 DE9461;SPC NC       -   260,731.972   523,709.070   MT  0.99998120   -0 33 01.9
 DE9461;SPC NC       -   855,418.14  1,718,202.17   sFT  0.99998120   -0 33 01.9
 DE9461;UTM  17      - 3,995,169.688   594,176.038   MT  0.99970928   +0 36 59.0
 DE9461
 DE9461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9461!SPC NC       -   0.99996158  x   0.99998120  =   0.99994278
 DE9461!UTM  17      -   0.99996158  x   0.99970928  =   0.99967087
 DE9461
 DE9461                          SUPERSEDED SURVEY CONTROL
 DE9461
 DE9461  NAD 83(2001)-  36 05 47.76734(N)    079 57 13.75839(W) AD(       ) 1
 DE9461  ELLIP H (03/13/03)  244.810  (m)                       GP(       ) 4 2
 DE9461  NAD 83(1986)-  36 05 47.77315(N)    079 57 13.76729(W) AD(       ) 1
 DE9461
 DE9461.Superseded values are not recommended for survey control.
 DE9461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9461.See file dsdata.txt to determine how the superseded data were derived.
 DE9461
 DE9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9417695170(NAD 83)
 DE9461_MARKER: DD = SURVEY DISK
 DE9461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9461_STAMPING: 434E200 1999
 DE9461_MARK LOGO: NC1940
 DE9461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9461+STABILITY: SURFACE MOTION
 DE9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9461+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9461
 DE9461  HISTORY     - Date     Condition        Report By
 DE9461  HISTORY     - 1999     MONUMENTED       NC1940
 DE9461
 DE9461                          STATION DESCRIPTION
 DE9461
 DE9461'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9461'STATION IS ABOUT 9.2 MI (14.8 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9461'GOVERNMENT PLAZA, AND ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE PIEDMONT
 DE9461'TRIAD INTERNATIONAL AIRPORT TERMINAL.
 DE9461'ALONG SR 1695 (NORTH REGIONAL ROAD), 0.6 MI (1.0 KM) SOUTH FROM
 DE9461'AIRPORT PARKWAY-JOSEPH BRYAN BOULEVARD, IN THE SOUTHWEST QUADRANT OF
 DE9461'INTERSECTION WITH SR 2082 (LEBANON ROAD).
 DE9461'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 2-INCHES
 DE9461'BELOW THE GROUND. LOCATED 28.6 FT (8.7 M) WEST OF CENTERLINE OF SR
 DE9461'1695, 45.0 FT (13.7 M) SOUTH OF THE CENTERLINE OF SR 2082, 4.5 FT (1.4
 DE9461'M) EAST OF FENCE CORNER, AND 30.9 FT (9.4 M) SOUTH OF THE CENTER OF
 DE9461'WEST END OF CULVERT UNDER SR 1695.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9353 ***********************************************************************
 DE9353  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9353  DESIGNATION -  434W 200
 DE9353  PID         -  DE9353
 DE9353  STATE/COUNTY-  NC/GUILFORD
 DE9353  USGS QUAD   -  GUILFORD (1994)
 DE9353
 DE9353                         *CURRENT SURVEY CONTROL
 DE9353  ___________________________________________________________________
 DE9353* NAD 83(2007)-  36 06 03.46772(N)    079 57 59.76178(W)     ADJUSTED  
 DE9353* NAVD 88     -       279.86   (meters)     918.2    (feet)  GPS OBS   
 DE9353  ___________________________________________________________________
 DE9353  EPOCH DATE  -        2002.00
 DE9353  X           -     898,918.100 (meters)                     COMP
 DE9353  Y           -  -5,080,697.245 (meters)                     COMP
 DE9353  Z           -   3,737,395.395 (meters)                     COMP
 DE9353  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 DE9353  ELLIP HEIGHT-         248.143 (meters)          (02/10/07) ADJUSTED
 DE9353  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 DE9353
 DE9353  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9353  Type    PID    Designation                      North   East  Ellip
 DE9353  -------------------------------------------------------------------
 DE9353  NETWORK DE9353 434W 200                          0.98   0.74   1.33
 DE9353  -------------------------------------------------------------------
 DE9353
 DE9353.The horizontal coordinates were established by GPS observations
 DE9353.and adjusted by the National Geodetic Survey in February 2007.
 DE9353
 DE9353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9353.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9353.The horizontal coordinates are valid at the epoch date displayed above.
 DE9353.The epoch date for horizontal control is a decimal equivalence
 DE9353.of Year/Month/Day.
 DE9353
 DE9353.The orthometric height was determined by GPS observations and a
 DE9353.high-resolution geoid model.
 DE9353.The orthometric height was determined by GPS observations and a
 DE9353.high-resolution geoid model using precise GPS observation and
 DE9353.processing techniques.
 DE9353
 DE9353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9353
 DE9353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9353
 DE9353.The ellipsoidal height was determined by GPS observations
 DE9353.and is referenced to NAD 83.
 DE9353
 DE9353.The geoid height was determined by GEOID03.
 DE9353
 DE9353;                    North         East     Units Scale Factor Converg.
 DE9353;SPC NC       -   261,227.003   522,563.093   MT  0.99998233   -0 33 28.4
 DE9353;SPC NC       -   857,042.26  1,714,442.41   sFT  0.99998233   -0 33 28.4
 DE9353;UTM  17      - 3,995,641.150   593,020.533   MT  0.99970661   +0 36 32.2
 DE9353
 DE9353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9353!SPC NC       -   0.99996106  x   0.99998233  =   0.99994339
 DE9353!UTM  17      -   0.99996106  x   0.99970661  =   0.99966768
 DE9353
 DE9353                          SUPERSEDED SURVEY CONTROL
 DE9353
 DE9353  NAD 83(2001)-  36 06 03.46800(N)    079 57 59.76162(W) AD(       ) 1
 DE9353  ELLIP H (03/13/03)  248.145  (m)                       GP(       ) 4 2
 DE9353  NAD 83(1986)-  36 06 03.47382(N)    079 57 59.77052(W) AD(       ) 1
 DE9353
 DE9353.Superseded values are not recommended for survey control.
 DE9353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9353.See file dsdata.txt to determine how the superseded data were derived.
 DE9353
 DE9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9302195641(NAD 83)
 DE9353_MARKER: DD = SURVEY DISK
 DE9353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9353_STAMPING: 434W.200 7/97
 DE9353_MARK LOGO: NC1940
 DE9353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9353+STABILITY: SURFACE MOTION
 DE9353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9353+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9353
 DE9353  HISTORY     - Date     Condition        Report By
 DE9353  HISTORY     - 1997     MONUMENTED       NC1940
 DE9353
 DE9353                          STATION DESCRIPTION
 DE9353
 DE9353'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9353'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF THE DOWNTOWN
 DE9353'GREENSBORO GOVERNMENT COMPLEX, AND 1.2 MI (1.9 KM) WEST OF THE
 DE9353'PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG BRIGHAM ROAD.
 DE9353'PROCEED WEST ALONG WEST MARKET STREET (US 421) FOR 0.15 MI (0.24 KM)
 DE9353'FROM THE NC 68 BRIDGE, THENCE RIGHT/NORTH ALONG BRIGHAM ROAD FOR 0.5
 DE9353'MI (0.8 KM) TO STATION ON RIGHT, OVERLOOKING NC 68.
 DE9353'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF BRIGHAM ROAD, AND
 DE9353'RECESSED 2-INCHES BELOW THE GROUND. LOCATED 18.9 FT (5.8 M) EAST OF
 DE9353'THE CENTERLINE OF BRIGHAM ROAD, 41.0 FT (12.5 M) WEST OF A
 DE9353'CHAIN-LINK-FENCE, 167.7 FT (51.1 M) SOUTH-SOUTHWEST OF A CENTER BRACE
 DE9353'POST IN FENCE, AND 49.0 FT (14.9 M) NORTH OF THE WESTERN PROLONGATION
 DE9353'OF THE NORTH WALL OF THE AIR PARK NORTH BUILDING ACROSS NC 68.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9345 ***********************************************************************
 DE9345  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9345  DESIGNATION -  435E 200
 DE9345  PID         -  DE9345
 DE9345  STATE/COUNTY-  NC/GUILFORD
 DE9345  USGS QUAD   -  GUILFORD (1994)
 DE9345
 DE9345                         *CURRENT SURVEY CONTROL
 DE9345  ___________________________________________________________________
 DE9345* NAD 83(2007)-  36 06 46.81694(N)    079 57 13.50938(W)     NO CHECK  
 DE9345* NAVD 88     -       283.83   (meters)     931.2    (feet)  GPS OBS   
 DE9345  ___________________________________________________________________
 DE9345  EPOCH DATE  -        2002.00
 DE9345  X           -     899,920.562 (meters)                     COMP
 DE9345  Y           -  -5,079,723.359 (meters)                     COMP
 DE9345  Z           -   3,738,477.253 (meters)                     COMP
 DE9345  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 DE9345  ELLIP HEIGHT-         252.098 (meters)          (02/10/07) NO CHECK
 DE9345  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 DE9345
 DE9345  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9345  Type    PID    Designation                      North   East  Ellip
 DE9345  -------------------------------------------------------------------
 DE9345  NETWORK DE9345 435E 200                          0.86   0.69   1.23
 DE9345  -------------------------------------------------------------------
 DE9345
 DE9345.The horizontal coordinates were established by GPS observations
 DE9345.and adjusted by the National Geodetic Survey in February 2007.
 DE9345
 DE9345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9345.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9345.No horizontal observational check was made to the station.
 DE9345.The horizontal coordinates are valid at the epoch date displayed above.
 DE9345.The epoch date for horizontal control is a decimal equivalence
 DE9345.of Year/Month/Day.
 DE9345
 DE9345.The orthometric height was determined by GPS observations and a
 DE9345.high-resolution geoid model.
 DE9345.The orthometric height was determined by GPS observations and a
 DE9345.high-resolution geoid model using precise GPS observation and
 DE9345.processing techniques.
 DE9345
 DE9345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9345
 DE9345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9345
 DE9345.The ellipsoidal height was determined by GPS observations
 DE9345.and is referenced to NAD 83.
 DE9345
 DE9345.The geoid height was determined by GEOID03.
 DE9345
 DE9345;                    North         East     Units Scale Factor Converg.
 DE9345;SPC NC       -   262,551.861   523,732.789   MT  0.99998547   -0 33 01.7
 DE9345;SPC NC       -   861,388.90  1,718,279.99   sFT  0.99998547   -0 33 01.7
 DE9345;UTM  17      - 3,996,989.184   594,162.690   MT  0.99970925   +0 37 00.1
 DE9345
 DE9345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9345!SPC NC       -   0.99996044  x   0.99998547  =   0.99994591
 DE9345!UTM  17      -   0.99996044  x   0.99970925  =   0.99966970
 DE9345
 DE9345:                Primary Azimuth Mark                     Grid Az
 DE9345:SPC NC       -  436E 200                                 332 27 57.8
 DE9345:UTM  17      -  436E 200                                 331 17 56.0
 DE9345
 DE9345|---------------------------------------------------------------------|
 DE9345| PID    Reference Object                     Distance      Geod. Az  |
 DE9345|                                                           dddmmss.s |
 DE9345| DE9344 436E 200                            460.857 METERS 3315456.1 |
 DE9345|---------------------------------------------------------------------|
 DE9345
 DE9345                          SUPERSEDED SURVEY CONTROL
 DE9345
 DE9345  NAD 83(2001)-  36 06 46.81722(N)    079 57 13.50921(W) AD(       ) 1
 DE9345  ELLIP H (03/13/03)  252.099  (m)                       GP(       ) 4 2
 DE9345  NAD 83(1986)-  36 06 46.82308(N)    079 57 13.51795(W) AD(       ) 1
 DE9345
 DE9345.Superseded values are not recommended for survey control.
 DE9345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9345.See file dsdata.txt to determine how the superseded data were derived.
 DE9345
 DE9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9416396989(NAD 83)
 DE9345_MARKER: DD = SURVEY DISK
 DE9345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9345_STAMPING: 435E.200 7/97
 DE9345_MARK LOGO: NC1940
 DE9345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9345+STABILITY: SURFACE MOTION
 DE9345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9345+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9345
 DE9345  HISTORY     - Date     Condition        Report By
 DE9345  HISTORY     - 1997     MONUMENTED       NC1940
 DE9345
 DE9345                          STATION DESCRIPTION
 DE9345
 DE9345'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9345'STATION IS LOCATED WEST OF GREENSBORO, AND ABOUT 1 MILE (1.6 KM)
 DE9345'NORTHWEST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9345'INTERSECTION OF REGIONAL ROAD AND BENTLEY ROAD.
 DE9345'ALONG REGIONAL ROAD FOR 2.3 MI (3.7 KM) NORTH FROM THE I-40 OVERPASS,
 DE9345'TO BENTLEY ROAD AND STATION IN THE NORTHEAST QUADRANT OF INTERSECTION,
 DE9345'AT THE HOOD CENTER.
 DE9345'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF BENTLEY ROAD AND FLUSH WITH
 DE9345'THE GROUND. LOCATED 44.3 FT (13.5 M) EAST OF THE CENTERLINE OF
 DE9345'REGIONAL ROAD, 28.0 FT (8.5 M) NORTH OF THE CENTERLINE OF BENTLEY
 DE9345'ROAD, 13.0 FT (4.0 M) SOUTH OF THE CENTER OF--THE HOOD CENTER--SIGN,
 DE9345'8.7 FT (2.7 M) SOUTHEAST OF POWER POLE, 19.4 FT (5.9 M) SOUTHEAST OF A
 DE9345'SANITARY MANHOLE, AND 32.4 FT (9.9 M) SOUTHWEST OF A FLARED END
 DE9345'SECTION OF A CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9462 ***********************************************************************
 DE9462  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9462  DESIGNATION -  435E 201
 DE9462  PID         -  DE9462
 DE9462  STATE/COUNTY-  NC/GUILFORD
 DE9462  USGS QUAD   -  GUILFORD (1994)
 DE9462
 DE9462                         *CURRENT SURVEY CONTROL
 DE9462  ___________________________________________________________________
 DE9462* NAD 83(2007)-  36 06 24.34673(N)    079 57 10.55796(W)     ADJUSTED  
 DE9462* NAVD 88     -       266.86   (meters)     875.5    (feet)  GPS OBS   
 DE9462  ___________________________________________________________________
 DE9462  EPOCH DATE  -        2002.00
 DE9462  X           -     900,062.071 (meters)                     COMP
 DE9462  Y           -  -5,080,098.932 (meters)                     COMP
 DE9462  Z           -   3,737,907.716 (meters)                     COMP
 DE9462  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 DE9462  ELLIP HEIGHT-         235.161 (meters)          (02/10/07) ADJUSTED
 DE9462  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DE9462
 DE9462  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9462  Type    PID    Designation                      North   East  Ellip
 DE9462  -------------------------------------------------------------------
 DE9462  NETWORK DE9462 435E 201                          1.25   1.04   2.39
 DE9462  -------------------------------------------------------------------
 DE9462
 DE9462.The horizontal coordinates were established by GPS observations
 DE9462.and adjusted by the National Geodetic Survey in February 2007.
 DE9462
 DE9462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9462.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9462.The horizontal coordinates are valid at the epoch date displayed above.
 DE9462.The epoch date for horizontal control is a decimal equivalence
 DE9462.of Year/Month/Day.
 DE9462
 DE9462.The orthometric height was determined by GPS observations and a
 DE9462.high-resolution geoid model.
 DE9462.The orthometric height was determined by GPS observations and a
 DE9462.high-resolution geoid model using precise GPS observation and
 DE9462.processing techniques.
 DE9462
 DE9462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9462
 DE9462.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9462
 DE9462.The ellipsoidal height was determined by GPS observations
 DE9462.and is referenced to NAD 83.
 DE9462
 DE9462.The geoid height was determined by GEOID03.
 DE9462
 DE9462;                    North         East     Units Scale Factor Converg.
 DE9462;SPC NC       -   261,858.606   523,799.951   MT  0.99998383   -0 33 00.0
 DE9462;SPC NC       -   859,114.44  1,718,500.34   sFT  0.99998383   -0 33 00.0
 DE9462;UTM  17      - 3,996,297.631   594,243.935   MT  0.99970944   +0 37 01.5
 DE9462
 DE9462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9462!SPC NC       -   0.99996309  x   0.99998383  =   0.99994692
 DE9462!UTM  17      -   0.99996309  x   0.99970944  =   0.99967254
 DE9462
 DE9462:                Primary Azimuth Mark                     Grid Az
 DE9462:SPC NC       -  435E 200                                 354 28 00.5
 DE9462:UTM  17      -  435E 200                                 353 17 59.0
 DE9462
 DE9462|---------------------------------------------------------------------|
 DE9462| PID    Reference Object                     Distance      Geod. Az  |
 DE9462|                                                           dddmmss.s |
 DE9462| DE9345 435E 200                            APPROX. 0.7 KM 3535500.5 |
 DE9462|---------------------------------------------------------------------|
 DE9462
 DE9462                          SUPERSEDED SURVEY CONTROL
 DE9462
 DE9462  NAD 83(2001)-  36 06 24.34698(N)    079 57 10.55777(W) AD(       ) 1
 DE9462  ELLIP H (03/13/03)  235.164  (m)                       GP(       ) 4 2
 DE9462  NAD 83(1986)-  36 06 24.35281(N)    079 57 10.56665(W) AD(       ) 1
 DE9462
 DE9462.Superseded values are not recommended for survey control.
 DE9462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9462.See file dsdata.txt to determine how the superseded data were derived.
 DE9462
 DE9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9424496298(NAD 83)
 DE9462_MARKER: DD = SURVEY DISK
 DE9462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9462_STAMPING: 435E201 1999
 DE9462_MARK LOGO: NC1940
 DE9462_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9462+STABILITY: SURFACE MOTION
 DE9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9462+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9462
 DE9462  HISTORY     - Date     Condition        Report By
 DE9462  HISTORY     - 1999     MONUMENTED       NC1940
 DE9462
 DE9462                          STATION DESCRIPTION
 DE9462
 DE9462'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9462'STATION IS ABOUT 9.3 MI (15.0 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9462'GREENSBORO GOVERNMENT PLAZA, AND ABOUT 1 MI (1.6 KM) WEST OF THE
 DE9462'PIEDMONT TRIAD INTERNATIONAL AIRPORT TERMINAL.
 DE9462'AT THE INTERSECTION OF SR 1695 (NORTH REGIONAL ROAD) AND AIRPORT
 DE9462'PARKWAY, IN THE NORTHEAST QUADRANT OF INTERSECTION.
 DE9462'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9462'GROUND. LOCATED 39.1 FT (11.9 M) EAST OF CENTERLINE OF SR 1695 OR 10.0
 DE9462'FT (3.0 M) EAST OF CURB, 8.7 FT (2.7 M) SOUTH OF FIRE HYDRANT, 3.0 FT
 DE9462'(0.9 M) SOUTHWEST OF RIGHT OF WAY MONUMENT, AND 55.0 FT (16.8 M)
 DE9462'SOUTHWEST OF POWER POLE (40 3).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9459 ***********************************************************************
 DE9459  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9459  DESIGNATION -  435W 200
 DE9459  PID         -  DE9459
 DE9459  STATE/COUNTY-  NC/GUILFORD
 DE9459  USGS QUAD   -  GUILFORD (1994)
 DE9459
 DE9459                         *CURRENT SURVEY CONTROL
 DE9459  ___________________________________________________________________
 DE9459* NAD 83(2007)-  36 06 37.73437(N)    079 57 59.60945(W)     ADJUSTED  
 DE9459* NAVD 88     -       289.36   (meters)     949.3    (feet)  GPS OBS   
 DE9459  ___________________________________________________________________
 DE9459  EPOCH DATE  -        2002.00
 DE9459  X           -     898,814.743 (meters)                     COMP
 DE9459  Y           -  -5,080,091.204 (meters)                     COMP
 DE9459  Z           -   3,738,254.317 (meters)                     COMP
 DE9459  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 DE9459  ELLIP HEIGHT-         257.586 (meters)          (02/10/07) ADJUSTED
 DE9459  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DE9459
 DE9459  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9459  Type    PID    Designation                      North   East  Ellip
 DE9459  -------------------------------------------------------------------
 DE9459  NETWORK DE9459 435W 200                          0.78   0.65   1.18
 DE9459  -------------------------------------------------------------------
 DE9459
 DE9459.The horizontal coordinates were established by GPS observations
 DE9459.and adjusted by the National Geodetic Survey in February 2007.
 DE9459
 DE9459.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9459.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9459.The horizontal coordinates are valid at the epoch date displayed above.
 DE9459.The epoch date for horizontal control is a decimal equivalence
 DE9459.of Year/Month/Day.
 DE9459
 DE9459.The orthometric height was determined by GPS observations and a
 DE9459.high-resolution geoid model.
 DE9459.The orthometric height was determined by GPS observations and a
 DE9459.high-resolution geoid model using precise GPS observation and
 DE9459.processing techniques.
 DE9459
 DE9459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9459
 DE9459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9459
 DE9459.The ellipsoidal height was determined by GPS observations
 DE9459.and is referenced to NAD 83.
 DE9459
 DE9459.The geoid height was determined by GEOID03.
 DE9459
 DE9459;                    North         East     Units Scale Factor Converg.
 DE9459;SPC NC       -   262,283.082   522,577.186   MT  0.99998480   -0 33 28.3
 DE9459;SPC NC       -   860,507.08  1,714,488.65   sFT  0.99998480   -0 33 28.3
 DE9459;UTM  17      - 3,996,697.004   593,013.119   MT  0.99970660   +0 36 32.7
 DE9459
 DE9459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9459!SPC NC       -   0.99995957  x   0.99998480  =   0.99994437
 DE9459!UTM  17      -   0.99995957  x   0.99970660  =   0.99966619
 DE9459
 DE9459                          SUPERSEDED SURVEY CONTROL
 DE9459
 DE9459  NAD 83(2001)-  36 06 37.73465(N)    079 57 59.60930(W) AD(       ) 1
 DE9459  ELLIP H (03/13/03)  257.585  (m)                       GP(       ) 4 2
 DE9459  NAD 83(1986)-  36 06 37.74058(N)    079 57 59.61789(W) AD(       ) 1
 DE9459
 DE9459.Superseded values are not recommended for survey control.
 DE9459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9459.See file dsdata.txt to determine how the superseded data were derived.
 DE9459
 DE9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9301396697(NAD 83)
 DE9459_MARKER: DD = SURVEY DISK
 DE9459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9459_STAMPING: 435W200 1999
 DE9459_MARK LOGO: NC1940
 DE9459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9459+STABILITY: SURFACE MOTION
 DE9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9459+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9459
 DE9459  HISTORY     - Date     Condition        Report By
 DE9459  HISTORY     - 1999     MONUMENTED       NC1940
 DE9459
 DE9459                          STATION DESCRIPTION
 DE9459
 DE9459'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9459'STATION IS ABOUT 10.1 MI (16.3 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9459'GREENSBORO GOVERNMENT PLAZA, AND 1.7 MI (2.7 KM) NORTHWEST OF THE
 DE9459'PIEDMONT TRIAD INTERNATIONAL AIRPORT.
 DE9459'PROCEED ALONG SR 2133 (PLEASANT RIDGE ROAD) FOR 0.5 MI (0.8 KM)
 DE9459'SOUTHWEST FROM NC 68, THENCE SOUTHEAST 0.6 MI (1.0 KM) ALONG BRIGHAM
 DE9459'ROAD TO STATION ON WEST SIDE OF ROAD, JUST SOUTH OF GRAVEL DRIVE AND
 DE9459'OPPOSITE HOUSE NUMBER 696.
 DE9459'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9459'LOCATED 12.2 FT (3.7 M) WEST OF CENTERLINE OF BRIGHAM ROAD, 65.8 FT
 DE9459'(20.1 M) SOUTH-SOUTHWEST OF FIRE HYDRANT (ON EAST SIDE OF ROAD), 56.4
 DE9459'FT (17.2 M) SOUTH OF PK-NAIL (MARKED AS STA 26+81.321) IN CENTERLINE
 DE9459'OF ROAD, AND 58.1 FT (17.7 M) SOUTH-SOUTHEAST OF RIGHT-OF-WAY
 DE9459'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9344 ***********************************************************************
 DE9344  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9344  DESIGNATION -  436E 200
 DE9344  PID         -  DE9344
 DE9344  STATE/COUNTY-  NC/GUILFORD
 DE9344  USGS QUAD   -  GUILFORD (1994)
 DE9344
 DE9344                         *CURRENT SURVEY CONTROL
 DE9344  ___________________________________________________________________
 DE9344* NAD 83(2007)-  36 07 00.00828(N)    079 57 22.18486(W)     ADJUSTED  
 DE9344* NAVD 88     -       286.02   (meters)     938.4    (feet)  GPS OBS   
 DE9344  ___________________________________________________________________
 DE9344  EPOCH DATE  -        2002.00
 DE9344  X           -     899,665.417 (meters)                     COMP
 DE9344  Y           -  -5,079,526.944 (meters)                     COMP
 DE9344  Z           -   3,738,807.001 (meters)                     COMP
 DE9344  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 DE9344  ELLIP HEIGHT-         254.263 (meters)          (02/10/07) ADJUSTED
 DE9344  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DE9344
 DE9344  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9344  Type    PID    Designation                      North   East  Ellip
 DE9344  -------------------------------------------------------------------
 DE9344  NETWORK DE9344 436E 200                          0.92   0.74   1.33
 DE9344  -------------------------------------------------------------------
 DE9344
 DE9344.The horizontal coordinates were established by GPS observations
 DE9344.and adjusted by the National Geodetic Survey in February 2007.
 DE9344
 DE9344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9344.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9344.The horizontal coordinates are valid at the epoch date displayed above.
 DE9344.The epoch date for horizontal control is a decimal equivalence
 DE9344.of Year/Month/Day.
 DE9344
 DE9344.The orthometric height was determined by GPS observations and a
 DE9344.high-resolution geoid model.
 DE9344.The orthometric height was determined by GPS observations and a
 DE9344.high-resolution geoid model using precise GPS observation and
 DE9344.processing techniques.
 DE9344
 DE9344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9344
 DE9344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9344
 DE9344.The ellipsoidal height was determined by GPS observations
 DE9344.and is referenced to NAD 83.
 DE9344
 DE9344.The geoid height was determined by GEOID03.
 DE9344
 DE9344;                    North         East     Units Scale Factor Converg.
 DE9344;SPC NC       -   262,960.514   523,519.748   MT  0.99998643   -0 33 06.7
 DE9344;SPC NC       -   862,729.62  1,717,581.04   sFT  0.99998643   -0 33 06.7
 DE9344;UTM  17      - 3,997,393.301   593,941.429   MT  0.99970874   +0 36 55.1
 DE9344
 DE9344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9344!SPC NC       -   0.99996010  x   0.99998643  =   0.99994653
 DE9344!UTM  17      -   0.99996010  x   0.99970874  =   0.99966885
 DE9344
 DE9344:                Primary Azimuth Mark                     Grid Az
 DE9344:SPC NC       -  435E 200                                 152 27 57.7
 DE9344:UTM  17      -  435E 200                                 151 17 55.9
 DE9344
 DE9344|---------------------------------------------------------------------|
 DE9344| PID    Reference Object                     Distance      Geod. Az  |
 DE9344|                                                           dddmmss.s |
 DE9344| DE9345 435E 200                            460.857 METERS 1515451.0 |
 DE9344|---------------------------------------------------------------------|
 DE9344
 DE9344                          SUPERSEDED SURVEY CONTROL
 DE9344
 DE9344  NAD 83(2001)-  36 07 00.00856(N)    079 57 22.18466(W) AD(       ) 1
 DE9344  ELLIP H (03/13/03)  254.265  (m)                       GP(       ) 4 2
 DE9344  NAD 83(1986)-  36 07 00.01442(N)    079 57 22.19333(W) AD(       ) 1
 DE9344
 DE9344.Superseded values are not recommended for survey control.
 DE9344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9344.See file dsdata.txt to determine how the superseded data were derived.
 DE9344
 DE9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9394197393(NAD 83)
 DE9344_MARKER: DD = SURVEY DISK
 DE9344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9344_STAMPING: 436E.200 7/97
 DE9344_MARK LOGO: NC1940
 DE9344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9344+STABILITY: SURFACE MOTION
 DE9344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9344+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9344
 DE9344  HISTORY     - Date     Condition        Report By
 DE9344  HISTORY     - 1997     MONUMENTED       NC1940
 DE9344
 DE9344                          STATION DESCRIPTION
 DE9344
 DE9344'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9344'STATION IS LOCATED IN WESTERN GREENSBORO, ABOUT 1.4 MILE (2.3 KM)
 DE9344'NORTHWEST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG REGIONAL
 DE9344'ROAD.
 DE9344'ALONG REGIONAL ROAD FOR 2.8 MI (4.5 KM) NORTH FROM THE I-40 OVERPASS,
 DE9344'TO STATION ON THE LEFT/WEST SIDE OF ROAD, AND APPROXIMATELY 275-FEET
 DE9344'NORTH OF AN AIRBORNE EXPRESS BUSINESS.
 DE9344'MARK IS ABOUT 2.5-FEET LOWER THAN THE CENTERLINE OF REGIONAL ROAD AND
 DE9344'FLUSH WITH THE GROUND. LOCATED 47.0 FT (14.3 M) WEST OF THE CENTERLINE
 DE9344'OF REGIONAL ROAD, 16.0 FT (4.9 M) WEST OF CURB, 37.2 FT (11.3 M) SOUTH
 DE9344'OF A POWER POLE (USED AS A TIE SUPPORT), 134.5 FT (41.0 M) NORTH OF
 DE9344'CENTER OF METAL STORM DRAIN INLET IN CURB, AND 81.0 FT (24.7 M) WEST
 DE9344'OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9248 ***********************************************************************
 DE9248  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9248  DESIGNATION -  43E 200
 DE9248  PID         -  DE9248
 DE9248  STATE/COUNTY-  NC/GUILFORD
 DE9248  USGS QUAD   -  GREENSBORO (1994)
 DE9248
 DE9248                         *CURRENT SURVEY CONTROL
 DE9248  ___________________________________________________________________
 DE9248* NAD 83(2007)-  36 02 39.83834(N)    079 50 06.57134(W)     ADJUSTED  
 DE9248* NAVD 88     -       234.38   (meters)     769.0    (feet)  GPS OBS   
 DE9248  ___________________________________________________________________
 DE9248  EPOCH DATE  -        2002.00
 DE9248  X           -     911,217.162 (meters)                     COMP
 DE9248  Y           -  -5,082,223.844 (meters)                     COMP
 DE9248  Z           -   3,732,295.947 (meters)                     COMP
 DE9248  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 DE9248  ELLIP HEIGHT-         203.486 (meters)          (02/10/07) ADJUSTED
 DE9248  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DE9248
 DE9248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9248  Type    PID    Designation                      North   East  Ellip
 DE9248  -------------------------------------------------------------------
 DE9248  NETWORK DE9248 43E 200                           1.96   1.67   2.96
 DE9248  -------------------------------------------------------------------
 DE9248
 DE9248.The horizontal coordinates were established by GPS observations
 DE9248.and adjusted by the National Geodetic Survey in February 2007.
 DE9248
 DE9248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9248.The horizontal coordinates are valid at the epoch date displayed above.
 DE9248.The epoch date for horizontal control is a decimal equivalence
 DE9248.of Year/Month/Day.
 DE9248
 DE9248.The orthometric height was determined by GPS observations and a
 DE9248.high-resolution geoid model.
 DE9248.The orthometric height was determined by GPS observations and a
 DE9248.high-resolution geoid model using precise GPS observation and
 DE9248.processing techniques.
 DE9248
 DE9248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9248
 DE9248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9248
 DE9248.The ellipsoidal height was determined by GPS observations
 DE9248.and is referenced to NAD 83.
 DE9248
 DE9248.The geoid height was determined by GEOID03.
 DE9248
 DE9248;                    North         East     Units Scale Factor Converg.
 DE9248;SPC NC       -   254,843.641   534,345.746   MT  0.99996817   -0 28 55.3
 DE9248;SPC NC       -   836,099.51  1,753,099.34   sFT  0.99996817   -0 28 55.3
 DE9248;UTM  17      - 3,989,500.684   604,927.740   MT  0.99973566   +0 41 07.7
 DE9248
 DE9248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9248!SPC NC       -   0.99996806  x   0.99996817  =   0.99993624
 DE9248!UTM  17      -   0.99996806  x   0.99973566  =   0.99970373
 DE9248
 DE9248:                Primary Azimuth Mark                     Grid Az
 DE9248:SPC NC       -  42W 200                                  106 18 39.9
 DE9248:UTM  17      -  42W 200                                  105 08 36.9
 DE9248
 DE9248|---------------------------------------------------------------------|
 DE9248| PID    Reference Object                     Distance      Geod. Az  |
 DE9248|                                                           dddmmss.s |
 DE9248| DE9249 42W 200                             452.604 METERS 1054944.6 |
 DE9248|---------------------------------------------------------------------|
 DE9248
 DE9248                          SUPERSEDED SURVEY CONTROL
 DE9248
 DE9248  NAD 83(2001)-  36 02 39.83862(N)    079 50 06.57109(W) AD(       ) 1
 DE9248  ELLIP H (03/13/03)  203.488  (m)                       GP(       ) 4 2
 DE9248  NAD 83(1986)-  36 02 39.84453(N)    079 50 06.57849(W) AD(       ) 1
 DE9248
 DE9248.Superseded values are not recommended for survey control.
 DE9248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9248.See file dsdata.txt to determine how the superseded data were derived.
 DE9248
 DE9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0492889501(NAD 83)
 DE9248_MARKER: DD = SURVEY DISK
 DE9248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9248_STAMPING: 43E.200 7/97
 DE9248_MARK LOGO: NC1940
 DE9248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9248+STABILITY: SURFACE MOTION
 DE9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9248+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9248
 DE9248  HISTORY     - Date     Condition        Report By
 DE9248  HISTORY     - 1997     MONUMENTED       NC1940
 DE9248
 DE9248                          STATION DESCRIPTION
 DE9248
 DE9248'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9248'STATION IS LOCATED IN GREENSBORO, ABOUT 3.1 MI (5.0 KM) SOUTHWEST OF
 DE9248'THE CITY-COUNTY DOWNTOWN COMPLEX, IN THE HILLSIDE PARK AREA.
 DE9248'PROCEED ALONG HIGH POINT ROAD FOR 0.2 MI (0.3 KM) NORTHEAST FROM THE
 DE9248'I-40 OVERPASS, THENCE RIGHT/SOUTHEAST FOR 0.15 MI (0.24 KM) ALONG
 DE9248'MEADOWVIEW ROAD, THENCE LEFT/EAST FOR ABOUT 150-FEET ALONG MURRAYHILL
 DE9248'ROAD, TO STATION ON RIGHT, AT THE ABANDONED HILLSIDE POOL.
 DE9248'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 1 INCH BELOW THE GROUND.
 DE9248'LOCATED 27.4 FT (8.4 M) SOUTH OF THE CENTERLINE OF MURRAYHILL ROAD,
 DE9248'14.4 FT (4.4 M) SOUTHEAST OF POWER POLE WITH LIGHT (THIRD FROM
 DE9248'INTERSECTION), 56.1 FT (17.1 M) NORTH-NORTHEAST OF THE NORTHEAST
 DE9248'CORNER OF HILLSIDE POOL BUILDING, 5.7 FT (1.7 M) WEST OF NORTHEAST
 DE9248'CORNER OF POOL PARKING LOT, ALSO ACROSS THE STREET AND 8.0 FT (2.4 M)
 DE9248'EAST OF THE PROLONGATION OF THE WEST SIDE OF HOUSE NUMBER 2600.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2220 ***********************************************************************
 EZ2220  DESIGNATION -  44 DRD
 EZ2220  PID         -  EZ2220
 EZ2220  STATE/COUNTY-  NC/WAKE
 EZ2220  USGS QUAD   -  GARNER (1993)
 EZ2220
 EZ2220                         *CURRENT SURVEY CONTROL
 EZ2220  ___________________________________________________________________
 EZ2220* NAD 83(1986)-  35 38 20.     (N)    078 36 58.     (W)     SCALED    
 EZ2220* NAVD 88     -       107.975  (meters)     354.25   (feet)  ADJUSTED  
 EZ2220  ___________________________________________________________________
 EZ2220  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ2220  DYNAMIC HT  -         107.880 (meters)     353.94  (feet)  COMP
 EZ2220  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 EZ2220
 EZ2220  VERT ORDER  -  SECOND    CLASS II
 EZ2220
 EZ2220.The horizontal coordinates were scaled from a topographic map and have
 EZ2220.an estimated accuracy of +/- 6 seconds.
 EZ2220
 EZ2220.The orthometric height was determined by differential leveling
 EZ2220.and adjusted in June 1991.
 EZ2220
 EZ2220.The geoid height was determined by GEOID03.
 EZ2220
 EZ2220.The dynamic height is computed by dividing the NAVD 88
 EZ2220.geopotential number by the normal gravity value computed on the
 EZ2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2220.degrees latitude (g = 980.6199 gals.).
 EZ2220
 EZ2220.The modeled gravity was interpolated from observed gravity values.
 EZ2220
 EZ2220;                    North         East    Units  Estimated Accuracy
 EZ2220;SPC NC       -   209,600.      644,370.      MT  (+/- 180 meters Scaled)
 EZ2220
 EZ2220                          SUPERSEDED SURVEY CONTROL
 EZ2220
 EZ2220  NGVD 29 (??/??/92)  108.220  (m)          355.05   (f) ADJ UNCH    2 2
 EZ2220
 EZ2220.Superseded values are not recommended for survey control.
 EZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2220.See file dsdata.txt to determine how the superseded data were derived.
 EZ2220
 EZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV158465(NAD 83)
 EZ2220_MARKER: DD = SURVEY DISK
 EZ2220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2220_SP_SET: BASE
 EZ2220_STAMPING: 44 DRD 1960
 EZ2220_MARK LOGO: USGS  
 EZ2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2220
 EZ2220  HISTORY     - Date     Condition        Report By
 EZ2220  HISTORY     - 1960     MONUMENTED       USGS
 EZ2220  HISTORY     - 1976     GOOD             NCGS
 EZ2220  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 EZ2220
 EZ2220                          STATION DESCRIPTION
 EZ2220
 EZ2220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2220'4.7 MI S FROM GARNER.
 EZ2220'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON
 EZ2220'DAM, PROCEED SOUTH ALONG NC 50 FOR 1.35 MILES TO Y INTERSECTION WITH
 EZ2220'SR 2731, CONTINUE SOUTH ALONG SR 2731 FOR 0.25 MILE TO P. R. GULLEYS
 EZ2220'STORE ON LEFT AND STATION IN CONCRETE BASE OF GASOLINE PUMPS, 50.8 FT.
 EZ2220'E OF CENTERLINE OF SR 2731, 20.0 FT. NNE OF NORTHWEST CORNER OF STORE,
 EZ2220'23.0 FT. NW OF NORTHEAST CORNER OF STORE AND 8.6 FT. W OF EASTERNMOST
 EZ2220'POST IN FRONT OF STORE WITH ALUMINUM REF. TAG. DISK IS SET FLUSH IN
 EZ2220'DRILL HOLE.
 EZ2220
 EZ2220                          STATION RECOVERY (2005)
 EZ2220
 EZ2220'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2220'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3374 ***********************************************************************
 GA3374  DESIGNATION -  44 EG 10
 GA3374  PID         -  GA3374
 GA3374  STATE/COUNTY-  NC/AVERY
 GA3374  USGS QUAD   -  CARVERS GAP (1994)
 GA3374
 GA3374                         *CURRENT SURVEY CONTROL
 GA3374  ___________________________________________________________________
 GA3374* NAD 83(2001)-  36 04 03.44921(N)    082 00 01.32923(W)     NO CHECK  
 GA3374* NAVD 88     -       947.65   (+/-2cm)    3109.1    (feet)  VERTCON   
 GA3374  ___________________________________________________________________
 GA3374  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 GA3374  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 GA3374  HORZ ORDER  -  THIRD
 GA3374  VERT ORDER  -  THIRD ? (See Below)
 GA3374
 GA3374.The horizontal coordinates were established by classical geodetic methods
 GA3374.and adjusted by the National Geodetic Survey in August 2005.
 GA3374.No horizontal observational check was made to the station.
 GA3374
 GA3374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3374.The vertical order pertains to the NGVD 29 superseded value.
 GA3374
 GA3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3374
 GA3374.The geoid height was determined by GEOID03.
 GA3374
 GA3374;                    North         East     Units Scale Factor Converg.
 GA3374;SPC NC       -   261,188.368   339,356.229   MT  0.99997386   -1 43 54.2
 GA3374;SPC NC       -   856,915.50  1,113,371.23   sFT  0.99997386   -1 43 54.2
 GA3374;UTM  17      - 3,991,912.104   409,914.721   MT  0.99969999   -0 35 20.4
 GA3374
 GA3374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3374!SPC NC       -   0.99985610  x   0.99997386  =   0.99982997
 GA3374!UTM  17      -   0.99985610  x   0.99969999  =   0.99955614
 GA3374
 GA3374                          SUPERSEDED SURVEY CONTROL
 GA3374
 GA3374  NAD 83(1995)-  36 04 03.44943(N)    082 00 01.32436(W) AD(       ) 3
 GA3374  NAD 83(1993)-  36 04 03.45561(N)    082 00 01.32959(W) AD(       ) 3
 GA3374  NAD 83(1993)-  36 04 03.45556(N)    082 00 01.33014(W) AD(       ) 3
 GA3374  NAD 83(1986)-  36 04 03.45516(N)    082 00 01.33136(W) AD(       ) 3
 GA3374  NAD 27      -  36 04 03.00447(N)    082 00 01.91001(W) AD(       ) 3
 GA3374  NGVD 29 (07/19/86)  947.74   (m)         3109.4    (f) LEVELING    3  
 GA3374
 GA3374.Superseded values are not recommended for survey control.
 GA3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3374.See file dsdata.txt to determine how the superseded data were derived.
 GA3374
 GA3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0991591912(NAD 83)
 GA3374_MARKER: DE = TRAVERSE STATION DISK
 GA3374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GA3374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3374+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2008
 GA3374
 GA3374  HISTORY     - Date     Condition        Report By
 GA3374  HISTORY     - 1974     MONUMENTED       NCDOT
 GA3374  HISTORY     - 20080322 GOOD             GEOCAC
 GA3374
 GA3374                          STATION DESCRIPTION
 GA3374
 GA3374'DESCRIBED BY 
NC DOT 1974 (EAG)
 GA3374'44 EG 10 IS A N.C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 GA3374'APPROXIMATELY 4.3 MILES SOUTHWEST OF NEWLAND AND 6.6 MILES NORTH OF
 GA3374'INGALLS.
 GA3374'
 GA3374'TO REACH STATION FROM T INTERSECTION OF US 19E AND SR 1121 BY HARDWARE
 GA3374'STORE AT FRANK, PROCEED SOUTH ALONG SR 1121 FOR 0.15 MILE TO SLIPPERY
 GA3374'HILL CEMETERY AND STATION ON LEFT ON CROWN OF A RIDGE IN CEMETERY,
 GA3374'APPROXIMATELY 100 FEET SOUTH OF GATE DIVIDING CEMETERY.
 GA3374'
 GA3374'STATION MARK IS A STANDARD NCHC TRAVERSE DISK, STAMPED
 GA3374'---44 EG 10 1974---, SET IN THE TOP OF A CONCRETE PRECAST, FLUSH WITH
 GA3374'THE SURFACE OF THE GROUND.  THE MARK IS 47.0 FEET EAST OF AND 13 FEET
 GA3374'ABOVE THE CENTERLINE OF SR 1121, 22.0 FEET NORTHEAST OF TOP OF
 GA3374'NORTHEAST CORNER OF ELIZABETH SHORT HEADSTONE, 70.4 FEET SOUTHWEST OF
 GA3374'R/R SPIKE IN A 20 INCH OAK, AND 18.8 FEET NORTHWEST OF TOP OF
 GA3374'NORTHWEST CORNER OF HEADSTONE OF COZIE HUGHES.
 GA3374
 GA3374                          STATION RECOVERY (2008)
 GA3374
 GA3374'RECOVERY NOTE BY GEOCACHING 2008 (JHS)
 GA3374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2132 ***********************************************************************
 FZ2132  DESIGNATION -  44 EG 19
 FZ2132  PID         -  FZ2132
 FZ2132  STATE/COUNTY-  NC/AVERY
 FZ2132  USGS QUAD   -  ELK PARK (1994)
 FZ2132
 FZ2132                         *CURRENT SURVEY CONTROL
 FZ2132  ___________________________________________________________________
 FZ2132* NAD 83(2001)-  36 08 55.68423(N)    081 57 52.19432(W)     ADJUSTED  
 FZ2132* NAVD 88     -       960.56   (+/-2cm)    3151.4    (feet)  VERTCON   
 FZ2132  ___________________________________________________________________
 FZ2132  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FZ2132  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FZ2132  HORZ ORDER  -  SECOND
 FZ2132  VERT ORDER  -  THIRD ? (See Below)
 FZ2132
 FZ2132.The horizontal coordinates were established by classical geodetic methods
 FZ2132.and adjusted by the National Geodetic Survey in August 2005.
 FZ2132
 FZ2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2132.The vertical order pertains to the NGVD 29 superseded value.
 FZ2132
 FZ2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2132
 FZ2132.The geoid height was determined by GEOID03.
 FZ2132
 FZ2132;                    North         East     Units Scale Factor Converg.
 FZ2132;SPC NC       -   270,094.557   342,855.111   MT  0.99999506   -1 42 39.7
 FZ2132;SPC NC       -   886,135.23  1,124,850.48   sFT  0.99999506   -1 42 39.7
 FZ2132;UTM  17      - 4,000,883.695   413,234.389   MT  0.99969276   -0 34 08.3
 FZ2132
 FZ2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2132!SPC NC       -   0.99985409  x   0.99999506  =   0.99984916
 FZ2132!UTM  17      -   0.99985409  x   0.99969276  =   0.99954690
 FZ2132
 FZ2132:                Primary Azimuth Mark                     Grid Az
 FZ2132:SPC NC       -  44 EG 21                                 002 44 28.7
 FZ2132:UTM  17      -  44 EG 21                                 001 35 57.3
 FZ2132
 FZ2132|---------------------------------------------------------------------|
 FZ2132| PID    Reference Object                     Distance      Geod. Az  |
 FZ2132|                                                           dddmmss.s |
 FZ2132| FZ2131 44 EG 21                            462.863 METERS 0010149.0 |
 FZ2132| FZ2133 STREAM                              357.530 METERS 35632     |
 FZ2132|---------------------------------------------------------------------|
 FZ2132
 FZ2132                          SUPERSEDED SURVEY CONTROL
 FZ2132
 FZ2132  NAD 83(1995)-  36 08 55.68282(N)    081 57 52.19041(W) AD(       ) 2
 FZ2132  NAD 83(1993)-  36 08 55.68914(N)    081 57 52.19476(W) AD(       ) 2
 FZ2132  NAD 83(1986)-  36 08 55.68974(N)    081 57 52.19852(W) AD(       ) 2
 FZ2132  NAD 27      -  36 08 55.23851(N)    081 57 52.78181(W) AD(       ) 2
 FZ2132  NGVD 29 (07/19/86)  960.65   (m)         3151.7    (f) LEVELING    3  
 FZ2132
 FZ2132.Superseded values are not recommended for survey control.
 FZ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2132.See file dsdata.txt to determine how the superseded data were derived.
 FZ2132
 FZ2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1323400884(NAD 83)
 FZ2132_MARKER: DE = TRAVERSE STATION DISK
 FZ2132_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2132
 FZ2132  HISTORY     - Date     Condition        Report By
 FZ2132  HISTORY     - 1974     MONUMENTED       NCSHC
 FZ2132
 FZ2132                          STATION DESCRIPTION
 FZ2132
 FZ2132'DESCRIBED BY NC STATE HWYS COMM 1974 (EAG)
 FZ2132'THE STATION IS A N. C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 FZ2132'APPROXIMATELY 1.1 MILES SOUTHEAST OF ELK PARK AND 3.6 MILES NORTHEAST
 FZ2132'OF MINNEAPOLIS, NORTH CAROLINA.
 FZ2132'
 FZ2132'TO REACH STATION FROM THE INTERSECTION OF US 19E AND NC 194 NEAR ELK
 FZ2132'PARK, PROCEED SOUTHWEST ALONG US 19E FOR 0.3 MILE TO CURVE TO LEFT AND
 FZ2132'HILL ON LEFT, THENCE WALK SOUTH UP RIDGE IN PASTURE APPROXIMATELY 200
 FZ2132'FEET TO STATION IN THIRD SMALL GROUP OF BOULDERS.
 FZ2132'
 FZ2132'STATION IS A STANDARD NCHC TRAVERSE DISK, STAMPED---44 EG 19 1974---,
 FZ2132'SET IN THE TOP OF A CONCRETE PRECAST, 1 INCH BELOW THE GROUND SURFACE.
 FZ2132'MARK IS 37.9 FEET SOUTH-SOUTHEAST OF A CHISELED SQUARE ON A BOULDER
 FZ2132'(2 FEET ABOVE GROUND), 46.0 FEET SOUTHWEST OF A CHISELED SQUARE ON A
 FZ2132'BOULDER (FLUSH WITH THE GROUND) AND 2.8 FEET WEST-NORTHWEST OF A
 FZ2132'CHISELED SQUARE ON A BOULDER (2 FEET ABOVE THE GROUND).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2135 ***********************************************************************
 FZ2135  DESIGNATION -  44 EG 20
 FZ2135  PID         -  FZ2135
 FZ2135  STATE/COUNTY-  NC/AVERY
 FZ2135  USGS QUAD   -  ELK PARK (1994)
 FZ2135
 FZ2135                         *CURRENT SURVEY CONTROL
 FZ2135  ___________________________________________________________________
 FZ2135* NAD 83(2001)-  36 08 24.17118(N)    081 58 07.31251(W)     ADJUSTED  
 FZ2135* NAVD 88     -       966.92   (+/-2cm)    3172.3    (feet)  VERTCON   
 FZ2135  ___________________________________________________________________
 FZ2135  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 FZ2135  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FZ2135  HORZ ORDER  -  SECOND
 FZ2135  VERT ORDER  -  THIRD ? (See Below)
 FZ2135
 FZ2135.The horizontal coordinates were established by classical geodetic methods
 FZ2135.and adjusted by the National Geodetic Survey in August 2005.
 FZ2135
 FZ2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2135.The vertical order pertains to the NGVD 29 superseded value.
 FZ2135
 FZ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2135
 FZ2135.The geoid height was determined by GEOID03.
 FZ2135
 FZ2135;                    North         East     Units Scale Factor Converg.
 FZ2135;SPC NC       -   269,134.973   342,448.309   MT  0.99999268   -1 42 48.4
 FZ2135;SPC NC       -   882,986.99  1,123,515.83   sFT  0.99999268   -1 42 48.4
 FZ2135;UTM  17      - 3,999,916.484   412,846.911   MT  0.99969359   -0 34 16.8
 FZ2135
 FZ2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2135!SPC NC       -   0.99985309  x   0.99999268  =   0.99984577
 FZ2135!UTM  17      -   0.99985309  x   0.99969359  =   0.99954673
 FZ2135
 FZ2135                          SUPERSEDED SURVEY CONTROL
 FZ2135
 FZ2135  NAD 83(1995)-  36 08 24.16974(N)    081 58 07.30850(W) AD(       ) 2
 FZ2135  NAD 83(1993)-  36 08 24.17638(N)    081 58 07.31279(W) AD(       ) 2
 FZ2135  NAD 83(1986)-  36 08 24.17694(N)    081 58 07.31648(W) AD(       ) 2
 FZ2135  NAD 27      -  36 08 23.72485(N)    081 58 07.89842(W) AD(       ) 2
 FZ2135  NGVD 29 (07/19/86)  967.01   (m)         3172.6    (f) LEVELING    3  
 FZ2135
 FZ2135.Superseded values are not recommended for survey control.
 FZ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2135.See file dsdata.txt to determine how the superseded data were derived.
 FZ2135
 FZ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1284799916(NAD 83)
 FZ2135_MARKER: DE = TRAVERSE STATION DISK
 FZ2135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2135
 FZ2135  HISTORY     - Date     Condition        Report By
 FZ2135  HISTORY     - 1974     MONUMENTED       NCSHC
 FZ2135
 FZ2135                          STATION DESCRIPTION
 FZ2135
 FZ2135'DESCRIBED BY NC STATE HWYS COMM 1974 (EAG)
 FZ2135'44 EG 20 IS A N.C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 FZ2135'APPROXIMATELY 1.4 MILES SOUTHEAST OF ELK PARK AND 2.9 MILES NORTHEAST
 FZ2135'OF MINNEAPOLIS, NORTH CAROLINA.
 FZ2135'
 FZ2135'TO REACH STATION FROM INTERSECTION OF US 19E AND NC 194 NEAR ELK PARK,
 FZ2135'PROCEED SOUTHWESTERLY ALONG US 19E FOR 1.0 MILE TO STATION BY POWER
 FZ2135'POLE AT EDGE OF GRAVEL PARKING AREA ON LEFT AND 0.2 MILE SOUTH OF
 FZ2135'CRANBERRY BAPTIST CHURCH.
 FZ2135'
 FZ2135'STATION IS A STANDARD NCHC TRAVERSE DISK, STAMPED---44 EG 20 1974---,
 FZ2135'SET IN THE TOP OF A CONCRETE PRECAST, 2 INCHES BELOW THE SURFACE OF
 FZ2135'THE GROUND.  THE MARK IS 18.5 FEET WEST OF THE CENTERLINE OF US 19E,
 FZ2135'1.6 FEET EAST OF A R/R SPIKE IN POWER POLE NO.27, 39.5 FEET
 FZ2135'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK WALL, AND 49.1
 FZ2135'FEET WEST-SOUTHWEST OF A NAIL IN CAP IN A 36 INCH MAPLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2131 ***********************************************************************
 FZ2131  DESIGNATION -  44 EG 21
 FZ2131  PID         -  FZ2131
 FZ2131  STATE/COUNTY-  NC/AVERY
 FZ2131  USGS QUAD   -  ELK PARK (1994)
 FZ2131
 FZ2131                         *CURRENT SURVEY CONTROL
 FZ2131  ___________________________________________________________________
 FZ2131* NAD 83(2001)-  36 09 10.69800(N)    081 57 51.86126(W)     ADJUSTED  
 FZ2131* NAVD 88     -       937.94   (+/-2cm)    3077.2    (feet)  VERTCON   
 FZ2131  ___________________________________________________________________
 FZ2131  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FZ2131  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FZ2131  HORZ ORDER  -  SECOND
 FZ2131  VERT ORDER  -  THIRD ? (See Below)
 FZ2131
 FZ2131.The horizontal coordinates were established by classical geodetic methods
 FZ2131.and adjusted by the National Geodetic Survey in August 2005.
 FZ2131
 FZ2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2131.The vertical order pertains to the NGVD 29 superseded value.
 FZ2131
 FZ2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2131
 FZ2131.The geoid height was determined by GEOID03.
 FZ2131
 FZ2131;                    North         East     Units Scale Factor Converg.
 FZ2131;SPC NC       -   270,556.865   342,877.250   MT  0.99999621   -1 42 39.5
 FZ2131;SPC NC       -   887,651.98  1,124,923.11   sFT  0.99999621   -1 42 39.5
 FZ2131;UTM  17      - 4,001,346.213   413,247.306   MT  0.99969273   -0 34 08.3
 FZ2131
 FZ2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2131!SPC NC       -   0.99985765  x   0.99999621  =   0.99985386
 FZ2131!UTM  17      -   0.99985765  x   0.99969273  =   0.99955042
 FZ2131
 FZ2131                          SUPERSEDED SURVEY CONTROL
 FZ2131
 FZ2131  NAD 83(1995)-  36 09 10.69658(N)    081 57 51.85739(W) AD(       ) 2
 FZ2131  NAD 83(1993)-  36 09 10.70363(N)    081 57 51.86176(W) AD(       ) 2
 FZ2131  NAD 83(1986)-  36 09 10.70424(N)    081 57 51.86558(W) AD(       ) 2
 FZ2131  NAD 27      -  36 09 10.25330(N)    081 57 52.44927(W) AD(       ) 2
 FZ2131  NGVD 29 (07/19/86)  938.03   (m)         3077.5    (f) LEVELING    3  
 FZ2131
 FZ2131.Superseded values are not recommended for survey control.
 FZ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2131.See file dsdata.txt to determine how the superseded data were derived.
 FZ2131
 FZ2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1324701346(NAD 83)
 FZ2131_MARKER: DE = TRAVERSE STATION DISK
 FZ2131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ2131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2131
 FZ2131  HISTORY     - Date     Condition        Report By
 FZ2131  HISTORY     - 1975     MONUMENTED       NCSHC
 FZ2131
 FZ2131                          STATION DESCRIPTION
 FZ2131
 FZ2131'DESCRIBED BY NC STATE HWYS COMM 1975 (EAG)
 FZ2131'THE STATION IS A N. C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 FZ2131'APPROXIMATELY 1.0 MILE SOUTHEAST OF ELK PARK AND 3.8 MILES
 FZ2131'NORTH-NORTHEAST OF MINNEAPOLIS, NORTH CAROLINA.
 FZ2131'
 FZ2131'THE STATION IS LOCATED AT THE CRANBERRY CREEK CROSSING UNDER US 19E
 FZ2131'AND NC 194 SOUTHEAST OF ELK PARK BETWEEN THE TWO JUNCTIONS OF US 19E
 FZ2131'AND NC 194, AND IN THE SHOULDER ON THE SOUTHEAST PROJECTION OF THE
 FZ2131'NORTHEAST HEADWALL.
 FZ2131'
 FZ2131'STATION MARK IS A STANDARD NCHC DISK, STAMPED---44 EG 21 1974---,
 FZ2131'SET IN THE TOP OF A CONCRETE PRECAST, FLUSH WITH THE GROUND.
 FZ2131'SURFACE.  MARK IS 28.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 FZ2131'44.0 FEET SOUTHEAST OF THE CENTERLINE OF CREEK, 28.5 FEET SOUTHEAST OF
 FZ2131'A CHISELED SQUARE, 57.6 FEET NORTH-NORTHEAST OF A CHISELED SQUARE ON
 FZ2131'NORTHWEST CORNER OF SOUTHWEST HEADWALL AND 180.6 FEET NORTHWEST OF A
 FZ2131'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3376 ***********************************************************************
 GA3376  DESIGNATION -  44 EG 24
 GA3376  PID         -  GA3376
 GA3376  STATE/COUNTY-  NC/AVERY
 GA3376  USGS QUAD   -  CARVERS GAP (1994)
 GA3376
 GA3376                         *CURRENT SURVEY CONTROL
 GA3376  ___________________________________________________________________
 GA3376* NAD 83(2001)-  36 01 01.42518(N)    082 01 04.08846(W)     ADJUSTED  
 GA3376* NAVD 88     -       902.07   (+/-2cm)    2959.5    (feet)  VERTCON   
 GA3376  ___________________________________________________________________
 GA3376  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 GA3376  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 GA3376  HORZ ORDER  -  SECOND
 GA3376  VERT ORDER  -  THIRD ? (See Below)
 GA3376
 GA3376.The horizontal coordinates were established by classical geodetic methods
 GA3376.and adjusted by the National Geodetic Survey in August 2005.
 GA3376
 GA3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3376.The vertical order pertains to the NGVD 29 superseded value.
 GA3376
 GA3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3376
 GA3376.The geoid height was determined by GEOID03.
 GA3376
 GA3376;                    North         East     Units Scale Factor Converg.
 GA3376;SPC NC       -   255,628.363   337,615.978   MT  0.99996168   -1 44 30.4
 GA3376;SPC NC       -   838,674.05  1,107,661.75   sFT  0.99996168   -1 44 30.4
 GA3376;UTM  17      - 3,986,319.979   408,286.157   MT  0.99970364   -0 35 54.7
 GA3376
 GA3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3376!SPC NC       -   0.99986326  x   0.99996168  =   0.99982495
 GA3376!UTM  17      -   0.99986326  x   0.99970364  =   0.99956694
 GA3376
 GA3376:                Primary Azimuth Mark                     Grid Az
 GA3376:SPC NC       -  44 EG 25                                 270 47 46.5
 GA3376:UTM  17      -  44 EG 25                                 269 39 10.8
 GA3376
 GA3376|---------------------------------------------------------------------|
 GA3376| PID    Reference Object                     Distance      Geod. Az  |
 GA3376|                                                           dddmmss.s |
 GA3376| GA3377 44 EG 25                            499.622 METERS 2690316.1 |
 GA3376|---------------------------------------------------------------------|
 GA3376
 GA3376                          SUPERSEDED SURVEY CONTROL
 GA3376
 GA3376  NAD 83(1995)-  36 01 01.42199(N)    082 01 04.07460(W) AD(       ) 2
 GA3376  NAD 83(1993)-  36 01 01.42873(N)    082 01 04.08048(W) AD(       ) 2
 GA3376  NAD 83(1993)-  36 01 01.42873(N)    082 01 04.08056(W) AD(       ) 2
 GA3376  NAD 83(1986)-  36 01 01.42814(N)    082 01 04.08117(W) AD(       ) 2
 GA3376  NAD 27      -  36 01 00.96984(N)    082 01 04.65779(W) AD(       ) 2
 GA3376  NGVD 29 (07/19/86)  902.14   (m)         2959.8    (f) LEVELING    3  
 GA3376
 GA3376.Superseded values are not recommended for survey control.
 GA3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3376.See file dsdata.txt to determine how the superseded data were derived.
 GA3376
 GA3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0828686320(NAD 83)
 GA3376_MARKER: DE = TRAVERSE STATION DISK
 GA3376_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GA3376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3376
 GA3376  HISTORY     - Date     Condition        Report By
 GA3376  HISTORY     - 1974     MONUMENTED       NCDOT
 GA3376
 GA3376                          STATION DESCRIPTION
 GA3376
 GA3376'DESCRIBED BY 
NC DOT 1974 (EAG)
 GA3376'44 EG 24 IS A N.C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 GA3376'APPROXIMATELY 3.8 MILES NORTH OF INGALLS AND 5.8 MILES WEST OF
 GA3376'CROSSNORE, NORTH CAROLINA.
 GA3376'
 GA3376'TO REACH STATION FROM THE POST OFFICE AT THE BRIDGE OVER THE NORTH TOE
 GA3376'RIVER IN PLUMTREE, PROCEED SOUTHERLY ALONG US 19E FOR 1.9 MILES TO
 GA3376'ENTRANCE OF BUCK HILL CAMPGROUND ON LEFT, THENCE EAST ALONG DRIVE
 GA3376'(PASSING CAMPGROUND OFFICE) FOR 0.4 MILE TO FORK, THENCE LEFT ALONG
 GA3376'TRAIL THROUGH PASTURE FOR 0.3 MILE TO CROWN OF RIDGE, THENCE UP RIDGE
 GA3376'LEAVING TRAIL FOR 300 FEET TO STATION JUST BELOW WOODS LINE.
 GA3376'
 GA3376'STATION MARK IS A STANDARD NCHC TRAVERSE DISK, STAMPED
 GA3376'---44 EG 24 1974---, SET IN THE TOP OF A CONCRETE PRECAST, FLUSH WITH
 GA3376'THE SURFACE OF THE GROUND.  THE MARK IS 23.0 FEET WEST OF WOODS LINE,
 GA3376'1400.0 FEET EAST OF THE CENTERLINE OF US 19E, 71.1 FEET
 GA3376'SOUTH-SOUTHWEST OF R/R SPIKE IN 10 INCH OAK, 30.3 FEET SOUTHWEST OF
 GA3376'A NAIL IN CAP IN A 3 INCH MAPLE, AND 49.1 FEET NORTHWEST OF A NAIL
 GA3376'IN CAP IN A 16 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3377 ***********************************************************************
 GA3377  DESIGNATION -  44 EG 25
 GA3377  PID         -  GA3377
 GA3377  STATE/COUNTY-  NC/AVERY
 GA3377  USGS QUAD   -  CARVERS GAP (1994)
 GA3377
 GA3377                         *CURRENT SURVEY CONTROL
 GA3377  ___________________________________________________________________
 GA3377* NAD 83(2001)-  36 01 01.15745(N)    082 01 24.03935(W)     NO CHECK  
 GA3377* NAVD 88     -       866.83   (+/-2cm)    2843.9    (feet)  VERTCON   
 GA3377  ___________________________________________________________________
 GA3377  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 GA3377  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3377  HORZ ORDER  -  THIRD
 GA3377  VERT ORDER  -  THIRD ? (See Below)
 GA3377
 GA3377.The horizontal coordinates were established by classical geodetic methods
 GA3377.and adjusted by the National Geodetic Survey in August 2005.
 GA3377.No horizontal observational check was made to the station.
 GA3377
 GA3377.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3377.The vertical order pertains to the NGVD 29 superseded value.
 GA3377
 GA3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3377
 GA3377.The geoid height was determined by GEOID03.
 GA3377
 GA3377;                    North         East     Units Scale Factor Converg.
 GA3377;SPC NC       -   255,635.314   337,116.405   MT  0.99996166   -1 44 41.9
 GA3377;SPC NC       -   838,696.86  1,106,022.74   sFT  0.99996166   -1 44 41.9
 GA3377;UTM  17      - 3,986,316.961   407,786.674   MT  0.99970477   -0 36 06.5
 GA3377
 GA3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3377!SPC NC       -   0.99986879  x   0.99996166  =   0.99983045
 GA3377!UTM  17      -   0.99986879  x   0.99970477  =   0.99957360
 GA3377
 GA3377                          SUPERSEDED SURVEY CONTROL
 GA3377
 GA3377  NAD 83(1995)-  36 01 01.15410(N)    082 01 24.02548(W) AD(       ) 3
 GA3377  NAD 83(1993)-  36 01 01.16084(N)    082 01 24.03067(W) AD(       ) 3
 GA3377  NAD 83(1993)-  36 01 01.16084(N)    082 01 24.03075(W) AD(       ) 3
 GA3377  NAD 83(1986)-  36 01 01.16019(N)    082 01 24.03132(W) AD(       ) 3
 GA3377  NAD 27      -  36 01 00.70161(N)    082 01 24.60732(W) AD(       ) 3
 GA3377  NGVD 29 (07/19/86)  866.89   (m)         2844.1    (f) LEVELING    3  
 GA3377
 GA3377.Superseded values are not recommended for survey control.
 GA3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3377.See file dsdata.txt to determine how the superseded data were derived.
 GA3377
 GA3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0778786317(NAD 83)
 GA3377_MARKER: DE = TRAVERSE STATION DISK
 GA3377_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GA3377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3377
 GA3377  HISTORY     - Date     Condition        Report By
 GA3377  HISTORY     - 1974     MONUMENTED       NCDOT
 GA3377
 GA3377                          STATION DESCRIPTION
 GA3377
 GA3377'DESCRIBED BY 
NC DOT 1974 (EAG)
 GA3377'44 EG 25 IS A N.C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 GA3377'APPROXIMATELY 3.8 MILES NORTH OF INGALLS AND 6.2 MILES WEST OF
 GA3377'CROSSNORE, NORTH CAROLINA.
 GA3377'
 GA3377'TO REACH STATION FROM THE POST OFFICE AT BRIDGE OVER THE NORTH TOE
 GA3377'RIVER IN PLUMTREE, PROCEED SOUTHERLY ALONG US 19E FOR 1.6 MILES TO THE
 GA3377'STATION ON LEFT, 0.3 MILE SOUTH OF RIVERSIDE SCHOOL AND APPROXIMATELY
 GA3377'100 FEET EAST OF A FRAMED DWELLING.
 GA3377'
 GA3377'STATION MARK IS A STANDARD NCHC TRAVERSE DISK, STAMPED
 GA3377'---44 EG 25 1974---, SET IN THE TOP OF A CONCRETE PRECAST, FLUSH WITH
 GA3377'THE SURFACE OF THE GROUND.  THE MARK IS 20.0 FEET EAST OF THE
 GA3377'CENTERLINE OF HIGHWAY, 10.1 FEET NORTH-NORTHWEST OF A R/R SPIKE IN
 GA3377'POWER POLE NO.44, 80.8 FEET SOUTHEAST OF A NAIL IN CAP IN A 30 INCH
 GA3377'LOCUST, AND 83.0 FEET WEST-SOUTHWEST OF A NAIL IN CAP IN POWER POLE
 GA3377'NO.58.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3375 ***********************************************************************
 GA3375  DESIGNATION -  44 EG 9
 GA3375  PID         -  GA3375
 GA3375  STATE/COUNTY-  NC/AVERY
 GA3375  USGS QUAD   -  CARVERS GAP (1994)
 GA3375
 GA3375                         *CURRENT SURVEY CONTROL
 GA3375  ___________________________________________________________________
 GA3375* NAD 83(2001)-  36 03 04.87001(N)    082 00 03.89890(W)     ADJUSTED  
 GA3375* NAVD 88     -      1048.37   (+/-2cm)    3439.5    (feet)  VERTCON   
 GA3375  ___________________________________________________________________
 GA3375  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 GA3375  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 GA3375  HORZ ORDER  -  SECOND
 GA3375  VERT ORDER  -  THIRD ? (See Below)
 GA3375
 GA3375.The horizontal coordinates were established by classical geodetic methods
 GA3375.and adjusted by the National Geodetic Survey in August 2005.
 GA3375
 GA3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3375.The vertical order pertains to the NGVD 29 superseded value.
 GA3375
 GA3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3375
 GA3375.The geoid height was determined by GEOID03.
 GA3375
 GA3375;                    North         East     Units Scale Factor Converg.
 GA3375;SPC NC       -   259,385.644   339,237.383   MT  0.99996986   -1 43 55.7
 GA3375;SPC NC       -   851,001.07  1,112,981.31   sFT  0.99996986   -1 43 55.7
 GA3375;UTM  17      - 3,990,107.859   409,831.875   MT  0.99970018   -0 35 21.1
 GA3375
 GA3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3375!SPC NC       -   0.99984030  x   0.99996986  =   0.99981017
 GA3375!UTM  17      -   0.99984030  x   0.99970018  =   0.99954053
 GA3375
 GA3375:                Primary Azimuth Mark                     Grid Az
 GA3375:SPC NC       -  44 EG 10                                 003 46 19.1
 GA3375:UTM  17      -  44 EG 10                                 002 37 44.5
 GA3375
 GA3375|---------------------------------------------------------------------|
 GA3375| PID    Reference Object                     Distance      Geod. Az  |
 GA3375|                                                           dddmmss.s |
 GA3375| GA3374 44 EG 10                            APPROX. 1.8 KM 0020223.4 |
 GA3375|---------------------------------------------------------------------|
 GA3375
 GA3375                          SUPERSEDED SURVEY CONTROL
 GA3375
 GA3375  NAD 83(1995)-  36 03 04.87024(N)    082 00 03.89441(W) AD(       ) 2
 GA3375  NAD 83(1993)-  36 03 04.87773(N)    082 00 03.89969(W) AD(       ) 2
 GA3375  NAD 83(1993)-  36 03 04.87767(N)    082 00 03.90009(W) AD(       ) 2
 GA3375  NAD 83(1986)-  36 03 04.87730(N)    082 00 03.90114(W) AD(       ) 2
 GA3375  NAD 27      -  36 03 04.42564(N)    082 00 04.48058(W) AD(       ) 2
 GA3375  NGVD 29 (07/19/86) 1048.46   (m)         3439.8    (f) LEVELING    3  
 GA3375
 GA3375.Superseded values are not recommended for survey control.
 GA3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3375.See file dsdata.txt to determine how the superseded data were derived.
 GA3375
 GA3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0983290108(NAD 83)
 GA3375_MARKER: DE = TRAVERSE STATION DISK
 GA3375_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GA3375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3375
 GA3375  HISTORY     - Date     Condition        Report By
 GA3375  HISTORY     - 1974     MONUMENTED       NCDOT
 GA3375
 GA3375                          STATION DESCRIPTION
 GA3375
 GA3375'DESCRIBED BY 
NC DOT 1974 (EAG)
 GA3375'44 EG 9 IS A N.C. HIGHWAY COMMISSION TRAVERSE STATION LOCATED
 GA3375'APPROXIMATELY 4.4 MILES NORTHWEST OF CROSSNORE AND 5.5 MILES NORTH OF
 GA3375'INGALLS, NORTH CAROLINA.
 GA3375'
 GA3375'TO REACH STATION FROM T INTERSECTION OF US 19E AND SR 1121 BY HARDWARE
 GA3375'STORE AT FRANK, PROCEED SOUTH ALONG SR 1121 FOR 1.35 MILES TO LICK LOG
 GA3375'GAP AND STATION ON RIGHT BY FENCE LEADING UP RIDGE.
 GA3375'
 GA3375'STATION MARK IS A STANDARD NCHC TRAVERSE DISK, STAMPED
 GA3375'---44 EG 9 1974---, SET IN THE TOP OF A CONCRETE PRECAST, 4 INCHES
 GA3375'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 145.0 FEET WEST OF AND
 GA3375'42 FEET ABOVE THE CENTERLINE OF SR 1121, 2.5 FEET NORTH OF FENCE LINE,
 GA3375'5.6 FEET SOUTHWEST OF A NAIL IN CAP IN A 4 INCH OAK, 19.2 FEET
 GA3375'NORTHWEST OF A NAIL IN CAP IN A 14 INCH OAK, AND 17.8 FEET
 GA3375'EAST-NORTHEAST OF A R/R SPIKE IN A 20 INCH POPLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1047 ***********************************************************************
 FY1047  DESIGNATION -  44 HLZ
 FY1047  PID         -  FY1047
 FY1047  STATE/COUNTY-  NC/ALAMANCE
 FY1047  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1047
 FY1047                         *CURRENT SURVEY CONTROL
 FY1047  ___________________________________________________________________
 FY1047* NAD 83(1986)-  36 09 11.     (N)    079 29 57.     (W)     SCALED    
 FY1047* NAVD 88     -       197.565  (meters)     648.18   (feet)  ADJUSTED  
 FY1047  ___________________________________________________________________
 FY1047  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FY1047  DYNAMIC HT  -         197.408 (meters)     647.66  (feet)  COMP
 FY1047  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FY1047
 FY1047  VERT ORDER  -  SECOND    CLASS 0
 FY1047
 FY1047.The horizontal coordinates were scaled from a topographic map and have
 FY1047.an estimated accuracy of +/- 6 seconds.
 FY1047
 FY1047.The orthometric height was determined by differential leveling
 FY1047.and adjusted in June 1991.
 FY1047
 FY1047.The geoid height was determined by GEOID03.
 FY1047
 FY1047.The dynamic height is computed by dividing the NAVD 88
 FY1047.geopotential number by the normal gravity value computed on the
 FY1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1047.degrees latitude (g = 980.6199 gals.).
 FY1047
 FY1047.The modeled gravity was interpolated from observed gravity values.
 FY1047
 FY1047;                    North         East    Units  Estimated Accuracy
 FY1047;SPC NC       -   266,700.      564,680.      MT  (+/- 180 meters Scaled)
 FY1047
 FY1047                          SUPERSEDED SURVEY CONTROL
 FY1047
 FY1047  NGVD 29 (??/??/92)  197.818  (m)          649.01   (f) ADJ UNCH    2 0
 FY1047
 FY1047.Superseded values are not recommended for survey control.
 FY1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1047.See file dsdata.txt to determine how the superseded data were derived.
 FY1047
 FY1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA350019(NAD 83)
 FY1047_MARKER: DD = SURVEY DISK
 FY1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1047_SP_SET: FLAGPOLE
 FY1047_STAMPING: 44 HLZ 1967 649
 FY1047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1047
 FY1047  HISTORY     - Date     Condition        Report By
 FY1047  HISTORY     - 1967     MONUMENTED       USGS
 FY1047  HISTORY     - 1973     GOOD             NCGS
 FY1047  HISTORY     - 19910511 GOOD             USPSQD
 FY1047  HISTORY     - 20020808 SEE DESCRIPTION  NCGS
 FY1047
 FY1047                          STATION DESCRIPTION
 FY1047
 FY1047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1047'2.3 MI SSE FROM ALTAMAHAW.
 FY1047'44 HLZ IS LOCATED 5.2 MILES NW OF BURLINGTON, AT WESTERN HIGH
 FY1047'SCHOOL, IN FRONT OF SCHOOL ON CONCRETE BASE OF NORTH FLAGPOLE,
 FY1047'66.0 FT N OF MAIN ENTRANCE, AND 31.8 FT W OF W SIDE OF NW
 FY1047'BUILDING.  DISK IS SET IN DRILLED HOLE SET FLUSH IN CONCRETE
 FY1047'BASE OF FLAGPOLE.
 FY1047
 FY1047                          STATION RECOVERY (1991)
 FY1047
 FY1047'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1047'RECOVERED IN GOOD CONDITION.
 FY1047
 FY1047                          STATION RECOVERY (2002)
 FY1047
 FY1047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1047'STATION WAS NOT FOUND, BELIEVED LOST DURING RECENT WESTERN ADDITION TO
 FY1047'OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2911 ***********************************************************************
 AB2911  DESIGNATION -  44 JS 1
 AB2911  PID         -  AB2911
 AB2911  STATE/COUNTY-  NC/DURHAM
 AB2911  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2911
 AB2911                         *CURRENT SURVEY CONTROL
 AB2911  ___________________________________________________________________
 AB2911* NAD 83(2001)-  35 56 44.97360(N)    078 58 05.43957(W)     NO CHECK  
 AB2911* NAVD 88     -        96.33   (+/-2cm)     316.0    (feet)  VERTCON   
 AB2911  ___________________________________________________________________
 AB2911  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 AB2911  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AB2911  HORZ ORDER  -  SECOND
 AB2911  VERT ORDER  -  THIRD ? (See Below)
 AB2911
 AB2911.The horizontal coordinates were established by classical geodetic methods
 AB2911.and adjusted by the National Geodetic Survey in August 2005.
 AB2911.No horizontal observational check was made to the station.
 AB2911
 AB2911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2911.The vertical order pertains to the NGVD 29 superseded value.
 AB2911
 AB2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2911
 AB2911.The geoid height was determined by GEOID03.
 AB2911
 AB2911;                    North         East     Units Scale Factor Converg.
 AB2911;SPC NC       -   243,590.398   612,472.245   MT  0.99994584   +0 01 06.1
 AB2911;SPC NC       -   799,179.50  2,009,419.36   sFT  0.99994584   +0 01 06.1
 AB2911;UTM  17      - 3,979,847.716   683,260.524   MT  1.00001384   +1 11 35.0
 AB2911
 AB2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2911!SPC NC       -   0.99998978  x   0.99994584  =   0.99993562
 AB2911!UTM  17      -   0.99998978  x   1.00001384  =   1.00000362
 AB2911
 AB2911                          SUPERSEDED SURVEY CONTROL
 AB2911
 AB2911  NAD 83(1986)-  35 56 44.97751(N)    078 58 05.44828(W) AD(       ) 2
 AB2911  NGVD 29 (04/29/96)   96.58   (m)          316.9    (f) LEVELING    3  
 AB2911
 AB2911.Superseded values are not recommended for survey control.
 AB2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2911.See file dsdata.txt to determine how the superseded data were derived.
 AB2911
 AB2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8326179848(NAD 83)
 AB2911_MARKER: DD = SURVEY DISK
 AB2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2911_STAMPING: 44 JS 1 1965
 AB2911_MARK LOGO: NCSHC 
 AB2911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2911+STABILITY: SURFACE MOTION
 AB2911
 AB2911  HISTORY     - Date     Condition        Report By
 AB2911  HISTORY     - 1965     MONUMENTED       NCSHC
 AB2911  HISTORY     - 19840601 GOOD             NCGS
 AB2911  HISTORY     - 20060520 MARK NOT FOUND   GEOCAC
 AB2911
 AB2911                          STATION DESCRIPTION
 AB2911
 AB2911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2911'STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) SOUTHWEST OF DURHAM AND 8.7
 AB2911'KM (5.4 MI) NORTHWEST OF LOWES GROVE.$ALONG SR 1116 (GARRETT ROAD) FOR
 AB2911'1.9 KM (1.2 MI) SOUTHEAST FROM THE INTERSECTION WITH US 15-501 (CHAPEL
 AB2911'HILL BOULEVARD), OR 0.3 KM (0.2 MI) SOUTH OF THE SR 2220 (CHAPEL HILL
 AB2911'ROAD) CROSSROADS, ON TOP OF A BANK, ON NORTH SIDE OF DRIVE TO A
 AB2911'RESIDENCE.$MARK PROJECTS 3 INCHES ABOVE GROUND.  LOCATED 11.10 M
 AB2911'(36.42 FT) WEST OF THE CENTERLINE OF THE ROAD, 14.5 M (47.6 FT) SOUTH
 AB2911'OF A RAILROAD SPIKE IN A POWER POLE, AND 27.1 M (88.9 FT)
 AB2911'NORTH-NORTHWEST OF NCGS STATION--DEBY 1984--.
 AB2911
 AB2911                          STATION RECOVERY (2006)
 AB2911
 AB2911'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AB2911'SEARCHED FIFTEEN MINUTES. THE DESCRIBED BANK MAY HAVE BEEN GRADED
 AB2911'BACK. NCGS STATION DEBY WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4480 ***********************************************************************
 FY4480  DESIGNATION -  44 JS 7
 FY4480  PID         -  FY4480
 FY4480  STATE/COUNTY-  NC/ORANGE
 FY4480  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY4480
 FY4480                         *CURRENT SURVEY CONTROL
 FY4480  ___________________________________________________________________
 FY4480* NAD 83(2001)-  36 05 38.94727(N)    078 59 28.39039(W)     ADJUSTED  
 FY4480* NAVD 88     -       199.65   (+/-2cm)     655.0    (feet)  VERTCON   
 FY4480  ___________________________________________________________________
 FY4480  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 FY4480  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FY4480  HORZ ORDER  -  SECOND
 FY4480  VERT ORDER  -  THIRD (See Below)
 FY4480
 FY4480.The horizontal coordinates were established by classical geodetic methods
 FY4480.and adjusted by the National Geodetic Survey in August 2005.
 FY4480
 FY4480.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4480.The vertical order pertains to the NGVD 29 superseded value.
 FY4480
 FY4480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4480
 FY4480.The geoid height was determined by GEOID03.
 FY4480
 FY4480;                    North         East     Units Scale Factor Converg.
 FY4480;SPC NC       -   260,047.520   610,391.940   MT  0.99998057   +0 00 18.2
 FY4480;SPC NC       -   853,172.57  2,002,594.22   sFT  0.99998057   +0 00 18.2
 FY4480;UTM  17      - 3,996,259.398   680,842.592   MT  1.00000298   +1 11 01.4
 FY4480
 FY4480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4480!SPC NC       -   0.99997350  x   0.99998057  =   0.99995407
 FY4480!UTM  17      -   0.99997350  x   1.00000298  =   0.99997648
 FY4480
 FY4480                          SUPERSEDED SURVEY CONTROL
 FY4480
 FY4480  NAD 83(1993)-  36 05 38.94900(N)    078 59 28.39799(W) AD(       ) 2
 FY4480  NAD 83(1986)-  36 05 38.95003(N)    078 59 28.39806(W) AD(       ) 2
 FY4480  NGVD 29 (07/16/92)  199.89   (m)          655.8    (f) LEVELING    3  
 FY4480
 FY4480.Superseded values are not recommended for survey control.
 FY4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4480.See file dsdata.txt to determine how the superseded data were derived.
 FY4480
 FY4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8084396259(NAD 83)
 FY4480_MARKER: DE = TRAVERSE STATION DISK
 FY4480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY4480_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4480+STABILITY: SURFACE MOTION
 FY4480
 FY4480  HISTORY     - Date     Condition        Report By
 FY4480  HISTORY     - 1981     MONUMENTED       NCGS
 FY4480  HISTORY     - 20080108 GOOD             GEOCAC
 FY4480
 FY4480                          STATION DESCRIPTION
 FY4480
 FY4480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4480'THE STATION IS LOCATED ABOUT 6.2 MI EAST-NORTHEAST OF HILLSBOROUGH
 FY4480'AND 8.9 MI NORTHWEST OF DURHAM.
 FY4480'
 FY4480'PROCEED NORTHWEST ALONG US 70 FOR 0.2 MI FROM THE I-85 OVERPASS OF
 FY4480'US 70 (SOUTHEAST OF HILLSBOROUGH), TO THE INTERSECTION WITH PLEASANT
 FY4480'GREEN ROAD (SR 1567), THENCE NORTHEAST ALONG PLEASANT GREEN ROAD FOR
 FY4480'4.1 MI TO DRIVEWAYS LEADING EAST AND WEST, AND THE STATION, ON TOP
 FY4480'OF A BANK, IN THE SOUTHEAST QUADRANT.
 FY4480'
 FY4480'THE STATION IS AN NCDOT DISK STAMPED---44 JS 7 1965---, SET INTO THE
 FY4480'TOP OF A 6-INCH CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 FY4480'LOCATED 8.8 METERS (29.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 4.6
 FY4480'METERS (15.1 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING EAST,
 FY4480'3.4 METERS (11.3 FT) WEST OF A 12-INCH PINE WITH A REFERENCE TAG,
 FY4480'0.8 METERS (2.5 FT) NORTHWEST OF A PROPERTY CORNER, AND 22.008
 FY4480'METERS (72.2 FT) SOUTHEAST OF NCGS TRAVERSE STATION--ATKINS 1981--.
 FY4480'
 FY4480'STATION IS NCDOT BENCH MARK.
 FY4480
 FY4480                          STATION RECOVERY (2008)
 FY4480
 FY4480'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY4480'RECOVERED IN GOOD CONDITION. THE DISK IS STAMPED WITH THE YEAR 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2398 ***********************************************************************
 FX2398  DESIGNATION -  44 MEA
 FX2398  PID         -  FX2398
 FX2398  STATE/COUNTY-  NC/PERQUIMANS
 FX2398  USGS QUAD   -  HERTFORD (1982)
 FX2398
 FX2398                         *CURRENT SURVEY CONTROL
 FX2398  ___________________________________________________________________
 FX2398* NAD 83(1986)-  36 12 12.     (N)    076 27 23.     (W)     SCALED    
 FX2398* NAVD 88     -         1.850  (meters)       6.07   (feet)  ADJUSTED  
 FX2398  ___________________________________________________________________
 FX2398  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FX2398  DYNAMIC HT  -           1.849 (meters)       6.07  (feet)  COMP
 FX2398  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FX2398
 FX2398  VERT ORDER  -  FIRST     CLASS II
 FX2398
 FX2398.The horizontal coordinates were scaled from a topographic map and have
 FX2398.an estimated accuracy of +/- 6 seconds.
 FX2398
 FX2398.The orthometric height was determined by differential leveling
 FX2398.and adjusted in June 1991.
 FX2398
 FX2398.The geoid height was determined by GEOID03.
 FX2398
 FX2398.The dynamic height is computed by dividing the NAVD 88
 FX2398.geopotential number by the normal gravity value computed on the
 FX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2398.degrees latitude (g = 980.6199 gals.).
 FX2398
 FX2398.The modeled gravity was interpolated from observed gravity values.
 FX2398
 FX2398;                    North         East    Units  Estimated Accuracy
 FX2398;SPC NC       -   275,090.      838,330.      MT  (+/- 180 meters Scaled)
 FX2398
 FX2398                          SUPERSEDED SURVEY CONTROL
 FX2398
 FX2398.No superseded survey control is available for this station.
 FX2398
 FX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF690074(NAD 83)
 FX2398_MARKER: DB = BENCH MARK DISK
 FX2398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2398_SP_SET: IN WHEELGUARD OVER ABUTMENT
 FX2398_STAMPING: 44 MEA 1976
 FX2398_MARK LOGO: USGS  
 FX2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2398+STABILITY: SURFACE MOTION
 FX2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2398+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 FX2398
 FX2398  HISTORY     - Date     Condition        Report By
 FX2398  HISTORY     - 1976     MONUMENTED       USGS
 FX2398  HISTORY     - 1979     GOOD             NCGS
 FX2398  HISTORY     - 19960421 GOOD             USPSQD
 FX2398  HISTORY     - 20031012 GOOD             JCLS
 FX2398  HISTORY     - 20051119 GOOD             USPSQD
 FX2398  HISTORY     - 20051119 GOOD             USPSQD
 FX2398
 FX2398                          STATION DESCRIPTION
 FX2398
 FX2398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2398'1.0 MI NE FROM HERTFORD.
 FX2398'1.25 MILES NORTH ALONG US HIGHWAY 17 BUSINESS FROM THE COUNTY
 FX2398'COURTHOUSE IN HERTFORD, AT THE US HIGHWAY 17 BUSINESS BRIDGE OVER
 FX2398'MILL CREEK AND ANCHORED IN CONCRETE IN EAST END OF NORTH WHEELGUARD,
 FX2398'14.0 FEET NORTH OF CENTERLINE OF HIGHWAY. THIS IS A USGS STANDARD DISK
 FX2398'THE MARK IS ABOVE LEVEL WITH THE BRIDGE WHEELGUARD.
 FX2398
 FX2398                          STATION RECOVERY (1996)
 FX2398
 FX2398'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2398'RECOVERED IN GOOD CONDITION.
 FX2398
 FX2398                          STATION RECOVERY (2003)
 FX2398
 FX2398'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 FX2398'RECOVERED IN GOOD CONDITION.
 FX2398
 FX2398                          STATION RECOVERY (2005)
 FX2398
 FX2398'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FX2398'RECOVERED AS DESCRIBED,  36 12 76.2 N    076 25 97.4 W
 FX2398
 FX2398                          STATION RECOVERY (2005)
 FX2398
 FX2398'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 FX2398'RECOVERED AS DESCRIBED,  CORRECTION - GPS COORDINATES 36 12 18 N  076
 FX2398'27 41 W
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2546 ***********************************************************************
 FB2546  DESIGNATION -  44 WCE
 FB2546  PID         -  FB2546
 FB2546  STATE/COUNTY-  NC/JACKSON
 FB2546  USGS QUAD   -  SYLVA NORTH (1978)
 FB2546
 FB2546                         *CURRENT SURVEY CONTROL
 FB2546  ___________________________________________________________________
 FB2546* NAD 83(2001)-  35 29 47.52270(N)    083 14 59.26792(W)     NO CHECK  
 FB2546* NAVD 88     -      1024.     (meters)    3360.     (feet)  SCALED    
 FB2546  ___________________________________________________________________
 FB2546  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 FB2546  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB2546  HORZ ORDER  -  THIRD
 FB2546
 FB2546.The horizontal coordinates were established by classical geodetic methods
 FB2546.and adjusted by the National Geodetic Survey in August 2005.
 FB2546.No horizontal observational check was made to the station.
 FB2546
 FB2546.The orthometric height was scaled from a topographic map.
 FB2546
 FB2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2546
 FB2546.The geoid height was determined by GEOID03.
 FB2546
 FB2546;                    North         East     Units Scale Factor Converg.
 FB2546;SPC NC       -   201,995.398   224,166.575   MT  0.99988168   -2 27 10.3
 FB2546;SPC NC       -   662,713.23    735,453.17   sFT  0.99988168   -2 27 10.3
 FB2546;UTM  17      - 3,930,436.149   295,932.979   MT  1.00011321   -1 18 24.5
 FB2546
 FB2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2546!SPC NC       -   0.99984378  x   0.99988168  =   0.99972548
 FB2546!UTM  17      -   0.99984378  x   1.00011321  =   0.99995697
 FB2546
 FB2546                          SUPERSEDED SURVEY CONTROL
 FB2546
 FB2546  NAD 83(1995)-  35 29 47.52274(N)    083 14 59.26825(W) AD(       ) 3
 FB2546  NAD 83(1986)-  35 29 47.52130(N)    083 14 59.28104(W) AD(       ) 3
 FB2546  NAD 27      -  35 29 47.15518(N)    083 14 59.74189(W) AD(       ) 3
 FB2546
 FB2546.Superseded values are not recommended for survey control.
 FB2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2546.See file dsdata.txt to determine how the superseded data were derived.
 FB2546
 FB2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9593330436(NAD 83)
 FB2546_MARKER: DD = SURVEY DISK
 FB2546_SETTING: 0 = UNSPECIFIED SETTING
 FB2546_STAMPING: ET 44 WCE 1963
 FB2546_MARK LOGO: USGS  
 FB2546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2546
 FB2546  HISTORY     - Date     Condition        Report By
 FB2546  HISTORY     - 1963     MONUMENTED       USGS
 FB2546  HISTORY     - 19940529 MARK NOT FOUND   USPSQD
 FB2546
 FB2546                          STATION DESCRIPTION
 FB2546
 FB2546'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2546'CHEROKEE, 0.8 MI S. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2546'JUNCTION OF U. S. HIGHWAY 19, THENCE E. LEFT, 2.2 MI ALONG U. S.
 FB2546'HIGHWAY 19 TO T-RD. NW., THENCE NW. LEFT, 0.2 MI TO T-RD. NE.,
 FB2546'THENCE NE. RIGHT, 2.1 MI TO Y-RD. W., THENCE NE. LEFT, 2.2 MI,
 FB2546'20 FT N. OF SHARP BEND IN RD., 18 FT NE. OF CENTERLINE OF RD.,
 FB2546'IN CENTERLINE OF RD., IN ROCK OUTCROP, 4 FT ABOVE GROUND, STANDARD
 FB2546'DISK STAMPED---ET 44 WCE 1963---.
 FB2546
 FB2546                          STATION RECOVERY (1994)
 FB2546
 FB2546'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9454 ***********************************************************************
 DE9454  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9454  DESIGNATION -  445E 200
 DE9454  PID         -  DE9454
 DE9454  STATE/COUNTY-  NC/GUILFORD
 DE9454  USGS QUAD   -  SUMMERFIELD (1994)
 DE9454
 DE9454                         *CURRENT SURVEY CONTROL
 DE9454  ___________________________________________________________________
 DE9454* NAD 83(2007)-  36 10 32.98570(N)    079 54 10.01691(W)     ADJUSTED  
 DE9454* NAVD 88     -       247.81   (meters)     813.0    (feet)  GPS OBS   
 DE9454  ___________________________________________________________________
 DE9454  EPOCH DATE  -        2002.00
 DE9454  X           -     903,713.101 (meters)                     COMP
 DE9454  Y           -  -5,074,843.845 (meters)                     COMP
 DE9454  Z           -   3,744,085.551 (meters)                     COMP
 DE9454  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 DE9454  ELLIP HEIGHT-         215.944 (meters)          (02/10/07) ADJUSTED
 DE9454  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DE9454
 DE9454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9454  Type    PID    Designation                      North   East  Ellip
 DE9454  -------------------------------------------------------------------
 DE9454  NETWORK DE9454 445E 200                          0.74   0.51   1.31
 DE9454  -------------------------------------------------------------------
 DE9454
 DE9454.The horizontal coordinates were established by GPS observations
 DE9454.and adjusted by the National Geodetic Survey in February 2007.
 DE9454
 DE9454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9454.The horizontal coordinates are valid at the epoch date displayed above.
 DE9454.The epoch date for horizontal control is a decimal equivalence
 DE9454.of Year/Month/Day.
 DE9454
 DE9454.The orthometric height was determined by GPS observations and a
 DE9454.high-resolution geoid model.
 DE9454.The orthometric height was determined by GPS observations and a
 DE9454.high-resolution geoid model using precise GPS observation and
 DE9454.processing techniques.
 DE9454
 DE9454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9454
 DE9454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9454
 DE9454.The ellipsoidal height was determined by GPS observations
 DE9454.and is referenced to NAD 83.
 DE9454
 DE9454.The geoid height was determined by GEOID03.
 DE9454
 DE9454;                    North         East     Units Scale Factor Converg.
 DE9454;SPC NC       -   269,479.749   528,385.007   MT  1.00000257   -0 31 15.8
 DE9454;SPC NC       -   884,118.14  1,733,543.14   sFT  1.00000257   -0 31 15.8
 DE9454;UTM  17      - 4,004,008.498   598,671.468   MT  0.99971996   +0 38 51.7
 DE9454
 DE9454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9454!SPC NC       -   0.99996611  x   1.00000257  =   0.99996868
 DE9454!UTM  17      -   0.99996611  x   0.99971996  =   0.99968608
 DE9454
 DE9454                          SUPERSEDED SURVEY CONTROL
 DE9454
 DE9454  NAD 83(2001)-  36 10 32.98596(N)    079 54 10.01671(W) AD(       ) 1
 DE9454  ELLIP H (03/13/03)  215.941  (m)                       GP(       ) 4 2
 DE9454  NAD 83(1986)-  36 10 32.99230(N)    079 54 10.02444(W) AD(       ) 1
 DE9454
 DE9454.Superseded values are not recommended for survey control.
 DE9454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9454.See file dsdata.txt to determine how the superseded data were derived.
 DE9454
 DE9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9867104008(NAD 83)
 DE9454_MARKER: DD = SURVEY DISK
 DE9454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9454_STAMPING: 445E200 1999
 DE9454_MARK LOGO: NC1940
 DE9454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9454+STABILITY: SURFACE MOTION
 DE9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9454+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9454
 DE9454  HISTORY     - Date     Condition        Report By
 DE9454  HISTORY     - 1999     MONUMENTED       NC1940
 DE9454
 DE9454                          STATION DESCRIPTION
 DE9454
 DE9454'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9454'STATION IS ABOUT 9.4 MI (15.1 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9454'GOVERNMENT PLAZA, AND 1.5 MI (2.4 KM) SOUTH OF SUMMERFIELD.
 DE9454'PROCEED ALONG HAMBURG MILL ROAD 1.3 MI (2.1 KM) WEST FROM US 220
 DE9454'(BATTLEGROUND AVENUE), THENCE ALONG SR 2133 (PLEASANT RIDGE ROAD) FOR
 DE9454'0.8 MI (1.3 KM) NORTH TO STATION ON EAST SIDE OF ROAD, NEAR THE
 DE9454'SOUTHWEST CORNER OF A SPLIT-RAIL FENCE IN FRONT OF HOUSE NUMBER 3056.
 DE9454'MARK IS ABOUT LEVEL WITH THE CENTER OF SR 2133 AND RECESSED 1-INCH
 DE9454'BELOW THE GROUND. LOCATED 20.2 FT (6.2 M) EAST OF THE CENTERLINE OF SR
 DE9454'2133, 16.2 FT (4.9 M) NORTHWEST OF THE CORNER FENCE POST, AND 7.3 FT
 DE9454'(2.2 M) NORTH-NORTHEAST OF THE SOUTH END OF DRAIN PIPE PARALLELING
 DE9454'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0474 ***********************************************************************
 EY0474  DESIGNATION -  45
 EY0474  PID         -  EY0474
 EY0474  STATE/COUNTY-  NC/PITT
 EY0474  USGS QUAD   -  GREENVILLE NE (1981)
 EY0474
 EY0474                         *CURRENT SURVEY CONTROL
 EY0474  ___________________________________________________________________
 EY0474* NAD 83(1986)-  35 41 19.     (N)    077 21 15.     (W)     SCALED    
 EY0474* NAVD 88     -        12.307  (meters)      40.38   (feet)  POSTED    
 EY0474  ___________________________________________________________________
 EY0474  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 EY0474  DYNAMIC HT  -          12.300 (meters)      40.35  (feet)  COMP
 EY0474  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 EY0474
 EY0474  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0474
 EY0474.The horizontal coordinates were scaled from a topographic map and have
 EY0474.an estimated accuracy of +/- 6 seconds.
 EY0474
 EY0474.The orthometric height was determined by differential leveling
 EY0474.and adjusted by the  in 1992.
 EY0474.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0474.rate of 1.1 thru 2.0 mm/km.
 EY0474
 EY0474.The geoid height was determined by GEOID03.
 EY0474
 EY0474.The dynamic height is computed by dividing the NAVD 88
 EY0474.geopotential number by the normal gravity value computed on the
 EY0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0474.degrees latitude (g = 980.6199 gals.).
 EY0474
 EY0474.The modeled gravity was interpolated from observed gravity values.
 EY0474
 EY0474;                    North         East    Units  Estimated Accuracy
 EY0474;SPC NC       -   216,290.      758,560.      MT  (+/- 180 meters Scaled)
 EY0474
 EY0474                          SUPERSEDED SURVEY CONTROL
 EY0474
 EY0474  NGVD 29 (??/??/92)   12.671  (m)           41.57   (f) ADJ UNCH    2 0
 EY0474
 EY0474.Superseded values are not recommended for survey control.
 EY0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0474.See file dsdata.txt to determine how the superseded data were derived.
 EY0474
 EY0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE869519(NAD 83)
 EY0474_MARKER: P = PIPE CAP
 EY0474_SETTING: 0 = UNSPECIFIED SETTING
 EY0474_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY0474_STAMPING: 45 RALEIGH
 EY0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0474
 EY0474  HISTORY     - Date     Condition        Report By
 EY0474  HISTORY     - UNK      MONUMENTED       USGS
 EY0474  HISTORY     - 1942     GOOD             NGS
 EY0474
 EY0474                          STATION DESCRIPTION
 EY0474
 EY0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EY0474'5.6 MI N FROM GREENVILLE.
 EY0474'SLIGHT LEAN AND TOP SOMEWHAT BATTERED.  5.6 MILES NORTH ALONG
 EY0474'THE ATLANTIC COAST LINE RAILROAD FROM THE STATION AT GREENVILLE,
 EY0474'PITT COUNTY, AT STATION, 71 FEET EAST OF THE EAST RAIL, AND 33
 EY0474'FEET NORTH OF A ROAD FORK, AND RIVETED ON THE TOP OF A 3-1/2-INCH
 EY0474'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2217 ***********************************************************************
 EZ2217  DESIGNATION -  45 DRD
 EZ2217  PID         -  EZ2217
 EZ2217  STATE/COUNTY-  NC/WAKE
 EZ2217  USGS QUAD   -  GARNER (1993)
 EZ2217
 EZ2217                         *CURRENT SURVEY CONTROL
 EZ2217  ___________________________________________________________________
 EZ2217* NAD 83(1986)-  35 39 41.     (N)    078 36 34.     (W)     SCALED    
 EZ2217* NAVD 88     -        69.188  (meters)     226.99   (feet)  ADJUSTED  
 EZ2217  ___________________________________________________________________
 EZ2217  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 EZ2217  DYNAMIC HT  -          69.126 (meters)     226.79  (feet)  COMP
 EZ2217  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 EZ2217
 EZ2217  VERT ORDER  -  SECOND    CLASS I
 EZ2217
 EZ2217.The horizontal coordinates were scaled from a topographic map and have
 EZ2217.an estimated accuracy of +/- 6 seconds.
 EZ2217
 EZ2217.The orthometric height was determined by differential leveling
 EZ2217.and adjusted in June 1991.
 EZ2217
 EZ2217.The geoid height was determined by GEOID03.
 EZ2217
 EZ2217.The dynamic height is computed by dividing the NAVD 88
 EZ2217.geopotential number by the normal gravity value computed on the
 EZ2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2217.degrees latitude (g = 980.6199 gals.).
 EZ2217
 EZ2217.The modeled gravity was interpolated from observed gravity values.
 EZ2217
 EZ2217;                    North         East    Units  Estimated Accuracy
 EZ2217;SPC NC       -   212,100.      644,960.      MT  (+/- 180 meters Scaled)
 EZ2217
 EZ2217                          SUPERSEDED SURVEY CONTROL
 EZ2217
 EZ2217  NGVD 29 (??/??/92)   69.429  (m)          227.78   (f) ADJ UNCH    2 1
 EZ2217
 EZ2217.Superseded values are not recommended for survey control.
 EZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2217.See file dsdata.txt to determine how the superseded data were derived.
 EZ2217
 EZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV163490(NAD 83)
 EZ2217_MARKER: DD = SURVEY DISK
 EZ2217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ2217_SP_SET: BRIDGE
 EZ2217_STAMPING: 45 DRD 1960
 EZ2217_MARK LOGO: USGS  
 EZ2217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2217
 EZ2217  HISTORY     - Date     Condition        Report By
 EZ2217  HISTORY     - 1960     MONUMENTED       USGS
 EZ2217  HISTORY     - 1976     GOOD             NCGS
 EZ2217  HISTORY     - 1978     GOOD             NCGS
 EZ2217  HISTORY     - 1987     GOOD             USPSQD
 EZ2217  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 EZ2217
 EZ2217                          STATION DESCRIPTION
 EZ2217
 EZ2217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2217'3.2 MI S FROM GARNER.
 EZ2217'STATION IS AT THE NC 50 BRIDGE OVER SWIFT CREEK AT THE LAKE BENSON
 EZ2217'DAM, IN THE NORTHEAST END OF THE SOUTHEAST CONCRETE WHEELGUARD.  13.5
 EZ2217'FT. SE OF CENTERLINE OF NC 50 AND 1.2 FT. SW OF NORTHEAST END OF
 EZ2217'WHEELGUARD.  DISK IS SET FLUSH IN DRILL HOLE.
 EZ2217
 EZ2217                          STATION RECOVERY (1978)
 EZ2217
 EZ2217'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2217'RECOVERED IN GOOD CONDITION.
 EZ2217
 EZ2217                          STATION RECOVERY (1987)
 EZ2217
 EZ2217'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2217'RECOVERED IN GOOD CONDITION.
 EZ2217
 EZ2217                          STATION RECOVERY (2005)
 EZ2217
 EZ2217'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2217'MARK NOT FOUND, NEW BRIDGE, OLD BRIDGE DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4786 ***********************************************************************
 FA4786  DESIGNATION -  45 EG 10
 FA4786  PID         -  FA4786
 FA4786  STATE/COUNTY-  NC/GASTON
 FA4786  USGS QUAD   -  LOWESVILLE (1970)
 FA4786
 FA4786                         *CURRENT SURVEY CONTROL
 FA4786  ___________________________________________________________________
 FA4786* NAD 83(2007)-  35 23 39.40992(N)    081 00 37.52096(W)     ADJUSTED  
 FA4786* NAVD 88     -       253.28   (meters)     831.0    (feet)  LEVELING  
 FA4786  ___________________________________________________________________
 FA4786  EPOCH DATE  -        2002.00
 FA4786  X           -     813,367.896 (meters)                     COMP
 FA4786  Y           -  -5,141,455.776 (meters)                     COMP
 FA4786  Z           -   3,673,741.225 (meters)                     COMP
 FA4786  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FA4786  ELLIP HEIGHT-         222.115 (meters)          (02/10/07) ADJUSTED
 FA4786  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FA4786
 FA4786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4786  Type    PID    Designation                      North   East  Ellip
 FA4786  -------------------------------------------------------------------
 FA4786  NETWORK FA4786 45 EG 10                          0.53   0.61   1.10
 FA4786  -------------------------------------------------------------------
 FA4786  VERT ORDER  -  THIRD ?
 FA4786
 FA4786.The horizontal coordinates were established by GPS observations
 FA4786.and adjusted by the National Geodetic Survey in February 2007.
 FA4786
 FA4786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4786.The horizontal coordinates are valid at the epoch date displayed above.
 FA4786.The epoch date for horizontal control is a decimal equivalence
 FA4786.of Year/Month/Day.
 FA4786
 FA4786.The orthometric height was determined by differential leveling.
 FA4786.The vertical network tie was performed by a horz. field party for horz.
 FA4786.obs reductions. Reset procedures were used to establish the elevation.
 FA4786
 FA4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4786
 FA4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4786
 FA4786.The ellipsoidal height was determined by GPS observations
 FA4786.and is referenced to NAD 83.
 FA4786
 FA4786.The geoid height was determined by GEOID03.
 FA4786
 FA4786;                    North         East     Units Scale Factor Converg.
 FA4786;SPC NC       -   184,249.458   426,993.312   MT  0.99987567   -1 09 37.3
 FA4786;SPC NC       -   604,491.76  1,400,893.89   sFT  0.99987567   -1 09 37.3
 FA4786;UTM  17      - 3,916,768.752   499,053.515   MT  0.99960001   -0 00 21.7
 FA4786
 FA4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4786!SPC NC       -   0.99996514  x   0.99987567  =   0.99984081
 FA4786!UTM  17      -   0.99996514  x   0.99960001  =   0.99956516
 FA4786
 FA4786                          SUPERSEDED SURVEY CONTROL
 FA4786
 FA4786  NAD 83(2001)-  35 23 39.41098(N)    081 00 37.52167(W) AD(       ) 1
 FA4786  ELLIP H (03/27/03)  222.123  (m)                       GP(       ) 4 2
 FA4786  NAD 83(1986)-  35 23 39.42454(N)    081 00 37.52806(W) AD(       ) 1
 FA4786  NGVD 29 (08/31/92)  253.50   (m)          831.7    (f) LEVELING    3  
 FA4786
 FA4786.Superseded values are not recommended for survey control.
 FA4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4786.See file dsdata.txt to determine how the superseded data were derived.
 FA4786
 FA4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9905416769(NAD 83)
 FA4786_MARKER: DD = SURVEY DISK
 FA4786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4786_SP_SET: CONCRETE POST
 FA4786_STAMPING: 45 EG 10 1975
 FA4786_MARK LOGO: NCSHC 
 FA4786_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4786+STABILITY: SURFACE MOTION
 FA4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4786+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1999
 FA4786
 FA4786  HISTORY     - Date     Condition        Report By
 FA4786  HISTORY     - 1975     MONUMENTED       NCDOT
 FA4786  HISTORY     - 19881205 GOOD             NCGS
 FA4786  HISTORY     - 19890404 GOOD
 FA4786  HISTORY     - 19990326 GOOD             NCGS
 FA4786  HISTORY     - 20000209 GOOD             USPSQD
 FA4786  HISTORY     - 20060422 GOOD             USPSQD
 FA4786
 FA4786                          STATION DESCRIPTION
 FA4786
 FA4786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA4786'STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF LUCIA, 5.4 KM
 FA4786'(3.4 MI) NORTHEAST OF STANLEY.
 FA4786'ALONG NC 16 FOR 6.3 KM (3.9 MI) SOUTH FROM NC 73-NC 16 INTERSECTION
 FA4786'NORTH OF LOWESVILLE), OR 0.2 KM (0.1 MI) SOUTH OF SR 1956,
 FA4786'APPROXIMATELY 150 FEET NORTHWEST OF A BRICK HOUSE AND APPROXIMATELY
 FA4786'400 FEET NORTH OF THE CASTANEA PRESBYTERIAN CHURCH.
 FA4786'MARK IS ABOUT 2 FEET HIGHER THAN NC 16 AND IS PROJECTING 0.6 FOOT
 FA4786'ABOVE GROUND LEVEL.  LOCATED 9.30 M (30.51 FT) WEST OF THE CENTERLINE
 FA4786'OF NC 16, 16.55 M (54.30 FT) WEST OF THE SOUTH END OF DRIVEWAY PIPE,
 FA4786'0.68 M (2.23 FT) SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 220 WITH NAIL
 FA4786'IN CAP, 53.26 M (174.74 FT) NORTH-NORTHWEST OF POWER POLE WITH A
 FA4786'RAILROAD SPIKE, AND 35.42 M (116.21 FT) WEST-SOUTHWEST OF 11-INCH OAK
 FA4786'WITH NAIL IN CAP.
 FA4786
 FA4786                          STATION RECOVERY (1989)
 FA4786
 FA4786'RECOVERED 1989
 FA4786'RECOVERED IN GOOD CONDITION.
 FA4786
 FA4786                          STATION RECOVERY (1999)
 FA4786
 FA4786'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA4786'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.    MARK IS ABOUT
 FA4786'LEVEL WITH NC 16 AND PROJECTS 8-INCHES. (20 CM)  LOCATED 2.6 FT (0.8
 FA4786'M) SOUTH OF A TELEPHONE PEDESTAL AND 44.5 FT (13.6 M) NORTH-NORTHEAST
 FA4786'OF A POWER POLE WITH REFERENCE TAG.
 FA4786
 FA4786                          STATION RECOVERY (2000)
 FA4786
 FA4786'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4786'RECOVERED IN GOOD CONDITION.
 FA4786
 FA4786                          STATION RECOVERY (2006)
 FA4786
 FA4786'RECOVERY NOTE BY US POWER SQUADRON 2006 (DWM)
 FA4786'44FT 4IN FROM NEW DUKE POWER CO. POLE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0323 ***********************************************************************
 FA0323  DESIGNATION -  45 EGB
 FA0323  PID         -  FA0323
 FA0323  STATE/COUNTY-  NC/MECKLENBURG
 FA0323  USGS QUAD   -  FORT MILL (1993)
 FA0323
 FA0323                         *CURRENT SURVEY CONTROL
 FA0323  ___________________________________________________________________
 FA0323* NAD 83(1986)-  35 05 23.     (N)    080 55 05.     (W)     SCALED    
 FA0323* NAVD 88     -       189.045  (meters)     620.23   (feet)  ADJUSTED  
 FA0323  ___________________________________________________________________
 FA0323  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA0323  DYNAMIC HT  -         188.872 (meters)     619.66  (feet)  COMP
 FA0323  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FA0323
 FA0323  VERT ORDER  -  SECOND    CLASS II
 FA0323
 FA0323.The horizontal coordinates were scaled from a topographic map and have
 FA0323.an estimated accuracy of +/- 6 seconds.
 FA0323
 FA0323.The orthometric height was determined by differential leveling
 FA0323.and adjusted in June 1991.
 FA0323
 FA0323.The geoid height was determined by GEOID03.
 FA0323
 FA0323.The dynamic height is computed by dividing the NAVD 88
 FA0323.geopotential number by the normal gravity value computed on the
 FA0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0323.degrees latitude (g = 980.6199 gals.).
 FA0323
 FA0323.The modeled gravity was interpolated from observed gravity values.
 FA0323
 FA0323;                    North         East    Units  Estimated Accuracy
 FA0323;SPC NC       -   150,310.      434,730.      MT  (+/- 180 meters Scaled)
 FA0323
 FA0323                          SUPERSEDED SURVEY CONTROL
 FA0323
 FA0323  NGVD 29 (??/??/92)  189.278  (m)          620.99   (f) ADJ UNCH    2 0
 FA0323
 FA0323.Superseded values are not recommended for survey control.
 FA0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0323.See file dsdata.txt to determine how the superseded data were derived.
 FA0323
 FA0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU074829(NAD 83)
 FA0323_MARKER: DB = BENCH MARK DISK
 FA0323_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA0323_STAMPING: 45 EGB 1965 621
 FA0323_MARK LOGO: USGS  
 FA0323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0323+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 FA0323
 FA0323  HISTORY     - Date     Condition        Report By
 FA0323  HISTORY     - 1965     MONUMENTED       USGS
 FA0323  HISTORY     - 1972     GOOD             NCGS
 FA0323  HISTORY     - 1987     GOOD             USPSQD
 FA0323  HISTORY     - 1988     GOOD             USPSQD
 FA0323  HISTORY     - 1989     GOOD             USPSQD
 FA0323  HISTORY     - 19990213 POOR             USPSQD
 FA0323  HISTORY     - 19990830 GOOD             NCGS
 FA0323  HISTORY     - 20021030 SEE DESCRIPTION  NCGS
 FA0323  HISTORY     - 20050330 GOOD             USPSQD
 FA0323  HISTORY     - 20071005 POOR             GEOCAC
 FA0323
 FA0323                          STATION DESCRIPTION
 FA0323
 FA0323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0323'1.5 MI W FROM PINEVILLE.
 FA0323'STATION IS LOCATED APPROXIMATELY 10.4 MI. SSW OF DOWNTOWN
 FA0323'CHARLOTTE, ABOUT 1.9 MI. W ALONG NC 51 FROM JUNCTION WITH U.S.
 FA0323'521 IN PINEVILLE, AT NC-SC STATE LINE, 28 FT SE OF AND LEVEL
 FA0323'WITH C/L OF HIGHWAY, AND 3 FT SE OF STATE LINE SIGNPOST.  DISK IS
 FA0323'3 INCHES ABOVE THE GROUND.
 FA0323
 FA0323                          STATION RECOVERY (1987)
 FA0323
 FA0323'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0323'RECOVERED IN GOOD CONDITION.
 FA0323
 FA0323                          STATION RECOVERY (1988)
 FA0323
 FA0323'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0323'RECOVERED IN GOOD CONDITION.
 FA0323
 FA0323                          STATION RECOVERY (1989)
 FA0323
 FA0323'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0323'RECOVERED IN GOOD CONDITION.
 FA0323
 FA0323                          STATION RECOVERY (1999)
 FA0323
 FA0323'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0323'MARK RECOVERED IN POOR CONDITION.
 FA0323
 FA0323                          STATION RECOVERY (1999)
 FA0323
 FA0323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA0323'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS. MARK HAS BEEN HIT AND
 FA0323'ONE-THIRD OF THE DISK IS MISSING.  IT APPEARS TO BE SOLID IN THE
 FA0323'GROUND. MARK IS LEVEL WITH NC 51 AND PROJECTS 6 INCHES FROM THE
 FA0323'GROUND. LOCATED 27.5 FEET (8.4 M) SOUTH OF THE CENTERLINE OF NC 51,
 FA0323'129.5 FEET (39.5 M) NORTH-NORTHEAST OF NORTHEAST CORNER OF METAL
 FA0323'BUILDING--AND 102.7 FEET (31.3 M) EAST OF POWER POLE--WITH REFERENCE
 FA0323'TAG.
 FA0323
 FA0323                          STATION RECOVERY (2002)
 FA0323
 FA0323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA0323'THE MONUMENT WAS RECOVERED IN POOR CONDITION. THE CONCRETE ON THE WEST
 FA0323'SIDE OF THE MARK HAS BEEN BROKEN OFF AND ABOUT 30 PERCENT OF THE DISK
 FA0323'IS MISSING. THE STAMPING AND CENTER OF THE DISK STILL REMAIN, AND THE
 FA0323'MARK APPEARS FIRMLY SET IN THE GROUND BUT ITS STATUS IS QUESTIONABLE.
 FA0323
 FA0323                          STATION RECOVERY (2005)
 FA0323
 FA0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA0323'RECOVERED IN GOOD CONDITION.
 FA0323
 FA0323                          STATION RECOVERY (2007)
 FA0323
 FA0323'RECOVERY NOTE BY GEOCACHING 2007 (DEB)
 FA0323'SETTING AND DISK IS SOUND AND STABLE HOWEVER APPROXIMATELY ONE THIRD
 FA0323'OF DISK HAS BEEN BROKEN OFF. THE PORTION OF DISK REMAINING HAS THE
 FA0323'TRIANGULATION MARK ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1001 ***********************************************************************
 FY1001  DESIGNATION -  45 HLZ
 FY1001  PID         -  FY1001
 FY1001  STATE/COUNTY-  NC/ALAMANCE
 FY1001  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1001
 FY1001                         *CURRENT SURVEY CONTROL
 FY1001  ___________________________________________________________________
 FY1001* NAD 83(1986)-  36 07 51.     (N)    079 29 39.     (W)     SCALED    
 FY1001* NAVD 88     -       201.730  (meters)     661.84   (feet)  ADJUSTED  
 FY1001  ___________________________________________________________________
 FY1001  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FY1001  DYNAMIC HT  -         201.570 (meters)     661.32  (feet)  COMP
 FY1001  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 FY1001
 FY1001  VERT ORDER  -  SECOND    CLASS 0
 FY1001
 FY1001.The horizontal coordinates were scaled from a topographic map and have
 FY1001.an estimated accuracy of +/- 6 seconds.
 FY1001
 FY1001.The orthometric height was determined by differential leveling
 FY1001.and adjusted in June 1991.
 FY1001
 FY1001.The geoid height was determined by GEOID03.
 FY1001
 FY1001.The dynamic height is computed by dividing the NAVD 88
 FY1001.geopotential number by the normal gravity value computed on the
 FY1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1001.degrees latitude (g = 980.6199 gals.).
 FY1001
 FY1001.The modeled gravity was interpolated from observed gravity values.
 FY1001
 FY1001;                    North         East    Units  Estimated Accuracy
 FY1001;SPC NC       -   264,230.      565,120.      MT  (+/- 180 meters Scaled)
 FY1001
 FY1001                          SUPERSEDED SURVEY CONTROL
 FY1001
 FY1001  NGVD 29 (??/??/92)  201.982  (m)          662.67   (f) ADJ UNCH    2 0
 FY1001
 FY1001.Superseded values are not recommended for survey control.
 FY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1001.See file dsdata.txt to determine how the superseded data were derived.
 FY1001
 FY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV354995(NAD 83)
 FY1001_MARKER: DD = SURVEY DISK
 FY1001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1001_SP_SET: CONCRETE ISLAND
 FY1001_STAMPING: 45 HLZ 1967
 FY1001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1001
 FY1001  HISTORY     - Date     Condition        Report By
 FY1001  HISTORY     - 1967     MONUMENTED       USGS
 FY1001  HISTORY     - 1973     GOOD             USGS
 FY1001  HISTORY     - 19910529 GOOD             USPSQD
 FY1001  HISTORY     - 20020808 SEE DESCRIPTION  NCGS
 FY1001
 FY1001                          STATION DESCRIPTION
 FY1001
 FY1001'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 FY1001'2.1 MI NNE FROM ELON COLLEGE.
 FY1001'TO REACH STATION FROM Y-INTERSECTION OF NC 87 AND NC 100 AT GLEN
 FY1001'RAVEN NW OF BURLINGTON, PROCEED NORTH ALONG NC 87 FOR 1.7 MILES
 FY1001'TO SR 1547 AND STATION IN SE QUADRANT OF INTERSECTION IN NORTH
 FY1001'END OF CONCRETE GAS PUMP ISLAND OF WILKINS EXXON STATION, 44.4
 FY1001'FT E OF C/L OF NC 87, 53.3 FT S OF C/L OF SR 1547, 0.7 FT S OF N
 FY1001'END OF CONCRETE GAS PUMP ISLAND, AND 50.8 FT NW OF SW CORNER OF
 FY1001'SERVICE STATION.  DISK IS SET FLUSH IN DRILL HOLE IN A CONCRETE
 FY1001'ISLAND.
 FY1001
 FY1001                          STATION RECOVERY (1991)
 FY1001
 FY1001'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1001'RECOVERED IN GOOD CONDITION.
 FY1001
 FY1001                          STATION RECOVERY (2002)
 FY1001
 FY1001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1001'DESTROYED, CONCRETE GAS PUMP ISLAND IS GONE. DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2485 ***********************************************************************
 FB2485  DESIGNATION -  45 WCE
 FB2485  PID         -  FB2485
 FB2485  STATE/COUNTY-  NC/SWAIN
 FB2485  USGS QUAD   -  LUFTEE KNOB (1964)
 FB2485
 FB2485                         *CURRENT SURVEY CONTROL
 FB2485  ___________________________________________________________________
 FB2485* NAD 83(2001)-  35 38 35.27949(N)    083 12 07.45353(W)     NO CHECK  
 FB2485* NAVD 88     -      1580.0    (meters)    5184.     (feet)  VERTCON   
 FB2485  ___________________________________________________________________
 FB2485  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FB2485  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB2485  HORZ ORDER  -  THIRD
 FB2485
 FB2485.The horizontal coordinates were established by classical geodetic methods
 FB2485.and adjusted by the National Geodetic Survey in August 2005.
 FB2485.No horizontal observational check was made to the station.
 FB2485
 FB2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2485
 FB2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2485
 FB2485.The geoid height was determined by GEOID03.
 FB2485
 FB2485;                    North         East     Units Scale Factor Converg.
 FB2485;SPC NC       -   218,060.070   229,180.719   MT  0.99989585   -2 25 31.1
 FB2485;SPC NC       -   715,418.75    751,903.74   sFT  0.99989585   -2 25 31.1
 FB2485;UTM  17      - 3,946,601.162   300,626.435   MT  1.00008985   -1 17 01.1
 FB2485
 FB2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2485!SPC NC       -   0.99975657  x   0.99989585  =   0.99965245
 FB2485!UTM  17      -   0.99975657  x   1.00008985  =   0.99984640
 FB2485
 FB2485                          SUPERSEDED SURVEY CONTROL
 FB2485
 FB2485  NAD 83(1995)-  35 38 35.27923(N)    083 12 07.45521(W) AD(       ) 3
 FB2485  NAD 83(1986)-  35 38 35.28935(N)    083 12 07.45031(W) AD(       ) 3
 FB2485  NAD 27      -  35 38 34.92844(N)    083 12 07.92225(W) AD(       ) 3
 FB2485  NGVD 29 (07/19/86) 1580.0    (m)         5184.     (f) VERT ANG    3  
 FB2485
 FB2485.Superseded values are not recommended for survey control.
 FB2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2485.See file dsdata.txt to determine how the superseded data were derived.
 FB2485
 FB2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0062646601(NAD 83)
 FB2485_MARKER: DD = SURVEY DISK
 FB2485_SETTING: 0 = UNSPECIFIED SETTING
 FB2485_STAMPING: ET 45 WCE 1963
 FB2485_MARK LOGO: USGS  
 FB2485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2485
 FB2485  HISTORY     - Date     Condition        Report By
 FB2485  HISTORY     - 1963     MONUMENTED       USGS
 FB2485
 FB2485                          STATION DESCRIPTION
 FB2485
 FB2485'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2485'CHEROKEE, 1.6 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO
 FB2485'T-RD. E., THENCE 0.2 MI E. RIGHT TO T-RD. W., THENCE 8.8 MI N. LEFT
 FB2485'TO BRIDGE AND T-RD. SW., THENCE 4.6 MI NE. RIGHT TO LOCKED GATE
 FB2485'AT ROUND BOTTOM CAMPING AREA, THENCE 5.1 MI THROUGH GATE TO
 FB2485'BALSAM MOUNTAIN TRAIL, THENCE TURN N. LEFT 2.0 MI ALONG JEEP TRAIL
 FB2485'TO TOP 0.3 MI S. OF BEECH GAP, 30 FT WSW. OF 72 IN. SPLIT
 FB2485'CHESTNUT TREE, 39 FT NNE. OF 36-IN CHERRY TREE ON W. SIDE OF TRAIL,
 FB2485'22 FT NE. OF CENTERLINE OF TRAIL, ON BOULDER 2 FT ABOVE GROUND,
 FB2485'STANDARD DISK STAMPED---ET 45 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1707 ***********************************************************************
 EY1707  DESIGNATION -  45 WSM
 EY1707  PID         -  EY1707
 EY1707  STATE/COUNTY-  NC/BERTIE
 EY1707  USGS QUAD   -  QUITSNA (1981)
 EY1707
 EY1707                         *CURRENT SURVEY CONTROL
 EY1707  ___________________________________________________________________
 EY1707* NAD 83(1986)-  35 59 33.     (N)    077 06 12.     (W)     SCALED    
 EY1707* NAVD 88     -        10.122  (meters)      33.21   (feet)  ADJUSTED  
 EY1707  ___________________________________________________________________
 EY1707  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EY1707  DYNAMIC HT  -          10.114 (meters)      33.18  (feet)  COMP
 EY1707  MODELED GRAV-     979,828.4   (mgal)                       NAVD 88
 EY1707
 EY1707  VERT ORDER  -  SECOND    CLASS II
 EY1707
 EY1707.The horizontal coordinates were scaled from a topographic map and have
 EY1707.an estimated accuracy of +/- 6 seconds.
 EY1707
 EY1707.The orthometric height was determined by differential leveling
 EY1707.and adjusted in June 1991.
 EY1707
 EY1707.The geoid height was determined by GEOID03.
 EY1707
 EY1707.The dynamic height is computed by dividing the NAVD 88
 EY1707.geopotential number by the normal gravity value computed on the
 EY1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1707.degrees latitude (g = 980.6199 gals.).
 EY1707
 EY1707.The modeled gravity was interpolated from observed gravity values.
 EY1707
 EY1707;                    North         East    Units  Estimated Accuracy
 EY1707;SPC NC       -   250,400.      780,610.      MT  (+/- 180 meters Scaled)
 EY1707
 EY1707                          SUPERSEDED SURVEY CONTROL
 EY1707
 EY1707  NGVD 29 (??/??/92)   10.458  (m)           34.31   (f) ADJ UNCH    2 2
 EY1707
 EY1707.Superseded values are not recommended for survey control.
 EY1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1707.See file dsdata.txt to determine how the superseded data were derived.
 EY1707
 EY1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE104851(NAD 83)
 EY1707_MARKER: DD = SURVEY DISK
 EY1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1707_SP_SET: CULVERT
 EY1707_STAMPING: 45 WSM 1955
 EY1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1707
 EY1707  HISTORY     - Date     Condition        Report By
 EY1707  HISTORY     - 1955     MONUMENTED       NCGS
 EY1707  HISTORY     - 1975     GOOD             NCGS
 EY1707
 EY1707                          STATION DESCRIPTION
 EY1707
 EY1707'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1707'8.4 MI W FROM WINDSOR.
 EY1707'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1707'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1707'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1707'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1707'ALONG SR 1108 FOR 4.95 MILES TO SMALL CONCRETE BOX CULVERT UNDER ROAD,
 EY1707'AND STATION ON RIGHT, IN THE NE HEADWALL, AND 0.15 MILE SE OF SR 1121
 EY1707'NW.  14.6 FT. ENE OF C/L OF SR 1108, 14.6 FT. SSE OF NW END OF
 EY1707'HEADWALL, AND 14.0 FT. NNW OF HIGHWAY SIGN POST WITH ALUMINUM REF.
 EY1707'TAG.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9425 ***********************************************************************
 DE9425  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9425  DESIGNATION -  453W 200
 DE9425  PID         -  DE9425
 DE9425  STATE/COUNTY-  NC/GUILFORD
 DE9425  USGS QUAD   -  LAKE BRANDT (1994)
 DE9425
 DE9425                         *CURRENT SURVEY CONTROL
 DE9425  ___________________________________________________________________
 DE9425* NAD 83(2007)-  36 10 43.65696(N)    079 46 49.13439(W)     ADJUSTED  
 DE9425* NAVD 88     -       238.74   (meters)     783.3    (feet)  GPS OBS   
 DE9425  ___________________________________________________________________
 DE9425  EPOCH DATE  -        2002.00
 DE9425  X           -     914,522.618 (meters)                     COMP
 DE9425  Y           -  -5,072,702.691 (meters)                     COMP
 DE9425  Z           -   3,744,345.986 (meters)                     COMP
 DE9425  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 DE9425  ELLIP HEIGHT-         207.345 (meters)          (02/10/07) ADJUSTED
 DE9425  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DE9425
 DE9425  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9425  Type    PID    Designation                      North   East  Ellip
 DE9425  -------------------------------------------------------------------
 DE9425  NETWORK DE9425 453W 200                          1.14   0.78   1.55
 DE9425  -------------------------------------------------------------------
 DE9425
 DE9425.The horizontal coordinates were established by GPS observations
 DE9425.and adjusted by the National Geodetic Survey in February 2007.
 DE9425
 DE9425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9425.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9425.The horizontal coordinates are valid at the epoch date displayed above.
 DE9425.The epoch date for horizontal control is a decimal equivalence
 DE9425.of Year/Month/Day.
 DE9425
 DE9425.The orthometric height was determined by GPS observations and a
 DE9425.high-resolution geoid model.
 DE9425.The orthometric height was determined by GPS observations and a
 DE9425.high-resolution geoid model using precise GPS observation and
 DE9425.processing techniques.
 DE9425
 DE9425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9425
 DE9425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9425
 DE9425.The ellipsoidal height was determined by GPS observations
 DE9425.and is referenced to NAD 83.
 DE9425
 DE9425.The geoid height was determined by GEOID03.
 DE9425
 DE9425;                    North         East     Units Scale Factor Converg.
 DE9425;SPC NC       -   269,715.259   539,404.770   MT  1.00000341   -0 27 01.3
 DE9425;SPC NC       -   884,890.81  1,769,697.15   sFT  1.00000341   -0 27 01.3
 DE9425;UTM  17      - 4,004,468.770   609,681.164   MT  0.99974822   +0 43 12.2
 DE9425
 DE9425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9425!SPC NC       -   0.99996746  x   1.00000341  =   0.99997087
 DE9425!UTM  17      -   0.99996746  x   0.99974822  =   0.99971569
 DE9425
 DE9425                          SUPERSEDED SURVEY CONTROL
 DE9425
 DE9425  NAD 83(2001)-  36 10 43.65751(N)    079 46 49.13378(W) AD(       ) 1
 DE9425  ELLIP H (03/13/03)  207.339  (m)                       GP(       ) 4 2
 DE9425  NAD 83(1986)-  36 10 43.66420(N)    079 46 49.14135(W) AD(       ) 1
 DE9425
 DE9425.Superseded values are not recommended for survey control.
 DE9425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9425.See file dsdata.txt to determine how the superseded data were derived.
 DE9425
 DE9425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0968104469(NAD 83)
 DE9425_MARKER: DD = SURVEY DISK
 DE9425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9425_STAMPING: 453W200 1999
 DE9425_MARK LOGO: NC1940
 DE9425_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9425+STABILITY: SURFACE MOTION
 DE9425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9425+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9425
 DE9425  HISTORY     - Date     Condition        Report By
 DE9425  HISTORY     - 1999     MONUMENTED       NC1940
 DE9425
 DE9425                          STATION DESCRIPTION
 DE9425
 DE9425'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9425'STATION IS ABOUT 7.4 MI (11.9 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9425'GOVERNMENT PLAZA, AND 3.8 MI (6.1 KM) EAST-SOUTHEAST OF HILLSDALE.
 DE9425'PROCEED ALONG SR 2516 (ARCHERGATE ROAD) FROM SR 2523 (YANCEYVILLE
 DE9425'ROAD) FOR 0.5 MI (0.8 KM) WEST, THENCE ALONG SR 2653 (BOBWHITE LANE)
 DE9425'0.3 MI (0.5 KM) SOUTH TO STATION ON EAST SIDE OF ROAD ABOUT 175-FEET
 DE9425'NORTH OF END OF PAVEMENT, AND JUST NORTH OF A PINE WOODS.
 DE9425'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF ROAD AND RECESSED
 DE9425'2-INCHES BELOW THE GROUND. LOCATED 14.6 FT (4.5 M) EAST OF THE
 DE9425'CENTERLINE OF SR 2653, 40.5 FT (12.3 M) EAST OF THE NORTHERNMOST OF A
 DE9425'GROUP OF BRICK FENCE POST AT HOUSE (6607), 47.7 FT (14.5 M)
 DE9425'EAST-NORTHEAST OF MAILBOX (6607), AND 60.9 FT (18.6 M) NORTH OF THE
 DE9425'NORTH END OF CULVERT UNDER GRAVEL AT NORTH END OF PINE WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9416 ***********************************************************************
 DE9416  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9416  DESIGNATION -  455W 200
 DE9416  PID         -  DE9416
 DE9416  STATE/COUNTY-  NC/GUILFORD
 DE9416  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9416
 DE9416                         *CURRENT SURVEY CONTROL
 DE9416  ___________________________________________________________________
 DE9416* NAD 83(2007)-  36 10 31.62461(N)    079 44 47.42282(W)     ADJUSTED  
 DE9416* NAVD 88     -       234.65   (meters)     769.8    (feet)  GPS OBS   
 DE9416  ___________________________________________________________________
 DE9416  EPOCH DATE  -        2002.00
 DE9416  X           -     917,554.134 (meters)                     COMP
 DE9416  Y           -  -5,072,374.473 (meters)                     COMP
 DE9416  Z           -   3,744,044.285 (meters)                     COMP
 DE9416  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DE9416  ELLIP HEIGHT-         203.406 (meters)          (02/10/07) ADJUSTED
 DE9416  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9416
 DE9416  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9416  Type    PID    Designation                      North   East  Ellip
 DE9416  -------------------------------------------------------------------
 DE9416  NETWORK DE9416 455W 200                          1.94   1.57   3.16
 DE9416  -------------------------------------------------------------------
 DE9416
 DE9416.The horizontal coordinates were established by GPS observations
 DE9416.and adjusted by the National Geodetic Survey in February 2007.
 DE9416
 DE9416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9416.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9416.The horizontal coordinates are valid at the epoch date displayed above.
 DE9416.The epoch date for horizontal control is a decimal equivalence
 DE9416.of Year/Month/Day.
 DE9416
 DE9416.The orthometric height was determined by GPS observations and a
 DE9416.high-resolution geoid model.
 DE9416.The orthometric height was determined by GPS observations and a
 DE9416.high-resolution geoid model using precise GPS observation and
 DE9416.processing techniques.
 DE9416
 DE9416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9416
 DE9416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9416
 DE9416.The ellipsoidal height was determined by GPS observations
 DE9416.and is referenced to NAD 83.
 DE9416
 DE9416.The geoid height was determined by GEOID03.
 DE9416
 DE9416;                    North         East     Units Scale Factor Converg.
 DE9416;SPC NC       -   269,321.008   542,443.329   MT  1.00000246   -0 25 51.1
 DE9416;SPC NC       -   883,597.34  1,779,666.16   sFT  1.00000246   -0 25 51.1
 DE9416;UTM  17      - 4,004,136.762   612,726.380   MT  0.99975657   +0 44 23.9
 DE9416
 DE9416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9416!SPC NC       -   0.99996808  x   1.00000246  =   0.99997054
 DE9416!UTM  17      -   0.99996808  x   0.99975657  =   0.99972465
 DE9416
 DE9416:                Primary Azimuth Mark                     Grid Az
 DE9416:SPC NC       -  455W 201                                 149 51 58.9
 DE9416:UTM  17      -  455W 201                                 148 41 43.9
 DE9416
 DE9416|---------------------------------------------------------------------|
 DE9416| PID    Reference Object                     Distance      Geod. Az  |
 DE9416|                                                           dddmmss.s |
 DE9416| DE9417 455W 201                            APPROX. 0.6 KM 1492607.8 |
 DE9416|---------------------------------------------------------------------|
 DE9416
 DE9416                          SUPERSEDED SURVEY CONTROL
 DE9416
 DE9416  NAD 83(2001)-  36 10 31.62515(N)    079 44 47.42220(W) AD(       ) 1
 DE9416  ELLIP H (03/13/03)  203.402  (m)                       GP(       ) 4 2
 DE9416  NAD 83(1986)-  36 10 31.63182(N)    079 44 47.42973(W) AD(       ) 1
 DE9416
 DE9416.Superseded values are not recommended for survey control.
 DE9416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9416.See file dsdata.txt to determine how the superseded data were derived.
 DE9416
 DE9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1272604137(NAD 83)
 DE9416_MARKER: DD = SURVEY DISK
 DE9416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9416_STAMPING: 455W200 1999
 DE9416_MARK LOGO: NC1940
 DE9416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9416+STABILITY: SURFACE MOTION
 DE9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9416+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9416
 DE9416  HISTORY     - Date     Condition        Report By
 DE9416  HISTORY     - 1999     MONUMENTED       NC1940
 DE9416
 DE9416                          STATION DESCRIPTION
 DE9416
 DE9416'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9416'STATION IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9416'GREENSBORO GOVERNMENT PLAZA, ON THE EAST SIDE OF LAKE TOWNSEND.
 DE9416'LOCATED ALONG SOUTHSHORE ROAD, 0.7 MI (1.1 KM) NORTHWEST OF
 DE9416'INTERSECTION WITH SR 2359-LEES CHAPEL ROAD (THIS INTERSECTION BEING
 DE9416'THE END OF SR 2359). STATION IS ON THE WEST SIDE OF SOUTHSHORE ROAD,
 DE9416'ABOUT 200-FEET FROM ITS END AND NEAR SOUTH END OF WOODS.
 DE9416'MARK IS 1/2-F00T LOWER THAN THE CENTER OF ROAD AND RECESSED 3-INCHES
 DE9416'BELOW THE GROUND. LOCATED 13.3 FT (4.1 M) WEST-SOUTHWEST OF CENTERLINE
 DE9416'OF SOUTHSHORE ROAD, 182.0 FT (55.5 M) SOUTH-SOUTHEAST OF GUARDRAIL AT
 DE9416'CENTER OF THE ROADS END, 72.3 FT (22.0 M) NORTH OF A 1-INCH PIPE AT
 DE9416'PROPERTY CORNER OF BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9417 ***********************************************************************
 DE9417  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9417  DESIGNATION -  455W 201
 DE9417  PID         -  DE9417
 DE9417  STATE/COUNTY-  NC/GUILFORD
 DE9417  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9417
 DE9417                         *CURRENT SURVEY CONTROL
 DE9417  ___________________________________________________________________
 DE9417* NAD 83(2007)-  36 10 14.91216(N)    079 44 35.25018(W)     ADJUSTED  
 DE9417* NAVD 88     -       249.03   (meters)     817.0    (feet)  GPS OBS   
 DE9417  ___________________________________________________________________
 DE9417  EPOCH DATE  -        2002.00
 DE9417  X           -     917,909.690 (meters)                     COMP
 DE9417  Y           -  -5,072,630.967 (meters)                     COMP
 DE9417  Z           -   3,743,636.958 (meters)                     COMP
 DE9417  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DE9417  ELLIP HEIGHT-         217.833 (meters)          (02/10/07) ADJUSTED
 DE9417  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DE9417
 DE9417  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9417  Type    PID    Designation                      North   East  Ellip
 DE9417  -------------------------------------------------------------------
 DE9417  NETWORK DE9417 455W 201                          2.20   1.74   3.29
 DE9417  -------------------------------------------------------------------
 DE9417
 DE9417.The horizontal coordinates were established by GPS observations
 DE9417.and adjusted by the National Geodetic Survey in February 2007.
 DE9417
 DE9417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9417.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9417.The horizontal coordinates are valid at the epoch date displayed above.
 DE9417.The epoch date for horizontal control is a decimal equivalence
 DE9417.of Year/Month/Day.
 DE9417
 DE9417.The orthometric height was determined by GPS observations and a
 DE9417.high-resolution geoid model.
 DE9417.The orthometric height was determined by GPS observations and a
 DE9417.high-resolution geoid model using precise GPS observation and
 DE9417.processing techniques.
 DE9417
 DE9417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9417
 DE9417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9417
 DE9417.The ellipsoidal height was determined by GPS observations
 DE9417.and is referenced to NAD 83.
 DE9417
 DE9417.The geoid height was determined by GEOID03.
 DE9417
 DE9417;                    North         East     Units Scale Factor Converg.
 DE9417;SPC NC       -   268,803.614   542,743.658   MT  1.00000116   -0 25 44.1
 DE9417;SPC NC       -   881,899.86  1,780,651.48   sFT  1.00000116   -0 25 44.1
 DE9417;UTM  17      - 4,003,625.738   613,037.142   MT  0.99975743   +0 44 30.8
 DE9417
 DE9417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9417!SPC NC       -   0.99996581  x   1.00000116  =   0.99996697
 DE9417!UTM  17      -   0.99996581  x   0.99975743  =   0.99972325
 DE9417
 DE9417:                Primary Azimuth Mark                     Grid Az
 DE9417:SPC NC       -  374W 200                                 179 13 50.4
 DE9417:UTM  17      -  374W 200                                 178 03 35.5
 DE9417
 DE9417|---------------------------------------------------------------------|
 DE9417| PID    Reference Object                     Distance      Geod. Az  |
 DE9417|                                                           dddmmss.s |
 DE9417| DE9410 374W 200                            APPROX. 0.5 KM 1784806.3 |
 DE9417|---------------------------------------------------------------------|
 DE9417
 DE9417                          SUPERSEDED SURVEY CONTROL
 DE9417
 DE9417  NAD 83(2001)-  36 10 14.91270(N)    079 44 35.24957(W) AD(       ) 1
 DE9417  ELLIP H (03/13/03)  217.829  (m)                       GP(       ) 4 2
 DE9417  NAD 83(1986)-  36 10 14.91935(N)    079 44 35.25708(W) AD(       ) 1
 DE9417
 DE9417.Superseded values are not recommended for survey control.
 DE9417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9417.See file dsdata.txt to determine how the superseded data were derived.
 DE9417
 DE9417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1303703626(NAD 83)
 DE9417_MARKER: DD = SURVEY DISK
 DE9417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9417_STAMPING: 455W201 1999
 DE9417_MARK LOGO: NC1940
 DE9417_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9417+STABILITY: SURFACE MOTION
 DE9417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9417+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9417
 DE9417  HISTORY     - Date     Condition        Report By
 DE9417  HISTORY     - 1999     MONUMENTED       NC1940
 DE9417
 DE9417                          STATION DESCRIPTION
 DE9417
 DE9417'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9417'STATION IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9417'GREENSBORO GOVERNMENT PLAZA, ON THE EAST SIDE OF LAKE TOWNSEND.
 DE9417'LOCATED ALONG SOUTHSHORE ROAD, 0.4 MI (0.6 KM) NORTHWEST OF
 DE9417'INTERSECTION WITH SR 2359-LEES CHAPEL ROAD (THIS INTERSECTION BEING
 DE9417'THE END OF SR 2359) IN WEST SHOULDER OF SOUTHSHORE ROAD.
 DE9417'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 DE9417'13.2 FT (4.0 M) WEST OF CENTERLINE OF SOUTHSHORE ROAD, 76.0 FT (23.2
 DE9417'M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVE, AND 26.0 FT (7.9 M)
 DE9417'SOUTHEAST OF A DUKE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9414 ***********************************************************************
 DE9414  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9414  DESIGNATION -  456W 200
 DE9414  PID         -  DE9414
 DE9414  STATE/COUNTY-  NC/GUILFORD
 DE9414  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9414
 DE9414                         *CURRENT SURVEY CONTROL
 DE9414  ___________________________________________________________________
 DE9414* NAD 83(2007)-  36 10 40.03692(N)    079 43 46.85445(W)     ADJUSTED  
 DE9414* NAVD 88     -       243.46   (meters)     798.8    (feet)  GPS OBS   
 DE9414  ___________________________________________________________________
 DE9414  EPOCH DATE  -        2002.00
 DE9414  X           -     919,017.553 (meters)                     COMP
 DE9414  Y           -  -5,071,961.261 (meters)                     COMP
 DE9414  Z           -   3,744,258.829 (meters)                     COMP
 DE9414  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 DE9414  ELLIP HEIGHT-         212.278 (meters)          (02/10/07) ADJUSTED
 DE9414  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 DE9414
 DE9414  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9414  Type    PID    Designation                      North   East  Ellip
 DE9414  -------------------------------------------------------------------
 DE9414  NETWORK DE9414 456W 200                          2.63   2.47   4.16
 DE9414  -------------------------------------------------------------------
 DE9414
 DE9414.The horizontal coordinates were established by GPS observations
 DE9414.and adjusted by the National Geodetic Survey in February 2007.
 DE9414
 DE9414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9414.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9414.The horizontal coordinates are valid at the epoch date displayed above.
 DE9414.The epoch date for horizontal control is a decimal equivalence
 DE9414.of Year/Month/Day.
 DE9414
 DE9414.The orthometric height was determined by GPS observations and a
 DE9414.high-resolution geoid model.
 DE9414.The orthometric height was determined by GPS observations and a
 DE9414.high-resolution geoid model using precise GPS observation and
 DE9414.processing techniques.
 DE9414
 DE9414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9414
 DE9414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9414
 DE9414.The ellipsoidal height was determined by GPS observations
 DE9414.and is referenced to NAD 83.
 DE9414
 DE9414.The geoid height was determined by GEOID03.
 DE9414
 DE9414;                    North         East     Units Scale Factor Converg.
 DE9414;SPC NC       -   269,569.040   543,958.793   MT  1.00000312   -0 25 16.1
 DE9414;SPC NC       -   884,411.09  1,784,638.14   sFT  1.00000312   -0 25 16.1
 DE9414;UTM  17      - 4,004,415.643   614,236.090   MT  0.99976079   +0 44 59.8
 DE9414
 DE9414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9414!SPC NC       -   0.99996668  x   1.00000312  =   0.99996980
 DE9414!UTM  17      -   0.99996668  x   0.99976079  =   0.99972748
 DE9414
 DE9414:                Primary Azimuth Mark                     Grid Az
 DE9414:SPC NC       -  456W 201                                 153 27 42.4
 DE9414:UTM  17      -  456W 201                                 152 17 26.5
 DE9414
 DE9414|---------------------------------------------------------------------|
 DE9414| PID    Reference Object                     Distance      Geod. Az  |
 DE9414|                                                           dddmmss.s |
 DE9414| DE9415 456W 201                            408.487 METERS 1530226.3 |
 DE9414|---------------------------------------------------------------------|
 DE9414
 DE9414                          SUPERSEDED SURVEY CONTROL
 DE9414
 DE9414  NAD 83(2001)-  36 10 40.03746(N)    079 43 46.85389(W) AD(       ) 1
 DE9414  ELLIP H (03/13/03)  212.273  (m)                       GP(       ) 4 2
 DE9414  NAD 83(1986)-  36 10 40.04404(N)    079 43 46.86130(W) AD(       ) 1
 DE9414
 DE9414.Superseded values are not recommended for survey control.
 DE9414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9414.See file dsdata.txt to determine how the superseded data were derived.
 DE9414
 DE9414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1423604416(NAD 83)
 DE9414_MARKER: DD = SURVEY DISK
 DE9414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9414_STAMPING: 456W200 1999
 DE9414_MARK LOGO: NC1940
 DE9414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9414+STABILITY: SURFACE MOTION
 DE9414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9414+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9414
 DE9414  HISTORY     - Date     Condition        Report By
 DE9414  HISTORY     - 1999     MONUMENTED       NC1940
 DE9414
 DE9414                          STATION DESCRIPTION
 DE9414
 DE9414'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9414'STATION IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9414'GREENSBORO GOVERNMENT PLAZA, ON THE EAST SIDE OF LAKE TOWNSEND AT THE
 DE9414'ENTRANCE TO BRYAN PARK.
 DE9414'ALONG BRYAN PARK DRIVE, 0.6 MI (1.0 KM) NORTHWEST OF INTERSECTION WITH
 DE9414'SUMMIT AVENUE, ON THE NORTHEAST SIDE OF ROAD.
 DE9414'MARK IS LEVEL WITH THE CENTER OF THE ROAD AND FLUSH WITH THE GROUND.
 DE9414'LOCATED 15.6 FT (4.8 M) NORTHEAST OF CENTERLINE OF BRYAN PARK DRIVE,
 DE9414'7.9 FT (2.4 M) SOUTHWEST OF THE--REEDY FORK TRESTLE--HISTORICAL
 DE9414'MARKER, 184.5 FT (56.2 M) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE
 DE9414'RAIL OF BRIDGE OVER RAILROAD, 69.6 FT (21.2 M) SOUTHEAST OF END OF
 DE9414'CURB LEADING FROM THE PARK ENTRANCE, AND 145.0 FT (44.2 M) SOUTHEAST
 DE9414'OF ENTRANCE GATE TO PARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9415 ***********************************************************************
 DE9415  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9415  DESIGNATION -  456W 201
 DE9415  PID         -  DE9415
 DE9415  STATE/COUNTY-  NC/GUILFORD
 DE9415  USGS QUAD   -  BROWNS SUMMIT (1994)
 DE9415
 DE9415                         *CURRENT SURVEY CONTROL
 DE9415  ___________________________________________________________________
 DE9415* NAD 83(2007)-  36 10 28.22434(N)    079 43 39.44390(W)     ADJUSTED  
 DE9415* NAVD 88     -       236.48   (meters)     775.9    (feet)  GPS OBS   
 DE9415  ___________________________________________________________________
 DE9415  EPOCH DATE  -        2002.00
 DE9415  X           -     919,237.100 (meters)                     COMP
 DE9415  Y           -  -5,072,134.194 (meters)                     COMP
 DE9415  Z           -   3,743,960.813 (meters)                     COMP
 DE9415  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 DE9415  ELLIP HEIGHT-         205.324 (meters)          (02/10/07) ADJUSTED
 DE9415  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 DE9415
 DE9415  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9415  Type    PID    Designation                      North   East  Ellip
 DE9415  -------------------------------------------------------------------
 DE9415  NETWORK DE9415 456W 201                          2.69   2.35   4.39
 DE9415  -------------------------------------------------------------------
 DE9415
 DE9415.The horizontal coordinates were established by GPS observations
 DE9415.and adjusted by the National Geodetic Survey in February 2007.
 DE9415
 DE9415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9415.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9415.The horizontal coordinates are valid at the epoch date displayed above.
 DE9415.The epoch date for horizontal control is a decimal equivalence
 DE9415.of Year/Month/Day.
 DE9415
 DE9415.The orthometric height was determined by GPS observations and a
 DE9415.high-resolution geoid model.
 DE9415.The orthometric height was determined by GPS observations and a
 DE9415.high-resolution geoid model using precise GPS observation and
 DE9415.processing techniques.
 DE9415
 DE9415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9415
 DE9415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9415
 DE9415.The ellipsoidal height was determined by GPS observations
 DE9415.and is referenced to NAD 83.
 DE9415
 DE9415.The geoid height was determined by GEOID03.
 DE9415
 DE9415;                    North         East     Units Scale Factor Converg.
 DE9415;SPC NC       -   269,203.592   544,141.303   MT  1.00000220   -0 25 11.9
 DE9415;SPC NC       -   883,212.12  1,785,236.92   sFT  1.00000220   -0 25 11.9
 DE9415;UTM  17      - 4,004,054.089   614,425.985   MT  0.99976133   +0 45 04.0
 DE9415
 DE9415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9415!SPC NC       -   0.99996778  x   1.00000220  =   0.99996998
 DE9415!UTM  17      -   0.99996778  x   0.99976133  =   0.99972911
 DE9415
 DE9415:                Primary Azimuth Mark                     Grid Az
 DE9415:SPC NC       -  456W 200                                 333 27 42.6
 DE9415:UTM  17      -  456W 200                                 332 17 26.7
 DE9415
 DE9415|---------------------------------------------------------------------|
 DE9415| PID    Reference Object                     Distance      Geod. Az  |
 DE9415|                                                           dddmmss.s |
 DE9415| DE9414 456W 200                            408.487 METERS 3330230.7 |
 DE9415|---------------------------------------------------------------------|
 DE9415
 DE9415                          SUPERSEDED SURVEY CONTROL
 DE9415
 DE9415  NAD 83(2001)-  36 10 28.22487(N)    079 43 39.44335(W) AD(       ) 1
 DE9415  ELLIP H (03/13/03)  205.318  (m)                       GP(       ) 4 2
 DE9415  NAD 83(1986)-  36 10 28.23143(N)    079 43 39.45074(W) AD(       ) 1
 DE9415
 DE9415.Superseded values are not recommended for survey control.
 DE9415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9415.See file dsdata.txt to determine how the superseded data were derived.
 DE9415
 DE9415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1442604054(NAD 83)
 DE9415_MARKER: DD = SURVEY DISK
 DE9415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9415_STAMPING: 456W201 1999
 DE9415_MARK LOGO: NC1940
 DE9415_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9415+STABILITY: SURFACE MOTION
 DE9415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9415+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9415
 DE9415  HISTORY     - Date     Condition        Report By
 DE9415  HISTORY     - 1999     MONUMENTED       NC1940
 DE9415
 DE9415                          STATION DESCRIPTION
 DE9415
 DE9415'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9415'STATION IS ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9415'GREENSBORO GOVERNMENT PLAZA, TO THE EAST OF LAKE TOWNSEND NEAR
 DE9415'ENTRANCE TO BRYAN PARK.
 DE9415'ALONG SR 2641 (BRYAN PARK DRIVE), 0.3 MI (0.5 KM) NORTHWEST OF
 DE9415'INTERSECTION WITH SUMMIT AVENUE, AT THE INTERSECTION WITH SR 2960
 DE9415'(CORPORATE PARK DRIVE) AND ON THE EAST SIDE OF ROAD.
 DE9415'MARK IS 2-FEET HIGHER THAN THE CENTER OF ROAD AND RECESSED 5-INCHES
 DE9415'BELOW THE GROUND. LOCATED 52.5 FT (16.0 M) EAST OF INTERSECTION OF
 DE9415'CENTERLINES, 40.7 FT (12.4 M) EAST-NORTHEAST OF CENTERLINE OF SR 2641,
 DE9415'9.5 FT (2.9 M) EAST-NORTHEAST OF CENTER OF CONCRETE ALONG DITCH, 19.5
 DE9415'FT (5.9 M) WEST-NORTHWEST OF A 16-INCH OAK, 38.2 FT (11.6 M) SOUTHEAST
 DE9415'OF THE NORTH END OF START OF CONCRETE IN DITCH, AND 47.6 FT (14.5 M)
 DE9415'SOUTHEAST OF A--BRYAN PARK SOCCER COMPLEX--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9250 ***********************************************************************
 DE9250  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9250  DESIGNATION -  45E 200
 DE9250  PID         -  DE9250
 DE9250  STATE/COUNTY-  NC/GUILFORD
 DE9250  USGS QUAD   -  GREENSBORO (1994)
 DE9250
 DE9250                         *CURRENT SURVEY CONTROL
 DE9250  ___________________________________________________________________
 DE9250* NAD 83(2007)-  36 03 38.77627(N)    079 50 19.18727(W)     ADJUSTED  
 DE9250* NAVD 88     -       266.89   (meters)     875.6    (feet)  GPS OBS   
 DE9250  ___________________________________________________________________
 DE9250  EPOCH DATE  -        2002.00
 DE9250  X           -     910,722.317 (meters)                     COMP
 DE9250  Y           -  -5,081,252.993 (meters)                     COMP
 DE9250  Z           -   3,733,783.763 (meters)                     COMP
 DE9250  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 DE9250  ELLIP HEIGHT-         235.918 (meters)          (02/10/07) ADJUSTED
 DE9250  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9250
 DE9250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9250  Type    PID    Designation                      North   East  Ellip
 DE9250  -------------------------------------------------------------------
 DE9250  NETWORK DE9250 45E 200                           0.69   0.61   1.10
 DE9250  -------------------------------------------------------------------
 DE9250
 DE9250.The horizontal coordinates were established by GPS observations
 DE9250.and adjusted by the National Geodetic Survey in February 2007.
 DE9250
 DE9250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9250.The horizontal coordinates are valid at the epoch date displayed above.
 DE9250.The epoch date for horizontal control is a decimal equivalence
 DE9250.of Year/Month/Day.
 DE9250
 DE9250.The orthometric height was determined by GPS observations and a
 DE9250.high-resolution geoid model.
 DE9250.The orthometric height was determined by GPS observations and a
 DE9250.high-resolution geoid model using precise GPS observation and
 DE9250.processing techniques.
 DE9250
 DE9250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9250
 DE9250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9250
 DE9250.The ellipsoidal height was determined by GPS observations
 DE9250.and is referenced to NAD 83.
 DE9250
 DE9250.The geoid height was determined by GEOID03.
 DE9250
 DE9250;                    North         East     Units Scale Factor Converg.
 DE9250;SPC NC       -   256,662.782   534,045.319   MT  0.99997217   -0 29 02.6
 DE9250;SPC NC       -   842,067.81  1,752,113.68   sFT  0.99997217   -0 29 02.6
 DE9250;UTM  17      - 3,991,312.899   604,590.386   MT  0.99973479   +0 41 01.2
 DE9250
 DE9250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9250!SPC NC       -   0.99996297  x   0.99997217  =   0.99993515
 DE9250!UTM  17      -   0.99996297  x   0.99973479  =   0.99969777
 DE9250
 DE9250|---------------------------------------------------------------------|
 DE9250| PID    Reference Object                     Distance      Geod. Az  |
 DE9250|                                                           dddmmss.s |
 DE9250| DE9251 45W 200                             347.056 METERS 26620     |
 DE9250|---------------------------------------------------------------------|
 DE9250
 DE9250                          SUPERSEDED SURVEY CONTROL
 DE9250
 DE9250  NAD 83(2001)-  36 03 38.77661(N)    079 50 19.18700(W) AD(       ) 1
 DE9250  ELLIP H (03/13/03)  235.918  (m)                       GP(       ) 4 2
 DE9250  NAD 83(1986)-  36 03 38.78264(N)    079 50 19.19478(W) AD(       ) 1
 DE9250
 DE9250.Superseded values are not recommended for survey control.
 DE9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9250.See file dsdata.txt to determine how the superseded data were derived.
 DE9250
 DE9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0459091313(NAD 83)
 DE9250_MARKER: DD = SURVEY DISK
 DE9250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9250_STAMPING: 45E.200 7/97
 DE9250_MARK LOGO: NC1940
 DE9250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9250+STABILITY: SURFACE MOTION
 DE9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9250+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9250
 DE9250  HISTORY     - Date     Condition        Report By
 DE9250  HISTORY     - 1997     MONUMENTED       NC1940
 DE9250
 DE9250                          STATION DESCRIPTION
 DE9250
 DE9250'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9250'STATION IS LOCATED IN GREENSBORO, ABOUT 0.8 MI (1.3 KM) WEST OF THE
 DE9250'COLISEUM AND 6.2 MI (10.0 KM) EAST/SOUTHEAST OF THE PIEDMONT TRIAD
 DE9250'INTERNATIONAL AIRPORT, ALONG OAKLAND AVENUE AT THE SOUTHEASTERN
 DE9250'FOUNDRIES CORPORATION.
 DE9250'PROCEED ALONG HOLDEN AVENUE FROM WENDOVER AVENUE FOR 0.4 MI (0.6 KM)
 DE9250'SOUTHEAST, THENCE EAST ALONG OAKLAND AVENUE FOR 0.2 MI (0.3 KM) TO
 DE9250'STATION ON LEFT/NORTH SIDE OF STREET, ON WEST SIDE OF A BARRICADED
 DE9250'DRIVEWAY ENTRANCE.
 DE9250'MARK IS 1-FOOT HIGHER THAN THE CENTERLINE OF OAKLAND AVENUE AND FLUSH
 DE9250'WITH THE GROUND. LOCATED 24.5 FT (7.5 M) NORTH OF THE CENTERLINE OF
 DE9250'OAKLAND AVENUE, 8.5 FT (2.6 M) NORTH OF CURB, 8.4 FT (2.6 M) WEST OF
 DE9250'HOLE IN A 18-INCH BY 40-INCH METAL UTILITY COVER, 33.5 FT (10.2 M)
 DE9250'WEST OF A DPCO POWER POLE, AND 26.35 FT (8.03 M) EAST OF A FIRE
 DE9250'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2994 ***********************************************************************
 AI2994  SACS        -  This is a Secondary Airport Control Station.
 AI2994  DESIGNATION -  45J A
 AI2994  PID         -  AI2994
 AI2994  STATE/COUNTY-  NC/RICHMOND
 AI2994  USGS QUAD   -  ROCKINGHAM (1982)
 AI2994
 AI2994                         *CURRENT SURVEY CONTROL
 AI2994  ___________________________________________________________________
 AI2994* NAD 83(2007)-  34 53 15.71354(N)    079 46 04.59660(W)     ADJUSTED  
 AI2994* NAVD 88     -       109.06   (meters)     357.8    (feet)  GPS OBS   
 AI2994  ___________________________________________________________________
 AI2994  EPOCH DATE  -        2002.00
 AI2994  X           -     930,387.704 (meters)                     COMP
 AI2994  Y           -  -5,154,329.410 (meters)                     COMP
 AI2994  Z           -   3,627,698.818 (meters)                     COMP
 AI2994  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AI2994  ELLIP HEIGHT-          77.773 (meters)          (02/10/07) ADJUSTED
 AI2994  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AI2994
 AI2994  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2994  Type    PID    Designation                      North   East  Ellip
 AI2994  -------------------------------------------------------------------
 AI2994  NETWORK AI2994 45J A                             0.39   0.33   1.33
 AI2994  -------------------------------------------------------------------
 AI2994
 AI2994.This mark is at Rockingham-Hamlet Airport (45J)
 AI2994
 AI2994.The horizontal coordinates were established by GPS observations
 AI2994.and adjusted by the National Geodetic Survey in February 2007.
 AI2994
 AI2994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2994.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2994.The horizontal coordinates are valid at the epoch date displayed above.
 AI2994.The epoch date for horizontal control is a decimal equivalence
 AI2994.of Year/Month/Day.
 AI2994
 AI2994.The orthometric height was determined by GPS observations and a
 AI2994.high-resolution geoid model.
 AI2994
 AI2994.GPS derived orthometric heights for airport stations designated as
 AI2994.PACS or SACS are published to 2 decimal places.  This maintains
 AI2994.centimeter relative accuracy between the PACS and SACS.  It does
 AI2994.not indicate centimeter accuracy relative to other marks which are
 AI2994.part of the NAVD 88 network.
 AI2994
 AI2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2994
 AI2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2994
 AI2994.The ellipsoidal height was determined by GPS observations
 AI2994.and is referenced to NAD 83.
 AI2994
 AI2994.The geoid height was determined by GEOID03.
 AI2994
 AI2994;                    North         East     Units Scale Factor Converg.
 AI2994;SPC NC       -   126,476.832   539,409.654   MT  0.99989266   -0 26 35.6
 AI2994;SPC NC       -   414,949.41  1,769,713.17   sFT  0.99989266   -0 26 35.6
 AI2994;UTM  17      - 3,861,281.752   612,583.607   MT  0.99975622   +0 42 17.2
 AI2994
 AI2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2994!SPC NC       -   0.99998779  x   0.99989266  =   0.99988045
 AI2994!UTM  17      -   0.99998779  x   0.99975622  =   0.99974402
 AI2994
 AI2994                          SUPERSEDED SURVEY CONTROL
 AI2994
 AI2994  NAD 83(2001)-  34 53 15.71338(N)    079 46 04.59654(W) AD(       ) 1
 AI2994  ELLIP H (02/10/03)   77.786  (m)                       GP(       ) 4 2
 AI2994  NAD 83(1995)-  34 53 15.71366(N)    079 46 04.59617(W) AD(       ) 1
 AI2994  ELLIP H (12/23/99)   77.772  (m)                       GP(       ) 4 2
 AI2994
 AI2994.Superseded values are not recommended for survey control.
 AI2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2994.See file dsdata.txt to determine how the superseded data were derived.
 AI2994
 AI2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1258461282(NAD 83)
 AI2994_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2994_STAMPING: 45J A 1997
 AI2994_MARK LOGO: NGS   
 AI2994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2994+STABILITY: SURFACE MOTION
 AI2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2994+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2007
 AI2994
 AI2994  HISTORY     - Date     Condition        Report By
 AI2994  HISTORY     - 1997     MONUMENTED       NCGS
 AI2994  HISTORY     - 20070514 GOOD             MAEC
 AI2994
 AI2994                          STATION DESCRIPTION
 AI2994
 AI2994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI2994'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF ROCKINGHAM AT THE
 AI2994'ROCKINGHAM-HAMLET AIRPORT.
 AI2994'ALONG US-1 FOR 0.45 MI (0.72 KM) FROM US-74, THENCE SOUTHEAST ALONG SR
 AI2994'1966-(CAROLINE ST/AIRPORT RD) FOR 2.6 MI (4.2 KM) TO AIRPORT ENTRANCE
 AI2994'ROAD, THENCE SOUTHWEST ALONG ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO
 AI2994'AIRPORT OFFICE, THENCE SOUTHWEST ACROSS MAIN RUNWAY FOR 0.7 MI (1.1
 AI2994'KM) TO END OF GRASS LANDING STRIP. AT APPROXIMATE CENTER OF SOUTHWEST
 AI2994'END.
 AI2994'MARK IS ABOUT 3-FEET HIGHER THAN THE END OF RUNWAY 4/22 AND FLUSH WITH
 AI2994'THE GROUND. LOCATED 18.6 FT (5.7 M) SOUTHWEST OF THE CENTERLINE OF
 AI2994'SOUTHWEST END OF RUNWAY 4/22, 252.2 FT (76.9 M) NORTHWEST OF THE
 AI2994'CENTER TOP OF CONCRETE SPILLWAY AT SOUTH CORNER OF RUNWAY, 247.5 FT
 AI2994'(75.4 M) SOUTHEAST OF THE CENTER TOP OF CONCRETE SPILLWAY AT WEST
 AI2994'CORNER OF RUNWAY, 107.6 FT (32.8 M) EAST OF A FENCE POST, AND 35.1 FT
 AI2994'(10.7 M) NORTHEAST OF A 4-INCH PINE BOTH WITH REFERENCE TAGS
 AI2994'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI2994
 AI2994                          STATION RECOVERY (2007)
 AI2994
 AI2994'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SM)
 AI2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9251 ***********************************************************************
 DE9251  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9251  DESIGNATION -  45W 200
 DE9251  PID         -  DE9251
 DE9251  STATE/COUNTY-  NC/GUILFORD
 DE9251  USGS QUAD   -  GREENSBORO (1994)
 DE9251
 DE9251                         *CURRENT SURVEY CONTROL
 DE9251  ___________________________________________________________________
 DE9251* NAD 83(2007)-  36 03 38.05511(N)    079 50 33.02650(W)     ADJUSTED  
 DE9251* NAVD 88     -       265.17   (meters)     870.0    (feet)  GPS OBS   
 DE9251  ___________________________________________________________________
 DE9251  EPOCH DATE  -        2002.00
 DE9251  X           -     910,383.451 (meters)                     COMP
 DE9251  Y           -  -5,081,325.583 (meters)                     COMP
 DE9251  Z           -   3,733,764.771 (meters)                     COMP
 DE9251  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 DE9251  ELLIP HEIGHT-         234.181 (meters)          (02/10/07) ADJUSTED
 DE9251  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DE9251
 DE9251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9251  Type    PID    Designation                      North   East  Ellip
 DE9251  -------------------------------------------------------------------
 DE9251  NETWORK DE9251 45W 200                           0.69   0.57   1.02
 DE9251  -------------------------------------------------------------------
 DE9251
 DE9251.The horizontal coordinates were established by GPS observations
 DE9251.and adjusted by the National Geodetic Survey in February 2007.
 DE9251
 DE9251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9251.The horizontal coordinates are valid at the epoch date displayed above.
 DE9251.The epoch date for horizontal control is a decimal equivalence
 DE9251.of Year/Month/Day.
 DE9251
 DE9251.The orthometric height was determined by GPS observations and a
 DE9251.high-resolution geoid model.
 DE9251.The orthometric height was determined by GPS observations and a
 DE9251.high-resolution geoid model using precise GPS observation and
 DE9251.processing techniques.
 DE9251
 DE9251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9251
 DE9251.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9251
 DE9251.The ellipsoidal height was determined by GPS observations
 DE9251.and is referenced to NAD 83.
 DE9251
 DE9251.The geoid height was determined by GEOID03.
 DE9251
 DE9251;                    North         East     Units Scale Factor Converg.
 DE9251;SPC NC       -   256,643.488   533,698.809   MT  0.99997212   -0 29 10.6
 DE9251;SPC NC       -   842,004.51  1,750,976.84   sFT  0.99997212   -0 29 10.6
 DE9251;UTM  17      - 3,991,286.554   604,244.423   MT  0.99973390   +0 40 53.1
 DE9251
 DE9251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9251!SPC NC       -   0.99996325  x   0.99997212  =   0.99993537
 DE9251!UTM  17      -   0.99996325  x   0.99973390  =   0.99969716
 DE9251
 DE9251|---------------------------------------------------------------------|
 DE9251| PID    Reference Object                     Distance      Geod. Az  |
 DE9251|                                                           dddmmss.s |
 DE9251| DE9250 45E 200                             347.056 METERS 08620     |
 DE9251|---------------------------------------------------------------------|
 DE9251
 DE9251                          SUPERSEDED SURVEY CONTROL
 DE9251
 DE9251  NAD 83(2001)-  36 03 38.05543(N)    079 50 33.02622(W) AD(       ) 1
 DE9251  ELLIP H (03/13/03)  234.180  (m)                       GP(       ) 4 2
 DE9251  NAD 83(1986)-  36 03 38.06146(N)    079 50 33.03396(W) AD(       ) 1
 DE9251
 DE9251.Superseded values are not recommended for survey control.
 DE9251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9251.See file dsdata.txt to determine how the superseded data were derived.
 DE9251
 DE9251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0424491287(NAD 83)
 DE9251_MARKER: DD = SURVEY DISK
 DE9251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9251_STAMPING: 45W.200 7/97
 DE9251_MARK LOGO: NC1940
 DE9251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9251+STABILITY: SURFACE MOTION
 DE9251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9251+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9251
 DE9251  HISTORY     - Date     Condition        Report By
 DE9251  HISTORY     - 1997     MONUMENTED       NC1940
 DE9251
 DE9251                          STATION DESCRIPTION
 DE9251
 DE9251'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9251'STATION IS LOCATED IN GREENSBORO, ABOUT 1.0 MI (1.6 KM) WEST OF THE
 DE9251'COLISEUM AND 6.0 MI (9.7 KM) EAST/SOUTHEAST OF THE PIEDMONT TRIAD
 DE9251'INTERNATIONAL AIRPORT, AT THE INTERSECTION OF HOLDEN ROAD AND OAKLAND
 DE9251'AVENUE.
 DE9251'ALONG HOLDEN AVENUE FROM WENDOVER AVENUE FOR 0.4 MI (0.6 KM) SOUTHEAST
 DE9251'TO OAKLAND AVENUE AND STATION APPROXIMATELY 200-FEET SOUTHEAST OF
 DE9251'INTERSECTION, IN GRASS BETWEEN OAKLAND AVENUE AND PARKING LOT OF THE
 DE9251'CORNER POCKET SPORTS BAR.
 DE9251'MARK IS LEVEL WITH THE CENTERLINE OF OAKLAND AVENUE AND RECESSED 2
 DE9251'INCHES BELOW GROUND. LOCATED 20.7 FT (6.3 M) SOUTH-SOUTHWEST OF THE
 DE9251'CENTERLINE OF OAKLAND AVENUE, 3.5 FT (1.1 M) NORTH-NORTHEAST OF THE
 DE9251'EDGE OF THE PAVEMENT OF PARKING LOT, 16.9 FT (5.2 M) WEST-NORTHWEST OF
 DE9251'A DPCO POWER POLE, 25.0 FT (7.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DE9251'NORTHWEST DRIVEWAY LEADING TO SPORTS BAR, 49.6 FT (15.1 M) NORTH OF
 DE9251'THE NORTHWEST CORNER OF SPORTS BAR BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0487 ***********************************************************************
 EY0487  DESIGNATION -  46
 EY0487  PID         -  EY0487
 EY0487  STATE/COUNTY-  NC/EDGECOMBE
 EY0487  USGS QUAD   -  CONETOE (1981)
 EY0487
 EY0487                         *CURRENT SURVEY CONTROL
 EY0487  ___________________________________________________________________
 EY0487* NAD 83(1986)-  35 50 56.     (N)    077 29 30.     (W)     SCALED    
 EY0487* NAVD 88     -        13.742  (meters)      45.09   (feet)  POSTED    
 EY0487  ___________________________________________________________________
 EY0487  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EY0487  DYNAMIC HT  -          13.730 (meters)      45.05  (feet)  COMP
 EY0487  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 EY0487
 EY0487  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EY0487
 EY0487.The horizontal coordinates were scaled from a topographic map and have
 EY0487.an estimated accuracy of +/- 6 seconds.
 EY0487
 EY0487.The orthometric height was determined by differential leveling
 EY0487.and adjusted by the  in 1992.
 EY0487.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EY0487.rate of 2.1 thru 3.0 mm/km.
 EY0487
 EY0487.The geoid height was determined by GEOID03.
 EY0487
 EY0487.The dynamic height is computed by dividing the NAVD 88
 EY0487.geopotential number by the normal gravity value computed on the
 EY0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0487.degrees latitude (g = 980.6199 gals.).
 EY0487
 EY0487.The modeled gravity was interpolated from observed gravity values.
 EY0487
 EY0487;                    North         East    Units  Estimated Accuracy
 EY0487;SPC NC       -   233,870.      745,840.      MT  (+/- 180 meters Scaled)
 EY0487
 EY0487                          SUPERSEDED SURVEY CONTROL
 EY0487
 EY0487  NGVD 29 (??/??/92)   14.072  (m)           46.17   (f) ADJ UNCH    2 0
 EY0487
 EY0487.Superseded values are not recommended for survey control.
 EY0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0487.See file dsdata.txt to determine how the superseded data were derived.
 EY0487
 EY0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE749700(NAD 83)
 EY0487_MARKER: P = PIPE CAP
 EY0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0487_STAMPING: 46.138 RALEIGH
 EY0487_MARK LOGO: USGS  
 EY0487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0487
 EY0487  HISTORY     - Date     Condition        Report By
 EY0487  HISTORY     - UNK      MONUMENTED       USGS
 EY0487  HISTORY     - 1943     GOOD             NGS
 EY0487  HISTORY     - 20040629 SEE DESCRIPTION  NCGS
 EY0487
 EY0487                          STATION DESCRIPTION
 EY0487
 EY0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EY0487'AT MILDRED.
 EY0487'AT MILDRED, EDGECOMBE COUNTY, 200 FEET WEST OF THE WEST END OF
 EY0487'THE ATLANTIC COAST LINE RAILROAD STATION, NEAR A DIRT-ROAD
 EY0487'CROSSING, 110 FEET WEST OF THE CENTERLINE OF THE ROAD, 150 FEET
 EY0487'SOUTHWEST OF THE TRACK, AND 2 FEET NORTHEAST OF THE NORTHEAST
 EY0487'CORNER OF A FRAME HOUSE.  A UNITED STATES GEOLOGICAL SURVEY
 EY0487'STANDARD CAP, STAMPED 46.138 RALEIGH AND RIVETED ON THE TOP OF
 EY0487'A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 EY0487
 EY0487                          STATION RECOVERY (2004)
 EY0487
 EY0487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 EY0487'NOT FOUND PROBABLY LOST. PROPERTY OWNER STATED THAT THE HOUSE WAS TORN
 EY0487'DOWN AND STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8787 ***********************************************************************
 AE8787  DESIGNATION -  46 CMP
 AE8787  PID         -  AE8787
 AE8787  STATE/COUNTY-  NC/PAMLICO
 AE8787  USGS QUAD   -  BAYBORO (1983)
 AE8787
 AE8787                         *CURRENT SURVEY CONTROL
 AE8787  ___________________________________________________________________
 AE8787* NAD 83(1986)-  35 10 12.     (N)    076 50 52.     (W)     SCALED    
 AE8787* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 AE8787  ___________________________________________________________________
 AE8787  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 AE8787  VERT ORDER  -  THIRD (See Below)
 AE8787
 AE8787.The horizontal coordinates were scaled from a topographic map and have
 AE8787.an estimated accuracy of +/- 6 seconds.
 AE8787
 AE8787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8787.The vertical order pertains to the NGVD 29 superseded value.
 AE8787
 AE8787.The geoid height was determined by GEOID03.
 AE8787
 AE8787;                    North         East    Units  Estimated Accuracy
 AE8787;SPC NC       -   159,650.      805,630.      MT  (+/- 180 meters Scaled)
 AE8787
 AE8787                          SUPERSEDED SURVEY CONTROL
 AE8787
 AE8787  NGVD 29 (04/21/98)   13.74   (m)           45.1    (f) LEVELING    3  
 AE8787
 AE8787.Superseded values are not recommended for survey control.
 AE8787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8787.See file dsdata.txt to determine how the superseded data were derived.
 AE8787
 AE8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD317934(NAD 83)
 AE8787_MARKER: DB = BENCH MARK DISK
 AE8787_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8787_STAMPING: 46 CMP 1964 45
 AE8787_MARK LOGO: USGS  
 AE8787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8787
 AE8787  HISTORY     - Date     Condition        Report By
 AE8787  HISTORY     - 1964     MONUMENTED       USGS
 AE8787  HISTORY     - 19880731 SEE DESCRIPTION  NCGS
 AE8787
 AE8787                          STATION DESCRIPTION
 AE8787
 AE8787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE8787'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF GRANTSBORO AND 4.6
 AE8787'MI (7.4 KM) WEST-NORTHWEST OF BAYBORO.$ALONG NC 306 FOR 2.0 MI (3.2
 AE8787'KM) NORTH FROM NC 55, AT SR 1200, IN THE SOUTHEAST QUADRANT.$MARK
 AE8787'PROJECTS 4 INCHES ABOVE GROUND. LOCATED 27.0 FT (8.2 M) EAST OF THE
 AE8787'CENTERLINE OF NC 306, AND 21.0 FT (6.4 M) SOUTH OF SR
 AE8787'1200.$NOTE--RECOVERY BY WLL OF NCGS ON 7/31/1996 REPORTS MARK
 AE8787'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0622 ***********************************************************************
 FX0622  DESIGNATION -  46 ECCS
 FX0622  PID         -  FX0622
 FX0622  STATE/COUNTY-  NC/PASQUOTANK
 FX0622  USGS QUAD   -  ELIZABETH CITY (1982)
 FX0622
 FX0622                         *CURRENT SURVEY CONTROL
 FX0622  ___________________________________________________________________
 FX0622* NAD 83(1986)-  36 17 58.     (N)    076 14 35.     (W)     SCALED    
 FX0622* NAVD 88     -         1.953  (meters)       6.41   (feet)  ADJUSTED  
 FX0622  ___________________________________________________________________
 FX0622  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 FX0622  DYNAMIC HT  -           1.952 (meters)       6.40  (feet)  COMP
 FX0622  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 FX0622
 FX0622  VERT ORDER  -  FIRST     CLASS I
 FX0622
 FX0622.The horizontal coordinates were scaled from a topographic map and have
 FX0622.an estimated accuracy of +/- 6 seconds.
 FX0622
 FX0622.The orthometric height was determined by differential leveling
 FX0622.and adjusted in June 1991.
 FX0622
 FX0622.The geoid height was determined by GEOID03.
 FX0622
 FX0622.The dynamic height is computed by dividing the NAVD 88
 FX0622.geopotential number by the normal gravity value computed on the
 FX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0622.degrees latitude (g = 980.6199 gals.).
 FX0622
 FX0622.The modeled gravity was interpolated from observed gravity values.
 FX0622
 FX0622;                    North         East    Units  Estimated Accuracy
 FX0622;SPC NC       -   286,270.      857,210.      MT  (+/- 180 meters Scaled)
 FX0622
 FX0622                          SUPERSEDED SURVEY CONTROL
 FX0622
 FX0622.No superseded survey control is available for this station.
 FX0622
 FX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF883178(NAD 83)
 FX0622_MARKER: DD = SURVEY DISK
 FX0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0622_STAMPING: 46 1953
 FX0622_PROJECTION: RECESSED 8 CENTIMETERS
 FX0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0622+STABILITY: SURFACE MOTION
 FX0622
 FX0622  HISTORY     - Date     Condition        Report By
 FX0622  HISTORY     - 1953     MONUMENTED       NC1460
 FX0622  HISTORY     - 1963     GOOD             NGS
 FX0622  HISTORY     - 1979     GOOD             NCGS
 FX0622
 FX0622                          STATION DESCRIPTION
 FX0622
 FX0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0622'AT ELIZABETH CITY.
 FX0622'AT ELIZABETH CITY, IN THE SOUTHEAST QUARTER OF THE INTERSECTION
 FX0622'OF U.S. HIGHWAY 17 AND WEST CHURCH STREET, 36 FEET SOUTHEAST
 FX0622'OF CENTER OF INTERSECTION, 19.5 FEET SOUTH OF CENTER LINE OF
 FX0622'STREET, 3 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET WEST
 FX0622'OF ELIZABETH S. BASE AZIMUTH MARK, AND SET IN THE TOP OF A
 FX0622'CONCRETE POST 3 INCHES BELOW SURFACE OF GROUND ACCESS WHICH
 FX0622'IS HAD THROUGH A 8-INCH IRON PLATE.
 FX0622
 FX0622                          STATION RECOVERY (1979)
 FX0622
 FX0622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX0622'0.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION WITH
 FX0622'U.S. HIGHWAY 158 AT ELIZABETH CITY, AT THE SOUTH CORNER OF WEST
 FX0622'CHURCH STREET, 36 FEET SOUTHEAST OF CENTER OF INTERSECTION, 19.5
 FX0622'FEET SOUTH OF CENTERLINE OF CHURCH STREET, 4 FEET WEST OF BM
 FX0622'ELIZABETH S BASE AZIMUTH, 3.5 FEET NORTHWEST OF TELEPHONE POLE
 FX0622'WITH METER. ACCESS IS HAD THROUGH AN 8 INCH IRON COVER.
 FX0622'A CITY OF ELIZABETH CONTROL SURVEY DISK.
 FX0622'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9347 ***********************************************************************
 AF9347  DESIGNATION -  46 HBC
 AF9347  PID         -  AF9347
 AF9347  STATE/COUNTY-  NC/STOKES
 AF9347  USGS QUAD   -  CLAUDVILLE (1977)
 AF9347
 AF9347                         *CURRENT SURVEY CONTROL
 AF9347  ___________________________________________________________________
 AF9347* NAD 83(1986)-  36 31 06.     (N)    080 23 21.     (W)     SCALED    
 AF9347* NAVD 88     -       391.52   (+/-2cm)    1284.5    (feet)  VERTCON   
 AF9347  ___________________________________________________________________
 AF9347  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AF9347  VERT ORDER  -  THIRD (See Below)
 AF9347
 AF9347.The horizontal coordinates were scaled from a topographic map and have
 AF9347.an estimated accuracy of +/- 6 seconds.
 AF9347
 AF9347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9347.The vertical order pertains to the NGVD 29 superseded value.
 AF9347
 AF9347.The geoid height was determined by GEOID03.
 AF9347
 AF9347;                    North         East    Units  Estimated Accuracy
 AF9347;SPC NC       -   307,990.      485,160.      MT  (+/- 180 meters Scaled)
 AF9347
 AF9347                          SUPERSEDED SURVEY CONTROL
 AF9347
 AF9347  NGVD 29 (07/20/98)  391.69   (m)         1285.1    (f) LEVELING    3  
 AF9347
 AF9347.Superseded values are not recommended for survey control.
 AF9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9347.See file dsdata.txt to determine how the superseded data were derived.
 AF9347
 AF9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA546416(NAD 83)
 AF9347_MARKER: DB = BENCH MARK DISK
 AF9347_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9347_STAMPING: 46 HBC 1967 1285
 AF9347_MARK LOGO: USGS  
 AF9347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9347+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AF9347
 AF9347  HISTORY     - Date     Condition        Report By
 AF9347  HISTORY     - 1967     MONUMENTED       USGS
 AF9347  HISTORY     - 19970107 GOOD             NCGS
 AF9347
 AF9347                          STATION DESCRIPTION
 AF9347
 AF9347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AF9347'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF FRANCISCO AND 13.0 MI
 AF9347'(20.9 KM) NORTH OF PINNACLE. PROCEED ALONG NC 89 FOR 3.3 MI (5.3 KM)
 AF9347'WEST FROM NC 704, THENCE NORTHWEST FOR 0.7 MI (1.1 KM) ALONG SR 1413
 AF9347'(ASBURY ROAD) T0 SR 1432 (COLLINGSTOWN ROAD) AND THE STATION
 AF9347'NORTHEAST. MARK PROJECTS 2 INCHES ABOVE GROUND AND IS 3-FEET HIGHER
 AF9347'THAN SR 1432. LOCATED 32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF SR
 AF9347'1432, 95.4 FT (29.1 M) NORTHEAST OF THE NORTHEAST END OF A GRASS
 AF9347'TRAFFIC ISLAND, 153.0 FT (46.6 M) NORTHEAST OF THE CENTERLINE
 AF9347'INTERSECTION OF SR 1432 AND SR 1413 (ASBURY ROAD)--AND 95.8 FT (29.2
 AF9347'M) WEST-SOUTHWEST OF A POWER POLE, 5.3 FT (1.6 M) SOUTHWEST OF A
 AF9347'12-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4513 ***********************************************************************
 AE4513  DESIGNATION -  46 JAS
 AE4513  PID         -  AE4513
 AE4513  STATE/COUNTY-  NC/ROWAN
 AE4513  USGS QUAD   -  ENOCHVILLE (1993)
 AE4513
 AE4513                         *CURRENT SURVEY CONTROL
 AE4513  ___________________________________________________________________
 AE4513* NAD 83(2007)-  35 32 52.08230(N)    080 42 02.08339(W)     ADJUSTED  
 AE4513* NAVD 88     -       268.6    (meters)     881.     (feet)  GPS OBS   
 AE4513  ___________________________________________________________________
 AE4513  EPOCH DATE  -        2002.00
 AE4513  X           -     839,564.555 (meters)                     COMP
 AE4513  Y           -  -5,127,239.890 (meters)                     COMP
 AE4513  Z           -   3,687,622.386 (meters)                     COMP
 AE4513  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AE4513  ELLIP HEIGHT-         237.433 (meters)          (02/10/07) ADJUSTED
 AE4513  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AE4513
 AE4513  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4513  Type    PID    Designation                      North   East  Ellip
 AE4513  -------------------------------------------------------------------
 AE4513  NETWORK AE4513 46 JAS                            0.73   0.55   1.06
 AE4513  -------------------------------------------------------------------
 AE4513
 AE4513.The horizontal coordinates were established by GPS observations
 AE4513.and adjusted by the National Geodetic Survey in February 2007.
 AE4513
 AE4513.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4513.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4513.The horizontal coordinates are valid at the epoch date displayed above.
 AE4513.The epoch date for horizontal control is a decimal equivalence
 AE4513.of Year/Month/Day.
 AE4513
 AE4513.The orthometric height was determined by GPS observations and a
 AE4513.high-resolution geoid model.
 AE4513
 AE4513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4513
 AE4513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4513
 AE4513.The ellipsoidal height was determined by GPS observations
 AE4513.and is referenced to NAD 83.
 AE4513
 AE4513.The geoid height was determined by GEOID03.
 AE4513
 AE4513;                    North         East     Units Scale Factor Converg.
 AE4513;SPC NC       -   200,751.811   455,425.347   MT  0.99988590   -0 58 53.5
 AE4513;SPC NC       -   658,633.23  1,494,174.66   sFT  0.99988590   -0 58 53.5
 AE4513;UTM  17      - 3,933,836.054   527,139.387   MT  0.99960908   +0 10 26.7
 AE4513
 AE4513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4513!SPC NC       -   0.99996273  x   0.99988590  =   0.99984864
 AE4513!UTM  17      -   0.99996273  x   0.99960908  =   0.99957183
 AE4513
 AE4513                          SUPERSEDED SURVEY CONTROL
 AE4513
 AE4513  NAD 83(2001)-  35 32 52.08261(N)    080 42 02.08343(W) AD(       ) 1
 AE4513  ELLIP H (03/13/03)  237.433  (m)                       GP(       ) 4 2
 AE4513  NAD 83(1986)-  35 32 52.09539(N)    080 42 02.09106(W) AD(       ) 1
 AE4513  NGVD 29 (11/20/97)  268.82   (m)          882.0    (f) LEVELING    3  
 AE4513
 AE4513.Superseded values are not recommended for survey control.
 AE4513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4513.See file dsdata.txt to determine how the superseded data were derived.
 AE4513
 AE4513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2713933836(NAD 83)
 AE4513_MARKER: DB = BENCH MARK DISK
 AE4513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4513_STAMPING: 46 JAS 1966 882
 AE4513_MARK LOGO: USGS  
 AE4513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4513+STABILITY: SURFACE MOTION
 AE4513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4513+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 AE4513
 AE4513  HISTORY     - Date     Condition        Report By
 AE4513  HISTORY     - 1966     MONUMENTED       USGS
 AE4513  HISTORY     - 19900307 GOOD             NCGS
 AE4513
 AE4513                          STATION DESCRIPTION
 AE4513
 AE4513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4513'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTHWEST OF ENOCHVILLE AND
 AE4513'6.7 MI (10.8 KM) EAST-SOUTHEAST OF MOORESVILLE. PROCEED ALONG NC 152
 AE4513'FOR 1.65 MI (2.66 KM) WEST FROM NC 153, THENCE SOUTHWEST FOR 2.1 MI
 AE4513'(3.4 KM) ALONG SR 1353 (DEAL ROAD) TO STATION, ON THE NORTHEAST SIDE
 AE4513'OF THE T-INTERSECTION WITH SR 1359 (WRIGHT ROAD). MARK IS ABOUT 1 FOOT
 AE4513'LOWER THAN THE ROAD AND FLUSH WITH GROUND. LOCATED 24.9 FT (7.6 M)
 AE4513'SOUTH-SOUTHEAST OF THE CENTERLINE OF DEAL ROAD, 98.4 FT (30.0 M) EAST
 AE4513'OF THE CENTERLINE INTERSECTION OF SR 1359 AND SR 1353, 58.1 FT (17.7
 AE4513'M) SOUTHWEST OF THE SOUTH END OF A CULVERT UNDER DEAL ROAD, 72.34 FT
 AE4513'(22.05 M) NORTHEAST OF PEDESTAL NO. 5 E 26, AND 1.15 FT (0.35 M)
 AE4513'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6038 ***********************************************************************
 AH6038  DESIGNATION -  46 JS 10
 AH6038  PID         -  AH6038
 AH6038  STATE/COUNTY-  NC/GUILFORD
 AH6038  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6038
 AH6038                         *CURRENT SURVEY CONTROL
 AH6038  ___________________________________________________________________
 AH6038* NAD 83(2001)-  35 57 44.52763(N)    079 53 53.11156(W)     ADJUSTED  
 AH6038* NAVD 88     -       246.59   (meters)     809.0    (feet)  LEVELING  
 AH6038  ___________________________________________________________________
 AH6038  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 AH6038  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AH6038  HORZ ORDER  -  SECOND
 AH6038  VERT ORDER  -  THIRD ?
 AH6038
 AH6038.The horizontal coordinates were established by classical geodetic methods
 AH6038.and adjusted by the National Geodetic Survey in August 2005.
 AH6038
 AH6038.The orthometric height was determined by differential leveling.
 AH6038.The vertical network tie was performed by a horz. field party for horz.
 AH6038.obs reductions. Reset procedures were used to establish the elevation.
 AH6038
 AH6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6038
 AH6038.The geoid height was determined by GEOID03.
 AH6038
 AH6038;                    North         East     Units Scale Factor Converg.
 AH6038;SPC NC       -   245,791.837   528,593.178   MT  0.99994938   -0 31 06.1
 AH6038;SPC NC       -   806,402.05  1,734,226.12   sFT  0.99994938   -0 31 06.1
 AH6038;UTM  17      - 3,980,335.755   599,361.919   MT  0.99972165   +0 38 49.8
 AH6038
 AH6038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6038!SPC NC       -   0.99996614  x   0.99994938  =   0.99991552
 AH6038!UTM  17      -   0.99996614  x   0.99972165  =   0.99968780
 AH6038
 AH6038                          SUPERSEDED SURVEY CONTROL
 AH6038
 AH6038  NAD 83(1986)-  35 57 44.53350(N)    079 53 53.11820(W) AD(       ) 2
 AH6038
 AH6038.Superseded values are not recommended for survey control.
 AH6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6038.See file dsdata.txt to determine how the superseded data were derived.
 AH6038
 AH6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9936280336(NAD 83)
 AH6038_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6038_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6038_STAMPING: 46 JS 10 1965
 AH6038_MARK LOGO: NCGS  
 AH6038_PROJECTION: FLUSH
 AH6038_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH6038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6038+STABILITY: SURFACE MOTION
 AH6038
 AH6038  HISTORY     - Date     Condition        Report By
 AH6038  HISTORY     - UNK      MONUMENTED
 AH6038  HISTORY     - 19880101 GOOD             NCGS
 AH6038  HISTORY     - 19940303 GOOD             NCGS
 AH6038
 AH6038                          STATION DESCRIPTION
 AH6038
 AH6038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AH6038'STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. STATION
 AH6038'IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF JAMESTOWN, AND 5.1 MI
 AH6038'(8.2 KM) NORTHEAST OF ARCHDALE. ALONG SR 1140 FOR 1.4 MI (2.3 KM)
 AH6038'SOUTH FROM US 70 AND US 29, TO VICKERY METHODIST CHURCH AND SR 1113,
 AH6038'IN THE SOUTHWEST CORNER OF CHURCH YARD. MARK IS LEVEL WITH ROAD AND
 AH6038'FLUSH WITH GROUND. LOCATED 34.5 FT (10.5 M) NORTH OF THE CENTERLINE OF
 AH6038'SR 1113 (KIVETT DR), 35.0 FT (10.7 M) WEST OF CENTERLINE OF SR 1480
 AH6038'(VICKERY CHAPEL RD), 106.3 FT (32.4 M) NORTH-NORTHWEST OF SOUTHEAST
 AH6038'CORNER OF CHURCH, 37.0 FT (11.3 M) NORTHWEST OF SOUTH END OF BRICK
 AH6038'CHURCH SIGN, AND 3.7 FT (1.1 M) SOUTH OF POWER POLE (81) WITH
 AH6038'REFERENCE TAG.
 AH6038
 AH6038                          STATION RECOVERY (1994)
 AH6038
 AH6038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH6038'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2262 ***********************************************************************
 EZ2262  DESIGNATION -  46 JS 4
 EZ2262  PID         -  EZ2262
 EZ2262  STATE/COUNTY-  NC/RANDOLPH
 EZ2262  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ2262
 EZ2262                         *CURRENT SURVEY CONTROL
 EZ2262  ___________________________________________________________________
 EZ2262* NAD 83(1986)-  35 53 41.     (N)    079 58 44.     (W)     SCALED    
 EZ2262* NAVD 88     -       259.524  (meters)     851.46   (feet)  ADJUSTED  
 EZ2262  ___________________________________________________________________
 EZ2262  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 EZ2262  DYNAMIC HT  -         259.302 (meters)     850.73  (feet)  COMP
 EZ2262  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 EZ2262
 EZ2262  VERT ORDER  -  SECOND    CLASS I
 EZ2262
 EZ2262.The horizontal coordinates were scaled from a topographic map and have
 EZ2262.an estimated accuracy of +/- 6 seconds.
 EZ2262
 EZ2262.The orthometric height was determined by differential leveling
 EZ2262.and adjusted in June 1991.
 EZ2262
 EZ2262.The geoid height was determined by GEOID03.
 EZ2262
 EZ2262.The dynamic height is computed by dividing the NAVD 88
 EZ2262.geopotential number by the normal gravity value computed on the
 EZ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2262.degrees latitude (g = 980.6199 gals.).
 EZ2262
 EZ2262.The modeled gravity was interpolated from observed gravity values.
 EZ2262
 EZ2262;                    North         East    Units  Estimated Accuracy
 EZ2262;SPC NC       -   238,360.      521,230.      MT  (+/- 180 meters Scaled)
 EZ2262
 EZ2262                          SUPERSEDED SURVEY CONTROL
 EZ2262
 EZ2262  NGVD 29 (??/??/92)  259.737  (m)          852.15   (f) ADJ UNCH    2 1
 EZ2262
 EZ2262.Superseded values are not recommended for survey control.
 EZ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2262.See file dsdata.txt to determine how the superseded data were derived.
 EZ2262
 EZ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV921727(NAD 83)
 EZ2262_MARKER: DE = TRAVERSE STATION DISK
 EZ2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2262_STAMPING: 46 JS 4 1965
 EZ2262_PROJECTION: FLUSH
 EZ2262_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2262
 EZ2262  HISTORY     - Date     Condition        Report By
 EZ2262  HISTORY     - 1965     MONUMENTED       NCGS
 EZ2262  HISTORY     - 1975     GOOD             NCGS
 EZ2262  HISTORY     - 19871001 SEE DESCRIPTION  NCGS
 EZ2262
 EZ2262                          STATION DESCRIPTION
 EZ2262
 EZ2262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2262'0.6 MI E FROM TRINITY.
 EZ2262'TO REACH STATION FROM INTERSECTION OF NC 62 AND SR 1603 AT THE TRINITY
 EZ2262'SCHOOL, PROCEED EAST ALONG SR 1603 FOR 0.65 MILE TO INTERSECTION WITH
 EZ2262'SR 1004 AND STATION ON NORTHEAST SIDE OF THE Y INTERSECTION. 27.2 FT.
 EZ2262'NE OF C/L OF SR 1004, 17.6 FT. SW OF C/L OF RR, 22.3 FT. S OF N AND C
 EZ2262'IN END OF A CROSSTIE, AND 20.0 FT. W OF N AND C IN END OF A CROSSTIE.
 EZ2262'DISK IS SET IN TOP OF A CONCRETE POST 4 INCHES ABOVE THE SURFACE OF
 EZ2262'THE GROUND.
 EZ2262
 EZ2262                          STATION RECOVERY (1987)
 EZ2262
 EZ2262'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 EZ2262'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6039 ***********************************************************************
 AH6039  DESIGNATION -  46 JS 5
 AH6039  PID         -  AH6039
 AH6039  STATE/COUNTY-  NC/RANDOLPH
 AH6039  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6039
 AH6039                         *CURRENT SURVEY CONTROL
 AH6039  ___________________________________________________________________
 AH6039* NAD 83(2001)-  35 54 07.55307(N)    079 57 25.34977(W)     ADJUSTED  
 AH6039* NAVD 88     -       250.74   (meters)     822.6    (feet)  LEVELING  
 AH6039  ___________________________________________________________________
 AH6039  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 AH6039  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AH6039  HORZ ORDER  -  SECOND
 AH6039  VERT ORDER  -  THIRD ?
 AH6039
 AH6039.The horizontal coordinates were established by classical geodetic methods
 AH6039.and adjusted by the National Geodetic Survey in August 2005.
 AH6039
 AH6039.The orthometric height was determined by differential leveling.
 AH6039.The vertical network tie was performed by a horz. field party for horz.
 AH6039.obs reductions. Reset procedures were used to establish the elevation.
 AH6039
 AH6039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6039
 AH6039.The geoid height was determined by GEOID03.
 AH6039
 AH6039;                    North         East     Units Scale Factor Converg.
 AH6039;SPC NC       -   239,154.715   523,211.082   MT  0.99993689   -0 33 08.6
 AH6039;SPC NC       -   784,626.76  1,716,568.36   sFT  0.99993689   -0 33 08.6
 AH6039;UTM  17      - 3,973,592.137   594,117.044   MT  0.99970915   +0 36 41.9
 AH6039
 AH6039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6039!SPC NC       -   0.99996548  x   0.99993689  =   0.99990237
 AH6039!UTM  17      -   0.99996548  x   0.99970915  =   0.99967464
 AH6039
 AH6039                          SUPERSEDED SURVEY CONTROL
 AH6039
 AH6039  NAD 83(1986)-  35 54 07.55771(N)    079 57 25.35776(W) AD(       ) 2
 AH6039
 AH6039.Superseded values are not recommended for survey control.
 AH6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6039.See file dsdata.txt to determine how the superseded data were derived.
 AH6039
 AH6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9411773592(NAD 83)
 AH6039_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6039_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6039_STAMPING: 46 JS 5 1965
 AH6039_MARK LOGO: NCSHC 
 AH6039_PROJECTION: FLUSH
 AH6039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6039+STABILITY: SURFACE MOTION
 AH6039
 AH6039  HISTORY     - Date     Condition        Report By
 AH6039  HISTORY     - 1965     MONUMENTED       NCSHC
 AH6039  HISTORY     - 19870101 GOOD             NCGS
 AH6039  HISTORY     - 19940228 GOOD             NCGS
 AH6039
 AH6039                          STATION DESCRIPTION
 AH6039
 AH6039'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6039'STATION IS LOCATED IN ARCHDALE. ALONG US 311 FOR 0.2 MI (0.3 KM)
 AH6039'NORTHWEST FROM THE I-85 UNDERPASS, THENCE ALONG BALFOUR DRIVE FOR 0.3
 AH6039'MI (0.5 KM) , IN THE NORTHEAST CORNER OF PARKING LOT FOR--LIBERTY LIFE
 AH6039'INSURANCE--BUILDING. MARK IS LEVEL WITH ROAD AND PROJECTS 1 INCH ABOVE
 AH6039'GROUND. LOCATED 32.7 FT (10.0 M) NORTHWEST OF THE CENTERLINE OF
 AH6039'BALFOUR DRIVE, 69.5 FT (21.2 M) NORTH OF THE NORTHEAST CORNER OF
 AH6039'BUILDING, AND 1.6 FT (0.5 M) NORTHWEST OF POWER POLE WITH A REFERENCE
 AH6039'TAG. STATION HAS BEEN HIT AND CONCRETE IS CHIPPED ON ONE SIDE, BUT IN
 AH6039'GOOD CONDITION. WATER TANK USED FOR AZIMUTH HAS BEEN DESTROYED.
 AH6039
 AH6039                          STATION RECOVERY (1994)
 AH6039
 AH6039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH6039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8668 ***********************************************************************
 DF8668  DESIGNATION -  46 MEA
 DF8668  PID         -  DF8668
 DF8668  STATE/COUNTY-  NC/PERQUIMANS
 DF8668  USGS QUAD   -  HERTFORD (1982)
 DF8668
 DF8668                         *CURRENT SURVEY CONTROL
 DF8668  ___________________________________________________________________
 DF8668* NAD 83(2007)-  36 08 55.27355(N)    076 25 12.26744(W)     ADJUSTED  
 DF8668* NAVD 88     -         3.61   (meters)      11.8    (feet)  LEVELING  
 DF8668  ___________________________________________________________________
 DF8668  EPOCH DATE  -        2002.00
 DF8668  X           -   1,210,697.200 (meters)                     COMP
 DF8668  Y           -  -5,012,105.254 (meters)                     COMP
 DF8668  Z           -   3,741,506.883 (meters)                     COMP
 DF8668  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 DF8668  ELLIP HEIGHT-         -33.332 (meters)          (02/10/07) ADJUSTED
 DF8668  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 DF8668
 DF8668  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8668  Type    PID    Designation                      North   East  Ellip
 DF8668  -------------------------------------------------------------------
 DF8668  NETWORK DF8668 46 MEA                            0.67   0.61   1.27
 DF8668  -------------------------------------------------------------------
 DF8668  VERT ORDER  -  THIRD
 DF8668
 DF8668.The horizontal coordinates were established by GPS observations
 DF8668.and adjusted by the National Geodetic Survey in February 2007.
 DF8668
 DF8668.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8668.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8668.The horizontal coordinates are valid at the epoch date displayed above.
 DF8668.The epoch date for horizontal control is a decimal equivalence
 DF8668.of Year/Month/Day.
 DF8668
 DF8668.The orthometric height was determined by differential leveling.
 DF8668.The vertical network tie was performed by a horz. field party for horz.
 DF8668.obs reductions. Reset procedures were used to establish the elevation.
 DF8668
 DF8668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8668
 DF8668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8668
 DF8668.The ellipsoidal height was determined by GPS observations
 DF8668.and is referenced to NAD 83.
 DF8668
 DF8668.The geoid height was determined by GEOID03.
 DF8668
 DF8668;                    North         East     Units Scale Factor Converg.
 DF8668;SPC NC       -   269,115.539   841,752.107   MT  0.99999503   +1 29 20.6
 DF8668;SPC NC       -   882,923.23  2,761,648.37   sFT  0.99999503   +1 29 20.6
 DF8668;UTM  18      - 4,001,374.218   372,248.752   MT  0.99980109   -0 50 16.0
 DF8668
 DF8668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8668!SPC NC       -   1.00000523  x   0.99999503  =   1.00000026
 DF8668!UTM  18      -   1.00000523  x   0.99980109  =   0.99980632
 DF8668
 DF8668:                Primary Azimuth Mark                     Grid Az
 DF8668:SPC NC       -  SOLO                                     322 29 50.9
 DF8668:UTM  18      -  SOLO                                     324 49 27.5
 DF8668
 DF8668|---------------------------------------------------------------------|
 DF8668| PID    Reference Object                     Distance      Geod. Az  |
 DF8668|                                                           dddmmss.s |
 DF8668| DF8652 SOLO                                APPROX. 0.5 KM 3235911.5 |
 DF8668|---------------------------------------------------------------------|
 DF8668
 DF8668                          SUPERSEDED SURVEY CONTROL
 DF8668
 DF8668  NAD 83(1986)-  36 08 55.29070(N)    076 25 12.28045(W) AD(       ) 1
 DF8668  NAD 83(2001)-  36 08 55.27400(N)    076 25 12.26711(W) AD(       ) 1
 DF8668  ELLIP H (10/17/03)  -33.336  (m)                       GP(       ) 5 1
 DF8668
 DF8668.Superseded values are not recommended for survey control.
 DF8668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8668.See file dsdata.txt to determine how the superseded data were derived.
 DF8668
 DF8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7224901374(NAD 83)
 DF8668_MARKER: DV = VERTICAL CONTROL DISK
 DF8668_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8668_STAMPING: 46 MEA 1976 13
 DF8668_MARK LOGO: USGS  
 DF8668_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8668+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 DF8668
 DF8668  HISTORY     - Date     Condition        Report By
 DF8668  HISTORY     - 1976     MONUMENTED       USGS
 DF8668  HISTORY     - 19940120 SEE DESCRIPTION  NCGS
 DF8668  HISTORY     - 20041106 GOOD             NCGS
 DF8668
 DF8668                          STATION DESCRIPTION
 DF8668
 DF8668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8668'RECOVERED IN FAIR CONDITION.
 DF8668'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTHEAST OF HERTFORD.
 DF8668'ALONG SR 1336 (HARVEY POINT ROAD) FOR 3.2 MI (5.1 KM) SOUTHEAST FROM
 DF8668'US 17 BYPASS (IN HERTFORD), AT SR 1353 (HERTFORD BEACH ROAD), IN THE
 DF8668'NORTHEAST QUADRANT OF INTERSECTION.
 DF8668'MARK IS ABOUT LEVEL WITH THE ROAD, AND PROJECTS 2 INCHES ABOVE THE
 DF8668'GROUND. LOCATED 36.3 FT (11.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DF8668'SR 1353, 34.8 FT (10.6 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 1336,
 DF8668'48.6 FT (14.8 M) NORTH-NORTHEAST OF THE INTERSECTION, 39.5 FT (12.0 M)
 DF8668'WEST-SOUTHWEST OF A 24-INCH OAK, 6.9 FT (2.1 M) EAST OF A DOT CONCRETE
 DF8668'RIGHT-OF-WAY MARKER.
 DF8668'DISK IS ALMOST COMPLETELY OBLITERATED, POST WAS PAINTED YELLOW FOR
 DF8668'POSSIBLE PROTECTION, AND BETTER VISIBILITY.
 DF8668
 DF8668                          STATION RECOVERY (2004)
 DF8668
 DF8668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DF8668'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 DF8668'CORRECTION. STATION IS 1.0 FT (0.3 M) SOUTHWEST OF A PEDESTAL. THE
 DF8668'REFERENCED NCDOT RIGHT-OF-WAY MARKER IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2351 ***********************************************************************
 FY2351  DESIGNATION -  46 RJN
 FY2351  PID         -  FY2351
 FY2351  STATE/COUNTY-  NC/CASWELL
 FY2351  USGS QUAD   -  LEASBURG (1968)
 FY2351
 FY2351                         *CURRENT SURVEY CONTROL
 FY2351  ___________________________________________________________________
 FY2351* NAD 83(2001)-  36 24 17.94634(N)    079 13 56.07650(W)     ADJUSTED  
 FY2351* NAVD 88     -       138.663  (meters)     454.93   (feet)  ADJUSTED  
 FY2351  ___________________________________________________________________
 FY2351  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 FY2351  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FY2351  DYNAMIC HT  -         138.554 (meters)     454.57  (feet)  COMP
 FY2351  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 FY2351
 FY2351  HORZ ORDER  -  THIRD
 FY2351  VERT ORDER  -  FIRST     CLASS II
 FY2351
 FY2351.The horizontal coordinates were established by classical geodetic methods
 FY2351.and adjusted by the National Geodetic Survey in August 2005.
 FY2351
 FY2351.The orthometric height was determined by differential leveling
 FY2351.and adjusted in June 1991.
 FY2351
 FY2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2351
 FY2351.The geoid height was determined by GEOID03.
 FY2351
 FY2351.The dynamic height is computed by dividing the NAVD 88
 FY2351.geopotential number by the normal gravity value computed on the
 FY2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2351.degrees latitude (g = 980.6199 gals.).
 FY2351
 FY2351.The modeled gravity was interpolated from observed gravity values.
 FY2351
 FY2351;                    North         East     Units Scale Factor Converg.
 FY2351;SPC NC       -   294,563.901   588,767.331   MT  1.00007524   -0 08 02.6
 FY2351;SPC NC       -   966,415.07  1,931,647.49   sFT  1.00007524   -0 08 02.6
 FY2351;UTM  17      - 4,030,320.272   658,512.607   MT  0.99990958   +1 02 57.7
 FY2351
 FY2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2351!SPC NC       -   0.99998312  x   1.00007524  =   1.00005835
 FY2351!UTM  17      -   0.99998312  x   0.99990958  =   0.99989270
 FY2351
 FY2351                          SUPERSEDED SURVEY CONTROL
 FY2351
 FY2351  NAD 83(1993)-  36 24 17.94721(N)    079 13 56.07945(W) AD(       ) 4
 FY2351  NAD 83(1986)-  36 24 17.95077(N)    079 13 56.08191(W) AD(       ) 4
 FY2351  NGVD 29 (03/05/92)  138.893  (m)          455.68   (f) ADJUSTED    1 2
 FY2351
 FY2351.Superseded values are not recommended for survey control.
 FY2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2351.See file dsdata.txt to determine how the superseded data were derived.
 FY2351
 FY2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5851330320(NAD 83)
 FY2351_MARKER: DB = BENCH MARK DISK
 FY2351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2351_SP_SET: HEADWALL
 FY2351_STAMPING: 46 RJN 1964 456
 FY2351_MARK LOGO: USGS  
 FY2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2351+STABILITY: SURFACE MOTION
 FY2351
 FY2351  HISTORY     - Date     Condition        Report By
 FY2351  HISTORY     - 1964     MONUMENTED       USGS
 FY2351  HISTORY     - 1982     GOOD             NCGS
 FY2351  HISTORY     - 20060308 GOOD             GEOCAC
 FY2351
 FY2351                          STATION DESCRIPTION
 FY2351
 FY2351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2351'5.7 MI EAST FROM YANCEYVILLE.
 FY2351'ALONG US 158, OR 1.0 MILE WEST OF THE NC 119 CROSSROADS, IN WEST END
 FY2351'OF SOUTH HEADWALL OF REEDY FORK CREEK, 16.3 FEET SOUTH OF CENTERLINE
 FY2351'OF HIGHWAY, 0.7 FEET EAST OF SOUTHWEST END OF HEADWALL, 40.0 FEET
 FY2351'SOUTHWEST OF CENTERLINE HIGHWAY AND CULVERT AND 130.6 FEET SOUTHWEST
 FY2351'OF STATION REEDY.
 FY2351'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2351
 FY2351                          STATION RECOVERY (2006)
 FY2351
 FY2351'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2489 ***********************************************************************
 FB2489  DESIGNATION -  46 WCE
 FB2489  PID         -  FB2489
 FB2489  STATE/COUNTY-  NC/SWAIN
 FB2489  USGS QUAD   -  SMOKEMONT (1987)
 FB2489
 FB2489                         *CURRENT SURVEY CONTROL
 FB2489  ___________________________________________________________________
 FB2489* NAD 83(2001)-  35 37 23.62758(N)    083 18 11.56409(W)     ADJUSTED  
 FB2489* NAVD 88     -      1524.     (meters)    5000.     (feet)  SCALED    
 FB2489  ___________________________________________________________________
 FB2489  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 FB2489  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FB2489  HORZ ORDER  -  THIRD
 FB2489
 FB2489.The horizontal coordinates were established by classical geodetic methods
 FB2489.and adjusted by the National Geodetic Survey in August 2005.
 FB2489
 FB2489.The orthometric height was scaled from a topographic map.
 FB2489
 FB2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2489
 FB2489.The geoid height was determined by GEOID03.
 FB2489
 FB2489;                    North         East     Units Scale Factor Converg.
 FB2489;SPC NC       -   216,246.315   219,934.162   MT  0.99989355   -2 29 01.3
 FB2489;SPC NC       -   709,468.12    721,567.33   sFT  0.99989355   -2 29 01.3
 FB2489;UTM  17      - 3,944,603.098   291,415.842   MT  1.00013616   -1 20 31.2
 FB2489
 FB2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2489!SPC NC       -   0.99976535  x   0.99989355  =   0.99965892
 FB2489!UTM  17      -   0.99976535  x   1.00013616  =   0.99990148
 FB2489
 FB2489                          SUPERSEDED SURVEY CONTROL
 FB2489
 FB2489  NAD 83(1995)-  35 37 23.62840(N)    083 18 11.56534(W) AD(       ) 4
 FB2489  NAD 83(1986)-  35 37 23.63146(N)    083 18 11.56505(W) AD(       ) 4
 FB2489  NAD 27      -  35 37 23.27899(N)    083 18 12.02384(W) AD(       ) 3
 FB2489
 FB2489.Superseded values are not recommended for survey control.
 FB2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2489.See file dsdata.txt to determine how the superseded data were derived.
 FB2489
 FB2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9141644603(NAD 83)
 FB2489_MARKER: DD = SURVEY DISK
 FB2489_SETTING: 0 = UNSPECIFIED SETTING
 FB2489_STAMPING: ET 46 WCE 1963
 FB2489_MARK LOGO: USGS  
 FB2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2489
 FB2489  HISTORY     - Date     Condition        Report By
 FB2489  HISTORY     - 1963     MONUMENTED       USGS
 FB2489  HISTORY     - 20051009 MARK NOT FOUND   GEOCAC
 FB2489
 FB2489                          STATION DESCRIPTION
 FB2489
 FB2489'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2489'CHEROKEE, 6.0 MI N. OF POST OFFICE, ALONG U. S. HIGHWAY 441 TO T-RD.
 FB2489'E. AND SIGN SMOKEMONT CAMPGROUND, THENCE E. RIGHT 0.9 MI TO LOCKED
 FB2489'GATE, CONTINUE THROUGH GATE 3.9 MI TO RD. AND JEEP TRAIL FORK,
 FB2489'THENCE SE. SHARP RIGHT 3.3 MI TO TRAIL FORK ON TOP OF HUGHES RIDGE,
 FB2489'THENCE S. RIGHT ON HORSE TRAIL E., 0.4 MI TO BEND IN TRAIL AND
 FB2489'STATION, 10.4 FT E. OF METAL WITNESS SIGN ON TREE, 5 FT E. OF
 FB2489'CENTERLINE OF TRAIL, IN TOP OF BOULDER PROJECTING 1 FT, STANDARD
 FB2489'DISK STAMPED---ET 46 WCE 1963---.
 FB2489
 FB2489                          STATION RECOVERY (2005)
 FB2489
 FB2489'RECOVERY NOTE BY GEOCACHING 2005
 FB2489'I WAS DISSAPOINTED TO FIND THE ROCK BUT NOT THE DISK. THE DESCRIPTION
 FB2489'SAYS 'BOULDER'... I SAY A BIG ROCK NOT EVEN 1 FOOT SQUARE. YOU CAN SEE
 FB2489'IT JUST OFF THE TRAIL 5 FEET EAST. A PICTURE OF THE ROCK WITH WHAT HAD
 FB2489'AT ONE TIME HAD A DISC AFFIXED CAN BE SEEN AT THE GEOCAHING BENCHMARK
 FB2489'WEBSITE FOR THIS PID.
 FB2489'WWW.GEOCACHING.COM/MARK/DETAILS.ASPX(QUESTIONMARK)PID=FB2489(POUNDSIGN
 FB2489'1009
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2559 ***********************************************************************
 FX2559  DESIGNATION -  46 WSM
 FX2559  PID         -  FX2559
 FX2559  STATE/COUNTY-  NC/BERTIE
 FX2559  USGS QUAD   -  WOODVILLE (1972)
 FX2559
 FX2559                         *CURRENT SURVEY CONTROL
 FX2559  ___________________________________________________________________
 FX2559* NAD 83(1986)-  36 00 40.     (N)    077 08 04.     (W)     SCALED    
 FX2559* NAVD 88     -        11.665  (meters)      38.27   (feet)  ADJUSTED  
 FX2559  ___________________________________________________________________
 FX2559  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 FX2559  DYNAMIC HT  -          11.656 (meters)      38.24  (feet)  COMP
 FX2559  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 FX2559
 FX2559  VERT ORDER  -  SECOND    CLASS II
 FX2559
 FX2559.The horizontal coordinates were scaled from a topographic map and have
 FX2559.an estimated accuracy of +/- 6 seconds.
 FX2559
 FX2559.The orthometric height was determined by differential leveling
 FX2559.and adjusted in June 1991.
 FX2559
 FX2559.The geoid height was determined by GEOID03.
 FX2559
 FX2559.The dynamic height is computed by dividing the NAVD 88
 FX2559.geopotential number by the normal gravity value computed on the
 FX2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2559.degrees latitude (g = 980.6199 gals.).
 FX2559
 FX2559.The modeled gravity was interpolated from observed gravity values.
 FX2559
 FX2559;                    North         East    Units  Estimated Accuracy
 FX2559;SPC NC       -   252,410.      777,770.      MT  (+/- 180 meters Scaled)
 FX2559
 FX2559                          SUPERSEDED SURVEY CONTROL
 FX2559
 FX2559  NGVD 29 (??/??/92)   12.004  (m)           39.38   (f) ADJ UNCH    2 2
 FX2559
 FX2559.Superseded values are not recommended for survey control.
 FX2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2559.See file dsdata.txt to determine how the superseded data were derived.
 FX2559
 FX2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE076872(NAD 83)
 FX2559_MARKER: DD = SURVEY DISK
 FX2559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2559_SP_SET: CULVERT
 FX2559_STAMPING: 46 WSM 1955
 FX2559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2559
 FX2559  HISTORY     - Date     Condition        Report By
 FX2559  HISTORY     - 1955     MONUMENTED       NCGS
 FX2559  HISTORY     - 1975     GOOD             NCGS
 FX2559
 FX2559                          STATION DESCRIPTION
 FX2559
 FX2559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2559'8.1 MI SSE FROM LEWISTON.
 FX2559'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2559'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.2 MILES TO SR
 FX2559'1108 SE, THENCE SE ALONG SR 1108 FOR 6.5 MILES TO STATION ON LEFT, IN
 FX2559'NE HEADWALL OF SMALL CULVERT UNDER ROAD.  14.8 FT. NE OF C/L OF SR
 FX2559'1108, 17.8 FT. NW OF SE END OF HEADWALL, AND 41.3 FT. SW OF 30 IN. OAK
 FX2559'WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2559'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9252 ***********************************************************************
 DE9252  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9252  DESIGNATION -  46E 200
 DE9252  PID         -  DE9252
 DE9252  STATE/COUNTY-  NC/GUILFORD
 DE9252  USGS QUAD   -  GREENSBORO (1994)
 DE9252
 DE9252                         *CURRENT SURVEY CONTROL
 DE9252  ___________________________________________________________________
 DE9252* NAD 83(2007)-  36 04 18.02696(N)    079 50 16.77924(W)     ADJUSTED  
 DE9252* NAVD 88     -       237.27   (meters)     778.4    (feet)  GPS OBS   
 DE9252  ___________________________________________________________________
 DE9252  EPOCH DATE  -        2002.00
 DE9252  X           -     910,651.742 (meters)                     COMP
 DE9252  Y           -  -5,080,517.672 (meters)                     COMP
 DE9252  Z           -   3,734,744.253 (meters)                     COMP
 DE9252  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 DE9252  ELLIP HEIGHT-         206.249 (meters)          (02/10/07) ADJUSTED
 DE9252  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DE9252
 DE9252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9252  Type    PID    Designation                      North   East  Ellip
 DE9252  -------------------------------------------------------------------
 DE9252  NETWORK DE9252 46E 200                           1.02   0.94   1.67
 DE9252  -------------------------------------------------------------------
 DE9252
 DE9252.The horizontal coordinates were established by GPS observations
 DE9252.and adjusted by the National Geodetic Survey in February 2007.
 DE9252
 DE9252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9252.The horizontal coordinates are valid at the epoch date displayed above.
 DE9252.The epoch date for horizontal control is a decimal equivalence
 DE9252.of Year/Month/Day.
 DE9252
 DE9252.The orthometric height was determined by GPS observations and a
 DE9252.high-resolution geoid model.
 DE9252.The orthometric height was determined by GPS observations and a
 DE9252.high-resolution geoid model using precise GPS observation and
 DE9252.processing techniques.
 DE9252
 DE9252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9252
 DE9252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9252
 DE9252.The ellipsoidal height was determined by GPS observations
 DE9252.and is referenced to NAD 83.
 DE9252
 DE9252.The geoid height was determined by GEOID03.
 DE9252
 DE9252;                    North         East     Units Scale Factor Converg.
 DE9252;SPC NC       -   257,871.994   534,115.792   MT  0.99997487   -0 29 01.2
 DE9252;SPC NC       -   846,035.03  1,752,344.89   sFT  0.99997487   -0 29 01.2
 DE9252;UTM  17      - 3,992,523.008   604,636.188   MT  0.99973491   +0 41 03.3
 DE9252
 DE9252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9252!SPC NC       -   0.99996763  x   0.99997487  =   0.99994250
 DE9252!UTM  17      -   0.99996763  x   0.99973491  =   0.99970255
 DE9252
 DE9252:                Primary Azimuth Mark                     Grid Az
 DE9252:SPC NC       -  46E 201                                  056 16 54.3
 DE9252:UTM  17      -  46E 201                                  055 06 49.8
 DE9252
 DE9252|---------------------------------------------------------------------|
 DE9252| PID    Reference Object                     Distance      Geod. Az  |
 DE9252|                                                           dddmmss.s |
 DE9252| DE9253 46E 201                             465.044 METERS 0554753.1 |
 DE9252|---------------------------------------------------------------------|
 DE9252
 DE9252                          SUPERSEDED SURVEY CONTROL
 DE9252
 DE9252  NAD 83(2001)-  36 04 18.02730(N)    079 50 16.77897(W) AD(       ) 1
 DE9252  ELLIP H (03/13/03)  206.249  (m)                       GP(       ) 4 2
 DE9252  NAD 83(1986)-  36 04 18.03333(N)    079 50 16.78675(W) AD(       ) 1
 DE9252
 DE9252.Superseded values are not recommended for survey control.
 DE9252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9252.See file dsdata.txt to determine how the superseded data were derived.
 DE9252
 DE9252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0463692523(NAD 83)
 DE9252_MARKER: DD = SURVEY DISK
 DE9252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9252_STAMPING: 46E.200 7/97
 DE9252_MARK LOGO: NC1940
 DE9252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9252+STABILITY: SURFACE MOTION
 DE9252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9252+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9252
 DE9252  HISTORY     - Date     Condition        Report By
 DE9252  HISTORY     - 1997     MONUMENTED       NC1940
 DE9252  HISTORY     - 20050217 GOOD             USPSQD
 DE9252  HISTORY     - 20060803 GOOD             USPSQD
 DE9252
 DE9252                          STATION DESCRIPTION
 DE9252
 DE9252'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9252'STATION IS LOCATED IN GREENSBORO, ABOUT 2.6 MI (4.2 KM) WEST OF THE
 DE9252'CITY-COUNTY GOVERNMENT DOWNTOWN COMPLEX AND 5.8 MI (9.3 KM) EAST OF
 DE9252'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND WITHIN J. VAN LINDLEY
 DE9252'PARK.
 DE9252'PROCEED ALONG WEST MARKET STREET FOR 0.1 MI (0.2 KM) WEST FROM THE
 DE9252'WEST WENDOVER AVENUE OVERPASS, THENCE SOUTH ABOUT 150-FEET ALONG THE
 DE9252'TO-WENDOVER AVENUE (WEST)-RAMP TO STARMONT DRIVE (ENTRANCE INTO J.VAN
 DE9252'LINDLEY PARK) ON RIGHT/WEST, THENCE SOUTHWEST APPROXIMATELY 200-FEET
 DE9252'INTO PARK TO A WALKING TRAIL ON LEFT, THENCE SOUTHWEST ALONG WALKING
 DE9252'TRAIL FOR 0.2 MI (0.3 KM) TO STATION ON RIGHT JUST PAST ARBORETUM.
 DE9252'MARK IS ABOUT LEVEL WITH PARK ROUTE AND FLUSH WITH THE GROUND. LOCATED
 DE9252'28.7 FT (8.7 M) EAST OF T-INTERSECTION OF PARK ROUTE NORTHWEST OF
 DE9252'WENDOVER AVENUE, 22.0 FT (6.7 M) WEST OF NORTHWEST CORNER GATE AT
 DE9252'UNSAFE BRIDGE, AND 33.0 FT (10.1 M) WEST OF CENTERLINE OF CREEK UNDER
 DE9252'UNSAFE BRIDGE.
 DE9252
 DE9252                          STATION RECOVERY (2005)
 DE9252
 DE9252'RECOVERY NOTE BY US POWER SQUADRON 2005
 DE9252'EIT DESCRIPTION -  THENCE SOUTHWEST ALONG WALKING TRAIL FOR 0.2 MI
 DE9252'(0.3 KM) TO STATION ON RIGHT JUST PAST ARBORETUM ENTRANCE GATE.
 DE9252'   MARK IS ABOUT LEVEL WITH PARK WALKING TRAIL AND FLUSH WITH THE
 DE9252'GROUND. LOCATED 28.7 FT (8.7 M) NORTH EAST OF CENTERLINES OF
 DE9252'T-INTERSECTION OF TWO PARK WALKING TRAILS NORTHWEST OF WENDOVER
 DE9252'AVENUE, 22.3 FT  WEST OF NORTHWEST CORNER POST OF THE GATE AT UNSAFE
 DE9252'BRIDGE, AND 33.0 FT (10.1 M) WEST OF CENTER NORTH WALL OF UNSAFE
 DE9252'BRIDGE. 14 FT EAST ON N/S TRAIL AND 17 FT. NORTH OF E/W TRAIL.
 DE9252' 
 DE9252' 
 DE9252
 DE9252                          STATION RECOVERY (2006)
 DE9252
 DE9252'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9253 ***********************************************************************
 DE9253  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9253  DESIGNATION -  46E 201
 DE9253  PID         -  DE9253
 DE9253  STATE/COUNTY-  NC/GUILFORD
 DE9253  USGS QUAD   -  GREENSBORO (1994)
 DE9253
 DE9253                         *CURRENT SURVEY CONTROL
 DE9253  ___________________________________________________________________
 DE9253* NAD 83(2007)-  36 04 26.50777(N)    079 50 01.40799(W)     ADJUSTED  
 DE9253* NAVD 88     -       238.79   (meters)     783.4    (feet)  GPS OBS   
 DE9253  ___________________________________________________________________
 DE9253  EPOCH DATE  -        2002.00
 DE9253  X           -     911,003.400 (meters)                     COMP
 DE9253  Y           -  -5,080,299.509 (meters)                     COMP
 DE9253  Z           -   3,734,956.442 (meters)                     COMP
 DE9253  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 DE9253  ELLIP HEIGHT-         207.781 (meters)          (02/10/07) ADJUSTED
 DE9253  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9253
 DE9253  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9253  Type    PID    Designation                      North   East  Ellip
 DE9253  -------------------------------------------------------------------
 DE9253  NETWORK DE9253 46E 201                           1.35   1.20   2.23
 DE9253  -------------------------------------------------------------------
 DE9253
 DE9253.The horizontal coordinates were established by GPS observations
 DE9253.and adjusted by the National Geodetic Survey in February 2007.
 DE9253
 DE9253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9253.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9253.The horizontal coordinates are valid at the epoch date displayed above.
 DE9253.The epoch date for horizontal control is a decimal equivalence
 DE9253.of Year/Month/Day.
 DE9253
 DE9253.The orthometric height was determined by GPS observations and a
 DE9253.high-resolution geoid model.
 DE9253.The orthometric height was determined by GPS observations and a
 DE9253.high-resolution geoid model using precise GPS observation and
 DE9253.processing techniques.
 DE9253
 DE9253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9253
 DE9253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9253
 DE9253.The ellipsoidal height was determined by GPS observations
 DE9253.and is referenced to NAD 83.
 DE9253
 DE9253.The geoid height was determined by GEOID03.
 DE9253
 DE9253;                    North         East     Units Scale Factor Converg.
 DE9253;SPC NC       -   258,130.138   534,502.595   MT  0.99997546   -0 28 52.3
 DE9253;SPC NC       -   846,881.96  1,753,613.93   sFT  0.99997546   -0 28 52.3
 DE9253;UTM  17      - 3,992,788.919   605,017.558   MT  0.99973589   +0 41 12.5
 DE9253
 DE9253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9253!SPC NC       -   0.99996739  x   0.99997546  =   0.99994285
 DE9253!UTM  17      -   0.99996739  x   0.99973589  =   0.99970329
 DE9253
 DE9253:                Primary Azimuth Mark                     Grid Az
 DE9253:SPC NC       -  46E 200                                  236 16 54.4
 DE9253:UTM  17      -  46E 200                                  235 06 49.6
 DE9253
 DE9253|---------------------------------------------------------------------|
 DE9253| PID    Reference Object                     Distance      Geod. Az  |
 DE9253|                                                           dddmmss.s |
 DE9253| DE9252 46E 200                             465.044 METERS 2354802.1 |
 DE9253|---------------------------------------------------------------------|
 DE9253
 DE9253                          SUPERSEDED SURVEY CONTROL
 DE9253
 DE9253  NAD 83(2001)-  36 04 26.50810(N)    079 50 01.40771(W) AD(       ) 1
 DE9253  ELLIP H (03/13/03)  207.780  (m)                       GP(       ) 4 2
 DE9253  NAD 83(1986)-  36 04 26.51413(N)    079 50 01.41550(W) AD(       ) 1
 DE9253
 DE9253.Superseded values are not recommended for survey control.
 DE9253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9253.See file dsdata.txt to determine how the superseded data were derived.
 DE9253
 DE9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0501892789(NAD 83)
 DE9253_MARKER: DD = SURVEY DISK
 DE9253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9253_STAMPING: 46E.201 7/97
 DE9253_MARK LOGO: NC1940
 DE9253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9253+STABILITY: SURFACE MOTION
 DE9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9253+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9253
 DE9253  HISTORY     - Date     Condition        Report By
 DE9253  HISTORY     - 1997     MONUMENTED       NC1940
 DE9253
 DE9253                          STATION DESCRIPTION
 DE9253
 DE9253'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9253'STATION IS LOCATED IN GREENSBORO, ABOUT 2.5 MI (4.0 KM) WEST OF THE
 DE9253'CITY-COUNTY GOVERNMENT DOWNTOWN COMPLEX AND 6.0 MI (9.7 KM) EAST OF
 DE9253'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG STARMONT DRIVE AT THE
 DE9253'J. VAN LINDLEY PARK.
 DE9253'PROCEED ALONG WEST MARKET STREET FOR 0.1 MI (0.2 KM) WEST FROM THE
 DE9253'WEST WENDOVER AVENUE OVERPASS, THENCE SOUTH ABOUT 150-FEET ALONG THE
 DE9253'TO-WENDOVER AVENUE (WEST)-RAMP TO STARMONT DRIVE (ENTRANCE INTO J.VAN
 DE9253'LINDLEY PARK) ON RIGHT/WEST, AND STATION ABOUT 100-FEET WEST OF
 DE9253'INTERSECTION, ON SOUTH SIDE OF STARMONT DRIVE.
 DE9253'MARK IS ABOUT 1/2-FEET LOWER THE THE CENTERLINE OF STARMONT DRIVE AND
 DE9253'ABOUT FLUSH WITH THE GROUND. LOCATED 16.6 FT (5.1 M) SOUTH-SOUTHEAST
 DE9253'OF THE CENTERLINE OF ROAD, 37.1 FT (11.3 M) NORTHEAST OF WOODEN--J.
 DE9253'VAN LINDLEY PARK--SIGN, 31.7 FT (9.7 M) SOUTHWEST OF A BELL SOUTH
 DE9253'TELEPHONE POLE WITH--WRONG WAY--DO NOT ENTER--SIGNS AND 66.4 FT (20.2
 DE9253'M) NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE ALONG RAMP TO WENDOVER
 DE9253'AVENUE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9255 ***********************************************************************
 DE9255  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9255  DESIGNATION -  46W 200
 DE9255  PID         -  DE9255
 DE9255  STATE/COUNTY-  NC/GUILFORD
 DE9255  USGS QUAD   -  GREENSBORO (1994)
 DE9255
 DE9255                         *CURRENT SURVEY CONTROL
 DE9255  ___________________________________________________________________
 DE9255* NAD 83(2007)-  36 04 33.27155(N)    079 50 50.97678(W)     ADJUSTED  
 DE9255* NAVD 88     -       244.65   (meters)     802.7    (feet)  GPS OBS   
 DE9255  ___________________________________________________________________
 DE9255  EPOCH DATE  -        2002.00
 DE9255  X           -     909,761.682 (meters)                     COMP
 DE9255  Y           -  -5,080,402.063 (meters)                     COMP
 DE9255  Z           -   3,735,128.361 (meters)                     COMP
 DE9255  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 DE9255  ELLIP HEIGHT-         213.578 (meters)          (02/10/07) ADJUSTED
 DE9255  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DE9255
 DE9255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9255  Type    PID    Designation                      North   East  Ellip
 DE9255  -------------------------------------------------------------------
 DE9255  NETWORK DE9255 46W 200                           1.29   1.20   2.18
 DE9255  -------------------------------------------------------------------
 DE9255
 DE9255.The horizontal coordinates were established by GPS observations
 DE9255.and adjusted by the National Geodetic Survey in February 2007.
 DE9255
 DE9255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9255.The horizontal coordinates are valid at the epoch date displayed above.
 DE9255.The epoch date for horizontal control is a decimal equivalence
 DE9255.of Year/Month/Day.
 DE9255
 DE9255.The orthometric height was determined by GPS observations and a
 DE9255.high-resolution geoid model.
 DE9255.The orthometric height was determined by GPS observations and a
 DE9255.high-resolution geoid model using precise GPS observation and
 DE9255.processing techniques.
 DE9255
 DE9255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9255
 DE9255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9255
 DE9255.The ellipsoidal height was determined by GPS observations
 DE9255.and is referenced to NAD 83.
 DE9255
 DE9255.The geoid height was determined by GEOID03.
 DE9255
 DE9255;                    North         East     Units Scale Factor Converg.
 DE9255;SPC NC       -   258,349.103   533,264.137   MT  0.99997593   -0 29 20.9
 DE9255;SPC NC       -   847,600.35  1,749,550.76   sFT  0.99997593   -0 29 20.9
 DE9255;UTM  17      - 3,992,982.548   603,775.194   MT  0.99973269   +0 40 43.4
 DE9255
 DE9255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9255!SPC NC       -   0.99996648  x   0.99997593  =   0.99994241
 DE9255!UTM  17      -   0.99996648  x   0.99973269  =   0.99969918
 DE9255
 DE9255:                Primary Azimuth Mark                     Grid Az
 DE9255:SPC NC       -  47W 200                                  005 42 27.9
 DE9255:UTM  17      -  47W 200                                  004 32 23.6
 DE9255
 DE9255|---------------------------------------------------------------------|
 DE9255| PID    Reference Object                     Distance      Geod. Az  |
 DE9255|                                                           dddmmss.s |
 DE9255| DE9254 47W 200                             467.808 METERS 0051307.0 |
 DE9255|---------------------------------------------------------------------|
 DE9255
 DE9255                          SUPERSEDED SURVEY CONTROL
 DE9255
 DE9255  NAD 83(2001)-  36 04 33.27190(N)    079 50 50.97651(W) AD(       ) 1
 DE9255  ELLIP H (03/13/03)  213.579  (m)                       GP(       ) 4 2
 DE9255  NAD 83(1986)-  36 04 33.27792(N)    079 50 50.98429(W) AD(       ) 1
 DE9255
 DE9255.Superseded values are not recommended for survey control.
 DE9255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9255.See file dsdata.txt to determine how the superseded data were derived.
 DE9255
 DE9255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0377592983(NAD 83)
 DE9255_MARKER: DD = SURVEY DISK
 DE9255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9255_STAMPING: 46W.200 7/97
 DE9255_MARK LOGO: NC1940
 DE9255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9255+STABILITY: SURFACE MOTION
 DE9255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9255+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DE9255
 DE9255  HISTORY     - Date     Condition        Report By
 DE9255  HISTORY     - 1997     MONUMENTED       NC1940
 DE9255  HISTORY     - 20041215 GOOD             USPSQD
 DE9255  HISTORY     - 20060803 GOOD             USPSQD
 DE9255
 DE9255                          STATION DESCRIPTION
 DE9255
 DE9255'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9255'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) WEST OF THE
 DE9255'CITY-COUNTY GOVERNMENT DOWNTOWN COMPLEX AND 5.5 MI (8.9 KM) EAST OF
 DE9255'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG HOLDEN ROAD AT THE
 DE9255'STARMONT COUNTRY CLUB GOLF COURSE.
 DE9255'ALONG HOLDEN ROAD FOR 2.3 MI (3.7 KM) NORTH FROM THE I-40 UNDERPASS,
 DE9255'OR 0.3 MI (0.5 KM) SOUTH OF MADISON AVENUE, IN MEDIAN OF HOLDEN ROAD,
 DE9255'APPROXIMATELY MIDWAY BETWEEN LARGE CREEK PASSING UNDER MEDIAN AND THE
 DE9255'MEDIAN CROSSOVER FOR THE CLUBVIEW COURT DEVELOPMENT, AND ABOUT
 DE9255'OPPOSITE THE SOUTH EDGE OF GOLF COURSE.
 DE9255'MARK IS ABOUT 1/2-FEET HIGHER THE CENTERLINE OF ROAD AND ABOUT FLUSH
 DE9255'WITH THE GROUND. LOCATED 6.9 FT (2.1 M) EAST OF THE EDGE OF PAVEMENT
 DE9255'OF SOUTHBOUND LANES, 9.1 FT (2.8 M) WEST OF EDGE OF PAVEMENT OF
 DE9255'NORTHBOUND LANES, 37.3 FT (11.4 M) SOUTHWEST OF THE CENTER OF A BELL
 DE9255'SYSTEM MANHOLE IN NORTHBOUND LANES, AND 140.6 FT (42.9 M) SOUTHWEST OF
 DE9255'A SPEED-LIMIT SIGN IN MEDIAN.
 DE9255
 DE9255                          STATION RECOVERY (2004)
 DE9255
 DE9255'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 DE9255'CURB IS MARKED INCORRECTLY 46W.22
 DE9255'MARK ITSELF IS LABLED 48W.200
 DE9255
 DE9255                          STATION RECOVERY (2006)
 DE9255
 DE9255'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5356 ***********************************************************************
 FA5356  DESIGNATION -  47 ATA
 FA5356  PID         -  FA5356
 FA5356  STATE/COUNTY-  NC/ALEXANDER
 FA5356  USGS QUAD   -  TAYLORSVILLE (1970)
 FA5356
 FA5356                         *CURRENT SURVEY CONTROL
 FA5356  ___________________________________________________________________
 FA5356* NAD 83(2007)-  35 57 44.31059(N)    081 14 39.61004(W)     ADJUSTED  
 FA5356* NAVD 88     -       375.4    (meters)    1232.     (feet)  VERTCON   
 FA5356  ___________________________________________________________________
 FA5356  EPOCH DATE  -        2002.00
 FA5356  X           -     786,790.208 (meters)                     COMP
 FA5356  Y           -  -5,108,499.304 (meters)                     COMP
 FA5356  Z           -   3,725,008.666 (meters)                     COMP
 FA5356  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FA5356  ELLIP HEIGHT-         342.728 (meters)          (02/10/07) ADJUSTED
 FA5356  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FA5356
 FA5356  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5356  Type    PID    Designation                      North   East  Ellip
 FA5356  -------------------------------------------------------------------
 FA5356  NETWORK FA5356 47 ATA                            0.74   0.69   1.74
 FA5356  -------------------------------------------------------------------
 FA5356
 FA5356.The horizontal coordinates were established by GPS observations
 FA5356.and adjusted by the National Geodetic Survey in February 2007.
 FA5356
 FA5356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5356.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5356.The horizontal coordinates are valid at the epoch date displayed above.
 FA5356.The epoch date for horizontal control is a decimal equivalence
 FA5356.of Year/Month/Day.
 FA5356
 FA5356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5356
 FA5356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5356
 FA5356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5356
 FA5356.The ellipsoidal height was determined by GPS observations
 FA5356.and is referenced to NAD 83.
 FA5356
 FA5356.The geoid height was determined by GEOID03.
 FA5356
 FA5356;                    North         East     Units Scale Factor Converg.
 FA5356;SPC NC       -   247,707.072   407,174.846   MT  0.99994937   -1 17 43.3
 FA5356;SPC NC       -   812,685.62  1,335,872.81   sFT  0.99994937   -1 17 43.3
 FA5356;UTM  17      - 3,979,795.515   477,968.071   MT  0.99960598   -0 08 36.6
 FA5356
 FA5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5356!SPC NC       -   0.99994621  x   0.99994937  =   0.99989558
 FA5356!UTM  17      -   0.99994621  x   0.99960598  =   0.99955221
 FA5356
 FA5356:                Primary Azimuth Mark                     Grid Az
 FA5356:SPC NC       -  WATTS                                    167 21 24.6
 FA5356:UTM  17      -  WATTS                                    166 12 17.9
 FA5356
 FA5356|---------------------------------------------------------------------|
 FA5356| PID    Reference Object                     Distance      Geod. Az  |
 FA5356|                                                           dddmmss.s |
 FA5356| FA5413 WATTS                               484.566 METERS 1660341.3 |
 FA5356|---------------------------------------------------------------------|
 FA5356
 FA5356                          SUPERSEDED SURVEY CONTROL
 FA5356
 FA5356  NAD 83(2001)-  35 57 44.31076(N)    081 14 39.60986(W) AD(       ) 1
 FA5356  ELLIP H (03/13/03)  342.723  (m)                       GP(       ) 4 2
 FA5356  NAD 83(1986)-  35 57 44.31668(N)    081 14 39.61457(W) AD(       ) 1
 FA5356  NGVD 29 (11/04/93)  375.6    (m)         1232.     (f) GPS OBS     3  
 FA5356
 FA5356.Superseded values are not recommended for survey control.
 FA5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5356.See file dsdata.txt to determine how the superseded data were derived.
 FA5356
 FA5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7796879796(NAD 83)
 FA5356_MARKER: DB = BENCH MARK DISK
 FA5356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5356_SP_SET: CONCRETE POST
 FA5356_STAMPING: 47 ATA 1951 1232
 FA5356_MARK LOGO: USGS  
 FA5356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5356+STABILITY: SURFACE MOTION
 FA5356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5356+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 FA5356
 FA5356  HISTORY     - Date     Condition        Report By
 FA5356  HISTORY     - 1951     MONUMENTED       USGS
 FA5356  HISTORY     - 19910221 GOOD             NCGS
 FA5356
 FA5356                          STATION DESCRIPTION
 FA5356
 FA5356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5356'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF TAYLORSVILLE AND
 FA5356'3.1 MI (5.0 KM) NORTHEAST OF ELLENDALE.
 FA5356'PROCEED ALONG US 64-NC 90 FOR 0.7 MI (1.1 KM) WEST FROM NC 16 NORTH
 FA5356'(IN TAYLORSVILLE), THENCE NORTHWEST ALONG SR 1313 (THREE FORKS CHURCH
 FA5356'ROAD) FOR 4.75 MI (7.64 KM) TO THREE FORKS CHURCH AND SR 1333 (BEBBER
 FA5356'ROAD), AND STATION, ON THE SOUTHEAST SIDE OF THE T-INTERSECTION AND
 FA5356'AT THE NORTHWEST CORNER OF THE CEMETARY.
 FA5356'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH GROUND. LOCATED
 FA5356'23.5 FT (7.2 M) EAST OF THE CENTERLINE OF SR 1313, 52.0 FT (15.8 M)
 FA5356'SOUTH OF THE CENTERLINE OF SR 1333, 19.7 FT (6.0 M) SOUTHEAST OF THE
 FA5356'SOUTH END OF A CULVERT UNDER SR 1333, 5.1 FT (1.6 M) NORTH-NORTHWEST
 FA5356'OF A TELEPHONE PEDESTAL, 46.7 FT (14.2 M) WEST OF THE NORTHWEST
 FA5356'CORNER OF THE PENNELL HEADSTONE, AND 0.75 FT (0.23 M) WEST-NORTHWEST
 FA5356'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0751 ***********************************************************************
 EZ0751  DESIGNATION -  47 DRD
 EZ0751  PID         -  EZ0751
 EZ0751  STATE/COUNTY-  NC/WAKE
 EZ0751  USGS QUAD   -  GARNER (1993)
 EZ0751
 EZ0751                         *CURRENT SURVEY CONTROL
 EZ0751  ___________________________________________________________________
 EZ0751* NAD 83(1986)-  35 42 33.     (N)    078 36 25.     (W)     SCALED    
 EZ0751* NAVD 88     -       116.032  (meters)     380.68   (feet)  ADJUSTED  
 EZ0751  ___________________________________________________________________
 EZ0751  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EZ0751  DYNAMIC HT  -         115.930 (meters)     380.35  (feet)  COMP
 EZ0751  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 EZ0751
 EZ0751  VERT ORDER  -  FIRST     CLASS I
 EZ0751
 EZ0751.The horizontal coordinates were scaled from a topographic map and have
 EZ0751.an estimated accuracy of +/- 6 seconds.
 EZ0751
 EZ0751.The orthometric height was determined by differential leveling
 EZ0751.and adjusted in June 1991.
 EZ0751
 EZ0751.The geoid height was determined by GEOID03.
 EZ0751
 EZ0751.The dynamic height is computed by dividing the NAVD 88
 EZ0751.geopotential number by the normal gravity value computed on the
 EZ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0751.degrees latitude (g = 980.6199 gals.).
 EZ0751
 EZ0751.The modeled gravity was interpolated from observed gravity values.
 EZ0751
 EZ0751;                    North         East    Units  Estimated Accuracy
 EZ0751;SPC NC       -   217,400.      645,170.      MT  (+/- 180 meters Scaled)
 EZ0751
 EZ0751                          SUPERSEDED SURVEY CONTROL
 EZ0751
 EZ0751  NGVD 29 (??/??/92)  116.306  (m)          381.58   (f) ADJ UNCH    1 1
 EZ0751
 EZ0751.Superseded values are not recommended for survey control.
 EZ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0751.See file dsdata.txt to determine how the superseded data were derived.
 EZ0751
 EZ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV164543(NAD 83)
 EZ0751_MARKER: DD = SURVEY DISK
 EZ0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0751_SP_SET: FOOTING
 EZ0751_STAMPING: 47 DRD 1960 183
 EZ0751_MARK LOGO: USGS  
 EZ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0751+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ0751
 EZ0751  HISTORY     - Date     Condition        Report By
 EZ0751  HISTORY     - 1960     MONUMENTED       USGS
 EZ0751  HISTORY     - 1968     GOOD             CGS
 EZ0751  HISTORY     - 20021112 GOOD             USPSQD
 EZ0751  HISTORY     - 20040521 GOOD             USPSQD
 EZ0751  HISTORY     - 20040603 GOOD             USPSQD
 EZ0751  HISTORY     - 20050917 GOOD             USPSQD
 EZ0751  HISTORY     - 20051020 GOOD             USPSQD
 EZ0751
 EZ0751                          STATION DESCRIPTION
 EZ0751
 EZ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EZ0751'0.3 MI NW FROM GARNER.
 EZ0751'ABOUT 0.2 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0751'RAILROAD FROM THE STATION AT GARNER, THENCE 0.1 MILE NORTHEAST
 EZ0751'ALONG HARPER STREET, SET IN THE TOP OF THE WEST CORNER OF THE
 EZ0751'NORTHWEST CONCRETE FOOTING FOR A WATER TOWER, 151 FEET SOUTH OF
 EZ0751'THE CENTERLINE OF HARPER STREET, AND ABOUT 15 INCHES ABOVE THE
 EZ0751'LEVEL OF THE GROUND.
 EZ0751
 EZ0751                          STATION RECOVERY (2002)
 EZ0751
 EZ0751'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EZ0751'NOW 3' ABOVE GROUND
 EZ0751
 EZ0751                          STATION RECOVERY (2004)
 EZ0751
 EZ0751'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ0751'RECOVERED IN GOOD CONDITION.
 EZ0751
 EZ0751                          STATION RECOVERY (2004)
 EZ0751
 EZ0751'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ0751'RECOVERED IN GOOD CONDITION.
 EZ0751
 EZ0751                          STATION RECOVERY (2005)
 EZ0751
 EZ0751'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0751'RECOVERED IN GOOD CONDITION.
 EZ0751
 EZ0751                          STATION RECOVERY (2005)
 EZ0751
 EZ0751'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2357 ***********************************************************************
 FY2357  DESIGNATION -  47 RJN
 FY2357  PID         -  FY2357
 FY2357  STATE/COUNTY-  NC/CASWELL
 FY2357  USGS QUAD   -  LEASBURG (1968)
 FY2357
 FY2357                         *CURRENT SURVEY CONTROL
 FY2357  ___________________________________________________________________
 FY2357* NAD 83(1986)-  36 23 52.     (N)    079 11 48.     (W)     SCALED    
 FY2357* NAVD 88     -       137.644  (meters)     451.59   (feet)  ADJUSTED  
 FY2357  ___________________________________________________________________
 FY2357  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FY2357  DYNAMIC HT  -         137.536 (meters)     451.23  (feet)  COMP
 FY2357  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 FY2357
 FY2357  VERT ORDER  -  FIRST     CLASS II
 FY2357
 FY2357.The horizontal coordinates were scaled from a topographic map and have
 FY2357.an estimated accuracy of +/- 6 seconds.
 FY2357
 FY2357.The orthometric height was determined by differential leveling
 FY2357.and adjusted in June 1991.
 FY2357
 FY2357.The geoid height was determined by GEOID03.
 FY2357
 FY2357.The dynamic height is computed by dividing the NAVD 88
 FY2357.geopotential number by the normal gravity value computed on the
 FY2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2357.degrees latitude (g = 980.6199 gals.).
 FY2357
 FY2357.The modeled gravity was interpolated from observed gravity values.
 FY2357
 FY2357;                    North         East    Units  Estimated Accuracy
 FY2357;SPC NC       -   293,760.      591,960.      MT  (+/- 180 meters Scaled)
 FY2357
 FY2357                          SUPERSEDED SURVEY CONTROL
 FY2357
 FY2357  NGVD 29 (03/05/92)  137.878  (m)          452.35   (f) ADJUSTED    1 2
 FY2357
 FY2357.Superseded values are not recommended for survey control.
 FY2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2357.See file dsdata.txt to determine how the superseded data were derived.
 FY2357
 FY2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA617295(NAD 83)
 FY2357_MARKER: DB = BENCH MARK DISK
 FY2357_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2357_SP_SET: WINGWALL
 FY2357_STAMPING: 47 RJN 1964 452
 FY2357_MARK LOGO: USGS  
 FY2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2357+STABILITY: SURFACE MOTION
 FY2357
 FY2357  HISTORY     - Date     Condition        Report By
 FY2357  HISTORY     - 1964     MONUMENTED       USGS
 FY2357  HISTORY     - 1982     GOOD             NCGS
 FY2357  HISTORY     - 20060308 MARK NOT FOUND   GEOCAC
 FY2357
 FY2357                          STATION DESCRIPTION
 FY2357
 FY2357'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2357'2.4 MI WEST FROM LEASBURG.
 FY2357'ALONG US 158, 2.4 MILES WEST OF THE POST OFFICE IN LEASBURG, OR 0.1
 FY2357'MILE EAST OF THE NC 119 CROSSROAD, IN NORTHWEST WINGWALL OF BRIDGE
 FY2357'OVER NORTH HYCO CREEK.
 FY2357'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2357
 FY2357                          STATION RECOVERY (2006)
 FY2357
 FY2357'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2357'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2560 ***********************************************************************
 FB2560  DESIGNATION -  47 WCE
 FB2560  PID         -  FB2560
 FB2560  STATE/COUNTY-  NC/SWAIN
 FB2560  USGS QUAD   -  WHITTIER (1978)
 FB2560
 FB2560                         *CURRENT SURVEY CONTROL
 FB2560  ___________________________________________________________________
 FB2560* NAD 83(2001)-  35 29 29.80997(N)    083 22 18.95410(W)     ADJUSTED  
 FB2560* NAVD 88     -       753.0    (meters)    2470.     (feet)  VERTCON   
 FB2560  ___________________________________________________________________
 FB2560  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FB2560  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FB2560  HORZ ORDER  -  THIRD
 FB2560
 FB2560.The horizontal coordinates were established by classical geodetic methods
 FB2560.and adjusted by the National Geodetic Survey in August 2005.
 FB2560
 FB2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2560
 FB2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2560
 FB2560.The geoid height was determined by GEOID03.
 FB2560
 FB2560;                    North         East     Units Scale Factor Converg.
 FB2560;SPC NC       -   201,931.118   213,072.587   MT  0.99988132   -2 31 24.1
 FB2560;SPC NC       -   662,502.34    699,055.65   sFT  0.99988132   -2 31 24.1
 FB2560;UTM  17      - 3,930,149.950   284,839.610   MT  1.00017053   -1 22 39.5
 FB2560
 FB2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2560!SPC NC       -   0.99988632  x   0.99988132  =   0.99976766
 FB2560!UTM  17      -   0.99988632  x   1.00017053  =   1.00005684
 FB2560
 FB2560                          SUPERSEDED SURVEY CONTROL
 FB2560
 FB2560  NAD 83(1995)-  35 29 29.80998(N)    083 22 18.95433(W) AD(       ) 4
 FB2560  NAD 83(1986)-  35 29 29.80707(N)    083 22 18.96804(W) AD(       ) 4
 FB2560  NAD 27      -  35 29 29.44231(N)    083 22 19.41468(W) AD(       ) 3
 FB2560  NGVD 29 (07/19/86)  753.0    (m)         2470.     (f) VERT ANG    3  
 FB2560
 FB2560.Superseded values are not recommended for survey control.
 FB2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2560.See file dsdata.txt to determine how the superseded data were derived.
 FB2560
 FB2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8484030150(NAD 83)
 FB2560_MARKER: DD = SURVEY DISK
 FB2560_SETTING: 80 = SET IN A BOULDER
 FB2560_STAMPING: ET 47 WCE 1963
 FB2560_MARK LOGO: USGS  
 FB2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2560
 FB2560  HISTORY     - Date     Condition        Report By
 FB2560  HISTORY     - 1963     MONUMENTED       USGS
 FB2560  HISTORY     - 20030804 MARK NOT FOUND   NCGS
 FB2560
 FB2560                          STATION DESCRIPTION
 FB2560
 FB2560'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2560'ELA, 3.1 MI N. OF JUNCTION OF U. S. HIGHWAY 19 AND COOPERS CREEK
 FB2560'ROAD, ALONG COPPERS CREEK ROAD (COUNTY ROAD 1355) TO END OF RD.
 FB2560'AND HOUSE AND BARN OWNED BY MR. H. A. DAVIS, 250 FT NW. OF END RD.
 FB2560'AT HOUSE, 187 FT WSW. OF W. END OF BARN, 31 FT SW. OF LONE APPLE
 FB2560'TREE, 30 FT SSE. OF LARGE SLANTING ROCK, IN LARGE BOULDER WITH SMALL
 FB2560'BOULDERS PILES ON TOP OF LARGE BOULDER, STANDARD USGS TABLET
 FB2560'STAMPED---ET 47 WCE 1963---.
 FB2560
 FB2560                          STATION RECOVERY (2003)
 FB2560
 FB2560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FB2560'THE PROPERTY OWNER WOULD NOT ALLOW US TO DIG FOR THE MARK.THE STATION
 FB2560'WAS NOT FOUND.  IT MAY STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2561 ***********************************************************************
 FX2561  DESIGNATION -  47 WSM
 FX2561  PID         -  FX2561
 FX2561  STATE/COUNTY-  NC/BERTIE
 FX2561  USGS QUAD   -  WOODVILLE (1972)
 FX2561
 FX2561                         *CURRENT SURVEY CONTROL
 FX2561  ___________________________________________________________________
 FX2561* NAD 83(1986)-  36 02 23.     (N)    077 09 23.     (W)     SCALED    
 FX2561* NAVD 88     -        10.012  (meters)      32.85   (feet)  ADJUSTED  
 FX2561  ___________________________________________________________________
 FX2561  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 FX2561  DYNAMIC HT  -          10.004 (meters)      32.82  (feet)  COMP
 FX2561  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 FX2561
 FX2561  VERT ORDER  -  SECOND    CLASS II
 FX2561
 FX2561.The horizontal coordinates were scaled from a topographic map and have
 FX2561.an estimated accuracy of +/- 6 seconds.
 FX2561
 FX2561.The orthometric height was determined by differential leveling
 FX2561.and adjusted in June 1991.
 FX2561
 FX2561.The geoid height was determined by GEOID03.
 FX2561
 FX2561.The dynamic height is computed by dividing the NAVD 88
 FX2561.geopotential number by the normal gravity value computed on the
 FX2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2561.degrees latitude (g = 980.6199 gals.).
 FX2561
 FX2561.The modeled gravity was interpolated from observed gravity values.
 FX2561
 FX2561;                    North         East    Units  Estimated Accuracy
 FX2561;SPC NC       -   255,550.      775,730.      MT  (+/- 180 meters Scaled)
 FX2561
 FX2561                          SUPERSEDED SURVEY CONTROL
 FX2561
 FX2561  NGVD 29 (??/??/92)   10.353  (m)           33.97   (f) ADJ UNCH    2 2
 FX2561
 FX2561.Superseded values are not recommended for survey control.
 FX2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2561.See file dsdata.txt to determine how the superseded data were derived.
 FX2561
 FX2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE057905(NAD 83)
 FX2561_MARKER: DD = SURVEY DISK
 FX2561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2561_SP_SET: CULVERT
 FX2561_STAMPING: 47 WSM 1955
 FX2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2561
 FX2561  HISTORY     - Date     Condition        Report By
 FX2561  HISTORY     - 1955     MONUMENTED       NCGS
 FX2561  HISTORY     - 1975     GOOD             NCGS
 FX2561
 FX2561                          STATION DESCRIPTION
 FX2561
 FX2561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2561'5.9 MI S FROM LEWISTON.
 FX2561'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2561'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.2 MILES TO SR
 FX2561'1108 SE, THENCE SE ALONG SR 1108 FOR 3.9 MILES TO STATION ON LEFT IN
 FX2561'NORTH END OF THE EAST HEADWALL FOR CULVERT UNDER ROAD, AND
 FX2561'APPROXIMATELY 175 FEET SOUTH OF INTERSECTION OF SR 1108 WITH SR 1125
 FX2561'WEST IN CAHABA.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0959 ***********************************************************************
 FY0959  DESIGNATION -  471
 FY0959  PID         -  FY0959
 FY0959  STATE/COUNTY-  NC/ORANGE
 FY0959  USGS QUAD   -  HILLSBOROUGH (1994)
 FY0959
 FY0959                         *CURRENT SURVEY CONTROL
 FY0959  ___________________________________________________________________
 FY0959* NAD 83(1986)-  36 02 15.     (N)    079 02 05.     (W)     SCALED    
 FY0959* NAVD 88     -       143.219  (meters)     469.88   (feet)  ADJUSTED  
 FY0959  ___________________________________________________________________
 FY0959  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FY0959  DYNAMIC HT  -         143.104 (meters)     469.50  (feet)  COMP
 FY0959  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 FY0959
 FY0959  VERT ORDER  -  FIRST     CLASS II
 FY0959
 FY0959.The horizontal coordinates were scaled from a topographic map and have
 FY0959.an estimated accuracy of +/- 6 seconds.
 FY0959
 FY0959.The orthometric height was determined by differential leveling
 FY0959.and adjusted in June 1991.
 FY0959
 FY0959.The geoid height was determined by GEOID03.
 FY0959
 FY0959.The dynamic height is computed by dividing the NAVD 88
 FY0959.geopotential number by the normal gravity value computed on the
 FY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0959.degrees latitude (g = 980.6199 gals.).
 FY0959
 FY0959.The modeled gravity was interpolated from observed gravity values.
 FY0959
 FY0959;                    North         East    Units  Estimated Accuracy
 FY0959;SPC NC       -   253,760.      606,470.      MT  (+/- 180 meters Scaled)
 FY0959
 FY0959                          SUPERSEDED SURVEY CONTROL
 FY0959
 FY0959  NGVD 29 (??/??/92)  143.46   (m)          470.7    (f) COMPUTED    1 2
 FY0959
 FY0959.Superseded values are not recommended for survey control.
 FY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0959.See file dsdata.txt to determine how the superseded data were derived.
 FY0959
 FY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV770898(NAD 83)
 FY0959_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY0959_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0959_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0959
 FY0959  HISTORY     - Date     Condition        Report By
 FY0959  HISTORY     - UNK      MONUMENTED       USGS
 FY0959  HISTORY     - 1967     MARK NOT FOUND   NGS
 FY0959
 FY0959                          STATION DESCRIPTION
 FY0959
 FY0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY0959'AT UNIVERSITY.
 FY0959'AT UNIVERSITY, 2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FY0959'SOUTHERN RAILWAY STATION.  A CAP SET ON TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0318 ***********************************************************************
 FY0318  DESIGNATION -  476=N
 FY0318  PID         -  FY0318
 FY0318  STATE/COUNTY-  NC/GRANVILLE
 FY0318  USGS QUAD   -  OXFORD (1984)
 FY0318
 FY0318                         *CURRENT SURVEY CONTROL
 FY0318  ___________________________________________________________________
 FY0318* NAD 83(1986)-  36 18 45.     (N)    078 35 33.     (W)     SCALED    
 FY0318* NAVD 88     -       144.787  (meters)     475.02   (feet)  ADJUSTED  
 FY0318  ___________________________________________________________________
 FY0318  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 FY0318  DYNAMIC HT  -         144.672 (meters)     474.64  (feet)  COMP
 FY0318  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 FY0318
 FY0318  VERT ORDER  -  FIRST     CLASS II
 FY0318
 FY0318.The horizontal coordinates were scaled from a topographic map and have
 FY0318.an estimated accuracy of +/- 6 seconds.
 FY0318
 FY0318.The orthometric height was determined by differential leveling
 FY0318.and adjusted in June 1991.
 FY0318
 FY0318.The geoid height was determined by GEOID03.
 FY0318
 FY0318.The dynamic height is computed by dividing the NAVD 88
 FY0318.geopotential number by the normal gravity value computed on the
 FY0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0318.degrees latitude (g = 980.6199 gals.).
 FY0318
 FY0318.The modeled gravity was interpolated from observed gravity values.
 FY0318
 FY0318;                    North         East    Units  Estimated Accuracy
 FY0318;SPC NC       -   284,350.      646,200.      MT  (+/- 180 meters Scaled)
 FY0318
 FY0318                          SUPERSEDED SURVEY CONTROL
 FY0318
 FY0318  NGVD 29 (03/05/92)  145.063  (m)          475.93   (f) ADJUSTED    1 2
 FY0318
 FY0318.Superseded values are not recommended for survey control.
 FY0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0318.See file dsdata.txt to determine how the superseded data were derived.
 FY0318
 FY0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA161213(NAD 83)
 FY0318_MARKER: DB = BENCH MARK DISK
 FY0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0318_SP_SET: BUILDING
 FY0318_STAMPING: 475.829 1905
 FY0318_MARK LOGO: USGS  
 FY0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0318+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 FY0318
 FY0318  HISTORY     - Date     Condition        Report By
 FY0318  HISTORY     - 1905     MONUMENTED       USGS
 FY0318  HISTORY     - 1935     GOOD             CGS
 FY0318  HISTORY     - 1977     GOOD             NCGS
 FY0318  HISTORY     - 1977     GOOD             NGS
 FY0318  HISTORY     - 1978     GOOD             NGS
 FY0318  HISTORY     - 1987     POOR             USPSQD
 FY0318  HISTORY     - 20050321 GOOD             GEOCAC
 FY0318
 FY0318                          STATION DESCRIPTION
 FY0318
 FY0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0318'AT OXFORD.
 FY0318'AT OXFORD, GRANVILLE COUNTY, AT THE NORTHWEST CORNER OF THE
 FY0318'INTERSECTION OF WEST AND BROAD STREETS, IN THE EAST WALL OF THE
 FY0318'IMPERIAL TOBACCO CO. WAREHOUSE, 1 FOOT NORTH OF THE SOUTHEAST
 FY0318'CORNER AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A UNITED
 FY0318'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED---475.829 1905---
 FY0318'AND SET VERTICALLY.
 FY0318
 FY0318                          STATION RECOVERY (1977)
 FY0318
 FY0318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY0318'RECOVERED IN GOOD CONDITION.
 FY0318
 FY0318                          STATION RECOVERY (1977)
 FY0318
 FY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FY0318'RECOVERED IN GOOD CONDITION.
 FY0318
 FY0318                          STATION RECOVERY (1978)
 FY0318
 FY0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY0318'RECOVERED IN GOOD CONDITION.
 FY0318
 FY0318                          STATION RECOVERY (1987)
 FY0318
 FY0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY0318'MARK RECOVERED IN POOR CONDITION.
 FY0318
 FY0318                          STATION RECOVERY (2005)
 FY0318
 FY0318'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0318'RECOVERED AS DESCRIBED, EXCEPT BUILDING OCCUPIED BY  HOMECARE PRODUCTS
 FY0318'AND NO LONGER SERVES AS A TOBACCO WAREHOUSE. DISK STAMPING IS
 FY0318'DIFFICULT TO READ BUT STATION APPEARS TO BE SECURE IN THE VERTICAL
 FY0318'WALL. NOT SUITABLE FOR GPS DUE TO BLOCKING EFFECT OF TALL BUILDING. AN
 FY0318'UNIDENTIFIED CHISELED CROSS WAS NOTED IN THE SIDEWALK, 4 FEET EAST OF
 FY0318'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9254 ***********************************************************************
 DE9254  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9254  DESIGNATION -  47W 200
 DE9254  PID         -  DE9254
 DE9254  STATE/COUNTY-  NC/GUILFORD
 DE9254  USGS QUAD   -  GREENSBORO (1994)
 DE9254
 DE9254                         *CURRENT SURVEY CONTROL
 DE9254  ___________________________________________________________________
 DE9254* NAD 83(2007)-  36 04 48.38620(N)    079 50 49.27615(W)     ADJUSTED  
 DE9254* NAVD 88     -       258.31   (meters)     847.5    (feet)  GPS OBS   
 DE9254  ___________________________________________________________________
 DE9254  EPOCH DATE  -        2002.00
 DE9254  X           -     909,757.149 (meters)                     COMP
 DE9254  Y           -  -5,080,135.353 (meters)                     COMP
 DE9254  Z           -   3,735,512.927 (meters)                     COMP
 DE9254  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 DE9254  ELLIP HEIGHT-         227.214 (meters)          (02/10/07) ADJUSTED
 DE9254  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DE9254
 DE9254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9254  Type    PID    Designation                      North   East  Ellip
 DE9254  -------------------------------------------------------------------
 DE9254  NETWORK DE9254 47W 200                           1.35   1.20   2.18
 DE9254  -------------------------------------------------------------------
 DE9254
 DE9254.The horizontal coordinates were established by GPS observations
 DE9254.and adjusted by the National Geodetic Survey in February 2007.
 DE9254
 DE9254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9254.The horizontal coordinates are valid at the epoch date displayed above.
 DE9254.The epoch date for horizontal control is a decimal equivalence
 DE9254.of Year/Month/Day.
 DE9254
 DE9254.The orthometric height was determined by GPS observations and a
 DE9254.high-resolution geoid model.
 DE9254.The orthometric height was determined by GPS observations and a
 DE9254.high-resolution geoid model using precise GPS observation and
 DE9254.processing techniques.
 DE9254
 DE9254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9254
 DE9254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9254
 DE9254.The ellipsoidal height was determined by GPS observations
 DE9254.and is referenced to NAD 83.
 DE9254
 DE9254.The geoid height was determined by GEOID03.
 DE9254
 DE9254;                    North         East     Units Scale Factor Converg.
 DE9254;SPC NC       -   258,814.581   533,310.662   MT  0.99997699   -0 29 20.0
 DE9254;SPC NC       -   849,127.50  1,749,703.40   sFT  0.99997699   -0 29 20.0
 DE9254;UTM  17      - 3,993,448.764   603,812.213   MT  0.99973279   +0 40 44.6
 DE9254
 DE9254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9254!SPC NC       -   0.99996434  x   0.99997699  =   0.99994133
 DE9254!UTM  17      -   0.99996434  x   0.99973279  =   0.99969714
 DE9254
 DE9254:                Primary Azimuth Mark                     Grid Az
 DE9254:SPC NC       -  46W 200                                  185 42 28.0
 DE9254:UTM  17      -  46W 200                                  184 32 23.4
 DE9254
 DE9254|---------------------------------------------------------------------|
 DE9254| PID    Reference Object                     Distance      Geod. Az  |
 DE9254|                                                           dddmmss.s |
 DE9254| DE9255 46W 200                             467.808 METERS 1851308.0 |
 DE9254|---------------------------------------------------------------------|
 DE9254
 DE9254                          SUPERSEDED SURVEY CONTROL
 DE9254
 DE9254  NAD 83(2001)-  36 04 48.38654(N)    079 50 49.27588(W) AD(       ) 1
 DE9254  ELLIP H (03/13/03)  227.215  (m)                       GP(       ) 4 2
 DE9254  NAD 83(1986)-  36 04 48.39257(N)    079 50 49.28366(W) AD(       ) 1
 DE9254
 DE9254.Superseded values are not recommended for survey control.
 DE9254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9254.See file dsdata.txt to determine how the superseded data were derived.
 DE9254
 DE9254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0381293449(NAD 83)
 DE9254_MARKER: DD = SURVEY DISK
 DE9254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9254_STAMPING: 47W.200 7/97
 DE9254_MARK LOGO: NC1940
 DE9254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9254+STABILITY: SURFACE MOTION
 DE9254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9254+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9254
 DE9254  HISTORY     - Date     Condition        Report By
 DE9254  HISTORY     - 1997     MONUMENTED       NC1940
 DE9254
 DE9254                          STATION DESCRIPTION
 DE9254
 DE9254'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9254'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM) WEST OF THE
 DE9254'CITY-COUNTY GOVERNMENT DOWNTOWN COMPLEX AND 5.5 MI (8.9 KM) EAST OF
 DE9254'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9254'HOLDEN ROAD AND MADISON AVENUE.
 DE9254'ALONG HOLDEN ROAD FOR 2.5 MI (4.0 KM) FROM THE I-40 UNDERPASS, TO
 DE9254'MADISON AVENUE AND STATION IN THE NORTHEAST QUADRANT OF INTERSECTION.
 DE9254'MARK IS ABOUT 2-FEET HIGHER THAN THE CENTERLINE OF HOLDEN ROAD AND
 DE9254'FLUSH WITH THE GROUND. LOCATED 34.6 FT (10.5 M) EAST OF THE CENTERLINE
 DE9254'OF HOLDEN ROAD, 36.8 FT (11.2 M) NORTH OF CENTERLINE OF MADISON
 DE9254'AVENUE, 8.7 FT (2.7 M) NORTH OF A FIRE HYDRANT, 13.4 FT (4.1 M) NORTH
 DE9254'OF A LIGHT POLE, AND 24.4 FT (7.4 M) SOUTHWEST OF DOGWOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8785 ***********************************************************************
 AE8785  DESIGNATION -  48 CMP
 AE8785  PID         -  AE8785
 AE8785  STATE/COUNTY-  NC/PAMLICO
 AE8785  USGS QUAD   -  BAYBORO (1983)
 AE8785
 AE8785                         *CURRENT SURVEY CONTROL
 AE8785  ___________________________________________________________________
 AE8785* NAD 83(2001)-  35 11 50.55016(N)    076 50 42.53586(W)     ADJUSTED  
 AE8785* NAVD 88     -        12.68   (+/-2cm)      41.6    (feet)  VERTCON   
 AE8785  ___________________________________________________________________
 AE8785  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AE8785  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 AE8785  HORZ ORDER  -  SECOND
 AE8785  VERT ORDER  -  THIRD (See Below)
 AE8785
 AE8785.The horizontal coordinates were established by classical geodetic methods
 AE8785.and adjusted by the National Geodetic Survey in August 2005.
 AE8785
 AE8785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8785.The vertical order pertains to the NGVD 29 superseded value.
 AE8785
 AE8785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8785
 AE8785.The geoid height was determined by GEOID03.
 AE8785
 AE8785;                    North         East     Units Scale Factor Converg.
 AE8785;SPC NC       -   162,686.712   805,799.790   MT  0.99987304   +1 14 37.4
 AE8785;SPC NC       -   533,747.99  2,643,694.81   sFT  0.99987304   +1 14 37.4
 AE8785;UTM  18      - 3,896,490.894   332,022.594   MT  0.99994775   -1 03 49.6
 AE8785
 AE8785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8785!SPC NC       -   1.00000387  x   0.99987304  =   0.99987691
 AE8785!UTM  18      -   1.00000387  x   0.99994775  =   0.99995162
 AE8785
 AE8785                          SUPERSEDED SURVEY CONTROL
 AE8785
 AE8785  NAD 83(1986)-  35 11 50.56049(N)    076 50 42.54546(W) AD(       ) 2
 AE8785  NGVD 29 (04/21/98)   13.00   (m)           42.7    (f) LEVELING    3  
 AE8785
 AE8785.Superseded values are not recommended for survey control.
 AE8785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8785.See file dsdata.txt to determine how the superseded data were derived.
 AE8785
 AE8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3202396491(NAD 83)
 AE8785_MARKER: DB = BENCH MARK DISK
 AE8785_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8785_STAMPING: 48 CMP 1964 43
 AE8785_MARK LOGO: USGS  
 AE8785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8785+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1996
 AE8785
 AE8785  HISTORY     - Date     Condition        Report By
 AE8785  HISTORY     - 1964     MONUMENTED       USGS
 AE8785  HISTORY     - 19960731 GOOD             NCGS
 AE8785
 AE8785                          STATION DESCRIPTION
 AE8785
 AE8785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE8785'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF GRANTSBORO AND 5.6
 AE8785'MI (9.0 KM) NORTHWEST OF BAYBORO.$ALONG NC 306 FOR 1.25 MI (2.01 KM)
 AE8785'SOUTH FROM THE BEAUFORT/PAMLICO COUNTY LINE, UNDER THE POWER LINE, OR
 AE8785'4.0 MI (6.4 KM) NORTH ALONG NC 306 FROM NC 55 (GRANTSBORO).$MARK
 AE8785'PROJECTS 2 INCHES ABOVE GROUND AND IS LEVEL WITH NC 306. LOCATED 30.8
 AE8785'FT (9.4 M) EAST OF THE CENTERLINE OF NC 306, 95 FT (29.0 M) SOUTH OF
 AE8785'THE CENTERLINE OF A WOODS ROAD EAST, AND 3.2 FT (1.0 M) NORTH OF A
 AE8785'POWER POLE (NDH7987) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1679 ***********************************************************************
 FZ1679  DESIGNATION -  48 DOP
 FZ1679  PID         -  FZ1679
 FZ1679  STATE/COUNTY-  NC/STOKES
 FZ1679  USGS QUAD   -  KING (1986)
 FZ1679
 FZ1679                         *CURRENT SURVEY CONTROL
 FZ1679  ___________________________________________________________________
 FZ1679* NAD 83(2007)-  36 21 18.89582(N)    080 17 21.31535(W)     ADJUSTED  
 FZ1679* NAVD 88     -       335.30   (+/-2cm)    1100.1    (feet)  VERTCON   
 FZ1679  ___________________________________________________________________
 FZ1679  EPOCH DATE  -        2002.00
 FZ1679  X           -     867,487.114 (meters)                     COMP
 FZ1679  Y           -  -5,069,283.911 (meters)                     COMP
 FZ1679  Z           -   3,760,189.456 (meters)                     COMP
 FZ1679  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 FZ1679  ELLIP HEIGHT-         301.945 (meters)          (02/10/07) ADJUSTED
 FZ1679  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 FZ1679
 FZ1679  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1679  Type    PID    Designation                      North   East  Ellip
 FZ1679  -------------------------------------------------------------------
 FZ1679  NETWORK FZ1679 48 DOP                            0.59   0.49   1.22
 FZ1679  -------------------------------------------------------------------
 FZ1679  VERT ORDER  -  THIRD ? (See Below)
 FZ1679
 FZ1679.The horizontal coordinates were established by GPS observations
 FZ1679.and adjusted by the National Geodetic Survey in February 2007.
 FZ1679
 FZ1679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1679.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1679.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1679.The epoch date for horizontal control is a decimal equivalence
 FZ1679.of Year/Month/Day.
 FZ1679
 FZ1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1679.The vertical order pertains to the NGVD 29 superseded value.
 FZ1679
 FZ1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1679
 FZ1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1679
 FZ1679.The ellipsoidal height was determined by GPS observations
 FZ1679.and is referenced to NAD 83.
 FZ1679
 FZ1679.The geoid height was determined by GEOID03.
 FZ1679
 FZ1679;                    North         East     Units Scale Factor Converg.
 FZ1679;SPC NC       -   289,771.608   493,877.419   MT  1.00005809   -0 44 38.8
 FZ1679;SPC NC       -   950,692.35  1,620,329.50   sFT  1.00005809   -0 44 38.8
 FZ1679;UTM  17      - 4,023,586.385   563,769.784   MT  0.99965010   +0 25 16.8
 FZ1679
 FZ1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1679!SPC NC       -   0.99995261  x   1.00005809  =   1.00001070
 FZ1679!UTM  17      -   0.99995261  x   0.99965010  =   0.99960273
 FZ1679
 FZ1679                          SUPERSEDED SURVEY CONTROL
 FZ1679
 FZ1679  NAD 83(2001)-  36 21 18.89636(N)    080 17 21.31522(W) AD(       ) 1
 FZ1679  ELLIP H (03/13/03)  301.931  (m)                       GP(       ) 4 2
 FZ1679  NAD 83(1986)-  36 21 18.90388(N)    080 17 21.32162(W) AD(       ) 1
 FZ1679  NAD 83(1993)-  36 21 18.90663(N)    080 17 21.32455(W) AD(       ) 2
 FZ1679  NAD 83(1986)-  36 21 18.90818(N)    080 17 21.32376(W) AD(       ) 2
 FZ1679  NAD 27      -  36 21 18.40218(N)    080 17 22.13512(W) AD(       ) 2
 FZ1679  NGVD 29 (07/19/86)  335.46   (m)         1100.6    (f) LEVELING    3  
 FZ1679
 FZ1679.Superseded values are not recommended for survey control.
 FZ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1679.See file dsdata.txt to determine how the superseded data were derived.
 FZ1679
 FZ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6377023586(NAD 83)
 FZ1679_MARKER: DB = BENCH MARK DISK
 FZ1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1679_STAMPING: 48 DOP
 FZ1679_MARK LOGO: USGS  
 FZ1679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FZ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1679+STABILITY: SURFACE MOTION
 FZ1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1679+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1993
 FZ1679
 FZ1679  HISTORY     - Date     Condition        Report By
 FZ1679  HISTORY     - 1962     MONUMENTED       USGS
 FZ1679  HISTORY     - 1973     GOOD             NCGS
 FZ1679  HISTORY     - 19930707 GOOD             NCGS
 FZ1679
 FZ1679                          STATION DESCRIPTION
 FZ1679
 FZ1679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ1679'BENCH MARK 48 DOP USGS IS A STANDARD USGS BM DISK SET IN DRILLED
 FZ1679'HOLE IN CONCRETE CHURCH STEP.
 FZ1679
 FZ1679                          STATION RECOVERY (1993)
 FZ1679
 FZ1679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FZ1679'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL INFORMATION.
 FZ1679'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF DANBURY AND 6.4
 FZ1679'MI (10.3 KM) NORTHEAST OF KING. ALONG SR 2019 (FLAT SHOALS ROAD) FOR
 FZ1679'2.6 MI (4.2 KM) EAST FROM NC 66, OR 0.1 MI (0.2 KM) WEST OF SR 1955
 FZ1679'(FRIENDSHIP ROAD), IN THE EAST END OF THE BOTTOM STEP TO THE QUAKER
 FZ1679'BAPTIST CHURCH. LOCATED 35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF
 FZ1679'THE ROAD AND 77.5 FT (23.6 M) EAST OF A POWER POLE WITH A TRANSFORMER
 FZ1679'AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4855 ***********************************************************************
 FA4855  DESIGNATION -  48 HLZ
 FA4855  PID         -  FA4855
 FA4855  STATE/COUNTY-  NC/GASTON
 FA4855  USGS QUAD   -  GASTONIA NORTH (1993)
 FA4855
 FA4855                         *CURRENT SURVEY CONTROL
 FA4855  ___________________________________________________________________
 FA4855* NAD 83(2001)-  35 20 59.08751(N)    081 14 40.93822(W)     ADJUSTED  
 FA4855* NAVD 88     -       277.36   (+/-2cm)     910.0    (feet)  VERTCON   
 FA4855  ___________________________________________________________________
 FA4855  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FA4855  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FA4855  HORZ ORDER  -  SECOND
 FA4855  VERT ORDER  -  THIRD ? (See Below)
 FA4855
 FA4855.The horizontal coordinates were established by classical geodetic methods
 FA4855.and adjusted by the National Geodetic Survey in August 2005.
 FA4855
 FA4855.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4855.The vertical order pertains to the NGVD 29 superseded value.
 FA4855
 FA4855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4855
 FA4855.The geoid height was determined by GEOID03.
 FA4855
 FA4855;                    North         East     Units Scale Factor Converg.
 FA4855;SPC NC       -   179,766.478   405,605.019   MT  0.99987405   -1 17 44.1
 FA4855;SPC NC       -   589,783.85  1,330,722.47   sFT  0.99987405   -1 17 44.1
 FA4855;UTM  17      - 3,911,857.217   477,765.665   MT  0.99960609   -0 08 29.7
 FA4855
 FA4855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4855!SPC NC       -   0.99996142  x   0.99987405  =   0.99983547
 FA4855!UTM  17      -   0.99996142  x   0.99960609  =   0.99956752
 FA4855
 FA4855                          SUPERSEDED SURVEY CONTROL
 FA4855
 FA4855  NAD 83(1986)-  35 20 59.10288(N)    081 14 40.93973(W) AD(       ) 2
 FA4855  NGVD 29 (09/01/92)  277.56   (m)          910.6    (f) LEVELING    3  
 FA4855
 FA4855.Superseded values are not recommended for survey control.
 FA4855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4855.See file dsdata.txt to determine how the superseded data were derived.
 FA4855
 FA4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7776611857(NAD 83)
 FA4855_MARKER: DE = TRAVERSE STATION DISK
 FA4855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4855_SP_SET: CONCRETE HEADWALL
 FA4855_STAMPING: 48 HLZ 1970
 FA4855_MARK LOGO: USGS  
 FA4855_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4855
 FA4855  HISTORY     - Date     Condition        Report By
 FA4855  HISTORY     - 1970     MONUMENTED       USGS
 FA4855  HISTORY     - 19840101 GOOD             NCGS
 FA4855  HISTORY     - 1987     POOR             USPSQD
 FA4855  HISTORY     - 20000112 GOOD             USPSQD
 FA4855
 FA4855                          STATION DESCRIPTION
 FA4855
 FA4855'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4855'STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) WEST-NORTHWEST OF DALLAS AND
 FA4855'8.2 KM (5.1 MI) NORTH-NORTHEAST OF BESSEMER CITY.
 FA4855'ALONG NC 279 FOR 5.95 KM (3.70 MI) NORTHWEST OF NC 275, OR 0.15 KM
 FA4855'(0.09 MI) NORTHWEST OF SR 1448.
 FA4855'MARK IS 2 FEET LOWER THAN THE HIGHWAY.  LOCATED 8.3 M (27.2 FT)
 FA4855'WEST-SOUTHWEST OF THE CENTERLINE OF NC 279, 63.3 M (207.7 FT)
 FA4855'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SR, 12.2 M (40.0 FT) WEST OF
 FA4855'THE CENTERLINE INTERSECTION OF NC 279 AND A CHURCH DRIVE, 4.9 M
 FA4855'(16.1 FT) NORTH OF A TELEPHONE PEDESTAL, 0.3 M (1.0 FT) NORTHWEST OF
 FA4855'THE SOUTH END OF THE HEADWALL, 2.7 M (8.9 FT) SOUTH-SOUTHEAST OF THE
 FA4855'NORTH END OF THE HEADWALL, AND 45.7 M (149.9 FT) SOUTHEAST OF A POWER
 FA4855'POLE WITH A REFERENCE TAG.
 FA4855
 FA4855                          STATION RECOVERY (1987)
 FA4855
 FA4855'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4855'MARK RECOVERED IN POOR CONDITION.
 FA4855
 FA4855                          STATION RECOVERY (2000)
 FA4855
 FA4855'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6456 ***********************************************************************
 EZ6456  DESIGNATION -  48 JS 1
 EZ6456  PID         -  EZ6456
 EZ6456  STATE/COUNTY-  NC/WAKE
 EZ6456  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6456
 EZ6456                         *CURRENT SURVEY CONTROL
 EZ6456  ___________________________________________________________________
 EZ6456* NAD 83(2001)-  35 46 32.20139(N)    078 39 32.25733(W)     ADJUSTED  
 EZ6456* NAVD 88     -        95.452  (meters)     313.16   (feet)  ADJUSTED  
 EZ6456  ___________________________________________________________________
 EZ6456  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 EZ6456  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 EZ6456  DYNAMIC HT  -          95.370 (meters)     312.89  (feet)  COMP
 EZ6456  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 EZ6456
 EZ6456  HORZ ORDER  -  SECOND
 EZ6456  VERT ORDER  -  SECOND    CLASS I
 EZ6456
 EZ6456.The horizontal coordinates were established by classical geodetic methods
 EZ6456.and adjusted by the National Geodetic Survey in August 2005.
 EZ6456
 EZ6456.The orthometric height was determined by differential leveling
 EZ6456.and adjusted in December 1991.
 EZ6456
 EZ6456.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6456
 EZ6456.The geoid height was determined by GEOID03.
 EZ6456
 EZ6456.The dynamic height is computed by dividing the NAVD 88
 EZ6456.geopotential number by the normal gravity value computed on the
 EZ6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6456.degrees latitude (g = 980.6199 gals.).
 EZ6456
 EZ6456.The modeled gravity was interpolated from observed gravity values.
 EZ6456
 EZ6456;                    North         East     Units Scale Factor Converg.
 EZ6456;SPC NC       -   224,757.845   640,434.780   MT  0.99991429   +0 11 48.6
 EZ6456;SPC NC       -   737,393.03  2,101,159.77   sFT  0.99991429   +0 11 48.6
 EZ6456;UTM  17      - 3,961,589.064   711,607.221   MT  1.00015180   +1 22 08.8
 EZ6456
 EZ6456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6456!SPC NC       -   0.99999017  x   0.99991429  =   0.99990446
 EZ6456!UTM  17      -   0.99999017  x   1.00015180  =   1.00014197
 EZ6456
 EZ6456                          SUPERSEDED SURVEY CONTROL
 EZ6456
 EZ6456  NAD 83(1986)-  35 46 32.20432(N)    078 39 32.26786(W) AD(       ) 2
 EZ6456  NAVD 88 (03/04/92)   95.45   (m)          313.2    (f) LEVELING    3  
 EZ6456
 EZ6456.Superseded values are not recommended for survey control.
 EZ6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6456.See file dsdata.txt to determine how the superseded data were derived.
 EZ6456
 EZ6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1160761589(NAD 83)
 EZ6456_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6456_SP_SET: SQUARE CONCRETE MONUMENT
 EZ6456_STAMPING: 48 JS 1 1972
 EZ6456_MARK LOGO: NCDOT 
 EZ6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6456+STABILITY: SURFACE MOTION
 EZ6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6456+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988
 EZ6456
 EZ6456  HISTORY     - Date     Condition        Report By
 EZ6456  HISTORY     - 1972     MONUMENTED       NCDOT
 EZ6456  HISTORY     - 19881104 GOOD             NCGS
 EZ6456  HISTORY     - 19881104 GOOD             NCDOT
 EZ6456
 EZ6456                          STATION DESCRIPTION
 EZ6456
 EZ6456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6456'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6456'ALONG WESTERN BOULEVARD FOR 3.9 KM (2.4 MI) SOUTHEAST FROM THE
 EZ6456'BELTLINE-US 1-, OR 0.25 KM (0.16 MI) NORTHWEST OF CENTRAL PRISON AT
 EZ6456'ENTRANCE TO MOREHEAD SCHOOL.
 EZ6456'STATION IS A STANDARD NCDOT DISK STAMPED---48 JS 1 1972---, SET IN TOP
 EZ6456'OF A 15 CM CONCRETE POST RECESSED 12 CM BELOW GROUND, AND IS LEVEL
 EZ6456'WITH ROAD.  LOCATED 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE OF
 EZ6456'WESTBOUND LANES OF WESTERN BOULEVARD, 27.8 M (91.2 FT)
 EZ6456'EAST-SOUTHEAST OF GOVERNOR MOREHEAD HISTORIC SIGN POST, 7.8 M
 EZ6456'(25.6 FT) SOUTHWEST OF CHAIN LINK FENCE, AND 1.0 M (3.3 FT)
 EZ6456'SOUTHWEST OF 30-INCH OAK WITH REFERENCE TAG.
 EZ6456
 EZ6456                          STATION RECOVERY (1988)
 EZ6456
 EZ6456'RECOVERY NOTE BY 
NC DOT 1988
 EZ6456'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6456'ALONG WESTERN BOULEVARD FOR 3.9 KM (2.4 MI)  SOUTHEAST FROM THE
 EZ6456'BELTLINE-US 1-, OR 0.25 KM (0.16 MI)  NORTHWEST OF CENTRAL PRISON AT
 EZ6456'ENTRANCE TO MOREHEAD SCHOOL.
 EZ6456'STATION IS A STANDARD NCDOT DISK STAMPED---48 JS 1 1972---, SET IN TOP
 EZ6456'OF A 15 CM CONCRETE POST RECESSED 12 CM BELOW GROUND, AND IS LEVEL
 EZ6456'WITH ROAD.  LOCATED 10.1 M (33.1 FT)  NORTHEAST OF THE CENTERLINE OF
 EZ6456'WEST BOUND LANES OF WESTERN BOULEVARD, 27.8 M (91.2 FT)
 EZ6456'EAST-SOUTHEAST OF GOVERNOR MOREHEAD HISTORIC SIGN POST, 7.8 M
 EZ6456'(25.6 FT)  SOUTHWEST OF CHAIN LINK FENCE, AND 1.0 M (3.3 FT)
 EZ6456'SOUTHWEST OF 30-INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2358 ***********************************************************************
 FY2358  DESIGNATION -  48 RJN
 FY2358  PID         -  FY2358
 FY2358  STATE/COUNTY-  NC/CASWELL
 FY2358  USGS QUAD   -  LEASBURG (1968)
 FY2358
 FY2358                         *CURRENT SURVEY CONTROL
 FY2358  ___________________________________________________________________
 FY2358* NAD 83(1986)-  36 23 43.     (N)    079 10 56.     (W)     SCALED    
 FY2358* NAVD 88     -       148.892  (meters)     488.49   (feet)  ADJUSTED  
 FY2358  ___________________________________________________________________
 FY2358  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FY2358  DYNAMIC HT  -         148.775 (meters)     488.11  (feet)  COMP
 FY2358  MODELED GRAV-     979,844.2   (mgal)                       NAVD 88
 FY2358
 FY2358  VERT ORDER  -  FIRST     CLASS II
 FY2358
 FY2358.The horizontal coordinates were scaled from a topographic map and have
 FY2358.an estimated accuracy of +/- 6 seconds.
 FY2358
 FY2358.The orthometric height was determined by differential leveling
 FY2358.and adjusted in June 1991.
 FY2358
 FY2358.The geoid height was determined by GEOID03.
 FY2358
 FY2358.The dynamic height is computed by dividing the NAVD 88
 FY2358.geopotential number by the normal gravity value computed on the
 FY2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2358.degrees latitude (g = 980.6199 gals.).
 FY2358
 FY2358.The modeled gravity was interpolated from observed gravity values.
 FY2358
 FY2358;                    North         East    Units  Estimated Accuracy
 FY2358;SPC NC       -   293,480.      593,250.      MT  (+/- 180 meters Scaled)
 FY2358
 FY2358                          SUPERSEDED SURVEY CONTROL
 FY2358
 FY2358  NGVD 29 (03/05/92)  149.128  (m)          489.26   (f) ADJUSTED    1 2
 FY2358
 FY2358.Superseded values are not recommended for survey control.
 FY2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2358.See file dsdata.txt to determine how the superseded data were derived.
 FY2358
 FY2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA630293(NAD 83)
 FY2358_MARKER: DB = BENCH MARK DISK
 FY2358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2358_SP_SET: HEADWALL
 FY2358_STAMPING: 48 RJN 1964 489
 FY2358_MARK LOGO: USGS  
 FY2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2358+STABILITY: SURFACE MOTION
 FY2358
 FY2358  HISTORY     - Date     Condition        Report By
 FY2358  HISTORY     - 1964     MONUMENTED       USGS
 FY2358  HISTORY     - 1982     GOOD             NCGS
 FY2358
 FY2358                          STATION DESCRIPTION
 FY2358
 FY2358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2358'1.4 MI WEST FROM LEASBURG.
 FY2358'LOCATED ALONG US 158, 1.4 MILES WEST OF THE POST OFFICE AT LEASBURG,
 FY2358'OR 2.0 MILES EAST OF THE NC 119 CROSSROADS, IN WEST END OF NORTH
 FY2358'HEADWALL OF COBBS CREEK CULVERT.
 FY2358'THE MARK IS 13 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2575 ***********************************************************************
 FB2575  DESIGNATION -  48 WCE
 FB2575  PID         -  FB2575
 FB2575  STATE/COUNTY-  NC/SWAIN
 FB2575  USGS QUAD   -  NOLAND CREEK (1978)
 FB2575
 FB2575                         *CURRENT SURVEY CONTROL
 FB2575  ___________________________________________________________________
 FB2575* NAD 83(2001)-  35 27 55.26247(N)    083 30 00.09875(W)     ADJUSTED  
 FB2575* NAVD 88     -       655.2    (meters)    2150.     (feet)  VERTCON   
 FB2575  ___________________________________________________________________
 FB2575  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FB2575  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FB2575  HORZ ORDER  -  THIRD
 FB2575
 FB2575.The horizontal coordinates were established by classical geodetic methods
 FB2575.and adjusted by the National Geodetic Survey in August 2005.
 FB2575
 FB2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2575
 FB2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2575
 FB2575.The geoid height was determined by GEOID03.
 FB2575
 FB2575;                    North         East     Units Scale Factor Converg.
 FB2575;SPC NC       -   199,539.737   201,330.284   MT  0.99987951   -2 35 50.2
 FB2575;SPC NC       -   654,656.62    660,531.11   sFT  0.99987951   -2 35 50.2
 FB2575;UTM  17      - 3,927,523.373   273,143.718   MT  1.00023425   -1 27 04.2
 FB2575
 FB2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2575!SPC NC       -   0.99990167  x   0.99987951  =   0.99978120
 FB2575!UTM  17      -   0.99990167  x   1.00023425  =   1.00013590
 FB2575
 FB2575                          SUPERSEDED SURVEY CONTROL
 FB2575
 FB2575  NAD 83(1995)-  35 27 55.26230(N)    083 30 00.09900(W) AD(       ) 4
 FB2575  NAD 83(1986)-  35 27 55.26878(N)    083 30 00.11013(W) AD(       ) 4
 FB2575  NAD 27      -  35 27 54.91459(N)    083 30 00.54031(W) AD(       ) 3
 FB2575  NGVD 29 (07/19/86)  655.2    (m)         2150.     (f) VERT ANG    3  
 FB2575
 FB2575.Superseded values are not recommended for survey control.
 FB2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2575.See file dsdata.txt to determine how the superseded data were derived.
 FB2575
 FB2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7314427523(NAD 83)
 FB2575_MARKER: DD = SURVEY DISK
 FB2575_SETTING: 0 = UNSPECIFIED SETTING
 FB2575_STAMPING: ET 48 WCE 1963
 FB2575_MARK LOGO: USGS  
 FB2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2575
 FB2575  HISTORY     - Date     Condition        Report By
 FB2575  HISTORY     - 1963     MONUMENTED       USGS
 FB2575
 FB2575                          STATION DESCRIPTION
 FB2575
 FB2575'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2575'BRYSON CITY, 0.05 MI E. OF POST OFFICE ALONG U. S. HIGHWAY 19 TO
 FB2575'CROSS STREET, THENCE N. LEFT 3.0 MI TO LOCKED GATE, CONTINUE
 FB2575'2.6 MI TO CENTER OF SHARP BEND OVER CANEBREAK CREEK AND STATION,
 FB2575'68 FT N. OF CENTERLINE OF RD., 11 FT NW. OF GROUP OF FIVE POPLAR
 FB2575'TREES, 4 FT SSW. OF METAL WITNESS TAP ON POPLAR IN GROUP OF THREE
 FB2575'POPLAR TREES, ON TOP OF LARGE FLAT BOULDER, STANDARD USGS TABLET
 FB2575'STAMPED---ET 48 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3409 ***********************************************************************
 EZ3409  DESIGNATION -  486
 EZ3409  PID         -  EZ3409
 EZ3409  STATE/COUNTY-  NC/CUMBERLAND
 EZ3409  USGS QUAD   -  OVERHILLS (1971)
 EZ3409
 EZ3409                         *CURRENT SURVEY CONTROL
 EZ3409  ___________________________________________________________________
 EZ3409* NAD 83(2001)-  35 08 24.79700(N)    079 05 02.74934(W)     ADJUSTED  
 EZ3409* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 EZ3409  ___________________________________________________________________
 EZ3409  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 EZ3409  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EZ3409  HORZ ORDER  -  SECOND
 EZ3409
 EZ3409.The horizontal coordinates were established by classical geodetic methods
 EZ3409.and adjusted by the National Geodetic Survey in August 2005.
 EZ3409
 EZ3409.The orthometric height was scaled from a topographic map.
 EZ3409
 EZ3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3409
 EZ3409.The geoid height was determined by GEOID03.
 EZ3409
 EZ3409;                    North         East     Units Scale Factor Converg.
 EZ3409;SPC NC       -   154,220.404   601,938.238   MT  0.99987448   -0 02 54.7
 EZ3409;SPC NC       -   505,971.44  1,974,859.04   sFT  0.99987448   -0 02 54.7
 EZ3409;UTM  17      - 3,890,273.307   674,541.615   MT  0.99997546   +1 06 10.9
 EZ3409
 EZ3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3409!SPC NC       -   0.99998194  x   0.99987448  =   0.99985643
 EZ3409!UTM  17      -   0.99998194  x   0.99997546  =   0.99995740
 EZ3409
 EZ3409                          SUPERSEDED SURVEY CONTROL
 EZ3409
 EZ3409  NAD 83(1986)-  35 08 24.80410(N)    079 05 02.74562(W) AD(       ) 2
 EZ3409  NAD 27      -  35 08 24.22060(N)    079 05 03.63040(W) AD(       ) 2
 EZ3409
 EZ3409.Superseded values are not recommended for survey control.
 EZ3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3409.See file dsdata.txt to determine how the superseded data were derived.
 EZ3409
 EZ3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7454290273(NAD 83)
 EZ3409_MARKER: DB = BENCH MARK DISK
 EZ3409_SETTING: 0 = UNSPECIFIED SETTING
 EZ3409
 EZ3409  HISTORY     - Date     Condition        Report By
 EZ3409  HISTORY     - 1957     MONUMENTED       CGS
 EZ3409
 EZ3409                          STATION DESCRIPTION
 EZ3409
 EZ3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ3409'STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF FAYETTEVILLE AND
 EZ3409'ON THE FORT BRAGG RESERVATION ON THE HIGHEST POINT OF A LONG
 EZ3409'EAST-WEST RIDGE.  STATION IS 37 FEET WEST OF THE NORTHWEST
 EZ3409'CORNER OF A METAL BUILDING AND 36 FEET NORTH OF THE APPROXIMATE
 EZ3409'CENTER OF TWO TALL RELAY TOWERS.  THE MARK PROJECTS ABOUT 3
 EZ3409'INCHES AND THE DISK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 EZ3409'MARK DISK, IS STAMPED 486.
 EZ3409'
 EZ3409'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 EZ3409'STATION MONROE AND THE DISTANCE IS 11.991 METERS OR 39.34 FEET
 EZ3409'EAST SOUTHEAST.
 EZ3409'
 EZ3409'TO REACH STATION FROM THE FORT BRAGG TRAFFIC CIRCLE ON STATE
 EZ3409'HIGHWAY 87 GO SOUTH ON HIGHWAY FOR 1.4 MILES TO TRAFFIC
 EZ3409'LIGHT.  TURN RIGHT AND GO WESTERLY ON GRUBER STREET FOR 5.1
 EZ3409'MILES TO CROSSROADS.  TURN LEFT AND GO WEST FOR 2.0 MILES TO
 EZ3409'INTERSECTION.  TURN RIGHT AND GO NORTH FOR 0.85 MILE TO SIDE
 EZ3409'ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO FORKS.  KEEP LEFT FORK
 EZ3409'FOR 0.4 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8784 ***********************************************************************
 AE8784  DESIGNATION -  49 CMP
 AE8784  PID         -  AE8784
 AE8784  STATE/COUNTY-  NC/PAMLICO
 AE8784  USGS QUAD   -  BAYBORO (1983)
 AE8784
 AE8784                         *CURRENT SURVEY CONTROL
 AE8784  ___________________________________________________________________
 AE8784* NAD 83(2001)-  35 12 55.85557(N)    076 50 42.68647(W)     ADJUSTED  
 AE8784* NAVD 88     -        10.88   (+/-2cm)      35.7    (feet)  VERTCON   
 AE8784  ___________________________________________________________________
 AE8784  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AE8784  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 AE8784  HORZ ORDER  -  SECOND
 AE8784  VERT ORDER  -  THIRD (See Below)
 AE8784
 AE8784.The horizontal coordinates were established by classical geodetic methods
 AE8784.and adjusted by the National Geodetic Survey in August 2005.
 AE8784
 AE8784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8784.The vertical order pertains to the NGVD 29 superseded value.
 AE8784
 AE8784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8784
 AE8784.The geoid height was determined by GEOID03.
 AE8784
 AE8784;                    North         East     Units Scale Factor Converg.
 AE8784;SPC NC       -   164,698.474   805,752.305   MT  0.99987279   +1 14 37.3
 AE8784;SPC NC       -   540,348.24  2,643,539.02   sFT  0.99987279   +1 14 37.3
 AE8784;UTM  18      - 3,898,503.087   332,056.156   MT  0.99994761   -1 03 51.4
 AE8784
 AE8784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8784!SPC NC       -   1.00000414  x   0.99987279  =   0.99987693
 AE8784!UTM  18      -   1.00000414  x   0.99994761  =   0.99995175
 AE8784
 AE8784                          SUPERSEDED SURVEY CONTROL
 AE8784
 AE8784  NAD 83(1986)-  35 12 55.86589(N)    076 50 42.69612(W) AD(       ) 2
 AE8784  NGVD 29 (04/21/98)   11.21   (m)           36.8    (f) LEVELING    3  
 AE8784
 AE8784.Superseded values are not recommended for survey control.
 AE8784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8784.See file dsdata.txt to determine how the superseded data were derived.
 AE8784
 AE8784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3205698503(NAD 83)
 AE8784_MARKER: DB = BENCH MARK DISK
 AE8784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8784_SP_SET: CONCRETE HEADWALL
 AE8784_STAMPING: 49 CMP 1964 37
 AE8784_MARK LOGO: USGS  
 AE8784_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8784+STABILITY: SURFACE MOTION
 AE8784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8784+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1996
 AE8784
 AE8784  HISTORY     - Date     Condition        Report By
 AE8784  HISTORY     - 1964     MONUMENTED       USGS
 AE8784  HISTORY     - 19960731 GOOD             NCGS
 AE8784
 AE8784                          STATION DESCRIPTION
 AE8784
 AE8784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE8784'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF AURORA
 AE8784'AND 6.5 MI (10.5 KM) NORTHWEST OF BAYBORO.$ALONG NC 306 FOR 5.7 MI
 AE8784'(9.2 KM) SOUTH FROM NC 33, AT THE BEAUFORT/PAMLICO COUNTY LINE, IN THE
 AE8784'TOP OF THE NORTH END OF THE EAST CONCRETE WEADWALL OF A SINGLE BOX
 AE8784'CULVERT.$MARK IS FLUSH WITH THE TOP OF THE HEADWALL AND LEVEL WITH NC
 AE8784'306. LOCATED 16.0 FT (4.9 M) EAST OF THE CENTERLINE OF NC 306, AND 1.0
 AE8784'FT (0.3 M) SOUTH OF THE NORTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2119 ***********************************************************************
 FX2119  DESIGNATION -  49 CRH
 FX2119  PID         -  FX2119
 FX2119  STATE/COUNTY-  NC/HERTFORD
 FX2119  USGS QUAD   -  WINTON (1982)
 FX2119
 FX2119                         *CURRENT SURVEY CONTROL
 FX2119  ___________________________________________________________________
 FX2119* NAD 83(1986)-  36 23 27.     (N)    076 56 13.     (W)     SCALED    
 FX2119* NAVD 88     -        12.783  (meters)      41.94   (feet)  ADJUSTED  
 FX2119  ___________________________________________________________________
 FX2119  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 FX2119  DYNAMIC HT  -          12.773 (meters)      41.91  (feet)  COMP
 FX2119  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 FX2119
 FX2119  VERT ORDER  -  SECOND    CLASS II
 FX2119
 FX2119.The horizontal coordinates were scaled from a topographic map and have
 FX2119.an estimated accuracy of +/- 6 seconds.
 FX2119
 FX2119.The orthometric height was determined by differential leveling
 FX2119.and adjusted in June 1991.
 FX2119
 FX2119.The geoid height was determined by GEOID03.
 FX2119
 FX2119.The dynamic height is computed by dividing the NAVD 88
 FX2119.geopotential number by the normal gravity value computed on the
 FX2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2119.degrees latitude (g = 980.6199 gals.).
 FX2119
 FX2119.The modeled gravity was interpolated from observed gravity values.
 FX2119
 FX2119;                    North         East    Units  Estimated Accuracy
 FX2119;SPC NC       -   294,890.      794,690.      MT  (+/- 180 meters Scaled)
 FX2119
 FX2119                          SUPERSEDED SURVEY CONTROL
 FX2119
 FX2119  NGVD 29 (??/??/92)   13.130  (m)           43.08   (f) ADJ UNCH    2 2
 FX2119
 FX2119.Superseded values are not recommended for survey control.
 FX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2119.See file dsdata.txt to determine how the superseded data were derived.
 FX2119
 FX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF262290(NAD 83)
 FX2119_MARKER: DB = BENCH MARK DISK
 FX2119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2119_SP_SET: CULVERT HEADWALL
 FX2119_STAMPING: 49CRH 1972
 FX2119_MARK LOGO: USGS  
 FX2119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2119+STABILITY: SURFACE MOTION
 FX2119
 FX2119  HISTORY     - Date     Condition        Report By
 FX2119  HISTORY     - 1972     MONUMENTED       USGS
 FX2119  HISTORY     - 19741101 GOOD             NCGS
 FX2119
 FX2119                          STATION DESCRIPTION
 FX2119
 FX2119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2119'0.5 MILE WEST OF WINTON.
 FX2119'TO REACH STATION FROM INTERSECTION OF US 13 WEST OF WINTON, PROCEED
 FX2119'EAST ALONG US 158 FOR 0.1 MILE (0.2 KM) TO STATION ON LEFT IN NORTH
 FX2119'HEADWALL FOR CULVERT UNDER HIGHWAY, 0.45 MILE (0.72 KM) WEST OF
 FX2119'INTERSECTION OF US 158 AND NC 45 IN WINTON, 20.0 FT NE OF C/L US 158,
 FX2119'0.5 FT SE OF NW END OF HEADWALL, AND 67.4 FT SOUTH OF A 12-INCH OAK
 FX2119'WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2119'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3167 ***********************************************************************
 FY3167  DESIGNATION -  49 RJN
 FY3167  PID         -  FY3167
 FY3167  STATE/COUNTY-  NC/CASWELL
 FY3167  USGS QUAD   -  LEASBURG (1968)
 FY3167
 FY3167                         *CURRENT SURVEY CONTROL
 FY3167  ___________________________________________________________________
 FY3167* NAD 83(2001)-  36 24 51.17943(N)    079 14 30.90827(W)     ADJUSTED  
 FY3167* NAVD 88     -       179.63   (+/-2cm)     589.3    (feet)  VERTCON   
 FY3167  ___________________________________________________________________
 FY3167  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FY3167  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FY3167  HORZ ORDER  -  SECOND
 FY3167  VERT ORDER  -  THIRD (See Below)
 FY3167
 FY3167.The horizontal coordinates were established by classical geodetic methods
 FY3167.and adjusted by the National Geodetic Survey in August 2005.
 FY3167
 FY3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3167.The vertical order pertains to the NGVD 29 superseded value.
 FY3167
 FY3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3167
 FY3167.The geoid height was determined by GEOID03.
 FY3167
 FY3167;                    North         East     Units Scale Factor Converg.
 FY3167;SPC NC       -   295,590.428   587,901.869   MT  1.00007850   -0 08 22.7
 FY3167;SPC NC       -   969,782.93  1,928,808.05   sFT  1.00007850   -0 08 22.7
 FY3167;UTM  17      - 4,031,328.535   657,626.278   MT  0.99990613   +1 02 37.8
 FY3167
 FY3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3167!SPC NC       -   0.99997669  x   1.00007850  =   1.00005519
 FY3167!UTM  17      -   0.99997669  x   0.99990613  =   0.99988283
 FY3167
 FY3167                          SUPERSEDED SURVEY CONTROL
 FY3167
 FY3167  NAD 83(1993)-  36 24 51.18037(N)    079 14 30.91112(W) AD(       ) 2
 FY3167  NAD 83(1986)-  36 24 51.18416(N)    079 14 30.91469(W) AD(       ) 2
 FY3167  NAD 27      -  36 24 50.68107(N)    079 14 31.84959(W) AD(       ) 2
 FY3167  NGVD 29 (08/10/92)  179.86   (m)          590.1    (f) LEVELING    3  
 FY3167
 FY3167.Superseded values are not recommended for survey control.
 FY3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3167.See file dsdata.txt to determine how the superseded data were derived.
 FY3167
 FY3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5762631329(NAD 83)
 FY3167_MARKER: DR = REFERENCE MARK DISK
 FY3167_SETTING: 0 = UNSPECIFIED SETTING
 FY3167_STAMPING: 49 RJN 1964 590
 FY3167_MARK LOGO: USGS  
 FY3167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY3167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3167+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 FY3167
 FY3167  HISTORY     - Date     Condition        Report By
 FY3167  HISTORY     - 1964     MONUMENTED       USGS
 FY3167  HISTORY     - 19960924 GOOD             NCGS
 FY3167  HISTORY     - 20060308 GOOD             GEOCAC
 FY3167
 FY3167                          STATION DESCRIPTION
 FY3167
 FY3167'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FY3167'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF YANCEYVILLE, AND
 FY3167'ABOUT 2.5 MILES SOUTHEAST OF HAMER.
 FY3167'
 FY3167'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 86 AND U.S. HIGHWAY
 FY3167'158 AT PLEASANT GROVE GO 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY
 FY3167'158 TO Y-ROAD JUNCTION, THENCE 0.75 MILE NORTHEAST ALONG STATE
 FY3167'ROAD 1564 TO A FIELD ROAD.
 FY3167'
 FY3167'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 FY3167'49 RJN 1964 590 SET IN TOP OF A CONCRETE POST PROJECTING 0.5
 FY3167'FOOT.  IT IS 40.0 FEET WEST OF, AND 3.5 FEET HIGHER THAN THE
 FY3167'CENTERLINE OF THE ROAD.  AT SOUTHERNMOST DRIVEWAY TO WHITE HOUSE.
 FY3167
 FY3167                          STATION RECOVERY (1996)
 FY3167
 FY3167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FY3167'STATION IS LOCATED ABOUT 5 MILES (8.0 KM) NORTHEAST OF YANCEYVILLE AND
 FY3167'2.5 MI (4.0 KM) SOUTHEAST OF HAMER. PROCEED ALONG US HIGHWAY 158 FOR
 FY3167'1.7 MI (2.7 KM) NORTHEAST FROM NC HIGHWAY 86 (IN PLEASANT GROVE),
 FY3167'THENCE NORTHEAST FOR 1.1 MI (1.8 KM) ALONG SR 1564 (STEPHENTOWN ROAD)
 FY3167'TO THE STATION WEST AT THE SOUTHERNMOST SOIL DRIVEWAY LEADING TO A
 FY3167'RESIDENCE. MARK IS ABOUT 3 FEET (0.9 M) HIGHER THAN SR 1564 AND
 FY3167'PROJECTS 6 INCHES ABOVE THE GROUND, SET IN A CONCRETE POST . LOCATED
 FY3167'40 FT (12.2 M) WEST OF THE CENTERLINE OF SR 1564, 1.5 FT (0.5 M)
 FY3167'SOUTHEAST OF A METAL WITNESS SIGN, 88.0 FT (26.8 M) SOUTH-SOUTHWEST OF
 FY3167'USGS STATION SWANN, 88.5 FT (27.0 M) SOUTH OF THE SOUTHWEST CORNER OF
 FY3167'THE RESIDENCE.
 FY3167
 FY3167                          STATION RECOVERY (2006)
 FY3167
 FY3167'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY3167'RECOVERED UNDER A SMALL CEDAR TREE. DELETE REFERENCE TO WITNESS POST.
 FY3167' 
 FY3167' 
 FY3167' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2585 ***********************************************************************
 FB2585  DESIGNATION -  49 WCE
 FB2585  PID         -  FB2585
 FB2585  STATE/COUNTY-  NC/SWAIN
 FB2585  USGS QUAD   -  TUSKEEGEE (1987)
 FB2585
 FB2585                         *CURRENT SURVEY CONTROL
 FB2585  ___________________________________________________________________
 FB2585* NAD 83(2001)-  35 27 45.34359(N)    083 43 38.94199(W)     ADJUSTED  
 FB2585* NAVD 88     -       515.5    (meters)    1691.     (feet)  VERTCON   
 FB2585  ___________________________________________________________________
 FB2585  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 FB2585  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FB2585  HORZ ORDER  -  THIRD
 FB2585
 FB2585.The horizontal coordinates were established by classical geodetic methods
 FB2585.and adjusted by the National Geodetic Survey in August 2005.
 FB2585
 FB2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2585
 FB2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2585
 FB2585.The geoid height was determined by GEOID03.
 FB2585
 FB2585;                    North         East     Units Scale Factor Converg.
 FB2585;SPC NC       -   200,193.519   180,694.673   MT  0.99987934   -2 43 42.8
 FB2585;SPC NC       -   656,801.57    592,829.11   sFT  0.99987934   -2 43 42.8
 FB2585;UTM  17      - 3,927,764.504   252,490.605   MT  1.00035501   -1 34 59.6
 FB2585
 FB2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2585!SPC NC       -   0.99992361  x   0.99987934  =   0.99980296
 FB2585!UTM  17      -   0.99992361  x   1.00035501  =   1.00027859
 FB2585
 FB2585                          SUPERSEDED SURVEY CONTROL
 FB2585
 FB2585  NAD 83(1995)-  35 27 45.34358(N)    083 43 38.94210(W) AD(       ) 4
 FB2585  NAD 83(1986)-  35 27 45.35051(N)    083 43 38.95583(W) AD(       ) 4
 FB2585  NAD 27      -  35 27 45.01542(N)    083 43 39.37273(W) AD(       ) 3
 FB2585  NGVD 29 (07/19/86)  515.6    (m)         1692.     (f) VERT ANG    3  
 FB2585
 FB2585.Superseded values are not recommended for survey control.
 FB2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2585.See file dsdata.txt to determine how the superseded data were derived.
 FB2585
 FB2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5249127765(NAD 83)
 FB2585_MARKER: DD = SURVEY DISK
 FB2585_SETTING: 0 = UNSPECIFIED SETTING
 FB2585_STAMPING: ET 49 WCE 1963
 FB2585_MARK LOGO: USGS  
 FB2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2585
 FB2585  HISTORY     - Date     Condition        Report By
 FB2585  HISTORY     - 1963     MONUMENTED       USGS
 FB2585
 FB2585                          STATION DESCRIPTION
 FB2585
 FB2585'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FB2585'FONTANA, 0.15 MI N. OF POST OFFICE TO T-RD. S, THENCE E. RIGHT 1.75
 FB2585'MI TO Y-RD., THENCE NE. LEFT 0.1 MI TO Y-RD., THENCE E. RIGHT
 FB2585'0.4 MI TO FONTANA BOAT DOCK, THENCE BY BOAT 2.0 MI E. TO MOUTH OF
 FB2585'HAZEL CREEK, THENCE 2.0 MI NE. UP HAZEL CREEK TO WOODED POINT
 FB2585'PROJECTING 0.2 MI INTO HAZEL CREEK, LEAVE BOAT AND WALK TO W. CORNER
 FB2585'OF WOODS AND STATION, 10.7 FT SW. OF PINE TREE WITH METAL WITNESS
 FB2585'SIGN, 216 FT NW. OF S. POINT OF GROUP OF PINES AND AT HIGH WATER
 FB2585'MARK, IN TOP OF ROCK PROJECTING 1 FT, STANDARD USGS TABLET
 FB2585'STAMPED---ET 49 WCE 1963---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5724 ***********************************************************************
 EZ5724  DESIGNATION -  49 WSM
 EZ5724  PID         -  EZ5724
 EZ5724  STATE/COUNTY-  NC/RICHMOND
 EZ5724  USGS QUAD   -  MOUNT GILEAD EAST (1994)
 EZ5724
 EZ5724                         *CURRENT SURVEY CONTROL
 EZ5724  ___________________________________________________________________
 EZ5724* NAD 83(2001)-  35 09 23.84801(N)    079 56 28.95750(W)     ADJUSTED  
 EZ5724* NAVD 88     -        84.66   (+/-2cm)     277.8    (feet)  VERTCON   
 EZ5724  ___________________________________________________________________
 EZ5724  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EZ5724  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 EZ5724  HORZ ORDER  -  SECOND
 EZ5724  VERT ORDER  -  THIRD ? (See Below)
 EZ5724
 EZ5724.The horizontal coordinates were established by classical geodetic methods
 EZ5724.and adjusted by the National Geodetic Survey in August 2005.
 EZ5724
 EZ5724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5724.The vertical order pertains to the NGVD 29 superseded value.
 EZ5724
 EZ5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5724
 EZ5724.The geoid height was determined by GEOID03.
 EZ5724
 EZ5724;                    North         East     Units Scale Factor Converg.
 EZ5724;SPC NC       -   156,443.374   523,840.797   MT  0.99987396   -0 32 36.0
 EZ5724;SPC NC       -   513,264.64  1,718,634.35   sFT  0.99987396   -0 32 36.0
 EZ5724;UTM  17      - 3,890,925.277   596,418.524   MT  0.99971457   +0 36 34.6
 EZ5724
 EZ5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5724!SPC NC       -   0.99999152  x   0.99987396  =   0.99986548
 EZ5724!UTM  17      -   0.99999152  x   0.99971457  =   0.99970609
 EZ5724
 EZ5724                          SUPERSEDED SURVEY CONTROL
 EZ5724
 EZ5724  NAD 83(1986)-  35 09 23.87082(N)    079 56 28.99939(W) AD(       ) 2
 EZ5724  NGVD 29 (03/28/90)   84.94   (m)          278.7    (f) LEVELING    3  
 EZ5724
 EZ5724.Superseded values are not recommended for survey control.
 EZ5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5724.See file dsdata.txt to determine how the superseded data were derived.
 EZ5724
 EZ5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9641990925(NAD 83)
 EZ5724_MARKER: DB = BENCH MARK DISK
 EZ5724_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5724
 EZ5724  HISTORY     - Date     Condition        Report By
 EZ5724  HISTORY     - 1954     MONUMENTED       USGS
 EZ5724
 EZ5724                          STATION DESCRIPTION
 EZ5724
 EZ5724'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EZ5724'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF MT. GILEAD
 EZ5724'AND 11.6 MILES NORTHWEST OF ELLERBE.
 EZ5724'
 EZ5724'TO REACH THE STATION FROM NC 73 WITH THE BRIDGE OVER THE MAIN CHANNEL
 EZ5724'OF LITTLE RIVER, PROCEED WESTERLY ALONG NC 73 FOR 1.45 MILES TO
 EZ5724'SR 1161 ON LEFT AND STATION ON RIGHT, ON PROLONGATION OF THE
 EZ5724'CENTERLINE OF SR 1161.
 EZ5724'
 EZ5724'STATION MARK IS A STANDARD BENCH MARK DISK STAMPED---49 WSM 1954---,
 EZ5724'SET IN THE TOP OF A CONCRETE PRECAST,WHICH IS FLUSH WITH THE GROUND
 EZ5724'SURFACE.  THE MARK IS 28.2 FEET NORTHEAST OF THE INTERSECTION OF
 EZ5724'CENTERLINES, 17.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF WOODS ROAD
 EZ5724'LEADING NORTH AND 3.6 FEET SOUTH OF POWER POLE 6748, 3.0 FEET NORTH OF
 EZ5724'SIGN POST AND 53.1 FEET WEST-NORTHWEST OF 6 INCH PINE ALL WITH
 EZ5724'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0413 ***********************************************************************
 EY0413  DESIGNATION -  490
 EY0413  PID         -  EY0413
 EY0413  STATE/COUNTY-  NC/BEAUFORT
 EY0413  USGS QUAD   -  BELHAVEN (1974)
 EY0413
 EY0413                         *CURRENT SURVEY CONTROL
 EY0413  ___________________________________________________________________
 EY0413* NAD 83(1986)-  35 33 26.     (N)    076 35 02.     (W)     SCALED    
 EY0413* NAVD 88     -         0.717  (meters)       2.35   (feet)  ADJUSTED  
 EY0413  ___________________________________________________________________
 EY0413  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EY0413  DYNAMIC HT  -           0.716 (meters)       2.35  (feet)  COMP
 EY0413  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 EY0413
 EY0413  VERT ORDER  -  THIRD
 EY0413
 EY0413.The horizontal coordinates were scaled from a topographic map and have
 EY0413.an estimated accuracy of +/- 6 seconds.
 EY0413
 EY0413.The orthometric height was determined by differential leveling
 EY0413.and adjusted in June 1991.
 EY0413
 EY0413.The geoid height was determined by GEOID03.
 EY0413
 EY0413.The dynamic height is computed by dividing the NAVD 88
 EY0413.geopotential number by the normal gravity value computed on the
 EY0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0413.degrees latitude (g = 980.6199 gals.).
 EY0413
 EY0413.The modeled gravity was interpolated from observed gravity values.
 EY0413
 EY0413;                    North         East    Units  Estimated Accuracy
 EY0413;SPC NC       -   203,140.      828,610.      MT  (+/- 180 meters Scaled)
 EY0413
 EY0413                          SUPERSEDED SURVEY CONTROL
 EY0413
 EY0413  NGVD 29 (??/??/92)    1.03   (m)            3.4    (f) COMPUTED    3 0
 EY0413
 EY0413.Superseded values are not recommended for survey control.
 EY0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0413.See file dsdata.txt to determine how the superseded data were derived.
 EY0413
 EY0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE564359(NAD 83)
 EY0413_MARKER: DB = BENCH MARK DISK
 EY0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0413_SP_SET: MONUMENT
 EY0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0413
 EY0413  HISTORY     - Date     Condition        Report By
 EY0413  HISTORY     - UNK      MONUMENTED       NCGS
 EY0413  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0413
 EY0413                          STATION DESCRIPTION
 EY0413
 EY0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0413'2.6 MI E FROM BELHAVEN.
 EY0413'THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.  THE HIGHWAY
 EY0413'HAS BEEN WIDENED AND THE REFERENCE DISTANCES PLACE THE MARK IN
 EY0413'THE DITCH ALONGSIDE THE HIGHWAY.  ORIGINAL DESCRIPTION-- 2.55
 EY0413'MILES EAST ALONG U.S. HIGHWAY 264 FROM THE TRAFFIC LIGHT (WHERE
 EY0413'HIGHWAY MAKES A 90 DEGREE TURN) IN BELHAVEN, BEAUFORT COUNTY,
 EY0413'300 FEET EAST OF A ONE AND ONE HALF STORY HOUSE, 77.0 FEET WEST
 EY0413'OF THE WEST EDGE OF A CLEARED FIELD, IN A GROWTH OF WILLOW AND
 EY0413'BRUSH, 22.0 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT, 15 FEET
 EY0413'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH PINE TREE, AT THE
 EY0413'SOUTHEAST EDGE OF A CLUMP OF WILLOWS, 8.0 FEET WEST OF A TWO FOOT
 EY0413'HOLE AND VERY NEAR POINT OF INTERSECTION OF THE CURVE, AND SET
 EY0413'IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 EY0413'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0412 ***********************************************************************
 EY0412  DESIGNATION -  490 AZ MK
 EY0412  PID         -  EY0412
 EY0412  STATE/COUNTY-  NC/BEAUFORT
 EY0412  USGS QUAD   -  BELHAVEN (1974)
 EY0412
 EY0412                         *CURRENT SURVEY CONTROL
 EY0412  ___________________________________________________________________
 EY0412* NAD 83(1986)-  35 33 24.     (N)    076 35 23.     (W)     SCALED    
 EY0412* NAVD 88     -         1.017  (meters)       3.34   (feet)  ADJUSTED  
 EY0412  ___________________________________________________________________
 EY0412  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EY0412  DYNAMIC HT  -           1.016 (meters)       3.33  (feet)  COMP
 EY0412  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 EY0412
 EY0412  VERT ORDER  -  THIRD
 EY0412
 EY0412.The horizontal coordinates were scaled from a topographic map and have
 EY0412.an estimated accuracy of +/- 6 seconds.
 EY0412
 EY0412.The orthometric height was determined by differential leveling
 EY0412.and adjusted in June 1991.
 EY0412
 EY0412.The geoid height was determined by GEOID03.
 EY0412
 EY0412.The dynamic height is computed by dividing the NAVD 88
 EY0412.geopotential number by the normal gravity value computed on the
 EY0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0412.degrees latitude (g = 980.6199 gals.).
 EY0412
 EY0412.The modeled gravity was interpolated from observed gravity values.
 EY0412
 EY0412;                    North         East    Units  Estimated Accuracy
 EY0412;SPC NC       -   203,070.      828,080.      MT  (+/- 180 meters Scaled)
 EY0412
 EY0412                          SUPERSEDED SURVEY CONTROL
 EY0412
 EY0412  NGVD 29 (??/??/92)    1.34   (m)            4.4    (f) COMPUTED    3 0
 EY0412
 EY0412.Superseded values are not recommended for survey control.
 EY0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0412.See file dsdata.txt to determine how the superseded data were derived.
 EY0412
 EY0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE559359(NAD 83)
 EY0412_MARKER: DZ = AZIMUTH MARK DISK
 EY0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0412_SP_SET: MONUMENT
 EY0412_STAMPING: NC 490
 EY0412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0412
 EY0412  HISTORY     - Date     Condition        Report By
 EY0412  HISTORY     - UNK      MONUMENTED       NCGS
 EY0412  HISTORY     - 1949     GOOD             NGS
 EY0412  HISTORY     - 19820101 SEE DESCRIPTION  NCGS
 EY0412
 EY0412                          STATION DESCRIPTION
 EY0412
 EY0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EY0412'2.3 MI E FROM BELHAVEN NC.
 EY0412'LOCATED 2.30 MILE EAST ALONG U.S. HIGHWAY 264 FROM THE TRAFFIC
 EY0412'LIGHT (WHERE HIGHWAY MAKES A 90 DEGREE TURN) IN BELHAVEN, N.C.
 EY0412'THE AZIMUTH MARK IS 1,489.51 FT. WEST OF THE STATION OR 2.30
 EY0412'MILE FROM THE DESCRIBED POINT IN BELHAVEN, N.C.  ABOUT 125 FT.
 EY0412'SE (ACROSS THE HIGHWAY) FROM A TWO STORY UNPAINTED FRAME HOUSE,
 EY0412'ABOUT 300 FT. SW (ACROSS THE HIGHWAY) FROM A ONE AND ONE HALF
 EY0412'STORY WHITE FRAME HOUSE, 21.4 FT S OF THE S EDGE OF PAVEMENT,
 EY0412'AND 15.0 FT. N OF A TRIANGULAR BLAZED 14 IN PINE TREE.  A
 EY0412'STANDARD N.C. GEODETIC SURVEY AZIMUTH DISK STAMPED N.C. 490
 EY0412'SET IN THE TOP OF AN 8 IN ROUND CONCRETE MONUMENT PROJECTING
 EY0412'2 IN ABOVE GROUND.
 EY0412
 EY0412                          STATION RECOVERY (1982)
 EY0412
 EY0412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0412'STATION WAS SEARCHED FOR BUT NOT FOUND.  DESCRIPTION IS INADEQUATE FOR
 EY0412'LOCATING THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0665 ***********************************************************************
 EZ0665  DESIGNATION -  497
 EZ0665  PID         -  EZ0665
 EZ0665  STATE/COUNTY-  NC/WAKE
 EZ0665  USGS QUAD   -  CARY (1993)
 EZ0665
 EZ0665                         *CURRENT SURVEY CONTROL
 EZ0665  ___________________________________________________________________
 EZ0665* NAD 83(1986)-  35 47 19.     (N)    078 46 47.     (W)     SCALED    
 EZ0665* NAVD 88     -       150.844  (meters)     494.89   (feet)  ADJUSTED  
 EZ0665  ___________________________________________________________________
 EZ0665  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EZ0665  DYNAMIC HT  -         150.716 (meters)     494.47  (feet)  COMP
 EZ0665  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 EZ0665
 EZ0665  VERT ORDER  -  FIRST     CLASS II
 EZ0665
 EZ0665.The horizontal coordinates were scaled from a topographic map and have
 EZ0665.an estimated accuracy of +/- 6 seconds.
 EZ0665
 EZ0665.The orthometric height was determined by differential leveling
 EZ0665.and adjusted in June 1991.
 EZ0665
 EZ0665.The geoid height was determined by GEOID03.
 EZ0665
 EZ0665.The dynamic height is computed by dividing the NAVD 88
 EZ0665.geopotential number by the normal gravity value computed on the
 EZ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0665.degrees latitude (g = 980.6199 gals.).
 EZ0665
 EZ0665.The modeled gravity was interpolated from observed gravity values.
 EZ0665
 EZ0665;                    North         East    Units  Estimated Accuracy
 EZ0665;SPC NC       -   226,170.      629,510.      MT  (+/- 180 meters Scaled)
 EZ0665
 EZ0665                          SUPERSEDED SURVEY CONTROL
 EZ0665
 EZ0665  NGVD 29 (??/??/92)  151.10   (m)          495.7    (f) COMPUTED    1 2
 EZ0665
 EZ0665.Superseded values are not recommended for survey control.
 EZ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0665.See file dsdata.txt to determine how the superseded data were derived.
 EZ0665
 EZ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV006627(NAD 83)
 EZ0665_MARKER: P = PIPE CAP
 EZ0665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ0665_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ0665_STAMPING: 495.724
 EZ0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0665
 EZ0665  HISTORY     - Date     Condition        Report By
 EZ0665  HISTORY     - UNK      MONUMENTED       USGS
 EZ0665  HISTORY     - 1935     GOOD             NGS
 EZ0665  HISTORY     - 1967     MARK NOT FOUND   USGS
 EZ0665
 EZ0665                          STATION DESCRIPTION
 EZ0665
 EZ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ0665'AT CARY.
 EZ0665'AT CARY, 103 FEET EAST OF THE EAST END OF THE SOUTHERN RAILWAY
 EZ0665'STATION, 20 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 EZ0665'JUST SOUTH OF THE STATION FLOWER GARDEN, IN LINE WITH THE SOUTH
 EZ0665'SIDE OF A HEDGE, AND ABOUT 3 INCHES UNDER GROUND, A USGS STANDARD
 EZ0665'CAP, STAMPED EL 495.724 FT AND RIVETED ON THE TOP OF A 3 1/2-INCH
 EZ0665'IRON PIPE.  NOTE-- THE TWO RAILROADS, THE SEABOARD AIR LINE AND
 EZ0665'THE SOUTHERN, NOW HAVE AND USE ONE JOINT OR COMMON UNION
 EZ0665'PASSENGER STATION AT CARY, WHICH BUILDING IS NOW ABOUT 100 FEET
 EZ0665'WEST OF THAT ONE MENTIONED IN THE PUBLISHED DESCRIPTION.  THE
 EZ0665'GROUND IN THE FLOWER GARDEN MENTIONED IN THE DESCRIPTION, HAS
 EZ0665'BEEN FILLED OVER FOR A DEPTH AVERAGING FROM ONE TO ONE-AND-A
 EZ0665'HALF FEET, WHICH HAS COVERED THE MARK ABOUT 5 INCHES UNDER THE
 EZ0665'PRESENT GROUND LEVEL.
 EZ0665
 EZ0665                          STATION RECOVERY (1967)
 EZ0665
 EZ0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EZ0665'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9407 ***********************************************************************
 DE9407  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9407  DESIGNATION -  4W 200
 DE9407  PID         -  DE9407
 DE9407  STATE/COUNTY-  NC/GUILFORD
 DE9407  USGS QUAD   -  GREENSBORO (1994)
 DE9407
 DE9407                         *CURRENT SURVEY CONTROL
 DE9407  ___________________________________________________________________
 DE9407* NAD 83(2007)-  36 04 26.31973(N)    079 46 59.91236(W)     ADJUSTED  
 DE9407* NAVD 88     -       242.36   (meters)     795.1    (feet)  GPS OBS   
 DE9407  ___________________________________________________________________
 DE9407  EPOCH DATE  -        2002.00
 DE9407  X           -     915,474.423 (meters)                     COMP
 DE9407  Y           -  -5,079,502.268 (meters)                     COMP
 DE9407  Z           -   3,734,953.958 (meters)                     COMP
 DE9407  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 DE9407  ELLIP HEIGHT-         211.518 (meters)          (02/10/07) ADJUSTED
 DE9407  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9407
 DE9407  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9407  Type    PID    Designation                      North   East  Ellip
 DE9407  -------------------------------------------------------------------
 DE9407  NETWORK DE9407 4W 200                            0.90   0.78   1.49
 DE9407  -------------------------------------------------------------------
 DE9407
 DE9407.The horizontal coordinates were established by GPS observations
 DE9407.and adjusted by the National Geodetic Survey in February 2007.
 DE9407
 DE9407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9407.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9407.The horizontal coordinates are valid at the epoch date displayed above.
 DE9407.The epoch date for horizontal control is a decimal equivalence
 DE9407.of Year/Month/Day.
 DE9407
 DE9407.The orthometric height was determined by GPS observations and a
 DE9407.high-resolution geoid model.
 DE9407.The orthometric height was determined by GPS observations and a
 DE9407.high-resolution geoid model using precise GPS observation and
 DE9407.processing techniques.
 DE9407
 DE9407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9407
 DE9407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9407
 DE9407.The ellipsoidal height was determined by GPS observations
 DE9407.and is referenced to NAD 83.
 DE9407
 DE9407.The geoid height was determined by GEOID03.
 DE9407
 DE9407;                    North         East     Units Scale Factor Converg.
 DE9407;SPC NC       -   258,087.356   539,043.678   MT  0.99997545   -0 27 07.6
 DE9407;SPC NC       -   846,741.60  1,768,512.47   sFT  0.99997545   -0 27 07.6
 DE9407;UTM  17      - 3,992,838.723   609,557.508   MT  0.99974789   +0 42 59.4
 DE9407
 DE9407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9407!SPC NC       -   0.99996680  x   0.99997545  =   0.99994225
 DE9407!UTM  17      -   0.99996680  x   0.99974789  =   0.99971470
 DE9407
 DE9407:                Primary Azimuth Mark                     Grid Az
 DE9407:SPC NC       -  1E 200                                   184 11 00.2
 DE9407:UTM  17      -  1E 200                                   183 00 53.2
 DE9407
 DE9407|---------------------------------------------------------------------|
 DE9407| PID    Reference Object                     Distance      Geod. Az  |
 DE9407|                                                           dddmmss.s |
 DE9407| DE9406 1E 200                              446.988 METERS 1834352.6 |
 DE9407|---------------------------------------------------------------------|
 DE9407
 DE9407                          SUPERSEDED SURVEY CONTROL
 DE9407
 DE9407  NAD 83(2001)-  36 04 26.32002(N)    079 46 59.91212(W) AD(       ) 1
 DE9407  ELLIP H (03/13/03)  211.516  (m)                       GP(       ) 4 2
 DE9407  NAD 83(1986)-  36 04 26.32603(N)    079 46 59.91890(W) AD(       ) 1
 DE9407
 DE9407.Superseded values are not recommended for survey control.
 DE9407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9407.See file dsdata.txt to determine how the superseded data were derived.
 DE9407
 DE9407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0955892839(NAD 83)
 DE9407_MARKER: DD = SURVEY DISK
 DE9407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9407_STAMPING: 4W200 1999
 DE9407_MARK LOGO: NC1940
 DE9407_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9407+STABILITY: SURFACE MOTION
 DE9407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9407+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9407
 DE9407  HISTORY     - Date     Condition        Report By
 DE9407  HISTORY     - 1999     MONUMENTED       NC1940
 DE9407  HISTORY     - 20050307 GOOD             USPSQD
 DE9407  HISTORY     - 20060802 GOOD             USPSQD
 DE9407
 DE9407                          STATION DESCRIPTION
 DE9407
 DE9407'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9407'STATION IS ABOUT 0.5 MI (0.8 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9407'GOVERNMENT PLAZA, ALONG EDWARD R MURROW BOULEVARD NEAR POST OFFICE.
 DE9407'LOCATED IN THE MEDIAN OF THE BOULEVARD, ACROSS THE SOUTHBOUND LANES
 DE9407'FROM THE POST OFFICE AND ABOUT 250-FEET NORTH OF THE EASTBOUND LANES
 DE9407'OF FRIENDLY AVENUE.
 DE9407'MARK IS 1/2-FOOT HIGHER THAN THE CENTER OF SOUTHBOUND LANES AND FLUSH
 DE9407'WITH THE GROUND. LOCATED 19.8 FT (6.0 M) EAST OF THE CENTERLINE OF
 DE9407'SOUTHBOUND LANES, 19.7 FT (6.0 M) NORTHWEST OF THE NORTHWEST CORNER OF
 DE9407'CONCRETE SLAB OVER A YARD INLET, 119.6 FT (36.5 M) SOUTH OF A SPEED
 DE9407'LIMIT SIGN.
 DE9407
 DE9407                          STATION RECOVERY (2005)
 DE9407
 DE9407'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9407'RECOVERED IN GOOD CONDITION.
 DE9407
 DE9407                          STATION RECOVERY (2006)
 DE9407
 DE9407'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0005 ***********************************************************************
 EY0005  DESIGNATION -  5
 EY0005  PID         -  EY0005
 EY0005  STATE/COUNTY-  NC/HYDE
 EY0005  USGS QUAD   -  FAIRFIELD (1983)
 EY0005
 EY0005                         *CURRENT SURVEY CONTROL
 EY0005  ___________________________________________________________________
 EY0005* NAD 83(1986)-  35 32 31.     (N)    076 13 27.     (W)     SCALED    
 EY0005* NAVD 88     -         0.766  (meters)       2.51   (feet)  POSTED    
 EY0005  ___________________________________________________________________
 EY0005  GEOID HEIGHT-         -38.22  (meters)                     GEOID03
 EY0005  DYNAMIC HT  -           0.770 (meters)       2.53  (feet)  COMP
 EY0005  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 EY0005
 EY0005  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EY0005
 EY0005.The horizontal coordinates were scaled from a topographic map and have
 EY0005.an estimated accuracy of +/- 6 seconds.
 EY0005
 EY0005.The orthometric height was determined by differential leveling
 EY0005.and adjusted by the  in 1992.
 EY0005.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EY0005.rate of 4.1 thru 8.0 mm/km.
 EY0005
 EY0005.The geoid height was determined by GEOID03.
 EY0005
 EY0005.The dynamic height is computed by dividing the NAVD 88
 EY0005.geopotential number by the normal gravity value computed on the
 EY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0005.degrees latitude (g = 980.6199 gals.).
 EY0005
 EY0005.The modeled gravity was interpolated from observed gravity values.
 EY0005
 EY0005;                    North         East    Units  Estimated Accuracy
 EY0005;SPC NC       -   202,300.      861,260.      MT  (+/- 180 meters Scaled)
 EY0005
 EY0005                          SUPERSEDED SURVEY CONTROL
 EY0005
 EY0005  NGVD 29 (??/??/92)    1.07   (m)            3.5    (f) COMPUTED    3 0
 EY0005
 EY0005.Superseded values are not recommended for survey control.
 EY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0005.See file dsdata.txt to determine how the superseded data were derived.
 EY0005
 EY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE890338(NAD 83)
 EY0005_MARKER: DD = SURVEY DISK
 EY0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0005_MARK LOGO: USE   
 EY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0005+STABILITY: SURFACE MOTION
 EY0005
 EY0005  HISTORY     - Date     Condition        Report By
 EY0005  HISTORY     - UNK      MONUMENTED       DOD
 EY0005  HISTORY     - 1963     GOOD             CGS
 EY0005  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 EY0005
 EY0005                          STATION DESCRIPTION
 EY0005
 EY0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0005'AT FAIRFIELD.
 EY0005'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 EY0005'ADDITION.  (1) THE MARK IS 12 FEET NORTH OF A PECAN TREE.
 EY0005'THE NORTHERNMOST OF THREE BENCH MARKS AT THE INTERSECTION OF
 EY0005'MAIN STREET AND HIGHWAY 94 IN FAIRFIELD, HYDE COUNTY.  191.5 FEET
 EY0005'NORTHEAST OF THE INTERSECTION OF MAIN STREET AND HIGHWAY 94, 37.0
 EY0005'FEET EAST OF A DIRT ROAD RUNNING NORTH AND SOUTH ON THE EAST
 EY0005'SIDE OF A CANAL, 3 FEET NORTH AND 15 FEET EAST OF A WOOD RAILING
 EY0005'FENCE ON THE PROPERTY OF C.S. O NEAL IN FAIRFIELD, AND IS SET IN
 EY0005'THE TOP OF AN 8 INCH TERRA COTTA PIPE FILLED WITH CONCRETE.
 EY0005
 EY0005                          STATION RECOVERY (2004)
 EY0005
 EY0005'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0005'FENCE NO LONGER IN PLACE.  STREET HAS BEEN PAVED.  NUMEROUS PECAN
 EY0005'TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1112 ***********************************************************************
 EZ1112  DESIGNATION -  5 DRD
 EZ1112  PID         -  EZ1112
 EZ1112  STATE/COUNTY-  NC/CHATHAM
 EZ1112  USGS QUAD   -  COKESBURY (1993)
 EZ1112
 EZ1112                         *CURRENT SURVEY CONTROL
 EZ1112  ___________________________________________________________________
 EZ1112* NAD 83(1986)-  35 32 53.     (N)    078 56 56.     (W)     SCALED    
 EZ1112* NAVD 88     -       123.240  (meters)     404.33   (feet)  ADJUSTED  
 EZ1112  ___________________________________________________________________
 EZ1112  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EZ1112  DYNAMIC HT  -         123.132 (meters)     403.98  (feet)  COMP
 EZ1112  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 EZ1112
 EZ1112  VERT ORDER  -  SECOND    CLASS II
 EZ1112
 EZ1112.The horizontal coordinates were scaled from a topographic map and have
 EZ1112.an estimated accuracy of +/- 6 seconds.
 EZ1112
 EZ1112.The orthometric height was determined by differential leveling
 EZ1112.and adjusted in June 1991.
 EZ1112
 EZ1112.The geoid height was determined by GEOID03.
 EZ1112
 EZ1112.The dynamic height is computed by dividing the NAVD 88
 EZ1112.geopotential number by the normal gravity value computed on the
 EZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1112.degrees latitude (g = 980.6199 gals.).
 EZ1112
 EZ1112.The modeled gravity was interpolated from observed gravity values.
 EZ1112
 EZ1112;                    North         East    Units  Estimated Accuracy
 EZ1112;SPC NC       -   199,460.      614,240.      MT  (+/- 180 meters Scaled)
 EZ1112
 EZ1112                          SUPERSEDED SURVEY CONTROL
 EZ1112
 EZ1112  NGVD 29 (??/??/92)  123.470  (m)          405.08   (f) ADJ UNCH    2 2
 EZ1112
 EZ1112.Superseded values are not recommended for survey control.
 EZ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1112.See file dsdata.txt to determine how the superseded data were derived.
 EZ1112
 EZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV859357(NAD 83)
 EZ1112_MARKER: DD = SURVEY DISK
 EZ1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1112_STAMPING: 5 DRD 1960
 EZ1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1112+STABILITY: SURFACE MOTION
 EZ1112
 EZ1112  HISTORY     - Date     Condition        Report By
 EZ1112  HISTORY     - 1960     MONUMENTED       USGS
 EZ1112  HISTORY     - 1974     GOOD             NCGS
 EZ1112  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 EZ1112
 EZ1112                          STATION DESCRIPTION
 EZ1112
 EZ1112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1112'9 MI SE FROM MONCURE.
 EZ1112'TO REACH STATION FROM THE INTERSECTION OF SR 1921 WITH NC 42 AT
 EZ1112'CORINTH, PROCEED EASTERLY AND THEN SOUTHERLY ALONG NC 42 FOR 4.55
 EZ1112'MILES TO THE INTERSECTION WITH SR 1917, AND STATION IN THE NE
 EZ1112'QUADRANT, JUST WEST OF CHATHAM - HARNETT COUNTY LINE, 86.3 FT
 EZ1112'NORTH OF C/L OF NC 42, 25.6 FT ENE OF C/L OF SR 1917, 12.5 FT
 EZ1112'NW OF C/L OF WOODS ROAD, 41.8 FT WEST OF PP WITH ALUMINUM REF.
 EZ1112'TAG, 73.0 FT NE OF CORNER FENCE POST WITH ALUMINUM REF. TAG, AND
 EZ1112'43.5 FT NNW OF TELEPHONE PEDESTAL POST WITH ALUMINUM REF. TAG.
 EZ1112'DISK IS SET IN TOP OF CONCRETE CYLINDER, PROJECTING 6 INCHES
 EZ1112'ABOVE THE GROUND.
 EZ1112
 EZ1112                          STATION RECOVERY (2004)
 EZ1112
 EZ1112'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1112'NOT FOUND.  SR1917 (TRUTH RD) HAS BEEN REALIGNED FROM AN ANGLED
 EZ1112'INTERSECTION WITH NC42 TO A TEE-INTERSECTION. PULLED TAPE FROM PP WITH
 EZ1112'REF TAG.  BANK HAS BEEN CUT TO PROVIDE A DITCH.  TELEPHONE PEDESTAL
 EZ1112'APPEARS TO HAVE BEEN RELOCATED, AND FENCE HAS BEEN REMOVED. (AN OLD
 EZ1112'FENCE POST AND A NEW PEDESTAL ARE SIDE-BY-SIDE, 35 FT SSE OF THE
 EZ1112'ESTIMATED LOCATION OF STATION.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2342 ***********************************************************************
 AI2342  DESIGNATION -  5 EG 3
 AI2342  PID         -  AI2342
 AI2342  STATE/COUNTY-  NC/GUILFORD
 AI2342  USGS QUAD   -  CLIMAX (1982)
 AI2342
 AI2342                         *CURRENT SURVEY CONTROL
 AI2342  ___________________________________________________________________
 AI2342* NAD 83(2001)-  35 56 21.42029(N)    079 40 37.50771(W)     ADJUSTED  
 AI2342* NAVD 88     -       229.51   (meters)     753.0    (feet)  LEVELING  
 AI2342  ___________________________________________________________________
 AI2342  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AI2342  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AI2342  HORZ ORDER  -  SECOND
 AI2342  VERT ORDER  -  THIRD
 AI2342
 AI2342.The horizontal coordinates were established by classical geodetic methods
 AI2342.and adjusted by the National Geodetic Survey in August 2005.
 AI2342
 AI2342.The orthometric height was determined by differential leveling.
 AI2342.The vertical network tie was performed by a horz. field party for horz.
 AI2342.obs reductions. Reset procedures were used to establish the elevation.
 AI2342
 AI2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2342
 AI2342.The geoid height was determined by GEOID03.
 AI2342
 AI2342;                    North         East     Units Scale Factor Converg.
 AI2342;SPC NC       -   243,072.368   548,509.801   MT  0.99994447   -0 23 26.9
 AI2342;SPC NC       -   797,479.93  1,799,569.24   sFT  0.99994447   -0 23 26.9
 AI2342;UTM  17      - 3,978,022.748   619,325.797   MT  0.99977545   +0 46 35.6
 AI2342
 AI2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2342!SPC NC       -   0.99996874  x   0.99994447  =   0.99991321
 AI2342!UTM  17      -   0.99996874  x   0.99977545  =   0.99974419
 AI2342
 AI2342                          SUPERSEDED SURVEY CONTROL
 AI2342
 AI2342  NAD 83(1986)-  35 56 21.42556(N)    079 40 37.51434(W) AD(       ) 2
 AI2342
 AI2342.Superseded values are not recommended for survey control.
 AI2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2342.See file dsdata.txt to determine how the superseded data were derived.
 AI2342
 AI2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1932678023(NAD 83)
 AI2342_MARKER: DD = SURVEY DISK
 AI2342_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI2342_STAMPING: 5 EG 3 1966
 AI2342_MARK LOGO: NCDOT 
 AI2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2342+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 AI2342
 AI2342  HISTORY     - Date     Condition        Report By
 AI2342  HISTORY     - 1966     MONUMENTED       NCDOT
 AI2342  HISTORY     - 19910117 GOOD             NCGS
 AI2342
 AI2342                          STATION DESCRIPTION
 AI2342
 AI2342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2342'STATION IS LOCATED 11.2 MI (18.0 KM) SOUTHEAST OF GREENSBORO AND 2.4
 AI2342'MI (3.9 KM) NORTH-NORTHWEST OF JULIAN. ALONG SR 3549 (LIBERTY ROAD-OLD
 AI2342'US 421) FOR 2.05 MI (3.30 KM) NORTHWEST FROM NC 62 IN JULIAN, TO SR
 AI2342'3381 (MONNETT ROAD), IN THE NORTH QUADRANT OF THE CROSSROADS. MARK IS
 AI2342'FLUSH WITH THE GROUND AND ABOUT 1-FOOT HIGHER THAN THE ROAD. LOCATED
 AI2342'40.0 FT (12.2 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 3549, 50.5 FT
 AI2342'(15.4 M) NORTHWEST OF THE CENTERLINE OF SR 3381, 93.0 FT (28.3 M)
 AI2342'WEST-NORTHWEST OF A 4.5 FT (1.4 M) HIGH SOUTHERN BELL UTILITY BOX--AND
 AI2342'18.5 FT (5.6 M) SOUTHWEST OF A 14 INCH PINE, 1.7 FT (0.5 M)
 AI2342'WEST-SOUTHWEST OF A WOODEN CHURCH SIGN POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2998 ***********************************************************************
 FY2998  DESIGNATION -  5 EOM
 FY2998  PID         -  FY2998
 FY2998  STATE/COUNTY-  NC/PERSON
 FY2998  USGS QUAD   -  ROXBORO (1982)
 FY2998
 FY2998                         *CURRENT SURVEY CONTROL
 FY2998  ___________________________________________________________________
 FY2998* NAD 83(2001)-  36 29 35.85959(N)    078 55 02.50659(W)     ADJUSTED  
 FY2998* NAVD 88     -       178.84   (+/-2cm)     586.7    (feet)  VERTCON   
 FY2998  ___________________________________________________________________
 FY2998  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FY2998  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FY2998  HORZ ORDER  -  SECOND
 FY2998  VERT ORDER  -  THIRD ? (See Below)
 FY2998
 FY2998.The horizontal coordinates were established by classical geodetic methods
 FY2998.and adjusted by the National Geodetic Survey in August 2005.
 FY2998
 FY2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2998.The vertical order pertains to the NGVD 29 superseded value.
 FY2998
 FY2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2998
 FY2998.The geoid height was determined by GEOID03.
 FY2998
 FY2998;                    North         East     Units Scale Factor Converg.
 FY2998;SPC NC       -   304,342.948   617,006.199   MT  1.00010756   +0 02 51.7
 FY2998;SPC NC       -   998,498.49  2,024,294.50   sFT  1.00010756   +0 02 51.7
 FY2998;UTM  17      - 4,040,681.055   686,539.321   MT  1.00002873   +1 14 20.3
 FY2998
 FY2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2998!SPC NC       -   0.99997682  x   1.00010756  =   1.00008438
 FY2998!UTM  17      -   0.99997682  x   1.00002873  =   1.00000555
 FY2998
 FY2998:                Primary Azimuth Mark                     Grid Az
 FY2998:SPC NC       -  TECH                                     018 41 39.8
 FY2998:UTM  17      -  TECH                                     017 30 11.2
 FY2998
 FY2998|---------------------------------------------------------------------|
 FY2998| PID    Reference Object                     Distance      Geod. Az  |
 FY2998|                                                           dddmmss.s |
 FY2998| FY2995 TECH                                APPROX. 0.6 KM 0184431.5 |
 FY2998| FY2999 DAY                                  63.263 METERS 22729     |
 FY2998|---------------------------------------------------------------------|
 FY2998
 FY2998                          SUPERSEDED SURVEY CONTROL
 FY2998
 FY2998  NAD 83(1993)-  36 29 35.85940(N)    078 55 02.50740(W) AD(       ) 2
 FY2998  NAD 83(1986)-  36 29 35.86189(N)    078 55 02.51171(W) AD(       ) 2
 FY2998  NAD 27      -  36 29 35.35583(N)    078 55 03.47808(W) AD(       ) 2
 FY2998  NGVD 29 (07/19/86)  179.14   (m)          587.7    (f) LEVELING    3  
 FY2998
 FY2998.Superseded values are not recommended for survey control.
 FY2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2998.See file dsdata.txt to determine how the superseded data were derived.
 FY2998
 FY2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8653940681(NAD 83)
 FY2998_MARKER: DB = BENCH MARK DISK
 FY2998_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY2998_STAMPING: 5 EOM 1950 587
 FY2998_MARK LOGO: USGS  
 FY2998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2998
 FY2998  HISTORY     - Date     Condition        Report By
 FY2998  HISTORY     - 1950     MONUMENTED       USGS
 FY2998  HISTORY     - 1977     GOOD             NCGS
 FY2998
 FY2998                          STATION DESCRIPTION
 FY2998
 FY2998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2998'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WOODSDALE AND
 FY2998'7.8 MILES NORTH-NORTHEAST OF ROXBORO.
 FY2998'
 FY2998'TO REACH THE STATION FROM THE NORTH CAROLINA-VIRGINIA STATE LINE ON US
 FY2998'501, PROCEED SOUTH-SOUTHWEST ALONG US 501 FOR 3.4 MILES TO T
 FY2998'INTERSECTION WITH SR 1322 (WEST) AND STATION ON LEFT AT A POWER POLE.
 FY2998'
 FY2998'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---5 EOM 1950--
 FY2998'-SET IN THE TOP OF A CONCRETE PRECAST WHICH IS 3 INCHES ABOVE THE
 FY2998'GROUND SURFACE.  THE MARK IS 53.7 FEET EAST-SOUTHEAST OF CENTERLINE OF
 FY2998'US 501, 64.3 FEET EAST-NORTHEAST OF CENTERLINE INTERSECTION OF
 FY2998'HIGHWAY WITH SR 1322, 0.6 FEET WEST-NORTHWEST OF WITNESS SIGN POST,
 FY2998'2.2 FEET WEST OF POWER POLE 20 19 WITH REFERENCE TAG, 13.5 FEET
 FY2998'SOUTHWEST OF 3 INCH CEDAR AND 10.7 FEET NORTH OF 4 INCH CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3238 ***********************************************************************
 FY3238  DESIGNATION -  5 HLZ
 FY3238  PID         -  FY3238
 FY3238  STATE/COUNTY-  NC/ALAMANCE
 FY3238  USGS QUAD   -  BURLINGTON NE (1994)
 FY3238
 FY3238                         *CURRENT SURVEY CONTROL
 FY3238  ___________________________________________________________________
 FY3238* NAD 83(2001)-  36 08 04.50458(N)    079 22 26.19649(W)     ADJUSTED  
 FY3238* NAVD 88     -       201.7    (meters)     662.     (feet)  VERTCON   
 FY3238  ___________________________________________________________________
 FY3238  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FY3238  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FY3238  HORZ ORDER  -  SECOND
 FY3238
 FY3238.The horizontal coordinates were established by classical geodetic methods
 FY3238.and adjusted by the National Geodetic Survey in August 2005.
 FY3238
 FY3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3238
 FY3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3238
 FY3238.The geoid height was determined by GEOID03.
 FY3238
 FY3238;                    North         East     Units Scale Factor Converg.
 FY3238;SPC NC       -   264,597.261   575,942.854   MT  0.99999120   -0 12 57.0
 FY3238;SPC NC       -   868,099.51  1,889,572.51   sFT  0.99999120   -0 12 57.0
 FY3238;UTM  17      - 4,000,100.473   646,309.230   MT  0.99986376   +0 57 32.5
 FY3238
 FY3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3238!SPC NC       -   0.99997309  x   0.99999120  =   0.99996429
 FY3238!UTM  17      -   0.99997309  x   0.99986376  =   0.99983686
 FY3238
 FY3238                          SUPERSEDED SURVEY CONTROL
 FY3238
 FY3238  NAD 83(1993)-  36 08 04.50641(N)    079 22 26.20419(W) AD(       ) 2
 FY3238  NAD 83(1986)-  36 08 04.50664(N)    079 22 26.20469(W) AD(       ) 2
 FY3238  NAD 27      -  36 08 04.01863(N)    079 22 27.13395(W) AD(       ) 2
 FY3238  NGVD 29 (07/19/86)  202.0    (m)          663.     (f) VERT ANG    3  
 FY3238
 FY3238.Superseded values are not recommended for survey control.
 FY3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3238.See file dsdata.txt to determine how the superseded data were derived.
 FY3238
 FY3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4630900100(NAD 83)
 FY3238_MARKER: DB = BENCH MARK DISK
 FY3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3238_STAMPING: 5 HLZ 1967 663
 FY3238_MARK LOGO: USGS  
 FY3238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3238+STABILITY: SURFACE MOTION
 FY3238
 FY3238  HISTORY     - Date     Condition        Report By
 FY3238  HISTORY     - 1968     MONUMENTED       USGS
 FY3238  HISTORY     - 1988     GOOD             USPSQD
 FY3238  HISTORY     - 19910601 MARK NOT FOUND   USPSQD
 FY3238  HISTORY     - 20030319 SEE DESCRIPTION  NCGS
 FY3238  HISTORY     - 20040614 MARK NOT FOUND   USPSQD
 FY3238  HISTORY     - 20050928 MARK NOT FOUND   USPSQD
 FY3238
 FY3238                          STATION DESCRIPTION
 FY3238
 FY3238'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FY3238'LOCATED 3 MILES N OF BRIDGE OVER HAW RIVER AT HOPEDALE, ALONG
 FY3238'COUNTY ROAD 1729, THENCE 0.8 MILE S ALONG COUNTY ROAD
 FY3238'1735.  103 FEET NE OF AND ONE FOOT HIGHER THAN CENTER LINE OF
 FY3238'COUNTY ROAD 1735 AT JUNCTION OF COUNTY ROAD 1752.  ONE FOOT S
 FY3238'OF WITNESS POST.  MARK IS A STANDARD TABLET STAMPED 5 HLS 1967
 FY3238'663 SET IN CONCRETE POST AND PROJECTS 0.2 FOOT, PAINTED BM
 FY3238'662.6.
 FY3238
 FY3238                          STATION RECOVERY (1988)
 FY3238
 FY3238'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 FY3238'RECOVERED IN GOOD CONDITION.
 FY3238
 FY3238                          STATION RECOVERY (1991)
 FY3238
 FY3238'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3238'MARK NOT FOUND.
 FY3238
 FY3238                          STATION RECOVERY (2003)
 FY3238
 FY3238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY3238'STATION IS DESTROYED.
 FY3238
 FY3238                          STATION RECOVERY (2004)
 FY3238
 FY3238'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3238'MARK NOT FOUND.
 FY3238
 FY3238                          STATION RECOVERY (2005)
 FY3238
 FY3238'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0371 ***********************************************************************
 FA0371  DESIGNATION -  5 JRH
 FA0371  PID         -  FA0371
 FA0371  STATE/COUNTY-  NC/MECKLENBURG
 FA0371  USGS QUAD   -  FORT MILL (1993)
 FA0371
 FA0371                         *CURRENT SURVEY CONTROL
 FA0371  ___________________________________________________________________
 FA0371* NAD 83(1986)-  35 07 16.     (N)    080 52 51.     (W)     SCALED    
 FA0371* NAVD 88     -       209.813  (meters)     688.36   (feet)  ADJUSTED  
 FA0371  ___________________________________________________________________
 FA0371  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA0371  DYNAMIC HT  -         209.623 (meters)     687.74  (feet)  COMP
 FA0371  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FA0371
 FA0371  VERT ORDER  -  SECOND    CLASS II
 FA0371
 FA0371.The horizontal coordinates were scaled from a topographic map and have
 FA0371.an estimated accuracy of +/- 6 seconds.
 FA0371
 FA0371.The orthometric height was determined by differential leveling
 FA0371.and adjusted in June 1991.
 FA0371
 FA0371.The geoid height was determined by GEOID03.
 FA0371
 FA0371.The dynamic height is computed by dividing the NAVD 88
 FA0371.geopotential number by the normal gravity value computed on the
 FA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0371.degrees latitude (g = 980.6199 gals.).
 FA0371
 FA0371.The modeled gravity was interpolated from observed gravity values.
 FA0371
 FA0371;                    North         East    Units  Estimated Accuracy
 FA0371;SPC NC       -   153,720.      438,190.      MT  (+/- 180 meters Scaled)
 FA0371
 FA0371                          SUPERSEDED SURVEY CONTROL
 FA0371
 FA0371  NGVD 29 (??/??/92)  210.044  (m)          689.12   (f) ADJ UNCH    2 0
 FA0371
 FA0371.Superseded values are not recommended for survey control.
 FA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0371.See file dsdata.txt to determine how the superseded data were derived.
 FA0371
 FA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU108864(NAD 83)
 FA0371_MARKER: DE = TRAVERSE STATION DISK
 FA0371_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA0371_SP_SET: WALKWAY
 FA0371_STAMPING: ET 5 JRH 1965
 FA0371_MARK LOGO: USGS  
 FA0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0371+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2007
 FA0371
 FA0371  HISTORY     - Date     Condition        Report By
 FA0371  HISTORY     - 1965     MONUMENTED       USGS
 FA0371  HISTORY     - 1972     GOOD             NCGS
 FA0371  HISTORY     - 1987     GOOD             USPSQD
 FA0371  HISTORY     - 1989     GOOD             USPSQD
 FA0371  HISTORY     - 20021030 GOOD             NCGS
 FA0371  HISTORY     - 20050331 GOOD             USPSQD
 FA0371  HISTORY     - 20060907 GOOD             USPSQD
 FA0371  HISTORY     - 20070106 GOOD             USPSQD
 FA0371
 FA0371                          STATION DESCRIPTION
 FA0371
 FA0371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0371'3.5 MI NNE FROM PINEVILLE.
 FA0371'STATION IS ABOUT 2.7 MILES NNE ALONG U.S. 521 (PINEVILLE RD.)
 FA0371'FROM JUNCTION WITH NC 51 IN PINEVILLE TO A PRIVATE ROAD LEFT
 FA0371'LEADING SW TO LANCE PACKING PLANT, THENCE 0.1 MI. SW TO BRIDGE
 FA0371'OVER SOUTHERN RR, 40.0 FT W OF E END OF BRIDGE, 15.0 FT N OF
 FA0371'C/L OF BRIDGE, 2.0 FT S OF N CONCRETE GUARD RAIL, AND SET IN THE
 FA0371'CONCRETE WALKWAY.
 FA0371
 FA0371                          STATION RECOVERY (1987)
 FA0371
 FA0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0371'RECOVERED IN GOOD CONDITION.
 FA0371
 FA0371                          STATION RECOVERY (1989)
 FA0371
 FA0371'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0371'RECOVERED IN GOOD CONDITION.
 FA0371
 FA0371                          STATION RECOVERY (2002)
 FA0371
 FA0371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA0371'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. ALONG SOUTH
 FA0371'BLVD-US 521 FOR 1.4 MI (2.3 KM) NORTH FROM I-485, THENCE WEST FOR 0.1
 FA0371'MI (0.2 KM) ALONG THE ENTRANCE ROAD TO LANCE PACKING PLANT, OR 0.3 MI
 FA0371'(0.5 KM) SOUTH FROM HEBRON ROAD.
 FA0371
 FA0371                          STATION RECOVERY (2005)
 FA0371
 FA0371'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA0371'RECOVERED IN GOOD CONDITION.
 FA0371
 FA0371                          STATION RECOVERY (2006)
 FA0371
 FA0371'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0371'RECOVERED IN GOOD CONDITION.
 FA0371
 FA0371                          STATION RECOVERY (2007)
 FA0371
 FA0371'RECOVERY NOTE BY US POWER SQUADRON 2007 (HWP)
 FA0371'THIS MARKER PREVIOUSLY REPORTED GOOD ON 09/07/2006 BY USPSQD. HOWEVER,
 FA0371'THIS REPORT IS TO ADVISE THAT THE BRIDGE ON WHICH IT IS INSTALLED IS
 FA0371'TARGETED FOR DESTRUCTION/REMOVAL IN THE VERY NEAR FUTURE. NGS CAN
 FA0371'POSSIBLY RETRIEVE MARKER PRIOR TO DESTRUCTION IF THIS IS DESIRED. FOR
 FA0371'COMPLETE CONSTRUCTION PROGRESS ON THE PUBLIC TRANSPORTATION LIGHT RAIL
 FA0371'PROJECT VISIT WWW.CHARLOTTEFUTURE.COM
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2723 ***********************************************************************
 FA2723  DESIGNATION -  5 JS 14
 FA2723  PID         -  FA2723
 FA2723  STATE/COUNTY-  NC/IREDELL
 FA2723  USGS QUAD   -  SHEPHERDS (1969)
 FA2723
 FA2723                         *CURRENT SURVEY CONTROL
 FA2723  ___________________________________________________________________
 FA2723* NAD 83(2001)-  35 40 38.03574(N)    080 50 49.48866(W)     ADJUSTED  
 FA2723* NAVD 88     -       285.76   (+/-2cm)     937.5    (feet)  VERTCON   
 FA2723  ___________________________________________________________________
 FA2723  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FA2723  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA2723  HORZ ORDER  -  SECOND
 FA2723  VERT ORDER  -  THIRD ? (See Below)
 FA2723
 FA2723.The horizontal coordinates were established by classical geodetic methods
 FA2723.and adjusted by the National Geodetic Survey in August 2005.
 FA2723
 FA2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2723.The vertical order pertains to the NGVD 29 superseded value.
 FA2723
 FA2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2723
 FA2723.The geoid height was determined by GEOID03.
 FA2723
 FA2723;                    North         East     Units Scale Factor Converg.
 FA2723;SPC NC       -   215,345.777   442,412.034   MT  0.99990009   -1 03 57.9
 FA2723;SPC NC       -   706,513.60  1,451,480.15   sFT  0.99990009   -1 03 57.9
 FA2723;UTM  17      - 3,948,160.515   513,838.247   MT  0.99960236   +0 05 21.1
 FA2723
 FA2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2723!SPC NC       -   0.99996012  x   0.99990009  =   0.99986021
 FA2723!UTM  17      -   0.99996012  x   0.99960236  =   0.99956250
 FA2723
 FA2723                          SUPERSEDED SURVEY CONTROL
 FA2723
 FA2723  NAD 83(1986)-  35 40 38.04774(N)    080 50 49.49504(W) AD(       ) 2
 FA2723  NAD 27      -  35 40 37.55976(N)    080 50 50.24501(W) AD(       ) 2
 FA2723  NGVD 29 (07/19/86)  285.97   (m)          938.2    (f) LEVELING    3  
 FA2723
 FA2723.Superseded values are not recommended for survey control.
 FA2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2723.See file dsdata.txt to determine how the superseded data were derived.
 FA2723
 FA2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1383848161(NAD 83)
 FA2723_MARKER: DH = HORIZONTAL CONTROL DISK
 FA2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2723_STAMPING: 5 JS 14 1960 938.20
 FA2723_MARK LOGO: NCSHC 
 FA2723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2723+STABILITY: SURFACE MOTION
 FA2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2723+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1991
 FA2723
 FA2723  HISTORY     - Date     Condition        Report By
 FA2723  HISTORY     - 1974     MONUMENTED       NCSHC
 FA2723  HISTORY     - 19911106 GOOD             NCGS
 FA2723
 FA2723                          STATION DESCRIPTION
 FA2723
 FA2723'DESCRIBED BY NC STATE HWYS COMM 1974 (JWC)
 FA2723'5 JS 14 IS A TRAVERSE STATION ESTABLISHED BY N. C. STATE HIGHWAY
 FA2723'COMMISSION IN THE VICINITY OF TROUTMAN, NORTH CAROLINA IN 1971,
 FA2723'AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FA2723'
 FA2723'5 JS 14 IS LOCATED APPROXIMATELY 2.6 MILES SE OF TROUTMAN, AND 7.2
 FA2723'MILES NNW OF MOORESVILLE.  TO REACH STATION FROM U.S. 21 AND NC 115
 FA2723'UNDERPASS OF I-77 SSE OF TROUTMAN, PROCEED NW ALONG U.S. 21 AND NC
 FA2723'115 FOR 0.4 MILE TO INTERSECTION WITH SR 2375 ON RIGHT (AT SMALL
 FA2723'COMMUNITY OF OSWALT), THENCE ENE ALONG SR 2375 FOR 0.75 MILE TO
 FA2723'STATION ON RIGHT IN FRONT YARD OF MOBILE HOME, 0.4 MILE EAST OF SR
 FA2723'2375 OVERPASS OF I-77.
 FA2723'
 FA2723'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 FA2723'STAMPED 5 JS 14 1960, SET IN TOP OF PRECAST MONUMENT THE TOP OF
 FA2723'WHICH IS 4 INCHES ABOVE THE GROUND.
 FA2723'
 FA2723'MARK IS 34.1 FT SW OF C/L OF SR 2375.
 FA2723'
 FA2723'32.0 FT NW OF C/L OF DRIVEWAY TO MOBILE HOME.
 FA2723'
 FA2723'5.0 FT SW OF TELEPHONE PEDESTAL (6X6).
 FA2723'
 FA2723'85.8 FT SE OF PROPERTY IRON.
 FA2723
 FA2723                          STATION RECOVERY (1991)
 FA2723
 FA2723'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2723'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 FA2723'MOORESVILLE. PROCEED ALONG US 21-NC 115 FOR 0.4 MI (0.6 KM) NORTH FROM
 FA2723'THE I-77 OVERPASS, THENCE EAST FOR 0.75 MI (1.21 KM) ALONG SR 2375
 FA2723'(HOUSTON ROAD) TO THE STATION, ON THE SOUTH SIDE OF THE ROAD, OR 0.15
 FA2723'MI (0.24 KM) EAST OF AN ELECTRIC TRANSMISSION POWER LINE CROSSING.
 FA2723'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND PROJECTS 2 INCHES ABOVE
 FA2723'GROUND. LOCATED 34.5 FT (10.5 M) SOUTHWEST OF THE CENTERLINE OF SR
 FA2723'2375, 33.0 FT (10.1 M) NORTHWEST OF THE CENTER OF A DIRT DRIVEWAY,
 FA2723'67.0 FT (20.4 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 FA2723'5.1 FT (1.6 M) SOUTHWEST OF A TELEPHONE PEDESTAL, AND 82.0 FT (25.0 M)
 FA2723'SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2747 ***********************************************************************
 FA2747  DESIGNATION -  5 JS 21
 FA2747  PID         -  FA2747
 FA2747  STATE/COUNTY-  NC/IREDELL
 FA2747  USGS QUAD   -  MOORESVILLE (1993)
 FA2747
 FA2747                         *CURRENT SURVEY CONTROL
 FA2747  ___________________________________________________________________
 FA2747* NAD 83(2001)-  35 33 03.80442(N)    080 51 23.17776(W)     ADJUSTED  
 FA2747* NAVD 88     -       264.43   (+/-2cm)     867.6    (feet)  VERTCON   
 FA2747  ___________________________________________________________________
 FA2747  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 FA2747  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 FA2747  HORZ ORDER  -  SECOND
 FA2747  VERT ORDER  -  THIRD ? (See Below)
 FA2747
 FA2747.The horizontal coordinates were established by classical geodetic methods
 FA2747.and adjusted by the National Geodetic Survey in August 2005.
 FA2747
 FA2747.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2747.The vertical order pertains to the NGVD 29 superseded value.
 FA2747
 FA2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2747
 FA2747.The geoid height was determined by GEOID03.
 FA2747
 FA2747;                    North         East     Units Scale Factor Converg.
 FA2747;SPC NC       -   201,366.135   441,303.324   MT  0.99988619   -1 04 17.3
 FA2747;SPC NC       -   660,648.73  1,447,842.66   sFT  0.99988619   -1 04 17.3
 FA2747;UTM  17      - 3,934,165.430   513,011.819   MT  0.99960209   +0 05 00.5
 FA2747
 FA2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2747!SPC NC       -   0.99996341  x   0.99988619  =   0.99984960
 FA2747!UTM  17      -   0.99996341  x   0.99960209  =   0.99956551
 FA2747
 FA2747                          SUPERSEDED SURVEY CONTROL
 FA2747
 FA2747  NAD 83(1986)-  35 33 03.81807(N)    080 51 23.18602(W) AD(       ) 2
 FA2747  NAD 27      -  35 33 03.33062(N)    080 51 23.93784(W) AD(       ) 2
 FA2747  NGVD 29 (07/19/86)  264.64   (m)          868.2    (f) LEVELING    3  
 FA2747
 FA2747.Superseded values are not recommended for survey control.
 FA2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2747.See file dsdata.txt to determine how the superseded data were derived.
 FA2747
 FA2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1301234165(NAD 83)
 FA2747_MARKER: DD = SURVEY DISK
 FA2747_SETTING: 0 = UNSPECIFIED SETTING
 FA2747_STAMPING: 5 JS 21 1962
 FA2747_MARK LOGO: NCHPWC
 FA2747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2747
 FA2747  HISTORY     - Date     Condition        Report By
 FA2747  HISTORY     - 1974     MONUMENTED       NCHPWC
 FA2747  HISTORY     - 1986     GOOD             USPSQD
 FA2747  HISTORY     - 19980314 GOOD             USPSQD
 FA2747
 FA2747                          STATION DESCRIPTION
 FA2747
 FA2747'DESCRIBED BY NC HWY AND P W COMM 1974 (JWC)
 FA2747'5 JS 21 IS A TRAVERSE STATION ESTABLISHED BY N. C. STATE HIGHWAY
 FA2747'COMMISSION IN THE VICINITY OF MOORESVILLE, NORTH CAROLINA IN 1962,
 FA2747'AND TRAVERSED THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FA2747'
 FA2747'5 JS 21 IS LOCATED APPROXIMATELY 3.2 MILES SW OF MOORESVILLE, AND
 FA2747'3.6 MILES NW OF DAVIDSON.  TO REACH STATION FROM THE U.S. 21 - SR
 FA2747'1109 OVERPASS OF I-77 SW OF MOORESVILLE, PROCEED EAST ALONG U.S. 21
 FA2747'FOR 0.10 MILE TO INTERSECTION ON LEFT AT TOP OF 12 FOOT CUT NEAR
 FA2747'SW CORNER OF GARDEN BEHIND PARSONAGE OF CENTRE PRESBYTERIAN CHURCH.
 FA2747'
 FA2747'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION MARKER,
 FA2747'STAMPED---5 JS 21 1962---SET IN PRECAST MONUMENT, PROJECTING 2 INCHES
 FA2747'ABOVE THE GROUND.
 FA2747'
 FA2747'MARK IS SLOPE 50.7 FT ESE OF C/L OF SR 1108.
 FA2747'
 FA2747'50.8 FT WNW OF PP WITH ALUMINUM REF. TAG.
 FA2747'
 FA2747'24.8 FT NNE OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG.
 FA2747'
 FA2747'2.5 FT ESE OF EDGE OF CUT.
 FA2747
 FA2747                          STATION RECOVERY (1986)
 FA2747
 FA2747'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2747'RECOVERED IN GOOD CONDITION.
 FA2747
 FA2747                          STATION RECOVERY (1998)
 FA2747
 FA2747'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4856 ***********************************************************************
 FA4856  DESIGNATION -  5 JWG
 FA4856  PID         -  FA4856
 FA4856  STATE/COUNTY-  NC/GASTON
 FA4856  USGS QUAD   -  CHERRYVILLE (1973)
 FA4856
 FA4856                         *CURRENT SURVEY CONTROL
 FA4856  ___________________________________________________________________
 FA4856* NAD 83(2001)-  35 22 58.51872(N)    081 22 38.24101(W)     NO CHECK  
 FA4856* NAVD 88     -       292.39   (+/-2cm)     959.3    (feet)  VERTCON   
 FA4856  ___________________________________________________________________
 FA4856  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 FA4856  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FA4856  HORZ ORDER  -  SECOND
 FA4856  VERT ORDER  -  THIRD (See Below)
 FA4856
 FA4856.The horizontal coordinates were established by classical geodetic methods
 FA4856.and adjusted by the National Geodetic Survey in August 2005.
 FA4856.No horizontal observational check was made to the station.
 FA4856
 FA4856.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4856.The vertical order pertains to the NGVD 29 superseded value.
 FA4856
 FA4856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4856
 FA4856.The geoid height was determined by GEOID03.
 FA4856
 FA4856;                    North         East     Units Scale Factor Converg.
 FA4856;SPC NC       -   183,726.175   393,646.292   MT  0.99987520   -1 22 19.6
 FA4856;SPC NC       -   602,774.96  1,291,487.88   sFT  0.99987520   -1 22 19.6
 FA4856;UTM  17      - 3,915,574.318   465,732.813   MT  0.99961447   -0 13 06.5
 FA4856
 FA4856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4856!SPC NC       -   0.99995909  x   0.99987520  =   0.99983429
 FA4856!UTM  17      -   0.99995909  x   0.99961447  =   0.99957357
 FA4856
 FA4856                          SUPERSEDED SURVEY CONTROL
 FA4856
 FA4856  NAD 83(1986)-  35 22 58.53312(N)    081 22 38.24147(W) AD(       ) 2
 FA4856  NGVD 29 (09/01/92)  292.61   (m)          960.0    (f) LEVELING    3  
 FA4856
 FA4856.Superseded values are not recommended for survey control.
 FA4856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4856.See file dsdata.txt to determine how the superseded data were derived.
 FA4856
 FA4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6573315574(NAD 83)
 FA4856_MARKER: DB = BENCH MARK DISK
 FA4856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA4856_SP_SET: CONCRETE RETAINER WALL
 FA4856_STAMPING: 5 JWG 1973 960
 FA4856_MARK LOGO: USGS  
 FA4856_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4856+STABILITY: SURFACE MOTION
 FA4856
 FA4856  HISTORY     - Date     Condition        Report By
 FA4856  HISTORY     - 1973     MONUMENTED       USGS
 FA4856  HISTORY     - 19870101 GOOD             NCGS
 FA4856  HISTORY     - 20000107 GOOD             USPSQD
 FA4856
 FA4856                          STATION DESCRIPTION
 FA4856
 FA4856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA4856'STATION IS LOCATED IN CHERRYVILLE.
 FA4856'AT THE JUNCTION OF CHURCH STREET AND PINK STREET, ABOUT 400 FEET
 FA4856'SOUTH-SOUTHEAST OF FIRST UNITED METHODIST CHURCH, IN THE SOUTHWEST
 FA4856'CORNER OF A RETAINER WALL.
 FA4856'MARK IS ABOUT 3 FT (0.9 M) HIGHER THAN THE CROSSROADS.  LOCATED 9.15 M
 FA4856'(30.02 FT) NORTHEAST OF THE CENTERLINE OF THE INTERSECTION OF CHURCH
 FA4856'STREET AND PINK STREET.
 FA4856
 FA4856                          STATION RECOVERY (2000)
 FA4856
 FA4856'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3828 ***********************************************************************
 AI3828  DESIGNATION -  5 MEA
 AI3828  PID         -  AI3828
 AI3828  STATE/COUNTY-  NC/GRANVILLE
 AI3828  USGS QUAD   -  SATTERWHITE (1981)
 AI3828
 AI3828                         *CURRENT SURVEY CONTROL
 AI3828  ___________________________________________________________________
 AI3828* NAD 83(2001)-  36 25 33.32094(N)    078 42 42.55542(W)     ADJUSTED  
 AI3828* NAVD 88     -       134.56   (+/-2cm)     441.5    (feet)  VERTCON   
 AI3828  ___________________________________________________________________
 AI3828  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 AI3828  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AI3828  HORZ ORDER  -  SECOND
 AI3828  VERT ORDER  -  THIRD ? (See Below)
 AI3828
 AI3828.The horizontal coordinates were established by classical geodetic methods
 AI3828.and adjusted by the National Geodetic Survey in August 2005.
 AI3828
 AI3828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3828.The vertical order pertains to the NGVD 29 superseded value.
 AI3828
 AI3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3828
 AI3828.The geoid height was determined by GEOID03.
 AI3828
 AI3828;                    North         East     Units Scale Factor Converg.
 AI3828;SPC NC       -   296,900.580   635,446.170   MT  1.00008268   +0 09 58.8
 AI3828;SPC NC       -   974,081.32  2,084,792.98   sFT  1.00008268   +0 09 58.8
 AI3828;UTM  17      - 4,033,624.083   705,129.723   MT  1.00011846   +1 21 33.0
 AI3828
 AI3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3828!SPC NC       -   0.99998380  x   1.00008268  =   1.00006648
 AI3828!UTM  17      -   0.99998380  x   1.00011846  =   1.00010226
 AI3828
 AI3828                          SUPERSEDED SURVEY CONTROL
 AI3828
 AI3828  NAD 83(1986)-  36 25 33.32616(N)    078 42 42.55915(W) AD(       ) 2
 AI3828  NGVD 29 (03/10/00)  134.82   (m)          442.3    (f) LEVELING    3  
 AI3828
 AI3828.Superseded values are not recommended for survey control.
 AI3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3828.See file dsdata.txt to determine how the superseded data were derived.
 AI3828
 AI3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0513033624(NAD 83)
 AI3828_MARKER: DB = BENCH MARK DISK
 AI3828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3828_SP_SET: CONCRETE HEADWALL
 AI3828_STAMPING: 5 MEA 1977 442
 AI3828_MARK LOGO: USGS  
 AI3828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3828+STABILITY: SURFACE MOTION
 AI3828
 AI3828  HISTORY     - Date     Condition        Report By
 AI3828  HISTORY     - 1977     MONUMENTED       USGS
 AI3828  HISTORY     - 19840501 GOOD             NCGS
 AI3828
 AI3828                          STATION DESCRIPTION
 AI3828
 AI3828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3828'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) SOUTH-SOUTHEAST OF
 AI3828'VIRGILINA, VA. ALONG NC 96 FOR 1.7 KM (1.05 MI) SOUTHEAST FROM SR 1321
 AI3828'(IN OAK HILL),IN EAST HEADWALL OF CULVERT AT BEARSKIN CREEK. MARK IS 2
 AI3828'FEET LOWER THAN THE ROAD.  LOCATED 2.9 M (9.5 FT) SOUTH OF THE NORTH
 AI3828'END OF THE HEADWALL, 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF THE
 AI3828'ROAD, AND 274 M (900 FT) SOUTHEAST OF NCGS STATION--NABOR 1984--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1988 ***********************************************************************
 EA1988  DESIGNATION -  5 PLUS
 EA1988  PID         -  EA1988
 EA1988  STATE/COUNTY-  NC/CARTERET
 EA1988  USGS QUAD   -  MANSFIELD (1994)
 EA1988
 EA1988                         *CURRENT SURVEY CONTROL
 EA1988  ___________________________________________________________________
 EA1988* NAD 83(2001)-  34 43 23.07656(N)    076 50 25.59769(W)     ADJUSTED  
 EA1988* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA1988  ___________________________________________________________________
 EA1988  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EA1988  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EA1988  HORZ ORDER  -  THIRD
 EA1988
 EA1988.The horizontal coordinates were established by classical geodetic methods
 EA1988.and adjusted by the National Geodetic Survey in August 2005.
 EA1988
 EA1988.The orthometric height was scaled from a topographic map.
 EA1988
 EA1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1988
 EA1988.The geoid height was determined by GEOID03.
 EA1988
 EA1988;                    North         East     Units Scale Factor Converg.
 EA1988;SPC NC       -   110,095.775   807,372.580   MT  0.99991488   +1 14 47.2
 EA1988;SPC NC       -   361,205.89  2,648,854.87   sFT  0.99991488   +1 14 47.2
 EA1988;UTM  18      - 3,843,876.029   331,482.360   MT  0.99995003   -1 02 54.9
 EA1988
 EA1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1988!SPC NC       -   1.00000593  x   0.99991488  =   0.99992080
 EA1988!UTM  18      -   1.00000593  x   0.99995003  =   0.99995596
 EA1988
 EA1988:                Primary Azimuth Mark                     Grid Az
 EA1988:SPC NC       -  SPOONERS                                 083 47 06.5
 EA1988:UTM  18      -  SPOONERS                                 086 04 48.6
 EA1988
 EA1988|---------------------------------------------------------------------|
 EA1988| PID    Reference Object                     Distance      Geod. Az  |
 EA1988|                                                           dddmmss.s |
 EA1988| EA1981 SPOONERS                            APPROX. 3.1 KM 0850153.7 |
 EA1988|---------------------------------------------------------------------|
 EA1988
 EA1988                          SUPERSEDED SURVEY CONTROL
 EA1988
 EA1988  NAD 83(1986)-  34 43 23.08651(N)    076 50 25.60696(W) AD(       ) 3
 EA1988  NAD 27      -  34 43 22.50000(N)    076 50 26.82000(W) AD(       ) 3
 EA1988
 EA1988.Superseded values are not recommended for survey control.
 EA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1988.See file dsdata.txt to determine how the superseded data were derived.
 EA1988
 EA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3148243876(NAD 83)
 EA1988_MARKER: N = NAIL
 EA1988_SETTING: 0 = UNSPECIFIED SETTING
 EA1988_MARK LOGO: USE   
 EA1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1988
 EA1988  HISTORY     - Date     Condition        Report By
 EA1988  HISTORY     - 1933     MONUMENTED       USE
 EA1988  HISTORY     - 1946     MARK NOT FOUND   CGS
 EA1988  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1988  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA1988
 EA1988                          STATION DESCRIPTION
 EA1988
 EA1988'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA1988'STATION IS A NAIL SET IN CEMENT IN A 4-INCH VITRIFIED CLAY TILE
 EA1988'SET UPRIGHT IN THE GROUND AND FILLED WITH CEMENT.  TILE PROJECTS
 EA1988'18 INCHES ABOVE GROUND SURFACE.  MARK IS ON AN IRREGULAR
 EA1988'SHAPED, ISOLATED SPOIL BANK COVERED WITH SHELLS, BARE OF
 EA1988'VEGETATION, AND LOCATED A FEW METERS S OF THE MAIN CHANNEL OF
 EA1988'BOGUE SOUND.  MARK IS 20 METERS W OF, 9 METERS N OF,
 EA1988'4 METERS E OF, AND 8.5 METERS S OF MEAN HIGH-WATER
 EA1988'LINE.  APPROXIMATELY 300 YARDS WSW OF BEACON NO. 5.  ABOUT 1/2
 EA1988'MILE SSW OF MAINLAND WHICH IS WOODED OPPOSITE SPOIL BANK.
 EA1988'SSW OF A LARGE 2-STORY WHITE HOUSE (ON MAINLAND) HAVING 2
 EA1988'SETS OF WHITE STEPS LEADING DOWN TO THE WATER FRONT.
 EA1988'THIS HOUSE HAS A ROCK SEAWALL S OF IT.  MARK IS S AND SSE
 EA1988'OF A GROUP OF BUILDINGS ON THE MAINLAND, SEVERAL OF WHICH
 EA1988'ARE PAINTED RED.  THERE IS A WATER TOWER AMONG THE GROUP OF
 EA1988'BUILDINGS.
 EA1988'
 EA1988'CONNECTION TO TRIANGULATION SCHEME MADE OF CUTS FROM MAIN
 EA1988'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA1988
 EA1988                          STATION RECOVERY (1946)
 EA1988
 EA1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1988'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  SPOIL BANKS IN
 EA1988'THE AREA SHOW SIGNS OF WASHING AND MOVING.  STATION IS LOST.
 EA1988
 EA1988                          STATION RECOVERY (2003)
 EA1988
 EA1988'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1988'MARK NOT FOUND.
 EA1988
 EA1988                          STATION RECOVERY (2004)
 EA1988
 EA1988'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2916 ***********************************************************************
 FZ2916  DESIGNATION -  5 RJN
 FZ2916  PID         -  FZ2916
 FZ2916  STATE/COUNTY-  NC/ALLEGHANY
 FZ2916  USGS QUAD   -  LAUREL SPRINGS (1996)
 FZ2916
 FZ2916                         *CURRENT SURVEY CONTROL
 FZ2916  ___________________________________________________________________
 FZ2916* NAD 83(2007)-  36 25 18.38114(N)    081 15 10.51704(W)     ADJUSTED  
 FZ2916* NAVD 88     -       852.33   (+/-2cm)    2796.4    (feet)  VERTCON   
 FZ2916  ___________________________________________________________________
 FZ2916  EPOCH DATE  -        2002.00
 FZ2916  X           -     781,504.792 (meters)                     COMP
 FZ2916  Y           -  -5,079,240.637 (meters)                     COMP
 FZ2916  Z           -   3,766,440.288 (meters)                     COMP
 FZ2916  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FZ2916  ELLIP HEIGHT-         820.771 (meters)          (02/10/07) ADJUSTED
 FZ2916  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FZ2916
 FZ2916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2916  Type    PID    Designation                      North   East  Ellip
 FZ2916  -------------------------------------------------------------------
 FZ2916  NETWORK FZ2916 5 RJN                             0.73   0.63   1.45
 FZ2916  -------------------------------------------------------------------
 FZ2916  VERT ORDER  -  THIRD ? (See Below)
 FZ2916
 FZ2916.The horizontal coordinates were established by GPS observations
 FZ2916.and adjusted by the National Geodetic Survey in February 2007.
 FZ2916
 FZ2916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2916.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2916.The epoch date for horizontal control is a decimal equivalence
 FZ2916.of Year/Month/Day.
 FZ2916
 FZ2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2916.The vertical order pertains to the NGVD 29 superseded value.
 FZ2916
 FZ2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2916
 FZ2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2916
 FZ2916.The ellipsoidal height was determined by GPS observations
 FZ2916.and is referenced to NAD 83.
 FZ2916
 FZ2916.The geoid height was determined by GEOID03.
 FZ2916
 FZ2916;                    North         East     Units Scale Factor Converg.
 FZ2916;SPC NC       -   298,695.296   407,557.607   MT  1.00008120   -1 18 01.1
 FZ2916;SPC NC       -   979,969.48  1,337,128.58   sFT  1.00008120   -1 18 01.1
 FZ2916;UTM  17      - 4,030,760.556   477,326.772   MT  0.99960633   -0 09 00.6
 FZ2916
 FZ2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2916!SPC NC       -   0.99987120  x   1.00008120  =   0.99995239
 FZ2916!UTM  17      -   0.99987120  x   0.99960633  =   0.99947758
 FZ2916
 FZ2916                          SUPERSEDED SURVEY CONTROL
 FZ2916
 FZ2916  NAD 83(2001)-  36 25 18.38133(N)    081 15 10.51690(W) AD(       ) 1
 FZ2916  ELLIP H (03/27/03)  820.774  (m)                       GP(       ) 4 2
 FZ2916  NAD 83(1995)-  36 25 18.38201(N)    081 15 10.51701(W) AD(       ) 1
 FZ2916  NAD 83(1993)-  36 25 18.38633(N)    081 15 10.52215(W) AD(       ) 1
 FZ2916  NAD 83(1986)-  36 25 18.39136(N)    081 15 10.52545(W) AD(       ) 2
 FZ2916  NAD 83(1986)-  36 25 18.39136(N)    081 15 10.52545(W) AD(       ) 1
 FZ2916  NGVD 29 (10/27/97)  852.46   (m)         2796.8    (f) LEVELING    3  
 FZ2916
 FZ2916.Superseded values are not recommended for survey control.
 FZ2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2916.See file dsdata.txt to determine how the superseded data were derived.
 FZ2916
 FZ2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7732730761(NAD 83)
 FZ2916_MARKER: DD = SURVEY DISK
 FZ2916_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FZ2916_SP_SET: HEADWALL
 FZ2916_STAMPING: 5 RJN 1963 2797
 FZ2916_MARK LOGO: USGS  
 FZ2916_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2916+STABILITY: SURFACE MOTION
 FZ2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2916+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003
 FZ2916
 FZ2916  HISTORY     - Date     Condition        Report By
 FZ2916  HISTORY     - 1963     MONUMENTED       USGS
 FZ2916  HISTORY     - 19910625 GOOD             NCGS
 FZ2916  HISTORY     - 20030525 GOOD             INDIV
 FZ2916
 FZ2916                          STATION DESCRIPTION
 FZ2916
 FZ2916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2916'STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF SPARTA, 0.9 MI
 FZ2916'(1.4 KM) NORTHEAST OF LAUREL SPRINGS.
 FZ2916'ALONG NC 18 FOR 1.0 MI (1.6 KM) NORTHEAST FROM NC 88 (AT THE LAUREL
 FZ2916'SPRINGS POST OFFICE) TO NC 113, IN THE WEST QUADRANT OF THE
 FZ2916'T-INTERSECTION, IN THE NORTHWEST HEADWALL OF HIGHWAY TWIN CHANNEL BOX
 FZ2916'CULVERT.
 FZ2916'MARK IS ABOUT 3 FEET LOWER THAN HIGHWAY. LOCATED 18.7 FT (5.7 M)
 FZ2916'NORTHWEST OF THE CENTERLINE OF NC 18, 117.3 FT (35.8 M) SOUTHWEST OF
 FZ2916'THE CENTERLINE OF NC 113, AND 1.6 FT (0.5 M) SOUTHWEST OF THE
 FZ2916'NORTHEAST END OF HEADWALL.
 FZ2916
 FZ2916                          STATION RECOVERY (2003)
 FZ2916
 FZ2916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR)
 FZ2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5357 ***********************************************************************
 FA5357  DESIGNATION -  50 ATA
 FA5357  PID         -  FA5357
 FA5357  STATE/COUNTY-  NC/ALEXANDER
 FA5357  USGS QUAD   -  TAYLORSVILLE (1970)
 FA5357
 FA5357                         *CURRENT SURVEY CONTROL
 FA5357  ___________________________________________________________________
 FA5357* NAD 83(2007)-  35 54 49.34201(N)    081 07 38.36731(W)     ADJUSTED  
 FA5357* NAVD 88     -       364.01   (+/-2cm)    1194.3    (feet)  VERTCON   
 FA5357  ___________________________________________________________________
 FA5357  EPOCH DATE  -        2002.00
 FA5357  X           -     797,708.151 (meters)                     COMP
 FA5357  Y           -  -5,110,000.180 (meters)                     COMP
 FA5357  Z           -   3,720,635.494 (meters)                     COMP
 FA5357  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FA5357  ELLIP HEIGHT-         331.426 (meters)          (02/10/07) ADJUSTED
 FA5357  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA5357
 FA5357  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5357  Type    PID    Designation                      North   East  Ellip
 FA5357  -------------------------------------------------------------------
 FA5357  NETWORK FA5357 50 ATA                            0.49   0.47   1.31
 FA5357  -------------------------------------------------------------------
 FA5357  VERT ORDER  -  THIRD ? (See Below)
 FA5357
 FA5357.The horizontal coordinates were established by GPS observations
 FA5357.and adjusted by the National Geodetic Survey in February 2007.
 FA5357
 FA5357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5357.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5357.The horizontal coordinates are valid at the epoch date displayed above.
 FA5357.The epoch date for horizontal control is a decimal equivalence
 FA5357.of Year/Month/Day.
 FA5357
 FA5357.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5357.The vertical order pertains to the NGVD 29 superseded value.
 FA5357
 FA5357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5357
 FA5357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5357
 FA5357.The ellipsoidal height was determined by GPS observations
 FA5357.and is referenced to NAD 83.
 FA5357
 FA5357.The geoid height was determined by GEOID03.
 FA5357
 FA5357;                    North         East     Units Scale Factor Converg.
 FA5357;SPC NC       -   242,083.410   417,611.442   MT  0.99993921   -1 13 40.2
 FA5357;SPC NC       -   794,235.32  1,370,113.54   sFT  0.99993921   -1 13 40.2
 FA5357;UTM  17      - 3,974,384.756   488,512.076   MT  0.99960163   -0 04 28.9
 FA5357
 FA5357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5357!SPC NC       -   0.99994799  x   0.99993921  =   0.99988720
 FA5357!UTM  17      -   0.99994799  x   0.99960163  =   0.99954964
 FA5357
 FA5357                          SUPERSEDED SURVEY CONTROL
 FA5357
 FA5357  NAD 83(2001)-  35 54 49.34219(N)    081 07 38.36736(W) AD(       ) 1
 FA5357  ELLIP H (03/13/03)  331.413  (m)                       GP(       ) 4 2
 FA5357  NAD 83(1986)-  35 54 49.34872(N)    081 07 38.37257(W) AD(       ) 1
 FA5357  NGVD 29 (11/04/93)  364.20   (m)         1194.9    (f) LEVELING    3  
 FA5357
 FA5357.Superseded values are not recommended for survey control.
 FA5357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5357.See file dsdata.txt to determine how the superseded data were derived.
 FA5357
 FA5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8851274385(NAD 83)
 FA5357_MARKER: DB = BENCH MARK DISK
 FA5357_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5357_SP_SET: PREFAB CONC. POST IN EARTH
 FA5357_STAMPING: 50 ATA 1951 1195
 FA5357_MARK LOGO: USGS  
 FA5357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5357+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 FA5357
 FA5357  HISTORY     - Date     Condition        Report By
 FA5357  HISTORY     - 1951     MONUMENTED       USGS
 FA5357  HISTORY     - 19910411 GOOD             NCGS
 FA5357  HISTORY     - 20060608 GOOD             GEOCAC
 FA5357
 FA5357                          STATION DESCRIPTION
 FA5357
 FA5357'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5357'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST OF TAYLORSVILLE AND 2.3
 FA5357'MI (3.7 KM) WEST-NORTHWEST OF HIDDENITE.
 FA5357'ALONG US 64-NC 90 FOR 2.2 MI (3.5 KM) WEST FROM SR 1005 (OLD MOUNTAIN
 FA5357'ROAD), IN HIDDENITE, ON THE NORTH SIDE OF THE ROAD AT WHITE PLAINS
 FA5357'BAPTIST CHURCH.
 FA5357'MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD AND FLUSH WITH GROUND.
 FA5357'LOCATED 43.0 FT (13.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF NC 90,
 FA5357'8.2 FT (2.5 M) NORTH-NORTHEAST OF A CHAIN LINK FENCE, AND 39.6 FT
 FA5357'(12.1 M) EAST OF A POWER POLE WITH A REFERENCE TAG.
 FA5357
 FA5357                          STATION RECOVERY (2006)
 FA5357
 FA5357'RECOVERY NOTE BY GEOCACHING 2006 (JNM)
 FA5357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1892 ***********************************************************************
 EZ1892  DESIGNATION -  50 DRD
 EZ1892  PID         -  EZ1892
 EZ1892  STATE/COUNTY-  NC/WAKE
 EZ1892  USGS QUAD   -  CARY (1993)
 EZ1892
 EZ1892                         *CURRENT SURVEY CONTROL
 EZ1892  ___________________________________________________________________
 EZ1892* NAD 83(1986)-  35 46 17.     (N)    078 48 19.     (W)     SCALED    
 EZ1892* NAVD 88     -       128.573  (meters)     421.83   (feet)  ADJUSTED  
 EZ1892  ___________________________________________________________________
 EZ1892  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 EZ1892  DYNAMIC HT  -         128.463 (meters)     421.47  (feet)  COMP
 EZ1892  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 EZ1892
 EZ1892  VERT ORDER  -  FIRST     CLASS II
 EZ1892
 EZ1892.The horizontal coordinates were scaled from a topographic map and have
 EZ1892.an estimated accuracy of +/- 6 seconds.
 EZ1892
 EZ1892.The orthometric height was determined by differential leveling
 EZ1892.and adjusted in June 1991.
 EZ1892
 EZ1892.The geoid height was determined by GEOID03.
 EZ1892
 EZ1892.The dynamic height is computed by dividing the NAVD 88
 EZ1892.geopotential number by the normal gravity value computed on the
 EZ1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1892.degrees latitude (g = 980.6199 gals.).
 EZ1892
 EZ1892.The modeled gravity was interpolated from observed gravity values.
 EZ1892
 EZ1892;                    North         East    Units  Estimated Accuracy
 EZ1892;SPC NC       -   224,250.      627,210.      MT  (+/- 180 meters Scaled)
 EZ1892
 EZ1892                          SUPERSEDED SURVEY CONTROL
 EZ1892
 EZ1892.No superseded survey control is available for this station.
 EZ1892
 EZ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV983608(NAD 83)
 EZ1892_MARKER: DB = BENCH MARK DISK
 EZ1892_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ1892_SP_SET: IN WINGWALL
 EZ1892_STAMPING: 50 DRD 1960 423 FEET
 EZ1892_MARK LOGO: USGS  
 EZ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1892+STABILITY: SURFACE MOTION
 EZ1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1892+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 EZ1892
 EZ1892  HISTORY     - Date     Condition        Report By
 EZ1892  HISTORY     - 1960     MONUMENTED       USGS
 EZ1892  HISTORY     - 1980     GOOD             NCGS
 EZ1892  HISTORY     - 20050614 GOOD             GEOCAC
 EZ1892  HISTORY     - 20060920 GOOD             USPSQD
 EZ1892
 EZ1892                          STATION DESCRIPTION
 EZ1892
 EZ1892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1892'1.8 MI SW FROM CARY.
 EZ1892'2.0 MILES WEST ALONG CHATHAM STREET (SR 1011) FROM INTERSECTION
 EZ1892'WITH ACADEMY STREET IN CARY, AT RAILROAD OVERPASS, SET IN NORTH
 EZ1892'WINGWALL OF 6 FOOT CULVERT UNDER ROAD, 44.6 FEET NORTHWEST OF CENTER
 EZ1892'OF UNDERPASS OF RAILROAD, 25.7 FEET NORTH OF CENTERLINE OF ROAD AND
 EZ1892'1.7 FEET EAST OF WEST END OF HEADWALL.
 EZ1892'THIS IS A STANDARD USGS DISK.
 EZ1892'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 EZ1892'THE MARK IS 1 FT BELOW ROAD.
 EZ1892
 EZ1892                          STATION RECOVERY (2005)
 EZ1892
 EZ1892'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1892'RECOVERED AS DESCRIBED, EXCEPT NO WITNESS POST OBSERVED.
 EZ1892' 
 EZ1892
 EZ1892                          STATION RECOVERY (2006)
 EZ1892
 EZ1892'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ1892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4144 ***********************************************************************
 AH4144  DESIGNATION -  50 HLZ RESET
 AH4144  PID         -  AH4144
 AH4144  STATE/COUNTY-  NC/SURRY
 AH4144  USGS QUAD   -  SILOAM (1970)
 AH4144
 AH4144                         *CURRENT SURVEY CONTROL
 AH4144  ___________________________________________________________________
 AH4144* NAD 83(2007)-  36 20 56.11460(N)    080 35 20.80178(W)     ADJUSTED  
 AH4144* NAVD 88     -       361.50   (+/-2cm)    1186.0    (feet)  VERTCON   
 AH4144  ___________________________________________________________________
 AH4144  EPOCH DATE  -        2002.00
 AH4144  X           -     841,016.764 (meters)                     COMP
 AH4144  Y           -  -5,074,185.823 (meters)                     COMP
 AH4144  Z           -   3,759,639.336 (meters)                     COMP
 AH4144  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AH4144  ELLIP HEIGHT-         328.019 (meters)          (02/10/07) ADJUSTED
 AH4144  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AH4144
 AH4144  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4144  Type    PID    Designation                      North   East  Ellip
 AH4144  -------------------------------------------------------------------
 AH4144  NETWORK AH4144 50 HLZ RESET                      0.61   0.53   1.22
 AH4144  -------------------------------------------------------------------
 AH4144  VERT ORDER  -  THIRD (See Below)
 AH4144
 AH4144.The horizontal coordinates were established by GPS observations
 AH4144.and adjusted by the National Geodetic Survey in February 2007.
 AH4144
 AH4144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4144.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4144.The horizontal coordinates are valid at the epoch date displayed above.
 AH4144.The epoch date for horizontal control is a decimal equivalence
 AH4144.of Year/Month/Day.
 AH4144
 AH4144.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4144.The vertical order pertains to the NGVD 29 superseded value.
 AH4144
 AH4144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4144
 AH4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4144
 AH4144.The ellipsoidal height was determined by GPS observations
 AH4144.and is referenced to NAD 83.
 AH4144
 AH4144.The geoid height was determined by GEOID03.
 AH4144
 AH4144;                    North         East     Units Scale Factor Converg.
 AH4144;SPC NC       -   289,459.660   466,952.987   MT  1.00005597   -0 55 01.9
 AH4144;SPC NC       -   949,668.90  1,531,994.92   sFT  1.00005597   -0 55 01.9
 AH4144;UTM  17      - 4,022,728.346   536,868.671   MT  0.99961675   +0 14 36.7
 AH4144
 AH4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4144!SPC NC       -   0.99994852  x   1.00005597  =   1.00000449
 AH4144!UTM  17      -   0.99994852  x   0.99961675  =   0.99956529
 AH4144
 AH4144                          SUPERSEDED SURVEY CONTROL
 AH4144
 AH4144  NAD 83(2001)-  36 20 56.11517(N)    080 35 20.80186(W) AD(       ) 1
 AH4144  ELLIP H (03/13/03)  327.988  (m)                       GP(       ) 4 2
 AH4144  NAD 83(1986)-  36 20 56.12244(N)    080 35 20.80772(W) AD(       ) 1
 AH4144  NGVD 29 (10/14/98)  361.66   (m)         1186.5    (f) LEVELING    3  
 AH4144
 AH4144.Superseded values are not recommended for survey control.
 AH4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4144.See file dsdata.txt to determine how the superseded data were derived.
 AH4144
 AH4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3686922728(NAD 83)
 AH4144_MARKER: DB = BENCH MARK DISK
 AH4144_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4144+WITH SETTING: PAVEMENT
 AH4144_SP_SET: CONCRETE STEP
 AH4144_STAMPING: 50 HLZ 1969 RESET 1977
 AH4144_MARK LOGO: USGS  
 AH4144_PROJECTION: FLUSH
 AH4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4144+STABILITY: SURFACE MOTION
 AH4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4144+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 AH4144
 AH4144  HISTORY     - Date     Condition        Report By
 AH4144  HISTORY     - 1977     MONUMENTED       USGS
 AH4144  HISTORY     - 19860101 GOOD             NCGS
 AH4144
 AH4144                          STATION DESCRIPTION
 AH4144
 AH4144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4144'STATION IS LOCATED ABOUT 11.6 KM (7.20 MI) WEST-SOUTHWEST OF PILOT
 AH4144'MOUNTAIN, IN PINE HILL COMMUNITY. AT THE INTERSECTION OF NC 268 WITH
 AH4144'SR 2038 (QUAKER CHURCH RD), IN THE NORTHEAST QUADRANT OF THE
 AH4144'CROSSROADS, IN THE EAST END OF BOTTOM CONCRETE STEP OF WALKWAY
 AH4144'TO--PINE HILL FRIENDS CHURCH--. MARK IS FLUSH IN A DRILL HOLE AND
 AH4144'LEVEL WITH HIGHWAY. LOCATED 6.3 M (20.7 FT) NORTH-NORTHWEST OF THE
 AH4144'CENTERLINE OF HIGHWAY, 41.6 M (136.5 FT) EAST-NORTHEAST OF THE
 AH4144'CENTERLINE OF THE CROSSROADS, AND 7.0 M (23.0 FT) EAST OF THE SOUTH
 AH4144'END OF THE BRICK CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0756 ***********************************************************************
 EB0756  DESIGNATION -  50 REW
 EB0756  PID         -  EB0756
 EB0756  STATE/COUNTY-  NC/CUMBERLAND
 EB0756  USGS QUAD   -  CEDAR CREEK (1986)
 EB0756
 EB0756                         *CURRENT SURVEY CONTROL
 EB0756  ___________________________________________________________________
 EB0756* NAD 83(1986)-  34 53 17.     (N)    078 50 58.     (W)     SCALED    
 EB0756* NAVD 88     -        46.905  (meters)     153.89   (feet)  ADJUSTED  
 EB0756  ___________________________________________________________________
 EB0756  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 EB0756  DYNAMIC HT  -          46.862 (meters)     153.75  (feet)  COMP
 EB0756  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EB0756
 EB0756  VERT ORDER  -  SECOND    CLASS II
 EB0756
 EB0756.The horizontal coordinates were scaled from a topographic map and have
 EB0756.an estimated accuracy of +/- 6 seconds.
 EB0756
 EB0756.The orthometric height was determined by differential leveling
 EB0756.and adjusted in June 1991.
 EB0756
 EB0756.The geoid height was determined by GEOID03.
 EB0756
 EB0756.The dynamic height is computed by dividing the NAVD 88
 EB0756.geopotential number by the normal gravity value computed on the
 EB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0756.degrees latitude (g = 980.6199 gals.).
 EB0756
 EB0756.The modeled gravity was interpolated from observed gravity values.
 EB0756
 EB0756;                    North         East    Units  Estimated Accuracy
 EB0756;SPC NC       -   126,260.      623,360.      MT  (+/- 180 meters Scaled)
 EB0756
 EB0756                          SUPERSEDED SURVEY CONTROL
 EB0756
 EB0756  NGVD 29 (??/??/92)   47.176  (m)          154.78   (f) ADJ UNCH    2 2
 EB0756
 EB0756.Superseded values are not recommended for survey control.
 EB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0756.See file dsdata.txt to determine how the superseded data were derived.
 EB0756
 EB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU965627(NAD 83)
 EB0756_MARKER: DD = SURVEY DISK
 EB0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0756_STAMPING: 50 REW 1951 155
 EB0756_MARK LOGO: USGS  
 EB0756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0756+STABILITY: SURFACE MOTION
 EB0756
 EB0756  HISTORY     - Date     Condition        Report By
 EB0756  HISTORY     - 1951     MONUMENTED       USGS
 EB0756  HISTORY     - 1974     GOOD             NCGS
 EB0756  HISTORY     - 20010521 SEE DESCRIPTION  NCGS
 EB0756
 EB0756                          STATION DESCRIPTION
 EB0756
 EB0756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0756'7.8 MI E FROM MC MILLANS.
 EB0756'MC MILLANS, 7.8 MI E. OF, ALONG BLACK-TOP AND SAND RDS. TO JUNCTION
 EB0756'WITH STATE HIGHWAY 87, 12.5 MI S. OF FAYETTEVILLE, 81 FT W. OF
 EB0756'AND ABOUT 1 FT LOWER THAN INTERSECTION, 21 FT S. OF CENTER OF
 EB0756'RD. LEADING W., 3 FT E. OF POWER POLE, IN CONCRETE POST, STANDARD
 EB0756'TABLET STAMPED 50 REW 1951 155.
 EB0756
 EB0756                          STATION RECOVERY (2001)
 EB0756
 EB0756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EB0756'NOT FOUND, MAY BE LOST. BROKEN CONCRETE AND SOME REBAR FOUND AT
 EB0756'REFERENCED AREA, BUT NO DISK OR MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1194 ***********************************************************************
 EZ1194  DESIGNATION -  501
 EZ1194  PID         -  EZ1194
 EZ1194  STATE/COUNTY-  NC/ORANGE
 EZ1194  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1194
 EZ1194                         *CURRENT SURVEY CONTROL
 EZ1194  ___________________________________________________________________
 EZ1194* NAD 83(1986)-  35 54 40.     (N)    079 03 10.     (W)     SCALED    
 EZ1194* NAVD 88     -       152.364  (meters)     499.88   (feet)  ADJUSTED  
 EZ1194  ___________________________________________________________________
 EZ1194  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EZ1194  DYNAMIC HT  -         152.239 (meters)     499.47  (feet)  COMP
 EZ1194  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 EZ1194
 EZ1194  VERT ORDER  -  SECOND    CLASS 0
 EZ1194
 EZ1194.The horizontal coordinates were scaled from a topographic map and have
 EZ1194.an estimated accuracy of +/- 6 seconds.
 EZ1194
 EZ1194.The orthometric height was determined by differential leveling
 EZ1194.and adjusted in June 1991.
 EZ1194
 EZ1194.The geoid height was determined by GEOID03.
 EZ1194
 EZ1194.The dynamic height is computed by dividing the NAVD 88
 EZ1194.geopotential number by the normal gravity value computed on the
 EZ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1194.degrees latitude (g = 980.6199 gals.).
 EZ1194
 EZ1194.The modeled gravity was interpolated from observed gravity values.
 EZ1194
 EZ1194;                    North         East    Units  Estimated Accuracy
 EZ1194;SPC NC       -   239,740.      604,840.      MT  (+/- 180 meters Scaled)
 EZ1194
 EZ1194                          SUPERSEDED SURVEY CONTROL
 EZ1194
 EZ1194  NGVD 29 (??/??/92)  152.600  (m)          500.66   (f) ADJ UNCH    2 0
 EZ1194
 EZ1194.Superseded values are not recommended for survey control.
 EZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1194.See file dsdata.txt to determine how the superseded data were derived.
 EZ1194
 EZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV757758(NAD 83)
 EZ1194_MARKER: DS = TRIANGULATION STATION DISK
 EZ1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1194_SP_SET: WALL BUILDING
 EZ1194_STAMPING: 501
 EZ1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1194
 EZ1194  HISTORY     - Date     Condition        Report By
 EZ1194  HISTORY     - UNK      MONUMENTED       USGS
 EZ1194  HISTORY     - 1935     GOOD             NGS
 EZ1194  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 EZ1194  HISTORY     - 20081029 MARK NOT FOUND   GEOCAC
 EZ1194
 EZ1194                          STATION DESCRIPTION
 EZ1194
 EZ1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1194'AT CHAPEL HILL.
 EZ1194'AT CHAPEL HILL, ORANGE COUNTY, AT THE UNIVERSITY OF NORTH
 EZ1194'CAROLINA, AT PHILLIPS HALL, IN THE FACE OF THE NORTHWEST CONCRETE
 EZ1194'WALL OF THE NORTHEAST BASEMENT ENTRANCE, AND JUST NORTHEAST OF
 EZ1194'THE NORTHWEST MAIN ENTRANCE.  A UNITED STATES GEOLOGICAL SURVEY
 EZ1194'STANDARD DISK, STAMPED 501 AND SET VERTICALLY.
 EZ1194
 EZ1194                          STATION RECOVERY (2004)
 EZ1194
 EZ1194'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1194'MARK NOT FOUND.
 EZ1194
 EZ1194                          STATION RECOVERY (2008)
 EZ1194
 EZ1194'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1194'THE MARK APPEARS TO HAVE BEEN LOST WHEN THE BASEMENT ENTRANCES WERE
 EZ1194'REDESIGNED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2753 ***********************************************************************
 AH2753  DESIGNATION -  507
 AH2753  PID         -  AH2753
 AH2753  STATE/COUNTY-  NC/LENOIR
 AH2753  USGS QUAD   -  KINSTON (1983)
 AH2753
 AH2753                         *CURRENT SURVEY CONTROL
 AH2753  ___________________________________________________________________
 AH2753* NAD 83(2007)-  35 16 46.84250(N)    077 37 13.95952(W)     ADJUSTED  
 AH2753* NAVD 88     -        30.688  (meters)     100.68   (feet)  ADJUSTED  
 AH2753  ___________________________________________________________________
 AH2753  EPOCH DATE  -        2002.00
 AH2753  X           -   1,117,495.984 (meters)                     COMP
 AH2753  Y           -  -5,091,367.174 (meters)                     COMP
 AH2753  Z           -   3,663,237.288 (meters)                     COMP
 AH2753  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AH2753  ELLIP HEIGHT-          -5.310 (meters)          (02/10/07) ADJUSTED
 AH2753  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 AH2753  DYNAMIC HT  -          30.661 (meters)     100.59  (feet)  COMP
 AH2753
 AH2753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2753  Type    PID    Designation                      North   East  Ellip
 AH2753  -------------------------------------------------------------------
 AH2753  NETWORK AH2753 507                               0.49   0.47   1.25
 AH2753  -------------------------------------------------------------------
 AH2753  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 AH2753
 AH2753  VERT ORDER  -  SECOND    CLASS I
 AH2753
 AH2753.The horizontal coordinates were established by GPS observations
 AH2753.and adjusted by the National Geodetic Survey in February 2007.
 AH2753
 AH2753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2753.The horizontal coordinates are valid at the epoch date displayed above.
 AH2753.The epoch date for horizontal control is a decimal equivalence
 AH2753.of Year/Month/Day.
 AH2753
 AH2753.The orthometric height was determined by differential leveling
 AH2753.and adjusted in August 2000.
 AH2753
 AH2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2753
 AH2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2753
 AH2753.The ellipsoidal height was determined by GPS observations
 AH2753.and is referenced to NAD 83.
 AH2753
 AH2753.The geoid height was determined by GEOID03.
 AH2753
 AH2753.The dynamic height is computed by dividing the NAVD 88
 AH2753.geopotential number by the normal gravity value computed on the
 AH2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2753.degrees latitude (g = 980.6199 gals.).
 AH2753
 AH2753.The modeled gravity was interpolated from observed gravity values.
 AH2753
 AH2753;                    North         East     Units Scale Factor Converg.
 AH2753;SPC NC       -   170,559.014   735,079.215   MT  0.99987271   +0 47 46.3
 AH2753;SPC NC       -   559,575.70  2,411,672.39   sFT  0.99987271   +0 47 46.3
 AH2753;UTM  18      - 3,907,208.389   261,659.607   MT  1.00030012   -1 30 51.3
 AH2753
 AH2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2753!SPC NC       -   1.00000083  x   0.99987271  =   0.99987354
 AH2753!UTM  18      -   1.00000083  x   1.00030012  =   1.00030095
 AH2753
 AH2753:                Primary Azimuth Mark                     Grid Az
 AH2753:SPC NC       -  CASWELL                                  337 31 16.2
 AH2753:UTM  18      -  CASWELL                                  339 49 53.8
 AH2753
 AH2753|---------------------------------------------------------------------|
 AH2753| PID    Reference Object                     Distance      Geod. Az  |
 AH2753|                                                           dddmmss.s |
 AH2753| AH2754 CASWELL                             419.088 METERS 3381902.5 |
 AH2753| AH2775 MON 506                             APPROX. 0.6 KM 3400126.0 |
 AH2753|---------------------------------------------------------------------|
 AH2753
 AH2753                          SUPERSEDED SURVEY CONTROL
 AH2753
 AH2753  NAD 83(2001)-  35 16 46.84292(N)    077 37 13.95928(W) AD(       ) 1
 AH2753  ELLIP H (03/13/03)   -5.319  (m)                       GP(       ) 4 2
 AH2753  NAD 83(1986)-  35 16 46.85179(N)    077 37 13.96784(W) AD(       ) 1
 AH2753
 AH2753.Superseded values are not recommended for survey control.
 AH2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2753.See file dsdata.txt to determine how the superseded data were derived.
 AH2753
 AH2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6166007208(NAD 83)
 AH2753_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2753_SETTING: 0 = UNSPECIFIED SETTING
 AH2753_STAMPING: 507
 AH2753_MARK LOGO: NC2450
 AH2753_PROJECTION: FLUSH
 AH2753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2753+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 AH2753
 AH2753  HISTORY     - Date     Condition        Report By
 AH2753  HISTORY     - 1990     MONUMENTED       NC2450
 AH2753  HISTORY     - 19910320 GOOD             NCGS
 AH2753  HISTORY     - 20000201 GOOD             NCGS
 AH2753  HISTORY     - 20040604 GOOD             USPSQD
 AH2753  HISTORY     - 20051004 GOOD             USPSQD
 AH2753
 AH2753                          STATION DESCRIPTION
 AH2753
 AH2753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2753'STATION IS LOCATED IN THE NORTHWEST SECTION OF KINSTON. PROCEED ALONG
 AH2753'US 70-US 258 (VERNON AVE) FOR 2.05 MI (3.30 KM) WEST FROM NC 58 (QUEEN
 AH2753'ST), THENCE NORTHWEST ALONG SR 1557 (HULL RD) FOR 0.80 MI (1.29 KM) TO
 AH2753'THE STATION, ON AN EMBANKMENT. STATION IS AN ALUMINUM DISK CRIMPED TO
 AH2753'A STEEL ROD DRIVEN TO A DEPTH OF 4-FEET AND SURROUNDED BY AN IRREGULAR
 AH2753'MASS OF CONCRETE. MARK IS ABOUT 1-FOOT HIGHER THAN THE ROAD AND
 AH2753'RECESSED 3 INCHES BELOW GROUND. LOCATED 28.30 FT (8.63 M)
 AH2753'EAST-NORTHEAST OF THE CENTERLINE OF SR 1557, 29.80 FT (9.08 M) WEST OF
 AH2753'A FENCE POST AND 39.80 FT (12.13 M) NORTH-NORTHWEST OF A POWER
 AH2753'POLE---BOTH WITH REFERENCE TAGS.
 AH2753
 AH2753                          STATION RECOVERY (2000)
 AH2753
 AH2753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AH2753'RECOVERED AS DESCRIBED.
 AH2753
 AH2753                          STATION RECOVERY (2004)
 AH2753
 AH2753'RECOVERY NOTE BY US POWER SQUADRON 2004
 AH2753'RECOVERED IN GOOD CONDITION.
 AH2753
 AH2753                          STATION RECOVERY (2005)
 AH2753
 AH2753'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5358 ***********************************************************************
 FA5358  DESIGNATION -  51 ATA
 FA5358  PID         -  FA5358
 FA5358  STATE/COUNTY-  NC/ALEXANDER
 FA5358  USGS QUAD   -  HIDDENITE (1970)
 FA5358
 FA5358                         *CURRENT SURVEY CONTROL
 FA5358  ___________________________________________________________________
 FA5358* NAD 83(2007)-  35 52 56.75437(N)    081 04 04.79244(W)     ADJUSTED  
 FA5358* NAVD 88     -       333.64   (+/-2cm)    1094.6    (feet)  VERTCON   
 FA5358  ___________________________________________________________________
 FA5358  EPOCH DATE  -        2002.00
 FA5358  X           -     803,310.941 (meters)                     COMP
 FA5358  Y           -  -5,111,157.355 (meters)                     COMP
 FA5358  Z           -   3,717,806.609 (meters)                     COMP
 FA5358  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FA5358  ELLIP HEIGHT-         301.166 (meters)          (02/10/07) ADJUSTED
 FA5358  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 FA5358
 FA5358  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5358  Type    PID    Designation                      North   East  Ellip
 FA5358  -------------------------------------------------------------------
 FA5358  NETWORK FA5358 51 ATA                            0.43   0.39   1.06
 FA5358  -------------------------------------------------------------------
 FA5358  VERT ORDER  -  THIRD ? (See Below)
 FA5358
 FA5358.The horizontal coordinates were established by GPS observations
 FA5358.and adjusted by the National Geodetic Survey in February 2007.
 FA5358
 FA5358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5358.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5358.The horizontal coordinates are valid at the epoch date displayed above.
 FA5358.The epoch date for horizontal control is a decimal equivalence
 FA5358.of Year/Month/Day.
 FA5358
 FA5358.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5358.The vertical order pertains to the NGVD 29 superseded value.
 FA5358
 FA5358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5358
 FA5358.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5358
 FA5358.The ellipsoidal height was determined by GPS observations
 FA5358.and is referenced to NAD 83.
 FA5358
 FA5358.The geoid height was determined by GEOID03.
 FA5358
 FA5358;                    North         East     Units Scale Factor Converg.
 FA5358;SPC NC       -   238,501.135   422,892.545   MT  0.99993306   -1 11 36.9
 FA5358;SPC NC       -   782,482.47  1,387,439.96   sFT  0.99993306   -1 11 36.9
 FA5358;UTM  17      - 3,970,910.681   493,862.427   MT  0.99960046   -0 02 23.5
 FA5358
 FA5358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5358!SPC NC       -   0.99995273  x   0.99993306  =   0.99988580
 FA5358!UTM  17      -   0.99995273  x   0.99960046  =   0.99955321
 FA5358
 FA5358                          SUPERSEDED SURVEY CONTROL
 FA5358
 FA5358  NAD 83(2001)-  35 52 56.75448(N)    081 04 04.79260(W) AD(       ) 1
 FA5358  ELLIP H (03/13/03)  301.149  (m)                       GP(       ) 4 2
 FA5358  NAD 83(1986)-  35 52 56.76158(N)    081 04 04.79814(W) AD(       ) 1
 FA5358  NGVD 29 (11/04/93)  333.84   (m)         1095.3    (f) LEVELING    3  
 FA5358
 FA5358.Superseded values are not recommended for survey control.
 FA5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5358.See file dsdata.txt to determine how the superseded data were derived.
 FA5358
 FA5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9386270911(NAD 83)
 FA5358_MARKER: DB = BENCH MARK DISK
 FA5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5358_SP_SET: CONCRETE POST
 FA5358_STAMPING: 51 ATA 1951 1095
 FA5358_MARK LOGO: USGS  
 FA5358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5358+STABILITY: SURFACE MOTION
 FA5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5358+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 FA5358
 FA5358  HISTORY     - Date     Condition        Report By
 FA5358  HISTORY     - 1951     MONUMENTED       USGS
 FA5358  HISTORY     - 19910403 GOOD             NCGS
 FA5358  HISTORY     - 20081212 POOR             STEENG
 FA5358
 FA5358                          STATION DESCRIPTION
 FA5358
 FA5358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5358'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF
 FA5358'TAYLORSVILLE AND 2.0  MI (3.2 KM) NORTHWEST OF STONY POINT.
 FA5358'ALONG US 64-NC 90 FOR 1.95 MI (3.14 KM) SOUTHEAST FROM SR 1005 (OLD
 FA5358'MOUNTAIN ROAD IN HIDDENITE), TO SR 1456 (CHEATHAM FORD ROAD), ON THE
 FA5358'NORTHEAST SIDE OF THE T-INTERSECTION, BETWEEN THE HIGHWAY AND
 FA5358'RAILROAD.
 FA5358'MARK IS ABOUT 2 FEET LOWER THAN THE ROAD AND FLUSH WITH GROUND.
 FA5358'LOCATED 27.0 FT (8.2 M) NORTHEAST OF THE CENTERLINE OF US 64-NC 90,
 FA5358'109.3 FT (33.3 M) NORTHWEST OF THE CENTERLINE OF SR 1456, 25.6 FT
 FA5358'(7.8 M) SOUTHWEST OF THE WEST RAIL OF THE RAILROAD, AND 82.5 FT
 FA5358'(25.1 M) WEST OF A POWER POLE WITH A REFERENCE TAG.
 FA5358
 FA5358                          STATION RECOVERY (2008)
 FA5358
 FA5358'RECOVERY NOTE BY STEWART ENGINEERING INC. 2008 (RCT)
 FA5358'THIS MARK WAS FOUND AS HAVING BEEN DISTURBED. THE TOP OF THE MONUMENT
 FA5358'INCLUDING THE DISK WAS MISSING AND THE REST OF THE MONUMENT WAS
 FA5358'LEANING HEAVILY TOWARDS THE WEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8242 ***********************************************************************
 AI8242  DESIGNATION -  51 CRH
 AI8242  PID         -  AI8242
 AI8242  STATE/COUNTY-  NC/WARREN
 AI8242  USGS QUAD   -  LITTLETON (1973)
 AI8242
 AI8242                         *CURRENT SURVEY CONTROL
 AI8242  ___________________________________________________________________
 AI8242* NAD 83(2001)-  36 25 52.57268(N)    077 55 57.58964(W)     ADJUSTED  
 AI8242* NAVD 88     -       104.18   (+/-2cm)     341.8    (feet)  VERTCON   
 AI8242  ___________________________________________________________________
 AI8242  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AI8242  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AI8242  HORZ ORDER  -  SECOND
 AI8242  VERT ORDER  -  THIRD ? (See Below)
 AI8242
 AI8242.The horizontal coordinates were established by classical geodetic methods
 AI8242.and adjusted by the National Geodetic Survey in August 2005.
 AI8242
 AI8242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8242.The vertical order pertains to the NGVD 29 superseded value.
 AI8242
 AI8242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8242
 AI8242.The geoid height was determined by GEOID03.
 AI8242
 AI8242;                    North         East     Units Scale Factor Converg.
 AI8242;SPC NC       -   297,971.093   705,315.741   MT  1.00008461   +0 36 57.7
 AI8242;SPC NC       -   977,593.49  2,314,023.39   sFT  1.00008461   +0 36 57.7
 AI8242;UTM  18      - 4,035,781.999   237,098.481   MT  1.00045166   -1 44 33.3
 AI8242;UTM  17      - 4,036,157.847   774,977.710   MT  1.00053171   +1 49 21.7
 AI8242
 AI8242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8242!SPC NC       -   0.99998895  x   1.00008461  =   1.00007356
 AI8242!UTM  18      -   0.99998895  x   1.00045166  =   1.00044060
 AI8242!UTM  17      -   0.99998895  x   1.00053171  =   1.00052065
 AI8242
 AI8242                          SUPERSEDED SURVEY CONTROL
 AI8242
 AI8242  NAD 83(1986)-  36 25 52.57188(N)    077 55 57.60083(W) AD(       ) 2
 AI8242  NGVD 29 (08/31/00)  104.46   (m)          342.7    (f) LEVELING    3  
 AI8242
 AI8242.Superseded values are not recommended for survey control.
 AI8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8242.See file dsdata.txt to determine how the superseded data were derived.
 AI8242
 AI8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3709835782(NAD 83)
 AI8242_MARKER: DB = BENCH MARK DISK
 AI8242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI8242_SP_SET: CULVERT HEADWALL
 AI8242_STAMPING: 51 CRH 1972 343
 AI8242_MARK LOGO: USGS  
 AI8242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8242+STABILITY: SURFACE MOTION
 AI8242
 AI8242  HISTORY     - Date     Condition        Report By
 AI8242  HISTORY     - 1972     MONUMENTED       USGS
 AI8242  HISTORY     - 19840101 GOOD             NCGS
 AI8242
 AI8242                          STATION DESCRIPTION
 AI8242
 AI8242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8242'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST OF LITTLETON AND
 AI8242'ABOUT 13.5 KM (8.4 MI) EAST OF MACON. ALONG US 158 FOR 2.1 KM (1.3 MI)
 AI8242'WEST-SOUTHWEST FROM THE NC 4 INTERSECTION IN LITTLETON, TO STATION IN
 AI8242'SOUTHWEST QUAD OF SR 1528 INTERSECTION, IN THE EAST END OF THE
 AI8242'HEADWALL OF A CULVERT. STATION IS A STANDARD USGS BENCH MARK DISK
 AI8242'STAMPED---51 CRH 1972 343---, SET IN TOP OF A DRILL HOLE IN THE
 AI8242'CONCRETE CULVERT HEADWALL. LOCATED 7.77 M (25.5 FT) SOUTH OF THE
 AI8242'CENTERLINE OF US 158, 5.61 M (18.4 FT) WEST FROM THE CENTERLINE OF THE
 AI8242'SR, AND 0.9 M (3.0 FT) WEST FROM THE EAST END OF THE HEADWALL. THE
 AI8242'STATION IS ABOUT 2 FEET LOWER THAN US 158 AND IS A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8670 ***********************************************************************
 DF8670  DESIGNATION -  51 MEA
 DF8670  PID         -  DF8670
 DF8670  STATE/COUNTY-  NC/CHOWAN
 DF8670  USGS QUAD   -  EDENTON (1981)
 DF8670
 DF8670                         *CURRENT SURVEY CONTROL
 DF8670  ___________________________________________________________________
 DF8670* NAD 83(2007)-  36 04 17.05512(N)    076 30 14.30126(W)     ADJUSTED  
 DF8670* NAVD 88     -         1.25   (meters)       4.1    (feet)  LEVELING  
 DF8670  ___________________________________________________________________
 DF8670  EPOCH DATE  -        2002.00
 DF8670  X           -   1,204,535.692 (meters)                     COMP
 DF8670  Y           -  -5,018,785.176 (meters)                     COMP
 DF8670  Z           -   3,734,577.665 (meters)                     COMP
 DF8670  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DF8670  ELLIP HEIGHT-         -35.560 (meters)          (02/10/07) ADJUSTED
 DF8670  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 DF8670
 DF8670  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8670  Type    PID    Designation                      North   East  Ellip
 DF8670  -------------------------------------------------------------------
 DF8670  NETWORK DF8670 51 MEA                            0.37   0.33   0.92
 DF8670  -------------------------------------------------------------------
 DF8670  VERT ORDER  -  THIRD
 DF8670
 DF8670.The horizontal coordinates were established by GPS observations
 DF8670.and adjusted by the National Geodetic Survey in February 2007.
 DF8670
 DF8670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8670.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8670.The horizontal coordinates are valid at the epoch date displayed above.
 DF8670.The epoch date for horizontal control is a decimal equivalence
 DF8670.of Year/Month/Day.
 DF8670
 DF8670.The orthometric height was determined by differential leveling.
 DF8670.The vertical network tie was performed by a horz. field party for horz.
 DF8670.obs reductions. Reset procedures were used to establish the elevation.
 DF8670
 DF8670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8670
 DF8670.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8670
 DF8670.The ellipsoidal height was determined by GPS observations
 DF8670.and is referenced to NAD 83.
 DF8670
 DF8670.The geoid height was determined by GEOID03.
 DF8670
 DF8670;                    North         East     Units Scale Factor Converg.
 DF8670;SPC NC       -   260,349.976   834,419.851   MT  0.99997481   +1 26 26.3
 DF8670;SPC NC       -   854,164.88  2,737,592.46   sFT  0.99997481   +1 26 26.3
 DF8670;UTM  18      - 3,992,914.987   364,568.014   MT  0.99982600   -0 53 08.4
 DF8670
 DF8670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8670!SPC NC       -   1.00000558  x   0.99997481  =   0.99998039
 DF8670!UTM  18      -   1.00000558  x   0.99982600  =   0.99983158
 DF8670
 DF8670:                Primary Azimuth Mark                     Grid Az
 DF8670:SPC NC       -  BUCK                                     112 37 59.8
 DF8670:UTM  18      -  BUCK                                     114 57 34.5
 DF8670
 DF8670|---------------------------------------------------------------------|
 DF8670| PID    Reference Object                     Distance      Geod. Az  |
 DF8670|                                                           dddmmss.s |
 DF8670| DF8656 BUCK                                496.967 METERS 1140426.1 |
 DF8670|---------------------------------------------------------------------|
 DF8670
 DF8670                          SUPERSEDED SURVEY CONTROL
 DF8670
 DF8670  NAD 83(1986)-  36 04 17.07182(N)    076 30 14.31421(W) AD(       ) 1
 DF8670  NAD 83(2001)-  36 04 17.05499(N)    076 30 14.30125(W) AD(       ) 1
 DF8670  ELLIP H (10/17/03)  -35.549  (m)                       GP(       ) 5 1
 DF8670
 DF8670.Superseded values are not recommended for survey control.
 DF8670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8670.See file dsdata.txt to determine how the superseded data were derived.
 DF8670
 DF8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6456892915(NAD 83)
 DF8670_MARKER: DV = VERTICAL CONTROL DISK
 DF8670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8670_SP_SET: WHEELGUARD
 DF8670_STAMPING: 51 MEA 1976 5
 DF8670_MARK LOGO: USGS  
 DF8670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8670+STABILITY: SURFACE MOTION
 DF8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8670+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 DF8670
 DF8670  HISTORY     - Date     Condition        Report By
 DF8670  HISTORY     - 1976     MONUMENTED       USGS
 DF8670  HISTORY     - 19940112 GOOD             NCGS
 DF8670  HISTORY     - 20041116 GOOD             NCGS
 DF8670  HISTORY     - 20050621 GOOD             USPSQD
 DF8670
 DF8670                          STATION DESCRIPTION
 DF8670
 DF8670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8670'RECOVERED IN GOOD CONDITION.
 DF8670'STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST OF EDENTON.
 DF8670'PROCEED ALONG NC 37 FOR 2.3 MI (3.7 KM) NORTH FROM THE INTERSECTION OF
 DF8670'NC 32 TO SR 1102 (YEOPIM ROAD), THENCE ALONG SR 1102 NORTHEAST FOR 0.9
 DF8670'MI (1.4 KM) TO SR 1100 (DRUMMONDS POINT ROAD), THENCE ALONG SR 1100
 DF8670'FOR 1.05 MI (1.69 KM) SOUTHEAST TO THE STATION, IN THE SOUTHEAST
 DF8670'CORNER OF BRIDGE, FLUSH IN THE TOP OF THE WHEELGUARD.
 DF8670
 DF8670                          STATION RECOVERY (2004)
 DF8670
 DF8670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DF8670'RECOVERED AS DESCRIBED.
 DF8670
 DF8670                          STATION RECOVERY (2005)
 DF8670
 DF8670'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 DF8670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE8476 ***********************************************************************
 DE8476  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8476  DESIGNATION -  51 WSM
 DE8476  PID         -  DE8476
 DE8476  STATE/COUNTY-  NC/HOKE
 DE8476  USGS QUAD   -  WAKULLA (1982)
 DE8476
 DE8476                         *CURRENT SURVEY CONTROL
 DE8476  ___________________________________________________________________
 DE8476* NAD 83(2007)-  34 51 30.76998(N)    079 19 06.82267(W)     ADJUSTED  
 DE8476* NAVD 88     -        72.58   (meters)     238.1    (feet)  GPS OBS   
 DE8476  ___________________________________________________________________
 DE8476  EPOCH DATE  -        2002.00
 DE8476  X           -     971,122.025 (meters)                     COMP
 DE8476  Y           -  -5,148,660.280 (meters)                     COMP
 DE8476  Z           -   3,625,023.962 (meters)                     COMP
 DE8476  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DE8476  ELLIP HEIGHT-          39.950 (meters)          (02/10/07) ADJUSTED
 DE8476  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DE8476
 DE8476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE8476  Type    PID    Designation                      North   East  Ellip
 DE8476  -------------------------------------------------------------------
 DE8476  NETWORK DE8476 51 WSM                            0.86   0.80   1.53
 DE8476  -------------------------------------------------------------------
 DE8476
 DE8476.The horizontal coordinates were established by GPS observations
 DE8476.and adjusted by the National Geodetic Survey in February 2007.
 DE8476
 DE8476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE8476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE8476.The horizontal coordinates are valid at the epoch date displayed above.
 DE8476.The epoch date for horizontal control is a decimal equivalence
 DE8476.of Year/Month/Day.
 DE8476
 DE8476.The orthometric height was determined by GPS observations and a
 DE8476.high-resolution geoid model.
 DE8476.The orthometric height was determined by GPS observations and a
 DE8476.high-resolution geoid model using precise GPS observation and
 DE8476.processing techniques.
 DE8476
 DE8476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8476
 DE8476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8476
 DE8476.The ellipsoidal height was determined by GPS observations
 DE8476.and is referenced to NAD 83.
 DE8476
 DE8476.The geoid height was determined by GEOID03.
 DE8476
 DE8476;                    North         East     Units Scale Factor Converg.
 DE8476;SPC NC       -   123,018.451   580,473.415   MT  0.99989599   -0 11 01.9
 DE8476;SPC NC       -   403,603.03  1,904,436.53   sFT  0.99989599   -0 11 01.9
 DE8476;UTM  17      - 3,858,645.951   653,705.302   MT  0.99989119   +0 57 40.4
 DE8476
 DE8476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8476!SPC NC       -   0.99999373  x   0.99989599  =   0.99988972
 DE8476!UTM  17      -   0.99999373  x   0.99989119  =   0.99988492
 DE8476
 DE8476                          SUPERSEDED SURVEY CONTROL
 DE8476
 DE8476  NAD 83(2001)-  34 51 30.77017(N)    079 19 06.82261(W) AD(       ) 1
 DE8476  ELLIP H (03/13/03)   39.953  (m)                       GP(       ) 4 2
 DE8476  NAD 83(1986)-  34 51 30.78339(N)    079 19 06.82809(W) AD(       ) 1
 DE8476
 DE8476.Superseded values are not recommended for survey control.
 DE8476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8476.See file dsdata.txt to determine how the superseded data were derived.
 DE8476
 DE8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5370558646(NAD 83)
 DE8476_MARKER: DB = BENCH MARK DISK
 DE8476_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE8476_STAMPING: 51 WSM 1949 239
 DE8476_MARK LOGO: USGS  
 DE8476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8476+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2001
 DE8476
 DE8476  HISTORY     - Date     Condition        Report By
 DE8476  HISTORY     - 1949     MONUMENTED       USGS
 DE8476  HISTORY     - 20010328 GOOD             NCGS
 DE8476
 DE8476                          STATION DESCRIPTION
 DE8476
 DE8476'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE8476'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 DE8476'ADDITIONS.
 DE8476'THE SCHOOL AND THE 18-INCH OAK ARE BOTH GONE.
 DE8476'STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF LILLY AND 9.8 MI
 DE8476'(15.8 KM) SOUTH-SOUTHWEST OF RAEFORD.
 DE8476'ALONG SR 1100 (S HILLTOP ROAD) FOR 0.1 MI (0.2 KM) SOUTH FROM SR 1104
 DE8476'(SPRING HILL ROAD).
 DE8476'MARK IS ABOUT 1-FOOT LOWER THAN SR 1100 AND PROJECTS 10-INCHES ABOVE
 DE8476'THE GROUND. LOCATED APPROXIMATELY 120 FT (36.6 M) EAST-SOUTHEAST OF
 DE8476'THE CENTER OF SR 1100 AT HIBISCUS LANE, 11 FT (3.4 M) SOUTH-SOUTHWEST
 DE8476'OF THE CENTER OF A SAND PATH (RUNNING EAST  ALONG THE NORTHERN SIDE OF
 DE8476'LILLY CHAPEL CEMETARY) AND 2.3 FT (0.7 M) NORTH-NORTHEAST OF PAULINE L
 DE8476'GILL HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1680 ***********************************************************************
 FB1680  DESIGNATION -  514.59
 FB1680  PID         -  FB1680
 FB1680  STATE/COUNTY-  NC/SWAIN
 FB1680  USGS QUAD   -  FONTANA DAM (1978)
 FB1680
 FB1680                         *CURRENT SURVEY CONTROL
 FB1680  ___________________________________________________________________
 FB1680* NAD 83(1986)-  35 26 51.     (N)    083 46 55.     (W)     SCALED    
 FB1680* NAVD 88     -       401.89   (+/-2cm)    1318.5    (feet)  VERTCON   
 FB1680  ___________________________________________________________________
 FB1680  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 FB1680  VERT ORDER  -  ? (See Below)
 FB1680
 FB1680.The horizontal coordinates were scaled from a topographic map and have
 FB1680.an estimated accuracy of +/- 6 seconds.
 FB1680
 FB1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1680.The vertical order pertains to the NGVD 29 superseded value.
 FB1680
 FB1680.The geoid height was determined by GEOID03.
 FB1680
 FB1680;                    North         East    Units  Estimated Accuracy
 FB1680;SPC NC       -   198,760.      175,680.      MT  (+/- 180 meters Scaled)
 FB1680
 FB1680                          SUPERSEDED SURVEY CONTROL
 FB1680
 FB1680  NGVD 29 (??/??/92)  401.973  (m)         1318.81   (f) ADJ UNCH    ?  
 FB1680
 FB1680.Superseded values are not recommended for survey control.
 FB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1680.See file dsdata.txt to determine how the superseded data were derived.
 FB1680
 FB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV475262(NAD 83)
 FB1680_MARKER: X = CHISELED CROSS
 FB1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1680_SP_SET: BRIDGE
 FB1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1680
 FB1680  HISTORY     - Date     Condition        Report By
 FB1680  HISTORY     - UNK      MONUMENTED       DOD
 FB1680  HISTORY     - 1934     GOOD             NGS
 FB1680
 FB1680                          STATION DESCRIPTION
 FB1680
 FB1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1680'AT FONTANA.
 FB1680'AT FONTANA, SWAIN COUNTY, AT THE OLD SOUTHERN RAILWAY BRIDGE
 FB1680'(NOW USED AS A HIGHWAY BRIDGE) OVER EAGLE CREEK, ON THE SOUTH
 FB1680'END OF THE EAST ABUTMENT, 70 FEET SOUTH OF THE TRACK AND 10
 FB1680'FEET NORTH OF THE NORTH BANK OF LITTLE TENNESSEE RIVER.  A
 FB1680'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6019 ***********************************************************************
 AE6019  DESIGNATION -  52 CMP
 AE6019  PID         -  AE6019
 AE6019  STATE/COUNTY-  NC/PAMLICO
 AE6019  USGS QUAD   -  REELSBORO (1983)
 AE6019
 AE6019                         *CURRENT SURVEY CONTROL
 AE6019  ___________________________________________________________________
 AE6019* NAD 83(2001)-  35 08 07.23417(N)    076 56 28.07728(W)     ADJUSTED  
 AE6019* NAVD 88     -         4.546  (meters)      14.91   (feet)  ADJUSTED  
 AE6019  ___________________________________________________________________
 AE6019  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AE6019  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 AE6019  DYNAMIC HT  -           4.542 (meters)      14.90  (feet)  COMP
 AE6019  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 AE6019
 AE6019  HORZ ORDER  -  SECOND
 AE6019  VERT ORDER  -  SECOND    CLASS II
 AE6019
 AE6019.The horizontal coordinates were established by classical geodetic methods
 AE6019.and adjusted by the National Geodetic Survey in August 2005.
 AE6019
 AE6019.The orthometric height was determined by differential leveling
 AE6019.and adjusted in June 1998.
 AE6019
 AE6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6019
 AE6019.The geoid height was determined by GEOID03.
 AE6019
 AE6019.The dynamic height is computed by dividing the NAVD 88
 AE6019.geopotential number by the normal gravity value computed on the
 AE6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6019.degrees latitude (g = 980.6199 gals.).
 AE6019
 AE6019.The modeled gravity was interpolated from observed gravity values.
 AE6019
 AE6019;                    North         East     Units Scale Factor Converg.
 AE6019;SPC NC       -   155,621.503   797,204.489   MT  0.99987465   +1 11 17.9
 AE6019;SPC NC       -   510,568.21  2,615,495.06   sFT  0.99987465   +1 11 17.9
 AE6019;UTM  18      - 3,889,776.727   323,149.076   MT  0.99998547   -1 07 02.8
 AE6019
 AE6019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6019!SPC NC       -   1.00000514  x   0.99987465  =   0.99987979
 AE6019!UTM  18      -   1.00000514  x   0.99998547  =   0.99999061
 AE6019
 AE6019                          SUPERSEDED SURVEY CONTROL
 AE6019
 AE6019  NAD 83(1986)-  35 08 07.24418(N)    076 56 28.08659(W) AD(       ) 2
 AE6019  NGVD 29 (04/29/98)    4.86   (m)           15.9    (f) LEVELING    3  
 AE6019
 AE6019.Superseded values are not recommended for survey control.
 AE6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6019.See file dsdata.txt to determine how the superseded data were derived.
 AE6019
 AE6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2314989777(NAD 83)
 AE6019_MARKER: DV = VERTICAL CONTROL DISK
 AE6019_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE6019_SP_SET: CONCRETE ABUTMENT
 AE6019_STAMPING: 52 CMP 1964 16
 AE6019_MARK LOGO: USE   
 AE6019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6019+STABILITY: SURFACE MOTION
 AE6019
 AE6019  HISTORY     - Date     Condition        Report By
 AE6019  HISTORY     - 1964     MONUMENTED       USE
 AE6019  HISTORY     - 19840101 GOOD             NCGS
 AE6019
 AE6019                          STATION DESCRIPTION
 AE6019
 AE6019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6019'RECOVERED AS DESCRIBED. STATION IS LOCATED ABOUT 8.86 KM (5.50 MI)
 AE6019'WEST OF GRANTSBORO. ALONG NC 55 FOR 3.55 KM (2.20 MI) EAST FROM THE
 AE6019'PAMLICO-CRAVEN COUNTY LINE, OR IN THE SOUTHEAST ABUTMENT OF THE DEEP
 AE6019'RUN HIGHWAY BRIDGE. MARK IS SET IN A DRILL HOLE IN CONCRETE ABUTMENT
 AE6019'OF DEEP RUN BRIDGE. LOCATED IN THE SOUTH END OF THE EAST ABUTMENT, 5.5
 AE6019'M (18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9327 ***********************************************************************
 AF9327  DESIGNATION -  52 HBC
 AF9327  PID         -  AF9327
 AF9327  STATE/COUNTY-  NC/STOKES
 AF9327  USGS QUAD   -  CLAUDVILLE (1977)
 AF9327
 AF9327                         *CURRENT SURVEY CONTROL
 AF9327  ___________________________________________________________________
 AF9327* NAD 83(2001)-  36 32 40.95384(N)    080 25 33.41407(W)     ADJUSTED  
 AF9327* NAVD 88     -       401.80   (+/-2cm)    1318.2    (feet)  VERTCON   
 AF9327  ___________________________________________________________________
 AF9327  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AF9327  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AF9327  HORZ ORDER  -  THIRD
 AF9327  VERT ORDER  -  THIRD ? (See Below)
 AF9327
 AF9327.The horizontal coordinates were established by classical geodetic methods
 AF9327.and adjusted by the National Geodetic Survey in August 2005.
 AF9327
 AF9327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9327.The vertical order pertains to the NGVD 29 superseded value.
 AF9327
 AF9327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9327
 AF9327.The geoid height was determined by GEOID03.
 AF9327
 AF9327;                    North         East     Units Scale Factor Converg.
 AF9327;SPC NC       -   310,963.107   481,910.537   MT  1.00012748   -0 49 22.9
 AF9327;SPC NC       - 1,020,218.13  1,581,068.15   sFT  1.00012748   -0 49 22.9
 AF9327;UTM  17      - 4,044,520.709   551,380.028   MT  0.99963252   +0 20 30.6
 AF9327
 AF9327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9327!SPC NC       -   0.99994211  x   1.00012748  =   1.00006959
 AF9327!UTM  17      -   0.99994211  x   0.99963252  =   0.99957465
 AF9327
 AF9327                          SUPERSEDED SURVEY CONTROL
 AF9327
 AF9327  NAD 83(1986)-  36 32 40.96102(N)    080 25 33.41893(W) AD(       ) 4
 AF9327  NGVD 29 (07/20/98)  401.97   (m)         1318.8    (f) LEVELING    3  
 AF9327
 AF9327.Superseded values are not recommended for survey control.
 AF9327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9327.See file dsdata.txt to determine how the superseded data were derived.
 AF9327
 AF9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5138044521(NAD 83)
 AF9327_MARKER: DD = SURVEY DISK
 AF9327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9327_STAMPING: 52 HBC 1967 1319
 AF9327_MARK LOGO: USGS  
 AF9327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9327+STABILITY: SURFACE MOTION
 AF9327
 AF9327  HISTORY     - Date     Condition        Report By
 AF9327  HISTORY     - 1967     MONUMENTED       USGS
 AF9327  HISTORY     - 19870304 GOOD             NCGS
 AF9327
 AF9327                          STATION DESCRIPTION
 AF9327
 AF9327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AF9327'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH-NORTHWEST OF ASBURY.
 AF9327'ALONG SR 1415 (CLARK ROAD) FOR 1.25 MI (2.01 KM) NORTHWEST FROM SR
 AF9327'1416, AT A FENCE. MARK PROJECTS 2 INCHES ABOVE GROUND AND IS 3-FEET
 AF9327'LOWER THAN THE ROAD. LOCATED 28.0 FT (8.5 M) EAST OF THE CENTERLINE OF
 AF9327'THE ROAD, 0.5 FT (15.2 CM) NORTH OF A METAL WITNESS POST, AND 15.3 FT
 AF9327'(4.7 M) NORTH OF A FENCE POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1323 ***********************************************************************
 FY1323  DESIGNATION -  52 MAX
 FY1323  PID         -  FY1323
 FY1323  STATE/COUNTY-  NC/ROCKINGHAM
 FY1323  USGS QUAD   -  WILLIAMSBURG (1972)
 FY1323
 FY1323                         *CURRENT SURVEY CONTROL
 FY1323  ___________________________________________________________________
 FY1323* NAD 83(1986)-  36 15 21.     (N)    079 33 47.     (W)     SCALED    
 FY1323* NAVD 88     -       214.690  (meters)     704.36   (feet)  ADJUSTED  
 FY1323  ___________________________________________________________________
 FY1323  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FY1323  DYNAMIC HT  -         214.514 (meters)     703.78  (feet)  COMP
 FY1323  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 FY1323
 FY1323  VERT ORDER  -  SECOND    CLASS 0
 FY1323
 FY1323.The horizontal coordinates were scaled from a topographic map and have
 FY1323.an estimated accuracy of +/- 6 seconds.
 FY1323
 FY1323.The orthometric height was determined by differential leveling
 FY1323.and adjusted in June 1991.
 FY1323
 FY1323.The geoid height was determined by GEOID03.
 FY1323
 FY1323.The dynamic height is computed by dividing the NAVD 88
 FY1323.geopotential number by the normal gravity value computed on the
 FY1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1323.degrees latitude (g = 980.6199 gals.).
 FY1323
 FY1323.The modeled gravity was interpolated from observed gravity values.
 FY1323
 FY1323;                    North         East    Units  Estimated Accuracy
 FY1323;SPC NC       -   278,130.      559,000.      MT  (+/- 180 meters Scaled)
 FY1323
 FY1323                          SUPERSEDED SURVEY CONTROL
 FY1323
 FY1323  NGVD 29 (??/??/92)  214.936  (m)          705.17   (f) ADJ UNCH    2 0
 FY1323
 FY1323.Superseded values are not recommended for survey control.
 FY1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1323.See file dsdata.txt to determine how the superseded data were derived.
 FY1323
 FY1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA290132(NAD 83)
 FY1323_MARKER: DD = SURVEY DISK
 FY1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1323_STAMPING: 52 MAX 1971 705
 FY1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1323+STABILITY: SURFACE MOTION
 FY1323
 FY1323  HISTORY     - Date     Condition        Report By
 FY1323  HISTORY     - 1971     MONUMENTED       USGS
 FY1323  HISTORY     - 1973     GOOD             NCGS
 FY1323  HISTORY     - 1985     GOOD             USPSQD
 FY1323  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 FY1323  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 FY1323
 FY1323                          STATION DESCRIPTION
 FY1323
 FY1323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1323'9 MI SE FROM REIDSVILLE.
 FY1323'TO REACH STATION FROM INTERSECTION OF NC 87, NC 150 AND SR 2619
 FY1323'AT WILLIAMSBURG, PROCEED EAST ALONG SR 2619 FOR 2.15 MILES
 FY1323'TO INTERSECTION WITH SR 2614, CONTINUE SOUTH ALONG SR 2619 FOR
 FY1323'1.0 MILE TO INTERSECTION WITH SR 2620 AND STATION ON RIGHT
 FY1323'AT SOUTH EDGE OF GROUNDS OF HIGH ROCK AME CHURCH, 76.8 FT NW
 FY1323'OF C/L OF SR 2619, AND 146.8 FT S OF SE CORNER OF CHURCH.
 FY1323'DISK IS SET IN TOP OF PRECAST CONCRETE MONUMENT PROJECTING
 FY1323'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY1323
 FY1323                          STATION RECOVERY (1985)
 FY1323
 FY1323'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1323'RECOVERED IN GOOD CONDITION.
 FY1323
 FY1323                          STATION RECOVERY (1996)
 FY1323
 FY1323'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY1323'MARK NOT FOUND.
 FY1323
 FY1323                          STATION RECOVERY (2003)
 FY1323
 FY1323'RECOVERY NOTE BY US POWER SQUADRON 2003 (CSB)
 FY1323'THE AREA WHERE THIS STATION SHOULD BE LOCATED MAY BE UNDER A PARKING
 FY1323'LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9460 ***********************************************************************
 DE9460  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9460  DESIGNATION -  521W 200
 DE9460  PID         -  DE9460
 DE9460  STATE/COUNTY-  NC/GUILFORD
 DE9460  USGS QUAD   -  GUILFORD (1994)
 DE9460
 DE9460                         *CURRENT SURVEY CONTROL
 DE9460  ___________________________________________________________________
 DE9460* NAD 83(2007)-  36 05 56.19965(N)    079 58 33.55849(W)     ADJUSTED  
 DE9460* NAVD 88     -       284.48   (meters)     933.3    (feet)  GPS OBS   
 DE9460  ___________________________________________________________________
 DE9460  EPOCH DATE  -        2002.00
 DE9460  X           -     898,109.230 (meters)                     COMP
 DE9460  Y           -  -5,080,978.096 (meters)                     COMP
 DE9460  Z           -   3,737,217.084 (meters)                     COMP
 DE9460  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 DE9460  ELLIP HEIGHT-         252.728 (meters)          (02/10/07) ADJUSTED
 DE9460  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DE9460
 DE9460  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9460  Type    PID    Designation                      North   East  Ellip
 DE9460  -------------------------------------------------------------------
 DE9460  NETWORK DE9460 521W 200                          1.35   1.10   1.88
 DE9460  -------------------------------------------------------------------
 DE9460
 DE9460.The horizontal coordinates were established by GPS observations
 DE9460.and adjusted by the National Geodetic Survey in February 2007.
 DE9460
 DE9460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9460.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9460.The horizontal coordinates are valid at the epoch date displayed above.
 DE9460.The epoch date for horizontal control is a decimal equivalence
 DE9460.of Year/Month/Day.
 DE9460
 DE9460.The orthometric height was determined by GPS observations and a
 DE9460.high-resolution geoid model.
 DE9460.The orthometric height was determined by GPS observations and a
 DE9460.high-resolution geoid model using precise GPS observation and
 DE9460.processing techniques.
 DE9460
 DE9460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9460
 DE9460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9460
 DE9460.The ellipsoidal height was determined by GPS observations
 DE9460.and is referenced to NAD 83.
 DE9460
 DE9460.The geoid height was determined by GEOID03.
 DE9460
 DE9460;                    North         East     Units Scale Factor Converg.
 DE9460;SPC NC       -   261,011.269   521,715.571   MT  0.99998180   -0 33 47.9
 DE9460;SPC NC       -   856,334.47  1,711,661.84   sFT  0.99998180   -0 33 47.9
 DE9460;UTM  17      - 3,995,408.268   592,177.814   MT  0.99970469   +0 36 12.1
 DE9460
 DE9460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9460!SPC NC       -   0.99996034  x   0.99998180  =   0.99994214
 DE9460!UTM  17      -   0.99996034  x   0.99970469  =   0.99966504
 DE9460
 DE9460                          SUPERSEDED SURVEY CONTROL
 DE9460
 DE9460  NAD 83(2001)-  36 05 56.19996(N)    079 58 33.55838(W) AD(       ) 1
 DE9460  ELLIP H (03/13/03)  252.728  (m)                       GP(       ) 4 2
 DE9460  NAD 83(1986)-  36 05 56.20582(N)    079 58 33.56697(W) AD(       ) 1
 DE9460
 DE9460.Superseded values are not recommended for survey control.
 DE9460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9460.See file dsdata.txt to determine how the superseded data were derived.
 DE9460
 DE9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9217895408(NAD 83)
 DE9460_MARKER: DD = SURVEY DISK
 DE9460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9460_STAMPING: 521W200 1999
 DE9460_MARK LOGO: NC1940
 DE9460_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9460+STABILITY: SURFACE MOTION
 DE9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9460+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9460
 DE9460  HISTORY     - Date     Condition        Report By
 DE9460  HISTORY     - 1999     MONUMENTED       NC1940
 DE9460
 DE9460                          STATION DESCRIPTION
 DE9460
 DE9460'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9460'STATION IS ABOUT 10.5 MI (16.9 KM) WEST OF THE DOWNTOWN GREENSBORO
 DE9460'GOVERNMENT PLAZA, AND 2.4 MI (3.9 KM) EAST-SOUTHEAST OF COLFAX.
 DE9460'ALONG WEST MARKET STREET, 0.7 MI (1.1 KM) WEST FROM NC 68, ON A BANK
 DE9460'ON SOUTHEAST SIDE OF ENTRANCE TO SOUTHEASTERN FREIGHT LINES.
 DE9460'MARK IS ABOUT 4-FEET HIGHER THAN CENTER OF ROAD AND FLUSH WITH THE
 DE9460'GROUND. LOCATED 52.7 FT (16.1 M) NORTHEAST OF CENTERLINE OF MARKET
 DE9460'STREET, 75.0 FT (22.9 M) SOUTHEAST OF CENTERLINE OF FREIGHT COMPANY
 DE9460'DRIVEWAY, 29.7 FT (9.1 M) EAST OF POWER POLE WITH GUY WIRES, AND 27.0
 DE9460'FT (8.2 M) EAST OF CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9350 ***********************************************************************
 DE9350  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9350  DESIGNATION -  522W 200
 DE9350  PID         -  DE9350
 DE9350  STATE/COUNTY-  NC/GUILFORD
 DE9350  USGS QUAD   -  GUILFORD (1994)
 DE9350
 DE9350                         *CURRENT SURVEY CONTROL
 DE9350  ___________________________________________________________________
 DE9350* NAD 83(2007)-  36 06 47.09519(N)    079 58 42.34390(W)     ADJUSTED  
 DE9350* NAVD 88     -       292.25   (meters)     958.8    (feet)  GPS OBS   
 DE9350  ___________________________________________________________________
 DE9350  EPOCH DATE  -        2002.00
 DE9350  X           -     897,733.024 (meters)                     COMP
 DE9350  Y           -  -5,080,112.107 (meters)                     COMP
 DE9350  Z           -   3,738,489.084 (meters)                     COMP
 DE9350  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 DE9350  ELLIP HEIGHT-         260.416 (meters)          (02/10/07) ADJUSTED
 DE9350  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE9350
 DE9350  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9350  Type    PID    Designation                      North   East  Ellip
 DE9350  -------------------------------------------------------------------
 DE9350  NETWORK DE9350 522W 200                          0.98   0.84   1.76
 DE9350  -------------------------------------------------------------------
 DE9350
 DE9350.The horizontal coordinates were established by GPS observations
 DE9350.and adjusted by the National Geodetic Survey in February 2007.
 DE9350
 DE9350.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9350.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9350.The horizontal coordinates are valid at the epoch date displayed above.
 DE9350.The epoch date for horizontal control is a decimal equivalence
 DE9350.of Year/Month/Day.
 DE9350
 DE9350.The orthometric height was determined by GPS observations and a
 DE9350.high-resolution geoid model.
 DE9350.The orthometric height was determined by GPS observations and a
 DE9350.high-resolution geoid model using precise GPS observation and
 DE9350.processing techniques.
 DE9350
 DE9350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9350
 DE9350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9350
 DE9350.The ellipsoidal height was determined by GPS observations
 DE9350.and is referenced to NAD 83.
 DE9350
 DE9350.The geoid height was determined by GEOID03.
 DE9350
 DE9350;                    North         East     Units Scale Factor Converg.
 DE9350;SPC NC       -   262,582.058   521,511.288   MT  0.99998549   -0 33 53.0
 DE9350;SPC NC       -   861,487.97  1,710,991.62   sFT  0.99998549   -0 33 53.0
 DE9350;UTM  17      - 3,996,974.134   591,941.653   MT  0.99970416   +0 36 07.7
 DE9350
 DE9350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9350!SPC NC       -   0.99995913  x   0.99998549  =   0.99994462
 DE9350!UTM  17      -   0.99995913  x   0.99970416  =   0.99966330
 DE9350
 DE9350                          SUPERSEDED SURVEY CONTROL
 DE9350
 DE9350  NAD 83(2001)-  36 06 47.09549(N)    079 58 42.34375(W) AD(       ) 1
 DE9350  ELLIP H (03/13/03)  260.413  (m)                       GP(       ) 4 2
 DE9350  NAD 83(1986)-  36 06 47.10147(N)    079 58 42.35223(W) AD(       ) 1
 DE9350
 DE9350.Superseded values are not recommended for survey control.
 DE9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9350.See file dsdata.txt to determine how the superseded data were derived.
 DE9350
 DE9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9194296974(NAD 83)
 DE9350_MARKER: DD = SURVEY DISK
 DE9350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9350_STAMPING: 522W.200 7/97
 DE9350_MARK LOGO: NC1940
 DE9350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9350+STABILITY: SURFACE MOTION
 DE9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9350+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9350
 DE9350  HISTORY     - Date     Condition        Report By
 DE9350  HISTORY     - 1997     MONUMENTED       NC1940
 DE9350
 DE9350                          STATION DESCRIPTION
 DE9350
 DE9350'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9350'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST OF THE DOWNTOWN
 DE9350'GREENSBORO GOVERNMENT COMPLEX, AND 2.2 MI (3.5 KM) WEST-NORTHWEST OF
 DE9350'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG PLEASANT RIDGE ROAD.
 DE9350'PROCEED WEST ALONG WEST MARKET STREET (US 421) FOR 1.2 MI (1.9 KM)
 DE9350'FROM THE NC 68 BRIDGE, THENCE RIGHT/NORTH ALONG PLEASANT RIDGE ROAD
 DE9350'FOR 0.7 MI (1.1 KM) TO STATION ON RIGHT/SOUTHEAST SIDE OF ROAD,
 DE9350'OPPOSITE HOUSE NUMBER 1175, AND 0.45 MI (0.72 KM) SOUTHWEST THE CUDE
 DE9350'ROAD INTERSECTION.
 DE9350'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9350'GROUND. LOCATED 20.5 FT (6.2 M) SOUTHEAST OF THE CENTERLINE OF
 DE9350'PLEASANT RIDGE ROAD, 85.0 FT (25.9 M) NORTHEAST OF CENTERLINE OF
 DE9350'DRIVEWAY TO HOUSE 1172, AND 73.6 FT (22.4 M) NORTHEAST OF POWER POLE
 DE9350'WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9351 ***********************************************************************
 DE9351  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9351  DESIGNATION -  523E 200
 DE9351  PID         -  DE9351
 DE9351  STATE/COUNTY-  NC/GUILFORD
 DE9351  USGS QUAD   -  GUILFORD (1994)
 DE9351
 DE9351                         *CURRENT SURVEY CONTROL
 DE9351  ___________________________________________________________________
 DE9351* NAD 83(2007)-  36 07 01.39409(N)    079 58 26.52811(W)     NO CHECK  
 DE9351* NAVD 88     -       290.95   (meters)     954.6    (feet)  GPS OBS   
 DE9351  ___________________________________________________________________
 DE9351  EPOCH DATE  -        2002.00
 DE9351  X           -     898,077.141 (meters)                     COMP
 DE9351  Y           -  -5,079,786.413 (meters)                     COMP
 DE9351  Z           -   3,738,844.370 (meters)                     COMP
 DE9351  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 DE9351  ELLIP HEIGHT-         259.120 (meters)          (02/10/07) NO CHECK
 DE9351  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 DE9351
 DE9351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9351  Type    PID    Designation                      North   East  Ellip
 DE9351  -------------------------------------------------------------------
 DE9351  NETWORK DE9351 523E 200                          1.02   0.86   1.65
 DE9351  -------------------------------------------------------------------
 DE9351
 DE9351.The horizontal coordinates were established by GPS observations
 DE9351.and adjusted by the National Geodetic Survey in February 2007.
 DE9351
 DE9351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9351.No horizontal observational check was made to the station.
 DE9351.The horizontal coordinates are valid at the epoch date displayed above.
 DE9351.The epoch date for horizontal control is a decimal equivalence
 DE9351.of Year/Month/Day.
 DE9351
 DE9351.The orthometric height was determined by GPS observations and a
 DE9351.high-resolution geoid model.
 DE9351.The orthometric height was determined by GPS observations and a
 DE9351.high-resolution geoid model using precise GPS observation and
 DE9351.processing techniques.
 DE9351
 DE9351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9351
 DE9351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9351
 DE9351.The ellipsoidal height was determined by GPS observations
 DE9351.and is referenced to NAD 83.
 DE9351
 DE9351.The geoid height was determined by GEOID03.
 DE9351
 DE9351;                    North         East     Units Scale Factor Converg.
 DE9351;SPC NC       -   263,018.869   521,911.135   MT  0.99998653   -0 33 43.9
 DE9351;SPC NC       -   862,921.07  1,712,303.45   sFT  0.99998653   -0 33 43.9
 DE9351;UTM  17      - 3,997,418.872   592,332.412   MT  0.99970504   +0 36 17.2
 DE9351
 DE9351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9351!SPC NC       -   0.99995933  x   0.99998653  =   0.99994586
 DE9351!UTM  17      -   0.99995933  x   0.99970504  =   0.99966439
 DE9351
 DE9351:                Primary Azimuth Mark                     Grid Az
 DE9351:SPC NC       -  523E 201                                 066 33 33.0
 DE9351:UTM  17      -  523E 201                                 065 23 31.9
 DE9351
 DE9351|---------------------------------------------------------------------|
 DE9351| PID    Reference Object                     Distance      Geod. Az  |
 DE9351|                                                           dddmmss.s |
 DE9351| DE9458 523E 201                            APPROX. 0.7 KM 0655949.1 |
 DE9351|---------------------------------------------------------------------|
 DE9351
 DE9351                          SUPERSEDED SURVEY CONTROL
 DE9351
 DE9351  NAD 83(2001)-  36 07 01.39438(N)    079 58 26.52796(W) AD(       ) 1
 DE9351  ELLIP H (03/13/03)  259.117  (m)                       GP(       ) 4 2
 DE9351  NAD 83(1986)-  36 07 01.40036(N)    079 58 26.53643(W) AD(       ) 1
 DE9351
 DE9351.Superseded values are not recommended for survey control.
 DE9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9351.See file dsdata.txt to determine how the superseded data were derived.
 DE9351
 DE9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9233297419(NAD 83)
 DE9351_MARKER: DD = SURVEY DISK
 DE9351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9351_STAMPING: 523W.200 7/97
 DE9351_MARK LOGO: NC1940
 DE9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9351+STABILITY: SURFACE MOTION
 DE9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9351+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9351
 DE9351  HISTORY     - Date     Condition        Report By
 DE9351  HISTORY     - 1997     MONUMENTED       NC1940
 DE9351
 DE9351                          STATION DESCRIPTION
 DE9351
 DE9351'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9351'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST OF THE DOWNTOWN
 DE9351'GREENSBORO GOVERNMENT COMPLEX, AND 2.1 MI (3.4 KM) WEST-NORTHWEST OF
 DE9351'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF
 DE9351'PLEASANT RIDGE ROAD (SR 2133) AND CUDE ROAD (SR 2016).
 DE9351'PROCEED WEST ALONG WEST MARKET STREET (US 421) FOR 1.2 MI (1.9 KM)
 DE9351'FROM THE NC 68 BRIDGE, THENCE RIGHT/NORTH ALONG PLEASANT RIDGE ROAD
 DE9351'FOR 1.1 MI (1.8 KM) TO STATION ON LEFT/NORTHWEST SIDE OF ROAD, ABOUT
 DE9351'250-FEET SOUTHWEST OF INTERSECTION WITH CUDE ROAD.
 DE9351'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD, AND RECESSED
 DE9351'1-INCH BELOW THE GROUND. LOCATED 25.9 FT (7.9 M) NORTHWEST OF THE
 DE9351'CENTERLINE OF PLEASANT RIDGE ROAD, 22.0 FT (6.7 M) NORTH-NORTHEAST OF
 DE9351'MAILBOX (1198), 44.6 FT (13.6 M) SOUTHWEST OF POWER POLE (INSIDE
 DE9351'FENCE), AND 3.2 FT (1.0 M) SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9458 ***********************************************************************
 DE9458  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9458  DESIGNATION -  523E 201
 DE9458  PID         -  DE9458
 DE9458  STATE/COUNTY-  NC/GUILFORD
 DE9458  USGS QUAD   -  GUILFORD (1994)
 DE9458
 DE9458                         *CURRENT SURVEY CONTROL
 DE9458  ___________________________________________________________________
 DE9458* NAD 83(2007)-  36 07 10.14817(N)    079 58 02.29578(W)     ADJUSTED  
 DE9458* NAVD 88     -       290.55   (meters)     953.2    (feet)  GPS OBS   
 DE9458  ___________________________________________________________________
 DE9458  EPOCH DATE  -        2002.00
 DE9458  X           -     898,646.152 (meters)                     COMP
 DE9458  Y           -  -5,079,523.936 (meters)                     COMP
 DE9458  Z           -   3,739,062.112 (meters)                     COMP
 DE9458  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 DE9458  ELLIP HEIGHT-         258.728 (meters)          (02/10/07) ADJUSTED
 DE9458  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DE9458
 DE9458  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9458  Type    PID    Designation                      North   East  Ellip
 DE9458  -------------------------------------------------------------------
 DE9458  NETWORK DE9458 523E 201                          0.94   0.76   1.37
 DE9458  -------------------------------------------------------------------
 DE9458
 DE9458.The horizontal coordinates were established by GPS observations
 DE9458.and adjusted by the National Geodetic Survey in February 2007.
 DE9458
 DE9458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9458.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9458.The horizontal coordinates are valid at the epoch date displayed above.
 DE9458.The epoch date for horizontal control is a decimal equivalence
 DE9458.of Year/Month/Day.
 DE9458
 DE9458.The orthometric height was determined by GPS observations and a
 DE9458.high-resolution geoid model.
 DE9458.The orthometric height was determined by GPS observations and a
 DE9458.high-resolution geoid model using precise GPS observation and
 DE9458.processing techniques.
 DE9458
 DE9458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9458
 DE9458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9458
 DE9458.The ellipsoidal height was determined by GPS observations
 DE9458.and is referenced to NAD 83.
 DE9458
 DE9458.The geoid height was determined by GEOID03.
 DE9458
 DE9458;                    North         East     Units Scale Factor Converg.
 DE9458;SPC NC       -   263,282.750   522,519.739   MT  0.99998717   -0 33 29.9
 DE9458;SPC NC       -   863,786.82  1,714,300.18   sFT  0.99998717   -0 33 29.9
 DE9458;UTM  17      - 3,997,695.017   592,935.345   MT  0.99970642   +0 36 31.6
 DE9458
 DE9458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9458!SPC NC       -   0.99995939  x   0.99998717  =   0.99994657
 DE9458!UTM  17      -   0.99995939  x   0.99970642  =   0.99966583
 DE9458
 DE9458:                Primary Azimuth Mark                     Grid Az
 DE9458:SPC NC       -  523E 200                                 246 33 33.3
 DE9458:UTM  17      -  523E 200                                 245 23 31.8
 DE9458
 DE9458|---------------------------------------------------------------------|
 DE9458| PID    Reference Object                     Distance      Geod. Az  |
 DE9458|                                                           dddmmss.s |
 DE9458| DE9351 523E 200                            APPROX. 0.7 KM 2460003.4 |
 DE9458|---------------------------------------------------------------------|
 DE9458
 DE9458                          SUPERSEDED SURVEY CONTROL
 DE9458
 DE9458  NAD 83(2001)-  36 07 10.14846(N)    079 58 02.29563(W) AD(       ) 1
 DE9458  ELLIP H (03/13/03)  258.727  (m)                       GP(       ) 4 2
 DE9458  NAD 83(1986)-  36 07 10.15440(N)    079 58 02.30420(W) AD(       ) 1
 DE9458
 DE9458.Superseded values are not recommended for survey control.
 DE9458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9458.See file dsdata.txt to determine how the superseded data were derived.
 DE9458
 DE9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9293597695(NAD 83)
 DE9458_MARKER: DD = SURVEY DISK
 DE9458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9458_STAMPING: 523E201 1999
 DE9458_MARK LOGO: NC1940
 DE9458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9458+STABILITY: SURFACE MOTION
 DE9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9458+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9458
 DE9458  HISTORY     - Date     Condition        Report By
 DE9458  HISTORY     - 1999     MONUMENTED       NC1940
 DE9458
 DE9458                          STATION DESCRIPTION
 DE9458
 DE9458'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9458'STATION IS ABOUT 10.3 MI (16.6 KM) WEST-NORTHWEST OF THE DOWNTOWN
 DE9458'GREENSBORO GOVERNMENT PLAZA, AND 2.0 MI (3.2 KM) NORTHWEST OF THE
 DE9458'PIEDMONT TRIAD INTERNATIONAL AIRPORT.
 DE9458'ALONG SR 2133 (PLEASANT RIDGE ROAD), 0.5 MI (0.8 KM) SOUTHWEST OF NC
 DE9458'68, IN THE NORTHEAST QUADRANT OF INTERSECTION WITH BRIGHAM ROAD
 DE9458'(ENTRANCE INTO WOODFIELD SUBDIVISION).
 DE9458'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9458'LOCATED 33.2 FT (10.1 M) EAST OF CENTERLINE OF BRIGHAM ROAD, 38.6 FT
 DE9458'(11.8 M) NORTH-NORTHWEST OF CENTERLINE OF TURN LANE WITHIN SR 2133,
 DE9458'12.0 FT (3.7 M) SOUTHEAST OF STREET SIGN, 16.5 FT (5.0 M) WEST OF
 DE9458'TELEPHONE PEDESTAL, 17.5 FT (5.3 M) WEST OF POWER POLE (50T), AND 28.0
 DE9458'FT (8.5 M) NORTHEAST OF A WATERVALVE IN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9323 ***********************************************************************
 DE9323  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9323  DESIGNATION -  52E 200
 DE9323  PID         -  DE9323
 DE9323  STATE/COUNTY-  NC/GUILFORD
 DE9323  USGS QUAD   -  GREENSBORO (1994)
 DE9323
 DE9323                         *CURRENT SURVEY CONTROL
 DE9323  ___________________________________________________________________
 DE9323* NAD 83(2007)-  36 06 27.83065(N)    079 48 24.34622(W)     ADJUSTED  
 DE9323* NAVD 88     -       237.44   (meters)     779.0    (feet)  GPS OBS   
 DE9323  ___________________________________________________________________
 DE9323  EPOCH DATE  -        2002.00
 DE9323  X           -     913,003.885 (meters)                     COMP
 DE9323  Y           -  -5,077,701.013 (meters)                     COMP
 DE9323  Z           -   3,737,977.492 (meters)                     COMP
 DE9323  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 DE9323  ELLIP HEIGHT-         206.342 (meters)          (02/10/07) ADJUSTED
 DE9323  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DE9323
 DE9323  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9323  Type    PID    Designation                      North   East  Ellip
 DE9323  -------------------------------------------------------------------
 DE9323  NETWORK DE9323 52E 200                           0.94   0.84   1.45
 DE9323  -------------------------------------------------------------------
 DE9323
 DE9323.The horizontal coordinates were established by GPS observations
 DE9323.and adjusted by the National Geodetic Survey in February 2007.
 DE9323
 DE9323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9323.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9323.The horizontal coordinates are valid at the epoch date displayed above.
 DE9323.The epoch date for horizontal control is a decimal equivalence
 DE9323.of Year/Month/Day.
 DE9323
 DE9323.The orthometric height was determined by GPS observations and a
 DE9323.high-resolution geoid model.
 DE9323.The orthometric height was determined by GPS observations and a
 DE9323.high-resolution geoid model using precise GPS observation and
 DE9323.processing techniques.
 DE9323
 DE9323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9323
 DE9323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9323
 DE9323.The ellipsoidal height was determined by GPS observations
 DE9323.and is referenced to NAD 83.
 DE9323
 DE9323.The geoid height was determined by GEOID03.
 DE9323
 DE9323;                    North         East     Units Scale Factor Converg.
 DE9323;SPC NC       -   261,849.336   536,961.525   MT  0.99998408   -0 27 56.3
 DE9323;SPC NC       -   859,084.03  1,761,681.27   sFT  0.99998408   -0 27 56.3
 DE9323;UTM  17      - 3,996,556.578   607,399.562   MT  0.99974212   +0 42 11.7
 DE9323
 DE9323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9323!SPC NC       -   0.99996762  x   0.99998408  =   0.99995170
 DE9323!UTM  17      -   0.99996762  x   0.99974212  =   0.99970974
 DE9323
 DE9323:                Primary Azimuth Mark                     Grid Az
 DE9323:SPC NC       -  52W 200                                  296 33 35.2
 DE9323:UTM  17      -  52W 200                                  295 23 27.2
 DE9323
 DE9323|---------------------------------------------------------------------|
 DE9323| PID    Reference Object                     Distance      Geod. Az  |
 DE9323|                                                           dddmmss.s |
 DE9323| DE9322 52W 200                             465.017 METERS 2960538.9 |
 DE9323|---------------------------------------------------------------------|
 DE9323
 DE9323                          SUPERSEDED SURVEY CONTROL
 DE9323
 DE9323  NAD 83(2001)-  36 06 27.83109(N)    079 48 24.34579(W) AD(       ) 1
 DE9323  ELLIP H (03/13/03)  206.338  (m)                       GP(       ) 4 2
 DE9323  NAD 83(1986)-  36 06 27.83740(N)    079 48 24.35300(W) AD(       ) 1
 DE9323
 DE9323.Superseded values are not recommended for survey control.
 DE9323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9323.See file dsdata.txt to determine how the superseded data were derived.
 DE9323
 DE9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0740096557(NAD 83)
 DE9323_MARKER: DD = SURVEY DISK
 DE9323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9323_STAMPING: 52E.200 7/97
 DE9323_MARK LOGO: NC1940
 DE9323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9323+STABILITY: SURFACE MOTION
 DE9323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9323+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9323
 DE9323  HISTORY     - Date     Condition        Report By
 DE9323  HISTORY     - 1997     MONUMENTED       NC1940
 DE9323
 DE9323                          STATION DESCRIPTION
 DE9323
 DE9323'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9323'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH-NORTHWEST OF THE
 DE9323'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 7.5 MI (12.1 KM) EAST OF THE
 DE9323'PIEDMONT TRIAD INTERNATIONAL AIRPORT, APPROXIMATELY 300-FEET EAST OF
 DE9323'THE INTERSECTION OF EAST CONE BOULEVARD AND LAFAYETTE AVENUE.
 DE9323'ALONG CONE BOULEVARD FOR 1.3 MI (2.1 KM) EAST FROM BATTLEGROUND AVENUE
 DE9323'(US 220) TO STATION IN MEDIAN ON LEFT (NORTH SIDE OF CREEK), AND
 DE9323'OPPOSITE THE PARKING LOT OF IRVING PARK UNITED METHODIST CHURCH.
 DE9323'MARK IS ABOUT LEVEL WITH THE CENTER OF WESTBOUND LANES AND FLUSH WITH
 DE9323'THE GROUND. LOCATED 26.2 FT (8.0 M) SOUTHWEST OF THE CENTERLINE OF
 DE9323'WESTBOUND LANES, 75.2 FT (22.9 M) WEST-SOUTHWEST OF A POWER POLE (9)
 DE9323'WITH--NO PARKING--SIGN ON NORTH SIDE OF ROAD, 64.7 FT (19.7 M) WEST OF
 DE9323'A MANHOLE IN CATCH BASIN ON NORTH SIDE OF ROAD, AND 16.8 FT (5.1 M)
 DE9323'NORTHEAST OF THE TOE OF SLOPE, PARKLAWN/TOP OF BANK, CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9322 ***********************************************************************
 DE9322  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9322  DESIGNATION -  52W 200
 DE9322  PID         -  DE9322
 DE9322  STATE/COUNTY-  NC/GUILFORD
 DE9322  USGS QUAD   -  GREENSBORO (1994)
 DE9322
 DE9322                         *CURRENT SURVEY CONTROL
 DE9322  ___________________________________________________________________
 DE9322* NAD 83(2007)-  36 06 34.46628(N)    079 48 41.04376(W)     ADJUSTED  
 DE9322* NAVD 88     -       239.83   (meters)     786.8    (feet)  GPS OBS   
 DE9322  ___________________________________________________________________
 DE9322  EPOCH DATE  -        2002.00
 DE9322  X           -     912,571.849 (meters)                     COMP
 DE9322  Y           -  -5,077,658.152 (meters)                     COMP
 DE9322  Z           -   3,738,144.129 (meters)                     COMP
 DE9322  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 DE9322  ELLIP HEIGHT-         208.708 (meters)          (02/10/07) ADJUSTED
 DE9322  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DE9322
 DE9322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9322  Type    PID    Designation                      North   East  Ellip
 DE9322  -------------------------------------------------------------------
 DE9322  NETWORK DE9322 52W 200                           1.06   0.92   1.59
 DE9322  -------------------------------------------------------------------
 DE9322
 DE9322.The horizontal coordinates were established by GPS observations
 DE9322.and adjusted by the National Geodetic Survey in February 2007.
 DE9322
 DE9322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9322.The horizontal coordinates are valid at the epoch date displayed above.
 DE9322.The epoch date for horizontal control is a decimal equivalence
 DE9322.of Year/Month/Day.
 DE9322
 DE9322.The orthometric height was determined by GPS observations and a
 DE9322.high-resolution geoid model.
 DE9322.The orthometric height was determined by GPS observations and a
 DE9322.high-resolution geoid model using precise GPS observation and
 DE9322.processing techniques.
 DE9322
 DE9322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9322
 DE9322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9322
 DE9322.The ellipsoidal height was determined by GPS observations
 DE9322.and is referenced to NAD 83.
 DE9322
 DE9322.The geoid height was determined by GEOID03.
 DE9322
 DE9322;                    North         East     Units Scale Factor Converg.
 DE9322;SPC NC       -   262,057.256   536,545.590   MT  0.99998457   -0 28 05.9
 DE9322;SPC NC       -   859,766.18  1,760,316.66   sFT  0.99998457   -0 28 05.9
 DE9322;UTM  17      - 3,996,755.922   606,979.573   MT  0.99974101   +0 42 02.0
 DE9322
 DE9322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9322!SPC NC       -   0.99996724  x   0.99998457  =   0.99995182
 DE9322!UTM  17      -   0.99996724  x   0.99974101  =   0.99970826
 DE9322
 DE9322:                Primary Azimuth Mark                     Grid Az
 DE9322:SPC NC       -  52E 200                                  116 33 35.0
 DE9322:UTM  17      -  52E 200                                  115 23 27.1
 DE9322
 DE9322|---------------------------------------------------------------------|
 DE9322| PID    Reference Object                     Distance      Geod. Az  |
 DE9322|                                                           dddmmss.s |
 DE9322| DE9323 52E 200                             465.017 METERS 1160529.1 |
 DE9322|---------------------------------------------------------------------|
 DE9322
 DE9322                          SUPERSEDED SURVEY CONTROL
 DE9322
 DE9322  NAD 83(2001)-  36 06 34.46672(N)    079 48 41.04333(W) AD(       ) 1
 DE9322  ELLIP H (03/13/03)  208.704  (m)                       GP(       ) 4 2
 DE9322  NAD 83(1986)-  36 06 34.47302(N)    079 48 41.05055(W) AD(       ) 1
 DE9322
 DE9322.Superseded values are not recommended for survey control.
 DE9322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9322.See file dsdata.txt to determine how the superseded data were derived.
 DE9322
 DE9322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0698096756(NAD 83)
 DE9322_MARKER: DD = SURVEY DISK
 DE9322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9322_STAMPING: 52W.200 7/97
 DE9322_MARK LOGO: NC1940
 DE9322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9322+STABILITY: SURFACE MOTION
 DE9322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9322+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9322
 DE9322  HISTORY     - Date     Condition        Report By
 DE9322  HISTORY     - 1997     MONUMENTED       NC1940
 DE9322
 DE9322                          STATION DESCRIPTION
 DE9322
 DE9322'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9322'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHWEST OF THE
 DE9322'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 7.2 MI (11.6 KM) EAST OF THE
 DE9322'PIEDMONT TRIAD INTERNATIONAL AIRPORT, APPROXIMATELY 60-FEET SOUTHEAST
 DE9322'OF THE INTERSECTION OF EAST CONE BOULEVARD AND LILAC LANE.
 DE9322'ALONG CONE BOULEVARD FOR 1.0 MI (1.6 KM) EAST FROM BATTLEGROUND AVENUE
 DE9322'(US 220) TO STATION IN MEDIAN ON LEFT (NORTH SIDE OF CREEK).
 DE9322'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF WESTBOUND LANES AND
 DE9322'FLUSH WITH THE GROUND. LOCATED 56.6 FT (17.3 M) SOUTH-SOUTHWEST OF THE
 DE9322'CENTERLINE OF WESTBOUND LANES, 171.7 FT (52.3 M) WEST-NORTHWEST OF THE
 DE9322'CENTERLINE OF HOLLY DRIVE, 46.0 FT (14.0 M) NORTHEAST OF CENTERLINE OF
 DE9322'CREEK, AND 56.1 FT (17.1 M) SOUTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0264 ***********************************************************************
 EB0264  DESIGNATION -  53
 EB0264  PID         -  EB0264
 EB0264  STATE/COUNTY-  NC/COLUMBUS
 EB0264  USGS QUAD   -  FREEMAN (1986)
 EB0264
 EB0264                         *CURRENT SURVEY CONTROL
 EB0264  ___________________________________________________________________
 EB0264* NAD 83(1986)-  34 19 07.     (N)    078 19 53.     (W)     SCALED    
 EB0264* NAVD 88     -        16.369  (meters)      53.70   (feet)  ADJUSTED  
 EB0264  ___________________________________________________________________
 EB0264  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EB0264  DYNAMIC HT  -          16.353 (meters)      53.65  (feet)  COMP
 EB0264  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EB0264
 EB0264  VERT ORDER  -  FIRST     CLASS II
 EB0264
 EB0264.The horizontal coordinates were scaled from a topographic map and have
 EB0264.an estimated accuracy of +/- 6 seconds.
 EB0264
 EB0264.The orthometric height was determined by differential leveling
 EB0264.and adjusted in June 1991.
 EB0264
 EB0264.The geoid height was determined by GEOID03.
 EB0264
 EB0264.The dynamic height is computed by dividing the NAVD 88
 EB0264.geopotential number by the normal gravity value computed on the
 EB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0264.degrees latitude (g = 980.6199 gals.).
 EB0264
 EB0264.The modeled gravity was interpolated from observed gravity values.
 EB0264
 EB0264;                    North         East    Units  Estimated Accuracy
 EB0264;SPC NC       -    63,290.      671,140.      MT  (+/- 180 meters Scaled)
 EB0264
 EB0264                          SUPERSEDED SURVEY CONTROL
 EB0264
 EB0264  NGVD 29 (??/??/92)   16.696  (m)           54.78   (f) ADJ UNCH    1 2
 EB0264
 EB0264.Superseded values are not recommended for survey control.
 EB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0264.See file dsdata.txt to determine how the superseded data were derived.
 EB0264
 EB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU455007(NAD 83)
 EB0264_MARKER: DD = SURVEY DISK
 EB0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0264_STAMPING: N.J. 53
 EB0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0264+STABILITY: SURFACE MOTION
 EB0264
 EB0264  HISTORY     - Date     Condition        Report By
 EB0264  HISTORY     - UNK      MONUMENTED       RBNF
 EB0264  HISTORY     - 1961     GOOD             NGS
 EB0264  HISTORY     - 1963     MARK NOT FOUND   NGS
 EB0264
 EB0264                          STATION DESCRIPTION
 EB0264
 EB0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 EB0264'4 MI E FROM BOLTON.
 EB0264'ABOUT 4 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0264'BOLTON, COLUMBUS COUNTY, ABOUT 300 YARDS EAST OF MILEPOST W 25,
 EB0264'ABOUT 58.3 FEET NORTH OF THE NORTH RAIL, AND 27 FEET SOUTH OF
 EB0264'THE CENTER LINE OF U.S. HIGHWAY 74.  THE TOP OF A 6 BY 6 INCH
 EB0264'GRANITE POST, INSCRIBED N.J. 53.
 EB0264
 EB0264                          STATION RECOVERY (1963)
 EB0264
 EB0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1692 ***********************************************************************
 FB1692  DESIGNATION -  53 A
 FB1692  PID         -  FB1692
 FB1692  STATE/COUNTY-  NC/SWAIN
 FB1692  USGS QUAD   -  TUSKEEGEE (1987)
 FB1692
 FB1692                         *CURRENT SURVEY CONTROL
 FB1692  ___________________________________________________________________
 FB1692* NAD 83(1986)-  35 26 09.     (N)    083 40 10.     (W)     SCALED    
 FB1692* NAVD 88     -       424.34   (+/-2cm)    1392.2    (feet)  VERTCON   
 FB1692  ___________________________________________________________________
 FB1692  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1692  VERT ORDER  -  ? (See Below)
 FB1692
 FB1692.The horizontal coordinates were scaled from a topographic map and have
 FB1692.an estimated accuracy of +/- 6 seconds.
 FB1692
 FB1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1692.The vertical order pertains to the NGVD 29 superseded value.
 FB1692
 FB1692.The geoid height was determined by GEOID03.
 FB1692
 FB1692;                    North         East    Units  Estimated Accuracy
 FB1692;SPC NC       -   196,980.      185,820.      MT  (+/- 180 meters Scaled)
 FB1692
 FB1692                          SUPERSEDED SURVEY CONTROL
 FB1692
 FB1692  NGVD 29 (??/??/92)  424.395  (m)         1392.37   (f) ADJ UNCH    ?  
 FB1692
 FB1692.Superseded values are not recommended for survey control.
 FB1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1692.See file dsdata.txt to determine how the superseded data were derived.
 FB1692
 FB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV576246(NAD 83)
 FB1692_MARKER: X = CHISELED CROSS
 FB1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1692_SP_SET: BRIDGE
 FB1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1692
 FB1692  HISTORY     - Date     Condition        Report By
 FB1692  HISTORY     - UNK      MONUMENTED       USGS
 FB1692  HISTORY     - 1934     GOOD             NGS
 FB1692
 FB1692                          STATION DESCRIPTION
 FB1692
 FB1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1692'1.7 MI E FROM MARCUS.
 FB1692'1.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1692'MARCUS, SWAIN COUNTY, 70 FEET EAST OF MILEPOST 7, AT A BRIDGE
 FB1692'OVER PILKEY CREEK, ON THE SOUTH END OF THE WEST ABUTMENT, 6 FEET
 FB1692'SOUTH OF THE SOUTH RAIL, AND 1 1/2 FEET LOWER THAN THE TRACK.  A
 FB1692'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4226 ***********************************************************************
 AH4226  DESIGNATION -  53 HLZ
 AH4226  PID         -  AH4226
 AH4226  STATE/COUNTY-  NC/SURRY
 AH4226  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH4226
 AH4226                         *CURRENT SURVEY CONTROL
 AH4226  ___________________________________________________________________
 AH4226* NAD 83(2001)-  36 23 33.34190(N)    080 34 25.55458(W)     ADJUSTED  
 AH4226* NAVD 88     -       335.54   (+/-2cm)    1100.9    (feet)  VERTCON   
 AH4226  ___________________________________________________________________
 AH4226  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AH4226  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AH4226  HORZ ORDER  -  SECOND
 AH4226  VERT ORDER  -  THIRD (See Below)
 AH4226
 AH4226.The horizontal coordinates were established by classical geodetic methods
 AH4226.and adjusted by the National Geodetic Survey in August 2005.
 AH4226
 AH4226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4226.The vertical order pertains to the NGVD 29 superseded value.
 AH4226
 AH4226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4226
 AH4226.The geoid height was determined by GEOID03.
 AH4226
 AH4226;                    North         East     Units Scale Factor Converg.
 AH4226;SPC NC       -   294,283.764   468,407.293   MT  1.00007090   -0 54 30.0
 AH4226;SPC NC       -   965,495.98  1,536,766.26   sFT  1.00007090   -0 54 30.0
 AH4226;UTM  17      - 4,027,578.762   538,224.330   MT  0.99961800   +0 15 10.4
 AH4226
 AH4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4226!SPC NC       -   0.99995259  x   1.00007090  =   1.00002349
 AH4226!UTM  17      -   0.99995259  x   0.99961800  =   0.99957061
 AH4226
 AH4226                          SUPERSEDED SURVEY CONTROL
 AH4226
 AH4226  NAD 83(1986)-  36 23 33.34923(N)    080 34 25.56007(W) AD(       ) 2
 AH4226  NGVD 29 (12/22/97)  335.70   (m)         1101.4    (f) LEVELING    3  
 AH4226
 AH4226.Superseded values are not recommended for survey control.
 AH4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4226.See file dsdata.txt to determine how the superseded data were derived.
 AH4226
 AH4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3822427579(NAD 83)
 AH4226_MARKER: DB = BENCH MARK DISK
 AH4226_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4226+WITH SETTING: PAVEMENT
 AH4226_SP_SET: SET IN CONCRETE STEPS
 AH4226_STAMPING: 53 HLZ 1969
 AH4226_MARK LOGO: USGS  
 AH4226_PROJECTION: FLUSH
 AH4226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4226+STABILITY: SURFACE MOTION
 AH4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4226+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 AH4226
 AH4226  HISTORY     - Date     Condition        Report By
 AH4226  HISTORY     - 1969     MONUMENTED       NCGS
 AH4226  HISTORY     - 19950221 GOOD             NCGS
 AH4226
 AH4226                          STATION DESCRIPTION
 AH4226
 AH4226'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4226'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION. OLD SCHOOL NOW
 AH4226'USED BY BOY SCOUT TROOP 575, PACK 575.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0900 ***********************************************************************
 EY0900  DESIGNATION -  53.9
 EY0900  PID         -  EY0900
 EY0900  STATE/COUNTY-  NC/EDGECOMBE
 EY0900  USGS QUAD   -  TARBORO (1981)
 EY0900
 EY0900                         *CURRENT SURVEY CONTROL
 EY0900  ___________________________________________________________________
 EY0900* NAD 83(1986)-  35 53 48.     (N)    077 32 17.     (W)     SCALED    
 EY0900* NAVD 88     -        16.12   (+/-2cm)      52.9    (feet)  VERTCON   
 EY0900  ___________________________________________________________________
 EY0900  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EY0900  VERT ORDER  -  ? (See Below)
 EY0900
 EY0900.The horizontal coordinates were scaled from a topographic map and have
 EY0900.an estimated accuracy of +/- 6 seconds.
 EY0900
 EY0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY0900.The vertical order pertains to the NGVD 29 superseded value.
 EY0900
 EY0900.The geoid height was determined by GEOID03.
 EY0900
 EY0900;                    North         East    Units  Estimated Accuracy
 EY0900;SPC NC       -   239,110.      741,570.      MT  (+/- 180 meters Scaled)
 EY0900
 EY0900                          SUPERSEDED SURVEY CONTROL
 EY0900
 EY0900  NGVD 29 (??/??/92)   16.436  (m)           53.92   (f) ADJ UNCH    ?  
 EY0900
 EY0900.Superseded values are not recommended for survey control.
 EY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0900.See file dsdata.txt to determine how the superseded data were derived.
 EY0900
 EY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE709754(NAD 83)
 EY0900_MARKER: N = NAIL
 EY0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0900+STABILITY: SURFACE MOTION
 EY0900
 EY0900  HISTORY     - Date     Condition        Report By
 EY0900  HISTORY     - UNK      MONUMENTED       CGS
 EY0900  HISTORY     - 1935     GOOD             NGS
 EY0900  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0900
 EY0900                          STATION DESCRIPTION
 EY0900
 EY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0900'AT TARBORO.
 EY0900'AT TARBORO, EDGECOMBE COUNTY, AT THE SOUTHWEST CORNER OF THE POST
 EY0900'OFFICE LAWN.  A COPPER NAIL, EMBEDDED IN CONCRETE IN THE TOP OF A
 EY0900'1-INCH IRON PIPE SET IN A CONCRETE POST.
 EY0900
 EY0900                          STATION RECOVERY (1978)
 EY0900
 EY0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9453 ***********************************************************************
 DE9453  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9453  DESIGNATION -  534E 200
 DE9453  PID         -  DE9453
 DE9453  STATE/COUNTY-  NC/GUILFORD
 DE9453  USGS QUAD   -  SUMMERFIELD (1994)
 DE9453
 DE9453                         *CURRENT SURVEY CONTROL
 DE9453  ___________________________________________________________________
 DE9453* NAD 83(2007)-  36 11 03.35147(N)    079 54 10.78939(W)     ADJUSTED  
 DE9453* NAVD 88     -       248.95   (meters)     816.8    (feet)  GPS OBS   
 DE9453  ___________________________________________________________________
 DE9453  EPOCH DATE  -        2002.00
 DE9453  X           -     903,597.382 (meters)                     COMP
 DE9453  Y           -  -5,074,304.118 (meters)                     COMP
 DE9453  Z           -   3,744,841.699 (meters)                     COMP
 DE9453  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 DE9453  ELLIP HEIGHT-         217.039 (meters)          (02/10/07) ADJUSTED
 DE9453  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DE9453
 DE9453  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9453  Type    PID    Designation                      North   East  Ellip
 DE9453  -------------------------------------------------------------------
 DE9453  NETWORK DE9453 534E 200                          1.25   1.12   1.90
 DE9453  -------------------------------------------------------------------
 DE9453
 DE9453.The horizontal coordinates were established by GPS observations
 DE9453.and adjusted by the National Geodetic Survey in February 2007.
 DE9453
 DE9453.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9453.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9453.The horizontal coordinates are valid at the epoch date displayed above.
 DE9453.The epoch date for horizontal control is a decimal equivalence
 DE9453.of Year/Month/Day.
 DE9453
 DE9453.The orthometric height was determined by GPS observations and a
 DE9453.high-resolution geoid model.
 DE9453.The orthometric height was determined by GPS observations and a
 DE9453.high-resolution geoid model using precise GPS observation and
 DE9453.processing techniques.
 DE9453
 DE9453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9453
 DE9453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9453
 DE9453.The ellipsoidal height was determined by GPS observations
 DE9453.and is referenced to NAD 83.
 DE9453
 DE9453.The geoid height was determined by GEOID03.
 DE9453
 DE9453;                    North         East     Units Scale Factor Converg.
 DE9453;SPC NC       -   270,415.849   528,374.217   MT  1.00000496   -0 31 16.3
 DE9453;SPC NC       -   887,189.33  1,733,507.74   sFT  1.00000496   -0 31 16.3
 DE9453;UTM  17      - 4,004,943.918   598,641.594   MT  0.99971989   +0 38 51.7
 DE9453
 DE9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9453!SPC NC       -   0.99996594  x   1.00000496  =   0.99997090
 DE9453!UTM  17      -   0.99996594  x   0.99971989  =   0.99968584
 DE9453
 DE9453:                Primary Azimuth Mark                     Grid Az
 DE9453:SPC NC       -  534E 201                                 220 02 35.5
 DE9453:UTM  17      -  534E 201                                 218 52 27.5
 DE9453
 DE9453|---------------------------------------------------------------------|
 DE9453| PID    Reference Object                     Distance      Geod. Az  |
 DE9453|                                                           dddmmss.s |
 DE9453| DE9452 534E 201                            482.880 METERS 2193119.2 |
 DE9453|---------------------------------------------------------------------|
 DE9453
 DE9453                          SUPERSEDED SURVEY CONTROL
 DE9453
 DE9453  NAD 83(2001)-  36 11 03.35168(N)    079 54 10.78924(W) AD(       ) 1
 DE9453  ELLIP H (03/13/03)  217.029  (m)                       GP(       ) 4 2
 DE9453  NAD 83(1986)-  36 11 03.35800(N)    079 54 10.79692(W) AD(       ) 1
 DE9453
 DE9453.Superseded values are not recommended for survey control.
 DE9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9453.See file dsdata.txt to determine how the superseded data were derived.
 DE9453
 DE9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9864204944(NAD 83)
 DE9453_MARKER: DD = SURVEY DISK
 DE9453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9453_STAMPING: 534E200 1999
 DE9453_MARK LOGO: NC1940
 DE9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9453+STABILITY: SURFACE MOTION
 DE9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9453+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9453
 DE9453  HISTORY     - Date     Condition        Report By
 DE9453  HISTORY     - 1999     MONUMENTED       NC1940
 DE9453
 DE9453                          STATION DESCRIPTION
 DE9453
 DE9453'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9453'STATION IS ABOUT 9.9 MI (15.9 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9453'GOVERNMENT PLAZA, AND 0.9 MI (1.4 KM) SOUTH OF SUMMERFIELD.
 DE9453'PROCEED ALONG HAMBURG MILL ROAD 1.3 MI (2.1 KM) WEST FROM US 220
 DE9453'(BATTLEGROUND AVENUE), THENCE ALONG SR 2133 (PLEASANT RIDGE ROAD) FOR
 DE9453'1.3 MI (2.1 KM) NORTH TO STATION ON EAST SIDE OF ROAD AND ABOUT
 DE9453'50-FEET NORTH OF INTERSECTION WITH SR 2128 (BUNCH ROAD).
 DE9453'MARK IS ABOUT 3-FEET LOWER THAN THE CENTER OF SR 2133 AND RECESSED
 DE9453'2-INCHES BELOW THE GROUND. LOCATED 20.2 FT (6.2 M) EAST OF THE
 DE9453'CENTERLINE OF SR 2133, 7.0 FT (2.1 M) WEST OF UNDERGROUND CABLE POST,
 DE9453'21.9 FT (6.7 M) NORTHWEST OF A PROPERTY IRON, 20.4 FT (6.2 M)
 DE9453'NORTH-NORTHWEST OF A POWER POLE AND 24.4 FT (7.4 M) NORTH OF THE NORTH
 DE9453'END OF CULVERT UNDER GRAVEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9452 ***********************************************************************
 DE9452  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9452  DESIGNATION -  534E 201
 DE9452  PID         -  DE9452
 DE9452  STATE/COUNTY-  NC/GUILFORD
 DE9452  USGS QUAD   -  SUMMERFIELD (1994)
 DE9452
 DE9452                         *CURRENT SURVEY CONTROL
 DE9452  ___________________________________________________________________
 DE9452* NAD 83(2007)-  36 10 51.26662(N)    079 54 23.08688(W)     ADJUSTED  
 DE9452* NAVD 88     -       230.85   (meters)     757.4    (feet)  GPS OBS   
 DE9452  ___________________________________________________________________
 DE9452  EPOCH DATE  -        2002.00
 DE9452  X           -     903,330.832 (meters)                     COMP
 DE9452  Y           -  -5,074,560.110 (meters)                     COMP
 DE9452  Z           -   3,744,530.355 (meters)                     COMP
 DE9452  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 DE9452  ELLIP HEIGHT-         198.944 (meters)          (02/10/07) ADJUSTED
 DE9452  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 DE9452
 DE9452  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9452  Type    PID    Designation                      North   East  Ellip
 DE9452  -------------------------------------------------------------------
 DE9452  NETWORK DE9452 534E 201                          1.41   1.08   2.00
 DE9452  -------------------------------------------------------------------
 DE9452
 DE9452.The horizontal coordinates were established by GPS observations
 DE9452.and adjusted by the National Geodetic Survey in February 2007.
 DE9452
 DE9452.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9452.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9452.The horizontal coordinates are valid at the epoch date displayed above.
 DE9452.The epoch date for horizontal control is a decimal equivalence
 DE9452.of Year/Month/Day.
 DE9452
 DE9452.The orthometric height was determined by GPS observations and a
 DE9452.high-resolution geoid model.
 DE9452.The orthometric height was determined by GPS observations and a
 DE9452.high-resolution geoid model using precise GPS observation and
 DE9452.processing techniques.
 DE9452
 DE9452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9452
 DE9452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9452
 DE9452.The ellipsoidal height was determined by GPS observations
 DE9452.and is referenced to NAD 83.
 DE9452
 DE9452.The geoid height was determined by GEOID03.
 DE9452
 DE9452;                    North         East     Units Scale Factor Converg.
 DE9452;SPC NC       -   270,046.174   528,063.549   MT  1.00000401   -0 31 23.4
 DE9452;SPC NC       -   885,976.49  1,732,488.49   sFT  1.00000401   -0 31 23.4
 DE9452;UTM  17      - 4,004,568.089   598,338.618   MT  0.99971915   +0 38 44.3
 DE9452
 DE9452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9452!SPC NC       -   0.99996878  x   1.00000401  =   0.99997279
 DE9452!UTM  17      -   0.99996878  x   0.99971915  =   0.99968794
 DE9452
 DE9452:                Primary Azimuth Mark                     Grid Az
 DE9452:SPC NC       -  534E 200                                 040 02 35.4
 DE9452:UTM  17      -  534E 200                                 038 52 27.7
 DE9452
 DE9452|---------------------------------------------------------------------|
 DE9452| PID    Reference Object                     Distance      Geod. Az  |
 DE9452|                                                           dddmmss.s |
 DE9452| DE9453 534E 200                            482.880 METERS 0393112.0 |
 DE9452|---------------------------------------------------------------------|
 DE9452
 DE9452                          SUPERSEDED SURVEY CONTROL
 DE9452
 DE9452  NAD 83(2001)-  36 10 51.26688(N)    079 54 23.08669(W) AD(       ) 1
 DE9452  ELLIP H (03/13/03)  198.940  (m)                       GP(       ) 4 2
 DE9452  NAD 83(1986)-  36 10 51.27317(N)    079 54 23.09445(W) AD(       ) 1
 DE9452
 DE9452.Superseded values are not recommended for survey control.
 DE9452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9452.See file dsdata.txt to determine how the superseded data were derived.
 DE9452
 DE9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9833904568(NAD 83)
 DE9452_MARKER: DD = SURVEY DISK
 DE9452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9452_STAMPING: 534E201 1999
 DE9452_MARK LOGO: NC1940
 DE9452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9452+STABILITY: SURFACE MOTION
 DE9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9452+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9452
 DE9452  HISTORY     - Date     Condition        Report By
 DE9452  HISTORY     - 1999     MONUMENTED       NC1940
 DE9452
 DE9452                          STATION DESCRIPTION
 DE9452
 DE9452'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9452'STATION IS ABOUT 9.8 MI (15.8 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9452'GOVERNMENT PLAZA, AND 1.2 MI (1.9 KM) SOUTH OF SUMMERFIELD.
 DE9452'PROCEED ALONG HAMBURG MILL ROAD 1.3 MI (2.1 KM) WEST FROM US 220
 DE9452'(BATTLEGROUND AVENUE), THENCE ALONG SR 2133 (PLEASANT RIDGE ROAD) FOR
 DE9452'1.3 MI (2.1 KM) NORTH, THENCE ALONG SR 2128 (BUNCH ROAD) FOR 0.3 MI
 DE9452'(0.5 KM) SOUTHWEST TO STATION IN NORTHWEST SHOULDER.
 DE9452'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND FLUSH WITH THE
 DE9452'GROUND. LOCATED 13.9 FT (4.2 M) NORTHWEST OF THE CENTERLINE OF ROAD,
 DE9452'OR 3.3 FT (1.0 M) FROM EDGE OF PAVEMENT, 8.3 FT (2.5 M) SOUTH OF ROAD
 DE9452'(CURVE)SIGN, 91.8 FT (28.0 M) SOUTH-SOUTHWEST OF A PLASTIC FIBER OPTIC
 DE9452'SIGN POST, AND 89.0 FT (27.1 M) WEST-SOUTHWEST (AND ACROSS ROAD) FROM
 DE9452'A 10-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9446 ***********************************************************************
 DE9446  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9446  DESIGNATION -  53E 200
 DE9446  PID         -  DE9446
 DE9446  STATE/COUNTY-  NC/GUILFORD
 DE9446  USGS QUAD   -  GREENSBORO (1994)
 DE9446
 DE9446                         *CURRENT SURVEY CONTROL
 DE9446  ___________________________________________________________________
 DE9446* NAD 83(2007)-  36 06 40.48051(N)    079 47 02.86067(W)     ADJUSTED  
 DE9446* NAVD 88     -       236.62   (meters)     776.3    (feet)  GPS OBS   
 DE9446  ___________________________________________________________________
 DE9446  EPOCH DATE  -        2002.00
 DE9446  X           -     914,968.914 (meters)                     COMP
 DE9446  Y           -  -5,077,113.195 (meters)                     COMP
 DE9446  Z           -   3,738,292.061 (meters)                     COMP
 DE9446  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 DE9446  ELLIP HEIGHT-         205.598 (meters)          (02/10/07) ADJUSTED
 DE9446  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE9446
 DE9446  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9446  Type    PID    Designation                      North   East  Ellip
 DE9446  -------------------------------------------------------------------
 DE9446  NETWORK DE9446 53E 200                           1.49   1.35   2.10
 DE9446  -------------------------------------------------------------------
 DE9446
 DE9446.The horizontal coordinates were established by GPS observations
 DE9446.and adjusted by the National Geodetic Survey in February 2007.
 DE9446
 DE9446.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9446.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9446.The horizontal coordinates are valid at the epoch date displayed above.
 DE9446.The epoch date for horizontal control is a decimal equivalence
 DE9446.of Year/Month/Day.
 DE9446
 DE9446.The orthometric height was determined by GPS observations and a
 DE9446.high-resolution geoid model.
 DE9446.The orthometric height was determined by GPS observations and a
 DE9446.high-resolution geoid model using precise GPS observation and
 DE9446.processing techniques.
 DE9446
 DE9446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9446
 DE9446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9446
 DE9446.The ellipsoidal height was determined by GPS observations
 DE9446.and is referenced to NAD 83.
 DE9446
 DE9446.The geoid height was determined by GEOID03.
 DE9446
 DE9446;                    North         East     Units Scale Factor Converg.
 DE9446;SPC NC       -   262,222.888   539,002.572   MT  0.99998500   -0 27 09.3
 DE9446;SPC NC       -   860,309.59  1,768,377.60   sFT  0.99998500   -0 27 09.3
 DE9446;UTM  17      - 3,996,971.595   609,432.075   MT  0.99974755   +0 42 59.9
 DE9446
 DE9446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9446!SPC NC       -   0.99996773  x   0.99998500  =   0.99995273
 DE9446!UTM  17      -   0.99996773  x   0.99974755  =   0.99971529
 DE9446
 DE9446|---------------------------------------------------------------------|
 DE9446| PID    Reference Object                     Distance      Geod. Az  |
 DE9446|                                                           dddmmss.s |
 DE9446| AI2378 UNDERLINE                           248.654 METERS 08447     |
 DE9446| DE9447 53E 201                             APPROX. 0.6 KM 2533504.4 |
 DE9446|---------------------------------------------------------------------|
 DE9446
 DE9446                          SUPERSEDED SURVEY CONTROL
 DE9446
 DE9446  NAD 83(2001)-  36 06 40.48096(N)    079 47 02.86023(W) AD(       ) 1
 DE9446  ELLIP H (03/13/03)  205.595  (m)                       GP(       ) 4 2
 DE9446  NAD 83(1986)-  36 06 40.48730(N)    079 47 02.86743(W) AD(       ) 1
 DE9446
 DE9446.Superseded values are not recommended for survey control.
 DE9446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9446.See file dsdata.txt to determine how the superseded data were derived.
 DE9446
 DE9446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0943296972(NAD 83)
 DE9446_MARKER: DD = SURVEY DISK
 DE9446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9446_STAMPING: 53E200 1999
 DE9446_MARK LOGO: NC1940
 DE9446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9446+STABILITY: SURFACE MOTION
 DE9446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9446+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9446
 DE9446  HISTORY     - Date     Condition        Report By
 DE9446  HISTORY     - 1999     MONUMENTED       NC1940
 DE9446
 DE9446                          STATION DESCRIPTION
 DE9446
 DE9446'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9446'STATION IS ABOUT 2.7 MI (4.3 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9446'GOVERNMENT PLAZA, ALONG CONE BOULEVARD.
 DE9446'ALONG WEST CONE BOULEVARD, 0.1 MI (0.2 KM) WEST OF CHURCH STREET, IN
 DE9446'THE NORTHWEST QUADRANT OF INTERSECTION WITH SAINT JUDE STREET.
 DE9446'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9446'LOCATED 32.0 FT (9.8 M) NORTH OF WESTBOUND LANES, 86.5 FT (26.4 M)
 DE9446'WEST OF THE BACK OF CURBING OF SAINT JUDE STREET, AND 62.2 FT (19.0 M)
 DE9446'EAST OF POWER POLE WITH STREET LIGHT AND TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9447 ***********************************************************************
 DE9447  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9447  DESIGNATION -  53E 201
 DE9447  PID         -  DE9447
 DE9447  STATE/COUNTY-  NC/GUILFORD
 DE9447  USGS QUAD   -  GREENSBORO (1994)
 DE9447
 DE9447                         *CURRENT SURVEY CONTROL
 DE9447  ___________________________________________________________________
 DE9447* NAD 83(2007)-  36 06 34.62477(N)    079 47 27.35275(W)     ADJUSTED  
 DE9447* NAVD 88     -       235.14   (meters)     771.5    (feet)  GPS OBS   
 DE9447  ___________________________________________________________________
 DE9447  EPOCH DATE  -        2002.00
 DE9447  X           -     914,384.685 (meters)                     COMP
 DE9447  Y           -  -5,077,325.299 (meters)                     COMP
 DE9447  Z           -   3,738,145.359 (meters)                     COMP
 DE9447  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 DE9447  ELLIP HEIGHT-         204.097 (meters)          (02/10/07) ADJUSTED
 DE9447  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 DE9447
 DE9447  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9447  Type    PID    Designation                      North   East  Ellip
 DE9447  -------------------------------------------------------------------
 DE9447  NETWORK DE9447 53E 201                           1.49   1.25   2.10
 DE9447  -------------------------------------------------------------------
 DE9447
 DE9447.The horizontal coordinates were established by GPS observations
 DE9447.and adjusted by the National Geodetic Survey in February 2007.
 DE9447
 DE9447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9447.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9447.The horizontal coordinates are valid at the epoch date displayed above.
 DE9447.The epoch date for horizontal control is a decimal equivalence
 DE9447.of Year/Month/Day.
 DE9447
 DE9447.The orthometric height was determined by GPS observations and a
 DE9447.high-resolution geoid model.
 DE9447.The orthometric height was determined by GPS observations and a
 DE9447.high-resolution geoid model using precise GPS observation and
 DE9447.processing techniques.
 DE9447
 DE9447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9447
 DE9447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9447
 DE9447.The ellipsoidal height was determined by GPS observations
 DE9447.and is referenced to NAD 83.
 DE9447
 DE9447.The geoid height was determined by GEOID03.
 DE9447
 DE9447;                    North         East     Units Scale Factor Converg.
 DE9447;SPC NC       -   262,047.267   538,388.609   MT  0.99998458   -0 27 23.4
 DE9447;SPC NC       -   859,733.41  1,766,363.29   sFT  0.99998458   -0 27 23.4
 DE9447;UTM  17      - 3,996,783.528   608,821.969   MT  0.99974591   +0 42 45.4
 DE9447
 DE9447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9447!SPC NC       -   0.99996797  x   0.99998458  =   0.99995255
 DE9447!UTM  17      -   0.99996797  x   0.99974591  =   0.99971389
 DE9447
 DE9447:                Primary Azimuth Mark                     Grid Az
 DE9447:SPC NC       -  53E 200                                  074 02 13.3
 DE9447:UTM  17      -  53E 200                                  072 52 04.5
 DE9447
 DE9447|---------------------------------------------------------------------|
 DE9447| PID    Reference Object                     Distance      Geod. Az  |
 DE9447|                                                           dddmmss.s |
 DE9447| DE9446 53E 200                             APPROX. 0.6 KM 0733449.9 |
 DE9447|---------------------------------------------------------------------|
 DE9447
 DE9447                          SUPERSEDED SURVEY CONTROL
 DE9447
 DE9447  NAD 83(2001)-  36 06 34.62522(N)    079 47 27.35231(W) AD(       ) 1
 DE9447  ELLIP H (03/13/03)  204.094  (m)                       GP(       ) 4 2
 DE9447  NAD 83(1986)-  36 06 34.63155(N)    079 47 27.35952(W) AD(       ) 1
 DE9447
 DE9447.Superseded values are not recommended for survey control.
 DE9447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9447.See file dsdata.txt to determine how the superseded data were derived.
 DE9447
 DE9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0882296784(NAD 83)
 DE9447_MARKER: DD = SURVEY DISK
 DE9447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9447_SP_SET: IN CATCH BASIN
 DE9447_STAMPING: 53E201 1999
 DE9447_MARK LOGO: NC1940
 DE9447_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9447+STABILITY: SURFACE MOTION
 DE9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9447+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9447
 DE9447  HISTORY     - Date     Condition        Report By
 DE9447  HISTORY     - 1999     MONUMENTED       NC1940
 DE9447
 DE9447                          STATION DESCRIPTION
 DE9447
 DE9447'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9447'STATION IS ABOUT 2.6 MI (4.2 KM) NORTH OF THE DOWNTOWN GREENSBORO
 DE9447'GOVERNMENT PLAZA, ALONG CONE BOULEVARD.
 DE9447'ALONG WEST CONE BOULEVARD, AT THE INTERSECTION WITH NORTH ELM STREET,
 DE9447'AND IN THE NORTHEAST QUADRANT OF INTERSECTION IN CORNER OF CATCH
 DE9447'BASIN.
 DE9447'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9447'LOCATED 11.0 FT (3.4 M) NORTH OF WESTBOUND LANES OR 2.3 FT (0.7 M)
 DE9447'NORTH OF CURB OF CONE BOULEVARD, 44.0 FT (13.4 M) EAST OF CENTERLINE
 DE9447'OF NORTHBOUND LANES OF ELM STREET, 4.7 FT (1.4 M) SOUTHWEST OF POWER
 DE9447'POLE WITH STREET LIGHT AND ONE WAY SIGN, 2.4 FT (0.7 M) NORTHEAST OF
 DE9447'CENTER OF MANHOLE IN CATCH INLET, AND 13.8 FT (4.2 M) SOUTHWEST OF THE
 DE9447'NORTHEAST CORNER OF THE EASTERN END OF BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4227 ***********************************************************************
 AH4227  DESIGNATION -  54 HLZ
 AH4227  PID         -  AH4227
 AH4227  STATE/COUNTY-  NC/SURRY
 AH4227  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH4227
 AH4227                         *CURRENT SURVEY CONTROL
 AH4227  ___________________________________________________________________
 AH4227* NAD 83(2007)-  36 24 19.85264(N)    080 33 40.39119(W)     ADJUSTED  
 AH4227* NAVD 88     -       277.64   (+/-2cm)     910.9    (feet)  VERTCON   
 AH4227  ___________________________________________________________________
 AH4227  EPOCH DATE  -        2002.00
 AH4227  X           -     842,864.894 (meters)                     COMP
 AH4227  Y           -  -5,070,034.896 (meters)                     COMP
 AH4227  Z           -   3,764,646.105 (meters)                     COMP
 AH4227  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AH4227  ELLIP HEIGHT-         244.269 (meters)          (02/10/07) ADJUSTED
 AH4227  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AH4227
 AH4227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4227  Type    PID    Designation                      North   East  Ellip
 AH4227  -------------------------------------------------------------------
 AH4227  NETWORK AH4227 54 HLZ                            0.53   0.49   1.16
 AH4227  -------------------------------------------------------------------
 AH4227  VERT ORDER  -  THIRD (See Below)
 AH4227
 AH4227.The horizontal coordinates were established by GPS observations
 AH4227.and adjusted by the National Geodetic Survey in February 2007.
 AH4227
 AH4227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4227.The horizontal coordinates are valid at the epoch date displayed above.
 AH4227.The epoch date for horizontal control is a decimal equivalence
 AH4227.of Year/Month/Day.
 AH4227
 AH4227.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4227.The vertical order pertains to the NGVD 29 superseded value.
 AH4227
 AH4227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4227
 AH4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4227
 AH4227.The ellipsoidal height was determined by GPS observations
 AH4227.and is referenced to NAD 83.
 AH4227
 AH4227.The geoid height was determined by GEOID03.
 AH4227
 AH4227;                    North         East     Units Scale Factor Converg.
 AH4227;SPC NC       -   295,699.567   469,555.285   MT  1.00007542   -0 54 03.9
 AH4227;SPC NC       -   970,141.00  1,540,532.63   sFT  1.00007542   -0 54 03.9
 AH4227;UTM  17      - 4,029,016.888   539,342.882   MT  0.99961907   +0 15 37.5
 AH4227
 AH4227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4227!SPC NC       -   0.99996167  x   1.00007542  =   1.00003708
 AH4227!UTM  17      -   0.99996167  x   0.99961907  =   0.99958075
 AH4227
 AH4227                          SUPERSEDED SURVEY CONTROL
 AH4227
 AH4227  NAD 83(2001)-  36 24 19.85323(N)    080 33 40.39125(W) AD(       ) 1
 AH4227  ELLIP H (03/13/03)  244.235  (m)                       GP(       ) 4 2
 AH4227  NAD 83(1986)-  36 24 19.86065(N)    080 33 40.39669(W) AD(       ) 1
 AH4227  NGVD 29 (10/14/98)  277.81   (m)          911.4    (f) LEVELING    3  
 AH4227
 AH4227.Superseded values are not recommended for survey control.
 AH4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4227.See file dsdata.txt to determine how the superseded data were derived.
 AH4227
 AH4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3934329017(NAD 83)
 AH4227_MARKER: DB = BENCH MARK DISK
 AH4227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH4227_SP_SET: SET IN WINGWALL
 AH4227_STAMPING: 54 HLZ 1969
 AH4227_MARK LOGO: USGS  
 AH4227_PROJECTION: FLUSH
 AH4227_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4227+STABILITY: SURFACE MOTION
 AH4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4227+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 AH4227
 AH4227  HISTORY     - Date     Condition        Report By
 AH4227  HISTORY     - 1969     MONUMENTED       NCGS
 AH4227  HISTORY     - 19950221 GOOD             NCGS
 AH4227
 AH4227                          STATION DESCRIPTION
 AH4227
 AH4227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH4227'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION. PROCEED ALONG SR
 AH4227'2019-ARARAT ROAD FOR 0.1 MI (0.2 KM) EAST FROM BRIDGE OVER ARARAT
 AH4227'RIVER, THENCE NORTH FOR 0.2 MI (0.3 KM) ALONG SR 2017-ARARAT LONGHILL
 AH4227'ROAD TO STATION IN THE NORTHWEST WINGWALL OF BRIDGE OVER FLAT SHOAL
 AH4227'CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4107 ***********************************************************************
 EZ4107  DESIGNATION -  54 MEA
 EZ4107  PID         -  EZ4107
 EZ4107  STATE/COUNTY-  NC/NASH
 EZ4107  USGS QUAD   -  BUNN EAST (1978)
 EZ4107
 EZ4107                         *CURRENT SURVEY CONTROL
 EZ4107  ___________________________________________________________________
 EZ4107* NAD 83(2001)-  35 59 38.69494(N)    078 07 31.49814(W)     ADJUSTED  
 EZ4107* NAVD 88     -        86.28   (+/-2cm)     283.1    (feet)  VERTCON   
 EZ4107  ___________________________________________________________________
 EZ4107  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EZ4107  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EZ4107  HORZ ORDER  -  SECOND
 EZ4107  VERT ORDER  -  THIRD ? (See Below)
 EZ4107
 EZ4107.The horizontal coordinates were established by classical geodetic methods
 EZ4107.and adjusted by the National Geodetic Survey in August 2005.
 EZ4107
 EZ4107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4107.The vertical order pertains to the NGVD 29 superseded value.
 EZ4107
 EZ4107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4107
 EZ4107.The geoid height was determined by GEOID03.
 EZ4107
 EZ4107;                    North         East     Units Scale Factor Converg.
 EZ4107;SPC NC       -   249,291.452   688,458.358   MT  0.99995640   +0 30 17.2
 EZ4107;SPC NC       -   817,883.71  2,258,717.13   sFT  0.99995640   +0 30 17.2
 EZ4107;UTM  17      - 3,987,114.256   759,132.663   MT  1.00042749   +1 41 25.2
 EZ4107
 EZ4107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4107!SPC NC       -   0.99999183  x   0.99995640  =   0.99994823
 EZ4107!UTM  17      -   0.99999183  x   1.00042749  =   1.00041931
 EZ4107
 EZ4107|---------------------------------------------------------------------|
 EZ4107| PID    Reference Object                     Distance      Geod. Az  |
 EZ4107|                                                           dddmmss.s |
 EZ4107| EZ4106 PEACHTREE                            86.400 METERS 16814     |
 EZ4107| FY2587 JAYBASS                             APPROX. 0.8 KM 3352834.8 |
 EZ4107|---------------------------------------------------------------------|
 EZ4107
 EZ4107                          SUPERSEDED SURVEY CONTROL
 EZ4107
 EZ4107  NAD 83(1986)-  35 59 38.69951(N)    078 07 31.50858(W) AD(       ) 2
 EZ4107  NAD 27      -  35 59 38.15151(N)    078 07 32.54298(W) AD(       ) 2
 EZ4107  NGVD 29 (07/19/86)   86.58   (m)          284.1    (f) LEVELING    3  
 EZ4107
 EZ4107.Superseded values are not recommended for survey control.
 EZ4107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4107.See file dsdata.txt to determine how the superseded data were derived.
 EZ4107
 EZ4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5913387114(NAD 83)
 EZ4107_MARKER: DB = BENCH MARK DISK
 EZ4107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4107_STAMPING: 54 MEA 1971
 EZ4107_MARK LOGO: USGS  
 EZ4107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4107+STABILITY: SURFACE MOTION
 EZ4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4107+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 EZ4107
 EZ4107  HISTORY     - Date     Condition        Report By
 EZ4107  HISTORY     - 1971     MONUMENTED       USGS
 EZ4107  HISTORY     - 1987     GOOD             USPSQD
 EZ4107  HISTORY     - 20051205 GOOD             USPSQD
 EZ4107
 EZ4107                          STATION DESCRIPTION
 EZ4107
 EZ4107'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RLM)
 EZ4107'54 MEA IS A U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED APPROXIMATELY
 EZ4107'3.5 MILES NORTH-NORTHWEST OF SPRING HOPE, NORTH CAROLINA, AND
 EZ4107'TRAVERSED THROUGH BY THE N.C.GEODETIC SURVEY.
 EZ4107'
 EZ4107'TO REACH STATION FROM INTERSECTION OF US 64 (NASH STREET) WITH NC 581
 EZ4107'AT NORTHEAST EDGE OF SPRING HOPE, PROCEED NORTHERLY ALONG NC 581 FOR
 EZ4107'3.25 MILES TO INTERSECTION WITH SR 1312 (NORTH-NORTHEAST) AND STATION
 EZ4107'ON RIGHT, IN THE Y FORK.
 EZ4107'
 EZ4107'STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED---54 MEA 1971-
 EZ4107'--, SET IN TOP OF CONCRETE POST, THE TOP OF WHICH IS FLUSH WITH THE
 EZ4107'SURFACE OF THE GROUND.  MARK IS 23.8 FEET EAST OF THE CENTERLINE OF NC
 EZ4107'581, 21.5 FEET WEST OF THE CENTERLINE OF SR 1312, 134.2 FEET NORTHWEST
 EZ4107'OF NORTHWEST CORNER OF THE PEACHTREE MASONIC LODGE BUILDING, 0.7 FEET
 EZ4107'SOUTHWEST OF METAL WITNESS POST, 128.8 FEET SOUTH OF 40 INCH OAK WITH
 EZ4107'ALUMINUM TAG, AND 54.8 FEET EAST-NORTHEAST OF CENTER OF TELEPHONE
 EZ4107'PEDESTAL NO. 581R87W WEST OF HIGHWAY.
 EZ4107
 EZ4107                          STATION RECOVERY (1987)
 EZ4107
 EZ4107'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4107'RECOVERED IN GOOD CONDITION.
 EZ4107
 EZ4107                          STATION RECOVERY (2005)
 EZ4107
 EZ4107'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EZ4107'WITNESS POST IS GONE. MARK IS PROTRUDING 4 INCHES ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8673 ***********************************************************************
 DF8673  DESIGNATION -  54 MEA
 DF8673  PID         -  DF8673
 DF8673  STATE/COUNTY-  NC/CHOWAN
 DF8673  USGS QUAD   -  EDENTON (1981)
 DF8673
 DF8673                         *CURRENT SURVEY CONTROL
 DF8673  ___________________________________________________________________
 DF8673* NAD 83(1986)-  36 01 51.96445(N)    076 31 36.61085(W)     ADJUSTED  
 DF8673* NAVD 88     -         3.97   (meters)      13.0    (feet)  LEVELING  
 DF8673  ___________________________________________________________________
 DF8673  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DF8673  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 DF8673  HORZ ORDER  -  THIRD
 DF8673  VERT ORDER  -  THIRD
 DF8673
 DF8673.The horizontal coordinates were established by classical geodetic methods
 DF8673.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003.
 DF8673
 DF8673.The orthometric height was determined by differential leveling.
 DF8673.The vertical network tie was performed by a horz. field party for horz.
 DF8673.obs reductions. Reset procedures were used to establish the elevation.
 DF8673
 DF8673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8673
 DF8673.The geoid height was determined by GEOID03.
 DF8673
 DF8673;                    North         East     Units Scale Factor Converg.
 DF8673;SPC NC       -   255,827.941   832,472.324   MT  0.99996498   +1 25 38.8
 DF8673;SPC NC       -   839,328.84  2,731,202.95   sFT  0.99996498   +1 25 38.8
 DF8673;UTM  18      - 3,988,476.341   362,438.863   MT  0.99983317   -0 53 53.7
 DF8673
 DF8673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8673!SPC NC       -   1.00000516  x   0.99996498  =   0.99997014
 DF8673!UTM  18      -   1.00000516  x   0.99983317  =   0.99983833
 DF8673
 DF8673                          SUPERSEDED SURVEY CONTROL
 DF8673
 DF8673.No superseded survey control is available for this station.
 DF8673
 DF8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6243988476(NAD 83)
 DF8673_MARKER: DV = VERTICAL CONTROL DISK
 DF8673_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8673_STAMPING: 54 MEA 1976 14
 DF8673_MARK LOGO: USGS  
 DF8673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8673+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1994
 DF8673
 DF8673  HISTORY     - Date     Condition        Report By
 DF8673  HISTORY     - 1976     MONUMENTED       USGS
 DF8673  HISTORY     - 19940111 GOOD             NCGS
 DF8673
 DF8673                          STATION DESCRIPTION
 DF8673
 DF8673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8673'RECOVERED IN GOOD CONDITION.
 DF8673'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF EDENTON.
 DF8673'ALONG NC 32 FROM EDENTON FOR ABOUT 5 MI (8.0 KM) SOUTHEAST, AT NC 37.
 DF8673'MARK IS ABOUT LEVEL WITH THE INTERSECTION AND IS FLUSH WITH THE
 DF8673'GROUND. LOCATED 142.0 FT (43.3 M) WEST OF THE INTERSECTION, 59.8 FT
 DF8673'(18.2 M) SOUTHWEST OF THE CENTERLINE OF NC 32, 1.0 FT (0.3 M)
 DF8673'NORTHWEST OF A METAL WITNESS SIGN, 2.0 FT (0.6 M) SOUTHEAST OF A POWER
 DF8673'POLE WITH TWO TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0939 ***********************************************************************
 FY0939  DESIGNATION -  543
 FY0939  PID         -  FY0939
 FY0939  STATE/COUNTY-  NC/ORANGE
 FY0939  USGS QUAD   -  HILLSBOROUGH (1994)
 FY0939
 FY0939                         *CURRENT SURVEY CONTROL
 FY0939  ___________________________________________________________________
 FY0939* NAD 83(1986)-  36 04 31.     (N)    079 05 57.     (W)     SCALED    
 FY0939* NAVD 88     -       165.132  (meters)     541.77   (feet)  ADJUSTED  
 FY0939  ___________________________________________________________________
 FY0939  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FY0939  DYNAMIC HT  -         165.000 (meters)     541.34  (feet)  COMP
 FY0939  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 FY0939
 FY0939  VERT ORDER  -  FIRST     CLASS I
 FY0939
 FY0939.The horizontal coordinates were scaled from a topographic map and have
 FY0939.an estimated accuracy of +/- 6 seconds.
 FY0939
 FY0939.The orthometric height was determined by differential leveling
 FY0939.and adjusted in June 1991.
 FY0939
 FY0939.The geoid height was determined by GEOID03.
 FY0939
 FY0939.The dynamic height is computed by dividing the NAVD 88
 FY0939.geopotential number by the normal gravity value computed on the
 FY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0939.degrees latitude (g = 980.6199 gals.).
 FY0939
 FY0939.The modeled gravity was interpolated from observed gravity values.
 FY0939
 FY0939;                    North         East    Units  Estimated Accuracy
 FY0939;SPC NC       -   257,960.      600,670.      MT  (+/- 180 meters Scaled)
 FY0939
 FY0939                          SUPERSEDED SURVEY CONTROL
 FY0939
 FY0939  NGVD 29 (03/05/92)  165.368  (m)          542.54   (f) ADJUSTED    1 1
 FY0939
 FY0939.Superseded values are not recommended for survey control.
 FY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0939.See file dsdata.txt to determine how the superseded data were derived.
 FY0939
 FY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV711939(NAD 83)
 FY0939_MARKER: DB = BENCH MARK DISK
 FY0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0939_SP_SET: BUILDING
 FY0939_STAMPING: 542.479
 FY0939_MARK LOGO: USGS  
 FY0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0939+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 FY0939
 FY0939  HISTORY     - Date     Condition        Report By
 FY0939  HISTORY     - UNK      MONUMENTED       USGS
 FY0939  HISTORY     - 1967     GOOD             CGS
 FY0939  HISTORY     - 1977     GOOD             NCDOT
 FY0939  HISTORY     - 1981     GOOD             NCGS
 FY0939  HISTORY     - 1988     GOOD             USPSQD
 FY0939  HISTORY     - 20041216 GOOD             GEOCAC
 FY0939  HISTORY     - 20060125 GOOD             GEOCAC
 FY0939
 FY0939                          STATION DESCRIPTION
 FY0939
 FY0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY0939'1.1 MI NE FROM HILLSBOROUGH.
 FY0939'ABOUT 0.7 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY0939'FROM THE STATION AT HILLSBOROUGH, THENCE 0.4 MILE NORTH ALONG
 FY0939'SOUTH CHURTON STREET WHICH IS U.S. HIGHWAYS 70 AND 86, AT THE
 FY0939'SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH CHURTON STREET
 FY0939'AND EAST KING STREET, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY
 FY0939'IN THE NORTH FACE OF THE NORTH BRICK WALL OF THE OLD ORANGE
 FY0939'COUNTY COURTHOUSE, 71 FEET EAST OF THE CENTERLINE OF SOUTH
 FY0939'CHURTON STREET, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF THE
 FY0939'COURTHOUSE, 1.3 FEET ABOVE THE LEVEL OF THE PORCH FLOOR, AND
 FY0939'ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 FY0939
 FY0939                          STATION RECOVERY (1977)
 FY0939
 FY0939'RECOVERY NOTE BY 
NC DOT 1977
 FY0939'RECOVERED IN GOOD CONDITION.
 FY0939
 FY0939                          STATION RECOVERY (1981)
 FY0939
 FY0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY0939'RECOVERED IN GOOD CONDITION.
 FY0939
 FY0939                          STATION RECOVERY (1988)
 FY0939
 FY0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY0939'RECOVERED IN GOOD CONDITION.
 FY0939
 FY0939                          STATION RECOVERY (2004)
 FY0939
 FY0939'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 FY0939'RECOVERED AS DESCRIBED.
 FY0939
 FY0939                          STATION RECOVERY (2006)
 FY0939
 FY0939'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY0939'GOOD CONDITION,  DISK IS FIRM IN WALL. VERIFIED STAMPING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1189 ***********************************************************************
 EZ1189  DESIGNATION -  549
 EZ1189  PID         -  EZ1189
 EZ1189  STATE/COUNTY-  NC/ORANGE
 EZ1189  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1189
 EZ1189                         *CURRENT SURVEY CONTROL
 EZ1189  ___________________________________________________________________
 EZ1189* NAD 83(1986)-  35 57 38.     (N)    079 04 06.     (W)     SCALED    
 EZ1189* NAVD 88     -       166.937  (meters)     547.69   (feet)  ADJUSTED  
 EZ1189  ___________________________________________________________________
 EZ1189  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 EZ1189  DYNAMIC HT  -         166.800 (meters)     547.24  (feet)  COMP
 EZ1189  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 EZ1189
 EZ1189  VERT ORDER  -  FIRST     CLASS II
 EZ1189
 EZ1189.The horizontal coordinates were scaled from a topographic map and have
 EZ1189.an estimated accuracy of +/- 6 seconds.
 EZ1189
 EZ1189.The orthometric height was determined by differential leveling
 EZ1189.and adjusted in June 1991.
 EZ1189.WARNING-Repeat measurements at this control monument indicate possible
 EZ1189.vertical movement.
 EZ1189
 EZ1189.The geoid height was determined by GEOID03.
 EZ1189
 EZ1189.The dynamic height is computed by dividing the NAVD 88
 EZ1189.geopotential number by the normal gravity value computed on the
 EZ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1189.degrees latitude (g = 980.6199 gals.).
 EZ1189
 EZ1189.The modeled gravity was interpolated from observed gravity values.
 EZ1189
 EZ1189;                    North         East    Units  Estimated Accuracy
 EZ1189;SPC NC       -   245,230.      603,440.      MT  (+/- 180 meters Scaled)
 EZ1189
 EZ1189                          SUPERSEDED SURVEY CONTROL
 EZ1189
 EZ1189  NGVD 29 (??/??/92)  167.174  (m)          548.47   (f) ADJ UNCH    1 2
 EZ1189
 EZ1189.Superseded values are not recommended for survey control.
 EZ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1189.See file dsdata.txt to determine how the superseded data were derived.
 EZ1189
 EZ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV741812(NAD 83)
 EZ1189_MARKER: P = PIPE CAP
 EZ1189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EZ1189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EZ1189_STAMPING: 548.378
 EZ1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1189
 EZ1189  HISTORY     - Date     Condition        Report By
 EZ1189  HISTORY     - UNK      MONUMENTED       USGS
 EZ1189  HISTORY     - 1935     GOOD             NGS
 EZ1189  HISTORY     - 20080321 POOR             GEOCAC
 EZ1189
 EZ1189                          STATION DESCRIPTION
 EZ1189
 EZ1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1189'3.7 MI N FROM CHAPEL HILL.
 EZ1189'3.7 MILES NORTH ALONG THE STATE UNIVERSITY RAILROAD FROM THE
 EZ1189'STATION AT CHAPEL HILL, ORANGE COUNTY, 19-1/2 RAILS SOUTH OF
 EZ1189'THE STATION SIGN AT HUTCHINS, 1/2 MILE SOUTH OF MILEPOST 6,
 EZ1189'18.5 FEET EAST OF THE EAST RAIL, AND 2 FEET LOWER THAN THE TRACK.
 EZ1189'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 548.378
 EZ1189'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1
 EZ1189'FOOT ABOVE GROUND.
 EZ1189
 EZ1189                          STATION RECOVERY (2008)
 EZ1189
 EZ1189'RECOVERY NOTE BY GEOCACHING 2008 (GIS)
 EZ1189'THE CAP WAS NOT RECOVERED, BUT THE IRON PIPE WAS RECOVERED AS
 EZ1189'DESCRIBED, DAMAGED BUT USABLE FOR SURVEYING. NEW DESCRIPTION FOLLOWS.
 EZ1189' 
 EZ1189'FROM CHAPEL HILL, TAKE MARTIN LUTHER KING BLVD. N FOR 3.6 MILES, TURN
 EZ1189'LEFT ONTO WEAVER DAIRY RD AND GO WEST FOR 0.8 MILES OR 0.1 MILES PAST
 EZ1189'INTERSECTION WITH OLD LARKSPUR WAY. WALK NORTH IN CLEAR CUT FOR ABOUT
 EZ1189'500 FT TO RAILROAD TRACKS.
 EZ1189'STATION IS 17.9 FT EAST OF THE EAST RAIL, 1.5 FT LOWER THAN THE TRACK,
 EZ1189'AND 52 FT NNW FROM THE NW CORNER OF AN UNMARKED STEEL-FRAMED
 EZ1189'ELECTRICAL TRANSMISSION TOWER, A 3-1/2 INCH DAMAGED IRON PIPE
 EZ1189'PROJECTING 1 FT ABOVE GROUND. HH2 GPS COORDINATES N35 57 37.1 W079 04
 EZ1189'05.0
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0798 ***********************************************************************
 EY0798  DESIGNATION -  55
 EY0798  PID         -  EY0798
 EY0798  STATE/COUNTY-  NC/LENOIR
 EY0798  USGS QUAD   -  FALLING CREEK (1983)
 EY0798
 EY0798                         *CURRENT SURVEY CONTROL
 EY0798  ___________________________________________________________________
 EY0798* NAD 83(1986)-  35 16 35.     (N)    077 41 24.     (W)     SCALED    
 EY0798* NAVD 88     -        16.254  (meters)      53.33   (feet)  ADJUSTED  
 EY0798  ___________________________________________________________________
 EY0798  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 EY0798  DYNAMIC HT  -          16.240 (meters)      53.28  (feet)  COMP
 EY0798  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 EY0798
 EY0798  VERT ORDER  -  FIRST     CLASS I
 EY0798
 EY0798.The horizontal coordinates were scaled from a topographic map and have
 EY0798.an estimated accuracy of +/- 6 seconds.
 EY0798
 EY0798.The orthometric height was determined by differential leveling
 EY0798.and adjusted in June 1991.
 EY0798
 EY0798.The geoid height was determined by GEOID03.
 EY0798
 EY0798.The dynamic height is computed by dividing the NAVD 88
 EY0798.geopotential number by the normal gravity value computed on the
 EY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0798.degrees latitude (g = 980.6199 gals.).
 EY0798
 EY0798.The modeled gravity was interpolated from observed gravity values.
 EY0798
 EY0798;                    North         East    Units  Estimated Accuracy
 EY0798;SPC NC       -   170,110.      728,770.      MT  (+/- 180 meters Scaled)
 EY0798
 EY0798                          SUPERSEDED SURVEY CONTROL
 EY0798
 EY0798  NGVD 29 (??/??/92)   16.609  (m)           54.49   (f) ADJ UNCH    1 1
 EY0798
 EY0798.Superseded values are not recommended for survey control.
 EY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0798.See file dsdata.txt to determine how the superseded data were derived.
 EY0798
 EY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE553070(NAD 83)
 EY0798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EY0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0798_STAMPING: 55 MC
 EY0798_PROJECTION: FLUSH
 EY0798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0798+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1991
 EY0798
 EY0798  HISTORY     - Date     Condition        Report By
 EY0798  HISTORY     - UNK      MONUMENTED       USGS
 EY0798  HISTORY     - 1968     GOOD             NGS
 EY0798  HISTORY     - 1978     GOOD             DOD
 EY0798  HISTORY     - 19870704 GOOD             USPSQD
 EY0798  HISTORY     - 19910311 GOOD             NCGS
 EY0798
 EY0798                          STATION DESCRIPTION
 EY0798
 EY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EY0798'5.8 MI E FROM LA GRANGE.
 EY0798'ABOUT 5.8 MILES EAST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY
 EY0798'RAILROAD FROM THE STATION AT LA GRANGE, AT FALLING CREEK STATION,
 EY0798'0.3 MILE WEST OF MILEPOST 20, 38 FEET SOUTHWEST OF THE CENTER
 EY0798'OF A CROSSING OF THE RAILROAD AND SECONDARY ROAD 1546, 26 FEET
 EY0798'SOUTH OF THE SOUTH RAIL OF THE TRACK, 28 FEET WEST OF THE
 EY0798'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A TELEPHONE POLE, 0.8
 EY0798'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 EY0798'A U.S. GEOLOGICAL SURVEY CAP ON TOP OF A 3-INCH IRON PIPE WHICH
 EY0798'PROJECTS 8 INCHES.
 EY0798
 EY0798                          STATION RECOVERY (1978)
 EY0798
 EY0798'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0798'RECOVERED IN GOOD CONDITION.
 EY0798
 EY0798                          STATION RECOVERY (1987)
 EY0798
 EY0798'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0798'RECOVERED IN GOOD CONDITION.
 EY0798
 EY0798                          STATION RECOVERY (1991)
 EY0798
 EY0798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY0798'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS ABOUT
 EY0798'1-FOOT LOWER THAN THE TRACK AND PROJECTS 6 INCHES ABOVE GROUND.
 EY0798'TELEPHONE POLE HAS BEEN CUT DOWN AND IS NOW ABOUT 18 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2206 ***********************************************************************
 EA2206  DESIGNATION -  55
 EA2206  PID         -  EA2206
 EA2206  STATE/COUNTY-  NC/CARTERET
 EA2206  USGS QUAD   -  SWANSBORO (1994)
 EA2206
 EA2206                         *CURRENT SURVEY CONTROL
 EA2206  ___________________________________________________________________
 EA2206* NAD 83(2001)-  34 40 48.11977(N)    077 06 50.35325(W)     ADJUSTED  
 EA2206* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2206  ___________________________________________________________________
 EA2206  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EA2206  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2206  HORZ ORDER  -  THIRD
 EA2206
 EA2206.The horizontal coordinates were established by classical geodetic methods
 EA2206.and adjusted by the National Geodetic Survey in August 2005.
 EA2206
 EA2206.The orthometric height was scaled from a topographic map.
 EA2206
 EA2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2206
 EA2206.The geoid height was determined by GEOID03.
 EA2206
 EA2206;                    North         East     Units Scale Factor Converg.
 EA2206;SPC NC       -   104,811.527   782,415.534   MT  0.99992203   +1 05 18.8
 EA2206;SPC NC       -   343,869.15  2,566,974.96   sFT  0.99992203   +1 05 18.8
 EA2206;UTM  18      - 3,839,594.350   306,331.670   MT  1.00006232   -1 12 11.6
 EA2206
 EA2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2206!SPC NC       -   1.00000588  x   0.99992203  =   0.99992791
 EA2206!UTM  18      -   1.00000588  x   1.00006232  =   1.00006820
 EA2206
 EA2206                          SUPERSEDED SURVEY CONTROL
 EA2206
 EA2206  NAD 83(1986)-  34 40 48.13227(N)    077 06 50.36457(W) AD(       ) 3
 EA2206  NAD 27      -  34 40 47.54800(N)    077 06 51.54300(W) AD(       ) 3
 EA2206
 EA2206.Superseded values are not recommended for survey control.
 EA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2206.See file dsdata.txt to determine how the superseded data were derived.
 EA2206
 EA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0633239594(NAD 83)
 EA2206_MARKER: DD = SURVEY DISK
 EA2206_SETTING: 0 = UNSPECIFIED SETTING
 EA2206_STAMPING: 55
 EA2206_MARK LOGO: USE   
 EA2206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2206
 EA2206  HISTORY     - Date     Condition        Report By
 EA2206  HISTORY     - 1933     MONUMENTED       USE
 EA2206  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2206  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2206  HISTORY     - 20030226 MARK NOT FOUND   USPSQD
 EA2206  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA2206  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA2206
 EA2206                          STATION DESCRIPTION
 EA2206
 EA2206'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA2206'THIS STATION IS A STANDARD U.S.E. DISK STAMPED 55, SET IN A
 EA2206'6-INCH IRON PIPE FILLED WITH CONCRETE, PROJECTING 15 INCHES ABOVE
 EA2206'SURFACE OF GROUND, ON A SMALL MARSH ISLAND, 1/2 MILE SE OF
 EA2206'SWANSBORO, 300 YARDS S OF E END OF BRIDGE, 10 YARDS FROM EDGE
 EA2206'OF THE CHANNEL, 20 YARDS FROM W SIDE OF THE ISLAND, MIDWAY
 EA2206'BETWEEN BEACON NO.22 AND BEACON 24.  MARK IS ON THE N SIDE OF
 EA2206'CHANNEL.
 EA2206'
 EA2206'CONNECTION TO TRIANGULATION SCHEME MADE BY CUTS FROM MAIN SCHEME
 EA2206'STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA2206
 EA2206                          STATION RECOVERY (1950)
 EA2206
 EA2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2206'STATION WAS NOT RECOVERED.  THE ISLAND ON WHICH THIS STATION
 EA2206'WAS LOCATED IS SMALL AND A THOROUGH SEARCH WAS MADE WITHOUT SUCCESS.
 EA2206'
 EA2206'THE DESCRIPTION IS INADEQUATE FOR FURTHER SEARCH.
 EA2206
 EA2206                          STATION RECOVERY (1965)
 EA2206
 EA2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2206'THE STATION WAS NOT RECOVERED AFTER AN HOURS SEARCH.  THE STATION
 EA2206'WAS REPORTED LOST IN 1950 BY H.F.G.  A CONSIDERABLE AMOUNT OF
 EA2206'FILL HAS BEEN PLACED ON THE ISLAND AND POSSIBLY THE STATION IS
 EA2206'INTACT BUT UNDER SEVERAL FEET OF FILL.
 EA2206
 EA2206                          STATION RECOVERY (2003)
 EA2206
 EA2206'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 EA2206'MARK NOT FOUND.
 EA2206
 EA2206                          STATION RECOVERY (2004)
 EA2206
 EA2206'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2206'MARK NOT FOUND.
 EA2206
 EA2206                          STATION RECOVERY (2004)
 EA2206
 EA2206'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5370 ***********************************************************************
 AI5370  DESIGNATION -  55 CRH
 AI5370  PID         -  AI5370
 AI5370  STATE/COUNTY-  NC/HALIFAX
 AI5370  USGS QUAD   -  LITTLETON (1973)
 AI5370
 AI5370                         *CURRENT SURVEY CONTROL
 AI5370  ___________________________________________________________________
 AI5370* NAD 83(2007)-  36 24 25.74032(N)    077 53 15.65423(W)     ADJUSTED  
 AI5370* NAVD 88     -       106.30   (meters)     348.8    (feet)  LEVELING  
 AI5370  ___________________________________________________________________
 AI5370  EPOCH DATE  -        2002.00
 AI5370  X           -   1,078,388.163 (meters)                     COMP
 AI5370  Y           -  -5,024,960.186 (meters)                     COMP
 AI5370  Z           -   3,764,690.155 (meters)                     COMP
 AI5370  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 AI5370  ELLIP HEIGHT-          72.383 (meters)          (02/10/07) ADJUSTED
 AI5370  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AI5370
 AI5370  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5370  Type    PID    Designation                      North   East  Ellip
 AI5370  -------------------------------------------------------------------
 AI5370  NETWORK AI5370 55 CRH                            0.73   0.59   1.72
 AI5370  -------------------------------------------------------------------
 AI5370  VERT ORDER  -  THIRD ?
 AI5370
 AI5370.The horizontal coordinates were established by GPS observations
 AI5370.and adjusted by the National Geodetic Survey in February 2007.
 AI5370
 AI5370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5370.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5370.The horizontal coordinates are valid at the epoch date displayed above.
 AI5370.The epoch date for horizontal control is a decimal equivalence
 AI5370.of Year/Month/Day.
 AI5370
 AI5370.The orthometric height was determined by differential leveling.
 AI5370.The vertical network tie was performed by a horz. field party for horz.
 AI5370.obs reductions. Reset procedures were used to establish the elevation.
 AI5370
 AI5370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5370
 AI5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5370
 AI5370.The ellipsoidal height was determined by GPS observations
 AI5370.and is referenced to NAD 83.
 AI5370
 AI5370.The geoid height was determined by GEOID03.
 AI5370
 AI5370;                    North         East     Units Scale Factor Converg.
 AI5370;SPC NC       -   295,338.801   709,379.382   MT  1.00007600   +0 38 31.2
 AI5370;SPC NC       -   968,957.38  2,327,355.52   sFT  1.00007600   +0 38 31.2
 AI5370;UTM  18      - 4,032,983.760   241,051.810   MT  1.00042624   -1 42 53.5
 AI5370
 AI5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5370!SPC NC       -   0.99998864  x   1.00007600  =   1.00006464
 AI5370!UTM  18      -   0.99998864  x   1.00042624  =   1.00041488
 AI5370
 AI5370                          SUPERSEDED SURVEY CONTROL
 AI5370
 AI5370  NAD 83(2001)-  36 24 25.74119(N)    077 53 15.65435(W) AD(       ) 1
 AI5370  ELLIP H (03/13/03)   72.369  (m)                       GP(       ) 4 2
 AI5370  NAD 83(1986)-  36 24 25.74293(N)    077 53 15.66478(W) AD(       ) 1
 AI5370
 AI5370.Superseded values are not recommended for survey control.
 AI5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5370.See file dsdata.txt to determine how the superseded data were derived.
 AI5370
 AI5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4105232984(NAD 83)
 AI5370_MARKER: DB = BENCH MARK DISK
 AI5370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5370_STAMPING: 55 CRH 1972 350
 AI5370_MARK LOGO: USGS  
 AI5370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5370+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 AI5370
 AI5370  HISTORY     - Date     Condition        Report By
 AI5370  HISTORY     - 1972     MONUMENTED       USGS
 AI5370  HISTORY     - 19930405 GOOD             NCGS
 AI5370
 AI5370                          STATION DESCRIPTION
 AI5370
 AI5370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5370'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF LITTLETON.
 AI5370'PROCEED ALONG NC 4 (SOUTH MOSBY AVENUE) FOR 0.55 MI (0.89 KM) SOUTH
 AI5370'FROM US 158 (SOUTH MAIN STREET) IN LITTLETON, THENCE EAST FOR 0.45 MI
 AI5370'(0.72 KM) ALONG SR 1001 (WARREN STREET), THENCE SOUTH FOR 1.65 MI
 AI5370'(2.66 KM) ALONG SR 1300 (BOWER ROAD) TO THE STATION IN THE NORTHEAST
 AI5370'QUADRANT OF THE T-INTERSECTION WITH A FIELD ROAD LEADING EAST. MARK IS
 AI5370'LOCATED 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF THE ROAD, 14.0 FT
 AI5370'(4.3 M) NORTH OF THE CENTER OF A FIELD ROAD, 8.0 FT (2.4 M) EAST OF
 AI5370'THE NORTH END AND THE SOUTH END OF A FIELD ROAD CULVERT, AND 54.5 FT
 AI5370'(16.6 M) EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2736 ***********************************************************************
 FA2736  DESIGNATION -  55 JAS
 FA2736  PID         -  FA2736
 FA2736  STATE/COUNTY-  NC/ROWAN
 FA2736  USGS QUAD   -  SHEPHERDS (1969)
 FA2736
 FA2736                         *CURRENT SURVEY CONTROL
 FA2736  ___________________________________________________________________
 FA2736* NAD 83(2001)-  35 37 34.78914(N)    080 51 57.15222(W)     ADJUSTED  
 FA2736* NAVD 88     -       234.08   (+/-2cm)     768.0    (feet)  VERTCON   
 FA2736  ___________________________________________________________________
 FA2736  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FA2736  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FA2736  HORZ ORDER  -  SECOND
 FA2736  VERT ORDER  -  THIRD ? (See Below)
 FA2736
 FA2736.The horizontal coordinates were established by classical geodetic methods
 FA2736.and adjusted by the National Geodetic Survey in August 2005.
 FA2736
 FA2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2736.The vertical order pertains to the NGVD 29 superseded value.
 FA2736
 FA2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2736
 FA2736.The geoid height was determined by GEOID03.
 FA2736
 FA2736;                    North         East     Units Scale Factor Converg.
 FA2736;SPC NC       -   209,731.484   440,604.821   MT  0.99989390   -1 04 36.9
 FA2736;SPC NC       -   688,094.04  1,445,550.98   sFT  0.99989390   -1 04 36.9
 FA2736;UTM  17      - 3,942,512.596   512,145.084   MT  0.99960182   +0 04 41.3
 FA2736
 FA2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2736!SPC NC       -   0.99996821  x   0.99989390  =   0.99986211
 FA2736!UTM  17      -   0.99996821  x   0.99960182  =   0.99957004
 FA2736
 FA2736                          SUPERSEDED SURVEY CONTROL
 FA2736
 FA2736  NAD 83(1986)-  35 37 34.80177(N)    080 51 57.15820(W) AD(       ) 2
 FA2736  NAD 27      -  35 37 34.31577(N)    080 51 57.90999(W) AD(       ) 2
 FA2736  NGVD 29 (07/19/86)  234.29   (m)          768.7    (f) LEVELING    3  
 FA2736
 FA2736.Superseded values are not recommended for survey control.
 FA2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2736.See file dsdata.txt to determine how the superseded data were derived.
 FA2736
 FA2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1214542513(NAD 83)
 FA2736_MARKER: DB = BENCH MARK DISK
 FA2736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA2736_SP_SET: WHEEL GUARD OF BRIDGE
 FA2736_STAMPING: 55 JAS 1965 769
 FA2736_MARK LOGO: USGS  
 FA2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2736+STABILITY: SURFACE MOTION
 FA2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2736+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1991
 FA2736
 FA2736  HISTORY     - Date     Condition        Report By
 FA2736  HISTORY     - 1974     MONUMENTED       USGS
 FA2736  HISTORY     - 19911106 GOOD             NCGS
 FA2736
 FA2736                          STATION DESCRIPTION
 FA2736
 FA2736'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (JWC)
 FA2736'55 JAS IS A BENCH MARK ESTABLISHED BY U.S. GEOLOGICAL SURVEY IN
 FA2736'THE VICINITY OF MOORESVILLE, NORTH CAROLINA IN 1965, AND TRAVERSED
 FA2736'THROUGH BY N. C. GEODETIC SURVEY IN 1974.
 FA2736'
 FA2736'55 JAS IS LOCATED APPROXIMATELY 4.4 MILES NW OF MOORESVILLE, AND
 FA2736'5.4 MILES SSE OF TROUTMAN.  TO REACH THE STATION FROM THE
 FA2736'INTERSECTION OF U.S. 21 WITH NC 115, NNW OF MOORESVILLE, PROCEED SSW
 FA2736'ALONG U.S. 21 FOR 0.65 MILE TO INTERSECTION WITH SR 1302, THENCE
 FA2736'WEST ALONG SR 1302 FOR 1.75 MILES TO SR 1302 BRIDGE OVER I-77, THENCE
 FA2736'CONTINUE 0.4 MILE NW TO STATION AT THE NE CORNER OF SR 1302 BRIDGE
 FA2736'OVER A COVE OF LAKE NORMAN.
 FA2736'
 FA2736'STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK, STAMPED 55 JAS
 FA2736'1965 ELEV. 769, SET FLUSH IN DRILL HOLE IN CONCRETE WHEELGUARD.
 FA2736'
 FA2736'MARK IS 0.5 FT SSW OF THE SOUTH EDGE OF NORTH BRIDGE RAIL
 FA2736'
 FA2736'1.0 FT WNW OF THE EAST END OF THE NORTH WHEELGUARD
 FA2736
 FA2736                          STATION RECOVERY (1991)
 FA2736
 FA2736'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2736'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT 1
 FA2736'FOOT HIGHER THAN THE ROAD AND FLUSH WITH GROUND. LOCATED 12.5 FT (3.8
 FA2736'M) NORTHEAST OF THE CENTERLINE OF SR 1302, AND 0.9 FT (0.3 M)
 FA2736'NORTHWEST OF THE EAST END OF THE WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9329 ***********************************************************************
 DE9329  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9329  DESIGNATION -  55W 200
 DE9329  PID         -  DE9329
 DE9329  STATE/COUNTY-  NC/GUILFORD
 DE9329  USGS QUAD   -  GREENSBORO (1994)
 DE9329
 DE9329                         *CURRENT SURVEY CONTROL
 DE9329  ___________________________________________________________________
 DE9329* NAD 83(2007)-  36 06 30.09920(N)    079 45 54.22597(W)     ADJUSTED  
 DE9329* NAVD 88     -       225.33   (meters)     739.3    (feet)  GPS OBS   
 DE9329  ___________________________________________________________________
 DE9329  EPOCH DATE  -        2002.00
 DE9329  X           -     916,690.174 (meters)                     COMP
 DE9329  Y           -  -5,076,985.127 (meters)                     COMP
 DE9329  Z           -   3,738,026.942 (meters)                     COMP
 DE9329  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 DE9329  ELLIP HEIGHT-         194.391 (meters)          (02/10/07) ADJUSTED
 DE9329  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9329
 DE9329  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9329  Type    PID    Designation                      North   East  Ellip
 DE9329  -------------------------------------------------------------------
 DE9329  NETWORK DE9329 55W 200                           1.14   0.86   1.65
 DE9329  -------------------------------------------------------------------
 DE9329
 DE9329.The horizontal coordinates were established by GPS observations
 DE9329.and adjusted by the National Geodetic Survey in February 2007.
 DE9329
 DE9329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9329.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9329.The horizontal coordinates are valid at the epoch date displayed above.
 DE9329.The epoch date for horizontal control is a decimal equivalence
 DE9329.of Year/Month/Day.
 DE9329
 DE9329.The orthometric height was determined by GPS observations and a
 DE9329.high-resolution geoid model.
 DE9329.The orthometric height was determined by GPS observations and a
 DE9329.high-resolution geoid model using precise GPS observation and
 DE9329.processing techniques.
 DE9329
 DE9329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9329
 DE9329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9329
 DE9329.The ellipsoidal height was determined by GPS observations
 DE9329.and is referenced to NAD 83.
 DE9329
 DE9329.The geoid height was determined by GEOID03.
 DE9329
 DE9329;                    North         East     Units Scale Factor Converg.
 DE9329;SPC NC       -   261,889.530   540,716.599   MT  0.99998425   -0 26 29.7
 DE9329;SPC NC       -   859,215.90  1,774,001.04   sFT  0.99998425   -0 26 29.7
 DE9329;UTM  17      - 3,996,673.355   611,152.144   MT  0.99975223   +0 43 40.2
 DE9329
 DE9329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9329!SPC NC       -   0.99996949  x   0.99998425  =   0.99995374
 DE9329!UTM  17      -   0.99996949  x   0.99975223  =   0.99972173
 DE9329
 DE9329:                Primary Azimuth Mark                     Grid Az
 DE9329:SPC NC       -  55W 201                                  001 03 31.9
 DE9329:UTM  17      -  55W 201                                  359 53 22.0
 DE9329
 DE9329|---------------------------------------------------------------------|
 DE9329| PID    Reference Object                     Distance      Geod. Az  |
 DE9329|                                                           dddmmss.s |
 DE9329| DE9330 55W 201                             APPROX. 0.6 KM 0003702.2 |
 DE9329|---------------------------------------------------------------------|
 DE9329
 DE9329                          SUPERSEDED SURVEY CONTROL
 DE9329
 DE9329  NAD 83(2001)-  36 06 30.09966(N)    079 45 54.22549(W) AD(       ) 1
 DE9329  ELLIP H (03/13/03)  194.387  (m)                       GP(       ) 4 2
 DE9329  NAD 83(1986)-  36 06 30.10619(N)    079 45 54.23263(W) AD(       ) 1
 DE9329
 DE9329.Superseded values are not recommended for survey control.
 DE9329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9329.See file dsdata.txt to determine how the superseded data were derived.
 DE9329
 DE9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1115296673(NAD 83)
 DE9329_MARKER: DD = SURVEY DISK
 DE9329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9329_STAMPING: 55W.200 7/97
 DE9329_MARK LOGO: NC1940
 DE9329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9329+STABILITY: SURFACE MOTION
 DE9329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9329+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9329
 DE9329  HISTORY     - Date     Condition        Report By
 DE9329  HISTORY     - 1997     MONUMENTED       NC1940
 DE9329
 DE9329                          STATION DESCRIPTION
 DE9329
 DE9329'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9329'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM)
 DE9329'NORTH-NORTHEAST OF THE CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN, AT
 DE9329'THE INTERSECTION OF SUMMIT AVENUE AND SIXTEENTH STREET.
 DE9329'PROCEED ALONG CONE BOULEVARD FOR 0.4 MI (0.6 KM) WEST FROM THE BRIDGE
 DE9329'OVER US 29-OHENRY BOULEVARD, THENCE 0.3 MI (0.5 KM) SOUTH ALONG SUMMIT
 DE9329'AVENUE TO SIXTEENTH STREET AND STATION IN THE SOUTHWEST QUADRANT OF
 DE9329'INTERSECTION NEAR--CONE CORPORATION, WHITE OAK PLANT--SIGN.
 DE9329'MARK IS 1-FOOT HIGHER THAN CENTER OF SUMMIT AVENUE, AND FLUSH WITH THE
 DE9329'GROUND. LOCATED 6.4 FT (2.0 M) WEST OF THE CURB OF SUMMIT AVENUE, 8.0
 DE9329'FT (2.4 M) NORTH-NORTHWEST OF CENTER OF MANHOLE IN CATCH BASIN, 36.4
 DE9329'FT (11.1 M) EAST-NORTHEAST OF CENTER OF CONE MILLS SIGN, 18.0 FT (5.5
 DE9329'M) SOUTHEAST OF A POWER POLE (NO. 19355G BY TRAFFIC SIGNAL CONTROL BOX
 DE9329'IN GROUND), AND 28.6 FT (8.7 M) NORTH OF POWER POLE WITH POWER METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9330 ***********************************************************************
 DE9330  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9330  DESIGNATION -  55W 201
 DE9330  PID         -  DE9330
 DE9330  STATE/COUNTY-  NC/GUILFORD
 DE9330  USGS QUAD   -  GREENSBORO (1994)
 DE9330
 DE9330                         *CURRENT SURVEY CONTROL
 DE9330  ___________________________________________________________________
 DE9330* NAD 83(2007)-  36 06 49.40973(N)    079 45 53.96955(W)     ADJUSTED  
 DE9330* NAVD 88     -       235.38   (meters)     772.2    (feet)  GPS OBS   
 DE9330  ___________________________________________________________________
 DE9330  EPOCH DATE  -        2002.00
 DE9330  X           -     916,635.594 (meters)                     COMP
 DE9330  Y           -  -5,076,646.751 (meters)                     COMP
 DE9330  Z           -   3,738,513.715 (meters)                     COMP
 DE9330  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 DE9330  ELLIP HEIGHT-         204.421 (meters)          (02/10/07) ADJUSTED
 DE9330  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DE9330
 DE9330  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9330  Type    PID    Designation                      North   East  Ellip
 DE9330  -------------------------------------------------------------------
 DE9330  NETWORK DE9330 55W 201                           0.84   0.67   1.35
 DE9330  -------------------------------------------------------------------
 DE9330
 DE9330.The horizontal coordinates were established by GPS observations
 DE9330.and adjusted by the National Geodetic Survey in February 2007.
 DE9330
 DE9330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9330.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9330.The horizontal coordinates are valid at the epoch date displayed above.
 DE9330.The epoch date for horizontal control is a decimal equivalence
 DE9330.of Year/Month/Day.
 DE9330
 DE9330.The orthometric height was determined by GPS observations and a
 DE9330.high-resolution geoid model.
 DE9330.The orthometric height was determined by GPS observations and a
 DE9330.high-resolution geoid model using precise GPS observation and
 DE9330.processing techniques.
 DE9330
 DE9330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9330
 DE9330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9330
 DE9330.The ellipsoidal height was determined by GPS observations
 DE9330.and is referenced to NAD 83.
 DE9330
 DE9330.The geoid height was determined by GEOID03.
 DE9330
 DE9330;                    North         East     Units Scale Factor Converg.
 DE9330;SPC NC       -   262,484.653   540,727.598   MT  0.99998565   -0 26 29.5
 DE9330;SPC NC       -   861,168.40  1,774,037.13   sFT  0.99998565   -0 26 29.5
 DE9330;UTM  17      - 3,997,268.440   611,150.995   MT  0.99975223   +0 43 40.7
 DE9330
 DE9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9330!SPC NC       -   0.99996792  x   0.99998565  =   0.99995357
 DE9330!UTM  17      -   0.99996792  x   0.99975223  =   0.99972016
 DE9330
 DE9330:                Primary Azimuth Mark                     Grid Az
 DE9330:SPC NC       -  55W 200                                  181 03 31.9
 DE9330:UTM  17      -  55W 200                                  179 53 21.7
 DE9330
 DE9330|---------------------------------------------------------------------|
 DE9330| PID    Reference Object                     Distance      Geod. Az  |
 DE9330|                                                           dddmmss.s |
 DE9330| DE9329 55W 200                             APPROX. 0.6 KM 1803702.4 |
 DE9330|---------------------------------------------------------------------|
 DE9330
 DE9330                          SUPERSEDED SURVEY CONTROL
 DE9330
 DE9330  NAD 83(2001)-  36 06 49.41019(N)    079 45 53.96908(W) AD(       ) 1
 DE9330  ELLIP H (03/13/03)  204.418  (m)                       GP(       ) 4 2
 DE9330  NAD 83(1986)-  36 06 49.41672(N)    079 45 53.97622(W) AD(       ) 1
 DE9330
 DE9330.Superseded values are not recommended for survey control.
 DE9330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9330.See file dsdata.txt to determine how the superseded data were derived.
 DE9330
 DE9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1115197268(NAD 83)
 DE9330_MARKER: DD = SURVEY DISK
 DE9330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9330_STAMPING: 55W.201 7/97
 DE9330_MARK LOGO: NC1940
 DE9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9330+STABILITY: SURFACE MOTION
 DE9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9330+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9330
 DE9330  HISTORY     - Date     Condition        Report By
 DE9330  HISTORY     - 1997     MONUMENTED       NC1940
 DE9330
 DE9330                          STATION DESCRIPTION
 DE9330
 DE9330'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9330'STATION IS LOCATED IN GREENSBORO, ABOUT 3.3 MI (5.3 KM)
 DE9330'NORTH-NORTHEAST OF THE CITY-COUNTY GOVERNMENT COMPLEX IN DOWNTOWN, AT
 DE9330'THE INTERSECTION OF EAST CONE BOULEVARD AND SUMMIT AVENUE.
 DE9330'PROCEED ALONG CONE BOULEVARD FOR 0.4 MI (0.6 KM) WEST FROM THE BRIDGE
 DE9330'OVER US 29-OHENRY BOULEVARD TO SUMMIT AVENUE AND STATION ABOUT
 DE9330'100-FEET NORTH OF BOULEVARD ON WEST SIDE OF SUMMIT AVENUE, BETWEEN
 DE9330'ENTRANCES TO CROWN SERVICE STATION, AND IN GRASS STRIP ALONGSIDE A
 DE9330'55-FOOT PLANTER BOUNDING PARKING LOT.
 DE9330'MARK IS 1/2-FOOT HIGHER THAN CENTER OF SOUTHBOUND LANES, AND RECESSED
 DE9330'2-INCHES BELOW THE GROUND. LOCATED 40.6 FT (12.4 M) NORTH OF THE
 DE9330'CENTERLINE OF SOUTH ENTRANCE TO CROWN STATION, 47.6 FT (14.5 M) SOUTH
 DE9330'OF CENTERLINE OF NORTH ENTRANCE TO CROWN STATION, 7.6 FT (2.3 M) WEST
 DE9330'OF A POWER POLE (1336K117) WITH TRANSFORMER, AND 1.1 FT (0.3 M) WEST
 DE9330'OF WEST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3601 ***********************************************************************
 FA3601  DESIGNATION -  56 ATA
 FA3601  PID         -  FA3601
 FA3601  STATE/COUNTY-  NC/IREDELL
 FA3601  USGS QUAD   -  STATESVILLE WEST (1993)
 FA3601
 FA3601                         *CURRENT SURVEY CONTROL
 FA3601  ___________________________________________________________________
 FA3601* NAD 83(1986)-  35 45 43.     (N)    080 59 07.     (W)     SCALED    
 FA3601* NAVD 88     -       299.761  (meters)     983.47   (feet)  ADJUSTED  
 FA3601  ___________________________________________________________________
 FA3601  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FA3601  DYNAMIC HT  -         299.486 (meters)     982.56  (feet)  COMP
 FA3601  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 FA3601
 FA3601  VERT ORDER  -  SECOND    CLASS II
 FA3601
 FA3601.The horizontal coordinates were scaled from a topographic map and have
 FA3601.an estimated accuracy of +/- 6 seconds.
 FA3601
 FA3601.The orthometric height was determined by differential leveling
 FA3601.and adjusted in June 1991.
 FA3601
 FA3601.The geoid height was determined by GEOID03.
 FA3601
 FA3601.The dynamic height is computed by dividing the NAVD 88
 FA3601.geopotential number by the normal gravity value computed on the
 FA3601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3601.degrees latitude (g = 980.6199 gals.).
 FA3601
 FA3601.The modeled gravity was interpolated from observed gravity values.
 FA3601
 FA3601;                    North         East    Units  Estimated Accuracy
 FA3601;SPC NC       -   224,980.      430,090.      MT  (+/- 180 meters Scaled)
 FA3601
 FA3601                          SUPERSEDED SURVEY CONTROL
 FA3601
 FA3601.No superseded survey control is available for this station.
 FA3601
 FA3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV013575(NAD 83)
 FA3601_MARKER: DB = BENCH MARK DISK
 FA3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3601_SP_SET: CONCRETE POST
 FA3601_STAMPING: 56 ATA 1951 984
 FA3601_MARK LOGO: USGS  
 FA3601_PROJECTION: PROJECTING 5 CENTIMETERS
 FA3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3601+STABILITY: SURFACE MOTION
 FA3601
 FA3601  HISTORY     - Date     Condition        Report By
 FA3601  HISTORY     - 1951     MONUMENTED       USGS
 FA3601  HISTORY     - 1981     GOOD             NCGS
 FA3601
 FA3601                          STATION DESCRIPTION
 FA3601
 FA3601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FA3601'5.7 MI WSW FROM STATESVILLE.
 FA3601'ALONG U.S. 64-70, 4.45 MILES SOUTHWEST OF THE INTERSECTION WITH N.C.
 FA3601'90 (IN WESTERN SECTION OF STATESVILLE), IN NORTHWEST QUADRANT OF
 FA3601'INTERSECTION WITH SR 1005 CROSSROAD, 26.3 FEET NORTH-NORTHWEST OF
 FA3601'CENTERLINE OF HIGHWAY, 51.0 FEET WEST-SOUTHWEST OF CENTERLINE OF ROAD
 FA3601'AND 19.6 FEET EAST-SOUTHEAST OF 15 INCH OAK WITH REFERENC TAG.
 FA3601'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9334 ***********************************************************************
 DE9334  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9334  DESIGNATION -  56E 200
 DE9334  PID         -  DE9334
 DE9334  STATE/COUNTY-  NC/GUILFORD
 DE9334  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9334
 DE9334                         *CURRENT SURVEY CONTROL
 DE9334  ___________________________________________________________________
 DE9334* NAD 83(2007)-  36 06 26.26526(N)    079 44 13.44123(W)     ADJUSTED  
 DE9334* NAVD 88     -       224.94   (meters)     738.0    (feet)  GPS OBS   
 DE9334  ___________________________________________________________________
 DE9334  EPOCH DATE  -        2002.00
 DE9334  X           -     919,183.139 (meters)                     COMP
 DE9334  Y           -  -5,076,604.912 (meters)                     COMP
 DE9334  Z           -   3,737,931.300 (meters)                     COMP
 DE9334  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 DE9334  ELLIP HEIGHT-         194.108 (meters)          (02/10/07) ADJUSTED
 DE9334  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 DE9334
 DE9334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9334  Type    PID    Designation                      North   East  Ellip
 DE9334  -------------------------------------------------------------------
 DE9334  NETWORK DE9334 56E 200                           1.23   0.92   1.67
 DE9334  -------------------------------------------------------------------
 DE9334
 DE9334.The horizontal coordinates were established by GPS observations
 DE9334.and adjusted by the National Geodetic Survey in February 2007.
 DE9334
 DE9334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9334.The horizontal coordinates are valid at the epoch date displayed above.
 DE9334.The epoch date for horizontal control is a decimal equivalence
 DE9334.of Year/Month/Day.
 DE9334
 DE9334.The orthometric height was determined by GPS observations and a
 DE9334.high-resolution geoid model.
 DE9334.The orthometric height was determined by GPS observations and a
 DE9334.high-resolution geoid model using precise GPS observation and
 DE9334.processing techniques.
 DE9334
 DE9334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9334
 DE9334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9334
 DE9334.The ellipsoidal height was determined by GPS observations
 DE9334.and is referenced to NAD 83.
 DE9334
 DE9334.The geoid height was determined by GEOID03.
 DE9334
 DE9334;                    North         East     Units Scale Factor Converg.
 DE9334;SPC NC       -   261,752.292   543,236.353   MT  0.99998397   -0 25 31.5
 DE9334;SPC NC       -   858,765.64  1,782,267.93   sFT  0.99998397   -0 25 31.5
 DE9334;UTM  17      - 3,996,587.597   613,673.598   MT  0.99975921   +0 44 39.6
 DE9334
 DE9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9334!SPC NC       -   0.99996954  x   0.99998397  =   0.99995351
 DE9334!UTM  17      -   0.99996954  x   0.99975921  =   0.99972875
 DE9334
 DE9334                          SUPERSEDED SURVEY CONTROL
 DE9334
 DE9334  NAD 83(2001)-  36 06 26.26567(N)    079 44 13.44092(W) AD(       ) 1
 DE9334  ELLIP H (03/13/03)  194.104  (m)                       GP(       ) 4 2
 DE9334  NAD 83(1986)-  36 06 26.27197(N)    079 44 13.44780(W) AD(       ) 1
 DE9334
 DE9334.Superseded values are not recommended for survey control.
 DE9334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9334.See file dsdata.txt to determine how the superseded data were derived.
 DE9334
 DE9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1367496588(NAD 83)
 DE9334_MARKER: DD = SURVEY DISK
 DE9334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9334_STAMPING: 56E.200 7/97
 DE9334_MARK LOGO: NC1940
 DE9334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9334+STABILITY: SURFACE MOTION
 DE9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9334+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9334
 DE9334  HISTORY     - Date     Condition        Report By
 DE9334  HISTORY     - 1997     MONUMENTED       NC1940
 DE9334
 DE9334                          STATION DESCRIPTION
 DE9334
 DE9334'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9334'STATION IS LOCATED IN GREENSBORO, ABOUT 4.0 MI (6.4 KM) NORTHEAST OF
 DE9334'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF WHITE STREET
 DE9334'AND NEALTOWN ROAD.
 DE9334'PROCEED ALONG PHILLIPS AVENUE FOR 0.2 MI (0.3 KM) EAST FROM THE BRIDGE
 DE9334'OVER OHENRY BOULEVARD (US 29), THENCE LEFT/NORTHEAST ALONG WHITE
 DE9334'STREET FOR 1.5 MI (2.4 KM) TO STATION ON RIGHT, IN SOUTHWEST QUADRANT
 DE9334'OF INTERSECTION WITH NEALTOWN ROAD.
 DE9334'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF NEALTOWN ROAD, AND
 DE9334'FLUSH WITH THE GROUND. LOCATED 24.8 FT (7.6 M) WEST OF THE CENTERLINE
 DE9334'OF NEALTOWN ROAD, 51.0 FT (15.5 M) SOUTH OF CENTERLINE OF WHITE
 DE9334'STREET, 20.7 FT (6.3 M) SOUTH-SOUTHEAST OF--WHITE STREET/NEALTOWN
 DE9334'ROAD--SIGN POST, 48.9 FT (14.9 M) WEST OF FIRE HYDRANT, AND 61.8 FT
 DE9334'(18.8 M) NORTHWEST OF AN ORNAMENTAL STONE MAILBOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9333 ***********************************************************************
 DE9333  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9333  DESIGNATION -  56W 200
 DE9333  PID         -  DE9333
 DE9333  STATE/COUNTY-  NC/GUILFORD
 DE9333  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9333
 DE9333                         *CURRENT SURVEY CONTROL
 DE9333  ___________________________________________________________________
 DE9333* NAD 83(2007)-  36 06 22.76272(N)    079 44 54.84965(W)     ADJUSTED  
 DE9333* NAVD 88     -       228.46   (meters)     749.5    (feet)  GPS OBS   
 DE9333  ___________________________________________________________________
 DE9333  EPOCH DATE  -        2002.00
 DE9333  X           -     918,175.796 (meters)                     COMP
 DE9333  Y           -  -5,076,854.713 (meters)                     COMP
 DE9333  Z           -   3,737,846.129 (meters)                     COMP
 DE9333  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 DE9333  ELLIP HEIGHT-         197.591 (meters)          (02/10/07) ADJUSTED
 DE9333  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 DE9333
 DE9333  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9333  Type    PID    Designation                      North   East  Ellip
 DE9333  -------------------------------------------------------------------
 DE9333  NETWORK DE9333 56W 200                           1.00   0.82   1.49
 DE9333  -------------------------------------------------------------------
 DE9333
 DE9333.The horizontal coordinates were established by GPS observations
 DE9333.and adjusted by the National Geodetic Survey in February 2007.
 DE9333
 DE9333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9333.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9333.The horizontal coordinates are valid at the epoch date displayed above.
 DE9333.The epoch date for horizontal control is a decimal equivalence
 DE9333.of Year/Month/Day.
 DE9333
 DE9333.The orthometric height was determined by GPS observations and a
 DE9333.high-resolution geoid model.
 DE9333.The orthometric height was determined by GPS observations and a
 DE9333.high-resolution geoid model using precise GPS observation and
 DE9333.processing techniques.
 DE9333
 DE9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9333
 DE9333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9333
 DE9333.The ellipsoidal height was determined by GPS observations
 DE9333.and is referenced to NAD 83.
 DE9333
 DE9333.The geoid height was determined by GEOID03.
 DE9333
 DE9333;                    North         East     Units Scale Factor Converg.
 DE9333;SPC NC       -   261,652.090   542,199.898   MT  0.99998372   -0 25 55.4
 DE9333;SPC NC       -   858,436.90  1,778,867.50   sFT  0.99998372   -0 25 55.4
 DE9333;UTM  17      - 3,996,466.286   612,639.638   MT  0.99975633   +0 44 15.1
 DE9333
 DE9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9333!SPC NC       -   0.99996899  x   0.99998372  =   0.99995271
 DE9333!UTM  17      -   0.99996899  x   0.99975633  =   0.99972533
 DE9333
 DE9333                          SUPERSEDED SURVEY CONTROL
 DE9333
 DE9333  NAD 83(2001)-  36 06 22.76317(N)    079 44 54.84927(W) AD(       ) 1
 DE9333  ELLIP H (03/13/03)  197.588  (m)                       GP(       ) 4 2
 DE9333  NAD 83(1986)-  36 06 22.76961(N)    079 44 54.85620(W) AD(       ) 1
 DE9333
 DE9333.Superseded values are not recommended for survey control.
 DE9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9333.See file dsdata.txt to determine how the superseded data were derived.
 DE9333
 DE9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1264096466(NAD 83)
 DE9333_MARKER: DD = SURVEY DISK
 DE9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9333_STAMPING: 56W.200 7/97
 DE9333_MARK LOGO: NC1940
 DE9333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9333+STABILITY: SURFACE MOTION
 DE9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9333+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9333
 DE9333  HISTORY     - Date     Condition        Report By
 DE9333  HISTORY     - 1997     MONUMENTED       NC1940
 DE9333
 DE9333                          STATION DESCRIPTION
 DE9333
 DE9333'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9333'STATION IS LOCATED IN GREENSBORO, ABOUT 3.5 MI (5.6 KM) NORTHEAST OF
 DE9333'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF WHITE STREET
 DE9333'AND A POWER LINE RIGHT-OF-WAY.
 DE9333'PROCEED ALONG PHILLIPS AVENUE FOR 0.2 MI (0.3 KM) EAST FROM THE BRIDGE
 DE9333'OVER OHENRY BOULEVARD (US 29), THENCE LEFT/NORTHEAST ALONG WHITE
 DE9333'STREET FOR 1.0 MI (1.6 KM) TO STATION ON RIGHT, AND 0.5 MI (0.8 KM)
 DE9333'WEST OF NEALTOWN ROAD.
 DE9333'MARK IS ABOUT 2-FEET LOWER THAN THE CENTER OF ROAD, AND RECESSED
 DE9333'1-INCH BELOW THE GROUND. LOCATED 25.5 FT (7.8 M) SOUTH-SOUTHEAST OF
 DE9333'THE CENTERLINE OF ROAD, 143.6 FT (43.8 M) WEST-SOUTHWEST OF THE
 DE9333'NORTHWEST CORNER OF A CHAIN-LINK FENCE (AROUND GAS PIPELINE VALUE),
 DE9333'88.0 FT (26.8 M) EAST-SOUTHEAST OF NORTH BOLLARD OF GATE TO GAS
 DE9333'INSTALLATION, AND 67.5 FT (20.6 M) EAST-NORTHEAST OF NORTHWEST END OF
 DE9333'A 10-INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0341 ***********************************************************************
 FA0341  DESIGNATION -  57 EGB
 FA0341  PID         -  FA0341
 FA0341  STATE/COUNTY-  NC/MECKLENBURG
 FA0341  USGS QUAD   -  WEDDINGTON (1988)
 FA0341
 FA0341                         *CURRENT SURVEY CONTROL
 FA0341  ___________________________________________________________________
 FA0341* NAD 83(1986)-  35 06 24.     (N)    080 46 00.     (W)     SCALED    
 FA0341* NAVD 88     -       209.092  (meters)     686.00   (feet)  ADJUSTED  
 FA0341  ___________________________________________________________________
 FA0341  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA0341  DYNAMIC HT  -         208.901 (meters)     685.37  (feet)  COMP
 FA0341  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 FA0341
 FA0341  VERT ORDER  -  SECOND    CLASS 0
 FA0341
 FA0341.The horizontal coordinates were scaled from a topographic map and have
 FA0341.an estimated accuracy of +/- 6 seconds.
 FA0341
 FA0341.The orthometric height was determined by differential leveling
 FA0341.and adjusted in June 1991.
 FA0341
 FA0341.The geoid height was determined by GEOID03.
 FA0341
 FA0341.The dynamic height is computed by dividing the NAVD 88
 FA0341.geopotential number by the normal gravity value computed on the
 FA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0341.degrees latitude (g = 980.6199 gals.).
 FA0341
 FA0341.The modeled gravity was interpolated from observed gravity values.
 FA0341
 FA0341;                    North         East    Units  Estimated Accuracy
 FA0341;SPC NC       -   151,930.      448,560.      MT  (+/- 180 meters Scaled)
 FA0341
 FA0341                          SUPERSEDED SURVEY CONTROL
 FA0341
 FA0341  NGVD 29 (??/??/92)  209.322  (m)          686.75   (f) ADJ UNCH    2 0
 FA0341
 FA0341.Superseded values are not recommended for survey control.
 FA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0341.See file dsdata.txt to determine how the superseded data were derived.
 FA0341
 FA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU212848(NAD 83)
 FA0341_MARKER: DB = BENCH MARK DISK
 FA0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0341_STAMPING: 57 EGB 1965
 FA0341_MARK LOGO: USGS  
 FA0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0341+STABILITY: SURFACE MOTION
 FA0341
 FA0341  HISTORY     - Date     Condition        Report By
 FA0341  HISTORY     - 1965     MONUMENTED       USGS
 FA0341  HISTORY     - 1972     GOOD             NCGS
 FA0341  HISTORY     - 1976     GOOD             LOCSUR
 FA0341  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0341  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0341  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0341  HISTORY     - 20001004 SEE DESCRIPTION  NCGS
 FA0341  HISTORY     - 20040505 MARK NOT FOUND   USPSQD
 FA0341
 FA0341                          STATION DESCRIPTION
 FA0341
 FA0341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0341'2.6 MI W FROM MATTHEWS.
 FA0341'STATION IS ABOUT 0.8 MILE E ALONG NC 51 FROM JUNCTION WITH NC 16,
 FA0341'AT INTERSECTION OF NC 51 AND SR 3437, IN THE SW QUADRANT, 33.3
 FA0341'FT S OF C/L OF NC 51, 30.3 FT W OF C/L OF SR 3437 (HUGH FOREST
 FA0341'RD.), 7.9 FT NNW OF METAL STREET MARKER, 65.8 FT W OF PP IN SE
 FA0341'QUADRANT OF INTERSECTION AND 67.2 FT NW OF PP ON E SIDE OF SR
 FA0341'3437.  DISK IS SET IN CONCRETE 6 INCHES ABOVE THE GROUND.
 FA0341
 FA0341                          STATION RECOVERY (1976)
 FA0341
 FA0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FA0341'RECOVERED IN GOOD CONDITION.
 FA0341
 FA0341                          STATION RECOVERY (1987)
 FA0341
 FA0341'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0341'MARK NOT FOUND.
 FA0341
 FA0341                          STATION RECOVERY (1988)
 FA0341
 FA0341'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0341'MARK NOT FOUND.
 FA0341
 FA0341                          STATION RECOVERY (1989)
 FA0341
 FA0341'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0341'MARK NOT FOUND.
 FA0341
 FA0341                          STATION RECOVERY (2000)
 FA0341
 FA0341'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0341'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  BOTH NC 51 AND HUGH
 FA0341'FOREST ROAD-SR 3437 HAVE BEEN WIDENED.
 FA0341
 FA0341                          STATION RECOVERY (2004)
 FA0341
 FA0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0341'NC 51 IS NOW A DUAL HIGHWAY HERE AND MARKER MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0363 ***********************************************************************
 FY0363  DESIGNATION -  579
 FY0363  PID         -  FY0363
 FY0363  STATE/COUNTY-  NC/PERSON
 FY0363  USGS QUAD   -  TIMBERLAKE (1981)
 FY0363
 FY0363                         *CURRENT SURVEY CONTROL
 FY0363  ___________________________________________________________________
 FY0363* NAD 83(1986)-  36 18 17.     (N)    078 57 42.     (W)     SCALED    
 FY0363* NAVD 88     -       167.720  (meters)     550.26   (feet)  ADJUSTED  
 FY0363  ___________________________________________________________________
 FY0363  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FY0363  DYNAMIC HT  -         167.586 (meters)     549.82  (feet)  COMP
 FY0363  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 FY0363
 FY0363  VERT ORDER  -  SECOND    CLASS 0
 FY0363
 FY0363.The horizontal coordinates were scaled from a topographic map and have
 FY0363.an estimated accuracy of +/- 6 seconds.
 FY0363
 FY0363.The orthometric height was determined by differential leveling
 FY0363.and adjusted in June 1991.
 FY0363
 FY0363.The geoid height was determined by GEOID03.
 FY0363
 FY0363.The dynamic height is computed by dividing the NAVD 88
 FY0363.geopotential number by the normal gravity value computed on the
 FY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0363.degrees latitude (g = 980.6199 gals.).
 FY0363
 FY0363.The modeled gravity was interpolated from observed gravity values.
 FY0363
 FY0363;                    North         East    Units  Estimated Accuracy
 FY0363;SPC NC       -   283,410.      613,040.      MT  (+/- 180 meters Scaled)
 FY0363
 FY0363                          SUPERSEDED SURVEY CONTROL
 FY0363
 FY0363  NGVD 29 (??/??/92)  168.032  (m)          551.28   (f) ADJ UNCH    2 0
 FY0363
 FY0363.Superseded values are not recommended for survey control.
 FY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0363.See file dsdata.txt to determine how the superseded data were derived.
 FY0363
 FY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA830196(NAD 83)
 FY0363_MARKER: Z = SEE DESCRIPTION
 FY0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0363_SP_SET: BRIDGE
 FY0363_MARK LOGO: NWRR  
 FY0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0363
 FY0363  HISTORY     - Date     Condition        Report By
 FY0363  HISTORY     - UNK      MONUMENTED       NWRR
 FY0363  HISTORY     - 1935     GOOD             CGS
 FY0363  HISTORY     - 1976     GOOD             NGS
 FY0363  HISTORY     - 1978     GOOD             NCGS
 FY0363
 FY0363                          STATION DESCRIPTION
 FY0363
 FY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0363'1.5 MI N FROM HELENA.
 FY0363'ON THE LYNCHBURG TO DURHAM BRANCH OF THE NORFOLK AND WESTERN
 FY0363'RAILROAD, 0.4 MILE NORTH AND ON OPPOSITE SIDE OF TRACK FROM MILE
 FY0363'POST 90, 5.8 FEET EAST OF THE EAST RAIL, 5 INCHES SOUTH OF THE
 FY0363'NORTH END OF WINGWALL, ON LEVEL WITH TOP OF RAIL, ON THE NORTHEAST
 FY0363'CORNER OF THE EAST WINGWALL OF RAILROAD BRIDGE 579 OVER STREAM.
 FY0363
 FY0363                          STATION RECOVERY (1976)
 FY0363
 FY0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FY0363'RECOVERED IN GOOD CONDITION.
 FY0363
 FY0363                          STATION RECOVERY (1978)
 FY0363
 FY0363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY0363'TO REACH STATION FROM THE INTERSECTION OF NORFOLK AND WESTERN RAILWAY
 FY0363'AND SR 1715 AT TIMBERLAKE, PROCEED NORTH ALONG THE NORTH AND WEST
 FY0363'RAILWAY FOR 1.5 MILES TO STATION ON RIGHT ON NORTHEAST CORNER OF EAST
 FY0363'WINGWALL OF RAILROAD BRIDGE NUMBER 579 OVER STREAM, 0.4 MILE NORTH OF
 FY0363'MILEPOST NUMBER 90 AND 5.8 FT. EAST OF EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9357 ***********************************************************************
 DE9357  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9357  DESIGNATION -  57W 200
 DE9357  PID         -  DE9357
 DE9357  STATE/COUNTY-  NC/GUILFORD
 DE9357  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9357
 DE9357                         *CURRENT SURVEY CONTROL
 DE9357  ___________________________________________________________________
 DE9357* NAD 83(2007)-  36 06 31.69462(N)    079 43 45.41980(W)     ADJUSTED  
 DE9357* NAVD 88     -       234.99   (meters)     771.0    (feet)  GPS OBS   
 DE9357  ___________________________________________________________________
 DE9357  EPOCH DATE  -        2002.00
 DE9357  X           -     919,856.664 (meters)                     COMP
 DE9357  Y           -  -5,076,390.965 (meters)                     COMP
 DE9357  Z           -   3,738,072.446 (meters)                     COMP
 DE9357  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 DE9357  ELLIP HEIGHT-         204.189 (meters)          (02/10/07) ADJUSTED
 DE9357  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 DE9357
 DE9357  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9357  Type    PID    Designation                      North   East  Ellip
 DE9357  -------------------------------------------------------------------
 DE9357  NETWORK DE9357 57W 200                           1.22   0.94   1.67
 DE9357  -------------------------------------------------------------------
 DE9357
 DE9357.The horizontal coordinates were established by GPS observations
 DE9357.and adjusted by the National Geodetic Survey in February 2007.
 DE9357
 DE9357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9357.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9357.The horizontal coordinates are valid at the epoch date displayed above.
 DE9357.The epoch date for horizontal control is a decimal equivalence
 DE9357.of Year/Month/Day.
 DE9357
 DE9357.The orthometric height was determined by GPS observations and a
 DE9357.high-resolution geoid model.
 DE9357.The orthometric height was determined by GPS observations and a
 DE9357.high-resolution geoid model using precise GPS observation and
 DE9357.processing techniques.
 DE9357
 DE9357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9357
 DE9357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9357
 DE9357.The ellipsoidal height was determined by GPS observations
 DE9357.and is referenced to NAD 83.
 DE9357
 DE9357.The geoid height was determined by GEOID03.
 DE9357
 DE9357;                    North         East     Units Scale Factor Converg.
 DE9357;SPC NC       -   261,914.456   543,938.410   MT  0.99998437   -0 25 15.3
 DE9357;SPC NC       -   859,297.68  1,784,571.27   sFT  0.99998437   -0 25 15.3
 DE9357;UTM  17      - 3,996,764.020   614,372.042   MT  0.99976118   +0 44 56.2
 DE9357
 DE9357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9357!SPC NC       -   0.99996795  x   0.99998437  =   0.99995232
 DE9357!UTM  17      -   0.99996795  x   0.99976118  =   0.99972914
 DE9357
 DE9357                          SUPERSEDED SURVEY CONTROL
 DE9357
 DE9357  NAD 83(2001)-  36 06 31.69502(N)    079 43 45.41945(W) AD(       ) 1
 DE9357  ELLIP H (03/13/03)  204.184  (m)                       GP(       ) 4 2
 DE9357  NAD 83(1986)-  36 06 31.70119(N)    079 43 45.42632(W) AD(       ) 1
 DE9357
 DE9357.Superseded values are not recommended for survey control.
 DE9357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9357.See file dsdata.txt to determine how the superseded data were derived.
 DE9357
 DE9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1437296764(NAD 83)
 DE9357_MARKER: DD = SURVEY DISK
 DE9357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9357_STAMPING: 57W.200 7/97
 DE9357_MARK LOGO: NC1940
 DE9357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9357+STABILITY: SURFACE MOTION
 DE9357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9357+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9357
 DE9357  HISTORY     - Date     Condition        Report By
 DE9357  HISTORY     - 1997     MONUMENTED       NC1940
 DE9357
 DE9357                          STATION DESCRIPTION
 DE9357
 DE9357'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9357'STATION IS LOCATED IN GREENSBORO, ABOUT 4.4 MI (7.1 KM) NORTHEAST OF
 DE9357'THE DOWNTOWN GOVERNMENT COMPLEX, AT THE WHITE STREET LANDFILL.
 DE9357'PROCEED ALONG PHILLIPS AVENUE FOR 0.2 MI (0.3 KM) EAST FROM THE
 DE9357'OVERPASS OF OHENRY BOULEVARD (US 29), THENCE LEFT/NORTHEAST ALONG
 DE9357'WHITE STREET FOR 1.8 MI (2.9 KM) TO THE ENTRANCE INTO THE WHITE STREET
 DE9357'LANDFILL, AND STATION APPROXIMATELY 500-FEET EAST OF THE SCALES ON TOP
 DE9357'OF A LARGE BERM.
 DE9357'MARK IS ABOUT 10-FOOT HIGHER THAN THE CENTER OF WHITE STREET, AND
 DE9357'FLUSH WITH THE GROUND. LOCATED 213.0 FT (64.9 M) NORTH OF THE
 DE9357'CENTERLINE OF WHITE STREET, 188.5 FT (57.5 M) NORTH-NORTHWEST OF A
 DE9357'SANITARY SEWER MANHOLE, AND 24.0 FT (7.3 M) EAST-NORTHEAST OF THE WEST
 DE9357'TOP BANK OF BERM (NORTHWESTERNMOST OF TWO).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1697 ***********************************************************************
 FB1697  DESIGNATION -  58 B
 FB1697  PID         -  FB1697
 FB1697  STATE/COUNTY-  NC/SWAIN
 FB1697  USGS QUAD   -  TUSKEEGEE (1987)
 FB1697
 FB1697                         *CURRENT SURVEY CONTROL
 FB1697  ___________________________________________________________________
 FB1697* NAD 83(1986)-  35 26 20.     (N)    083 38 45.     (W)     SCALED    
 FB1697* NAVD 88     -       435.44   (+/-2cm)    1428.6    (feet)  VERTCON   
 FB1697  ___________________________________________________________________
 FB1697  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1697  VERT ORDER  -  ? (See Below)
 FB1697
 FB1697.The horizontal coordinates were scaled from a topographic map and have
 FB1697.an estimated accuracy of +/- 6 seconds.
 FB1697
 FB1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1697.The vertical order pertains to the NGVD 29 superseded value.
 FB1697
 FB1697.The geoid height was determined by GEOID03.
 FB1697
 FB1697;                    North         East    Units  Estimated Accuracy
 FB1697;SPC NC       -   197,220.      187,970.      MT  (+/- 180 meters Scaled)
 FB1697
 FB1697                          SUPERSEDED SURVEY CONTROL
 FB1697
 FB1697  NGVD 29 (??/??/92)  435.495  (m)         1428.79   (f) ADJ UNCH    ?  
 FB1697
 FB1697.Superseded values are not recommended for survey control.
 FB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1697.See file dsdata.txt to determine how the superseded data were derived.
 FB1697
 FB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV598249(NAD 83)
 FB1697_MARKER: X = CHISELED CROSS
 FB1697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1697_SP_SET: BRIDGE
 FB1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1697
 FB1697  HISTORY     - Date     Condition        Report By
 FB1697  HISTORY     - UNK      MONUMENTED       USGS
 FB1697  HISTORY     - 1934     GOOD             NGS
 FB1697
 FB1697                          STATION DESCRIPTION
 FB1697
 FB1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1697'1.1 MI E FROM ECOLA.
 FB1697'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1697'ECOLA, SWAIN COUNTY, 200 YARDS WEST OF MILEPOST 4, 18 FEET WEST
 FB1697'OF THE CENTER OF A WATER TANK, AT A BRIDGE OVER A SMALL MOUNTAIN
 FB1697'CREEK, AND ON THE NORTH END OF THE WEST ABUTMENT.  A CHISELED
 FB1697'CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0343 ***********************************************************************
 FA0343  DESIGNATION -  58 EGB
 FA0343  PID         -  FA0343
 FA0343  STATE/COUNTY-  NC/MECKLENBURG
 FA0343  USGS QUAD   -  MATTHEWS (1988)
 FA0343
 FA0343                         *CURRENT SURVEY CONTROL
 FA0343  ___________________________________________________________________
 FA0343* NAD 83(1986)-  35 07 06.     (N)    080 44 23.     (W)     SCALED    
 FA0343* NAVD 88     -       222.786  (meters)     730.92   (feet)  ADJUSTED  
 FA0343  ___________________________________________________________________
 FA0343  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA0343  DYNAMIC HT  -         222.582 (meters)     730.25  (feet)  COMP
 FA0343  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 FA0343
 FA0343  VERT ORDER  -  SECOND    CLASS 0
 FA0343
 FA0343.The horizontal coordinates were scaled from a topographic map and have
 FA0343.an estimated accuracy of +/- 6 seconds.
 FA0343
 FA0343.The orthometric height was determined by differential leveling
 FA0343.and adjusted in June 1991.
 FA0343
 FA0343.The geoid height was determined by GEOID03.
 FA0343
 FA0343.The dynamic height is computed by dividing the NAVD 88
 FA0343.geopotential number by the normal gravity value computed on the
 FA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0343.degrees latitude (g = 980.6199 gals.).
 FA0343
 FA0343.The modeled gravity was interpolated from observed gravity values.
 FA0343
 FA0343;                    North         East    Units  Estimated Accuracy
 FA0343;SPC NC       -   153,180.      451,040.      MT  (+/- 180 meters Scaled)
 FA0343
 FA0343                          SUPERSEDED SURVEY CONTROL
 FA0343
 FA0343  NGVD 29 (??/??/92)  223.016  (m)          731.68   (f) ADJ UNCH    2 0
 FA0343
 FA0343.Superseded values are not recommended for survey control.
 FA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0343.See file dsdata.txt to determine how the superseded data were derived.
 FA0343
 FA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU237861(NAD 83)
 FA0343_MARKER: DB = BENCH MARK DISK
 FA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0343_STAMPING: 58 EGB 1965
 FA0343_MARK LOGO: USGS  
 FA0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0343+STABILITY: SURFACE MOTION
 FA0343
 FA0343  HISTORY     - Date     Condition        Report By
 FA0343  HISTORY     - 1965     MONUMENTED       USGS
 FA0343  HISTORY     - 1972     GOOD             NCGS
 FA0343  HISTORY     - 1976     GOOD             LOCSUR
 FA0343  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0343  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0343  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0343  HISTORY     - 20001004 SEE DESCRIPTION  NCGS
 FA0343
 FA0343                          STATION DESCRIPTION
 FA0343
 FA0343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0343'1 MI W FROM MATTHEWS.
 FA0343'STATION IS ABOUT 1.1 MILE W ALONG NC 51 FROM INTERSECTION WITH
 FA0343'TRADE ST. IN MATTHEWS, AT INTERSECTION OF NC 51 AND SR 3456
 FA0343'(SARDIS RD.), IN NW QUADRANT, 23.2 FT NW OF C/L OF NC 51, 33.3 FT
 FA0343'SW OF C/L OF SR 3456, 4.0 FT SW OF METAL STREET MARKER, 6.3 FT
 FA0343'NE OF ALUMINUM REF. TAG ON TP 11, AND 73.0 FT SE OF ALUMINUM REF.
 FA0343'TAG ON TP.  DISK IS SET IN CONCRETE 6 INCHES ABOVE THE GROUND.
 FA0343
 FA0343                          STATION RECOVERY (1976)
 FA0343
 FA0343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FA0343'RECOVERED IN GOOD CONDITION.
 FA0343
 FA0343                          STATION RECOVERY (1987)
 FA0343
 FA0343'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0343'MARK NOT FOUND.
 FA0343
 FA0343                          STATION RECOVERY (1988)
 FA0343
 FA0343'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0343'MARK NOT FOUND.
 FA0343
 FA0343                          STATION RECOVERY (1989)
 FA0343
 FA0343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0343'MARK NOT FOUND.
 FA0343
 FA0343                          STATION RECOVERY (2000)
 FA0343
 FA0343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0343'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  BOTH NC 51 AND
 FA0343'SARDIS ROAD HAVE BEEN WIDENED TO 4 LANES PLUS TURNING LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9335 ***********************************************************************
 DE9335  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9335  DESIGNATION -  58E 200
 DE9335  PID         -  DE9335
 DE9335  STATE/COUNTY-  NC/GUILFORD
 DE9335  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9335
 DE9335                         *CURRENT SURVEY CONTROL
 DE9335  ___________________________________________________________________
 DE9335* NAD 83(2007)-  36 05 55.59709(N)    079 43 17.10069(W)     ADJUSTED  
 DE9335* NAVD 88     -       245.57   (meters)     805.7    (feet)  GPS OBS   
 DE9335  ___________________________________________________________________
 DE9335  EPOCH DATE  -        2002.00
 DE9335  X           -     920,672.138 (meters)                     COMP
 DE9335  Y           -  -5,076,918.188 (meters)                     COMP
 DE9335  Z           -   3,737,179.744 (meters)                     COMP
 DE9335  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 DE9335  ELLIP HEIGHT-         214.824 (meters)          (02/10/07) ADJUSTED
 DE9335  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 DE9335
 DE9335  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9335  Type    PID    Designation                      North   East  Ellip
 DE9335  -------------------------------------------------------------------
 DE9335  NETWORK DE9335 58E 200                           1.43   1.06   1.96
 DE9335  -------------------------------------------------------------------
 DE9335
 DE9335.The horizontal coordinates were established by GPS observations
 DE9335.and adjusted by the National Geodetic Survey in February 2007.
 DE9335
 DE9335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9335.The horizontal coordinates are valid at the epoch date displayed above.
 DE9335.The epoch date for horizontal control is a decimal equivalence
 DE9335.of Year/Month/Day.
 DE9335
 DE9335.The orthometric height was determined by GPS observations and a
 DE9335.high-resolution geoid model.
 DE9335.The orthometric height was determined by GPS observations and a
 DE9335.high-resolution geoid model using precise GPS observation and
 DE9335.processing techniques.
 DE9335
 DE9335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9335
 DE9335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9335
 DE9335.The ellipsoidal height was determined by GPS observations
 DE9335.and is referenced to NAD 83.
 DE9335
 DE9335.The geoid height was determined by GEOID03.
 DE9335
 DE9335;                    North         East     Units Scale Factor Converg.
 DE9335;SPC NC       -   260,796.713   544,638.584   MT  0.99998176   -0 24 59.0
 DE9335;SPC NC       -   855,630.55  1,786,868.42   sFT  0.99998176   -0 24 59.0
 DE9335;UTM  17      - 3,995,661.049   615,094.730   MT  0.99976322   +0 45 12.2
 DE9335
 DE9335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9335!SPC NC       -   0.99996628  x   0.99998176  =   0.99994805
 DE9335!UTM  17      -   0.99996628  x   0.99976322  =   0.99972951
 DE9335
 DE9335:                Primary Azimuth Mark                     Grid Az
 DE9335:SPC NC       -  COG 192=58W 203                          051 32 42.6
 DE9335:UTM  17      -  COG 192=58W 203                          050 22 31.4
 DE9335
 DE9335|---------------------------------------------------------------------|
 DE9335| PID    Reference Object                     Distance      Geod. Az  |
 DE9335|                                                           dddmmss.s |
 DE9335| DE9375 COG 192=58W 203                     472.525 METERS 0510743.6 |
 DE9335|---------------------------------------------------------------------|
 DE9335
 DE9335                          SUPERSEDED SURVEY CONTROL
 DE9335
 DE9335  NAD 83(2001)-  36 05 55.59743(N)    079 43 17.10050(W) AD(       ) 1
 DE9335  ELLIP H (03/13/03)  214.818  (m)                       GP(       ) 4 2
 DE9335  NAD 83(1986)-  36 05 55.60365(N)    079 43 17.10731(W) AD(       ) 1
 DE9335
 DE9335.Superseded values are not recommended for survey control.
 DE9335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9335.See file dsdata.txt to determine how the superseded data were derived.
 DE9335
 DE9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1509595661(NAD 83)
 DE9335_MARKER: DD = SURVEY DISK
 DE9335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9335_STAMPING: 58E.200 7/97
 DE9335_MARK LOGO: NC1940
 DE9335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9335+STABILITY: SURFACE MOTION
 DE9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9335+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9335
 DE9335  HISTORY     - Date     Condition        Report By
 DE9335  HISTORY     - 1997     MONUMENTED       NC1940
 DE9335
 DE9335                          STATION DESCRIPTION
 DE9335
 DE9335'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9335'STATION IS LOCATED IN GREENSBORO, ABOUT 4.3 MI (6.9 KM) NORTHEAST OF
 DE9335'THE DOWNTOWN GOVERNMENT COMPLEX, ALONG HUFFINE MILL ROAD.
 DE9335'ALONG HUFFINE MILL ROAD FOR 1.4 MI (2.3 KM) NORTHEAST FROM THE BRIDGE
 DE9335'OVER WENDOVER AVENUE (US 70), TO STATION ON LEFT/NORTH SIDE OF ROAD,
 DE9335'AND 0.1 MI (0.2 KM) SOUTHWEST OF CALLAN DRIVE.
 DE9335'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9335'GROUND. LOCATED 23.4 FT (7.1 M) NORTH OF THE CENTERLINE OF ROAD, 61.0
 DE9335'FT (18.6 M) SOUTHWEST OF CENTERLINE OF DRIVEWAY TO HOUSE NUMBER 1819,
 DE9335'AND 33.5 FT (10.2 M) SOUTHWEST OF POWER POLE WITH LIGHT AND
 DE9335'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0362 ***********************************************************************
 FA0362  DESIGNATION -  59 EGB
 FA0362  PID         -  FA0362
 FA0362  STATE/COUNTY-  NC/MECKLENBURG
 FA0362  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA0362
 FA0362                         *CURRENT SURVEY CONTROL
 FA0362  ___________________________________________________________________
 FA0362* NAD 83(1986)-  35 12 46.     (N)    080 51 31.     (W)     SCALED    
 FA0362* NAVD 88     -       225.560  (meters)     740.02   (feet)  ADJUSTED  
 FA0362  ___________________________________________________________________
 FA0362  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA0362  DYNAMIC HT  -         225.355 (meters)     739.35  (feet)  COMP
 FA0362  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 FA0362
 FA0362  VERT ORDER  -  SECOND    CLASS 0
 FA0362
 FA0362.The horizontal coordinates were scaled from a topographic map and have
 FA0362.an estimated accuracy of +/- 6 seconds.
 FA0362
 FA0362.The orthometric height was determined by differential leveling
 FA0362.and adjusted in June 1991.
 FA0362
 FA0362.The geoid height was determined by GEOID03.
 FA0362
 FA0362.The dynamic height is computed by dividing the NAVD 88
 FA0362.geopotential number by the normal gravity value computed on the
 FA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0362.degrees latitude (g = 980.6199 gals.).
 FA0362
 FA0362.The modeled gravity was interpolated from observed gravity values.
 FA0362
 FA0362;                    North         East    Units  Estimated Accuracy
 FA0362;SPC NC       -   163,850.      440,400.      MT  (+/- 180 meters Scaled)
 FA0362
 FA0362                          SUPERSEDED SURVEY CONTROL
 FA0362
 FA0362  NGVD 29 (??/??/92)  225.791  (m)          740.78   (f) ADJ UNCH    2 0
 FA0362
 FA0362.Superseded values are not recommended for survey control.
 FA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0362.See file dsdata.txt to determine how the superseded data were derived.
 FA0362
 FA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU128966(NAD 83)
 FA0362_MARKER: DD = SURVEY DISK
 FA0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0362_SP_SET: CONCRETE BASE
 FA0362_STAMPING: 59 EGB 1965 741
 FA0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0362
 FA0362  HISTORY     - Date     Condition        Report By
 FA0362  HISTORY     - 1965     MONUMENTED       USGS
 FA0362  HISTORY     - 1972     GOOD             NCGS
 FA0362  HISTORY     - 1987     GOOD             USPSQD
 FA0362  HISTORY     - 1988     GOOD             USPSQD
 FA0362  HISTORY     - 1989     GOOD             USPSQD
 FA0362  HISTORY     - 20070106 MARK NOT FOUND   USPSQD
 FA0362
 FA0362                          STATION DESCRIPTION
 FA0362
 FA0362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0362'IN CHARLOTTE.
 FA0362'STATION IS ABOUT 1.3 MILES SW OF INTERSECTION OF TRADE AND TRYON
 FA0362'STREETS AT THE GRADE CROSSING OF SOUTHERN RR AND EAST BLVD., 1
 FA0362'BLOCK W OF U.S. 521 S, 37.2 FT SW OF C/L OF EAST BLVD. AND RR
 FA0362'TRACKS, 32.4 FT NE OF BRACE POST FOR STOP LIGHTS ON S SIDE OF
 FA0362'EAST BLVD., 42.8 FT W OF STREET LIGHT POLE ON S SIDE OF EAST
 FA0362'BLVD., AND SET IN THE TOP OF A CONCRETE BASE FOR A RR SIGNAL ON
 FA0362'S SIDE OF EAST BLVD.
 FA0362
 FA0362                          STATION RECOVERY (1987)
 FA0362
 FA0362'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0362'RECOVERED IN GOOD CONDITION.
 FA0362
 FA0362                          STATION RECOVERY (1988)
 FA0362
 FA0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0362'RECOVERED IN GOOD CONDITION.
 FA0362
 FA0362                          STATION RECOVERY (1989)
 FA0362
 FA0362'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0362'RECOVERED IN GOOD CONDITION.
 FA0362
 FA0362                          STATION RECOVERY (2007)
 FA0362
 FA0362'RECOVERY NOTE BY US POWER SQUADRON 2007 (HWP)
 FA0362'MARK HAS BEEN DESTROYED AS RESULT OF CONSTRUCTION. INTERSECTION HAS
 FA0362'BEEN COMPLETELY REBUILT AS FORMER TRACKS OF SOUTHERN RAILROAD HAVE
 FA0362'BEEN REPLACED WITH TWIN PARALLEL TRACKS TO ACCOMODATE NEW LIGHT RAIL
 FA0362'PUBLIC TRANSPORTATION SYSTEM. NEW SIGNAL BASE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2152 ***********************************************************************
 FY2152  DESIGNATION -  59 RJN
 FY2152  PID         -  FY2152
 FY2152  STATE/COUNTY-  NC/CASWELL
 FY2152  USGS QUAD   -  YANCEYVILLE (1994)
 FY2152
 FY2152                         *CURRENT SURVEY CONTROL
 FY2152  ___________________________________________________________________
 FY2152* NAD 83(1986)-  36 22 43.     (N)    079 15 48.     (W)     SCALED    
 FY2152* NAVD 88     -       192.059  (meters)     630.11   (feet)  ADJUSTED  
 FY2152  ___________________________________________________________________
 FY2152  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FY2152  DYNAMIC HT  -         191.907 (meters)     629.61  (feet)  COMP
 FY2152  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 FY2152
 FY2152  VERT ORDER  -  SECOND    CLASS II
 FY2152
 FY2152.The horizontal coordinates were scaled from a topographic map and have
 FY2152.an estimated accuracy of +/- 6 seconds.
 FY2152
 FY2152.The orthometric height was determined by differential leveling
 FY2152.and adjusted in June 1991.
 FY2152
 FY2152.The geoid height was determined by GEOID03.
 FY2152
 FY2152.The dynamic height is computed by dividing the NAVD 88
 FY2152.geopotential number by the normal gravity value computed on the
 FY2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2152.degrees latitude (g = 980.6199 gals.).
 FY2152
 FY2152.The modeled gravity was interpolated from observed gravity values.
 FY2152
 FY2152;                    North         East    Units  Estimated Accuracy
 FY2152;SPC NC       -   291,640.      585,970.      MT  (+/- 180 meters Scaled)
 FY2152
 FY2152                          SUPERSEDED SURVEY CONTROL
 FY2152
 FY2152  NGVD 29 (03/05/92)  192.285  (m)          630.86   (f) ADJUSTED    2 2
 FY2152
 FY2152.Superseded values are not recommended for survey control.
 FY2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2152.See file dsdata.txt to determine how the superseded data were derived.
 FY2152
 FY2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA557273(NAD 83)
 FY2152_MARKER: DB = BENCH MARK DISK
 FY2152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FY2152_SP_SET: WELL APRON
 FY2152_STAMPING: 59 RJN 1964 631
 FY2152_MARK LOGO: USGS  
 FY2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2152+STABILITY: SURFACE MOTION
 FY2152
 FY2152  HISTORY     - Date     Condition        Report By
 FY2152  HISTORY     - 1964     MONUMENTED       USGS
 FY2152  HISTORY     - 1982     GOOD             NCGS
 FY2152
 FY2152                          STATION DESCRIPTION
 FY2152
 FY2152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2152'4.4 MI ESE FROM YANCEYVILLE.
 FY2152'ALONG NC 86, 0.85 MILE SOUTHEAST OF THE INTERSECTION WITH US 158
 FY2152'IN THE COMMUNITY OF PLEASANT GROVE, OR 0.45 MILE NORTHWEST OF THE
 FY2152'INTERSECTION WITH SR 1735, AT A DRIVEWAY WEST TO A WHITE FROME HOUSE
 FY2152'AND IN NORTHEAST CONCRETE WELL BASE, 124.4 FEET WEST-SOUTHWEST OF
 FY2152'CENTERLINE OF HIGHWAY, 4.1 FEET NORTH OF CENTER OF WELL COVER, 16.5
 FY2152'FEET NORTHEAST OF SERVICE POLE AND 32.6 FEET NORTHWEST OF 26 INCH
 FY2152'OAK.
 FY2152'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1188 ***********************************************************************
 FY1188  DESIGNATION -  590
 FY1188  PID         -  FY1188
 FY1188  STATE/COUNTY-  NC/ROCKINGHAM
 FY1188  USGS QUAD   -  MAYODAN (1977)
 FY1188
 FY1188                         *CURRENT SURVEY CONTROL
 FY1188  ___________________________________________________________________
 FY1188* NAD 83(1986)-  36 24 50.     (N)    079 57 52.     (W)     SCALED    
 FY1188* NAVD 88     -       179.700  (meters)     589.57   (feet)  ADJUSTED  
 FY1188  ___________________________________________________________________
 FY1188  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FY1188  DYNAMIC HT  -         179.541 (meters)     589.04  (feet)  COMP
 FY1188  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 FY1188
 FY1188  VERT ORDER  -  FIRST     CLASS II
 FY1188
 FY1188.The horizontal coordinates were scaled from a topographic map and have
 FY1188.an estimated accuracy of +/- 6 seconds.
 FY1188
 FY1188.The orthometric height was determined by differential leveling
 FY1188.and adjusted in June 1991.
 FY1188
 FY1188.The geoid height was determined by GEOID03.
 FY1188
 FY1188.The dynamic height is computed by dividing the NAVD 88
 FY1188.geopotential number by the normal gravity value computed on the
 FY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1188.degrees latitude (g = 980.6199 gals.).
 FY1188
 FY1188.The modeled gravity was interpolated from observed gravity values.
 FY1188
 FY1188;                    North         East    Units  Estimated Accuracy
 FY1188;SPC NC       -   295,950.      523,100.      MT  (+/- 180 meters Scaled)
 FY1188
 FY1188                          SUPERSEDED SURVEY CONTROL
 FY1188
 FY1188  NGVD 29 (??/??/92)  179.903  (m)          590.23   (f) ADJ UNCH    1 2
 FY1188
 FY1188.Superseded values are not recommended for survey control.
 FY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1188.See file dsdata.txt to determine how the superseded data were derived.
 FY1188
 FY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA928303(NAD 83)
 FY1188_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1188_STAMPING: 590.409 1905
 FY1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1188
 FY1188  HISTORY     - Date     Condition        Report By
 FY1188  HISTORY     - 1905     MONUMENTED       USGS
 FY1188  HISTORY     - 1965     GOOD             NGS
 FY1188
 FY1188                          STATION DESCRIPTION
 FY1188
 FY1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1188'AT MAYODAN.
 FY1188'AT MAYODAN, ABOUT 0.15 MILE NORTHEAST ALONG THE NORFOLK AND
 FY1188'WESTERN RAILWAY FROM THE STATION AT MAYODAN, ABOUT 0.5 MILE SOUTH
 FY1188'OF MILEPOST R 92, ON THE INSIDE OF A CURVE IN THE TRACK WITH
 FY1188'TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST, 46 1/2 FEET
 FY1188'NORTHWEST OF THE NORTHWEST RAIL, 48 1/2 FEET SOUTHWEST OF MILEPOST
 FY1188'9219, 7 FEET SOUTHEAST OF A FENCE, ABOUT LEVEL WITH THE TRACK,
 FY1188'AND IS A USGS CAP ON A PIPE PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1189 ***********************************************************************
 FY1189  DESIGNATION -  594
 FY1189  PID         -  FY1189
 FY1189  STATE/COUNTY-  NC/ROCKINGHAM
 FY1189  USGS QUAD   -  MAYODAN (1977)
 FY1189
 FY1189                         *CURRENT SURVEY CONTROL
 FY1189  ___________________________________________________________________
 FY1189* NAD 83(1986)-  36 25 05.     (N)    079 57 47.     (W)     SCALED    
 FY1189* NAVD 88     -       180.772  (meters)     593.08   (feet)  ADJUSTED  
 FY1189  ___________________________________________________________________
 FY1189  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 FY1189  DYNAMIC HT  -         180.613 (meters)     592.56  (feet)  COMP
 FY1189  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 FY1189
 FY1189  VERT ORDER  -  FIRST     CLASS II
 FY1189
 FY1189.The horizontal coordinates were scaled from a topographic map and have
 FY1189.an estimated accuracy of +/- 6 seconds.
 FY1189
 FY1189.The orthometric height was determined by differential leveling
 FY1189.and adjusted in June 1991.
 FY1189
 FY1189.The geoid height was determined by GEOID03.
 FY1189
 FY1189.The dynamic height is computed by dividing the NAVD 88
 FY1189.geopotential number by the normal gravity value computed on the
 FY1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1189.degrees latitude (g = 980.6199 gals.).
 FY1189
 FY1189.The modeled gravity was interpolated from observed gravity values.
 FY1189
 FY1189;                    North         East    Units  Estimated Accuracy
 FY1189;SPC NC       -   296,410.      523,220.      MT  (+/- 180 meters Scaled)
 FY1189
 FY1189                          SUPERSEDED SURVEY CONTROL
 FY1189
 FY1189  NGVD 29 (??/??/92)  180.975  (m)          593.75   (f) ADJ UNCH    1 2
 FY1189
 FY1189.Superseded values are not recommended for survey control.
 FY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1189.See file dsdata.txt to determine how the superseded data were derived.
 FY1189
 FY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA929308(NAD 83)
 FY1189_MARKER: DD = SURVEY DISK
 FY1189_SETTING: 0 = UNSPECIFIED SETTING
 FY1189_STAMPING: 593.893 1905
 FY1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1189
 FY1189  HISTORY     - Date     Condition        Report By
 FY1189  HISTORY     - 1905     MONUMENTED       USGS
 FY1189  HISTORY     - 1965     GOOD             NGS
 FY1189
 FY1189                          STATION DESCRIPTION
 FY1189
 FY1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1189'AT MAYODAN.
 FY1189'AT MAYODAN, ABOUT 0.4 MILE NORTHEAST ALONG THE NORFOLK AND
 FY1189'WESTERN RAILWAY FROM THE STATION AT MAYODAN, ABOUT 0.25 MILE
 FY1189'SOUTH OF MILEPOST R 92, SET IN THE TOP OF THE STONE PORTION OF
 FY1189'THE LOCK AT THE WEST END OF A DAM ACROSS THE MAYO RIVER, ABOUT
 FY1189'165 FEET EAST OF THE EAST RAIL, 21 FEET WEST OF THE WEST END OF
 FY1189'THE DAM, ABOUT 78 FEET EAST OF THE EAST END OF THE CONCRETE
 FY1189'PORTION OF THE LOCK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 FY1189'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9405 ***********************************************************************
 DE9405  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9405  DESIGNATION -  59E 200
 DE9405  PID         -  DE9405
 DE9405  STATE/COUNTY-  NC/GUILFORD
 DE9405  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9405
 DE9405                         *CURRENT SURVEY CONTROL
 DE9405  ___________________________________________________________________
 DE9405* NAD 83(2007)-  36 05 12.83319(N)    079 43 13.28343(W)     ADJUSTED  
 DE9405* NAVD 88     -       241.82   (meters)     793.4    (feet)  GPS OBS   
 DE9405  ___________________________________________________________________
 DE9405  EPOCH DATE  -        2002.00
 DE9405  X           -     920,904.131 (meters)                     COMP
 DE9405  Y           -  -5,077,662.253 (meters)                     COMP
 DE9405  Z           -   3,736,112.434 (meters)                     COMP
 DE9405  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 DE9405  ELLIP HEIGHT-         211.130 (meters)          (02/10/07) ADJUSTED
 DE9405  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DE9405
 DE9405  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9405  Type    PID    Designation                      North   East  Ellip
 DE9405  -------------------------------------------------------------------
 DE9405  NETWORK DE9405 59E 200                           1.31   0.96   1.76
 DE9405  -------------------------------------------------------------------
 DE9405
 DE9405.The horizontal coordinates were established by GPS observations
 DE9405.and adjusted by the National Geodetic Survey in February 2007.
 DE9405
 DE9405.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9405.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9405.The horizontal coordinates are valid at the epoch date displayed above.
 DE9405.The epoch date for horizontal control is a decimal equivalence
 DE9405.of Year/Month/Day.
 DE9405
 DE9405.The orthometric height was determined by GPS observations and a
 DE9405.high-resolution geoid model.
 DE9405.The orthometric height was determined by GPS observations and a
 DE9405.high-resolution geoid model using precise GPS observation and
 DE9405.processing techniques.
 DE9405
 DE9405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9405
 DE9405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9405
 DE9405.The ellipsoidal height was determined by GPS observations
 DE9405.and is referenced to NAD 83.
 DE9405
 DE9405.The geoid height was determined by GEOID03.
 DE9405
 DE9405;                    North         East     Units Scale Factor Converg.
 DE9405;SPC NC       -   259,477.993   544,724.501   MT  0.99997871   -0 24 56.8
 DE9405;SPC NC       -   851,304.05  1,787,150.30   sFT  0.99997871   -0 24 56.8
 DE9405;UTM  17      - 3,994,344.643   615,207.524   MT  0.99976354   +0 45 13.7
 DE9405
 DE9405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9405!SPC NC       -   0.99996686  x   0.99997871  =   0.99994558
 DE9405!UTM  17      -   0.99996686  x   0.99976354  =   0.99973041
 DE9405
 DE9405:                Primary Azimuth Mark                     Grid Az
 DE9405:SPC NC       -  95W 200                                  098 27 55.7
 DE9405:UTM  17      -  95W 200                                  097 17 45.2
 DE9405
 DE9405|---------------------------------------------------------------------|
 DE9405| PID    Reference Object                     Distance      Geod. Az  |
 DE9405|                                                           dddmmss.s |
 DE9405| DE9514 95W 200                             APPROX. 0.5 KM 0980258.9 |
 DE9405|---------------------------------------------------------------------|
 DE9405
 DE9405                          SUPERSEDED SURVEY CONTROL
 DE9405
 DE9405  NAD 83(2001)-  36 05 12.83339(N)    079 43 13.28327(W) AD(       ) 1
 DE9405  ELLIP H (03/13/03)  211.121  (m)                       GP(       ) 4 2
 DE9405  NAD 83(1986)-  36 05 12.83950(N)    079 43 13.29004(W) AD(       ) 1
 DE9405
 DE9405.Superseded values are not recommended for survey control.
 DE9405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9405.See file dsdata.txt to determine how the superseded data were derived.
 DE9405
 DE9405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1520894345(NAD 83)
 DE9405_MARKER: DD = SURVEY DISK
 DE9405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9405_STAMPING: 59E200 1999
 DE9405_MARK LOGO: NC1940
 DE9405_PROJECTION: RECESSED 3 CENTIMETERS
 DE9405_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9405+STABILITY: SURFACE MOTION
 DE9405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9405+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2007
 DE9405
 DE9405  HISTORY     - Date     Condition        Report By
 DE9405  HISTORY     - 1999     MONUMENTED       NC1940
 DE9405  HISTORY     - 20070314 GOOD             NCGS
 DE9405
 DE9405                          STATION DESCRIPTION
 DE9405
 DE9405'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9405'STATION IS ABOUT 4.1 MI (6.6 KM) EAST-NORTHEAST OF THE DOWNTOWN
 DE9405'GREENSBORO GOVERNMENT PLAZA, AND 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 DE9405'MCLEANSVILLE.
 DE9405'ALONG US 70 (BURLINGTON ROAD), 0.4 MI (0.6 KM) EAST OF INTERSECTION OF
 DE9405'BURLINGTON ROAD AND WENDOVER AVENUE.
 DE9405'MARK IS ABOUT 1/2-FOOT HIGHER THAN CENTER OF ROAD AND PROJECTING
 DE9405'1-INCH ABOVE THE GROUND. LOCATED 10.8 FT (3.3 M) EAST-NORTHEAST OF THE
 DE9405'CENTERLINE OF US 70, 21.2 FT (6.5 M) SOUTH-SOUTHWEST OF A 4-FOOT WIRE
 DE9405'FENCE, 3.7 FT (1.1 M) SOUTH OF FIRE HYDRANT, AND 26.0 FT (7.9 M)
 DE9405'SOUTHWEST OF WOODEN POST WITH CROSS BRACE.
 DE9405
 DE9405                          STATION RECOVERY (2007)
 DE9405
 DE9405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 DE9405'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 DE9405' 
 DE9405'LOCATED 216.5 FT (66.0 M) WEST OF THE CENTERLINE OF THE ENTRANCE ROAD
 DE9405'TO THE K MART DISTRIBUTION CENTER AND 137.8 FT (42.0 M) SOUTHEAST OF A
 DE9405'POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9368 ***********************************************************************
 DE9368  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9368  DESIGNATION -  5E 245
 DE9368  PID         -  DE9368
 DE9368  STATE/COUNTY-  NC/GUILFORD
 DE9368  USGS QUAD   -  GREENSBORO (1994)
 DE9368
 DE9368                         *CURRENT SURVEY CONTROL
 DE9368  ___________________________________________________________________
 DE9368* NAD 83(2007)-  36 03 51.17855(N)    079 46 16.38816(W)     ADJUSTED  
 DE9368* NAVD 88     -       244.99   (meters)     803.8    (feet)  GPS OBS   
 DE9368  ___________________________________________________________________
 DE9368  EPOCH DATE  -        2002.00
 DE9368  X           -     916,659.871 (meters)                     COMP
 DE9368  Y           -  -5,079,938.730 (meters)                     COMP
 DE9368  Z           -   3,734,080.023 (meters)                     COMP
 DE9368  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DE9368  ELLIP HEIGHT-         214.233 (meters)          (02/10/07) ADJUSTED
 DE9368  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DE9368
 DE9368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9368  Type    PID    Designation                      North   East  Ellip
 DE9368  -------------------------------------------------------------------
 DE9368  NETWORK DE9368 5E 245                            1.57   1.04   1.94
 DE9368  -------------------------------------------------------------------
 DE9368
 DE9368.The horizontal coordinates were established by GPS observations
 DE9368.and adjusted by the National Geodetic Survey in February 2007.
 DE9368
 DE9368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9368.The horizontal coordinates are valid at the epoch date displayed above.
 DE9368.The epoch date for horizontal control is a decimal equivalence
 DE9368.of Year/Month/Day.
 DE9368
 DE9368.The orthometric height was determined by GPS observations and a
 DE9368.high-resolution geoid model.
 DE9368.The orthometric height was determined by GPS observations and a
 DE9368.high-resolution geoid model using precise GPS observation and
 DE9368.processing techniques.
 DE9368
 DE9368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9368
 DE9368.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9368
 DE9368.The ellipsoidal height was determined by GPS observations
 DE9368.and is referenced to NAD 83.
 DE9368
 DE9368.The geoid height was determined by GEOID03.
 DE9368
 DE9368;                    North         East     Units Scale Factor Converg.
 DE9368;SPC NC       -   256,995.758   540,124.269   MT  0.99997302   -0 26 42.4
 DE9368;SPC NC       -   843,160.25  1,772,057.71   sFT  0.99997302   -0 26 42.4
 DE9368;UTM  17      - 3,991,769.630   610,659.888   MT  0.99975089   +0 43 24.4
 DE9368
 DE9368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9368!SPC NC       -   0.99996638  x   0.99997302  =   0.99993940
 DE9368!UTM  17      -   0.99996638  x   0.99975089  =   0.99971728
 DE9368
 DE9368:                Primary Azimuth Mark                     Grid Az
 DE9368:SPC NC       -  5W 256                                   276 00 10.6
 DE9368:UTM  17      -  5W 256                                   274 50 03.8
 DE9368
 DE9368|---------------------------------------------------------------------|
 DE9368| PID    Reference Object                     Distance      Geod. Az  |
 DE9368|                                                           dddmmss.s |
 DE9368| DE9367 5W 256                              467.944 METERS 2753328.2 |
 DE9368|---------------------------------------------------------------------|
 DE9368
 DE9368                          SUPERSEDED SURVEY CONTROL
 DE9368
 DE9368  NAD 83(2001)-  36 03 51.17885(N)    079 46 16.38787(W) AD(       ) 1
 DE9368  ELLIP H (03/13/03)  214.229  (m)                       GP(       ) 4 2
 DE9368  NAD 83(1986)-  36 03 51.18453(N)    079 46 16.39473(W) AD(       ) 1
 DE9368
 DE9368.Superseded values are not recommended for survey control.
 DE9368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9368.See file dsdata.txt to determine how the superseded data were derived.
 DE9368
 DE9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1066091770(NAD 83)
 DE9368_MARKER: I = METAL ROD
 DE9368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9368_MARK LOGO: NC1940
 DE9368_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9368+STABILITY: SURFACE MOTION
 DE9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9368+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DE9368
 DE9368  HISTORY     - Date     Condition        Report By
 DE9368  HISTORY     - 1997     MONUMENTED       NC1940
 DE9368  HISTORY     - 20050309 GOOD             USPSQD
 DE9368  HISTORY     - 20060802 GOOD             USPSQD
 DE9368
 DE9368                          STATION DESCRIPTION
 DE9368
 DE9368'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9368'STATION IS LOCATED IN GREENSBORO, ABOUT 1.2 MI (1.9 KM) EAST-SOUTHEAST
 DE9368'OF THE DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF LEE STREET (NC
 DE9368'6) AND BENBOW ROAD.
 DE9368'ALONG LEE STREET FOR 0.15 MI (0.24 KM) WEST FROM THE OHENRY BOULEVARD
 DE9368'(US 29, 70, 220 AND 421) UNDERPASS, TO THE VANCE H CHAVIS BRANCH OF
 DE9368'THE CITIES PUBLIC LIBRARY SYSTEM AT BENBOW ROAD, AND STATION
 DE9368'APPROXIMATELY 50-FEET SOUTHWEST OF INTERSECTION.
 DE9368'MARK IS ABOUT 6-INCHES BELOW A METAL ACCESS COVER MARKED--PTP--IN
 DE9368'CONCRETE WALK, AND ABOUT 1/2-FOOT LOWER THAN THE CENTERLINE OF BENBOW
 DE9368'ROAD. LOCATED 26.8 FT (8.2 M) WEST OF CENTERLINE OF BENBOW ROAD, 33.0
 DE9368'FT (10.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE LIBRARY, 37.3 FT
 DE9368'(11.4 M) EAST-SOUTHEAST OF CATCH BASIN, AND 7.7 FT (2.3 M) EAST OF
 DE9368'POWER POLE.
 DE9368
 DE9368                          STATION RECOVERY (2005)
 DE9368
 DE9368'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 DE9368'RECOVERED IN GOOD CONDITION.
 DE9368
 DE9368                          STATION RECOVERY (2006)
 DE9368
 DE9368'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9367 ***********************************************************************
 DE9367  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9367  DESIGNATION -  5W 256
 DE9367  PID         -  DE9367
 DE9367  STATE/COUNTY-  NC/GUILFORD
 DE9367  USGS QUAD   -  GREENSBORO (1994)
 DE9367
 DE9367                         *CURRENT SURVEY CONTROL
 DE9367  ___________________________________________________________________
 DE9367* NAD 83(2007)-  36 03 52.64842(N)    079 46 34.99926(W)     ADJUSTED  
 DE9367* NAVD 88     -       254.50   (meters)     835.0    (feet)  GPS OBS   
 DE9367  ___________________________________________________________________
 DE9367  EPOCH DATE  -        2002.00
 DE9367  X           -     916,198.137 (meters)                     COMP
 DE9367  Y           -  -5,080,002.721 (meters)                     COMP
 DE9367  Z           -   3,734,122.234 (meters)                     COMP
 DE9367  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 DE9367  ELLIP HEIGHT-         223.724 (meters)          (02/10/07) ADJUSTED
 DE9367  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DE9367
 DE9367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9367  Type    PID    Designation                      North   East  Ellip
 DE9367  -------------------------------------------------------------------
 DE9367  NETWORK DE9367 5W 256                            1.49   1.23   2.31
 DE9367  -------------------------------------------------------------------
 DE9367
 DE9367.The horizontal coordinates were established by GPS observations
 DE9367.and adjusted by the National Geodetic Survey in February 2007.
 DE9367
 DE9367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9367.The horizontal coordinates are valid at the epoch date displayed above.
 DE9367.The epoch date for horizontal control is a decimal equivalence
 DE9367.of Year/Month/Day.
 DE9367
 DE9367.The orthometric height was determined by GPS observations and a
 DE9367.high-resolution geoid model.
 DE9367.The orthometric height was determined by GPS observations and a
 DE9367.high-resolution geoid model using precise GPS observation and
 DE9367.processing techniques.
 DE9367
 DE9367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9367
 DE9367.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9367
 DE9367.The ellipsoidal height was determined by GPS observations
 DE9367.and is referenced to NAD 83.
 DE9367
 DE9367.The geoid height was determined by GEOID03.
 DE9367
 DE9367;                    North         East     Units Scale Factor Converg.
 DE9367;SPC NC       -   257,044.690   539,658.904   MT  0.99997312   -0 26 53.2
 DE9367;SPC NC       -   843,320.79  1,770,530.92   sFT  0.99997312   -0 26 53.2
 DE9367;UTM  17      - 3,991,809.053   610,193.727   MT  0.99974962   +0 43 13.5
 DE9367
 DE9367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9367!SPC NC       -   0.99996489  x   0.99997312  =   0.99993801
 DE9367!UTM  17      -   0.99996489  x   0.99974962  =   0.99971452
 DE9367
 DE9367:                Primary Azimuth Mark                     Grid Az
 DE9367:SPC NC       -  5E 245                                   096 00 10.4
 DE9367:UTM  17      -  5E 245                                   094 50 03.7
 DE9367
 DE9367|---------------------------------------------------------------------|
 DE9367| PID    Reference Object                     Distance      Geod. Az  |
 DE9367|                                                           dddmmss.s |
 DE9367| DE9368 5E 245                              467.944 METERS 0953317.2 |
 DE9367|---------------------------------------------------------------------|
 DE9367
 DE9367                          SUPERSEDED SURVEY CONTROL
 DE9367
 DE9367  NAD 83(2001)-  36 03 52.64872(N)    079 46 34.99895(W) AD(       ) 1
 DE9367  ELLIP H (03/13/03)  223.721  (m)                       GP(       ) 4 2
 DE9367  NAD 83(1986)-  36 03 52.65451(N)    079 46 35.00586(W) AD(       ) 1
 DE9367
 DE9367.Superseded values are not recommended for survey control.
 DE9367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9367.See file dsdata.txt to determine how the superseded data were derived.
 DE9367
 DE9367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1019491809(NAD 83)
 DE9367_MARKER: I = METAL ROD
 DE9367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9367_MARK LOGO: NC1940
 DE9367_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9367+STABILITY: SURFACE MOTION
 DE9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9367+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9367
 DE9367  HISTORY     - Date     Condition        Report By
 DE9367  HISTORY     - 1997     MONUMENTED       NC1940
 DE9367
 DE9367                          STATION DESCRIPTION
 DE9367
 DE9367'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9367'STATION IS LOCATED IN GREENSBORO, ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF
 DE9367'THE DOWNTOWN GOVERNMENT COMPLEX, AT INTERSECTION OF EAST LEE STREET
 DE9367'(NC 6)AND HIGH STREET.
 DE9367'ALONG LEE STREET FOR 0.5 MI (0.8 KM) WEST FROM THE OHENRY BOULEVARD
 DE9367'(US 29, 70, 220 AND 421) UNDERPASS, TO STATION IN THE SOUTHWEST
 DE9367'QUADRANT OF THE INTERSECTION WITH HIGH STREET AND IN THE CORNER OF THE
 DE9367'FRONT LAWN OF THE UNION MEMORIAL UNITED METHODIST CHURCH.
 DE9367'MARK IS ABOUT 18-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND
 DE9367'ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF HIGH STREET. LOCATED 20.7 FT
 DE9367'(6.3 M) WEST OF CENTERLINE OF HIGH STREET, 24.3 FT (7.4 M)
 DE9367'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK CHURCH SIGN, 18.4 FT
 DE9367'(5.6 M) SOUTHEAST OF A FIRE HYDRANT, AND 2.2 FT (0.7 M) EAST OF
 DE9367'THE--LEE/HIGH--STREETS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2160 ***********************************************************************
 AI2160  SACS        -  This is a Secondary Airport Control Station.
 AI2160  DESIGNATION -  5W4 A
 AI2160  PID         -  AI2160
 AI2160  STATE/COUNTY-  NC/HOKE
 AI2160  USGS QUAD   -  NICHOLSON CREEK (1982)
 AI2160
 AI2160                         *CURRENT SURVEY CONTROL
 AI2160  ___________________________________________________________________
 AI2160* NAD 83(2007)-  35 01 03.27087(N)    079 11 20.83972(W)     ADJUSTED  
 AI2160* NAVD 88     -        88.154  (meters)     289.22   (feet)  ADJUSTED  
 AI2160  ___________________________________________________________________
 AI2160  EPOCH DATE  -        2002.00
 AI2160  X           -     980,858.371 (meters)                     COMP
 AI2160  Y           -  -5,136,541.276 (meters)                     COMP
 AI2160  Z           -   3,639,495.741 (meters)                     COMP
 AI2160  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 AI2160  ELLIP HEIGHT-          55.439 (meters)          (02/10/07) ADJUSTED
 AI2160  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AI2160  DYNAMIC HT  -          88.072 (meters)     288.95  (feet)  COMP
 AI2160
 AI2160  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2160  Type    PID    Designation                      North   East  Ellip
 AI2160  -------------------------------------------------------------------
 AI2160  NETWORK AI2160 5W4 A                             0.33   0.31   1.39
 AI2160  -------------------------------------------------------------------
 AI2160  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 AI2160
 AI2160  VERT ORDER  -  SECOND    CLASS II
 AI2160
 AI2160.This mark is at Raeford Airport (5W4)
 AI2160
 AI2160.The horizontal coordinates were established by GPS observations
 AI2160.and adjusted by the National Geodetic Survey in February 2007.
 AI2160
 AI2160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2160.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2160.The horizontal coordinates are valid at the epoch date displayed above.
 AI2160.The epoch date for horizontal control is a decimal equivalence
 AI2160.of Year/Month/Day.
 AI2160
 AI2160.The orthometric height was determined by differential leveling
 AI2160.and adjusted in August 2000.
 AI2160.No vertical observational check was made to the station.
 AI2160
 AI2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2160
 AI2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2160
 AI2160.The ellipsoidal height was determined by GPS observations
 AI2160.and is referenced to NAD 83.
 AI2160
 AI2160.The geoid height was determined by GEOID03.
 AI2160
 AI2160.The dynamic height is computed by dividing the NAVD 88
 AI2160.geopotential number by the normal gravity value computed on the
 AI2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2160.degrees latitude (g = 980.6199 gals.).
 AI2160
 AI2160.The modeled gravity was interpolated from observed gravity values.
 AI2160
 AI2160;                    North         East     Units Scale Factor Converg.
 AI2160;SPC NC       -   140,628.656   592,342.364   MT  0.99988090   -0 06 33.0
 AI2160;SPC NC       -   461,379.18  1,943,376.57   sFT  0.99988090   -0 06 33.0
 AI2160;UTM  17      - 3,876,490.625   665,219.732   MT  0.99993644   +1 02 21.7
 AI2160
 AI2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2160!SPC NC       -   0.99999130  x   0.99988090  =   0.99987220
 AI2160!UTM  17      -   0.99999130  x   0.99993644  =   0.99992774
 AI2160
 AI2160:                Primary Azimuth Mark                     Grid Az
 AI2160:SPC NC       -  RAEFORD CBL 000                          249 45 11.5
 AI2160:UTM  17      -  RAEFORD CBL 000                          248 36 16.8
 AI2160
 AI2160|---------------------------------------------------------------------|
 AI2160| PID    Reference Object                     Distance      Geod. Az  |
 AI2160|                                                           dddmmss.s |
 AI2160| EZ2734 RAEFORD CBL 000                     499.576 METERS 2493838.5 |
 AI2160|---------------------------------------------------------------------|
 AI2160
 AI2160                          SUPERSEDED SURVEY CONTROL
 AI2160
 AI2160  NAD 83(2001)-  35 01 03.27100(N)    079 11 20.83962(W) AD(       ) 1
 AI2160  ELLIP H (02/10/03)   55.451  (m)                       GP(       ) 4 2
 AI2160  NAD 83(1995)-  35 01 03.27119(N)    079 11 20.83927(W) AD(       ) 1
 AI2160  ELLIP H (12/23/99)   55.433  (m)                       GP(       ) 4 2
 AI2160  NAVD 88 (12/23/99)   88.15   (m)          289.2    (f) LEVELING    3  
 AI2160
 AI2160.Superseded values are not recommended for survey control.
 AI2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2160.See file dsdata.txt to determine how the superseded data were derived.
 AI2160
 AI2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6522076491(NAD 83)
 AI2160_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2160_STAMPING: 5W4 A 1997
 AI2160_MARK LOGO: NGS   
 AI2160_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2160+STABILITY: SURFACE MOTION
 AI2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2160+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2160
 AI2160  HISTORY     - Date     Condition        Report By
 AI2160  HISTORY     - 1997     MONUMENTED       NCGS
 AI2160
 AI2160                          STATION DESCRIPTION
 AI2160
 AI2160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI2160'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHEAST OF RAEFORD AND 17.8
 AI2160'MI (28.6 KM) WEST OF FAYETTEVILLE, AT THE RAEFORD MUNICIPAL AIRPORT.
 AI2160'ALONG SR 1302 (DOC BROWN ROAD) FOR 1.8 MI (2.9 KM) NORTHEAST FROM THE
 AI2160'US 401 BYPASS NORTHEAST OF RAEFORD, AT THE INTERSECTION WITH AIRPORT
 AI2160'DRIVE, AND IN THE NORTHEAST CORNER OF PARACHUTE DROP ZONE. MARK IS
 AI2160'LEVEL WITH SR 1302 AND FLUSH WITH THE GROUND. LOCATED 44.6 FT (13.6 M)
 AI2160'NORTHWEST OF CENTERLINE OF SR 1302, 137.1 FT (41.8 M) SOUTHWEST OF
 AI2160'CENTERLINE OF AIRPORT DRIVE, 90.0 FT (27.4 M) SOUTHWEST OF FLAG POLE,
 AI2160'319.0 FT (97.2 M) NORTHEAST OF WIND SOCK, AND 200.8 FT (61.2 M)
 AI2160'SOUTHEAST OF LIGHT POLE WITH REFERENCE TAG. THIS STATION IS DESIGNATED
 AI2160'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2165 ***********************************************************************
 AI2165  SACS        -  This is a Secondary Airport Control Station.
 AI2165  DESIGNATION -  5W8 A
 AI2165  PID         -  AI2165
 AI2165  STATE/COUNTY-  NC/CHATHAM
 AI2165  USGS QUAD   -  COLERIDGE (1968)
 AI2165
 AI2165                         *CURRENT SURVEY CONTROL
 AI2165  ___________________________________________________________________
 AI2165* NAD 83(2007)-  35 42 10.14827(N)    079 30 16.50245(W)     ADJUSTED  
 AI2165* NAVD 88     -       180.989  (meters)     593.79   (feet)  ADJUSTED  
 AI2165  ___________________________________________________________________
 AI2165  EPOCH DATE  -        2002.00
 AI2165  X           -     944,562.268 (meters)                     COMP
 AI2165  Y           -  -5,098,678.481 (meters)                     COMP
 AI2165  Z           -   3,701,552.793 (meters)                     COMP
 AI2165  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AI2165  ELLIP HEIGHT-         150.559 (meters)          (02/10/07) ADJUSTED
 AI2165  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AI2165  DYNAMIC HT  -         180.837 (meters)     593.30  (feet)  COMP
 AI2165
 AI2165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2165  Type    PID    Designation                      North   East  Ellip
 AI2165  -------------------------------------------------------------------
 AI2165  NETWORK AI2165 5W8 A                             0.55   0.49   2.14
 AI2165  -------------------------------------------------------------------
 AI2165  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 AI2165
 AI2165  VERT ORDER  -  SECOND    CLASS II
 AI2165
 AI2165.This mark is at Siler City Airport (5W8)
 AI2165
 AI2165.The horizontal coordinates were established by GPS observations
 AI2165.and adjusted by the National Geodetic Survey in February 2007.
 AI2165
 AI2165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2165.The horizontal coordinates are valid at the epoch date displayed above.
 AI2165.The epoch date for horizontal control is a decimal equivalence
 AI2165.of Year/Month/Day.
 AI2165
 AI2165.The orthometric height was determined by differential leveling
 AI2165.and adjusted in August 2000.
 AI2165.No vertical observational check was made to the station.
 AI2165
 AI2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2165
 AI2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2165
 AI2165.The ellipsoidal height was determined by GPS observations
 AI2165.and is referenced to NAD 83.
 AI2165
 AI2165.The geoid height was determined by GEOID03.
 AI2165
 AI2165.The dynamic height is computed by dividing the NAVD 88
 AI2165.geopotential number by the normal gravity value computed on the
 AI2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2165.degrees latitude (g = 980.6199 gals.).
 AI2165
 AI2165.The modeled gravity was interpolated from observed gravity values.
 AI2165
 AI2165;                    North         East     Units Scale Factor Converg.
 AI2165;SPC NC       -   216,745.028   563,940.590   MT  0.99990350   -0 17 28.4
 AI2165;SPC NC       -   711,104.31  1,850,195.09   sFT  0.99990350   -0 17 28.4
 AI2165;UTM  17      - 3,952,017.994   635,287.080   MT  0.99982554   +0 52 22.2
 AI2165
 AI2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2165!SPC NC       -   0.99997637  x   0.99990350  =   0.99987987
 AI2165!UTM  17      -   0.99997637  x   0.99982554  =   0.99980191
 AI2165
 AI2165                          SUPERSEDED SURVEY CONTROL
 AI2165
 AI2165  NAD 83(2001)-  35 42 10.14831(N)    079 30 16.50247(W) AD(       ) 1
 AI2165  ELLIP H (02/10/03)  150.568  (m)                       GP(       ) 4 2
 AI2165  NAD 83(1995)-  35 42 10.14869(N)    079 30 16.50216(W) AD(       ) 1
 AI2165  ELLIP H (12/23/99)  150.575  (m)                       GP(       ) 4 2
 AI2165  NAVD 88 (12/23/99)  180.99   (m)          593.8    (f) LEVELING    3  
 AI2165
 AI2165.Superseded values are not recommended for survey control.
 AI2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2165.See file dsdata.txt to determine how the superseded data were derived.
 AI2165
 AI2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3528752018(NAD 83)
 AI2165_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2165_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI2165_SP_SET: WINDSOCK BASE
 AI2165_STAMPING: 5W8 A 1997
 AI2165_MARK LOGO: NCGS  
 AI2165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2165+STABILITY: SURFACE MOTION
 AI2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2165+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1998
 AI2165
 AI2165  HISTORY     - Date     Condition        Report By
 AI2165  HISTORY     - 1997     MONUMENTED       NCGS
 AI2165  HISTORY     - 19980521 GOOD             NCGS
 AI2165
 AI2165                          STATION DESCRIPTION
 AI2165
 AI2165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AI2165'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-SOUTHWEST OF SILER CITY
 AI2165'AND 5.0 MI (8.0 KM) WEST-NORTHWEST OF MT VERNON SPRINGS, AT THE SILER
 AI2165'CITY MUNICIPAL AIRPORT. ALONG SR 1100 (AIRPORT RD) FOR 1.55 MI (2.49
 AI2165'KM) SOUTH FROM SR 1107 (OLD US 64), AT THE SILER CITY MUNICIPAL
 AI2165'AIRPORT, SOUTHEAST OF THE OPERATIONS BUILDING, IN THE SOUTHWEST CORNER
 AI2165'OF A 2.5-FOOT SQUARE CONCRETE FOUNDATION FOR OLD WINDSOCK. MARK
 AI2165'PROJECTS 2 INCHES ABOVE THE GROUND. LOCATED 202.0 FT (61.6 M)
 AI2165'SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 137.5 FT (41.9 M)
 AI2165'NORTH-NORTHWEST OF WINDSOCK POLE, AND 38.8 SOUTHWEST OF A REFERENCE
 AI2165'TAG CEMENTED TO SOUTHWEST CORNER OF CONCRETE PAD. THIS STATION IS
 AI2165'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0002 ***********************************************************************
 EY0002  DESIGNATION -  6
 EY0002  PID         -  EY0002
 EY0002  STATE/COUNTY-  NC/HYDE
 EY0002  USGS QUAD   -  FAIRFIELD (1983)
 EY0002
 EY0002                         *CURRENT SURVEY CONTROL
 EY0002  ___________________________________________________________________
 EY0002* NAD 83(1986)-  35 32 16.     (N)    076 13 29.     (W)     SCALED    
 EY0002* NAVD 88     -         0.915  (meters)       3.00   (feet)  POSTED    
 EY0002  ___________________________________________________________________
 EY0002  GEOID HEIGHT-         -38.21  (meters)                     GEOID03
 EY0002  DYNAMIC HT  -           0.910 (meters)       2.99  (feet)  COMP
 EY0002  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 EY0002
 EY0002  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EY0002
 EY0002.The horizontal coordinates were scaled from a topographic map and have
 EY0002.an estimated accuracy of +/- 6 seconds.
 EY0002
 EY0002.The orthometric height was determined by differential leveling
 EY0002.and adjusted by the  in 1992.
 EY0002.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EY0002.rate of 3.1 thru 4.0 mm/km.
 EY0002
 EY0002.The geoid height was determined by GEOID03.
 EY0002
 EY0002.The dynamic height is computed by dividing the NAVD 88
 EY0002.geopotential number by the normal gravity value computed on the
 EY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0002.degrees latitude (g = 980.6199 gals.).
 EY0002
 EY0002.The modeled gravity was interpolated from observed gravity values.
 EY0002
 EY0002;                    North         East    Units  Estimated Accuracy
 EY0002;SPC NC       -   201,840.      861,220.      MT  (+/- 180 meters Scaled)
 EY0002
 EY0002                          SUPERSEDED SURVEY CONTROL
 EY0002
 EY0002  NGVD 29 (??/??/92)    1.22   (m)            4.0    (f) COMPUTED    3 0
 EY0002
 EY0002.Superseded values are not recommended for survey control.
 EY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0002.See file dsdata.txt to determine how the superseded data were derived.
 EY0002
 EY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE889333(NAD 83)
 EY0002_MARKER: P = PIPE CAP
 EY0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0002_STAMPING: ELEV 3.8
 EY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0002
 EY0002  HISTORY     - Date     Condition        Report By
 EY0002  HISTORY     - UNK      MONUMENTED       USDA
 EY0002  HISTORY     - 1948     GOOD             NGS
 EY0002  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 EY0002
 EY0002                          STATION DESCRIPTION
 EY0002
 EY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0002'IN FAIRFIELD.
 EY0002'IN FAIRFIELD, N.C., LOCATED APPROXIMATELY 360 FT. W OF N.C. ROUTE
 EY0002'94, 175.0 FT. N OF A STREET CORNER FORMED BY THE INTERSECTION
 EY0002'OF THE SOUTHERNMOST EW STREET AND NS STREET IN FAIRFIELD, N.C.,
 EY0002'20.5 FT. W OF CENTERLINE OF UNPAVED STREET, 38.0 FT. SE OF 24
 EY0002'IN PECAN TREE, AN IRON PIPE STAMPED ELEV. 3.8 PROJECTING 4 IN
 EY0002'ABOVE GROUND.
 EY0002
 EY0002                          STATION RECOVERY (2004)
 EY0002
 EY0002'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0002'INADEQUATE DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3912 ***********************************************************************
 EY3912  DESIGNATION -  6 CMP
 EY3912  PID         -  EY3912
 EY3912  STATE/COUNTY-  NC/CRAVEN
 EY3912  USGS QUAD   -  EDWARD (1983)
 EY3912
 EY3912                         *CURRENT SURVEY CONTROL
 EY3912  ___________________________________________________________________
 EY3912* NAD 83(2001)-  35 15 47.35829(N)    076 58 39.09869(W)     ADJUSTED  
 EY3912* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 EY3912  ___________________________________________________________________
 EY3912  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 EY3912  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EY3912  HORZ ORDER  -  THIRD
 EY3912
 EY3912.The horizontal coordinates were established by classical geodetic methods
 EY3912.and adjusted by the National Geodetic Survey in August 2005.
 EY3912
 EY3912.The orthometric height was scaled from a topographic map.
 EY3912
 EY3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3912
 EY3912.The geoid height was determined by GEOID03.
 EY3912
 EY3912;                    North         East     Units Scale Factor Converg.
 EY3912;SPC NC       -   169,728.622   793,599.828   MT  0.99987261   +1 10 02.3
 EY3912;SPC NC       -   556,851.32  2,603,668.77   sFT  0.99987261   +1 10 02.3
 EY3912;UTM  18      - 3,904,019.235   320,114.971   MT  0.99999880   -1 08 31.2
 EY3912
 EY3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3912!SPC NC       -   1.00000445  x   0.99987261  =   0.99987706
 EY3912!UTM  18      -   1.00000445  x   0.99999880  =   1.00000325
 EY3912
 EY3912|---------------------------------------------------------------------|
 EY3912| PID    Reference Object                     Distance      Geod. Az  |
 EY3912|                                                           dddmmss.s |
 EY3912| EY3911 ASKIN 26                            363.001 METERS 07704     |
 EY3912| EY3913 ASKIN 24                            343.180 METERS 24402     |
 EY3912|---------------------------------------------------------------------|
 EY3912
 EY3912                          SUPERSEDED SURVEY CONTROL
 EY3912
 EY3912  NAD 83(1986)-  35 15 47.38120(N)    076 58 39.11168(W) AD(       ) 3
 EY3912  NAD 27      -  35 15 46.77378(N)    076 58 40.34545(W) AD(       ) 3
 EY3912
 EY3912.Superseded values are not recommended for survey control.
 EY3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3912.See file dsdata.txt to determine how the superseded data were derived.
 EY3912
 EY3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2011504019(NAD 83)
 EY3912_MARKER: DD = SURVEY DISK
 EY3912_SETTING: 0 = UNSPECIFIED SETTING
 EY3912_STAMPING: 6 CMP 1964 33 ET
 EY3912_MARK LOGO: USGS  
 EY3912_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3912
 EY3912  HISTORY     - Date     Condition        Report By
 EY3912  HISTORY     - 1964     MONUMENTED       USGS
 EY3912
 EY3912                          STATION DESCRIPTION
 EY3912
 EY3912'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (MKW)
 EY3912'ASKIN, 6.3 MI E. OF, ALONG PAVED RD., 3 FT W. OF FENCE CORNER, 32 FT N
 EY3912'FT W. OF, AND 0.2 FT HIGHER THAN CENTERLINE OF RD. AT FIELD RD. N., IN
 EY3912'POST, STANDARD TABLET STAMPED---6 CMP 1964 33 ET---.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1110 ***********************************************************************
 EZ1110  DESIGNATION -  6 DRD
 EZ1110  PID         -  EZ1110
 EZ1110  STATE/COUNTY-  NC/HARNETT
 EZ1110  USGS QUAD   -  COKESBURY (1993)
 EZ1110
 EZ1110                         *CURRENT SURVEY CONTROL
 EZ1110  ___________________________________________________________________
 EZ1110* NAD 83(1986)-  35 32 06.     (N)    078 54 55.     (W)     SCALED    
 EZ1110* NAVD 88     -       123.243  (meters)     404.34   (feet)  ADJUSTED  
 EZ1110  ___________________________________________________________________
 EZ1110  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 EZ1110  DYNAMIC HT  -         123.135 (meters)     403.99  (feet)  COMP
 EZ1110  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 EZ1110
 EZ1110  VERT ORDER  -  SECOND    CLASS II
 EZ1110
 EZ1110.The horizontal coordinates were scaled from a topographic map and have
 EZ1110.an estimated accuracy of +/- 6 seconds.
 EZ1110
 EZ1110.The orthometric height was determined by differential leveling
 EZ1110.and adjusted in June 1991.
 EZ1110
 EZ1110.The geoid height was determined by GEOID03.
 EZ1110
 EZ1110.The dynamic height is computed by dividing the NAVD 88
 EZ1110.geopotential number by the normal gravity value computed on the
 EZ1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1110.degrees latitude (g = 980.6199 gals.).
 EZ1110
 EZ1110.The modeled gravity was interpolated from observed gravity values.
 EZ1110
 EZ1110;                    North         East    Units  Estimated Accuracy
 EZ1110;SPC NC       -   198,010.      617,280.      MT  (+/- 180 meters Scaled)
 EZ1110
 EZ1110                          SUPERSEDED SURVEY CONTROL
 EZ1110
 EZ1110  NGVD 29 (??/??/92)  123.476  (m)          405.10   (f) ADJ UNCH    2 2
 EZ1110
 EZ1110.Superseded values are not recommended for survey control.
 EZ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1110.See file dsdata.txt to determine how the superseded data were derived.
 EZ1110
 EZ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV890343(NAD 83)
 EZ1110_MARKER: DD = SURVEY DISK
 EZ1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1110_SP_SET: STEP
 EZ1110_STAMPING: 6 DRD 1960
 EZ1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1110
 EZ1110  HISTORY     - Date     Condition        Report By
 EZ1110  HISTORY     - 1960     MONUMENTED       USGS
 EZ1110  HISTORY     - 1974     GOOD             NCGS
 EZ1110  HISTORY     - 19980523 GOOD             USPSQD
 EZ1110
 EZ1110                          STATION DESCRIPTION
 EZ1110
 EZ1110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1110'3.2 MI SW FROM DUNCAN.
 EZ1110'6 DRD IS LOCATED APPROXIMATELY 11 MILES NNW OF LILLINGTON.  TO
 EZ1110'REACH STATION FROM THE INTERSECTION OF SR 1407 WITH NC 42 AT
 EZ1110'DUNCAN, PROCEED WESTERLY ALONG NC 42 FOR 3.6 MILES TO THE
 EZ1110'INTERSECTION WITH SR 1450, TURN LEFT AND CONTINUE SOUTHERLY ALONG
 EZ1110'SR 1450 FOR 1.5 MILES TO A 2 STORY GREY SHINGLED HOUSE ON THE
 EZ1110'RIGHT, AND STATION IN THE TOP OF THE BOTTOM STEP ON THE SOUTH
 EZ1110'SIDE OF HOUSE, AND 0.45 MILE NW OF INTERSECTION WITH SR 1403,
 EZ1110'88.5 FT SW OF C/L OF SR 1450, AND 15.8 FT SW OF SE CORNER OF
 EZ1110'HOUSE.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF BLOCK STEP.
 EZ1110
 EZ1110                          STATION RECOVERY (1998)
 EZ1110
 EZ1110'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3014 ***********************************************************************
 FB3014  DESIGNATION -  6 EG 1
 FB3014  PID         -  FB3014
 FB3014  STATE/COUNTY-  NC/BUNCOMBE
 FB3014  USGS QUAD   -  SKYLAND (1991)
 FB3014
 FB3014                         *CURRENT SURVEY CONTROL
 FB3014  ___________________________________________________________________
 FB3014* NAD 83(2007)-  35 27 25.95358(N)    082 30 39.74309(W)     ADJUSTED  
 FB3014* NAVD 88     -       681.5    (meters)    2236.     (feet)  GPS OBS   
 FB3014  ___________________________________________________________________
 FB3014  EPOCH DATE  -        2002.00
 FB3014  X           -     677,964.051 (meters)                     COMP
 FB3014  Y           -  -5,157,326.861 (meters)                     COMP
 FB3014  Z           -   3,679,679.782 (meters)                     COMP
 FB3014  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 FB3014  ELLIP HEIGHT-         651.490 (meters)          (02/10/07) ADJUSTED
 FB3014  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB3014
 FB3014  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3014  Type    PID    Designation                      North   East  Ellip
 FB3014  -------------------------------------------------------------------
 FB3014  NETWORK FB3014 6 EG 1                            0.94   0.67   2.04
 FB3014  -------------------------------------------------------------------
 FB3014
 FB3014.The horizontal coordinates were established by GPS observations
 FB3014.and adjusted by the National Geodetic Survey in February 2007.
 FB3014
 FB3014.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3014.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3014.The horizontal coordinates are valid at the epoch date displayed above.
 FB3014.The epoch date for horizontal control is a decimal equivalence
 FB3014.of Year/Month/Day.
 FB3014
 FB3014.The orthometric height was determined by GPS observations and a
 FB3014.high-resolution geoid model.
 FB3014
 FB3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3014
 FB3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3014
 FB3014.The ellipsoidal height was determined by GPS observations
 FB3014.and is referenced to NAD 83.
 FB3014
 FB3014.The geoid height was determined by GEOID03.
 FB3014
 FB3014;                    North         East     Units Scale Factor Converg.
 FB3014;SPC NC       -   195,016.415   290,982.870   MT  0.99987900   -2 01 35.3
 FB3014;SPC NC       -   639,816.35    954,666.30   sFT  0.99987900   -2 01 35.3
 FB3014;UTM  17      - 3,924,796.764   362,881.238   MT  0.99983170   -0 52 36.1
 FB3014
 FB3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3014!SPC NC       -   0.99989775  x   0.99987900  =   0.99977677
 FB3014!UTM  17      -   0.99989775  x   0.99983170  =   0.99972947
 FB3014
 FB3014:                Primary Azimuth Mark                     Grid Az
 FB3014:SPC NC       -  BEARWALLOW RM 2                          090 24 21.5
 FB3014:UTM  17      -  BEARWALLOW RM 2                          089 15 22.3
 FB3014
 FB3014|---------------------------------------------------------------------|
 FB3014| PID    Reference Object                     Distance      Geod. Az  |
 FB3014|                                                           dddmmss.s |
 FB3014| FB2906 BEARWALLOW RM 2                     APPROX.14.0 KM 0882246.2 |
 FB3014| FB2993 BONNET                              274.089 METERS 34523     |
 FB3014|---------------------------------------------------------------------|
 FB3014
 FB3014                          SUPERSEDED SURVEY CONTROL
 FB3014
 FB3014  NAD 83(2001)-  35 27 25.95385(N)    082 30 39.74316(W) AD(       ) 1
 FB3014  ELLIP H (03/13/03)  651.505  (m)                       GP(       ) 4 2
 FB3014  NAD 83(1995)-  35 27 25.95586(N)    082 30 39.74301(W) AD(       ) 1
 FB3014  NAD 83(1986)-  35 27 25.96029(N)    082 30 39.74292(W) AD(       ) 1
 FB3014  NAD 83(1986)-  35 27 25.95980(N)    082 30 39.73273(W) AD(       ) 2
 FB3014  NAD 27      -  35 27 25.54757(N)    082 30 40.29731(W) AD(       ) 2
 FB3014  NGVD 29 (07/19/86)  681.5    (m)         2236.     (f) VERT ANG    3  
 FB3014
 FB3014.Superseded values are not recommended for survey control.
 FB3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3014.See file dsdata.txt to determine how the superseded data were derived.
 FB3014
 FB3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6288124797(NAD 83)
 FB3014_MARKER: DD = SURVEY DISK
 FB3014_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3014_SP_SET: PREFAB CONC. POST IN EARTH
 FB3014_STAMPING: 6 EG 1 1966
 FB3014_MARK LOGO: NCSHC 
 FB3014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3014+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 FB3014
 FB3014  HISTORY     - Date     Condition        Report By
 FB3014  HISTORY     - 1966     MONUMENTED       NCHPWC
 FB3014  HISTORY     - 1982     GOOD             NCGS
 FB3014  HISTORY     - 19840101 GOOD             NCGS
 FB3014  HISTORY     - 1986     POOR             USPSQD
 FB3014  HISTORY     - 19911218 GOOD             NCGS
 FB3014  HISTORY     - 20000313 SEE DESCRIPTION  NCGS
 FB3014
 FB3014                          STATION DESCRIPTION
 FB3014
 FB3014'DESCRIBED BY NC HWY AND P W COMM 1966 (CBM)
 FB3014'6 EG 1 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3014'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3014'
 FB3014'6 EG 1 IS LOCATED APPROXIMATELY 1 MILE SOUTH OF ARDEN. TO REACH
 FB3014'STATION PROCEED FROM THE INTERSECTION OF US 25A AND US 25 SOUTH ON
 FB3014'US 25 FOR 0.2 MILE TO STATION, WHICH IS LOCATED ON THE EAST SIDE OF
 FB3014'US 25 AT THE NORTH END OF ROCK RETAINING WALL.
 FB3014'
 FB3014'STATION MARK IS A STANDARD N.C. STATE HIGHWAY DISK, STAMPED 6 EG 1,
 FB3014'1966, SET IN A PRECAST MARKER, WHICH IS FLUSH WITH THE SURFACE
 FB3014'OF THE GROUND.
 FB3014'
 FB3014'MARK IS
 FB3014'19.8 FEET E OF C/L
 FB3014'OF US 25,
 FB3014'57.5 FEET SE OF TP W/TRANSFORMER AND
 FB3014'ALUMINUM REF. TAG,
 FB3014'32.1 FEET SSE OF TP 2068 W/TRANSFROMER AND ALUMINUM
 FB3014'REF. TAG,
 FB3014'1.2 FEET E OF N END OF ROCK RETAINING WALL, AND
 FB3014'108.6 FT. N OF TP
 FB3014'WITH ALUMINUM REF. TAG .
 FB3014
 FB3014                          STATION RECOVERY (1982)
 FB3014
 FB3014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL)
 FB3014'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS
 FB3014'ADEQUATE WITH THE FOLLOWING CHANGES--MARK IS 22.7 FEET SOUTH-SOUTHEAST
 FB3014'OF TELEPHONE POLE 2068 AND 125.5 FEET NORTH OF A TELEPHONE POLE, BOTH
 FB3014'WITH TAGS.
 FB3014
 FB3014                          STATION RECOVERY (1984)
 FB3014
 FB3014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB3014'RECOVERED AS DESCRIBED.
 FB3014
 FB3014                          STATION RECOVERY (1986)
 FB3014
 FB3014'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FB3014'MARK RECOVERED IN POOR CONDITION.
 FB3014
 FB3014                          STATION RECOVERY (1991)
 FB3014
 FB3014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 FB3014'RECOVERED AS DESCRIBED WITH THE CENTER OF THE DISK SCRAPED OFF BY A
 FB3014'MOWING MACHINE--CENTER POINT PUNCHED.
 FB3014
 FB3014                          STATION RECOVERY (2000)
 FB3014
 FB3014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB3014'THE STATION WAS NOT FOUND. WAS PROBABLY DESTROYED BY ROAD
 FB3014'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2404 ***********************************************************************
 FY2404  DESIGNATION -  6 EOM
 FY2404  PID         -  FY2404
 FY2404  STATE/COUNTY-  NC/PERSON
 FY2404  USGS QUAD   -  ROXBORO (1982)
 FY2404
 FY2404                         *CURRENT SURVEY CONTROL
 FY2404  ___________________________________________________________________
 FY2404* NAD 83(1986)-  36 28 46.     (N)    078 59 27.     (W)     SCALED    
 FY2404* NAVD 88     -       149.779  (meters)     491.40   (feet)  ADJUSTED  
 FY2404  ___________________________________________________________________
 FY2404  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FY2404  DYNAMIC HT  -         149.662 (meters)     491.02  (feet)  COMP
 FY2404  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 FY2404
 FY2404  VERT ORDER  -  SECOND    CLASS II
 FY2404
 FY2404.The horizontal coordinates were scaled from a topographic map and have
 FY2404.an estimated accuracy of +/- 6 seconds.
 FY2404
 FY2404.The orthometric height was determined by differential leveling
 FY2404.and adjusted in June 1991.
 FY2404
 FY2404.The geoid height was determined by GEOID03.
 FY2404
 FY2404.The dynamic height is computed by dividing the NAVD 88
 FY2404.geopotential number by the normal gravity value computed on the
 FY2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2404.degrees latitude (g = 980.6199 gals.).
 FY2404
 FY2404.The modeled gravity was interpolated from observed gravity values.
 FY2404
 FY2404;                    North         East    Units  Estimated Accuracy
 FY2404;SPC NC       -   302,800.      610,420.      MT  (+/- 180 meters Scaled)
 FY2404
 FY2404                          SUPERSEDED SURVEY CONTROL
 FY2404
 FY2404  NGVD 29 (03/05/92)  150.042  (m)          492.26   (f) ADJUSTED    2 2
 FY2404
 FY2404.Superseded values are not recommended for survey control.
 FY2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2404.See file dsdata.txt to determine how the superseded data were derived.
 FY2404
 FY2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA799390(NAD 83)
 FY2404_MARKER: DB = BENCH MARK DISK
 FY2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2404_SP_SET: CONCRETE POST
 FY2404_STAMPING: 6 EOM 1950 492
 FY2404_MARK LOGO: USGS  
 FY2404_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2404+STABILITY: SURFACE MOTION
 FY2404
 FY2404  HISTORY     - Date     Condition        Report By
 FY2404  HISTORY     - 1950     MONUMENTED       USGS
 FY2404  HISTORY     - 1984     GOOD             NCGS
 FY2404  HISTORY     - 20060115 POOR             GEOCAC
 FY2404
 FY2404                          STATION DESCRIPTION
 FY2404
 FY2404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FY2404'9.4 KM (5.8 MI) NORTH FROM ROXBORO.
 FY2404'ALONG SR 1322, 3.1 KM (1.9 MI) WEST OF INTERSECTION WITH SR 1326 (IN
 FY2404'WOODSDALE), TO INTERSECTION WITH SR 133 AND STATION ON RIGHT BESIDE
 FY2404'TELEPHONE PEDESTAL, 13.5 METERS (44.3 FT) NORTH OF CENTERLINE OF SR
 FY2404'1322, 47.5 METERS (156 FT) WEST OF CENTERLINE OF T-INTERSECTION AND
 FY2404'1.0 METER (3.3 FT) WEST OF TELEPHONE PEDESTAL BESIDE POWER POLE WITH
 FY2404'TRANSFORMER AND REFERENCE TAG.
 FY2404'THE MARK IS ABOVE LEVEL WITH CENTERLINE ROAD.
 FY2404
 FY2404                          STATION RECOVERY (2006)
 FY2404
 FY2404'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2404'STATION APPEARS TO HAVE BEEN HIT BY MACHINERY. DISK IS MISSING, AND
 FY2404'MONUMENT IS LEANING SLIGHTLY TOWARD THE EAST. THE REFERENCED ROAD
 FY2404'(SR1333) HAS BEEN RE-NUMBERED SR1412 (COUNTRY CLUB ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2335 ***********************************************************************
 FB2335  DESIGNATION -  6 JMS
 FB2335  PID         -  FB2335
 FB2335  STATE/COUNTY-  NC/SWAIN
 FB2335  USGS QUAD   -  WESSER (1984)
 FB2335
 FB2335                         *CURRENT SURVEY CONTROL
 FB2335  ___________________________________________________________________
 FB2335* NAD 83(1986)-  35 21 57.     (N)    083 33 19.     (W)     SCALED    
 FB2335* NAVD 88     -       527.760  (meters)    1731.49   (feet)  ADJUSTED  
 FB2335  ___________________________________________________________________
 FB2335  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FB2335  DYNAMIC HT  -         527.212 (meters)    1729.69  (feet)  COMP
 FB2335  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 FB2335
 FB2335  VERT ORDER  -  FIRST     CLASS II
 FB2335
 FB2335.The horizontal coordinates were scaled from a topographic map and have
 FB2335.an estimated accuracy of +/- 6 seconds.
 FB2335
 FB2335.The orthometric height was determined by differential leveling
 FB2335.and adjusted in June 1991.
 FB2335
 FB2335.The geoid height was determined by GEOID03.
 FB2335
 FB2335.The dynamic height is computed by dividing the NAVD 88
 FB2335.geopotential number by the normal gravity value computed on the
 FB2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2335.degrees latitude (g = 980.6199 gals.).
 FB2335
 FB2335.The modeled gravity was interpolated from observed gravity values.
 FB2335
 FB2335;                    North         East    Units  Estimated Accuracy
 FB2335;SPC NC       -   188,740.      195,820.      MT  (+/- 180 meters Scaled)
 FB2335
 FB2335                          SUPERSEDED SURVEY CONTROL
 FB2335
 FB2335  NGVD 29 (12/12/91)  527.817  (m)         1731.68   (f) ADJUSTED    1 2
 FB2335
 FB2335.Superseded values are not recommended for survey control.
 FB2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2335.See file dsdata.txt to determine how the superseded data were derived.
 FB2335
 FB2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV678166(NAD 83)
 FB2335_MARKER: DD = SURVEY DISK
 FB2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2335_SP_SET: CONCRETE POST
 FB2335_STAMPING: 6 JMS 1978
 FB2335_MARK LOGO: NCHPWC
 FB2335_PROJECTION: FLUSH
 FB2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2335+STABILITY: SURFACE MOTION
 FB2335
 FB2335  HISTORY     - Date     Condition        Report By
 FB2335  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2335  HISTORY     - 1983     GOOD             NGS
 FB2335
 FB2335                          STATION DESCRIPTION
 FB2335
 FB2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2335'14.7 KM (9.1 MI) SW FROM BRYSON CITY.
 FB2335'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 19
 FB2335'FROM THE JUNCTION OF U.S. HIGHWAY 19A, WHICH IS 6.3 KM
 FB2335'(3.9 MI) SOUTHWEST OF BRYSON CITY, THENCE 5.1 KM
 FB2335'(3.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 AND STATE HIGHWAY 28 TO THE
 FB2335'MARK ON THE LEFT, 22.37 METERS (73.4 FT) SOUTHWEST OF THE CENTERLINE
 FB2335'OF THE HIGHWAY, 52.36 METERS (171.8 FT) WEST OF A U.S. HIGHWAY 19
 FB2335'SIGN, 6.25 METERS (20.5 FT) NORTH OF A NCGS REFERENCE TAG IN A
 FB2335'PERSIMMON TREE.
 FB2335'THE MARK IS 0.37 METERS  SSW FROM A WITNESS POST.
 FB2335'THE MARK IS 1.50 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4094 ***********************************************************************
 FB4094  DESIGNATION -  6 JMS 17
 FB4094  PID         -  FB4094
 FB4094  STATE/COUNTY-  NC/GRAHAM
 FB4094  USGS QUAD   -  HEWITT (1990)
 FB4094
 FB4094                         *CURRENT SURVEY CONTROL
 FB4094  ___________________________________________________________________
 FB4094* NAD 83(2001)-  35 20 44.59464(N)    083 44 18.02268(W)     ADJUSTED  
 FB4094* NAVD 88     -       687.7    (meters)    2256.     (feet)  VERTCON   
 FB4094  ___________________________________________________________________
 FB4094  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FB4094  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FB4094  HORZ ORDER  -  SECOND
 FB4094
 FB4094.The horizontal coordinates were established by classical geodetic methods
 FB4094.and adjusted by the National Geodetic Survey in August 2005.
 FB4094
 FB4094.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4094
 FB4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4094
 FB4094.The geoid height was determined by GEOID03.
 FB4094
 FB4094;                    North         East     Units Scale Factor Converg.
 FB4094;SPC NC       -   187,289.833   179,091.892   MT  0.99987393   -2 44 05.4
 FB4094;SPC NC       -   614,466.73    587,570.65   sFT  0.99987393   -2 44 05.4
 FB4094;UTM  17      - 3,914,825.060   251,145.934   MT  1.00036325   -1 35 05.9
 FB4094
 FB4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4094!SPC NC       -   0.99989653  x   0.99987393  =   0.99977047
 FB4094!UTM  17      -   0.99989653  x   1.00036325  =   1.00025974
 FB4094
 FB4094                          SUPERSEDED SURVEY CONTROL
 FB4094
 FB4094  NAD 83(1995)-  35 20 44.59473(N)    083 44 18.02232(W) AD(       ) 2
 FB4094  NAD 83(1986)-  35 20 44.60008(N)    083 44 18.03245(W) AD(       ) 2
 FB4094  NGVD 29 (05/28/93)  687.8    (m)         2257.     (f) VERT ANG    3  
 FB4094
 FB4094.Superseded values are not recommended for survey control.
 FB4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4094.See file dsdata.txt to determine how the superseded data were derived.
 FB4094
 FB4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5114614825(NAD 83)
 FB4094_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4094_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4094_SP_SET: PREFAB CONC. POST IN EARTH
 FB4094_STAMPING: 6 JMS 17 1978
 FB4094_MARK LOGO: NCSHC 
 FB4094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4094+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1989
 FB4094
 FB4094  HISTORY     - Date     Condition        Report By
 FB4094  HISTORY     - 1978     MONUMENTED       NCSHC
 FB4094  HISTORY     - 19891114 GOOD             NCGS
 FB4094
 FB4094                          STATION DESCRIPTION
 FB4094
 FB4094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4094'STATION IS LOCATED APPROXIMATELY 6.7 KM (4.2 MI) NORTHEAST OF
 FB4094'ROBBINSVILLE.
 FB4094'ALONG NC 143 FOR 6.9 KM (4.3 MI) NORTHEAST FROM THE US 129
 FB4094'INTERSECTION (IN ROBBINSVILLE), OR 1.05 KM (0.65 MI) NORTHEAST FROM
 FB4094'SR 1223 (BEECH CREEK ROAD), IN GRASSY AREA.
 FB4094'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW THE GROUND
 FB4094'SURFACE.  LOCATED 8.83 M (28.97 FT) NORTHWEST OF THE CENTERLINE OF
 FB4094'ROAD, 2.65 M (8.69 FT) SOUTH-SOUTHEAST OF 30-INCH CULVERT (OUTLET),
 FB4094'0.46 M (1.51 FT) SOUTHEAST OF WITNESS POST, AND 14.03 M (46.03 FT)
 FB4094'EAST-NORTHEAST OF POWER AND TELEPHONE POLE (1/103) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4053 ***********************************************************************
 FB4053  DESIGNATION -  6 JMS 18
 FB4053  PID         -  FB4053
 FB4053  STATE/COUNTY-  NC/GRAHAM
 FB4053  USGS QUAD   -  HEWITT (1990)
 FB4053
 FB4053                         *CURRENT SURVEY CONTROL
 FB4053  ___________________________________________________________________
 FB4053* NAD 83(2007)-  35 20 53.91692(N)    083 44 03.93139(W)     ADJUSTED  
 FB4053* NAVD 88     -       696.6    (meters)    2285.     (feet)  VERTCON   
 FB4053  ___________________________________________________________________
 FB4053  EPOCH DATE  -        2002.00
 FB4053  X           -     568,463.536 (meters)                     COMP
 FB4053  Y           -  -5,177,597.931 (meters)                     COMP
 FB4053  Z           -   3,669,840.251 (meters)                     COMP
 FB4053  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FB4053  ELLIP HEIGHT-         668.118 (meters)          (02/10/07) ADJUSTED
 FB4053  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FB4053
 FB4053  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4053  Type    PID    Designation                      North   East  Ellip
 FB4053  -------------------------------------------------------------------
 FB4053  NETWORK FB4053 6 JMS 18                          1.51   1.55   3.68
 FB4053  -------------------------------------------------------------------
 FB4053
 FB4053.The horizontal coordinates were established by GPS observations
 FB4053.and adjusted by the National Geodetic Survey in February 2007.
 FB4053
 FB4053.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4053.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4053.The horizontal coordinates are valid at the epoch date displayed above.
 FB4053.The epoch date for horizontal control is a decimal equivalence
 FB4053.of Year/Month/Day.
 FB4053
 FB4053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4053
 FB4053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4053
 FB4053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4053
 FB4053.The ellipsoidal height was determined by GPS observations
 FB4053.and is referenced to NAD 83.
 FB4053
 FB4053.The geoid height was determined by GEOID03.
 FB4053
 FB4053;                    North         East     Units Scale Factor Converg.
 FB4053;SPC NC       -   187,559.802   179,460.953   MT  0.99987401   -2 43 57.3
 FB4053;SPC NC       -   615,352.45    588,781.48   sFT  0.99987401   -2 43 57.3
 FB4053;UTM  17      - 3,915,102.516   251,509.680   MT  1.00036102   -1 34 58.1
 FB4053
 FB4053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4053!SPC NC       -   0.99989514  x   0.99987401  =   0.99976917
 FB4053!UTM  17      -   0.99989514  x   1.00036102  =   1.00025612
 FB4053
 FB4053                          SUPERSEDED SURVEY CONTROL
 FB4053
 FB4053  NAD 83(2001)-  35 20 53.91676(N)    083 44 03.93184(W) AD(       ) 1
 FB4053  ELLIP H (03/27/03)  668.098  (m)                       GP(       ) 4 2
 FB4053  NAD 83(1995)-  35 20 53.91684(N)    083 44 03.93148(W) AD(       ) 1
 FB4053  NAD 83(1986)-  35 20 53.92225(N)    083 44 03.94160(W) AD(       ) 1
 FB4053  ELLIP H (05/28/93)  668.146  (m)                       GP(       ) 4 2
 FB4053  NGVD 29 (05/28/93)  696.6    (m)         2285.     (f) GPS OBS     3  
 FB4053
 FB4053.Superseded values are not recommended for survey control.
 FB4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4053.See file dsdata.txt to determine how the superseded data were derived.
 FB4053
 FB4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5151015103(NAD 83)
 FB4053_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4053_SP_SET: PREFAB CONC. POST IN EARTH
 FB4053_STAMPING: 6 JMS 18 1978
 FB4053_MARK LOGO: NCSHC 
 FB4053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4053+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 FB4053
 FB4053  HISTORY     - Date     Condition        Report By
 FB4053  HISTORY     - 1978     MONUMENTED       NCSHC
 FB4053  HISTORY     - 19890726 GOOD             NCGS
 FB4053
 FB4053                          STATION DESCRIPTION
 FB4053
 FB4053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4053'STATION IS LOCATED APPROXIMATELY 7.2 KM (4.5 MI) NORTHEAST OF
 FB4053'ROBBINSVILLE.
 FB4053'ALONG NC 143 FOR 7.4 KM (4.6 MI) NORTHEAST FROM THE US 129
 FB4053'INTERSECTION (IN ROBBINSVILLE), OR 1.5 KM (0.9 MI) NORTHEAST FROM SR
 FB4053'1223 (BEECH CREEK ROAD), BETWEEN 2 DRIVEWAYS AT DROP INLET.
 FB4053'MARK IS ABOUT 1 FOOT LOWER THAN ROAD AND RECESSED 5 INCHES BELOW
 FB4053'GROUND SURFACE.  LOCATED 6.05 M (19.85 FT) SOUTHEAST OF THE
 FB4053'CENTERLINE OF ROAD, 7.40 M (24.28 FT) SOUTHWEST OF THE CENTERLINE OF
 FB4053'A GRAVEL DRIVE, 6.55 M (21.49 FT) NORTHEAST OF THE CENTERLINE OF
 FB4053'ANOTHER GRAVEL DRIVE, AND 1.70 M (5.58 FT) WEST-SOUTHWEST OF THE
 FB4053'CENTER OF A METAL GRATE OVER DROP INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2336 ***********************************************************************
 FB2336  DESIGNATION -  6 JMS 2
 FB2336  PID         -  FB2336
 FB2336  STATE/COUNTY-  NC/SWAIN
 FB2336  USGS QUAD   -  WESSER (1984)
 FB2336
 FB2336                         *CURRENT SURVEY CONTROL
 FB2336  ___________________________________________________________________
 FB2336* NAD 83(2001)-  35 22 21.81511(N)    083 33 35.22292(W)     ADJUSTED  
 FB2336* NAVD 88     -       526.997  (meters)    1728.99   (feet)  ADJUSTED  
 FB2336  ___________________________________________________________________
 FB2336  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 FB2336  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FB2336  DYNAMIC HT  -         526.449 (meters)    1727.19  (feet)  COMP
 FB2336  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 FB2336
 FB2336  HORZ ORDER  -  SECOND
 FB2336  VERT ORDER  -  FIRST     CLASS II
 FB2336
 FB2336.The horizontal coordinates were established by classical geodetic methods
 FB2336.and adjusted by the National Geodetic Survey in August 2005.
 FB2336
 FB2336.The orthometric height was determined by differential leveling
 FB2336.and adjusted in June 1991.
 FB2336
 FB2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2336
 FB2336.The geoid height was determined by GEOID03.
 FB2336
 FB2336.The dynamic height is computed by dividing the NAVD 88
 FB2336.geopotential number by the normal gravity value computed on the
 FB2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2336.degrees latitude (g = 980.6199 gals.).
 FB2336
 FB2336.The modeled gravity was interpolated from observed gravity values.
 FB2336
 FB2336;                    North         East     Units Scale Factor Converg.
 FB2336;SPC NC       -   189,522.731   195,440.758   MT  0.99987481   -2 37 54.4
 FB2336;SPC NC       -   621,792.49    641,208.55   sFT  0.99987481   -2 37 54.4
 FB2336;UTM  17      - 3,917,386.628   267,453.885   MT  1.00026648   -1 28 57.0
 FB2336
 FB2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2336!SPC NC       -   0.99992178  x   0.99987481  =   0.99979660
 FB2336!UTM  17      -   0.99992178  x   1.00026648  =   1.00018824
 FB2336
 FB2336                          SUPERSEDED SURVEY CONTROL
 FB2336
 FB2336  NAD 83(1995)-  35 22 21.81514(N)    083 33 35.22267(W) AD(       ) 2
 FB2336  NAD 83(1986)-  35 22 21.82084(N)    083 33 35.23456(W) AD(       ) 2
 FB2336  NGVD 29 (12/12/91)  527.053  (m)         1729.17   (f) ADJUSTED    1 2
 FB2336
 FB2336.Superseded values are not recommended for survey control.
 FB2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2336.See file dsdata.txt to determine how the superseded data were derived.
 FB2336
 FB2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6745417387(NAD 83)
 FB2336_MARKER: DD = SURVEY DISK
 FB2336_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2336_SP_SET: CONCRETE POST
 FB2336_STAMPING: 6 JMS 2 1978
 FB2336_MARK LOGO: NCSHC 
 FB2336_PROJECTION: FLUSH
 FB2336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2336+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 FB2336
 FB2336  HISTORY     - Date     Condition        Report By
 FB2336  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2336  HISTORY     - 1983     GOOD             NGS
 FB2336  HISTORY     - 19890822 GOOD             NCGS
 FB2336  HISTORY     - 19990722 SEE DESCRIPTION  NCGS
 FB2336
 FB2336                          STATION DESCRIPTION
 FB2336
 FB2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2336'15.5 KM (9.65 MI) SW FROM BRYSON CITY.
 FB2336'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF
 FB2336'U.S. HIGHWAY 19A, WHICH IS 6.3 KM (3.9 MI) SOUTHWEST OF BRYSON CITY,
 FB2336'THENCE 4.9 KM (3.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 AND STATE
 FB2336'HIGHWAY 28, THENCE 1.1 KM (0.7 MI) NORTHWEST ALONG STATE HIGHWAY 28
 FB2336'TO THE MARK ON THE RIGHT, ALSO 1.8 KM (1.15 MI) SOUTH-SOUTHEAST ALONG
 FB2336'STATE HIGHWAY 28 FROM THE POST OFFICE IN ALMOND, 14.78 METERS (48.5
 FB2336'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.24 METERS (13.9 FT)
 FB2336'NORTHWEST OF AN 18-INCH PINE TREE WITH A NCGS REFERENCE TAG, 1.49
 FB2336'METERS (4.9 FT) SOUTH OF A SERVICE TREE WITH A REFERENCE TAG.
 FB2336'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 FB2336'THE MARK IS 2.44 M ABOVE HIGHWAY.
 FB2336
 FB2336                          STATION RECOVERY (1989)
 FB2336
 FB2336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2336'STATION IS LOCATED APPROXIMATELY 12.1 KM (7.5 MI) SOUTHWEST OF BRYSON
 FB2336'CITY AT ALMOND.
 FB2336'ALONG NC 28 FOR 1.1 KM (0.7 MI) NORTHWEST FROM THE US 19-74
 FB2336'INTERSECTION, OR 0.6 KM (0.4 MI) SOUTHEAST OF THE BRIDGE OVER THE
 FB2336'NANTAHALA PRONG OF FONTANA LAKE, ON BANK.
 FB2336'MARK IS ABOUT 4 FEET HIGHER THAN ROAD AND RECESSED 3 INCHES BELOW THE
 FB2336'GROUND SURFACE.  LOCATED 30.65 M (100.56 FT) NORTHEAST OF THE
 FB2336'CENTERLINE OF ROAD, 0.40 M (1.31 FT) SOUTHWEST OF WITNESS POST, 4.40
 FB2336'M (14.44 FT) NORTH OF TELEPHONE PEDESTAL, AND 1.45 M (4.76 FT) SOUTH
 FB2336'OF SERVICE BERRY TREE WITH REFERENCE TAG.
 FB2336
 FB2336                          STATION RECOVERY (1999)
 FB2336
 FB2336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2336'STATION WAS NOT FOUND. A GRAVEL PARKING AREA IS NOW IN THE STATION
 FB2336'AREA. ALL REFERENCES EXCEPT THE ROAD CENTERLINE ARE GONE. PROBABLY
 FB2336'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4054 ***********************************************************************
 FB4054  DESIGNATION -  6 JMS 21
 FB4054  PID         -  FB4054
 FB4054  STATE/COUNTY-  NC/GRAHAM
 FB4054  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4054
 FB4054                         *CURRENT SURVEY CONTROL
 FB4054  ___________________________________________________________________
 FB4054* NAD 83(2007)-  35 18 38.48521(N)    083 47 42.92860(W)     ADJUSTED  
 FB4054* NAVD 88     -       621.6    (meters)    2039.     (feet)  VERTCON   
 FB4054  ___________________________________________________________________
 FB4054  EPOCH DATE  -        2002.00
 FB4054  X           -     563,220.297 (meters)                     COMP
 FB4054  Y           -  -5,180,537.479 (meters)                     COMP
 FB4054  Z           -   3,666,391.406 (meters)                     COMP
 FB4054  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 FB4054  ELLIP HEIGHT-         593.150 (meters)          (02/10/07) ADJUSTED
 FB4054  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FB4054
 FB4054  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4054  Type    PID    Designation                      North   East  Ellip
 FB4054  -------------------------------------------------------------------
 FB4054  NETWORK FB4054 6 JMS 21                          1.92   1.92   4.00
 FB4054  -------------------------------------------------------------------
 FB4054
 FB4054.The horizontal coordinates were established by GPS observations
 FB4054.and adjusted by the National Geodetic Survey in February 2007.
 FB4054
 FB4054.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4054.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4054.The horizontal coordinates are valid at the epoch date displayed above.
 FB4054.The epoch date for horizontal control is a decimal equivalence
 FB4054.of Year/Month/Day.
 FB4054
 FB4054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4054
 FB4054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4054
 FB4054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4054
 FB4054.The ellipsoidal height was determined by GPS observations
 FB4054.and is referenced to NAD 83.
 FB4054
 FB4054.The geoid height was determined by GEOID03.
 FB4054
 FB4054;                    North         East     Units Scale Factor Converg.
 FB4054;SPC NC       -   183,656.676   173,736.847   MT  0.99987312   -2 46 03.6
 FB4054;SPC NC       -   602,546.94    570,001.64   sFT  0.99987312   -2 46 03.6
 FB4054;UTM  17      - 3,911,083.221   245,862.243   MT  1.00039602   -1 36 59.6
 FB4054
 FB4054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4054!SPC NC       -   0.99990691  x   0.99987312  =   0.99978004
 FB4054!UTM  17      -   0.99990691  x   1.00039602  =   1.00030289
 FB4054
 FB4054                          SUPERSEDED SURVEY CONTROL
 FB4054
 FB4054  NAD 83(2001)-  35 18 38.48510(N)    083 47 42.92911(W) AD(       ) 1
 FB4054  ELLIP H (03/27/03)  593.132  (m)                       GP(       ) 4 2
 FB4054  NAD 83(1995)-  35 18 38.48518(N)    083 47 42.92876(W) AD(       ) 1
 FB4054  NAD 83(1986)-  35 18 38.49081(N)    083 47 42.93969(W) AD(       ) 1
 FB4054  ELLIP H (05/28/93)  593.190  (m)                       GP(       ) 4 2
 FB4054  NGVD 29 (05/28/93)  621.7    (m)         2040.     (f) GPS OBS     3  
 FB4054
 FB4054.Superseded values are not recommended for survey control.
 FB4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4054.See file dsdata.txt to determine how the superseded data were derived.
 FB4054
 FB4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4586211083(NAD 83)
 FB4054_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4054_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4054_SP_SET: PREFAB CONC. POST IN EARTH
 FB4054_STAMPING: 6 JMS 21 1978
 FB4054_MARK LOGO: NCSHC 
 FB4054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4054+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 FB4054
 FB4054  HISTORY     - Date     Condition        Report By
 FB4054  HISTORY     - 1978     MONUMENTED       NCDOT
 FB4054  HISTORY     - 19890719 GOOD             NCGS
 FB4054
 FB4054                          STATION DESCRIPTION
 FB4054
 FB4054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4054'STATION IS LOCATED APPROXIMATELY 1.7 KM (1.1 MI) SOUTHEAST OF
 FB4054'ROBBINSVILLE.
 FB4054'ALONG US 129 FOR 1.5 KM (0.9 MI) SOUTH FROM THE NC 143 INTERSECTION
 FB4054'(IN ROBBINSVILLE) AT WEST END OF FENCE BETWEEN--PHILLIPS 66 AND
 FB4054'TEXACO--SERVICE STATIONS.
 FB4054'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS RECESSED 2 INCHES BELOW
 FB4054'THE GROUND SURFACE.  LOCATED 14.05 M (46.10 FT) EAST-NORTHEAST OF THE
 FB4054'CENTERLINE OF THE HIGHWAY, 0.95 M (3.12 FT) WEST-SOUTHWEST OF A FENCE
 FB4054'POST--WITH REFERENCE TAG, AND 14.3 M (46.9 FT) WEST OF NORTHWEST
 FB4054'CORNER OF BLOCK SERVICE STATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4095 ***********************************************************************
 FB4095  DESIGNATION -  6 JMS 22
 FB4095  PID         -  FB4095
 FB4095  STATE/COUNTY-  NC/GRAHAM
 FB4095  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4095
 FB4095                         *CURRENT SURVEY CONTROL
 FB4095  ___________________________________________________________________
 FB4095* NAD 83(2001)-  35 18 26.80750(N)    083 47 40.26000(W)     ADJUSTED  
 FB4095* NAVD 88     -       624.4    (meters)    2049.     (feet)  VERTCON   
 FB4095  ___________________________________________________________________
 FB4095  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 FB4095  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 FB4095  HORZ ORDER  -  SECOND
 FB4095
 FB4095.The horizontal coordinates were established by classical geodetic methods
 FB4095.and adjusted by the National Geodetic Survey in August 2005.
 FB4095
 FB4095.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4095
 FB4095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4095
 FB4095.The geoid height was determined by GEOID03.
 FB4095
 FB4095;                    North         East     Units Scale Factor Converg.
 FB4095;SPC NC       -   183,293.998   173,786.800   MT  0.99987306   -2 46 02.1
 FB4095;SPC NC       -   601,357.06    570,165.53   sFT  0.99987306   -2 46 02.1
 FB4095;UTM  17      - 3,910,721.431   245,919.503   MT  1.00039566   -1 36 57.6
 FB4095
 FB4095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4095!SPC NC       -   0.99990646  x   0.99987306  =   0.99977953
 FB4095!UTM  17      -   0.99990646  x   1.00039566  =   1.00030208
 FB4095
 FB4095                          SUPERSEDED SURVEY CONTROL
 FB4095
 FB4095  NAD 83(1995)-  35 18 26.80758(N)    083 47 40.25965(W) AD(       ) 2
 FB4095  NAD 83(1986)-  35 18 26.81321(N)    083 47 40.27056(W) AD(       ) 2
 FB4095  NGVD 29 (05/28/93)  624.5    (m)         2049.     (f) VERT ANG    3  
 FB4095
 FB4095.Superseded values are not recommended for survey control.
 FB4095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4095.See file dsdata.txt to determine how the superseded data were derived.
 FB4095
 FB4095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4592010721(NAD 83)
 FB4095_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4095_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4095_SP_SET: PREFAB CONC. POST IN EARTH
 FB4095_STAMPING: 6 JMS 22 1978
 FB4095_MARK LOGO: NCSHC 
 FB4095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4095+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1989
 FB4095
 FB4095  HISTORY     - Date     Condition        Report By
 FB4095  HISTORY     - 1978     MONUMENTED       NCSHC
 FB4095  HISTORY     - 19890719 GOOD             NCGS
 FB4095
 FB4095                          STATION DESCRIPTION
 FB4095
 FB4095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4095'STATION IS LOCATED APPROXIMATELY 2.0 KM (1.2 MI) SOUTH-SOUTHEAST OF
 FB4095'ROBBINSVILLE.
 FB4095'ALONG US 129 FOR 1.9 KM (1.2 MI) SOUTH FROM THE INTERSECTION OF NC 143
 FB4095'(IN ROBBINSVILLE) TO SR 1260 (ROBERTS ROAD) IN NORTHEAST QUADRANT OF
 FB4095'INTERSECTION.
 FB4095'MARK IS ABOUT 2 FEET LOWER THAN ROAD AND FLUSH WITH GROUND SURFACE.
 FB4095'LOCATED 9.80 M (32.15 FT) EAST OF THE CENTERLINE OF US 129, 14.35 M
 FB4095'(47.08 FT) NORTH OF THE CENTERLINE OF SR 1260, 14.90 M (48.88 FT)
 FB4095'NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE BRIDGE WALL, AND 29.70 M
 FB4095'(97.44 FT) SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND
 FB4095'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4096 ***********************************************************************
 FB4096  DESIGNATION -  6 JMS 23
 FB4096  PID         -  FB4096
 FB4096  STATE/COUNTY-  NC/GRAHAM
 FB4096  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4096
 FB4096                         *CURRENT SURVEY CONTROL
 FB4096  ___________________________________________________________________
 FB4096* NAD 83(2001)-  35 17 22.65393(N)    083 48 52.83726(W)     ADJUSTED  
 FB4096* NAVD 88     -       701.3    (meters)    2301.     (feet)  VERTCON   
 FB4096  ___________________________________________________________________
 FB4096  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 FB4096  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FB4096  HORZ ORDER  -  SECOND
 FB4096
 FB4096.The horizontal coordinates were established by classical geodetic methods
 FB4096.and adjusted by the National Geodetic Survey in August 2005.
 FB4096
 FB4096.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4096
 FB4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4096
 FB4096.The geoid height was determined by GEOID03.
 FB4096
 FB4096;                    North         East     Units Scale Factor Converg.
 FB4096;SPC NC       -   181,408.161   171,859.847   MT  0.99987281   -2 46 44.0
 FB4096;SPC NC       -   595,169.94    563,843.51   sFT  0.99987281   -2 46 44.0
 FB4096;UTM  17      - 3,908,796.230   244,029.841   MT  1.00040754   -1 37 37.0
 FB4096
 FB4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4096!SPC NC       -   0.99989439  x   0.99987281  =   0.99976721
 FB4096!UTM  17      -   0.99989439  x   1.00040754  =   1.00030188
 FB4096
 FB4096                          SUPERSEDED SURVEY CONTROL
 FB4096
 FB4096  NAD 83(1995)-  35 17 22.65402(N)    083 48 52.83690(W) AD(       ) 2
 FB4096  NAD 83(1986)-  35 17 22.65965(N)    083 48 52.84771(W) AD(       ) 2
 FB4096  NGVD 29 (05/28/93)  701.4    (m)         2301.     (f) VERT ANG    3  
 FB4096
 FB4096.Superseded values are not recommended for survey control.
 FB4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4096.See file dsdata.txt to determine how the superseded data were derived.
 FB4096
 FB4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4403008796(NAD 83)
 FB4096_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4096_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4096_SP_SET: PREFAB CONC. POST IN EARTH
 FB4096_STAMPING: 6 JMS 23 1978
 FB4096_MARK LOGO: NCSHC 
 FB4096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4096+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 FB4096
 FB4096  HISTORY     - Date     Condition        Report By
 FB4096  HISTORY     - 1978     MONUMENTED       NCSHC
 FB4096  HISTORY     - 19890726 GOOD             NCGS
 FB4096
 FB4096                          STATION DESCRIPTION
 FB4096
 FB4096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4096'STATION IS LOCATED APPROXIMATELY 2.5 KM (1.6 MI) SOUTH OF
 FB4096'ROBBINSVILLE.
 FB4096'PROCEED ALONG SR 1127 (KILMER ROAD) FOR 1.8 KM (1.1 MI) SOUTH FROM THE
 FB4096'SR 1106 (MAIN STREET) INTERSECTION AT THE GRAHAM COUNTY COURTHOUSE
 FB4096'(IN ROBBINSVILLE), TO SR 1110 (TATHAM GAP ROAD), THENCE SOUTH ALONG
 FB4096'SR 1110 FOR 2.7 KM (1.7 MI) , TO STATION ON EAST SIDE OF ROAD NEAR
 FB4096'DRIVEWAY AND DITCH.
 FB4096'MARK IS ABOUT 1 FOOT HIGHER THAN ROAD AND PROJECTING 3 INCHES ABOVE
 FB4096'GROUND SURFACE.  LOCATED 7.12 M (23.36 FT) EAST-SOUTHEAST OF THE
 FB4096'CENTERLINE OF ROAD, 5.55 M (18.21 FT) NORTH-NORTHEAST OF THE
 FB4096'CENTERLINE OF GRAVEL DRIVE--AND 9.33 M (30.61 FT) NORTH-NORTHEAST OF
 FB4096'POWER POLE BRACE POST, 5.86 M (19.23 FT) NORTHWEST OF 12-INCH MAPLE,
 FB4096'17.73 M (58.17 FT) SOUTHEAST OF 18-INCH MAPLE (ACROSS ROAD)--ALL
 FB4096'THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4055 ***********************************************************************
 FB4055  DESIGNATION -  6 JMS 24
 FB4055  PID         -  FB4055
 FB4055  STATE/COUNTY-  NC/GRAHAM
 FB4055  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4055
 FB4055                         *CURRENT SURVEY CONTROL
 FB4055  ___________________________________________________________________
 FB4055* NAD 83(2007)-  35 17 15.32581(N)    083 48 58.83894(W)     ADJUSTED  
 FB4055* NAVD 88     -       709.1    (meters)    2326.     (feet)  VERTCON   
 FB4055  ___________________________________________________________________
 FB4055  EPOCH DATE  -        2002.00
 FB4055  X           -     561,480.928 (meters)                     COMP
 FB4055  Y           -  -5,182,287.889 (meters)                     COMP
 FB4055  Z           -   3,664,350.131 (meters)                     COMP
 FB4055  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FB4055  ELLIP HEIGHT-         680.688 (meters)          (02/10/07) ADJUSTED
 FB4055  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FB4055
 FB4055  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4055  Type    PID    Designation                      North   East  Ellip
 FB4055  -------------------------------------------------------------------
 FB4055  NETWORK FB4055 6 JMS 24                          1.80   2.12   4.45
 FB4055  -------------------------------------------------------------------
 FB4055
 FB4055.The horizontal coordinates were established by GPS observations
 FB4055.and adjusted by the National Geodetic Survey in February 2007.
 FB4055
 FB4055.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4055.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4055.The horizontal coordinates are valid at the epoch date displayed above.
 FB4055.The epoch date for horizontal control is a decimal equivalence
 FB4055.of Year/Month/Day.
 FB4055
 FB4055.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4055
 FB4055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4055
 FB4055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4055
 FB4055.The ellipsoidal height was determined by GPS observations
 FB4055.and is referenced to NAD 83.
 FB4055
 FB4055.The geoid height was determined by GEOID03.
 FB4055
 FB4055;                    North         East     Units Scale Factor Converg.
 FB4055;SPC NC       -   181,189.968   171,697.442   MT  0.99987279   -2 46 47.5
 FB4055;SPC NC       -   594,454.09    563,310.69   sFT  0.99987279   -2 46 47.5
 FB4055;UTM  17      - 3,908,574.697   243,871.771   MT  1.00040854   -1 37 40.2
 FB4055
 FB4055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4055!SPC NC       -   0.99989317  x   0.99987279  =   0.99976597
 FB4055!UTM  17      -   0.99989317  x   1.00040854  =   1.00030167
 FB4055
 FB4055                          SUPERSEDED SURVEY CONTROL
 FB4055
 FB4055  NAD 83(2001)-  35 17 15.32545(N)    083 48 58.83943(W) AD(       ) 1
 FB4055  ELLIP H (03/27/03)  680.665  (m)                       GP(       ) 4 2
 FB4055  NAD 83(1995)-  35 17 15.32554(N)    083 48 58.83907(W) AD(       ) 1
 FB4055  NAD 83(1986)-  35 17 15.33115(N)    083 48 58.84986(W) AD(       ) 1
 FB4055  ELLIP H (05/28/93)  680.727  (m)                       GP(       ) 4 2
 FB4055  NGVD 29 (05/28/93)  709.2    (m)         2327.     (f) GPS OBS     3  
 FB4055
 FB4055.Superseded values are not recommended for survey control.
 FB4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4055.See file dsdata.txt to determine how the superseded data were derived.
 FB4055
 FB4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4387208575(NAD 83)
 FB4055_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4055_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4055_SP_SET: PREFAB CONC. POST IN EARTH
 FB4055_STAMPING: 6 JMS 24 1978
 FB4055_MARK LOGO: NCSHC 
 FB4055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4055+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 FB4055
 FB4055  HISTORY     - Date     Condition        Report By
 FB4055  HISTORY     - 1978     MONUMENTED       NCSHC
 FB4055  HISTORY     - 19890726 GOOD             NCGS
 FB4055
 FB4055                          STATION DESCRIPTION
 FB4055
 FB4055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4055'STATION IS LOCATED APPROXIMATELY 3.2 KM (2.0 MI) SOUTH OF
 FB4055'ROBBINSVILLE.
 FB4055'PROCEED ALONG SR 1127 (KILMER ROAD) FOR 1.8 KM (1.1 MI) SOUTH FROM THE
 FB4055'SR 1106 (MAIN STREET) INTERSECTION AT THE GRAHAM COUNTY COURTHOUSE
 FB4055'(IN ROBBINSVILLE), TO SR 1110 (TATHAM GAP ROAD), THENCE SOUTH ALONG
 FB4055'SR 1110 FOR 3.05 KM (1.90 MI) , TO STATION IN NORTHWEST SHOULDER NEAR
 FB4055'FIRE HYDRANT.
 FB4055'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND SURFACE.  LOCATED
 FB4055'3.77 M (12.37 FT) NORTHWEST OF THE CENTERLINE OF ROAD, 13.2 M
 FB4055'(43.3 FT) NORTH-NORTHEAST OF THE INTERSECTION OF GRAVEL DRIVE, AND
 FB4055'4.33 M (14.21 FT) NORTHEAST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2338 ***********************************************************************
 FB2338  DESIGNATION -  6 JMS 3
 FB2338  PID         -  FB2338
 FB2338  STATE/COUNTY-  NC/SWAIN
 FB2338  USGS QUAD   -  WESSER (1984)
 FB2338
 FB2338                         *CURRENT SURVEY CONTROL
 FB2338  ___________________________________________________________________
 FB2338* NAD 83(1986)-  35 22 24.     (N)    083 34 27.     (W)     SCALED    
 FB2338* NAVD 88     -       594.692  (meters)    1951.09   (feet)  ADJUSTED  
 FB2338  ___________________________________________________________________
 FB2338  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FB2338  DYNAMIC HT  -         594.077 (meters)    1949.07  (feet)  COMP
 FB2338  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 FB2338
 FB2338  VERT ORDER  -  FIRST     CLASS II
 FB2338
 FB2338.The horizontal coordinates were scaled from a topographic map and have
 FB2338.an estimated accuracy of +/- 6 seconds.
 FB2338
 FB2338.The orthometric height was determined by differential leveling
 FB2338.and adjusted in June 1991.
 FB2338
 FB2338.The geoid height was determined by GEOID03.
 FB2338
 FB2338.The dynamic height is computed by dividing the NAVD 88
 FB2338.geopotential number by the normal gravity value computed on the
 FB2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2338.degrees latitude (g = 980.6199 gals.).
 FB2338
 FB2338.The modeled gravity was interpolated from observed gravity values.
 FB2338
 FB2338;                    North         East    Units  Estimated Accuracy
 FB2338;SPC NC       -   189,650.      194,140.      MT  (+/- 180 meters Scaled)
 FB2338
 FB2338                          SUPERSEDED SURVEY CONTROL
 FB2338
 FB2338  NGVD 29 (12/12/91)  594.753  (m)         1951.29   (f) ADJUSTED    1 2
 FB2338
 FB2338.Superseded values are not recommended for survey control.
 FB2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2338.See file dsdata.txt to determine how the superseded data were derived.
 FB2338
 FB2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV661174(NAD 83)
 FB2338_MARKER: DD = SURVEY DISK
 FB2338_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2338_SP_SET: CONCRETE POST
 FB2338_STAMPING: 6 JMS 3 1978
 FB2338_MARK LOGO: NCHPWC
 FB2338_PROJECTION: RECESSED 24 CENTIMETERS
 FB2338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2338+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 FB2338
 FB2338  HISTORY     - Date     Condition        Report By
 FB2338  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2338  HISTORY     - 1983     GOOD             NGS
 FB2338  HISTORY     - 19990722 GOOD             NCGS
 FB2338
 FB2338                          STATION DESCRIPTION
 FB2338
 FB2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2338'IN ALMOND.
 FB2338'IN ALMOND, 0.3 KM (0.2 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 28 FROM
 FB2338'THE POST OFFICE IN ALMOND TO THE MARK ON THE RIGHT, ON THE EAST SIDE
 FB2338'OF A TRAIL ROAD LEADING UPHILL, 11.43 METERS (37.5 FT) WEST OF THE
 FB2338'CENTERLINE OF THE HIGHWAY, 5.48 METERS (18.0 FT) NORTHWEST OF
 FB2338'TELEPHONE JUNCTION BOX 311 15, 1.82 METERS (6.0 FT) EAST OF THE CENTER
 FB2338'OF THE TRAIL.
 FB2338'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 FB2338'THE MARK IS 3.05 M ABOVE HIGHWAY.
 FB2338
 FB2338                          STATION RECOVERY (1999)
 FB2338
 FB2338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2338'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 FB2338'LOCATED IN THE EAST EDGE OF THE GRAVEL TRAIL, 19.3 FT (5.9 M) SOUTH OF
 FB2338'THE SOUTH END OF THE WEST CULVERT HEADWALL.
 FB2338'--NOTE-- CONSIDERABLE ROAD CONSTRUCTION IN THE AREA, MAY BE IN DANGER
 FB2338'OF BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2339 ***********************************************************************
 FB2339  DESIGNATION -  6 JMS 4
 FB2339  PID         -  FB2339
 FB2339  STATE/COUNTY-  NC/SWAIN
 FB2339  USGS QUAD   -  NOLAND CREEK (1978)
 FB2339
 FB2339                         *CURRENT SURVEY CONTROL
 FB2339  ___________________________________________________________________
 FB2339* NAD 83(2001)-  35 22 50.67619(N)    083 34 35.98862(W)     ADJUSTED  
 FB2339* NAVD 88     -       593.275  (meters)    1946.44   (feet)  ADJUSTED  
 FB2339  ___________________________________________________________________
 FB2339  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FB2339  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB2339  DYNAMIC HT  -         592.660 (meters)    1944.42  (feet)  COMP
 FB2339  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 FB2339
 FB2339  HORZ ORDER  -  SECOND
 FB2339  VERT ORDER  -  FIRST     CLASS II
 FB2339
 FB2339.The horizontal coordinates were established by classical geodetic methods
 FB2339.and adjusted by the National Geodetic Survey in August 2005.
 FB2339
 FB2339.The orthometric height was determined by differential leveling
 FB2339.and adjusted in June 1991.
 FB2339
 FB2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2339
 FB2339.The geoid height was determined by GEOID03.
 FB2339
 FB2339.The dynamic height is computed by dividing the NAVD 88
 FB2339.geopotential number by the normal gravity value computed on the
 FB2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2339.degrees latitude (g = 980.6199 gals.).
 FB2339
 FB2339.The modeled gravity was interpolated from observed gravity values.
 FB2339
 FB2339;                    North         East     Units Scale Factor Converg.
 FB2339;SPC NC       -   190,481.689   193,949.695   MT  0.99987512   -2 38 29.5
 FB2339;SPC NC       -   624,938.67    636,316.62   sFT  0.99987512   -2 38 29.5
 FB2339;UTM  17      - 3,918,315.859   265,943.292   MT  1.00027517   -1 29 33.3
 FB2339
 FB2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2339!SPC NC       -   0.99991138  x   0.99987512  =   0.99978651
 FB2339!UTM  17      -   0.99991138  x   1.00027517  =   1.00018652
 FB2339
 FB2339                          SUPERSEDED SURVEY CONTROL
 FB2339
 FB2339  NAD 83(1995)-  35 22 50.67557(N)    083 34 35.98821(W) AD(       ) 2
 FB2339  NAD 83(1986)-  35 22 50.66431(N)    083 34 35.99352(W) AD(       ) 2
 FB2339  NGVD 29 (12/12/91)  593.335  (m)         1946.63   (f) ADJUSTED    1 2
 FB2339
 FB2339.Superseded values are not recommended for survey control.
 FB2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2339.See file dsdata.txt to determine how the superseded data were derived.
 FB2339
 FB2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6594318316(NAD 83)
 FB2339_MARKER: DD = SURVEY DISK
 FB2339_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2339_SP_SET: CONCRETE POST
 FB2339_STAMPING: 6 JMS 4 1978
 FB2339_MARK LOGO: NCHPWC
 FB2339_PROJECTION: FLUSH
 FB2339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2339+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 FB2339
 FB2339  HISTORY     - Date     Condition        Report By
 FB2339  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2339  HISTORY     - 1980     GOOD             NCGS
 FB2339  HISTORY     - 1983     GOOD             NGS
 FB2339  HISTORY     - 19990722 GOOD             NCGS
 FB2339
 FB2339                          STATION DESCRIPTION
 FB2339
 FB2339'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2339'THE STATION IS LOCATED IN THE ALMOND COMMUNITY AND APPROXIMATELY 8.4
 FB2339'MILES WEST-SOUTHWEST OF BRYSON CITY.
 FB2339'
 FB2339'TO REACH THE STATION FROM THE NC 28 BRIDGE OVER THE NANTAHALA RIVER
 FB2339'FORK OF FONTANA LAKE, PROCEED NORTHWEST ALONG NC 28 FOR 1.5 MILES TO
 FB2339'PRIVATE DRIVE ON RIGHT AND STATION AND 0.3 MILE NORTHWEST OF THE
 FB2339'ALMOND POST OFFICE.
 FB2339'
 FB2339'STATION MARK IS A STANDARD NCSHC DISK STAMPED---6 JMS 4 1978---SET IN
 FB2339'TOP OF A 4 INCH CONCRETE POST, FLUSH WITH THE GROUND SURFACE.  THE
 FB2339'MARK IS 51.6 FEET EAST-SOUTHEAST OF THE CENTERLINE OF NC 28, 11.0 FEET
 FB2339'EAST OF THE CENTERLINE OF GRAVEL DRIVE, 9.3 FEET SOUTH OF METAL SIGN
 FB2339'POST, 75.3 FEET SOUTHEAST OF 3 INCH MAPLE WITH REFERENCE TAG, 27.6
 FB2339'FEET SOUTH OF 4 INCH BIRCH WITH REFERENCE TAG AND 40.3 FEET NORTH-
 FB2339'NORTHWEST OF RAILROAD SPIKE IN TRIPLE 10 INCH MAPLE.
 FB2339'
 FB2339'6 JMS 3 IS A STANDARD NCSHC DISK STAMPED---6 JMS 3 1978---SET IN THE
 FB2339'TOP OF A 4 INCH CONCRETE POST, 2 INCHES BELOW GROUND SURFACE.  IT IS
 FB2339'LOCATED 0.3 MILE SOUTH OF ALMOND POST OFFICE AT EAST EDGE OF A RISING
 FB2339'DRIVEWAY APPROXIMATELY 8 FEET ABOVE WEST SIDE OF NC 28.  THE MARK IS
 FB2339'38.4 FEET WEST-SOUTHWEST OF THE CENTERLINE OF NC 28, 6.0 FEET EAST OF
 FB2339'THE CENTERLINE OF DIRT ROAD, 17.6 FEET EAST-NORTHEAST OF
 FB2339'CHISELED--X--PAINTED WHITE, ON FACE OF 48 INCH DIAMETER CONCRETE
 FB2339'RESERVOIR, 7.9 FEET NORTH-NORTHWEST OF 3 INCH DOGWOOD WITH REFERENCE
 FB2339'TAG AND 19.4 FEET SOUTHWEST OF CHISELED SQUARE ON CONCRETE HEADWALL.
 FB2339
 FB2339                          STATION RECOVERY (1983)
 FB2339
 FB2339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2339'0.5 KM (0.3 MI) NNW FROM ALMOND.
 FB2339'0.5 KM (0.3 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY 28 FROM THE POST
 FB2339'OFFICE IN ALMOND TO THE MARK ON THE RIGHT, ON THE EAST SIDE OF A
 FB2339'GRAVEL ROAD LEADING DOWN HILL, 15.54 METERS (51.0 FT) EAST OF THE
 FB2339'CENTERLINE OF THE HIGHWAY, 9.54 METERS (31.0 FT) SOUTH OF THE EAST
 FB2339'GATE POST OF A METAL GATE ACROSS THE GRAVEL ROAD, 48.77 METERS (160.0
 FB2339'FT) SOUTHEAST OF BM ALMOND 1980.
 FB2339'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 FB2339'THE MARK IS 0.91 M BELOW HIGHWAY.
 FB2339
 FB2339                          STATION RECOVERY (1999)
 FB2339
 FB2339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2339'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FB2339'MARK IS ABOUT 2-FEET LOWER THAN NC 28 AND ABOUT 2-FEET LOWER THAN NC
 FB2339'28. LOCATED 39.0 FT (11.9 M) SOUTH OF THE SOUTH END OF THE GUARD RAIL
 FB2339'ALONG THE EAST SIDE OF THE PRIVATE DRIVE, 29.5 FT (9.0 M)
 FB2339'EAST-NORTHEAST OF SOUTH END OF THE GUARD RAIL ALONG THE EAST SIDE OF
 FB2339'NC 28 AND 64.6 FT (19.7 M) NORTH OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2342 ***********************************************************************
 FB2342  DESIGNATION -  6 JMS 5
 FB2342  PID         -  FB2342
 FB2342  STATE/COUNTY-  NC/GRAHAM
 FB2342  USGS QUAD   -  NOLAND CREEK (1978)
 FB2342
 FB2342                         *CURRENT SURVEY CONTROL
 FB2342  ___________________________________________________________________
 FB2342* NAD 83(1986)-  35 23 41.     (N)    083 35 24.     (W)     SCALED    
 FB2342* NAVD 88     -       660.973  (meters)    2168.54   (feet)  ADJUSTED  
 FB2342  ___________________________________________________________________
 FB2342  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FB2342  DYNAMIC HT  -         660.286 (meters)    2166.29  (feet)  COMP
 FB2342  MODELED GRAV-     979,572.2   (mgal)                       NAVD 88
 FB2342
 FB2342  VERT ORDER  -  FIRST     CLASS II
 FB2342
 FB2342.The horizontal coordinates were scaled from a topographic map and have
 FB2342.an estimated accuracy of +/- 6 seconds.
 FB2342
 FB2342.The orthometric height was determined by differential leveling
 FB2342.and adjusted in June 1991.
 FB2342
 FB2342.The geoid height was determined by GEOID03.
 FB2342
 FB2342.The dynamic height is computed by dividing the NAVD 88
 FB2342.geopotential number by the normal gravity value computed on the
 FB2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2342.degrees latitude (g = 980.6199 gals.).
 FB2342
 FB2342.The modeled gravity was interpolated from observed gravity values.
 FB2342
 FB2342;                    North         East    Units  Estimated Accuracy
 FB2342;SPC NC       -   192,090.      192,810.      MT  (+/- 180 meters Scaled)
 FB2342
 FB2342                          SUPERSEDED SURVEY CONTROL
 FB2342
 FB2342  NGVD 29 (12/12/91)  661.033  (m)         2168.74   (f) ADJUSTED    1 2
 FB2342
 FB2342.Superseded values are not recommended for survey control.
 FB2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2342.See file dsdata.txt to determine how the superseded data were derived.
 FB2342
 FB2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV647198(NAD 83)
 FB2342_MARKER: DD = SURVEY DISK
 FB2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2342_SP_SET: CONCRETE POST
 FB2342_STAMPING: 6 JMS 5 1978
 FB2342_MARK LOGO: NCHPWC
 FB2342_PROJECTION: FLUSH
 FB2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2342+STABILITY: SURFACE MOTION
 FB2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2342+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1989
 FB2342
 FB2342  HISTORY     - Date     Condition        Report By
 FB2342  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2342  HISTORY     - 1983     GOOD             NGS
 FB2342  HISTORY     - 19890731 GOOD             NCGS
 FB2342
 FB2342                          STATION DESCRIPTION
 FB2342
 FB2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2342'2.65 KM (1.65 MI) NNW FROM ALMOND.
 FB2342'2.65 KM (1.65 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY 28 FROM THE POST
 FB2342'OFFICE IN ALMOND TO THE MARK ON THE RIGHT, ON THE WEST SIDE OF A
 FB2342'GRAVEL DRIVEWAY AT THE SWAIN-GRAHAM COUNTY LINE, 21.85 METERS
 FB2342'(69.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.20 METERS
 FB2342'(63.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED CONCRETE
 FB2342'BLOCK BUILDING, 10.36 METERS (34.0 FT) WEST OF THE CENTER OF A GRAVEL
 FB2342'DRIVEWAY.
 FB2342'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 FB2342'THE MARK IS 0.18 M BELOW HIGHWAY.
 FB2342
 FB2342                          STATION RECOVERY (1989)
 FB2342
 FB2342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2343 ***********************************************************************
 FB2343  DESIGNATION -  6 JMS 6
 FB2343  PID         -  FB2343
 FB2343  STATE/COUNTY-  NC/GRAHAM
 FB2343  USGS QUAD   -  NOLAND CREEK (1978)
 FB2343
 FB2343                         *CURRENT SURVEY CONTROL
 FB2343  ___________________________________________________________________
 FB2343* NAD 83(1986)-  35 23 38.     (N)    083 35 36.     (W)     SCALED    
 FB2343* NAVD 88     -       673.277  (meters)    2208.91   (feet)  ADJUSTED  
 FB2343  ___________________________________________________________________
 FB2343  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FB2343  DYNAMIC HT  -         672.577 (meters)    2206.61  (feet)  COMP
 FB2343  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 FB2343
 FB2343  VERT ORDER  -  FIRST     CLASS II
 FB2343
 FB2343.The horizontal coordinates were scaled from a topographic map and have
 FB2343.an estimated accuracy of +/- 6 seconds.
 FB2343
 FB2343.The orthometric height was determined by differential leveling
 FB2343.and adjusted in June 1991.
 FB2343
 FB2343.The geoid height was determined by GEOID03.
 FB2343
 FB2343.The dynamic height is computed by dividing the NAVD 88
 FB2343.geopotential number by the normal gravity value computed on the
 FB2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2343.degrees latitude (g = 980.6199 gals.).
 FB2343
 FB2343.The modeled gravity was interpolated from observed gravity values.
 FB2343
 FB2343;                    North         East    Units  Estimated Accuracy
 FB2343;SPC NC       -   192,010.      192,500.      MT  (+/- 180 meters Scaled)
 FB2343
 FB2343                          SUPERSEDED SURVEY CONTROL
 FB2343
 FB2343  NGVD 29 (12/12/91)  673.338  (m)         2209.11   (f) ADJUSTED    1 2
 FB2343
 FB2343.Superseded values are not recommended for survey control.
 FB2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2343.See file dsdata.txt to determine how the superseded data were derived.
 FB2343
 FB2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV644198(NAD 83)
 FB2343_MARKER: DD = SURVEY DISK
 FB2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2343_SP_SET: CONCRETE POST
 FB2343_STAMPING: 6 JMS 6 1978
 FB2343_MARK LOGO: NCHPWC
 FB2343_PROJECTION: RECESSED 3 CENTIMETERS
 FB2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2343+STABILITY: SURFACE MOTION
 FB2343
 FB2343  HISTORY     - Date     Condition        Report By
 FB2343  HISTORY     - 1978     MONUMENTED       NCHPWC
 FB2343  HISTORY     - 1983     GOOD             NGS
 FB2343
 FB2343                          STATION DESCRIPTION
 FB2343
 FB2343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2343'2.95 KM (1.85 MI) NNW FROM ALMOND.
 FB2343'2.95 KM (1.85 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY 28 FROM THE POST
 FB2343'OFFICE IN ALMOND TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTHWEST
 FB2343'OF THE JUNCTION OF PAVED ENTRANCE FOR TSALI CAMPGROUND, 7.62 METERS
 FB2343'(25.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.00 METERS
 FB2343'(55.5 FT) NORTHEAST OF A METAL POST SUPPORTING A HIGHWAY CAUTION CURVE
 FB2343'SIGN.
 FB2343'THE MARK IS 0.18 METERS  SE FROM A WITNESS POST.
 FB2343'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2625 ***********************************************************************
 FZ2625  DESIGNATION -  6 JS 1
 FZ2625  PID         -  FZ2625
 FZ2625  STATE/COUNTY-  NC/WILKES
 FZ2625  USGS QUAD   -  WILKESBORO (1966)
 FZ2625
 FZ2625                         *CURRENT SURVEY CONTROL
 FZ2625  ___________________________________________________________________
 FZ2625* NAD 83(2001)-  36 08 55.78797(N)    081 10 34.77481(W)     ADJUSTED  
 FZ2625* NAVD 88     -       299.36   (+/-2cm)     982.2    (feet)  VERTCON   
 FZ2625  ___________________________________________________________________
 FZ2625  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FZ2625  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FZ2625  HORZ ORDER  -  SECOND
 FZ2625  VERT ORDER  -  THIRD ? (See Below)
 FZ2625
 FZ2625.The horizontal coordinates were established by classical geodetic methods
 FZ2625.and adjusted by the National Geodetic Survey in August 2005.
 FZ2625
 FZ2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2625.The vertical order pertains to the NGVD 29 superseded value.
 FZ2625
 FZ2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2625
 FZ2625.The geoid height was determined by GEOID03.
 FZ2625
 FZ2625;                    North         East     Units Scale Factor Converg.
 FZ2625;SPC NC       -   268,261.355   413,761.629   MT  0.99999507   -1 15 22.0
 FZ2625;SPC NC       -   880,120.80  1,357,482.94   sFT  0.99999507   -1 15 22.0
 FZ2625;UTM  17      - 4,000,470.478   484,138.033   MT  0.99960310   -0 06 14.4
 FZ2625
 FZ2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2625!SPC NC       -   0.99995820  x   0.99999507  =   0.99995327
 FZ2625!UTM  17      -   0.99995820  x   0.99960310  =   0.99956132
 FZ2625
 FZ2625                          SUPERSEDED SURVEY CONTROL
 FZ2625
 FZ2625  NAD 83(1995)-  36 08 55.78924(N)    081 10 34.77667(W) AD(       ) 2
 FZ2625  NAD 83(1993)-  36 08 55.79386(N)    081 10 34.78089(W) AD(       ) 2
 FZ2625  NAD 83(1986)-  36 08 55.79128(N)    081 10 34.78393(W) AD(       ) 2
 FZ2625  NGVD 29 (06/26/91)  299.52   (m)          982.7    (f) LEVELING    3  
 FZ2625
 FZ2625.Superseded values are not recommended for survey control.
 FZ2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2625.See file dsdata.txt to determine how the superseded data were derived.
 FZ2625
 FZ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8413800470(NAD 83)
 FZ2625_MARKER: DE = TRAVERSE STATION DISK
 FZ2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2625_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ2625_STAMPING: 6 JS 1 1960
 FZ2625_MARK LOGO: NCDOT 
 FZ2625_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2625+STABILITY: SURFACE MOTION
 FZ2625
 FZ2625  HISTORY     - Date     Condition        Report By
 FZ2625  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2625
 FZ2625                          STATION DESCRIPTION
 FZ2625
 FZ2625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2625'THE STATION IS LOCATED
 FZ2625'IN THE WEST SECTION OF WILKESBORO.
 FZ2625'
 FZ2625'AT THE SR 1185 (BRIDGE ROAD) BRIDGE OVER THE YADKIN RIVER, IN THE
 FZ2625'NORTH CURB AT THE EAST END OF BRIDGE.
 FZ2625'
 FZ2625'THE STATION IS A STANDARD SHC DISK STAMPED---6 JS 1 1960---SET IN A
 FZ2625'DRILL HOLE IN CURB.
 FZ2625'
 FZ2625'NCDOT ELEVATION (NAVD 1929) 982.69 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4857 ***********************************************************************
 FA4857  DESIGNATION -  6 JWG
 FA4857  PID         -  FA4857
 FA4857  STATE/COUNTY-  NC/GASTON
 FA4857  USGS QUAD   -  WACO (1973)
 FA4857
 FA4857                         *CURRENT SURVEY CONTROL
 FA4857  ___________________________________________________________________
 FA4857* NAD 83(2001)-  35 22 28.30546(N)    081 24 05.61850(W)     NO CHECK  
 FA4857* NAVD 88     -       285.23   (+/-2cm)     935.8    (feet)  VERTCON   
 FA4857  ___________________________________________________________________
 FA4857  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FA4857  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FA4857  HORZ ORDER  -  SECOND
 FA4857  VERT ORDER  -  THIRD (See Below)
 FA4857
 FA4857.The horizontal coordinates were established by classical geodetic methods
 FA4857.and adjusted by the National Geodetic Survey in August 2005.
 FA4857.No horizontal observational check was made to the station.
 FA4857
 FA4857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4857.The vertical order pertains to the NGVD 29 superseded value.
 FA4857
 FA4857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4857
 FA4857.The geoid height was determined by GEOID03.
 FA4857
 FA4857;                    North         East     Units Scale Factor Converg.
 FA4857;SPC NC       -   182,848.499   391,419.354   MT  0.99987488   -1 23 10.0
 FA4857;SPC NC       -   599,895.45  1,284,181.66   sFT  0.99987488   -1 23 10.0
 FA4857;UTM  17      - 3,914,652.223   463,524.570   MT  0.99961640   -0 13 56.9
 FA4857
 FA4857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4857!SPC NC       -   0.99996021  x   0.99987488  =   0.99983510
 FA4857!UTM  17      -   0.99996021  x   0.99961640  =   0.99957663
 FA4857
 FA4857                          SUPERSEDED SURVEY CONTROL
 FA4857
 FA4857  NAD 83(1986)-  35 22 28.32054(N)    081 24 05.61956(W) AD(       ) 2
 FA4857  NGVD 29 (09/01/92)  285.45   (m)          936.5    (f) LEVELING    3  
 FA4857
 FA4857.Superseded values are not recommended for survey control.
 FA4857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4857.See file dsdata.txt to determine how the superseded data were derived.
 FA4857
 FA4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6352514652(NAD 83)
 FA4857_MARKER: DB = BENCH MARK DISK
 FA4857_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FA4857_SP_SET: CONCRETE LAMP BASE
 FA4857_STAMPING: 6 JWG 1973
 FA4857_MARK LOGO: USGS  
 FA4857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4857+STABILITY: SURFACE MOTION
 FA4857
 FA4857  HISTORY     - Date     Condition        Report By
 FA4857  HISTORY     - 1973     MONUMENTED       USGS
 FA4857  HISTORY     - 19840101 GOOD             NCGS
 FA4857  HISTORY     - 20000107 GOOD             USPSQD
 FA4857
 FA4857                          STATION DESCRIPTION
 FA4857
 FA4857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4857'THE STATION IS LOCATED IN CHERRYVILLE.
 FA4857'ALONG NC 150 FOR 1.95 M (6.40 FT) WEST-SOUTHWEST OF NC 274 (IN
 FA4857'CHERRYVILLE), AT BEAM FORD DEALERSHIP.
 FA4857'MARK IS 3 FEET HIGHER THAN THE HIGHWAY.  LOCATED 52.8 FT (16.1 M)
 FA4857'SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 150, 33.8 FT (10.3 M)
 FA4857'EAST-NORTHEAST OF THE CENTERLINE OF THE EAST MOST ENTRANCE DRIVE TO
 FA4857'BEAM FORD, 54.8 FT (16.7 M) EAST-NORTHEAST OF THE--BEAM FORD--SIGN,
 FA4857'AND 134.8 FT (41.1 M) NORTH OF THE NORTHEAST CORNER OF THE SHOWROOM.
 FA4857
 FA4857                          STATION RECOVERY (2000)
 FA4857
 FA4857'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4746 ***********************************************************************
 AH4746  DESIGNATION -  6 LB 2
 AH4746  PID         -  AH4746
 AH4746  STATE/COUNTY-  NC/WAKE
 AH4746  USGS QUAD   -  GARNER (1993)
 AH4746
 AH4746                         *CURRENT SURVEY CONTROL
 AH4746  ___________________________________________________________________
 AH4746* NAD 83(2007)-  35 40 21.37309(N)    078 34 33.11313(W)     ADJUSTED  
 AH4746* NAVD 88     -       106.83   (meters)     350.5    (feet)  LEVELING  
 AH4746  ___________________________________________________________________
 AH4746  EPOCH DATE  -        2002.00
 AH4746  X           -   1,027,455.082 (meters)                     COMP
 AH4746  Y           -  -5,084,554.371 (meters)                     COMP
 AH4746  Z           -   3,698,784.837 (meters)                     COMP
 AH4746  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 AH4746  ELLIP HEIGHT-          73.440 (meters)          (02/10/07) ADJUSTED
 AH4746  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AH4746
 AH4746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4746  Type    PID    Designation                      North   East  Ellip
 AH4746  -------------------------------------------------------------------
 AH4746  NETWORK AH4746 6 LB 2                            1.12   0.74   1.69
 AH4746  -------------------------------------------------------------------
 AH4746  VERT ORDER  -  THIRD ?
 AH4746
 AH4746.The horizontal coordinates were established by GPS observations
 AH4746.and adjusted by the National Geodetic Survey in February 2007.
 AH4746
 AH4746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4746.The horizontal coordinates are valid at the epoch date displayed above.
 AH4746.The epoch date for horizontal control is a decimal equivalence
 AH4746.of Year/Month/Day.
 AH4746
 AH4746.The orthometric height was determined by differential leveling.
 AH4746.The vertical network tie was performed by a horz. field party for horz.
 AH4746.obs reductions. Reset procedures were used to establish the elevation.
 AH4746
 AH4746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4746
 AH4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4746
 AH4746.The ellipsoidal height was determined by GPS observations
 AH4746.and is referenced to NAD 83.
 AH4746
 AH4746.The geoid height was determined by GEOID03.
 AH4746
 AH4746;                    North         East     Units Scale Factor Converg.
 AH4746;SPC NC       -   213,358.847   647,996.280   MT  0.99989949   +0 14 41.3
 AH4746;SPC NC       -   699,994.82  2,125,967.80   sFT  0.99989949   +0 14 41.3
 AH4746;UTM  17      - 3,950,343.969   719,402.140   MT  1.00019322   +1 24 51.1
 AH4746
 AH4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4746!SPC NC       -   0.99998847  x   0.99989949  =   0.99988796
 AH4746!UTM  17      -   0.99998847  x   1.00019322  =   1.00018169
 AH4746
 AH4746:                Primary Azimuth Mark                     Grid Az
 AH4746:SPC NC       -  6 LB 2 AZ MK                             342 31 18.4
 AH4746:UTM  17      -  6 LB 2 AZ MK                             341 21 08.6
 AH4746
 AH4746|---------------------------------------------------------------------|
 AH4746| PID    Reference Object                     Distance      Geod. Az  |
 AH4746|                                                           dddmmss.s |
 AH4746| AH4747 6 LB 2 AZ MK                        APPROX. 0.6 KM 3424559.7 |
 AH4746|---------------------------------------------------------------------|
 AH4746
 AH4746                          SUPERSEDED SURVEY CONTROL
 AH4746
 AH4746  NAD 83(2001)-  35 40 21.37325(N)    078 34 33.11305(W) AD(       ) 1
 AH4746  ELLIP H (03/13/03)   73.449  (m)                       GP(       ) 4 2
 AH4746  NAD 83(1986)-  35 40 21.37805(N)    078 34 33.12302(W) AD(       ) 1
 AH4746
 AH4746.Superseded values are not recommended for survey control.
 AH4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4746.See file dsdata.txt to determine how the superseded data were derived.
 AH4746
 AH4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1940250344(NAD 83)
 AH4746_MARKER: DD = SURVEY DISK
 AH4746_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4746_STAMPING: 6 LB 2 1972
 AH4746_MARK LOGO: NCDOT 
 AH4746_PROJECTION: FLUSH
 AH4746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4746+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 AH4746
 AH4746  HISTORY     - Date     Condition        Report By
 AH4746  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4746  HISTORY     - 19911022 GOOD             NCGS
 AH4746  HISTORY     - 20050830 GOOD             GEOCAC
 AH4746  HISTORY     - 20060919 GOOD             USPSQD
 AH4746
 AH4746                          STATION DESCRIPTION
 AH4746
 AH4746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 AH4746'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF GARNER, 8.3 MI
 AH4746'(13.4 KM) SOUTH-SOUTHEAST OF RALEIGH. ALONG SR 2547 (WHITE OAK RD) FOR
 AH4746'1.75 MI (2.82 KM) SOUTH FROM US 70, OR ABOUT 0.1 MI (0.2 KM) NORTH OF
 AH4746'JUNCTION WITH SR 2700 AT HEBRON CHURCH RD, ON TOP OF EAST BANK UNDER A
 AH4746'POWER TRANSMISSION LINE, AND ABOUT 225 FT (68.6 M) NORTH OF--WILKINS
 AH4746'STORE--. MARK IS 3-FEET HIGHER THAN ROAD AND RECESSED 2 INCHES BELOW
 AH4746'GROUND. LOCATED 26.5 FT (8.1 M) EAST OF THE CENTERLINE OF ROAD, 93.8
 AH4746'FT (28.6 M) SOUTHWEST OF A CONCRETE WELL COVER--AND 71.1 FT (21.7 M)
 AH4746'NORTH OF A TELEPHONE PEDESTAL BESIDE POWER POLE, 105.4 FT (32.1 M)
 AH4746'WEST-NORTHWEST OF A POWER TRANSMISSION LINE POLE--BOTH WITH REFERENCE
 AH4746'TAGS.
 AH4746
 AH4746                          STATION RECOVERY (2005)
 AH4746
 AH4746'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AH4746'RECOVERED AS DESCRIBED.
 AH4746
 AH4746                          STATION RECOVERY (2006)
 AH4746
 AH4746'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH4746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4747 ***********************************************************************
 AH4747  DESIGNATION -  6 LB 2 AZ MK
 AH4747  PID         -  AH4747
 AH4747  STATE/COUNTY-  NC/WAKE
 AH4747  USGS QUAD   -  GARNER (1993)
 AH4747
 AH4747                         *CURRENT SURVEY CONTROL
 AH4747  ___________________________________________________________________
 AH4747* NAD 83(2007)-  35 40 40.62807(N)    078 34 40.43301(W)     ADJUSTED  
 AH4747* NAVD 88     -       103.5    (meters)     340.     (feet)  GPS OBS   
 AH4747  ___________________________________________________________________
 AH4747  EPOCH DATE  -        2002.00
 AH4747  X           -   1,027,205.573 (meters)                     COMP
 AH4747  Y           -  -5,084,248.964 (meters)                     COMP
 AH4747  Z           -   3,699,264.995 (meters)                     COMP
 AH4747  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 AH4747  ELLIP HEIGHT-          70.143 (meters)          (02/10/07) ADJUSTED
 AH4747  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AH4747
 AH4747  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4747  Type    PID    Designation                      North   East  Ellip
 AH4747  -------------------------------------------------------------------
 AH4747  NETWORK AH4747 6 LB 2 AZ MK                      1.04   0.57   1.27
 AH4747  -------------------------------------------------------------------
 AH4747
 AH4747.The horizontal coordinates were established by GPS observations
 AH4747.and adjusted by the National Geodetic Survey in February 2007.
 AH4747
 AH4747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4747.The horizontal coordinates are valid at the epoch date displayed above.
 AH4747.The epoch date for horizontal control is a decimal equivalence
 AH4747.of Year/Month/Day.
 AH4747
 AH4747.The orthometric height was determined by GPS observations and a
 AH4747.high-resolution geoid model.
 AH4747
 AH4747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4747
 AH4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4747
 AH4747.The ellipsoidal height was determined by GPS observations
 AH4747.and is referenced to NAD 83.
 AH4747
 AH4747.The geoid height was determined by GEOID03.
 AH4747
 AH4747;                    North         East     Units Scale Factor Converg.
 AH4747;SPC NC       -   213,951.441   647,809.692   MT  0.99990018   +0 14 37.0
 AH4747;SPC NC       -   701,939.02  2,125,355.63   sFT  0.99990018   +0 14 37.0
 AH4747;UTM  17      - 3,950,932.804   719,203.438   MT  1.00019215   +1 24 47.5
 AH4747
 AH4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4747!SPC NC       -   0.99998899  x   0.99990018  =   0.99988917
 AH4747!UTM  17      -   0.99998899  x   1.00019215  =   1.00018114
 AH4747
 AH4747:                Primary Azimuth Mark                     Grid Az
 AH4747:SPC NC       -  6 LB 2                                   162 31 18.4
 AH4747:UTM  17      -  6 LB 2                                   161 21 07.9
 AH4747
 AH4747|---------------------------------------------------------------------|
 AH4747| PID    Reference Object                     Distance      Geod. Az  |
 AH4747|                                                           dddmmss.s |
 AH4747| AH4746 6 LB 2                              APPROX. 0.6 KM 1624555.4 |
 AH4747|---------------------------------------------------------------------|
 AH4747
 AH4747                          SUPERSEDED SURVEY CONTROL
 AH4747
 AH4747  NAD 83(2001)-  35 40 40.62820(N)    078 34 40.43296(W) AD(       ) 1
 AH4747  ELLIP H (03/13/03)   70.152  (m)                       GP(       ) 4 2
 AH4747  NAD 83(1986)-  35 40 40.63271(N)    078 34 40.44315(W) AD(       ) 1
 AH4747
 AH4747.Superseded values are not recommended for survey control.
 AH4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4747.See file dsdata.txt to determine how the superseded data were derived.
 AH4747
 AH4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1920350933(NAD 83)
 AH4747_MARKER: A = ALUMINUM MARKER
 AH4747_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AH4747_STAMPING: 6 LB 2 AZ 1 1980
 AH4747_MARK LOGO: NCDOT 
 AH4747_PROJECTION: FLUSH
 AH4747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4747+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2008
 AH4747
 AH4747  HISTORY     - Date     Condition        Report By
 AH4747  HISTORY     - 1980     MONUMENTED       NCDOT
 AH4747  HISTORY     - 19911022 GOOD             NCGS
 AH4747  HISTORY     - 20080812 GOOD             GEOCAC
 AH4747
 AH4747                          STATION DESCRIPTION
 AH4747
 AH4747'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 AH4747'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF GARNER, 7.9 MI
 AH4747'(12.7 KM) SOUTH-SOUTHEAST OF RALEIGH. ALONG SR 2547 (WHITE OAK RD) FOR
 AH4747'1.35 MI (2.17 KM) SOUTH FROM US 70, OR 0.5 MI (0.8 KM) NORTH OF
 AH4747'JUNCTION WITH SR 2700 AT HEBRON CHURCH RD, ON NORTH SIDE OF A GRAVEL
 AH4747'DRIVE LEADING WEST. MARK IS 1-FOOT HIGHER THAN THE ROAD AND RECESSED 1
 AH4747'INCH BELOW GROUND. LOCATED 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF
 AH4747'THE ROAD, 21.1 FT (6.4 M) NORTH-NORTHWEST OF THE SOUTH END OF THE
 AH4747'DRIVE CULVERT, 51.3 FT (15.6 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 AH4747'OF A FRAME HOUSE, 8.0 FT (2.4 M) SOUTH OF A CORNER POST OF A WOOD
 AH4747'FENCE, AND 79.0 FT (24.1 M) NORTH OF A POWER POLE WITH REFERENCE TAG.
 AH4747
 AH4747                          STATION RECOVERY (2008)
 AH4747
 AH4747'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 AH4747'RECOVERED IN GOOD CONDITION. HOUSE NUMBER IS 7680. DELETE FENCE POST,
 AH4747'WHICH HAS BEEN REMOVED. MONUMENT PROJECTS 3 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4743 ***********************************************************************
 AH4743  DESIGNATION -  6 LB 3
 AH4743  PID         -  AH4743
 AH4743  STATE/COUNTY-  NC/WAKE
 AH4743  USGS QUAD   -  GARNER (1993)
 AH4743
 AH4743                         *CURRENT SURVEY CONTROL
 AH4743  ___________________________________________________________________
 AH4743* NAD 83(2007)-  35 39 43.86469(N)    078 32 48.21965(W)     ADJUSTED  
 AH4743* NAVD 88     -       108.01   (meters)     354.4    (feet)  LEVELING  
 AH4743  ___________________________________________________________________
 AH4743  EPOCH DATE  -        2002.00
 AH4743  X           -   1,030,174.652 (meters)                     COMP
 AH4743  Y           -  -5,084,692.671 (meters)                     COMP
 AH4743  Z           -   3,697,846.262 (meters)                     COMP
 AH4743  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 AH4743  ELLIP HEIGHT-          74.473 (meters)          (02/10/07) ADJUSTED
 AH4743  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AH4743
 AH4743  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4743  Type    PID    Designation                      North   East  Ellip
 AH4743  -------------------------------------------------------------------
 AH4743  NETWORK AH4743 6 LB 3                            0.82   0.65   1.33
 AH4743  -------------------------------------------------------------------
 AH4743  VERT ORDER  -  THIRD ?
 AH4743
 AH4743.The horizontal coordinates were established by GPS observations
 AH4743.and adjusted by the National Geodetic Survey in February 2007.
 AH4743
 AH4743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4743.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4743.The horizontal coordinates are valid at the epoch date displayed above.
 AH4743.The epoch date for horizontal control is a decimal equivalence
 AH4743.of Year/Month/Day.
 AH4743
 AH4743.The orthometric height was determined by differential leveling.
 AH4743.The vertical network tie was performed by a horz. field party for horz.
 AH4743.obs reductions. Reset procedures were used to establish the elevation.
 AH4743
 AH4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4743
 AH4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4743
 AH4743.The ellipsoidal height was determined by GPS observations
 AH4743.and is referenced to NAD 83.
 AH4743
 AH4743.The geoid height was determined by GEOID03.
 AH4743
 AH4743;                    North         East     Units Scale Factor Converg.
 AH4743;SPC NC       -   212,214.615   650,639.189   MT  0.99989817   +0 15 41.8
 AH4743;SPC NC       -   696,240.78  2,134,638.74   sFT  0.99989817   +0 15 41.8
 AH4743;UTM  17      - 3,949,253.581   722,068.653   MT  1.00020773   +1 25 51.1
 AH4743
 AH4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4743!SPC NC       -   0.99998831  x   0.99989817  =   0.99988648
 AH4743!UTM  17      -   0.99998831  x   1.00020773  =   1.00019604
 AH4743
 AH4743                          SUPERSEDED SURVEY CONTROL
 AH4743
 AH4743  NAD 83(2001)-  35 39 43.86483(N)    078 32 48.21959(W) AD(       ) 1
 AH4743  ELLIP H (03/13/03)   74.482  (m)                       GP(       ) 4 2
 AH4743  NAD 83(1986)-  35 39 43.86963(N)    078 32 48.22922(W) AD(       ) 1
 AH4743
 AH4743.Superseded values are not recommended for survey control.
 AH4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4743.See file dsdata.txt to determine how the superseded data were derived.
 AH4743
 AH4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2206949254(NAD 83)
 AH4743_MARKER: DD = SURVEY DISK
 AH4743_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4743_STAMPING: 6 LB 3 1972
 AH4743_MARK LOGO: NCDOT 
 AH4743_PROJECTION: FLUSH
 AH4743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4743+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 AH4743
 AH4743  HISTORY     - Date     Condition        Report By
 AH4743  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4743  HISTORY     - 19911022 GOOD             NCGS
 AH4743  HISTORY     - 20050830 GOOD             GEOCAC
 AH4743  HISTORY     - 20060920 GOOD             USPSQD
 AH4743
 AH4743                          STATION DESCRIPTION
 AH4743
 AH4743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 AH4743'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF GARNER. ALONG SR
 AH4743'2700 (WHITE OAK RD) FOR 1.0 MI (1.6 KM) EAST FROM THE OVERPASS OF
 AH4743'I-40, OR 1.9 MI (3.1 KM) SOUTH ALONG SR 2555 (RAYNOR RD) FROM US 70,
 AH4743'IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION BESIDE THE MOUNT
 AH4743'HERMAN CHURCH CEMETERY. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AH4743'LOCATED ABOUT 300 FT (91.4 M) NORTH OF THE CENTERLINE OF THE
 AH4743'T-INTERSECTION, 34.5 FT (10.5 M) WEST OF THE CENTERLINE OF SR 2555,
 AH4743'74.2 FT (22.6 M) NORTH OF THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 AH4743'17.7 FT (5.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AH4743'THE--LEONARD AND ROSSIE BARBOUR--HEADSTONE, 20.0 FT (6.1 M) EAST OF
 AH4743'THE--LUCY J.W. MURRAY--HEADSTONE, AND 65.2 FT (19.9 M) NORTH OF A
 AH4743'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH LAMP AND REFERENCE TAG.
 AH4743
 AH4743                          STATION RECOVERY (2005)
 AH4743
 AH4743'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AH4743'RECOVERED AS DESCRIBED. ALL REFERENCES GOOD.
 AH4743' 
 AH4743
 AH4743                          STATION RECOVERY (2006)
 AH4743
 AH4743'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH4743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0227 ***********************************************************************
 EZ0227  DESIGNATION -  6 LB 35
 EZ0227  PID         -  EZ0227
 EZ0227  STATE/COUNTY-  NC/JOHNSTON
 EZ0227  USGS QUAD   -  FOUR OAKS (1986)
 EZ0227
 EZ0227                         *CURRENT SURVEY CONTROL
 EZ0227  ___________________________________________________________________
 EZ0227* NAD 83(2001)-  35 26 20.20277(N)    078 23 13.82073(W)     ADJUSTED  
 EZ0227* NAVD 88     -        54.415  (meters)     178.53   (feet)  ADJUSTED  
 EZ0227  ___________________________________________________________________
 EZ0227  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EZ0227  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EZ0227  DYNAMIC HT  -          54.367 (meters)     178.37  (feet)  COMP
 EZ0227  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 EZ0227
 EZ0227  HORZ ORDER  -  SECOND
 EZ0227  VERT ORDER  -  SECOND    CLASS II
 EZ0227
 EZ0227.The horizontal coordinates were established by classical geodetic methods
 EZ0227.and adjusted by the National Geodetic Survey in August 2005.
 EZ0227
 EZ0227.The orthometric height was determined by differential leveling
 EZ0227.and adjusted in June 1991.
 EZ0227
 EZ0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0227
 EZ0227.The geoid height was determined by GEOID03.
 EZ0227
 EZ0227.The dynamic height is computed by dividing the NAVD 88
 EZ0227.geopotential number by the normal gravity value computed on the
 EZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0227.degrees latitude (g = 980.6199 gals.).
 EZ0227
 EZ0227.The modeled gravity was interpolated from observed gravity values.
 EZ0227
 EZ0227;                    North         East     Units Scale Factor Converg.
 EZ0227;SPC NC       -   187,526.891   665,237.588   MT  0.99987791   +0 21 13.3
 EZ0227;SPC NC       -   615,244.47  2,182,533.65   sFT  0.99987791   +0 21 13.3
 EZ0227;UTM  17      - 3,924,859.099   737,171.765   MT  1.00029325   +1 30 56.6
 EZ0227
 EZ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0227!SPC NC       -   0.99999682  x   0.99987791  =   0.99987473
 EZ0227!UTM  17      -   0.99999682  x   1.00029325  =   1.00029007
 EZ0227
 EZ0227:                Primary Azimuth Mark                     Grid Az
 EZ0227:SPC NC       -  6 LB 36                                  276 04 52.1
 EZ0227:UTM  17      -  6 LB 36                                  274 55 08.8
 EZ0227
 EZ0227|---------------------------------------------------------------------|
 EZ0227| PID    Reference Object                     Distance      Geod. Az  |
 EZ0227|                                                           dddmmss.s |
 EZ0227| EZ4645 6 LB 36                             429.462 METERS 2762605.4 |
 EZ0227|---------------------------------------------------------------------|
 EZ0227
 EZ0227                          SUPERSEDED SURVEY CONTROL
 EZ0227
 EZ0227  NAD 83(1986)-  35 26 20.20954(N)    078 23 13.83110(W) AD(       ) 2
 EZ0227  NAD 27      -  35 26 19.62778(N)    078 23 14.81815(W) AD(       ) 2
 EZ0227  NGVD 29 (??/??/92)   54.702  (m)          179.47   (f) ADJ UNCH    2 2
 EZ0227
 EZ0227.Superseded values are not recommended for survey control.
 EZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0227.See file dsdata.txt to determine how the superseded data were derived.
 EZ0227
 EZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3717224859(NAD 83)
 EZ0227_MARKER: DE = TRAVERSE STATION DISK
 EZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0227_STAMPING: 6 LB 35 1972
 EZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0227+STABILITY: SURFACE MOTION
 EZ0227
 EZ0227  HISTORY     - Date     Condition        Report By
 EZ0227  HISTORY     - 1973     MONUMENTED       NCHC
 EZ0227  HISTORY     - 1974     GOOD             NCGS
 EZ0227
 EZ0227                          STATION DESCRIPTION
 EZ0227
 EZ0227'DESCRIBED BY NC HIGHWAY COMM 1973 (JWC)
 EZ0227'6 LB 35 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 EZ0227'OF FOUR OAKS, NORTH CAROLINA.
 EZ0227'
 EZ0227'6 LB 35 IS LOCATED APPROXIMATELY 2.4 MILES EAST OF FOUR OAKS AND 5.5
 EZ0227'MILES SOUTHWEST OF SMITHFIELD.  TO REACH STATION FROM US 701
 EZ0227'OVERPASS OF I-95, PROCEED SOUTH ALONG US 701 FOR 1.35 MILES TO
 EZ0227'STATION ON THE LEFT, AT THE SOUTHWEST CORNER OF PINEY GROVE BAPTIST
 EZ0227'CHURCH YARD, AND 0.05 MILE NORTH OF INTERSECTION WITH SR 1181.
 EZ0227'
 EZ0227'STATION MARK IS A STANDARD N. C. HIGHWAY COMMISSION DISK, STAMPED
 EZ0227'6 LB 35 1972, SET IN A CONCRETE POST, WHICH IS FLUSH WITH THE
 EZ0227'GROUND.
 EZ0227'
 EZ0227'MARK IS
 EZ0227'43.2 FEET E OF C/L OF US 701.
 EZ0227'96.0 FEET S OF C/L OF ASPHALT DRIVE TO PINEY GROVE CHURCH.
 EZ0227'48.5 FEET N OF PP WITH ALUMINUM REF. TAG.
 EZ0227'18.5 FEET NNW OF R/W MARKER.
 EZ0227'20.6 FEET WNW OF 5 INCH PINE.
 EZ0227
 EZ0227                          STATION RECOVERY (1974)
 EZ0227
 EZ0227'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0227'2.4 MI E FROM FOUR OAKS.
 EZ0227'6 LB 35 IS LOCATED APPROXIMATELY 5.5 MILES SSW OF SMITHFIELD.
 EZ0227'TO REACH STATION FROM U.S. 701 OVERPASS OF I-95, PROCEED SOUTH
 EZ0227'ALONG U.S. 701 FOR 1.35 MILES TO STATION ON THE LEFT, AT THE
 EZ0227'SOUTHWEST CORNER OF PINEY GROVE BAPTIST CHURCH YARD, AND 0.05
 EZ0227'MILES NORTH OF INTERSECTION WITH SR 1181, 43.2 FT E OF C/L OF
 EZ0227'U.S. 701, 96.0 FT S OF C/L OF ASPHALT DRIVE TO PINEY GROVE CHURCH,
 EZ0227'48.5 FT N OF PP W/ALUMINUM REF. TAG, 18.5 FT NNW OF R/W MARKER,
 EZ0227'AND 20.6 FT WNW OF 5 INCH PINE.  DISK IS SET IN CONCRETE CYLINDER,
 EZ0227'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5663 ***********************************************************************
 AH5663  DESIGNATION -  6 LB 37
 AH5663  PID         -  AH5663
 AH5663  STATE/COUNTY-  NC/JOHNSTON
 AH5663  USGS QUAD   -  SELMA (1988)
 AH5663
 AH5663                         *CURRENT SURVEY CONTROL
 AH5663  ___________________________________________________________________
 AH5663* NAD 83(1986)-  35 34 11.2    (N)    078 22 10.2    (W)     HD_HELD2  
 AH5663* NAVD 88     -        66.345  (meters)     217.67   (feet)  ADJUSTED  
 AH5663  ___________________________________________________________________
 AH5663  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AH5663  DYNAMIC HT  -          66.286 (meters)     217.47  (feet)  COMP
 AH5663  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 AH5663
 AH5663  VERT ORDER  -  SECOND    CLASS II
 AH5663
 AH5663.The horizontal coordinates were established by autonomous hand held GPS
 AH5663.observations and have an estimated accuracy of +/- 10 meters.
 AH5663
 AH5663.The orthometric height was determined by differential leveling
 AH5663.and adjusted in August 2000.
 AH5663.No vertical observational check was made to the station.
 AH5663
 AH5663.The geoid height was determined by GEOID03.
 AH5663
 AH5663.The dynamic height is computed by dividing the NAVD 88
 AH5663.geopotential number by the normal gravity value computed on the
 AH5663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5663.degrees latitude (g = 980.6199 gals.).
 AH5663
 AH5663.The modeled gravity was interpolated from observed gravity values.
 AH5663
 AH5663;                    North         East    Units  Estimated Accuracy
 AH5663;SPC NC       -   202,051.      666,750.      MT  (+/- 10 meters HH2 GPS)
 AH5663
 AH5663                          SUPERSEDED SURVEY CONTROL
 AH5663
 AH5663.No superseded survey control is available for this station.
 AH5663
 AH5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3838939417(NAD 83)
 AH5663_MARKER: DD = SURVEY DISK
 AH5663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5663_STAMPING: 6 LB 37 1972
 AH5663_MARK LOGO: NCDOT 
 AH5663_PROJECTION: FLUSH
 AH5663_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5663+STABILITY: SURFACE MOTION
 AH5663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5663+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2007
 AH5663
 AH5663  HISTORY     - Date     Condition        Report By
 AH5663  HISTORY     - 1972     MONUMENTED       NCGS
 AH5663  HISTORY     - 19951127 GOOD             NCGS
 AH5663  HISTORY     - 20071114 GOOD             GEOCAC
 AH5663
 AH5663                          STATION DESCRIPTION
 AH5663
 AH5663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AH5663'LOCATED 1.3 MI (2.1 KM) SOUTHWEST OF WILSONS MILLS, N.C. AND 5.2 MI
 AH5663'(8.4 KM) NORTHWEST OD SELMA NORTH CAROLINA. TO REACH STATION PROCEED
 AH5663'FROM THE INTERSECTION OF US 70A AND SR 1501 IN WILSONS MILLS, GO
 AH5663'SOUTHWEST ALONG SR 1501 FOR 1.1 MI (1.8 KM) TO THE STATION LOCATED ON
 AH5663'THE LEFT (SOUTH) SIDE OF THE ROAD,  APPROX. 275.0 FT (83.8 M)
 AH5663'SOUTHWEST OF A ONE STORY FRAME DWELLING ON THE SOUTH SIDE OF THE ROAD,
 AH5663'450.0 FT (137.2 M) SOUTHWEST OF A ONE STORY FRAME DWELLING ON NORTH
 AH5663'SIDE OF THE ROAD, 24.0 FT (7.3 M) SOUTHEAST OF A NAIL AND CAP IN THE
 AH5663'CENTER OF SR 1501, 29.1 FT (8.9 M) SOUTHWEST OF A NAIL AND CAP IN
 AH5663'TELEPHONE PEDESTAL NUMBER 6 1/2, AND 40.2 FT 12.2 M) NORTHEAST OF THE
 AH5663'BM REFERENCE (A RAILROAD SPIKE IN POWER POLE NUMBER 307, MARK BEING
 AH5663'FLUSH WITH THE GROUND.
 AH5663
 AH5663                          STATION RECOVERY (2007)
 AH5663
 AH5663'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH5663'RECOVERED IN GOOD CONDITION, EXCEPT THE MARK S SURFACE IS SCRATCHED.
 AH5663'DELETE REFERENCES TO FRAME DWELING, PEDESTAL, AND POWER POLE.
 AH5663'ADD THAT MARK IS 130 FEET NORTHEAST OF THE CENTERLINE OF TRALEE ROAD
 AH5663'(AND THE PROMULGATION OF THE C/L OF LOU CIRCLE), AND 28.3 FT SOUTHWEST
 AH5663'OF NEW PEDESTAL 1501-R147B. THE MONUMENT PROJECTS 1 FT ABOVE GROUND.
 AH5663'HH2 GPS COORDINATES N35 34 11.2 W078 22 10.2. FOR STATE PLANE
 AH5663'COORDINATES, SEE PLAT BOOK 61-423 (TRALEE PH ONE A), JOHNSTON COUNTY
 AH5663'REGISTRY.
 AH5663' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4972 ***********************************************************************
 AH4972  DESIGNATION -  6 LB 40
 AH4972  PID         -  AH4972
 AH4972  STATE/COUNTY-  NC/JOHNSTON
 AH4972  USGS QUAD   -  SELMA (1988)
 AH4972
 AH4972                         *CURRENT SURVEY CONTROL
 AH4972  ___________________________________________________________________
 AH4972* NAD 83(2001)-  35 31 58.13545(N)    078 18 34.79810(W)     ADJUSTED  
 AH4972* NAVD 88     -        46.37   (meters)     152.1    (feet)  LEVELING  
 AH4972  ___________________________________________________________________
 AH4972  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AH4972  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AH4972  HORZ ORDER  -  SECOND
 AH4972  VERT ORDER  -  THIRD ?
 AH4972
 AH4972.The horizontal coordinates were established by classical geodetic methods
 AH4972.and adjusted by the National Geodetic Survey in August 2005.
 AH4972
 AH4972.The orthometric height was determined by differential leveling.
 AH4972.The vertical network tie was performed by a horz. field party for horz.
 AH4972.obs reductions. Reset procedures were used to establish the elevation.
 AH4972
 AH4972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4972
 AH4972.The geoid height was determined by GEOID03.
 AH4972
 AH4972;                    North         East     Units Scale Factor Converg.
 AH4972;SPC NC       -   197,986.436   672,201.576   MT  0.99988458   +0 23 54.4
 AH4972;SPC NC       -   649,560.50  2,205,381.34   sFT  0.99988458   +0 23 54.4
 AH4972;UTM  17      - 3,935,462.526   743,924.770   MT  1.00033328   +1 33 51.5
 AH4972
 AH4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4972!SPC NC       -   0.99999810  x   0.99988458  =   0.99988268
 AH4972!UTM  17      -   0.99999810  x   1.00033328  =   1.00033138
 AH4972
 AH4972                          SUPERSEDED SURVEY CONTROL
 AH4972
 AH4972  NAD 83(1986)-  35 31 58.14311(N)    078 18 34.80610(W) AD(       ) 2
 AH4972
 AH4972.Superseded values are not recommended for survey control.
 AH4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4972.See file dsdata.txt to determine how the superseded data were derived.
 AH4972
 AH4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4392535463(NAD 83)
 AH4972_MARKER: DD = SURVEY DISK
 AH4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4972_STAMPING: 6 LB 40 1972
 AH4972_MARK LOGO: NCSHC 
 AH4972_PROJECTION: FLUSH
 AH4972_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4972+STABILITY: SURFACE MOTION
 AH4972
 AH4972  HISTORY     - Date     Condition        Report By
 AH4972  HISTORY     - 1972     MONUMENTED       NCSHC
 AH4972  HISTORY     - 19860115 GOOD             NCGS
 AH4972
 AH4972                          STATION DESCRIPTION
 AH4972
 AH4972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4972'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST OF SELMA. ALONG US 70A
 AH4972'FOR 1.3 KM (0.80 MI) NORTHWEST FROM US 301, OR 1.3 KM (0.80 MI) SOUTH
 AH4972'FROM SR 1003, ON THE WEST SIDE OF THE HIGHWAY. MARK IS FLUSH WITH
 AH4972'GROUND. LOCATED 44.0 M (144.4 FT) WEST OF THE CENTERLINE OF THE
 AH4972'HIGHWAY, 38.57 M (126.54 FT) NORTHWEST OF NCGS STATION--BRIAN--AND 0.9
 AH4972'M (3.0 FT) EAST-SOUTHEAST OF A FENCE POST, 10.0 M (32.8 FT) SOUTHEAST
 AH4972'OF A 16-INCH PINE, 16.7 M (54.8 FT) SOUTH OF AN 8-INCH PINE--ALL THREE
 AH4972'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4917 ***********************************************************************
 AH4917  DESIGNATION -  6 LB 43
 AH4917  PID         -  AH4917
 AH4917  STATE/COUNTY-  NC/JOHNSTON
 AH4917  USGS QUAD   -  FOUR OAKS NE (1986)
 AH4917
 AH4917                         *CURRENT SURVEY CONTROL
 AH4917  ___________________________________________________________________
 AH4917* NAD 83(2001)-  35 29 22.73055(N)    078 16 00.20969(W)     ADJUSTED  
 AH4917* NAVD 88     -        49.46   (meters)     162.3    (feet)  LEVELING  
 AH4917  ___________________________________________________________________
 AH4917  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AH4917  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AH4917  HORZ ORDER  -  SECOND
 AH4917  VERT ORDER  -  THIRD ?
 AH4917
 AH4917.The horizontal coordinates were established by classical geodetic methods
 AH4917.and adjusted by the National Geodetic Survey in August 2005.
 AH4917
 AH4917.The orthometric height was determined by differential leveling.
 AH4917.The vertical network tie was performed by a horz. field party for horz.
 AH4917.obs reductions. Reset procedures were used to establish the elevation.
 AH4917
 AH4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4917
 AH4917.The geoid height was determined by GEOID03.
 AH4917
 AH4917;                    North         East     Units Scale Factor Converg.
 AH4917;SPC NC       -   193,225.558   676,130.847   MT  0.99988118   +0 25 23.6
 AH4917;SPC NC       -   633,940.85  2,218,272.62   sFT  0.99988118   +0 25 23.6
 AH4917;UTM  17      - 3,930,780.365   747,951.899   MT  1.00035770   +1 35 15.5
 AH4917
 AH4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4917!SPC NC       -   0.99999763  x   0.99988118  =   0.99987881
 AH4917!UTM  17      -   0.99999763  x   1.00035770  =   1.00035533
 AH4917
 AH4917                          SUPERSEDED SURVEY CONTROL
 AH4917
 AH4917  NAD 83(1986)-  35 29 22.73699(N)    078 16 00.21856(W) AD(       ) 2
 AH4917
 AH4917.Superseded values are not recommended for survey control.
 AH4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4917.See file dsdata.txt to determine how the superseded data were derived.
 AH4917
 AH4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4795230780(NAD 83)
 AH4917_MARKER: DE = TRAVERSE STATION DISK
 AH4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4917_STAMPING: 6 LB 43 1972
 AH4917_MARK LOGO: NCDOT 
 AH4917_PROJECTION: FLUSH
 AH4917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4917+STABILITY: SURFACE MOTION
 AH4917
 AH4917  HISTORY     - Date     Condition        Report By
 AH4917  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4917  HISTORY     - 19850808 GOOD             NCGS
 AH4917  HISTORY     - 19860214 GOOD             NCGS
 AH4917
 AH4917                          STATION DESCRIPTION
 AH4917
 AH4917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4917'STATION IS LOCATED ABOUT 3.1 KM (1.90 MI) SOUTHWEST OF PINE LEVEL AND
 AH4917'7.7 KM (4.80 MI) EAST-SOUTHEAST OF SMITHFIELD. ALONG US 70 FOR 5.2 KM
 AH4917'(3.25 MI) EAST FROM THE CENTER OF THE OVERPASS OF I 95, OR 0.4 KM
 AH4917'(0.25 MI) EAST FROM SR 2308, IN THE NORTHEAST CORNER OF A YARD. MARK
 AH4917'IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 10.4 M (34.1 FT)
 AH4917'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 M (64.0 FT)
 AH4917'SOUTHEAST OF THE EAST END OF A RETAINING WALL, 20.6 M (67.6 FT) EAST
 AH4917'OF THE NORTHEAST CORNER OF THE HOUSE, 26.0 M (85.3 FT) EAST-NORTHEAST
 AH4917'OF THE SOUTHEAST CORNER OF THE HOUSE, AND 7.2 M (23.6 FT) NORTH OF A
 AH4917'POWER POLE WITH A REFERENCE TAG.
 AH4917
 AH4917                          STATION RECOVERY (1986)
 AH4917
 AH4917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4917'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4918 ***********************************************************************
 AH4918  DESIGNATION -  6 LB 44
 AH4918  PID         -  AH4918
 AH4918  STATE/COUNTY-  NC/JOHNSTON
 AH4918  USGS QUAD   -  FOUR OAKS NE (1986)
 AH4918
 AH4918                         *CURRENT SURVEY CONTROL
 AH4918  ___________________________________________________________________
 AH4918* NAD 83(2001)-  35 28 59.46113(N)    078 15 05.78305(W)     ADJUSTED  
 AH4918* NAVD 88     -        49.22   (meters)     161.5    (feet)  LEVELING  
 AH4918  ___________________________________________________________________
 AH4918  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AH4918  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AH4918  HORZ ORDER  -  SECOND
 AH4918  VERT ORDER  -  THIRD ?
 AH4918
 AH4918.The horizontal coordinates were established by classical geodetic methods
 AH4918.and adjusted by the National Geodetic Survey in August 2005.
 AH4918
 AH4918.The orthometric height was determined by differential leveling.
 AH4918.The vertical network tie was performed by a horz. field party for horz.
 AH4918.obs reductions. Reset procedures were used to establish the elevation.
 AH4918
 AH4918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4918
 AH4918.The geoid height was determined by GEOID03.
 AH4918
 AH4918;                    North         East     Units Scale Factor Converg.
 AH4918;SPC NC       -   192,518.753   677,507.920   MT  0.99988072   +0 25 55.0
 AH4918;SPC NC       -   631,621.94  2,222,790.57   sFT  0.99988072   +0 25 55.0
 AH4918;UTM  17      - 3,930,101.361   749,343.720   MT  1.00036624   +1 35 46.2
 AH4918
 AH4918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4918!SPC NC       -   0.99999768  x   0.99988072  =   0.99987840
 AH4918!UTM  17      -   0.99999768  x   1.00036624  =   1.00036391
 AH4918
 AH4918                          SUPERSEDED SURVEY CONTROL
 AH4918
 AH4918  NAD 83(1986)-  35 28 59.46761(N)    078 15 05.79162(W) AD(       ) 2
 AH4918
 AH4918.Superseded values are not recommended for survey control.
 AH4918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4918.See file dsdata.txt to determine how the superseded data were derived.
 AH4918
 AH4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4934430101(NAD 83)
 AH4918_MARKER: DE = TRAVERSE STATION DISK
 AH4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4918_STAMPING: 6 LB 44 1972
 AH4918_MARK LOGO: NCDOT 
 AH4918_PROJECTION: FLUSH
 AH4918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4918+STABILITY: SURFACE MOTION
 AH4918
 AH4918  HISTORY     - Date     Condition        Report By
 AH4918  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4918  HISTORY     - 19850101 GOOD             NCGS
 AH4918  HISTORY     - 19850808 GOOD             NCGS
 AH4918
 AH4918                          STATION DESCRIPTION
 AH4918
 AH4918'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4918'RECOVERED AS DESCRIBED.
 AH4918
 AH4918                          STATION RECOVERY (1985)
 AH4918
 AH4918'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4918'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTH-SOUTHWEST OF PINE
 AH4918'LEVEL AND 9.2 KM (5.70 MI) EAST-SOUTHEAST OF SMITHFIELD. ALONG US 70
 AH4918'FOR 6.8 KM (4.20 MI) EAST FROM THE CENTER OF THE OVERPASS OF I 95, OR
 AH4918'0.6 KM (0.35 MI) WEST OF THE SR 2310 CROSSROADS, AND AT THE ENTRANCE
 AH4918'ROAD TO EDGEWOOD SUBDIVISION (ABANDONED). MARK IS RECESSED 2 INCHES
 AH4918'BELOW GROUND AND IS 1-FOOT LOWER THAN THE HIGHWAY. LOCATED 14.3 M
 AH4918'(46.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0
 AH4918'FT) NORTH-NORTHEAST OF A CONCRETE POST, 6.5 M (21.3 FT) SOUTHWEST OF
 AH4918'THE WEST END OF AN ENTRANCE CULVERT, 17.9 M (58.7 FT) WEST OF THE EAST
 AH4918'END OF THE ENTRANCE CULVERT, 21.9 M (71.9 FT) NORTH-NORTHWEST OF THE
 AH4918'WEST END OF A BRICK SIGN COLUMN, AND 6.2 M (20.3 FT) EAST-SOUTHEAST OF
 AH4918'A 10-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4924 ***********************************************************************
 AH4924  DESIGNATION -  6 LB 45
 AH4924  PID         -  AH4924
 AH4924  STATE/COUNTY-  NC/JOHNSTON
 AH4924  USGS QUAD   -  PRINCETON (1974)
 AH4924
 AH4924                         *CURRENT SURVEY CONTROL
 AH4924  ___________________________________________________________________
 AH4924* NAD 83(2001)-  35 28 46.59993(N)    078 13 47.96558(W)     ADJUSTED  
 AH4924* NAVD 88     -        49.47   (meters)     162.3    (feet)  LEVELING  
 AH4924  ___________________________________________________________________
 AH4924  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AH4924  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AH4924  HORZ ORDER  -  SECOND
 AH4924  VERT ORDER  -  THIRD ?
 AH4924
 AH4924.The horizontal coordinates were established by classical geodetic methods
 AH4924.and adjusted by the National Geodetic Survey in August 2005.
 AH4924
 AH4924.The orthometric height was determined by differential leveling.
 AH4924.The vertical network tie was performed by a horz. field party for horz.
 AH4924.obs reductions. Reset procedures were used to establish the elevation.
 AH4924
 AH4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4924
 AH4924.The geoid height was determined by GEOID03.
 AH4924
 AH4924;                    North         East     Units Scale Factor Converg.
 AH4924;SPC NC       -   192,137.440   679,472.315   MT  0.99988047   +0 26 39.9
 AH4924;SPC NC       -   630,370.92  2,229,235.42   sFT  0.99988047   +0 26 39.9
 AH4924;UTM  17      - 3,929,759.870   751,316.426   MT  1.00037841   +1 36 30.9
 AH4924
 AH4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4924!SPC NC       -   0.99999764  x   0.99988047  =   0.99987811
 AH4924!UTM  17      -   0.99999764  x   1.00037841  =   1.00037605
 AH4924
 AH4924                          SUPERSEDED SURVEY CONTROL
 AH4924
 AH4924  NAD 83(1986)-  35 28 46.60632(N)    078 13 47.97406(W) AD(       ) 2
 AH4924
 AH4924.Superseded values are not recommended for survey control.
 AH4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4924.See file dsdata.txt to determine how the superseded data were derived.
 AH4924
 AH4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5131629760(NAD 83)
 AH4924_MARKER: DE = TRAVERSE STATION DISK
 AH4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4924_STAMPING: 6 LB 45 1972
 AH4924_MARK LOGO: NCDOT 
 AH4924_PROJECTION: FLUSH
 AH4924_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4924+STABILITY: SURFACE MOTION
 AH4924
 AH4924  HISTORY     - Date     Condition        Report By
 AH4924  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4924  HISTORY     - 19850808 GOOD             NCGS
 AH4924
 AH4924                          STATION DESCRIPTION
 AH4924
 AH4924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4924'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH-SOUTHEAST OF PINE
 AH4924'LEVEL AND 6.5 KM (4.05 MI) WEST OF PRINCETON. ALONG US 70 FOR 5.2 KM
 AH4924'(3.25 MI) WEST FROM EASTBOUND 70A, AND NEAR THE SOUTHWEST CORNER OF
 AH4924'HEPHZIBAH CHURCH CEMETARY. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AH4924'HIGHWAY. LOCATED 10.8 M (35.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 AH4924'HIGHWAY, 38.0 M (124.7 FT) WEST OF THE BRASWELL TOMBSTONE, 25.0 M
 AH4924'(82.0 FT) NORTH OF AND ACROSS THE HIGHWAY FROM THE WEST END OF A
 AH4924'DRIVEWAY CULVERT--AND 43.1 M (141.4 FT) NORTHWEST OF A POWER POLE WITH
 AH4924'A TRANSFORMER, 99.0 M (324.8 FT) SOUTHEAST OF A POWER POLE--BOTH WITH
 AH4924'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4925 ***********************************************************************
 AH4925  DESIGNATION -  6 LB 46
 AH4925  PID         -  AH4925
 AH4925  STATE/COUNTY-  NC/JOHNSTON
 AH4925  USGS QUAD   -  PRINCETON (1974)
 AH4925
 AH4925                         *CURRENT SURVEY CONTROL
 AH4925  ___________________________________________________________________
 AH4925* NAD 83(2001)-  35 28 16.04719(N)    078 13 07.37332(W)     ADJUSTED  
 AH4925* NAVD 88     -        47.33   (meters)     155.3    (feet)  LEVELING  
 AH4925  ___________________________________________________________________
 AH4925  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AH4925  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AH4925  HORZ ORDER  -  SECOND
 AH4925  VERT ORDER  -  THIRD ?
 AH4925
 AH4925.The horizontal coordinates were established by classical geodetic methods
 AH4925.and adjusted by the National Geodetic Survey in August 2005.
 AH4925
 AH4925.The orthometric height was determined by differential leveling.
 AH4925.The vertical network tie was performed by a horz. field party for horz.
 AH4925.obs reductions. Reset procedures were used to establish the elevation.
 AH4925
 AH4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4925
 AH4925.The geoid height was determined by GEOID03.
 AH4925
 AH4925;                    North         East     Units Scale Factor Converg.
 AH4925;SPC NC       -   191,203.963   680,502.861   MT  0.99987989   +0 27 03.4
 AH4925;SPC NC       -   627,308.34  2,232,616.47   sFT  0.99987989   +0 27 03.4
 AH4925;UTM  17      - 3,928,847.064   752,366.248   MT  1.00038493   +1 36 53.3
 AH4925
 AH4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4925!SPC NC       -   0.99999798  x   0.99987989  =   0.99987787
 AH4925!UTM  17      -   0.99999798  x   1.00038493  =   1.00038291
 AH4925
 AH4925                          SUPERSEDED SURVEY CONTROL
 AH4925
 AH4925  NAD 83(1986)-  35 28 16.05364(N)    078 13 07.38170(W) AD(       ) 2
 AH4925
 AH4925.Superseded values are not recommended for survey control.
 AH4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4925.See file dsdata.txt to determine how the superseded data were derived.
 AH4925
 AH4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5236628847(NAD 83)
 AH4925_MARKER: DE = TRAVERSE STATION DISK
 AH4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4925_STAMPING: 6 LB 46 1972
 AH4925_MARK LOGO: NCDOT 
 AH4925_PROJECTION: FLUSH
 AH4925_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4925+STABILITY: SURFACE MOTION
 AH4925
 AH4925  HISTORY     - Date     Condition        Report By
 AH4925  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4925  HISTORY     - 19850808 GOOD             NCGS
 AH4925
 AH4925                          STATION DESCRIPTION
 AH4925
 AH4925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4925'STATION IS LOCATED ABOUT 5.4 KM (3.35 MI) WEST OF PRINCETON. ALONG US
 AH4925'70 FOR 3.8 KM (2.35 MI) WEST FROM EASTBOUND US 70A, ABOUT 225 FT (68.6
 AH4925'M) EAST FROM THE SR 2313 CROSSROAD, AND ABOUT 100 FT (30.5 M) EAST OF
 AH4925'PEARCES BODY SHOP. MARK IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH
 AH4925'HIGHWAY.  LOCATED 12.6 M (41.3 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 AH4925'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 27.7 M
 AH4925'(90.9 FT) SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 28.3 M
 AH4925'(92.8 FT) EAST OF THE NORTHEAST CORNER OF A TIN BUILDING, 44.4 M
 AH4925'(145.7 FT) NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND 46.4 M
 AH4925'(152.2 FT) EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 24.0
 AH4925'M (78.7 FT) EAST-SOUTHEAST OF A PEPSI SIGN POST--BOTH WITH REFERENCE
 AH4925'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4929 ***********************************************************************
 AH4929  DESIGNATION -  6 LB 47
 AH4929  PID         -  AH4929
 AH4929  STATE/COUNTY-  NC/JOHNSTON
 AH4929  USGS QUAD   -  PRINCETON (1974)
 AH4929
 AH4929                         *CURRENT SURVEY CONTROL
 AH4929  ___________________________________________________________________
 AH4929* NAD 83(2001)-  35 28 07.47030(N)    078 11 30.15010(W)     ADJUSTED  
 AH4929* NAVD 88     -        42.77   (meters)     140.3    (feet)  LEVELING  
 AH4929  ___________________________________________________________________
 AH4929  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AH4929  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AH4929  HORZ ORDER  -  SECOND
 AH4929  VERT ORDER  -  THIRD ?
 AH4929
 AH4929.The horizontal coordinates were established by classical geodetic methods
 AH4929.and adjusted by the National Geodetic Survey in August 2005.
 AH4929
 AH4929.The orthometric height was determined by differential leveling.
 AH4929.The vertical network tie was performed by a horz. field party for horz.
 AH4929.obs reductions. Reset procedures were used to establish the elevation.
 AH4929
 AH4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4929
 AH4929.The geoid height was determined by GEOID03.
 AH4929
 AH4929;                    North         East     Units Scale Factor Converg.
 AH4929;SPC NC       -   190,959.293   682,955.795   MT  0.99987974   +0 27 59.5
 AH4929;SPC NC       -   626,505.61  2,240,664.14   sFT  0.99987974   +0 27 59.5
 AH4929;UTM  17      - 3,928,652.169   754,824.907   MT  1.00040030   +1 37 49.5
 AH4929
 AH4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4929!SPC NC       -   0.99999871  x   0.99987974  =   0.99987845
 AH4929!UTM  17      -   0.99999871  x   1.00040030  =   1.00039901
 AH4929
 AH4929                          SUPERSEDED SURVEY CONTROL
 AH4929
 AH4929  NAD 83(1986)-  35 28 07.47670(N)    078 11 30.15845(W) AD(       ) 2
 AH4929
 AH4929.Superseded values are not recommended for survey control.
 AH4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4929.See file dsdata.txt to determine how the superseded data were derived.
 AH4929
 AH4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5482528652(NAD 83)
 AH4929_MARKER: DE = TRAVERSE STATION DISK
 AH4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4929_STAMPING: 6 LB 47 1972
 AH4929_MARK LOGO: NCDOT 
 AH4929_PROJECTION: FLUSH
 AH4929_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4929+STABILITY: SURFACE MOTION
 AH4929
 AH4929  HISTORY     - Date     Condition        Report By
 AH4929  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4929  HISTORY     - 19850808 GOOD             NCGS
 AH4929
 AH4929                          STATION DESCRIPTION
 AH4929
 AH4929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4929'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST OF PRINCETON. ALONG US
 AH4929'70 FOR 1.3 KM (0.80 MI) WEST FROM EASTBOUND 70A, OR 0.3 KM (0.20 MI)
 AH4929'WEST FROM HOLTS POND, AND JUST EAST OF MARTIN LIVESTOCK YARD, ABOUT IN
 AH4929'LINE WITH A HIGHWAY CULVERT. MARK IS RECESSED 2 INCHES BELOW GROUND
 AH4929'AND IS 1-FOOT HIGHER THAN HIGHWAY. LOCATED 15.1 M (49.5 FT)
 AH4929'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 AH4929'SOUTH-SOUTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT, 10.8 M (35.4
 AH4929'FT) NORTH-NORTHWEST OF A 14-INCH SWEET GUM--AND 2.5 M (8.2 FT)
 AH4929'SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE WARNING POLE, 30.8 M (101.0
 AH4929'FT) WEST-SOUTHWEST OF A POWER POLE, AND 19.9 M (65.3 FT)
 AH4929'EAST-NORTHEAST OF A POWER POLE AT A FENCE CORNER WITH A
 AH4929'TRANSFORMER--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4930 ***********************************************************************
 AH4930  DESIGNATION -  6 LB 48
 AH4930  PID         -  AH4930
 AH4930  STATE/COUNTY-  NC/JOHNSTON
 AH4930  USGS QUAD   -  PRINCETON (1974)
 AH4930
 AH4930                         *CURRENT SURVEY CONTROL
 AH4930  ___________________________________________________________________
 AH4930* NAD 83(2001)-  35 28 23.34679(N)    078 10 56.65441(W)     ADJUSTED  
 AH4930* NAVD 88     -        42.36   (meters)     139.0    (feet)  LEVELING  
 AH4930  ___________________________________________________________________
 AH4930  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AH4930  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AH4930  HORZ ORDER  -  SECOND
 AH4930  VERT ORDER  -  THIRD ?
 AH4930
 AH4930.The horizontal coordinates were established by classical geodetic methods
 AH4930.and adjusted by the National Geodetic Survey in August 2005.
 AH4930
 AH4930.The orthometric height was determined by differential leveling.
 AH4930.The vertical network tie was performed by a horz. field party for horz.
 AH4930.obs reductions. Reset procedures were used to establish the elevation.
 AH4930
 AH4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4930
 AH4930.The geoid height was determined by GEOID03.
 AH4930
 AH4930;                    North         East     Units Scale Factor Converg.
 AH4930;SPC NC       -   191,455.434   683,796.142   MT  0.99988003   +0 28 18.8
 AH4930;SPC NC       -   628,133.37  2,243,421.18   sFT  0.99988003   +0 28 18.8
 AH4930;UTM  17      - 3,929,165.546   755,655.435   MT  1.00040553   +1 38 09.6
 AH4930
 AH4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4930!SPC NC       -   0.99999877  x   0.99988003  =   0.99987880
 AH4930!UTM  17      -   0.99999877  x   1.00040553  =   1.00040430
 AH4930
 AH4930                          SUPERSEDED SURVEY CONTROL
 AH4930
 AH4930  NAD 83(1986)-  35 28 23.35312(N)    078 10 56.66273(W) AD(       ) 2
 AH4930
 AH4930.Superseded values are not recommended for survey control.
 AH4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4930.See file dsdata.txt to determine how the superseded data were derived.
 AH4930
 AH4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5565529166(NAD 83)
 AH4930_MARKER: DE = TRAVERSE STATION DISK
 AH4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4930_STAMPING: 6 LB 48 1972
 AH4930_MARK LOGO: NCDOT 
 AH4930_PROJECTION: FLUSH
 AH4930_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4930+STABILITY: SURFACE MOTION
 AH4930
 AH4930  HISTORY     - Date     Condition        Report By
 AH4930  HISTORY     - 1972     MONUMENTED       NCDOT
 AH4930  HISTORY     - 19850808 GOOD             NCGS
 AH4930
 AH4930                          STATION DESCRIPTION
 AH4930
 AH4930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4930'STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST-NORTHWEST OF PRINCETON.
 AH4930'ALONG US 70 FOR 0.3 KM (0.20 MI) WEST FROM EASTBOUND US 70A, OR 0.6 KM
 AH4930'(0.35 MI) EAST OF HOLTS POND, AND AT THE WOODS LINE ACROSS FROM THE
 AH4930'WEST END OF THE MEDIAN. MARK IS FLUSH WITH GROUND AND 5-FEET LOWER
 AH4930'THAN HIGHWAY. LOCATED 18.2 M (59.7 FT) NORTH OF THE CENTERLINE OF THE
 AH4930'HIGHWAY AT THE WEST END OF THE MEDIAN, 27.7 M (90.9 FT) NORTHEAST OF
 AH4930'THE INTERSECTION OF THE HIGHWAY AND A TRANSMISSION LINE--AND 9.9 M
 AH4930'(32.5 FT) WEST OF A 15-INCH PINE, 5.2 M (17.1 FT) SOUTH-SOUTHWEST OF A
 AH4930'4-INCH OAK, AND 5.1 M (16.7 FT) SOUTHEAST OF A 12-INCH PINE--ALL THREE
 AH4930'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5025 ***********************************************************************
 AH5025  DESIGNATION -  6 LB 6
 AH5025  PID         -  AH5025
 AH5025  STATE/COUNTY-  NC/JOHNSTON
 AH5025  USGS QUAD   -  CLAYTON (1993)
 AH5025
 AH5025                         *CURRENT SURVEY CONTROL
 AH5025  ___________________________________________________________________
 AH5025* NAD 83(2001)-  35 37 52.57110(N)    078 29 42.43895(W)     ADJUSTED  
 AH5025* NAVD 88     -       103.59   (meters)     339.9    (feet)  LEVELING  
 AH5025  ___________________________________________________________________
 AH5025  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 AH5025  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AH5025  HORZ ORDER  -  SECOND
 AH5025  VERT ORDER  -  THIRD ?
 AH5025
 AH5025.The horizontal coordinates were established by classical geodetic methods
 AH5025.and adjusted by the National Geodetic Survey in August 2005.
 AH5025
 AH5025.The orthometric height was determined by differential leveling.
 AH5025.The vertical network tie was performed by a horz. field party for horz.
 AH5025.obs reductions. Reset procedures were used to establish the elevation.
 AH5025
 AH5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5025
 AH5025.The geoid height was determined by GEOID03.
 AH5025
 AH5025;                    North         East     Units Scale Factor Converg.
 AH5025;SPC NC       -   208,807.480   655,328.830   MT  0.99989446   +0 17 29.0
 AH5025;SPC NC       -   685,062.54  2,150,024.67   sFT  0.99989446   +0 17 29.0
 AH5025;UTM  17      - 3,945,941.745   726,828.365   MT  1.00023407   +1 27 35.6
 AH5025
 AH5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5025!SPC NC       -   0.99998903  x   0.99989446  =   0.99988350
 AH5025!UTM  17      -   0.99998903  x   1.00023407  =   1.00022310
 AH5025
 AH5025                          SUPERSEDED SURVEY CONTROL
 AH5025
 AH5025  NAD 83(1986)-  35 37 52.57891(N)    078 29 42.45330(W) AD(       ) 2
 AH5025
 AH5025.Superseded values are not recommended for survey control.
 AH5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5025.See file dsdata.txt to determine how the superseded data were derived.
 AH5025
 AH5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2682845942(NAD 83)
 AH5025_MARKER: DD = SURVEY DISK
 AH5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5025_STAMPING: 6 LB 6 1972
 AH5025_MARK LOGO: NCDOT 
 AH5025_PROJECTION: FLUSH
 AH5025_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5025+STABILITY: SURFACE MOTION
 AH5025
 AH5025  HISTORY     - Date     Condition        Report By
 AH5025  HISTORY     - 1972     MONUMENTED       NCDOT
 AH5025  HISTORY     - 19850615 GOOD             NCGS
 AH5025  HISTORY     - 19970401 GOOD             NCGS
 AH5025
 AH5025                          STATION DESCRIPTION
 AH5025
 AH5025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH5025'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF CLAYTON.
 AH5025'PROCEED ALONG NC 42 FOR 3.2 KM (2.00 MI) SOUTHWEST FROM THE US 70
 AH5025'OVERPASS TO SR 1552, THENCE SOUTH ALONG SR 1552 FOR 0.2 KM (0.10 MI)
 AH5025'TO THE STATION. STATION IS A STANDARD NCDOT DISK STAMPED---6 LB 6
 AH5025'1972---, SET INTO THE TOP OF A SQUARE CONCRETE POST 15 CM ON A SIDE
 AH5025'FLUSH WITH GROUND. LOCATED 7.4 M (24.3 FT) WEST-SOUTHWEST OF THE
 AH5025'CENTERLINE OF THE ROAD, 17.8 M (58.4 FT) SOUTH-SOUTHWEST OF THE SOUTH
 AH5025'END OF A DRIVEWAY CULVERT, 8.0 M (26.2 FT) SOUTH-SOUTHEAST OF THE
 AH5025'CENTERLINE OF A FIELD ROAD, 4.9 M (16.1 FT) NORTH OF THE SOUTHEAST
 AH5025'CORNER OF A TOBACCO BARN, AND 5.4 M (17.7 FT) SOUTHEAST OF A SHELTER
 AH5025'POST WITH A REFERENCE TAG.  MARK IS 2 FEET (0.6 M) BELOW THE ROAD.
 AH5025
 AH5025                          STATION RECOVERY (1997)
 AH5025
 AH5025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH5025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2674 ***********************************************************************
 FX2674  DESIGNATION -  6 MEA
 FX2674  PID         -  FX2674
 FX2674  STATE/COUNTY-  NC/PASQUOTANK
 FX2674  USGS QUAD   -  SOUTH MILLS (1982)
 FX2674
 FX2674                         *CURRENT SURVEY CONTROL
 FX2674  ___________________________________________________________________
 FX2674* NAD 83(1986)-  36 24 14.     (N)    076 19 37.     (W)     SCALED    
 FX2674* NAVD 88     -         3.600  (meters)      11.81   (feet)  ADJUSTED  
 FX2674  ___________________________________________________________________
 FX2674  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 FX2674  DYNAMIC HT  -           3.597 (meters)      11.80  (feet)  COMP
 FX2674  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 FX2674
 FX2674  VERT ORDER  -  SECOND    CLASS II
 FX2674
 FX2674.The horizontal coordinates were scaled from a topographic map and have
 FX2674.an estimated accuracy of +/- 6 seconds.
 FX2674
 FX2674.The orthometric height was determined by differential leveling
 FX2674.and adjusted in June 1991.
 FX2674
 FX2674.The geoid height was determined by GEOID03.
 FX2674
 FX2674.The dynamic height is computed by dividing the NAVD 88
 FX2674.geopotential number by the normal gravity value computed on the
 FX2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2674.degrees latitude (g = 980.6199 gals.).
 FX2674
 FX2674.The modeled gravity was interpolated from observed gravity values.
 FX2674
 FX2674;                    North         East    Units  Estimated Accuracy
 FX2674;SPC NC       -   297,650.      849,370.      MT  (+/- 180 meters Scaled)
 FX2674
 FX2674                          SUPERSEDED SURVEY CONTROL
 FX2674
 FX2674.No superseded survey control is available for this station.
 FX2674
 FX2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF810295(NAD 83)
 FX2674_MARKER: DB = BENCH MARK DISK
 FX2674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2674_SP_SET: CONCRETE HEADWALL
 FX2674_STAMPING: 6 MEA 1976 13 FEET
 FX2674_MARK LOGO: USGS  
 FX2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2674+STABILITY: SURFACE MOTION
 FX2674
 FX2674  HISTORY     - Date     Condition        Report By
 FX2674  HISTORY     - 1976     MONUMENTED       USGS
 FX2674  HISTORY     - 1978     GOOD             NCGS
 FX2674  HISTORY     - 20060916 MARK NOT FOUND   USPSQD
 FX2674
 FX2674                          STATION DESCRIPTION
 FX2674
 FX2674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2674'1.5 MI SE FROM MORGANS CORNER.
 FX2674'1.6 MILES SOUTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 158
 FX2674'IN MORGANS CORNER IN NORTHWEST END OF NORTHEAST CONCRETE HEADWALL
 FX2674'FOR TRIPLE BARREL BOX CULVERT. 29.9 FEET NORTHEAST OF CENTERLINE OF
 FX2674'HIGHWAY AND 27.2 FEET NORTHWEST OF TELEPHONE POLE (97) WITH
 FX2674'REFERENCE TAG.
 FX2674'THE MARK IS 1 FT BELOW HIGHWAY.
 FX2674
 FX2674                          STATION RECOVERY (2006)
 FX2674
 FX2674'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2674'HIGHWAY 17 APPEARS TO HAVE CHANGED THE LANDSCAPE.  REFERENCE POINTS
 FX2674'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2525 ***********************************************************************
 FX2525  DESIGNATION -  6 WSM
 FX2525  PID         -  FX2525
 FX2525  STATE/COUNTY-  NC/HALIFAX
 FX2525  USGS QUAD   -  NORFLEET (1962)
 FX2525
 FX2525                         *CURRENT SURVEY CONTROL
 FX2525  ___________________________________________________________________
 FX2525* NAD 83(1986)-  36 08 52.     (N)    077 20 02.     (W)     SCALED    
 FX2525* NAVD 88     -        12.205  (meters)      40.04   (feet)  ADJUSTED  
 FX2525  ___________________________________________________________________
 FX2525  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 FX2525  DYNAMIC HT  -          12.196 (meters)      40.01  (feet)  COMP
 FX2525  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 FX2525
 FX2525  VERT ORDER  -  SECOND    CLASS II
 FX2525
 FX2525.The horizontal coordinates were scaled from a topographic map and have
 FX2525.an estimated accuracy of +/- 6 seconds.
 FX2525
 FX2525.The orthometric height was determined by differential leveling
 FX2525.and adjusted in June 1991.
 FX2525
 FX2525.The geoid height was determined by GEOID03.
 FX2525
 FX2525.The dynamic height is computed by dividing the NAVD 88
 FX2525.geopotential number by the normal gravity value computed on the
 FX2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2525.degrees latitude (g = 980.6199 gals.).
 FX2525
 FX2525.The modeled gravity was interpolated from observed gravity values.
 FX2525
 FX2525;                    North         East    Units  Estimated Accuracy
 FX2525;SPC NC       -   267,260.      759,540.      MT  (+/- 180 meters Scaled)
 FX2525
 FX2525                          SUPERSEDED SURVEY CONTROL
 FX2525
 FX2525  NGVD 29 (??/??/92)   12.554  (m)           41.19   (f) ADJ UNCH    2 2
 FX2525
 FX2525.Superseded values are not recommended for survey control.
 FX2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2525.See file dsdata.txt to determine how the superseded data were derived.
 FX2525
 FX2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF900028(NAD 83)
 FX2525_MARKER: DD = SURVEY DISK
 FX2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2525_STAMPING: 6 WSM 1955 NCGS 1975
 FX2525_MARK LOGO: NCGS  
 FX2525_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2525+STABILITY: SURFACE MOTION
 FX2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2525+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FX2525
 FX2525  HISTORY     - Date     Condition        Report By
 FX2525  HISTORY     - 1975     MONUMENTED       NCGS
 FX2525  HISTORY     - 20000901 GOOD             NCGS
 FX2525
 FX2525                          STATION DESCRIPTION
 FX2525
 FX2525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2525'5.0 MI E FROM SCOTLAND NECK.
 FX2525'TO REACH STATION FROM INTERSECTION OF NC 903 WITH SR 1804 AT EDWARDS
 FX2525'FORK, PROCEED NE ALONG SR 1804 FOR 4.0 MILES TO SR 1802 (NE) AND
 FX2525'STATION ON LEFT IN NW QUADRANT OF INTERSECTION, ON WEST SIDE OF DRIVE
 FX2525'TO SHIELDS FARM.  25.0 FT. NORTH OF C/L OF SR 1804, 100.0 FT. WNW OF
 FX2525'C/L OF INTERSECTION OF SR 1804 WITH SR 1802, 35.0 FT. WSW OF GAS LAMP
 FX2525'IN THE WESTERNMOST WHITE BRICK COLUMN AT DRIVE TO SHIELDS FARM. DISK
 FX2525'IS SET IN TOP OF CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE
 FX2525'GROUND.
 FX2525
 FX2525                          STATION RECOVERY (2000)
 FX2525
 FX2525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 FX2525'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0453 ***********************************************************************
 EY0453  DESIGNATION -  6.2
 EY0453  PID         -  EY0453
 EY0453  STATE/COUNTY-  NC/BEAUFORT
 EY0453  USGS QUAD   -  WASHINGTON (1983)
 EY0453
 EY0453                         *CURRENT SURVEY CONTROL
 EY0453  ___________________________________________________________________
 EY0453* NAD 83(1986)-  35 32 39.     (N)    077 03 38.     (W)     SCALED    
 EY0453* NAVD 88     -         1.536  (meters)       5.04   (feet)  ADJUSTED  
 EY0453  ___________________________________________________________________
 EY0453  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY0453  DYNAMIC HT  -           1.535 (meters)       5.04  (feet)  COMP
 EY0453  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 EY0453
 EY0453  VERT ORDER  -  FIRST     CLASS I
 EY0453
 EY0453.The horizontal coordinates were scaled from a topographic map and have
 EY0453.an estimated accuracy of +/- 6 seconds.
 EY0453
 EY0453.The orthometric height was determined by differential leveling
 EY0453.and adjusted in June 1991.
 EY0453
 EY0453.The geoid height was determined by GEOID03.
 EY0453
 EY0453.The dynamic height is computed by dividing the NAVD 88
 EY0453.geopotential number by the normal gravity value computed on the
 EY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0453.degrees latitude (g = 980.6199 gals.).
 EY0453
 EY0453.The modeled gravity was interpolated from observed gravity values.
 EY0453
 EY0453;                    North         East    Units  Estimated Accuracy
 EY0453;SPC NC       -   200,750.      785,440.      MT  (+/- 180 meters Scaled)
 EY0453
 EY0453                          SUPERSEDED SURVEY CONTROL
 EY0453
 EY0453  NGVD 29 (??/??/92)    1.864  (m)            6.12   (f) ADJ UNCH    1 1
 EY0453
 EY0453.Superseded values are not recommended for survey control.
 EY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0453.See file dsdata.txt to determine how the superseded data were derived.
 EY0453
 EY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE132353(NAD 83)
 EY0453_MARKER: Q = CHISELED SQUARE
 EY0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0453_SP_SET: IRON MONUMENT
 EY0453_MARK LOGO: USE   
 EY0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0453
 EY0453  HISTORY     - Date     Condition        Report By
 EY0453  HISTORY     - 1932     MONUMENTED       DOD
 EY0453  HISTORY     - 1963     GOOD             NGS
 EY0453  HISTORY     - 1979     GOOD             NCGS
 EY0453  HISTORY     - 19870711 GOOD             USPSQD
 EY0453  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 EY0453  HISTORY     - 20060320 POOR             USPSQD
 EY0453
 EY0453                          STATION DESCRIPTION
 EY0453
 EY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0453'AT WASHINGTON.
 EY0453'AT WASHINGTON, ON PROPERTY PRESENTLY OWNED BY THE COAST GUARD,
 EY0453'A CHISELED SQUARE ON TOP OF THE SECOND CAST IRON DOLPHIN FROM
 EY0453'DOWNSTREAM SIDE OF THE COAST GUARD YARD, 8 FEET NORTHEAST OF THE
 EY0453'WATER FRONT DOCK, 120 FEET SOUTH OF THE SOUTH CORNER OF A TWO STORY
 EY0453'WHITE HOUSE, 125 FEET SOUTH OF THE FLAGPOLE, AND ABOUT 2 FEET ABOVE
 EY0453'THE LEVEL OF THE GROUND.  MARK RECOVERED IN GOOD CONDITION.
 EY0453'TIDAL BENCH MARKS - NORTH CAROLINA 31.
 EY0453
 EY0453                          STATION RECOVERY (1979)
 EY0453
 EY0453'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0453'LOCATED AT DOCK ON SOUTH SIDE OF MAIN STREET IN WASHINGTON, 0.05
 EY0453'MILE EAST OF U.S. 17 (BRIDGE STREET) MARKED BY A CHISELED SQUARE
 EY0453'ON THE TOP OF THE SECOND CAST IRON DOLPHIN FROM THE DOWNSTREAM
 EY0453'SIDE OF THE FAMILY FISH HOUSE RESTAURANT PARKING LOT (FORMERLY
 EY0453'THE COAST GUARD YARD), 73.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EY0453'RESTAURANT BUILDING AND 8.0 FEET NORTHEAST OF THE WATERFRONT DOCK.
 EY0453'THE MARK IS 2 FT ABOVE DOCK.
 EY0453
 EY0453                          STATION RECOVERY (1987)
 EY0453
 EY0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0453'RECOVERED IN GOOD CONDITION.
 EY0453
 EY0453                          STATION RECOVERY (2003)
 EY0453
 EY0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD)
 EY0453'COULD NOT FIND A MARK ON THE DOLPHIN DESCRIBED.  FAMILY FISH HOUSE IS
 EY0453'NOW SNOOKIES RESTAURANT.
 EY0453
 EY0453                          STATION RECOVERY (2006)
 EY0453
 EY0453'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY0453'DOLPHIN FOUND BUT MARK ON TOP COULD NOT BE DISTINGUISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0524 ***********************************************************************
 EA0524  DESIGNATION -  6.3
 EA0524  PID         -  EA0524
 EA0524  STATE/COUNTY-  NC/NEW HANOVER
 EA0524  USGS QUAD   -  WILMINGTON (1979)
 EA0524
 EA0524                         *CURRENT SURVEY CONTROL
 EA0524  ___________________________________________________________________
 EA0524* NAD 83(1986)-  34 14 12.     (N)    077 56 56.     (W)     SCALED    
 EA0524* NAVD 88     -         1.619  (meters)       5.31   (feet)  POSTED    
 EA0524  ___________________________________________________________________
 EA0524  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 EA0524  DYNAMIC HT  -           1.620 (meters)       5.32  (feet)  COMP
 EA0524  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 EA0524
 EA0524  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EA0524
 EA0524.The horizontal coordinates were scaled from a topographic map and have
 EA0524.an estimated accuracy of +/- 6 seconds.
 EA0524
 EA0524.The orthometric height was determined by differential leveling
 EA0524.and adjusted by the  in 1992.
 EA0524.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EA0524.rate of 4.1 thru 8.0 mm/km.
 EA0524
 EA0524.The geoid height was determined by GEOID03.
 EA0524
 EA0524.The dynamic height is computed by dividing the NAVD 88
 EA0524.geopotential number by the normal gravity value computed on the
 EA0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0524.degrees latitude (g = 980.6199 gals.).
 EA0524
 EA0524.The modeled gravity was interpolated from observed gravity values.
 EA0524
 EA0524;                    North         East    Units  Estimated Accuracy
 EA0524;SPC NC       -    54,500.      706,440.      MT  (+/- 180 meters Scaled)
 EA0524
 EA0524                          SUPERSEDED SURVEY CONTROL
 EA0524
 EA0524  NGVD 29 (??/??/92)    1.906  (m)            6.25   (f) ADJ UNCH    1 2
 EA0524
 EA0524.Superseded values are not recommended for survey control.
 EA0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0524.See file dsdata.txt to determine how the superseded data were derived.
 EA0524
 EA0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC283923(NAD 83)
 EA0524_MARKER: X = CHISELED CROSS
 EA0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0524_SP_SET: STONE POST
 EA0524_MARK LOGO: NONE  
 EA0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0524+STABILITY: SURFACE MOTION
 EA0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0524+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 EA0524
 EA0524  HISTORY     - Date     Condition        Report By
 EA0524  HISTORY     - UNK      MONUMENTED       LOCENG
 EA0524  HISTORY     - 1955     GOOD             CGS
 EA0524  HISTORY     - 19980424 GOOD             USPSQD
 EA0524  HISTORY     - 20020719 GOOD             USPSQD
 EA0524  HISTORY     - 20031230 GOOD             USPSQD
 EA0524  HISTORY     - 20041231 GOOD             USPSQD
 EA0524  HISTORY     - 20060218 GOOD             USPSQD
 EA0524  HISTORY     - 20060909 GOOD             USPSQD
 EA0524
 EA0524                          STATION DESCRIPTION
 EA0524
 EA0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0524'AT WILMINGTON.
 EA0524'AT WILMINGTON, NEAR THE U.S. CUSTOM HOUSE, 12 1/2 FEET SOUTH OF
 EA0524'SOUTH CURB OF PRINCESS STREET, 6 1/2 FEET EAST OF EAST CURB
 EA0524'LINE OF WATER STREET, 7 1/4 FEET NORTHWEST OF NORTHWEST CORNER
 EA0524'OF CUSTOM HOUSE BUILDING, AND IS A CHISELED CROSS ON TOP OF
 EA0524'AN 8-INCH GRANITE POST WHICH IS SET IN AND FLUSH WITH SIDE WALK.
 EA0524
 EA0524                          STATION RECOVERY (1998)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0524'RECOVERED IN GOOD CONDITION.
 EA0524
 EA0524                          STATION RECOVERY (2002)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0524'RECOVERED IN GOOD CONDITION.
 EA0524
 EA0524                          STATION RECOVERY (2003)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0524'RECOVERED IN GOOD CONDITION.
 EA0524
 EA0524                          STATION RECOVERY (2004)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0524'RECOVERED IN GOOD CONDITION.
 EA0524
 EA0524                          STATION RECOVERY (2006)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0524'RECOVERED IN GOOD CONDITION.
 EA0524
 EA0524                          STATION RECOVERY (2006)
 EA0524
 EA0524'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0524'DIMENSIONS SHOULD READ 12 FEET 1 INCH SOUTH OF SOUTH CURB OF PRINCESS
 EA0524'STREET, 11 FEET 2 INCHES EAST OF EAST CURB LINE OF WATER STREET, 7 1/2
 EA0524'FEET NORTHWEST CORNER OF CUSTOM HOUSE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0140 ***********************************************************************
 EX0140  DESIGNATION -  6.601
 EX0140  PID         -  EX0140
 EX0140  STATE/COUNTY-  NC/DARE
 EX0140  USGS QUAD   -  OREGON INLET (1983)
 EX0140
 EX0140                         *CURRENT SURVEY CONTROL
 EX0140  ___________________________________________________________________
 EX0140* NAD 83(1986)-  35 49 45.     (N)    075 33 28.     (W)     SCALED    
 EX0140* NAVD 88     -         1.723  (meters)       5.65   (feet)  ADJUSTED  
 EX0140  ___________________________________________________________________
 EX0140  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0140  DYNAMIC HT  -           1.721 (meters)       5.65  (feet)  COMP
 EX0140  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 EX0140
 EX0140  VERT ORDER  -  FIRST     CLASS II
 EX0140
 EX0140.The horizontal coordinates were scaled from a topographic map and have
 EX0140.an estimated accuracy of +/- 6 seconds.
 EX0140
 EX0140.The orthometric height was determined by differential leveling
 EX0140.and adjusted in June 1991.
 EX0140
 EX0140.Photographs are available for this station.
 EX0140
 EX0140.The geoid height was determined by GEOID03.
 EX0140
 EX0140.The dynamic height is computed by dividing the NAVD 88
 EX0140.geopotential number by the normal gravity value computed on the
 EX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0140.degrees latitude (g = 980.6199 gals.).
 EX0140
 EX0140.The modeled gravity was interpolated from observed gravity values.
 EX0140
 EX0140;                    North         East    Units  Estimated Accuracy
 EX0140;SPC NC       -   236,040.      920,550.      MT  (+/- 180 meters Scaled)
 EX0140
 EX0140                          SUPERSEDED SURVEY CONTROL
 EX0140
 EX0140  NGVD 29 (??/??/??)    2.025  (m)            6.64   (f) ADJUSTED    1 2
 EX0140
 EX0140.Superseded values are not recommended for survey control.
 EX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0140.See file dsdata.txt to determine how the superseded data were derived.
 EX0140
 EX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE496651(NAD 83)
 EX0140_MARKER: DD = SURVEY DISK
 EX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0140_STAMPING: 77 38.9 EL 6.601 1961 P.I.
 EX0140_MARK LOGO: NPS   
 EX0140_PROJECTION: PROJECTING 54 CENTIMETERS
 EX0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0140+STABILITY: SURFACE MOTION
 EX0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0140+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0140
 EX0140  HISTORY     - Date     Condition        Report By
 EX0140  HISTORY     - 1961     MONUMENTED       NPS
 EX0140  HISTORY     - 1963     GOOD             CGS
 EX0140  HISTORY     - 1975     GOOD             USGS
 EX0140  HISTORY     - 1981     GOOD             NGS
 EX0140  HISTORY     - 1990     GOOD             USPSQD
 EX0140  HISTORY     - 1990     GOOD             USPSQD
 EX0140  HISTORY     - 20000620 GOOD             NCDOT
 EX0140  HISTORY     - 20030821 GOOD             USPSQD
 EX0140
 EX0140                          STATION DESCRIPTION
 EX0140
 EX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0140'5.8 MI S FROM NAGS HEAD.
 EX0140'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 EX0140'WITH U.S. HIGHWAY 158, 64 AND 264 AT NAGS HEAD, ABOUT 0.9 MILE
 EX0140'NORTHEAST OF THE LARGE BODIE LIGHTHOUSE, NEAR THE JUNCTION OF
 EX0140'THE ROAD LEADING SOUTHWEST TO LIGHTHOUSE, 40 FEET EAST OF THE
 EX0140'CENTER LINE OF THE HIGHWAY, 135 FEET SOUTHEAST OF THE CENTER
 EX0140'OF THE JUNCTION OF THE ROAD AND THE HIGHWAY, 130 FEET SOUTH
 EX0140'OF THE CENTER LINE OF THE ROAD LEADING TO BEACH, 124 1/2 FEET
 EX0140'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM BENCH MARK B 169 1963,
 EX0140'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 EX0140'CONCRETE POST PROJECTING 15 INCHES ABOVE THE LEVEL OF THE GROUND.
 EX0140
 EX0140                          STATION RECOVERY (1975)
 EX0140
 EX0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EX0140'RECOVERED IN GOOD CONDITION.
 EX0140
 EX0140                          STATION RECOVERY (1981)
 EX0140
 EX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0140'9.3 KILOMETERS (5.8 MILES) SOUTH ALONG STATE HIGHWAY 12 FROM ITS
 EX0140'JUNCTION WITH U.S. HIGHWAYS 64, 264 AND 158 IN NAGS HEAD, TO THE
 EX0140'MARK ON THE LEFT, 0.08 KILOMETER (0.05 MILE) SOUTH OF THE JUNCTION
 EX0140'OF A PAVED ROAD LEADING TO BODIE ISLAND LIGHTHOUSE, 12.19 METERS
 EX0140'(40.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 41.14 METERS
 EX0140'(135.0 FEET) SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD
 EX0140'AND THE HIGHWAY, 38.10 METERS (125.0 FEET) SOUTHEAST AND ACROSS THE
 EX0140'HIGHWAY FROM BENCH MARK B 169.
 EX0140'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EX0140
 EX0140                          STATION RECOVERY (1990)
 EX0140
 EX0140'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0140'RECOVERED IN GOOD CONDITION.
 EX0140
 EX0140                          STATION RECOVERY (1990)
 EX0140
 EX0140'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0140'RECOVERED IN GOOD CONDITION.
 EX0140
 EX0140                          STATION RECOVERY (2000)
 EX0140
 EX0140'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0140'RECOVERED AS DESCRIBED.
 EX0140
 EX0140                          STATION RECOVERY (2003)
 EX0140
 EX0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0642 ***********************************************************************
 FB0642  DESIGNATION -  60
 FB0642  PID         -  FB0642
 FB0642  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0642  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB0642
 FB0642                         *CURRENT SURVEY CONTROL
 FB0642  ___________________________________________________________________
 FB0642* NAD 83(1986)-  35 11 33.     (N)    082 57 24.     (W)     SCALED    
 FB0642* NAVD 88     -       928.69   (+/-2cm)    3046.9    (feet)  VERTCON   
 FB0642  ___________________________________________________________________
 FB0642  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 FB0642  VERT ORDER  -  ? (See Below)
 FB0642
 FB0642.The horizontal coordinates were scaled from a topographic map and have
 FB0642.an estimated accuracy of +/- 6 seconds.
 FB0642
 FB0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0642.The vertical order pertains to the NGVD 29 superseded value.
 FB0642
 FB0642.The geoid height was determined by GEOID03.
 FB0642
 FB0642;                    North         East    Units  Estimated Accuracy
 FB0642;SPC NC       -   167,200.      249,390.      MT  (+/- 180 meters Scaled)
 FB0642
 FB0642                          SUPERSEDED SURVEY CONTROL
 FB0642
 FB0642  NGVD 29 (??/??/92)  928.651  (m)         3046.75   (f) ADJ UNCH    ?  
 FB0642
 FB0642.Superseded values are not recommended for survey control.
 FB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0642.See file dsdata.txt to determine how the superseded data were derived.
 FB0642
 FB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU218961(NAD 83)
 FB0642_MARKER: Z = SEE DESCRIPTION
 FB0642_SETTING: 0 = UNSPECIFIED SETTING
 FB0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0642
 FB0642  HISTORY     - Date     Condition        Report By
 FB0642  HISTORY     - UNK      MONUMENTED       USFS
 FB0642  HISTORY     - 1941     GOOD             TVA
 FB0642
 FB0642                          STATION DESCRIPTION
 FB0642
 FB0642'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0642'7.4 MI NW FROM LAKE TOXAWAY.
 FB0642'7.4 MILES NORTHWEST ALONG STATE HIGHWAY 281 FROM THE SOUTHERN
 FB0642'RAILWAY STATION AT LAKE TOXAWAY, TRANSYLVANIA COUNTY, 6.4 MILES
 FB0642'NORTHWEST OF THE POST OFFICE, ON THE OUTSIDE OF A CURVE IN THE
 FB0642'HIGHWAY, AND ON THE EAST SIDE OF THE HIGHWAY.  UNITED STATES
 FB0642'FOREST SERVICE MONUMENT 60.  NOTE-- CHARACTER OF MARK UNDETERMINED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1701 ***********************************************************************
 FB1701  DESIGNATION -  60 B
 FB1701  PID         -  FB1701
 FB1701  STATE/COUNTY-  NC/SWAIN
 FB1701  USGS QUAD   -  TUSKEEGEE (1987)
 FB1701
 FB1701                         *CURRENT SURVEY CONTROL
 FB1701  ___________________________________________________________________
 FB1701* NAD 83(1986)-  35 26 32.     (N)    083 37 52.     (W)     SCALED    
 FB1701* NAVD 88     -       438.339  (meters)    1438.12   (feet)  ADJUSTED  
 FB1701  ___________________________________________________________________
 FB1701  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1701  DYNAMIC HT  -         437.871 (meters)    1436.58  (feet)  COMP
 FB1701  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 FB1701
 FB1701  VERT ORDER  -  FIRST     CLASS II
 FB1701
 FB1701.The horizontal coordinates were scaled from a topographic map and have
 FB1701.an estimated accuracy of +/- 6 seconds.
 FB1701
 FB1701.The orthometric height was determined by differential leveling
 FB1701.and adjusted in June 1991.
 FB1701
 FB1701.The geoid height was determined by GEOID03.
 FB1701
 FB1701.The dynamic height is computed by dividing the NAVD 88
 FB1701.geopotential number by the normal gravity value computed on the
 FB1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1701.degrees latitude (g = 980.6199 gals.).
 FB1701
 FB1701.The modeled gravity was interpolated from observed gravity values.
 FB1701
 FB1701;                    North         East    Units  Estimated Accuracy
 FB1701;SPC NC       -   197,520.      189,330.      MT  (+/- 180 meters Scaled)
 FB1701
 FB1701                          SUPERSEDED SURVEY CONTROL
 FB1701
 FB1701  NGVD 29 (??/??/92)  438.390  (m)         1438.28   (f) ADJ UNCH    1 2
 FB1701
 FB1701.Superseded values are not recommended for survey control.
 FB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1701.See file dsdata.txt to determine how the superseded data were derived.
 FB1701
 FB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV611252(NAD 83)
 FB1701_MARKER: Z = SEE DESCRIPTION
 FB1701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1701_SP_SET: BRIDGE
 FB1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1701
 FB1701  HISTORY     - Date     Condition        Report By
 FB1701  HISTORY     - UNK      MONUMENTED       USGS
 FB1701  HISTORY     - 1934     GOOD             NGS
 FB1701
 FB1701                          STATION DESCRIPTION
 FB1701
 FB1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1701'0.1 MI E FROM COLLINWOOD.
 FB1701'0.1 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1701'COLLINWOOD, SWAIN COUNTY, 20 FEET WEST OF MILEPOST 3, AT A
 FB1701'BRIDGE OVER CHAMBERS CREEK, ON THE SOUTH END OF THE EAST ABUTMENT,
 FB1701'9 FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET LOWER THAN THE TRACK.
 FB1701'A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5337 ***********************************************************************
 AI5337  DESIGNATION -  60 CRH
 AI5337  PID         -  AI5337
 AI5337  STATE/COUNTY-  NC/HALIFAX
 AI5337  USGS QUAD   -  AURELIAN SPRINGS (1973)
 AI5337
 AI5337                         *CURRENT SURVEY CONTROL
 AI5337  ___________________________________________________________________
 AI5337* NAD 83(2007)-  36 19 55.05902(N)    077 51 20.73934(W)     ADJUSTED  
 AI5337* NAVD 88     -        72.15   (meters)     236.7    (feet)  LEVELING  
 AI5337  ___________________________________________________________________
 AI5337  EPOCH DATE  -        2002.00
 AI5337  X           -   1,082,222.554 (meters)                     COMP
 AI5337  Y           -  -5,029,168.503 (meters)                     COMP
 AI5337  Z           -   3,757,951.534 (meters)                     COMP
 AI5337  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AI5337  ELLIP HEIGHT-          38.065 (meters)          (02/10/07) ADJUSTED
 AI5337  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AI5337
 AI5337  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5337  Type    PID    Designation                      North   East  Ellip
 AI5337  -------------------------------------------------------------------
 AI5337  NETWORK AI5337 60 CRH                            0.82   0.78   2.18
 AI5337  -------------------------------------------------------------------
 AI5337  VERT ORDER  -  THIRD
 AI5337
 AI5337.The horizontal coordinates were established by GPS observations
 AI5337.and adjusted by the National Geodetic Survey in February 2007.
 AI5337
 AI5337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5337.The horizontal coordinates are valid at the epoch date displayed above.
 AI5337.The epoch date for horizontal control is a decimal equivalence
 AI5337.of Year/Month/Day.
 AI5337
 AI5337.The orthometric height was determined by differential leveling.
 AI5337.The vertical network tie was performed by a horz. field party for horz.
 AI5337.obs reductions. Reset procedures were used to establish the elevation.
 AI5337
 AI5337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5337
 AI5337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5337
 AI5337.The ellipsoidal height was determined by GPS observations
 AI5337.and is referenced to NAD 83.
 AI5337
 AI5337.The geoid height was determined by GEOID03.
 AI5337
 AI5337;                    North         East     Units Scale Factor Converg.
 AI5337;SPC NC       -   287,027.934   712,338.820   MT  1.00005033   +0 39 37.5
 AI5337;SPC NC       -   941,690.81  2,337,064.95   sFT  1.00005033   +0 39 37.5
 AI5337;UTM  18      - 4,024,555.313   243,668.168   MT  1.00040964   -1 41 34.3
 AI5337
 AI5337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5337!SPC NC       -   0.99999403  x   1.00005033  =   1.00004436
 AI5337!UTM  18      -   0.99999403  x   1.00040964  =   1.00040366
 AI5337
 AI5337                          SUPERSEDED SURVEY CONTROL
 AI5337
 AI5337  NAD 83(2001)-  36 19 55.05978(N)    077 51 20.73939(W) AD(       ) 1
 AI5337  ELLIP H (03/13/03)   38.058  (m)                       GP(       ) 4 2
 AI5337  NAD 83(1986)-  36 19 55.06198(N)    077 51 20.74930(W) AD(       ) 1
 AI5337
 AI5337.Superseded values are not recommended for survey control.
 AI5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5337.See file dsdata.txt to determine how the superseded data were derived.
 AI5337
 AI5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4366824555(NAD 83)
 AI5337_MARKER: DB = BENCH MARK DISK
 AI5337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5337_SP_SET: CULVERT HEADWALL
 AI5337_STAMPING: 60 CRH 1972 238
 AI5337_MARK LOGO: USGS  
 AI5337_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5337+STABILITY: SURFACE MOTION
 AI5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5337+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1993
 AI5337
 AI5337  HISTORY     - Date     Condition        Report By
 AI5337  HISTORY     - 1972     MONUMENTED       USGS
 AI5337  HISTORY     - 19930209 GOOD             NCGS
 AI5337
 AI5337                          STATION DESCRIPTION
 AI5337
 AI5337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AI5337'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF LITTLETON
 AI5337'AND 6.7 MI (10.8 KM) NORTHEAST OF HOLLISTER. PROCEED ALONG NC 4 (MOSBY
 AI5337'AVENUE) FOR 7.35 MI (11.83 KM) SOUTH FROM US 158 (SOUTH MAIN STREET)
 AI5337'IN LITTLETON, THENCE EAST FOR 1.8 MI (2.9 KM) ALONG SR 1310 (AIRLIE
 AI5337'ROAD) TO SR 1300 (BOWERS ROAD), AND THE STATION IS ABOUT 400 FT (121.9
 AI5337'M) SOUTH OF THE CROSSROADS, IN THE WEST HEADWALL OF A ROAD CULVERT.
 AI5337'MARK IS ABOUT 2 FEET (0.6 M) LOWER THAN THE ROAD.  LOCATED 19.7 FT
 AI5337'(6.0 M) WEST OF THE CENTERLINE OF THE ROAD, 384.0 FT (117.0 M) SOUTH
 AI5337'OF THE CENTERLINE OF THE CROSSROADS, AND 27.2 FT (8.3 M) EAST OF A
 AI5337'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7034 ***********************************************************************
 AE7034  DESIGNATION -  60 JAS
 AE7034  PID         -  AE7034
 AE7034  STATE/COUNTY-  NC/CABARRUS
 AE7034  USGS QUAD   -  KANNAPOLIS (1993)
 AE7034
 AE7034                         *CURRENT SURVEY CONTROL
 AE7034  ___________________________________________________________________
 AE7034* NAD 83(2001)-  35 26 32.16839(N)    080 44 50.70424(W)     ADJUSTED  
 AE7034* NAVD 88     -       194.29   (+/-2cm)     637.4    (feet)  VERTCON   
 AE7034  ___________________________________________________________________
 AE7034  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AE7034  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AE7034  HORZ ORDER  -  SECOND
 AE7034  VERT ORDER  -  THIRD (See Below)
 AE7034
 AE7034.The horizontal coordinates were established by classical geodetic methods
 AE7034.and adjusted by the National Geodetic Survey in August 2005.
 AE7034
 AE7034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7034.The vertical order pertains to the NGVD 29 superseded value.
 AE7034
 AE7034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7034
 AE7034.The geoid height was determined by GEOID03.
 AE7034
 AE7034;                    North         East     Units Scale Factor Converg.
 AE7034;SPC NC       -   189,120.057   450,973.236   MT  0.99987810   -1 00 30.8
 AE7034;SPC NC       -   620,471.39  1,479,568.03   sFT  0.99987810   -1 00 30.8
 AE7034;UTM  17      - 3,922,120.109   522,923.862   MT  0.99960648   +0 08 47.3
 AE7034
 AE7034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7034!SPC NC       -   0.99997434  x   0.99987810  =   0.99985244
 AE7034!UTM  17      -   0.99997434  x   0.99960648  =   0.99958083
 AE7034
 AE7034                          SUPERSEDED SURVEY CONTROL
 AE7034
 AE7034  NAD 83(1986)-  35 26 32.18260(N)    080 44 50.71223(W) AD(       ) 2
 AE7034  NGVD 29 (09/29/97)  194.52   (m)          638.2    (f) LEVELING    3  
 AE7034
 AE7034.Superseded values are not recommended for survey control.
 AE7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7034.See file dsdata.txt to determine how the superseded data were derived.
 AE7034
 AE7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2292422120(NAD 83)
 AE7034_MARKER: DB = BENCH MARK DISK
 AE7034_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7034_STAMPING: 60 JAS 1966 638
 AE7034_MARK LOGO: USGS  
 AE7034_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE7034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7034
 AE7034  HISTORY     - Date     Condition        Report By
 AE7034  HISTORY     - 1966     MONUMENTED       USGS
 AE7034  HISTORY     - 19870101 GOOD             NCGS
 AE7034
 AE7034                          STATION DESCRIPTION
 AE7034
 AE7034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7034'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) NORTHEAST OF HUNTERSVILLE,
 AE7034'10.9 KM (6.8 MI) SOUTHEAST OF CORNELIUS. ALONG NC 73 FOR 8.4 KM (5.2
 AE7034'MI) WEST FROM THE I-85 UNDERPASS WEST OF CONCORD, AT THE JUNCTION WITH
 AE7034'SR 1602. MARK IS 2 FEET LOWER THAN HIGHWAY AND PROJECTS 4 INCHES ABOVE
 AE7034'GROUND. LOCATED 33.2 FT (10.1 M) NORTH OF THE CENTERLINE OF NC 73,
 AE7034'43.0 FT (13.1 M) EAST OF THE CENTERLINE OF SR 1602, 10.0 FT (3.0 M)
 AE7034'SOUTH OF POWER POLE, 171.4 FT (52.2 M) EAST OF STATION--JIM--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1313 ***********************************************************************
 EZ1313  DESIGNATION -  60 MGA
 EZ1313  PID         -  EZ1313
 EZ1313  STATE/COUNTY-  NC/CHATHAM
 EZ1313  USGS QUAD   -  MERRY OAKS (1981)
 EZ1313
 EZ1313                         *CURRENT SURVEY CONTROL
 EZ1313  ___________________________________________________________________
 EZ1313* NAD 83(1986)-  35 41 37.     (N)    079 06 05.     (W)     SCALED    
 EZ1313* NAVD 88     -       121.336  (meters)     398.08   (feet)  ADJUSTED  
 EZ1313  ___________________________________________________________________
 EZ1313  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EZ1313  DYNAMIC HT  -         121.234 (meters)     397.75  (feet)  COMP
 EZ1313  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 EZ1313
 EZ1313  VERT ORDER  -  SECOND    CLASS 0
 EZ1313
 EZ1313.The horizontal coordinates were scaled from a topographic map and have
 EZ1313.an estimated accuracy of +/- 6 seconds.
 EZ1313
 EZ1313.The orthometric height was determined by differential leveling
 EZ1313.and adjusted in June 1991.
 EZ1313
 EZ1313.The geoid height was determined by GEOID03.
 EZ1313
 EZ1313.The dynamic height is computed by dividing the NAVD 88
 EZ1313.geopotential number by the normal gravity value computed on the
 EZ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1313.degrees latitude (g = 980.6199 gals.).
 EZ1313
 EZ1313.The modeled gravity was interpolated from observed gravity values.
 EZ1313
 EZ1313;                    North         East    Units  Estimated Accuracy
 EZ1313;SPC NC       -   215,610.      600,430.      MT  (+/- 180 meters Scaled)
 EZ1313
 EZ1313                          SUPERSEDED SURVEY CONTROL
 EZ1313
 EZ1313  NGVD 29 (??/??/92)  121.57   (m)          398.9    (f) COMPUTED    2 0
 EZ1313
 EZ1313.Superseded values are not recommended for survey control.
 EZ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1313.See file dsdata.txt to determine how the superseded data were derived.
 EZ1313
 EZ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV717516(NAD 83)
 EZ1313_MARKER: DD = SURVEY DISK
 EZ1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1313_STAMPING: NO 60 MGA 1971
 EZ1313_MARK LOGO: DOD   
 EZ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1313+STABILITY: SURFACE MOTION
 EZ1313
 EZ1313  HISTORY     - Date     Condition        Report By
 EZ1313  HISTORY     - 1971     MONUMENTED       DOD
 EZ1313  HISTORY     - 1973     GOOD             NCGS
 EZ1313
 EZ1313                          STATION DESCRIPTION
 EZ1313
 EZ1313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1313'4.7 MI ESE FROM PITTSBORO.
 EZ1313'TO REACH THE STATION FROM INTERSECTION OF U.S. 64 AND SR 1943
 EZ1313'EAST OF PITTSBORO, PROCEED EAST ALONG SR 1943 FOR 3.4 MILES TO
 EZ1313'INTERSECTION WITH SR 1939, TURN RIGHT AND CONTINUE SOUTH ALONG
 EZ1313'SR 1939 FOR 1.2 MILES TO STATION ON RIGHT, 0.95 MILES NORTH
 EZ1313'OF WOODEN BRIDGE OVER STINKING CREEK, 62.0 FT E OF C/L OF SR 1939,
 EZ1313'175.0 FT S OF C/L INTERSECTION OF SR 1939 AND DRIVE LEADING W,
 EZ1313'129.0 FT E OF CE MON. NO. 70.  DISK IS SET IN TOP OF A CONCRETE
 EZ1313'POST 4 X 4 PROJECTING 1.0 FT ABOVE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9279 ***********************************************************************
 DE9279  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9279  DESIGNATION -  60E 200
 DE9279  PID         -  DE9279
 DE9279  STATE/COUNTY-  NC/GUILFORD
 DE9279  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9279
 DE9279                         *CURRENT SURVEY CONTROL
 DE9279  ___________________________________________________________________
 DE9279* NAD 83(2007)-  36 04 52.94074(N)    079 43 27.98594(W)     ADJUSTED  
 DE9279* NAVD 88     -       242.02   (meters)     794.0    (feet)  GPS OBS   
 DE9279  ___________________________________________________________________
 DE9279  EPOCH DATE  -        2002.00
 DE9279  X           -     920,606.643 (meters)                     COMP
 DE9279  Y           -  -5,078,083.383 (meters)                     COMP
 DE9279  Z           -   3,735,617.034 (meters)                     COMP
 DE9279  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 DE9279  ELLIP HEIGHT-         211.335 (meters)          (02/10/07) ADJUSTED
 DE9279  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DE9279
 DE9279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9279  Type    PID    Designation                      North   East  Ellip
 DE9279  -------------------------------------------------------------------
 DE9279  NETWORK DE9279 60E 200                           1.16   0.96   1.71
 DE9279  -------------------------------------------------------------------
 DE9279
 DE9279.The horizontal coordinates were established by GPS observations
 DE9279.and adjusted by the National Geodetic Survey in February 2007.
 DE9279
 DE9279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9279.The horizontal coordinates are valid at the epoch date displayed above.
 DE9279.The epoch date for horizontal control is a decimal equivalence
 DE9279.of Year/Month/Day.
 DE9279
 DE9279.The orthometric height was determined by GPS observations and a
 DE9279.high-resolution geoid model.
 DE9279.The orthometric height was determined by GPS observations and a
 DE9279.high-resolution geoid model using precise GPS observation and
 DE9279.processing techniques.
 DE9279
 DE9279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9279
 DE9279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9279
 DE9279.The ellipsoidal height was determined by GPS observations
 DE9279.and is referenced to NAD 83.
 DE9279
 DE9279.The geoid height was determined by GEOID03.
 DE9279
 DE9279;                    North         East     Units Scale Factor Converg.
 DE9279;SPC NC       -   258,867.567   544,352.217   MT  0.99997731   -0 25 05.3
 DE9279;SPC NC       -   849,301.34  1,785,928.90   sFT  0.99997731   -0 25 05.3
 DE9279;UTM  17      - 3,993,726.879   614,847.854   MT  0.99976252   +0 45 04.7
 DE9279
 DE9279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9279!SPC NC       -   0.99996683  x   0.99997731  =   0.99994414
 DE9279!UTM  17      -   0.99996683  x   0.99976252  =   0.99972936
 DE9279
 DE9279:                Primary Azimuth Mark                     Grid Az
 DE9279:SPC NC       -  61W 200                                  184 12 01.7
 DE9279:UTM  17      -  61W 200                                  183 01 51.7
 DE9279
 DE9279|---------------------------------------------------------------------|
 DE9279| PID    Reference Object                     Distance      Geod. Az  |
 DE9279|                                                           dddmmss.s |
 DE9279| DE9278 61W 200                             APPROX. 0.5 KM 1834656.4 |
 DE9279|---------------------------------------------------------------------|
 DE9279
 DE9279                          SUPERSEDED SURVEY CONTROL
 DE9279
 DE9279  NAD 83(2001)-  36 04 52.94092(N)    079 43 27.98587(W) AD(       ) 1
 DE9279  ELLIP H (03/13/03)  211.324  (m)                       GP(       ) 4 2
 DE9279  NAD 83(1986)-  36 04 52.94711(N)    079 43 27.99264(W) AD(       ) 1
 DE9279
 DE9279.Superseded values are not recommended for survey control.
 DE9279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9279.See file dsdata.txt to determine how the superseded data were derived.
 DE9279
 DE9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1484893727(NAD 83)
 DE9279_MARKER: DD = SURVEY DISK
 DE9279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9279_STAMPING: 60E.200 7/97
 DE9279_MARK LOGO: NC1940
 DE9279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9279+STABILITY: SURFACE MOTION
 DE9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9279+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9279
 DE9279  HISTORY     - Date     Condition        Report By
 DE9279  HISTORY     - 1997     MONUMENTED       NC1940
 DE9279
 DE9279                          STATION DESCRIPTION
 DE9279
 DE9279'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9279'STATION IS LOCATED NEAR THE EAST EDGE OF GREENSBORO, ABOUT 3.8 MI (6.1
 DE9279'KM) EAST OF THE DOWNTOWN GOVERNMENT COMPLEX, ALONG WARD ROAD.
 DE9279'PROCEED ALONG BURLINGTON ROAD FOR 0.2 MI (0.3 KM) SOUTHWEST FROM THE
 DE9279'INTERSECTION WITH US 70 (WENDOVER AVENUE-BURLINGTON ROAD), THENCE
 DE9279'LEFT/SOUTH FOR 0.3 MI (0.5 KM) ALONG WARD ROAD TO HOUSE NUMBER 117
 DE9279'(BRICK AND FRAME) AND STATION IN THE NORTHWEST CORNER OF YARD.
 DE9279'MARK IS ABOUT 1-FOOT LOWER THAN CENTER OF ROAD, AND FLUSH WITH GROUND.
 DE9279'LOCATED 21.3 FT (6.5 M) EAST OF THE CENTERLINE OF ROAD, 104.4 FT (31.8
 DE9279'M) NORTH OF NORTH END OF 12-INCH CULVERT UNDER DRIVEWAY, 49.5 FT (15.1
 DE9279'M) SOUTH OF POWER POLE (J5551940) WITH TRANSFORMER, AND 41.3 FT (12.6
 DE9279'M) SOUTH-SOUTHEAST OF A MANHOLE (5-FEET EAST OF EDGE OF PAVEMENT).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0505 ***********************************************************************
 EY0505  DESIGNATION -  61
 EY0505  PID         -  EY0505
 EY0505  STATE/COUNTY-  NC/MARTIN
 EY0505  USGS QUAD   -  WILLIAMSTON (1982)
 EY0505
 EY0505                         *CURRENT SURVEY CONTROL
 EY0505  ___________________________________________________________________
 EY0505* NAD 83(1986)-  35 51 20.     (N)    077 03 09.     (W)     SCALED    
 EY0505* NAVD 88     -        17.990  (meters)      59.02   (feet)  ADJUSTED  
 EY0505  ___________________________________________________________________
 EY0505  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EY0505  DYNAMIC HT  -          17.975 (meters)      58.97  (feet)  COMP
 EY0505  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 EY0505
 EY0505  VERT ORDER  -  SECOND    CLASS 0
 EY0505
 EY0505.The horizontal coordinates were scaled from a topographic map and have
 EY0505.an estimated accuracy of +/- 6 seconds.
 EY0505
 EY0505.The orthometric height was determined by differential leveling
 EY0505.and adjusted in June 1991.
 EY0505
 EY0505.The geoid height was determined by GEOID03.
 EY0505
 EY0505.The dynamic height is computed by dividing the NAVD 88
 EY0505.geopotential number by the normal gravity value computed on the
 EY0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0505.degrees latitude (g = 980.6199 gals.).
 EY0505
 EY0505.The modeled gravity was interpolated from observed gravity values.
 EY0505
 EY0505;                    North         East    Units  Estimated Accuracy
 EY0505;SPC NC       -   235,300.      785,490.      MT  (+/- 180 meters Scaled)
 EY0505
 EY0505                          SUPERSEDED SURVEY CONTROL
 EY0505
 EY0505  NGVD 29 (??/??/92)   18.311  (m)           60.08   (f) ADJ UNCH    2 0
 EY0505
 EY0505.Superseded values are not recommended for survey control.
 EY0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0505.See file dsdata.txt to determine how the superseded data were derived.
 EY0505
 EY0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE146698(NAD 83)
 EY0505_MARKER: DB = BENCH MARK DISK
 EY0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0505_SP_SET: FOUNDATION
 EY0505_STAMPING: 60.098 RALEIGH
 EY0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0505+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 EY0505
 EY0505  HISTORY     - Date     Condition        Report By
 EY0505  HISTORY     - UNK      MONUMENTED       USGS
 EY0505  HISTORY     - 1962     GOOD             NGS
 EY0505  HISTORY     - 20061127 GOOD             GEOCAC
 EY0505
 EY0505                          STATION DESCRIPTION
 EY0505
 EY0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0505'AT WILLIAMSTON.
 EY0505'AT WILLIAMSTON, MARTIN COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 EY0505'NORTH FACE OF THE FOUNDATION, AT THE EAST END, AND 2 FEET HIGHER
 EY0505'THAN THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 EY0505'DISK, STAMPED 60.098 RALEIGH AND SET VERTICALLY.
 EY0505
 EY0505                          STATION RECOVERY (2006)
 EY0505
 EY0505'RECOVERY NOTE BY GEOCACHING 2006 (DEB)
 EY0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0117 ***********************************************************************
 EY0117  DESIGNATION -  61 AZ MK
 EY0117  PID         -  EY0117
 EY0117  STATE/COUNTY-  NC/HYDE
 EY0117  USGS QUAD   -  NEW HOLLAND (1974)
 EY0117
 EY0117                         *CURRENT SURVEY CONTROL
 EY0117  ___________________________________________________________________
 EY0117* NAD 83(1986)-  35 26 28.     (N)    076 12 48.     (W)     SCALED    
 EY0117* NAVD 88     -         0.818  (meters)       2.68   (feet)  ADJUSTED  
 EY0117  ___________________________________________________________________
 EY0117  GEOID HEIGHT-         -38.19  (meters)                     GEOID03
 EY0117  DYNAMIC HT  -           0.817 (meters)       2.68  (feet)  COMP
 EY0117  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 EY0117
 EY0117  VERT ORDER  -  THIRD
 EY0117
 EY0117.The horizontal coordinates were scaled from a topographic map and have
 EY0117.an estimated accuracy of +/- 6 seconds.
 EY0117
 EY0117.The orthometric height was determined by differential leveling
 EY0117.and adjusted in June 1991.
 EY0117
 EY0117.The geoid height was determined by GEOID03.
 EY0117
 EY0117.The dynamic height is computed by dividing the NAVD 88
 EY0117.geopotential number by the normal gravity value computed on the
 EY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0117.degrees latitude (g = 980.6199 gals.).
 EY0117
 EY0117.The modeled gravity was interpolated from observed gravity values.
 EY0117
 EY0117;                    North         East    Units  Estimated Accuracy
 EY0117;SPC NC       -   191,150.      862,550.      MT  (+/- 180 meters Scaled)
 EY0117
 EY0117                          SUPERSEDED SURVEY CONTROL
 EY0117
 EY0117  NGVD 29 (??/??/92)    1.09   (m)            3.6    (f) COMPUTED    3 0
 EY0117
 EY0117.Superseded values are not recommended for survey control.
 EY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0117.See file dsdata.txt to determine how the superseded data were derived.
 EY0117
 EY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE898226(NAD 83)
 EY0117_MARKER: DZ = AZIMUTH MARK DISK
 EY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0117_STAMPING: NC 61
 EY0117_MARK LOGO: NCGS  
 EY0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0117+STABILITY: SURFACE MOTION
 EY0117
 EY0117  HISTORY     - Date     Condition        Report By
 EY0117  HISTORY     - UNK      MONUMENTED       NCGS
 EY0117  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0117  HISTORY     - 19840101 POOR             NCGS
 EY0117
 EY0117                          STATION DESCRIPTION
 EY0117
 EY0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0117'8.5 MI E FROM SWANQUARTER.
 EY0117'THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND.  THE REFERENCE
 EY0117'DISTANCES PLACE THE MARK IN A CULTIVATED FIELD WHICH WAS COVERED
 EY0117'WITH SOY BEAN VINES AT THE TIME OF RECOVERY.  ORIGINAL
 EY0117'DESCRIPTION-- 8.5 MILES EAST ALONG U.S. HIGHWAY 264 FROM THE
 EY0117'COURTHOUSE AT SWANQUARTER, HYDE COUNTY, 28.6 FEET NORTH OF THE
 EY0117'HIGHWAY, 8.4 FEET WEST OF TELEPHONE POLE 2219, 1.7 FEET SOUTH OF A
 EY0117'WITNESS POST, AND SET IN THE TOP OF A 7 INCH ROUND CONCRETE
 EY0117'MONUMENT FLUSH WITH THE GROUND.
 EY0117
 EY0117                          STATION RECOVERY (1984)
 EY0117
 EY0117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY0117'RECOVERED IN POOR CONDITION.  THE MARK SHOWS SOME SIGN OF BEING
 EY0117'DISTURBED, BUT SEEMS TO BE SOLID.  IT SHOULD BE USED WITH CAUTION.
 EY0117'MARK IS ABOUT 1/2 FOOT LOWER THAN THE CENTERLINE OF THE HIGHWAY AND IS
 EY0117'RECESSED 3 INCHES.  LOCATED 29.8 FT (9.1 M) NORTH OF THE CENTERLINE OF
 EY0117'US 264, 69.0 FT (21.0 M) SOUTH OF THE SOUTHWEST CORNER AND 69.0 FT
 EY0117'(21.0 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, AND 7.5
 EY0117'FT (2.3 M) WEST OF TELEPHONE POLE NO 2219 WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2158 ***********************************************************************
 FY2158  DESIGNATION -  61 RJN
 FY2158  PID         -  FY2158
 FY2158  STATE/COUNTY-  NC/CASWELL
 FY2158  USGS QUAD   -  ANDERSON (1972)
 FY2158
 FY2158                         *CURRENT SURVEY CONTROL
 FY2158  ___________________________________________________________________
 FY2158* NAD 83(1986)-  36 21 01.     (N)    079 15 07.     (W)     SCALED    
 FY2158* NAVD 88     -       186.839  (meters)     612.99   (feet)  ADJUSTED  
 FY2158  ___________________________________________________________________
 FY2158  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FY2158  DYNAMIC HT  -         186.692 (meters)     612.51  (feet)  COMP
 FY2158  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 FY2158
 FY2158  VERT ORDER  -  SECOND    CLASS II
 FY2158
 FY2158.The horizontal coordinates were scaled from a topographic map and have
 FY2158.an estimated accuracy of +/- 6 seconds.
 FY2158
 FY2158.The orthometric height was determined by differential leveling
 FY2158.and adjusted in June 1991.
 FY2158
 FY2158.The geoid height was determined by GEOID03.
 FY2158
 FY2158.The dynamic height is computed by dividing the NAVD 88
 FY2158.geopotential number by the normal gravity value computed on the
 FY2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2158.degrees latitude (g = 980.6199 gals.).
 FY2158
 FY2158.The modeled gravity was interpolated from observed gravity values.
 FY2158
 FY2158;                    North         East    Units  Estimated Accuracy
 FY2158;SPC NC       -   288,500.      586,990.      MT  (+/- 180 meters Scaled)
 FY2158
 FY2158                          SUPERSEDED SURVEY CONTROL
 FY2158
 FY2158  NGVD 29 (03/05/92)  187.067  (m)          613.74   (f) ADJUSTED    2 2
 FY2158
 FY2158.Superseded values are not recommended for survey control.
 FY2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2158.See file dsdata.txt to determine how the superseded data were derived.
 FY2158
 FY2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA568242(NAD 83)
 FY2158_MARKER: DB = BENCH MARK DISK
 FY2158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2158_SP_SET: HEADWALL
 FY2158_STAMPING: 61 RJN 1964 614
 FY2158_MARK LOGO: USGS  
 FY2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2158+STABILITY: SURFACE MOTION
 FY2158
 FY2158  HISTORY     - Date     Condition        Report By
 FY2158  HISTORY     - 1964     MONUMENTED       USGS
 FY2158  HISTORY     - 1982     GOOD             NCGS
 FY2158
 FY2158                          STATION DESCRIPTION
 FY2158
 FY2158'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2158'6.1 MI SE FROM YANCEYVILLE.
 FY2158'ALONG NC 86, 3.0 MILES SOUTH OF THE INTERSECTION WITH US 158 IN
 FY2158'THE COMMUNITY OF PLEASANT GROVE, OR 0.4 MILE NORTH OF THE
 FY2158'INTERSECTION WITH SR 1730, IN NORTH END OF CULVERT ON WEST SIDE OF
 FY2158'HIGHWAY, 16.2 FEET WEST OF CENTERLINE OF HIGHWAY AND 4.7 FEET SOUTH
 FY2158'OF NORTH END OF HEADWALL.
 FY2158'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9354 ***********************************************************************
 DE9354  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9354  DESIGNATION -  616E 200
 DE9354  PID         -  DE9354
 DE9354  STATE/COUNTY-  NC/GUILFORD
 DE9354  USGS QUAD   -  GUILFORD (1994)
 DE9354
 DE9354                         *CURRENT SURVEY CONTROL
 DE9354  ___________________________________________________________________
 DE9354* NAD 83(2007)-  36 05 45.34104(N)    079 59 27.21590(W)     ADJUSTED  
 DE9354* NAVD 88     -       289.14   (meters)     948.6    (feet)  GPS OBS   
 DE9354  ___________________________________________________________________
 DE9354  EPOCH DATE  -        2002.00
 DE9354  X           -     896,822.363 (meters)                     COMP
 DE9354  Y           -  -5,081,409.419 (meters)                     COMP
 DE9354  Z           -   3,736,949.356 (meters)                     COMP
 DE9354  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 DE9354  ELLIP HEIGHT-         257.341 (meters)          (02/10/07) ADJUSTED
 DE9354  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DE9354
 DE9354  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9354  Type    PID    Designation                      North   East  Ellip
 DE9354  -------------------------------------------------------------------
 DE9354  NETWORK DE9354 616E 200                          1.00   0.78   1.39
 DE9354  -------------------------------------------------------------------
 DE9354
 DE9354.The horizontal coordinates were established by GPS observations
 DE9354.and adjusted by the National Geodetic Survey in February 2007.
 DE9354
 DE9354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9354.The horizontal coordinates are valid at the epoch date displayed above.
 DE9354.The epoch date for horizontal control is a decimal equivalence
 DE9354.of Year/Month/Day.
 DE9354
 DE9354.The orthometric height was determined by GPS observations and a
 DE9354.high-resolution geoid model.
 DE9354.The orthometric height was determined by GPS observations and a
 DE9354.high-resolution geoid model using precise GPS observation and
 DE9354.processing techniques.
 DE9354
 DE9354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9354
 DE9354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9354
 DE9354.The ellipsoidal height was determined by GPS observations
 DE9354.and is referenced to NAD 83.
 DE9354
 DE9354.The geoid height was determined by GEOID03.
 DE9354
 DE9354;                    North         East     Units Scale Factor Converg.
 DE9354;SPC NC       -   260,689.899   520,370.127   MT  0.99998103   -0 34 18.9
 DE9354;SPC NC       -   855,280.11  1,707,247.66   sFT  0.99998103   -0 34 18.9
 DE9354;UTM  17      - 3,995,059.670   590,839.563   MT  0.99970167   +0 35 40.4
 DE9354
 DE9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9354!SPC NC       -   0.99995961  x   0.99998103  =   0.99994064
 DE9354!UTM  17      -   0.99995961  x   0.99970167  =   0.99966129
 DE9354
 DE9354:                Primary Azimuth Mark                     Grid Az
 DE9354:SPC NC       -  616E 201                                 359 19 11.2
 DE9354:UTM  17      -  616E 201                                 358 09 11.9
 DE9354
 DE9354|---------------------------------------------------------------------|
 DE9354| PID    Reference Object                     Distance      Geod. Az  |
 DE9354|                                                           dddmmss.s |
 DE9354| DE9355 616E 201                            425.024 METERS 3584452.3 |
 DE9354|---------------------------------------------------------------------|
 DE9354
 DE9354                          SUPERSEDED SURVEY CONTROL
 DE9354
 DE9354  NAD 83(2001)-  36 05 45.34134(N)    079 59 27.21577(W) AD(       ) 1
 DE9354  ELLIP H (03/13/03)  257.341  (m)                       GP(       ) 4 2
 DE9354  NAD 83(1986)-  36 05 45.34727(N)    079 59 27.22430(W) AD(       ) 1
 DE9354
 DE9354.Superseded values are not recommended for survey control.
 DE9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9354.See file dsdata.txt to determine how the superseded data were derived.
 DE9354
 DE9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9084095060(NAD 83)
 DE9354_MARKER: DD = SURVEY DISK
 DE9354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9354_STAMPING: 616E.200 7/97
 DE9354_MARK LOGO: NC1940
 DE9354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9354+STABILITY: SURFACE MOTION
 DE9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9354+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9354
 DE9354  HISTORY     - Date     Condition        Report By
 DE9354  HISTORY     - 1997     MONUMENTED       NC1940
 DE9354
 DE9354                          STATION DESCRIPTION
 DE9354
 DE9354'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9354'STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) WEST OF THE DOWNTOWN
 DE9354'GREENSBORO GOVERNMENT COMPLEX, AND 2.5 MI (4.0 KM) WEST OF THE
 DE9354'PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG LITTLE SANTEE ROAD.
 DE9354'PROCEED WEST ALONG WEST MARKET STREET (US 421) FOR 1.5 MI (2.4 KM)
 DE9354'FROM THE NC 68 BRIDGE, THENCE LEFT/SOUTH ALONG LITTLE SANTEE ROAD FOR
 DE9354'0.6 MI (1.0 KM) TO STATION ON RIGHT/WEST SIDE OF ROAD IN FRONT OF
 DE9354'CAROLINA BOILER, AND 0.1 MILE (0.2 KM) SOUTH OF CAPITAL DRIVE
 DE9354'INTERSECTION.
 DE9354'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD, AND FLUSH WITH
 DE9354'THE GROUND. LOCATED 21.6 FT (6.6 M) WEST OF THE CENTERLINE OF LITTLE
 DE9354'SANTEE ROAD, 63.9 FT (19.5 M) SOUTH OF CENTERLINE OF DRIVEWAY TO
 DE9354'CAROLINA BOILER, 65.5 FT (20.0 M) EAST OF THE NORTHEAST CORNER OF
 DE9354'(BRICK) CAROLINA BOILER BUILDING, AND 42.3 FT (12.9 M) NORTH-NORTHEAST
 DE9354'OF EASTERNMOST CORNER OF CAROLINA BOILER SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9355 ***********************************************************************
 DE9355  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9355  DESIGNATION -  616E 201
 DE9355  PID         -  DE9355
 DE9355  STATE/COUNTY-  NC/GUILFORD
 DE9355  USGS QUAD   -  GUILFORD (1994)
 DE9355
 DE9355                         *CURRENT SURVEY CONTROL
 DE9355  ___________________________________________________________________
 DE9355* NAD 83(2007)-  36 05 59.12716(N)    079 59 27.58721(W)     ADJUSTED  
 DE9355* NAVD 88     -       294.63   (meters)     966.6    (feet)  GPS OBS   
 DE9355  ___________________________________________________________________
 DE9355  EPOCH DATE  -        2002.00
 DE9355  X           -     896,770.471 (meters)                     COMP
 DE9355  Y           -  -5,081,168.836 (meters)                     COMP
 DE9355  Z           -   3,737,295.935 (meters)                     COMP
 DE9355  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 DE9355  ELLIP HEIGHT-         262.810 (meters)          (02/10/07) ADJUSTED
 DE9355  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DE9355
 DE9355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9355  Type    PID    Designation                      North   East  Ellip
 DE9355  -------------------------------------------------------------------
 DE9355  NETWORK DE9355 616E 201                          0.86   0.71   1.25
 DE9355  -------------------------------------------------------------------
 DE9355
 DE9355.The horizontal coordinates were established by GPS observations
 DE9355.and adjusted by the National Geodetic Survey in February 2007.
 DE9355
 DE9355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9355.The horizontal coordinates are valid at the epoch date displayed above.
 DE9355.The epoch date for horizontal control is a decimal equivalence
 DE9355.of Year/Month/Day.
 DE9355
 DE9355.The orthometric height was determined by GPS observations and a
 DE9355.high-resolution geoid model.
 DE9355.The orthometric height was determined by GPS observations and a
 DE9355.high-resolution geoid model using precise GPS observation and
 DE9355.processing techniques.
 DE9355
 DE9355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9355
 DE9355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9355
 DE9355.The ellipsoidal height was determined by GPS observations
 DE9355.and is referenced to NAD 83.
 DE9355
 DE9355.The geoid height was determined by GEOID03.
 DE9355
 DE9355;                    North         East     Units Scale Factor Converg.
 DE9355;SPC NC       -   261,114.885   520,365.081   MT  0.99998201   -0 34 19.1
 DE9355;SPC NC       -   856,674.42  1,707,231.10   sFT  0.99998201   -0 34 19.1
 DE9355;UTM  17      - 3,995,484.346   590,825.870   MT  0.99970164   +0 35 40.3
 DE9355
 DE9355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9355!SPC NC       -   0.99995875  x   0.99998201  =   0.99994076
 DE9355!UTM  17      -   0.99995875  x   0.99970164  =   0.99966041
 DE9355
 DE9355:                Primary Azimuth Mark                     Grid Az
 DE9355:SPC NC       -  616E 200                                 179 19 11.2
 DE9355:UTM  17      -  616E 200                                 178 09 11.8
 DE9355
 DE9355|---------------------------------------------------------------------|
 DE9355| PID    Reference Object                     Distance      Geod. Az  |
 DE9355|                                                           dddmmss.s |
 DE9355| DE9354 616E 200                            425.024 METERS 1784452.1 |
 DE9355|---------------------------------------------------------------------|
 DE9355
 DE9355                          SUPERSEDED SURVEY CONTROL
 DE9355
 DE9355  NAD 83(2001)-  36 05 59.12746(N)    079 59 27.58708(W) AD(       ) 1
 DE9355  ELLIP H (03/13/03)  262.809  (m)                       GP(       ) 4 2
 DE9355  NAD 83(1986)-  36 05 59.13340(N)    079 59 27.59560(W) AD(       ) 1
 DE9355
 DE9355.Superseded values are not recommended for survey control.
 DE9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9355.See file dsdata.txt to determine how the superseded data were derived.
 DE9355
 DE9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9082695484(NAD 83)
 DE9355_MARKER: DD = SURVEY DISK
 DE9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9355_STAMPING: 616E.201 7/97
 DE9355_MARK LOGO: NC1940
 DE9355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9355+STABILITY: SURFACE MOTION
 DE9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9355+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9355
 DE9355  HISTORY     - Date     Condition        Report By
 DE9355  HISTORY     - 1997     MONUMENTED       NC1940
 DE9355
 DE9355                          STATION DESCRIPTION
 DE9355
 DE9355'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9355'STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) WEST OF THE DOWNTOWN
 DE9355'GREENSBORO GOVERNMENT COMPLEX, AND 2.5 MI (4.0 KM) WEST OF THE
 DE9355'PIEDMONT TRIAD INTERNATIONAL AIRPORT, ALONG LITTLE SANTEE ROAD.
 DE9355'PROCEED WEST ALONG WEST MARKET STREET (US 421) FOR 1.5 MI (2.4 KM)
 DE9355'FROM THE NC 68 BRIDGE, THENCE LEFT/SOUTH ALONG LITTLE SANTEE ROAD FOR
 DE9355'0.3 MI (0.5 KM) TO A CURVE LEFT, AND STATION ON RIGHT/NORTHWEST SIDE
 DE9355'OF ROAD, AND ABOUT 100-FEET NORTH OF THE ENTRANCE TO N.C. MONROE
 DE9355'CONSTRUCTION COMPANY.
 DE9355'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD, AND FLUSH WITH
 DE9355'THE GROUND. LOCATED 20.7 FT (6.3 M) WEST-NORTHWEST OF THE CENTERLINE
 DE9355'OF LITTLE SANTEE ROAD, 49.7 FT (15.1 M) NORTH-NORTHEAST OF POWER POLE,
 DE9355'41.0 FT (12.5 M) WEST OF FIRE HYDRANT (ACROSS ROAD), AND 65.8 FT (20.1
 DE9355'M) NORTH-NORTHEAST OF SANITARY SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9278 ***********************************************************************
 DE9278  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9278  DESIGNATION -  61W 200
 DE9278  PID         -  DE9278
 DE9278  STATE/COUNTY-  NC/GUILFORD
 DE9278  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9278
 DE9278                         *CURRENT SURVEY CONTROL
 DE9278  ___________________________________________________________________
 DE9278* NAD 83(2007)-  36 04 35.90037(N)    079 43 29.37372(W)     ADJUSTED  
 DE9278* NAVD 88     -       235.55   (meters)     772.8    (feet)  GPS OBS   
 DE9278  ___________________________________________________________________
 DE9278  EPOCH DATE  -        2002.00
 DE9278  X           -     920,626.721 (meters)                     COMP
 DE9278  Y           -  -5,078,388.803 (meters)                     COMP
 DE9278  Z           -   3,735,188.733 (meters)                     COMP
 DE9278  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 DE9278  ELLIP HEIGHT-         204.887 (meters)          (02/10/07) ADJUSTED
 DE9278  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9278
 DE9278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9278  Type    PID    Designation                      North   East  Ellip
 DE9278  -------------------------------------------------------------------
 DE9278  NETWORK DE9278 61W 200                           1.10   0.86   1.51
 DE9278  -------------------------------------------------------------------
 DE9278
 DE9278.The horizontal coordinates were established by GPS observations
 DE9278.and adjusted by the National Geodetic Survey in February 2007.
 DE9278
 DE9278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9278.The horizontal coordinates are valid at the epoch date displayed above.
 DE9278.The epoch date for horizontal control is a decimal equivalence
 DE9278.of Year/Month/Day.
 DE9278
 DE9278.The orthometric height was determined by GPS observations and a
 DE9278.high-resolution geoid model.
 DE9278.The orthometric height was determined by GPS observations and a
 DE9278.high-resolution geoid model using precise GPS observation and
 DE9278.processing techniques.
 DE9278
 DE9278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9278
 DE9278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9278
 DE9278.The ellipsoidal height was determined by GPS observations
 DE9278.and is referenced to NAD 83.
 DE9278
 DE9278.The geoid height was determined by GEOID03.
 DE9278
 DE9278;                    North         East     Units Scale Factor Converg.
 DE9278;SPC NC       -   258,342.623   544,313.663   MT  0.99997612   -0 25 06.1
 DE9278;SPC NC       -   847,579.09  1,785,802.41   sFT  0.99997612   -0 25 06.1
 DE9278;UTM  17      - 3,993,201.369   614,820.027   MT  0.99976244   +0 45 03.6
 DE9278
 DE9278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9278!SPC NC       -   0.99996784  x   0.99997612  =   0.99994397
 DE9278!UTM  17      -   0.99996784  x   0.99976244  =   0.99973029
 DE9278
 DE9278:                Primary Azimuth Mark                     Grid Az
 DE9278:SPC NC       -  60E 200                                  004 12 01.7
 DE9278:UTM  17      -  60E 200                                  003 01 52.0
 DE9278
 DE9278|---------------------------------------------------------------------|
 DE9278| PID    Reference Object                     Distance      Geod. Az  |
 DE9278|                                                           dddmmss.s |
 DE9278| DE9279 60E 200                             APPROX. 0.5 KM 0034655.6 |
 DE9278| DE9402 61W 201                             APPROX. 0.8 KM 2130448.1 |
 DE9278|---------------------------------------------------------------------|
 DE9278
 DE9278                          SUPERSEDED SURVEY CONTROL
 DE9278
 DE9278  NAD 83(2001)-  36 04 35.90051(N)    079 43 29.37360(W) AD(       ) 1
 DE9278  ELLIP H (03/13/03)  204.876  (m)                       GP(       ) 4 2
 DE9278  NAD 83(1986)-  36 04 35.90673(N)    079 43 29.38037(W) AD(       ) 1
 DE9278
 DE9278.Superseded values are not recommended for survey control.
 DE9278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9278.See file dsdata.txt to determine how the superseded data were derived.
 DE9278
 DE9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1482093201(NAD 83)
 DE9278_MARKER: DD = SURVEY DISK
 DE9278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9278_STAMPING: 61W.200 7/97
 DE9278_MARK LOGO: NC1940
 DE9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9278+STABILITY: SURFACE MOTION
 DE9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9278+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9278
 DE9278  HISTORY     - Date     Condition        Report By
 DE9278  HISTORY     - 1997     MONUMENTED       NC1940
 DE9278
 DE9278                          STATION DESCRIPTION
 DE9278
 DE9278'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9278'STATION IS LOCATED NEAR THE EAST EDGE OF GREENSBORO, ABOUT 3.8 MI (6.1
 DE9278'KM) EAST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE INTERSECTION OF
 DE9278'WARD ROAD/SR 3024 AND WILSONWOOD ROAD/SR3149.
 DE9278'PROCEED ALONG BURLINGTON ROAD FOR 0.2 MI (0.3 KM) SOUTHWEST FROM THE
 DE9278'INTERSECTION WITH US 70 (WENDOVER AVENUE-BURLINGTON ROAD), THENCE
 DE9278'LEFT/SOUTH FOR 0.7 MI (1.1 KM) ALONG WARD ROAD TO WILSONWOOD ROAD ON
 DE9278'LEFT AND STATION ON RIGHT ABOUT 35-FEET SOUTH OF INTERSECTION.
 DE9278'MARK IS ABOUT 1-FOOT HIGHER THAN CENTER OF WARD ROAD, AND RECESSED 2
 DE9278'INCHES BELOW GROUND. LOCATED 21.8 FT (6.6 M) WEST OF THE CENTERLINE OF
 DE9278'WARD ROAD, 16.7 FT (5.1 M) SOUTH-SOUTHEAST OF POWER POLE WITH GUY WIRE
 DE9278'(ACROSS FENCE), 47.9 FT (14.6 M) WEST OF WARD/WILSONWOOD ROAD SIGN,
 DE9278'AND 68.1 FT (20.8 M) SOUTHWEST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9402 ***********************************************************************
 DE9402  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9402  DESIGNATION -  61W 201
 DE9402  PID         -  DE9402
 DE9402  STATE/COUNTY-  NC/GUILFORD
 DE9402  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9402
 DE9402                         *CURRENT SURVEY CONTROL
 DE9402  ___________________________________________________________________
 DE9402* NAD 83(2007)-  36 04 13.07569(N)    079 43 47.68694(W)     ADJUSTED  
 DE9402* NAVD 88     -       230.69   (meters)     756.9    (feet)  GPS OBS   
 DE9402  ___________________________________________________________________
 DE9402  EPOCH DATE  -        2002.00
 DE9402  X           -     920,248.991 (meters)                     COMP
 DE9402  Y           -  -5,078,874.283 (meters)                     COMP
 DE9402  Z           -   3,734,617.239 (meters)                     COMP
 DE9402  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 DE9402  ELLIP HEIGHT-         200.038 (meters)          (02/10/07) ADJUSTED
 DE9402  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 DE9402
 DE9402  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9402  Type    PID    Designation                      North   East  Ellip
 DE9402  -------------------------------------------------------------------
 DE9402  NETWORK DE9402 61W 201                           2.20   2.18   3.12
 DE9402  -------------------------------------------------------------------
 DE9402
 DE9402.The horizontal coordinates were established by GPS observations
 DE9402.and adjusted by the National Geodetic Survey in February 2007.
 DE9402
 DE9402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9402.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9402.The horizontal coordinates are valid at the epoch date displayed above.
 DE9402.The epoch date for horizontal control is a decimal equivalence
 DE9402.of Year/Month/Day.
 DE9402
 DE9402.The orthometric height was determined by GPS observations and a
 DE9402.high-resolution geoid model.
 DE9402.The orthometric height was determined by GPS observations and a
 DE9402.high-resolution geoid model using precise GPS observation and
 DE9402.processing techniques.
 DE9402
 DE9402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9402
 DE9402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9402
 DE9402.The ellipsoidal height was determined by GPS observations
 DE9402.and is referenced to NAD 83.
 DE9402
 DE9402.The geoid height was determined by GEOID03.
 DE9402
 DE9402;                    North         East     Units Scale Factor Converg.
 DE9402;SPC NC       -   257,642.507   543,850.294   MT  0.99997453   -0 25 16.6
 DE9402;SPC NC       -   845,282.13  1,784,282.17   sFT  0.99997453   -0 25 16.6
 DE9402;UTM  17      - 3,992,492.095   614,371.137   MT  0.99976118   +0 44 52.4
 DE9402
 DE9402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9402!SPC NC       -   0.99996861  x   0.99997453  =   0.99994314
 DE9402!UTM  17      -   0.99996861  x   0.99976118  =   0.99972979
 DE9402
 DE9402:                Primary Azimuth Mark                     Grid Az
 DE9402:SPC NC       -  61W 200                                  033 29 53.9
 DE9402:UTM  17      -  61W 200                                  032 19 44.9
 DE9402
 DE9402|---------------------------------------------------------------------|
 DE9402| PID    Reference Object                     Distance      Geod. Az  |
 DE9402|                                                           dddmmss.s |
 DE9402| DE9278 61W 200                             APPROX. 0.8 KM 0330437.3 |
 DE9402| DE9401 62W 200                             APPROX. 0.6 KM 1814410.0 |
 DE9402|---------------------------------------------------------------------|
 DE9402
 DE9402                          SUPERSEDED SURVEY CONTROL
 DE9402
 DE9402  NAD 83(2001)-  36 04 13.07565(N)    079 43 47.68685(W) AD(       ) 1
 DE9402  ELLIP H (03/13/03)  200.023  (m)                       GP(       ) 4 2
 DE9402  NAD 83(1986)-  36 04 13.08223(N)    079 43 47.69341(W) AD(       ) 1
 DE9402
 DE9402.Superseded values are not recommended for survey control.
 DE9402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9402.See file dsdata.txt to determine how the superseded data were derived.
 DE9402
 DE9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1437192492(NAD 83)
 DE9402_MARKER: DD = SURVEY DISK
 DE9402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9402_STAMPING: 61W201 1999
 DE9402_MARK LOGO: NC1940
 DE9402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9402+STABILITY: SURFACE MOTION
 DE9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9402+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9402
 DE9402  HISTORY     - Date     Condition        Report By
 DE9402  HISTORY     - 1999     MONUMENTED       NC1940
 DE9402
 DE9402                          STATION DESCRIPTION
 DE9402
 DE9402'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9402'STATION IS ABOUT 3.5 MI (5.6 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9402'GOVERNMENT PLAZA, NEAR THE INTERSECTION OF HOLTS CHAPEL ROAD AND JFH
 DE9402'DAIRY ROAD.
 DE9402'TO REACH STATION FROM THE MC CONNELL ROAD INTERCHANGE OF I-85 AND I-40
 DE9402'PROCEED ALONG MC CONNELL ROAD FOR 1.75 MI (2.82 KM) NORTHWEST, THENCE
 DE9402'NORTHWEST ALONG OLD MC CONNELL ROAD FOR 0.2 MI (0.3 KM) , THENCE NORTH
 DE9402'ALONG JFH DAIRY ROAD FOR 0.6 MI (1.0 KM) TO STATION ON RIGHT (EAST)
 DE9402'SIDE OF ROAD.
 DE9402'MARK IS ABOUT 1-FOOT HIGHER THAN ROAD AND FLUSH WITH THE GROUND.
 DE9402'LOCATED 19.6 FT (6.0 M) EAST OF THE CENTERLINE OF JFH DAIRY ROAD, 65.6
 DE9402'FT (20.0 M) SOUTH-SOUTHEAST OF A--JFH DAIRY ROAD-HOLTS CHAPEL
 DE9402'ROAD--SIGN, 8.6 FT (2.6 M) NORTHWEST OF BOTH A POWER POLE WITH LIGHT
 DE9402'AND A SPEED LIMIT SIGN, AND 9.0 FT (2.7 M) SOUTHWEST OF A GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7252 ***********************************************************************
 AC7252  DESIGNATION -  62 EGB
 AC7252  PID         -  AC7252
 AC7252  STATE/COUNTY-  NC/MECKLENBURG
 AC7252  USGS QUAD   -  CHARLOTTE WEST (1993)
 AC7252
 AC7252                         *CURRENT SURVEY CONTROL
 AC7252  ___________________________________________________________________
 AC7252* NAD 83(2001)-  35 10 48.75772(N)    080 53 22.66459(W)     ADJUSTED  
 AC7252* NAVD 88     -       219.542  (meters)     720.28   (feet)  ADJUSTED  
 AC7252  ___________________________________________________________________
 AC7252  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AC7252  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AC7252  DYNAMIC HT  -         219.343 (meters)     719.63  (feet)  COMP
 AC7252  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 AC7252
 AC7252  HORZ ORDER  -  SECOND
 AC7252  VERT ORDER  -  SECOND    CLASS II
 AC7252
 AC7252.The horizontal coordinates were established by classical geodetic methods
 AC7252.and adjusted by the National Geodetic Survey in August 2005.
 AC7252
 AC7252.The orthometric height was determined by differential leveling
 AC7252.and adjusted in July 1997.
 AC7252
 AC7252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7252
 AC7252.The geoid height was determined by GEOID03.
 AC7252
 AC7252.The dynamic height is computed by dividing the NAVD 88
 AC7252.geopotential number by the normal gravity value computed on the
 AC7252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7252.degrees latitude (g = 980.6199 gals.).
 AC7252
 AC7252.The modeled gravity was interpolated from observed gravity values.
 AC7252
 AC7252;                    North         East     Units Scale Factor Converg.
 AC7252;SPC NC       -   160,291.059   437,511.681   MT  0.99987337   -1 05 26.3
 AC7252;SPC NC       -   525,888.25  1,435,402.91   sFT  0.99987337   -1 05 26.3
 AC7252;UTM  17      - 3,893,033.595   510,049.403   MT  0.99960124   +0 03 48.9
 AC7252
 AC7252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7252!SPC NC       -   0.99997031  x   0.99987337  =   0.99984368
 AC7252!UTM  17      -   0.99997031  x   0.99960124  =   0.99957156
 AC7252
 AC7252                          SUPERSEDED SURVEY CONTROL
 AC7252
 AC7252  NAD 83(1986)-  35 10 48.77534(N)    080 53 22.67188(W) AD(       ) 2
 AC7252  NGVD 29 (03/05/98)  219.77   (m)          721.0    (f) LEVELING    3  
 AC7252
 AC7252.Superseded values are not recommended for survey control.
 AC7252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7252.See file dsdata.txt to determine how the superseded data were derived.
 AC7252
 AC7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1004993034(NAD 83)
 AC7252_MARKER: DD = SURVEY DISK
 AC7252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7252_SP_SET: WHEELGUARD
 AC7252_STAMPING: 62 EGB 1965 721
 AC7252_MARK LOGO: USGS  
 AC7252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC7252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7252+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 AC7252
 AC7252  HISTORY     - Date     Condition        Report By
 AC7252  HISTORY     - 1965     MONUMENTED       USGS
 AC7252  HISTORY     - 19880316 GOOD             NCGS
 AC7252  HISTORY     - 20041120 GOOD             USPSQD
 AC7252  HISTORY     - 20060828 GOOD             USPSQD
 AC7252
 AC7252                          STATION DESCRIPTION
 AC7252
 AC7252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AC7252'STATION IS LOCATED AT THE CHARLOTTE CITY LIMITS. ALONG NC 49 (SOUTH
 AC7252'TRYON STREET), AT THE BRIDGE OVER THE SOUTHERN RAILWAY SPUR LINE,
 AC7252'ABOUT 200 FEET SOUTH OF WOODLAWN ROAD. MARK IS 1.5 FEET HIGHER THAN
 AC7252'HIGHWAY AT THE NORTH END OF THE BRIDGE. LOCATED 10.97 M (35.99 FT)
 AC7252'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.27 M (0.89 FT) WEST OF THE
 AC7252'BRIDGE RAIL, AND 0.46 M (1.51 FT) SOUTH OF THE NORTH END OF THE EAST
 AC7252'WHEELGUARD.
 AC7252
 AC7252                          STATION RECOVERY (2004)
 AC7252
 AC7252'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRI)
 AC7252'RECOVERED AS DESCRIBED.
 AC7252
 AC7252                          STATION RECOVERY (2006)
 AC7252
 AC7252'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC7252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2322 ***********************************************************************
 FY2322  DESIGNATION -  62 MAX
 FY2322  PID         -  FY2322
 FY2322  STATE/COUNTY-  NC/CASWELL
 FY2322  USGS QUAD   -  PARK SPRING (1994)
 FY2322
 FY2322                         *CURRENT SURVEY CONTROL
 FY2322  ___________________________________________________________________
 FY2322* NAD 83(2001)-  36 29 17.94378(N)    079 22 58.86750(W)     ADJUSTED  
 FY2322* NAVD 88     -       163.559  (meters)     536.61   (feet)  ADJUSTED  
 FY2322  ___________________________________________________________________
 FY2322  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 FY2322  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FY2322  DYNAMIC HT  -         163.425 (meters)     536.17  (feet)  COMP
 FY2322  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 FY2322
 FY2322  HORZ ORDER  -  SECOND
 FY2322  VERT ORDER  -  FIRST     CLASS II
 FY2322
 FY2322.The horizontal coordinates were established by classical geodetic methods
 FY2322.and adjusted by the National Geodetic Survey in August 2005.
 FY2322
 FY2322.The orthometric height was determined by differential leveling
 FY2322.and adjusted in June 1991.
 FY2322
 FY2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2322
 FY2322.The geoid height was determined by GEOID03.
 FY2322
 FY2322.The dynamic height is computed by dividing the NAVD 88
 FY2322.geopotential number by the normal gravity value computed on the
 FY2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2322.degrees latitude (g = 980.6199 gals.).
 FY2322
 FY2322.The modeled gravity was interpolated from observed gravity values.
 FY2322
 FY2322;                    North         East     Units Scale Factor Converg.
 FY2322;SPC NC       -   303,853.778   575,277.453   MT  1.00010567   -0 13 15.8
 FY2322;SPC NC       -   996,893.60  1,887,389.44   sFT  1.00010567   -0 13 15.8
 FY2322;UTM  17      - 4,039,327.768   644,836.614   MT  0.99985846   +0 57 42.2
 FY2322
 FY2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2322!SPC NC       -   0.99997930  x   1.00010567  =   1.00008497
 FY2322!UTM  17      -   0.99997930  x   0.99985846  =   0.99983777
 FY2322
 FY2322                          SUPERSEDED SURVEY CONTROL
 FY2322
 FY2322  NAD 83(1993)-  36 29 17.94419(N)    079 22 58.86806(W) AD(       ) 2
 FY2322  NAD 83(1986)-  36 29 17.94833(N)    079 22 58.87110(W) AD(       ) 2
 FY2322  NGVD 29 (03/05/92)  163.788  (m)          537.36   (f) ADJUSTED    1 2
 FY2322
 FY2322.Superseded values are not recommended for survey control.
 FY2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2322.See file dsdata.txt to determine how the superseded data were derived.
 FY2322
 FY2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4483739328(NAD 83)
 FY2322_MARKER: DB = BENCH MARK DISK
 FY2322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2322_SP_SET: HEADWALL
 FY2322_STAMPING: 62 MAX 1971 537
 FY2322_MARK LOGO: USGS  
 FY2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2322+STABILITY: SURFACE MOTION
 FY2322
 FY2322  HISTORY     - Date     Condition        Report By
 FY2322  HISTORY     - 1971     MONUMENTED       USGS
 FY2322  HISTORY     - 1982     GOOD             NCGS
 FY2322  HISTORY     - 19960226 GOOD             GEOMET
 FY2322
 FY2322                          STATION DESCRIPTION
 FY2322
 FY2322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2322'1.7 MI SW FROM PROVIDENCE.
 FY2322'ALONG NC 86, 3.8 MILES SOUTH OF THE NORTH CAROLINA-VIRGINIA STATE
 FY2322'LINE, AT THE INTERSECTION WITH SR 1300 IN SOUTHWEST QUADRANT, IN
 FY2322'SOUTHEAST END OF CULVERT HEADWALL,53.5 FEET WEST OF CENTERLINE OF
 FY2322'HIGHWAY, 75.1 FEET SOUTH OF EAST END OF TRAFFIC ISLAND, 3.3 FEET
 FY2322'EAST OF WEST END OF HEADWALL AND 90.5 FEET SOUTHWEST OF STATION
 FY2322'CARROLL.
 FY2322'THE MARK IS 2 FT BELOW HIGHWAY.
 FY2322
 FY2322                          STATION RECOVERY (1996)
 FY2322
 FY2322'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY2322'24 INCHES.  RT 86 AND RT 1300.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2161 ***********************************************************************
 FY2161  DESIGNATION -  62 RJN
 FY2161  PID         -  FY2161
 FY2161  STATE/COUNTY-  NC/CASWELL
 FY2161  USGS QUAD   -  RIDGEVILLE (1994)
 FY2161
 FY2161                         *CURRENT SURVEY CONTROL
 FY2161  ___________________________________________________________________
 FY2161* NAD 83(1986)-  36 20 05.     (N)    079 14 58.     (W)     SCALED    
 FY2161* NAVD 88     -       193.370  (meters)     634.41   (feet)  ADJUSTED  
 FY2161  ___________________________________________________________________
 FY2161  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FY2161  DYNAMIC HT  -         193.217 (meters)     633.91  (feet)  COMP
 FY2161  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 FY2161
 FY2161  VERT ORDER  -  SECOND    CLASS II
 FY2161
 FY2161.The horizontal coordinates were scaled from a topographic map and have
 FY2161.an estimated accuracy of +/- 6 seconds.
 FY2161
 FY2161.The orthometric height was determined by differential leveling
 FY2161.and adjusted in June 1991.
 FY2161
 FY2161.The geoid height was determined by GEOID03.
 FY2161
 FY2161.The dynamic height is computed by dividing the NAVD 88
 FY2161.geopotential number by the normal gravity value computed on the
 FY2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2161.degrees latitude (g = 980.6199 gals.).
 FY2161
 FY2161.The modeled gravity was interpolated from observed gravity values.
 FY2161
 FY2161;                    North         East    Units  Estimated Accuracy
 FY2161;SPC NC       -   286,770.      587,210.      MT  (+/- 180 meters Scaled)
 FY2161
 FY2161                          SUPERSEDED SURVEY CONTROL
 FY2161
 FY2161  NGVD 29 (03/05/92)  193.598  (m)          635.16   (f) ADJUSTED    2 2
 FY2161
 FY2161.Superseded values are not recommended for survey control.
 FY2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2161.See file dsdata.txt to determine how the superseded data were derived.
 FY2161
 FY2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA571224(NAD 83)
 FY2161_MARKER: DB = BENCH MARK DISK
 FY2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2161_SP_SET: CONCRETE POST
 FY2161_STAMPING: 62 RJN 1964 635
 FY2161_MARK LOGO: USGS  
 FY2161_PROJECTION: FLUSH
 FY2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2161+STABILITY: SURFACE MOTION
 FY2161
 FY2161  HISTORY     - Date     Condition        Report By
 FY2161  HISTORY     - 1964     MONUMENTED       USGS
 FY2161  HISTORY     - 1982     GOOD             NCGS
 FY2161  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY2161  HISTORY     - 20060308 GOOD             GEOCAC
 FY2161
 FY2161                          STATION DESCRIPTION
 FY2161
 FY2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2161'6.7 MI NW FROM PROSPECT HILL.
 FY2161'ALONG NC 86, 0.6 MILE NORTHWEST OF THE INTERSECTION WITH NC 119
 FY2161'NORTHEAST OF HIGHTOWERS, AT THE INTERSECTION WITH SR 1729 IN THE
 FY2161'SOUTH QUADRANT, 31.9 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 26.3
 FY2161'FEET SOUTHEAST OF CENTERLINE OF SR 1729 AND 3.9 FEET EAST OF 12
 FY2161'INCH PINE WITH REFERENCE TAG.
 FY2161'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2161
 FY2161                          STATION RECOVERY (1987)
 FY2161
 FY2161'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FY2161'MARK NOT FOUND.
 FY2161
 FY2161                          STATION RECOVERY (2006)
 FY2161
 FY2161'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2161'RECOVERED AS DESCRIBED. HH2 GPS READING N36 20 05.9, W079 14 58.3.
 FY2161' 
 FY2161' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9401 ***********************************************************************
 DE9401  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9401  DESIGNATION -  62W 200
 DE9401  PID         -  DE9401
 DE9401  STATE/COUNTY-  NC/GUILFORD
 DE9401  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9401
 DE9401                         *CURRENT SURVEY CONTROL
 DE9401  ___________________________________________________________________
 DE9401* NAD 83(2007)-  36 03 53.66665(N)    079 43 48.41155(W)     ADJUSTED  
 DE9401* NAVD 88     -       231.26   (meters)     758.7    (feet)  GPS OBS   
 DE9401  ___________________________________________________________________
 DE9401  EPOCH DATE  -        2002.00
 DE9401  X           -     920,294.030 (meters)                     COMP
 DE9401  Y           -  -5,079,224.562 (meters)                     COMP
 DE9401  Z           -   3,734,134.012 (meters)                     COMP
 DE9401  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 DE9401  ELLIP HEIGHT-         200.636 (meters)          (02/10/07) ADJUSTED
 DE9401  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DE9401
 DE9401  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9401  Type    PID    Designation                      North   East  Ellip
 DE9401  -------------------------------------------------------------------
 DE9401  NETWORK DE9401 62W 200                           1.98   2.12   2.86
 DE9401  -------------------------------------------------------------------
 DE9401
 DE9401.The horizontal coordinates were established by GPS observations
 DE9401.and adjusted by the National Geodetic Survey in February 2007.
 DE9401
 DE9401.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9401.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9401.The horizontal coordinates are valid at the epoch date displayed above.
 DE9401.The epoch date for horizontal control is a decimal equivalence
 DE9401.of Year/Month/Day.
 DE9401
 DE9401.The orthometric height was determined by GPS observations and a
 DE9401.high-resolution geoid model.
 DE9401.The orthometric height was determined by GPS observations and a
 DE9401.high-resolution geoid model using precise GPS observation and
 DE9401.processing techniques.
 DE9401
 DE9401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9401
 DE9401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9401
 DE9401.The ellipsoidal height was determined by GPS observations
 DE9401.and is referenced to NAD 83.
 DE9401
 DE9401.The geoid height was determined by GEOID03.
 DE9401
 DE9401;                    North         East     Units Scale Factor Converg.
 DE9401;SPC NC       -   257,044.441   543,827.763   MT  0.99997319   -0 25 17.0
 DE9401;SPC NC       -   843,319.97  1,784,208.25   sFT  0.99997319   -0 25 17.0
 DE9401;UTM  17      - 3,991,893.821   614,360.816   MT  0.99976115   +0 44 51.6
 DE9401
 DE9401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9401!SPC NC       -   0.99996851  x   0.99997319  =   0.99994170
 DE9401!UTM  17      -   0.99996851  x   0.99976115  =   0.99972967
 DE9401
 DE9401:                Primary Azimuth Mark                     Grid Az
 DE9401:SPC NC       -  61W 201                                  002 09 26.5
 DE9401:UTM  17      -  61W 201                                  000 59 17.9
 DE9401
 DE9401|---------------------------------------------------------------------|
 DE9401| PID    Reference Object                     Distance      Geod. Az  |
 DE9401|                                                           dddmmss.s |
 DE9401| DE9402 61W 201                             APPROX. 0.6 KM 0014409.5 |
 DE9401|---------------------------------------------------------------------|
 DE9401
 DE9401                          SUPERSEDED SURVEY CONTROL
 DE9401
 DE9401  NAD 83(2001)-  36 03 53.66659(N)    079 43 48.41146(W) AD(       ) 1
 DE9401  ELLIP H (03/13/03)  200.619  (m)                       GP(       ) 4 2
 DE9401  NAD 83(1986)-  36 03 53.67322(N)    079 43 48.41798(W) AD(       ) 1
 DE9401
 DE9401.Superseded values are not recommended for survey control.
 DE9401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9401.See file dsdata.txt to determine how the superseded data were derived.
 DE9401
 DE9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1436191894(NAD 83)
 DE9401_MARKER: DD = SURVEY DISK
 DE9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9401_STAMPING: 62W200 1999
 DE9401_MARK LOGO: NC1940
 DE9401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9401+STABILITY: SURFACE MOTION
 DE9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9401+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9401
 DE9401  HISTORY     - Date     Condition        Report By
 DE9401  HISTORY     - 1999     MONUMENTED       NC1940
 DE9401
 DE9401                          STATION DESCRIPTION
 DE9401
 DE9401'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9401'STATION IS ABOUT 3.5 MI (5.6 KM) EAST OF THE DOWNTOWN GREENSBORO
 DE9401'GOVERNMENT PLAZA, NEAR THE INTERSECTION OF OLD MC CONNELL ROAD AND JFH
 DE9401'DAIRY ROAD.
 DE9401'TO REACH STATION FROM THE MC CONNELL ROAD INTERCHANGE OF I-85 AND I-40
 DE9401'PROCEED ALONG MC CONNELL ROAD FOR 1.75 MI (2.82 KM) NORTHWEST, THENCE
 DE9401'NORTHWEST ALONG OLD MC CONNELL ROAD FOR 0.2 MI (0.3 KM) , THENCE NORTH
 DE9401'ALONG JFH DAIRY ROAD FOR 0.2 MI (0.3 KM) TO STATION IN THE WEST
 DE9401'SHOULDER OF ROAD.
 DE9401'MARK IS ABOUT 0.4-FOOT LOWER THAN THE EDGE OF PAVEMENT AND FLUSH WITH
 DE9401'THE GROUND. LOCATED 17.8 FT (5.4 M) WEST OF THE CENTERLINE OF JFH
 DE9401'DAIRY ROAD, 8.2 FT (2.5 M) EAST OF FENCE POST AND 44.3 FT (13.5 M)
 DE9401'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1703 ***********************************************************************
 FB1703  DESIGNATION -  63 A
 FB1703  PID         -  FB1703
 FB1703  STATE/COUNTY-  NC/SWAIN
 FB1703  USGS QUAD   -  NOLAND CREEK (1978)
 FB1703
 FB1703                         *CURRENT SURVEY CONTROL
 FB1703  ___________________________________________________________________
 FB1703* NAD 83(1986)-  35 26 05.     (N)    083 36 58.     (W)     SCALED    
 FB1703* NAVD 88     -       443.85   (+/-2cm)    1456.2    (feet)  VERTCON   
 FB1703  ___________________________________________________________________
 FB1703  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1703  VERT ORDER  -  ? (See Below)
 FB1703
 FB1703.The horizontal coordinates were scaled from a topographic map and have
 FB1703.an estimated accuracy of +/- 6 seconds.
 FB1703
 FB1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1703.The vertical order pertains to the NGVD 29 superseded value.
 FB1703
 FB1703.The geoid height was determined by GEOID03.
 FB1703
 FB1703;                    North         East    Units  Estimated Accuracy
 FB1703;SPC NC       -   196,630.      190,650.      MT  (+/- 180 meters Scaled)
 FB1703
 FB1703                          SUPERSEDED SURVEY CONTROL
 FB1703
 FB1703  NGVD 29 (??/??/92)  443.902  (m)         1456.37   (f) ADJ UNCH    ?  
 FB1703
 FB1703.Superseded values are not recommended for survey control.
 FB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1703.See file dsdata.txt to determine how the superseded data were derived.
 FB1703
 FB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV625243(NAD 83)
 FB1703_MARKER: Z = SEE DESCRIPTION
 FB1703_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1703_SP_SET: UNSPECIFIED ROCK
 FB1703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1703
 FB1703  HISTORY     - Date     Condition        Report By
 FB1703  HISTORY     - UNK      MONUMENTED       USGS
 FB1703  HISTORY     - 1934     GOOD             NGS
 FB1703
 FB1703                          STATION DESCRIPTION
 FB1703
 FB1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1703'1.9 MI W FROM BUSHNELL.
 FB1703'1.9 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1703'BUSHNELL, SWAIN COUNTY, 570 FEET EAST OF MILEPOST 2, 10 FEET
 FB1703'NORTH OF THE NORTH RAIL, AND 3 1/2 FEET HIGHER THAN THE TRACK,
 FB1703'ON A LARGE ROCK.  A CHISELED POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4576 ***********************************************************************
 AE4576  DESIGNATION -  63 JAS
 AE4576  PID         -  AE4576
 AE4576  STATE/COUNTY-  NC/IREDELL
 AE4576  USGS QUAD   -  SHEPHERDS (1969)
 AE4576
 AE4576                         *CURRENT SURVEY CONTROL
 AE4576  ___________________________________________________________________
 AE4576* NAD 83(2001)-  35 41 51.41796(N)    080 46 34.91018(W)     ADJUSTED  
 AE4576* NAVD 88     -       268.98   (+/-2cm)     882.5    (feet)  VERTCON   
 AE4576  ___________________________________________________________________
 AE4576  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AE4576  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 AE4576  HORZ ORDER  -  SECOND
 AE4576  VERT ORDER  -  THIRD ? (See Below)
 AE4576
 AE4576.The horizontal coordinates were established by classical geodetic methods
 AE4576.and adjusted by the National Geodetic Survey in August 2005.
 AE4576
 AE4576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4576.The vertical order pertains to the NGVD 29 superseded value.
 AE4576
 AE4576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4576
 AE4576.The geoid height was determined by GEOID03.
 AE4576
 AE4576;                    North         East     Units Scale Factor Converg.
 AE4576;SPC NC       -   217,490.037   448,852.710   MT  0.99990279   -1 01 31.0
 AE4576;SPC NC       -   713,548.56  1,472,610.93   sFT  0.99990279   -1 01 31.0
 AE4576;UTM  17      - 3,950,433.545   520,232.467   MT  0.99960504   +0 07 49.8
 AE4576
 AE4576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4576!SPC NC       -   0.99996275  x   0.99990279  =   0.99986555
 AE4576!UTM  17      -   0.99996275  x   0.99960504  =   0.99956781
 AE4576
 AE4576                          SUPERSEDED SURVEY CONTROL
 AE4576
 AE4576  NAD 83(1986)-  35 41 51.42808(N)    080 46 34.91642(W) AD(       ) 2
 AE4576  NGVD 29 (11/20/97)  269.20   (m)          883.2    (f) LEVELING    3  
 AE4576
 AE4576.Superseded values are not recommended for survey control.
 AE4576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4576.See file dsdata.txt to determine how the superseded data were derived.
 AE4576
 AE4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2023250434(NAD 83)
 AE4576_MARKER: DB = BENCH MARK DISK
 AE4576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4576_STAMPING: 63 JAS 1965 883
 AE4576_MARK LOGO: USGS  
 AE4576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4576+STABILITY: SURFACE MOTION
 AE4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4576+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 AE4576
 AE4576  HISTORY     - Date     Condition        Report By
 AE4576  HISTORY     - 1965     MONUMENTED       USGS
 AE4576  HISTORY     - 19911009 GOOD             NCGS
 AE4576
 AE4576                          STATION DESCRIPTION
 AE4576
 AE4576'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4576'STATION IS LOCATED ABOUT 8.85 MI (14.24 KM) SOUTHEAST OF STATESVILLE,
 AE4576'IN THE COMMUNITY OF AMITY HILL. PROCEED ALONG US 21-NC 115 FOR 0.65 MI
 AE4576'(1.05 KM) NORTHWEST FROM THE I-77 OVERPASS, THENCE EAST FOR 5.65 MI
 AE4576'(9.09 KM) ALONG SR 1001 (OSWALT-AMITY ROAD) TO SR 2362 (TRIPLETT ROAD)
 AE4576'AND THE STATION, IN THE NORTHEAST QUADRANT OF THE CROSSROADS, OR 0.8
 AE4576'MI (1.3 KM) WEST FROM THE IREDELL-ROWAN COUNTY LINE. MARK IS ABOUT 2
 AE4576'FEET LOWER THAN SR 1001 AND RECESSED 1 INCH BELOW GROUND. LOCATED 72.5
 AE4576'FT (22.1 M) NORTH OF THE CENTERLINE OF SR 1001 (OSWALT-AMITY ROAD),
 AE4576'29.5 FT (9.0 M) EAST OF THE CENTERLINE OF SR 2362 (TRIPLETT ROAD), 0.4
 AE4576'FT (0.1 M) WEST OF A WITNESS POST, 63.5 FT (19.4 M) SOUTH-SOUTHWEST OF
 AE4576'THE SOUTHWEST CORNER OF A BARN, AND 3.4 FT (1.0 M) NORTH-NORTHWEST OF
 AE4576'A RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4618 ***********************************************************************
 AE4618  DESIGNATION -  63 JAS
 AE4618  PID         -  AE4618
 AE4618  STATE/COUNTY-  NC/CABARRUS
 AE4618  USGS QUAD   -  KANNAPOLIS (1993)
 AE4618
 AE4618                         *CURRENT SURVEY CONTROL
 AE4618  ___________________________________________________________________
 AE4618* NAD 83(2007)-  35 24 26.28442(N)    080 42 47.78859(W)     ADJUSTED  
 AE4618* NAVD 88     -       221.98   (meters)     728.3    (feet)  LEVELING  
 AE4618  ___________________________________________________________________
 AE4618  EPOCH DATE  -        2002.00
 AE4618  X           -     839,882.400 (meters)                     COMP
 AE4618  Y           -  -5,136,317.679 (meters)                     COMP
 AE4618  Z           -   3,674,900.970 (meters)                     COMP
 AE4618  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AE4618  ELLIP HEIGHT-         191.335 (meters)          (02/10/07) ADJUSTED
 AE4618  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AE4618
 AE4618  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4618  Type    PID    Designation                      North   East  Ellip
 AE4618  -------------------------------------------------------------------
 AE4618  NETWORK AE4618 63 JAS                            1.86   1.31   1.61
 AE4618  -------------------------------------------------------------------
 AE4618  VERT ORDER  -  THIRD ?
 AE4618
 AE4618.The horizontal coordinates were established by GPS observations
 AE4618.and adjusted by the National Geodetic Survey in February 2007.
 AE4618
 AE4618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4618.The horizontal coordinates are valid at the epoch date displayed above.
 AE4618.The epoch date for horizontal control is a decimal equivalence
 AE4618.of Year/Month/Day.
 AE4618
 AE4618.The orthometric height was determined by differential leveling.
 AE4618.The vertical network tie was performed by a horz. field party for horz.
 AE4618.obs reductions. Reset procedures were used to establish the elevation.
 AE4618
 AE4618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4618
 AE4618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4618
 AE4618.The ellipsoidal height was determined by GPS observations
 AE4618.and is referenced to NAD 83.
 AE4618
 AE4618.The geoid height was determined by GEOID03.
 AE4618
 AE4618;                    North         East     Units Scale Factor Converg.
 AE4618;SPC NC       -   185,187.468   454,005.452   MT  0.99987626   -0 59 19.9
 AE4618;SPC NC       -   607,569.22  1,489,516.22   sFT  0.99987626   -0 59 19.9
 AE4618;UTM  17      - 3,918,250.485   526,033.893   MT  0.99960835   +0 09 58.1
 AE4618
 AE4618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4618!SPC NC       -   0.99996997  x   0.99987626  =   0.99984623
 AE4618!UTM  17      -   0.99996997  x   0.99960835  =   0.99957833
 AE4618
 AE4618                          SUPERSEDED SURVEY CONTROL
 AE4618
 AE4618  NAD 83(1986)-  35 24 26.29950(N)    080 42 47.79693(W) AD(       ) 1
 AE4618  NAD 83(2001)-  35 24 26.28450(N)    080 42 47.78879(W) AD(       ) 1
 AE4618  ELLIP H (09/17/03)  191.342  (m)                       GP(       ) 4 2
 AE4618
 AE4618.Superseded values are not recommended for survey control.
 AE4618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4618.See file dsdata.txt to determine how the superseded data were derived.
 AE4618
 AE4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2603418250(NAD 83)
 AE4618_MARKER: DB = BENCH MARK DISK
 AE4618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4618_STAMPING: 63 JAS 1966
 AE4618_MARK LOGO: USGS  
 AE4618_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4618+STABILITY: SURFACE MOTION
 AE4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4618+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 AE4618
 AE4618  HISTORY     - Date     Condition        Report By
 AE4618  HISTORY     - 1966     MONUMENTED       USGS
 AE4618  HISTORY     - 19920716 GOOD             NCGS
 AE4618  HISTORY     - 19991210 GOOD             NCGS
 AE4618  HISTORY     - 20030501 GOOD             NCGS
 AE4618  HISTORY     - 20070330 MARK NOT FOUND   NCDOT
 AE4618
 AE4618                          STATION DESCRIPTION
 AE4618
 AE4618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE4618'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF KANNAPOLIS AND
 AE4618'7.0 MI (11.3 KM) WEST OF CONCORD. ALONG SR 1394 (POPLAR TENT ROAD) FOR
 AE4618'0.95 MI (1.53 KM) WEST FROM I-85, AT SR 1445 (DERITA ROAD), ON THE
 AE4618'SOUTHEAST SIDE OF THE T-INTERSECTION. MARK IS ABOUT 3 FEET HIGHER THAN
 AE4618'THE ROAD AND PROJECTS 1 INCH ABOVE GROUND. LOCATED 34.0 FT (10.4 M)
 AE4618'SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1394, 31.5 FT (9.6 M)
 AE4618'EAST-SOUTHEAST OF THE CENTERLINE OF SR 1445, 4.5 FT (1.4 M)
 AE4618'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL, AND 11.0 FT (3.4 M)
 AE4618'NORTH-NORTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 AE4618
 AE4618                          STATION RECOVERY (1999)
 AE4618
 AE4618'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999
 AE4618'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF KANNAPOLIS AND
 AE4618'7.0 MI (11.3 KM) WEST OF CONCORD. ALONG SR 1394 (POPLAR TENT ROAD) FOR
 AE4618'0.95 MI (1.53 KM) WEST FROM I-85, AT SR 1445 (DERITA ROAD), ON THE
 AE4618'SOUTHEST SIDE OF THE T-INTERSECTION.
 AE4618'MARK IS ABOUT 3 FEET (0.9 M) HIGHER THAN THE ROAD AND PROJECTS 1 INCH
 AE4618'ABOVE THE GROUND. LOCATED 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF THE
 AE4618'CENTERLINE OF SR 1394, 31.5 FT (9.6 M) EAST-SOUTHEAST OF THE
 AE4618'CENTERLINE OF 1445, 4.5 FT (1.4 M) NORTH-NORTHWEST OF A TELEPHONE
 AE4618'PEDESTAL, AND 11.0 FT (3.4 M) NORTH-NORTHWEST OF A TELEPHONE POLE WITH
 AE4618'A REFERENCE TAG.
 AE4618
 AE4618                          STATION RECOVERY (2003)
 AE4618
 AE4618'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (PAC)
 AE4618'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF KANNAPOLIS AND
 AE4618'7.0 MI (11.3 KM) WEST OF CONCORD. ALONG SR 1394 (POPLAR TENT ROAD) FOR
 AE4618'0.95 MI (1.53 KM) WEST FROM I-85, AT SR 1445 (DERITA ROAD), ON THE
 AE4618'SOUTHEST SIDE OF THE T-INTERSECTION. MARK IS ABOUT 3 FEET (0.9 M)
 AE4618'HIGHER THAN THE ROAD AND PROJECTS 1 INCH ABOVE THE GROUND. LOCATED
 AE4618'34.0 FT (10.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1394, 31.5 FT
 AE4618'(9.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF 1445, 4.5 FT (1.4 M)
 AE4618'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL, AND 11.0 FT (3.4 M)
 AE4618'NORTH-NORTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 AE4618
 AE4618                          STATION RECOVERY (2007)
 AE4618
 AE4618'RECOVERY NOTE BY 
NC DOT 2007 (JIJ)
 AE4618'THE INTERSECTION OF SR 1394 AND SR 1445 HAS BEEN WIDENED. THE STATION
 AE4618'IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3061 ***********************************************************************
 EA3061  DESIGNATION -  63 MEA
 EA3061  PID         -  EA3061
 EA3061  STATE/COUNTY-  NC/DUPLIN
 EA3061  USGS QUAD   -  WALLACE EAST (1981)
 EA3061
 EA3061                         *CURRENT SURVEY CONTROL
 EA3061  ___________________________________________________________________
 EA3061* NAD 83(1986)-  34 44 10.     (N)    077 59 34.     (W)     SCALED    
 EA3061* NAVD 88     -        14.370  (meters)      47.15   (feet)  ADJUSTED  
 EA3061  ___________________________________________________________________
 EA3061  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 EA3061  DYNAMIC HT  -          14.356 (meters)      47.10  (feet)  COMP
 EA3061  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 EA3061
 EA3061  VERT ORDER  -  SECOND    CLASS II
 EA3061
 EA3061.The horizontal coordinates were scaled from a topographic map and have
 EA3061.an estimated accuracy of +/- 6 seconds.
 EA3061
 EA3061.The orthometric height was determined by differential leveling
 EA3061.and adjusted in June 1991.
 EA3061
 EA3061.The geoid height was determined by GEOID03.
 EA3061
 EA3061.The dynamic height is computed by dividing the NAVD 88
 EA3061.geopotential number by the normal gravity value computed on the
 EA3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA3061.degrees latitude (g = 980.6199 gals.).
 EA3061
 EA3061.The modeled gravity was interpolated from observed gravity values.
 EA3061
 EA3061;                    North         East    Units  Estimated Accuracy
 EA3061;SPC NC       -   109,860.      701,830.      MT  (+/- 180 meters Scaled)
 EA3061
 EA3061                          SUPERSEDED SURVEY CONTROL
 EA3061
 EA3061.No superseded survey control is available for this station.
 EA3061
 EA3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD259478(NAD 83)
 EA3061_MARKER: DD = SURVEY DISK
 EA3061_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA3061_SP_SET: CONCRETE SIGN BASE
 EA3061_STAMPING: 63 MEA 1980
 EA3061_MARK LOGO: USGS  
 EA3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3061+STABILITY: SURFACE MOTION
 EA3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3061+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 EA3061
 EA3061  HISTORY     - Date     Condition        Report By
 EA3061  HISTORY     - 1980     MONUMENTED       USGS
 EA3061  HISTORY     - 1981     GOOD             NCGS
 EA3061  HISTORY     - 19910515 GOOD             USPSQD
 EA3061  HISTORY     - 20080819 GOOD             GEOCAC
 EA3061
 EA3061                          STATION DESCRIPTION
 EA3061
 EA3061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA3061'IN WALLACE.
 EA3061'MARK IS LOCATED AT THE INTERSECTION OF NC 41 AND US 117 BUSINESS, IN
 EA3061'A 3 BY 3 FOOT CONCRETE BASE OF A SIGN.  MARK IS 1.7 FEET EAST OF EDGE
 EA3061'OF NORWOOD STREET SIDEWALK, 4.3 FEET NORTH OF EDGE OF MAIN STREET
 EA3061'SIDEWALK, 9.4 FEET EAST-SOUTHEAST OF POWER POLE WITH LAMP AND
 EA3061'REFERENCE 11.2 FEET NORTHWEST OF A FIRE HYDRANT AND 8.0 FEET
 EA3061'EAST-NORTHEAST OF METAL STREET SIGN POST.
 EA3061'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA3061
 EA3061                          STATION RECOVERY (1991)
 EA3061
 EA3061'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA3061'RECOVERED IN GOOD CONDITION.
 EA3061
 EA3061                          STATION RECOVERY (2008)
 EA3061
 EA3061'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EA3061'RECOVERED IN THE SOUTHWEST CORNER OF A SIGN BASE. (SIGN HAS BEEN
 EA3061'REMOVED). THE SURFACE IS SCRATCHED BUT STILL READABLE. ADD THAT MARK
 EA3061'IS 0.6 FEET EAST OF THE WEST EDGE OF THE BASE,  0.5 FEET NORTH OF THE
 EA3061'SOUTH EDGE, AND 0.9 FEET ABOVE THE SIDEWALK. HH2 GPS COORDINATES N34
 EA3061'44 08.8 W077 59 34.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6928 ***********************************************************************
 DG6928  DESIGNATION -  63 MEA
 DG6928  PID         -  DG6928
 DG6928  STATE/COUNTY-  NC/FRANKLIN
 DG6928  USGS QUAD   -  CASTALIA (1979)
 DG6928
 DG6928                         *CURRENT SURVEY CONTROL
 DG6928  ___________________________________________________________________
 DG6928* NAD 83(2007)-  36 05 33.54574(N)    078 07 15.07442(W)     ADJUSTED  
 DG6928* NAVD 88     -       105.929  (meters)     347.54   (feet)  POSTED    
 DG6928  ___________________________________________________________________
 DG6928  EPOCH DATE  -        2002.00
 DG6928  X           -   1,062,177.302 (meters)                     COMP
 DG6928  Y           -  -5,049,500.449 (meters)                     COMP
 DG6928  Z           -   3,736,546.286 (meters)                     COMP
 DG6928  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DG6928  ELLIP HEIGHT-          71.827 (meters)          (02/10/07) ADJUSTED
 DG6928  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DG6928  DYNAMIC HT  -         105.840 (meters)     347.24  (feet)  COMP
 DG6928
 DG6928  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6928  Type    PID    Designation                      North   East  Ellip
 DG6928  -------------------------------------------------------------------
 DG6928  NETWORK DG6928 63 MEA                            0.57   0.43   1.12
 DG6928  -------------------------------------------------------------------
 DG6928  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 DG6928
 DG6928  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DG6928
 DG6928.The horizontal coordinates were established by GPS observations
 DG6928.and adjusted by the National Geodetic Survey in February 2007.
 DG6928
 DG6928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6928.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6928.The horizontal coordinates are valid at the epoch date displayed above.
 DG6928.The epoch date for horizontal control is a decimal equivalence
 DG6928.of Year/Month/Day.
 DG6928
 DG6928.The orthometric height was determined by differential leveling
 DG6928.and adjusted in March 2006.
 DG6928.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DG6928.rate of 0.0 thru 1.0 mm/km.
 DG6928
 DG6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6928
 DG6928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6928
 DG6928.The ellipsoidal height was determined by GPS observations
 DG6928.and is referenced to NAD 83.
 DG6928
 DG6928.The geoid height was determined by GEOID03.
 DG6928
 DG6928.The dynamic height is computed by dividing the NAVD 88
 DG6928.geopotential number by the normal gravity value computed on the
 DG6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6928.degrees latitude (g = 980.6199 gals.).
 DG6928
 DG6928.The modeled gravity was interpolated from observed gravity values.
 DG6928
 DG6928;                    North         East     Units Scale Factor Converg.
 DG6928;SPC NC       -   260,231.578   688,772.837   MT  0.99998018   +0 30 26.7
 DG6928;SPC NC       -   853,776.44  2,259,748.88   sFT  0.99998018   +0 30 26.7
 DG6928;UTM  17      - 3,998,063.581   759,220.373   MT  1.00042804   +1 41 49.3
 DG6928
 DG6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6928!SPC NC       -   0.99998873  x   0.99998018  =   0.99996891
 DG6928!UTM  17      -   0.99998873  x   1.00042804  =   1.00041676
 DG6928
 DG6928                          SUPERSEDED SURVEY CONTROL
 DG6928
 DG6928  NAD 83(1986)-  36 05 33.55049(N)    078 07 15.08535(W) AD(       ) 1
 DG6928  NAD 83(2001)-  36 05 33.54619(N)    078 07 15.07434(W) AD(       ) 1
 DG6928  ELLIP H (07/14/04)   71.830  (m)                       GP(       ) 4 2
 DG6928  NAVD 88 (07/14/04)  105.93   (m)          347.5    (f) LEVELING    3  
 DG6928
 DG6928.Superseded values are not recommended for survey control.
 DG6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6928.See file dsdata.txt to determine how the superseded data were derived.
 DG6928
 DG6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5922098064(NAD 83)
 DG6928_MARKER: DB = BENCH MARK DISK
 DG6928_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6928_STAMPING: 63 MEA 1971 349
 DG6928_MARK LOGO: USGS  
 DG6928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6928+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2000
 DG6928
 DG6928  HISTORY     - Date     Condition        Report By
 DG6928  HISTORY     - 1971     MONUMENTED       USGS
 DG6928  HISTORY     - 20000517 GOOD             NCGS
 DG6928
 DG6928                          STATION DESCRIPTION
 DG6928
 DG6928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6928'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF LOUISBURG AND 6.5
 DG6928'MI (10.5 KM) SOUTH OF CENTERVILLE. ALONG NC 56 FOR 2.85 MI (4.59 KM)
 DG6928'WEST FROM NC 58 (NORTH OF CASTALIA) TO SR 1617, IN THE SOUTHWEST
 DG6928'QUADRANT. MARK IS ABOUT 1-FOOT LOWER THAN THE INTERSECTION AND FLUSH
 DG6928'WITH THE GROUND. LOCATED 30 FT (9.1 M) WEST OF THE CENTERLINE OF SR
 DG6928'1617, 32.1 FT (9.8 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DG6928'BLOCK STORAGE BUILDING, 0.5-FOOT EAST OF A METAL WITNESS POST, AND 6.3
 DG6928'FT (1.9 M) NORTH OF A NCDOT CONCRETE RIGHT-OF-WAY MARKER PROJECTING
 DG6928'2-FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0038 ***********************************************************************
 FA0038  DESIGNATION -  630
 FA0038  PID         -  FA0038
 FA0038  STATE/COUNTY-  NC/DAVIDSON
 FA0038  USGS QUAD   -  SOUTHMONT (1987)
 FA0038
 FA0038                         *CURRENT SURVEY CONTROL
 FA0038  ___________________________________________________________________
 FA0038* NAD 83(1986)-  35 44 36.     (N)    080 19 37.     (W)     SCALED    
 FA0038* NAVD 88     -       191.481  (meters)     628.22   (feet)  ADJUSTED  
 FA0038  ___________________________________________________________________
 FA0038  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FA0038  DYNAMIC HT  -         191.313 (meters)     627.67  (feet)  COMP
 FA0038  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 FA0038
 FA0038  VERT ORDER  -  FIRST     CLASS I
 FA0038
 FA0038.The horizontal coordinates were scaled from a topographic map and have
 FA0038.an estimated accuracy of +/- 6 seconds.
 FA0038
 FA0038.The orthometric height was determined by differential leveling
 FA0038.and adjusted in June 1991.
 FA0038.WARNING-Repeat measurements at this control monument indicate possible
 FA0038.vertical movement.
 FA0038
 FA0038.The geoid height was determined by GEOID03.
 FA0038
 FA0038.The dynamic height is computed by dividing the NAVD 88
 FA0038.geopotential number by the normal gravity value computed on the
 FA0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0038.degrees latitude (g = 980.6199 gals.).
 FA0038
 FA0038.The modeled gravity was interpolated from observed gravity values.
 FA0038
 FA0038;                    North         East    Units  Estimated Accuracy
 FA0038;SPC NC       -   221,930.      489,590.      MT  (+/- 180 meters Scaled)
 FA0038
 FA0038                          SUPERSEDED SURVEY CONTROL
 FA0038
 FA0038  NGVD 29 (??/??/92)  191.702  (m)          628.94   (f) ADJ UNCH    1 1
 FA0038
 FA0038.Superseded values are not recommended for survey control.
 FA0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0038.See file dsdata.txt to determine how the superseded data were derived.
 FA0038
 FA0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV608556(NAD 83)
 FA0038_MARKER: B = BOLT
 FA0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0038_SP_SET: BRIDGE
 FA0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0038
 FA0038  HISTORY     - Date     Condition        Report By
 FA0038  HISTORY     - UNK      MONUMENTED       USGS
 FA0038  HISTORY     - 1967     GOOD             NGS
 FA0038
 FA0038                          STATION DESCRIPTION
 FA0038
 FA0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0038'0.7 MI SW FROM LINWOOD.
 FA0038'ABOUT 0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0038'RAILROAD FROM THE STATION AT LINWOOD, 10 FEET SOUTHEAST OF THE
 FA0038'SOUTHEAST RAIL OF THE MAIN TRACK, A U.S. GEOLOGICAL SURVEY BOLT
 FA0038'SET IN THE TOP OF THE SOUTHEAST END OF THE STONE PORTION OF THE
 FA0038'SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER NORTH POTTS CREEK,
 FA0038'4 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A 3-FOOT THICK CONCRETE
 FA0038'BRIDGE SEAT WHICH IS ON THE TOP OF THE STONE PORTION OF THE
 FA0038'ABUTMENT, 3 FEET NORTHEAST OF THE NORTHEAST FACE OF A CONCRETE
 FA0038'RETAINING WALL, 10 INCHES SOUTHWEST OF THE NORTHEAST EDGE OF THE
 FA0038'STONE PORTION OF THE ABUTMENT, AND ABOUT 15 FEET BELOW THE LEVEL
 FA0038'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4135 ***********************************************************************
 FB4135  DESIGNATION -  64 RJN
 FB4135  PID         -  FB4135
 FB4135  STATE/COUNTY-  NC/SWAIN
 FB4135  USGS QUAD   -  CLINGMANS DOME (1964)
 FB4135
 FB4135                         *CURRENT SURVEY CONTROL
 FB4135  ___________________________________________________________________
 FB4135* NAD 83(1986)-  35 33 25.     (N)    083 29 46.     (W)     SCALED    
 FB4135* NAVD 88     -      1923.63   (+/-2cm)    6311.1    (feet)  VERTCON   
 FB4135  ___________________________________________________________________
 FB4135  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FB4135  VERT ORDER  -  THIRD (See Below)
 FB4135
 FB4135.The horizontal coordinates were scaled from a topographic map and have
 FB4135.an estimated accuracy of +/- 6 seconds.
 FB4135
 FB4135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4135.The vertical order pertains to the NGVD 29 superseded value.
 FB4135
 FB4135.The geoid height was determined by GEOID03.
 FB4135
 FB4135;                    North         East    Units  Estimated Accuracy
 FB4135;SPC NC       -   209,670.      202,150.      MT  (+/- 180 meters Scaled)
 FB4135
 FB4135                          SUPERSEDED SURVEY CONTROL
 FB4135
 FB4135  NGVD 29 (05/28/93) 1923.56   (m)         6310.9    (f) LEVELING    3  
 FB4135
 FB4135.Superseded values are not recommended for survey control.
 FB4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4135.See file dsdata.txt to determine how the superseded data were derived.
 FB4135
 FB4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV737376(NAD 83)
 FB4135_MARKER: DD = SURVEY DISK
 FB4135_SETTING: 80 = SET IN A BOULDER
 FB4135_SP_SET: IN DRILL HOLE IN A BOULDER
 FB4135_STAMPING: 64 RJN 1963 6311
 FB4135_MARK LOGO: USGS  
 FB4135_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4135+STABILITY: SURFACE MOTION
 FB4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4135+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1989
 FB4135
 FB4135  HISTORY     - Date     Condition        Report By
 FB4135  HISTORY     - 1963     MONUMENTED       USGS
 FB4135  HISTORY     - 19890824 GOOD             NCGS
 FB4135  HISTORY     - 20031013 POOR             GEOCAC
 FB4135  HISTORY     - 20080927 POOR             GEOCAC
 FB4135
 FB4135                          STATION DESCRIPTION
 FB4135
 FB4135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4135'STATION IS LOCATED APPROXIMATELY 9.4 MI (15.1 KM)  NORTH-NORTHEAST OF
 FB4135'BRYSON CITY, IN THE GREAT SMOKEY MOUNTAINS NATIONAL PARK.
 FB4135'PROCEED ALONG US 441 FOR 16.2 MI (26.1 KM)  NORTHWEST FROM THE BLUE
 FB4135'RIDGE PARKWAY INTERSECTION (NEAR CHEROKEE) TO CLINGMANS DOME ROAD,
 FB4135'THENCE SOUTHWEST ALONG CLINGMANS DOME ROAD FOR 7.2 MI (11.6 KM)  TO
 FB4135'PARKING LOT AND STATION AT NORTHWEST END, NEAR LARGE POINT OF ROCKS
 FB4135'AT EAST EDGE OF WALKWAY TO DOME.
 FB4135
 FB4135                          STATION RECOVERY (2003)
 FB4135
 FB4135'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 FB4135'ID NUMBERS ARE PARTIALLY WORN OFF.
 FB4135
 FB4135                          STATION RECOVERY (2008)
 FB4135
 FB4135'RECOVERY NOTE BY GEOCACHING 2008 (MPS)
 FB4135'RECOVERED AS PER DESCRIPTION.
 FB4135'SURFACE SHOWS EXTREME WEAR FROM HEAVY FOOT TRAFFIC.
 FB4135'DESIGNATION IS ALMOST WORN OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3893 ***********************************************************************
 FX3893  DESIGNATION -  64 WSM
 FX3893  PID         -  FX3893
 FX3893  STATE/COUNTY-  NC/BERTIE
 FX3893  USGS QUAD   -  WINDSOR NORTH (1981)
 FX3893
 FX3893                         *CURRENT SURVEY CONTROL
 FX3893  ___________________________________________________________________
 FX3893* NAD 83(2001)-  36 01 01.82670(N)    076 53 24.05176(W)     ADJUSTED  
 FX3893* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 FX3893  ___________________________________________________________________
 FX3893  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 FX3893  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 FX3893  HORZ ORDER  -  SECOND
 FX3893
 FX3893.The horizontal coordinates were established by classical geodetic methods
 FX3893.and adjusted by the National Geodetic Survey in August 2005.
 FX3893
 FX3893.The orthometric height was scaled from a topographic map.
 FX3893
 FX3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3893
 FX3893.The geoid height was determined by GEOID03.
 FX3893
 FX3893;                    North         East     Units Scale Factor Converg.
 FX3893;SPC NC       -   253,527.484   799,782.443   MT  0.99996171   +1 13 04.2
 FX3893;SPC NC       -   831,781.42  2,623,952.90   sFT  0.99996171   +1 13 04.2
 FX3893;UTM  18      - 3,987,505.485   329,684.827   MT  0.99995743   -1 06 41.9
 FX3893
 FX3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3893!SPC NC       -   1.00000367  x   0.99996171  =   0.99996538
 FX3893!UTM  18      -   1.00000367  x   0.99995743  =   0.99996110
 FX3893
 FX3893                          SUPERSEDED SURVEY CONTROL
 FX3893
 FX3893  NAD 83(1993)-  36 01 01.83476(N)    076 53 24.06197(W) AD(       ) 2
 FX3893  NAD 83(1986)-  36 01 01.83631(N)    076 53 24.06376(W) AD(       ) 2
 FX3893  NAD 27      -  36 01 01.26260(N)    076 53 25.24220(W) AD(       ) 2
 FX3893
 FX3893.Superseded values are not recommended for survey control.
 FX3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3893.See file dsdata.txt to determine how the superseded data were derived.
 FX3893
 FX3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2968587505(NAD 83)
 FX3893_MARKER: DB = BENCH MARK DISK
 FX3893_SETTING: 0 = UNSPECIFIED SETTING
 FX3893
 FX3893  HISTORY     - Date     Condition        Report By
 FX3893  HISTORY     - 1959     MONUMENTED       CGS
 FX3893
 FX3893                          STATION DESCRIPTION
 FX3893
 FX3893'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX3893'THE STATION IS LOCATED UNDER THE GREENS CROSS LOOKOUT TOWER WHICH
 FX3893'IS LOCATED ABOUT 4.0 MILES EAST OF WINDSOR.
 FX3893'
 FX3893'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PURE,
 FX3893'DISTANCE BEING 200.076 METERS (656.42 FEET) NORTHEAST OF STATION PURE.
 FX3893'
 FX3893'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 FX3893'STAMPED 42 FEET 64 WSM 1955, AND IS CEMENTED IN A DRILL HOLE IN
 FX3893'THE CONCRETE FOUNDATION WHICH SUPPORTS THE STEPS OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9340 ***********************************************************************
 DE9340  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9340  DESIGNATION -  64W 200
 DE9340  PID         -  DE9340
 DE9340  STATE/COUNTY-  NC/GUILFORD
 DE9340  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9340
 DE9340                         *CURRENT SURVEY CONTROL
 DE9340  ___________________________________________________________________
 DE9340* NAD 83(2007)-  36 02 36.04772(N)    079 43 38.11429(W)     ADJUSTED  
 DE9340* NAVD 88     -       231.63   (meters)     759.9    (feet)  GPS OBS   
 DE9340  ___________________________________________________________________
 DE9340  EPOCH DATE  -        2002.00
 DE9340  X           -     920,798.770 (meters)                     COMP
 DE9340  Y           -  -5,080,564.477 (meters)                     COMP
 DE9340  Z           -   3,732,200.060 (meters)                     COMP
 DE9340  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 DE9340  ELLIP HEIGHT-         201.081 (meters)          (02/10/07) ADJUSTED
 DE9340  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE9340
 DE9340  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9340  Type    PID    Designation                      North   East  Ellip
 DE9340  -------------------------------------------------------------------
 DE9340  NETWORK DE9340 64W 200                           1.47   1.23   2.21
 DE9340  -------------------------------------------------------------------
 DE9340
 DE9340.The horizontal coordinates were established by GPS observations
 DE9340.and adjusted by the National Geodetic Survey in February 2007.
 DE9340
 DE9340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9340.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9340.The horizontal coordinates are valid at the epoch date displayed above.
 DE9340.The epoch date for horizontal control is a decimal equivalence
 DE9340.of Year/Month/Day.
 DE9340
 DE9340.The orthometric height was determined by GPS observations and a
 DE9340.high-resolution geoid model.
 DE9340.The orthometric height was determined by GPS observations and a
 DE9340.high-resolution geoid model using precise GPS observation and
 DE9340.processing techniques.
 DE9340
 DE9340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9340
 DE9340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9340
 DE9340.The ellipsoidal height was determined by GPS observations
 DE9340.and is referenced to NAD 83.
 DE9340
 DE9340.The geoid height was determined by GEOID03.
 DE9340
 DE9340;                    North         East     Units Scale Factor Converg.
 DE9340;SPC NC       -   254,650.296   544,067.912   MT  0.99996792   -0 25 11.1
 DE9340;SPC NC       -   835,465.18  1,784,996.14   sFT  0.99996792   -0 25 11.1
 DE9340;UTM  17      - 3,989,505.573   614,649.693   MT  0.99976196   +0 44 56.3
 DE9340
 DE9340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9340!SPC NC       -   0.99996844  x   0.99996792  =   0.99993636
 DE9340!UTM  17      -   0.99996844  x   0.99976196  =   0.99973041
 DE9340
 DE9340:                Primary Azimuth Mark                     Grid Az
 DE9340:SPC NC       -  64W 201                                  201 41 33.9
 DE9340:UTM  17      -  64W 201                                  200 31 26.5
 DE9340
 DE9340|---------------------------------------------------------------------|
 DE9340| PID    Reference Object                     Distance      Geod. Az  |
 DE9340|                                                           dddmmss.s |
 DE9340| DE9341 64W 201                             APPROX. 0.7 KM 2011622.8 |
 DE9340|---------------------------------------------------------------------|
 DE9340
 DE9340                          SUPERSEDED SURVEY CONTROL
 DE9340
 DE9340  NAD 83(2001)-  36 02 36.04793(N)    079 43 38.11412(W) AD(       ) 1
 DE9340  ELLIP H (03/13/03)  201.076  (m)                       GP(       ) 4 2
 DE9340  NAD 83(1986)-  36 02 36.05265(N)    079 43 38.11995(W) AD(       ) 1
 DE9340
 DE9340.Superseded values are not recommended for survey control.
 DE9340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9340.See file dsdata.txt to determine how the superseded data were derived.
 DE9340
 DE9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1465089506(NAD 83)
 DE9340_MARKER: DD = SURVEY DISK
 DE9340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9340_STAMPING: 64W.200 7/97
 DE9340_MARK LOGO: NC1940
 DE9340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9340+STABILITY: SURFACE MOTION
 DE9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9340+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9340
 DE9340  HISTORY     - Date     Condition        Report By
 DE9340  HISTORY     - 1997     MONUMENTED       NC1940
 DE9340
 DE9340                          STATION DESCRIPTION
 DE9340
 DE9340'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9340'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF THE
 DE9340'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, AT THE INTERSECTION OF EAST
 DE9340'LEE STREET AND WILEY LEWIS ROAD.
 DE9340'ALONG EAST LEWIS STREET FOR 0.7 MI (1.1 KM) SOUTH FROM THE I-40, I-85
 DE9340'BRIDGE TO WILEY LEWIS ROAD AND STATION IN THE Y-FORK OF INTERSECTION.
 DE9340'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF WILEY LEWIS ROAD, AND
 DE9340'RECESSED 3-INCHES BELOW THE GROUND. LOCATED 21.2 FT (6.5 M) SOUTHEAST
 DE9340'OF THE CENTERLINE OF WILEY LEWIS ROAD, 74.9 FT (22.8 M) WEST-SOUTHWEST
 DE9340'OF THE CENTERLINE OF EAST LEE STREET, 67.4 FT (20.5 M) SOUTH-SOUTHWEST
 DE9340'OF A--LEE STREET/WILEY LEWIS ROAD--SIGN POST, AND 22.0 FT (6.7 M)
 DE9340'NORTH OF A POWER POLE (30T).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9341 ***********************************************************************
 DE9341  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9341  DESIGNATION -  64W 201
 DE9341  PID         -  DE9341
 DE9341  STATE/COUNTY-  NC/GUILFORD
 DE9341  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9341
 DE9341                         *CURRENT SURVEY CONTROL
 DE9341  ___________________________________________________________________
 DE9341* NAD 83(2007)-  36 02 16.28417(N)    079 43 47.58819(W)     ADJUSTED  
 DE9341* NAVD 88     -       226.07   (meters)     741.7    (feet)  GPS OBS   
 DE9341  ___________________________________________________________________
 DE9341  EPOCH DATE  -        2002.00
 DE9341  X           -     920,628.514 (meters)                     COMP
 DE9341  Y           -  -5,080,955.013 (meters)                     COMP
 DE9341  Z           -   3,731,704.212 (meters)                     COMP
 DE9341  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 DE9341  ELLIP HEIGHT-         195.524 (meters)          (02/10/07) ADJUSTED
 DE9341  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 DE9341
 DE9341  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9341  Type    PID    Designation                      North   East  Ellip
 DE9341  -------------------------------------------------------------------
 DE9341  NETWORK DE9341 64W 201                           1.47   1.25   2.21
 DE9341  -------------------------------------------------------------------
 DE9341
 DE9341.The horizontal coordinates were established by GPS observations
 DE9341.and adjusted by the National Geodetic Survey in February 2007.
 DE9341
 DE9341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9341.The horizontal coordinates are valid at the epoch date displayed above.
 DE9341.The epoch date for horizontal control is a decimal equivalence
 DE9341.of Year/Month/Day.
 DE9341
 DE9341.The orthometric height was determined by GPS observations and a
 DE9341.high-resolution geoid model.
 DE9341.The orthometric height was determined by GPS observations and a
 DE9341.high-resolution geoid model using precise GPS observation and
 DE9341.processing techniques.
 DE9341
 DE9341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9341
 DE9341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9341
 DE9341.The ellipsoidal height was determined by GPS observations
 DE9341.and is referenced to NAD 83.
 DE9341
 DE9341.The geoid height was determined by GEOID03.
 DE9341
 DE9341;                    North         East     Units Scale Factor Converg.
 DE9341;SPC NC       -   254,042.918   543,826.299   MT  0.99996660   -0 25 16.6
 DE9341;SPC NC       -   833,472.47  1,784,203.45   sFT  0.99996660   -0 25 16.6
 DE9341;UTM  17      - 3,988,893.519   614,420.565   MT  0.99976132   +0 44 50.3
 DE9341
 DE9341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9341!SPC NC       -   0.99996931  x   0.99996660  =   0.99993591
 DE9341!UTM  17      -   0.99996931  x   0.99976132  =   0.99973064
 DE9341
 DE9341:                Primary Azimuth Mark                     Grid Az
 DE9341:SPC NC       -  64W 200                                  021 41 33.8
 DE9341:UTM  17      -  64W 200                                  020 31 26.9
 DE9341
 DE9341|---------------------------------------------------------------------|
 DE9341| PID    Reference Object                     Distance      Geod. Az  |
 DE9341|                                                           dddmmss.s |
 DE9341| DE9340 64W 200                             APPROX. 0.7 KM 0211617.2 |
 DE9341|---------------------------------------------------------------------|
 DE9341
 DE9341                          SUPERSEDED SURVEY CONTROL
 DE9341
 DE9341  NAD 83(2001)-  36 02 16.28439(N)    079 43 47.58801(W) AD(       ) 1
 DE9341  ELLIP H (03/13/03)  195.520  (m)                       GP(       ) 4 2
 DE9341  NAD 83(1986)-  36 02 16.28923(N)    079 43 47.59391(W) AD(       ) 1
 DE9341
 DE9341.Superseded values are not recommended for survey control.
 DE9341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9341.See file dsdata.txt to determine how the superseded data were derived.
 DE9341
 DE9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1442188894(NAD 83)
 DE9341_MARKER: DD = SURVEY DISK
 DE9341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9341_STAMPING: 64W.201 7/97
 DE9341_MARK LOGO: NC1940
 DE9341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9341+STABILITY: SURFACE MOTION
 DE9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9341+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9341
 DE9341  HISTORY     - Date     Condition        Report By
 DE9341  HISTORY     - 1997     MONUMENTED       NC1940
 DE9341
 DE9341                          STATION DESCRIPTION
 DE9341
 DE9341'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9341'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF THE
 DE9341'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, ALONG WILEY LEWIS ROAD.
 DE9341'PROCEED ALONG EAST LEWIS STREET FOR 0.7 MI (1.1 KM) SOUTH FROM THE
 DE9341'I-40, I-85 BRIDGE TO WILEY LEWIS ROAD, THENCE 0.4 MI (0.6 KM) SOUTH
 DE9341'ALONG WILEY LEWIS ROAD TO STATION ON WEST SIDE OF ROAD, ACROSS FROM
 DE9341'DRIVE TO HOUSE NUMBER 1654.
 DE9341'MARK IS ABOUT LEVEL WITH THE CENTER OF WILEY LEWIS ROAD, AND FLUSH
 DE9341'WITH THE GROUND. LOCATED 23.1 FT (7.0 M) WEST OF THE CENTERLINE OF
 DE9341'WILEY LEWIS ROAD, 23.5 FT (7.2 M) NORTH OF--50 MPH--SIGN POST, 93.6 FT
 DE9341'(28.5 M) SOUTH OF THE CENTERLINE OF DRIVEWAY TO HOUSE NUMBER 1655, AND
 DE9341'83.7 FT (25.5 M) SOUTH OF A POWER POLE BY DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1567 ***********************************************************************
 AJ1567  DESIGNATION -  65 ATA RESET
 AJ1567  PID         -  AJ1567
 AJ1567  STATE/COUNTY-  NC/ASHE
 AJ1567  USGS QUAD   -  JEFFERSON (1998)
 AJ1567
 AJ1567                         *CURRENT SURVEY CONTROL
 AJ1567  ___________________________________________________________________
 AJ1567* NAD 83(2007)-  36 27 48.29087(N)    081 22 43.64186(W)     ADJUSTED  
 AJ1567* NAVD 88     -       826.35   (meters)    2711.1    (feet)  LEVELING  
 AJ1567  ___________________________________________________________________
 AJ1567  EPOCH DATE  -        2002.00
 AJ1567  X           -     769,930.168 (meters)                     COMP
 AJ1567  Y           -  -5,078,210.530 (meters)                     COMP
 AJ1567  Z           -   3,770,142.726 (meters)                     COMP
 AJ1567  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 AJ1567  ELLIP HEIGHT-         795.031 (meters)          (02/10/07) ADJUSTED
 AJ1567  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AJ1567
 AJ1567  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1567  Type    PID    Designation                      North   East  Ellip
 AJ1567  -------------------------------------------------------------------
 AJ1567  NETWORK AJ1567 65 ATA RESET                      0.71   0.63   1.69
 AJ1567  -------------------------------------------------------------------
 AJ1567  VERT ORDER  -  THIRD
 AJ1567
 AJ1567.The horizontal coordinates were established by GPS observations
 AJ1567.and adjusted by the National Geodetic Survey in February 2007.
 AJ1567
 AJ1567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1567.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1567.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1567.The epoch date for horizontal control is a decimal equivalence
 AJ1567.of Year/Month/Day.
 AJ1567
 AJ1567.The orthometric height was determined by differential leveling.
 AJ1567.The vertical network tie was performed by a horz. field party for horz.
 AJ1567.obs reductions. Reset procedures were used to establish the elevation.
 AJ1567
 AJ1567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1567
 AJ1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1567
 AJ1567.The ellipsoidal height was determined by GPS observations
 AJ1567.and is referenced to NAD 83.
 AJ1567
 AJ1567.The geoid height was determined by GEOID03.
 AJ1567
 AJ1567;                    North         East     Units Scale Factor Converg.
 AJ1567;SPC NC       -   303,578.564   396,382.504   MT  1.00009635   -1 22 22.7
 AJ1567;SPC NC       -   995,990.67  1,300,464.93   sFT  1.00009635   -1 22 22.7
 AJ1567;UTM  17      - 4,035,416.521   466,061.390   MT  0.99961419   -0 13 30.4
 AJ1567
 AJ1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1567!SPC NC       -   0.99987524  x   1.00009635  =   0.99997158
 AJ1567!UTM  17      -   0.99987524  x   0.99961419  =   0.99948948
 AJ1567
 AJ1567                          SUPERSEDED SURVEY CONTROL
 AJ1567
 AJ1567  NAD 83(2001)-  36 27 48.29120(N)    081 22 43.64186(W) AD(       ) 1
 AJ1567  ELLIP H (03/13/03)  795.026  (m)                       GP(       ) 4 2
 AJ1567  NAD 83(1986)-  36 27 48.30109(N)    081 22 43.64920(W) AD(       ) 1
 AJ1567  NGVD 29 (01/09/01)  826.35   (m)         2711.1    (f) LEVELING    3  
 AJ1567
 AJ1567.Superseded values are not recommended for survey control.
 AJ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1567.See file dsdata.txt to determine how the superseded data were derived.
 AJ1567
 AJ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6606135417(NAD 83)
 AJ1567_MARKER: DB = BENCH MARK DISK
 AJ1567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1567_SP_SET: CONCRETE BOX CULVERT
 AJ1567_STAMPING: 65 ATA RESET 1950 1995
 AJ1567_MARK LOGO: NCGS  
 AJ1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1567+STABILITY: SURFACE MOTION
 AJ1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1567+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AJ1567
 AJ1567  HISTORY     - Date     Condition        Report By
 AJ1567  HISTORY     - 1995     MONUMENTED       NCGS
 AJ1567
 AJ1567                          STATION DESCRIPTION
 AJ1567
 AJ1567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AJ1567'STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-NORTHEAST OF JEFFERSON
 AJ1567'AND 7.8 MI (12.6 KM) EAST-SOUTHEAST OF LANSING.
 AJ1567'ALONG US 221 FOR 4.75 MI (7.64 KM) NORTHEAST FROM NC 16 TO SR 1571
 AJ1567'(EAST SHATLEY SPRINGS ROAD) AND STATION 273-FEET EAST-NORTHEAST IN THE
 AJ1567'NORWEST CORNER OF BOX CULVERT IN NATHANS CREEK.
 AJ1567'MARK IS ABOUT 7-FEET LOWER THAN US 221.  LOCATED 32.5 FT (9.9 M)
 AJ1567'NORTHWEST OF THE CENTERLINE OF US 221, 273.0 FT (83.2 M)
 AJ1567'EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF US 221 AND SR 1571,
 AJ1567'116.2 FT (35.4 M) NORTH-NORTHEAST OF A TELEPHONE POLE, AND 134.3 FT
 AJ1567'(40.9 M) SOUTHWEST OF POWER POLE.  BOTH POLE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0131 ***********************************************************************
 EY0131  DESIGNATION -  66
 EY0131  PID         -  EY0131
 EY0131  STATE/COUNTY-  NC/HYDE
 EY0131  USGS QUAD   -  MIDDLETOWN (1978)
 EY0131
 EY0131                         *CURRENT SURVEY CONTROL
 EY0131  ___________________________________________________________________
 EY0131* NAD 83(1986)-  35 29 06.     (N)    076 03 13.     (W)     SCALED    
 EY0131* NAVD 88     -         2.128  (meters)       6.98   (feet)  ADJUSTED  
 EY0131  ___________________________________________________________________
 EY0131  GEOID HEIGHT-         -38.56  (meters)                     GEOID03
 EY0131  DYNAMIC HT  -           2.126 (meters)       6.98  (feet)  COMP
 EY0131  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 EY0131
 EY0131  VERT ORDER  -  THIRD
 EY0131
 EY0131.The horizontal coordinates were scaled from a topographic map and have
 EY0131.an estimated accuracy of +/- 6 seconds.
 EY0131
 EY0131.The orthometric height was determined by differential leveling
 EY0131.and adjusted in June 1991.
 EY0131
 EY0131.The geoid height was determined by GEOID03.
 EY0131
 EY0131.The dynamic height is computed by dividing the NAVD 88
 EY0131.geopotential number by the normal gravity value computed on the
 EY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0131.degrees latitude (g = 980.6199 gals.).
 EY0131
 EY0131.The modeled gravity was interpolated from observed gravity values.
 EY0131
 EY0131;                    North         East    Units  Estimated Accuracy
 EY0131;SPC NC       -   196,430.      876,900.      MT  (+/- 180 meters Scaled)
 EY0131
 EY0131                          SUPERSEDED SURVEY CONTROL
 EY0131
 EY0131  NGVD 29 (??/??/92)    2.408  (m)            7.90   (f) ADJ UNCH    3 0
 EY0131
 EY0131.Superseded values are not recommended for survey control.
 EY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0131.See file dsdata.txt to determine how the superseded data were derived.
 EY0131
 EY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE044273(NAD 83)
 EY0131_MARKER: DD = SURVEY DISK
 EY0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0131_SP_SET: MONUMENT
 EY0131_STAMPING: NC 66
 EY0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0131
 EY0131  HISTORY     - Date     Condition        Report By
 EY0131  HISTORY     - UNK      MONUMENTED       NCGS
 EY0131  HISTORY     - 1963     MARK NOT FOUND   NCGS
 EY0131
 EY0131                          STATION DESCRIPTION
 EY0131
 EY0131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963
 EY0131'3.6 MI W FROM ENGELHARD.
 EY0131'THE MARK WAS NOT FOUND AFTER A CAREFUL SEARCH.  THE ROAD HAS
 EY0131'BEEN WIDENED AND THE MARK MAY HAVE BEEN DESTROYED.  LOCATED 1.3
 EY0131'MILE EAST ALONG U.S. ROUTE 264 FROM LAKE LANDING, N.C. POST
 EY0131'OFFICE, 27.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 14.0 FEET
 EY0131'EAST FROM END OF DITCH 1.0 FEET SOUTH OF FENCE, 164.0 FEET EAST
 EY0131'OF CENTERLINE OF ROAD LEADING TO HOUSE ON NORTH SIDE OF HIGHWAY,
 EY0131'2.0 FEET SOUTH OF WITNESS POST.  A N.C. GEODETIC SURVEY DISK SET
 EY0131'IN TOP OF A 7 IN ROUND CONCRETE MONUMENT 2 IN UNDER THE GROUND,
 EY0131'STAMPED N.C. 66.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3598 ***********************************************************************
 DK3598  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3598  DESIGNATION -  66 ATA
 DK3598  PID         -  DK3598
 DK3598  STATE/COUNTY-  NC/ASHE
 DK3598  USGS QUAD   -  JEFFERSON (1998)
 DK3598
 DK3598                         *CURRENT SURVEY CONTROL
 DK3598  ___________________________________________________________________
 DK3598* NAD 83(2007)-  36 28 34.26907(N)    081 24 04.25525(W)     ADJUSTED  
 DK3598* NAVD 88     -       872.22   (meters)    2861.6    (feet)  GPS OBS   
 DK3598  ___________________________________________________________________
 DK3598  EPOCH DATE  -        2002.00
 DK3598  X           -     767,824.968 (meters)                     COMP
 DK3598  Y           -  -5,077,714.495 (meters)                     COMP
 DK3598  Z           -   3,771,309.864 (meters)                     COMP
 DK3598  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DK3598  ELLIP HEIGHT-         840.929 (meters)          (04/15/08) ADJUSTED
 DK3598  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DK3598  HORZ ORDER  -  FIRST
 DK3598  ELLP ORDER  -  FOURTH    CLASS II
 DK3598
 DK3598.The horizontal coordinates were established by GPS observations
 DK3598.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3598
 DK3598.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3598.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3598.The horizontal coordinates are valid at the epoch date displayed above.
 DK3598.The epoch date for horizontal control is a decimal equivalence
 DK3598.of Year/Month/Day.
 DK3598
 DK3598.The orthometric height was determined by GPS observations and a
 DK3598.high-resolution geoid model.
 DK3598.The orthometric height was determined by GPS observations and a
 DK3598.high-resolution geoid model using precise GPS observation and
 DK3598.processing techniques.
 DK3598
 DK3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3598
 DK3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3598
 DK3598.The ellipsoidal height was determined by GPS observations
 DK3598.and is referenced to NAD 83.
 DK3598
 DK3598.The geoid height was determined by GEOID03.
 DK3598
 DK3598;                    North         East     Units Scale Factor Converg.
 DK3598;SPC NC       -   305,043.861   394,410.052   MT  1.00010111   -1 23 09.2
 DK3598;SPC NC       - 1,000,798.07  1,293,993.65   sFT  1.00010111   -1 23 09.2
 DK3598;UTM  17      - 4,036,841.330   464,060.953   MT  0.99961591   -0 14 18.6
 DK3598
 DK3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3598!SPC NC       -   0.99986804  x   1.00010111  =   0.99996914
 DK3598!UTM  17      -   0.99986804  x   0.99961591  =   0.99948400
 DK3598
 DK3598                          SUPERSEDED SURVEY CONTROL
 DK3598
 DK3598.No superseded survey control is available for this station.
 DK3598
 DK3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6406136841(NAD 83)
 DK3598_MARKER: DB = BENCH MARK DISK
 DK3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3598_STAMPING: 66 ATA 1950 2862
 DK3598_MARK LOGO: USGS  
 DK3598_PROJECTION: FLUSH
 DK3598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3598+STABILITY: SURFACE MOTION
 DK3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3598+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 DK3598
 DK3598  HISTORY     - Date     Condition        Report By
 DK3598  HISTORY     - 19500101 MONUMENTED       USGS
 DK3598  HISTORY     - 20031105 GOOD             NCGS
 DK3598
 DK3598                          STATION DESCRIPTION
 DK3598
 DK3598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 DK3598'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF JEFFERSON
 DK3598'AND 2.8 MI (4.5 KM) SOUTHWEST OF CHESTNUT HILL, AT THE ENTRANCE TO
 DK3598'SHATLEY SPRINGS.
 DK3598' 
 DK3598'TO REACH THE STATION FROM THE INTERSECTION OF US 221, NC 88, NC 16
 DK3598'(1.5 MI EAST OF JEFFERSON), PROCEED NORTH ON NC 16 FOR 5.3 MI (8.5 KM)
 DK3598'TO THE INTERSECTION WITH SR 1574-SHATLEY SPRINGS ROAD.  TURN LEFT AND
 DK3598'GO NORTHWEST FOR 0.3 KM (0.20 MI) ALONG SR 1574 TO THE ENTRANCE TO
 DK3598'SHATLEY SPRINGS AND THE STATION LEFT, IN THE GRASSY TRIANGLE OF THE
 DK3598'ENTRANCE DRIVE.
 DK3598' 
 DK3598'MARK IS ABOUT 0.5 FT (15.2 CM) LOWER THAN SR 1574 SET FLUSH WITH THE
 DK3598'GROUND.  LOCATED 13.5 FT (4.1 M) SOUTHWEST OF THE CENTERLINE OF SR
 DK3598'1574--AND 4.3 FT (1.3 M) EAST-NORTHEAST OF A POWER POLE, 117.5 FT
 DK3598'(35.8 M) NORTHWEST OF A 30-INCH (76 CM) POPLAR--BOTH WITH REFERENCE
 DK3598'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3240 ***********************************************************************
 FA3240  DESIGNATION -  66 HLZ
 FA3240  PID         -  FA3240
 FA3240  STATE/COUNTY-  NC/CLEVELAND
 FA3240  USGS QUAD   -  GROVER (1993)
 FA3240
 FA3240                         *CURRENT SURVEY CONTROL
 FA3240  ___________________________________________________________________
 FA3240* NAD 83(2001)-  35 14 50.16352(N)    081 26 05.96920(W)     ADJUSTED  
 FA3240* NAVD 88     -       258.38   (+/-2cm)     847.7    (feet)  VERTCON   
 FA3240  ___________________________________________________________________
 FA3240  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FA3240  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FA3240  HORZ ORDER  -  SECOND
 FA3240  VERT ORDER  -  THIRD ? (See Below)
 FA3240
 FA3240.The horizontal coordinates were established by classical geodetic methods
 FA3240.and adjusted by the National Geodetic Survey in August 2005.
 FA3240
 FA3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3240.The vertical order pertains to the NGVD 29 superseded value.
 FA3240
 FA3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3240
 FA3240.The geoid height was determined by GEOID03.
 FA3240
 FA3240;                    North         East     Units Scale Factor Converg.
 FA3240;SPC NC       -   168,809.316   388,036.523   MT  0.99987259   -1 24 19.5
 FA3240;SPC NC       -   553,835.23  1,273,083.16   sFT  0.99987259   -1 24 19.5
 FA3240;UTM  17      - 3,900,551.362   460,425.961   MT  0.99961930   -0 15 03.7
 FA3240
 FA3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3240!SPC NC       -   0.99996442  x   0.99987259  =   0.99983701
 FA3240!UTM  17      -   0.99996442  x   0.99961930  =   0.99958373
 FA3240
 FA3240                          SUPERSEDED SURVEY CONTROL
 FA3240
 FA3240  NAD 83(1986)-  35 14 50.17590(N)    081 26 05.96557(W) AD(       ) 2
 FA3240  NAD 27      -  35 14 49.69745(N)    081 26 06.65445(W) AD(       ) 2
 FA3240  NGVD 29 (07/19/86)  258.61   (m)          848.5    (f) LEVELING    3  
 FA3240
 FA3240.Superseded values are not recommended for survey control.
 FA3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3240.See file dsdata.txt to determine how the superseded data were derived.
 FA3240
 FA3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6042600551(NAD 83)
 FA3240
 FA3240  HISTORY     - Date     Condition        Report By
 FA3240  HISTORY     - 1972     MONUMENTED       USGS
 FA3240  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 FA3240  HISTORY     - 19941221 MARK NOT FOUND   USPSQD
 FA3240  HISTORY     - 20041130 MARK NOT FOUND   USPSQD
 FA3240
 FA3240                          STATION DESCRIPTION
 FA3240
 FA3240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA3240'STATION WAS SEARCHED FOR BUT NOT FOUND.  AREA SEARCHED AND PROBED,MARK
 FA3240'PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 FA3240
 FA3240                          STATION RECOVERY (1994)
 FA3240
 FA3240'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA3240'MARK NOT FOUND.
 FA3240
 FA3240                          STATION RECOVERY (2004)
 FA3240
 FA3240'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA3240'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FA3240'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4520 ***********************************************************************
 AE4520  DESIGNATION -  66 JAS
 AE4520  PID         -  AE4520
 AE4520  STATE/COUNTY-  NC/IREDELL
 AE4520  USGS QUAD   -  SHEPHERDS (1969)
 AE4520
 AE4520                         *CURRENT SURVEY CONTROL
 AE4520  ___________________________________________________________________
 AE4520* NAD 83(2007)-  35 41 37.66800(N)    080 50 38.05865(W)     ADJUSTED  
 AE4520* NAVD 88     -       286.4    (meters)     940.     (feet)  GPS OBS   
 AE4520  ___________________________________________________________________
 AE4520  EPOCH DATE  -        2002.00
 AE4520  X           -     825,236.990 (meters)                     COMP
 AE4520  Y           -  -5,120,023.370 (meters)                     COMP
 AE4520  Z           -   3,700,800.548 (meters)                     COMP
 AE4520  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE4520  ELLIP HEIGHT-         254.649 (meters)          (02/10/07) ADJUSTED
 AE4520  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 AE4520
 AE4520  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4520  Type    PID    Designation                      North   East  Ellip
 AE4520  -------------------------------------------------------------------
 AE4520  NETWORK AE4520 66 JAS                            0.88   0.71   1.18
 AE4520  -------------------------------------------------------------------
 AE4520
 AE4520.The horizontal coordinates were established by GPS observations
 AE4520.and adjusted by the National Geodetic Survey in February 2007.
 AE4520
 AE4520.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4520.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4520.The horizontal coordinates are valid at the epoch date displayed above.
 AE4520.The epoch date for horizontal control is a decimal equivalence
 AE4520.of Year/Month/Day.
 AE4520
 AE4520.The orthometric height was determined by GPS observations and a
 AE4520.high-resolution geoid model.
 AE4520
 AE4520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4520
 AE4520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4520
 AE4520.The ellipsoidal height was determined by GPS observations
 AE4520.and is referenced to NAD 83.
 AE4520
 AE4520.The geoid height was determined by GEOID03.
 AE4520
 AE4520;                    North         East     Units Scale Factor Converg.
 AE4520;SPC NC       -   217,177.821   442,733.520   MT  0.99990227   -1 03 51.3
 AE4520;SPC NC       -   712,524.23  1,452,534.89   sFT  0.99990227   -1 03 51.3
 AE4520;UTM  17      - 3,949,998.120   514,122.644   MT  0.99960246   +0 05 27.9
 AE4520
 AE4520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4520!SPC NC       -   0.99996003  x   0.99990227  =   0.99986231
 AE4520!UTM  17      -   0.99996003  x   0.99960246  =   0.99956251
 AE4520
 AE4520                          SUPERSEDED SURVEY CONTROL
 AE4520
 AE4520  NAD 83(2001)-  35 41 37.66822(N)    080 50 38.05849(W) AD(       ) 1
 AE4520  ELLIP H (03/13/03)  254.638  (m)                       GP(       ) 4 2
 AE4520  NAD 83(1986)-  35 41 37.67822(N)    080 50 38.06481(W) AD(       ) 1
 AE4520  NGVD 29 (11/20/97)  286.59   (m)          940.3    (f) LEVELING    3  
 AE4520
 AE4520.Superseded values are not recommended for survey control.
 AE4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4520.See file dsdata.txt to determine how the superseded data were derived.
 AE4520
 AE4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1412349998(NAD 83)
 AE4520_MARKER: DB = BENCH MARK DISK
 AE4520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4520_STAMPING: 66 JAS 940 1965
 AE4520_MARK LOGO: USGS  
 AE4520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4520+STABILITY: SURFACE MOTION
 AE4520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4520+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 AE4520
 AE4520  HISTORY     - Date     Condition        Report By
 AE4520  HISTORY     - 1965     MONUMENTED       USGS
 AE4520  HISTORY     - 19910910 GOOD             NCGS
 AE4520
 AE4520                          STATION DESCRIPTION
 AE4520
 AE4520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4520'STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 AE4520'STATESVILLE AND 2.6 MI (4.2 KM) EAST-SOUTHEAST OF TROUTMAN. PROCEED
 AE4520'ALONG US 21-NC 115 FOR 0.65 MI (1.05 KM) NORTHWEST FROM THE I-77
 AE4520'OVERPASS, THENCE EAST FOR 1.4 MI (2.3 KM) ALONG SR 1001 (OSWALT-AMITY
 AE4520'ROAD) TO STATION, ON THE SOUTH SIDE OF ROAD AT THE T-INTERSECTION WITH
 AE4520'SR 2368 (PILCH ROAD), ON THE PROLONGATION OF THE CENTERLINE OF SR 2368
 AE4520'(PILCH ROAD). PROPERTY OWNER DON JOHNSON 528-4414. MARK IS ABOUT 1
 AE4520'FOOT LOWER THAN THE ROAD AND PROJECTS 1 INCH ABOVE GROUND. LOCATED
 AE4520'21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF SR 1001 (OSWALT-AMITY
 AE4520'ROAD), 23.5 FT (7.2 M) EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 90.1
 AE4520'FT (27.5 M) NORTHEAST OF THE NORTHEAST CORNER OF WELL HOUSE, 45.3 FT
 AE4520'(13.8 M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL, 37.7 FT (11.5 M) WEST
 AE4520'OF THE SOUTH END OF A CULVERT UNDER SR 1001, AND 59.0 FT (18.0 M)
 AE4520'NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7017 ***********************************************************************
 AE7017  DESIGNATION -  66 JAS
 AE7017  PID         -  AE7017
 AE7017  STATE/COUNTY-  NC/CABARRUS
 AE7017  USGS QUAD   -  KANNAPOLIS (1993)
 AE7017
 AE7017                         *CURRENT SURVEY CONTROL
 AE7017  ___________________________________________________________________
 AE7017* NAD 83(2001)-  35 26 01.53340(N)    080 38 01.25699(W)     ADJUSTED  
 AE7017* NAVD 88     -       189.91   (+/-2cm)     623.1    (feet)  VERTCON   
 AE7017  ___________________________________________________________________
 AE7017  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AE7017  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AE7017  HORZ ORDER  -  SECOND
 AE7017  VERT ORDER  -  THIRD (See Below)
 AE7017
 AE7017.The horizontal coordinates were established by classical geodetic methods
 AE7017.and adjusted by the National Geodetic Survey in August 2005.
 AE7017
 AE7017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7017.The vertical order pertains to the NGVD 29 superseded value.
 AE7017
 AE7017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7017
 AE7017.The geoid height was determined by GEOID03.
 AE7017
 AE7017;                    North         East     Units Scale Factor Converg.
 AE7017;SPC NC       -   188,000.330   461,281.462   MT  0.99987762   -0 56 34.5
 AE7017;SPC NC       -   616,797.75  1,513,387.60   sFT  0.99987762   -0 56 34.5
 AE7017;UTM  17      - 3,921,208.668   533,249.798   MT  0.99961362   +0 12 44.6
 AE7017
 AE7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7017!SPC NC       -   0.99997500  x   0.99987762  =   0.99985263
 AE7017!UTM  17      -   0.99997500  x   0.99961362  =   0.99958863
 AE7017
 AE7017                          SUPERSEDED SURVEY CONTROL
 AE7017
 AE7017  NAD 83(1986)-  35 26 01.54454(N)    080 38 01.26449(W) AD(       ) 2
 AE7017  NGVD 29 (09/29/97)  190.16   (m)          623.9    (f) LEVELING    3  
 AE7017
 AE7017.Superseded values are not recommended for survey control.
 AE7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7017.See file dsdata.txt to determine how the superseded data were derived.
 AE7017
 AE7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3325021209(NAD 83)
 AE7017_MARKER: DB = BENCH MARK DISK
 AE7017_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7017_SP_SET: CONCRETE BRIDGE WINGWALL
 AE7017_STAMPING: 66 JAS 1966 RESET 1967
 AE7017_MARK LOGO: USGS  
 AE7017_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7017
 AE7017  HISTORY     - Date     Condition        Report By
 AE7017  HISTORY     - 1967     MONUMENTED       USGS
 AE7017  HISTORY     - 19870601 GOOD             NCGS
 AE7017
 AE7017                          STATION DESCRIPTION
 AE7017
 AE7017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7017'STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTHWEST OF CONCORD, 5.63
 AE7017'KM (3.50 MI) SOUTH OF KANNAPOLIS. ALONG NC 73 FOR 2.41 KM (1.50 MI)
 AE7017'EAST FROM THE I-85 UNDERPASS, IN THE SOUTHEAST WINGWALL OF BRIDGE OVER
 AE7017'IRISH BUFFALOE CREEK. MARK IS 1 FOOT LOWER THAN HIGHWAY AND SET FLUSH
 AE7017'IN A DRILL HOLE. LOCATED 138.7 M (455.1 FT) SOUTHWEST OF
 AE7017'STATION--IRISH--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5658 ***********************************************************************
 AH5658  DESIGNATION -  66 MAX
 AH5658  PID         -  AH5658
 AH5658  STATE/COUNTY-  NC/ROCKINGHAM
 AH5658  USGS QUAD   -  SOUTHEAST EDEN (1994)
 AH5658
 AH5658                         *CURRENT SURVEY CONTROL
 AH5658  ___________________________________________________________________
 AH5658* NAD 83(1986)-  36 24 05.     (N)    079 37 34.     (W)     SCALED    
 AH5658* NAVD 88     -       241.760  (meters)     793.17   (feet)  ADJUSTED  
 AH5658  ___________________________________________________________________
 AH5658  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 AH5658  DYNAMIC HT  -         241.554 (meters)     792.50  (feet)  COMP
 AH5658  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 AH5658
 AH5658  VERT ORDER  -  SECOND    CLASS II
 AH5658
 AH5658.The horizontal coordinates were scaled from a topographic map and have
 AH5658.an estimated accuracy of +/- 6 seconds.
 AH5658
 AH5658.The orthometric height was determined by differential leveling
 AH5658.and adjusted in August 2000.
 AH5658
 AH5658.The geoid height was determined by GEOID03.
 AH5658
 AH5658.The dynamic height is computed by dividing the NAVD 88
 AH5658.geopotential number by the normal gravity value computed on the
 AH5658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5658.degrees latitude (g = 980.6199 gals.).
 AH5658
 AH5658.The modeled gravity was interpolated from observed gravity values.
 AH5658
 AH5658;                    North         East    Units  Estimated Accuracy
 AH5658;SPC NC       -   294,320.      553,430.      MT  (+/- 180 meters Scaled)
 AH5658
 AH5658                          SUPERSEDED SURVEY CONTROL
 AH5658
 AH5658.No superseded survey control is available for this station.
 AH5658
 AH5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA231293(NAD 83)
 AH5658_MARKER: DB = BENCH MARK DISK
 AH5658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH5658_SP_SET: SIGN BASE
 AH5658_STAMPING: 66 MAX 1971 794
 AH5658_MARK LOGO: USGS  
 AH5658_PROJECTION: FLUSH
 AH5658_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5658
 AH5658  HISTORY     - Date     Condition        Report By
 AH5658  HISTORY     - 1971     MONUMENTED       USGS
 AH5658  HISTORY     - 19951009 GOOD             NCGS
 AH5658  HISTORY     - 19951009 GOOD             NCGS
 AH5658  HISTORY     - 19960923 GOOD             NCGS
 AH5658  HISTORY     - 20040427 MARK NOT FOUND   USPSQD
 AH5658
 AH5658                          STATION DESCRIPTION
 AH5658
 AH5658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AH5658'STATION IS LOCATED IN THE SADLER COMMUNITY ABOUT 3.6 MI (5.8 KM)
 AH5658'NORTHEAST OF REIDSVILLE.  ALONG US 29 BUSINESS FOR 2.05 MI (3.30 KM)
 AH5658'NORTHEAST FROM SR 2671 (MADISON STREET) AT AN ABANDONED SERVICE
 AH5658'STATION, IN THE SOUTHWEST CORNER OF CONCRETE BASE OF OLD SIGN POST, OR
 AH5658'0.1 MI (0.2 KM) NORTHEAST OF SR 1914.  MARK IS 89.0 FT (27.1 M) SOUTH
 AH5658'OF THE CENTERLINE OF US 29 BUSINESS AND 11.0 FT (3.4 M) NORTHEAST OF
 AH5658'THE NORTHEAST CORNER OF SERVICE STATION.
 AH5658
 AH5658                          STATION RECOVERY (1995)
 AH5658
 AH5658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AH5658'STATION IS LOCATED IN THE SADLER COMMUNITY ABOUT 3.6 MI (5.8 KM)
 AH5658'NORTHEAST OF REIDSVILLE.
 AH5658'ALONG US 29 BUSINESS FOR 2.05 MI (3.30 KM) NORTHEAST FROM SR 2671
 AH5658'(MADISON STREET) AT AN ABANDONED SERVICE STATION, IN THE SOUTHWEST
 AH5658'CORNER OF CONCRETE BASE OF OLD SIGN POST, OR 0.1 MI (0.2 KM) NORTHEAST
 AH5658'OF SR 1914.
 AH5658'MARK IS 89.0 FT (27.1 M) SOUTH OF THE CENTERLINE OF US 29 BUSINESS AND
 AH5658'11.0 FT (3.4 M) NORTHEAST OF THE NORTHEAST CORNER OF SERVICE STATION.
 AH5658
 AH5658                          STATION RECOVERY (1996)
 AH5658
 AH5658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AH5658'RECOVERED AS DESCRIBED IN 1995.
 AH5658
 AH5658                          STATION RECOVERY (2004)
 AH5658
 AH5658'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH5658'SERVICE STATION IS NOW A RESIDENCE AND SIGN HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0060 ***********************************************************************
 FA0060  DESIGNATION -  665
 FA0060  PID         -  FA0060
 FA0060  STATE/COUNTY-  NC/DAVIDSON
 FA0060  USGS QUAD   -  LEXINGTON EAST (1994)
 FA0060
 FA0060                         *CURRENT SURVEY CONTROL
 FA0060  ___________________________________________________________________
 FA0060* NAD 83(1986)-  35 50 36.     (N)    080 11 33.     (W)     SCALED    
 FA0060* NAVD 88     -       202.188  (meters)     663.35   (feet)  ADJUSTED  
 FA0060  ___________________________________________________________________
 FA0060  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FA0060  DYNAMIC HT  -         202.010 (meters)     662.76  (feet)  COMP
 FA0060  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FA0060
 FA0060  VERT ORDER  -  FIRST     CLASS I
 FA0060
 FA0060.The horizontal coordinates were scaled from a topographic map and have
 FA0060.an estimated accuracy of +/- 6 seconds.
 FA0060
 FA0060.The orthometric height was determined by differential leveling
 FA0060.and adjusted in June 1991.
 FA0060
 FA0060.The geoid height was determined by GEOID03.
 FA0060
 FA0060.The dynamic height is computed by dividing the NAVD 88
 FA0060.geopotential number by the normal gravity value computed on the
 FA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0060.degrees latitude (g = 980.6199 gals.).
 FA0060
 FA0060.The modeled gravity was interpolated from observed gravity values.
 FA0060
 FA0060;                    North         East    Units  Estimated Accuracy
 FA0060;SPC NC       -   232,870.      501,880.      MT  (+/- 180 meters Scaled)
 FA0060
 FA0060                          SUPERSEDED SURVEY CONTROL
 FA0060
 FA0060  NGVD 29 (??/??/92)  202.409  (m)          664.07   (f) ADJ UNCH    1 1
 FA0060
 FA0060.Superseded values are not recommended for survey control.
 FA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0060.See file dsdata.txt to determine how the superseded data were derived.
 FA0060
 FA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV729668(NAD 83)
 FA0060_MARKER: B = BOLT
 FA0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0060_SP_SET: BRIDGE
 FA0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0060
 FA0060  HISTORY     - Date     Condition        Report By
 FA0060  HISTORY     - UNK      MONUMENTED       USGS
 FA0060  HISTORY     - 1967     GOOD             NGS
 FA0060
 FA0060                          STATION DESCRIPTION
 FA0060
 FA0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0060'3.8 MI NE FROM LEXINGTON.
 FA0060'ABOUT 3.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0060'RAILROAD FROM THE STATION AT LEXINGTON, 142 YARDS EAST OF THE
 FA0060'CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 65 FEET SOUTH
 FA0060'AND ACROSS THE TRACK FROM MILEPOST 313, 41 1/2 FEET SOUTH OF THE
 FA0060'SOUTH RAIL OF THE TRACK, A U.S. GEOLOGICAL SURVEY DISK SET IN
 FA0060'THE TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT OF AN
 FA0060'ABANDONED RAILROAD BRIDGE OVER RICH FORK CREEK, 29 1/2 FEET SOUTH
 FA0060'OF THE SOUTH CONCRETE RETAINING WALL OF A RAILROAD BRIDGE OVER
 FA0060'THE RICH FORK CREEK, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 FA0060'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0929 ***********************************************************************
 FY0929  DESIGNATION -  667
 FY0929  PID         -  FY0929
 FY0929  STATE/COUNTY-  NC/ORANGE
 FY0929  USGS QUAD   -  EFLAND (1994)
 FY0929
 FY0929                         *CURRENT SURVEY CONTROL
 FY0929  ___________________________________________________________________
 FY0929* NAD 83(1986)-  36 04 44.     (N)    079 10 40.     (W)     SCALED    
 FY0929* NAVD 88     -       202.702  (meters)     665.03   (feet)  ADJUSTED  
 FY0929  ___________________________________________________________________
 FY0929  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FY0929  DYNAMIC HT  -         202.541 (meters)     664.50  (feet)  COMP
 FY0929  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 FY0929
 FY0929  VERT ORDER  -  FIRST     CLASS I
 FY0929
 FY0929.The horizontal coordinates were scaled from a topographic map and have
 FY0929.an estimated accuracy of +/- 6 seconds.
 FY0929
 FY0929.The orthometric height was determined by differential leveling
 FY0929.and adjusted in June 1991.
 FY0929
 FY0929.The geoid height was determined by GEOID03.
 FY0929
 FY0929.The dynamic height is computed by dividing the NAVD 88
 FY0929.geopotential number by the normal gravity value computed on the
 FY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0929.degrees latitude (g = 980.6199 gals.).
 FY0929
 FY0929.The modeled gravity was interpolated from observed gravity values.
 FY0929
 FY0929;                    North         East    Units  Estimated Accuracy
 FY0929;SPC NC       -   258,370.      593,590.      MT  (+/- 180 meters Scaled)
 FY0929
 FY0929                          SUPERSEDED SURVEY CONTROL
 FY0929
 FY0929  NGVD 29 (??/??/92)  202.941  (m)          665.82   (f) ADJ UNCH    1 1
 FY0929
 FY0929.Superseded values are not recommended for survey control.
 FY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0929.See file dsdata.txt to determine how the superseded data were derived.
 FY0929
 FY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV640942(NAD 83)
 FY0929_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY0929_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY0929_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0929+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2000
 FY0929
 FY0929  HISTORY     - Date     Condition        Report By
 FY0929  HISTORY     - UNK      MONUMENTED       USGS
 FY0929  HISTORY     - 1967     GOOD             NGS
 FY0929  HISTORY     - 1983     GOOD             USPSQD
 FY0929  HISTORY     - 1985     GOOD             USPSQD
 FY0929  HISTORY     - 1988     GOOD             USPSQD
 FY0929  HISTORY     - 20000814 SEE DESCRIPTION  NCGS
 FY0929
 FY0929                          STATION DESCRIPTION
 FY0929
 FY0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY0929'0.4 MI W FROM EFLAND.
 FY0929'665.855
 FY0929'ABOUT 0.35 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY0929'FROM THE CROSSING OF THE RAILROAD AND COUNTY ROAD 1120 AT EFLAND,
 FY0929'0.15 MILE WEST OF MILEPOST 37, 12 1/2 RAILS EAST OF A SWITCH
 FY0929'STAND WHICH IS LOCATED AT THE WEST END OF A SIDING, MIDWAY
 FY0929'BETWEEN TWO TELEPHONE POLES, 31 FEET NORTH OF THE NORTH RAIL
 FY0929'OF THE MAIN TRACK, 10 FEET SOUTH OF THE CENTERLINE OF A TRAIL
 FY0929'ROAD WHICH PARALLELS THE TRACK, 0.8 FOOT SOUTH OF A METAL WITNESS
 FY0929'POST, ABOUT LEVEL WITH THE TRACK, A U.S. GEOLOGICAL SURVEY CAP
 FY0929'ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 FY0929
 FY0929                          STATION RECOVERY (1983)
 FY0929
 FY0929'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY0929'RECOVERED IN GOOD CONDITION.
 FY0929
 FY0929                          STATION RECOVERY (1985)
 FY0929
 FY0929'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY0929'RECOVERED IN GOOD CONDITION.
 FY0929
 FY0929                          STATION RECOVERY (1988)
 FY0929
 FY0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY0929'RECOVERED IN GOOD CONDITION.
 FY0929
 FY0929                          STATION RECOVERY (2000)
 FY0929
 FY0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY0929'MARK NOT FOUND, BUT STILL MAY EXIST. THE TWO TELEPHONE POLES ARE GONE,
 FY0929'AND THE TRAIL ROAD HAS BEEN IMPROVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9342 ***********************************************************************
 DE9342  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9342  DESIGNATION -  66W 200
 DE9342  PID         -  DE9342
 DE9342  STATE/COUNTY-  NC/GUILFORD
 DE9342  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9342
 DE9342                         *CURRENT SURVEY CONTROL
 DE9342  ___________________________________________________________________
 DE9342* NAD 83(2007)-  36 01 50.29758(N)    079 44 42.61070(W)     ADJUSTED  
 DE9342* NAVD 88     -       231.99   (meters)     761.1    (feet)  GPS OBS   
 DE9342  ___________________________________________________________________
 DE9342  EPOCH DATE  -        2002.00
 DE9342  X           -     919,357.838 (meters)                     COMP
 DE9342  Y           -  -5,081,668.783 (meters)                     COMP
 DE9342  Z           -   3,731,059.955 (meters)                     COMP
 DE9342  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 DE9342  ELLIP HEIGHT-         201.428 (meters)          (02/10/07) ADJUSTED
 DE9342  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 DE9342
 DE9342  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9342  Type    PID    Designation                      North   East  Ellip
 DE9342  -------------------------------------------------------------------
 DE9342  NETWORK DE9342 66W 200                           1.33   1.12   1.96
 DE9342  -------------------------------------------------------------------
 DE9342
 DE9342.The horizontal coordinates were established by GPS observations
 DE9342.and adjusted by the National Geodetic Survey in February 2007.
 DE9342
 DE9342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9342.The horizontal coordinates are valid at the epoch date displayed above.
 DE9342.The epoch date for horizontal control is a decimal equivalence
 DE9342.of Year/Month/Day.
 DE9342
 DE9342.The orthometric height was determined by GPS observations and a
 DE9342.high-resolution geoid model.
 DE9342.The orthometric height was determined by GPS observations and a
 DE9342.high-resolution geoid model using precise GPS observation and
 DE9342.processing techniques.
 DE9342
 DE9342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9342
 DE9342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9342
 DE9342.The ellipsoidal height was determined by GPS observations
 DE9342.and is referenced to NAD 83.
 DE9342
 DE9342.The geoid height was determined by GEOID03.
 DE9342
 DE9342;                    North         East     Units Scale Factor Converg.
 DE9342;SPC NC       -   253,252.239   542,442.965   MT  0.99996487   -0 25 48.3
 DE9342;SPC NC       -   830,878.39  1,779,664.96   sFT  0.99996487   -0 25 48.3
 DE9342;UTM  17      - 3,988,074.965   613,053.924   MT  0.99975749   +0 44 17.5
 DE9342
 DE9342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9342!SPC NC       -   0.99996839  x   0.99996487  =   0.99993326
 DE9342!UTM  17      -   0.99996839  x   0.99975749  =   0.99972588
 DE9342
 DE9342:                Primary Azimuth Mark                     Grid Az
 DE9342:SPC NC       -  66W 201                                  292 25 34.7
 DE9342:UTM  17      -  66W 201                                  291 15 28.9
 DE9342
 DE9342|---------------------------------------------------------------------|
 DE9342| PID    Reference Object                     Distance      Geod. Az  |
 DE9342|                                                           dddmmss.s |
 DE9342| DE9343 66W 201                             406.759 METERS 2915946.4 |
 DE9342|---------------------------------------------------------------------|
 DE9342
 DE9342                          SUPERSEDED SURVEY CONTROL
 DE9342
 DE9342  NAD 83(2001)-  36 01 50.29781(N)    079 44 42.61053(W) AD(       ) 1
 DE9342  ELLIP H (03/13/03)  201.423  (m)                       GP(       ) 4 2
 DE9342  NAD 83(1986)-  36 01 50.30312(N)    079 44 42.61704(W) AD(       ) 1
 DE9342
 DE9342.Superseded values are not recommended for survey control.
 DE9342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9342.See file dsdata.txt to determine how the superseded data were derived.
 DE9342
 DE9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1305488075(NAD 83)
 DE9342_MARKER: DD = SURVEY DISK
 DE9342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9342_STAMPING: 66W.200 7/97
 DE9342_MARK LOGO: NC1940
 DE9342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9342+STABILITY: SURFACE MOTION
 DE9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9342+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9342
 DE9342  HISTORY     - Date     Condition        Report By
 DE9342  HISTORY     - 1997     MONUMENTED       NC1940
 DE9342
 DE9342                          STATION DESCRIPTION
 DE9342
 DE9342'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9342'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF THE DOWNTOWN
 DE9342'GREENSBORO GOVERNMENT COMPLEX, ALONG ALAMANCE CHURCH ROAD (SR 1005).
 DE9342'PROCEED ALONG JOSEPH M HUNT (US 421) FOR 0.2 MI (0.3 KM) SOUTH FROM
 DE9342'THE I-40 AND I-85 OVERPASS, THENCE LEFT/EASTERLY FOR 1.8 MI (2.9 KM)
 DE9342'ALONG ALAMANCE CHURCH ROAD TO TRANSMISSION LINE CROSSING ROAD AND
 DE9342'STATION ON LEFT/NORTH SIDE OF ROAD.
 DE9342'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ALAMANCE CHURCH ROAD
 DE9342'AND FLUSH WITH THE GROUND. LOCATED 23.1 FT (7.0 M) NORTH-NORTHEAST OF
 DE9342'THE CENTERLINE OF ALAMANCE CHURCH ROAD, 15.4 FT (4.7 M)
 DE9342'SOUTH-SOUTHEAST OF THE CENTER OF A METAL GATE, 1.9 FT (0.6 M)
 DE9342'SOUTHWEST OF A WOODEN CORNER POST IN BARBED WIRE FENCE, AND 25.7 FT
 DE9342'(7.8 M) WEST-NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9343 ***********************************************************************
 DE9343  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9343  DESIGNATION -  66W 201
 DE9343  PID         -  DE9343
 DE9343  STATE/COUNTY-  NC/GUILFORD
 DE9343  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9343
 DE9343                         *CURRENT SURVEY CONTROL
 DE9343  ___________________________________________________________________
 DE9343* NAD 83(2007)-  36 01 55.24008(N)    079 44 57.67532(W)     ADJUSTED  
 DE9343* NAVD 88     -       239.15   (meters)     784.6    (feet)  GPS OBS   
 DE9343  ___________________________________________________________________
 DE9343  EPOCH DATE  -        2002.00
 DE9343  X           -     918,971.776 (meters)                     COMP
 DE9343  Y           -  -5,081,653.421 (meters)                     COMP
 DE9343  Z           -   3,731,187.359 (meters)                     COMP
 DE9343  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 DE9343  ELLIP HEIGHT-         208.576 (meters)          (02/10/07) ADJUSTED
 DE9343  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 DE9343
 DE9343  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9343  Type    PID    Designation                      North   East  Ellip
 DE9343  -------------------------------------------------------------------
 DE9343  NETWORK DE9343 66W 201                           1.37   1.10   1.98
 DE9343  -------------------------------------------------------------------
 DE9343
 DE9343.The horizontal coordinates were established by GPS observations
 DE9343.and adjusted by the National Geodetic Survey in February 2007.
 DE9343
 DE9343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9343.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9343.The horizontal coordinates are valid at the epoch date displayed above.
 DE9343.The epoch date for horizontal control is a decimal equivalence
 DE9343.of Year/Month/Day.
 DE9343
 DE9343.The orthometric height was determined by GPS observations and a
 DE9343.high-resolution geoid model.
 DE9343.The orthometric height was determined by GPS observations and a
 DE9343.high-resolution geoid model using precise GPS observation and
 DE9343.processing techniques.
 DE9343
 DE9343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9343
 DE9343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9343
 DE9343.The ellipsoidal height was determined by GPS observations
 DE9343.and is referenced to NAD 83.
 DE9343
 DE9343.The geoid height was determined by GEOID03.
 DE9343
 DE9343;                    North         East     Units Scale Factor Converg.
 DE9343;SPC NC       -   253,407.406   542,066.984   MT  0.99996520   -0 25 57.0
 DE9343;SPC NC       -   831,387.46  1,778,431.43   sFT  0.99996520   -0 25 57.0
 DE9343;UTM  17      - 3,988,222.404   612,674.937   MT  0.99975643   +0 44 08.7
 DE9343
 DE9343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9343!SPC NC       -   0.99996727  x   0.99996520  =   0.99993247
 DE9343!UTM  17      -   0.99996727  x   0.99975643  =   0.99972370
 DE9343
 DE9343:                Primary Azimuth Mark                     Grid Az
 DE9343:SPC NC       -  66W 200                                  112 25 34.5
 DE9343:UTM  17      -  66W 200                                  111 15 28.8
 DE9343
 DE9343|---------------------------------------------------------------------|
 DE9343| PID    Reference Object                     Distance      Geod. Az  |
 DE9343|                                                           dddmmss.s |
 DE9343| DE9342 66W 200                             406.759 METERS 1115937.5 |
 DE9343|---------------------------------------------------------------------|
 DE9343
 DE9343                          SUPERSEDED SURVEY CONTROL
 DE9343
 DE9343  NAD 83(2001)-  36 01 55.24031(N)    079 44 57.67514(W) AD(       ) 1
 DE9343  ELLIP H (03/13/03)  208.571  (m)                       GP(       ) 4 2
 DE9343  NAD 83(1986)-  36 01 55.24573(N)    079 44 57.68177(W) AD(       ) 1
 DE9343
 DE9343.Superseded values are not recommended for survey control.
 DE9343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9343.See file dsdata.txt to determine how the superseded data were derived.
 DE9343
 DE9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1267588222(NAD 83)
 DE9343_MARKER: DD = SURVEY DISK
 DE9343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9343_STAMPING: 66W.201 7/97
 DE9343_MARK LOGO: NC1940
 DE9343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9343+STABILITY: SURFACE MOTION
 DE9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9343+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9343
 DE9343  HISTORY     - Date     Condition        Report By
 DE9343  HISTORY     - 1997     MONUMENTED       NC1940
 DE9343
 DE9343                          STATION DESCRIPTION
 DE9343
 DE9343'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9343'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTHEAST OF THE DOWNTOWN
 DE9343'GREENSBORO GOVERNMENT COMPLEX, ALONG ALAMANCE CHURCH ROAD.
 DE9343'PROCEED ALONG JOSEPH M HUNT (US 421) FOR 0.2 MI (0.3 KM) SOUTH FROM
 DE9343'THE I-40 AND I-85 OVERPASS, THENCE LEFT/EASTERLY FOR 1.3 MI (2.1 KM)
 DE9343'ALONG ALAMANCE CHURCH ROAD (OR 0.2 MI (0.3 KM) PASSED PARKER BALDWIN
 DE9343'LANE) TO STATION ON RIGHT/SOUTH SIDE OF ROAD.
 DE9343'MARK IS ABOUT 1.5-FEET LOWER THAN THE CENTER OF ALAMANCE CHURCH ROAD
 DE9343'AND RECESSED 1-INCH BELOW GROUND. LOCATED 23.5 FT (7.2 M) SOUTH OF THE
 DE9343'CENTERLINE OF ALAMANCE CHURCH ROAD, 124.1 FT (37.8 M) EAST OF A FIRE
 DE9343'HYDRANT, AND 48.8 FT (14.9 M) WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0696 ***********************************************************************
 EY0696  DESIGNATION -  67
 EY0696  PID         -  EY0696
 EY0696  STATE/COUNTY-  NC/PITT
 EY0696  USGS QUAD   -  AYDEN (1982)
 EY0696
 EY0696                         *CURRENT SURVEY CONTROL
 EY0696  ___________________________________________________________________
 EY0696* NAD 83(1986)-  35 28 22.     (N)    077 25 04.     (W)     SCALED    
 EY0696* NAVD 88     -        19.211  (meters)      63.03   (feet)  POSTED    
 EY0696  ___________________________________________________________________
 EY0696  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 EY0696  DYNAMIC HT  -          19.190 (meters)      62.96  (feet)  COMP
 EY0696  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 EY0696
 EY0696  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0696
 EY0696.The horizontal coordinates were scaled from a topographic map and have
 EY0696.an estimated accuracy of +/- 6 seconds.
 EY0696
 EY0696.The orthometric height was determined by differential leveling
 EY0696.and adjusted by the  in 1992.
 EY0696.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0696.rate of 1.1 thru 2.0 mm/km.
 EY0696
 EY0696.The geoid height was determined by GEOID03.
 EY0696
 EY0696.The dynamic height is computed by dividing the NAVD 88
 EY0696.geopotential number by the normal gravity value computed on the
 EY0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0696.degrees latitude (g = 980.6199 gals.).
 EY0696
 EY0696.The modeled gravity was interpolated from observed gravity values.
 EY0696
 EY0696;                    North         East    Units  Estimated Accuracy
 EY0696;SPC NC       -   192,250.      753,180.      MT  (+/- 180 meters Scaled)
 EY0696
 EY0696                          SUPERSEDED SURVEY CONTROL
 EY0696
 EY0696  NGVD 29 (??/??/92)   19.569  (m)           64.20   (f) ADJ UNCH    2 0
 EY0696
 EY0696.Superseded values are not recommended for survey control.
 EY0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0696.See file dsdata.txt to determine how the superseded data were derived.
 EY0696
 EY0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE806281(NAD 83)
 EY0696_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EY0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0696_STAMPING: 67 RALEIGH
 EY0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0696
 EY0696  HISTORY     - Date     Condition        Report By
 EY0696  HISTORY     - UNK      MONUMENTED       USGS
 EY0696  HISTORY     - 1935     GOOD             NGS
 EY0696  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0696
 EY0696                          STATION DESCRIPTION
 EY0696
 EY0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0696'AT AYDEN.
 EY0696'AT AYDEN, PITT COUNTY, 48 FEET WEST OF THE SOUTHWEST CORNER OF
 EY0696'THE ATLANTIC COAST LINE RAILROAD STATION, 33 YARDS WEST OF THE
 EY0696'WEST RAIL, AND 16 YARDS NORTH OF THE CENTERLINE OF MAIN STREET.
 EY0696'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 67 RALEIGH
 EY0696'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 5
 EY0696'INCHES ABOVE GROUND.
 EY0696
 EY0696                          STATION RECOVERY (1978)
 EY0696
 EY0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2276 ***********************************************************************
 EB2276  DESIGNATION -  67 JJS
 EB2276  PID         -  EB2276
 EB2276  STATE/COUNTY-  NC/COLUMBUS
 EB2276  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2276
 EB2276                         *CURRENT SURVEY CONTROL
 EB2276  ___________________________________________________________________
 EB2276* NAD 83(2001)-  34 12 06.37324(N)    078 49 52.10707(W)     ADJUSTED  
 EB2276* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 EB2276  ___________________________________________________________________
 EB2276  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EB2276  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EB2276  HORZ ORDER  -  SECOND
 EB2276
 EB2276.The horizontal coordinates were established by classical geodetic methods
 EB2276.and adjusted by the National Geodetic Survey in August 2005.
 EB2276
 EB2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2276
 EB2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2276
 EB2276.The geoid height was determined by GEOID03.
 EB2276
 EB2276;                    North         East     Units Scale Factor Converg.
 EB2276;SPC NC       -    50,130.533   625,164.855   MT  1.00003903   +0 05 50.9
 EB2276;SPC NC       -   164,469.92  2,051,061.70   sFT  1.00003903   +0 05 50.9
 EB2276;UTM  17      - 3,786,654.857   699,832.349   MT  1.00009227   +1 13 10.3
 EB2276
 EB2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2276!SPC NC       -   1.00000035  x   1.00003903  =   1.00003938
 EB2276!UTM  17      -   1.00000035  x   1.00009227  =   1.00009262
 EB2276
 EB2276:                Primary Azimuth Mark                     Grid Az
 EB2276:SPC NC       -  CLARE                                    309 09 12.8
 EB2276:UTM  17      -  CLARE                                    308 01 53.4
 EB2276
 EB2276|---------------------------------------------------------------------|
 EB2276| PID    Reference Object                     Distance      Geod. Az  |
 EB2276|                                                           dddmmss.s |
 EB2276| EB2279 CLARE                               APPROX. 0.7 KM 3091503.7 |
 EB2276|---------------------------------------------------------------------|
 EB2276
 EB2276                          SUPERSEDED SURVEY CONTROL
 EB2276
 EB2276  NAD 83(1986)-  34 12 06.38076(N)    078 49 52.11029(W) AD(       ) 2
 EB2276  NAD 27      -  34 12 05.77117(N)    078 49 53.03433(W) AD(       ) 2
 EB2276  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG    3  
 EB2276
 EB2276.Superseded values are not recommended for survey control.
 EB2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2276.See file dsdata.txt to determine how the superseded data were derived.
 EB2276
 EB2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9983286655(NAD 83)
 EB2276_MARKER: DD = SURVEY DISK
 EB2276_SETTING: 0 = UNSPECIFIED SETTING
 EB2276
 EB2276  HISTORY     - Date     Condition        Report By
 EB2276  HISTORY     - 1969     MONUMENTED       USGS
 EB2276
 EB2276                          STATION DESCRIPTION
 EB2276
 EB2276'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EM)
 EB2276'67 JJS 1951 IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EB2276'ESTABLISHED IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2276'
 EB2276'67 JJS 1951 IS LOCATED APPROXIMATELY 4.5 MILES NNE OF
 EB2276'TABOR CITY AND 1.05 MILES ESE OF CLARENDON.  TO REACH STATION
 EB2276'PROCEED FROM Y INTERSECTION OF U.S. 701 AND NC 410, GO NORTH
 EB2276'ON NC 410 FOR 3.0 MILES TO INTERSECTION OF NC 410 AND
 EB2276'SR 1314, TURN RIGHT ON SR 1314 AND GO APPROXIMATELY 200
 EB2276'FEET.  STATION IS IN SOUTHWEST CORNER OF CLARENDON METHODIST
 EB2276'CHURCH YARD.
 EB2276'
 EB2276'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 EB2276'DISK, STAMPED 67 JJS 1951, SET IN A CONCRETE POST, PROJECTING
 EB2276'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EB2276'
 EB2276'MARK IS
 EB2276'
 EB2276'31.0 FT NE OF SR 1314
 EB2276'
 EB2276'61.6 FT NE OF PP WITH ALUMINUM REF. TAG.
 EB2276'
 EB2276'115.2 FT ESE OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 EB2276'
 EB2276'138.2 FT SE OF C/L OF NC 410
 EB2276'
 EB2276'62.4 FT SW OF POST OAK TREE
 EB2276'
 EB2276'121.1 FT NNW OF PP WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0890 ***********************************************************************
 FY0890  DESIGNATION -  675
 FY0890  PID         -  FY0890
 FY0890  STATE/COUNTY-  NC/ALAMANCE
 FY0890  USGS QUAD   -  BURLINGTON (1981)
 FY0890
 FY0890                         *CURRENT SURVEY CONTROL
 FY0890  ___________________________________________________________________
 FY0890* NAD 83(1986)-  36 06 07.     (N)    079 26 40.     (W)     SCALED    
 FY0890* NAVD 88     -       205.422  (meters)     673.96   (feet)  ADJUSTED  
 FY0890  ___________________________________________________________________
 FY0890  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FY0890  DYNAMIC HT  -         205.259 (meters)     673.42  (feet)  COMP
 FY0890  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 FY0890
 FY0890  VERT ORDER  -  FIRST     CLASS I
 FY0890
 FY0890.The horizontal coordinates were scaled from a topographic map and have
 FY0890.an estimated accuracy of +/- 6 seconds.
 FY0890
 FY0890.The orthometric height was determined by differential leveling
 FY0890.and adjusted in June 1991.
 FY0890
 FY0890.The geoid height was determined by GEOID03.
 FY0890
 FY0890.The dynamic height is computed by dividing the NAVD 88
 FY0890.geopotential number by the normal gravity value computed on the
 FY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0890.degrees latitude (g = 980.6199 gals.).
 FY0890
 FY0890.The modeled gravity was interpolated from observed gravity values.
 FY0890
 FY0890;                    North         East    Units  Estimated Accuracy
 FY0890;SPC NC       -   261,000.      569,580.      MT  (+/- 180 meters Scaled)
 FY0890
 FY0890                          SUPERSEDED SURVEY CONTROL
 FY0890
 FY0890  NGVD 29 (??/??/92)  205.677  (m)          674.79   (f) ADJ UNCH    1 1
 FY0890
 FY0890.Superseded values are not recommended for survey control.
 FY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0890.See file dsdata.txt to determine how the superseded data were derived.
 FY0890
 FY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV400963(NAD 83)
 FY0890_MARKER: DD = SURVEY DISK
 FY0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0890_SP_SET: SIGNAL
 FY0890_STAMPING: 675 47 HLZ 1967
 FY0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0890
 FY0890  HISTORY     - Date     Condition        Report By
 FY0890  HISTORY     - 1967     MONUMENTED       USGS
 FY0890  HISTORY     - 1967     GOOD             NGS
 FY0890  HISTORY     - 1985     GOOD             USPSQD
 FY0890  HISTORY     - 19910601 MARK NOT FOUND   USPSQD
 FY0890  HISTORY     - 20040613 MARK NOT FOUND   USPSQD
 FY0890  HISTORY     - 20050927 MARK NOT FOUND   USPSQD
 FY0890
 FY0890                          STATION DESCRIPTION
 FY0890
 FY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY0890'0.7 MI NW FROM BURLINGTON.
 FY0890'ABOUT 0.7 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FY0890'RAILROAD FROM THE STATION AT BURLINGTON, 28 FEET SOUTHEAST OF
 FY0890'THE CENTER OF A CROSSING OF THE RAILROAD AND ELMIRA STREET, SET
 FY0890'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR A
 FY0890'TRAFFIC SIGNAL LIGHT FOR THE RAILROAD CROSSING, 8 1/2 FEET
 FY0890'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 40 FEET EAST OF
 FY0890'THE CENTER OF THE INTERSECTION OF ELMIRA STREET AND WEST WEBB
 FY0890'AVENUE, 81.7 FEET WEST AND ACROSS THE TRACK AND PARK AVENUE FROM
 FY0890'BENCH MARK ELMIRA (NC GEOD S), AND ABOUT 1/2 FOOT ABOVE THE
 FY0890'LEVEL OF THE TRACK.
 FY0890
 FY0890                          STATION RECOVERY (1985)
 FY0890
 FY0890'RECOVERY NOTE BY US POWER SQUADRON 1985 (WBW)
 FY0890'RECOVERED IN GOOD CONDITION.
 FY0890
 FY0890                          STATION RECOVERY (1991)
 FY0890
 FY0890'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY0890'MARK NOT FOUND.
 FY0890
 FY0890                          STATION RECOVERY (2004)
 FY0890
 FY0890'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY0890'MARK NOT FOUND.
 FY0890
 FY0890                          STATION RECOVERY (2005)
 FY0890
 FY0890'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0501 ***********************************************************************
 EY0501  DESIGNATION -  68
 EY0501  PID         -  EY0501
 EY0501  STATE/COUNTY-  NC/MARTIN
 EY0501  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY0501
 EY0501                         *CURRENT SURVEY CONTROL
 EY0501  ___________________________________________________________________
 EY0501* NAD 83(1986)-  35 50 05.     (N)    077 10 29.     (W)     SCALED    
 EY0501* NAVD 88     -        19.840  (meters)      65.09   (feet)  POSTED    
 EY0501  ___________________________________________________________________
 EY0501  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 EY0501  DYNAMIC HT  -          19.820 (meters)      65.03  (feet)  COMP
 EY0501  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 EY0501
 EY0501  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EY0501
 EY0501.The horizontal coordinates were scaled from a topographic map and have
 EY0501.an estimated accuracy of +/- 6 seconds.
 EY0501
 EY0501.The orthometric height was determined by differential leveling
 EY0501.and adjusted by the  in 1992.
 EY0501.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EY0501.rate of 2.1 thru 3.0 mm/km.
 EY0501
 EY0501.The geoid height was determined by GEOID03.
 EY0501
 EY0501.The dynamic height is computed by dividing the NAVD 88
 EY0501.geopotential number by the normal gravity value computed on the
 EY0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0501.degrees latitude (g = 980.6199 gals.).
 EY0501
 EY0501.The modeled gravity was interpolated from observed gravity values.
 EY0501
 EY0501;                    North         East    Units  Estimated Accuracy
 EY0501;SPC NC       -   232,780.      774,500.      MT  (+/- 180 meters Scaled)
 EY0501
 EY0501                          SUPERSEDED SURVEY CONTROL
 EY0501
 EY0501  NGVD 29 (??/??/92)   20.10   (m)           65.9    (f) COMPUTED    2 0
 EY0501
 EY0501.Superseded values are not recommended for survey control.
 EY0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0501.See file dsdata.txt to determine how the superseded data were derived.
 EY0501
 EY0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE035678(NAD 83)
 EY0501_MARKER: P = PIPE CAP
 EY0501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0501_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0501_STAMPING: 66.168 RALEIGH
 EY0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0501+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2006
 EY0501
 EY0501  HISTORY     - Date     Condition        Report By
 EY0501  HISTORY     - UNK      MONUMENTED       USGS
 EY0501  HISTORY     - 1962     GOOD             NGS
 EY0501  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0501  HISTORY     - 20060515 MARK NOT FOUND   NCGS
 EY0501
 EY0501                          STATION DESCRIPTION
 EY0501
 EY0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0501'AT EVERETT.
 EY0501'AT EVERETT, MARTIN COUNTY, 88 FEET SOUTHWEST OF THE SOUTHWEST
 EY0501'CORNER OF THE ATLANTIC COAST LINE RAILROAD STATION, 100 YARDS
 EY0501'NORTHEAST OF MAIN STREET, 70 FEET SOUTH OF THE SOUTH RAIL, AND
 EY0501'60 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE A.E. CLARK
 EY0501'RESIDENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 EY0501'STAMPED 66.168 RALEIGH AND RIVETED ON THE TOP OF A 3-1/2-INCH
 EY0501'IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 EY0501
 EY0501                          STATION RECOVERY (1975)
 EY0501
 EY0501'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0501'MARK NOT FOUND.
 EY0501
 EY0501                          STATION RECOVERY (2006)
 EY0501
 EY0501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0501'NOT FOUND AND MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0491 ***********************************************************************
 EY0491  DESIGNATION -  68
 EY0491  PID         -  EY0491
 EY0491  STATE/COUNTY-  NC/PITT
 EY0491  USGS QUAD   -  CONETOE (1981)
 EY0491
 EY0491                         *CURRENT SURVEY CONTROL
 EY0491  ___________________________________________________________________
 EY0491* NAD 83(1986)-  35 48 30.     (N)    077 22 30.     (W)     SCALED    
 EY0491* NAVD 88     -        20.711  (meters)      67.95   (feet)  POSTED    
 EY0491  ___________________________________________________________________
 EY0491  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EY0491  DYNAMIC HT  -          20.690 (meters)      67.88  (feet)  COMP
 EY0491  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 EY0491
 EY0491  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EY0491
 EY0491.The horizontal coordinates were scaled from a topographic map and have
 EY0491.an estimated accuracy of +/- 6 seconds.
 EY0491
 EY0491.The orthometric height was determined by differential leveling
 EY0491.and adjusted by the  in 1992.
 EY0491.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EY0491.was located on a no-check spur therefore a value was not computed.
 EY0491.No vertical observational check was made to the station.
 EY0491
 EY0491.The geoid height was determined by GEOID03.
 EY0491
 EY0491.The dynamic height is computed by dividing the NAVD 88
 EY0491.geopotential number by the normal gravity value computed on the
 EY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0491.degrees latitude (g = 980.6199 gals.).
 EY0491
 EY0491.The modeled gravity was interpolated from observed gravity values.
 EY0491
 EY0491;                    North         East    Units  Estimated Accuracy
 EY0491;SPC NC       -   229,540.      756,450.      MT  (+/- 180 meters Scaled)
 EY0491
 EY0491                          SUPERSEDED SURVEY CONTROL
 EY0491
 EY0491  NGVD 29 (??/??/92)   21.064  (m)           69.11   (f) ADJ UNCH    2 0
 EY0491
 EY0491.Superseded values are not recommended for survey control.
 EY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0491.See file dsdata.txt to determine how the superseded data were derived.
 EY0491
 EY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE854652(NAD 83)
 EY0491_MARKER: P = PIPE CAP
 EY0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0491_STAMPING: 69.088 RALEIGH
 EY0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0491
 EY0491  HISTORY     - Date     Condition        Report By
 EY0491  HISTORY     - UNK      MONUMENTED       USGS
 EY0491  HISTORY     - 1935     GOOD             NGS
 EY0491  HISTORY     - 1975     MARK NOT FOUND   NCGS
 EY0491
 EY0491                          STATION DESCRIPTION
 EY0491
 EY0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0491'AT BETHEL.
 EY0491'AT BETHEL, PITT COUNTY, AT THE ATLANTIC COAST LINE RAILROAD
 EY0491'STATION, 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION
 EY0491'PROPER, 10 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 EY0491'BENEATH THE SOUTH EDGE OF THE LOADING PLATFORM.  A UNITED STATES
 EY0491'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 69.088 RALEIGH AND
 EY0491'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 3 INCHES
 EY0491'ABOVE GROUND.
 EY0491
 EY0491                          STATION RECOVERY (1975)
 EY0491
 EY0491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0213 ***********************************************************************
 FZ0213  DESIGNATION -  68 DOP
 FZ0213  PID         -  FZ0213
 FZ0213  STATE/COUNTY-  NC/FORSYTH
 FZ0213  USGS QUAD   -  CLEMMONS (1994)
 FZ0213
 FZ0213                         *CURRENT SURVEY CONTROL
 FZ0213  ___________________________________________________________________
 FZ0213* NAD 83(1986)-  36 04 36.     (N)    080 23 20.     (W)     SCALED    
 FZ0213* NAVD 88     -       264.418  (meters)     867.51   (feet)  ADJUSTED  
 FZ0213  ___________________________________________________________________
 FZ0213  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 FZ0213  DYNAMIC HT  -         264.175 (meters)     866.71  (feet)  COMP
 FZ0213  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 FZ0213
 FZ0213  VERT ORDER  -  SECOND    CLASS 0
 FZ0213
 FZ0213.The horizontal coordinates were scaled from a topographic map and have
 FZ0213.an estimated accuracy of +/- 6 seconds.
 FZ0213
 FZ0213.The orthometric height was determined by differential leveling
 FZ0213.and adjusted in June 1991.
 FZ0213
 FZ0213.The geoid height was determined by GEOID03.
 FZ0213
 FZ0213.The dynamic height is computed by dividing the NAVD 88
 FZ0213.geopotential number by the normal gravity value computed on the
 FZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0213.degrees latitude (g = 980.6199 gals.).
 FZ0213
 FZ0213.The modeled gravity was interpolated from observed gravity values.
 FZ0213
 FZ0213;                    North         East    Units  Estimated Accuracy
 FZ0213;SPC NC       -   258,980.      484,500.      MT  (+/- 180 meters Scaled)
 FZ0213
 FZ0213                          SUPERSEDED SURVEY CONTROL
 FZ0213
 FZ0213  NGVD 29 (??/??/92)  264.611  (m)          868.14   (f) ADJ UNCH    2 0
 FZ0213
 FZ0213.Superseded values are not recommended for survey control.
 FZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0213.See file dsdata.txt to determine how the superseded data were derived.
 FZ0213
 FZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV550926(NAD 83)
 FZ0213_MARKER: DD = SURVEY DISK
 FZ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0213_SP_SET: BRIDGE
 FZ0213_STAMPING: 68 DOP 1962
 FZ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0213
 FZ0213  HISTORY     - Date     Condition        Report By
 FZ0213  HISTORY     - 1962     MONUMENTED       NCGS
 FZ0213  HISTORY     - 1972     GOOD             NCGS
 FZ0213  HISTORY     - 1984     GOOD             USPSQD
 FZ0213  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 FZ0213
 FZ0213                          STATION DESCRIPTION
 FZ0213
 FZ0213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0213'2.2 MI SE FROM LEWISVILLE.
 FZ0213'STATION IS LOCATED APPROXIMATELY 8.2 MILES WEST OF DOWNTOWN
 FZ0213'WINSTON-SALEM IN THE TOP OF THE SE CORNER OF SR 1103
 FZ0213'(LEWISVILLE-CLEMMONS ROAD) BRIDGE OVER U.S. 421.  DISK IS SET IN
 FZ0213'DRILLED HOLE IN THE GROUND.
 FZ0213
 FZ0213                          STATION RECOVERY (1984)
 FZ0213
 FZ0213'RECOVERY NOTE BY US POWER SQUADRON 1984
 FZ0213'LOCATED AS DESCRIBED, EXCEPTION: 1 DISC IS SET IN CONCRETE BRIDGE
 FZ0213'ABUTMENT. NOT
 FZ0213
 FZ0213                          STATION RECOVERY (2003)
 FZ0213
 FZ0213'RECOVERY NOTE BY US POWER SQUADRON 2003 (GCL)
 FZ0213'OLD BRIDGE HAS BEEN REMOVED AND NEW 4 LANE BRIDGE IS BEING BUILT.
 FZ0213'CONSIDERABLE GRADING HAS BEEN DONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0406 ***********************************************************************
 FZ0406  DESIGNATION -  68 HLZ
 FZ0406  PID         -  FZ0406
 FZ0406  STATE/COUNTY-  NC/STOKES
 FZ0406  USGS QUAD   -  BELEWS LAKE (1994)
 FZ0406
 FZ0406                         *CURRENT SURVEY CONTROL
 FZ0406  ___________________________________________________________________
 FZ0406* NAD 83(1986)-  36 19 10.     (N)    080 06 47.     (W)     SCALED    
 FZ0406* NAVD 88     -       206.981  (meters)     679.07   (feet)  ADJUSTED  
 FZ0406  ___________________________________________________________________
 FZ0406  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 FZ0406  DYNAMIC HT  -         206.794 (meters)     678.46  (feet)  COMP
 FZ0406  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 FZ0406
 FZ0406  VERT ORDER  -  SECOND    CLASS 0
 FZ0406
 FZ0406.The horizontal coordinates were scaled from a topographic map and have
 FZ0406.an estimated accuracy of +/- 6 seconds.
 FZ0406
 FZ0406.The orthometric height was determined by differential leveling
 FZ0406.and adjusted in June 1991.
 FZ0406
 FZ0406.The geoid height was determined by GEOID03.
 FZ0406
 FZ0406.The dynamic height is computed by dividing the NAVD 88
 FZ0406.geopotential number by the normal gravity value computed on the
 FZ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0406.degrees latitude (g = 980.6199 gals.).
 FZ0406
 FZ0406.The modeled gravity was interpolated from observed gravity values.
 FZ0406
 FZ0406;                    North         East    Units  Estimated Accuracy
 FZ0406;SPC NC       -   285,610.      509,650.      MT  (+/- 180 meters Scaled)
 FZ0406
 FZ0406                          SUPERSEDED SURVEY CONTROL
 FZ0406
 FZ0406  NGVD 29 (??/??/92)  207.162  (m)          679.66   (f) ADJ UNCH    2 0
 FZ0406
 FZ0406.Superseded values are not recommended for survey control.
 FZ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0406.See file dsdata.txt to determine how the superseded data were derived.
 FZ0406
 FZ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA796197(NAD 83)
 FZ0406_MARKER: DD = SURVEY DISK
 FZ0406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FZ0406+WITH SETTING: PAVEMENT
 FZ0406_SP_SET: CONCRETE STEP
 FZ0406_STAMPING: 68 HLZ
 FZ0406_MARK LOGO: USGS  
 FZ0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0406+STABILITY: SURFACE MOTION
 FZ0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0406+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1993
 FZ0406
 FZ0406  HISTORY     - Date     Condition        Report By
 FZ0406  HISTORY     - 1969     MONUMENTED       USGS
 FZ0406  HISTORY     - 1973     GOOD             NCGS
 FZ0406  HISTORY     - 19930511 GOOD             NCGS
 FZ0406
 FZ0406                          STATION DESCRIPTION
 FZ0406
 FZ0406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ0406'2.3 MI NE FROM WALNUT COVE.
 FZ0406'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 311 AND NC 89
 FZ0406'IN THE NORTHERN SECTION OF WALNUT COVE, PROCEED EAST ALONG
 FZ0406'U.S. 311 FOR 1.55 MILES TO STATION ON RIGHT AT SYCAMORE BAPTIST
 FZ0406'CHURCH, IN WEST END OF FIRST STEP TO FRONT ENTRANCE, 73.3 FT S
 FZ0406'OF C/L OF U.S. 311, 41.5 FT S OF TELEPHONE SERVICE POLE W/ALUMINUM
 FZ0406'REF. TAG, AND 0.6 FT E OF W END OF STEP.  DISK IS SET FLUSH IN
 FZ0406'DRILL HOLE IN CONCRETE STEP.
 FZ0406
 FZ0406                          STATION RECOVERY (1993)
 FZ0406
 FZ0406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FZ0406'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) NORTHEAST OF WALNUT COVE.
 FZ0406'ALONG US 311 FOR 1.6 MI (2.6 KM) EAST FROM THE JUNCTION WITH NC 89 IN
 FZ0406'NORTH WALNUT COVE, OR 1.2 MI (1.9 KM) WEST OF THE DAN RIVER BRIDGE, IN
 FZ0406'A CONCRETE ENTRANCE LANDING TO SYCAMORE BAPTIST CHURCH. MARK IS ABOUT
 FZ0406'2-FEET LOWER THAN THE HIGHWAY.  LOCATED 72.5 FT (22.1 M)
 FZ0406'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.6 FT (18.3 CM)
 FZ0406'NORTH-NORTHEAST OF THE CHURCH WALL, 10.0 FT (3.0 M) EAST OF THE
 FZ0406'NORTHWEST CORNER, AND 18.5 FT (5.6 M) WEST OF THE NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7015 ***********************************************************************
 AE7015  DESIGNATION -  68 JAS
 AE7015  PID         -  AE7015
 AE7015  STATE/COUNTY-  NC/CABARRUS
 AE7015  USGS QUAD   -  CONCORD (1987)
 AE7015
 AE7015                         *CURRENT SURVEY CONTROL
 AE7015  ___________________________________________________________________
 AE7015* NAD 83(2001)-  35 25 48.93197(N)    080 36 41.56444(W)     ADJUSTED  
 AE7015* NAVD 88     -       193.26   (+/-2cm)     634.1    (feet)  VERTCON   
 AE7015  ___________________________________________________________________
 AE7015  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AE7015  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AE7015  HORZ ORDER  -  SECOND
 AE7015  VERT ORDER  -  THIRD ? (See Below)
 AE7015
 AE7015.The horizontal coordinates were established by classical geodetic methods
 AE7015.and adjusted by the National Geodetic Survey in August 2005.
 AE7015
 AE7015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7015.The vertical order pertains to the NGVD 29 superseded value.
 AE7015
 AE7015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7015
 AE7015.The geoid height was determined by GEOID03.
 AE7015
 AE7015;                    North         East     Units Scale Factor Converg.
 AE7015;SPC NC       -   187,579.214   463,284.751   MT  0.99987743   -0 55 48.5
 AE7015;SPC NC       -   615,416.14  1,519,960.05   sFT  0.99987743   -0 55 48.5
 AE7015;UTM  17      - 3,920,828.130   535,260.642   MT  0.99961532   +0 13 30.7
 AE7015
 AE7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7015!SPC NC       -   0.99997447  x   0.99987743  =   0.99985191
 AE7015!UTM  17      -   0.99997447  x   0.99961532  =   0.99958980
 AE7015
 AE7015                          SUPERSEDED SURVEY CONTROL
 AE7015
 AE7015  NAD 83(1986)-  35 25 48.94149(N)    080 36 41.57229(W) AD(       ) 2
 AE7015  NGVD 29 (09/29/97)  193.51   (m)          634.9    (f) LEVELING    3  
 AE7015
 AE7015.Superseded values are not recommended for survey control.
 AE7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7015.See file dsdata.txt to determine how the superseded data were derived.
 AE7015
 AE7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3526120828(NAD 83)
 AE7015_MARKER: DB = BENCH MARK DISK
 AE7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7015_STAMPING: 68 JAS 1966 635
 AE7015_MARK LOGO: USGS  
 AE7015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7015+STABILITY: SURFACE MOTION
 AE7015
 AE7015  HISTORY     - Date     Condition        Report By
 AE7015  HISTORY     - 1967     MONUMENTED       USGS
 AE7015  HISTORY     - 19870601 GOOD             NCGS
 AE7015
 AE7015                          STATION DESCRIPTION
 AE7015
 AE7015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7015'STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) NORTHWEST OF CONCORD, 4.83
 AE7015'KM (3.00 MI) SOUTH OF KANNAPOLIS. ALONG NC 73 FOR 0.3 KM (0.2 MI) WEST
 AE7015'FROM US 601 AND US 29 IN SOUTH CONCORD, IN THE EAST END OF THE SOUTH
 AE7015'HEADWALL OF CULVERT OVER SMALL STREAM. MARK IS SET FLUSH IN A DRILL
 AE7015'HOLE.  LOCATED 16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY,
 AE7015'62.0 FT (18.9 M) EAST OF ENTRANCE TO HEATHER WOOD APARTMENTS, 0.8 FT
 AE7015'(0.2 M) WEST OF EAST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2093 ***********************************************************************
 FX2093  DESIGNATION -  68 WSM
 FX2093  PID         -  FX2093
 FX2093  STATE/COUNTY-  NC/BERTIE
 FX2093  USGS QUAD   -  MERRY HILL (1982)
 FX2093
 FX2093                         *CURRENT SURVEY CONTROL
 FX2093  ___________________________________________________________________
 FX2093* NAD 83(1986)-  36 07 12.     (N)    076 45 41.     (W)     SCALED    
 FX2093* NAVD 88     -        17.802  (meters)      58.41   (feet)  ADJUSTED  
 FX2093  ___________________________________________________________________
 FX2093  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 FX2093  DYNAMIC HT  -          17.787 (meters)      58.36  (feet)  COMP
 FX2093  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 FX2093
 FX2093  VERT ORDER  -  SECOND    CLASS II
 FX2093
 FX2093.The horizontal coordinates were scaled from a topographic map and have
 FX2093.an estimated accuracy of +/- 6 seconds.
 FX2093
 FX2093.The orthometric height was determined by differential leveling
 FX2093.and adjusted in June 1991.
 FX2093
 FX2093.The geoid height was determined by GEOID03.
 FX2093
 FX2093.The dynamic height is computed by dividing the NAVD 88
 FX2093.geopotential number by the normal gravity value computed on the
 FX2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2093.degrees latitude (g = 980.6199 gals.).
 FX2093
 FX2093.The modeled gravity was interpolated from observed gravity values.
 FX2093
 FX2093;                    North         East    Units  Estimated Accuracy
 FX2093;SPC NC       -   265,190.      811,120.      MT  (+/- 180 meters Scaled)
 FX2093
 FX2093                          SUPERSEDED SURVEY CONTROL
 FX2093
 FX2093  NGVD 29 (??/??/92)   18.133  (m)           59.49   (f) ADJ UNCH    2 2
 FX2093
 FX2093.Superseded values are not recommended for survey control.
 FX2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2093.See file dsdata.txt to determine how the superseded data were derived.
 FX2093
 FX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE414986(NAD 83)
 FX2093_MARKER: DB = BENCH MARK DISK
 FX2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2093_STAMPING: 68 WSM 1955
 FX2093_MARK LOGO: USGS  
 FX2093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2093+STABILITY: SURFACE MOTION
 FX2093
 FX2093  HISTORY     - Date     Condition        Report By
 FX2093  HISTORY     - 1955     MONUMENTED       USGS
 FX2093  HISTORY     - 19740801 GOOD             NCGS
 FX2093
 FX2093                          STATION DESCRIPTION
 FX2093
 FX2093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2093'5.5 MILES SOUTH COLERAIN.
 FX2093'68 WSM IS LOCATED APPROXIMATELY 13.8 MILES (22.2 KM) NE OF WINDSOR. TO
 FX2093'REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2093'PROCEED SOUTH ALONG NC 45 FOR 6.25 MILES (10.06 KM) TO STATION ON LEFT
 FX2093'ALONG WIRE FENCE ON SOUTH SIDE OF A ONE STORY FRAME HOUSE, ABOUT 250
 FX2093'FEET (76.2 M) NORTH OF THE CROSSROADS AT SMALL COMMUNITY OF MOUNT
 FX2093'GOULD, 47.5 FT EAST OF C/L NC 45, 0.5 FT NORTH OF FENCE LINE, 51.5 FT
 FX2093'WSW OF SW CORNER OF FRAME HOUSE (NOT PORCH), 25.0 FT SSE OF SERVICE
 FX2093'POLE WITH ALUMINUM REF.  TAG AND 10.6 FT NNW OF 26-INCH OAK WITH
 FX2093'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF PRECAST MONUMENT, PROJECTING
 FX2093'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9276 ***********************************************************************
 DE9276  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9276  DESIGNATION -  68E 200
 DE9276  PID         -  DE9276
 DE9276  STATE/COUNTY-  NC/GUILFORD
 DE9276  USGS QUAD   -  GREENSBORO (1994)
 DE9276
 DE9276                         *CURRENT SURVEY CONTROL
 DE9276  ___________________________________________________________________
 DE9276* NAD 83(2007)-  36 01 52.01073(N)    079 46 04.17542(W)     ADJUSTED  
 DE9276* NAVD 88     -       243.53   (meters)     799.0    (feet)  GPS OBS   
 DE9276  ___________________________________________________________________
 DE9276  EPOCH DATE  -        2002.00
 DE9276  X           -     917,344.419 (meters)                     COMP
 DE9276  Y           -  -5,082,010.507 (meters)                     COMP
 DE9276  Z           -   3,731,109.413 (meters)                     COMP
 DE9276  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 DE9276  ELLIP HEIGHT-         212.913 (meters)          (02/10/07) ADJUSTED
 DE9276  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE9276
 DE9276  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9276  Type    PID    Designation                      North   East  Ellip
 DE9276  -------------------------------------------------------------------
 DE9276  NETWORK DE9276 68E 200                           1.31   1.04   1.92
 DE9276  -------------------------------------------------------------------
 DE9276
 DE9276.The horizontal coordinates were established by GPS observations
 DE9276.and adjusted by the National Geodetic Survey in February 2007.
 DE9276
 DE9276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9276.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9276.The horizontal coordinates are valid at the epoch date displayed above.
 DE9276.The epoch date for horizontal control is a decimal equivalence
 DE9276.of Year/Month/Day.
 DE9276
 DE9276.The orthometric height was determined by GPS observations and a
 DE9276.high-resolution geoid model.
 DE9276.The orthometric height was determined by GPS observations and a
 DE9276.high-resolution geoid model using precise GPS observation and
 DE9276.processing techniques.
 DE9276
 DE9276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9276
 DE9276.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9276
 DE9276.The ellipsoidal height was determined by GPS observations
 DE9276.and is referenced to NAD 83.
 DE9276
 DE9276.The geoid height was determined by GEOID03.
 DE9276
 DE9276;                    North         East     Units Scale Factor Converg.
 DE9276;SPC NC       -   253,320.599   540,401.468   MT  0.99996499   -0 26 35.4
 DE9276;SPC NC       -   831,102.67  1,772,967.15   sFT  0.99996499   -0 26 35.4
 DE9276;UTM  17      - 3,988,101.686   611,011.888   MT  0.99975185   +0 43 29.5
 DE9276
 DE9276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9276!SPC NC       -   0.99996658  x   0.99996499  =   0.99993158
 DE9276!UTM  17      -   0.99996658  x   0.99975185  =   0.99971844
 DE9276
 DE9276|---------------------------------------------------------------------|
 DE9276| PID    Reference Object                     Distance      Geod. Az  |
 DE9276|                                                           dddmmss.s |
 DE9276| DE9394 68E 202                             380.965 METERS 27458     |
 DE9276|---------------------------------------------------------------------|
 DE9276
 DE9276                          SUPERSEDED SURVEY CONTROL
 DE9276
 DE9276  NAD 83(2001)-  36 01 52.01099(N)    079 46 04.17521(W) AD(       ) 1
 DE9276  ELLIP H (03/13/03)  212.908  (m)                       GP(       ) 4 2
 DE9276  NAD 83(1986)-  36 01 52.01655(N)    079 46 04.18201(W) AD(       ) 1
 DE9276
 DE9276.Superseded values are not recommended for survey control.
 DE9276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9276.See file dsdata.txt to determine how the superseded data were derived.
 DE9276
 DE9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1101288102(NAD 83)
 DE9276_MARKER: DD = SURVEY DISK
 DE9276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9276_STAMPING: 68E.200 7/97
 DE9276_MARK LOGO: NC1940
 DE9276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9276+STABILITY: SURFACE MOTION
 DE9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9276+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9276
 DE9276  HISTORY     - Date     Condition        Report By
 DE9276  HISTORY     - 1997     MONUMENTED       NC1940
 DE9276
 DE9276                          STATION DESCRIPTION
 DE9276
 DE9276'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9276'STATION IS LOCATED IN THE SOUTHEAST EDGE OF GREENSBORO, ABOUT 3 MI
 DE9276'(4.8 KM) SOUTH-SOUTHEAST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE
 DE9276'INTERSECTION OF PLEASANT GARDEN ROAD AND LIBERTY ROAD.
 DE9276'PROCEED ALONG US 421 (JOSEPH M. HUNT EXPRESSWAY) FOR 1.2 MI (1.9 KM)
 DE9276'SOUTH FROM THE I-40-85 OVERPASS, THENCE LEFT/NORTHEAST FOR 0.2 MI (0.3
 DE9276'KM) ALONG PLEASANT GARDEN ROAD TO LIBERTY ROAD AND STATION IN THE
 DE9276'NORTH QUADRANT OF INTERSECTION.
 DE9276'MARK IS ABOUT 1/2-FOOT HIGHER THAN CENTER OF ROAD, AND RECESSED 2
 DE9276'INCHES BELOW GROUND. LOCATED 18.9 FT (5.8 M) NORTHWEST OF THE
 DE9276'CENTERLINE OF PLEASANT GARDEN ROAD, 44.3 FT (13.5 M) EAST-NORTHEAST OF
 DE9276'A MANHOLE (AT EDGE OF LIBERTY ROAD), 37.4 FT (11.4 M) NORTHEAST OF
 DE9276'POWER POLE WITH LIGHT, 12.1 FT (3.7 M) NORTHEAST OF STOP SIGN, AND
 DE9276'39.8 FT (12.1 M) NORTH OF FIBER OPTICS CABLE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9393 ***********************************************************************
 DE9393  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9393  DESIGNATION -  68E 201
 DE9393  PID         -  DE9393
 DE9393  STATE/COUNTY-  NC/GUILFORD
 DE9393  USGS QUAD   -  GREENSBORO (1994)
 DE9393
 DE9393                         *CURRENT SURVEY CONTROL
 DE9393  ___________________________________________________________________
 DE9393* NAD 83(2007)-  36 02 08.59403(N)    079 46 19.54644(W)     ADJUSTED  
 DE9393* NAVD 88     -       231.00   (meters)     757.9    (feet)  GPS OBS   
 DE9393  ___________________________________________________________________
 DE9393  EPOCH DATE  -        2002.00
 DE9393  X           -     916,910.506 (meters)                     COMP
 DE9393  Y           -  -5,081,772.945 (meters)                     COMP
 DE9393  Z           -   3,731,515.374 (meters)                     COMP
 DE9393  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 DE9393  ELLIP HEIGHT-         200.347 (meters)          (02/10/07) ADJUSTED
 DE9393  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE9393
 DE9393  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9393  Type    PID    Designation                      North   East  Ellip
 DE9393  -------------------------------------------------------------------
 DE9393  NETWORK DE9393 68E 201                           1.35   1.06   1.98
 DE9393  -------------------------------------------------------------------
 DE9393
 DE9393.The horizontal coordinates were established by GPS observations
 DE9393.and adjusted by the National Geodetic Survey in February 2007.
 DE9393
 DE9393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9393.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9393.The horizontal coordinates are valid at the epoch date displayed above.
 DE9393.The epoch date for horizontal control is a decimal equivalence
 DE9393.of Year/Month/Day.
 DE9393
 DE9393.The orthometric height was determined by GPS observations and a
 DE9393.high-resolution geoid model.
 DE9393.The orthometric height was determined by GPS observations and a
 DE9393.high-resolution geoid model using precise GPS observation and
 DE9393.processing techniques.
 DE9393
 DE9393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9393
 DE9393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9393
 DE9393.The ellipsoidal height was determined by GPS observations
 DE9393.and is referenced to NAD 83.
 DE9393
 DE9393.The geoid height was determined by GEOID03.
 DE9393
 DE9393;                    North         East     Units Scale Factor Converg.
 DE9393;SPC NC       -   253,834.683   540,020.645   MT  0.99996608   -0 26 44.3
 DE9393;SPC NC       -   832,789.29  1,771,717.73   sFT  0.99996608   -0 26 44.3
 DE9393;UTM  17      - 3,988,607.792   610,620.748   MT  0.99975078   +0 43 20.8
 DE9393
 DE9393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9393!SPC NC       -   0.99996856  x   0.99996608  =   0.99993464
 DE9393!UTM  17      -   0.99996856  x   0.99975078  =   0.99971934
 DE9393
 DE9393:                Primary Azimuth Mark                     Grid Az
 DE9393:SPC NC       -  68E 202                                  179 48 44.8
 DE9393:UTM  17      -  68E 202                                  178 38 39.7
 DE9393
 DE9393|---------------------------------------------------------------------|
 DE9393| PID    Reference Object                     Distance      Geod. Az  |
 DE9393|                                                           dddmmss.s |
 DE9393| DE9394 68E 202                             478.210 METERS 1792200.5 |
 DE9393|---------------------------------------------------------------------|
 DE9393
 DE9393                          SUPERSEDED SURVEY CONTROL
 DE9393
 DE9393  NAD 83(2001)-  36 02 08.59429(N)    079 46 19.54622(W) AD(       ) 1
 DE9393  ELLIP H (03/13/03)  200.342  (m)                       GP(       ) 4 2
 DE9393  NAD 83(1986)-  36 02 08.59987(N)    079 46 19.55302(W) AD(       ) 1
 DE9393
 DE9393.Superseded values are not recommended for survey control.
 DE9393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9393.See file dsdata.txt to determine how the superseded data were derived.
 DE9393
 DE9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1062188608(NAD 83)
 DE9393_MARKER: DD = SURVEY DISK
 DE9393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9393_STAMPING: 68E201 1999
 DE9393_MARK LOGO: NC1940
 DE9393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9393+STABILITY: SURFACE MOTION
 DE9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9393+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9393
 DE9393  HISTORY     - Date     Condition        Report By
 DE9393  HISTORY     - 1999     MONUMENTED       NC1940
 DE9393
 DE9393                          STATION DESCRIPTION
 DE9393
 DE9393'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9393'STATION IS ABOUT 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF THE DOWNTOWN
 DE9393'GREENSBORO GOVERNMENT PLAZA, AND 1.5 MI (2.4 KM) NORTH OF VANDALIA.
 DE9393'ALONG US 421 (JOSEPH M HUNT EXPRESSWAY), 0.7 MI (1.1 KM) SOUTH OF I-40
 DE9393'AND I-85, IN MEDIAN ON SOUTH SIDE OF CROSSOVER FROM US 421-SOUTH INTO
 DE9393'LIBERTY ROAD.
 DE9393'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF SOUTH BOUND LANES AND
 DE9393'RECESSED 2-INCHES BELOW THE GROUND. LOCATED 47.0 FT (14.3 M) EAST OF
 DE9393'CENTERLINE OF SOUTH BOUND LANES, 47.5 FT (14.5 M) WEST OF THE
 DE9393'CENTERLINE OF THE NORTH BOUND LANES, 33.8 FT (10.3 M) NORTHEAST OF A
 DE9393'CATCH INLET IN MEDIAN, AND 9.7 FT (3.0 M) NORTHEAST OF A STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9394 ***********************************************************************
 DE9394  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9394  DESIGNATION -  68E 202
 DE9394  PID         -  DE9394
 DE9394  STATE/COUNTY-  NC/GUILFORD
 DE9394  USGS QUAD   -  GREENSBORO (1994)
 DE9394
 DE9394                         *CURRENT SURVEY CONTROL
 DE9394  ___________________________________________________________________
 DE9394* NAD 83(2007)-  36 01 53.07983(N)    079 46 19.33535(W)     ADJUSTED  
 DE9394* NAVD 88     -       238.67   (meters)     783.0    (feet)  GPS OBS   
 DE9394  ___________________________________________________________________
 DE9394  EPOCH DATE  -        2002.00
 DE9394  X           -     916,966.760 (meters)                     COMP
 DE9394  Y           -  -5,082,054.957 (meters)                     COMP
 DE9394  Z           -   3,731,133.192 (meters)                     COMP
 DE9394  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 DE9394  ELLIP HEIGHT-         208.034 (meters)          (02/10/07) ADJUSTED
 DE9394  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DE9394
 DE9394  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9394  Type    PID    Designation                      North   East  Ellip
 DE9394  -------------------------------------------------------------------
 DE9394  NETWORK DE9394 68E 202                           1.35   1.06   1.96
 DE9394  -------------------------------------------------------------------
 DE9394
 DE9394.The horizontal coordinates were established by GPS observations
 DE9394.and adjusted by the National Geodetic Survey in February 2007.
 DE9394
 DE9394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9394.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9394.The horizontal coordinates are valid at the epoch date displayed above.
 DE9394.The epoch date for horizontal control is a decimal equivalence
 DE9394.of Year/Month/Day.
 DE9394
 DE9394.The orthometric height was determined by GPS observations and a
 DE9394.high-resolution geoid model.
 DE9394.The orthometric height was determined by GPS observations and a
 DE9394.high-resolution geoid model using precise GPS observation and
 DE9394.processing techniques.
 DE9394
 DE9394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9394
 DE9394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9394
 DE9394.The ellipsoidal height was determined by GPS observations
 DE9394.and is referenced to NAD 83.
 DE9394
 DE9394.The geoid height was determined by GEOID03.
 DE9394
 DE9394;                    North         East     Units Scale Factor Converg.
 DE9394;SPC NC       -   253,356.492   540,022.211   MT  0.99996506   -0 26 44.1
 DE9394;SPC NC       -   831,220.42  1,771,722.87   sFT  0.99996506   -0 26 44.1
 DE9394;UTM  17      - 3,988,129.835   610,632.059   MT  0.99975081   +0 43 20.6
 DE9394
 DE9394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9394!SPC NC       -   0.99996735  x   0.99996506  =   0.99993241
 DE9394!UTM  17      -   0.99996735  x   0.99975081  =   0.99971817
 DE9394
 DE9394:                Primary Azimuth Mark                     Grid Az
 DE9394:SPC NC       -  68E 201                                  359 48 44.7
 DE9394:UTM  17      -  68E 201                                  358 38 40.0
 DE9394
 DE9394|---------------------------------------------------------------------|
 DE9394| PID    Reference Object                     Distance      Geod. Az  |
 DE9394|                                                           dddmmss.s |
 DE9394| DE9393 68E 201                             478.210 METERS 3592200.6 |
 DE9394|---------------------------------------------------------------------|
 DE9394
 DE9394                          SUPERSEDED SURVEY CONTROL
 DE9394
 DE9394  NAD 83(2001)-  36 01 53.08010(N)    079 46 19.33513(W) AD(       ) 1
 DE9394  ELLIP H (03/13/03)  208.029  (m)                       GP(       ) 4 2
 DE9394  NAD 83(1986)-  36 01 53.08567(N)    079 46 19.34193(W) AD(       ) 1
 DE9394
 DE9394.Superseded values are not recommended for survey control.
 DE9394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9394.See file dsdata.txt to determine how the superseded data were derived.
 DE9394
 DE9394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1063288130(NAD 83)
 DE9394_MARKER: DD = SURVEY DISK
 DE9394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9394_STAMPING: 68E202 1999
 DE9394_MARK LOGO: NC1940
 DE9394_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9394+STABILITY: SURFACE MOTION
 DE9394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9394+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9394
 DE9394  HISTORY     - Date     Condition        Report By
 DE9394  HISTORY     - 1999     MONUMENTED       NC1940
 DE9394
 DE9394                          STATION DESCRIPTION
 DE9394
 DE9394'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9394'STATION IS ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF THE DOWNTOWN
 DE9394'GREENSBORO GOVERNMENT PLAZA, AND 1.2 MI (1.9 KM) NORTH OF VANDALIA.
 DE9394'ALONG US 421 (JOSEPH M HUNT EXPRESSWAY), 0.9 MI (1.4 KM) SOUTH OF I-40
 DE9394'AND I-85, IN MEDIAN AND OPPOSITE (WEST) OF BEST CARTAGE, INC. PARKING
 DE9394'LOT.
 DE9394'MARK IS ABOUT 3-FEET LOWER THAN THE CENTER OF NORTH BOUND LANES AND
 DE9394'LEVEL WITH THE GROUND. LOCATED 41.5 FT (12.6 M) WEST OF CENTERLINE OF
 DE9394'NORTH BOUND LANES, 4.3 FT (1.3 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DE9394'CONCRETE DRAIN PAD, AND 71.5 FT (21.8 M) SOUTH OF A SPEED LIMIT SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9392 ***********************************************************************
 DE9392  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9392  DESIGNATION -  68W 200
 DE9392  PID         -  DE9392
 DE9392  STATE/COUNTY-  NC/GUILFORD
 DE9392  USGS QUAD   -  GREENSBORO (1994)
 DE9392
 DE9392                         *CURRENT SURVEY CONTROL
 DE9392  ___________________________________________________________________
 DE9392* NAD 83(2007)-  36 01 45.20056(N)    079 46 45.18596(W)     ADJUSTED  
 DE9392* NAVD 88     -       237.38   (meters)     778.8    (feet)  GPS OBS   
 DE9392  ___________________________________________________________________
 DE9392  EPOCH DATE  -        2002.00
 DE9392  X           -     916,354.994 (meters)                     COMP
 DE9392  Y           -  -5,082,309.391 (meters)                     COMP
 DE9392  Z           -   3,730,936.022 (meters)                     COMP
 DE9392  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DE9392  ELLIP HEIGHT-         206.733 (meters)          (02/10/07) ADJUSTED
 DE9392  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 DE9392
 DE9392  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9392  Type    PID    Designation                      North   East  Ellip
 DE9392  -------------------------------------------------------------------
 DE9392  NETWORK DE9392 68W 200                           1.55   1.18   2.27
 DE9392  -------------------------------------------------------------------
 DE9392
 DE9392.The horizontal coordinates were established by GPS observations
 DE9392.and adjusted by the National Geodetic Survey in February 2007.
 DE9392
 DE9392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9392.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9392.The horizontal coordinates are valid at the epoch date displayed above.
 DE9392.The epoch date for horizontal control is a decimal equivalence
 DE9392.of Year/Month/Day.
 DE9392
 DE9392.The orthometric height was determined by GPS observations and a
 DE9392.high-resolution geoid model.
 DE9392.The orthometric height was determined by GPS observations and a
 DE9392.high-resolution geoid model using precise GPS observation and
 DE9392.processing techniques.
 DE9392
 DE9392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9392
 DE9392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9392
 DE9392.The ellipsoidal height was determined by GPS observations
 DE9392.and is referenced to NAD 83.
 DE9392
 DE9392.The geoid height was determined by GEOID03.
 DE9392
 DE9392;                    North         East     Units Scale Factor Converg.
 DE9392;SPC NC       -   253,118.709   539,373.163   MT  0.99996454   -0 26 59.1
 DE9392;SPC NC       -   830,440.30  1,769,593.45   sFT  0.99996454   -0 26 59.1
 DE9392;UTM  17      - 3,987,878.926   609,988.131   MT  0.99974906   +0 43 05.3
 DE9392
 DE9392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9392!SPC NC       -   0.99996755  x   0.99996454  =   0.99993210
 DE9392!UTM  17      -   0.99996755  x   0.99974906  =   0.99971662
 DE9392
 DE9392                          SUPERSEDED SURVEY CONTROL
 DE9392
 DE9392  NAD 83(2001)-  36 01 45.20083(N)    079 46 45.18573(W) AD(       ) 1
 DE9392  ELLIP H (03/13/03)  206.730  (m)                       GP(       ) 4 2
 DE9392  NAD 83(1986)-  36 01 45.20649(N)    079 46 45.19266(W) AD(       ) 1
 DE9392
 DE9392.Superseded values are not recommended for survey control.
 DE9392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9392.See file dsdata.txt to determine how the superseded data were derived.
 DE9392
 DE9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0998887879(NAD 83)
 DE9392_MARKER: DD = SURVEY DISK
 DE9392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9392_STAMPING: 68W200 1999
 DE9392_MARK LOGO: NC1940
 DE9392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9392+STABILITY: SURFACE MOTION
 DE9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9392+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9392
 DE9392  HISTORY     - Date     Condition        Report By
 DE9392  HISTORY     - 1999     MONUMENTED       NC1940
 DE9392
 DE9392                          STATION DESCRIPTION
 DE9392
 DE9392'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9392'STATION IS ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF THE DOWNTOWN
 DE9392'GREENSBORO GOVERNMENT PLAZA, AND 1.1 MI (1.8 KM) NORTH OF VANDALIA.
 DE9392'PROCEED ALONG ELM-EUGENE STREET, FOR 0.5 MI (0.8 KM) SOUTH FROM I-40
 DE9392'AND I-85, THENCE EAST ALONG INDUSTRIAL AVENUE FOR 0.75 MI (1.21 KM) TO
 DE9392'STATION ON THE LEFT-NORTH SIDE OF ROAD, ABOUT 100-FEET EAST OF
 DE9392'RAILROAD CROSSING.
 DE9392'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH
 DE9392'THE GROUND. LOCATED 26.7 FT (8.1 M) NORTH OF CENTERLINE OF INDUSTRIAL
 DE9392'AVENUE, 22.6 FT (6.9 M) WEST OF A FIRE HYDRANT, AND 17.8 FT (5.4 M)
 DE9392'EAST OF A FIBER OPTIC CABLE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1443 ***********************************************************************
 EB1443  DESIGNATION -  69 MEA
 EB1443  PID         -  EB1443
 EB1443  STATE/COUNTY-  NC/SAMPSON
 EB1443  USGS QUAD   -  ATKINSON (1984)
 EB1443
 EB1443                         *CURRENT SURVEY CONTROL
 EB1443  ___________________________________________________________________
 EB1443* NAD 83(1986)-  34 36 55.     (N)    078 14 49.     (W)     SCALED    
 EB1443* NAVD 88     -         8.538  (meters)      28.01   (feet)  ADJUSTED  
 EB1443  ___________________________________________________________________
 EB1443  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EB1443  DYNAMIC HT  -           8.529 (meters)      27.98  (feet)  COMP
 EB1443  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EB1443
 EB1443  VERT ORDER  -  FIRST     CLASS II
 EB1443
 EB1443.The horizontal coordinates were scaled from a topographic map and have
 EB1443.an estimated accuracy of +/- 6 seconds.
 EB1443
 EB1443.The orthometric height was determined by differential leveling
 EB1443.and adjusted in June 1991.
 EB1443
 EB1443.The geoid height was determined by GEOID03.
 EB1443
 EB1443.The dynamic height is computed by dividing the NAVD 88
 EB1443.geopotential number by the normal gravity value computed on the
 EB1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1443.degrees latitude (g = 980.6199 gals.).
 EB1443
 EB1443.The modeled gravity was interpolated from observed gravity values.
 EB1443
 EB1443;                    North         East    Units  Estimated Accuracy
 EB1443;SPC NC       -    96,250.      678,660.      MT  (+/- 180 meters Scaled)
 EB1443
 EB1443                          SUPERSEDED SURVEY CONTROL
 EB1443
 EB1443  NGVD 29 (10/06/93)    8.782  (m)           28.81   (f) ADJUSTED    1 2
 EB1443
 EB1443.Superseded values are not recommended for survey control.
 EB1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1443.See file dsdata.txt to determine how the superseded data were derived.
 EB1443
 EB1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU524338(NAD 83)
 EB1443_MARKER: DB = BENCH MARK DISK
 EB1443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1443_SP_SET: CONCRETE HEADWALL
 EB1443_STAMPING: 69 MEA 1980
 EB1443_MARK LOGO: USGS  
 EB1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1443+STABILITY: SURFACE MOTION
 EB1443
 EB1443  HISTORY     - Date     Condition        Report By
 EB1443  HISTORY     - 1980     MONUMENTED       USGS
 EB1443  HISTORY     - 1980     GOOD             NCGS
 EB1443
 EB1443                          STATION DESCRIPTION
 EB1443
 EB1443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1443'8.1 MI SSW FROM HARRELLS.
 EB1443'3.7 MILES SOUTHWEST ALONG SR 1007 FROM JUNCTION WITH N.C. 41 IN
 EB1443'HARRELLS, THENCE 5.1 MILES SOUTH ALONG SR 1100, SET A 6 FOOT HEADWALL
 EB1443'AT THE INTERSECTION OF SR 1100 WITH SR 1105 AT IVANHOE, 21.6 FEET
 EB1443'NORTHEAST OF INTERSECTION, 3.0 FEET NORTHWEST OF SOUTH END OF HEADWALL
 EB1443'AND 25 FEET NORTHWEST OF TELEPHONE PEDESTAL POST WITH REFERENCE TAG.
 EB1443'THIS IS A STANDARD USGS DISK.
 EB1443'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9247 ***********************************************************************
 DE9247  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9247  DESIGNATION -  69E 200
 DE9247  PID         -  DE9247
 DE9247  STATE/COUNTY-  NC/GUILFORD
 DE9247  USGS QUAD   -  GREENSBORO (1994)
 DE9247
 DE9247                         *CURRENT SURVEY CONTROL
 DE9247  ___________________________________________________________________
 DE9247* NAD 83(2007)-  36 01 46.67122(N)    079 47 29.20195(W)     ADJUSTED  
 DE9247* NAVD 88     -       224.23   (meters)     735.7    (feet)  GPS OBS   
 DE9247  ___________________________________________________________________
 DE9247  EPOCH DATE  -        2002.00
 DE9247  X           -     915,263.814 (meters)                     COMP
 DE9247  Y           -  -5,082,468.077 (meters)                     COMP
 DE9247  Z           -   3,730,964.919 (meters)                     COMP
 DE9247  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DE9247  ELLIP HEIGHT-         193.536 (meters)          (02/10/07) ADJUSTED
 DE9247  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DE9247
 DE9247  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9247  Type    PID    Designation                      North   East  Ellip
 DE9247  -------------------------------------------------------------------
 DE9247  NETWORK DE9247 69E 200                           1.33   1.06   1.98
 DE9247  -------------------------------------------------------------------
 DE9247
 DE9247.The horizontal coordinates were established by GPS observations
 DE9247.and adjusted by the National Geodetic Survey in February 2007.
 DE9247
 DE9247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9247.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9247.The horizontal coordinates are valid at the epoch date displayed above.
 DE9247.The epoch date for horizontal control is a decimal equivalence
 DE9247.of Year/Month/Day.
 DE9247
 DE9247.The orthometric height was determined by GPS observations and a
 DE9247.high-resolution geoid model.
 DE9247.The orthometric height was determined by GPS observations and a
 DE9247.high-resolution geoid model using precise GPS observation and
 DE9247.processing techniques.
 DE9247
 DE9247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9247
 DE9247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9247
 DE9247.The ellipsoidal height was determined by GPS observations
 DE9247.and is referenced to NAD 83.
 DE9247
 DE9247.The geoid height was determined by GEOID03.
 DE9247
 DE9247;                    North         East     Units Scale Factor Converg.
 DE9247;SPC NC       -   253,172.753   538,271.604   MT  0.99996464   -0 27 24.5
 DE9247;SPC NC       -   830,617.61  1,765,979.42   sFT  0.99996464   -0 27 24.5
 DE9247;UTM  17      - 3,987,910.500   608,885.938   MT  0.99974609   +0 42 39.4
 DE9247
 DE9247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9247!SPC NC       -   0.99996963  x   0.99996464  =   0.99993427
 DE9247!UTM  17      -   0.99996963  x   0.99974609  =   0.99971572
 DE9247
 DE9247:                Primary Azimuth Mark                     Grid Az
 DE9247:SPC NC       -  69E 201                                  099 59 41.7
 DE9247:UTM  17      -  69E 201                                  098 49 37.8
 DE9247
 DE9247|---------------------------------------------------------------------|
 DE9247| PID    Reference Object                     Distance      Geod. Az  |
 DE9247|                                                           dddmmss.s |
 DE9247| DE9391 69E 201                             439.162 METERS 0993217.2 |
 DE9247| DE9366 COG 149=69W 149                     450.829 METERS 3585554.7 |
 DE9247|---------------------------------------------------------------------|
 DE9247
 DE9247                          SUPERSEDED SURVEY CONTROL
 DE9247
 DE9247  NAD 83(2001)-  36 01 46.67149(N)    079 47 29.20171(W) AD(       ) 1
 DE9247  ELLIP H (03/13/03)  193.535  (m)                       GP(       ) 4 2
 DE9247  NAD 83(1986)-  36 01 46.67718(N)    079 47 29.20873(W) AD(       ) 1
 DE9247
 DE9247.Superseded values are not recommended for survey control.
 DE9247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9247.See file dsdata.txt to determine how the superseded data were derived.
 DE9247
 DE9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0888687911(NAD 83)
 DE9247_MARKER: DD = SURVEY DISK
 DE9247_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9247_SP_SET: BRIDGE WINGWALL
 DE9247_STAMPING: 69E.200 7/97
 DE9247_MARK LOGO: NC1940
 DE9247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9247+STABILITY: SURFACE MOTION
 DE9247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9247+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9247
 DE9247  HISTORY     - Date     Condition        Report By
 DE9247  HISTORY     - 1997     MONUMENTED       NC1940
 DE9247
 DE9247                          STATION DESCRIPTION
 DE9247
 DE9247'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9247'STATION IS LOCATED IN GREENSBORO, ALONG ELM-EUGENE STREET AT A BRIDGE
 DE9247'OVER A CREEK 0.45 MI (0.72 KM) SOUTH OF I-40 AND I-85.
 DE9247'STATION IS ABOUT 200-FEET NORTH OF INTERSECTION OF ELM-EUGENE STREET
 DE9247'WITH INDUSTRIAL AVENUE/EAST AND CREEK RIDGE ROAD/WEST, IN WINGWALL AT
 DE9247'THE SOUTHEAST CORNER OF BRIDGE.
 DE9247'MARK IS SET INTO A DRILLED HOLE IN CONCRETE WINGWALL AND ABOUT LEVEL
 DE9247'WITH THE CENTERLINE OF STREET. LOCATED 42.0 FT (12.8 M) EAST OF
 DE9247'CENTERLINE OF ELM-EUGENE STREET, 2.0 FEET (0.6 M) EAST OF THE SOUTH
 DE9247'END OF THE EAST BRIDGE RAIL, 12.5 FT (3.8 M) NORTHWEST OF MCI FIBER
 DE9247'OPTIC WARNING POST, 102.0 FT (31.1 M) NORTH OF SBT+T POLE (27).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9391 ***********************************************************************
 DE9391  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9391  DESIGNATION -  69E 201
 DE9391  PID         -  DE9391
 DE9391  STATE/COUNTY-  NC/GUILFORD
 DE9391  USGS QUAD   -  GREENSBORO (1994)
 DE9391
 DE9391                         *CURRENT SURVEY CONTROL
 DE9391  ___________________________________________________________________
 DE9391* NAD 83(2007)-  36 01 44.30990(N)    079 47 11.90346(W)     ADJUSTED  
 DE9391* NAVD 88     -       223.17   (meters)     732.2    (feet)  GPS OBS   
 DE9391  ___________________________________________________________________
 DE9391  EPOCH DATE  -        2002.00
 DE9391  X           -     915,697.495 (meters)                     COMP
 DE9391  Y           -  -5,082,432.601 (meters)                     COMP
 DE9391  Z           -   3,730,905.443 (meters)                     COMP
 DE9391  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 DE9391  ELLIP HEIGHT-         192.491 (meters)          (02/10/07) ADJUSTED
 DE9391  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 DE9391
 DE9391  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9391  Type    PID    Designation                      North   East  Ellip
 DE9391  -------------------------------------------------------------------
 DE9391  NETWORK DE9391 69E 201                           1.47   1.14   2.21
 DE9391  -------------------------------------------------------------------
 DE9391
 DE9391.The horizontal coordinates were established by GPS observations
 DE9391.and adjusted by the National Geodetic Survey in February 2007.
 DE9391
 DE9391.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9391.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9391.The horizontal coordinates are valid at the epoch date displayed above.
 DE9391.The epoch date for horizontal control is a decimal equivalence
 DE9391.of Year/Month/Day.
 DE9391
 DE9391.The orthometric height was determined by GPS observations and a
 DE9391.high-resolution geoid model.
 DE9391.The orthometric height was determined by GPS observations and a
 DE9391.high-resolution geoid model using precise GPS observation and
 DE9391.processing techniques.
 DE9391
 DE9391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9391
 DE9391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9391
 DE9391.The ellipsoidal height was determined by GPS observations
 DE9391.and is referenced to NAD 83.
 DE9391
 DE9391.The geoid height was determined by GEOID03.
 DE9391
 DE9391;                    North         East     Units Scale Factor Converg.
 DE9391;SPC NC       -   253,096.534   538,704.085   MT  0.99996448   -0 27 14.5
 DE9391;SPC NC       -   830,367.55  1,767,398.32   sFT  0.99996448   -0 27 14.5
 DE9391;UTM  17      - 3,987,843.126   609,319.788   MT  0.99974725   +0 42 49.5
 DE9391
 DE9391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9391!SPC NC       -   0.99996979  x   0.99996448  =   0.99993427
 DE9391!UTM  17      -   0.99996979  x   0.99974725  =   0.99971705
 DE9391
 DE9391:                Primary Azimuth Mark                     Grid Az
 DE9391:SPC NC       -  69E 200                                  279 59 41.9
 DE9391:UTM  17      -  69E 200                                  278 49 37.9
 DE9391
 DE9391|---------------------------------------------------------------------|
 DE9391| PID    Reference Object                     Distance      Geod. Az  |
 DE9391|                                                           dddmmss.s |
 DE9391| DE9247 69E 200                             439.162 METERS 2793227.4 |
 DE9391|---------------------------------------------------------------------|
 DE9391
 DE9391                          SUPERSEDED SURVEY CONTROL
 DE9391
 DE9391  NAD 83(2001)-  36 01 44.31016(N)    079 47 11.90322(W) AD(       ) 1
 DE9391  ELLIP H (03/13/03)  192.489  (m)                       GP(       ) 4 2
 DE9391  NAD 83(1986)-  36 01 44.31584(N)    079 47 11.91020(W) AD(       ) 1
 DE9391
 DE9391.Superseded values are not recommended for survey control.
 DE9391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9391.See file dsdata.txt to determine how the superseded data were derived.
 DE9391
 DE9391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0932087843(NAD 83)
 DE9391_MARKER: DD = SURVEY DISK
 DE9391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9391_STAMPING: 69E201 1999
 DE9391_MARK LOGO: NC1940
 DE9391_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9391+STABILITY: SURFACE MOTION
 DE9391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9391+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9391
 DE9391  HISTORY     - Date     Condition        Report By
 DE9391  HISTORY     - 1999     MONUMENTED       NC1940
 DE9391
 DE9391                          STATION DESCRIPTION
 DE9391
 DE9391'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9391'STATION IS ABOUT 3.0 MI (4.8 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9391'GOVERNMENT PLAZA, AND 1.2 MI (1.9 KM) NORTH-NORTHWEST OF VANDALIA.
 DE9391'PROCEED ALONG ELM-EUGENE STREET, FOR 0.5 MI (0.8 KM) SOUTH FROM I-40
 DE9391'AND I-85, THENCE EAST ALONG INDUSTRIAL AVENUE FOR 0.3 MI (0.5 KM) TO
 DE9391'STATION IN THE SOUTHWEST QUADRANT OF INTERSECTION WITH PACIFIC AVENUE.
 DE9391'MARK IS ABOUT LEVEL WITH THE EDGE OF PAVEMENT AND RECESSED 3-INCHES
 DE9391'BELOW GROUND. LOCATED 25 FT (7.6 M) SOUTH OF CENTERLINE OF INDUSTIAL
 DE9391'AVENUE, 42 FT (12.8 M) WEST OF THE CENTERLINE OF PACIFIC AVENUE, 6.2
 DE9391'FT (1.9 M) EAST OF A MANHOLE IN CATCH INLET, AND 14 FT (4.3 M) EAST OF
 DE9391'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9939 ***********************************************************************
 AH9939  SACS        -  This is a Secondary Airport Control Station.
 AH9939  DESIGNATION -  6A6 A
 AH9939  PID         -  AH9939
 AH9939  STATE/COUNTY-  NC/STANLY
 AH9939  USGS QUAD   -  NEW LONDON (1994)
 AH9939
 AH9939                         *CURRENT SURVEY CONTROL
 AH9939  ___________________________________________________________________
 AH9939* NAD 83(2007)-  35 25 13.20176(N)    080 08 50.74310(W)     ADJUSTED  
 AH9939* NAVD 88     -       173.187  (meters)     568.20   (feet)  ADJUSTED  
 AH9939  ___________________________________________________________________
 AH9939  EPOCH DATE  -        2002.00
 AH9939  X           -     890,416.118 (meters)                     COMP
 AH9939  Y           -  -5,126,908.317 (meters)                     COMP
 AH9939  Z           -   3,676,051.361 (meters)                     COMP
 AH9939  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AH9939  ELLIP HEIGHT-         142.902 (meters)          (02/10/07) ADJUSTED
 AH9939  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AH9939  DYNAMIC HT  -         173.034 (meters)     567.70  (feet)  COMP
 AH9939
 AH9939  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9939  Type    PID    Designation                      North   East  Ellip
 AH9939  -------------------------------------------------------------------
 AH9939  NETWORK AH9939 6A6 A                             0.55   1.06   1.84
 AH9939  -------------------------------------------------------------------
 AH9939  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 AH9939
 AH9939  VERT ORDER  -  THIRD
 AH9939
 AH9939.This mark is at Stanly County Airport (VUJ)
 AH9939
 AH9939.The horizontal coordinates were established by GPS observations
 AH9939.and adjusted by the National Geodetic Survey in February 2007.
 AH9939
 AH9939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9939.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9939.The horizontal coordinates are valid at the epoch date displayed above.
 AH9939.The epoch date for horizontal control is a decimal equivalence
 AH9939.of Year/Month/Day.
 AH9939
 AH9939.The orthometric height was determined by differential leveling
 AH9939.and adjusted in July 1999.
 AH9939.No vertical observational check was made to the station.
 AH9939
 AH9939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9939
 AH9939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9939
 AH9939.The ellipsoidal height was determined by GPS observations
 AH9939.and is referenced to NAD 83.
 AH9939
 AH9939.The geoid height was determined by GEOID03.
 AH9939
 AH9939.The dynamic height is computed by dividing the NAVD 88
 AH9939.geopotential number by the normal gravity value computed on the
 AH9939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9939.degrees latitude (g = 980.6199 gals.).
 AH9939
 AH9939.The modeled gravity was interpolated from observed gravity values.
 AH9939
 AH9939;                    North         East     Units Scale Factor Converg.
 AH9939;SPC NC       -   185,892.680   505,408.175   MT  0.99987690   -0 39 44.1
 AH9939;SPC NC       -   609,882.90  1,658,159.99   sFT  0.99987690   -0 39 44.1
 AH9939;UTM  17      - 3,919,991.873   577,399.557   MT  0.99967382   +0 29 38.9
 AH9939
 AH9939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9939!SPC NC       -   0.99997757  x   0.99987690  =   0.99985447
 AH9939!UTM  17      -   0.99997757  x   0.99967382  =   0.99965140
 AH9939
 AH9939                          SUPERSEDED SURVEY CONTROL
 AH9939
 AH9939  NAD 83(2001)-  35 25 13.20178(N)    080 08 50.74329(W) AD(       ) 1
 AH9939  ELLIP H (02/10/03)  142.904  (m)                       GP(       ) 4 2
 AH9939  NAD 83(1995)-  35 25 13.20195(N)    080 08 50.74319(W) AD(       ) 1
 AH9939  ELLIP H (08/06/99)  142.906  (m)                       GP(       ) 4 2
 AH9939  NAVD 88 (08/06/99)  173.19   (m)          568.2    (f) LEVELING    3  
 AH9939
 AH9939.Superseded values are not recommended for survey control.
 AH9939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9939.See file dsdata.txt to determine how the superseded data were derived.
 AH9939
 AH9939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7740019992(NAD 83)
 AH9939_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9939_STAMPING: 6A6 A 1997
 AH9939_MARK LOGO: NGS   
 AH9939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9939+STABILITY: SURFACE MOTION
 AH9939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9939+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9939
 AH9939  HISTORY     - Date     Condition        Report By
 AH9939  HISTORY     - 1997     MONUMENTED       NCGS
 AH9939
 AH9939                          STATION DESCRIPTION
 AH9939
 AH9939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9939'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF ALBEMARLE AND
 AH9939'4.0 MI (6.4 KM) WEST OF BADIN, AT THE ALBEMARLE-STANLY COUNTY AIRPORT.
 AH9939'OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN, MANAGER, 40659 AIRPORT
 AH9939'ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704 982 9013. PROCEED ALONG
 AH9939'NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN NEW LONDON), THENCE
 AH9939'SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR 1549-AIRPORT ROAD, THENCE
 AH9939'NORTHWEST FOR 0.15 MI (0.24 KM) ALONG THE AIRPORT DRIVE TO THE
 AH9939'TERMINAL, CONTINUE NORTHWEST FOR 0.15 MI (0.24 KM) ALONG TAXI-RAMP
 AH9939'ACROSS THE RUNWAY, THENCE NORTHEAST FOR 0.5 MI (0.8 KM) TO STATION.
 AH9939'MARK IS LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND. LOCATED 274.5
 AH9939'FT (83.7 M) NORTHWEST OF THE CENTERLINE OF THE MAIN RUNWAY OR 225.0 FT
 AH9939'(68.6 M) FROM THE PAVEMENT EDGE, 109.3 FT (33.3 M) SOUTH-SOUTHWEST OF
 AH9939'THE CENTER OF A LARGE DROP INLET, 94.1 FT (28.7 M) SOUTHWEST OF A
 AH9939'MANHOLE, AND 216.5 FT (66.0 M) NORTHEAST OF THE EAST CORNER OF A
 AH9939'6-FOOT BY 3-FOOT RED AND WHITE FIBERGLASS BUILDING. THIS STATION IS
 AH9939'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9940 ***********************************************************************
 AH9940  SACS        -  This is a Secondary Airport Control Station.
 AH9940  DESIGNATION -  6A6 B
 AH9940  PID         -  AH9940
 AH9940  STATE/COUNTY-  NC/STANLY
 AH9940  USGS QUAD   -  NEW LONDON (1994)
 AH9940
 AH9940                         *CURRENT SURVEY CONTROL
 AH9940  ___________________________________________________________________
 AH9940* NAD 83(2007)-  35 24 23.39566(N)    080 09 29.84418(W)     ADJUSTED  
 AH9940* NAVD 88     -       181.644  (meters)     595.94   (feet)  ADJUSTED  
 AH9940  ___________________________________________________________________
 AH9940  EPOCH DATE  -        2002.00
 AH9940  X           -     889,597.424 (meters)                     COMP
 AH9940  Y           -  -5,127,960.212 (meters)                     COMP
 AH9940  Z           -   3,674,805.243 (meters)                     COMP
 AH9940  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AH9940  ELLIP HEIGHT-         151.358 (meters)          (02/10/07) ADJUSTED
 AH9940  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AH9940  DYNAMIC HT  -         181.485 (meters)     595.42  (feet)  COMP
 AH9940
 AH9940  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9940  Type    PID    Designation                      North   East  Ellip
 AH9940  -------------------------------------------------------------------
 AH9940  NETWORK AH9940 6A6 B                             0.55   1.06   1.84
 AH9940  -------------------------------------------------------------------
 AH9940  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 AH9940
 AH9940  VERT ORDER  -  THIRD
 AH9940
 AH9940.This mark is at Stanly County Airport (VUJ)
 AH9940
 AH9940.The horizontal coordinates were established by GPS observations
 AH9940.and adjusted by the National Geodetic Survey in February 2007.
 AH9940
 AH9940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9940.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9940.The horizontal coordinates are valid at the epoch date displayed above.
 AH9940.The epoch date for horizontal control is a decimal equivalence
 AH9940.of Year/Month/Day.
 AH9940
 AH9940.The orthometric height was determined by differential leveling
 AH9940.and adjusted in July 1999.
 AH9940.No vertical observational check was made to the station.
 AH9940
 AH9940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9940
 AH9940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9940
 AH9940.The ellipsoidal height was determined by GPS observations
 AH9940.and is referenced to NAD 83.
 AH9940
 AH9940.The geoid height was determined by GEOID03.
 AH9940
 AH9940.The dynamic height is computed by dividing the NAVD 88
 AH9940.geopotential number by the normal gravity value computed on the
 AH9940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9940.degrees latitude (g = 980.6199 gals.).
 AH9940
 AH9940.The modeled gravity was interpolated from observed gravity values.
 AH9940
 AH9940;                    North         East     Units Scale Factor Converg.
 AH9940;SPC NC       -   184,369.457   504,404.034   MT  0.99987622   -0 40 06.7
 AH9940;SPC NC       -   604,885.46  1,654,865.57   sFT  0.99987622   -0 40 06.7
 AH9940;UTM  17      - 3,918,449.011   576,426.557   MT  0.99967198   +0 29 15.7
 AH9940
 AH9940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9940!SPC NC       -   0.99997624  x   0.99987622  =   0.99985247
 AH9940!UTM  17      -   0.99997624  x   0.99967198  =   0.99964823
 AH9940
 AH9940:                Primary Azimuth Mark                     Grid Az
 AH9940:SPC NC       -  6A6 C                                    048 07 34.5
 AH9940:UTM  17      -  6A6 C                                    046 58 12.1
 AH9940
 AH9940|---------------------------------------------------------------------|
 AH9940| PID    Reference Object                     Distance      Geod. Az  |
 AH9940|                                                           dddmmss.s |
 AH9940| AH9947 6A6 C                               499.389 METERS 0472727.8 |
 AH9940|---------------------------------------------------------------------|
 AH9940
 AH9940                          SUPERSEDED SURVEY CONTROL
 AH9940
 AH9940  NAD 83(2001)-  35 24 23.39568(N)    080 09 29.84437(W) AD(       ) 1
 AH9940  ELLIP H (02/10/03)  151.359  (m)                       GP(       ) 4 2
 AH9940  NAD 83(1995)-  35 24 23.39586(N)    080 09 29.84427(W) AD(       ) 1
 AH9940  ELLIP H (08/06/99)  151.361  (m)                       GP(       ) 4 2
 AH9940  NAVD 88 (08/06/99)  181.64   (m)          595.9    (f) LEVELING    3  
 AH9940
 AH9940.Superseded values are not recommended for survey control.
 AH9940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9940.See file dsdata.txt to determine how the superseded data were derived.
 AH9940
 AH9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7642718449(NAD 83)
 AH9940_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9940_STAMPING: 6A6 B 1997
 AH9940_MARK LOGO: NGS   
 AH9940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9940+STABILITY: SURFACE MOTION
 AH9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9940+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9940
 AH9940  HISTORY     - Date     Condition        Report By
 AH9940  HISTORY     - 1997     MONUMENTED       NCGS
 AH9940
 AH9940                          STATION DESCRIPTION
 AH9940
 AH9940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9940'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF ALBEMARLE AND
 AH9940'4.3 MI (6.9 KM) WEST OF BADIN, AT THE ALBEMARLE-STANLY COUNTY AIRPORT.
 AH9940'OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN, MANAGER, 40659 AIRPORT
 AH9940'ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704 982 9013. PROCEED ALONG
 AH9940'NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN NEW LONDON), THENCE
 AH9940'SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR 1549-AIRPORT ROAD, THENCE
 AH9940'NORTHWEST FOR 0.1 MI (0.2 KM) ALONG A GRAVEL SERVICE ROAD TO STATION
 AH9940'NEAR THE LOCALIZER CONTROL BUILDING. MARK IS ABOUT 6-FEET HIGHER THAN
 AH9940'THE ROAD AND FLUSH WITH THE GROUND. LOCATED 408.5 FT (124.5 M)
 AH9940'NORTHWEST OF THE CENTERLINE OF SR 1549, 33.5 FT (10.2 M) NORTHWEST OF
 AH9940'THE CENTERLINE OF GRAVEL DRIVE, 38.4 FT (11.7 M) WEST OF THE WEST
 AH9940'CORNER OF A 6-FOOT BY 8-FOOT RED AND WHITE FIBERGLASS BUILDING, AND
 AH9940'213.4 FT (65.0 M) SOUTH OF THE SOUTHEAST POLE OF EAST END OF
 AH9940'LOCALIZER. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AH9940'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9947 ***********************************************************************
 AH9947  PACS        -  This is a Primary Airport Control Station.
 AH9947  DESIGNATION -  6A6 C
 AH9947  PID         -  AH9947
 AH9947  STATE/COUNTY-  NC/STANLY
 AH9947  USGS QUAD   -  NEW LONDON (1994)
 AH9947
 AH9947                         *CURRENT SURVEY CONTROL
 AH9947  ___________________________________________________________________
 AH9947* NAD 83(2007)-  35 24 34.33799(N)    080 09 15.25158(W)     ADJUSTED  
 AH9947* NAVD 88     -       183.786  (meters)     602.97   (feet)  ADJUSTED  
 AH9947  ___________________________________________________________________
 AH9947  EPOCH DATE  -        2002.00
 AH9947  X           -     889,927.095 (meters)                     COMP
 AH9947  Y           -  -5,127,706.465 (meters)                     COMP
 AH9947  Z           -   3,675,081.348 (meters)                     COMP
 AH9947  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AH9947  ELLIP HEIGHT-         153.498 (meters)          (02/10/07) ADJUSTED
 AH9947  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 AH9947  DYNAMIC HT  -         183.624 (meters)     602.44  (feet)  COMP
 AH9947
 AH9947  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9947  Type    PID    Designation                      North   East  Ellip
 AH9947  -------------------------------------------------------------------
 AH9947  NETWORK AH9947 6A6 C                             0.53   1.06   1.76
 AH9947  -------------------------------------------------------------------
 AH9947  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 AH9947
 AH9947  VERT ORDER  -  THIRD
 AH9947
 AH9947.This mark is at Stanly County Airport (VUJ)
 AH9947
 AH9947.The horizontal coordinates were established by GPS observations
 AH9947.and adjusted by the National Geodetic Survey in February 2007.
 AH9947
 AH9947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9947.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9947.The horizontal coordinates are valid at the epoch date displayed above.
 AH9947.The epoch date for horizontal control is a decimal equivalence
 AH9947.of Year/Month/Day.
 AH9947
 AH9947.The orthometric height was determined by differential leveling
 AH9947.and adjusted in July 1999.
 AH9947.No vertical observational check was made to the station.
 AH9947
 AH9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9947
 AH9947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9947
 AH9947.The ellipsoidal height was determined by GPS observations
 AH9947.and is referenced to NAD 83.
 AH9947
 AH9947.The geoid height was determined by GEOID03.
 AH9947
 AH9947.The dynamic height is computed by dividing the NAVD 88
 AH9947.geopotential number by the normal gravity value computed on the
 AH9947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9947.degrees latitude (g = 980.6199 gals.).
 AH9947
 AH9947.The modeled gravity was interpolated from observed gravity values.
 AH9947
 AH9947;                    North         East     Units Scale Factor Converg.
 AH9947;SPC NC       -   184,702.335   504,776.081   MT  0.99987637   -0 39 58.3
 AH9947;SPC NC       -   605,977.58  1,656,086.19   sFT  0.99987637   -0 39 58.3
 AH9947;UTM  17      - 3,918,789.259   576,791.737   MT  0.99967267   +0 29 24.3
 AH9947
 AH9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9947!SPC NC       -   0.99997591  x   0.99987637  =   0.99985228
 AH9947!UTM  17      -   0.99997591  x   0.99967267  =   0.99964859
 AH9947
 AH9947:                Primary Azimuth Mark                     Grid Az
 AH9947:SPC NC       -  6A6 B                                    228 07 34.6
 AH9947:UTM  17      -  6A6 B                                    226 58 12.0
 AH9947
 AH9947|---------------------------------------------------------------------|
 AH9947| PID    Reference Object                     Distance      Geod. Az  |
 AH9947|                                                           dddmmss.s |
 AH9947| AH9940 6A6 B                               499.389 METERS 2272736.3 |
 AH9947|---------------------------------------------------------------------|
 AH9947
 AH9947                          SUPERSEDED SURVEY CONTROL
 AH9947
 AH9947  NAD 83(1986)-  35 24 34.35148(N)    080 09 15.26126(W) AD(       ) 1
 AH9947  NAD 83(2001)-  35 24 34.33801(N)    080 09 15.25176(W) AD(       ) 1
 AH9947  ELLIP H (02/10/03)  153.498  (m)                       GP(       ) 4 2
 AH9947  NAD 83(1995)-  35 24 34.33818(N)    080 09 15.25166(W) AD(       ) 1
 AH9947  ELLIP H (08/06/99)  153.500  (m)                       GP(       ) 4 2
 AH9947  NAVD 88 (08/06/99)  183.79   (m)          603.0    (f) LEVELING    3  
 AH9947
 AH9947.Superseded values are not recommended for survey control.
 AH9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9947.See file dsdata.txt to determine how the superseded data were derived.
 AH9947
 AH9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7679218789(NAD 83)
 AH9947_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9947_SETTING: 66 = SET IN ROCK OUTCROP
 AH9947_STAMPING: 6A6 C 1998
 AH9947_MARK LOGO: NGS   
 AH9947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9947+STABILITY: POSITION/ELEVATION WELL
 AH9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9947+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AH9947
 AH9947  HISTORY     - Date     Condition        Report By
 AH9947  HISTORY     - 1998     MONUMENTED       NCGS
 AH9947  HISTORY     - 20040616 GOOD             NCGS
 AH9947
 AH9947                          STATION DESCRIPTION
 AH9947
 AH9947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH9947'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF ALBEMARLE AND
 AH9947'4.4 MI (7.1 KM) SOUTHEAST OF NEW LONDON, AT THE ALBEMARLE-STANLY
 AH9947'COUNTY AIRPORT.  OWNERSHIP - STANLY COUNTY, DAVID M. GRIFFIN MANAGER,
 AH9947'ADDRESS- 40659 AIRPORT ROAD, NEW LONDON, NC 28127, PHONE NUMBER- 704
 AH9947'982 9013. PROCEED ALONG NC 740 FOR 6.1 MI (9.8 KM) EAST FROM US 52 (IN
 AH9947'NEW LONDON), THENCE SOUTHWEST FOR 1.65 MI (2.66 KM) ALONG SR
 AH9947'1549-AIRPORT ROAD, THENCE NORTHWEST FOR 0.15 MI (0.24 KM) ALONG THE
 AH9947'AIRPORT DRIVE TO THE TERMINAL, THENCE SOUTHWEST FOR 0.15 MI (0.24 KM)
 AH9947'ALONG TAXIWAY TO STATION ON THE SOUTHEAST SIDE OF THE TAXIWAY. MARK IS
 AH9947'ABOUT 3-FEET HIGHER THAN TAXIWAY AND FLUSH WITH THE GROUND. LOCATED
 AH9947'158.0 FT (48.2 M) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 246.5 FT
 AH9947'(75.1 M) EAST-NORTHEAST OF THE CENTER OF THE SOUTH END OF FLARED END
 AH9947'OF A CULVERT RUNNING UNDER THE TAXIWAY, 353.4 FT (107.7 M) SOUTHWEST
 AH9947'OF THE NORTHWEST CORNER OF THE WEST-MOST OF TWO HANGERS, 340.0 FT
 AH9947'(103.6 M) SOUTH OF A DROP INLET (BETWEEN TAXIWAY AND RUNWAY), AND
 AH9947'625.5 FT (190.7 M) NORTH OF MONUMENT STAMPED--ALBEPORT NO 2 (AND NGS
 AH9947'AZIMUTH MARK DISK). THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AH9947'CONTROL STATION.
 AH9947
 AH9947                          STATION RECOVERY (2004)
 AH9947
 AH9947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (TRW)
 AH9947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2258 ***********************************************************************
 AB2258  DESIGNATION -  7
 AB2258  PID         -  AB2258
 AB2258  STATE/COUNTY-  NC/CARTERET
 AB2258  USGS QUAD   -  CORE CREEK (1994)
 AB2258
 AB2258                         *CURRENT SURVEY CONTROL
 AB2258  ___________________________________________________________________
 AB2258* NAD 83(1986)-  34 49 41.     (N)    076 41 30.     (W)     SCALED    
 AB2258* NAVD 88     -         6.145  (meters)      20.16   (feet)  ADJUSTED  
 AB2258  ___________________________________________________________________
 AB2258  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 AB2258  DYNAMIC HT  -           6.139 (meters)      20.14  (feet)  COMP
 AB2258  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 AB2258
 AB2258  VERT ORDER  -  SECOND    CLASS II
 AB2258
 AB2258.The horizontal coordinates were scaled from a topographic map and have
 AB2258.an estimated accuracy of +/- 6 seconds.
 AB2258
 AB2258.The orthometric height was determined by differential leveling
 AB2258.and adjusted in May 1996.
 AB2258
 AB2258.The geoid height was determined by GEOID03.
 AB2258
 AB2258.The dynamic height is computed by dividing the NAVD 88
 AB2258.geopotential number by the normal gravity value computed on the
 AB2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2258.degrees latitude (g = 980.6199 gals.).
 AB2258
 AB2258.The modeled gravity was interpolated from observed gravity values.
 AB2258
 AB2258;                    North         East    Units  Estimated Accuracy
 AB2258;SPC NC       -   122,040.      820,720.      MT  (+/- 180 meters Scaled)
 AB2258
 AB2258                          SUPERSEDED SURVEY CONTROL
 AB2258
 AB2258.No superseded survey control is available for this station.
 AB2258
 AB2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD453552(NAD 83)
 AB2258_MARKER: DD = SURVEY DISK
 AB2258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2258_SP_SET: HEADWALL
 AB2258_STAMPING: 7
 AB2258_MARK LOGO: USE   
 AB2258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2258+STABILITY: SURFACE MOTION
 AB2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2258+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 AB2258
 AB2258  HISTORY     - Date     Condition        Report By
 AB2258  HISTORY     - UNK      MONUMENTED       USE
 AB2258  HISTORY     - 19920510 GOOD             NCGS
 AB2258  HISTORY     - 20060711 MARK NOT FOUND   USPSQD
 AB2258
 AB2258                          STATION DESCRIPTION
 AB2258
 AB2258'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2258'STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF BEAUFORT
 AB2258'AT THE NC 101 STEEL TRUSS SWING BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AB2258'IN THE NORTHWEST HEADWALL. MARK IS ABOUT LEVEL WITH THE BRIDGE.
 AB2258'LOCATED 12.8 FT (3.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF NC 101.
 AB2258
 AB2258                          STATION RECOVERY (2006)
 AB2258
 AB2258'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2258'THE BRIDGE WHERE IT IS LOCATED WAS REMOVED NEARLY 20 YEARS AGO.  I
 AB2258'COULD SEE A CONCRETE EDGE OF WHERE THE END OF THE BRIDGE WAS BUT IT
 AB2258'WAS TOTALLY OVERGROWN AND THERE WAS A LARGE ERODED HOLE ON ONE SIDE OF
 AB2258'IT.  THE REFERENCE HIGHWAY, NC 101, NOW GOES OVER THE NEW BRIDGE.  THE
 AB2258'ROAD LEADING TO THIS SPOT IS NOW OLD BRIDGE RD.  IT CONNECTS TO NC 101
 AB2258'A HALF MILE FARTHER WEST.  EVEN IF IT IS STILL THERE IT IS PROBABLY
 AB2258'UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5164 ***********************************************************************
 FA5164  DESIGNATION -  7 ATA
 FA5164  PID         -  FA5164
 FA5164  STATE/COUNTY-  NC/CALDWELL
 FA5164  USGS QUAD   -  KINGS CREEK (1970)
 FA5164
 FA5164                         *CURRENT SURVEY CONTROL
 FA5164  ___________________________________________________________________
 FA5164* NAD 83(1986)-  35 59 31.20028(N)    081 24 05.95797(W)     NO CHECK  
 FA5164* NAVD 88     -       391.33   (+/-2cm)    1283.9    (feet)  VERTCON   
 FA5164  ___________________________________________________________________
 FA5164  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FA5164  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA5164  HORZ ORDER  -  SECOND
 FA5164  VERT ORDER  -  THIRD (See Below)
 FA5164
 FA5164.The horizontal coordinates were established by classical geodetic methods
 FA5164.and adjusted by the National Geodetic Survey in February 1993.
 FA5164.No horizontal observational check was made to the station.
 FA5164
 FA5164.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5164.The vertical order pertains to the NGVD 29 superseded value.
 FA5164
 FA5164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5164
 FA5164.The geoid height was determined by GEOID03.
 FA5164
 FA5164;                    North         East     Units Scale Factor Converg.
 FA5164;SPC NC       -   251,332.525   393,067.949   MT  0.99995593   -1 23 10.2
 FA5164;SPC NC       -   824,580.13  1,289,590.43   sFT  0.99995593   -1 23 10.2
 FA5164;UTM  17      - 3,983,135.721   463,796.042   MT  0.99961615   -0 14 09.8
 FA5164
 FA5164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5164!SPC NC       -   0.99994370  x   0.99995593  =   0.99989963
 FA5164!UTM  17      -   0.99994370  x   0.99961615  =   0.99955987
 FA5164
 FA5164                          SUPERSEDED SURVEY CONTROL
 FA5164
 FA5164  NGVD 29 (02/04/93)  391.49   (m)         1284.4    (f) LEVELING    3  
 FA5164
 FA5164.Superseded values are not recommended for survey control.
 FA5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5164.See file dsdata.txt to determine how the superseded data were derived.
 FA5164
 FA5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6379683136(NAD 83)
 FA5164_MARKER: DB = BENCH MARK DISK
 FA5164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA5164_SP_SET: IN SIDEWALK
 FA5164_STAMPING: 7 ATA 1948
 FA5164_MARK LOGO: USGS  
 FA5164_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5164+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 FA5164
 FA5164  HISTORY     - Date     Condition        Report By
 FA5164  HISTORY     - 1948     MONUMENTED       USGS
 FA5164  HISTORY     - 19880101 GOOD             NCGS
 FA5164  HISTORY     - 20070916 GOOD             GEOCAC
 FA5164
 FA5164                          STATION DESCRIPTION
 FA5164
 FA5164'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5164'STATION IS LOCATED ABOUT 15.11 KM (9.39 MI) NORTHEAST OF LENOIR, AND
 FA5164'IS IN KINGS CREEK.
 FA5164'ALONG NC 18 FOR 4.1 MI (6.6 KM) SOUTHWEST FROM THE WILKES-CALDWELL
 FA5164'COUNTY LINE, AT SR 1552 (GRANDIN ROAD), SET IN THE SIDEWALK AT KINGS
 FA5164'CREEK SCHOOL.
 FA5164'MARK IS SET FLUSH IN CONCRETE SIDEWALK AND IS 3 FEET HIGHER THAN THE
 FA5164'HIGHWAY. LOCATED 45.0 FT (13.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 FA5164'OF HIGHWAY, 87.8 FT (26.8 M) NORTH-NORTHEAST OF NORTHWEST CORNER OF
 FA5164'SCHOOL, AND 22.5 FT (6.9 M) NORTH-NORTHWEST OF FLAG POLE.
 FA5164
 FA5164                          STATION RECOVERY (2007)
 FA5164
 FA5164'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA5164'THE STATION HAS BEEN MOVED, DUE TO EXPANSION OF THE SCHOOL PARKING
 FA5164'LOT. THE PUBLISHED COORDINATES ARE NO LONGER VALID. A NEW DESCRIPTION
 FA5164'FOLLOWS.
 FA5164' 
 FA5164'THE STATION IS LOCATED ALONG NC18 ABOUT 9.3 MILES NORTHEAST OF LENOIR,
 FA5164'AND 4.1 MILES SOUTHWEST FROM THE WILKES-LENOIR COUNTY LINE. THE MARK
 FA5164'IS ABOUT 10 FEET HIGHER THAN THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 FA5164'THE DISK IS STAMPED 7A1 RESET 1993 KINGS CREEK SCHOOL.
 FA5164' 
 FA5164'THE NEW LOCATION IS 81.5 FEET (24.8 M) SOUTHEAST OF THE C/L OF HIGHWAY
 FA5164'NC18, 85.6 FEET (26.1 M) NORTHEAST OF THE NORTHWEST CORNER OF THE MAIN
 FA5164'SCHOOL BUILDING, 98.1 FT (29.9 M) WEST OF THE NORTHEAST CORNER OF THE
 FA5164'MAIN BUILDING, AND 11.4 FEET (3.5 M) NORTHWEST OF THE NORTH EDGE OF
 FA5164'THE SIDEWALK, ON THE PROMULGATION OF THE CENTER OF THE NORTHERN
 FA5164'ENTRANCE OF THE BUILDING.
 FA5164' 
 FA5164'HH2 GPS COORDINATES OF THE NEW DISK ARE
 FA5164'N35 59 32.3 W081 24 03.9.
 FA5164' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1107 ***********************************************************************
 EZ1107  DESIGNATION -  7 DRD
 EZ1107  PID         -  EZ1107
 EZ1107  STATE/COUNTY-  NC/HARNETT
 EZ1107  USGS QUAD   -  COKESBURY (1993)
 EZ1107
 EZ1107                         *CURRENT SURVEY CONTROL
 EZ1107  ___________________________________________________________________
 EZ1107* NAD 83(1986)-  35 31 03.     (N)    078 55 57.     (W)     SCALED    
 EZ1107* NAVD 88     -       125.279  (meters)     411.02   (feet)  ADJUSTED  
 EZ1107  ___________________________________________________________________
 EZ1107  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EZ1107  DYNAMIC HT  -         125.169 (meters)     410.66  (feet)  COMP
 EZ1107  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 EZ1107
 EZ1107  VERT ORDER  -  SECOND    CLASS II
 EZ1107
 EZ1107.The horizontal coordinates were scaled from a topographic map and have
 EZ1107.an estimated accuracy of +/- 6 seconds.
 EZ1107
 EZ1107.The orthometric height was determined by differential leveling
 EZ1107.and adjusted in June 1991.
 EZ1107
 EZ1107.The geoid height was determined by GEOID03.
 EZ1107
 EZ1107.The dynamic height is computed by dividing the NAVD 88
 EZ1107.geopotential number by the normal gravity value computed on the
 EZ1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1107.degrees latitude (g = 980.6199 gals.).
 EZ1107
 EZ1107.The modeled gravity was interpolated from observed gravity values.
 EZ1107
 EZ1107;                    North         East    Units  Estimated Accuracy
 EZ1107;SPC NC       -   196,070.      615,720.      MT  (+/- 180 meters Scaled)
 EZ1107
 EZ1107                          SUPERSEDED SURVEY CONTROL
 EZ1107
 EZ1107  NGVD 29 (??/??/92)  125.515  (m)          411.79   (f) ADJ UNCH    2 2
 EZ1107
 EZ1107.Superseded values are not recommended for survey control.
 EZ1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1107.See file dsdata.txt to determine how the superseded data were derived.
 EZ1107
 EZ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV874324(NAD 83)
 EZ1107_MARKER: DD = SURVEY DISK
 EZ1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1107_STAMPING: 7 DRD 1960
 EZ1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1107+STABILITY: SURFACE MOTION
 EZ1107
 EZ1107  HISTORY     - Date     Condition        Report By
 EZ1107  HISTORY     - 1960     MONUMENTED       USGS
 EZ1107  HISTORY     - 1974     GOOD             NCGS
 EZ1107  HISTORY     - 19980523 GOOD             USPSQD
 EZ1107  HISTORY     - 20050322 GOOD             GEOCAC
 EZ1107  HISTORY     - 20070612 GOOD             GEOCAC
 EZ1107  HISTORY     - 20071117 GOOD             GEOCAC
 EZ1107
 EZ1107                          STATION DESCRIPTION
 EZ1107
 EZ1107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1107'4.6 MI SW FROM DUNCAN.
 EZ1107'7 DRD IS LOCATED APPROXIMATELY 10.5 MILES NW OF LILLINGTON.
 EZ1107'TO REACH STATION FROM INTERSECTION OF SR 1407 WITH NC 42 AT
 EZ1107'DUNCAN, PROCEED SW ALONG SR 1407 FOR 2.00 MILES TO THE
 EZ1107'INTERSECTION WITH SR 1403, CONTINUE SW ALONG SR 1403 FOR 1.80
 EZ1107'MILES TO THE INTERSECTION WITH SR 1418 AT COKESBURY, TURN RIGHT
 EZ1107'AND CONTINUE WESTERLY ALONG SR 1418 FOR 1.70 MILES TO CHALK LEVEL
 EZ1107'METHODIST CHURCH, AND STATION NEAR THE NW CORNER OF CHURCH, 118.0
 EZ1107'FT EAST OF C/L OF SR 1418, 2.5 FT NW OF NW CORNER OF CHURCH,
 EZ1107'98.0 FT SOUTH OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG, AND
 EZ1107'61.3 FT ESE OF PP WITH LIGHT W/ALUMINUM REF. TAG.  DISK IS SET
 EZ1107'IN CONCRETE CYLINDER, PROJECTING 8 INCHES ABOVE THE GROUND.
 EZ1107
 EZ1107                          STATION RECOVERY (1998)
 EZ1107
 EZ1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ1107'RECOVERED IN GOOD CONDITION.
 EZ1107
 EZ1107                          STATION RECOVERY (2005)
 EZ1107
 EZ1107'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1107'AS DESCRIBED. CONDITION GOOD.
 EZ1107
 EZ1107                          STATION RECOVERY (2007)
 EZ1107
 EZ1107'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1107'STREET ADDRESS IS NO. 5156. HH2 GPS COORDINATES
 EZ1107'N35 31 02.3, W078 55 56.8.
 EZ1107' 
 EZ1107
 EZ1107                          STATION RECOVERY (2007)
 EZ1107
 EZ1107'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ1107'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8264 ***********************************************************************
 AF8264  DESIGNATION -  7 DRD
 AF8264  PID         -  AF8264
 AF8264  STATE/COUNTY-  NC/MCDOWELL
 AF8264  USGS QUAD   -  DYSARTSVILLE (1993)
 AF8264
 AF8264                         *CURRENT SURVEY CONTROL
 AF8264  ___________________________________________________________________
 AF8264* NAD 83(2001)-  35 34 27.43452(N)    081 50 43.60739(W)     ADJUSTED  
 AF8264* NAVD 88     -       333.57   (meters)    1094.4    (feet)  LEVELING  
 AF8264  ___________________________________________________________________
 AF8264  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AF8264  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AF8264  HORZ ORDER  -  SECOND
 AF8264  VERT ORDER  -  THIRD
 AF8264
 AF8264.The horizontal coordinates were established by classical geodetic methods
 AF8264.and adjusted by the National Geodetic Survey in August 2005.
 AF8264
 AF8264.The orthometric height was determined by differential leveling.
 AF8264.The vertical network tie was performed by a horz. field party for horz.
 AF8264.obs reductions. Reset procedures were used to establish the elevation.
 AF8264
 AF8264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8264
 AF8264.The geoid height was determined by GEOID03.
 AF8264
 AF8264;                    North         East     Units Scale Factor Converg.
 AF8264;SPC NC       -   206,065.505   351,737.608   MT  0.99988838   -1 38 32.3
 AF8264;SPC NC       -   676,066.58  1,153,992.47   sFT  0.99988838   -1 38 32.3
 AF8264;UTM  17      - 3,937,061.197   423,393.592   MT  0.99967232   -0 29 30.7
 AF8264
 AF8264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8264!SPC NC       -   0.99995265  x   0.99988838  =   0.99984103
 AF8264!UTM  17      -   0.99995265  x   0.99967232  =   0.99962498
 AF8264
 AF8264                          SUPERSEDED SURVEY CONTROL
 AF8264
 AF8264  NAD 83(1986)-  35 34 27.44504(N)    081 50 43.60831(W) AD(       ) 2
 AF8264
 AF8264.Superseded values are not recommended for survey control.
 AF8264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8264.See file dsdata.txt to determine how the superseded data were derived.
 AF8264
 AF8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2339437061(NAD 83)
 AF8264_MARKER: DB = BENCH MARK DISK
 AF8264_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8264_SP_SET: BRIDGE WINGWALL
 AF8264_STAMPING: 7 DRD 1958
 AF8264_MARK LOGO: USGS  
 AF8264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8264
 AF8264  HISTORY     - Date     Condition        Report By
 AF8264  HISTORY     - 1958     MONUMENTED       USGS
 AF8264  HISTORY     - 19830101 GOOD             NCGS
 AF8264
 AF8264                          STATION DESCRIPTION
 AF8264
 AF8264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8264'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI)  SOUTHEAST OF DYSARTSVILLE,
 AF8264'AND 19.1 KM (11.85 MI)  SOUTHEAST OF MARION. AT THE US 226 OVERPASS OF
 AF8264'US 64, IN NORTHEAST WINGWALL OF BRIDGE. MARK IS 1-FOOT LOWER THAN US
 AF8264'226.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4783 ***********************************************************************
 AH4783  DESIGNATION -  7 JMS 1
 AH4783  PID         -  AH4783
 AH4783  STATE/COUNTY-  NC/JOHNSTON
 AH4783  USGS QUAD   -  BENSON (1973)
 AH4783
 AH4783                         *CURRENT SURVEY CONTROL
 AH4783  ___________________________________________________________________
 AH4783* NAD 83(2007)-  35 22 32.93182(N)    078 30 24.31903(W)     ADJUSTED  
 AH4783* NAVD 88     -        68.82   (meters)     225.8    (feet)  LEVELING  
 AH4783  ___________________________________________________________________
 AH4783  EPOCH DATE  -        2002.00
 AH4783  X           -   1,037,393.377 (meters)                     COMP
 AH4783  Y           -  -5,102,030.324 (meters)                     COMP
 AH4783  Z           -   3,671,962.469 (meters)                     COMP
 AH4783  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AH4783  ELLIP HEIGHT-          34.919 (meters)          (02/10/07) ADJUSTED
 AH4783  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AH4783
 AH4783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4783  Type    PID    Designation                      North   East  Ellip
 AH4783  -------------------------------------------------------------------
 AH4783  NETWORK AH4783 7 JMS 1                           1.22   1.00   1.88
 AH4783  -------------------------------------------------------------------
 AH4783  VERT ORDER  -  THIRD ?
 AH4783
 AH4783.The horizontal coordinates were established by GPS observations
 AH4783.and adjusted by the National Geodetic Survey in February 2007.
 AH4783
 AH4783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4783.The horizontal coordinates are valid at the epoch date displayed above.
 AH4783.The epoch date for horizontal control is a decimal equivalence
 AH4783.of Year/Month/Day.
 AH4783
 AH4783.The orthometric height was determined by differential leveling.
 AH4783.The vertical network tie was performed by a horz. field party for horz.
 AH4783.obs reductions. Reset procedures were used to establish the elevation.
 AH4783
 AH4783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4783
 AH4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4783
 AH4783.The ellipsoidal height was determined by GPS observations
 AH4783.and is referenced to NAD 83.
 AH4783
 AH4783.The geoid height was determined by GEOID03.
 AH4783
 AH4783;                    North         East     Units Scale Factor Converg.
 AH4783;SPC NC       -   180,463.121   654,415.997   MT  0.99987493   +0 17 04.9
 AH4783;SPC NC       -   592,069.42  2,147,029.82   sFT  0.99987493   +0 17 04.9
 AH4783;UTM  17      - 3,917,574.762   726,491.355   MT  1.00023222   +1 26 38.6
 AH4783
 AH4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4783!SPC NC       -   0.99999452  x   0.99987493  =   0.99986945
 AH4783!UTM  17      -   0.99999452  x   1.00023222  =   1.00022674
 AH4783
 AH4783:                Primary Azimuth Mark                     Grid Az
 AH4783:SPC NC       -  7 JMS 2                                  298 40 51.2
 AH4783:UTM  17      -  7 JMS 2                                  297 31 17.5
 AH4783
 AH4783|---------------------------------------------------------------------|
 AH4783| PID    Reference Object                     Distance      Geod. Az  |
 AH4783|                                                           dddmmss.s |
 AH4783| AH4782 7 JMS 2                             404.020 METERS 2985756.1 |
 AH4783|---------------------------------------------------------------------|
 AH4783
 AH4783                          SUPERSEDED SURVEY CONTROL
 AH4783
 AH4783  NAD 83(2001)-  35 22 32.93194(N)    078 30 24.31898(W) AD(       ) 1
 AH4783  ELLIP H (03/13/03)   34.932  (m)                       GP(       ) 4 2
 AH4783  NAD 83(1986)-  35 22 32.93739(N)    078 30 24.32852(W) AD(       ) 1
 AH4783
 AH4783.Superseded values are not recommended for survey control.
 AH4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4783.See file dsdata.txt to determine how the superseded data were derived.
 AH4783
 AH4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2649117575(NAD 83)
 AH4783_MARKER: DD = SURVEY DISK
 AH4783_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4783_STAMPING: 7 JMS 1 1978
 AH4783_MARK LOGO: NCDOT 
 AH4783_PROJECTION: FLUSH
 AH4783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4783+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4783
 AH4783  HISTORY     - Date     Condition        Report By
 AH4783  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4783  HISTORY     - 19911022 GOOD             NCGS
 AH4783
 AH4783                          STATION DESCRIPTION
 AH4783
 AH4783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4783'STATION WAS RECOVERED GOOD AND A NEW DESCRIPTION FOLLOWS. STATION IS
 AH4783'LOCATED ABOUT 2.4 MI (3.9 KM) EAST OF BENSON. PROCEED ALONG SR 1219
 AH4783'(ALLENS CROSSROADS ROAD) FOR 0.45 MI (0.72 KM) NORTHEAST FORM THE
 AH4783'NORTHBOUND RAMP TO I-95 (JUST NORTHEAST OF NC 50), THENCE EAST ALONG
 AH4783'SR 1211 (MORGAN ROAD) FOR 1.6 MI, OR 0.15 MI (0.24 KM) WEST OF THE
 AH4783'OVERPASS OF I-40 (NO INTERCHANGE), ON TOP OF THE SOUTH BANK. MARK IS
 AH4783'6-FEET HIGHER THAN THE ROAD AND PROJECTS 3 INCHES ABOVE GROUND.
 AH4783'LOCATED 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF THE ROAD, 104,0 FT
 AH4783'SOUTHEAST OF THE CENTERLINE OF THE ROAD AT AN OLD FIELD ROAD LEADING
 AH4783'SOUTH, 22.2 FT (6.8 M) NORTH-NORTHEAST OF THE 1ST OF 2 GUY WIRE
 AH4783'ANCHORS, 226.0 FT (68.9 M) WEST OF THE WEST END OF AN OLD FIELD ROAD
 AH4783'CULVERT, AND 5.6 FT (1.7 M) EAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4768 ***********************************************************************
 AH4768  DESIGNATION -  7 JMS 10
 AH4768  PID         -  AH4768
 AH4768  STATE/COUNTY-  NC/JOHNSTON
 AH4768  USGS QUAD   -  BENSON (1973)
 AH4768
 AH4768                         *CURRENT SURVEY CONTROL
 AH4768  ___________________________________________________________________
 AH4768* NAD 83(2007)-  35 28 37.27995(N)    078 31 59.30736(W)     ADJUSTED  
 AH4768* NAVD 88     -        53.84   (meters)     176.6    (feet)  LEVELING  
 AH4768  ___________________________________________________________________
 AH4768  EPOCH DATE  -        2002.00
 AH4768  X           -   1,033,747.311 (meters)                     COMP
 AH4768  Y           -  -5,096,116.653 (meters)                     COMP
 AH4768  Z           -   3,681,103.828 (meters)                     COMP
 AH4768  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 AH4768  ELLIP HEIGHT-          20.044 (meters)          (02/10/07) ADJUSTED
 AH4768  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AH4768
 AH4768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4768  Type    PID    Designation                      North   East  Ellip
 AH4768  -------------------------------------------------------------------
 AH4768  NETWORK AH4768 7 JMS 10                          1.29   1.14   1.98
 AH4768  -------------------------------------------------------------------
 AH4768  VERT ORDER  -  THIRD ?
 AH4768
 AH4768.The horizontal coordinates were established by GPS observations
 AH4768.and adjusted by the National Geodetic Survey in February 2007.
 AH4768
 AH4768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4768.The horizontal coordinates are valid at the epoch date displayed above.
 AH4768.The epoch date for horizontal control is a decimal equivalence
 AH4768.of Year/Month/Day.
 AH4768
 AH4768.The orthometric height was determined by differential leveling.
 AH4768.The vertical network tie was performed by a horz. field party for horz.
 AH4768.obs reductions. Reset procedures were used to establish the elevation.
 AH4768
 AH4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4768
 AH4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4768
 AH4768.The ellipsoidal height was determined by GPS observations
 AH4768.and is referenced to NAD 83.
 AH4768
 AH4768.The geoid height was determined by GEOID03.
 AH4768
 AH4768;                    North         East     Units Scale Factor Converg.
 AH4768;SPC NC       -   191,678.872   651,965.890   MT  0.99988029   +0 16 10.0
 AH4768;SPC NC       -   628,866.43  2,138,991.42   sFT  0.99988029   +0 16 10.0
 AH4768;UTM  17      - 3,928,742.441   723,813.548   MT  1.00021735   +1 25 56.3
 AH4768
 AH4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4768!SPC NC       -   0.99999685  x   0.99988029  =   0.99987714
 AH4768!UTM  17      -   0.99999685  x   1.00021735  =   1.00021420
 AH4768
 AH4768|---------------------------------------------------------------------|
 AH4768| PID    Reference Object                     Distance      Geod. Az  |
 AH4768|                                                           dddmmss.s |
 AH4768| AH4767 7 JMS 9                             274.332 METERS 26501     |
 AH4768|---------------------------------------------------------------------|
 AH4768
 AH4768                          SUPERSEDED SURVEY CONTROL
 AH4768
 AH4768  NAD 83(2001)-  35 28 37.28015(N)    078 31 59.30724(W) AD(       ) 1
 AH4768  ELLIP H (03/13/03)   20.051  (m)                       GP(       ) 4 2
 AH4768  NAD 83(1986)-  35 28 37.28653(N)    078 31 59.31689(W) AD(       ) 1
 AH4768
 AH4768.Superseded values are not recommended for survey control.
 AH4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4768.See file dsdata.txt to determine how the superseded data were derived.
 AH4768
 AH4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2381428742(NAD 83)
 AH4768_MARKER: DD = SURVEY DISK
 AH4768_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4768_STAMPING: 7 JMS 10 1978
 AH4768_MARK LOGO: NCDOT 
 AH4768_PROJECTION: FLUSH
 AH4768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4768+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4768
 AH4768  HISTORY     - Date     Condition        Report By
 AH4768  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4768  HISTORY     - 19911022 GOOD             NCGS
 AH4768
 AH4768                          STATION DESCRIPTION
 AH4768
 AH4768'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4768'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF BENSON. PROCEED
 AH4768'ALONG SR 1319 (LANGDON RD) FOR 0.4 MI (0.6 KM) NORTHEAST FROM THE
 AH4768'OVERPASS OF I-40 (NO INTERCHANGE), THENCE EAST ALONG SR 1328 (GRACE
 AH4768'RD) FOR 0.65 MI (1.05 KM) TO SR 1331 (FEDERAL RD), IN THE SOUTHWEST
 AH4768'QUADRANT OF THE CROSSROADS. MARK IS 1-FOOT LOWER THAN ROAD AND
 AH4768'RECESSED 4 INCHES BELOW GROUND. LOCATED 14.8 FT (4.5 M) SOUTH OF THE
 AH4768'CENTERLINE OF ROAD, 233.0 FT (71.0 M) WEST OF THE CENTERLINE OF THE
 AH4768'T-INTERSECTION, 48.3 FT (14.7 M) SOUTH-SOUTHEAST OF THE NORTH END OF A
 AH4768'CONCRETE ROAD CULVERT, 107.2 FT (32.7 M) WEST OF A CHISELED SQUARE ON
 AH4768'A RIGHT-OF-WAY MARKER, AND 98.0 FT (29.9 M) WEST-NORTHWEST OF THE
 AH4768'NORTHEAST CORNER OF A TOBACCO BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4765 ***********************************************************************
 AH4765  DESIGNATION -  7 JMS 11
 AH4765  PID         -  AH4765
 AH4765  STATE/COUNTY-  NC/JOHNSTON
 AH4765  USGS QUAD   -  BENSON (1973)
 AH4765
 AH4765                         *CURRENT SURVEY CONTROL
 AH4765  ___________________________________________________________________
 AH4765* NAD 83(2007)-  35 29 37.39289(N)    078 32 19.94222(W)     ADJUSTED  
 AH4765* NAVD 88     -        76.26   (meters)     250.2    (feet)  LEVELING  
 AH4765  ___________________________________________________________________
 AH4765  EPOCH DATE  -        2002.00
 AH4765  X           -   1,033,027.434 (meters)                     COMP
 AH4765  Y           -  -5,095,184.002 (meters)                     COMP
 AH4765  Z           -   3,682,625.441 (meters)                     COMP
 AH4765  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AH4765  ELLIP HEIGHT-          42.556 (meters)          (02/10/07) ADJUSTED
 AH4765  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AH4765
 AH4765  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4765  Type    PID    Designation                      North   East  Ellip
 AH4765  -------------------------------------------------------------------
 AH4765  NETWORK AH4765 7 JMS 11                          1.22   0.94   1.84
 AH4765  -------------------------------------------------------------------
 AH4765  VERT ORDER  -  THIRD ?
 AH4765
 AH4765.The horizontal coordinates were established by GPS observations
 AH4765.and adjusted by the National Geodetic Survey in February 2007.
 AH4765
 AH4765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4765.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4765.The horizontal coordinates are valid at the epoch date displayed above.
 AH4765.The epoch date for horizontal control is a decimal equivalence
 AH4765.of Year/Month/Day.
 AH4765
 AH4765.The orthometric height was determined by differential leveling.
 AH4765.The vertical network tie was performed by a horz. field party for horz.
 AH4765.obs reductions. Reset procedures were used to establish the elevation.
 AH4765
 AH4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4765
 AH4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4765
 AH4765.The ellipsoidal height was determined by GPS observations
 AH4765.and is referenced to NAD 83.
 AH4765
 AH4765.The geoid height was determined by GEOID03.
 AH4765
 AH4765;                    North         East     Units Scale Factor Converg.
 AH4765;SPC NC       -   193,528.839   651,437.153   MT  0.99988148   +0 15 58.1
 AH4765;SPC NC       -   634,935.87  2,137,256.73   sFT  0.99988148   +0 15 58.1
 AH4765;UTM  17      - 3,930,581.910   723,247.177   MT  1.00021422   +1 25 46.4
 AH4765
 AH4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4765!SPC NC       -   0.99999332  x   0.99988148  =   0.99987480
 AH4765!UTM  17      -   0.99999332  x   1.00021422  =   1.00020754
 AH4765
 AH4765:                Primary Azimuth Mark                     Grid Az
 AH4765:SPC NC       -  7 JMS 12                                 337 15 23.5
 AH4765:UTM  17      -  7 JMS 12                                 336 05 35.2
 AH4765
 AH4765|---------------------------------------------------------------------|
 AH4765| PID    Reference Object                     Distance      Geod. Az  |
 AH4765|                                                           dddmmss.s |
 AH4765| AH4764 7 JMS 12                            APPROX. 1.0 KM 3373121.6 |
 AH4765|---------------------------------------------------------------------|
 AH4765
 AH4765                          SUPERSEDED SURVEY CONTROL
 AH4765
 AH4765  NAD 83(2001)-  35 29 37.39307(N)    078 32 19.94208(W) AD(       ) 1
 AH4765  ELLIP H (03/13/03)   42.562  (m)                       GP(       ) 4 2
 AH4765  NAD 83(1986)-  35 29 37.39952(N)    078 32 19.95167(W) AD(       ) 1
 AH4765
 AH4765.Superseded values are not recommended for survey control.
 AH4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4765.See file dsdata.txt to determine how the superseded data were derived.
 AH4765
 AH4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2324730582(NAD 83)
 AH4765_MARKER: DD = SURVEY DISK
 AH4765_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4765_STAMPING: 7 JMS 11 1978
 AH4765_MARK LOGO: NCDOT 
 AH4765_PROJECTION: FLUSH
 AH4765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4765+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4765
 AH4765  HISTORY     - Date     Condition        Report By
 AH4765  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4765  HISTORY     - 19911022 GOOD             NCGS
 AH4765
 AH4765                          STATION DESCRIPTION
 AH4765
 AH4765'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4765'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF BENSON, 2.8 MI (4.5
 AH4765'KM) SOUTHEAST OF MCGEE CROSSROADS. ALONG 1322 (STEPEHENSON RD) FOR 0.8
 AH4765'MI (1.3 KM) EAST FROM THE OVERPASS OF I-40 (NO INTERCHANGE) TO SR 1330
 AH4765'(RALEIGH RD), OR 1.5 MI (2.4 KM) SOUTH ALONG SR 1330 FROM NC 210 AT
 AH4765'COATS CROSSROADS, IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION.
 AH4765'MARK IS LEVEL WITH ROAD AND RECESSED 4 INCHES BELOW GROUND. LOCATED
 AH4765'13.0 FT (4.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1330, 171.6 FT
 AH4765'(52.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION,
 AH4765'104.3 FT (31.8 M) SOUTHWEST OF THE NORTHWEST CORNER OF A 1 1/2 STORY
 AH4765'FRAME HOUSE, 59.0 FT (18.0 M) SOUTH-SOUTHWEST OF A TELEPHONE
 AH4765'PEDESTAL--AND 35.2 FT (10.7 M) WEST-SOUTHWEST OF A 16-INCH MAGNOLIA,
 AH4765'138.1 FT (42.1 M) NORTH-NORTHWEST OF A RAILROAD SPIKE IN A POWER
 AH4765'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4764 ***********************************************************************
 AH4764  DESIGNATION -  7 JMS 12
 AH4764  PID         -  AH4764
 AH4764  STATE/COUNTY-  NC/JOHNSTON
 AH4764  USGS QUAD   -  EDMONDSON (1993)
 AH4764
 AH4764                         *CURRENT SURVEY CONTROL
 AH4764  ___________________________________________________________________
 AH4764* NAD 83(2007)-  35 30 06.43921(N)    078 32 34.63907(W)     ADJUSTED  
 AH4764* NAVD 88     -        78.31   (meters)     256.9    (feet)  LEVELING  
 AH4764  ___________________________________________________________________
 AH4764  EPOCH DATE  -        2002.00
 AH4764  X           -   1,032,561.471 (meters)                     COMP
 AH4764  Y           -  -5,094,749.795 (meters)                     COMP
 AH4764  Z           -   3,683,355.460 (meters)                     COMP
 AH4764  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 AH4764  ELLIP HEIGHT-          44.633 (meters)          (02/10/07) ADJUSTED
 AH4764  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AH4764
 AH4764  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4764  Type    PID    Designation                      North   East  Ellip
 AH4764  -------------------------------------------------------------------
 AH4764  NETWORK AH4764 7 JMS 12                          1.84   1.20   2.37
 AH4764  -------------------------------------------------------------------
 AH4764  VERT ORDER  -  THIRD ?
 AH4764
 AH4764.The horizontal coordinates were established by GPS observations
 AH4764.and adjusted by the National Geodetic Survey in February 2007.
 AH4764
 AH4764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4764.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4764.The horizontal coordinates are valid at the epoch date displayed above.
 AH4764.The epoch date for horizontal control is a decimal equivalence
 AH4764.of Year/Month/Day.
 AH4764
 AH4764.The orthometric height was determined by differential leveling.
 AH4764.The vertical network tie was performed by a horz. field party for horz.
 AH4764.obs reductions. Reset procedures were used to establish the elevation.
 AH4764
 AH4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4764
 AH4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4764
 AH4764.The ellipsoidal height was determined by GPS observations
 AH4764.and is referenced to NAD 83.
 AH4764
 AH4764.The geoid height was determined by GEOID03.
 AH4764
 AH4764;                    North         East     Units Scale Factor Converg.
 AH4764;SPC NC       -   194,422.200   651,062.652   MT  0.99988208   +0 15 49.7
 AH4764;SPC NC       -   637,866.83  2,136,028.05   sFT  0.99988208   +0 15 49.7
 AH4764;UTM  17      - 3,931,467.776   722,854.483   MT  1.00021206   +1 25 38.9
 AH4764
 AH4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4764!SPC NC       -   0.99999299  x   0.99988208  =   0.99987508
 AH4764!UTM  17      -   0.99999299  x   1.00021206  =   1.00020505
 AH4764
 AH4764:                Primary Azimuth Mark                     Grid Az
 AH4764:SPC NC       -  7 JMS 11                                 157 15 23.3
 AH4764:UTM  17      -  7 JMS 11                                 156 05 34.1
 AH4764
 AH4764|---------------------------------------------------------------------|
 AH4764| PID    Reference Object                     Distance      Geod. Az  |
 AH4764|                                                           dddmmss.s |
 AH4764| AH4765 7 JMS 11                            APPROX. 1.0 KM 1573113.0 |
 AH4764|---------------------------------------------------------------------|
 AH4764
 AH4764                          SUPERSEDED SURVEY CONTROL
 AH4764
 AH4764  NAD 83(2001)-  35 30 06.43941(N)    078 32 34.63893(W) AD(       ) 1
 AH4764  ELLIP H (03/13/03)   44.639  (m)                       GP(       ) 4 2
 AH4764  NAD 83(1986)-  35 30 06.44586(N)    078 32 34.64842(W) AD(       ) 1
 AH4764
 AH4764.Superseded values are not recommended for survey control.
 AH4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4764.See file dsdata.txt to determine how the superseded data were derived.
 AH4764
 AH4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2285431468(NAD 83)
 AH4764_MARKER: DD = SURVEY DISK
 AH4764_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4764_STAMPING: 7 JMS 12 1978
 AH4764_MARK LOGO: NCDOT 
 AH4764_PROJECTION: FLUSH
 AH4764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4764+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 AH4764
 AH4764  HISTORY     - Date     Condition        Report By
 AH4764  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4764  HISTORY     - 19911022 GOOD             NCGS
 AH4764  HISTORY     - 20071019 GOOD             GEOCAC
 AH4764
 AH4764                          STATION DESCRIPTION
 AH4764
 AH4764'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4764'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF BENSON, 2.8 MI (4.5
 AH4764'KM) EAST-SOUTHEAST OF MCGEE CROSSROADS. ALONG SR 1300 (RALEIGH RD) FOR
 AH4764'0.85 MI (1.37 KM) SOUTH FROM NC 210, ON SOUTH SIDE OF T-INTERSECTION
 AH4764'WITH SR 1329 (OLD BARBOUR RD), IN WEST SHOULDER. MARK IS LEVEL WITH
 AH4764'ROAD AND RECESSED 4 INCHES BELOW GROUND. LOCATED 13.5 FT (4.1 M) WEST
 AH4764'OF THE CENTERLINE OF THE ROAD, 224.0 FT (68.3 M) SOUTH OF THE
 AH4764'CENTERLINE OF THE T-INTERSECTION, 134.9 FT (41.1 M) WEST OF THE
 AH4764'SOUTHWEST CORNER OF A BRICK RESIDENCE, 76.4 FT (23.3 M) NORTHWEST OF A
 AH4764'FENCE CORNER, 65.4 FT (19.9 M) SOUTH-SOUTHWEST OF A TELEPHONE
 AH4764'PEDESTAL, AND 263.0 FT (80.2 M) NORTH-NORTHWEST OF A POWER POLE.
 AH4764
 AH4764                          STATION RECOVERY (2007)
 AH4764
 AH4764'RECOVERY NOTE BY GEOCACHING 2007 (APC)
 AH4764'DISK NOW RECESSED ABOUT 7 INCHES BELOW THE SURFACE.
 AH4764' 
 AH4764'STAMPING ALSO INCLUDES ELEVATION - 7 JMS 12 257.78 1979
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4782 ***********************************************************************
 AH4782  DESIGNATION -  7 JMS 2
 AH4782  PID         -  AH4782
 AH4782  STATE/COUNTY-  NC/JOHNSTON
 AH4782  USGS QUAD   -  BENSON (1973)
 AH4782
 AH4782                         *CURRENT SURVEY CONTROL
 AH4782  ___________________________________________________________________
 AH4782* NAD 83(2007)-  35 22 39.28035(N)    078 30 38.32343(W)     ADJUSTED  
 AH4782* NAVD 88     -        59.33   (meters)     194.7    (feet)  LEVELING  
 AH4782  ___________________________________________________________________
 AH4782  EPOCH DATE  -        2002.00
 AH4782  X           -   1,037,022.870 (meters)                     COMP
 AH4782  Y           -  -5,101,982.171 (meters)                     COMP
 AH4782  Z           -   3,672,116.513 (meters)                     COMP
 AH4782  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AH4782  ELLIP HEIGHT-          25.444 (meters)          (02/10/07) ADJUSTED
 AH4782  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH4782
 AH4782  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4782  Type    PID    Designation                      North   East  Ellip
 AH4782  -------------------------------------------------------------------
 AH4782  NETWORK AH4782 7 JMS 2                           1.18   0.84   1.82
 AH4782  -------------------------------------------------------------------
 AH4782  VERT ORDER  -  THIRD ?
 AH4782
 AH4782.The horizontal coordinates were established by GPS observations
 AH4782.and adjusted by the National Geodetic Survey in February 2007.
 AH4782
 AH4782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4782.The horizontal coordinates are valid at the epoch date displayed above.
 AH4782.The epoch date for horizontal control is a decimal equivalence
 AH4782.of Year/Month/Day.
 AH4782
 AH4782.The orthometric height was determined by differential leveling.
 AH4782.The vertical network tie was performed by a horz. field party for horz.
 AH4782.obs reductions. Reset procedures were used to establish the elevation.
 AH4782
 AH4782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4782
 AH4782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4782
 AH4782.The ellipsoidal height was determined by GPS observations
 AH4782.and is referenced to NAD 83.
 AH4782
 AH4782.The geoid height was determined by GEOID03.
 AH4782
 AH4782;                    North         East     Units Scale Factor Converg.
 AH4782;SPC NC       -   180,656.998   654,061.591   MT  0.99987499   +0 16 56.8
 AH4782;SPC NC       -   592,705.50  2,145,867.07   sFT  0.99987499   +0 16 56.8
 AH4782;UTM  17      - 3,917,761.496   726,132.971   MT  1.00023022   +1 26 30.7
 AH4782
 AH4782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4782!SPC NC       -   0.99999601  x   0.99987499  =   0.99987100
 AH4782!UTM  17      -   0.99999601  x   1.00023022  =   1.00022623
 AH4782
 AH4782:                Primary Azimuth Mark                     Grid Az
 AH4782:SPC NC       -  7 JMS 1                                  118 40 51.2
 AH4782:UTM  17      -  7 JMS 1                                  117 31 17.3
 AH4782
 AH4782|---------------------------------------------------------------------|
 AH4782| PID    Reference Object                     Distance      Geod. Az  |
 AH4782|                                                           dddmmss.s |
 AH4782| AH4783 7 JMS 1                             404.020 METERS 1185748.0 |
 AH4782|---------------------------------------------------------------------|
 AH4782
 AH4782                          SUPERSEDED SURVEY CONTROL
 AH4782
 AH4782  NAD 83(2001)-  35 22 39.28046(N)    078 30 38.32338(W) AD(       ) 1
 AH4782  ELLIP H (03/13/03)   25.457  (m)                       GP(       ) 4 2
 AH4782  NAD 83(1986)-  35 22 39.28591(N)    078 30 38.33289(W) AD(       ) 1
 AH4782
 AH4782.Superseded values are not recommended for survey control.
 AH4782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4782.See file dsdata.txt to determine how the superseded data were derived.
 AH4782
 AH4782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2613317761(NAD 83)
 AH4782_MARKER: DD = SURVEY DISK
 AH4782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4782_STAMPING: 7 JMS 2 1978
 AH4782_MARK LOGO: NCDOT 
 AH4782_PROJECTION: FLUSH
 AH4782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4782+STABILITY: SURFACE MOTION
 AH4782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4782+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4782
 AH4782  HISTORY     - Date     Condition        Report By
 AH4782  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4782  HISTORY     - 19911022 GOOD             NCGS
 AH4782
 AH4782                          STATION DESCRIPTION
 AH4782
 AH4782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4782'STATION WAS RECOVERED GOOD AND A NEW DESCRIPTION FOLLOWS. STATION IS
 AH4782'LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF BENSON. PROCEED ALONG SR 1219
 AH4782'(ALLENS CROSSROADS ROAD) FOR 0.45 MI (0.72 KM) NORTHEAST FROM THE
 AH4782'NORTHBOUND RAMP TO I-95 (JUST NORTHEAST OF NC 50), THENCE EAST ALONG
 AH4782'SR 1211 (MORGAN ROAD) FOR 1.35 MI (2.17 KM) TO STATION, OR 0.4 MI (0.6
 AH4782'KM) WEST OF THE OVERPASS OF I-40 (NO INTERCHANGE), IN SOUTHWEST
 AH4782'SHOULDER. MARK IS LEVEL WITH ROAD AND RECESSED 4 INCHES BELOW GROUND.
 AH4782'LOCATED 12.0 FT (3.7 M) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 116.5
 AH4782'FT (35.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST END OF AN OLD DRIVEWAY
 AH4782'CULVERT--AND 85.5 FT (26.1 M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL
 AH4782'BESIDE A POST, 143.4 FT (43.7 M) NORTHWEST OF A POWER POLE--BOTH WITH
 AH4782'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4778 ***********************************************************************
 AH4778  DESIGNATION -  7 JMS 3
 AH4778  PID         -  AH4778
 AH4778  STATE/COUNTY-  NC/JOHNSTON
 AH4778  USGS QUAD   -  BENSON (1973)
 AH4778
 AH4778                         *CURRENT SURVEY CONTROL
 AH4778  ___________________________________________________________________
 AH4778* NAD 83(2007)-  35 24 23.11061(N)    078 31 34.29848(W)     ADJUSTED  
 AH4778* NAVD 88     -        63.9    (meters)     210.     (feet)  GPS OBS   
 AH4778  ___________________________________________________________________
 AH4778  EPOCH DATE  -        2002.00
 AH4778  X           -   1,035,270.382 (meters)                     COMP
 AH4778  Y           -  -5,100,450.876 (meters)                     COMP
 AH4778  Z           -   3,674,727.840 (meters)                     COMP
 AH4778  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AH4778  ELLIP HEIGHT-          30.119 (meters)          (02/10/07) ADJUSTED
 AH4778  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AH4778
 AH4778  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4778  Type    PID    Designation                      North   East  Ellip
 AH4778  -------------------------------------------------------------------
 AH4778  NETWORK AH4778 7 JMS 3                           1.12   0.90   1.69
 AH4778  -------------------------------------------------------------------
 AH4778
 AH4778.The horizontal coordinates were established by GPS observations
 AH4778.and adjusted by the National Geodetic Survey in February 2007.
 AH4778
 AH4778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4778.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4778.The horizontal coordinates are valid at the epoch date displayed above.
 AH4778.The epoch date for horizontal control is a decimal equivalence
 AH4778.of Year/Month/Day.
 AH4778
 AH4778.The orthometric height was determined by GPS observations and a
 AH4778.high-resolution geoid model.
 AH4778
 AH4778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4778
 AH4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4778
 AH4778.The ellipsoidal height was determined by GPS observations
 AH4778.and is referenced to NAD 83.
 AH4778
 AH4778.The geoid height was determined by GEOID03.
 AH4778
 AH4778;                    North         East     Units Scale Factor Converg.
 AH4778;SPC NC       -   183,849.637   652,633.659   MT  0.99987622   +0 16 24.5
 AH4778;SPC NC       -   603,180.02  2,141,182.26   sFT  0.99987622   +0 16 24.5
 AH4778;UTM  17      - 3,920,925.684   724,640.181   MT  1.00022192   +1 26 01.9
 AH4778
 AH4778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4778!SPC NC       -   0.99999527  x   0.99987622  =   0.99987149
 AH4778!UTM  17      -   0.99999527  x   1.00022192  =   1.00021719
 AH4778
 AH4778|---------------------------------------------------------------------|
 AH4778| PID    Reference Object                     Distance      Geod. Az  |
 AH4778|                                                           dddmmss.s |
 AH4778| AH4779 KELLY                               220.231 METERS 09948     |
 AH4778|---------------------------------------------------------------------|
 AH4778
 AH4778                          SUPERSEDED SURVEY CONTROL
 AH4778
 AH4778  NAD 83(2001)-  35 24 23.11075(N)    078 31 34.29840(W) AD(       ) 1
 AH4778  ELLIP H (03/13/03)   30.131  (m)                       GP(       ) 4 2
 AH4778  NAD 83(1986)-  35 24 23.11643(N)    078 31 34.30822(W) AD(       ) 1
 AH4778
 AH4778.Superseded values are not recommended for survey control.
 AH4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4778.See file dsdata.txt to determine how the superseded data were derived.
 AH4778
 AH4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2464020926(NAD 83)
 AH4778_MARKER: DD = SURVEY DISK
 AH4778_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4778_STAMPING: 7 JMS 3 1978
 AH4778_MARK LOGO: NCDOT 
 AH4778_PROJECTION: FLUSH
 AH4778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4778+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4778
 AH4778  HISTORY     - Date     Condition        Report By
 AH4778  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4778  HISTORY     - 19911022 GOOD             NCGS
 AH4778
 AH4778                          STATION DESCRIPTION
 AH4778
 AH4778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4778'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHEAST OF BENSON. ALONG SR
 AH4778'1168 (TARHEEL RD) FOR 0.8 MI (1.3 KM) NORTH FROM US 301 TO ENTRANCE
 AH4778'DRIVE TO--TARHEEL ENGINE AND MACHINE SHOP--, IN THE SOUTHWEST QUADRANT
 AH4778'OF THE INTERSECTION OF TOP OF WEST BANK. MARK IS 5-FEET HIGHER THAN
 AH4778'ROAD AND FLUSH WITH GROUND. LOCATED 31.3 FT (9.5 M) WEST OF THE
 AH4778'CENTERLINE OF ROAD, 43.0 FT (13.1 M) SOUTH-SOUTHWEST OF THE SOUTH END
 AH4778'OF THE ASPHALT DRIVE CULVERT, 0.75 FT (22.86 CM) EAST OF A WIRE FENCE,
 AH4778'86.3 FT (26.3 M) NORTH-NORTHEAST OF THE EAST POST OF A COMMERCIAL
 AH4778'SIGN, AND 35.3 FT (10.8 M) SOUTH-SOUTHWEST OF A RAILROAD SPIKE IN A
 AH4778'POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4776 ***********************************************************************
 AH4776  DESIGNATION -  7 JMS 4
 AH4776  PID         -  AH4776
 AH4776  STATE/COUNTY-  NC/JOHNSTON
 AH4776  USGS QUAD   -  BENSON (1973)
 AH4776
 AH4776                         *CURRENT SURVEY CONTROL
 AH4776  ___________________________________________________________________
 AH4776* NAD 83(2007)-  35 24 51.58175(N)    078 31 37.17644(W)     ADJUSTED  
 AH4776* NAVD 88     -        64.96   (meters)     213.1    (feet)  LEVELING  
 AH4776  ___________________________________________________________________
 AH4776  EPOCH DATE  -        2002.00
 AH4776  X           -   1,035,098.258 (meters)                     COMP
 AH4776  Y           -  -5,099,967.889 (meters)                     COMP
 AH4776  Z           -   3,675,443.589 (meters)                     COMP
 AH4776  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 AH4776  ELLIP HEIGHT-          31.161 (meters)          (02/10/07) ADJUSTED
 AH4776  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AH4776
 AH4776  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4776  Type    PID    Designation                      North   East  Ellip
 AH4776  -------------------------------------------------------------------
 AH4776  NETWORK AH4776 7 JMS 4                           1.25   1.10   2.04
 AH4776  -------------------------------------------------------------------
 AH4776  VERT ORDER  -  THIRD ?
 AH4776
 AH4776.The horizontal coordinates were established by GPS observations
 AH4776.and adjusted by the National Geodetic Survey in February 2007.
 AH4776
 AH4776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4776.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4776.The horizontal coordinates are valid at the epoch date displayed above.
 AH4776.The epoch date for horizontal control is a decimal equivalence
 AH4776.of Year/Month/Day.
 AH4776
 AH4776.The orthometric height was determined by differential leveling.
 AH4776.The vertical network tie was performed by a horz. field party for horz.
 AH4776.obs reductions. Reset procedures were used to establish the elevation.
 AH4776
 AH4776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4776
 AH4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4776
 AH4776.The ellipsoidal height was determined by GPS observations
 AH4776.and is referenced to NAD 83.
 AH4776
 AH4776.The geoid height was determined by GEOID03.
 AH4776
 AH4776;                    North         East     Units Scale Factor Converg.
 AH4776;SPC NC       -   184,726.622   652,556.872   MT  0.99987660   +0 16 22.8
 AH4776;SPC NC       -   606,057.26  2,140,930.34   sFT  0.99987660   +0 16 22.8
 AH4776;UTM  17      - 3,921,801.236   724,545.615   MT  1.00022140   +1 26 01.2
 AH4776
 AH4776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4776!SPC NC       -   0.99999511  x   0.99987660  =   0.99987171
 AH4776!UTM  17      -   0.99999511  x   1.00022140  =   1.00021651
 AH4776
 AH4776|---------------------------------------------------------------------|
 AH4776| PID    Reference Object                     Distance      Geod. Az  |
 AH4776|                                                           dddmmss.s |
 AH4776| AH4777 LINWOOD                             225.735 METERS 12228     |
 AH4776| AH4778 7 JMS 3                             APPROX. 0.9 KM 1751608.8 |
 AH4776| AH4775 7 JMS 6                             APPROX. 1.4 KM 3244436.8 |
 AH4776|---------------------------------------------------------------------|
 AH4776
 AH4776                          SUPERSEDED SURVEY CONTROL
 AH4776
 AH4776  NAD 83(2001)-  35 24 51.58191(N)    078 31 37.17634(W) AD(       ) 1
 AH4776  ELLIP H (03/13/03)   31.169  (m)                       GP(       ) 4 2
 AH4776  NAD 83(1986)-  35 24 51.58761(N)    078 31 37.18617(W) AD(       ) 1
 AH4776
 AH4776.Superseded values are not recommended for survey control.
 AH4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4776.See file dsdata.txt to determine how the superseded data were derived.
 AH4776
 AH4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2454621801(NAD 83)
 AH4776_MARKER: DD = SURVEY DISK
 AH4776_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4776_STAMPING: 7 JMS 4 1978
 AH4776_MARK LOGO: NCDOT 
 AH4776_PROJECTION: FLUSH
 AH4776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4776+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 AH4776
 AH4776  HISTORY     - Date     Condition        Report By
 AH4776  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4776  HISTORY     - 19911022 GOOD             NCGS
 AH4776  HISTORY     - 20071120 GOOD             GEOCAC
 AH4776
 AH4776                          STATION DESCRIPTION
 AH4776
 AH4776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4776'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF BENSON.
 AH4776'ALONG SR 1168 (TARHEEL RD) FOR 1.35 MI (2.17 KM) NORTH FROM US 301, OR
 AH4776'0.75 MI (1.21 KM) SOUTHEAST FROM NC 242, IN YARD OF A MOBILE HOME.
 AH4776'MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 134.0 FT (40.8 M)
 AH4776'EAST-NORTHEAST OF THE CENTERLINE OF ROAD, 87.2 FT (26.6 M) EAST OF THE
 AH4776'NORTHEAST CORNER OF--JOHN AND EMILY WOODALL--HEADSTONE, 74.0 FT (22.6
 AH4776'M) EAST-NORTHEAST OF A RAILROAD SPIKE IN A 20-INCH PECAN TREE, AND 1.9
 AH4776'FT (0.6 M) NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
 AH4776
 AH4776                          STATION RECOVERY (2007)
 AH4776
 AH4776'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4776'RECESSED 7 INCHES. THE REFERENCED POWER POLE IS NO. 2RZ71, WITH AN
 AH4776'ALUMINUM REFERENCE TAG AND A TRANSFORMER. DELETE THE PECAN TREE, WHICH
 AH4776'IS NOW A STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4775 ***********************************************************************
 AH4775  DESIGNATION -  7 JMS 6
 AH4775  PID         -  AH4775
 AH4775  STATE/COUNTY-  NC/JOHNSTON
 AH4775  USGS QUAD   -  BENSON (1973)
 AH4775
 AH4775                         *CURRENT SURVEY CONTROL
 AH4775  ___________________________________________________________________
 AH4775* NAD 83(2007)-  35 25 28.77671(N)    078 32 09.29998(W)     ADJUSTED  
 AH4775* NAVD 88     -        72.72   (meters)     238.6    (feet)  LEVELING  
 AH4775  ___________________________________________________________________
 AH4775  EPOCH DATE  -        2002.00
 AH4775  X           -   1,034,173.196 (meters)                     COMP
 AH4775  Y           -  -5,099,484.142 (meters)                     COMP
 AH4775  Z           -   3,676,382.265 (meters)                     COMP
 AH4775  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 AH4775  ELLIP HEIGHT-          38.939 (meters)          (02/10/07) ADJUSTED
 AH4775  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AH4775
 AH4775  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4775  Type    PID    Designation                      North   East  Ellip
 AH4775  -------------------------------------------------------------------
 AH4775  NETWORK AH4775 7 JMS 6                           0.47   0.43   1.00
 AH4775  -------------------------------------------------------------------
 AH4775  VERT ORDER  -  THIRD ?
 AH4775
 AH4775.The horizontal coordinates were established by GPS observations
 AH4775.and adjusted by the National Geodetic Survey in February 2007.
 AH4775
 AH4775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4775.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4775.The horizontal coordinates are valid at the epoch date displayed above.
 AH4775.The epoch date for horizontal control is a decimal equivalence
 AH4775.of Year/Month/Day.
 AH4775
 AH4775.The orthometric height was determined by differential leveling.
 AH4775.The vertical network tie was performed by a horz. field party for horz.
 AH4775.obs reductions. Reset procedures were used to establish the elevation.
 AH4775
 AH4775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4775
 AH4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4775
 AH4775.The ellipsoidal height was determined by GPS observations
 AH4775.and is referenced to NAD 83.
 AH4775
 AH4775.The geoid height was determined by GEOID03.
 AH4775
 AH4775;                    North         East     Units Scale Factor Converg.
 AH4775;SPC NC       -   185,868.954   651,741.167   MT  0.99987713   +0 16 04.3
 AH4775;SPC NC       -   609,805.06  2,138,254.15   sFT  0.99987713   +0 16 04.3
 AH4775;UTM  17      - 3,922,927.194   723,706.648   MT  1.00021676   +1 25 43.9
 AH4775
 AH4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4775!SPC NC       -   0.99999389  x   0.99987713  =   0.99987102
 AH4775!UTM  17      -   0.99999389  x   1.00021676  =   1.00021065
 AH4775
 AH4775:                Primary Azimuth Mark                     Grid Az
 AH4775:SPC NC       -  7 JMS 4                                  144 28 13.9
 AH4775:UTM  17      -  7 JMS 4                                  143 18 34.3
 AH4775
 AH4775|---------------------------------------------------------------------|
 AH4775| PID    Reference Object                     Distance      Geod. Az  |
 AH4775|                                                           dddmmss.s |
 AH4775| AH4776 7 JMS 4                             APPROX. 1.4 KM 1444418.2 |
 AH4775|---------------------------------------------------------------------|
 AH4775
 AH4775                          SUPERSEDED SURVEY CONTROL
 AH4775
 AH4775  NAD 83(2001)-  35 25 28.77688(N)    078 32 09.29986(W) AD(       ) 1
 AH4775  ELLIP H (03/13/03)   38.947  (m)                       GP(       ) 4 2
 AH4775  NAD 83(1986)-  35 25 28.78266(N)    078 32 09.30973(W) AD(       ) 1
 AH4775
 AH4775.Superseded values are not recommended for survey control.
 AH4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4775.See file dsdata.txt to determine how the superseded data were derived.
 AH4775
 AH4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2370722927(NAD 83)
 AH4775_MARKER: DD = SURVEY DISK
 AH4775_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4775_STAMPING: 7 JMS 6 1978
 AH4775_MARK LOGO: NCDOT 
 AH4775_PROJECTION: FLUSH
 AH4775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4775+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2007
 AH4775
 AH4775  HISTORY     - Date     Condition        Report By
 AH4775  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4775  HISTORY     - 19911022 GOOD             NCGS
 AH4775  HISTORY     - 20011107 GOOD             NCGS
 AH4775  HISTORY     - 20071120 GOOD             GEOCAC
 AH4775
 AH4775                          STATION DESCRIPTION
 AH4775
 AH4775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4775'STATION WAS RECOVERED GOOD AND A NEW DESCRIPTION FOLLOWS. STATION IS
 AH4775'LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF BENSON. ALONG SR 1380 FOR 0.15
 AH4775'MI (0.24 KM) NORTH FROM NC 242 (ON WEST SIDE OF I-40 EXIT 325
 AH4775'INTERCHANGE), THENCE NORTHWEST ALONG SR 1356 (WOODALL DAIRY RD)FOR 0.2
 AH4775'MI (0.3 KM) TO STATION IN NORTHEAST SHOULDER. MARK IS 1-FOOT LOWER
 AH4775'THAN ROAD AND RECESSED 5 INCHES BELOW GROUND. LOCATED 14.5 FT (4.4 M)
 AH4775'NORTHEAST OF TEH CENTERLINE OF ROAD, 255.6 FT (77.9 M) SOUTHEAST OF
 AH4775'THE EAST END OF A DRIVEWAY CULVERT, 71.8 FT (21.9 M) EAST OF AND
 AH4775'ACROSS ROAD FROM A LONE CEDAR TREE, AND 103.3 FT (31.5 M) SOUTHEAST OF
 AH4775'A RAILROAD SPIKE IN POWER POLE WITH REFERENCE TAG.
 AH4775
 AH4775                          STATION RECOVERY (2001)
 AH4775
 AH4775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 AH4775'STATION RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES. SR
 AH4775'1380 IS FEDERAL ROAD EXTENSION, AND WOODALL DAIRY ROAD IS NOW SR 1381.
 AH4775'THE POWER POLE WITH RR SPIKE IS GONE, LOCATED 51.2 FT (15.6 M) EAST OF
 AH4775'AND ACROSS ROAD FROM A LONE CEDAR, 25.2 FT (7.7 M) WEST-SOUTHWEST OF
 AH4775'POWER POLE (7E350) WITH A REFERENCE TAG, 143.4 FT (43.7 M) NORTHWEST
 AH4775'OF A FIRE HYDRANT AND 2.5 FT (0.8 M) NORTHEAST OF THE EDGE OF
 AH4775'PAVEMENT.
 AH4775
 AH4775                          STATION RECOVERY (2007)
 AH4775
 AH4775'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4775'THE 2001 DESCRIPTION IS ADEQUATE. THE MARK IS RECESSED 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4772 ***********************************************************************
 AH4772  DESIGNATION -  7 JMS 7
 AH4772  PID         -  AH4772
 AH4772  STATE/COUNTY-  NC/JOHNSTON
 AH4772  USGS QUAD   -  BENSON (1973)
 AH4772
 AH4772                         *CURRENT SURVEY CONTROL
 AH4772  ___________________________________________________________________
 AH4772* NAD 83(2007)-  35 26 40.80883(N)    078 32 19.07087(W)     ADJUSTED  
 AH4772* NAVD 88     -        84.21   (meters)     276.3    (feet)  LEVELING  
 AH4772  ___________________________________________________________________
 AH4772  EPOCH DATE  -        2002.00
 AH4772  X           -   1,033,677.737 (meters)                     COMP
 AH4772  Y           -  -5,098,280.886 (meters)                     COMP
 AH4772  Z           -   3,678,197.716 (meters)                     COMP
 AH4772  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 AH4772  ELLIP HEIGHT-          50.435 (meters)          (02/10/07) ADJUSTED
 AH4772  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AH4772
 AH4772  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4772  Type    PID    Designation                      North   East  Ellip
 AH4772  -------------------------------------------------------------------
 AH4772  NETWORK AH4772 7 JMS 7                           1.02   1.06   1.80
 AH4772  -------------------------------------------------------------------
 AH4772  VERT ORDER  -  THIRD ?
 AH4772
 AH4772.The horizontal coordinates were established by GPS observations
 AH4772.and adjusted by the National Geodetic Survey in February 2007.
 AH4772
 AH4772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4772.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4772.The horizontal coordinates are valid at the epoch date displayed above.
 AH4772.The epoch date for horizontal control is a decimal equivalence
 AH4772.of Year/Month/Day.
 AH4772
 AH4772.The orthometric height was determined by differential leveling.
 AH4772.The vertical network tie was performed by a horz. field party for horz.
 AH4772.obs reductions. Reset procedures were used to establish the elevation.
 AH4772
 AH4772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4772
 AH4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4772
 AH4772.The ellipsoidal height was determined by GPS observations
 AH4772.and is referenced to NAD 83.
 AH4772
 AH4772.The geoid height was determined by GEOID03.
 AH4772
 AH4772;                    North         East     Units Scale Factor Converg.
 AH4772;SPC NC       -   188,087.471   651,484.402   MT  0.99987824   +0 15 58.6
 AH4772;SPC NC       -   617,083.64  2,137,411.74   sFT  0.99987824   +0 15 58.6
 AH4772;UTM  17      - 3,925,140.799   723,404.869   MT  1.00021510   +1 25 40.7
 AH4772
 AH4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4772!SPC NC       -   0.99999208  x   0.99987824  =   0.99987032
 AH4772!UTM  17      -   0.99999208  x   1.00021510  =   1.00020718
 AH4772
 AH4772:                Primary Azimuth Mark                     Grid Az
 AH4772:SPC NC       -  REST                                     134 35 12.6
 AH4772:UTM  17      -  REST                                     133 25 30.5
 AH4772
 AH4772|---------------------------------------------------------------------|
 AH4772| PID    Reference Object                     Distance      Geod. Az  |
 AH4772|                                                           dddmmss.s |
 AH4772| AH4773 REST                                APPROX. 0.5 KM 1345111.2 |
 AH4772|---------------------------------------------------------------------|
 AH4772
 AH4772                          SUPERSEDED SURVEY CONTROL
 AH4772
 AH4772  NAD 83(2001)-  35 26 40.80901(N)    078 32 19.07074(W) AD(       ) 1
 AH4772  ELLIP H (03/13/03)   50.444  (m)                       GP(       ) 4 2
 AH4772  NAD 83(1986)-  35 26 40.81488(N)    078 32 19.08065(W) AD(       ) 1
 AH4772
 AH4772.Superseded values are not recommended for survey control.
 AH4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4772.See file dsdata.txt to determine how the superseded data were derived.
 AH4772
 AH4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2340525141(NAD 83)
 AH4772_MARKER: DD = SURVEY DISK
 AH4772_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4772_STAMPING: 7 JMS 7 1978
 AH4772_MARK LOGO: NCDOT 
 AH4772_PROJECTION: FLUSH
 AH4772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4772+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2007
 AH4772
 AH4772  HISTORY     - Date     Condition        Report By
 AH4772  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4772  HISTORY     - 19911022 GOOD             NCGS
 AH4772  HISTORY     - 20071115 GOOD             GEOCAC
 AH4772
 AH4772                          STATION DESCRIPTION
 AH4772
 AH4772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4772'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) NORTH OF BENSON. PROCEED
 AH4772'ALONG SR 1308 (ELEVATION RD) FOR 1.15 MI (1.85 KM) EAST FROM NC 50,
 AH4772'THENCE SOUTHEAST ALONG SR 1362 (WALDEN POND RD) FOR 0.1 MI (0.2 KM) TO
 AH4772'STATION AT SOUTH EDGE OF--ELEVATION UNITED METHODIST CHURCH--CEMETERY.
 AH4772'MARK IS 1-FOOT LOWER THAN ROAD AND RECESSED 6 INCHES BELOW GROUND.
 AH4772'LOCATED 74.7 FT (22.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 AH4772'12.0 FT (3.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF AN UNPAVED FIELD
 AH4772'ROAD, 49.5 FT (15.1 M) EAST OF THE--PVT DAVID D. POPE--HEADSTONE, 28.7
 AH4772'FT (8.7 M) SOUTH-SOUTHEAST OF THE SOUTH END OF THE--JAMES AND JOYCE
 AH4772'HIGGINS--HEADSTONE, AND 45.4 FT (13.8 M) SOUTH OF A 12-INCH OAK WITH
 AH4772'REFERENCE TAG.
 AH4772
 AH4772                          STATION RECOVERY (2007)
 AH4772
 AH4772'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4800 ***********************************************************************
 AH4800  DESIGNATION -  7 JMS 8
 AH4800  PID         -  AH4800
 AH4800  STATE/COUNTY-  NC/JOHNSTON
 AH4800  USGS QUAD   -  BENSON (1973)
 AH4800
 AH4800                         *CURRENT SURVEY CONTROL
 AH4800  ___________________________________________________________________
 AH4800* NAD 83(2001)-  35 27 02.27181(N)    078 31 54.49544(W)     ADJUSTED  
 AH4800* NAVD 88     -        80.38   (meters)     263.7    (feet)  LEVELING  
 AH4800  ___________________________________________________________________
 AH4800  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 AH4800  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AH4800  HORZ ORDER  -  SECOND
 AH4800  VERT ORDER  -  THIRD
 AH4800
 AH4800.The horizontal coordinates were established by classical geodetic methods
 AH4800.and adjusted by the National Geodetic Survey in August 2005.
 AH4800
 AH4800.The orthometric height was determined by differential leveling.
 AH4800.The vertical network tie was performed by a horz. field party for horz.
 AH4800.obs reductions. Reset procedures were used to establish the elevation.
 AH4800
 AH4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4800
 AH4800.The geoid height was determined by GEOID03.
 AH4800
 AH4800;                    North         East     Units Scale Factor Converg.
 AH4800;SPC NC       -   188,751.754   652,100.990   MT  0.99987859   +0 16 12.8
 AH4800;SPC NC       -   619,263.05  2,139,434.66   sFT  0.99987859   +0 16 12.8
 AH4800;UTM  17      - 3,925,817.677   724,008.065   MT  1.00021842   +1 25 55.7
 AH4800
 AH4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4800!SPC NC       -   0.99999268  x   0.99987859  =   0.99987127
 AH4800!UTM  17      -   0.99999268  x   1.00021842  =   1.00021110
 AH4800
 AH4800                          SUPERSEDED SURVEY CONTROL
 AH4800
 AH4800  NAD 83(1986)-  35 27 02.27770(N)    078 31 54.50533(W) AD(       ) 2
 AH4800
 AH4800.Superseded values are not recommended for survey control.
 AH4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4800.See file dsdata.txt to determine how the superseded data were derived.
 AH4800
 AH4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2400825818(NAD 83)
 AH4800_MARKER: DD = SURVEY DISK
 AH4800_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4800_STAMPING: 7 JMS 8 1978
 AH4800_MARK LOGO: NCDOT 
 AH4800_PROJECTION: FLUSH
 AH4800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4800+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2007
 AH4800
 AH4800  HISTORY     - Date     Condition        Report By
 AH4800  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4800  HISTORY     - 19911022 GOOD             NCGS
 AH4800  HISTORY     - 20071115 GOOD             GEOCAC
 AH4800
 AH4800                          STATION DESCRIPTION
 AH4800
 AH4800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4800'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH OF BENSON. ALONG SR
 AH4800'1308 (ELEVATION RD) FOR ABOUT 275 FT (83.8 M) NORTHEAST FROM THE EAST
 AH4800'END OF THE OVERPASS BRIDGE OF I-40 (NO INTERCHANGE), IN NORTHWEST
 AH4800'CORNER OF A YARD AND IN LINE WITH A ROW OF PINES. MARK IS LEVEL WITH
 AH4800'ROAD AND FLUSH WITH GROUND. LOCATED 26.8 FT (8.2 M) SOUTHEAST OF THE
 AH4800'CENTERLINE OF THE ROAD, 14.0 FT (4.3 M) SOUTHWEST OF THE CENTERLINE OF
 AH4800'A GRAVEL DRIVEWAY, 6.4 FT (2.0 M) SOUTH-SOUTHWEST OF THE SOUTHWEST END
 AH4800'OF THE DRIVEWAY CULVERT, AND 51.4 FT (15.7 M) NORTHWEST OF A UTILITY
 AH4800'POLE WITH REFERENCE TAG.
 AH4800
 AH4800                          STATION RECOVERY (2007)
 AH4800
 AH4800'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4800'HOUSE NUMBER 4501, N/F REBECCA L. STEPHENSON (DEED BOOK 1784-372).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4767 ***********************************************************************
 AH4767  DESIGNATION -  7 JMS 9
 AH4767  PID         -  AH4767
 AH4767  STATE/COUNTY-  NC/JOHNSTON
 AH4767  USGS QUAD   -  BENSON (1973)
 AH4767
 AH4767                         *CURRENT SURVEY CONTROL
 AH4767  ___________________________________________________________________
 AH4767* NAD 83(2007)-  35 28 36.50614(N)    078 32 10.14810(W)     ADJUSTED  
 AH4767* NAVD 88     -        60.74   (meters)     199.3    (feet)  LEVELING  
 AH4767  ___________________________________________________________________
 AH4767  EPOCH DATE  -        2002.00
 AH4767  X           -   1,033,483.342 (meters)                     COMP
 AH4767  Y           -  -5,096,190.066 (meters)                     COMP
 AH4767  Z           -   3,681,088.424 (meters)                     COMP
 AH4767  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 AH4767  ELLIP HEIGHT-          26.965 (meters)          (02/10/07) ADJUSTED
 AH4767  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AH4767
 AH4767  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4767  Type    PID    Designation                      North   East  Ellip
 AH4767  -------------------------------------------------------------------
 AH4767  NETWORK AH4767 7 JMS 9                           1.23   1.04   1.88
 AH4767  -------------------------------------------------------------------
 AH4767  VERT ORDER  -  THIRD ?
 AH4767
 AH4767.The horizontal coordinates were established by GPS observations
 AH4767.and adjusted by the National Geodetic Survey in February 2007.
 AH4767
 AH4767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4767.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4767.The horizontal coordinates are valid at the epoch date displayed above.
 AH4767.The epoch date for horizontal control is a decimal equivalence
 AH4767.of Year/Month/Day.
 AH4767
 AH4767.The orthometric height was determined by differential leveling.
 AH4767.The vertical network tie was performed by a horz. field party for horz.
 AH4767.obs reductions. Reset procedures were used to establish the elevation.
 AH4767
 AH4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4767
 AH4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4767
 AH4767.The ellipsoidal height was determined by GPS observations
 AH4767.and is referenced to NAD 83.
 AH4767
 AH4767.The geoid height was determined by GEOID03.
 AH4767
 AH4767;                    North         East     Units Scale Factor Converg.
 AH4767;SPC NC       -   191,653.746   651,692.745   MT  0.99988028   +0 16 03.8
 AH4767;SPC NC       -   628,784.00  2,138,095.28   sFT  0.99988028   +0 16 03.8
 AH4767;UTM  17      - 3,928,711.767   723,540.877   MT  1.00021584   +1 25 50.0
 AH4767
 AH4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4767!SPC NC       -   0.99999577  x   0.99988028  =   0.99987605
 AH4767!UTM  17      -   0.99999577  x   1.00021584  =   1.00021161
 AH4767
 AH4767|---------------------------------------------------------------------|
 AH4767| PID    Reference Object                     Distance      Geod. Az  |
 AH4767|                                                           dddmmss.s |
 AH4767| AH4768 7 JMS 10                            274.332 METERS 08501     |
 AH4767|---------------------------------------------------------------------|
 AH4767
 AH4767                          SUPERSEDED SURVEY CONTROL
 AH4767
 AH4767  NAD 83(2001)-  35 28 36.50634(N)    078 32 10.14798(W) AD(       ) 1
 AH4767  ELLIP H (03/13/03)   26.972  (m)                       GP(       ) 4 2
 AH4767  NAD 83(1986)-  35 28 36.51271(N)    078 32 10.15764(W) AD(       ) 1
 AH4767
 AH4767.Superseded values are not recommended for survey control.
 AH4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4767.See file dsdata.txt to determine how the superseded data were derived.
 AH4767
 AH4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2354128712(NAD 83)
 AH4767_MARKER: DD = SURVEY DISK
 AH4767_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH4767_STAMPING: 7 JMS 9 1978
 AH4767_MARK LOGO: NCDOT 
 AH4767_PROJECTION: FLUSH
 AH4767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH4767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4767+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991
 AH4767
 AH4767  HISTORY     - Date     Condition        Report By
 AH4767  HISTORY     - 1978     MONUMENTED       NCDOT
 AH4767  HISTORY     - 19911022 GOOD             NCGS
 AH4767
 AH4767                          STATION DESCRIPTION
 AH4767
 AH4767'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4767'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF BENSON. PROCEED
 AH4767'ALONG SR 1319 (LANGDON RD) FOR 0.4 MI (0.6 KM) NORTHEAST FROM THE
 AH4767'OVERPASS OF I-40 (NO INTERCHANGE), THENCE EAST ALONG SR 1328 (GRACE
 AH4767'RD) FOR 0.45 MI (0.72 KM) TO STATION IN SOUTH SHOULDER, AND ABOUT 293
 AH4767'FT (89.3 M) WEST OF A SMALL CEMETERY. MARK IS 1-FOOT LOWER THAN ROAD
 AH4767'AND RECESSED 5 INCHES BELOW GROUND. LOCATED 14.7 FT (4.5 M) SOUTH OF
 AH4767'THE CENTERLINE OF THE ROAD, 12.7 FT (3.9 M) NORTHEAST OF THE SOUTH END
 AH4767'OF A HIGHWAY CULVERT, 103.7 FT (31.6 M) SOUTH OF THE SOUTHEAST CORNER
 AH4767'OF A FRAME HOUSE, AND 116.0 FT (35.4 M) SOUTH-SOUTHWEST OF A RAILROAD
 AH4767'SPIKE IN A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7075 ***********************************************************************
 AE7075  DESIGNATION -  7 JS 54
 AE7075  PID         -  AE7075
 AE7075  STATE/COUNTY-  NC/MECKLENBURG
 AE7075  USGS QUAD   -  HARRISBURG (1993)
 AE7075
 AE7075                         *CURRENT SURVEY CONTROL
 AE7075  ___________________________________________________________________
 AE7075* NAD 83(2001)-  35 19 51.41481(N)    080 44 37.50347(W)     ADJUSTED  
 AE7075* NAVD 88     -       225.65   (+/-2cm)     740.3    (feet)  VERTCON   
 AE7075  ___________________________________________________________________
 AE7075  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AE7075  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE7075  HORZ ORDER  -  SECOND
 AE7075  VERT ORDER  -  THIRD ? (See Below)
 AE7075
 AE7075.The horizontal coordinates were established by classical geodetic methods
 AE7075.and adjusted by the National Geodetic Survey in August 2005.
 AE7075
 AE7075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7075.The vertical order pertains to the NGVD 29 superseded value.
 AE7075
 AE7075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7075
 AE7075.The geoid height was determined by GEOID03.
 AE7075
 AE7075;                    North         East     Units Scale Factor Converg.
 AE7075;SPC NC       -   176,766.903   451,089.165   MT  0.99987354   -1 00 23.2
 AE7075;SPC NC       -   579,942.75  1,479,948.37   sFT  0.99987354   -1 00 23.2
 AE7075;UTM  17      - 3,909,775.122   523,288.637   MT  0.99960668   +0 08 53.5
 AE7075
 AE7075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7075!SPC NC       -   0.99996937  x   0.99987354  =   0.99984291
 AE7075!UTM  17      -   0.99996937  x   0.99960668  =   0.99957606
 AE7075
 AE7075                          SUPERSEDED SURVEY CONTROL
 AE7075
 AE7075  NAD 83(1986)-  35 19 51.43088(N)    080 44 37.51286(W) AD(       ) 2
 AE7075  NGVD 29 (09/29/97)  225.88   (m)          741.1    (f) LEVELING    3  
 AE7075
 AE7075.Superseded values are not recommended for survey control.
 AE7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7075.See file dsdata.txt to determine how the superseded data were derived.
 AE7075
 AE7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2328909775(NAD 83)
 AE7075_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7075_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7075_STAMPING: 7 JS 54 1960
 AE7075_MARK LOGO: NCSHC 
 AE7075_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE7075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7075
 AE7075  HISTORY     - Date     Condition        Report By
 AE7075  HISTORY     - 1960     MONUMENTED       NCSHC
 AE7075  HISTORY     - 19870601 GOOD             NCGS
 AE7075  HISTORY     - 20030428 MARK NOT FOUND   USPSQD
 AE7075
 AE7075                          STATION DESCRIPTION
 AE7075
 AE7075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7075'STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTHEAST OF DERITA. ALONG
 AE7075'I-85 FOR 2.74 KM (1.70 MI) NORTHEAST FROM SR 2665 (W.T. HARRIS BLVD)
 AE7075'OVERPASS, AT SR 2472 (MALLARD CREEK CHURCH RD), IN CENTER OF LARGE
 AE7075'GRASS ISLAND BETWEEN I-85 AND EXIT RAMP TO MALLARD CREEK CHURCH ROAD.
 AE7075'MARK IS LOCATED 107.9 M (354.0 FT) SOUTH-SOUTHWEST OF CENTERLINE OF SR
 AE7075'2472, 0.15 M (0.49 FT) NORTH-NORTHEAST OF WITNESS POST, AND 83.4 M
 AE7075'(273.6 FT) SOUTH OF POWER POLE WITH A REFERENCE TAG.
 AE7075
 AE7075                          STATION RECOVERY (2003)
 AE7075
 AE7075'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7075'SEARCHED GRASS ISLAND AT I-85 AND MALLARD CREEK CHURCH ROAD WITH
 AE7075'MICRONTA 4001.  NO WPS OR RMS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7095 ***********************************************************************
 AE7095  DESIGNATION -  7 JS 56
 AE7095  PID         -  AE7095
 AE7095  STATE/COUNTY-  NC/MECKLENBURG
 AE7095  USGS QUAD   -  HARRISBURG (1993)
 AE7095
 AE7095                         *CURRENT SURVEY CONTROL
 AE7095  ___________________________________________________________________
 AE7095* NAD 83(2001)-  35 19 19.60123(N)    080 44 07.95180(W)     ADJUSTED  
 AE7095* NAVD 88     -       192.1    (meters)     630.     (feet)  VERTCON   
 AE7095  ___________________________________________________________________
 AE7095  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AE7095  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AE7095  HORZ ORDER  -  SECOND
 AE7095
 AE7095.The horizontal coordinates were established by classical geodetic methods
 AE7095.and adjusted by the National Geodetic Survey in August 2005.
 AE7095
 AE7095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7095
 AE7095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7095
 AE7095.The geoid height was determined by GEOID03.
 AE7095
 AE7095;                    North         East     Units Scale Factor Converg.
 AE7095;SPC NC       -   175,773.653   451,818.154   MT  0.99987334   -1 00 06.1
 AE7095;SPC NC       -   576,684.06  1,482,340.06   sFT  0.99987334   -1 00 06.1
 AE7095;UTM  17      - 3,908,797.025   524,037.293   MT  0.99960712   +0 09 10.5
 AE7095
 AE7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7095!SPC NC       -   0.99997463  x   0.99987334  =   0.99984798
 AE7095!UTM  17      -   0.99997463  x   0.99960712  =   0.99958176
 AE7095
 AE7095                          SUPERSEDED SURVEY CONTROL
 AE7095
 AE7095  NAD 83(1986)-  35 19 19.61798(N)    080 44 07.96200(W) AD(       ) 2
 AE7095  NGVD 29 (09/29/97)  192.3    (m)          631.     (f) VERT ANG    3  
 AE7095
 AE7095.Superseded values are not recommended for survey control.
 AE7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7095.See file dsdata.txt to determine how the superseded data were derived.
 AE7095
 AE7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2403708797(NAD 83)
 AE7095_MARKER: DS = TRIANGULATION STATION DISK
 AE7095_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7095_STAMPING: 7 JS 56 1960
 AE7095_MARK LOGO: NCSHC 
 AE7095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE7095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7095
 AE7095  HISTORY     - Date     Condition        Report By
 AE7095  HISTORY     - 1960     MONUMENTED       NCSHC
 AE7095  HISTORY     - 19870101 GOOD             NCGS
 AE7095  HISTORY     - 20030430 MARK NOT FOUND   USPSQD
 AE7095
 AE7095                          STATION DESCRIPTION
 AE7095
 AE7095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7095'RECOVERED AS DESCRIBED.
 AE7095
 AE7095                          STATION RECOVERY (2003)
 AE7095
 AE7095'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7095'NO DESCRIPTION GIVEN FOR THIS MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7883 ***********************************************************************
 DG7883  DESIGNATION -  7 JS 6
 DG7883  PID         -  DG7883
 DG7883  STATE/COUNTY-  NC/CABARRUS
 DG7883  USGS QUAD   -  HARRISBURG (1993)
 DG7883
 DG7883                         *CURRENT SURVEY CONTROL
 DG7883  ___________________________________________________________________
 DG7883* NAD 83(2007)-  35 21 59.90039(N)    080 43 26.40341(W)     ADJUSTED  
 DG7883* NAVD 88     -       208.88   (meters)     685.3    (feet)  LEVELING  
 DG7883  ___________________________________________________________________
 DG7883  EPOCH DATE  -        2002.00
 DG7883  X           -     839,340.237 (meters)                     COMP
 DG7883  Y           -  -5,139,042.821 (meters)                     COMP
 DG7883  Z           -   3,671,215.407 (meters)                     COMP
 DG7883  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DG7883  ELLIP HEIGHT-         178.365 (meters)          (02/10/07) ADJUSTED
 DG7883  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 DG7883
 DG7883  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7883  Type    PID    Designation                      North   East  Ellip
 DG7883  -------------------------------------------------------------------
 DG7883  NETWORK DG7883 7 JS 6                            1.27   1.06   2.43
 DG7883  -------------------------------------------------------------------
 DG7883  VERT ORDER  -  THIRD ?
 DG7883
 DG7883.The horizontal coordinates were established by GPS observations
 DG7883.and adjusted by the National Geodetic Survey in February 2007.
 DG7883
 DG7883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7883.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7883.The horizontal coordinates are valid at the epoch date displayed above.
 DG7883.The epoch date for horizontal control is a decimal equivalence
 DG7883.of Year/Month/Day.
 DG7883
 DG7883.The orthometric height was determined by differential leveling.
 DG7883.The vertical network tie was performed by a horz. field party for horz.
 DG7883.obs reductions. Reset procedures were used to establish the elevation.
 DG7883
 DG7883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7883
 DG7883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7883
 DG7883.The ellipsoidal height was determined by GPS observations
 DG7883.and is referenced to NAD 83.
 DG7883
 DG7883.The geoid height was determined by GEOID03.
 DG7883
 DG7883;                    North         East     Units Scale Factor Converg.
 DG7883;SPC NC       -   180,694.195   452,953.073   MT  0.99987459   -0 59 42.2
 DG7883;SPC NC       -   592,827.54  1,486,063.54   sFT  0.99987459   -0 59 42.2
 DG7883;UTM  17      - 3,913,738.121   525,072.547   MT  0.99960775   +0 09 35.1
 DG7883
 DG7883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7883!SPC NC       -   0.99997200  x   0.99987459  =   0.99984660
 DG7883!UTM  17      -   0.99997200  x   0.99960775  =   0.99957977
 DG7883
 DG7883:                Primary Azimuth Mark                     Grid Az
 DG7883:SPC NC       -  QUAY                                     317 28 18.1
 DG7883:UTM  17      -  QUAY                                     316 19 00.8
 DG7883
 DG7883|---------------------------------------------------------------------|
 DG7883| PID    Reference Object                     Distance      Geod. Az  |
 DG7883|                                                           dddmmss.s |
 DG7883| DG7884 QUAY                                477.170 METERS 3162835.9 |
 DG7883|---------------------------------------------------------------------|
 DG7883
 DG7883                          SUPERSEDED SURVEY CONTROL
 DG7883
 DG7883  NAD 83(1986)-  35 21 59.91551(N)    080 43 26.41251(W) AD(       ) 1
 DG7883  NAD 83(2001)-  35 21 59.90053(N)    080 43 26.40361(W) AD(       ) 1
 DG7883  ELLIP H (11/01/04)  178.349  (m)                       GP(       ) 4 2
 DG7883
 DG7883.Superseded values are not recommended for survey control.
 DG7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7883.See file dsdata.txt to determine how the superseded data were derived.
 DG7883
 DG7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2507313738(NAD 83)
 DG7883_MARKER: DD = SURVEY DISK
 DG7883_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7883_STAMPING: 7 JS 6 1960 686.070
 DG7883_MARK LOGO: NCSHC 
 DG7883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7883+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 DG7883
 DG7883  HISTORY     - Date     Condition        Report By
 DG7883  HISTORY     - 1960     MONUMENTED       NCSHC
 DG7883  HISTORY     - 20000913 GOOD             NCGS
 DG7883
 DG7883                          STATION DESCRIPTION
 DG7883
 DG7883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG7883'STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF CHARLOTTE AND
 DG7883'8.5 MI (13.7 KM) SOUTHWEST OF CONCORD. PROCEED ALONG CONCORD MILLS
 DG7883'BLVD FOR 1.0 MI (1.6 KM) WEST FROM I-85 (EXIT 49), THENCE SOUTH FOR
 DG7883'0.25 MI (0.40 KM) ALONG DERITA ROAD, THENCE EAST FOR 0.2 MI (0.3 KM)
 DG7883'ALONG CAROLINA LILLY LANE, THENCE SOUTHEAST FOR 0.45 MI (0.72 KM)
 DG7883'ALONG QUAY ROAD, ON THE SOUTH SIDE OF THE ROAD. MARK IS ABOUT 3-FEET
 DG7883'HIGHER THAN QUAY ROAD AND PROJECTS 6 INCHES ABOVE GROUND.  LOCATED
 DG7883'42.5 FT (13.0 M) SOUTH OF THE CENTERLINE OF QUAY ROAD, 110.0 FT (33.5
 DG7883'M) EAST OF A TELEPHONE PEDESTAL, AND 14.0 FT (4.3 M) WEST OF A 4-INCH
 DG7883'PINE, 80.0 FT (24.4 M) SOUTH-SOUTHEAST OF A POWER POLE--BOTH WITH
 DG7883'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7070 ***********************************************************************
 AE7070  DESIGNATION -  7 JS 63
 AE7070  PID         -  AE7070
 AE7070  STATE/COUNTY-  NC/MECKLENBURG
 AE7070  USGS QUAD   -  HARRISBURG (1993)
 AE7070
 AE7070                         *CURRENT SURVEY CONTROL
 AE7070  ___________________________________________________________________
 AE7070* NAD 83(2001)-  35 20 24.24789(N)    080 44 34.79713(W)     ADJUSTED  
 AE7070* NAVD 88     -       216.096  (meters)     708.98   (feet)  ADJUSTED  
 AE7070  ___________________________________________________________________
 AE7070  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AE7070  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AE7070  DYNAMIC HT  -         215.900 (meters)     708.33  (feet)  COMP
 AE7070  MODELED GRAV-     979,720.3   (mgal)                       NAVD 88
 AE7070
 AE7070  HORZ ORDER  -  SECOND
 AE7070  VERT ORDER  -  SECOND    CLASS II
 AE7070
 AE7070.The horizontal coordinates were established by classical geodetic methods
 AE7070.and adjusted by the National Geodetic Survey in August 2005.
 AE7070
 AE7070.The orthometric height was determined by differential leveling
 AE7070.and adjusted in January 2005.
 AE7070.No vertical observational check was made to the station.
 AE7070
 AE7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7070
 AE7070.The geoid height was determined by GEOID03.
 AE7070
 AE7070.The dynamic height is computed by dividing the NAVD 88
 AE7070.geopotential number by the normal gravity value computed on the
 AE7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7070.degrees latitude (g = 980.6199 gals.).
 AE7070
 AE7070.The modeled gravity was interpolated from observed gravity values.
 AE7070
 AE7070;                    North         East     Units Scale Factor Converg.
 AE7070;SPC NC       -   177,777.286   451,175.258   MT  0.99987377   -1 00 21.6
 AE7070;SPC NC       -   583,257.65  1,480,230.83   sFT  0.99987377   -1 00 21.6
 AE7070;UTM  17      - 3,910,786.765   523,354.335   MT  0.99960672   +0 08 55.2
 AE7070
 AE7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7070!SPC NC       -   0.99997087  x   0.99987377  =   0.99984464
 AE7070!UTM  17      -   0.99997087  x   0.99960672  =   0.99957760
 AE7070
 AE7070                          SUPERSEDED SURVEY CONTROL
 AE7070
 AE7070  NAD 83(1986)-  35 20 24.26403(N)    080 44 34.80652(W) AD(       ) 2
 AE7070  NGVD 29 (09/29/97)  216.37   (m)          709.9    (f) LEVELING    3  
 AE7070
 AE7070.Superseded values are not recommended for survey control.
 AE7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7070.See file dsdata.txt to determine how the superseded data were derived.
 AE7070
 AE7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2335410787(NAD 83)
 AE7070_MARKER: DD = SURVEY DISK
 AE7070_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7070_STAMPING: 7 JS 63 1960
 AE7070_MARK LOGO: NCSHC 
 AE7070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7070+STABILITY: SURFACE MOTION
 AE7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7070+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 AE7070
 AE7070  HISTORY     - Date     Condition        Report By
 AE7070  HISTORY     - 1960     MONUMENTED       NCSHC
 AE7070  HISTORY     - 19870601 GOOD             NCGS
 AE7070  HISTORY     - 19990223 GOOD             NCGS
 AE7070  HISTORY     - 20030428 MARK NOT FOUND   USPSQD
 AE7070  HISTORY     - 20030501 GOOD             NCGS
 AE7070  HISTORY     - 20060906 GOOD             USPSQD
 AE7070
 AE7070                          STATION DESCRIPTION
 AE7070
 AE7070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7070'STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) NORTHEAST OF DERITA AND
 AE7070'8.53 KM (5.30 MI) WEST OF HARRISBURG. ALONG I-85 FOR 3.62 KM (2.25 MI)
 AE7070'NORTHWEST FROM SR 2665 (W.T. HARRIS BLVD) OVERPASS, OR 1.93 KM (1.20
 AE7070'MI) SOUTH OF SR 2467 OVERPASS, ON A 15-FOOT CUT. MARK IS LEVEL WITH
 AE7070'ROAD AND PROJECTS 5 INCHES ABOVE GROUND.  LOCATED 143.5 M (470.8 FT)
 AE7070'WEST OF STATION--OLDROAD--1987.
 AE7070
 AE7070                          STATION RECOVERY (1999)
 AE7070
 AE7070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AE7070'RECOVERED AS DESCRIBED.
 AE7070
 AE7070                          STATION RECOVERY (2003)
 AE7070
 AE7070'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7070'HEAVY CONSTRUCTION HERE.  MARK MAY BE LOST.
 AE7070
 AE7070                          STATION RECOVERY (2003)
 AE7070
 AE7070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 AE7070'RECOVERED AS DESCRIBED.
 AE7070
 AE7070                          STATION RECOVERY (2006)
 AE7070
 AE7070'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE7070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7067 ***********************************************************************
 AE7067  DESIGNATION -  7 JS 66
 AE7067  PID         -  AE7067
 AE7067  STATE/COUNTY-  NC/CABARRUS
 AE7067  USGS QUAD   -  KANNAPOLIS (1993)
 AE7067
 AE7067                         *CURRENT SURVEY CONTROL
 AE7067  ___________________________________________________________________
 AE7067* NAD 83(2001)-  35 22 55.16661(N)    080 42 11.35602(W)     ADJUSTED  
 AE7067* NAVD 88     -       198.24   (+/-2cm)     650.4    (feet)  VERTCON   
 AE7067  ___________________________________________________________________
 AE7067  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AE7067  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AE7067  HORZ ORDER  -  SECOND
 AE7067  VERT ORDER  -  THIRD ? (See Below)
 AE7067
 AE7067.The horizontal coordinates were established by classical geodetic methods
 AE7067.and adjusted by the National Geodetic Survey in August 2005.
 AE7067
 AE7067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7067.The vertical order pertains to the NGVD 29 superseded value.
 AE7067
 AE7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7067
 AE7067.The geoid height was determined by GEOID03.
 AE7067
 AE7067;                    North         East     Units Scale Factor Converg.
 AE7067;SPC NC       -   182,364.270   454,876.281   MT  0.99987516   -0 58 58.8
 AE7067;SPC NC       -   598,306.78  1,492,373.27   sFT  0.99987516   -0 58 58.8
 AE7067;UTM  17      - 3,915,446.162   526,961.202   MT  0.99960896   +0 10 18.8
 AE7067
 AE7067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7067!SPC NC       -   0.99997368  x   0.99987516  =   0.99984885
 AE7067!UTM  17      -   0.99997368  x   0.99960896  =   0.99958265
 AE7067
 AE7067                          SUPERSEDED SURVEY CONTROL
 AE7067
 AE7067  NAD 83(1986)-  35 22 55.18267(N)    080 42 11.36427(W) AD(       ) 2
 AE7067  NGVD 29 (09/29/97)  198.48   (m)          651.2    (f) LEVELING    3  
 AE7067
 AE7067.Superseded values are not recommended for survey control.
 AE7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7067.See file dsdata.txt to determine how the superseded data were derived.
 AE7067
 AE7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2696115446(NAD 83)
 AE7067_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7067_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7067_STAMPING: 7 JS 66 1960
 AE7067_MARK LOGO: NCSHC 
 AE7067_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE7067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7067+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2007
 AE7067
 AE7067  HISTORY     - Date     Condition        Report By
 AE7067  HISTORY     - 1960     MONUMENTED       NCSHC
 AE7067  HISTORY     - 19870601 GOOD             NCGS
 AE7067  HISTORY     - 20070330 GOOD             NCDOT
 AE7067
 AE7067                          STATION DESCRIPTION
 AE7067
 AE7067'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7067'STATION IS LOCATED ABOUT 11.75 KM (7.30 MI) WEST OF CONCORD AND 12.87
 AE7067'KM (8.00 MI) EAST OF HUNTERSVILLE. MARK IS 2 FEET HIGHER THAN ROAD AND
 AE7067'PROJECTS 5 INCHES ABOVE GROUND. LOCATED 8.8 M (28.9 FT)
 AE7067'NORTH-NORTHEAST OF SR 1438, 11.6 M (38.1 FT) NORTHWEST OF CULVERT--AND
 AE7067'2.1 M (6.9 FT) SOUTHWEST OF 6-INCH PINE, 5.8 M (19.0 FT) SOUTHEAST OF
 AE7067'12-INCH PINE--BOTH WITH REFERENCE TAGS.
 AE7067
 AE7067                          STATION RECOVERY (2007)
 AE7067
 AE7067'RECOVERY NOTE BY 
NC DOT 2007 (JIJ)
 AE7067'15 FEET WEST OF THE WEST END OF A STONE AND BRICK SIGN FOR KINGS WAY
 AE7067'BAPTIST CHURCH. 11 FEET NNW OF THE WEST END OF AN 18 INCH PLASTIC
 AE7067'DRIVEWAY PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7065 ***********************************************************************
 AE7065  DESIGNATION -  7 JS 9
 AE7065  PID         -  AE7065
 AE7065  STATE/COUNTY-  NC/CABARRUS
 AE7065  USGS QUAD   -  KANNAPOLIS (1993)
 AE7065
 AE7065                         *CURRENT SURVEY CONTROL
 AE7065  ___________________________________________________________________
 AE7065* NAD 83(2001)-  35 24 04.49767(N)    080 41 47.07205(W)     ADJUSTED  
 AE7065* NAVD 88     -       227.17   (+/-2cm)     745.3    (feet)  VERTCON   
 AE7065  ___________________________________________________________________
 AE7065  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AE7065  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AE7065  HORZ ORDER  -  SECOND
 AE7065  VERT ORDER  -  THIRD ? (See Below)
 AE7065
 AE7065.The horizontal coordinates were established by classical geodetic methods
 AE7065.and adjusted by the National Geodetic Survey in August 2005.
 AE7065
 AE7065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7065.The vertical order pertains to the NGVD 29 superseded value.
 AE7065
 AE7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7065
 AE7065.The geoid height was determined by GEOID03.
 AE7065
 AE7065;                    North         East     Units Scale Factor Converg.
 AE7065;SPC NC       -   184,489.901   455,525.535   MT  0.99987598   -0 58 44.8
 AE7065;SPC NC       -   605,280.62  1,494,503.36   sFT  0.99987598   -0 58 44.8
 AE7065;UTM  17      - 3,917,583.878   527,567.318   MT  0.99960937   +0 10 33.1
 AE7065
 AE7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7065!SPC NC       -   0.99996915  x   0.99987598  =   0.99984513
 AE7065!UTM  17      -   0.99996915  x   0.99960937  =   0.99957853
 AE7065
 AE7065                          SUPERSEDED SURVEY CONTROL
 AE7065
 AE7065  NAD 83(1986)-  35 24 04.51376(N)    080 41 47.07962(W) AD(       ) 2
 AE7065  NGVD 29 (09/29/97)  227.41   (m)          746.1    (f) LEVELING    3  
 AE7065
 AE7065.Superseded values are not recommended for survey control.
 AE7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7065.See file dsdata.txt to determine how the superseded data were derived.
 AE7065
 AE7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2756717584(NAD 83)
 AE7065_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7065_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE7065_STAMPING: 7 JS 9 1960
 AE7065_MARK LOGO: NCSHC 
 AE7065_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE7065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7065+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2007
 AE7065
 AE7065  HISTORY     - Date     Condition        Report By
 AE7065  HISTORY     - 1960     MONUMENTED       NCSHC
 AE7065  HISTORY     - 19870601 GOOD             NCGS
 AE7065  HISTORY     - 20070330 GOOD             NCDOT
 AE7065
 AE7065                          STATION DESCRIPTION
 AE7065
 AE7065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7065'STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) WEST OF CONCORD, 11.7 KM
 AE7065'(7.3 MI) SOUTHWEST OF KANNAPOLIS. MARK PROJECTS 4 INCHES ABOVE GROUND.
 AE7065'LOCATED 0.3 MI (0.5 KM) WEST ALONG SR 1394 FROM POPLAR TENT
 AE7065'PRESBYTERIAN CHURCH, ON LEFT OF HIGHWAY, 219.2 M (719.2 FT) NORTHEAST
 AE7065'OF STATION--TENT--.
 AE7065
 AE7065                          STATION RECOVERY (2007)
 AE7065
 AE7065'RECOVERY NOTE BY 
NC DOT 2007 (JIJ)
 AE7065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4858 ***********************************************************************
 FA4858  DESIGNATION -  7 JWG
 FA4858  PID         -  FA4858
 FA4858  STATE/COUNTY-  NC/CLEVELAND
 FA4858  USGS QUAD   -  WACO (1973)
 FA4858
 FA4858                         *CURRENT SURVEY CONTROL
 FA4858  ___________________________________________________________________
 FA4858* NAD 83(2001)-  35 22 07.72632(N)    081 24 50.08290(W)     ADJUSTED  
 FA4858* NAVD 88     -       249.81   (+/-2cm)     819.6    (feet)  VERTCON   
 FA4858  ___________________________________________________________________
 FA4858  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 FA4858  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FA4858  HORZ ORDER  -  SECOND
 FA4858  VERT ORDER  -  THIRD ? (See Below)
 FA4858
 FA4858.The horizontal coordinates were established by classical geodetic methods
 FA4858.and adjusted by the National Geodetic Survey in August 2005.
 FA4858
 FA4858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4858.The vertical order pertains to the NGVD 29 superseded value.
 FA4858
 FA4858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4858
 FA4858.The geoid height was determined by GEOID03.
 FA4858
 FA4858;                    North         East     Units Scale Factor Converg.
 FA4858;SPC NC       -   182,241.760   390,282.047   MT  0.99987467   -1 23 35.7
 FA4858;SPC NC       -   597,904.84  1,280,450.35   sFT  0.99987467   -1 23 35.7
 FA4858;UTM  17      - 3,914,022.871   462,400.000   MT  0.99961742   -0 14 22.5
 FA4858
 FA4858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4858!SPC NC       -   0.99996577  x   0.99987467  =   0.99984045
 FA4858!UTM  17      -   0.99996577  x   0.99961742  =   0.99958321
 FA4858
 FA4858                          SUPERSEDED SURVEY CONTROL
 FA4858
 FA4858  NAD 83(1986)-  35 22 07.74176(N)    081 24 50.08422(W) AD(       ) 2
 FA4858  NGVD 29 (09/01/92)  250.03   (m)          820.3    (f) LEVELING    3  
 FA4858
 FA4858.Superseded values are not recommended for survey control.
 FA4858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4858.See file dsdata.txt to determine how the superseded data were derived.
 FA4858
 FA4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6240014023(NAD 83)
 FA4858_MARKER: DE = TRAVERSE STATION DISK
 FA4858_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4858_SP_SET: CONCRETE WHEEL GUARD
 FA4858_STAMPING: 7 JWG 1973
 FA4858_MARK LOGO: USGS  
 FA4858_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4858
 FA4858  HISTORY     - Date     Condition        Report By
 FA4858  HISTORY     - 1973     MONUMENTED       USGS
 FA4858  HISTORY     - 19840101 GOOD             NCGS
 FA4858  HISTORY     - 19950127 GOOD             USPSQD
 FA4858
 FA4858                          STATION DESCRIPTION
 FA4858
 FA4858'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4858'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF WACO AND 3.5 KM
 FA4858'(2.2 MI) SOUTHWEST OF CHERRYVILLE.
 FA4858'ALONG NC 150 FOR 3.3 KM (2.1 MI) SOUTHWEST FROM NC 274 (IN
 FA4858'CHERRYVILLE), IN A DRILLED HOLE IN WHEEL GUARD OF BRIDGE.
 FA4858'STATION IS LOCATED 5.3 M (17.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 FA4858'OF NC 150, 0.6 M (2.0 FT) WEST-SOUTHWEST OF THE EAST END OF BRIDGE,
 FA4858'9.3 M (30.5 FT) EAST-NORTHEAST OF THE WEST END OF THE BRIDGE, 4.7 M
 FA4858'(15.4 FT) WEST-SOUTHWEST OF THE EAST END OF THE GUARD RAIL, AND 21.6
 FA4858'M (70.9 FT) NORTH-NORTHWEST OF A TELEPHONE POLE (383) WITH A
 FA4858'REFERENCE TAG.  MARK IS LEVEL WITH THE HIGHWAY.
 FA4858
 FA4858                          STATION RECOVERY (1995)
 FA4858
 FA4858'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3839 ***********************************************************************
 AI3839  DESIGNATION -  7 MEA
 AI3839  PID         -  AI3839
 AI3839  STATE/COUNTY-  NC/GRANVILLE
 AI3839  USGS QUAD   -  SATTERWHITE (1981)
 AI3839
 AI3839                         *CURRENT SURVEY CONTROL
 AI3839  ___________________________________________________________________
 AI3839* NAD 83(2001)-  36 22 48.06622(N)    078 39 31.80307(W)     ADJUSTED  
 AI3839* NAVD 88     -       160.25   (+/-2cm)     525.8    (feet)  VERTCON   
 AI3839  ___________________________________________________________________
 AI3839  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 AI3839  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AI3839  HORZ ORDER  -  SECOND
 AI3839  VERT ORDER  -  THIRD (See Below)
 AI3839
 AI3839.The horizontal coordinates were established by classical geodetic methods
 AI3839.and adjusted by the National Geodetic Survey in August 2005.
 AI3839
 AI3839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3839.The vertical order pertains to the NGVD 29 superseded value.
 AI3839
 AI3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3839
 AI3839.The geoid height was determined by GEOID03.
 AI3839
 AI3839;                    North         East     Units Scale Factor Converg.
 AI3839;SPC NC       -   291,821.479   640,215.707   MT  1.00006654   +0 11 48.9
 AI3839;SPC NC       -   957,417.64  2,100,441.03   sFT  1.00006654   +0 11 48.9
 AI3839;UTM  17      - 4,028,645.065   710,004.208   MT  1.00014340   +1 23 20.9
 AI3839
 AI3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3839!SPC NC       -   0.99997980  x   1.00006654  =   1.00004634
 AI3839!UTM  17      -   0.99997980  x   1.00014340  =   1.00012319
 AI3839
 AI3839                          SUPERSEDED SURVEY CONTROL
 AI3839
 AI3839  NAD 83(1986)-  36 22 48.07476(N)    078 39 31.80370(W) AD(       ) 2
 AI3839  NGVD 29 (03/10/00)  160.52   (m)          526.6    (f) LEVELING    3  
 AI3839
 AI3839.Superseded values are not recommended for survey control.
 AI3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3839.See file dsdata.txt to determine how the superseded data were derived.
 AI3839
 AI3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1000428645(NAD 83)
 AI3839_MARKER: DB = BENCH MARK DISK
 AI3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3839_STAMPING: 7 MEA 1977 527
 AI3839_MARK LOGO: USGS  
 AI3839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3839+STABILITY: SURFACE MOTION
 AI3839
 AI3839  HISTORY     - Date     Condition        Report By
 AI3839  HISTORY     - 1977     MONUMENTED       USGS
 AI3839  HISTORY     - 19840501 GOOD             NCGS
 AI3839
 AI3839                          STATION DESCRIPTION
 AI3839
 AI3839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3839'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) SOUTHEAST OF OAK HILL, AND
 AI3839'9.9 KM (6.15 MI) NORTHWEST OF OXFORD. ALONG NC 96 FOR 8.7 KM (5.40 MI)
 AI3839'SOUTHEAST FROM SR 1321 (IN OAK HILL),AT SR 1458, AND 0.2 KM (0.10 MI)
 AI3839'SOUTHWEST OF NORTH GRANVILLE PRIVATE SCHOOL. MARK PROJECTS 6 INCHES
 AI3839'ABOVE GROUND AND IS 1 FOOT HIGHER THAN THE ROAD.  LOCATED 36.0 M
 AI3839'(118.1 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT 38 M (125
 AI3839'FT) EAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND ROAD, 0.6 M
 AI3839'(2.0 FT) NORTHEAST OF A FENCE CORNER, 0.15 (0.5 FT) SOUTHWEST OF A
 AI3839'WITNESS POST, AND 62.5 M (205 FT) SOUTHEAST OF NCGS STATION--REST
 AI3839'1984--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1325 ***********************************************************************
 FA1325  DESIGNATION -  7 WDK
 FA1325  PID         -  FA1325
 FA1325  STATE/COUNTY-  NC/RUTHERFORD
 FA1325  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA1325
 FA1325                         *CURRENT SURVEY CONTROL
 FA1325  ___________________________________________________________________
 FA1325* NAD 83(1986)-  35 23 51.     (N)    081 54 00.     (W)     SCALED    
 FA1325* NAVD 88     -       305.968  (meters)    1003.83   (feet)  ADJUSTED  
 FA1325  ___________________________________________________________________
 FA1325  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA1325  DYNAMIC HT  -         305.667 (meters)    1002.84  (feet)  COMP
 FA1325  MODELED GRAV-     979,641.9   (mgal)                       NAVD 88
 FA1325
 FA1325  VERT ORDER  -  SECOND    CLASS II
 FA1325
 FA1325.The horizontal coordinates were scaled from a topographic map and have
 FA1325.an estimated accuracy of +/- 6 seconds.
 FA1325
 FA1325.The orthometric height was determined by differential leveling
 FA1325.and adjusted in June 1991.
 FA1325
 FA1325.The geoid height was determined by GEOID03.
 FA1325
 FA1325.The dynamic height is computed by dividing the NAVD 88
 FA1325.geopotential number by the normal gravity value computed on the
 FA1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1325.degrees latitude (g = 980.6199 gals.).
 FA1325
 FA1325.The modeled gravity was interpolated from observed gravity values.
 FA1325
 FA1325;                    North         East    Units  Estimated Accuracy
 FA1325;SPC NC       -   186,610.      346,220.      MT  (+/- 180 meters Scaled)
 FA1325
 FA1325                          SUPERSEDED SURVEY CONTROL
 FA1325
 FA1325  NGVD 29 (??/??/92)  306.227  (m)         1004.68   (f) ADJ UNCH    2 2
 FA1325
 FA1325.Superseded values are not recommended for survey control.
 FA1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1325.See file dsdata.txt to determine how the superseded data were derived.
 FA1325
 FA1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV182174(NAD 83)
 FA1325_MARKER: DB = BENCH MARK DISK
 FA1325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA1325_SP_SET: GAS PUMP BASE
 FA1325_STAMPING: 7 WDK 1963
 FA1325_MARK LOGO: USGS  
 FA1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1325
 FA1325  HISTORY     - Date     Condition        Report By
 FA1325  HISTORY     - 1963     MONUMENTED       USGS
 FA1325  HISTORY     - 1973     GOOD             NCGS
 FA1325
 FA1325                          STATION DESCRIPTION
 FA1325
 FA1325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1325'2.2 MILES NNE OF SPINDALE.
 FA1325'STATION IS LOCATED APPROXIMATELY 3.8 MILES EAST-NORTHEAST OF
 FA1325'COURTHOUSE IN RUTHERFORDTON.  TO REACH THE STATION FROM INTERSECTION
 FA1325'OF US 64 AND SR 1510 (HUDLOW ROAD) IN SMALL COMMUNITY OF MOUNT VERNON,
 FA1325'PROCEED SOUTHERLY ALONG SR 1510 FOR 1.5 MILES TO SR 1538 AND STATION
 FA1325'IN NORTHWEST QUADRANT OF INTERSECTION IN BASE OF GAS PUMPS, 72.2 FEET
 FA1325'WEST OF CENTERLINE OF SR 1510 (HUDLOW ROAD), 57.3 FEET NORTH OF
 FA1325'CENTERLINE OF SR 1538, 27.0 FEET NORTHEAST OF SOUTHEAST CORNER OF
 FA1325'BLOCK SERVICE STATION, AND 64.7 FEET SOUTH OF POWER POLE NUMBER 1494 B
 FA1325'WITH LIGHT AND ALUMINUM REFERENCE TAG.  DISK IS SET FLUSH IN DRILL
 FA1325'HOLE IN CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2510 ***********************************************************************
 FX2510  DESIGNATION -  7 WSM
 FX2510  PID         -  FX2510
 FX2510  STATE/COUNTY-  NC/HALIFAX
 FX2510  USGS QUAD   -  NORFLEET (1962)
 FX2510
 FX2510                         *CURRENT SURVEY CONTROL
 FX2510  ___________________________________________________________________
 FX2510* NAD 83(1986)-  36 08 32.     (N)    077 17 55.     (W)     SCALED    
 FX2510* NAVD 88     -         8.455  (meters)      27.74   (feet)  ADJUSTED  
 FX2510  ___________________________________________________________________
 FX2510  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 FX2510  DYNAMIC HT  -           8.448 (meters)      27.72  (feet)  COMP
 FX2510  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 FX2510
 FX2510  VERT ORDER  -  SECOND    CLASS II
 FX2510
 FX2510.The horizontal coordinates were scaled from a topographic map and have
 FX2510.an estimated accuracy of +/- 6 seconds.
 FX2510
 FX2510.The orthometric height was determined by differential leveling
 FX2510.and adjusted in June 1991.
 FX2510
 FX2510.The geoid height was determined by GEOID03.
 FX2510
 FX2510.The dynamic height is computed by dividing the NAVD 88
 FX2510.geopotential number by the normal gravity value computed on the
 FX2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2510.degrees latitude (g = 980.6199 gals.).
 FX2510
 FX2510.The modeled gravity was interpolated from observed gravity values.
 FX2510
 FX2510;                    North         East    Units  Estimated Accuracy
 FX2510;SPC NC       -   266,690.      762,720.      MT  (+/- 180 meters Scaled)
 FX2510
 FX2510                          SUPERSEDED SURVEY CONTROL
 FX2510
 FX2510  NGVD 29 (??/??/92)    8.805  (m)           28.89   (f) ADJ UNCH    2 2
 FX2510
 FX2510.Superseded values are not recommended for survey control.
 FX2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2510.See file dsdata.txt to determine how the superseded data were derived.
 FX2510
 FX2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF931021(NAD 83)
 FX2510_MARKER: DD = SURVEY DISK
 FX2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2510_STAMPING: 7 WSM 1959
 FX2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2510+STABILITY: SURFACE MOTION
 FX2510
 FX2510  HISTORY     - Date     Condition        Report By
 FX2510  HISTORY     - 1959     MONUMENTED       NCGS
 FX2510  HISTORY     - 1975     GOOD             NCGS
 FX2510  HISTORY     - 20000901 MARK NOT FOUND   NCGS
 FX2510
 FX2510                          STATION DESCRIPTION
 FX2510
 FX2510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2510'5.0 MI WSW FROM KELFORD.
 FX2510'7 WSM IS LOCATED APPROXIMATELY 7.0 MILES EAST OF SCOTLAND NECK.  TO
 FX2510'REACH STATION FROM INTERSECTION OF US 258 WITH NC 561 NORTH OF
 FX2510'SCOTLAND NECK, PROCEED NORTHEASTERLY ALONG US 258 FOR 1.0 MILE TO SR
 FX2510'1801 SE, THENCE SE ALONG SR 1801 FOR 2.7 MILES TO SR 1800 EAST, THENCE
 FX2510'EAST ALONG SR 1800 FOR 4.6 MILES TO SEABOARD COAST LINE RAILROAD AT
 FX2510'NORFLEET COMMUNITY, AND STATION ON RIGHT IN SE QUADRANT OF THE GRADE
 FX2510'CROSSING.  45.0 FT. WSW OF C/L OF SR 1800, 30.0 FT. SE OF SOUTHERNMOST
 FX2510'RAIL OF RAILROAD TRACK, 8.9 FT. WEST OF CORNER FENCE POST WITH
 FX2510'ALUMINUM REF. TAG, AND 3.0 FT. NNW OF FENCE LINE.  DISK IS SET FLUSH
 FX2510'IN TOP OF CONCRETE PRECAST MONUMENT PROJECTING 1 INCH ABOVE THE
 FX2510'GROUND.
 FX2510
 FX2510                          STATION RECOVERY (2000)
 FX2510
 FX2510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 FX2510'STATION NOT FOUND.  THE RAILROAD TRACK HAS BEEN ABANDONED.  ALL OTHER
 FX2510'REFERENCES HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0108 ***********************************************************************
 EA0108  DESIGNATION -  7.6
 EA0108  PID         -  EA0108
 EA0108  STATE/COUNTY-  NC/CARTERET
 EA0108  USGS QUAD   -  BEAUFORT (1987)
 EA0108
 EA0108                         *CURRENT SURVEY CONTROL
 EA0108  ___________________________________________________________________
 EA0108* NAD 83(1986)-  34 43 18.     (N)    076 41 09.     (W)     SCALED    
 EA0108* NAVD 88     -         2.023  (meters)       6.64   (feet)  ADJUSTED  
 EA0108  ___________________________________________________________________
 EA0108  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA0108  DYNAMIC HT  -           2.021 (meters)       6.63  (feet)  COMP
 EA0108  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 EA0108
 EA0108  VERT ORDER  -  FIRST     CLASS I
 EA0108
 EA0108.The horizontal coordinates were scaled from a topographic map and have
 EA0108.an estimated accuracy of +/- 6 seconds.
 EA0108
 EA0108.The orthometric height was determined by differential leveling
 EA0108.and adjusted in June 1991.
 EA0108
 EA0108.The geoid height was determined by GEOID03.
 EA0108
 EA0108.The dynamic height is computed by dividing the NAVD 88
 EA0108.geopotential number by the normal gravity value computed on the
 EA0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0108.degrees latitude (g = 980.6199 gals.).
 EA0108
 EA0108.The modeled gravity was interpolated from observed gravity values.
 EA0108
 EA0108;                    North         East    Units  Estimated Accuracy
 EA0108;SPC NC       -   110,260.      821,530.      MT  (+/- 180 meters Scaled)
 EA0108
 EA0108                          SUPERSEDED SURVEY CONTROL
 EA0108
 EA0108  NGVD 29 (??/??/92)    2.317  (m)            7.60   (f) ADJ UNCH    1 1
 EA0108
 EA0108.Superseded values are not recommended for survey control.
 EA0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0108.See file dsdata.txt to determine how the superseded data were derived.
 EA0108
 EA0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD456434(NAD 83)
 EA0108_MARKER: Q = CHISELED SQUARE
 EA0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0108_SP_SET: BRIDGE
 EA0108_STAMPING: U.S.B.M.
 EA0108_MARK LOGO: USE   
 EA0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0108
 EA0108  HISTORY     - Date     Condition        Report By
 EA0108  HISTORY     - UNK      MONUMENTED       DOD
 EA0108  HISTORY     - 1963     GOOD             NGS
 EA0108
 EA0108                          STATION DESCRIPTION
 EA0108
 EA0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0108'1.4 MI E FROM MOREHEAD CITY.
 EA0108'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE
 EA0108'AT MOREHEAD CITY, SET ON TOP OF THE NORTHEAST WING WALL AT THE
 EA0108'NORTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER NEWPORT RIVER,
 EA0108'13.9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15.0 FEET
 EA0108'SOUTH OF THE SOUTH RAIL OF BEAUFORT AND MOREHEAD RAILROAD, AND
 EA0108'IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE MARK IS A OUTLINED
 EA0108'CHISELED SQUARE MARKED BY CHISLED LETTERS U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3892 ***********************************************************************
 EY3892  DESIGNATION -  70 33 MP
 EY3892  PID         -  EY3892
 EY3892  STATE/COUNTY-  NC/CRAVEN
 EY3892  USGS QUAD   -  EDWARD (1983)
 EY3892
 EY3892                         *CURRENT SURVEY CONTROL
 EY3892  ___________________________________________________________________
 EY3892* NAD 83(2001)-  35 16 27.29617(N)    076 57 30.52119(W)     ADJUSTED  
 EY3892* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 EY3892  ___________________________________________________________________
 EY3892  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 EY3892  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY3892  HORZ ORDER  -  SECOND
 EY3892
 EY3892.The horizontal coordinates were established by classical geodetic methods
 EY3892.and adjusted by the National Geodetic Survey in August 2005.
 EY3892
 EY3892.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3892
 EY3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3892
 EY3892.The geoid height was determined by GEOID03.
 EY3892
 EY3892;                    North         East     Units Scale Factor Converg.
 EY3892;SPC NC       -   170,994.493   795,307.327   MT  0.99987267   +1 10 41.9
 EY3892;SPC NC       -   561,004.43  2,609,270.79   sFT  0.99987267   +1 10 41.9
 EY3892;UTM  18      - 3,905,215.417   321,872.309   MT  0.99999104   -1 07 52.7
 EY3892
 EY3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3892!SPC NC       -   1.00000431  x   0.99987267  =   0.99987698
 EY3892!UTM  18      -   1.00000431  x   0.99999104  =   0.99999535
 EY3892
 EY3892|---------------------------------------------------------------------|
 EY3892| PID    Reference Object                     Distance      Geod. Az  |
 EY3892|                                                           dddmmss.s |
 EY3892| EY3891 70 30 MP A PT                         7.236 METERS 00437     |
 EY3892| EY3886 TURNSTALL 2                         APPROX. 1.7 KM 0592352.2 |
 EY3892|---------------------------------------------------------------------|
 EY3892
 EY3892                          SUPERSEDED SURVEY CONTROL
 EY3892
 EY3892  NAD 83(1986)-  35 16 27.30665(N)    076 57 30.53037(W) AD(       ) 2
 EY3892  NAD 27      -  35 16 26.72884(N)    076 57 31.73257(W) AD(       ) 2
 EY3892  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG    3  
 EY3892
 EY3892.Superseded values are not recommended for survey control.
 EY3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3892.See file dsdata.txt to determine how the superseded data were derived.
 EY3892
 EY3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2187205215(NAD 83)
 EY3892_MARKER: DD = SURVEY DISK
 EY3892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3892_STAMPING: ET 70 33 MP 1964
 EY3892_MARK LOGO: USGS  
 EY3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3892+STABILITY: SURFACE MOTION
 EY3892
 EY3892  HISTORY     - Date     Condition        Report By
 EY3892  HISTORY     - 1964     MONUMENTED       USGS
 EY3892
 EY3892                          STATION DESCRIPTION
 EY3892
 EY3892'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (JLC)
 EY3892'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF NEW BERN, 8
 EY3892'MILES NORTHEAST OF ASKIN, 5 MILES SOUTHWEST OF EDWARD, AT THE
 EY3892'JUNCTION OF COUNTY ROADS 1003 AND 1622 AND ON THE ROAD RIGHT-OF-WAY
 EY3892'OF COUNTY ROAD 1003.
 EY3892'
 EY3892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND
 EY3892'COUNTY ROAD 1003 IN ASKIN, GO NORTHEAST ON COUNTY ROAD 1003 FOR
 EY3892'5.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST
 EY3892'ON COUNTY ROAD 1003 FOR 2.3 MILES TO A REVERSE FORK ON THE LEFT
 EY3892'AND THE STATION ON THE LEFT AS DESCRIBED.
 EY3892'
 EY3892'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION STATION
 EY3892'MARK DISK STAMPED---ET 70 33 MP 1964---. IT IS SET IN THE TOP OF A
 EY3892'6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 EY3892'ABOVE THE GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE APPROXIMATE
 EY3892'CENTER OF COUNTY ROAD 1622, 42.5 FEET NORTHWEST OF THE CENTER
 EY3892'LINE OF COUNTY ROAD 1003, 37.5 FEET NORTHEAST OF A POWER LINE
 EY3892'POLE AND 1.7 FEET NORTHWEST OF A METAL WITNESS POST.
 EY3892'
 EY3892'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1444 ***********************************************************************
 EB1444  DESIGNATION -  70 MEA
 EB1444  PID         -  EB1444
 EB1444  STATE/COUNTY-  NC/SAMPSON
 EB1444  USGS QUAD   -  ATKINSON (1984)
 EB1444
 EB1444                         *CURRENT SURVEY CONTROL
 EB1444  ___________________________________________________________________
 EB1444* NAD 83(1986)-  34 35 56.     (N)    078 14 29.     (W)     SCALED    
 EB1444* NAVD 88     -         7.387  (meters)      24.24   (feet)  ADJUSTED  
 EB1444  ___________________________________________________________________
 EB1444  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EB1444  DYNAMIC HT  -           7.380 (meters)      24.21  (feet)  COMP
 EB1444  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 EB1444
 EB1444  VERT ORDER  -  FIRST     CLASS II
 EB1444
 EB1444.The horizontal coordinates were scaled from a topographic map and have
 EB1444.an estimated accuracy of +/- 6 seconds.
 EB1444
 EB1444.The orthometric height was determined by differential leveling
 EB1444.and adjusted in June 1991.
 EB1444
 EB1444.The geoid height was determined by GEOID03.
 EB1444
 EB1444.The dynamic height is computed by dividing the NAVD 88
 EB1444.geopotential number by the normal gravity value computed on the
 EB1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1444.degrees latitude (g = 980.6199 gals.).
 EB1444
 EB1444.The modeled gravity was interpolated from observed gravity values.
 EB1444
 EB1444;                    North         East    Units  Estimated Accuracy
 EB1444;SPC NC       -    94,440.      679,190.      MT  (+/- 180 meters Scaled)
 EB1444
 EB1444                          SUPERSEDED SURVEY CONTROL
 EB1444
 EB1444  NGVD 29 (10/06/93)    7.633  (m)           25.04   (f) ADJUSTED    1 2
 EB1444
 EB1444.Superseded values are not recommended for survey control.
 EB1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1444.See file dsdata.txt to determine how the superseded data were derived.
 EB1444
 EB1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU529320(NAD 83)
 EB1444_MARKER: DB = BENCH MARK DISK
 EB1444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1444_SP_SET: 20 FOOT CONCRETE HEADWALL
 EB1444_STAMPING: 70 MEA 1980
 EB1444_MARK LOGO: USGS  
 EB1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1444+STABILITY: SURFACE MOTION
 EB1444
 EB1444  HISTORY     - Date     Condition        Report By
 EB1444  HISTORY     - 1980     MONUMENTED       USGS
 EB1444  HISTORY     - 1980     GOOD             NCGS
 EB1444  HISTORY     - 1987     GOOD             USPSQD
 EB1444
 EB1444                          STATION DESCRIPTION
 EB1444
 EB1444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1444'6.3 MI NW FROM ATKINSON.
 EB1444'IN THE EXTREME SOUTHERN SECTION OF SAMPSON COUNTY, 1.25 MILES SOUTH
 EB1444'ALONG SR 1100 FROM INTERSECTION WITH SR 1105 AT IVANHOE, SET IN THE
 EB1444'SOUTH END OF A HEADWALL ON WEST SIDE OF ROAD, ACROSS FROM A ONE ACRE
 EB1444'POND AND 0.3 MILE SOUTH OF INTERSECTION WITH SR 1102, 23.0 FEET WEST
 EB1444'OF CENTERLINE OF ROAD AND 2.0 FEET NORTH OF SOUTH END OF HEADWALL.
 EB1444'THIS IS A STANDARD USGS DISK.
 EB1444'THE MARK IS 3 FT BELOW ROAD.
 EB1444
 EB1444                          STATION RECOVERY (1987)
 EB1444
 EB1444'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EB1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1314 ***********************************************************************
 EZ1314  DESIGNATION -  70 MGA
 EZ1314  PID         -  EZ1314
 EZ1314  STATE/COUNTY-  NC/CHATHAM
 EZ1314  USGS QUAD   -  MERRY OAKS (1981)
 EZ1314
 EZ1314                         *CURRENT SURVEY CONTROL
 EZ1314  ___________________________________________________________________
 EZ1314* NAD 83(1986)-  35 41 36.     (N)    079 06 07.     (W)     SCALED    
 EZ1314* NAVD 88     -       125.199  (meters)     410.76   (feet)  ADJUSTED  
 EZ1314  ___________________________________________________________________
 EZ1314  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EZ1314  DYNAMIC HT  -         125.094 (meters)     410.41  (feet)  COMP
 EZ1314  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 EZ1314
 EZ1314  VERT ORDER  -  SECOND    CLASS 0
 EZ1314
 EZ1314.The horizontal coordinates were scaled from a topographic map and have
 EZ1314.an estimated accuracy of +/- 6 seconds.
 EZ1314
 EZ1314.The orthometric height was determined by differential leveling
 EZ1314.and adjusted in June 1991.
 EZ1314
 EZ1314.The geoid height was determined by GEOID03.
 EZ1314
 EZ1314.The dynamic height is computed by dividing the NAVD 88
 EZ1314.geopotential number by the normal gravity value computed on the
 EZ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1314.degrees latitude (g = 980.6199 gals.).
 EZ1314
 EZ1314.The modeled gravity was interpolated from observed gravity values.
 EZ1314
 EZ1314;                    North         East    Units  Estimated Accuracy
 EZ1314;SPC NC       -   215,580.      600,380.      MT  (+/- 180 meters Scaled)
 EZ1314
 EZ1314                          SUPERSEDED SURVEY CONTROL
 EZ1314
 EZ1314  NGVD 29 (??/??/92)  125.44   (m)          411.5    (f) COMPUTED    2 0
 EZ1314
 EZ1314.Superseded values are not recommended for survey control.
 EZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1314.See file dsdata.txt to determine how the superseded data were derived.
 EZ1314
 EZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV717515(NAD 83)
 EZ1314_MARKER: DD = SURVEY DISK
 EZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1314_STAMPING: NO 70 MGA 1971
 EZ1314_MARK LOGO: DOD   
 EZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1314+STABILITY: SURFACE MOTION
 EZ1314
 EZ1314  HISTORY     - Date     Condition        Report By
 EZ1314  HISTORY     - 1971     MONUMENTED       DOD
 EZ1314  HISTORY     - 1973     GOOD             NCGS
 EZ1314
 EZ1314                          STATION DESCRIPTION
 EZ1314
 EZ1314'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1314'4.7 MI ESE FROM PITTSBORO.
 EZ1314'TO REACH THE STATION FROM INTERSECTION OF U.S. 64 AND SR 1943
 EZ1314'EAST OF PITTSBORO, PROCEED EAST ALONG SR 1943 FOR 3.4 MILES TO
 EZ1314'INTERSECTION WITH SR 1939, TURN RIGHT AND CONTINUE SOUTH ALONG
 EZ1314'SR 1939 FOR 1.2 MILES TO STATION ON RIGHT, 0.95 MILES NORTH OF
 EZ1314'WOODEN BRIDGE OVER STINKING CREEK, 67.0 FT N OF C/L OF SR 1939,
 EZ1314'175.0 FT S OF C/L OF INTERSECTION OF SR 1939 AND DRIVE LEADING
 EZ1314'WEST, AND 129.0 FT W OF CE MON NO. 60.  DISK IS SET IN TOP OF A
 EZ1314'CONCRETE POST PROJECTING 12 INCHES ABOVE THE SURFACE OF THE
 EZ1314'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0882 ***********************************************************************
 FY0882  DESIGNATION -  701
 FY0882  PID         -  FY0882
 FY0882  STATE/COUNTY-  NC/ALAMANCE
 FY0882  USGS QUAD   -  BURLINGTON (1981)
 FY0882
 FY0882                         *CURRENT SURVEY CONTROL
 FY0882  ___________________________________________________________________
 FY0882* NAD 83(1986)-  36 06 45.     (N)    079 28 16.     (W)     SCALED    
 FY0882* NAVD 88     -       213.277  (meters)     699.73   (feet)  ADJUSTED  
 FY0882  ___________________________________________________________________
 FY0882  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FY0882  DYNAMIC HT  -         213.109 (meters)     699.18  (feet)  COMP
 FY0882  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 FY0882
 FY0882  VERT ORDER  -  FIRST     CLASS I
 FY0882
 FY0882.The horizontal coordinates were scaled from a topographic map and have
 FY0882.an estimated accuracy of +/- 6 seconds.
 FY0882
 FY0882.The orthometric height was determined by differential leveling
 FY0882.and adjusted in June 1991.
 FY0882
 FY0882.The geoid height was determined by GEOID03.
 FY0882
 FY0882.The dynamic height is computed by dividing the NAVD 88
 FY0882.geopotential number by the normal gravity value computed on the
 FY0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0882.degrees latitude (g = 980.6199 gals.).
 FY0882
 FY0882.The modeled gravity was interpolated from observed gravity values.
 FY0882
 FY0882;                    North         East    Units  Estimated Accuracy
 FY0882;SPC NC       -   262,180.      567,190.      MT  (+/- 180 meters Scaled)
 FY0882
 FY0882                          SUPERSEDED SURVEY CONTROL
 FY0882
 FY0882  NGVD 29 (??/??/92)  213.531  (m)          700.56   (f) ADJ UNCH    1 1
 FY0882
 FY0882.Superseded values are not recommended for survey control.
 FY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0882.See file dsdata.txt to determine how the superseded data were derived.
 FY0882
 FY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV376975(NAD 83)
 FY0882_MARKER: DD = SURVEY DISK
 FY0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0882_SP_SET: OVERPASS
 FY0882_STAMPING: 701 46 HLZ 1967
 FY0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0882
 FY0882  HISTORY     - Date     Condition        Report By
 FY0882  HISTORY     - 1967     MONUMENTED       USGS
 FY0882  HISTORY     - 1967     GOOD             NGS
 FY0882  HISTORY     - 1973     GOOD             NGS
 FY0882  HISTORY     - 1987     GOOD             USPSQD
 FY0882  HISTORY     - 19910706 GOOD             USPSQD
 FY0882
 FY0882                          STATION DESCRIPTION
 FY0882
 FY0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY0882'2.3 MI E FROM ELON COLLEGE.
 FY0882'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY0882'FROM THE CROSSING OF THE RAILROAD AND WILLIAMSON AVENUE AT ELON
 FY0882'COLLEGE, OR ABOUT 0.7 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY
 FY0882'COMPANY RAILROAD FROM THE STATION AT BURLINGTON, THENCE 1.8
 FY0882'MILES NORTHWEST ALONG WEST WEBB AVENUE WHICH IS STATE HIGHWAYS 87
 FY0882'AND 100, 23 1/2 FEET EAST AND ACROSS THE TRACK FROM MILEPOST
 FY0882'19, A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF THE NORTHEAST
 FY0882'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 FY0882'FOR WEST WEBB AVENUE WHICH IS STATE HIGHWAYS 87 AND 100, 5 1/2
 FY0882'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, AND ABOUT
 FY0882'1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 FY0882
 FY0882                          STATION RECOVERY (1973)
 FY0882
 FY0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FY0882'RECOVERED IN GOOD CONDITION.
 FY0882
 FY0882                          STATION RECOVERY (1987)
 FY0882
 FY0882'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY0882'RECOVERED IN GOOD CONDITION.
 FY0882
 FY0882                          STATION RECOVERY (1991)
 FY0882
 FY0882'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9390 ***********************************************************************
 DE9390  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9390  DESIGNATION -  70E 200
 DE9390  PID         -  DE9390
 DE9390  STATE/COUNTY-  NC/GUILFORD
 DE9390  USGS QUAD   -  GREENSBORO (1994)
 DE9390
 DE9390                         *CURRENT SURVEY CONTROL
 DE9390  ___________________________________________________________________
 DE9390* NAD 83(2007)-  36 01 50.90432(N)    079 48 05.49378(W)     ADJUSTED  
 DE9390* NAVD 88     -       229.01   (meters)     751.3    (feet)  GPS OBS   
 DE9390  ___________________________________________________________________
 DE9390  EPOCH DATE  -        2002.00
 DE9390  X           -     914,356.642 (meters)                     COMP
 DE9390  Y           -  -5,082,557.279 (meters)                     COMP
 DE9390  Z           -   3,731,073.228 (meters)                     COMP
 DE9390  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 DE9390  ELLIP HEIGHT-         198.282 (meters)          (02/10/07) ADJUSTED
 DE9390  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DE9390
 DE9390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9390  Type    PID    Designation                      North   East  Ellip
 DE9390  -------------------------------------------------------------------
 DE9390  NETWORK DE9390 70E 200                           1.65   1.33   2.55
 DE9390  -------------------------------------------------------------------
 DE9390
 DE9390.The horizontal coordinates were established by GPS observations
 DE9390.and adjusted by the National Geodetic Survey in February 2007.
 DE9390
 DE9390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9390.The horizontal coordinates are valid at the epoch date displayed above.
 DE9390.The epoch date for horizontal control is a decimal equivalence
 DE9390.of Year/Month/Day.
 DE9390
 DE9390.The orthometric height was determined by GPS observations and a
 DE9390.high-resolution geoid model.
 DE9390.The orthometric height was determined by GPS observations and a
 DE9390.high-resolution geoid model using precise GPS observation and
 DE9390.processing techniques.
 DE9390
 DE9390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9390
 DE9390.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9390
 DE9390.The ellipsoidal height was determined by GPS observations
 DE9390.and is referenced to NAD 83.
 DE9390
 DE9390.The geoid height was determined by GEOID03.
 DE9390
 DE9390;                    North         East     Units Scale Factor Converg.
 DE9390;SPC NC       -   253,310.507   537,364.113   MT  0.99996491   -0 27 45.4
 DE9390;SPC NC       -   831,069.56  1,763,002.09   sFT  0.99996491   -0 27 45.4
 DE9390;UTM  17      - 3,988,029.706   607,976.029   MT  0.99974366   +0 42 18.1
 DE9390
 DE9390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9390!SPC NC       -   0.99996888  x   0.99996491  =   0.99993379
 DE9390!UTM  17      -   0.99996888  x   0.99974366  =   0.99971255
 DE9390
 DE9390:                Primary Azimuth Mark                     Grid Az
 DE9390:SPC NC       -  107E 200                                 189 41 31.2
 DE9390:UTM  17      -  107E 200                                 188 31 27.7
 DE9390
 DE9390|---------------------------------------------------------------------|
 DE9390| PID    Reference Object                     Distance      Geod. Az  |
 DE9390|                                                           dddmmss.s |
 DE9390| DE9389 107E 200                            APPROX. 0.6 KM 1891345.8 |
 DE9390|---------------------------------------------------------------------|
 DE9390
 DE9390                          SUPERSEDED SURVEY CONTROL
 DE9390
 DE9390  NAD 83(2001)-  36 01 50.90459(N)    079 48 05.49355(W) AD(       ) 1
 DE9390  ELLIP H (03/13/03)  198.283  (m)                       GP(       ) 4 2
 DE9390  NAD 83(1986)-  36 01 50.91027(N)    079 48 05.50057(W) AD(       ) 1
 DE9390
 DE9390.Superseded values are not recommended for survey control.
 DE9390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9390.See file dsdata.txt to determine how the superseded data were derived.
 DE9390
 DE9390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0797688030(NAD 83)
 DE9390_MARKER: DD = SURVEY DISK
 DE9390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9390_STAMPING: 70E200 1999
 DE9390_MARK LOGO: NC1940
 DE9390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9390+STABILITY: SURFACE MOTION
 DE9390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9390+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9390
 DE9390  HISTORY     - Date     Condition        Report By
 DE9390  HISTORY     - 1999     MONUMENTED       NC1940
 DE9390
 DE9390                          STATION DESCRIPTION
 DE9390
 DE9390'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9390'STATION IS ABOUT 2.9 MI (4.7 KM) SOUTH OF THE DOWNTOWN GREENSBORO
 DE9390'GOVERNMENT PLAZA, AND 1.9 MI (3.1 KM) NORTHWEST OF VANDALIA.
 DE9390'ALONG RANDLEMAN ROAD, 0.3 MI (0.5 KM) SOUTH OF I-40 AND I-85, ON THE
 DE9390'WEST SIDE OF ROAD IN THE NORTHWEST CORNER OF THE PANTRY-TEXACO PARKING
 DE9390'LOT.
 DE9390'MARK IS LEVEL WITH THE CONCRETE AND FLUSH WITH THE GROUND. LOCATED
 DE9390'53.2 FT (16.2 M) WEST OF CENTERLINE OF RANDLEMAN ROAD, 3.0 FT (0.9 M)
 DE9390'SOUTH OF TELEPHONE BOOTH, 10.6 FT (3.2 M) WEST OF A POWER POLE, AND 32
 DE9390'FT (9.8 M) SOUTHEAST OF A LARGE BILLBOARD SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9263 ***********************************************************************
 DE9263  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9263  DESIGNATION -  70W 200
 DE9263  PID         -  DE9263
 DE9263  STATE/COUNTY-  NC/GUILFORD
 DE9263  USGS QUAD   -  GREENSBORO (1994)
 DE9263
 DE9263                         *CURRENT SURVEY CONTROL
 DE9263  ___________________________________________________________________
 DE9263* NAD 83(2007)-  36 01 57.28661(N)    079 48 43.63179(W)     ADJUSTED  
 DE9263* NAVD 88     -       227.96   (meters)     747.9    (feet)  GPS OBS   
 DE9263  ___________________________________________________________________
 DE9263  EPOCH DATE  -        2002.00
 DE9263  X           -     913,396.246 (meters)                     COMP
 DE9263  Y           -  -5,082,611.491 (meters)                     COMP
 DE9263  Z           -   3,731,231.672 (meters)                     COMP
 DE9263  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 DE9263  ELLIP HEIGHT-         197.189 (meters)          (02/10/07) ADJUSTED
 DE9263  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DE9263
 DE9263  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9263  Type    PID    Designation                      North   East  Ellip
 DE9263  -------------------------------------------------------------------
 DE9263  NETWORK DE9263 70W 200                           1.43   1.18   2.16
 DE9263  -------------------------------------------------------------------
 DE9263
 DE9263.The horizontal coordinates were established by GPS observations
 DE9263.and adjusted by the National Geodetic Survey in February 2007.
 DE9263
 DE9263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9263.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9263.The horizontal coordinates are valid at the epoch date displayed above.
 DE9263.The epoch date for horizontal control is a decimal equivalence
 DE9263.of Year/Month/Day.
 DE9263
 DE9263.The orthometric height was determined by GPS observations and a
 DE9263.high-resolution geoid model.
 DE9263.The orthometric height was determined by GPS observations and a
 DE9263.high-resolution geoid model using precise GPS observation and
 DE9263.processing techniques.
 DE9263
 DE9263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9263
 DE9263.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9263
 DE9263.The ellipsoidal height was determined by GPS observations
 DE9263.and is referenced to NAD 83.
 DE9263
 DE9263.The geoid height was determined by GEOID03.
 DE9263
 DE9263;                    North         East     Units Scale Factor Converg.
 DE9263;SPC NC       -   253,514.969   536,410.974   MT  0.99996534   -0 28 07.4
 DE9263;SPC NC       -   831,740.36  1,759,875.00   sFT  0.99996534   -0 28 07.4
 DE9263;UTM  17      - 3,988,214.662   607,019.135   MT  0.99974112   +0 41 55.8
 DE9263
 DE9263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9263!SPC NC       -   0.99996905  x   0.99996534  =   0.99993439
 DE9263!UTM  17      -   0.99996905  x   0.99974112  =   0.99971018
 DE9263
 DE9263:                Primary Azimuth Mark                     Grid Az
 DE9263:SPC NC       -  71E 200                                  295 37 49.1
 DE9263:UTM  17      -  71E 200                                  294 27 45.9
 DE9263
 DE9263|---------------------------------------------------------------------|
 DE9263| PID    Reference Object                     Distance      Geod. Az  |
 DE9263|                                                           dddmmss.s |
 DE9263| DE9264 71E 200                             497.805 METERS 2950941.7 |
 DE9263|---------------------------------------------------------------------|
 DE9263
 DE9263                          SUPERSEDED SURVEY CONTROL
 DE9263
 DE9263  NAD 83(2001)-  36 01 57.28687(N)    079 48 43.63154(W) AD(       ) 1
 DE9263  ELLIP H (03/13/03)  197.189  (m)                       GP(       ) 4 2
 DE9263  NAD 83(1986)-  36 01 57.29271(N)    079 48 43.63881(W) AD(       ) 1
 DE9263
 DE9263.Superseded values are not recommended for survey control.
 DE9263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9263.See file dsdata.txt to determine how the superseded data were derived.
 DE9263
 DE9263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0701988215(NAD 83)
 DE9263_MARKER: DD = SURVEY DISK
 DE9263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9263_STAMPING: 70W.200 7/97
 DE9263_MARK LOGO: NC1940
 DE9263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9263+STABILITY: SURFACE MOTION
 DE9263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9263+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9263
 DE9263  HISTORY     - Date     Condition        Report By
 DE9263  HISTORY     - 1997     MONUMENTED       NC1940
 DE9263
 DE9263                          STATION DESCRIPTION
 DE9263
 DE9263'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9263'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM)
 DE9263'SOUTH-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX AND 8.5 MI (13.7
 DE9263'KM) SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, NEAR THE
 DE9263'I-40 AND I-85 INTERCHANGE AND ALONG FARRAGUT STREET.
 DE9263'PROCEED ALONG RANDLEMAN ROAD FOR 0.1 MI (0.2 KM) NORTH FROM THE I-85
 DE9263'UNDERPASS, THENCE LEFT/WEST FOR 0.7 MI (1.1 KM) ALONG FARRAGUT STREET
 DE9263'TO STATION ON LEFT/SOUTH SIDE OF ROAD, APPROXIMATELY 250-FEET EAST OF
 DE9263'A SMALL BRIDGE AND APPROXIMATELY 75-FEET WEST OF EAST END OF GUARD
 DE9263'RAIL EXTENDING ALONG NORTH SHOULDER FROM BRIDGE.
 DE9263'MARK IS 1-FOOT LOWER THAN THE CENTERLINE OF STREET AND RECESSED
 DE9263'3-INCHES BELOW THE GROUND. LOCATED 22.2 FT (6.8 M) SOUTH-SOUTHWEST OF
 DE9263'THE CENTERLINE OF STREET, 13.8 FT (4.2 M) NORTH-NORTHEAST OF A
 DE9263'CHAIN-LINK FENCE ALONG I-85, 167.8 FT (51.1 M) EAST-SOUTHEAST OF THE
 DE9263'EAST END OF GUARD RAIL EXTENDING ALONG SOUTH SHOULDER FROM BRIDGE, AND
 DE9263'54.0 FT (16.5 M) EAST-SOUTHEAST OF A DROP INLET AT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1447 ***********************************************************************
 EB1447  DESIGNATION -  71 MEA
 EB1447  PID         -  EB1447
 EB1447  STATE/COUNTY-  NC/SAMPSON
 EB1447  USGS QUAD   -  ATKINSON (1984)
 EB1447
 EB1447                         *CURRENT SURVEY CONTROL
 EB1447  ___________________________________________________________________
 EB1447* NAD 83(1986)-  34 35 03.     (N)    078 14 33.     (W)     SCALED    
 EB1447* NAVD 88     -        21.532  (meters)      70.64   (feet)  ADJUSTED  
 EB1447  ___________________________________________________________________
 EB1447  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EB1447  DYNAMIC HT  -          21.512 (meters)      70.58  (feet)  COMP
 EB1447  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EB1447
 EB1447  VERT ORDER  -  FIRST     CLASS II
 EB1447
 EB1447.The horizontal coordinates were scaled from a topographic map and have
 EB1447.an estimated accuracy of +/- 6 seconds.
 EB1447
 EB1447.The orthometric height was determined by differential leveling
 EB1447.and adjusted in June 1991.
 EB1447
 EB1447.The geoid height was determined by GEOID03.
 EB1447
 EB1447.The dynamic height is computed by dividing the NAVD 88
 EB1447.geopotential number by the normal gravity value computed on the
 EB1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1447.degrees latitude (g = 980.6199 gals.).
 EB1447
 EB1447.The modeled gravity was interpolated from observed gravity values.
 EB1447
 EB1447;                    North         East    Units  Estimated Accuracy
 EB1447;SPC NC       -    92,800.      679,100.      MT  (+/- 180 meters Scaled)
 EB1447
 EB1447                          SUPERSEDED SURVEY CONTROL
 EB1447
 EB1447  NGVD 29 (10/06/93)   21.781  (m)           71.46   (f) ADJUSTED    1 2
 EB1447
 EB1447.Superseded values are not recommended for survey control.
 EB1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1447.See file dsdata.txt to determine how the superseded data were derived.
 EB1447
 EB1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU529303(NAD 83)
 EB1447_MARKER: DB = BENCH MARK DISK
 EB1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1447_SP_SET: CONCRETE POST
 EB1447_STAMPING: 71 MEA 1980
 EB1447_MARK LOGO: USGS  
 EB1447_PROJECTION: PROJECTING 8 CENTIMETERS
 EB1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1447+STABILITY: SURFACE MOTION
 EB1447
 EB1447  HISTORY     - Date     Condition        Report By
 EB1447  HISTORY     - 1980     MONUMENTED       USGS
 EB1447  HISTORY     - 1980     GOOD             NCGS
 EB1447  HISTORY     - 1980     GOOD             NCGS
 EB1447
 EB1447                          STATION DESCRIPTION
 EB1447
 EB1447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1447'5.6 MI NW FROM ATKINSON.
 EB1447
 EB1447                          STATION RECOVERY (1980)
 EB1447
 EB1447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1447'IN THE EXTREME SOUTHERN SECTION OF SAMPSON COUNTY, 2.25 MILES SOUTH
 EB1447'ALONG SR 1100 FROM INTERSECTION WITH SR 1105 AT IVANHOE, AT THE SOUTH
 EB1447'EIND OF LOOP ROAD-SR 1101-, 69.5 FEET NORTHEAST OF CENTER OF
 EB1447'INTERSECTION, 37 FEET EAST OF CENTERLINE OF SR 1100, 74.5 FEET NORTH
 EB1447'OF CENTERLINE OF SR 1101 AND 16.7 FEET NORTHEAST OF POST WITH
 EB1447'REFERENCE TAG.  THIS IS A STANDARD USGS DISK.
 EB1447'THE MARK IS 0.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0142 ***********************************************************************
 FA0142  DESIGNATION -  719.1
 FA0142  PID         -  FA0142
 FA0142  STATE/COUNTY-  NC/ROWAN
 FA0142  USGS QUAD   -  GOLD HILL (1983)
 FA0142
 FA0142                         *CURRENT SURVEY CONTROL
 FA0142  ___________________________________________________________________
 FA0142* NAD 83(1986)-  35 30 37.     (N)    080 19 20.     (W)     SCALED    
 FA0142* NAVD 88     -       218.94   (+/-2cm)     718.3    (feet)  VERTCON   
 FA0142  ___________________________________________________________________
 FA0142  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA0142  VERT ORDER  -  ? (See Below)
 FA0142
 FA0142.The horizontal coordinates were scaled from a topographic map and have
 FA0142.an estimated accuracy of +/- 6 seconds.
 FA0142
 FA0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA0142.The vertical order pertains to the NGVD 29 superseded value.
 FA0142
 FA0142.The geoid height was determined by GEOID03.
 FA0142
 FA0142;                    North         East    Units  Estimated Accuracy
 FA0142;SPC NC       -   196,070.      489,670.      MT  (+/- 180 meters Scaled)
 FA0142
 FA0142                          SUPERSEDED SURVEY CONTROL
 FA0142
 FA0142  NGVD 29 (??/??/92)  219.179  (m)          719.09   (f) ADJ UNCH    ?  
 FA0142
 FA0142.Superseded values are not recommended for survey control.
 FA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0142.See file dsdata.txt to determine how the superseded data were derived.
 FA0142
 FA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV614298(NAD 83)
 FA0142_MARKER: Z = SEE DESCRIPTION
 FA0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0142_SP_SET: CULVERT
 FA0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0142
 FA0142  HISTORY     - Date     Condition        Report By
 FA0142  HISTORY     - UNK      MONUMENTED       CGS
 FA0142  HISTORY     - 1965     MARK NOT FOUND   NGS
 FA0142
 FA0142                          STATION DESCRIPTION
 FA0142
 FA0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0142'1.3 MI SE FROM GOLD HILL.
 FA0142'THE TOP OF THE SOUTHEAST HEADWALL OF A CONCRETE HIGHWAY CULVERT,
 FA0142'36 FEET NORTHEAST OF THE CENTER LINE OF THE YADKIN RAILROAD
 FA0142'TRACK AND 18 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 52.
 FA0142'A CONCRETE CULVERT WITH A HEADWALL MADE OF CONCRETE BLOCKS WAS
 FA0142'RECOVERED AT THIS POINT, BUT THE BLOCKS ARE OUT OF LINE.  IF THIS
 FA0142'IS THE SAME HEADWALL AS THAT TAKEN IN 1933, IT IS NOT PROBABLE
 FA0142'THAT THE TOP IS AT THE SAME ELEVATION AS IT WAS AT THAT TIME DUE
 FA0142'TO THE POOR CONDITION AND ALIGNMENT OF THE BLOCKS.  NOTE-- THE
 FA0142'YADKIN RAILROAD IS NOW THE CAROLINA AND NORTHWESTERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9264 ***********************************************************************
 DE9264  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9264  DESIGNATION -  71E 200
 DE9264  PID         -  DE9264
 DE9264  STATE/COUNTY-  NC/GUILFORD
 DE9264  USGS QUAD   -  GREENSBORO (1994)
 DE9264
 DE9264                         *CURRENT SURVEY CONTROL
 DE9264  ___________________________________________________________________
 DE9264* NAD 83(2007)-  36 02 04.15314(N)    079 49 01.62964(W)     ADJUSTED  
 DE9264* NAVD 88     -       240.44   (meters)     788.8    (feet)  GPS OBS   
 DE9264  ___________________________________________________________________
 DE9264  EPOCH DATE  -        2002.00
 DE9264  X           -     912,932.522 (meters)                     COMP
 DE9264  Y           -  -5,082,578.537 (meters)                     COMP
 DE9264  Z           -   3,731,410.149 (meters)                     COMP
 DE9264  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 DE9264  ELLIP HEIGHT-         209.638 (meters)          (02/10/07) ADJUSTED
 DE9264  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DE9264
 DE9264  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9264  Type    PID    Designation                      North   East  Ellip
 DE9264  -------------------------------------------------------------------
 DE9264  NETWORK DE9264 71E 200                           1.37   1.12   2.08
 DE9264  -------------------------------------------------------------------
 DE9264
 DE9264.The horizontal coordinates were established by GPS observations
 DE9264.and adjusted by the National Geodetic Survey in February 2007.
 DE9264
 DE9264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9264.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9264.The horizontal coordinates are valid at the epoch date displayed above.
 DE9264.The epoch date for horizontal control is a decimal equivalence
 DE9264.of Year/Month/Day.
 DE9264
 DE9264.The orthometric height was determined by GPS observations and a
 DE9264.high-resolution geoid model.
 DE9264.The orthometric height was determined by GPS observations and a
 DE9264.high-resolution geoid model using precise GPS observation and
 DE9264.processing techniques.
 DE9264
 DE9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9264
 DE9264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9264
 DE9264.The ellipsoidal height was determined by GPS observations
 DE9264.and is referenced to NAD 83.
 DE9264
 DE9264.The geoid height was determined by GEOID03.
 DE9264
 DE9264;                    North         East     Units Scale Factor Converg.
 DE9264;SPC NC       -   253,730.293   535,962.168   MT  0.99996579   -0 28 17.8
 DE9264;SPC NC       -   832,446.80  1,758,402.55   sFT  0.99996579   -0 28 17.8
 DE9264;UTM  17      - 3,988,420.750   606,566.136   MT  0.99973993   +0 41 45.3
 DE9264
 DE9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9264!SPC NC       -   0.99996710  x   0.99996579  =   0.99993289
 DE9264!UTM  17      -   0.99996710  x   0.99973993  =   0.99970704
 DE9264
 DE9264:                Primary Azimuth Mark                     Grid Az
 DE9264:SPC NC       -  70W 200                                  115 37 48.9
 DE9264:UTM  17      -  70W 200                                  114 27 45.8
 DE9264
 DE9264|---------------------------------------------------------------------|
 DE9264| PID    Reference Object                     Distance      Geod. Az  |
 DE9264|                                                           dddmmss.s |
 DE9264| DE9263 70W 200                             497.805 METERS 1150931.1 |
 DE9264|---------------------------------------------------------------------|
 DE9264
 DE9264                          SUPERSEDED SURVEY CONTROL
 DE9264
 DE9264  NAD 83(2001)-  36 02 04.15340(N)    079 49 01.62939(W) AD(       ) 1
 DE9264  ELLIP H (03/13/03)  209.638  (m)                       GP(       ) 4 2
 DE9264  NAD 83(1986)-  36 02 04.15925(N)    079 49 01.63669(W) AD(       ) 1
 DE9264
 DE9264.Superseded values are not recommended for survey control.
 DE9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9264.See file dsdata.txt to determine how the superseded data were derived.
 DE9264
 DE9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0656688421(NAD 83)
 DE9264_MARKER: DD = SURVEY DISK
 DE9264_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE9264_SP_SET: LARGE BRIDGE WINGWALL
 DE9264_STAMPING: 71E.200 7/97
 DE9264_MARK LOGO: NC1940
 DE9264_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9264+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9264
 DE9264  HISTORY     - Date     Condition        Report By
 DE9264  HISTORY     - 1997     MONUMENTED       NC1940
 DE9264
 DE9264                          STATION DESCRIPTION
 DE9264
 DE9264'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9264'STATION IS LOCATED IN GREENSBORO, ABOUT 3.0 MI (4.8 KM)
 DE9264'SOUTH-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX AND 8.0 MI (12.9
 DE9264'KM) SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE
 DE9264'BRIDGE OF THE FREEMAN MILL ROAD (NORTH) TO I-40 (WEST) RAMP.
 DE9264'NOTE--BEST ACCESSED AS SHOWN BELOW.
 DE9264'PROCEED ALONG RANDLEMAN ROAD FOR 0.1 MI (0.2 KM) NORTH FROM THE I-85
 DE9264'UNDERPASS, THENCE LEFT/WEST FOR 1.0 MI (1.6 KM) ALONG FARRAGUT STREET
 DE9264'TO END OF ROAD, THENCE NORTHWEST FOR 390-FEET TO RAMP BRIDGE OVER I-40
 DE9264'AND STATION IN EAST WINGWALL OF BRIDGE.
 DE9264'MARK IS 1-FOOT HIGHER THAN THE CENTERLINE OF RAMP. LOCATED 22.0 FT
 DE9264'(6.7 M) SOUTHEAST OF THE CENTERLINE OF EXIT RAMP, 12.5 FT (3.8 M)
 DE9264'NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE BRIDGE RAIL,
 DE9264'0.6 FT (18.3 CM) SOUTH OF CORNER OF BRIDGE WINGWALL, AND 390 FT (118.9
 DE9264'M) NORTHWEST OF EDGE OF PAVEMENT AT END OF FARRAGUT STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1449 ***********************************************************************
 EB1449  DESIGNATION -  72 MEA
 EB1449  PID         -  EB1449
 EB1449  STATE/COUNTY-  NC/PENDER
 EB1449  USGS QUAD   -  ATKINSON (1984)
 EB1449
 EB1449                         *CURRENT SURVEY CONTROL
 EB1449  ___________________________________________________________________
 EB1449* NAD 83(1986)-  34 33 52.     (N)    078 14 46.     (W)     SCALED    
 EB1449* NAVD 88     -        22.617  (meters)      74.20   (feet)  ADJUSTED  
 EB1449  ___________________________________________________________________
 EB1449  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EB1449  DYNAMIC HT  -          22.596 (meters)      74.13  (feet)  COMP
 EB1449  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 EB1449
 EB1449  VERT ORDER  -  FIRST     CLASS II
 EB1449
 EB1449.The horizontal coordinates were scaled from a topographic map and have
 EB1449.an estimated accuracy of +/- 6 seconds.
 EB1449
 EB1449.The orthometric height was determined by differential leveling
 EB1449.and adjusted in June 1991.
 EB1449
 EB1449.The geoid height was determined by GEOID03.
 EB1449
 EB1449.The dynamic height is computed by dividing the NAVD 88
 EB1449.geopotential number by the normal gravity value computed on the
 EB1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1449.degrees latitude (g = 980.6199 gals.).
 EB1449
 EB1449.The modeled gravity was interpolated from observed gravity values.
 EB1449
 EB1449;                    North         East    Units  Estimated Accuracy
 EB1449;SPC NC       -    90,610.      678,780.      MT  (+/- 180 meters Scaled)
 EB1449
 EB1449                          SUPERSEDED SURVEY CONTROL
 EB1449
 EB1449  NGVD 29 (10/06/93)   22.868  (m)           75.03   (f) ADJUSTED    1 2
 EB1449
 EB1449.Superseded values are not recommended for survey control.
 EB1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1449.See file dsdata.txt to determine how the superseded data were derived.
 EB1449
 EB1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU526281(NAD 83)
 EB1449_MARKER: DB = BENCH MARK DISK
 EB1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1449_SP_SET: CONCRETE POST
 EB1449_STAMPING: 72 MEA 1980
 EB1449_MARK LOGO: USGS  
 EB1449_PROJECTION: PROJECTING 8 CENTIMETERS
 EB1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1449+STABILITY: SURFACE MOTION
 EB1449
 EB1449  HISTORY     - Date     Condition        Report By
 EB1449  HISTORY     - 1980     MONUMENTED       USGS
 EB1449  HISTORY     - 1980     GOOD             NCGS
 EB1449
 EB1449                          STATION DESCRIPTION
 EB1449
 EB1449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1449'5.0 MI WNW FROM ATKINSON.
 EB1449'5.8 MILES NORTHWEST ALONG SR 1201 FROM JUNCTION WITH N.C. 11-53 IN
 EB1449'ATKINSON, TO SR 1200 ON RIGHT AT BEATTY BRIDGE OVER BLACK RIVER,
 EB1449'THENCE NORTH ALONG SR 1200 FOR 0.95 MILE TO PENDER-SAMPSON COUNTY
 EB1449'LINE, 28 FEET EAST OF CENTERLINE OF ROAD, 11.9 FEET WEST OF 4 INCH
 EB1449'PINE WITH REFERENCE TAG, 12.2 FEET SOUTHEAST OF COUNTY LINE SIGN POST,
 EB1449'69.9 FEET EAST OF POWER POLE WITH REFERENCE TAG AND 23.3 FEET NORTH
 EB1449'OF 6 INCH OAK WITH REFERENCE TAG.  THIS IS A STANDARD USGS DISK.
 EB1449'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0149 ***********************************************************************
 EZ0149  DESIGNATION -  72.0
 EZ0149  PID         -  EZ0149
 EZ0149  STATE/COUNTY-  NC/WAYNE
 EZ0149  USGS QUAD   -  SOUTHWEST GOLDSBORO (1988)
 EZ0149
 EZ0149                         *CURRENT SURVEY CONTROL
 EZ0149  ___________________________________________________________________
 EZ0149* NAD 83(1986)-  35 20 25.     (N)    078 01 25.     (W)     SCALED    
 EZ0149* NAVD 88     -        21.63   (+/-2cm)      71.0    (feet)  VERTCON   
 EZ0149  ___________________________________________________________________
 EZ0149  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EZ0149  VERT ORDER  -  ? (See Below)
 EZ0149
 EZ0149.The horizontal coordinates were scaled from a topographic map and have
 EZ0149.an estimated accuracy of +/- 6 seconds.
 EZ0149
 EZ0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ0149.The vertical order pertains to the NGVD 29 superseded value.
 EZ0149
 EZ0149.The geoid height was determined by GEOID03.
 EZ0149
 EZ0149;                    North         East    Units  Estimated Accuracy
 EZ0149;SPC NC       -   176,850.      698,350.      MT  (+/- 180 meters Scaled)
 EZ0149
 EZ0149                          SUPERSEDED SURVEY CONTROL
 EZ0149
 EZ0149  NGVD 29 (??/??/92)   21.943  (m)           71.99   (f) ADJ UNCH    ?  
 EZ0149
 EZ0149.Superseded values are not recommended for survey control.
 EZ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0149.See file dsdata.txt to determine how the superseded data were derived.
 EZ0149
 EZ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV705148(NAD 83)
 EZ0149_MARKER: X = CHISELED CROSS
 EZ0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0149_SP_SET: BRIDGE
 EZ0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0149
 EZ0149  HISTORY     - Date     Condition        Report By
 EZ0149  HISTORY     - UNK      MONUMENTED       RBNF
 EZ0149  HISTORY     - 1932     GOOD             NGS
 EZ0149
 EZ0149                          STATION DESCRIPTION
 EZ0149
 EZ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 EZ0149'3.5 MI S FROM GOLDSBORO.
 EZ0149'3.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EZ0149'STATION AT GOLDSBORO, WAYNE COUNTY, 0.2 MILE SOUTH OF MILEPOST
 EZ0149'81, AT THE BRIDGE OVER NEUSE RIVER, AND ON THE MIDDLE OF THE TOP
 EZ0149'OF THE WEST EDGE OF THE NORTH PIER.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1271 ***********************************************************************
 FY1271  DESIGNATION -  721
 FY1271  PID         -  FY1271
 FY1271  STATE/COUNTY-  NC/GUILFORD
 FY1271  USGS QUAD   -  GIBSONVILLE (1994)
 FY1271
 FY1271                         *CURRENT SURVEY CONTROL
 FY1271  ___________________________________________________________________
 FY1271* NAD 83(1986)-  36 06 18.     (N)    079 32 29.     (W)     SCALED    
 FY1271* NAVD 88     -       219.209  (meters)     719.19   (feet)  ADJUSTED  
 FY1271  ___________________________________________________________________
 FY1271  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FY1271  DYNAMIC HT  -         219.035 (meters)     718.62  (feet)  COMP
 FY1271  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 FY1271
 FY1271  VERT ORDER  -  FIRST     CLASS I
 FY1271
 FY1271.The horizontal coordinates were scaled from a topographic map and have
 FY1271.an estimated accuracy of +/- 6 seconds.
 FY1271
 FY1271.The orthometric height was determined by differential leveling
 FY1271.and adjusted in June 1991.
 FY1271
 FY1271.The geoid height was determined by GEOID03.
 FY1271
 FY1271.The dynamic height is computed by dividing the NAVD 88
 FY1271.geopotential number by the normal gravity value computed on the
 FY1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1271.degrees latitude (g = 980.6199 gals.).
 FY1271
 FY1271.The modeled gravity was interpolated from observed gravity values.
 FY1271
 FY1271;                    North         East    Units  Estimated Accuracy
 FY1271;SPC NC       -   261,380.      560,850.      MT  (+/- 180 meters Scaled)
 FY1271
 FY1271                          SUPERSEDED SURVEY CONTROL
 FY1271
 FY1271  NGVD 29 (??/??/92)  219.461  (m)          720.01   (f) ADJ UNCH    1 1
 FY1271
 FY1271.Superseded values are not recommended for survey control.
 FY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1271.See file dsdata.txt to determine how the superseded data were derived.
 FY1271
 FY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV312965(NAD 83)
 FY1271_MARKER: DD = SURVEY DISK
 FY1271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1271_STAMPING: 721
 FY1271_MARK LOGO: USGS  
 FY1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1271+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2006
 FY1271
 FY1271  HISTORY     - Date     Condition        Report By
 FY1271  HISTORY     - UNK      MONUMENTED       USGS
 FY1271  HISTORY     - 1967     GOOD             CGS
 FY1271  HISTORY     - 1971     GOOD             NGS
 FY1271  HISTORY     - 20060730 GOOD             USPSQD
 FY1271
 FY1271                          STATION DESCRIPTION
 FY1271
 FY1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1271'AT GIBSONVILLE.
 FY1271'AT GIBSONVILLE, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 FY1271'18 1/2 FEET EAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION,
 FY1271'0.25 MILE WEST OF MILEPOST 15, 26 FEET NORTH OF THE NORTH RAIL
 FY1271'OF THE TRACK, 14 1/2 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK,
 FY1271'15 FEET WEST OF THE EXTENDED CENTERLINE OF PIEDMONT STREET, 3
 FY1271'FEET EAST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FY1271'TRACK, A U.S. GEOLOGICAL SURVEY CAP ON TOP OF A 3 1/2-INCH IRON
 FY1271'PIPE WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FY1271
 FY1271                          STATION RECOVERY (1971)
 FY1271
 FY1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 FY1271'RECOVERED IN GOOD CONDITION.
 FY1271
 FY1271                          STATION RECOVERY (2006)
 FY1271
 FY1271'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 FY1271'ADDITIONAL INFORMATION*
 FY1271'RAILROAD STATION HAS BEEN REMOVED,
 FY1271'3 FEET EAST OF TELEPHONE POLE CUT OFF AT GROUND LEVEL
 FY1271'4.5 FEET EAST OF 4 INCH WILLOW OAK
 FY1271'58 FEET EASTSOUTEAST OF NORTH MOST RAILROAD STOP AT END OF SIDE TRACK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9378 ***********************************************************************
 DE9378  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9378  DESIGNATION -  72E 208
 DE9378  PID         -  DE9378
 DE9378  STATE/COUNTY-  NC/GUILFORD
 DE9378  USGS QUAD   -  GREENSBORO (1994)
 DE9378
 DE9378                         *CURRENT SURVEY CONTROL
 DE9378  ___________________________________________________________________
 DE9378* NAD 83(2007)-  36 01 46.82754(N)    079 50 20.71654(W)     ADJUSTED  
 DE9378* NAVD 88     -       253.72   (meters)     832.4    (feet)  GPS OBS   
 DE9378  ___________________________________________________________________
 DE9378  EPOCH DATE  -        2002.00
 DE9378  X           -     911,040.976 (meters)                     COMP
 DE9378  Y           -  -5,083,247.939 (meters)                     COMP
 DE9378  Z           -   3,730,986.064 (meters)                     COMP
 DE9378  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 DE9378  ELLIP HEIGHT-         222.860 (meters)          (02/10/07) ADJUSTED
 DE9378  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9378
 DE9378  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9378  Type    PID    Designation                      North   East  Ellip
 DE9378  -------------------------------------------------------------------
 DE9378  NETWORK DE9378 72E 208                           1.55   1.20   2.37
 DE9378  -------------------------------------------------------------------
 DE9378
 DE9378.The horizontal coordinates were established by GPS observations
 DE9378.and adjusted by the National Geodetic Survey in February 2007.
 DE9378
 DE9378.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9378.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9378.The horizontal coordinates are valid at the epoch date displayed above.
 DE9378.The epoch date for horizontal control is a decimal equivalence
 DE9378.of Year/Month/Day.
 DE9378
 DE9378.The orthometric height was determined by GPS observations and a
 DE9378.high-resolution geoid model.
 DE9378.The orthometric height was determined by GPS observations and a
 DE9378.high-resolution geoid model using precise GPS observation and
 DE9378.processing techniques.
 DE9378
 DE9378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9378
 DE9378.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9378
 DE9378.The ellipsoidal height was determined by GPS observations
 DE9378.and is referenced to NAD 83.
 DE9378
 DE9378.The geoid height was determined by GEOID03.
 DE9378
 DE9378;                    North         East     Units Scale Factor Converg.
 DE9378;SPC NC       -   253,212.834   533,977.885   MT  0.99996465   -0 29 03.5
 DE9378;SPC NC       -   830,749.11  1,751,892.44   sFT  0.99996465   -0 29 03.5
 DE9378;UTM  17      - 3,987,863.100   604,593.257   MT  0.99973480   +0 40 58.5
 DE9378
 DE9378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9378!SPC NC       -   0.99996502  x   0.99996465  =   0.99992967
 DE9378!UTM  17      -   0.99996502  x   0.99973480  =   0.99969983
 DE9378
 DE9378:                Primary Azimuth Mark                     Grid Az
 DE9378:SPC NC       -  SARA                                     181 20 36.7
 DE9378:UTM  17      -  SARA                                     180 10 34.7
 DE9378
 DE9378|---------------------------------------------------------------------|
 DE9378| PID    Reference Object                     Distance      Geod. Az  |
 DE9378|                                                           dddmmss.s |
 DE9378| FY3619 SARA                                455.331 METERS 1805133.2 |
 DE9378|---------------------------------------------------------------------|
 DE9378
 DE9378                          SUPERSEDED SURVEY CONTROL
 DE9378
 DE9378  NAD 83(2001)-  36 01 46.82783(N)    079 50 20.71628(W) AD(       ) 1
 DE9378  ELLIP H (03/13/03)  222.860  (m)                       GP(       ) 4 2
 DE9378  NAD 83(1986)-  36 01 46.83388(N)    079 50 20.72403(W) AD(       ) 1
 DE9378
 DE9378.Superseded values are not recommended for survey control.
 DE9378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9378.See file dsdata.txt to determine how the superseded data were derived.
 DE9378
 DE9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0459387863(NAD 83)
 DE9378_MARKER: I = METAL ROD
 DE9378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9378_MARK LOGO: NC1940
 DE9378_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9378+STABILITY: SURFACE MOTION
 DE9378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9378+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9378
 DE9378  HISTORY     - Date     Condition        Report By
 DE9378  HISTORY     - 1997     MONUMENTED       NC1940
 DE9378
 DE9378                          STATION DESCRIPTION
 DE9378
 DE9378'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9378'STATION IS LOCATED IN GREENSBORO, ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF
 DE9378'THE DOWNTOWN GOVERNMENT COMPLEX, 7.5 MI (12.1 KM) SOUTHEAST OF THE
 DE9378'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE INTERSECTION OF PINECROFT
 DE9378'ROAD AND AZALEA DRIVE.
 DE9378'ALONG HIGH POINT ROAD FOR 0.1 MI (0.2 KM) SOUTHWEST FROM THE I-40
 DE9378'OVERPASS (EXIT 217), THENCE LEFT/SOUTH 0.9 MI (1.4 KM) ALONG PINECROFT
 DE9378'ROAD TO AZALEA DRIVE AND STATION IN THE SOUTHWEST QUADRANT OF
 DE9378'INTERSECTION UNDER PTP BOX IN PAVEMENT.
 DE9378'MARK IS ABOUT 8-INCHES BELOW A METAL ACCESS COVER MARKED--PTP, AND
 DE9378'1/2-FOOT LOWER THEN THE CENTERLINE OF PINECROFT ROAD. LOCATED 18.3 FT
 DE9378'(5.6 M) WEST-NORTHWEST OF THE CENTERLINE OF PINECROFT ROAD, 13.7 FT
 DE9378'(4.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF AZALEA DRIVE, 45.9 FT
 DE9378'(14.0 M) SOUTH OF A FIRE HYDRANT, 19.5 FT (5.9 M) NORTHEAST OF A
 DE9378'WOODEN FENCE CORNER POST, AND 17.2 FT (5.2 M) EAST-NORTHEAST OF A
 DE9378'POWER POLE (G177 H055).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9246 ***********************************************************************
 DE9246  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9246  DESIGNATION -  72W 200
 DE9246  PID         -  DE9246
 DE9246  STATE/COUNTY-  NC/GUILFORD
 DE9246  USGS QUAD   -  GREENSBORO (1994)
 DE9246
 DE9246                         *CURRENT SURVEY CONTROL
 DE9246  ___________________________________________________________________
 DE9246* NAD 83(2007)-  36 02 09.48256(N)    079 50 55.94347(W)     ADJUSTED  
 DE9246* NAVD 88     -       260.00   (meters)     853.0    (feet)  GPS OBS   
 DE9246  ___________________________________________________________________
 DE9246  EPOCH DATE  -        2002.00
 DE9246  X           -     910,101.310 (meters)                     COMP
 DE9246  Y           -  -5,083,004.065 (meters)                     COMP
 DE9246  Z           -   3,731,554.426 (meters)                     COMP
 DE9246  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 DE9246  ELLIP HEIGHT-         229.082 (meters)          (02/10/07) ADJUSTED
 DE9246  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DE9246
 DE9246  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9246  Type    PID    Designation                      North   East  Ellip
 DE9246  -------------------------------------------------------------------
 DE9246  NETWORK DE9246 72W 200                           2.20   1.67   2.96
 DE9246  -------------------------------------------------------------------
 DE9246
 DE9246.The horizontal coordinates were established by GPS observations
 DE9246.and adjusted by the National Geodetic Survey in February 2007.
 DE9246
 DE9246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9246.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9246.The horizontal coordinates are valid at the epoch date displayed above.
 DE9246.The epoch date for horizontal control is a decimal equivalence
 DE9246.of Year/Month/Day.
 DE9246
 DE9246.The orthometric height was determined by GPS observations and a
 DE9246.high-resolution geoid model.
 DE9246.The orthometric height was determined by GPS observations and a
 DE9246.high-resolution geoid model using precise GPS observation and
 DE9246.processing techniques.
 DE9246
 DE9246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9246
 DE9246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9246
 DE9246.The ellipsoidal height was determined by GPS observations
 DE9246.and is referenced to NAD 83.
 DE9246
 DE9246.The geoid height was determined by GEOID03.
 DE9246
 DE9246;                    North         East     Units Scale Factor Converg.
 DE9246;SPC NC       -   253,918.558   533,101.975   MT  0.99996614   -0 29 23.8
 DE9246;SPC NC       -   833,064.47  1,749,018.73   sFT  0.99996614   -0 29 23.8
 DE9246;UTM  17      - 3,988,550.675   603,703.359   MT  0.99973251   +0 40 38.1
 DE9246
 DE9246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9246!SPC NC       -   0.99996405  x   0.99996614  =   0.99993019
 DE9246!UTM  17      -   0.99996405  x   0.99973251  =   0.99969657
 DE9246
 DE9246|---------------------------------------------------------------------|
 DE9246| PID    Reference Object                     Distance      Geod. Az  |
 DE9246|                                                           dddmmss.s |
 DE9246| DE9245 72W 201                             347.393 METERS 08744     |
 DE9246|---------------------------------------------------------------------|
 DE9246
 DE9246                          SUPERSEDED SURVEY CONTROL
 DE9246
 DE9246  NAD 83(2001)-  36 02 09.48281(N)    079 50 55.94324(W) AD(       ) 1
 DE9246  ELLIP H (03/13/03)  229.086  (m)                       GP(       ) 4 2
 DE9246  NAD 83(1986)-  36 02 09.48904(N)    079 50 55.95121(W) AD(       ) 1
 DE9246
 DE9246.Superseded values are not recommended for survey control.
 DE9246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9246.See file dsdata.txt to determine how the superseded data were derived.
 DE9246
 DE9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0370388551(NAD 83)
 DE9246_MARKER: DD = SURVEY DISK
 DE9246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9246_STAMPING: 72W.200 7/97
 DE9246_MARK LOGO: NC1940
 DE9246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9246+STABILITY: SURFACE MOTION
 DE9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9246+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9246
 DE9246  HISTORY     - Date     Condition        Report By
 DE9246  HISTORY     - 1997     MONUMENTED       NC1940
 DE9246
 DE9246                          STATION DESCRIPTION
 DE9246
 DE9246'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9246'STATION IS LOCATED IN GREENSBORO, ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF
 DE9246'THE DOWNTOWN GOVERNMENT COMPLEX AND 6.5 MI (10.5 KM) SOUTHEAST OF THE
 DE9246'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT SMITH HIGH SCHOOL AND ALONG
 DE9246'VANSTORY STREET.
 DE9246'PROCEED ALONG HIGH POINT ROAD FOR 0.6 MI (1.0 KM) SOUTHWEST FROM THE
 DE9246'I-40 OVERPASS, THENCE LEFT/SOUTH FOR 0.25 MI (0.40 KM) ALONG HOLDEN
 DE9246'ROAD, THENCE LEFT/EAST FOR 0.05 MI (0.08 KM) ALONG VANSTORY STREET, ON
 DE9246'RIGHT/SOUTH SIDE OF STREET APPROXIMATELY 115-FEET EAST OF WEST END OF
 DE9246'THE SCHOOL TENNIS COURTS.
 DE9246'MARK IS 1/2-FOOT HIGHER THAN THE CENTERLINE OF VANSTORY STREET AND
 DE9246'RECESSED 4-INCHES BELOW GROUND. LOCATED 33.1 FT (10.1 M) SOUTH OF THE
 DE9246'CENTERLINE OF VANSTORY STREET, 27.9 FT (8.5 M) NORTHWEST OF WEST GATE
 DE9246'POST (SECOND FROM WEST OF 4 GATES IN CHAIN-LINK FENCE, 67.6 FT (20.6
 DE9246'M) WEST OF A POWER POLE ON SOUTH SIDE OF ROAD WHICH HAS WIRE
 DE9246'CONNECTING TO POLE WITH TRANSFORMER ACROSS ROAD, AND 73.5 FT (22.4 M)
 DE9246'WEST-NORTHWEST OF AN 18-INCH CONCRETE LIGHT POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9245 ***********************************************************************
 DE9245  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9245  DESIGNATION -  72W 201
 DE9245  PID         -  DE9245
 DE9245  STATE/COUNTY-  NC/GUILFORD
 DE9245  USGS QUAD   -  GREENSBORO (1994)
 DE9245
 DE9245                         *CURRENT SURVEY CONTROL
 DE9245  ___________________________________________________________________
 DE9245* NAD 83(2007)-  36 02 09.92939(N)    079 50 42.07759(W)     ADJUSTED  
 DE9245* NAVD 88     -       253.22   (meters)     830.8    (feet)  GPS OBS   
 DE9245  ___________________________________________________________________
 DE9245  EPOCH DATE  -        2002.00
 DE9245  X           -     910,440.614 (meters)                     COMP
 DE9245  Y           -  -5,082,929.513 (meters)                     COMP
 DE9245  Z           -   3,731,561.583 (meters)                     COMP
 DE9245  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 DE9245  ELLIP HEIGHT-         222.317 (meters)          (02/10/07) ADJUSTED
 DE9245  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DE9245
 DE9245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9245  Type    PID    Designation                      North   East  Ellip
 DE9245  -------------------------------------------------------------------
 DE9245  NETWORK DE9245 72W 201                           1.96   1.43   2.67
 DE9245  -------------------------------------------------------------------
 DE9245
 DE9245.The horizontal coordinates were established by GPS observations
 DE9245.and adjusted by the National Geodetic Survey in February 2007.
 DE9245
 DE9245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9245.The horizontal coordinates are valid at the epoch date displayed above.
 DE9245.The epoch date for horizontal control is a decimal equivalence
 DE9245.of Year/Month/Day.
 DE9245
 DE9245.The orthometric height was determined by GPS observations and a
 DE9245.high-resolution geoid model.
 DE9245.The orthometric height was determined by GPS observations and a
 DE9245.high-resolution geoid model using precise GPS observation and
 DE9245.processing techniques.
 DE9245
 DE9245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9245
 DE9245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9245
 DE9245.The ellipsoidal height was determined by GPS observations
 DE9245.and is referenced to NAD 83.
 DE9245
 DE9245.The geoid height was determined by GEOID03.
 DE9245
 DE9245;                    North         East     Units Scale Factor Converg.
 DE9245;SPC NC       -   253,929.368   533,449.188   MT  0.99996617   -0 29 15.8
 DE9245;SPC NC       -   833,099.93  1,750,157.88   sFT  0.99996617   -0 29 15.8
 DE9245;UTM  17      - 3,988,568.552   604,050.199   MT  0.99973340   +0 40 46.3
 DE9245
 DE9245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9245!SPC NC       -   0.99996511  x   0.99996617  =   0.99993128
 DE9245!UTM  17      -   0.99996511  x   0.99973340  =   0.99969852
 DE9245
 DE9245|---------------------------------------------------------------------|
 DE9245| PID    Reference Object                     Distance      Geod. Az  |
 DE9245|                                                           dddmmss.s |
 DE9245| DE9246 72W 200                             347.393 METERS 26744     |
 DE9245|---------------------------------------------------------------------|
 DE9245
 DE9245                          SUPERSEDED SURVEY CONTROL
 DE9245
 DE9245  NAD 83(2001)-  36 02 09.92967(N)    079 50 42.07738(W) AD(       ) 1
 DE9245  ELLIP H (03/13/03)  222.321  (m)                       GP(       ) 4 2
 DE9245  NAD 83(1986)-  36 02 09.93585(N)    079 50 42.08533(W) AD(       ) 1
 DE9245
 DE9245.Superseded values are not recommended for survey control.
 DE9245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9245.See file dsdata.txt to determine how the superseded data were derived.
 DE9245
 DE9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0405088569(NAD 83)
 DE9245_MARKER: DD = SURVEY DISK
 DE9245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9245_STAMPING: 72W.201 7/97
 DE9245_MARK LOGO: NC1940
 DE9245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9245+STABILITY: SURFACE MOTION
 DE9245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9245+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9245
 DE9245  HISTORY     - Date     Condition        Report By
 DE9245  HISTORY     - 1997     MONUMENTED       NC1940
 DE9245
 DE9245                          STATION DESCRIPTION
 DE9245
 DE9245'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9245'STATION IS LOCATED IN GREENSBORO, ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF
 DE9245'THE DOWNTOWN GOVERNMENT COMPLEX AND 6.7 MI (10.8 KM) SOUTHEAST OF THE
 DE9245'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE T-INTERSECTION OF
 DE9245'VANSTORY AND VEASLEY STREETS.
 DE9245'PROCEED ALONG HIGH POINT ROAD FOR 0.6 MI (1.0 KM) SOUTHWEST FROM THE
 DE9245'I-40 OVERPASS, THENCE LEFT/SOUTH FOR 0.25 MI (0.40 KM) ALONG HOLDEN
 DE9245'ROAD, THENCE LEFT/EAST FOR 0.3 MI (0.5 KM) ALONG VANSTORY STREET TO
 DE9245'VEASLEY STREET, AND STATION ON LEFT/NORTHWEST SIDE OF INTERSECTION AT
 DE9245'ROLLING ROADS BAPTIST CHURCH.
 DE9245'MARK IS 1-FOOT HIGHER THAN THE CENTERLINE OF VANSTORY STREET AND FLUSH
 DE9245'WITH GROUND. LOCATED 34.0 FT (10.4 M) NORTH-NORTHEAST  OF THE
 DE9245'CENTERLINE OF VANSTORY STREET, 37.7 FT (11.5 M) WEST-NORTHWEST OF
 DE9245'CENTERLINE OF VEASLEY STREET, 21.0 FT (6.4 M) SOUTH OF A 15-INCH
 DE9245'CEDAR, 52.3 FT (15.9 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, AND 19.4 FT
 DE9245'(5.9 M) SOUTHWEST OF POWER POLE (2220).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1450 ***********************************************************************
 EB1450  DESIGNATION -  73 MEA
 EB1450  PID         -  EB1450
 EB1450  STATE/COUNTY-  NC/PENDER
 EB1450  USGS QUAD   -  ROWAN (1986)
 EB1450
 EB1450                         *CURRENT SURVEY CONTROL
 EB1450  ___________________________________________________________________
 EB1450* NAD 83(1986)-  34 33 12.     (N)    078 15 15.     (W)     SCALED    
 EB1450* NAVD 88     -         7.918  (meters)      25.98   (feet)  ADJUSTED  
 EB1450  ___________________________________________________________________
 EB1450  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EB1450  DYNAMIC HT  -           7.910 (meters)      25.95  (feet)  COMP
 EB1450  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 EB1450
 EB1450  VERT ORDER  -  FIRST     CLASS II
 EB1450
 EB1450.The horizontal coordinates were scaled from a topographic map and have
 EB1450.an estimated accuracy of +/- 6 seconds.
 EB1450
 EB1450.The orthometric height was determined by differential leveling
 EB1450.and adjusted in June 1991.
 EB1450
 EB1450.The geoid height was determined by GEOID03.
 EB1450
 EB1450.The dynamic height is computed by dividing the NAVD 88
 EB1450.geopotential number by the normal gravity value computed on the
 EB1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1450.degrees latitude (g = 980.6199 gals.).
 EB1450
 EB1450.The modeled gravity was interpolated from observed gravity values.
 EB1450
 EB1450;                    North         East    Units  Estimated Accuracy
 EB1450;SPC NC       -    89,370.      678,050.      MT  (+/- 180 meters Scaled)
 EB1450
 EB1450                          SUPERSEDED SURVEY CONTROL
 EB1450
 EB1450  NGVD 29 (10/06/93)    8.170  (m)           26.80   (f) ADJUSTED    1 2
 EB1450
 EB1450.Superseded values are not recommended for survey control.
 EB1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1450.See file dsdata.txt to determine how the superseded data were derived.
 EB1450
 EB1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU519269(NAD 83)
 EB1450_MARKER: DB = BENCH MARK DISK
 EB1450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1450_SP_SET: WINGWALL
 EB1450_STAMPING: 73 MEA 1980
 EB1450_MARK LOGO: USGS  
 EB1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1450+STABILITY: SURFACE MOTION
 EB1450
 EB1450  HISTORY     - Date     Condition        Report By
 EB1450  HISTORY     - 1980     MONUMENTED       USGS
 EB1450  HISTORY     - 1980     GOOD             NCGS
 EB1450
 EB1450                          STATION DESCRIPTION
 EB1450
 EB1450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1450'5.1 MI WNW FROM ATKINSON.
 EB1450'5.9 MILES NORTHWEST ALONG SR 1201 FROM INTERSECTION WITH N.C. 11-53
 EB1450'IN ATKINSON, AT PENDER-BLANDEN COUNTY LINE AND SET IN THE SOUTHEAST
 EB1450'WINGWALL OF BEATTY BRIDGE OVER BLACK RIVER, 20.0 FEET SOUTHWEST OF
 EB1450'CENTERLINE OF ROAD AND 4.2 FEET WEST OF EAST END OF BRIDGE RAIL.
 EB1450'THIS IS A STANDARD USGS DISK.
 EB1450'THE MARK IS 0.5 FT BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9223 ***********************************************************************
 DE9223  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9223  DESIGNATION -  73W 200
 DE9223  PID         -  DE9223
 DE9223  STATE/COUNTY-  NC/GUILFORD
 DE9223  USGS QUAD   -  GREENSBORO (1994)
 DE9223
 DE9223                         *CURRENT SURVEY CONTROL
 DE9223  ___________________________________________________________________
 DE9223* NAD 83(2007)-  36 01 46.13841(N)    079 51 58.86694(W)     ADJUSTED  
 DE9223* NAVD 88     -       270.44   (meters)     887.3    (feet)  GPS OBS   
 DE9223  ___________________________________________________________________
 DE9223  EPOCH DATE  -        2002.00
 DE9223  X           -     908,626.591 (meters)                     COMP
 DE9223  Y           -  -5,083,706.415 (meters)                     COMP
 DE9223  Z           -   3,730,978.666 (meters)                     COMP
 DE9223  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 DE9223  ELLIP HEIGHT-         239.487 (meters)          (02/10/07) ADJUSTED
 DE9223  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DE9223
 DE9223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9223  Type    PID    Designation                      North   East  Ellip
 DE9223  -------------------------------------------------------------------
 DE9223  NETWORK DE9223 73W 200                           1.65   1.29   2.41
 DE9223  -------------------------------------------------------------------
 DE9223
 DE9223.The horizontal coordinates were established by GPS observations
 DE9223.and adjusted by the National Geodetic Survey in February 2007.
 DE9223
 DE9223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9223.The horizontal coordinates are valid at the epoch date displayed above.
 DE9223.The epoch date for horizontal control is a decimal equivalence
 DE9223.of Year/Month/Day.
 DE9223
 DE9223.The orthometric height was determined by GPS observations and a
 DE9223.high-resolution geoid model.
 DE9223.The orthometric height was determined by GPS observations and a
 DE9223.high-resolution geoid model using precise GPS observation and
 DE9223.processing techniques.
 DE9223
 DE9223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9223
 DE9223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9223
 DE9223.The ellipsoidal height was determined by GPS observations
 DE9223.and is referenced to NAD 83.
 DE9223
 DE9223.The geoid height was determined by GEOID03.
 DE9223
 DE9223;                    North         East     Units Scale Factor Converg.
 DE9223;SPC NC       -   253,212.702   531,520.576   MT  0.99996460   -0 30 00.1
 DE9223;SPC NC       -   830,748.67  1,743,830.42   sFT  0.99996460   -0 30 00.1
 DE9223;UTM  17      - 3,987,812.930   602,137.033   MT  0.99972854   +0 40 00.7
 DE9223
 DE9223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9223!SPC NC       -   0.99996241  x   0.99996460  =   0.99992702
 DE9223!UTM  17      -   0.99996241  x   0.99972854  =   0.99969096
 DE9223
 DE9223                          SUPERSEDED SURVEY CONTROL
 DE9223
 DE9223  NAD 83(2001)-  36 01 46.13864(N)    079 51 58.86675(W) AD(       ) 1
 DE9223  ELLIP H (03/13/03)  239.492  (m)                       GP(       ) 4 2
 DE9223  NAD 83(1986)-  36 01 46.14500(N)    079 51 58.87461(W) AD(       ) 1
 DE9223
 DE9223.Superseded values are not recommended for survey control.
 DE9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9223.See file dsdata.txt to determine how the superseded data were derived.
 DE9223
 DE9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0213787813(NAD 83)
 DE9223_MARKER: DD = SURVEY DISK
 DE9223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9223_STAMPING: 73W.200 7/97
 DE9223_MARK LOGO: NC1940
 DE9223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9223+STABILITY: SURFACE MOTION
 DE9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9223+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9223
 DE9223  HISTORY     - Date     Condition        Report By
 DE9223  HISTORY     - 1997     MONUMENTED       NC1940
 DE9223
 DE9223                          STATION DESCRIPTION
 DE9223
 DE9223'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9223'STATION IS LOCATED IN GREENSBORO, ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF
 DE9223'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE SEDGEFIELD ELEMENTARY
 DE9223'SCHOOL.
 DE9223'ALONG GROOMETOWN ROAD FOR 2.3 MI (3.7 KM) NORTH FROM THE OVERPASS OF
 DE9223'I-85 (EXIT 120), ON RIGHT/NORTHEAST SIDE OF GROOMETOWN ROAD ABOUT 50
 DE9223'FEET (15.2 M) SOUTHEAST OF THE INTERSECTION WITH FRAZIER ROAD, NEAR
 DE9223'SIDEWALK IN FRONT OF SCHOOL.
 DE9223'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF GROOMETOWN ROAD AND FLUSH
 DE9223'WITH THE GROUND. LOCATED 12.1 FT (3.7 M) NORTHEAST OF THE EDGE OF
 DE9223'PAVEMENT OF GROOMETOWN ROAD, 42.5 FT (13.0 M) WEST-NORTHWEST OF A
 DE9223'FLAGPOLE AND 43.2 FT (13.2 M) SOUTHEAST OF AN AT+T MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9506 ***********************************************************************
 DE9506  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9506  DESIGNATION -  73W 201
 DE9506  PID         -  DE9506
 DE9506  STATE/COUNTY-  NC/GUILFORD
 DE9506  USGS QUAD   -  GREENSBORO (1994)
 DE9506
 DE9506                         *CURRENT SURVEY CONTROL
 DE9506  ___________________________________________________________________
 DE9506* NAD 83(2007)-  36 01 45.88053(N)    079 51 36.54882(W)     ADJUSTED  
 DE9506* NAVD 88     -       267.62   (meters)     878.0    (feet)  GPS OBS   
 DE9506  ___________________________________________________________________
 DE9506  EPOCH DATE  -        2002.00
 DE9506  X           -     909,177.074 (meters)                     COMP
 DE9506  Y           -  -5,083,610.445 (meters)                     COMP
 DE9506  Z           -   3,730,970.592 (meters)                     COMP
 DE9506  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 DE9506  ELLIP HEIGHT-         236.689 (meters)          (02/10/07) ADJUSTED
 DE9506  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9506
 DE9506  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9506  Type    PID    Designation                      North   East  Ellip
 DE9506  -------------------------------------------------------------------
 DE9506  NETWORK DE9506 73W 201                           2.23   1.88   3.29
 DE9506  -------------------------------------------------------------------
 DE9506
 DE9506.The horizontal coordinates were established by GPS observations
 DE9506.and adjusted by the National Geodetic Survey in February 2007.
 DE9506
 DE9506.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9506.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9506.The horizontal coordinates are valid at the epoch date displayed above.
 DE9506.The epoch date for horizontal control is a decimal equivalence
 DE9506.of Year/Month/Day.
 DE9506
 DE9506.The orthometric height was determined by GPS observations and a
 DE9506.high-resolution geoid model.
 DE9506.The orthometric height was determined by GPS observations and a
 DE9506.high-resolution geoid model using precise GPS observation and
 DE9506.processing techniques.
 DE9506
 DE9506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9506
 DE9506.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9506
 DE9506.The ellipsoidal height was determined by GPS observations
 DE9506.and is referenced to NAD 83.
 DE9506
 DE9506.The geoid height was determined by GEOID03.
 DE9506
 DE9506;                    North         East     Units Scale Factor Converg.
 DE9506;SPC NC       -   253,199.896   532,079.226   MT  0.99996458   -0 29 47.2
 DE9506;SPC NC       -   830,706.66  1,745,663.26   sFT  0.99996458   -0 29 47.2
 DE9506;UTM  17      - 3,987,811.504   602,695.696   MT  0.99972995   +0 40 13.9
 DE9506
 DE9506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9506!SPC NC       -   0.99996285  x   0.99996458  =   0.99992743
 DE9506!UTM  17      -   0.99996285  x   0.99972995  =   0.99969281
 DE9506
 DE9506|---------------------------------------------------------------------|
 DE9506| PID    Reference Object                     Distance      Geod. Az  |
 DE9506|                                                           dddmmss.s |
 DE9506| DE9507 110W 201                            355.388 METERS 18601     |
 DE9506|---------------------------------------------------------------------|
 DE9506
 DE9506                          SUPERSEDED SURVEY CONTROL
 DE9506
 DE9506  NAD 83(2001)-  36 01 45.88079(N)    079 51 36.54866(W) AD(       ) 1
 DE9506  ELLIP H (03/13/03)  236.697  (m)                       GP(       ) 4 2
 DE9506  NAD 83(1986)-  36 01 45.88710(N)    079 51 36.55647(W) AD(       ) 1
 DE9506
 DE9506.Superseded values are not recommended for survey control.
 DE9506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9506.See file dsdata.txt to determine how the superseded data were derived.
 DE9506
 DE9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0269687812(NAD 83)
 DE9506_MARKER: DD = SURVEY DISK
 DE9506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9506_STAMPING: 73W201 1999
 DE9506_MARK LOGO: NC1940
 DE9506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9506+STABILITY: SURFACE MOTION
 DE9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9506+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9506
 DE9506  HISTORY     - Date     Condition        Report By
 DE9506  HISTORY     - 1999     MONUMENTED       NC1940
 DE9506
 DE9506                          STATION DESCRIPTION
 DE9506
 DE9506'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9506'STATION IS ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9506'GOVERNMENT PLAZA, AND AT THE INTERSECTION OF MERRYWEATHER ROAD AND
 DE9506'REPON STREET.
 DE9506'PROCEED FROM HIGH POINT ROAD, ALONG GROOMETOWN ROAD FOR 0.5 MI (0.8
 DE9506'KM) SOUTH, THENCE ALONG KIPLING DRIVE FOR 0.3 MI (0.5 KM) EAST, THENCE
 DE9506'ALONG MERRYWEATHER ROAD FOR 0.2 MI (0.3 KM) NORTH TO STATION ON LEFT,
 DE9506'ON SOUTHWEST SIDE OF INTERSECTION AND AT DRIVEWAY TO HOUSE NUMBER
 DE9506'3900.
 DE9506'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND PROJECTING
 DE9506'2-INCHES ABOVE THE GROUND. LOCATED 16.4 FT (5.0 M) NORTHWEST OF
 DE9506'CENTERLINE OF MERRYWEATHER ROAD OR 1.0 FT (0.3 M) NORTHWEST OF CURB,
 DE9506'24.4 FT (7.4 M) SOUTHWEST OF MANHOLE IN CENTERLINE-INTERSECTION OF
 DE9506'MERRYWEATHER ROAD AND REPON STREET, 32.4 FT (9.9 M) SOUTHWEST OF POWER
 DE9506'POLE (23993H), 35.8 FT (10.9 M) NORTHWEST OF FIRE HYDRANT, AND 1.0 FT
 DE9506'(0.3 M) SOUTHWEST OF PAINTED STREET NUMBER (3900).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5359 ***********************************************************************
 FA5359  DESIGNATION -  74 ATA
 FA5359  PID         -  FA5359
 FA5359  STATE/COUNTY-  NC/ALEXANDER
 FA5359  USGS QUAD   -  HIDDENITE (1970)
 FA5359
 FA5359                         *CURRENT SURVEY CONTROL
 FA5359  ___________________________________________________________________
 FA5359* NAD 83(2007)-  35 55 35.27648(N)    081 04 52.96777(W)     ADJUSTED  
 FA5359* NAVD 88     -       333.29   (+/-2cm)    1093.5    (feet)  VERTCON   
 FA5359  ___________________________________________________________________
 FA5359  EPOCH DATE  -        2002.00
 FA5359  X           -     801,672.866 (meters)                     COMP
 FA5359  Y           -  -5,108,513.695 (meters)                     COMP
 FA5359  Z           -   3,721,764.050 (meters)                     COMP
 FA5359  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FA5359  ELLIP HEIGHT-         300.669 (meters)          (02/10/07) ADJUSTED
 FA5359  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FA5359
 FA5359  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5359  Type    PID    Designation                      North   East  Ellip
 FA5359  -------------------------------------------------------------------
 FA5359  NETWORK FA5359 74 ATA                            0.63   0.59   1.45
 FA5359  -------------------------------------------------------------------
 FA5359  VERT ORDER  -  THIRD ? (See Below)
 FA5359
 FA5359.The horizontal coordinates were established by GPS observations
 FA5359.and adjusted by the National Geodetic Survey in February 2007.
 FA5359
 FA5359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5359.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5359.The horizontal coordinates are valid at the epoch date displayed above.
 FA5359.The epoch date for horizontal control is a decimal equivalence
 FA5359.of Year/Month/Day.
 FA5359
 FA5359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5359.The vertical order pertains to the NGVD 29 superseded value.
 FA5359
 FA5359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5359
 FA5359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5359
 FA5359.The ellipsoidal height was determined by GPS observations
 FA5359.and is referenced to NAD 83.
 FA5359
 FA5359.The geoid height was determined by GEOID03.
 FA5359
 FA5359;                    North         East     Units Scale Factor Converg.
 FA5359;SPC NC       -   243,410.887   421,786.956   MT  0.99994181   -1 12 04.7
 FA5359;SPC NC       -   798,590.55  1,383,812.70   sFT  0.99994181   -1 12 04.7
 FA5359;UTM  17      - 3,975,795.532   492,658.616   MT  0.99960066   -0 02 51.9
 FA5359
 FA5359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5359!SPC NC       -   0.99995281  x   0.99994181  =   0.99989462
 FA5359!UTM  17      -   0.99995281  x   0.99960066  =   0.99955349
 FA5359
 FA5359                          SUPERSEDED SURVEY CONTROL
 FA5359
 FA5359  NAD 83(2001)-  35 55 35.27666(N)    081 04 52.96785(W) AD(       ) 1
 FA5359  ELLIP H (03/13/03)  300.653  (m)                       GP(       ) 4 2
 FA5359  NAD 83(1986)-  35 55 35.28293(N)    081 04 52.97335(W) AD(       ) 1
 FA5359  NGVD 29 (11/04/93)  333.48   (m)         1094.1    (f) LEVELING    3  
 FA5359
 FA5359.Superseded values are not recommended for survey control.
 FA5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5359.See file dsdata.txt to determine how the superseded data were derived.
 FA5359
 FA5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9265975796(NAD 83)
 FA5359_MARKER: DB = BENCH MARK DISK
 FA5359_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA5359_SP_SET: PREFAB CONC. POST IN EARTH
 FA5359_STAMPING: 74 ATA 1951 1094
 FA5359_MARK LOGO: USGS  
 FA5359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5359+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 FA5359
 FA5359  HISTORY     - Date     Condition        Report By
 FA5359  HISTORY     - 1951     MONUMENTED       USGS
 FA5359  HISTORY     - 19910403 GOOD             NCGS
 FA5359
 FA5359                          STATION DESCRIPTION
 FA5359
 FA5359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5359'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH-NORTHEAST OF HIDDENITE
 FA5359'AND 5.3 MI (8.5 KM) EAST OF TAYLORSVILLE.
 FA5359'ALONG SR 1001 (SULPHUR SPRINGS ROAD) FOR 2.0 MI (3.2 KM)
 FA5359'NORTH-NORTHEAST FROM NC 90 (IN HIDDENITE) TO SR 1493 (MULBERRY ROAD),
 FA5359'AND STATION, 90 FEET NORTH OF INTERSECTION AT A POLE.
 FA5359'MARK IS ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES ABOVE GROUND.
 FA5359'LOCATED 23.0 FT (7.0 M) WEST-NORTHWEST OF THE CENTERLINE OF SR
 FA5359'1001--AND 4.8 FT (1.5 M) SOUTH-SOUTHWEST OF A POWER POLE, 68.0 FT
 FA5359'(20.7 M) NORTH-NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2427 ***********************************************************************
 EB2427  DESIGNATION -  74 JJS
 EB2427  PID         -  EB2427
 EB2427  STATE/COUNTY-  NC/COLUMBUS
 EB2427  USGS QUAD   -  CERRO GORDO (1986)
 EB2427
 EB2427                         *CURRENT SURVEY CONTROL
 EB2427  ___________________________________________________________________
 EB2427* NAD 83(2001)-  34 15 47.31526(N)    078 57 30.02791(W)     ADJUSTED  
 EB2427* NAVD 88     -        29.35   (+/-2cm)      96.3    (feet)  VERTCON   
 EB2427  ___________________________________________________________________
 EB2427  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 EB2427  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 EB2427  HORZ ORDER  -  SECOND
 EB2427  VERT ORDER  -  THIRD ? (See Below)
 EB2427
 EB2427.The horizontal coordinates were established by classical geodetic methods
 EB2427.and adjusted by the National Geodetic Survey in August 2005.
 EB2427
 EB2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2427.The vertical order pertains to the NGVD 29 superseded value.
 EB2427
 EB2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2427
 EB2427.The geoid height was determined by GEOID03.
 EB2427
 EB2427;                    North         East     Units Scale Factor Converg.
 EB2427;SPC NC       -    56,926.176   613,438.039   MT  1.00002018   +0 01 26.6
 EB2427;SPC NC       -   186,765.30  2,012,587.97   sFT  1.00002018   +0 01 26.6
 EB2427;UTM  17      - 3,793,219.395   687,974.088   MT  1.00003557   +1 08 59.2
 EB2427
 EB2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2427!SPC NC       -   1.00000074  x   1.00002018  =   1.00002092
 EB2427!UTM  17      -   1.00000074  x   1.00003557  =   1.00003631
 EB2427
 EB2427                          SUPERSEDED SURVEY CONTROL
 EB2427
 EB2427  NAD 83(1986)-  34 15 47.32555(N)    078 57 30.03187(W) AD(       ) 2
 EB2427  NAD 27      -  34 15 46.71798(N)    078 57 30.93173(W) AD(       ) 2
 EB2427  NGVD 29 (07/19/86)   29.65   (m)           97.3    (f) LEVELING    3  
 EB2427
 EB2427.Superseded values are not recommended for survey control.
 EB2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2427.See file dsdata.txt to determine how the superseded data were derived.
 EB2427
 EB2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8797493219(NAD 83)
 EB2427_MARKER: DD = SURVEY DISK
 EB2427_SETTING: 0 = UNSPECIFIED SETTING
 EB2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2427
 EB2427  HISTORY     - Date     Condition        Report By
 EB2427  HISTORY     - 1974     MONUMENTED       USGS
 EB2427
 EB2427                          STATION DESCRIPTION
 EB2427
 EB2427'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (JWC)
 EB2427'74 JJS IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION IN THE
 EB2427'VICINITY OF CERRO GORDO, NORTH CAROLINA.
 EB2427'
 EB2427'74 JJS IS LOCATED APPROXIMATELY 4.3 MILES SSW OF CERRO GORDO AND
 EB2427'5.4 MILES SOUTHEAST OF FAIR BLUFF.  TO REACH STATION PROCEED FROM
 EB2427'THE INTERSECTION OF NC 904 WITH SR 1314 AND SR 1352 AT CHERRY GROVE,
 EB2427'PROCEED NORTH ALONG SR 1352 FOR 1.85 MILES TO INTERSECTION WITH SR
 EB2427'1353 AND STATION IN NORTHWEST QUADRANT, BY FENCE.
 EB2427'
 EB2427'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED 74
 EB2427'JJS 1951 97, SET IN A PRECAST MONUMENT SIX INCHES ABOVE THE SURFACE
 EB2427'OF THE GROUND.
 EB2427'
 EB2427'MARK IS 58.3 FT W OF C/L OF SR 1352
 EB2427'
 EB2427'28.9 FT N OF C/L OF SR 1353
 EB2427'
 EB2427'19.0 FT S OF PP WITH ALUMINUM REF. TAG.
 EB2427'
 EB2427'3.2 FT NW OF W FENCE POST AT ENTRANCE TO FIELD
 EB2427'
 EB2427'4.6 FT E OF BASE OF SOUTHERN GUY WIRE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1451 ***********************************************************************
 EB1451  DESIGNATION -  74 MEA
 EB1451  PID         -  EB1451
 EB1451  STATE/COUNTY-  NC/PENDER
 EB1451  USGS QUAD   -  ATKINSON (1984)
 EB1451
 EB1451                         *CURRENT SURVEY CONTROL
 EB1451  ___________________________________________________________________
 EB1451* NAD 83(1986)-  34 32 54.     (N)    078 13 58.     (W)     SCALED    
 EB1451* NAVD 88     -        29.813  (meters)      97.81   (feet)  ADJUSTED  
 EB1451  ___________________________________________________________________
 EB1451  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 EB1451  DYNAMIC HT  -          29.785 (meters)      97.72  (feet)  COMP
 EB1451  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EB1451
 EB1451  VERT ORDER  -  FIRST     CLASS II
 EB1451
 EB1451.The horizontal coordinates were scaled from a topographic map and have
 EB1451.an estimated accuracy of +/- 6 seconds.
 EB1451
 EB1451.The orthometric height was determined by differential leveling
 EB1451.and adjusted in June 1991.
 EB1451
 EB1451.The geoid height was determined by GEOID03.
 EB1451
 EB1451.The dynamic height is computed by dividing the NAVD 88
 EB1451.geopotential number by the normal gravity value computed on the
 EB1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1451.degrees latitude (g = 980.6199 gals.).
 EB1451
 EB1451.The modeled gravity was interpolated from observed gravity values.
 EB1451
 EB1451;                    North         East    Units  Estimated Accuracy
 EB1451;SPC NC       -    88,830.      680,020.      MT  (+/- 180 meters Scaled)
 EB1451
 EB1451                          SUPERSEDED SURVEY CONTROL
 EB1451
 EB1451  NGVD 29 (10/06/93)   30.068  (m)           98.65   (f) ADJUSTED    1 2
 EB1451
 EB1451.Superseded values are not recommended for survey control.
 EB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1451.See file dsdata.txt to determine how the superseded data were derived.
 EB1451
 EB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU539264(NAD 83)
 EB1451_MARKER: DB = BENCH MARK DISK
 EB1451_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EB1451+WITH SETTING: PAVEMENT
 EB1451_SP_SET: CONCRETE FLOOR OF SHED
 EB1451_STAMPING: 74 MEA 1980
 EB1451_MARK LOGO: USGS  
 EB1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1451+STABILITY: SURFACE MOTION
 EB1451
 EB1451  HISTORY     - Date     Condition        Report By
 EB1451  HISTORY     - 1980     MONUMENTED       USGS
 EB1451  HISTORY     - 1980     GOOD             NCGS
 EB1451
 EB1451                          STATION DESCRIPTION
 EB1451
 EB1451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1451'3.8 MI WNW FROM ATKINSON.
 EB1451'4.6 MILES NORTHWEST ALONG SR 1201 FROM INTERSECTION WITH N.C. 11-53
 EB1451'IN ATKINSON, ON NORTH SIDE OF ROAD, SET IN THE CONCRETE FLOOR OF A
 EB1451'BLUEBERRY FARM BUILDING SHELTER AND 1.3 MILES EAST OF BEATTY BRIDGE
 EB1451'OVER BLACK RIVER, 68.7 FEET NORTH OF CENTERLINE OF ROAD, 2.6 FEET WEST
 EB1451'OF SOUTHWEST CORNER OF PACKING HOUSE, 4.5 FEET EAST OF SOUTHEAST
 EB1451'SHELTER POST AND 54.2 FEET NORTHWEST OF SERVICE POLE WITH REFERENCE
 EB1451'TAG.  THIS IS A STANDARD USGS DISK.
 EB1451'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2087 ***********************************************************************
 FX2087  DESIGNATION -  74 WSM
 FX2087  PID         -  FX2087
 FX2087  STATE/COUNTY-  NC/BERTIE
 FX2087  USGS QUAD   -  COLERAIN (1982)
 FX2087
 FX2087                         *CURRENT SURVEY CONTROL
 FX2087  ___________________________________________________________________
 FX2087* NAD 83(1986)-  36 12 03.     (N)    076 47 09.     (W)     SCALED    
 FX2087* NAVD 88     -        11.596  (meters)      38.04   (feet)  ADJUSTED  
 FX2087  ___________________________________________________________________
 FX2087  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 FX2087  DYNAMIC HT  -          11.587 (meters)      38.02  (feet)  COMP
 FX2087  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 FX2087
 FX2087  VERT ORDER  -  SECOND    CLASS II
 FX2087
 FX2087.The horizontal coordinates were scaled from a topographic map and have
 FX2087.an estimated accuracy of +/- 6 seconds.
 FX2087
 FX2087.The orthometric height was determined by differential leveling
 FX2087.and adjusted in June 1991.
 FX2087
 FX2087.The geoid height was determined by GEOID03.
 FX2087
 FX2087.The dynamic height is computed by dividing the NAVD 88
 FX2087.geopotential number by the normal gravity value computed on the
 FX2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2087.degrees latitude (g = 980.6199 gals.).
 FX2087
 FX2087.The modeled gravity was interpolated from observed gravity values.
 FX2087
 FX2087;                    North         East    Units  Estimated Accuracy
 FX2087;SPC NC       -   274,110.      808,720.      MT  (+/- 180 meters Scaled)
 FX2087
 FX2087                          SUPERSEDED SURVEY CONTROL
 FX2087
 FX2087  NGVD 29 (??/??/92)   11.929  (m)           39.14   (f) ADJ UNCH    2 2
 FX2087
 FX2087.Superseded values are not recommended for survey control.
 FX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2087.See file dsdata.txt to determine how the superseded data were derived.
 FX2087
 FX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF394077(NAD 83)
 FX2087_MARKER: DB = BENCH MARK DISK
 FX2087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2087_SP_SET: CULVERT HEADWALL
 FX2087_STAMPING: 74 WSM 1955 39
 FX2087_MARK LOGO: USGS  
 FX2087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2087+STABILITY: SURFACE MOTION
 FX2087
 FX2087  HISTORY     - Date     Condition        Report By
 FX2087  HISTORY     - 1955     MONUMENTED       USGS
 FX2087  HISTORY     - 19740822 GOOD             NCGS
 FX2087
 FX2087                          STATION DESCRIPTION
 FX2087
 FX2087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2087'SOURCE OF DESCRIPTIVE TEXT IS USGS PUBLICATION--
 FX2087'1.0 MI WEST OF COLERAIN, 20 FT SOUTH OF STATE HIGHWAY 35, AT DRAIN, IN
 FX2087'WEST END OF SOUTH HEADWALL OF CONCRETE CULVERT, STANDARD TABLET
 FX2087'STAMPED 74 WSM 1955 39.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0652 ***********************************************************************
 FY0652  DESIGNATION -  743.1
 FY0652  PID         -  FY0652
 FY0652  STATE/COUNTY-  NC/CASWELL
 FY0652  USGS QUAD   -  DANVILLE (1984)
 FY0652
 FY0652                         *CURRENT SURVEY CONTROL
 FY0652  ___________________________________________________________________
 FY0652* NAD 83(1986)-  36 30 43.     (N)    079 28 17.     (W)     SCALED    
 FY0652* NAVD 88     -       226.370  (meters)     742.68   (feet)  POSTED    
 FY0652  ___________________________________________________________________
 FY0652  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY0652  DYNAMIC HT  -         226.180 (meters)     742.06  (feet)  COMP
 FY0652  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 FY0652
 FY0652  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FY0652
 FY0652.The horizontal coordinates were scaled from a topographic map and have
 FY0652.an estimated accuracy of +/- 6 seconds.
 FY0652
 FY0652.The orthometric height was determined by differential leveling
 FY0652.and adjusted by the  in 1992.
 FY0652.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FY0652.was located on a no-check spur therefore a value was not computed.
 FY0652.No vertical observational check was made to the station.
 FY0652
 FY0652.The geoid height was determined by GEOID03.
 FY0652
 FY0652.The dynamic height is computed by dividing the NAVD 88
 FY0652.geopotential number by the normal gravity value computed on the
 FY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0652.degrees latitude (g = 980.6199 gals.).
 FY0652
 FY0652.The modeled gravity was interpolated from observed gravity values.
 FY0652
 FY0652;                    North         East    Units  Estimated Accuracy
 FY0652;SPC NC       -   306,510.      567,370.      MT  (+/- 180 meters Scaled)
 FY0652
 FY0652                          SUPERSEDED SURVEY CONTROL
 FY0652
 FY0652  NGVD 29 (??/??/92)  226.594  (m)          743.42   (f) ADJ UNCH    1 2
 FY0652
 FY0652.Superseded values are not recommended for survey control.
 FY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0652.See file dsdata.txt to determine how the superseded data were derived.
 FY0652
 FY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA368418(NAD 83)
 FY0652_MARKER: Q = CHISELED SQUARE
 FY0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0652_SP_SET: CONCRETE BASE
 FY0652_MARK LOGO: USGS  
 FY0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0652
 FY0652  HISTORY     - Date     Condition        Report By
 FY0652  HISTORY     - UNK      MONUMENTED       USGS
 FY0652  HISTORY     - 1959     GOOD             NGS
 FY0652  HISTORY     - 1983     MARK NOT FOUND   NGS
 FY0652
 FY0652                          STATION DESCRIPTION
 FY0652
 FY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 FY0652'AT PELHAM.
 FY0652'AT PELHAM, CASWELL COUNTY, 795 FEET NORTH OF THE SOUTHERN
 FY0652'RAILWAY STATION, IN THE TOP OF THE NORTHWEST CORNER OF THE
 FY0652'CONCRETE BASE OF SIGNAL POST 244.2, 6 FEET EAST OF THE EAST RAIL
 FY0652'OF THE NORTH-BOUND MAIN TRACK, AND LEVEL WITH THE RAIL.
 FY0652
 FY0652                          STATION RECOVERY (1983)
 FY0652
 FY0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY0652'NOT RECOVERED, NO SIGNAL BASE WAS FOUND AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1254 ***********************************************************************
 FY1254  DESIGNATION -  744
 FY1254  PID         -  FY1254
 FY1254  STATE/COUNTY-  NC/GUILFORD
 FY1254  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1254
 FY1254                         *CURRENT SURVEY CONTROL
 FY1254  ___________________________________________________________________
 FY1254* NAD 83(1986)-  36 06 20.     (N)    079 39 29.     (W)     SCALED    
 FY1254* NAVD 88     -       226.219  (meters)     742.19   (feet)  ADJUSTED  
 FY1254  ___________________________________________________________________
 FY1254  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FY1254  DYNAMIC HT  -         226.034 (meters)     741.58  (feet)  COMP
 FY1254  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 FY1254
 FY1254  VERT ORDER  -  FIRST     CLASS I
 FY1254
 FY1254.The horizontal coordinates were scaled from a topographic map and have
 FY1254.an estimated accuracy of +/- 6 seconds.
 FY1254
 FY1254.The orthometric height was determined by differential leveling
 FY1254.and adjusted in June 1991.
 FY1254.WARNING-Repeat measurements at this control monument indicate possible
 FY1254.vertical movement.
 FY1254
 FY1254.The geoid height was determined by GEOID03.
 FY1254
 FY1254.The dynamic height is computed by dividing the NAVD 88
 FY1254.geopotential number by the normal gravity value computed on the
 FY1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1254.degrees latitude (g = 980.6199 gals.).
 FY1254
 FY1254.The modeled gravity was interpolated from observed gravity values.
 FY1254
 FY1254;                    North         East    Units  Estimated Accuracy
 FY1254;SPC NC       -   261,510.      550,350.      MT  (+/- 180 meters Scaled)
 FY1254
 FY1254                          SUPERSEDED SURVEY CONTROL
 FY1254
 FY1254  NGVD 29 (??/??/92)  226.466  (m)          743.00   (f) ADJ UNCH    1 1
 FY1254
 FY1254.Superseded values are not recommended for survey control.
 FY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1254.See file dsdata.txt to determine how the superseded data were derived.
 FY1254
 FY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV207964(NAD 83)
 FY1254_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1254_STAMPING: 743.332
 FY1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1254
 FY1254  HISTORY     - Date     Condition        Report By
 FY1254  HISTORY     - UNK      MONUMENTED       USGS
 FY1254  HISTORY     - 1967     GOOD             NGS
 FY1254
 FY1254                          STATION DESCRIPTION
 FY1254
 FY1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY1254'AT MC LEANSVILLE.
 FY1254'AT MC LEANSVILLE, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 172
 FY1254'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 FY1254'AND COUNTY ROAD 2819, 77 FEET SOUTHEAST OF MILEPOST 8, 90 FEET
 FY1254'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 42 FEET WEST
 FY1254'OF THE CENTERLINE OF COUNTY ROAD 2819, 116 FEET NORTH OF THE NORTH
 FY1254'CORNER OF A BRICK HOUSE, 44 FEET SOUTHWEST OF A POWER POLE THAT
 FY1254'BEARS A TRANSFORMER, 0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT
 FY1254'4 FEET BELOW THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY CAP
 FY1254'ON TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9490 ***********************************************************************
 DE9490  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9490  DESIGNATION -  74E 200
 DE9490  PID         -  DE9490
 DE9490  STATE/COUNTY-  NC/GUILFORD
 DE9490  USGS QUAD   -  GREENSBORO (1994)
 DE9490
 DE9490                         *CURRENT SURVEY CONTROL
 DE9490  ___________________________________________________________________
 DE9490* NAD 83(2007)-  36 02 21.85012(N)    079 51 02.50165(W)     ADJUSTED  
 DE9490* NAVD 88     -       261.95   (meters)     859.4    (feet)  GPS OBS   
 DE9490  ___________________________________________________________________
 DE9490  EPOCH DATE  -        2002.00
 DE9490  X           -     909,900.451 (meters)                     COMP
 DE9490  Y           -  -5,082,813.770 (meters)                     COMP
 DE9490  Z           -   3,731,863.815 (meters)                     COMP
 DE9490  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 DE9490  ELLIP HEIGHT-         231.008 (meters)          (02/10/07) ADJUSTED
 DE9490  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 DE9490
 DE9490  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9490  Type    PID    Designation                      North   East  Ellip
 DE9490  -------------------------------------------------------------------
 DE9490  NETWORK DE9490 74E 200                           2.61   1.90   3.47
 DE9490  -------------------------------------------------------------------
 DE9490
 DE9490.The horizontal coordinates were established by GPS observations
 DE9490.and adjusted by the National Geodetic Survey in February 2007.
 DE9490
 DE9490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9490.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9490.The horizontal coordinates are valid at the epoch date displayed above.
 DE9490.The epoch date for horizontal control is a decimal equivalence
 DE9490.of Year/Month/Day.
 DE9490
 DE9490.The orthometric height was determined by GPS observations and a
 DE9490.high-resolution geoid model.
 DE9490.The orthometric height was determined by GPS observations and a
 DE9490.high-resolution geoid model using precise GPS observation and
 DE9490.processing techniques.
 DE9490
 DE9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9490
 DE9490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9490
 DE9490.The ellipsoidal height was determined by GPS observations
 DE9490.and is referenced to NAD 83.
 DE9490
 DE9490.The geoid height was determined by GEOID03.
 DE9490
 DE9490;                    North         East     Units Scale Factor Converg.
 DE9490;SPC NC       -   254,301.131   532,941.075   MT  0.99996697   -0 29 27.6
 DE9490;SPC NC       -   834,319.63  1,748,490.84   sFT  0.99996697   -0 29 27.6
 DE9490;UTM  17      - 3,988,929.803   603,534.739   MT  0.99973208   +0 40 34.5
 DE9490
 DE9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9490!SPC NC       -   0.99996374  x   0.99996697  =   0.99993072
 DE9490!UTM  17      -   0.99996374  x   0.99973208  =   0.99969583
 DE9490
 DE9490                          SUPERSEDED SURVEY CONTROL
 DE9490
 DE9490  NAD 83(2001)-  36 02 21.85038(N)    079 51 02.50146(W) AD(       ) 1
 DE9490  ELLIP H (03/13/03)  231.013  (m)                       GP(       ) 4 2
 DE9490  NAD 83(1986)-  36 02 21.85663(N)    079 51 02.50944(W) AD(       ) 1
 DE9490
 DE9490.Superseded values are not recommended for survey control.
 DE9490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9490.See file dsdata.txt to determine how the superseded data were derived.
 DE9490
 DE9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0353588930(NAD 83)
 DE9490_MARKER: DD = SURVEY DISK
 DE9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9490_STAMPING: 74E200 1999
 DE9490_MARK LOGO: NC1940
 DE9490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9490+STABILITY: SURFACE MOTION
 DE9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9490+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9490
 DE9490  HISTORY     - Date     Condition        Report By
 DE9490  HISTORY     - 1999     MONUMENTED       NC1940
 DE9490
 DE9490                          STATION DESCRIPTION
 DE9490
 DE9490'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9490'STATION IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF THE DOWNTOWN GREENSBORO
 DE9490'GOVERNMENT PLAZA, 3.0 MI (4.8 KM) EAST-NORTHEAST OF THE SEDGEFIELD
 DE9490'COMMUNITY.
 DE9490'ALONG HIGH POINT ROAD, 0.1 MI (0.2 KM) SOUTHWEST OF HOLDEN ROAD,
 DE9490'ACROSS FROM THE INTERSECTION WITH BOULEVARD WAY.
 DE9490'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH
 DE9490'THE GROUND. LOCATED 21.5 FT (6.6 M) SOUTH OF THE CENTERLINE OF
 DE9490'EASTBOUND LANES OF HIGH POINT ROAD, 1.9 FT (0.6 M) NORTH OF THE EDGE
 DE9490'OF SIDEWALK, 12.5 FT (3.8 M) SOUTHWEST OF A POWER POLE WITH METAL BOX
 DE9490'AND METER, AND 70.8 FT (21.6 M) WEST OF TELEPHONE BOOTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9489 ***********************************************************************
 DE9489  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9489  DESIGNATION -  74W 200
 DE9489  PID         -  DE9489
 DE9489  STATE/COUNTY-  NC/GUILFORD
 DE9489  USGS QUAD   -  GREENSBORO (1994)
 DE9489
 DE9489                         *CURRENT SURVEY CONTROL
 DE9489  ___________________________________________________________________
 DE9489* NAD 83(2007)-  36 02 15.67952(N)    079 51 29.22972(W)     ADJUSTED  
 DE9489* NAVD 88     -       264.22   (meters)     866.9    (feet)  GPS OBS   
 DE9489  ___________________________________________________________________
 DE9489  EPOCH DATE  -        2002.00
 DE9489  X           -     909,261.830 (meters)                     COMP
 DE9489  Y           -  -5,083,043.576 (meters)                     COMP
 DE9489  Z           -   3,731,711.342 (meters)                     COMP
 DE9489  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 DE9489  ELLIP HEIGHT-         233.259 (meters)          (02/10/07) ADJUSTED
 DE9489  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 DE9489
 DE9489  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9489  Type    PID    Designation                      North   East  Ellip
 DE9489  -------------------------------------------------------------------
 DE9489  NETWORK DE9489 74W 200                           2.57   1.90   3.45
 DE9489  -------------------------------------------------------------------
 DE9489
 DE9489.The horizontal coordinates were established by GPS observations
 DE9489.and adjusted by the National Geodetic Survey in February 2007.
 DE9489
 DE9489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9489.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9489.The horizontal coordinates are valid at the epoch date displayed above.
 DE9489.The epoch date for horizontal control is a decimal equivalence
 DE9489.of Year/Month/Day.
 DE9489
 DE9489.The orthometric height was determined by GPS observations and a
 DE9489.high-resolution geoid model.
 DE9489.The orthometric height was determined by GPS observations and a
 DE9489.high-resolution geoid model using precise GPS observation and
 DE9489.processing techniques.
 DE9489
 DE9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9489
 DE9489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9489
 DE9489.The ellipsoidal height was determined by GPS observations
 DE9489.and is referenced to NAD 83.
 DE9489
 DE9489.The geoid height was determined by GEOID03.
 DE9489
 DE9489;                    North         East     Units Scale Factor Converg.
 DE9489;SPC NC       -   254,116.712   532,270.394   MT  0.99996656   -0 29 43.0
 DE9489;SPC NC       -   833,714.58  1,746,290.45   sFT  0.99996656   -0 29 43.0
 DE9489;UTM  17      - 3,988,731.807   602,868.111   MT  0.99973039   +0 40 18.6
 DE9489
 DE9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9489!SPC NC       -   0.99996339  x   0.99996656  =   0.99992995
 DE9489!UTM  17      -   0.99996339  x   0.99973039  =   0.99969379
 DE9489
 DE9489                          SUPERSEDED SURVEY CONTROL
 DE9489
 DE9489  NAD 83(2001)-  36 02 15.67977(N)    079 51 29.22953(W) AD(       ) 1
 DE9489  ELLIP H (03/13/03)  233.265  (m)                       GP(       ) 4 2
 DE9489  NAD 83(1986)-  36 02 15.68604(N)    079 51 29.23752(W) AD(       ) 1
 DE9489
 DE9489.Superseded values are not recommended for survey control.
 DE9489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9489.See file dsdata.txt to determine how the superseded data were derived.
 DE9489
 DE9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0286888732(NAD 83)
 DE9489_MARKER: DD = SURVEY DISK
 DE9489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9489_STAMPING: 74W200 1999
 DE9489_MARK LOGO: NC1940
 DE9489_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9489+STABILITY: SURFACE MOTION
 DE9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9489+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9489
 DE9489  HISTORY     - Date     Condition        Report By
 DE9489  HISTORY     - 1999     MONUMENTED       NC1940
 DE9489
 DE9489                          STATION DESCRIPTION
 DE9489
 DE9489'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9489'STATION IS ABOUT 4.4 MI (7.1 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9489'GREENSBORO GOVERNMENT PLAZA, 2.6 MI (4.2 KM) NORTHEAST OF THE
 DE9489'SEDGEFIELD COMMUNITY.
 DE9489'ALONG HIGH POINT ROAD, 0.5 MI (0.8 KM) SOUTHWEST OF HOLDEN ROAD,
 DE9489'ACROSS FROM THE INTERSECTION WITH FARMINGTON DRIVE, AT THE WESTERN
 DE9489'ROAD ENTRANCE INTO OLD CIRCUIT CITY PARKING, AND ACROSS ROAD FROM
 DE9489'PRIMECARE.
 DE9489'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND RECESSED
 DE9489'4-INCHES BELOW GROUND. LOCATED 17.0 FT (5.2 M) NORTH OF THE CENTERLINE
 DE9489'OF HIGH POINT ROAD OR 3.0 FT (0.9 M) NORTH OF EDGE OF SIDEWALK, 8.0 FT
 DE9489'(2.4 M) EAST OF END OF CURB OF DRIVEWAY ENTRANCE, AND 13.0 FT (4.0 M)
 DE9489'NORTHWEST OF GAS VALVE IN WESTBOUND LANE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0463 ***********************************************************************
 EY0463  DESIGNATION -  75
 EY0463  PID         -  EY0463
 EY0463  STATE/COUNTY-  NC/PITT
 EY0463  USGS QUAD   -  GREENVILLE SW (1981)
 EY0463
 EY0463                         *CURRENT SURVEY CONTROL
 EY0463  ___________________________________________________________________
 EY0463* NAD 83(1986)-  35 31 46.     (N)    077 24 04.     (W)     SCALED    
 EY0463* NAVD 88     -        21.796  (meters)      71.51   (feet)  ADJUSTED  
 EY0463  ___________________________________________________________________
 EY0463  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EY0463  DYNAMIC HT  -          21.777 (meters)      71.45  (feet)  COMP
 EY0463  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 EY0463
 EY0463  VERT ORDER  -  SECOND    CLASS 0
 EY0463
 EY0463.The horizontal coordinates were scaled from a topographic map and have
 EY0463.an estimated accuracy of +/- 6 seconds.
 EY0463
 EY0463.The orthometric height was determined by differential leveling
 EY0463.and adjusted in June 1991.
 EY0463
 EY0463.The geoid height was determined by GEOID03.
 EY0463
 EY0463.The dynamic height is computed by dividing the NAVD 88
 EY0463.geopotential number by the normal gravity value computed on the
 EY0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0463.degrees latitude (g = 980.6199 gals.).
 EY0463
 EY0463.The modeled gravity was interpolated from observed gravity values.
 EY0463
 EY0463;                    North         East    Units  Estimated Accuracy
 EY0463;SPC NC       -   198,560.      754,590.      MT  (+/- 180 meters Scaled)
 EY0463
 EY0463                          SUPERSEDED SURVEY CONTROL
 EY0463
 EY0463  NGVD 29 (??/??/92)   22.139  (m)           72.63   (f) ADJ UNCH    2 0
 EY0463
 EY0463.Superseded values are not recommended for survey control.
 EY0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0463.See file dsdata.txt to determine how the superseded data were derived.
 EY0463
 EY0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE822344(NAD 83)
 EY0463_MARKER: P = PIPE CAP
 EY0463_SETTING: 0 = UNSPECIFIED SETTING
 EY0463_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY0463_STAMPING: 75 RALEIGH
 EY0463_MARK LOGO: USGS  
 EY0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0463
 EY0463  HISTORY     - Date     Condition        Report By
 EY0463  HISTORY     - UNK      MONUMENTED       USGS
 EY0463  HISTORY     - 1935     GOOD             CGS
 EY0463  HISTORY     - 1982     GOOD             NCGS
 EY0463  HISTORY     - 20070414 MARK NOT FOUND   NGS
 EY0463
 EY0463                          STATION DESCRIPTION
 EY0463
 EY0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0463'AT WINTERVILLE.
 EY0463'AT WINTERVILLE, PITT COUNTY, 14 FEET SOUTH OF THE SOUTHWEST CORNER
 EY0463'OF THE ATLANTIC COAST LINE RAILROAD STATION, AND 20.8 FEET EAST
 EY0463'OF THE EAST RAIL OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 EY0463'SURVEY STANDARD CAP, STAMPED---75 RALEIGH---, AND RIVETED ON
 EY0463'THE TOP OF A 3-1/2-INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 EY0463
 EY0463                          STATION RECOVERY (1982)
 EY0463
 EY0463'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0463'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EY0463'IN WINTERVILLE AT OLD RAILROAD STATION, 13.7 FEET SOUTHWEST OF
 EY0463'SOUTHWEST CORNER OF STATION BUILDING, 30.4 FEET WEST OF SOUTHEAST
 EY0463'CORNER OF STATION BUILDING, 21.0 FEET EAST-SOUTHEAST OF EAST RAIL,
 EY0463'3.3 FEET WEST OF PROLONGATION OF WEST WALL OF STATION BUILDING,
 EY0463'42.0 FEET NORTHEAST OF GRADE CROSSING AND 87.2 FEET FROM NORTHWEST
 EY0463'CORNER OF CONCRETE BLOCK BUILDING IN SOUTHEAST QUADRANT.
 EY0463
 EY0463                          STATION RECOVERY (2007)
 EY0463
 EY0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 EY0463'RR STATION IN FRONT OF TOWN HALL HAS BEEN DESTROYED.  CROSSING IS
 EY0463'DEPOT STREET.  AREA OF MARK HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0369 ***********************************************************************
 FA0369  DESIGNATION -  75 EGB
 FA0369  PID         -  FA0369
 FA0369  STATE/COUNTY-  NC/MECKLENBURG
 FA0369  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0369
 FA0369                         *CURRENT SURVEY CONTROL
 FA0369  ___________________________________________________________________
 FA0369* NAD 83(1986)-  35 08 06.     (N)    080 52 33.     (W)     SCALED    
 FA0369* NAVD 88     -       201.789  (meters)     662.04   (feet)  ADJUSTED  
 FA0369  ___________________________________________________________________
 FA0369  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA0369  DYNAMIC HT  -         201.606 (meters)     661.44  (feet)  COMP
 FA0369  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 FA0369
 FA0369  VERT ORDER  -  SECOND    CLASS 0
 FA0369
 FA0369.The horizontal coordinates were scaled from a topographic map and have
 FA0369.an estimated accuracy of +/- 6 seconds.
 FA0369
 FA0369.The orthometric height was determined by differential leveling
 FA0369.and adjusted in June 1991.
 FA0369
 FA0369.The geoid height was determined by GEOID03.
 FA0369
 FA0369.The dynamic height is computed by dividing the NAVD 88
 FA0369.geopotential number by the normal gravity value computed on the
 FA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0369.degrees latitude (g = 980.6199 gals.).
 FA0369
 FA0369.The modeled gravity was interpolated from observed gravity values.
 FA0369
 FA0369;                    North         East    Units  Estimated Accuracy
 FA0369;SPC NC       -   155,250.      438,670.      MT  (+/- 180 meters Scaled)
 FA0369
 FA0369                          SUPERSEDED SURVEY CONTROL
 FA0369
 FA0369  NGVD 29 (??/??/92)  202.021  (m)          662.80   (f) ADJ UNCH    2 0
 FA0369
 FA0369.Superseded values are not recommended for survey control.
 FA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0369.See file dsdata.txt to determine how the superseded data were derived.
 FA0369
 FA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU113880(NAD 83)
 FA0369_MARKER: DD = SURVEY DISK
 FA0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0369_STAMPING: 75 EGB 1965
 FA0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0369+STABILITY: SURFACE MOTION
 FA0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0369+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 FA0369
 FA0369  HISTORY     - Date     Condition        Report By
 FA0369  HISTORY     - 1965     MONUMENTED       USGS
 FA0369  HISTORY     - 1972     GOOD             NCGS
 FA0369  HISTORY     - 1987     GOOD             USPSQD
 FA0369  HISTORY     - 1987     GOOD             USPSQD
 FA0369  HISTORY     - 1987     GOOD             USPSQD
 FA0369  HISTORY     - 1988     POOR             USPSQD
 FA0369  HISTORY     - 1988     POOR             USPSQD
 FA0369  HISTORY     - 1989     POOR             USPSQD
 FA0369  HISTORY     - 20041120 GOOD             USPSQD
 FA0369  HISTORY     - 20051015 GOOD             GEOCAC
 FA0369
 FA0369                          STATION DESCRIPTION
 FA0369
 FA0369'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0369'3.5 MI NNE FROM PINEVILLE.
 FA0369'STATION IS ABOUT 3.5 MILES NNE ALONG U.S. 521 (PINEVILLE RD.)
 FA0369'FROM JUNCTION WITH NC 51 IN PINEVILLE, 0.3 MI. S OF INTERSECTION
 FA0369'OF U.S. 501 (PINEVILLE RD.) AND SR 1308 (OLD PINEVILLE RD.),
 FA0369'AT S EDGE OF CHARLOTTE, 52.5 FT W OF C/L OF U.S. 521, 28.3 FT
 FA0369'E OF E RAIL OF SOUTHERN RR, 193.0 FT S OF A GRADE CROSSING OF A
 FA0369'PRIVATE DIRT ROAD TO HAMPTONS LAKE, 6.1 FT W OF ALUMINUM REF. TAG
 FA0369'ON TP, 20.4 FT E OF EASTERNMOST POST OF A RR SIGNAL, AND SET IN
 FA0369'TOP OF A CONCRETE POST ABOUT 6 INCHES ABOVE THE GROUND.
 FA0369
 FA0369                          STATION RECOVERY (1987)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0369'RECOVERED IN GOOD CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (1987)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0369'RECOVERED IN GOOD CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (1987)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA0369'RECOVERED IN GOOD CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (1988)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0369'MARK RECOVERED IN POOR CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (1988)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA0369'MARK RECOVERED IN POOR CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (1989)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0369'MARK RECOVERED IN POOR CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (2004)
 FA0369
 FA0369'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMB)
 FA0369'RECOVERED IN GOOD CONDITION.
 FA0369
 FA0369                          STATION RECOVERY (2005)
 FA0369
 FA0369'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 FA0369'STATION IS DIRECTLY ACROSS SOUTH BLVD. FROM PUBLIC STORAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9437 ***********************************************************************
 AF9437  DESIGNATION -  75 HLZ
 AF9437  PID         -  AF9437
 AF9437  STATE/COUNTY-  NC/STOKES
 AF9437  USGS QUAD   -  BELEWS LAKE (1994)
 AF9437
 AF9437                         *CURRENT SURVEY CONTROL
 AF9437  ___________________________________________________________________
 AF9437* NAD 83(2001)-  36 19 32.11474(N)    080 02 57.18944(W)     ADJUSTED  
 AF9437* NAVD 88     -       199.30   (+/-2cm)     653.9    (feet)  VERTCON   
 AF9437  ___________________________________________________________________
 AF9437  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 AF9437  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AF9437  HORZ ORDER  -  SECOND
 AF9437  VERT ORDER  -  THIRD (See Below)
 AF9437
 AF9437.The horizontal coordinates were established by classical geodetic methods
 AF9437.and adjusted by the National Geodetic Survey in August 2005.
 AF9437
 AF9437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9437.The vertical order pertains to the NGVD 29 superseded value.
 AF9437
 AF9437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9437
 AF9437.The geoid height was determined by GEOID03.
 AF9437
 AF9437;                    North         East     Units Scale Factor Converg.
 AF9437;SPC NC       -   286,226.457   515,387.338   MT  1.00004823   -0 36 20.1
 AF9437;SPC NC       -   939,061.30  1,690,899.96   sFT  1.00004823   -0 36 20.1
 AF9437;UTM  17      - 4,020,481.305   585,339.163   MT  0.99968973   +0 33 47.7
 AF9437
 AF9437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9437!SPC NC       -   0.99997389  x   1.00004823  =   1.00002212
 AF9437!UTM  17      -   0.99997389  x   0.99968973  =   0.99966363
 AF9437
 AF9437                          SUPERSEDED SURVEY CONTROL
 AF9437
 AF9437  NAD 83(1986)-  36 19 32.12215(N)    080 02 57.19582(W) AD(       ) 2
 AF9437  NGVD 29 (07/20/98)  199.49   (m)          654.5    (f) LEVELING    3  
 AF9437
 AF9437.Superseded values are not recommended for survey control.
 AF9437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9437.See file dsdata.txt to determine how the superseded data were derived.
 AF9437
 AF9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8533920481(NAD 83)
 AF9437_MARKER: DB = BENCH MARK DISK
 AF9437_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF9437+WITH SETTING: PAVEMENT
 AF9437_SP_SET: GRANITE STEP
 AF9437_STAMPING: 75 HLZ 1969
 AF9437_MARK LOGO: USGS  
 AF9437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9437+STABILITY: SURFACE MOTION
 AF9437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9437+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AF9437
 AF9437  HISTORY     - Date     Condition        Report By
 AF9437  HISTORY     - 1969     MONUMENTED       USGS
 AF9437  HISTORY     - 19970107 GOOD             NCGS
 AF9437
 AF9437                          STATION DESCRIPTION
 AF9437
 AF9437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AF9437'STATION IS LOCATED IN PINE HALL. AT THE METHODIST CHURCH IN THE SOUTH
 AF9437'END OF THE BOTTOM STEP TO THE FRONT ENTRANCE. MARK IS FLUSH WITH
 AF9437'GROUND AND ABOUT 3-FEET HIGHER THAN SR 1908. LOCATED 68.5 FT (20.9 M)
 AF9437'WEST-NORTHWEST OF THE CENTERLINE OF SR 1908 (PINE HALL ROAD), 17.1 FT
 AF9437'(5.2 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER AND 21.3 FT (6.5 M)
 AF9437'SOUTH OF THE NORTHEAST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8056 ***********************************************************************
 DF8056  DESIGNATION -  75 JAS
 DF8056  PID         -  DF8056
 DF8056  STATE/COUNTY-  NC/CABARRUS
 DF8056  USGS QUAD   -  CONCORD SE (1987)
 DF8056
 DF8056                         *CURRENT SURVEY CONTROL
 DF8056  ___________________________________________________________________
 DF8056* NAD 83(1986)-  35 20 32.     (N)    080 36 44.     (W)     SCALED    
 DF8056* NAVD 88     -       169.932  (meters)     557.52   (feet)  ADJUSTED  
 DF8056  ___________________________________________________________________
 DF8056  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DF8056  DYNAMIC HT  -         169.782 (meters)     557.03  (feet)  COMP
 DF8056  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 DF8056
 DF8056  VERT ORDER  -  SECOND    CLASS II
 DF8056
 DF8056.The horizontal coordinates were scaled from a topographic map and have
 DF8056.an estimated accuracy of +/- 6 seconds.
 DF8056
 DF8056.The orthometric height was determined by differential leveling
 DF8056.and adjusted in January 2005.
 DF8056
 DF8056.The geoid height was determined by GEOID03.
 DF8056
 DF8056.The dynamic height is computed by dividing the NAVD 88
 DF8056.geopotential number by the normal gravity value computed on the
 DF8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8056.degrees latitude (g = 980.6199 gals.).
 DF8056
 DF8056.The modeled gravity was interpolated from observed gravity values.
 DF8056
 DF8056;                    North         East    Units  Estimated Accuracy
 DF8056;SPC NC       -   177,820.      463,070.      MT  (+/- 180 meters Scaled)
 DF8056
 DF8056                          SUPERSEDED SURVEY CONTROL
 DF8056
 DF8056.No superseded survey control is available for this station.
 DF8056
 DF8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV352110(NAD 83)
 DF8056_MARKER: DB = BENCH MARK DISK
 DF8056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8056_SP_SET: WHEEL GUARD
 DF8056_STAMPING: 75 JAS 1966 558
 DF8056_MARK LOGO: USGS  
 DF8056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8056+STABILITY: SURFACE MOTION
 DF8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8056+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DF8056
 DF8056  HISTORY     - Date     Condition        Report By
 DF8056  HISTORY     - 1966     MONUMENTED       USGS
 DF8056  HISTORY     - 20000619 GOOD             NCGS
 DF8056  HISTORY     - 20030619 GOOD             NCGS
 DF8056
 DF8056                          STATION DESCRIPTION
 DF8056
 DF8056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8056'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHEAST OF HARRISBURG AND
 DF8056'3.0 MI (4.8 KM) SOUTH OF CONCORD.
 DF8056'ALONG NC 49 FOR 4.2 MI (6.8 KM) SOUTHWEST FROM US 601 BYPASS TO THE
 DF8056'BRIDGE OVER CODDLE CREEK, IN THE TOP OF THE NORTHEAST END OF THE
 DF8056'SOUTHEAST WHEEL GUARD OF THE BRIDGE.
 DF8056'MARK IS LEVEL WITH NC 49 AND FLUSH WITH THE GROUND. LOCATED 14.5 FT
 DF8056'(4.4 M) SOUTHEAST OF THE CENTERLINE OF NC 49 AND 1.5 FT (0.5 M)
 DF8056'SOUTHWEST OF THE NORTHEAST END OF THE WHEEL GUARD.
 DF8056
 DF8056                          STATION RECOVERY (2003)
 DF8056
 DF8056'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 DF8056'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHEAST OF HARRISBURG AND
 DF8056'3.0 MI (4.8 KM) SOUTH OF CONCORD. ALONG NC 49 FOR 4.2 MI (6.8 KM)
 DF8056'SOUTHWEST FROM US 601 BYPASS TO THE BRIDGE OVER CODDLE CREEK, IN THE
 DF8056'TOP OF THE NORTHEAST END OF THE SOUTHEAST WHEEL GUARD OF THE BRIDGE.
 DF8056'MARK IS LEVEL WITH NC 49 AND FLUSH WITH THE GROUND. LOCATED 14.5 FT
 DF8056'(4.4 M) SOUTHEAST OF THE CENTERLINE OF NC 49 AND 1.5 FT (0.5 M)
 DF8056'SOUTHWEST OF THE NORTHEAST END OF THE WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1453 ***********************************************************************
 EB1453  DESIGNATION -  75 MEA
 EB1453  PID         -  EB1453
 EB1453  STATE/COUNTY-  NC/PENDER
 EB1453  USGS QUAD   -  ATKINSON (1984)
 EB1453
 EB1453                         *CURRENT SURVEY CONTROL
 EB1453  ___________________________________________________________________
 EB1453* NAD 83(1986)-  34 32 57.     (N)    078 12 41.     (W)     SCALED    
 EB1453* NAVD 88     -        21.417  (meters)      70.27   (feet)  ADJUSTED  
 EB1453  ___________________________________________________________________
 EB1453  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EB1453  DYNAMIC HT  -          21.397 (meters)      70.20  (feet)  COMP
 EB1453  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EB1453
 EB1453  VERT ORDER  -  FIRST     CLASS II
 EB1453
 EB1453.The horizontal coordinates were scaled from a topographic map and have
 EB1453.an estimated accuracy of +/- 6 seconds.
 EB1453
 EB1453.The orthometric height was determined by differential leveling
 EB1453.and adjusted in June 1991.
 EB1453
 EB1453.The geoid height was determined by GEOID03.
 EB1453
 EB1453.The dynamic height is computed by dividing the NAVD 88
 EB1453.geopotential number by the normal gravity value computed on the
 EB1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1453.degrees latitude (g = 980.6199 gals.).
 EB1453
 EB1453.The modeled gravity was interpolated from observed gravity values.
 EB1453
 EB1453;                    North         East    Units  Estimated Accuracy
 EB1453;SPC NC       -    88,940.      681,980.      MT  (+/- 180 meters Scaled)
 EB1453
 EB1453                          SUPERSEDED SURVEY CONTROL
 EB1453
 EB1453  NGVD 29 (10/06/93)   21.675  (m)           71.11   (f) ADJUSTED    1 2
 EB1453
 EB1453.Superseded values are not recommended for survey control.
 EB1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1453.See file dsdata.txt to determine how the superseded data were derived.
 EB1453
 EB1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU558265(NAD 83)
 EB1453_MARKER: DB = BENCH MARK DISK
 EB1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1453_SP_SET: CONCRETE POST
 EB1453_STAMPING: 75 MEA 1980
 EB1453_MARK LOGO: USGS  
 EB1453_PROJECTION: PROJECTING 5 CENTIMETERS
 EB1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1453+STABILITY: SURFACE MOTION
 EB1453
 EB1453  HISTORY     - Date     Condition        Report By
 EB1453  HISTORY     - 1980     MONUMENTED       USGS
 EB1453  HISTORY     - 1980     GOOD             NCGS
 EB1453
 EB1453                          STATION DESCRIPTION
 EB1453
 EB1453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1453'2.7 MI NW FROM ATKINSON.
 EB1453'3.3 MILES NORTHWEST ALONG SR 1201-BEATTY BRIDGE ROAD-FROM INTERSECTION
 EB1453'WITH N.C. 11-53 IN ATKINSON, ON SOUTH SIDE OF ROAD AT DRIVE INTO CONES
 EB1453'FOLLY GAME, FISH AND TIMBER MANAGEMENT AND 2.6 MILES EAST OF BEATTY
 EB1453'BRIDGE OVER BLACK RIVER, 44.7 FEET SOUTH OF CENTERLINE OF ROAD, 25.5
 EB1453'FEET WEST OF CENTERLINE OF DRIVE, 29.6 FEET WOUTHWEST OF WEST END OF
 EB1453'CULVERT, 9.7 FEET WEST OF A DOGWOOD TREE AND 89 FEET SOUTH OF
 EB1453'TELEPHONE PEDESTAL.  THIS IS A STANDARD USGS DISK.
 EB1453'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2088 ***********************************************************************
 FX2088  DESIGNATION -  75 WSM
 FX2088  PID         -  FX2088
 FX2088  STATE/COUNTY-  NC/BERTIE
 FX2088  USGS QUAD   -  COLERAIN (1982)
 FX2088
 FX2088                         *CURRENT SURVEY CONTROL
 FX2088  ___________________________________________________________________
 FX2088* NAD 83(1986)-  36 11 31.     (N)    076 46 16.     (W)     SCALED    
 FX2088* NAVD 88     -        13.563  (meters)      44.50   (feet)  ADJUSTED  
 FX2088  ___________________________________________________________________
 FX2088  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 FX2088  DYNAMIC HT  -          13.552 (meters)      44.46  (feet)  COMP
 FX2088  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 FX2088
 FX2088  VERT ORDER  -  SECOND    CLASS II
 FX2088
 FX2088.The horizontal coordinates were scaled from a topographic map and have
 FX2088.an estimated accuracy of +/- 6 seconds.
 FX2088
 FX2088.The orthometric height was determined by differential leveling
 FX2088.and adjusted in June 1991.
 FX2088
 FX2088.The geoid height was determined by GEOID03.
 FX2088
 FX2088.The dynamic height is computed by dividing the NAVD 88
 FX2088.geopotential number by the normal gravity value computed on the
 FX2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2088.degrees latitude (g = 980.6199 gals.).
 FX2088
 FX2088.The modeled gravity was interpolated from observed gravity values.
 FX2088
 FX2088;                    North         East    Units  Estimated Accuracy
 FX2088;SPC NC       -   273,150.      810,060.      MT  (+/- 180 meters Scaled)
 FX2088
 FX2088                          SUPERSEDED SURVEY CONTROL
 FX2088
 FX2088  NGVD 29 (??/??/92)   13.896  (m)           45.59   (f) ADJ UNCH    2 2
 FX2088
 FX2088.Superseded values are not recommended for survey control.
 FX2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2088.See file dsdata.txt to determine how the superseded data were derived.
 FX2088
 FX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF407066(NAD 83)
 FX2088_MARKER: DB = BENCH MARK DISK
 FX2088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2088_SP_SET: CULVERT HEADWALL
 FX2088_STAMPING: 75 WSM 1955
 FX2088_MARK LOGO: USGS  
 FX2088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2088+STABILITY: SURFACE MOTION
 FX2088
 FX2088  HISTORY     - Date     Condition        Report By
 FX2088  HISTORY     - 1955     MONUMENTED       USGS
 FX2088  HISTORY     - 19740801 GOOD             NCGS
 FX2088
 FX2088                          STATION DESCRIPTION
 FX2088
 FX2088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2088'0.5 MILE SOUTH OF COLERAIN.
 FX2088'TO REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2088'PROCEED SOUTH ALONG NC 45 FOR 0.5 MILE (0.8 KM) TO STATION ON LEFT IN
 FX2088'EAST HEADWALL OF CULVERT UNDER HIGHWAY, 0.05 MILE (0.08 KM) NORTH OF
 FX2088'ENTRANCE TO HILLCREST CEMETERY, 15.3 FT SE OF C/L NC 45 AND 0.6 FT SW
 FX2088'OF NE END OF HEADWALL.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2088'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4154 ***********************************************************************
 EZ4154  DESIGNATION -  754
 EZ4154  PID         -  EZ4154
 EZ4154  STATE/COUNTY-  NC/WAYNE
 EZ4154  USGS QUAD   -  KENLY EAST (1978)
 EZ4154
 EZ4154                         *CURRENT SURVEY CONTROL
 EZ4154  ___________________________________________________________________
 EZ4154* NAD 83(2001)-  35 30 26.44925(N)    078 03 49.94735(W)     ADJUSTED  
 EZ4154* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 EZ4154  ___________________________________________________________________
 EZ4154  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EZ4154  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EZ4154  HORZ ORDER  -  SECOND
 EZ4154  VERT ORDER  -  THIRD ? (See Below)
 EZ4154
 EZ4154.The horizontal coordinates were established by classical geodetic methods
 EZ4154.and adjusted by the National Geodetic Survey in August 2005.
 EZ4154
 EZ4154.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4154.The vertical order pertains to the NGVD 29 superseded value.
 EZ4154
 EZ4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4154
 EZ4154.The geoid height was determined by GEOID03.
 EZ4154
 EZ4154;                    North         East     Units Scale Factor Converg.
 EZ4154;SPC NC       -   195,343.761   694,516.367   MT  0.99988251   +0 32 25.1
 EZ4154;SPC NC       -   640,890.32  2,278,592.45   sFT  0.99988251   +0 32 25.1
 EZ4154;UTM  17      - 3,933,273.332   766,300.325   MT  1.00047400   +1 42 22.8
 EZ4154;UTM  18      - 3,933,626.123   222,109.613   MT  1.00055175   -1 46 50.4
 EZ4154
 EZ4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4154!SPC NC       -   0.99999841  x   0.99988251  =   0.99988092
 EZ4154!UTM  17      -   0.99999841  x   1.00047400  =   1.00047240
 EZ4154!UTM  18      -   0.99999841  x   1.00055175  =   1.00055015
 EZ4154
 EZ4154                          SUPERSEDED SURVEY CONTROL
 EZ4154
 EZ4154  NAD 83(1986)-  35 30 26.45636(N)    078 03 49.95608(W) AD(       ) 2
 EZ4154  NAD 27      -  35 30 25.87900(N)    078 03 50.99100(W) AD(       ) 2
 EZ4154  NGVD 29 (07/19/86)   45.2    (m)          148.     (f) LEVELING    3  
 EZ4154
 EZ4154.Superseded values are not recommended for survey control.
 EZ4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4154.See file dsdata.txt to determine how the superseded data were derived.
 EZ4154
 EZ4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6630033273(NAD 83)
 EZ4154_MARKER: DD = SURVEY DISK
 EZ4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ4154
 EZ4154  HISTORY     - Date     Condition        Report By
 EZ4154  HISTORY     - 1949     MONUMENTED       NCGS
 EZ4154  HISTORY     - 1976     GOOD             NGS
 EZ4154
 EZ4154                          STATION DESCRIPTION
 EZ4154
 EZ4154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1949 (LWS)
 EZ4154'STATION IS LOCATED ON THE LAWN OF THE NAHUNTA HIGH SCHOOL IN
 EZ4154'THE SMALL COMMUNITY OF NAHUNTA ABOUT 4 MILES SOUTH OF THE
 EZ4154'INTERSECTION OF STATE HIGHWAY 222 AND 581.  IT IS 58 FEET WEST
 EZ4154'OF THE WEST SIDE OF SCHOOL BUILDING, 34 FEET EAST OF THE CENTER
 EZ4154'OF STATE HIGHWAY 581 AND 31 FEET SOUTH OF THE SOUTH EDGE OF A
 EZ4154'SIDEWALK.  THE MARK IS A CONCRETE POST 8 INCHES IN DIAMETER
 EZ4154'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS A NCGS DISK
 EZ4154'STAMPED 754.
 EZ4154'
 EZ4154'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EZ4154'NAHUNTA.  THE DISTANCE WAS 31.298 METERS (102.68 FEET).
 EZ4154
 EZ4154                          STATION RECOVERY (1976)
 EZ4154
 EZ4154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LWS)
 EZ4154'STATION RECOVERED.  A DIFFERENCE OF .01 FOOT OR .005 METER LONGER
 EZ4154'WAS FOUND IN THE DISTANCE TO NAHUNTA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9239 ***********************************************************************
 DE9239  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9239  DESIGNATION -  75E 200
 DE9239  PID         -  DE9239
 DE9239  STATE/COUNTY-  NC/GUILFORD
 DE9239  USGS QUAD   -  GREENSBORO (1994)
 DE9239
 DE9239                         *CURRENT SURVEY CONTROL
 DE9239  ___________________________________________________________________
 DE9239* NAD 83(2007)-  36 03 11.10784(N)    079 51 15.17948(W)     ADJUSTED  
 DE9239* NAVD 88     -       255.47   (meters)     838.2    (feet)  GPS OBS   
 DE9239  ___________________________________________________________________
 DE9239  EPOCH DATE  -        2002.00
 DE9239  X           -     909,429.732 (meters)                     COMP
 DE9239  Y           -  -5,081,985.045 (meters)                     COMP
 DE9239  Z           -   3,733,087.572 (meters)                     COMP
 DE9239  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 DE9239  ELLIP HEIGHT-         224.480 (meters)          (02/10/07) ADJUSTED
 DE9239  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DE9239
 DE9239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9239  Type    PID    Designation                      North   East  Ellip
 DE9239  -------------------------------------------------------------------
 DE9239  NETWORK DE9239 75E 200                           0.92   0.73   1.45
 DE9239  -------------------------------------------------------------------
 DE9239
 DE9239.The horizontal coordinates were established by GPS observations
 DE9239.and adjusted by the National Geodetic Survey in February 2007.
 DE9239
 DE9239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9239.The horizontal coordinates are valid at the epoch date displayed above.
 DE9239.The epoch date for horizontal control is a decimal equivalence
 DE9239.of Year/Month/Day.
 DE9239
 DE9239.The orthometric height was determined by GPS observations and a
 DE9239.high-resolution geoid model.
 DE9239.The orthometric height was determined by GPS observations and a
 DE9239.high-resolution geoid model using precise GPS observation and
 DE9239.processing techniques.
 DE9239
 DE9239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9239
 DE9239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9239
 DE9239.The ellipsoidal height was determined by GPS observations
 DE9239.and is referenced to NAD 83.
 DE9239
 DE9239.The geoid height was determined by GEOID03.
 DE9239
 DE9239;                    North         East     Units Scale Factor Converg.
 DE9239;SPC NC       -   255,821.983   532,636.797   MT  0.99997028   -0 29 34.9
 DE9239;SPC NC       -   839,309.29  1,747,492.56   sFT  0.99997028   -0 29 34.9
 DE9239;UTM  17      - 3,990,443.781   603,199.620   MT  0.99973123   +0 40 27.8
 DE9239
 DE9239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9239!SPC NC       -   0.99996477  x   0.99997028  =   0.99993505
 DE9239!UTM  17      -   0.99996477  x   0.99973123  =   0.99969601
 DE9239
 DE9239|---------------------------------------------------------------------|
 DE9239| PID    Reference Object                     Distance      Geod. Az  |
 DE9239|                                                           dddmmss.s |
 DE9239| DE9240 75E 201                             299.225 METERS 11232     |
 DE9239| FY3605 MERRITT                             APPROX. 0.6 KM 2010940.5 |
 DE9239|---------------------------------------------------------------------|
 DE9239
 DE9239                          SUPERSEDED SURVEY CONTROL
 DE9239
 DE9239  NAD 83(2001)-  36 03 11.10816(N)    079 51 15.17919(W) AD(       ) 1
 DE9239  ELLIP H (03/13/03)  224.484  (m)                       GP(       ) 4 2
 DE9239  NAD 83(1986)-  36 03 11.11417(N)    079 51 15.18731(W) AD(       ) 1
 DE9239
 DE9239.Superseded values are not recommended for survey control.
 DE9239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9239.See file dsdata.txt to determine how the superseded data were derived.
 DE9239
 DE9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0320090444(NAD 83)
 DE9239_MARKER: DD = SURVEY DISK
 DE9239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9239_STAMPING: 75E.200 7/97
 DE9239_MARK LOGO: NC1940
 DE9239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9239+STABILITY: SURFACE MOTION
 DE9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9239+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9239
 DE9239  HISTORY     - Date     Condition        Report By
 DE9239  HISTORY     - 1997     MONUMENTED       NC1940
 DE9239
 DE9239                          STATION DESCRIPTION
 DE9239
 DE9239'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9239'STATION IS LOCATED IN GREENSBORO, ABOUT 7.0 MI (11.3 KM)
 DE9239'EAST-SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, 4.5 MI
 DE9239'(7.2 KM) WEST-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE
 DE9239'INTERSECTION OF IMMANUEL ROAD AND MERRITT DRIVE ON THE GROUNDS OF
 DE9239'JOHNS UNITED METHODIST CHURCH.
 DE9239'ALONG MERRITT DRIVE FOR 0.1 MI (0.2 KM) SOUTH FROM OVERPASS OF
 DE9239'PATTERSON STREET (NC 6) TO IMMANUEL ROAD AND STATION IN THE SOUTHWEST
 DE9239'QUADRANT OF INTERSECTION.
 DE9239'MARK IS ABOUT 1-FOOT HIGHER THAN THE LEVEL OF THE CHURCH PARKING LOT
 DE9239'AND FLUSH WITH THE GROUND. LOCATED 102 FT (31.1 M) SOUTH OF THE
 DE9239'CENTERLINE OF IMMANUEL ROAD, 4.5 FT (1.4 M) SOUTH OF CURB OF CHURCH
 DE9239'PARKING LOT, 46.0 FT (14.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DE9239'CHURCH, 79.6 FT (24.3 M) SOUTHEAST OF A LIGHT POLE, AND 75.1 FT (22.9
 DE9239'M) NORTHWEST OF THE NORTHWEST CORNER OF BRICK CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9240 ***********************************************************************
 DE9240  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9240  DESIGNATION -  75E 201
 DE9240  PID         -  DE9240
 DE9240  STATE/COUNTY-  NC/GUILFORD
 DE9240  USGS QUAD   -  GREENSBORO (1994)
 DE9240
 DE9240                         *CURRENT SURVEY CONTROL
 DE9240  ___________________________________________________________________
 DE9240* NAD 83(2007)-  36 03 07.38625(N)    079 51 04.13770(W)     ADJUSTED  
 DE9240* NAVD 88     -       252.65   (meters)     828.9    (feet)  GPS OBS   
 DE9240  ___________________________________________________________________
 DE9240  EPOCH DATE  -        2002.00
 DE9240  X           -     909,713.275 (meters)                     COMP
 DE9240  Y           -  -5,082,000.573 (meters)                     COMP
 DE9240  Z           -   3,732,993.177 (meters)                     COMP
 DE9240  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 DE9240  ELLIP HEIGHT-         221.671 (meters)          (02/10/07) ADJUSTED
 DE9240  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DE9240
 DE9240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9240  Type    PID    Designation                      North   East  Ellip
 DE9240  -------------------------------------------------------------------
 DE9240  NETWORK DE9240 75E 201                           0.65   0.51   1.04
 DE9240  -------------------------------------------------------------------
 DE9240
 DE9240.The horizontal coordinates were established by GPS observations
 DE9240.and adjusted by the National Geodetic Survey in February 2007.
 DE9240
 DE9240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9240.The horizontal coordinates are valid at the epoch date displayed above.
 DE9240.The epoch date for horizontal control is a decimal equivalence
 DE9240.of Year/Month/Day.
 DE9240
 DE9240.The orthometric height was determined by GPS observations and a
 DE9240.high-resolution geoid model.
 DE9240.The orthometric height was determined by GPS observations and a
 DE9240.high-resolution geoid model using precise GPS observation and
 DE9240.processing techniques.
 DE9240
 DE9240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9240
 DE9240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9240
 DE9240.The ellipsoidal height was determined by GPS observations
 DE9240.and is referenced to NAD 83.
 DE9240
 DE9240.The geoid height was determined by GEOID03.
 DE9240
 DE9240;                    North         East     Units Scale Factor Converg.
 DE9240;SPC NC       -   255,704.909   532,912.156   MT  0.99997003   -0 29 28.5
 DE9240;SPC NC       -   838,925.19  1,748,395.97   sFT  0.99997003   -0 29 28.5
 DE9240;UTM  17      - 3,990,332.368   603,477.241   MT  0.99973193   +0 40 34.3
 DE9240
 DE9240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9240!SPC NC       -   0.99996521  x   0.99997003  =   0.99993524
 DE9240!UTM  17      -   0.99996521  x   0.99973193  =   0.99969715
 DE9240
 DE9240:                Primary Azimuth Mark                     Grid Az
 DE9240:SPC NC       -  75E 203                                  288 49 25.5
 DE9240:UTM  17      -  75E 203                                  287 39 22.7
 DE9240
 DE9240|---------------------------------------------------------------------|
 DE9240| PID    Reference Object                     Distance      Geod. Az  |
 DE9240|                                                           dddmmss.s |
 DE9240| DE9480 75E 203                             APPROX. 0.7 KM 2881957.0 |
 DE9240| DE9239 75E 200                             299.225 METERS 29233     |
 DE9240|---------------------------------------------------------------------|
 DE9240
 DE9240                          SUPERSEDED SURVEY CONTROL
 DE9240
 DE9240  NAD 83(2001)-  36 03 07.38659(N)    079 51 04.13742(W) AD(       ) 1
 DE9240  ELLIP H (03/13/03)  221.675  (m)                       GP(       ) 4 2
 DE9240  NAD 83(1986)-  36 03 07.39263(N)    079 51 04.14543(W) AD(       ) 1
 DE9240
 DE9240.Superseded values are not recommended for survey control.
 DE9240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9240.See file dsdata.txt to determine how the superseded data were derived.
 DE9240
 DE9240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0347790332(NAD 83)
 DE9240_MARKER: DD = SURVEY DISK
 DE9240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9240_STAMPING: 75E.201 7/97
 DE9240_MARK LOGO: NC1940
 DE9240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9240+STABILITY: SURFACE MOTION
 DE9240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9240+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 DE9240
 DE9240  HISTORY     - Date     Condition        Report By
 DE9240  HISTORY     - 1997     MONUMENTED       NC1940
 DE9240  HISTORY     - 20031101 GOOD             USPSQD
 DE9240  HISTORY     - 20060221 GOOD             USPSQD
 DE9240
 DE9240                          STATION DESCRIPTION
 DE9240
 DE9240'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9240'STATION IS LOCATED IN GREENSBORO, ABOUT 7.2 MI (11.6 KM)
 DE9240'EAST-SOUTHEAST OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, 4.4 MI
 DE9240'(7.1 KM) WEST-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, ON THE
 DE9240'GROUNDS OF THOMAS HUNTER ELEMENTARY SCHOOL.
 DE9240'PROCEED ALONG MERRITT DRIVE FOR 0.2 MI (0.3 KM) SOUTH FROM OVERPASS OF
 DE9240'PATTERSON STREET (NC 6), THENCE LEFT/EAST ALONG SCHOOL DRIVEWAY FOR
 DE9240'0.1 MI (0.2 KM) TO STATION ON RIGHT NEAR NORTH CORNER OF ORIGINAL
 DE9240'(MAIN) SCHOOL BUILDING.
 DE9240'MARK IS LEVEL WITH THE CENTERLINE OF DRIVEWAY AND FLUSH WITH THE
 DE9240'GROUND. LOCATED 17.2 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF
 DE9240'DRIVEWAY, 53.1 FT (16.2 M) NORTH OF THE NORTHEAST CORNER OF THE MAIN
 DE9240'SCHOOL BUILDING, 21.0 FT (6.4 M) NORTHWEST OF MANHOLE IN CENTER OF A
 DE9240'4-FT BY 8-FT CONCRETE SLAB, AND 125.0 FT (38.1 M) SOUTH-SOUTHWEST OF A
 DE9240'POWER POLE.
 DE9240
 DE9240                          STATION RECOVERY (2003)
 DE9240
 DE9240'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 DE9240'RECOVERED IN GOOD CONDITION.
 DE9240
 DE9240                          STATION RECOVERY (2006)
 DE9240
 DE9240'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE9240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9358 ***********************************************************************
 DE9358  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9358  DESIGNATION -  75E 202
 DE9358  PID         -  DE9358
 DE9358  STATE/COUNTY-  NC/GUILFORD
 DE9358  USGS QUAD   -  GREENSBORO (1994)
 DE9358
 DE9358                         *CURRENT SURVEY CONTROL
 DE9358  ___________________________________________________________________
 DE9358* NAD 83(2007)-  36 03 17.07001(N)    079 51 15.41323(W)     ADJUSTED  
 DE9358* NAVD 88     -       258.15   (meters)     846.9    (feet)  GPS OBS   
 DE9358  ___________________________________________________________________
 DE9358  EPOCH DATE  -        2002.00
 DE9358  X           -     909,405.300 (meters)                     COMP
 DE9358  Y           -  -5,081,881.733 (meters)                     COMP
 DE9358  Z           -   3,733,237.718 (meters)                     COMP
 DE9358  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 DE9358  ELLIP HEIGHT-         227.151 (meters)          (02/10/07) ADJUSTED
 DE9358  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DE9358
 DE9358  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9358  Type    PID    Designation                      North   East  Ellip
 DE9358  -------------------------------------------------------------------
 DE9358  NETWORK DE9358 75E 202                           1.08   0.82   1.59
 DE9358  -------------------------------------------------------------------
 DE9358
 DE9358.The horizontal coordinates were established by GPS observations
 DE9358.and adjusted by the National Geodetic Survey in February 2007.
 DE9358
 DE9358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9358.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9358.The horizontal coordinates are valid at the epoch date displayed above.
 DE9358.The epoch date for horizontal control is a decimal equivalence
 DE9358.of Year/Month/Day.
 DE9358
 DE9358.The orthometric height was determined by GPS observations and a
 DE9358.high-resolution geoid model.
 DE9358.The orthometric height was determined by GPS observations and a
 DE9358.high-resolution geoid model using precise GPS observation and
 DE9358.processing techniques.
 DE9358
 DE9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9358
 DE9358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9358
 DE9358.The ellipsoidal height was determined by GPS observations
 DE9358.and is referenced to NAD 83.
 DE9358
 DE9358.The geoid height was determined by GEOID03.
 DE9358
 DE9358;                    North         East     Units Scale Factor Converg.
 DE9358;SPC NC       -   256,005.788   532,632.528   MT  0.99997068   -0 29 35.0
 DE9358;SPC NC       -   839,912.32  1,747,478.55   sFT  0.99997068   -0 29 35.0
 DE9358;UTM  17      - 3,990,627.417   603,191.609   MT  0.99973121   +0 40 27.8
 DE9358
 DE9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9358!SPC NC       -   0.99996435  x   0.99997068  =   0.99993503
 DE9358!UTM  17      -   0.99996435  x   0.99973121  =   0.99969557
 DE9358
 DE9358|---------------------------------------------------------------------|
 DE9358| PID    Reference Object                     Distance      Geod. Az  |
 DE9358|                                                           dddmmss.s |
 DE9358| DE9239 75E 200                             183.860 METERS 17811     |
 DE9358|---------------------------------------------------------------------|
 DE9358
 DE9358                          SUPERSEDED SURVEY CONTROL
 DE9358
 DE9358  NAD 83(2001)-  36 03 17.07033(N)    079 51 15.41295(W) AD(       ) 1
 DE9358  ELLIP H (03/13/03)  227.154  (m)                       GP(       ) 4 2
 DE9358  NAD 83(1986)-  36 03 17.07633(N)    079 51 15.42106(W) AD(       ) 1
 DE9358
 DE9358.Superseded values are not recommended for survey control.
 DE9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9358.See file dsdata.txt to determine how the superseded data were derived.
 DE9358
 DE9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0319290627(NAD 83)
 DE9358_MARKER: DD = SURVEY DISK
 DE9358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE9358_SP_SET: IN BRIDGE WINGWALL
 DE9358_STAMPING: 75E.202 7/97
 DE9358_MARK LOGO: NC1940
 DE9358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9358+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9358
 DE9358  HISTORY     - Date     Condition        Report By
 DE9358  HISTORY     - 1997     MONUMENTED       NC1940
 DE9358
 DE9358                          STATION DESCRIPTION
 DE9358
 DE9358'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9358'STATION IS LOCATED IN GREENSBORO, ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST
 DE9358'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, 3.6 MI (5.8 KM)
 DE9358'WEST-SOUTHWEST OF THE DOWNTOWN GOVERNMENT COMPLEX, AT THE MERRITT
 DE9358'DRIVE BRIDGE OVER PATTERSON STREET.
 DE9358'AT THE SOUTH END OF THE MERRITT DRIVE BRIDGE OVER PATTERSON AVENUE, IN
 DE9358'THE SOUTHWEST WINGWALL.
 DE9358'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF MERRITT DRIVE, AND FLUSH IN
 DE9358'WINGWALL. LOCATED 151.9 FT (46.3 M) NORTH-NORTHWEST OF THE CENTERLINE
 DE9358'OF HALIFAX ROAD (ALSO EASTBOUND-PATTERSON STREET TO MERRITT DRIVE EXIT
 DE9358'RAMP), 3.5 FT (1.1 M) SOUTHWEST OF CURB, AND 5.4 FT (1.6 M) SOUTH OF
 DE9358'CONCRETE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9480 ***********************************************************************
 DE9480  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9480  DESIGNATION -  75E 203
 DE9480  PID         -  DE9480
 DE9480  STATE/COUNTY-  NC/GUILFORD
 DE9480  USGS QUAD   -  GREENSBORO (1994)
 DE9480
 DE9480                         *CURRENT SURVEY CONTROL
 DE9480  ___________________________________________________________________
 DE9480* NAD 83(2007)-  36 03 14.14888(N)    079 51 29.27430(W)     ADJUSTED  
 DE9480* NAVD 88     -       254.64   (meters)     835.4    (feet)  GPS OBS   
 DE9480  ___________________________________________________________________
 DE9480  EPOCH DATE  -        2002.00
 DE9480  X           -     909,072.624 (meters)                     COMP
 DE9480  Y           -  -5,081,992.197 (meters)                     COMP
 DE9480  Z           -   3,733,162.853 (meters)                     COMP
 DE9480  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 DE9480  ELLIP HEIGHT-         223.630 (meters)          (02/10/07) ADJUSTED
 DE9480  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9480
 DE9480  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9480  Type    PID    Designation                      North   East  Ellip
 DE9480  -------------------------------------------------------------------
 DE9480  NETWORK DE9480 75E 203                           1.88   1.80   2.98
 DE9480  -------------------------------------------------------------------
 DE9480
 DE9480.The horizontal coordinates were established by GPS observations
 DE9480.and adjusted by the National Geodetic Survey in February 2007.
 DE9480
 DE9480.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9480.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9480.The horizontal coordinates are valid at the epoch date displayed above.
 DE9480.The epoch date for horizontal control is a decimal equivalence
 DE9480.of Year/Month/Day.
 DE9480
 DE9480.The orthometric height was determined by GPS observations and a
 DE9480.high-resolution geoid model.
 DE9480.The orthometric height was determined by GPS observations and a
 DE9480.high-resolution geoid model using precise GPS observation and
 DE9480.processing techniques.
 DE9480
 DE9480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9480
 DE9480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9480
 DE9480.The ellipsoidal height was determined by GPS observations
 DE9480.and is referenced to NAD 83.
 DE9480
 DE9480.The geoid height was determined by GEOID03.
 DE9480
 DE9480;                    North         East     Units Scale Factor Converg.
 DE9480;SPC NC       -   255,918.751   532,284.856   MT  0.99997049   -0 29 43.0
 DE9480;SPC NC       -   839,626.77  1,746,337.90   sFT  0.99997049   -0 29 43.0
 DE9480;UTM  17      - 3,990,533.337   602,845.865   MT  0.99973033   +0 40 19.6
 DE9480
 DE9480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9480!SPC NC       -   0.99996490  x   0.99997049  =   0.99993539
 DE9480!UTM  17      -   0.99996490  x   0.99973033  =   0.99969524
 DE9480
 DE9480:                Primary Azimuth Mark                     Grid Az
 DE9480:SPC NC       -  75E 201                                  108 49 25.2
 DE9480:UTM  17      -  75E 201                                  107 39 22.6
 DE9480
 DE9480|---------------------------------------------------------------------|
 DE9480| PID    Reference Object                     Distance      Geod. Az  |
 DE9480|                                                           dddmmss.s |
 DE9480| DE9240 75E 201                             APPROX. 0.7 KM 1081942.2 |
 DE9480|---------------------------------------------------------------------|
 DE9480
 DE9480                          SUPERSEDED SURVEY CONTROL
 DE9480
 DE9480  NAD 83(2001)-  36 03 14.14922(N)    079 51 29.27402(W) AD(       ) 1
 DE9480  ELLIP H (03/13/03)  223.635  (m)                       GP(       ) 4 2
 DE9480  NAD 83(1986)-  36 03 14.15523(N)    079 51 29.28210(W) AD(       ) 1
 DE9480
 DE9480.Superseded values are not recommended for survey control.
 DE9480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9480.See file dsdata.txt to determine how the superseded data were derived.
 DE9480
 DE9480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0284690533(NAD 83)
 DE9480_MARKER: DD = SURVEY DISK
 DE9480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9480_STAMPING: 75E203 1999
 DE9480_MARK LOGO: NC1940
 DE9480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9480+STABILITY: SURFACE MOTION
 DE9480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9480+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9480
 DE9480  HISTORY     - Date     Condition        Report By
 DE9480  HISTORY     - 1999     MONUMENTED       NC1940
 DE9480
 DE9480                          STATION DESCRIPTION
 DE9480
 DE9480'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9480'STATION IS ABOUT 3.9 MI (6.3 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9480'GREENSBORO GOVERNMENT PLAZA.
 DE9480'ALONG NC 6 (PATTERSON STREET), 0.6 MI (1.0 KM) NORTHEAST OF I-40 OR
 DE9480'0.1 MI (0.2 KM) SOUTHWEST OF MERRITT DRIVE, ON NORTHWEST SIDE OF NC 6
 DE9480'AT DRIVE INTO HOFFMAN AND HOFFMAN.
 DE9480'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND RECESSED 2-INCHES
 DE9480'BELOW THE GROUND. LOCATED 38.0 FT (11.6 M) NORTH-NORTHWEST OF THE
 DE9480'CENTERLINE OF NC 6, 23.4 FT (7.1 M) WEST OF CENTERLINE OF DRIVEWAY TO
 DE9480'HOFFMAN AND HOFFMAN, 14.5 FT (4.4 M) SOUTHWEST OF THE END OF CURB OF
 DE9480'DRIVEWAY, AND 39.3 FT (12.0 M) NORTH-NORTHEAST OF LIGHTPOLE (41929L).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9380 ***********************************************************************
 DE9380  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9380  DESIGNATION -  75W 2
 DE9380  PID         -  DE9380
 DE9380  STATE/COUNTY-  NC/GUILFORD
 DE9380  USGS QUAD   -  GREENSBORO (1994)
 DE9380
 DE9380                         *CURRENT SURVEY CONTROL
 DE9380  ___________________________________________________________________
 DE9380* NAD 83(2007)-  36 03 02.06282(N)    079 51 46.06272(W)     ADJUSTED  
 DE9380* NAVD 88     -       241.09   (meters)     791.0    (feet)  GPS OBS   
 DE9380  ___________________________________________________________________
 DE9380  EPOCH DATE  -        2002.00
 DE9380  X           -     908,695.644 (meters)                     COMP
 DE9380  Y           -  -5,082,271.206 (meters)                     COMP
 DE9380  Z           -   3,732,853.692 (meters)                     COMP
 DE9380  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 DE9380  ELLIP HEIGHT-         210.077 (meters)          (02/10/07) ADJUSTED
 DE9380  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9380
 DE9380  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9380  Type    PID    Designation                      North   East  Ellip
 DE9380  -------------------------------------------------------------------
 DE9380  NETWORK DE9380 75W 2                             1.71   1.67   2.98
 DE9380  -------------------------------------------------------------------
 DE9380
 DE9380.The horizontal coordinates were established by GPS observations
 DE9380.and adjusted by the National Geodetic Survey in February 2007.
 DE9380
 DE9380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9380.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9380.The horizontal coordinates are valid at the epoch date displayed above.
 DE9380.The epoch date for horizontal control is a decimal equivalence
 DE9380.of Year/Month/Day.
 DE9380
 DE9380.The orthometric height was determined by GPS observations and a
 DE9380.high-resolution geoid model.
 DE9380.The orthometric height was determined by GPS observations and a
 DE9380.high-resolution geoid model using precise GPS observation and
 DE9380.processing techniques.
 DE9380
 DE9380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9380
 DE9380.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9380
 DE9380.The ellipsoidal height was determined by GPS observations
 DE9380.and is referenced to NAD 83.
 DE9380
 DE9380.The geoid height was determined by GEOID03.
 DE9380
 DE9380;                    North         East     Units Scale Factor Converg.
 DE9380;SPC NC       -   255,549.899   531,861.459   MT  0.99996967   -0 29 52.7
 DE9380;SPC NC       -   838,416.63  1,744,948.80   sFT  0.99996967   -0 29 52.7
 DE9380;UTM  17      - 3,990,156.027   602,430.171   MT  0.99972928   +0 40 09.5
 DE9380
 DE9380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9380!SPC NC       -   0.99996703  x   0.99996967  =   0.99993670
 DE9380!UTM  17      -   0.99996703  x   0.99972928  =   0.99969632
 DE9380
 DE9380                          SUPERSEDED SURVEY CONTROL
 DE9380
 DE9380  NAD 83(2001)-  36 03 02.06314(N)    079 51 46.06245(W) AD(       ) 1
 DE9380  ELLIP H (03/13/03)  210.080  (m)                       GP(       ) 4 2
 DE9380  NAD 83(1986)-  36 03 02.06914(N)    079 51 46.07059(W) AD(       ) 1
 DE9380
 DE9380.Superseded values are not recommended for survey control.
 DE9380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9380.See file dsdata.txt to determine how the superseded data were derived.
 DE9380
 DE9380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0243090156(NAD 83)
 DE9380_MARKER: DD = SURVEY DISK
 DE9380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9380_SP_SET: IN CULVERT HEADWALL
 DE9380_STAMPING: 159 COG
 DE9380_MARK LOGO: NC1940
 DE9380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9380+STABILITY: SURFACE MOTION
 DE9380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9380+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9380
 DE9380  HISTORY     - Date     Condition        Report By
 DE9380  HISTORY     - 1999     MONUMENTED       NC1940
 DE9380
 DE9380                          STATION DESCRIPTION
 DE9380
 DE9380'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9380'STATION IS ABOUT 4.2 MI (6.8 KM) WEST-SOUTHWEST OF THE DOWNTOWN
 DE9380'GREENSBORO GOVERNMENT PLAZA, AT THE BUFFALO CREEK CULVERT ALONG NC 6
 DE9380'(PATTERSON STREET).
 DE9380'ALONG NC 6 (PATTERSON STREET), 0.2 MI (0.3 KM) NORTHEAST OF I-40 OR
 DE9380'0.5 MI (0.8 KM) SOUTHWEST OF MERRITT DRIVE, ON NORTHWEST SIDE OF NC 6,
 DE9380'IN THE CULVERT HEADWALL.
 DE9380'MARK IS 4-FEET LOWER THAN THE CENTERLINE, AND SET IN DRILLED HOLE IN
 DE9380'TOP OF HEADWALL. LOCATED 36.7 FT (11.2 M) NORTHWEST OF THE CENTERLINE
 DE9380'OF NC 6, 0.7 FT (21.3 CM) NORTHEAST OF THE WEST END OF HEADWALL, 93.9
 DE9380'FT (28.6 M) WEST-SOUTHWEST OF A LIGHT POLE, AND 61.7 FT (18.8 M)
 DE9380'NORTHWEST OF CENTER OF--UNCG BENNETT COLLEGE--SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5470 ***********************************************************************
 DF5470  DESIGNATION -  76 DOP
 DF5470  PID         -  DF5470
 DF5470  STATE/COUNTY-  NC/YADKIN
 DF5470  USGS QUAD   -  YADKINVILLE (1966)
 DF5470
 DF5470                         *CURRENT SURVEY CONTROL
 DF5470  ___________________________________________________________________
 DF5470* NAD 83(2007)-  36 09 31.47283(N)    080 42 52.88338(W)     ADJUSTED  
 DF5470* NAVD 88     -       320.54   (meters)    1051.6    (feet)  LEVELING  
 DF5470  ___________________________________________________________________
 DF5470  EPOCH DATE  -        2002.00
 DF5470  X           -     831,901.734 (meters)                     COMP
 DF5470  Y           -  -5,088,300.915 (meters)                     COMP
 DF5470  Z           -   3,742,596.842 (meters)                     COMP
 DF5470  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF5470  ELLIP HEIGHT-         287.091 (meters)          (02/10/07) ADJUSTED
 DF5470  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DF5470
 DF5470  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5470  Type    PID    Designation                      North   East  Ellip
 DF5470  -------------------------------------------------------------------
 DF5470  NETWORK DF5470 76 DOP                            0.67   0.51   1.25
 DF5470  -------------------------------------------------------------------
 DF5470  VERT ORDER  -  THIRD ?
 DF5470
 DF5470.The horizontal coordinates were established by GPS observations
 DF5470.and adjusted by the National Geodetic Survey in February 2007.
 DF5470
 DF5470.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5470.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5470.The horizontal coordinates are valid at the epoch date displayed above.
 DF5470.The epoch date for horizontal control is a decimal equivalence
 DF5470.of Year/Month/Day.
 DF5470
 DF5470.The orthometric height was determined by differential leveling.
 DF5470.The vertical network tie was performed by a horz. field party for horz.
 DF5470.obs reductions. Reset procedures were used to establish the elevation.
 DF5470
 DF5470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5470
 DF5470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5470
 DF5470.The ellipsoidal height was determined by GPS observations
 DF5470.and is referenced to NAD 83.
 DF5470
 DF5470.The geoid height was determined by GEOID03.
 DF5470
 DF5470;                    North         East     Units Scale Factor Converg.
 DF5470;SPC NC       -   268,546.955   455,316.908   MT  0.99999780   -0 59 22.8
 DF5470;SPC NC       -   881,057.80  1,493,818.89   sFT  0.99999780   -0 59 22.8
 DF5470;UTM  17      - 4,001,593.245   525,662.727   MT  0.99960811   +0 10 06.0
 DF5470
 DF5470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5470!SPC NC       -   0.99995494  x   0.99999780  =   0.99995274
 DF5470!UTM  17      -   0.99995494  x   0.99960811  =   0.99956307
 DF5470
 DF5470                          SUPERSEDED SURVEY CONTROL
 DF5470
 DF5470  NAD 83(1986)-  36 09 31.48106(N)    080 42 52.89223(W) AD(       ) 1
 DF5470  NAD 83(2001)-  36 09 31.47317(N)    080 42 52.88332(W) AD(       ) 1
 DF5470  ELLIP H (05/08/03)  287.100  (m)                       GP(       ) 4 1
 DF5470
 DF5470.Superseded values are not recommended for survey control.
 DF5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5470.See file dsdata.txt to determine how the superseded data were derived.
 DF5470
 DF5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2566301593(NAD 83)
 DF5470_MARKER: DB = BENCH MARK DISK
 DF5470_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5470_STAMPING: 76 DOP 1962 1052
 DF5470_MARK LOGO: USGS  
 DF5470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5470+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1999
 DF5470
 DF5470  HISTORY     - Date     Condition        Report By
 DF5470  HISTORY     - 1962     MONUMENTED       USGS
 DF5470  HISTORY     - 19990322 GOOD             NCGS
 DF5470
 DF5470                          STATION DESCRIPTION
 DF5470
 DF5470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 DF5470'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHWEST OF YADKINVILLE.
 DF5470'PROCEED ALONG US 601 FOR 1.05 MI (1.69 KM) NORTH FROM US 421, THENCE
 DF5470'WEST FOR 2.6 MI (4.2 KM) ALONG OLD US 421-SR 1314, THENCE NORTH FOR
 DF5470'1.75 MI (2.82 KM) ALONG CENTER ROAD-SR 1331, ON WEST SIDE OF ROAD.
 DF5470'MARK IS ABOUT LEVEL WITH SR 1331 AND PROJECTS 2 INCHES ABOVE GROUND.
 DF5470'LOCATED 51.5 FT (15.7 M) SOUTHWEST OF THE CENTERLINE OF SR 1331, 178.0
 DF5470'FT (54.3 M) NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1331 AND SR
 DF5470'1375-CASSTEVENS ROAD, 0.8 FT (24.4 CM) NORTHWEST OF WITNESS POST, AND
 DF5470'2.5 FT (0.8 M) SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0375 ***********************************************************************
 FA0375  DESIGNATION -  76 EGB
 FA0375  PID         -  FA0375
 FA0375  STATE/COUNTY-  NC/MECKLENBURG
 FA0375  USGS QUAD   -  FORT MILL (1993)
 FA0375
 FA0375                         *CURRENT SURVEY CONTROL
 FA0375  ___________________________________________________________________
 FA0375* NAD 83(1986)-  35 05 41.     (N)    080 53 09.     (W)     SCALED    
 FA0375* NAVD 88     -       178.612  (meters)     586.00   (feet)  ADJUSTED  
 FA0375  ___________________________________________________________________
 FA0375  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA0375  DYNAMIC HT  -         178.450 (meters)     585.46  (feet)  COMP
 FA0375  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 FA0375
 FA0375  VERT ORDER  -  SECOND    CLASS 0
 FA0375
 FA0375.The horizontal coordinates were scaled from a topographic map and have
 FA0375.an estimated accuracy of +/- 6 seconds.
 FA0375
 FA0375.The orthometric height was determined by differential leveling
 FA0375.and adjusted in June 1991.
 FA0375
 FA0375.The geoid height was determined by GEOID03.
 FA0375
 FA0375.The dynamic height is computed by dividing the NAVD 88
 FA0375.geopotential number by the normal gravity value computed on the
 FA0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0375.degrees latitude (g = 980.6199 gals.).
 FA0375
 FA0375.The modeled gravity was interpolated from observed gravity values.
 FA0375
 FA0375;                    North         East    Units  Estimated Accuracy
 FA0375;SPC NC       -   150,800.      437,680.      MT  (+/- 180 meters Scaled)
 FA0375
 FA0375                          SUPERSEDED SURVEY CONTROL
 FA0375
 FA0375  NGVD 29 (??/??/92)  178.844  (m)          586.76   (f) ADJ UNCH    2 0
 FA0375
 FA0375.Superseded values are not recommended for survey control.
 FA0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0375.See file dsdata.txt to determine how the superseded data were derived.
 FA0375
 FA0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU104835(NAD 83)
 FA0375_MARKER: DD = SURVEY DISK
 FA0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0375_STAMPING: 76 EGB 1965 587
 FA0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0375+STABILITY: SURFACE MOTION
 FA0375
 FA0375  HISTORY     - Date     Condition        Report By
 FA0375  HISTORY     - 1965     MONUMENTED       USGS
 FA0375  HISTORY     - 1972     GOOD             NCGS
 FA0375  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0375  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0375
 FA0375                          STATION DESCRIPTION
 FA0375
 FA0375'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0375'0.7 MI NNE FROM PINEVILLE.
 FA0375'STATION IS ABOUT 0.7 MI. NNE ALONG SOUTHERN RR FROM STATION IN
 FA0375'PINEVILLE TO GRADE CROSSING OF SR 1372 (LEADING TO SOUTHLAND
 FA0375'INDUSTRIAL PARK), 25.7 FT S OF C/L OF SR 1372, 8.8 FT E OF E
 FA0375'RAIL OF MAIN TRACK, 23.2 FT N OF NW CORNER OF METAL SIGNAL BOX,
 FA0375'35.0 FT NW OF ALUMINUM REF. TAG ON TP, AND SET IN TOP OF CONCRETE
 FA0375'POST ABOUT 4 INCHES ABOVE THE GROUND.
 FA0375
 FA0375                          STATION RECOVERY (1988)
 FA0375
 FA0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0375'MARK NOT FOUND.
 FA0375
 FA0375                          STATION RECOVERY (1989)
 FA0375
 FA0375'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8057 ***********************************************************************
 DF8057  DESIGNATION -  76 JAS
 DF8057  PID         -  DF8057
 DF8057  STATE/COUNTY-  NC/CABARRUS
 DF8057  USGS QUAD   -  CONCORD SE (1987)
 DF8057
 DF8057                         *CURRENT SURVEY CONTROL
 DF8057  ___________________________________________________________________
 DF8057* NAD 83(1986)-  35 21 04.     (N)    080 36 18.     (W)     SCALED    
 DF8057* NAVD 88     -       173.850  (meters)     570.37   (feet)  ADJUSTED  
 DF8057  ___________________________________________________________________
 DF8057  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DF8057  DYNAMIC HT  -         173.697 (meters)     569.87  (feet)  COMP
 DF8057  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 DF8057
 DF8057  VERT ORDER  -  SECOND    CLASS II
 DF8057
 DF8057.The horizontal coordinates were scaled from a topographic map and have
 DF8057.an estimated accuracy of +/- 6 seconds.
 DF8057
 DF8057.The orthometric height was determined by differential leveling
 DF8057.and adjusted in January 2005.
 DF8057
 DF8057.The geoid height was determined by GEOID03.
 DF8057
 DF8057.The dynamic height is computed by dividing the NAVD 88
 DF8057.geopotential number by the normal gravity value computed on the
 DF8057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8057.degrees latitude (g = 980.6199 gals.).
 DF8057
 DF8057.The modeled gravity was interpolated from observed gravity values.
 DF8057
 DF8057;                    North         East    Units  Estimated Accuracy
 DF8057;SPC NC       -   178,790.      463,740.      MT  (+/- 180 meters Scaled)
 DF8057
 DF8057                          SUPERSEDED SURVEY CONTROL
 DF8057
 DF8057.No superseded survey control is available for this station.
 DF8057
 DF8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV358120(NAD 83)
 DF8057_MARKER: DB = BENCH MARK DISK
 DF8057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8057_SP_SET: CONCRETE HEADWALL
 DF8057_STAMPING: 76 JAS 1966 571
 DF8057_MARK LOGO: USGS  
 DF8057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8057+STABILITY: SURFACE MOTION
 DF8057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8057+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DF8057
 DF8057  HISTORY     - Date     Condition        Report By
 DF8057  HISTORY     - 1966     MONUMENTED       USGS
 DF8057  HISTORY     - 20000619 GOOD             NCGS
 DF8057  HISTORY     - 20030619 GOOD             NCGS
 DF8057
 DF8057                          STATION DESCRIPTION
 DF8057
 DF8057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8057'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTHEAST OF HARRISBURG AND
 DF8057'2.5 MI (4.0 KM) SOUTH OF CONCORD.
 DF8057'PROCEED ALONG NC 49 FOR 3.6 MI (5.8 KM) SOUTHWEST FROM US 601 BYPASS,
 DF8057'THENCE NORTHEAST FOR 0.05 MI (0.08 KM) ALONG OLD NC 49-OLD CHARLOTTE
 DF8057'ROAD, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A
 DF8057'LARGE CULVERT.
 DF8057'MARK IS ABOUT 2-FEET LOWER THAN THE CENTERLINE OF OLD NC 49.  LOCATED
 DF8057'19.5 FT (5.9 M) NORTH-NORTHWEST OF CENTERLINE OF OLD NC 49 AND 1.5 FT
 DF8057'(0.5 M) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 DF8057
 DF8057                          STATION RECOVERY (2003)
 DF8057
 DF8057'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 DF8057'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTHEAST OF HARRISBURG AND
 DF8057'2.5 MI (4.0 KM) SOUTH OF CONCORD. PROCEED ALONG NC 49 FOR 3.6 MI (5.8
 DF8057'KM) SOUTHWEST FROM US 601 BYPASS, THENCE NORTHEAST FOR 0.05 MI (0.08
 DF8057'KM) ALONG OLD NC 49-OLD CHARLOTTE ROAD, IN THE TOP OF THE NORTHEAST
 DF8057'END OF THE NORTHWEST HEADWALL OF A LARGE CULVERT. MARK IS ABOUT 2-FEET
 DF8057'LOWER THAN THE CENTERLINE OF OLD NC 49.  LOCATED 19.5 FT (5.9 M)
 DF8057'NORTH-NORTHWEST OF CENTERLINE OF OLD NC 49 AND 1.5 FT (0.5 M)
 DF8057'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1454 ***********************************************************************
 EB1454  DESIGNATION -  76 MEA
 EB1454  PID         -  EB1454
 EB1454  STATE/COUNTY-  NC/PENDER
 EB1454  USGS QUAD   -  ATKINSON (1984)
 EB1454
 EB1454                         *CURRENT SURVEY CONTROL
 EB1454  ___________________________________________________________________
 EB1454* NAD 83(1986)-  34 33 13.     (N)    078 11 42.     (W)     SCALED    
 EB1454* NAVD 88     -        20.807  (meters)      68.26   (feet)  ADJUSTED  
 EB1454  ___________________________________________________________________
 EB1454  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 EB1454  DYNAMIC HT  -          20.787 (meters)      68.20  (feet)  COMP
 EB1454  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 EB1454
 EB1454  VERT ORDER  -  FIRST     CLASS II
 EB1454
 EB1454.The horizontal coordinates were scaled from a topographic map and have
 EB1454.an estimated accuracy of +/- 6 seconds.
 EB1454
 EB1454.The orthometric height was determined by differential leveling
 EB1454.and adjusted in June 1991.
 EB1454
 EB1454.The geoid height was determined by GEOID03.
 EB1454
 EB1454.The dynamic height is computed by dividing the NAVD 88
 EB1454.geopotential number by the normal gravity value computed on the
 EB1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1454.degrees latitude (g = 980.6199 gals.).
 EB1454
 EB1454.The modeled gravity was interpolated from observed gravity values.
 EB1454
 EB1454;                    North         East    Units  Estimated Accuracy
 EB1454;SPC NC       -    89,450.      683,480.      MT  (+/- 180 meters Scaled)
 EB1454
 EB1454                          SUPERSEDED SURVEY CONTROL
 EB1454
 EB1454  NGVD 29 (10/06/93)   21.066  (m)           69.11   (f) ADJUSTED    1 2
 EB1454
 EB1454.Superseded values are not recommended for survey control.
 EB1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1454.See file dsdata.txt to determine how the superseded data were derived.
 EB1454
 EB1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU573271(NAD 83)
 EB1454_MARKER: DB = BENCH MARK DISK
 EB1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1454_SP_SET: CONCRETE POST
 EB1454_STAMPING: 76 MEA 1980
 EB1454_MARK LOGO: USGS  
 EB1454_PROJECTION: RECESSED 3 CENTIMETERS
 EB1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1454+STABILITY: SURFACE MOTION
 EB1454
 EB1454  HISTORY     - Date     Condition        Report By
 EB1454  HISTORY     - 1980     MONUMENTED       USGS
 EB1454  HISTORY     - 1980     GOOD             NCGS
 EB1454
 EB1454                          STATION DESCRIPTION
 EB1454
 EB1454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1454'2.2 MI NW FROM ATKINSON.
 EB1454'2.3 MILES NORTHWEST ALONG SR 1201-BEATTY BRIDGE ROAD-FROM INTERSECTION
 EB1454'WITH N.C. 11-53 IN ATKINSON, ON NORTH SIDE OF ROAD AT TELEPHONE
 EB1454'PEDESTAL IN SOUTHEAST CORNER OF YARD OF BRICK HOUSE AND APPROXIMATELY
 EB1454'0.1 MILE WEST OF RIGHT ANGLE IN ROAD, 27.7 FEET NORTH OF CENTERLINE
 EB1454'OF ROAD, 46.5 FEET WEST OF CENTERLINE OF DRIVE TO ADJACENT HOUSE,
 EB1454'32.0 FEET SOUTHWEST OF 36 INCH TWIN OAK, 3.5 FEET SOUTHEAST OF
 EB1454'PEDESTAL AND 145.3 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.
 EB1454'THIS IS A STANDARD USGS DISK.
 EB1454'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8260 ***********************************************************************
 AE8260  DESIGNATION -  76 WSM
 AE8260  PID         -  AE8260
 AE8260  STATE/COUNTY-  NC/MONTGOMERY
 AE8260  USGS QUAD   -  MOUNT GILEAD EAST (1994)
 AE8260
 AE8260                         *CURRENT SURVEY CONTROL
 AE8260  ___________________________________________________________________
 AE8260* NAD 83(2001)-  35 12 03.34059(N)    079 54 24.05862(W)     ADJUSTED  
 AE8260* NAVD 88     -        78.61   (meters)     257.9    (feet)  LEVELING  
 AE8260  ___________________________________________________________________
 AE8260  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AE8260  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AE8260  HORZ ORDER  -  SECOND
 AE8260  VERT ORDER  -  THIRD
 AE8260
 AE8260.The horizontal coordinates were established by classical geodetic methods
 AE8260.and adjusted by the National Geodetic Survey in August 2005.
 AE8260
 AE8260.The orthometric height was determined by differential leveling.
 AE8260.The vertical network tie was performed by a horz. field party for horz.
 AE8260.obs reductions. Reset procedures were used to establish the elevation.
 AE8260
 AE8260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8260
 AE8260.The geoid height was determined by GEOID03.
 AE8260
 AE8260;                    North         East     Units Scale Factor Converg.
 AE8260;SPC NC       -   161,328.327   527,046.265   MT  0.99987298   -0 31 23.9
 AE8260;SPC NC       -   529,291.35  1,729,150.95   sFT  0.99987298   -0 31 23.9
 AE8260;UTM  17      - 3,895,872.989   599,524.542   MT  0.99972207   +0 37 49.0
 AE8260
 AE8260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8260!SPC NC       -   0.99999246  x   0.99987298  =   0.99986544
 AE8260!UTM  17      -   0.99999246  x   0.99972207  =   0.99971454
 AE8260
 AE8260                          SUPERSEDED SURVEY CONTROL
 AE8260
 AE8260  NAD 83(1986)-  35 12 03.35120(N)    079 54 24.06994(W) AD(       ) 2
 AE8260  NGVD 29 (12/22/97)   78.88   (m)          258.8    (f) LEVELING    3  
 AE8260
 AE8260.Superseded values are not recommended for survey control.
 AE8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8260.See file dsdata.txt to determine how the superseded data were derived.
 AE8260
 AE8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9952595873(NAD 83)
 AE8260_MARKER: DB = BENCH MARK DISK
 AE8260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8260_STAMPING: 76 WSM 1954 259 FT
 AE8260_MARK LOGO: USGS  
 AE8260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8260+STABILITY: SURFACE MOTION
 AE8260
 AE8260  HISTORY     - Date     Condition        Report By
 AE8260  HISTORY     - 1954     MONUMENTED       USGS
 AE8260  HISTORY     - 19930303 GOOD             NCGS
 AE8260
 AE8260                          STATION DESCRIPTION
 AE8260
 AE8260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AE8260'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF MOUNT GILEAD AND 10.9
 AE8260'MI (17.5 KM) SOUTH OF TROY. ALONG NC 731 FOR 5.9 MI (9.5 KM) EAST FROM
 AE8260'NC 73 (IN MOUNT GILEAD), AT SR 1541, IN THE SOUTHEAST QUADRANT. MARK
 AE8260'IS ABOUT 2-FEET HIGHER THAN THE HIGHWAY AND PROJECTS 18-INCHES ABOVE
 AE8260'THE GROUND. LOCATED 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF THE
 AE8260'HIGHWAY, 121.5 FT (37.0 M) EAST OF THE CENTERLINE OF THE ROAD, 63.4 FT
 AE8260'(19.3 M) WEST OF THE WEST END OF A DRIVEWAY CULVERT, 159.0 FT (48.5 M)
 AE8260'EAST-NORTHEAST OF NCGS STATION--ROLLING--AND 53.6 FT (16.3 M) EAST OF
 AE8260'A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9241 ***********************************************************************
 DE9241  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9241  DESIGNATION -  76W 200
 DE9241  PID         -  DE9241
 DE9241  STATE/COUNTY-  NC/GUILFORD
 DE9241  USGS QUAD   -  GREENSBORO (1994)
 DE9241
 DE9241                         *CURRENT SURVEY CONTROL
 DE9241  ___________________________________________________________________
 DE9241* NAD 83(2007)-  36 03 46.57003(N)    079 51 31.33213(W)     ADJUSTED  
 DE9241* NAVD 88     -       257.17   (meters)     843.7    (feet)  GPS OBS   
 DE9241  ___________________________________________________________________
 DE9241  EPOCH DATE  -        2002.00
 DE9241  X           -     908,918.705 (meters)                     COMP
 DE9241  Y           -  -5,081,424.213 (meters)                     COMP
 DE9241  Z           -   3,733,972.185 (meters)                     COMP
 DE9241  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 DE9241  ELLIP HEIGHT-         226.107 (meters)          (02/10/07) ADJUSTED
 DE9241  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 DE9241
 DE9241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9241  Type    PID    Designation                      North   East  Ellip
 DE9241  -------------------------------------------------------------------
 DE9241  NETWORK DE9241 76W 200                           0.88   0.73   1.29
 DE9241  -------------------------------------------------------------------
 DE9241
 DE9241.The horizontal coordinates were established by GPS observations
 DE9241.and adjusted by the National Geodetic Survey in February 2007.
 DE9241
 DE9241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9241.The horizontal coordinates are valid at the epoch date displayed above.
 DE9241.The epoch date for horizontal control is a decimal equivalence
 DE9241.of Year/Month/Day.
 DE9241
 DE9241.The orthometric height was determined by GPS observations and a
 DE9241.high-resolution geoid model.
 DE9241.The orthometric height was determined by GPS observations and a
 DE9241.high-resolution geoid model using precise GPS observation and
 DE9241.processing techniques.
 DE9241
 DE9241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9241
 DE9241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9241
 DE9241.The ellipsoidal height was determined by GPS observations
 DE9241.and is referenced to NAD 83.
 DE9241
 DE9241.The geoid height was determined by GEOID03.
 DE9241
 DE9241;                    North         East     Units Scale Factor Converg.
 DE9241;SPC NC       -   256,918.423   532,241.999   MT  0.99997270   -0 29 44.2
 DE9241;SPC NC       -   842,906.53  1,746,197.29   sFT  0.99997270   -0 29 44.2
 DE9241;UTM  17      - 3,991,531.687   602,782.665   MT  0.99973017   +0 40 18.9
 DE9241
 DE9241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9241!SPC NC       -   0.99996451  x   0.99997270  =   0.99993722
 DE9241!UTM  17      -   0.99996451  x   0.99973017  =   0.99969469
 DE9241
 DE9241|---------------------------------------------------------------------|
 DE9241| PID    Reference Object                     Distance      Geod. Az  |
 DE9241|                                                           dddmmss.s |
 DE9241| DE9364 COG 168=76E 168                     295.064 METERS 07654     |
 DE9241|---------------------------------------------------------------------|
 DE9241
 DE9241                          SUPERSEDED SURVEY CONTROL
 DE9241
 DE9241  NAD 83(2001)-  36 03 46.57035(N)    079 51 31.33186(W) AD(       ) 1
 DE9241  ELLIP H (03/13/03)  226.107  (m)                       GP(       ) 4 2
 DE9241  NAD 83(1986)-  36 03 46.57632(N)    079 51 31.33988(W) AD(       ) 1
 DE9241
 DE9241.Superseded values are not recommended for survey control.
 DE9241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9241.See file dsdata.txt to determine how the superseded data were derived.
 DE9241
 DE9241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0278391532(NAD 83)
 DE9241_MARKER: DD = SURVEY DISK
 DE9241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9241_STAMPING: 76W.200 7/97
 DE9241_MARK LOGO: NC1940
 DE9241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9241+STABILITY: SURFACE MOTION
 DE9241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9241+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 DE9241
 DE9241  HISTORY     - Date     Condition        Report By
 DE9241  HISTORY     - 1997     MONUMENTED       NC1940
 DE9241  HISTORY     - 20041216 GOOD             USPSQD
 DE9241
 DE9241                          STATION DESCRIPTION
 DE9241
 DE9241'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9241'STATION IS LOCATED IN GREENSBORO, ABOUT 3.9 MI (6.3 KM) WEST-SOUTHWEST
 DE9241'OF DOWNTOWN GOVERNMENT COMPLEX, NEAR THE INTERSECTION OF WENDOVER
 DE9241'AVENUE AND SPRING GARDEN STREET.
 DE9241'ALONG WENDOVER AVENUE FOR 0.6 MI (1.0 KM) WEST FROM THE HOLDEN ROAD
 DE9241'UNDERPASS TO EXIT RAMP TO SPRING GARDEN STREET, AND STATION IN THE
 DE9241'GRASS BETWEEN RAMP AND WESTBOUND AVENUE TRAFFIC.
 DE9241'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTERLINE OF WENDOVER AVENUE AND
 DE9241'FLUSH WITH THE GROUND. LOCATED 54 FT (16.5 M) NORTH OF THE CENTERLINE
 DE9241'OF AVENUE, 73.6 FT (22.4 M) SOUTH OF CENTERLINE OF RAMP, 50.1 FT (15.3
 DE9241'M) NORTHWEST OF LIGHTPOST (FIRST FROM BEGINNING OF RAMP), AND 112.8 FT
 DE9241'(34.4 M) SOUTHEAST OF A BIRCH IN THE MIDDLE OF MEDIAN.
 DE9241
 DE9241                          STATION RECOVERY (2004)
 DE9241
 DE9241'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 DE9241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1655 ***********************************************************************
 FB1655  DESIGNATION -  77
 FB1655  PID         -  FB1655
 FB1655  STATE/COUNTY-  NC/SWAIN
 FB1655  USGS QUAD   -  NOLAND CREEK (1978)
 FB1655
 FB1655                         *CURRENT SURVEY CONTROL
 FB1655  ___________________________________________________________________
 FB1655* NAD 83(1986)-  35 26 07.     (N)    083 35 01.     (W)     SCALED    
 FB1655* NAVD 88     -       449.287  (meters)    1474.04   (feet)  ADJUSTED  
 FB1655  ___________________________________________________________________
 FB1655  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1655  DYNAMIC HT  -         448.805 (meters)    1472.45  (feet)  COMP
 FB1655  MODELED GRAV-     979,547.8   (mgal)                       NAVD 88
 FB1655
 FB1655  VERT ORDER  -  SECOND    CLASS 0
 FB1655
 FB1655.The horizontal coordinates were scaled from a topographic map and have
 FB1655.an estimated accuracy of +/- 6 seconds.
 FB1655
 FB1655.The orthometric height was determined by differential leveling
 FB1655.and adjusted in June 1991.
 FB1655
 FB1655.The geoid height was determined by GEOID03.
 FB1655
 FB1655.The dynamic height is computed by dividing the NAVD 88
 FB1655.geopotential number by the normal gravity value computed on the
 FB1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1655.degrees latitude (g = 980.6199 gals.).
 FB1655
 FB1655.The modeled gravity was interpolated from observed gravity values.
 FB1655
 FB1655;                    North         East    Units  Estimated Accuracy
 FB1655;SPC NC       -   196,550.      193,600.      MT  (+/- 180 meters Scaled)
 FB1655
 FB1655                          SUPERSEDED SURVEY CONTROL
 FB1655
 FB1655  NGVD 29 (??/??/92)  449.331  (m)         1474.18   (f) ADJ UNCH    2 0
 FB1655
 FB1655.Superseded values are not recommended for survey control.
 FB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1655.See file dsdata.txt to determine how the superseded data were derived.
 FB1655
 FB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV654243(NAD 83)
 FB1655_MARKER: X = CHISELED CROSS
 FB1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1655_SP_SET: BRIDGE
 FB1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1655
 FB1655  HISTORY     - Date     Condition        Report By
 FB1655  HISTORY     - UNK      MONUMENTED       RBNF
 FB1655  HISTORY     - 1934     GOOD             NGS
 FB1655
 FB1655                          STATION DESCRIPTION
 FB1655
 FB1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1655'0.3 MI S FROM BUSHNELL.
 FB1655'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1655'AT BUSHNELL, SWAIN COUNTY, AT BRIDGE 3 T 76.3 OVER TUCKASEGEE
 FB1655'RIVER, ON THE RETAINING WALL OF THE SOUTHEAST CONCRETE ABUTMENT,
 FB1655'2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE WALL, 3.5 FEET
 FB1655'SOUTHWEST OF THE SOUTHWEST RAIL, AND LEVEL WITH THE BASE OF THE
 FB1655'RAIL.  A CHISELED CROSS, PAINTED 77.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0372 ***********************************************************************
 FA0372  DESIGNATION -  77 EGB
 FA0372  PID         -  FA0372
 FA0372  STATE/COUNTY-  NC/MECKLENBURG
 FA0372  USGS QUAD   -  FORT MILL (1993)
 FA0372
 FA0372                         *CURRENT SURVEY CONTROL
 FA0372  ___________________________________________________________________
 FA0372* NAD 83(1986)-  35 06 27.     (N)    080 52 58.     (W)     SCALED    
 FA0372* NAVD 88     -       189.588  (meters)     622.01   (feet)  ADJUSTED  
 FA0372  ___________________________________________________________________
 FA0372  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA0372  DYNAMIC HT  -         189.416 (meters)     621.44  (feet)  COMP
 FA0372  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 FA0372
 FA0372  VERT ORDER  -  SECOND    CLASS 0
 FA0372
 FA0372.The horizontal coordinates were scaled from a topographic map and have
 FA0372.an estimated accuracy of +/- 6 seconds.
 FA0372
 FA0372.The orthometric height was determined by differential leveling
 FA0372.and adjusted in June 1991.
 FA0372
 FA0372.The geoid height was determined by GEOID03.
 FA0372
 FA0372.The dynamic height is computed by dividing the NAVD 88
 FA0372.geopotential number by the normal gravity value computed on the
 FA0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0372.degrees latitude (g = 980.6199 gals.).
 FA0372
 FA0372.The modeled gravity was interpolated from observed gravity values.
 FA0372
 FA0372;                    North         East    Units  Estimated Accuracy
 FA0372;SPC NC       -   152,220.      437,980.      MT  (+/- 180 meters Scaled)
 FA0372
 FA0372                          SUPERSEDED SURVEY CONTROL
 FA0372
 FA0372  NGVD 29 (??/??/92)  189.820  (m)          622.77   (f) ADJ UNCH    2 0
 FA0372
 FA0372.Superseded values are not recommended for survey control.
 FA0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0372.See file dsdata.txt to determine how the superseded data were derived.
 FA0372
 FA0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU106849(NAD 83)
 FA0372_MARKER: DB = BENCH MARK DISK
 FA0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0372_STAMPING: 77 EGB 1965 622
 FA0372_MARK LOGO: USGS  
 FA0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0372+STABILITY: SURFACE MOTION
 FA0372
 FA0372  HISTORY     - Date     Condition        Report By
 FA0372  HISTORY     - 1965     MONUMENTED       USGS
 FA0372  HISTORY     - 1972     GOOD             NCGS
 FA0372  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0372  HISTORY     - 20030618 SEE DESCRIPTION  NCGS
 FA0372
 FA0372                          STATION DESCRIPTION
 FA0372
 FA0372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0372'1.6 MI NNE FROM PINEVILLE.
 FA0372'STATION IS ABOUT 1.6 MILES N ALONG SOUTHERN RR FROM STATION IN
 FA0372'PINEVILLE, AT S END OF AN EARTH CUT, 9.0 FT W OF AND 1.7 FT LOWER
 FA0372'THAN W RAIL, 3.0 FT N OF RR SIGNAL NO. R87, AND SET IN TOP OF
 FA0372'A CONCRETE POST 4 INCHES ABOVE THE GROUND.
 FA0372
 FA0372                          STATION RECOVERY (1988)
 FA0372
 FA0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0372'MARK NOT FOUND.
 FA0372
 FA0372                          STATION RECOVERY (1989)
 FA0372
 FA0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0372'MARK NOT FOUND.
 FA0372
 FA0372                          STATION RECOVERY (2003)
 FA0372
 FA0372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA0372'THE STATION WAS NOT FOUND AND POSSIBLY LOST. IT APPEARS A SIDE TRACK
 FA0372'HAS BEEN BUILT ON THE WEST SIDE OF THE MAIN TRACK SINCE THE MARK WAS
 FA0372'SET IN 1965.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8312 ***********************************************************************
 AI8312  DESIGNATION -  77 HLZ
 AI8312  PID         -  AI8312
 AI8312  STATE/COUNTY-  NC/WARREN
 AI8312  USGS QUAD   -  WARRENTON (1970)
 AI8312
 AI8312                         *CURRENT SURVEY CONTROL
 AI8312  ___________________________________________________________________
 AI8312* NAD 83(2001)-  36 25 53.00232(N)    078 10 53.02681(W)     ADJUSTED  
 AI8312* NAVD 88     -       110.75   (+/-2cm)     363.4    (feet)  VERTCON   
 AI8312  ___________________________________________________________________
 AI8312  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AI8312  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AI8312  HORZ ORDER  -  SECOND
 AI8312  VERT ORDER  -  THIRD (See Below)
 AI8312
 AI8312.The horizontal coordinates were established by classical geodetic methods
 AI8312.and adjusted by the National Geodetic Survey in August 2005.
 AI8312
 AI8312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8312.The vertical order pertains to the NGVD 29 superseded value.
 AI8312
 AI8312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8312
 AI8312.The geoid height was determined by GEOID03.
 AI8312
 AI8312;                    North         East     Units Scale Factor Converg.
 AI8312;SPC NC       -   297,772.457   683,010.856   MT  1.00008465   +0 28 20.9
 AI8312;SPC NC       -   976,941.80  2,240,844.78   sFT  1.00008465   +0 28 20.9
 AI8312;UTM  17      - 4,035,490.148   752,673.601   MT  1.00038667   +1 40 29.1
 AI8312
 AI8312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8312!SPC NC       -   0.99998783  x   1.00008465  =   1.00007248
 AI8312!UTM  17      -   0.99998783  x   1.00038667  =   1.00037450
 AI8312
 AI8312                          SUPERSEDED SURVEY CONTROL
 AI8312
 AI8312  NAD 83(1986)-  36 25 52.99892(N)    078 10 53.03814(W) AD(       ) 2
 AI8312  NGVD 29 (08/31/00)  111.03   (m)          364.3    (f) LEVELING    3  
 AI8312
 AI8312.Superseded values are not recommended for survey control.
 AI8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8312.See file dsdata.txt to determine how the superseded data were derived.
 AI8312
 AI8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5267435490(NAD 83)
 AI8312_MARKER: DB = BENCH MARK DISK
 AI8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8312_STAMPING: 77 HLZ 1970
 AI8312_MARK LOGO: USGS  
 AI8312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI8312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8312+STABILITY: SURFACE MOTION
 AI8312
 AI8312  HISTORY     - Date     Condition        Report By
 AI8312  HISTORY     - 1970     MONUMENTED       USGS
 AI8312  HISTORY     - 19880101 GOOD             NCGS
 AI8312
 AI8312                          STATION DESCRIPTION
 AI8312
 AI8312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (ACD)
 AI8312'STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTHEAST OF NORLINA, 4.3 KM
 AI8312'(2.7 MI) NORTHWEST OF WARRENTON. AT THE US 158 BUSINESS-US 401 CULVERT
 AI8312'OVER OWEN CREEK. ALONG US 158 BUSINESS-US 401 FOR 0.4 KM (0.25 MI)
 AI8312'SOUTHEAST FROM THE US 158 BYPASS INTERSECTION, 4.8 KM (3.0 MI)
 AI8312'NORTHWEST OF WARRENTON, TO STATION IN SOUTHWEST END OF HIGHWAY
 AI8312'CULVERT, OR 1.0 KM (0.6 MI) NORTHWEST OF SR 1323. STATION IS A
 AI8312'STANDARD USGS BENCH MARK DISK SET IN TOP OF A DRILL HOLE IN CONCRETE
 AI8312'CULVERT. MARK IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND IS FLUSH WITH
 AI8312'THE CONCRETE.  LOCATED 8.53 M (28.0 FT) WEST OF THE CENTERLINE OF THE
 AI8312'HIGHWAY AND AT THE SOUTH END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1455 ***********************************************************************
 EB1455  DESIGNATION -  77 MEA
 EB1455  PID         -  EB1455
 EB1455  STATE/COUNTY-  NC/PENDER
 EB1455  USGS QUAD   -  ATKINSON (1984)
 EB1455
 EB1455                         *CURRENT SURVEY CONTROL
 EB1455  ___________________________________________________________________
 EB1455* NAD 83(1986)-  34 32 36.     (N)    078 11 00.     (W)     SCALED    
 EB1455* NAVD 88     -        20.445  (meters)      67.08   (feet)  ADJUSTED  
 EB1455  ___________________________________________________________________
 EB1455  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EB1455  DYNAMIC HT  -          20.425 (meters)      67.01  (feet)  COMP
 EB1455  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 EB1455
 EB1455  VERT ORDER  -  FIRST     CLASS II
 EB1455
 EB1455.The horizontal coordinates were scaled from a topographic map and have
 EB1455.an estimated accuracy of +/- 6 seconds.
 EB1455
 EB1455.The orthometric height was determined by differential leveling
 EB1455.and adjusted in June 1991.
 EB1455
 EB1455.The geoid height was determined by GEOID03.
 EB1455
 EB1455.The dynamic height is computed by dividing the NAVD 88
 EB1455.geopotential number by the normal gravity value computed on the
 EB1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1455.degrees latitude (g = 980.6199 gals.).
 EB1455
 EB1455.The modeled gravity was interpolated from observed gravity values.
 EB1455
 EB1455;                    North         East    Units  Estimated Accuracy
 EB1455;SPC NC       -    88,320.      684,560.      MT  (+/- 180 meters Scaled)
 EB1455
 EB1455                          SUPERSEDED SURVEY CONTROL
 EB1455
 EB1455  NGVD 29 (10/06/93)   20.706  (m)           67.93   (f) ADJUSTED    1 2
 EB1455
 EB1455.Superseded values are not recommended for survey control.
 EB1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1455.See file dsdata.txt to determine how the superseded data were derived.
 EB1455
 EB1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU584260(NAD 83)
 EB1455_MARKER: DB = BENCH MARK DISK
 EB1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1455_SP_SET: CONCRETE POST
 EB1455_STAMPING: 77 MEA 1980
 EB1455_MARK LOGO: USGS  
 EB1455_PROJECTION: FLUSH
 EB1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1455+STABILITY: SURFACE MOTION
 EB1455
 EB1455  HISTORY     - Date     Condition        Report By
 EB1455  HISTORY     - 1980     MONUMENTED       USGS
 EB1455  HISTORY     - 1980     GOOD             NCGS
 EB1455
 EB1455                          STATION DESCRIPTION
 EB1455
 EB1455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1455'1.3 MI NW FROM ATKINSON.
 EB1455'1.35 MILES NORTHWEST ALONG SR 1201-BEATTY BRIDGE ROAD-FROM
 EB1455'INTERSECTION WITH N.C. 11-53 IN ATKINSON, IN WEST CORNER OF YARD OF A
 EB1455'BRICK HOUSE AND 0.05 MILE NORTHWEST OF SR 1201-1206-1100 CROSSROADS,
 EB1455'27.8 FEET NORTHEAST OF CENTERLINE OF ROAD, 27.7 FEET NORTHWEST OF
 EB1455'CENTERLINE OF DRIVE, 22.5 FEET SOUTHEAST OF POWER POLE WITH REFERENCE
 EB1455'TAG, 22.0 FEET SOUTHEAST OF TELEPHONE PEDESTAL AND 21.6 FEET NORTH
 EB1455'OF NORTH END OF CULVERT UNDER DRIVE.  THIS IS A STANDARD USGS DISK.
 EB1455'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0823 ***********************************************************************
 FA0823  DESIGNATION -  777
 FA0823  PID         -  FA0823
 FA0823  STATE/COUNTY-  NC/GASTON
 FA0823  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA0823
 FA0823                         *CURRENT SURVEY CONTROL
 FA0823  ___________________________________________________________________
 FA0823* NAD 83(1986)-  35 10 59.     (N)    081 12 22.     (W)     SCALED    
 FA0823* NAVD 88     -       236.167  (meters)     774.82   (feet)  ADJUSTED  
 FA0823  ___________________________________________________________________
 FA0823  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FA0823  DYNAMIC HT  -         235.939 (meters)     774.08  (feet)  COMP
 FA0823  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FA0823
 FA0823  VERT ORDER  -  SECOND    CLASS 0
 FA0823
 FA0823.The horizontal coordinates were scaled from a topographic map and have
 FA0823.an estimated accuracy of +/- 6 seconds.
 FA0823
 FA0823.The orthometric height was determined by differential leveling
 FA0823.and adjusted in June 1991.
 FA0823
 FA0823.The geoid height was determined by GEOID03.
 FA0823
 FA0823.The dynamic height is computed by dividing the NAVD 88
 FA0823.geopotential number by the normal gravity value computed on the
 FA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0823.degrees latitude (g = 980.6199 gals.).
 FA0823
 FA0823.The modeled gravity was interpolated from observed gravity values.
 FA0823
 FA0823;                    North         East    Units  Estimated Accuracy
 FA0823;SPC NC       -   161,200.      408,700.      MT  (+/- 180 meters Scaled)
 FA0823
 FA0823                          SUPERSEDED SURVEY CONTROL
 FA0823
 FA0823  NGVD 29 (??/??/92)  236.368  (m)          775.48   (f) ADJ UNCH    2 0
 FA0823
 FA0823.Superseded values are not recommended for survey control.
 FA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0823.See file dsdata.txt to determine how the superseded data were derived.
 FA0823
 FA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU812933(NAD 83)
 FA0823_MARKER: DD = SURVEY DISK
 FA0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0823_SP_SET: CHIMNEY
 FA0823_STAMPING: 777
 FA0823_MARK LOGO: USGS  
 FA0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0823
 FA0823  HISTORY     - Date     Condition        Report By
 FA0823  HISTORY     - UNK      MONUMENTED       USGS
 FA0823  HISTORY     - 1935     GOOD             CGS
 FA0823  HISTORY     - 1982     MARK NOT FOUND   NCGS
 FA0823  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0823
 FA0823                          STATION DESCRIPTION
 FA0823
 FA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0823'6.2 MI S FROM GASTONIA.
 FA0823'6.2 MILES SOUTH ALONG THE CAROLINA AND NORTHWESTERN RAILWAY
 FA0823'FROM THE STATION AT GASTONIA, GASTON COUNTY, 166 YARDS SOUTHWEST
 FA0823'OF THE STATION SIGNBOARD AT CROWDERS, 148 FEET WEST OF THE WEST
 FA0823'RAIL, AT THE W.W. GLENN HOUSE, IN THE SOUTH FACE OF THE SOUTH
 FA0823'BRICK CHIMNEY, AND 3 FEET HIGHER THAN THE GROUND.  A UNITED
 FA0823'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED---777---AND SET
 FA0823'VERTICALLY.
 FA0823
 FA0823                          STATION RECOVERY (1982)
 FA0823
 FA0823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FA0823'ORIGINAL DESCRIPTION STATED THAT MARK WAS SET VERTICALLY IN SOUTH
 FA0823'FACE OF SOUTH CHIMNEY.  PRESENTLY A DISK WITH THE SAME STAMPING
 FA0823'IS LOCATED IN THE NORTH SIDE OF THE NORTH CHIMNEY OF THIS HOUSE
 FA0823'INDICATING THAT THIS MARK HAS PROBABLY BEEN MOVED.
 FA0823
 FA0823                          STATION RECOVERY (1987)
 FA0823
 FA0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1539 ***********************************************************************
 FA1539  DESIGNATION -  777 RESET
 FA1539  PID         -  FA1539
 FA1539  STATE/COUNTY-  NC/GASTON
 FA1539  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA1539
 FA1539                         *CURRENT SURVEY CONTROL
 FA1539  ___________________________________________________________________
 FA1539* NAD 83(1986)-  35 10 59.     (N)    081 12 22.     (W)     SCALED    
 FA1539* NAVD 88     -       235.946  (meters)     774.10   (feet)  ADJUSTED  
 FA1539  ___________________________________________________________________
 FA1539  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FA1539  DYNAMIC HT  -         235.718 (meters)     773.35  (feet)  COMP
 FA1539  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 FA1539
 FA1539  VERT ORDER  -  SECOND    CLASS I
 FA1539
 FA1539.The horizontal coordinates were scaled from a topographic map and have
 FA1539.an estimated accuracy of +/- 6 seconds.
 FA1539
 FA1539.The orthometric height was determined by differential leveling
 FA1539.and adjusted in June 1991.
 FA1539
 FA1539.The geoid height was determined by GEOID03.
 FA1539
 FA1539.The dynamic height is computed by dividing the NAVD 88
 FA1539.geopotential number by the normal gravity value computed on the
 FA1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1539.degrees latitude (g = 980.6199 gals.).
 FA1539
 FA1539.The modeled gravity was interpolated from observed gravity values.
 FA1539
 FA1539;                    North         East    Units  Estimated Accuracy
 FA1539;SPC NC       -   161,200.      408,700.      MT  (+/- 180 meters Scaled)
 FA1539
 FA1539                          SUPERSEDED SURVEY CONTROL
 FA1539
 FA1539.No superseded survey control is available for this station.
 FA1539
 FA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU812933(NAD 83)
 FA1539_MARKER: DE = TRAVERSE STATION DISK
 FA1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA1539_SP_SET: BRICK CHIMNEY
 FA1539_STAMPING: PRIM TRAV NO 2 777 COLUMBIA 1906
 FA1539_MARK LOGO: USGS  
 FA1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1539+STABILITY: SURFACE MOTION
 FA1539
 FA1539  HISTORY     - Date     Condition        Report By
 FA1539  HISTORY     - UNK      MONUMENTED       RBNF
 FA1539  HISTORY     - 1982     GOOD             NCGS
 FA1539  HISTORY     - 19991201 GOOD             USPSQD
 FA1539  HISTORY     - 20010331 GOOD             NGS
 FA1539
 FA1539                          STATION DESCRIPTION
 FA1539
 FA1539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FA1539'LOCATED ALONG US 321, 1.3 MILES SOUTH OF THE INTERSECTION WITH
 FA1539'SR 1103 AT THE SOUTH EDGE OF GASTONIA, OR 2.0 MILES NORTH OF THE
 FA1539'NORTH CAROLINA - SOUTH CAROLINA STATE LINE, IN THE CROWDERS COMMUNITY
 FA1539'IN THE NORTH FACE OF THE NORTH BRICK CHIMNEY OF A LARGE TWO STORY
 FA1539'WHITE SHINGLED HOUSE, 76.0 FEET NORTH OF CENTER OF GRAVEL DRIVE AND
 FA1539'0.4 FEET WEST OF THE NORTHEAST CORNER OF CHIMNEY.
 FA1539'ORIGINAL DESCRIPTION STATED THAT MARK WAS SET VERTICALLY IN SOUTH
 FA1539'FACE OF SOUTH CHIMNEY.  ADDITIONAL LEVELING INDICATED THAT THIS
 FA1539'MARK WAS PROBABLY MOVED.
 FA1539
 FA1539                          STATION RECOVERY (1999)
 FA1539
 FA1539'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1539'RECOVERED IN GOOD CONDITION.
 FA1539
 FA1539                          STATION RECOVERY (2001)
 FA1539
 FA1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA1539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0494 ***********************************************************************
 EY0494  DESIGNATION -  78
 EY0494  PID         -  EY0494
 EY0494  STATE/COUNTY-  NC/MARTIN
 EY0494  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY0494
 EY0494                         *CURRENT SURVEY CONTROL
 EY0494  ___________________________________________________________________
 EY0494* NAD 83(1986)-  35 48 56.     (N)    077 18 51.     (W)     SCALED    
 EY0494* NAVD 88     -        22.555  (meters)      74.00   (feet)  POSTED    
 EY0494  ___________________________________________________________________
 EY0494  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 EY0494  DYNAMIC HT  -          22.540 (meters)      73.95  (feet)  COMP
 EY0494  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 EY0494
 EY0494  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EY0494
 EY0494.The horizontal coordinates were scaled from a topographic map and have
 EY0494.an estimated accuracy of +/- 6 seconds.
 EY0494
 EY0494.The orthometric height was determined by differential leveling
 EY0494.and adjusted by the  in 1992.
 EY0494.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EY0494.rate of 4.1 thru 8.0 mm/km.
 EY0494
 EY0494.The geoid height was determined by GEOID03.
 EY0494
 EY0494.The dynamic height is computed by dividing the NAVD 88
 EY0494.geopotential number by the normal gravity value computed on the
 EY0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0494.degrees latitude (g = 980.6199 gals.).
 EY0494
 EY0494.The modeled gravity was interpolated from observed gravity values.
 EY0494
 EY0494;                    North         East    Units  Estimated Accuracy
 EY0494;SPC NC       -   230,430.      761,940.      MT  (+/- 180 meters Scaled)
 EY0494
 EY0494                          SUPERSEDED SURVEY CONTROL
 EY0494
 EY0494  NGVD 29 (??/??/92)   22.918  (m)           75.19   (f) ADJ UNCH    2 0
 EY0494
 EY0494.Superseded values are not recommended for survey control.
 EY0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0494.See file dsdata.txt to determine how the superseded data were derived.
 EY0494
 EY0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE909659(NAD 83)
 EY0494_MARKER: P = PIPE CAP
 EY0494_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0494_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0494_STAMPING: 75.174 RALEIGH
 EY0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0494
 EY0494  HISTORY     - Date     Condition        Report By
 EY0494  HISTORY     - UNK      MONUMENTED       USGS
 EY0494  HISTORY     - 1935     GOOD             NGS
 EY0494  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0494
 EY0494                          STATION DESCRIPTION
 EY0494
 EY0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0494'AT PARMELE.
 EY0494'AT PARMELE, MARTIN COUNTY, 150 FEET SOUTH OF THE ATLANTIC COAST
 EY0494'LINE RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 EY0494'OF THE PLYMOUTH AND KINSTON BRANCHES, 110 FEET SOUTH OF THE
 EY0494'CENTERLINE OF THE PLYMOUTH BRANCH TRACK, AND 75 FEET WEST OF THE
 EY0494'CENTERLINE OF THE KINSTON BRANCH TRACK.  A UNITED STATES
 EY0494'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 75.174 RALEIGH AND
 EY0494'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 5 INCHES
 EY0494'ABOVE GROUND.
 EY0494
 EY0494                          STATION RECOVERY (1975)
 EY0494
 EY0494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1457 ***********************************************************************
 EB1457  CBN         -  This is a Cooperative Base Network Control Station.
 EB1457  DESIGNATION -  78 MEA
 EB1457  PID         -  EB1457
 EB1457  STATE/COUNTY-  NC/PENDER
 EB1457  USGS QUAD   -  ATKINSON (1984)
 EB1457
 EB1457                         *CURRENT SURVEY CONTROL
 EB1457  ___________________________________________________________________
 EB1457* NAD 83(2007)-  34 31 41.39276(N)    078 10 13.55673(W)     ADJUSTED  
 EB1457* NAVD 88     -        19.134  (meters)      62.78   (feet)  ADJUSTED  
 EB1457  ___________________________________________________________________
 EB1457  EPOCH DATE  -        2002.00
 EB1457  X           -   1,078,359.311 (meters)                     COMP
 EB1457  Y           -  -5,148,540.466 (meters)                     COMP
 EB1457  Z           -   3,594,856.903 (meters)                     COMP
 EB1457  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EB1457  ELLIP HEIGHT-         -16.696 (meters)          (02/10/07) ADJUSTED
 EB1457  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 EB1457  DYNAMIC HT  -          19.115 (meters)      62.71  (feet)  COMP
 EB1457
 EB1457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB1457  Type    PID    Designation                      North   East  Ellip
 EB1457  -------------------------------------------------------------------
 EB1457  NETWORK EB1457 78 MEA                            0.61   0.61   2.39
 EB1457  -------------------------------------------------------------------
 EB1457  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EB1457
 EB1457  VERT ORDER  -  FIRST     CLASS II
 EB1457
 EB1457.The horizontal coordinates were established by GPS observations
 EB1457.and adjusted by the National Geodetic Survey in February 2007.
 EB1457
 EB1457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB1457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB1457.The horizontal coordinates are valid at the epoch date displayed above.
 EB1457.The epoch date for horizontal control is a decimal equivalence
 EB1457.of Year/Month/Day.
 EB1457
 EB1457.The orthometric height was determined by differential leveling
 EB1457.and adjusted in June 1991.
 EB1457
 EB1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB1457
 EB1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1457
 EB1457.The ellipsoidal height was determined by GPS observations
 EB1457.and is referenced to NAD 83.
 EB1457
 EB1457.The geoid height was determined by GEOID03.
 EB1457
 EB1457.The dynamic height is computed by dividing the NAVD 88
 EB1457.geopotential number by the normal gravity value computed on the
 EB1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1457.degrees latitude (g = 980.6199 gals.).
 EB1457
 EB1457.The modeled gravity was interpolated from observed gravity values.
 EB1457
 EB1457;                    North         East     Units Scale Factor Converg.
 EB1457;SPC NC       -    86,641.838   685,758.497   MT  0.99995174   +0 28 43.7
 EB1457;SPC NC       -   284,257.43  2,249,859.34   sFT  0.99995174   +0 28 43.7
 EB1457;UTM  17      - 3,824,357.086   759,714.134   MT  1.00043148   +1 36 17.0
 EB1457
 EB1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1457!SPC NC       -   1.00000262  x   0.99995174  =   0.99995436
 EB1457!UTM  17      -   1.00000262  x   1.00043148  =   1.00043410
 EB1457
 EB1457                          SUPERSEDED SURVEY CONTROL
 EB1457
 EB1457  NAD 83(2001)-  34 31 41.39300(N)    078 10 13.55634(W) AD(       ) B
 EB1457  ELLIP H (01/30/03)  -16.690  (m)                       GP(       ) 4 2
 EB1457  NAD 83(1986)-  34 31 41.40135(N)    078 10 13.56804(W) AD(       ) 1
 EB1457  NAD 83(1995)-  34 31 41.39325(N)    078 10 13.55567(W) AD(       ) B
 EB1457  ELLIP H (09/11/96)  -16.701  (m)                       GP(       ) 4 1
 EB1457  NAVD 88 (11/04/96)   19.13   (m)           62.8    (f) LEVELING    3  
 EB1457  NAVD 88 (09/11/96)   19.13   (m)           62.8    (f) LEVELING    3  
 EB1457  NGVD 29 (10/06/93)   19.397  (m)           63.64   (f) ADJUSTED    1 2
 EB1457
 EB1457.Superseded values are not recommended for survey control.
 EB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1457.See file dsdata.txt to determine how the superseded data were derived.
 EB1457
 EB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5971424357(NAD 83)
 EB1457_MARKER: DB = BENCH MARK DISK
 EB1457_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB1457_SP_SET: RAILROAD SIGNAL BASE
 EB1457_STAMPING: 78 MEA 1980
 EB1457_MARK LOGO: USGS  
 EB1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1457+STABILITY: SURFACE MOTION
 EB1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1457+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EB1457
 EB1457  HISTORY     - Date     Condition        Report By
 EB1457  HISTORY     - 1980     MONUMENTED       USGS
 EB1457  HISTORY     - 1980     GOOD             NCGS
 EB1457  HISTORY     - 19931118 GOOD             NCGS
 EB1457  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 EB1457
 EB1457                          STATION DESCRIPTION
 EB1457
 EB1457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1457'IN ATKINSON.
 EB1457'AT THE CORNER OF CHURCH STREET-N.C. 11-53-WITH FIRST AVENUE-SR 1126-
 EB1457'IN ATKINSON, SET IN ABANDONED RAILROAD SIGNAL BASE, 19 FEET NORTHWEST
 EB1457'OF CENTERLINE OF HIGHWAY, 26 FEET SOUTHWEST OF CENTERLINE OF STREET,
 EB1457'6.8 FEET WEST OF CONCRETE STREET POST AND 0.8 FOOT NORTHWEST OF
 EB1457'SOUTHEAST CORNER OF CONCRETE.  THIS IS A STANDARD USGS DISK.
 EB1457'THE MARK IS 1 FT ABOVE STREET.
 EB1457
 EB1457                          STATION RECOVERY (1993)
 EB1457
 EB1457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EB1457'STATION IS LOCATED IN ATKINSON. AT THE INTERSECTION OF NC 11-53
 EB1457'(CHURCH STREET) AND SR 1126 (FIRST AVENUE), IN THE WEST QUADRANT, IN
 EB1457'AN ABANDONED RAILROAD SIGNAL BASE. MARK IS 20.0 FT (6.1 M) NORTHWEST
 EB1457'OF THE CENTERLINE OF NC 11-53, 27.0 FT (8.2 M) SOUTHWEST OF THE
 EB1457'CENTERLINE OF SR 1126, 0.8 FT (24.4 CM) NORTHWEST OF THE SOUTHEAST
 EB1457'CORNER OF CONCRETE, 4.0 FT (1.2 M) NORTHWEST OF A METAL STREET POLE
 EB1457'AND 11.0 FT (3.4 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 EB1457
 EB1457                          STATION RECOVERY (2004)
 EB1457
 EB1457'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0657 ***********************************************************************
 EA0657  DESIGNATION -  787
 EA0657  PID         -  EA0657
 EA0657  STATE/COUNTY-  NC/NEW HANOVER
 EA0657  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0657
 EA0657                         *CURRENT SURVEY CONTROL
 EA0657  ___________________________________________________________________
 EA0657* NAD 83(1986)-  34 05 32.     (N)    077 53 49.     (W)     SCALED    
 EA0657* NAVD 88     -         7.905  (meters)      25.93   (feet)  ADJUSTED  
 EA0657  ___________________________________________________________________
 EA0657  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA0657  DYNAMIC HT  -           7.897 (meters)      25.91  (feet)  COMP
 EA0657  MODELED GRAV-     979,635.8   (mgal)                       NAVD 88
 EA0657
 EA0657  VERT ORDER  -  SECOND    CLASS 0
 EA0657
 EA0657.The horizontal coordinates were scaled from a topographic map and have
 EA0657.an estimated accuracy of +/- 6 seconds.
 EA0657
 EA0657.The orthometric height was determined by differential leveling
 EA0657.and adjusted in June 1991.
 EA0657
 EA0657.The geoid height was determined by GEOID03.
 EA0657
 EA0657.The dynamic height is computed by dividing the NAVD 88
 EA0657.geopotential number by the normal gravity value computed on the
 EA0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0657.degrees latitude (g = 980.6199 gals.).
 EA0657
 EA0657.The modeled gravity was interpolated from observed gravity values.
 EA0657
 EA0657;                    North         East    Units  Estimated Accuracy
 EA0657;SPC NC       -    38,530.      711,400.      MT  (+/- 180 meters Scaled)
 EA0657
 EA0657                          SUPERSEDED SURVEY CONTROL
 EA0657
 EA0657  NGVD 29 (??/??/92)    8.18   (m)           26.8    (f) COMPUTED    2 0
 EA0657
 EA0657.Superseded values are not recommended for survey control.
 EA0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0657.See file dsdata.txt to determine how the superseded data were derived.
 EA0657
 EA0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC327761(NAD 83)
 EA0657_MARKER: DD = SURVEY DISK
 EA0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0657_STAMPING: 787
 EA0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0657+STABILITY: SURFACE MOTION
 EA0657
 EA0657  HISTORY     - Date     Condition        Report By
 EA0657  HISTORY     - 1942     MONUMENTED       NCGS
 EA0657  HISTORY     - 1963     MARK NOT FOUND   NCGS
 EA0657  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA0657  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0657
 EA0657                          STATION DESCRIPTION
 EA0657
 EA0657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1942
 EA0657'11.1 MI SE FROM WILMINGTON.
 EA0657'ALONG U.S. HIGHWAY 421, ABOUT 115 YARDS NORTHWEST OF THE JUNCTION
 EA0657'OF U.S. HIGHWAY 421 AND A PAVED SIDEROAD NORTHEAST TO MYRTLE
 EA0657'GROVE, 154 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH
 EA0657'OF A ONE STORY WHITE FRAME HOUSE, 65 FEET EAST OF POWER POLE
 EA0657'NUMBER 237, 24 FEET EAST OF THE CENTER OF THE HIGHWAY, 18 FEET
 EA0657'NORTHWEST OF TELEPHONE POLE NUMBER 179.
 EA0657
 EA0657                          STATION RECOVERY (1963)
 EA0657
 EA0657'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 EA0657'MARK NOT FOUND.
 EA0657
 EA0657                          STATION RECOVERY (2004)
 EA0657
 EA0657'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0657'MARK NOT FOUND.
 EA0657
 EA0657                          STATION RECOVERY (2005)
 EA0657
 EA0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0681 ***********************************************************************
 EA0681  DESIGNATION -  788
 EA0681  PID         -  EA0681
 EA0681  STATE/COUNTY-  NC/NEW HANOVER
 EA0681  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0681
 EA0681                         *CURRENT SURVEY CONTROL
 EA0681  ___________________________________________________________________
 EA0681* NAD 83(1986)-  34 00 14.     (N)    077 54 16.     (W)     SCALED    
 EA0681* NAVD 88     -         6.674  (meters)      21.90   (feet)  ADJUSTED  
 EA0681  ___________________________________________________________________
 EA0681  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EA0681  DYNAMIC HT  -           6.667 (meters)      21.87  (feet)  COMP
 EA0681  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 EA0681
 EA0681  VERT ORDER  -  SECOND    CLASS 0
 EA0681
 EA0681.The horizontal coordinates were scaled from a topographic map and have
 EA0681.an estimated accuracy of +/- 6 seconds.
 EA0681
 EA0681.The orthometric height was determined by differential leveling
 EA0681.and adjusted in June 1991.
 EA0681
 EA0681.The geoid height was determined by GEOID03.
 EA0681
 EA0681.The dynamic height is computed by dividing the NAVD 88
 EA0681.geopotential number by the normal gravity value computed on the
 EA0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0681.degrees latitude (g = 980.6199 gals.).
 EA0681
 EA0681.The modeled gravity was interpolated from observed gravity values.
 EA0681
 EA0681;                    North         East    Units  Estimated Accuracy
 EA0681;SPC NC       -    28,720.      710,820.      MT  (+/- 180 meters Scaled)
 EA0681
 EA0681                          SUPERSEDED SURVEY CONTROL
 EA0681
 EA0681  NGVD 29 (??/??/92)    6.948  (m)           22.80   (f) ADJ UNCH    2 0
 EA0681
 EA0681.Superseded values are not recommended for survey control.
 EA0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0681.See file dsdata.txt to determine how the superseded data were derived.
 EA0681
 EA0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC317663(NAD 83)
 EA0681_MARKER: DD = SURVEY DISK
 EA0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0681_STAMPING: 788
 EA0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0681+STABILITY: SURFACE MOTION
 EA0681
 EA0681  HISTORY     - Date     Condition        Report By
 EA0681  HISTORY     - UNK      MONUMENTED       NCGS
 EA0681  HISTORY     - 1942     GOOD             NGS
 EA0681  HISTORY     - 1970     MARK NOT FOUND   USGS
 EA0681  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA0681
 EA0681                          STATION DESCRIPTION
 EA0681
 EA0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EA0681'2.2 MI S FROM CAROLINA BEACH.
 EA0681'2.2 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE JUNCTION OF CAPE
 EA0681'FEAR BOULEVARD AT CAROLINA BEACH, NEW HANOVER COUNTY, 400 YARDS
 EA0681'SOUTH OF A CHEMICAL-PLANT SEA-WATER INTAKE, 138.6 FEET NORTH OF
 EA0681'THE A.G. FLANNIGAN MAILBOX IN 1942, AT THE SOUTH END OF A CURVE,
 EA0681'48.3 FEET NORTHWEST OF POLE 78, AND 24 FEET WEST OF THE CENTER
 EA0681'LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 788
 EA0681'AND SET IN THE TOP OF A CONCRETE POST.
 EA0681
 EA0681                          STATION RECOVERY (1970)
 EA0681
 EA0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0681'MARK NOT FOUND.
 EA0681
 EA0681                          STATION RECOVERY (2004)
 EA0681
 EA0681'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2077 ***********************************************************************
 FX2077  DESIGNATION -  79 WSM
 FX2077  PID         -  FX2077
 FX2077  STATE/COUNTY-  NC/HERTFORD
 FX2077  USGS QUAD   -  COLERAIN (1982)
 FX2077
 FX2077                         *CURRENT SURVEY CONTROL
 FX2077  ___________________________________________________________________
 FX2077* NAD 83(1986)-  36 14 42.     (N)    076 47 42.     (W)     SCALED    
 FX2077* NAVD 88     -        12.219  (meters)      40.09   (feet)  ADJUSTED  
 FX2077  ___________________________________________________________________
 FX2077  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 FX2077  DYNAMIC HT  -          12.209 (meters)      40.06  (feet)  COMP
 FX2077  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 FX2077
 FX2077  VERT ORDER  -  SECOND    CLASS II
 FX2077
 FX2077.The horizontal coordinates were scaled from a topographic map and have
 FX2077.an estimated accuracy of +/- 6 seconds.
 FX2077
 FX2077.The orthometric height was determined by differential leveling
 FX2077.and adjusted in June 1991.
 FX2077
 FX2077.The geoid height was determined by GEOID03.
 FX2077
 FX2077.The dynamic height is computed by dividing the NAVD 88
 FX2077.geopotential number by the normal gravity value computed on the
 FX2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2077.degrees latitude (g = 980.6199 gals.).
 FX2077
 FX2077.The modeled gravity was interpolated from observed gravity values.
 FX2077
 FX2077;                    North         East    Units  Estimated Accuracy
 FX2077;SPC NC       -   278,990.      807,780.      MT  (+/- 180 meters Scaled)
 FX2077
 FX2077                          SUPERSEDED SURVEY CONTROL
 FX2077
 FX2077  NGVD 29 (??/??/92)   12.553  (m)           41.18   (f) ADJ UNCH    2 2
 FX2077
 FX2077.Superseded values are not recommended for survey control.
 FX2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2077.See file dsdata.txt to determine how the superseded data were derived.
 FX2077
 FX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF387126(NAD 83)
 FX2077_MARKER: DB = BENCH MARK DISK
 FX2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2077_STAMPING: 79 WSM 1955 41
 FX2077_MARK LOGO: USGS  
 FX2077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2077+STABILITY: SURFACE MOTION
 FX2077
 FX2077  HISTORY     - Date     Condition        Report By
 FX2077  HISTORY     - 1955     MONUMENTED       USGS
 FX2077  HISTORY     - 19740801 GOOD             NCGS
 FX2077
 FX2077                          STATION DESCRIPTION
 FX2077
 FX2077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2077'3.8 MI SOUTH OF HARRELLSVILLE.
 FX2077'TO REACH STATION FROM INTERSECTION OF NC 45 WITH SR 1002 (SOUTH) AND
 FX2077'SR 1433 (NORTH) IN HARRELLSVILLE, PROCEED SOUTH ALONG SR 1002 FOR 3.9
 FX2077'MILES (6.3 KM) TO SR 1434 (EAST), THENCE EAST ALONG SR 1434 FOR 1.5
 FX2077'MILES (2.4 KM) TO SR 1435 (SOUTH) AND STATION IN SOUTHEAST QUADRANT OF
 FX2077'INTERSECTION, 28.0 FT S OF C/L OF SR 1434, 3.2 FT E OF C/L OF SR 1435,
 FX2077'10.0 FT N OF PP 12256 AND 3.0 FT N OF BASE OF GUY WIRE.  DISK IS IN
 FX2077'TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1567 ***********************************************************************
 EZ1567  DESIGNATION -  793
 EZ1567  PID         -  EZ1567
 EZ1567  STATE/COUNTY-  NC/GUILFORD
 EZ1567  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ1567
 EZ1567                         *CURRENT SURVEY CONTROL
 EZ1567  ___________________________________________________________________
 EZ1567* NAD 83(1986)-  35 59 38.     (N)    079 56 02.     (W)     SCALED    
 EZ1567* NAVD 88     -       241.228  (meters)     791.43   (feet)  ADJUSTED  
 EZ1567  ___________________________________________________________________
 EZ1567  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 EZ1567  DYNAMIC HT  -         241.023 (meters)     790.76  (feet)  COMP
 EZ1567  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 EZ1567
 EZ1567  VERT ORDER  -  FIRST     CLASS II
 EZ1567
 EZ1567.The horizontal coordinates were scaled from a topographic map and have
 EZ1567.an estimated accuracy of +/- 6 seconds.
 EZ1567
 EZ1567.The orthometric height was determined by differential leveling
 EZ1567.and adjusted in June 1991.
 EZ1567
 EZ1567.The geoid height was determined by GEOID03.
 EZ1567
 EZ1567.The dynamic height is computed by dividing the NAVD 88
 EZ1567.geopotential number by the normal gravity value computed on the
 EZ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1567.degrees latitude (g = 980.6199 gals.).
 EZ1567
 EZ1567.The modeled gravity was interpolated from observed gravity values.
 EZ1567
 EZ1567;                    North         East    Units  Estimated Accuracy
 EZ1567;SPC NC       -   249,320.      525,400.      MT  (+/- 180 meters Scaled)
 EZ1567
 EZ1567                          SUPERSEDED SURVEY CONTROL
 EZ1567
 EZ1567  NGVD 29 (??/??/92)  241.46   (m)          792.2    (f) COMPUTED    1 2
 EZ1567
 EZ1567.Superseded values are not recommended for survey control.
 EZ1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1567.See file dsdata.txt to determine how the superseded data were derived.
 EZ1567
 EZ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV960837(NAD 83)
 EZ1567_MARKER: B = BOLT
 EZ1567_SETTING: 80 = SET IN A BOULDER
 EZ1567_MARK LOGO: USGS  
 EZ1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1567+STABILITY: SURFACE MOTION
 EZ1567
 EZ1567  HISTORY     - Date     Condition        Report By
 EZ1567  HISTORY     - UNK      MONUMENTED       USGS
 EZ1567  HISTORY     - 1935     POOR             CGS
 EZ1567  HISTORY     - 1967     MARK NOT FOUND   USGS
 EZ1567
 EZ1567                          STATION DESCRIPTION
 EZ1567
 EZ1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1567'AT JAMESTOWN.
 EZ1567'BOLT IS BENT AND LEANING ABOUT 25 DEGREES TO THE SOUTH.  AT
 EZ1567'JAMESTOWN, GUILFORD COUNTY, 200 FEET SOUTHWEST OF THE SOUTHERN
 EZ1567'RAILWAY STATION, 200 FEET SOUTHEAST OF THE TRACK, IN FRONT OF
 EZ1567'A SMALL COTTAGE, AND IN A LARGE BOULDER.
 EZ1567
 EZ1567                          STATION RECOVERY (1967)
 EZ1567
 EZ1567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EZ1567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9281 ***********************************************************************
 DE9281  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9281  DESIGNATION -  79W 200
 DE9281  PID         -  DE9281
 DE9281  STATE/COUNTY-  NC/GUILFORD
 DE9281  USGS QUAD   -  GREENSBORO (1994)
 DE9281
 DE9281                         *CURRENT SURVEY CONTROL
 DE9281  ___________________________________________________________________
 DE9281* NAD 83(2007)-  36 05 44.15521(N)    079 51 26.93911(W)     ADJUSTED  
 DE9281* NAVD 88     -       267.07   (meters)     876.2    (feet)  GPS OBS   
 DE9281  ___________________________________________________________________
 DE9281  EPOCH DATE  -        2002.00
 DE9281  X           -     908,652.449 (meters)                     COMP
 DE9281  Y           -  -5,079,311.533 (meters)                     COMP
 DE9281  Z           -   3,736,907.151 (meters)                     COMP
 DE9281  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 DE9281  ELLIP HEIGHT-         235.834 (meters)          (02/10/07) ADJUSTED
 DE9281  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9281
 DE9281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9281  Type    PID    Designation                      North   East  Ellip
 DE9281  -------------------------------------------------------------------
 DE9281  NETWORK DE9281 79W 200                           2.70   1.80   3.16
 DE9281  -------------------------------------------------------------------
 DE9281
 DE9281.The horizontal coordinates were established by GPS observations
 DE9281.and adjusted by the National Geodetic Survey in February 2007.
 DE9281
 DE9281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9281.The horizontal coordinates are valid at the epoch date displayed above.
 DE9281.The epoch date for horizontal control is a decimal equivalence
 DE9281.of Year/Month/Day.
 DE9281
 DE9281.The orthometric height was determined by GPS observations and a
 DE9281.high-resolution geoid model.
 DE9281.The orthometric height was determined by GPS observations and a
 DE9281.high-resolution geoid model using precise GPS observation and
 DE9281.processing techniques.
 DE9281
 DE9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9281
 DE9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9281
 DE9281.The ellipsoidal height was determined by GPS observations
 DE9281.and is referenced to NAD 83.
 DE9281
 DE9281.The geoid height was determined by GEOID03.
 DE9281
 DE9281;                    North         East     Units Scale Factor Converg.
 DE9281;SPC NC       -   260,541.505   532,383.234   MT  0.99998094   -0 29 41.7
 DE9281;SPC NC       -   854,793.25  1,746,660.66   sFT  0.99998094   -0 29 41.7
 DE9281;UTM  17      - 3,995,156.002   602,850.014   MT  0.99973034   +0 40 23.4
 DE9281
 DE9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9281!SPC NC       -   0.99996299  x   0.99998094  =   0.99994393
 DE9281!UTM  17      -   0.99996299  x   0.99973034  =   0.99969334
 DE9281
 DE9281:                Primary Azimuth Mark                     Grid Az
 DE9281:SPC NC       -  80E 200                                  090 33 35.5
 DE9281:UTM  17      -  80E 200                                  089 23 30.4
 DE9281
 DE9281|---------------------------------------------------------------------|
 DE9281| PID    Reference Object                     Distance      Geod. Az  |
 DE9281|                                                           dddmmss.s |
 DE9281| DE9280 80E 200                             458.902 METERS 0900353.8 |
 DE9281|---------------------------------------------------------------------|
 DE9281
 DE9281                          SUPERSEDED SURVEY CONTROL
 DE9281
 DE9281  NAD 83(2001)-  36 05 44.15557(N)    079 51 26.93882(W) AD(       ) 1
 DE9281  ELLIP H (03/13/03)  235.834  (m)                       GP(       ) 4 2
 DE9281  NAD 83(1986)-  36 05 44.16147(N)    079 51 26.94694(W) AD(       ) 1
 DE9281
 DE9281.Superseded values are not recommended for survey control.
 DE9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9281.See file dsdata.txt to determine how the superseded data were derived.
 DE9281
 DE9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0285095156(NAD 83)
 DE9281_MARKER: DD = SURVEY DISK
 DE9281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9281_STAMPING: 79W.200 7/97
 DE9281_MARK LOGO: NC1940
 DE9281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9281+STABILITY: SURFACE MOTION
 DE9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9281+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9281
 DE9281  HISTORY     - Date     Condition        Report By
 DE9281  HISTORY     - 1997     MONUMENTED       NC1940
 DE9281
 DE9281                          STATION DESCRIPTION
 DE9281
 DE9281'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9281'STATION IS LOCATED IN GREENSBORO, ABOUT 4.4 MI (7.1 KM) WEST-NORTHWEST
 DE9281'OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 4.5 MI (7.2 KM) EAST OF THE
 DE9281'PIEDMONT TRIAD INTERNATIONAL AIRPORT, NEAR THE INTERSECTION OF KEMP
 DE9281'ROAD AND WATAUGA DRIVE.
 DE9281'PROCEED ALONG WEST FRIENDLY AVENUE FOR 1.8 MI (2.9 KM) WEST FROM THE
 DE9281'US 421-WENDOVER AVENUE OVERPASS, THENCE RIGHT/NORTH FOR 0.35 MI (0.56
 DE9281'KM) ALONG KEMP ROAD, THENCE RIGHT/EAST FOR ABOUT 350-FEET ALONG
 DE9281'WATAUGA DRIVE TO STATION ON RIGHT/SOUTH SIDE OF ROAD, AND OPPOSITE
 DE9281'HOUSE NUMBER 3914.
 DE9281'MARK IS ABOUT 1-FOOT LOWER THAN CENTER OF ROAD, AND FLUSH WITH THE
 DE9281'GROUND. LOCATED 24.2 FT (7.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DE9281'ROAD, 84.0 FT (25.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF CREEK,
 DE9281'85.1 FT (25.9 M) WEST-SOUTHWEST AND ACROSS ROAD FROM A FIRE HYDRANT,
 DE9281'138.0 FT (42.1 M) WEST-NORTHWEST OF A 24-INCH PINE, AND 87.7 FT (26.7
 DE9281'M) EAST OF A 24-INCH MAPLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI1061 ***********************************************************************
 DI1061  SACS        -  This is a Secondary Airport Control Station.
 DI1061  DESIGNATION -  7W6 A
 DI1061  PID         -  DI1061
 DI1061  STATE/COUNTY-  NC/HYDE
 DI1061  USGS QUAD   -  ENGELHARD EAST (1983)
 DI1061
 DI1061                         *CURRENT SURVEY CONTROL
 DI1061  ___________________________________________________________________
 DI1061* NAD 83(2001)-  35 33 35.77176(N)    075 57 22.98218(W)     ADJUSTED  
 DI1061* NAVD 88     -         1.47   (meters)       4.8    (feet)  LEVELING  
 DI1061  ___________________________________________________________________
 DI1061  X           -   1,260,503.728 (meters)                     COMP
 DI1061  Y           -  -5,039,258.989 (meters)                     COMP
 DI1061  Z           -   3,688,558.158 (meters)                     COMP
 DI1061  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DI1061  ELLIP HEIGHT-         -37.237 (meters)          (08/09/06) ADJUSTED
 DI1061  GEOID HEIGHT-         -38.74  (meters)                     GEOID03
 DI1061  HORZ ORDER  -  FIRST
 DI1061  VERT ORDER  -  THIRD ?
 DI1061  ELLP ORDER  -  FOURTH    CLASS II
 DI1061
 DI1061.This mark is at Hyde County Airport (7W6)
 DI1061
 DI1061.The horizontal coordinates were established by GPS observations
 DI1061.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2006.
 DI1061
 DI1061.The orthometric height was determined by differential leveling.
 DI1061.The vertical network tie was performed by a horz. field party for horz.
 DI1061.obs reductions. Reset procedures were used to establish the elevation.
 DI1061
 DI1061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1061
 DI1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1061
 DI1061.The ellipsoidal height was determined by GPS observations
 DI1061.and is referenced to NAD 83.
 DI1061
 DI1061.The geoid height was determined by GEOID03.
 DI1061
 DI1061;                    North         East     Units Scale Factor Converg.
 DI1061;SPC NC       -   205,006.885   885,466.963   MT  0.99988701   +1 45 24.1
 DI1061;SPC NC       -   672,593.42  2,905,069.53   sFT  0.99988701   +1 45 24.1
 DI1061;UTM  18      - 3,935,561.492   413,325.742   MT  0.99969257   -0 33 22.4
 DI1061
 DI1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1061!SPC NC       -   1.00000584  x   0.99988701  =   0.99989285
 DI1061!UTM  18      -   1.00000584  x   0.99969257  =   0.99969841
 DI1061
 DI1061:                Primary Azimuth Mark                     Grid Az
 DI1061:SPC NC       -  HYDEPORT                                 058 50 19.0
 DI1061:UTM  18      -  HYDEPORT                                 061 09 05.5
 DI1061
 DI1061|---------------------------------------------------------------------|
 DI1061| PID    Reference Object                     Distance      Geod. Az  |
 DI1061|                                                           dddmmss.s |
 DI1061| AB6788 HYDEPORT                            412.173 METERS 0603543.1 |
 DI1061|---------------------------------------------------------------------|
 DI1061
 DI1061                          SUPERSEDED SURVEY CONTROL
 DI1061
 DI1061  NAD 83(1986)-  35 33 35.78452(N)    075 57 22.98717(W) AD(       ) 1
 DI1061
 DI1061.Superseded values are not recommended for survey control.
 DI1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1061.See file dsdata.txt to determine how the superseded data were derived.
 DI1061
 DI1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1332635561(NAD 83)
 DI1061_MARKER: I = METAL ROD
 DI1061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI1061_STAMPING: 7W6 A 2001
 DI1061_MARK LOGO: NGS   
 DI1061_PROJECTION: FLUSH
 DI1061_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI1061+STABILITY: POSITION/ELEVATION WELL
 DI1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1061+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI1061_ROD/PIPE-DEPTH: 29.0 meters
 DI1061_SLEEVE-DEPTH  : 1.0 meters
 DI1061
 DI1061  HISTORY     - Date     Condition        Report By
 DI1061  HISTORY     - 2001     MONUMENTED       NCGS
 DI1061
 DI1061                          STATION DESCRIPTION
 DI1061
 DI1061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DI1061'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF ENGLEHARD AT THE
 DI1061'HYDE COUNTY AIRPORT. PROCEED ALONG US 264 FOR 4.6 MI (7.4 KM)
 DI1061'NORTHEAST FROM THE POST OFFICE IN ENGLEHARD TO SR 1355 (AIRPORT RD),
 DI1061'THENCE ALONG SR 1355 FOR 0.45 MI (0.72 KM) WEST TO AIRPORT ACCESS
 DI1061'ROAD, THENCE NORTH ALONG ACCESS ROAD FOR 0.1 MI (0.2 KM) AND STATION,
 DI1061'NEAR THE CORNER OF A CANAL. MARK IS ABOUT LEVEL WITH ACCESS ROAD AND
 DI1061'SET FLUSH WITH THE GROUND. STATION IS A STAINLESS STEEL ROD, ACCESS IS
 DI1061'HAD THRU AN ALUMINUM LOGO CAP. LOCATED 21.5 FT (6.6 M) EAST-SOUTHEAST
 DI1061'OF THE CENTERLINE OF ACCESS ROAD, 2.1 FT (0.6 M) WEST-NORTHWEST OF A
 DI1061'WITNESS POST, 73.4 FT (22.4 M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL
 DI1061'(10EER5), 99.3 FT (30.3 M) WEST-NORTHWEST OF THE AIRPORT BEACON, 83.8
 DI1061'FT (25.5 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF ASPHALT PARKING
 DI1061'LOT, 25.6 FT (7.8 M) WEST-NORTHWEST OF THE NORTHERN PROLONGATION OF A
 DI1061'CANAL AND 25.0 FT (7.6 M) NORTH-NORTHEAST OF THE WESTERN PROLONGATION
 DI1061'OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8781 ***********************************************************************
 AE8781  DESIGNATION -  8 CMP
 AE8781  PID         -  AE8781
 AE8781  STATE/COUNTY-  NC/BEAUFORT
 AE8781  USGS QUAD   -  EDWARD (1983)
 AE8781
 AE8781                         *CURRENT SURVEY CONTROL
 AE8781  ___________________________________________________________________
 AE8781* NAD 83(2001)-  35 17 08.27038(N)    076 55 41.27512(W)     ADJUSTED  
 AE8781* NAVD 88     -        11.051  (meters)      36.26   (feet)  ADJUSTED  
 AE8781  ___________________________________________________________________
 AE8781  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AE8781  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 AE8781  DYNAMIC HT  -          11.041 (meters)      36.22  (feet)  COMP
 AE8781  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 AE8781
 AE8781  HORZ ORDER  -  SECOND
 AE8781  VERT ORDER  -  SECOND    CLASS II
 AE8781
 AE8781.The horizontal coordinates were established by classical geodetic methods
 AE8781.and adjusted by the National Geodetic Survey in August 2005.
 AE8781
 AE8781.The orthometric height was determined by differential leveling
 AE8781.and adjusted in April 2001.
 AE8781
 AE8781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8781
 AE8781.The geoid height was determined by GEOID03.
 AE8781
 AE8781.The dynamic height is computed by dividing the NAVD 88
 AE8781.geopotential number by the normal gravity value computed on the
 AE8781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8781.degrees latitude (g = 980.6199 gals.).
 AE8781
 AE8781.The modeled gravity was interpolated from observed gravity values.
 AE8781
 AE8781;                    North         East     Units Scale Factor Converg.
 AE8781;SPC NC       -   172,314.002   798,041.002   MT  0.99987277   +1 11 45.0
 AE8781;SPC NC       -   565,333.52  2,618,239.52   sFT  0.99987277   +1 11 45.0
 AE8781;UTM  18      - 3,906,423.817   324,657.254   MT  0.99997891   -1 06 50.7
 AE8781
 AE8781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8781!SPC NC       -   1.00000409  x   0.99987277  =   0.99987686
 AE8781!UTM  18      -   1.00000409  x   0.99997891  =   0.99998300
 AE8781
 AE8781                          SUPERSEDED SURVEY CONTROL
 AE8781
 AE8781  NAD 83(1986)-  35 17 08.28132(N)    076 55 41.28458(W) AD(       ) 2
 AE8781  NGVD 29 (04/21/98)   11.50   (m)           37.7    (f) LEVELING    3  
 AE8781
 AE8781.Superseded values are not recommended for survey control.
 AE8781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8781.See file dsdata.txt to determine how the superseded data were derived.
 AE8781
 AE8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2465706424(NAD 83)
 AE8781_MARKER: DB = BENCH MARK DISK
 AE8781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8781_STAMPING: 8 CMP 1964 38
 AE8781_MARK LOGO: USGS  
 AE8781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8781+STABILITY: SURFACE MOTION
 AE8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8781+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1996
 AE8781
 AE8781  HISTORY     - Date     Condition        Report By
 AE8781  HISTORY     - 1964     MONUMENTED       USGS
 AE8781  HISTORY     - 19951002 GOOD             NCGS
 AE8781  HISTORY     - 19960730 GOOD             NCGS
 AE8781
 AE8781                          STATION DESCRIPTION
 AE8781
 AE8781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AE8781'RECOVERED AS DESCRIBED.
 AE8781
 AE8781                          STATION RECOVERY (1996)
 AE8781
 AE8781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE8781'STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF AURORA AND 19.4 MI
 AE8781'(31.2 KM) SOUTH-SOUTHEAST OF WASHINGTON.$ALONG SR 1003 (TURNSTALL
 AE8781'SWAMP ROAD) FOR 0.4 MI (0.6 KM) EAST FROM THE CRAVEN/BEAUFORT COUNTY
 AE8781'LINE, AT THE SOUTHEAST CORNER OF A LARGE FIELD, AT A HIGHWAY CULVERT,
 AE8781'BEHIND A DITCH.$MARK PROJECTS 2 INCHES ABOVE GROUND AMD IS LEVEL WITH
 AE8781'SR 1003. LOCATED 38.3 FT (11.7 M) NORTH OF THE CENTERLINE OF SR 1003,
 AE8781'AND 17.5 FT (5.3 M) NORTHWEST OF THE NORTH END OF A 24-INCH REINFORCED
 AE8781'CONCRETE PIPE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2454 ***********************************************************************
 FX2454  DESIGNATION -  8 DOP
 FX2454  PID         -  FX2454
 FX2454  STATE/COUNTY-  NC/HALIFAX
 FX2454  USGS QUAD   -  SCOTLAND NECK (1962)
 FX2454
 FX2454                         *CURRENT SURVEY CONTROL
 FX2454  ___________________________________________________________________
 FX2454* NAD 83(2001)-  36 12 33.70593(N)    077 26 10.45694(W)     NO CHECK  
 FX2454* NAVD 88     -        20.739  (meters)      68.04   (feet)  ADJUSTED  
 FX2454  ___________________________________________________________________
 FX2454  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FX2454  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 FX2454  DYNAMIC HT  -          20.723 (meters)      67.99  (feet)  COMP
 FX2454  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 FX2454
 FX2454  HORZ ORDER  -  SECOND
 FX2454  VERT ORDER  -  SECOND    CLASS II
 FX2454
 FX2454.The horizontal coordinates were established by classical geodetic methods
 FX2454.and adjusted by the National Geodetic Survey in August 2005.
 FX2454.No horizontal observational check was made to the station.
 FX2454
 FX2454.The orthometric height was determined by differential leveling
 FX2454.and adjusted in June 1991.
 FX2454
 FX2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2454
 FX2454.The geoid height was determined by GEOID03.
 FX2454
 FX2454.The dynamic height is computed by dividing the NAVD 88
 FX2454.geopotential number by the normal gravity value computed on the
 FX2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2454.degrees latitude (g = 980.6199 gals.).
 FX2454
 FX2454.The modeled gravity was interpolated from observed gravity values.
 FX2454
 FX2454;                    North         East     Units Scale Factor Converg.
 FX2454;SPC NC       -   273,938.990   750,218.048   MT  1.00001220   +0 54 09.2
 FX2454;SPC NC       -   898,748.17  2,461,340.38   sFT  1.00001220   +0 54 09.2
 FX2454;UTM  18      - 4,009,921.809   280,989.386   MT  1.00019103   -1 26 23.1
 FX2454
 FX2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2454!SPC NC       -   1.00000221  x   1.00001220  =   1.00001441
 FX2454!UTM  18      -   1.00000221  x   1.00019103  =   1.00019324
 FX2454
 FX2454                          SUPERSEDED SURVEY CONTROL
 FX2454
 FX2454  NAD 83(1993)-  36 12 33.71350(N)    077 26 10.45997(W) AD(       ) 2
 FX2454  NAD 83(1986)-  36 12 33.71452(N)    077 26 10.46712(W) AD(       ) 2
 FX2454  NGVD 29 (??/??/92)   21.079  (m)           69.16   (f) ADJ UNCH    2 2
 FX2454
 FX2454.Superseded values are not recommended for survey control.
 FX2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2454.See file dsdata.txt to determine how the superseded data were derived.
 FX2454
 FX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8098909922(NAD 83)
 FX2454_MARKER: DD = SURVEY DISK
 FX2454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2454_SP_SET: CONCRETE ISLAND
 FX2454_STAMPING: 8-DOP 1961 69
 FX2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2454
 FX2454  HISTORY     - Date     Condition        Report By
 FX2454  HISTORY     - 1961     MONUMENTED       NCGS
 FX2454  HISTORY     - 1975     GOOD             NCGS
 FX2454
 FX2454                          STATION DESCRIPTION
 FX2454
 FX2454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2454'4.0 MI SE FROM TILLERY.
 FX2454'8-DOP IS LOCATED IN SMALL COMMUNITY OF SPRING HILL, APPROXIMATELY 5.4
 FX2454'MILES NORTH OF SCOTLAND NECK.  TO REACH STATION FROM JUNCTION OF US
 FX2454'258 AND NC 561, PROCEED NW ALONG NC 561 FOR 2.6 MILES TO SPRING HILL
 FX2454'MOTOR COMPANY ON LEFT AND STATION IN CONCRETE GAS PUMP ISLAND BETWEEN
 FX2454'THE TWO PUMPS.  116.8 FT. SW OF C/L OF NC 561, 90.1 FT. WNW OF C/L OF
 FX2454'INTERSECTION OF RR TRACKS WITH DRIVEWAY TO SPRING HILL MOTOR COMPANY,
 FX2454'7.3 FT. NORTH OF CENTER OF FRONT DOOR TO SPRING HILL MOTOR COMPANY,
 FX2454'51.3 FT. WNW OF TELEPHONE PEDESTAL SUPPORT POST WITH ALUMINUM REF.
 FX2454'TAG, AND 54.0 FT. SOUTH OF POWER SERVICE POLE NO. 8-76-A-S WITH
 FX2454'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN CONCRETE ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0595 ***********************************************************************
 EZ0595  DESIGNATION -  8 DRD
 EZ0595  PID         -  EZ0595
 EZ0595  STATE/COUNTY-  NC/HARNETT
 EZ0595  USGS QUAD   -  MAMERS (1981)
 EZ0595
 EZ0595                         *CURRENT SURVEY CONTROL
 EZ0595  ___________________________________________________________________
 EZ0595* NAD 83(1986)-  35 29 17.     (N)    078 54 35.     (W)     SCALED    
 EZ0595* NAVD 88     -        45.048  (meters)     147.79   (feet)  ADJUSTED  
 EZ0595  ___________________________________________________________________
 EZ0595  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EZ0595  DYNAMIC HT  -          45.008 (meters)     147.66  (feet)  COMP
 EZ0595  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 EZ0595
 EZ0595  VERT ORDER  -  SECOND    CLASS II
 EZ0595
 EZ0595.The horizontal coordinates were scaled from a topographic map and have
 EZ0595.an estimated accuracy of +/- 6 seconds.
 EZ0595
 EZ0595.The orthometric height was determined by differential leveling
 EZ0595.and adjusted in June 1991.
 EZ0595
 EZ0595.The geoid height was determined by GEOID03.
 EZ0595
 EZ0595.The dynamic height is computed by dividing the NAVD 88
 EZ0595.geopotential number by the normal gravity value computed on the
 EZ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0595.degrees latitude (g = 980.6199 gals.).
 EZ0595
 EZ0595.The modeled gravity was interpolated from observed gravity values.
 EZ0595
 EZ0595;                    North         East    Units  Estimated Accuracy
 EZ0595;SPC NC       -   192,810.      617,790.      MT  (+/- 180 meters Scaled)
 EZ0595
 EZ0595                          SUPERSEDED SURVEY CONTROL
 EZ0595
 EZ0595  NGVD 29 (??/??/92)   45.291  (m)          148.59   (f) ADJ UNCH    2 2
 EZ0595
 EZ0595.Superseded values are not recommended for survey control.
 EZ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0595.See file dsdata.txt to determine how the superseded data were derived.
 EZ0595
 EZ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV896291(NAD 83)
 EZ0595_MARKER: DD = SURVEY DISK
 EZ0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0595_SP_SET: BRIDGE
 EZ0595_STAMPING: 8 DRD 1960
 EZ0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0595
 EZ0595  HISTORY     - Date     Condition        Report By
 EZ0595  HISTORY     - 1960     MONUMENTED       USGS
 EZ0595  HISTORY     - 1974     GOOD             NCGS
 EZ0595  HISTORY     - 19980523 MARK NOT FOUND   USPSQD
 EZ0595  HISTORY     - 20080727 MARK NOT FOUND   GEOCAC
 EZ0595
 EZ0595                          STATION DESCRIPTION
 EZ0595
 EZ0595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0595'8 MI NW FROM DUNCAN.
 EZ0595'8 DRD IS LOCATED APPROXIMATELY 8.0 MILES NW OF LILLINGTON.  TO
 EZ0595'REACH STATION FROM INTERSECTION OF SR 1412 WITH U.S. 401 NORTH
 EZ0595'OF LILLINGTON, PROCEED NW ALONG SR 1412 FOR 3.75 MILES TO THE
 EZ0595'INTERSECTION WITH SR 1418, TURN LEFT AND CONTINUE WESTERLY ALONG
 EZ0595'SR 1418 FOR 2.10 MILES TO THE EASTERNMOST BRIDGE OVER AVENTS
 EZ0595'CREEK, AND STATION IN CONCRETE BASE APPROXIMATELY 8 FEET BELOW
 EZ0595'THE NE CORNER OF BRIDGE, 13.3 FT NNE OF C/L OF SR 1418, AND 1.8
 EZ0595'FT ENE OF CREOSOTE POST WITH ALUMINUM REF. TAG.  DISK IS SET
 EZ0595'FLUSH IN DRILLED HOLE IN TOP OF CONCRETE BRIDGE BASE.
 EZ0595
 EZ0595                          STATION RECOVERY (1998)
 EZ0595
 EZ0595'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ0595'MARK NOT FOUND.
 EZ0595
 EZ0595                          STATION RECOVERY (2008)
 EZ0595
 EZ0595'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ0595'THE WOODEN BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3505 ***********************************************************************
 FB3505  DESIGNATION -  8 EG 4
 FB3505  PID         -  FB3505
 FB3505  STATE/COUNTY-  NC/JACKSON
 FB3505  USGS QUAD   -  WHITTIER (1978)
 FB3505
 FB3505                         *CURRENT SURVEY CONTROL
 FB3505  ___________________________________________________________________
 FB3505* NAD 83(2001)-  35 23 13.81082(N)    083 17 31.32865(W)     ADJUSTED  
 FB3505* NAVD 88     -       589.47   (+/-2cm)    1934.0    (feet)  VERTCON   
 FB3505  ___________________________________________________________________
 FB3505  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FB3505  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB3505  HORZ ORDER  -  SECOND
 FB3505  VERT ORDER  -  THIRD ? (See Below)
 FB3505
 FB3505.The horizontal coordinates were established by classical geodetic methods
 FB3505.and adjusted by the National Geodetic Survey in August 2005.
 FB3505
 FB3505.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3505.The vertical order pertains to the NGVD 29 superseded value.
 FB3505
 FB3505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3505
 FB3505.The geoid height was determined by GEOID03.
 FB3505
 FB3505;                    North         East     Units Scale Factor Converg.
 FB3505;SPC NC       -   190,039.191   219,813.692   MT  0.99987537   -2 28 38.0
 FB3505;SPC NC       -   623,486.91    721,172.09   sFT  0.99987537   -2 28 38.0
 FB3505;UTM  17      - 3,918,392.196   291,819.448   MT  1.00013412   -1 19 40.1
 FB3505
 FB3505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3505!SPC NC       -   0.99991196  x   0.99987537  =   0.99978735
 FB3505!UTM  17      -   0.99991196  x   1.00013412  =   1.00004607
 FB3505
 FB3505                          SUPERSEDED SURVEY CONTROL
 FB3505
 FB3505  NAD 83(1995)-  35 23 13.81089(N)    083 17 31.32838(W) AD(       ) 2
 FB3505  NAD 83(1986)-  35 23 13.81572(N)    083 17 31.33326(W) AD(       ) 2
 FB3505  NGVD 29 (09/18/91)  589.50   (m)         1934.1    (f) LEVELING    3  
 FB3505
 FB3505.Superseded values are not recommended for survey control.
 FB3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3505.See file dsdata.txt to determine how the superseded data were derived.
 FB3505
 FB3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9181918392(NAD 83)
 FB3505_MARKER: DE = TRAVERSE STATION DISK
 FB3505_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3505
 FB3505  HISTORY     - Date     Condition        Report By
 FB3505  HISTORY     - 1980     MONUMENTED       NCGS
 FB3505
 FB3505                          STATION DESCRIPTION
 FB3505
 FB3505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3505'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES WEST-NORTHWEST OF
 FB3505'DILLSBORO AND 5.0 MILES SOUTHEAST OF WHITTIER.
 FB3505'
 FB3505'TO REACH STATION FROM THE US 19A-23 UNDERPASS OF US 21-441 NEAR
 FB3505'DILLSBORO, PROCEED WEST ALONG US 19A-441 FOR 2.95 MILES TO SR 1390 AND
 FB3505'LOG CABIN ELEMENTARY SCHOOL (ONE STORY BRICK STRUCTURE) AND STATION
 FB3505'IN FRONT YARD NEAR SOUTHERNMOST CORNER OF BUILDING.
 FB3505'
 FB3505'STATION MARK IS A STANDARD NCSHC DISK STAMPED---8 EG 4 1966---SET IN
 FB3505'TOP OF 4 INCH CONCRETE POST FLUSH WITH GROUND.  THE MARK IS 45.0 FEET
 FB3505'SOUTHWEST OF CENTERLINE SCHOOL DRIVE, 1.0 FEET SOUTHWEST OF SOUTHWEST
 FB3505'END OF STEEL RAIL, 61.1 FEET SOUTHWEST OF SOUTHEAST CORNER OF BUILDING
 FB3505'47.0 FEET SOUTH-SOUTHEAST OF FLAG POLE, 68.7 FEET NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4553 ***********************************************************************
 AE4553  DESIGNATION -  8 JAS
 AE4553  PID         -  AE4553
 AE4553  STATE/COUNTY-  NC/ROWAN
 AE4553  USGS QUAD   -  CHINA GROVE (1987)
 AE4553
 AE4553                         *CURRENT SURVEY CONTROL
 AE4553  ___________________________________________________________________
 AE4553* NAD 83(2007)-  35 36 47.90804(N)    080 33 13.08226(W)     ADJUSTED  
 AE4553* NAVD 88     -       220.7    (meters)     724.     (feet)  GPS OBS   
 AE4553  ___________________________________________________________________
 AE4553  EPOCH DATE  -        2002.00
 AE4553  X           -     852,010.983 (meters)                     COMP
 AE4553  Y           -  -5,120,859.748 (meters)                     COMP
 AE4553  Z           -   3,693,505.897 (meters)                     COMP
 AE4553  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 AE4553  ELLIP HEIGHT-         189.619 (meters)          (02/10/07) ADJUSTED
 AE4553  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AE4553
 AE4553  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4553  Type    PID    Designation                      North   East  Ellip
 AE4553  -------------------------------------------------------------------
 AE4553  NETWORK AE4553 8 JAS                             0.96   0.86   1.33
 AE4553  -------------------------------------------------------------------
 AE4553
 AE4553.The horizontal coordinates were established by GPS observations
 AE4553.and adjusted by the National Geodetic Survey in February 2007.
 AE4553
 AE4553.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4553.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4553.The horizontal coordinates are valid at the epoch date displayed above.
 AE4553.The epoch date for horizontal control is a decimal equivalence
 AE4553.of Year/Month/Day.
 AE4553
 AE4553.The orthometric height was determined by GPS observations and a
 AE4553.high-resolution geoid model.
 AE4553
 AE4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4553
 AE4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4553
 AE4553.The ellipsoidal height was determined by GPS observations
 AE4553.and is referenced to NAD 83.
 AE4553
 AE4553.The geoid height was determined by GEOID03.
 AE4553
 AE4553;                    North         East     Units Scale Factor Converg.
 AE4553;SPC NC       -   207,799.855   468,860.073   MT  0.99989244   -0 53 48.2
 AE4553;SPC NC       -   681,756.69  1,538,251.76   sFT  0.99989244   -0 53 48.2
 AE4553;UTM  17      - 3,941,151.715   540,425.523   MT  0.99962014   +0 15 35.7
 AE4553
 AE4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4553!SPC NC       -   0.99997024  x   0.99989244  =   0.99986268
 AE4553!UTM  17      -   0.99997024  x   0.99962014  =   0.99959039
 AE4553
 AE4553|---------------------------------------------------------------------|
 AE4553| PID    Reference Object                     Distance      Geod. Az  |
 AE4553|                                                           dddmmss.s |
 AE4553| AE4493 WHITNEY                             375.929 METERS 17758     |
 AE4553|---------------------------------------------------------------------|
 AE4553
 AE4553                          SUPERSEDED SURVEY CONTROL
 AE4553
 AE4553  NAD 83(2001)-  35 36 47.90827(N)    080 33 13.08198(W) AD(       ) 1
 AE4553  ELLIP H (03/13/03)  189.622  (m)                       GP(       ) 4 2
 AE4553  NAD 83(1986)-  35 36 47.91909(N)    080 33 13.08877(W) AD(       ) 1
 AE4553  NGVD 29 (11/20/97)  220.94   (m)          724.9    (f) LEVELING    3  
 AE4553
 AE4553.Superseded values are not recommended for survey control.
 AE4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4553.See file dsdata.txt to determine how the superseded data were derived.
 AE4553
 AE4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4042641152(NAD 83)
 AE4553_MARKER: DB = BENCH MARK DISK
 AE4553_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4553_STAMPING: 8 JAS 1966 725
 AE4553_MARK LOGO: USGS  
 AE4553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4553+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 AE4553
 AE4553  HISTORY     - Date     Condition        Report By
 AE4553  HISTORY     - 1966     MONUMENTED       USGS
 AE4553  HISTORY     - 19900307 GOOD             NCGS
 AE4553
 AE4553                          STATION DESCRIPTION
 AE4553
 AE4553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4553'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF SALISBURY AND
 AE4553'3.1 MI (5.0 KM) NORTH-NORTHEAST OF CHINA GROVE. PROCEED ALONG US 29
 AE4553'AND US 601 FOR 3.05 MI (4.91 KM) SOUTHWEST FROM THE US 70 (JAKE
 AE4553'ALEXANDER BLVD) UNDERPASS, THENCE NORTH FOR 1.10 MI (1.77 KM) ALONG SR
 AE4553'1500 (ROSEMAN AND CAMP ROAD) TO SR 1503 (GRACE CHURCH ROAD) AND THE
 AE4553'STATION, IN THE SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS ABOUT 1
 AE4553'FOOT LOWER THAN THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED
 AE4553'39.4 FT (12.0 M) WEST OF THE CENTERLINE OF SR 1503, 39.4 FT (12.0 M)
 AE4553'SOUTH OF THE CENTERLINE OF SR 1500, 20.51 FT (6.25 M) NORTHWEST OF A
 AE4553'TELEPHONE PEDESTAL (15), 30.25 FT (9.22 M) NORTHWEST OF A FIRE
 AE4553'HYDRANT, 86.3 FT (26.3 M) SOUTHWEST OF THE NORTH END OF CULVERT UNDER
 AE4553'SR 1503, AND 8.69 FT (2.65 M) NORTH-NORTHEAST OF A POWER POLE (AA19)
 AE4553'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2917 ***********************************************************************
 FZ2917  DESIGNATION -  8 JMS 10
 FZ2917  PID         -  FZ2917
 FZ2917  STATE/COUNTY-  NC/WATAUGA
 FZ2917  USGS QUAD   -  BOONE (1994)
 FZ2917
 FZ2917                         *CURRENT SURVEY CONTROL
 FZ2917  ___________________________________________________________________
 FZ2917* NAD 83(2007)-  36 13 22.89602(N)    081 38 11.46949(W)     ADJUSTED  
 FZ2917* NAVD 88     -       981.68   (+/-2cm)    3220.7    (feet)  VERTCON   
 FZ2917  ___________________________________________________________________
 FZ2917  EPOCH DATE  -        2002.00
 FZ2917  X           -     749,397.296 (meters)                     COMP
 FZ2917  Y           -  -5,097,388.283 (meters)                     COMP
 FZ2917  Z           -   3,748,745.903 (meters)                     COMP
 FZ2917  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 FZ2917  ELLIP HEIGHT-         950.400 (meters)          (02/10/07) ADJUSTED
 FZ2917  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FZ2917
 FZ2917  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2917  Type    PID    Designation                      North   East  Ellip
 FZ2917  -------------------------------------------------------------------
 FZ2917  NETWORK FZ2917 8 JMS 10                          0.74   0.92   1.51
 FZ2917  -------------------------------------------------------------------
 FZ2917  VERT ORDER  -  THIRD ? (See Below)
 FZ2917
 FZ2917.The horizontal coordinates were established by GPS observations
 FZ2917.and adjusted by the National Geodetic Survey in February 2007.
 FZ2917
 FZ2917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2917.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2917.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2917.The epoch date for horizontal control is a decimal equivalence
 FZ2917.of Year/Month/Day.
 FZ2917
 FZ2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2917.The vertical order pertains to the NGVD 29 superseded value.
 FZ2917
 FZ2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2917
 FZ2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2917
 FZ2917.The ellipsoidal height was determined by GPS observations
 FZ2917.and is referenced to NAD 83.
 FZ2917
 FZ2917.The geoid height was determined by GEOID03.
 FZ2917
 FZ2917;                    North         East     Units Scale Factor Converg.
 FZ2917;SPC NC       -   277,495.376   372,578.083   MT  1.00001622   -1 31 18.2
 FZ2917;SPC NC       -   910,416.08  1,222,366.59   sFT  1.00001622   -1 31 18.2
 FZ2917;UTM  17      - 4,008,873.613   442,793.636   MT  0.99964032   -0 22 34.1
 FZ2917
 FZ2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2917!SPC NC       -   0.99985086  x   1.00001622  =   0.99986708
 FZ2917!UTM  17      -   0.99985086  x   0.99964032  =   0.99949123
 FZ2917
 FZ2917                          SUPERSEDED SURVEY CONTROL
 FZ2917
 FZ2917  NAD 83(2001)-  36 13 22.89611(N)    081 38 11.46899(W) AD(       ) 1
 FZ2917  ELLIP H (03/27/03)  950.370  (m)                       GP(       ) 4 2
 FZ2917  NAD 83(1995)-  36 13 22.89670(N)    081 38 11.46888(W) AD(       ) 1
 FZ2917  NAD 83(1993)-  36 13 22.90190(N)    081 38 11.47319(W) AD(       ) 1
 FZ2917  NAD 83(1986)-  36 13 22.90730(N)    081 38 11.47615(W) AD(       ) 2
 FZ2917  NAD 83(1986)-  36 13 22.90730(N)    081 38 11.47615(W) AD(       ) 1
 FZ2917  NGVD 29 (10/27/97)  981.78   (m)         3221.1    (f) LEVELING    3  
 FZ2917
 FZ2917.Superseded values are not recommended for survey control.
 FZ2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2917.See file dsdata.txt to determine how the superseded data were derived.
 FZ2917
 FZ2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4279408874(NAD 83)
 FZ2917_MARKER: A = ALUMINUM MARKER
 FZ2917_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FZ2917_SP_SET: BURIED IN GROUND
 FZ2917_STAMPING: 8 JMS 10 1979
 FZ2917_MARK LOGO: NCDOT 
 FZ2917_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2917+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1990
 FZ2917
 FZ2917  HISTORY     - Date     Condition        Report By
 FZ2917  HISTORY     - 1979     MONUMENTED       NCDOT
 FZ2917  HISTORY     - 19880918 GOOD             NCGS
 FZ2917  HISTORY     - 19901203 GOOD
 FZ2917
 FZ2917                          STATION DESCRIPTION
 FZ2917
 FZ2917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2917'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF BOONE.
 FZ2917'PROCEED ALONG US 221-421 FOR 0.2 MI (0.3 KM) NORTHEAST FROM THE SOUTH
 FZ2917'FORK OF THE NEW RIVER BRIDGE, THENCE NORTHEAST ALONG AN UNPAVED DRIVE
 FZ2917'FOR 0.1 MI (0.2 KM) TO STATION ON LEFT, IN EDGE OF A CHRISTMAS TREE
 FZ2917'FARM.
 FZ2917'MARK IS LEVEL WITH DRIVE AND FLUSH WITH GROUND. LOCATED ABOUT 200.0 FT
 FZ2917'(61.0 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY, 11.3 FT (3.4 M)
 FZ2917'SOUTH-SOUTHWEST OF THE CENTERLINE OF DRIVE, 188.4 FT (57.4 M) EAST OF
 FZ2917'THE SOUTHEAST CORNER OF BRICK RESIDENCE--AND 82.3 FT (25.1 M)
 FZ2917'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 132.0 FT (40.2 M)
 FZ2917'WEST-NORTHWEST OF A POWER POLE WITH TRANSFORMER, 148.8 FT (45.4 M)
 FZ2917'NORTHWEST OF A 30-INCH CHERRY--ALL THREE WITH REFERENCE TAGS.
 FZ2917
 FZ2917                          STATION RECOVERY (1990)
 FZ2917
 FZ2917'RECOVERED 1990
 FZ2917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2918 ***********************************************************************
 FZ2918  DESIGNATION -  8 JMS 12
 FZ2918  PID         -  FZ2918
 FZ2918  STATE/COUNTY-  NC/WATAUGA
 FZ2918  USGS QUAD   -  BOONE (1994)
 FZ2918
 FZ2918                         *CURRENT SURVEY CONTROL
 FZ2918  ___________________________________________________________________
 FZ2918* NAD 83(2001)-  36 13 45.12891(N)    081 39 32.74515(W)     ADJUSTED  
 FZ2918* NAVD 88     -      1050.2    (meters)    3446.     (feet)  VERTCON   
 FZ2918  ___________________________________________________________________
 FZ2918  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FZ2918  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 FZ2918  HORZ ORDER  -  SECOND
 FZ2918
 FZ2918.The horizontal coordinates were established by classical geodetic methods
 FZ2918.and adjusted by the National Geodetic Survey in August 2005.
 FZ2918
 FZ2918.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2918
 FZ2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2918
 FZ2918.The geoid height was determined by GEOID03.
 FZ2918
 FZ2918;                    North         East     Units Scale Factor Converg.
 FZ2918;SPC NC       -   278,234.564   370,567.287   MT  1.00001805   -1 32 05.1
 FZ2918;SPC NC       -   912,841.23  1,215,769.51   sFT  1.00001805   -1 32 05.1
 FZ2918;UTM  17      - 4,009,572.196   440,769.225   MT  0.99964323   -0 23 22.4
 FZ2918
 FZ2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2918!SPC NC       -   0.99984010  x   1.00001805  =   0.99985814
 FZ2918!UTM  17      -   0.99984010  x   0.99964323  =   0.99948338
 FZ2918
 FZ2918:                Primary Azimuth Mark                     Grid Az
 FZ2918:SPC NC       -  NEWMARKET                                186 48 11.9
 FZ2918:UTM  17      -  NEWMARKET                                185 39 29.2
 FZ2918
 FZ2918|---------------------------------------------------------------------|
 FZ2918| PID    Reference Object                     Distance      Geod. Az  |
 FZ2918|                                                           dddmmss.s |
 FZ2918| FZ2995 NEWMARKET                           APPROX. 1.1 KM 1851606.8 |
 FZ2918| FZ2965 GROVE                               APPROX. 6.5 KM 2264145.0 |
 FZ2918| FZ2932 BOONE WUNC TV TOWER                 APPROX. 6.6 KM 2264453.5 |
 FZ2918|---------------------------------------------------------------------|
 FZ2918
 FZ2918                          SUPERSEDED SURVEY CONTROL
 FZ2918
 FZ2918  NAD 83(1995)-  36 13 45.12946(N)    081 39 32.74488(W) AD(       ) 2
 FZ2918  NAD 83(1993)-  36 13 45.13526(N)    081 39 32.74892(W) AD(       ) 2
 FZ2918  NAD 83(1986)-  36 13 45.13985(N)    081 39 32.75180(W) AD(       ) 2
 FZ2918  NGVD 29 (10/27/97) 1050.3    (m)         3446.     (f) VERT ANG    3  
 FZ2918
 FZ2918.Superseded values are not recommended for survey control.
 FZ2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2918.See file dsdata.txt to determine how the superseded data were derived.
 FZ2918
 FZ2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4076909572(NAD 83)
 FZ2918_MARKER: A = ALUMINUM MARKER
 FZ2918_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FZ2918_SP_SET: BURIED IN GROUND
 FZ2918_STAMPING: 8 JMS 12 1979
 FZ2918_MARK LOGO: NCDOT 
 FZ2918_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2918+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 FZ2918
 FZ2918  HISTORY     - Date     Condition        Report By
 FZ2918  HISTORY     - 1979     MONUMENTED       NCDOT
 FZ2918  HISTORY     - 19901123 GOOD             NCGS
 FZ2918  HISTORY     - 20060526 GOOD             USPSQD
 FZ2918
 FZ2918                          STATION DESCRIPTION
 FZ2918
 FZ2918'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2918'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST-NORTHEAST OF BOONE.
 FZ2918'ALONG NC 194 FOR 0.8 MI (1.3 KM) NORTH FROM US 221-421, THENCE
 FZ2918'EASTERLY ALONG WATAUGA COUNTY EDUCATION ROAD FOR 0.15 MI (0.24 KM) ,
 FZ2918'ON RIGHT AT THE SOUTH EDGE OF A LARGE PAVED AREA FOR THE WATAUGA
 FZ2918'COUNTY SCHOOL WAREHOUSE.
 FZ2918'MARK IS LEVEL WITH PAVEMENT AND RECESSED 1 INCH BELOW GROUND. LOCATED
 FZ2918'4.5 FT (1.4 M) SOUTHEAST OF THE EDGE OF THE PAVEMENT, 78.5 FT
 FZ2918'(23.9 M) EAST OF THE EAST END OF A CONCRETE GUTTER, 179.3 FT
 FZ2918'(54.7 M) SOUTH OF THE SOUTHWEST CORNER OF THE BRICK WAREHOUSE, 116.0
 FZ2918'FT (35.4 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL UNDERGROUND
 FZ2918'TANK COVER, AND 11.0 FT (3.4 M) NORTHWEST OF A MULTIPLE TRUNK LOCUST
 FZ2918'WITH REFERENCE TAG.
 FZ2918
 FZ2918                          STATION RECOVERY (2006)
 FZ2918
 FZ2918'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2918'MARK UNDER JUNK METAL STAIRS IN A LARGE PATCH OF POISON OAK. JUST AT
 FZ2918'WIDENING OF ROAD ON RIGHT SIDE WITH YELLOW ARROW ON PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2919 ***********************************************************************
 FZ2919  DESIGNATION -  8 JMS 7
 FZ2919  PID         -  FZ2919
 FZ2919  STATE/COUNTY-  NC/WATAUGA
 FZ2919  USGS QUAD   -  DEEP GAP (1998)
 FZ2919
 FZ2919                         *CURRENT SURVEY CONTROL
 FZ2919  ___________________________________________________________________
 FZ2919* NAD 83(2001)-  36 13 22.50433(N)    081 36 11.02306(W)     ADJUSTED  
 FZ2919* NAVD 88     -      1001.04   (+/-2cm)    3284.2    (feet)  VERTCON   
 FZ2919  ___________________________________________________________________
 FZ2919  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 FZ2919  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FZ2919  HORZ ORDER  -  SECOND
 FZ2919  VERT ORDER  -  THIRD ? (See Below)
 FZ2919
 FZ2919.The horizontal coordinates were established by classical geodetic methods
 FZ2919.and adjusted by the National Geodetic Survey in August 2005.
 FZ2919
 FZ2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2919.The vertical order pertains to the NGVD 29 superseded value.
 FZ2919
 FZ2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2919
 FZ2919.The geoid height was determined by GEOID03.
 FZ2919
 FZ2919;                    North         East     Units Scale Factor Converg.
 FZ2919;SPC NC       -   277,403.929   375,584.889   MT  1.00001618   -1 30 08.7
 FZ2919;SPC NC       -   910,116.06  1,232,231.42   sFT  1.00001618   -1 30 08.7
 FZ2919;UTM  17      - 4,008,842.322   445,800.532   MT  0.99963619   -0 21 23.0
 FZ2919
 FZ2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2919!SPC NC       -   0.99984784  x   1.00001618  =   0.99986402
 FZ2919!UTM  17      -   0.99984784  x   0.99963619  =   0.99948409
 FZ2919
 FZ2919                          SUPERSEDED SURVEY CONTROL
 FZ2919
 FZ2919  NAD 83(1995)-  36 13 22.50493(N)    081 36 11.02299(W) AD(       ) 2
 FZ2919  NAD 83(1993)-  36 13 22.50953(N)    081 36 11.02767(W) AD(       ) 2
 FZ2919  NAD 83(1986)-  36 13 22.51546(N)    081 36 11.03027(W) AD(       ) 2
 FZ2919  NGVD 29 (10/27/97) 1001.14   (m)         3284.6    (f) LEVELING    3  
 FZ2919
 FZ2919.Superseded values are not recommended for survey control.
 FZ2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2919.See file dsdata.txt to determine how the superseded data were derived.
 FZ2919
 FZ2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4580108842(NAD 83)
 FZ2919_MARKER: A = ALUMINUM MARKER
 FZ2919_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FZ2919_SP_SET: BURIED IN GROUND
 FZ2919_STAMPING: 8 JMS 7 1979
 FZ2919_MARK LOGO: NCDOT 
 FZ2919_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2919
 FZ2919  HISTORY     - Date     Condition        Report By
 FZ2919  HISTORY     - 1979     MONUMENTED       NCDOT
 FZ2919  HISTORY     - 19880101 GOOD             NCGS
 FZ2919
 FZ2919                          STATION DESCRIPTION
 FZ2919
 FZ2919'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2919'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF BOONE AND 5.2 MI
 FZ2919'(8.4 KM) WEST OF DEEP GAP, IN RUTHERWOOD COMMUNITY.
 FZ2919'ALONG SR 1513 (BROWN CHAPEL ROAD) FOR 0.3 MI (0.5 KM) SOUTHWEST FROM
 FZ2919'US 221-421, ON TOP OF NORTHWEST BANK, IN EASTERN-MOST CORNER OF YARD
 FZ2919'OF A FRAME RESIDENCE.
 FZ2919'MARK IS 10 FEET HIGHER THAN ROAD AND IS RECESSED 2 INCHES BELOW
 FZ2919'GROUND. LOCATED 54.3 FT (16.6 M) NORTHWEST OF THE CENTERLINE OF ROAD,
 FZ2919'54.0 FT (16.5 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A PORCH,
 FZ2919'19.4 FT (5.9 M) SOUTHWEST OF A WIRE FENCE--AND 20.6 FT (6.3 M)
 FZ2919'SOUTHWEST OF A FENCE POST, 26.2 FT (8.0 M) WEST-SOUTHWEST OF A CORNER
 FZ2919'FENCE POST, 79.0 FT (24.1 M) SOUTHEAST OF A RAILROAD SPIKE IN POWER
 FZ2919'POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2920 ***********************************************************************
 FZ2920  DESIGNATION -  8 JMS 8
 FZ2920  PID         -  FZ2920
 FZ2920  STATE/COUNTY-  NC/WATAUGA
 FZ2920  USGS QUAD   -  BOONE (1994)
 FZ2920
 FZ2920                         *CURRENT SURVEY CONTROL
 FZ2920  ___________________________________________________________________
 FZ2920* NAD 83(2001)-  36 13 49.94760(N)    081 37 31.23799(W)     ADJUSTED  
 FZ2920* NAVD 88     -       978.90   (+/-2cm)    3211.6    (feet)  VERTCON   
 FZ2920  ___________________________________________________________________
 FZ2920  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FZ2920  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FZ2920  HORZ ORDER  -  SECOND
 FZ2920  VERT ORDER  -  THIRD ? (See Below)
 FZ2920
 FZ2920.The horizontal coordinates were established by classical geodetic methods
 FZ2920.and adjusted by the National Geodetic Survey in August 2005.
 FZ2920
 FZ2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2920.The vertical order pertains to the NGVD 29 superseded value.
 FZ2920
 FZ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2920
 FZ2920.The geoid height was determined by GEOID03.
 FZ2920
 FZ2920;                    North         East     Units Scale Factor Converg.
 FZ2920;SPC NC       -   278,302.286   373,604.568   MT  1.00001845   -1 30 55.0
 FZ2920;SPC NC       -   913,063.42  1,225,734.32   sFT  1.00001845   -1 30 55.0
 FZ2920;UTM  17      - 4,009,700.572   443,803.401   MT  0.99963891   -0 22 10.6
 FZ2920
 FZ2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2920!SPC NC       -   0.99985130  x   1.00001845  =   0.99986975
 FZ2920!UTM  17      -   0.99985130  x   0.99963891  =   0.99949026
 FZ2920
 FZ2920                          SUPERSEDED SURVEY CONTROL
 FZ2920
 FZ2920  NAD 83(1995)-  36 13 49.94818(N)    081 37 31.23789(W) AD(       ) 2
 FZ2920  NAD 83(1993)-  36 13 49.95335(N)    081 37 31.24200(W) AD(       ) 2
 FZ2920  NAD 83(1986)-  36 13 49.95878(N)    081 37 31.24515(W) AD(       ) 2
 FZ2920  NGVD 29 (10/27/97)  979.00   (m)         3211.9    (f) LEVELING    3  
 FZ2920
 FZ2920.Superseded values are not recommended for survey control.
 FZ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2920.See file dsdata.txt to determine how the superseded data were derived.
 FZ2920
 FZ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4380309701(NAD 83)
 FZ2920_MARKER: A = ALUMINUM MARKER
 FZ2920_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FZ2920_SP_SET: BURIED IN GROUND
 FZ2920_STAMPING: 8 JMS 8 1979
 FZ2920_MARK LOGO: NCDOT 
 FZ2920_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2920+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1988
 FZ2920
 FZ2920  HISTORY     - Date     Condition        Report By
 FZ2920  HISTORY     - 1979     MONUMENTED       NCDOT
 FZ2920  HISTORY     - 19880918 GOOD             NCGS
 FZ2920
 FZ2920                          STATION DESCRIPTION
 FZ2920
 FZ2920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2920'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST-NORTHEAST OF BOONE AND
 FZ2920'6.3 MI (10.1 KM) WEST OF DEEP GAP.
 FZ2920'ALONG US 221-421 FOR 2.3 MI (3.7 KM) EAST FROM THE SOUTH FORK OF THE
 FZ2920'NEW RIVER BRIDGE, OR ABOUT 350 FEET EAST OF SR 1331 (ROBY GREEN ROAD)
 FZ2920', ON SOUTH BANK IN NORTHEAST CORNER OF A YARD OF A BRICK RESIDENCE.
 FZ2920'MARK IS 2 FEET HIGHER THAN ROAD AND RECESSED 3 INCHES BELOW GROUND.
 FZ2920'LOCATED 24.5 FT (7.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 FZ2920'26.3 FT (8.0 M) WEST-NORTHWEST OF THE CENTERLINE OF A PAVED DRIVE,
 FZ2920'83.7 FT (25.5 M) NORTH-NORTHWEST OF THE WEST END OF A CONCRETE BLOCK
 FZ2920'RETAINING WALL, 129.2 FT (39.4 M) NORTHWEST OF THE NORTHWEST CORNER
 FZ2920'OF A BRICK RESIDENCE, 106.3 FT (32.4 M) EAST OF A RAILROAD SPIKE IN A
 FZ2920'POWER POLE, AND 146.7 FT (44.7 M) NORTHEAST OF A POWER POLE WITH A
 FZ2920'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2921 ***********************************************************************
 FZ2921  DESIGNATION -  8 JMS 9
 FZ2921  PID         -  FZ2921
 FZ2921  STATE/COUNTY-  NC/WATAUGA
 FZ2921  USGS QUAD   -  BOONE (1994)
 FZ2921
 FZ2921                         *CURRENT SURVEY CONTROL
 FZ2921  ___________________________________________________________________
 FZ2921* NAD 83(2001)-  36 13 55.87539(N)    081 37 41.74613(W)     ADJUSTED  
 FZ2921* NAVD 88     -       991.07   (+/-2cm)    3251.5    (feet)  VERTCON   
 FZ2921  ___________________________________________________________________
 FZ2921  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 FZ2921  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FZ2921  HORZ ORDER  -  SECOND
 FZ2921  VERT ORDER  -  THIRD ? (See Below)
 FZ2921
 FZ2921.The horizontal coordinates were established by classical geodetic methods
 FZ2921.and adjusted by the National Geodetic Survey in August 2005.
 FZ2921
 FZ2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2921.The vertical order pertains to the NGVD 29 superseded value.
 FZ2921
 FZ2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2921
 FZ2921.The geoid height was determined by GEOID03.
 FZ2921
 FZ2921;                    North         East     Units Scale Factor Converg.
 FZ2921;SPC NC       -   278,491.882   373,347.079   MT  1.00001895   -1 31 01.0
 FZ2921;SPC NC       -   913,685.45  1,224,889.54   sFT  1.00001895   -1 31 01.0
 FZ2921;UTM  17      - 4,009,884.912   443,542.272   MT  0.99963927   -0 22 16.9
 FZ2921
 FZ2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2921!SPC NC       -   0.99984939  x   1.00001895  =   0.99986833
 FZ2921!UTM  17      -   0.99984939  x   0.99963927  =   0.99948871
 FZ2921
 FZ2921|---------------------------------------------------------------------|
 FZ2921| PID    Reference Object                     Distance      Geod. Az  |
 FZ2921|                                                           dddmmss.s |
 FZ2921| FZ2920 8 JMS 8                             319.755 METERS 12451     |
 FZ2921| FZ3007 SHADOWS                             APPROX. 2.4 KM 1273002.7 |
 FZ2921| FZ2917 8 JMS 10                            APPROX. 1.3 KM 2160823.3 |
 FZ2921|---------------------------------------------------------------------|
 FZ2921
 FZ2921                          SUPERSEDED SURVEY CONTROL
 FZ2921
 FZ2921  NAD 83(1995)-  36 13 55.87597(N)    081 37 41.74603(W) AD(       ) 2
 FZ2921  NAD 83(1993)-  36 13 55.88116(N)    081 37 41.75013(W) AD(       ) 2
 FZ2921  NAD 83(1986)-  36 13 55.88658(N)    081 37 41.75328(W) AD(       ) 2
 FZ2921  NGVD 29 (10/27/97)  991.17   (m)         3251.9    (f) LEVELING    3  
 FZ2921
 FZ2921.Superseded values are not recommended for survey control.
 FZ2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2921.See file dsdata.txt to determine how the superseded data were derived.
 FZ2921
 FZ2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4354209885(NAD 83)
 FZ2921_MARKER: A = ALUMINUM MARKER
 FZ2921_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FZ2921_SP_SET: BURIED IN GROUND
 FZ2921_STAMPING: 8 JMS 9 1979
 FZ2921_MARK LOGO: NCDOT 
 FZ2921_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2921+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 FZ2921
 FZ2921  HISTORY     - Date     Condition        Report By
 FZ2921  HISTORY     - 1979     MONUMENTED       NCDOT
 FZ2921  HISTORY     - 19901113 GOOD             NCGS
 FZ2921
 FZ2921                          STATION DESCRIPTION
 FZ2921
 FZ2921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2921'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF BOONE.
 FZ2921'PROCEED ALONG US 221-421 FOR 1.1 MI (1.8 KM) EAST FROM THE SOUTH FORK
 FZ2921'OF THE NEW RIVER BRIDGE TO SR 1331 (ROBY GREEN ROAD), THENCE PROCEED
 FZ2921'ON FOOT WESTERLY ALONG A RIDGE AND A FENCE LINE FOR ABOUT 750 FEET,
 FZ2921'TO STATION ON SOUTH SIDE OF THE FENCE.
 FZ2921'MARK IS FLUSH WITH GROUND. LOCATED ABOUT 400.0 FT (121.9 M) NORTH OF
 FZ2921'THE CENTERLINE OF THE HIGHWAY, 9.0 FT (2.7 M) SOUTH OF THE FENCE,
 FZ2921'53.5 FT (16.3 M) WEST OF A RAILROAD SPIKE IN SAWED OFF POWER
 FZ2921'POLE--AND 43.2 FT (13.2 M) SOUTHEAST OF A 30-INCH TRIPLE BIRCH, 13.1
 FZ2921'FT (4.0 M) SOUTH-SOUTHWEST OF A 22-INCH MAPLE--BOTH WITH REFERENCE
 FZ2921'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4859 ***********************************************************************
 FA4859  DESIGNATION -  8 JWG
 FA4859  PID         -  FA4859
 FA4859  STATE/COUNTY-  NC/CLEVELAND
 FA4859  USGS QUAD   -  WACO (1973)
 FA4859
 FA4859                         *CURRENT SURVEY CONTROL
 FA4859  ___________________________________________________________________
 FA4859* NAD 83(2001)-  35 21 41.88917(N)    081 25 42.70100(W)     NO CHECK  
 FA4859* NAVD 88     -       284.47   (+/-2cm)     933.3    (feet)  VERTCON   
 FA4859  ___________________________________________________________________
 FA4859  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FA4859  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FA4859  HORZ ORDER  -  SECOND
 FA4859  VERT ORDER  -  THIRD (See Below)
 FA4859
 FA4859.The horizontal coordinates were established by classical geodetic methods
 FA4859.and adjusted by the National Geodetic Survey in August 2005.
 FA4859.No horizontal observational check was made to the station.
 FA4859
 FA4859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4859.The vertical order pertains to the NGVD 29 superseded value.
 FA4859
 FA4859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4859
 FA4859.The geoid height was determined by GEOID03.
 FA4859
 FA4859;                    North         East     Units Scale Factor Converg.
 FA4859;SPC NC       -   181,478.220   388,934.867   MT  0.99987442   -1 24 06.0
 FA4859;SPC NC       -   595,399.79  1,276,030.48   sFT  0.99987442   -1 24 06.0
 FA4859;UTM  17      - 3,913,232.565   461,068.807   MT  0.99961868   -0 14 52.8
 FA4859
 FA4859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4859!SPC NC       -   0.99996033  x   0.99987442  =   0.99983476
 FA4859!UTM  17      -   0.99996033  x   0.99961868  =   0.99957903
 FA4859
 FA4859                          SUPERSEDED SURVEY CONTROL
 FA4859
 FA4859  NAD 83(1986)-  35 21 41.90477(N)    081 25 42.70260(W) AD(       ) 2
 FA4859  NGVD 29 (09/01/92)  284.69   (m)          934.0    (f) LEVELING    3  
 FA4859
 FA4859.Superseded values are not recommended for survey control.
 FA4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4859.See file dsdata.txt to determine how the superseded data were derived.
 FA4859
 FA4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6106913233(NAD 83)
 FA4859_MARKER: DB = BENCH MARK DISK
 FA4859_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FA4859_SP_SET: BRIDGE WINGWALL
 FA4859_STAMPING: 8 JWG 1973
 FA4859_MARK LOGO: USGS  
 FA4859_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA4859
 FA4859  HISTORY     - Date     Condition        Report By
 FA4859  HISTORY     - 1973     MONUMENTED       USGS
 FA4859  HISTORY     - 19840101 GOOD             NCGS
 FA4859  HISTORY     - 1987     GOOD             USPSQD
 FA4859  HISTORY     - 19950127 GOOD             USPSQD
 FA4859
 FA4859                          STATION DESCRIPTION
 FA4859
 FA4859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4859'STATION IS LOCATED IN WACO.
 FA4859'AT THE SR 1001 BRIDGE OVER THE RAILROAD, IN THE WEST WINGWALL AT THE
 FA4859'NORTH END OF THE BRIDGE.
 FA4859'LOCATED 27.9 FT (8.5 M) SOUTHEAST OF THE CENTERLINE OF NC 150, 19.9 FT
 FA4859'(6.1 M) SOUTHWEST OF THE CENTERLINE OF SR 1001, AND 18.8 FT (5.7 M)
 FA4859'NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 FA4859
 FA4859                          STATION RECOVERY (1987)
 FA4859
 FA4859'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4859'RECOVERED IN GOOD CONDITION.
 FA4859
 FA4859                          STATION RECOVERY (1995)
 FA4859
 FA4859'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4449 ***********************************************************************
 FX4449  DESIGNATION -  8 MEA
 FX4449  PID         -  FX4449
 FX4449  STATE/COUNTY-  NC/CAMDEN
 FX4449  USGS QUAD   -  SOUTH MILLS (1982)
 FX4449
 FX4449                         *CURRENT SURVEY CONTROL
 FX4449  ___________________________________________________________________
 FX4449* NAD 83(2001)-  36 28 15.35554(N)    076 20 19.46922(W)     NO CHECK  
 FX4449* NAVD 88     -         4.0    (meters)      13.     (feet)  VERTCON   
 FX4449  ___________________________________________________________________
 FX4449  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 FX4449  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 FX4449  HORZ ORDER  -  SECOND
 FX4449
 FX4449.The horizontal coordinates were established by classical geodetic methods
 FX4449.and adjusted by the National Geodetic Survey in August 2005.
 FX4449.No horizontal observational check was made to the station.
 FX4449
 FX4449.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4449
 FX4449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4449
 FX4449.The geoid height was determined by GEOID03.
 FX4449
 FX4449;                    North         East     Units Scale Factor Converg.
 FX4449;SPC NC       -   305,055.316   848,110.466   MT  1.00009915   +1 32 09.6
 FX4449;SPC NC       - 1,000,835.65  2,782,509.09   sFT  1.00009915   +1 32 09.6
 FX4449;UTM  18      - 4,037,016.757   380,060.627   MT  0.99977724   -0 47 45.1
 FX4449
 FX4449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4449!SPC NC       -   1.00000517  x   1.00009915  =   1.00010432
 FX4449!UTM  18      -   1.00000517  x   0.99977724  =   0.99978240
 FX4449
 FX4449                          SUPERSEDED SURVEY CONTROL
 FX4449
 FX4449  NAD 83(1993)-  36 28 15.36404(N)    076 20 19.47340(W) AD(       ) 2
 FX4449  NAD 83(1986)-  36 28 15.36605(N)    076 20 19.50024(W) AD(       ) 2
 FX4449  NGVD 29 (11/01/90)    4.3    (m)           14.     (f) VERT ANG    3  
 FX4449
 FX4449.Superseded values are not recommended for survey control.
 FX4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4449.See file dsdata.txt to determine how the superseded data were derived.
 FX4449
 FX4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8006137017(NAD 83)
 FX4449_MARKER: DE = TRAVERSE STATION DISK
 FX4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4449+STABILITY: SURFACE MOTION
 FX4449
 FX4449  HISTORY     - Date     Condition        Report By
 FX4449  HISTORY     - 1976     MONUMENTED       USGS
 FX4449  HISTORY     - 1978     GOOD             NCGS
 FX4449  HISTORY     - 1986     GOOD             USPSQD
 FX4449
 FX4449                          STATION DESCRIPTION
 FX4449
 FX4449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4449'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF SOUTH
 FX4449'MILLS.
 FX4449'
 FX4449'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND SR 1243 AT THE
 FX4449'BRIDGE OVER THE INTRACOASTAL WATERWAY IN SOUTH MILLS, PROCEED
 FX4449'NORTHWEST ALONG SR 1243 FOR 0.4 MILE TO THE INTERSECTION WITH US 17,
 FX4449'THENCE NORTHWEST ALONG US 17 FOR 1.5 MILES TO THE INTERSECTION WITH
 FX4449'SR 1226 AND STATION ON LEFT, BETWEEN US 17 AND THE INTRACOASTAL
 FX4449'WATERWAY.
 FX4449'
 FX4449'STATION MARK IS A STANDARD USGS DISK STAMPED---8 MEA 1976---SET IN
 FX4449'TOP OF A 7 INCH CONCRETE MONUMENT, 2 INCHES ABOVE GROUND SURFACE.
 FX4449'MARK IS 7.0 FEET SOUTH OF THE CENTERLINE PROLONGATION OF SR 1226,
 FX4449'58.6 FEET WEST OF THE CENTERLINE OF US 17, 31.1 FEET WEST OF WEST END
 FX4449'OF CULVERT UNDER US 17 AND 0.6 FEET EAST OF METAL WITNESS POST.
 FX4449
 FX4449                          STATION RECOVERY (1986)
 FX4449
 FX4449'RECOVERY NOTE BY US POWER SQUADRON 1986 (JTS)
 FX4449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0563 ***********************************************************************
 EB0563  DESIGNATION -  8 TA 29
 EB0563  PID         -  EB0563
 EB0563  STATE/COUNTY-  NC/BRUNSWICK
 EB0563  USGS QUAD   -  FREELAND (1990)
 EB0563
 EB0563                         *CURRENT SURVEY CONTROL
 EB0563  ___________________________________________________________________
 EB0563* NAD 83(1986)-  34 01 02.     (N)    078 33 56.     (W)     SCALED    
 EB0563* NAVD 88     -        13.338  (meters)      43.76   (feet)  ADJUSTED  
 EB0563  ___________________________________________________________________
 EB0563  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 EB0563  DYNAMIC HT  -          13.325 (meters)      43.72  (feet)  COMP
 EB0563  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 EB0563
 EB0563  VERT ORDER  -  SECOND    CLASS 0
 EB0563
 EB0563.The horizontal coordinates were scaled from a topographic map and have
 EB0563.an estimated accuracy of +/- 6 seconds.
 EB0563
 EB0563.The orthometric height was determined by differential leveling
 EB0563.and adjusted in June 1991.
 EB0563
 EB0563.The geoid height was determined by GEOID03.
 EB0563
 EB0563.The dynamic height is computed by dividing the NAVD 88
 EB0563.geopotential number by the normal gravity value computed on the
 EB0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0563.degrees latitude (g = 980.6199 gals.).
 EB0563
 EB0563.The modeled gravity was interpolated from observed gravity values.
 EB0563
 EB0563;                    North         East    Units  Estimated Accuracy
 EB0563;SPC NC       -    29,730.      649,730.      MT  (+/- 180 meters Scaled)
 EB0563
 EB0563                          SUPERSEDED SURVEY CONTROL
 EB0563
 EB0563  NGVD 29 (??/??/92)   13.657  (m)           44.81   (f) ADJ UNCH    2 0
 EB0563
 EB0563.Superseded values are not recommended for survey control.
 EB0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0563.See file dsdata.txt to determine how the superseded data were derived.
 EB0563
 EB0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT247667(NAD 83)
 EB0563_MARKER: P = PIPE CAP
 EB0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EB0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EB0563_STAMPING: PRIM TRAV STA 8 TA 29 1918
 EB0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0563
 EB0563  HISTORY     - Date     Condition        Report By
 EB0563  HISTORY     - 1918     MONUMENTED       USGS
 EB0563  HISTORY     - 1942     GOOD             NGS
 EB0563  HISTORY     - 1942     GOOD             NGS
 EB0563  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 EB0563
 EB0563                          STATION DESCRIPTION
 EB0563
 EB0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EB0563'4.3 MI SE FROM ASH.
 EB0563'4.3 MILES SOUTHEAST ALONG COUNTY ROAD FROM THE POST OFFICE AT
 EB0563'ASH, SET IN THE SOUTHEAST QUARTER OF PUBLIC ROAD CROSSING, 61
 EB0563'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FENCE AROUND HOUSE IN
 EB0563'NORTHWEST QUARTER OF INTERSECTION, 32 FEET EAST OF THE NORTH-SOUTH
 EB0563'ROAD, 32 FEET SOUTH OF THE EAST-WEST ROAD, 1 FOOT WEST OF A WHITE
 EB0563'MARKER POST STENCILED USBM.  A STANDARD U.S. GEOLOGICAL SURVEY CAP
 EB0563'RIVETED ON A 3-INCH IRON PIPE.
 EB0563
 EB0563                          STATION RECOVERY (1942)
 EB0563
 EB0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EB0563'RECOVERED IN GOOD CONDITION.
 EB0563
 EB0563                          STATION RECOVERY (2001)
 EB0563
 EB0563'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB0563'NOT FOUND.  SEARCHED SE QUADRANT OF NC 904 AND SR 1300 WITH A MICRONTA
 EB0563'4001 METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2358 ***********************************************************************
 EZ2358  DESIGNATION -  8 WC 6
 EZ2358  PID         -  EZ2358
 EZ2358  STATE/COUNTY-  NC/RANDOLPH
 EZ2358  USGS QUAD   -  PLEASANT GARDEN (1982)
 EZ2358
 EZ2358                         *CURRENT SURVEY CONTROL
 EZ2358  ___________________________________________________________________
 EZ2358* NAD 83(1986)-  35 53 12.     (N)    079 48 26.     (W)     SCALED    
 EZ2358* NAVD 88     -       249.717  (meters)     819.28   (feet)  ADJUSTED  
 EZ2358  ___________________________________________________________________
 EZ2358  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ2358  DYNAMIC HT  -         249.508 (meters)     818.59  (feet)  COMP
 EZ2358  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 EZ2358
 EZ2358  VERT ORDER  -  SECOND    CLASS I
 EZ2358
 EZ2358.The horizontal coordinates were scaled from a topographic map and have
 EZ2358.an estimated accuracy of +/- 6 seconds.
 EZ2358
 EZ2358.The orthometric height was determined by differential leveling
 EZ2358.and adjusted in June 1991.
 EZ2358
 EZ2358.The geoid height was determined by GEOID03.
 EZ2358
 EZ2358.The dynamic height is computed by dividing the NAVD 88
 EZ2358.geopotential number by the normal gravity value computed on the
 EZ2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2358.degrees latitude (g = 980.6199 gals.).
 EZ2358
 EZ2358.The modeled gravity was interpolated from observed gravity values.
 EZ2358
 EZ2358;                    North         East    Units  Estimated Accuracy
 EZ2358;SPC NC       -   237,320.      536,720.      MT  (+/- 180 meters Scaled)
 EZ2358
 EZ2358                          SUPERSEDED SURVEY CONTROL
 EZ2358
 EZ2358  NGVD 29 (??/??/92)  249.940  (m)          820.01   (f) ADJ UNCH    2 1
 EZ2358
 EZ2358.Superseded values are not recommended for survey control.
 EZ2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2358.See file dsdata.txt to determine how the superseded data were derived.
 EZ2358
 EZ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV076720(NAD 83)
 EZ2358_MARKER: DD = SURVEY DISK
 EZ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2358+STABILITY: SURFACE MOTION
 EZ2358
 EZ2358  HISTORY     - Date     Condition        Report By
 EZ2358  HISTORY     - UNK      MONUMENTED       NCGS
 EZ2358  HISTORY     - 1975     GOOD             NCGS
 EZ2358
 EZ2358                          STATION DESCRIPTION
 EZ2358
 EZ2358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2358'5.0 MI N FROM RANDLEMAN.
 EZ2358'STATION IS LOCATED IN THE SMALL COMMUNITY OF LEVEL CROSS,
 EZ2358'APPROXIMATELY 0.15 MILE SOUTH ALONG US 220 BUSINESS FROM THE
 EZ2358'CROSSROADS, AND ON EAST SIDE OF HIGHWAY IN SOUTHWEST CORNER OF A
 EZ2358'CEMETERY AND NEAR A TELEPHONE POLE.  18.8 FT. E OF EDGE OF PAVEMENT,
 EZ2358'2.2 FT. S OF TP NO. 106, 55.5 FT. WNW OF 5 INCH CEDAR AND 81.2 FT. ESE
 EZ2358'OF A PP.  DISK IS SET IN PRECAST CONCRETE MONUMENT, FLUSH WITH THE
 EZ2358'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2270 ***********************************************************************
 EZ2270  DESIGNATION -  8 WC 8
 EZ2270  PID         -  EZ2270
 EZ2270  STATE/COUNTY-  NC/RANDOLPH
 EZ2270  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ2270
 EZ2270                         *CURRENT SURVEY CONTROL
 EZ2270  ___________________________________________________________________
 EZ2270* NAD 83(1986)-  35 52 45.     (N)    079 55 04.     (W)     SCALED    
 EZ2270* NAVD 88     -       240.257  (meters)     788.24   (feet)  ADJUSTED  
 EZ2270  ___________________________________________________________________
 EZ2270  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ2270  DYNAMIC HT  -         240.054 (meters)     787.58  (feet)  COMP
 EZ2270  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 EZ2270
 EZ2270  VERT ORDER  -  SECOND    CLASS I
 EZ2270
 EZ2270.The horizontal coordinates were scaled from a topographic map and have
 EZ2270.an estimated accuracy of +/- 6 seconds.
 EZ2270
 EZ2270.The orthometric height was determined by differential leveling
 EZ2270.and adjusted in June 1991.
 EZ2270
 EZ2270.The geoid height was determined by GEOID03.
 EZ2270
 EZ2270.The dynamic height is computed by dividing the NAVD 88
 EZ2270.geopotential number by the normal gravity value computed on the
 EZ2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2270.degrees latitude (g = 980.6199 gals.).
 EZ2270
 EZ2270.The modeled gravity was interpolated from observed gravity values.
 EZ2270
 EZ2270;                    North         East    Units  Estimated Accuracy
 EZ2270;SPC NC       -   236,580.      526,730.      MT  (+/- 180 meters Scaled)
 EZ2270
 EZ2270                          SUPERSEDED SURVEY CONTROL
 EZ2270
 EZ2270  NGVD 29 (??/??/92)  240.485  (m)          788.99   (f) ADJ UNCH    2 1
 EZ2270
 EZ2270.Superseded values are not recommended for survey control.
 EZ2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2270.See file dsdata.txt to determine how the superseded data were derived.
 EZ2270
 EZ2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV976710(NAD 83)
 EZ2270_MARKER: DD = SURVEY DISK
 EZ2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2270_STAMPING: 8 WC 8 1966
 EZ2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2270+STABILITY: SURFACE MOTION
 EZ2270
 EZ2270  HISTORY     - Date     Condition        Report By
 EZ2270  HISTORY     - 1966     MONUMENTED       NCGS
 EZ2270  HISTORY     - 1975     GOOD             NCGS
 EZ2270
 EZ2270                          STATION DESCRIPTION
 EZ2270
 EZ2270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2270'3.8 MI SE FROM ARCHDALE.
 EZ2270'TO REACH STATION FROM INTERSECTION OF US 311 AND NC 62 IN ARCHDALE,
 EZ2270'PROCEED SE ALONG US 311 FOR 3.9 MILES TO SR 1919 NORTH AND STATION ON
 EZ2270'LEFT IN NORTHERNMOST QUADRANT OF THE T-INTERSECTION, ACROSS HIGHWAY
 EZ2270'FROM SUN-RAY DISTRIBUTORS.  29.9 FT. ENE OF C/L OF US 311, 12.1 FT.
 EZ2270'SSE OF C/L OF DRIVEWAY ON EAST SIDE OF US 311, 1.5 FT. SSW OF PP NO.
 EZ2270'BBA WITH ALUMINUM REF. TAG, 84.4 FT. NNW OF TP WITH ALUMINUM REF. TAG.
 EZ2270'DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT, FLUSH WITH THE
 EZ2270'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0194 ***********************************************************************
 EA0194  DESIGNATION -  8.50
 EA0194  PID         -  EA0194
 EA0194  STATE/COUNTY-  NC/CARTERET
 EA0194  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA0194
 EA0194                         *CURRENT SURVEY CONTROL
 EA0194  ___________________________________________________________________
 EA0194* NAD 83(1986)-  34 37 22.     (N)    076 31 27.     (W)     SCALED    
 EA0194* NAVD 88     -         1.576  (meters)       5.17   (feet)  ADJUSTED  
 EA0194  ___________________________________________________________________
 EA0194  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA0194  DYNAMIC HT  -           1.575 (meters)       5.17  (feet)  COMP
 EA0194  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EA0194
 EA0194  VERT ORDER  -  SECOND    CLASS 0
 EA0194
 EA0194.The horizontal coordinates were scaled from a topographic map and have
 EA0194.an estimated accuracy of +/- 6 seconds.
 EA0194
 EA0194.The orthometric height was determined by differential leveling
 EA0194.and adjusted in June 1991.
 EA0194
 EA0194.The geoid height was determined by GEOID03.
 EA0194
 EA0194.The dynamic height is computed by dividing the NAVD 88
 EA0194.geopotential number by the normal gravity value computed on the
 EA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0194.degrees latitude (g = 980.6199 gals.).
 EA0194
 EA0194.The modeled gravity was interpolated from observed gravity values.
 EA0194
 EA0194;                    North         East    Units  Estimated Accuracy
 EA0194;SPC NC       -    99,650.      836,610.      MT  (+/- 180 meters Scaled)
 EA0194
 EA0194                          SUPERSEDED SURVEY CONTROL
 EA0194
 EA0194  NGVD 29 (??/??/92)    1.922  (m)            6.31   (f) ADJ UNCH    2 0
 EA0194
 EA0194.Superseded values are not recommended for survey control.
 EA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0194.See file dsdata.txt to determine how the superseded data were derived.
 EA0194
 EA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD602322(NAD 83)
 EA0194_MARKER: DD = SURVEY DISK
 EA0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0194_SP_SET: BUILDING
 EA0194_STAMPING: B M 8
 EA0194_MARK LOGO: USE   
 EA0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0194
 EA0194  HISTORY     - Date     Condition        Report By
 EA0194  HISTORY     - UNK      MONUMENTED       DOD
 EA0194  HISTORY     - 1960     SEE DESCRIPTION  NGS
 EA0194  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA0194
 EA0194                          STATION DESCRIPTION
 EA0194
 EA0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0194'AT CAPE LOOKOUT.
 EA0194'AT CAPE LOOKOUT, ABOUT 1.3 MILE NORTHEAST ALONG SAND ROAD FROM
 EA0194'COAST GUARD STATION, ON CORE BANKS, AT CAPE LOOKOUT LIGHTHOUSE,
 EA0194'SET IN THE TOP OF THE NORTHWEST END OF THE CENTER ONE OF THREE
 EA0194'STEPS LEADING TO THE DOOR OF LIGHTHOUSE, 0.3 FOOT SOUTHEAST OF
 EA0194'NORTHWEST END OF STEP AND DIRECTLY UNDER A STEEL PIPE.
 EA0194
 EA0194                          STATION RECOVERY (2004)
 EA0194
 EA0194'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0103 ***********************************************************************
 EA0103  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0103  DESIGNATION -  8.727
 EA0103  PID         -  EA0103
 EA0103  STATE/COUNTY-  NC/CARTERET
 EA0103  USGS QUAD   -  BEAUFORT (1987)
 EA0103
 EA0103                         *CURRENT SURVEY CONTROL
 EA0103  ___________________________________________________________________
 EA0103* NAD 83(1986)-  34 43 06.     (N)    076 40 06.     (W)     SCALED    
 EA0103* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 EA0103  ___________________________________________________________________
 EA0103  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA0103  DYNAMIC HT  -           1.754 (meters)       5.75  (feet)  COMP
 EA0103  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 EA0103
 EA0103  VERT ORDER  -  FIRST     CLASS I
 EA0103
 EA0103.The horizontal coordinates were scaled from a topographic map and have
 EA0103.an estimated accuracy of +/- 6 seconds.
 EA0103
 EA0103.The orthometric height was determined by differential leveling
 EA0103.and adjusted in June 1991.
 EA0103
 EA0103.This Tidal Bench Mark is designated as VM 14946
 EA0103.by the Center for Operational Oceanographic Products and Services.
 EA0103
 EA0103.The geoid height was determined by GEOID03.
 EA0103
 EA0103.The dynamic height is computed by dividing the NAVD 88
 EA0103.geopotential number by the normal gravity value computed on the
 EA0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0103.degrees latitude (g = 980.6199 gals.).
 EA0103
 EA0103.The modeled gravity was interpolated from observed gravity values.
 EA0103
 EA0103;                    North         East    Units  Estimated Accuracy
 EA0103;SPC NC       -   109,930.      823,140.      MT  (+/- 180 meters Scaled)
 EA0103
 EA0103                          SUPERSEDED SURVEY CONTROL
 EA0103
 EA0103  NGVD 29 (??/??/92)    2.047  (m)            6.72   (f) ADJ UNCH    1 1
 EA0103
 EA0103.Superseded values are not recommended for survey control.
 EA0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0103.See file dsdata.txt to determine how the superseded data were derived.
 EA0103
 EA0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD472430(NAD 83)
 EA0103_MARKER: DD = SURVEY DISK
 EA0103_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EA0103_SP_SET: SEAWALL
 EA0103_STAMPING: 8.40
 EA0103_MARK LOGO: USE   
 EA0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0103+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 EA0103
 EA0103  HISTORY     - Date     Condition        Report By
 EA0103  HISTORY     - UNK      MONUMENTED       DOD
 EA0103  HISTORY     - 1963     GOOD             NGS
 EA0103  HISTORY     - 1982     GOOD             NCGS
 EA0103  HISTORY     - 19890813 GOOD             USPSQD
 EA0103  HISTORY     - 19980531 GOOD             USPSQD
 EA0103  HISTORY     - 20021028 GOOD             USPSQD
 EA0103  HISTORY     - 20040516 GOOD             USPSQD
 EA0103  HISTORY     - 20051031 GOOD             USPSQD
 EA0103  HISTORY     - 20061204 GOOD             USPSQD
 EA0103  HISTORY     - 20061228 GOOD             USPSQD
 EA0103
 EA0103                          STATION DESCRIPTION
 EA0103
 EA0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0103'AT BEAUFORT.
 EA0103'AT BEAUFORT, ALONG FRONT STREET BETWEEN MOORE STREET AND ORANGE
 EA0103'STREET, SET ON TOP OF THE MASONRY SEA WALL, 8.0 FEET NORTHEAST
 EA0103'OF THE NORTHWEST CORNER OF THE CORPS OF ENGINEERS OFFICE BUILDING,
 EA0103'19.3 FEET SOUTHWEST OF THE SOUTHWEST CURB OF FRONT STREET, 1 FOOT
 EA0103'SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, AND IS ABOUT
 EA0103'0.5 FOOT ABOVE THE LEVEL OF THE FRONT STREET.  NORTH CAROLINA
 EA0103'TIDAL MARK LIST - 38.
 EA0103
 EA0103                          STATION RECOVERY (1982)
 EA0103
 EA0103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0103'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 EA0103'STAMPING IS NOW 8.26 AND THE CORPS OF ENGINEERS OFFICE BUILDING HAS
 EA0103'BEEN REMOVED.
 EA0103
 EA0103                          STATION RECOVERY (1989)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0103'RECOVERED IN GOOD CONDITION.
 EA0103
 EA0103                          STATION RECOVERY (1998)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0103'RECOVERED IN GOOD CONDITION.
 EA0103
 EA0103                          STATION RECOVERY (2002)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA0103'RECOVERED AS DESCRIBED.
 EA0103'THE CORRECT STAMPING OS 8.26 NOT 8.40
 EA0103' 
 EA0103
 EA0103                          STATION RECOVERY (2004)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0103'RECOVERED IN GOOD CONDITION.
 EA0103
 EA0103                          STATION RECOVERY (2005)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0103'RECOVERED IN GOOD CONDITION.
 EA0103
 EA0103                          STATION RECOVERY (2006)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA0103'RECOVERED IN GOOD CONDITION.
 EA0103
 EA0103                          STATION RECOVERY (2006)
 EA0103
 EA0103'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA0103'STAMPING IS DEFINATELY 8.26
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2479 ***********************************************************************
 EZ2479  DESIGNATION -  80 DRD
 EZ2479  PID         -  EZ2479
 EZ2479  STATE/COUNTY-  NC/JOHNSTON
 EZ2479  USGS QUAD   -  CLAYTON (1993)
 EZ2479
 EZ2479                         *CURRENT SURVEY CONTROL
 EZ2479  ___________________________________________________________________
 EZ2479* NAD 83(1986)-  35 38 50.     (N)    078 24 18.     (W)     SCALED    
 EZ2479* NAVD 88     -        48.161  (meters)     158.01   (feet)  ADJUSTED  
 EZ2479  ___________________________________________________________________
 EZ2479  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 EZ2479  DYNAMIC HT  -          48.118 (meters)     157.87  (feet)  COMP
 EZ2479  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 EZ2479
 EZ2479  VERT ORDER  -  SECOND    CLASS II
 EZ2479
 EZ2479.The horizontal coordinates were scaled from a topographic map and have
 EZ2479.an estimated accuracy of +/- 6 seconds.
 EZ2479
 EZ2479.The orthometric height was determined by differential leveling
 EZ2479.and adjusted in June 1991.
 EZ2479
 EZ2479.The geoid height was determined by GEOID03.
 EZ2479
 EZ2479.The dynamic height is computed by dividing the NAVD 88
 EZ2479.geopotential number by the normal gravity value computed on the
 EZ2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2479.degrees latitude (g = 980.6199 gals.).
 EZ2479
 EZ2479.The modeled gravity was interpolated from observed gravity values.
 EZ2479
 EZ2479;                    North         East    Units  Estimated Accuracy
 EZ2479;SPC NC       -   210,620.      663,480.      MT  (+/- 180 meters Scaled)
 EZ2479
 EZ2479                          SUPERSEDED SURVEY CONTROL
 EZ2479
 EZ2479  NGVD 29 (??/??/92)   48.449  (m)          158.95   (f) ADJ UNCH    2 2
 EZ2479
 EZ2479.Superseded values are not recommended for survey control.
 EZ2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2479.See file dsdata.txt to determine how the superseded data were derived.
 EZ2479
 EZ2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV349479(NAD 83)
 EZ2479_MARKER: DD = SURVEY DISK
 EZ2479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ2479_SP_SET: BRIDGE
 EZ2479_STAMPING: 80 DRD 1960
 EZ2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2479
 EZ2479  HISTORY     - Date     Condition        Report By
 EZ2479  HISTORY     - 1960     MONUMENTED       NCGS
 EZ2479  HISTORY     - 1976     GOOD             NCGS
 EZ2479
 EZ2479                          STATION DESCRIPTION
 EZ2479
 EZ2479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2479'2.9 MI E FROM CLAYTON.
 EZ2479'TO REACH STATION FROM INTERSECTION OF US 70 AND NC 42 SOUTHEAST OF
 EZ2479'CLAYTON, PROCEED EAST ALONG NC 42 FOR 2.4 MILES TO BRIDGE OVER NEUSE
 EZ2479'RIVER AND STATION ON RIGHT IN SOUTHEAST CONCRETE WINGWALL.  16.9 FT. S
 EZ2479'OF CENTERLINE OF NC 42, 0.5 FT. N OF SOUTH END OF CONCRETE WINGWALL.
 EZ2479'DISK IS SET FLUSH IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2078 ***********************************************************************
 FX2078  DESIGNATION -  80 WSM
 FX2078  PID         -  FX2078
 FX2078  STATE/COUNTY-  NC/BERTIE
 FX2078  USGS QUAD   -  COLERAIN (1982)
 FX2078
 FX2078                         *CURRENT SURVEY CONTROL
 FX2078  ___________________________________________________________________
 FX2078* NAD 83(1986)-  36 14 38.     (N)    076 46 03.     (W)     SCALED    
 FX2078* NAVD 88     -        15.961  (meters)      52.37   (feet)  ADJUSTED  
 FX2078  ___________________________________________________________________
 FX2078  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 FX2078  DYNAMIC HT  -          15.949 (meters)      52.33  (feet)  COMP
 FX2078  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 FX2078
 FX2078  VERT ORDER  -  SECOND    CLASS II
 FX2078
 FX2078.The horizontal coordinates were scaled from a topographic map and have
 FX2078.an estimated accuracy of +/- 6 seconds.
 FX2078
 FX2078.The orthometric height was determined by differential leveling
 FX2078.and adjusted in June 1991.
 FX2078
 FX2078.The geoid height was determined by GEOID03.
 FX2078
 FX2078.The dynamic height is computed by dividing the NAVD 88
 FX2078.geopotential number by the normal gravity value computed on the
 FX2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2078.degrees latitude (g = 980.6199 gals.).
 FX2078
 FX2078.The modeled gravity was interpolated from observed gravity values.
 FX2078
 FX2078;                    North         East    Units  Estimated Accuracy
 FX2078;SPC NC       -   278,920.      810,260.      MT  (+/- 180 meters Scaled)
 FX2078
 FX2078                          SUPERSEDED SURVEY CONTROL
 FX2078
 FX2078  NGVD 29 (??/??/92)   16.296  (m)           53.46   (f) ADJ UNCH    2 2
 FX2078
 FX2078.Superseded values are not recommended for survey control.
 FX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2078.See file dsdata.txt to determine how the superseded data were derived.
 FX2078
 FX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF411124(NAD 83)
 FX2078_MARKER: DB = BENCH MARK DISK
 FX2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2078_SP_SET: CULVERT HEADWALL
 FX2078_STAMPING: 80 WSM 1955
 FX2078_MARK LOGO: USGS  
 FX2078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2078+STABILITY: SURFACE MOTION
 FX2078
 FX2078  HISTORY     - Date     Condition        Report By
 FX2078  HISTORY     - 1955     MONUMENTED       USGS
 FX2078  HISTORY     - 19740801 GOOD             NCGS
 FX2078
 FX2078                          STATION DESCRIPTION
 FX2078
 FX2078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2078'2.9 MILES NORTH OF COLERAIN.
 FX2078'TO REACH STATION FROM THE INTERSECTION OF NC 45 WITH NC 350 IN
 FX2078'COLERAIN, PROCEED NORTH ALONG NC 45 FOR 3.0 MILES (4.8 KM) TO STATION
 FX2078'ON LEFT IN SOUTH END OF WEST HEADWALL OF CULVERT UNDER HIGHWAY, 0.1
 FX2078'MILE (0.2 KM) SOUTH OF THE BERTIE-HERTFORD COUNTY LINE.  DISK IS SET
 FX2078'FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2079 ***********************************************************************
 FX2079  DESIGNATION -  80 WSM RM
 FX2079  PID         -  FX2079
 FX2079  STATE/COUNTY-  NC/HERTFORD
 FX2079  USGS QUAD   -  COLERAIN (1982)
 FX2079
 FX2079                         *CURRENT SURVEY CONTROL
 FX2079  ___________________________________________________________________
 FX2079* NAD 83(1986)-  36 14 36.     (N)    076 46 02.     (W)     SCALED    
 FX2079* NAVD 88     -        15.954  (meters)      52.34   (feet)  ADJUSTED  
 FX2079  ___________________________________________________________________
 FX2079  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 FX2079  DYNAMIC HT  -          15.941 (meters)      52.30  (feet)  COMP
 FX2079  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 FX2079
 FX2079  VERT ORDER  -  SECOND    CLASS II
 FX2079
 FX2079.The horizontal coordinates were scaled from a topographic map and have
 FX2079.an estimated accuracy of +/- 6 seconds.
 FX2079
 FX2079.The orthometric height was determined by differential leveling
 FX2079.and adjusted in June 1991.
 FX2079
 FX2079.The geoid height was determined by GEOID03.
 FX2079
 FX2079.The dynamic height is computed by dividing the NAVD 88
 FX2079.geopotential number by the normal gravity value computed on the
 FX2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2079.degrees latitude (g = 980.6199 gals.).
 FX2079
 FX2079.The modeled gravity was interpolated from observed gravity values.
 FX2079
 FX2079;                    North         East    Units  Estimated Accuracy
 FX2079;SPC NC       -   278,860.      810,280.      MT  (+/- 180 meters Scaled)
 FX2079
 FX2079                          SUPERSEDED SURVEY CONTROL
 FX2079
 FX2079  NGVD 29 (??/??/92)   16.288  (m)           53.44   (f) ADJ UNCH    2 2
 FX2079
 FX2079.Superseded values are not recommended for survey control.
 FX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2079.See file dsdata.txt to determine how the superseded data were derived.
 FX2079
 FX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF412123(NAD 83)
 FX2079_MARKER: X = CHISELED CROSS
 FX2079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2079_SP_SET: CULVERT HEADWALL
 FX2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2079+STABILITY: SURFACE MOTION
 FX2079
 FX2079  HISTORY     - Date     Condition        Report By
 FX2079  HISTORY     - 1955     MONUMENTED       USGS
 FX2079  HISTORY     - 19740822 GOOD             NCGS
 FX2079
 FX2079                          STATION DESCRIPTION
 FX2079
 FX2079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2079'SOURCE OF DESCRIPTIVE TEXT IS USGS PUBLICATION--
 FX2079'2.8 MI NORTH OF COLERAIN, ALONG STATE HIGHWAY 45, 0.3 MI SOUTH OF
 FX2079'T-ROAD WEST, REFERENCE MARK IS A CHISELED CROSS, 45 FT EAST OF TABLET
 FX2079'(80 WSM), ON CENTER OF EAST HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9280 ***********************************************************************
 DE9280  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9280  DESIGNATION -  80E 200
 DE9280  PID         -  DE9280
 DE9280  STATE/COUNTY-  NC/GUILFORD
 DE9280  USGS QUAD   -  GREENSBORO (1994)
 DE9280
 DE9280                         *CURRENT SURVEY CONTROL
 DE9280  ___________________________________________________________________
 DE9280* NAD 83(2007)-  36 05 44.13786(N)    079 51 08.59438(W)     ADJUSTED  
 DE9280* NAVD 88     -       258.56   (meters)     848.3    (feet)  GPS OBS   
 DE9280  ___________________________________________________________________
 DE9280  EPOCH DATE  -        2002.00
 DE9280  X           -     909,103.034 (meters)                     COMP
 DE9280  Y           -  -5,079,224.255 (meters)                     COMP
 DE9280  Z           -   3,736,901.716 (meters)                     COMP
 DE9280  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 DE9280  ELLIP HEIGHT-         227.342 (meters)          (02/10/07) ADJUSTED
 DE9280  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DE9280
 DE9280  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9280  Type    PID    Designation                      North   East  Ellip
 DE9280  -------------------------------------------------------------------
 DE9280  NETWORK DE9280 80E 200                           2.45   1.74   3.06
 DE9280  -------------------------------------------------------------------
 DE9280
 DE9280.The horizontal coordinates were established by GPS observations
 DE9280.and adjusted by the National Geodetic Survey in February 2007.
 DE9280
 DE9280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9280.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9280.The horizontal coordinates are valid at the epoch date displayed above.
 DE9280.The epoch date for horizontal control is a decimal equivalence
 DE9280.of Year/Month/Day.
 DE9280
 DE9280.The orthometric height was determined by GPS observations and a
 DE9280.high-resolution geoid model.
 DE9280.The orthometric height was determined by GPS observations and a
 DE9280.high-resolution geoid model using precise GPS observation and
 DE9280.processing techniques.
 DE9280
 DE9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9280
 DE9280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9280
 DE9280.The ellipsoidal height was determined by GPS observations
 DE9280.and is referenced to NAD 83.
 DE9280
 DE9280.The geoid height was determined by GEOID03.
 DE9280
 DE9280;                    North         East     Units Scale Factor Converg.
 DE9280;SPC NC       -   260,537.018   532,842.101   MT  0.99998094   -0 29 31.1
 DE9280;SPC NC       -   854,778.53  1,748,166.13   sFT  0.99998094   -0 29 31.1
 DE9280;UTM  17      - 3,995,160.869   603,308.762   MT  0.99973150   +0 40 34.2
 DE9280
 DE9280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9280!SPC NC       -   0.99996432  x   0.99998094  =   0.99994526
 DE9280!UTM  17      -   0.99996432  x   0.99973150  =   0.99969583
 DE9280
 DE9280:                Primary Azimuth Mark                     Grid Az
 DE9280:SPC NC       -  79W 200                                  270 33 35.8
 DE9280:UTM  17      -  79W 200                                  269 23 30.5
 DE9280
 DE9280|---------------------------------------------------------------------|
 DE9280| PID    Reference Object                     Distance      Geod. Az  |
 DE9280|                                                           dddmmss.s |
 DE9280| DE9281 79W 200                             458.902 METERS 2700404.7 |
 DE9280|---------------------------------------------------------------------|
 DE9280
 DE9280                          SUPERSEDED SURVEY CONTROL
 DE9280
 DE9280  NAD 83(2001)-  36 05 44.13825(N)    079 51 08.59408(W) AD(       ) 1
 DE9280  ELLIP H (03/13/03)  227.344  (m)                       GP(       ) 4 2
 DE9280  NAD 83(1986)-  36 05 44.14420(N)    079 51 08.60204(W) AD(       ) 1
 DE9280
 DE9280.Superseded values are not recommended for survey control.
 DE9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9280.See file dsdata.txt to determine how the superseded data were derived.
 DE9280
 DE9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0330995161(NAD 83)
 DE9280_MARKER: DD = SURVEY DISK
 DE9280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9280_STAMPING: 80E.200 7/97
 DE9280_MARK LOGO: NC1940
 DE9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9280+STABILITY: SURFACE MOTION
 DE9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9280+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9280
 DE9280  HISTORY     - Date     Condition        Report By
 DE9280  HISTORY     - 1997     MONUMENTED       NC1940
 DE9280
 DE9280                          STATION DESCRIPTION
 DE9280
 DE9280'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9280'STATION IS LOCATED IN GREENSBORO, ABOUT 4.0 MI (6.4 KM) WEST-NORTHWEST
 DE9280'OF THE DOWNTOWN GOVERNMENT COMPLEX, AND 5.0 MI (8.0 KM) EAST OF THE
 DE9280'PIEDMONT TRIAD INTERNATIONAL AIRPORT, AT THE BROWN BARK PARK.
 DE9280'PROCEED ALONG WEST FRIENDLY AVENUE FOR 1.8 MI (2.9 KM) WEST FROM THE
 DE9280'US 421-WENDOVER AVENUE OVERPASS, THENCE RIGHT/NORTH FOR 0.3 MI (0.5
 DE9280'KM) ALONG KEMP ROAD, THENCE RIGHT/EAST FOR 0.35 MI (0.56 KM) ALONG
 DE9280'BROWN BARK DRIVE TO STATION ON LEFT/NORTH SIDE OF ROAD, ON WEST SIDE
 DE9280'OF INTERSECTION WITH COLERIDGE DRIVE, ABOUT 10-FEET SOUTH OF CREEK
 DE9280'BANK, AND OPPOSITE EAST SIDE OF HOUSE NUMBER 3601.
 DE9280'MARK IS ABOUT LEVEL WITH CENTER OF BROWN BARK DRIVE, AND RECESSED
 DE9280'3-INCHES BELOW GROUND. LOCATED 77.4 FT (23.6 M) NORTH-NORTHWEST OF THE
 DE9280'CENTERLINE OF BROWN BARK DRIVE, 20.6 FT (6.3 M) SOUTH-SOUTHEAST OF THE
 DE9280'CENTERLINE OF CREEK, 55.0 FT (16.8 M) WEST-NORTHWEST OF A MANHOLE
 DE9280'(10-FEET NORTH OF CURB), AND 96.1 FT (29.3 M) NORTH-NORTHWEST OF FIRE
 DE9280'HYDRANT IN SOUTHWEST QUADRANT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2475 ***********************************************************************
 EZ2475  DESIGNATION -  81 DRD
 EZ2475  PID         -  EZ2475
 EZ2475  STATE/COUNTY-  NC/JOHNSTON
 EZ2475  USGS QUAD   -  FLOWERS (1973)
 EZ2475
 EZ2475                         *CURRENT SURVEY CONTROL
 EZ2475  ___________________________________________________________________
 EZ2475* NAD 83(1986)-  35 39 06.     (N)    078 21 41.     (W)     SCALED    
 EZ2475* NAVD 88     -        84.357  (meters)     276.76   (feet)  ADJUSTED  
 EZ2475  ___________________________________________________________________
 EZ2475  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EZ2475  DYNAMIC HT  -          84.282 (meters)     276.52  (feet)  COMP
 EZ2475  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 EZ2475
 EZ2475  VERT ORDER  -  SECOND    CLASS II
 EZ2475
 EZ2475.The horizontal coordinates were scaled from a topographic map and have
 EZ2475.an estimated accuracy of +/- 6 seconds.
 EZ2475
 EZ2475.The orthometric height was determined by differential leveling
 EZ2475.and adjusted in June 1991.
 EZ2475
 EZ2475.The geoid height was determined by GEOID03.
 EZ2475
 EZ2475.The dynamic height is computed by dividing the NAVD 88
 EZ2475.geopotential number by the normal gravity value computed on the
 EZ2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2475.degrees latitude (g = 980.6199 gals.).
 EZ2475
 EZ2475.The modeled gravity was interpolated from observed gravity values.
 EZ2475
 EZ2475;                    North         East    Units  Estimated Accuracy
 EZ2475;SPC NC       -   211,140.      667,430.      MT  (+/- 180 meters Scaled)
 EZ2475
 EZ2475                          SUPERSEDED SURVEY CONTROL
 EZ2475
 EZ2475  NGVD 29 (??/??/92)   84.650  (m)          277.72   (f) ADJ UNCH    2 2
 EZ2475
 EZ2475.Superseded values are not recommended for survey control.
 EZ2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2475.See file dsdata.txt to determine how the superseded data were derived.
 EZ2475
 EZ2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV388485(NAD 83)
 EZ2475_MARKER: DD = SURVEY DISK
 EZ2475_SETTING: 0 = UNSPECIFIED SETTING
 EZ2475_STAMPING: 81 DRD 1960
 EZ2475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2475
 EZ2475  HISTORY     - Date     Condition        Report By
 EZ2475  HISTORY     - 1960     MONUMENTED       NCGS
 EZ2475  HISTORY     - 1976     GOOD             NCGS
 EZ2475  HISTORY     - 20060607 GOOD             GEOCAC
 EZ2475
 EZ2475                          STATION DESCRIPTION
 EZ2475
 EZ2475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2475'3.8 MI S FROM ARCHERS LODGE.
 EZ2475'TO REACH STATION FROM INTERSECTION OF NC 42 AND US 70 SOUTHEAST OF
 EZ2475'CLAYTON, PROCEED EAST ALONG NC 42 FOR 4.95 MILES TO JIMMY FLOWERS OLD
 EZ2475'STORE AND GAS STATION ON LEFT AND STATION IN WESTERNMOST CONCRETE
 EZ2475'ISLAND OF DIESEL FUEL PUMP, 0.95 MILE WEST OF INTERSECTION WITH SR
 EZ2475'1003 AT FLOWERS CROSSROADS.  67.6 FT. N OF CENTERLINE OF NC 42, 31.8
 EZ2475'FT. SSW OF CENTER OF FRONT ENTRANCE TO STORE AND 2.5 FT. WSW OF
 EZ2475'WESTERNMOST IRON SUPPORT POST.  DISK SET FLUSH IN DRILL HOLE.
 EZ2475
 EZ2475                          STATION RECOVERY (2006)
 EZ2475
 EZ2475'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2475'RECOVERED AS DESCRIBED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 EZ2475'OF NC-42 AND SR1704 (MOTORCYCLE ROAD). THE STORE IS CLOSED BUT THE
 EZ2475'BUILDING IS BEING MAINTAINED IN GOOD CONDITION.
 EZ2475'HH2 COORDINATES  N35 39 06.12, W78 21 40.68.
 EZ2475' 
 EZ2475' 
 EZ2475' 
 EZ2475' 
 EZ2475' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0051 ***********************************************************************
 FA0051  DESIGNATION -  811
 FA0051  PID         -  FA0051
 FA0051  STATE/COUNTY-  NC/DAVIDSON
 FA0051  USGS QUAD   -  LEXINGTON WEST (1994)
 FA0051
 FA0051                         *CURRENT SURVEY CONTROL
 FA0051  ___________________________________________________________________
 FA0051* NAD 83(1986)-  35 49 26.     (N)    080 15 12.     (W)     SCALED    
 FA0051* NAVD 88     -       246.491  (meters)     808.70   (feet)  ADJUSTED  
 FA0051  ___________________________________________________________________
 FA0051  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA0051  DYNAMIC HT  -         246.273 (meters)     807.98  (feet)  COMP
 FA0051  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 FA0051
 FA0051  VERT ORDER  -  FIRST     CLASS I
 FA0051
 FA0051.The horizontal coordinates were scaled from a topographic map and have
 FA0051.an estimated accuracy of +/- 6 seconds.
 FA0051
 FA0051.The orthometric height was determined by differential leveling
 FA0051.and adjusted in June 1991.
 FA0051.WARNING-Repeat measurements at this control monument indicate possible
 FA0051.vertical movement.
 FA0051
 FA0051.The geoid height was determined by GEOID03.
 FA0051
 FA0051.The dynamic height is computed by dividing the NAVD 88
 FA0051.geopotential number by the normal gravity value computed on the
 FA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0051.degrees latitude (g = 980.6199 gals.).
 FA0051
 FA0051.The modeled gravity was interpolated from observed gravity values.
 FA0051
 FA0051;                    North         East    Units  Estimated Accuracy
 FA0051;SPC NC       -   230,780.      496,360.      MT  (+/- 180 meters Scaled)
 FA0051
 FA0051                          SUPERSEDED SURVEY CONTROL
 FA0051
 FA0051  NGVD 29 (??/??/92)  246.713  (m)          809.42   (f) ADJ UNCH    1 1
 FA0051
 FA0051.Superseded values are not recommended for survey control.
 FA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0051.See file dsdata.txt to determine how the superseded data were derived.
 FA0051
 FA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV674646(NAD 83)
 FA0051_MARKER: DD = SURVEY DISK
 FA0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0051_SP_SET: BUILDING
 FA0051_STAMPING: 809.487 811
 FA0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0051+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 FA0051
 FA0051  HISTORY     - Date     Condition        Report By
 FA0051  HISTORY     - UNK      MONUMENTED       USGS
 FA0051  HISTORY     - 1967     GOOD             NGS
 FA0051  HISTORY     - 1985     GOOD             USPSQD
 FA0051  HISTORY     - 20050109 GOOD             GEOCAC
 FA0051
 FA0051                          STATION DESCRIPTION
 FA0051
 FA0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0051'0.2 MI N FROM LEXINGTON.
 FA0051'ABOUT 0.2 MILE NORTHWEST ALONG EAST FIRST AVENUE FROM THE
 FA0051'SOUTHERN RAILWAY COMPANY RAILROAD STATION AT LEXINGTON, THENCE
 FA0051'0.05 MILE NORTHEAST ALONG SOUTH MAIN STREET, SET VERTICALLY IN
 FA0051'THE NORTHEAST FACE OF THE NORTHEAST STONE FOUNDATION OF THE
 FA0051'DAVIDSON COUNTY COURTHOUSE, 7.0 FEET NORTHWEST OF THE EAST CORNER
 FA0051'OF THE COURTHOUSE AND BEHIND A TELEPHONE BOOTH, 7 1/2 FEET
 FA0051'NORTHWEST OF THE NORTHWEST EDGE OF THE STONE STEPS WHICH LEAD
 FA0051'TO THE MAIN ENTRANCE OF THE COURTHOUSE, 0.6 FOOT BELOW THE TOP
 FA0051'OF THE WATER TABLE, AND 2.7 FEET ABOVE THE LEVEL OF A SIDEWALK.
 FA0051
 FA0051                          STATION RECOVERY (1985)
 FA0051
 FA0051'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FA0051'RECOVERED IN GOOD CONDITION.
 FA0051
 FA0051                          STATION RECOVERY (2005)
 FA0051
 FA0051'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 FA0051'THE USGS BM DISK IS SET VERTICALLY IN THE NORTHEAST FACE OF THE
 FA0051'NORTHEAST STONE FOUNDATION OF THE DAVIDSON COUNTY COURTHOUSE, 7.0 FEET
 FA0051'NORTHWEST OF THE EAST CORNER OF THE COURTHOUSE AND BEHIND A WHEELCHAIR
 FA0051'RAMP LEADING TO THE MAIN ENTRANCE, ABOUT 1.0 FEET
 FA0051'SOUTHWEST OF THE SOUTHWEST SIDE OF THE RAMP, 0.6 FEET BELOW THE TOP OF
 FA0051'THE WATER TABLE, 0.3 FEET BELOW THE TOP OF THE RAMP, AND 2.7 FEET
 FA0051'ABOVE THE LEVEL OF THE SIDEWALK.  THE DISK IS STAMPED 809.487 FEET
 FA0051'ABOVE SEA LEVEL 811.  HANDHELD COORIDNATES ARE N35-49-27.30
 FA0051'W080-15-13.26.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0226 ***********************************************************************
 FA0226  DESIGNATION -  816 RESET
 FA0226  PID         -  FA0226
 FA0226  STATE/COUNTY-  NC/MECKLENBURG
 FA0226  USGS QUAD   -  DERITA (1993)
 FA0226
 FA0226                         *CURRENT SURVEY CONTROL
 FA0226  ___________________________________________________________________
 FA0226* NAD 83(1986)-  35 17 39.     (N)    080 47 53.     (W)     SCALED    
 FA0226* NAVD 88     -       247.248  (meters)     811.18   (feet)  ADJUSTED  
 FA0226  ___________________________________________________________________
 FA0226  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA0226  DYNAMIC HT  -         247.023 (meters)     810.44  (feet)  COMP
 FA0226  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FA0226
 FA0226  VERT ORDER  -  SECOND    CLASS 0
 FA0226
 FA0226.The horizontal coordinates were scaled from a topographic map and have
 FA0226.an estimated accuracy of +/- 6 seconds.
 FA0226
 FA0226.The orthometric height was determined by differential leveling
 FA0226.and adjusted in June 1991.
 FA0226
 FA0226.The geoid height was determined by GEOID03.
 FA0226
 FA0226.The dynamic height is computed by dividing the NAVD 88
 FA0226.geopotential number by the normal gravity value computed on the
 FA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0226.degrees latitude (g = 980.6199 gals.).
 FA0226
 FA0226.The modeled gravity was interpolated from observed gravity values.
 FA0226
 FA0226;                    North         East    Units  Estimated Accuracy
 FA0226;SPC NC       -   172,780.      446,080.      MT  (+/- 180 meters Scaled)
 FA0226
 FA0226                          SUPERSEDED SURVEY CONTROL
 FA0226
 FA0226  NGVD 29 (??/??/92)  247.468  (m)          811.90   (f) ADJ UNCH    2 0
 FA0226
 FA0226.Superseded values are not recommended for survey control.
 FA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0226.See file dsdata.txt to determine how the superseded data were derived.
 FA0226
 FA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV183056(NAD 83)
 FA0226_MARKER: DD = SURVEY DISK
 FA0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FA0226_SP_SET: CONCRETE-FILLED SHEET IRON PIPE
 FA0226_STAMPING: 811.908 ADJ 1903
 FA0226_MARK LOGO: USGS  
 FA0226_MAGNETIC: P = MARKER IS A STEEL PIPE
 FA0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0226+STABILITY: SURFACE MOTION
 FA0226
 FA0226  HISTORY     - Date     Condition        Report By
 FA0226  HISTORY     - 1932     MONUMENTED       CGS
 FA0226  HISTORY     - 1965     GOOD             CGS
 FA0226  HISTORY     - 20030423 POOR             USPSQD
 FA0226
 FA0226                          STATION DESCRIPTION
 FA0226
 FA0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FA0226'AT DERITA.
 FA0226'ON CHARLOTTE-WINSTON SALEM LINE OF SOUTHERN RAILWAY, ON CONCRETE
 FA0226'POST 100 FEET SOUTH OF STATION SIGN, 15 FEET WEST OF WEST RAIL,
 FA0226'AND 1 FOOT BELOW BASE OF RAIL.
 FA0226
 FA0226                          STATION RECOVERY (1965)
 FA0226
 FA0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 FA0226'AT DERITA.
 FA0226'SET IN A 6-INCH CONCRETE-FILLED SHEET IRON PIPE THAT PROJECTS
 FA0226'6 INCHES FROM A MASS OF CONCRETE AND 3 INCHES FROM THE GROUND.
 FA0226'70 FEET SOUTH-SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING,
 FA0226'17 FEET EAST OF THE CENTER OF A DIRT ROAD, 15 FEET WEST OF THE
 FA0226'WEST RAIL OF THE SOUTHERN RAILWAY TRACKS AND 4.5 FEET NORTHEAST
 FA0226'OF A TELEPHONE POLE.  TO REACH FROM THE BRICK GATEPOSTS IN
 FA0226'FRONT OF THE SCHOOL BUILDING AT DERITA, GO SOUTH ON THE MAIN
 FA0226'ROAD FOR ABOUT 300 FEET TO A DIRT ROAD OR DRIVEWAY ON THE
 FA0226'RIGHT AT THE SOUTHEAST CORNER OF A BRICK BUILDING, TURN RIGHT
 FA0226'AND GO 200 FEET TO THE RAILROAD CROSSING, AND THE MARK ON THE
 FA0226'LEFT.
 FA0226
 FA0226                          STATION RECOVERY (2003)
 FA0226
 FA0226'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA0226'PIPE IS SOLID IN GROUND, BUT CAP IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1122 ***********************************************************************
 FY1122  DESIGNATION -  818 RESET
 FY1122  PID         -  FY1122
 FY1122  STATE/COUNTY-  NC/GUILFORD
 FY1122  USGS QUAD   -  GREENSBORO (1994)
 FY1122
 FY1122                         *CURRENT SURVEY CONTROL
 FY1122  ___________________________________________________________________
 FY1122* NAD 83(1986)-  36 03 59.     (N)    079 47 44.     (W)     SCALED    
 FY1122* NAVD 88     -       249.148  (meters)     817.41   (feet)  ADJUSTED  
 FY1122  ___________________________________________________________________
 FY1122  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FY1122  DYNAMIC HT  -         248.941 (meters)     816.73  (feet)  COMP
 FY1122  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 FY1122
 FY1122  VERT ORDER  -  FIRST     CLASS I
 FY1122
 FY1122.The horizontal coordinates were scaled from a topographic map and have
 FY1122.an estimated accuracy of +/- 6 seconds.
 FY1122
 FY1122.The orthometric height was determined by differential leveling
 FY1122.and adjusted in June 1991.
 FY1122.WARNING-Repeat measurements at this control monument indicate possible
 FY1122.vertical movement.
 FY1122
 FY1122.The geoid height was determined by GEOID03.
 FY1122
 FY1122.The dynamic height is computed by dividing the NAVD 88
 FY1122.geopotential number by the normal gravity value computed on the
 FY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1122.degrees latitude (g = 980.6199 gals.).
 FY1122
 FY1122.The modeled gravity was interpolated from observed gravity values.
 FY1122
 FY1122;                    North         East    Units  Estimated Accuracy
 FY1122;SPC NC       -   257,250.      537,930.      MT  (+/- 180 meters Scaled)
 FY1122
 FY1122                          SUPERSEDED SURVEY CONTROL
 FY1122
 FY1122  NGVD 29 (??/??/92)  249.381  (m)          818.18   (f) ADJ UNCH    1 1
 FY1122
 FY1122.Superseded values are not recommended for survey control.
 FY1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1122.See file dsdata.txt to determine how the superseded data were derived.
 FY1122
 FY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV084919(NAD 83)
 FY1122_MARKER: DB = BENCH MARK DISK
 FY1122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FY1122_SP_SET: OVERPASS ABUTMENT
 FY1122_STAMPING: 818.289 1905 1907
 FY1122_MARK LOGO: USGS  
 FY1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1122+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 FY1122
 FY1122  HISTORY     - Date     Condition        Report By
 FY1122  HISTORY     - 1905     MONUMENTED       USGS
 FY1122  HISTORY     - 1967     GOOD             CGS
 FY1122  HISTORY     - 20040806 GOOD             NGS
 FY1122  HISTORY     - 20050209 GOOD             GEOCAC
 FY1122  HISTORY     - 20060802 GOOD             USPSQD
 FY1122
 FY1122                          STATION DESCRIPTION
 FY1122
 FY1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1122'0.6 MI W FROM GREENSBORO.
 FY1122'ABOUT 0.6 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1122'FROM THE STATION AT GREENSBORO, A U.S. GEOLOGICAL SURVEY DISK
 FY1122'SET VERTICALLY IN THE WEST FACE AND 1.6 FEET SOUTH OF THE NORTH
 FY1122'END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS FOR
 FY1122'THE NORTHWEST-SOUTHEAST RAILROAD TRACK, 5 1/2 FEET EAST OF THE
 FY1122'EAST RAIL OF THE NORTHWEST-SOUTHEAST TRACK, AND ABOUT 6 1/2 FEET
 FY1122'ABOVE THE LEVEL OF THE TRACK.
 FY1122
 FY1122                          STATION RECOVERY (2004)
 FY1122
 FY1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FY1122'0.2 KM SOUTHERLY ALONG EDWARD R MORROW BOULEVARD FROM THE POST OFFICE
 FY1122'IN  GREENSBORO, THENCE 1.3 KM WESTERLY ALONG FRIENDLY AVENUE, THENCE
 FY1122'0.5 KM SOUTHERLY  ALONG SPRING STREET, THENCE 0.2 EASTERLY ALONG MCGEE
 FY1122'STREET, THENCE 0.25 KM SOUTHERLY  ALONG EDGEWORTH STREET, THENCE 0.1
 FY1122'KM SOUTHEASTERLY ALONG A RAILROAD (ABANDONED),  SET VERTICALLY IN THE
 FY1122'WEST FACE OF THE EAST CONCRETE ABUTMENT OF A NORTHERN PACIFIC
 FY1122'RAILROAD OVERPASS OF THE RAILROAD, 1.8 M ABOVE THE LEVEL OF THE TRACK,
 FY1122'AND 1.7 M EAST OF  THE NEAR RAIL.  NOTE--THE MARK IS ON PROPERTY OWNED
 FY1122'BY THE NORTHERN PACIFIC RAILROAD.
 FY1122
 FY1122                          STATION RECOVERY (2005)
 FY1122
 FY1122'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY1122'RECOVERED AS DESCRIBED.
 FY1122' 
 FY1122
 FY1122                          STATION RECOVERY (2006)
 FY1122
 FY1122'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1174 ***********************************************************************
 FY1174  DESIGNATION -  829
 FY1174  PID         -  FY1174
 FY1174  STATE/COUNTY-  NC/ROCKINGHAM
 FY1174  USGS QUAD   -  ELLISBORO (1971)
 FY1174
 FY1174                         *CURRENT SURVEY CONTROL
 FY1174  ___________________________________________________________________
 FY1174* NAD 83(1986)-  36 20 05.     (N)    079 58 38.     (W)     SCALED    
 FY1174* NAVD 88     -       252.339  (meters)     827.88   (feet)  ADJUSTED  
 FY1174  ___________________________________________________________________
 FY1174  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 FY1174  DYNAMIC HT  -         252.116 (meters)     827.15  (feet)  COMP
 FY1174  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 FY1174
 FY1174  VERT ORDER  -  FIRST     CLASS II
 FY1174
 FY1174.The horizontal coordinates were scaled from a topographic map and have
 FY1174.an estimated accuracy of +/- 6 seconds.
 FY1174
 FY1174.The orthometric height was determined by differential leveling
 FY1174.and adjusted in June 1991.
 FY1174
 FY1174.The geoid height was determined by GEOID03.
 FY1174
 FY1174.The dynamic height is computed by dividing the NAVD 88
 FY1174.geopotential number by the normal gravity value computed on the
 FY1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1174.degrees latitude (g = 980.6199 gals.).
 FY1174
 FY1174.The modeled gravity was interpolated from observed gravity values.
 FY1174
 FY1174;                    North         East    Units  Estimated Accuracy
 FY1174;SPC NC       -   287,170.      521,860.      MT  (+/- 180 meters Scaled)
 FY1174
 FY1174                          SUPERSEDED SURVEY CONTROL
 FY1174
 FY1174  NGVD 29 (??/??/92)  252.540  (m)          828.54   (f) ADJ UNCH    1 2
 FY1174
 FY1174.Superseded values are not recommended for survey control.
 FY1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1174.See file dsdata.txt to determine how the superseded data were derived.
 FY1174
 FY1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA917215(NAD 83)
 FY1174_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1174_STAMPING: 828.696 1905
 FY1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1174
 FY1174  HISTORY     - Date     Condition        Report By
 FY1174  HISTORY     - 1905     MONUMENTED       USGS
 FY1174  HISTORY     - 1965     GOOD             NGS
 FY1174  HISTORY     - 1987     GOOD             USPSQD
 FY1174  HISTORY     - 19950708 GOOD             USPSQD
 FY1174
 FY1174                          STATION DESCRIPTION
 FY1174
 FY1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FY1174'7.2 MI N FROM STOKESDALE.
 FY1174'0.2 MILES NORTHWEST ALONG U.S. HIGHWAY 158 FROM THE SOUTHERN
 FY1174'RAILWAY STATION AT STOKESDALE, THENCE 7.0 MILES NORTH ALONG A
 FY1174'PAVED ROAD, ALSO ABOUT 1.30 MILES EAST ALONG STATE HIGHWAY 704
 FY1174'FROM THE JUNCTION OF U.S. HIGHWAY 311 AT MADISON, THENCE 0.50
 FY1174'MILE SOUTH ALONG U.S. HIGHWAY 220, THENCE 3.1 MILES SOUTHWEST
 FY1174'ALONG A PAVED ROAD, ABOUT 0.35 MILE SOUTHWEST OF THE ELLISBORO
 FY1174'BAPTIST CHURCH, ABOUT 0.15 MILE NORTHEAST OF A Y JUNCTION AT
 FY1174'ELLISBORO, ABOUT 115 YARDS SOUTHWEST OF THE CENTER OF THE
 FY1174'JUNCTION OF THE ROAD AND A PRIVATE DRIVE LEADING NORTHWEST TO
 FY1174'A BRICK HOUSE, 47 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 FY1174'THE ROAD, 19 1/2 FEET NORTHWEST OF A FENCE, ABOUT 3 FEET ABOVE
 FY1174'THE LEVEL OF THE ROAD, AND IS A USGS CAP ON A 3 1/2-INCH PIPE
 FY1174'PROJECTING 12 INCHES.
 FY1174
 FY1174                          STATION RECOVERY (1987)
 FY1174
 FY1174'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY1174'RECOVERED IN GOOD CONDITION.
 FY1174
 FY1174                          STATION RECOVERY (1995)
 FY1174
 FY1174'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9435 ***********************************************************************
 DE9435  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9435  DESIGNATION -  82E 200
 DE9435  PID         -  DE9435
 DE9435  STATE/COUNTY-  NC/GUILFORD
 DE9435  USGS QUAD   -  GREENSBORO (1994)
 DE9435
 DE9435                         *CURRENT SURVEY CONTROL
 DE9435  ___________________________________________________________________
 DE9435* NAD 83(2007)-  36 07 01.90002(N)    079 51 27.58970(W)     ADJUSTED  
 DE9435* NAVD 88     -       264.34   (meters)     867.3    (feet)  GPS OBS   
 DE9435  ___________________________________________________________________
 DE9435  EPOCH DATE  -        2002.00
 DE9435  X           -     908,387.349 (meters)                     COMP
 DE9435  Y           -  -5,077,922.042 (meters)                     COMP
 DE9435  Z           -   3,738,841.559 (meters)                     COMP
 DE9435  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 DE9435  ELLIP HEIGHT-         232.978 (meters)          (02/10/07) ADJUSTED
 DE9435  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DE9435
 DE9435  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9435  Type    PID    Designation                      North   East  Ellip
 DE9435  -------------------------------------------------------------------
 DE9435  NETWORK DE9435 82E 200                           1.23   1.00   1.84
 DE9435  -------------------------------------------------------------------
 DE9435
 DE9435.The horizontal coordinates were established by GPS observations
 DE9435.and adjusted by the National Geodetic Survey in February 2007.
 DE9435
 DE9435.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9435.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9435.The horizontal coordinates are valid at the epoch date displayed above.
 DE9435.The epoch date for horizontal control is a decimal equivalence
 DE9435.of Year/Month/Day.
 DE9435
 DE9435.The orthometric height was determined by GPS observations and a
 DE9435.high-resolution geoid model.
 DE9435.The orthometric height was determined by GPS observations and a
 DE9435.high-resolution geoid model using precise GPS observation and
 DE9435.processing techniques.
 DE9435
 DE9435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9435
 DE9435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9435
 DE9435.The ellipsoidal height was determined by GPS observations
 DE9435.and is referenced to NAD 83.
 DE9435
 DE9435.The geoid height was determined by GEOID03.
 DE9435
 DE9435;                    North         East     Units Scale Factor Converg.
 DE9435;SPC NC       -   262,937.806   532,387.663   MT  0.99998657   -0 29 42.1
 DE9435;SPC NC       -   862,655.12  1,746,675.19   sFT  0.99998657   -0 29 42.1
 DE9435;UTM  17      - 3,997,551.288   602,805.597   MT  0.99973022   +0 40 24.2
 DE9435
 DE9435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9435!SPC NC       -   0.99996344  x   0.99998657  =   0.99995001
 DE9435!UTM  17      -   0.99996344  x   0.99973022  =   0.99969367
 DE9435
 DE9435                          SUPERSEDED SURVEY CONTROL
 DE9435
 DE9435  NAD 83(2001)-  36 07 01.90040(N)    079 51 27.58938(W) AD(       ) 1
 DE9435  ELLIP H (03/13/03)  232.977  (m)                       GP(       ) 4 2
 DE9435  NAD 83(1986)-  36 07 01.90648(N)    079 51 27.59737(W) AD(       ) 1
 DE9435
 DE9435.Superseded values are not recommended for survey control.
 DE9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9435.See file dsdata.txt to determine how the superseded data were derived.
 DE9435
 DE9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0280697551(NAD 83)
 DE9435_MARKER: DD = SURVEY DISK
 DE9435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9435_STAMPING: 82E200 1999
 DE9435_MARK LOGO: NC1940
 DE9435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9435+STABILITY: SURFACE MOTION
 DE9435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9435+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9435
 DE9435  HISTORY     - Date     Condition        Report By
 DE9435  HISTORY     - 1999     MONUMENTED       NC1940
 DE9435
 DE9435                          STATION DESCRIPTION
 DE9435
 DE9435'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9435'STATION IS ABOUT 4.8 MI (7.7 KM) NORTHWEST OF THE DOWNTOWN GREENSBORO
 DE9435'GOVERNMENT PLAZA, IN THE FRIENDLY ACRES COMMUNITY.
 DE9435'ALONG JOSEPH BRYAN BOULEVARD, 0.5 MI (0.8 KM) WEST OF WESTRIDGE ROAD
 DE9435'OVERPASS, AND SOUTH OF THE--WESTRIDGE ROAD, NEW GARDEN-GUILFORD
 DE9435'COLLEGE ROAD--SIGN AND IN MEDIAN OF BOULEVARD.
 DE9435'MARK IS ABOUT LEVEL WITH THE ROAD AND PROJECTING 1-INCH ABOVE THE
 DE9435'GROUND. LOCATED 20.0 FT (6.1 M) NORTHEAST OF THE CENTERLINE OF
 DE9435'EASTBOUND LANES, OR 6.2 FT (1.9 M) NORTHEAST OF EDGE OF PAVEMENT, 49.3
 DE9435'FT (15.0 M) SOUTHWEST OF CENTERLINE OF WESTBOUND LANES, 14.2 FT (4.3
 DE9435'M) SOUTHWEST OF CENTER OF DITCH, AND 232.6 FT (70.9 M) SOUTHEAST OF A
 DE9435'METAL DRAINAGE GRATE (ALSO IN MEDIAN).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2464 ***********************************************************************
 EZ2464  DESIGNATION -  83 DRD
 EZ2464  PID         -  EZ2464
 EZ2464  STATE/COUNTY-  NC/JOHNSTON
 EZ2464  USGS QUAD   -  CLAYTON (1993)
 EZ2464
 EZ2464                         *CURRENT SURVEY CONTROL
 EZ2464  ___________________________________________________________________
 EZ2464* NAD 83(1986)-  35 41 35.     (N)    078 22 31.     (W)     SCALED    
 EZ2464* NAVD 88     -       102.636  (meters)     336.73   (feet)  ADJUSTED  
 EZ2464  ___________________________________________________________________
 EZ2464  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EZ2464  DYNAMIC HT  -         102.545 (meters)     336.43  (feet)  COMP
 EZ2464  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 EZ2464
 EZ2464  VERT ORDER  -  SECOND    CLASS II
 EZ2464
 EZ2464.The horizontal coordinates were scaled from a topographic map and have
 EZ2464.an estimated accuracy of +/- 6 seconds.
 EZ2464
 EZ2464.The orthometric height was determined by differential leveling
 EZ2464.and adjusted in June 1991.
 EZ2464
 EZ2464.The geoid height was determined by GEOID03.
 EZ2464
 EZ2464.The dynamic height is computed by dividing the NAVD 88
 EZ2464.geopotential number by the normal gravity value computed on the
 EZ2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2464.degrees latitude (g = 980.6199 gals.).
 EZ2464
 EZ2464.The modeled gravity was interpolated from observed gravity values.
 EZ2464
 EZ2464;                    North         East    Units  Estimated Accuracy
 EZ2464;SPC NC       -   215,720.      666,140.      MT  (+/- 180 meters Scaled)
 EZ2464
 EZ2464                          SUPERSEDED SURVEY CONTROL
 EZ2464
 EZ2464  NGVD 29 (??/??/92)  102.929  (m)          337.69   (f) ADJ UNCH    2 2
 EZ2464
 EZ2464.Superseded values are not recommended for survey control.
 EZ2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2464.See file dsdata.txt to determine how the superseded data were derived.
 EZ2464
 EZ2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV375530(NAD 83)
 EZ2464_MARKER: DD = SURVEY DISK
 EZ2464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2464_SP_SET: BASE
 EZ2464_STAMPING: 83 DRD 1960
 EZ2464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2464
 EZ2464  HISTORY     - Date     Condition        Report By
 EZ2464  HISTORY     - 1960     MONUMENTED       NCGS
 EZ2464  HISTORY     - 1976     GOOD             NCGS
 EZ2464  HISTORY     - 20050820 MARK NOT FOUND   GEOCAC
 EZ2464
 EZ2464                          STATION DESCRIPTION
 EZ2464
 EZ2464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2464'IN ARCHERS LODGE.
 EZ2464'STATION IS LOCATED IN NORTHWEST SECTION OF COMMUNITY ON GROUNDS OF THE
 EZ2464'OLD SCHOOL HOUSE IN THE CONCRETE BASE OF THE SOUTHEASTERNMOST LEG OF
 EZ2464'THE ARCHERS LODGE WATER TANK.  202.8 FT. SW OF CENTERLINE OF SR 1003,
 EZ2464'173.4 FT. WNW OF CENTERLINE OF SR 1702, 15.1 FT. NNW OF
 EZ2464'NORTHEASTERNMOST CORNER OF BRICK REST ROOMS, AND 90.5 FT. ESE OF
 EZ2464'BASEBALL FIELD LIGHT POLE WITH TRANSFORMER AND ALUMINUM REF. TAG. DISK
 EZ2464'IS SET IN DRILL HOLE FLUSH IN CONCRETE.
 EZ2464
 EZ2464                          STATION RECOVERY (2005)
 EZ2464
 EZ2464'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2464'THE SCHOOL HAS BEEN DEMOLISHED. THE SITE IS OCCUPIED BY THE ARCHERS
 EZ2464'LODGE COMMUNITY CENTER BUILDING. THE WATER TANK HAS BEEN LOWERED TO
 EZ2464'THE GROUND AND WAS FOUND 150 FEET FROM THE INDICATED POSITION. THE
 EZ2464'TANK S FOUNDATION (CONTAINING 83-DRD) WAS SEARCHED FOR BUT NOT FOUND.
 EZ2464' 
 EZ2464' 
 EZ2464'IT WAS OBSERVED THAT A NEW WATER TANK HAS BEEN CONSTRUCTED NEARBY.
 EZ2464' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1458 ***********************************************************************
 EB1458  DESIGNATION -  83 MEA
 EB1458  PID         -  EB1458
 EB1458  STATE/COUNTY-  NC/PENDER
 EB1458  USGS QUAD   -  ATKINSON (1984)
 EB1458
 EB1458                         *CURRENT SURVEY CONTROL
 EB1458  ___________________________________________________________________
 EB1458* NAD 83(1986)-  34 31 19.     (N)    078 10 43.     (W)     SCALED    
 EB1458* NAVD 88     -        19.399  (meters)      63.64   (feet)  ADJUSTED  
 EB1458  ___________________________________________________________________
 EB1458  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EB1458  DYNAMIC HT  -          19.380 (meters)      63.58  (feet)  COMP
 EB1458  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EB1458
 EB1458  VERT ORDER  -  FIRST     CLASS II
 EB1458
 EB1458.The horizontal coordinates were scaled from a topographic map and have
 EB1458.an estimated accuracy of +/- 6 seconds.
 EB1458
 EB1458.The orthometric height was determined by differential leveling
 EB1458.and adjusted in June 1991.
 EB1458
 EB1458.The geoid height was determined by GEOID03.
 EB1458
 EB1458.The dynamic height is computed by dividing the NAVD 88
 EB1458.geopotential number by the normal gravity value computed on the
 EB1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1458.degrees latitude (g = 980.6199 gals.).
 EB1458
 EB1458.The modeled gravity was interpolated from observed gravity values.
 EB1458
 EB1458;                    North         East    Units  Estimated Accuracy
 EB1458;SPC NC       -    85,950.      685,010.      MT  (+/- 180 meters Scaled)
 EB1458
 EB1458                          SUPERSEDED SURVEY CONTROL
 EB1458
 EB1458  NGVD 29 (10/06/93)   19.663  (m)           64.51   (f) ADJUSTED    1 2
 EB1458
 EB1458.Superseded values are not recommended for survey control.
 EB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1458.See file dsdata.txt to determine how the superseded data were derived.
 EB1458
 EB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU589236(NAD 83)
 EB1458_MARKER: DB = BENCH MARK DISK
 EB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1458_SP_SET: CONCRETE POST
 EB1458_STAMPING: 83 MEA 1980
 EB1458_MARK LOGO: USGS  
 EB1458_PROJECTION: PROJECTING 10 CENTIMETERS
 EB1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1458+STABILITY: SURFACE MOTION
 EB1458
 EB1458  HISTORY     - Date     Condition        Report By
 EB1458  HISTORY     - 1980     MONUMENTED       USGS
 EB1458  HISTORY     - 1980     GOOD             NCGS
 EB1458
 EB1458                          STATION DESCRIPTION
 EB1458
 EB1458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1458'0.6 MI SW FROM ATKINSON.
 EB1458'0.65 MILE SOUTHWEST ALONG N.C. 11-53 FROM INTERSECTION WITH SR 1126
 EB1458'-FIRST AVENUE-IN ATKINSON, AT A WOODS ROAD ON SOUTHEAST SIDE OF
 EB1458'HIGHWAY, APPROXIMATELY 150 FEET SOUTHWEST OF SOUTHWEST END OF HIGHWAY
 EB1458'CURVE AND 0.25 MILE NORTHEAST OF SR 1204, 33.4 FEET SOUTHEAST OF
 EB1458'CENTERLINE OF HIGHWAY, 12.2 FEET SOUTH OF CENTERLINE OF WOODS ROAD
 EB1458'AND 13.6 FEET NORTHEAST OF SOUTH END OF CULVERT.  THIS IS A STANDARD
 EB1458'USGS DISK.
 EB1458'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0382 ***********************************************************************
 FA0382  DESIGNATION -  84 EGB
 FA0382  PID         -  FA0382
 FA0382  STATE/COUNTY-  NC/MECKLENBURG
 FA0382  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA0382
 FA0382                         *CURRENT SURVEY CONTROL
 FA0382  ___________________________________________________________________
 FA0382* NAD 83(1986)-  35 09 36.     (N)    080 48 00.     (W)     SCALED    
 FA0382* NAVD 88     -       197.564  (meters)     648.17   (feet)  ADJUSTED  
 FA0382  ___________________________________________________________________
 FA0382  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA0382  DYNAMIC HT  -         197.384 (meters)     647.58  (feet)  COMP
 FA0382  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 FA0382
 FA0382  VERT ORDER  -  SECOND    CLASS II
 FA0382
 FA0382.The horizontal coordinates were scaled from a topographic map and have
 FA0382.an estimated accuracy of +/- 6 seconds.
 FA0382
 FA0382.The orthometric height was determined by differential leveling
 FA0382.and adjusted in June 1991.
 FA0382
 FA0382.The geoid height was determined by GEOID03.
 FA0382
 FA0382.The dynamic height is computed by dividing the NAVD 88
 FA0382.geopotential number by the normal gravity value computed on the
 FA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0382.degrees latitude (g = 980.6199 gals.).
 FA0382
 FA0382.The modeled gravity was interpolated from observed gravity values.
 FA0382
 FA0382;                    North         East    Units  Estimated Accuracy
 FA0382;SPC NC       -   157,900.      445,630.      MT  (+/- 180 meters Scaled)
 FA0382
 FA0382                          SUPERSEDED SURVEY CONTROL
 FA0382
 FA0382  NGVD 29 (??/??/92)  197.793  (m)          648.93   (f) ADJ UNCH    2 0
 FA0382
 FA0382.Superseded values are not recommended for survey control.
 FA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0382.See file dsdata.txt to determine how the superseded data were derived.
 FA0382
 FA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU182908(NAD 83)
 FA0382_MARKER: DB = BENCH MARK DISK
 FA0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA0382_SP_SET: CULVERT HEADWALL
 FA0382_STAMPING: 84 EGB 1965 648
 FA0382_MARK LOGO: USGS  
 FA0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0382+STABILITY: SURFACE MOTION
 FA0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0382+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 FA0382
 FA0382  HISTORY     - Date     Condition        Report By
 FA0382  HISTORY     - 1965     MONUMENTED       USGS
 FA0382  HISTORY     - 1972     GOOD             NCGS
 FA0382  HISTORY     - 1988     GOOD             USPSQD
 FA0382  HISTORY     - 1989     GOOD             USPSQD
 FA0382  HISTORY     - 19990126 GOOD             NCGS
 FA0382  HISTORY     - 20041120 GOOD             USPSQD
 FA0382
 FA0382                          STATION DESCRIPTION
 FA0382
 FA0382'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0382'IN CHARLOTTE.
 FA0382'STATION IS ABOUT 5.3 MI. SE OF INTERSECTION OF TRADE AND TRYON
 FA0382'STS. IN DOWNTOWN CHARLOTTE, 0.9 MI. SE OF INTERSECTION OF NC
 FA0382'16 (PROVIDENCE RD.) AND S. SHARON AMITY RD., AND IN THE SE
 FA0382'CORNER OF RETAINING WALL OF CULVERT UNDER NC 16 AT MC MULLEN
 FA0382'CREEK, 30.0 FT W OF C/L OF S BOUND LANE OF NC 16, 68.0 FT NW OF
 FA0382'A PP (NUMBERS 45 AND 160), AND 77.0 FT SSE OF SOUTHERNMOST POLE
 FA0382'OF H-FRAME PP.  DISK IS SET IN CORNER OF RETAINING WALL.
 FA0382
 FA0382                          STATION RECOVERY (1988)
 FA0382
 FA0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0382'RECOVERED IN GOOD CONDITION.
 FA0382
 FA0382                          STATION RECOVERY (1989)
 FA0382
 FA0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0382'RECOVERED IN GOOD CONDITION.
 FA0382
 FA0382                          STATION RECOVERY (1999)
 FA0382
 FA0382'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA0382'RECOVERED AS DESCRIBED.
 FA0382
 FA0382                          STATION RECOVERY (2004)
 FA0382
 FA0382'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 FA0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0416 ***********************************************************************
 FZ0416  DESIGNATION -  84 HLZ
 FZ0416  PID         -  FZ0416
 FZ0416  STATE/COUNTY-  NC/STOKES
 FZ0416  USGS QUAD   -  DANBURY (1984)
 FZ0416
 FZ0416                         *CURRENT SURVEY CONTROL
 FZ0416  ___________________________________________________________________
 FZ0416* NAD 83(2007)-  36 23 21.93394(N)    080 09 20.06322(W)     ADJUSTED  
 FZ0416* NAVD 88     -       256.392  (meters)     841.18   (feet)  ADJUSTED  
 FZ0416  ___________________________________________________________________
 FZ0416  EPOCH DATE  -        2002.00
 FZ0416  X           -     878,916.891 (meters)                     COMP
 FZ0416  Y           -  -5,064,967.620 (meters)                     COMP
 FZ0416  Z           -   3,763,196.556 (meters)                     COMP
 FZ0416  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 FZ0416  ELLIP HEIGHT-         223.231 (meters)          (02/10/07) ADJUSTED
 FZ0416  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FZ0416  DYNAMIC HT  -         256.160 (meters)     840.42  (feet)  COMP
 FZ0416
 FZ0416  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ0416  Type    PID    Designation                      North   East  Ellip
 FZ0416  -------------------------------------------------------------------
 FZ0416  NETWORK FZ0416 84 HLZ                            0.67   0.55   1.37
 FZ0416  -------------------------------------------------------------------
 FZ0416  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 FZ0416
 FZ0416  VERT ORDER  -  SECOND    CLASS 0
 FZ0416
 FZ0416.The horizontal coordinates were established by GPS observations
 FZ0416.and adjusted by the National Geodetic Survey in February 2007.
 FZ0416
 FZ0416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ0416.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ0416.The horizontal coordinates are valid at the epoch date displayed above.
 FZ0416.The epoch date for horizontal control is a decimal equivalence
 FZ0416.of Year/Month/Day.
 FZ0416
 FZ0416.The orthometric height was determined by differential leveling
 FZ0416.and adjusted in June 1991.
 FZ0416
 FZ0416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ0416
 FZ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0416
 FZ0416.The ellipsoidal height was determined by GPS observations
 FZ0416.and is referenced to NAD 83.
 FZ0416
 FZ0416.The geoid height was determined by GEOID03.
 FZ0416
 FZ0416.The dynamic height is computed by dividing the NAVD 88
 FZ0416.geopotential number by the normal gravity value computed on the
 FZ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0416.degrees latitude (g = 980.6199 gals.).
 FZ0416
 FZ0416.The modeled gravity was interpolated from observed gravity values.
 FZ0416
 FZ0416;                    North         East     Units Scale Factor Converg.
 FZ0416;SPC NC       -   293,416.345   505,920.250   MT  1.00006979   -0 40 01.1
 FZ0416;SPC NC       -   962,650.13  1,659,840.02   sFT  1.00006979   -0 40 01.1
 FZ0416;UTM  17      - 4,027,474.003   575,731.074   MT  0.99967066   +0 30 03.6
 FZ0416
 FZ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0416!SPC NC       -   0.99996497  x   1.00006979  =   1.00003475
 FZ0416!UTM  17      -   0.99996497  x   0.99967066  =   0.99963564
 FZ0416
 FZ0416|---------------------------------------------------------------------|
 FZ0416| PID    Reference Object                     Distance      Geod. Az  |
 FZ0416|                                                           dddmmss.s |
 FZ0416| AF9413 DODGE                               390.133 METERS 24753     |
 FZ0416|---------------------------------------------------------------------|
 FZ0416
 FZ0416                          SUPERSEDED SURVEY CONTROL
 FZ0416
 FZ0416  NAD 83(2001)-  36 23 21.93437(N)    080 09 20.06271(W) AD(       ) 1
 FZ0416  ELLIP H (03/13/03)  223.216  (m)                       GP(       ) 4 2
 FZ0416  NAD 83(1986)-  36 23 21.94188(N)    080 09 20.06915(W) AD(       ) 1
 FZ0416  NGVD 29 (??/??/92)  256.565  (m)          841.75   (f) ADJ UNCH    2 0
 FZ0416
 FZ0416.Superseded values are not recommended for survey control.
 FZ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0416.See file dsdata.txt to determine how the superseded data were derived.
 FZ0416
 FZ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7573127474(NAD 83)
 FZ0416_MARKER: DD = SURVEY DISK
 FZ0416_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0416_STAMPING: 84 HLZ 1969
 FZ0416_MARK LOGO: USGS  
 FZ0416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0416+SATELLITE: SATELLITE OBSERVATIONS - December 29, 1992
 FZ0416
 FZ0416  HISTORY     - Date     Condition        Report By
 FZ0416  HISTORY     - 1969     MONUMENTED       USGS
 FZ0416  HISTORY     - 1973     GOOD             NCGS
 FZ0416  HISTORY     - 19921229 GOOD             NCGS
 FZ0416
 FZ0416                          STATION DESCRIPTION
 FZ0416
 FZ0416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ0416'3.1 MI ESE FROM DANBURY.
 FZ0416'TO REACH STATION FROM INTERSECTION OF NC 89, NC 8 AND SR 1695 IN
 FZ0416'MEADOWS COMMUNITY, PROCEED NE ALONG SR 1695 FOR 2.3 MILES TO A
 FZ0416'DRIVE LEADING ESE AND STATION ABOUT 30 FT NW OF INTERSECTION, 1.4
 FZ0416'MILES SW OF BRIDGE OVER DAN RIVER, ON WEST END OF A CUT AND ABOUT
 FZ0416'5 FT ABOVE ROAD LEVEL, 27.5 FT NW OF C/L OF SR 1695, 3.3 FT SSE
 FZ0416'OF FENCE POST W/ALUMINUM REF. TAG, AND 20.2 FT SW OF 4 IN PINE
 FZ0416'W/ALUMINUM REF. TAG.  DISK IS SET IN TOP OF A CONCRETE POST
 FZ0416'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ0416
 FZ0416                          STATION RECOVERY (1992)
 FZ0416
 FZ0416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 FZ0416'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) EAST-SOUTHEAST OF DANBURY AND
 FZ0416'6.5 MI (10.5 KM) NORTH OF WALNUT COVE. ALONG SR 1695 (DODGETOWN ROAD)
 FZ0416'FOR 2.2 MI (3.5 KM) NORTHEAST FROM THE JUNCTION OF NC 8 AND NC 89 IN
 FZ0416'MEADOWS COMMUNITY, OR 1.6 MI (2.6 KM) SOUTHWEST OF THE DAN RIVER
 FZ0416'BRIDGE, ON TOP OF THE NORTH BANK AGAINST A WOODEN RAIL FENCE (PART OF
 FZ0416'A BARB WIRE STRAND FENCE). MARK IS ABOUT 3-FEET HIGHER THAN THE ROAD
 FZ0416'AND PROJECTS 3 INCHES ABOVE GROUND.  LOCATED 27.0 FT (8.2 M)
 FZ0416'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 37.0 FT (11.3 M)
 FZ0416'NORTHWEST OF THE CENTERLINE OF THE ROAD AT A DRIVEWAY SOUTHEAST, 15.0
 FZ0416'FT (4.6 M) EAST-NORTHEAST OF THE CENTER OF THE WOODEN GATE--AND 1.5 FT
 FZ0416'(0.5 M) WEST OF A FENCE POST, 15.0 FT (4.6 M) WEST-SOUTHWEST OF A
 FZ0416'6-INCH CEDAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1459 ***********************************************************************
 EB1459  DESIGNATION -  84 MEA
 EB1459  PID         -  EB1459
 EB1459  STATE/COUNTY-  NC/PENDER
 EB1459  USGS QUAD   -  ATKINSON (1984)
 EB1459
 EB1459                         *CURRENT SURVEY CONTROL
 EB1459  ___________________________________________________________________
 EB1459* NAD 83(1986)-  34 30 31.     (N)    078 11 08.     (W)     SCALED    
 EB1459* NAVD 88     -        14.750  (meters)      48.39   (feet)  ADJUSTED  
 EB1459  ___________________________________________________________________
 EB1459  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EB1459  DYNAMIC HT  -          14.736 (meters)      48.35  (feet)  COMP
 EB1459  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 EB1459
 EB1459  VERT ORDER  -  FIRST     CLASS II
 EB1459
 EB1459.The horizontal coordinates were scaled from a topographic map and have
 EB1459.an estimated accuracy of +/- 6 seconds.
 EB1459
 EB1459.The orthometric height was determined by differential leveling
 EB1459.and adjusted in June 1991.
 EB1459
 EB1459.The geoid height was determined by GEOID03.
 EB1459
 EB1459.The dynamic height is computed by dividing the NAVD 88
 EB1459.geopotential number by the normal gravity value computed on the
 EB1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1459.degrees latitude (g = 980.6199 gals.).
 EB1459
 EB1459.The modeled gravity was interpolated from observed gravity values.
 EB1459
 EB1459;                    North         East    Units  Estimated Accuracy
 EB1459;SPC NC       -    84,460.      684,390.      MT  (+/- 180 meters Scaled)
 EB1459
 EB1459                          SUPERSEDED SURVEY CONTROL
 EB1459
 EB1459  NGVD 29 (10/06/93)   15.016  (m)           49.27   (f) ADJUSTED    1 2
 EB1459
 EB1459.Superseded values are not recommended for survey control.
 EB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1459.See file dsdata.txt to determine how the superseded data were derived.
 EB1459
 EB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU583221(NAD 83)
 EB1459_MARKER: DB = BENCH MARK DISK
 EB1459_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1459_SP_SET: 10 FOOT CONCRETE HEADWALL
 EB1459_STAMPING: 84 MEA 1980
 EB1459_MARK LOGO: USGS  
 EB1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1459+STABILITY: SURFACE MOTION
 EB1459
 EB1459  HISTORY     - Date     Condition        Report By
 EB1459  HISTORY     - 1980     MONUMENTED       USGS
 EB1459  HISTORY     - 1980     GOOD             NCGS
 EB1459
 EB1459                          STATION DESCRIPTION
 EB1459
 EB1459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1459'1.6 MI SSW FROM ATKINSON.
 EB1459'1.6 MILES SOUTHWEST ALONG N.C. 11-53 FROM INTERSECTION WITH FIRST
 EB1459'AVENUE-SR 1126-IN ATKINSON, SET IN THE SOUTHWEST END OF HEADWALL ON
 EB1459'WEST SIDE OF HIGHWAY AND 0.25 MILE NORTHEAST OF SR 1100 CROSSROAD,
 EB1459'61 FEET NORTHEAST OF CENTERLINE OF FIELD DRIVE, 24.5 FEET NORTHWEST OF
 EB1459'CENTERLINE OF HIGHWAY, 52.5 FEET NORTHEAST OF 8 INCH GUM WITH
 EB1459'REFERENCE TAG AND 0.8 FOOT NORTHEAST OF SOUTHWEST END OF HEADWALL.
 EB1459'THIS IS A STANDARD USGS DISK.
 EB1459'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4136 ***********************************************************************
 FB4136  DESIGNATION -  84 RJN
 FB4136  PID         -  FB4136
 FB4136  STATE/COUNTY-  NC/HAYWOOD
 FB4136  USGS QUAD   -  BUNCHES BALD (1976)
 FB4136
 FB4136                         *CURRENT SURVEY CONTROL
 FB4136  ___________________________________________________________________
 FB4136* NAD 83(1986)-  35 31 09.     (N)    083 10 42.     (W)     SCALED    
 FB4136* NAVD 88     -      1589.09   (+/-2cm)    5213.5    (feet)  VERTCON   
 FB4136  ___________________________________________________________________
 FB4136  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FB4136  VERT ORDER  -  THIRD (See Below)
 FB4136
 FB4136.The horizontal coordinates were scaled from a topographic map and have
 FB4136.an estimated accuracy of +/- 6 seconds.
 FB4136
 FB4136.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4136.The vertical order pertains to the NGVD 29 superseded value.
 FB4136
 FB4136.The geoid height was determined by GEOID03.
 FB4136
 FB4136;                    North         East    Units  Estimated Accuracy
 FB4136;SPC NC       -   204,230.      230,750.      MT  (+/- 180 meters Scaled)
 FB4136
 FB4136                          SUPERSEDED SURVEY CONTROL
 FB4136
 FB4136  NGVD 29 (05/28/93) 1589.06   (m)         5213.4    (f) LEVELING    3  
 FB4136
 FB4136.Superseded values are not recommended for survey control.
 FB4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4136.See file dsdata.txt to determine how the superseded data were derived.
 FB4136
 FB4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV024328(NAD 83)
 FB4136_MARKER: DB = BENCH MARK DISK
 FB4136_SETTING: 66 = SET IN ROCK OUTCROP
 FB4136_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB4136_STAMPING: 84 RJN 1963 5213
 FB4136_MARK LOGO: USGS  
 FB4136_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB4136+STABILITY: POSITION/ELEVATION WELL
 FB4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4136+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1989
 FB4136
 FB4136  HISTORY     - Date     Condition        Report By
 FB4136  HISTORY     - 1963     MONUMENTED       USGS
 FB4136  HISTORY     - 19890919 GOOD             NCGS
 FB4136
 FB4136                          STATION DESCRIPTION
 FB4136
 FB4136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4136'STATION IS LOCATED AT THE MILE HIGH OVERLOOK.
 FB4136'PROCEED ALONG THE BLUE RIDGE PARKWAY FOR 3.95 KM (2.45 MI) NORTH FROM
 FB4136'THE US 19 UNDERPASS (AT SOCO GAP) TO BALSAM MOUNTAIN ROAD, THENCE
 FB4136'NORTH ALONG BALSAM MOUNTAIN ROAD FOR 2.2 KM (1.4 MI) TO MILE HIGH
 FB4136'OVERLOOK, AND STATION IN ROCK OUTCROP BELOW PARKING AREA.
 FB4136'MARK IS ABOUT 15 FEET LOWER THAN PARKING LOT .  LOCATED 12.2 M
 FB4136'(40.0 FT) NORTH-NORTHWEST OF THE CENTER OF AN ASPHALT WALKWAY, 31.1 M
 FB4136'(102.0 FT) WEST OF THE NORTHEAST CORNER OF PARKING AREA, AND 1.55 M
 FB4136'(5.09 FT) WEST OF 15-INCH SERVICE BERRY TREE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0849 ***********************************************************************
 FA0849  DESIGNATION -  844
 FA0849  PID         -  FA0849
 FA0849  STATE/COUNTY-  NC/GASTON
 FA0849  USGS QUAD   -  LINCOLNTON EAST (1993)
 FA0849
 FA0849                         *CURRENT SURVEY CONTROL
 FA0849  ___________________________________________________________________
 FA0849* NAD 83(1986)-  35 24 03.     (N)    081 11 04.     (W)     SCALED    
 FA0849* NAVD 88     -       256.674  (meters)     842.10   (feet)  ADJUSTED  
 FA0849  ___________________________________________________________________
 FA0849  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FA0849  DYNAMIC HT  -         256.429 (meters)     841.30  (feet)  COMP
 FA0849  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FA0849
 FA0849  VERT ORDER  -  FIRST     CLASS II
 FA0849
 FA0849.The horizontal coordinates were scaled from a topographic map and have
 FA0849.an estimated accuracy of +/- 6 seconds.
 FA0849
 FA0849.The orthometric height was determined by differential leveling
 FA0849.and adjusted in June 1991.
 FA0849
 FA0849.The geoid height was determined by GEOID03.
 FA0849
 FA0849.The dynamic height is computed by dividing the NAVD 88
 FA0849.geopotential number by the normal gravity value computed on the
 FA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0849.degrees latitude (g = 980.6199 gals.).
 FA0849
 FA0849.The modeled gravity was interpolated from observed gravity values.
 FA0849
 FA0849;                    North         East    Units  Estimated Accuracy
 FA0849;SPC NC       -   185,310.      411,210.      MT  (+/- 180 meters Scaled)
 FA0849
 FA0849                          SUPERSEDED SURVEY CONTROL
 FA0849
 FA0849  NGVD 29 (??/??/92)  256.885  (m)          842.80   (f) ADJ UNCH    1 2
 FA0849
 FA0849.Superseded values are not recommended for survey control.
 FA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0849.See file dsdata.txt to determine how the superseded data were derived.
 FA0849
 FA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV832175(NAD 83)
 FA0849_MARKER: P = PIPE CAP
 FA0849_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FA0849_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FA0849_STAMPING: 842.764 COLUMBIA 1900
 FA0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0849
 FA0849  HISTORY     - Date     Condition        Report By
 FA0849  HISTORY     - 1900     MONUMENTED       USGS
 FA0849  HISTORY     - 1965     MARK NOT FOUND   NGS
 FA0849  HISTORY     - 20000207 MARK NOT FOUND   USPSQD
 FA0849
 FA0849                          STATION DESCRIPTION
 FA0849
 FA0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0849'1.2 MI E FROM HIGH SHOALS.
 FA0849'1.2 MILES NORTH OF THE COTTON MILL AT HARDINS, AT THE INTERSECTION
 FA0849'OF THE GOODSONVILLE-ALEXIS ROAD, ABOUT 350 FEET NORTH OF THE
 FA0849'WEST BRANCH OF THE INTERSECTION AND 150 FEET WEST OF THE NORTH
 FA0849'BRANCH OF THE INTERSECTION, ABOUT 85 YARDS NORTHEAST OF A HOUSE
 FA0849'OCCUPIED BY ROBERT LINEBURGER, ABOUT 12 YARDS EAST OF A BLACK LOCUST
 FA0849'TREE, AND ABOUT 100 FEET EAST OF THE ORIGINAL LOCATION OF THE
 FA0849'RAILWAY, NEAR THE SITE OF A FORMER STORE BUILDING, AND ABOUT 6
 FA0849'FEET NORTH OF A STONE APPARENTLY MARKING A PROPERTY CORNER.
 FA0849'RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS ABOUT
 FA0849'15 INCHES.  THE LAND APPEARS TO HAVE BEEN GRADED, NO MARK WAS
 FA0849'FOUND.
 FA0849
 FA0849                          STATION RECOVERY (2000)
 FA0849
 FA0849'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9426 ***********************************************************************
 DE9426  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9426  DESIGNATION -  84E 200
 DE9426  PID         -  DE9426
 DE9426  STATE/COUNTY-  NC/GUILFORD
 DE9426  USGS QUAD   -  GREENSBORO (1994)
 DE9426
 DE9426                         *CURRENT SURVEY CONTROL
 DE9426  ___________________________________________________________________
 DE9426* NAD 83(2007)-  36 07 12.20793(N)    079 49 11.06758(W)     ADJUSTED  
 DE9426* NAVD 88     -       270.60   (meters)     887.8    (feet)  GPS OBS   
 DE9426  ___________________________________________________________________
 DE9426  EPOCH DATE  -        2002.00
 DE9426  X           -     911,715.928 (meters)                     COMP
 DE9426  Y           -  -5,077,140.445 (meters)                     COMP
 DE9426  Z           -   3,739,101.997 (meters)                     COMP
 DE9426  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 DE9426  ELLIP HEIGHT-         239.387 (meters)          (02/10/07) ADJUSTED
 DE9426  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 DE9426
 DE9426  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9426  Type    PID    Designation                      North   East  Ellip
 DE9426  -------------------------------------------------------------------
 DE9426  NETWORK DE9426 84E 200                           1.27   1.23   1.86
 DE9426  -------------------------------------------------------------------
 DE9426
 DE9426.The horizontal coordinates were established by GPS observations
 DE9426.and adjusted by the National Geodetic Survey in February 2007.
 DE9426
 DE9426.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9426.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9426.The horizontal coordinates are valid at the epoch date displayed above.
 DE9426.The epoch date for horizontal control is a decimal equivalence
 DE9426.of Year/Month/Day.
 DE9426
 DE9426.The orthometric height was determined by GPS observations and a
 DE9426.high-resolution geoid model.
 DE9426.The orthometric height was determined by GPS observations and a
 DE9426.high-resolution geoid model using precise GPS observation and
 DE9426.processing techniques.
 DE9426
 DE9426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9426
 DE9426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9426
 DE9426.The ellipsoidal height was determined by GPS observations
 DE9426.and is referenced to NAD 83.
 DE9426
 DE9426.The geoid height was determined by GEOID03.
 DE9426
 DE9426;                    North         East     Units Scale Factor Converg.
 DE9426;SPC NC       -   263,226.663   535,804.313   MT  0.99998733   -0 28 23.3
 DE9426;SPC NC       -   863,602.81  1,757,884.65   sFT  0.99998733   -0 28 23.3
 DE9426;UTM  17      - 3,997,909.679   606,214.784   MT  0.99973900   +0 41 44.9
 DE9426
 DE9426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9426!SPC NC       -   0.99996243  x   0.99998733  =   0.99994976
 DE9426!UTM  17      -   0.99996243  x   0.99973900  =   0.99970144
 DE9426
 DE9426                          SUPERSEDED SURVEY CONTROL
 DE9426
 DE9426  NAD 83(2001)-  36 07 12.20839(N)    079 49 11.06719(W) AD(       ) 1
 DE9426  ELLIP H (03/13/03)  239.383  (m)                       GP(       ) 4 2
 DE9426  NAD 83(1986)-  36 07 12.21465(N)    079 49 11.07453(W) AD(       ) 1
 DE9426
 DE9426.Superseded values are not recommended for survey control.
 DE9426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9426.See file dsdata.txt to determine how the superseded data were derived.
 DE9426
 DE9426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0621597910(NAD 83)
 DE9426_MARKER: DD = SURVEY DISK
 DE9426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9426_STAMPING: 84E200 1999
 DE9426_MARK LOGO: NC1940
 DE9426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9426+STABILITY: SURFACE MOTION
 DE9426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9426+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9426
 DE9426  HISTORY     - Date     Condition        Report By
 DE9426  HISTORY     - 1999     MONUMENTED       NC1940
 DE9426
 DE9426                          STATION DESCRIPTION
 DE9426
 DE9426'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9426'STATION IS ABOUT 3.6 MI (5.8 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9426'GREENSBORO GOVERNMENT PLAZA, AT THE YESTER OAKS APARTMENTS.
 DE9426'ALONG PISGAH CHURCH ROAD, 0.4 MI (0.6 KM) NORTHWEST OF LAWNDALE DRIVE,
 DE9426'AT THE YESTER OAKS WAY EAST (SECOND ENTRANCE TO APARTMENTS), AND IN
 DE9426'THE NORTHEAST QUADRANT OF INTERSECTION.
 DE9426'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH THE
 DE9426'GROUND. LOCATED 16.6 FT (5.1 M) NORTH OF THE CENTERLINE OF PISGAH
 DE9426'CHURCH ROAD, 22.2 FT (6.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DE9426'YESTER OAKS WAY EAST, 13.3 FT (4.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 DE9426'CORNER OF THE BRICK COLUMN ON EAST SIDE OF ENTRANCE, 3.0 FT (0.9 M)
 DE9426'NORTH OF BACK EDGE OF SIDEWALK, 4.2 FT (1.3 M) SOUTHEAST OF THE END OF
 DE9426'CURB, AND 11.3 FT (3.4 M) WEST-NORTHWEST OF LIGHT POLE (39834L).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9306 ***********************************************************************
 DE9306  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9306  DESIGNATION -  84W 200
 DE9306  PID         -  DE9306
 DE9306  STATE/COUNTY-  NC/GUILFORD
 DE9306  USGS QUAD   -  GREENSBORO (1994)
 DE9306
 DE9306                         *CURRENT SURVEY CONTROL
 DE9306  ___________________________________________________________________
 DE9306* NAD 83(2007)-  36 07 02.66778(N)    079 49 46.31152(W)     ADJUSTED  
 DE9306* NAVD 88     -       275.31   (meters)     903.2    (feet)  GPS OBS   
 DE9306  ___________________________________________________________________
 DE9306  EPOCH DATE  -        2002.00
 DE9306  X           -     910,879.671 (meters)                     COMP
 DE9306  Y           -  -5,077,470.485 (meters)                     COMP
 DE9306  Z           -   3,738,867.209 (meters)                     COMP
 DE9306  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 DE9306  ELLIP HEIGHT-         244.062 (meters)          (02/10/07) ADJUSTED
 DE9306  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 DE9306
 DE9306  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9306  Type    PID    Designation                      North   East  Ellip
 DE9306  -------------------------------------------------------------------
 DE9306  NETWORK DE9306 84W 200                           1.18   0.92   1.57
 DE9306  -------------------------------------------------------------------
 DE9306
 DE9306.The horizontal coordinates were established by GPS observations
 DE9306.and adjusted by the National Geodetic Survey in February 2007.
 DE9306
 DE9306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9306.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9306.The horizontal coordinates are valid at the epoch date displayed above.
 DE9306.The epoch date for horizontal control is a decimal equivalence
 DE9306.of Year/Month/Day.
 DE9306
 DE9306.The orthometric height was determined by GPS observations and a
 DE9306.high-resolution geoid model.
 DE9306.The orthometric height was determined by GPS observations and a
 DE9306.high-resolution geoid model using precise GPS observation and
 DE9306.processing techniques.
 DE9306
 DE9306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9306
 DE9306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9306
 DE9306.The ellipsoidal height was determined by GPS observations
 DE9306.and is referenced to NAD 83.
 DE9306
 DE9306.The geoid height was determined by GEOID03.
 DE9306
 DE9306;                    North         East     Units Scale Factor Converg.
 DE9306;SPC NC       -   262,939.946   534,920.537   MT  0.99998662   -0 28 43.6
 DE9306;SPC NC       -   862,662.14  1,754,985.13   sFT  0.99998662   -0 28 43.6
 DE9306;UTM  17      - 3,997,605.070   605,337.259   MT  0.99973672   +0 41 24.0
 DE9306
 DE9306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9306!SPC NC       -   0.99996170  x   0.99998662  =   0.99994832
 DE9306!UTM  17      -   0.99996170  x   0.99973672  =   0.99969843
 DE9306
 DE9306:                Primary Azimuth Mark                     Grid Az
 DE9306:SPC NC       -  JIFFY                                    229 37 07.0
 DE9306:UTM  17      -  JIFFY                                    228 26 59.4
 DE9306
 DE9306|---------------------------------------------------------------------|
 DE9306| PID    Reference Object                     Distance      Geod. Az  |
 DE9306|                                                           dddmmss.s |
 DE9306| AI2363 JIFFY                               APPROX. 0.5 KM 2290823.4 |
 DE9306| DE9307 84W 201                             398.379 METERS 34809     |
 DE9306|---------------------------------------------------------------------|
 DE9306
 DE9306                          SUPERSEDED SURVEY CONTROL
 DE9306
 DE9306  NAD 83(2001)-  36 07 02.66819(N)    079 49 46.31116(W) AD(       ) 1
 DE9306  ELLIP H (03/13/03)  244.063  (m)                       GP(       ) 4 2
 DE9306  NAD 83(1986)-  36 07 02.67440(N)    079 49 46.31885(W) AD(       ) 1
 DE9306
 DE9306.Superseded values are not recommended for survey control.
 DE9306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9306.See file dsdata.txt to determine how the superseded data were derived.
 DE9306
 DE9306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0533797605(NAD 83)
 DE9306_MARKER: DD = SURVEY DISK
 DE9306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9306_STAMPING: 84W.200 7/97
 DE9306_MARK LOGO: NC1940
 DE9306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9306+STABILITY: SURFACE MOTION
 DE9306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9306+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9306
 DE9306  HISTORY     - Date     Condition        Report By
 DE9306  HISTORY     - 1997     MONUMENTED       NC1940
 DE9306
 DE9306                          STATION DESCRIPTION
 DE9306
 DE9306'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9306'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH-NORTHWEST OF THE
 DE9306'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 5.4 MI (8.7 KM) EAST-NORTHEAST
 DE9306'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND AT THE INTERSECTION
 DE9306'OF MARTINSVILLE ROAD AND PISGAH CHURCH ROAD.
 DE9306'ALONG PISGAH CHURCH ROAD FOR 0.4 MI (0.6 KM) EAST FROM THE
 DE9306'INTERSECTION WITH BATTLEGROUND AVENUE (US 220) TO MARTINSVILE ROAD AND
 DE9306'STATION ABOUT 100-FEET NORTH OF INTERSECTION, AT EXXON SERVICE
 DE9306'STATION.
 DE9306'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND FLUSH WITH THE GROUND.
 DE9306'LOCATED 24.6 FT (7.5 M) EAST OF THE CENTERLINE OF MARTINSVILLE ROAD,
 DE9306'120.0 FT (36.6 M) SOUTH OF THE CENTERLINE OF MARTINSVILLE ROAD-EXXON
 DE9306'ENTRANCE, 62.5 FT (19.1 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DE9306'EXXON STORE, 33.7 FT (10.3 M) WEST-NORTHWEST OF A YARD INLET, AND 79.8
 DE9306'FT (24.3 M) NORTH-NORTHWEST OF A POWER POLE (07-1006).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9307 ***********************************************************************
 DE9307  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9307  DESIGNATION -  84W 201
 DE9307  PID         -  DE9307
 DE9307  STATE/COUNTY-  NC/GUILFORD
 DE9307  USGS QUAD   -  GREENSBORO (1994)
 DE9307
 DE9307                         *CURRENT SURVEY CONTROL
 DE9307  ___________________________________________________________________
 DE9307* NAD 83(2007)-  36 07 15.31758(N)    079 49 49.58124(W)     ADJUSTED  
 DE9307* NAVD 88     -       272.97   (meters)     895.6    (feet)  GPS OBS   
 DE9307  ___________________________________________________________________
 DE9307  EPOCH DATE  -        2002.00
 DE9307  X           -     910,758.263 (meters)                     COMP
 DE9307  Y           -  -5,077,256.811 (meters)                     COMP
 DE9307  Z           -   3,739,180.784 (meters)                     COMP
 DE9307  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 DE9307  ELLIP HEIGHT-         241.695 (meters)          (02/10/07) ADJUSTED
 DE9307  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 DE9307
 DE9307  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9307  Type    PID    Designation                      North   East  Ellip
 DE9307  -------------------------------------------------------------------
 DE9307  NETWORK DE9307 84W 201                           0.86   0.71   1.27
 DE9307  -------------------------------------------------------------------
 DE9307
 DE9307.The horizontal coordinates were established by GPS observations
 DE9307.and adjusted by the National Geodetic Survey in February 2007.
 DE9307
 DE9307.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9307.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9307.The horizontal coordinates are valid at the epoch date displayed above.
 DE9307.The epoch date for horizontal control is a decimal equivalence
 DE9307.of Year/Month/Day.
 DE9307
 DE9307.The orthometric height was determined by GPS observations and a
 DE9307.high-resolution geoid model.
 DE9307.The orthometric height was determined by GPS observations and a
 DE9307.high-resolution geoid model using precise GPS observation and
 DE9307.processing techniques.
 DE9307
 DE9307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9307
 DE9307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9307
 DE9307.The ellipsoidal height was determined by GPS observations
 DE9307.and is referenced to NAD 83.
 DE9307
 DE9307.The geoid height was determined by GEOID03.
 DE9307
 DE9307;                    North         East     Units Scale Factor Converg.
 DE9307;SPC NC       -   263,330.510   534,842.032   MT  0.99998755   -0 28 45.5
 DE9307;SPC NC       -   863,943.51  1,754,727.57   sFT  0.99998755   -0 28 45.5
 DE9307;UTM  17      - 3,997,993.854   605,250.825   MT  0.99973649   +0 41 22.2
 DE9307
 DE9307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9307!SPC NC       -   0.99996207  x   0.99998755  =   0.99994962
 DE9307!UTM  17      -   0.99996207  x   0.99973649  =   0.99969857
 DE9307
 DE9307|---------------------------------------------------------------------|
 DE9307| PID    Reference Object                     Distance      Geod. Az  |
 DE9307|                                                           dddmmss.s |
 DE9307| DE9306 84W 200                             398.379 METERS 16809     |
 DE9307|---------------------------------------------------------------------|
 DE9307
 DE9307                          SUPERSEDED SURVEY CONTROL
 DE9307
 DE9307  NAD 83(2001)-  36 07 15.31797(N)    079 49 49.58088(W) AD(       ) 1
 DE9307  ELLIP H (03/13/03)  241.694  (m)                       GP(       ) 4 2
 DE9307  NAD 83(1986)-  36 07 15.32414(N)    079 49 49.58861(W) AD(       ) 1
 DE9307
 DE9307.Superseded values are not recommended for survey control.
 DE9307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9307.See file dsdata.txt to determine how the superseded data were derived.
 DE9307
 DE9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0525197994(NAD 83)
 DE9307_MARKER: DD = SURVEY DISK
 DE9307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9307_STAMPING: 84W.201 7/94
 DE9307_MARK LOGO: NC1940
 DE9307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9307+STABILITY: SURFACE MOTION
 DE9307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9307+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9307
 DE9307  HISTORY     - Date     Condition        Report By
 DE9307  HISTORY     - 1997     MONUMENTED       NC1940
 DE9307
 DE9307                          STATION DESCRIPTION
 DE9307
 DE9307'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9307'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHWEST OF THE
 DE9307'DOWNTOWN GREENSBORO GOVERNMENT COMPLEX, 5.5 MI (8.9 KM) EAST-NORTHEAST
 DE9307'OF THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND AT THE INTERSECTION
 DE9307'OF LAWNDALE DRIVE AND ASHWOOD COURT.
 DE9307'PROCEED ALONG PISGAH CHURCH ROAD FOR 0.45 MI (0.72 KM) EAST FROM THE
 DE9307'INTERSECTION WITH BATTLEGROUND AVENUE (US 220), THENCE LEFT/NORTH FOR
 DE9307'0.25 MI (0.40 KM) ALONG LAWNDALE DRIVE TO ASHWOOD COURT, THE SUNSHINE
 DE9307'HOUSE DAY CARE CENTER AND STATION.
 DE9307'MARK IS ABOUT 1/2-FOOT HIGHER THAN THE CENTER OF ROAD AND FLUSH WITH
 DE9307'THE GROUND. LOCATED 10.9 FT (3.3 M)  EAST OF THE CURB OF NORTHBOUND
 DE9307'LAWNDALE DRIVE, 71.5 FT (21.8 M) NORTH OF THE CENTERLINE OF ASHWOOD
 DE9307'COURT, 28.5 FT (8.7 M) NORTH OF A FIRE HYDRANT, AND 55.4 FT (16.9 M)
 DE9307'SOUTH OF A POWER POLE (SBT+T CO 80K).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7073 ***********************************************************************
 AH7073  DESIGNATION -  85 62
 AH7073  PID         -  AH7073
 AH7073  STATE/COUNTY-  NC/ALAMANCE
 AH7073  USGS QUAD   -  BURLINGTON (1981)
 AH7073
 AH7073                         *CURRENT SURVEY CONTROL
 AH7073  ___________________________________________________________________
 AH7073* NAD 83(1986)-  36 03 52.     (N)    079 28 08.     (W)     SCALED    
 AH7073* NAVD 88     -       188.479  (meters)     618.37   (feet)  ADJUSTED  
 AH7073  ___________________________________________________________________
 AH7073  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AH7073  DYNAMIC HT  -         188.330 (meters)     617.88  (feet)  COMP
 AH7073  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 AH7073
 AH7073  VERT ORDER  -  SECOND    CLASS II
 AH7073
 AH7073.The horizontal coordinates were scaled from a topographic map and have
 AH7073.an estimated accuracy of +/- 6 seconds.
 AH7073
 AH7073.The orthometric height was determined by differential leveling
 AH7073.and adjusted in July 1999.
 AH7073
 AH7073.The geoid height was determined by GEOID03.
 AH7073
 AH7073.The dynamic height is computed by dividing the NAVD 88
 AH7073.geopotential number by the normal gravity value computed on the
 AH7073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7073.degrees latitude (g = 980.6199 gals.).
 AH7073
 AH7073.The modeled gravity was interpolated from observed gravity values.
 AH7073
 AH7073;                    North         East    Units  Estimated Accuracy
 AH7073;SPC NC       -   256,850.      567,360.      MT  (+/- 180 meters Scaled)
 AH7073
 AH7073                          SUPERSEDED SURVEY CONTROL
 AH7073
 AH7073.No superseded survey control is available for this station.
 AH7073
 AH7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV378921(NAD 83)
 AH7073_MARKER: Q = CHISELED SQUARE
 AH7073_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH7073_SP_SET: RETAINING WALL
 AH7073_MARK LOGO: NONE  
 AH7073_PROJECTION: FLUSH
 AH7073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7073
 AH7073  HISTORY     - Date     Condition        Report By
 AH7073  HISTORY     - 1990     MONUMENTED       NCGS
 AH7073
 AH7073                          STATION DESCRIPTION
 AH7073
 AH7073'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 AH7073'STATION IS LOCATED IN BURLINGTON. AT NC 62 AND I 85 NORTHBOUND, IN THE
 AH7073'TOP OF THE SOUTHERN END OF THE EASTERN RETAINING WALL OF THE
 AH7073'NORTHBOUND I 85 BRIDGE OVER NC 62. NOTE--RECOVERY IN 11-1998 SHOWS
 AH7073'BRIDGE HAS BEEN REPLACED AND THE MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0417 ***********************************************************************
 FZ0417  DESIGNATION -  85 HLZ
 FZ0417  PID         -  FZ0417
 FZ0417  STATE/COUNTY-  NC/STOKES
 FZ0417  USGS QUAD   -  DANBURY (1984)
 FZ0417
 FZ0417                         *CURRENT SURVEY CONTROL
 FZ0417  ___________________________________________________________________
 FZ0417* NAD 83(1986)-  36 22 51.     (N)    080 10 41.     (W)     SCALED    
 FZ0417* NAVD 88     -       302.224  (meters)     991.55   (feet)  ADJUSTED  
 FZ0417  ___________________________________________________________________
 FZ0417  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FZ0417  DYNAMIC HT  -         301.949 (meters)     990.64  (feet)  COMP
 FZ0417  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 FZ0417
 FZ0417  VERT ORDER  -  SECOND    CLASS 0
 FZ0417
 FZ0417.The horizontal coordinates were scaled from a topographic map and have
 FZ0417.an estimated accuracy of +/- 6 seconds.
 FZ0417
 FZ0417.The orthometric height was determined by differential leveling
 FZ0417.and adjusted in June 1991.
 FZ0417
 FZ0417.The geoid height was determined by GEOID03.
 FZ0417
 FZ0417.The dynamic height is computed by dividing the NAVD 88
 FZ0417.geopotential number by the normal gravity value computed on the
 FZ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0417.degrees latitude (g = 980.6199 gals.).
 FZ0417
 FZ0417.The modeled gravity was interpolated from observed gravity values.
 FZ0417
 FZ0417;                    North         East    Units  Estimated Accuracy
 FZ0417;SPC NC       -   292,490.      503,890.      MT  (+/- 180 meters Scaled)
 FZ0417
 FZ0417                          SUPERSEDED SURVEY CONTROL
 FZ0417
 FZ0417  NGVD 29 (??/??/92)  302.394  (m)          992.10   (f) ADJ UNCH    2 0
 FZ0417
 FZ0417.Superseded values are not recommended for survey control.
 FZ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0417.See file dsdata.txt to determine how the superseded data were derived.
 FZ0417
 FZ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA737265(NAD 83)
 FZ0417_MARKER: DD = SURVEY DISK
 FZ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0417_STAMPING: 85 HLZ 1969
 FZ0417_MARK LOGO: USGS  
 FZ0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0417+STABILITY: SURFACE MOTION
 FZ0417
 FZ0417  HISTORY     - Date     Condition        Report By
 FZ0417  HISTORY     - 1969     MONUMENTED       USGS
 FZ0417  HISTORY     - 1973     GOOD             NCGS
 FZ0417  HISTORY     - 19870320 MARK NOT FOUND   NCGS
 FZ0417
 FZ0417                          STATION DESCRIPTION
 FZ0417
 FZ0417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ0417'2.5 MI SE FROM DANBURY.
 FZ0417'TO REACH STATION FROM INTERSECTION OF NC 89, NC 8, AND SR 1695
 FZ0417'IN MEADOWS COMMUNITY, PROCEED NE ALONG SR 1695 FOR 0.8 MILES TO
 FZ0417'INTERSECTION WITH SR 1706, THENCE NORTH ALONG SR 1706 FOR 0.1 MILES
 FZ0417'TO SR 1705 AND STATION IN NORTH QUADRANT OF INTERSECTION,
 FZ0417'APPROXIMATELY 78.0 FT NORTH OF AND 2 FT HIGHER THAN INTERSECTION,
 FZ0417'38.0 FT ENE OF C/L OF SR 1706, 26.3 FT W OF C/L OF SR 1705, AND
 FZ0417'51.2 FT SSE OF 14 IN PINE W/ALUMINUM REF. TAG.  DISK IS SET IN
 FZ0417'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURFACE OF
 FZ0417'THE GROUND.
 FZ0417
 FZ0417                          STATION RECOVERY (1987)
 FZ0417
 FZ0417'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FZ0417'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1130 ***********************************************************************
 FY1130  DESIGNATION -  851
 FY1130  PID         -  FY1130
 FY1130  STATE/COUNTY-  NC/GUILFORD
 FY1130  USGS QUAD   -  GREENSBORO (1994)
 FY1130
 FY1130                         *CURRENT SURVEY CONTROL
 FY1130  ___________________________________________________________________
 FY1130* NAD 83(1986)-  36 06 00.     (N)    079 49 10.     (W)     SCALED    
 FY1130* NAVD 88     -       259.062  (meters)     849.94   (feet)  ADJUSTED  
 FY1130  ___________________________________________________________________
 FY1130  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FY1130  DYNAMIC HT  -         258.844 (meters)     849.22  (feet)  COMP
 FY1130  MODELED GRAV-     979,783.8   (mgal)                       NAVD 88
 FY1130
 FY1130  VERT ORDER  -  FIRST     CLASS II
 FY1130
 FY1130.The horizontal coordinates were scaled from a topographic map and have
 FY1130.an estimated accuracy of +/- 6 seconds.
 FY1130
 FY1130.The orthometric height was determined by differential leveling
 FY1130.and adjusted in June 1991.
 FY1130
 FY1130.The geoid height was determined by GEOID03.
 FY1130
 FY1130.The dynamic height is computed by dividing the NAVD 88
 FY1130.geopotential number by the normal gravity value computed on the
 FY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1130.degrees latitude (g = 980.6199 gals.).
 FY1130
 FY1130.The modeled gravity was interpolated from observed gravity values.
 FY1130
 FY1130;                    North         East    Units  Estimated Accuracy
 FY1130;SPC NC       -   261,000.      535,810.      MT  (+/- 180 meters Scaled)
 FY1130
 FY1130                          SUPERSEDED SURVEY CONTROL
 FY1130
 FY1130  NGVD 29 (??/??/92)  259.29   (m)          850.7    (f) COMPUTED    1 2
 FY1130
 FY1130.Superseded values are not recommended for survey control.
 FY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1130.See file dsdata.txt to determine how the superseded data were derived.
 FY1130
 FY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV062956(NAD 83)
 FY1130_MARKER: DD = SURVEY DISK
 FY1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1130_STAMPING: 850.776 1905
 FY1130_MARK LOGO: USGS  
 FY1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1130
 FY1130  HISTORY     - Date     Condition        Report By
 FY1130  HISTORY     - 1905     MONUMENTED       USGS
 FY1130  HISTORY     - 1965     MARK NOT FOUND   CGS
 FY1130  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FY1130  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 FY1130  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 FY1130
 FY1130                          STATION DESCRIPTION
 FY1130
 FY1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1130'AT GREENSBORO.
 FY1130'3.0 MILES NW ALONG THE SOUTHERN RAILWAY (FORMERLY THE ATLANTIC
 FY1130'AND YADKIN RAILWAY) FROM THE STATION AT GREENSBORO, GUILFORD
 FY1130'COUNTY, 50 FT. SOUTH OF MILEPOST 66, 150 FT. W OF THE CENTERLINE
 FY1130'OF THE TRACK, 210 FT. S ALONG U.S. HIGHWAY 220 FROM FERNWOOD
 FY1130'DR. IN AN OAK WOODS, 10 FT. W OF THE W EDGE OF THE PAVEMENT OF
 FY1130'THE HIGHWAY.  A USGS STANDARD CAP, STAMPED---850.776 1905---AND
 FY1130'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1 FOOT
 FY1130'ABOVE GROUND.
 FY1130
 FY1130                          STATION RECOVERY (1983)
 FY1130
 FY1130'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1130'MARK NOT FOUND.
 FY1130
 FY1130                          STATION RECOVERY (2004)
 FY1130
 FY1130'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY1130'MARK NOT FOUND.
 FY1130
 FY1130                          STATION RECOVERY (2005)
 FY1130
 FY1130'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9448 ***********************************************************************
 DE9448  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9448  DESIGNATION -  85W 200
 DE9448  PID         -  DE9448
 DE9448  STATE/COUNTY-  NC/GUILFORD
 DE9448  USGS QUAD   -  GREENSBORO (1994)
 DE9448
 DE9448                         *CURRENT SURVEY CONTROL
 DE9448  ___________________________________________________________________
 DE9448* NAD 83(2007)-  36 07 17.44106(N)    079 48 31.19601(W)     ADJUSTED  
 DE9448* NAVD 88     -       249.00   (meters)     816.9    (feet)  GPS OBS   
 DE9448  ___________________________________________________________________
 DE9448  EPOCH DATE  -        2002.00
 DE9448  X           -     912,677.429 (meters)                     COMP
 DE9448  Y           -  -5,076,853.378 (meters)                     COMP
 DE9448  Z           -   3,739,219.580 (meters)                     COMP
 DE9448  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 DE9448  ELLIP HEIGHT-         217.818 (meters)          (02/10/07) ADJUSTED
 DE9448  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 DE9448
 DE9448  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9448  Type    PID    Designation                      North   East  Ellip
 DE9448  -------------------------------------------------------------------
 DE9448  NETWORK DE9448 85W 200                           0.92   0.74   1.53
 DE9448  -------------------------------------------------------------------
 DE9448
 DE9448.The horizontal coordinates were established by GPS observations
 DE9448.and adjusted by the National Geodetic Survey in February 2007.
 DE9448
 DE9448.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9448.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9448.The horizontal coordinates are valid at the epoch date displayed above.
 DE9448.The epoch date for horizontal control is a decimal equivalence
 DE9448.of Year/Month/Day.
 DE9448
 DE9448.The orthometric height was determined by GPS observations and a
 DE9448.high-resolution geoid model.
 DE9448.The orthometric height was determined by GPS observations and a
 DE9448.high-resolution geoid model using precise GPS observation and
 DE9448.processing techniques.
 DE9448
 DE9448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9448
 DE9448.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9448
 DE9448.The ellipsoidal height was determined by GPS observations
 DE9448.and is referenced to NAD 83.
 DE9448
 DE9448.The geoid height was determined by GEOID03.
 DE9448
 DE9448;                    North         East     Units Scale Factor Converg.
 DE9448;SPC NC       -   263,379.776   536,802.667   MT  0.99998771   -0 28 00.3
 DE9448;SPC NC       -   864,105.15  1,761,160.08   sFT  0.99998771   -0 28 00.3
 DE9448;UTM  17      - 3,998,083.086   607,209.561   MT  0.99974162   +0 42 08.5
 DE9448
 DE9448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9448!SPC NC       -   0.99996582  x   0.99998771  =   0.99995353
 DE9448!UTM  17      -   0.99996582  x   0.99974162  =   0.99970744
 DE9448
 DE9448                          SUPERSEDED SURVEY CONTROL
 DE9448
 DE9448  NAD 83(2001)-  36 07 17.44151(N)    079 48 31.19558(W) AD(       ) 1
 DE9448  ELLIP H (03/13/03)  217.814  (m)                       GP(       ) 4 2
 DE9448  NAD 83(1986)-  36 07 17.44780(N)    079 48 31.20286(W) AD(       ) 1
 DE9448
 DE9448.Superseded values are not recommended for survey control.
 DE9448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9448.See file dsdata.txt to determine how the superseded data were derived.
 DE9448
 DE9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0721098083(NAD 83)
 DE9448_MARKER: DD = SURVEY DISK
 DE9448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9448_STAMPING: 85W200 1999
 DE9448_MARK LOGO: NC1940
 DE9448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9448+STABILITY: SURFACE MOTION
 DE9448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9448+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9448
 DE9448  HISTORY     - Date     Condition        Report By
 DE9448  HISTORY     - 1999     MONUMENTED       NC1940
 DE9448
 DE9448                          STATION DESCRIPTION
 DE9448
 DE9448'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9448'STATION IS ABOUT 3.5 MI (5.6 KM) NORTH-NORTHWEST OF THE DOWNTOWN
 DE9448'GREENSBORO GOVERNMENT PLAZA, ON THE NORTHWEST SIDE OF THE IRVING PARK
 DE9448'COMMUNITY.
 DE9448'LOCATED ALONG WILLOUGHBY BOULEVARD, 0.4 MI (0.6 KM) SOUTHEAST OF
 DE9448'PISGAH CHURCH ROAD, 0.1 MI (0.2 KM) NORTHWEST OF ROUNDHILL ROAD, AND
 DE9448'ON NORTH SIDE OF THE MEDIAN OF THE BOULEVARD.
 DE9448'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND LANE, AND
 DE9448'PROJECTING 1-INCH ABOVE THE GROUND. LOCATED 17.3 FT (5.3 M) SOUTHWEST
 DE9448'OF THE CENTERLINE OF NORTHBOUND LANE OR 2.3 FT (0.7 M) SOUTHWEST OF
 DE9448'THE BACK OF CURB, 18.6 FT (5.7 M) NORTH-NORTHWEST OF SANITARY SEWER
 DE9448'MANHOLE, 9.0 FT (2.7 M) NORTHWEST OF A CATCH BASIN, 34.3 FT (10.5 M)
 DE9448'SOUTHWEST OF A CATCH BASIN, 41.0 FT (12.5 M) WEST-SOUTHWEST OF LIGHT
 DE9448'POLE (01) WITH REFERENCE TAG, AND 13.0 FT (4.0 M) EAST OF A CONCRETE
 DE9448'BELLSOUTH MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8048 ***********************************************************************
 DF8048  DESIGNATION -  86 JAS
 DF8048  PID         -  DF8048
 DF8048  STATE/COUNTY-  NC/CABARRUS
 DF8048  USGS QUAD   -  CONCORD SE (1987)
 DF8048
 DF8048                         *CURRENT SURVEY CONTROL
 DF8048  ___________________________________________________________________
 DF8048* NAD 83(2007)-  35 17 26.98196(N)    080 34 00.34225(W)     ADJUSTED  
 DF8048* NAVD 88     -       208.47   (meters)     684.0    (feet)  LEVELING  
 DF8048  ___________________________________________________________________
 DF8048  EPOCH DATE  -        2002.00
 DF8048  X           -     854,237.514 (meters)                     COMP
 DF8048  Y           -  -5,141,518.042 (meters)                     COMP
 DF8048  Z           -   3,664,353.084 (meters)                     COMP
 DF8048  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DF8048  ELLIP HEIGHT-         178.214 (meters)          (02/10/07) ADJUSTED
 DF8048  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DF8048
 DF8048  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8048  Type    PID    Designation                      North   East  Ellip
 DF8048  -------------------------------------------------------------------
 DF8048  NETWORK DF8048 86 JAS                            0.94   0.78   1.12
 DF8048  -------------------------------------------------------------------
 DF8048  VERT ORDER  -  THIRD ?
 DF8048
 DF8048.The horizontal coordinates were established by GPS observations
 DF8048.and adjusted by the National Geodetic Survey in February 2007.
 DF8048
 DF8048.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8048.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8048.The horizontal coordinates are valid at the epoch date displayed above.
 DF8048.The epoch date for horizontal control is a decimal equivalence
 DF8048.of Year/Month/Day.
 DF8048
 DF8048.The orthometric height was determined by differential leveling.
 DF8048.The vertical network tie was performed by a horz. field party for horz.
 DF8048.obs reductions. Reset procedures were used to establish the elevation.
 DF8048
 DF8048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8048
 DF8048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8048
 DF8048.The ellipsoidal height was determined by GPS observations
 DF8048.and is referenced to NAD 83.
 DF8048
 DF8048.The geoid height was determined by GEOID03.
 DF8048
 DF8048;                    North         East     Units Scale Factor Converg.
 DF8048;SPC NC       -   172,048.560   467,106.350   MT  0.99987282   -0 54 15.4
 DF8048;SPC NC       -   564,462.65  1,532,498.08   sFT  0.99987282   -0 54 15.4
 DF8048;UTM  17      - 3,905,381.640   539,393.447   MT  0.99961912   +0 15 01.1
 DF8048
 DF8048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8048!SPC NC       -   0.99997203  x   0.99987282  =   0.99984485
 DF8048!UTM  17      -   0.99997203  x   0.99961912  =   0.99959116
 DF8048
 DF8048                          SUPERSEDED SURVEY CONTROL
 DF8048
 DF8048  NAD 83(1986)-  35 17 26.99644(N)    080 34 00.35162(W) AD(       ) 1
 DF8048  NAD 83(2001)-  35 17 26.98163(N)    080 34 00.34268(W) AD(       ) 1
 DF8048  ELLIP H (09/17/03)  178.246  (m)                       GP(       ) 4 2
 DF8048
 DF8048.Superseded values are not recommended for survey control.
 DF8048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8048.See file dsdata.txt to determine how the superseded data were derived.
 DF8048
 DF8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3939305382(NAD 83)
 DF8048_MARKER: DB = BENCH MARK DISK
 DF8048_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8048_STAMPING: 86 JAS 1966 658
 DF8048_MARK LOGO: USGS  
 DF8048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8048+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 DF8048
 DF8048  HISTORY     - Date     Condition        Report By
 DF8048  HISTORY     - 1966     MONUMENTED       USGS
 DF8048  HISTORY     - 20000928 GOOD             NCGS
 DF8048  HISTORY     - 20001202 GOOD             NCGS
 DF8048
 DF8048                          STATION DESCRIPTION
 DF8048
 DF8048'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JAS)
 DF8048'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF CONCORD
 DF8048'AND 10.5 MI (16.9 KM) SOUTHWEST OF MOUNT PLEASANT.
 DF8048'PROCEED ALONG US HIGHWAY 601 FOR 1.1 MI (1.8 KM) SOUTH FROM NC HIGHWAY
 DF8048'200, THENCE SOUTHWEST FOR 2.35 MI (3.78 KM) ALONG SR 1148-PARKS
 DF8048'LAFERTY ROAD, THENCE SOUTHWEST FOR 1.6 MI (2.6 KM) ALONG SR
 DF8048'1132-FLOWES STORE ROAD TO THE INTERSECTION WITH SR 1141-PINE RIDGE
 DF8048'CHURCH ROAD AND THE SATION SOUTHEAST.
 DF8048'MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN SR 1132 AND PROJECTS 1 INCH
 DF8048'ABOVE THE GROUND. LOCATED 24.0 FT (7.3 M) SOUTHEAST OF THE CENTERLINE
 DF8048'OF SR 1132, 7.5 FT (2.3 M) NORTHEAST OF THE CENTERLINE PROLONGATION OF
 DF8048'SR 1141, 27.0 FT (8.2 M) EAST-SOUTHEAST OF THE CENTERLINE INTERSECTION
 DF8048'OF SR 1132 AND SR 1141 AND 15.5 FT (4.7 M) NORTHWEST OF A POWER POLE
 DF8048'WITH REFERENCE TAG.
 DF8048
 DF8048                          STATION RECOVERY (2000)
 DF8048
 DF8048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8048'RECOVERED AS DESCRIBED.
 DF8048
 DF8048                          STATION RECOVERY (2000)
 DF8048
 DF8048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JAS)
 DF8048'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF CONCORD
 DF8048'AND 10.5 MI (16.9 KM) SOUTHWEST OF MOUNT PLEASANT. PROCEED ALONG US
 DF8048'HIGHWAY 601 FOR 1.1 MI (1.8 KM) SOUTH FROM NC HIGHWAY 200, THENCE
 DF8048'SOUTHWEST FOR 2.35 MI (3.78 KM) ALONG SR 1148-PARKS LAFERTY ROAD,
 DF8048'THENCE SOUTHWEST FOR 1.6 MI (2.6 KM) ALONG SR 1132-FLOWES STORE ROAD
 DF8048'TO THE INTERSECTION WITH SR 1141-PINE RIDGE CHURCH ROAD AND THE SATION
 DF8048'SOUTHEAST. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN SR 1132 AND
 DF8048'PROJECTS 1 INCH ABOVE THE GROUND. LOCATED 24.0 FT (7.3 M) SOUTHEAST OF
 DF8048'THE CENTERLINE OF SR 1132, 7.5 FT (2.3 M) NORTHEAST OF THE CENTERLINE
 DF8048'PROLONGATION OF SR 1141, 27.0 FT (8.2 M) EAST-SOUTHEAST OF THE
 DF8048'CENTERLINE INTERSECTION OF SR 1132 AND SR 1141 AND 15.5 FT (4.7 M)
 DF8048'NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0716 ***********************************************************************
 FW0716  DESIGNATION -  865 1112 TIDAL 2
 FW0716  PID         -  FW0716
 FW0716  STATE/COUNTY-  NC/CURRITUCK
 FW0716  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0716
 FW0716                         *CURRENT SURVEY CONTROL
 FW0716  ___________________________________________________________________
 FW0716* NAD 83(1986)-  36 15 04.     (N)    075 47 00.     (W)     SCALED    
 FW0716* NAVD 88     -         2.224  (meters)       7.30   (feet)  ADJUSTED  
 FW0716  ___________________________________________________________________
 FW0716  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 FW0716  DYNAMIC HT  -           2.222 (meters)       7.29  (feet)  COMP
 FW0716  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 FW0716
 FW0716  VERT ORDER  -  FIRST     CLASS II
 FW0716
 FW0716.The horizontal coordinates were scaled from a topographic map and have
 FW0716.an estimated accuracy of +/- 6 seconds.
 FW0716
 FW0716.The orthometric height was determined by differential leveling
 FW0716.and adjusted in June 1991.
 FW0716
 FW0716.The geoid height was determined by GEOID03.
 FW0716
 FW0716.The dynamic height is computed by dividing the NAVD 88
 FW0716.geopotential number by the normal gravity value computed on the
 FW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0716.degrees latitude (g = 980.6199 gals.).
 FW0716
 FW0716.The modeled gravity was interpolated from observed gravity values.
 FW0716
 FW0716;                    North         East    Units  Estimated Accuracy
 FW0716;SPC NC       -   282,150.      898,660.      MT  (+/- 180 meters Scaled)
 FW0716
 FW0716                          SUPERSEDED SURVEY CONTROL
 FW0716
 FW0716.No superseded survey control is available for this station.
 FW0716
 FW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF296120(NAD 83)
 FW0716_MARKER: DJ = TIDAL STATION DISK
 FW0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0716_SP_SET: CONCRETE POST
 FW0716_STAMPING: NO 2 1975
 FW0716_MARK LOGO: NOS   
 FW0716_PROJECTION: FLUSH
 FW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0716+STABILITY: SURFACE MOTION
 FW0716
 FW0716  HISTORY     - Date     Condition        Report By
 FW0716  HISTORY     - 1975     MONUMENTED       NOS
 FW0716  HISTORY     - 1983     GOOD             NCGS
 FW0716
 FW0716                          STATION DESCRIPTION
 FW0716
 FW0716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0716'10.3 KM (6.4 MI) NW FROM DUCK.
 FW0716'ALONG SR 1200, 0.9 KM (0.55 MILE) NORTHWEST FROM THE OLD CAFFEY
 FW0716'INLET COAST GUARD STATION (NOW SANDERLING SALES OFFICE) TO
 FW0716'SECURITY GATE HOUSE OF OCEAN SANDS, THENCE 2.6 KM (1.6 MILES)
 FW0716'NORTHWEST ALONG A PAVED PRIVATE ROAD, BESIDE A POWER POLE JUST
 FW0716'WEST OF A SAND DUNE,  MARK IS 34.8 METERS (114 FEET) SOUTHWEST
 FW0716'OF CENTERLINE OF ROAD, AND 0.3 METER (1.0 FT)
 FW0716'NORTHWEST OF POWER POLE (104) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0719 ***********************************************************************
 FW0719  DESIGNATION -  865 1112 TIDAL 3
 FW0719  PID         -  FW0719
 FW0719  STATE/COUNTY-  NC/CURRITUCK
 FW0719  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0719
 FW0719                         *CURRENT SURVEY CONTROL
 FW0719  ___________________________________________________________________
 FW0719* NAD 83(1986)-  36 15 08.     (N)    075 47 04.     (W)     SCALED    
 FW0719* NAVD 88     -         2.289  (meters)       7.51   (feet)  ADJUSTED  
 FW0719  ___________________________________________________________________
 FW0719  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 FW0719  DYNAMIC HT  -           2.287 (meters)       7.50  (feet)  COMP
 FW0719  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 FW0719
 FW0719  VERT ORDER  -  FIRST     CLASS II
 FW0719
 FW0719.The horizontal coordinates were scaled from a topographic map and have
 FW0719.an estimated accuracy of +/- 6 seconds.
 FW0719
 FW0719.The orthometric height was determined by differential leveling
 FW0719.and adjusted in June 1991.
 FW0719
 FW0719.The geoid height was determined by GEOID03.
 FW0719
 FW0719.The dynamic height is computed by dividing the NAVD 88
 FW0719.geopotential number by the normal gravity value computed on the
 FW0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0719.degrees latitude (g = 980.6199 gals.).
 FW0719
 FW0719.The modeled gravity was interpolated from observed gravity values.
 FW0719
 FW0719;                    North         East    Units  Estimated Accuracy
 FW0719;SPC NC       -   282,270.      898,560.      MT  (+/- 180 meters Scaled)
 FW0719
 FW0719                          SUPERSEDED SURVEY CONTROL
 FW0719
 FW0719.No superseded survey control is available for this station.
 FW0719
 FW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF295122(NAD 83)
 FW0719_MARKER: DJ = TIDAL STATION DISK
 FW0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0719_SP_SET: CONCRETE POST
 FW0719_STAMPING: NO 3 1975
 FW0719_MARK LOGO: NOS   
 FW0719_PROJECTION: FLUSH
 FW0719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0719+STABILITY: SURFACE MOTION
 FW0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0719+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 FW0719
 FW0719  HISTORY     - Date     Condition        Report By
 FW0719  HISTORY     - 1975     MONUMENTED       NOS
 FW0719  HISTORY     - 1983     GOOD             NCGS
 FW0719  HISTORY     - 20041202 SEE DESCRIPTION  NCGS
 FW0719
 FW0719                          STATION DESCRIPTION
 FW0719
 FW0719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0719'10.5 KM (6.5 MI) NW FROM DUCK.
 FW0719'ALONG SR 1200, 0.9 KM (0.55 MILE) NORTH-NORTHWEST FROM THE OLD
 FW0719'CAFFEY INLET COAST GUARD STATION (NOW SANDERLING SALES OFFICE)
 FW0719'TO SECURITY GATE OF OCEAN SANDS, THENCE 2.7 KM (1.7 MILES)
 FW0719'NORTHWEST ALONG A PAVED PRIVATE ROAD, AT A POWER POLE CROSSING,
 FW0719'MARK IS 9.94 METERS (32.6 FEET) WEST-SOUTHWEST OF CENTERLINE
 FW0719'OF ROAD AND 0.21 METER (0.7 FOOT) EAST-NORTHEAST OF POWER POLE
 FW0719'(DD42) WITH REFERENCE TAG.
 FW0719'THE MARK IS 1 FT ABOVE ROAD.
 FW0719
 FW0719                          STATION RECOVERY (2004)
 FW0719
 FW0719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0719'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  SCALED
 FW0719'COORDINATES PLACE LOCATION ALONG A THICK HEDGE OF LIVE OAKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0720 ***********************************************************************
 FW0720  DESIGNATION -  865 1112 TIDAL 4
 FW0720  PID         -  FW0720
 FW0720  STATE/COUNTY-  NC/CURRITUCK
 FW0720  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0720
 FW0720                         *CURRENT SURVEY CONTROL
 FW0720  ___________________________________________________________________
 FW0720* NAD 83(1986)-  36 15 12.     (N)    075 47 05.     (W)     SCALED    
 FW0720* NAVD 88     -         2.277  (meters)       7.47   (feet)  ADJUSTED  
 FW0720  ___________________________________________________________________
 FW0720  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 FW0720  DYNAMIC HT  -           2.275 (meters)       7.46  (feet)  COMP
 FW0720  MODELED GRAV-     979,797.8   (mgal)                       NAVD 88
 FW0720
 FW0720  VERT ORDER  -  SECOND    CLASS II
 FW0720
 FW0720.The horizontal coordinates were scaled from a topographic map and have
 FW0720.an estimated accuracy of +/- 6 seconds.
 FW0720
 FW0720.The orthometric height was determined by differential leveling
 FW0720.and adjusted in March 2006.
 FW0720
 FW0720.The geoid height was determined by GEOID03.
 FW0720
 FW0720.The dynamic height is computed by dividing the NAVD 88
 FW0720.geopotential number by the normal gravity value computed on the
 FW0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0720.degrees latitude (g = 980.6199 gals.).
 FW0720
 FW0720.The modeled gravity was interpolated from observed gravity values.
 FW0720
 FW0720;                    North         East    Units  Estimated Accuracy
 FW0720;SPC NC       -   282,390.      898,530.      MT  (+/- 180 meters Scaled)
 FW0720
 FW0720                          SUPERSEDED SURVEY CONTROL
 FW0720
 FW0720  NAVD 88 (06/15/91)    2.288  (m)            7.51   (f) UNKNOWN     1 2
 FW0720
 FW0720.Superseded values are not recommended for survey control.
 FW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0720.See file dsdata.txt to determine how the superseded data were derived.
 FW0720
 FW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF295123(NAD 83)
 FW0720_MARKER: DJ = TIDAL STATION DISK
 FW0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0720_SP_SET: CONCRETE POST
 FW0720_STAMPING: NO 4 1975
 FW0720_MARK LOGO: NOS   
 FW0720_PROJECTION: FLUSH
 FW0720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FW0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0720+STABILITY: SURFACE MOTION
 FW0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0720+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 FW0720
 FW0720  HISTORY     - Date     Condition        Report By
 FW0720  HISTORY     - 1975     MONUMENTED       NOS
 FW0720  HISTORY     - 1983     GOOD             NCGS
 FW0720  HISTORY     - 19990614 GOOD             NCDOT
 FW0720  HISTORY     - 20021211 GOOD             NCGS
 FW0720  HISTORY     - 20041202 GOOD             NCGS
 FW0720
 FW0720                          STATION DESCRIPTION
 FW0720
 FW0720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0720'10.5 KM (6.5 MI) NW FROM DUCK.
 FW0720'ALONG SR 1200, 0.9 KM (0.55 MILE) NORTH-NORTHWEST FROM THE OLD
 FW0720'CAFFEY INLET COAST GUARD STATION (NOW SANDERLING SALES OFFICE)
 FW0720'TO SECURITY GATE OF OCEAN SANDS, THENCE 2.7 KM (1.7 MILES)
 FW0720'NORTHWEST ALONG A PAVED PRIVATE ROAD, BESIDE A POWER POLE AT
 FW0720'NORTH END OF A POWER LINE CROSSING, 8.08 METERS (26.5 FT)
 FW0720'EAST-NORTHEAST OF CENTERLINE OF ROAD, 0.30 METER (1.0 FOOT)
 FW0720'EAST-NORTHEAST OF POWER POLE (CE 81) WITH REFERENCE TAG, AND
 FW0720'18.29 METERS (60.0 FEET) NORTHEAST OF TELEPHONE PEDESTAL.
 FW0720'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0720
 FW0720                          STATION RECOVERY (1999)
 FW0720
 FW0720'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0720'RECOVERED IN GOOD CONDITION.
 FW0720
 FW0720                          STATION RECOVERY (2002)
 FW0720
 FW0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 FW0720'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. ALONG NC 12
 FW0720'FOR 1.75 MI (2.82 KM) NORTH FROM THE DARE CURRITUCK COUNTY LINE.
 FW0720'LOCATED 26.0 FT (7.9 M) EAST OF THE CENTERLINE OF A PAVED PRIVATE
 FW0720'ROAD, 2.7 FT (0.8 M) WEST OF A METAL WITNESS POST AND 30.5 FT (9.3 M)
 FW0720'SOUTH OF A TELEPHONE PEDESTAL.
 FW0720
 FW0720                          STATION RECOVERY (2004)
 FW0720
 FW0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0720'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.  NEW
 FW0720'LATITUDE (36-15-11.0) AND LONGITUDE (075-47-04.5) OBTAINED WITH HAND
 FW0720'HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0691 ***********************************************************************
 FW0691  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0691  DESIGNATION -  865 1370 A TIDAL
 FW0691  PID         -  FW0691
 FW0691  STATE/COUNTY-  NC/DARE
 FW0691  USGS QUAD   -  JARVISBURG (1982)
 FW0691
 FW0691                         *CURRENT SURVEY CONTROL
 FW0691  ___________________________________________________________________
 FW0691* NAD 83(1986)-  36 10 59.     (N)    075 45 05.     (W)     SCALED    
 FW0691* NAVD 88     -         6.066  (meters)      19.90   (feet)  ADJUSTED  
 FW0691  ___________________________________________________________________
 FW0691  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0691  DYNAMIC HT  -           6.061 (meters)      19.89  (feet)  COMP
 FW0691  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0691
 FW0691  VERT ORDER  -  FIRST     CLASS II
 FW0691
 FW0691.The horizontal coordinates were scaled from a topographic map and have
 FW0691.an estimated accuracy of +/- 6 seconds.
 FW0691
 FW0691.The orthometric height was determined by differential leveling
 FW0691.and adjusted in June 1991.
 FW0691
 FW0691.This Tidal Bench Mark is designated as VM 523
 FW0691.by the Center for Operational Oceanographic Products and Services.
 FW0691
 FW0691.The geoid height was determined by GEOID03.
 FW0691
 FW0691.The dynamic height is computed by dividing the NAVD 88
 FW0691.geopotential number by the normal gravity value computed on the
 FW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0691.degrees latitude (g = 980.6199 gals.).
 FW0691
 FW0691.The modeled gravity was interpolated from observed gravity values.
 FW0691
 FW0691;                    North         East    Units  Estimated Accuracy
 FW0691;SPC NC       -   274,690.      901,780.      MT  (+/- 180 meters Scaled)
 FW0691
 FW0691                          SUPERSEDED SURVEY CONTROL
 FW0691
 FW0691  NGVD 29 (??/??/??)    6.359  (m)           20.86   (f) ADJUSTED    1 2
 FW0691
 FW0691.Superseded values are not recommended for survey control.
 FW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0691.See file dsdata.txt to determine how the superseded data were derived.
 FW0691
 FW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324045(NAD 83)
 FW0691_MARKER: DJ = TIDAL STATION DISK
 FW0691_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FW0691_SP_SET: ABUTMENT OF PIER
 FW0691_STAMPING: 1370 A 1977
 FW0691_MARK LOGO: NOS   
 FW0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0691+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1999
 FW0691
 FW0691  HISTORY     - Date     Condition        Report By
 FW0691  HISTORY     - 1977     MONUMENTED       NOS
 FW0691  HISTORY     - 1981     GOOD             NGS
 FW0691  HISTORY     - 1989     GOOD             USPSQD
 FW0691  HISTORY     - 19990925 GOOD             NGS
 FW0691
 FW0691                          STATION DESCRIPTION
 FW0691
 FW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0691'IN DUCK.
 FW0691'IN DUCK, AT THE U.S ARMY CORPS OF ENGINEERS COASTAL ENGINEERING
 FW0691'RESEARCH CENTER, 1.6 KILOMETER (1.0 MILE) NORTH ALONG COUNTY ROAD
 FW0691'1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.5 KILOMETER
 FW0691'(0.3 MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH CENTER, AT
 FW0691'THE WEST END OF THE RESEARCH CENTER PIER, SET VERTICALLY AND CENTERED
 FW0691'IN THE SOUTH FACE OF THE FIRST CONCRETE ABUTMENT OF THE PIER.
 FW0691'NOTE-THE MARK IS BEHIND THREE 3-INCH PVC PIPES WHICH CARRY THE
 FW0691'ELECTRIC LINES ALONG THE PIER.
 FW0691'3.65 METERS (12.0 FEET) NORTHWEST OF THE NORTHWEST CORNER OF A 6-FOOT
 FW0691'HIGH CHAIN LINK FENCE.
 FW0691'THE MARK IS 0.91 M ABOVE BEACH.
 FW0691
 FW0691                          STATION RECOVERY (1989)
 FW0691
 FW0691'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0691'RECOVERED IN GOOD CONDITION.
 FW0691
 FW0691                          STATION RECOVERY (1999)
 FW0691
 FW0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 FW0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0688 ***********************************************************************
 FW0688  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0688  DESIGNATION -  865 1370 B TIDAL
 FW0688  PID         -  FW0688
 FW0688  STATE/COUNTY-  NC/DARE
 FW0688  USGS QUAD   -  JARVISBURG (1982)
 FW0688
 FW0688                         *CURRENT SURVEY CONTROL
 FW0688  ___________________________________________________________________
 FW0688* NAD 83(1986)-  36 10 57.     (N)    075 45 05.     (W)     SCALED    
 FW0688* NAVD 88     -         3.731  (meters)      12.24   (feet)  ADJUSTED  
 FW0688  ___________________________________________________________________
 FW0688  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0688  DYNAMIC HT  -           3.728 (meters)      12.23  (feet)  COMP
 FW0688  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0688
 FW0688  VERT ORDER  -  FIRST     CLASS II
 FW0688
 FW0688.The horizontal coordinates were scaled from a topographic map and have
 FW0688.an estimated accuracy of +/- 6 seconds.
 FW0688
 FW0688.The orthometric height was determined by differential leveling
 FW0688.and adjusted in June 1991.
 FW0688
 FW0688.This Tidal Bench Mark is designated as VM 522
 FW0688.by the Center for Operational Oceanographic Products and Services.
 FW0688
 FW0688.The geoid height was determined by GEOID03.
 FW0688
 FW0688.The dynamic height is computed by dividing the NAVD 88
 FW0688.geopotential number by the normal gravity value computed on the
 FW0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0688.degrees latitude (g = 980.6199 gals.).
 FW0688
 FW0688.The modeled gravity was interpolated from observed gravity values.
 FW0688
 FW0688;                    North         East    Units  Estimated Accuracy
 FW0688;SPC NC       -   274,630.      901,780.      MT  (+/- 180 meters Scaled)
 FW0688
 FW0688                          SUPERSEDED SURVEY CONTROL
 FW0688
 FW0688  NGVD 29 (??/??/??)    4.024  (m)           13.20   (f) ADJUSTED    1 2
 FW0688
 FW0688.Superseded values are not recommended for survey control.
 FW0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0688.See file dsdata.txt to determine how the superseded data were derived.
 FW0688
 FW0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324044(NAD 83)
 FW0688_MARKER: DJ = TIDAL STATION DISK
 FW0688_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 FW0688_SP_SET: GALVANIZED STEEL ROD
 FW0688_STAMPING: 1370 B 1977
 FW0688_MARK LOGO: NOS   
 FW0688_PROJECTION: PROJECTING 18 CENTIMETERS
 FW0688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0688+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0688_ROD/PIPE-DEPTH: 7.3  meters
 FW0688
 FW0688  HISTORY     - Date     Condition        Report By
 FW0688  HISTORY     - 1977     MONUMENTED       NOS
 FW0688  HISTORY     - 1981     GOOD             NGS
 FW0688  HISTORY     - 1983     GOOD             NCGS
 FW0688  HISTORY     - 1989     GOOD             USPSQD
 FW0688  HISTORY     - 19990925 GOOD             NGS
 FW0688  HISTORY     - 20010319 GOOD             NOS
 FW0688
 FW0688                          STATION DESCRIPTION
 FW0688
 FW0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0688'IN DUCK.
 FW0688'IN DUCK, AT THE U.S. ARMY CORPS OF ENGINEERS COASTAL ENGINEERING
 FW0688'RESEARCH CENTER, 1.6 KILOMETER (1.0 MILE) NORTH ALONG COUNTY ROAD
 FW0688'1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.5 KILOMETER
 FW0688'(0.30 MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH CENTER,
 FW0688'ON THE NORTH SIDE OF THE CONCRETE RAMP FOR ACCESS TO THE CONCRETE
 FW0688'PLATFORM AROUND THE RESEARCH CENTER OFFICE BUILDING AND THE PIER,
 FW0688'31.09 METERS (102.0 FEET) NORTH OF THE CENTER OF THE PAVED ACCESS
 FW0688'ROAD, 13.4 METERS (44.0 FEET) NORTHEAST OF THE WEST END OF THE
 FW0688'NORTHWEST CORNER OF THE CONCRETE RAMP, 3.35 METERS (11.0 FEET)
 FW0688'NORTHWEST OF THE NORTHWEST CORNER OF A 3 BY 3-FOOT CONCRETE TOWER
 FW0688'FOUNDATION.
 FW0688'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 FW0688'THE MARK IS 0.18 M ABOVE GROUND.
 FW0688
 FW0688                          STATION RECOVERY (1983)
 FW0688
 FW0688'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0688'RECOVERED IN GOOD CONDITION.
 FW0688
 FW0688                          STATION RECOVERY (1989)
 FW0688
 FW0688'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0688'RECOVERED IN GOOD CONDITION.
 FW0688
 FW0688                          STATION RECOVERY (1999)
 FW0688
 FW0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 FW0688'RECOVERED IN GOOD CONDITION.
 FW0688
 FW0688                          STATION RECOVERY (2001)
 FW0688
 FW0688'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0688'RECOVERED IN GOOD CONDITION.  ADD--CRIMPED TO A GALVANIZED STEEL ROD
 FW0688'DRIVEN 7.3 M (24.0 FT) TO REFUSAL, AND ENCASED IN A 6 IN PVC PIPE WITH
 FW0688'CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0686 ***********************************************************************
 FW0686  FBN         -  This is a Federal Base Network Control Station.
 FW0686  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0686  DESIGNATION -  865 1370 C TIDAL
 FW0686  PID         -  FW0686
 FW0686  STATE/COUNTY-  NC/DARE
 FW0686  USGS QUAD   -  JARVISBURG (1982)
 FW0686
 FW0686                         *CURRENT SURVEY CONTROL
 FW0686  ___________________________________________________________________
 FW0686* NAD 83(2007)-  36 10 53.34950(N)    075 45 16.50262(W)     ADJUSTED  
 FW0686* NAVD 88     -         5.627  (meters)      18.46   (feet)  ADJUSTED  
 FW0686  ___________________________________________________________________
 FW0686  EPOCH DATE  -        2002.00
 FW0686  X           -   1,268,301.337 (meters)                     COMP
 FW0686  Y           -  -4,995,623.694 (meters)                     COMP
 FW0686  Z           -   3,744,445.112 (meters)                     COMP
 FW0686  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FW0686  ELLIP HEIGHT-         -33.233 (meters)          (02/10/07) ADJUSTED
 FW0686  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0686  DYNAMIC HT  -           5.622 (meters)      18.44  (feet)  COMP
 FW0686
 FW0686  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FW0686  Type    PID    Designation                      North   East  Ellip
 FW0686  -------------------------------------------------------------------
 FW0686  NETWORK FW0686 865 1370 C TIDAL                  0.22   0.18   0.25
 FW0686  -------------------------------------------------------------------
 FW0686  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 FW0686
 FW0686  VERT ORDER  -  FIRST     CLASS II
 FW0686
 FW0686.The horizontal coordinates were established by GPS observations
 FW0686.and adjusted by the National Geodetic Survey in February 2007.
 FW0686
 FW0686.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FW0686.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FW0686.The horizontal coordinates are valid at the epoch date displayed above.
 FW0686.The epoch date for horizontal control is a decimal equivalence
 FW0686.of Year/Month/Day.
 FW0686
 FW0686.The orthometric height was determined by differential leveling
 FW0686.and adjusted in June 1991.
 FW0686.WARNING-Repeat measurements at this control monument indicate possible
 FW0686.vertical movement.
 FW0686
 FW0686.This Tidal Bench Mark is designated as VM 524
 FW0686.by the Center for Operational Oceanographic Products and Services.
 FW0686
 FW0686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FW0686
 FW0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0686
 FW0686.The ellipsoidal height was determined by GPS observations
 FW0686.and is referenced to NAD 83.
 FW0686
 FW0686.The geoid height was determined by GEOID03.
 FW0686
 FW0686.The dynamic height is computed by dividing the NAVD 88
 FW0686.geopotential number by the normal gravity value computed on the
 FW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0686.degrees latitude (g = 980.6199 gals.).
 FW0686
 FW0686.The modeled gravity was interpolated from observed gravity values.
 FW0686
 FW0686;                    North         East     Units Scale Factor Converg.
 FW0686;SPC NC       -   274,509.989   901,497.174   MT  1.00000417   +1 52 23.4
 FW0686;SPC NC       -   900,621.52  2,957,661.98   sFT  1.00000417   +1 52 23.4
 FW0686;UTM  18      - 4,004,341.988   432,146.699   MT  0.99965673   -0 26 43.7
 FW0686
 FW0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0686!SPC NC       -   1.00000522  x   1.00000417  =   1.00000939
 FW0686!UTM  18      -   1.00000522  x   0.99965673  =   0.99966194
 FW0686
 FW0686|---------------------------------------------------------------------|
 FW0686| PID    Reference Object                     Distance      Geod. Az  |
 FW0686|                                                           dddmmss.s |
 FW0686| DG5398 DUCK 2 CORS ARP                     307.070 METERS 07823     |
 FW0686| FW0685 865 1370 D TIDAL                    152.529 METERS 25143     |
 FW0686|---------------------------------------------------------------------|
 FW0686
 FW0686                          SUPERSEDED SURVEY CONTROL
 FW0686
 FW0686  NAD 83(1986)-  36 10 53.36548(N)    075 45 16.52141(W) AD(       ) 1
 FW0686  NAD 83(2001)-  36 10 53.34963(N)    075 45 16.50270(W) AD(       ) A
 FW0686  ELLIP H (09/24/02)  -33.234  (m)                       GP(       ) 4 1
 FW0686  NAD 83(1993)-  36 10 53.35060(N)    075 45 16.50139(W) AD(       ) A
 FW0686  ELLIP H (04/04/94)  -33.299  (m)                       GP(       ) 3 1
 FW0686  NAD 83(1993)-  36 10 53.34717(N)    075 45 16.50037(W) AD(       ) A
 FW0686  ELLIP H (12/31/92)  -33.291  (m)                       GP(       ) 4 1
 FW0686  NAD 83(1986)-  36 10 53.36801(N)    075 45 16.51390(W) AD(       ) 3
 FW0686  NAD 27      -  36 10 52.77098(N)    075 45 17.86198(W) AD(       ) 3
 FW0686  NAVD 88 (12/31/92)    5.63   (m)           18.5    (f) LEVELING    3  
 FW0686  NGVD 29 (??/??/??)    5.922  (m)           19.43   (f) ADJUSTED    1 2
 FW0686
 FW0686.Superseded values are not recommended for survey control.
 FW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0686.See file dsdata.txt to determine how the superseded data were derived.
 FW0686
 FW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3214704342(NAD 83)
 FW0686_MARKER: DJ = TIDAL STATION DISK
 FW0686_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 FW0686_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 FW0686_STAMPING: 1370 C 1977
 FW0686_MARK LOGO: NOS   
 FW0686_PROJECTION: PROJECTING 18 CENTIMETERS
 FW0686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0686+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 FW0686_ROD/PIPE-DEPTH: 9.8  meters
 FW0686
 FW0686  HISTORY     - Date     Condition        Report By
 FW0686  HISTORY     - 1977     MONUMENTED       NOS
 FW0686  HISTORY     - 1981     GOOD             NGS
 FW0686  HISTORY     - 1983     GOOD             NCGS
 FW0686  HISTORY     - 1987     GOOD             NGS
 FW0686  HISTORY     - 1989     GOOD             USPSQD
 FW0686  HISTORY     - 19900820 GOOD             NOS
 FW0686  HISTORY     - 19920424 GOOD             NGS
 FW0686  HISTORY     - 19920902 GOOD             NOS
 FW0686  HISTORY     - 19990609 GOOD             NCDOT
 FW0686  HISTORY     - 20001220 GOOD             NCGS
 FW0686  HISTORY     - 20010319 GOOD             NOS
 FW0686  HISTORY     - 20050411 GOOD             NCGS
 FW0686
 FW0686                          STATION DESCRIPTION
 FW0686
 FW0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0686'IN DUCK.
 FW0686'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0686'IN DUCK, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD 1152 FROM
 FW0686'THE UNITED METHODIST CHURCH TO THE JUNCTION OF A PAVED ACCESS ROAD
 FW0686'LEADING EAST TO THE U.S. ARMY CORP OF ENGINEERS COASTAL ENGINEERING
 FW0686'RESEARCH CENTER, 0.28 KILOMETER (0.15 MILE) EAST OF THE JUNCTION OF
 FW0686'THE ROADS, 0.08 KILOMETER (0.05 MILE) WEST OF THE WEST ENTRANCE OF
 FW0686'THE VISTORS PARKING AREA, 182.88 METERS (600 FEET) EAST OF THE CENTER
 FW0686'LINE OF COUNTY ROAD 1152, 152.40 METERS (500.0 FEET) EAST OF TIDAL
 FW0686'MARK 865-1370 D AND 30.48 METERS (100.0 FEET) NORTH OF THE CENTER OF
 FW0686'THE ACCESS ROAD.
 FW0686'THE MARK IS 0.50 METERS  S FROM A WITNESS POST.
 FW0686
 FW0686                          STATION RECOVERY (1983)
 FW0686
 FW0686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0686'RECOVERED IN GOOD CONDITION. NOTE--ROD SUPPORTING THE DISK IS BENT.
 FW0686
 FW0686                          STATION RECOVERY (1987)
 FW0686
 FW0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FW0686'THE STATION WAS RECOVERED AT THIS DATE.
 FW0686'AS DESCRIBED IN 1986.
 FW0686'
 FW0686'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FW0686'1987.
 FW0686'
 FW0686'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FW0686'
 FW0686'DESCRIBED BY D.A. BOWLING.
 FW0686
 FW0686                          STATION RECOVERY (1989)
 FW0686
 FW0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0686'RECOVERED IN GOOD CONDITION.
 FW0686
 FW0686                          STATION RECOVERY (1990)
 FW0686
 FW0686'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 FW0686'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTH OF THE TOWN OF DUCK,
 FW0686'NC ALONG THE ACCESS ROAD TO THE U.S. CORPS OF ENGINEERS RESEARCH
 FW0686'FACILITY PIER.
 FW0686'TO REACH THE STATION FROM THE METHODIST CHURCH IN DUCK, PROCEED NORTH
 FW0686'ON STATE ROAD 12 FOR 1.6 KM (1.00 MI) TO THE U.S. CORPS OF ENGINEERS
 FW0686'RESEARCH FACILITY ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED
 FW0686'EAST TO STATION ON THE LEFT ON THE HIGHEST POINT OF LAND IN THAT AREA.
 FW0686'THE STATION IS A STANDARD NOS TIDAL BENCH MARK STAMPED---865 1370
 FW0686'C---CLAMPED ONTO A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL AND ENCASED
 FW0686'IN A PVC PIPE.  THE STATION IS APPROXIMATELY HALF-WAY BETWEEN THE
 FW0686'ENTRANCE GATE ON HWY 12 AND THE GATE TO THE FACILITY AND IS
 FW0686'APPROXIMATELY 25 M (82.0 FT) NORTH OF THE NORTH EDGE OF THE PAVED
 FW0686'ACCESS ROAD.
 FW0686
 FW0686                          STATION RECOVERY (1992)
 FW0686
 FW0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FW0686'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF DUCK, ON THE
 FW0686'ACCESS ROAD TO THE U.S. CORPS OF ENGINEERS RESEARCH FACILITY PIER.
 FW0686'OWNERSHIP--CONTACT DR. CHARLES LONG, ACTING CHIEF, 1261 DUCK ROAD,
 FW0686'KITTY HAWK, NC, 27949.  DAWN MILLER (SECRETARY) TELEPHONE
 FW0686'704-261-3511.  KEY REQUIRED AFTER WORKING HOURS.
 FW0686'TO REACH THE STATION FROM THE METHODIST CHURCH IN DUCK, GO NORTH ON
 FW0686'STATE ROAD 12 FOR 1.6 KM (0.99 MI) TO THE U.S. CORPS OF ENGINEERS
 FW0686'RESEARCH FACILITY ACCESS ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 FW0686'PASSING THROUGH A GATE (LOCKED AFTER WORKING HOURS) 0.1 KM (0.06 MI)
 FW0686'TO THE STATION ON THE LEFT ON THE HIGHEST POINT OF LAND IN THE AREA.
 FW0686'THE STATION IS A STANDARD NOS TIDAL BENCH MARK DISK STAMPED--865 1370
 FW0686'C--THE DISK IS CLAMPED TO A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL
 FW0686'(10-FEET) AND ENCASED IN A PVC PIPE.  THE STATION IS ABOUT HALF-WAY
 FW0686'BETWEEN THE ENTRANCE GATE ON HIGHWAY 12 AND THE GATE TO THE FACILITY
 FW0686'AND IS ABOUT 25 M (82.02 FT) NORTH FROM THE NORTH EDGE OF THE PAVED
 FW0686'ACCESS ROAD.
 FW0686'THE STATION IS LOCATED 91.4 M (299.87 FT) WEST FROM A GAZEBO, 30.66 M
 FW0686'(100.59 FT) NORTH-NORTHWEST FROM CENTER OF PAVED ROAD AND 0.49 M
 FW0686'(1.61 FT) SOUTH-SOUTHEAST FROM A WOODEN WITNESS POST WITH SIGN.
 FW0686
 FW0686                          STATION RECOVERY (1992)
 FW0686
 FW0686'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 FW0686'RECOVERED IN GOOD CONDITION.
 FW0686
 FW0686                          STATION RECOVERY (1999)
 FW0686
 FW0686'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0686'RECOVERED IN GOOD CONDITION.
 FW0686
 FW0686                          STATION RECOVERY (2000)
 FW0686
 FW0686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 FW0686'RECOVERED AS DESCRIBED. DISK LEANING SLIGHTLY TO THE SOUTH. NOTE--FBN
 FW0686'GPS OBSERVATIONS
 FW0686'WERE PERFORMED IN JULY 2001 WITH DISK LEANING SLIGHTLY.
 FW0686' 
 FW0686'
 FW0686
 FW0686                          STATION RECOVERY (2001)
 FW0686
 FW0686'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0686'RECOVERED AS DESCRIBED.
 FW0686
 FW0686                          STATION RECOVERY (2005)
 FW0686
 FW0686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FW0686'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0685 ***********************************************************************
 FW0685  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0685  DESIGNATION -  865 1370 D TIDAL
 FW0685  PID         -  FW0685
 FW0685  STATE/COUNTY-  NC/DARE
 FW0685  USGS QUAD   -  JARVISBURG (1982)
 FW0685
 FW0685                         *CURRENT SURVEY CONTROL
 FW0685  ___________________________________________________________________
 FW0685* NAD 83(1993)-  36 10 51.81295(N)    075 45 22.31700(W)     ADJUSTED  
 FW0685* NAVD 88     -         2.266  (meters)       7.43   (feet)  ADJUSTED  
 FW0685  ___________________________________________________________________
 FW0685  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 FW0685  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0685  DYNAMIC HT  -           2.264 (meters)       7.43  (feet)  COMP
 FW0685  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 FW0685
 FW0685  HORZ ORDER  -  THIRD
 FW0685  VERT ORDER  -  FIRST     CLASS II
 FW0685
 FW0685.The horizontal coordinates were established by GPS observations
 FW0685.and adjusted by the National Geodetic Survey in September 1995.
 FW0685
 FW0685.The orthometric height was determined by differential leveling
 FW0685.and adjusted in June 1991.
 FW0685
 FW0685.This Tidal Bench Mark is designated as VM 525
 FW0685.by the Center for Operational Oceanographic Products and Services.
 FW0685
 FW0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0685
 FW0685.The geoid height was determined by GEOID03.
 FW0685
 FW0685.The dynamic height is computed by dividing the NAVD 88
 FW0685.geopotential number by the normal gravity value computed on the
 FW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0685.degrees latitude (g = 980.6199 gals.).
 FW0685
 FW0685.The modeled gravity was interpolated from observed gravity values.
 FW0685
 FW0685;                    North         East     Units Scale Factor Converg.
 FW0685;SPC NC       -   274,457.905   901,353.509   MT  1.00000405   +1 52 20.0
 FW0685;SPC NC       -   900,450.64  2,957,190.64   sFT  1.00000405   +1 52 20.0
 FW0685;UTM  18      - 4,004,295.776   432,001.095   MT  0.99965697   -0 26 47.2
 FW0685
 FW0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0685!SPC NC       -   1.00000574  x   1.00000405  =   1.00000979
 FW0685!UTM  18      -   1.00000574  x   0.99965697  =   0.99966271
 FW0685
 FW0685|---------------------------------------------------------------------|
 FW0685| PID    Reference Object                     Distance      Geod. Az  |
 FW0685|                                                           dddmmss.s |
 FW0685| FW0686 865 1370 C TIDAL                    152.529 METERS 07143     |
 FW0685|---------------------------------------------------------------------|
 FW0685
 FW0685                          SUPERSEDED SURVEY CONTROL
 FW0685
 FW0685  NAD 83(1986)-  36 10 51.81305(N)    075 45 22.31733(W) AD(       ) 3
 FW0685  NAD 27      -  36 10 51.21604(N)    075 45 23.66518(W) AD(       ) 3
 FW0685  NGVD 29 (??/??/??)    2.559  (m)            8.40   (f) ADJUSTED    1 2
 FW0685
 FW0685.Superseded values are not recommended for survey control.
 FW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0685.See file dsdata.txt to determine how the superseded data were derived.
 FW0685
 FW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3200104296(NAD 83)
 FW0685_MARKER: DJ = TIDAL STATION DISK
 FW0685_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 FW0685_SP_SET: GALVANIZED STEEL ROD
 FW0685_STAMPING: 1370 D 1979
 FW0685_MARK LOGO: NOS   
 FW0685_PROJECTION: PROJECTING 36 CENTIMETERS
 FW0685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0685+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0685_ROD/PIPE-DEPTH: 7.3  meters
 FW0685
 FW0685  HISTORY     - Date     Condition        Report By
 FW0685  HISTORY     - 1987     MONUMENTED       NGS
 FW0685  HISTORY     - 1981     GOOD             NGS
 FW0685  HISTORY     - 1983     GOOD             NCGS
 FW0685  HISTORY     - 1989     GOOD             USPSQD
 FW0685  HISTORY     - 19990609 GOOD             NCDOT
 FW0685  HISTORY     - 20010319 GOOD             NOS
 FW0685
 FW0685                          STATION DESCRIPTION
 FW0685
 FW0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 FW0685'THE STATION IS LOCATED IN DUCK AND AT
 FW0685'THE U.S. ARMY CORPS OF ENGINEERS COASTAL ENGINEERING RESEARCH
 FW0685'CENTER.
 FW0685'OWNERSHIP--U.S. ARMY.
 FW0685'
 FW0685'TO REACH THE STATION FROM THE UNITED METHODIST CHURCH IN DUCK, GO
 FW0685'NORTH ALONG COUNTY ROAD 1152 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF
 FW0685'A PAVED ACCESS ROAD ON THE RIGHT, LEADING EAST TO THE U.S. ARMY
 FW0685'CORPS OF ENGINEERS COASTAL ENGINEERING RESEARCH CENTER AND THE
 FW0685'STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE JUNCTION.
 FW0685'
 FW0685'THE STATION IS A STANDARD NOS DISK
 FW0685'STAMPED---865 1370 D 1977---,
 FW0685'ATTACHED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN INTO
 FW0685'THE GROUND AND INSIDE A 4-INCH PVC PIPE THAT PROJECTS 0.6 METER
 FW0685'ABOVE GROUND, THE DISK IS RECESSED 0.3 METER BELOW THE TOP OF THE
 FW0685'PIPE.  LOCATED
 FW0685'30.6 METERS (100.5 FT) NORTH FROM THE CENTER OF THE ACCESS ROAD,
 FW0685'30.2 METERS (99.2 FT) EAST FROM THE CENTERLINE OF COUNTY ROAD 1152,
 FW0685'23.7 METERS (77.9 FT) NORTHEAST FROM THE EAST LEG OF A WOODEN SIGN
 FW0685'FOR THE RESEARCH CENTER, AND
 FW0685'0.5 METERS (1.6 FT) SOUTH FROM A WITNESS POST.
 FW0685'
 FW0685'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 FW0685'1987.
 FW0685'
 FW0685'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 FW0685'
 FW0685'DESCRIBED BY R.E. PETTEY, JR.
 FW0685
 FW0685                          STATION RECOVERY (1981)
 FW0685
 FW0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 FW0685'IN DUCK.
 FW0685'IN DUCK, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD 1152 FROM
 FW0685'THE DUCK UNITED METHODIST CHURCH, TO THE JUNCTION OF A PAVED ACCESS
 FW0685'ROAD LEADING EAST TO THE U.S. ARMY CORP OF ENGINEERS COASTAL
 FW0685'ENGINEERING RESEARCH CENTER AND THE MARK ON THE RIGHT, IN THE
 FW0685'NORTHEAST ANGLE OF THE JUNCTION, 30.48 METERS (100.0 FEET) EAST OF THE
 FW0685'CENTER LINE OF THE COUNTY ROAD, 30.48 METERS (100.0 FEET) NORTH OF THE
 FW0685'CENTER OF THE ACCESS ROAD, 23.77 METERS (78.0 FEET) NORTHEAST OF THE
 FW0685'EAST LEG OF A WOODEN SIGN FOR THE RESEARCH CENTER.
 FW0685'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 FW0685'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0685
 FW0685                          STATION RECOVERY (1983)
 FW0685
 FW0685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0685'RECOVERED IN GOOD CONDITION.
 FW0685
 FW0685                          STATION RECOVERY (1989)
 FW0685
 FW0685'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0685'RECOVERED IN GOOD CONDITION.
 FW0685
 FW0685                          STATION RECOVERY (1999)
 FW0685
 FW0685'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0685'RECOVERED IN GOOD CONDITION.
 FW0685
 FW0685                          STATION RECOVERY (2001)
 FW0685
 FW0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0685'RECOVERED IN GOOD CONDITION. ADD--PROJECTING 36 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0683 ***********************************************************************
 FW0683  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0683  DESIGNATION -  865 1370 E TIDAL
 FW0683  PID         -  FW0683
 FW0683  STATE/COUNTY-  NC/DARE
 FW0683  USGS QUAD   -  JARVISBURG (1982)
 FW0683
 FW0683                         *CURRENT SURVEY CONTROL
 FW0683  ___________________________________________________________________
 FW0683* NAD 83(1986)-  36 10 49.     (N)    075 45 23.     (W)     SCALED    
 FW0683* NAVD 88     -         1.512  (meters)       4.96   (feet)  ADJUSTED  
 FW0683  ___________________________________________________________________
 FW0683  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0683  DYNAMIC HT  -           1.511 (meters)       4.96  (feet)  COMP
 FW0683  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 FW0683
 FW0683  VERT ORDER  -  FIRST     CLASS II
 FW0683
 FW0683.The horizontal coordinates were scaled from a topographic map and have
 FW0683.an estimated accuracy of +/- 6 seconds.
 FW0683
 FW0683.The orthometric height was determined by differential leveling
 FW0683.and adjusted in June 1991.
 FW0683
 FW0683.This Tidal Bench Mark is designated as VM 526
 FW0683.by the Center for Operational Oceanographic Products and Services.
 FW0683
 FW0683.The geoid height was determined by GEOID03.
 FW0683
 FW0683.The dynamic height is computed by dividing the NAVD 88
 FW0683.geopotential number by the normal gravity value computed on the
 FW0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0683.degrees latitude (g = 980.6199 gals.).
 FW0683
 FW0683.The modeled gravity was interpolated from observed gravity values.
 FW0683
 FW0683;                    North         East    Units  Estimated Accuracy
 FW0683;SPC NC       -   274,370.      901,340.      MT  (+/- 180 meters Scaled)
 FW0683
 FW0683                          SUPERSEDED SURVEY CONTROL
 FW0683
 FW0683  NGVD 29 (??/??/??)    1.805  (m)            5.92   (f) ADJUSTED    1 2
 FW0683
 FW0683.Superseded values are not recommended for survey control.
 FW0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0683.See file dsdata.txt to determine how the superseded data were derived.
 FW0683
 FW0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF319042(NAD 83)
 FW0683_MARKER: DJ = TIDAL STATION DISK
 FW0683_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 FW0683_SP_SET: GALVANIZED STEEL ROD
 FW0683_STAMPING: 1370 E 1979
 FW0683_MARK LOGO: NOS   
 FW0683_PROJECTION: PROJECTING 18 CENTIMETERS
 FW0683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0683_ROD/PIPE-DEPTH: 7.3  meters
 FW0683
 FW0683  HISTORY     - Date     Condition        Report By
 FW0683  HISTORY     - 1979     MONUMENTED       NOS
 FW0683  HISTORY     - 1981     GOOD             NGS
 FW0683  HISTORY     - 1983     GOOD             NCGS
 FW0683  HISTORY     - 1989     GOOD             USPSQD
 FW0683  HISTORY     - 19990609 GOOD             NCDOT
 FW0683  HISTORY     - 20010319 GOOD             NOS
 FW0683
 FW0683                          STATION DESCRIPTION
 FW0683
 FW0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0683'IN DUCK.
 FW0683'IN DUCK, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD 1152 FROM
 FW0683'THE DUCK UNITED METHODIST CHURCH TO THE JUNCTION OF A PAVED ACCESS
 FW0683'ROAD LEADING EAST TO THE U.S. ARMY CORP OF ENGINEERS COASTAL
 FW0683'ENGINEERING RESEARCH CENTER AND THE MARK ON THE RIGHT, IN THE
 FW0683'SOUTHEAST ANGLE OF THE JUNCTION OF THE ROADS, 22.16 METERS (72.7 FEET)
 FW0683'EAST OF THE CENTER LINE OF COUNTY ROAD 1152, 20.18 METERS (66.2 FEET)
 FW0683'SOUTH OF THE CENTER OF THE ACCESS ROAD, 14.2 METERS (46.8 FEET) EAST-
 FW0683'SOUTHEAST OF A FIRE HYDRANT.
 FW0683'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 FW0683'THE MARK IS 0.18 M ABOVE GROUND.
 FW0683
 FW0683                          STATION RECOVERY (1983)
 FW0683
 FW0683'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0683'RECOVERED IN GOOD CONDITION.
 FW0683
 FW0683                          STATION RECOVERY (1989)
 FW0683
 FW0683'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0683'RECOVERED IN GOOD CONDITION.
 FW0683
 FW0683                          STATION RECOVERY (1999)
 FW0683
 FW0683'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0683'RECOVERED IN GOOD CONDITION.
 FW0683
 FW0683                          STATION RECOVERY (2001)
 FW0683
 FW0683'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0683'RECOVERED IN GOOD CONDITION. ADD--PROJECTING 3 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0684 ***********************************************************************
 FW0684  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0684  DESIGNATION -  865 1370 F TIDAL
 FW0684  PID         -  FW0684
 FW0684  STATE/COUNTY-  NC/DARE
 FW0684  USGS QUAD   -  JARVISBURG (1982)
 FW0684
 FW0684                         *CURRENT SURVEY CONTROL
 FW0684  ___________________________________________________________________
 FW0684* NAD 83(1986)-  36 10 49.     (N)    075 45 25.     (W)     SCALED    
 FW0684* NAVD 88     -         1.504  (meters)       4.93   (feet)  ADJUSTED  
 FW0684  ___________________________________________________________________
 FW0684  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0684  DYNAMIC HT  -           1.503 (meters)       4.93  (feet)  COMP
 FW0684  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 FW0684
 FW0684  VERT ORDER  -  FIRST     CLASS II
 FW0684
 FW0684.The horizontal coordinates were scaled from a topographic map and have
 FW0684.an estimated accuracy of +/- 6 seconds.
 FW0684
 FW0684.The orthometric height was determined by differential leveling
 FW0684.and adjusted in June 1991.
 FW0684
 FW0684.This Tidal Bench Mark is designated as VM 527
 FW0684.by the Center for Operational Oceanographic Products and Services.
 FW0684
 FW0684.The geoid height was determined by GEOID03.
 FW0684
 FW0684.The dynamic height is computed by dividing the NAVD 88
 FW0684.geopotential number by the normal gravity value computed on the
 FW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0684.degrees latitude (g = 980.6199 gals.).
 FW0684
 FW0684.The modeled gravity was interpolated from observed gravity values.
 FW0684
 FW0684;                    North         East    Units  Estimated Accuracy
 FW0684;SPC NC       -   274,370.      901,290.      MT  (+/- 180 meters Scaled)
 FW0684
 FW0684                          SUPERSEDED SURVEY CONTROL
 FW0684
 FW0684  NGVD 29 (??/??/??)    1.797  (m)            5.90   (f) ADJUSTED    1 2
 FW0684
 FW0684.Superseded values are not recommended for survey control.
 FW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0684.See file dsdata.txt to determine how the superseded data were derived.
 FW0684
 FW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF319042(NAD 83)
 FW0684_MARKER: DJ = TIDAL STATION DISK
 FW0684_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 FW0684_SP_SET: GALVANIZED STEEL ROD
 FW0684_STAMPING: 865-1370 F 1979
 FW0684_MARK LOGO: NOS   
 FW0684_PROJECTION: PROJECTING 18 CENTIMETERS
 FW0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0684+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 FW0684_ROD/PIPE-DEPTH: 7.0  meters
 FW0684
 FW0684  HISTORY     - Date     Condition        Report By
 FW0684  HISTORY     - 1979     MONUMENTED       NOS
 FW0684  HISTORY     - 1981     GOOD             NGS
 FW0684  HISTORY     - 1983     GOOD             NCGS
 FW0684  HISTORY     - 1989     GOOD             USPSQD
 FW0684  HISTORY     - 19990609 GOOD             NCDOT
 FW0684
 FW0684                          STATION DESCRIPTION
 FW0684
 FW0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0684'IN DUCK.
 FW0684'IN DUCK, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD 1152 FROM
 FW0684'THE DUCK UNITED METHODIST CHURCH TO THE JUNCTION OF A PAVED ACCESS
 FW0684'ROAD LEADING EAST TO THE US ARMY CORP OF ENGINEERS COASTAL ENGINEERING
 FW0684'RESEARCH CENTER AND THE MARK ON THE LEFT, ON THE NORTHWEST SIDE OF
 FW0684'THE FIRST POWER POLE WEST OF THE JUNCTION OF THE ROADS, 53.34 METERS
 FW0684'(175.0 FEET) WEST OF THE CENTER LINE OF COUNTY ROAD 1152, 15.54 METERS
 FW0684'(51.0 FEET) EAST OF THE EAST BANK OF CURRITUCK SOUND, 2.98 METERS
 FW0684'(9.8 FEET) NORTHWEST OF POWER POLE WITH A GUY WIRE, 0.97 METER (3.2
 FW0684'FEET) SOUTHWEST OF THE BASE OF THE GUY WIRE OF THE POWER POLE.
 FW0684'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 FW0684'THE MARK IS 0.18 M ABOVE GROUND.
 FW0684
 FW0684                          STATION RECOVERY (1983)
 FW0684
 FW0684'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0684'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO.
 FW0684
 FW0684                          STATION RECOVERY (1989)
 FW0684
 FW0684'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0684'RECOVERED IN GOOD CONDITION.
 FW0684
 FW0684                          STATION RECOVERY (1999)
 FW0684
 FW0684'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0692 ***********************************************************************
 FW0692  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0692  DESIGNATION -  865 1370 G TIDAL
 FW0692  PID         -  FW0692
 FW0692  STATE/COUNTY-  NC/DARE
 FW0692  USGS QUAD   -  JARVISBURG (1982)
 FW0692
 FW0692                         *CURRENT SURVEY CONTROL
 FW0692  ___________________________________________________________________
 FW0692* NAD 83(1986)-  36 10 59.     (N)    075 45 05.     (W)     SCALED    
 FW0692* NAVD 88     -         7.387  (meters)      24.24   (feet)  ADJUSTED  
 FW0692  ___________________________________________________________________
 FW0692  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0692  DYNAMIC HT  -           7.381 (meters)      24.22  (feet)  COMP
 FW0692  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0692
 FW0692  VERT ORDER  -  FIRST     CLASS II
 FW0692
 FW0692.The horizontal coordinates were scaled from a topographic map and have
 FW0692.an estimated accuracy of +/- 6 seconds.
 FW0692
 FW0692.The orthometric height was determined by differential leveling
 FW0692.and adjusted in June 1991.
 FW0692
 FW0692.This Tidal Bench Mark is designated as VM 528
 FW0692.by the Center for Operational Oceanographic Products and Services.
 FW0692
 FW0692.The geoid height was determined by GEOID03.
 FW0692
 FW0692.The dynamic height is computed by dividing the NAVD 88
 FW0692.geopotential number by the normal gravity value computed on the
 FW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0692.degrees latitude (g = 980.6199 gals.).
 FW0692
 FW0692.The modeled gravity was interpolated from observed gravity values.
 FW0692
 FW0692;                    North         East    Units  Estimated Accuracy
 FW0692;SPC NC       -   274,690.      901,780.      MT  (+/- 180 meters Scaled)
 FW0692
 FW0692                          SUPERSEDED SURVEY CONTROL
 FW0692
 FW0692  NGVD 29 (??/??/??)    7.681  (m)           25.20   (f) ADJUSTED    1 2
 FW0692
 FW0692.Superseded values are not recommended for survey control.
 FW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0692.See file dsdata.txt to determine how the superseded data were derived.
 FW0692
 FW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324045(NAD 83)
 FW0692_MARKER: DJ = TIDAL STATION DISK
 FW0692_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FW0692_SP_SET: PIER PLATFORM
 FW0692_STAMPING: 1370 G 1980
 FW0692_MARK LOGO: NOS   
 FW0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0692+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0692
 FW0692  HISTORY     - Date     Condition        Report By
 FW0692  HISTORY     - 1980     MONUMENTED       NOS
 FW0692  HISTORY     - 1981     GOOD             NGS
 FW0692  HISTORY     - 1989     GOOD             USPSQD
 FW0692  HISTORY     - 19990925 GOOD             NGS
 FW0692  HISTORY     - 20010319 GOOD             NOS
 FW0692
 FW0692                          STATION DESCRIPTION
 FW0692
 FW0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0692'IN DUCK.
 FW0692'IN DUCK, AT THE U.S. ARMY CORPS OF ENGINEERS COASTAL ENGINEERING
 FW0692'RESEARCH CENTER, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD
 FW0692'1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.50 KILOMETER
 FW0692'(0.3 MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH CENTER,
 FW0692'IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE PLATFORM OF THE PIER
 FW0692'WHICH ALSO ENCLOSES THE OFFICE BUILDING OF THE RESEARCH CENTER, 17.10
 FW0692'METERS (56.4 FEET) SOUTH OF THE CENTER OF THE PIER, 7.92 METERS (26.0
 FW0692'FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 0.79
 FW0692'METER (2.6 FEET) NORTHWEST OF THE SOUTHEAST CORNER POST OF THE METAL
 FW0692'PIPE RAILING AROUND THE PLATFORM.
 FW0692'THE MARK IS 3.0 M ABOVE GROUND.
 FW0692
 FW0692                          STATION RECOVERY (1989)
 FW0692
 FW0692'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0692'RECOVERED IN GOOD CONDITION.
 FW0692
 FW0692                          STATION RECOVERY (1999)
 FW0692
 FW0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 FW0692'RECOVERED IN GOOD CONDITION.
 FW0692
 FW0692                          STATION RECOVERY (2001)
 FW0692
 FW0692'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0692'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0689 ***********************************************************************
 FW0689  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0689  DESIGNATION -  865 1370 H TIDAL
 FW0689  PID         -  FW0689
 FW0689  STATE/COUNTY-  NC/DARE
 FW0689  USGS QUAD   -  JARVISBURG (1982)
 FW0689
 FW0689                         *CURRENT SURVEY CONTROL
 FW0689  ___________________________________________________________________
 FW0689* NAD 83(1986)-  36 10 59.     (N)    075 45 05.     (W)     SCALED    
 FW0689* NAVD 88     -         7.372  (meters)      24.19   (feet)  ADJUSTED  
 FW0689  ___________________________________________________________________
 FW0689  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0689  DYNAMIC HT  -           7.366 (meters)      24.17  (feet)  COMP
 FW0689  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0689
 FW0689  VERT ORDER  -  SECOND    CLASS I
 FW0689
 FW0689.The horizontal coordinates were scaled from a topographic map and have
 FW0689.an estimated accuracy of +/- 6 seconds.
 FW0689
 FW0689.The orthometric height was determined by differential leveling
 FW0689.and adjusted in January 2005.
 FW0689
 FW0689.This Tidal Bench Mark is designated as VM 529
 FW0689.by the Center for Operational Oceanographic Products and Services.
 FW0689
 FW0689.The geoid height was determined by GEOID03.
 FW0689
 FW0689.The dynamic height is computed by dividing the NAVD 88
 FW0689.geopotential number by the normal gravity value computed on the
 FW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0689.degrees latitude (g = 980.6199 gals.).
 FW0689
 FW0689.The modeled gravity was interpolated from observed gravity values.
 FW0689
 FW0689;                    North         East    Units  Estimated Accuracy
 FW0689;SPC NC       -   274,690.      901,780.      MT  (+/- 180 meters Scaled)
 FW0689
 FW0689                          SUPERSEDED SURVEY CONTROL
 FW0689
 FW0689  NAVD 88 (06/15/91)    7.374  (m)           24.19   (f) UNKNOWN     1 2
 FW0689  NGVD 29 (??/??/??)    7.668  (m)           25.16   (f) ADJUSTED    1 2
 FW0689
 FW0689.Superseded values are not recommended for survey control.
 FW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0689.See file dsdata.txt to determine how the superseded data were derived.
 FW0689
 FW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324045(NAD 83)
 FW0689_MARKER: DJ = TIDAL STATION DISK
 FW0689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FW0689_SP_SET: PIER
 FW0689_STAMPING: 1370 H 1980
 FW0689_MARK LOGO: NOS   
 FW0689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0689+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0689
 FW0689  HISTORY     - Date     Condition        Report By
 FW0689  HISTORY     - 1980     MONUMENTED       NOS
 FW0689  HISTORY     - 1981     GOOD             NGS
 FW0689  HISTORY     - 1989     GOOD             USPSQD
 FW0689  HISTORY     - 19990925 GOOD             NGS
 FW0689  HISTORY     - 20010319 GOOD             NOS
 FW0689
 FW0689                          STATION DESCRIPTION
 FW0689
 FW0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0689'IN DUCK.
 FW0689'IN DUCK AT THE U.S. ARMY CORPS OF ENGINEERS COASTAL ENGINEERING
 FW0689'RESEARCH CENTER, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD
 FW0689'1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.5 KILOMETER
 FW0689'(0.3 MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH CENTER,
 FW0689'AT THE WEST END OF THE RESEARCH CENTER PIER, IN TOP OF THE
 FW0689'NORTHEAST CORNER OF THE CONCRETE PLATFORM OF THE PIER, WHICH ALSO
 FW0689'ENCLOSES THE OFFICE BUILDING OF THE RESEARCH CENTER, 22.50 METERS
 FW0689'(72.6 FEET) NORTH OF THE CENTER OF THE PIER, 10.81 METERS
 FW0689'(35.5 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE OFFICE
 FW0689'BUILDING, 0.82 METER (2.7 FEET) SOUTHWEST OF THE NORTHEAST CORNER
 FW0689'POST OF A METAL PIPE RAILING AROUND THE PLATFORM.
 FW0689'THE MARK IS 3.0 M ABOVE GROUND.
 FW0689
 FW0689                          STATION RECOVERY (1989)
 FW0689
 FW0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0689'RECOVERED IN GOOD CONDITION.
 FW0689
 FW0689                          STATION RECOVERY (1999)
 FW0689
 FW0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 FW0689'RECOVERED IN GOOD CONDITION.
 FW0689
 FW0689                          STATION RECOVERY (2001)
 FW0689
 FW0689'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0689'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0687 ***********************************************************************
 FW0687  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0687  DESIGNATION -  865 1370 J TIDAL
 FW0687  PID         -  FW0687
 FW0687  STATE/COUNTY-  NC/DARE
 FW0687  USGS QUAD   -  JARVISBURG (1982)
 FW0687
 FW0687                         *CURRENT SURVEY CONTROL
 FW0687  ___________________________________________________________________
 FW0687* NAD 83(1986)-  36 10 56.     (N)    075 45 06.     (W)     SCALED    
 FW0687* NAVD 88     -         5.233  (meters)      17.17   (feet)  ADJUSTED  
 FW0687  ___________________________________________________________________
 FW0687  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0687  DYNAMIC HT  -           5.229 (meters)      17.16  (feet)  COMP
 FW0687  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0687
 FW0687  VERT ORDER  -  FIRST     CLASS II
 FW0687
 FW0687.The horizontal coordinates were scaled from a topographic map and have
 FW0687.an estimated accuracy of +/- 6 seconds.
 FW0687
 FW0687.The orthometric height was determined by differential leveling
 FW0687.and adjusted in June 1991.
 FW0687
 FW0687.This Tidal Bench Mark is designated as VM 530
 FW0687.by the Center for Operational Oceanographic Products and Services.
 FW0687
 FW0687.The geoid height was determined by GEOID03.
 FW0687
 FW0687.The dynamic height is computed by dividing the NAVD 88
 FW0687.geopotential number by the normal gravity value computed on the
 FW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0687.degrees latitude (g = 980.6199 gals.).
 FW0687
 FW0687.The modeled gravity was interpolated from observed gravity values.
 FW0687
 FW0687;                    North         East    Units  Estimated Accuracy
 FW0687;SPC NC       -   274,600.      901,760.      MT  (+/- 180 meters Scaled)
 FW0687
 FW0687                          SUPERSEDED SURVEY CONTROL
 FW0687
 FW0687  NGVD 29 (??/??/??)    5.526  (m)           18.13   (f) ADJUSTED    1 2
 FW0687
 FW0687.Superseded values are not recommended for survey control.
 FW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0687.See file dsdata.txt to determine how the superseded data were derived.
 FW0687
 FW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324044(NAD 83)
 FW0687_MARKER: DJ = TIDAL STATION DISK
 FW0687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FW0687_SP_SET: RETAINING WALL
 FW0687_STAMPING: 1370 J 1980
 FW0687_MARK LOGO: NOS   
 FW0687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FW0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0687+STABILITY: SURFACE MOTION
 FW0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0687+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0687
 FW0687  HISTORY     - Date     Condition        Report By
 FW0687  HISTORY     - 1980     MONUMENTED       NOS
 FW0687  HISTORY     - 1981     GOOD             NGS
 FW0687  HISTORY     - 1989     GOOD             USPSQD
 FW0687  HISTORY     - 19990925 GOOD             NOSOPS
 FW0687  HISTORY     - 20010319 GOOD             NOS
 FW0687
 FW0687                          STATION DESCRIPTION
 FW0687
 FW0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0687'IN DUCK.
 FW0687'IN DUCK, AT THE U.S. ARMY CORP OF ENGINEERS COASTAL ENGINEERING
 FW0687'RESEARCH CENTER, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD
 FW0687'1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.5 KILOMETER (0.3
 FW0687'MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH CENTER, IN TOP
 FW0687'OF THE SOUTHEAST CORNER OF THE CONCRETE RETAINING WALL OF AN ASPHALT
 FW0687'RAMP ABUTTING TO THE CONCRETE RAMP OF THE RESEARCH CENTER FOR ACCESS
 FW0687'TO THE PLATFORM AROUND THE RESEARCH CENTER AND THE PIER, 17.72 METERS
 FW0687'(58.5 FEET) NORTH OF THE CENTER OF THE PAVED ACCESS ROAD OF THE
 FW0687'RESEARCH CENTER, 2.74 METERS (9.0 FEET) EAST OF THE WEST END OF THE
 FW0687'SOUTH RETAINING WALL OF THE ASPHALT RAMP.
 FW0687'THE MARK IS 1.15 M ABOVE GROUND.
 FW0687
 FW0687                          STATION RECOVERY (1989)
 FW0687
 FW0687'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0687'RECOVERED IN GOOD CONDITION.
 FW0687
 FW0687                          STATION RECOVERY (1999)
 FW0687
 FW0687'RECOVERY NOTE BY NOS OCEANOG SERVICES 1999 (DW)
 FW0687'ANOTHER ALIAS IS DUCK 1370 J. STATION IS AT ARMY CORPS OF ENGINEERS
 FW0687'CERC FIELD RESEARCH FACILITY ON THE N SIDE OF DUCK, NORTH CAROLINA.
 FW0687'STATION IS 0.8 MI (1.3 KM) N OF DUCK WATER TOWER.  TO ACCESS FROM E
 FW0687'END OF WRIGHT MEMORIAL BRIDGE (US 158 = CROATAN HIGHWAY) IN KITTY
 FW0687'HAWK, GO E FOR 0.6 MI (1.0 KM) AND TURN N, LEFT, ONTO NC 12 (OCEAN
 FW0687'BOULEVARD BECOMES DUCK ROAD) .  GO 6.3 MI (10.1 KM) AND TURN ENE
 FW0687'(RIGHT) INTO FRF AT 1261 DUCK ROAD.  GO 0.3 MI (0.5 KM) TO STATION ON
 FW0687'LEFT.  STATION IS 50 M (164.0 FT) WSW OF WNW CORNER OF MAIN BUILDING,
 FW0687'17.8 M (58.4 FT) NNW OF ROAD, AT ESE CORNER OF ASPHALT RAMP LEADING TO
 FW0687'CONCRETE PLATFORM ON NNW SIDE OF MAIN BUILDING, 2.7 M (8.9 FT) SSE OF
 FW0687'CENTER OF RAMP, ON SSE CONCRETE FOOTING AND 1.2 M (3.9 FT) ABOVE
 FW0687'GROUND LEVEL.  DISK IS CEMENTED IN DRILL HOLE.  CONTACT IS GENE
 FW0687'BICHNER.
 FW0687
 FW0687                          STATION RECOVERY (2001)
 FW0687
 FW0687'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0687'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0690 ***********************************************************************
 FW0690  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0690  DESIGNATION -  865 1370 K TIDAL
 FW0690  PID         -  FW0690
 FW0690  STATE/COUNTY-  NC/DARE
 FW0690  USGS QUAD   -  JARVISBURG (1982)
 FW0690
 FW0690                         *CURRENT SURVEY CONTROL
 FW0690  ___________________________________________________________________
 FW0690* NAD 83(1986)-  36 10 59.     (N)    075 45 05.     (W)     SCALED    
 FW0690* NAVD 88     -         7.457  (meters)      24.47   (feet)  ADJUSTED  
 FW0690  ___________________________________________________________________
 FW0690  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0690  DYNAMIC HT  -           7.451 (meters)      24.45  (feet)  COMP
 FW0690  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0690
 FW0690  VERT ORDER  -  FIRST     CLASS II
 FW0690
 FW0690.The horizontal coordinates were scaled from a topographic map and have
 FW0690.an estimated accuracy of +/- 6 seconds.
 FW0690
 FW0690.The orthometric height was determined by differential leveling
 FW0690.and adjusted in June 1991.
 FW0690
 FW0690.This Tidal Bench Mark is designated as VM 531
 FW0690.by the Center for Operational Oceanographic Products and Services.
 FW0690
 FW0690.The geoid height was determined by GEOID03.
 FW0690
 FW0690.The dynamic height is computed by dividing the NAVD 88
 FW0690.geopotential number by the normal gravity value computed on the
 FW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0690.degrees latitude (g = 980.6199 gals.).
 FW0690
 FW0690.The modeled gravity was interpolated from observed gravity values.
 FW0690
 FW0690;                    North         East    Units  Estimated Accuracy
 FW0690;SPC NC       -   274,690.      901,780.      MT  (+/- 180 meters Scaled)
 FW0690
 FW0690                          SUPERSEDED SURVEY CONTROL
 FW0690
 FW0690  NGVD 29 (??/??/??)    7.751  (m)           25.43   (f) ADJUSTED    1 2
 FW0690
 FW0690.Superseded values are not recommended for survey control.
 FW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0690.See file dsdata.txt to determine how the superseded data were derived.
 FW0690
 FW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324045(NAD 83)
 FW0690_MARKER: DJ = TIDAL STATION DISK
 FW0690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FW0690_SP_SET: MASSIVE PIER
 FW0690_STAMPING: 1370 K 1980
 FW0690_MARK LOGO: NOS   
 FW0690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0690+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 FW0690
 FW0690  HISTORY     - Date     Condition        Report By
 FW0690  HISTORY     - 1980     MONUMENTED       NOS
 FW0690  HISTORY     - 1981     GOOD             NGS
 FW0690  HISTORY     - 1989     GOOD             USPSQD
 FW0690  HISTORY     - 20010319 GOOD             NOS
 FW0690
 FW0690                          STATION DESCRIPTION
 FW0690
 FW0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0690'IN DUCK.
 FW0690'IN DUCK AT THE U.S. ARMY CORPS OF ENGINEERS COASTAL ENGINEERING
 FW0690'RESEARCH CENTER, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY
 FW0690'ROAD 1152 FROM THE DUCK UNITED METHODIST CHURCH, THENCE 0.5
 FW0690'KILOMETER (0.3 MILE) EAST ALONG A PAVED ACCESS ROAD TO THE RESEARCH
 FW0690'CENTER, AT THE WEST END OF THE RESEARCH CENTER PIER, IN TOP OF THE
 FW0690'SOUTH SIDE OF THE RESEARCH CENTER PIER, AT A 15-FOOT HIGH WIND
 FW0690'TOWER, 5.97 METERS (19.0 FEET) EAST OF NO 1380 PAINTED HORIZONTALY
 FW0690'AT 40-FOOT INTERVALS ALONG THE PIER, 0.68 METERS (2.2 FEET) SOUTHWEST
 FW0690'OF THE SOUTHWEST RAIL OF A ROAD TRACK ALONG THE PIER, 0.30 METER (1.0
 FW0690'FOOT) NORTH OF THE NORTH LEG OF A WIND TOWER.
 FW0690'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
 FW0690
 FW0690                          STATION RECOVERY (1989)
 FW0690
 FW0690'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0690'RECOVERED IN GOOD CONDITION.
 FW0690
 FW0690                          STATION RECOVERY (2001)
 FW0690
 FW0690'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 FW0690'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0052 ***********************************************************************
 FW0052  DESIGNATION -  865 1605 TIDAL 1
 FW0052  PID         -  FW0052
 FW0052  STATE/COUNTY-  NC/DARE
 FW0052  USGS QUAD   -  KITTY HAWK (1982)
 FW0052
 FW0052                         *CURRENT SURVEY CONTROL
 FW0052  ___________________________________________________________________
 FW0052* NAD 83(1986)-  36 05 59.     (N)    075 42 43.     (W)     SCALED    
 FW0052* NAVD 88     -         3.422  (meters)      11.23   (feet)  ADJUSTED  
 FW0052  ___________________________________________________________________
 FW0052  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 FW0052  DYNAMIC HT  -           3.419 (meters)      11.22  (feet)  COMP
 FW0052  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 FW0052
 FW0052  VERT ORDER  -  SECOND    CLASS 0
 FW0052
 FW0052.The horizontal coordinates were scaled from a topographic map and have
 FW0052.an estimated accuracy of +/- 6 seconds.
 FW0052
 FW0052.The orthometric height was determined by differential leveling
 FW0052.and adjusted in June 1991.
 FW0052
 FW0052.The geoid height was determined by GEOID03.
 FW0052
 FW0052.The dynamic height is computed by dividing the NAVD 88
 FW0052.geopotential number by the normal gravity value computed on the
 FW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0052.degrees latitude (g = 980.6199 gals.).
 FW0052
 FW0052.The modeled gravity was interpolated from observed gravity values.
 FW0052
 FW0052;                    North         East    Units  Estimated Accuracy
 FW0052;SPC NC       -   265,570.      905,630.      MT  (+/- 180 meters Scaled)
 FW0052
 FW0052                          SUPERSEDED SURVEY CONTROL
 FW0052
 FW0052  NGVD 29 (??/??/??)    3.716  (m)           12.19   (f) ADJUSTED    2 0
 FW0052
 FW0052.Superseded values are not recommended for survey control.
 FW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0052.See file dsdata.txt to determine how the superseded data were derived.
 FW0052
 FW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE359952(NAD 83)
 FW0052_MARKER: DJ = TIDAL STATION DISK
 FW0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0052_STAMPING: NO 1 1956
 FW0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0052+STABILITY: SURFACE MOTION
 FW0052
 FW0052  HISTORY     - Date     Condition        Report By
 FW0052  HISTORY     - 1956     MONUMENTED       CGS
 FW0052  HISTORY     - 1963     GOOD             CGS
 FW0052  HISTORY     - 1969     GOOD             CGS
 FW0052  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FW0052  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FW0052  HISTORY     - 20051108 MARK NOT FOUND   NCGS
 FW0052
 FW0052                          STATION DESCRIPTION
 FW0052
 FW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0052'AT KITTY HAWK.
 FW0052'AT KITTY HAWK, ABOUT 0.25 MILE EAST OF THE INTERSECTION OF U.S.
 FW0052'HIGHWAY 158 AND HIGHWAY 158 BY-PASS, NEAR THE WEST END OF THE
 FW0052'KITTY HAWK FISHING PIER, SET IN THE CENTER OF A TRIANGLE FORMED
 FW0052'BY 3 POWER LINE POLES, 169 FEET NORTHWEST OF THE WEST END OF
 FW0052'THE KITTY HAWK FISHING PIER, 201 FEET EAST OF THE CENTER LINE
 FW0052'OF BLACK TOP ROAD NO. 1200 LEADING NORTH TO DUCK, 65 FEET
 FW0052'NORTH OF THE CENTER LINE OF COUNTY ROAD NO. 1205, 24 FEET
 FW0052'NORTH OF THE NORTH EDGE OF A PARKING LOT FOR THE FISHING PIER,
 FW0052'288 FEET NORTH OF TIDAL BENCH MARK NO. 5, SET IN THE TOP OF A
 FW0052'CONCRETE POST 3 FEET UNDERGROUND AND ABOUT 1 FOOT ABOVE THE
 FW0052'LEVEL OF THE PARKING LOT.  TIDAL STATION 16A, KITTY HAWK,
 FW0052'ATLANTIC OCEAN, NORTH CAROLINA.
 FW0052
 FW0052                          STATION RECOVERY (1969)
 FW0052
 FW0052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FW0052'RECOVERED IN GOOD CONDITION.
 FW0052
 FW0052                          STATION RECOVERY (1989)
 FW0052
 FW0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0052'MARK NOT FOUND.
 FW0052
 FW0052                          STATION RECOVERY (1990)
 FW0052
 FW0052'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0052'MARK NOT FOUND.
 FW0052
 FW0052                          STATION RECOVERY (2005)
 FW0052
 FW0052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FW0052'NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.  MARK WAS SEARCHED FOR
 FW0052'USING HAND-HELD MAPPING GRADE GPS RECEIVER AND COORDINATES PLACE
 FW0052'LOCATION AT CONSTRUCTION SITE OF NEW MOTEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0053 ***********************************************************************
 FW0053  DESIGNATION -  865 1605 TIDAL 5
 FW0053  PID         -  FW0053
 FW0053  STATE/COUNTY-  NC/DARE
 FW0053  USGS QUAD   -  KITTY HAWK (1982)
 FW0053
 FW0053                         *CURRENT SURVEY CONTROL
 FW0053  ___________________________________________________________________
 FW0053* NAD 83(2001)-  36 06 02.39125(N)    075 42 40.70005(W)     NO CHECK  
 FW0053* NAVD 88     -         3.214  (meters)      10.54   (feet)  ADJUSTED  
 FW0053  ___________________________________________________________________
 FW0053  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FW0053  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 FW0053  DYNAMIC HT  -           3.211 (meters)      10.53  (feet)  COMP
 FW0053  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 FW0053
 FW0053  HORZ ORDER  -  THIRD
 FW0053  VERT ORDER  -  FIRST     CLASS II
 FW0053
 FW0053.The horizontal coordinates were established by classical geodetic methods
 FW0053.and adjusted by the National Geodetic Survey in August 2005.
 FW0053.No horizontal observational check was made to the station.
 FW0053
 FW0053.The orthometric height was determined by differential leveling
 FW0053.and adjusted in June 1991.
 FW0053.WARNING-Repeat measurements at this control monument indicate possible
 FW0053.vertical movement.
 FW0053
 FW0053.Photographs are available for this station.
 FW0053
 FW0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0053
 FW0053.The geoid height was determined by GEOID03.
 FW0053
 FW0053.The dynamic height is computed by dividing the NAVD 88
 FW0053.geopotential number by the normal gravity value computed on the
 FW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0053.degrees latitude (g = 980.6199 gals.).
 FW0053
 FW0053.The modeled gravity was interpolated from observed gravity values.
 FW0053
 FW0053;                    North         East     Units Scale Factor Converg.
 FW0053;SPC NC       -   265,674.967   905,685.316   MT  0.99998225   +1 53 53.3
 FW0053;SPC NC       -   871,635.29  2,971,402.57   sFT  0.99998225   +1 53 53.3
 FW0053;UTM  18      - 3,995,347.861   435,972.785   MT  0.99965051   -0 25 08.8
 FW0053
 FW0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0053!SPC NC       -   1.00000561  x   0.99998225  =   0.99998786
 FW0053!UTM  18      -   1.00000561  x   0.99965051  =   0.99965611
 FW0053
 FW0053                          SUPERSEDED SURVEY CONTROL
 FW0053
 FW0053  NAD 83(1993)-  36 06 02.40807(N)    075 42 40.70955(W) AD(       ) 3
 FW0053  NAD 83(1986)-  36 06 02.41021(N)    075 42 40.71221(W) AD(       ) 3
 FW0053  NAD 27      -  36 06 01.80642(N)    075 42 42.06415(W) AD(       ) 3
 FW0053  NGVD 29 (??/??/??)    3.507  (m)           11.51   (f) ADJUSTED    1 2
 FW0053
 FW0053.Superseded values are not recommended for survey control.
 FW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0053.See file dsdata.txt to determine how the superseded data were derived.
 FW0053
 FW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3597395348(NAD 83)
 FW0053_MARKER: DJ = TIDAL STATION DISK
 FW0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0053_SP_SET: PIER
 FW0053_STAMPING: NO 5 1962
 FW0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0053
 FW0053  HISTORY     - Date     Condition        Report By
 FW0053  HISTORY     - 1962     MONUMENTED       CGS
 FW0053  HISTORY     - 1963     GOOD             CGS
 FW0053  HISTORY     - 1969     GOOD             CGS
 FW0053  HISTORY     - 1989     GOOD             USPSQD
 FW0053  HISTORY     - 1990     GOOD             USPSQD
 FW0053  HISTORY     - 20051108 MARK NOT FOUND   NCGS
 FW0053
 FW0053                          STATION DESCRIPTION
 FW0053
 FW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0053'AT KITTY HAWK.
 FW0053'AT KITTY HAWK, 0.25 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 FW0053'158 AND 158 BY-PASS, NEAR THE KITTY HAWK FISHING PIER, SET IN
 FW0053'TOP OF THE CONCRETE PARKING LOT OF THE FISHING PIER, 204 FEET
 FW0053'SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE FISHING
 FW0053'PIER, 8 FEET NORTH-NORTHWEST OF U.S. COAST GUARD TELEPHONE
 FW0053'POLE NO. 226 (MIDDLE ONE OF 3 POLES IN LOT), 29.3 FEET EAST
 FW0053'OF THE CENTER LINE OF COUNTY ROAD NO. 1205, 288 FEET SOUTH OF
 FW0053'TIDAL MARK NO. 1, 236 FEET WEST OF AND ACROSS COUNTY ROAD
 FW0053'NO. 1205 FROM TRIANGULATION STATION CROSS, ABOUT LEVEL WITH
 FW0053'THE COUNTY ROAD.  NOTE-- THIS MARK IS LOCATED AT SAME
 FW0053'LOCATION B M 2 1956 WAS SUPPOSE TO BE.  IT WAS NOT LOCATED.
 FW0053'TIDAL STATION 16A, KITTY HAWK, ATLANTIC OCEAN, NORTH CAROLINA.
 FW0053
 FW0053                          STATION RECOVERY (1969)
 FW0053
 FW0053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FW0053'RECOVERED IN GOOD CONDITION.
 FW0053
 FW0053                          STATION RECOVERY (1989)
 FW0053
 FW0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0053'RECOVERED IN GOOD CONDITION.
 FW0053
 FW0053                          STATION RECOVERY (1990)
 FW0053
 FW0053'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0053'RECOVERED IN GOOD CONDITION.
 FW0053
 FW0053                          STATION RECOVERY (2005)
 FW0053
 FW0053'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FW0053'NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.  MARK WAS SEARCHED FOR
 FW0053'USING HAND-HELD MAPPING GRADE GPS RECEIVER AND COORDINATES PLACE
 FW0053'LOCATION AT CONSTRUCTION SITE OF NEW MOTEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0291 ***********************************************************************
 EX0291  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0291  DESIGNATION -  865 2226 TIDAL 1
 EX0291  PID         -  EX0291
 EX0291  STATE/COUNTY-  NC/DARE
 EX0291  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0291
 EX0291                         *CURRENT SURVEY CONTROL
 EX0291  ___________________________________________________________________
 EX0291* NAD 83(1986)-  35 54 31.     (N)    075 35 48.     (W)     SCALED    
 EX0291* NAVD 88     -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 EX0291  ___________________________________________________________________
 EX0291  GEOID HEIGHT-         -38.95  (meters)                     GEOID03
 EX0291  DYNAMIC HT  -           2.030 (meters)       6.66  (feet)  COMP
 EX0291  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 EX0291
 EX0291  VERT ORDER  -  FIRST     CLASS II
 EX0291
 EX0291.The horizontal coordinates were scaled from a topographic map and have
 EX0291.an estimated accuracy of +/- 6 seconds.
 EX0291
 EX0291.The orthometric height was determined by differential leveling
 EX0291.and adjusted in June 1991.
 EX0291
 EX0291.This Tidal Bench Mark is designated as VM 14880
 EX0291.by the Center for Operational Oceanographic Products and Services.
 EX0291
 EX0291.The geoid height was determined by GEOID03.
 EX0291
 EX0291.The dynamic height is computed by dividing the NAVD 88
 EX0291.geopotential number by the normal gravity value computed on the
 EX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0291.degrees latitude (g = 980.6199 gals.).
 EX0291
 EX0291.The modeled gravity was interpolated from observed gravity values.
 EX0291
 EX0291;                    North         East    Units  Estimated Accuracy
 EX0291;SPC NC       -   244,730.      916,730.      MT  (+/- 180 meters Scaled)
 EX0291
 EX0291                          SUPERSEDED SURVEY CONTROL
 EX0291
 EX0291  NGVD 29 (??/??/??)    2.329  (m)            7.64   (f) ADJUSTED    1 2
 EX0291
 EX0291.Superseded values are not recommended for survey control.
 EX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0291.See file dsdata.txt to determine how the superseded data were derived.
 EX0291
 EX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE461739(NAD 83)
 EX0291_MARKER: DJ = TIDAL STATION DISK
 EX0291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EX0291_SP_SET: CONCRETE BASE OF GAS PUMPS
 EX0291_STAMPING: NO 1 1975
 EX0291_MARK LOGO: NOS   
 EX0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0291
 EX0291  HISTORY     - Date     Condition        Report By
 EX0291  HISTORY     - 1975     MONUMENTED       NOS
 EX0291  HISTORY     - 1981     GOOD             NGS
 EX0291  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EX0291  HISTORY     - 20051001 MARK NOT FOUND   GEOCAC
 EX0291  HISTORY     - 20051027 MARK NOT FOUND   NCGS
 EX0291
 EX0291                          STATION DESCRIPTION
 EX0291
 EX0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EX0291'IN NAGS HEAD.
 EX0291'IN NAGS HEAD, 0.28 KILOMETER (0.15 MILE) NORTHEAST ALONG U.S. HIGHWAY
 EX0291'158 BUSINESS FROM ITS JUNCTION WITH STATE HIGHWAY 12 AND U.S HIGHWAY
 EX0291'158 BY-PASS, AT AN EXXON SERVICE STATION, IN TOP OF THE NORTHEAST
 EX0291'CONCRETE GAS PUMP FOUNDATION OF THE SERVICE STATION, AND ABOUT
 EX0291'CENTERED BETWEEN THE GAS PUMPS, 21.94 METERS (72.0 FEET) SOUTH OF THE
 EX0291'EXXON SIGN OF THE SERVICE STATION, 14.63 METERS (48.0 FEET) NORTH OF
 EX0291'THE NORTHEAST CORNER OF THE SERVICE STATION, 17.37 METERS (57.0 FEET)
 EX0291'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 158 BUSINESS.
 EX0291'THE MARK IS 0.30 M ABOVE HIGHWAY.
 EX0291
 EX0291                          STATION RECOVERY (1990)
 EX0291
 EX0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0291'MARK NOT FOUND.
 EX0291
 EX0291                          STATION RECOVERY (2005)
 EX0291
 EX0291'RECOVERY NOTE BY GEOCACHING 2005 (LWB)
 EX0291'EXXON IS NOW A CHEVRON.  GAS PUMPS AND ISLANDS WERE RIPPED OUT AND
 EX0291'REPLACED SEVERAL YEARS AGO, MARK IS NOW GONE.
 EX0291
 EX0291                          STATION RECOVERY (2005)
 EX0291
 EX0291'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EX0291'NOT FOUND AND IS BELIEVED DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9277 ***********************************************************************
 AH9277  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9277  DESIGNATION -  865 2232 B TIDAL
 AH9277  PID         -  AH9277
 AH9277  STATE/COUNTY-  NC/DARE
 AH9277  USGS QUAD   -  MANTEO (1983)
 AH9277
 AH9277                         *CURRENT SURVEY CONTROL
 AH9277  ___________________________________________________________________
 AH9277* NAD 83(1986)-  35 54 35.     (N)    075 40 10.     (W)     SCALED    
 AH9277* NAVD 88     -         0.948  (meters)       3.11   (feet)  ADJUSTED  
 AH9277  ___________________________________________________________________
 AH9277  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9277  DYNAMIC HT  -           0.947 (meters)       3.11  (feet)  COMP
 AH9277  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 AH9277
 AH9277  VERT ORDER  -  THIRD
 AH9277
 AH9277.The horizontal coordinates were scaled from a topographic map and have
 AH9277.an estimated accuracy of +/- 6 seconds.
 AH9277
 AH9277.The orthometric height was determined by differential leveling
 AH9277.and adjusted in May 2000.
 AH9277
 AH9277.This Tidal Bench Mark is designated as VM 12653
 AH9277.by the Center for Operational Oceanographic Products and Services.
 AH9277
 AH9277.The geoid height was determined by GEOID03.
 AH9277
 AH9277.The dynamic height is computed by dividing the NAVD 88
 AH9277.geopotential number by the normal gravity value computed on the
 AH9277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9277.degrees latitude (g = 980.6199 gals.).
 AH9277
 AH9277.The modeled gravity was interpolated from observed gravity values.
 AH9277
 AH9277;                    North         East    Units  Estimated Accuracy
 AH9277;SPC NC       -   244,630.      910,160.      MT  (+/- 180 meters Scaled)
 AH9277
 AH9277                          SUPERSEDED SURVEY CONTROL
 AH9277
 AH9277.No superseded survey control is available for this station.
 AH9277
 AH9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE395741(NAD 83)
 AH9277_MARKER: DB = BENCH MARK DISK
 AH9277_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9277+WITH SETTING: PAVEMENT
 AH9277_SP_SET: FOUNDATION
 AH9277_STAMPING: 2232 B 1994
 AH9277_MARK LOGO: NOS   
 AH9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9277+STABILITY: SURFACE MOTION
 AH9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9277+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 AH9277
 AH9277  HISTORY     - Date     Condition        Report By
 AH9277  HISTORY     - 1994     MONUMENTED       NOS
 AH9277  HISTORY     - 19941221 GOOD             NCGS
 AH9277  HISTORY     - 20060803 GOOD             GEOCAC
 AH9277
 AH9277                          STATION DESCRIPTION
 AH9277
 AH9277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9277'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 AH9277'AND ADDITIONS. STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO, AT THE
 AH9277'MEEKINS BUILDING, DIRECTELY ACROSS THE STREET (QUEEN ELIZABETH AVENUE)
 AH9277'FROM THE DARE COUNTY COURTHOUSE. THE STATION IS A STANDARD NOS DISK
 AH9277'STAMPED---2232 B 1994---, SET FLUSH IN A CONCRETE FOUNDATION. MARK IS
 AH9277'ABOUT 1-FOOT HIGHER THAN QUEEN ELIZABETH AVENUE, AND PROJECTS 6 INCHES
 AH9277'ABOVE THE GROUND. LOCATED ON THE NORTHWEST SIDE OF THE MEEKINS
 AH9277'BUILDING IN AN OLD 1-FOOT WIDE FOUNDATION, 30.0 FT (9.1 M) EAST OF THE
 AH9277'CENTERLINE OF QUEEN ELIZABETH AVENUE, 56.6 FT (17.3 M) SOUTH OF THE
 AH9277'SOUTHERN MOST BRICK COLUMN MARKING THE ENTRANCE TO PUBLIC PARKING LOT,
 AH9277'0.8 FT (24.4 CM) NORTHWEST OF THE WESTERN MOST BRICK COLUMN OF COVERED
 AH9277'PORCH ON MEEKINS BUILDING, 6.0 FT (1.8 M) SOUTHWEST OF A WATER METER,
 AH9277'9.3 FT (2.8 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MEEKINS
 AH9277'BUILDING, 1.0 FT (0.3 M) EAST OF THE EAST EDGE OF BRICK SIDEWALK.
 AH9277
 AH9277                          STATION RECOVERY (2006)
 AH9277
 AH9277'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 AH9277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9278 ***********************************************************************
 AH9278  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9278  DESIGNATION -  865 2232 C TIDAL
 AH9278  PID         -  AH9278
 AH9278  STATE/COUNTY-  NC/DARE
 AH9278  USGS QUAD   -  MANTEO (1983)
 AH9278
 AH9278                         *CURRENT SURVEY CONTROL
 AH9278  ___________________________________________________________________
 AH9278* NAD 83(1986)-  35 54 35.     (N)    075 40 10.     (W)     SCALED    
 AH9278* NAVD 88     -         1.358  (meters)       4.46   (feet)  ADJUSTED  
 AH9278  ___________________________________________________________________
 AH9278  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9278  DYNAMIC HT  -           1.357 (meters)       4.45  (feet)  COMP
 AH9278  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 AH9278
 AH9278  VERT ORDER  -  THIRD
 AH9278
 AH9278.The horizontal coordinates were scaled from a topographic map and have
 AH9278.an estimated accuracy of +/- 6 seconds.
 AH9278
 AH9278.The orthometric height was determined by differential leveling
 AH9278.and adjusted in May 2000.
 AH9278
 AH9278.This Tidal Bench Mark is designated as VM 12654
 AH9278.by the Center for Operational Oceanographic Products and Services.
 AH9278
 AH9278.The geoid height was determined by GEOID03.
 AH9278
 AH9278.The dynamic height is computed by dividing the NAVD 88
 AH9278.geopotential number by the normal gravity value computed on the
 AH9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9278.degrees latitude (g = 980.6199 gals.).
 AH9278
 AH9278.The modeled gravity was interpolated from observed gravity values.
 AH9278
 AH9278;                    North         East    Units  Estimated Accuracy
 AH9278;SPC NC       -   244,630.      910,160.      MT  (+/- 180 meters Scaled)
 AH9278
 AH9278                          SUPERSEDED SURVEY CONTROL
 AH9278
 AH9278.No superseded survey control is available for this station.
 AH9278
 AH9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE395741(NAD 83)
 AH9278_MARKER: DB = BENCH MARK DISK
 AH9278_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9278+WITH SETTING: PAVEMENT
 AH9278_SP_SET: ELECTRIC PAD
 AH9278_STAMPING: 2232 C 1994
 AH9278_MARK LOGO: NOS   
 AH9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9278+STABILITY: SURFACE MOTION
 AH9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9278+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 AH9278
 AH9278  HISTORY     - Date     Condition        Report By
 AH9278  HISTORY     - 1994     MONUMENTED       NOS
 AH9278  HISTORY     - 19941221 GOOD             NCGS
 AH9278  HISTORY     - 20060728 GOOD             GEOCAC
 AH9278
 AH9278                          STATION DESCRIPTION
 AH9278
 AH9278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9278'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 AH9278'AND ADDITIONS. STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO, AT THE
 AH9278'PUBLIC PARKING LOT AT THE INTERSECTION OF QUEEN ELIZABETH AVENUE AND
 AH9278'BUDLEIGH STREET. STATION IS A STANDARD NOS DISK STAMPED---2232 C
 AH9278'1994---SET FLUSH IN TOP OF THE NORTHERN MOST OF TWO 4X4 FT CONCRETE
 AH9278'ELECTRICAL PADS, AT THE NORTHWEST CORNER OF PARKING LOT. MARK IS ABOUT
 AH9278'2-FEET HIGHER THAN QUEEN ELIZABETH AVENUE, AND PROJECTS 23 INCHES
 AH9278'ABOVE THE GROUND. LOCATED 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF
 AH9278'QUEEN ELIZABETH AVENUE, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF
 AH9278'ENTRANCE TO PUBLIC PARKING LOT, 52.0 FT (15.8 M) NORTHEAST OF THE
 AH9278'CENTERLINE INTERSECTION OF QUEEN ELIZABETH AVENUE AND BUDLEIGH STREET,
 AH9278'5.7 FT (1.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A 4-FOOT WOOD
 AH9278'FENCE, 8.2 FT (2.5 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AH9278'CONCRETE PARKING LOT.
 AH9278
 AH9278                          STATION RECOVERY (2006)
 AH9278
 AH9278'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 AH9278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9279 ***********************************************************************
 AH9279  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9279  DESIGNATION -  865 2232 D TIDAL
 AH9279  PID         -  AH9279
 AH9279  STATE/COUNTY-  NC/DARE
 AH9279  USGS QUAD   -  MANTEO (1983)
 AH9279
 AH9279                         *CURRENT SURVEY CONTROL
 AH9279  ___________________________________________________________________
 AH9279* NAD 83(1986)-  35 54 35.     (N)    075 40 10.     (W)     SCALED    
 AH9279* NAVD 88     -         1.919  (meters)       6.30   (feet)  ADJUSTED  
 AH9279  ___________________________________________________________________
 AH9279  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 AH9279  DYNAMIC HT  -           1.917 (meters)       6.29  (feet)  COMP
 AH9279  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 AH9279
 AH9279  VERT ORDER  -  THIRD
 AH9279
 AH9279.The horizontal coordinates were scaled from a topographic map and have
 AH9279.an estimated accuracy of +/- 6 seconds.
 AH9279
 AH9279.The orthometric height was determined by differential leveling
 AH9279.and adjusted in May 2000.
 AH9279
 AH9279.This Tidal Bench Mark is designated as VM 12655
 AH9279.by the Center for Operational Oceanographic Products and Services.
 AH9279
 AH9279.The geoid height was determined by GEOID03.
 AH9279
 AH9279.The dynamic height is computed by dividing the NAVD 88
 AH9279.geopotential number by the normal gravity value computed on the
 AH9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9279.degrees latitude (g = 980.6199 gals.).
 AH9279
 AH9279.The modeled gravity was interpolated from observed gravity values.
 AH9279
 AH9279;                    North         East    Units  Estimated Accuracy
 AH9279;SPC NC       -   244,630.      910,160.      MT  (+/- 180 meters Scaled)
 AH9279
 AH9279                          SUPERSEDED SURVEY CONTROL
 AH9279
 AH9279.No superseded survey control is available for this station.
 AH9279
 AH9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE395741(NAD 83)
 AH9279_MARKER: DB = BENCH MARK DISK
 AH9279_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH9279_SP_SET: BRIDGE WINGWALL
 AH9279_STAMPING: 2232 D 1994
 AH9279_MARK LOGO: NOS   
 AH9279_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9279+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 AH9279
 AH9279  HISTORY     - Date     Condition        Report By
 AH9279  HISTORY     - 1994     MONUMENTED       NOS
 AH9279  HISTORY     - 19941221 GOOD             NCGS
 AH9279  HISTORY     - 20060803 GOOD             GEOCAC
 AH9279
 AH9279                          STATION DESCRIPTION
 AH9279
 AH9279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9279'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 AH9279'AND ADDITIONS. STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO, AT THE
 AH9279'CORA MAE DANIELS BASNIGHT MEMORIAL BRIDGE OVER DOUGHS CREEK. STATION
 AH9279'IS SET IN THE WEST END OF BRIDGE, IN TOP OF THE SOUTHERN WING WALL.
 AH9279'STATION IS A STANDARD NOS DISK STAMPED---2232 D 1994---, SET FLUSH IN
 AH9279'TOP OF THE CONCRETE WING WALL. MARK IS ABOUT 33 INCHES HIGHER THAN
 AH9279'ANANIAS STREET, AND PROJECTS 25 INCHES ABOVE THE GROUND. LOCATED 134.0
 AH9279'FT (40.8 M) NORTHEAST OF THE CENTERLINE OF QUEEN ELIZABETH AVENUE,
 AH9279'21.9 FT (6.7 M) NORTH OF THE NORTHEAST CORNER OF TRANQUIL HOUSE INN,
 AH9279'13.4 FT (4.1 M) SOUTH OF THE CENTERLINE OF ANANIAS STREET.
 AH9279
 AH9279                          STATION RECOVERY (2006)
 AH9279
 AH9279'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 AH9279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6245 ***********************************************************************
 DH6245  DESIGNATION -  865 2437 A TIDAL
 DH6245  PID         -  DH6245
 DH6245  STATE/COUNTY-  NC/DARE
 DH6245  USGS QUAD   -  WANCHESE (1983)
 DH6245
 DH6245                         *CURRENT SURVEY CONTROL
 DH6245  ___________________________________________________________________
 DH6245* NAD 83(1986)-  35 50 40.     (N)    075 39 20.     (W)     SCALED    
 DH6245* NAVD 88     -         0.550  (meters)       1.80   (feet)  ADJUSTED  
 DH6245  ___________________________________________________________________
 DH6245  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 DH6245  DYNAMIC HT  -           0.550 (meters)       1.80  (feet)  COMP
 DH6245  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 DH6245
 DH6245  VERT ORDER  -  THIRD
 DH6245
 DH6245.The horizontal coordinates were scaled from a topographic map and have
 DH6245.an estimated accuracy of +/- 6 seconds.
 DH6245
 DH6245.The orthometric height was determined by differential leveling
 DH6245.and adjusted in August 2006.
 DH6245.No vertical observational check was made to the station.
 DH6245
 DH6245.The geoid height was determined by GEOID03.
 DH6245
 DH6245.The dynamic height is computed by dividing the NAVD 88
 DH6245.geopotential number by the normal gravity value computed on the
 DH6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6245.degrees latitude (g = 980.6199 gals.).
 DH6245
 DH6245.The modeled gravity was interpolated from observed gravity values.
 DH6245
 DH6245;                    North         East    Units  Estimated Accuracy
 DH6245;SPC NC       -   237,430.      911,660.      MT  (+/- 180 meters Scaled)
 DH6245
 DH6245                          SUPERSEDED SURVEY CONTROL
 DH6245
 DH6245.No superseded survey control is available for this station.
 DH6245
 DH6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE408668(NAD 83)
 DH6245_MARKER: F = FLANGE-ENCASED ROD
 DH6245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6245_STAMPING: 2437 A 2002
 DH6245_MARK LOGO: NOS   
 DH6245_PROJECTION: FLUSH
 DH6245_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6245+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DH6245_ROD/PIPE-DEPTH: 30.5 meters
 DH6245_SLEEVE-DEPTH  : 0.3 meters
 DH6245
 DH6245  HISTORY     - Date     Condition        Report By
 DH6245  HISTORY     - 2002     MONUMENTED       NOS
 DH6245  HISTORY     - 20040325 GOOD             NCGS
 DH6245
 DH6245                          STATION DESCRIPTION
 DH6245
 DH6245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DH6245'STATION IS LOCATED 4.6 MI (7.4 KM) SOUTH OF MANTEO AND 0.7 MI (1.1 KM)
 DH6245'WEST OF WANCHESE. PROCEED ALONG NC 345 (MILL LANDING ROAD) FOR 0.3 MI
 DH6245'(0.5 KM) NORTHWEST FROM THE POST OFFICE IN WANCHESE TO SR 1168 (OLD
 DH6245'WHARF ROAD), THENCE ALONG SR 1168 SOUTH FOR 0.9 MI (1.4 KM) TO SR 1137
 DH6245'(OWENS SHIPYARD ROAD), THENCE ALONG SR 1137 NORTHWEST FOR 0.2 MI (0.3
 DH6245'KM) TO SR 1183 (BEVERLY DRIVE) AND STATION ON THE PROPERTY OF SPENCER
 DH6245'MARINE AT 31 BEVERLY DRIVE. MARK IS ABOUT 2-FT LOWER THAN THE FLOOR OF
 DH6245'THE BUILDING AND IS RECESSED 12 INCHES BELOW THE GROUND. LOCATED 32.1
 DH6245'FT (9.8 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 DH6245'NORTH-WESTERNMOST BLUE, METAL CLAD BOAT SHED, 18.6 FT (5.7 M) SOUTH OF
 DH6245'THE SOUTH EDGE OF OYSTER CREEK AND 2.4 FT (0.7 M) EAST-NORTHEAST OF A
 DH6245'WITNESS POST.THE DATUM POINT IS SET 9 CM (0.3 FT) BELOW GRADE, BEING
 DH6245'THE TOP OF A STAINLESS STEEL ROD DRIVEN 30.5 M (100 FT) TO REFUSAL AND
 DH6245'ENCASED IN A 5 IN NOS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6244 ***********************************************************************
 DH6244  DESIGNATION -  865 2437 B TIDAL
 DH6244  PID         -  DH6244
 DH6244  STATE/COUNTY-  NC/DARE
 DH6244  USGS QUAD   -  WANCHESE (1983)
 DH6244
 DH6244                         *CURRENT SURVEY CONTROL
 DH6244  ___________________________________________________________________
 DH6244* NAD 83(1986)-  35 50 39.     (N)    075 39 18.     (W)     SCALED    
 DH6244* NAVD 88     -         0.986  (meters)       3.23   (feet)  ADJUSTED  
 DH6244  ___________________________________________________________________
 DH6244  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 DH6244  DYNAMIC HT  -           0.985 (meters)       3.23  (feet)  COMP
 DH6244  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 DH6244
 DH6244  VERT ORDER  -  THIRD
 DH6244
 DH6244.The horizontal coordinates were scaled from a topographic map and have
 DH6244.an estimated accuracy of +/- 6 seconds.
 DH6244
 DH6244.The orthometric height was determined by differential leveling
 DH6244.and adjusted in August 2006.
 DH6244.No vertical observational check was made to the station.
 DH6244
 DH6244.The geoid height was determined by GEOID03.
 DH6244
 DH6244.The dynamic height is computed by dividing the NAVD 88
 DH6244.geopotential number by the normal gravity value computed on the
 DH6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6244.degrees latitude (g = 980.6199 gals.).
 DH6244
 DH6244.The modeled gravity was interpolated from observed gravity values.
 DH6244
 DH6244;                    North         East    Units  Estimated Accuracy
 DH6244;SPC NC       -   237,400.      911,710.      MT  (+/- 180 meters Scaled)
 DH6244
 DH6244                          SUPERSEDED SURVEY CONTROL
 DH6244
 DH6244.No superseded survey control is available for this station.
 DH6244
 DH6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE408668(NAD 83)
 DH6244_MARKER: F = FLANGE-ENCASED ROD
 DH6244_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6244_STAMPING: 2437 B 2002
 DH6244_MARK LOGO: NOS   
 DH6244_PROJECTION: FLUSH
 DH6244_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6244+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DH6244_ROD/PIPE-DEPTH: 30.8 meters
 DH6244_SLEEVE-DEPTH  : 0.3 meters
 DH6244
 DH6244  HISTORY     - Date     Condition        Report By
 DH6244  HISTORY     - 2002     MONUMENTED       NOS
 DH6244  HISTORY     - 20040325 GOOD             NCGS
 DH6244
 DH6244                          STATION DESCRIPTION
 DH6244
 DH6244'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DH6244'STATION IS LOCATED 4.6 MI (7.4 KM) SOUTH OF MANTEO AND 0.7 MI (1.1 KM)
 DH6244'WEST OF WANCHESE. PROCEED ALONG NC 345 (MILL LANDING ROAD) FOR 0.3 MI
 DH6244'(0.5 KM) NORTHWEST FROM THE POST OFFICE IN WANCHESE TO SR 1168 (OLD
 DH6244'WHARF ROAD), THENCE ALONG SR 1168 SOUTH FOR 0.9 MI (1.4 KM) TO SR 1137
 DH6244'(OWENS SHIPYARD ROAD), THENCE ALONG SR 1137 NORTHWEST FOR 0.2 MI (0.3
 DH6244'KM) TO SR 1183 (BEVERLY DRIVE) AND STATION WEST OF SPENCER MARINE
 DH6244'OFFICE. MARK IS ABOUT 0.5-FT LOWER THAN THE GRAVEL PARKING LOT AND IS
 DH6244'RECESSED 3 INCHES BELOW THE GROUND. LOCATED 6.1 FT (1.9 M)
 DH6244'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF MARINA OFFICE, 22.1 FT (6.7
 DH6244'M) NORTHWEST OF THE SOUTHWEST CORNER OF MARINA OFFICE AND 95 FEET
 DH6244'(29.0 M) EAST-NORTHEAST OF A TREE LINE (PINES) ON THE WEST EDGE OF
 DH6244'PROPERTY.THE DATUM POINT IS SET .9CM (.3FT) BELOW GRADE, BEING TOP OF
 DH6244'STAINLESS STEEL ROD DRIVEN 30.8M (101FT) TO REFUSAL AND ENCASED IN A
 DH6244'5IN NOS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6243 ***********************************************************************
 DH6243  DESIGNATION -  865 2437 C TIDAL
 DH6243  PID         -  DH6243
 DH6243  STATE/COUNTY-  NC/DARE
 DH6243  USGS QUAD   -  WANCHESE (1983)
 DH6243
 DH6243                         *CURRENT SURVEY CONTROL
 DH6243  ___________________________________________________________________
 DH6243* NAD 83(1986)-  35 50 37.     (N)    075 39 17.     (W)     SCALED    
 DH6243* NAVD 88     -         0.919  (meters)       3.02   (feet)  ADJUSTED  
 DH6243  ___________________________________________________________________
 DH6243  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 DH6243  DYNAMIC HT  -           0.918 (meters)       3.01  (feet)  COMP
 DH6243  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 DH6243
 DH6243  VERT ORDER  -  THIRD
 DH6243
 DH6243.The horizontal coordinates were scaled from a topographic map and have
 DH6243.an estimated accuracy of +/- 6 seconds.
 DH6243
 DH6243.The orthometric height was determined by differential leveling
 DH6243.and adjusted in August 2006.
 DH6243.No vertical observational check was made to the station.
 DH6243
 DH6243.The geoid height was determined by GEOID03.
 DH6243
 DH6243.The dynamic height is computed by dividing the NAVD 88
 DH6243.geopotential number by the normal gravity value computed on the
 DH6243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6243.degrees latitude (g = 980.6199 gals.).
 DH6243
 DH6243.The modeled gravity was interpolated from observed gravity values.
 DH6243
 DH6243;                    North         East    Units  Estimated Accuracy
 DH6243;SPC NC       -   237,340.      911,740.      MT  (+/- 180 meters Scaled)
 DH6243
 DH6243                          SUPERSEDED SURVEY CONTROL
 DH6243
 DH6243.No superseded survey control is available for this station.
 DH6243
 DH6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE408668(NAD 83)
 DH6243_MARKER: F = FLANGE-ENCASED ROD
 DH6243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6243_STAMPING: 2437 C 2002
 DH6243_MARK LOGO: NOS   
 DH6243_PROJECTION: FLUSH
 DH6243_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6243+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DH6243_ROD/PIPE-DEPTH: 8.8  meters
 DH6243_SLEEVE-DEPTH  : 0.3 meters
 DH6243
 DH6243  HISTORY     - Date     Condition        Report By
 DH6243  HISTORY     - 2002     MONUMENTED       NOS
 DH6243  HISTORY     - 20040325 GOOD             NCGS
 DH6243
 DH6243                          STATION DESCRIPTION
 DH6243
 DH6243'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DH6243'STATION IS LOCATED 4.7 MI (7.6 KM) SOUTH OF MANTEO AND 0.7 MI (1.1 KM)
 DH6243'WEST OF WANCHESE. PROCEED ALONG NC 345 (MILL LANDING ROAD) FOR 0.3 MI
 DH6243'(0.5 KM) NORTHWEST FROM THE POST OFFICE IN WANCHESE TO SR 1168 (OLD
 DH6243'WHARF ROAD), THENCE ALONG SR 1168 SOUTH FOR 0.9 MI (1.4 KM) TO SR 1137
 DH6243'(OWENS SHIPYARD ROAD), THENCE ALONG SR 1137 NORTHWEST FOR 0.2 MI (0.3
 DH6243'KM) TO SR 1183 (BEVERLY DRIVE) AND THE STATION ON THE PROPERTY OF
 DH6243'SPENCER MARINE AT 31 BEVERLY LANE. MARK IS ABOUT 1-FT LOWER THAN SR
 DH6243'1183 AND IS RECESSED 3 INCHES BELOW THE GROUND. LOCATED 71.1 FT (21.7
 DH6243'M) NORTH-NORTHWEST OF THE SOUTH CORNER OF THE CHAIN-LINK FENCE AT THE
 DH6243'SOUTHERN CORNER OF SPENCER MARINE PROPERTY, 77.2 FT (23.5 M) SOUTHEAST
 DH6243'OF A GATE CORNER ON THE WEST SIDE OF PROPERTY, 2.5 FT (0.8 M)
 DH6243'EAST-NORTHEAST OF THE CHAIN-LINK FENCE WITH A NOS WITNESS POST AND
 DH6243'143.6 FT (43.8 M) WEST OF THE SOUTH CORNER OF A CONCRETE BLOCK
 DH6243'ENCLOSURE ATTACHED TO THE SOUTH CORNER OF THE TALL BLUE, METAL CLAD
 DH6243'BOAT SHED.THE DATUM POINT IS SET 9CM (0.3FT) BELOW GRADE, BEING THE
 DH6243'TOP OF A STAINLESS STEEL ROD DRIVEN 8.8M (29FT) TO REFUSAL AND ENCASED
 DH6243'IN A 5IN NOS LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6242 ***********************************************************************
 DH6242  DESIGNATION -  865 2437 D TIDAL
 DH6242  PID         -  DH6242
 DH6242  STATE/COUNTY-  NC/DARE
 DH6242  USGS QUAD   -  WANCHESE (1983)
 DH6242
 DH6242                         *CURRENT SURVEY CONTROL
 DH6242  ___________________________________________________________________
 DH6242* NAD 83(1986)-  35 50 38.     (N)    075 39 15.     (W)     SCALED    
 DH6242* NAVD 88     -         1.485  (meters)       4.87   (feet)  ADJUSTED  
 DH6242  ___________________________________________________________________
 DH6242  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 DH6242  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 DH6242  MODELED GRAV-     979,766.7   (mgal)                       NAVD 88
 DH6242
 DH6242  VERT ORDER  -  THIRD
 DH6242
 DH6242.The horizontal coordinates were scaled from a topographic map and have
 DH6242.an estimated accuracy of +/- 6 seconds.
 DH6242
 DH6242.The orthometric height was determined by differential leveling
 DH6242.and adjusted in August 2006.
 DH6242.No vertical observational check was made to the station.
 DH6242
 DH6242.The geoid height was determined by GEOID03.
 DH6242
 DH6242.The dynamic height is computed by dividing the NAVD 88
 DH6242.geopotential number by the normal gravity value computed on the
 DH6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6242.degrees latitude (g = 980.6199 gals.).
 DH6242
 DH6242.The modeled gravity was interpolated from observed gravity values.
 DH6242
 DH6242;                    North         East    Units  Estimated Accuracy
 DH6242;SPC NC       -   237,370.      911,790.      MT  (+/- 180 meters Scaled)
 DH6242
 DH6242                          SUPERSEDED SURVEY CONTROL
 DH6242
 DH6242.No superseded survey control is available for this station.
 DH6242
 DH6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE409668(NAD 83)
 DH6242_MARKER: DJ = TIDAL STATION DISK
 DH6242_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH6242+WITH SETTING: PAVEMENT
 DH6242_SP_SET: FLOOR FOUNDATION
 DH6242_STAMPING: 2437 D 2002
 DH6242_MARK LOGO: NOS   
 DH6242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6242+STABILITY: SURFACE MOTION
 DH6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6242+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2004
 DH6242
 DH6242  HISTORY     - Date     Condition        Report By
 DH6242  HISTORY     - 2002     MONUMENTED       NOS
 DH6242  HISTORY     - 20040325 GOOD             NCGS
 DH6242
 DH6242                          STATION DESCRIPTION
 DH6242
 DH6242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DH6242'STATION IS LOCATED 4.7 MI (7.6 KM) SOUTH OF MANTEO AND 0.7 MI (1.1 KM)
 DH6242'WEST OF WANCHESE. PROCEED ALONG NC 345 (MILL LANDING ROAD) FOR 0.3 MI
 DH6242'(0.5 KM) NORTHWEST FROM THE POST OFFICE IN WANCHESE TO SR 1168 (OLD
 DH6242'WHARF ROAD), THENCE ALONG SR 1168 SOUTH FOR 0.9 MI (1.4 KM) TO SR 1137
 DH6242'(OWENS SHIPYARD ROAD), THENCE ALONG SR 1137 NORTHWEST FOR 0.2 MI (0.3
 DH6242'KM) TO SR 1183 (BEVERLY DRIVE) AND THE STATION ON THE PROPERTY OF
 DH6242'SPENCER MARINE. ALSO AT THE FIRST TWO-BAY BUILDING NORTH OF THE
 DH6242'ENTRANCE TO PROPERTY. MARK IS LEVEL WITH THE FLOOR OF BUILDING AND IS
 DH6242'FLUSH WITH THE CONCRETE FLOOR. LOCATED 62.1 FT (18.9 M) WEST-SOUTHWEST
 DH6242'OF THE WEST-SOUTHWEST EDGE OF THE TRAVEL-LIFT SLIP, 11.4 FT (3.5 M)
 DH6242'NORTH-NORTHWEST OF THE NORTH CORNER OF THE BOAT SHED AND 4.0 FT (1.2
 DH6242'M) EAST OF THE EAST END OF A 12-FOOT LONG PROPANE TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0144 ***********************************************************************
 EX0144  DESIGNATION -  865 2537 TIDAL 4
 EX0144  PID         -  EX0144
 EX0144  STATE/COUNTY-  NC/DARE
 EX0144  USGS QUAD   -  OREGON INLET (1983)
 EX0144
 EX0144                         *CURRENT SURVEY CONTROL
 EX0144  ___________________________________________________________________
 EX0144* NAD 83(1986)-  35 49 06.     (N)    075 33 51.     (W)     SCALED    
 EX0144* NAVD 88     -         0.800  (meters)       2.62   (feet)  ADJUSTED  
 EX0144  ___________________________________________________________________
 EX0144  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0144  DYNAMIC HT  -           0.799 (meters)       2.62  (feet)  COMP
 EX0144  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 EX0144
 EX0144  VERT ORDER  -  FIRST     CLASS II
 EX0144
 EX0144.The horizontal coordinates were scaled from a topographic map and have
 EX0144.an estimated accuracy of +/- 6 seconds.
 EX0144
 EX0144.The orthometric height was determined by differential leveling
 EX0144.and adjusted in June 1991.
 EX0144
 EX0144.The geoid height was determined by GEOID03.
 EX0144
 EX0144.The dynamic height is computed by dividing the NAVD 88
 EX0144.geopotential number by the normal gravity value computed on the
 EX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0144.degrees latitude (g = 980.6199 gals.).
 EX0144
 EX0144.The modeled gravity was interpolated from observed gravity values.
 EX0144
 EX0144;                    North         East    Units  Estimated Accuracy
 EX0144;SPC NC       -   234,820.      920,010.      MT  (+/- 180 meters Scaled)
 EX0144
 EX0144                          SUPERSEDED SURVEY CONTROL
 EX0144
 EX0144  NGVD 29 (??/??/??)    1.097  (m)            3.60   (f) ADJUSTED    1 2
 EX0144
 EX0144.Superseded values are not recommended for survey control.
 EX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0144.See file dsdata.txt to determine how the superseded data were derived.
 EX0144
 EX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE490639(NAD 83)
 EX0144_MARKER: DJ = TIDAL STATION DISK
 EX0144_SETTING: 66 = SET IN ROCK OUTCROP
 EX0144_SP_SET: BEDROCK
 EX0144_STAMPING: 4
 EX0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EX0144+STABILITY: POSITION/ELEVATION WELL
 EX0144
 EX0144  HISTORY     - Date     Condition        Report By
 EX0144  HISTORY     - UNK      MONUMENTED       CGS
 EX0144  HISTORY     - 1963     GOOD             NGS
 EX0144  HISTORY     - 1975     GOOD             NGS
 EX0144  HISTORY     - 1981     GOOD             NGS
 EX0144  HISTORY     - 1990     GOOD             USPSQD
 EX0144
 EX0144                          STATION DESCRIPTION
 EX0144
 EX0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EX0144'6.7 MI SW FROM NAGS HEAD.
 EX0144'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 EX0144'WITH U.S. HIGHWAY 158, 64 AND 264 AT NAGS HEAD, THENCE 0.9 MILE
 EX0144'SOUTHWEST ALONG A BLACK TOP ROAD, AT THE BODIE ISLAND LIGHTHOUSE,
 EX0144'SET ON THE TOP AND AT THE NORTHWEST SIDE OF THE GRANITE BASE
 EX0144'OF THE LIGHTHOUSE, 7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 EX0144'A BRICK BUILDING THAT IS JUST WEST OF THE LIGHTHOUSE, AND ABOUT
 EX0144'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION NO. 19,
 EX0144'BODIE ISLAND (OPPOSITE CUTOFF ISLAND) PAMLICO SOUND, NORTH CAROLINA.
 EX0144
 EX0144                          STATION RECOVERY (1975)
 EX0144
 EX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EX0144'RECOVERED IN GOOD CONDITION.
 EX0144
 EX0144                          STATION RECOVERY (1981)
 EX0144
 EX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0144'9.3 KILOMETERS (5.8 MILES) SOUTH ALONG STATE HIGHWAY 12 FROM THE
 EX0144'JUNCTION WITH U.S. HIGHWAYS 64, 264 AND 158 IN NAGS HEAD, THENCE
 EX0144'1.4 KILOMETERS (0.9 MILE) SOUTHWEST ALONG A PAVED ROAD TO BODIE
 EX0144'ISLAND LIGHTHOUSE, ON THE NORTHWEST SIDE OF THE LIGHTHOUSE, IN TOP
 EX0144'OF THE GRANITE STONE BASE OF THE LIGHTHOUSE, 2.13 METERS (7.0 FEET)
 EX0144'SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING ABUTTING TO
 EX0144'THE LIGHTHOUSE.
 EX0144'THE MARK IS 0.18 M ABOVE GROUND.
 EX0144
 EX0144                          STATION RECOVERY (1990)
 EX0144
 EX0144'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0162 ***********************************************************************
 EX0162  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0162  DESIGNATION -  865 2587 TIDAL 1
 EX0162  PID         -  EX0162
 EX0162  STATE/COUNTY-  NC/DARE
 EX0162  USGS QUAD   -  OREGON INLET (1983)
 EX0162
 EX0162                         *CURRENT SURVEY CONTROL
 EX0162  ___________________________________________________________________
 EX0162* NAD 83(1986)-  35 47 48.     (N)    075 32 53.     (W)     SCALED    
 EX0162* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 EX0162  ___________________________________________________________________
 EX0162  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0162  DYNAMIC HT  -           1.824 (meters)       5.98  (feet)  COMP
 EX0162  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 EX0162
 EX0162  VERT ORDER  -  SECOND    CLASS I
 EX0162
 EX0162.The horizontal coordinates were scaled from a topographic map and have
 EX0162.an estimated accuracy of +/- 6 seconds.
 EX0162
 EX0162.The orthometric height was determined by differential leveling
 EX0162.and adjusted in February 2001.
 EX0162.No vertical observational check was made to the station.
 EX0162.WARNING-Repeat measurements at this control monument indicate possible
 EX0162.vertical movement.
 EX0162
 EX0162.This Tidal Bench Mark is designated as VM 3538
 EX0162.by the Center for Operational Oceanographic Products and Services.
 EX0162
 EX0162.The geoid height was determined by GEOID03.
 EX0162
 EX0162.The dynamic height is computed by dividing the NAVD 88
 EX0162.geopotential number by the normal gravity value computed on the
 EX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0162.degrees latitude (g = 980.6199 gals.).
 EX0162
 EX0162.The modeled gravity was interpolated from observed gravity values.
 EX0162
 EX0162;                    North         East    Units  Estimated Accuracy
 EX0162;SPC NC       -   232,470.      921,550.      MT  (+/- 180 meters Scaled)
 EX0162
 EX0162                          SUPERSEDED SURVEY CONTROL
 EX0162
 EX0162  NAVD 88 (06/15/91)    1.839  (m)            6.03   (f) UNKNOWN     1 2
 EX0162  NGVD 29 (??/??/??)    2.146  (m)            7.04   (f) ADJUSTED    1 2
 EX0162
 EX0162.Superseded values are not recommended for survey control.
 EX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0162.See file dsdata.txt to determine how the superseded data were derived.
 EX0162
 EX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE504615(NAD 83)
 EX0162_MARKER: DJ = TIDAL STATION DISK
 EX0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EX0162_SP_SET: TRANSFORMER BASE
 EX0162_STAMPING: NO 1 1974
 EX0162_MARK LOGO: NOS   
 EX0162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0162+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0162
 EX0162  HISTORY     - Date     Condition        Report By
 EX0162  HISTORY     - 1974     MONUMENTED       NOS
 EX0162  HISTORY     - 1975     GOOD             NGS
 EX0162  HISTORY     - 1981     GOOD             NGS
 EX0162  HISTORY     - 1990     GOOD             USPSQD
 EX0162  HISTORY     - 19910714 GOOD             USPSQD
 EX0162  HISTORY     - 19950330 GOOD             NOS
 EX0162  HISTORY     - 20000620 GOOD             NCDOT
 EX0162  HISTORY     - 20010202 GOOD             NOS
 EX0162  HISTORY     - 20030821 GOOD             USPSQD
 EX0162
 EX0162                          STATION DESCRIPTION
 EX0162
 EX0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0162'AT OREGON INLET MARINA.
 EX0162'AT OREGON INLET MARINA, SET IN THE TOP AT THE SOUTHWEST CORNER OF
 EX0162'A 5 X 5 FOOT CONCRETE BASE SUPPORTING 2 TRANSFORMERS, 24 FEET
 EX0162'NORTHEAST OF A SANDBAG SEAWALL, 11.4 FEET NORTHWEST OF THE
 EX0162'SOUTHWEST CORNER OF THE FISHING CENTER BUILDING AND ABOUT 3 FEET
 EX0162'ABOVE THE LEVEL OF THE GROUND.
 EX0162
 EX0162                          STATION RECOVERY (1981)
 EX0162
 EX0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0162'IN OREGON INLET, ON THE GROUNDS OF THE OREGON INLET MARINA, IN TOP OF
 EX0162'THE SOUTHWEST CORNER OF A 5 BY 5-FOOT CONCRETE BASE SUPPORTING 2
 EX0162'(TWO) TRANSFORMERS, NEAR THE SOUTHWEST CORNER OF THE FISHING CENTER
 EX0162'AND THE RESTAURANT BUILDING, 7.31 METERS (24.0 FEET) NORTHEAST OF A
 EX0162'SAND BAG SEA WALL, 3.47 METERS (11.4 FEET) NORTHWEST OF THE SOUTHWEST
 EX0162'CORNER OF THE FISHING CENTER AND RESTAURANT BUILDING.
 EX0162'THE MARK IS 1.06 M ABOVE GROUND.
 EX0162
 EX0162                          STATION RECOVERY (1990)
 EX0162
 EX0162'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0162'RECOVERED IN GOOD CONDITION.
 EX0162
 EX0162                          STATION RECOVERY (1991)
 EX0162
 EX0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0162'RECOVERED IN GOOD CONDITION.
 EX0162
 EX0162                          STATION RECOVERY (1995)
 EX0162
 EX0162'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 EX0162'THE BENCH MARK IS SET IN THE SW CORNER OF A 1.5 M (4.9 FT) SQUARE
 EX0162'CONCRETE BASE SUPPORTING TWO TRANSFORMERS LOCATED BEHIND THE OREGON
 EX0162'INLET FISHING CENTER, 7.3 M (24.0 FT) NE OF A SANDBAG SEAWALL, 3.5 M
 EX0162'(11.5 FT) NW OF THE SW CORNER OF THE FISHING CENTER BUILDING, 1.8 M
 EX0162'(5.9 FT) SSW OF THE NW CORNER OF THE CONCRETE BASE, AND THE BASE IS
 EX0162'0.9 M ABOVE GROUND.
 EX0162
 EX0162                          STATION RECOVERY (2000)
 EX0162
 EX0162'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0162'RECOVERED AS DESCRIBED.
 EX0162
 EX0162                          STATION RECOVERY (2001)
 EX0162
 EX0162'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 EX0162'IN OREGON INLET, AT THE NORTH END OF THE STATE HWY 12 (HERBERT C.
 EX0162'BONNER) BRIDGE OVER OREGON INLET, THE BENCH MARK IS SET FLUSH IN A
 EX0162'CONCRETE PAD FOR 2 TRANSFORMERS AT THE OREGON INLET FISHING CENTER, IN
 EX0162'THE SW CORNER OF A 1.5 M (4.9 FT) X 1.5 M (4.9 FT) CONCRETE BASE, 7.3
 EX0162'M (24.0 FT) NE OF A SANDBAG SEAWALL, 3.5 M (11.5 FT) NW OF THE SW
 EX0162'CORNER OF THE FISHING CENTER BUILDING, 1.8 M (5.9 FT) SSW OF THE NW
 EX0162'CORNER OF THE CONCRETE BASE, AND 3.0 FT (0.9 M) ABOVE THE GROUND.
 EX0162
 EX0162                          STATION RECOVERY (2003)
 EX0162
 EX0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0160 ***********************************************************************
 EX0160  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0160  DESIGNATION -  865 2587 TIDAL 2
 EX0160  PID         -  EX0160
 EX0160  STATE/COUNTY-  NC/DARE
 EX0160  USGS QUAD   -  OREGON INLET (1983)
 EX0160
 EX0160                         *CURRENT SURVEY CONTROL
 EX0160  ___________________________________________________________________
 EX0160* NAD 83(1986)-  35 47 43.     (N)    075 32 52.     (W)     SCALED    
 EX0160* NAVD 88     -         1.080  (meters)       3.54   (feet)  ADJUSTED  
 EX0160  ___________________________________________________________________
 EX0160  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0160  DYNAMIC HT  -           1.079 (meters)       3.54  (feet)  COMP
 EX0160  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 EX0160
 EX0160  VERT ORDER  -  SECOND    CLASS I
 EX0160
 EX0160.The horizontal coordinates were scaled from a topographic map and have
 EX0160.an estimated accuracy of +/- 6 seconds.
 EX0160
 EX0160.The orthometric height was determined by differential leveling
 EX0160.and adjusted in February 2001.
 EX0160
 EX0160.This Tidal Bench Mark is designated as VM 3539
 EX0160.by the Center for Operational Oceanographic Products and Services.
 EX0160
 EX0160.The geoid height was determined by GEOID03.
 EX0160
 EX0160.The dynamic height is computed by dividing the NAVD 88
 EX0160.geopotential number by the normal gravity value computed on the
 EX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0160.degrees latitude (g = 980.6199 gals.).
 EX0160
 EX0160.The modeled gravity was interpolated from observed gravity values.
 EX0160
 EX0160;                    North         East    Units  Estimated Accuracy
 EX0160;SPC NC       -   232,310.      921,580.      MT  (+/- 180 meters Scaled)
 EX0160
 EX0160                          SUPERSEDED SURVEY CONTROL
 EX0160
 EX0160  NAVD 88 (06/15/91)    1.083  (m)            3.55   (f) UNKNOWN     1 2
 EX0160  NGVD 29 (??/??/??)    1.390  (m)            4.56   (f) ADJUSTED    1 2
 EX0160
 EX0160.Superseded values are not recommended for survey control.
 EX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0160.See file dsdata.txt to determine how the superseded data were derived.
 EX0160
 EX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE505613(NAD 83)
 EX0160_MARKER: DJ = TIDAL STATION DISK
 EX0160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EX0160+WITH SETTING: PAVEMENT
 EX0160_SP_SET: DECK
 EX0160_STAMPING: NO 2 1974
 EX0160_MARK LOGO: NOS   
 EX0160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0160+STABILITY: SURFACE MOTION
 EX0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0160+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 EX0160
 EX0160  HISTORY     - Date     Condition        Report By
 EX0160  HISTORY     - 1974     MONUMENTED       NOS
 EX0160  HISTORY     - 1975     GOOD             NGS
 EX0160  HISTORY     - 1981     GOOD             NGS
 EX0160  HISTORY     - 1990     GOOD             USPSQD
 EX0160  HISTORY     - 19910714 GOOD             USPSQD
 EX0160  HISTORY     - 19950330 GOOD             NOS
 EX0160  HISTORY     - 20000620 GOOD             NCDOT
 EX0160  HISTORY     - 20010202 GOOD             NOS
 EX0160  HISTORY     - 20061213 GOOD             GEOCAC
 EX0160
 EX0160                          STATION DESCRIPTION
 EX0160
 EX0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0160'AT OREGON INLET.
 EX0160'AT OREGON INLET MARINA, SET FLUSH IN THE CONCRETE DECK AT THE
 EX0160'FISH WEIGH IN AREA, ACROSS THE MARINA IN AN EASTERLY DIRECTION
 EX0160'FROM THE FISHING CENTER, ABOVE THE WEIGH IN SCALES IS A SIGN
 EX0160'OREGON INLET FISHING CENTER, 90 FEET NORTH OF THE OLD BOAT RAMP,
 EX0160'29.3 FEET NORTH OF THE SOUTHEAST CORNER OF THE WEIGH STATION, 22.5
 EX0160'FEET SOUTHEAST OF THE MARINA BULKHEAD AND ABOUT 1-1/2 FEET ABOVE
 EX0160'THE SURFACE OF THE GROUND.
 EX0160
 EX0160                          STATION RECOVERY (1981)
 EX0160
 EX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0160'IN OREGON INLET, ON THE GROUNDS OF THE OREGON INLET MARINA, IN TOP
 EX0160'OF THE NORTH END OF THE CONCRETE DECK FOR THE FISH WEIGH IN AREA,
 EX0160'DIRECTLY SOUTHEAST AND ACROSS THE MARINA SLIP FROM THE FISHING CENTER
 EX0160'AND RESTAURANT BUILDING, 6.70 METERS (22.0 FEET) EAST OF THE EAST EDGE
 EX0160'OF THE WOODEN WALKWAY OF THE DOCK, 3.35 METERS (11.0 FEET)
 EX0160'NORTH-NORTHEAST OF THE SOUTHEAST LEG OF A LARGE WOODEN POST SUPPORTING
 EX0160'A SIGN (OREGON INLET FISHING CENTER).
 EX0160'THE MARK IS 0.3 M ABOVE PARKING LOT.
 EX0160
 EX0160                          STATION RECOVERY (1990)
 EX0160
 EX0160'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0160'RECOVERED IN GOOD CONDITION.
 EX0160
 EX0160                          STATION RECOVERY (1991)
 EX0160
 EX0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0160'RECOVERED IN GOOD CONDITION.
 EX0160
 EX0160                          STATION RECOVERY (1995)
 EX0160
 EX0160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 EX0160'THE BENCH MARK IS SET IN THE CONCRETE DECK AT THE FISH WEIGH-IN THE
 EX0160'AREA ACROSS THE MARINA FROM THE OREGON INLET FISHING CENTER, 36.0 M
 EX0160'(118.1 FT) NORTH OF THE OLD BOAT RAMP, 9.0 M (29.5 FT) NORTH OF THE SE
 EX0160'CORNER OF THE WEIGH STATION, AND 7.9 M (25.9 FT) SE OF THE MARINA
 EX0160'BULKHEAD.
 EX0160
 EX0160                          STATION RECOVERY (2000)
 EX0160
 EX0160'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0160'RECOVERED AS DESCRIBED.
 EX0160
 EX0160                          STATION RECOVERY (2001)
 EX0160
 EX0160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 EX0160'RECOVERED IN GOOD CONDITION.  ADD--36.0 M (118.1 FT) NORTH OF THE OLD
 EX0160'BOAT RAMP.
 EX0160
 EX0160                          STATION RECOVERY (2006)
 EX0160
 EX0160'RECOVERY NOTE BY GEOCACHING 2006 (RBC)
 EX0160'GPS POSITION IS N35*47'42.4 X W75*32'52.4
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0150 ***********************************************************************
 EX0150  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0150  DESIGNATION -  865 2587 TIDAL 3
 EX0150  PID         -  EX0150
 EX0150  STATE/COUNTY-  NC/DARE
 EX0150  USGS QUAD   -  OREGON INLET (1983)
 EX0150
 EX0150                         *CURRENT SURVEY CONTROL
 EX0150  ___________________________________________________________________
 EX0150* NAD 83(1986)-  35 47 40.     (N)    075 32 49.     (W)     SCALED    
 EX0150* NAVD 88     -         4.210  (meters)      13.81   (feet)  ADJUSTED  
 EX0150  ___________________________________________________________________
 EX0150  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0150  DYNAMIC HT  -           4.206 (meters)      13.80  (feet)  COMP
 EX0150  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 EX0150
 EX0150  VERT ORDER  -  SECOND    CLASS I
 EX0150
 EX0150.The horizontal coordinates were scaled from a topographic map and have
 EX0150.an estimated accuracy of +/- 6 seconds.
 EX0150
 EX0150.The orthometric height was determined by differential leveling
 EX0150.and adjusted in January 2005.
 EX0150.No vertical observational check was made to the station.
 EX0150
 EX0150.This Tidal Bench Mark is designated as VM 3540
 EX0150.by the Center for Operational Oceanographic Products and Services.
 EX0150
 EX0150.Photographs are available for this station.
 EX0150
 EX0150.The geoid height was determined by GEOID03.
 EX0150
 EX0150.The dynamic height is computed by dividing the NAVD 88
 EX0150.geopotential number by the normal gravity value computed on the
 EX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0150.degrees latitude (g = 980.6199 gals.).
 EX0150
 EX0150.The modeled gravity was interpolated from observed gravity values.
 EX0150
 EX0150;                    North         East    Units  Estimated Accuracy
 EX0150;SPC NC       -   232,220.      921,660.      MT  (+/- 180 meters Scaled)
 EX0150
 EX0150                          SUPERSEDED SURVEY CONTROL
 EX0150
 EX0150  NAVD 88 (06/15/91)    4.207  (m)           13.80   (f) UNKNOWN     1 2
 EX0150  NGVD 29 (??/??/??)    4.515  (m)           14.81   (f) ADJUSTED    1 2
 EX0150
 EX0150.Superseded values are not recommended for survey control.
 EX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0150.See file dsdata.txt to determine how the superseded data were derived.
 EX0150
 EX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE505612(NAD 83)
 EX0150_MARKER: DJ = TIDAL STATION DISK
 EX0150_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EX0150_SP_SET: BRIDGE WINGWALL
 EX0150_STAMPING: NO 3 1974
 EX0150_MARK LOGO: NOS   
 EX0150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0150+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 EX0150
 EX0150  HISTORY     - Date     Condition        Report By
 EX0150  HISTORY     - 1974     MONUMENTED       NOS
 EX0150  HISTORY     - 1975     GOOD             NGS
 EX0150  HISTORY     - 1981     GOOD             NGS
 EX0150  HISTORY     - 19890226 GOOD             NCGS
 EX0150  HISTORY     - 19890226 GOOD             NCGS
 EX0150  HISTORY     - 19910714 GOOD             USPSQD
 EX0150  HISTORY     - 19950330 GOOD             NOS
 EX0150  HISTORY     - 20000620 GOOD             NCDOT
 EX0150  HISTORY     - 20010202 GOOD             NOS
 EX0150
 EX0150                          STATION DESCRIPTION
 EX0150
 EX0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0150'AT OREGON INLET.
 EX0150'AT OREGON INLET, SET IN THE TOP OF THE WEST WING WALL AT THE NORTH
 EX0150'END OF HERBERT C. BONNER BRIDGE OVER THE INLET, 19 FEET WEST
 EX0150'OF THE CENTER LINE OF THE HIGHWAY.
 EX0150
 EX0150                          STATION RECOVERY (1981)
 EX0150
 EX0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0150'IN OREGON INLET, AT THE NORTH END OF THE STATE HIGHWAY 12 (HERBERT
 EX0150'C. BONNER) BRIDGE OVER OREGON INLET, IN TOP OF THE WEST WINGWALL OF
 EX0150'THE NORTH ABUTMENT OF THE BRIDGE, 5.79 METERS (19.0 FEET) WEST OF
 EX0150'THE CENTER LINE OF THE HIGHWAY.
 EX0150'THE MARK IS 0.30 M ABOVE HIGHWAY.
 EX0150
 EX0150                          STATION RECOVERY (1989)
 EX0150
 EX0150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EX0150'RECOVERED AS DESCRIBED.
 EX0150
 EX0150                          STATION RECOVERY (1989)
 EX0150
 EX0150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EX0150'RECOVERED AS DESCRIBED.
 EX0150
 EX0150                          STATION RECOVERY (1991)
 EX0150
 EX0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0150'RECOVERED IN GOOD CONDITION.
 EX0150
 EX0150                          STATION RECOVERY (1995)
 EX0150
 EX0150'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 EX0150'THE BENCH MARK IS SET IN THE WEST SIDE OF THE CONCRETE WING WALL
 EX0150'LOCATED AT THE NORTH END OF THE HERBERT C. BONNER BRIDGE (NC STATE
 EX0150'ROUTE 12) ACROSS OREGON INLET, AND 5.8 M (19.0 FT) WEST OF THE
 EX0150'CENTERLINE OF THE HIGHWAY.
 EX0150
 EX0150                          STATION RECOVERY (2000)
 EX0150
 EX0150'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0150'RECOVERED AS DESCRIBED.
 EX0150
 EX0150                          STATION RECOVERY (2001)
 EX0150
 EX0150'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 EX0150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0149 ***********************************************************************
 EX0149  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0149  DESIGNATION -  865 2587 TIDAL 4
 EX0149  PID         -  EX0149
 EX0149  STATE/COUNTY-  NC/DARE
 EX0149  USGS QUAD   -  OREGON INLET (1983)
 EX0149
 EX0149                         *CURRENT SURVEY CONTROL
 EX0149  ___________________________________________________________________
 EX0149* NAD 83(1986)-  35 47 40.     (N)    075 32 49.     (W)     SCALED    
 EX0149* NAVD 88     -         4.210  (meters)      13.81   (feet)  ADJUSTED  
 EX0149  ___________________________________________________________________
 EX0149  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0149  DYNAMIC HT  -           4.206 (meters)      13.80  (feet)  COMP
 EX0149  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 EX0149
 EX0149  VERT ORDER  -  SECOND    CLASS I
 EX0149
 EX0149.The horizontal coordinates were scaled from a topographic map and have
 EX0149.an estimated accuracy of +/- 6 seconds.
 EX0149
 EX0149.The orthometric height was determined by differential leveling
 EX0149.and adjusted in January 2005.
 EX0149.No vertical observational check was made to the station.
 EX0149
 EX0149.This Tidal Bench Mark is designated as VM 3541
 EX0149.by the Center for Operational Oceanographic Products and Services.
 EX0149
 EX0149.Photographs are available for this station.
 EX0149
 EX0149.The geoid height was determined by GEOID03.
 EX0149
 EX0149.The dynamic height is computed by dividing the NAVD 88
 EX0149.geopotential number by the normal gravity value computed on the
 EX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0149.degrees latitude (g = 980.6199 gals.).
 EX0149
 EX0149.The modeled gravity was interpolated from observed gravity values.
 EX0149
 EX0149;                    North         East    Units  Estimated Accuracy
 EX0149;SPC NC       -   232,220.      921,660.      MT  (+/- 180 meters Scaled)
 EX0149
 EX0149                          SUPERSEDED SURVEY CONTROL
 EX0149
 EX0149  NAVD 88 (06/15/91)    4.207  (m)           13.80   (f) UNKNOWN     1 2
 EX0149  NGVD 29 (??/??/??)    4.514  (m)           14.81   (f) ADJUSTED    1 2
 EX0149
 EX0149.Superseded values are not recommended for survey control.
 EX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0149.See file dsdata.txt to determine how the superseded data were derived.
 EX0149
 EX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE505612(NAD 83)
 EX0149_MARKER: DJ = TIDAL STATION DISK
 EX0149_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EX0149_SP_SET: BRIDGE WINGWALL
 EX0149_STAMPING: NO 4 1974
 EX0149_MARK LOGO: NOS   
 EX0149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0149+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 EX0149
 EX0149  HISTORY     - Date     Condition        Report By
 EX0149  HISTORY     - 1974     MONUMENTED       NOS
 EX0149  HISTORY     - 1975     GOOD             NGS
 EX0149  HISTORY     - 1981     GOOD             NGS
 EX0149  HISTORY     - 19890226 GOOD             NCGS
 EX0149  HISTORY     - 19890226 GOOD             NCGS
 EX0149  HISTORY     - 19910714 GOOD             USPSQD
 EX0149  HISTORY     - 19950330 GOOD             NOS
 EX0149  HISTORY     - 20000620 GOOD             NCDOT
 EX0149  HISTORY     - 20010202 GOOD             NOS
 EX0149
 EX0149                          STATION DESCRIPTION
 EX0149
 EX0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0149'AT OREGON INLET.
 EX0149'AT OREGON INLET, SET IN TOP OF THE EAST WING WALL AT THE NORTH
 EX0149'END OF HERBERT C. BONNER BRIDGE OVER THE INLET, 22 FEET EAST
 EX0149'OF THE CENTER LINE OF STATE HIGHWAY 12 AND ABOUT LEVEL WITH THE
 EX0149'HIGHWAY.  ALSO 8.3 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS
 EX0149'JUNCTION WITH U.S. HIGHWAY 158, 64, AND 264 AT NAGS HEAD.
 EX0149'OREGON INLET MARINA STATION.
 EX0149
 EX0149                          STATION RECOVERY (1981)
 EX0149
 EX0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0149'IN OREGON INLET, AT THE NORTH END OF THE STATE HIGHWAY 12 (HERBERT
 EX0149'C. BONNER) BRIDGE OVER OREGON INLET, IN TOP OF THE EAST WINGWALL OF
 EX0149'THE NORTH ABUTMENT OF THE BRIDGE, 6.7 METERS (22.0 FEET) EAST OF THE
 EX0149'CENTER LINE OF THE HIGHWAY.
 EX0149'THE MARK IS 0.30 M ABOVE HIGHWAY.
 EX0149
 EX0149                          STATION RECOVERY (1989)
 EX0149
 EX0149'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EX0149'RECOVERED AS DESCRIBED.
 EX0149
 EX0149                          STATION RECOVERY (1989)
 EX0149
 EX0149'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EX0149'RECOVERED AS DESCRIBED.
 EX0149
 EX0149                          STATION RECOVERY (1991)
 EX0149
 EX0149'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0149'RECOVERED IN GOOD CONDITION.
 EX0149
 EX0149                          STATION RECOVERY (1995)
 EX0149
 EX0149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 EX0149'THE BENCH MARK IS SET IN THE EAST SIDE OF THE CONCRETE WING WALL AT
 EX0149'THE NORTH END OF THE HERBERT C. BONNER BRIDGE (NC STATE ROUTE 12)
 EX0149'ACROSS OREGON INLET, 6.7 M (22.0 FT) EAST OF THE CENTERLINE OF THE
 EX0149'HIGHWAY.
 EX0149
 EX0149                          STATION RECOVERY (2000)
 EX0149
 EX0149'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0149'RECOVERED AS DESCRIBED.
 EX0149
 EX0149                          STATION RECOVERY (2001)
 EX0149
 EX0149'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JRS)
 EX0149'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0407 ***********************************************************************
 EY0407  DESIGNATION -  865 3395 TIDAL 2
 EY0407  PID         -  EY0407
 EY0407  STATE/COUNTY-  NC/BEAUFORT
 EY0407  USGS QUAD   -  BELHAVEN (1974)
 EY0407
 EY0407                         *CURRENT SURVEY CONTROL
 EY0407  ___________________________________________________________________
 EY0407* NAD 83(1986)-  35 32 13.     (N)    076 37 19.     (W)     SCALED    
 EY0407* NAVD 88     -         0.689  (meters)       2.26   (feet)  ADJUSTED  
 EY0407  ___________________________________________________________________
 EY0407  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY0407  DYNAMIC HT  -           0.689 (meters)       2.26  (feet)  COMP
 EY0407  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 EY0407
 EY0407  VERT ORDER  -  SECOND    CLASS II
 EY0407
 EY0407.The horizontal coordinates were scaled from a topographic map and have
 EY0407.an estimated accuracy of +/- 6 seconds.
 EY0407
 EY0407.The orthometric height was determined by differential leveling
 EY0407.and adjusted in June 1991.
 EY0407
 EY0407.The geoid height was determined by GEOID03.
 EY0407
 EY0407.The dynamic height is computed by dividing the NAVD 88
 EY0407.geopotential number by the normal gravity value computed on the
 EY0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0407.degrees latitude (g = 980.6199 gals.).
 EY0407
 EY0407.The modeled gravity was interpolated from observed gravity values.
 EY0407
 EY0407;                    North         East    Units  Estimated Accuracy
 EY0407;SPC NC       -   200,810.      825,220.      MT  (+/- 180 meters Scaled)
 EY0407
 EY0407                          SUPERSEDED SURVEY CONTROL
 EY0407
 EY0407  NGVD 29 (??/??/92)    1.010  (m)            3.31   (f) ADJ UNCH    2 2
 EY0407
 EY0407.Superseded values are not recommended for survey control.
 EY0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0407.See file dsdata.txt to determine how the superseded data were derived.
 EY0407
 EY0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE529338(NAD 83)
 EY0407_MARKER: DJ = TIDAL STATION DISK
 EY0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0407_SP_SET: CONCRETE POST
 EY0407_STAMPING: NO 2 1934
 EY0407_MARK LOGO: CGS   
 EY0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0407+STABILITY: SURFACE MOTION
 EY0407
 EY0407  HISTORY     - Date     Condition        Report By
 EY0407  HISTORY     - 1934     MONUMENTED       CGS
 EY0407  HISTORY     - 1948     GOOD             NGS
 EY0407  HISTORY     - 1954     GOOD             NGS
 EY0407  HISTORY     - 1984     GOOD             NCGS
 EY0407  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 EY0407
 EY0407                          STATION DESCRIPTION
 EY0407
 EY0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0407'AT BELHAVEN.
 EY0407'LOCATED NEAR THE T INTERSECTION OF WATER STREET AND THE STREET
 EY0407'LEADING TO THE CITY DOCK, 37.4 FT. SOUTHWEST OF THE CENTERLINE
 EY0407'OF WATER STREET, 43.5 FT. NORTHWEST OF CENTERLINE OF STREET
 EY0407'LEADING TO CITY DOCK, NEAR THE NORTHEAST CORNER OF LAWN OF H.R.
 EY0407'KEATON, 7.7 FT. SOUTHWEST OF THE CORNER TREE (14 INCH SYCAMORE).
 EY0407'A STANDARD TIDAL B.M. DISK STAMPED NO. 2, 1934 SET IN THE TOP OF A
 EY0407'10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0407
 EY0407                          STATION RECOVERY (1954)
 EY0407
 EY0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 EY0407'RECOVERED IN GOOD CONDITION.
 EY0407
 EY0407                          STATION RECOVERY (1984)
 EY0407
 EY0407'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY0407'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION
 EY0407'IS LOCATED IN BELHAVEN.  PROCEED ALONG US 264 BUSINESS (MAIN TREET)
 EY0407'FOR 0.9 KM (0.55 MI) SOUTHEAST FROM THE INTERSECTION WITH NC 92,
 EY0407'THENCE SOUTHWEST ALONG HASLIN STREET FOR 0.5 KM (0.3 MI) TO FRONT
 EY0407'STREET.  THENCE SOUTHEAST ALONG FRONT STREET FOR 0.5 KM (0.3 MI) TO
 EY0407'THE MARK ON THE PROPERTY OF BELHAVEN MARINE.  THE STATION IS LOCATED
 EY0407'11.4 METERS (37.4 FT) SOUTHWEST OF THE CENTERLINE OF FRONT STREET,
 EY0407'17.7 METERS (58.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL DRIVE, 6.4
 EY0407'METERS (20.9 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF A WOOD
 EY0407'FENCE--AND 11.2 METERS (36.7 FT) EAST OF A 24-INCH MAGNOLIA TREE,
 EY0407'20.0 METERS (65.7 FT) SOUTHEAST OF A 24-INCH MAGNOLIA TREE--BOTH WITH
 EY0407'REFERENCE TAGS.  MARK IS ABOUT LEVEL WITH THE STREET.
 EY0407
 EY0407                          STATION RECOVERY (2004)
 EY0407
 EY0407'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0408 ***********************************************************************
 EY0408  DESIGNATION -  865 3395 TIDAL 3
 EY0408  PID         -  EY0408
 EY0408  STATE/COUNTY-  NC/BEAUFORT
 EY0408  USGS QUAD   -  BELHAVEN (1974)
 EY0408
 EY0408                         *CURRENT SURVEY CONTROL
 EY0408  ___________________________________________________________________
 EY0408* NAD 83(1986)-  35 32 14.     (N)    076 37 18.     (W)     SCALED    
 EY0408* NAVD 88     -         0.646  (meters)       2.12   (feet)  ADJUSTED  
 EY0408  ___________________________________________________________________
 EY0408  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY0408  DYNAMIC HT  -           0.646 (meters)       2.12  (feet)  COMP
 EY0408  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 EY0408
 EY0408  VERT ORDER  -  SECOND    CLASS II
 EY0408
 EY0408.The horizontal coordinates were scaled from a topographic map and have
 EY0408.an estimated accuracy of +/- 6 seconds.
 EY0408
 EY0408.The orthometric height was determined by differential leveling
 EY0408.and adjusted in June 1991.
 EY0408.WARNING-Repeat measurements at this control monument indicate possible
 EY0408.vertical movement.
 EY0408
 EY0408.The geoid height was determined by GEOID03.
 EY0408
 EY0408.The dynamic height is computed by dividing the NAVD 88
 EY0408.geopotential number by the normal gravity value computed on the
 EY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0408.degrees latitude (g = 980.6199 gals.).
 EY0408
 EY0408.The modeled gravity was interpolated from observed gravity values.
 EY0408
 EY0408;                    North         East    Units  Estimated Accuracy
 EY0408;SPC NC       -   200,840.      825,240.      MT  (+/- 180 meters Scaled)
 EY0408
 EY0408                          SUPERSEDED SURVEY CONTROL
 EY0408
 EY0408  NGVD 29 (??/??/92)    0.973  (m)            3.19   (f) ADJ UNCH    2 2
 EY0408
 EY0408.Superseded values are not recommended for survey control.
 EY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0408.See file dsdata.txt to determine how the superseded data were derived.
 EY0408
 EY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE529338(NAD 83)
 EY0408_MARKER: DJ = TIDAL STATION DISK
 EY0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0408_SP_SET: CONCRETE POST
 EY0408_STAMPING: NO 3 1934
 EY0408_MARK LOGO: CGS   
 EY0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0408+STABILITY: SURFACE MOTION
 EY0408
 EY0408  HISTORY     - Date     Condition        Report By
 EY0408  HISTORY     - 1934     MONUMENTED       CGS
 EY0408  HISTORY     - 1948     GOOD             NGS
 EY0408  HISTORY     - 1954     GOOD             NGS
 EY0408  HISTORY     - 1984     GOOD             NCGS
 EY0408  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 EY0408
 EY0408                          STATION DESCRIPTION
 EY0408
 EY0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0408'AT BELHAVEN.
 EY0408'LOCATED 141.0 FT. SE OF THE T INTERSECTION OF WATER STREET
 EY0408'AND STREET LEADING TO CITY DOCK, 25.6 FT. SOUTHWEST OF CENTERLINE
 EY0408'OF WATER STREET AND 56.0 FT. SOUTHEAST OF THE NORTHEAST CORNER
 EY0408'OF FIRST HOUSE NORTHEAST OF INTERSECTION.  A STANDARD TIDAL B.M.
 EY0408'DISK STAMPED NO. 3 1934 SET IN THE TOP OF A 10 INCH SQUARE
 EY0408'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0408
 EY0408                          STATION RECOVERY (1954)
 EY0408
 EY0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 EY0408'RECOVERED IN GOOD CONDITION.
 EY0408
 EY0408                          STATION RECOVERY (1984)
 EY0408
 EY0408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY0408'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION
 EY0408'IS LOCATED IN BELHAVEN.  PROCEED ALONG US 264 BUSINESS (MAIN STREET)
 EY0408'FOR 0.9 KM (0.55 MI) SOUTHEAST FROM THE INTERSECTION WITH NC 92,
 EY0408'THENCE SOUTHWEST ALONG HASLIN STREET FOR 0.2 KM (0.1 MI) TO FRONT
 EY0408'STREET.  THENCE SOUTHEAST ALONG FRONT STREET FOR 0.5 KM (0.3 MI) TO
 EY0408'THE MARK.  THE STATION IS LOCATED 7.2 METERS (23.5 FT) SOUTHWEST OF
 EY0408'THE CENTERLINE OF FRONT STREET, 8.0 METERS (26.1 FT) EAST OF THE
 EY0408'SOUTHWEST CORNER OF A CONCRETE SLAB, 16.9 METERS (55.5 FT) SOUTHEAST
 EY0408'OF THE SOUTHEAST CORNER OF A 2-STORY FRAME RESIDENCE, 55.5 METERS
 EY0408'(182 FT) SOUTHEAST OF TIDAL BENCH MARK NO 2--AND 14.0 METERS (46.1
 EY0408'FT) SOUTH-SOUTHWEST OF A 24-INCH SYCAMORE, 13.9 METERS (45.6 FT)
 EY0408'SOUTH-SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.  MARK IS
 EY0408'ABOUT LEVEL WITH STREET.
 EY0408
 EY0408                          STATION RECOVERY (2004)
 EY0408
 EY0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0208 ***********************************************************************
 EY0208  DESIGNATION -  865 3571 TIDAL 2
 EY0208  PID         -  EY0208
 EY0208  STATE/COUNTY-  NC/BEAUFORT
 EY0208  USGS QUAD   -  BATH (1993)
 EY0208
 EY0208                         *CURRENT SURVEY CONTROL
 EY0208  ___________________________________________________________________
 EY0208* NAD 83(1986)-  35 28 38.     (N)    076 48 44.     (W)     SCALED    
 EY0208* NAVD 88     -         4.038  (meters)      13.25   (feet)  ADJUSTED  
 EY0208  ___________________________________________________________________
 EY0208  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 EY0208  DYNAMIC HT  -           4.034 (meters)      13.23  (feet)  COMP
 EY0208  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 EY0208
 EY0208  VERT ORDER  -  SECOND    CLASS 0
 EY0208
 EY0208.The horizontal coordinates were scaled from a topographic map and have
 EY0208.an estimated accuracy of +/- 6 seconds.
 EY0208
 EY0208.The orthometric height was determined by differential leveling
 EY0208.and adjusted in June 1991.
 EY0208
 EY0208.The geoid height was determined by GEOID03.
 EY0208
 EY0208.The dynamic height is computed by dividing the NAVD 88
 EY0208.geopotential number by the normal gravity value computed on the
 EY0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0208.degrees latitude (g = 980.6199 gals.).
 EY0208
 EY0208.The modeled gravity was interpolated from observed gravity values.
 EY0208
 EY0208;                    North         East    Units  Estimated Accuracy
 EY0208;SPC NC       -   193,790.      808,110.      MT  (+/- 180 meters Scaled)
 EY0208
 EY0208                          SUPERSEDED SURVEY CONTROL
 EY0208
 EY0208  NGVD 29 (??/??/92)    4.37   (m)           14.3    (f) COMPUTED    2 0
 EY0208
 EY0208.Superseded values are not recommended for survey control.
 EY0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0208.See file dsdata.txt to determine how the superseded data were derived.
 EY0208
 EY0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE355274(NAD 83)
 EY0208_MARKER: DJ = TIDAL STATION DISK
 EY0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0208_STAMPING: NO 2 1935
 EY0208_MARK LOGO: CGS   
 EY0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0208+STABILITY: SURFACE MOTION
 EY0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0208+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 EY0208
 EY0208  HISTORY     - Date     Condition        Report By
 EY0208  HISTORY     - 1935     MONUMENTED       CGS
 EY0208  HISTORY     - 1963     GOOD             NGS
 EY0208  HISTORY     - 19840101 GOOD             NCGS
 EY0208  HISTORY     - 20040424 GOOD             USPSQD
 EY0208  HISTORY     - 20050430 GOOD             USPSQD
 EY0208
 EY0208                          STATION DESCRIPTION
 EY0208
 EY0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0208'AT BATH.
 EY0208'AT BATH, ALONG MAIN STREET, 64.7 FEET SOUTH OF THE SOUTHWEST
 EY0208'CORNER OF THE POST OFFICE BUILDING, (A PRIVATELY OWNED BUILDING),
 EY0208'38.6 FEET EAST OF THE CENTER LINE OF MAIN STREET, 1.8 FEET
 EY0208'NORTHEAST OF THE NORTHWEST CORNER OF AN ABANDONED STORE BUILDING,
 EY0208'86.2 FEET SOUTH-SOUTHEAST OF THE BASE OF A FLAGPOLE IN FRONT
 EY0208'OF THE POST OFFICE, 1 FOOT ABOVE THE LEVEL OF MAIN STREET AND
 EY0208'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  TIDAL
 EY0208'STATION NO. 30, BATH, BATH CREEK, PAMLICO RIVER, NORTH CAROLINA.
 EY0208
 EY0208                          STATION RECOVERY (1984)
 EY0208
 EY0208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY0208'STATION IS LOCATED IN BATH. ALONG MAIN STREET FOR 0.2 KM (0.10 MI)
 EY0208'SOUTH FROM NC 92. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE STREET
 EY0208'AND IS FLUSH WITH GROUND. LOCATED 11.58 M (37.99 FT) EAST OF THE
 EY0208'CENTERLINE OF MAIN STREET, 0.73 M (2.40 FT) SOUTH OF THE EDGE OF A
 EY0208'CONCRETE DIRVEWAY, 9.91 M (32.51 FT) SOUTH-SOUTHEAST OF THE FIRST
 EY0208'PUBLIC LIBRARY HISTORICAL MARKER, 9.54 M (31.30 FT) NORTHEAST OF A
 EY0208'FIRE HYDRANT, AND 6.83 M (22.41 FT) SOUTH-SOUTHEAST OF A POWER POLE
 EY0208'WITH A REFERENCE TAG.
 EY0208
 EY0208                          STATION RECOVERY (2004)
 EY0208
 EY0208'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0208'RECOVERED IN GOOD CONDITION.
 EY0208
 EY0208                          STATION RECOVERY (2005)
 EY0208
 EY0208'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 EY0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0234 ***********************************************************************
 EX0234  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0234  DESIGNATION -  865 3960 A TIDAL
 EX0234  PID         -  EX0234
 EX0234  STATE/COUNTY-  NC/DARE
 EX0234  USGS QUAD   -  BUXTON (1983)
 EX0234
 EX0234                         *CURRENT SURVEY CONTROL
 EX0234  ___________________________________________________________________
 EX0234* NAD 83(1986)-  35 20 48.     (N)    075 30 15.     (W)     SCALED    
 EX0234* NAVD 88     -         1.073  (meters)       3.52   (feet)  ADJUSTED  
 EX0234  ___________________________________________________________________
 EX0234  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0234  DYNAMIC HT  -           1.072 (meters)       3.52  (feet)  COMP
 EX0234  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 EX0234
 EX0234  VERT ORDER  -  SECOND    CLASS I
 EX0234
 EX0234.The horizontal coordinates were scaled from a topographic map and have
 EX0234.an estimated accuracy of +/- 6 seconds.
 EX0234
 EX0234.The orthometric height was determined by differential leveling
 EX0234.and adjusted in June 1991.
 EX0234
 EX0234.This Tidal Bench Mark is designated as VM 14901
 EX0234.by the Center for Operational Oceanographic Products and Services.
 EX0234
 EX0234.The geoid height was determined by GEOID03.
 EX0234
 EX0234.The dynamic height is computed by dividing the NAVD 88
 EX0234.geopotential number by the normal gravity value computed on the
 EX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0234.degrees latitude (g = 980.6199 gals.).
 EX0234
 EX0234.The modeled gravity was interpolated from observed gravity values.
 EX0234
 EX0234;                    North         East    Units  Estimated Accuracy
 EX0234;SPC NC       -   182,710.      927,270.      MT  (+/- 180 meters Scaled)
 EX0234
 EX0234                          SUPERSEDED SURVEY CONTROL
 EX0234
 EX0234  NGVD 29 (??/??/92)    1.395  (m)            4.58   (f) ADJ UNCH    2 1
 EX0234
 EX0234.Superseded values are not recommended for survey control.
 EX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0234.See file dsdata.txt to determine how the superseded data were derived.
 EX0234
 EX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE541116(NAD 83)
 EX0234_MARKER: DJ = TIDAL STATION DISK
 EX0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0234_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0234_STAMPING: 3960 A 1976
 EX0234_MARK LOGO: NOS   
 EX0234_PROJECTION: PROJECTING 5 CENTIMETERS
 EX0234_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0234_ROD/PIPE-DEPTH: 14.6 meters
 EX0234
 EX0234  HISTORY     - Date     Condition        Report By
 EX0234  HISTORY     - 1976     MONUMENTED       NOS
 EX0234  HISTORY     - 1977     GOOD             NGS
 EX0234  HISTORY     - 19850101 GOOD             NCGS
 EX0234  HISTORY     - 20000620 MARK NOT FOUND   NCDOT
 EX0234
 EX0234                          STATION DESCRIPTION
 EX0234
 EX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0234'0.5 MI SOUTH FROM AVON.
 EX0234'0.5 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT AVON,
 EX0234'56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF THE
 EX0234'CENTER OF A GRAVEL DRIVE OF THE AVON CAMPGROUND, 32 FEET NORTH OF THE
 EX0234'CENTER OF THE PAVED ROAD LEADING EAST TO THE AVON FISHING PIER, AND
 EX0234'3 FEET WEST OF THE WEST END OF THE HUGE SIGN AVON FISHING PIER.
 EX0234
 EX0234                          STATION RECOVERY (1985)
 EX0234
 EX0234'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0234'RECOVERED AS DESCRIBED.  THE MARK IS ALSO 1.37 M (4.49 FT) WEST OF THE
 EX0234'WEST MOST POLE OF A BILLBOARD.
 EX0234
 EX0234                          STATION RECOVERY (2000)
 EX0234
 EX0234'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0234'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0252 ***********************************************************************
 EX0252  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0252  DESIGNATION -  865 4400 A TIDAL
 EX0252  PID         -  EX0252
 EX0252  STATE/COUNTY-  NC/DARE
 EX0252  USGS QUAD   -  HATTERAS (1987)
 EX0252
 EX0252                         *CURRENT SURVEY CONTROL
 EX0252  ___________________________________________________________________
 EX0252* NAD 83(1986)-  35 13 32.     (N)    075 38 15.     (W)     SCALED    
 EX0252* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 EX0252  ___________________________________________________________________
 EX0252  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0252  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 EX0252  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 EX0252
 EX0252  VERT ORDER  -  SECOND    CLASS I
 EX0252
 EX0252.The horizontal coordinates were scaled from a topographic map and have
 EX0252.an estimated accuracy of +/- 6 seconds.
 EX0252
 EX0252.The orthometric height was determined by differential leveling
 EX0252.and adjusted in June 1991.
 EX0252
 EX0252.This Tidal Bench Mark is designated as VM 537
 EX0252.by the Center for Operational Oceanographic Products and Services.
 EX0252
 EX0252.The geoid height was determined by GEOID03.
 EX0252
 EX0252.The dynamic height is computed by dividing the NAVD 88
 EX0252.geopotential number by the normal gravity value computed on the
 EX0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0252.degrees latitude (g = 980.6199 gals.).
 EX0252
 EX0252.The modeled gravity was interpolated from observed gravity values.
 EX0252
 EX0252;                    North         East    Units  Estimated Accuracy
 EX0252;SPC NC       -   168,870.      915,620.      MT  (+/- 180 meters Scaled)
 EX0252
 EX0252                          SUPERSEDED SURVEY CONTROL
 EX0252
 EX0252  NGVD 29 (??/??/92)    2.444  (m)            8.02   (f) ADJ UNCH    2 1
 EX0252
 EX0252.Superseded values are not recommended for survey control.
 EX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0252.See file dsdata.txt to determine how the superseded data were derived.
 EX0252
 EX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD419982(NAD 83)
 EX0252_MARKER: DJ = TIDAL STATION DISK
 EX0252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0252_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0252_STAMPING: 4400 A 1976
 EX0252_MARK LOGO: NOS   
 EX0252_PROJECTION: PROJECTING 8 CENTIMETERS
 EX0252_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0252_ROD/PIPE-DEPTH: 11.6 meters
 EX0252
 EX0252  HISTORY     - Date     Condition        Report By
 EX0252  HISTORY     - 1976     MONUMENTED       NOS
 EX0252  HISTORY     - 1977     GOOD             NGS
 EX0252  HISTORY     - 19850101 GOOD             NCGS
 EX0252
 EX0252                          STATION DESCRIPTION
 EX0252
 EX0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0252'1.0 MI SOUTH FROM FRISCO.
 EX0252'0.9 MILE SOUTH ALONG STATE HIGHWAY 12 FRON THE POST OFFICE AT FRISCO,
 EX0252'THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD LEADING TO THE CAPE
 EX0252'HATTERAS FISHING PIER, 220 FEET SOUTHWEST OF THE EXTENDED CENTER
 EX0252'LINE OF THE ROAD AT THE SOUTHWEST CORNER OF THE PARKING LOT, 14 FEET
 EX0252'WEST OF THE WEST END OF A SIGN, 26 FEET SOUTHWEST OF THE CENTER OF
 EX0252'A PATH LEADING TO THE BEACH, AND ABOUT 40 FEET NORTHWEST OF THE TOP
 EX0252'OF A PROMINENT SAND DUNE.
 EX0252
 EX0252                          STATION RECOVERY (1985)
 EX0252
 EX0252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0252'RECOVERED AS DESCRIBED.  MARK IS ALSO 51.36 M (168.50 FT) WEST OF THE
 EX0252'NORTHWEST CORNER OF A CONCRETE BLOCK PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0251 ***********************************************************************
 EX0251  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0251  DESIGNATION -  865 4400 B TIDAL
 EX0251  PID         -  EX0251
 EX0251  STATE/COUNTY-  NC/DARE
 EX0251  USGS QUAD   -  HATTERAS (1987)
 EX0251
 EX0251                         *CURRENT SURVEY CONTROL
 EX0251  ___________________________________________________________________
 EX0251* NAD 83(1986)-  35 13 34.40510(N)    075 38 08.58556(W)     ADJUSTED  
 EX0251* NAVD 88     -         2.249  (meters)       7.38   (feet)  ADJUSTED  
 EX0251  ___________________________________________________________________
 EX0251  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EX0251  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0251  DYNAMIC HT  -           2.248 (meters)       7.38  (feet)  COMP
 EX0251  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 EX0251
 EX0251  HORZ ORDER  -  THIRD
 EX0251  VERT ORDER  -  SECOND    CLASS I
 EX0251
 EX0251.The horizontal coordinates were established by GPS observations
 EX0251.and adjusted by the National Geodetic Survey in March 1989.
 EX0251
 EX0251.The orthometric height was determined by differential leveling
 EX0251.and adjusted in June 1991.
 EX0251
 EX0251.This Tidal Bench Mark is designated as VM 538
 EX0251.by the Center for Operational Oceanographic Products and Services.
 EX0251
 EX0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0251
 EX0251.The geoid height was determined by GEOID03.
 EX0251
 EX0251.The dynamic height is computed by dividing the NAVD 88
 EX0251.geopotential number by the normal gravity value computed on the
 EX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0251.degrees latitude (g = 980.6199 gals.).
 EX0251
 EX0251.The modeled gravity was interpolated from observed gravity values.
 EX0251
 EX0251;                    North         East     Units Scale Factor Converg.
 EX0251;SPC NC       -   168,946.016   915,775.084   MT  0.99987269   +1 56 30.3
 EX0251;SPC NC       -   554,283.72  3,004,505.42   sFT  0.99987269   +1 56 30.3
 EX0251;UTM  18      - 3,898,315.998   442,149.371   MT  0.99964124   -0 22 00.1
 EX0251
 EX0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0251!SPC NC       -   1.00000571  x   0.99987269  =   0.99987840
 EX0251!UTM  18      -   1.00000571  x   0.99964124  =   0.99964695
 EX0251
 EX0251                          SUPERSEDED SURVEY CONTROL
 EX0251
 EX0251  NAD 27      -  35 13 33.76620(N)    075 38 10.02136(W) AD(       ) 3
 EX0251  NGVD 29 (??/??/92)    2.577  (m)            8.45   (f) ADJ UNCH    2 1
 EX0251
 EX0251.Superseded values are not recommended for survey control.
 EX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0251.See file dsdata.txt to determine how the superseded data were derived.
 EX0251
 EX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD4214998316(NAD 83)
 EX0251_MARKER: DJ = TIDAL STATION DISK
 EX0251_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EX0251_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0251_STAMPING: 4400 B 1976
 EX0251_MARK LOGO: NOS   
 EX0251_PROJECTION: PROJECTING 8 CENTIMETERS
 EX0251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0251+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0251_ROD/PIPE-DEPTH: 12.2 meters
 EX0251
 EX0251  HISTORY     - Date     Condition        Report By
 EX0251  HISTORY     - 1976     MONUMENTED       NOS
 EX0251  HISTORY     - 1977     GOOD             NGS
 EX0251  HISTORY     - 19850101 GOOD             NCGS
 EX0251  HISTORY     - 20000620 GOOD             NCDOT
 EX0251  HISTORY     - 20010410 GOOD             NOS
 EX0251  HISTORY     - 20030821 GOOD             USPSQD
 EX0251
 EX0251                          STATION DESCRIPTION
 EX0251
 EX0251'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (REP)
 EX0251'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 EX0251'NORTHEAST OF HATTERAS, 1.4 KM (0.9 MI) SOUTHWEST OF FRISCO AND ON
 EX0251'HATTERAS ISLAND.
 EX0251'OWNERSHIP--NATIONAL PARK SERVICE.
 EX0251'
 EX0251'TO REACH THE STATION FROM THE POST OFFICE IN FRISCO, GO SOUTH ON
 EX0251'STATE HIGHWAY 12 FOR 1.4 KM (0.9 MI) TO A SIDE ROAD ON THE LEFT,
 EX0251'LEADING TO CAPE HATTERAS FISHING PIER.  TURN LEFT AND GO SOUTHEAST
 EX0251'ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO A PARKING LOT.  TURN LEFT
 EX0251'AND GO NORTHEAST FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 EX0251'
 EX0251'THE STATION IS A STANDARD NOS DISK
 EX0251'STAMPED---4400 B 1976---,
 EX0251'ATTACHED TO THE TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO
 EX0251'THE DEPTH OF 12.2 METERS (40.0 FT) RECESSED 40 CM BELOW THE GROUND.
 EX0251'LOCATED
 EX0251'62.0 METERS (203.5 FT) NORTHEAST FROM THE CENTER OF THE PAVED ROAD,
 EX0251'13.7 METERS (45.0 FT) NORTHWEST FROM THE NORTH ONE OF THREE 10 CM
 EX0251'IN DIAMETER WOOD POST,
 EX0251'4.6 METERS (15.0 FT) NORTHWEST FROM A SAND TRAIL, LEADING EAST FROM
 EX0251'THE PARKING AREA,
 EX0251'3.0 METERS (10.0 FT) NORTH FROM THE NORTHEAST SIDE OF THE PAVED
 EX0251'PARKING LOT, AND
 EX0251'0.37 METERS (1.2 FT) SOUTH FROM A WITNESS SIGN.
 EX0251'
 EX0251'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 EX0251'1987.
 EX0251'
 EX0251'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EX0251'
 EX0251'DESCRIBED BY R.T. WOODRUFF.
 EX0251
 EX0251                          STATION RECOVERY (1977)
 EX0251
 EX0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EX0251'1.0 MI SOUTH FROM FRISCO.
 EX0251'0.9 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT FRISCO,
 EX0251'THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD LEADING TO THE CAPE
 EX0251'HATTERAS FISHING PIER, 209 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 EX0251'AT THE NORTHEAST CORNER OF THE PARKING LOT, 15 FEET NORTHWEST OF
 EX0251'THE CENTER OF A SAND TRAIL LEAKING NORTHEAST.
 EX0251
 EX0251                          STATION RECOVERY (1985)
 EX0251
 EX0251'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0251'RECOVERED AS DESCRIBED.  MARK IS ALSO 0.61 M (2.00 FT) SOUTHEAST OF A
 EX0251'4X4 INCH WITNESS POST, AND 3.96 M (12.99 FT) NORTH-NORTHWEST OF A 4X4
 EX0251'INCH POST WITH A REFERENCE TAG.
 EX0251
 EX0251                          STATION RECOVERY (2000)
 EX0251
 EX0251'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0251'RECOVERED AS DESCRIBED.
 EX0251
 EX0251                          STATION RECOVERY (2001)
 EX0251
 EX0251'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 EX0251'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0251'FRISCO, THEN 0.2 KM (0.10 MI) SE ALONG A PAVED ROAD LEADING TO THE
 EX0251'CAPE HATTERAS FISHING PIER, THE BENCH MARK IS IN THE NE CORNER OF THE
 EX0251'PIER PARKING LOT, 63.1 M (207.0 FT) NE OF THE CENTER OF THE ROAD AT
 EX0251'THE NE CORNER OF THE PARKING LOT, 37.9 M (124.3 FT) SOUTH OF THE SE
 EX0251'CORNER OF A 3 STORY HOUSE WHICH IS DIRECTLY BEHIND THE MARK, 2.1 M
 EX0251'(6.9 FT) NORTH OF THE NE CORNER OF THE PARKING LOT, 0.3 M (1.0 FT)
 EX0251'SOUTH OF A WOODEN 4X4 WITH WITNESS SIGN, AND 1.2 M (3.9 FT) BELOW THE
 EX0251'TOP OF THE WITNESS POST.  THE BENCH MARK IS 0.3 M (1.0 FT) BELOW
 EX0251'GROUND LEVEL, CRIMPED TO THE TOP OF A GALVANZED STEEL ROD DRIVEN 12.2
 EX0251'M (40.0 FT) TO REFUSAL, AND ENCASED IN A 5-IN NOS LOGO CAP.
 EX0251
 EX0251                          STATION RECOVERY (2003)
 EX0251
 EX0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0254 ***********************************************************************
 EX0254  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0254  DESIGNATION -  865 4400 C TIDAL
 EX0254  PID         -  EX0254
 EX0254  STATE/COUNTY-  NC/DARE
 EX0254  USGS QUAD   -  HATTERAS (1987)
 EX0254
 EX0254                         *CURRENT SURVEY CONTROL
 EX0254  ___________________________________________________________________
 EX0254* NAD 83(1986)-  35 13 36.     (N)    075 38 09.     (W)     SCALED    
 EX0254* NAVD 88     -         1.074  (meters)       3.52   (feet)  ADJUSTED  
 EX0254  ___________________________________________________________________
 EX0254  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0254  DYNAMIC HT  -           1.073 (meters)       3.52  (feet)  COMP
 EX0254  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 EX0254
 EX0254  VERT ORDER  -  SECOND    CLASS I
 EX0254
 EX0254.The horizontal coordinates were scaled from a topographic map and have
 EX0254.an estimated accuracy of +/- 6 seconds.
 EX0254
 EX0254.The orthometric height was determined by differential leveling
 EX0254.and adjusted in June 1991.
 EX0254
 EX0254.This Tidal Bench Mark is designated as VM 539
 EX0254.by the Center for Operational Oceanographic Products and Services.
 EX0254
 EX0254.The geoid height was determined by GEOID03.
 EX0254
 EX0254.The dynamic height is computed by dividing the NAVD 88
 EX0254.geopotential number by the normal gravity value computed on the
 EX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0254.degrees latitude (g = 980.6199 gals.).
 EX0254
 EX0254.The modeled gravity was interpolated from observed gravity values.
 EX0254
 EX0254;                    North         East    Units  Estimated Accuracy
 EX0254;SPC NC       -   169,000.      915,760.      MT  (+/- 180 meters Scaled)
 EX0254
 EX0254                          SUPERSEDED SURVEY CONTROL
 EX0254
 EX0254  NGVD 29 (??/??/92)    1.402  (m)            4.60   (f) ADJ UNCH    2 1
 EX0254
 EX0254.Superseded values are not recommended for survey control.
 EX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0254.See file dsdata.txt to determine how the superseded data were derived.
 EX0254
 EX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD421983(NAD 83)
 EX0254_MARKER: DJ = TIDAL STATION DISK
 EX0254_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EX0254_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0254_STAMPING: 4400 C 1976
 EX0254_MARK LOGO: NOS   
 EX0254_PROJECTION: PROJECTING 8 CENTIMETERS
 EX0254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0254+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 EX0254_ROD/PIPE-DEPTH: 12.2 meters
 EX0254
 EX0254  HISTORY     - Date     Condition        Report By
 EX0254  HISTORY     - 1976     MONUMENTED       NOS
 EX0254  HISTORY     - 1977     GOOD             NGS
 EX0254  HISTORY     - 19850101 GOOD             NCGS
 EX0254  HISTORY     - 19971120 POOR             NCGS
 EX0254  HISTORY     - 20000620 GOOD             NCDOT
 EX0254  HISTORY     - 20010410 GOOD             NOS
 EX0254
 EX0254                          STATION DESCRIPTION
 EX0254
 EX0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0254'1.0 MI SOUTH FROM FRISCO.
 EX0254'0.9 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT FRISCO,
 EX0254'THENCE 0.05 MILE SOUTHEAST ALONG A PAVED ROAD LEADING TO THE CAPE
 EX0254'HATTERAS FISHING PIER, THENCE 0.05 MILE NORTHEAST ALONG A SAND AND
 EX0254'PAVED ROAD, AND 15 FEET SOUTHEAST OF THE CENTER OF THE ROAD.
 EX0254
 EX0254                          STATION RECOVERY (1985)
 EX0254
 EX0254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0254'RECOVERED AS DESCRIBED.  MARK IS ALSO 3.53 M (11.58 FT) WEST-SOUTHWEST
 EX0254'OF THE SOUTHWEST MOST CORNER OF A COTTAGE ON PILINGS ON NORTH SIDE OF
 EX0254'ROAD, AND 7.62 M (25.00 FT) WEST-NORTHWEST OF A POWER POLE WITH A
 EX0254'REFERENCE TAG.
 EX0254
 EX0254                          STATION RECOVERY (1997)
 EX0254
 EX0254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EX0254'RECOVERED IN FAIR CONDITION.  DISK IS BENT BUT ROD APPEARED TO BE
 EX0254'STABLE.  THE CONCRETE COLLAR AND PVC PIPE WERE FOUND TILTED AND THEY
 EX0254'WERE RETURNED TO VERTICAL BY FIELD PARTY.  THE DISK IS NOW ABOUT FLUSH
 EX0254'WITH THE TOP OF THE CONCRETE COLLAR.
 EX0254
 EX0254                          STATION RECOVERY (2000)
 EX0254
 EX0254'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0254'RECOVERED AS DESCRIBED.
 EX0254
 EX0254                          STATION RECOVERY (2001)
 EX0254
 EX0254'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 EX0254'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0254'FRISCO, THEN 0.08 KM (0.05 MI) SE ALONG A PAVED ROAD LEADING TO THE
 EX0254'CAPE HATTERAS FISHING PIER, THEN 0.08 KM (0.05 MI) NE ALONG A SAND AND
 EX0254'PAVED ROAD, THE BENCH MARK IS BETWEEN STATE HIGHWAY 12 AND THE CAPE
 EX0254'HATTERAS FISHING PIER, 46.6 M (152.9 FT) EAST OF THE WEST END OF THE
 EX0254'ROAD, 4.5 M (14.8 FT) WEST OF THE CENTER OF THE DRIVEWAY TO THE HOUSE.
 EX0254'THE BENCH MARK IS CRIMPED TO THE TOP OF A GALVANIZED STEEL ROD DRIVEN
 EX0254'12 M (39.4 FT) TO REFUSAL, AND ENCASED IN A 5-IN PVC PIPE WITH
 EX0254'ALUMINUM ACCESS COVE AND CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0256 ***********************************************************************
 EX0256  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0256  DESIGNATION -  865 4400 E TIDAL
 EX0256  PID         -  EX0256
 EX0256  STATE/COUNTY-  NC/DARE
 EX0256  USGS QUAD   -  HATTERAS (1987)
 EX0256
 EX0256                         *CURRENT SURVEY CONTROL
 EX0256  ___________________________________________________________________
 EX0256* NAD 83(1986)-  35 13 36.     (N)    075 38 19.     (W)     SCALED    
 EX0256* NAVD 88     -         0.781  (meters)       2.56   (feet)  ADJUSTED  
 EX0256  ___________________________________________________________________
 EX0256  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0256  DYNAMIC HT  -           0.781 (meters)       2.56  (feet)  COMP
 EX0256  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 EX0256
 EX0256  VERT ORDER  -  SECOND    CLASS I
 EX0256
 EX0256.The horizontal coordinates were scaled from a topographic map and have
 EX0256.an estimated accuracy of +/- 6 seconds.
 EX0256
 EX0256.The orthometric height was determined by differential leveling
 EX0256.and adjusted in June 1991.
 EX0256
 EX0256.This Tidal Bench Mark is designated as VM 540
 EX0256.by the Center for Operational Oceanographic Products and Services.
 EX0256
 EX0256.The geoid height was determined by GEOID03.
 EX0256
 EX0256.The dynamic height is computed by dividing the NAVD 88
 EX0256.geopotential number by the normal gravity value computed on the
 EX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0256.degrees latitude (g = 980.6199 gals.).
 EX0256
 EX0256.The modeled gravity was interpolated from observed gravity values.
 EX0256
 EX0256;                    North         East    Units  Estimated Accuracy
 EX0256;SPC NC       -   168,990.      915,510.      MT  (+/- 180 meters Scaled)
 EX0256
 EX0256                          SUPERSEDED SURVEY CONTROL
 EX0256
 EX0256  NGVD 29 (??/??/92)    1.109  (m)            3.64   (f) ADJ UNCH    2 1
 EX0256
 EX0256.Superseded values are not recommended for survey control.
 EX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0256.See file dsdata.txt to determine how the superseded data were derived.
 EX0256
 EX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD418983(NAD 83)
 EX0256_MARKER: DJ = TIDAL STATION DISK
 EX0256_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EX0256_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0256_STAMPING: 4400 E 1976
 EX0256_MARK LOGO: NOS   
 EX0256_PROJECTION: FLUSH
 EX0256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0256+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 EX0256_ROD/PIPE-DEPTH: 12.2 meters
 EX0256
 EX0256  HISTORY     - Date     Condition        Report By
 EX0256  HISTORY     - 1976     MONUMENTED       NOS
 EX0256  HISTORY     - 1977     GOOD             NGS
 EX0256  HISTORY     - 19850101 GOOD             NCGS
 EX0256  HISTORY     - 1986     GOOD             USPSQD
 EX0256  HISTORY     - 19950411 GOOD             NOS
 EX0256  HISTORY     - 20000620 GOOD             NCDOT
 EX0256  HISTORY     - 20010410 GOOD             NOS
 EX0256
 EX0256                          STATION DESCRIPTION
 EX0256
 EX0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0256'1.0 MI SOUTH FROM FRISCO.
 EX0256'1.0 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT FRISCO,
 EX0256'38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 216 FEET WEST OF THE
 EX0256'CENTER LINE OF THE MORE WESTERLY ENTRANCE TO THE SURF AND SOUND
 EX0256'CAMOGROUND OFFICE, 11 FEET SOUTH OF A WOODEN FENCE, AND 5 FEET SOUTH
 EX0256'OF JUNCTION POWERLINE POLE 22-157 WITH A TRANSFORMER, STREET LIGHT
 EX0256'AND GUY WIRE, PLAQUE IS NAILED TO POLE, 258 FEET WEST OF 4400 D.
 EX0256
 EX0256                          STATION RECOVERY (1985)
 EX0256
 EX0256'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0256'RECOVERED AS DESCRIBED.  MARK IS ALSO 1.22 M (4.00 FT) SOUTH OF
 EX0256'ATELEPHONE PEDESTAL (172W).
 EX0256
 EX0256                          STATION RECOVERY (1986)
 EX0256
 EX0256'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EX0256'RECOVERED IN GOOD CONDITION.
 EX0256
 EX0256                          STATION RECOVERY (1995)
 EX0256
 EX0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 EX0256'THE BENCH MARK IS SET ALONG HIGHWAY 12 LOCATED NEAR THE WEST ENTRANCE
 EX0256'TO THE SURF AND SOUND CAMPGROUND REGISTRATION OFFICE, 66 M (216.5 FT)
 EX0256'WEST OF THE WEST ENTRANCE TO THE CAMPGROUND OFFICE, 11.2 M (36.7 FT)
 EX0256'NORTH OF THE CENTERLINE OF HIGHWAY 12, AND 1.6 M (5.2 FT) SOUTH OF
 EX0256'JUNCTION POWERLINE POLE 22-157.  THE BENCH MARK IS CRIMPED TO A
 EX0256'COPPER-CLAD STEEL ROD DRIVEN 12 M (39.4 FT) TO REFUSAL, ENCASED IN A
 EX0256'CONCRETE KICKBLOCK.
 EX0256
 EX0256                          STATION RECOVERY (2000)
 EX0256
 EX0256'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0256'RECOVERED AS DESCRIBED.
 EX0256
 EX0256                          STATION RECOVERY (2001)
 EX0256
 EX0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 EX0256'1.6 KM (1.00 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0256'FRISCO, THE BENCH MARK IS IN THE SURF AND SOUND CAMPGROUND ON THE
 EX0256'NORTH SIDE OF STATE HIGHWA 12, 78.6 M (257.9 FT) WEST OF BM 4400 D,
 EX0256'11.6 M (38.1 FT) NORTH OF THE CENTER LINE OF HIGHWAY 12, AND 1.5 M
 EX0256'(4.9 FT) SOUTH OF POWERLINE POLE NO.  22-157 WITH NOAA WITNESS PLAQUE,
 EX0256'1.1 M (3.6 FT) SOUTH OF A TELEPHONE BOX NO.  12SP/172W.  THE BENCH
 EX0256'MARK IS LEVEL WITH THE GROUND, CRIMPED TO THE TOP OF A GALVANIZED
 EX0256'STEEL ROD DRIVEN 12.2 M (40.0 FT) , AND ENCASED IN A CONCRETE
 EX0256'KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9499 ***********************************************************************
 AI9499  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9499  DESIGNATION -  865 4400 F TIDAL
 AI9499  PID         -  AI9499
 AI9499  STATE/COUNTY-  NC/DARE
 AI9499  USGS QUAD   -  HATTERAS (1987)
 AI9499
 AI9499                         *CURRENT SURVEY CONTROL
 AI9499  ___________________________________________________________________
 AI9499* NAD 83(1986)-  35 13 35.     (N)    075 38 19.     (W)     SCALED    
 AI9499* NAVD 88     -         0.813  (meters)       2.67   (feet)  ADJUSTED  
 AI9499  ___________________________________________________________________
 AI9499  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 AI9499  DYNAMIC HT  -           0.812 (meters)       2.66  (feet)  COMP
 AI9499  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 AI9499
 AI9499  VERT ORDER  -  SECOND    CLASS I
 AI9499
 AI9499.The horizontal coordinates were scaled from a topographic map and have
 AI9499.an estimated accuracy of +/- 6 seconds.
 AI9499
 AI9499.The orthometric height was determined by differential leveling
 AI9499.and adjusted in February 2001.
 AI9499
 AI9499.This Tidal Bench Mark is designated as VM 541
 AI9499.by the Center for Operational Oceanographic Products and Services.
 AI9499
 AI9499.The geoid height was determined by GEOID03.
 AI9499
 AI9499.The dynamic height is computed by dividing the NAVD 88
 AI9499.geopotential number by the normal gravity value computed on the
 AI9499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9499.degrees latitude (g = 980.6199 gals.).
 AI9499
 AI9499.The modeled gravity was interpolated from observed gravity values.
 AI9499
 AI9499;                    North         East    Units  Estimated Accuracy
 AI9499;SPC NC       -   168,960.      915,510.      MT  (+/- 180 meters Scaled)
 AI9499
 AI9499                          SUPERSEDED SURVEY CONTROL
 AI9499
 AI9499.No superseded survey control is available for this station.
 AI9499
 AI9499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD418983(NAD 83)
 AI9499_MARKER: DJ = TIDAL STATION DISK
 AI9499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI9499_STAMPING: 4400 F 1980
 AI9499_MARK LOGO: NOS   
 AI9499_PROJECTION: FLUSH
 AI9499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9499+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 AI9499_ROD/PIPE-DEPTH: 11   meters
 AI9499
 AI9499  HISTORY     - Date     Condition        Report By
 AI9499  HISTORY     - 1980     MONUMENTED       NOS
 AI9499  HISTORY     - 19950411 GOOD             NOS
 AI9499  HISTORY     - 20010410 GOOD             NOS
 AI9499
 AI9499                          STATION DESCRIPTION
 AI9499
 AI9499'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AI9499'THE BENCH MARK IS SET ALONG THE NORTH SIDE OF STATE HIGHWAY 12 LOCATED
 AI9499'IN THE SURF AND SOUND CAMPGROUND, 24.2 M (79.4 FT) SE OF THE SE CORNER
 AI9499'OF A BATH HOUSE, 12.4 M (40.7 FT) NORTH OF THE CENTERLINE OF STATE
 AI9499'HIGHWAY 12, 6.9 M (22.6 FT) WEST OF A WATER METER, AND 0.7 M (2.3 FT)
 AI9499'SOUTH OF A POWER POLE.  THE BENCH MARK IS SET LEVEL WITH THE GROUND,
 AI9499'CRIMPED TO A STAINLESS STEEL ROD DRIVEN 11.0 M (36.1 FT) TO REFUSAL,
 AI9499'AND ENCASED IN A 4-INCH PVC PIPE AND CONCRETE KICKBLOCK.
 AI9499
 AI9499                          STATION RECOVERY (2001)
 AI9499
 AI9499'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9499'1.4 KM (0.85 MI) SOUTH ALONG HIGHWAY 12 FROM THE POST OFFICE IN
 AI9499'FRISCO, THE MARK IS IN THE SURF AND SOUND CAMPGROUND ON THE NORTH SIDE
 AI9499'OF HIGHWAY 12, 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF A PAVED
 AI9499'RUNNING NORTH OF 12 JUST TO THE EAST SIDE OF THE MARK, 4.1 M (13.5 FT)
 AI9499'ESE OF A RED FIRE HYDRANT, AND 0.7 M (2.3 FT) SOUTH OF A POWER POLE,
 AI9499'THE BENCH MARK IS LEVEL WITH THE GROUND, CRIMPED TO THE TOP OF A
 AI9499'STAINLESS STEEL ROD DRIVEN 11.0 M (36.1 FT) TO REFUSAL, AND ENCASED IN
 AI9499'A 4-INCH PVC PIPE AND CONCRETE KICKBLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9500 ***********************************************************************
 AI9500  TIDAL BM    -  This is a Tidal Bench Mark.
 AI9500  DESIGNATION -  865 4400 G TIDAL
 AI9500  PID         -  AI9500
 AI9500  STATE/COUNTY-  NC/DARE
 AI9500  USGS QUAD   -  HATTERAS (1987)
 AI9500
 AI9500                         *CURRENT SURVEY CONTROL
 AI9500  ___________________________________________________________________
 AI9500* NAD 83(1986)-  35 13 37.     (N)    075 38 23.     (W)     SCALED    
 AI9500* NAVD 88     -         1.077  (meters)       3.53   (feet)  ADJUSTED  
 AI9500  ___________________________________________________________________
 AI9500  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 AI9500  DYNAMIC HT  -           1.076 (meters)       3.53  (feet)  COMP
 AI9500  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 AI9500
 AI9500  VERT ORDER  -  SECOND    CLASS I
 AI9500
 AI9500.The horizontal coordinates were scaled from a topographic map and have
 AI9500.an estimated accuracy of +/- 6 seconds.
 AI9500
 AI9500.The orthometric height was determined by differential leveling
 AI9500.and adjusted in February 2001.
 AI9500
 AI9500.This Tidal Bench Mark is designated as VM 542
 AI9500.by the Center for Operational Oceanographic Products and Services.
 AI9500
 AI9500.The geoid height was determined by GEOID03.
 AI9500
 AI9500.The dynamic height is computed by dividing the NAVD 88
 AI9500.geopotential number by the normal gravity value computed on the
 AI9500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9500.degrees latitude (g = 980.6199 gals.).
 AI9500
 AI9500.The modeled gravity was interpolated from observed gravity values.
 AI9500
 AI9500;                    North         East    Units  Estimated Accuracy
 AI9500;SPC NC       -   169,010.      915,410.      MT  (+/- 180 meters Scaled)
 AI9500
 AI9500                          SUPERSEDED SURVEY CONTROL
 AI9500
 AI9500.No superseded survey control is available for this station.
 AI9500
 AI9500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD417983(NAD 83)
 AI9500_MARKER: DJ = TIDAL STATION DISK
 AI9500_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI9500_STAMPING: 4400 G 1980
 AI9500_MARK LOGO: NOS   
 AI9500_PROJECTION: FLUSH
 AI9500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9500+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 AI9500_ROD/PIPE-DEPTH: 12.8 meters
 AI9500
 AI9500  HISTORY     - Date     Condition        Report By
 AI9500  HISTORY     - 1980     MONUMENTED       NOS
 AI9500  HISTORY     - 19950411 GOOD             NOS
 AI9500  HISTORY     - 20010410 GOOD             NOS
 AI9500  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 AI9500
 AI9500                          STATION DESCRIPTION
 AI9500
 AI9500'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AI9500'THE BENCH MARK IS SET ALONG THE NORTH SIDE OF HIGHWAY 12 LOCATED JUST
 AI9500'SOUTH OF THE SURF AND SOUND CAMPGROUND, 75.3 M (247.0 FT) WEST OF THE
 AI9500'POWER POLE NO.  22-159, 12.7 METERS (41.7 FT) NORTH OF THE CENTERLINE
 AI9500'OF HWY 12, AND 0.8 METERS (2.6 FT) SOUTH OF POWER POLE NO.  22-160.
 AI9500'THE BENCH MARK IS CRIMPED TO A STAINLESS STEEL ROD DRIVEN 12.8 M (42.0
 AI9500'FT) TO REFUSAL, AND ENCASED IN A 4-INCH PVC PIPE AND CONCRETE
 AI9500'KICKBLOCK.
 AI9500
 AI9500                          STATION RECOVERY (2001)
 AI9500
 AI9500'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AI9500'BENCH MARK WAS RECOVEDERED IN GOOD CONDITION.  ADD NEW TO REACH. 1.4
 AI9500'KM (0.85 MI) SOUTH ALONG HIGHWAY 12 FROM THE POST OFFICE IN FRISCO,
 AI9500'THE BENCH MARK IS JUST WEST OF THE SURF AND SOUND CAMPGROUND ON THE
 AI9500'NORTH SIDE OF STATE HIGHWAY 12.
 AI9500
 AI9500                          STATION RECOVERY (2003)
 AI9500
 AI9500'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AI9500'CAMPGROUND GONE REPLACED BY HOUSES SURF AND SOUND OCEAN FRONT
 AI9500'COMMUNITY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0250 ***********************************************************************
 EX0250  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0250  DESIGNATION -  865 4400 TIDAL 1
 EX0250  PID         -  EX0250
 EX0250  STATE/COUNTY-  NC/DARE
 EX0250  USGS QUAD   -  HATTERAS (1987)
 EX0250
 EX0250                         *CURRENT SURVEY CONTROL
 EX0250  ___________________________________________________________________
 EX0250* NAD 83(1986)-  35 13 34.     (N)    075 38 11.     (W)     SCALED    
 EX0250* NAVD 88     -         1.820  (meters)       5.97   (feet)  ADJUSTED  
 EX0250  ___________________________________________________________________
 EX0250  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0250  DYNAMIC HT  -           1.818 (meters)       5.96  (feet)  COMP
 EX0250  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 EX0250
 EX0250  VERT ORDER  -  SECOND    CLASS I
 EX0250
 EX0250.The horizontal coordinates were scaled from a topographic map and have
 EX0250.an estimated accuracy of +/- 6 seconds.
 EX0250
 EX0250.The orthometric height was determined by differential leveling
 EX0250.and adjusted in August 2000.
 EX0250.No vertical observational check was made to the station.
 EX0250
 EX0250.This Tidal Bench Mark is designated as VM 533
 EX0250.by the Center for Operational Oceanographic Products and Services.
 EX0250
 EX0250.The geoid height was determined by GEOID03.
 EX0250
 EX0250.The dynamic height is computed by dividing the NAVD 88
 EX0250.geopotential number by the normal gravity value computed on the
 EX0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0250.degrees latitude (g = 980.6199 gals.).
 EX0250
 EX0250.The modeled gravity was interpolated from observed gravity values.
 EX0250
 EX0250;                    North         East    Units  Estimated Accuracy
 EX0250;SPC NC       -   168,930.      915,710.      MT  (+/- 180 meters Scaled)
 EX0250
 EX0250                          SUPERSEDED SURVEY CONTROL
 EX0250
 EX0250  NAVD 88 (06/15/91)    1.826  (m)            5.99   (f) UNKNOWN     2 1
 EX0250  NGVD 29 (??/??/92)    2.154  (m)            7.07   (f) ADJ UNCH    2 1
 EX0250
 EX0250.Superseded values are not recommended for survey control.
 EX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0250.See file dsdata.txt to determine how the superseded data were derived.
 EX0250
 EX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD420983(NAD 83)
 EX0250_MARKER: DJ = TIDAL STATION DISK
 EX0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0250_STAMPING: NO 1 1973
 EX0250_MARK LOGO: NOS   
 EX0250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0250+STABILITY: SURFACE MOTION
 EX0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0250+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 EX0250
 EX0250  HISTORY     - Date     Condition        Report By
 EX0250  HISTORY     - 1973     MONUMENTED       NOS
 EX0250  HISTORY     - 1977     GOOD             NGS
 EX0250  HISTORY     - 19850101 GOOD             NCGS
 EX0250  HISTORY     - 1990     GOOD             USPSQD
 EX0250  HISTORY     - 19950411 GOOD             NOS
 EX0250  HISTORY     - 19971120 GOOD             NCGS
 EX0250  HISTORY     - 20010410 GOOD             NOS
 EX0250
 EX0250                          STATION DESCRIPTION
 EX0250
 EX0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0250'1.0 MI SOUTH FROM FRISCO.
 EX0250'0.9 MILE SOUTH ALONG TSTATE HIGHWAY 12 FROM THE POST OFFICE AT FRISCO,
 EX0250'THENCE 0.1 MILE SOUTHEAST ALONG A PAVED ROAD LEADING TO THE CAPE
 EX0250'HATTERAS FISHING PIER, 57 FEET WEST OF A STREETLIGHT POLE, 62 FEET
 EX0250'WEST OF THE NORTHWEST END OF THE SOUTHWEST HANDRAIL FOR THE BOARD
 EX0250'WALKWAY  TO THE PIER, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EX0250'ROAD, 20 FEET SOUTH OF THE NORTHEAST POST SUPPORTING A SIGN, AND
 EX0250'IN THE ASPHALT PARKING LOT.
 EX0250
 EX0250                          STATION RECOVERY (1985)
 EX0250
 EX0250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0250'RECOVERED AS DESCRIBED.  MARK IS ALSO 18.59 M (60.99 FT)
 EX0250'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK PUMP
 EX0250'HOUSE, AND 22.25 M (73.00 FT) NORTH OF A POWER POLE WITH A TRANSFORMER
 EX0250'AND WITH A REFERENCE TAG.
 EX0250
 EX0250                          STATION RECOVERY (1990)
 EX0250
 EX0250'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0250'RECOVERED IN GOOD CONDITION.
 EX0250
 EX0250                          STATION RECOVERY (1995)
 EX0250
 EX0250'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 EX0250'THE BENCH MARK IS SET IN A CONCRETE MONUMENT LOCATED IN THE CAPE
 EX0250'HATTERAS FISHING PIER PARKING LOT, ABOUT 152 M (498.7 FT) SOUTH OF THE
 EX0250'CENTERLINE OF STATE HIGHWAY 12, 17.5 M (57.4 FT) NW OF THE BASE OF A
 EX0250'CENTERLINE OF A WALKWAY LEADING TO THE PIER, 6.6 M (21.7 FT) WEST OF
 EX0250'THE EXTENDED CENTERLINE OF THE PIER ENTRANCE ROAD, 3.2 M (10.5 FT)
 EX0250'SOUTH OF THE NORTH EDGE OF THE PARKING LOT, AND O.1 M BELOW PARKING
 EX0250'LOT GRADE.
 EX0250
 EX0250                          STATION RECOVERY (1997)
 EX0250
 EX0250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EX0250'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. MARK IS
 EX0250'LOCATED 10.5 FT (3.2 M) SOUTH OF THE EDGE OF PAVEMENT, 56.6 FT (17.3
 EX0250'M) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER AND STREE LIGHT.
 EX0250
 EX0250                          STATION RECOVERY (2001)
 EX0250
 EX0250'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 EX0250'RECOVERED IN GOOD CONDITION. ADD--18.9 M (62.0 FT) WEST OF THE NW END
 EX0250'OF THE SW HANDRAIL FOR THE BOARD WALKWAY TO THE PIER, 6.7 M (22.0 FT)
 EX0250'SW OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0249 ***********************************************************************
 EX0249  FBN         -  This is a Federal Base Network Control Station.
 EX0249  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0249  DESIGNATION -  865 4400 TIDAL 2
 EX0249  PID         -  EX0249
 EX0249  STATE/COUNTY-  NC/DARE
 EX0249  USGS QUAD   -  HATTERAS (1987)
 EX0249
 EX0249                         *CURRENT SURVEY CONTROL
 EX0249  ___________________________________________________________________
 EX0249* NAD 83(2007)-  35 13 37.64172(N)    075 38 12.57043(W)     ADJUSTED  
 EX0249* NAVD 88     -         0.813  (meters)       2.67   (feet)  ADJUSTED  
 EX0249  ___________________________________________________________________
 EX0249  EPOCH DATE  -        2002.00
 EX0249  X           -   1,293,894.843 (meters)                     COMP
 EX0249  Y           -  -5,052,867.786 (meters)                     COMP
 EX0249  Z           -   3,658,457.032 (meters)                     COMP
 EX0249  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EX0249  ELLIP HEIGHT-         -37.861 (meters)          (02/10/07) ADJUSTED
 EX0249  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0249  DYNAMIC HT  -           0.812 (meters)       2.66  (feet)  COMP
 EX0249
 EX0249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EX0249  Type    PID    Designation                      North   East  Ellip
 EX0249  -------------------------------------------------------------------
 EX0249  NETWORK EX0249 865 4400 TIDAL 2                  1.08   0.84   2.39
 EX0249  -------------------------------------------------------------------
 EX0249  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 EX0249
 EX0249  VERT ORDER  -  SECOND    CLASS I
 EX0249
 EX0249.The horizontal coordinates were established by GPS observations
 EX0249.and adjusted by the National Geodetic Survey in February 2007.
 EX0249
 EX0249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0249.The horizontal coordinates are valid at the epoch date displayed above.
 EX0249.The epoch date for horizontal control is a decimal equivalence
 EX0249.of Year/Month/Day.
 EX0249
 EX0249.The orthometric height was determined by differential leveling
 EX0249.and adjusted in June 1991.
 EX0249
 EX0249.This Tidal Bench Mark is designated as VM 534
 EX0249.by the Center for Operational Oceanographic Products and Services.
 EX0249
 EX0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0249
 EX0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0249
 EX0249.The ellipsoidal height was determined by GPS observations
 EX0249.and is referenced to NAD 83.
 EX0249
 EX0249.The geoid height was determined by GEOID03.
 EX0249
 EX0249.The dynamic height is computed by dividing the NAVD 88
 EX0249.geopotential number by the normal gravity value computed on the
 EX0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0249.degrees latitude (g = 980.6199 gals.).
 EX0249
 EX0249.The modeled gravity was interpolated from observed gravity values.
 EX0249
 EX0249;                    North         East     Units Scale Factor Converg.
 EX0249;SPC NC       -   169,042.278   915,671.007   MT  0.99987268   +1 56 28.0
 EX0249;SPC NC       -   554,599.54  3,004,163.96   sFT  0.99987268   +1 56 28.0
 EX0249;UTM  18      - 3,898,416.351   442,049.279   MT  0.99964139   -0 22 02.4
 EX0249
 EX0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0249!SPC NC       -   1.00000594  x   0.99987268  =   0.99987862
 EX0249!UTM  18      -   1.00000594  x   0.99964139  =   0.99964733
 EX0249
 EX0249                          SUPERSEDED SURVEY CONTROL
 EX0249
 EX0249  NAD 83(2001)-  35 13 37.64184(N)    075 38 12.57024(W) AD(       ) A
 EX0249  ELLIP H (09/24/02)  -37.853  (m)                       GP(       ) 4 1
 EX0249  NAVD 88 (09/24/02)    0.81   (m)            2.7    (f) LEVELING    3  
 EX0249  NGVD 29 (??/??/92)    1.140  (m)            3.74   (f) ADJ UNCH    2 1
 EX0249
 EX0249.Superseded values are not recommended for survey control.
 EX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0249.See file dsdata.txt to determine how the superseded data were derived.
 EX0249
 EX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD4204998416(NAD 83)
 EX0249_MARKER: DJ = TIDAL STATION DISK
 EX0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0249_STAMPING: NO 2 1973
 EX0249_MARK LOGO: NOS   
 EX0249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0249+STABILITY: SURFACE MOTION
 EX0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EX0249+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 EX0249
 EX0249  HISTORY     - Date     Condition        Report By
 EX0249  HISTORY     - 1973     MONUMENTED       NOS
 EX0249  HISTORY     - 1977     GOOD             NGS
 EX0249  HISTORY     - 19850101 GOOD             NCGS
 EX0249  HISTORY     - 1990     GOOD             USPSQD
 EX0249  HISTORY     - 19971120 GOOD             NCGS
 EX0249  HISTORY     - 20010110 GOOD             NCGS
 EX0249  HISTORY     - 20010410 GOOD             NOS
 EX0249  HISTORY     - 20021120 GOOD             NOAA
 EX0249
 EX0249                          STATION DESCRIPTION
 EX0249
 EX0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0249'0.9 MI SOUTH FROM FRISCO.
 EX0249'0.9 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT FRISCO,
 EX0249'49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTHEAST
 EX0249'OF THE CENTER OF THE PAVED ROAD LEADING SOUTHEAST TO THE CAPE HATTERAS
 EX0249'FISHING PIER, AND 1 FOOT SOUTHWEST OF A POWERLINE POLE.
 EX0249
 EX0249                          STATION RECOVERY (1985)
 EX0249
 EX0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0249'RECOVERED AS DESCRIBED.  MARK IS ALSO 14.54 M (47.70 FT)
 EX0249'WEST-NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, AND 4.02 M (13.19
 EX0249'FT) SOUTHEAST OF A LAMP POST WITH A REFERENCE TAG.
 EX0249
 EX0249                          STATION RECOVERY (1990)
 EX0249
 EX0249'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0249'RECOVERED IN GOOD CONDITION.
 EX0249
 EX0249                          STATION RECOVERY (1997)
 EX0249
 EX0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EX0249'RECOVERED AS DESCRIBED.
 EX0249
 EX0249                          STATION RECOVERY (2001)
 EX0249
 EX0249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EX0249'RECOVERED AS DESCRIBED.
 EX0249'
 EX0249
 EX0249                          STATION RECOVERY (2001)
 EX0249
 EX0249'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 EX0249'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0249'FRISCO, THE BENCH MARK IS SET IN THE TOP OF A CONCRETE MONUMENT AT THE
 EX0249'INTERSECTION OF STATE HIGHWAY 12 AND THE ENTRANCE ROAD TO CAPE
 EX0249'HATTERAS FISHING PIER, 14.9 M (48.9 FT) SE OF THE CENTER LINE OF
 EX0249'HIGHWAY 12, 7.5 M (24.6 FT) NORTH OF THE CENTER OF A CONCRETE DRIVE OF
 EX0249'THE FIRST HOUSE ON THE ROAD LEADING TO THE FRISCO PIER, 6.7 M (22.0
 EX0249'FT) NE OF THE CENTER OF THE PAVED ROAD LEADING SE TO THE CAPE HATTERAS
 EX0249'FISHING PIER, AND 0.3 M (1.0 FT) SW OF A POWERLINE POLE, WITH A METAL
 EX0249'WITNESS POST, AND 0.1 M (0.3 FT) BELOW THE GROUND.
 EX0249
 EX0249                          STATION RECOVERY (2002)
 EX0249
 EX0249'RECOVERY NOTE BY NATNL OCEANIC AND ATMOSPHERIC ADMIN 2002 (KS)
 EX0249'MARK WAS FOUND 2 FT WEST OF TELEPHONE PEDESTAL MARKED '12SR170E', 13
 EX0249'FEET SE OF TELEPHONE POLE WITH LIGHT AND MARKED WITH WITH NCS SHIELD
 EX0249'ON SE SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0162 ***********************************************************************
 EY0162  DESIGNATION -  865 4535 TIDAL 1
 EY0162  PID         -  EY0162
 EY0162  STATE/COUNTY-  NC/PAMLICO
 EY0162  USGS QUAD   -  VANDEMERE (1993)
 EY0162
 EY0162                         *CURRENT SURVEY CONTROL
 EY0162  ___________________________________________________________________
 EY0162* NAD 83(1986)-  35 10 59.     (N)    076 39 43.     (W)     SCALED    
 EY0162* NAVD 88     -         1.045  (meters)       3.43   (feet)  ADJUSTED  
 EY0162  ___________________________________________________________________
 EY0162  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY0162  DYNAMIC HT  -           1.044 (meters)       3.43  (feet)  COMP
 EY0162  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 EY0162
 EY0162  VERT ORDER  -  SECOND    CLASS 0
 EY0162
 EY0162.The horizontal coordinates were scaled from a topographic map and have
 EY0162.an estimated accuracy of +/- 6 seconds.
 EY0162
 EY0162.The orthometric height was determined by differential leveling
 EY0162.and adjusted in June 1998.
 EY0162
 EY0162.The geoid height was determined by GEOID03.
 EY0162
 EY0162.The dynamic height is computed by dividing the NAVD 88
 EY0162.geopotential number by the normal gravity value computed on the
 EY0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0162.degrees latitude (g = 980.6199 gals.).
 EY0162
 EY0162.The modeled gravity was interpolated from observed gravity values.
 EY0162
 EY0162;                    North         East    Units  Estimated Accuracy
 EY0162;SPC NC       -   161,480.      822,520.      MT  (+/- 180 meters Scaled)
 EY0162
 EY0162                          SUPERSEDED SURVEY CONTROL
 EY0162
 EY0162  NAVD 88 (06/15/91)    1.054  (m)            3.46   (f) UNKNOWN     2 0
 EY0162  NGVD 29 (??/??/92)    1.374  (m)            4.51   (f) ADJ UNCH    2 0
 EY0162
 EY0162.Superseded values are not recommended for survey control.
 EY0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0162.See file dsdata.txt to determine how the superseded data were derived.
 EY0162
 EY0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD486946(NAD 83)
 EY0162_MARKER: DJ = TIDAL STATION DISK
 EY0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0162_STAMPING: NO 1 1935
 EY0162_MARK LOGO: CGS   
 EY0162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0162+STABILITY: SURFACE MOTION
 EY0162
 EY0162  HISTORY     - Date     Condition        Report By
 EY0162  HISTORY     - 1935     MONUMENTED       CGS
 EY0162  HISTORY     - 1963     GOOD             CGS
 EY0162  HISTORY     - 19860101 GOOD             NCGS
 EY0162
 EY0162                          STATION DESCRIPTION
 EY0162
 EY0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0162'AT VANDEMERE.
 EY0162'AT VANDEMERE, NEAR THE END OF STATE HIGHWAY 307, (PENN AVENUE),
 EY0162'ABOUT 230 FEET NORTHEAST OF THE POST OFFICE BUILDING, 72 FEET
 EY0162'EAST-NORTHEAST OF THE EAST CORNER OF THE MC COTTER GENERAL
 EY0162'STORE, 30.5 FEET NORTH-NORTHWEST OF THE WEST CORNER OF AN OPEN
 EY0162'SHED, 2 1/2 FEET NORTH OF A POWER LINE POLE, 85 1/2 FEET SOUTHWEST
 EY0162'OF THE WEST CORNER OF A TIN BUILDING, 62.5 FEET EAST-NORTHEAST
 EY0162'OF STATION PENN, 118.4 FEET EAST OF TIDAL MARK NO. 3, 183.7
 EY0162'FEET NORTHWEST OF TIDAL MARK NO. 2, ABOUT LEVEL WITH THE STREET
 EY0162'OR AVENUE, SET IN THE TOP OF A CONCRETE POST 6 INCHES UNDERGROUND.
 EY0162'TIDAL STATION NO. 32, VANDEMERE, BAY RIVER, PAMLICO SOUND, NORTH
 EY0162'CAROLINA.
 EY0162
 EY0162                          STATION RECOVERY (1986)
 EY0162
 EY0162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0162'RECOVERED IN GOOD CONDITION.  MARK IS LOCATED 1.5 FT (0.5 M) NORTH OF
 EY0162'A POWER POLE WITH A LAMP AND WITH A REFERENCE TAG, AND 6.5 FT (2.0 M)
 EY0162'EAST OF THE CENTER OF A STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0164 ***********************************************************************
 EY0164  DESIGNATION -  865 4535 TIDAL 2
 EY0164  PID         -  EY0164
 EY0164  STATE/COUNTY-  NC/PAMLICO
 EY0164  USGS QUAD   -  VANDEMERE (1993)
 EY0164
 EY0164                         *CURRENT SURVEY CONTROL
 EY0164  ___________________________________________________________________
 EY0164* NAD 83(1986)-  35 10 59.     (N)    076 39 43.     (W)     SCALED    
 EY0164* NAVD 88     -         0.713  (meters)       2.34   (feet)  ADJUSTED  
 EY0164  ___________________________________________________________________
 EY0164  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY0164  DYNAMIC HT  -           0.713 (meters)       2.34  (feet)  COMP
 EY0164  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 EY0164
 EY0164  VERT ORDER  -  SECOND    CLASS 0
 EY0164
 EY0164.The horizontal coordinates were scaled from a topographic map and have
 EY0164.an estimated accuracy of +/- 6 seconds.
 EY0164
 EY0164.The orthometric height was determined by differential leveling
 EY0164.and adjusted in June 1991.
 EY0164
 EY0164.The geoid height was determined by GEOID03.
 EY0164
 EY0164.The dynamic height is computed by dividing the NAVD 88
 EY0164.geopotential number by the normal gravity value computed on the
 EY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0164.degrees latitude (g = 980.6199 gals.).
 EY0164
 EY0164.The modeled gravity was interpolated from observed gravity values.
 EY0164
 EY0164;                    North         East    Units  Estimated Accuracy
 EY0164;SPC NC       -   161,480.      822,520.      MT  (+/- 180 meters Scaled)
 EY0164
 EY0164                          SUPERSEDED SURVEY CONTROL
 EY0164
 EY0164  NGVD 29 (??/??/92)    1.033  (m)            3.39   (f) ADJ UNCH    2 0
 EY0164
 EY0164.Superseded values are not recommended for survey control.
 EY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0164.See file dsdata.txt to determine how the superseded data were derived.
 EY0164
 EY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD486946(NAD 83)
 EY0164_MARKER: DJ = TIDAL STATION DISK
 EY0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0164_STAMPING: NO 2 1935
 EY0164_MARK LOGO: CGS   
 EY0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0164+STABILITY: SURFACE MOTION
 EY0164
 EY0164  HISTORY     - Date     Condition        Report By
 EY0164  HISTORY     - 1935     MONUMENTED       CGS
 EY0164  HISTORY     - 1963     GOOD             CGS
 EY0164  HISTORY     - 19860101 MARK NOT FOUND   NCGS
 EY0164
 EY0164                          STATION DESCRIPTION
 EY0164
 EY0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0164'AT VANDEMERE.
 EY0164'AT VANDEMERE, ABOUT 388 FEET EAST OF THE POST OFFICE BUILDING,
 EY0164'106.5 FEET SOUTHEAST OF THE SOUTH CORNER OF AN OPEN SHED, 179 FEET
 EY0164'EAST-SOUTHEAST OF A POWER LINE POLE, 13.6 FEET SOUTHWEST OF
 EY0164'THE CENTER OF AN OLD RAILROAD BED, 183.7 FEET SOUTHEAST OF TIDAL
 EY0164'MARK NO. 1, 290.5 FEET EAST-SOUTHEAST OF TIDAL NO. 3, 3 1/2
 EY0164'FEET NORTHEAST OF THE TOP OF A 3 FOOT HIGH BANK ALONG A SMALL
 EY0164'CREEK, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 EY0164'CONCRETE POST 14 INCHES UNDERGROUND.  TIDAL STATION NO. 32,
 EY0164'VANDEMERE, BAY RIVER, PAMLICO SOUND, NORTH CAROLINA.
 EY0164
 EY0164                          STATION RECOVERY (1986)
 EY0164
 EY0164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0164'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0160 ***********************************************************************
 EY0160  DESIGNATION -  865 4535 TIDAL 3
 EY0160  PID         -  EY0160
 EY0160  STATE/COUNTY-  NC/PAMLICO
 EY0160  USGS QUAD   -  VANDEMERE (1993)
 EY0160
 EY0160                         *CURRENT SURVEY CONTROL
 EY0160  ___________________________________________________________________
 EY0160* NAD 83(1986)-  35 10 59.     (N)    076 39 43.     (W)     SCALED    
 EY0160* NAVD 88     -         1.056  (meters)       3.46   (feet)  ADJUSTED  
 EY0160  ___________________________________________________________________
 EY0160  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY0160  DYNAMIC HT  -           1.055 (meters)       3.46  (feet)  COMP
 EY0160  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 EY0160
 EY0160  VERT ORDER  -  SECOND    CLASS 0
 EY0160
 EY0160.The horizontal coordinates were scaled from a topographic map and have
 EY0160.an estimated accuracy of +/- 6 seconds.
 EY0160
 EY0160.The orthometric height was determined by differential leveling
 EY0160.and adjusted in June 1991.
 EY0160
 EY0160.The geoid height was determined by GEOID03.
 EY0160
 EY0160.The dynamic height is computed by dividing the NAVD 88
 EY0160.geopotential number by the normal gravity value computed on the
 EY0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0160.degrees latitude (g = 980.6199 gals.).
 EY0160
 EY0160.The modeled gravity was interpolated from observed gravity values.
 EY0160
 EY0160;                    North         East    Units  Estimated Accuracy
 EY0160;SPC NC       -   161,480.      822,520.      MT  (+/- 180 meters Scaled)
 EY0160
 EY0160                          SUPERSEDED SURVEY CONTROL
 EY0160
 EY0160  NGVD 29 (??/??/92)    1.375  (m)            4.51   (f) ADJ UNCH    2 0
 EY0160
 EY0160.Superseded values are not recommended for survey control.
 EY0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0160.See file dsdata.txt to determine how the superseded data were derived.
 EY0160
 EY0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD486946(NAD 83)
 EY0160_MARKER: DJ = TIDAL STATION DISK
 EY0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0160_STAMPING: NO 3 1935
 EY0160_MARK LOGO: CGS   
 EY0160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0160+STABILITY: SURFACE MOTION
 EY0160
 EY0160  HISTORY     - Date     Condition        Report By
 EY0160  HISTORY     - 1935     MONUMENTED       CGS
 EY0160  HISTORY     - 1963     GOOD             CGS
 EY0160  HISTORY     - 19860101 GOOD             NCGS
 EY0160  HISTORY     - 1987     GOOD             USPSQD
 EY0160  HISTORY     - 19910616 GOOD             USPSQD
 EY0160
 EY0160                          STATION DESCRIPTION
 EY0160
 EY0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0160'AT VANDEMERE.
 EY0160'AT VANDEMERE, ALONG STATE HIGHWAY 307 (PENN AVENUE), 101.5
 EY0160'FEET EAST OF THE POST OFFICE BUILDING, 51.5 FEET NORTH-NORTHWEST
 EY0160'OF THE MC COTTER GENERAL STORE, 22 1/2 FEET SOUTHWEST OF THE
 EY0160'CENTER LINE OF THE AVENUE, 68 FEET NORTHWEST OF PENN, 43.3
 EY0160'FEET NORTHEAST OF AND ACROSS THE AVENUE FROM POWER LINE POLE
 EY0160'NO. 2625, 118.4 FEET WEST OF TIDAL NO. 1, 0.5 FOOT NORTHEAST
 EY0160'OF THE NORTHEAST EDGE OF A SIDEWALK AND SET IN THE TOP OF A
 EY0160'CONCRETE POST FLUSH WITH THE SIDEWALK.  TIDAL STATION 32, VANDEMERE,
 EY0160'BAY RIVER, PAMLICO SOUND, NORTH CAROLINA.
 EY0160
 EY0160                          STATION RECOVERY (1986)
 EY0160
 EY0160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0160'RECOVERED AS DESCRIBED.  MCCOTTER GENERAL STORE IS NOW GLENNS.
 EY0160
 EY0160                          STATION RECOVERY (1987)
 EY0160
 EY0160'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 EY0160'RECOVERED IN GOOD CONDITION.
 EY0160
 EY0160                          STATION RECOVERY (1991)
 EY0160
 EY0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (MMS)
 EY0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0240 ***********************************************************************
 EY0240  DESIGNATION -  865 5133 TIDAL 1 A
 EY0240  PID         -  EY0240
 EY0240  STATE/COUNTY-  NC/PAMLICO
 EY0240  USGS QUAD   -  ORIENTAL (1987)
 EY0240
 EY0240                         *CURRENT SURVEY CONTROL
 EY0240  ___________________________________________________________________
 EY0240* NAD 83(1986)-  35 01 29.     (N)    076 41 47.     (W)     SCALED    
 EY0240* NAVD 88     -         1.560  (meters)       5.12   (feet)  ADJUSTED  
 EY0240  ___________________________________________________________________
 EY0240  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EY0240  DYNAMIC HT  -           1.559 (meters)       5.11  (feet)  COMP
 EY0240  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 EY0240
 EY0240  VERT ORDER  -  SECOND    CLASS 0
 EY0240
 EY0240.The horizontal coordinates were scaled from a topographic map and have
 EY0240.an estimated accuracy of +/- 6 seconds.
 EY0240
 EY0240.The orthometric height was determined by differential leveling
 EY0240.and adjusted in June 1998.
 EY0240
 EY0240.The geoid height was determined by GEOID03.
 EY0240
 EY0240.The dynamic height is computed by dividing the NAVD 88
 EY0240.geopotential number by the normal gravity value computed on the
 EY0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0240.degrees latitude (g = 980.6199 gals.).
 EY0240
 EY0240.The modeled gravity was interpolated from observed gravity values.
 EY0240
 EY0240;                    North         East    Units  Estimated Accuracy
 EY0240;SPC NC       -   143,840.      819,790.      MT  (+/- 180 meters Scaled)
 EY0240
 EY0240                          SUPERSEDED SURVEY CONTROL
 EY0240
 EY0240  NAVD 88 (06/15/91)    1.263  (m)            4.14   (f) UNKNOWN     2 0
 EY0240  NGVD 29 (??/??/92)    1.58   (m)            5.2    (f) COMPUTED    2 0
 EY0240
 EY0240.Superseded values are not recommended for survey control.
 EY0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0240.See file dsdata.txt to determine how the superseded data were derived.
 EY0240
 EY0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD452771(NAD 83)
 EY0240_MARKER: DJ = TIDAL STATION DISK
 EY0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0240_STAMPING: NO 1 A 1935
 EY0240_MARK LOGO: CGS   
 EY0240_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0240+STABILITY: SURFACE MOTION
 EY0240
 EY0240  HISTORY     - Date     Condition        Report By
 EY0240  HISTORY     - 1935     MONUMENTED       CGS
 EY0240  HISTORY     - 1963     GOOD             NGS
 EY0240  HISTORY     - 1968     GOOD             NGS
 EY0240  HISTORY     - 19860101 GOOD             NCGS
 EY0240  HISTORY     - 1988     GOOD             USPSQD
 EY0240  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 EY0240  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 EY0240
 EY0240                          STATION DESCRIPTION
 EY0240
 EY0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0240'AT ORIENTAL.
 EY0240'AT ORIENTAL, ABOUT 0.35 MILE SOUTHEAST OF THE POST OFFICE ALONG
 EY0240'STREETS, 24.8 FEET SOUTH OF THE EXTENDED CENTER LINE OF SOUTH
 EY0240'STREET, 63 FEET WEST OF AND ACROSS STREET FROM THE NORTHWEST
 EY0240'CORNER OF A CONCRETE BLOCK BUILDING, NEAR THE BAY PACKING COMPANY
 EY0240'BUILDING, 30 1/2 FEET WEST OF A STREET LEADING TO THE RIVER, 69
 EY0240'FEET SOUTHWEST OF A POWER LINE POLE WITH A STREET LIGHT, 74.5
 EY0240'FEET SOUTHWEST OF TIDAL 2A, 1.3 FEET SOUTH OF A WOODEN WITNESS
 EY0240'POST, SET IN THE TOP OF A CONCRETE POST 3 INCHES UNDERGROUND.
 EY0240'TIDAL STATION NO. 33, ORIENTAL, NEUSE RIVER, NORTH CAROLINA.
 EY0240
 EY0240                          STATION RECOVERY (1968)
 EY0240
 EY0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0240'RECOVERED IN GOOD CONDITION.
 EY0240
 EY0240                          STATION RECOVERY (1986)
 EY0240
 EY0240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0240'RECOVERED AS DESCRIBED.  STATION IS ALSO 19.08 M (62.60 FT)
 EY0240'NORTH-NORTHEAST OF THE NORTH END OF A CHAIN LINK FENCE POST, AND 20.3
 EY0240'M (66.6 FT) SOUTHWEST OF A FIRE HYDRANT AT A POWER POLE.
 EY0240
 EY0240                          STATION RECOVERY (1988)
 EY0240
 EY0240'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 EY0240'RECOVERED IN GOOD CONDITION.
 EY0240
 EY0240                          STATION RECOVERY (2002)
 EY0240
 EY0240'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY0240'MARK NOT FOUND.
 EY0240
 EY0240                          STATION RECOVERY (2004)
 EY0240
 EY0240'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7508 ***********************************************************************
 AC7508  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7508  DESIGNATION -  865 5151 B TIDAL
 AC7508  PID         -  AC7508
 AC7508  STATE/COUNTY-  NC/CARTERET
 AC7508  USGS QUAD   -  NORTH BAY (1971)
 AC7508
 AC7508                         *CURRENT SURVEY CONTROL
 AC7508  ___________________________________________________________________
 AC7508* NAD 83(2007)-  35 01 03.05095(N)    076 18 55.66149(W)     ADJUSTED  
 AC7508* NAVD 88     -         1.646  (meters)       5.40   (feet)  POSTED    
 AC7508  ___________________________________________________________________
 AC7508  EPOCH DATE  -        2002.00
 AC7508  X           -   1,237,122.530 (meters)                     COMP
 AC7508  Y           -  -5,080,838.838 (meters)                     COMP
 AC7508  Z           -   3,639,437.625 (meters)                     COMP
 AC7508  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AC7508  ELLIP HEIGHT-         -36.167 (meters)          (02/10/07) ADJUSTED
 AC7508  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 AC7508  DYNAMIC HT  -           1.640 (meters)       5.38  (feet)  COMP
 AC7508
 AC7508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7508  Type    PID    Designation                      North   East  Ellip
 AC7508  -------------------------------------------------------------------
 AC7508  NETWORK AC7508 865 5151 B TIDAL                  1.10   0.96   2.33
 AC7508  -------------------------------------------------------------------
 AC7508  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 AC7508
 AC7508  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AC7508
 AC7508.The horizontal coordinates were established by GPS observations
 AC7508.and adjusted by the National Geodetic Survey in February 2007.
 AC7508
 AC7508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7508.The horizontal coordinates are valid at the epoch date displayed above.
 AC7508.The epoch date for horizontal control is a decimal equivalence
 AC7508.of Year/Month/Day.
 AC7508
 AC7508.The orthometric height was determined by differential leveling
 AC7508.and adjusted in April 2001.
 AC7508.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AC7508.was located on a no-check spur therefore a value was not computed.
 AC7508.No vertical observational check was made to the station.
 AC7508
 AC7508.This Tidal Bench Mark is designated as VM 3554
 AC7508.by the Center for Operational Oceanographic Products and Services.
 AC7508
 AC7508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7508
 AC7508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7508
 AC7508.The ellipsoidal height was determined by GPS observations
 AC7508.and is referenced to NAD 83.
 AC7508
 AC7508.The geoid height was determined by GEOID03.
 AC7508
 AC7508.The dynamic height is computed by dividing the NAVD 88
 AC7508.geopotential number by the normal gravity value computed on the
 AC7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7508.degrees latitude (g = 980.6199 gals.).
 AC7508
 AC7508.The modeled gravity was interpolated from observed gravity values.
 AC7508
 AC7508;                    North         East     Units Scale Factor Converg.
 AC7508;SPC NC       -   143,917.775   854,556.555   MT  0.99988090   +1 32 58.0
 AC7508;SPC NC       -   472,170.23  2,803,657.63   sFT  0.99988090   +1 32 58.0
 AC7508;UTM  18      - 3,875,775.982   379,983.911   MT  0.99977752   -0 45 17.8
 AC7508
 AC7508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7508!SPC NC       -   1.00000568  x   0.99988090  =   0.99988658
 AC7508!UTM  18      -   1.00000568  x   0.99977752  =   0.99978320
 AC7508
 AC7508                          SUPERSEDED SURVEY CONTROL
 AC7508
 AC7508  NAD 83(2001)-  35 01 03.05132(N)    076 18 55.66083(W) AD(       ) 1
 AC7508  ELLIP H (03/13/03)  -36.155  (m)                       GP(       ) 4 2
 AC7508  NAD 83(1986)-  35 01 03.06403(N)    076 18 55.67347(W) AD(       ) 1
 AC7508  NGVD 29 (01/13/98)    1.95   (m)            6.4    (f) LEVELING    3  
 AC7508
 AC7508.Superseded values are not recommended for survey control.
 AC7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7508.See file dsdata.txt to determine how the superseded data were derived.
 AC7508
 AC7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7998475776(NAD 83)
 AC7508_MARKER: DJ = TIDAL STATION DISK
 AC7508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7508_SP_SET: SLAB
 AC7508_STAMPING: 5151 B 1977
 AC7508_MARK LOGO: NOS   
 AC7508_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7508+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 AC7508
 AC7508  HISTORY     - Date     Condition        Report By
 AC7508  HISTORY     - 1977     MONUMENTED       NOS
 AC7508  HISTORY     - 19960126 GOOD             NCGS
 AC7508  HISTORY     - 19960126 GOOD             NCGS
 AC7508  HISTORY     - 19980330 GOOD             NCGS
 AC7508  HISTORY     - 20030203 GOOD             USPSQD
 AC7508  HISTORY     - 20080608 GOOD             3001
 AC7508
 AC7508                          STATION DESCRIPTION
 AC7508
 AC7508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP)
 AC7508'STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTHEAST OF BEAUFORT AND 10
 AC7508'MI (16.1 KM) NORTHEAST OF ATLANTIC.$ALONG NC 12 FOR 11.9 MI (19.2 KM)
 AC7508'NORTHEAST FROM THE END OF US 70 AND THE BEGINNING OF NC 12 (AT
 AC7508'SEALEVEL) TO THE NC FERRY OPERATIONS OFFICE AT CEDAR ISLAND, AT THE
 AC7508'SOUTH SIDE, IN THE SOUTHWEST CORNER OF A CONCRETE SLAB.$LOCATED 57.0
 AC7508'FT (17.4 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE FERRY TICKET
 AC7508'SALES BOOTH, 5.0 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AC7508'OPERATIONS BUILDING, AND 8.5 FT (2.6 M) NORTHEAST OF THE SOUTHWEST
 AC7508'CORNER OF THE SIDEWALK.
 AC7508
 AC7508                          STATION RECOVERY (1996)
 AC7508
 AC7508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP)
 AC7508'RECOVERED AS DESCRIBED.
 AC7508
 AC7508                          STATION RECOVERY (1998)
 AC7508
 AC7508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AC7508'RECOVERED AS DESCRIBED.
 AC7508
 AC7508                          STATION RECOVERY (2003)
 AC7508
 AC7508'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7508'RECOVERED IN GOOD CONDITION.
 AC7508
 AC7508                          STATION RECOVERY (2008)
 AC7508
 AC7508'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 AC7508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5342 ***********************************************************************
 AE5342  TIDAL BM    -  This is a Tidal Bench Mark.
 AE5342  DESIGNATION -  865 5151 E TIDAL
 AE5342  PID         -  AE5342
 AE5342  STATE/COUNTY-  NC/CARTERET
 AE5342  USGS QUAD   -  NORTH BAY (1971)
 AE5342
 AE5342                         *CURRENT SURVEY CONTROL
 AE5342  ___________________________________________________________________
 AE5342* NAD 83(2001)-  35 01 00.17537(N)    076 18 59.77553(W)     ADJUSTED  
 AE5342* NAVD 88     -         1.749  (meters)       5.74   (feet)  POSTED    
 AE5342  ___________________________________________________________________
 AE5342  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AE5342  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 AE5342  DYNAMIC HT  -           1.750 (meters)       5.74  (feet)  COMP
 AE5342  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 AE5342
 AE5342  HORZ ORDER  -  SECOND
 AE5342  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AE5342
 AE5342.The horizontal coordinates were established by classical geodetic methods
 AE5342.and adjusted by the National Geodetic Survey in August 2005.
 AE5342
 AE5342.The orthometric height was determined by differential leveling
 AE5342.and adjusted in April 2001.
 AE5342.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AE5342.was located on a no-check spur therefore a value was not computed.
 AE5342.No vertical observational check was made to the station.
 AE5342
 AE5342.This Tidal Bench Mark is designated as VM 3557
 AE5342.by the Center for Operational Oceanographic Products and Services.
 AE5342
 AE5342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5342
 AE5342.The geoid height was determined by GEOID03.
 AE5342
 AE5342.The dynamic height is computed by dividing the NAVD 88
 AE5342.geopotential number by the normal gravity value computed on the
 AE5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5342.degrees latitude (g = 980.6199 gals.).
 AE5342
 AE5342.The modeled gravity was interpolated from observed gravity values.
 AE5342
 AE5342;                    North         East     Units Scale Factor Converg.
 AE5342;SPC NC       -   143,826.382   854,454.700   MT  0.99988096   +1 32 55.6
 AE5342;SPC NC       -   471,870.39  2,803,323.46   sFT  0.99988096   +1 32 55.6
 AE5342;UTM  18      - 3,875,688.768   379,878.474   MT  0.99977783   -0 45 20.1
 AE5342
 AE5342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5342!SPC NC       -   1.00000566  x   0.99988096  =   0.99988662
 AE5342!UTM  18      -   1.00000566  x   0.99977783  =   0.99978349
 AE5342
 AE5342                          SUPERSEDED SURVEY CONTROL
 AE5342
 AE5342  NAD 83(1986)-  35 01 00.18808(N)    076 18 59.78817(W) AD(       ) 2
 AE5342  NGVD 29 (01/13/98)    1.88   (m)            6.2    (f) LEVELING    3  
 AE5342
 AE5342.Superseded values are not recommended for survey control.
 AE5342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5342.See file dsdata.txt to determine how the superseded data were derived.
 AE5342
 AE5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7987875689(NAD 83)
 AE5342_MARKER: DJ = TIDAL STATION DISK
 AE5342_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5342_SP_SET: SLAB
 AE5342_STAMPING: 5151 E 1977
 AE5342_MARK LOGO: NOS   
 AE5342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5342+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 AE5342
 AE5342  HISTORY     - Date     Condition        Report By
 AE5342  HISTORY     - 1977     MONUMENTED       NOS
 AE5342  HISTORY     - 19960126 GOOD             NCGS
 AE5342  HISTORY     - 19980330 GOOD             NCGS
 AE5342  HISTORY     - 20030203 GOOD             USPSQD
 AE5342
 AE5342                          STATION DESCRIPTION
 AE5342
 AE5342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (LP)
 AE5342'STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTHEAST OF BEAUFORT AND 10
 AE5342'MI (16.1 KM) NORTHEAST OF ATLANTIC. PROCEED ALONG NC 12 FOR 11.8 MI
 AE5342'(19.0 KM) NORTHEAST FROM THE END OF US 70 AND BEGINNING OF NC 12 (AT
 AE5342'SEA LEVEL) TO THE ENTRANCE TO THE DRIFTWOOD MOTEL AND RESTAURANT. TURN
 AE5342'LEFT TO--CRUISE MART--CONVENIENCE STORE AND THE STATION, IN THE
 AE5342'NORTHEAST CORNER OF A CONCRETE PORCH SLAB. MARK IS 0.8 FT (24.4 CM)
 AE5342'SOUTH OF THE NORTHEAST BUILDING CORNER, AND 0.8 FT (24.4 CM) SOUTHWEST
 AE5342'OF THE EDGE OF THE PORCH.
 AE5342
 AE5342                          STATION RECOVERY (1998)
 AE5342
 AE5342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AE5342'RECOVERED AS DESCRIBED.
 AE5342
 AE5342                          STATION RECOVERY (2003)
 AE5342
 AE5342'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AE5342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7038 ***********************************************************************
 DG7038  DESIGNATION -  865 5875 A TIDAL
 DG7038  PID         -  DG7038
 DG7038  STATE/COUNTY-  NC/CARTERET
 DG7038  USGS QUAD   -  DAVIS (1983)
 DG7038
 DG7038                         *CURRENT SURVEY CONTROL
 DG7038  ___________________________________________________________________
 DG7038* NAD 83(1986)-  34 51 24.     (N)    076 23 18.     (W)     SCALED    
 DG7038* NAVD 88     -         1.364  (meters)       4.48   (feet)  ADJUSTED  
 DG7038  ___________________________________________________________________
 DG7038  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 DG7038  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 DG7038  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 DG7038
 DG7038  VERT ORDER  -  SECOND    CLASS II
 DG7038
 DG7038.The horizontal coordinates were scaled from a topographic map and have
 DG7038.an estimated accuracy of +/- 6 seconds.
 DG7038
 DG7038.The orthometric height was determined by differential leveling
 DG7038.and adjusted in February 2005.
 DG7038.No vertical observational check was made to the station.
 DG7038
 DG7038.The geoid height was determined by GEOID03.
 DG7038
 DG7038.The dynamic height is computed by dividing the NAVD 88
 DG7038.geopotential number by the normal gravity value computed on the
 DG7038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7038.degrees latitude (g = 980.6199 gals.).
 DG7038
 DG7038.The modeled gravity was interpolated from observed gravity values.
 DG7038
 DG7038;                    North         East    Units  Estimated Accuracy
 DG7038;SPC NC       -   125,900.      848,380.      MT  (+/- 180 meters Scaled)
 DG7038
 DG7038                          SUPERSEDED SURVEY CONTROL
 DG7038
 DG7038.No superseded survey control is available for this station.
 DG7038
 DG7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD730580(NAD 83)
 DG7038_MARKER: DJ = TIDAL STATION DISK
 DG7038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG7038+WITH SETTING: PAVEMENT
 DG7038_SP_SET: DOCK
 DG7038_STAMPING: 5875 A 2004
 DG7038_MARK LOGO: NOS   
 DG7038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7038+STABILITY: SURFACE MOTION
 DG7038
 DG7038  HISTORY     - Date     Condition        Report By
 DG7038  HISTORY     - 2004     MONUMENTED       NOS
 DG7038  HISTORY     - 20040205 GOOD             NCGS
 DG7038  HISTORY     - 20040205 GOOD             NCGS
 DG7038
 DG7038                          STATION DESCRIPTION
 DG7038
 DG7038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7038'STATION IS LOCATED 3.4 MI (5.5 KM) WEST-SOUTHWEST OF ATLANTIC AND 0.2
 DG7038'MI (0.3 KM) SOUTH OF SEALEVEL. PROCEED ALONG US 70 NORTH AND EAST FOR
 DG7038'24.4 MI (39.3 KM) FROM THE BEAUFORT POST OFFICE ON HIGHWAY 70 TO NC 12
 DG7038'INTERSECTION, CONTINUE ALONG US 70 SOUTHEAST FOR 1.4 MI (2.3 KM) TO SR
 DG7038'1373 (NELSONS NECK ROAD) T-INTERSECTION, THENCE SOUTH ON SR 1373 FOR
 DG7038'1.1 MI (1.8 KM) TO T.A. TAYLOR AND SONS SEAFOOD OFFICE BUILDING AND
 DG7038'STATION, IN THE SOUTHWEST CORNER OF A CONCRETE DOCK. THE MARK IS SET
 DG7038'FLUSH IN THE CONCRETE DOCK. LOCATED 50.9 FT (15.5 M) SOUTH OF THE
 DG7038'NORTHWEST CORNER OF THE BUILDING, 13.0 FT (4.0 M) SOUTHWEST OF THE
 DG7038'SOUTHWEST CORNER OF BUILDING, AND 0.9 FT (27.4 CM) EAST OF THE WEST
 DG7038'SIDE OF THE DOCK.
 DG7038
 DG7038                          STATION RECOVERY (2004)
 DG7038
 DG7038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7038'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7039 ***********************************************************************
 DG7039  DESIGNATION -  865 5875 B TIDAL
 DG7039  PID         -  DG7039
 DG7039  STATE/COUNTY-  NC/CARTERET
 DG7039  USGS QUAD   -  DAVIS (1983)
 DG7039
 DG7039                         *CURRENT SURVEY CONTROL
 DG7039  ___________________________________________________________________
 DG7039* NAD 83(1986)-  34 51 29.     (N)    076 23 15.     (W)     SCALED    
 DG7039* NAVD 88     -         1.193  (meters)       3.91   (feet)  ADJUSTED  
 DG7039  ___________________________________________________________________
 DG7039  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 DG7039  DYNAMIC HT  -           1.192 (meters)       3.91  (feet)  COMP
 DG7039  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 DG7039
 DG7039  VERT ORDER  -  SECOND    CLASS II
 DG7039
 DG7039.The horizontal coordinates were scaled from a topographic map and have
 DG7039.an estimated accuracy of +/- 6 seconds.
 DG7039
 DG7039.The orthometric height was determined by differential leveling
 DG7039.and adjusted in February 2005.
 DG7039.No vertical observational check was made to the station.
 DG7039
 DG7039.The geoid height was determined by GEOID03.
 DG7039
 DG7039.The dynamic height is computed by dividing the NAVD 88
 DG7039.geopotential number by the normal gravity value computed on the
 DG7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7039.degrees latitude (g = 980.6199 gals.).
 DG7039
 DG7039.The modeled gravity was interpolated from observed gravity values.
 DG7039
 DG7039;                    North         East    Units  Estimated Accuracy
 DG7039;SPC NC       -   126,060.      848,450.      MT  (+/- 180 meters Scaled)
 DG7039
 DG7039                          SUPERSEDED SURVEY CONTROL
 DG7039
 DG7039.No superseded survey control is available for this station.
 DG7039
 DG7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD731581(NAD 83)
 DG7039_MARKER: DJ = TIDAL STATION DISK
 DG7039_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG7039_SP_SET: STEP
 DG7039_STAMPING: 5875 B 2004
 DG7039_MARK LOGO: NOS   
 DG7039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7039
 DG7039  HISTORY     - Date     Condition        Report By
 DG7039  HISTORY     - 2004     MONUMENTED       NOS
 DG7039  HISTORY     - 20040205 GOOD             NCGS
 DG7039  HISTORY     - 20040205 GOOD             NCGS
 DG7039
 DG7039                          STATION DESCRIPTION
 DG7039
 DG7039'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7039'STATION IS LOCATED 3.4 MI (5.5 KM) WEST-SOUTHWEST OF ATLANTIC AND 0.2
 DG7039'MI (0.3 KM) SOUTH OF SEALEVEL. PROCEED ALONG US 70 NORTH AND EAST FOR
 DG7039'24.4 MI (39.3 KM) FROM THE BEAUFORT POST OFFICE ON HIGHWAY 70 TO NC 12
 DG7039'INTERSECTION, CONTINUE ALONG US 70 SOUTHEAST FOR 1.4 MI (2.3 KM) TO SR
 DG7039'1373 (NELSONS NECK ROAD) T-INTERSECTION, THENCE SOUTH ON SR 1373 FOR
 DG7039'1.1 MI (1.8 KM) TO T.A. TAYLOR AND SONS SEAFOOD AND STATION, IN A
 DG7039'CONCRETE STEP OF THE MULLET PROCESSING BUILDING. MARK IS ABOUT 1-FT
 DG7039'ABOVE GROUND LEVEL AND SET FLUSH IN A CONCRETE STEP. LOCATED 4.8 FT
 DG7039'(1.5 M) NORTHEAST OF NORTHEAST CORNER OF MULLET BUILDING, 73.8 FT
 DG7039'(22.5 M) SOUTHWEST OF NORTHWEST CORNER OF THE FREEZER BUILDING, AND
 DG7039'53.3 FT (16.2 M) NORTH-NORTHWEST OF THE ICE HOUSE BUILDING.
 DG7039
 DG7039                          STATION RECOVERY (2004)
 DG7039
 DG7039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7040 ***********************************************************************
 DG7040  DESIGNATION -  865 5875 C TIDAL
 DG7040  PID         -  DG7040
 DG7040  STATE/COUNTY-  NC/CARTERET
 DG7040  USGS QUAD   -  DAVIS (1983)
 DG7040
 DG7040                         *CURRENT SURVEY CONTROL
 DG7040  ___________________________________________________________________
 DG7040* NAD 83(1986)-  34 51 30.     (N)    076 23 14.     (W)     SCALED    
 DG7040* NAVD 88     -         1.524  (meters)       5.00   (feet)  ADJUSTED  
 DG7040  ___________________________________________________________________
 DG7040  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 DG7040  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 DG7040  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 DG7040
 DG7040  VERT ORDER  -  SECOND    CLASS II
 DG7040
 DG7040.The horizontal coordinates were scaled from a topographic map and have
 DG7040.an estimated accuracy of +/- 6 seconds.
 DG7040
 DG7040.The orthometric height was determined by differential leveling
 DG7040.and adjusted in February 2005.
 DG7040.No vertical observational check was made to the station.
 DG7040
 DG7040.The geoid height was determined by GEOID03.
 DG7040
 DG7040.The dynamic height is computed by dividing the NAVD 88
 DG7040.geopotential number by the normal gravity value computed on the
 DG7040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7040.degrees latitude (g = 980.6199 gals.).
 DG7040
 DG7040.The modeled gravity was interpolated from observed gravity values.
 DG7040
 DG7040;                    North         East    Units  Estimated Accuracy
 DG7040;SPC NC       -   126,090.      848,480.      MT  (+/- 180 meters Scaled)
 DG7040
 DG7040                          SUPERSEDED SURVEY CONTROL
 DG7040
 DG7040.No superseded survey control is available for this station.
 DG7040
 DG7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD731582(NAD 83)
 DG7040_MARKER: DJ = TIDAL STATION DISK
 DG7040_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG7040_SP_SET: PAD
 DG7040_STAMPING: 5875 C 2004
 DG7040_MARK LOGO: NOS   
 DG7040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7040
 DG7040  HISTORY     - Date     Condition        Report By
 DG7040  HISTORY     - 2004     MONUMENTED       NOS
 DG7040  HISTORY     - 20040205 GOOD             NCGS
 DG7040  HISTORY     - 20040205 GOOD             NCGS
 DG7040
 DG7040                          STATION DESCRIPTION
 DG7040
 DG7040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7040'STATION IS LOCATED 3.4 MI (5.5 KM) WEST-SOUTHWEST OF ATLANTIC AND 0.2
 DG7040'MI (0.3 KM) SOUTH OF SEALEVEL. PROCEED ALONG US 70 NORTH AND EAST FOR
 DG7040'24.4 MI (39.3 KM) FROM THE BEAUFORT POST OFFICE ON HIGHWAY 70 TO NC 12
 DG7040'INTERSECTION, CONTINUE ALONG US 70 SOUTHEAST FOR 1.4 MI (2.3 KM) TO SR
 DG7040'1373 (NELSONS NECK ROAD) T-INTERSECTION, THENCE SOUTH ON SR 1373 FOR
 DG7040'1.1 MI (1.8 KM) TO T.A. TAYLOR AND SONS SEAFOOD AND STATION, IN A
 DG7040'CONCRETE PAD AT THE NORTHEAST CORNER OF THE FREEZER BUILDING. MARK IS
 DG7040'ABOUT 3-FT ABOVE THE GROUND LEVEL AND SET FLUSH IN A CONCRETE PAD.
 DG7040'LOCATED 72.2 FT (22.0 M) WEST OF THE CENTERLINE OF SR 1373, 97.5 FT
 DG7040'(29.7 M) NORTH OF THE SOUTHEAST CORNER OF THE FREEZER BUILDING, AND
 DG7040'92.9 FT (28.3 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE
 DG7040'AROUND THE PROPERTY.
 DG7040
 DG7040                          STATION RECOVERY (2004)
 DG7040
 DG7040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7037 ***********************************************************************
 DG7037  DESIGNATION -  865 5875 D TIDAL
 DG7037  PID         -  DG7037
 DG7037  STATE/COUNTY-  NC/CARTERET
 DG7037  USGS QUAD   -  DAVIS (1983)
 DG7037
 DG7037                         *CURRENT SURVEY CONTROL
 DG7037  ___________________________________________________________________
 DG7037* NAD 83(2007)-  34 51 24.97543(N)    076 23 10.20956(W)     ADJUSTED  
 DG7037* NAVD 88     -         0.502  (meters)       1.65   (feet)  ADJUSTED  
 DG7037  ___________________________________________________________________
 DG7037  EPOCH DATE  -        2002.00
 DG7037  X           -   1,233,252.462 (meters)                     COMP
 DG7037  Y           -  -5,092,275.975 (meters)                     COMP
 DG7037  Z           -   3,624,833.310 (meters)                     COMP
 DG7037  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG7037  ELLIP HEIGHT-         -37.256 (meters)          (02/10/07) ADJUSTED
 DG7037  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 DG7037  DYNAMIC HT  -           0.502 (meters)       1.65  (feet)  COMP
 DG7037
 DG7037  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7037  Type    PID    Designation                      North   East  Ellip
 DG7037  -------------------------------------------------------------------
 DG7037  NETWORK DG7037 865 5875 D TIDAL                  1.06   0.88   2.21
 DG7037  -------------------------------------------------------------------
 DG7037  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 DG7037
 DG7037  VERT ORDER  -  SECOND    CLASS II
 DG7037
 DG7037.The horizontal coordinates were established by GPS observations
 DG7037.and adjusted by the National Geodetic Survey in February 2007.
 DG7037
 DG7037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7037.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7037.The horizontal coordinates are valid at the epoch date displayed above.
 DG7037.The epoch date for horizontal control is a decimal equivalence
 DG7037.of Year/Month/Day.
 DG7037
 DG7037.The orthometric height was determined by differential leveling
 DG7037.and adjusted in February 2005.
 DG7037.No vertical observational check was made to the station.
 DG7037
 DG7037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7037
 DG7037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7037
 DG7037.The ellipsoidal height was determined by GPS observations
 DG7037.and is referenced to NAD 83.
 DG7037
 DG7037.The geoid height was determined by GEOID03.
 DG7037
 DG7037.The dynamic height is computed by dividing the NAVD 88
 DG7037.geopotential number by the normal gravity value computed on the
 DG7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7037.degrees latitude (g = 980.6199 gals.).
 DG7037
 DG7037.The modeled gravity was interpolated from observed gravity values.
 DG7037
 DG7037;                    North         East     Units Scale Factor Converg.
 DG7037;SPC NC       -   125,939.499   848,575.163   MT  0.99989619   +1 30 31.1
 DG7037;SPC NC       -   413,186.51  2,784,033.68   sFT  0.99989619   +1 30 31.1
 DG7037;UTM  18      - 3,858,054.327   373,285.674   MT  0.99979790   -0 47 32.4
 DG7037
 DG7037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7037!SPC NC       -   1.00000585  x   0.99989619  =   0.99990204
 DG7037!UTM  18      -   1.00000585  x   0.99979790  =   0.99980375
 DG7037
 DG7037|---------------------------------------------------------------------|
 DG7037| PID    Reference Object                     Distance      Geod. Az  |
 DG7037|                                                           dddmmss.s |
 DG7037| EA0024 SALTER                              298.756 METERS 33347     |
 DG7037|---------------------------------------------------------------------|
 DG7037
 DG7037                          SUPERSEDED SURVEY CONTROL
 DG7037
 DG7037  NAD 83(1986)-  34 51 24.98796(N)    076 23 10.22127(W) AD(       ) 1
 DG7037  NAD 83(2001)-  34 51 24.97601(N)    076 23 10.20889(W) AD(       ) 1
 DG7037  ELLIP H (09/16/04)  -37.251  (m)                       GP(       ) 5 1
 DG7037  NAVD 88 (09/16/04)    0.50   (m)            1.6    (f) LEVELING    3  
 DG7037
 DG7037.Superseded values are not recommended for survey control.
 DG7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7037.See file dsdata.txt to determine how the superseded data were derived.
 DG7037
 DG7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7328658054(NAD 83)
 DG7037_MARKER: DJ = TIDAL STATION DISK
 DG7037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7037_STAMPING: 5875 D 2004
 DG7037_MARK LOGO: NOS   
 DG7037_PROJECTION: FLUSH
 DG7037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7037+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 DG7037_ROD/PIPE-DEPTH: 21.9 meters
 DG7037_SLEEVE-DEPTH  : 1.0 meters
 DG7037
 DG7037  HISTORY     - Date     Condition        Report By
 DG7037  HISTORY     - 2004     MONUMENTED       NOS
 DG7037  HISTORY     - 20040205 GOOD             NCGS
 DG7037  HISTORY     - 20040205 GOOD             NCGS
 DG7037
 DG7037                          STATION DESCRIPTION
 DG7037
 DG7037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7037'STATION IS LOCATED 3.4 MI (5.5 KM) WEST-SOUTHWEST OF ATLANTIC AND 0.2
 DG7037'MI (0.3 KM) SOUTH OF SEALEVEL. PROCEED ALONG US 70 NORTH AND EAST FOR
 DG7037'24.4 MI (39.3 KM) FROM THE BEAUFORT POST OFFICE ON HIGHWAY 70 TO NC 12
 DG7037'INTERSECTION, THENCE SOUTH AND EAST ALONG US 70 1.4 MI (2.3 KM) TO
 DG7037'1373 (NELSONS NECK ROAD)T-INTERSECTION, THENCE SOUTH ON SR 1373 FOR
 DG7037'1.1 MI (1.8 KM) TO A 90 DEGREE CORNER TO LEFT, CONTINUE EAST FOR 0.05
 DG7037'MI (0.08 KM) TO POWER POLE (CK05) AND STATION. MARK IS ABOUT LEVEL
 DG7037'WITH THE CENTERLINE OF SR 1373 AND RECESSED 3-INCHES BELOW THE GROUND.
 DG7037'LOCATED 23.8 FT (7.3 M) NORTH OF THE CENTERLINE OF SR 1373, 2.5 FT
 DG7037'(0.8 M) SOUTH OF POWER POLE (CK05) AND 148.1 FT (45.1 M) EAST OF POWER
 DG7037'POLE (CK04).
 DG7037
 DG7037                          STATION RECOVERY (2004)
 DG7037
 DG7037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7037'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7041 ***********************************************************************
 DG7041  DESIGNATION -  865 5875 E TIDAL
 DG7041  PID         -  DG7041
 DG7041  STATE/COUNTY-  NC/CARTERET
 DG7041  USGS QUAD   -  DAVIS (1983)
 DG7041
 DG7041                         *CURRENT SURVEY CONTROL
 DG7041  ___________________________________________________________________
 DG7041* NAD 83(1986)-  34 51 25.     (N)    076 23 04.     (W)     SCALED    
 DG7041* NAVD 88     -         0.903  (meters)       2.96   (feet)  ADJUSTED  
 DG7041  ___________________________________________________________________
 DG7041  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 DG7041  DYNAMIC HT  -           0.902 (meters)       2.96  (feet)  COMP
 DG7041  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 DG7041
 DG7041  VERT ORDER  -  SECOND    CLASS II
 DG7041
 DG7041.The horizontal coordinates were scaled from a topographic map and have
 DG7041.an estimated accuracy of +/- 6 seconds.
 DG7041
 DG7041.The orthometric height was determined by differential leveling
 DG7041.and adjusted in February 2005.
 DG7041.No vertical observational check was made to the station.
 DG7041
 DG7041.The geoid height was determined by GEOID03.
 DG7041
 DG7041.The dynamic height is computed by dividing the NAVD 88
 DG7041.geopotential number by the normal gravity value computed on the
 DG7041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7041.degrees latitude (g = 980.6199 gals.).
 DG7041
 DG7041.The modeled gravity was interpolated from observed gravity values.
 DG7041
 DG7041;                    North         East    Units  Estimated Accuracy
 DG7041;SPC NC       -   125,940.      848,730.      MT  (+/- 180 meters Scaled)
 DG7041
 DG7041                          SUPERSEDED SURVEY CONTROL
 DG7041
 DG7041.No superseded survey control is available for this station.
 DG7041
 DG7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD734580(NAD 83)
 DG7041_MARKER: DJ = TIDAL STATION DISK
 DG7041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG7041+WITH SETTING: PAVEMENT
 DG7041_SP_SET: SEPTIC TANK FOUNDATION
 DG7041_STAMPING: 5875 E 2004
 DG7041_MARK LOGO: NOS   
 DG7041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7041+STABILITY: SURFACE MOTION
 DG7041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7041+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 DG7041
 DG7041  HISTORY     - Date     Condition        Report By
 DG7041  HISTORY     - 2004     MONUMENTED       NOS
 DG7041  HISTORY     - 20040205 GOOD             NCGS
 DG7041  HISTORY     - 20040205 GOOD             NCGS
 DG7041
 DG7041                          STATION DESCRIPTION
 DG7041
 DG7041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7041'STATION IS LOCATED 3.4 MI (5.5 KM) WEST-SOUTHWEST OF ATLANTIC AND 0.2
 DG7041'MI (0.3 KM) SOUTH OF SEALEVEL. PROCEED ALONG US 70 NORTH AND EAST FOR
 DG7041'24.4 MI (39.3 KM) FROM THE BEAUFORT POST OFFICE ON HIGHWAY 70 TO NC 12
 DG7041'INTERSECTION, THENCE SOUTH AND EAST ALONG US 70 1.4 MI (2.3 KM) TO
 DG7041'1373 (NELSONS NECK ROAD)T-INTERSECTION, THENCE SOUTH ON SR 1373 FOR
 DG7041'1.1 MI (1.8 KM) TO A 90 DEGREE CORNER TO LEFT, CONTINUE EAST 0.2 MI
 DG7041'(0.3 KM) TO CUL-DE-SAC AT END OF ROAD. MARK IS ABOUT 0.5-FT ABOVE THE
 DG7041'CENTERLINE OF SR 1373 AND PROJECTS 1-INCH ABOVE THE GROUND. LOCATED
 DG7041'65.3 FT (19.9 M) EAST OF THE WEST EDGE OF PAVEMENT END OF SR 1373,
 DG7041'26.6 FT (8.1 M) WEST OF EAST EDGE OF THE WATER AND 62.5 FT (19.1 M)
 DG7041'SOUTHEAST OF A POWER POLE (CK10).
 DG7041
 DG7041                          STATION RECOVERY (2004)
 DG7041
 DG7041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 DG7041'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1512 ***********************************************************************
 EA1512  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1512  DESIGNATION -  865 6225 TIDAL 1
 EA1512  PID         -  EA1512
 EA1512  STATE/COUNTY-  NC/CARTERET
 EA1512  USGS QUAD   -  WILLISTON (1983)
 EA1512
 EA1512                         *CURRENT SURVEY CONTROL
 EA1512  ___________________________________________________________________
 EA1512* NAD 83(1986)-  34 47 22.     (N)    076 36 31.     (W)     SCALED    
 EA1512* NAVD 88     -         2.835  (meters)       9.30   (feet)  ADJUSTED  
 EA1512  ___________________________________________________________________
 EA1512  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1512  DYNAMIC HT  -           2.832 (meters)       9.29  (feet)  COMP
 EA1512  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 EA1512
 EA1512  VERT ORDER  -  SECOND    CLASS II
 EA1512
 EA1512.The horizontal coordinates were scaled from a topographic map and have
 EA1512.an estimated accuracy of +/- 6 seconds.
 EA1512
 EA1512.The orthometric height was determined by differential leveling
 EA1512.and adjusted in June 1991.
 EA1512
 EA1512.This Tidal Bench Mark is designated as VM 14903
 EA1512.by the Center for Operational Oceanographic Products and Services.
 EA1512
 EA1512.The geoid height was determined by GEOID03.
 EA1512
 EA1512.The dynamic height is computed by dividing the NAVD 88
 EA1512.geopotential number by the normal gravity value computed on the
 EA1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1512.degrees latitude (g = 980.6199 gals.).
 EA1512
 EA1512.The modeled gravity was interpolated from observed gravity values.
 EA1512
 EA1512;                    North         East    Units  Estimated Accuracy
 EA1512;SPC NC       -   117,940.      828,420.      MT  (+/- 180 meters Scaled)
 EA1512
 EA1512                          SUPERSEDED SURVEY CONTROL
 EA1512
 EA1512.No superseded survey control is available for this station.
 EA1512
 EA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD528508(NAD 83)
 EA1512_MARKER: DJ = TIDAL STATION DISK
 EA1512_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EA1512_SP_SET: ABUTMENT
 EA1512_STAMPING: NO 1 1973
 EA1512_MARK LOGO: NOS   
 EA1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1512+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 EA1512
 EA1512  HISTORY     - Date     Condition        Report By
 EA1512  HISTORY     - 1973     MONUMENTED       NOS
 EA1512  HISTORY     - 1982     GOOD             NCGS
 EA1512  HISTORY     - 20030203 GOOD             USPSQD
 EA1512  HISTORY     - 20040516 GOOD             USPSQD
 EA1512  HISTORY     - 20051031 GOOD             USPSQD
 EA1512
 EA1512                          STATION DESCRIPTION
 EA1512
 EA1512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1512'5.7 MI NE FROM BEAUFORT.
 EA1512'AT THE EAST END OF US 70 BRIDGE OVER NORTH RIVER IN NORTH END OF THE
 EA1512'EAST ABUTMENT, 19.0 FEET NORTH OF CENTERLINE OF HIGHWAY AND 2.5 FEET
 EA1512'SOUTH OF NORTH END OF ABUTMENT.
 EA1512'THE MARK IS 1.0 FT ABOVE ROAD.
 EA1512
 EA1512                          STATION RECOVERY (2003)
 EA1512
 EA1512'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1512'RECOVERED IN GOOD CONDITION.
 EA1512
 EA1512                          STATION RECOVERY (2004)
 EA1512
 EA1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1512'RECOVERED IN GOOD CONDITION.
 EA1512
 EA1512                          STATION RECOVERY (2005)
 EA1512
 EA1512'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9285 ***********************************************************************
 DJ9285  DESIGNATION -  865 6306 B TIDAL
 DJ9285  PID         -  DJ9285
 DJ9285  STATE/COUNTY-  NC/CARTERET
 DJ9285  USGS QUAD   -  CORE CREEK (1994)
 DJ9285
 DJ9285                         *CURRENT SURVEY CONTROL
 DJ9285  ___________________________________________________________________
 DJ9285* NAD 83(2007)-  34 46 05.96838(N)    076 40 15.29189(W)     ADJUSTED  
 DJ9285* NAVD 88     -         1.86   (meters)       6.1    (feet)  LEVELING  
 DJ9285  ___________________________________________________________________
 DJ9285  EPOCH DATE  -        2002.00
 DJ9285  X           -   1,209,224.202 (meters)                     COMP
 DJ9285  Y           -  -5,103,804.260 (meters)                     COMP
 DJ9285  Z           -   3,616,763.228 (meters)                     COMP
 DJ9285  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DJ9285  ELLIP HEIGHT-         -35.634 (meters)          (06/21/07) ADJUSTED
 DJ9285  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 DJ9285  HORZ ORDER  -  FIRST
 DJ9285  VERT ORDER  -  THIRD ?
 DJ9285  ELLP ORDER  -  FOURTH    CLASS II
 DJ9285
 DJ9285.The horizontal coordinates were established by GPS observations
 DJ9285.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9285
 DJ9285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9285.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9285.The epoch date for horizontal control is a decimal equivalence
 DJ9285.of Year/Month/Day.
 DJ9285
 DJ9285.The orthometric height was determined by differential leveling.
 DJ9285.The vertical network tie was performed by a horz. field party for horz.
 DJ9285.obs reductions. Reset procedures were used to establish the elevation.
 DJ9285
 DJ9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9285
 DJ9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9285
 DJ9285.The ellipsoidal height was determined by GPS observations
 DJ9285.and is referenced to NAD 83.
 DJ9285
 DJ9285.The geoid height was determined by GEOID03.
 DJ9285
 DJ9285;                    North         East     Units Scale Factor Converg.
 DJ9285;SPC NC       -   115,464.548   822,777.525   MT  0.99990795   +1 20 39.4
 DJ9285;SPC NC       -   378,819.94  2,699,395.93   sFT  0.99990795   +1 20 39.4
 DJ9285;UTM  18      - 3,848,623.322   347,090.150   MT  0.99988818   -0 57 10.9
 DJ9285
 DJ9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9285!SPC NC       -   1.00000559  x   0.99990795  =   0.99991354
 DJ9285!UTM  18      -   1.00000559  x   0.99988818  =   0.99989377
 DJ9285
 DJ9285                          SUPERSEDED SURVEY CONTROL
 DJ9285
 DJ9285.No superseded survey control is available for this station.
 DJ9285
 DJ9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4709048623(NAD 83)
 DJ9285_MARKER: DB = BENCH MARK DISK
 DJ9285_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ9285+WITH SETTING: PAVEMENT
 DJ9285_SP_SET: DISK SET IN CONCRETE PAD
 DJ9285_STAMPING: 6306 B 1996
 DJ9285_MARK LOGO: NOS   
 DJ9285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9285+STABILITY: SURFACE MOTION
 DJ9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9285+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 DJ9285
 DJ9285  HISTORY     - Date     Condition        Report By
 DJ9285  HISTORY     - 1996     MONUMENTED       NOS
 DJ9285  HISTORY     - 20040711 GOOD             NCGS
 DJ9285
 DJ9285                          STATION DESCRIPTION
 DJ9285
 DJ9285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DJ9285'THE STATION IS LOCATED ABOUT 15.2 MI (24.46 KM) EAST-SOUTHEAST OF
 DJ9285'HAVELOCK, 4.2 MI (6.76 KM) NORTHEAST OF MOREHEAD CITY AND 3.6 MI (5.79
 DJ9285'KM) NORTH OF BEAUFORT.
 DJ9285' 
 DJ9285'TO REACH FROM THE INTERSECTION OF US 70 AND NC 101, IN BEAUFORT, HEAD
 DJ9285'NORTH FOR 3.65 MI (5.87 KM) ALONG NC 101 TO SR 1168 (WRIGHT FARM RD)
 DJ9285'THENCE WEST FOR 0.3 MI (0.48 KM) ALONG SR 1168 TO SR 1165 (RUSSELL'S
 DJ9285'CREEK RD), HEAD SOUTH ALONG SR 1165 FOR 0.05 MI (0.08 KM) TO SR 1673
 DJ9285'(COMET DR), THENCE WEST FOR 0.05 MI (0.08 KM) TO DEERFIELD DRIVE, HEAD
 DJ9285'SOUTH ALONG DEERFIELD DRIVE FOR 0.15 MI (0.24 KM) TO ISLAND DRIVE,
 DJ9285'HEAD EAST FOR 0.05 MI (0.08 KM) ALONG ISLAND DRIVE TO STATION, SET IN
 DJ9285'THE WEST CORNER OF SWIMMING POOLS CONCRETE PAD.
 DJ9285' 
 DJ9285'LOCATED ABOUT 38 FT (11.6 M) SOUTHEAST OF THE CENTERLINE OF ASPHALT
 DJ9285'DRIVE, 1.5 FT (0.5 M) EAST OF THE WEST CORNER OF CONCRETE PAD, 3.4 FT
 DJ9285'(1.0 M) SOUTHEAST OF A 6X6 IN WOOD LIGHT POST, 6.0 FT (1.8 M)
 DJ9285'NORTHEAST OF THE WOODEN FENCE, AND 11.8 FT (3.6 M) SOUTHEAST OF THE
 DJ9285'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0316 ***********************************************************************
 EA0316  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0316  DESIGNATION -  865 6394 TIDAL 2
 EA0316  PID         -  EA0316
 EA0316  STATE/COUNTY-  NC/ONSLOW
 EA0316  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA0316
 EA0316                         *CURRENT SURVEY CONTROL
 EA0316  ___________________________________________________________________
 EA0316* NAD 83(1986)-  34 44 52.     (N)    077 26 02.     (W)     SCALED    
 EA0316* NAVD 88     -         4.010  (meters)      13.16   (feet)  ADJUSTED  
 EA0316  ___________________________________________________________________
 EA0316  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EA0316  DYNAMIC HT  -           4.007 (meters)      13.15  (feet)  COMP
 EA0316  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 EA0316
 EA0316  VERT ORDER  -  FIRST     CLASS I
 EA0316
 EA0316.The horizontal coordinates were scaled from a topographic map and have
 EA0316.an estimated accuracy of +/- 6 seconds.
 EA0316
 EA0316.The orthometric height was determined by differential leveling
 EA0316.and adjusted in June 1991.
 EA0316
 EA0316.This Tidal Bench Mark is designated as VM 3559
 EA0316.by the Center for Operational Oceanographic Products and Services.
 EA0316
 EA0316.The geoid height was determined by GEOID03.
 EA0316
 EA0316.The dynamic height is computed by dividing the NAVD 88
 EA0316.geopotential number by the normal gravity value computed on the
 EA0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0316.degrees latitude (g = 980.6199 gals.).
 EA0316
 EA0316.The modeled gravity was interpolated from observed gravity values.
 EA0316
 EA0316;                    North         East    Units  Estimated Accuracy
 EA0316;SPC NC       -   111,820.      752,990.      MT  (+/- 180 meters Scaled)
 EA0316
 EA0316                          SUPERSEDED SURVEY CONTROL
 EA0316
 EA0316.No superseded survey control is available for this station.
 EA0316
 EA0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD772477(NAD 83)
 EA0316_MARKER: DJ = TIDAL STATION DISK
 EA0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0316_SP_SET: WATERTANK FOOTING
 EA0316_STAMPING: NO 2 1953
 EA0316_MARK LOGO: NOS   
 EA0316_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0316+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998
 EA0316
 EA0316  HISTORY     - Date     Condition        Report By
 EA0316  HISTORY     - 1953     MONUMENTED       CGS
 EA0316  HISTORY     - 1963     GOOD             NGS
 EA0316  HISTORY     - 1973     GOOD             NGS
 EA0316  HISTORY     - 1979     GOOD             NCGS
 EA0316  HISTORY     - 19980112 GOOD             NCGS
 EA0316
 EA0316                          STATION DESCRIPTION
 EA0316
 EA0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0316'AT JACKSONVILLE.
 EA0316'AT JACKSONVILLE, ABOUT 0.2 MILE SOUTHWEST ALONG THE ATLANTIC COAST
 EA0316'LINE RAILROAD FROM THE STATION, AT A FENCED IN AREA FOR THE
 EA0316'CITY WATER TANK, 56 FEET NORTHWEST OF THE CENTER LINE OF RAILROAD
 EA0316'STREET, 21 FEET NORTHEAST OF A GATE IN FENCE AROUND WATER TANK,
 EA0316'IN TOP OF THE SOUTHEAST CORNER OF FOUNDATION FOR THE MOST
 EA0316'SOUTHEASTERLY ONE OF EIGHT LEGS SUPPORTING THE WATER TANK,
 EA0316'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 EA0316
 EA0316                          STATION RECOVERY (1973)
 EA0316
 EA0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EA0316'RECOVERED IN GOOD CONDITION.
 EA0316
 EA0316                          STATION RECOVERY (1979)
 EA0316
 EA0316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0316'0.3 MILE SOUTHWEST OF THE COURTHOUSE IN JACKSONVILLE, 0.15 MILE
 EA0316'SOUTHWEST OF THE RAILROAD STATION AND APPROXIMATELY 150 FEET WEST
 EA0316'OF INTERSECTION OF WEST RAILROAD STREET WITH MILL STREET, IN FENCED
 EA0316'IN AREA AROUND CITY WATER TANK, SET IN TOP OF THE SOUTHEAST CORNER
 EA0316'OF FOUNDATION FOR THE MOST SOUTHEAST ONE OF EIGHT LEGS SUPPORTING
 EA0316'WATER TANK, 56.0 FEET NORTHWEST OF CENTERLINE OF WEST RAILROAD
 EA0316'STREET AND 21.0 FEET NORTHEAST OF GATE.
 EA0316'THE MARK IS 1 FT ABOVE STREET.
 EA0316
 EA0316                          STATION RECOVERY (1998)
 EA0316
 EA0316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EA0316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1758 ***********************************************************************
 AJ1758  DESIGNATION -  865 6394 TIDAL 4
 AJ1758  PID         -  AJ1758
 AJ1758  STATE/COUNTY-  NC/ONSLOW
 AJ1758  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 AJ1758
 AJ1758                         *CURRENT SURVEY CONTROL
 AJ1758  ___________________________________________________________________
 AJ1758* NAD 83(1986)-  34 44 53.     (N)    077 26 01.     (W)     SCALED    
 AJ1758* NAVD 88     -         4.213  (meters)      13.82   (feet)  ADJUSTED  
 AJ1758  ___________________________________________________________________
 AJ1758  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AJ1758  DYNAMIC HT  -           4.209 (meters)      13.81  (feet)  COMP
 AJ1758  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 AJ1758
 AJ1758  VERT ORDER  -  SECOND    CLASS I
 AJ1758
 AJ1758.The horizontal coordinates were scaled from a topographic map and have
 AJ1758.an estimated accuracy of +/- 6 seconds.
 AJ1758
 AJ1758.The orthometric height was determined by differential leveling
 AJ1758.and adjusted in April 2001.
 AJ1758.No vertical observational check was made to the station.
 AJ1758
 AJ1758.The geoid height was determined by GEOID03.
 AJ1758
 AJ1758.The dynamic height is computed by dividing the NAVD 88
 AJ1758.geopotential number by the normal gravity value computed on the
 AJ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1758.degrees latitude (g = 980.6199 gals.).
 AJ1758
 AJ1758.The modeled gravity was interpolated from observed gravity values.
 AJ1758
 AJ1758;                    North         East    Units  Estimated Accuracy
 AJ1758;SPC NC       -   111,850.      753,010.      MT  (+/- 180 meters Scaled)
 AJ1758
 AJ1758                          SUPERSEDED SURVEY CONTROL
 AJ1758
 AJ1758.No superseded survey control is available for this station.
 AJ1758
 AJ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD772478(NAD 83)
 AJ1758_MARKER: DJ = TIDAL STATION DISK
 AJ1758_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ1758_SP_SET: LOW WALL
 AJ1758_STAMPING: NO 4 1974
 AJ1758_MARK LOGO: NOS   
 AJ1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1758+STABILITY: SURFACE MOTION
 AJ1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1758+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1998
 AJ1758
 AJ1758  HISTORY     - Date     Condition        Report By
 AJ1758  HISTORY     - 1974     MONUMENTED       NOS
 AJ1758  HISTORY     - 19980114 GOOD             NCGS
 AJ1758  HISTORY     - 20070416 GOOD             NGS
 AJ1758
 AJ1758                          STATION DESCRIPTION
 AJ1758
 AJ1758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ1758'STATION IS IN JACKSONVILLE AT THE CITY WATER PLANT.  SET IN THE TOP OF
 AJ1758'A LOW CONCRETE WALL, WHICH IS 18-INCHES WIDE, AT THE EASTERN CORNER OF
 AJ1758'THE WATER PLANT LOT, AT THE WESTERN END OF WEST RAILROAD ST.  MARK IS
 AJ1758'ABOUT 1-FOOT HIGHER THAN WEST RAILROAD ST AND FLUSH WITH THE TOP OF
 AJ1758'CONCRETE WALL.  LOCATED 30.0 FT (9.1 M) WEST-NORTHWEST OF THE
 AJ1758'CENTERLINE OF WEST RAILROAD ST, 98.O FT WEST-SOUTHWEST OF THE
 AJ1758'CENTERLINE OF WANTLAND ST, 13.6 FT (4.1 M) SOUTH-SOUTHEAST OF A METAL
 AJ1758'FENCE CORNER, 128.8 FT (39.3 M) EAST-NORTHEAST OF NOS TIDAL NO 6 1974,
 AJ1758'AND 54.0 FT (16.5 M) EAST OF NOS TIDAL STATION NO 2 1953.
 AJ1758
 AJ1758                          STATION RECOVERY (2007)
 AJ1758
 AJ1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 AJ1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1757 ***********************************************************************
 AJ1757  DESIGNATION -  865 6394 TIDAL 6
 AJ1757  PID         -  AJ1757
 AJ1757  STATE/COUNTY-  NC/ONSLOW
 AJ1757  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 AJ1757
 AJ1757                         *CURRENT SURVEY CONTROL
 AJ1757  ___________________________________________________________________
 AJ1757* NAD 83(1986)-  34 44 51.     (N)    077 26 02.     (W)     SCALED    
 AJ1757* NAVD 88     -         3.795  (meters)      12.45   (feet)  ADJUSTED  
 AJ1757  ___________________________________________________________________
 AJ1757  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AJ1757  DYNAMIC HT  -           3.792 (meters)      12.44  (feet)  COMP
 AJ1757  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 AJ1757
 AJ1757  VERT ORDER  -  SECOND    CLASS I
 AJ1757
 AJ1757.The horizontal coordinates were scaled from a topographic map and have
 AJ1757.an estimated accuracy of +/- 6 seconds.
 AJ1757
 AJ1757.The orthometric height was determined by differential leveling
 AJ1757.and adjusted in April 2001.
 AJ1757
 AJ1757.The geoid height was determined by GEOID03.
 AJ1757
 AJ1757.The dynamic height is computed by dividing the NAVD 88
 AJ1757.geopotential number by the normal gravity value computed on the
 AJ1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1757.degrees latitude (g = 980.6199 gals.).
 AJ1757
 AJ1757.The modeled gravity was interpolated from observed gravity values.
 AJ1757
 AJ1757;                    North         East    Units  Estimated Accuracy
 AJ1757;SPC NC       -   111,790.      752,990.      MT  (+/- 180 meters Scaled)
 AJ1757
 AJ1757                          SUPERSEDED SURVEY CONTROL
 AJ1757
 AJ1757.No superseded survey control is available for this station.
 AJ1757
 AJ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD772477(NAD 83)
 AJ1757_MARKER: DJ = TIDAL STATION DISK
 AJ1757_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1757_SP_SET: STEP
 AJ1757_STAMPING: NO 6 1974
 AJ1757_MARK LOGO: NOS   
 AJ1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1757+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 AJ1757
 AJ1757  HISTORY     - Date     Condition        Report By
 AJ1757  HISTORY     - 1974     MONUMENTED       NOS
 AJ1757  HISTORY     - 19980114 GOOD             NCGS
 AJ1757  HISTORY     - 20040821 GOOD             GEOCAC
 AJ1757  HISTORY     - 20070416 GOOD             NGS
 AJ1757
 AJ1757                          STATION DESCRIPTION
 AJ1757
 AJ1757'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ1757'STATION IS IN JACKSONVILLE AT THE CITY WATER PLANT.  MARK IS SET IN
 AJ1757'THE TOP OF THE WESTERN END OF THE FIRST CONCRETE STEP AT THE MAIN
 AJ1757'ENTRANCE TO THE WATER PLANT, WHICH IS AT THE WESTERN END OF WEST
 AJ1757'RAILROAD ST.  MARK IS ABOUT 1-FOOT HIGHER THAN WEST RAILROAD ST AND
 AJ1757'FLUSH WITH THE TOP OF STEP.  LOCATED 18.0 FT (5.5 M) WEST-NORTHWEST OF
 AJ1757'THE BACK OF CURB, 0.45 FT (13.72 CM) EAST-NORTHEAST OF THE WESTERN END
 AJ1757'OF THE STEP, 29.5 FT (9.0 M) NORTHEAST OF A MANHOLE, 17.0 FT (5.2 M)
 AJ1757'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 128.8 FT (39.3 M)
 AJ1757'WEST-SOUTHWEST OF NOS TIDAL NO 4 1974.
 AJ1757
 AJ1757                          STATION RECOVERY (2004)
 AJ1757
 AJ1757'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 AJ1757'GPS COORDINATES ARE 34 44 51.3(N) 77 26 07.6(W) (NAD 83)
 AJ1757
 AJ1757                          STATION RECOVERY (2007)
 AJ1757
 AJ1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 AJ1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1418 ***********************************************************************
 EA1418  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1418  DESIGNATION -  865 6467 F TIDAL
 EA1418  PID         -  EA1418
 EA1418  STATE/COUNTY-  NC/CARTERET
 EA1418  USGS QUAD   -  MANSFIELD (1994)
 EA1418
 EA1418                         *CURRENT SURVEY CONTROL
 EA1418  ___________________________________________________________________
 EA1418* NAD 83(2001)-  34 44 02.15705(N)    076 48 18.88763(W)     ADJUSTED  
 EA1418* NAVD 88     -         5.782  (meters)      18.97   (feet)  ADJUSTED  
 EA1418  ___________________________________________________________________
 EA1418  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA1418  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA1418  DYNAMIC HT  -           5.776 (meters)      18.95  (feet)  COMP
 EA1418  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 EA1418
 EA1418  HORZ ORDER  -  THIRD
 EA1418  VERT ORDER  -  SECOND    CLASS II
 EA1418
 EA1418.The horizontal coordinates were established by classical geodetic methods
 EA1418.and adjusted by the National Geodetic Survey in August 2005.
 EA1418
 EA1418.The orthometric height was determined by differential leveling
 EA1418.and adjusted in June 1991.
 EA1418
 EA1418.This Tidal Bench Mark is designated as VM 14952
 EA1418.by the Center for Operational Oceanographic Products and Services.
 EA1418
 EA1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1418
 EA1418.The geoid height was determined by GEOID03.
 EA1418
 EA1418.The dynamic height is computed by dividing the NAVD 88
 EA1418.geopotential number by the normal gravity value computed on the
 EA1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1418.degrees latitude (g = 980.6199 gals.).
 EA1418
 EA1418.The modeled gravity was interpolated from observed gravity values.
 EA1418
 EA1418;                    North         East     Units Scale Factor Converg.
 EA1418;SPC NC       -   111,370.353   810,568.788   MT  0.99991316   +1 16 00.3
 EA1418;SPC NC       -   365,387.57  2,659,341.10   sFT  0.99991316   +1 16 00.3
 EA1418;UTM  18      - 3,845,021.612   334,727.145   MT  0.99993667   -1 01 43.7
 EA1418
 EA1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1418!SPC NC       -   1.00000497  x   0.99991316  =   0.99991813
 EA1418!UTM  18      -   1.00000497  x   0.99993667  =   0.99994164
 EA1418
 EA1418                          SUPERSEDED SURVEY CONTROL
 EA1418
 EA1418  NAD 83(1986)-  34 44 02.16750(N)    076 48 18.89631(W) AD(       ) 4
 EA1418  NAVD 88 (04/01/97)    5.78   (m)           19.0    (f) LEVELING    3  
 EA1418
 EA1418.Superseded values are not recommended for survey control.
 EA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1418.See file dsdata.txt to determine how the superseded data were derived.
 EA1418
 EA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3472745022(NAD 83)
 EA1418_MARKER: DJ = TIDAL STATION DISK
 EA1418_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 EA1418_SP_SET: UNSPECIFIED DEEP
 EA1418_STAMPING: 6467 F 1978
 EA1418_MARK LOGO: NOS   
 EA1418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1418+STABILITY: SURFACE MOTION
 EA1418
 EA1418  HISTORY     - Date     Condition        Report By
 EA1418  HISTORY     - 1978     MONUMENTED       NOS
 EA1418  HISTORY     - 1981     GOOD             NCGS
 EA1418  HISTORY     - 19820101 GOOD             NCGS
 EA1418
 EA1418                          STATION DESCRIPTION
 EA1418
 EA1418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1418'5.1 MI WNW FROM MOREHEAD CITY.
 EA1418'0.55 MILE WEST ALONG NC 24 FROM INTERSECTION WITH US 70 WEST OF
 EA1418'MOREHEAD CITY, ON SOUTH SIDE OF HIGHWAY, AT A TELEPHONE POLE ON EAST
 EA1418'SIDE OF A WOODS TRAIL, 37.2 FEET SOUTH OF CENTERLINE OF HIGHWAY, 44.5
 EA1418'FEET EAST OF CENTERLINE OF WOODS TRAIL, 4.8 FEET SOUTH OF TELEPHONE
 EA1418'POLE (28) WITH WITNESS SIGN AND 84.7 FEET EAST OF NCGS PENNY.  THE
 EA1418'DISK IS ON TOP OF A ROD DRIVEN INTO THE GROUND WITHIN AN ENCASEMENT
 EA1418'AFIXED IN CONCRETE.
 EA1418'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1418
 EA1418                          STATION RECOVERY (1982)
 EA1418
 EA1418'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1418'RECOVERED AS DESCRIBED.$MARK IS 0.55 MI (0.89 KM) WEST ALONG NC 24
 EA1418'FROM US 70 (WEST OF MOREHEAD CITY), ON THE SOUTH SIDE OF THE HIGHWAY,
 EA1418'ON THE EAST SIDE OF A WOODS TRAIL. LOCATED 37.2 FT (11.3 M) SOUTH OF
 EA1418'THE CENTERLINE OF THE HIGHWAY, 44.5 FT (13.6 M) EAST OF THE CENTER OF
 EA1418'A WOODS TRAIL, 4.8 FT (1.5 M) SOUTH OF A TELEPHONE POLE WITH A
 EA1418'REFERENCE TAG, AND 84.7 FT (25.8 M) EAST OF NCGS--PENNEY--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE7961 ***********************************************************************
 DE7961  CBN         -  This is a Cooperative Base Network Control Station.
 DE7961  DESIGNATION -  865 6483 E TIDAL
 DE7961  PID         -  DE7961
 DE7961  STATE/COUNTY-  NC/CARTERET
 DE7961  USGS QUAD   -  BEAUFORT (1987)
 DE7961
 DE7961                         *CURRENT SURVEY CONTROL
 DE7961  ___________________________________________________________________
 DE7961* NAD 83(2007)-  34 43 20.06344(N)    076 40 24.66994(W)     ADJUSTED  
 DE7961* NAVD 88     -         1.15   (meters)       3.8    (feet)  LEVELING  
 DE7961  ___________________________________________________________________
 DE7961  EPOCH DATE  -        2002.00
 DE7961  X           -   1,209,663.631 (meters)                     COMP
 DE7961  Y           -  -5,106,693.945 (meters)                     COMP
 DE7961  Z           -   3,612,561.995 (meters)                     COMP
 DE7961  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DE7961  ELLIP HEIGHT-         -36.317 (meters)          (02/10/07) ADJUSTED
 DE7961  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 DE7961
 DE7961  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE7961  Type    PID    Designation                      North   East  Ellip
 DE7961  -------------------------------------------------------------------
 DE7961  NETWORK DE7961 865 6483 E TIDAL                  0.53   0.43   1.35
 DE7961  -------------------------------------------------------------------
 DE7961  VERT ORDER  -  THIRD ?
 DE7961
 DE7961.The horizontal coordinates were established by GPS observations
 DE7961.and adjusted by the National Geodetic Survey in February 2007.
 DE7961
 DE7961.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE7961.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE7961.The horizontal coordinates are valid at the epoch date displayed above.
 DE7961.The epoch date for horizontal control is a decimal equivalence
 DE7961.of Year/Month/Day.
 DE7961
 DE7961.The orthometric height was determined by differential leveling.
 DE7961.The vertical network tie was performed by a horz. field party for horz.
 DE7961.obs reductions. Reset procedures were used to establish the elevation.
 DE7961
 DE7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7961
 DE7961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7961
 DE7961.The ellipsoidal height was determined by GPS observations
 DE7961.and is referenced to NAD 83.
 DE7961
 DE7961.The geoid height was determined by GEOID03.
 DE7961
 DE7961;                    North         East     Units Scale Factor Converg.
 DE7961;SPC NC       -   110,348.364   822,658.930   MT  0.99991501   +1 20 34.0
 DE7961;SPC NC       -   362,034.59  2,699,006.84   sFT  0.99991501   +1 20 34.0
 DE7961;UTM  18      - 3,843,516.117   346,766.625   MT  0.99988941   -0 57 12.3
 DE7961
 DE7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7961!SPC NC       -   1.00000570  x   0.99991501  =   0.99992071
 DE7961!UTM  18      -   1.00000570  x   0.99988941  =   0.99989511
 DE7961
 DE7961                          SUPERSEDED SURVEY CONTROL
 DE7961
 DE7961  NAD 83(2001)-  34 43 20.06379(N)    076 40 24.66907(W) AD(       ) A
 DE7961  ELLIP H (09/24/02)  -36.314  (m)                       GP(       ) 4 1
 DE7961
 DE7961.Superseded values are not recommended for survey control.
 DE7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7961.See file dsdata.txt to determine how the superseded data were derived.
 DE7961
 DE7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4676743516(NAD 83)
 DE7961_MARKER: F = FLANGE-ENCASED ROD
 DE7961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE7961_STAMPING: 6483 E 1998
 DE7961_MARK LOGO: NOS   
 DE7961_PROJECTION: RECESSED 15 CENTIMETERS
 DE7961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7961+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 DE7961_ROD/PIPE-DEPTH: 21.3 meters
 DE7961_SLEEVE-DEPTH  : 0.45 meters
 DE7961
 DE7961  HISTORY     - Date     Condition        Report By
 DE7961  HISTORY     - 1998     MONUMENTED       NOS
 DE7961  HISTORY     - 20041110 GOOD             NCGS
 DE7961  HISTORY     - 20070115 GOOD             NCGS
 DE7961
 DE7961                          STATION DESCRIPTION
 DE7961
 DE7961'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (RDJ)
 DE7961'STATION IS LOCATED IN BEAUFORT, AT THE ENTRANCE TO PIVERS ISLAND AND
 DE7961'DUKE MARINE LAB
 DE7961'COMPLEX. ALONG US 70 FOR 0.1 MI (0.2 KM) WEST FROM THE WEST END OF THE
 DE7961'GRAYDEN PAUL
 DE7961'BRIDGE (GALLANTS CHANNEL DRAWBRIDGE) TO TRAFFIC ISLAND AND PIVERS
 DE7961'ISLAND ROAD, AND THE
 DE7961'STATION, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. MARK IS ABOUT
 DE7961'1-FOOT LOWER
 DE7961'THAN RAILROAD TRACK AND IS RECESSED 6-INCHES. LOCATED 71.7 FT (21.9 M)
 DE7961'EAST OF THE
 DE7961'CENTERLINE OF TRAFFIC ISLAND IN PIVERS ISLAND ROAD, 62.7 FT (19.1 M)
 DE7961'SOUTH OF THE SOUTH EDGE
 DE7961'OF EASTBOUND LANES, 22.5 FT (6.9 M) NORTH OF THE NORTH RAIL OF
 DE7961'RAILROAD TRACK, 55.7 FT (17.0
 DE7961'M) NORTH OF CENTERLINE OF OLD CAUSEWAY ROAD, AND 30.2 FT (9.2 M)
 DE7961'SOUTHEAST OF A LARGE
 DE7961'RAILROAD IRON PROJECTING 5-FEET.
 DE7961' 
 DE7961'
 DE7961
 DE7961                          STATION RECOVERY (2004)
 DE7961
 DE7961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE7961'THE STATION IS LOCATED ABOUT 2.5 MI (4.02 KM) EAST OF MOREHEAD CITY
 DE7961'AND 0.8 MI (1.29 KM) WEST-NORTHWEST OF BEAUFORT, AT THE DUKE MARINE
 DE7961'LAB.
 DE7961' 
 DE7961'PROCEED ALONG US 70 FOR 0.2 MI (0.32 KM) WEST FROM THE WEST END OF
 DE7961'BRIDGE OVER BEAUFORT INLET TO PIVERS ISLAND ROAD, INTRANCE TO DUKE
 DE7961'MARINE LAB AND THE NATIONAL OCEANIC AND ATMOSPHERICAL ADMINISTRATION,
 DE7961'AND THE STATION IN THE SOUTHEAST QUADRANT.
 DE7961' 
 DE7961'MARK IS ABOUT 2 FT (0.6 M) LOWER THAN US 70 AND RECESSED 3
 DE7961'INCHES.STATION IS A STAINLESS STEEL ROD INCASED IN A 5 INCH (13 CM)
 DE7961'PVC PIPE WITH AN ALUMINUM ACCESS COVER.  LOCATED 22.3 FT (6.8 M) NORTH
 DE7961'OF THE NORTH RAIL OF RAILROAD TRACKS, AND 71.3 FT (21.7 M) EAST OF THE
 DE7961'CENTERLINE OF PIVERS ISLAND ROAD.
 DE7961
 DE7961                          STATION RECOVERY (2007)
 DE7961
 DE7961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (RJC)
 DE7961'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3076 ***********************************************************************
 EA3076  TIDAL BM    -  This is a Tidal Bench Mark.
 EA3076  DESIGNATION -  865 6483 TIDAL 12
 EA3076  PID         -  EA3076
 EA3076  STATE/COUNTY-  NC/CARTERET
 EA3076  USGS QUAD   -  BEAUFORT (1987)
 EA3076
 EA3076                         *CURRENT SURVEY CONTROL
 EA3076  ___________________________________________________________________
 EA3076* NAD 83(2007)-  34 43 02.07971(N)    076 40 19.30892(W)     ADJUSTED  
 EA3076* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 EA3076  ___________________________________________________________________
 EA3076  EPOCH DATE  -        2002.00
 EA3076  X           -   1,209,869.324 (meters)                     COMP
 EA3076  Y           -  -5,106,970.495 (meters)                     COMP
 EA3076  Z           -   3,612,107.104 (meters)                     COMP
 EA3076  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EA3076  ELLIP HEIGHT-         -35.245 (meters)          (02/10/07) ADJUSTED
 EA3076  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA3076
 EA3076  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3076  Type    PID    Designation                      North   East  Ellip
 EA3076  -------------------------------------------------------------------
 EA3076  NETWORK EA3076 865 6483 TIDAL 12                 0.39   0.37   1.10
 EA3076  -------------------------------------------------------------------
 EA3076
 EA3076.The horizontal coordinates were established by GPS observations
 EA3076.and adjusted by the National Geodetic Survey in February 2007.
 EA3076
 EA3076.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3076.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3076.The horizontal coordinates are valid at the epoch date displayed above.
 EA3076.The epoch date for horizontal control is a decimal equivalence
 EA3076.of Year/Month/Day.
 EA3076
 EA3076.The orthometric height was determined by GPS observations and a
 EA3076.high-resolution geoid model.
 EA3076
 EA3076.This Tidal Bench Mark is designated as VM 543
 EA3076.by the Center for Operational Oceanographic Products and Services.
 EA3076
 EA3076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3076
 EA3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3076
 EA3076.The ellipsoidal height was determined by GPS observations
 EA3076.and is referenced to NAD 83.
 EA3076
 EA3076.The geoid height was determined by GEOID03.
 EA3076
 EA3076;                    North         East     Units Scale Factor Converg.
 EA3076;SPC NC       -   109,797.585   822,808.276   MT  0.99991581   +1 20 37.1
 EA3076;SPC NC       -   360,227.58  2,699,496.82   sFT  0.99991581   +1 20 37.1
 EA3076;UTM  18      - 3,842,959.811   346,893.781   MT  0.99988893   -0 57 08.8
 EA3076
 EA3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3076!SPC NC       -   1.00000553  x   0.99991581  =   0.99992134
 EA3076!UTM  18      -   1.00000553  x   0.99988893  =   0.99989446
 EA3076
 EA3076                          SUPERSEDED SURVEY CONTROL
 EA3076
 EA3076  NAD 83(2001)-  34 43 02.07999(N)    076 40 19.30822(W) AD(       ) 1
 EA3076  ELLIP H (03/13/03)  -35.245  (m)                       GP(       ) 4 2
 EA3076  NAD 83(1986)-  34 43 02.09015(N)    076 40 19.31597(W) AD(       ) 1
 EA3076  NAD 83(1986)-  34 43 02.09015(N)    076 40 19.31597(W) AD(       ) 3
 EA3076  NAD 27      -  34 43 01.50846(N)    076 40 20.56719(W) AD(       ) 3
 EA3076  NGVD 29 (03/22/89)    2.53   (m)            8.3    (f) LEVELING    3  
 EA3076
 EA3076.Superseded values are not recommended for survey control.
 EA3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3076.See file dsdata.txt to determine how the superseded data were derived.
 EA3076
 EA3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4689442960(NAD 83)
 EA3076_MARKER: DJ = TIDAL STATION DISK
 EA3076_SETTING: 80 = SET IN A BOULDER
 EA3076_SP_SET: BOULDER (PLAQUE BASE)
 EA3076_STAMPING: NO 12 1964
 EA3076_MARK LOGO: CGS   
 EA3076_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3076+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 EA3076
 EA3076  HISTORY     - Date     Condition        Report By
 EA3076  HISTORY     - 1964     MONUMENTED       NGS
 EA3076  HISTORY     - 1987     GOOD             NGS
 EA3076  HISTORY     - 19910904 GOOD
 EA3076  HISTORY     - 19920924 GOOD             NCGS
 EA3076  HISTORY     - 19980531 GOOD             USPSQD
 EA3076  HISTORY     - 20021028 GOOD             USPSQD
 EA3076  HISTORY     - 20040516 GOOD             USPSQD
 EA3076  HISTORY     - 20061204 GOOD             USPSQD
 EA3076  HISTORY     - 20061228 GOOD             USPSQD
 EA3076
 EA3076                          STATION DESCRIPTION
 EA3076
 EA3076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EA3076'STATION IS LOCATED ON PIVERS ISLAND ABOUT 0.3 MILES WEST OF BEAUFORT,
 EA3076'AND ABOUT 2 MILES EAST OF MOREHEAD CITY ON THE GROUNDS OF THE BEAUFORT
 EA3076'BIOLOGICAL LABORATORY.  IT IS A TBM FOR TIDAL STATION 865-6483, DUKE
 EA3076'MARINE LAB, BEAUFORT, ATLANTIC OCEAN.
 EA3076'TO REACH FROM THE TOP CENTER OF
 EA3076'THE US HWY 70 BRIDGE OVER THE NEWPORT RIVER AT MOREHEAD CITY, GO EAST
 EA3076'ON US HWY 70 FOR 1.2 MI (1.93 KM) TO TRAFFIC LIGHT, AND ENTRANCE TO
 EA3076'PIVERS ISLAND.  TURN RIGHT, AND GO SOUTH FOR 0.35 MI (0.56 KM) PAST
 EA3076'NOAA FACILITY TO DUKE UNIVERSITY FACILITIES, AND ROAD LEFT.  TURN
 EA3076'LEFT, AND GO EAST FOR 0.05 MI (0.08 KM) TO PARKING LOT.  WALK SOUTH TO
 EA3076'DUKE BRONZE TABLET, AND TBM AT SOUTHEAST CORNER OF CEMENT SLAB
 EA3076'FOUNDATION OF TABLET.  PLAQUE ON TABLET IS INSCRIBED  DUKE UNIVERSITY
 EA3076'MARINE LABORATORY .
 EA3076'STATION IS MARKED BY STANDARD CGS TBM DISK
 EA3076'STAMPED  NO 12 1964  CEMENTED INTO DRILL HOLE AT SOUTHEAST CORNER OF
 EA3076'SLAB.  IT IS 23.4 M (76.77 FT) EAST OF THE CENTER ENTRANCE TO A DINING
 EA3076'HALL, 22.7 M (74.47 FT) NORTH OF THE NORTHWEST CORNER OF THE
 EA3076'ADMINISTRATION BUILDING, AND 21.7 M (71.19 FT) SOUTH OF SOUTHWEST
 EA3076'CORNER OF BUILDING  L-2 .
 EA3076'DESCRIBED BY PBW
 EA3076
 EA3076                          STATION RECOVERY (1987)
 EA3076
 EA3076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (REP)
 EA3076'THE STATION IS LOCATED ABOUT
 EA3076'3.2 KM (2.0 MI) EAST OF MOREHEAD CITY, 0.8 KM (0.5 MI) WEST OF
 EA3076'BEAUFORT AND ON A SMALL ISLAND BETWEEN THE TWO CITIES.
 EA3076'OWNERSHIP--DUKE UNIVERSITY, DR JOHN COSTLOW, ADMINISTRATOR, PIVERS
 EA3076'ISLAND, BEAUFORT NC 28516, PH 919-728-2111.
 EA3076'
 EA3076'TO REACH THE STATION FROM THE POST OFFICE IN MOREHEAD CITY, GO EAST
 EA3076'ON U.S. HIGHWAY 70 FOR 1.6 KM (1.0 MI) TO THE CENTER OF A BRIDGE
 EA3076'OVER THE INTRACOASTAL WATERWAY.  CONTINUE EAST ON HIGHWAY 70 FOR
 EA3076'1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT, LEADING TO DUKE MARINE
 EA3076'LABORATORY AND NOAA MARINE LABORATORY.  TURN RIGHT AND GO SOUTH ON
 EA3076'THE ROAD TO A BRIDGE TO THE ISLAND, CONTINUE AHEAD SOUTH FOR 0.2 KM
 EA3076'(0.15 MI) TO A PAVED ROAD LEFT AT THE ENTRANCE TO DUKE UNIVERSITY
 EA3076'MARINE LABORATORY.  TURN LEFT AND GO EAST FOR 61 METERS (200 FT) TO
 EA3076'A DIRT PARKING AREA AHEAD AND A SMALL PAVED DRIVE ON THE RIGHT.
 EA3076'TURN RIGHT AND GO SOUTH ON THE DRIVE FOR 30 METERS (100 FT) TO THE
 EA3076'STATION ON THE LEFT, IN A BOULDER WITH A DUKE UNIVERSITY LABORATORY
 EA3076'PLAQUE ATTACHED.
 EA3076'
 EA3076'THE STATION IS A STANDARD CGS DISK
 EA3076'STAMPED---NO 12 1964---,
 EA3076'SET INTO A DRILL HOLE IN A BOULDER.
 EA3076'27.8 METERS (74.7 FT) NORTH FROM THE NORTHWEST CORNER OF A BUILDING,
 EA3076'21.8 METERS (71.6 FT) SOUTH FROM THE SOUTHWEST CORNER OF A BUILDING,
 EA3076'10.4 METERS (34.0 FT) EAST FROM THE CENTER OF THE DRIVE,
 EA3076'2.4 METERS (8.0 FT) EAST FROM THE CENTER OF A SIDEWALK, AND IN THE
 EA3076'SOUTHEAST CORNER OF 2 METER BY 1 METER BOULDER WITH THE DUKE
 EA3076'UNIVERSITY PLAQUE ATTACHED.
 EA3076'
 EA3076'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH
 EA3076'CAROLINA, 1987.
 EA3076'
 EA3076'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EA3076'
 EA3076'DESCRIBED BY R.T. WOODRUFF.
 EA3076
 EA3076                          STATION RECOVERY (1991)
 EA3076
 EA3076'RECOVERED 1991
 EA3076'RECOVERED IN GOOD CONDITION.
 EA3076
 EA3076                          STATION RECOVERY (1992)
 EA3076
 EA3076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3076'RECOVERED AS DESCRIBED.  MARK IS ABOUT LEVEL WITH PARKING LOT.
 EA3076
 EA3076                          STATION RECOVERY (1998)
 EA3076
 EA3076'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA3076'RECOVERED IN GOOD CONDITION.
 EA3076
 EA3076                          STATION RECOVERY (2002)
 EA3076
 EA3076'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA3076'RECOVERED AS DESCRIBED. STAMPING IS DIFFERENT
 EA3076'STAMPING IS
 EA3076'6483A
 EA3076'1996
 EA3076' 
 EA3076
 EA3076                          STATION RECOVERY (2004)
 EA3076
 EA3076'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA3076'RECOVERED IN GOOD CONDITION.
 EA3076
 EA3076                          STATION RECOVERY (2006)
 EA3076
 EA3076'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA3076'MARK WAS APPARENTLY RESET IN 1996.  THE DISK IS NOW A NATIONAL OCEAN
 EA3076'SERVICE BENCH MARK STAMPED 6483A AND DATED 1996.
 EA3076
 EA3076                          STATION RECOVERY (2006)
 EA3076
 EA3076'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA3076'STAMPING IS AS DESCRIBED IN THE 2002 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0116 ***********************************************************************
 EA0116  DESIGNATION -  865 6495 TIDAL 7
 EA0116  PID         -  EA0116
 EA0116  STATE/COUNTY-  NC/CARTERET
 EA0116  USGS QUAD   -  BEAUFORT (1987)
 EA0116
 EA0116                         *CURRENT SURVEY CONTROL
 EA0116  ___________________________________________________________________
 EA0116* NAD 83(1986)-  34 43 11.     (N)    076 42 47.     (W)     SCALED    
 EA0116* NAVD 88     -         1.248  (meters)       4.09   (feet)  ADJUSTED  
 EA0116  ___________________________________________________________________
 EA0116  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA0116  DYNAMIC HT  -           1.247 (meters)       4.09  (feet)  COMP
 EA0116  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EA0116
 EA0116  VERT ORDER  -  FIRST     CLASS I
 EA0116
 EA0116.The horizontal coordinates were scaled from a topographic map and have
 EA0116.an estimated accuracy of +/- 6 seconds.
 EA0116
 EA0116.The orthometric height was determined by differential leveling
 EA0116.and adjusted in June 1991.
 EA0116
 EA0116.The geoid height was determined by GEOID03.
 EA0116
 EA0116.The dynamic height is computed by dividing the NAVD 88
 EA0116.geopotential number by the normal gravity value computed on the
 EA0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0116.degrees latitude (g = 980.6199 gals.).
 EA0116
 EA0116.The modeled gravity was interpolated from observed gravity values.
 EA0116
 EA0116;                    North         East    Units  Estimated Accuracy
 EA0116;SPC NC       -   109,990.      819,050.      MT  (+/- 180 meters Scaled)
 EA0116
 EA0116                          SUPERSEDED SURVEY CONTROL
 EA0116
 EA0116  NGVD 29 (??/??/92)    1.54   (m)            5.1    (f) COMPUTED    1 1
 EA0116
 EA0116.Superseded values are not recommended for survey control.
 EA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0116.See file dsdata.txt to determine how the superseded data were derived.
 EA0116
 EA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD431432(NAD 83)
 EA0116_MARKER: DJ = TIDAL STATION DISK
 EA0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0116_SP_SET: SEA WALL
 EA0116_STAMPING: NO 7 1953
 EA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0116
 EA0116  HISTORY     - Date     Condition        Report By
 EA0116  HISTORY     - 1953     MONUMENTED       CGS
 EA0116  HISTORY     - 1960     GOOD             NGS
 EA0116  HISTORY     - 1963     GOOD             NGS
 EA0116  HISTORY     - 19890813 GOOD             USPSQD
 EA0116  HISTORY     - 20030202 MARK NOT FOUND   USPSQD
 EA0116  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA0116
 EA0116                          STATION DESCRIPTION
 EA0116
 EA0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0116'AT MOREHEAD CITY.
 EA0116'AT MOREHEAD CITY, ALONG JIB STREET, ABOUT 45 YARDS SOUTHWEST OF
 EA0116'THE JUNCTION OF 8TH. STREET, ABOUT 44 YARDS SOUTHEAST OF AND
 EA0116'ACROSS JIB STREET FROM THE SOUTHEAST CORNER OF A HOSPITAL, 20
 EA0116'FEET SOUTH OF THE SOUTH CURB LINE OF JIB STREET, AT A POINT
 EA0116'WHERE JIB STREET ENDS AND SHEPARD STREET CONTINUES TO THE WEST,
 EA0116'2 1/2 FEET EAST OF THE EAST EDGE OF A BOARD WALL LEADING SOUTH
 EA0116'TO A DOCK, ON TOP OF A SEA WALL AND ABOUT 1 FOOT ABOVE THE
 EA0116'LEVEL OF THE STREET.  NOTE-- THE SEA WALL IS IN VERY POOR
 EA0116'CONDITION.
 EA0116
 EA0116                          STATION RECOVERY (1963)
 EA0116
 EA0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0116'RECOVERED IN GOOD CONDITION.
 EA0116
 EA0116                          STATION RECOVERY (1989)
 EA0116
 EA0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0116'RECOVERED IN GOOD CONDITION.
 EA0116
 EA0116                          STATION RECOVERY (2003)
 EA0116
 EA0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0116'SEA WALL AND SIDEWALK ALL REBUILT.
 EA0116
 EA0116                          STATION RECOVERY (2004)
 EA0116
 EA0116'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1429 ***********************************************************************
 EA1429  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1429  DESIGNATION -  865 6499 A TIDAL
 EA1429  PID         -  EA1429
 EA1429  STATE/COUNTY-  NC/CARTERET
 EA1429  USGS QUAD   -  BEAUFORT (1987)
 EA1429
 EA1429                         *CURRENT SURVEY CONTROL
 EA1429  ___________________________________________________________________
 EA1429* NAD 83(1986)-  34 43 18.     (N)    076 44 09.     (W)     SCALED    
 EA1429* NAVD 88     -         2.559  (meters)       8.40   (feet)  ADJUSTED  
 EA1429  ___________________________________________________________________
 EA1429  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1429  DYNAMIC HT  -           2.557 (meters)       8.39  (feet)  COMP
 EA1429  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 EA1429
 EA1429  VERT ORDER  -  SECOND    CLASS II
 EA1429
 EA1429.The horizontal coordinates were scaled from a topographic map and have
 EA1429.an estimated accuracy of +/- 6 seconds.
 EA1429
 EA1429.The orthometric height was determined by differential leveling
 EA1429.and adjusted in June 1991.
 EA1429
 EA1429.This Tidal Bench Mark is designated as VM 14919
 EA1429.by the Center for Operational Oceanographic Products and Services.
 EA1429
 EA1429.The geoid height was determined by GEOID03.
 EA1429
 EA1429.The dynamic height is computed by dividing the NAVD 88
 EA1429.geopotential number by the normal gravity value computed on the
 EA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1429.degrees latitude (g = 980.6199 gals.).
 EA1429
 EA1429.The modeled gravity was interpolated from observed gravity values.
 EA1429
 EA1429;                    North         East    Units  Estimated Accuracy
 EA1429;SPC NC       -   110,150.      816,960.      MT  (+/- 180 meters Scaled)
 EA1429
 EA1429                          SUPERSEDED SURVEY CONTROL
 EA1429
 EA1429.No superseded survey control is available for this station.
 EA1429
 EA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD410435(NAD 83)
 EA1429_MARKER: DJ = TIDAL STATION DISK
 EA1429_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA1429_SP_SET: CONCRETE FOOTING
 EA1429_STAMPING: 6499 A 1976
 EA1429_MARK LOGO: NOS   
 EA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1429+STABILITY: SURFACE MOTION
 EA1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1429+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2006
 EA1429
 EA1429  HISTORY     - Date     Condition        Report By
 EA1429  HISTORY     - 1976     MONUMENTED       NOS
 EA1429  HISTORY     - 1982     GOOD             NCGS
 EA1429  HISTORY     - 20030202 GOOD             USPSQD
 EA1429  HISTORY     - 20040329 GOOD             USPSQD
 EA1429  HISTORY     - 20051031 GOOD             USPSQD
 EA1429  HISTORY     - 20061208 GOOD             USPSQD
 EA1429
 EA1429                          STATION DESCRIPTION
 EA1429
 EA1429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1429'IN MOREHEAD CITY.
 EA1429'IN MOREHEAD CITY, AT THE INTERSECTION OF 24TH STREET AND EVANS STREET,
 EA1429'IN THE SOUTHEAST QUADRANT IN NORTH END OF THE CONCRETE FOOTING FOR THE
 EA1429'EAST RAIL LEADING TO THE BRIDGE OVER BOGUE SOUND, 6.2 FEET EAST OF
 EA1429'EAST CURB OF 24TH STREET, 50 FEET SOUTH OF EVANS STREET AND 16.7 FEET
 EA1429'SOUTH-SOUTHWEST OF CONCRETE POWER POLE.
 EA1429'THE MARK IS 1.0 FT ABOVE INTERSECTION.
 EA1429
 EA1429                          STATION RECOVERY (2003)
 EA1429
 EA1429'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1429'RECOVERED IN GOOD CONDITION.
 EA1429
 EA1429                          STATION RECOVERY (2004)
 EA1429
 EA1429'RECOVERY NOTE BY US POWER SQUADRON 2004 (FS)
 EA1429'RECOVERED IN GOOD CONDITION.
 EA1429
 EA1429                          STATION RECOVERY (2005)
 EA1429
 EA1429'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1429'RECOVERED IN GOOD CONDITION.
 EA1429
 EA1429                          STATION RECOVERY (2006)
 EA1429
 EA1429'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0104 ***********************************************************************
 EA0104  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0104  DESIGNATION -  865 6501 TIDAL 10
 EA0104  PID         -  EA0104
 EA0104  STATE/COUNTY-  NC/CARTERET
 EA0104  USGS QUAD   -  BEAUFORT (1987)
 EA0104
 EA0104                         *CURRENT SURVEY CONTROL
 EA0104  ___________________________________________________________________
 EA0104* NAD 83(1986)-  34 43 06.     (N)    076 40 06.     (W)     SCALED    
 EA0104* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 EA0104  ___________________________________________________________________
 EA0104  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA0104  DYNAMIC HT  -           1.704 (meters)       5.59  (feet)  COMP
 EA0104  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 EA0104
 EA0104  VERT ORDER  -  FIRST     CLASS I
 EA0104
 EA0104.The horizontal coordinates were scaled from a topographic map and have
 EA0104.an estimated accuracy of +/- 6 seconds.
 EA0104
 EA0104.The orthometric height was determined by differential leveling
 EA0104.and adjusted in June 1991.
 EA0104
 EA0104.This Tidal Bench Mark is designated as VM 14945
 EA0104.by the Center for Operational Oceanographic Products and Services.
 EA0104
 EA0104.The geoid height was determined by GEOID03.
 EA0104
 EA0104.The dynamic height is computed by dividing the NAVD 88
 EA0104.geopotential number by the normal gravity value computed on the
 EA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0104.degrees latitude (g = 980.6199 gals.).
 EA0104
 EA0104.The modeled gravity was interpolated from observed gravity values.
 EA0104
 EA0104;                    North         East    Units  Estimated Accuracy
 EA0104;SPC NC       -   109,930.      823,140.      MT  (+/- 180 meters Scaled)
 EA0104
 EA0104                          SUPERSEDED SURVEY CONTROL
 EA0104
 EA0104  NGVD 29 (??/??/92)    2.000  (m)            6.56   (f) ADJ UNCH    1 1
 EA0104
 EA0104.Superseded values are not recommended for survey control.
 EA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0104.See file dsdata.txt to determine how the superseded data were derived.
 EA0104
 EA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD472430(NAD 83)
 EA0104_MARKER: DJ = TIDAL STATION DISK
 EA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0104+STABILITY: SURFACE MOTION
 EA0104
 EA0104  HISTORY     - Date     Condition        Report By
 EA0104  HISTORY     - 1913     MONUMENTED       CGS
 EA0104  HISTORY     - 1963     GOOD             CGS
 EA0104  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EA0104  HISTORY     - 19980531 MARK NOT FOUND   USPSQD
 EA0104  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA0104  HISTORY     - 20040516 MARK NOT FOUND   USPSQD
 EA0104
 EA0104                          STATION DESCRIPTION
 EA0104
 EA0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0104'AT BEAUFORT.
 EA0104'AT BEAUFORT, ALONG FRONT STREET, AT THE INTERSECTION OF ORANGE
 EA0104'STREET, IN THE NORTH CORNER OF THE INTERSECTION, NEAR THE SOUTH
 EA0104'CORNER OF YARD OF HOME OCCUPIED THIS DATE BY CAPTAIN ALONZO
 EA0104'THOMAS (EASTON HOUSE 1771), 20.9 FEET NORTHEAST OF THE NORTH
 EA0104'CURB OF FRONT STREET, 15.7 FEET NORTHWEST OF THE NORTHWEST CRUB
 EA0104'OF ORANGE STREET, 1 FOOT ABOVE THE LEVEL OF FRONT STREET, AND IS
 EA0104'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  UNSTAMPED.
 EA0104
 EA0104                          STATION RECOVERY (1982)
 EA0104
 EA0104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0104'MARK NOT FOUND.
 EA0104
 EA0104                          STATION RECOVERY (1998)
 EA0104
 EA0104'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0104'MARK NOT FOUND.
 EA0104
 EA0104                          STATION RECOVERY (2003)
 EA0104
 EA0104'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA0104'MARK NOT FOUND.
 EA0104
 EA0104                          STATION RECOVERY (2004)
 EA0104
 EA0104'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0102 ***********************************************************************
 EA0102  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0102  DESIGNATION -  865 6501 TIDAL 2
 EA0102  PID         -  EA0102
 EA0102  STATE/COUNTY-  NC/CARTERET
 EA0102  USGS QUAD   -  BEAUFORT (1987)
 EA0102
 EA0102                         *CURRENT SURVEY CONTROL
 EA0102  ___________________________________________________________________
 EA0102* NAD 83(1986)-  34 43 06.     (N)    076 40 06.     (W)     SCALED    
 EA0102* NAVD 88     -         1.832  (meters)       6.01   (feet)  ADJUSTED  
 EA0102  ___________________________________________________________________
 EA0102  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA0102  DYNAMIC HT  -           1.830 (meters)       6.00  (feet)  COMP
 EA0102  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 EA0102
 EA0102  VERT ORDER  -  FIRST     CLASS I
 EA0102
 EA0102.The horizontal coordinates were scaled from a topographic map and have
 EA0102.an estimated accuracy of +/- 6 seconds.
 EA0102
 EA0102.The orthometric height was determined by differential leveling
 EA0102.and adjusted in June 1991.
 EA0102
 EA0102.This Tidal Bench Mark is designated as VM 14944
 EA0102.by the Center for Operational Oceanographic Products and Services.
 EA0102
 EA0102.The geoid height was determined by GEOID03.
 EA0102
 EA0102.The dynamic height is computed by dividing the NAVD 88
 EA0102.geopotential number by the normal gravity value computed on the
 EA0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0102.degrees latitude (g = 980.6199 gals.).
 EA0102
 EA0102.The modeled gravity was interpolated from observed gravity values.
 EA0102
 EA0102;                    North         East    Units  Estimated Accuracy
 EA0102;SPC NC       -   109,930.      823,140.      MT  (+/- 180 meters Scaled)
 EA0102
 EA0102                          SUPERSEDED SURVEY CONTROL
 EA0102
 EA0102  NGVD 29 (??/??/92)    2.123  (m)            6.97   (f) ADJ UNCH    1 1
 EA0102
 EA0102.Superseded values are not recommended for survey control.
 EA0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0102.See file dsdata.txt to determine how the superseded data were derived.
 EA0102
 EA0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD472430(NAD 83)
 EA0102_MARKER: DJ = TIDAL STATION DISK
 EA0102_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EA0102_SP_SET: SEAWALL
 EA0102_STAMPING: NO 2 1953
 EA0102_MARK LOGO: CGS   
 EA0102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0102+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 EA0102
 EA0102  HISTORY     - Date     Condition        Report By
 EA0102  HISTORY     - 1953     MONUMENTED       CGS
 EA0102  HISTORY     - 1963     GOOD             NGS
 EA0102  HISTORY     - 1982     GOOD             NCGS
 EA0102  HISTORY     - 19890813 GOOD             USPSQD
 EA0102  HISTORY     - 19980531 GOOD             USPSQD
 EA0102  HISTORY     - 20021028 GOOD             USPSQD
 EA0102  HISTORY     - 20040516 GOOD             USPSQD
 EA0102  HISTORY     - 20050105 GOOD             NCGS
 EA0102  HISTORY     - 20051031 GOOD             USPSQD
 EA0102  HISTORY     - 20060607 GOOD             MAEC
 EA0102  HISTORY     - 20061204 GOOD             USPSQD
 EA0102  HISTORY     - 20061228 GOOD             USPSQD
 EA0102
 EA0102                          STATION DESCRIPTION
 EA0102
 EA0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0102'AT BEAUFORT.
 EA0102'AT BEAUFORT, AT THE JUNCTION OF FRONT AND MOORE STREETS, 150
 EA0102'FEET NORTHWEST OF THE NORTHWEST CORNER OF CORPS OF ENGINEERS
 EA0102'OFFICE BUILDING, 7.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 EA0102'FRONT STREET, IN LINE WITH THE SOUTHEAST CURB LINE OF MOORE
 EA0102'STREET, SET ON TOP OF MASONRY SEA WALL ABOUT 1/2 FOOT ABOVE THE
 EA0102'LEVEL OF THE STREET.
 EA0102
 EA0102                          STATION RECOVERY (1982)
 EA0102
 EA0102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0102'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 EA0102'CORPS OF ENGINEERS OFFICE BUILDING HAS BEEN REMOVED.
 EA0102
 EA0102                          STATION RECOVERY (1989)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (1998)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (2002)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA0102'RECOVERED AS DESCRIBED.
 EA0102
 EA0102                          STATION RECOVERY (2004)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (2005)
 EA0102
 EA0102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EA0102'RECOVERED AS DESCRIBED.
 EA0102
 EA0102                          STATION RECOVERY (2005)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (2006)
 EA0102
 EA0102'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2006 (SLM)
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (2006)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0102'RECOVERED IN GOOD CONDITION.
 EA0102
 EA0102                          STATION RECOVERY (2006)
 EA0102
 EA0102'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0106 ***********************************************************************
 EA0106  DESIGNATION -  865 6501 TIDAL 8
 EA0106  PID         -  EA0106
 EA0106  STATE/COUNTY-  NC/CARTERET
 EA0106  USGS QUAD   -  BEAUFORT (1987)
 EA0106
 EA0106                         *CURRENT SURVEY CONTROL
 EA0106  ___________________________________________________________________
 EA0106* NAD 83(1986)-  34 43 05.     (N)    076 39 50.     (W)     SCALED    
 EA0106* NAVD 88     -         3.590  (meters)      11.78   (feet)  ADJUSTED  
 EA0106  ___________________________________________________________________
 EA0106  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA0106  DYNAMIC HT  -           3.587 (meters)      11.77  (feet)  COMP
 EA0106  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 EA0106
 EA0106  VERT ORDER  -  FIRST     CLASS I
 EA0106
 EA0106.The horizontal coordinates were scaled from a topographic map and have
 EA0106.an estimated accuracy of +/- 6 seconds.
 EA0106
 EA0106.The orthometric height was determined by differential leveling
 EA0106.and adjusted in June 1991.
 EA0106
 EA0106.The geoid height was determined by GEOID03.
 EA0106
 EA0106.The dynamic height is computed by dividing the NAVD 88
 EA0106.geopotential number by the normal gravity value computed on the
 EA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0106.degrees latitude (g = 980.6199 gals.).
 EA0106
 EA0106.The modeled gravity was interpolated from observed gravity values.
 EA0106
 EA0106;                    North         East    Units  Estimated Accuracy
 EA0106;SPC NC       -   109,910.      823,550.      MT  (+/- 180 meters Scaled)
 EA0106
 EA0106                          SUPERSEDED SURVEY CONTROL
 EA0106
 EA0106  NGVD 29 (??/??/92)    3.883  (m)           12.74   (f) ADJ UNCH    1 1
 EA0106
 EA0106.Superseded values are not recommended for survey control.
 EA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0106.See file dsdata.txt to determine how the superseded data were derived.
 EA0106
 EA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD476430(NAD 83)
 EA0106_MARKER: Z = SEE DESCRIPTION
 EA0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0106_SP_SET: TOMBSTONE
 EA0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0106+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2006
 EA0106
 EA0106  HISTORY     - Date     Condition        Report By
 EA0106  HISTORY     - UNK      MONUMENTED       CGS
 EA0106  HISTORY     - 1963     GOOD             NGS
 EA0106  HISTORY     - 19890813 GOOD             USPSQD
 EA0106  HISTORY     - 19980531 GOOD             USPSQD
 EA0106  HISTORY     - 20021028 GOOD             USPSQD
 EA0106  HISTORY     - 20051031 GOOD             USPSQD
 EA0106  HISTORY     - 20061204 GOOD             USPSQD
 EA0106
 EA0106                          STATION DESCRIPTION
 EA0106
 EA0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0106'AT BEAUFORT.
 EA0106'AT BEAUFORT, ON THE NORTH SIDE OF ANN STREET BETWEEN CRAVEN
 EA0106'AND TURNER STREET, AT A CEMETERY, 20.0 FEET EAST OF THE BAPTIST
 EA0106'CHURCH, THE MARK IS THE SOUTHWEST CORNER OF A MARBLE BASE OF A
 EA0106'TOMBSTONE READING B.T. HOWLAND, AND ABOUT 1.8 FEET ABOVE THE
 EA0106'LEVEL OF THE GROUND.  NORTH CAROLINA TIDAL MARK LIST - 38.
 EA0106
 EA0106                          STATION RECOVERY (1989)
 EA0106
 EA0106'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0106'RECOVERED IN GOOD CONDITION.
 EA0106
 EA0106                          STATION RECOVERY (1998)
 EA0106
 EA0106'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0106'RECOVERED IN GOOD CONDITION.
 EA0106
 EA0106                          STATION RECOVERY (2002)
 EA0106
 EA0106'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA0106'RECOVERED AS DESCRIBED.
 EA0106
 EA0106                          STATION RECOVERY (2005)
 EA0106
 EA0106'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0106'RECOVERED IN GOOD CONDITION.
 EA0106
 EA0106                          STATION RECOVERY (2006)
 EA0106
 EA0106'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9286 ***********************************************************************
 DJ9286  DESIGNATION -  865 6502 A TIDAL
 DJ9286  PID         -  DJ9286
 DJ9286  STATE/COUNTY-  NC/CARTERET
 DJ9286  USGS QUAD   -  BEAUFORT (1987)
 DJ9286
 DJ9286                         *CURRENT SURVEY CONTROL
 DJ9286  ___________________________________________________________________
 DJ9286* NAD 83(2007)-  34 43 12.49962(N)    076 42 39.63556(W)     ADJUSTED  
 DJ9286* NAVD 88     -         1.34   (meters)       4.4    (feet)  LEVELING  
 DJ9286  ___________________________________________________________________
 DJ9286  EPOCH DATE  -        2002.00
 DJ9286  X           -   1,206,352.457 (meters)                     COMP
 DJ9286  Y           -  -5,107,613.746 (meters)                     COMP
 DJ9286  Z           -   3,612,370.538 (meters)                     COMP
 DJ9286  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DJ9286  ELLIP HEIGHT-         -36.106 (meters)          (06/21/07) ADJUSTED
 DJ9286  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 DJ9286  HORZ ORDER  -  FIRST
 DJ9286  VERT ORDER  -  THIRD ?
 DJ9286  ELLP ORDER  -  FOURTH    CLASS II
 DJ9286
 DJ9286.The horizontal coordinates were established by GPS observations
 DJ9286.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9286
 DJ9286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9286.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9286.The epoch date for horizontal control is a decimal equivalence
 DJ9286.of Year/Month/Day.
 DJ9286
 DJ9286.The orthometric height was determined by differential leveling.
 DJ9286.The vertical network tie was performed by a horz. field party for horz.
 DJ9286.obs reductions. Reset procedures were used to establish the elevation.
 DJ9286
 DJ9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9286
 DJ9286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9286
 DJ9286.The ellipsoidal height was determined by GPS observations
 DJ9286.and is referenced to NAD 83.
 DJ9286
 DJ9286.The geoid height was determined by GEOID03.
 DJ9286
 DJ9286;                    North         East     Units Scale Factor Converg.
 DJ9286;SPC NC       -   110,035.548   819,231.564   MT  0.99991535   +1 19 16.1
 DJ9286;SPC NC       -   361,008.29  2,687,762.22   sFT  0.99991535   +1 19 16.1
 DJ9286;UTM  18      - 3,843,340.865   343,329.545   MT  0.99990254   -0 58 29.0
 DJ9286
 DJ9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9286!SPC NC       -   1.00000567  x   0.99991535  =   0.99992102
 DJ9286!UTM  18      -   1.00000567  x   0.99990254  =   0.99990821
 DJ9286
 DJ9286                          SUPERSEDED SURVEY CONTROL
 DJ9286
 DJ9286.No superseded survey control is available for this station.
 DJ9286
 DJ9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4333043341(NAD 83)
 DJ9286_MARKER: DB = BENCH MARK DISK
 DJ9286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9286_SP_SET: DRILL HOLE IN CONCRETE SEAWALL
 DJ9286_STAMPING: 6502 A 1996
 DJ9286_MARK LOGO: NOS   
 DJ9286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9286+STABILITY: SURFACE MOTION
 DJ9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9286+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2007
 DJ9286
 DJ9286  HISTORY     - Date     Condition        Report By
 DJ9286  HISTORY     - 1996     MONUMENTED       NOS
 DJ9286  HISTORY     - 20051115 GOOD             NCGS
 DJ9286  HISTORY     - 20070211 GOOD             NCGS
 DJ9286
 DJ9286                          STATION DESCRIPTION
 DJ9286
 DJ9286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 DJ9286'THE STATION IS LOCATED ABOUT 15.3 MI (24.62 KM) SOUTHEAST OF HAVELOCK,
 DJ9286'2.8 MI (4.51 KM) WEST OF BEAUFORT AND 0.3 MI (0.48 KM) EAST OF
 DJ9286'MOREHEAD CITY.
 DJ9286' 
 DJ9286'TO REACH FROM THE INTERSECTION OF OF US 70 AND 7 TH STREET, IN
 DJ9286'MOREHEAD CITY, HEAD SOUTH 0.1 MI (0.16 KM) ALONG 7 TH STREET TO ITS
 DJ9286'INTERSECTION WITH EVANS STREET AND THE STATION IN THE SOUTHEAST
 DJ9286'QUADRANT, IN THE SEAWALL.
 DJ9286' 
 DJ9286'MARK IS LEVEL WITH EVANS STREET AND FLUSH WITH THE SEAWALL.  LOCATED
 DJ9286'42.6 FT (13.0 M) SOUTH OF THE CENTERLINE OF EVANS STREET, 36.8 FT
 DJ9286'(11.2 M) SOUTHEAST OF A BLACK METAL LIGHT POLE (NO.  NOK58), AND 19.5
 DJ9286'FT (5.9 M) WEST OF THE NORTHEAST CORNER OF BUILDING (NO.  613).
 DJ9286
 DJ9286                          STATION RECOVERY (2007)
 DJ9286
 DJ9286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (RJC)
 DJ9286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1521 ***********************************************************************
 EA1521  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1521  DESIGNATION -  865 6503 TIDAL 1
 EA1521  PID         -  EA1521
 EA1521  STATE/COUNTY-  NC/CARTERET
 EA1521  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1521
 EA1521                         *CURRENT SURVEY CONTROL
 EA1521  ___________________________________________________________________
 EA1521* NAD 83(1986)-  34 42 56.     (N)    076 34 41.     (W)     SCALED    
 EA1521* NAVD 88     -         5.481  (meters)      17.98   (feet)  ADJUSTED  
 EA1521  ___________________________________________________________________
 EA1521  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1521  DYNAMIC HT  -           5.476 (meters)      17.97  (feet)  COMP
 EA1521  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 EA1521
 EA1521  VERT ORDER  -  SECOND    CLASS II
 EA1521
 EA1521.The horizontal coordinates were scaled from a topographic map and have
 EA1521.an estimated accuracy of +/- 6 seconds.
 EA1521
 EA1521.The orthometric height was determined by differential leveling
 EA1521.and adjusted in June 1991.
 EA1521
 EA1521.This Tidal Bench Mark is designated as VM 14922
 EA1521.by the Center for Operational Oceanographic Products and Services.
 EA1521
 EA1521.The geoid height was determined by GEOID03.
 EA1521
 EA1521.The dynamic height is computed by dividing the NAVD 88
 EA1521.geopotential number by the normal gravity value computed on the
 EA1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1521.degrees latitude (g = 980.6199 gals.).
 EA1521
 EA1521.The modeled gravity was interpolated from observed gravity values.
 EA1521
 EA1521;                    North         East    Units  Estimated Accuracy
 EA1521;SPC NC       -   109,820.      831,420.      MT  (+/- 180 meters Scaled)
 EA1521
 EA1521                          SUPERSEDED SURVEY CONTROL
 EA1521
 EA1521.No superseded survey control is available for this station.
 EA1521
 EA1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554426(NAD 83)
 EA1521_MARKER: DJ = TIDAL STATION DISK
 EA1521_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1521_SP_SET: BRIDGE FLOOR
 EA1521_STAMPING: NO 1 1973
 EA1521_MARK LOGO: NOS   
 EA1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1521+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA1521
 EA1521  HISTORY     - Date     Condition        Report By
 EA1521  HISTORY     - 1973     MONUMENTED       NOS
 EA1521  HISTORY     - 1982     GOOD             NCGS
 EA1521  HISTORY     - 20030203 GOOD             USPSQD
 EA1521  HISTORY     - 20050421 GOOD             USPSQD
 EA1521  HISTORY     - 20061212 GOOD             USPSQD
 EA1521
 EA1521                          STATION DESCRIPTION
 EA1521
 EA1521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1521'1.8 MI NW FROM HARKERS ISLAND.
 EA1521'AT THE DRAW BRIDGE OVER THE STRAITS, IN THE SOUTHEAST CORNER OF THE
 EA1521'PARKING AREA FOR THE BRIDGE TENDER HOUSE, 38.3 FEET EAST OF CENTERLINE
 EA1521'OF ROAD AND 24.3 FEET SOUTH OF SOUTHEAST CORNER OF TENDER HOUSE.
 EA1521'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1521
 EA1521                          STATION RECOVERY (2003)
 EA1521
 EA1521'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1521'RECOVERED IN GOOD CONDITION.
 EA1521
 EA1521                          STATION RECOVERY (2005)
 EA1521
 EA1521'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1521'RECOVERED IN GOOD CONDITION.
 EA1521
 EA1521                          STATION RECOVERY (2006)
 EA1521
 EA1521'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1522 ***********************************************************************
 EA1522  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1522  DESIGNATION -  865 6503 TIDAL 2
 EA1522  PID         -  EA1522
 EA1522  STATE/COUNTY-  NC/CARTERET
 EA1522  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1522
 EA1522                         *CURRENT SURVEY CONTROL
 EA1522  ___________________________________________________________________
 EA1522* NAD 83(1986)-  34 42 52.     (N)    076 34 42.     (W)     SCALED    
 EA1522* NAVD 88     -         4.327  (meters)      14.20   (feet)  ADJUSTED  
 EA1522  ___________________________________________________________________
 EA1522  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1522  DYNAMIC HT  -           4.323 (meters)      14.18  (feet)  COMP
 EA1522  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 EA1522
 EA1522  VERT ORDER  -  SECOND    CLASS II
 EA1522
 EA1522.The horizontal coordinates were scaled from a topographic map and have
 EA1522.an estimated accuracy of +/- 6 seconds.
 EA1522
 EA1522.The orthometric height was determined by differential leveling
 EA1522.and adjusted in June 1991.
 EA1522
 EA1522.This Tidal Bench Mark is designated as VM 14923
 EA1522.by the Center for Operational Oceanographic Products and Services.
 EA1522
 EA1522.The geoid height was determined by GEOID03.
 EA1522
 EA1522.The dynamic height is computed by dividing the NAVD 88
 EA1522.geopotential number by the normal gravity value computed on the
 EA1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1522.degrees latitude (g = 980.6199 gals.).
 EA1522
 EA1522.The modeled gravity was interpolated from observed gravity values.
 EA1522
 EA1522;                    North         East    Units  Estimated Accuracy
 EA1522;SPC NC       -   109,690.      831,400.      MT  (+/- 180 meters Scaled)
 EA1522
 EA1522                          SUPERSEDED SURVEY CONTROL
 EA1522
 EA1522.No superseded survey control is available for this station.
 EA1522
 EA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554425(NAD 83)
 EA1522_MARKER: DJ = TIDAL STATION DISK
 EA1522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1522_SP_SET: WINGWALL
 EA1522_STAMPING: NO 2 1973
 EA1522_MARK LOGO: NOS   
 EA1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1522+STABILITY: SURFACE MOTION
 EA1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1522+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA1522
 EA1522  HISTORY     - Date     Condition        Report By
 EA1522  HISTORY     - 1973     MONUMENTED       NOS
 EA1522  HISTORY     - 1982     GOOD             NCGS
 EA1522  HISTORY     - 20030203 GOOD             USPSQD
 EA1522  HISTORY     - 20050421 GOOD             USPSQD
 EA1522  HISTORY     - 20061212 GOOD             USPSQD
 EA1522
 EA1522                          STATION DESCRIPTION
 EA1522
 EA1522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1522'1.7 MI NW FROM HARKERS ISLAND.
 EA1522'AT THE DRAW BRIDGE OVER THE STRAITS, IN THE SOUTHWEST WINGWALL, 17.3
 EA1522'FEET WEST OF CENTERLINE OF ROAD AND 3.5 FEET EAST OF WEST END OF
 EA1522'WINGWALL.
 EA1522'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1522
 EA1522                          STATION RECOVERY (2003)
 EA1522
 EA1522'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1522'RECOVERED IN GOOD CONDITION.
 EA1522
 EA1522                          STATION RECOVERY (2005)
 EA1522
 EA1522'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1522'RECOVERED IN GOOD CONDITION.
 EA1522
 EA1522                          STATION RECOVERY (2006)
 EA1522
 EA1522'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1523 ***********************************************************************
 EA1523  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1523  DESIGNATION -  865 6503 TIDAL 3
 EA1523  PID         -  EA1523
 EA1523  STATE/COUNTY-  NC/CARTERET
 EA1523  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1523
 EA1523                         *CURRENT SURVEY CONTROL
 EA1523  ___________________________________________________________________
 EA1523* NAD 83(1986)-  34 42 52.     (N)    076 34 43.     (W)     SCALED    
 EA1523* NAVD 88     -         1.058  (meters)       3.47   (feet)  ADJUSTED  
 EA1523  ___________________________________________________________________
 EA1523  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1523  DYNAMIC HT  -           1.057 (meters)       3.47  (feet)  COMP
 EA1523  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 EA1523
 EA1523  VERT ORDER  -  SECOND    CLASS II
 EA1523
 EA1523.The horizontal coordinates were scaled from a topographic map and have
 EA1523.an estimated accuracy of +/- 6 seconds.
 EA1523
 EA1523.The orthometric height was determined by differential leveling
 EA1523.and adjusted in June 1991.
 EA1523
 EA1523.This Tidal Bench Mark is designated as VM 14924
 EA1523.by the Center for Operational Oceanographic Products and Services.
 EA1523
 EA1523.The geoid height was determined by GEOID03.
 EA1523
 EA1523.The dynamic height is computed by dividing the NAVD 88
 EA1523.geopotential number by the normal gravity value computed on the
 EA1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1523.degrees latitude (g = 980.6199 gals.).
 EA1523
 EA1523.The modeled gravity was interpolated from observed gravity values.
 EA1523
 EA1523;                    North         East    Units  Estimated Accuracy
 EA1523;SPC NC       -   109,690.      831,370.      MT  (+/- 180 meters Scaled)
 EA1523
 EA1523                          SUPERSEDED SURVEY CONTROL
 EA1523
 EA1523.No superseded survey control is available for this station.
 EA1523
 EA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD554425(NAD 83)
 EA1523_MARKER: DJ = TIDAL STATION DISK
 EA1523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1523_SP_SET: RETAINING WALL
 EA1523_STAMPING: NO 3 1973
 EA1523_MARK LOGO: NOS   
 EA1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1523+STABILITY: SURFACE MOTION
 EA1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1523+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA1523
 EA1523  HISTORY     - Date     Condition        Report By
 EA1523  HISTORY     - 1973     MONUMENTED       NOS
 EA1523  HISTORY     - 1982     GOOD             NCGS
 EA1523  HISTORY     - 20050421 GOOD             USPSQD
 EA1523  HISTORY     - 20061212 GOOD             USPSQD
 EA1523
 EA1523                          STATION DESCRIPTION
 EA1523
 EA1523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1523'1.7 MI NW FROM HARKERS ISLAND.
 EA1523'AT THE DRAW BRIDGE OVER THE STRAITS, IN THE SOUTH END OF A RETAINING
 EA1523'WALL OPPOSITE AND BELOW THE SOUTHWEST WINGWALL, 73.5 FEET WEST OF THE
 EA1523'CENTERLINE OF ROAD AND 0.6 FEET NORTH OF SOUTH END OF RETAINING WALL.
 EA1523'THE MARK IS 8.0 FT BELOW ROAD.
 EA1523
 EA1523                          STATION RECOVERY (2005)
 EA1523
 EA1523'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1523'RECOVERED IN GOOD CONDITION.
 EA1523
 EA1523                          STATION RECOVERY (2006)
 EA1523
 EA1523'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9287 ***********************************************************************
 DJ9287  DESIGNATION -  865 6518 B TIDAL
 DJ9287  PID         -  DJ9287
 DJ9287  STATE/COUNTY-  NC/CARTERET
 DJ9287  USGS QUAD   -  BEAUFORT (1987)
 DJ9287
 DJ9287                         *CURRENT SURVEY CONTROL
 DJ9287  ___________________________________________________________________
 DJ9287* NAD 83(2007)-  34 42 43.28056(N)    076 38 46.09124(W)     ADJUSTED  
 DJ9287* NAVD 88     -         1.17   (meters)       3.8    (feet)  LEVELING  
 DJ9287  ___________________________________________________________________
 DJ9287  EPOCH DATE  -        2002.00
 DJ9287  X           -   1,212,253.198 (meters)                     COMP
 DJ9287  Y           -  -5,106,743.328 (meters)                     COMP
 DJ9287  Z           -   3,611,630.314 (meters)                     COMP
 DJ9287  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DJ9287  ELLIP HEIGHT-         -36.310 (meters)          (06/21/07) ADJUSTED
 DJ9287  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 DJ9287  HORZ ORDER  -  FIRST
 DJ9287  VERT ORDER  -  THIRD ?
 DJ9287  ELLP ORDER  -  FOURTH    CLASS II
 DJ9287
 DJ9287.The horizontal coordinates were established by GPS observations
 DJ9287.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9287
 DJ9287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9287.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9287.The epoch date for horizontal control is a decimal equivalence
 DJ9287.of Year/Month/Day.
 DJ9287
 DJ9287.The orthometric height was determined by differential leveling.
 DJ9287.The vertical network tie was performed by a horz. field party for horz.
 DJ9287.obs reductions. Reset procedures were used to establish the elevation.
 DJ9287
 DJ9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9287
 DJ9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9287
 DJ9287.The ellipsoidal height was determined by GPS observations
 DJ9287.and is referenced to NAD 83.
 DJ9287
 DJ9287.The geoid height was determined by GEOID03.
 DJ9287
 DJ9287;                    North         East     Units Scale Factor Converg.
 DJ9287;SPC NC       -   109,274.416   825,193.051   MT  0.99991666   +1 21 30.9
 DJ9287;SPC NC       -   358,511.15  2,707,320.87   sFT  0.99991666   +1 21 30.9
 DJ9287;UTM  18      - 3,842,341.538   349,255.606   MT  0.99988008   -0 56 15.3
 DJ9287
 DJ9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9287!SPC NC       -   1.00000570  x   0.99991666  =   0.99992236
 DJ9287!UTM  18      -   1.00000570  x   0.99988008  =   0.99988578
 DJ9287
 DJ9287                          SUPERSEDED SURVEY CONTROL
 DJ9287
 DJ9287.No superseded survey control is available for this station.
 DJ9287
 DJ9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4925642342(NAD 83)
 DJ9287_MARKER: DB = BENCH MARK DISK
 DJ9287_SETTING: 66 = SET IN ROCK OUTCROP
 DJ9287_STAMPING: 6518 B 1996
 DJ9287_MARK LOGO: NOS   
 DJ9287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ9287+STABILITY: POSITION/ELEVATION WELL
 DJ9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9287+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DJ9287
 DJ9287  HISTORY     - Date     Condition        Report By
 DJ9287  HISTORY     - 1996     MONUMENTED       NOS
 DJ9287  HISTORY     - 20040715 GOOD             NCGS
 DJ9287
 DJ9287                          STATION DESCRIPTION
 DJ9287
 DJ9287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DJ9287'THE STATION IS LOCATED ABOUT 18.5 MI (29.77 KM) SOUTHEAST OF HAVELOCK,
 DJ9287'4.1 MI (6.6 KM) EAST OF MOREHEAD CITY AND 0.9 MI (1.45 KM)
 DJ9287'EAST-SOUTHEAST OF BEAUFORT.
 DJ9287' 
 DJ9287'PROCEED ALONG LENNOXVILLE ROAD FOR 0.55 MI (0.89 KM) EAST FROM THE
 DJ9287'INTERSECTION WITH US 70, IN BEAUFORT, TO OCEAN STREET, THENCE SOUTH
 DJ9287'ALONG OCEAN STREET FOR 0.20 MI (0.32 KM) TO FRONT STREET, HEAD EAST
 DJ9287'ALONG FRONT STREET FOR 0.05 MI (0.08 KM) TO STATION, NEAR CONCRETE
 DJ9287'BLOCK WALL, IN FRONT AND ACROSS STREET FROM HOUSE (NO.  1605A).
 DJ9287' 
 DJ9287'MARK IS ABOUT 2 FT (0.6 M) LOWER THAN FRONT STREET AND PROJECTS 3
 DJ9287'INCHES (8 CM).  LOCATED 39.2 FT (11.9 M) SOUTH-SOUTHWEST OF THE
 DJ9287'CENTERLINE OF FRONT STREET, 8.8 FT (2.7 M) EAST OF A CONCRETE BLOCK
 DJ9287'WALL, 28.4 FT (8.7 M) WEST-NORTHWEST OF A WATER METER AND 43.6 FT
 DJ9287'(13.3 M) WEST OF A POWERPOLE (NJP44).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9288 ***********************************************************************
 DJ9288  DESIGNATION -  865 6539 D TIDAL
 DJ9288  PID         -  DJ9288
 DJ9288  STATE/COUNTY-  NC/CARTERET
 DJ9288  USGS QUAD   -  HARKERS ISLAND (1983)
 DJ9288
 DJ9288                         *CURRENT SURVEY CONTROL
 DJ9288  ___________________________________________________________________
 DJ9288* NAD 83(2007)-  34 42 33.11720(N)    076 37 16.18912(W)     ADJUSTED  
 DJ9288* NAVD 88     -         1.54   (meters)       5.1    (feet)  LEVELING  
 DJ9288  ___________________________________________________________________
 DJ9288  EPOCH DATE  -        2002.00
 DJ9288  X           -   1,214,520.227 (meters)                     COMP
 DJ9288  Y           -  -5,106,388.243 (meters)                     COMP
 DJ9288  Z           -   3,611,373.056 (meters)                     COMP
 DJ9288  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DJ9288  ELLIP HEIGHT-         -35.971 (meters)          (06/21/07) ADJUSTED
 DJ9288  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 DJ9288  HORZ ORDER  -  FIRST
 DJ9288  VERT ORDER  -  THIRD ?
 DJ9288  ELLP ORDER  -  FOURTH    CLASS II
 DJ9288
 DJ9288.The horizontal coordinates were established by GPS observations
 DJ9288.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9288
 DJ9288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9288.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9288.The epoch date for horizontal control is a decimal equivalence
 DJ9288.of Year/Month/Day.
 DJ9288
 DJ9288.The orthometric height was determined by differential leveling.
 DJ9288.The vertical network tie was performed by a horz. field party for horz.
 DJ9288.obs reductions. Reset procedures were used to establish the elevation.
 DJ9288
 DJ9288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9288
 DJ9288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9288
 DJ9288.The ellipsoidal height was determined by GPS observations
 DJ9288.and is referenced to NAD 83.
 DJ9288
 DJ9288.The geoid height was determined by GEOID03.
 DJ9288
 DJ9288;                    North         East     Units Scale Factor Converg.
 DJ9288;SPC NC       -   109,015.867   827,487.394   MT  0.99991712   +1 22 22.8
 DJ9288;SPC NC       -   357,662.89  2,714,848.23   sFT  0.99991712   +1 22 22.8
 DJ9288;UTM  18      - 3,841,991.286   351,537.655   MT  0.99987167   -0 55 23.8
 DJ9288
 DJ9288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9288!SPC NC       -   1.00000565  x   0.99991712  =   0.99992277
 DJ9288!UTM  18      -   1.00000565  x   0.99987167  =   0.99987732
 DJ9288
 DJ9288                          SUPERSEDED SURVEY CONTROL
 DJ9288
 DJ9288.No superseded survey control is available for this station.
 DJ9288
 DJ9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5153841991(NAD 83)
 DJ9288_MARKER: DB = BENCH MARK DISK
 DJ9288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9288_STAMPING: 6539 D 1996
 DJ9288_MARK LOGO: NOS   
 DJ9288_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9288+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DJ9288_ROD/PIPE-DEPTH: 8.5  meters
 DJ9288
 DJ9288  HISTORY     - Date     Condition        Report By
 DJ9288  HISTORY     - 1996     MONUMENTED       NOS
 DJ9288  HISTORY     - 20040715 GOOD             NCGS
 DJ9288
 DJ9288                          STATION DESCRIPTION
 DJ9288
 DJ9288'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DJ9288'THE STATION IS LOCATED ABOUT 19.8 MI (31.87 KM) SOUTHEAST OF HAVELOCK,
 DJ9288'5.5 MI (8.85 KM) EAST OF MOREHEAD CITY AND 2.4 MI (3.86 KM)
 DJ9288'EAST-SOUTHEAST OF BEAUFORT.
 DJ9288' 
 DJ9288'ALONG LENNOXVILLE ROAD FOR 2.1 MI (3.38 KM) SOUTHEAST FROM THE
 DJ9288'INTERSECTION WITH US 70/LIVE OAK STREET, IN BEAUFORT, TO STATION.
 DJ9288' 
 DJ9288'MARK IS LEVEL WITH LENNOXVILLE ROAD AND IS RECESSED 2 INCHES (5 CM),
 DJ9288'STATION IS A DISK CRIMPED ON A STAINLESS STEEL ROD ENCASED IN A 5-INCH
 DJ9288'PVC PIPE. LOCATED 30.9 FT (9.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DJ9288'LENNOXVILLE ROAD, 134.2 FT (40.9 M) WEST-NORTHWEST OF THE CENTERLINE
 DJ9288'OF ENTRANCE ROAD TO TAYLORS CREEK SUBDIVISION, 93.2 FT (28.4 M)
 DJ9288'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL (131OR 525), AND 4.4 FT (1.3 M)
 DJ9288'SOUTH-SOUTHWEST OF A POWER POLE (65K), WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7521 ***********************************************************************
 AC7521  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7521  DESIGNATION -  865 6566 TIDAL 1
 AC7521  PID         -  AC7521
 AC7521  STATE/COUNTY-  NC/CARTERET
 AC7521  USGS QUAD   -  MANSFIELD (1994)
 AC7521
 AC7521                         *CURRENT SURVEY CONTROL
 AC7521  ___________________________________________________________________
 AC7521* NAD 83(1986)-  34 41 57.     (N)    076 46 07.     (W)     SCALED    
 AC7521* NAVD 88     -         2.233  (meters)       7.33   (feet)  ADJUSTED  
 AC7521  ___________________________________________________________________
 AC7521  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AC7521  DYNAMIC HT  -           2.231 (meters)       7.32  (feet)  COMP
 AC7521  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 AC7521
 AC7521  VERT ORDER  -  SECOND    CLASS II
 AC7521
 AC7521.The horizontal coordinates were scaled from a topographic map and have
 AC7521.an estimated accuracy of +/- 6 seconds.
 AC7521
 AC7521.The orthometric height was determined by differential leveling
 AC7521.and adjusted in May 1997.
 AC7521
 AC7521.This Tidal Bench Mark is designated as VM 14955
 AC7521.by the Center for Operational Oceanographic Products and Services.
 AC7521
 AC7521.The geoid height was determined by GEOID03.
 AC7521
 AC7521.The dynamic height is computed by dividing the NAVD 88
 AC7521.geopotential number by the normal gravity value computed on the
 AC7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7521.degrees latitude (g = 980.6199 gals.).
 AC7521
 AC7521.The modeled gravity was interpolated from observed gravity values.
 AC7521
 AC7521;                    North         East    Units  Estimated Accuracy
 AC7521;SPC NC       -   107,590.      814,010.      MT  (+/- 180 meters Scaled)
 AC7521
 AC7521                          SUPERSEDED SURVEY CONTROL
 AC7521
 AC7521.No superseded survey control is available for this station.
 AC7521
 AC7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380411(NAD 83)
 AC7521_MARKER: DB = BENCH MARK DISK
 AC7521_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7521_SP_SET: SET IN CONCRETE APRON
 AC7521_STAMPING: NO 1 1973
 AC7521_MARK LOGO: NGS   
 AC7521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7521+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 AC7521
 AC7521  HISTORY     - Date     Condition        Report By
 AC7521  HISTORY     - 1973     MONUMENTED       NGS
 AC7521  HISTORY     - 19921123 GOOD             NCGS
 AC7521  HISTORY     - 20030205 GOOD             USPSQD
 AC7521  HISTORY     - 20051031 GOOD             USPSQD
 AC7521  HISTORY     - 20070304 GOOD             USPSQD
 AC7521
 AC7521                          STATION DESCRIPTION
 AC7521
 AC7521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7521'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI
 AC7521'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE BOGUE
 AC7521'SHORE CONDOMINIUMS, IN THE CONCRETE APRON AT THE NORTHEAST CORNER OF
 AC7521'THE BUILDING.
 AC7521
 AC7521                          STATION RECOVERY (2003)
 AC7521
 AC7521'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7521'RECOVERED IN GOOD CONDITION.
 AC7521
 AC7521                          STATION RECOVERY (2005)
 AC7521
 AC7521'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7521'RECOVERED IN GOOD CONDITION.
 AC7521
 AC7521                          STATION RECOVERY (2007)
 AC7521
 AC7521'RECOVERY NOTE BY US POWER SQUADRON 2007 (AL)
 AC7521'PARTIALLY PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7522 ***********************************************************************
 AC7522  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7522  DESIGNATION -  865 6566 TIDAL 2
 AC7522  PID         -  AC7522
 AC7522  STATE/COUNTY-  NC/CARTERET
 AC7522  USGS QUAD   -  MANSFIELD (1994)
 AC7522
 AC7522                         *CURRENT SURVEY CONTROL
 AC7522  ___________________________________________________________________
 AC7522* NAD 83(1986)-  34 41 55.     (N)    076 46 07.     (W)     SCALED    
 AC7522* NAVD 88     -         2.227  (meters)       7.31   (feet)  ADJUSTED  
 AC7522  ___________________________________________________________________
 AC7522  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AC7522  DYNAMIC HT  -           2.225 (meters)       7.30  (feet)  COMP
 AC7522  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 AC7522
 AC7522  VERT ORDER  -  SECOND    CLASS II
 AC7522
 AC7522.The horizontal coordinates were scaled from a topographic map and have
 AC7522.an estimated accuracy of +/- 6 seconds.
 AC7522
 AC7522.The orthometric height was determined by differential leveling
 AC7522.and adjusted in May 1997.
 AC7522
 AC7522.This Tidal Bench Mark is designated as VM 14956
 AC7522.by the Center for Operational Oceanographic Products and Services.
 AC7522
 AC7522.The geoid height was determined by GEOID03.
 AC7522
 AC7522.The dynamic height is computed by dividing the NAVD 88
 AC7522.geopotential number by the normal gravity value computed on the
 AC7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7522.degrees latitude (g = 980.6199 gals.).
 AC7522
 AC7522.The modeled gravity was interpolated from observed gravity values.
 AC7522
 AC7522;                    North         East    Units  Estimated Accuracy
 AC7522;SPC NC       -   107,530.      814,010.      MT  (+/- 180 meters Scaled)
 AC7522
 AC7522                          SUPERSEDED SURVEY CONTROL
 AC7522
 AC7522.No superseded survey control is available for this station.
 AC7522
 AC7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380410(NAD 83)
 AC7522_MARKER: DB = BENCH MARK DISK
 AC7522_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7522_SP_SET: SET IN CONCRETE WALKWAY
 AC7522_STAMPING: NO 2 1973
 AC7522_MARK LOGO: NGS   
 AC7522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7522+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2007
 AC7522
 AC7522  HISTORY     - Date     Condition        Report By
 AC7522  HISTORY     - 1973     MONUMENTED       NGS
 AC7522  HISTORY     - 19921123 GOOD             NCGS
 AC7522  HISTORY     - 20030205 GOOD             USPSQD
 AC7522  HISTORY     - 20051031 GOOD             USPSQD
 AC7522  HISTORY     - 20070304 GOOD             USPSQD
 AC7522
 AC7522                          STATION DESCRIPTION
 AC7522
 AC7522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7522'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI
 AC7522'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE BOGUE
 AC7522'SHORE CONDOMINIUMS, IN THE CONCRETE WALKWAY AT THE ENTRANCE TO THE
 AC7522'OFFICE.
 AC7522
 AC7522                          STATION RECOVERY (2003)
 AC7522
 AC7522'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7522'RECOVERED IN GOOD CONDITION.
 AC7522
 AC7522                          STATION RECOVERY (2005)
 AC7522
 AC7522'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7522'RECOVERED IN GOOD CONDITION.
 AC7522
 AC7522                          STATION RECOVERY (2007)
 AC7522
 AC7522'RECOVERY NOTE BY US POWER SQUADRON 2007 (TL)
 AC7522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7523 ***********************************************************************
 AC7523  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7523  DESIGNATION -  865 6566 TIDAL 4
 AC7523  PID         -  AC7523
 AC7523  STATE/COUNTY-  NC/CARTERET
 AC7523  USGS QUAD   -  MANSFIELD (1994)
 AC7523
 AC7523                         *CURRENT SURVEY CONTROL
 AC7523  ___________________________________________________________________
 AC7523* NAD 83(1986)-  34 41 50.     (N)    076 46 07.     (W)     SCALED    
 AC7523* NAVD 88     -         3.111  (meters)      10.21   (feet)  ADJUSTED  
 AC7523  ___________________________________________________________________
 AC7523  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AC7523  DYNAMIC HT  -           3.109 (meters)      10.20  (feet)  COMP
 AC7523  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 AC7523
 AC7523  VERT ORDER  -  SECOND    CLASS II
 AC7523
 AC7523.The horizontal coordinates were scaled from a topographic map and have
 AC7523.an estimated accuracy of +/- 6 seconds.
 AC7523
 AC7523.The orthometric height was determined by differential leveling
 AC7523.and adjusted in May 1997.
 AC7523
 AC7523.This Tidal Bench Mark is designated as VM 14958
 AC7523.by the Center for Operational Oceanographic Products and Services.
 AC7523
 AC7523.The geoid height was determined by GEOID03.
 AC7523
 AC7523.The dynamic height is computed by dividing the NAVD 88
 AC7523.geopotential number by the normal gravity value computed on the
 AC7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7523.degrees latitude (g = 980.6199 gals.).
 AC7523
 AC7523.The modeled gravity was interpolated from observed gravity values.
 AC7523
 AC7523;                    North         East    Units  Estimated Accuracy
 AC7523;SPC NC       -   107,370.      814,010.      MT  (+/- 180 meters Scaled)
 AC7523
 AC7523                          SUPERSEDED SURVEY CONTROL
 AC7523
 AC7523.No superseded survey control is available for this station.
 AC7523
 AC7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380408(NAD 83)
 AC7523_MARKER: DB = BENCH MARK DISK
 AC7523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC7523_SP_SET: SET IN TOP CONCRETE SEAWALL
 AC7523_STAMPING: NO 4 1973
 AC7523_MARK LOGO: NGS   
 AC7523_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7523+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 AC7523
 AC7523  HISTORY     - Date     Condition        Report By
 AC7523  HISTORY     - 1973     MONUMENTED       NGS
 AC7523  HISTORY     - 19921123 GOOD             NCGS
 AC7523  HISTORY     - 20030205 GOOD             USPSQD
 AC7523  HISTORY     - 20051031 MARK NOT FOUND   USPSQD
 AC7523
 AC7523                          STATION DESCRIPTION
 AC7523
 AC7523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7523'STATION IS LOCATED IN WESTERN ATLANTIC BEACH AT THE CORAL BAY
 AC7523'CLUB.$ALONG NC 58 FOR 0.4 MI (0.6 KM) WEST FROM THE POST OFFICE IN
 AC7523'ATLANTIC BEACH, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 AC7523'SEAWALL.
 AC7523
 AC7523                          STATION RECOVERY (2003)
 AC7523
 AC7523'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7523'RECOVERED IN GOOD CONDITION.
 AC7523
 AC7523                          STATION RECOVERY (2005)
 AC7523
 AC7523'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7523'SEAWALL WASHED AWAY FROM HURRICANES. SOME DUNES WASHED AWAY ALSO.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7524 ***********************************************************************
 AC7524  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7524  DESIGNATION -  865 6566 TIDAL 5
 AC7524  PID         -  AC7524
 AC7524  STATE/COUNTY-  NC/CARTERET
 AC7524  USGS QUAD   -  MANSFIELD (1994)
 AC7524
 AC7524                         *CURRENT SURVEY CONTROL
 AC7524  ___________________________________________________________________
 AC7524* NAD 83(1986)-  34 41 50.     (N)    076 46 05.     (W)     SCALED    
 AC7524* NAVD 88     -         3.115  (meters)      10.22   (feet)  ADJUSTED  
 AC7524  ___________________________________________________________________
 AC7524  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AC7524  DYNAMIC HT  -           3.112 (meters)      10.21  (feet)  COMP
 AC7524  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 AC7524
 AC7524  VERT ORDER  -  SECOND    CLASS II
 AC7524
 AC7524.The horizontal coordinates were scaled from a topographic map and have
 AC7524.an estimated accuracy of +/- 6 seconds.
 AC7524
 AC7524.The orthometric height was determined by differential leveling
 AC7524.and adjusted in May 1997.
 AC7524
 AC7524.This Tidal Bench Mark is designated as VM 14959
 AC7524.by the Center for Operational Oceanographic Products and Services.
 AC7524
 AC7524.The geoid height was determined by GEOID03.
 AC7524
 AC7524.The dynamic height is computed by dividing the NAVD 88
 AC7524.geopotential number by the normal gravity value computed on the
 AC7524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7524.degrees latitude (g = 980.6199 gals.).
 AC7524
 AC7524.The modeled gravity was interpolated from observed gravity values.
 AC7524
 AC7524;                    North         East    Units  Estimated Accuracy
 AC7524;SPC NC       -   107,380.      814,070.      MT  (+/- 180 meters Scaled)
 AC7524
 AC7524                          SUPERSEDED SURVEY CONTROL
 AC7524
 AC7524.No superseded survey control is available for this station.
 AC7524
 AC7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD380408(NAD 83)
 AC7524_MARKER: DB = BENCH MARK DISK
 AC7524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC7524_SP_SET: SET IN TOP OF CONCRETE SEAWALL
 AC7524_STAMPING: NO 5 1976
 AC7524_MARK LOGO: NGS   
 AC7524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7524+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1992
 AC7524
 AC7524  HISTORY     - Date     Condition        Report By
 AC7524  HISTORY     - 1976     MONUMENTED       NGS
 AC7524  HISTORY     - 19921123 GOOD             NCGS
 AC7524  HISTORY     - 20030205 MARK NOT FOUND   USPSQD
 AC7524
 AC7524                          STATION DESCRIPTION
 AC7524
 AC7524'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7524'STATION IS LOCATED IN WESTERN ATLANTIC BEACH.$ALONG NC 58 FOR 0.4 MI
 AC7524'(0.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE CORAL BAY
 AC7524'CLUB, IN THE TOP OF THE CONCRETE SEAWALL ON THE SOUTHERN PROLONGATION
 AC7524'OF THE WESTERN FENCE AROUND THE TENNIS COURT AND 0.8 FT (24.4 CM)
 AC7524'NORTH OF THE SOUTH EDGE OF THE SEAWALL.
 AC7524
 AC7524                          STATION RECOVERY (2003)
 AC7524
 AC7524'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7524'CONCRETE SEA WALL HAS BEEN REPLACED WITH WOODEN SEA WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7518 ***********************************************************************
 AC7518  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7518  DESIGNATION -  865 6571 TIDAL 1
 AC7518  PID         -  AC7518
 AC7518  STATE/COUNTY-  NC/CARTERET
 AC7518  USGS QUAD   -  BEAUFORT (1987)
 AC7518
 AC7518                         *CURRENT SURVEY CONTROL
 AC7518  ___________________________________________________________________
 AC7518* NAD 83(1986)-  34 41 42.     (N)    076 40 38.     (W)     SCALED    
 AC7518* NAVD 88     -         2.097  (meters)       6.88   (feet)  ADJUSTED  
 AC7518  ___________________________________________________________________
 AC7518  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AC7518  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 AC7518  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 AC7518
 AC7518  VERT ORDER  -  SECOND    CLASS II
 AC7518
 AC7518.The horizontal coordinates were scaled from a topographic map and have
 AC7518.an estimated accuracy of +/- 6 seconds.
 AC7518
 AC7518.The orthometric height was determined by differential leveling
 AC7518.and adjusted in May 1997.
 AC7518
 AC7518.This Tidal Bench Mark is designated as VM 14963
 AC7518.by the Center for Operational Oceanographic Products and Services.
 AC7518
 AC7518.The geoid height was determined by GEOID03.
 AC7518
 AC7518.The dynamic height is computed by dividing the NAVD 88
 AC7518.geopotential number by the normal gravity value computed on the
 AC7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7518.degrees latitude (g = 980.6199 gals.).
 AC7518
 AC7518.The modeled gravity was interpolated from observed gravity values.
 AC7518
 AC7518;                    North         East    Units  Estimated Accuracy
 AC7518;SPC NC       -   107,320.      822,390.      MT  (+/- 180 meters Scaled)
 AC7518
 AC7518                          SUPERSEDED SURVEY CONTROL
 AC7518
 AC7518.No superseded survey control is available for this station.
 AC7518
 AC7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD463405(NAD 83)
 AC7518_MARKER: DD = SURVEY DISK
 AC7518_SETTING: 80 = SET IN A BOULDER
 AC7518_MARK LOGO: CGS   
 AC7518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7518+STABILITY: SURFACE MOTION
 AC7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7518+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1992
 AC7518
 AC7518  HISTORY     - Date     Condition        Report By
 AC7518  HISTORY     - 1972     MONUMENTED       CGS
 AC7518  HISTORY     - 19920527 GOOD             NCGS
 AC7518
 AC7518                          STATION DESCRIPTION
 AC7518
 AC7518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7518'MARK IS SET IN A BOULDER IN THE FORT MACON JETTY AT BEAUFORT INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7535 ***********************************************************************
 AC7535  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7535  DESIGNATION -  865 6571 TIDAL 2
 AC7535  PID         -  AC7535
 AC7535  STATE/COUNTY-  NC/CARTERET
 AC7535  USGS QUAD   -  BEAUFORT (1987)
 AC7535
 AC7535                         *CURRENT SURVEY CONTROL
 AC7535  ___________________________________________________________________
 AC7535* NAD 83(1986)-  34 41 57.     (N)    076 40 52.     (W)     SCALED    
 AC7535* NAVD 88     -         1.891  (meters)       6.20   (feet)  ADJUSTED  
 AC7535  ___________________________________________________________________
 AC7535  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AC7535  DYNAMIC HT  -           1.890 (meters)       6.20  (feet)  COMP
 AC7535  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 AC7535
 AC7535  VERT ORDER  -  SECOND    CLASS II
 AC7535
 AC7535.The horizontal coordinates were scaled from a topographic map and have
 AC7535.an estimated accuracy of +/- 6 seconds.
 AC7535
 AC7535.The orthometric height was determined by differential leveling
 AC7535.and adjusted in May 1997.
 AC7535
 AC7535.This Tidal Bench Mark is designated as VM 14964
 AC7535.by the Center for Operational Oceanographic Products and Services.
 AC7535
 AC7535.The geoid height was determined by GEOID03.
 AC7535
 AC7535.The dynamic height is computed by dividing the NAVD 88
 AC7535.geopotential number by the normal gravity value computed on the
 AC7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7535.degrees latitude (g = 980.6199 gals.).
 AC7535
 AC7535.The modeled gravity was interpolated from observed gravity values.
 AC7535
 AC7535;                    North         East    Units  Estimated Accuracy
 AC7535;SPC NC       -   107,770.      822,020.      MT  (+/- 180 meters Scaled)
 AC7535
 AC7535                          SUPERSEDED SURVEY CONTROL
 AC7535
 AC7535.No superseded survey control is available for this station.
 AC7535
 AC7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD460409(NAD 83)
 AC7535_MARKER: DB = BENCH MARK DISK
 AC7535_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7535_SP_SET: SET IN CONCRETE BASE OF BOLLARD
 AC7535_STAMPING: NO 2 1973
 AC7535_MARK LOGO: NOS   
 AC7535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7535+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 AC7535
 AC7535  HISTORY     - Date     Condition        Report By
 AC7535  HISTORY     - 1973     MONUMENTED       NOS
 AC7535  HISTORY     - 19930816 GOOD             NCGS
 AC7535  HISTORY     - 20040517 GOOD             USPSQD
 AC7535  HISTORY     - 20051031 GOOD             USPSQD
 AC7535  HISTORY     - 20070302 GOOD             USPSQD
 AC7535
 AC7535                          STATION DESCRIPTION
 AC7535
 AC7535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AC7535'STATION IS LOCATED AT THE FORT MACON U.S. COAST GUARD STATION.$MARK IS
 AC7535'SET IN THE CONCRETE BASE OF A LARGE BOLLARD (STORM ANCHOR) LOCATED
 AC7535'NEAR THE NORTHERN MOST PIER.
 AC7535
 AC7535                          STATION RECOVERY (2004)
 AC7535
 AC7535'RECOVERY NOTE BY US POWER SQUADRON 2004 (FM)
 AC7535'RECOVERED IN GOOD CONDITION.
 AC7535
 AC7535                          STATION RECOVERY (2005)
 AC7535
 AC7535'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7535'RECOVERED IN GOOD CONDITION.
 AC7535
 AC7535                          STATION RECOVERY (2007)
 AC7535
 AC7535'RECOVERY NOTE BY US POWER SQUADRON 2007 (TDM)
 AC7535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7536 ***********************************************************************
 AC7536  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7536  DESIGNATION -  865 6571 TIDAL 4
 AC7536  PID         -  AC7536
 AC7536  STATE/COUNTY-  NC/CARTERET
 AC7536  USGS QUAD   -  BEAUFORT (1987)
 AC7536
 AC7536                         *CURRENT SURVEY CONTROL
 AC7536  ___________________________________________________________________
 AC7536* NAD 83(1986)-  34 41 45.     (N)    076 40 51.     (W)     SCALED    
 AC7536* NAVD 88     -         3.070  (meters)      10.07   (feet)  ADJUSTED  
 AC7536  ___________________________________________________________________
 AC7536  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AC7536  DYNAMIC HT  -           3.067 (meters)      10.06  (feet)  COMP
 AC7536  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 AC7536
 AC7536  VERT ORDER  -  SECOND    CLASS II
 AC7536
 AC7536.The horizontal coordinates were scaled from a topographic map and have
 AC7536.an estimated accuracy of +/- 6 seconds.
 AC7536
 AC7536.The orthometric height was determined by differential leveling
 AC7536.and adjusted in May 1997.
 AC7536
 AC7536.This Tidal Bench Mark is designated as VM 14966
 AC7536.by the Center for Operational Oceanographic Products and Services.
 AC7536
 AC7536.The geoid height was determined by GEOID03.
 AC7536
 AC7536.The dynamic height is computed by dividing the NAVD 88
 AC7536.geopotential number by the normal gravity value computed on the
 AC7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7536.degrees latitude (g = 980.6199 gals.).
 AC7536
 AC7536.The modeled gravity was interpolated from observed gravity values.
 AC7536
 AC7536;                    North         East    Units  Estimated Accuracy
 AC7536;SPC NC       -   107,400.      822,060.      MT  (+/- 180 meters Scaled)
 AC7536
 AC7536                          SUPERSEDED SURVEY CONTROL
 AC7536
 AC7536.No superseded survey control is available for this station.
 AC7536
 AC7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD460405(NAD 83)
 AC7536_MARKER: DB = BENCH MARK DISK
 AC7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7536_STAMPING: NO 4 1973
 AC7536_MARK LOGO: NOS   
 AC7536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7536+STABILITY: SURFACE MOTION
 AC7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7536+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 AC7536
 AC7536  HISTORY     - Date     Condition        Report By
 AC7536  HISTORY     - 1973     MONUMENTED       NOS
 AC7536  HISTORY     - 19920527 GOOD             NCGS
 AC7536  HISTORY     - 20030226 GOOD             USPSQD
 AC7536  HISTORY     - 20040517 GOOD             USPSQD
 AC7536  HISTORY     - 20051031 GOOD             USPSQD
 AC7536  HISTORY     - 20070302 GOOD             USPSQD
 AC7536
 AC7536                          STATION DESCRIPTION
 AC7536
 AC7536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7536'STATION IS LOCATED AT FORT MACON COAST GUARD STATION, IN THE TOP OF A
 AC7536'5-FOOT TALL WHITE SQUARE CONCRETE MONUMENT ON THE WEST SIDE OF THE
 AC7536'ENTRANCE TO THE COAST GUARD STATION.
 AC7536
 AC7536                          STATION RECOVERY (2003)
 AC7536
 AC7536'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 AC7536'RECOVERED IN GOOD CONDITION.
 AC7536
 AC7536                          STATION RECOVERY (2004)
 AC7536
 AC7536'RECOVERY NOTE BY US POWER SQUADRON 2004 (FM)
 AC7536'RECOVERED IN GOOD CONDITION.
 AC7536
 AC7536                          STATION RECOVERY (2005)
 AC7536
 AC7536'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7536'RECOVERED IN GOOD CONDITION.
 AC7536
 AC7536                          STATION RECOVERY (2007)
 AC7536
 AC7536'RECOVERY NOTE BY US POWER SQUADRON 2007 (TDM)
 AC7536'MARK IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7537 ***********************************************************************
 AC7537  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7537  DESIGNATION -  865 6571 TIDAL 5
 AC7537  PID         -  AC7537
 AC7537  STATE/COUNTY-  NC/CARTERET
 AC7537  USGS QUAD   -  BEAUFORT (1987)
 AC7537
 AC7537                         *CURRENT SURVEY CONTROL
 AC7537  ___________________________________________________________________
 AC7537* NAD 83(1986)-  34 41 45.     (N)    076 40 50.     (W)     SCALED    
 AC7537* NAVD 88     -         3.110  (meters)      10.20   (feet)  ADJUSTED  
 AC7537  ___________________________________________________________________
 AC7537  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AC7537  DYNAMIC HT  -           3.107 (meters)      10.19  (feet)  COMP
 AC7537  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 AC7537
 AC7537  VERT ORDER  -  SECOND    CLASS II
 AC7537
 AC7537.The horizontal coordinates were scaled from a topographic map and have
 AC7537.an estimated accuracy of +/- 6 seconds.
 AC7537
 AC7537.The orthometric height was determined by differential leveling
 AC7537.and adjusted in May 1997.
 AC7537
 AC7537.This Tidal Bench Mark is designated as VM 14967
 AC7537.by the Center for Operational Oceanographic Products and Services.
 AC7537
 AC7537.The geoid height was determined by GEOID03.
 AC7537
 AC7537.The dynamic height is computed by dividing the NAVD 88
 AC7537.geopotential number by the normal gravity value computed on the
 AC7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7537.degrees latitude (g = 980.6199 gals.).
 AC7537
 AC7537.The modeled gravity was interpolated from observed gravity values.
 AC7537
 AC7537;                    North         East    Units  Estimated Accuracy
 AC7537;SPC NC       -   107,410.      822,080.      MT  (+/- 180 meters Scaled)
 AC7537
 AC7537                          SUPERSEDED SURVEY CONTROL
 AC7537
 AC7537.No superseded survey control is available for this station.
 AC7537
 AC7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD460405(NAD 83)
 AC7537_MARKER: DB = BENCH MARK DISK
 AC7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7537_STAMPING: NO 5 1973
 AC7537_MARK LOGO: NOS   
 AC7537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7537+STABILITY: SURFACE MOTION
 AC7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7537+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 AC7537
 AC7537  HISTORY     - Date     Condition        Report By
 AC7537  HISTORY     - 1973     MONUMENTED       NOS
 AC7537  HISTORY     - 19920527 GOOD             NCGS
 AC7537  HISTORY     - 20030226 GOOD             USPSQD
 AC7537  HISTORY     - 20051031 GOOD             USPSQD
 AC7537  HISTORY     - 20070302 GOOD             USPSQD
 AC7537
 AC7537                          STATION DESCRIPTION
 AC7537
 AC7537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7537'STATION IS LOCATED AT THE FORT MACON COAST GUARD STATION, IN THE TOP
 AC7537'OF A 5-FOOT TALL SQUARE CONCRETE MONUMENT ON THE EAST SIDE OF THE
 AC7537'ENTRANCE TO THE COAST GUARD STATION.
 AC7537
 AC7537                          STATION RECOVERY (2003)
 AC7537
 AC7537'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 AC7537'RECOVERED IN GOOD CONDITION.
 AC7537
 AC7537                          STATION RECOVERY (2005)
 AC7537
 AC7537'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7537'RECOVERED IN GOOD CONDITION.
 AC7537
 AC7537                          STATION RECOVERY (2007)
 AC7537
 AC7537'RECOVERY NOTE BY US POWER SQUADRON 2007 (TDM)
 AC7537'MARK IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7539 ***********************************************************************
 AC7539  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7539  DESIGNATION -  865 6590 B TIDAL
 AC7539  PID         -  AC7539
 AC7539  STATE/COUNTY-  NC/CARTERET
 AC7539  USGS QUAD   -  BEAUFORT (1987)
 AC7539
 AC7539                         *CURRENT SURVEY CONTROL
 AC7539  ___________________________________________________________________
 AC7539* NAD 83(1986)-  34 41 50.     (N)    076 42 43.     (W)     SCALED    
 AC7539* NAVD 88     -         2.813  (meters)       9.23   (feet)  ADJUSTED  
 AC7539  ___________________________________________________________________
 AC7539  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 AC7539  DYNAMIC HT  -           2.811 (meters)       9.22  (feet)  COMP
 AC7539  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 AC7539
 AC7539  VERT ORDER  -  SECOND    CLASS II
 AC7539
 AC7539.The horizontal coordinates were scaled from a topographic map and have
 AC7539.an estimated accuracy of +/- 6 seconds.
 AC7539
 AC7539.The orthometric height was determined by differential leveling
 AC7539.and adjusted in May 1997.
 AC7539
 AC7539.This Tidal Bench Mark is designated as VM 3564
 AC7539.by the Center for Operational Oceanographic Products and Services.
 AC7539
 AC7539.The geoid height was determined by GEOID03.
 AC7539
 AC7539.The dynamic height is computed by dividing the NAVD 88
 AC7539.geopotential number by the normal gravity value computed on the
 AC7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7539.degrees latitude (g = 980.6199 gals.).
 AC7539
 AC7539.The modeled gravity was interpolated from observed gravity values.
 AC7539
 AC7539;                    North         East    Units  Estimated Accuracy
 AC7539;SPC NC       -   107,490.      819,210.      MT  (+/- 180 meters Scaled)
 AC7539
 AC7539                          SUPERSEDED SURVEY CONTROL
 AC7539
 AC7539.No superseded survey control is available for this station.
 AC7539
 AC7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432408(NAD 83)
 AC7539_MARKER: DB = BENCH MARK DISK
 AC7539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7539_STAMPING: 6590 B 1976
 AC7539_MARK LOGO: NOS   
 AC7539_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7539+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 AC7539
 AC7539  HISTORY     - Date     Condition        Report By
 AC7539  HISTORY     - 1976     MONUMENTED       NOS
 AC7539  HISTORY     - 19921124 GOOD             NCGS
 AC7539
 AC7539                          STATION DESCRIPTION
 AC7539
 AC7539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7539'STATION IS LOCATED IN EASTERN ATLANTIC BEACH.$PROCEED ALONG NC 58
 AC7539'(FORT MACON BOULEVARD) FOR 2.9 MI (4.7 KM) EAST FROM THE POST OFFICE
 AC7539'IN ATLANTIC BEACH TO HENDERSON BOULEVARD, THENCE SOUTH ON HENDERSON
 AC7539'BOULEVARD FOR 0.15 MI (0.24 KM) TO COOPER STREET AND STATION IN THE
 AC7539'SOUTHWEST QUADRANT. THE BENCH MARK IS CRIMPED TO A COPPER-CLAD STEEL
 AC7539'ROD DRIVEN AN UNSPECIFIED DEPTH, AND SURROUNDED BY CONCRETE.$MARK IS
 AC7539'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH HENDERSON BOULEVARD.
 AC7539'ORIGINAL REFERENCES WERE NOT VERIFIED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7488 ***********************************************************************
 AC7488  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7488  DESIGNATION -  865 6590 C TIDAL
 AC7488  PID         -  AC7488
 AC7488  STATE/COUNTY-  NC/CARTERET
 AC7488  USGS QUAD   -  BEAUFORT (1987)
 AC7488
 AC7488                         *CURRENT SURVEY CONTROL
 AC7488  ___________________________________________________________________
 AC7488* NAD 83(1986)-  34 41 53.     (N)    076 42 43.     (W)     SCALED    
 AC7488* NAVD 88     -         3.247  (meters)      10.65   (feet)  ADJUSTED  
 AC7488  ___________________________________________________________________
 AC7488  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 AC7488  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 AC7488  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 AC7488
 AC7488  VERT ORDER  -  SECOND    CLASS II
 AC7488
 AC7488.The horizontal coordinates were scaled from a topographic map and have
 AC7488.an estimated accuracy of +/- 6 seconds.
 AC7488
 AC7488.The orthometric height was determined by differential leveling
 AC7488.and adjusted in May 1997.
 AC7488
 AC7488.This Tidal Bench Mark is designated as VM 3565
 AC7488.by the Center for Operational Oceanographic Products and Services.
 AC7488
 AC7488.The geoid height was determined by GEOID03.
 AC7488
 AC7488.The dynamic height is computed by dividing the NAVD 88
 AC7488.geopotential number by the normal gravity value computed on the
 AC7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7488.degrees latitude (g = 980.6199 gals.).
 AC7488
 AC7488.The modeled gravity was interpolated from observed gravity values.
 AC7488
 AC7488;                    North         East    Units  Estimated Accuracy
 AC7488;SPC NC       -   107,590.      819,200.      MT  (+/- 180 meters Scaled)
 AC7488
 AC7488                          SUPERSEDED SURVEY CONTROL
 AC7488
 AC7488.No superseded survey control is available for this station.
 AC7488
 AC7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432408(NAD 83)
 AC7488_MARKER: DB = BENCH MARK DISK
 AC7488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7488_STAMPING: 6590 C 1976
 AC7488_MARK LOGO: NOS   
 AC7488_PROJECTION: FLUSH
 AC7488_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7488+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1992
 AC7488_ROD/PIPE-DEPTH: 14   meters
 AC7488
 AC7488  HISTORY     - Date     Condition        Report By
 AC7488  HISTORY     - 1976     MONUMENTED       NOS
 AC7488  HISTORY     - 19920511 GOOD             NCGS
 AC7488
 AC7488                          STATION DESCRIPTION
 AC7488
 AC7488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7488'STATION IS LOCATED IN EASTERN ATLANTIC BEACH.$PROCEED ALONG NC 58
 AC7488'(FORT MACON BOULEVARD) FOR 2.9 MI (4.7 KM) EAST FROM THE POST OFFICE
 AC7488'IN ATLANTIC BEACH TO HENDERSON BOULEVARD, THENCE SOUTH ON HENDERSON
 AC7488'BOULEVARD FOR 0.1 MI (0.2 KM) TO STATION ON THE WEST SIDE OF HENDERSON
 AC7488'BOULEVARD. MARK WAS CRIMPED TO A COPPER CLAD STEEL ROD DRIVEN 45 FT
 AC7488'(13.7 M) IN THE GROUND AND SURROUNDED BY CONCRETE.$MARK IS FLUSH WITH
 AC7488'THE GROUND AND LEVEL WITH HENDERSON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7538 ***********************************************************************
 AC7538  TIDAL BM    -  This is a Tidal Bench Mark.
 AC7538  DESIGNATION -  865 6590 D TIDAL
 AC7538  PID         -  AC7538
 AC7538  STATE/COUNTY-  NC/CARTERET
 AC7538  USGS QUAD   -  BEAUFORT (1987)
 AC7538
 AC7538                         *CURRENT SURVEY CONTROL
 AC7538  ___________________________________________________________________
 AC7538* NAD 83(1986)-  34 41 56.     (N)    076 42 41.     (W)     SCALED    
 AC7538* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 AC7538  ___________________________________________________________________
 AC7538  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 AC7538  DYNAMIC HT  -           1.754 (meters)       5.75  (feet)  COMP
 AC7538  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 AC7538
 AC7538  VERT ORDER  -  SECOND    CLASS II
 AC7538
 AC7538.The horizontal coordinates were scaled from a topographic map and have
 AC7538.an estimated accuracy of +/- 6 seconds.
 AC7538
 AC7538.The orthometric height was determined by differential leveling
 AC7538.and adjusted in May 1997.
 AC7538
 AC7538.This Tidal Bench Mark is designated as VM 3566
 AC7538.by the Center for Operational Oceanographic Products and Services.
 AC7538
 AC7538.The geoid height was determined by GEOID03.
 AC7538
 AC7538.The dynamic height is computed by dividing the NAVD 88
 AC7538.geopotential number by the normal gravity value computed on the
 AC7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7538.degrees latitude (g = 980.6199 gals.).
 AC7538
 AC7538.The modeled gravity was interpolated from observed gravity values.
 AC7538
 AC7538;                    North         East    Units  Estimated Accuracy
 AC7538;SPC NC       -   107,680.      819,250.      MT  (+/- 180 meters Scaled)
 AC7538
 AC7538                          SUPERSEDED SURVEY CONTROL
 AC7538
 AC7538.No superseded survey control is available for this station.
 AC7538
 AC7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432409(NAD 83)
 AC7538_MARKER: DB = BENCH MARK DISK
 AC7538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC7538_STAMPING: 6590 D 1976
 AC7538_MARK LOGO: NOS   
 AC7538_PROJECTION: RECESSED 10 CENTIMETERS
 AC7538_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7538+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1992
 AC7538_ROD/PIPE-DEPTH: 11   meters
 AC7538
 AC7538  HISTORY     - Date     Condition        Report By
 AC7538  HISTORY     - 1976     MONUMENTED       NOS
 AC7538  HISTORY     - 19921124 GOOD             NCGS
 AC7538
 AC7538                          STATION DESCRIPTION
 AC7538
 AC7538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7538'STATION IS LOCATED IN EASTERN ATLANTIC BEACH.$ALONG NC 58 (FORT MACON
 AC7538'BOULEVARD) FOR 2.9 MI (4.7 KM) EAST FROM THE POST OFFICE IN ATLANTIC
 AC7538'BEACH, AT HENDERSON BOULEVARD, IN THE SOUTHEAST QUADRANT. THE BENCH
 AC7538'MARK IS CRIMPED TO A COPPER-CLAD STEEL ROD DRIVEN 35 FT (10.7 M) AND
 AC7538'IS INSIDE A 4-INCH PVC PIPE, SURROUNDED BY CONCRETE.$MARK IS RECESSED
 AC7538'4 INCHES BELOW GROUND. LOCATED 32.3 FT (9.8 M) EAST OF THE CENTERLINE
 AC7538'OF HENDERSON BOULEVARD, 2.3 FT (0.7 M) WEST OF THE SOUTHWEST CORNER OF
 AC7538'A TELEPHONE PEDESTAL PAD, AND 10.5 FT (3.2 M) NORTHWEST OF THE
 AC7538'NORTHWEST CORNER OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0180 ***********************************************************************
 EA0180  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0180  DESIGNATION -  865 6590 TIDAL 4
 EA0180  PID         -  EA0180
 EA0180  STATE/COUNTY-  NC/CARTERET
 EA0180  USGS QUAD   -  BEAUFORT (1987)
 EA0180
 EA0180                         *CURRENT SURVEY CONTROL
 EA0180  ___________________________________________________________________
 EA0180* NAD 83(1986)-  34 41 45.     (N)    076 42 42.     (W)     SCALED    
 EA0180* NAVD 88     -         3.306  (meters)      10.85   (feet)  ADJUSTED  
 EA0180  ___________________________________________________________________
 EA0180  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA0180  DYNAMIC HT  -           3.303 (meters)      10.84  (feet)  COMP
 EA0180  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EA0180
 EA0180  VERT ORDER  -  SECOND    CLASS 0
 EA0180
 EA0180.The horizontal coordinates were scaled from a topographic map and have
 EA0180.an estimated accuracy of +/- 6 seconds.
 EA0180
 EA0180.The orthometric height was determined by differential leveling
 EA0180.and adjusted in June 1991.
 EA0180
 EA0180.This Tidal Bench Mark is designated as VM 3561
 EA0180.by the Center for Operational Oceanographic Products and Services.
 EA0180
 EA0180.This Tidal Bench Mark is designated as VM 15062
 EA0180.by the Center for Operational Oceanographic Products and Services.
 EA0180
 EA0180.The geoid height was determined by GEOID03.
 EA0180
 EA0180.The dynamic height is computed by dividing the NAVD 88
 EA0180.geopotential number by the normal gravity value computed on the
 EA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0180.degrees latitude (g = 980.6199 gals.).
 EA0180
 EA0180.The modeled gravity was interpolated from observed gravity values.
 EA0180
 EA0180;                    North         East    Units  Estimated Accuracy
 EA0180;SPC NC       -   107,340.      819,230.      MT  (+/- 180 meters Scaled)
 EA0180
 EA0180                          SUPERSEDED SURVEY CONTROL
 EA0180
 EA0180  NGVD 29 (??/??/92)    3.631  (m)           11.91   (f) ADJ UNCH    2 0
 EA0180
 EA0180.Superseded values are not recommended for survey control.
 EA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0180.See file dsdata.txt to determine how the superseded data were derived.
 EA0180
 EA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432406(NAD 83)
 EA0180_MARKER: DB = BENCH MARK DISK
 EA0180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA0180_SP_SET: CONCRETE APRON
 EA0180_STAMPING: NO 4 1960
 EA0180_MARK LOGO: CGS   
 EA0180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0180+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 EA0180
 EA0180  HISTORY     - Date     Condition        Report By
 EA0180  HISTORY     - 1960     MONUMENTED       CGS
 EA0180  HISTORY     - 1963     GOOD             NGS
 EA0180  HISTORY     - 19890930 GOOD             USPSQD
 EA0180  HISTORY     - 19920511 GOOD             NCGS
 EA0180  HISTORY     - 20030226 GOOD             USPSQD
 EA0180  HISTORY     - 20041019 GOOD             USPSQD
 EA0180  HISTORY     - 20051031 GOOD             USPSQD
 EA0180  HISTORY     - 20070302 MARK NOT FOUND   USPSQD
 EA0180
 EA0180                          STATION DESCRIPTION
 EA0180
 EA0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0180'1.8 MI E FROM ATLANTIC BEACH.
 EA0180'ABOUT 1.55 MILES EAST ALONG FORT MACON ROAD FROM THE JUNCTION
 EA0180'OF A BLACK TOP ROAD LEADING TO MOREHEAD CITY, THENCE 0.25 MILE
 EA0180'SOUTH ALONG HENDERSON BLVD, AT THE NORTH END OF THE TRIPLE
 EA0180'EZZ FISHING PIER, SET ON THE TOP OF A CONCRETE APRON ALONG THE
 EA0180'NORTH SIDE OF THE TRIPLE EZZ FISHING PIER SNACK BAR, 13 FEET
 EA0180'EAST OF THE NORTHWEST CORNER OF THE BUILDING, 33 1/2 FEET
 EA0180'WEST OF THE EXTENDED CENTER LINE OF THE BLVD, 0.5 FOOT NORTH
 EA0180'OF THE NORTH WALL OF THE BUILDING, DIRECTLY UNDER A TELEPHONE
 EA0180'RELAY BOX AND ABOUT LEVEL WITH THE BLVD.  TIDAL STATION NO. 40A,
 EA0180'ATLANTIC BEACH, NORTH CAROLINA.
 EA0180
 EA0180                          STATION RECOVERY (1989)
 EA0180
 EA0180'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0180'RECOVERED IN GOOD CONDITION.
 EA0180
 EA0180                          STATION RECOVERY (1992)
 EA0180
 EA0180'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0180'RECOVERED AS DESCRIBED. NAME OF PIER IS--TRIPLE S--.  MARK IS 31 FT
 EA0180'(9.4 M) EAST OF THE NORTHWEST CORNER OF THE BUILDING, DIRECTLY UNDER A
 EA0180'LIGHT METER.
 EA0180
 EA0180                          STATION RECOVERY (2003)
 EA0180
 EA0180'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 EA0180'RECOVERED IN GOOD CONDITION.
 EA0180
 EA0180                          STATION RECOVERY (2004)
 EA0180
 EA0180'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA0180'RECOVERED IN GOOD CONDITION.
 EA0180
 EA0180                          STATION RECOVERY (2005)
 EA0180
 EA0180'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0180'RECOVERED IN GOOD CONDITION.
 EA0180
 EA0180                          STATION RECOVERY (2007)
 EA0180
 EA0180'RECOVERY NOTE BY US POWER SQUADRON 2007 (TDM)
 EA0180'THE TRIPLE S PIER AND ALL OF ITS SUPPORT BUILDINGS HAVE BEEN
 EA0180'DEMOLISHED.  THE AREA HAS BEEN COMPLETELY REGRADED AND BEACH HOUSES
 EA0180'BUILT ON THE SITE.  NO EVIDENCE REMAINS OF THE PIER SNACK BAR OR THE
 EA0180'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0179 ***********************************************************************
 EA0179  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0179  DESIGNATION -  865 6590 TIDAL 5
 EA0179  PID         -  EA0179
 EA0179  STATE/COUNTY-  NC/CARTERET
 EA0179  USGS QUAD   -  BEAUFORT (1987)
 EA0179
 EA0179                         *CURRENT SURVEY CONTROL
 EA0179  ___________________________________________________________________
 EA0179* NAD 83(1986)-  34 41 53.     (N)    076 42 42.     (W)     SCALED    
 EA0179* NAVD 88     -         3.068  (meters)      10.07   (feet)  ADJUSTED  
 EA0179  ___________________________________________________________________
 EA0179  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA0179  DYNAMIC HT  -           3.065 (meters)      10.06  (feet)  COMP
 EA0179  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EA0179
 EA0179  VERT ORDER  -  SECOND    CLASS 0
 EA0179
 EA0179.The horizontal coordinates were scaled from a topographic map and have
 EA0179.an estimated accuracy of +/- 6 seconds.
 EA0179
 EA0179.The orthometric height was determined by differential leveling
 EA0179.and adjusted in June 1991.
 EA0179
 EA0179.This Tidal Bench Mark is designated as VM 3562
 EA0179.by the Center for Operational Oceanographic Products and Services.
 EA0179
 EA0179.The geoid height was determined by GEOID03.
 EA0179
 EA0179.The dynamic height is computed by dividing the NAVD 88
 EA0179.geopotential number by the normal gravity value computed on the
 EA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0179.degrees latitude (g = 980.6199 gals.).
 EA0179
 EA0179.The modeled gravity was interpolated from observed gravity values.
 EA0179
 EA0179;                    North         East    Units  Estimated Accuracy
 EA0179;SPC NC       -   107,590.      819,230.      MT  (+/- 180 meters Scaled)
 EA0179
 EA0179                          SUPERSEDED SURVEY CONTROL
 EA0179
 EA0179  NGVD 29 (??/??/92)    3.39   (m)           11.1    (f) COMPUTED    2 0
 EA0179
 EA0179.Superseded values are not recommended for survey control.
 EA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0179.See file dsdata.txt to determine how the superseded data were derived.
 EA0179
 EA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432408(NAD 83)
 EA0179_MARKER: DB = BENCH MARK DISK
 EA0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0179_SP_SET: CONCRETE SLAB
 EA0179_STAMPING: NO 5 1963
 EA0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0179
 EA0179  HISTORY     - Date     Condition        Report By
 EA0179  HISTORY     - 1963     MONUMENTED       CGS
 EA0179  HISTORY     - 19890930 MARK NOT FOUND   USPSQD
 EA0179  HISTORY     - 19920511 MARK NOT FOUND   NCGS
 EA0179  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA0179
 EA0179                          STATION DESCRIPTION
 EA0179
 EA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0179'1.6 MI E FROM ATLANTIC BEACH.
 EA0179'ABOUT 1.55 MILES EAST ALONG FORT MACON ROAD FROM THE JUNCTION
 EA0179'OF A BLACK TOP ROAD LEADING NORTH TO MOREHEAD CITY, THENCE
 EA0179'0.1 MILE SOUTH ALONG HENDERSON BLVD, SET ON THE TOP OF AN
 EA0179'18-BY-5-FOOT CONCRETE SLAB ON THE WEST SIDE OF A PINK SHINGLE
 EA0179'COTTAGE CALLED LOU DEE COTTAGE, ABOUT 550 FEET NORTH OF THE
 EA0179'NORTH END OF THE TRIPLE ESS FISHING PIER, 48 FEET EAST OF THE
 EA0179'CENTER LINE OF THE BLVD, 81 FEET SOUTH OF THE CENTER LINE OF
 EA0179'RALEIGH AVENUE, 15 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 EA0179'COTTAGE, 1 FOOT WEST OF THE WEST SIDE OF THE BUILDING, 101 FEET
 EA0179'SOUTHEAST OF AND ACROSS THE BLVD FROM BENCH MARK R 163, AND ABOUT
 EA0179'LEVEL WITH THE BLVD.  TIDAL STATION NO. 40A, ATLANTIC BEACH,
 EA0179'NORTH CAROLINA.
 EA0179
 EA0179                          STATION RECOVERY (1989)
 EA0179
 EA0179'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0179'MARK NOT FOUND.
 EA0179
 EA0179                          STATION RECOVERY (1992)
 EA0179
 EA0179'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0179'MARK HAS BEEN LOST--BUILDING AND SLAB ARE GONE.
 EA0179
 EA0179                          STATION RECOVERY (2003)
 EA0179
 EA0179'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0177 ***********************************************************************
 EA0177  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0177  DESIGNATION -  865 6590 TIDAL 6
 EA0177  PID         -  EA0177
 EA0177  STATE/COUNTY-  NC/CARTERET
 EA0177  USGS QUAD   -  BEAUFORT (1987)
 EA0177
 EA0177                         *CURRENT SURVEY CONTROL
 EA0177  ___________________________________________________________________
 EA0177* NAD 83(1986)-  34 41 56.     (N)    076 42 42.     (W)     SCALED    
 EA0177* NAVD 88     -         3.956  (meters)      12.98   (feet)  ADJUSTED  
 EA0177  ___________________________________________________________________
 EA0177  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA0177  DYNAMIC HT  -           3.952 (meters)      12.97  (feet)  COMP
 EA0177  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 EA0177
 EA0177  VERT ORDER  -  SECOND    CLASS 0
 EA0177
 EA0177.The horizontal coordinates were scaled from a topographic map and have
 EA0177.an estimated accuracy of +/- 6 seconds.
 EA0177
 EA0177.The orthometric height was determined by differential leveling
 EA0177.and adjusted in June 1991.
 EA0177
 EA0177.This Tidal Bench Mark is designated as VM 3563
 EA0177.by the Center for Operational Oceanographic Products and Services.
 EA0177
 EA0177.This Tidal Bench Mark is designated as VM 15064
 EA0177.by the Center for Operational Oceanographic Products and Services.
 EA0177
 EA0177.The geoid height was determined by GEOID03.
 EA0177
 EA0177.The dynamic height is computed by dividing the NAVD 88
 EA0177.geopotential number by the normal gravity value computed on the
 EA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0177.degrees latitude (g = 980.6199 gals.).
 EA0177
 EA0177.The modeled gravity was interpolated from observed gravity values.
 EA0177
 EA0177;                    North         East    Units  Estimated Accuracy
 EA0177;SPC NC       -   107,680.      819,230.      MT  (+/- 180 meters Scaled)
 EA0177
 EA0177                          SUPERSEDED SURVEY CONTROL
 EA0177
 EA0177  NGVD 29 (??/??/92)    4.28   (m)           14.0    (f) COMPUTED    2 0
 EA0177
 EA0177.Superseded values are not recommended for survey control.
 EA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0177.See file dsdata.txt to determine how the superseded data were derived.
 EA0177
 EA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD432409(NAD 83)
 EA0177_MARKER: DB = BENCH MARK DISK
 EA0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0177_SP_SET: BUILDING
 EA0177_STAMPING: NO 6 1960
 EA0177_MARK LOGO: CGS   
 EA0177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0177
 EA0177  HISTORY     - Date     Condition        Report By
 EA0177  HISTORY     - 1960     MONUMENTED       CGS
 EA0177  HISTORY     - 1963     GOOD             NGS
 EA0177  HISTORY     - 19890930 GOOD             USPSQD
 EA0177  HISTORY     - 19920511 GOOD             NCGS
 EA0177
 EA0177                          STATION DESCRIPTION
 EA0177
 EA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0177'1.6 MI E FROM ATLANTIC BEACH.
 EA0177'ABOUT 1.55 MILES EAST ALONG THE FORT MACON ROAD FROM THE JUNCTION
 EA0177'OF A BLACK TOP ROAD LEADING NORTH TO MOREHEAD CITY, THENCE
 EA0177'0.05 MILE SOUTH ALONG HENDERSON BLVD, AT THE FORT MACON
 EA0177'APARTMENT BLDG, SET ON THE TOP OF THE CONCRETE FLOORING OF THE
 EA0177'BUILDING, 46 1/2 FEET EAST OF THE CENTER LINE OF THE BLVD, 113
 EA0177'FEET SOUTH OF THE CENTER LINE OF WINSTON AVENUE, 2 FEET NORTH
 EA0177'OF THE SOUTHWEST CORNER OF THE BUILDING, 0.5 FOOT WEST OF THE WEST
 EA0177'WALL OF THE BUILDING AND ABOUT LEVEL WITH THE BLVD.  TIDAL
 EA0177'STATION NO. 40A, ATLANTIC BEACH, NORTH CAROLINA.
 EA0177
 EA0177                          STATION RECOVERY (1989)
 EA0177
 EA0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0177'RECOVERED IN GOOD CONDITION.
 EA0177
 EA0177                          STATION RECOVERY (1992)
 EA0177
 EA0177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0177'RECOVERED AS DESCRIBED. MARK IS 0.2 FT (6.1 CM) WEST OF THE WEST WALL
 EA0177'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0272 ***********************************************************************
 EA0272  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0272  DESIGNATION -  865 6612 TIDAL 1
 EA0272  PID         -  EA0272
 EA0272  STATE/COUNTY-  NC/CARTERET
 EA0272  USGS QUAD   -  HARKERS ISLAND (1983)
 EA0272
 EA0272                         *CURRENT SURVEY CONTROL
 EA0272  ___________________________________________________________________
 EA0272* NAD 83(1986)-  34 41 15.     (N)    076 32 02.     (W)     SCALED    
 EA0272* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 EA0272  ___________________________________________________________________
 EA0272  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 EA0272  DYNAMIC HT  -           1.567 (meters)       5.14  (feet)  COMP
 EA0272  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 EA0272
 EA0272  VERT ORDER  -  SECOND    CLASS 0
 EA0272
 EA0272.The horizontal coordinates were scaled from a topographic map and have
 EA0272.an estimated accuracy of +/- 6 seconds.
 EA0272
 EA0272.The orthometric height was determined by differential leveling
 EA0272.and adjusted in June 1991.
 EA0272
 EA0272.This Tidal Bench Mark is designated as VM 14973
 EA0272.by the Center for Operational Oceanographic Products and Services.
 EA0272
 EA0272.The geoid height was determined by GEOID03.
 EA0272
 EA0272.The dynamic height is computed by dividing the NAVD 88
 EA0272.geopotential number by the normal gravity value computed on the
 EA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0272.degrees latitude (g = 980.6199 gals.).
 EA0272
 EA0272.The modeled gravity was interpolated from observed gravity values.
 EA0272
 EA0272;                    North         East    Units  Estimated Accuracy
 EA0272;SPC NC       -   106,810.      835,540.      MT  (+/- 180 meters Scaled)
 EA0272
 EA0272                          SUPERSEDED SURVEY CONTROL
 EA0272
 EA0272  NGVD 29 (??/??/92)    1.86   (m)            6.1    (f) COMPUTED    2 0
 EA0272
 EA0272.Superseded values are not recommended for survey control.
 EA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0272.See file dsdata.txt to determine how the superseded data were derived.
 EA0272
 EA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD594394(NAD 83)
 EA0272_MARKER: DJ = TIDAL STATION DISK
 EA0272_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA0272+WITH SETTING: PAVEMENT
 EA0272_STAMPING: HARKERS ID NO 1 1955
 EA0272_MARK LOGO: CGS   
 EA0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0272+STABILITY: SURFACE MOTION
 EA0272
 EA0272  HISTORY     - Date     Condition        Report By
 EA0272  HISTORY     - 1955     MONUMENTED       CGS
 EA0272  HISTORY     - 1963     GOOD             NGS
 EA0272  HISTORY     - 1982     GOOD             NCGS
 EA0272  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EA0272
 EA0272                          STATION DESCRIPTION
 EA0272
 EA0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0272'1.1 MI SE FROM HARKERS ISLAND.
 EA0272'ABOUT 1.1 MILES SOUTHEAST ALONG COUNTY ROAD NO. 1335 FROM THE
 EA0272'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, SET ON THE TOP OF THE
 EA0272'NORTHWEST ONE OF TWO 1-FOOT WIDE CONCRETE WALL ON LOADING RAMP OF
 EA0272'THE DAVIS FISH HOUSE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EA0272'ROAD, 22.8 FEET EAST OF THE NORTH CORNER OF THE FISH HOUSE, 31.3
 EA0272'FEET NORTH OF THE EAST CORNER OF THE FISH HOUSE, ABOUT LEVEL WITH
 EA0272'THE ROAD.  TIDAL STATION 37A, HARKERS ISLAND, NORTH CAROLINA.
 EA0272
 EA0272                          STATION RECOVERY (1982)
 EA0272
 EA0272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0272'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0272'THE DESCRIPTION IS ADEQUATE EXCEPT THE FISH HOUSE NO LONGER EXISTS AND
 EA0272'LOADING RAMP HAS BEEN ABANDONED.  LOCATED DIRECTLY ACROSS ROAD FROM
 EA0272'CAPE LOOKOUT GIFT SHOP, 5.0 FEET SOUTH OF AN IRON STAKE WITH RING ON
 EA0272'TOP AND 49.0 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
 EA0272
 EA0272                          STATION RECOVERY (2003)
 EA0272
 EA0272'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0272'CAPE LOOKOUT GIFT SHOP NOT FOUND. NO IRON STAKE. NO CONCRETE WALL NOR
 EA0272'LOADING RAMP. ALL CONCRETE APPEARS TO HAVE BEEN TORN UP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0273 ***********************************************************************
 EA0273  DESIGNATION -  865 6612 TIDAL 2
 EA0273  PID         -  EA0273
 EA0273  STATE/COUNTY-  NC/CARTERET
 EA0273  USGS QUAD   -  HARKERS ISLAND (1983)
 EA0273
 EA0273                         *CURRENT SURVEY CONTROL
 EA0273  ___________________________________________________________________
 EA0273* NAD 83(1986)-  34 41 12.     (N)    076 31 53.     (W)     SCALED    
 EA0273* NAVD 88     -         1.872  (meters)       6.14   (feet)  ADJUSTED  
 EA0273  ___________________________________________________________________
 EA0273  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 EA0273  DYNAMIC HT  -           1.870 (meters)       6.14  (feet)  COMP
 EA0273  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 EA0273
 EA0273  VERT ORDER  -  SECOND    CLASS 0
 EA0273
 EA0273.The horizontal coordinates were scaled from a topographic map and have
 EA0273.an estimated accuracy of +/- 6 seconds.
 EA0273
 EA0273.The orthometric height was determined by differential leveling
 EA0273.and adjusted in June 1991.
 EA0273
 EA0273.The geoid height was determined by GEOID03.
 EA0273
 EA0273.The dynamic height is computed by dividing the NAVD 88
 EA0273.geopotential number by the normal gravity value computed on the
 EA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0273.degrees latitude (g = 980.6199 gals.).
 EA0273
 EA0273.The modeled gravity was interpolated from observed gravity values.
 EA0273
 EA0273;                    North         East    Units  Estimated Accuracy
 EA0273;SPC NC       -   106,720.      835,770.      MT  (+/- 180 meters Scaled)
 EA0273
 EA0273                          SUPERSEDED SURVEY CONTROL
 EA0273
 EA0273  NGVD 29 (??/??/92)    2.17   (m)            7.1    (f) COMPUTED    2 0
 EA0273
 EA0273.Superseded values are not recommended for survey control.
 EA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0273.See file dsdata.txt to determine how the superseded data were derived.
 EA0273
 EA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD597393(NAD 83)
 EA0273_MARKER: DJ = TIDAL STATION DISK
 EA0273_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA0273+WITH SETTING: PAVEMENT
 EA0273_STAMPING: HARKERS ID NO 2 1955
 EA0273_MARK LOGO: CGS   
 EA0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0273+STABILITY: SURFACE MOTION
 EA0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0273+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA0273
 EA0273  HISTORY     - Date     Condition        Report By
 EA0273  HISTORY     - 1955     MONUMENTED       CGS
 EA0273  HISTORY     - 1982     GOOD             NCGS
 EA0273  HISTORY     - 20030203 GOOD             USPSQD
 EA0273  HISTORY     - 20061212 GOOD             USPSQD
 EA0273
 EA0273                          STATION DESCRIPTION
 EA0273
 EA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0273'1.2 MI SE FROM HARKERS ISLAND.
 EA0273'ABOUT 1.25 MILES SOUTHEAST ALONG COUNTY ROAD NO. 1335 FROM THE
 EA0273'HARKERS ISLAND SCHOOL AT HARKERS ISLAND, 0.3 MILE NORTHWEST OF THE
 EA0273'END OF THE ROAD AT SHELL POINT, SET ON THE TOP OF THE EAST CORNER
 EA0273'OF A CONCRETE MOTEL PORCH OWNED BY WILLARD HILL, 32.4 FEET SOUTHWEST
 EA0273'OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF THE NORTH CORNER
 EA0273'OF THE MOTEL BUILDING, 0.4 FOOT NORTHWEST OF THE NORTHWEST WALL OF
 EA0273'BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE ROAD, TIDAL STATION
 EA0273'NO. 37A, HARKERS ISLAND, NORTH CAROLINA.
 EA0273
 EA0273                          STATION RECOVERY (1982)
 EA0273
 EA0273'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0273'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0273
 EA0273                          STATION RECOVERY (2003)
 EA0273
 EA0273'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0273'MOTEL IS NOW CALICO JACK'S MOTEL AND MARINA.
 EA0273
 EA0273                          STATION RECOVERY (2006)
 EA0273
 EA0273'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA0273'MARK COVERED WITH HEAVY DARK GREY PAINT.  DATE IS 1973, NOT 1955
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0196 ***********************************************************************
 EA0196  DESIGNATION -  865 6903 TIDAL 10
 EA0196  PID         -  EA0196
 EA0196  STATE/COUNTY-  NC/CARTERET
 EA0196  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA0196
 EA0196                         *CURRENT SURVEY CONTROL
 EA0196  ___________________________________________________________________
 EA0196* NAD 83(1986)-  34 36 42.     (N)    076 32 26.     (W)     SCALED    
 EA0196* NAVD 88     -         1.997  (meters)       6.55   (feet)  ADJUSTED  
 EA0196  ___________________________________________________________________
 EA0196  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 EA0196  DYNAMIC HT  -           1.996 (meters)       6.55  (feet)  COMP
 EA0196  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EA0196
 EA0196  VERT ORDER  -  SECOND    CLASS 0
 EA0196
 EA0196.The horizontal coordinates were scaled from a topographic map and have
 EA0196.an estimated accuracy of +/- 6 seconds.
 EA0196
 EA0196.The orthometric height was determined by differential leveling
 EA0196.and adjusted in June 1991.
 EA0196
 EA0196.The geoid height was determined by GEOID03.
 EA0196
 EA0196.The dynamic height is computed by dividing the NAVD 88
 EA0196.geopotential number by the normal gravity value computed on the
 EA0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0196.degrees latitude (g = 980.6199 gals.).
 EA0196
 EA0196.The modeled gravity was interpolated from observed gravity values.
 EA0196
 EA0196;                    North         East    Units  Estimated Accuracy
 EA0196;SPC NC       -    98,380.      835,140.      MT  (+/- 180 meters Scaled)
 EA0196
 EA0196                          SUPERSEDED SURVEY CONTROL
 EA0196
 EA0196  NGVD 29 (??/??/92)    2.33   (m)            7.6    (f) COMPUTED    2 0
 EA0196
 EA0196.Superseded values are not recommended for survey control.
 EA0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0196.See file dsdata.txt to determine how the superseded data were derived.
 EA0196
 EA0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD587310(NAD 83)
 EA0196_MARKER: DB = BENCH MARK DISK
 EA0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0196_SP_SET: FOUNDATION
 EA0196_STAMPING: NO 10 1953
 EA0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0196
 EA0196  HISTORY     - Date     Condition        Report By
 EA0196  HISTORY     - 1953     MONUMENTED       CGS
 EA0196  HISTORY     - 1960     GOOD             NGS
 EA0196
 EA0196                          STATION DESCRIPTION
 EA0196
 EA0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0196'AT CAPE LOOKOUT.
 EA0196'AT CAPE LOOKOUT, ON CORE BANKS, ABOUT 0.3 MILE NORTHEAST ALONG A
 EA0196'SAND ROAD FROM THE COAST GUARD STATION, IN THE TOP OF THE
 EA0196'NORTHWEST CORNER OF THE CONCRETE RAMP AT THE SOUTH END OF AN OLD
 EA0196'ABANDONED PIER, 8 FEET SOUTHEAST OF NORTHWEST CORNER OF RAMP,
 EA0196'5 FEET NORTHWEST OF NORTHWEST CORNER OF AN OLD CONCRETE BLOCK
 EA0196'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0195 ***********************************************************************
 EA0195  DESIGNATION -  865 6903 TIDAL 5
 EA0195  PID         -  EA0195
 EA0195  STATE/COUNTY-  NC/CARTERET
 EA0195  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA0195
 EA0195                         *CURRENT SURVEY CONTROL
 EA0195  ___________________________________________________________________
 EA0195* NAD 83(1986)-  34 37 22.     (N)    076 31 29.     (W)     SCALED    
 EA0195* NAVD 88     -         1.700  (meters)       5.58   (feet)  ADJUSTED  
 EA0195  ___________________________________________________________________
 EA0195  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA0195  DYNAMIC HT  -           1.698 (meters)       5.57  (feet)  COMP
 EA0195  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 EA0195
 EA0195  VERT ORDER  -  SECOND    CLASS 0
 EA0195
 EA0195.The horizontal coordinates were scaled from a topographic map and have
 EA0195.an estimated accuracy of +/- 6 seconds.
 EA0195
 EA0195.The orthometric height was determined by differential leveling
 EA0195.and adjusted in June 1991.
 EA0195
 EA0195.The geoid height was determined by GEOID03.
 EA0195
 EA0195.The dynamic height is computed by dividing the NAVD 88
 EA0195.geopotential number by the normal gravity value computed on the
 EA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0195.degrees latitude (g = 980.6199 gals.).
 EA0195
 EA0195.The modeled gravity was interpolated from observed gravity values.
 EA0195
 EA0195;                    North         East    Units  Estimated Accuracy
 EA0195;SPC NC       -    99,650.      836,560.      MT  (+/- 180 meters Scaled)
 EA0195
 EA0195                          SUPERSEDED SURVEY CONTROL
 EA0195
 EA0195  NGVD 29 (??/??/92)    2.05   (m)            6.7    (f) COMPUTED    2 0
 EA0195
 EA0195.Superseded values are not recommended for survey control.
 EA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0195.See file dsdata.txt to determine how the superseded data were derived.
 EA0195
 EA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD602322(NAD 83)
 EA0195_MARKER: DJ = TIDAL STATION DISK
 EA0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0195_SP_SET: BUILDING
 EA0195_STAMPING: NO 5 1926
 EA0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0195
 EA0195  HISTORY     - Date     Condition        Report By
 EA0195  HISTORY     - 1926     MONUMENTED       CGS
 EA0195  HISTORY     - 1960     GOOD             NGS
 EA0195
 EA0195                          STATION DESCRIPTION
 EA0195
 EA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0195'AT CAPE LOOKOUT.
 EA0195'AT CAPE LOOKOUT, AT THE LIGHTHOUSE, IN THE TOP OF THE SOUTH
 EA0195'CORNER OF A BRICK AND CONCRETE PLATFORM AT THE SOUTHWEST SIDE OF A
 EA0195'12- BY 12-FOOT CONCRETE BUILDING, 72 FEET SOUTHWEST OF SOUTHWEST
 EA0195'SIDE OF THE LIGHTHOUSE, 1 FOOT NORTH OF SOUTH CORNER OF PLATFORM
 EA0195'AND ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0371 ***********************************************************************
 EA0371  DESIGNATION -  865 7167 TIDAL 1 STA 41
 EA0371  PID         -  EA0371
 EA0371  STATE/COUNTY-  NC/ONSLOW
 EA0371  USGS QUAD   -  NEW RIVER INLET (1997)
 EA0371
 EA0371                         *CURRENT SURVEY CONTROL
 EA0371  ___________________________________________________________________
 EA0371* NAD 83(1986)-  34 31 58.     (N)    077 20 34.     (W)     SCALED    
 EA0371* NAVD 88     -         1.932  (meters)       6.34   (feet)  ADJUSTED  
 EA0371  ___________________________________________________________________
 EA0371  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA0371  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 EA0371  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EA0371
 EA0371  VERT ORDER  -  SECOND    CLASS 0
 EA0371
 EA0371.The horizontal coordinates were scaled from a topographic map and have
 EA0371.an estimated accuracy of +/- 6 seconds.
 EA0371
 EA0371.The orthometric height was determined by differential leveling
 EA0371.and adjusted in June 1991.
 EA0371
 EA0371.The geoid height was determined by GEOID03.
 EA0371
 EA0371.The dynamic height is computed by dividing the NAVD 88
 EA0371.geopotential number by the normal gravity value computed on the
 EA0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0371.degrees latitude (g = 980.6199 gals.).
 EA0371
 EA0371.The modeled gravity was interpolated from observed gravity values.
 EA0371
 EA0371;                    North         East    Units  Estimated Accuracy
 EA0371;SPC NC       -    88,110.      761,730.      MT  (+/- 180 meters Scaled)
 EA0371
 EA0371                          SUPERSEDED SURVEY CONTROL
 EA0371
 EA0371  NGVD 29 (??/??/92)    2.23   (m)            7.3    (f) COMPUTED    2 0
 EA0371
 EA0371.Superseded values are not recommended for survey control.
 EA0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0371.See file dsdata.txt to determine how the superseded data were derived.
 EA0371
 EA0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD849237(NAD 83)
 EA0371_MARKER: DB = BENCH MARK DISK
 EA0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0371_SP_SET: TILE
 EA0371_STAMPING: 1
 EA0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0371
 EA0371  HISTORY     - Date     Condition        Report By
 EA0371  HISTORY     - UNK      MONUMENTED       CGS
 EA0371  HISTORY     - 1947     GOOD             NGS
 EA0371  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA0371
 EA0371                          STATION DESCRIPTION
 EA0371
 EA0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0371'19.2 MI NE FROM HOLLYRIDGE.
 EA0371'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0371'STATION AT HOLLYRIDGE, THENCE 13.5 MILES NORTHEAST ALONG THE SAND
 EA0371'SPIT ROAD, THENCE 0.55 MILE NORTH ALONG THE SAND AND THE
 EA0371'SOUTHEAST SIDE OF THE SLOUGH, ABOUT 0.15 MILE NORTHWEST OF THE
 EA0371'MOUTH OF NEW RIVER INLET, ABOUT 500.0 FEET SOUTHWEST ACROSS OPEN
 EA0371'SAND AREA FROM THE 1947 SOUTHWEST BANK OF THE INLET CHANNEL
 EA0371'(THE SAND AREA NOW COVERS OLD CHANNEL LOCATION AND BLOCKS THE
 EA0371'MOUTH OF OLD SLOUGH), ABOUT 400.0 FEET NORTH OF THE NORTH CORNER
 EA0371'OF THE BLOCKED SLOUGH, NEAR POINT WHERE LOW BANK ALONG THE TREE
 EA0371'AND BUSH COVERED AREA (THE BANK IS NORTHWEST BANK OF OLD SLOUGH
 EA0371'AND INLET) BEGINS CURVE TO SOUTH AND SOUTHWEST, AT THE EXTREME
 EA0371'NORTHEAST CORNER OF THE TREE AND BUSH COVERED AREA WHICH WAS
 EA0371'PROBABLY AT ONE TIME AN ISLAND, AT FORMER LOCATION OF HOUSE KNOWN
 EA0371'AS SEA ISLAND HOUSE (NOW DESTROYED) WHICH WAS LOCATED ON THE
 EA0371'NORTHWEST SIDE OF THE LARGE TREES (DO NOT CONFUSE WITH THE SMALL
 EA0371'WOODED AREA WHICH IS LOCATED TO THE SOUTH AND SOUTHWEST AND ACROSS
 EA0371'A 75-FOOT WIDE MARSH STRIP FROM THE LARGER WOODED AREA), 114.0 FEET
 EA0371'NORTHWEST OF THE NORTHERNMOST ONE OF THE LARGE LIVE OAK TREES,
 EA0371'107.2 FEET NORTHWEST OF TIDAL 3, 13.0 FEET SOUTHWEST OF THE
 EA0371'NORTHEAST EDGE OF TREE AND BUSH COVERED AREA AND THE OLD CHANNEL
 EA0371'BANK, 1.0 FOOT SOUTH OF A 6-FOOT HIGH 4-INCH SQUARE CREOSOTED POST,
 EA0371'SET IN CONCRETE POURED INTO A 6-INCH TILE PROJECTING 0.2 FOOT ABOVE
 EA0371'THE GROUND.  TIDAL STATION 41
 EA0371
 EA0371                          STATION RECOVERY (1984)
 EA0371
 EA0371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0371'MARK NOT FOUND, PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0370 ***********************************************************************
 EA0370  DESIGNATION -  865 7167 TIDAL 2 STA 41
 EA0370  PID         -  EA0370
 EA0370  STATE/COUNTY-  NC/ONSLOW
 EA0370  USGS QUAD   -  NEW RIVER INLET (1997)
 EA0370
 EA0370                         *CURRENT SURVEY CONTROL
 EA0370  ___________________________________________________________________
 EA0370* NAD 83(1986)-  34 31 55.     (N)    077 20 35.     (W)     SCALED    
 EA0370* NAVD 88     -         1.838  (meters)       6.03   (feet)  ADJUSTED  
 EA0370  ___________________________________________________________________
 EA0370  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA0370  DYNAMIC HT  -           1.836 (meters)       6.02  (feet)  COMP
 EA0370  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 EA0370
 EA0370  VERT ORDER  -  SECOND    CLASS 0
 EA0370
 EA0370.The horizontal coordinates were scaled from a topographic map and have
 EA0370.an estimated accuracy of +/- 6 seconds.
 EA0370
 EA0370.The orthometric height was determined by differential leveling
 EA0370.and adjusted in June 1991.
 EA0370
 EA0370.The geoid height was determined by GEOID03.
 EA0370
 EA0370.The dynamic height is computed by dividing the NAVD 88
 EA0370.geopotential number by the normal gravity value computed on the
 EA0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0370.degrees latitude (g = 980.6199 gals.).
 EA0370
 EA0370.The modeled gravity was interpolated from observed gravity values.
 EA0370
 EA0370;                    North         East    Units  Estimated Accuracy
 EA0370;SPC NC       -    88,010.      761,700.      MT  (+/- 180 meters Scaled)
 EA0370
 EA0370                          SUPERSEDED SURVEY CONTROL
 EA0370
 EA0370  NGVD 29 (??/??/92)    2.14   (m)            7.0    (f) COMPUTED    2 0
 EA0370
 EA0370.Superseded values are not recommended for survey control.
 EA0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0370.See file dsdata.txt to determine how the superseded data were derived.
 EA0370
 EA0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD849236(NAD 83)
 EA0370_MARKER: DB = BENCH MARK DISK
 EA0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0370_SP_SET: TILE
 EA0370_STAMPING: 2
 EA0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0370
 EA0370  HISTORY     - Date     Condition        Report By
 EA0370  HISTORY     - UNK      MONUMENTED       CGS
 EA0370  HISTORY     - 1947     GOOD             NGS
 EA0370  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA0370
 EA0370                          STATION DESCRIPTION
 EA0370
 EA0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0370'19.2 MI NE FROM HOLLYRIDGE.
 EA0370'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0370'STATION AT HOLLYRIDGE, THENCE 13.5 MILES NORTHEAST ALONG THE SAND
 EA0370'SPIT ROAD, THENCE 0.55 MILE NORTH ALONG THE SAND AND THE SOUTHEAST
 EA0370'SIDE OF SLOUGH, ABOUT 0.15 MILE NORTHWEST OF THE MOUTH OF NEW
 EA0370'RIVER INLET, ABOUT 500.0 FEET SOUTHWEST ACROSS OPEN SAND
 EA0370'AREA FROM THE 1947 SOUTHWEST BANK OF THE INLET CHANNEL (THE SAND
 EA0370'AREA NOW COVERS OLD CHANNEL LOCATION AND BLOCKS THE MOUTH OF OLD
 EA0370'SLOUGH), ABOUT 400.0 FEET NORTH OF THE NORTH CORNER OF THE BLOCKED
 EA0370'SLOUGH, NEAR POINT WHERE LOW BANK ALONG TREE AND BUSH COVERED
 EA0370'AREA (THE BANK IS NORTHWEST BANK OF OLD SLOUGH AND INLET) BEGINS
 EA0370'CURVE TO SOUTH AND SOUTHWEST, AT THE EXTREME NORTHEAST CORNER OF
 EA0370'THE TREE AND BUSH COVERED AREA WHICH WAS PROBABLY AT ONE TIME AN
 EA0370'ISLAND, AT FORMER LOCATION OF HOUSE KNOWN AS SEA ISLAND HOUSE
 EA0370'(NOW DESTROYED) WHICH WAS LOCATED ON THE NORTHWEST SIDE OF THE
 EA0370'LARGE TREES (DO NOT CONFUSE WITH THE SMALL WOODED AREA WHICH IS
 EA0370'LOCATED TO THE SOUTH AND SOUTHWEST AND ACROSS A 75-FOOT WIDE MARSH
 EA0370'STRIP FROM THE LARGER WOODED AREA), 81.0 FEET SOUTHWEST OF THE
 EA0370'NORTHEAST EDGE OF THE TREE AND BUSH COVERED AREA AND THE SOUTH
 EA0370'BANK OF FORMER CHANNEL, 67.7 FEET WEST OF TIDAL 3, 89.5 FEET SOUTH
 EA0370'OF TIDAL 1, 1.5 FOOT SOUTHWEST OF 3-FOOT HIGH 8-INCH CREOSOTE
 EA0370'REFERENCE POLE, IN TOP OF CONCRETE POURED INTO 6-INCH TILE
 EA0370'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 EA0370
 EA0370                          STATION RECOVERY (1984)
 EA0370
 EA0370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0370'MARK NOT FOUND, PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0369 ***********************************************************************
 EA0369  DESIGNATION -  865 7167 TIDAL 3 STA 41
 EA0369  PID         -  EA0369
 EA0369  STATE/COUNTY-  NC/ONSLOW
 EA0369  USGS QUAD   -  NEW RIVER INLET (1997)
 EA0369
 EA0369                         *CURRENT SURVEY CONTROL
 EA0369  ___________________________________________________________________
 EA0369* NAD 83(1986)-  34 31 55.     (N)    077 20 32.     (W)     SCALED    
 EA0369* NAVD 88     -         1.659  (meters)       5.44   (feet)  ADJUSTED  
 EA0369  ___________________________________________________________________
 EA0369  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA0369  DYNAMIC HT  -           1.658 (meters)       5.44  (feet)  COMP
 EA0369  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 EA0369
 EA0369  VERT ORDER  -  SECOND    CLASS 0
 EA0369
 EA0369.The horizontal coordinates were scaled from a topographic map and have
 EA0369.an estimated accuracy of +/- 6 seconds.
 EA0369
 EA0369.The orthometric height was determined by differential leveling
 EA0369.and adjusted in June 1991.
 EA0369
 EA0369.The geoid height was determined by GEOID03.
 EA0369
 EA0369.The dynamic height is computed by dividing the NAVD 88
 EA0369.geopotential number by the normal gravity value computed on the
 EA0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0369.degrees latitude (g = 980.6199 gals.).
 EA0369
 EA0369.The modeled gravity was interpolated from observed gravity values.
 EA0369
 EA0369;                    North         East    Units  Estimated Accuracy
 EA0369;SPC NC       -    88,010.      761,780.      MT  (+/- 180 meters Scaled)
 EA0369
 EA0369                          SUPERSEDED SURVEY CONTROL
 EA0369
 EA0369  NGVD 29 (??/??/92)    1.96   (m)            6.4    (f) COMPUTED    2 0
 EA0369
 EA0369.Superseded values are not recommended for survey control.
 EA0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0369.See file dsdata.txt to determine how the superseded data were derived.
 EA0369
 EA0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD850236(NAD 83)
 EA0369_MARKER: DB = BENCH MARK DISK
 EA0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0369_SP_SET: TILE
 EA0369_STAMPING: 3
 EA0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0369
 EA0369  HISTORY     - Date     Condition        Report By
 EA0369  HISTORY     - UNK      MONUMENTED       CGS
 EA0369  HISTORY     - 1947     GOOD             NGS
 EA0369  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA0369
 EA0369                          STATION DESCRIPTION
 EA0369
 EA0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0369'19.2 MI NE FROM HOLLYRIDGE.
 EA0369'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0369'STATION AT HOLLYRIDGE, THENCE 13.5 MILES NORTHEAST ALONG THE SAND
 EA0369'SPIT ROAD, THENCE 0.55 MILE NORTH ALONG THE SAND ON THE SOUTHEAST
 EA0369'SIDE OF SLOUGH, ABOUT 0.15 MILE NORTHWEST OF THE MOUTH OF THE NEW
 EA0369'RIVER INLET, ABOUT 500.0 FEET SOUTHWEST ACROSS OPEN SAND AREA
 EA0369'FROM THE 1947 SOUTHWEST BANK OF THE INLET CHANNEL (THE SAND
 EA0369'AREA NOW COVERS OLD CHANNEL LOCATION AND BLOCKS THE MOUTH OF OLD
 EA0369'SLOUGH), ABOUT 400.0 FEET NORTH OF THE NORTH CORNER OF THE OLD
 EA0369'BLOCKED SLOUGH, NEAR POINT WHERE LOW BANK ALONG TREE AND BUSH
 EA0369'COVERED AREA (THE BANK IS NORTHWEST BANK OF OLD SLOUGH) BEGINS
 EA0369'CURVE TO SOUTH AND SOUTHWEST, AT THE EXTREME NORTHEAST CORNER OF
 EA0369'THE TREE AND BUSH COVERED AREA WHICH WAS PROBABLY AT ONE TIME AN
 EA0369'ISLAND, AT FORMER LOCATION OF HOUSE KNOWN AS SEA ISLAND HOUSE
 EA0369'(NOW DESTROYED) WHICH WAS LOCATED ON THE NORTHWEST SIDE OF THE
 EA0369'LARGE TREES (DO NOT CONFUSE WITH THE SMALL WOODED AREA WHICH IS
 EA0369'LOCATED TO THE SOUTH AND SOUTHWEST AND ACROSS A 75-FOOT WIDE MARSH
 EA0369'STRIP FROM THE LARGER WOODED AREA), ABOUT 100.0 FEET NORTH OF POINT
 EA0369'WHERE THE 75-FOOT MARSH STRIP BETWEEN THE WOODED AREAS BEGINS,
 EA0369'32.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE WOODED AREA
 EA0369'AND THE LOW BANK, 18.0 FEET WEST SOUTHWEST OF THE NORTHERNMOST
 EA0369'ONE OF LARGE LIVE OAK TREES, 4.0 FEET SOUTHEAST OF 3-FOOT HOLE,
 EA0369'1.0 FOOT NORTHEAST OF REFERENCE POST, IN 6-INCH TILE 0.1 FOOT
 EA0369'ABOVE GROUND.
 EA0369
 EA0369                          STATION RECOVERY (1984)
 EA0369
 EA0369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0369'MARK NOT FOUND, PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0859 ***********************************************************************
 AI0859  DESIGNATION -  865 7419 TIDAL 3
 AI0859  PID         -  AI0859
 AI0859  STATE/COUNTY-  NC/ONSLOW
 AI0859  USGS QUAD   -  SPICER BAY (1971)
 AI0859
 AI0859                         *CURRENT SURVEY CONTROL
 AI0859  ___________________________________________________________________
 AI0859* NAD 83(2001)-  34 27 14.62946(N)    077 29 48.90940(W)     ADJUSTED  
 AI0859* NAVD 88     -         1.92   (meters)       6.3    (feet)  LEVELING  
 AI0859  ___________________________________________________________________
 AI0859  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AI0859  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 AI0859  HORZ ORDER  -  SECOND
 AI0859  VERT ORDER  -  THIRD ?
 AI0859
 AI0859.The horizontal coordinates were established by classical geodetic methods
 AI0859.and adjusted by the National Geodetic Survey in August 2005.
 AI0859
 AI0859.The orthometric height was determined by differential leveling.
 AI0859.The vertical network tie was performed by a horz. field party for horz.
 AI0859.obs reductions. Reset procedures were used to establish the elevation.
 AI0859
 AI0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0859
 AI0859.The geoid height was determined by GEOID03.
 AI0859
 AI0859;                    North         East     Units Scale Factor Converg.
 AI0859;SPC NC       -    79,149.439   747,710.206   MT  0.99996875   +0 52 03.1
 AI0859;SPC NC       -   259,676.12  2,453,112.57   sFT  0.99996875   +0 52 03.1
 AI0859;UTM  18      - 3,815,332.231   270,622.708   MT  1.00024857   -1 24 47.7
 AI0859
 AI0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0859!SPC NC       -   1.00000557  x   0.99996875  =   0.99997432
 AI0859!UTM  18      -   1.00000557  x   1.00024857  =   1.00025414
 AI0859
 AI0859                          SUPERSEDED SURVEY CONTROL
 AI0859
 AI0859  NAD 83(1986)-  34 27 14.63950(N)    077 29 48.92178(W) AD(       ) 2
 AI0859
 AI0859.Superseded values are not recommended for survey control.
 AI0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0859.See file dsdata.txt to determine how the superseded data were derived.
 AI0859
 AI0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7062315332(NAD 83)
 AI0859_MARKER: DB = BENCH MARK DISK
 AI0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0859_STAMPING: NO 3 1972
 AI0859_MARK LOGO: CGS   
 AI0859_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0859+STABILITY: SURFACE MOTION
 AI0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0859+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1988
 AI0859
 AI0859  HISTORY     - Date     Condition        Report By
 AI0859  HISTORY     - 1972     MONUMENTED       CGS
 AI0859  HISTORY     - 19880522 GOOD             NCGS
 AI0859
 AI0859                          STATION DESCRIPTION
 AI0859
 AI0859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0859'STATION IS LOCATED IN THE VILLAGE OF WEST ONSLOW BEACH, AT THE OCEAN
 AI0859'CITY FISHING PIER. ALONG NC 210 FOR 2.30 KM (1.40 MI) NORTHEAST FROM
 AI0859'THE ONSLOW/PENDER COUNTY LINE, IN A SOIL TRAFFIC ISLAND, NEAR A POWER
 AI0859'POLE. MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED 3 INCHES BELOW
 AI0859'GROUND. LOCATED 53.19 M (174.51 FT) SOUTHEAST OF THE CENTERLINE OF NC
 AI0859'210, 9.60 M (31.50 FT) NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE
 AI0859'TO THE FISHING PIER, 50.14 M (164.50 FT) WEST OF THE SOUTHWEST CORNER
 AI0859'OF A CONCRETE BLOCK MOTEL BUILDING, AND 0.76 M (2.49 FT)
 AI0859'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3077 ***********************************************************************
 EA3077  TIDAL BM    -  This is a Tidal Bench Mark.
 EA3077  DESIGNATION -  865 8120 C TIDAL
 EA3077  PID         -  EA3077
 EA3077  STATE/COUNTY-  NC/BRUNSWICK
 EA3077  USGS QUAD   -  WILMINGTON (1979)
 EA3077
 EA3077                         *CURRENT SURVEY CONTROL
 EA3077  ___________________________________________________________________
 EA3077* NAD 83(1986)-  34 13 37.     (N)    077 57 14.     (W)     SCALED    
 EA3077* NAVD 88     -         1.20   (meters)       3.9    (feet)  N HEIGHT  
 EA3077  ___________________________________________________________________
 EA3077  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA3077  DYNAMIC HT  -           1.20  (meters)       3.9   (feet)  COMP
 EA3077  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA3077
 EA3077  VERT ORDER  -  THIRD
 EA3077
 EA3077.The horizontal coordinates were scaled from a topographic map and have
 EA3077.an estimated accuracy of +/- 6 seconds.
 EA3077
 EA3077.The orthometric height was determined by differential leveling
 EA3077.and adjusted in August 1996.
 EA3077.The height was determined by precise leveling from only one NSRS
 EA3077.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EA3077.allowed ONLY to validate the GPS-derived height.
 EA3077
 EA3077.This Tidal Bench Mark is designated as VM 556
 EA3077.by the Center for Operational Oceanographic Products and Services.
 EA3077
 EA3077.The geoid height was determined by GEOID03.
 EA3077
 EA3077.The dynamic height is computed by dividing the NAVD 88
 EA3077.geopotential number by the normal gravity value computed on the
 EA3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA3077.degrees latitude (g = 980.6199 gals.).
 EA3077
 EA3077.The modeled gravity was interpolated from observed gravity values.
 EA3077
 EA3077;                    North         East    Units  Estimated Accuracy
 EA3077;SPC NC       -    53,420.      705,990.      MT  (+/- 180 meters Scaled)
 EA3077
 EA3077                          SUPERSEDED SURVEY CONTROL
 EA3077
 EA3077.No superseded survey control is available for this station.
 EA3077
 EA3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC278912(NAD 83)
 EA3077_MARKER: DJ = TIDAL STATION DISK
 EA3077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA3077_SP_SET: COPPER-CLAD STEEL ROD
 EA3077_STAMPING: 8120 C 1976
 EA3077_MARK LOGO: NOS   
 EA3077_PROJECTION: FLUSH
 EA3077_MAGNETIC: I = MARKER IS A STEEL ROD
 EA3077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3077+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA3077_ROD/PIPE-DEPTH: 11.6 meters
 EA3077
 EA3077  HISTORY     - Date     Condition        Report By
 EA3077  HISTORY     - 1976     MONUMENTED       NOS
 EA3077  HISTORY     - 1986     GOOD             NGS
 EA3077  HISTORY     - 20010627 GOOD             USPSQD
 EA3077  HISTORY     - 20030213 GOOD             USPSQD
 EA3077  HISTORY     - 20040214 GOOD             USPSQD
 EA3077  HISTORY     - 20050219 GOOD             USPSQD
 EA3077  HISTORY     - 20060218 GOOD             USPSQD
 EA3077
 EA3077                          STATION DESCRIPTION
 EA3077
 EA3077'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 EA3077'THE STATION IS LOCATED ABOUT 7.0 MI WEST OF WILMINGTON AND 4 MI SE OF
 EA3077'LELAND.  THE MARK IS LOCATED AT THE U.S. CORPS OF ENGINEERS YARD AND
 EA3077'DUCK UNDER THE CAPE FEAR RIVER BRIDGE, 110 FEET SOUTH OF THE SOUTHEAST
 EA3077'CORNER OF THE CARPENTER SHOP, 79 FT SE OF THE SE CORNER OF THE YARD
 EA3077'OFFICE, 27.7 FT SW OF THE SW CORNER OF THE PATTERN SHOP, AND 2 FT
 EA3077'NORTH OF THE SOUTHERN BOUNDARY FENCE, THE DISK IS CRIMPED TO THE TOP
 EA3077'OF A STEEL ROD  AND LEVEL WITH THE GROUND.
 EA3077
 EA3077                          STATION RECOVERY (1986)
 EA3077
 EA3077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EA3077'RECOVERED IN GOOD CONDITION.
 EA3077
 EA3077                          STATION RECOVERY (2001)
 EA3077
 EA3077'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EA3077'IT IS 47 METERS S OF THE S EDGE OF THE CAPE FEAR RIVER BRIDGE AND 9
 EA3077'METERS E OF THE CL OF BATTLESHIP ROAD.
 EA3077
 EA3077                          STATION RECOVERY (2003)
 EA3077
 EA3077'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA3077'RECOVERED IN GOOD CONDITION.
 EA3077
 EA3077                          STATION RECOVERY (2004)
 EA3077
 EA3077'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA3077'RECOVERED IN GOOD CONDITION.
 EA3077
 EA3077                          STATION RECOVERY (2005)
 EA3077
 EA3077'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA3077'RECOVERED IN GOOD CONDITION.
 EA3077
 EA3077                          STATION RECOVERY (2006)
 EA3077
 EA3077'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA3077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3063 ***********************************************************************
 EA3063  HT_MOD      -  This is a Height Modernization Survey Station.
 EA3063  CBN         -  This is a Cooperative Base Network Control Station.
 EA3063  TIDAL BM    -  This is a Tidal Bench Mark.
 EA3063  DESIGNATION -  865 8120 C TIDAL RM 1
 EA3063  PID         -  EA3063
 EA3063  STATE/COUNTY-  NC/BRUNSWICK
 EA3063  USGS QUAD   -  WILMINGTON (1979)
 EA3063
 EA3063                         *CURRENT SURVEY CONTROL
 EA3063  ___________________________________________________________________
 EA3063* NAD 83(2007)-  34 13 31.48935(N)    077 57 21.35910(W)     ADJUSTED  
 EA3063* NAVD 88     -         1.58   (meters)       5.2    (feet)  GPS OBS   
 EA3063  ___________________________________________________________________
 EA3063  EPOCH DATE  -        2002.00
 EA3063  X           -   1,101,580.012 (meters)                     COMP
 EA3063  Y           -  -5,162,997.504 (meters)                     COMP
 EA3063  Z           -   3,567,128.403 (meters)                     COMP
 EA3063  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 EA3063  ELLIP HEIGHT-         -35.139 (meters)          (02/10/07) ADJUSTED
 EA3063  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA3063
 EA3063  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3063  Type    PID    Designation                      North   East  Ellip
 EA3063  -------------------------------------------------------------------
 EA3063  NETWORK EA3063 865 8120 C TIDAL RM 1             0.61   0.51   1.33
 EA3063  -------------------------------------------------------------------
 EA3063
 EA3063.The horizontal coordinates were established by GPS observations
 EA3063.and adjusted by the National Geodetic Survey in February 2007.
 EA3063
 EA3063.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3063.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3063.The horizontal coordinates are valid at the epoch date displayed above.
 EA3063.The epoch date for horizontal control is a decimal equivalence
 EA3063.of Year/Month/Day.
 EA3063
 EA3063.The orthometric height was determined by GPS observations and a
 EA3063.high-resolution geoid model.
 EA3063.The orthometric height was determined by GPS observations and a
 EA3063.high-resolution geoid model using precise GPS observation and
 EA3063.processing techniques. It supersedes the leveled height previously
 EA3063.determined for this station.
 EA3063
 EA3063.This Tidal Bench Mark is designated as VM 17470
 EA3063.by the Center for Operational Oceanographic Products and Services.
 EA3063
 EA3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3063
 EA3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3063
 EA3063.The ellipsoidal height was determined by GPS observations
 EA3063.and is referenced to NAD 83.
 EA3063
 EA3063.The geoid height was determined by GEOID03.
 EA3063
 EA3063;                    North         East     Units Scale Factor Converg.
 EA3063;SPC NC       -    53,245.960   705,802.860   MT  1.00003163   +0 36 09.4
 EA3063;SPC NC       -   174,691.12  2,315,621.55   sFT  1.00003163   +0 36 09.4
 EA3063;UTM  18      - 3,791,102.589   227,704.426   MT  1.00051406   -1 39 48.9
 EA3063;UTM  17      - 3,791,341.987   780,417.099   MT  1.00056941   +1 42 47.7
 EA3063
 EA3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3063!SPC NC       -   1.00000552  x   1.00003163  =   1.00003715
 EA3063!UTM  18      -   1.00000552  x   1.00051406  =   1.00051958
 EA3063!UTM  17      -   1.00000552  x   1.00056941  =   1.00057493
 EA3063
 EA3063                          SUPERSEDED SURVEY CONTROL
 EA3063
 EA3063  NAD 83(2001)-  34 13 31.48935(N)    077 57 21.35910(W) AD(       ) A
 EA3063  ELLIP H (09/24/02)  -35.140  (m)                       GP(       ) 4 1
 EA3063  NAD 83(1986)-  34 13 31.49875(N)    077 57 21.37221(W) AD(       ) 3
 EA3063  NAD 27      -  34 13 30.89180(N)    077 57 22.42165(W) AD(       ) 3
 EA3063  NAVD 88 (08/13/96)    1.64   (m)            5.4    (f) N HEIGHT    3  
 EA3063  NGVD 29 (01/20/89)    1.9    (m)            6.     (f) GPS OBS     3  
 EA3063
 EA3063.Superseded values are not recommended for survey control.
 EA3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3063.See file dsdata.txt to determine how the superseded data were derived.
 EA3063
 EA3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2770491103(NAD 83)
 EA3063_MARKER: DR = REFERENCE MARK DISK
 EA3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3063_STAMPING: 8120 C 1976 NO 1 1986
 EA3063_MARK LOGO: NGS   
 EA3063_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3063+STABILITY: SURFACE MOTION
 EA3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3063+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 EA3063
 EA3063  HISTORY     - Date     Condition        Report By
 EA3063  HISTORY     - 1986     MONUMENTED       NGS
 EA3063  HISTORY     - 20000321 GOOD             NCGS
 EA3063  HISTORY     - 20000321 GOOD             NCGS
 EA3063  HISTORY     - 20010109 GOOD             NCGS
 EA3063  HISTORY     - 20010627 GOOD             USPSQD
 EA3063  HISTORY     - 20030213 GOOD             USPSQD
 EA3063  HISTORY     - 20040215 GOOD             USPSQD
 EA3063  HISTORY     - 20050219 GOOD             USPSQD
 EA3063  HISTORY     - 20060218 GOOD             USPSQD
 EA3063  HISTORY     - 20060912 GOOD             NCGS
 EA3063
 EA3063                          STATION DESCRIPTION
 EA3063
 EA3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 EA3063'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 EA3063'WEST OF WILMINGTON AND
 EA3063'6.4 KM (4.0 MI) SOUTHEAST OF LELAND.
 EA3063'OWNERSHIP--E.A. ORREL, CAPE FEAR TOWING COMPANY, PHONE 919-763-1255.
 EA3063'
 EA3063'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 76,74, 17
 EA3063'AND 421 AT THE WEST END OF WILMINGTON, GO NORTH FOR
 EA3063'0.6 KM (0.4 MI) ON HIGHWAY 421 TO A PAVED ROAD RIGHT.  TURN RIGHT
 EA3063'AND GO EASTERLY FOR 0.6 KM (0.35 MI) ON SR 1352 (BATTLESHIP DR),
 EA3063'PASSING BATTLESHIP ON LEFT, TO A ROAD RIGHT.  TURN RIGHT AND GO
 EA3063'SOUTHERLY FOR 0.7 KM (0.42 MI) ON THE ROAD TO AN OVERPASS.
 EA3063'CONTINUE STRAIGHT AHEAD AND GO SOUTHERLY FOR 0.4 KM (0.23 MI) ON
 EA3063'THE ROAD TO THE STATION ON THE RIGHT, JUST PASS A TRUCK TURNAROUND.
 EA3063'
 EA3063'THE STATION IS A STANDARD NGS DISK
 EA3063'STAMPED---8120 C 1976 NO 1 1986---,
 EA3063'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EA3063'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 EA3063'33.83 METERS (111.0 FT) SOUTHWEST FROM THE UTILITY POLE NUMBER 22777
 EA3063'WITH TRANSFORMER,
 EA3063'19.20 METERS (63.0 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE,
 EA3063'13.41 METERS (44.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 EA3063'OF A DIRT ROAD (SR 1300),
 EA3063'7.92 METERS (26.0 FT) NORTH FROM THE NORTHEAST CORNER OF AN
 EA3063'INDUSTRIAL WASTE POND AND
 EA3063'0.70 METERS (2.3 FT) NORTH-NORTHEAST FROM A CARSONITE WITNESS POST.
 EA3063'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EA3063'STAMPED---8120 C 1976 NO 1 1986---,
 EA3063'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 EA3063'
 EA3063'NO REFERENCE MARKS WERE SET AT THIS TIME.
 EA3063'
 EA3063'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 EA3063'MARCH 1986.
 EA3063'
 EA3063'THIS STATION SUITABLE FOR GPS SURVEYS.
 EA3063'
 EA3063'DESCRIBED BY D.F. CALLAHAN.
 EA3063
 EA3063                          STATION RECOVERY (2000)
 EA3063
 EA3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EA3063'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.  THE INDUSTRIAL
 EA3063'WASTE POND AND WITNESS POST ARE GONE.
 EA3063
 EA3063                          STATION RECOVERY (2000)
 EA3063
 EA3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EA3063'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.  THE INDUSTRIAL
 EA3063'WASTE POND AND WITNESS POST ARE GONE.
 EA3063
 EA3063                          STATION RECOVERY (2001)
 EA3063
 EA3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001
 EA3063'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES. STATION IS
 EA3063'NOW FLUSH WITH
 EA3063'GROUND. THE DIRT ROAD AND INDUSTRIAL WASTE POND ARE GONE.
 EA3063'
 EA3063
 EA3063                          STATION RECOVERY (2001)
 EA3063
 EA3063'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EA3063'RECOVERED IN GOOD CONDITION.
 EA3063
 EA3063                          STATION RECOVERY (2003)
 EA3063
 EA3063'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA3063'RECOVERED IN GOOD CONDITION.
 EA3063
 EA3063                          STATION RECOVERY (2004)
 EA3063
 EA3063'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA3063'RECOVERED IN GOOD CONDITION.
 EA3063
 EA3063                          STATION RECOVERY (2005)
 EA3063
 EA3063'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA3063'RECOVERED IN GOOD CONDITION.
 EA3063
 EA3063                          STATION RECOVERY (2006)
 EA3063
 EA3063'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA3063'RECOVERED IN GOOD CONDITION.
 EA3063
 EA3063                          STATION RECOVERY (2006)
 EA3063
 EA3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EA3063'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND UPDATES.
 EA3063' 
 EA3063'MARK IS FLUSH WITH THE GROUND.  LOCATED 44.4 FT (13.5 M)
 EA3063'WEST-NORTHWEST OF CENTER OF PAVED ROAD, 104.8 FT (31.9 M) SOUTHWEST OF
 EA3063'TELEPHONE PEDESTAL (PED 11), 62.4 FT (19.0 M) WEST-NORTHWEST OF CHAIN
 EA3063'LINK FENCE ACROSS ROAD--AND 42.9 FT (12.8 M) NORTH-NORTHWEST OF WOODEN
 EA3063'FENCE POST SUPPORTING CABLE, 110.4 FT (33.6 M) SOUTHWEST OF POWER POLE
 EA3063'(22777)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0558 ***********************************************************************
 EA0558  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0558  DESIGNATION -  865 8120 TIDAL 1
 EA0558  PID         -  EA0558
 EA0558  STATE/COUNTY-  NC/NEW HANOVER
 EA0558  USGS QUAD   -  WILMINGTON (1979)
 EA0558
 EA0558                         *CURRENT SURVEY CONTROL
 EA0558  ___________________________________________________________________
 EA0558* NAD 83(1986)-  34 13 40.     (N)    077 57 13.     (W)     SCALED    
 EA0558* NAVD 88     -         1.267  (meters)       4.16   (feet)  ADJUSTED  
 EA0558  ___________________________________________________________________
 EA0558  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA0558  DYNAMIC HT  -           1.266 (meters)       4.15  (feet)  COMP
 EA0558  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 EA0558
 EA0558  VERT ORDER  -  FIRST     CLASS I
 EA0558
 EA0558.The horizontal coordinates were scaled from a topographic map and have
 EA0558.an estimated accuracy of +/- 6 seconds.
 EA0558
 EA0558.The orthometric height was determined by differential leveling
 EA0558.and adjusted in June 1991.
 EA0558
 EA0558.This Tidal Bench Mark is designated as VM 555
 EA0558.by the Center for Operational Oceanographic Products and Services.
 EA0558
 EA0558.The geoid height was determined by GEOID03.
 EA0558
 EA0558.The dynamic height is computed by dividing the NAVD 88
 EA0558.geopotential number by the normal gravity value computed on the
 EA0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0558.degrees latitude (g = 980.6199 gals.).
 EA0558
 EA0558.The modeled gravity was interpolated from observed gravity values.
 EA0558
 EA0558;                    North         East    Units  Estimated Accuracy
 EA0558;SPC NC       -    53,510.      706,010.      MT  (+/- 180 meters Scaled)
 EA0558
 EA0558                          SUPERSEDED SURVEY CONTROL
 EA0558
 EA0558  NGVD 29 (??/??/92)    1.57   (m)            5.2    (f) COMPUTED    1 1
 EA0558
 EA0558.Superseded values are not recommended for survey control.
 EA0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0558.See file dsdata.txt to determine how the superseded data were derived.
 EA0558
 EA0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279913(NAD 83)
 EA0558_MARKER: DJ = TIDAL STATION DISK
 EA0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0558_SP_SET: BUILDING
 EA0558_STAMPING: NO 1 1935
 EA0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0558+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 EA0558
 EA0558  HISTORY     - Date     Condition        Report By
 EA0558  HISTORY     - 1935     MONUMENTED       CGS
 EA0558  HISTORY     - 1963     GOOD             NGS
 EA0558  HISTORY     - 20030213 GOOD             USPSQD
 EA0558  HISTORY     - 20040214 GOOD             USPSQD
 EA0558  HISTORY     - 20050822 GOOD             USPSQD
 EA0558  HISTORY     - 20050911 GOOD             USPSQD
 EA0558
 EA0558                          STATION DESCRIPTION
 EA0558
 EA0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0558'AT WILMINGTON.
 EA0558'AT WILMINGTON, NEAR THE U.S. ENGINEERS YARD AND DOCK, AT
 EA0558'GREGORY-POOLE EQUIPMENT COMPANY, IN THE TOP OF THE NORTH DOOR
 EA0558'SILL OF TRACK SHED OF EQUIPMENT COMPANY BUILDING, 1/2 FOOT EAST
 EA0558'OF WEST SILL OF DOORWAY AND ABOUT 1 FOOT ABOVE LEVEL OF SIDEWALK.
 EA0558
 EA0558                          STATION RECOVERY (2003)
 EA0558
 EA0558'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0558'RECOVERED IN GOOD CONDITION.
 EA0558
 EA0558                          STATION RECOVERY (2004)
 EA0558
 EA0558'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0558'RECOVERED IN GOOD CONDITION.
 EA0558
 EA0558                          STATION RECOVERY (2005)
 EA0558
 EA0558'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0558'RECOVERED IN GOOD CONDITION.
 EA0558
 EA0558                          STATION RECOVERY (2005)
 EA0558
 EA0558'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0523 ***********************************************************************
 EA0523  DESIGNATION -  865 8120 TIDAL 11
 EA0523  PID         -  EA0523
 EA0523  STATE/COUNTY-  NC/NEW HANOVER
 EA0523  USGS QUAD   -  WILMINGTON (1979)
 EA0523
 EA0523                         *CURRENT SURVEY CONTROL
 EA0523  ___________________________________________________________________
 EA0523* NAD 83(1986)-  34 14 07.     (N)    077 57 00.     (W)     SCALED    
 EA0523* NAVD 88     -         2.308  (meters)       7.57   (feet)  ADJUSTED  
 EA0523  ___________________________________________________________________
 EA0523  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 EA0523  DYNAMIC HT  -           2.306 (meters)       7.57  (feet)  COMP
 EA0523  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EA0523
 EA0523  VERT ORDER  -  FIRST     CLASS II
 EA0523
 EA0523.The horizontal coordinates were scaled from a topographic map and have
 EA0523.an estimated accuracy of +/- 6 seconds.
 EA0523
 EA0523.The orthometric height was determined by differential leveling
 EA0523.and adjusted in June 1991.
 EA0523
 EA0523.The geoid height was determined by GEOID03.
 EA0523
 EA0523.The dynamic height is computed by dividing the NAVD 88
 EA0523.geopotential number by the normal gravity value computed on the
 EA0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0523.degrees latitude (g = 980.6199 gals.).
 EA0523
 EA0523.The modeled gravity was interpolated from observed gravity values.
 EA0523
 EA0523;                    North         East    Units  Estimated Accuracy
 EA0523;SPC NC       -    54,350.      706,340.      MT  (+/- 180 meters Scaled)
 EA0523
 EA0523                          SUPERSEDED SURVEY CONTROL
 EA0523
 EA0523  NGVD 29 (??/??/92)    2.595  (m)            8.51   (f) ADJ UNCH    1 2
 EA0523
 EA0523.Superseded values are not recommended for survey control.
 EA0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0523.See file dsdata.txt to determine how the superseded data were derived.
 EA0523
 EA0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC282921(NAD 83)
 EA0523_MARKER: DJ = TIDAL STATION DISK
 EA0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0523_SP_SET: BUILDING
 EA0523_STAMPING: 8.074 11 1917
 EA0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0523+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 EA0523
 EA0523  HISTORY     - Date     Condition        Report By
 EA0523  HISTORY     - 1917     MONUMENTED       CGS
 EA0523  HISTORY     - 1955     GOOD             NGS
 EA0523  HISTORY     - 19960403 GOOD             USPSQD
 EA0523  HISTORY     - 19980424 GOOD             USPSQD
 EA0523  HISTORY     - 20020719 GOOD             USPSQD
 EA0523  HISTORY     - 20031230 GOOD             USPSQD
 EA0523  HISTORY     - 20041231 GOOD             USPSQD
 EA0523  HISTORY     - 20060218 GOOD             USPSQD
 EA0523  HISTORY     - 20060909 GOOD             USPSQD
 EA0523  HISTORY     - 20071109 GOOD             GEOCAC
 EA0523
 EA0523                          STATION DESCRIPTION
 EA0523
 EA0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0523'AT WILMINGTON.
 EA0523'AT WILMINGTON, AT INTERSECTION OF MARKET AND WATER STREETS,
 EA0523'SET VERTICALLY IN THE WEST FACE OF RETAINING WALL OF WEST SIDE
 EA0523'OF U.S. CUSTOM HOUSE, 147 FEET NORTH OF NORTH CURB OF MARKET
 EA0523'STREET, 12 FEET EAST OF EAST CURB OF WATER STREET AND 2.7 FEET
 EA0523'ABOVE LEVEL OF SIDE WALK.
 EA0523
 EA0523                          STATION RECOVERY (1996)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (1998)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (2002)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (2003)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (2004)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (2006)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0523'RECOVERED IN GOOD CONDITION.
 EA0523
 EA0523                          STATION RECOVERY (2006)
 EA0523
 EA0523'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0523'MARK IS 1 FOOT 9 1/2 INCHES SOUTH OF WEST ENTRANCE
 EA0523
 EA0523                          STATION RECOVERY (2007)
 EA0523
 EA0523'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EA0523'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0527 ***********************************************************************
 EA0527  DESIGNATION -  865 8120 TIDAL 12
 EA0527  PID         -  EA0527
 EA0527  STATE/COUNTY-  NC/NEW HANOVER
 EA0527  USGS QUAD   -  WILMINGTON (1979)
 EA0527
 EA0527                         *CURRENT SURVEY CONTROL
 EA0527  ___________________________________________________________________
 EA0527* NAD 83(1986)-  34 14 07.     (N)    077 56 56.     (W)     SCALED    
 EA0527* NAVD 88     -         5.380  (meters)      17.65   (feet)  ADJUSTED  
 EA0527  ___________________________________________________________________
 EA0527  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 EA0527  DYNAMIC HT  -           5.375 (meters)      17.63  (feet)  COMP
 EA0527  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EA0527
 EA0527  VERT ORDER  -  FIRST     CLASS II
 EA0527
 EA0527.The horizontal coordinates were scaled from a topographic map and have
 EA0527.an estimated accuracy of +/- 6 seconds.
 EA0527
 EA0527.The orthometric height was determined by differential leveling
 EA0527.and adjusted in June 1991.
 EA0527
 EA0527.The geoid height was determined by GEOID03.
 EA0527
 EA0527.The dynamic height is computed by dividing the NAVD 88
 EA0527.geopotential number by the normal gravity value computed on the
 EA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0527.degrees latitude (g = 980.6199 gals.).
 EA0527
 EA0527.The modeled gravity was interpolated from observed gravity values.
 EA0527
 EA0527;                    North         East    Units  Estimated Accuracy
 EA0527;SPC NC       -    54,350.      706,440.      MT  (+/- 180 meters Scaled)
 EA0527
 EA0527                          SUPERSEDED SURVEY CONTROL
 EA0527
 EA0527  NGVD 29 (??/??/92)    5.666  (m)           18.59   (f) ADJ UNCH    1 2
 EA0527
 EA0527.Superseded values are not recommended for survey control.
 EA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0527.See file dsdata.txt to determine how the superseded data were derived.
 EA0527
 EA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC283921(NAD 83)
 EA0527_MARKER: DJ = TIDAL STATION DISK
 EA0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0527_SP_SET: BUILDING
 EA0527_STAMPING: 18.143 12 1917
 EA0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0527+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 EA0527
 EA0527  HISTORY     - Date     Condition        Report By
 EA0527  HISTORY     - 1917     MONUMENTED       CGS
 EA0527  HISTORY     - 1955     GOOD             NGS
 EA0527  HISTORY     - 1979     GOOD             NCGS
 EA0527  HISTORY     - 19960403 GOOD             USPSQD
 EA0527  HISTORY     - 19980424 GOOD             USPSQD
 EA0527  HISTORY     - 20020719 GOOD             USPSQD
 EA0527  HISTORY     - 20031230 GOOD             USPSQD
 EA0527  HISTORY     - 20041231 GOOD             USPSQD
 EA0527  HISTORY     - 20060218 GOOD             USPSQD
 EA0527  HISTORY     - 20060909 GOOD             USPSQD
 EA0527
 EA0527                          STATION DESCRIPTION
 EA0527
 EA0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0527'AT WILMINGTON.
 EA0527'AT WILMINGTON, ABOUT 0.1 MILE EAST OF U.S. CUSTOM HOUSE, SET
 EA0527'VERTICALLY IN THE SOUTH FACE OF A 9-STORY BUILDING (GROUND FLOOR
 EA0527'OCCUPIED BY BERMAN JEWELERY COMPANY), 40 1/2 FEET EAST OF EAST
 EA0527'CURB LINE OF FRONT STREET, 14 3/4 FEET NORTH OF NORTH CURB LINE
 EA0527'OF MARKET STREET AND 2.3 FEET ABOVE SIDE WALK.
 EA0527
 EA0527                          STATION RECOVERY (1979)
 EA0527
 EA0527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0527'0.15 MILE WEST ALONG MARKET STREET FROM THE JUNCTION WITH THIRD
 EA0527'STREET, AT THE JUNCTION WITH NORTH FRONT STREET, SET VERTICALLY
 EA0527'ON THE SOUTH SIDE OF A NINE STORY 50 FOOT BY 30 FOOT BRICK
 EA0527'STRUCTURE NAMED TRUST BUILDING.  THIS BENCH MARK HAS BEEN
 EA0527'DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.  40.5 FEET
 EA0527'EAST OF EAST CURB OF NORTH FRONT STREET AND 14.7 FEET NORTH OF
 EA0527'NORTH CURB OF MARKET STREET.
 EA0527'THE MARK IS 2.3 FT ABOVE SIDEWALK.
 EA0527
 EA0527                          STATION RECOVERY (1996)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (1998)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (2002)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (2003)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (2004)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (2006)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0527'RECOVERED IN GOOD CONDITION.
 EA0527
 EA0527                          STATION RECOVERY (2006)
 EA0527
 EA0527'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0527'BUILDING NAME IS ROCKFORD PARTNERS LOCATED AT 2 NORTH FRONT STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0521 ***********************************************************************
 EA0521  DESIGNATION -  865 8120 TIDAL 20
 EA0521  PID         -  EA0521
 EA0521  STATE/COUNTY-  NC/NEW HANOVER
 EA0521  USGS QUAD   -  WILMINGTON (1979)
 EA0521
 EA0521                         *CURRENT SURVEY CONTROL
 EA0521  ___________________________________________________________________
 EA0521* NAD 83(1986)-  34 14 07.     (N)    077 57 00.     (W)     SCALED    
 EA0521* NAVD 88     -         1.071  (meters)       3.51   (feet)  POSTED    
 EA0521  ___________________________________________________________________
 EA0521  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 EA0521  DYNAMIC HT  -           1.070 (meters)       3.51  (feet)  COMP
 EA0521  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EA0521
 EA0521  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EA0521
 EA0521.The horizontal coordinates were scaled from a topographic map and have
 EA0521.an estimated accuracy of +/- 6 seconds.
 EA0521
 EA0521.The orthometric height was determined by differential leveling
 EA0521.and adjusted by the  in 1992.
 EA0521.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EA0521.was located on a no-check spur therefore a value was not computed.
 EA0521.No vertical observational check was made to the station.
 EA0521
 EA0521.The geoid height was determined by GEOID03.
 EA0521
 EA0521.The dynamic height is computed by dividing the NAVD 88
 EA0521.geopotential number by the normal gravity value computed on the
 EA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0521.degrees latitude (g = 980.6199 gals.).
 EA0521
 EA0521.The modeled gravity was interpolated from observed gravity values.
 EA0521
 EA0521;                    North         East    Units  Estimated Accuracy
 EA0521;SPC NC       -    54,350.      706,340.      MT  (+/- 180 meters Scaled)
 EA0521
 EA0521                          SUPERSEDED SURVEY CONTROL
 EA0521
 EA0521  NGVD 29 (??/??/92)    1.358  (m)            4.46   (f) ADJ UNCH    1 2
 EA0521
 EA0521.Superseded values are not recommended for survey control.
 EA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0521.See file dsdata.txt to determine how the superseded data were derived.
 EA0521
 EA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC282921(NAD 83)
 EA0521_MARKER: DB = BENCH MARK DISK
 EA0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0521_SP_SET: CONCRETE SEA WALL
 EA0521_STAMPING: 20 1923
 EA0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0521
 EA0521  HISTORY     - Date     Condition        Report By
 EA0521  HISTORY     - 1923     MONUMENTED       CGS
 EA0521  HISTORY     - 1955     GOOD             NGS
 EA0521  HISTORY     - 19960403 GOOD             USPSQD
 EA0521  HISTORY     - 19980424 POOR             USPSQD
 EA0521  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 EA0521  HISTORY     - 20031230 MARK NOT FOUND   USPSQD
 EA0521  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 EA0521
 EA0521                          STATION DESCRIPTION
 EA0521
 EA0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0521'AT WILMINGTON.
 EA0521'AT WILMINGTON, ABOUT 0.1 MILE SOUTH OF THE U.S. CUSTOM HOUSE,
 EA0521'IN THE TOP OF CONCRETE SEA WALL AT FOOT OF DOCK STREET, 16 1/2
 EA0521'FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF BROOKS WHOLESALE
 EA0521'GROCERY COMPANY BUILDING, 5 1/2 FEET WEST OF WEST CURB LINE
 EA0521'OF WATER STREET, 4 FEET SOUTH OF NORTH CURB LINE OF DOCK STREET
 EA0521'EAST AND ABOUT 1/2 FOOT BELOW LEVEL OF WATER STREET.
 EA0521
 EA0521                          STATION RECOVERY (1996)
 EA0521
 EA0521'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0521'RECOVERED IN GOOD CONDITION.
 EA0521
 EA0521                          STATION RECOVERY (1998)
 EA0521
 EA0521'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0521'MARK RECOVERED IN POOR CONDITION.
 EA0521
 EA0521                          STATION RECOVERY (2002)
 EA0521
 EA0521'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0521'ASSUMED TO BE LOST DUE TO CONSTRUCTION OF NEW SEAWALL IN 1998.
 EA0521
 EA0521                          STATION RECOVERY (2003)
 EA0521
 EA0521'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0521'MARK NOT FOUND.
 EA0521
 EA0521                          STATION RECOVERY (2004)
 EA0521
 EA0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0521'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION BUT MARKER WAS NOT
 EA0521'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0550 ***********************************************************************
 EA0550  DESIGNATION -  865 8120 TIDAL 22
 EA0550  PID         -  EA0550
 EA0550  STATE/COUNTY-  NC/NEW HANOVER
 EA0550  USGS QUAD   -  WILMINGTON (1979)
 EA0550
 EA0550                         *CURRENT SURVEY CONTROL
 EA0550  ___________________________________________________________________
 EA0550* NAD 83(1986)-  34 14 58.     (N)    077 57 23.     (W)     SCALED    
 EA0550* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 EA0550  ___________________________________________________________________
 EA0550  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EA0550  DYNAMIC HT  -           1.045 (meters)       3.43  (feet)  COMP
 EA0550  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EA0550
 EA0550  VERT ORDER  -  FIRST     CLASS I
 EA0550
 EA0550.The horizontal coordinates were scaled from a topographic map and have
 EA0550.an estimated accuracy of +/- 6 seconds.
 EA0550
 EA0550.The orthometric height was determined by differential leveling
 EA0550.and adjusted in June 1991.
 EA0550
 EA0550.The geoid height was determined by GEOID03.
 EA0550
 EA0550.The dynamic height is computed by dividing the NAVD 88
 EA0550.geopotential number by the normal gravity value computed on the
 EA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0550.degrees latitude (g = 980.6199 gals.).
 EA0550
 EA0550.The modeled gravity was interpolated from observed gravity values.
 EA0550
 EA0550;                    North         East    Units  Estimated Accuracy
 EA0550;SPC NC       -    55,910.      705,730.      MT  (+/- 180 meters Scaled)
 EA0550
 EA0550                          SUPERSEDED SURVEY CONTROL
 EA0550
 EA0550  NGVD 29 (??/??/92)    1.349  (m)            4.43   (f) ADJ UNCH    1 1
 EA0550
 EA0550.Superseded values are not recommended for survey control.
 EA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0550.See file dsdata.txt to determine how the superseded data were derived.
 EA0550
 EA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC277937(NAD 83)
 EA0550_MARKER: DJ = TIDAL STATION DISK
 EA0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0550_SP_SET: GASOLINE PUMP ISLAND
 EA0550_STAMPING: 22 1954
 EA0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0550
 EA0550  HISTORY     - Date     Condition        Report By
 EA0550  HISTORY     - 1954     MONUMENTED       CGS
 EA0550  HISTORY     - 1955     GOOD             NGS
 EA0550  HISTORY     - 1963     GOOD             NGS
 EA0550  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 EA0550
 EA0550                          STATION DESCRIPTION
 EA0550
 EA0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0550'AT WILMINGTON.
 EA0550'AT WILMINGTON, ABOUT 0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY
 EA0550'17 FROM THE WEST END OF HIGHWAY BRIDGE OVER NORTHEAST BRANCH
 EA0550'OF CAPE FEAR RIVER, IN THE TOP OF THE SOUTH END OF GASOLINE
 EA0550'PUMP ISLAND AT POINT HARBOR SHELL SERVICE STATION, 37 FEET
 EA0550'EAST OF CENTER LINE OF HIGHWAY 17, 53 FEET SOUTHEAST OF CENTER
 EA0550'LINE OF JUNCTION OF U.S. HIGHWAY 421 LEADING NORTH, 19 FEET
 EA0550'WEST OF SOUTHWEST CORNER OF SERVICE STATION BUILDING AND ABOUT
 EA0550'0.8 FOOT ABOVE LEVEL OF APRON.
 EA0550
 EA0550                          STATION RECOVERY (1963)
 EA0550
 EA0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0550'RECOVERED IN GOOD CONDITION.
 EA0550
 EA0550                          STATION RECOVERY (2004)
 EA0550
 EA0550'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0550'PUMP ISLANDS HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0552 ***********************************************************************
 EA0552  DESIGNATION -  865 8120 TIDAL 23
 EA0552  PID         -  EA0552
 EA0552  STATE/COUNTY-  NC/NEW HANOVER
 EA0552  USGS QUAD   -  WILMINGTON (1979)
 EA0552
 EA0552                         *CURRENT SURVEY CONTROL
 EA0552  ___________________________________________________________________
 EA0552* NAD 83(1986)-  34 14 24.     (N)    077 57 29.     (W)     SCALED    
 EA0552* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 EA0552  ___________________________________________________________________
 EA0552  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 EA0552  DYNAMIC HT  -           2.909 (meters)       9.54  (feet)  COMP
 EA0552  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 EA0552
 EA0552  VERT ORDER  -  FIRST     CLASS I
 EA0552
 EA0552.The horizontal coordinates were scaled from a topographic map and have
 EA0552.an estimated accuracy of +/- 6 seconds.
 EA0552
 EA0552.The orthometric height was determined by differential leveling
 EA0552.and adjusted in June 1991.
 EA0552.WARNING-Repeat measurements at this control monument indicate possible
 EA0552.vertical movement.
 EA0552
 EA0552.The geoid height was determined by GEOID03.
 EA0552
 EA0552.The dynamic height is computed by dividing the NAVD 88
 EA0552.geopotential number by the normal gravity value computed on the
 EA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0552.degrees latitude (g = 980.6199 gals.).
 EA0552
 EA0552.The modeled gravity was interpolated from observed gravity values.
 EA0552
 EA0552;                    North         East    Units  Estimated Accuracy
 EA0552;SPC NC       -    54,860.      705,590.      MT  (+/- 180 meters Scaled)
 EA0552
 EA0552                          SUPERSEDED SURVEY CONTROL
 EA0552
 EA0552  NGVD 29 (10/06/93)    3.214  (m)           10.54   (f) ADJUSTED    1 1
 EA0552
 EA0552.Superseded values are not recommended for survey control.
 EA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0552.See file dsdata.txt to determine how the superseded data were derived.
 EA0552
 EA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC275927(NAD 83)
 EA0552_MARKER: DJ = TIDAL STATION DISK
 EA0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0552_SP_SET: BRIDGE
 EA0552_STAMPING: 23 1954
 EA0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0552
 EA0552  HISTORY     - Date     Condition        Report By
 EA0552  HISTORY     - 1954     MONUMENTED       CGS
 EA0552  HISTORY     - 1955     GOOD             NGS
 EA0552  HISTORY     - 1963     GOOD             NGS
 EA0552  HISTORY     - 1979     GOOD             NCGS
 EA0552  HISTORY     - 1980     GOOD             NCGS
 EA0552  HISTORY     - 20020720 MARK NOT FOUND   USPSQD
 EA0552  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 EA0552  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 EA0552
 EA0552                          STATION DESCRIPTION
 EA0552
 EA0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0552'AT WILMINGTON.
 EA0552'AT WILMINGTON, AT THE SOUTH END OF U.S. HIGHWAY 17 BRIDGEOVER
 EA0552'NORTHWEST BRANCH OF CAPE FEAR RIVER, IN THE TOP OF THE WEST
 EA0552'CURB OF BRIDGE, 14 1/2 FEET WEST OF CENTER LINE OF HIGHWAY,
 EA0552'3 1/2 FEET NORTH OF SOUTH END OF CURBING AND 1/2 FOOT ABOVE
 EA0552'LEVEL OF HIGHWAY.
 EA0552
 EA0552                          STATION RECOVERY (1963)
 EA0552
 EA0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0552'RECOVERED IN GOOD CONDITION.
 EA0552
 EA0552                          STATION RECOVERY (1979)
 EA0552
 EA0552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0552'LOCATED AT THE U.S. 421 AND N.C. 133 BRIDGE OVER THE CAPE FEAR
 EA0552'RIVER ON THE NORTHWEST SIDE OF THE FORK OF THE CAPE FEAR AND
 EA0552'NORTHEAST CAPE FEAR, 0.2 MILE NORTH OF THE ENTRANCE TO THE
 EA0552'BATTLESHIP--U.S.S. NORTH CAROLINA--, SET IN THE WEST CURB OF THE
 EA0552'SOUTH END OF THE BRIDGE, 14.5 FEET WEST OF CENTERLINE OF HIGHWAY
 EA0552'BRIDGE AND 3.5 FEET NORTH OF SOUTH END OF CURB.
 EA0552'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 EA0552
 EA0552                          STATION RECOVERY (1980)
 EA0552
 EA0552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EA0552'RECOVERED IN GOOD CONDITION.
 EA0552
 EA0552                          STATION RECOVERY (2002)
 EA0552
 EA0552'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0552'MARK NOT FOUND.
 EA0552
 EA0552                          STATION RECOVERY (2003)
 EA0552
 EA0552'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0552'MARK NOT FOUND.
 EA0552
 EA0552                          STATION RECOVERY (2004)
 EA0552
 EA0552'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0552'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION BUT MARKER WAS NOT
 EA0552'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0554 ***********************************************************************
 EA0554  DESIGNATION -  865 8120 TIDAL 3
 EA0554  PID         -  EA0554
 EA0554  STATE/COUNTY-  NC/NEW HANOVER
 EA0554  USGS QUAD   -  WILMINGTON (1979)
 EA0554
 EA0554                         *CURRENT SURVEY CONTROL
 EA0554  ___________________________________________________________________
 EA0554* NAD 83(1986)-  34 13 38.     (N)    077 57 14.     (W)     SCALED    
 EA0554* NAVD 88     -         0.538  (meters)       1.77   (feet)  ADJUSTED  
 EA0554  ___________________________________________________________________
 EA0554  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA0554  DYNAMIC HT  -           0.538 (meters)       1.77  (feet)  COMP
 EA0554  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA0554
 EA0554  VERT ORDER  -  FIRST     CLASS I
 EA0554
 EA0554.The horizontal coordinates were scaled from a topographic map and have
 EA0554.an estimated accuracy of +/- 6 seconds.
 EA0554
 EA0554.The orthometric height was determined by differential leveling
 EA0554.and adjusted in June 1991.
 EA0554.WARNING-Repeat measurements at this control monument indicate possible
 EA0554.vertical movement.
 EA0554
 EA0554.The geoid height was determined by GEOID03.
 EA0554
 EA0554.The dynamic height is computed by dividing the NAVD 88
 EA0554.geopotential number by the normal gravity value computed on the
 EA0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0554.degrees latitude (g = 980.6199 gals.).
 EA0554
 EA0554.The modeled gravity was interpolated from observed gravity values.
 EA0554
 EA0554;                    North         East    Units  Estimated Accuracy
 EA0554;SPC NC       -    53,450.      705,990.      MT  (+/- 180 meters Scaled)
 EA0554
 EA0554                          SUPERSEDED SURVEY CONTROL
 EA0554
 EA0554  NGVD 29 (??/??/92)    0.842  (m)            2.76   (f) ADJ UNCH    1 1
 EA0554
 EA0554.Superseded values are not recommended for survey control.
 EA0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0554.See file dsdata.txt to determine how the superseded data were derived.
 EA0554
 EA0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC278912(NAD 83)
 EA0554_MARKER: DJ = TIDAL STATION DISK
 EA0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0554_STAMPING: NO 3 1935
 EA0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0554+STABILITY: SURFACE MOTION
 EA0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0554+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA0554
 EA0554  HISTORY     - Date     Condition        Report By
 EA0554  HISTORY     - 1935     MONUMENTED       CGS
 EA0554  HISTORY     - 1955     GOOD             NGS
 EA0554  HISTORY     - 1963     GOOD             NGS
 EA0554  HISTORY     - 20030213 GOOD             USPSQD
 EA0554  HISTORY     - 20040214 GOOD             USPSQD
 EA0554  HISTORY     - 20050219 GOOD             USPSQD
 EA0554  HISTORY     - 20060218 GOOD             USPSQD
 EA0554
 EA0554                          STATION DESCRIPTION
 EA0554
 EA0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0554'AT WILMINGTON.
 EA0554'AT WILMINGTON, AT THE U.S. ENGINEERS YARD AND DOCK, 131 FEET
 EA0554'EAST-NORTHEAST OF CENTER OF ENTRANCE GATE, 17 FEET WEST OF
 EA0554'WEST FACE OF YARD OFFICE AND WAREHOUSE BUILDING, 46 1/2 FEET
 EA0554'NORTH-NORTHWEST OF SOUTHWEST CORNER OF SAME BUILDING, 88 FEET
 EA0554'SOUTH-SOUTHWEST OF NORTHWEST CORNER OF SAME BUILDING, AND IS
 EA0554'A DISK SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT UNDERGROUND
 EA0554'ACCESS TO WHICH IS HAD THRU AN 18-INCH IRON PIPE.
 EA0554
 EA0554                          STATION RECOVERY (1963)
 EA0554
 EA0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0554'RECOVERED IN GOOD CONDITION.
 EA0554
 EA0554                          STATION RECOVERY (2003)
 EA0554
 EA0554'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0554'RECOVERED IN GOOD CONDITION.
 EA0554
 EA0554                          STATION RECOVERY (2004)
 EA0554
 EA0554'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0554'RECOVERED IN GOOD CONDITION.
 EA0554
 EA0554                          STATION RECOVERY (2005)
 EA0554
 EA0554'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0554'RECOVERED IN GOOD CONDITION.
 EA0554
 EA0554                          STATION RECOVERY (2006)
 EA0554
 EA0554'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0556 ***********************************************************************
 EA0556  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0556  DESIGNATION -  865 8120 TIDAL 4
 EA0556  PID         -  EA0556
 EA0556  STATE/COUNTY-  NC/NEW HANOVER
 EA0556  USGS QUAD   -  WILMINGTON (1979)
 EA0556
 EA0556                         *CURRENT SURVEY CONTROL
 EA0556  ___________________________________________________________________
 EA0556* NAD 83(1986)-  34 13 38.     (N)    077 57 13.     (W)     SCALED    
 EA0556* NAVD 88     -         1.176  (meters)       3.86   (feet)  ADJUSTED  
 EA0556  ___________________________________________________________________
 EA0556  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA0556  DYNAMIC HT  -           1.175 (meters)       3.85  (feet)  COMP
 EA0556  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA0556
 EA0556  VERT ORDER  -  FIRST     CLASS I
 EA0556
 EA0556.The horizontal coordinates were scaled from a topographic map and have
 EA0556.an estimated accuracy of +/- 6 seconds.
 EA0556
 EA0556.The orthometric height was determined by differential leveling
 EA0556.and adjusted in June 1991.
 EA0556
 EA0556.This Tidal Bench Mark is designated as VM 559
 EA0556.by the Center for Operational Oceanographic Products and Services.
 EA0556
 EA0556.The geoid height was determined by GEOID03.
 EA0556
 EA0556.The dynamic height is computed by dividing the NAVD 88
 EA0556.geopotential number by the normal gravity value computed on the
 EA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0556.degrees latitude (g = 980.6199 gals.).
 EA0556
 EA0556.The modeled gravity was interpolated from observed gravity values.
 EA0556
 EA0556;                    North         East    Units  Estimated Accuracy
 EA0556;SPC NC       -    53,450.      706,020.      MT  (+/- 180 meters Scaled)
 EA0556
 EA0556                          SUPERSEDED SURVEY CONTROL
 EA0556
 EA0556  NGVD 29 (??/??/92)    1.48   (m)            4.9    (f) COMPUTED    1 1
 EA0556
 EA0556.Superseded values are not recommended for survey control.
 EA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0556.See file dsdata.txt to determine how the superseded data were derived.
 EA0556
 EA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279912(NAD 83)
 EA0556_MARKER: DJ = TIDAL STATION DISK
 EA0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0556_SP_SET: CONCRETE TILE
 EA0556_STAMPING: 4
 EA0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0556+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA0556
 EA0556  HISTORY     - Date     Condition        Report By
 EA0556  HISTORY     - UNK      MONUMENTED       CGS
 EA0556  HISTORY     - 1955     GOOD             NGS
 EA0556  HISTORY     - 1963     GOOD             NGS
 EA0556  HISTORY     - 20030213 GOOD             USPSQD
 EA0556  HISTORY     - 20040214 GOOD             USPSQD
 EA0556  HISTORY     - 20050219 GOOD             USPSQD
 EA0556  HISTORY     - 20060218 GOOD             USPSQD
 EA0556
 EA0556                          STATION DESCRIPTION
 EA0556
 EA0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0556'AT WILMINGTON.
 EA0556'AT WILMINGTON, AT THE U.S. ENGINEERS YARD AND DOCK, LOCATED ON
 EA0556'THE WEST SIDE OF PROPERTY FENCE LINE BETWEEN U.S. ENGINEERS
 EA0556'LOT AND GREGORY-POOLE EQUIPMENT COMPANY, 70 1/2 FEET NORTH OF A
 EA0556'FENCE CORNER, 30 FEET SOUTH OF A FENCE CORNER, 22 1/2 FEET
 EA0556'SOUTHEAST OF NORTHEAST CORNER OF U.S.E. STORAGE WAREHOUSE, 15
 EA0556'FEET EAST OF EAST FACE OF ABOVE BUILDING, 2 FEET WEST OF WEST
 EA0556'SIDE OF GREGORY-POOLE BUILDING, 1/2 FOOT WEST OF FENCE LINE, AND
 EA0556'SET IN THE TOP OF A CONCRETE FILLED TILE PROJECTING 4 INCHES.
 EA0556'*THE MARK LEANS TO THE EAST.  POINT LEVELED TO IS THE LETTER U OF
 EA0556'U.S.
 EA0556
 EA0556                          STATION RECOVERY (1963)
 EA0556
 EA0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0556'RECOVERED IN GOOD CONDITION.
 EA0556
 EA0556                          STATION RECOVERY (2003)
 EA0556
 EA0556'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0556'RECOVERED IN GOOD CONDITION.
 EA0556
 EA0556                          STATION RECOVERY (2004)
 EA0556
 EA0556'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0556'RECOVERED IN GOOD CONDITION.
 EA0556
 EA0556                          STATION RECOVERY (2005)
 EA0556
 EA0556'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0556'RECOVERED IN GOOD CONDITION.
 EA0556
 EA0556                          STATION RECOVERY (2006)
 EA0556
 EA0556'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0526 ***********************************************************************
 EA0526  DESIGNATION -  865 8120 TIDAL 4
 EA0526  PID         -  EA0526
 EA0526  STATE/COUNTY-  NC/NEW HANOVER
 EA0526  USGS QUAD   -  WILMINGTON (1979)
 EA0526
 EA0526                         *CURRENT SURVEY CONTROL
 EA0526  ___________________________________________________________________
 EA0526* NAD 83(1986)-  34 14 14.     (N)    077 56 56.     (W)     SCALED    
 EA0526* NAVD 88     -         7.573  (meters)      24.85   (feet)  POSTED    
 EA0526  ___________________________________________________________________
 EA0526  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EA0526  DYNAMIC HT  -           7.570 (meters)      24.84  (feet)  COMP
 EA0526  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EA0526
 EA0526  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EA0526
 EA0526.The horizontal coordinates were scaled from a topographic map and have
 EA0526.an estimated accuracy of +/- 6 seconds.
 EA0526
 EA0526.The orthometric height was determined by differential leveling
 EA0526.and adjusted by the  in 1992.
 EA0526.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EA0526.rate of 3.1 thru 4.0 mm/km.
 EA0526
 EA0526.The geoid height was determined by GEOID03.
 EA0526
 EA0526.The dynamic height is computed by dividing the NAVD 88
 EA0526.geopotential number by the normal gravity value computed on the
 EA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0526.degrees latitude (g = 980.6199 gals.).
 EA0526
 EA0526.The modeled gravity was interpolated from observed gravity values.
 EA0526
 EA0526;                    North         East    Units  Estimated Accuracy
 EA0526;SPC NC       -    54,560.      706,440.      MT  (+/- 180 meters Scaled)
 EA0526
 EA0526                          SUPERSEDED SURVEY CONTROL
 EA0526
 EA0526  NGVD 29 (??/??/92)    7.86   (m)           25.8    (f) COMPUTED    1 2
 EA0526
 EA0526.Superseded values are not recommended for survey control.
 EA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0526.See file dsdata.txt to determine how the superseded data were derived.
 EA0526
 EA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC283923(NAD 83)
 EA0526_MARKER: X = CHISELED CROSS
 EA0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0526_SP_SET: STEP
 EA0526_MARK LOGO: CGS   
 EA0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0526
 EA0526  HISTORY     - Date     Condition        Report By
 EA0526  HISTORY     - UNK      MONUMENTED       CGS
 EA0526  HISTORY     - 1955     GOOD             CGS
 EA0526  HISTORY     - 1970     MARK NOT FOUND   USGS
 EA0526  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 EA0526  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 EA0526  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0526
 EA0526                          STATION DESCRIPTION
 EA0526
 EA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0526'AT WILMINGTON.
 EA0526'AT WILMINGTON, ABOUT 0.2 MILE WEST OF CITY HALL, LOCATED ON THE
 EA0526'TOP OF THE WEST END OF THE BOTTOM STEP OF THE ENTRANCE TO PEOPLES
 EA0526'SAVINGS BANK AND TRUST COMPANY, 19 1/2 FEET WEST OF WEST CURB OF
 EA0526'FRONT STREET, 11 1/2 FEET NORTH OF NORTH CURB OF PRINCESS STREET,
 EA0526'0.6 FOOT EAST OF WEST END OF STEP, 0.3 FOOT NORTH OF SOUTH EDGE
 EA0526'OF STEP AND 1 FOOT ABOVE LEVEL OF SIDE WALK.
 EA0526
 EA0526                          STATION RECOVERY (1970)
 EA0526
 EA0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0526'MARK NOT FOUND.
 EA0526
 EA0526                          STATION RECOVERY (1998)
 EA0526
 EA0526'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0526'MARK NOT FOUND.
 EA0526
 EA0526                          STATION RECOVERY (2004)
 EA0526
 EA0526'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0526'MARK NOT FOUND.
 EA0526
 EA0526                          STATION RECOVERY (2005)
 EA0526
 EA0526'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0555 ***********************************************************************
 EA0555  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0555  DESIGNATION -  865 8120 TIDAL 5
 EA0555  PID         -  EA0555
 EA0555  STATE/COUNTY-  NC/NEW HANOVER
 EA0555  USGS QUAD   -  WILMINGTON (1979)
 EA0555
 EA0555                         *CURRENT SURVEY CONTROL
 EA0555  ___________________________________________________________________
 EA0555* NAD 83(1986)-  34 13 37.     (N)    077 57 14.     (W)     SCALED    
 EA0555* NAVD 88     -         0.980  (meters)       3.22   (feet)  ADJUSTED  
 EA0555  ___________________________________________________________________
 EA0555  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA0555  DYNAMIC HT  -           0.979 (meters)       3.21  (feet)  COMP
 EA0555  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA0555
 EA0555  VERT ORDER  -  FIRST     CLASS I
 EA0555
 EA0555.The horizontal coordinates were scaled from a topographic map and have
 EA0555.an estimated accuracy of +/- 6 seconds.
 EA0555
 EA0555.The orthometric height was determined by differential leveling
 EA0555.and adjusted in June 1991.
 EA0555
 EA0555.This Tidal Bench Mark is designated as VM 16965
 EA0555.by the Center for Operational Oceanographic Products and Services.
 EA0555
 EA0555.The geoid height was determined by GEOID03.
 EA0555
 EA0555.The dynamic height is computed by dividing the NAVD 88
 EA0555.geopotential number by the normal gravity value computed on the
 EA0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0555.degrees latitude (g = 980.6199 gals.).
 EA0555
 EA0555.The modeled gravity was interpolated from observed gravity values.
 EA0555
 EA0555;                    North         East    Units  Estimated Accuracy
 EA0555;SPC NC       -    53,420.      705,990.      MT  (+/- 180 meters Scaled)
 EA0555
 EA0555                          SUPERSEDED SURVEY CONTROL
 EA0555
 EA0555  NGVD 29 (??/??/92)    1.28   (m)            4.2    (f) COMPUTED    1 1
 EA0555
 EA0555.Superseded values are not recommended for survey control.
 EA0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0555.See file dsdata.txt to determine how the superseded data were derived.
 EA0555
 EA0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC278912(NAD 83)
 EA0555_MARKER: DJ = TIDAL STATION DISK
 EA0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0555_SP_SET: BUILDING
 EA0555_STAMPING: 5 1937
 EA0555_MARK LOGO: USE   
 EA0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0555+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA0555
 EA0555  HISTORY     - Date     Condition        Report By
 EA0555  HISTORY     - 1937     MONUMENTED       DOD
 EA0555  HISTORY     - 1955     GOOD             CGS
 EA0555  HISTORY     - 1963     GOOD             CGS
 EA0555  HISTORY     - 1986     GOOD             NGS
 EA0555  HISTORY     - 20030213 GOOD             USPSQD
 EA0555  HISTORY     - 20040215 GOOD             USPSQD
 EA0555  HISTORY     - 20050219 GOOD             USPSQD
 EA0555  HISTORY     - 20060218 GOOD             USPSQD
 EA0555
 EA0555                          STATION DESCRIPTION
 EA0555
 EA0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0555'AT WILMINGTON.
 EA0555'AT WILMINGTON, AT THE U.S. ENGINEERS YARD AND DOCKS, ABOUT
 EA0555'46 YARDS EAST OF EAST FACE OF OFFICE AND WAREHOUSE BUILDING,
 EA0555'IN THE TOP OF THE CONCRETE DOORSILL OF NORTH ENTRANCE TO U.S.E.
 EA0555'STORAGE WAREHOUSE, 1/2 FOOT WEST OF EAST END OF SILL AND ABOUT
 EA0555'LEVEL WITH SIDE WALK.
 EA0555
 EA0555                          STATION RECOVERY (1963)
 EA0555
 EA0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EA0555'RECOVERED IN GOOD CONDITION.
 EA0555
 EA0555                          STATION RECOVERY (1986)
 EA0555
 EA0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EA0555'RECOVERED IN GOOD CONDITION.
 EA0555
 EA0555                          STATION RECOVERY (2003)
 EA0555
 EA0555'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0555'RECOVERED IN GOOD CONDITION.
 EA0555
 EA0555                          STATION RECOVERY (2004)
 EA0555
 EA0555'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0555'RECOVERED IN GOOD CONDITION.
 EA0555
 EA0555                          STATION RECOVERY (2005)
 EA0555
 EA0555'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0555'RECOVERED IN GOOD CONDITION.
 EA0555
 EA0555                          STATION RECOVERY (2006)
 EA0555
 EA0555'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0528 ***********************************************************************
 EA0528  DESIGNATION -  865 8120 TIDAL 5
 EA0528  PID         -  EA0528
 EA0528  STATE/COUNTY-  NC/NEW HANOVER
 EA0528  USGS QUAD   -  WILMINGTON (1979)
 EA0528
 EA0528                         *CURRENT SURVEY CONTROL
 EA0528  ___________________________________________________________________
 EA0528* NAD 83(1986)-  34 14 14.     (N)    077 56 56.     (W)     SCALED    
 EA0528* NAVD 88     -         9.420  (meters)      30.91   (feet)  POSTED    
 EA0528  ___________________________________________________________________
 EA0528  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EA0528  DYNAMIC HT  -           9.410 (meters)      30.87  (feet)  COMP
 EA0528  MODELED GRAV-     979,655.2   (mgal)                       NAVD 88
 EA0528
 EA0528  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EA0528
 EA0528.The horizontal coordinates were scaled from a topographic map and have
 EA0528.an estimated accuracy of +/- 6 seconds.
 EA0528
 EA0528.The orthometric height was determined by differential leveling
 EA0528.and adjusted by the  in 1992.
 EA0528.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EA0528.rate of 4.1 thru 8.0 mm/km.
 EA0528
 EA0528.The geoid height was determined by GEOID03.
 EA0528
 EA0528.The dynamic height is computed by dividing the NAVD 88
 EA0528.geopotential number by the normal gravity value computed on the
 EA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0528.degrees latitude (g = 980.6199 gals.).
 EA0528
 EA0528.The modeled gravity was interpolated from observed gravity values.
 EA0528
 EA0528;                    North         East    Units  Estimated Accuracy
 EA0528;SPC NC       -    54,560.      706,440.      MT  (+/- 180 meters Scaled)
 EA0528
 EA0528                          SUPERSEDED SURVEY CONTROL
 EA0528
 EA0528  NGVD 29 (??/??/92)    9.71   (m)           31.9    (f) COMPUTED    1 2
 EA0528
 EA0528.Superseded values are not recommended for survey control.
 EA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0528.See file dsdata.txt to determine how the superseded data were derived.
 EA0528
 EA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC283923(NAD 83)
 EA0528_MARKER: X = CHISELED CROSS
 EA0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0528_SP_SET: CURB
 EA0528_MARK LOGO: USE   
 EA0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0528+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 EA0528
 EA0528  HISTORY     - Date     Condition        Report By
 EA0528  HISTORY     - UNK      MONUMENTED       DOD
 EA0528  HISTORY     - 1955     GOOD             CGS
 EA0528  HISTORY     - 19980424 GOOD             USPSQD
 EA0528  HISTORY     - 20020720 GOOD             USPSQD
 EA0528  HISTORY     - 20031230 GOOD             USPSQD
 EA0528  HISTORY     - 20041231 GOOD             USPSQD
 EA0528  HISTORY     - 20060218 GOOD             USPSQD
 EA0528  HISTORY     - 20060909 GOOD             USPSQD
 EA0528
 EA0528                          STATION DESCRIPTION
 EA0528
 EA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0528'AT WILMINGTON.
 EA0528'AT WILMINGTON, AT THE U.S. POST OFFICE, A CHISELED CROSS ON THE
 EA0528'TOP OF THE GRANITE CURBING AROUND NORTHWEST CORNER OF POST OFFICE
 EA0528'LAWN, 12 1/2 FEET EAST OF EAST CURB LINE OF FRONT STREET, 11 1/2
 EA0528'FEET SOUTH OF SOUTH CURB OF CHESTNUT STREET, 1 FOOT EAST OF WEST
 EA0528'EDGE OF CURB AND ABOUT 0.8 FOOT ABOVE LEVEL OF SIDE WALK.
 EA0528
 EA0528                          STATION RECOVERY (1998)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0528'RECOVERED IN GOOD CONDITION.
 EA0528
 EA0528                          STATION RECOVERY (2002)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EA0528'RECOVERED IN GOOD CONDITION.
 EA0528
 EA0528                          STATION RECOVERY (2003)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0528'RECOVERED IN GOOD CONDITION.
 EA0528
 EA0528                          STATION RECOVERY (2004)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0528'RECOVERED IN GOOD CONDITION.
 EA0528
 EA0528                          STATION RECOVERY (2006)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0528'RECOVERED IN GOOD CONDITION.
 EA0528
 EA0528                          STATION RECOVERY (2006)
 EA0528
 EA0528'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0528'MARK IS 3 FEET 1 INCH EAST OF WEST EDGE OF GRANITE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0557 ***********************************************************************
 EA0557  DESIGNATION -  865 8120 TIDAL 8
 EA0557  PID         -  EA0557
 EA0557  STATE/COUNTY-  NC/NEW HANOVER
 EA0557  USGS QUAD   -  WILMINGTON (1979)
 EA0557
 EA0557                         *CURRENT SURVEY CONTROL
 EA0557  ___________________________________________________________________
 EA0557* NAD 83(1986)-  34 13 38.     (N)    077 57 14.     (W)     SCALED    
 EA0557* NAVD 88     -         1.142  (meters)       3.75   (feet)  POSTED    
 EA0557  ___________________________________________________________________
 EA0557  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EA0557  DYNAMIC HT  -           1.140 (meters)       3.74  (feet)  COMP
 EA0557  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA0557
 EA0557  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EA0557
 EA0557.The horizontal coordinates were scaled from a topographic map and have
 EA0557.an estimated accuracy of +/- 6 seconds.
 EA0557
 EA0557.The orthometric height was determined by differential leveling
 EA0557.and adjusted by the  in 1992.
 EA0557.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EA0557.rate greater than 8.0 mm/km.
 EA0557
 EA0557.The geoid height was determined by GEOID03.
 EA0557
 EA0557.The dynamic height is computed by dividing the NAVD 88
 EA0557.geopotential number by the normal gravity value computed on the
 EA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0557.degrees latitude (g = 980.6199 gals.).
 EA0557
 EA0557.The modeled gravity was interpolated from observed gravity values.
 EA0557
 EA0557;                    North         East    Units  Estimated Accuracy
 EA0557;SPC NC       -    53,450.      705,990.      MT  (+/- 180 meters Scaled)
 EA0557
 EA0557                          SUPERSEDED SURVEY CONTROL
 EA0557
 EA0557  NGVD 29 (??/??/92)    1.45   (m)            4.8    (f) COMPUTED    1 2
 EA0557
 EA0557.Superseded values are not recommended for survey control.
 EA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0557.See file dsdata.txt to determine how the superseded data were derived.
 EA0557
 EA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC278912(NAD 83)
 EA0557_MARKER: DJ = TIDAL STATION DISK
 EA0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0557_SP_SET: CEMENT JOINT
 EA0557_STAMPING: 8 1944
 EA0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0557
 EA0557  HISTORY     - Date     Condition        Report By
 EA0557  HISTORY     - 1944     MONUMENTED       CGS
 EA0557  HISTORY     - 1955     GOOD             NGS
 EA0557  HISTORY     - 1963     MARK NOT FOUND   NGS
 EA0557  HISTORY     - 20030213 MARK NOT FOUND   USPSQD
 EA0557  HISTORY     - 20040215 MARK NOT FOUND   USPSQD
 EA0557  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 EA0557
 EA0557                          STATION DESCRIPTION
 EA0557
 EA0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0557'AT WILMINGTON.
 EA0557'AT WILMINGTON, SET WITH CEMENT IN THE TOP OF A JOINT BETWEEN
 EA0557'TWO STEEL PILINGS AT THE U.S. ENGINEERS YARD AND DOCK, 29 1/2
 EA0557'FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF BOAT HOUSE, 14 1/2
 EA0557'FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF TIDE GATE HOUSE,
 EA0557'10 1/2 FEET SOUTH-SOUTHWEST OF TIDE STAFF, 7 FEET EAST-NORTHEAST
 EA0557'OF WEST END OF CONCRETE RETAINING WALL, 2 1/2 FEET NORTH-NORTHEAST
 EA0557'OF CONCRETE RETAINING WALL AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 EA0557'RETAINING WALL AND ABOUT LEVEL WITH DOCK.
 EA0557
 EA0557                          STATION RECOVERY (1963)
 EA0557
 EA0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0557'MARK NOT FOUND.
 EA0557
 EA0557                          STATION RECOVERY (2003)
 EA0557
 EA0557'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0557'MARK NOT FOUND.
 EA0557
 EA0557                          STATION RECOVERY (2004)
 EA0557
 EA0557'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0557'MARK NOT FOUND.
 EA0557
 EA0557                          STATION RECOVERY (2005)
 EA0557
 EA0557'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0529 ***********************************************************************
 EA0529  DESIGNATION -  865 8120 TIDAL 9
 EA0529  PID         -  EA0529
 EA0529  STATE/COUNTY-  NC/NEW HANOVER
 EA0529  USGS QUAD   -  WILMINGTON (1979)
 EA0529
 EA0529                         *CURRENT SURVEY CONTROL
 EA0529  ___________________________________________________________________
 EA0529* NAD 83(1986)-  34 14 07.     (N)    077 56 56.     (W)     SCALED    
 EA0529* NAVD 88     -         7.139  (meters)      23.42   (feet)  POSTED    
 EA0529  ___________________________________________________________________
 EA0529  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 EA0529  DYNAMIC HT  -           7.130 (meters)      23.39  (feet)  COMP
 EA0529  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EA0529
 EA0529  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EA0529
 EA0529.The horizontal coordinates were scaled from a topographic map and have
 EA0529.an estimated accuracy of +/- 6 seconds.
 EA0529
 EA0529.The orthometric height was determined by differential leveling
 EA0529.and adjusted by the  in 1992.
 EA0529.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EA0529.was located on a no-check spur therefore a value was not computed.
 EA0529.No vertical observational check was made to the station.
 EA0529
 EA0529.The geoid height was determined by GEOID03.
 EA0529
 EA0529.The dynamic height is computed by dividing the NAVD 88
 EA0529.geopotential number by the normal gravity value computed on the
 EA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0529.degrees latitude (g = 980.6199 gals.).
 EA0529
 EA0529.The modeled gravity was interpolated from observed gravity values.
 EA0529
 EA0529;                    North         East    Units  Estimated Accuracy
 EA0529;SPC NC       -    54,350.      706,440.      MT  (+/- 180 meters Scaled)
 EA0529
 EA0529                          SUPERSEDED SURVEY CONTROL
 EA0529
 EA0529  NGVD 29 (??/??/92)    7.426  (m)           24.36   (f) ADJ UNCH    1 2
 EA0529
 EA0529.Superseded values are not recommended for survey control.
 EA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0529.See file dsdata.txt to determine how the superseded data were derived.
 EA0529
 EA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC283921(NAD 83)
 EA0529_MARKER: DJ = TIDAL STATION DISK
 EA0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0529_SP_SET: BUILDING
 EA0529_STAMPING: 9 1917
 EA0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0529
 EA0529  HISTORY     - Date     Condition        Report By
 EA0529  HISTORY     - 1917     MONUMENTED       CGS
 EA0529  HISTORY     - 1955     GOOD             NGS
 EA0529  HISTORY     - 1971     GOOD             NGS
 EA0529  HISTORY     - 19960403 MARK NOT FOUND   USPSQD
 EA0529  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 EA0529  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 EA0529  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0529
 EA0529                          STATION DESCRIPTION
 EA0529
 EA0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0529'AT WILMINGTON.
 EA0529'AT WILMINGTON, ABOUT 0.15 MILE NORTH-NORTHEAST OF U.S. CUSTOMS
 EA0529'HOUSE, SET VERTICALLY IN THE SOUTH GRANITE FACE OF STAR-NEWS
 EA0529'BUILDING (FORMERLY THE MARCHINSON NATIONAL BANK BUILDING), 119
 EA0529'FEET WEST OF WEST CURB OF FRONT STREET, 10 FEET NORTH OF NORTH
 EA0529'CURB LINE OF CHESTNUT STREET AND 4 3/4 FEET ABOVE LEVEL OF
 EA0529'SIDEWALK.
 EA0529
 EA0529                          STATION RECOVERY (1971)
 EA0529
 EA0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0529'RECOVERED IN GOOD CONDITION.
 EA0529
 EA0529                          STATION RECOVERY (1996)
 EA0529
 EA0529'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0529'MARK NOT FOUND.
 EA0529
 EA0529                          STATION RECOVERY (1998)
 EA0529
 EA0529'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0529'MARK NOT FOUND.
 EA0529
 EA0529                          STATION RECOVERY (2004)
 EA0529
 EA0529'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0529'MARK NOT FOUND.
 EA0529
 EA0529                          STATION RECOVERY (2005)
 EA0529
 EA0529'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0629 ***********************************************************************
 EA0629  DESIGNATION -  865 8163 TIDAL 3
 EA0629  PID         -  EA0629
 EA0629  STATE/COUNTY-  NC/NEW HANOVER
 EA0629  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0629
 EA0629                         *CURRENT SURVEY CONTROL
 EA0629  ___________________________________________________________________
 EA0629* NAD 83(1986)-  34 12 36.     (N)    077 47 40.     (W)     SCALED    
 EA0629* NAVD 88     -         1.525  (meters)       5.00   (feet)  ADJUSTED  
 EA0629  ___________________________________________________________________
 EA0629  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA0629  DYNAMIC HT  -           1.523 (meters)       5.00  (feet)  COMP
 EA0629  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 EA0629
 EA0629  VERT ORDER  -  SECOND    CLASS 0
 EA0629
 EA0629.The horizontal coordinates were scaled from a topographic map and have
 EA0629.an estimated accuracy of +/- 6 seconds.
 EA0629
 EA0629.The orthometric height was determined by differential leveling
 EA0629.and adjusted in June 1991.
 EA0629
 EA0629.The geoid height was determined by GEOID03.
 EA0629
 EA0629.The dynamic height is computed by dividing the NAVD 88
 EA0629.geopotential number by the normal gravity value computed on the
 EA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0629.degrees latitude (g = 980.6199 gals.).
 EA0629
 EA0629.The modeled gravity was interpolated from observed gravity values.
 EA0629
 EA0629;                    North         East    Units  Estimated Accuracy
 EA0629;SPC NC       -    51,710.      720,700.      MT  (+/- 180 meters Scaled)
 EA0629
 EA0629                          SUPERSEDED SURVEY CONTROL
 EA0629
 EA0629  NGVD 29 (??/??/92)    1.817  (m)            5.96   (f) ADJ UNCH    2 0
 EA0629
 EA0629.Superseded values are not recommended for survey control.
 EA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0629.See file dsdata.txt to determine how the superseded data were derived.
 EA0629
 EA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC425889(NAD 83)
 EA0629_MARKER: DJ = TIDAL STATION DISK
 EA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0629_STAMPING: NO 3 1923
 EA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0629+STABILITY: SURFACE MOTION
 EA0629
 EA0629  HISTORY     - Date     Condition        Report By
 EA0629  HISTORY     - 1923     MONUMENTED       CGS
 EA0629  HISTORY     - 1963     GOOD             NGS
 EA0629  HISTORY     - 1971     GOOD             NGS
 EA0629
 EA0629                          STATION DESCRIPTION
 EA0629
 EA0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0629'AT WRIGHTSVILLE BEACH.
 EA0629'AT WRIGHTSVILLE BEACH, 160 YARDS NORTHEAST ALONG NORTH LUMINA
 EA0629'AVENUE FROM TIDAL MARK NO. 6 AND THE CREST THEATRE, 114 FEET
 EA0629'EAST-NORTHEAST OF TIDAL MARK NO. 4, 27 FEET SOUTHEAST OF THE
 EA0629'CENTER LINE OF NORTH LUMINA AVENUE, 14 FEET NORTH OF THE NORTH
 EA0629'CORNER OF A HOUSE AT NO. 202, 15 FEET WEST OF THE WEST CORNER
 EA0629'OF A HOUSE AT 204, 16.5 FEET EAST OF A POWER LINE POLE, 1 FOOT
 EA0629'ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE
 EA0629'POST FLUSH WITH THE GROUND.  TIDAL STATION NO. 47, WRIGHTSVILLE
 EA0629'BEACH, NORTH CAROLINA.
 EA0629
 EA0629                          STATION RECOVERY (1971)
 EA0629
 EA0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0628 ***********************************************************************
 EA0628  DESIGNATION -  865 8163 TIDAL 4
 EA0628  PID         -  EA0628
 EA0628  STATE/COUNTY-  NC/NEW HANOVER
 EA0628  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0628
 EA0628                         *CURRENT SURVEY CONTROL
 EA0628  ___________________________________________________________________
 EA0628* NAD 83(1986)-  34 12 37.     (N)    077 47 40.     (W)     SCALED    
 EA0628* NAVD 88     -         1.243  (meters)       4.08   (feet)  ADJUSTED  
 EA0628  ___________________________________________________________________
 EA0628  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA0628  DYNAMIC HT  -           1.241 (meters)       4.07  (feet)  COMP
 EA0628  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 EA0628
 EA0628  VERT ORDER  -  SECOND    CLASS 0
 EA0628
 EA0628.The horizontal coordinates were scaled from a topographic map and have
 EA0628.an estimated accuracy of +/- 6 seconds.
 EA0628
 EA0628.The orthometric height was determined by differential leveling
 EA0628.and adjusted in June 1991.
 EA0628
 EA0628.The geoid height was determined by GEOID03.
 EA0628
 EA0628.The dynamic height is computed by dividing the NAVD 88
 EA0628.geopotential number by the normal gravity value computed on the
 EA0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0628.degrees latitude (g = 980.6199 gals.).
 EA0628
 EA0628.The modeled gravity was interpolated from observed gravity values.
 EA0628
 EA0628;                    North         East    Units  Estimated Accuracy
 EA0628;SPC NC       -    51,740.      720,700.      MT  (+/- 180 meters Scaled)
 EA0628
 EA0628                          SUPERSEDED SURVEY CONTROL
 EA0628
 EA0628  NGVD 29 (??/??/92)    1.480  (m)            4.86   (f) ADJ UNCH    2 0
 EA0628
 EA0628.Superseded values are not recommended for survey control.
 EA0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0628.See file dsdata.txt to determine how the superseded data were derived.
 EA0628
 EA0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC425890(NAD 83)
 EA0628_MARKER: DJ = TIDAL STATION DISK
 EA0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0628_STAMPING: NO 4 1923
 EA0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0628+STABILITY: SURFACE MOTION
 EA0628
 EA0628  HISTORY     - Date     Condition        Report By
 EA0628  HISTORY     - 1923     MONUMENTED       CGS
 EA0628  HISTORY     - 1963     GOOD             NGS
 EA0628
 EA0628                          STATION DESCRIPTION
 EA0628
 EA0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0628'AT WRIGHTSVILLE BEACH.
 EA0628'AT WRIGHTSVILLE BEACH, ABOUT 124 YARDS NORTH OF TIDAL 6 AND THE
 EA0628'CREST THEATRE BUILDING, AT THE INTERSECTION OF NORTH ATLANTA STREET
 EA0628'AND NORTH LUMINA AVENUE, 26.5 FEET NORTHWEST OF THE CENTER LINE OF
 EA0628'THE AVENUE, 24 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 48
 EA0628'FEET SOUTHWEST OF THE SOUTH CORNER OF A HOUSE FACING THE STREET,
 EA0628'52.5 FEET NORTHWEST OF AND ACROSS THE AVENUE FROM THE CENTER OF A
 EA0628'FIREPLUG, 3.2 FEET WEST OF THE SOUTH CORNER OF A CONCRETE WALL
 EA0628'AROUND A YARD, 1.3 FEET SOUTHWEST OF A CONCRETE WALL, 114 FEET
 EA0628'WEST-SOUTHWEST OF TIDAL 3, AND 1.5 FEET UNDERGROUND, SET IN THE
 EA0628'TOP OF A CONCRETE POST.  TIDAL STATION NO. 47, WRIGHTSVILLE BEACH,
 EA0628'NORTH CAROLINA.  THIS MARK IS DESCRIBED IN LIST OF TIDAL BENCH
 EA0628'MARKS AS HAVING BEEN RESET IN 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0627 ***********************************************************************
 EA0627  DESIGNATION -  865 8163 TIDAL 6
 EA0627  PID         -  EA0627
 EA0627  STATE/COUNTY-  NC/NEW HANOVER
 EA0627  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0627
 EA0627                         *CURRENT SURVEY CONTROL
 EA0627  ___________________________________________________________________
 EA0627* NAD 83(1986)-  34 12 34.     (N)    077 47 41.     (W)     SCALED    
 EA0627* NAVD 88     -         1.921  (meters)       6.30   (feet)  ADJUSTED  
 EA0627  ___________________________________________________________________
 EA0627  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA0627  DYNAMIC HT  -           1.919 (meters)       6.30  (feet)  COMP
 EA0627  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 EA0627
 EA0627  VERT ORDER  -  SECOND    CLASS 0
 EA0627
 EA0627.The horizontal coordinates were scaled from a topographic map and have
 EA0627.an estimated accuracy of +/- 6 seconds.
 EA0627
 EA0627.The orthometric height was determined by differential leveling
 EA0627.and adjusted in June 1991.
 EA0627
 EA0627.The geoid height was determined by GEOID03.
 EA0627
 EA0627.The dynamic height is computed by dividing the NAVD 88
 EA0627.geopotential number by the normal gravity value computed on the
 EA0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0627.degrees latitude (g = 980.6199 gals.).
 EA0627
 EA0627.The modeled gravity was interpolated from observed gravity values.
 EA0627
 EA0627;                    North         East    Units  Estimated Accuracy
 EA0627;SPC NC       -    51,640.      720,680.      MT  (+/- 180 meters Scaled)
 EA0627
 EA0627                          SUPERSEDED SURVEY CONTROL
 EA0627
 EA0627  NGVD 29 (??/??/92)    2.213  (m)            7.26   (f) ADJ UNCH    2 0
 EA0627
 EA0627.Superseded values are not recommended for survey control.
 EA0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0627.See file dsdata.txt to determine how the superseded data were derived.
 EA0627
 EA0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC425889(NAD 83)
 EA0627_MARKER: DJ = TIDAL STATION DISK
 EA0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0627_SP_SET: BUILDING
 EA0627_STAMPING: NO 6 1953
 EA0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0627
 EA0627  HISTORY     - Date     Condition        Report By
 EA0627  HISTORY     - 1953     MONUMENTED       CGS
 EA0627  HISTORY     - 1963     GOOD             NGS
 EA0627  HISTORY     - 1971     GOOD             NGS
 EA0627  HISTORY     - 20040705 MARK NOT FOUND   USPSQD
 EA0627  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0627
 EA0627                          STATION DESCRIPTION
 EA0627
 EA0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0627'AT WRIGHTSVILLE BEACH.
 EA0627'AT WRIGHTSVILLE BEACH, NEAR THE JUNCTION OF NORTH LUMINA AVENUE
 EA0627'AND COLUMBIA STREET, SET VERTICALLY IN THE NORTHEAST BRICK WALL
 EA0627'AND NEAR THE NORTH CORNER OF THE CREST THEATRE BLDG, 30 FEET
 EA0627'SOUTHEAST OF THE CENTER LINE OF NORTH LUMINA AVENUE, 76 FEET
 EA0627'SOUTHWEST OF THE CENTER LINE OF COLUMBIA STREET, 3.5 FEET SOUTHEAST
 EA0627'OF THE NORTH CORNER OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL
 EA0627'OF THE GROUND.  TIDAL STATION 47, WRIGHTSVILLE BEACH, NORTH
 EA0627'CAROLINA.
 EA0627
 EA0627                          STATION RECOVERY (1971)
 EA0627
 EA0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0627'RECOVERED IN GOOD CONDITION.
 EA0627
 EA0627                          STATION RECOVERY (2004)
 EA0627
 EA0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 EA0627'CREST THEATER BUILDING IS NOW OCCUPIED BY CREST FITTNESS CENTER.  THE
 EA0627'BRICK HAS BEEN COVERED WITH STUCCO.  A HOTEL HAS BEEN BUILD NEXT DOOR
 EA0627'COVERING THE NORTH WALL OF THE THEATER BUILDING WHICH CONTAINED THE
 EA0627'MARK.
 EA0627' 
 EA0627'SUGGEST THIS  MARK BE LISTED AS DESTROYED.
 EA0627
 EA0627                          STATION RECOVERY (2005)
 EA0627
 EA0627'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0672 ***********************************************************************
 EA0672  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0672  DESIGNATION -  865 8559 TIDAL 1
 EA0672  PID         -  EA0672
 EA0672  STATE/COUNTY-  NC/NEW HANOVER
 EA0672  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0672
 EA0672                         *CURRENT SURVEY CONTROL
 EA0672  ___________________________________________________________________
 EA0672* NAD 83(1986)-  34 01 16.     (N)    077 53 52.     (W)     SCALED    
 EA0672* NAVD 88     -         3.449  (meters)      11.32   (feet)  ADJUSTED  
 EA0672  ___________________________________________________________________
 EA0672  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA0672  DYNAMIC HT  -           3.445 (meters)      11.30  (feet)  COMP
 EA0672  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EA0672
 EA0672  VERT ORDER  -  SECOND    CLASS 0
 EA0672
 EA0672.The horizontal coordinates were scaled from a topographic map and have
 EA0672.an estimated accuracy of +/- 6 seconds.
 EA0672
 EA0672.The orthometric height was determined by differential leveling
 EA0672.and adjusted in June 1991.
 EA0672
 EA0672.This Tidal Bench Mark is designated as VM 3591
 EA0672.by the Center for Operational Oceanographic Products and Services.
 EA0672
 EA0672.The geoid height was determined by GEOID03.
 EA0672
 EA0672.The dynamic height is computed by dividing the NAVD 88
 EA0672.geopotential number by the normal gravity value computed on the
 EA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0672.degrees latitude (g = 980.6199 gals.).
 EA0672
 EA0672.The modeled gravity was interpolated from observed gravity values.
 EA0672
 EA0672;                    North         East    Units  Estimated Accuracy
 EA0672;SPC NC       -    30,640.      711,410.      MT  (+/- 180 meters Scaled)
 EA0672
 EA0672                          SUPERSEDED SURVEY CONTROL
 EA0672
 EA0672  NGVD 29 (??/??/92)    3.737  (m)           12.26   (f) ADJ UNCH    2 0
 EA0672
 EA0672.Superseded values are not recommended for survey control.
 EA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0672.See file dsdata.txt to determine how the superseded data were derived.
 EA0672
 EA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324682(NAD 83)
 EA0672_MARKER: DJ = TIDAL STATION DISK
 EA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0672_STAMPING: NO 1 1956
 EA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0672+STABILITY: SURFACE MOTION
 EA0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0672+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 EA0672
 EA0672  HISTORY     - Date     Condition        Report By
 EA0672  HISTORY     - 1956     MONUMENTED       CGS
 EA0672  HISTORY     - 1963     GOOD             NGS
 EA0672  HISTORY     - 19901124 GOOD             USPSQD
 EA0672  HISTORY     - 19951001 GOOD             USPSQD
 EA0672  HISTORY     - 20050117 GOOD             USPSQD
 EA0672  HISTORY     - 20060131 GOOD             USPSQD
 EA0672
 EA0672                          STATION DESCRIPTION
 EA0672
 EA0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0672'1.2 MI S FROM CAROLINA BEACH.
 EA0672'1.15 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0672'CHURCH AT CAROLINA BEACH, NEAR THE CENTER FISHING PIER AT
 EA0672'WILMINGTON BEACH, 153.5 FEET NORTHWEST OF THE NORTHWEST END OF
 EA0672'THE PIER AND ABOUT IN LINE WITH THE CENTER OF THE PIER, 30
 EA0672'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY, 11 1/2 FEET
 EA0672'NORTHWEST OF A POLE SUPPORTING A FLOOD LIGHT, 8.5 FEET
 EA0672'SOUTHEAST OF THE EAST CORNER OF A STEEL DRAIN GRATING, 77 FEET
 EA0672'SOUTH AND ACROSS THE HIGHWAY FROM TIDAL 2, 1 FOOT ABOVE THE LEVEL
 EA0672'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EA0672'1 FOOT ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION NO. 47A,
 EA0672'WILMINGTON BEACH, NORTH CAROLINA.
 EA0672
 EA0672                          STATION RECOVERY (1990)
 EA0672
 EA0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0672'RECOVERED IN GOOD CONDITION.
 EA0672
 EA0672                          STATION RECOVERY (1995)
 EA0672
 EA0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0672'RECOVERED IN GOOD CONDITION.
 EA0672
 EA0672                          STATION RECOVERY (2005)
 EA0672
 EA0672'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0672'RECOVERED IN GOOD CONDITION.
 EA0672
 EA0672                          STATION RECOVERY (2006)
 EA0672
 EA0672'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0675 ***********************************************************************
 EA0675  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0675  DESIGNATION -  865 8559 TIDAL 2
 EA0675  PID         -  EA0675
 EA0675  STATE/COUNTY-  NC/NEW HANOVER
 EA0675  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0675
 EA0675                         *CURRENT SURVEY CONTROL
 EA0675  ___________________________________________________________________
 EA0675* NAD 83(1986)-  34 01 17.     (N)    077 53 52.     (W)     SCALED    
 EA0675* NAVD 88     -         3.337  (meters)      10.95   (feet)  ADJUSTED  
 EA0675  ___________________________________________________________________
 EA0675  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA0675  DYNAMIC HT  -           3.334 (meters)      10.94  (feet)  COMP
 EA0675  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EA0675
 EA0675  VERT ORDER  -  SECOND    CLASS 0
 EA0675
 EA0675.The horizontal coordinates were scaled from a topographic map and have
 EA0675.an estimated accuracy of +/- 6 seconds.
 EA0675
 EA0675.The orthometric height was determined by differential leveling
 EA0675.and adjusted in June 1991.
 EA0675
 EA0675.This Tidal Bench Mark is designated as VM 3592
 EA0675.by the Center for Operational Oceanographic Products and Services.
 EA0675
 EA0675.The geoid height was determined by GEOID03.
 EA0675
 EA0675.The dynamic height is computed by dividing the NAVD 88
 EA0675.geopotential number by the normal gravity value computed on the
 EA0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0675.degrees latitude (g = 980.6199 gals.).
 EA0675
 EA0675.The modeled gravity was interpolated from observed gravity values.
 EA0675
 EA0675;                    North         East    Units  Estimated Accuracy
 EA0675;SPC NC       -    30,670.      711,410.      MT  (+/- 180 meters Scaled)
 EA0675
 EA0675                          SUPERSEDED SURVEY CONTROL
 EA0675
 EA0675  NGVD 29 (??/??/92)    3.625  (m)           11.89   (f) ADJ UNCH    2 0
 EA0675
 EA0675.Superseded values are not recommended for survey control.
 EA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0675.See file dsdata.txt to determine how the superseded data were derived.
 EA0675
 EA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324683(NAD 83)
 EA0675_MARKER: DJ = TIDAL STATION DISK
 EA0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0675_STAMPING: NO 2 1956
 EA0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0675+STABILITY: SURFACE MOTION
 EA0675
 EA0675  HISTORY     - Date     Condition        Report By
 EA0675  HISTORY     - 1956     MONUMENTED       CGS
 EA0675  HISTORY     - 1963     GOOD             NGS
 EA0675  HISTORY     - 19901123 GOOD             USPSQD
 EA0675  HISTORY     - 19951001 GOOD             USPSQD
 EA0675
 EA0675                          STATION DESCRIPTION
 EA0675
 EA0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0675'1.2 MI S FROM CAROLINA BEACH.
 EA0675'1.15 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0675'CHURCH AT CAROLINA BEACH, ACROSS THE HIGHWAY FROM THE CENTER
 EA0675'FISHING PIER, 28.6 FEET NORTHWEST OF THE CENTER LINE OF THE
 EA0675'HIGHWAY, 13.5 FEET SOUTH OF THE SOUTH CORNER OF THE OFFICE
 EA0675'BUILDING OF THE MANNING MOTEL, 14.7 FEET EAST OF THE EAST CORNER
 EA0675'OF THE OFFICE BUILDING OF THE SPENCER MOTEL, 4.5 FEET NORTHWEST
 EA0675'OF THE SOUTHEAST END OF A PROPERTY LINE BOARD FENCE AND 1 FOOT
 EA0675'NORTHEAST OF THE FENCE, 197.5 FEET SOUTHEAST OF TIDAL MARK NO. 3,
 EA0675'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 EA0675'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION
 EA0675'NO. 47A, WILMINGTON BEACH, NORTH CAROLINA.
 EA0675
 EA0675                          STATION RECOVERY (1990)
 EA0675
 EA0675'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0675'RECOVERED IN GOOD CONDITION.
 EA0675
 EA0675                          STATION RECOVERY (1995)
 EA0675
 EA0675'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0676 ***********************************************************************
 EA0676  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0676  DESIGNATION -  865 8559 TIDAL 3
 EA0676  PID         -  EA0676
 EA0676  STATE/COUNTY-  NC/NEW HANOVER
 EA0676  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0676
 EA0676                         *CURRENT SURVEY CONTROL
 EA0676  ___________________________________________________________________
 EA0676* NAD 83(1986)-  34 01 17.     (N)    077 53 52.     (W)     SCALED    
 EA0676* NAVD 88     -         3.156  (meters)      10.35   (feet)  ADJUSTED  
 EA0676  ___________________________________________________________________
 EA0676  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA0676  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 EA0676  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EA0676
 EA0676  VERT ORDER  -  SECOND    CLASS 0
 EA0676
 EA0676.The horizontal coordinates were scaled from a topographic map and have
 EA0676.an estimated accuracy of +/- 6 seconds.
 EA0676
 EA0676.The orthometric height was determined by differential leveling
 EA0676.and adjusted in June 1991.
 EA0676
 EA0676.This Tidal Bench Mark is designated as VM 3593
 EA0676.by the Center for Operational Oceanographic Products and Services.
 EA0676
 EA0676.The geoid height was determined by GEOID03.
 EA0676
 EA0676.The dynamic height is computed by dividing the NAVD 88
 EA0676.geopotential number by the normal gravity value computed on the
 EA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0676.degrees latitude (g = 980.6199 gals.).
 EA0676
 EA0676.The modeled gravity was interpolated from observed gravity values.
 EA0676
 EA0676;                    North         East    Units  Estimated Accuracy
 EA0676;SPC NC       -    30,670.      711,410.      MT  (+/- 180 meters Scaled)
 EA0676
 EA0676                          SUPERSEDED SURVEY CONTROL
 EA0676
 EA0676  NGVD 29 (??/??/92)    3.444  (m)           11.30   (f) ADJ UNCH    2 0
 EA0676
 EA0676.Superseded values are not recommended for survey control.
 EA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0676.See file dsdata.txt to determine how the superseded data were derived.
 EA0676
 EA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324683(NAD 83)
 EA0676_MARKER: DJ = TIDAL STATION DISK
 EA0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0676_STAMPING: NO 3 1956
 EA0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0676+STABILITY: SURFACE MOTION
 EA0676
 EA0676  HISTORY     - Date     Condition        Report By
 EA0676  HISTORY     - 1956     MONUMENTED       CGS
 EA0676  HISTORY     - 1963     GOOD             NGS
 EA0676  HISTORY     - 19901123 MARK NOT FOUND   USPSQD
 EA0676  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 EA0676  HISTORY     - 20041230 MARK NOT FOUND   USPSQD
 EA0676
 EA0676                          STATION DESCRIPTION
 EA0676
 EA0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0676'1.2 MI S FROM CAROLINA BEACH.
 EA0676'1.15 MILES SOUTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0676'CHURCH AT CAROLINA BEACH, ACROSS THE HIGHWAY FROM THE CENTER
 EA0676'FISHING PIER, AT THE WEST CORNER OF A LOT (FORMERLY THE SNEAD
 EA0676'LOT), 226 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22.2
 EA0676'FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK MOTEL OF THE
 EA0676'MANNING MOTEL, 2 FEET EAST OF THE WEST CORNER OF A BOARD FENCE,
 EA0676'197.5 FEET NORTHWEST OF TIDAL 2, 1.5 FEET NORTHEAST OF THE
 EA0676'SOUTHWEST SIDE OF A BOARD FENCE, SET IN THE TOP OF A CONCRETE POST
 EA0676'2 INCHES UNDERGROUND.  TIDAL STATION NO. 47A, WILMINGTON BEACH,
 EA0676'NORTH CAROLINA.
 EA0676
 EA0676                          STATION RECOVERY (1990)
 EA0676
 EA0676'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0676'MARK NOT FOUND.
 EA0676
 EA0676                          STATION RECOVERY (1995)
 EA0676
 EA0676'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0676'MARK NOT FOUND.
 EA0676
 EA0676                          STATION RECOVERY (2004)
 EA0676
 EA0676'RECOVERY NOTE BY US POWER SQUADRON 2004 (GJR)
 EA0676'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION BUT MARKER WAS NOT
 EA0676'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1285 ***********************************************************************
 EA1285  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1285  DESIGNATION -  865 8559 TIDAL 4
 EA1285  PID         -  EA1285
 EA1285  STATE/COUNTY-  NC/NEW HANOVER
 EA1285  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1285
 EA1285                         *CURRENT SURVEY CONTROL
 EA1285  ___________________________________________________________________
 EA1285* NAD 83(1986)-  34 01 17.     (N)    077 53 49.     (W)     SCALED    
 EA1285* NAVD 88     -         3.650  (meters)      11.97   (feet)  ADJUSTED  
 EA1285  ___________________________________________________________________
 EA1285  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA1285  DYNAMIC HT  -           3.647 (meters)      11.97  (feet)  COMP
 EA1285  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EA1285
 EA1285  VERT ORDER  -  SECOND    CLASS II
 EA1285
 EA1285.The horizontal coordinates were scaled from a topographic map and have
 EA1285.an estimated accuracy of +/- 6 seconds.
 EA1285
 EA1285.The orthometric height was determined by differential leveling
 EA1285.and adjusted in June 1991.
 EA1285
 EA1285.This Tidal Bench Mark is designated as VM 3595
 EA1285.by the Center for Operational Oceanographic Products and Services.
 EA1285
 EA1285.The geoid height was determined by GEOID03.
 EA1285
 EA1285.The dynamic height is computed by dividing the NAVD 88
 EA1285.geopotential number by the normal gravity value computed on the
 EA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1285.degrees latitude (g = 980.6199 gals.).
 EA1285
 EA1285.The modeled gravity was interpolated from observed gravity values.
 EA1285
 EA1285;                    North         East    Units  Estimated Accuracy
 EA1285;SPC NC       -    30,670.      711,490.      MT  (+/- 180 meters Scaled)
 EA1285
 EA1285                          SUPERSEDED SURVEY CONTROL
 EA1285
 EA1285.No superseded survey control is available for this station.
 EA1285
 EA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324683(NAD 83)
 EA1285_MARKER: DB = BENCH MARK DISK
 EA1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1285_SP_SET: SLAB
 EA1285_STAMPING: NO. 4 1972
 EA1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1285
 EA1285  HISTORY     - Date     Condition        Report By
 EA1285  HISTORY     - 1972     MONUMENTED       NCGS
 EA1285  HISTORY     - 1976     GOOD             NCGS
 EA1285  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EA1285  HISTORY     - 19901123 GOOD             USPSQD
 EA1285  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 EA1285  HISTORY     - 20040430 GOOD             USPSQD
 EA1285  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA1285
 EA1285                          STATION DESCRIPTION
 EA1285
 EA1285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1285'1.0 MI S FROM CAROLINA BEACH.
 EA1285'STATION IS LOCATED 1.15 MILES SOUTH ALONG US HIGHWAY 421 FROM FIRST
 EA1285'BAPTIST CHURCH AT CAROLINA BEACH, NEAR THE CENTER FISHING PIER AT
 EA1285'WILMINGTON BEACH, ON THE EAST SIDE OF THE HIGHWAY, IN CONCRETE
 EA1285'FOUNDATION SLAB FOR A METAL SHED BELONGING TO AND ON SOUTH SIDE OF
 EA1285'GOLDEN SAND MOTEL, APPROXIMATELY 100 FEET EAST OF CENTERLINE US 421
 EA1285'AND ABOUT 10 FEET NORTH OF A WHITE WOODEN FENCE BETWEEN MOTEL AND
 EA1285'PARKING AREA OF CENTER PIER RESTAURANT.  DISK IS SET FLUSH IN DRILL
 EA1285'HOLE IN CONCRETE SLAB.
 EA1285
 EA1285                          STATION RECOVERY (1983)
 EA1285
 EA1285'RECOVERY NOTE BY US POWER SQUADRON 1983
 EA1285'MARK NOT FOUND.
 EA1285
 EA1285                          STATION RECOVERY (1990)
 EA1285
 EA1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA1285'RECOVERED IN GOOD CONDITION.
 EA1285
 EA1285                          STATION RECOVERY (1995)
 EA1285
 EA1285'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA1285'MARK NOT FOUND.
 EA1285
 EA1285                          STATION RECOVERY (2004)
 EA1285
 EA1285'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1285'RECOVERED IN GOOD CONDITION.
 EA1285
 EA1285                          STATION RECOVERY (2004)
 EA1285
 EA1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1286 ***********************************************************************
 EA1286  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1286  DESIGNATION -  865 8559 TIDAL 5
 EA1286  PID         -  EA1286
 EA1286  STATE/COUNTY-  NC/NEW HANOVER
 EA1286  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1286
 EA1286                         *CURRENT SURVEY CONTROL
 EA1286  ___________________________________________________________________
 EA1286* NAD 83(1986)-  34 01 17.     (N)    077 53 49.     (W)     SCALED    
 EA1286* NAVD 88     -         3.443  (meters)      11.30   (feet)  ADJUSTED  
 EA1286  ___________________________________________________________________
 EA1286  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA1286  DYNAMIC HT  -           3.440 (meters)      11.29  (feet)  COMP
 EA1286  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EA1286
 EA1286  VERT ORDER  -  SECOND    CLASS II
 EA1286
 EA1286.The horizontal coordinates were scaled from a topographic map and have
 EA1286.an estimated accuracy of +/- 6 seconds.
 EA1286
 EA1286.The orthometric height was determined by differential leveling
 EA1286.and adjusted in June 1991.
 EA1286
 EA1286.This Tidal Bench Mark is designated as VM 3596
 EA1286.by the Center for Operational Oceanographic Products and Services.
 EA1286
 EA1286.The geoid height was determined by GEOID03.
 EA1286
 EA1286.The dynamic height is computed by dividing the NAVD 88
 EA1286.geopotential number by the normal gravity value computed on the
 EA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1286.degrees latitude (g = 980.6199 gals.).
 EA1286
 EA1286.The modeled gravity was interpolated from observed gravity values.
 EA1286
 EA1286;                    North         East    Units  Estimated Accuracy
 EA1286;SPC NC       -    30,670.      711,490.      MT  (+/- 180 meters Scaled)
 EA1286
 EA1286                          SUPERSEDED SURVEY CONTROL
 EA1286
 EA1286.No superseded survey control is available for this station.
 EA1286
 EA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324683(NAD 83)
 EA1286_MARKER: DB = BENCH MARK DISK
 EA1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1286_SP_SET: CONCRETE DRIVE
 EA1286_STAMPING: NO. 5 1972
 EA1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1286
 EA1286  HISTORY     - Date     Condition        Report By
 EA1286  HISTORY     - 1972     MONUMENTED       NCGS
 EA1286  HISTORY     - 1976     GOOD             NCGS
 EA1286  HISTORY     - 1983     GOOD             USPSQD
 EA1286  HISTORY     - 19901123 GOOD             USPSQD
 EA1286  HISTORY     - 19951001 GOOD             USPSQD
 EA1286  HISTORY     - 20040430 GOOD             USPSQD
 EA1286  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA1286
 EA1286                          STATION DESCRIPTION
 EA1286
 EA1286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1286'1.0 MI S FROM CAROLINA BEACH.
 EA1286'STATION IS LOCATED 1.15 MILES SOUTH ALONG US HIGHWAY 421 FROM THE
 EA1286'FIRST BAPTIST CHURCH AT CAROLINA BEACH, NEAR THE CENTER FISHING PIER
 EA1286'AT WILMINGTON BEACH, IN CONCRETE DRIVEWAY TO GARAGE OF GOLDEN SAND
 EA1286'MOTEL, APPROXIMATELY 40 FEET EAST OF CENTER LINE US 421 AND NEAR WEST
 EA1286'EDGE OF DRIVEWAY.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE DRIVE.
 EA1286
 EA1286                          STATION RECOVERY (1983)
 EA1286
 EA1286'RECOVERY NOTE BY US POWER SQUADRON 1983
 EA1286'A 1/2' CHISELED CROSS.
 EA1286
 EA1286                          STATION RECOVERY (1990)
 EA1286
 EA1286'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA1286'RECOVERED IN GOOD CONDITION.
 EA1286
 EA1286                          STATION RECOVERY (1995)
 EA1286
 EA1286'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA1286'RECOVERED IN GOOD CONDITION.
 EA1286
 EA1286                          STATION RECOVERY (2004)
 EA1286
 EA1286'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1286'RECOVERED IN GOOD CONDITION.
 EA1286
 EA1286                          STATION RECOVERY (2004)
 EA1286
 EA1286'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1281 ***********************************************************************
 EA1281  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1281  DESIGNATION -  865 8579 TIDAL 1
 EA1281  PID         -  EA1281
 EA1281  STATE/COUNTY-  NC/BRUNSWICK
 EA1281  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1281
 EA1281                         *CURRENT SURVEY CONTROL
 EA1281  ___________________________________________________________________
 EA1281* NAD 83(1986)-  34 01 26.     (N)    077 56 47.     (W)     SCALED    
 EA1281* NAVD 88     -         2.753  (meters)       9.03   (feet)  ADJUSTED  
 EA1281  ___________________________________________________________________
 EA1281  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA1281  DYNAMIC HT  -           2.750 (meters)       9.02  (feet)  COMP
 EA1281  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 EA1281
 EA1281  VERT ORDER  -  SECOND    CLASS II
 EA1281
 EA1281.The horizontal coordinates were scaled from a topographic map and have
 EA1281.an estimated accuracy of +/- 6 seconds.
 EA1281
 EA1281.The orthometric height was determined by differential leveling
 EA1281.and adjusted in June 1991.
 EA1281
 EA1281.This Tidal Bench Mark is designated as VM 3598
 EA1281.by the Center for Operational Oceanographic Products and Services.
 EA1281
 EA1281.The geoid height was determined by GEOID03.
 EA1281
 EA1281.The dynamic height is computed by dividing the NAVD 88
 EA1281.geopotential number by the normal gravity value computed on the
 EA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1281.degrees latitude (g = 980.6199 gals.).
 EA1281
 EA1281.The modeled gravity was interpolated from observed gravity values.
 EA1281
 EA1281;                    North         East    Units  Estimated Accuracy
 EA1281;SPC NC       -    30,900.      706,920.      MT  (+/- 180 meters Scaled)
 EA1281
 EA1281                          SUPERSEDED SURVEY CONTROL
 EA1281
 EA1281.No superseded survey control is available for this station.
 EA1281
 EA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279687(NAD 83)
 EA1281_MARKER: DB = BENCH MARK DISK
 EA1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1281_SP_SET: FLOOR
 EA1281_STAMPING: NO 1 1976
 EA1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1281
 EA1281  HISTORY     - Date     Condition        Report By
 EA1281  HISTORY     - 1976     MONUMENTED       NCGS
 EA1281
 EA1281                          STATION DESCRIPTION
 EA1281
 EA1281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1281'8.5 MI NNE FROM SOUTHPORT.
 EA1281'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133, AND THE SUNNY
 EA1281'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1281'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1281'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1281'ROAD FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN LEFT AND
 EA1281'CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8 MILE TO Y JUNCTION WITH
 EA1281'ST. PHILLIPS RD., TAKE RIGHT FORK AND CONTINUE EASTERLY ALONG ST.
 EA1281'PHILLIPS RD. FOR 0.3 MILE TO THE NORTH WHARF RD., TURN LEFT AND
 EA1281'CONTINUE NORTHERLY ALONG THE NORTH WHARF RD. FOR 0.5 MILE TO THE NORTH
 EA1281'WHARF AND STATION APPROXIMATELY 600 FEET SOUTH OF THE NORTH END OF THE
 EA1281'WHARF IN THE CONCRETE FLOOR ALONG THE EAST EDGE.  1.3 FT. W OF EDGE OF
 EA1281'CONCRETE BASE OF BRIDGE RAIL, 16.0 FT. E OF EASTERNMOST RAIL OF
 EA1281'RAILROAD, 4.2 FT. NW OF CENTER OF A CLEAT, 8.5 FT. NW OF A N O S TIDE
 EA1281'STATION, 9.1 FT. N OF NORTHEASTERNMOST CORNER OF FIRE HOUSE BUILDING
 EA1281'299.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1277 ***********************************************************************
 EA1277  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1277  DESIGNATION -  865 8579 TIDAL 1776
 EA1277  PID         -  EA1277
 EA1277  STATE/COUNTY-  NC/BRUNSWICK
 EA1277  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1277
 EA1277                         *CURRENT SURVEY CONTROL
 EA1277  ___________________________________________________________________
 EA1277* NAD 83(1986)-  34 01 32.     (N)    077 56 49.     (W)     SCALED    
 EA1277* NAVD 88     -         3.069  (meters)      10.07   (feet)  ADJUSTED  
 EA1277  ___________________________________________________________________
 EA1277  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1277  DYNAMIC HT  -           3.066 (meters)      10.06  (feet)  COMP
 EA1277  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 EA1277
 EA1277  VERT ORDER  -  SECOND    CLASS II
 EA1277
 EA1277.The horizontal coordinates were scaled from a topographic map and have
 EA1277.an estimated accuracy of +/- 6 seconds.
 EA1277
 EA1277.The orthometric height was determined by differential leveling
 EA1277.and adjusted in June 1991.
 EA1277
 EA1277.This Tidal Bench Mark is designated as VM 3597
 EA1277.by the Center for Operational Oceanographic Products and Services.
 EA1277
 EA1277.The geoid height was determined by GEOID03.
 EA1277
 EA1277.The dynamic height is computed by dividing the NAVD 88
 EA1277.geopotential number by the normal gravity value computed on the
 EA1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1277.degrees latitude (g = 980.6199 gals.).
 EA1277
 EA1277.The modeled gravity was interpolated from observed gravity values.
 EA1277
 EA1277;                    North         East    Units  Estimated Accuracy
 EA1277;SPC NC       -    31,090.      706,870.      MT  (+/- 180 meters Scaled)
 EA1277
 EA1277                          SUPERSEDED SURVEY CONTROL
 EA1277
 EA1277.No superseded survey control is available for this station.
 EA1277
 EA1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC278689(NAD 83)
 EA1277_MARKER: DB = BENCH MARK DISK
 EA1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1277_SP_SET: CULVERT
 EA1277_STAMPING: NO 1776-1976
 EA1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1277
 EA1277  HISTORY     - Date     Condition        Report By
 EA1277  HISTORY     - 1976     MONUMENTED       NCGS
 EA1277
 EA1277                          STATION DESCRIPTION
 EA1277
 EA1277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1277'8.5 MI NNE FROM SOUTHPORT.
 EA1277'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133, AND THE SUNNY
 EA1277'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1277'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1277'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1277'ROAD FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN LEFT AND
 EA1277'CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8 MILE TO Y JUNCTION WITH
 EA1277'ST. PHILLIPS RD., TAKE RIGHT FORK AND CONTINUE EASTERLY ALONG ST.
 EA1277'PHILLIPS RD. FOR 0.3 MILE TO THE NORTH WHARF RD., TURN LEFT AND
 EA1277'CONTINUE NORTHERLY ALONG THE NORTH WHARF RD. TO THE NORTH WHARF AND
 EA1277'STATION ON RIGHT IN SOUTH WINGWALL.  1.0 FT. SW OF EDGE OF CONCRETE
 EA1277'BASE OF BRIDGE RAIL, 1.8 FT. S OF CENTER OF END OF BRIDGE RAIL BASE,
 EA1277'24.0 FT. SW OF SOUTHERNMOST RAIL OF RAILROAD.  DISK IS SET FLUSH IN
 EA1277'DRILL HOLE IN CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1280 ***********************************************************************
 EA1280  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1280  DESIGNATION -  865 8579 TIDAL 2
 EA1280  PID         -  EA1280
 EA1280  STATE/COUNTY-  NC/BRUNSWICK
 EA1280  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1280
 EA1280                         *CURRENT SURVEY CONTROL
 EA1280  ___________________________________________________________________
 EA1280* NAD 83(1986)-  34 01 29.     (N)    077 56 48.     (W)     SCALED    
 EA1280* NAVD 88     -         3.051  (meters)      10.01   (feet)  ADJUSTED  
 EA1280  ___________________________________________________________________
 EA1280  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1280  DYNAMIC HT  -           3.048 (meters)      10.00  (feet)  COMP
 EA1280  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 EA1280
 EA1280  VERT ORDER  -  SECOND    CLASS II
 EA1280
 EA1280.The horizontal coordinates were scaled from a topographic map and have
 EA1280.an estimated accuracy of +/- 6 seconds.
 EA1280
 EA1280.The orthometric height was determined by differential leveling
 EA1280.and adjusted in June 1991.
 EA1280
 EA1280.This Tidal Bench Mark is designated as VM 3599
 EA1280.by the Center for Operational Oceanographic Products and Services.
 EA1280
 EA1280.The geoid height was determined by GEOID03.
 EA1280
 EA1280.The dynamic height is computed by dividing the NAVD 88
 EA1280.geopotential number by the normal gravity value computed on the
 EA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1280.degrees latitude (g = 980.6199 gals.).
 EA1280
 EA1280.The modeled gravity was interpolated from observed gravity values.
 EA1280
 EA1280;                    North         East    Units  Estimated Accuracy
 EA1280;SPC NC       -    30,990.      706,890.      MT  (+/- 180 meters Scaled)
 EA1280
 EA1280                          SUPERSEDED SURVEY CONTROL
 EA1280
 EA1280.No superseded survey control is available for this station.
 EA1280
 EA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279688(NAD 83)
 EA1280_MARKER: DB = BENCH MARK DISK
 EA1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1280_SP_SET: SIDEWALK
 EA1280_STAMPING: NO 2 1976
 EA1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1280
 EA1280  HISTORY     - Date     Condition        Report By
 EA1280  HISTORY     - 1976     MONUMENTED       NCGS
 EA1280
 EA1280                          STATION DESCRIPTION
 EA1280
 EA1280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1280'8.5 MI NNE FROM SOUTHPORT.
 EA1280'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133, AND THE SUNNY
 EA1280'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1280'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1280'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1280'ROAD FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN LEFT AND
 EA1280'CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8 MILE TO Y JUNCTION WITH
 EA1280'ST. PHILLIPS RD., TAKE RIGHT FORK AND CONTINUE EASTERLY ALONG ST.
 EA1280'PHILLIPS RD. FOR 0.3 MILE TO THE NORTH WHARF RD., TURN LEFT AND
 EA1280'CONTINUE NORTHERLY ALONG THE NORTH WHARF RD. FOR 0.5 MILE TO THE NORTH
 EA1280'WHARF AND STATION APPROXIMATELY 400 FEET SOUTH OF THE NORTH END OF THE
 EA1280'WHARF IN CONCRETE WALKWAY.  1.8 FT. E OF EDGE OF THE CONCRETE BASE OF
 EA1280'BRIDGE RAIL, 2.0 FT. W OF EDGE OF WALKWAY, 4.0 FT. SE OF A LIGHT POLE
 EA1280'WITH FIRE TELEPHONE NO. 66, 6.0 FT. NE OF NORTHEAST CORNER OF FIRE
 EA1280'STATION NO. 300, 21.0 FT. W OF WESTERNMOST RAIL OF RAILROAD. DISK IS
 EA1280'SET FLUSH IN DRILL HOLE IN CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1279 ***********************************************************************
 EA1279  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1279  DESIGNATION -  865 8579 TIDAL 3
 EA1279  PID         -  EA1279
 EA1279  STATE/COUNTY-  NC/BRUNSWICK
 EA1279  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1279
 EA1279                         *CURRENT SURVEY CONTROL
 EA1279  ___________________________________________________________________
 EA1279* NAD 83(1986)-  34 01 30.     (N)    077 56 48.     (W)     SCALED    
 EA1279* NAVD 88     -         3.074  (meters)      10.09   (feet)  ADJUSTED  
 EA1279  ___________________________________________________________________
 EA1279  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1279  DYNAMIC HT  -           3.071 (meters)      10.08  (feet)  COMP
 EA1279  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 EA1279
 EA1279  VERT ORDER  -  SECOND    CLASS II
 EA1279
 EA1279.The horizontal coordinates were scaled from a topographic map and have
 EA1279.an estimated accuracy of +/- 6 seconds.
 EA1279
 EA1279.The orthometric height was determined by differential leveling
 EA1279.and adjusted in June 1991.
 EA1279
 EA1279.This Tidal Bench Mark is designated as VM 3600
 EA1279.by the Center for Operational Oceanographic Products and Services.
 EA1279
 EA1279.The geoid height was determined by GEOID03.
 EA1279
 EA1279.The dynamic height is computed by dividing the NAVD 88
 EA1279.geopotential number by the normal gravity value computed on the
 EA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1279.degrees latitude (g = 980.6199 gals.).
 EA1279
 EA1279.The modeled gravity was interpolated from observed gravity values.
 EA1279
 EA1279;                    North         East    Units  Estimated Accuracy
 EA1279;SPC NC       -    31,020.      706,890.      MT  (+/- 180 meters Scaled)
 EA1279
 EA1279                          SUPERSEDED SURVEY CONTROL
 EA1279
 EA1279.No superseded survey control is available for this station.
 EA1279
 EA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279688(NAD 83)
 EA1279_MARKER: DB = BENCH MARK DISK
 EA1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1279_SP_SET: CULVERT
 EA1279_STAMPING: NO 3 1976
 EA1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1279
 EA1279  HISTORY     - Date     Condition        Report By
 EA1279  HISTORY     - 1976     MONUMENTED       NCGS
 EA1279
 EA1279                          STATION DESCRIPTION
 EA1279
 EA1279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1279'8.5 MI NNE FROM SOUTHPORT.
 EA1279'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133, AND THE SUNNY
 EA1279'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1279'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1279'EAST FOR 0.1 MILES TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1279'ROAD FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN LEFT AND
 EA1279'CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8 MILE TO Y JUNCTION WITH
 EA1279'ST. PHILLIPS RD, TAKE RIGHT FORK AND CONTINUE EASTERLY ALONG ST.
 EA1279'PHILLIPS RD. FOR 0.3 MILE TO THE NORTH WHARF RD., TURN LEFT AND
 EA1279'CONTINUE NORTHERLY ALONG THE NORTH WHARF RD. FOR 0.5 MILE TO NORTH
 EA1279'WHARF AND STATION APPROXIMATELY 225 FEET SOUTH OF THE NORTH END OF THE
 EA1279'WHARF IN CONCRETE WALKWAY.  1.9 FT. E OF EDGE OF CONCRETE BASE OF
 EA1279'BRIDGE RAIL, 2.0 FT. W OF EDGE OF WALKWAY, 2.3 FT. N OF A DRILL HOLE
 EA1279'IN CONCRETE WALKWAY, 20.3 FT. W OF WESTERNMOST RAIL OF RAILROAD. DISK
 EA1279'IS SET FLUSH IN DRILL HOLE IN CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1278 ***********************************************************************
 EA1278  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1278  DESIGNATION -  865 8579 TIDAL 4
 EA1278  PID         -  EA1278
 EA1278  STATE/COUNTY-  NC/BRUNSWICK
 EA1278  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1278
 EA1278                         *CURRENT SURVEY CONTROL
 EA1278  ___________________________________________________________________
 EA1278* NAD 83(1986)-  34 01 31.     (N)    077 56 48.     (W)     SCALED    
 EA1278* NAVD 88     -         2.998  (meters)       9.84   (feet)  ADJUSTED  
 EA1278  ___________________________________________________________________
 EA1278  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1278  DYNAMIC HT  -           2.995 (meters)       9.83  (feet)  COMP
 EA1278  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 EA1278
 EA1278  VERT ORDER  -  SECOND    CLASS II
 EA1278
 EA1278.The horizontal coordinates were scaled from a topographic map and have
 EA1278.an estimated accuracy of +/- 6 seconds.
 EA1278
 EA1278.The orthometric height was determined by differential leveling
 EA1278.and adjusted in June 1991.
 EA1278
 EA1278.This Tidal Bench Mark is designated as VM 3601
 EA1278.by the Center for Operational Oceanographic Products and Services.
 EA1278
 EA1278.The geoid height was determined by GEOID03.
 EA1278
 EA1278.The dynamic height is computed by dividing the NAVD 88
 EA1278.geopotential number by the normal gravity value computed on the
 EA1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1278.degrees latitude (g = 980.6199 gals.).
 EA1278
 EA1278.The modeled gravity was interpolated from observed gravity values.
 EA1278
 EA1278;                    North         East    Units  Estimated Accuracy
 EA1278;SPC NC       -    31,060.      706,890.      MT  (+/- 180 meters Scaled)
 EA1278
 EA1278                          SUPERSEDED SURVEY CONTROL
 EA1278
 EA1278.No superseded survey control is available for this station.
 EA1278
 EA1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC279688(NAD 83)
 EA1278_MARKER: DB = BENCH MARK DISK
 EA1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1278_SP_SET: FLOOR
 EA1278_STAMPING: NO 4 1976
 EA1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1278
 EA1278  HISTORY     - Date     Condition        Report By
 EA1278  HISTORY     - 1976     MONUMENTED       NCGS
 EA1278
 EA1278                          STATION DESCRIPTION
 EA1278
 EA1278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1278'8.5 MI NNE FROM SOUTHPORT.
 EA1278'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133, AND THE SUNNY
 EA1278'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1278'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1278'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1278'ROAD FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN LEFT AND
 EA1278'CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8 MILE TO Y JUNCTION WITH
 EA1278'ST. PHILLIPS RD., TAKE RIGHT FORK AND CONTINUE EASTERLY ALONG ST.
 EA1278'PHILLIPS RD. FOR 0.3 MILE TO THE NORTH WHARF RD., TURN LEFT AND
 EA1278'CONTINUE NORTHERLY ALONG THE NORTH WHARF RD. FOR 0.5 MILE TO THE NORTH
 EA1278'WHARF AND STATION APPROXIMATELY 20 FEET SOUTHEAST OF THE NORTH END OF
 EA1278'THE WHARF IN THE CONCRETE FLOOR ALONG THE EAST EDGE.  1.4 FT. SE OF
 EA1278'EDGE OF CONCRETE CURBING, 3.1 FT. NE OF EASTERNMOST RAIL OF RAILROAD,
 EA1278'19.5 FT. SE OF NORTHERNMOST END OF CONCRETE CURBING.  THE DISK IS SET
 EA1278'FLUSH IN DRILL HOLE IN CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1273 ***********************************************************************
 EA1273  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1273  DESIGNATION -  865 8622 TIDAL 1
 EA1273  PID         -  EA1273
 EA1273  STATE/COUNTY-  NC/BRUNSWICK
 EA1273  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1273
 EA1273                         *CURRENT SURVEY CONTROL
 EA1273  ___________________________________________________________________
 EA1273* NAD 83(1986)-  34 00 15.     (N)    077 57 19.     (W)     SCALED    
 EA1273* NAVD 88     -         3.054  (meters)      10.02   (feet)  ADJUSTED  
 EA1273  ___________________________________________________________________
 EA1273  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1273  DYNAMIC HT  -           3.050 (meters)      10.01  (feet)  COMP
 EA1273  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 EA1273
 EA1273  VERT ORDER  -  SECOND    CLASS II
 EA1273
 EA1273.The horizontal coordinates were scaled from a topographic map and have
 EA1273.an estimated accuracy of +/- 6 seconds.
 EA1273
 EA1273.The orthometric height was determined by differential leveling
 EA1273.and adjusted in June 1991.
 EA1273
 EA1273.This Tidal Bench Mark is designated as VM 3602
 EA1273.by the Center for Operational Oceanographic Products and Services.
 EA1273
 EA1273.The geoid height was determined by GEOID03.
 EA1273
 EA1273.The dynamic height is computed by dividing the NAVD 88
 EA1273.geopotential number by the normal gravity value computed on the
 EA1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1273.degrees latitude (g = 980.6199 gals.).
 EA1273
 EA1273.The modeled gravity was interpolated from observed gravity values.
 EA1273
 EA1273;                    North         East    Units  Estimated Accuracy
 EA1273;SPC NC       -    28,710.      706,120.      MT  (+/- 180 meters Scaled)
 EA1273
 EA1273                          SUPERSEDED SURVEY CONTROL
 EA1273
 EA1273.No superseded survey control is available for this station.
 EA1273
 EA1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC270665(NAD 83)
 EA1273_MARKER: DB = BENCH MARK DISK
 EA1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1273_SP_SET: SIDEWALK
 EA1273_STAMPING: NO 1 1974
 EA1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1273+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 EA1273
 EA1273  HISTORY     - Date     Condition        Report By
 EA1273  HISTORY     - 1974     MONUMENTED       NCGS
 EA1273  HISTORY     - 1976     GOOD             NCGS
 EA1273  HISTORY     - 20050421 GOOD             USPSQD
 EA1273  HISTORY     - 20050421 MARK NOT FOUND   USPSQD
 EA1273
 EA1273                          STATION DESCRIPTION
 EA1273
 EA1273'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1273'6.9 MI NNE FROM SOUTHPORT.
 EA1273'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133 AND THE SUNNY
 EA1273'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1273'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1273'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1273'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT RD., TURN RIGHT
 EA1273'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 0.5 MILE TO THE CENTER
 EA1273'WHARF RD., TURN LEFT AND CONTINUE EAST ALONG THE CENTER WHARF RD. FOR
 EA1273'0.2 MILE TO THE CENTER WHARF AND STATION APPROXIMATELY 425 FT.
 EA1273'NORTHEAST OF THE SOUTHEASTERN END OF THE CENTER WHARF IN THE CONCRETE
 EA1273'WALKWAY NEAR A PHONE BOOTH.  0.8 FT. SE OF EDGE OF CONCRETE BASE OF
 EA1273'THE BRIDGE RAIL, 3.0 FT. NW OF EASTERNMOST EDGE OF THE CONCRETE
 EA1273'WALKWAY, 8.5 FT. S OF A METAL LAMP POST WITH FIRE PHONE NO. 58, 17.0
 EA1273'FT. SSW OF SOUTHEASTERNMOST CORNER OF FIRE HOSE BUILDING NO. 241, 21.0
 EA1273'NW OF WESTERNMOST RAIL OF RAILROAD.  DISK IS SET FLUSH IN DRILL HOLE
 EA1273'IN CONCRETE WALKWAY.
 EA1273
 EA1273                          STATION RECOVERY (2005)
 EA1273
 EA1273'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1273'RECOVERED IN GOOD CONDITION.
 EA1273
 EA1273                          STATION RECOVERY (2005)
 EA1273
 EA1273'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1272 ***********************************************************************
 EA1272  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1272  DESIGNATION -  865 8622 TIDAL 2
 EA1272  PID         -  EA1272
 EA1272  STATE/COUNTY-  NC/BRUNSWICK
 EA1272  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1272
 EA1272                         *CURRENT SURVEY CONTROL
 EA1272  ___________________________________________________________________
 EA1272* NAD 83(1986)-  34 00 11.     (N)    077 57 22.     (W)     SCALED    
 EA1272* NAVD 88     -         3.352  (meters)      11.00   (feet)  ADJUSTED  
 EA1272  ___________________________________________________________________
 EA1272  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1272  DYNAMIC HT  -           3.349 (meters)      10.99  (feet)  COMP
 EA1272  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EA1272
 EA1272  VERT ORDER  -  SECOND    CLASS II
 EA1272
 EA1272.The horizontal coordinates were scaled from a topographic map and have
 EA1272.an estimated accuracy of +/- 6 seconds.
 EA1272
 EA1272.The orthometric height was determined by differential leveling
 EA1272.and adjusted in June 1991.
 EA1272
 EA1272.This Tidal Bench Mark is designated as VM 3603
 EA1272.by the Center for Operational Oceanographic Products and Services.
 EA1272
 EA1272.The geoid height was determined by GEOID03.
 EA1272
 EA1272.The dynamic height is computed by dividing the NAVD 88
 EA1272.geopotential number by the normal gravity value computed on the
 EA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1272.degrees latitude (g = 980.6199 gals.).
 EA1272
 EA1272.The modeled gravity was interpolated from observed gravity values.
 EA1272
 EA1272;                    North         East    Units  Estimated Accuracy
 EA1272;SPC NC       -    28,580.      706,050.      MT  (+/- 180 meters Scaled)
 EA1272
 EA1272                          SUPERSEDED SURVEY CONTROL
 EA1272
 EA1272  NGVD 29 (??/??/92)    3.625  (m)           11.89   (f) ADJ UNCH    2 2
 EA1272
 EA1272.Superseded values are not recommended for survey control.
 EA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1272.See file dsdata.txt to determine how the superseded data were derived.
 EA1272
 EA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC269664(NAD 83)
 EA1272_MARKER: DB = BENCH MARK DISK
 EA1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1272_SP_SET: SIDEWALK
 EA1272_STAMPING: NO 2 1974
 EA1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1272
 EA1272  HISTORY     - Date     Condition        Report By
 EA1272  HISTORY     - 1974     MONUMENTED       NCGS
 EA1272  HISTORY     - 1976     GOOD             NCGS
 EA1272
 EA1272                          STATION DESCRIPTION
 EA1272
 EA1272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1272'6.9 MI NNE FROM SOUTHPORT.
 EA1272'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133 AND THE SUNNY
 EA1272'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1272'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1272'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1272'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT RD., TURN RIGHT
 EA1272'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 0.5 MILE TO THE CENTER
 EA1272'WHARF RD., TURN LEFT AND CONTINUE EAST ALONG THE CENTER WHARF RD. FOR
 EA1272'0.2 MILE TO THE SOUTHEASTERN END OF THE CENTER WHARF AND STATION ON
 EA1272'LEFT IN THE CONCRETE WALKWAY.  0.8 FT. NE OF THE SOUTHWESTERN END OF
 EA1272'THE WALKWAY, 0.5 FT. SE OF CONCRETE BASE OF THE BRIDGE RAIL, 27.2 FT.
 EA1272'ENE OF GUARD HOUSE S-234, 21.6 FT. NW OF NORTHERNMOST RAIL OF
 EA1272'RAILROAD.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1271 ***********************************************************************
 EA1271  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1271  DESIGNATION -  865 8622 TIDAL 3
 EA1271  PID         -  EA1271
 EA1271  STATE/COUNTY-  NC/BRUNSWICK
 EA1271  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1271
 EA1271                         *CURRENT SURVEY CONTROL
 EA1271  ___________________________________________________________________
 EA1271* NAD 83(1986)-  34 00 11.     (N)    077 57 22.     (W)     SCALED    
 EA1271* NAVD 88     -         3.099  (meters)      10.17   (feet)  ADJUSTED  
 EA1271  ___________________________________________________________________
 EA1271  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1271  DYNAMIC HT  -           3.096 (meters)      10.16  (feet)  COMP
 EA1271  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EA1271
 EA1271  VERT ORDER  -  SECOND    CLASS II
 EA1271
 EA1271.The horizontal coordinates were scaled from a topographic map and have
 EA1271.an estimated accuracy of +/- 6 seconds.
 EA1271
 EA1271.The orthometric height was determined by differential leveling
 EA1271.and adjusted in June 1991.
 EA1271
 EA1271.This Tidal Bench Mark is designated as VM 3604
 EA1271.by the Center for Operational Oceanographic Products and Services.
 EA1271
 EA1271.The geoid height was determined by GEOID03.
 EA1271
 EA1271.The dynamic height is computed by dividing the NAVD 88
 EA1271.geopotential number by the normal gravity value computed on the
 EA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1271.degrees latitude (g = 980.6199 gals.).
 EA1271
 EA1271.The modeled gravity was interpolated from observed gravity values.
 EA1271
 EA1271;                    North         East    Units  Estimated Accuracy
 EA1271;SPC NC       -    28,580.      706,050.      MT  (+/- 180 meters Scaled)
 EA1271
 EA1271                          SUPERSEDED SURVEY CONTROL
 EA1271
 EA1271.No superseded survey control is available for this station.
 EA1271
 EA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC269664(NAD 83)
 EA1271_MARKER: DB = BENCH MARK DISK
 EA1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1271_SP_SET: SIDEWALK
 EA1271_STAMPING: NO 3 1974
 EA1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1271
 EA1271  HISTORY     - Date     Condition        Report By
 EA1271  HISTORY     - 1974     MONUMENTED       NCGS
 EA1271  HISTORY     - 1976     GOOD             NCGS
 EA1271
 EA1271                          STATION DESCRIPTION
 EA1271
 EA1271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1271'6.9 MI NNE FROM SOUTHPORT.
 EA1271'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133, AND THE SUNNY
 EA1271'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1271'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1271'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1271'RD. FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT RD., TURN RIGHT AND
 EA1271'CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 0.5 MILE TO THE CENTER WHARF
 EA1271'RD., TURN LEFT AND CONTINUE EAST ALONG THE CENTER WHARF RD. FOR 0.2
 EA1271'MILE TO THE SOUTHEASTERN END OF THE CENTER WHARF AND STATION ON RIGHT
 EA1271'IN SOUTHEAST WINGWALL.  1.3 FT. SE OF EDGE OF THE CONCRETE CURBING,
 EA1271'2.5 FT. ESE OF CENTER OF THE SOUTHEAST END OF THE CONCRETE CURBING,
 EA1271'7.0 FT. SE OF SOUTHEASTERN RAIL OF RAILROAD, 46.4 FT. ESE OF SOUTHEAST
 EA1271'CORNER OF GUARD HOUSE S-234.  DISK IS SET FLUSH IN DRILL HOLE IN
 EA1271'CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1270 ***********************************************************************
 EA1270  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1270  DESIGNATION -  865 8622 TIDAL 4
 EA1270  PID         -  EA1270
 EA1270  STATE/COUNTY-  NC/BRUNSWICK
 EA1270  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1270
 EA1270                         *CURRENT SURVEY CONTROL
 EA1270  ___________________________________________________________________
 EA1270* NAD 83(1986)-  34 00 12.     (N)    077 57 27.     (W)     SCALED    
 EA1270* NAVD 88     -         3.884  (meters)      12.74   (feet)  ADJUSTED  
 EA1270  ___________________________________________________________________
 EA1270  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1270  DYNAMIC HT  -           3.880 (meters)      12.73  (feet)  COMP
 EA1270  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EA1270
 EA1270  VERT ORDER  -  SECOND    CLASS II
 EA1270
 EA1270.The horizontal coordinates were scaled from a topographic map and have
 EA1270.an estimated accuracy of +/- 6 seconds.
 EA1270
 EA1270.The orthometric height was determined by differential leveling
 EA1270.and adjusted in June 1991.
 EA1270
 EA1270.This Tidal Bench Mark is designated as VM 3605
 EA1270.by the Center for Operational Oceanographic Products and Services.
 EA1270
 EA1270.The geoid height was determined by GEOID03.
 EA1270
 EA1270.The dynamic height is computed by dividing the NAVD 88
 EA1270.geopotential number by the normal gravity value computed on the
 EA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1270.degrees latitude (g = 980.6199 gals.).
 EA1270
 EA1270.The modeled gravity was interpolated from observed gravity values.
 EA1270
 EA1270;                    North         East    Units  Estimated Accuracy
 EA1270;SPC NC       -    28,610.      705,920.      MT  (+/- 180 meters Scaled)
 EA1270
 EA1270                          SUPERSEDED SURVEY CONTROL
 EA1270
 EA1270.No superseded survey control is available for this station.
 EA1270
 EA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC268664(NAD 83)
 EA1270_MARKER: DB = BENCH MARK DISK
 EA1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1270_SP_SET: CONCRETE DRIVE
 EA1270_STAMPING: NO 4 1974
 EA1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1270
 EA1270  HISTORY     - Date     Condition        Report By
 EA1270  HISTORY     - 1974     MONUMENTED       NCGS
 EA1270  HISTORY     - 1976     GOOD             NCGS
 EA1270
 EA1270                          STATION DESCRIPTION
 EA1270
 EA1270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1270'6.9 MI NNE FROM SOUTHPORT.
 EA1270'TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133, AND THE SUNNY
 EA1270'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1270'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1270'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1270'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT RD., TURN RIGHT
 EA1270'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 0.5 MILE TO THE CENTER
 EA1270'WHARF RD., TURN LEFT AND CONTINUE EAST ALONG THE CENTER WHARF RD. FOR
 EA1270'0.1 MILE TO TIN BUILDING ON LEFT AND STATION IN EAST EDGE OF THE
 EA1270'WESTERNMOST OF TWO CONCRETE DRIVEWAYS TO BUILDING.  0.4 FT. W OF EAST
 EA1270'EDGE OF CONCRETE DRIVEWAY, 0.5 FT. E OF A 2 FOOT HIGH METAL GUARD
 EA1270'POST, 1.0 FT. S OF SOUTH EDGE OF BUILDING, 17.0 FT. E OF SOUTHWEST
 EA1270'CORNER OF BUILDING.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EA1270'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1269 ***********************************************************************
 EA1269  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1269  DESIGNATION -  865 8622 TIDAL 5
 EA1269  PID         -  EA1269
 EA1269  STATE/COUNTY-  NC/BRUNSWICK
 EA1269  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1269
 EA1269                         *CURRENT SURVEY CONTROL
 EA1269  ___________________________________________________________________
 EA1269* NAD 83(1986)-  34 00 12.     (N)    077 57 29.     (W)     SCALED    
 EA1269* NAVD 88     -         4.528  (meters)      14.86   (feet)  ADJUSTED  
 EA1269  ___________________________________________________________________
 EA1269  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA1269  DYNAMIC HT  -           4.524 (meters)      14.84  (feet)  COMP
 EA1269  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EA1269
 EA1269  VERT ORDER  -  SECOND    CLASS II
 EA1269
 EA1269.The horizontal coordinates were scaled from a topographic map and have
 EA1269.an estimated accuracy of +/- 6 seconds.
 EA1269
 EA1269.The orthometric height was determined by differential leveling
 EA1269.and adjusted in June 1991.
 EA1269
 EA1269.This Tidal Bench Mark is designated as VM 3606
 EA1269.by the Center for Operational Oceanographic Products and Services.
 EA1269
 EA1269.The geoid height was determined by GEOID03.
 EA1269
 EA1269.The dynamic height is computed by dividing the NAVD 88
 EA1269.geopotential number by the normal gravity value computed on the
 EA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1269.degrees latitude (g = 980.6199 gals.).
 EA1269
 EA1269.The modeled gravity was interpolated from observed gravity values.
 EA1269
 EA1269;                    North         East    Units  Estimated Accuracy
 EA1269;SPC NC       -    28,610.      705,870.      MT  (+/- 180 meters Scaled)
 EA1269
 EA1269                          SUPERSEDED SURVEY CONTROL
 EA1269
 EA1269.No superseded survey control is available for this station.
 EA1269
 EA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC267664(NAD 83)
 EA1269_MARKER: DB = BENCH MARK DISK
 EA1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1269_SP_SET: FLOOR
 EA1269_STAMPING: NO 5 1974
 EA1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1269
 EA1269  HISTORY     - Date     Condition        Report By
 EA1269  HISTORY     - 1974     MONUMENTED       NCGS
 EA1269  HISTORY     - 1976     GOOD             NCGS
 EA1269
 EA1269                          STATION DESCRIPTION
 EA1269
 EA1269'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1269'6.9 MI NNE FROM SOUTHPORT.
 EA1269'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133 AND THE SUNNY
 EA1269'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 EA1269'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 EA1269'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 EA1269'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT
 EA1269'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 0.5 MILE TO THE CENTER
 EA1269'WHARF RD., TURN LEFT AND CONTINUE EAST ALONG THE CENTER WHARF RD. FOR
 EA1269'0.05 MILE TO STATION ON LEFT IN THE CONCRETE ENTRANCE FLOOR AT THE
 EA1269'SOUTHWEST CORNER OF A GREEN BLOCK BUILDING NO. S 233. 1.0 FT. SSE OF
 EA1269'SOUTHWEST CORNER OF BUILDING, 0.6 FT. E OF WEST EDGE OF CONCRETE
 EA1269'ENTRANCE FLOOR, 59.5 FT. NE OF A PP WITH LAMP AND FIRE PHONE NO. 3.
 EA1269'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0999 ***********************************************************************
 DD0999  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0999  DESIGNATION -  865 8654 TIDAL 1
 DD0999  PID         -  DD0999
 DD0999  STATE/COUNTY-  NC/BRUNSWICK
 DD0999  USGS QUAD   -  KURE BEACH (1979)
 DD0999
 DD0999                         *CURRENT SURVEY CONTROL
 DD0999  ___________________________________________________________________
 DD0999* NAD 83(1986)-  33 59 24.     (N)    077 57 24.     (W)     SCALED    
 DD0999* NAVD 88     -         2.734  (meters)       8.97   (feet)  ADJUSTED  
 DD0999  ___________________________________________________________________
 DD0999  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 DD0999  DYNAMIC HT  -           2.732 (meters)       8.96  (feet)  COMP
 DD0999  MODELED GRAV-     979,625.2   (mgal)                       NAVD 88
 DD0999
 DD0999  VERT ORDER  -  SECOND    CLASS II
 DD0999
 DD0999.The horizontal coordinates were scaled from a topographic map and have
 DD0999.an estimated accuracy of +/- 6 seconds.
 DD0999
 DD0999.The orthometric height was determined by differential leveling
 DD0999.and adjusted in June 1991.
 DD0999
 DD0999.This Tidal Bench Mark is designated as VM 3607
 DD0999.by the Center for Operational Oceanographic Products and Services.
 DD0999
 DD0999.The geoid height was determined by GEOID03.
 DD0999
 DD0999.The dynamic height is computed by dividing the NAVD 88
 DD0999.geopotential number by the normal gravity value computed on the
 DD0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0999.degrees latitude (g = 980.6199 gals.).
 DD0999
 DD0999.The modeled gravity was interpolated from observed gravity values.
 DD0999
 DD0999;                    North         East    Units  Estimated Accuracy
 DD0999;SPC NC       -    27,130.      706,010.      MT  (+/- 180 meters Scaled)
 DD0999
 DD0999                          SUPERSEDED SURVEY CONTROL
 DD0999
 DD0999.No superseded survey control is available for this station.
 DD0999
 DD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC268649(NAD 83)
 DD0999_MARKER: DB = BENCH MARK DISK
 DD0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0999_SP_SET: CONCRETE WHARF
 DD0999_STAMPING: NO 1 1976
 DD0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0999
 DD0999  HISTORY     - Date     Condition        Report By
 DD0999  HISTORY     - 1976     MONUMENTED       NCGS
 DD0999
 DD0999                          STATION DESCRIPTION
 DD0999
 DD0999'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0999'6.0 MI NE FROM SOUTHPORT.
 DD0999'STATION IS LOCATED ON THE SOUTH WHARF.  TO REACH STATION FROM THE
 DD0999'JUNCTION OF NC 87, N. C. 133, AND THE SUNNY POINT MILITARY OCEAN
 DD0999'TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED EAST ALONG THE ACCESS
 DD0999'ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILES TO
 DD0999'CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.4 MILES TO
 DD0999'INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT AND CONTINUE SOUTH
 DD0999'ALONG SUNNY POINT RD. FOR 1.1 MILES TO INTERSECTION WITH THE SOUTH
 DD0999'WHARF RD, TURN RIGHT AND CONTINUE S ALONG THE SOUTH WHARF RD. FOR 0.5
 DD0999'MILE TO THE SOUTH WHARF AND STATION APPROXIMATELY 600 FT. NE OF THE
 DD0999'SOUTH END OF THE WHARF IN THE CONCRETE FLOOR ALONG EAST EDGE. 1.0 FT.
 DD0999'W OF EAST EDGE OF CONCRETE, 20.5 FT. E OF EASTERNMOST RAIL OF
 DD0999'RAILROAD, 1.4 FT. N OF NORTH EDGE OF THE CENTER CLEAT, 16.0 FT. NE OF
 DD0999'NORTHEAST CORNER OF FIRE HOSE BUILDING NO. 212, 63.3 FT. SSE OF CENTER
 DD0999'OF SOUTHERNMOST BULLARD ON PIER.  DISK IS SET FLUSH IN DRILL HOLE IN
 DD0999'CONCRETE WHARF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0998 ***********************************************************************
 DD0998  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0998  DESIGNATION -  865 8654 TIDAL 2
 DD0998  PID         -  DD0998
 DD0998  STATE/COUNTY-  NC/BRUNSWICK
 DD0998  USGS QUAD   -  KURE BEACH (1979)
 DD0998
 DD0998                         *CURRENT SURVEY CONTROL
 DD0998  ___________________________________________________________________
 DD0998* NAD 83(1986)-  33 59 21.     (N)    077 57 25.     (W)     SCALED    
 DD0998* NAVD 88     -         3.030  (meters)       9.94   (feet)  ADJUSTED  
 DD0998  ___________________________________________________________________
 DD0998  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 DD0998  DYNAMIC HT  -           3.027 (meters)       9.93  (feet)  COMP
 DD0998  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 DD0998
 DD0998  VERT ORDER  -  SECOND    CLASS II
 DD0998
 DD0998.The horizontal coordinates were scaled from a topographic map and have
 DD0998.an estimated accuracy of +/- 6 seconds.
 DD0998
 DD0998.The orthometric height was determined by differential leveling
 DD0998.and adjusted in June 1991.
 DD0998
 DD0998.This Tidal Bench Mark is designated as VM 3608
 DD0998.by the Center for Operational Oceanographic Products and Services.
 DD0998
 DD0998.The geoid height was determined by GEOID03.
 DD0998
 DD0998.The dynamic height is computed by dividing the NAVD 88
 DD0998.geopotential number by the normal gravity value computed on the
 DD0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0998.degrees latitude (g = 980.6199 gals.).
 DD0998
 DD0998.The modeled gravity was interpolated from observed gravity values.
 DD0998
 DD0998;                    North         East    Units  Estimated Accuracy
 DD0998;SPC NC       -    27,040.      705,990.      MT  (+/- 180 meters Scaled)
 DD0998
 DD0998                          SUPERSEDED SURVEY CONTROL
 DD0998
 DD0998.No superseded survey control is available for this station.
 DD0998
 DD0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC268648(NAD 83)
 DD0998_MARKER: DB = BENCH MARK DISK
 DD0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0998_SP_SET: SIDEWALK
 DD0998_STAMPING: NO 2 1976
 DD0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0998
 DD0998  HISTORY     - Date     Condition        Report By
 DD0998  HISTORY     - 1976     MONUMENTED       NCGS
 DD0998
 DD0998                          STATION DESCRIPTION
 DD0998
 DD0998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0998'6.0 MI NE FROM SOUTHPORT.
 DD0998'TO REACH STATION FROM THE JUNCTION OF NC 87, N. C. 133, AND THE SUNNY
 DD0998'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 DD0998'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 DD0998'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 DD0998'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT
 DD0998'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 1.1 MILES TO INTERSECTION
 DD0998'WITH THE SOUTH WHARF RD, TURN RIGHT AND CONTINUE SOUTH ALONG THE SOUTH
 DD0998'WHARF RD. FOR 0.5 MILE TO THE SOUTH WHARF AND STATION APPROXIMATELY
 DD0998'450 FT. NE OF THE SOUTH END OF THE WHARF IN THE WALKWAY ALONG THE WEST
 DD0998'SIDE.  1.1 FT. SSE OF EDGE OF THE CONCRETE BASE OF THE BRIDGE RAIL,
 DD0998'2.7 FT. NNW OF EAST EDGE OF THE WALKWAY, 3.5 FT. NE OF NORTHEAST
 DD0998'CORNER OF FIRE HOSE BLDG. NO. 211, 23.0 FT. NW OF THE EASTERNMOST RAIL
 DD0998'OF RAILROAD.  THE DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0997 ***********************************************************************
 DD0997  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0997  DESIGNATION -  865 8654 TIDAL 3
 DD0997  PID         -  DD0997
 DD0997  STATE/COUNTY-  NC/BRUNSWICK
 DD0997  USGS QUAD   -  KURE BEACH (1979)
 DD0997
 DD0997                         *CURRENT SURVEY CONTROL
 DD0997  ___________________________________________________________________
 DD0997* NAD 83(1986)-  33 59 20.     (N)    077 57 27.     (W)     SCALED    
 DD0997* NAVD 88     -         2.821  (meters)       9.26   (feet)  ADJUSTED  
 DD0997  ___________________________________________________________________
 DD0997  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 DD0997  DYNAMIC HT  -           2.818 (meters)       9.25  (feet)  COMP
 DD0997  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 DD0997
 DD0997  VERT ORDER  -  SECOND    CLASS II
 DD0997
 DD0997.The horizontal coordinates were scaled from a topographic map and have
 DD0997.an estimated accuracy of +/- 6 seconds.
 DD0997
 DD0997.The orthometric height was determined by differential leveling
 DD0997.and adjusted in June 1991.
 DD0997
 DD0997.This Tidal Bench Mark is designated as VM 3609
 DD0997.by the Center for Operational Oceanographic Products and Services.
 DD0997
 DD0997.The geoid height was determined by GEOID03.
 DD0997
 DD0997.The dynamic height is computed by dividing the NAVD 88
 DD0997.geopotential number by the normal gravity value computed on the
 DD0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0997.degrees latitude (g = 980.6199 gals.).
 DD0997
 DD0997.The modeled gravity was interpolated from observed gravity values.
 DD0997
 DD0997;                    North         East    Units  Estimated Accuracy
 DD0997;SPC NC       -    27,010.      705,930.      MT  (+/- 180 meters Scaled)
 DD0997
 DD0997                          SUPERSEDED SURVEY CONTROL
 DD0997
 DD0997.No superseded survey control is available for this station.
 DD0997
 DD0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC268648(NAD 83)
 DD0997_MARKER: DB = BENCH MARK DISK
 DD0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0997_SP_SET: CONCRETE WHARF
 DD0997_STAMPING: NO 3 1976
 DD0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0997
 DD0997  HISTORY     - Date     Condition        Report By
 DD0997  HISTORY     - 1976     MONUMENTED       NCGS
 DD0997
 DD0997                          STATION DESCRIPTION
 DD0997
 DD0997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0997'6.0 MI NE FROM SOUTHPORT.
 DD0997'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133, AND THE SUNNY
 DD0997'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 DD0997'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 DD0997'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 DD0997'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT
 DD0997'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 1.1 MILES TO INTERSECTION
 DD0997'WITH THE SOUTH WHARF RD., TURN RIGHT AND CONTINUE SOUTH ALONG THE S.
 DD0997'WHARF RD. FOR 0.5 MILE TO THE SOUTH WHARF AND STATION APPROXIMATELY
 DD0997'225 FT. NE OF THE SOUTH END OF THE WHARF IN THE CONCRETE FLOOR ALONG
 DD0997'EAST EDGE.  0.8 FT. NW OF EDGE OF THE CONCRETE CURBING, 3.7 FT. SE OF
 DD0997'THE EASTERNMOST RAIL OF RAILROAD, 63.2 FT. E OF THE 2ND LIGHT POLE
 DD0997'FROM SOUTH END OF WHARF.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 DD0997'WHARF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0996 ***********************************************************************
 DD0996  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0996  DESIGNATION -  865 8654 TIDAL 4
 DD0996  PID         -  DD0996
 DD0996  STATE/COUNTY-  NC/BRUNSWICK
 DD0996  USGS QUAD   -  KURE BEACH (1979)
 DD0996
 DD0996                         *CURRENT SURVEY CONTROL
 DD0996  ___________________________________________________________________
 DD0996* NAD 83(1986)-  33 59 19.     (N)    077 57 29.     (W)     SCALED    
 DD0996* NAVD 88     -         3.361  (meters)      11.03   (feet)  ADJUSTED  
 DD0996  ___________________________________________________________________
 DD0996  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 DD0996  DYNAMIC HT  -           3.357 (meters)      11.01  (feet)  COMP
 DD0996  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 DD0996
 DD0996  VERT ORDER  -  SECOND    CLASS II
 DD0996
 DD0996.The horizontal coordinates were scaled from a topographic map and have
 DD0996.an estimated accuracy of +/- 6 seconds.
 DD0996
 DD0996.The orthometric height was determined by differential leveling
 DD0996.and adjusted in June 1991.
 DD0996
 DD0996.This Tidal Bench Mark is designated as VM 3610
 DD0996.by the Center for Operational Oceanographic Products and Services.
 DD0996
 DD0996.The geoid height was determined by GEOID03.
 DD0996
 DD0996.The dynamic height is computed by dividing the NAVD 88
 DD0996.geopotential number by the normal gravity value computed on the
 DD0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0996.degrees latitude (g = 980.6199 gals.).
 DD0996
 DD0996.The modeled gravity was interpolated from observed gravity values.
 DD0996
 DD0996;                    North         East    Units  Estimated Accuracy
 DD0996;SPC NC       -    26,980.      705,880.      MT  (+/- 180 meters Scaled)
 DD0996
 DD0996                          SUPERSEDED SURVEY CONTROL
 DD0996
 DD0996.No superseded survey control is available for this station.
 DD0996
 DD0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC267648(NAD 83)
 DD0996_MARKER: DB = BENCH MARK DISK
 DD0996_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0996_SP_SET: SIDEWALK
 DD0996_STAMPING: NO 4 1976
 DD0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0996
 DD0996  HISTORY     - Date     Condition        Report By
 DD0996  HISTORY     - 1976     MONUMENTED       NCGS
 DD0996
 DD0996                          STATION DESCRIPTION
 DD0996
 DD0996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0996'6.0 MI NE FROM SOUTHPORT.
 DD0996'TO REACH STATION FROM THE JUNCTION OF NC 87, N.C. 133, AND THE SUNNY
 DD0996'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 DD0996'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 DD0996'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 DD0996'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT
 DD0996'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 1.1 MILES TO INTERSECTION
 DD0996'WITH THE SOUTH WHARF RD, TURN RIGHT AND CONTINUE SOUTH ALONG THE SOUTH
 DD0996'WHARF RD FOR 0.5 MILE TO THE SOUTH END OF THE SOUTH WHARF AND STATION
 DD0996'ON LEFT IN THE CONCRETE WALKWAY BELOW A METAL SIGN (210). 2.0 FT. E OF
 DD0996'NORTH END OF WALKWAY, 0.6 FT. N OF SOUTH EDGE OF WALKWAY, 3.3 FT. S OF
 DD0996'EDGE OF THE CONCRETE BASE OF THE BRIDGE RAIL, 19.0 FT. N OF
 DD0996'NORTHERNMOST RAIL OF RAILROAD, 34.6 FT. E OF SOUTHEAST CORNER OF GUARD
 DD0996'HOUSE S-207.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1000 ***********************************************************************
 DD1000  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1000  DESIGNATION -  865 8654 TIDAL 5
 DD1000  PID         -  DD1000
 DD1000  STATE/COUNTY-  NC/BRUNSWICK
 DD1000  USGS QUAD   -  KURE BEACH (1979)
 DD1000
 DD1000                         *CURRENT SURVEY CONTROL
 DD1000  ___________________________________________________________________
 DD1000* NAD 83(1986)-  33 59 28.     (N)    077 57 32.     (W)     SCALED    
 DD1000* NAVD 88     -         5.372  (meters)      17.62   (feet)  ADJUSTED  
 DD1000  ___________________________________________________________________
 DD1000  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 DD1000  DYNAMIC HT  -           5.367 (meters)      17.61  (feet)  COMP
 DD1000  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DD1000
 DD1000  VERT ORDER  -  SECOND    CLASS II
 DD1000
 DD1000.The horizontal coordinates were scaled from a topographic map and have
 DD1000.an estimated accuracy of +/- 6 seconds.
 DD1000
 DD1000.The orthometric height was determined by differential leveling
 DD1000.and adjusted in June 1991.
 DD1000
 DD1000.This Tidal Bench Mark is designated as VM 3611
 DD1000.by the Center for Operational Oceanographic Products and Services.
 DD1000
 DD1000.The geoid height was determined by GEOID03.
 DD1000
 DD1000.The dynamic height is computed by dividing the NAVD 88
 DD1000.geopotential number by the normal gravity value computed on the
 DD1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1000.degrees latitude (g = 980.6199 gals.).
 DD1000
 DD1000.The modeled gravity was interpolated from observed gravity values.
 DD1000
 DD1000;                    North         East    Units  Estimated Accuracy
 DD1000;SPC NC       -    27,250.      705,800.      MT  (+/- 180 meters Scaled)
 DD1000
 DD1000                          SUPERSEDED SURVEY CONTROL
 DD1000
 DD1000.No superseded survey control is available for this station.
 DD1000
 DD1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC266651(NAD 83)
 DD1000_MARKER: DB = BENCH MARK DISK
 DD1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD1000_SP_SET: FLOOR
 DD1000_STAMPING: NO 5 1976
 DD1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1000
 DD1000  HISTORY     - Date     Condition        Report By
 DD1000  HISTORY     - 1976     MONUMENTED       NCGS
 DD1000
 DD1000                          STATION DESCRIPTION
 DD1000
 DD1000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1000'6.1 MI NE FROM SOUTHPORT.
 DD1000'TO REACH STATION FROM THE JUNCTION OF NC 87, N. C. 133, AND THE SUNNY
 DD1000'POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED
 DD1000'EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE
 DD1000'EAST FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER
 DD1000'ROAD FOR 3.4 MILES TO INTERSECTION WITH SUNNY POINT ROAD, TURN RIGHT
 DD1000'AND CONTINUE SOUTH ALONG SUNNY POINT RD. FOR 1.1 MILES TO INTERSECTION
 DD1000'WITH THE SOUTH WHARF RD., TURN RIGHT AND CONTINUE SOUTH ALONG THE
 DD1000'SOUTH WHARF RD. FOR 0.25 MILE TO A WORK AREA ON RIGHT AND STATION IN
 DD1000'SOUTHWEST CORNER OF CONCRETE FLOOR OF A COVERED WORK AREA,
 DD1000'APPROXIMATELY 0.25 MILE NORTH OF SOUTH END OF THE SOUTH WHARF. 2.0 FT.
 DD1000'E OF THE STEEL ROOF SUPPORT POST AT SOUTHWEST CORNER BUILDING, 1.0 FT.
 DD1000'N OF SOUTH EDGE OF CONCRETE FLOOR, 25.5 FT. S OF THE SOUTHWEST CORNER
 DD1000'OF THE ENCLOSED PORTION OF BUILDING, 10.5 FT. W OF FIRE PHONE NO. 20
 DD1000'SUPPORT POLE.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1008 ***********************************************************************
 DD1008  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1008  DESIGNATION -  865 8715 TIDAL 1
 DD1008  PID         -  DD1008
 DD1008  STATE/COUNTY-  NC/NEW HANOVER
 DD1008  USGS QUAD   -  KURE BEACH (1979)
 DD1008
 DD1008                         *CURRENT SURVEY CONTROL
 DD1008  ___________________________________________________________________
 DD1008* NAD 83(1986)-  33 57 38.     (N)    077 56 21.     (W)     SCALED    
 DD1008* NAVD 88     -         2.921  (meters)       9.58   (feet)  ADJUSTED  
 DD1008  ___________________________________________________________________
 DD1008  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 DD1008  DYNAMIC HT  -           2.918 (meters)       9.57  (feet)  COMP
 DD1008  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1008
 DD1008  VERT ORDER  -  SECOND    CLASS II
 DD1008
 DD1008.The horizontal coordinates were scaled from a topographic map and have
 DD1008.an estimated accuracy of +/- 6 seconds.
 DD1008
 DD1008.The orthometric height was determined by differential leveling
 DD1008.and adjusted in June 1991.
 DD1008
 DD1008.This Tidal Bench Mark is designated as VM 3612
 DD1008.by the Center for Operational Oceanographic Products and Services.
 DD1008
 DD1008.The geoid height was determined by GEOID03.
 DD1008
 DD1008.The dynamic height is computed by dividing the NAVD 88
 DD1008.geopotential number by the normal gravity value computed on the
 DD1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1008.degrees latitude (g = 980.6199 gals.).
 DD1008
 DD1008.The modeled gravity was interpolated from observed gravity values.
 DD1008
 DD1008;                    North         East    Units  Estimated Accuracy
 DD1008;SPC NC       -    23,880.      707,660.      MT  (+/- 180 meters Scaled)
 DD1008
 DD1008                          SUPERSEDED SURVEY CONTROL
 DD1008
 DD1008.No superseded survey control is available for this station.
 DD1008
 DD1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC284616(NAD 83)
 DD1008_MARKER: DB = BENCH MARK DISK
 DD1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD1008_SP_SET: SIDEWALK
 DD1008_STAMPING: NO 1 1974
 DD1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1008
 DD1008  HISTORY     - Date     Condition        Report By
 DD1008  HISTORY     - 1974     MONUMENTED       NCGS
 DD1008  HISTORY     - 1976     GOOD             NCGS
 DD1008  HISTORY     - 19901123 GOOD             USPSQD
 DD1008  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 DD1008
 DD1008                          STATION DESCRIPTION
 DD1008
 DD1008'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1008'3.2 MI SW FROM KURE BEACH.
 DD1008'STATION IS LOCATED NEAR THE END OF US 421, INSIDE THE FENCED AREA OF
 DD1008'THE FEDERAL POINT FERRY LANDING, IN THE CONCRETE WALKWAY ON THE
 DD1008'NORTHEAST SIDE OF THE TICKET OFFICE BUILDING NEAR THE TICKET WINDOW.
 DD1008'6.6 FT. NNW OF THE EASTERNMOST CORNER OF BUILDING, 17.6 FT. SSE OF THE
 DD1008'NORTHERNMOST CORNER OF THE BUILDING, 0.3 FT. NE OF EDGE OF BUILDING,
 DD1008'32.0 FT. SW OF CENTER LINE ENTRANCE ROAD.  DISK IS SET FLUSH IN DRILL
 DD1008'HOLE IN CONCRETE WALKWAY.
 DD1008
 DD1008                          STATION RECOVERY (1990)
 DD1008
 DD1008'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 DD1008'RECOVERED IN GOOD CONDITION.
 DD1008
 DD1008                          STATION RECOVERY (1995)
 DD1008
 DD1008'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1010 ***********************************************************************
 DD1010  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1010  DESIGNATION -  865 8715 TIDAL 12
 DD1010  PID         -  DD1010
 DD1010  STATE/COUNTY-  NC/NEW HANOVER
 DD1010  USGS QUAD   -  KURE BEACH (1979)
 DD1010
 DD1010                         *CURRENT SURVEY CONTROL
 DD1010  ___________________________________________________________________
 DD1010* NAD 83(1986)-  33 57 38.     (N)    077 56 21.     (W)     SCALED    
 DD1010* NAVD 88     -         3.021  (meters)       9.91   (feet)  ADJUSTED  
 DD1010  ___________________________________________________________________
 DD1010  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 DD1010  DYNAMIC HT  -           3.018 (meters)       9.90  (feet)  COMP
 DD1010  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1010
 DD1010  VERT ORDER  -  SECOND    CLASS II
 DD1010
 DD1010.The horizontal coordinates were scaled from a topographic map and have
 DD1010.an estimated accuracy of +/- 6 seconds.
 DD1010
 DD1010.The orthometric height was determined by differential leveling
 DD1010.and adjusted in June 1991.
 DD1010
 DD1010.This Tidal Bench Mark is designated as VM 3615
 DD1010.by the Center for Operational Oceanographic Products and Services.
 DD1010
 DD1010.The geoid height was determined by GEOID03.
 DD1010
 DD1010.The dynamic height is computed by dividing the NAVD 88
 DD1010.geopotential number by the normal gravity value computed on the
 DD1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1010.degrees latitude (g = 980.6199 gals.).
 DD1010
 DD1010.The modeled gravity was interpolated from observed gravity values.
 DD1010
 DD1010;                    North         East    Units  Estimated Accuracy
 DD1010;SPC NC       -    23,880.      707,660.      MT  (+/- 180 meters Scaled)
 DD1010
 DD1010                          SUPERSEDED SURVEY CONTROL
 DD1010
 DD1010.No superseded survey control is available for this station.
 DD1010
 DD1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC284616(NAD 83)
 DD1010_MARKER: DJ = TIDAL STATION DISK
 DD1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD1010_STAMPING: NO 12 1974
 DD1010_MARK LOGO: NOS   
 DD1010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1010+STABILITY: SURFACE MOTION
 DD1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1010+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 DD1010
 DD1010  HISTORY     - Date     Condition        Report By
 DD1010  HISTORY     - 1974     MONUMENTED       NOS
 DD1010  HISTORY     - 1976     GOOD             NCGS
 DD1010  HISTORY     - 19901123 GOOD             USPSQD
 DD1010  HISTORY     - 19950729 GOOD             USPSQD
 DD1010  HISTORY     - 20000531 GOOD             NCGS
 DD1010  HISTORY     - 20000531 GOOD             NCGS
 DD1010  HISTORY     - 20080901 GOOD             GEOCAC
 DD1010
 DD1010                          STATION DESCRIPTION
 DD1010
 DD1010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1010'3.2 MI SW FROM KURE BEACH.
 DD1010'STATION IS LOCATED NEAR THE END OF US 421, INSIDE THE FENCED AREA OF
 DD1010'THE FEDERAL POINT FERRY LANDING, AT THE MIDDLE LIGHT POLE ALONG
 DD1010'NORTHEAST SIDE OF FERRY ENTRANCE ROAD.  164.5 FT. N OF NORTHERNMOST
 DD1010'CORNER OF TICKET OFFICE BUILDING, 26.0 FT. NE OF CENTER LINE ENTRANCE
 DD1010'ROAD, 2.5 FT. NE OF THE LIGHT POLE.  DISK IS SET IN THE TOP OF A
 DD1010'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 DD1010
 DD1010                          STATION RECOVERY (1990)
 DD1010
 DD1010'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 DD1010'RECOVERED IN GOOD CONDITION.
 DD1010
 DD1010                          STATION RECOVERY (1995)
 DD1010
 DD1010'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD1010'RECOVERED IN GOOD CONDITION.
 DD1010
 DD1010                          STATION RECOVERY (2000)
 DD1010
 DD1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1010'RECOVERED AS DESCRIBED.
 DD1010
 DD1010                          STATION RECOVERY (2000)
 DD1010
 DD1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1010'RECOVERED AS DESCRIBED.
 DD1010
 DD1010                          STATION RECOVERY (2008)
 DD1010
 DD1010'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 DD1010'VERIFIED EXISTENCE ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1011 ***********************************************************************
 DD1011  DESIGNATION -  865 8715 TIDAL 12 RM
 DD1011  PID         -  DD1011
 DD1011  STATE/COUNTY-  NC/NEW HANOVER
 DD1011  USGS QUAD   -  KURE BEACH (1979)
 DD1011
 DD1011                         *CURRENT SURVEY CONTROL
 DD1011  ___________________________________________________________________
 DD1011* NAD 83(1986)-  33 57 38.     (N)    077 56 21.     (W)     SCALED    
 DD1011* NAVD 88     -         1.904  (meters)       6.25   (feet)  ADJUSTED  
 DD1011  ___________________________________________________________________
 DD1011  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 DD1011  DYNAMIC HT  -           1.902 (meters)       6.24  (feet)  COMP
 DD1011  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1011
 DD1011  VERT ORDER  -  SECOND    CLASS II
 DD1011
 DD1011.The horizontal coordinates were scaled from a topographic map and have
 DD1011.an estimated accuracy of +/- 6 seconds.
 DD1011
 DD1011.The orthometric height was determined by differential leveling
 DD1011.and adjusted in June 1991.
 DD1011
 DD1011.The geoid height was determined by GEOID03.
 DD1011
 DD1011.The dynamic height is computed by dividing the NAVD 88
 DD1011.geopotential number by the normal gravity value computed on the
 DD1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1011.degrees latitude (g = 980.6199 gals.).
 DD1011
 DD1011.The modeled gravity was interpolated from observed gravity values.
 DD1011
 DD1011;                    North         East    Units  Estimated Accuracy
 DD1011;SPC NC       -    23,880.      707,660.      MT  (+/- 180 meters Scaled)
 DD1011
 DD1011                          SUPERSEDED SURVEY CONTROL
 DD1011
 DD1011.No superseded survey control is available for this station.
 DD1011
 DD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC284616(NAD 83)
 DD1011_MARKER: X = CHISELED CROSS
 DD1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD1011_SP_SET: PIER
 DD1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1011
 DD1011  HISTORY     - Date     Condition        Report By
 DD1011  HISTORY     - UNK      MONUMENTED       NCGS
 DD1011  HISTORY     - 1976     GOOD             NCGS
 DD1011  HISTORY     - 19901123 GOOD             USPSQD
 DD1011
 DD1011                          STATION DESCRIPTION
 DD1011
 DD1011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1011'3.2 MI SW FROM KURE BEACH.
 DD1011'STATION IS LOCATED NEAR THE END OF US 421, INSIDE THE FENCED AREA OF
 DD1011'THE FEDERAL POINT FERRY LANDING.  MARK IS A CHISELED CROSS ON TOP OF
 DD1011'THE CONCRETE PIER ON THE SOUTHWEST SIDE OF THE LOADING RAMP OF THE
 DD1011'FERRY LANDING.
 DD1011
 DD1011                          STATION RECOVERY (1990)
 DD1011
 DD1011'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 DD1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1007 ***********************************************************************
 DD1007  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1007  DESIGNATION -  865 8715 TIDAL 2
 DD1007  PID         -  DD1007
 DD1007  STATE/COUNTY-  NC/NEW HANOVER
 DD1007  USGS QUAD   -  KURE BEACH (1979)
 DD1007
 DD1007                         *CURRENT SURVEY CONTROL
 DD1007  ___________________________________________________________________
 DD1007* NAD 83(1986)-  33 57 38.     (N)    077 56 21.     (W)     SCALED    
 DD1007* NAVD 88     -         2.788  (meters)       9.15   (feet)  ADJUSTED  
 DD1007  ___________________________________________________________________
 DD1007  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 DD1007  DYNAMIC HT  -           2.786 (meters)       9.14  (feet)  COMP
 DD1007  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1007
 DD1007  VERT ORDER  -  SECOND    CLASS II
 DD1007
 DD1007.The horizontal coordinates were scaled from a topographic map and have
 DD1007.an estimated accuracy of +/- 6 seconds.
 DD1007
 DD1007.The orthometric height was determined by differential leveling
 DD1007.and adjusted in June 1991.
 DD1007
 DD1007.This Tidal Bench Mark is designated as VM 3613
 DD1007.by the Center for Operational Oceanographic Products and Services.
 DD1007
 DD1007.The geoid height was determined by GEOID03.
 DD1007
 DD1007.The dynamic height is computed by dividing the NAVD 88
 DD1007.geopotential number by the normal gravity value computed on the
 DD1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1007.degrees latitude (g = 980.6199 gals.).
 DD1007
 DD1007.The modeled gravity was interpolated from observed gravity values.
 DD1007
 DD1007;                    North         East    Units  Estimated Accuracy
 DD1007;SPC NC       -    23,880.      707,660.      MT  (+/- 180 meters Scaled)
 DD1007
 DD1007                          SUPERSEDED SURVEY CONTROL
 DD1007
 DD1007.No superseded survey control is available for this station.
 DD1007
 DD1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC284616(NAD 83)
 DD1007_MARKER: DB = BENCH MARK DISK
 DD1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD1007_SP_SET: BASE
 DD1007_STAMPING: NO 2 1974
 DD1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1007+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 DD1007
 DD1007  HISTORY     - Date     Condition        Report By
 DD1007  HISTORY     - 1974     MONUMENTED       NCGS
 DD1007  HISTORY     - 1976     GOOD             NCGS
 DD1007  HISTORY     - 19901123 MARK NOT FOUND   USPSQD
 DD1007  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 DD1007  HISTORY     - 20000822 GOOD             USE
 DD1007  HISTORY     - 20050116 GOOD             USPSQD
 DD1007  HISTORY     - 20060903 GOOD             USPSQD
 DD1007
 DD1007                          STATION DESCRIPTION
 DD1007
 DD1007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1007'3.2 MI SW FROM KURE BEACH.
 DD1007'STATION IS LOCATED NEAR THE END OF US 421, INSIDE THE FENCED AREA OF
 DD1007'THE FEDERAL POINT FERRY LANDING, IN BASE OF FLAG POLE.  31.0 FT. SW OF
 DD1007'CENTER LINE ENTRANCE ROAD, 32.0 FT. SSE OF EASTERNMOST CORNER OF
 DD1007'TICKET OFFICE BUILDING, 0.3 FT. NE OF METAL FLAG POLE.  DISK IS SET
 DD1007'FLUSH IN DRILL HOLE IN CONCRETE BASE.
 DD1007
 DD1007                          STATION RECOVERY (1990)
 DD1007
 DD1007'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 DD1007'MARK NOT FOUND.
 DD1007
 DD1007                          STATION RECOVERY (1995)
 DD1007
 DD1007'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD1007'MARK NOT FOUND.
 DD1007
 DD1007                          STATION RECOVERY (2000)
 DD1007
 DD1007'RECOVERY NOTE BY US ENGINEERS 2000 (SV)
 DD1007'BM IS -  NNE 13.0 FEET FROM NEW FLAGPOLE, SW 9.5 FEET FROM ASPHALT EP,
 DD1007'SE 32.0 FEET FROM THE NE BLDG. COR. ADJ. WOMEN'S RESTROOM, EAST 45.3
 DD1007'FEET FROM THE SE BLDG. COR. ADJ. MEN'S RESTROOM.
 DD1007'NOTE- TIDAL 2 WAS FOUND TO BE 0.1 FEET TOO HIGH WHEN LEVELED BY BRIAN
 DD1007'SHANNON, USACE, AND JAMES HUBBARD, NOAA, ON 22 MARCH 2001 FROM K 233
 DD1007
 DD1007                          STATION RECOVERY (2005)
 DD1007
 DD1007'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1007'RECOVERED IN GOOD CONDITION.
 DD1007
 DD1007                          STATION RECOVERY (2006)
 DD1007
 DD1007'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1009 ***********************************************************************
 DD1009  TIDAL BM    -  This is a Tidal Bench Mark.
 DD1009  DESIGNATION -  865 8715 TIDAL 3
 DD1009  PID         -  DD1009
 DD1009  STATE/COUNTY-  NC/NEW HANOVER
 DD1009  USGS QUAD   -  KURE BEACH (1979)
 DD1009
 DD1009                         *CURRENT SURVEY CONTROL
 DD1009  ___________________________________________________________________
 DD1009* NAD 83(1986)-  33 57 38.     (N)    077 56 21.     (W)     SCALED    
 DD1009* NAVD 88     -         3.012  (meters)       9.88   (feet)  ADJUSTED  
 DD1009  ___________________________________________________________________
 DD1009  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 DD1009  DYNAMIC HT  -           3.009 (meters)       9.87  (feet)  COMP
 DD1009  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1009
 DD1009  VERT ORDER  -  SECOND    CLASS II
 DD1009
 DD1009.The horizontal coordinates were scaled from a topographic map and have
 DD1009.an estimated accuracy of +/- 6 seconds.
 DD1009
 DD1009.The orthometric height was determined by differential leveling
 DD1009.and adjusted in June 1991.
 DD1009
 DD1009.This Tidal Bench Mark is designated as VM 3614
 DD1009.by the Center for Operational Oceanographic Products and Services.
 DD1009
 DD1009.The geoid height was determined by GEOID03.
 DD1009
 DD1009.The dynamic height is computed by dividing the NAVD 88
 DD1009.geopotential number by the normal gravity value computed on the
 DD1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1009.degrees latitude (g = 980.6199 gals.).
 DD1009
 DD1009.The modeled gravity was interpolated from observed gravity values.
 DD1009
 DD1009;                    North         East    Units  Estimated Accuracy
 DD1009;SPC NC       -    23,880.      707,660.      MT  (+/- 180 meters Scaled)
 DD1009
 DD1009                          SUPERSEDED SURVEY CONTROL
 DD1009
 DD1009.No superseded survey control is available for this station.
 DD1009
 DD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC284616(NAD 83)
 DD1009_MARKER: DJ = TIDAL STATION DISK
 DD1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD1009_STAMPING: NO 3 1974
 DD1009_MARK LOGO: NOS   
 DD1009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1009+STABILITY: SURFACE MOTION
 DD1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1009+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 DD1009
 DD1009  HISTORY     - Date     Condition        Report By
 DD1009  HISTORY     - 1974     MONUMENTED       NOS
 DD1009  HISTORY     - 1976     GOOD             NCGS
 DD1009  HISTORY     - 19901123 GOOD             USPSQD
 DD1009  HISTORY     - 19950729 GOOD             USPSQD
 DD1009  HISTORY     - 20000531 GOOD             NCGS
 DD1009  HISTORY     - 20000531 GOOD             NCGS
 DD1009  HISTORY     - 20050116 GOOD             USPSQD
 DD1009  HISTORY     - 20060903 GOOD             USPSQD
 DD1009
 DD1009                          STATION DESCRIPTION
 DD1009
 DD1009'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1009'3.2 MI SW FROM KURE BEACH.
 DD1009'STATION IS LOCATED NEAR THE END OF US 421, INSIDE THE FENCED AREA OF
 DD1009'THE FEDERAL POINT FERRY LANDING, AT THE 2ND LIGHT POLE FROM ENTRANCE
 DD1009'GATE.  66.5 FT. NNE OF NORTHERNMOST CORNER OF TICKET OFFICE BUILDING,
 DD1009'28.0 FT. NE OF CENTER LINE FERRY ENTRANCE ROAD, 2.0 FT. NNW OF THE
 DD1009'LIGHT POLE.  DISK IS SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 DD1009'SURFACE OF THE GROUND.
 DD1009
 DD1009                          STATION RECOVERY (1990)
 DD1009
 DD1009'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 DD1009'RECOVERED IN GOOD CONDITION.
 DD1009
 DD1009                          STATION RECOVERY (1995)
 DD1009
 DD1009'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD1009'RECOVERED IN GOOD CONDITION.
 DD1009
 DD1009                          STATION RECOVERY (2000)
 DD1009
 DD1009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1009'RECOVERED AS DESCRIBED.
 DD1009
 DD1009                          STATION RECOVERY (2000)
 DD1009
 DD1009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DD1009'RECOVERED AS DESCRIBED.
 DD1009
 DD1009                          STATION RECOVERY (2005)
 DD1009
 DD1009'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD1009'RECOVERED IN GOOD CONDITION.
 DD1009
 DD1009                          STATION RECOVERY (2006)
 DD1009
 DD1009'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0990 ***********************************************************************
 DD0990  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0990  DESIGNATION -  865 9084 TIDAL 1 B
 DD0990  PID         -  DD0990
 DD0990  STATE/COUNTY-  NC/BRUNSWICK
 DD0990  USGS QUAD   -  SOUTHPORT (1990)
 DD0990
 DD0990                         *CURRENT SURVEY CONTROL
 DD0990  ___________________________________________________________________
 DD0990* NAD 83(1986)-  33 55 11.     (N)    078 01 09.     (W)     SCALED    
 DD0990* NAVD 88     -         5.868  (meters)      19.25   (feet)  ADJUSTED  
 DD0990  ___________________________________________________________________
 DD0990  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 DD0990  DYNAMIC HT  -           5.862 (meters)      19.23  (feet)  COMP
 DD0990  MODELED GRAV-     979,613.6   (mgal)                       NAVD 88
 DD0990
 DD0990  VERT ORDER  -  FIRST     CLASS II
 DD0990
 DD0990.The horizontal coordinates were scaled from a topographic map and have
 DD0990.an estimated accuracy of +/- 6 seconds.
 DD0990
 DD0990.The orthometric height was determined by differential leveling
 DD0990.and adjusted in June 1991.
 DD0990
 DD0990.This Tidal Bench Mark is designated as VM 3628
 DD0990.by the Center for Operational Oceanographic Products and Services.
 DD0990
 DD0990.The geoid height was determined by GEOID03.
 DD0990
 DD0990.The dynamic height is computed by dividing the NAVD 88
 DD0990.geopotential number by the normal gravity value computed on the
 DD0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0990.degrees latitude (g = 980.6199 gals.).
 DD0990
 DD0990.The modeled gravity was interpolated from observed gravity values.
 DD0990
 DD0990;                    North         East    Units  Estimated Accuracy
 DD0990;SPC NC       -    19,280.      700,310.      MT  (+/- 180 meters Scaled)
 DD0990
 DD0990                          SUPERSEDED SURVEY CONTROL
 DD0990
 DD0990  NGVD 29 (10/06/93)    6.204  (m)           20.35   (f) ADJUSTED    1 2
 DD0990
 DD0990.Superseded values are not recommended for survey control.
 DD0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0990.See file dsdata.txt to determine how the superseded data were derived.
 DD0990
 DD0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT755572(NAD 83)
 DD0990_MARKER: DJ = TIDAL STATION DISK
 DD0990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DD0990_SP_SET: CONCRETE SIDEWALK
 DD0990_STAMPING: NO 1 B 1974
 DD0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0990+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 DD0990
 DD0990  HISTORY     - Date     Condition        Report By
 DD0990  HISTORY     - 1974     MONUMENTED       NOS
 DD0990  HISTORY     - 1979     GOOD             NCGS
 DD0990  HISTORY     - 20060206 GOOD             USPSQD
 DD0990
 DD0990                          STATION DESCRIPTION
 DD0990
 DD0990'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 DD0990'IN SOUTHPORT.
 DD0990'1.4 MILES SOUTH ALONG N.C. 211 AND HOWE STREET FROM THE JUNCTION
 DD0990'WITH N.C. 87 AT SOUTHPORT, SET IN THE SIDEWALK IN NORTHEAST
 DD0990'QUADRANT OF INTERSECTION WITH NASH STREET, 0.1 MILE NORTH OF THE
 DD0990'SOUTHPORT POST OFFICE, 59.0 FEET NORTHEAST OF CENTER OF INTERSECTION,
 DD0990'48.0 FEET NORTH OF CENTERLINE OF NASH STREET, 8.0 FEET NORTH OF
 DD0990'NORTH CURB OF NASH STREET, 41.2 FEET EAST OF HOWE TRAVERSE STATION
 DD0990'AND 1.0 FEET EAST OF EAST CURB OF HOWE STREET.
 DD0990'THE MARK IS 0.6 FT ABOVE STREET.
 DD0990
 DD0990                          STATION RECOVERY (2006)
 DD0990
 DD0990'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0991 ***********************************************************************
 DD0991  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0991  DESIGNATION -  865 9084 TIDAL 2
 DD0991  PID         -  DD0991
 DD0991  STATE/COUNTY-  NC/BRUNSWICK
 DD0991  USGS QUAD   -  SOUTHPORT (1990)
 DD0991
 DD0991                         *CURRENT SURVEY CONTROL
 DD0991  ___________________________________________________________________
 DD0991* NAD 83(1986)-  33 55 03.     (N)    078 01 00.     (W)     SCALED    
 DD0991* NAVD 88     -         5.655  (meters)      18.55   (feet)  ADJUSTED  
 DD0991  ___________________________________________________________________
 DD0991  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 DD0991  DYNAMIC HT  -           5.649 (meters)      18.53  (feet)  COMP
 DD0991  MODELED GRAV-     979,613.3   (mgal)                       NAVD 88
 DD0991
 DD0991  VERT ORDER  -  FIRST     CLASS II
 DD0991
 DD0991.The horizontal coordinates were scaled from a topographic map and have
 DD0991.an estimated accuracy of +/- 6 seconds.
 DD0991
 DD0991.The orthometric height was determined by differential leveling
 DD0991.and adjusted in June 1991.
 DD0991
 DD0991.This Tidal Bench Mark is designated as VM 3629
 DD0991.by the Center for Operational Oceanographic Products and Services.
 DD0991
 DD0991.The geoid height was determined by GEOID03.
 DD0991
 DD0991.The dynamic height is computed by dividing the NAVD 88
 DD0991.geopotential number by the normal gravity value computed on the
 DD0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0991.degrees latitude (g = 980.6199 gals.).
 DD0991
 DD0991.The modeled gravity was interpolated from observed gravity values.
 DD0991
 DD0991;                    North         East    Units  Estimated Accuracy
 DD0991;SPC NC       -    19,030.      700,550.      MT  (+/- 180 meters Scaled)
 DD0991
 DD0991                          SUPERSEDED SURVEY CONTROL
 DD0991
 DD0991  NGVD 29 (10/06/93)    5.991  (m)           19.66   (f) ADJUSTED    1 2
 DD0991
 DD0991.Superseded values are not recommended for survey control.
 DD0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0991.See file dsdata.txt to determine how the superseded data were derived.
 DD0991
 DD0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT758570(NAD 83)
 DD0991_MARKER: DB = BENCH MARK DISK
 DD0991_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DD0991+WITH SETTING: PAVEMENT
 DD0991_SP_SET: FLAGPOLE BASE
 DD0991_STAMPING: NO 2 1974
 DD0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0991+STABILITY: SURFACE MOTION
 DD0991
 DD0991  HISTORY     - Date     Condition        Report By
 DD0991  HISTORY     - 1974     MONUMENTED       NOS
 DD0991  HISTORY     - 1979     GOOD             NCGS
 DD0991  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD0991
 DD0991                          STATION DESCRIPTION
 DD0991
 DD0991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 DD0991'IN SOUTHPORT.
 DD0991'1.55 MILES SOUTH ALONG N.C. 211 AND HOWE STREET FROM THE JUNCTION
 DD0991'WITH N.C. 87 AT SOUTHPORT, THENCE 0.2 MILE EAST ALONG BAY STREET,
 DD0991'SET IN TOP OF BASE FOR FLAGPOLE IN FRONT OF A WHITE FRAME BUILDING
 DD0991'223 (OLD USO HUT), 64.0 FEET NORTH OF CENTERLINE OF STREET, 44.5
 DD0991'FEET SOUTH OF FRONT DOOR OF BUILDING, 71.0 FEET EAST OF CENTER
 DD0991'OF A LARGE BOULDER WITH --DAUGHTERS OF 1812-- PLAQUE AND 151.0
 DD0991'FEET EAST OF GAR 2 TRAVERSE STATION.
 DD0991'THE MARK IS 1 FT ABOVE GROUND.
 DD0991
 DD0991                          STATION RECOVERY (2004)
 DD0991
 DD0991'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9319 ***********************************************************************
 DE9319  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9319  DESIGNATION -  86E 200
 DE9319  PID         -  DE9319
 DE9319  STATE/COUNTY-  NC/GUILFORD
 DE9319  USGS QUAD   -  GREENSBORO (1994)
 DE9319
 DE9319                         *CURRENT SURVEY CONTROL
 DE9319  ___________________________________________________________________
 DE9319* NAD 83(2007)-  36 07 29.89818(N)    079 47 15.67357(W)     ADJUSTED  
 DE9319* NAVD 88     -       244.50   (meters)     802.2    (feet)  GPS OBS   
 DE9319  ___________________________________________________________________
 DE9319  EPOCH DATE  -        2002.00
 DE9319  X           -     914,495.455 (meters)                     COMP
 DE9319  Y           -  -5,076,292.568 (meters)                     COMP
 DE9319  Z           -   3,739,527.122 (meters)                     COMP
 DE9319  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 DE9319  ELLIP HEIGHT-         213.386 (meters)          (02/10/07) ADJUSTED
 DE9319  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 DE9319
 DE9319  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9319  Type    PID    Designation                      North   East  Ellip
 DE9319  -------------------------------------------------------------------
 DE9319  NETWORK DE9319 86E 200                           1.31   1.04   1.96
 DE9319  -------------------------------------------------------------------
 DE9319
 DE9319.The horizontal coordinates were established by GPS observations
 DE9319.and adjusted by the National Geodetic Survey in February 2007.
 DE9319
 DE9319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9319.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9319.The horizontal coordinates are valid at the epoch date displayed above.
 DE9319.The epoch date for horizontal control is a decimal equivalence
 DE9319.of Year/Month/Day.
 DE9319
 DE9319.The orthometric height was determined by GPS observations and a
 DE9319.high-resolution geoid model.
 DE9319.The orthometric height was determined by GPS observations and a
 DE9319.high-resolution geoid model using precise GPS observation and
 DE9319.processing techniques.
 DE9319
 DE9319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9319
 DE9319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9319
 DE9319.The ellipsoidal height was determined by GPS observations
 DE9319.and is referenced to NAD 83.
 DE9319
 DE9319.The geoid height was determined by GEOID03.
 DE9319
 DE9319;                    North         East     Units Scale Factor Converg.
 DE9319;SPC NC       -   263,748.535   538,694.219   MT  0.99998863   -0 27 16.7
 DE9319;SPC NC       -   865,314.99  1,767,365.95   sFT  0.99998863   -0 27 16.7
 DE9319;UTM  17      - 3,998,490.268   609,092.733   MT  0.99974664   +0 42 53.2
 DE9319
 DE9319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9319!SPC NC       -   0.99996651  x   0.99998863  =   0.99995514
 DE9319!UTM  17      -   0.99996651  x   0.99974664  =   0.99971316
 DE9319
 DE9319:                Primary Azimuth Mark                     Grid Az
 DE9319:SPC NC       -  COG 111=86E 202                          154 16 23.5
 DE9319:UTM  17      -  COG 111=86E 202                          153 06 13.6
 DE9319
 DE9319|---------------------------------------------------------------------|
 DE9319| PID    Reference Object                     Distance      Geod. Az  |
 DE9319|                                                           dddmmss.s |
 DE9319| DE9373 COG 111=86E 202                     APPROX. 0.5 KM 1534906.8 |
 DE9319|---------------------------------------------------------------------|
 DE9319
 DE9319                          SUPERSEDED SURVEY CONTROL
 DE9319
 DE9319  NAD 83(2001)-  36 07 29.89867(N)    079 47 15.67312(W) AD(       ) 1
 DE9319  ELLIP H (03/13/03)  213.382  (m)                       GP(       ) 4 2
 DE9319  NAD 83(1986)-  36 07 29.90509(N)    079 47 15.68044(W) AD(       ) 1
 DE9319
 DE9319.Superseded values are not recommended for survey control.
 DE9319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9319.See file dsdata.txt to determine how the superseded data were derived.
 DE9319
 DE9319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0909398490(NAD 83)
 DE9319_MARKER: DD = SURVEY DISK
 DE9319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9319_STAMPING: 86E.200 7/97
 DE9319_MARK LOGO: NC1940
 DE9319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9319+STABILITY: SURFACE MOTION
 DE9319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9319+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9319
 DE9319  HISTORY     - Date     Condition        Report By
 DE9319  HISTORY     - 1997     MONUMENTED       NC1940
 DE9319
 DE9319                          STATION DESCRIPTION
 DE9319
 DE9319'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9319'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH OF THE CITY-COUNTY
 DE9319'GOVERNMENT COMPLEX IN DOWNTOWN GREENSBORO, 8.5 MI (13.7 KM) EAST OF
 DE9319'THE PIEDMONT TRIAD INTERNATIONAL AIRPORT, AND AT THE INTERSECTION OF
 DE9319'CHURCH STREET AND BERRYMAN STREET.
 DE9319'PROCEED ALONG CONE BOULEVARD FOR 1.4 MI (2.3 KM) WEST FROM US 29 -
 DE9319'OHENRY BOULEVARD, THENCE RIGHT/NORTH FOR 1.0 MI (1.6 KM) ALONG CHURCH
 DE9319'STREET TO BERRYMAN STREET ON LEFT AND STATION IN THE NORTHWEST
 DE9319'QUADRANT OF INTERSECTION.
 DE9319'MARK IS LEVEL WITH CENTER OF ROAD, AND FLUSH WITH THE GROUND. LOCATED
 DE9319'27.0 FT (8.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF CHURCH STREET,
 DE9319'99.5 FT (30.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF BERRYMAN STREET,
 DE9319'82.5 FT (25.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE,
 DE9319'50.6 FT (15.4 M) NORTHWEST OF A POWER POLE, AND 61.9 FT (18.9 M)
 DE9319'NORTH-NORTHEAST OF AN 18-INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0672 ***********************************************************************
 FA0672  DESIGNATION -  873
 FA0672  PID         -  FA0672
 FA0672  STATE/COUNTY-  NC/CATAWBA
 FA0672  USGS QUAD   -  CATAWBA (1970)
 FA0672
 FA0672                         *CURRENT SURVEY CONTROL
 FA0672  ___________________________________________________________________
 FA0672* NAD 83(1986)-  35 42 27.     (N)    081 04 32.     (W)     SCALED    
 FA0672* NAVD 88     -       265.545  (meters)     871.21   (feet)  ADJUSTED  
 FA0672  ___________________________________________________________________
 FA0672  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA0672  DYNAMIC HT  -         265.301 (meters)     870.41  (feet)  COMP
 FA0672  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 FA0672
 FA0672  VERT ORDER  -  FIRST     CLASS I
 FA0672
 FA0672.The horizontal coordinates were scaled from a topographic map and have
 FA0672.an estimated accuracy of +/- 6 seconds.
 FA0672
 FA0672.The orthometric height was determined by differential leveling
 FA0672.and adjusted in June 1991.
 FA0672
 FA0672.The geoid height was determined by GEOID03.
 FA0672
 FA0672.The dynamic height is computed by dividing the NAVD 88
 FA0672.geopotential number by the normal gravity value computed on the
 FA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0672.degrees latitude (g = 980.6199 gals.).
 FA0672
 FA0672.The modeled gravity was interpolated from observed gravity values.
 FA0672
 FA0672;                    North         East    Units  Estimated Accuracy
 FA0672;SPC NC       -   219,110.      421,810.      MT  (+/- 180 meters Scaled)
 FA0672
 FA0672                          SUPERSEDED SURVEY CONTROL
 FA0672
 FA0672  NGVD 29 (??/??/92)  265.762  (m)          871.92   (f) ADJ UNCH    1 1
 FA0672
 FA0672.Superseded values are not recommended for survey control.
 FA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0672.See file dsdata.txt to determine how the superseded data were derived.
 FA0672
 FA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV931515(NAD 83)
 FA0672_MARKER: DB = BENCH MARK DISK
 FA0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0672_SP_SET: BUILDING
 FA0672_STAMPING: 872.052
 FA0672_MARK LOGO: USGS  
 FA0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0672+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1998
 FA0672
 FA0672  HISTORY     - Date     Condition        Report By
 FA0672  HISTORY     - UNK      MONUMENTED       USGS
 FA0672  HISTORY     - 1967     GOOD             NGS
 FA0672  HISTORY     - 19980121 GOOD             NCGS
 FA0672
 FA0672                          STATION DESCRIPTION
 FA0672
 FA0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0672'0.1 MI SE FROM CATAWBA.
 FA0672'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE SOUTHERN
 FA0672'RAILWAY COMPANY RAILROAD STATION AT CATAWBA, 128 YARDS SOUTH OF
 FA0672'THE SOUTH END OF THE STATE HIGHWAY 10 OVERPASS FOR THE SOUTHERN
 FA0672'RAILWAY COMPANY RAILROAD TRACKS, 37 FEET WEST OF THE CENTERLINE
 FA0672'OF STATE HIGHWAY 10, A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY
 FA0672'IN THE EAST FACE OF THE EAST BRICK WALL OF A BUILDING NOW OCCUPIED
 FA0672'BY COULTERS FOOD MARKET, 12 FEET NORTH OF THE CENTER OF THE EAST
 FA0672'ENTRANCE TO THE BUILDING, 8 INCHES SOUTH OF THE NORTHEAST CORNER
 FA0672'OF THE BUILDING, 45 FEET NORTH OF THE CENTERLINE OF A PAVED STREET,
 FA0672'AND 1.8 FEET ABOVE THE LEVEL OF A SIDEWALK.
 FA0672
 FA0672                          STATION RECOVERY (1998)
 FA0672
 FA0672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FA0672'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9450 ***********************************************************************
 DE9450  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9450  DESIGNATION -  87E 200
 DE9450  PID         -  DE9450
 DE9450  STATE/COUNTY-  NC/GUILFORD
 DE9450  USGS QUAD   -  GREENSBORO (1994)
 DE9450
 DE9450                         *CURRENT SURVEY CONTROL
 DE9450  ___________________________________________________________________
 DE9450* NAD 83(2007)-  36 07 00.31966(N)    079 46 30.52163(W)     ADJUSTED  
 DE9450* NAVD 88     -       232.65   (meters)     763.3    (feet)  GPS OBS   
 DE9450  ___________________________________________________________________
 DE9450  EPOCH DATE  -        2002.00
 DE9450  X           -     915,700.366 (meters)                     COMP
 DE9450  Y           -  -5,076,611.834 (meters)                     COMP
 DE9450  Z           -   3,738,783.735 (meters)                     COMP
 DE9450  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 DE9450  ELLIP HEIGHT-         201.638 (meters)          (02/10/07) ADJUSTED
 DE9450  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DE9450
 DE9450  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9450  Type    PID    Designation                      North   East  Ellip
 DE9450  -------------------------------------------------------------------
 DE9450  NETWORK DE9450 87E 200                           1.37   1.20   2.35
 DE9450  -------------------------------------------------------------------
 DE9450
 DE9450.The horizontal coordinates were established by GPS observations
 DE9450.and adjusted by the National Geodetic Survey in February 2007.
 DE9450
 DE9450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9450.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9450.The horizontal coordinates are valid at the epoch date displayed above.
 DE9450.The epoch date for horizontal control is a decimal equivalence
 DE9450.of Year/Month/Day.
 DE9450
 DE9450.The orthometric height was determined by GPS observations and a
 DE9450.high-resolution geoid model.
 DE9450.The orthometric height was determined by GPS observations and a
 DE9450.high-resolution geoid model using precise GPS observation and
 DE9450.processing techniques.
 DE9450
 DE9450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9450
 DE9450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9450
 DE9450.The ellipsoidal height was determined by GPS observations
 DE9450.and is referenced to NAD 83.
 DE9450
 DE9450.The geoid height was determined by GEOID03.
 DE9450
 DE9450;                    North         East     Units Scale Factor Converg.
 DE9450;SPC NC       -   262,828.001   539,816.117   MT  0.99998645   -0 26 50.6
 DE9450;SPC NC       -   862,294.87  1,771,046.71   sFT  0.99998645   -0 26 50.6
 DE9450;UTM  17      - 3,997,593.037   610,232.912   MT  0.99974972   +0 43 19.4
 DE9450
 DE9450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9450!SPC NC       -   0.99996835  x   0.99998645  =   0.99995480
 DE9450!UTM  17      -   0.99996835  x   0.99974972  =   0.99971808
 DE9450
 DE9450:                Primary Azimuth Mark                     Grid Az
 DE9450:SPC NC       -  87E 201                                  022 51 05.2
 DE9450:UTM  17      -  87E 201                                  021 40 55.2
 DE9450
 DE9450|---------------------------------------------------------------------|
 DE9450| PID    Reference Object                     Distance      Geod. Az  |
 DE9450|                                                           dddmmss.s |
 DE9450| DE9451 87E 201                             423.305 METERS 0222414.6 |
 DE9450|---------------------------------------------------------------------|
 DE9450
 DE9450                          SUPERSEDED SURVEY CONTROL
 DE9450
 DE9450  NAD 83(2001)-  36 07 00.32007(N)    079 46 30.52117(W) AD(       ) 1
 DE9450  ELLIP H (03/13/03)  201.637  (m)                       GP(       ) 4 2
 DE9450  NAD 83(1986)-  36 07 00.32638(N)    079 46 30.52830(W) AD(       ) 1
 DE9450
 DE9450.Superseded values are not recommended for survey control.
 DE9450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9450.See file dsdata.txt to determine how the superseded data were derived.
 DE9450
 DE9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1023397593(NAD 83)
 DE9450_MARKER: DD = SURVEY DISK
 DE9450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9450_STAMPING: 87E200 1999
 DE9450_MARK LOGO: NC1940
 DE9450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9450+STABILITY: SURFACE MOTION
 DE9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9450+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9450
 DE9450  HISTORY     - Date     Condition        Report By
 DE9450  HISTORY     - 1999     MONUMENTED       NC1940
 DE9450
 DE9450                          STATION DESCRIPTION
 DE9450
 DE9450'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9450'STATION IS ABOUT 3.2 MI (5.1 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9450'GREENSBORO GOVERNMENT PLAZA, IN THE OHENRY OAKS AREA.
 DE9450'ALONG YANCEYVILLE STREET, 0.3 MI (0.5 KM) NORTH OF WEST CONE
 DE9450'BOULEVARD, ON WEST SIDE OF STREET AND IN SOUTH YARD OF EMANUEL
 DE9450'WESLEYAN CHURCH.
 DE9450'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTER OF ROAD AND RECESSED
 DE9450'4-INCHES BELOW THE GROUND. LOCATED 42.0 FT (12.8 M) WEST OF CENTERLINE
 DE9450'OF YANCEYVILLE STREET, 19.0 FT (5.8 M) SOUTH OF CENTERLINE OF A
 DE9450'DRIVEWAY, AND 11.0 FT (3.4 M) NORTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9451 ***********************************************************************
 DE9451  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9451  DESIGNATION -  87E 201
 DE9451  PID         -  DE9451
 DE9451  STATE/COUNTY-  NC/GUILFORD
 DE9451  USGS QUAD   -  GREENSBORO (1994)
 DE9451
 DE9451                         *CURRENT SURVEY CONTROL
 DE9451  ___________________________________________________________________
 DE9451* NAD 83(2007)-  36 07 13.01656(N)    079 46 24.07004(W)     ADJUSTED  
 DE9451* NAVD 88     -       245.09   (meters)     804.1    (feet)  GPS OBS   
 DE9451  ___________________________________________________________________
 DE9451  EPOCH DATE  -        2002.00
 DE9451  X           -     915,819.978 (meters)                     COMP
 DE9451  Y           -  -5,076,366.041 (meters)                     COMP
 DE9451  Z           -   3,739,107.203 (meters)                     COMP
 DE9451  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 DE9451  ELLIP HEIGHT-         214.064 (meters)          (02/10/07) ADJUSTED
 DE9451  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 DE9451
 DE9451  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9451  Type    PID    Designation                      North   East  Ellip
 DE9451  -------------------------------------------------------------------
 DE9451  NETWORK DE9451 87E 201                           1.25   1.12   2.02
 DE9451  -------------------------------------------------------------------
 DE9451
 DE9451.The horizontal coordinates were established by GPS observations
 DE9451.and adjusted by the National Geodetic Survey in February 2007.
 DE9451
 DE9451.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9451.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9451.The horizontal coordinates are valid at the epoch date displayed above.
 DE9451.The epoch date for horizontal control is a decimal equivalence
 DE9451.of Year/Month/Day.
 DE9451
 DE9451.The orthometric height was determined by GPS observations and a
 DE9451.high-resolution geoid model.
 DE9451.The orthometric height was determined by GPS observations and a
 DE9451.high-resolution geoid model using precise GPS observation and
 DE9451.processing techniques.
 DE9451
 DE9451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9451
 DE9451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9451
 DE9451.The ellipsoidal height was determined by GPS observations
 DE9451.and is referenced to NAD 83.
 DE9451
 DE9451.The geoid height was determined by GEOID03.
 DE9451
 DE9451;                    North         East     Units Scale Factor Converg.
 DE9451;SPC NC       -   263,218.077   539,980.503   MT  0.99998738   -0 26 46.9
 DE9451;SPC NC       -   863,574.64  1,771,586.03   sFT  0.99998738   -0 26 46.9
 DE9451;UTM  17      - 3,997,986.293   610,389.266   MT  0.99975015   +0 43 23.4
 DE9451
 DE9451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9451!SPC NC       -   0.99996640  x   0.99998738  =   0.99995378
 DE9451!UTM  17      -   0.99996640  x   0.99975015  =   0.99971656
 DE9451
 DE9451:                Primary Azimuth Mark                     Grid Az
 DE9451:SPC NC       -  87E 200                                  202 51 05.3
 DE9451:UTM  17      -  87E 200                                  201 40 55.0
 DE9451
 DE9451|---------------------------------------------------------------------|
 DE9451| PID    Reference Object                     Distance      Geod. Az  |
 DE9451|                                                           dddmmss.s |
 DE9451| DE9450 87E 200                             423.305 METERS 2022418.4 |
 DE9451|---------------------------------------------------------------------|
 DE9451
 DE9451                          SUPERSEDED SURVEY CONTROL
 DE9451
 DE9451  NAD 83(2001)-  36 07 13.01698(N)    079 46 24.06956(W) AD(       ) 1
 DE9451  ELLIP H (03/13/03)  214.064  (m)                       GP(       ) 4 2
 DE9451  NAD 83(1986)-  36 07 13.02331(N)    079 46 24.07674(W) AD(       ) 1
 DE9451
 DE9451.Superseded values are not recommended for survey control.
 DE9451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9451.See file dsdata.txt to determine how the superseded data were derived.
 DE9451
 DE9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1038997986(NAD 83)
 DE9451_MARKER: DD = SURVEY DISK
 DE9451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9451_STAMPING: 87E201 1999
 DE9451_MARK LOGO: NC1940
 DE9451_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9451+STABILITY: SURFACE MOTION
 DE9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9451+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9451
 DE9451  HISTORY     - Date     Condition        Report By
 DE9451  HISTORY     - 1999     MONUMENTED       NC1940
 DE9451
 DE9451                          STATION DESCRIPTION
 DE9451
 DE9451'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9451'STATION IS ABOUT 3.5 MI (5.6 KM) NORTH-NORTHEAST OF THE DOWNTOWN
 DE9451'GREENSBORO GOVERNMENT PLAZA, IN THE OHENRY OAKS AREA.
 DE9451'ALONG YANCEYVILLE STREET, 0.5 MI (0.8 KM) NORTH OF WEST CONE
 DE9451'BOULEVARD, IN THE NORTHEAST QUADRANT OF INTERSECTION WITH SPRY STREET,
 DE9451'IN FRONT OF HOUSE NUMBER 3400.
 DE9451'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD AND PROJECTING 1-INCH
 DE9451'ABOVE THE GROUND. LOCATED 10.8 FT (3.3 M) EAST-SOUTHEAST OF CENTERLINE
 DE9451'OF YANCEYVILLE STREET, 44.0 FT (13.4 M) NORTH-NORTHEAST OF CENTERLINE
 DE9451'OF SPRY STREET, 27.6 FT (8.4 M) NORTHWEST OF FIRE HYDRANT, 4.8 FT (1.5
 DE9451'M) SOUTHWEST OF CENTER OF MANHOLE IN CATCH INLET, AND 11.O FT NORTH OF
 DE9451'POWER POLE (4070L-4070H) WITH LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1650 ***********************************************************************
 FB1650  DESIGNATION -  88
 FB1650  PID         -  FB1650
 FB1650  STATE/COUNTY-  NC/SWAIN
 FB1650  USGS QUAD   -  NOLAND CREEK (1978)
 FB1650
 FB1650                         *CURRENT SURVEY CONTROL
 FB1650  ___________________________________________________________________
 FB1650* NAD 83(1986)-  35 23 53.     (N)    083 34 15.     (W)     SCALED    
 FB1650* NAVD 88     -       484.699  (meters)    1590.22   (feet)  ADJUSTED  
 FB1650  ___________________________________________________________________
 FB1650  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FB1650  DYNAMIC HT  -         484.190 (meters)    1588.55  (feet)  COMP
 FB1650  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 FB1650
 FB1650  VERT ORDER  -  SECOND    CLASS 0
 FB1650
 FB1650.The horizontal coordinates were scaled from a topographic map and have
 FB1650.an estimated accuracy of +/- 6 seconds.
 FB1650
 FB1650.The orthometric height was determined by differential leveling
 FB1650.and adjusted in June 1991.
 FB1650
 FB1650.The geoid height was determined by GEOID03.
 FB1650
 FB1650.The dynamic height is computed by dividing the NAVD 88
 FB1650.geopotential number by the normal gravity value computed on the
 FB1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1650.degrees latitude (g = 980.6199 gals.).
 FB1650
 FB1650.The modeled gravity was interpolated from observed gravity values.
 FB1650
 FB1650;                    North         East    Units  Estimated Accuracy
 FB1650;SPC NC       -   192,380.      194,570.      MT  (+/- 180 meters Scaled)
 FB1650
 FB1650                          SUPERSEDED SURVEY CONTROL
 FB1650
 FB1650  NGVD 29 (??/??/92)  484.745  (m)         1590.37   (f) ADJ UNCH    2 0
 FB1650
 FB1650.Superseded values are not recommended for survey control.
 FB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1650.See file dsdata.txt to determine how the superseded data were derived.
 FB1650
 FB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV665202(NAD 83)
 FB1650_MARKER: Z = SEE DESCRIPTION
 FB1650_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1650_SP_SET: UNSPECIFIED ROCK
 FB1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1650
 FB1650  HISTORY     - Date     Condition        Report By
 FB1650  HISTORY     - UNK      MONUMENTED       RBNF
 FB1650  HISTORY     - 1934     GOOD             NGS
 FB1650
 FB1650                          STATION DESCRIPTION
 FB1650
 FB1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1650'1.6 MI N FROM ALMOND.
 FB1650'1.6 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1650'AT ALMOND, SWAIN COUNTY, 542 YARDS SOUTH OF MILEPOST 82, ACROSS
 FB1650'THE TRACK FROM THE RIVER, 4 FEET WEST OF THE WEST RAIL, AND LEVEL
 FB1650'WITH THE BASE OF THE RAIL, ON THE TOP OF A ROCK IN THE SIDE OF
 FB1650'THE MOUNTAIN.  A CHISELED POINT, PAINTED B.M. NO. 88.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5360 ***********************************************************************
 FA5360  CBN         -  This is a Cooperative Base Network Control Station.
 FA5360  DESIGNATION -  88 ATA
 FA5360  PID         -  FA5360
 FA5360  STATE/COUNTY-  NC/ALEXANDER
 FA5360  USGS QUAD   -  HIDDENITE (1970)
 FA5360
 FA5360                         *CURRENT SURVEY CONTROL
 FA5360  ___________________________________________________________________
 FA5360* NAD 83(2007)-  35 59 43.40067(N)    081 04 26.61049(W)     ADJUSTED  
 FA5360* NAVD 88     -       349.5    (meters)    1147.     (feet)  GPS OBS   
 FA5360  ___________________________________________________________________
 FA5360  EPOCH DATE  -        2002.00
 FA5360  X           -     801,630.825 (meters)                     COMP
 FA5360  Y           -  -5,103,987.295 (meters)                     COMP
 FA5360  Z           -   3,727,963.905 (meters)                     COMP
 FA5360  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FA5360  ELLIP HEIGHT-         316.738 (meters)          (02/10/07) ADJUSTED
 FA5360  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FA5360
 FA5360  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5360  Type    PID    Designation                      North   East  Ellip
 FA5360  -------------------------------------------------------------------
 FA5360  NETWORK FA5360 88 ATA                            0.29   0.27   0.98
 FA5360  -------------------------------------------------------------------
 FA5360
 FA5360.The horizontal coordinates were established by GPS observations
 FA5360.and adjusted by the National Geodetic Survey in February 2007.
 FA5360
 FA5360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5360.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5360.The horizontal coordinates are valid at the epoch date displayed above.
 FA5360.The epoch date for horizontal control is a decimal equivalence
 FA5360.of Year/Month/Day.
 FA5360
 FA5360.The orthometric height was determined by GPS observations and a
 FA5360.high-resolution geoid model.
 FA5360
 FA5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5360
 FA5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5360
 FA5360.The ellipsoidal height was determined by GPS observations
 FA5360.and is referenced to NAD 83.
 FA5360
 FA5360.The geoid height was determined by GEOID03.
 FA5360
 FA5360;                    North         East     Units Scale Factor Converg.
 FA5360;SPC NC       -   251,042.622   422,607.278   MT  0.99995670   -1 11 49.5
 FA5360;SPC NC       -   823,629.00  1,386,504.04   sFT  0.99995670   -1 11 49.5
 FA5360;UTM  17      - 3,983,439.570   493,324.897   MT  0.99960055   -0 02 36.7
 FA5360
 FA5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5360!SPC NC       -   0.99995029  x   0.99995670  =   0.99990699
 FA5360!UTM  17      -   0.99995029  x   0.99960055  =   0.99955086
 FA5360
 FA5360:                Primary Azimuth Mark                     Grid Az
 FA5360:SPC NC       -  CHILDERS                                 032 31 27.8
 FA5360:UTM  17      -  CHILDERS                                 031 22 15.0
 FA5360
 FA5360|---------------------------------------------------------------------|
 FA5360| PID    Reference Object                     Distance      Geod. Az  |
 FA5360|                                                           dddmmss.s |
 FA5360| FA5370 CHILDERS                            APPROX. 0.5 KM 0311938.3 |
 FA5360|---------------------------------------------------------------------|
 FA5360
 FA5360                          SUPERSEDED SURVEY CONTROL
 FA5360
 FA5360  NAD 83(2001)-  35 59 43.40092(N)    081 04 26.61057(W) AD(       ) B
 FA5360  ELLIP H (01/30/03)  316.718  (m)                       GP(       ) 4 2
 FA5360  NAD 83(1995)-  35 59 43.40140(N)    081 04 26.61034(W) AD(       ) B
 FA5360  ELLIP H (09/11/96)  316.731  (m)                       GP(       ) 4 1
 FA5360  NAD 83(1986)-  35 59 43.40684(N)    081 04 26.61638(W) AD(       ) 1
 FA5360  NGVD 29 (11/04/93)  349.81   (m)         1147.7    (f) LEVELING    3  
 FA5360
 FA5360.Superseded values are not recommended for survey control.
 FA5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5360.See file dsdata.txt to determine how the superseded data were derived.
 FA5360
 FA5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9332583440(NAD 83)
 FA5360_MARKER: DB = BENCH MARK DISK
 FA5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5360_SP_SET: PREFAB CONC. POST IN EARTH
 FA5360_STAMPING: 88 ATA 1951 1148
 FA5360_MARK LOGO: USGS  
 FA5360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA5360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5360+STABILITY: SURFACE MOTION
 FA5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5360+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1995
 FA5360
 FA5360  HISTORY     - Date     Condition        Report By
 FA5360  HISTORY     - 1951     MONUMENTED       USGS
 FA5360  HISTORY     - 19910411 GOOD             NCGS
 FA5360  HISTORY     - 19950111 GOOD             NCGS
 FA5360
 FA5360                          STATION DESCRIPTION
 FA5360
 FA5360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5360'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST OF VASHTI AND 7.7 MI
 FA5360'(12.4 KM) NORTHEAST OF TAYLORSVILLE.
 FA5360'ALONG SR 1001 FOR 7.7 MI (12.4 KM) NORTH FROM NC 90 (IN HIDDENITE) TO
 FA5360'SR 1515, IN THE SOUTHEAST SIDE OF THE T-INTERSECTION IN A PASTURE.
 FA5360'MARK IS ABOUT 3 FEET LOWER THAN SR 1001 AND PROJECTS 3 INCHES ABOVE
 FA5360'GROUND. LOCATED 45.0 FT (13.7 M) EAST OF THE CENTERLINE OF SR 1001,
 FA5360'35.0 FT (10.7 M) SOUTH OF THE CENTERLINE OF SR 1515, 25.8 FT (7.9 M)
 FA5360'NORTHEAST OF A PEDESTAL, AND 95.0 FT (29.0 M) NORTH-NORTHEAST OF A
 FA5360'D.O.T. RIGHT-OF-WAY MARKER.
 FA5360
 FA5360                          STATION RECOVERY (1995)
 FA5360
 FA5360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS)
 FA5360'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9450 ***********************************************************************
 DH9450  DESIGNATION -  88 WSM
 DH9450  PID         -  DH9450
 DH9450  STATE/COUNTY-  NC/EDGECOMBE
 DH9450  USGS QUAD   -  DRAUGHN (1960)
 DH9450
 DH9450                         *CURRENT SURVEY CONTROL
 DH9450  ___________________________________________________________________
 DH9450* NAD 83(2001)-  36 04 39.67305(N)    077 33 37.10196(W)     ADJUSTED  
 DH9450* NAVD 88     -        23.30   (meters)      76.4    (feet)  LEVELING  
 DH9450  ___________________________________________________________________
 DH9450  X           -   1,111,723.124 (meters)                     COMP
 DH9450  Y           -  -5,039,756.347 (meters)                     COMP
 DH9450  Z           -   3,735,155.151 (meters)                     COMP
 DH9450  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DH9450  ELLIP HEIGHT-         -11.741 (meters)          (05/10/06) ADJUSTED
 DH9450  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 DH9450  HORZ ORDER  -  FIRST
 DH9450  VERT ORDER  -  THIRD ?
 DH9450  ELLP ORDER  -  FOURTH    CLASS II
 DH9450
 DH9450.The horizontal coordinates were established by GPS observations
 DH9450.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2006.
 DH9450
 DH9450.The orthometric height was determined by differential leveling.
 DH9450.The vertical network tie was performed by a horz. field party for horz.
 DH9450.obs reductions. Reset procedures were used to establish the elevation.
 DH9450
 DH9450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9450
 DH9450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9450
 DH9450.The ellipsoidal height was determined by GPS observations
 DH9450.and is referenced to NAD 83.
 DH9450
 DH9450.The geoid height was determined by GEOID03.
 DH9450
 DH9450;                    North         East     Units Scale Factor Converg.
 DH9450;SPC NC       -   259,160.878   739,274.289   MT  0.99997638   +0 49 51.4
 DH9450;SPC NC       -   850,263.65  2,425,435.73   sFT  0.99997638   +0 49 51.4
 DH9450;UTM  18      - 3,995,599.742   269,448.516   MT  1.00025499   -1 30 30.2
 DH9450
 DH9450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9450!SPC NC       -   1.00000184  x   0.99997638  =   0.99997822
 DH9450!UTM  18      -   1.00000184  x   1.00025499  =   1.00025683
 DH9450
 DH9450:                Primary Azimuth Mark                     Grid Az
 DH9450:SPC NC       -  DRAUGHN                                  186 11 16.1
 DH9450:UTM  18      -  DRAUGHN                                  188 31 37.7
 DH9450
 DH9450|---------------------------------------------------------------------|
 DH9450| PID    Reference Object                     Distance      Geod. Az  |
 DH9450|                                                           dddmmss.s |
 DH9450| DH9469 DRAUGHN                             417.082 METERS 1870107.5 |
 DH9450|---------------------------------------------------------------------|
 DH9450
 DH9450                          SUPERSEDED SURVEY CONTROL
 DH9450
 DH9450  NAD 83(1986)-  36 04 39.68066(N)    077 33 37.11224(W) AD(       ) 1
 DH9450
 DH9450.Superseded values are not recommended for survey control.
 DH9450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9450.See file dsdata.txt to determine how the superseded data were derived.
 DH9450
 DH9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6944995600(NAD 83)
 DH9450_MARKER: DB = BENCH MARK DISK
 DH9450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9450_STAMPING: 88 WSM 1955 78
 DH9450_MARK LOGO: USGS  
 DH9450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH9450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9450+STABILITY: SURFACE MOTION
 DH9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9450+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 DH9450
 DH9450  HISTORY     - Date     Condition        Report By
 DH9450  HISTORY     - 1955     MONUMENTED       USGS
 DH9450  HISTORY     - 20050809 GOOD             NCGS
 DH9450
 DH9450                          STATION DESCRIPTION
 DH9450
 DH9450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 DH9450'STATION IS LOCATED ABOUT 11.9 MI (19.2 KM) NORTH OF TARBORO, 3.8 MI
 DH9450'(6.1 KM) EAST OF RED HILL, AND IN THE COMMUNITY OF DRAUGHN. PROCEED
 DH9450'ALONG NC 33 FOR 0.1 MI (0.2 KM) NORTH FROM THE INTERSECTION WITH NC
 DH9450'97, IN LEGGETT, TO SR 1429 (DRAUGHN RD), THENCE ALONG SR 1429
 DH9450'NORTHERLY FOR 6.35 MILES (10.22 KM) TO SR 1423 (RED HILL CH RD) AND
 DH9450'STATION, IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 2-FOOT LOWER THAN
 DH9450'THE CENTERLINE OF SR 1429 AND IS FLUSH WITH THE GROUND. LOCATED 34.7
 DH9450'FT (10.6 M) NORTHWEST OF THE CENTERLINE OF SR 1429, 102.0 FT (31.1 M)
 DH9450'SOUTHWEST OF THE CENTERLINE OF SR 1423, 10.9 FT (3.3 M) EAST-NORTHEAST
 DH9450'OF A CEDAR AND 15.3 FT (4.7 M) SOUTHEAST OF A POWER POLE (715F571)
 DH9450'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0700 ***********************************************************************
 FA0700  DESIGNATION -  891 COLUMBIA
 FA0700  PID         -  FA0700
 FA0700  STATE/COUNTY-  NC/CATAWBA
 FA0700  USGS QUAD   -  MAIDEN (1993)
 FA0700
 FA0700                         *CURRENT SURVEY CONTROL
 FA0700  ___________________________________________________________________
 FA0700* NAD 83(1986)-  35 34 35.     (N)    081 12 51.     (W)     SCALED    
 FA0700* NAVD 88     -       271.442  (meters)     890.56   (feet)  ADJUSTED  
 FA0700  ___________________________________________________________________
 FA0700  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA0700  DYNAMIC HT  -         271.188 (meters)     889.72  (feet)  COMP
 FA0700  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 FA0700
 FA0700  VERT ORDER  -  FIRST     CLASS II
 FA0700
 FA0700.The horizontal coordinates were scaled from a topographic map and have
 FA0700.an estimated accuracy of +/- 6 seconds.
 FA0700
 FA0700.The orthometric height was determined by differential leveling
 FA0700.and adjusted in June 1991.
 FA0700
 FA0700.The geoid height was determined by GEOID03.
 FA0700
 FA0700.The dynamic height is computed by dividing the NAVD 88
 FA0700.geopotential number by the normal gravity value computed on the
 FA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0700.degrees latitude (g = 980.6199 gals.).
 FA0700
 FA0700.The modeled gravity was interpolated from observed gravity values.
 FA0700
 FA0700;                    North         East    Units  Estimated Accuracy
 FA0700;SPC NC       -   204,840.      408,940.      MT  (+/- 180 meters Scaled)
 FA0700
 FA0700                          SUPERSEDED SURVEY CONTROL
 FA0700
 FA0700  NGVD 29 (??/??/92)  271.668  (m)          891.30   (f) ADJ UNCH    1 2
 FA0700
 FA0700.Superseded values are not recommended for survey control.
 FA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0700.See file dsdata.txt to determine how the superseded data were derived.
 FA0700
 FA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV805369(NAD 83)
 FA0700_MARKER: DD = SURVEY DISK
 FA0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0700_SP_SET: BUILDING
 FA0700_STAMPING: 891.130 COLUMBIA 1900
 FA0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0700
 FA0700  HISTORY     - Date     Condition        Report By
 FA0700  HISTORY     - 1900     MONUMENTED       USGS
 FA0700  HISTORY     - 1965     MARK NOT FOUND   NGS
 FA0700
 FA0700                          STATION DESCRIPTION
 FA0700
 FA0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0700'AT MAIDEN.
 FA0700'SET VERTICALLY IN THE NORTH FACE OF THE BRICK STORE BUILDING OF
 FA0700'F.F. AND CLYDE ABERNETHY, 9 INCHES EAST OF THE NORTHWEST CORNER
 FA0700'AND ABOUT 2 FEET ABOVE THE SIDEWALK, 200 FEET EAST ALONG MAIN
 FA0700'STREET FROM THE CAROLINA AND NORTHWESTERN RAILWAY CROSSING AND
 FA0700'ON THE SOUTH SIDE OF THE STREET.  BUILDING IS NOW OCCUPIED BY
 FA0700'CAMPBELL DRUG STORE, AND ACCORDING TO MR. CAMPBELL, THE MARK IS
 FA0700'STILL IN PLACE BUT COVERED WITH ALUMINUM FACING AND THUS
 FA0700'INACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9942 ***********************************************************************
 AH9942  SACS        -  This is a Secondary Airport Control Station.
 AH9942  DESIGNATION -  8A7 A
 AH9942  PID         -  AH9942
 AH9942  STATE/COUNTY-  NC/DAVIE
 AH9942  USGS QUAD   -  ADVANCE (1987)
 AH9942
 AH9942                         *CURRENT SURVEY CONTROL
 AH9942  ___________________________________________________________________
 AH9942* NAD 83(2007)-  35 54 51.35814(N)    080 27 26.56834(W)     ADJUSTED  
 AH9942* NAVD 88     -       241.783  (meters)     793.25   (feet)  ADJUSTED  
 AH9942  ___________________________________________________________________
 AH9942  EPOCH DATE  -        2002.00
 AH9942  X           -     857,379.708 (meters)                     COMP
 AH9942  Y           -  -5,100,190.384 (meters)                     COMP
 AH9942  Z           -   3,720,614.321 (meters)                     COMP
 AH9942  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AH9942  ELLIP HEIGHT-         209.527 (meters)          (02/10/07) ADJUSTED
 AH9942  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AH9942  DYNAMIC HT  -         241.565 (meters)     792.53  (feet)  COMP
 AH9942
 AH9942  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9942  Type    PID    Designation                      North   East  Ellip
 AH9942  -------------------------------------------------------------------
 AH9942  NETWORK AH9942 8A7 A                             0.55   0.45   1.96
 AH9942  -------------------------------------------------------------------
 AH9942  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 AH9942
 AH9942  VERT ORDER  -  SECOND    CLASS II
 AH9942
 AH9942.This mark is at Twin Lakes Airport (8A7)
 AH9942
 AH9942.The horizontal coordinates were established by GPS observations
 AH9942.and adjusted by the National Geodetic Survey in February 2007.
 AH9942
 AH9942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9942.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9942.The horizontal coordinates are valid at the epoch date displayed above.
 AH9942.The epoch date for horizontal control is a decimal equivalence
 AH9942.of Year/Month/Day.
 AH9942
 AH9942.The orthometric height was determined by differential leveling
 AH9942.and adjusted in July 1999.
 AH9942.No vertical observational check was made to the station.
 AH9942
 AH9942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9942
 AH9942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9942
 AH9942.The ellipsoidal height was determined by GPS observations
 AH9942.and is referenced to NAD 83.
 AH9942
 AH9942.The geoid height was determined by GEOID03.
 AH9942
 AH9942.The dynamic height is computed by dividing the NAVD 88
 AH9942.geopotential number by the normal gravity value computed on the
 AH9942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9942.degrees latitude (g = 980.6199 gals.).
 AH9942
 AH9942.The modeled gravity was interpolated from observed gravity values.
 AH9942
 AH9942;                    North         East     Units Scale Factor Converg.
 AH9942;SPC NC       -   241,053.856   478,069.083   MT  0.99993932   -0 50 28.2
 AH9942;SPC NC       -   790,857.53  1,568,464.98   sFT  0.99993932   -0 50 28.2
 AH9942;UTM  17      - 3,974,575.372   548,958.151   MT  0.99962953   +0 19 05.9
 AH9942
 AH9942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9942!SPC NC       -   0.99996712  x   0.99993932  =   0.99990644
 AH9942!UTM  17      -   0.99996712  x   0.99962953  =   0.99959666
 AH9942
 AH9942:                Primary Azimuth Mark                     Grid Az
 AH9942:SPC NC       -  TWINPORT                                 088 19 22.7
 AH9942:UTM  17      -  TWINPORT                                 087 09 48.6
 AH9942
 AH9942|---------------------------------------------------------------------|
 AH9942| PID    Reference Object                     Distance      Geod. Az  |
 AH9942|                                                           dddmmss.s |
 AH9942| FA3644 TWINPORT                            402.253 METERS 0872854.5 |
 AH9942|---------------------------------------------------------------------|
 AH9942
 AH9942                          SUPERSEDED SURVEY CONTROL
 AH9942
 AH9942  NAD 83(2001)-  35 54 51.35833(N)    080 27 26.56838(W) AD(       ) 1
 AH9942  ELLIP H (02/10/03)  209.521  (m)                       GP(       ) 4 2
 AH9942  NAD 83(1995)-  35 54 51.35863(N)    080 27 26.56814(W) AD(       ) 1
 AH9942  ELLIP H (08/06/99)  209.552  (m)                       GP(       ) 4 2
 AH9942  NAVD 88 (08/06/99)  241.78   (m)          793.2    (f) LEVELING    3  
 AH9942
 AH9942.Superseded values are not recommended for survey control.
 AH9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9942.See file dsdata.txt to determine how the superseded data were derived.
 AH9942
 AH9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4895874575(NAD 83)
 AH9942_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9942_STAMPING: 8A7 A 1997
 AH9942_MARK LOGO: NGS   
 AH9942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9942+STABILITY: SURFACE MOTION
 AH9942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9942+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9942
 AH9942  HISTORY     - Date     Condition        Report By
 AH9942  HISTORY     - 1997     MONUMENTED       NCGS
 AH9942
 AH9942                          STATION DESCRIPTION
 AH9942
 AH9942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9942'THE STATION IS LOCATED 7.0 MI (11.3 KM) NORTHEAST OF MOCKSVILLE, AND
 AH9942'3.0 MI (4.8 KM) SOUTHWEST OF ADVANCE, AT THE TWIN LAKES AIRPORT.
 AH9942'OWNERSHIP-- TWIN LAKES AVIATION INC., ROUTE 2 BOX 214 ADVANCE N.C.
 AH9942'27886, JOE MURPHY MANAGER, TELEPHONE NUMBER 336-998-8101. PROCEED
 AH9942'ALONG US 64 FOR 0.45 MI (0.72 KM) NORTHWEST FROM NC 801, THENCE NORTH
 AH9942'FOR 2.7 MI (4.3 KM) ALONG SR 1611-FORK BIXBY ROAD TO AIRPORT SIGN,
 AH9942'THENCE 0.1 MI (0.2 KM) WEST ALONG PAVED ROAD TO TERMINAL, THENCE WEST
 AH9942'FOR 0.25 MI (0.40 KM) ALONG TAXIWAY TO STATION ON LEFT-SOUTH SIDE OF
 AH9942'TAXIWAY. MARK IS ABOUT 1-FOOT LOWER THAN THE TAXIWAY AND FLUSH WITH
 AH9942'THE GROUND. LOCATED 101.0 FT (30.8 M) SOUTH OF CENTERLINE OF TAXIWAY
 AH9942'AND 90.8 FT (27.7 M) FROM EDGE OF PAVEMENT--AND, 130.9 FT (39.9 M)
 AH9942'NORTHWEST OF A BRACE POST, 127.5 FT (38.9 M) NORTH-NORTHWEST OF A
 AH9942'BRACE POST AND 205.1 FT (62.5 M) EAST-NORTHEAST OF AN 8-INCH GUM--ALL
 AH9942'WITH REFERENCE TAGS. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AH9942'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9941 ***********************************************************************
 AH9941  SACS        -  This is a Secondary Airport Control Station.
 AH9941  DESIGNATION -  8A7 B
 AH9941  PID         -  AH9941
 AH9941  STATE/COUNTY-  NC/DAVIE
 AH9941  USGS QUAD   -  ADVANCE (1987)
 AH9941
 AH9941                         *CURRENT SURVEY CONTROL
 AH9941  ___________________________________________________________________
 AH9941* NAD 83(2007)-  35 54 53.41419(N)    080 27 43.21992(W)     ADJUSTED  
 AH9941* NAVD 88     -       234.398  (meters)     769.02   (feet)  ADJUSTED  
 AH9941  ___________________________________________________________________
 AH9941  EPOCH DATE  -        2002.00
 AH9941  X           -     856,960.821 (meters)                     COMP
 AH9941  Y           -  -5,100,217.029 (meters)                     COMP
 AH9941  Z           -   3,720,661.317 (meters)                     COMP
 AH9941  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AH9941  ELLIP HEIGHT-         202.147 (meters)          (02/10/07) ADJUSTED
 AH9941  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AH9941  DYNAMIC HT  -         234.187 (meters)     768.33  (feet)  COMP
 AH9941
 AH9941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9941  Type    PID    Designation                      North   East  Ellip
 AH9941  -------------------------------------------------------------------
 AH9941  NETWORK AH9941 8A7 B                             0.55   0.45   1.96
 AH9941  -------------------------------------------------------------------
 AH9941  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 AH9941
 AH9941  VERT ORDER  -  SECOND    CLASS II
 AH9941
 AH9941.This mark is at Twin Lakes Airport (8A7)
 AH9941
 AH9941.The horizontal coordinates were established by GPS observations
 AH9941.and adjusted by the National Geodetic Survey in February 2007.
 AH9941
 AH9941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9941.The horizontal coordinates are valid at the epoch date displayed above.
 AH9941.The epoch date for horizontal control is a decimal equivalence
 AH9941.of Year/Month/Day.
 AH9941
 AH9941.The orthometric height was determined by differential leveling
 AH9941.and adjusted in July 1999.
 AH9941.No vertical observational check was made to the station.
 AH9941
 AH9941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9941
 AH9941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9941
 AH9941.The ellipsoidal height was determined by GPS observations
 AH9941.and is referenced to NAD 83.
 AH9941
 AH9941.The geoid height was determined by GEOID03.
 AH9941
 AH9941.The dynamic height is computed by dividing the NAVD 88
 AH9941.geopotential number by the normal gravity value computed on the
 AH9941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9941.degrees latitude (g = 980.6199 gals.).
 AH9941
 AH9941.The modeled gravity was interpolated from observed gravity values.
 AH9941
 AH9941;                    North         East     Units Scale Factor Converg.
 AH9941;SPC NC       -   241,123.355   477,652.589   MT  0.99993944   -0 50 37.8
 AH9941;SPC NC       -   791,085.54  1,567,098.54   sFT  0.99993944   -0 50 37.8
 AH9941;UTM  17      - 3,974,636.409   548,540.466   MT  0.99962903   +0 18 56.1
 AH9941
 AH9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9941!SPC NC       -   0.99996827  x   0.99993944  =   0.99990772
 AH9941!UTM  17      -   0.99996827  x   0.99962903  =   0.99959732
 AH9941
 AH9941                          SUPERSEDED SURVEY CONTROL
 AH9941
 AH9941  NAD 83(2001)-  35 54 53.41438(N)    080 27 43.21996(W) AD(       ) 1
 AH9941  ELLIP H (02/10/03)  202.141  (m)                       GP(       ) 4 2
 AH9941  NAD 83(1995)-  35 54 53.41468(N)    080 27 43.21972(W) AD(       ) 1
 AH9941  ELLIP H (08/06/99)  202.172  (m)                       GP(       ) 4 2
 AH9941  NAVD 88 (08/06/99)  234.40   (m)          769.0    (f) LEVELING    3  
 AH9941
 AH9941.Superseded values are not recommended for survey control.
 AH9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9941.See file dsdata.txt to determine how the superseded data were derived.
 AH9941
 AH9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4854074636(NAD 83)
 AH9941_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9941_STAMPING: 8A7 B 1997
 AH9941_MARK LOGO: NGS   
 AH9941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9941+STABILITY: SURFACE MOTION
 AH9941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9941+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9941
 AH9941  HISTORY     - Date     Condition        Report By
 AH9941  HISTORY     - 1997     MONUMENTED       NCGS
 AH9941
 AH9941                          STATION DESCRIPTION
 AH9941
 AH9941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9941'THE STATION IS LOCATED 7.0 MI (11.3 KM) NORTHEAST OF MOCKSVILLE, AND
 AH9941'3.0 MI (4.8 KM) SOUTHWEST OF ADVANCE, AT THE TWIN LAKES AIRPORT.
 AH9941'OWNERSHIP--TWIN LAKES AVIATION INC., ROUTE 2 BOX 214 ADVANCE N.C.
 AH9941'27886, JOE MURPHY MANAGER, TELEPHONE NUMBER 336-998-8101. PROCEED
 AH9941'ALONG US 64 FOR 0.45 MI (0.72 KM) NORTHWEST FROM NC 801, THENCE NORTH
 AH9941'FOR 2.7 MI (4.3 KM) ALONG SR 1611-FORK BIXBY ROAD TO AIRPORT SIGN,
 AH9941'THENCE 0.1 MI (0.2 KM) WEST ALONG PAVED ROAD TO TERMINAL, THENCE WEST
 AH9941'FOR 0.5 MI (0.8 KM) ALONG TAXIWAY AND THROUGH THE GRASS TO THE STATION
 AH9941'JUST OFF THE WEST END OF RUNWAY. MARK IS ABOUT 3-FEET LOWER THAN THE
 AH9941'RUNWAY AND FLUSH WITH THE GROUND. LOCATED 70.3 FT (21.4 M) NORTHWEST
 AH9941'OF CENTERLINE OF WEST END OF RUNWAY, 63.6 FT (19.4 M) WEST OF
 AH9941'NORTHERNMOST LIGHT AT WEST END OF RUNWAY, 94.5 FT (28.8 M) SOUTH OF
 AH9941'WITNESS POST, AND 25.5 FT (7.8 M) NORTH OF PROLONGATION OF THE WEST
 AH9941'END OF RUNWAY. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AH9941'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0620 ***********************************************************************
 EY0620  DESIGNATION -  9
 EY0620  PID         -  EY0620
 EY0620  STATE/COUNTY-  NC/CRAVEN
 EY0620  USGS QUAD   -  NEW BERN (1994)
 EY0620
 EY0620                         *CURRENT SURVEY CONTROL
 EY0620  ___________________________________________________________________
 EY0620* NAD 83(1986)-  35 06 23.     (N)    077 02 08.     (W)     SCALED    
 EY0620* NAVD 88     -         1.839  (meters)       6.03   (feet)  ADJUSTED  
 EY0620  ___________________________________________________________________
 EY0620  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EY0620  DYNAMIC HT  -           1.837 (meters)       6.03  (feet)  COMP
 EY0620  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 EY0620
 EY0620  VERT ORDER  -  FIRST     CLASS I
 EY0620
 EY0620.The horizontal coordinates were scaled from a topographic map and have
 EY0620.an estimated accuracy of +/- 6 seconds.
 EY0620
 EY0620.The orthometric height was determined by differential leveling
 EY0620.and adjusted in June 1991.
 EY0620
 EY0620.The geoid height was determined by GEOID03.
 EY0620
 EY0620.The dynamic height is computed by dividing the NAVD 88
 EY0620.geopotential number by the normal gravity value computed on the
 EY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0620.degrees latitude (g = 980.6199 gals.).
 EY0620
 EY0620.The modeled gravity was interpolated from observed gravity values.
 EY0620
 EY0620;                    North         East    Units  Estimated Accuracy
 EY0620;SPC NC       -   152,240.      788,670.      MT  (+/- 180 meters Scaled)
 EY0620
 EY0620                          SUPERSEDED SURVEY CONTROL
 EY0620
 EY0620  NGVD 29 (??/??/92)    2.156  (m)            7.07   (f) ADJ UNCH    1 1
 EY0620
 EY0620.Superseded values are not recommended for survey control.
 EY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0620.See file dsdata.txt to determine how the superseded data were derived.
 EY0620
 EY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD144867(NAD 83)
 EY0620_MARKER: DD = SURVEY DISK
 EY0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0620_SP_SET: BUILDING
 EY0620_STAMPING: 9 USE 7.155 FT
 EY0620_MARK LOGO: USE   
 EY0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0620
 EY0620  HISTORY     - Date     Condition        Report By
 EY0620  HISTORY     - UNK      MONUMENTED       DOD
 EY0620  HISTORY     - 1963     GOOD             NGS
 EY0620  HISTORY     - 19910210 MARK NOT FOUND   USPSQD
 EY0620  HISTORY     - 20021025 MARK NOT FOUND   USPSQD
 EY0620  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 EY0620  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 EY0620  HISTORY     - 20060323 MARK NOT FOUND   USPSQD
 EY0620
 EY0620                          STATION DESCRIPTION
 EY0620
 EY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0620'AT NEW BERN.
 EY0620'AT NEW BERN, AT THE INTERSECTION OF EAST FRONT AND POLLOCK STREETS,
 EY0620'SET VERTICALLY IN THE NORTH BRICK WALL OF A TWO STORY BRICK HOUSE,
 EY0620'0.8 FOOT WEST OF THE NORTHEAST CORNER OF THE HOUSE, 35 1/2 FEET
 EY0620'SOUTH OF THE CENTER LINE OF POLLOCK STREET, 126 FEET EAST OF
 EY0620'THE CENTER LINE OF EAST FRONT STREET, AND IS ABOUT 2 FEET ABOVE
 EY0620'THE LEVEL OF THE GROUND.  TIDAL LIST 34.
 EY0620
 EY0620                          STATION RECOVERY (1991)
 EY0620
 EY0620'RECOVERY NOTE BY US POWER SQUADRON 1991 (WER)
 EY0620'MARK NOT FOUND.
 EY0620
 EY0620                          STATION RECOVERY (2002)
 EY0620
 EY0620'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY0620'TWO STORY HOUSE HAS BEEN REMOVED.
 EY0620
 EY0620                          STATION RECOVERY (2003)
 EY0620
 EY0620'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY0620'MARK NOT FOUND.
 EY0620
 EY0620                          STATION RECOVERY (2005)
 EY0620
 EY0620'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0620'MARK NOT FOUND.
 EY0620
 EY0620                          STATION RECOVERY (2006)
 EY0620
 EY0620'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6063 ***********************************************************************
 AE6063  DESIGNATION -  9
 AE6063  PID         -  AE6063
 AE6063  STATE/COUNTY-  NC/PAMLICO
 AE6063  USGS QUAD   -  JONES BAY (1993)
 AE6063
 AE6063                         *CURRENT SURVEY CONTROL
 AE6063  ___________________________________________________________________
 AE6063* NAD 83(1986)-  35 14 43.     (N)    076 35 31.     (W)     SCALED    
 AE6063* NAVD 88     -         0.572  (meters)       1.88   (feet)  ADJUSTED  
 AE6063  ___________________________________________________________________
 AE6063  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6063  DYNAMIC HT  -           0.571 (meters)       1.87  (feet)  COMP
 AE6063  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 AE6063
 AE6063  VERT ORDER  -  SECOND    CLASS II
 AE6063
 AE6063.The horizontal coordinates were scaled from a topographic map and have
 AE6063.an estimated accuracy of +/- 6 seconds.
 AE6063
 AE6063.The orthometric height was determined by differential leveling
 AE6063.and adjusted in June 1998.
 AE6063
 AE6063.The geoid height was determined by GEOID03.
 AE6063
 AE6063.The dynamic height is computed by dividing the NAVD 88
 AE6063.geopotential number by the normal gravity value computed on the
 AE6063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6063.degrees latitude (g = 980.6199 gals.).
 AE6063
 AE6063.The modeled gravity was interpolated from observed gravity values.
 AE6063
 AE6063;                    North         East    Units  Estimated Accuracy
 AE6063;SPC NC       -   168,530.      828,720.      MT  (+/- 180 meters Scaled)
 AE6063
 AE6063                          SUPERSEDED SURVEY CONTROL
 AE6063
 AE6063.No superseded survey control is available for this station.
 AE6063
 AE6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE551014(NAD 83)
 AE6063_MARKER: DJ = TIDAL STATION DISK
 AE6063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6063_STAMPING: 9
 AE6063_MARK LOGO: USE   
 AE6063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6063+STABILITY: SURFACE MOTION
 AE6063
 AE6063  HISTORY     - Date     Condition        Report By
 AE6063  HISTORY     - 1979     MONUMENTED       USE
 AE6063  HISTORY     - 19860101 GOOD             NCGS
 AE6063
 AE6063                          STATION DESCRIPTION
 AE6063
 AE6063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6063'STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) WEST OF HOBUCKEN, AND 9.3 KM
 AE6063'(5.75 MI) NORTHEAST OF VANDEMERE. ABOUT 250 FT (76.2 M) SOUTHWEST OF
 AE6063'THE CENTER OF THE INTRACOASTAL WATERWAY BRIDGE AT HOBUCKEN, ABOUT 135
 AE6063'FT (41.1 M) SOUTHEAST ALONG SR 1240 FROM THE NC 33-NC 304 INTERSECTION
 AE6063'ON THE WEST SIDE OF THE WATERWAY. STATION IS A STANDARD USCE TIDAL
 AE6063'BENCH MARK DISK STAMPED---9---, SET IN TOP OF A CONCRETE MONUMENT
 AE6063'FLUSH WITH GROUND.  LOCATED 14.57 M (47.80 FT) NORTHEAST OF THE
 AE6063'CENTERLINE OF THE ROAD, 0.61 M (2.00 FT) NORTH OF A 4X4 WITNESS POST,
 AE6063'34.44 M (112.99 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND 10.67 M
 AE6063'(35.01 FT) NORTH-NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2007 ***********************************************************************
 EA2007  DESIGNATION -  9 A PLUS
 EA2007  PID         -  EA2007
 EA2007  STATE/COUNTY-  NC/CARTERET
 EA2007  USGS QUAD   -  SALTER PATH (1994)
 EA2007
 EA2007                         *CURRENT SURVEY CONTROL
 EA2007  ___________________________________________________________________
 EA2007* NAD 83(2001)-  34 42 57.42401(N)    076 54 54.92639(W)     ADJUSTED  
 EA2007* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2007  ___________________________________________________________________
 EA2007  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 EA2007  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2007  HORZ ORDER  -  THIRD
 EA2007
 EA2007.The horizontal coordinates were established by classical geodetic methods
 EA2007.and adjusted by the National Geodetic Survey in August 2005.
 EA2007
 EA2007.The orthometric height was scaled from a topographic map.
 EA2007
 EA2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2007
 EA2007.The geoid height was determined by GEOID03.
 EA2007
 EA2007;                    North         East     Units Scale Factor Converg.
 EA2007;SPC NC       -   109,159.056   800,538.808   MT  0.99991602   +1 12 11.7
 EA2007;SPC NC       -   358,132.67  2,626,434.41   sFT  0.99991602   +1 12 11.7
 EA2007;UTM  18      - 3,843,213.643   324,616.227   MT  0.99997913   -1 05 27.7
 EA2007
 EA2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2007!SPC NC       -   1.00000592  x   0.99991602  =   0.99992194
 EA2007!UTM  18      -   1.00000592  x   0.99997913  =   0.99998505
 EA2007
 EA2007:                Primary Azimuth Mark                     Grid Az
 EA2007:SPC NC       -  ROCKY POINT 2 RESET                      144 06 47.8
 EA2007:UTM  18      -  ROCKY POINT 2 RESET                      146 24 27.2
 EA2007
 EA2007|---------------------------------------------------------------------|
 EA2007| PID    Reference Object                     Distance      Geod. Az  |
 EA2007|                                                           dddmmss.s |
 EA2007| EA2002 ROCKY POINT 2 RESET                 APPROX. 3.4 KM 1451859.5 |
 EA2007|---------------------------------------------------------------------|
 EA2007
 EA2007                          SUPERSEDED SURVEY CONTROL
 EA2007
 EA2007  NAD 83(1986)-  34 42 57.43460(N)    076 54 54.93701(W) AD(       ) 3
 EA2007  NAD 27      -  34 42 56.85000(N)    076 54 56.14000(W) AD(       ) 3
 EA2007
 EA2007.Superseded values are not recommended for survey control.
 EA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2007.See file dsdata.txt to determine how the superseded data were derived.
 EA2007
 EA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2461643214(NAD 83)
 EA2007_MARKER: DD = SURVEY DISK
 EA2007_SETTING: 0 = UNSPECIFIED SETTING
 EA2007_STAMPING: U S ARMY ENGINEER SURVEY 162.100 1932
 EA2007_MARK LOGO: USE   
 EA2007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2007
 EA2007  HISTORY     - Date     Condition        Report By
 EA2007  HISTORY     - 1933     MONUMENTED       USE
 EA2007  HISTORY     - 1946     MARK NOT FOUND   CGS
 EA2007
 EA2007                          STATION DESCRIPTION
 EA2007
 EA2007'DESCRIBED BY US ENGINEERS 1933 (HO)
 EA2007'STATION IS A BRASS DISK STAMPED U.S ARMY ENGINEER SURVEY,
 EA2007'162.100 1932 SET IN CEMENT IN THE TOP OF A 4-INCH VITRIFIED CLAY
 EA2007'TILE SETTING UPRIGHT IN THE GROUND AND FILLED WITH CEMENT.  TILE
 EA2007'PROJECTS ABOUT 1 FOOT OUT OF THE GROUND.  MARK IS ABOUT 2 INCHES
 EA2007'ABOVE MEAN HIGH WATER AND IS ON ABOUT THE CENTER OF A SMALL
 EA2007'SHELL-COVERED SPOIL BANK, BARE OF VEGETATION, AND IS ON THE
 EA2007'SOUTHERN EDGE OF THE MAIN CHANNEL OF BOGUE SOUND.
 EA2007'APPROXIMATELY 300 YARDS SSW OF BEACON NO.9A.  ABOUT 1/2 MILE S
 EA2007'OF THE MAINLAND, WHICH IS WOODED OPPOSITE THE MARK.  ABOUT 3/4
 EA2007'MILE E OF A SMALL SETTLEMENT OF HOUSES AND OTHER BUILDINGS
 EA2007'NEAR BROAD CREEK.  AND WSW OF STATION GALE.  THIS SPOIL BANK,
 EA2007'AS WELL AS THE ADJACENT SPOIL BANKS, IS COVERED BY MEAN HIGH
 EA2007'WATER.
 EA2007'
 EA2007'CONNECTION TO TRIANGULATION SCHEME MADE BY CUTS FROM MAIN
 EA2007'SCHEME STATIONS WITH ACCURACY REPRESENTED BY 3 D/R.
 EA2007
 EA2007                          STATION RECOVERY (1946)
 EA2007
 EA2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA2007'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS RECOMMENDED
 EA2007'THAT THE STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2752 ***********************************************************************
 FX2752  DESIGNATION -  9 CRH USGS
 FX2752  PID         -  FX2752
 FX2752  STATE/COUNTY-  NC/HERTFORD
 FX2752  USGS QUAD   -  AHOSKIE (1982)
 FX2752
 FX2752                         *CURRENT SURVEY CONTROL
 FX2752  ___________________________________________________________________
 FX2752* NAD 83(2001)-  36 21 44.66438(N)    076 58 02.47080(W)     NO CHECK  
 FX2752* NAVD 88     -        14.340  (meters)      47.05   (feet)  ADJUSTED  
 FX2752  ___________________________________________________________________
 FX2752  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 FX2752  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX2752  DYNAMIC HT  -          14.329 (meters)      47.01  (feet)  COMP
 FX2752  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 FX2752
 FX2752  HORZ ORDER  -  SECOND
 FX2752  VERT ORDER  -  SECOND    CLASS II
 FX2752
 FX2752.The horizontal coordinates were established by classical geodetic methods
 FX2752.and adjusted by the National Geodetic Survey in August 2005.
 FX2752.No horizontal observational check was made to the station.
 FX2752
 FX2752.The orthometric height was determined by differential leveling
 FX2752.and adjusted in June 1991.
 FX2752
 FX2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2752
 FX2752.The geoid height was determined by GEOID03.
 FX2752
 FX2752.The dynamic height is computed by dividing the NAVD 88
 FX2752.geopotential number by the normal gravity value computed on the
 FX2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2752.degrees latitude (g = 980.6199 gals.).
 FX2752
 FX2752.The modeled gravity was interpolated from observed gravity values.
 FX2752
 FX2752;                    North         East     Units Scale Factor Converg.
 FX2752;SPC NC       -   291,682.203   792,028.264   MT  1.00006051   +1 10 23.5
 FX2752;SPC NC       -   956,960.69  2,598,512.73   sFT  1.00006051   +1 10 23.5
 FX2752;UTM  18      - 4,025,942.965   323,491.575   MT  0.99998387   -1 10 00.2
 FX2752
 FX2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2752!SPC NC       -   1.00000331  x   1.00006051  =   1.00006382
 FX2752!UTM  18      -   1.00000331  x   0.99998387  =   0.99998718
 FX2752
 FX2752                          SUPERSEDED SURVEY CONTROL
 FX2752
 FX2752  NAD 83(1993)-  36 21 44.66975(N)    076 58 02.47661(W) AD(       ) 2
 FX2752  NAD 83(1986)-  36 21 44.67528(N)    076 58 02.48779(W) AD(       ) 2
 FX2752  NGVD 29 (01/18/91)   14.69   (m)           48.2    (f) LEVELING    3  
 FX2752
 FX2752.Superseded values are not recommended for survey control.
 FX2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2752.See file dsdata.txt to determine how the superseded data were derived.
 FX2752
 FX2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2349225943(NAD 83)
 FX2752_MARKER: DB = BENCH MARK DISK
 FX2752_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX2752+WITH SETTING: PAVEMENT
 FX2752_SP_SET: IN SIGN FOOTING
 FX2752_STAMPING: 9 CRH 1972 48
 FX2752_MARK LOGO: USGS  
 FX2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2752+STABILITY: SURFACE MOTION
 FX2752
 FX2752  HISTORY     - Date     Condition        Report By
 FX2752  HISTORY     - 1972     MONUMENTED       USGS
 FX2752  HISTORY     - 1980     GOOD             NCGS
 FX2752
 FX2752                          STATION DESCRIPTION
 FX2752
 FX2752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2752'2.6 MI SW FROM WINTON.
 FX2752'LOCATED AT THE INTERSECTION OF US HIGHWAY 13 AND STATE HIGHWAY 461
 FX2752'AND 83.5 FEET SOUTHEAST OF NC 461, 53.6 FEET EAST OF SOUTHEAST CORNER
 FX2752'OF BILLS PLACE, 44.9 FEET NORTHWEST OF HIGHWAY 13, 41.4 FEET WEST OF
 FX2752'SOUTHWEST CORNER OF PHONE BOOTH, IN SOUTHEAST CORNER OF CONCRETE BASE
 FX2752'OF GULF OIL SIGN, 0.4 FEET LOWER THAN CENTERLINE OF ROAD OPPOSITE
 FX2752'OF GULF OIL SIGN, 0.4 FEET LOWER THAN CENTERLINE OF ROAD OPPOSITE.
 FX2752'THE MARK IS 4 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0593 ***********************************************************************
 EZ0593  DESIGNATION -  9 DRD
 EZ0593  PID         -  EZ0593
 EZ0593  STATE/COUNTY-  NC/HARNETT
 EZ0593  USGS QUAD   -  MAMERS (1981)
 EZ0593
 EZ0593                         *CURRENT SURVEY CONTROL
 EZ0593  ___________________________________________________________________
 EZ0593* NAD 83(1986)-  35 29 09.     (N)    078 53 02.     (W)     SCALED    
 EZ0593* NAVD 88     -       108.314  (meters)     355.36   (feet)  ADJUSTED  
 EZ0593  ___________________________________________________________________
 EZ0593  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 EZ0593  DYNAMIC HT  -         108.218 (meters)     355.05  (feet)  COMP
 EZ0593  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 EZ0593
 EZ0593  VERT ORDER  -  SECOND    CLASS II
 EZ0593
 EZ0593.The horizontal coordinates were scaled from a topographic map and have
 EZ0593.an estimated accuracy of +/- 6 seconds.
 EZ0593
 EZ0593.The orthometric height was determined by differential leveling
 EZ0593.and adjusted in June 1991.
 EZ0593
 EZ0593.The geoid height was determined by GEOID03.
 EZ0593
 EZ0593.The dynamic height is computed by dividing the NAVD 88
 EZ0593.geopotential number by the normal gravity value computed on the
 EZ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0593.degrees latitude (g = 980.6199 gals.).
 EZ0593
 EZ0593.The modeled gravity was interpolated from observed gravity values.
 EZ0593
 EZ0593;                    North         East    Units  Estimated Accuracy
 EZ0593;SPC NC       -   192,560.      620,140.      MT  (+/- 180 meters Scaled)
 EZ0593
 EZ0593                          SUPERSEDED SURVEY CONTROL
 EZ0593
 EZ0593  NGVD 29 (??/??/92)  108.559  (m)          356.16   (f) ADJ UNCH    2 2
 EZ0593
 EZ0593.Superseded values are not recommended for survey control.
 EZ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0593.See file dsdata.txt to determine how the superseded data were derived.
 EZ0593
 EZ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV919289(NAD 83)
 EZ0593_MARKER: DD = SURVEY DISK
 EZ0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0593_SP_SET: CONCRETE SLAB
 EZ0593_STAMPING: 9 DRD 1960
 EZ0593_MARK LOGO: USGS  
 EZ0593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0593+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 EZ0593
 EZ0593  HISTORY     - Date     Condition        Report By
 EZ0593  HISTORY     - 1960     MONUMENTED       USGS
 EZ0593  HISTORY     - 1974     GOOD             NCGS
 EZ0593  HISTORY     - 19980523 GOOD             USPSQD
 EZ0593  HISTORY     - 20010424 GOOD             NCGS
 EZ0593
 EZ0593                          STATION DESCRIPTION
 EZ0593
 EZ0593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0593'5.4 MI S FROM DUNCAN.
 EZ0593'9 DRD IS LOCATED APPROXIMATELY 7.0 MILES NNW OF LILLINGTON.  TO
 EZ0593'REACH STATION FROM INTERSECTION OF U.S. 401 WITH SR 1412 NORTH
 EZ0593'OF LILLINGTON, PROCEED NW ALONG SR 1412 FOR 3.75 MILES TO THE
 EZ0593'INTERSECTION WITH SR 1418, TURN LEFT AND CONTINUE WEST ALONG SR
 EZ0593'1418 FOR 0.35 MILE TO A ONE STORY BRICK HOUSE (AVENT RESIDENCE)
 EZ0593'ON THE LEFT, AND STATION IN STEP LANDING AT EAST SIDE OF HOUSE,
 EZ0593'100.0 FT SOUTH OF SR 1418, 8.0 FT WEST OF C/L OF DRIVEWAY, AND
 EZ0593'16.6 FT SE OF NE CORNER OF HOUSE.  DISK IS SET FLUSH IN DRILLED
 EZ0593'HOLE IN TOP OF CONCRETE SLAB.
 EZ0593
 EZ0593                          STATION RECOVERY (1998)
 EZ0593
 EZ0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ0593'RECOVERED IN GOOD CONDITION.
 EZ0593
 EZ0593                          STATION RECOVERY (2001)
 EZ0593
 EZ0593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ0593'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8940 ***********************************************************************
 AI8940  DESIGNATION -  9 DRD
 AI8940  PID         -  AI8940
 AI8940  STATE/COUNTY-  NC/BURKE
 AI8940  USGS QUAD   -  GLEN ALPINE (1994)
 AI8940
 AI8940                         *CURRENT SURVEY CONTROL
 AI8940  ___________________________________________________________________
 AI8940* NAD 83(2007)-  35 37 57.01590(N)    081 47 51.36066(W)     ADJUSTED  
 AI8940* NAVD 88     -       370.06   (meters)    1214.1    (feet)  LEVELING  
 AI8940  ___________________________________________________________________
 AI8940  EPOCH DATE  -        2002.00
 AI8940  X           -     740,478.577 (meters)                     COMP
 AI8940  Y           -  -5,137,041.196 (meters)                     COMP
 AI8940  Z           -   3,695,323.767 (meters)                     COMP
 AI8940  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AI8940  ELLIP HEIGHT-         338.073 (meters)          (02/10/07) ADJUSTED
 AI8940  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AI8940
 AI8940  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8940  Type    PID    Designation                      North   East  Ellip
 AI8940  -------------------------------------------------------------------
 AI8940  NETWORK AI8940 9 DRD                             0.31   0.27   0.69
 AI8940  -------------------------------------------------------------------
 AI8940  VERT ORDER  -  THIRD ?
 AI8940
 AI8940.The horizontal coordinates were established by GPS observations
 AI8940.and adjusted by the National Geodetic Survey in February 2007.
 AI8940
 AI8940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8940.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8940.The horizontal coordinates are valid at the epoch date displayed above.
 AI8940.The epoch date for horizontal control is a decimal equivalence
 AI8940.of Year/Month/Day.
 AI8940
 AI8940.The orthometric height was determined by differential leveling.
 AI8940.The vertical network tie was performed by a horz. field party for horz.
 AI8940.obs reductions. Reset procedures were used to establish the elevation.
 AI8940
 AI8940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8940
 AI8940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8940
 AI8940.The ellipsoidal height was determined by GPS observations
 AI8940.and is referenced to NAD 83.
 AI8940
 AI8940.The geoid height was determined by GEOID03.
 AI8940
 AI8940;                    North         East     Units Scale Factor Converg.
 AI8940;SPC NC       -   212,398.277   356,254.428   MT  0.99989461   -1 36 52.9
 AI8940;SPC NC       -   696,843.35  1,168,811.40   sFT  0.99989461   -1 36 52.9
 AI8940;UTM  17      - 3,943,481.929   427,781.400   MT  0.99966427   -0 27 52.9
 AI8940
 AI8940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8940!SPC NC       -   0.99994694  x   0.99989461  =   0.99984156
 AI8940!UTM  17      -   0.99994694  x   0.99966427  =   0.99961123
 AI8940
 AI8940:                Primary Azimuth Mark                     Grid Az
 AI8940:SPC NC       -  BRINDLETOWN                              030 24 38.6
 AI8940:UTM  17      -  BRINDLETOWN                              029 15 38.6
 AI8940
 AI8940|---------------------------------------------------------------------|
 AI8940| PID    Reference Object                     Distance      Geod. Az  |
 AI8940|                                                           dddmmss.s |
 AI8940| AI8941 BRINDLETOWN                         451.404 METERS 0284745.7 |
 AI8940|---------------------------------------------------------------------|
 AI8940
 AI8940                          SUPERSEDED SURVEY CONTROL
 AI8940
 AI8940  NAD 83(2001)-  35 37 57.01596(N)    081 47 51.36063(W) AD(       ) 1
 AI8940  ELLIP H (03/13/03)  338.084  (m)                       GP(       ) 4 2
 AI8940  NAD 83(1986)-  35 37 57.02507(N)    081 47 51.36275(W) AD(       ) 1
 AI8940
 AI8940.Superseded values are not recommended for survey control.
 AI8940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8940.See file dsdata.txt to determine how the superseded data were derived.
 AI8940
 AI8940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2778143482(NAD 83)
 AI8940_MARKER: DB = BENCH MARK DISK
 AI8940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI8940_SP_SET: IN CONCRETE HEADWALL
 AI8940_STAMPING: 9 DRD 1958 1215
 AI8940_MARK LOGO: USGS  
 AI8940_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8940+STABILITY: SURFACE MOTION
 AI8940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8940+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 AI8940
 AI8940  HISTORY     - Date     Condition        Report By
 AI8940  HISTORY     - 1958     MONUMENTED       USGS
 AI8940  HISTORY     - 20001101 GOOD             NCGS
 AI8940
 AI8940                          STATION DESCRIPTION
 AI8940
 AI8940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AI8940'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF BRINDLETOWN AND
 AI8940'9.9 MI (15.9 KM) SOUTHWEST OF MORGANTON.
 AI8940'ALONG US 64 FOR 3.5 MI (5.6 KM) NORTHEAST FROM THE BURKE-MCDOWELL
 AI8940'COUNTY LINE OR 0.1 MI (0.2 KM) NORTHEAST OF SR 1124 (MOUNT OLIVE
 AI8940'CHURCH RD) TO STATION IN THE NORTH END OF EAST HEADWALL.
 AI8940'MARK IS ABOUT 2-FEET LOWER THAN US 64 AND PROJECTS 3-INCHES ABOVE THE
 AI8940'GROUND.  LOCATED 23.5 FT (7.2 M) EAST OF THE CENTERLINE OF US 64, AND
 AI8940'102.0 FT (31.1 M) SOUTH OF THE NORTHWEST CORNER OF A WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4141 ***********************************************************************
 FB4141  DESIGNATION -  9 EG 13
 FB4141  PID         -  FB4141
 FB4141  STATE/COUNTY-  NC/JACKSON
 FB4141  USGS QUAD   -  GLENVILLE (1979)
 FB4141
 FB4141                         *CURRENT SURVEY CONTROL
 FB4141  ___________________________________________________________________
 FB4141* NAD 83(2001)-  35 08 07.99637(N)    083 11 29.43032(W)     ADJUSTED  
 FB4141* NAVD 88     -      1562.4    (meters)    5126.     (feet)  VERTCON   
 FB4141  ___________________________________________________________________
 FB4141  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 FB4141  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB4141  HORZ ORDER  -  SECOND
 FB4141
 FB4141.The horizontal coordinates were established by classical geodetic methods
 FB4141.and adjusted by the National Geodetic Survey in August 2005.
 FB4141
 FB4141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4141
 FB4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4141
 FB4141.The geoid height was determined by GEOID03.
 FB4141
 FB4141;                    North         East     Units Scale Factor Converg.
 FB4141;SPC NC       -   161,761.965   227,759.551   MT  0.99987464   -2 25 09.2
 FB4141;SPC NC       -   530,714.05    747,241.13   sFT  0.99987464   -2 25 09.2
 FB4141;UTM  17      - 3,890,273.943   300,335.011   MT  1.00009134   -1 15 42.0
 FB4141
 FB4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4141!SPC NC       -   0.99975932  x   0.99987464  =   0.99963399
 FB4141!UTM  17      -   0.99975932  x   1.00009134  =   0.99985064
 FB4141
 FB4141                          SUPERSEDED SURVEY CONTROL
 FB4141
 FB4141  NAD 83(1995)-  35 08 07.99660(N)    083 11 29.43013(W) AD(       ) 2
 FB4141  NAD 83(1986)-  35 08 08.00413(N)    083 11 29.43421(W) AD(       ) 2
 FB4141  NAD 83(1986)-  35 08 08.00413(N)    083 11 29.43421(W) AD(       ) 2
 FB4141  NGVD 29 (02/10/98) 1562.3    (m)         5126.     (f) VERT ANG    3  
 FB4141
 FB4141.Superseded values are not recommended for survey control.
 FB4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4141.See file dsdata.txt to determine how the superseded data were derived.
 FB4141
 FB4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0033590274(NAD 83)
 FB4141_MARKER: DD = SURVEY DISK
 FB4141_SETTING: 66 = SET IN ROCK OUTCROP
 FB4141_SP_SET: IN A DRILL HOLE IN BEDROCK
 FB4141_STAMPING: 9 EG 13 1966
 FB4141_MARK LOGO: NCDOT 
 FB4141_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB4141+STABILITY: POSITION/ELEVATION WELL
 FB4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4141+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994
 FB4141
 FB4141  HISTORY     - Date     Condition        Report By
 FB4141  HISTORY     - 1966     MONUMENTED       NCDOT
 FB4141  HISTORY     - 19880101 GOOD             NCGS
 FB4141  HISTORY     - 19940613 GOOD             NCGS
 FB4141
 FB4141                          STATION DESCRIPTION
 FB4141
 FB4141'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB4141'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-NORTHWEST OF
 FB4141'CASHIERS AND 5.7 MI (9.2 KM) NORTH OF HIGHLANDS BY A LOOKOUT TOWER ON
 FB4141'YELLOW MOUNTAIN.
 FB4141'PROCEED ALONG US 64 FROM THE INTERSECTION WITH NC 107 IN CASHIERS, 3.1
 FB4141'MI (5.0 KM) TO SR 1143 ON RIGHT, THENCE NORTH ALONG SR 1143 FOR 1.9
 FB4141'MI (3.1 KM) TO SR 1149 (YELLOW MOUNTAIN ROAD) ON LEFT, THENCE
 FB4141'NORTHWEST ALONG SR 1149 FOR 1.9 MI (3.1 KM) TO DIRT ROAD ON LEFT,
 FB4141'THENCE WEST ALONG DIRT ROAD FOR 1.3 MI (2.1 KM) TO DIRT ROAD ON LEFT,
 FB4141'THENCE WEST ALONG DIRT ROAD FOR 0.8 MI (1.3 KM) TO SUMMIT AND STATION
 FB4141'ON SOUTHWEST SIDE OF LOOKOUT TOWER.
 FB4141'MARK IS LOCATED 3.73 FT (1.14 M) NORTHEAST OF CHISEL-X ON BOULDER,
 FB4141'8.58 FT (2.62 M) SOUTHEAST OF CHISEL-X ON BOULDER, 61.9 FT (18.9 M)
 FB4141'WEST-SOUTHWEST OF SOUTHWEST CORNER OF TOWER, AND 87.24 FT (26.59 M)
 FB4141'NORTHWEST OF NCGS STATION--YELLOW 1979--.
 FB4141
 FB4141                          STATION RECOVERY (1994)
 FB4141
 FB4141'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB4141'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4860 ***********************************************************************
 FA4860  DESIGNATION -  9 JMS 1
 FA4860  PID         -  FA4860
 FA4860  STATE/COUNTY-  NC/GASTON
 FA4860  USGS QUAD   -  KINGS MOUNTAIN (1993)
 FA4860
 FA4860                         *CURRENT SURVEY CONTROL
 FA4860  ___________________________________________________________________
 FA4860* NAD 83(2001)-  35 14 41.90387(N)    081 18 44.67575(W)     ADJUSTED  
 FA4860* NAVD 88     -       264.68   (+/-2cm)     868.4    (feet)  VERTCON   
 FA4860  ___________________________________________________________________
 FA4860  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 FA4860  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FA4860  HORZ ORDER  -  SECOND
 FA4860  VERT ORDER  -  THIRD ? (See Below)
 FA4860
 FA4860.The horizontal coordinates were established by classical geodetic methods
 FA4860.and adjusted by the National Geodetic Survey in August 2005.
 FA4860
 FA4860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4860.The vertical order pertains to the NGVD 29 superseded value.
 FA4860
 FA4860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4860
 FA4860.The geoid height was determined by GEOID03.
 FA4860
 FA4860;                    North         East     Units Scale Factor Converg.
 FA4860;SPC NC       -   168,288.162   399,182.459   MT  0.99987260   -1 20 04.8
 FA4860;SPC NC       -   552,125.41  1,309,651.12   sFT  0.99987260   -1 20 04.8
 FA4860;UTM  17      - 3,900,254.939   471,577.253   MT  0.99960996   -0 10 49.0
 FA4860
 FA4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4860!SPC NC       -   0.99996340  x   0.99987260  =   0.99983600
 FA4860!UTM  17      -   0.99996340  x   0.99960996  =   0.99957337
 FA4860
 FA4860                          SUPERSEDED SURVEY CONTROL
 FA4860
 FA4860  NAD 83(1986)-  35 14 41.92211(N)    081 18 44.67550(W) AD(       ) 2
 FA4860  NGVD 29 (09/01/92)  264.89   (m)          869.1    (f) LEVELING    3  
 FA4860
 FA4860.Superseded values are not recommended for survey control.
 FA4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4860.See file dsdata.txt to determine how the superseded data were derived.
 FA4860
 FA4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7157700255(NAD 83)
 FA4860_MARKER: DD = SURVEY DISK
 FA4860_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FA4860+WITH SETTING: INFORMATION.
 FA4860_SP_SET: METAL ROD DRIVEN INTO GROUND
 FA4860_STAMPING: 9 JMS 1 1980
 FA4860_MARK LOGO: NCDOT 
 FA4860_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4860+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 FA4860
 FA4860  HISTORY     - Date     Condition        Report By
 FA4860  HISTORY     - 1980     MONUMENTED       NCDOT
 FA4860  HISTORY     - 19850101 GOOD             NCGS
 FA4860  HISTORY     - 19991120 GOOD             USPSQD
 FA4860  HISTORY     - 19991222 GOOD             USPSQD
 FA4860  HISTORY     - 20070109 GOOD             NCDOT
 FA4860
 FA4860                          STATION DESCRIPTION
 FA4860
 FA4860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4860'STATION IS LOCATED IN KINGS MOUNTAIN.
 FA4860'PROCEED ALONG NC 161 FOR 0.5 KM (0.3 MI) NORTH FROM US 74 TO SR 1301
 FA4860'(LINWOOD ROAD), THENCE EAST ALONG SR 1301 FOR 1.95 KM (1.21 MI) TO
 FA4860'THE STATION, IN THE SHOULDER, AT A FENCE LINE.
 FA4860'MARK IS FLUSH WITH GROUND AND 2 FEET LOWER THAN LINWOOD ROAD. LOCATED
 FA4860'10.9 M (35.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF LINWOOD ROAD,
 FA4860'7.6 M (24.9 FT) EAST-SOUTHEAST OF A RIGHT-OF-WAY MONUMENT--AND 7.1 M
 FA4860'(23.3 FT) WEST-NORTHWEST OF A POWER POLE, 26.6 M (87.3 FT)
 FA4860'EAST-NORTHEAST OF A 10-INCH HICKORY, 0.9 M (3.0 FT) SOUTH OF A FENCE
 FA4860'POST, 34.0 M (111.5 FT) EAST OF A 36-INCH DOUBLE WHITE OAK--ALL WITH
 FA4860'REFERENCE TAGS.
 FA4860
 FA4860                          STATION RECOVERY (1999)
 FA4860
 FA4860'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4860'RECOVERED IN GOOD CONDITION.
 FA4860
 FA4860                          STATION RECOVERY (1999)
 FA4860
 FA4860'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4860'RECOVERED IN GOOD CONDITION.
 FA4860
 FA4860                          STATION RECOVERY (2007)
 FA4860
 FA4860'RECOVERY NOTE BY 
NC DOT 2007 (JIJ)
 FA4860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4861 ***********************************************************************
 FA4861  DESIGNATION -  9 JMS 2
 FA4861  PID         -  FA4861
 FA4861  STATE/COUNTY-  NC/CLEVELAND
 FA4861  USGS QUAD   -  GROVER (1993)
 FA4861
 FA4861                         *CURRENT SURVEY CONTROL
 FA4861  ___________________________________________________________________
 FA4861* NAD 83(2001)-  35 14 49.59080(N)    081 24 18.21314(W)     ADJUSTED  
 FA4861* NAVD 88     -       260.61   (+/-2cm)     855.0    (feet)  VERTCON   
 FA4861  ___________________________________________________________________
 FA4861  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 FA4861  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FA4861  HORZ ORDER  -  SECOND
 FA4861  VERT ORDER  -  THIRD ? (See Below)
 FA4861
 FA4861.The horizontal coordinates were established by classical geodetic methods
 FA4861.and adjusted by the National Geodetic Survey in August 2005.
 FA4861
 FA4861.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4861.The vertical order pertains to the NGVD 29 superseded value.
 FA4861
 FA4861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4861
 FA4861.The geoid height was determined by GEOID03.
 FA4861
 FA4861;                    North         East     Units Scale Factor Converg.
 FA4861;SPC NC       -   168,725.277   390,759.153   MT  0.99987260   -1 23 17.3
 FA4861;SPC NC       -   553,559.51  1,282,015.65   sFT  0.99987260   -1 23 17.3
 FA4861;UTM  17      - 3,900,522.198   463,149.038   MT  0.99961674   -0 14 01.6
 FA4861
 FA4861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4861!SPC NC       -   0.99996406  x   0.99987260  =   0.99983667
 FA4861!UTM  17      -   0.99996406  x   0.99961674  =   0.99958081
 FA4861
 FA4861                          SUPERSEDED SURVEY CONTROL
 FA4861
 FA4861  NAD 83(1986)-  35 14 49.60383(N)    081 24 18.21021(W) AD(       ) 2
 FA4861  NGVD 29 (09/01/92)  260.83   (m)          855.7    (f) LEVELING    3  
 FA4861
 FA4861.Superseded values are not recommended for survey control.
 FA4861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4861.See file dsdata.txt to determine how the superseded data were derived.
 FA4861
 FA4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6314900522(NAD 83)
 FA4861_MARKER: DD = SURVEY DISK
 FA4861_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FA4861+WITH SETTING: INFORMATION.
 FA4861_SP_SET: METAL ROD DRIVEN INTO GROUND
 FA4861_STAMPING: 9 JMS 2 1980
 FA4861_MARK LOGO: NCDOT 
 FA4861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4861
 FA4861  HISTORY     - Date     Condition        Report By
 FA4861  HISTORY     - 1980     MONUMENTED       NCDOT
 FA4861  HISTORY     - 19850101 GOOD             NCGS
 FA4861  HISTORY     - 19941221 MARK NOT FOUND   USPSQD
 FA4861  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 FA4861
 FA4861                          STATION DESCRIPTION
 FA4861
 FA4861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4861'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) WEST OF KINGS MOUNTAIN AND
 FA4861'13.4 KM (8.3 MI) EAST-SOUTHEAST OF SHELBY.
 FA4861'AT THE INTERSECTION OF US 74 BUSINESS AND US 74 BYPASS, IN THE
 FA4861'SOUTHEAST QUADRANT, ON A CUT, SOUTHEAST OF THE ENTRANCE RAMP.
 FA4861'MARK IS FLUSH WITH GROUND AND 30 FEET HIGHER THAN THE ENTRANCE RAMP.
 FA4861'LOCATED 29.8 M (97.8 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 FA4861'BOUND ENTRANCE RAMP, 7.2 M (23.6 FT) NORTHWEST OF A RIGHT-OF-WAY
 FA4861'FENCE--AND 8.3 M (27.2 FT) WEST-NORTHWEST OF A 6-INCH POPLAR, 12.3 M
 FA4861'(40.4 FT) NORTH-NORTHWEST OF A 10-INCH SWEETGUM, 22.1 M (72.5 FT)
 FA4861'NORTH-NORTHEAST OF A 5-INCH POPLAR--ALL WITH REFERENCE TAGS.
 FA4861
 FA4861                          STATION RECOVERY (1994)
 FA4861
 FA4861'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4861'MARK NOT FOUND.
 FA4861
 FA4861                          STATION RECOVERY (2004)
 FA4861
 FA4861'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 FA4861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4862 ***********************************************************************
 FA4862  DESIGNATION -  9 JMS 3
 FA4862  PID         -  FA4862
 FA4862  STATE/COUNTY-  NC/CLEVELAND
 FA4862  USGS QUAD   -  KINGS MOUNTAIN (1993)
 FA4862
 FA4862                         *CURRENT SURVEY CONTROL
 FA4862  ___________________________________________________________________
 FA4862* NAD 83(2001)-  35 14 55.12690(N)    081 20 26.75427(W)     ADJUSTED  
 FA4862* NAVD 88     -       313.78   (+/-2cm)    1029.5    (feet)  VERTCON   
 FA4862  ___________________________________________________________________
 FA4862  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 FA4862  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FA4862  HORZ ORDER  -  SECOND
 FA4862  VERT ORDER  -  THIRD ? (See Below)
 FA4862
 FA4862.The horizontal coordinates were established by classical geodetic methods
 FA4862.and adjusted by the National Geodetic Survey in August 2005.
 FA4862
 FA4862.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4862.The vertical order pertains to the NGVD 29 superseded value.
 FA4862
 FA4862.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4862
 FA4862.The geoid height was determined by GEOID03.
 FA4862
 FA4862;                    North         East     Units Scale Factor Converg.
 FA4862;SPC NC       -   168,755.976   396,612.352   MT  0.99987259   -1 21 03.7
 FA4862;SPC NC       -   553,660.23  1,301,219.02   sFT  0.99987259   -1 21 03.7
 FA4862;UTM  17      - 3,900,670.772   468,998.919   MT  0.99961184   -0 11 48.0
 FA4862
 FA4862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4862!SPC NC       -   0.99995570  x   0.99987259  =   0.99982829
 FA4862!UTM  17      -   0.99995570  x   0.99961184  =   0.99956755
 FA4862
 FA4862                          SUPERSEDED SURVEY CONTROL
 FA4862
 FA4862  NAD 83(1986)-  35 14 55.14375(N)    081 20 26.75358(W) AD(       ) 2
 FA4862  NGVD 29 (09/01/92)  313.99   (m)         1030.1    (f) LEVELING    3  
 FA4862
 FA4862.Superseded values are not recommended for survey control.
 FA4862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4862.See file dsdata.txt to determine how the superseded data were derived.
 FA4862
 FA4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6899900671(NAD 83)
 FA4862_MARKER: DD = SURVEY DISK
 FA4862_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FA4862+WITH SETTING: INFORMATION.
 FA4862_SP_SET: METAL ROD DRIVEN INTO GROUND
 FA4862_STAMPING: 9 JMS 3 1980
 FA4862_MARK LOGO: NCDOT 
 FA4862_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4862
 FA4862  HISTORY     - Date     Condition        Report By
 FA4862  HISTORY     - 1980     MONUMENTED       NCDOT
 FA4862  HISTORY     - 19850101 GOOD             NCGS
 FA4862  HISTORY     - 19941215 GOOD             USPSQD
 FA4862  HISTORY     - 19991120 GOOD             USPSQD
 FA4862
 FA4862                          STATION DESCRIPTION
 FA4862
 FA4862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4862'STATION IS LOCATED IN KINGS MOUNTAIN.
 FA4862'ALONG NC 216 FOR 0.25 KM (0.16 MI) SOUTH FROM US 74 BYPASS, TO WALKER
 FA4862'STREET, IN SOUTHWEST CORNER OF YARD OF TWO STORY FRAME HOUSE.
 FA4862'MARK IS FLUSH WITH THE GROUND AND 4 FEET HIGHER THAN THE HIGHWAY.
 FA4862'LOCATED 11.9 M (39.0 FT) EAST OF THE CENTERLINE OF NC 216, 21.9 M
 FA4862'(71.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 1.5 M
 FA4862'(4.9 FT) WEST-NORTHWEST OF A 16-INCH HICKORY WITH A RAILROAD SPIKE,
 FA4862'AND 1.8 M (5.9 FT) EAST OF A POWER POLE WITH A REFERENCE TAG.
 FA4862
 FA4862                          STATION RECOVERY (1994)
 FA4862
 FA4862'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4862'RECOVERED IN GOOD CONDITION.
 FA4862
 FA4862                          STATION RECOVERY (1999)
 FA4862
 FA4862'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4863 ***********************************************************************
 FA4863  DESIGNATION -  9 JMS 4
 FA4863  PID         -  FA4863
 FA4863  STATE/COUNTY-  NC/CLEVELAND
 FA4863  USGS QUAD   -  BESSEMER CITY (1993)
 FA4863
 FA4863                         *CURRENT SURVEY CONTROL
 FA4863  ___________________________________________________________________
 FA4863* NAD 83(2001)-  35 15 11.11241(N)    081 20 24.43309(W)     ADJUSTED  
 FA4863* NAVD 88     -       322.54   (+/-2cm)    1058.2    (feet)  VERTCON   
 FA4863  ___________________________________________________________________
 FA4863  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FA4863  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FA4863  HORZ ORDER  -  SECOND
 FA4863  VERT ORDER  -  THIRD ? (See Below)
 FA4863
 FA4863.The horizontal coordinates were established by classical geodetic methods
 FA4863.and adjusted by the National Geodetic Survey in August 2005.
 FA4863
 FA4863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4863.The vertical order pertains to the NGVD 29 superseded value.
 FA4863
 FA4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4863
 FA4863.The geoid height was determined by GEOID03.
 FA4863
 FA4863;                    North         East     Units Scale Factor Converg.
 FA4863;SPC NC       -   169,247.037   396,682.621   MT  0.99987259   -1 21 02.3
 FA4863;SPC NC       -   555,271.32  1,301,449.57   sFT  0.99987259   -1 21 02.3
 FA4863;UTM  17      - 3,901,163.020   469,059.264   MT  0.99961180   -0 11 46.7
 FA4863
 FA4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4863!SPC NC       -   0.99995432  x   0.99987259  =   0.99982692
 FA4863!UTM  17      -   0.99995432  x   0.99961180  =   0.99956614
 FA4863
 FA4863                          SUPERSEDED SURVEY CONTROL
 FA4863
 FA4863  NAD 83(1986)-  35 15 11.12930(N)    081 20 24.43263(W) AD(       ) 2
 FA4863  NGVD 29 (09/01/92)  322.75   (m)         1058.9    (f) LEVELING    3  
 FA4863
 FA4863.Superseded values are not recommended for survey control.
 FA4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4863.See file dsdata.txt to determine how the superseded data were derived.
 FA4863
 FA4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6905901163(NAD 83)
 FA4863_MARKER: DD = SURVEY DISK
 FA4863_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FA4863+WITH SETTING: INFORMATION.
 FA4863_SP_SET: METAL ROD DRIVEN INTO GROUND
 FA4863_STAMPING: 9 JMS 4 1980
 FA4863_MARK LOGO: NCDOT 
 FA4863_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4863
 FA4863  HISTORY     - Date     Condition        Report By
 FA4863  HISTORY     - 1980     MONUMENTED       NCDOT
 FA4863  HISTORY     - 19850101 GOOD             NCGS
 FA4863  HISTORY     - 19941215 GOOD             USPSQD
 FA4863  HISTORY     - 19991120 GOOD             USPSQD
 FA4863
 FA4863                          STATION DESCRIPTION
 FA4863
 FA4863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4863'STATION IS LOCATED IN KINGS MOUNTAIN.
 FA4863'ALONG NC 216, ABOUT 800 FEET NORTH OF US 74 BYPASS, OR 200 FEET NORTH
 FA4863'OF PIEDMOND AVENUE, IN THE SOUTHEAST CORNER OF THE YARD OF A 1-STORY
 FA4863'FRAME HOUSE.
 FA4863'MARK IS FLUSH WITH GROUND AND LEVEL WITH THE HIGHWAY.  LOCATED 12.5 M
 FA4863'(41.0 FT) WEST OF THE CENTERLINE OF NC 216--AND 19.4 M (63.6 FT)
 FA4863'SOUTH OF AN 18-INCH WALNUT, 5.8 M (19.0 FT) NORTHEAST OF A POWER
 FA4863'POLE--BOTH WITH REFERENCE TAGS.
 FA4863
 FA4863                          STATION RECOVERY (1994)
 FA4863
 FA4863'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4863'RECOVERED IN GOOD CONDITION.
 FA4863
 FA4863                          STATION RECOVERY (1999)
 FA4863
 FA4863'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8184 ***********************************************************************
 AF8184  DESIGNATION -  9 JS 22
 AF8184  PID         -  AF8184
 AF8184  STATE/COUNTY-  NC/RUTHERFORD
 AF8184  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8184
 AF8184                         *CURRENT SURVEY CONTROL
 AF8184  ___________________________________________________________________
 AF8184* NAD 83(2001)-  35 18 35.47456(N)    081 55 27.65923(W)     ADJUSTED  
 AF8184* NAVD 88     -       317.91   (meters)    1043.0    (feet)  LEVELING  
 AF8184  ___________________________________________________________________
 AF8184  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AF8184  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AF8184  HORZ ORDER  -  SECOND
 AF8184  VERT ORDER  -  THIRD ?
 AF8184
 AF8184.The horizontal coordinates were established by classical geodetic methods
 AF8184.and adjusted by the National Geodetic Survey in August 2005.
 AF8184
 AF8184.The orthometric height was determined by differential leveling.
 AF8184.The vertical network tie was performed by a horz. field party for horz.
 AF8184.obs reductions. Reset procedures were used to establish the elevation.
 AF8184
 AF8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8184
 AF8184.The geoid height was determined by GEOID03.
 AF8184
 AF8184;                    North         East     Units Scale Factor Converg.
 AF8184;SPC NC       -   176,951.052   343,725.136   MT  0.99987310   -1 41 16.3
 AF8184;SPC NC       -   580,546.91  1,127,704.88   sFT  0.99987310   -1 41 16.3
 AF8184;UTM  17      - 3,907,797.384   415,969.532   MT  0.99968702   -0 32 03.5
 AF8184
 AF8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8184!SPC NC       -   0.99995512  x   0.99987310  =   0.99982822
 AF8184!UTM  17      -   0.99995512  x   0.99968702  =   0.99964215
 AF8184
 AF8184:                Primary Azimuth Mark                     Grid Az
 AF8184:SPC NC       -  ALEXANDER MILLS TANK                     095 10 56.4
 AF8184:UTM  17      -  ALEXANDER MILLS TANK                     094 01 43.6
 AF8184
 AF8184|---------------------------------------------------------------------|
 AF8184| PID    Reference Object                     Distance      Geod. Az  |
 AF8184|                                                           dddmmss.s |
 AF8184| AF8297 ALEXANDER MILLS TANK                               0932940.1 |
 AF8184|---------------------------------------------------------------------|
 AF8184
 AF8184                          SUPERSEDED SURVEY CONTROL
 AF8184
 AF8184  NAD 83(1986)-  35 18 35.48711(N)    081 55 27.66211(W) AD(       ) 2
 AF8184
 AF8184.Superseded values are not recommended for survey control.
 AF8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8184.See file dsdata.txt to determine how the superseded data were derived.
 AF8184
 AF8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1597007797(NAD 83)
 AF8184_MARKER: DE = TRAVERSE STATION DISK
 AF8184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8184_STAMPING: 9 JS 22 1961
 AF8184_MARK LOGO: NCGS  
 AF8184_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8184+STABILITY: SURFACE MOTION
 AF8184
 AF8184  HISTORY     - Date     Condition        Report By
 AF8184  HISTORY     - 1961     MONUMENTED       NCDOT
 AF8184  HISTORY     - 19850101 GOOD             NCGS
 AF8184
 AF8184                          STATION DESCRIPTION
 AF8184
 AF8184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8184'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) WEST OF ALEXANDER MILLS, AND
 AF8184'7.1 KM (4.40 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.25 KM
 AF8184'(1.40 MI) NORTHWEST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD)
 AF8184'INTERSECTION, AT DANIELTOWN, AT SR 2171, SOUTHWEST OF THE
 AF8184'INTERSECTION. MARK IS FLUSH WITH GROUND AND IS 1-FOOT LOWER THAN US
 AF8184'221. LOCATED 8.08 M (26.51 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US
 AF8184'221, 2.44 M (8.01 FT) SOUTHWEST OF 14-INCH CONCRETE DRAIN PIPE, 11.28
 AF8184'M (37.01 FT) NORTHWEST OF CENTER OF CONCRETE HEADWALL, 5.64 M (18.50
 AF8184'FT) NORTH-NORTHWEST OF 36-INCH WHITE PINE, 11.03 M (36.19 FT)
 AF8184'SOUTH-SOUTHEAST OF PUBLIC SERVICE GAS LINE PIPE, AND 8.84 M (29.00 FT)
 AF8184'SOUTHWEST OF INTERSECTION OF US 221 AND SR 2171. BOWERS BROAD RIVER
 AF8184'FARM SILO IS VISIBLE AND THE GRID AZIMUTH IS--95-10-56.36--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1363 ***********************************************************************
 FA1363  DESIGNATION -  9 JS 24
 FA1363  PID         -  FA1363
 FA1363  STATE/COUNTY-  NC/RUTHERFORD
 FA1363  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 FA1363
 FA1363                         *CURRENT SURVEY CONTROL
 FA1363  ___________________________________________________________________
 FA1363* NAD 83(2001)-  35 18 47.38383(N)    081 52 51.05688(W)     ADJUSTED  
 FA1363* NAVD 88     -       310.699  (meters)    1019.35   (feet)  ADJUSTED  
 FA1363  ___________________________________________________________________
 FA1363  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FA1363  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA1363  DYNAMIC HT  -         310.392 (meters)    1018.34  (feet)  COMP
 FA1363  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 FA1363
 FA1363  HORZ ORDER  -  SECOND
 FA1363  VERT ORDER  -  SECOND    CLASS II
 FA1363
 FA1363.The horizontal coordinates were established by classical geodetic methods
 FA1363.and adjusted by the National Geodetic Survey in August 2005.
 FA1363
 FA1363.The orthometric height was determined by differential leveling
 FA1363.and adjusted in June 1991.
 FA1363
 FA1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1363
 FA1363.The geoid height was determined by GEOID03.
 FA1363
 FA1363.The dynamic height is computed by dividing the NAVD 88
 FA1363.geopotential number by the normal gravity value computed on the
 FA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1363.degrees latitude (g = 980.6199 gals.).
 FA1363
 FA1363.The modeled gravity was interpolated from observed gravity values.
 FA1363
 FA1363;                    North         East     Units Scale Factor Converg.
 FA1363;SPC NC       -   177,202.234   347,689.659   MT  0.99987316   -1 39 45.9
 FA1363;SPC NC       -   581,371.00  1,140,711.82   sFT  0.99987316   -1 39 45.9
 FA1363;UTM  17      - 3,908,128.265   419,927.441   MT  0.99967901   -0 30 33.1
 FA1363
 FA1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1363!SPC NC       -   0.99995625  x   0.99987316  =   0.99982942
 FA1363!UTM  17      -   0.99995625  x   0.99967901  =   0.99963527
 FA1363
 FA1363                          SUPERSEDED SURVEY CONTROL
 FA1363
 FA1363  NAD 83(1986)-  35 18 47.39625(N)    081 52 51.06042(W) AD(       ) 2
 FA1363  NAD 83(1986)-  35 18 47.39612(N)    081 52 51.05724(W) AD(       ) 2
 FA1363  NAD 27      -  35 18 46.93925(N)    081 52 51.69041(W) AD(       ) 2
 FA1363  NAVD 88 (06/09/98)  310.70   (m)         1019.4    (f) LEVELING    3  
 FA1363  NGVD 29 (??/??/92)  310.952  (m)         1020.18   (f) ADJ UNCH    2 2
 FA1363
 FA1363.Superseded values are not recommended for survey control.
 FA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1363.See file dsdata.txt to determine how the superseded data were derived.
 FA1363
 FA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1992708128(NAD 83)
 FA1363_MARKER: DE = TRAVERSE STATION DISK
 FA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1363_STAMPING: 9 JS 24 1961
 FA1363_MARK LOGO: NCSHC 
 FA1363_PROJECTION: PROJECTING 3 CENTIMETERS
 FA1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1363+STABILITY: SURFACE MOTION
 FA1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1363+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FA1363
 FA1363  HISTORY     - Date     Condition        Report By
 FA1363  HISTORY     - 1961     MONUMENTED       NCSHC
 FA1363  HISTORY     - 1972     GOOD             NCSHC
 FA1363  HISTORY     - 19731101 GOOD             NCGS
 FA1363  HISTORY     - 19850101 GOOD             NCGS
 FA1363  HISTORY     - 1986     GOOD             NGS
 FA1363  HISTORY     - 19960524 MARK NOT FOUND   USPSQD
 FA1363  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 FA1363  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 FA1363
 FA1363                          STATION DESCRIPTION
 FA1363
 FA1363'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC)
 FA1363'9 JS 24 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN
 FA1363'THE VICINITY OF ALEXANDER MILLS, NORTH CAROLINA.
 FA1363'
 FA1363'9 JS 24 1961 IS LOCATED APPROXIMATELY 1.8 MILES SW OF FOREST CITY,
 FA1363'AND 1.3 MILE WEST OF ALEXANDER MILLS.  TO REACH STATION FROM
 FA1363'INTERSECTION OF US 74 BYPASS WITH SR 2213 (SCHOOL STREET), SW OF
 FA1363'FOREST CITY, PROCEED SSW ALONG SR 2213 FOR 0.3 MILE TO SR 2159,
 FA1363'THENCE SE ALONG SR 2159 FOR 0.25 MILE TO STATION ON THE RIGHT.  0.05
 FA1363'MILE WEST OF INTERSECTION WITH SR 2238, AND APPROXIMATELY 10 FEET
 FA1363'ESE OF SOUTH PROJECTION OF EAST SIDE OF FRAME DWELLING ACROSS
 FA1363'ROAD.
 FA1363'
 FA1363'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE
 FA1363'POST, PROJECTING 1 INCH ABOVE THE GROUND.
 FA1363'
 FA1363'MARK IS
 FA1363'31.8 FEET SSW OF C/L OF SR 2159.
 FA1363'5.3 FEET E OF PP W/ALUMINUM REF. TAG.
 FA1363'62.6 FEET SW OF A TELEPHONE JUNCTION BOX NO. 4.
 FA1363
 FA1363                          STATION RECOVERY (1973)
 FA1363
 FA1363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1363'1.3 MI WEST OF ALEXANDER MILLS.
 FA1363'STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF FOREST CITY.
 FA1363'TO REACH STATION FROM INTERSECTION OF US 74 BYPASS WITH SR 2213
 FA1363'(SCHOOL STREET) SOUTHWEST OF FOREST CITY, PROCEED SOUTH-SOUTHWEST
 FA1363'ALONG SR 2213 FOR 0.3 MILE TO SR 2159, THENCE SOUTHEAST ALONG SR 2159
 FA1363'FOR 0.25 MILE TO STATION ON THE RIGHT, 0.05 MILE WEST OF INTERSECTION
 FA1363'WITH SR 2238, AND APPROXIMATELY 10 FEET EAST-SOUTHEAST OF SOUTH
 FA1363'PROJECTION OF EAST SIDE OF FRAME DWELLING ACROSS ROAD.  31.8 FEET
 FA1363'SOUTH-SOUTHWEST OF CENTERLINE OF SR 2159, 5.3 FEET EAST OF POWER POLE
 FA1363'WITH ALUMINUM REFERENCE TAG, AND 62.6 FEET SOUTHWEST OF TELEPHONE
 FA1363'JUNCTION BOX NUMBER 4.  STATION MARK IS A STANDARD NCSHC MONUMENT SET
 FA1363'IN THE TOP OF CONCRETE POST, PROJECTING 1 INCH ABOVE THE GROUND.
 FA1363
 FA1363                          STATION RECOVERY (1985)
 FA1363
 FA1363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA1363'RECOVERED AS DESCRIBED.
 FA1363
 FA1363                          STATION RECOVERY (1986)
 FA1363
 FA1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA1363'THE STATION WAS RECOVERED AT THIS DATE,
 FA1363'IN GOOD CONDITION.
 FA1363'
 FA1363'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI)
 FA1363'SOUTHWEST OF ELLENBORO,
 FA1363'9.9 KM (6.15 MI) SOUTHEAST OF SPINDALE AND
 FA1363'3.2 KM (2.0 MI) SOUTH OF FOREST CITY.
 FA1363'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FA1363'
 FA1363'TO REACH THE STATION FROM THE U.S. HIGHWAY 221A BRIDGE OVER U.S.
 FA1363'HIGHWAY 74 BYPASS WHICH IS SOUTH OF FOREST CITY, GO
 FA1363'WEST FOR 2.3 KM (1.45 MI) ON HIGHWAY 74 TO A TRAFFIC LIGHT AT THE
 FA1363'JUNCTION OF SR 2213 (SCHOOL STREET WITH KENTUCKY FRIED CHICKEN
 FA1363'RESTAURANT ON THE LEFT).
 FA1363'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON SR 2213 TO A SIDE
 FA1363'ROAD LEFT.
 FA1363'TURN LEFT AND GO EAST FOR 0.3 KM (0.2 MI) ON SR 2159 TO THE STATION
 FA1363'ON THE RIGHT.
 FA1363'
 FA1363'THE STATION IS A STANDARD NCHC DISK
 FA1363'STAMPED---9.JS.24 1019.930 1961---,
 FA1363'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FA1363'13 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 FA1363'19.08 METERS (62.6 FT) SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 FA1363'9.69 METERS (31.8 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 FA1363'OF SR 2159 AND
 FA1363'1.62 METERS (5.3 FT) EAST FROM A UTILITY POLE WITH AN ALUMINUM
 FA1363'REFERENCE TAG.
 FA1363'
 FA1363'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA1363'MARCH 1986.
 FA1363'
 FA1363'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA1363'
 FA1363'DESCRIBED BY D.F. CALLAHAN.
 FA1363
 FA1363                          STATION RECOVERY (1996)
 FA1363
 FA1363'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1363'MARK NOT FOUND.
 FA1363
 FA1363                          STATION RECOVERY (2004)
 FA1363
 FA1363'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA1363'MARK NOT FOUND.
 FA1363
 FA1363                          STATION RECOVERY (2005)
 FA1363
 FA1363'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FA1363'ADDITIONAL INFORMATION
 FA1363'HOMES HAVE BEEN BUILT IN THIS AREA AND LANDSCAPING MAY HAVE DESTROYED
 FA1363'THS STATION
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3329 ***********************************************************************
 FA3329  DESIGNATION -  9 JS 28
 FA3329  PID         -  FA3329
 FA3329  STATE/COUNTY-  NC/RUTHERFORD
 FA3329  USGS QUAD   -  FOREST CITY (1993)
 FA3329
 FA3329                         *CURRENT SURVEY CONTROL
 FA3329  ___________________________________________________________________
 FA3329* NAD 83(2001)-  35 19 10.24090(N)    081 48 24.03234(W)     ADJUSTED  
 FA3329* NAVD 88     -       273.69   (+/-2cm)     897.9    (feet)  VERTCON   
 FA3329  ___________________________________________________________________
 FA3329  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FA3329  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA3329  HORZ ORDER  -  SECOND
 FA3329  VERT ORDER  -  THIRD ? (See Below)
 FA3329
 FA3329.The horizontal coordinates were established by classical geodetic methods
 FA3329.and adjusted by the National Geodetic Survey in August 2005.
 FA3329
 FA3329.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3329.The vertical order pertains to the NGVD 29 superseded value.
 FA3329
 FA3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3329
 FA3329.The geoid height was determined by GEOID03.
 FA3329
 FA3329;                    North         East     Units Scale Factor Converg.
 FA3329;SPC NC       -   177,713.104   354,451.210   MT  0.99987329   -1 37 11.7
 FA3329;SPC NC       -   583,047.08  1,162,895.34   sFT  0.99987329   -1 37 11.7
 FA3329;UTM  17      - 3,908,775.023   426,675.982   MT  0.99966626   -0 27 59.0
 FA3329
 FA3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3329!SPC NC       -   0.99996206  x   0.99987329  =   0.99983535
 FA3329!UTM  17      -   0.99996206  x   0.99966626  =   0.99962833
 FA3329
 FA3329:                Primary Azimuth Mark                     Grid Az
 FA3329:SPC NC       -  BURL                                     261 36 49.9
 FA3329:UTM  17      -  BURL                                     260 27 37.2
 FA3329
 FA3329|---------------------------------------------------------------------|
 FA3329| PID    Reference Object                     Distance      Geod. Az  |
 FA3329|                                                           dddmmss.s |
 FA3329| FA1373 BURL                                APPROX. 2.1 KM 2595938.2 |
 FA3329|---------------------------------------------------------------------|
 FA3329
 FA3329                          SUPERSEDED SURVEY CONTROL
 FA3329
 FA3329  NAD 83(1986)-  35 19 10.25428(N)    081 48 24.03237(W) AD(       ) 2
 FA3329  NAD 27      -  35 19 09.80829(N)    081 48 24.67465(W) AD(       ) 2
 FA3329  NGVD 29 (07/19/86)  273.93   (m)          898.7    (f) LEVELING    3  
 FA3329
 FA3329.Superseded values are not recommended for survey control.
 FA3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3329.See file dsdata.txt to determine how the superseded data were derived.
 FA3329
 FA3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2667608775(NAD 83)
 FA3329_MARKER: DD = SURVEY DISK
 FA3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3329_STAMPING: 9 JS 28 1961
 FA3329_MARK LOGO: NCSHC 
 FA3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3329+STABILITY: SURFACE MOTION
 FA3329
 FA3329  HISTORY     - Date     Condition        Report By
 FA3329  HISTORY     - 1972     MONUMENTED       NCSHC
 FA3329  HISTORY     - 19960524 GOOD             USPSQD
 FA3329
 FA3329                          STATION DESCRIPTION
 FA3329
 FA3329'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC)
 FA3329'9 JS 28 IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION IN THE
 FA3329'VICINITY OF ELLENBORO, NORTH CAROLINA.
 FA3329'
 FA3329'9 JS 28 IS LOCATED APPROXIMATELY 2.8 MILES WEST OF ELLENBORO AND 3.3
 FA3329'MILES ESE OF FOREST CITY.  TO REACH STATION FROM INTERSECTION OF US
 FA3329'74 (BUSINESS) AND SR 1913 (OAK GROVE ROAD), PROCEED SOUTH ALONG SR
 FA3329'1913 FOR 1.5 MILES TO SR 1910 SOUTH AND STATION IN SOUTHEAST
 FA3329'QUADRANT OF INTERSECTION, IN WEST CORNER OF A YARD, AND 1.0 MILE
 FA3329'WEST ALONG SR 1913 FROM OAK GROVE METHODIST CHURCH.
 FA3329'
 FA3329'STATION MARK IS A STANDARD N. C. STATE HIGHWAY COMMISSION DISK,
 FA3329'STAMPED---9 JS 28 1961---SET IN THE TOP OF A CONCRETE CYLINDER,
 FA3329'THE TOP OF WHICH IS 1 INCH ABOVE THE GROUND.
 FA3329'
 FA3329'MARK IS
 FA3329'19.0 FEET WSW OF C/L OF SR 1913.
 FA3329'30.0 FEET ESE OF C/L OF SR 1910.
 FA3329
 FA3329                          STATION RECOVERY (1996)
 FA3329
 FA3329'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6135 ***********************************************************************
 AJ6135  DESIGNATION -  9 JS 37
 AJ6135  PID         -  AJ6135
 AJ6135  STATE/COUNTY-  NC/CLEVELAND
 AJ6135  USGS QUAD   -  BOILING SPRINGS NORTH (1982)
 AJ6135
 AJ6135                         *CURRENT SURVEY CONTROL
 AJ6135  ___________________________________________________________________
 AJ6135* NAD 83(2001)-  35 16 59.81874(N)    081 40 05.82756(W)     ADJUSTED  
 AJ6135* NAVD 88     -       261.06   (meters)     856.5    (feet)  LEVELING  
 AJ6135  ___________________________________________________________________
 AJ6135  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AJ6135  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AJ6135  HORZ ORDER  -  SECOND
 AJ6135  VERT ORDER  -  THIRD
 AJ6135
 AJ6135.The horizontal coordinates were established by classical geodetic methods
 AJ6135.and adjusted by the National Geodetic Survey in August 2005.
 AJ6135
 AJ6135.The orthometric height was determined by differential leveling.
 AJ6135.The vertical network tie was performed by a horz. field party for horz.
 AJ6135.obs reductions. Reset procedures were used to establish the elevation.
 AJ6135
 AJ6135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6135
 AJ6135.The geoid height was determined by GEOID03.
 AJ6135
 AJ6135;                    North         East     Units Scale Factor Converg.
 AJ6135;SPC NC       -   173,348.737   366,920.905   MT  0.99987274   -1 32 24.2
 AJ6135;SPC NC       -   568,728.31  1,203,806.34   sFT  0.99987274   -1 32 24.2
 AJ6135;UTM  17      - 3,904,663.528   439,228.301   MT  0.99964551   -0 23 09.7
 AJ6135
 AJ6135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6135!SPC NC       -   0.99996403  x   0.99987274  =   0.99983677
 AJ6135!UTM  17      -   0.99996403  x   0.99964551  =   0.99960955
 AJ6135
 AJ6135                          SUPERSEDED SURVEY CONTROL
 AJ6135
 AJ6135  NAD 83(1986)-  35 16 59.83357(N)    081 40 05.82902(W) AD(       ) 2
 AJ6135
 AJ6135.Superseded values are not recommended for survey control.
 AJ6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6135.See file dsdata.txt to determine how the superseded data were derived.
 AJ6135
 AJ6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3922804664(NAD 83)
 AJ6135_MARKER: DE = TRAVERSE STATION DISK
 AJ6135_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ6135_STAMPING: 9 JS 37 857.270 1961
 AJ6135_MARK LOGO: NCSHC 
 AJ6135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ6135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6135+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 AJ6135
 AJ6135  HISTORY     - Date     Condition        Report By
 AJ6135  HISTORY     - 1961     MONUMENTED       NCDOT
 AJ6135  HISTORY     - 19940705 SEE DESCRIPTION  NCGS
 AJ6135
 AJ6135                          STATION DESCRIPTION
 AJ6135
 AJ6135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AJ6135'THE MARK WAS RECOVERED IN FAIR CONDITION.
 AJ6135'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) NORTH OF BOILING SPRINGS AND
 AJ6135'2.0 MI (3.2 KM) SOUTHEAST OF MOORESBORO.
 AJ6135'ALONG SR 1161-NORTH MAIN STREET/MCBRAYER HOMESTEAD ROAD FOR 2.0 MI
 AJ6135'(3.2 KM) NORTH FROM NC 150 (IN BOILING SPRINGS), CONTINUE NORTH ALONG
 AJ6135'SR 1162-MCBRAYER HOMESTEAD ROAD FOR 0.3 MI (0.5 KM) TO STATION AT A
 AJ6135'DIRT DRIVEWAY LEADING WEST TO THE MCBRAYER CEMETARY, OR 0.95 MI (1.53
 AJ6135'KM) SOUTH OF US 74.
 AJ6135'MARK IS ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD AND IS PROJECTING 18
 AJ6135'INCHES ABOVE THE GROUND. LOCATED 27.0 FT (8.2 M) WEST OF THE
 AJ6135'CENTERLINE OF SR 1162, 21.5 FT (6.6 M) NORTH-NORTHWEST OF THE NORTH
 AJ6135'END OF A METAL CULVERT AND 136.4 FT (41.6 M) SOUTH OF A POWER POLE,
 AJ6135'72.5 FT (22.1 M) NORTHWEST OF A FENCE POST--BOTH WITH REFERENCE TAGS.
 AJ6135'NOTE- MARK APPEARS TO BE IN GOOD CONDITION BUT THE GROUND HAS BEEN
 AJ6135'GRADED AWAY FROM THE MONUMENT AND IT IS EXPOSED APPROXIMATELY 18
 AJ6135'INCHES ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4864 ***********************************************************************
 FA4864  DESIGNATION -  9 JS 44
 FA4864  PID         -  FA4864
 FA4864  STATE/COUNTY-  NC/CLEVELAND
 FA4864  USGS QUAD   -  SHELBY (1983)
 FA4864
 FA4864                         *CURRENT SURVEY CONTROL
 FA4864  ___________________________________________________________________
 FA4864* NAD 83(2001)-  35 16 50.98794(N)    081 32 59.76332(W)     NO CHECK  
 FA4864* NAVD 88     -       251.24   (+/-2cm)     824.3    (feet)  VERTCON   
 FA4864  ___________________________________________________________________
 FA4864  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FA4864  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FA4864  HORZ ORDER  -  SECOND
 FA4864  VERT ORDER  -  THIRD (See Below)
 FA4864
 FA4864.The horizontal coordinates were established by classical geodetic methods
 FA4864.and adjusted by the National Geodetic Survey in August 2005.
 FA4864.No horizontal observational check was made to the station.
 FA4864
 FA4864.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4864.The vertical order pertains to the NGVD 29 superseded value.
 FA4864
 FA4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4864
 FA4864.The geoid height was determined by GEOID03.
 FA4864
 FA4864;                    North         East     Units Scale Factor Converg.
 FA4864;SPC NC       -   172,793.800   377,675.522   MT  0.99987272   -1 28 18.3
 FA4864;SPC NC       -   566,907.66  1,239,090.44   sFT  0.99987272   -1 28 18.3
 FA4864;UTM  17      - 3,904,325.390   449,989.386   MT  0.99963082   -0 19 03.5
 FA4864
 FA4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4864!SPC NC       -   0.99996556  x   0.99987272  =   0.99983828
 FA4864!UTM  17      -   0.99996556  x   0.99963082  =   0.99959639
 FA4864
 FA4864                          SUPERSEDED SURVEY CONTROL
 FA4864
 FA4864  NAD 83(1986)-  35 16 51.00071(N)    081 32 59.76004(W) AD(       ) 2
 FA4864  NGVD 29 (09/01/92)  251.47   (m)          825.0    (f) LEVELING    3  
 FA4864
 FA4864.Superseded values are not recommended for survey control.
 FA4864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4864.See file dsdata.txt to determine how the superseded data were derived.
 FA4864
 FA4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4998904325(NAD 83)
 FA4864_MARKER: DE = TRAVERSE STATION DISK
 FA4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4864_SP_SET: CONCRETE POST
 FA4864_STAMPING: 9 JS 44 1972
 FA4864_MARK LOGO: NCDOT 
 FA4864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4864+STABILITY: SURFACE MOTION
 FA4864
 FA4864  HISTORY     - Date     Condition        Report By
 FA4864  HISTORY     - 1972     MONUMENTED       NCDOT
 FA4864  HISTORY     - 19840101 GOOD             NCGS
 FA4864  HISTORY     - 19950118 GOOD             USPSQD
 FA4864
 FA4864                          STATION DESCRIPTION
 FA4864
 FA4864'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4864'THE STATION IS LOCATED IN SHELBY.
 FA4864'ALONG US 74 BYPASS FOR 0.72 KM (0.45 MI) WEST FROM THE NC 18 OVERPASS,
 FA4864'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH HAMRICK STREET.
 FA4864'STATION IS LOCATED 10.97 M (35.99 FT) SOUTH-SOUTHWEST OF THE
 FA4864'CENTERLINE OF US 74 BYPASS EAST BOUND LANES (DIXON BOULEVARD), 10.82
 FA4864'M (35.50 FT) WEST-NORTHWEST OF THE CENTERLINE OF HAMRICK STREET, 3.51
 FA4864'M (11.52 FT) EAST OF A GUY WIRE ANCHOR--AND 2.59 M (8.50 FT)
 FA4864'SOUTHEAST OF A POWER POLE, 1.19 M (3.90 FT) WEST OF A ROAD SIGN, 22.49
 FA4864'M (73.79 FT) WEST-NORTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE
 FA4864'TAGS.  MARK IS RECESSED 4 INCHES BELOW GROUND AND IS 2 FT (0.6 M)
 FA4864'LOWER THAN THE HIGHWAY.
 FA4864
 FA4864                          STATION RECOVERY (1995)
 FA4864
 FA4864'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3254 ***********************************************************************
 FA3254  DESIGNATION -  9 JS 45
 FA3254  PID         -  FA3254
 FA3254  STATE/COUNTY-  NC/CLEVELAND
 FA3254  USGS QUAD   -  SHELBY (1983)
 FA3254
 FA3254                         *CURRENT SURVEY CONTROL
 FA3254  ___________________________________________________________________
 FA3254* NAD 83(2001)-  35 16 23.98412(N)    081 31 30.85964(W)     ADJUSTED  
 FA3254* NAVD 88     -       247.68   (+/-2cm)     812.6    (feet)  VERTCON   
 FA3254  ___________________________________________________________________
 FA3254  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FA3254  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA3254  HORZ ORDER  -  SECOND
 FA3254  VERT ORDER  -  THIRD ? (See Below)
 FA3254
 FA3254.The horizontal coordinates were established by classical geodetic methods
 FA3254.and adjusted by the National Geodetic Survey in August 2005.
 FA3254
 FA3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3254.The vertical order pertains to the NGVD 29 superseded value.
 FA3254
 FA3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3254
 FA3254.The geoid height was determined by GEOID03.
 FA3254
 FA3254;                    North         East     Units Scale Factor Converg.
 FA3254;SPC NC       -   171,904.548   379,900.012   MT  0.99987266   -1 27 27.0
 FA3254;SPC NC       -   563,990.17  1,246,388.62   sFT  0.99987266   -1 27 27.0
 FA3254;UTM  17      - 3,903,481.330   452,230.790   MT  0.99962812   -0 18 11.9
 FA3254
 FA3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3254!SPC NC       -   0.99996611  x   0.99987266  =   0.99983878
 FA3254!UTM  17      -   0.99996611  x   0.99962812  =   0.99959424
 FA3254
 FA3254                          SUPERSEDED SURVEY CONTROL
 FA3254
 FA3254  NAD 83(1986)-  35 16 23.99983(N)    081 31 30.85735(W) AD(       ) 2
 FA3254  NAD 83(1986)-  35 16 23.99532(N)    081 31 30.85639(W) AD(       ) 2
 FA3254  NAD 27      -  35 16 23.53479(N)    081 31 31.52896(W) AD(       ) 2
 FA3254  NGVD 29 (07/19/86)  247.91   (m)          813.4    (f) LEVELING    3  
 FA3254
 FA3254.Superseded values are not recommended for survey control.
 FA3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3254.See file dsdata.txt to determine how the superseded data were derived.
 FA3254
 FA3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5223103481(NAD 83)
 FA3254_MARKER: DE = TRAVERSE STATION DISK
 FA3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3254_SP_SET: CONCRETE POST
 FA3254_STAMPING: 9 JS 45 1972
 FA3254_MARK LOGO: NCSHC 
 FA3254_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3254+STABILITY: SURFACE MOTION
 FA3254
 FA3254  HISTORY     - Date     Condition        Report By
 FA3254  HISTORY     - 1972     MONUMENTED       NCSHC
 FA3254  HISTORY     - 1972     GOOD             NCSHC
 FA3254  HISTORY     - 1979     GOOD             NC-045
 FA3254  HISTORY     - 1980     GOOD             USGS
 FA3254  HISTORY     - 19840101 GOOD             NCGS
 FA3254  HISTORY     - 19950118 GOOD             USPSQD
 FA3254
 FA3254                          STATION DESCRIPTION
 FA3254
 FA3254'DESCRIBED BY NC STATE HWYS COMM 1972 (JWC)
 FA3254'9 JS 45 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN
 FA3254'THE VICINITY OF SHELBY, NORTH CAROLINA.
 FA3254'
 FA3254'9 JS 45 1961 IS LOCATED APPROXIMATELY AT THE SE EDGE OF SHELBY, AND
 FA3254'2.8 MILES NNW OF PATTERSON SPRINGS.  TO REACH STATION FROM US 74
 FA3254'BYPASS UNDERPASS OF NC 18 IN SHELBY, PROCEED EAST ALONG US 74
 FA3254'BYPASS FOR 1.1 MILE TO STAY ON RIGHT.  0.05 MILES WEST OF
 FA3254'INTERSECTION WITH SR 1101 (GROVE STREET), IN EAST EDGE OF GRASSY
 FA3254'AREA IN FRONT ON HAGER MOTEL, AND APPROXIMATELY 15 FEET EAST OF THE
 FA3254'NORTH PROJECTION OF THE EAST SIDE OF MOTEL.  (EAST WING).
 FA3254'
 FA3254'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE
 FA3254'POST, PROJECTING 1 INCH ABOVE THE GROUND.
 FA3254'
 FA3254'MARK IS
 FA3254'33.1 FEET S OF C/L OF US 74 BYPASS EAST BOUND LANE.
 FA3254'88.3 FEET NNW OF NW CORNER OF HAGER RESTAURANT (BRICK).
 FA3254'36.0 FEET NNE OF LAMP POLE W/ALUMINUM REF. TAG.
 FA3254'119.7 FEET E OF NE CORNER OF BRICK FOUNDATION OF MOTEL SIGN.
 FA3254'8.3 FEET SW OF 4 INCH POST.
 FA3254
 FA3254                          STATION RECOVERY (1972)
 FA3254
 FA3254'RECOVERY NOTE BY NC STATE HWYS COMM 1972
 FA3254'RECOVERED IN GOOD CONDITION.
 FA3254
 FA3254                          STATION RECOVERY (1979)
 FA3254
 FA3254'RECOVERY NOTE BY CLEVELAND COUNTY NORTH CAROLINA 1979 (HGP)
 FA3254'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3254
 FA3254                          STATION RECOVERY (1980)
 FA3254
 FA3254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (DGL)
 FA3254'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3254
 FA3254                          STATION RECOVERY (1984)
 FA3254
 FA3254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA3254'RECOVERED AT THIS DATE.  MARK IS IN FRONT OF SHELBY MOTEL AND HAGLER
 FA3254'RESTAURANT IS NOW VACANT.
 FA3254'STATION WAS DESCRIBED IN 1972 AS FOLLOWS -
 FA3254'9 JS 45 1961 IS A NORTH CAROLINA STATE HIGHWAY COMMISSION STATION IN
 FA3254'THE VICINITY OF SHELBY, NORTH CAROLINA.
 FA3254'9 JS 45 1961 IS LOCATED APPROXIMATELY AT THE SE EDGE OF SHELBY, AND
 FA3254'2.8 MILES NNW OF PATTERSON SPRINGS.  TO REACH STATION FROM US 74
 FA3254'BYPASS UNDERPASS OF NC 18 IN SHELBY, PROCEED EAST ALONG US 74
 FA3254'BYPASS FOR 1.1 MILE TO STAY ON RIGHT.  0.05 MILES WEST OF
 FA3254'INTERSECTION WITH SR 1101 (GROVE STREET), IN EAST EDGE OF GRASSY
 FA3254'AREA IN FRONT ON HAGER MOTEL, AND APPROXIMATELY 15 FEET EAST OF THE
 FA3254'NORTH PROJECTION OF THE EAST SIDE OF MOTEL.  (EAST WING).
 FA3254'STATION MARK IS A STANDARD NCSHC MONUMENT SET IN THE TOP OF CONCRETE
 FA3254'POST, PROJECTING 1 INCH ABOVE THE GROUND.
 FA3254'MARK IS
 FA3254'33.1 FEET S OF C/L OF US 74 BYPASS EAST BOUND LANE.
 FA3254'88.3 FEET NNW OF NW CORNER OF HAGER RESTAURANT (BRICK).
 FA3254'36.0 FEET NNE OF LAMP POLE W/ALUMINUM REF. TAG.
 FA3254'119.7 FEET E OF NE CORNER OF BRICK FOUNDATION OF MOTEL SIGN.
 FA3254'8.3 FEET SW OF 4 INCH POST.
 FA3254
 FA3254                          STATION RECOVERY (1995)
 FA3254
 FA3254'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4865 ***********************************************************************
 FA4865  DESIGNATION -  9 JWG
 FA4865  PID         -  FA4865
 FA4865  STATE/COUNTY-  NC/CLEVELAND
 FA4865  USGS QUAD   -  WACO (1973)
 FA4865
 FA4865                         *CURRENT SURVEY CONTROL
 FA4865  ___________________________________________________________________
 FA4865* NAD 83(2001)-  35 20 51.50344(N)    081 26 53.95482(W)     ADJUSTED  
 FA4865* NAVD 88     -       267.62   (+/-2cm)     878.0    (feet)  VERTCON   
 FA4865  ___________________________________________________________________
 FA4865  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA4865  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FA4865  HORZ ORDER  -  SECOND
 FA4865  VERT ORDER  -  THIRD ? (See Below)
 FA4865
 FA4865.The horizontal coordinates were established by classical geodetic methods
 FA4865.and adjusted by the National Geodetic Survey in August 2005.
 FA4865
 FA4865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4865.The vertical order pertains to the NGVD 29 superseded value.
 FA4865
 FA4865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4865
 FA4865.The geoid height was determined by GEOID03.
 FA4865
 FA4865;                    North         East     Units Scale Factor Converg.
 FA4865;SPC NC       -   179,970.244   387,098.490   MT  0.99987399   -1 24 47.2
 FA4865;SPC NC       -   590,452.38  1,270,005.63   sFT  0.99987399   -1 24 47.2
 FA4865;UTM  17      - 3,911,688.314   459,263.625   MT  0.99962045   -0 15 33.7
 FA4865
 FA4865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4865!SPC NC       -   0.99996298  x   0.99987399  =   0.99983698
 FA4865!UTM  17      -   0.99996298  x   0.99962045  =   0.99958344
 FA4865
 FA4865                          SUPERSEDED SURVEY CONTROL
 FA4865
 FA4865  NAD 83(1986)-  35 20 51.51887(N)    081 26 53.95626(W) AD(       ) 2
 FA4865  NGVD 29 (09/01/92)  267.84   (m)          878.7    (f) LEVELING    3  
 FA4865
 FA4865.Superseded values are not recommended for survey control.
 FA4865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4865.See file dsdata.txt to determine how the superseded data were derived.
 FA4865
 FA4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5926411688(NAD 83)
 FA4865_MARKER: DE = TRAVERSE STATION DISK
 FA4865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4865_SP_SET: CONCRETE GAS PUMP ISLAND
 FA4865_STAMPING: 9 JWG 1973
 FA4865_MARK LOGO: USGS  
 FA4865_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4865
 FA4865  HISTORY     - Date     Condition        Report By
 FA4865  HISTORY     - 1973     MONUMENTED       USGS
 FA4865  HISTORY     - 19840101 GOOD             NCGS
 FA4865  HISTORY     - 19950127 GOOD             USPSQD
 FA4865
 FA4865                          STATION DESCRIPTION
 FA4865
 FA4865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4865'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF WACO AND 10.3 KM
 FA4865'(6.4 MI) NORTHEAST OF SHELBY.
 FA4865'ALONG NC 150 FOR 5.5 KM (3.4 MI) NORTHEAST FROM NC 180, AT SR 2070, IN
 FA4865'AN ABANDONED GAS PUMP ISLAND.
 FA4865'STATION IS LOCATED 13.6 M (44.6 FT) SOUTHEAST OF THE CENTERLINE OF NC
 FA4865'150, 15.5 M (50.9 FT) SOUTHWEST OF THE CENTERLINE OF SR 2070 (OLD
 FA4865'STUBBS ROAD), 0.2 M (0.7 FT) SOUTHWEST OF THE EAST END OF A GAS PUMP
 FA4865'ISLAND, 3.3 M (10.8 FT) NORTHEAST OF THE WEST END OF A GAS PUMP
 FA4865'ISLAND, 7.7 M (25.3 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A
 FA4865'FRAME BUILDING--AND 30.9 M (101.4 FT) NORTHEAST OF A POWER POLE, 13.6
 FA4865'M (44.6 FT) NORTHWEST OF A NIGHT LIGHT POLE--BOTH WITH REFERENCE
 FA4865'TAGS. MARK IS 1 FOOT HIGHER THAN THE HIGHWAY.
 FA4865
 FA4865                          STATION RECOVERY (1995)
 FA4865
 FA4865'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8062 ***********************************************************************
 AF8062  DESIGNATION -  9 LB 1
 AF8062  PID         -  AF8062
 AF8062  STATE/COUNTY-  NC/FRANKLIN
 AF8062  USGS QUAD   -  BUNN WEST (1973)
 AF8062
 AF8062                         *CURRENT SURVEY CONTROL
 AF8062  ___________________________________________________________________
 AF8062* NAD 83(2001)-  35 53 16.97978(N)    078 15 54.09119(W)     ADJUSTED  
 AF8062* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 AF8062  ___________________________________________________________________
 AF8062  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AF8062  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AF8062  HORZ ORDER  -  SECOND
 AF8062
 AF8062.The horizontal coordinates were established by classical geodetic methods
 AF8062.and adjusted by the National Geodetic Survey in August 2005.
 AF8062
 AF8062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8062
 AF8062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8062
 AF8062.The geoid height was determined by GEOID03.
 AF8062
 AF8062;                    North         East     Units Scale Factor Converg.
 AF8062;SPC NC       -   237,425.284   675,957.803   MT  0.99993414   +0 25 27.1
 AF8062;SPC NC       -   778,952.79  2,217,704.89   sFT  0.99993414   +0 25 27.1
 AF8062;UTM  17      - 3,974,987.222   746,874.248   MT  1.00035106   +1 36 14.6
 AF8062
 AF8062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8062!SPC NC       -   0.99998887  x   0.99993414  =   0.99992301
 AF8062!UTM  17      -   0.99998887  x   1.00035106  =   1.00033992
 AF8062
 AF8062                          SUPERSEDED SURVEY CONTROL
 AF8062
 AF8062  NAD 83(1986)-  35 53 16.98654(N)    078 15 54.10334(W) AD(       ) 2
 AF8062  NGVD 29 (06/05/98)  105.3    (m)          345.     (f) VERT ANG    3  
 AF8062
 AF8062.Superseded values are not recommended for survey control.
 AF8062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8062.See file dsdata.txt to determine how the superseded data were derived.
 AF8062
 AF8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4687474987(NAD 83)
 AF8062_MARKER: DD = SURVEY DISK
 AF8062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8062_STAMPING: 9 LB 1 1973
 AF8062_MARK LOGO: NCSHC 
 AF8062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8062+STABILITY: SURFACE MOTION
 AF8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8062+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 AF8062
 AF8062  HISTORY     - Date     Condition        Report By
 AF8062  HISTORY     - 1973     MONUMENTED       NCSHC
 AF8062  HISTORY     - 19960726 GOOD             NCGS
 AF8062  HISTORY     - 20051219 GOOD             USPSQD
 AF8062
 AF8062                          STATION DESCRIPTION
 AF8062
 AF8062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AF8062'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF ZEBULON AND 9.6
 AF8062'MI (15.4 KM) SOUTHWEST OF SPRING HOPE.  ALONG NC 39 NORTH FROM OLD US
 AF8062'64 (AT THE WEST EDGE OF PILOT) FOR 0.2 MI (0.3 KM) TO SR 1746, ABOUT
 AF8062'250-FEET SOUTH OF THE INTERSECTION, BETWEEN NC 39 AND SR 1746 AND
 AF8062'ABOUT 800-FEET NORTHWEST OF PILOT BAPTIST CHURCH.  MARK IS FLUSH WITH
 AF8062'GROUND. LOCATED 29.7 FT (9.1 M) WEST OF THE CENTERLINE OF SR 1746,
 AF8062'45.4 FT (13.8 M) EAST OF THE CENTERLINE OF NC 39, 1.9 FT (0.6 M)
 AF8062'SOUTH-SOUTHEAST OF A POWER POLE (BF17), AND 93.0 FT (28.3 M) NORTHWEST
 AF8062'OF A CHISELED X ON THE WEST END OF A CONCRETE PIPE.
 AF8062
 AF8062                          STATION RECOVERY (2005)
 AF8062
 AF8062'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8060 ***********************************************************************
 AF8060  DESIGNATION -  9 LB 2
 AF8060  PID         -  AF8060
 AF8060  STATE/COUNTY-  NC/NASH
 AF8060  USGS QUAD   -  BUNN EAST (1978)
 AF8060
 AF8060                         *CURRENT SURVEY CONTROL
 AF8060  ___________________________________________________________________
 AF8060* NAD 83(2001)-  35 55 54.67285(N)    078 08 13.12284(W)     ADJUSTED  
 AF8060* NAVD 88     -        67.0    (meters)     220.     (feet)  VERTCON   
 AF8060  ___________________________________________________________________
 AF8060  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AF8060  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AF8060  HORZ ORDER  -  SECOND
 AF8060
 AF8060.The horizontal coordinates were established by classical geodetic methods
 AF8060.and adjusted by the National Geodetic Survey in August 2005.
 AF8060
 AF8060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8060
 AF8060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8060
 AF8060.The geoid height was determined by GEOID03.
 AF8060
 AF8060;                    North         East     Units Scale Factor Converg.
 AF8060;SPC NC       -   242,378.183   687,475.879   MT  0.99994292   +0 29 53.2
 AF8060;SPC NC       -   795,202.42  2,255,493.78   sFT  0.99994292   +0 29 53.2
 AF8060;UTM  17      - 3,980,178.864   758,292.873   MT  1.00042215   +1 40 51.7
 AF8060
 AF8060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8060!SPC NC       -   0.99999486  x   0.99994292  =   0.99993779
 AF8060!UTM  17      -   0.99999486  x   1.00042215  =   1.00041701
 AF8060
 AF8060                          SUPERSEDED SURVEY CONTROL
 AF8060
 AF8060  NAD 83(1986)-  35 55 54.68087(N)    078 08 13.13346(W) AD(       ) 2
 AF8060  NGVD 29 (06/05/98)   67.3    (m)          221.     (f) VERT ANG    3  
 AF8060
 AF8060.Superseded values are not recommended for survey control.
 AF8060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8060.See file dsdata.txt to determine how the superseded data were derived.
 AF8060
 AF8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5829380179(NAD 83)
 AF8060_MARKER: DE = TRAVERSE STATION DISK
 AF8060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8060_STAMPING: 9 LB 2 1973
 AF8060_MARK LOGO: NCDOT 
 AF8060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8060+STABILITY: SURFACE MOTION
 AF8060
 AF8060  HISTORY     - Date     Condition        Report By
 AF8060  HISTORY     - 1973     MONUMENTED       NCDOT
 AF8060  HISTORY     - 19880101 GOOD             NCGS
 AF8060
 AF8060                          STATION DESCRIPTION
 AF8060
 AF8060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AF8060'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHWEST OF SPRING
 AF8060'HOPE. ALONG US 64 ALTERNATE FOR 3.0 KM (1.85 MI) SOUTHWEST FROM NC 581
 AF8060'(IN SPRING HOPE), OR 0.15 KM (0.10 MI) SOUTHWEST OF SR 1148. MARK IS
 AF8060'FLUSH WITH GROUND.  LOCATED 12.5 M (41.0 FT) SOUTH OF THE CENTERLINE
 AF8060'OF US 64, 17.59 M (57.71 FT) WEST-SOUTHWEST OF THE SOUTH END OF A
 AF8060'HIGHWAY CULVERT, 22.52 M (73.88 FT) SOUTH OF THE NORTH END OF A
 AF8060'HIGHWAY CULVERT, 73.8 M (242.1 FT) WEST-SOUTHWEST OF THE CENTERLINE
 AF8060'INTERSECTION OF US 64 ALTERNATE AND SR 1148, AND 68.28 M (224.02 FT)
 AF8060'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1931 ***********************************************************************
 EY1931  DESIGNATION -  9 MEA
 EY1931  PID         -  EY1931
 EY1931  STATE/COUNTY-  NC/MARTIN
 EY1931  USGS QUAD   -  OAK CITY (1981)
 EY1931
 EY1931                         *CURRENT SURVEY CONTROL
 EY1931  ___________________________________________________________________
 EY1931* NAD 83(1986)-  35 58 19.     (N)    077 17 41.     (W)     SCALED    
 EY1931* NAVD 88     -        16.096  (meters)      52.81   (feet)  ADJUSTED  
 EY1931  ___________________________________________________________________
 EY1931  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 EY1931  DYNAMIC HT  -          16.083 (meters)      52.77  (feet)  COMP
 EY1931  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 EY1931
 EY1931  VERT ORDER  -  SECOND    CLASS II
 EY1931
 EY1931.The horizontal coordinates were scaled from a topographic map and have
 EY1931.an estimated accuracy of +/- 6 seconds.
 EY1931
 EY1931.The orthometric height was determined by differential leveling
 EY1931.and adjusted in June 1991.
 EY1931
 EY1931.The geoid height was determined by GEOID03.
 EY1931
 EY1931.The dynamic height is computed by dividing the NAVD 88
 EY1931.geopotential number by the normal gravity value computed on the
 EY1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1931.degrees latitude (g = 980.6199 gals.).
 EY1931
 EY1931.The modeled gravity was interpolated from observed gravity values.
 EY1931
 EY1931;                    North         East    Units  Estimated Accuracy
 EY1931;SPC NC       -   247,810.      763,400.      MT  (+/- 180 meters Scaled)
 EY1931
 EY1931                          SUPERSEDED SURVEY CONTROL
 EY1931
 EY1931.No superseded survey control is available for this station.
 EY1931
 EY1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE930832(NAD 83)
 EY1931_MARKER: DB = BENCH MARK DISK
 EY1931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EY1931_SP_SET: ABUTMENT OF BRIDGE
 EY1931_STAMPING: 9 MEA 1978 54
 EY1931_MARK LOGO: USGS  
 EY1931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1931+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 EY1931
 EY1931  HISTORY     - Date     Condition        Report By
 EY1931  HISTORY     - 1978     MONUMENTED       USGS
 EY1931  HISTORY     - 1981     GOOD             NCGS
 EY1931  HISTORY     - 20060503 GOOD             NCGS
 EY1931
 EY1931                          STATION DESCRIPTION
 EY1931
 EY1931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1931'0.7 MI NE FROM OAK CITY.
 EY1931'0.7 MILE NORTHEAST ALONG NC 11 FROM THE NC 125 CROSSROADS IN OAK
 EY1931'CITY, IN SOUTHEAST ABUTMENT OF BRIDGE OVER CONOHO CREEK.
 EY1931
 EY1931                          STATION RECOVERY (2006)
 EY1931
 EY1931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2780 ***********************************************************************
 AH2780  DESIGNATION -  9 WC 20
 AH2780  PID         -  AH2780
 AH2780  STATE/COUNTY-  NC/WAYNE
 AH2780  USGS QUAD   -  LA GRANGE (1983)
 AH2780
 AH2780                         *CURRENT SURVEY CONTROL
 AH2780  ___________________________________________________________________
 AH2780* NAD 83(2001)-  35 18 56.87188(N)    077 50 43.71989(W)     ADJUSTED  
 AH2780* NAVD 88     -        31.6    (meters)     104.     (feet)  VERT ANG  
 AH2780  ___________________________________________________________________
 AH2780  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AH2780  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AH2780  HORZ ORDER  -  SECOND
 AH2780
 AH2780.The horizontal coordinates were established by classical geodetic methods
 AH2780.and adjusted by the National Geodetic Survey in August 2005.
 AH2780
 AH2780.The orthometric height was determined by vertical angle observations.
 AH2780
 AH2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2780
 AH2780.The geoid height was determined by GEOID03.
 AH2780
 AH2780;                    North         East     Units Scale Factor Converg.
 AH2780;SPC NC       -   174,304.386   714,573.242   MT  0.99987321   +0 39 58.9
 AH2780;SPC NC       -   571,863.64  2,344,395.71   sFT  0.99987321   +0 39 58.9
 AH2780;UTM  18      - 3,911,779.927   241,311.423   MT  1.00042478   -1 38 45.0
 AH2780
 AH2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2780!SPC NC       -   1.00000060  x   0.99987321  =   0.99987380
 AH2780!UTM  18      -   1.00000060  x   1.00042478  =   1.00042538
 AH2780
 AH2780                          SUPERSEDED SURVEY CONTROL
 AH2780
 AH2780  NAD 83(1986)-  35 18 56.88135(N)    077 50 43.72925(W) AD(       ) 2
 AH2780
 AH2780.Superseded values are not recommended for survey control.
 AH2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2780.See file dsdata.txt to determine how the superseded data were derived.
 AH2780
 AH2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4131111780(NAD 83)
 AH2780_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2780_STAMPING: 9 WC 20 1966
 AH2780_MARK LOGO: NCSHC 
 AH2780_PROJECTION: FLUSH
 AH2780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2780+STABILITY: SURFACE MOTION
 AH2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2780+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 AH2780
 AH2780  HISTORY     - Date     Condition        Report By
 AH2780  HISTORY     - 1966     MONUMENTED       NCDOT
 AH2780  HISTORY     - 19910715 GOOD             NCGS
 AH2780
 AH2780                          STATION DESCRIPTION
 AH2780
 AH2780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2780'STATION IS LOCATED ABOUT 3.25 MI (5.23 KM) WEST-NORTHWEST OF LA GRANGE
 AH2780'AND 9.80 MI (15.77 KM) EAST-SOUTHEAST OF GOLDSBORO. ALONG US 70 FOR
 AH2780'4.70 MI (7.56 KM) EAST FROM NC 111, NEAR A POWER POLE. MARK IS ABOUT
 AH2780'1-FOOT LOWER THAN HIGHWAY AND RECESSED 3 INCHES BELOW GROUND. LOCATED
 AH2780'33.70 FT (10.27 M) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE
 AH2780'OF US 70, 116.00 FT (35.36 M) NORTHWEST OF THE SOUTH END OF A HIGHWAY
 AH2780'CULVERT, 127.70 FT (38.92 M) NORTHWEST OF THE NORTHERNMOST BILLBOARD
 AH2780'POST AND 3.70 FT (1.13 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 AH2780'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2782 ***********************************************************************
 AH2782  DESIGNATION -  9 WC 22
 AH2782  PID         -  AH2782
 AH2782  STATE/COUNTY-  NC/WAYNE
 AH2782  USGS QUAD   -  LA GRANGE (1983)
 AH2782
 AH2782                         *CURRENT SURVEY CONTROL
 AH2782  ___________________________________________________________________
 AH2782* NAD 83(2001)-  35 18 35.08718(N)    077 49 52.04362(W)     ADJUSTED  
 AH2782* NAVD 88     -        32.0    (meters)     105.     (feet)  VERT ANG  
 AH2782  ___________________________________________________________________
 AH2782  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AH2782  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 AH2782  HORZ ORDER  -  SECOND
 AH2782
 AH2782.The horizontal coordinates were established by classical geodetic methods
 AH2782.and adjusted by the National Geodetic Survey in August 2005.
 AH2782
 AH2782.The orthometric height was determined by vertical angle observations.
 AH2782
 AH2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2782
 AH2782.The geoid height was determined by GEOID03.
 AH2782
 AH2782;                    North         East     Units Scale Factor Converg.
 AH2782;SPC NC       -   173,648.421   715,886.235   MT  0.99987310   +0 40 28.7
 AH2782;SPC NC       -   569,711.53  2,348,703.42   sFT  0.99987310   +0 40 28.7
 AH2782;UTM  18      - 3,911,071.140   242,597.588   MT  1.00041660   -1 38 14.2
 AH2782
 AH2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2782!SPC NC       -   1.00000055  x   0.99987310  =   0.99987365
 AH2782!UTM  18      -   1.00000055  x   1.00041660  =   1.00041715
 AH2782
 AH2782                          SUPERSEDED SURVEY CONTROL
 AH2782
 AH2782  NAD 83(1986)-  35 18 35.09712(N)    077 49 52.05169(W) AD(       ) 2
 AH2782
 AH2782.Superseded values are not recommended for survey control.
 AH2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2782.See file dsdata.txt to determine how the superseded data were derived.
 AH2782
 AH2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4259811071(NAD 83)
 AH2782_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2782_STAMPING: 9 WC 22 1966
 AH2782_MARK LOGO: NCSHC 
 AH2782_PROJECTION: FLUSH
 AH2782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2782+STABILITY: SURFACE MOTION
 AH2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2782+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 AH2782
 AH2782  HISTORY     - Date     Condition        Report By
 AH2782  HISTORY     - 1966     MONUMENTED       NCDOT
 AH2782  HISTORY     - 19910715 GOOD             NCGS
 AH2782
 AH2782                          STATION DESCRIPTION
 AH2782
 AH2782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2782'STATION IS LOCATED ABOUT 2.40 MI (3.86 KM) WEST OF LAGRANGE AND 10.70
 AH2782'MI (17.22 KM) EAST-SOUTHEAST OF GOLDSBORO. ALONG US 70 FOR 0.10 MI
 AH2782'(0.16 KM) NORTHWEST FROM SR 1731 (PINEY GROVE RD), NEAR A POWER POLE.
 AH2782'MARK IS ABOUT 1-FOOT LOWER THAN THE HIGHWAY AND FLUSH WITH GROUND.
 AH2782'LOCATED 133.00 FT (40.54 M) NORTHEAST OF THE WEST BOUND LANE OF US 70,
 AH2782'81.80 FT (24.93 M) SOUTH OF SR 1788, 20.00 FT (6.10 M) EAST-NORTHEAST
 AH2782'OF A GUY WIRE ANCHOR, 36.20 FT (11.03 M) NORTHWEST OF A BILLBOARD
 AH2782'SIGNPOST WITH AN ELECTRIC METER AND 2.50 FT (0.76 M) SOUTHWEST OF A
 AH2782'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2781 ***********************************************************************
 AH2781  DESIGNATION -  9 WC 23
 AH2781  PID         -  AH2781
 AH2781  STATE/COUNTY-  NC/WAYNE
 AH2781  USGS QUAD   -  LA GRANGE (1983)
 AH2781
 AH2781                         *CURRENT SURVEY CONTROL
 AH2781  ___________________________________________________________________
 AH2781* NAD 83(2001)-  35 18 37.01223(N)    077 49 44.28935(W)     ADJUSTED  
 AH2781* NAVD 88     -        31.2    (meters)     102.     (feet)  VERT ANG  
 AH2781  ___________________________________________________________________
 AH2781  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 AH2781  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 AH2781  HORZ ORDER  -  SECOND
 AH2781
 AH2781.The horizontal coordinates were established by classical geodetic methods
 AH2781.and adjusted by the National Geodetic Survey in August 2005.
 AH2781
 AH2781.The orthometric height was determined by vertical angle observations.
 AH2781
 AH2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2781
 AH2781.The geoid height was determined by GEOID03.
 AH2781
 AH2781;                    North         East     Units Scale Factor Converg.
 AH2781;SPC NC       -   173,710.045   716,081.384   MT  0.99987311   +0 40 33.2
 AH2781;SPC NC       -   569,913.71  2,349,343.67   sFT  0.99987311   +0 40 33.2
 AH2781;UTM  18      - 3,911,124.870   242,795.171   MT  1.00041535   -1 38 09.8
 AH2781
 AH2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2781!SPC NC       -   1.00000068  x   0.99987311  =   0.99987379
 AH2781!UTM  18      -   1.00000068  x   1.00041535  =   1.00041603
 AH2781
 AH2781                          SUPERSEDED SURVEY CONTROL
 AH2781
 AH2781  NAD 83(1986)-  35 18 37.02233(N)    077 49 44.29747(W) AD(       ) 2
 AH2781
 AH2781.Superseded values are not recommended for survey control.
 AH2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2781.See file dsdata.txt to determine how the superseded data were derived.
 AH2781
 AH2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4279511125(NAD 83)
 AH2781_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2781_STAMPING: 9 WC 23 1966
 AH2781_MARK LOGO: NCSHC 
 AH2781_PROJECTION: FLUSH
 AH2781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2781+STABILITY: SURFACE MOTION
 AH2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2781+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 AH2781
 AH2781  HISTORY     - Date     Condition        Report By
 AH2781  HISTORY     - 1966     MONUMENTED       NCDOT
 AH2781  HISTORY     - 19910715 GOOD             NCGS
 AH2781
 AH2781                          STATION DESCRIPTION
 AH2781
 AH2781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2781'STATION IS LOCATED ABOUT 2.30 MI (3.70 KM) WEST OF LA GRANGE AND 10.80
 AH2781'MI (17.38 KM) EAST-SOUTHEAST OF GOLDSBORO. PROCEED ALONG SR 1731
 AH2781'(PINEY GROVE RD) FOR 0.20 MI (0.32 KM) NORTHWEST FROM US 70, THENCE
 AH2781'SOUTHWEST FOR 0.10 MI (0.16 KM) ALONG SR 1788 TO STATION, IN A POWER
 AH2781'LINE RIGHT-OF-WAY, ABOUT 75 YARDS NORTHEAST OF THE BRITTHAVEN NURSING
 AH2781'HOME. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 48.50 FT
 AH2781'(14.78 M) SOUTH OF THE CENTERLINE OF SR 1788, 61.00 FT (18.59 M) EAST
 AH2781'OF THE CENTERLINE OF A GRAVEL DRIVEWAY TO NURSING HOME--AND 15.50 FT
 AH2781'(4.72 M) SOUTH OF A POWER POLE, 62.00 FT (18.90 M) NORTHWEST OF A
 AH2781'POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7366 ***********************************************************************
 AH7366  DESIGNATION -  9 WC 54
 AH7366  PID         -  AH7366
 AH7366  STATE/COUNTY-  NC/CRAVEN
 AH7366  USGS QUAD   -  DOVER (1982)
 AH7366
 AH7366                         *CURRENT SURVEY CONTROL
 AH7366  ___________________________________________________________________
 AH7366* NAD 83(2001)-  35 13 09.90884(N)    077 26 24.58333(W)     ADJUSTED  
 AH7366* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 AH7366  ___________________________________________________________________
 AH7366  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AH7366  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 AH7366  HORZ ORDER  -  SECOND
 AH7366
 AH7366.The horizontal coordinates were established by classical geodetic methods
 AH7366.and adjusted by the National Geodetic Survey in August 2005.
 AH7366
 AH7366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7366
 AH7366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7366
 AH7366.The geoid height was determined by GEOID03.
 AH7366
 AH7366;                    North         East     Units Scale Factor Converg.
 AH7366;SPC NC       -   164,118.118   751,590.900   MT  0.99987275   +0 54 01.1
 AH7366;SPC NC       -   538,444.19  2,465,844.48   sFT  0.99987275   +0 54 01.1
 AH7366;UTM  18      - 3,900,104.710   277,904.543   MT  1.00020794   -1 24 28.2
 AH7366
 AH7366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7366!SPC NC       -   1.00000283  x   0.99987275  =   0.99987558
 AH7366!UTM  18      -   1.00000283  x   1.00020794  =   1.00021077
 AH7366
 AH7366:                Primary Azimuth Mark                     Grid Az
 AH7366:SPC NC       -  KORNEGAY DESTROYED                       104 25 58.2
 AH7366:UTM  18      -  KORNEGAY DESTROYED                       106 44 27.5
 AH7366
 AH7366|---------------------------------------------------------------------|
 AH7366| PID    Reference Object                     Distance      Geod. Az  |
 AH7366|                                                           dddmmss.s |
 AH7366| AH7369 KORNEGAY DESTROYED                  420.468 METERS 1051959.3 |
 AH7366| EY4201 WESTDOV                             APPROX. 0.7 KM 2643538.3 |
 AH7366|---------------------------------------------------------------------|
 AH7366
 AH7366                          SUPERSEDED SURVEY CONTROL
 AH7366
 AH7366  NAD 83(1986)-  35 13 09.91856(N)    077 26 24.59380(W) AD(       ) 2
 AH7366  NGVD 29 (06/16/98)   18.8    (m)           62.     (f) VERT ANG    3  
 AH7366
 AH7366.Superseded values are not recommended for survey control.
 AH7366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7366.See file dsdata.txt to determine how the superseded data were derived.
 AH7366
 AH7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7790500105(NAD 83)
 AH7366_MARKER: DD = SURVEY DISK
 AH7366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7366_STAMPING: 9 WC 54 1966
 AH7366_MARK LOGO: NCSHC 
 AH7366_PROJECTION: FLUSH
 AH7366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7366+STABILITY: SURFACE MOTION
 AH7366
 AH7366  HISTORY     - Date     Condition        Report By
 AH7366  HISTORY     - 1966     MONUMENTED       NCSHC
 AH7366  HISTORY     - 19900221 GOOD             NCGS
 AH7366
 AH7366                          STATION DESCRIPTION
 AH7366
 AH7366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 AH7366'STATION IS LOCATED IN DOVER. ALONG SR 1005 (OLD US 70) FOR 0.75 MI
 AH7366'(1.21 KM) EAST FROM US 70, AND STATION ON NORTH SIDE OF ROAD, IN A
 AH7366'GRASSY AREA BETWEEN JOHNSON AND OAK STREETS. MARK IS LEVEL WITH ROAD
 AH7366'AND FLUSH WITH GROUND SURFACE. LOCATED 52.0 FT (15.8 M) NORTH OF THE
 AH7366'CENTERLINE OF SR 1005, 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF
 AH7366'JOHNSON STREET, 27.0 FT (8.2 M) SOUTH OF THE CENTERLINE OF A CONNECTOR
 AH7366'STREET, 47.8 FT (14.6 M) EAST-NORTHEAST OF A METAL STREET NAME POST,
 AH7366'121.5 FT (37.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN UNNAMED
 AH7366'CHURCH BUILDING, AND 91.0 FT (27.7 M) WEST OF A 28-INCH OAK WITH A
 AH7366'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2951 ***********************************************************************
 FZ2951  DESIGNATION -  9 WCE
 FZ2951  PID         -  FZ2951
 FZ2951  STATE/COUNTY-  NC/ALLEGHANY
 FZ2951  USGS QUAD   -  ROARING GAP (1971)
 FZ2951
 FZ2951                         *CURRENT SURVEY CONTROL
 FZ2951  ___________________________________________________________________
 FZ2951* NAD 83(2007)-  36 29 55.10060(N)    080 59 45.80492(W)     ADJUSTED  
 FZ2951* NAVD 88     -       846.8    (meters)    2778.     (feet)  VERTCON   
 FZ2951  ___________________________________________________________________
 FZ2951  EPOCH DATE  -        2002.00
 FZ2951  X           -     803,473.573 (meters)                     COMP
 FZ2951  Y           -  -5,070,673.932 (meters)                     COMP
 FZ2951  Z           -   3,773,297.591 (meters)                     COMP
 FZ2951  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FZ2951  ELLIP HEIGHT-         814.460 (meters)          (02/10/07) ADJUSTED
 FZ2951  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 FZ2951
 FZ2951  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2951  Type    PID    Designation                      North   East  Ellip
 FZ2951  -------------------------------------------------------------------
 FZ2951  NETWORK FZ2951 9 WCE                             0.49   0.41   1.08
 FZ2951  -------------------------------------------------------------------
 FZ2951
 FZ2951.The horizontal coordinates were established by GPS observations
 FZ2951.and adjusted by the National Geodetic Survey in February 2007.
 FZ2951
 FZ2951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2951.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2951.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2951.The epoch date for horizontal control is a decimal equivalence
 FZ2951.of Year/Month/Day.
 FZ2951
 FZ2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2951
 FZ2951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2951
 FZ2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2951
 FZ2951.The ellipsoidal height was determined by GPS observations
 FZ2951.and is referenced to NAD 83.
 FZ2951
 FZ2951.The geoid height was determined by GEOID03.
 FZ2951
 FZ2951;                    North         East     Units Scale Factor Converg.
 FZ2951;SPC NC       -   306,731.078   430,761.607   MT  1.00010959   -1 09 07.4
 FZ2951;SPC NC       - 1,006,333.55  1,413,257.04   sFT  1.00010959   -1 09 07.4
 FZ2951;UTM  17      - 4,039,257.128   500,353.130   MT  0.99960000   +0 00 08.4
 FZ2951
 FZ2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2951!SPC NC       -   0.99987219  x   1.00010959  =   0.99998177
 FZ2951!UTM  17      -   0.99987219  x   0.99960000  =   0.99947225
 FZ2951
 FZ2951                          SUPERSEDED SURVEY CONTROL
 FZ2951
 FZ2951  NAD 83(2001)-  36 29 55.10111(N)    080 59 45.80468(W) AD(       ) 1
 FZ2951  ELLIP H (03/13/03)  814.443  (m)                       GP(       ) 4 2
 FZ2951  NAD 83(1993)-  36 29 55.10508(N)    080 59 45.81249(W) AD(       ) 1
 FZ2951  NAD 83(1986)-  36 29 55.10959(N)    080 59 45.81159(W) AD(       ) 2
 FZ2951  NAD 83(1986)-  36 29 55.10959(N)    080 59 45.81159(W) AD(       ) 1
 FZ2951  NGVD 29 (10/14/98)  846.9    (m)         2779.     (f) GPS OBS     3  
 FZ2951
 FZ2951.Superseded values are not recommended for survey control.
 FZ2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2951.See file dsdata.txt to determine how the superseded data were derived.
 FZ2951
 FZ2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0035339257(NAD 83)
 FZ2951_MARKER: DB = BENCH MARK DISK
 FZ2951_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2951_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2951_STAMPING: ET 9 WCE 1963
 FZ2951_MARK LOGO: USGS  
 FZ2951_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2951+STABILITY: POSITION/ELEVATION WELL
 FZ2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2951+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1995
 FZ2951
 FZ2951  HISTORY     - Date     Condition        Report By
 FZ2951  HISTORY     - 1963     MONUMENTED       USGS
 FZ2951  HISTORY     - 19910718 GOOD             NCGS
 FZ2951  HISTORY     - 19950223 GOOD             NCGS
 FZ2951
 FZ2951                          STATION DESCRIPTION
 FZ2951
 FZ2951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2951'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF SPARTA, 3.5 MI
 FZ2951'(5.6 KM) EAST-NORTHEAST OF GLADE VALLEY.
 FZ2951'PROCEED ALONG US 21 FOR 4.8 MI (7.7 KM) SOUTHEAST FROM NC 18 (AT THE
 FZ2951'COURTHOUSE IN SPARTA), THENCE NORTHEAST ALONG SR 1444 (GLADE VALLEY
 FZ2951'RD) FOR 5.6 MI (9.0 KM) , THENCE NORTHWEST ALONG SR 1454 FOR ABOUT
 FZ2951'400 FEET TO TOP OF RIDGE, AND STATION ON WEST SIDE OF ROAD IN A
 FZ2951'PASTURE.
 FZ2951'MARK PROJECTS 6 INCHES ABOVE GROUND. LOCATED 180.0 FT (54.9 M)
 FZ2951'WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 33.0 FT (10.1 M)
 FZ2951'NORTHWEST OF HIGHEST POINT OF RIDGE, AND 96.0 FT (29.3 M) SOUTHWEST OF
 FZ2951'POWER POLE (RY462) WITH REFERENCE TAG.
 FZ2951
 FZ2951                          STATION RECOVERY (1995)
 FZ2951
 FZ2951'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ2951'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0093 ***********************************************************************
 EZ0093  DESIGNATION -  9 WCI
 EZ0093  PID         -  EZ0093
 EZ0093  STATE/COUNTY-  NC/JOHNSTON
 EZ0093  USGS QUAD   -  PRINCETON (1974)
 EZ0093
 EZ0093                         *CURRENT SURVEY CONTROL
 EZ0093  ___________________________________________________________________
 EZ0093* NAD 83(1986)-  35 27 58.     (N)    078 09 38.     (W)     SCALED    
 EZ0093* NAVD 88     -        45.924  (meters)     150.67   (feet)  ADJUSTED  
 EZ0093  ___________________________________________________________________
 EZ0093  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 EZ0093  DYNAMIC HT  -          45.884 (meters)     150.54  (feet)  COMP
 EZ0093  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 EZ0093
 EZ0093  VERT ORDER  -  FIRST     CLASS I
 EZ0093
 EZ0093.The horizontal coordinates were scaled from a topographic map and have
 EZ0093.an estimated accuracy of +/- 6 seconds.
 EZ0093
 EZ0093.The orthometric height was determined by differential leveling
 EZ0093.and adjusted in June 1991.
 EZ0093
 EZ0093.The geoid height was determined by GEOID03.
 EZ0093
 EZ0093.The dynamic height is computed by dividing the NAVD 88
 EZ0093.geopotential number by the normal gravity value computed on the
 EZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0093.degrees latitude (g = 980.6199 gals.).
 EZ0093
 EZ0093.The modeled gravity was interpolated from observed gravity values.
 EZ0093
 EZ0093;                    North         East    Units  Estimated Accuracy
 EZ0093;SPC NC       -   190,690.      685,790.      MT  (+/- 180 meters Scaled)
 EZ0093
 EZ0093                          SUPERSEDED SURVEY CONTROL
 EZ0093
 EZ0093.No superseded survey control is available for this station.
 EZ0093
 EZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV576284(NAD 83)
 EZ0093_MARKER: DD = SURVEY DISK
 EZ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0093_STAMPING: 9 WCI 1966
 EZ0093_MARK LOGO: NCHPWC
 EZ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0093+STABILITY: SURFACE MOTION
 EZ0093
 EZ0093  HISTORY     - Date     Condition        Report By
 EZ0093  HISTORY     - 1966     MONUMENTED       NCHPWC
 EZ0093  HISTORY     - 1968     GOOD             CGS
 EZ0093  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0093  HISTORY     - 1979     GOOD             NCGS
 EZ0093  HISTORY     - 19910821 GOOD             USPSQD
 EZ0093
 EZ0093                          STATION DESCRIPTION
 EZ0093
 EZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EZ0093'0.5 MI FROM NEAR PRINCETON.
 EZ0093'ABOUT 0.05 MILE NORTHWEST ALONG SECONDARY ROAD 2532 FROM THE
 EZ0093'POST OFFICE AT PRINCETON, 31 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EZ0093'OF THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK, 34 1/2 FEET
 EZ0093'NORTHEAST OF THE CENTERLINE OF SECONDARY ROAD 2532, 26 1/2 FEET
 EZ0093'NORTHWEST OF THE CENTERLINE OF SECONDARY ROAD 2534, 2 FEET WEST
 EZ0093'OF TELEPHONE POLE NUMBER 348, ABOUT 1 FOOT BELOW THE LEVEL OF
 EZ0093'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 EZ0093'THE SURFACE OF THE GROUND.
 EZ0093
 EZ0093                          STATION RECOVERY (1978)
 EZ0093
 EZ0093'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0093'MARK NOT FOUND.
 EZ0093
 EZ0093                          STATION RECOVERY (1979)
 EZ0093
 EZ0093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ0093'RECOVERED IN GOOD CONDITION.
 EZ0093
 EZ0093                          STATION RECOVERY (1991)
 EZ0093
 EZ0093'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2463 ***********************************************************************
 FX2463  DESIGNATION -  9 WSM
 FX2463  PID         -  FX2463
 FX2463  STATE/COUNTY-  NC/HALIFAX
 FX2463  USGS QUAD   -  SCOTLAND NECK (1962)
 FX2463
 FX2463                         *CURRENT SURVEY CONTROL
 FX2463  ___________________________________________________________________
 FX2463* NAD 83(1986)-  36 12 33.     (N)    077 23 03.     (W)     SCALED    
 FX2463* NAVD 88     -        14.307  (meters)      46.94   (feet)  ADJUSTED  
 FX2463  ___________________________________________________________________
 FX2463  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 FX2463  DYNAMIC HT  -          14.296 (meters)      46.90  (feet)  COMP
 FX2463  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 FX2463
 FX2463  VERT ORDER  -  SECOND    CLASS II
 FX2463
 FX2463.The horizontal coordinates were scaled from a topographic map and have
 FX2463.an estimated accuracy of +/- 6 seconds.
 FX2463
 FX2463.The orthometric height was determined by differential leveling
 FX2463.and adjusted in June 1991.
 FX2463
 FX2463.The geoid height was determined by GEOID03.
 FX2463
 FX2463.The dynamic height is computed by dividing the NAVD 88
 FX2463.geopotential number by the normal gravity value computed on the
 FX2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2463.degrees latitude (g = 980.6199 gals.).
 FX2463
 FX2463.The modeled gravity was interpolated from observed gravity values.
 FX2463
 FX2463;                    North         East    Units  Estimated Accuracy
 FX2463;SPC NC       -   273,990.      754,900.      MT  (+/- 180 meters Scaled)
 FX2463
 FX2463                          SUPERSEDED SURVEY CONTROL
 FX2463
 FX2463  NGVD 29 (??/??/92)   14.653  (m)           48.07   (f) ADJ UNCH    2 2
 FX2463
 FX2463.Superseded values are not recommended for survey control.
 FX2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2463.See file dsdata.txt to determine how the superseded data were derived.
 FX2463
 FX2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF856097(NAD 83)
 FX2463_MARKER: DD = SURVEY DISK
 FX2463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2463_SP_SET: BRIDGE SUPPORT
 FX2463_STAMPING: 9 WSM 1955 48
 FX2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2463
 FX2463  HISTORY     - Date     Condition        Report By
 FX2463  HISTORY     - 1955     MONUMENTED       NCGS
 FX2463  HISTORY     - 1975     GOOD             NCGS
 FX2463  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FX2463
 FX2463                          STATION DESCRIPTION
 FX2463
 FX2463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2463'6.5 MI NNE FROM SCOTLAND NECK.
 FX2463'STATION IS LOCATED AT THE SOUTH END OF THE US 258 STEEL GIRDER BRIDGE
 FX2463'OVER THE ROANOKE RIVER, AT THE GAGING STATION IN THE SW CONCRETE
 FX2463'BRIDGE PIER, AND APPROXIMATELY 8 FEET LOWER THAN SURFACE OF ROAD. 19.9
 FX2463'FT. NW OF C/L OF US 258, 6.3 FT. SOUTH OF NW CORNER OF CONCRETE BRIDGE
 FX2463'SUPPORT, 2.6 FT. WEST OF SW CORNER OF SOUTHWESTERNMOST STEEL BRIDGE
 FX2463'GIRDER, AND 6.7 FT. SE OF CENTER OF EAST SIDE OF GAGING STATION. DISK
 FX2463'IS SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE SUPPORT.
 FX2463
 FX2463                          STATION RECOVERY (1985)
 FX2463
 FX2463'RECOVERY NOTE BY US POWER SQUADRON 1985
 FX2463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2572 ***********************************************************************
 EZ2572  DESIGNATION -  90 DRD
 EZ2572  PID         -  EZ2572
 EZ2572  STATE/COUNTY-  NC/JOHNSTON
 EZ2572  USGS QUAD   -  FLOWERS (1973)
 EZ2572
 EZ2572                         *CURRENT SURVEY CONTROL
 EZ2572  ___________________________________________________________________
 EZ2572* NAD 83(1986)-  35 40 00.     (N)    078 15 32.     (W)     SCALED    
 EZ2572* NAVD 88     -        55.981  (meters)     183.66   (feet)  ADJUSTED  
 EZ2572  ___________________________________________________________________
 EZ2572  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EZ2572  DYNAMIC HT  -          55.932 (meters)     183.50  (feet)  COMP
 EZ2572  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 EZ2572
 EZ2572  VERT ORDER  -  SECOND    CLASS II
 EZ2572
 EZ2572.The horizontal coordinates were scaled from a topographic map and have
 EZ2572.an estimated accuracy of +/- 6 seconds.
 EZ2572
 EZ2572.The orthometric height was determined by differential leveling
 EZ2572.and adjusted in June 1991.
 EZ2572
 EZ2572.The geoid height was determined by GEOID03.
 EZ2572
 EZ2572.The dynamic height is computed by dividing the NAVD 88
 EZ2572.geopotential number by the normal gravity value computed on the
 EZ2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2572.degrees latitude (g = 980.6199 gals.).
 EZ2572
 EZ2572.The modeled gravity was interpolated from observed gravity values.
 EZ2572
 EZ2572;                    North         East    Units  Estimated Accuracy
 EZ2572;SPC NC       -   212,870.      676,700.      MT  (+/- 180 meters Scaled)
 EZ2572
 EZ2572                          SUPERSEDED SURVEY CONTROL
 EZ2572
 EZ2572.No superseded survey control is available for this station.
 EZ2572
 EZ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV481504(NAD 83)
 EZ2572_MARKER: DB = BENCH MARK DISK
 EZ2572_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ2572_SP_SET: WINGWALL OF BRIDGE
 EZ2572_STAMPING: 90 DRD 1960 185 TT
 EZ2572_MARK LOGO: USGS  
 EZ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2572+STABILITY: SURFACE MOTION
 EZ2572
 EZ2572  HISTORY     - Date     Condition        Report By
 EZ2572  HISTORY     - 1960     MONUMENTED       USGS
 EZ2572  HISTORY     - 1979     GOOD             NCGS
 EZ2572  HISTORY     - 19910817 GOOD             USPSQD
 EZ2572
 EZ2572                          STATION DESCRIPTION
 EZ2572
 EZ2572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2572'7.8 MI NE FROM WILSONS MILLS.
 EZ2572'0.5 MILE SOUTHWEST ALONG N.C. 42 FROM JUNCTION WITH N.C. 39 AT
 EZ2572'HARES CROSSROADS, IN NORTH END OF WESTERNMOST ABUTMENT OF BRIDGE
 EZ2572'OVER LITTLE RIVER, 1.0 FEET NORTH-NORTHWEST OF THE WEST ABUTMENT
 EZ2572'OF BRIDGE RAIL AND 17.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 EZ2572'HIGHWAY.
 EZ2572'THE MARK IS 1 FT BELOW BRIDGE.
 EZ2572
 EZ2572                          STATION RECOVERY (1991)
 EZ2572
 EZ2572'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ2572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1135 ***********************************************************************
 FY1135  DESIGNATION -  903
 FY1135  PID         -  FY1135
 FY1135  STATE/COUNTY-  NC/GUILFORD
 FY1135  USGS QUAD   -  GREENSBORO (1994)
 FY1135
 FY1135                         *CURRENT SURVEY CONTROL
 FY1135  ___________________________________________________________________
 FY1135* NAD 83(1986)-  36 06 59.     (N)    079 50 14.     (W)     SCALED    
 FY1135* NAVD 88     -       274.855  (meters)     901.75   (feet)  ADJUSTED  
 FY1135  ___________________________________________________________________
 FY1135  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FY1135  DYNAMIC HT  -         274.621 (meters)     900.99  (feet)  COMP
 FY1135  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 FY1135
 FY1135  VERT ORDER  -  FIRST     CLASS II
 FY1135
 FY1135.The horizontal coordinates were scaled from a topographic map and have
 FY1135.an estimated accuracy of +/- 6 seconds.
 FY1135
 FY1135.The orthometric height was determined by differential leveling
 FY1135.and adjusted in June 1991.
 FY1135
 FY1135.The geoid height was determined by GEOID03.
 FY1135
 FY1135.The dynamic height is computed by dividing the NAVD 88
 FY1135.geopotential number by the normal gravity value computed on the
 FY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1135.degrees latitude (g = 980.6199 gals.).
 FY1135
 FY1135.The modeled gravity was interpolated from observed gravity values.
 FY1135
 FY1135;                    North         East    Units  Estimated Accuracy
 FY1135;SPC NC       -   262,830.      534,230.      MT  (+/- 180 meters Scaled)
 FY1135
 FY1135                          SUPERSEDED SURVEY CONTROL
 FY1135
 FY1135  NGVD 29 (??/??/92)  275.075  (m)          902.48   (f) ADJ UNCH    1 2
 FY1135
 FY1135.Superseded values are not recommended for survey control.
 FY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1135.See file dsdata.txt to determine how the superseded data were derived.
 FY1135
 FY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV046974(NAD 83)
 FY1135_MARKER: DD = SURVEY DISK
 FY1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1135_STAMPING: 903.25 1904
 FY1135_MARK LOGO: USGS  
 FY1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1135+STABILITY: SURFACE MOTION
 FY1135
 FY1135  HISTORY     - Date     Condition        Report By
 FY1135  HISTORY     - UNK      MONUMENTED       USGS
 FY1135  HISTORY     - 1965     GOOD             CGS
 FY1135  HISTORY     - 1983     GOOD             USPSQD
 FY1135  HISTORY     - 19940203 MARK NOT FOUND   NCGS
 FY1135
 FY1135                          STATION DESCRIPTION
 FY1135
 FY1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1135'AT GREENSBORO.
 FY1135'AT GREENSBORO, ABOUT 3.4 MILES NORTHWEST ALONG THE SOUTHERN
 FY1135'RAILWAY FROM THE MADISION AVENUE OVERPASS, IN THE LAWN OF THE
 FY1135'MOUNT PISGAH METHODIST CHURCH, 81 1/2 FEET NORTH OF THE CENTER
 FY1135'OF THE CROSSING OF WEST PISGAH CHURCH ROAD, 101 FEET SOUTHWEST
 FY1135'OF THE SOUTH CORNER OF THE CHURCH, 36.9 FEET NORTHEAST OF THE
 FY1135'NORTHEAST RAIL, 27 FEET SOUTH OF POWER POLE 5, ABOUT LEVEL WITH
 FY1135'THE TRACK AND IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 FY1135'0.1 FOOT.
 FY1135
 FY1135                          STATION RECOVERY (1983)
 FY1135
 FY1135'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1135'RECOVERED IN GOOD CONDITION.
 FY1135
 FY1135                          STATION RECOVERY (1994)
 FY1135
 FY1135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (TRW)
 FY1135'MARK WAS SEARCHED FOR BUT NOT FOUND--IF IT STILL EXISTS, IT IS UNDER
 FY1135'AN ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1479 ***********************************************************************
 FB1479  DESIGNATION -  91
 FB1479  PID         -  FB1479
 FB1479  STATE/COUNTY-  NC/MACON
 FB1479  USGS QUAD   -  PRENTISS (1978)
 FB1479
 FB1479                         *CURRENT SURVEY CONTROL
 FB1479  ___________________________________________________________________
 FB1479* NAD 83(1986)-  35 01 53.     (N)    083 22 51.     (W)     SCALED    
 FB1479* NAVD 88     -       635.24   (+/-2cm)    2084.1    (feet)  VERTCON   
 FB1479  ___________________________________________________________________
 FB1479  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB1479  VERT ORDER  -  ? (See Below)
 FB1479
 FB1479.The horizontal coordinates were scaled from a topographic map and have
 FB1479.an estimated accuracy of +/- 6 seconds.
 FB1479
 FB1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1479.The vertical order pertains to the NGVD 29 superseded value.
 FB1479
 FB1479.The geoid height was determined by GEOID03.
 FB1479
 FB1479;                    North         East    Units  Estimated Accuracy
 FB1479;SPC NC       -   150,960.      210,010.      MT  (+/- 180 meters Scaled)
 FB1479
 FB1479                          SUPERSEDED SURVEY CONTROL
 FB1479
 FB1479  NGVD 29 (??/??/92)  635.253  (m)         2084.16   (f) ADJ UNCH    ?  
 FB1479
 FB1479.Superseded values are not recommended for survey control.
 FB1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1479.See file dsdata.txt to determine how the superseded data were derived.
 FB1479
 FB1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU828791(NAD 83)
 FB1479_MARKER: X = CHISELED CROSS
 FB1479_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1479_SP_SET: UNSPECIFIER
 FB1479_MARK LOGO: USE   
 FB1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1479
 FB1479  HISTORY     - Date     Condition        Report By
 FB1479  HISTORY     - UNK      MONUMENTED       DOD
 FB1479  HISTORY     - 1934     GOOD             NGS
 FB1479  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1479
 FB1479                          STATION DESCRIPTION
 FB1479
 FB1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1479'4.2 MI N FROM DILLARD.
 FB1479'IN MACON COUNTY, NORTH CAROLINA, 4.2 MILES NORTH ALONG THE
 FB1479'TALLULAH FALLS RAILWAY FROM DILLARD, RABUN COUNTY, GEORGIA, 0.2
 FB1479'MILE NORTH OF MILEPOST 46, 325 FEET SOUTH OF THE CROSSING OF THE
 FB1479'MC DOWELL ROAD, AT A DEEP ROCK CUT, 7 FEET EAST OF THE EAST RAIL,
 FB1479'AND 3 FEET ABOVE GROUND, ON THE TOP OF A FLAT PROJECTION OF ROCK.
 FB1479'A CHISELED CROSS PAINTED U.S.B.M. NO. 91.
 FB1479
 FB1479                          STATION RECOVERY (1982)
 FB1479
 FB1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1479'NOT SEARCHED FOR IN 1982, THE RAILROAD HAS BEEN ABANDONED AND THE
 FB1479'TRACKS DISMANTLED, THE MARK IS NOW INACCESSIBLE, DESCRIPTION IS NOW
 FB1479'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0045 ***********************************************************************
 EB0045  DESIGNATION -  91
 EB0045  PID         -  EB0045
 EB0045  STATE/COUNTY-  NC/SAMPSON
 EB0045  USGS QUAD   -  BONNETSVILLE (1986)
 EB0045
 EB0045                         *CURRENT SURVEY CONTROL
 EB0045  ___________________________________________________________________
 EB0045* NAD 83(1986)-  34 59 36.     (N)    078 23 04.     (W)     SCALED    
 EB0045* NAVD 88     -        27.320  (meters)      89.63   (feet)  POSTED    
 EB0045  ___________________________________________________________________
 EB0045  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EB0045  DYNAMIC HT  -          27.290 (meters)      89.53  (feet)  COMP
 EB0045  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 EB0045
 EB0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EB0045
 EB0045.The horizontal coordinates were scaled from a topographic map and have
 EB0045.an estimated accuracy of +/- 6 seconds.
 EB0045
 EB0045.The orthometric height was determined by differential leveling
 EB0045.and adjusted by the  in 1992.
 EB0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EB0045.rate of 0.0 thru 1.0 mm/km.
 EB0045
 EB0045.The geoid height was determined by GEOID03.
 EB0045
 EB0045.The dynamic height is computed by dividing the NAVD 88
 EB0045.geopotential number by the normal gravity value computed on the
 EB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0045.degrees latitude (g = 980.6199 gals.).
 EB0045
 EB0045.The modeled gravity was interpolated from observed gravity values.
 EB0045
 EB0045;                    North         East    Units  Estimated Accuracy
 EB0045;SPC NC       -   138,100.      665,790.      MT  (+/- 180 meters Scaled)
 EB0045
 EB0045                          SUPERSEDED SURVEY CONTROL
 EB0045
 EB0045  NGVD 29 (??/??/92)   27.606  (m)           90.57   (f) ADJ UNCH    2 0
 EB0045
 EB0045.Superseded values are not recommended for survey control.
 EB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0045.See file dsdata.txt to determine how the superseded data were derived.
 EB0045
 EB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU387754(NAD 83)
 EB0045_MARKER: P = PIPE CAP
 EB0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EB0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EB0045_STAMPING: 91 NC
 EB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0045
 EB0045  HISTORY     - Date     Condition        Report By
 EB0045  HISTORY     - 1932     MONUMENTED       USGS
 EB0045  HISTORY     - 1972     GOOD             NGS
 EB0045
 EB0045                          STATION DESCRIPTION
 EB0045
 EB0045'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 EB0045'8.1 MI E FROM ROSEBORO.
 EB0045'8.1 MILES EAST ALONG STATE HIGHWAY 24 FROM ROSEBORO, SAMPSON
 EB0045'COUNTY, 0.9 MILE WEST OF THE MOSS HILL SERVICE STATION, 0.5
 EB0045'MILE WEST OF THE EAST BRIDGE OVER GREAT COHARIE CREEK, IN THE
 EB0045'FRONT OF THE MORTON FARMHOUSE, AND AT THE SOUTHWEST CORNER OF
 EB0045'THE YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 EB0045'STAMPED 91 NC AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 EB0045'NOTE-- NOT LEVELED 1972.
 EB0045
 EB0045                          STATION RECOVERY (1972)
 EB0045
 EB0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EB0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2569 ***********************************************************************
 EZ2569  DESIGNATION -  91 DRD
 EZ2569  PID         -  EZ2569
 EZ2569  STATE/COUNTY-  NC/JOHNSTON
 EZ2569  USGS QUAD   -  FLOWERS (1973)
 EZ2569
 EZ2569                         *CURRENT SURVEY CONTROL
 EZ2569  ___________________________________________________________________
 EZ2569* NAD 83(1986)-  35 39 37.     (N)    078 18 03.     (W)     SCALED    
 EZ2569* NAVD 88     -        76.184  (meters)     249.95   (feet)  ADJUSTED  
 EZ2569  ___________________________________________________________________
 EZ2569  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EZ2569  DYNAMIC HT  -          76.117 (meters)     249.73  (feet)  COMP
 EZ2569  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 EZ2569
 EZ2569  VERT ORDER  -  SECOND    CLASS II
 EZ2569
 EZ2569.The horizontal coordinates were scaled from a topographic map and have
 EZ2569.an estimated accuracy of +/- 6 seconds.
 EZ2569
 EZ2569.The orthometric height was determined by differential leveling
 EZ2569.and adjusted in June 1991.
 EZ2569
 EZ2569.The geoid height was determined by GEOID03.
 EZ2569
 EZ2569.The dynamic height is computed by dividing the NAVD 88
 EZ2569.geopotential number by the normal gravity value computed on the
 EZ2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2569.degrees latitude (g = 980.6199 gals.).
 EZ2569
 EZ2569.The modeled gravity was interpolated from observed gravity values.
 EZ2569
 EZ2569;                    North         East    Units  Estimated Accuracy
 EZ2569;SPC NC       -   212,130.      672,900.      MT  (+/- 180 meters Scaled)
 EZ2569
 EZ2569                          SUPERSEDED SURVEY CONTROL
 EZ2569
 EZ2569.No superseded survey control is available for this station.
 EZ2569
 EZ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV443496(NAD 83)
 EZ2569_MARKER: DB = BENCH MARK DISK
 EZ2569_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EZ2569_SP_SET: CONCRETE FOOTING OF TOWER
 EZ2569_STAMPING: 91 DRD 1960 251
 EZ2569_MARK LOGO: USGS  
 EZ2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2569+STABILITY: SURFACE MOTION
 EZ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2569+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 EZ2569
 EZ2569  HISTORY     - Date     Condition        Report By
 EZ2569  HISTORY     - 1960     MONUMENTED       USGS
 EZ2569  HISTORY     - 1979     GOOD             NCGS
 EZ2569  HISTORY     - 19910817 GOOD             USPSQD
 EZ2569  HISTORY     - 20060702 GOOD             GEOCAC
 EZ2569
 EZ2569                          STATION DESCRIPTION
 EZ2569
 EZ2569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2569'6.0 MI NNE FROM WILSONS MILLS.
 EZ2569'1.2 MILES WEST ALONG N.C. 42 FROM INTERSECTION WITH N.C. 96,
 EZ2569'APPROXIMATELY 200 FEET NORTH OF CENTERLINE OF HIGHWAY, IN SOUTHEAST
 EZ2569'FOOTING OF AN ABANDONED LOOKOUT TOWER AND 0.5 MILE EAST OF
 EZ2569'INTERSECTION WITH SR 1720 NEAR THANKSGIVING CHURCH, 203.0 FEET
 EZ2569'NORTH OF CENTERLINE OF HIGHWAY, 45.0 FEET WEST OF CENTERLINE OF
 EZ2569'WOODS ROAD, 31.8 FEET NORTHEAST OF 30 INCH TWIN OAK WITH REFERENCE
 EZ2569'TAG AND 25.0 FEET SOUTH-SOUTHWEST OF 24 INCH TWIN PINE WITH
 EZ2569'REFERENCE TAG.
 EZ2569'THE MARK IS 0.8 FT ABOVE THE GROUND.
 EZ2569
 EZ2569                          STATION RECOVERY (1991)
 EZ2569
 EZ2569'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ2569'RECOVERED IN GOOD CONDITION.
 EZ2569
 EZ2569                          STATION RECOVERY (2006)
 EZ2569
 EZ2569'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2569'RECOVERED AS DESCRIBED.
 EZ2569' 
 EZ2569' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1409 ***********************************************************************
 EY1409  DESIGNATION -  91 WSM RESET
 EY1409  PID         -  EY1409
 EY1409  STATE/COUNTY-  NC/LENOIR
 EY1409  USGS QUAD   -  GRIFTON (1983)
 EY1409
 EY1409                         *CURRENT SURVEY CONTROL
 EY1409  ___________________________________________________________________
 EY1409* NAD 83(1986)-  35 16 09.     (N)    077 29 56.     (W)     SCALED    
 EY1409* NAVD 88     -         9.897  (meters)      32.47   (feet)  ADJUSTED  
 EY1409  ___________________________________________________________________
 EY1409  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 EY1409  DYNAMIC HT  -           9.888 (meters)      32.44  (feet)  COMP
 EY1409  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 EY1409
 EY1409  VERT ORDER  -  SECOND    CLASS I
 EY1409
 EY1409.The horizontal coordinates were scaled from a topographic map and have
 EY1409.an estimated accuracy of +/- 6 seconds.
 EY1409
 EY1409.The orthometric height was determined by differential leveling
 EY1409.and adjusted in June 1991.
 EY1409
 EY1409.The geoid height was determined by GEOID03.
 EY1409
 EY1409.The dynamic height is computed by dividing the NAVD 88
 EY1409.geopotential number by the normal gravity value computed on the
 EY1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1409.degrees latitude (g = 980.6199 gals.).
 EY1409
 EY1409.The modeled gravity was interpolated from observed gravity values.
 EY1409
 EY1409;                    North         East    Units  Estimated Accuracy
 EY1409;SPC NC       -   169,550.      746,160.      MT  (+/- 180 meters Scaled)
 EY1409
 EY1409                          SUPERSEDED SURVEY CONTROL
 EY1409
 EY1409.No superseded survey control is available for this station.
 EY1409
 EY1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE726057(NAD 83)
 EY1409_MARKER: DD = SURVEY DISK
 EY1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1409_SP_SET: CONCRETE POST
 EY1409_STAMPING: 91 WSM 1954 RESET 1978
 EY1409_MARK LOGO: USGS  
 EY1409_PROJECTION: FLUSH
 EY1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1409+STABILITY: SURFACE MOTION
 EY1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1409+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 EY1409
 EY1409  HISTORY     - Date     Condition        Report By
 EY1409  HISTORY     - 1978     MONUMENTED       NCGS
 EY1409  HISTORY     - 1978     GOOD             NCGS
 EY1409  HISTORY     - 20050416 GOOD             USPSQD
 EY1409
 EY1409                          STATION DESCRIPTION
 EY1409
 EY1409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1409'4.7 MI EAST FROM KINSTON.
 EY1409'TO REACH STATION FROM INTERSECTION OF NC 55 AND SR 1804 NEUSE RIVER
 EY1409'RD., PROCEED SOUTH ALONG SR 1804 FOR 1.8 MILES TO STATION ON LEFT AT
 EY1409'A POWER POLE AND ACROSS ROAD FROM A FRAME HOUSE AND 0.5 MILE NORTH OF
 EY1409'T INTERSECTION WITH SR 1816, 43.3 FT. SOUTHEAST OF THE CENTERLINE OF
 EY1409'SR 1804, 13.1 FT. SOUTHEAST OF POWER POLE NUMBER 9415 WITH ALUMINUM
 EY1409'REF. TAG, 9.2 FT. WEST SOUTHWEST OF 8 INCH PINE WITH ALUMINUM REF. TAG
 EY1409'6.7 FT. NORTH OF 10 INCH PINE WITH ALUMINUM REF. TAG AND 4.7 FT. NORTH
 EY1409'NORTHEAST OF GUY WIRE ANCHOR POST.
 EY1409
 EY1409                          STATION RECOVERY (2005)
 EY1409
 EY1409'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1167 ***********************************************************************
 FY1167  DESIGNATION -  910
 FY1167  PID         -  FY1167
 FY1167  STATE/COUNTY-  NC/GUILFORD
 FY1167  USGS QUAD   -  SUMMERFIELD (1994)
 FY1167
 FY1167                         *CURRENT SURVEY CONTROL
 FY1167  ___________________________________________________________________
 FY1167* NAD 83(1986)-  36 14 09.     (N)    079 57 14.     (W)     SCALED    
 FY1167* NAVD 88     -       277.079  (meters)     909.05   (feet)  ADJUSTED  
 FY1167  ___________________________________________________________________
 FY1167  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 FY1167  DYNAMIC HT  -         276.832 (meters)     908.24  (feet)  COMP
 FY1167  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 FY1167
 FY1167  VERT ORDER  -  FIRST     CLASS II
 FY1167
 FY1167.The horizontal coordinates were scaled from a topographic map and have
 FY1167.an estimated accuracy of +/- 6 seconds.
 FY1167
 FY1167.The orthometric height was determined by differential leveling
 FY1167.and adjusted in June 1991.
 FY1167
 FY1167.The geoid height was determined by GEOID03.
 FY1167
 FY1167.The dynamic height is computed by dividing the NAVD 88
 FY1167.geopotential number by the normal gravity value computed on the
 FY1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1167.degrees latitude (g = 980.6199 gals.).
 FY1167
 FY1167.The modeled gravity was interpolated from observed gravity values.
 FY1167
 FY1167;                    North         East    Units  Estimated Accuracy
 FY1167;SPC NC       -   276,180.      523,850.      MT  (+/- 180 meters Scaled)
 FY1167
 FY1167                          SUPERSEDED SURVEY CONTROL
 FY1167
 FY1167  NGVD 29 (??/??/92)  277.279  (m)          909.71   (f) ADJ UNCH    1 2
 FY1167
 FY1167.Superseded values are not recommended for survey control.
 FY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1167.See file dsdata.txt to determine how the superseded data were derived.
 FY1167
 FY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA940106(NAD 83)
 FY1167_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1167_STAMPING: 909.749 1905
 FY1167_MARK LOGO: USGS  
 FY1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1167
 FY1167  HISTORY     - Date     Condition        Report By
 FY1167  HISTORY     - 1905     MONUMENTED       USGS
 FY1167  HISTORY     - 1965     GOOD             CGS
 FY1167  HISTORY     - 1985     GOOD             USPSQD
 FY1167
 FY1167                          STATION DESCRIPTION
 FY1167
 FY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1167'1.8 MI E FROM STOKESDALE.
 FY1167'1.80 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FY1167'STOKESDALE, ABOUT 0.2 MILE EAST OF MILEPOST NUMBER 53, ABOUT
 FY1167'0.1 MILE WEST OF THE FOREMOST SCREEN PRINT INC. BUILDING,
 FY1167'STOKESDALE PLANT, 130 FEET WEST OF THE SOUTH END OF A 36-INCH
 FY1167'PIPE CULVERT, 28 FEET SOUTH OF THE SOUTH RAIL, 13 FEET NORTH OF
 FY1167'A TRIPLE-TRUNKED 24-INCH PINE TREE, ABOUT 44 FEET EAST OF THE
 FY1167'WEST END OF A DIRT FILL, ABOUT 8 FEET BELOW THE LEVEL OF THE
 FY1167'TRACK, AND IS A U.S.G.S. CAP ON THE TOP OF A 3 1/2-INCH PIPE
 FY1167'THAT PROJECTS 6 INCHES.
 FY1167
 FY1167                          STATION RECOVERY (1985)
 FY1167
 FY1167'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1477 ***********************************************************************
 FB1477  DESIGNATION -  92
 FB1477  PID         -  FB1477
 FB1477  STATE/COUNTY-  NC/MACON
 FB1477  USGS QUAD   -  PRENTISS (1978)
 FB1477
 FB1477                         *CURRENT SURVEY CONTROL
 FB1477  ___________________________________________________________________
 FB1477* NAD 83(1986)-  35 00 54.     (N)    083 22 58.     (W)     SCALED    
 FB1477* NAVD 88     -       638.53   (+/-2cm)    2094.9    (feet)  VERTCON   
 FB1477  ___________________________________________________________________
 FB1477  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FB1477  VERT ORDER  -  ? (See Below)
 FB1477
 FB1477.The horizontal coordinates were scaled from a topographic map and have
 FB1477.an estimated accuracy of +/- 6 seconds.
 FB1477
 FB1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1477.The vertical order pertains to the NGVD 29 superseded value.
 FB1477
 FB1477.The geoid height was determined by GEOID03.
 FB1477
 FB1477;                    North         East    Units  Estimated Accuracy
 FB1477;SPC NC       -   149,160.      209,760.      MT  (+/- 180 meters Scaled)
 FB1477
 FB1477                          SUPERSEDED SURVEY CONTROL
 FB1477
 FB1477  NGVD 29 (??/??/92)  638.549  (m)         2094.97   (f) ADJ UNCH    ?  
 FB1477
 FB1477.Superseded values are not recommended for survey control.
 FB1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1477.See file dsdata.txt to determine how the superseded data were derived.
 FB1477
 FB1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU825773(NAD 83)
 FB1477_MARKER: Q = CHISELED SQUARE
 FB1477_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1477_SP_SET: UNSPECIFIED ROCK
 FB1477_MARK LOGO: USE   
 FB1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1477
 FB1477  HISTORY     - Date     Condition        Report By
 FB1477  HISTORY     - UNK      MONUMENTED       DOD
 FB1477  HISTORY     - 1934     GOOD             NGS
 FB1477  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1477
 FB1477                          STATION DESCRIPTION
 FB1477
 FB1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1477'2.8 MI N FROM DILLARD.
 FB1477'IN MACON COUNTY, NORTH CAROLINA, 2.8 MILES NORTH ALONG THE TALLULAH
 FB1477'FALLS RAILWAY FROM DILLARD, RABUN COUNTY, GEORGIA, 1/4 MILE
 FB1477'SOUTH OF NORTON CROSSING, 1,150 FEET SOUTH OF MILEPOST 45, AND 6
 FB1477'FEET EAST OF THE EAST RAIL, ON THE TOP OF A ROCK.  A CHISELED
 FB1477'SQUARE, PAINTED U.S.B.M. NO. 92.
 FB1477
 FB1477                          STATION RECOVERY (1982)
 FB1477
 FB1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1477'NOT SEARCHED FOR IN 1982, THE MARK IS NOW INACCESSIBLE AS THE RAILROAD
 FB1477'HAS BEEN ABANDONED AND THE TRACKS DISMANTLED, DESCRIPTION IS NOW
 FB1477'INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2567 ***********************************************************************
 EZ2567  DESIGNATION -  92 DRD
 EZ2567  PID         -  EZ2567
 EZ2567  STATE/COUNTY-  NC/JOHNSTON
 EZ2567  USGS QUAD   -  FLOWERS (1973)
 EZ2567
 EZ2567                         *CURRENT SURVEY CONTROL
 EZ2567  ___________________________________________________________________
 EZ2567* NAD 83(1986)-  35 39 21.     (N)    078 19 50.     (W)     SCALED    
 EZ2567* NAVD 88     -        62.545  (meters)     205.20   (feet)  ADJUSTED  
 EZ2567  ___________________________________________________________________
 EZ2567  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 EZ2567  DYNAMIC HT  -          62.489 (meters)     205.02  (feet)  COMP
 EZ2567  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 EZ2567
 EZ2567  VERT ORDER  -  SECOND    CLASS II
 EZ2567
 EZ2567.The horizontal coordinates were scaled from a topographic map and have
 EZ2567.an estimated accuracy of +/- 6 seconds.
 EZ2567
 EZ2567.The orthometric height was determined by differential leveling
 EZ2567.and adjusted in June 1991.
 EZ2567
 EZ2567.The geoid height was determined by GEOID03.
 EZ2567
 EZ2567.The dynamic height is computed by dividing the NAVD 88
 EZ2567.geopotential number by the normal gravity value computed on the
 EZ2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2567.degrees latitude (g = 980.6199 gals.).
 EZ2567
 EZ2567.The modeled gravity was interpolated from observed gravity values.
 EZ2567
 EZ2567;                    North         East    Units  Estimated Accuracy
 EZ2567;SPC NC       -   211,620.      670,220.      MT  (+/- 180 meters Scaled)
 EZ2567
 EZ2567                          SUPERSEDED SURVEY CONTROL
 EZ2567
 EZ2567.No superseded survey control is available for this station.
 EZ2567
 EZ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV416490(NAD 83)
 EZ2567_MARKER: DB = BENCH MARK DISK
 EZ2567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ2567_SP_SET: WINGWALL
 EZ2567_STAMPING: 92 DRD 1960 206
 EZ2567_MARK LOGO: USGS  
 EZ2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2567+STABILITY: SURFACE MOTION
 EZ2567
 EZ2567  HISTORY     - Date     Condition        Report By
 EZ2567  HISTORY     - 1960     MONUMENTED       USGS
 EZ2567  HISTORY     - 1979     GOOD             NCGS
 EZ2567  HISTORY     - 19910817 GOOD             USPSQD
 EZ2567
 EZ2567                          STATION DESCRIPTION
 EZ2567
 EZ2567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2567'5.1 MI NNE FROM WILSONS MILLS.
 EZ2567'0.85 MILE EAST ALONG N.C. 42 FROM INTERSECTION WITH SR 1003 AT
 EZ2567'FLOWERS CROSSROADS, IN THE NORTHWEST WINGWALL OF THE BRIDGE OVER
 EZ2567'BUFFALO CREEK, 17.0 FEET NORTH OF CENTERLINE OF HIGHWAY AND 1.0
 EZ2567'FEET NORTH OF NORTHWEST CORNER POST OF BRIDGE.
 EZ2567'THE MARK IS ABOVE LEVEL WITH WINGWALL.
 EZ2567
 EZ2567                          STATION RECOVERY (1991)
 EZ2567
 EZ2567'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9441 ***********************************************************************
 AF9441  DESIGNATION -  92 HLZ
 AF9441  PID         -  AF9441
 AF9441  STATE/COUNTY-  NC/STOKES
 AF9441  USGS QUAD   -  DANBURY (1984)
 AF9441
 AF9441                         *CURRENT SURVEY CONTROL
 AF9441  ___________________________________________________________________
 AF9441* NAD 83(1986)-  36 29 08.     (N)    080 11 50.     (W)     SCALED    
 AF9441* NAVD 88     -       322.230  (meters)    1057.18   (feet)  ADJUSTED  
 AF9441  ___________________________________________________________________
 AF9441  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AF9441  DYNAMIC HT  -         321.939 (meters)    1056.23  (feet)  COMP
 AF9441  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 AF9441
 AF9441  VERT ORDER  -  SECOND    CLASS II
 AF9441
 AF9441.The horizontal coordinates were scaled from a topographic map and have
 AF9441.an estimated accuracy of +/- 6 seconds.
 AF9441
 AF9441.The orthometric height was determined by differential leveling
 AF9441.and adjusted in December 2004.
 AF9441.No vertical observational check was made to the station.
 AF9441
 AF9441.The geoid height was determined by GEOID03.
 AF9441
 AF9441.The dynamic height is computed by dividing the NAVD 88
 AF9441.geopotential number by the normal gravity value computed on the
 AF9441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9441.degrees latitude (g = 980.6199 gals.).
 AF9441
 AF9441.The modeled gravity was interpolated from observed gravity values.
 AF9441
 AF9441;                    North         East    Units  Estimated Accuracy
 AF9441;SPC NC       -   304,130.      502,310.      MT  (+/- 180 meters Scaled)
 AF9441
 AF9441                          SUPERSEDED SURVEY CONTROL
 AF9441
 AF9441.No superseded survey control is available for this station.
 AF9441
 AF9441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA719381(NAD 83)
 AF9441_MARKER: DB = BENCH MARK DISK
 AF9441_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF9441_SP_SET: RETAINING WALL
 AF9441_STAMPING: 92 HLZ 1969
 AF9441_MARK LOGO: USGS  
 AF9441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9441+STABILITY: SURFACE MOTION
 AF9441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9441+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 AF9441
 AF9441  HISTORY     - Date     Condition        Report By
 AF9441  HISTORY     - 1969     MONUMENTED       USGS
 AF9441  HISTORY     - 19930106 GOOD             NCGS
 AF9441  HISTORY     - 20010829 GOOD             NCGS
 AF9441
 AF9441                          STATION DESCRIPTION
 AF9441
 AF9441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9441'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH OF DANBURY AND 1.9 MI
 AF9441'(3.1 KM) EAST OF LAWSONVILLE IN SNOW HILL COMMUNITY. ALONG SR 1606 FOR
 AF9441'0.2 MI (0.3 KM) EAST FROM NC 8 IN LAWSONVILLE, THENCE CONTINUE EAST
 AF9441'FOR 1.9 MI (3.1 KM) ALONG SR 1651 (SNOW HILL CHURCH ROAD) TO SNOW HILL
 AF9441'METHODIST CHURCH, IN THE WEST CORNER OF A V-SHAPED RETAINING WALL (NOW
 AF9441'FLUSH WITH GROUND) ON WEST SIDE OF CHURCH. MARK IS ABOUT 1-FOOT LOWER
 AF9441'THAN THE ROAD AND FLUSH WITH THE GROUND. LOCATED 124.5 FT (37.9 M)
 AF9441'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 43.6 FT (13.3 M)
 AF9441'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE BRICK CHURCH BUILDING,
 AF9441'14.4 FT (4.4 M) NORTHWEST OF A BRICK HANDICAP RAMP WALL, AND 25.5 FT
 AF9441'(7.8 M) EAST-SOUTHEAST OF THE WINIFRED HALL LAWSON JACKSON HEADSTONE.
 AF9441
 AF9441                          STATION RECOVERY (2001)
 AF9441
 AF9441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AF9441'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH OF DANBURY AND 1.9 MI
 AF9441'(3.1 KM) EAST OF LAWSONVILLE, IN THE SNOW HILL COMMUNITY. ALONG SR
 AF9441'1606 FOR 0.2 MI (0.3 KM) EAST FROM NC 8 IN LAWSONVILLE, THENCE
 AF9441'CONTINUE EAST FOR 1.9 MI (3.1 KM) ALONG SR 1651 (SNOW HILL CHURCH
 AF9441'ROAD) TO SNOW HILL METHODIST CHURCH, IN THE WEST CORNER OF A V-SHAPED
 AF9441'RETAINING WALL (FLUSH WITH THE GROUND) , ON THE WEST SIDE OF CHURCH.
 AF9441'MARK IS ABOUT 1-FOOT LOWER THAN THE ROAD AND FLUSH WITH THE GROUND.
 AF9441'LOCATED 124.5 FT (37.9 M) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 AF9441'43.6 FT (13.3 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE BRICK
 AF9441'CHURCH BUILDING, 14.4 FT (4.4 M) NORTHWEST OF A BRICK HANDICAP RAMP
 AF9441'WALL, AND 25.5 FT (7.8 M) EAST-SOUTHEAST OF THE WINIFRED HALL LAWSON
 AF9441'JACKSON HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1410 ***********************************************************************
 EY1410  DESIGNATION -  92 WSM RESET
 EY1410  PID         -  EY1410
 EY1410  STATE/COUNTY-  NC/LENOIR
 EY1410  USGS QUAD   -  KINSTON (1983)
 EY1410
 EY1410                         *CURRENT SURVEY CONTROL
 EY1410  ___________________________________________________________________
 EY1410* NAD 83(1986)-  35 15 47.     (N)    077 30 12.     (W)     SCALED    
 EY1410* NAVD 88     -         9.562  (meters)      31.37   (feet)  ADJUSTED  
 EY1410  ___________________________________________________________________
 EY1410  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 EY1410  DYNAMIC HT  -           9.554 (meters)      31.35  (feet)  COMP
 EY1410  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 EY1410
 EY1410  VERT ORDER  -  SECOND    CLASS I
 EY1410
 EY1410.The horizontal coordinates were scaled from a topographic map and have
 EY1410.an estimated accuracy of +/- 6 seconds.
 EY1410
 EY1410.The orthometric height was determined by differential leveling
 EY1410.and adjusted in June 1991.
 EY1410
 EY1410.The geoid height was determined by GEOID03.
 EY1410
 EY1410.The dynamic height is computed by dividing the NAVD 88
 EY1410.geopotential number by the normal gravity value computed on the
 EY1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1410.degrees latitude (g = 980.6199 gals.).
 EY1410
 EY1410.The modeled gravity was interpolated from observed gravity values.
 EY1410
 EY1410;                    North         East    Units  Estimated Accuracy
 EY1410;SPC NC       -   168,870.      745,770.      MT  (+/- 180 meters Scaled)
 EY1410
 EY1410                          SUPERSEDED SURVEY CONTROL
 EY1410
 EY1410  NGVD 29 (??/??/92)    9.925  (m)           32.56   (f) ADJ UNCH    2 1
 EY1410
 EY1410.Superseded values are not recommended for survey control.
 EY1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1410.See file dsdata.txt to determine how the superseded data were derived.
 EY1410
 EY1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE722050(NAD 83)
 EY1410_MARKER: DD = SURVEY DISK
 EY1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1410_SP_SET: CONCRETE POST
 EY1410_STAMPING: 92 WSM 1954 RESET 78
 EY1410_MARK LOGO: USGS  
 EY1410_PROJECTION: PROJECTING 5 CENTIMETERS
 EY1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1410+STABILITY: SURFACE MOTION
 EY1410
 EY1410  HISTORY     - Date     Condition        Report By
 EY1410  HISTORY     - 1978     MONUMENTED       NCGS
 EY1410  HISTORY     - 1978     GOOD             NCGS
 EY1410  HISTORY     - 20050416 MARK NOT FOUND   USPSQD
 EY1410
 EY1410                          STATION DESCRIPTION
 EY1410
 EY1410'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1410'4.4 MI EAST FROM KINSTON.
 EY1410'TO REACH STATION FROM INTERSECTION OF NC 55 AND SR 1804 NEUSE RIVER
 EY1410'RD., PROCEED SOUTH ALONG SR 1804 FOR 2.3 MILES TO INTERSECTION WITH
 EY1410'SR 1816 EAST AND STATION ON RIGHT OF THE T INTERSECTION, 27.3
 EY1410'NORTHWEST OF THE CENTERLINE OF SR 1804, 16.3 FT. EAST OF 12 INCH OAK
 EY1410'WITH ALUMINUM REF. TAG, 39.7 FT. SOUTH OF 12 INCH TWIN OAK WITH
 EY1410'ALUMINUM REF. TAG AND 32.4 FT. SOUTHWEST OF ROAD SIGN POST WITH
 EY1410'ALUMINUM REF. TAG.
 EY1410
 EY1410                          STATION RECOVERY (2005)
 EY1410
 EY1410'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1410'IRREGULAR CONCRETE BLOCK FOUND IN LOCATION OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0535 ***********************************************************************
 FA0535  DESIGNATION -  926
 FA0535  PID         -  FA0535
 FA0535  STATE/COUNTY-  NC/IREDELL
 FA0535  USGS QUAD   -  STATESVILLE WEST (1993)
 FA0535
 FA0535                         *CURRENT SURVEY CONTROL
 FA0535  ___________________________________________________________________
 FA0535* NAD 83(1986)-  35 47 00.     (N)    080 53 19.     (W)     SCALED    
 FA0535* NAVD 88     -       281.757  (meters)     924.40   (feet)  ADJUSTED  
 FA0535  ___________________________________________________________________
 FA0535  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA0535  DYNAMIC HT  -         281.498 (meters)     923.55  (feet)  COMP
 FA0535  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 FA0535
 FA0535  VERT ORDER  -  FIRST     CLASS II
 FA0535
 FA0535.The horizontal coordinates were scaled from a topographic map and have
 FA0535.an estimated accuracy of +/- 6 seconds.
 FA0535
 FA0535.The orthometric height was determined by differential leveling
 FA0535.and adjusted in June 1991.
 FA0535
 FA0535.The geoid height was determined by GEOID03.
 FA0535
 FA0535.The dynamic height is computed by dividing the NAVD 88
 FA0535.geopotential number by the normal gravity value computed on the
 FA0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0535.degrees latitude (g = 980.6199 gals.).
 FA0535
 FA0535.The modeled gravity was interpolated from observed gravity values.
 FA0535
 FA0535;                    North         East    Units  Estimated Accuracy
 FA0535;SPC NC       -   227,190.      438,880.      MT  (+/- 180 meters Scaled)
 FA0535
 FA0535                          SUPERSEDED SURVEY CONTROL
 FA0535
 FA0535  NGVD 29 (??/??/92)  281.97   (m)          925.1    (f) COMPUTED    1 2
 FA0535
 FA0535.Superseded values are not recommended for survey control.
 FA0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0535.See file dsdata.txt to determine how the superseded data were derived.
 FA0535
 FA0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV100599(NAD 83)
 FA0535_MARKER: DB = BENCH MARK DISK
 FA0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0535_SP_SET: FOUNDATION
 FA0535_STAMPING: 926
 FA0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0535+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 FA0535
 FA0535  HISTORY     - Date     Condition        Report By
 FA0535  HISTORY     - UNK      MONUMENTED       USGS
 FA0535  HISTORY     - 1966     GOOD             NGS
 FA0535  HISTORY     - 20080531 GOOD             GEOCAC
 FA0535
 FA0535                          STATION DESCRIPTION
 FA0535
 FA0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FA0535'AT STATESVILLE.
 FA0535'SET VERTICALLY IN THE FOUNDATION OF THE IREDELL COUNTY COURTHOUSE,
 FA0535'ON THE WEST SIDE OF MAIN STREET, IN THE SOUTHWEST WALL OF AN
 FA0535'OFFSET, 30 FEET NORTHEAST OF THE SOUTHEAST ENTRANCE, 10 FEET
 FA0535'NORTHWEST OF THE SIDEWALK ALONG THE SOUTHEAST SIDE OF THE BUILDING,
 FA0535'4 FEET BELOW A GRANITE COPING AND 30 INCHES ABOVE THE GROUND.
 FA0535
 FA0535                          STATION RECOVERY (2008)
 FA0535
 FA0535'RECOVERY NOTE BY GEOCACHING 2008 (JIJ)
 FA0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9336 ***********************************************************************
 DE9336  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9336  DESIGNATION -  92W 200
 DE9336  PID         -  DE9336
 DE9336  STATE/COUNTY-  NC/GUILFORD
 DE9336  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9336
 DE9336                         *CURRENT SURVEY CONTROL
 DE9336  ___________________________________________________________________
 DE9336* NAD 83(2007)-  36 06 42.52306(N)    079 42 53.15506(W)     ADJUSTED  
 DE9336* NAVD 88     -       236.02   (meters)     774.3    (feet)  GPS OBS   
 DE9336  ___________________________________________________________________
 DE9336  EPOCH DATE  -        2002.00
 DE9336  X           -     921,107.955 (meters)                     COMP
 DE9336  Y           -  -5,075,965.023 (meters)                     COMP
 DE9336  Z           -   3,738,342.720 (meters)                     COMP
 DE9336  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 DE9336  ELLIP HEIGHT-         205.252 (meters)          (02/10/07) ADJUSTED
 DE9336  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 DE9336
 DE9336  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9336  Type    PID    Designation                      North   East  Ellip
 DE9336  -------------------------------------------------------------------
 DE9336  NETWORK DE9336 92W 200                           1.27   0.96   1.71
 DE9336  -------------------------------------------------------------------
 DE9336
 DE9336.The horizontal coordinates were established by GPS observations
 DE9336.and adjusted by the National Geodetic Survey in February 2007.
 DE9336
 DE9336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9336.The horizontal coordinates are valid at the epoch date displayed above.
 DE9336.The epoch date for horizontal control is a decimal equivalence
 DE9336.of Year/Month/Day.
 DE9336
 DE9336.The orthometric height was determined by GPS observations and a
 DE9336.high-resolution geoid model.
 DE9336.The orthometric height was determined by GPS observations and a
 DE9336.high-resolution geoid model using precise GPS observation and
 DE9336.processing techniques.
 DE9336
 DE9336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9336
 DE9336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9336
 DE9336.The ellipsoidal height was determined by GPS observations
 DE9336.and is referenced to NAD 83.
 DE9336
 DE9336.The geoid height was determined by GEOID03.
 DE9336
 DE9336;                    North         East     Units Scale Factor Converg.
 DE9336;SPC NC       -   262,238.694   545,247.952   MT  0.99998515   -0 24 45.1
 DE9336;SPC NC       -   860,361.45  1,788,867.66   sFT  0.99998515   -0 24 45.1
 DE9336;UTM  17      - 3,997,114.852   615,674.402   MT  0.99976487   +0 45 27.2
 DE9336
 DE9336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9336!SPC NC       -   0.99996779  x   0.99998515  =   0.99995294
 DE9336!UTM  17      -   0.99996779  x   0.99976487  =   0.99973266
 DE9336
 DE9336:                Primary Azimuth Mark                     Grid Az
 DE9336:SPC NC       -  92W 201                                  083 45 16.0
 DE9336:UTM  17      -  92W 201                                  082 35 03.7
 DE9336
 DE9336|---------------------------------------------------------------------|
 DE9336| PID    Reference Object                     Distance      Geod. Az  |
 DE9336|                                                           dddmmss.s |
 DE9336| DE9337 92W 201                             APPROX. 0.5 KM 0832030.9 |
 DE9336|---------------------------------------------------------------------|
 DE9336
 DE9336                          SUPERSEDED SURVEY CONTROL
 DE9336
 DE9336  NAD 83(2001)-  36 06 42.52343(N)    079 42 53.15478(W) AD(       ) 1
 DE9336  ELLIP H (03/13/03)  205.247  (m)                       GP(       ) 4 2
 DE9336  NAD 83(1986)-  36 06 42.52941(N)    079 42 53.16156(W) AD(       ) 1
 DE9336
 DE9336.Superseded values are not recommended for survey control.
 DE9336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9336.See file dsdata.txt to determine how the superseded data were derived.
 DE9336
 DE9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1567497115(NAD 83)
 DE9336_MARKER: DD = SURVEY DISK
 DE9336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9336_STAMPING: 92W.200 7/97
 DE9336_MARK LOGO: NC1940
 DE9336_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9336+STABILITY: SURFACE MOTION
 DE9336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9336+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9336
 DE9336  HISTORY     - Date     Condition        Report By
 DE9336  HISTORY     - 1997     MONUMENTED       NC1940
 DE9336
 DE9336                          STATION DESCRIPTION
 DE9336
 DE9336'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9336'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF THE DOWNTOWN
 DE9336'GREENSBORO GOVERNMENT COMPLEX, AT THE INTERSECTION OF RANKIN MILL ROAD
 DE9336'AND KEELY ROAD, AND NEAR THE EDGE OF THE CITY.
 DE9336'PROCEED ALONG HUFFINE MILL ROAD FOR 1.7 MI (2.7 KM) NORTHEAST FROM THE
 DE9336'BRIDGE OVER WENDOVER AVENUE (US 70), THENCE LEFT/NORTH ALONG RANKIN
 DE9336'MILL ROAD FOR 0.8 MI (1.3 KM) TO KEELY ROAD (SR 2830), AND STATION ON
 DE9336'WEST/LEFT SIDE OF ROAD, BETWEEN INTERSECTION AND SOUTHERN ENTRANCE
 DE9336'INTO MIDWAY CEMETERY.
 DE9336'MARK IS ABOUT 1/2-FOOT LOWER THAN THE CENTER OF ROAD, AND RECESSED
 DE9336'1-INCH BELOW THE GROUND. LOCATED 24.7 FT (7.5 M) WEST-NORTHWEST OF THE
 DE9336'CENTERLINE OF RANKIN MILL ROAD, 54.8 FT (16.7 M) SOUTH-SOUTHWEST OF
 DE9336'CENTERLINE INTERSECTION OF RANKIN MILL ROAD AND KEELY ROAD, 20.8 FT
 DE9336'(6.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF SOUTH CEMETERY ENTRANCE,
 DE9336'AND 50.2 FT (15.3 M) WEST-NORTHWEST OF A RIGHT-OF-WAY MONUMENT (ACROSS
 DE9336'ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9337 ***********************************************************************
 DE9337  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9337  DESIGNATION -  92W 201
 DE9337  PID         -  DE9337
 DE9337  STATE/COUNTY-  NC/GUILFORD
 DE9337  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9337
 DE9337                         *CURRENT SURVEY CONTROL
 DE9337  ___________________________________________________________________
 DE9337* NAD 83(2007)-  36 06 44.57897(N)    079 42 31.44575(W)     ADJUSTED  
 DE9337* NAVD 88     -       233.75   (meters)     766.9    (feet)  GPS OBS   
 DE9337  ___________________________________________________________________
 DE9337  EPOCH DATE  -        2002.00
 DE9337  X           -     921,635.196 (meters)                     COMP
 DE9337  Y           -  -5,075,829.508 (meters)                     COMP
 DE9337  Z           -   3,738,392.585 (meters)                     COMP
 DE9337  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 DE9337  ELLIP HEIGHT-         202.996 (meters)          (02/10/07) ADJUSTED
 DE9337  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DE9337
 DE9337  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9337  Type    PID    Designation                      North   East  Ellip
 DE9337  -------------------------------------------------------------------
 DE9337  NETWORK DE9337 92W 201                           1.25   0.92   1.65
 DE9337  -------------------------------------------------------------------
 DE9337
 DE9337.The horizontal coordinates were established by GPS observations
 DE9337.and adjusted by the National Geodetic Survey in February 2007.
 DE9337
 DE9337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9337.The horizontal coordinates are valid at the epoch date displayed above.
 DE9337.The epoch date for horizontal control is a decimal equivalence
 DE9337.of Year/Month/Day.
 DE9337
 DE9337.The orthometric height was determined by GPS observations and a
 DE9337.high-resolution geoid model.
 DE9337.The orthometric height was determined by GPS observations and a
 DE9337.high-resolution geoid model using precise GPS observation and
 DE9337.processing techniques.
 DE9337
 DE9337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9337
 DE9337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9337
 DE9337.The ellipsoidal height was determined by GPS observations
 DE9337.and is referenced to NAD 83.
 DE9337
 DE9337.The geoid height was determined by GEOID03.
 DE9337
 DE9337;                    North         East     Units Scale Factor Converg.
 DE9337;SPC NC       -   262,298.167   545,791.334   MT  0.99998530   -0 24 32.6
 DE9337;SPC NC       -   860,556.57  1,790,650.40   sFT  0.99998530   -0 24 32.6
 DE9337;UTM  17      - 3,997,185.394   616,216.337   MT  0.99976642   +0 45 40.0
 DE9337
 DE9337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9337!SPC NC       -   0.99996814  x   0.99998530  =   0.99995344
 DE9337!UTM  17      -   0.99996814  x   0.99976642  =   0.99973457
 DE9337
 DE9337:                Primary Azimuth Mark                     Grid Az
 DE9337:SPC NC       -  92W 200                                  263 45 16.2
 DE9337:UTM  17      -  92W 200                                  262 35 03.6
 DE9337
 DE9337|---------------------------------------------------------------------|
 DE9337| PID    Reference Object                     Distance      Geod. Az  |
 DE9337|                                                           dddmmss.s |
 DE9337| DE9336 92W 200                             APPROX. 0.5 KM 2632043.6 |
 DE9337|---------------------------------------------------------------------|
 DE9337
 DE9337                          SUPERSEDED SURVEY CONTROL
 DE9337
 DE9337  NAD 83(2001)-  36 06 44.57929(N)    079 42 31.44547(W) AD(       ) 1
 DE9337  ELLIP H (03/13/03)  202.991  (m)                       GP(       ) 4 2
 DE9337  NAD 83(1986)-  36 06 44.58513(N)    079 42 31.45219(W) AD(       ) 1
 DE9337
 DE9337.Superseded values are not recommended for survey control.
 DE9337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9337.See file dsdata.txt to determine how the superseded data were derived.
 DE9337
 DE9337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1621697185(NAD 83)
 DE9337_MARKER: DD = SURVEY DISK
 DE9337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9337_STAMPING: 92W.201 7/97
 DE9337_MARK LOGO: NC1940
 DE9337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9337+STABILITY: SURFACE MOTION
 DE9337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9337+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9337
 DE9337  HISTORY     - Date     Condition        Report By
 DE9337  HISTORY     - 1997     MONUMENTED       NC1940
 DE9337
 DE9337                          STATION DESCRIPTION
 DE9337
 DE9337'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 DE9337'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHEAST OF THE DOWNTOWN
 DE9337'GREENSBORO GOVERNMENT COMPLEX, JUST EAST ALONG KEELY ROAD FROM THE
 DE9337'INTERSECTION WITH RANKIN MILL ROAD, AND JUST OUTSIDE THE CITY IN THE
 DE9337'KEELEY PARK AREA.
 DE9337'PROCEED ALONG HUFFINE MILL ROAD FOR 1.7 MI (2.7 KM) NORTHEAST FROM THE
 DE9337'BRIDGE OVER WENDOVER AVENUE (US 70), THENCE LEFT/NORTH ALONG RANKIN
 DE9337'MILL ROAD FOR 0.8 MI (1.3 KM) , THENCE RIGHT/EAST ALONG KEELY ROAD (SR
 DE9337'2830) FOR 0.25 MI (0.40 KM) TO STATION ON THE RIGHT/SOUTH SIDE OF
 DE9337'ROAD, JUST WEST OF THE ENTRANCE TO KEELEY NURSERY.
 DE9337'MARK IS ABOUT LEVEL WITH THE CENTER OF ROAD, AND FLUSH WITH THE
 DE9337'GROUND. LOCATED 16.1 FT (4.9 M) SOUTH OF CENTERLINE OF KEELY ROAD,
 DE9337'31.4 FT (9.6 M) SOUTH OF MAILBOX (4133), 64.4 FT (19.6 M) SOUTHWEST OF
 DE9337'A POWER POLE WITH TRANSFORMER (ON NORTHEAST SIDE OF INTERSECTION WITH
 DE9337'GRAVEL DRIVEWAY, AND 15.9 FT (4.8 M) NORTHEAST OF THE WESTERN END OF A
 DE9337'65-FOOT FENCE SECTION (OFFSET ABOUT 8-FEET NORTH OF MAIN FENCE LINE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 ED0434 ***********************************************************************
 ED0434  DESIGNATION -  93
 ED0434  PID         -  ED0434
 ED0434  STATE/COUNTY-  NC/MACON
 ED0434  USGS QUAD   -  DILLARD (1988)
 ED0434
 ED0434                         *CURRENT SURVEY CONTROL
 ED0434  ___________________________________________________________________
 ED0434* NAD 83(1986)-  34 59 53.     (N)    083 22 51.     (W)     SCALED    
 ED0434* NAVD 88     -       640.28   (+/-2cm)    2100.7    (feet)  VERTCON   
 ED0434  ___________________________________________________________________
 ED0434  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 ED0434  VERT ORDER  -  ? (See Below)
 ED0434
 ED0434.The horizontal coordinates were scaled from a topographic map and have
 ED0434.an estimated accuracy of +/- 6 seconds.
 ED0434
 ED0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 ED0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ED0434.The vertical order pertains to the NGVD 29 superseded value.
 ED0434
 ED0434.The geoid height was determined by GEOID03.
 ED0434
 ED0434;                    North         East    Units  Estimated Accuracy
 ED0434;SPC NC       -   147,270.      209,850.      MT  (+/- 180 meters Scaled)
 ED0434
 ED0434                          SUPERSEDED SURVEY CONTROL
 ED0434
 ED0434  NGVD 29 (??/??/92)  640.293  (m)         2100.69   (f) ADJ UNCH    ?  
 ED0434
 ED0434.Superseded values are not recommended for survey control.
 ED0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED0434.See file dsdata.txt to determine how the superseded data were derived.
 ED0434
 ED0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU827754(NAD 83)
 ED0434_MARKER: Q = CHISELED SQUARE
 ED0434_SETTING: 66 = SET IN ROCK OUTCROP
 ED0434_SP_SET: ROCK OUTCROP
 ED0434_STAMPING: U.S.B.M. NO. 93
 ED0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ED0434+STABILITY: POSITION/ELEVATION WELL
 ED0434
 ED0434  HISTORY     - Date     Condition        Report By
 ED0434  HISTORY     - UNK      MONUMENTED       DOD
 ED0434  HISTORY     - 1932     GOOD             NGS
 ED0434  HISTORY     - 1934     GOOD             NGS
 ED0434
 ED0434                          STATION DESCRIPTION
 ED0434
 ED0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 ED0434'2.1 MI N FROM DILLARD.
 ED0434'2.1 MILES NORTH ALONG THE TALLULAH FALLS RAILWAY FROM DILLARD,
 ED0434'RABUN COUNTY, GEORGIA, 0.6 MILE NORTH OF THE NORTH CAROLINA-GEORGIA
 ED0434'STATE LINE, ABOUT 723 FEET NORTH OF MILEPOST 44, AT THE SOUTH END
 ED0434'OF THE TRESTLE OVER LITTLE TENNESSEE RIVER, AND 6 FEET WEST OF
 ED0434'THE WEST RAIL, ON THE TOP OF A CORNER OF A ROCK OUTCROP.  A
 ED0434'CHISELED SQUARE, PAINTED U.S.B.M. NO. 93.
 ED0434
 ED0434                          STATION RECOVERY (1934)
 ED0434
 ED0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 ED0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3776 ***********************************************************************
 EB3776  DESIGNATION -  94 HLZ
 EB3776  PID         -  EB3776
 EB3776  STATE/COUNTY-  NC/ROBESON
 EB3776  USGS QUAD   -  MAXTON (1982)
 EB3776
 EB3776                         *CURRENT SURVEY CONTROL
 EB3776  ___________________________________________________________________
 EB3776* NAD 83(2001)-  34 42 22.74252(N)    079 21 07.79454(W)     ADJUSTED  
 EB3776* NAVD 88     -        59.13   (+/-2cm)     194.0    (feet)  VERTCON   
 EB3776  ___________________________________________________________________
 EB3776  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 EB3776  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 EB3776  HORZ ORDER  -  SECOND
 EB3776  VERT ORDER  -  THIRD ? (See Below)
 EB3776
 EB3776.The horizontal coordinates were established by classical geodetic methods
 EB3776.and adjusted by the National Geodetic Survey in August 2005.
 EB3776
 EB3776.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3776.The vertical order pertains to the NGVD 29 superseded value.
 EB3776
 EB3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3776
 EB3776.The geoid height was determined by GEOID03.
 EB3776
 EB3776;                    North         East     Units Scale Factor Converg.
 EB3776;SPC NC       -   106,142.660   577,340.994   MT  0.99991760   -0 12 11.7
 EB3776;SPC NC       -   348,236.38  1,894,159.58   sFT  0.99991760   -0 12 11.7
 EB3776;UTM  17      - 3,841,711.358   650,910.303   MT  0.99988070   +0 56 18.3
 EB3776
 EB3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3776!SPC NC       -   0.99999585  x   0.99991760  =   0.99991345
 EB3776!UTM  17      -   0.99999585  x   0.99988070  =   0.99987655
 EB3776
 EB3776                          SUPERSEDED SURVEY CONTROL
 EB3776
 EB3776  NAD 83(1986)-  34 42 22.75505(N)    079 21 07.79713(W) AD(       ) 2
 EB3776  NGVD 29 (04/22/91)   59.42   (m)          194.9    (f) LEVELING    3  
 EB3776
 EB3776.Superseded values are not recommended for survey control.
 EB3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3776.See file dsdata.txt to determine how the superseded data were derived.
 EB3776
 EB3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5091041711(NAD 83)
 EB3776_MARKER: DB = BENCH MARK DISK
 EB3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB3776_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3776+STABILITY: SURFACE MOTION
 EB3776
 EB3776  HISTORY     - Date     Condition        Report By
 EB3776  HISTORY     - 1977     MONUMENTED       NCGS
 EB3776
 EB3776                          STATION DESCRIPTION
 EB3776
 EB3776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3776'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES SOUTH OF MAXTON AND
 EB3776'4.4 MILES NORTH OF RAEMON.
 EB3776'
 EB3776'TO REACH STATION FROM INTERSECTION OF THE US 74 WITH NC 130 IN MAXTON,
 EB3776'PROCEED SOUTHERLY ALONG NC 130 FOR 2.15 MILES TO SITE ON WHICH MAXTON
 EB3776'LOOKOUT TOWER ONCE STOOD ON RIGHT AND STATION INSIDE THE FOOTINGS FOR
 EB3776'DEFUNCT TOWER, IN CONCRETE LANDING OF FORMER TOWER STEPS.
 EB3776'
 EB3776'STATION MARK IS A STANDARD DISK STAMPED---94 HLZ 1977---SET FLUSH IN
 EB3776'DRILL HOLE IN CONCRETE LANDING, WHICH IS 12 INCES ABOVE GROUND
 EB3776'SURFACE. THE MARK IS 79.0 FEET EAST OF CENTERLINE OF NC 130, 72.0 FEET
 EB3776'NORTHWEST OF A 10 INCH HICKORY WITH REFERENCE TAG AND 72.6 FEET NORTH
 EB3776'OF A 10 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1169 ***********************************************************************
 FY1169  DESIGNATION -  942
 FY1169  PID         -  FY1169
 FY1169  STATE/COUNTY-  NC/GUILFORD
 FY1169  USGS QUAD   -  SUMMERFIELD (1994)
 FY1169
 FY1169                         *CURRENT SURVEY CONTROL
 FY1169  ___________________________________________________________________
 FY1169* NAD 83(1986)-  36 14 25.     (N)    079 58 58.     (W)     SCALED    
 FY1169* NAVD 88     -       287.016  (meters)     941.65   (feet)  ADJUSTED  
 FY1169  ___________________________________________________________________
 FY1169  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 FY1169  DYNAMIC HT  -         286.760 (meters)     940.81  (feet)  COMP
 FY1169  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 FY1169
 FY1169  VERT ORDER  -  FIRST     CLASS II
 FY1169
 FY1169.The horizontal coordinates were scaled from a topographic map and have
 FY1169.an estimated accuracy of +/- 6 seconds.
 FY1169
 FY1169.The orthometric height was determined by differential leveling
 FY1169.and adjusted in June 1991.
 FY1169
 FY1169.The geoid height was determined by GEOID03.
 FY1169
 FY1169.The dynamic height is computed by dividing the NAVD 88
 FY1169.geopotential number by the normal gravity value computed on the
 FY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1169.degrees latitude (g = 980.6199 gals.).
 FY1169
 FY1169.The modeled gravity was interpolated from observed gravity values.
 FY1169
 FY1169;                    North         East    Units  Estimated Accuracy
 FY1169;SPC NC       -   276,700.      521,260.      MT  (+/- 180 meters Scaled)
 FY1169
 FY1169                          SUPERSEDED SURVEY CONTROL
 FY1169
 FY1169  NGVD 29 (??/??/92)  287.214  (m)          942.30   (f) ADJ UNCH    1 2
 FY1169
 FY1169.Superseded values are not recommended for survey control.
 FY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1169.See file dsdata.txt to determine how the superseded data were derived.
 FY1169
 FY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA914110(NAD 83)
 FY1169_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FY1169_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FY1169_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FY1169_STAMPING: 942.268 1905
 FY1169_MARK LOGO: USGS  
 FY1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1169
 FY1169  HISTORY     - Date     Condition        Report By
 FY1169  HISTORY     - 1905     MONUMENTED       USGS
 FY1169  HISTORY     - 1965     GOOD             CGS
 FY1169  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY1169
 FY1169                          STATION DESCRIPTION
 FY1169
 FY1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1169'AT STOKESDALE.
 FY1169'AT STOKESDALE, AT THE INTERSECTION OF U.S. HIGHWAY 158 AND
 FY1169'COUNTY ROAD 2054, 187 FEET EAST OF AND ACROSS THE ROAD FROM
 FY1169'THE EAST CORNER OF THE SOUTHERN RAILWAY STATION, 71 FEET
 FY1169'NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 27 1/2 FEET
 FY1169'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF
 FY1169'THE WEST CORNER OF THE NORTHWEST WING OF A TWO-STORIED HOUSE,
 FY1169'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A CAP ON
 FY1169'THE TOP OF A 3 1/2-INCH PIPE PROJECTING 4 INCHES.
 FY1169
 FY1169                          STATION RECOVERY (1987)
 FY1169
 FY1169'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5769 ***********************************************************************
 AE5769  DESIGNATION -  9501
 AE5769  PID         -  AE5769
 AE5769  STATE/COUNTY-  NC/WAKE
 AE5769  USGS QUAD   -  ZEBULON (1981)
 AE5769
 AE5769                         *CURRENT SURVEY CONTROL
 AE5769  ___________________________________________________________________
 AE5769* NAD 83(2007)-  35 52 12.65737(N)    078 21 06.15688(W)     ADJUSTED  
 AE5769* NAVD 88     -        85.4    (meters)     280.     (feet)  GPS OBS   
 AE5769  ___________________________________________________________________
 AE5769  EPOCH DATE  -        2002.00
 AE5769  X           -   1,044,748.179 (meters)                     COMP
 AE5769  Y           -  -5,067,927.452 (meters)                     COMP
 AE5769  Z           -   3,716,559.000 (meters)                     COMP
 AE5769  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 AE5769  ELLIP HEIGHT-          51.524 (meters)          (02/10/07) ADJUSTED
 AE5769  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE5769
 AE5769  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5769  Type    PID    Designation                      North   East  Ellip
 AE5769  -------------------------------------------------------------------
 AE5769  NETWORK AE5769 9501                              0.90   0.84   1.74
 AE5769  -------------------------------------------------------------------
 AE5769
 AE5769.The horizontal coordinates were established by GPS observations
 AE5769.and adjusted by the National Geodetic Survey in February 2007.
 AE5769
 AE5769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5769.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5769.The horizontal coordinates are valid at the epoch date displayed above.
 AE5769.The epoch date for horizontal control is a decimal equivalence
 AE5769.of Year/Month/Day.
 AE5769
 AE5769.The orthometric height was determined by GPS observations and a
 AE5769.high-resolution geoid model.
 AE5769
 AE5769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5769
 AE5769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5769
 AE5769.The ellipsoidal height was determined by GPS observations
 AE5769.and is referenced to NAD 83.
 AE5769
 AE5769.The geoid height was determined by GEOID03.
 AE5769
 AE5769;                    North         East     Units Scale Factor Converg.
 AE5769;SPC NC       -   235,388.432   668,144.592   MT  0.99993073   +0 22 27.0
 AE5769;SPC NC       -   772,270.21  2,192,071.05   sFT  0.99993073   +0 22 27.0
 AE5769;UTM  17      - 3,972,789.155   739,101.534   MT  1.00030451   +1 33 09.0
 AE5769
 AE5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5769!SPC NC       -   0.99999191  x   0.99993073  =   0.99992264
 AE5769!UTM  17      -   0.99999191  x   1.00030451  =   1.00029642
 AE5769
 AE5769:                Primary Azimuth Mark                     Grid Az
 AE5769:SPC NC       -  9502                                     322 49 51.4
 AE5769:UTM  17      -  9502                                     321 39 09.4
 AE5769
 AE5769|---------------------------------------------------------------------|
 AE5769| PID    Reference Object                     Distance      Geod. Az  |
 AE5769|                                                           dddmmss.s |
 AE5769| AE5770 9502                                470.639 METERS 3231218.4 |
 AE5769|---------------------------------------------------------------------|
 AE5769
 AE5769                          SUPERSEDED SURVEY CONTROL
 AE5769
 AE5769  NAD 83(1986)-  35 52 12.66298(N)    078 21 06.16645(W) AD(       ) 2
 AE5769
 AE5769.Superseded values are not recommended for survey control.
 AE5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5769.See file dsdata.txt to determine how the superseded data were derived.
 AE5769
 AE5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3910272789(NAD 83)
 AE5769_MARKER: DD = SURVEY DISK
 AE5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5769_STAMPING: 95-01 1995
 AE5769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5769+STABILITY: SURFACE MOTION
 AE5769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5769+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5769
 AE5769  HISTORY     - Date     Condition        Report By
 AE5769  HISTORY     - 1995     MONUMENTED       TPP
 AE5769
 AE5769                          STATION DESCRIPTION
 AE5769
 AE5769'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5769'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES NORTH OF
 AE5769'THE TOWN OF ZEBULON, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AE5769'HIGHWAY N.C. (ZEBULON ROAD) AND STATE ROUTE 2331 (JACK MITCHELL ROAD)
 AE5769'.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE
 AE5769'FLUSH WITH THE GROUND AND STAMPED 95-01 1995.  THE STATION IS 8 FEET
 AE5769'WEST OF THE WESTERN EDGE OF PAVEMENT OF HIGHWAY N.C. 96, 10 FEET SOUTH
 AE5769'OF THE SOUTHERN EDGE OF PAVEMENT OF STATE ROUTE 2331, 47.3 FEET
 AE5769'SOUTHWEST FROM A P.K. NAIL AND CAP IN WOOD UTILITY PEDESTAL, 48.5 FEET
 AE5769'NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5769'C184BF, AND 212.7 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L
 AE5769'POWER POLE NUMBER C189BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5770 ***********************************************************************
 AE5770  DESIGNATION -  9502
 AE5770  PID         -  AE5770
 AE5770  STATE/COUNTY-  NC/WAKE
 AE5770  USGS QUAD   -  ZEBULON (1981)
 AE5770
 AE5770                         *CURRENT SURVEY CONTROL
 AE5770  ___________________________________________________________________
 AE5770* NAD 83(2007)-  35 52 24.88497(N)    078 21 17.39417(W)     ADJUSTED  
 AE5770* NAVD 88     -        96.4    (meters)     316.     (feet)  GPS OBS   
 AE5770  ___________________________________________________________________
 AE5770  EPOCH DATE  -        2002.00
 AE5770  X           -   1,044,429.301 (meters)                     COMP
 AE5770  Y           -  -5,067,776.804 (meters)                     COMP
 AE5770  Z           -   3,716,870.841 (meters)                     COMP
 AE5770  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 AE5770  ELLIP HEIGHT-          62.530 (meters)          (02/10/07) ADJUSTED
 AE5770  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AE5770
 AE5770  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5770  Type    PID    Designation                      North   East  Ellip
 AE5770  -------------------------------------------------------------------
 AE5770  NETWORK AE5770 9502                              0.94   0.86   1.80
 AE5770  -------------------------------------------------------------------
 AE5770
 AE5770.The horizontal coordinates were established by GPS observations
 AE5770.and adjusted by the National Geodetic Survey in February 2007.
 AE5770
 AE5770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5770.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5770.The horizontal coordinates are valid at the epoch date displayed above.
 AE5770.The epoch date for horizontal control is a decimal equivalence
 AE5770.of Year/Month/Day.
 AE5770
 AE5770.The orthometric height was determined by GPS observations and a
 AE5770.high-resolution geoid model.
 AE5770
 AE5770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5770
 AE5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5770
 AE5770.The ellipsoidal height was determined by GPS observations
 AE5770.and is referenced to NAD 83.
 AE5770
 AE5770.The geoid height was determined by GEOID03.
 AE5770
 AE5770;                    North         East     Units Scale Factor Converg.
 AE5770;SPC NC       -   235,763.432   667,860.264   MT  0.99993137   +0 22 20.5
 AE5770;SPC NC       -   773,500.53  2,191,138.22   sFT  0.99993137   +0 22 20.5
 AE5770;UTM  17      - 3,973,158.366   738,809.446   MT  1.00030279   +1 33 02.9
 AE5770
 AE5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5770!SPC NC       -   0.99999019  x   0.99993137  =   0.99992156
 AE5770!UTM  17      -   0.99999019  x   1.00030279  =   1.00029297
 AE5770
 AE5770:                Primary Azimuth Mark                     Grid Az
 AE5770:SPC NC       -  9501                                     142 49 51.3
 AE5770:UTM  17      -  9501                                     141 39 08.9
 AE5770
 AE5770|---------------------------------------------------------------------|
 AE5770| PID    Reference Object                     Distance      Geod. Az  |
 AE5770|                                                           dddmmss.s |
 AE5770| AE5769 9501                                470.639 METERS 1431211.8 |
 AE5770|---------------------------------------------------------------------|
 AE5770
 AE5770                          SUPERSEDED SURVEY CONTROL
 AE5770
 AE5770  NAD 83(1986)-  35 52 24.89076(N)    078 21 17.40368(W) AD(       ) 2
 AE5770
 AE5770.Superseded values are not recommended for survey control.
 AE5770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5770.See file dsdata.txt to determine how the superseded data were derived.
 AE5770
 AE5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3880973158(NAD 83)
 AE5770_MARKER: DD = SURVEY DISK
 AE5770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5770_STAMPING: 95-02 1995
 AE5770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5770+STABILITY: SURFACE MOTION
 AE5770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5770+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5770
 AE5770  HISTORY     - Date     Condition        Report By
 AE5770  HISTORY     - 1995     MONUMENTED       TPP
 AE5770
 AE5770                          STATION DESCRIPTION
 AE5770
 AE5770'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5770'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES NORTH OF
 AE5770'THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE5770'HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2331 (JACK MITCHELL
 AE5770'ROAD) PROCEED NORTH ALONG HIGHWAY N.C. 96  APPROXIMATELY 0.3 MILE TO
 AE5770'THE STATION IS ON THE RIGHT (EAST) SIDE OF HIGHWAY N.C. 96.  THE
 AE5770'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5770'WITH THE GROUND AND STAMPED 95-02 1995.  THE STATION IS 20 FEET EAST
 AE5770'OF THE EASTERN EDGE OF PAVEMENT OF HIGHWAY NUMBER 96, 7.7 FEET
 AE5770'SOUTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5770'CYO3BF, 66.5 FEET NORTHWEST FROM THE CENTERLINE OF CONCRETE RIGHT OF
 AE5770'WAY MONUMENT, AND 125.5 FEET EAST FROM A P.K. NAIL AND CAP IN CP AND L
 AE5770'POWER POLE NUMBER C195BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5771 ***********************************************************************
 AE5771  DESIGNATION -  9503
 AE5771  PID         -  AE5771
 AE5771  STATE/COUNTY-  NC/WAKE
 AE5771  USGS QUAD   -  ZEBULON (1981)
 AE5771
 AE5771                         *CURRENT SURVEY CONTROL
 AE5771  ___________________________________________________________________
 AE5771* NAD 83(2007)-  35 51 30.98056(N)    078 21 22.94921(W)     ADJUSTED  
 AE5771* NAVD 88     -        96.0    (meters)     315.     (feet)  GPS OBS   
 AE5771  ___________________________________________________________________
 AE5771  EPOCH DATE  -        2002.00
 AE5771  X           -   1,044,489.197 (meters)                     COMP
 AE5771  Y           -  -5,068,757.932 (meters)                     COMP
 AE5771  Z           -   3,715,524.166 (meters)                     COMP
 AE5771  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 AE5771  ELLIP HEIGHT-          62.051 (meters)          (02/10/07) ADJUSTED
 AE5771  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AE5771
 AE5771  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5771  Type    PID    Designation                      North   East  Ellip
 AE5771  -------------------------------------------------------------------
 AE5771  NETWORK AE5771 9503                              0.90   0.84   1.76
 AE5771  -------------------------------------------------------------------
 AE5771
 AE5771.The horizontal coordinates were established by GPS observations
 AE5771.and adjusted by the National Geodetic Survey in February 2007.
 AE5771
 AE5771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5771.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5771.The horizontal coordinates are valid at the epoch date displayed above.
 AE5771.The epoch date for horizontal control is a decimal equivalence
 AE5771.of Year/Month/Day.
 AE5771
 AE5771.The orthometric height was determined by GPS observations and a
 AE5771.high-resolution geoid model.
 AE5771
 AE5771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5771
 AE5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5771
 AE5771.The ellipsoidal height was determined by GPS observations
 AE5771.and is referenced to NAD 83.
 AE5771
 AE5771.The geoid height was determined by GEOID03.
 AE5771
 AE5771;                    North         East     Units Scale Factor Converg.
 AE5771;SPC NC       -   234,101.277   667,731.698   MT  0.99992857   +0 22 17.3
 AE5771;SPC NC       -   768,047.27  2,190,716.41   sFT  0.99992857   +0 22 17.3
 AE5771;UTM  17      - 3,971,493.299   738,715.046   MT  1.00030224   +1 32 57.6
 AE5771
 AE5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5771!SPC NC       -   0.99999026  x   0.99992857  =   0.99991883
 AE5771!UTM  17      -   0.99999026  x   1.00030224  =   1.00029250
 AE5771
 AE5771:                Primary Azimuth Mark                     Grid Az
 AE5771:SPC NC       -  9504                                     265 43 04.9
 AE5771:UTM  17      -  9504                                     264 32 24.6
 AE5771
 AE5771|---------------------------------------------------------------------|
 AE5771| PID    Reference Object                     Distance      Geod. Az  |
 AE5771|                                                           dddmmss.s |
 AE5771| AE5772 9504                                455.585 METERS 2660522.2 |
 AE5771|---------------------------------------------------------------------|
 AE5771
 AE5771                          SUPERSEDED SURVEY CONTROL
 AE5771
 AE5771  NAD 83(1986)-  35 51 30.98597(N)    078 21 22.95884(W) AD(       ) 2
 AE5771
 AE5771.Superseded values are not recommended for survey control.
 AE5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5771.See file dsdata.txt to determine how the superseded data were derived.
 AE5771
 AE5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3871571493(NAD 83)
 AE5771_MARKER: DD = SURVEY DISK
 AE5771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5771_STAMPING: 95-03 1995
 AE5771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5771+STABILITY: SURFACE MOTION
 AE5771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5771+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5771
 AE5771  HISTORY     - Date     Condition        Report By
 AE5771  HISTORY     - 1995     MONUMENTED       TPP
 AE5771
 AE5771                          STATION DESCRIPTION
 AE5771
 AE5771'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5771'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.5 MILES
 AE5771'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5771'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2331
 AE5771'(JACK MITCHELL ROAD) PROCEED SOUTH ALONG STATE ROUTE 2331
 AE5771'APPROXIMATELY 0.9 MILE TO ITS INTERSECTION WITH STATE ROUTE 2333
 AE5771'(GLORY ROAD).  THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 AE5771'INTERSECTION OF STATE ROUTE 2331 AND STATE ROUTE 2333.  THE STATION IS
 AE5771'A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE
 AE5771'GROUND AND STAMPED 95-03 1995.  THE STATION IS 18 FEET EAST OF THE
 AE5771'EASTERN EDGE OF PAVEMENT OF STATE ROUTE 2331, 23 FEET NORTH OF THE
 AE5771'NORTHERN EDGE OF PAVEMENT OF STATE ROUTE 2333, 51.6 FEET SOUTHWEST
 AE5771'FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER CV92BF, 131.5
 AE5771'FEET NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5771'K890BF, AND 78.3 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN A TEN INCH
 AE5771'DIAMETER CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5772 ***********************************************************************
 AE5772  DESIGNATION -  9504
 AE5772  PID         -  AE5772
 AE5772  STATE/COUNTY-  NC/WAKE
 AE5772  USGS QUAD   -  ZEBULON (1981)
 AE5772
 AE5772                         *CURRENT SURVEY CONTROL
 AE5772  ___________________________________________________________________
 AE5772* NAD 83(2007)-  35 51 29.97207(N)    078 21 41.06479(W)     ADJUSTED  
 AE5772* NAVD 88     -        89.6    (meters)     294.     (feet)  GPS OBS   
 AE5772  ___________________________________________________________________
 AE5772  EPOCH DATE  -        2002.00
 AE5772  X           -   1,044,046.663 (meters)                     COMP
 AE5772  Y           -  -5,068,862.480 (meters)                     COMP
 AE5772  Z           -   3,715,495.284 (meters)                     COMP
 AE5772  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 AE5772  ELLIP HEIGHT-          55.752 (meters)          (02/10/07) ADJUSTED
 AE5772  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE5772
 AE5772  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5772  Type    PID    Designation                      North   East  Ellip
 AE5772  -------------------------------------------------------------------
 AE5772  NETWORK AE5772 9504                              0.92   0.84   1.80
 AE5772  -------------------------------------------------------------------
 AE5772
 AE5772.The horizontal coordinates were established by GPS observations
 AE5772.and adjusted by the National Geodetic Survey in February 2007.
 AE5772
 AE5772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5772.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5772.The horizontal coordinates are valid at the epoch date displayed above.
 AE5772.The epoch date for horizontal control is a decimal equivalence
 AE5772.of Year/Month/Day.
 AE5772
 AE5772.The orthometric height was determined by GPS observations and a
 AE5772.high-resolution geoid model.
 AE5772
 AE5772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5772
 AE5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5772
 AE5772.The ellipsoidal height was determined by GPS observations
 AE5772.and is referenced to NAD 83.
 AE5772
 AE5772.The geoid height was determined by GEOID03.
 AE5772
 AE5772;                    North         East     Units Scale Factor Converg.
 AE5772;SPC NC       -   234,067.262   667,277.418   MT  0.99992852   +0 22 06.9
 AE5772;SPC NC       -   767,935.68  2,189,226.00   sFT  0.99992852   +0 22 06.9
 AE5772;UTM  17      - 3,971,449.937   738,261.393   MT  1.00029957   +1 32 46.9
 AE5772
 AE5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5772!SPC NC       -   0.99999125  x   0.99992852  =   0.99991977
 AE5772!UTM  17      -   0.99999125  x   1.00029957  =   1.00029082
 AE5772
 AE5772:                Primary Azimuth Mark                     Grid Az
 AE5772:SPC NC       -  9503                                     085 43 04.7
 AE5772:UTM  17      -  9503                                     084 32 24.7
 AE5772
 AE5772|---------------------------------------------------------------------|
 AE5772| PID    Reference Object                     Distance      Geod. Az  |
 AE5772|                                                           dddmmss.s |
 AE5772| AE5771 9503                                455.585 METERS 0860511.6 |
 AE5772|---------------------------------------------------------------------|
 AE5772
 AE5772                          SUPERSEDED SURVEY CONTROL
 AE5772
 AE5772  NAD 83(1986)-  35 51 29.97752(N)    078 21 41.07447(W) AD(       ) 2
 AE5772
 AE5772.Superseded values are not recommended for survey control.
 AE5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5772.See file dsdata.txt to determine how the superseded data were derived.
 AE5772
 AE5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3826171450(NAD 83)
 AE5772_MARKER: DD = SURVEY DISK
 AE5772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5772_STAMPING: 95-04 1995
 AE5772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5772+STABILITY: SURFACE MOTION
 AE5772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5772+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5772
 AE5772  HISTORY     - Date     Condition        Report By
 AE5772  HISTORY     - 1995     MONUMENTED       TPP
 AE5772
 AE5772                          STATION DESCRIPTION
 AE5772
 AE5772'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5772'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.5 MILES
 AE5772'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5772'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2331
 AE5772'(JACK MITCHELL ROAD) PROCEED SOUTH ALONG STATE ROUTE 2331
 AE5772'APPROXIMATELY 0.9 MILE TO ITS INTERSECTION WITH STATE ROUTE 2333
 AE5772'(GLORY ROAD). TURN RIGHT AND PROCEED WEST ALONG STATE ROUTE 2333
 AE5772'APPROXIMATELY 0.3 MILE TO THE STATION LOCATED ON THE LEFT (SOUTH)SIDE
 AE5772'OF STATE ROUTE 2333.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM
 AE5772'MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-04 1995.
 AE5772'THE STATION IS 12 FEET SOUTH OF THE SOUTHERN EDGE OF STATE ROUTE 2333,
 AE5772'16 FEET EAST OF THE CENTERLINE OF SOIL FARM ROAD, 94.3 FEET SOUTH FROM
 AE5772'A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER CW17BF, 263.8 FEET
 AE5772'WEST FROM A P.K. NAIL AND CAP IN AN EIGHTEEN DIAMETER LOBLOLLY PINE
 AE5772'TREE, AND 258.0 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN A 14 INCH
 AE5772'DIAMETER LOBLOLLY PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5773 ***********************************************************************
 AE5773  DESIGNATION -  9505
 AE5773  PID         -  AE5773
 AE5773  STATE/COUNTY-  NC/WAKE
 AE5773  USGS QUAD   -  ZEBULON (1981)
 AE5773
 AE5773                         *CURRENT SURVEY CONTROL
 AE5773  ___________________________________________________________________
 AE5773* NAD 83(2007)-  35 51 05.98476(N)    078 21 24.00782(W)     ADJUSTED  
 AE5773* NAVD 88     -        85.8    (meters)     281.     (feet)  GPS OBS   
 AE5773  ___________________________________________________________________
 AE5773  EPOCH DATE  -        2002.00
 AE5773  X           -   1,044,552.588 (meters)                     COMP
 AE5773  Y           -  -5,069,197.176 (meters)                     COMP
 AE5773  Z           -   3,714,893.782 (meters)                     COMP
 AE5773  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 AE5773  ELLIP HEIGHT-          51.862 (meters)          (02/10/07) ADJUSTED
 AE5773  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AE5773
 AE5773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5773  Type    PID    Designation                      North   East  Ellip
 AE5773  -------------------------------------------------------------------
 AE5773  NETWORK AE5773 9505                              0.96   0.88   1.94
 AE5773  -------------------------------------------------------------------
 AE5773
 AE5773.The horizontal coordinates were established by GPS observations
 AE5773.and adjusted by the National Geodetic Survey in February 2007.
 AE5773
 AE5773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5773.The horizontal coordinates are valid at the epoch date displayed above.
 AE5773.The epoch date for horizontal control is a decimal equivalence
 AE5773.of Year/Month/Day.
 AE5773
 AE5773.The orthometric height was determined by GPS observations and a
 AE5773.high-resolution geoid model.
 AE5773
 AE5773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5773
 AE5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5773
 AE5773.The ellipsoidal height was determined by GPS observations
 AE5773.and is referenced to NAD 83.
 AE5773
 AE5773.The geoid height was determined by GEOID03.
 AE5773
 AE5773;                    North         East     Units Scale Factor Converg.
 AE5773;SPC NC       -   233,330.776   667,710.132   MT  0.99992729   +0 22 16.7
 AE5773;SPC NC       -   765,519.39  2,190,645.66   sFT  0.99992729   +0 22 16.7
 AE5773;UTM  17      - 3,970,722.229   738,709.319   MT  1.00030221   +1 32 56.0
 AE5773
 AE5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5773!SPC NC       -   0.99999186  x   0.99992729  =   0.99991915
 AE5773!UTM  17      -   0.99999186  x   1.00030221  =   1.00029407
 AE5773
 AE5773:                Primary Azimuth Mark                     Grid Az
 AE5773:SPC NC       -  9506                                     182 10 29.0
 AE5773:UTM  17      -  9506                                     180 59 49.7
 AE5773
 AE5773|---------------------------------------------------------------------|
 AE5773| PID    Reference Object                     Distance      Geod. Az  |
 AE5773|                                                           dddmmss.s |
 AE5773| AE5774 9506                                409.470 METERS 1823245.7 |
 AE5773|---------------------------------------------------------------------|
 AE5773
 AE5773                          SUPERSEDED SURVEY CONTROL
 AE5773
 AE5773  NAD 83(1986)-  35 51 05.98989(N)    078 21 24.01741(W) AD(       ) 2
 AE5773
 AE5773.Superseded values are not recommended for survey control.
 AE5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5773.See file dsdata.txt to determine how the superseded data were derived.
 AE5773
 AE5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3870970722(NAD 83)
 AE5773_MARKER: DD = SURVEY DISK
 AE5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5773_STAMPING: 95-05 1995
 AE5773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5773+STABILITY: SURFACE MOTION
 AE5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5773+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5773
 AE5773  HISTORY     - Date     Condition        Report By
 AE5773  HISTORY     - 1995     MONUMENTED       TPP
 AE5773
 AE5773                          STATION DESCRIPTION
 AE5773
 AE5773'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5773'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.0 MILES
 AE5773'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5773'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2331
 AE5773'(JACK MITCHELL ROAD) PROCEED SOUTH ALONG STATE ROUTE 2331
 AE5773'APPROXIMATELY 1.7 MILES TO THE STATION ON THE RIGHT (WEST) SIDE OF
 AE5773'STATE ROUTE 2331.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT
 AE5773'SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-05 1995.  THE
 AE5773'STATION IS 17 FEET WEST OF THE WESTERN EDGE OF PAVEMENT OF STATE ROUTE
 AE5773'2331, 105 FEET NORTH OF THE CENTERLINE OF THE SOIL DRIVE LEADING TO
 AE5773'DWELLING NUMBER 2533, 108.9 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN
 AE5773'A 12 INCH DIAMETER LOBLOLLY PINE TREE, 147.9 FEET NORTHEAST FROM A
 AE5773'P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER CV63BF, AND 81.3 FEET
 AE5773'SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5773'CV64BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5774 ***********************************************************************
 AE5774  DESIGNATION -  9506
 AE5774  PID         -  AE5774
 AE5774  STATE/COUNTY-  NC/WAKE
 AE5774  USGS QUAD   -  ZEBULON (1981)
 AE5774
 AE5774                         *CURRENT SURVEY CONTROL
 AE5774  ___________________________________________________________________
 AE5774* NAD 83(2007)-  35 50 52.71254(N)    078 21 24.73269(W)     ADJUSTED  
 AE5774* NAVD 88     -        88.6    (meters)     291.     (feet)  GPS OBS   
 AE5774  ___________________________________________________________________
 AE5774  EPOCH DATE  -        2002.00
 AE5774  X           -   1,044,583.586 (meters)                     COMP
 AE5774  Y           -  -5,069,437.737 (meters)                     COMP
 AE5774  Z           -   3,714,563.865 (meters)                     COMP
 AE5774  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 AE5774  ELLIP HEIGHT-          54.689 (meters)          (02/10/07) ADJUSTED
 AE5774  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AE5774
 AE5774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5774  Type    PID    Designation                      North   East  Ellip
 AE5774  -------------------------------------------------------------------
 AE5774  NETWORK AE5774 9506                              0.96   0.88   1.94
 AE5774  -------------------------------------------------------------------
 AE5774
 AE5774.The horizontal coordinates were established by GPS observations
 AE5774.and adjusted by the National Geodetic Survey in February 2007.
 AE5774
 AE5774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5774.The horizontal coordinates are valid at the epoch date displayed above.
 AE5774.The epoch date for horizontal control is a decimal equivalence
 AE5774.of Year/Month/Day.
 AE5774
 AE5774.The orthometric height was determined by GPS observations and a
 AE5774.high-resolution geoid model.
 AE5774
 AE5774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5774
 AE5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5774
 AE5774.The ellipsoidal height was determined by GPS observations
 AE5774.and is referenced to NAD 83.
 AE5774
 AE5774.The geoid height was determined by GEOID03.
 AE5774
 AE5774;                    North         East     Units Scale Factor Converg.
 AE5774;SPC NC       -   232,921.631   667,694.595   MT  0.99992662   +0 22 16.3
 AE5774;SPC NC       -   764,177.05  2,190,594.68   sFT  0.99992662   +0 22 16.3
 AE5774;UTM  17      - 3,970,312.698   738,702.191   MT  1.00030216   +1 32 55.1
 AE5774
 AE5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5774!SPC NC       -   0.99999142  x   0.99992662  =   0.99991804
 AE5774!UTM  17      -   0.99999142  x   1.00030216  =   1.00029357
 AE5774
 AE5774:                Primary Azimuth Mark                     Grid Az
 AE5774:SPC NC       -  9505                                     002 10 29.0
 AE5774:UTM  17      -  9505                                     000 59 50.2
 AE5774
 AE5774|---------------------------------------------------------------------|
 AE5774| PID    Reference Object                     Distance      Geod. Az  |
 AE5774|                                                           dddmmss.s |
 AE5774| AE5773 9505                                409.470 METERS 0023245.3 |
 AE5774| AE5775 9507                                APPROX. 0.6 KM 1821604.5 |
 AE5774|---------------------------------------------------------------------|
 AE5774
 AE5774                          SUPERSEDED SURVEY CONTROL
 AE5774
 AE5774  NAD 83(1986)-  35 50 52.71767(N)    078 21 24.74228(W) AD(       ) 2
 AE5774
 AE5774.Superseded values are not recommended for survey control.
 AE5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5774.See file dsdata.txt to determine how the superseded data were derived.
 AE5774
 AE5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3870270313(NAD 83)
 AE5774_MARKER: DD = SURVEY DISK
 AE5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5774_STAMPING: 95-06 1995
 AE5774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5774+STABILITY: SURFACE MOTION
 AE5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5774+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5774
 AE5774  HISTORY     - Date     Condition        Report By
 AE5774  HISTORY     - 1995     MONUMENTED       TPP
 AE5774
 AE5774                          STATION DESCRIPTION
 AE5774
 AE5774'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5774'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.0 MILES
 AE5774'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5774'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2331
 AE5774'(JACK MITCHELL ROAD) PROCEED SOUTH ALONG STATE ROUTE 2331
 AE5774'APPROXIMATELY 2.0 MILES TO ITS INTERSECTION WITH STATE ROUTE 2332 AND
 AE5774'THE STATION LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION.  THE
 AE5774'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5774'WITH THE GROUND AND STAMPED 95-06 1995.  THE STATION IS 11 FEET EAST
 AE5774'OF THE EASTERN EDGE OF PAVEMENT OF STATE ROUTE 2331, 70 FEET NORTH OF
 AE5774'THE CENTERLINE OF STATE ROUTE 2332, 74.0 FEET SOUTHWEST FROM THE
 AE5774'NORTHWEST CORNER OF MOBILE HOME NUMBER 2400, 57.9 FEET EAST FROM A
 AE5774'P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER CV41BF, AND 154.0 FEET
 AE5774'SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5774'CV58BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5775 ***********************************************************************
 AE5775  DESIGNATION -  9507
 AE5775  PID         -  AE5775
 AE5775  STATE/COUNTY-  NC/WAKE
 AE5775  USGS QUAD   -  ZEBULON (1981)
 AE5775
 AE5775                         *CURRENT SURVEY CONTROL
 AE5775  ___________________________________________________________________
 AE5775* NAD 83(2007)-  35 50 32.75503(N)    078 21 25.70327(W)     ADJUSTED  
 AE5775* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 AE5775  ___________________________________________________________________
 AE5775  EPOCH DATE  -        2002.00
 AE5775  X           -   1,044,631.147 (meters)                     COMP
 AE5775  Y           -  -5,069,789.242 (meters)                     COMP
 AE5775  Z           -   3,714,060.668 (meters)                     COMP
 AE5775  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 AE5775  ELLIP HEIGHT-          46.866 (meters)          (02/10/07) ADJUSTED
 AE5775  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AE5775
 AE5775  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5775  Type    PID    Designation                      North   East  Ellip
 AE5775  -------------------------------------------------------------------
 AE5775  NETWORK AE5775 9507                              1.06   1.00   2.16
 AE5775  -------------------------------------------------------------------
 AE5775
 AE5775.The horizontal coordinates were established by GPS observations
 AE5775.and adjusted by the National Geodetic Survey in February 2007.
 AE5775
 AE5775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5775.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5775.The horizontal coordinates are valid at the epoch date displayed above.
 AE5775.The epoch date for horizontal control is a decimal equivalence
 AE5775.of Year/Month/Day.
 AE5775
 AE5775.The orthometric height was determined by GPS observations and a
 AE5775.high-resolution geoid model.
 AE5775
 AE5775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5775
 AE5775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5775
 AE5775.The ellipsoidal height was determined by GPS observations
 AE5775.and is referenced to NAD 83.
 AE5775
 AE5775.The geoid height was determined by GEOID03.
 AE5775
 AE5775;                    North         East     Units Scale Factor Converg.
 AE5775;SPC NC       -   232,306.418   667,674.225   MT  0.99992562   +0 22 15.7
 AE5775;SPC NC       -   762,158.64  2,190,527.85   sFT  0.99992562   +0 22 15.7
 AE5775;UTM  17      - 3,969,696.965   738,694.463   MT  1.00030212   +1 32 53.8
 AE5775
 AE5775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5775!SPC NC       -   0.99999264  x   0.99992562  =   0.99991826
 AE5775!UTM  17      -   0.99999264  x   1.00030212  =   1.00029476
 AE5775
 AE5775|---------------------------------------------------------------------|
 AE5775| PID    Reference Object                     Distance      Geod. Az  |
 AE5775|                                                           dddmmss.s |
 AE5775| AE5776 9508                                316.869 METERS 16116     |
 AE5775|---------------------------------------------------------------------|
 AE5775
 AE5775                          SUPERSEDED SURVEY CONTROL
 AE5775
 AE5775  NAD 83(1986)-  35 50 32.76067(N)    078 21 25.71298(W) AD(       ) 2
 AE5775
 AE5775.Superseded values are not recommended for survey control.
 AE5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5775.See file dsdata.txt to determine how the superseded data were derived.
 AE5775
 AE5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3869469697(NAD 83)
 AE5775_MARKER: DD = SURVEY DISK
 AE5775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5775_STAMPING: 95-07 1995
 AE5775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5775+STABILITY: SURFACE MOTION
 AE5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5775+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5775
 AE5775  HISTORY     - Date     Condition        Report By
 AE5775  HISTORY     - 1995     MONUMENTED       TPP
 AE5775
 AE5775                          STATION DESCRIPTION
 AE5775
 AE5775'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5775'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 2.5 MILES
 AE5775'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5775'INTERSECTION OF HIGHWAY N.C. NUMBER 96 (ZEBULON ROAD) AND STATE ROUTE
 AE5775'2320 (RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320
 AE5775'APPROXIMATELY 1.6 MILES TO ITS INTERSECTION WITH STATE ROUTE 2331
 AE5775'(JACK MITCHELL ROAD).  TURN RIGHT AND PROCEED NORTH ALONG STATE ROUTE
 AE5775'2331 APPROXIMATELY 0.2 MILE TO THE STATION ON THE LEFT (WEST).  THE
 AE5775'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5775'WITH THE GROUND AND STAMPED 95-07 1995.  THE STATION IS 25 FEET WEST
 AE5775'OF THE WESTERN EDGE OF PAVEMENT OF STATE ROUTE 2331, 84.7 FEET
 AE5775'SOUTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5775'ZAS13, 351.9 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER
 AE5775'POLE NUMBER ZAX30, AND 301.9 FEET SOUTHEAST FROM A P.K. NAIL AND CAP
 AE5775'IN CP AND L POWER POLE NUMBER CV27BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5776 ***********************************************************************
 AE5776  DESIGNATION -  9508
 AE5776  PID         -  AE5776
 AE5776  STATE/COUNTY-  NC/WAKE
 AE5776  USGS QUAD   -  ZEBULON (1981)
 AE5776
 AE5776                         *CURRENT SURVEY CONTROL
 AE5776  ___________________________________________________________________
 AE5776* NAD 83(2007)-  35 50 23.01862(N)    078 21 21.64831(W)     ADJUSTED  
 AE5776* NAVD 88     -        84.1    (meters)     276.     (feet)  GPS OBS   
 AE5776  ___________________________________________________________________
 AE5776  EPOCH DATE  -        2002.00
 AE5776  X           -   1,044,766.813 (meters)                     COMP
 AE5776  Y           -  -5,069,943.400 (meters)                     COMP
 AE5776  Z           -   3,713,819.318 (meters)                     COMP
 AE5776  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 AE5776  ELLIP HEIGHT-          50.137 (meters)          (02/10/07) ADJUSTED
 AE5776  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AE5776
 AE5776  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5776  Type    PID    Designation                      North   East  Ellip
 AE5776  -------------------------------------------------------------------
 AE5776  NETWORK AE5776 9508                              1.06   0.96   2.04
 AE5776  -------------------------------------------------------------------
 AE5776
 AE5776.The horizontal coordinates were established by GPS observations
 AE5776.and adjusted by the National Geodetic Survey in February 2007.
 AE5776
 AE5776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5776.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5776.The horizontal coordinates are valid at the epoch date displayed above.
 AE5776.The epoch date for horizontal control is a decimal equivalence
 AE5776.of Year/Month/Day.
 AE5776
 AE5776.The orthometric height was determined by GPS observations and a
 AE5776.high-resolution geoid model.
 AE5776
 AE5776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5776
 AE5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5776
 AE5776.The ellipsoidal height was determined by GPS observations
 AE5776.and is referenced to NAD 83.
 AE5776
 AE5776.The geoid height was determined by GEOID03.
 AE5776
 AE5776;                    North         East     Units Scale Factor Converg.
 AE5776;SPC NC       -   232,007.019   667,777.922   MT  0.99992514   +0 22 18.1
 AE5776;SPC NC       -   761,176.36  2,190,868.07   sFT  0.99992514   +0 22 18.1
 AE5776;UTM  17      - 3,969,399.648   738,804.331   MT  1.00030277   +1 32 55.8
 AE5776
 AE5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5776!SPC NC       -   0.99999213  x   0.99992514  =   0.99991727
 AE5776!UTM  17      -   0.99999213  x   1.00030277  =   1.00029490
 AE5776
 AE5776|---------------------------------------------------------------------|
 AE5776| PID    Reference Object                     Distance      Geod. Az  |
 AE5776|                                                           dddmmss.s |
 AE5776| AE5775 9507                                316.869 METERS 34116     |
 AE5776|---------------------------------------------------------------------|
 AE5776
 AE5776                          SUPERSEDED SURVEY CONTROL
 AE5776
 AE5776  NAD 83(1986)-  35 50 23.02435(N)    078 21 21.65805(W) AD(       ) 2
 AE5776
 AE5776.Superseded values are not recommended for survey control.
 AE5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5776.See file dsdata.txt to determine how the superseded data were derived.
 AE5776
 AE5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3880469400(NAD 83)
 AE5776_MARKER: DD = SURVEY DISK
 AE5776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5776_STAMPING: 95-08 1995
 AE5776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5776+STABILITY: SURFACE MOTION
 AE5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5776+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AE5776
 AE5776  HISTORY     - Date     Condition        Report By
 AE5776  HISTORY     - 1995     MONUMENTED       TPP
 AE5776  HISTORY     - 20060221 GOOD             FRELAN
 AE5776
 AE5776                          STATION DESCRIPTION
 AE5776
 AE5776'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5776'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 2.5 MILES
 AE5776'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5776'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5776'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5776'1.6 MILES TO ITS INTERSECTION WITH STATE ROUTE 2331 (JACK MITCHELL
 AE5776'ROAD).  TURN RIGHT ON STATE ROUTE 2331 TO THE STATION ON THE LEFT
 AE5776'(WEST).  THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE
 AE5776'INTERSECTION OF STATE ROUTE 2331 AND STATE ROUTE 2320.  THE STATION IS
 AE5776'A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE
 AE5776'GROUND AND STAMPED 95-08 1995.  THE STATION IS 20 FEET WEST OF THE
 AE5776'WESTERN EDGE OF PAVEMENT OF STATE ROUTE 2331, 62 FEET NORTH OF THE
 AE5776'NORTHERN EDGE OF PAVEMENT OF STATE ROUTE 2320, 134.7 FEET SOUTHWEST
 AE5776'FROM A P.K. NAIL AND CAP IN A 28 INCH DIAMETER HICKORY TREE, 79.8 FEET
 AE5776'NORTHWEST FROM THE TOP CENTER OF TELEPHONE PEDESTAL, AND 110.3 FEET
 AE5776'NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5776'CW50BF.
 AE5776
 AE5776                          STATION RECOVERY (2006)
 AE5776
 AE5776'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2006 (JKS)
 AE5776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5777 ***********************************************************************
 AE5777  DESIGNATION -  9509
 AE5777  PID         -  AE5777
 AE5777  STATE/COUNTY-  NC/WAKE
 AE5777  USGS QUAD   -  ZEBULON (1981)
 AE5777
 AE5777                         *CURRENT SURVEY CONTROL
 AE5777  ___________________________________________________________________
 AE5777* NAD 83(2007)-  35 50 13.07493(N)    078 21 45.26086(W)     ADJUSTED  
 AE5777* NAVD 88     -        82.8    (meters)     272.     (feet)  GPS OBS   
 AE5777  ___________________________________________________________________
 AE5777  EPOCH DATE  -        2002.00
 AE5777  X           -   1,044,222.404 (meters)                     COMP
 AE5777  Y           -  -5,070,237.715 (meters)                     COMP
 AE5777  Z           -   3,713,570.121 (meters)                     COMP
 AE5777  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 AE5777  ELLIP HEIGHT-          48.868 (meters)          (02/10/07) ADJUSTED
 AE5777  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AE5777
 AE5777  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5777  Type    PID    Designation                      North   East  Ellip
 AE5777  -------------------------------------------------------------------
 AE5777  NETWORK AE5777 9509                              1.08   1.00   2.10
 AE5777  -------------------------------------------------------------------
 AE5777
 AE5777.The horizontal coordinates were established by GPS observations
 AE5777.and adjusted by the National Geodetic Survey in February 2007.
 AE5777
 AE5777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5777.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5777.The horizontal coordinates are valid at the epoch date displayed above.
 AE5777.The epoch date for horizontal control is a decimal equivalence
 AE5777.of Year/Month/Day.
 AE5777
 AE5777.The orthometric height was determined by GPS observations and a
 AE5777.high-resolution geoid model.
 AE5777
 AE5777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5777
 AE5777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5777
 AE5777.The ellipsoidal height was determined by GPS observations
 AE5777.and is referenced to NAD 83.
 AE5777
 AE5777.The geoid height was determined by GEOID03.
 AE5777
 AE5777;                    North         East     Units Scale Factor Converg.
 AE5777;SPC NC       -   231,696.749   667,187.364   MT  0.99992464   +0 22 04.5
 AE5777;SPC NC       -   760,158.42  2,188,930.54   sFT  0.99992464   +0 22 04.5
 AE5777;UTM  17      - 3,969,077.190   738,220.052   MT  1.00029933   +1 32 41.6
 AE5777
 AE5777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5777!SPC NC       -   0.99999233  x   0.99992464  =   0.99991697
 AE5777!UTM  17      -   0.99999233  x   1.00029933  =   1.00029166
 AE5777
 AE5777|---------------------------------------------------------------------|
 AE5777| PID    Reference Object                     Distance      Geod. Az  |
 AE5777|                                                           dddmmss.s |
 AE5777| AE5778 9510                                325.566 METERS 26707     |
 AE5777|---------------------------------------------------------------------|
 AE5777
 AE5777                          SUPERSEDED SURVEY CONTROL
 AE5777
 AE5777  NAD 83(1986)-  35 50 13.08088(N)    078 21 45.27070(W) AD(       ) 2
 AE5777
 AE5777.Superseded values are not recommended for survey control.
 AE5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5777.See file dsdata.txt to determine how the superseded data were derived.
 AE5777
 AE5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3822069077(NAD 83)
 AE5777_MARKER: DD = SURVEY DISK
 AE5777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5777_STAMPING: 95-09 1995
 AE5777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5777+STABILITY: SURFACE MOTION
 AE5777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5777+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5777
 AE5777  HISTORY     - Date     Condition        Report By
 AE5777  HISTORY     - 1995     MONUMENTED       TPP
 AE5777  HISTORY     - 20090215 GOOD             GEOCAC
 AE5777
 AE5777                          STATION DESCRIPTION
 AE5777
 AE5777'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5777'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.0 MILES
 AE5777'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5777'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5777'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5777'2.0 MILES TO THE STATION ON THE LEFT (SOUTH) .  THE STATION IS A
 AE5777'MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE
 AE5777'GROUND AND STAMPED 95-09 1995.  THE STATION IS 15 FEET SOUTH OF THE
 AE5777'SOUTHERN EDGE OF PAVEMENT OF STATE ROUTE 2320, 105 FEET EAST OF THE
 AE5777'CENTERLINE OF THE SOIL DRIVE LEADING TO DWELLING NUMBER 7632, 446.7
 AE5777'FEET WEST FROM A P.K. NAIL IN CP AND L POWER POLE NUMBER CW60BF, 17.5
 AE5777'FEET NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5777'CW61BF, AND 184.1 FEET NORTHEAST FROM P.K. NAIL AND CAP IN CP AND L
 AE5777'POWER POLE NUMBER CW62BF.
 AE5777
 AE5777                          STATION RECOVERY (2009)
 AE5777
 AE5777'RECOVERY NOTE BY GEOCACHING 2009 (KSG)
 AE5777'VERIFIED EXISTENCE ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5778 ***********************************************************************
 AE5778  DESIGNATION -  9510
 AE5778  PID         -  AE5778
 AE5778  STATE/COUNTY-  NC/WAKE
 AE5778  USGS QUAD   -  ZEBULON (1981)
 AE5778
 AE5778                         *CURRENT SURVEY CONTROL
 AE5778  ___________________________________________________________________
 AE5778* NAD 83(2007)-  35 50 12.54270(N)    078 21 58.21674(W)     ADJUSTED  
 AE5778* NAVD 88     -        86.6    (meters)     284.     (feet)  GPS OBS   
 AE5778  ___________________________________________________________________
 AE5778  EPOCH DATE  -        2002.00
 AE5778  X           -   1,043,906.495 (meters)                     COMP
 AE5778  Y           -  -5,070,315.746 (meters)                     COMP
 AE5778  Z           -   3,713,559.068 (meters)                     COMP
 AE5778  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 AE5778  ELLIP HEIGHT-          52.703 (meters)          (02/10/07) ADJUSTED
 AE5778  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AE5778
 AE5778  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5778  Type    PID    Designation                      North   East  Ellip
 AE5778  -------------------------------------------------------------------
 AE5778  NETWORK AE5778 9510                              1.10   1.02   2.14
 AE5778  -------------------------------------------------------------------
 AE5778
 AE5778.The horizontal coordinates were established by GPS observations
 AE5778.and adjusted by the National Geodetic Survey in February 2007.
 AE5778
 AE5778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5778.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5778.The horizontal coordinates are valid at the epoch date displayed above.
 AE5778.The epoch date for horizontal control is a decimal equivalence
 AE5778.of Year/Month/Day.
 AE5778
 AE5778.The orthometric height was determined by GPS observations and a
 AE5778.high-resolution geoid model.
 AE5778
 AE5778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5778
 AE5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5778
 AE5778.The ellipsoidal height was determined by GPS observations
 AE5778.and is referenced to NAD 83.
 AE5778
 AE5778.The geoid height was determined by GEOID03.
 AE5778
 AE5778;                    North         East     Units Scale Factor Converg.
 AE5778;SPC NC       -   231,678.265   666,862.348   MT  0.99992462   +0 21 57.0
 AE5778;SPC NC       -   760,097.77  2,187,864.22   sFT  0.99992462   +0 21 57.0
 AE5778;UTM  17      - 3,969,052.024   737,895.362   MT  1.00029743   +1 32 34.0
 AE5778
 AE5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5778!SPC NC       -   0.99999173  x   0.99992462  =   0.99991635
 AE5778!UTM  17      -   0.99999173  x   1.00029743  =   1.00028916
 AE5778
 AE5778|---------------------------------------------------------------------|
 AE5778| PID    Reference Object                     Distance      Geod. Az  |
 AE5778|                                                           dddmmss.s |
 AE5778| AE5777 9509                                325.566 METERS 08707     |
 AE5778|---------------------------------------------------------------------|
 AE5778
 AE5778                          SUPERSEDED SURVEY CONTROL
 AE5778
 AE5778  NAD 83(1986)-  35 50 12.54870(N)    078 21 58.22656(W) AD(       ) 2
 AE5778
 AE5778.Superseded values are not recommended for survey control.
 AE5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5778.See file dsdata.txt to determine how the superseded data were derived.
 AE5778
 AE5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3789569052(NAD 83)
 AE5778_MARKER: DD = SURVEY DISK
 AE5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5778_STAMPING: 95-10 1995
 AE5778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5778+STABILITY: SURFACE MOTION
 AE5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5778+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5778
 AE5778  HISTORY     - Date     Condition        Report By
 AE5778  HISTORY     - 1995     MONUMENTED       TPP
 AE5778
 AE5778                          STATION DESCRIPTION
 AE5778
 AE5778'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5778'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.0 MILES
 AE5778'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5778'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5778'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5778'2.2 MILES TO THE STATION ON THE LEFT (SOUTH) .  THE STATION IS A
 AE5778'MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE
 AE5778'GROUND AND STAMPED 95-10 1995.  THE STATION IS 15 FEET SOUTH OF THE
 AE5778'SOUTHERN EDGE OF PAVEMENT OF STATE ROUTE 2320, 65 FEET WEST OF THE
 AE5778'CENTERLINE OF THE SOIL DRIVE LEADING TO DWELLING NUMBER 7628, 163.4
 AE5778'FEET SOUTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5778'CW66BF, 150.1 FEET NORTHWEST FROM THE NORTHWEST CORNER OF DWELLING
 AE5778'NUMBER 7628, AND 195.4 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP
 AE5778'AND L POWER POLE NUMBER CW67BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5779 ***********************************************************************
 AE5779  DESIGNATION -  9511
 AE5779  PID         -  AE5779
 AE5779  STATE/COUNTY-  NC/WAKE
 AE5779  USGS QUAD   -  ZEBULON (1981)
 AE5779
 AE5779                         *CURRENT SURVEY CONTROL
 AE5779  ___________________________________________________________________
 AE5779* NAD 83(2007)-  35 50 29.71012(N)    078 22 23.55384(W)     ADJUSTED  
 AE5779* NAVD 88     -        91.6    (meters)     301.     (feet)  GPS OBS   
 AE5779  ___________________________________________________________________
 AE5779  EPOCH DATE  -        2002.00
 AE5779  X           -   1,043,222.032 (meters)                     COMP
 AE5779  Y           -  -5,070,144.420 (meters)                     COMP
 AE5779  Z           -   3,713,990.909 (meters)                     COMP
 AE5779  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 AE5779  ELLIP HEIGHT-          57.656 (meters)          (02/10/07) ADJUSTED
 AE5779  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AE5779
 AE5779  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5779  Type    PID    Designation                      North   East  Ellip
 AE5779  -------------------------------------------------------------------
 AE5779  NETWORK AE5779 9511                              1.04   0.94   2.10
 AE5779  -------------------------------------------------------------------
 AE5779
 AE5779.The horizontal coordinates were established by GPS observations
 AE5779.and adjusted by the National Geodetic Survey in February 2007.
 AE5779
 AE5779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5779.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5779.The horizontal coordinates are valid at the epoch date displayed above.
 AE5779.The epoch date for horizontal control is a decimal equivalence
 AE5779.of Year/Month/Day.
 AE5779
 AE5779.The orthometric height was determined by GPS observations and a
 AE5779.high-resolution geoid model.
 AE5779
 AE5779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5779
 AE5779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5779
 AE5779.The ellipsoidal height was determined by GPS observations
 AE5779.and is referenced to NAD 83.
 AE5779
 AE5779.The geoid height was determined by GEOID03.
 AE5779
 AE5779;                    North         East     Units Scale Factor Converg.
 AE5779;SPC NC       -   232,203.296   666,223.184   MT  0.99992547   +0 21 42.4
 AE5779;SPC NC       -   761,820.31  2,185,767.23   sFT  0.99992547   +0 21 42.4
 AE5779;UTM  17      - 3,969,564.006   737,245.308   MT  1.00029362   +1 32 19.8
 AE5779
 AE5779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5779!SPC NC       -   0.99999095  x   0.99992547  =   0.99991642
 AE5779!UTM  17      -   0.99999095  x   1.00029362  =   1.00028457
 AE5779
 AE5779|---------------------------------------------------------------------|
 AE5779| PID    Reference Object                     Distance      Geod. Az  |
 AE5779|                                                           dddmmss.s |
 AE5779| AE5780 9512                                375.311 METERS 31442     |
 AE5779|---------------------------------------------------------------------|
 AE5779
 AE5779                          SUPERSEDED SURVEY CONTROL
 AE5779
 AE5779  NAD 83(1986)-  35 50 29.71616(N)    078 22 23.56367(W) AD(       ) 2
 AE5779
 AE5779.Superseded values are not recommended for survey control.
 AE5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5779.See file dsdata.txt to determine how the superseded data were derived.
 AE5779
 AE5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3724569564(NAD 83)
 AE5779_MARKER: DD = SURVEY DISK
 AE5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5779_STAMPING: 95-11 1995
 AE5779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5779+STABILITY: SURFACE MOTION
 AE5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5779+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5779
 AE5779  HISTORY     - Date     Condition        Report By
 AE5779  HISTORY     - 1995     MONUMENTED       TPP
 AE5779
 AE5779                          STATION DESCRIPTION
 AE5779
 AE5779'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5779'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.5 MILES
 AE5779'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5779'INTERSECTION OF HIGHWAY N.C. NUMBER 96 (ZEBULON ROAD) AND STATE ROUTE
 AE5779'2320 (RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320
 AE5779'APPROXIMATELY 2.2 MILES TO ITS INTERSECTION WITH STATE ROUTE 2329
 AE5779'(LIZARD LICK ROAD).  THE STATION IS LOCATED AT THE NORTHEAST CORNER OF
 AE5779'THE INTERSECTION OF STATE ROUTE 2320 AND STATE ROUTE 2329.  THE
 AE5779'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5779'WITH THE GROUND AND STAMPED 95-11 1995.  THE STATION IS 12 FEET NORTH
 AE5779'OF THE NORTHERN EDGE OF PAVEMENT OF STATE ROUTE NUMBER 2320, 118 FEET
 AE5779'EAST OF THE CENTERLINE OF STATE ROUTE 2329, 159.9 FEET NORTHWEST FROM
 AE5779'A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER D855BF, 82.4 FEET
 AE5779'NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5779'D854BF, AND 249.8 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L
 AE5779'POWER POLE NUMBER D858BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5780 ***********************************************************************
 AE5780  DESIGNATION -  9512
 AE5780  PID         -  AE5780
 AE5780  STATE/COUNTY-  NC/WAKE
 AE5780  USGS QUAD   -  KNIGHTDALE (1993)
 AE5780
 AE5780                         *CURRENT SURVEY CONTROL
 AE5780  ___________________________________________________________________
 AE5780* NAD 83(2007)-  35 50 38.27470(N)    078 22 34.18508(W)     ADJUSTED  
 AE5780* NAVD 88     -        83.7    (meters)     275.     (feet)  GPS OBS   
 AE5780  ___________________________________________________________________
 AE5780  EPOCH DATE  -        2002.00
 AE5780  X           -   1,042,928.274 (meters)                     COMP
 AE5780  Y           -  -5,070,040.515 (meters)                     COMP
 AE5780  Z           -   3,714,200.272 (meters)                     COMP
 AE5780  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 AE5780  ELLIP HEIGHT-          49.765 (meters)          (02/10/07) ADJUSTED
 AE5780  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AE5780
 AE5780  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5780  Type    PID    Designation                      North   East  Ellip
 AE5780  -------------------------------------------------------------------
 AE5780  NETWORK AE5780 9512                              1.14   1.04   2.49
 AE5780  -------------------------------------------------------------------
 AE5780
 AE5780.The horizontal coordinates were established by GPS observations
 AE5780.and adjusted by the National Geodetic Survey in February 2007.
 AE5780
 AE5780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5780.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5780.The horizontal coordinates are valid at the epoch date displayed above.
 AE5780.The epoch date for horizontal control is a decimal equivalence
 AE5780.of Year/Month/Day.
 AE5780
 AE5780.The orthometric height was determined by GPS observations and a
 AE5780.high-resolution geoid model.
 AE5780
 AE5780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5780
 AE5780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5780
 AE5780.The ellipsoidal height was determined by GPS observations
 AE5780.and is referenced to NAD 83.
 AE5780
 AE5780.The geoid height was determined by GEOID03.
 AE5780
 AE5780;                    North         East     Units Scale Factor Converg.
 AE5780;SPC NC       -   232,465.561   665,954.754   MT  0.99992590   +0 21 36.2
 AE5780;SPC NC       -   762,680.76  2,184,886.56   sFT  0.99992590   +0 21 36.2
 AE5780;UTM  17      - 3,969,820.795   736,971.447   MT  1.00029202   +1 32 13.9
 AE5780
 AE5780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5780!SPC NC       -   0.99999219  x   0.99992590  =   0.99991809
 AE5780!UTM  17      -   0.99999219  x   1.00029202  =   1.00028421
 AE5780
 AE5780|---------------------------------------------------------------------|
 AE5780| PID    Reference Object                     Distance      Geod. Az  |
 AE5780|                                                           dddmmss.s |
 AE5780| AE5779 9511                                375.311 METERS 13442     |
 AE5780|---------------------------------------------------------------------|
 AE5780
 AE5780                          SUPERSEDED SURVEY CONTROL
 AE5780
 AE5780  NAD 83(1986)-  35 50 38.28076(N)    078 22 34.19492(W) AD(       ) 2
 AE5780
 AE5780.Superseded values are not recommended for survey control.
 AE5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5780.See file dsdata.txt to determine how the superseded data were derived.
 AE5780
 AE5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3697169821(NAD 83)
 AE5780_MARKER: DD = SURVEY DISK
 AE5780_SETTING: 66 = SET IN ROCK OUTCROP
 AE5780_STAMPING: 95-12 1995
 AE5780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5780+STABILITY: POSITION/ELEVATION WELL
 AE5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5780+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5780
 AE5780  HISTORY     - Date     Condition        Report By
 AE5780  HISTORY     - 1995     MONUMENTED       TPP
 AE5780  HISTORY     - 20080130 GOOD             GEOCAC
 AE5780
 AE5780                          STATION DESCRIPTION
 AE5780
 AE5780'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5780'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 3.5 MILES
 AE5780'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5780'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5780'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5780'3.0 MILES TO THE STATION ON THE RIGHT (NORTH).  THE STATION IS AN
 AE5780'ALUMINUM DISK SET FLUSH IN ROCK OUTCROP AND STAMPED 95-12 1995.  THE
 AE5780'STATION IS 14 FEET NORTH OF THE NORTHERN EDGE OF PAVEMENT OF STATE
 AE5780'ROUTE 2320, 175 FEET SOUTHEAST OF THE CENTERLINE OF THE SOIL ROAD
 AE5780'LEADING TO THE ROCKS PRESERVE, 37.0 FEET SOUTHWEST FROM A P.K. NAIL
 AE5780'AND CAP IN AN EIGHT INCH DIAMETER LOBLOLLY PINE, 296.1 FEET NORTHWEST
 AE5780'FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER 3CU06, AND 59.5
 AE5780'FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5780'D862BF.
 AE5780
 AE5780                          STATION RECOVERY (2008)
 AE5780
 AE5780'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 AE5780'VERIFIED EXISTENCE ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5781 ***********************************************************************
 AE5781  DESIGNATION -  9513
 AE5781  PID         -  AE5781
 AE5781  STATE/COUNTY-  NC/WAKE
 AE5781  USGS QUAD   -  ZEBULON (1981)
 AE5781
 AE5781                         *CURRENT SURVEY CONTROL
 AE5781  ___________________________________________________________________
 AE5781* NAD 83(2007)-  35 51 14.05877(N)    078 22 26.49897(W)     ADJUSTED  
 AE5781* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AE5781  ___________________________________________________________________
 AE5781  EPOCH DATE  -        2002.00
 AE5781  X           -   1,042,987.124 (meters)                     COMP
 AE5781  Y           -  -5,069,369.426 (meters)                     COMP
 AE5781  Z           -   3,715,094.586 (meters)                     COMP
 AE5781  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 AE5781  ELLIP HEIGHT-          50.329 (meters)          (02/10/07) ADJUSTED
 AE5781  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AE5781
 AE5781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5781  Type    PID    Designation                      North   East  Ellip
 AE5781  -------------------------------------------------------------------
 AE5781  NETWORK AE5781 9513                              0.98   0.88   1.94
 AE5781  -------------------------------------------------------------------
 AE5781
 AE5781.The horizontal coordinates were established by GPS observations
 AE5781.and adjusted by the National Geodetic Survey in February 2007.
 AE5781
 AE5781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5781.The horizontal coordinates are valid at the epoch date displayed above.
 AE5781.The epoch date for horizontal control is a decimal equivalence
 AE5781.of Year/Month/Day.
 AE5781
 AE5781.The orthometric height was determined by GPS observations and a
 AE5781.high-resolution geoid model.
 AE5781
 AE5781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5781
 AE5781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5781
 AE5781.The ellipsoidal height was determined by GPS observations
 AE5781.and is referenced to NAD 83.
 AE5781
 AE5781.The geoid height was determined by GEOID03.
 AE5781
 AE5781;                    North         East     Units Scale Factor Converg.
 AE5781;SPC NC       -   233,569.579   666,140.663   MT  0.99992770   +0 21 40.7
 AE5781;SPC NC       -   766,302.86  2,185,496.49   sFT  0.99992770   +0 21 40.7
 AE5781;UTM  17      - 3,970,928.805   737,134.692   MT  1.00029297   +1 32 19.7
 AE5781
 AE5781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5781!SPC NC       -   0.99999210  x   0.99992770  =   0.99991980
 AE5781!UTM  17      -   0.99999210  x   1.00029297  =   1.00028507
 AE5781
 AE5781|---------------------------------------------------------------------|
 AE5781| PID    Reference Object                     Distance      Geod. Az  |
 AE5781|                                                           dddmmss.s |
 AE5781| AE5782 9514                                353.448 METERS 35746     |
 AE5781|---------------------------------------------------------------------|
 AE5781
 AE5781                          SUPERSEDED SURVEY CONTROL
 AE5781
 AE5781  NAD 83(1986)-  35 51 14.06449(N)    078 22 26.50872(W) AD(       ) 2
 AE5781
 AE5781.Superseded values are not recommended for survey control.
 AE5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5781.See file dsdata.txt to determine how the superseded data were derived.
 AE5781
 AE5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3713570929(NAD 83)
 AE5781_MARKER: DD = SURVEY DISK
 AE5781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5781_STAMPING: 95-13 1995
 AE5781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5781+STABILITY: SURFACE MOTION
 AE5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5781+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5781
 AE5781  HISTORY     - Date     Condition        Report By
 AE5781  HISTORY     - 1995     MONUMENTED       TPP
 AE5781
 AE5781                          STATION DESCRIPTION
 AE5781
 AE5781'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5781'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5781'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5781'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5781'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5781'2.8 MILES TO ITS INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK
 AE5781'ROAD).  TURN RIGHT AND PROCEED NORTH ALONG STATE ROUTE 2329
 AE5781'APPROXIMATELY 0.9 MILE TO THE STATION ON THE RIGHT (EAST).  THE
 AE5781'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5781'WITH THE GROUND AND STAMPED 95-13 1995.  THE STATION IS 20 FEET EAST
 AE5781'OF THE EASTERN EDGE OF PAVEMENT OF STATE ROUTE 2329, 90 FEET SOUTH OF
 AE5781'THE CENTERLINE OF THE SOIL DRIVE LEADING TO DWELLING NUMBER 3120, 95.1
 AE5781'FEET NORTH FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5781'DB14BF, 122.0 FEET NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L
 AE5781'POWER POLE NUMBER DB13BF, AND 178.9 FEET SOUTHEAST FROM A P.K. NAIL
 AE5781'AND CAP IN CP AND L POWER POLE NUMBER K530BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5782 ***********************************************************************
 AE5782  DESIGNATION -  9514
 AE5782  PID         -  AE5782
 AE5782  STATE/COUNTY-  NC/WAKE
 AE5782  USGS QUAD   -  ZEBULON (1981)
 AE5782
 AE5782                         *CURRENT SURVEY CONTROL
 AE5782  ___________________________________________________________________
 AE5782* NAD 83(2007)-  35 51 25.51792(N)    078 22 27.04665(W)     ADJUSTED  
 AE5782* NAVD 88     -        89.1    (meters)     292.     (feet)  GPS OBS   
 AE5782  ___________________________________________________________________
 AE5782  EPOCH DATE  -        2002.00
 AE5782  X           -   1,042,932.784 (meters)                     COMP
 AE5782  Y           -  -5,069,173.499 (meters)                     COMP
 AE5782  Z           -   3,715,383.748 (meters)                     COMP
 AE5782  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 AE5782  ELLIP HEIGHT-          55.288 (meters)          (02/10/07) ADJUSTED
 AE5782  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AE5782
 AE5782  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5782  Type    PID    Designation                      North   East  Ellip
 AE5782  -------------------------------------------------------------------
 AE5782  NETWORK AE5782 9514                              0.98   0.88   1.96
 AE5782  -------------------------------------------------------------------
 AE5782
 AE5782.The horizontal coordinates were established by GPS observations
 AE5782.and adjusted by the National Geodetic Survey in February 2007.
 AE5782
 AE5782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5782.The horizontal coordinates are valid at the epoch date displayed above.
 AE5782.The epoch date for horizontal control is a decimal equivalence
 AE5782.of Year/Month/Day.
 AE5782
 AE5782.The orthometric height was determined by GPS observations and a
 AE5782.high-resolution geoid model.
 AE5782
 AE5782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5782
 AE5782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5782
 AE5782.The ellipsoidal height was determined by GPS observations
 AE5782.and is referenced to NAD 83.
 AE5782
 AE5782.The geoid height was determined by GEOID03.
 AE5782
 AE5782;                    North         East     Units Scale Factor Converg.
 AE5782;SPC NC       -   233,922.645   666,124.695   MT  0.99992829   +0 21 40.3
 AE5782;SPC NC       -   767,461.21  2,185,444.10   sFT  0.99992829   +0 21 40.3
 AE5782;UTM  17      - 3,971,281.597   737,111.464   MT  1.00029283   +1 32 19.8
 AE5782
 AE5782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5782!SPC NC       -   0.99999132  x   0.99992829  =   0.99991961
 AE5782!UTM  17      -   0.99999132  x   1.00029283  =   1.00028415
 AE5782
 AE5782|---------------------------------------------------------------------|
 AE5782| PID    Reference Object                     Distance      Geod. Az  |
 AE5782|                                                           dddmmss.s |
 AE5782| AE5781 9513                                353.448 METERS 17746     |
 AE5782|---------------------------------------------------------------------|
 AE5782
 AE5782                          SUPERSEDED SURVEY CONTROL
 AE5782
 AE5782  NAD 83(1986)-  35 51 25.52351(N)    078 22 27.05640(W) AD(       ) 2
 AE5782
 AE5782.Superseded values are not recommended for survey control.
 AE5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5782.See file dsdata.txt to determine how the superseded data were derived.
 AE5782
 AE5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3711171282(NAD 83)
 AE5782_MARKER: DD = SURVEY DISK
 AE5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5782_STAMPING: 95-14
 AE5782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5782+STABILITY: SURFACE MOTION
 AE5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5782+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5782
 AE5782  HISTORY     - Date     Condition        Report By
 AE5782  HISTORY     - 1995     MONUMENTED       TPP
 AE5782
 AE5782                          STATION DESCRIPTION
 AE5782
 AE5782'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5782'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5782'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5782'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5782'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5782'2.8 MILES TO ITS INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK
 AE5782'ROAD).  TURN RIGHT AND PROCEED NORTH ALONG STATE ROUTE 2329
 AE5782'APPROXIMATELY 1.1 MILES TO ITS INTERSECTION WITH STATE ROUTE 2333
 AE5782'(GLORY ROAD) AND THE STATION ON THE LEFT (WEST) OF THE INTERSECTION.
 AE5782'THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE
 AE5782'FLUSH WITH THE GROUND AND STAMPED 95-14 1995.  THE STATION IS 8 FEET
 AE5782'WEST OF THE WESTERN EDGE OF PAVEMENT OF STATE ROUTE 2329, 280.2 FEET
 AE5782'NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5782'DB03BF, 51.6 FEET NORTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER
 AE5782'POLE NUMBER DB02BF, AND 362.3 FEET SOUTHEAST FROM A P.K. NAIL AND CAP
 AE5782'IN CP AND L POWER POLE NUMBER DB00BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5783 ***********************************************************************
 AE5783  DESIGNATION -  9515
 AE5783  PID         -  AE5783
 AE5783  STATE/COUNTY-  NC/WAKE
 AE5783  USGS QUAD   -  KNIGHTDALE (1993)
 AE5783
 AE5783                         *CURRENT SURVEY CONTROL
 AE5783  ___________________________________________________________________
 AE5783* NAD 83(2007)-  35 52 02.76767(N)    078 22 35.71845(W)     ADJUSTED  
 AE5783* NAVD 88     -        90.1    (meters)     296.     (feet)  GPS OBS   
 AE5783  ___________________________________________________________________
 AE5783  EPOCH DATE  -        2002.00
 AE5783  X           -   1,042,584.316 (meters)                     COMP
 AE5783  Y           -  -5,068,559.338 (meters)                     COMP
 AE5783  Z           -   3,716,314.786 (meters)                     COMP
 AE5783  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 AE5783  ELLIP HEIGHT-          56.297 (meters)          (02/10/07) ADJUSTED
 AE5783  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AE5783
 AE5783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5783  Type    PID    Designation                      North   East  Ellip
 AE5783  -------------------------------------------------------------------
 AE5783  NETWORK AE5783 9515                              0.90   0.82   1.74
 AE5783  -------------------------------------------------------------------
 AE5783
 AE5783.The horizontal coordinates were established by GPS observations
 AE5783.and adjusted by the National Geodetic Survey in February 2007.
 AE5783
 AE5783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5783.The horizontal coordinates are valid at the epoch date displayed above.
 AE5783.The epoch date for horizontal control is a decimal equivalence
 AE5783.of Year/Month/Day.
 AE5783
 AE5783.The orthometric height was determined by GPS observations and a
 AE5783.high-resolution geoid model.
 AE5783
 AE5783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5783
 AE5783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5783
 AE5783.The ellipsoidal height was determined by GPS observations
 AE5783.and is referenced to NAD 83.
 AE5783
 AE5783.The geoid height was determined by GEOID03.
 AE5783
 AE5783;                    North         East     Units Scale Factor Converg.
 AE5783;SPC NC       -   235,069.256   665,899.925   MT  0.99993021   +0 21 35.3
 AE5783;SPC NC       -   771,223.05  2,184,706.67   sFT  0.99993021   +0 21 35.3
 AE5783;UTM  17      - 3,972,423.759   736,863.082   MT  1.00029138   +1 32 16.1
 AE5783
 AE5783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5783!SPC NC       -   0.99999116  x   0.99993021  =   0.99992137
 AE5783!UTM  17      -   0.99999116  x   1.00029138  =   1.00028254
 AE5783
 AE5783|---------------------------------------------------------------------|
 AE5783| PID    Reference Object                     Distance      Geod. Az  |
 AE5783|                                                           dddmmss.s |
 AE5783| AE5784 9516                                371.070 METERS 34338     |
 AE5783|---------------------------------------------------------------------|
 AE5783
 AE5783                          SUPERSEDED SURVEY CONTROL
 AE5783
 AE5783  NAD 83(1986)-  35 52 02.77321(N)    078 22 35.72823(W) AD(       ) 2
 AE5783
 AE5783.Superseded values are not recommended for survey control.
 AE5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5783.See file dsdata.txt to determine how the superseded data were derived.
 AE5783
 AE5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3686372424(NAD 83)
 AE5783_MARKER: DD = SURVEY DISK
 AE5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5783_STAMPING: 95-15 1995
 AE5783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5783+STABILITY: SURFACE MOTION
 AE5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5783+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5783
 AE5783  HISTORY     - Date     Condition        Report By
 AE5783  HISTORY     - 1995     MONUMENTED       TPP
 AE5783
 AE5783                          STATION DESCRIPTION
 AE5783
 AE5783'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5783'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.5 MILES
 AE5783'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5783'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5783'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.6
 AE5783'MILE TO ITS INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK ROAD).
 AE5783'TURN LEFT AND PROCEED SOUTH ALONG STATE ROUTE 2329 APPROXIMATELY 1.0
 AE5783'MILE TO THE STATION ON THE RIGHT.  THE STATION IS A MARK-IT (BOM-1)
 AE5783'ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE5783'95-15 1995.  THE STATION IS 22 FEET WEST OF THE WESTERN EDGE OF
 AE5783'PAVEMENT OF STATE ROUTE 2329, 200.9 FEET SOUTHWEST FROM A P.K. NAIL
 AE5783'AND CAP IN CP AND L POWER POLE NUMBER K479BF, 62.8 FEET SOUTHWEST FROM
 AE5783'A 3.5 INCH DIAMETER METAL POST, 69.0 FEET NORTHWEST FROM A 3.5 INCH
 AE5783'DIAMETER METAL POST, AND 171.5 FEET NORTHWEST FROM A P.K. NAIL AND CAP
 AE5783'IN CP AND L POWER POLE NUMBER DA71BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5784 ***********************************************************************
 AE5784  DESIGNATION -  9516
 AE5784  PID         -  AE5784
 AE5784  STATE/COUNTY-  NC/WAKE
 AE5784  USGS QUAD   -  KNIGHTDALE (1993)
 AE5784
 AE5784                         *CURRENT SURVEY CONTROL
 AE5784  ___________________________________________________________________
 AE5784* NAD 83(2007)-  35 52 14.31917(N)    078 22 39.88644(W)     ADJUSTED  
 AE5784* NAVD 88     -        90.4    (meters)     297.     (feet)  GPS OBS   
 AE5784  ___________________________________________________________________
 AE5784  EPOCH DATE  -        2002.00
 AE5784  X           -   1,042,439.915 (meters)                     COMP
 AE5784  Y           -  -5,068,376.297 (meters)                     COMP
 AE5784  Z           -   3,716,603.470 (meters)                     COMP
 AE5784  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 AE5784  ELLIP HEIGHT-          56.585 (meters)          (02/10/07) ADJUSTED
 AE5784  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AE5784
 AE5784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5784  Type    PID    Designation                      North   East  Ellip
 AE5784  -------------------------------------------------------------------
 AE5784  NETWORK AE5784 9516                              0.94   0.84   1.84
 AE5784  -------------------------------------------------------------------
 AE5784
 AE5784.The horizontal coordinates were established by GPS observations
 AE5784.and adjusted by the National Geodetic Survey in February 2007.
 AE5784
 AE5784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5784.The horizontal coordinates are valid at the epoch date displayed above.
 AE5784.The epoch date for horizontal control is a decimal equivalence
 AE5784.of Year/Month/Day.
 AE5784
 AE5784.The orthometric height was determined by GPS observations and a
 AE5784.high-resolution geoid model.
 AE5784
 AE5784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5784
 AE5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5784
 AE5784.The ellipsoidal height was determined by GPS observations
 AE5784.and is referenced to NAD 83.
 AE5784
 AE5784.The geoid height was determined by GEOID03.
 AE5784
 AE5784;                    North         East     Units Scale Factor Converg.
 AE5784;SPC NC       -   235,424.600   665,793.140   MT  0.99993081   +0 21 32.9
 AE5784;SPC NC       -   772,388.88  2,184,356.33   sFT  0.99993081   +0 21 32.9
 AE5784;UTM  17      - 3,972,776.960   736,748.972   MT  1.00029071   +1 32 14.1
 AE5784
 AE5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5784!SPC NC       -   0.99999112  x   0.99993081  =   0.99992193
 AE5784!UTM  17      -   0.99999112  x   1.00029071  =   1.00028183
 AE5784
 AE5784|---------------------------------------------------------------------|
 AE5784| PID    Reference Object                     Distance      Geod. Az  |
 AE5784|                                                           dddmmss.s |
 AE5784| AE5783 9515                                371.070 METERS 16338     |
 AE5784|---------------------------------------------------------------------|
 AE5784
 AE5784                          SUPERSEDED SURVEY CONTROL
 AE5784
 AE5784  NAD 83(1986)-  35 52 14.32476(N)    078 22 39.89616(W) AD(       ) 2
 AE5784
 AE5784.Superseded values are not recommended for survey control.
 AE5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5784.See file dsdata.txt to determine how the superseded data were derived.
 AE5784
 AE5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3674972777(NAD 83)
 AE5784_MARKER: DD = SURVEY DISK
 AE5784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5784_STAMPING: 95-16 1995
 AE5784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5784+STABILITY: SURFACE MOTION
 AE5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5784+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5784
 AE5784  HISTORY     - Date     Condition        Report By
 AE5784  HISTORY     - 1995     MONUMENTED       TPP
 AE5784
 AE5784                          STATION DESCRIPTION
 AE5784
 AE5784'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5784'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.5 MILES
 AE5784'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5784'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5784'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.6
 AE5784'MILE TO ITS INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK ROAD).
 AE5784'TURN LEFT AND PROCEED SOUTH ALONG STATE ROUTE 2329 APPROXIMATELY 0.8
 AE5784'MILE TO ITS INTERSECTION WITH STATE ROUTE 2328 (BUCK ROAD) AND THE
 AE5784'STATION LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION.  THE
 AE5784'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5784'WITH THE GROUND AND STAMPED 95-16 1995.  THE STATION IS 42 FEET WEST
 AE5784'OF THE WESTERN EDGE OF PAVEMENT OF STATE ROUTE 2329, 22 FEET NORTH OF
 AE5784'THE NORTHERN EDGE OF PAVEMENT OF STATE ROUTE 2328, 231.4 FEET
 AE5784'NORTHWEST FROM THE SOUTHWEST CORNER OF A BRICK DWELLING, 88.1 FEET
 AE5784'NORTHEAST FROM THE CENTERLINE CONCRETE RIGHT OF WAY MONUMENT, AND 60.7
 AE5784'FEET NORTHEAST FROM THE CENTERLINE CONCRETE RIGHT OF WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5785 ***********************************************************************
 AE5785  DESIGNATION -  9517
 AE5785  PID         -  AE5785
 AE5785  STATE/COUNTY-  NC/WAKE
 AE5785  USGS QUAD   -  ROLESVILLE (1993)
 AE5785
 AE5785                         *CURRENT SURVEY CONTROL
 AE5785  ___________________________________________________________________
 AE5785* NAD 83(2007)-  35 52 55.04670(N)    078 22 39.86676(W)     ADJUSTED  
 AE5785* NAVD 88     -        80.86   (meters)     265.3    (feet)  LEVELING  
 AE5785  ___________________________________________________________________
 AE5785  EPOCH DATE  -        2002.00
 AE5785  X           -   1,042,290.639 (meters)                     COMP
 AE5785  Y           -  -5,067,648.061 (meters)                     COMP
 AE5785  Z           -   3,717,615.015 (meters)                     COMP
 AE5785  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 AE5785  ELLIP HEIGHT-          47.041 (meters)          (02/10/07) ADJUSTED
 AE5785  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AE5785
 AE5785  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5785  Type    PID    Designation                      North   East  Ellip
 AE5785  -------------------------------------------------------------------
 AE5785  NETWORK AE5785 9517                              1.04   0.94   2.00
 AE5785  -------------------------------------------------------------------
 AE5785  VERT ORDER  -  THIRD ?
 AE5785
 AE5785.The horizontal coordinates were established by GPS observations
 AE5785.and adjusted by the National Geodetic Survey in February 2007.
 AE5785
 AE5785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5785.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5785.The horizontal coordinates are valid at the epoch date displayed above.
 AE5785.The epoch date for horizontal control is a decimal equivalence
 AE5785.of Year/Month/Day.
 AE5785
 AE5785.The orthometric height was determined by differential leveling.
 AE5785.The vertical network tie was performed by a horz. field party for horz.
 AE5785.obs reductions. Reset procedures were used to establish the elevation.
 AE5785
 AE5785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5785
 AE5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5785
 AE5785.The ellipsoidal height was determined by GPS observations
 AE5785.and is referenced to NAD 83.
 AE5785
 AE5785.The geoid height was determined by GEOID03.
 AE5785
 AE5785;                    North         East     Units Scale Factor Converg.
 AE5785;SPC NC       -   236,679.768   665,785.765   MT  0.99993297   +0 21 32.9
 AE5785;SPC NC       -   776,506.87  2,184,332.13   sFT  0.99993297   +0 21 32.9
 AE5785;UTM  17      - 3,974,032.162   736,715.776   MT  1.00029052   +1 32 15.6
 AE5785
 AE5785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5785!SPC NC       -   0.99999262  x   0.99993297  =   0.99992559
 AE5785!UTM  17      -   0.99999262  x   1.00029052  =   1.00028313
 AE5785
 AE5785:                Primary Azimuth Mark                     Grid Az
 AE5785:SPC NC       -  9519                                     095 28 49.3
 AE5785:UTM  17      -  9519                                     094 18 06.6
 AE5785
 AE5785|---------------------------------------------------------------------|
 AE5785| PID    Reference Object                     Distance      Geod. Az  |
 AE5785|                                                           dddmmss.s |
 AE5785| AE5787 9519                                461.130 METERS 0955022.2 |
 AE5785| AE5786 9518                                282.191 METERS 27924     |
 AE5785|---------------------------------------------------------------------|
 AE5785
 AE5785                          SUPERSEDED SURVEY CONTROL
 AE5785
 AE5785  NAD 83(1986)-  35 52 55.05235(N)    078 22 39.87712(W) AD(       ) 2
 AE5785
 AE5785.Superseded values are not recommended for survey control.
 AE5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5785.See file dsdata.txt to determine how the superseded data were derived.
 AE5785
 AE5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3671674032(NAD 83)
 AE5785_MARKER: DD = SURVEY DISK
 AE5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5785_STAMPING: 95-17 1995
 AE5785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5785+STABILITY: SURFACE MOTION
 AE5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5785+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5785
 AE5785  HISTORY     - Date     Condition        Report By
 AE5785  HISTORY     - 1995     MONUMENTED       TPP
 AE5785
 AE5785                          STATION DESCRIPTION
 AE5785
 AE5785'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5785'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 5.0 MILES
 AE5785'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5785'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5785'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.6
 AE5785'MILE TO ITS INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK ROAD).
 AE5785'THE STATION IS LOCATED ON THE LEFT (SOUTH)IN THE SOUTHEAST CORNER OF
 AE5785'THE INTERSECTION.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT
 AE5785'SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-17 1995.  THE
 AE5785'STATION IS 6 FEET SOUTH OF THE SOUTHERN EDGE OF PAVEMENT OF STATE
 AE5785'ROUTE 2308, 21 FEET EAST OF THE EASTERN EDGE OF PAVEMENT OF STATE
 AE5785'ROUTE 2329, 61.2 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF A FRAME
 AE5785'BUILDING (OLD STORE), 118.5 FEET SOUTHWEST FROM A P.K. NAIL AND CAP IN
 AE5785'CP AND L POWER POLE NUMBER ZLF57, AND 156.9 FEET SOUTHEAST FROM A P.K.
 AE5785'NAIL AND CAP IN CP AND L POWER POLE NUMBER C654BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5786 ***********************************************************************
 AE5786  DESIGNATION -  9518
 AE5786  PID         -  AE5786
 AE5786  STATE/COUNTY-  NC/WAKE
 AE5786  USGS QUAD   -  ROLESVILLE (1993)
 AE5786
 AE5786                         *CURRENT SURVEY CONTROL
 AE5786  ___________________________________________________________________
 AE5786* NAD 83(2007)-  35 52 56.54091(N)    078 22 50.96643(W)     ADJUSTED  
 AE5786* NAVD 88     -        84.7    (meters)     278.     (feet)  GPS OBS   
 AE5786  ___________________________________________________________________
 AE5786  EPOCH DATE  -        2002.00
 AE5786  X           -   1,042,013.132 (meters)                     COMP
 AE5786  Y           -  -5,067,680.788 (meters)                     COMP
 AE5786  Z           -   3,717,654.609 (meters)                     COMP
 AE5786  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 AE5786  ELLIP HEIGHT-          50.930 (meters)          (02/10/07) ADJUSTED
 AE5786  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AE5786
 AE5786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5786  Type    PID    Designation                      North   East  Ellip
 AE5786  -------------------------------------------------------------------
 AE5786  NETWORK AE5786 9518                              0.86   0.78   1.69
 AE5786  -------------------------------------------------------------------
 AE5786
 AE5786.The horizontal coordinates were established by GPS observations
 AE5786.and adjusted by the National Geodetic Survey in February 2007.
 AE5786
 AE5786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5786.The horizontal coordinates are valid at the epoch date displayed above.
 AE5786.The epoch date for horizontal control is a decimal equivalence
 AE5786.of Year/Month/Day.
 AE5786
 AE5786.The orthometric height was determined by GPS observations and a
 AE5786.high-resolution geoid model.
 AE5786
 AE5786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5786
 AE5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5786
 AE5786.The ellipsoidal height was determined by GPS observations
 AE5786.and is referenced to NAD 83.
 AE5786
 AE5786.The geoid height was determined by GEOID03.
 AE5786
 AE5786;                    North         East     Units Scale Factor Converg.
 AE5786;SPC NC       -   236,724.077   665,507.092   MT  0.99993305   +0 21 26.5
 AE5786;SPC NC       -   776,652.24  2,183,417.85   sFT  0.99993305   +0 21 26.5
 AE5786;UTM  17      - 3,974,070.744   736,436.151   MT  1.00028889   +1 32 09.1
 AE5786
 AE5786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5786!SPC NC       -   0.99999201  x   0.99993305  =   0.99992506
 AE5786!UTM  17      -   0.99999201  x   1.00028889  =   1.00028089
 AE5786
 AE5786|---------------------------------------------------------------------|
 AE5786| PID    Reference Object                     Distance      Geod. Az  |
 AE5786|                                                           dddmmss.s |
 AE5786| AE5785 9517                                282.191 METERS 09923     |
 AE5786|---------------------------------------------------------------------|
 AE5786
 AE5786                          SUPERSEDED SURVEY CONTROL
 AE5786
 AE5786  NAD 83(1986)-  35 52 56.54649(N)    078 22 50.97673(W) AD(       ) 2
 AE5786
 AE5786.Superseded values are not recommended for survey control.
 AE5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5786.See file dsdata.txt to determine how the superseded data were derived.
 AE5786
 AE5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3643674071(NAD 83)
 AE5786_MARKER: DD = SURVEY DISK
 AE5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5786_STAMPING: 95-18 1995
 AE5786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5786+STABILITY: SURFACE MOTION
 AE5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5786+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5786
 AE5786  HISTORY     - Date     Condition        Report By
 AE5786  HISTORY     - 1995     MONUMENTED       TPP
 AE5786
 AE5786                          STATION DESCRIPTION
 AE5786
 AE5786'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5786'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 5.0 MILES
 AE5786'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5786'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5786'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.8
 AE5786'MILE.  THE STATION IS LOCATED ON THE RIGHT (NORTH) ACROSS FROM THE
 AE5786'BRICK AND FRAME DWELLING NUMBER 8208.  THE STATION IS A MARK-IT
 AE5786'(BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE5786'STAMPED 95-18 1995.  THE STATION IS 18 FEET NORTH OF THE NORTHERN EDGE
 AE5786'OF PAVEMENT OF STATE ROUTE 2308, 188.8 FEET NORTHWEST FROM A P.K. NAIL
 AE5786'AND CAP IN CP AND L POWER POLE NUMBER DB70BF, 108.9 FEET NORTHEAST
 AE5786'FROM THE NORTHWEST CORNER OF AN ONE STORY BRICK AND FRAME DWELLING
 AE5786'NUMBER 8208, AND 39.9 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP
 AE5786'AND L POWER POLE NUMBER DB71BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5787 ***********************************************************************
 AE5787  DESIGNATION -  9519
 AE5787  PID         -  AE5787
 AE5787  STATE/COUNTY-  NC/WAKE
 AE5787  USGS QUAD   -  BUNN WEST (1973)
 AE5787
 AE5787                         *CURRENT SURVEY CONTROL
 AE5787  ___________________________________________________________________
 AE5787* NAD 83(2007)-  35 52 53.52391(N)    078 22 21.57833(W)     ADJUSTED  
 AE5787* NAVD 88     -        82.4    (meters)     270.     (feet)  GPS OBS   
 AE5787  ___________________________________________________________________
 AE5787  EPOCH DATE  -        2002.00
 AE5787  X           -   1,042,745.759 (meters)                     COMP
 AE5787  Y           -  -5,067,583.821 (meters)                     COMP
 AE5787  Z           -   3,717,577.911 (meters)                     COMP
 AE5787  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AE5787  ELLIP HEIGHT-          48.616 (meters)          (02/10/07) ADJUSTED
 AE5787  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AE5787
 AE5787  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5787  Type    PID    Designation                      North   East  Ellip
 AE5787  -------------------------------------------------------------------
 AE5787  NETWORK AE5787 9519                              1.08   1.00   2.14
 AE5787  -------------------------------------------------------------------
 AE5787
 AE5787.The horizontal coordinates were established by GPS observations
 AE5787.and adjusted by the National Geodetic Survey in February 2007.
 AE5787
 AE5787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5787.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5787.The horizontal coordinates are valid at the epoch date displayed above.
 AE5787.The epoch date for horizontal control is a decimal equivalence
 AE5787.of Year/Month/Day.
 AE5787
 AE5787.The orthometric height was determined by GPS observations and a
 AE5787.high-resolution geoid model.
 AE5787
 AE5787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5787
 AE5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5787
 AE5787.The ellipsoidal height was determined by GPS observations
 AE5787.and is referenced to NAD 83.
 AE5787
 AE5787.The geoid height was determined by GEOID03.
 AE5787
 AE5787;                    North         East     Units Scale Factor Converg.
 AE5787;SPC NC       -   236,635.725   666,244.746   MT  0.99993288   +0 21 43.5
 AE5787;SPC NC       -   776,362.37  2,185,837.97   sFT  0.99993288   +0 21 43.5
 AE5787;UTM  17      - 3,973,997.556   737,175.731   MT  1.00029321   +1 32 26.3
 AE5787
 AE5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5787!SPC NC       -   0.99999237  x   0.99993288  =   0.99992525
 AE5787!UTM  17      -   0.99999237  x   1.00029321  =   1.00028558
 AE5787
 AE5787|---------------------------------------------------------------------|
 AE5787| PID    Reference Object                     Distance      Geod. Az  |
 AE5787|                                                           dddmmss.s |
 AE5787| AE5788 9520                                320.674 METERS 07949     |
 AE5787| AE5785 9517                                461.130 METERS 2755032.9 |
 AE5787|---------------------------------------------------------------------|
 AE5787
 AE5787                          SUPERSEDED SURVEY CONTROL
 AE5787
 AE5787  NAD 83(1986)-  35 52 53.52976(N)    078 22 21.58827(W) AD(       ) 2
 AE5787
 AE5787.Superseded values are not recommended for survey control.
 AE5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5787.See file dsdata.txt to determine how the superseded data were derived.
 AE5787
 AE5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3717673998(NAD 83)
 AE5787_MARKER: DD = SURVEY DISK
 AE5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5787_STAMPING: 95-19 1995
 AE5787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5787+STABILITY: SURFACE MOTION
 AE5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5787+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5787
 AE5787  HISTORY     - Date     Condition        Report By
 AE5787  HISTORY     - 1995     MONUMENTED       TPP
 AE5787
 AE5787                          STATION DESCRIPTION
 AE5787
 AE5787'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5787'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 5.0 MILES
 AE5787'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5787'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5787'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.3
 AE5787'MILE.  THE STATION IS ON THE LEFT (SOUTH)ACROSS FROM THE FRAME
 AE5787'DWELLING NUMBER 8420.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM
 AE5787'MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-19 1995.
 AE5787'THE STATION IS 19 FEET SOUTH OF THE SOUTHERN EDGE OF PAVEMENT OF STATE
 AE5787'ROUTE 2308, 62.6 FEET SOUTHWEST FROM THE SOUTHEAST CORNER OF A FRAME
 AE5787'DWELLING NUMBER 8420, 22.6 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN
 AE5787'CP AND L POWER POLE NUMBER C638BF, AND 69.2 FEET SOUTHEAST FROM THE
 AE5787'SOUTHWEST CORNER OF A FRAME DWELLING NUMBER 8420.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5788 ***********************************************************************
 AE5788  DESIGNATION -  9520
 AE5788  PID         -  AE5788
 AE5788  STATE/COUNTY-  NC/WAKE
 AE5788  USGS QUAD   -  BUNN WEST (1973)
 AE5788
 AE5788                         *CURRENT SURVEY CONTROL
 AE5788  ___________________________________________________________________
 AE5788* NAD 83(2007)-  35 52 55.36368(N)    078 22 08.99556(W)     ADJUSTED  
 AE5788* NAVD 88     -        87.1    (meters)     286.     (feet)  GPS OBS   
 AE5788  ___________________________________________________________________
 AE5788  EPOCH DATE  -        2002.00
 AE5788  X           -   1,043,048.949 (meters)                     COMP
 AE5788  Y           -  -5,067,491.314 (meters)                     COMP
 AE5788  Z           -   3,717,626.562 (meters)                     COMP
 AE5788  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 AE5788  ELLIP HEIGHT-          53.235 (meters)          (02/10/07) ADJUSTED
 AE5788  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AE5788
 AE5788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5788  Type    PID    Designation                      North   East  Ellip
 AE5788  -------------------------------------------------------------------
 AE5788  NETWORK AE5788 9520                              1.12   1.04   2.21
 AE5788  -------------------------------------------------------------------
 AE5788
 AE5788.The horizontal coordinates were established by GPS observations
 AE5788.and adjusted by the National Geodetic Survey in February 2007.
 AE5788
 AE5788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5788.The horizontal coordinates are valid at the epoch date displayed above.
 AE5788.The epoch date for horizontal control is a decimal equivalence
 AE5788.of Year/Month/Day.
 AE5788
 AE5788.The orthometric height was determined by GPS observations and a
 AE5788.high-resolution geoid model.
 AE5788
 AE5788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5788
 AE5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5788
 AE5788.The ellipsoidal height was determined by GPS observations
 AE5788.and is referenced to NAD 83.
 AE5788
 AE5788.The geoid height was determined by GEOID03.
 AE5788
 AE5788;                    North         East     Units Scale Factor Converg.
 AE5788;SPC NC       -   236,694.424   666,559.970   MT  0.99993298   +0 21 50.8
 AE5788;SPC NC       -   776,554.96  2,186,872.17   sFT  0.99993298   +0 21 50.8
 AE5788;UTM  17      - 3,974,062.750   737,489.795   MT  1.00029504   +1 32 33.7
 AE5788
 AE5788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5788!SPC NC       -   0.99999164  x   0.99993298  =   0.99992463
 AE5788!UTM  17      -   0.99999164  x   1.00029504  =   1.00028668
 AE5788
 AE5788|---------------------------------------------------------------------|
 AE5788| PID    Reference Object                     Distance      Geod. Az  |
 AE5788|                                                           dddmmss.s |
 AE5788| AE5787 9519                                320.674 METERS 25949     |
 AE5788|---------------------------------------------------------------------|
 AE5788
 AE5788                          SUPERSEDED SURVEY CONTROL
 AE5788
 AE5788  NAD 83(1986)-  35 52 55.36979(N)    078 22 09.00516(W) AD(       ) 2
 AE5788
 AE5788.Superseded values are not recommended for survey control.
 AE5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5788.See file dsdata.txt to determine how the superseded data were derived.
 AE5788
 AE5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3749074063(NAD 83)
 AE5788_MARKER: DD = SURVEY DISK
 AE5788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5788_STAMPING: 95-20 1995
 AE5788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5788+STABILITY: SURFACE MOTION
 AE5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5788+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5788
 AE5788  HISTORY     - Date     Condition        Report By
 AE5788  HISTORY     - 1995     MONUMENTED       TPP
 AE5788
 AE5788                          STATION DESCRIPTION
 AE5788
 AE5788'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5788'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 5.0 MILES
 AE5788'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5788'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5788'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 0.1
 AE5788'MILE TO THE STATION ON THE RIGHT (NORTH) .  THE STATION IS A MARK-IT
 AE5788'(BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE5788'STAMPED 95-20 1995.  THE STATION IS 11 FEET NORTH OF THE NORTHERN EDGE
 AE5788'OF PAVEMENT OF STATE ROUTE 2308, 204.4 FEET NORTHWEST FROM A P.K. NAIL
 AE5788'AND CAP IN CP AND L POWER POLE NUMBER C630BF, 33.9 FEET SOUTHEAST FROM
 AE5788'A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER C631BF, AND 111.4
 AE5788'FEET SOUTHEAST FROM THE NORTHEAST CORNER OF A FRAME DWELLING NUMBER
 AE5788'8509.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5789 ***********************************************************************
 AE5789  DESIGNATION -  9521
 AE5789  PID         -  AE5789
 AE5789  STATE/COUNTY-  NC/WAKE
 AE5789  USGS QUAD   -  ROLESVILLE (1993)
 AE5789
 AE5789                         *CURRENT SURVEY CONTROL
 AE5789  ___________________________________________________________________
 AE5789* NAD 83(2007)-  35 53 34.44869(N)    078 23 32.76569(W)     ADJUSTED  
 AE5789* NAVD 88     -        98.6    (meters)     323.     (feet)  GPS OBS   
 AE5789  ___________________________________________________________________
 AE5789  EPOCH DATE  -        2002.00
 AE5789  X           -   1,040,850.620 (meters)                     COMP
 AE5789  Y           -  -5,067,232.027 (meters)                     COMP
 AE5789  Z           -   3,718,609.374 (meters)                     COMP
 AE5789  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 AE5789  ELLIP HEIGHT-          64.885 (meters)          (02/10/07) ADJUSTED
 AE5789  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AE5789
 AE5789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5789  Type    PID    Designation                      North   East  Ellip
 AE5789  -------------------------------------------------------------------
 AE5789  NETWORK AE5789 9521                              0.86   0.80   1.72
 AE5789  -------------------------------------------------------------------
 AE5789
 AE5789.The horizontal coordinates were established by GPS observations
 AE5789.and adjusted by the National Geodetic Survey in February 2007.
 AE5789
 AE5789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5789.The horizontal coordinates are valid at the epoch date displayed above.
 AE5789.The epoch date for horizontal control is a decimal equivalence
 AE5789.of Year/Month/Day.
 AE5789
 AE5789.The orthometric height was determined by GPS observations and a
 AE5789.high-resolution geoid model.
 AE5789
 AE5789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5789
 AE5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5789
 AE5789.The ellipsoidal height was determined by GPS observations
 AE5789.and is referenced to NAD 83.
 AE5789
 AE5789.The geoid height was determined by GEOID03.
 AE5789
 AE5789;                    North         East     Units Scale Factor Converg.
 AE5789;SPC NC       -   237,885.870   664,451.598   MT  0.99993508   +0 21 02.4
 AE5789;SPC NC       -   780,463.89  2,179,954.95   sFT  0.99993508   +0 21 02.4
 AE5789;UTM  17      - 3,975,210.981   735,356.603   MT  1.00028261   +1 31 46.0
 AE5789
 AE5789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5789!SPC NC       -   0.99998982  x   0.99993508  =   0.99992490
 AE5789!UTM  17      -   0.99998982  x   1.00028261  =   1.00027242
 AE5789
 AE5789:                Primary Azimuth Mark                     Grid Az
 AE5789:SPC NC       -  9522                                     012 48 58.5
 AE5789:UTM  17      -  9522                                     011 38 14.9
 AE5789
 AE5789|---------------------------------------------------------------------|
 AE5789| PID    Reference Object                     Distance      Geod. Az  |
 AE5789|                                                           dddmmss.s |
 AE5789| AE5790 9522                                APPROX. 0.6 KM 0131000.9 |
 AE5789|---------------------------------------------------------------------|
 AE5789
 AE5789                          SUPERSEDED SURVEY CONTROL
 AE5789
 AE5789  NAD 83(1986)-  35 53 34.45431(N)    078 23 32.77611(W) AD(       ) 2
 AE5789
 AE5789.Superseded values are not recommended for survey control.
 AE5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5789.See file dsdata.txt to determine how the superseded data were derived.
 AE5789
 AE5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3535775211(NAD 83)
 AE5789_MARKER: DD = SURVEY DISK
 AE5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5789_STAMPING: 95-21 1995
 AE5789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5789+STABILITY: SURFACE MOTION
 AE5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5789+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5789
 AE5789  HISTORY     - Date     Condition        Report By
 AE5789  HISTORY     - 1995     MONUMENTED       TPP
 AE5789
 AE5789                          STATION DESCRIPTION
 AE5789
 AE5789'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5789'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5789'SOUTHEAST OF THE TOWN OF ROLESVILLE.  TO REACH THE STATION FROM THE
 AE5789'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5789'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 1.8
 AE5789'MILES TO ITS INTERSECTION WITH STATE ROUTE 2300 (PULLEYTOWN ROAD).
 AE5789'TURN RIGHT AND PROCEED NORTH ALONG STATE ROUTE 2300 APPROXIMATELY 0.8
 AE5789'MILE TO THE STATION ON THE RIGHT (EAST).  THE STATION IS A MARK-IT
 AE5789'(BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE5789'STAMPED 95-21 1995.  THE STATION IS 29 FEET EAST OF THE CENTERLINE OF
 AE5789'STATE ROUTE 2300, 3 FEET WEST OF A HIGH TENSILE ELECTRIC FENCE, 155.9
 AE5789'FEET NORTHWEST FROM A P.K. NAIL AND CAP IN A 12 FOOT TALL WOOD FENCE
 AE5789'POST AT FENCE ANGLE POINT, 51.2 FEET SOUTHEAST FROM A P.K. NAIL AND
 AE5789'CAP IN A CP AND L POWER POLE WITH NO NUMBER, AND 413.7 FEET SOUTHEAST
 AE5789'FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER 1778 90 9728.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5790 ***********************************************************************
 AE5790  DESIGNATION -  9522
 AE5790  PID         -  AE5790
 AE5790  STATE/COUNTY-  NC/WAKE
 AE5790  USGS QUAD   -  ROLESVILLE (1993)
 AE5790
 AE5790                         *CURRENT SURVEY CONTROL
 AE5790  ___________________________________________________________________
 AE5790* NAD 83(2007)-  35 53 53.74464(N)    078 23 27.21772(W)     ADJUSTED  
 AE5790* NAVD 88     -        82.6    (meters)     271.     (feet)  GPS OBS   
 AE5790  ___________________________________________________________________
 AE5790  EPOCH DATE  -        2002.00
 AE5790  X           -   1,040,914.143 (meters)                     COMP
 AE5790  Y           -  -5,066,849.796 (meters)                     COMP
 AE5790  Z           -   3,719,081.800 (meters)                     COMP
 AE5790  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 AE5790  ELLIP HEIGHT-          48.921 (meters)          (02/10/07) ADJUSTED
 AE5790  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AE5790
 AE5790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5790  Type    PID    Designation                      North   East  Ellip
 AE5790  -------------------------------------------------------------------
 AE5790  NETWORK AE5790 9522                              1.04   1.00   2.04
 AE5790  -------------------------------------------------------------------
 AE5790
 AE5790.The horizontal coordinates were established by GPS observations
 AE5790.and adjusted by the National Geodetic Survey in February 2007.
 AE5790
 AE5790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5790.The horizontal coordinates are valid at the epoch date displayed above.
 AE5790.The epoch date for horizontal control is a decimal equivalence
 AE5790.of Year/Month/Day.
 AE5790
 AE5790.The orthometric height was determined by GPS observations and a
 AE5790.high-resolution geoid model.
 AE5790
 AE5790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5790
 AE5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5790
 AE5790.The ellipsoidal height was determined by GPS observations
 AE5790.and is referenced to NAD 83.
 AE5790
 AE5790.The geoid height was determined by GEOID03.
 AE5790
 AE5790;                    North         East     Units Scale Factor Converg.
 AE5790;SPC NC       -   238,481.402   664,587.076   MT  0.99993613   +0 21 05.6
 AE5790;SPC NC       -   782,417.73  2,180,399.43   sFT  0.99993613   +0 21 05.6
 AE5790;UTM  17      - 3,975,809.381   735,479.843   MT  1.00028332   +1 31 50.0
 AE5790
 AE5790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5790!SPC NC       -   0.99999232  x   0.99993613  =   0.99992845
 AE5790!UTM  17      -   0.99999232  x   1.00028332  =   1.00027564
 AE5790
 AE5790:                Primary Azimuth Mark                     Grid Az
 AE5790:SPC NC       -  9521                                     192 48 58.6
 AE5790:UTM  17      -  9521                                     191 38 14.2
 AE5790
 AE5790|---------------------------------------------------------------------|
 AE5790| PID    Reference Object                     Distance      Geod. Az  |
 AE5790|                                                           dddmmss.s |
 AE5790| AE5789 9521                                APPROX. 0.6 KM 1931004.2 |
 AE5790|---------------------------------------------------------------------|
 AE5790
 AE5790                          SUPERSEDED SURVEY CONTROL
 AE5790
 AE5790  NAD 83(1986)-  35 53 53.75026(N)    078 23 27.22812(W) AD(       ) 2
 AE5790
 AE5790.Superseded values are not recommended for survey control.
 AE5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5790.See file dsdata.txt to determine how the superseded data were derived.
 AE5790
 AE5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3548075809(NAD 83)
 AE5790_MARKER: DD = SURVEY DISK
 AE5790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5790_SP_SET: CONCRETE BRIDGE HEADWALL
 AE5790_STAMPING: 95-22 1995
 AE5790_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5790+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5790
 AE5790  HISTORY     - Date     Condition        Report By
 AE5790  HISTORY     - 1995     MONUMENTED       TPP
 AE5790  HISTORY     - 20080130 GOOD             GEOCAC
 AE5790
 AE5790                          STATION DESCRIPTION
 AE5790
 AE5790'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5790'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5790'SOUTHEAST OF THE TOWN OF ROLESVILLE.  TO REACH THE STATION FROM THE
 AE5790'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2308
 AE5790'(FOWLER ROAD) PROCEED WEST ALONG STATE ROUTE 2308 APPROXIMATELY 1.8
 AE5790'MILES TO ITS INTERSECTION WITH STATE ROUTE 2300 (PULLEYTOWN ROAD).
 AE5790'TURN RIGHT AND PROCEED NORTH ALONG STATE ROUTE 2300 APPROXIMATELY 1.2
 AE5790'MILES TO THE STATION ON THE LEFT IN THE WESTERN CONCRETE BOX CULVERT
 AE5790'HEADWALL OVER FOWLERS MILL CREEK.  THE STATION IS AN ALUMINUM DISK SET
 AE5790'FLUSH IN THE CONCRETE BRIDGE HEADWALL OVER FOWLERS CREEK AND STAMPED
 AE5790'95-22 1995.  THE STATION IS 18.7 FEET WEST OF THE CENTERLINE OF STATE
 AE5790'ROUTE 2300, 19.5 FEET SOUTH OF THE NORTH EDGE OF THE CONCRETE
 AE5790'HEADWALL, 106.8 FEET SOUTHWEST FROM A P.K. NAIL AND CAP IN A 12 INCH
 AE5790'DIAMETER POPLAR TREE, 38.7 FEET WEST FROM A CHISELED X IN CONCRETE
 AE5790'HEADWALL, AND 74.7 FEET NORTHEAST FROM A P.K. NAIL AND CAP IN A CP AND
 AE5790'L POWER POLE WITH NO NUMBER.
 AE5790
 AE5790                          STATION RECOVERY (2008)
 AE5790
 AE5790'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 AE5790'VERIFIED EXISTENCE ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5791 ***********************************************************************
 AE5791  DESIGNATION -  9523
 AE5791  PID         -  AE5791
 AE5791  STATE/COUNTY-  NC/WAKE
 AE5791  USGS QUAD   -  ROLESVILLE (1993)
 AE5791
 AE5791                         *CURRENT SURVEY CONTROL
 AE5791  ___________________________________________________________________
 AE5791* NAD 83(2007)-  35 54 39.05818(N)    078 23 21.11661(W)     ADJUSTED  
 AE5791* NAVD 88     -        94.6    (meters)     310.     (feet)  GPS OBS   
 AE5791  ___________________________________________________________________
 AE5791  EPOCH DATE  -        2002.00
 AE5791  X           -   1,040,901.130 (meters)                     COMP
 AE5791  Y           -  -5,066,026.254 (meters)                     COMP
 AE5791  Z           -   3,720,220.116 (meters)                     COMP
 AE5791  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AE5791  ELLIP HEIGHT-          60.933 (meters)          (02/10/07) ADJUSTED
 AE5791  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AE5791
 AE5791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5791  Type    PID    Designation                      North   East  Ellip
 AE5791  -------------------------------------------------------------------
 AE5791  NETWORK AE5791 9523                              0.94   0.90   1.82
 AE5791  -------------------------------------------------------------------
 AE5791
 AE5791.The horizontal coordinates were established by GPS observations
 AE5791.and adjusted by the National Geodetic Survey in February 2007.
 AE5791
 AE5791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5791.The horizontal coordinates are valid at the epoch date displayed above.
 AE5791.The epoch date for horizontal control is a decimal equivalence
 AE5791.of Year/Month/Day.
 AE5791
 AE5791.The orthometric height was determined by GPS observations and a
 AE5791.high-resolution geoid model.
 AE5791
 AE5791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5791
 AE5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5791
 AE5791.The ellipsoidal height was determined by GPS observations
 AE5791.and is referenced to NAD 83.
 AE5791
 AE5791.The geoid height was determined by GEOID03.
 AE5791
 AE5791;                    North         East     Units Scale Factor Converg.
 AE5791;SPC NC       -   239,878.857   664,731.472   MT  0.99993864   +0 21 09.1
 AE5791;SPC NC       -   787,002.55  2,180,873.17   sFT  0.99993864   +0 21 09.1
 AE5791;UTM  17      - 3,977,209.997   735,595.488   MT  1.00028399   +1 31 55.2
 AE5791
 AE5791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5791!SPC NC       -   0.99999044  x   0.99993864  =   0.99992908
 AE5791!UTM  17      -   0.99999044  x   1.00028399  =   1.00027442
 AE5791
 AE5791|---------------------------------------------------------------------|
 AE5791| PID    Reference Object                     Distance      Geod. Az  |
 AE5791|                                                           dddmmss.s |
 AE5791| AE5792 9524                                331.500 METERS 35123     |
 AE5791|---------------------------------------------------------------------|
 AE5791
 AE5791                          SUPERSEDED SURVEY CONTROL
 AE5791
 AE5791  NAD 83(1986)-  35 54 39.06382(N)    078 23 21.12706(W) AD(       ) 2
 AE5791
 AE5791.Superseded values are not recommended for survey control.
 AE5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5791.See file dsdata.txt to determine how the superseded data were derived.
 AE5791
 AE5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3559577210(NAD 83)
 AE5791_MARKER: DD = SURVEY DISK
 AE5791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5791_STAMPING: 95-23 1995
 AE5791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5791+STABILITY: SURFACE MOTION
 AE5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5791+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5791
 AE5791  HISTORY     - Date     Condition        Report By
 AE5791  HISTORY     - 1995     MONUMENTED       TPP
 AE5791
 AE5791                          STATION DESCRIPTION
 AE5791
 AE5791'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5791'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5791'SOUTHEAST OF THE TOWN OF ROLESVILLE.  TO REACH THE STATION FROM THE
 AE5791'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2224
 AE5791'(MITCHELL MILL ROAD) PROCEED WEST ALONG STATE ROUTE 2224 APPROXIMATELY
 AE5791'0.4 MILE TO ITS INTERSECTION WITH STATE ROUTE 2300 (PULLEYTOWN ROAD).
 AE5791'TURN LEFT AND PROCEED SOUTH ALONG STATE ROUTE 2300 APPROXIMATELY 0.2
 AE5791'MILE TO THE STATION ON THE LEFT (EAST).  THE STATION IS A MARK-IT
 AE5791'(BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND
 AE5791'STAMPED 95-23 1995.  THE STATION IS 22 FEET EAST OF THE CENTERLINE OF
 AE5791'STATE ROUTE 2300, 133.7 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN A
 AE5791'12 INCH DIAMETER WHITE OAK TREE, 115.8 FEET NORTHEAST FROM A P.K. NAIL
 AE5791'AND CAP IN A 12 INCH DIAMETER ASH TREE, AND 360.0 FEET SOUTHEAST FROM
 AE5791'A SPIKE NAIL IN THE CENTERLINE OF A 24 INCH DIAMETER PINE STUMP
 AE5791'APPROXIMATELY 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5792 ***********************************************************************
 AE5792  DESIGNATION -  9524
 AE5792  PID         -  AE5792
 AE5792  STATE/COUNTY-  NC/WAKE
 AE5792  USGS QUAD   -  ROLESVILLE (1993)
 AE5792
 AE5792                         *CURRENT SURVEY CONTROL
 AE5792  ___________________________________________________________________
 AE5792* NAD 83(2007)-  35 54 49.69200(N)    078 23 23.09933(W)     ADJUSTED  
 AE5792* NAVD 88     -        95.7    (meters)     314.     (feet)  GPS OBS   
 AE5792  ___________________________________________________________________
 AE5792  EPOCH DATE  -        2002.00
 AE5792  X           -   1,040,813.925 (meters)                     COMP
 AE5792  Y           -  -5,065,848.831 (meters)                     COMP
 AE5792  Z           -   3,720,486.221 (meters)                     COMP
 AE5792  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 AE5792  ELLIP HEIGHT-          62.044 (meters)          (02/10/07) ADJUSTED
 AE5792  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AE5792
 AE5792  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5792  Type    PID    Designation                      North   East  Ellip
 AE5792  -------------------------------------------------------------------
 AE5792  NETWORK AE5792 9524                              1.02   0.98   2.06
 AE5792  -------------------------------------------------------------------
 AE5792
 AE5792.The horizontal coordinates were established by GPS observations
 AE5792.and adjusted by the National Geodetic Survey in February 2007.
 AE5792
 AE5792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5792.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5792.The horizontal coordinates are valid at the epoch date displayed above.
 AE5792.The epoch date for horizontal control is a decimal equivalence
 AE5792.of Year/Month/Day.
 AE5792
 AE5792.The orthometric height was determined by GPS observations and a
 AE5792.high-resolution geoid model.
 AE5792
 AE5792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5792
 AE5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5792
 AE5792.The ellipsoidal height was determined by GPS observations
 AE5792.and is referenced to NAD 83.
 AE5792
 AE5792.The geoid height was determined by GEOID03.
 AE5792
 AE5792;                    North         East     Units Scale Factor Converg.
 AE5792;SPC NC       -   240,206.275   664,679.747   MT  0.99993923   +0 21 08.0
 AE5792;SPC NC       -   788,076.75  2,180,703.47   sFT  0.99993923   +0 21 08.0
 AE5792;UTM  17      - 3,977,536.394   735,537.015   MT  1.00028365   +1 31 54.5
 AE5792
 AE5792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5792!SPC NC       -   0.99999026  x   0.99993923  =   0.99992949
 AE5792!UTM  17      -   0.99999026  x   1.00028365  =   1.00027391
 AE5792
 AE5792|---------------------------------------------------------------------|
 AE5792| PID    Reference Object                     Distance      Geod. Az  |
 AE5792|                                                           dddmmss.s |
 AE5792| AE5791 9523                                331.500 METERS 17123     |
 AE5792|---------------------------------------------------------------------|
 AE5792
 AE5792                          SUPERSEDED SURVEY CONTROL
 AE5792
 AE5792  NAD 83(1986)-  35 54 49.69767(N)    078 23 23.10974(W) AD(       ) 2
 AE5792
 AE5792.Superseded values are not recommended for survey control.
 AE5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5792.See file dsdata.txt to determine how the superseded data were derived.
 AE5792
 AE5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3553777536(NAD 83)
 AE5792_MARKER: DD = SURVEY DISK
 AE5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5792_STAMPING: 95-24 1995
 AE5792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5792+STABILITY: SURFACE MOTION
 AE5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5792+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5792
 AE5792  HISTORY     - Date     Condition        Report By
 AE5792  HISTORY     - 1995     MONUMENTED       TPP
 AE5792
 AE5792                          STATION DESCRIPTION
 AE5792
 AE5792'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5792'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES
 AE5792'SOUTHEAST OF THE TOWN OF ROLESVILLE.  TO REACH THE STATION FROM THE
 AE5792'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2224
 AE5792'(MITCHELL MILL ROAD) PROCEED WEST ALONG STATE ROUTE 2224 APPROXIMATELY
 AE5792'0.4 MILE TO ITS INTERSECTION WITH STATE ROUTE 2300 (PULLEYTOWN ROAD)
 AE5792'AND THE STATION ON THE LEFT AT THE SOUTHEAST CORNER OF THE
 AE5792'INTERSECTION.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET
 AE5792'IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-24 1995.  THE STATION
 AE5792'IS 34 FEET SOUTH OF THE SOUTHERN EDGE OF PAVEMENT OF STATE ROUTE 2224,
 AE5792'23 FEET EAST OF THE CENTERLINE OF STATE ROUTE 2300, 42.8 FEET
 AE5792'SOUTHWEST FROM A P.K. NAIL AND CAP IN A SIX INCH DIAMETER TRIPLE WILD
 AE5792'CHERRY TREE, 124.3 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L
 AE5792'POWER POLE NUMBER 1788 07 6950, AND 120.3 FEET SOUTHEAST FROM THE TOP
 AE5792'CENTERLINE OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5793 ***********************************************************************
 AE5793  DESIGNATION -  9525
 AE5793  PID         -  AE5793
 AE5793  STATE/COUNTY-  NC/WAKE
 AE5793  USGS QUAD   -  ROLESVILLE (1993)
 AE5793
 AE5793                         *CURRENT SURVEY CONTROL
 AE5793  ___________________________________________________________________
 AE5793* NAD 83(2007)-  35 54 29.46709(N)    078 22 32.05403(W)     ADJUSTED  
 AE5793* NAVD 88     -        89.4    (meters)     293.     (feet)  GPS OBS   
 AE5793  ___________________________________________________________________
 AE5793  EPOCH DATE  -        2002.00
 AE5793  X           -   1,042,140.193 (meters)                     COMP
 AE5793  Y           -  -5,065,944.167 (meters)                     COMP
 AE5793  Z           -   3,719,977.598 (meters)                     COMP
 AE5793  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 AE5793  ELLIP HEIGHT-          55.669 (meters)          (02/10/07) ADJUSTED
 AE5793  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AE5793
 AE5793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5793  Type    PID    Designation                      North   East  Ellip
 AE5793  -------------------------------------------------------------------
 AE5793  NETWORK AE5793 9525                              1.20   1.12   2.63
 AE5793  -------------------------------------------------------------------
 AE5793
 AE5793.The horizontal coordinates were established by GPS observations
 AE5793.and adjusted by the National Geodetic Survey in February 2007.
 AE5793
 AE5793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5793.The horizontal coordinates are valid at the epoch date displayed above.
 AE5793.The epoch date for horizontal control is a decimal equivalence
 AE5793.of Year/Month/Day.
 AE5793
 AE5793.The orthometric height was determined by GPS observations and a
 AE5793.high-resolution geoid model.
 AE5793
 AE5793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5793
 AE5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5793
 AE5793.The ellipsoidal height was determined by GPS observations
 AE5793.and is referenced to NAD 83.
 AE5793
 AE5793.The geoid height was determined by GEOID03.
 AE5793
 AE5793;                    North         East     Units Scale Factor Converg.
 AE5793;SPC NC       -   239,590.923   665,963.409   MT  0.99993810   +0 21 37.4
 AE5793;SPC NC       -   786,057.89  2,184,914.95   sFT  0.99993810   +0 21 37.4
 AE5793;UTM  17      - 3,976,947.391   736,833.524   MT  1.00029120   +1 32 23.7
 AE5793
 AE5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5793!SPC NC       -   0.99999126  x   0.99993810  =   0.99992936
 AE5793!UTM  17      -   0.99999126  x   1.00029120  =   1.00028246
 AE5793
 AE5793|---------------------------------------------------------------------|
 AE5793| PID    Reference Object                     Distance      Geod. Az  |
 AE5793|                                                           dddmmss.s |
 AE5793| AE5794 9526                                378.884 METERS 13623     |
 AE5793|---------------------------------------------------------------------|
 AE5793
 AE5793                          SUPERSEDED SURVEY CONTROL
 AE5793
 AE5793  NAD 83(1986)-  35 54 29.47279(N)    078 22 32.06427(W) AD(       ) 2
 AE5793
 AE5793.Superseded values are not recommended for survey control.
 AE5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5793.See file dsdata.txt to determine how the superseded data were derived.
 AE5793
 AE5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3683476947(NAD 83)
 AE5793_MARKER: DD = SURVEY DISK
 AE5793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5793_STAMPING: 95-25 1995
 AE5793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5793+STABILITY: SURFACE MOTION
 AE5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5793+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5793
 AE5793  HISTORY     - Date     Condition        Report By
 AE5793  HISTORY     - 1995     MONUMENTED       TPP
 AE5793
 AE5793                          STATION DESCRIPTION
 AE5793
 AE5793'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5793'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.7 MILES
 AE5793'SOUTHEAST OF THE TOWN OF ROLESVILLE.  THE STATION IS LOCATED IN THE
 AE5793'SOUTHEAST CORNER OF THE INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD)
 AE5793'AND STATE ROUTE 2313 (MARTIN ROAD).  THE STATION IS A MARK-IT (BOM-1)
 AE5793'ALUMINUM MONUMENT SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED
 AE5793'95-25 1995.  THE STATION IS 22 FEET EAST OF THE EASTERN EDGE OF
 AE5793'PAVEMENT OF HIGHWAY 96, 27 FEET SOUTH OF THE SOUTHERN EDGE OF PAVEMENT
 AE5793'OF STATE ROUTE 2313, 97.3 FEET NORTHEAST FROM A P.K. NAIL AND CAP IN
 AE5793'CP AND L POWER POLE NUMBER 1788 45 8819, 137.7 FEET SOUTHEAST FROM A
 AE5793'P.K. NAIL AND CAP IN CP AND L POWER POLE WITH NO NUMBER, AND 189.8
 AE5793'FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5793'C349BF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5794 ***********************************************************************
 AE5794  DESIGNATION -  9526
 AE5794  PID         -  AE5794
 AE5794  STATE/COUNTY-  NC/WAKE
 AE5794  USGS QUAD   -  BUNN WEST (1973)
 AE5794
 AE5794                         *CURRENT SURVEY CONTROL
 AE5794  ___________________________________________________________________
 AE5794* NAD 83(2007)-  35 54 20.56674(N)    078 22 21.63149(W)     ADJUSTED  
 AE5794* NAVD 88     -        96.6    (meters)     317.     (feet)  GPS OBS   
 AE5794  ___________________________________________________________________
 AE5794  EPOCH DATE  -        2002.00
 AE5794  X           -   1,042,429.771 (meters)                     COMP
 AE5794  Y           -  -5,066,054.781 (meters)                     COMP
 AE5794  Z           -   3,719,759.615 (meters)                     COMP
 AE5794  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 AE5794  ELLIP HEIGHT-          62.851 (meters)          (02/10/07) ADJUSTED
 AE5794  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AE5794
 AE5794  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5794  Type    PID    Designation                      North   East  Ellip
 AE5794  -------------------------------------------------------------------
 AE5794  NETWORK AE5794 9526                              1.04   0.96   2.25
 AE5794  -------------------------------------------------------------------
 AE5794
 AE5794.The horizontal coordinates were established by GPS observations
 AE5794.and adjusted by the National Geodetic Survey in February 2007.
 AE5794
 AE5794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5794.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5794.The horizontal coordinates are valid at the epoch date displayed above.
 AE5794.The epoch date for horizontal control is a decimal equivalence
 AE5794.of Year/Month/Day.
 AE5794
 AE5794.The orthometric height was determined by GPS observations and a
 AE5794.high-resolution geoid model.
 AE5794
 AE5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5794
 AE5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5794
 AE5794.The ellipsoidal height was determined by GPS observations
 AE5794.and is referenced to NAD 83.
 AE5794
 AE5794.The geoid height was determined by GEOID03.
 AE5794
 AE5794;                    North         East     Units Scale Factor Converg.
 AE5794;SPC NC       -   239,318.271   666,226.460   MT  0.99993761   +0 21 43.5
 AE5794;SPC NC       -   785,163.36  2,185,777.98   sFT  0.99993761   +0 21 43.5
 AE5794;UTM  17      - 3,976,680.117   737,102.227   MT  1.00029277   +1 32 29.5
 AE5794
 AE5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5794!SPC NC       -   0.99999014  x   0.99993761  =   0.99992775
 AE5794!UTM  17      -   0.99999014  x   1.00029277  =   1.00028290
 AE5794
 AE5794|---------------------------------------------------------------------|
 AE5794| PID    Reference Object                     Distance      Geod. Az  |
 AE5794|                                                           dddmmss.s |
 AE5794| AE5793 9525                                378.884 METERS 31623     |
 AE5794|---------------------------------------------------------------------|
 AE5794
 AE5794                          SUPERSEDED SURVEY CONTROL
 AE5794
 AE5794  NAD 83(1986)-  35 54 20.57243(N)    078 22 21.64176(W) AD(       ) 2
 AE5794
 AE5794.Superseded values are not recommended for survey control.
 AE5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5794.See file dsdata.txt to determine how the superseded data were derived.
 AE5794
 AE5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3710276680(NAD 83)
 AE5794_MARKER: DD = SURVEY DISK
 AE5794_SETTING: 66 = SET IN ROCK OUTCROP
 AE5794_STAMPING: 95-26 1995
 AE5794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5794+STABILITY: POSITION/ELEVATION WELL
 AE5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5794+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5794
 AE5794  HISTORY     - Date     Condition        Report By
 AE5794  HISTORY     - 1995     MONUMENTED       TPP
 AE5794
 AE5794                          STATION DESCRIPTION
 AE5794
 AE5794'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5794'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.7 MILES
 AE5794'SOUTHEAST OF THE TOWN OF ROLESVILLE.  TO REACH THE STATION FROM THE
 AE5794'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2313
 AE5794'(MARTIN ROAD) PROCEED SOUTH ALONG HIGHWAY N.C. 96 APPROXIMATELY 0.2
 AE5794'MILE.  THE STATION IS ON THE RIGHT (WEST) ACROSS FROM THE BRICK AND
 AE5794'FRAME DWELLING NUMBER 4537.  THE STATION IS AN ALUMINUM DISK SET FLUSH
 AE5794'IN A ROCK OUTCROP AND STAMPED 95-26 1995.  THE STATION IS 19 FEET WEST
 AE5794'OF THE WESTERN EDGE OF PAVEMENT OF HIGHWAY N.C. 96, 121.7 FEET
 AE5794'SOUTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE WITH NO
 AE5794'NUMBER, 150.5 FEET WEST FROM THE SOUTHWEST CORNER OF A TWO STORY BRICK
 AE5794'AND FRAME DWELLING NUMBER 4537, AND 28.8 FEET SOUTHEAST FROM A P.K.
 AE5794'NAIL AND CAP IN CP AND L POWER POLE NUMBER 1788 55 6150.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5795 ***********************************************************************
 AE5795  DESIGNATION -  9527
 AE5795  PID         -  AE5795
 AE5795  STATE/COUNTY-  NC/WAKE
 AE5795  USGS QUAD   -  ZEBULON (1981)
 AE5795
 AE5795                         *CURRENT SURVEY CONTROL
 AE5795  ___________________________________________________________________
 AE5795* NAD 83(2007)-  35 49 51.22183(N)    078 21 39.88918(W)     ADJUSTED  
 AE5795* NAVD 88     -        84.1    (meters)     276.     (feet)  GPS OBS   
 AE5795  ___________________________________________________________________
 AE5795  EPOCH DATE  -        2002.00
 AE5795  X           -   1,044,434.200 (meters)                     COMP
 AE5795  Y           -  -5,070,597.713 (meters)                     COMP
 AE5795  Z           -   3,713,024.796 (meters)                     COMP
 AE5795  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 AE5795  ELLIP HEIGHT-          50.109 (meters)          (02/10/07) ADJUSTED
 AE5795  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AE5795
 AE5795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5795  Type    PID    Designation                      North   East  Ellip
 AE5795  -------------------------------------------------------------------
 AE5795  NETWORK AE5795 9527                              1.02   0.94   1.94
 AE5795  -------------------------------------------------------------------
 AE5795
 AE5795.The horizontal coordinates were established by GPS observations
 AE5795.and adjusted by the National Geodetic Survey in February 2007.
 AE5795
 AE5795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5795.The horizontal coordinates are valid at the epoch date displayed above.
 AE5795.The epoch date for horizontal control is a decimal equivalence
 AE5795.of Year/Month/Day.
 AE5795
 AE5795.The orthometric height was determined by GPS observations and a
 AE5795.high-resolution geoid model.
 AE5795
 AE5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5795
 AE5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5795
 AE5795.The ellipsoidal height was determined by GPS observations
 AE5795.and is referenced to NAD 83.
 AE5795
 AE5795.The geoid height was determined by GEOID03.
 AE5795
 AE5795;                    North         East     Units Scale Factor Converg.
 AE5795;SPC NC       -   231,024.144   667,326.499   MT  0.99992357   +0 22 07.6
 AE5795;SPC NC       -   757,951.71  2,189,387.02   sFT  0.99992357   +0 22 07.6
 AE5795;UTM  17      - 3,968,407.333   738,373.029   MT  1.00030023   +1 32 43.9
 AE5795
 AE5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5795!SPC NC       -   0.99999214  x   0.99992357  =   0.99991571
 AE5795!UTM  17      -   0.99999214  x   1.00030023  =   1.00029236
 AE5795
 AE5795|---------------------------------------------------------------------|
 AE5795| PID    Reference Object                     Distance      Geod. Az  |
 AE5795|                                                           dddmmss.s |
 AE5795| AE5796 9528                                145.895 METERS 04924     |
 AE5795|---------------------------------------------------------------------|
 AE5795
 AE5795                          SUPERSEDED SURVEY CONTROL
 AE5795
 AE5795  NAD 83(1986)-  35 49 51.22789(N)    078 21 39.89898(W) AD(       ) 2
 AE5795
 AE5795.Superseded values are not recommended for survey control.
 AE5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5795.See file dsdata.txt to determine how the superseded data were derived.
 AE5795
 AE5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3837368407(NAD 83)
 AE5795_MARKER: DD = SURVEY DISK
 AE5795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5795_STAMPING: 95-27 1995
 AE5795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5795+STABILITY: SURFACE MOTION
 AE5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5795+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5795
 AE5795  HISTORY     - Date     Condition        Report By
 AE5795  HISTORY     - 1995     MONUMENTED       TPP
 AE5795
 AE5795                          STATION DESCRIPTION
 AE5795
 AE5795'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5795'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES WEST OF
 AE5795'THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE5795'HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320 (RILEY HILL ROAD)
 AE5795'PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY 2.8 MILES TO ITS
 AE5795'INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK ROAD).  TURN LEFT AND
 AE5795'PROCEED SOUTH ALONG STATE ROUTE 2329 APPROXIMATELY 0.5 MILE TO ITS
 AE5795'INTERSECTION WITH STATE ROUTE 2325 (OLD BUNCH ROAD).  TURN LEFT AND
 AE5795'PROCEED SOUTHEAST ALONG STATE ROUTE 2325 APPROXIMATELY 0.7 MILE TO ITS
 AE5795'INTERSECTION WITH LILES LANDING DRIVE.  TURN LEFT AND PROCEED EAST
 AE5795'ALONG LILES LANDING DRIVE APPROXIMATELY 0.1 MILE TO THE STATION ON THE
 AE5795'LEFT (NORTH).  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET
 AE5795'IN CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-27 1995.  THE STATION
 AE5795'IS 10 FEET NORTH OF THE CENTERLINE OF LILES LANDING DRIVE, 299.8 FEET
 AE5795'NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER POLE NUMBER
 AE5795'ZL720, 41.4 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN CP AND L POWER
 AE5795'POLE NUMBER ZL719, AND 148.8 FEET SOUTHEAST FROM A P.K. NAIL AND CAP
 AE5795'IN CP AND L POWER POLE NUMBER 3C870.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5796 ***********************************************************************
 AE5796  DESIGNATION -  9528
 AE5796  PID         -  AE5796
 AE5796  STATE/COUNTY-  NC/WAKE
 AE5796  USGS QUAD   -  ZEBULON (1981)
 AE5796
 AE5796                         *CURRENT SURVEY CONTROL
 AE5796  ___________________________________________________________________
 AE5796* NAD 83(2007)-  35 49 54.30231(N)    078 21 35.47563(W)     ADJUSTED  
 AE5796* NAVD 88     -        78.7    (meters)     258.     (feet)  GPS OBS   
 AE5796  ___________________________________________________________________
 AE5796  EPOCH DATE  -        2002.00
 AE5796  X           -   1,044,530.599 (meters)                     COMP
 AE5796  Y           -  -5,070,516.632 (meters)                     COMP
 AE5796  Z           -   3,713,098.606 (meters)                     COMP
 AE5796  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 AE5796  ELLIP HEIGHT-          44.701 (meters)          (02/10/07) ADJUSTED
 AE5796  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AE5796
 AE5796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5796  Type    PID    Designation                      North   East  Ellip
 AE5796  -------------------------------------------------------------------
 AE5796  NETWORK AE5796 9528                              1.04   0.94   1.96
 AE5796  -------------------------------------------------------------------
 AE5796
 AE5796.The horizontal coordinates were established by GPS observations
 AE5796.and adjusted by the National Geodetic Survey in February 2007.
 AE5796
 AE5796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5796.The horizontal coordinates are valid at the epoch date displayed above.
 AE5796.The epoch date for horizontal control is a decimal equivalence
 AE5796.of Year/Month/Day.
 AE5796
 AE5796.The orthometric height was determined by GPS observations and a
 AE5796.high-resolution geoid model.
 AE5796
 AE5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5796
 AE5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5796
 AE5796.The ellipsoidal height was determined by GPS observations
 AE5796.and is referenced to NAD 83.
 AE5796
 AE5796.The geoid height was determined by GEOID03.
 AE5796
 AE5796;                    North         East     Units Scale Factor Converg.
 AE5796;SPC NC       -   231,119.792   667,436.651   MT  0.99992372   +0 22 10.1
 AE5796;SPC NC       -   758,265.52  2,189,748.41   sFT  0.99992372   +0 22 10.1
 AE5796;UTM  17      - 3,968,505.260   738,481.234   MT  1.00030087   +1 32 46.6
 AE5796
 AE5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5796!SPC NC       -   0.99999298  x   0.99992372  =   0.99991670
 AE5796!UTM  17      -   0.99999298  x   1.00030087  =   1.00029385
 AE5796
 AE5796:                Primary Azimuth Mark                     Grid Az
 AE5796:SPC NC       -  9530                                     051 51 43.5
 AE5796:UTM  17      -  9530                                     050 41 07.0
 AE5796
 AE5796|---------------------------------------------------------------------|
 AE5796| PID    Reference Object                     Distance      Geod. Az  |
 AE5796|                                                           dddmmss.s |
 AE5796| AE5798 9530                                471.347 METERS 0521353.6 |
 AE5796| AE5795 9527                                145.895 METERS 22924     |
 AE5796|---------------------------------------------------------------------|
 AE5796
 AE5796                          SUPERSEDED SURVEY CONTROL
 AE5796
 AE5796  NAD 83(1986)-  35 49 54.30838(N)    078 21 35.48542(W) AD(       ) 2
 AE5796
 AE5796.Superseded values are not recommended for survey control.
 AE5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5796.See file dsdata.txt to determine how the superseded data were derived.
 AE5796
 AE5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3848168505(NAD 83)
 AE5796_MARKER: DD = SURVEY DISK
 AE5796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5796_STAMPING: 95-28 1995
 AE5796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5796+STABILITY: SURFACE MOTION
 AE5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5796+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5796
 AE5796  HISTORY     - Date     Condition        Report By
 AE5796  HISTORY     - 1995     MONUMENTED       TPP
 AE5796
 AE5796                          STATION DESCRIPTION
 AE5796
 AE5796'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5796'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 4.0 MILES WEST OF
 AE5796'THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE5796'HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320 (RILEY HILL ROAD)
 AE5796'PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY 2.8 MILES TO ITS
 AE5796'INTERSECTION WITH STATE ROUTE 2329 (LIZARD LICK ROAD).  TURN LEFT AND
 AE5796'PROCEED SOUTH ALONG STATE ROUTE 2329 APPROXIMATELY 0.5 MILE TO ITS
 AE5796'INTERSECTION WITH STATE ROUTE 2325 (OLD BUNCH ROAD).  TURN LEFT AND
 AE5796'PROCEED SOUTHEAST ALONG STATE ROUTE 2325 APPROXIMATELY 0.7 MILE TO ITS
 AE5796'INTERSECTION WITH LILES LANDING DRIVE.  TURN LEFT AND PROCEED EAST
 AE5796'ALONG LILES LANDING DRIVE APPROXIMATELY 0.15 MILE.  TURN LEFT AND
 AE5796'PROCEED NORTH ACROSS A CULTIVATED FIELD APPROXIMATELY 330 FEET TO THE
 AE5796'STATION.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN
 AE5796'CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-28 1995.  THE STATION IS
 AE5796'195.2 FEET SOUTHWEST FROM A P.K. NAIL AND CAP IN A 24 INCH DIAMETER
 AE5796'DOUBLE MAPLE, 129.3 FEET SOUTHWEST FROM A P.K. NAIL AND CAP IN A 14
 AE5796'INCH SYCAMORE, AND 221.4 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN A
 AE5796'12 INCH DIAMETER PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5797 ***********************************************************************
 AE5797  DESIGNATION -  9529
 AE5797  PID         -  AE5797
 AE5797  STATE/COUNTY-  NC/WAKE
 AE5797  USGS QUAD   -  ZEBULON (1981)
 AE5797
 AE5797                         *CURRENT SURVEY CONTROL
 AE5797  ___________________________________________________________________
 AE5797* NAD 83(2007)-  35 50 04.84793(N)    078 21 12.91856(W)     ADJUSTED  
 AE5797* NAVD 88     -        83.6    (meters)     274.     (feet)  GPS OBS   
 AE5797  ___________________________________________________________________
 AE5797  EPOCH DATE  -        2002.00
 AE5797  X           -   1,045,047.494 (meters)                     COMP
 AE5797  Y           -  -5,070,219.905 (meters)                     COMP
 AE5797  Z           -   3,713,364.989 (meters)                     COMP
 AE5797  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 AE5797  ELLIP HEIGHT-          49.609 (meters)          (02/10/07) ADJUSTED
 AE5797  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AE5797
 AE5797  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5797  Type    PID    Designation                      North   East  Ellip
 AE5797  -------------------------------------------------------------------
 AE5797  NETWORK AE5797 9529                              1.12   0.94   2.06
 AE5797  -------------------------------------------------------------------
 AE5797
 AE5797.The horizontal coordinates were established by GPS observations
 AE5797.and adjusted by the National Geodetic Survey in February 2007.
 AE5797
 AE5797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5797.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5797.The horizontal coordinates are valid at the epoch date displayed above.
 AE5797.The epoch date for horizontal control is a decimal equivalence
 AE5797.of Year/Month/Day.
 AE5797
 AE5797.The orthometric height was determined by GPS observations and a
 AE5797.high-resolution geoid model.
 AE5797
 AE5797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5797
 AE5797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5797
 AE5797.The ellipsoidal height was determined by GPS observations
 AE5797.and is referenced to NAD 83.
 AE5797
 AE5797.The geoid height was determined by GEOID03.
 AE5797
 AE5797;                    North         East     Units Scale Factor Converg.
 AE5797;SPC NC       -   231,448.456   668,000.629   MT  0.99992424   +0 22 23.1
 AE5797;SPC NC       -   759,343.81  2,191,598.73   sFT  0.99992424   +0 22 23.1
 AE5797;UTM  17      - 3,968,845.568   739,038.554   MT  1.00030415   +1 33 00.3
 AE5797
 AE5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5797!SPC NC       -   0.99999221  x   0.99992424  =   0.99991645
 AE5797!UTM  17      -   0.99999221  x   1.00030415  =   1.00029636
 AE5797
 AE5797|---------------------------------------------------------------------|
 AE5797| PID    Reference Object                     Distance      Geod. Az  |
 AE5797|                                                           dddmmss.s |
 AE5797| AE5798 9530                                196.919 METERS 25922     |
 AE5797|---------------------------------------------------------------------|
 AE5797
 AE5797                          SUPERSEDED SURVEY CONTROL
 AE5797
 AE5797  NAD 83(1986)-  35 50 04.85371(N)    078 21 12.92827(W) AD(       ) 2
 AE5797
 AE5797.Superseded values are not recommended for survey control.
 AE5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5797.See file dsdata.txt to determine how the superseded data were derived.
 AE5797
 AE5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3903968846(NAD 83)
 AE5797_MARKER: DD = SURVEY DISK
 AE5797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5797_STAMPING: 95-29 1995
 AE5797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5797+STABILITY: SURFACE MOTION
 AE5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5797+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5797
 AE5797  HISTORY     - Date     Condition        Report By
 AE5797  HISTORY     - 1995     MONUMENTED       TPP
 AE5797
 AE5797                          STATION DESCRIPTION
 AE5797
 AE5797'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5797'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 2.0 MILES
 AE5797'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5797'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5797'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5797'1.55 MILES TO ITS INTERSECTION WITH A GRAVEL DRIVE LEADING TO HOUSE
 AE5797'NUMBER 8000.  TURN LEFT AND PROCEED SOUTH ALONG GRAVEL DRIVE 0.1 MILE
 AE5797'TO ITS INTERSECTION WITH SOIL FARM ROAD BEHIND HOUSE NUMBER 8000.
 AE5797'TURN LEFT AND PROCEED ALONG SOIL FARM ROAD 0.1 MILE TO ITS FORK IN THE
 AE5797'ROAD.  BEAR RIGHT AND PROCEED ALONG SOIL FARM ROAD 0.4 MILE AS IT
 AE5797'MEANDERS TO A NARROW GATE IN THE FENCE. TURN RIGHT THROUGH THE GATE
 AE5797'AND PROCEED DUE SOUTH ACROSS THE FIELD 255 FEET TO THE STATION.  THE
 AE5797'STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN CONCRETE FLUSH
 AE5797'WITH THE GROUND AND STAMPED 95-29 1995.  THE STATION IS 255.1 FEET
 AE5797'SOUTH FROM A P.K. NAIL AND CAP IN A 6 INCH BY 6 INCH TREATED GATE
 AE5797'POST, 135.6 FEET NORTHWEST FROM A P.K. NAIL AND CAP IN A 15 INCH
 AE5797'DIAMETER PINE TREE AT GATE, AND 94.5 FEET NORTH FROM A P.K. NAIL AND
 AE5797'CAP IN A 12 INCH DIAMETER DOUBLE PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5798 ***********************************************************************
 AE5798  DESIGNATION -  9530
 AE5798  PID         -  AE5798
 AE5798  STATE/COUNTY-  NC/WAKE
 AE5798  USGS QUAD   -  ZEBULON (1981)
 AE5798
 AE5798                         *CURRENT SURVEY CONTROL
 AE5798  ___________________________________________________________________
 AE5798* NAD 83(2007)-  35 50 03.66877(N)    078 21 20.62987(W)     ADJUSTED  
 AE5798* NAVD 88     -        77.3    (meters)     254.     (feet)  GPS OBS   
 AE5798  ___________________________________________________________________
 AE5798  EPOCH DATE  -        2002.00
 AE5798  X           -   1,044,861.201 (meters)                     COMP
 AE5798  Y           -  -5,070,274.792 (meters)                     COMP
 AE5798  Z           -   3,713,331.825 (meters)                     COMP
 AE5798  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 AE5798  ELLIP HEIGHT-          43.289 (meters)          (02/10/07) ADJUSTED
 AE5798  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AE5798
 AE5798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5798  Type    PID    Designation                      North   East  Ellip
 AE5798  -------------------------------------------------------------------
 AE5798  NETWORK AE5798 9530                              1.04   0.92   1.96
 AE5798  -------------------------------------------------------------------
 AE5798
 AE5798.The horizontal coordinates were established by GPS observations
 AE5798.and adjusted by the National Geodetic Survey in February 2007.
 AE5798
 AE5798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5798.The horizontal coordinates are valid at the epoch date displayed above.
 AE5798.The epoch date for horizontal control is a decimal equivalence
 AE5798.of Year/Month/Day.
 AE5798
 AE5798.The orthometric height was determined by GPS observations and a
 AE5798.high-resolution geoid model.
 AE5798
 AE5798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5798
 AE5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5798
 AE5798.The ellipsoidal height was determined by GPS observations
 AE5798.and is referenced to NAD 83.
 AE5798
 AE5798.The geoid height was determined by GEOID03.
 AE5798
 AE5798;                    North         East     Units Scale Factor Converg.
 AE5798;SPC NC       -   231,410.859   667,807.348   MT  0.99992418   +0 22 18.7
 AE5798;SPC NC       -   759,220.46  2,190,964.61   sFT  0.99992418   +0 22 18.7
 AE5798;UTM  17      - 3,968,803.992   738,846.013   MT  1.00030301   +1 32 55.7
 AE5798
 AE5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5798!SPC NC       -   0.99999321  x   0.99992418  =   0.99991739
 AE5798!UTM  17      -   0.99999321  x   1.00030301  =   1.00029621
 AE5798
 AE5798|---------------------------------------------------------------------|
 AE5798| PID    Reference Object                     Distance      Geod. Az  |
 AE5798|                                                           dddmmss.s |
 AE5798| AE5797 9529                                196.919 METERS 07922     |
 AE5798| AE5776 9508                                APPROX. 0.6 KM 3573245.7 |
 AE5798|---------------------------------------------------------------------|
 AE5798
 AE5798                          SUPERSEDED SURVEY CONTROL
 AE5798
 AE5798  NAD 83(1986)-  35 50 03.67465(N)    078 21 20.63962(W) AD(       ) 2
 AE5798
 AE5798.Superseded values are not recommended for survey control.
 AE5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5798.See file dsdata.txt to determine how the superseded data were derived.
 AE5798
 AE5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3884668804(NAD 83)
 AE5798_MARKER: DD = SURVEY DISK
 AE5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5798_STAMPING: 95-30 1995
 AE5798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5798+STABILITY: SURFACE MOTION
 AE5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5798+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5798
 AE5798  HISTORY     - Date     Condition        Report By
 AE5798  HISTORY     - 1995     MONUMENTED       TPP
 AE5798
 AE5798                          STATION DESCRIPTION
 AE5798
 AE5798'DESCRIBED BY T P PARKER AND SON 1995 (DAR)
 AE5798'THE STATION IS LOCATED IN WAKE COUNTY APPROXIMATELY 2.6 MILES
 AE5798'NORTHWEST OF THE TOWN OF ZEBULON.  TO REACH THE STATION FROM THE
 AE5798'INTERSECTION OF HIGHWAY N.C. 96 (ZEBULON ROAD) AND STATE ROUTE 2320
 AE5798'(RILEY HILL ROAD) PROCEED WEST ALONG STATE ROUTE 2320 APPROXIMATELY
 AE5798'1.55 MILES TO ITS INTERSECTION WITH A GRAVEL DRIVE LEADING TO HOUSE
 AE5798'NUMBER 8000.  TURN LEFT AND PROCEED SOUTH ALONG GRAVEL DRIVE 0.1 MILE
 AE5798'TO ITS INTERSECTION WITH SOIL FARM ROAD BEHIND HOUSE NUMBER 8000.
 AE5798'TURN LEFT AND PROCEED ALONG SOIL FARM ROAD 0.1 MILE TO ITS FORK IN THE
 AE5798'ROAD.  BEAR RIGHT AND PROCEED ALONG SOIL FARM ROAD 0.4 MILE AS IT
 AE5798'MEANDERS TO A NARROW GATE IN THE FENCE. TURN RIGHT THROUGH THE GATE
 AE5798'AND PROCEED SOUTH 70 DEGREES WEST ACROSS THE FIELD 792 FEET TO THE
 AE5798'STATION.  THE STATION IS A MARK-IT (BOM-1) ALUMINUM MONUMENT SET IN
 AE5798'CONCRETE FLUSH WITH THE GROUND AND STAMPED 95-30 1995.  THE STATION IS
 AE5798'34.8 FEET NORTHEAST FROM A P.K. NAIL AND CAP IN A THREE INCH DIAMETER
 AE5798'DOUBLE CEDAR TREE, 212.8 FEET SOUTHEAST FROM A P.K. NAIL AND CAP IN A
 AE5798'24 INCH DIAMETER MAPLE TREE, AND 128.1 FEET SOUTHEAST FROM A P.K. NAIL
 AE5798'AND CAP IN AN 18 INCH DIAMETER PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE9514 ***********************************************************************
 DE9514  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9514  DESIGNATION -  95W 200
 DE9514  PID         -  DE9514
 DE9514  STATE/COUNTY-  NC/GUILFORD
 DE9514  USGS QUAD   -  MC LEANSVILLE (1968)
 DE9514
 DE9514                         *CURRENT SURVEY CONTROL
 DE9514  ___________________________________________________________________
 DE9514* NAD 83(2007)-  36 05 10.55936(N)    079 42 53.47921(W)     ADJUSTED  
 DE9514* NAVD 88     -       236.58   (meters)     776.2    (feet)  GPS OBS   
 DE9514  ___________________________________________________________________
 DE9514  EPOCH DATE  -        2002.00
 DE9514  X           -     921,398.267 (meters)                     COMP
 DE9514  Y           -  -5,077,610.270 (meters)                     COMP
 DE9514  Z           -   3,736,052.714 (meters)                     COMP
 DE9514  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 DE9514  ELLIP HEIGHT-         205.900 (meters)          (02/10/07) ADJUSTED
 DE9514  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 DE9514
 DE9514  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE9514  Type    PID    Designation                      North   East  Ellip
 DE9514  -------------------------------------------------------------------
 DE9514  NETWORK DE9514 95W 200                           1.37   1.00   1.82
 DE9514  -------------------------------------------------------------------
 DE9514
 DE9514.The horizontal coordinates were established by GPS observations
 DE9514.and adjusted by the National Geodetic Survey in February 2007.
 DE9514
 DE9514.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE9514.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE9514.The horizontal coordinates are valid at the epoch date displayed above.
 DE9514.The epoch date for horizontal control is a decimal equivalence
 DE9514.of Year/Month/Day.
 DE9514
 DE9514.The orthometric height was determined by GPS observations and a
 DE9514.high-resolution geoid model.
 DE9514.The orthometric height was determined by GPS observations and a
 DE9514.high-resolution geoid model using precise GPS observation and
 DE9514.processing techniques.
 DE9514
 DE9514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9514
 DE9514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9514
 DE9514.The ellipsoidal height was determined by GPS observations
 DE9514.and is referenced to NAD 83.
 DE9514
 DE9514.The geoid height was determined by GEOID03.
 DE9514
 DE9514;                    North         East     Units Scale Factor Converg.
 DE9514;SPC NC       -   259,404.330   545,219.434   MT  0.99997855   -0 24 45.3
 DE9514;SPC NC       -   851,062.37  1,788,774.09   sFT  0.99997855   -0 24 45.3
 DE9514;UTM  17      - 3,994,281.112   615,703.751   MT  0.99976495   +0 45 25.3
 DE9514
 DE9514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9514!SPC NC       -   0.99996769  x   0.99997855  =   0.99994624
 DE9514!UTM  17      -   0.99996769  x   0.99976495  =   0.99973264
 DE9514
 DE9514:                Primary Azimuth Mark                     Grid Az
 DE9514:SPC NC       -  59E 200                                  278 27 55.9
 DE9514:UTM  17      -  59E 200                                  277 17 45.3
 DE9514
 DE9514|---------------------------------------------------------------------|
 DE9514| PID    Reference Object                     Distance      Geod. Az  |
 DE9514|                                                           dddmmss.s |
 DE9514| DE9405 59E 200                             APPROX. 0.5 KM 2780310.6 |
 DE9514|---------------------------------------------------------------------|
 DE9514
 DE9514                          SUPERSEDED SURVEY CONTROL
 DE9514
 DE9514  NAD 83(2001)-  36 05 10.55959(N)    079 42 53.47902(W) AD(       ) 1
 DE9514  ELLIP H (03/13/03)  205.892  (m)                       GP(       ) 4 2
 DE9514  NAD 83(1986)-  36 05 10.56565(N)    079 42 53.48579(W) AD(       ) 1
 DE9514
 DE9514.Superseded values are not recommended for survey control.
 DE9514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9514.See file dsdata.txt to determine how the superseded data were derived.
 DE9514
 DE9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1570494281(NAD 83)
 DE9514_MARKER: DD = SURVEY DISK
 DE9514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9514_STAMPING: 95W200 1999
 DE9514_MARK LOGO: NC1940
 DE9514_PROJECTION: FLUSH
 DE9514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9514+STABILITY: SURFACE MOTION
 DE9514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9514+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 DE9514
 DE9514  HISTORY     - Date     Condition        Report By
 DE9514  HISTORY     - 1999     MONUMENTED       NC1940
 DE9514  HISTORY     - 20070414 GOOD             NCGS
 DE9514
 DE9514                          STATION DESCRIPTION
 DE9514
 DE9514'DESCRIBED BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 DE9514'STATION IS ABOUT 4.4 MI (7.1 KM) EAST-NORTHEAST OF THE DOWNTOWN
 DE9514'GREENSBORO GOVERNMENT PLAZA, AND 3.4 MI (5.5 KM) WEST-SOUTHWEST OF
 DE9514'MCLEANSVILLE.
 DE9514'ALONG US 70 (BURLINGTON ROAD), 0.7 MI (1.1 KM) EAST OF INTERSECTION OF
 DE9514'BURLINGTON ROAD AND WENDOVER AVENUE, ON BANK ACROSS ROAD FROM BRYANTS
 DE9514'TRUE VALUE HARDWARE.
 DE9514'MARK IS ABOUT 3-FEET HIGHER THAN THE EDGE OF PAVEMENT AND FLUSH WITH
 DE9514'THE GROUND. LOCATED 37.5 FT (11.4 M) SOUTH OF THE CENTERLINE OF US 70
 DE9514'OR 21.3 FT (6.5 M) SOUTH OF EDGE OF PAVEMENT, 7.3 FT (2.2 M) SOUTHWEST
 DE9514'OF POWER POLE, AND 51.7 FT (15.8 M) NORTHEAST OF THE NORTHEAST CORNER
 DE9514'OF CHAIN LINK FENCE.
 DE9514
 DE9514                          STATION RECOVERY (2007)
 DE9514
 DE9514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 DE9514'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 DE9514' 
 DE9514'LOCATED 63.5 FT (19.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 DE9514'HOUSE 3908 AND 6.9 FT (2.1 M) WEST-SOUTHWEST OF A POWER POLE WITH A
 DE9514'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0764 ***********************************************************************
 FA0764  DESIGNATION -  960
 FA0764  PID         -  FA0764
 FA0764  STATE/COUNTY-  NC/CLEVELAND
 FA0764  USGS QUAD   -  GROVER (1993)
 FA0764
 FA0764                         *CURRENT SURVEY CONTROL
 FA0764  ___________________________________________________________________
 FA0764* NAD 83(1986)-  35 12 16.     (N)    081 23 15.     (W)     SCALED    
 FA0764* NAVD 88     -       292.173  (meters)     958.57   (feet)  ADJUSTED  
 FA0764  ___________________________________________________________________
 FA0764  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FA0764  DYNAMIC HT  -         291.887 (meters)     957.63  (feet)  COMP
 FA0764  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 FA0764
 FA0764  VERT ORDER  -  FIRST     CLASS II
 FA0764
 FA0764.The horizontal coordinates were scaled from a topographic map and have
 FA0764.an estimated accuracy of +/- 6 seconds.
 FA0764
 FA0764.The orthometric height was determined by differential leveling
 FA0764.and adjusted in June 1991.
 FA0764
 FA0764.The geoid height was determined by GEOID03.
 FA0764
 FA0764.The dynamic height is computed by dividing the NAVD 88
 FA0764.geopotential number by the normal gravity value computed on the
 FA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0764.degrees latitude (g = 980.6199 gals.).
 FA0764
 FA0764.The modeled gravity was interpolated from observed gravity values.
 FA0764
 FA0764;                    North         East    Units  Estimated Accuracy
 FA0764;SPC NC       -   163,960.      392,240.      MT  (+/- 180 meters Scaled)
 FA0764
 FA0764                          SUPERSEDED SURVEY CONTROL
 FA0764
 FA0764  NGVD 29 (??/??/92)  292.388  (m)          959.28   (f) ADJ UNCH    1 2
 FA0764
 FA0764.Superseded values are not recommended for survey control.
 FA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0764.See file dsdata.txt to determine how the superseded data were derived.
 FA0764
 FA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU647957(NAD 83)
 FA0764_MARKER: DD = SURVEY DISK
 FA0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0764_SP_SET: CULVERT ROCK
 FA0764_STAMPING: 960
 FA0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0764
 FA0764  HISTORY     - Date     Condition        Report By
 FA0764  HISTORY     - UNK      MONUMENTED       USGS
 FA0764  HISTORY     - 1935     MARK NOT FOUND   NGS
 FA0764  HISTORY     - 20040902 MARK NOT FOUND   USPSQD
 FA0764
 FA0764                          STATION DESCRIPTION
 FA0764
 FA0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FA0764'3.4 MI SW FROM KINGS MOUNTAIN.
 FA0764'3.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM KINGS
 FA0764'MOUNTAIN, CLEVELAND COUNTY, 0.2 MILE SOUTHWEST OF A ROAD CROSSING,
 FA0764'AND IN THE SOUTHEAST CORNER OF A ROCK CULVERT.  A UNITED STATES
 FA0764'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 960.
 FA0764
 FA0764                          STATION RECOVERY (2004)
 FA0764
 FA0764'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 FA0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9442 ***********************************************************************
 AF9442  DESIGNATION -  97 HLZ
 AF9442  PID         -  AF9442
 AF9442  STATE/COUNTY-  NC/STOKES
 AF9442  USGS QUAD   -  DANBURY (1984)
 AF9442
 AF9442                         *CURRENT SURVEY CONTROL
 AF9442  ___________________________________________________________________
 AF9442* NAD 83(1986)-  36 27 12.     (N)    080 10 39.     (W)     SCALED    
 AF9442* NAVD 88     -       318.954  (meters)    1046.43   (feet)  ADJUSTED  
 AF9442  ___________________________________________________________________
 AF9442  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AF9442  DYNAMIC HT  -         318.665 (meters)    1045.49  (feet)  COMP
 AF9442  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 AF9442
 AF9442  VERT ORDER  -  SECOND    CLASS II
 AF9442
 AF9442.The horizontal coordinates were scaled from a topographic map and have
 AF9442.an estimated accuracy of +/- 6 seconds.
 AF9442
 AF9442.The orthometric height was determined by differential leveling
 AF9442.and adjusted in December 2004.
 AF9442.No vertical observational check was made to the station.
 AF9442
 AF9442.The geoid height was determined by GEOID03.
 AF9442
 AF9442.The dynamic height is computed by dividing the NAVD 88
 AF9442.geopotential number by the normal gravity value computed on the
 AF9442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9442.degrees latitude (g = 980.6199 gals.).
 AF9442
 AF9442.The modeled gravity was interpolated from observed gravity values.
 AF9442
 AF9442;                    North         East    Units  Estimated Accuracy
 AF9442;SPC NC       -   300,530.      504,040.      MT  (+/- 180 meters Scaled)
 AF9442
 AF9442                          SUPERSEDED SURVEY CONTROL
 AF9442
 AF9442.No superseded survey control is available for this station.
 AF9442
 AF9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA737345(NAD 83)
 AF9442_MARKER: DB = BENCH MARK DISK
 AF9442_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9442_STAMPING: 97 HLZ 1969
 AF9442_MARK LOGO: USGS  
 AF9442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9442+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 AF9442
 AF9442  HISTORY     - Date     Condition        Report By
 AF9442  HISTORY     - 1969     MONUMENTED       USGS
 AF9442  HISTORY     - 19930224 GOOD             NCGS
 AF9442  HISTORY     - 20010829 GOOD             NCGS
 AF9442
 AF9442                          STATION DESCRIPTION
 AF9442
 AF9442'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9442'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTH-NORTHEAST OF DANBURY
 AF9442'AND 3.9 MI (6.3 KM) SOUTHEAST OF LAWSONVILLE. PROCEED ALONG SR 1652
 AF9442'(SHEPPARD MILL ROAD) FOR 2.25 MI (3.62 KM) FROM NC 8-89 IN DANBURY,
 AF9442'THENCE 2.75 MI (4.43 KM) NORTH ALONG SR 1670 (PLEASANT VIEW CHURCH
 AF9442'ROAD) TO SR 1655 (JEWEL-NORTH VIEW CHURCH ROAD) , AND STATION IS IN
 AF9442'THE SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS ABOUT 1 FOOT (0.3 M)
 AF9442'HIGHER THAN THE CROSSROADS AND PROJECTING 3 INCHES ABOVE THE GROUND.
 AF9442'LOCATED 36.0 FT (11.0 M) WEST OF THE CENTERLINE OF SR 1670, 32.0 FT
 AF9442'(9.8 M) SOUTH OF THE CENTERLINE OF SR 1655, 6.0 FT (1.8 M) EAST OF A
 AF9442'TELEPHONE PEDESTAL, 2.8 FT (0.9 M) EAST OF A POWER POLE WITH REFERENCE
 AF9442'TAG, AND 0.3 FT (9.1 CM) WEST OF A METAL WITNESS POST.
 AF9442
 AF9442                          STATION RECOVERY (2001)
 AF9442
 AF9442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AF9442'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTH-NORTHEAST OF DANBURY
 AF9442'AND 3.9 MI (6.3 KM) SOUTHEAST OF LAWSONVILLE. PROCEED ALONG SR 1652
 AF9442'(SHEPPARD MILL ROAD) FOR 2.25 MI (3.62 KM) FROM NC 8-89 IN DANBURY,
 AF9442'THENCE 2.75 MI (4.43 KM) NORTH ALONG SR 1670 (PLEASANT VIEW CHURCH
 AF9442'ROAD) TO SR 1655 (JEWEL-NORTH VIEW CHURCH ROAD) , AND STATION IN THE
 AF9442'SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS ABOUT 1 FOOT (0.3 M)
 AF9442'HIGHER THAN CROSSROADS AND PROJECTS 3 INCHES ABOVE THE GROUND.
 AF9442'LOCATED 36.0 FT (11.0 M) WEST OF THE CENTERLINE OF SR 1670, 32.0 FT
 AF9442'(9.8 M) SOUTH OF THE CENTERLINE OF SR 1655, 6.0 FT (1.8 M) EAST OF A
 AF9442'TELEPHONE PEDESTAL, 2.8 FT (0.9 M) EAST OF A POWER POLE WITH REFERENCE
 AF9442'TAG, AND 0.3 FT (9.1 CM) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI9663 ***********************************************************************
 AI9663  DESIGNATION -  97 HLZ
 AI9663  PID         -  AI9663
 AI9663  STATE/COUNTY-  NC/WARREN
 AI9663  USGS QUAD   -  MACON (1970)
 AI9663
 AI9663                         *CURRENT SURVEY CONTROL
 AI9663  ___________________________________________________________________
 AI9663* NAD 83(1986)-  36 23 41.     (N)    078 00 09.     (W)     SCALED    
 AI9663* NAVD 88     -        94.483  (meters)     309.98   (feet)  ADJUSTED  
 AI9663  ___________________________________________________________________
 AI9663  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AI9663  DYNAMIC HT  -          94.406 (meters)     309.73  (feet)  COMP
 AI9663  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 AI9663
 AI9663  VERT ORDER  -  SECOND    CLASS I
 AI9663
 AI9663.The horizontal coordinates were scaled from a topographic map and have
 AI9663.an estimated accuracy of +/- 6 seconds.
 AI9663
 AI9663.The orthometric height was determined by differential leveling
 AI9663.and adjusted in March 2001.
 AI9663.No vertical observational check was made to the station.
 AI9663
 AI9663.The geoid height was determined by GEOID03.
 AI9663
 AI9663.The dynamic height is computed by dividing the NAVD 88
 AI9663.geopotential number by the normal gravity value computed on the
 AI9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9663.degrees latitude (g = 980.6199 gals.).
 AI9663
 AI9663.The modeled gravity was interpolated from observed gravity values.
 AI9663
 AI9663;                    North         East    Units  Estimated Accuracy
 AI9663;SPC NC       -   293,850.      699,090.      MT  (+/- 180 meters Scaled)
 AI9663
 AI9663                          SUPERSEDED SURVEY CONTROL
 AI9663
 AI9663.No superseded survey control is available for this station.
 AI9663
 AI9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA688319(NAD 83)
 AI9663_MARKER: DS = TRIANGULATION STATION DISK
 AI9663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9663_STAMPING: 97 HLZ 1970
 AI9663_MARK LOGO: USGS  
 AI9663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI9663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9663+STABILITY: SURFACE MOTION
 AI9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9663+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1997
 AI9663
 AI9663  HISTORY     - Date     Condition        Report By
 AI9663  HISTORY     - 1970     MONUMENTED       USGS
 AI9663  HISTORY     - 19970424 GOOD             NCGS
 AI9663
 AI9663                          STATION DESCRIPTION
 AI9663
 AI9663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI9663'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF WARRENTON AND 2.1 MI
 AI9663'(3.4 KM) SOUTH OF VAUGHAN.  ALONG SR 1510 (MAT NELSON ROAD) FOR 2.0 MI
 AI9663'(3.2 KM) SOUTH FROM THE INTERSECTION WITH NC 158 NEAR VAUGHAN. MARK IS
 AI9663'ABOUT 1-FOOT HIGHER THAN THE CENTERLINE OF SR 1510 AND PROJECTS 2
 AI9663'INCHES ABOVE THE GROUND.  LOCATED 32.0 FT (9.8 M) EAST-SOUTHEAST OF
 AI9663'THE CENTERLINE OF SR 1510, 0.6 FT (18.3 CM) NORTHWEST OF A METAL
 AI9663'WITNESS POST, 8.0 FT (2.4 M) EAST OF THE NORTH END OF A FIELD ROAD
 AI9663'CULVERT, 110 FEET (33.5 M) NORTHEAST OF THE ENTRANCE TO LITTLE BOW
 AI9663'HUNTING CLUB--AND 4.4 FT (1.3 M) SOUTH OF A BRACE POLE, 68.6 FT (20.9
 AI9663'M) SOUTHEAST OF A POWER POLE WITH A TRANSFORMER--BOTH WITH REFERENCE
 AI9663'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3779 ***********************************************************************
 FY3779  DESIGNATION -  99 HLZ
 FY3779  PID         -  FY3779
 FY3779  STATE/COUNTY-  NC/WARREN
 FY3779  USGS QUAD   -  INEZ (1971)
 FY3779
 FY3779                         *CURRENT SURVEY CONTROL
 FY3779  ___________________________________________________________________
 FY3779* NAD 83(2007)-  36 20 06.42323(N)    078 00 32.41215(W)     ADJUSTED  
 FY3779* NAVD 88     -       104.443  (meters)     342.66   (feet)  ADJUSTED  
 FY3779  ___________________________________________________________________
 FY3779  EPOCH DATE  -        2002.00
 FY3779  X           -   1,068,730.097 (meters)                     COMP
 FY3779  Y           -  -5,031,867.682 (meters)                     COMP
 FY3779  Z           -   3,758,253.034 (meters)                     COMP
 FY3779  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 FY3779  ELLIP HEIGHT-          70.663 (meters)          (02/10/07) ADJUSTED
 FY3779  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 FY3779  DYNAMIC HT  -         104.357 (meters)     342.38  (feet)  COMP
 FY3779
 FY3779  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3779  Type    PID    Designation                      North   East  Ellip
 FY3779  -------------------------------------------------------------------
 FY3779  NETWORK FY3779 99 HLZ                            0.49   0.45   1.25
 FY3779  -------------------------------------------------------------------
 FY3779  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 FY3779
 FY3779  VERT ORDER  -  SECOND    CLASS I
 FY3779
 FY3779.The horizontal coordinates were established by GPS observations
 FY3779.and adjusted by the National Geodetic Survey in February 2007.
 FY3779
 FY3779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3779.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3779.The horizontal coordinates are valid at the epoch date displayed above.
 FY3779.The epoch date for horizontal control is a decimal equivalence
 FY3779.of Year/Month/Day.
 FY3779
 FY3779.The orthometric height was determined by differential leveling
 FY3779.and adjusted in March 2001.
 FY3779.No vertical observational check was made to the station.
 FY3779
 FY3779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3779
 FY3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3779
 FY3779.The ellipsoidal height was determined by GPS observations
 FY3779.and is referenced to NAD 83.
 FY3779
 FY3779.The geoid height was determined by GEOID03.
 FY3779
 FY3779.The dynamic height is computed by dividing the NAVD 88
 FY3779.geopotential number by the normal gravity value computed on the
 FY3779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3779.degrees latitude (g = 980.6199 gals.).
 FY3779
 FY3779.The modeled gravity was interpolated from observed gravity values.
 FY3779
 FY3779;                    North         East     Units Scale Factor Converg.
 FY3779;SPC NC       -   287,230.245   698,576.661   MT  1.00005137   +0 34 19.1
 FY3779;SPC NC       -   942,354.56  2,291,913.60   sFT  1.00005137   +0 34 19.1
 FY3779;UTM  17      - 4,025,272.963   768,462.920   MT  1.00048810   +1 46 23.7
 FY3779;UTM  18      - 4,025,323.164   229,920.403   MT  1.00049883   -1 47 02.2
 FY3779
 FY3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3779!SPC NC       -   0.99998891  x   1.00005137  =   1.00004028
 FY3779!UTM  17      -   0.99998891  x   1.00048810  =   1.00047700
 FY3779!UTM  18      -   0.99998891  x   1.00049883  =   1.00048773
 FY3779
 FY3779                          SUPERSEDED SURVEY CONTROL
 FY3779
 FY3779  NAD 83(2001)-  36 20 06.42394(N)    078 00 32.41219(W) AD(       ) 1
 FY3779  ELLIP H (03/13/03)   70.662  (m)                       GP(       ) 4 2
 FY3779  NAD 83(1986)-  36 20 06.42260(N)    078 00 32.42292(W) AD(       ) 1
 FY3779  NAD 83(1993)-  36 20 06.42565(N)    078 00 32.41353(W) AD(       ) 1
 FY3779  NAD 83(1986)-  36 20 06.42259(N)    078 00 32.42292(W) AD(       ) 1
 FY3779  NAVD 88 (03/10/00)  104.45   (m)          342.7    (f) LEVELING    3  
 FY3779  NGVD 29 (07/23/90)  104.74   (m)          343.6    (f) LEVELING    3  
 FY3779
 FY3779.Superseded values are not recommended for survey control.
 FY3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3779.See file dsdata.txt to determine how the superseded data were derived.
 FY3779
 FY3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6846325273(NAD 83)
 FY3779_MARKER: DB = BENCH MARK DISK
 FY3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3779_SP_SET: SQUARE CONCRETE MONUMENT
 FY3779_STAMPING: 99 HLZ 1970
 FY3779_MARK LOGO: USGS  
 FY3779_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3779+STABILITY: SURFACE MOTION
 FY3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3779+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1997
 FY3779
 FY3779  HISTORY     - Date     Condition        Report By
 FY3779  HISTORY     - 1970     MONUMENTED       USGS
 FY3779  HISTORY     - 19880101 GOOD             NCGS
 FY3779  HISTORY     - 19930405 GOOD             NCGS
 FY3779  HISTORY     - 19970424 GOOD             NCGS
 FY3779
 FY3779                          STATION DESCRIPTION
 FY3779
 FY3779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FY3779'STATION IS LOCATED ABOUT 14.8 KM (9.20 MI) EAST-SOUTHEAST OF
 FY3779'WARRENTON, IN THE GROVE HILL COMMUNITY.
 FY3779'PROCEED ALONG NC 43 FOR 6.9 KM (4.3 MILES) EAST-SOUTHEAST FROM NC 58
 FY3779'INTERSECTION TO SR 1512 INTERSECTION, THENCE 1.4 KM (0.9 MILES)
 FY3779'NORTHEAST ALONG SR 1512 TO SR 1510 INTERSECTION, IN THE NORTHEAST
 FY3779'QUADRANT.
 FY3779'STATION IS A STANDARD USGS BENCH MARK DISK
 FY3779'STAMPED---99 HLZ 1970---, AND SET IN TOP OF A
 FY3779'15 CM CONCRETE POST AND PROJECTING 6 CM ABOVE GROUND SURFACE.
 FY3779'LOCATED 9.3 METERS (30.5 FEET) NORTH OF THE CENTERLINE OF SR
 FY3779'1512, 12.8 METERS (42.0 FEET) SOUTHEAST OF SR 1510, 0.2 METERS (0.5
 FY3779'FEET) WEST OF METAL WITNESS POST, 3.9 METERS (12.9 FEET) EAST OF
 FY3779'NORTHEAST CORNER OF BLOCK PUMPHOUSE AND 5.0 METERS (16.5 FEET)
 FY3779'NORTHEAST OF SERVICE POLE WITH REFERENCE TAG.
 FY3779'STATION IS 1 FOOT ABOVE ROAD.
 FY3779
 FY3779                          STATION RECOVERY (1993)
 FY3779
 FY3779'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FY3779'RECOVERED AS DESCRIBED.
 FY3779
 FY3779                          STATION RECOVERY (1997)
 FY3779
 FY3779'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 FY3779'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND ADDITIONS.
 FY3779'LOCATED 29.5 FT (9.0 M) NORTH OF THE CENTERLINE OF SR 1512, 12.0 FT
 FY3779'(3.7 M) EAST OF THE NORTHEAST CORNER OF A BLOCK PUMP HOUSE, 15.5 FT
 FY3779'(4.7 M) NORTHEAST OF A SERVICE POLE WITH REFERENCE TAG AND 1.0 FT (0.3
 FY3779'M) SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SR 1510 IS HARDY CEMETARY
 FY3779'ROAD.  AND SR 1512 IS REEDY CREEK RD.  USE WITH CAUTION---MONUMENT HAS
 FY3779'BEEN HIT BY MOWER AND WAS FOUND LOOSE IN THE GROUND.  MONUMENT IS
 FY3779'INTACT AND SOIL WAS REPACKED AROUND AND IS NOW STABLE.  HOWEVER,
 FY3779'POSITION IS QUESTIONABLE AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5722 ***********************************************************************
 DG5722  DESIGNATION -  99 HLZ
 DG5722  PID         -  DG5722
 DG5722  STATE/COUNTY-  NC/STOKES
 DG5722  USGS QUAD   -  DANBURY (1984)
 DG5722
 DG5722                         *CURRENT SURVEY CONTROL
 DG5722  ___________________________________________________________________
 DG5722* NAD 83(1986)-  36 28 37.     (N)    080 11 10.     (W)     SCALED    
 DG5722* NAVD 88     -       323.617  (meters)    1061.73   (feet)  ADJUSTED  
 DG5722  ___________________________________________________________________
 DG5722  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DG5722  DYNAMIC HT  -         323.324 (meters)    1060.77  (feet)  COMP
 DG5722  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 DG5722
 DG5722  VERT ORDER  -  SECOND    CLASS II
 DG5722
 DG5722.The horizontal coordinates were scaled from a topographic map and have
 DG5722.an estimated accuracy of +/- 6 seconds.
 DG5722
 DG5722.The orthometric height was determined by differential leveling
 DG5722.and adjusted in December 2004.
 DG5722.No vertical observational check was made to the station.
 DG5722
 DG5722.The geoid height was determined by GEOID03.
 DG5722
 DG5722.The dynamic height is computed by dividing the NAVD 88
 DG5722.geopotential number by the normal gravity value computed on the
 DG5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5722.degrees latitude (g = 980.6199 gals.).
 DG5722
 DG5722.The modeled gravity was interpolated from observed gravity values.
 DG5722
 DG5722;                    North         East    Units  Estimated Accuracy
 DG5722;SPC NC       -   303,160.      503,300.      MT  (+/- 180 meters Scaled)
 DG5722
 DG5722                          SUPERSEDED SURVEY CONTROL
 DG5722
 DG5722.No superseded survey control is available for this station.
 DG5722
 DG5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA729371(NAD 83)
 DG5722_MARKER: DB = BENCH MARK DISK
 DG5722_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG5722_STAMPING: 99 HLZ 1969
 DG5722_MARK LOGO: USGS  
 DG5722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5722+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2001
 DG5722
 DG5722  HISTORY     - Date     Condition        Report By
 DG5722  HISTORY     - 1969     MONUMENTED       USGS
 DG5722  HISTORY     - 20010829 GOOD             NCGS
 DG5722
 DG5722                          STATION DESCRIPTION
 DG5722
 DG5722'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG5722'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF DANBURY.
 DG5722'PROCEED ALONG SNOWHILL ROAD (SR 1651) FOR 2.05 MI (3.30 KM) EAST FROM
 DG5722'NC 8, IN LAWSONVILLE, THENCE SOUTHEAST FOR 0.85 MI (1.37 KM) ALONG
 DG5722'MOOREFIELD ROAD, ON THE SOUTHWEST SIDE OF THE ROAD, AT THE
 DG5722'INTERSECTION WITH PERCY MOOREFIELD ROAD. MARK IS ABOUT 4-FEET HIGHER
 DG5722'THAN MOOREFIELD ROAD AND PROJECTS 2 INCHES ABOVE THE GROUND.  LOCATED
 DG5722'35.5 FT (10.8 M) SOUTHWEST OF THE CENTERLINE OF MOOREFIELD ROAD, 78.0
 DG5722'FT (23.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF
 DG5722'MOOREFIELD AND PERCY MOOREFIELD ROAD, 22.5 FT (6.9 M) EAST-NORTHEAST
 DG5722'OF THE CENTERLINE OF A GRAVEL DRIVE--AND 85.2 FT (26.0 M)
 DG5722'EAST-NORTHEAST OF A POWER POLE, 67.7 FT (20.6 M) NORTHWEST OF A POWER
 DG5722'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3780 ***********************************************************************
 FY3780  DESIGNATION -  99 HLZ AZ MK
 FY3780  PID         -  FY3780
 FY3780  STATE/COUNTY-  NC/WARREN
 FY3780  USGS QUAD   -  INEZ (1971)
 FY3780
 FY3780                         *CURRENT SURVEY CONTROL
 FY3780  ___________________________________________________________________
 FY3780* NAD 83(2001)-  36 20 04.17968(N)    078 00 50.34965(W)     NO CHECK  
 FY3780* NAVD 88     -       102.676  (meters)     336.86   (feet)  ADJUSTED  
 FY3780  ___________________________________________________________________
 FY3780  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 FY3780  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 FY3780  DYNAMIC HT  -         102.592 (meters)     336.59  (feet)  COMP
 FY3780  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 FY3780
 FY3780  HORZ ORDER  -  SECOND
 FY3780  VERT ORDER  -  SECOND    CLASS I
 FY3780
 FY3780.The horizontal coordinates were established by classical geodetic methods
 FY3780.and adjusted by the National Geodetic Survey in August 2005.
 FY3780.No horizontal observational check was made to the station.
 FY3780
 FY3780.The orthometric height was determined by differential leveling
 FY3780.and adjusted in March 2001.
 FY3780.No vertical observational check was made to the station.
 FY3780
 FY3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3780
 FY3780.The geoid height was determined by GEOID03.
 FY3780
 FY3780.The dynamic height is computed by dividing the NAVD 88
 FY3780.geopotential number by the normal gravity value computed on the
 FY3780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3780.degrees latitude (g = 980.6199 gals.).
 FY3780
 FY3780.The modeled gravity was interpolated from observed gravity values.
 FY3780
 FY3780;                    North         East     Units Scale Factor Converg.
 FY3780;SPC NC       -   287,156.636   698,130.003   MT  1.00005116   +0 34 08.8
 FY3780;SPC NC       -   942,113.06  2,290,448.18   sFT  1.00005116   +0 34 08.8
 FY3780;UTM  17      - 4,025,189.970   768,017.709   MT  1.00048515   +1 46 12.9
 FY3780;UTM  18      - 4,025,267.953   229,470.894   MT  1.00050182   -1 47 12.7
 FY3780
 FY3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3780!SPC NC       -   0.99998919  x   1.00005116  =   1.00004035
 FY3780!UTM  17      -   0.99998919  x   1.00048515  =   1.00047434
 FY3780!UTM  18      -   0.99998919  x   1.00050182  =   1.00049101
 FY3780
 FY3780                          SUPERSEDED SURVEY CONTROL
 FY3780
 FY3780  NAD 83(1993)-  36 20 04.18138(N)    078 00 50.35104(W) AD(       ) 2
 FY3780  NAD 83(1986)-  36 20 04.17859(N)    078 00 50.36050(W) AD(       ) 2
 FY3780  NGVD 29 (07/23/90)  103.     (m)          338.     (f) VERT ANG    3  
 FY3780
 FY3780.Superseded values are not recommended for survey control.
 FY3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3780.See file dsdata.txt to determine how the superseded data were derived.
 FY3780
 FY3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6801825190(NAD 83)
 FY3780_MARKER: DZ = AZIMUTH MARK DISK
 FY3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3780_SP_SET: CONCRETE POST
 FY3780_STAMPING: 99 HLZ 1988
 FY3780_MARK LOGO: NCGS  
 FY3780_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3780+STABILITY: SURFACE MOTION
 FY3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3780+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1997
 FY3780
 FY3780  HISTORY     - Date     Condition        Report By
 FY3780  HISTORY     - 1988     MONUMENTED       NCGS
 FY3780  HISTORY     - 19930405 GOOD             NCGS
 FY3780  HISTORY     - 19970424 GOOD             NCGS
 FY3780
 FY3780                          STATION DESCRIPTION
 FY3780
 FY3780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FY3780'STATION IS LOCATED ABOUT 14.5 KM (9.0 MILES) EAST-SOUTHEAST OF
 FY3780'WARRENTON, IN THE GROVE HILL COMMUNITY.
 FY3780'PROCEED ALONG NC 43 FOR 6.9 KM (4.3 MI) EAST-SOUTHEAST FROM NC 58
 FY3780'INTERSECTION TO SR 1512 INTERSECTION, THENCE 1.0 KM (0.6 MILES)
 FY3780'NORTHEAST ALONG SR 1512, IN CENTER OF WALKWAY LEADING TO ABANDONED
 FY3780'FRAME HOUSE.
 FY3780'STATION IS A STANDARD AZ MK DISK STAMPED---99 HLZ 1988---, SET IN TOP
 FY3780'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 6 CM BELOW
 FY3780'GROUND SURFACE. LOCATED 7.9 METERS (26.0 FT) SOUTH OF THE CENTERLINE
 FY3780'OF ROAD, 2.4 METERS (7.7 FEET) SOUTH-SOUTHEAST OF WEST END OF WALKWAY
 FY3780'CULVERT, 27.6 METERS (90.7 FEET) NORTH OF CENTER STONE SUPPORT OF
 FY3780'PORCH OF ABANDONED HOUSE, 40.5 METERS (132.9 FEET) WEST-SOUTHWEST OF
 FY3780'TELEPHONE PEDESTAL AND 7.1 METERS (23.2 FEET) EAST-NORTHEAST OF 2-
 FY3780'INCH CEDAR WITH REFERENCE TAG.
 FY3780'STATION IS LEVEL WITH ROAD.
 FY3780
 FY3780                          STATION RECOVERY (1993)
 FY3780
 FY3780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FY3780'RECOVERED AS DESCRIBED.
 FY3780
 FY3780                          STATION RECOVERY (1997)
 FY3780
 FY3780'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 FY3780'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0443 ***********************************************************************
 EB0443  DESIGNATION -  99 JJS
 EB0443  PID         -  EB0443
 EB0443  STATE/COUNTY-  NC/COLUMBUS
 EB0443  USGS QUAD   -  CHADBOURN (1986)
 EB0443
 EB0443                         *CURRENT SURVEY CONTROL
 EB0443  ___________________________________________________________________
 EB0443* NAD 83(2001)-  34 19 20.59212(N)    078 47 10.32628(W)     ADJUSTED  
 EB0443* NAVD 88     -        28.254  (meters)      92.70   (feet)  ADJUSTED  
 EB0443  ___________________________________________________________________
 EB0443  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 EB0443  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EB0443  DYNAMIC HT  -          28.227 (meters)      92.61  (feet)  COMP
 EB0443  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EB0443
 EB0443  HORZ ORDER  -  SECOND
 EB0443  VERT ORDER  -  FIRST     CLASS I
 EB0443
 EB0443.The horizontal coordinates were established by classical geodetic methods
 EB0443.and adjusted by the National Geodetic Survey in August 2005.
 EB0443
 EB0443.The orthometric height was determined by differential leveling
 EB0443.and adjusted in June 1991.
 EB0443
 EB0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0443
 EB0443.The geoid height was determined by GEOID03.
 EB0443
 EB0443.The dynamic height is computed by dividing the NAVD 88
 EB0443.geopotential number by the normal gravity value computed on the
 EB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0443.degrees latitude (g = 980.6199 gals.).
 EB0443
 EB0443.The modeled gravity was interpolated from observed gravity values.
 EB0443
 EB0443;                    North         East     Units Scale Factor Converg.
 EB0443;SPC NC       -    63,518.388   629,278.041   MT  1.00000305   +0 07 24.2
 EB0443;SPC NC       -   208,393.24  2,064,556.37   sFT  1.00000305   +0 07 24.2
 EB0443;UTM  17      - 3,800,121.891   703,682.514   MT  1.00011141   +1 14 55.2
 EB0443
 EB0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0443!SPC NC       -   1.00000097  x   1.00000305  =   1.00000402
 EB0443!UTM  17      -   1.00000097  x   1.00011141  =   1.00011238
 EB0443
 EB0443                          SUPERSEDED SURVEY CONTROL
 EB0443
 EB0443  NAD 83(1986)-  34 19 20.59210(N)    078 47 10.33070(W) AD(       ) 2
 EB0443  NAD 27      -  34 19 19.98889(N)    078 47 11.25820(W) AD(       ) 2
 EB0443  NGVD 29 (10/06/93)   28.557  (m)           93.69   (f) ADJUSTED    1 1
 EB0443
 EB0443.Superseded values are not recommended for survey control.
 EB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0443.See file dsdata.txt to determine how the superseded data were derived.
 EB0443
 EB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0368300122(NAD 83)
 EB0443_MARKER: DD = SURVEY DISK
 EB0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0443_STAMPING: 99 JJS 1951 94 FT
 EB0443_MARK LOGO: USGS  
 EB0443_PROJECTION: PROJECTING 15 CENTIMETERS
 EB0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0443+STABILITY: SURFACE MOTION
 EB0443
 EB0443  HISTORY     - Date     Condition        Report By
 EB0443  HISTORY     - 1971     MONUMENTED       USGS
 EB0443  HISTORY     - 1963     GOOD             NGS
 EB0443  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0443  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0443
 EB0443                          STATION DESCRIPTION
 EB0443
 EB0443'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 EB0443'99JJS USGS BM IS 60.9 FT SSW OF STATION PACIFIC.  63 FT SW OF
 EB0443'CENTER OF CROSSING, 65 FT W OF MILEPOST C-295, 26.5 FT S OF S
 EB0443'RAIL, AND SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES.
 EB0443'
 EB0443'STATION PACIFIC IS LOCATED APPROXIMATELY 2.4 MILES EAST OF CHADBOURN
 EB0443'AND 4.7 MILES WSW OF WHITEVILLE.  TO REACH STATION PACIFIC PROCEED
 EB0443'FROM THE INTERSECTION OF U.S. 74-76 AND SR 1436.  GO SOUTH AND EAST
 EB0443'ALONG SR 1436 FOR 0.55 MILE TO DIRT DRIVE SOUTH ACROSS RAILROAD AND
 EB0443'MARK ON RIGHT, IN SOUTHWEST QUADRANT OF INTERSECTION.  AND 1.0 MILE
 EB0443'WEST OF INTERSECTION SR 1436 AND SR 1435 S.
 EB0443
 EB0443                          STATION RECOVERY (1963)
 EB0443
 EB0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0443'2.2 MI E FROM CHADBOURN.
 EB0443'ABOUT 2.2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0443'FROM THE STATION AT CHADBOURN, AT A FARM ROAD CROSSING, AT
 EB0443'MILEPOST C 295, 63 FEET SOUTHWEST OF CENTER OF CROSSING, 26.5
 EB0443'FEET SOUTH OF SOUTH RAIL, 65 FEET WEST OF MILEPOST C 295, 6 1/2
 EB0443'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT WEST OF A CREOSOTE
 EB0443'WITNESS POST, 1 FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF
 EB0443'A CONCRETE POST PROJECTING 4 INCHES.
 EB0443
 EB0443                          STATION RECOVERY (1979)
 EB0443
 EB0443'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB0443'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES EAST OF CHADBOURN.
 EB0443'
 EB0443'THE STATION IS LOCATED 2.3 MILES SOUTHEAST ALONG US 74, US 76 AND
 EB0443'NC 130 (STRAWBERRY BLVD) FROM INTERSECTION WITH NC 410 IN CHADBOURN,
 EB0443'THENCE 0.55 MILE SOUTH AND EAST ALONG SR 1436 AT FARM ROAD CROSSING
 EB0443'RAILROAD AND MILE POST 295, 2.2 MILES EAST OF CHADBOURN RAILROAD
 EB0443'STATION.
 EB0443'
 EB0443'DISK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS 6 INCHES ABOVE
 EB0443'THE GROUND SURFACE.  THE MARK IS 63 FEET SOUTHWEST OF CROSSING, 125.7
 EB0443'FEET SOUTH OF CENTERLINE OF STATE ROAD, 26.5 FEET SOUTH OF SOUTH RAIL,
 EB0443'65.0 FEET WEST OF MILE POST AND 95.0 FEET SOUTH OF TELEPHONE PEDESTAL.
 EB0443
 EB0443                          STATION RECOVERY (1979)
 EB0443
 EB0443'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0443'THIS MARK APPEARS TO BE SLIGHTLY LEANING WESTWARD, BUT IS STABLE.
 EB0443'2.3 MILES SOUTHEAST ALONG U.S. 74, U.S. 76 AND N.C. 130
 EB0443'(STRAWBERRY BOULEVARD) FROM INTERSECTION WITH N.C. 410 IN
 EB0443'CHADBOURN, THENCE 0.55 MILE SOUTH AND EAST ALONG SR 1436 AT FARM
 EB0443'ROAD CROSSING RAILROAD AND MILEPOST 295 AND 2.2 MILES EAST OF
 EB0443'CHADBOURN RAILROAD STATION, 63.0 FEET SOUTHWEST OF CROSSING,
 EB0443'125.7 FEET SOUTH OF CENTERLINE OF STATE ROAD, 26.5 FEET SOUTH
 EB0443'OF SOUTH RAIL, 65.0 FEET WEST OF MILEPOST AND 95.0 FEET SOUTH OF
 EB0443'TELEPHONE PEDESTAL.
 EB0443'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 EB0443'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1341 ***********************************************************************
 FY1341  DESIGNATION -  99 MAX
 FY1341  PID         -  FY1341
 FY1341  STATE/COUNTY-  NC/ROCKINGHAM
 FY1341  USGS QUAD   -  REIDSVILLE (1994)
 FY1341
 FY1341                         *CURRENT SURVEY CONTROL
 FY1341  ___________________________________________________________________
 FY1341* NAD 83(1986)-  36 17 28.     (N)    079 44 08.     (W)     SCALED    
 FY1341* NAVD 88     -       251.875  (meters)     826.36   (feet)  ADJUSTED  
 FY1341  ___________________________________________________________________
 FY1341  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FY1341  DYNAMIC HT  -         251.658 (meters)     825.65  (feet)  COMP
 FY1341  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 FY1341
 FY1341  VERT ORDER  -  SECOND    CLASS 0
 FY1341
 FY1341.The horizontal coordinates were scaled from a topographic map and have
 FY1341.an estimated accuracy of +/- 6 seconds.
 FY1341
 FY1341.The orthometric height was determined by differential leveling
 FY1341.and adjusted in June 1991.
 FY1341
 FY1341.The geoid height was determined by GEOID03.
 FY1341
 FY1341.The dynamic height is computed by dividing the NAVD 88
 FY1341.geopotential number by the normal gravity value computed on the
 FY1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1341.degrees latitude (g = 980.6199 gals.).
 FY1341
 FY1341.The modeled gravity was interpolated from observed gravity values.
 FY1341
 FY1341;                    North         East    Units  Estimated Accuracy
 FY1341;SPC NC       -   282,150.      543,520.      MT  (+/- 180 meters Scaled)
 FY1341
 FY1341                          SUPERSEDED SURVEY CONTROL
 FY1341
 FY1341  NGVD 29 (??/??/92)  252.109  (m)          827.13   (f) ADJ UNCH    2 0
 FY1341
 FY1341.Superseded values are not recommended for survey control.
 FY1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1341.See file dsdata.txt to determine how the superseded data were derived.
 FY1341
 FY1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA135169(NAD 83)
 FY1341_MARKER: DD = SURVEY DISK
 FY1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1341_SP_SET: STEP
 FY1341_STAMPING: 99 MAX 1971 827
 FY1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1341+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 FY1341
 FY1341  HISTORY     - Date     Condition        Report By
 FY1341  HISTORY     - 1971     MONUMENTED       USGS
 FY1341  HISTORY     - 1973     GOOD             NCGS
 FY1341  HISTORY     - 19960913 GOOD             USPSQD
 FY1341  HISTORY     - 20031011 GOOD             USPSQD
 FY1341
 FY1341                          STATION DESCRIPTION
 FY1341
 FY1341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1341'6.1 MI SW FROM REIDSVILLE.
 FY1341'STATION IS LOCATED IN REAR OF THE MONROETON ELEMENTARY SCHOOL
 FY1341'AT MONROETON, AND ON WEST END OF BOTTOM STEP AT ENTRANCE
 FY1341'TO CAFETERIA, 31.2 FT SSW OF NW CORNER OF SCHOOL BUILDING,
 FY1341'0.7 FT ENE OF BOTTOM RAIL POST.  DISK IS SET FLUSH IN DRILL HOLE
 FY1341'IN CONCRETE STEPS.
 FY1341
 FY1341                          STATION RECOVERY (1996)
 FY1341
 FY1341'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY1341'RECOVERED IN GOOD CONDITION.
 FY1341
 FY1341                          STATION RECOVERY (2003)
 FY1341
 FY1341'RECOVERY NOTE BY US POWER SQUADRON 2003 (CSB)
 FY1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0653 ***********************************************************************
 FA0653  DESIGNATION -  996 MC
 FA0653  PID         -  FA0653
 FA0653  STATE/COUNTY-  NC/CATAWBA
 FA0653  USGS QUAD   -  NEWTON (1993)
 FA0653
 FA0653                         *CURRENT SURVEY CONTROL
 FA0653  ___________________________________________________________________
 FA0653* NAD 83(1986)-  35 39 47.     (N)    081 13 18.     (W)     SCALED    
 FA0653* NAVD 88     -       303.359  (meters)     995.27   (feet)  ADJUSTED  
 FA0653  ___________________________________________________________________
 FA0653  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA0653  DYNAMIC HT  -         303.075 (meters)     994.34  (feet)  COMP
 FA0653  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FA0653
 FA0653  VERT ORDER  -  FIRST     CLASS II
 FA0653
 FA0653.The horizontal coordinates were scaled from a topographic map and have
 FA0653.an estimated accuracy of +/- 6 seconds.
 FA0653
 FA0653.The orthometric height was determined by differential leveling
 FA0653.and adjusted in June 1991.
 FA0653
 FA0653.The geoid height was determined by GEOID03.
 FA0653
 FA0653.The dynamic height is computed by dividing the NAVD 88
 FA0653.geopotential number by the normal gravity value computed on the
 FA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0653.degrees latitude (g = 980.6199 gals.).
 FA0653
 FA0653.The modeled gravity was interpolated from observed gravity values.
 FA0653
 FA0653;                    North         East    Units  Estimated Accuracy
 FA0653;SPC NC       -   214,470.      408,480.      MT  (+/- 180 meters Scaled)
 FA0653
 FA0653                          SUPERSEDED SURVEY CONTROL
 FA0653
 FA0653  NGVD 29 (??/??/92)  303.58   (m)          996.0    (f) COMPUTED    1 2
 FA0653
 FA0653.Superseded values are not recommended for survey control.
 FA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0653.See file dsdata.txt to determine how the superseded data were derived.
 FA0653
 FA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV799466(NAD 83)
 FA0653_MARKER: DD = SURVEY DISK
 FA0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0653_SP_SET: BUILDING
 FA0653_STAMPING: 996
 FA0653_MARK LOGO: USGS  
 FA0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0653+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 FA0653
 FA0653  HISTORY     - Date     Condition        Report By
 FA0653  HISTORY     - UNK      MONUMENTED       USGS
 FA0653  HISTORY     - 1933     GOOD             CGS
 FA0653  HISTORY     - 20041007 GOOD             USPSQD
 FA0653
 FA0653                          STATION DESCRIPTION
 FA0653
 FA0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FA0653'AT NEWTON.
 FA0653'SET VERTICALLY IN NORTH WALL NEAR NORTH WEST CORNER OF CATAWBA
 FA0653'COUNTY COURTHOUSE.  ONE FOOT EAST OF WEST WALL.  TWENTY SEVEN
 FA0653'FEET WEST OF NORTHERN ENTRANCE TO COURTHOUSE.  SIXTY SIX FEET
 FA0653'SOUTH OF CENTER LINE OF EAST FIRST ST.  ONE HUNDRED FIVE FEET
 FA0653'EAST OF CENTER LINE OF MAIN ST.  SIX INCHES ABOVE WATER TABLE,
 FA0653'THREE FEET ABOVE GROUND.
 FA0653
 FA0653                          STATION RECOVERY (2004)
 FA0653
 FA0653'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 FA0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0654 ***********************************************************************
 FA0654  DESIGNATION -  996 RESET
 FA0654  PID         -  FA0654
 FA0654  STATE/COUNTY-  NC/CATAWBA
 FA0654  USGS QUAD   -  NEWTON (1993)
 FA0654
 FA0654                         *CURRENT SURVEY CONTROL
 FA0654  ___________________________________________________________________
 FA0654* NAD 83(1986)-  35 39 47.     (N)    081 13 19.     (W)     SCALED    
 FA0654* NAVD 88     -       303.366  (meters)     995.29   (feet)  ADJUSTED  
 FA0654  ___________________________________________________________________
 FA0654  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA0654  DYNAMIC HT  -         303.081 (meters)     994.36  (feet)  COMP
 FA0654  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FA0654
 FA0654  VERT ORDER  -  FIRST     CLASS I
 FA0654
 FA0654.The horizontal coordinates were scaled from a topographic map and have
 FA0654.an estimated accuracy of +/- 6 seconds.
 FA0654
 FA0654.The orthometric height was determined by differential leveling
 FA0654.and adjusted in June 1991.
 FA0654.WARNING-Repeat measurements at this control monument indicate possible
 FA0654.vertical movement.
 FA0654
 FA0654.The geoid height was determined by GEOID03.
 FA0654
 FA0654.The dynamic height is computed by dividing the NAVD 88
 FA0654.geopotential number by the normal gravity value computed on the
 FA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0654.degrees latitude (g = 980.6199 gals.).
 FA0654
 FA0654.The modeled gravity was interpolated from observed gravity values.
 FA0654
 FA0654;                    North         East    Units  Estimated Accuracy
 FA0654;SPC NC       -   214,470.      408,450.      MT  (+/- 180 meters Scaled)
 FA0654
 FA0654                          SUPERSEDED SURVEY CONTROL
 FA0654
 FA0654  NGVD 29 (??/??/92)  303.573  (m)          995.97   (f) ADJ UNCH    1 1
 FA0654
 FA0654.Superseded values are not recommended for survey control.
 FA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0654.See file dsdata.txt to determine how the superseded data were derived.
 FA0654
 FA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV799466(NAD 83)
 FA0654_MARKER: DD = SURVEY DISK
 FA0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0654_SP_SET: BUILDING
 FA0654_STAMPING: 996.127 996
 FA0654_MARK LOGO: USGS  
 FA0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0654+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 FA0654
 FA0654  HISTORY     - Date     Condition        Report By
 FA0654  HISTORY     - 1924     MONUMENTED       USGS
 FA0654  HISTORY     - 1967     GOOD             CGS
 FA0654  HISTORY     - 1982     GOOD             NGS
 FA0654  HISTORY     - 20041007 GOOD             USPSQD
 FA0654
 FA0654                          STATION DESCRIPTION
 FA0654
 FA0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0654'1.2 MI S FROM NEWTON.
 FA0654'ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0654'FROM THE STATION AT NEWTON, THENCE 0.05 MILE WEST ALONG 5TH
 FA0654'STREET, THENCE 0.25 MILE SOUTH ALONG NORTH COLLEGE AVENUE, THENCE
 FA0654'0.05 MILE WEST ALONG EAST 1ST STREET, 69 FEET SOUTH OF THE
 FA0654'CENTERLINE OF EAST 1ST STREET, SET VERTICALLY IN THE NORTH FACE
 FA0654'OF THE NORTH LIMESTONE WALL OF THE CATAWBA COUNTY COURTHOUSE,
 FA0654'1.0 FOOT EAST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 117 1/2
 FA0654'FEET EAST OF THE CENTERLINE OF NORTH MAIN STREET WHICH IS STATE
 FA0654'HIGHWAY 16, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND.
 FA0654
 FA0654                          STATION RECOVERY (1982)
 FA0654
 FA0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FA0654'RECOVERED IN GOOD CONDITION.
 FA0654
 FA0654                          STATION RECOVERY (2004)
 FA0654
 FA0654'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 FA0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0647 ***********************************************************************
 FA0647  DESIGNATION -  997
 FA0647  PID         -  FA0647
 FA0647  STATE/COUNTY-  NC/CATAWBA
 FA0647  USGS QUAD   -  NEWTON (1993)
 FA0647
 FA0647                         *CURRENT SURVEY CONTROL
 FA0647  ___________________________________________________________________
 FA0647* NAD 83(1986)-  35 39 47.     (N)    081 13 18.     (W)     SCALED    
 FA0647* NAVD 88     -       303.599  (meters)     996.06   (feet)  ADJUSTED  
 FA0647  ___________________________________________________________________
 FA0647  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA0647  DYNAMIC HT  -         303.314 (meters)     995.12  (feet)  COMP
 FA0647  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 FA0647
 FA0647  VERT ORDER  -  FIRST     CLASS II
 FA0647
 FA0647.The horizontal coordinates were scaled from a topographic map and have
 FA0647.an estimated accuracy of +/- 6 seconds.
 FA0647
 FA0647.The orthometric height was determined by differential leveling
 FA0647.and adjusted in June 1991.
 FA0647
 FA0647.The geoid height was determined by GEOID03.
 FA0647
 FA0647.The dynamic height is computed by dividing the NAVD 88
 FA0647.geopotential number by the normal gravity value computed on the
 FA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0647.degrees latitude (g = 980.6199 gals.).
 FA0647
 FA0647.The modeled gravity was interpolated from observed gravity values.
 FA0647
 FA0647;                    North         East    Units  Estimated Accuracy
 FA0647;SPC NC       -   214,470.      408,480.      MT  (+/- 180 meters Scaled)
 FA0647
 FA0647                          SUPERSEDED SURVEY CONTROL
 FA0647
 FA0647  NGVD 29 (??/??/92)  303.82   (m)          996.8    (f) COMPUTED    1 2
 FA0647
 FA0647.Superseded values are not recommended for survey control.
 FA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0647.See file dsdata.txt to determine how the superseded data were derived.
 FA0647
 FA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV799466(NAD 83)
 FA0647_MARKER: Z = SEE DESCRIPTION
 FA0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0647_SP_SET: MONUMENT
 FA0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0647
 FA0647  HISTORY     - Date     Condition        Report By
 FA0647  HISTORY     - UNK      MONUMENTED       USGS
 FA0647  HISTORY     - 1935     GOOD             NGS
 FA0647  HISTORY     - 1967     MARK NOT FOUND   USGS
 FA0647
 FA0647                          STATION DESCRIPTION
 FA0647
 FA0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FA0647'AT NEWTON.
 FA0647'AT NEWTON, CATAWBA COUNTY, AT THE NORTHWEST CORNER OF THE
 FA0647'COUNTY COURTHOUSE YARD, ON THE SOUTHEAST CORNER OF THE HIGHEST
 FA0647'SILL OF THE CONFEDERATE MONUMENT, AND JUST BELOW THE INSCRIPTION.
 FA0647'AN UNMARKED POINT.
 FA0647
 FA0647                          STATION RECOVERY (1967)
 FA0647
 FA0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FA0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2633 ***********************************************************************
 EA2633  DESIGNATION -  A
 EA2633  PID         -  EA2633
 EA2633  STATE/COUNTY-  NC/NEW HANOVER
 EA2633  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2633
 EA2633                         *CURRENT SURVEY CONTROL
 EA2633  ___________________________________________________________________
 EA2633* NAD 83(2001)-  34 04 12.04514(N)    077 55 30.09255(W)     ADJUSTED  
 EA2633* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2633  ___________________________________________________________________
 EA2633  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 EA2633  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EA2633  HORZ ORDER  -  THIRD
 EA2633
 EA2633.The horizontal coordinates were established by classical geodetic methods
 EA2633.and adjusted by the National Geodetic Survey in August 2005.
 EA2633
 EA2633.The orthometric height was scaled from a topographic map.
 EA2633
 EA2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2633
 EA2633.The geoid height was determined by GEOID03.
 EA2633
 EA2633;                    North         East     Units Scale Factor Converg.
 EA2633;SPC NC       -    36,038.502   708,837.267   MT  1.00008332   +0 37 13.6
 EA2633;SPC NC       -   118,236.32  2,325,576.93   sFT  1.00008332   +0 37 13.6
 EA2633;UTM  18      - 3,773,780.949   230,058.027   MT  1.00049836   -1 38 22.6
 EA2633;UTM  17      - 3,774,187.377   783,785.145   MT  1.00059288   +1 43 25.6
 EA2633
 EA2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2633!SPC NC       -   1.00000573  x   1.00008332  =   1.00008905
 EA2633!UTM  18      -   1.00000573  x   1.00049836  =   1.00050409
 EA2633!UTM  17      -   1.00000573  x   1.00059288  =   1.00059861
 EA2633
 EA2633|---------------------------------------------------------------------|
 EA2633| PID    Reference Object                     Distance      Geod. Az  |
 EA2633|                                                           dddmmss.s |
 EA2633| EA2673 JOIN                                 32.401 METERS 00711     |
 EA2633| EA2636 BEACON 21                           APPROX. 6.5 KM 1851559.0 |
 EA2633| EA2680 LOWER MIDNIGHT CHAN R RNG LT        APPROX. 2.4 KM 1864418.4 |
 EA2633| EA2709 UNLIGHTED BEACON 17                 APPROX. 6.6 KM 1920634.8 |
 EA2633| EA2663 FISH FACTORY EAST GABLE POLE        APPROX. 5.0 KM 2010127.9 |
 EA2633| EA2664 FISH FACTORY IRON STACK             APPROX. 5.1 KM 2020342.0 |
 EA2633| EA2685 OLD BEACON MARKED 3                 APPROX. 3.7 KM 2065202.2 |
 EA2633| EA2692 ORTON POINT RUINED LIGHTHOUSE       APPROX. 1.9 KM 2254139.7 |
 EA2633| EA2687 ORTON CHURCH WHITE CUPOLA           APPROX. 3.0 KM 2261101.5 |
 EA2633| EA2696 ORTON WHARF CHIMNEY                 APPROX. 1.8 KM 2284633.9 |
 EA2633| EA2691 ORTON POINT LARGE BARN E GABLE      APPROX. 2.5 KM 2361753.1 |
 EA2633| EA2690 ORTON GREEN TANK                    APPROX. 2.6 KM 2370521.9 |
 EA2633| EA2686 ORTON CHURCH CUPOLA                 APPROX. 2.4 KM 2395610.7 |
 EA2633| EA2695 ORTON TALL FLAGSTAFF                APPROX. 2.3 KM 2413352.6 |
 EA2633| EA2693 ORTON SHORT FLAGSTAFF               APPROX. 2.2 KM 2423005.2 |
 EA2633| EA2676 KENDALL WHARF EAST GABLE            APPROX. 1.4 KM 2583910.1 |
 EA2633| EA2675 KENDALL RED TANK                    APPROX. 2.1 KM 2654028.6 |
 EA2633| EA2688 ORTON COVE UPPER RNG F LT           APPROX. 0.6 KM 2721203.7 |
 EA2633| EA2712 WHITE TOPPED STACK                  APPROX. 1.9 KM 2764118.9 |
 EA2633| EA2698 PIER                                192.278 METERS 29441     |
 EA2633| EA2679 LOWER LILIPUT CHAN RANGE BN 16      APPROX. 1.9 KM 3452147.4 |
 EA2633| EA2689 ORTON COVE UPPER RNG LT BN 17       APPROX. 1.1 KM 3530854.0 |
 EA2633| EA2678 LOWER LILIPUT CHAN RANGE BN 15      APPROX. 2.9 KM 3544357.9 |
 EA2633| EA2640 BIG IS LOWER RNG REAR LT BN 14      APPROX. 5.0 KM 3562950.6 |
 EA2633|---------------------------------------------------------------------|
 EA2633
 EA2633                          SUPERSEDED SURVEY CONTROL
 EA2633
 EA2633  NAD 83(1986)-  34 04 12.05643(N)    077 55 30.10482(W) AD(       ) 3
 EA2633  NAD 27      -  34 04 11.43900(N)    077 55 31.15100(W) AD(       ) 3
 EA2633
 EA2633.Superseded values are not recommended for survey control.
 EA2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2633.See file dsdata.txt to determine how the superseded data were derived.
 EA2633
 EA2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3005873781(NAD 83)
 EA2633_MARKER: DS = TRIANGULATION STATION DISK
 EA2633_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2633_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2633_STAMPING: A 1917
 EA2633_MARK LOGO: USE   
 EA2633
 EA2633  HISTORY     - Date     Condition        Report By
 EA2633  HISTORY     - 1917     MONUMENTED       USE
 EA2633  HISTORY     - 1921     GOOD             CGS
 EA2633  HISTORY     - 1957     GOOD             USN
 EA2633  HISTORY     - 1964     GOOD             CGS
 EA2633  HISTORY     - 1975     GOOD             NGS
 EA2633  HISTORY     - 1985     SEE DESCRIPTION  USE
 EA2633  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EA2633  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2633
 EA2633                          STATION DESCRIPTION
 EA2633
 EA2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 EA2633'STATION IS ON THE E SIDE OF CAPE FEAR RIVER, ON THE N SIDE OF
 EA2633'THE TRACK AND WHARF OF THE RAILWAY WHICH RUNS TO CAROLINA BEACH,
 EA2633'22.22 METERS (72.9 FEET) NE OF THE N RAIL.  STATION MARK IS A
 EA2633'STANDARD BRONZE DISK SET IN CONCRETE IN THE TOP OF A TILE.
 EA2633'WITNESS MARK IS A TRIANGULAR BLAZE IN A
 EA2633'TREE WITH A NAIL AT THE CENTER AND EACH APEX OF THE
 EA2633'TRIANGLE.  THE STATION WAS ORIGINALLY MARKED BY THE U.S. ARMY
 EA2633'ENGINEERS BY A SQUARE PLATFORM OF CONCRETE WITH A 4-INCH
 EA2633'SQUARE HOLE AT THE CENTER.  THIS WAS FOUND BURIED IN SAND TO A
 EA2633'DEPTH OF 2 FEET AND REMAINS IN PLACE AS AN UNDERGROUND MARK.
 EA2633'
 EA2633'ONE WITNESS MARK, A YOUNG PINE TREE, IS 25.98 METERS
 EA2633'(85.2 FEET) FROM THE STATION N 27 DEG 18 MIN E.
 EA2633'
 EA2633'ANOTHER, ALIVE OAK TREE, IS 38.14 METERS (125.1 FEET) FROM THE
 EA2633'STATION S 57 DEG 30 MIN E.
 EA2633
 EA2633                          STATION RECOVERY (1957)
 EA2633
 EA2633'RECOVERY NOTE BY US NAVY 1957
 EA2633'STATION FOUND IN EXCELLENT CONDITION.  THERE HAS BEEN SOME
 EA2633'EROSION AND MONUMENT IS EXPOSED, BUT HAS LARGE CONCRETE BASE
 EA2633'AND IS SOLID.  TOP IS 36 IN. ABOVE SURFACE OF THE GROUND.
 EA2633'
 EA2633'MONUMENT HAS BEEN TIED INTO THE UNITED STATES COAST AND
 EA2633'GEODETIC SURVEY ARC.  ESTABLISHED BY ARMY ENGINEERS IN
 EA2633'1917.  NO REFERENCE MARKS SET.  STATION JOIN (ABOUT 100 FT. TO
 EA2633'THE N) HAS DISAPPEARED.  UNABLE TO FIND ANY EVIDENCE OF
 EA2633'MONUMENT OR OLD STATION.
 EA2633'
 EA2633'OLD WHARF PILES (USED AS A GENERAL REFERENCE) ARE BEGINNING TO
 EA2633'DISAPPEAR.  LATEST DESCRIPTION FOR STATION IS GOOD.
 EA2633
 EA2633                          STATION RECOVERY (1964)
 EA2633
 EA2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2633'STATION FOUND IN GOOD CONDITION.  THE WITNESS TREES ARE
 EA2633'GONE.  THE ORIGINAL DESCRIPTION BY W.C.H. IS ADEQUATE WITH THE
 EA2633'FOLLOWING ADDITIONS--
 EA2633'
 EA2633'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 6 INCH
 EA2633'ROUND CONCRETE MONUMENT PROJECTING 1.5 FEET AND STAMPED A
 EA2633'1917.  IT IS 75.0 FEET NORTHEAST OF CENTERLINE OF ABANDONED
 EA2633'RAILWAY ROAD BED, 12.0 FEET EAST OF M.H.W.L. RIVER AND 3.0 FEET
 EA2633'SOUTH OF A WITNESS POST.
 EA2633
 EA2633                          STATION RECOVERY (1975)
 EA2633
 EA2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (GWJ)
 EA2633'THE STATION MARK IS GONE AND CONCRETE MONUMENT HAS BEEN MOVED
 EA2633'TO ONE SIDE.  THE SUBSURFACE STATION IS NOW UNCOVERED ALL
 EA2633'OVER, BUT IT DOESNT APPEAR TO HAVE BEEN MOVED.
 EA2633
 EA2633                          STATION RECOVERY (1985)
 EA2633
 EA2633'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 EA2633'STATION FOUND DESTROYED, EROSION HAS CAUSED THE MONUMENT TO MOVE.
 EA2633'DESCRIPTION IS ADEQUATE.
 EA2633
 EA2633                          STATION RECOVERY (1988)
 EA2633
 EA2633'RECOVERY NOTE BY US POWER SQUADRON 1988 (HWW)
 EA2633'MARK NOT FOUND.
 EA2633
 EA2633                          STATION RECOVERY (2004)
 EA2633
 EA2633'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3441 ***********************************************************************
 EY3441  DESIGNATION -  A
 EY3441  PID         -  EY3441
 EY3441  STATE/COUNTY-  NC/HYDE
 EY3441  USGS QUAD   -  PAMLICO BEACH (1974)
 EY3441
 EY3441                         *CURRENT SURVEY CONTROL
 EY3441  ___________________________________________________________________
 EY3441* NAD 83(2001)-  35 27 58.61749(N)    076 33 21.36976(W)     ADJUSTED  
 EY3441* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3441  ___________________________________________________________________
 EY3441  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EY3441  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EY3441  HORZ ORDER  -  THIRD
 EY3441
 EY3441.The horizontal coordinates were established by classical geodetic methods
 EY3441.and adjusted by the National Geodetic Survey in August 2005.
 EY3441
 EY3441.The orthometric height was scaled from a topographic map.
 EY3441
 EY3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3441
 EY3441.The geoid height was determined by GEOID03.
 EY3441
 EY3441;                    North         East     Units Scale Factor Converg.
 EY3441;SPC NC       -   193,118.282   831,393.160   MT  0.99987958   +1 24 38.3
 EY3441;SPC NC       -   633,588.90  2,727,662.39   sFT  0.99987958   +1 24 38.3
 EY3441;UTM  18      - 3,925,866.433   358,822.673   MT  0.99984562   -0 54 10.6
 EY3441
 EY3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3441!SPC NC       -   1.00000575  x   0.99987958  =   0.99988533
 EY3441!UTM  18      -   1.00000575  x   0.99984562  =   0.99985137
 EY3441
 EY3441|---------------------------------------------------------------------|
 EY3441| PID    Reference Object                     Distance      Geod. Az  |
 EY3441|                                                           dddmmss.s |
 EY3441| EY4715 A WM 1                               12.330 METERS 02634     |
 EY3441| EY4716 A WM 2                                6.270 METERS 08734     |
 EY3441| EY3445 C                                   473.852 METERS 1404947.8 |
 EY3441| EY3470 WOODSTOCK 2                         APPROX. 4.2 KM 2952259.7 |
 EY3441|---------------------------------------------------------------------|
 EY3441
 EY3441                          SUPERSEDED SURVEY CONTROL
 EY3441
 EY3441  NAD 83(1986)-  35 27 58.62806(N)    076 33 21.38174(W) AD(       ) 3
 EY3441  NAD 27      -  35 27 58.02800(N)    076 33 22.64500(W) AD(       ) 3
 EY3441
 EY3441.Superseded values are not recommended for survey control.
 EY3441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3441.See file dsdata.txt to determine how the superseded data were derived.
 EY3441
 EY3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5882325866(NAD 83)
 EY3441_MARKER: I = METAL ROD
 EY3441_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3441_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3441
 EY3441  HISTORY     - Date     Condition        Report By
 EY3441  HISTORY     - 1914     MONUMENTED       USE
 EY3441  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3441
 EY3441                          STATION DESCRIPTION
 EY3441
 EY3441'DESCRIBED BY US ENGINEERS 1914 (PCW)
 EY3441'STATION IS ON THE E SIDE OF PUNGO RIVER, ABOUT 3/4 MILE BELOW
 EY3441'QUILLEY POINT WHICH IS AT THE N END OF ENTRANCE TO SLADE CREEK,
 EY3441'ON A SMALL GRASSY POINT REACHING OUT ABOUT 10 YARDS FROM THE
 EY3441'TIMBER LINE, 100 FEET N OF A WIRE FENCE WHICH RUNS DOWN TO THE
 EY3441'WATER, ON RANGE WITH SANDY POINT AND A HOUSE ON THE W SIDE OF
 EY3441'THE RIVER, 5 YARDS BACK FROM THE TIP OF THE POINT.
 EY3441'
 EY3441'THE STATION IS MARKED BY 1 1/2-INCH GALVANIZED-IRON PIPE, 5
 EY3441'FEET LONG, DRIVEN IN THE GROUND AND PROJECTING 8 INCHES.
 EY3441'
 EY3441'THE WITNESS MARKS ARE SPIKES IN BLAZED PINE TREES.  WITNESS MARK
 EY3441'NO. 1 IS 12.33 METERS (40.5 FEET) FROM THE STATION N 26 DEG 34
 EY3441'MIN E.  WITNESS MARK NO. 2 IS 6.27 METERS (20.6 FEET)
 EY3441'FROM THE STATION N 87 DEG 34 MIN E.
 EY3441
 EY3441                          STATION RECOVERY (1949)
 EY3441
 EY3441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3441'STATION LOST.  A THOROUGH SEARCH FAILED TO REVEAL ANY TRACE OF
 EY3441'THE STATION.  IT IS BELIEVED THAT IT WAS DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3670 ***********************************************************************
 EY3670  DESIGNATION -  A
 EY3670  PID         -  EY3670
 EY3670  STATE/COUNTY-  NC/PAMLICO
 EY3670  USGS QUAD   -  VANDEMERE (1993)
 EY3670
 EY3670                         *CURRENT SURVEY CONTROL
 EY3670  ___________________________________________________________________
 EY3670* NAD 83(2001)-  35 08 45.06083(N)    076 41 25.94539(W)     ADJUSTED  
 EY3670* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3670  ___________________________________________________________________
 EY3670  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EY3670  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3670  HORZ ORDER  -  THIRD
 EY3670
 EY3670.The horizontal coordinates were established by classical geodetic methods
 EY3670.and adjusted by the National Geodetic Survey in August 2005.
 EY3670
 EY3670.The orthometric height was scaled from a topographic map.
 EY3670
 EY3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3670
 EY3670.The geoid height was determined by GEOID03.
 EY3670
 EY3670;                    North         East     Units Scale Factor Converg.
 EY3670;SPC NC       -   157,289.157   820,007.350   MT  0.99987429   +1 19 58.6
 EY3670;SPC NC       -   516,039.51  2,690,307.45   sFT  0.99987429   +1 19 58.6
 EY3670;UTM  18      - 3,890,525.557   346,002.020   MT  0.99989228   -0 58 24.1
 EY3670
 EY3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3670!SPC NC       -   1.00000576  x   0.99987429  =   0.99988005
 EY3670!UTM  18      -   1.00000576  x   0.99989228  =   0.99989804
 EY3670
 EY3670:                Primary Azimuth Mark                     Grid Az
 EY3670:SPC NC       -  WHITE                                    058 18 11.9
 EY3670:UTM  18      -  WHITE                                    060 36 34.6
 EY3670
 EY3670|---------------------------------------------------------------------|
 EY3670| PID    Reference Object                     Distance      Geod. Az  |
 EY3670|                                                           dddmmss.s |
 EY3670| EY3669 WHITE                               APPROX. 0.7 KM 0593810.5 |
 EY3670|---------------------------------------------------------------------|
 EY3670
 EY3670                          SUPERSEDED SURVEY CONTROL
 EY3670
 EY3670  NAD 83(1986)-  35 08 45.07390(N)    076 41 25.95773(W) AD(       ) 3
 EY3670  NAD 27      -  35 08 44.44700(N)    076 41 27.19100(W) AD(       ) 3
 EY3670
 EY3670.Superseded values are not recommended for survey control.
 EY3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3670.See file dsdata.txt to determine how the superseded data were derived.
 EY3670
 EY3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4600290526(NAD 83)
 EY3670_MARKER: I = METAL ROD
 EY3670_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3670_SP_SET: OBJECT DRIVEN INTO GROUND
 EY3670_MARK LOGO: USE   
 EY3670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3670
 EY3670  HISTORY     - Date     Condition        Report By
 EY3670  HISTORY     - 1913     MONUMENTED       CGS
 EY3670  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3670
 EY3670                          STATION DESCRIPTION
 EY3670
 EY3670'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3670'THIS STATION IS ON THE S SIDE OF BAY RIVER, ON THE SHARP,
 EY3670'FLAT, GRASSY POINT AT THE E END OF ENTRANCE, W OF SOME FARM
 EY3670'DWELLINGS, OUT IN FRONT OF A CULTIVATED FIELD, ABOUT 5 YARDS, S,
 EY3670'W AND N FROM THE SHORE OF THE POINT.
 EY3670'
 EY3670'THE STATION IS MARKED BY A 1 1/2-INCH IRON PIPE, 5 FEET LONG
 EY3670'PROJECTING 1 FOOT ABOVE GROUND.  THERE ARE NO REFERENCE MARKS.
 EY3670
 EY3670                          STATION RECOVERY (1948)
 EY3670
 EY3670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3670'STATION LOST.  A THOROUGH SEARCH WAS MADE BY THREE MEN BUT NO
 EY3670'TRACE OF THE STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1822 ***********************************************************************
 AI1822  DESIGNATION -  A 10
 AI1822  PID         -  AI1822
 AI1822  STATE/COUNTY-  NC/MOORE
 AI1822  USGS QUAD   -  BEAR CREEK (1980)
 AI1822
 AI1822                         *CURRENT SURVEY CONTROL
 AI1822  ___________________________________________________________________
 AI1822* NAD 83(2001)-  35 30 34.81138(N)    079 25 44.76977(W)     ADJUSTED  
 AI1822* NAVD 88     -       129.55   (meters)     425.0    (feet)  LEVELING  
 AI1822  ___________________________________________________________________
 AI1822  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AI1822  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 AI1822  HORZ ORDER  -  SECOND
 AI1822  VERT ORDER  -  THIRD
 AI1822
 AI1822.The horizontal coordinates were established by classical geodetic methods
 AI1822.and adjusted by the National Geodetic Survey in August 2005.
 AI1822
 AI1822.The orthometric height was determined by differential leveling.
 AI1822.The vertical network tie was performed by a horz. field party for horz.
 AI1822.obs reductions. Reset procedures were used to establish the elevation.
 AI1822
 AI1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1822
 AI1822.The geoid height was determined by GEOID03.
 AI1822
 AI1822;                    North         East     Units Scale Factor Converg.
 AI1822;SPC NC       -   195,285.189   570,678.346   MT  0.99988269   -0 14 51.6
 AI1822;SPC NC       -   640,698.16  1,872,300.54   sFT  0.99988269   -0 14 51.6
 AI1822;UTM  17      - 3,930,700.391   642,458.324   MT  0.99985009   +0 54 45.3
 AI1822
 AI1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1822!SPC NC       -   0.99998453  x   0.99988269  =   0.99986722
 AI1822!UTM  17      -   0.99998453  x   0.99985009  =   0.99983462
 AI1822
 AI1822                          SUPERSEDED SURVEY CONTROL
 AI1822
 AI1822  NAD 83(1986)-  35 30 34.81796(N)    079 25 44.77705(W) AD(       ) 2
 AI1822
 AI1822.Superseded values are not recommended for survey control.
 AI1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1822.See file dsdata.txt to determine how the superseded data were derived.
 AI1822
 AI1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4245830700(NAD 83)
 AI1822_MARKER: DB = BENCH MARK DISK
 AI1822_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI1822+WITH SETTING: PAVEMENT
 AI1822_SP_SET: CONCRETE FOUNDATION
 AI1822_STAMPING: A 10 30TH ENGINEERS 1963 425.8
 AI1822_MARK LOGO: USGS  
 AI1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1822+STABILITY: SURFACE MOTION
 AI1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1822+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI1822
 AI1822  HISTORY     - Date     Condition        Report By
 AI1822  HISTORY     - 1963     MONUMENTED       USE
 AI1822  HISTORY     - 19891116 GOOD             NCGS
 AI1822  HISTORY     - 20060607 GOOD             GEOCAC
 AI1822
 AI1822                          STATION DESCRIPTION
 AI1822
 AI1822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1822'STATION IS LOCATED ABOUT 8.91 KM (5.55 MI) EAST-NORTHEAST OF HIGH
 AI1822'FALLS, 3.3 KM (2.05 MI) NORTH OF GLENDON, AND 18.5 KM (11.50 MI) NORTH
 AI1822'OF CARTHAGE. PROCEED ALONG SR 1006 (GLENDON-CARTHAGE ROAD) FOR 1.55 KM
 AI1822'(0.95 MI) SOUTH FROM NC 42, OR 2.5 KM (1.55 MI) NORTH FROM THE DEEP
 AI1822'RIVER BRIDGE, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH SR
 AI1822'1606 (RIVER ROAD), IN CONCRETE GAS PUMP ISLAND OF AN ABANDONED GROCERY
 AI1822'STORE. MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN GROUND. LOCATED 22.0 M
 AI1822'(72.2 FT) WEST OF THE CENTERLINE OF SR 1006, AND 14.59 M (47.87 FT)
 AI1822'EAST-SOUTHEAST OF THE NORTHEAST CORNER AND 8.35 M (27.39 FT)
 AI1822'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STORE BUILDING.
 AI1822
 AI1822                          STATION RECOVERY (2006)
 AI1822
 AI1822'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI1822'DUE TO REALIGNMENT OF THE INTERSECTION, THE STATION IS 95 FEET WEST OF
 AI1822'THE CENTERLINE OF SR1006 AND 147 FEET SOUTH OF SR1606,  AS MEASURED
 AI1822'WITH A WHEEL. THE GAS STATION IS ABANDONED. ADD THAT MARK IS 3 INCHES
 AI1822'FROM THE NORTHEAST CORNER OF THE PUMP ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0854 ***********************************************************************
 EY0854  DESIGNATION -  A 100
 EY0854  PID         -  EY0854
 EY0854  STATE/COUNTY-  NC/GREENE
 EY0854  USGS QUAD   -  WALSTONBURG (1981)
 EY0854
 EY0854                         *CURRENT SURVEY CONTROL
 EY0854  ___________________________________________________________________
 EY0854* NAD 83(1986)-  35 35 39.     (N)    077 42 44.     (W)     SCALED    
 EY0854* NAVD 88     -        36.034  (meters)     118.22   (feet)  ADJUSTED  
 EY0854  ___________________________________________________________________
 EY0854  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EY0854  DYNAMIC HT  -          36.002 (meters)     118.12  (feet)  COMP
 EY0854  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 EY0854
 EY0854  VERT ORDER  -  SECOND    CLASS 0
 EY0854
 EY0854.The horizontal coordinates were scaled from a topographic map and have
 EY0854.an estimated accuracy of +/- 6 seconds.
 EY0854
 EY0854.The orthometric height was determined by differential leveling
 EY0854.and adjusted in June 1991.
 EY0854
 EY0854.The geoid height was determined by GEOID03.
 EY0854
 EY0854.The dynamic height is computed by dividing the NAVD 88
 EY0854.geopotential number by the normal gravity value computed on the
 EY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0854.degrees latitude (g = 980.6199 gals.).
 EY0854
 EY0854.The modeled gravity was interpolated from observed gravity values.
 EY0854
 EY0854;                    North         East    Units  Estimated Accuracy
 EY0854;SPC NC       -   205,330.      726,290.      MT  (+/- 180 meters Scaled)
 EY0854
 EY0854                          SUPERSEDED SURVEY CONTROL
 EY0854
 EY0854  NGVD 29 (??/??/92)   36.360  (m)          119.29   (f) ADJ UNCH    2 0
 EY0854
 EY0854.Superseded values are not recommended for survey control.
 EY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0854.See file dsdata.txt to determine how the superseded data were derived.
 EY0854
 EY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE542423(NAD 83)
 EY0854_MARKER: DB = BENCH MARK DISK
 EY0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0854_STAMPING: A 100 1935
 EY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0854+STABILITY: SURFACE MOTION
 EY0854
 EY0854  HISTORY     - Date     Condition        Report By
 EY0854  HISTORY     - 1935     MONUMENTED       CGS
 EY0854  HISTORY     - 1976     GOOD             NGS
 EY0854  HISTORY     - 1976     GOOD             NGS
 EY0854
 EY0854                          STATION DESCRIPTION
 EY0854
 EY0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0854'0.8 MI W FROM FIELDSBORO.
 EY0854'0.8 MILE WEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 EY0854'STATION AT FIELDSBORO, GREENE COUNTY, 22 YARDS WEST OF MILEPOST
 EY0854'167, AND 46.9 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 EY0854'STAMPED A 100 1935 AND SET IN THE TOP OF A CONCRETE POST
 EY0854'PROJECTING 3 INCHES ABOVE GROUND.
 EY0854
 EY0854                          STATION RECOVERY (1976)
 EY0854
 EY0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0854'TO REACH STATION FROM INTERSECTION OF SOUTHERN RAILWAY AND NC 91 IN
 EY0854'WALSTONBURG, PROCEED WEST ALONG SOUTHERN RAILWAY FOR 0.8 MILE TO
 EY0854'STATION ON LEFT.  46.3 FT. S OF S RAIL OF RR, 3.7 FT. SSE OF 8 IN.
 EY0854'LOBLOLLY PINE WITH ALUMINUM REF. TAG, 7.0 FT. WSW OF 4 INCH LONG LEAF
 EY0854'PINE WITH ALUMINUM REF. TAG AND 46.3 FT. S OF RR TIE WITH ALUMINUM
 EY0854'REF. TAG.  DISK IS SET IN TOP OF CONCRETE MONUMENT, FLUSH WITH THE
 EY0854'SURFACE OF THE GROUND.
 EY0854
 EY0854                          STATION RECOVERY (1976)
 EY0854
 EY0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0854'TO REACH STATION FROM INTERSECTION OF SOUTHERN RAILWAY AND NC 91 IN
 EY0854'WALSTONBURG, PROCEED WEST ALONG SOUTHERN RAILWAY FOR 0.8 MILE TO
 EY0854'STATION ON LEFT.  46.3 FT. S OF S RAIL OF RR, 3.7 FT. SSE OF 8 IN.
 EY0854'LOBLOLLY PINE WITH ALUMINUM REF. TAG, 7.0 FT. WSW OF 4 INCH LONG LEAF
 EY0854'PINE WITH ALUMINUM REF. TAG AND 46.3 FT. S OF RR TIE WITH ALUMINUM
 EY0854'REF. TAG.  DISK IS SET IN TOP OF CONCRETE MONUMENT, FLUSH WITH THE
 EY0854'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0684 ***********************************************************************
 FX0684  DESIGNATION -  A 102
 FX0684  PID         -  FX0684
 FX0684  STATE/COUNTY-  NC/CHOWAN
 FX0684  USGS QUAD   -  EDENTON (1981)
 FX0684
 FX0684                         *CURRENT SURVEY CONTROL
 FX0684  ___________________________________________________________________
 FX0684* NAD 83(1986)-  36 04 16.     (N)    076 36 20.     (W)     SCALED    
 FX0684* NAVD 88     -         4.505  (meters)      14.78   (feet)  POSTED    
 FX0684  ___________________________________________________________________
 FX0684  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 FX0684  DYNAMIC HT  -           4.500 (meters)      14.76  (feet)  COMP
 FX0684  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 FX0684
 FX0684  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0684
 FX0684.The horizontal coordinates were scaled from a topographic map and have
 FX0684.an estimated accuracy of +/- 6 seconds.
 FX0684
 FX0684.The orthometric height was determined by differential leveling
 FX0684.and adjusted by the  in 1992.
 FX0684.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0684.rate of 0.0 thru 1.0 mm/km.
 FX0684
 FX0684.The geoid height was determined by GEOID03.
 FX0684
 FX0684.The dynamic height is computed by dividing the NAVD 88
 FX0684.geopotential number by the normal gravity value computed on the
 FX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0684.degrees latitude (g = 980.6199 gals.).
 FX0684
 FX0684.The modeled gravity was interpolated from observed gravity values.
 FX0684
 FX0684;                    North         East    Units  Estimated Accuracy
 FX0684;SPC NC       -   260,090.      825,270.      MT  (+/- 180 meters Scaled)
 FX0684
 FX0684                          SUPERSEDED SURVEY CONTROL
 FX0684
 FX0684  NGVD 29 (??/??/92)    4.841  (m)           15.88   (f) ADJ UNCH    2 0
 FX0684
 FX0684.Superseded values are not recommended for survey control.
 FX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0684.See file dsdata.txt to determine how the superseded data were derived.
 FX0684
 FX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE554930(NAD 83)
 FX0684_MARKER: DB = BENCH MARK DISK
 FX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0684_STAMPING: A 102 1935
 FX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0684+STABILITY: SURFACE MOTION
 FX0684
 FX0684  HISTORY     - Date     Condition        Report By
 FX0684  HISTORY     - 1935     MONUMENTED       CGS
 FX0684  HISTORY     - 1963     MARK NOT FOUND   NGS
 FX0684  HISTORY     - 1976     MARK NOT FOUND   USGS
 FX0684
 FX0684                          STATION DESCRIPTION
 FX0684
 FX0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0684'AT EDENTON.
 FX0684'AT EDENTON, CHOWAN COUNTY, 0.9 MILE NORTH ALONG THE NORFOLK
 FX0684'SOUTHERN RAILROAD FROM THE STATION, ABOUT 105 YARDS NORTHWEST
 FX0684'OF THE CENTER OF THE CROSSING OF U.S. HWY. 17 AT THE JUNCTION
 FX0684'OF THE BRANCH LEADING TO NORFOLK WITH THE BRANCH LEADING TO SUFFOLK,
 FX0684'67 YARDS SOUTHEAST OF THE SWITCH AT THE NORTHWEST END OF A
 FX0684'CONNECTING TRACK, 42 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FX0684'BRANCH LEADING TO NORFOLK, AND 20.3 FEET NORTHEAST OF THE NORTHEAST
 FX0684'RAIL OF THE BRANCH LEADING TO SUFFOLK.  A STANDARD DISK, STAMPED
 FX0684'A 102 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0684'ABOUT 1 INCH ABOVE GROUND.
 FX0684
 FX0684                          STATION RECOVERY (1976)
 FX0684
 FX0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 FX0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0184 ***********************************************************************
 EA0184  DESIGNATION -  A 103
 EA0184  PID         -  EA0184
 EA0184  STATE/COUNTY-  NC/CARTERET
 EA0184  USGS QUAD   -  BEAUFORT (1987)
 EA0184
 EA0184                         *CURRENT SURVEY CONTROL
 EA0184  ___________________________________________________________________
 EA0184* NAD 83(1986)-  34 41 23.     (N)    076 39 28.     (W)     SCALED    
 EA0184* NAVD 88     -         0.801  (meters)       2.63   (feet)  ADJUSTED  
 EA0184  ___________________________________________________________________
 EA0184  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA0184  DYNAMIC HT  -           0.800 (meters)       2.62  (feet)  COMP
 EA0184  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 EA0184
 EA0184  VERT ORDER  -  SECOND    CLASS 0
 EA0184
 EA0184.The horizontal coordinates were scaled from a topographic map and have
 EA0184.an estimated accuracy of +/- 6 seconds.
 EA0184
 EA0184.The orthometric height was determined by differential leveling
 EA0184.and adjusted in June 1991.
 EA0184
 EA0184.The geoid height was determined by GEOID03.
 EA0184
 EA0184.The dynamic height is computed by dividing the NAVD 88
 EA0184.geopotential number by the normal gravity value computed on the
 EA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0184.degrees latitude (g = 980.6199 gals.).
 EA0184
 EA0184.The modeled gravity was interpolated from observed gravity values.
 EA0184
 EA0184;                    North         East    Units  Estimated Accuracy
 EA0184;SPC NC       -   106,780.      824,190.      MT  (+/- 180 meters Scaled)
 EA0184
 EA0184                          SUPERSEDED SURVEY CONTROL
 EA0184
 EA0184  NGVD 29 (??/??/92)    1.132  (m)            3.71   (f) ADJ UNCH    2 0
 EA0184
 EA0184.Superseded values are not recommended for survey control.
 EA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0184.See file dsdata.txt to determine how the superseded data were derived.
 EA0184
 EA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD481398(NAD 83)
 EA0184_MARKER: DB = BENCH MARK DISK
 EA0184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0184_SP_SET: 40 FEET
 EA0184_STAMPING: A 103 1960
 EA0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0184
 EA0184  HISTORY     - Date     Condition        Report By
 EA0184  HISTORY     - 1960     MONUMENTED       CGS
 EA0184  HISTORY     - 1979     GOOD             USE
 EA0184
 EA0184                          STATION DESCRIPTION
 EA0184
 EA0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0184'IN SHACKLEFORD BANKS.
 EA0184'ON SHACKLEFORD BANKS, NEAR THE WEST END OF BANKS AND NEAR EAST
 EA0184'SIDE OF BEAUFORT INLET, AT SHACKLEFORD POINT, ABOUT 45 YARDS
 EA0184'SOUTHEAST OF THE HIGH TIDE MARK, ON FLAT LANDS OF BEACH (NO
 EA0184'HIGH GROUND IN VICINITY), 286 FEET SOUTH-SOUTHEAST OF THE SOUTH
 EA0184'LEG OF A CHANNEL LIGHT ON POINT OF BANKS, 1 1/2 FEET WEST OF A
 EA0184'STEEL WITNESS POST, A DISK ON TOP OF A COPPER COATED STEEL ROD
 EA0184'PROJECTING 8 INCHES AND PROTECTED BY A 4-INCH ORANGEBURG PIPE
 EA0184'WHICH PROJECTS 2 FEET.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 EA0184
 EA0184                          STATION RECOVERY (1979)
 EA0184
 EA0184'RECOVERY NOTE BY US ENGINEERS 1979
 EA0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0067 ***********************************************************************
 EA0067  DESIGNATION -  A 104
 EA0067  PID         -  EA0067
 EA0067  STATE/COUNTY-  NC/CARTERET
 EA0067  USGS QUAD   -  STYRON BAY (1971)
 EA0067
 EA0067                         *CURRENT SURVEY CONTROL
 EA0067  ___________________________________________________________________
 EA0067* NAD 83(1986)-  34 49 37.     (N)    076 20 45.     (W)     SCALED    
 EA0067* NAVD 88     -         1.252  (meters)       4.11   (feet)  ADJUSTED  
 EA0067  ___________________________________________________________________
 EA0067  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0067  DYNAMIC HT  -           1.251 (meters)       4.10  (feet)  COMP
 EA0067  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 EA0067
 EA0067  VERT ORDER  -  SECOND    CLASS 0
 EA0067
 EA0067.The horizontal coordinates were scaled from a topographic map and have
 EA0067.an estimated accuracy of +/- 6 seconds.
 EA0067
 EA0067.The orthometric height was determined by differential leveling
 EA0067.and adjusted in June 1991.
 EA0067
 EA0067.The geoid height was determined by GEOID03.
 EA0067
 EA0067.The dynamic height is computed by dividing the NAVD 88
 EA0067.geopotential number by the normal gravity value computed on the
 EA0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0067.degrees latitude (g = 980.6199 gals.).
 EA0067
 EA0067.The modeled gravity was interpolated from observed gravity values.
 EA0067
 EA0067;                    North         East    Units  Estimated Accuracy
 EA0067;SPC NC       -   122,710.      852,350.      MT  (+/- 180 meters Scaled)
 EA0067
 EA0067                          SUPERSEDED SURVEY CONTROL
 EA0067
 EA0067  NGVD 29 (??/??/92)    1.596  (m)            5.24   (f) ADJ UNCH    2 0
 EA0067
 EA0067.Superseded values are not recommended for survey control.
 EA0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0067.See file dsdata.txt to determine how the superseded data were derived.
 EA0067
 EA0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD769546(NAD 83)
 EA0067_MARKER: DB = BENCH MARK DISK
 EA0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0067_SP_SET: 32 FT
 EA0067_STAMPING: A 104 1960
 EA0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0067
 EA0067  HISTORY     - Date     Condition        Report By
 EA0067  HISTORY     - 1960     MONUMENTED       CGS
 EA0067
 EA0067                          STATION DESCRIPTION
 EA0067
 EA0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0067'17.4 MI NE FROM CAPE LOOKOUT.
 EA0067'ABOUT 17.4 MILES NORTHEAST ALONG TELEPHONE LINE ALONG CORE BANKS
 EA0067'FROM THE LIGHTHOUSE AT CAPE LOOKOUT, ABOUT 100 YARDS SOUTHEAST
 EA0067'OF SOUTHEAST CORNER OF A SMALL WHITE CABIN, 30 FEET NORTH OF
 EA0067'TELEPHONE POLE NO. 788, 18 FEET NORTHWEST OF THE TELEPHONE LINE,
 EA0067'1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST, AND IS A DISK ON
 EA0067'COPPER COATED STEEL ROD PROJECTING 6 INCHES AND PROTECTED BY A
 EA0067'4-INCH ORANGEBURG PIPE WHICH PROJECTS 18 INCHES.  THE ROD WAS DRIVEN
 EA0067'TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0164 ***********************************************************************
 EX0164  DESIGNATION -  A 105
 EX0164  PID         -  EX0164
 EX0164  STATE/COUNTY-  NC/DARE
 EX0164  USGS QUAD   -  OREGON INLET (1983)
 EX0164
 EX0164                         *CURRENT SURVEY CONTROL
 EX0164  ___________________________________________________________________
 EX0164* NAD 83(1986)-  35 47 37.     (N)    075 33 02.     (W)     SCALED    
 EX0164* NAVD 88     -         1.334  (meters)       4.38   (feet)  ADJUSTED  
 EX0164  ___________________________________________________________________
 EX0164  GEOID HEIGHT-         -38.91  (meters)                     GEOID03
 EX0164  DYNAMIC HT  -           1.333 (meters)       4.37  (feet)  COMP
 EX0164  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 EX0164
 EX0164  VERT ORDER  -  SECOND    CLASS I
 EX0164
 EX0164.The horizontal coordinates were scaled from a topographic map and have
 EX0164.an estimated accuracy of +/- 6 seconds.
 EX0164
 EX0164.The orthometric height was determined by differential leveling
 EX0164.and adjusted in June 1991.
 EX0164
 EX0164.The geoid height was determined by GEOID03.
 EX0164
 EX0164.The dynamic height is computed by dividing the NAVD 88
 EX0164.geopotential number by the normal gravity value computed on the
 EX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0164.degrees latitude (g = 980.6199 gals.).
 EX0164
 EX0164.The modeled gravity was interpolated from observed gravity values.
 EX0164
 EX0164;                    North         East    Units  Estimated Accuracy
 EX0164;SPC NC       -   232,120.      921,340.      MT  (+/- 180 meters Scaled)
 EX0164
 EX0164                          SUPERSEDED SURVEY CONTROL
 EX0164
 EX0164  NGVD 29 (??/??/92)    1.644  (m)            5.39   (f) ADJ UNCH    2 1
 EX0164
 EX0164.Superseded values are not recommended for survey control.
 EX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0164.See file dsdata.txt to determine how the superseded data were derived.
 EX0164
 EX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE502611(NAD 83)
 EX0164_MARKER: DB = BENCH MARK DISK
 EX0164_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0164_SP_SET: 56 FEET
 EX0164_STAMPING: A 105 1975
 EX0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0164
 EX0164  HISTORY     - Date     Condition        Report By
 EX0164  HISTORY     - 1975     MONUMENTED       NGS
 EX0164  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EX0164  HISTORY     - 19910714 POOR             USPSQD
 EX0164
 EX0164                          STATION DESCRIPTION
 EX0164
 EX0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EX0164'0.2 MI W FROM OREGON INLET MARINA.
 EX0164'0.20 MILE WEST ALONG A BLACK TOP PARKING AREA AND SAND ROAD FROM
 EX0164'OREGON INLET MARINA, ABOUT 100 YARDS NORTH OF CHANNEL MARKER
 EX0164'NUMBER 10 WHICH IS ON THE SOUTH EDGE OF WALTER SLOUGH, ABOUT 50
 EX0164'YARDS NORTH OF THE WATER EDGE, 1 FOOT NORTH OF A METAL WITNESS
 EX0164'POST AND ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 EX0164'OF 56 FEET THE DISK PROJECTS 3 INCHES AND ENCASED IN A 4-INCH
 EX0164'METAL PIPE WHICH PROJECTS 6 INCHES.
 EX0164
 EX0164                          STATION RECOVERY (1990)
 EX0164
 EX0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0164'MARK NOT FOUND.
 EX0164
 EX0164                          STATION RECOVERY (1991)
 EX0164
 EX0164'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0164'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0027 ***********************************************************************
 EA0027  DESIGNATION -  A 108
 EA0027  PID         -  EA0027
 EA0027  STATE/COUNTY-  NC/CARTERET
 EA0027  USGS QUAD   -  STYRON BAY (1971)
 EA0027
 EA0027                         *CURRENT SURVEY CONTROL
 EA0027  ___________________________________________________________________
 EA0027* NAD 83(1986)-  34 52 28.     (N)    076 21 11.     (W)     SCALED    
 EA0027* NAVD 88     -         2.413  (meters)       7.92   (feet)  ADJUSTED  
 EA0027  ___________________________________________________________________
 EA0027  GEOID HEIGHT-         -37.78  (meters)                     GEOID03
 EA0027  DYNAMIC HT  -           2.410 (meters)       7.91  (feet)  COMP
 EA0027  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 EA0027
 EA0027  VERT ORDER  -  SECOND    CLASS 0
 EA0027
 EA0027.The horizontal coordinates were scaled from a topographic map and have
 EA0027.an estimated accuracy of +/- 6 seconds.
 EA0027
 EA0027.The orthometric height was determined by differential leveling
 EA0027.and adjusted in June 1991.
 EA0027
 EA0027.The geoid height was determined by GEOID03.
 EA0027
 EA0027.The dynamic height is computed by dividing the NAVD 88
 EA0027.geopotential number by the normal gravity value computed on the
 EA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0027.degrees latitude (g = 980.6199 gals.).
 EA0027
 EA0027.The modeled gravity was interpolated from observed gravity values.
 EA0027
 EA0027;                    North         East    Units  Estimated Accuracy
 EA0027;SPC NC       -   127,960.      851,550.      MT  (+/- 180 meters Scaled)
 EA0027
 EA0027                          SUPERSEDED SURVEY CONTROL
 EA0027
 EA0027  NGVD 29 (??/??/92)    2.714  (m)            8.90   (f) ADJ UNCH    2 0
 EA0027
 EA0027.Superseded values are not recommended for survey control.
 EA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0027.See file dsdata.txt to determine how the superseded data were derived.
 EA0027
 EA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD763599(NAD 83)
 EA0027_MARKER: DB = BENCH MARK DISK
 EA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0027_STAMPING: A 108 1962
 EA0027_MARK LOGO: CGS   
 EA0027_PROJECTION: FLUSH
 EA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0027+STABILITY: SURFACE MOTION
 EA0027
 EA0027  HISTORY     - Date     Condition        Report By
 EA0027  HISTORY     - 1962     MONUMENTED       CGS
 EA0027  HISTORY     - 1982     GOOD             NCGS
 EA0027  HISTORY     - 1985     GOOD             USPSQD
 EA0027
 EA0027                          STATION DESCRIPTION
 EA0027
 EA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EA0027'0.8 MI SW FROM ATLANTIC.
 EA0027'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST
 EA0027'OFFICE AT ATLANTIC, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A
 EA0027'BLACK TOP ROAD LEADING NORTHWEST TO ATLANTIC FIELD, DIRECTLY ACROSS
 EA0027'THE HIGHWAY FROM A TWO STORY FRAME HOUSE, 32.6 FEET SOUTH OF THE
 EA0027'CENTER LINE OF THE HIGHWAY, 12 1/2 FEET SOUTH OF TELEPHONE POLE
 EA0027'NO. 24, 25 FEET EAST OF THE CENTER LINE OF A DRIVEWAY LEADING
 EA0027'SOUTH, 3 1/2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 EA0027'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 EA0027'ABOVE THE LEVEL OF THE GROUND.
 EA0027
 EA0027                          STATION RECOVERY (1982)
 EA0027
 EA0027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0027'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0027'THE DESCRIPTION IS ADEQUATE EXCEPT THE POWER POLE NO 24 IS NOW NO 25,
 EA0027'DRIVEWAY LEADS TO JACK JOHNSON RESIDENCE, 20.0 FEET WEST OF A 15-INCH
 EA0027'PINE WITH REFERENCE TAG.
 EA0027
 EA0027                          STATION RECOVERY (1985)
 EA0027
 EA0027'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0475 ***********************************************************************
 EB0475  DESIGNATION -  A 109
 EB0475  PID         -  EB0475
 EB0475  STATE/COUNTY-  NC/COLUMBUS
 EB0475  USGS QUAD   -  TABOR CITY WEST (1962)
 EB0475
 EB0475                         *CURRENT SURVEY CONTROL
 EB0475  ___________________________________________________________________
 EB0475* NAD 83(1986)-  34 08 29.     (N)    078 52 36.     (W)     SCALED    
 EB0475* NAVD 88     -        31.041  (meters)     101.84   (feet)  ADJUSTED  
 EB0475  ___________________________________________________________________
 EB0475  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EB0475  DYNAMIC HT  -          31.010 (meters)     101.74  (feet)  COMP
 EB0475  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EB0475
 EB0475  VERT ORDER  -  FIRST     CLASS I
 EB0475
 EB0475.The horizontal coordinates were scaled from a topographic map and have
 EB0475.an estimated accuracy of +/- 6 seconds.
 EB0475
 EB0475.The orthometric height was determined by differential leveling
 EB0475.and adjusted in June 1991.
 EB0475
 EB0475.The geoid height was determined by GEOID03.
 EB0475
 EB0475.The dynamic height is computed by dividing the NAVD 88
 EB0475.geopotential number by the normal gravity value computed on the
 EB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0475.degrees latitude (g = 980.6199 gals.).
 EB0475
 EB0475.The modeled gravity was interpolated from observed gravity values.
 EB0475
 EB0475;                    North         East    Units  Estimated Accuracy
 EB0475;SPC NC       -    43,430.      620,980.      MT  (+/- 180 meters Scaled)
 EB0475
 EB0475                          SUPERSEDED SURVEY CONTROL
 EB0475
 EB0475  NGVD 29 (03/21/89)   31.352  (m)          102.86   (f) ADJUSTED    1 1
 EB0475
 EB0475.Superseded values are not recommended for survey control.
 EB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0475.See file dsdata.txt to determine how the superseded data were derived.
 EB0475
 EB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT957798(NAD 83)
 EB0475_MARKER: DB = BENCH MARK DISK
 EB0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EB0475_SP_SET: 72 FEET
 EB0475_STAMPING: A 109 1962
 EB0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0475
 EB0475  HISTORY     - Date     Condition        Report By
 EB0475  HISTORY     - 1962     MONUMENTED       CGS
 EB0475  HISTORY     - 1974     GOOD             NGS
 EB0475  HISTORY     - 1979     GOOD             NGS
 EB0475
 EB0475                          STATION DESCRIPTION
 EB0475
 EB0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EB0475'0.5 MI S FROM TABOR CITY.
 EB0475'ABOUT 0.5 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0475'THE STATION AT TABOR CITY, 0.35 MILE SOUTH OF THE JUNCTION OF
 EB0475'U.S. HIGHWAY 701 AND STATE HIGHWAY 410 IN TABOR CITY, 21 FEET
 EB0475'WEST OF THE WEST RAIL, 70 FEET WEST AND ACROSS THE TRACK FROM
 EB0475'THE CENTER LINE OF U.S. HIGHWAY 701 BUSINESS, 30 FEET NORTHWEST
 EB0475'OF THE CENTER OF NE SMITH STREET CROSSING LEADING EAST AND WEST,
 EB0475'14 FEET SOUTH OF A 8 INCH PINE TREE, 21 FEET SOUTHEAST OF TELEPHONE
 EB0475'POLE NO. 9, 9.9 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 EB0475'THE TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD, FLUSH,
 EB0475'AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD
 EB0475'WAS DRIVEN TO REFUSAL AT A DEPTH OF 72 FEET.
 EB0475
 EB0475                          STATION RECOVERY (1974)
 EB0475
 EB0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EB0475'RECOVERED IN GOOD CONDITION.
 EB0475
 EB0475                          STATION RECOVERY (1979)
 EB0475
 EB0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1449 ***********************************************************************
 EZ1449  DESIGNATION -  A 11
 EZ1449  PID         -  EZ1449
 EZ1449  STATE/COUNTY-  NC/MOORE
 EZ1449  USGS QUAD   -  VASS (1974)
 EZ1449
 EZ1449                         *CURRENT SURVEY CONTROL
 EZ1449  ___________________________________________________________________
 EZ1449* NAD 83(1986)-  35 18 39.     (N)    079 15 45.     (W)     SCALED    
 EZ1449* NAVD 88     -        89.872  (meters)     294.86   (feet)  POSTED    
 EZ1449  ___________________________________________________________________
 EZ1449  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ1449  DYNAMIC HT  -          89.790 (meters)     294.59  (feet)  COMP
 EZ1449  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 EZ1449
 EZ1449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EZ1449
 EZ1449.The horizontal coordinates were scaled from a topographic map and have
 EZ1449.an estimated accuracy of +/- 6 seconds.
 EZ1449
 EZ1449.The orthometric height was determined by differential leveling
 EZ1449.and adjusted by the  in 1992.
 EZ1449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EZ1449.rate of 0.0 thru 1.0 mm/km.
 EZ1449
 EZ1449.The geoid height was determined by GEOID03.
 EZ1449
 EZ1449.The dynamic height is computed by dividing the NAVD 88
 EZ1449.geopotential number by the normal gravity value computed on the
 EZ1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1449.degrees latitude (g = 980.6199 gals.).
 EZ1449
 EZ1449.The modeled gravity was interpolated from observed gravity values.
 EZ1449
 EZ1449;                    North         East    Units  Estimated Accuracy
 EZ1449;SPC NC       -   173,180.      585,730.      MT  (+/- 180 meters Scaled)
 EZ1449
 EZ1449                          SUPERSEDED SURVEY CONTROL
 EZ1449
 EZ1449  NGVD 29 (??/??/92)   90.110  (m)          295.64   (f) ADJ UNCH    1 2
 EZ1449
 EZ1449.Superseded values are not recommended for survey control.
 EZ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1449.See file dsdata.txt to determine how the superseded data were derived.
 EZ1449
 EZ1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV579088(NAD 83)
 EZ1449_MARKER: DB = BENCH MARK DISK
 EZ1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1449_STAMPING: 295.570 A 11 1918
 EZ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1449+STABILITY: SURFACE MOTION
 EZ1449
 EZ1449  HISTORY     - Date     Condition        Report By
 EZ1449  HISTORY     - 1918     MONUMENTED       CGS
 EZ1449  HISTORY     - 1934     GOOD             NGS
 EZ1449  HISTORY     - 1963     GOOD             NGS
 EZ1449
 EZ1449                          STATION DESCRIPTION
 EZ1449
 EZ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EZ1449'1.2 MI S FROM CAMERON.
 EZ1449'1-1/4 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 EZ1449'CAMERON, MOORE COUNTY, 1/2 MILE SOUTH OF MILEPOST 212, AT A
 EZ1449'CURVE, 20 FEET FROM A POINT 25 FEET NORTH OF THE INTERSECTION
 EZ1449'OF THE PROLONGATIONS OF THE WEST RAIL OF THE NORTH TANGENT
 EZ1449'AND THE EAST RAIL OF THE SOUTH TANGENT, NEAR THE NORTH END OF
 EZ1449'A RIDGE BETWEEN THE OLD ROADBED AND THE PRESENT ONE, 26 FEET
 EZ1449'WEST OF THE WEST RAIL, AND 50 FEET NORTH OF A POLE.  A STANDARD
 EZ1449'DISK, STAMPED 295.570 A 11 1918 AND SET IN THE TOP OF A CONCRETE
 EZ1449'POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 EZ1449
 EZ1449                          STATION RECOVERY (1963)
 EZ1449
 EZ1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EZ1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0283 ***********************************************************************
 EA0283  DESIGNATION -  A 110
 EA0283  PID         -  EA0283
 EA0283  STATE/COUNTY-  NC/JONES
 EA0283  USGS QUAD   -  MAYSVILLE (1994)
 EA0283
 EA0283                         *CURRENT SURVEY CONTROL
 EA0283  ___________________________________________________________________
 EA0283* NAD 83(1986)-  34 56 52.     (N)    077 14 28.     (W)     SCALED    
 EA0283* NAVD 88     -        12.681  (meters)      41.60   (feet)  ADJUSTED  
 EA0283  ___________________________________________________________________
 EA0283  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EA0283  DYNAMIC HT  -          12.669 (meters)      41.56  (feet)  COMP
 EA0283  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 EA0283
 EA0283  VERT ORDER  -  FIRST     CLASS I
 EA0283
 EA0283.The horizontal coordinates were scaled from a topographic map and have
 EA0283.an estimated accuracy of +/- 6 seconds.
 EA0283
 EA0283.The orthometric height was determined by differential leveling
 EA0283.and adjusted in June 1991.
 EA0283
 EA0283.The geoid height was determined by GEOID03.
 EA0283
 EA0283.The dynamic height is computed by dividing the NAVD 88
 EA0283.geopotential number by the normal gravity value computed on the
 EA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0283.degrees latitude (g = 980.6199 gals.).
 EA0283
 EA0283.The modeled gravity was interpolated from observed gravity values.
 EA0283
 EA0283;                    North         East    Units  Estimated Accuracy
 EA0283;SPC NC       -   134,290.      770,240.      MT  (+/- 180 meters Scaled)
 EA0283
 EA0283                          SUPERSEDED SURVEY CONTROL
 EA0283
 EA0283  NGVD 29 (??/??/92)   13.000  (m)           42.65   (f) ADJ UNCH    1 1
 EA0283
 EA0283.Superseded values are not recommended for survey control.
 EA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0283.See file dsdata.txt to determine how the superseded data were derived.
 EA0283
 EA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD953695(NAD 83)
 EA0283_MARKER: DB = BENCH MARK DISK
 EA0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0283_STAMPING: A 110 1963
 EA0283_PROJECTION: PROJECTING 3 CENTIMETERS
 EA0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0283+STABILITY: SURFACE MOTION
 EA0283
 EA0283  HISTORY     - Date     Condition        Report By
 EA0283  HISTORY     - 1963     MONUMENTED       CGS
 EA0283  HISTORY     - 1979     GOOD             NCGS
 EA0283
 EA0283                          STATION DESCRIPTION
 EA0283
 EA0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0283'3.1 MI N FROM MAYSVILLE.
 EA0283'3.1 MILES NORTH ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST
 EA0283'LINE RAILROAD STATION AT MAYSVILLE, 74 FEET EAST OF THE CENTER
 EA0283'LINE OF THE HIGHWAY, 34 FEET SOUTHEAST OF TELEPHONE POLE 549 1/2,
 EA0283'ABOUT 100 YARDS EAST-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM TWO
 EA0283'SMALL FRAME HOUSES, 3 FEET NORTHEAST OF A WOODEN WITNESS POST,
 EA0283'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN TOP OF A CONCRETE
 EA0283'POST PROJECTING 1 INCH.
 EA0283
 EA0283                          STATION RECOVERY (1979)
 EA0283
 EA0283'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0283'3.3 MILES NORTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58
 EA0283'(EIGHTH STREET) IN MAYSVILLE, ABOUT 100 YARDS EAST-SOUTHEAST AND
 EA0283'ACROSS THE HIGHWAY FROM TWO SMALL FRAME HOUSES, 74.0 FEET EAST OF
 EA0283'CENTERLINE OF HIGHWAY, 34.0 FEET SOUTHEAST OF TELEPHONE POLE
 EA0283'549-1/2 WITH REFERENCE TAG AND 10.9 FEET SOUTH OF A 10 INCH PINE
 EA0283'WITH REFERENCE TAG.
 EA0283'THE MARK IS 0.7 FT  SW FROM A WITNESS POST.
 EA0283'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0634 ***********************************************************************
 EY0634  DESIGNATION -  A 111
 EY0634  PID         -  EY0634
 EY0634  STATE/COUNTY-  NC/CRAVEN
 EY0634  USGS QUAD   -  WILMAR (1983)
 EY0634
 EY0634                         *CURRENT SURVEY CONTROL
 EY0634  ___________________________________________________________________
 EY0634* NAD 83(1986)-  35 23 04.     (N)    077 09 02.     (W)     SCALED    
 EY0634* NAVD 88     -        14.133  (meters)      46.37   (feet)  ADJUSTED  
 EY0634  ___________________________________________________________________
 EY0634  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY0634  DYNAMIC HT  -          14.120 (meters)      46.33  (feet)  COMP
 EY0634  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 EY0634
 EY0634  VERT ORDER  -  FIRST     CLASS I
 EY0634
 EY0634.The horizontal coordinates were scaled from a topographic map and have
 EY0634.an estimated accuracy of +/- 6 seconds.
 EY0634
 EY0634.The orthometric height was determined by differential leveling
 EY0634.and adjusted in June 1991.
 EY0634
 EY0634.The geoid height was determined by GEOID03.
 EY0634
 EY0634.The dynamic height is computed by dividing the NAVD 88
 EY0634.geopotential number by the normal gravity value computed on the
 EY0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0634.degrees latitude (g = 980.6199 gals.).
 EY0634
 EY0634.The modeled gravity was interpolated from observed gravity values.
 EY0634
 EY0634;                    North         East    Units  Estimated Accuracy
 EY0634;SPC NC       -   182,870.      777,610.      MT  (+/- 180 meters Scaled)
 EY0634
 EY0634                          SUPERSEDED SURVEY CONTROL
 EY0634
 EY0634  NGVD 29 (??/??/92)   14.468  (m)           47.47   (f) ADJ UNCH    1 1
 EY0634
 EY0634.Superseded values are not recommended for survey control.
 EY0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0634.See file dsdata.txt to determine how the superseded data were derived.
 EY0634
 EY0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE046178(NAD 83)
 EY0634_MARKER: DB = BENCH MARK DISK
 EY0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0634_STAMPING: A 111 1963
 EY0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0634+STABILITY: SURFACE MOTION
 EY0634
 EY0634  HISTORY     - Date     Condition        Report By
 EY0634  HISTORY     - 1963     MONUMENTED       CGS
 EY0634  HISTORY     - 1979     GOOD             NCGS
 EY0634
 EY0634                          STATION DESCRIPTION
 EY0634
 EY0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0634'5.8 MI N FROM VANCEBORO.
 EY0634'ABOUT 5.8 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0634'THE STATION AT VANCEBORO, 0.3 MILE SOUTH OF MILEPOST 9, 17 FEET
 EY0634'EAST OF THE EAST RAIL, 161 FEET SOUTH OF THE CENTER LINE OF A
 EY0634'PRIVATE ROAD LEADING WEST, 47 FEET SOUTHWEST OF THE SOUTH ONE OF
 EY0634'TWO SMALL WHITE HOUSES, 2.2 FEET SOUTH OF A WOODEN WITNESS POST,
 EY0634'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IS SET IN THE
 EY0634'TOP OF A CONCRETE POST PROJECTING 1-INCH.
 EY0634
 EY0634                          STATION RECOVERY (1979)
 EY0634
 EY0634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0445 ***********************************************************************
 EB0445  DESIGNATION -  A 113
 EB0445  PID         -  EB0445
 EB0445  STATE/COUNTY-  NC/COLUMBUS
 EB0445  USGS QUAD   -  CHADBOURN (1986)
 EB0445
 EB0445                         *CURRENT SURVEY CONTROL
 EB0445  ___________________________________________________________________
 EB0445* NAD 83(2001)-  34 19 20.57454(N)    078 48 27.71653(W)     ADJUSTED  
 EB0445* NAVD 88     -        30.053  (meters)      98.60   (feet)  ADJUSTED  
 EB0445  ___________________________________________________________________
 EB0445  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 EB0445  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EB0445  DYNAMIC HT  -          30.024 (meters)      98.50  (feet)  COMP
 EB0445  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 EB0445
 EB0445  HORZ ORDER  -  SECOND
 EB0445  VERT ORDER  -  FIRST     CLASS I
 EB0445
 EB0445.The horizontal coordinates were established by classical geodetic methods
 EB0445.and adjusted by the National Geodetic Survey in August 2005.
 EB0445
 EB0445.The orthometric height was determined by differential leveling
 EB0445.and adjusted in June 1991.
 EB0445
 EB0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0445
 EB0445.The geoid height was determined by GEOID03.
 EB0445
 EB0445.The dynamic height is computed by dividing the NAVD 88
 EB0445.geopotential number by the normal gravity value computed on the
 EB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0445.degrees latitude (g = 980.6199 gals.).
 EB0445
 EB0445.The modeled gravity was interpolated from observed gravity values.
 EB0445
 EB0445;                    North         East     Units Scale Factor Converg.
 EB0445;SPC NC       -    63,513.799   627,299.551   MT  1.00000305   +0 06 39.6
 EB0445;SPC NC       -   208,378.19  2,058,065.28   sFT  1.00000305   +0 06 39.6
 EB0445;UTM  17      - 3,800,078.439   701,704.292   MT  1.00010152   +1 14 11.6
 EB0445
 EB0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0445!SPC NC       -   1.00000068  x   1.00000305  =   1.00000373
 EB0445!UTM  17      -   1.00000068  x   1.00010152  =   1.00010220
 EB0445
 EB0445:                Primary Azimuth Mark                     Grid Az
 EB0445:SPC NC       -  PEACOCKS                                 088 54 42.8
 EB0445:UTM  17      -  PEACOCKS                                 087 47 10.8
 EB0445
 EB0445|---------------------------------------------------------------------|
 EB0445| PID    Reference Object                     Distance      Geod. Az  |
 EB0445|                                                           dddmmss.s |
 EB0445| EB2400 PEACOCKS                            APPROX. 0.7 KM 0890122.4 |
 EB0445| EB2393 HARRIS                              323.699 METERS 27110     |
 EB0445|---------------------------------------------------------------------|
 EB0445
 EB0445                          SUPERSEDED SURVEY CONTROL
 EB0445
 EB0445  NAD 83(1986)-  34 19 20.57398(N)    078 48 27.72092(W) AD(       ) 2
 EB0445  NAD 27      -  34 19 19.96985(N)    078 48 28.64559(W) AD(       ) 2
 EB0445  NGVD 29 (10/06/93)   30.360  (m)           99.61   (f) ADJUSTED    1 1
 EB0445
 EB0445.Superseded values are not recommended for survey control.
 EB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0445.See file dsdata.txt to determine how the superseded data were derived.
 EB0445
 EB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0170400078(NAD 83)
 EB0445_MARKER: DB = BENCH MARK DISK
 EB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0445_STAMPING: A 113 1963
 EB0445_PROJECTION: PROJECTING 8 CENTIMETERS
 EB0445_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0445+STABILITY: SURFACE MOTION
 EB0445
 EB0445  HISTORY     - Date     Condition        Report By
 EB0445  HISTORY     - 1963     MONUMENTED       CGS
 EB0445  HISTORY     - 1963     GOOD             CGS
 EB0445  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0445  HISTORY     - 1979     GOOD             NCGS
 EB0445
 EB0445                          STATION DESCRIPTION
 EB0445
 EB0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LWA)
 EB0445'BM A-113 IS A STATION ESTABLISHED BY THE U.S. COAST AND GEODETIC
 EB0445'SURVEY IN THE VICINITY OF CHADBOURN, NORTH CAROLINA.
 EB0445'
 EB0445'BM A-113 IS LOCATED APPROXIMATELY 1.0 MILE EAST OF CHADBOURN.  TO
 EB0445'REACH STATION PROCEED FROM THE INTERSECTION OF NC 410 (BROWN
 EB0445'ST.) AND RAILROAD AVE. IN CHADBOURN.  GO EAST ALONG E. RAILROAD
 EB0445'AVE. AND SR 1425 FOR 1.05 MILES TO WHERE SR 1425 CROSSES FROM
 EB0445'NORTH SIDE OF SCL RR TO SOUTH SIDE AND STATION ON RIGHT IN
 EB0445'SOUTHWEST QUADRANT.  AND 0.45 MILE WEST OF INTERSECTION OF SR
 EB0445'1005 AND SR 1425 AT PEACOCKS.
 EB0445'
 EB0445'STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED BM
 EB0445'A-113 1963, AND PROJECTS 3 INCHES ABOVE THE GROUND.
 EB0445'
 EB0445'MARK IS
 EB0445'
 EB0445'77.1 FT S OF C/L OF SR 1425
 EB0445'
 EB0445'71.5 FT SW OF C/L OF SR 1425 AT C/L OF RR TRACKS
 EB0445'
 EB0445'28.7 FT S OF TOP OF S RAIL OF SCL RR
 EB0445'
 EB0445'56.9 FT SE OF BASE OF YARD LIMIT SIGN
 EB0445'
 EB0445'114.6 FT W OF ALUMINUM REF. TAG ON RR WARNING SIGN POST
 EB0445'
 EB0445'58.0 FT NW OF ALUMINUM REF. TAG ON FENCE CORNER POST
 EB0445'
 EB0445'1.3 FT W OF BASE OF WOODEN WITNESS POST
 EB0445
 EB0445                          STATION RECOVERY (1963)
 EB0445
 EB0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EB0445'1 MI E FROM CHADBOURN.
 EB0445'ABOUT 1.0 MILE EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0445'FROM THE STATION AT CHADBOURN, AT SAND ROAD 1425 CROSSING,
 EB0445'SET IN LINE WITH TELEPHONE POLES, 69 FEET SOUTHWEST OF CENTER
 EB0445'OF CROSSING, 29 FEET SOUTH OF SOUTH RAIL, 83.5 FEET NORTHWEST OF
 EB0445'NORTHWEST CORNER OF TWO STORY WHITE FRAME HOUSE, 2 1/2 FEET EAST
 EB0445'OF A TELEPHONE POLE, 1.5 FEET WEST OF A CREOSOTE WITNESS POST,
 EB0445'2 1/2 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 EB0445'POST PROJECTING 3 INCHES.
 EB0445
 EB0445                          STATION RECOVERY (1979)
 EB0445
 EB0445'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB0445'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 EB0445'FOLLOWS.
 EB0445'
 EB0445'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES EAST OF CHADBOURN.
 EB0445'
 EB0445'THE STATION IS LOCATED 1.05 MILE EAST ALONG SOUTHERN COAST LINE
 EB0445'RAILROAD OR RAILROAD AVE AND SR 1425 FROM THE RAILROAD STATION (AT
 EB0445'NC 410 CROSSING) IN CHADBOURN AT SR 1425 RAILROAD CROSSING AND TWO
 EB0445'STORY WHITE FRAME HOUSE AND 0.25 MILE WEST OF MILE POST 296.
 EB0445'
 EB0445'DISK IS SET IN THE TOP OF A CONCRETE POST, WHICH IS 3 INCHES ABOVE THE
 EB0445'GROUND SURFACE.  THE MARK IS 69.0 FEET SOUTHWEST OF RAILROAD CROSSING,
 EB0445'85.5 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 29.0 FEET SOUTH OF
 EB0445'SOUTH RAIL, 115.0 FEET WEST OF A CROSSING SIGN POST WITH REFERENCE
 EB0445'TAG AND 63.7 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EB0445
 EB0445                          STATION RECOVERY (1979)
 EB0445
 EB0445'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0445'1.05 MILES EAST ALONG SEABOARD COAST LINE RAILROAD, OR RAILROAD
 EB0445'AVENUE AND SR 1425 CROSSING AND TWO STORY WHITE FRAME HOUSE AND
 EB0445'0.25 MILE WEST OF MILEPOST 296, 69.0 FEET SOUTHWEST OF RAILROAD
 EB0445'CROSSSNG, 85.5 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 29.0
 EB0445'FEET SOUTH OF SOUTH RAIL, 115.0 FEET WEST OF A CROSSSNG SIGN POST
 EB0445'WITH REFERENCE TAG AND 63.7 FEET NORTHWEST OF POWER POLE WITH
 EB0445'REFERENCE TAG.
 EB0445'THE MARK IS 2.5 FT ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0260 ***********************************************************************
 EB0260  DESIGNATION -  A 114 RESET
 EB0260  PID         -  EB0260
 EB0260  STATE/COUNTY-  NC/COLUMBUS
 EB0260  USGS QUAD   -  FREEMAN (1986)
 EB0260
 EB0260                         *CURRENT SURVEY CONTROL
 EB0260  ___________________________________________________________________
 EB0260* NAD 83(1986)-  34 19 06.     (N)    078 17 50.     (W)     SCALED    
 EB0260* NAVD 88     -        16.54   (meters)      54.3    (feet)  RESET     
 EB0260  ___________________________________________________________________
 EB0260  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EB0260  VERT ORDER  -  THIRD
 EB0260
 EB0260.The horizontal coordinates were scaled from a topographic map and have
 EB0260.an estimated accuracy of +/- 6 seconds.
 EB0260
 EB0260.The orthometric height was computed from unverified reset data.
 EB0260
 EB0260.The geoid height was determined by GEOID03.
 EB0260
 EB0260;                    North         East    Units  Estimated Accuracy
 EB0260;SPC NC       -    63,280.      674,280.      MT  (+/- 180 meters Scaled)
 EB0260
 EB0260                          SUPERSEDED SURVEY CONTROL
 EB0260
 EB0260.No superseded survey control is available for this station.
 EB0260
 EB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU486007(NAD 83)
 EB0260_MARKER: DB = BENCH MARK DISK
 EB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0260_STAMPING: A 114 RESET 1968
 EB0260_MARK LOGO: CGS   
 EB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0260+STABILITY: SURFACE MOTION
 EB0260
 EB0260  HISTORY     - Date     Condition        Report By
 EB0260  HISTORY     - 1968     MONUMENTED       CGS
 EB0260
 EB0260                          STATION DESCRIPTION
 EB0260
 EB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EB0260'4.6 MI W FROM DELCO.
 EB0260'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 74-76 FROM THE ACME-DELCO
 EB0260'SCHOOL IN DELCO, AT A DIRT DRIVEWAY LEADING ACROSS THE TRACKS,
 EB0260'57 FEET SOUTH OF THE CENTER OF THE HIGHWAY (FUTURE EASTBOUND LANE),
 EB0260'28.2 FEET NORTH OF THE NORTH RAIL, 14 FEET WEST OF THE CENTER OF A
 EB0260'DIRT DRIVEWAY, 1.3 FEET SOUTH OF AN IRON RAIL DRIVEN ENDWISE AND
 EB0260'PROJECTING 3.5 FEET, 1.0 FOOT SOUTHEAST OF A CREOSOTED WITNESS POST,
 EB0260'SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0514 ***********************************************************************
 EA0514  DESIGNATION -  A 115
 EA0514  PID         -  EA0514
 EA0514  STATE/COUNTY-  NC/NEW HANOVER
 EA0514  USGS QUAD   -  WILMINGTON (1979)
 EA0514
 EA0514                         *CURRENT SURVEY CONTROL
 EA0514  ___________________________________________________________________
 EA0514* NAD 83(1986)-  34 14 23.     (N)    077 53 20.     (W)     SCALED    
 EA0514* NAVD 88     -        12.172  (meters)      39.93   (feet)  ADJUSTED  
 EA0514  ___________________________________________________________________
 EA0514  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 EA0514  DYNAMIC HT  -          12.160 (meters)      39.89  (feet)  COMP
 EA0514  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 EA0514
 EA0514  VERT ORDER  -  FIRST     CLASS I
 EA0514
 EA0514.The horizontal coordinates were scaled from a topographic map and have
 EA0514.an estimated accuracy of +/- 6 seconds.
 EA0514
 EA0514.The orthometric height was determined by differential leveling
 EA0514.and adjusted in June 1991.
 EA0514.WARNING-Repeat measurements at this control monument indicate possible
 EA0514.vertical movement.
 EA0514
 EA0514.The geoid height was determined by GEOID03.
 EA0514
 EA0514.The dynamic height is computed by dividing the NAVD 88
 EA0514.geopotential number by the normal gravity value computed on the
 EA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0514.degrees latitude (g = 980.6199 gals.).
 EA0514
 EA0514.The modeled gravity was interpolated from observed gravity values.
 EA0514
 EA0514;                    North         East    Units  Estimated Accuracy
 EA0514;SPC NC       -    54,900.      711,960.      MT  (+/- 180 meters Scaled)
 EA0514
 EA0514                          SUPERSEDED SURVEY CONTROL
 EA0514
 EA0514.No superseded survey control is available for this station.
 EA0514
 EA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC339925(NAD 83)
 EA0514_MARKER: DB = BENCH MARK DISK
 EA0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0514_STAMPING: A 115 1963
 EA0514_MARK LOGO: CGS   
 EA0514_PROJECTION: FLUSH
 EA0514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0514+STABILITY: SURFACE MOTION
 EA0514
 EA0514  HISTORY     - Date     Condition        Report By
 EA0514  HISTORY     - 1963     MONUMENTED       CGS
 EA0514  HISTORY     - 1979     GOOD             NCGS
 EA0514  HISTORY     - 1983     GOOD             LOCSUR
 EA0514  HISTORY     - 19920102 MARK NOT FOUND   USPSQD
 EA0514  HISTORY     - 19940301 SEE DESCRIPTION  NCGS
 EA0514  HISTORY     - 19960711 GOOD             USPSQD
 EA0514
 EA0514                          STATION DESCRIPTION
 EA0514
 EA0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0514'3.9 MI E FROM WILMINGTON.
 EA0514'3.9 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EA0514'STATION AT WILMINGTON, AT THE CROSSING OF S. KERR AVENUE, IN LINE
 EA0514'WITH TELEPHONE POLES, 173 FEET NORTHEAST OF CENTER OF CROSSING,
 EA0514'148 FEET WEST OF MILEPOST CB 247, 56 FEET NORTH OF NORTH RAIL
 EA0514'63 FEET NORTHWEST OF SWITCH STAND, 13 FEET WEST OF POLE 2648,
 EA0514'1.5 FEET WEST OF A CREOSOTE WITNESS POST, ABOUT LEVEL WITH TRACK,
 EA0514'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 EA0514'GROUND.
 EA0514
 EA0514                          STATION RECOVERY (1979)
 EA0514
 EA0514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0514'3.2 MILES EAST ALONG MARKET STREET FROM THE JUNCTION OF THIRD
 EA0514'STREET IN WILMINGTON, THENCE 0.25 MILE SOUTH ALONG KERR AVENUE,
 EA0514'IN NORTHEAST QUADRANT OF RAILROAD CROSSING, 133.0 FEET EAST OF
 EA0514'EAST EDGE OF PAVEMENT OF KERR AVENUE, 173.0 FEET NORTHEAST OF
 EA0514'CENTER OF RAILROAD CROSSING, 56.0 FEET NORTH OF NORTH RAIL OF
 EA0514'TRACKS 63.7 FEET SOUTHEAST OF SOUTHWEST CORNER OF FENCE, 41.0
 EA0514'FEET SOUTH OF SOUTHEAST CORNER OF FENCE, 5.3 FEET SOUTHWEST OF A
 EA0514'6 INCH PINE WITH REFERENCE TAG AND 1.2 FEET EAST OF A 12 INCH
 EA0514'PINE WITH REFERENCE TAG.
 EA0514'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 EA0514'THE MARK IS ABOVE LEVEL WITH TRACK.
 EA0514
 EA0514                          STATION RECOVERY (1983)
 EA0514
 EA0514'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 EA0514'RECOVERED IN GOOD CONDITION.
 EA0514
 EA0514                          STATION RECOVERY (1992)
 EA0514
 EA0514'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 EA0514'MARK NOT FOUND.
 EA0514
 EA0514                          STATION RECOVERY (1994)
 EA0514
 EA0514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0514'GRADING HAS BEEN DONE IN AREA AND MARK WAS NOT FOUND.
 EA0514
 EA0514                          STATION RECOVERY (1996)
 EA0514
 EA0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0459 ***********************************************************************
 EA0459  DESIGNATION -  A 116
 EA0459  PID         -  EA0459
 EA0459  STATE/COUNTY-  NC/PENDER
 EA0459  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0459
 EA0459                         *CURRENT SURVEY CONTROL
 EA0459  ___________________________________________________________________
 EA0459* NAD 83(1986)-  34 27 08.     (N)    077 37 24.     (W)     SCALED    
 EA0459* NAVD 88     -        19.796  (meters)      64.95   (feet)  ADJUSTED  
 EA0459  ___________________________________________________________________
 EA0459  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA0459  DYNAMIC HT  -          19.776 (meters)      64.88  (feet)  COMP
 EA0459  MODELED GRAV-     979,659.7   (mgal)                       NAVD 88
 EA0459
 EA0459  VERT ORDER  -  FIRST     CLASS I
 EA0459
 EA0459.The horizontal coordinates were scaled from a topographic map and have
 EA0459.an estimated accuracy of +/- 6 seconds.
 EA0459
 EA0459.The orthometric height was determined by differential leveling
 EA0459.and adjusted in June 1991.
 EA0459
 EA0459.The geoid height was determined by GEOID03.
 EA0459
 EA0459.The dynamic height is computed by dividing the NAVD 88
 EA0459.geopotential number by the normal gravity value computed on the
 EA0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0459.degrees latitude (g = 980.6199 gals.).
 EA0459
 EA0459.The modeled gravity was interpolated from observed gravity values.
 EA0459
 EA0459;                    North         East    Units  Estimated Accuracy
 EA0459;SPC NC       -    78,780.      736,100.      MT  (+/- 180 meters Scaled)
 EA0459
 EA0459                          SUPERSEDED SURVEY CONTROL
 EA0459
 EA0459  NGVD 29 (??/??/92)   20.098  (m)           65.94   (f) ADJ UNCH    1 1
 EA0459
 EA0459.Superseded values are not recommended for survey control.
 EA0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0459.See file dsdata.txt to determine how the superseded data were derived.
 EA0459
 EA0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD590154(NAD 83)
 EA0459_MARKER: DB = BENCH MARK DISK
 EA0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0459_STAMPING: A 116 1963
 EA0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0459+STABILITY: SURFACE MOTION
 EA0459
 EA0459  HISTORY     - Date     Condition        Report By
 EA0459  HISTORY     - 1963     MONUMENTED       CGS
 EA0459  HISTORY     - 1979     GOOD             NCGS
 EA0459
 EA0459                          STATION DESCRIPTION
 EA0459
 EA0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0459'5.1 MI SW FROM HOLLYRIDGE.
 EA0459'5.1 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0459'THE STATION AT HOLLYRIDGE, ABOUT 0.5 MILE NORTHEAST OF MILEPOST
 EA0459'CB-268, SET IN LINE WITH THE TELEPHONE POLES, 35.5 FEET SOUTHEAST
 EA0459'OF THE SOUTHEAST RAIL, 15 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 EA0459'1.5 FEET NORTHEAST A WOODEN WITNESS POST, ABOUT 4.5 FEET ABOVE THE
 EA0459'LEVEL OF THE TRACK, AND IS SET IN THE TOP CONCRETE POST THAT
 EA0459'PROJECTS ABOUT 3-INCHES.
 EA0459
 EA0459                          STATION RECOVERY (1979)
 EA0459
 EA0459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0464 ***********************************************************************
 EA0464  DESIGNATION -  A 117
 EA0464  PID         -  EA0464
 EA0464  STATE/COUNTY-  NC/PENDER
 EA0464  USGS QUAD   -  TOPSAIL (1970)
 EA0464
 EA0464                         *CURRENT SURVEY CONTROL
 EA0464  ___________________________________________________________________
 EA0464* NAD 83(1986)-  34 25 11.     (N)    077 38 51.     (W)     SCALED    
 EA0464* NAVD 88     -        14.940  (meters)      49.02   (feet)  ADJUSTED  
 EA0464  ___________________________________________________________________
 EA0464  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA0464  DYNAMIC HT  -          14.926 (meters)      48.97  (feet)  COMP
 EA0464  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EA0464
 EA0464  VERT ORDER  -  FIRST     CLASS I
 EA0464
 EA0464.The horizontal coordinates were scaled from a topographic map and have
 EA0464.an estimated accuracy of +/- 6 seconds.
 EA0464
 EA0464.The orthometric height was determined by differential leveling
 EA0464.and adjusted in June 1991.
 EA0464.WARNING-Repeat measurements at this control monument indicate possible
 EA0464.vertical movement.
 EA0464
 EA0464.The geoid height was determined by GEOID03.
 EA0464
 EA0464.The dynamic height is computed by dividing the NAVD 88
 EA0464.geopotential number by the normal gravity value computed on the
 EA0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0464.degrees latitude (g = 980.6199 gals.).
 EA0464
 EA0464.The modeled gravity was interpolated from observed gravity values.
 EA0464
 EA0464;                    North         East    Units  Estimated Accuracy
 EA0464;SPC NC       -    75,140.      733,930.      MT  (+/- 180 meters Scaled)
 EA0464
 EA0464                          SUPERSEDED SURVEY CONTROL
 EA0464
 EA0464  NGVD 29 (??/??/92)   15.238  (m)           49.99   (f) ADJ UNCH    1 1
 EA0464
 EA0464.Superseded values are not recommended for survey control.
 EA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0464.See file dsdata.txt to determine how the superseded data were derived.
 EA0464
 EA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD566118(NAD 83)
 EA0464_MARKER: DB = BENCH MARK DISK
 EA0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0464_SP_SET: 48 FEET
 EA0464_STAMPING: A 117 1963
 EA0464_MARK LOGO: CGS   
 EA0464_PROJECTION: FLUSH
 EA0464_MAGNETIC: I = MARKER IS A STEEL ROD
 EA0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0464+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 EA0464_ROD/PIPE-DEPTH: 14.6 meters
 EA0464
 EA0464  HISTORY     - Date     Condition        Report By
 EA0464  HISTORY     - 1963     MONUMENTED       CGS
 EA0464  HISTORY     - 1979     GOOD             NCGS
 EA0464  HISTORY     - 19990701 GOOD             NCGS
 EA0464  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA0464  HISTORY     - 20060319 GOOD             USPSQD
 EA0464
 EA0464                          STATION DESCRIPTION
 EA0464
 EA0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0464'4.9 MI NE FROM HAMPSTEAD.
 EA0464'4.9 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0464'THE HAMPSTEAD TOPSAIL SCHOOL AT HAMPSTEAD, AT A COMMUNITY KNOWN
 EA0464'LOCALLY AS WOODSIDE, AT A DIM WOODS ROAD CROSSING LEADING
 EA0464'NORTHWEST, 116 FEET NORTH OF CENTER OF CROSSING, 68 FEET NORTHWEST
 EA0464'OF NORTHWEST RAIL, 50 FEET NORTHEAST OF CENTER LINE OF WOODS ROAD,
 EA0464'2 1/2 FEET NORTHEAST OF TELEPHONE POLE 2018, 1.5 FEET SOUTHWEST OF
 EA0464'A CREOSOTE WITNESS POST, ABOUT LEVEL WITH TRACK, AND IS A DISK ON
 EA0464'A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE GROUND AND
 EA0464'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 5 INCHES.  THE ROD WAS
 EA0464'DRIVEN TO A DEPTH OF 48 FEET.
 EA0464
 EA0464                          STATION RECOVERY (1979)
 EA0464
 EA0464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0464'5.25 MILES NORTHEAST ALONG U.S. 17 FROM JUNCTION WITH N.C. 210
 EA0464'AT HAMPSTEAD, AT A DIM WOODS ROAD CROSSING RAILROAD ON LEFT, 50.0
 EA0464'FEET NORTHEAST OF CENTERLINE OF WOODS ROAD, 116.0 FEET NORTH OF
 EA0464'CENTER OF CROSSING, 68.0 FEET NORTHWEST OF NORTHWEST RAIL, 35.1
 EA0464'FEET WEST OF 12 INCH PINE WITH REFERENCE TAG AND 69.3 FEET NORTH
 EA0464'OF NORTHEAST GATE POST FOR IRON GATE.
 EA0464'THE MARK IS 0.6 FT  SW FROM A WITNESS POST.
 EA0464'THE MARK IS 3 FT ABOVE TRACKS.
 EA0464
 EA0464                          STATION RECOVERY (1999)
 EA0464
 EA0464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0464'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA0464'CORRECTIONS. STATION IS ABOUT 1-FT BELOW THE CENTERLINE OF US 17 AND
 EA0464'PROJECTS 3 INCHES ABOVE THE GROUND. LOCATED 86.3 FT (26.3 M) NORTHWEST
 EA0464'OF THE CENTERLINE OF US 17 SOUTH BOUND LANES, 255 FT (77.7 M)
 EA0464'NORTHEAST OF THE GRAVEL ROAD LEADING NORTHWEST, 29.8 FT (9.1 M)
 EA0464'NORTHWEST OF NCDOT RIGHT-OF-WAY DISK. MARK IS NOW IN AN OPEN, GRASSY
 EA0464'FIELD. THE RAILROAD AND IRON GATE ARE GONE, AND THE 12 INCH PINE
 EA0464'REFERNCED IS NOW 24 INCHES.
 EA0464
 EA0464                          STATION RECOVERY (2005)
 EA0464
 EA0464'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0464'MARK NOT FOUND.
 EA0464
 EA0464                          STATION RECOVERY (2006)
 EA0464
 EA0464'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0310 ***********************************************************************
 EY0310  DESIGNATION -  A 118
 EY0310  PID         -  EY0310
 EY0310  STATE/COUNTY-  NC/BEAUFORT
 EY0310  USGS QUAD   -  BUNYAN (1974)
 EY0310
 EY0310                         *CURRENT SURVEY CONTROL
 EY0310  ___________________________________________________________________
 EY0310* NAD 83(1986)-  35 32 13.     (N)    076 58 31.     (W)     SCALED    
 EY0310* NAVD 88     -         3.847  (meters)      12.62   (feet)  ADJUSTED  
 EY0310  ___________________________________________________________________
 EY0310  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 EY0310  DYNAMIC HT  -           3.844 (meters)      12.61  (feet)  COMP
 EY0310  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 EY0310
 EY0310  VERT ORDER  -  FIRST     CLASS I
 EY0310
 EY0310.The horizontal coordinates were scaled from a topographic map and have
 EY0310.an estimated accuracy of +/- 6 seconds.
 EY0310
 EY0310.The orthometric height was determined by differential leveling
 EY0310.and adjusted in June 1991.
 EY0310.WARNING-Repeat measurements at this control monument indicate possible
 EY0310.vertical movement.
 EY0310
 EY0310.The geoid height was determined by GEOID03.
 EY0310
 EY0310.The dynamic height is computed by dividing the NAVD 88
 EY0310.geopotential number by the normal gravity value computed on the
 EY0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0310.degrees latitude (g = 980.6199 gals.).
 EY0310
 EY0310.The modeled gravity was interpolated from observed gravity values.
 EY0310
 EY0310;                    North         East    Units  Estimated Accuracy
 EY0310;SPC NC       -   200,100.      793,190.      MT  (+/- 180 meters Scaled)
 EY0310
 EY0310                          SUPERSEDED SURVEY CONTROL
 EY0310
 EY0310  NGVD 29 (??/??/92)    4.172  (m)           13.69   (f) ADJ UNCH    1 1
 EY0310
 EY0310.Superseded values are not recommended for survey control.
 EY0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0310.See file dsdata.txt to determine how the superseded data were derived.
 EY0310
 EY0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE209343(NAD 83)
 EY0310_MARKER: DB = BENCH MARK DISK
 EY0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0310_SP_SET: ABUTMENT
 EY0310_STAMPING: A 118 1963
 EY0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0310
 EY0310  HISTORY     - Date     Condition        Report By
 EY0310  HISTORY     - 1963     MONUMENTED       CGS
 EY0310  HISTORY     - 1979     GOOD             NCGS
 EY0310  HISTORY     - 19870829 GOOD             USPSQD
 EY0310  HISTORY     - 20060312 GOOD             USPSQD
 EY0310
 EY0310                          STATION DESCRIPTION
 EY0310
 EY0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0310'4.2 MI NE FROM WASHINGTON.
 EY0310'ABOUT 4.15 MILES EAST AND NORTHEAST ALONG THE NORFOLK SOUTHERN
 EY0310'RAILWAY FROM THE STATION AT WASHINGTON, 156 FEET NORTHEAST OF
 EY0310'MILEPOST 122, AT THE CROSSING OF U.S. HIGHWAY 264, 81 FEET
 EY0310'NORTHEAST OF THE CENTER OF THE CROSSING, ON TOP OF THE SOUTHEAST
 EY0310'END OF THE SOUTHWEST ABUTMENT FOR RAILWAY TRESTLE, 5.3 FEET
 EY0310'SOUTHEAST OF THE SOUTHEAST RAIL, 63 FEET NORTHEAST OF A POLE
 EY0310'SUPPORTING CROSSING SIGN, AND IS ABOUT 1 FOOT BELOW THE LEVEL
 EY0310'OF THE TRACK.
 EY0310
 EY0310                          STATION RECOVERY (1979)
 EY0310
 EY0310'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0310'4.8 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17
 EY0310'IN WASHINGTON, AT THE CROSSING OF NORFOLK SOUTHERN RAILROAD, SET
 EY0310'ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT FOR RAILROAD
 EY0310'TRESTLE OVER CREEK, 41.4 FEET NORTHEAST OF A METAL RAILROAD SIGNAL
 EY0310'POST, 86.3 FEET NORTHEAST OF HIGHWAY CROSSING, 5.5 FEET SOUTHEAST
 EY0310'OF SOUTHEAST RAIL AND 66.2 FEET NORTH OF CENTERLINE OF HIGHWAY.
 EY0310'THE MARK IS 2 FT BELOW TRACK.
 EY0310
 EY0310                          STATION RECOVERY (1987)
 EY0310
 EY0310'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0310'RECOVERED IN GOOD CONDITION.
 EY0310
 EY0310                          STATION RECOVERY (2006)
 EY0310
 EY0310'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0210 ***********************************************************************
 FA0210  DESIGNATION -  A 119
 FA0210  PID         -  FA0210
 FA0210  STATE/COUNTY-  NC/MECKLENBURG
 FA0210  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0210
 FA0210                         *CURRENT SURVEY CONTROL
 FA0210  ___________________________________________________________________
 FA0210* NAD 83(1986)-  35 12 42.     (N)    080 56 16.     (W)     SCALED    
 FA0210* NAVD 88     -       221.005  (meters)     725.08   (feet)  ADJUSTED  
 FA0210  ___________________________________________________________________
 FA0210  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FA0210  DYNAMIC HT  -         220.804 (meters)     724.42  (feet)  COMP
 FA0210  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 FA0210
 FA0210  VERT ORDER  -  SECOND    CLASS 0
 FA0210
 FA0210.This mark is at Charlotte-Douglas Intl Airport (CLT)
 FA0210
 FA0210.The horizontal coordinates were scaled from a topographic map and have
 FA0210.an estimated accuracy of +/- 6 seconds.
 FA0210
 FA0210.The orthometric height was determined by differential leveling
 FA0210.and adjusted in June 1991.
 FA0210
 FA0210.The geoid height was determined by GEOID03.
 FA0210
 FA0210.The dynamic height is computed by dividing the NAVD 88
 FA0210.geopotential number by the normal gravity value computed on the
 FA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0210.degrees latitude (g = 980.6199 gals.).
 FA0210
 FA0210.The modeled gravity was interpolated from observed gravity values.
 FA0210
 FA0210;                    North         East    Units  Estimated Accuracy
 FA0210;SPC NC       -   163,860.      433,200.      MT  (+/- 180 meters Scaled)
 FA0210
 FA0210                          SUPERSEDED SURVEY CONTROL
 FA0210
 FA0210  NGVD 29 (??/??/92)  221.23   (m)          725.8    (f) COMPUTED    2 0
 FA0210
 FA0210.Superseded values are not recommended for survey control.
 FA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0210.See file dsdata.txt to determine how the superseded data were derived.
 FA0210
 FA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU056965(NAD 83)
 FA0210_MARKER: DB = BENCH MARK DISK
 FA0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0210_SP_SET: CURB
 FA0210_STAMPING: A 119 1957
 FA0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0210+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 FA0210
 FA0210  HISTORY     - Date     Condition        Report By
 FA0210  HISTORY     - 1957     MONUMENTED       CGS
 FA0210  HISTORY     - 1974     GOOD             NGS
 FA0210  HISTORY     - 1983     GOOD             NGS
 FA0210  HISTORY     - 1983     GOOD             USGS
 FA0210  HISTORY     - 1987     GOOD             USPSQD
 FA0210  HISTORY     - 1987     GOOD             USPSQD
 FA0210  HISTORY     - 1988     GOOD             USPSQD
 FA0210  HISTORY     - 1988     GOOD             USPSQD
 FA0210  HISTORY     - 1989     GOOD             USPSQD
 FA0210  HISTORY     - 20030514 GOOD             USPSQD
 FA0210  HISTORY     - 20060829 GOOD             USPSQD
 FA0210  HISTORY     - 20070418 GOOD             NGS
 FA0210
 FA0210                          STATION DESCRIPTION
 FA0210
 FA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FA0210'5 MI SW FROM CHARLOTTE.
 FA0210'AT DOUGLAS MUNICIPAL AIRPORT, CHARLOTTE, NORTH CAROLINA, AT THE
 FA0210'TERMINAL BUILDING, CENTRICALLY LOCATED ON THE SOUTH PASSENGER
 FA0210'LOADING STAND AND SET ONE FOOT NORTH OF THE NORTH DRIVEWAY CURB.
 FA0210'A STANDARD DISK SET IN A DRILL HOLE AND STAMPED A 119 1957.
 FA0210
 FA0210                          STATION RECOVERY (1974)
 FA0210
 FA0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1983)
 FA0210
 FA0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FA0210'LOCATED AT THE OLD DOUGLAS MUNICIPAL AIRPORT TERMINAL ON THE SOUTH
 FA0210'SIDE OF THE BUILDING , 1 FOOT NORTH OF THE DRIVEWAY CURB NEAR THE
 FA0210'EAST-MOST ONE OF TWO ENTRANCE DOORS. THE BUILDING IS BEING REMODELED
 FA0210'FOR OFFICE RENTALS.
 FA0210
 FA0210                          STATION RECOVERY (1983)
 FA0210
 FA0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1987)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1987)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1988)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1988)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (1989)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (2003)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (2006)
 FA0210
 FA0210'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0210'RECOVERED IN GOOD CONDITION.
 FA0210
 FA0210                          STATION RECOVERY (2007)
 FA0210
 FA0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DW)
 FA0210'OLD TERMINAL (NOW OFFICES) IS AT NORTH END OF YORKMONT ROAD, 1.2 MILES
 FA0210'NORTH OF WEST BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1579 ***********************************************************************
 EZ1579  DESIGNATION -  A 12
 EZ1579  PID         -  EZ1579
 EZ1579  STATE/COUNTY-  NC/RANDOLPH
 EZ1579  USGS QUAD   -  LIBERTY (1974)
 EZ1579
 EZ1579                         *CURRENT SURVEY CONTROL
 EZ1579  ___________________________________________________________________
 EZ1579* NAD 83(1986)-  35 49 52.     (N)    079 34 05.     (W)     SCALED    
 EZ1579* NAVD 88     -       213.656  (meters)     700.97   (feet)  ADJUSTED  
 EZ1579  ___________________________________________________________________
 EZ1579  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EZ1579  DYNAMIC HT  -         213.475 (meters)     700.38  (feet)  COMP
 EZ1579  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 EZ1579
 EZ1579  VERT ORDER  -  FIRST     CLASS II
 EZ1579
 EZ1579.The horizontal coordinates were scaled from a topographic map and have
 EZ1579.an estimated accuracy of +/- 6 seconds.
 EZ1579
 EZ1579.The orthometric height was determined by differential leveling
 EZ1579.and adjusted in June 1991.
 EZ1579
 EZ1579.The geoid height was determined by GEOID03.
 EZ1579
 EZ1579.The dynamic height is computed by dividing the NAVD 88
 EZ1579.geopotential number by the normal gravity value computed on the
 EZ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1579.degrees latitude (g = 980.6199 gals.).
 EZ1579
 EZ1579.The modeled gravity was interpolated from observed gravity values.
 EZ1579
 EZ1579;                    North         East    Units  Estimated Accuracy
 EZ1579;SPC NC       -   231,010.      558,280.      MT  (+/- 180 meters Scaled)
 EZ1579
 EZ1579                          SUPERSEDED SURVEY CONTROL
 EZ1579
 EZ1579  NGVD 29 (??/??/92)  213.879  (m)          701.70   (f) ADJ UNCH    1 2
 EZ1579
 EZ1579.Superseded values are not recommended for survey control.
 EZ1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1579.See file dsdata.txt to determine how the superseded data were derived.
 EZ1579
 EZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV293661(NAD 83)
 EZ1579_MARKER: DB = BENCH MARK DISK
 EZ1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1579_STAMPING: EL 701.721 FT A 12 1918
 EZ1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1579+STABILITY: SURFACE MOTION
 EZ1579
 EZ1579  HISTORY     - Date     Condition        Report By
 EZ1579  HISTORY     - 1918     MONUMENTED       CGS
 EZ1579  HISTORY     - 1935     GOOD             NGS
 EZ1579  HISTORY     - 1974     MARK NOT FOUND   USGS
 EZ1579  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EZ1579
 EZ1579                          STATION DESCRIPTION
 EZ1579
 EZ1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1579'1.7 MI E FROM LIBERTY.
 EZ1579'1.7 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY (FORMERLY ATLANTIC
 EZ1579'AND YADKIN RAILWAY) FROM LIBERTY, RANDOLPH COUNTY, 0.4 MILE
 EZ1579'SOUTHEAST OF MILEPOST 94, 87 YARDS NORTHWEST OF WOODEN TRESTLE
 EZ1579'94.5, AT A FARM-ROAD CROSSING, 2 FEET NORTH OF THE CROSSING
 EZ1579'SIGNPOST, 25 FEET WEST OF THE WEST RAIL, AND SET IN THE TOP
 EZ1579'OF A CONCRETE POST PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 EZ1579
 EZ1579                          STATION RECOVERY (1974)
 EZ1579
 EZ1579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ1579'MARK NOT FOUND.
 EZ1579
 EZ1579                          STATION RECOVERY (1975)
 EZ1579
 EZ1579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EZ1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0492 ***********************************************************************
 FB0492  DESIGNATION -  A 122
 FB0492  PID         -  FB0492
 FB0492  STATE/COUNTY-  NC/BUNCOMBE
 FB0492  USGS QUAD   -  SKYLAND (1991)
 FB0492
 FB0492                         *CURRENT SURVEY CONTROL
 FB0492  ___________________________________________________________________
 FB0492* NAD 83(1986)-  35 26 15.     (N)    082 32 26.     (W)     SCALED    
 FB0492* NAVD 88     -       654.951  (meters)    2148.79   (feet)  ADJUSTED  
 FB0492  ___________________________________________________________________
 FB0492  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB0492  DYNAMIC HT  -         654.274 (meters)    2146.56  (feet)  COMP
 FB0492  MODELED GRAV-     979,577.1   (mgal)                       NAVD 88
 FB0492
 FB0492  VERT ORDER  -  SECOND    CLASS II
 FB0492
 FB0492.This mark is at Asheville Airport (AVL)
 FB0492
 FB0492.The horizontal coordinates were scaled from a topographic map and have
 FB0492.an estimated accuracy of +/- 6 seconds.
 FB0492
 FB0492.The orthometric height was determined by differential leveling
 FB0492.and adjusted in October 2005.
 FB0492.No vertical observational check was made to the station.
 FB0492
 FB0492.The geoid height was determined by GEOID03.
 FB0492
 FB0492.The dynamic height is computed by dividing the NAVD 88
 FB0492.geopotential number by the normal gravity value computed on the
 FB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0492.degrees latitude (g = 980.6199 gals.).
 FB0492
 FB0492.The modeled gravity was interpolated from observed gravity values.
 FB0492
 FB0492;                    North         East    Units  Estimated Accuracy
 FB0492;SPC NC       -   192,930.      288,230.      MT  (+/- 180 meters Scaled)
 FB0492
 FB0492                          SUPERSEDED SURVEY CONTROL
 FB0492
 FB0492  NAVD 88 (06/15/91)  655.016  (m)         2149.00   (f) UNKNOWN     2 0
 FB0492  NGVD 29 (??/??/92)  655.017  (m)         2149.00   (f) ADJ UNCH    2 0
 FB0492
 FB0492.Superseded values are not recommended for survey control.
 FB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0492.See file dsdata.txt to determine how the superseded data were derived.
 FB0492
 FB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV601226(NAD 83)
 FB0492_MARKER: DB = BENCH MARK DISK
 FB0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0492_SP_SET: CONCRETE CULVERT
 FB0492_STAMPING: A 122 1962
 FB0492_MARK LOGO: CGS   
 FB0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0492+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 FB0492
 FB0492  HISTORY     - Date     Condition        Report By
 FB0492  HISTORY     - 1962     MONUMENTED       CGS
 FB0492  HISTORY     - 1974     GOOD             NGS
 FB0492  HISTORY     - 1981     GOOD             USGS
 FB0492  HISTORY     - 20010426 GOOD             NCGS
 FB0492
 FB0492                          STATION DESCRIPTION
 FB0492
 FB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FB0492'2.6 MI W FROM FLETCHER.
 FB0492'MARK IS LOCATED ABOUT 2.6 MILES WEST OF FLETCHER, NORTH CAROLINA,
 FB0492'ON THE PROPERTY OF ASHEVILLE AIRPORT, NEAR THE CENTER OF THE
 FB0492'FIELD, IN THE SW CORNER OF A CONCRETE HEADWALL OF A CULVERT UNDER
 FB0492'THE NORTHERN MOST EAST-WEST TAXIWAY, 120.7 FT EAST OF THE CENTERLINE
 FB0492'OF THE NORTH-SOUTH (MAIN) TAXIWAY, 76.5 FT SOUTH OF THE CENTERLINE
 FB0492'OF THE NORTHERN-MOST EAST-WEST TAXIWAY, 42 FT SW OF CENTER OF
 FB0492'METAL RWY MARKER BOX, 46 FT SW OF TAXIWAY LIGHT 329, 80.3 FT EAST
 FB0492'OF TAXIWAY LIGHT 333 IN ASPHALT LINED DRAIN, 23 FT NE OF CENTERLINE
 FB0492'OF ASPHALT DRAIN, SET IN A DRILL HOLE FLUSH WITH THE SURFACE
 FB0492'(HORIZONTAL), A STANDARD DISK STAMPED A 122 1962.
 FB0492
 FB0492                          STATION RECOVERY (1974)
 FB0492
 FB0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FB0492'RECOVERED IN GOOD CONDITION.
 FB0492
 FB0492                          STATION RECOVERY (1981)
 FB0492
 FB0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FB0492'RECOVERED IN GOOD CONDITION.
 FB0492
 FB0492                          STATION RECOVERY (2001)
 FB0492
 FB0492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB0492'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1050 ***********************************************************************
 FZ1050  DESIGNATION -  A 123
 FZ1050  PID         -  FZ1050
 FZ1050  STATE/COUNTY-  NC/WATAUGA
 FZ1050  USGS QUAD   -  SHERWOOD (1994)
 FZ1050
 FZ1050                         *CURRENT SURVEY CONTROL
 FZ1050  ___________________________________________________________________
 FZ1050* NAD 83(1986)-  36 20 25.     (N)    081 48 10.     (W)     SCALED    
 FZ1050* NAVD 88     -      1016.801  (meters)    3335.95   (feet)  ADJUSTED  
 FZ1050  ___________________________________________________________________
 FZ1050  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FZ1050  DYNAMIC HT  -        1015.766 (meters)    3332.56  (feet)  COMP
 FZ1050  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 FZ1050
 FZ1050  VERT ORDER  -  SECOND    CLASS 0
 FZ1050
 FZ1050.The horizontal coordinates were scaled from a topographic map and have
 FZ1050.an estimated accuracy of +/- 6 seconds.
 FZ1050
 FZ1050.The orthometric height was determined by differential leveling
 FZ1050.and adjusted in June 1991.
 FZ1050
 FZ1050.The geoid height was determined by GEOID03.
 FZ1050
 FZ1050.The dynamic height is computed by dividing the NAVD 88
 FZ1050.geopotential number by the normal gravity value computed on the
 FZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1050.degrees latitude (g = 980.6199 gals.).
 FZ1050
 FZ1050.The modeled gravity was interpolated from observed gravity values.
 FZ1050
 FZ1050;                    North         East    Units  Estimated Accuracy
 FZ1050;SPC NC       -   290,910.      358,000.      MT  (+/- 180 meters Scaled)
 FZ1050
 FZ1050                          SUPERSEDED SURVEY CONTROL
 FZ1050
 FZ1050  NGVD 29 (??/??/92) 1016.930  (m)         3336.38   (f) ADJ UNCH    2 0
 FZ1050
 FZ1050.Superseded values are not recommended for survey control.
 FZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1050.See file dsdata.txt to determine how the superseded data were derived.
 FZ1050
 FZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA279219(NAD 83)
 FZ1050_MARKER: DB = BENCH MARK DISK
 FZ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1050_STAMPING: A 123 1935
 FZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1050+STABILITY: SURFACE MOTION
 FZ1050
 FZ1050  HISTORY     - Date     Condition        Report By
 FZ1050  HISTORY     - 1935     MONUMENTED       CGS
 FZ1050  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ1050
 FZ1050                          STATION DESCRIPTION
 FZ1050
 FZ1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1050'1.8 MI NE FROM REESE.
 FZ1050'1.8 MILES NORTHEAST ALONG THE BEAVERDAM ROAD FROM THE BEAVERDAM
 FZ1050'CHURCH AT REESE, WATAUGA COUNTY, 1.1 MILES SOUTHWEST OF THE NORTH
 FZ1050'CAROLINA-TENNESSEE STATE LINE, 200 FEET NORTHEAST OF A LONE
 FZ1050'24-INCH POPLAR TREE, 175 FEET SOUTH OF A LARGE BARN, 100 FEET
 FZ1050'SOUTHWEST OF A BARN AND CORN-CRIB, ON THE SOUTHEAST SIDE OF THE
 FZ1050'ROAD, AT A TWO-STORY FARMHOUSE, 20 FEET NORTHWEST OF THE FRONT
 FZ1050'DOOR, NEAR A SMALL GATE TO THE HOUSE, AND ON THE OUTSIDE OF THE
 FZ1050'FRONT FENCE.  A STANDARD DISK, STAMPED A 123 1935 AND SET IN
 FZ1050'THE TOP OF A CONCRETE POST.
 FZ1050
 FZ1050                          STATION RECOVERY (2003)
 FZ1050
 FZ1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ1050'MARK NOT FOUND AFTER 5 MINUTE SEARCH. CONCRETE STAIR COVERS LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0141 ***********************************************************************
 FB0141  DESIGNATION -  A 125
 FB0141  PID         -  FB0141
 FB0141  STATE/COUNTY-  NC/YANCEY
 FB0141  USGS QUAD   -  BALD CREEK (1990)
 FB0141
 FB0141                         *CURRENT SURVEY CONTROL
 FB0141  ___________________________________________________________________
 FB0141* NAD 83(1986)-  35 59 37.     (N)    082 22 36.     (W)     SCALED    
 FB0141* NAVD 88     -       690.06   (+/-2cm)    2264.0    (feet)  VERTCON   
 FB0141  ___________________________________________________________________
 FB0141  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB0141  VERT ORDER  -  ? (See Below)
 FB0141
 FB0141.The horizontal coordinates were scaled from a topographic map and have
 FB0141.an estimated accuracy of +/- 6 seconds.
 FB0141
 FB0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0141.The vertical order pertains to the NGVD 29 superseded value.
 FB0141
 FB0141.The geoid height was determined by GEOID03.
 FB0141
 FB0141;                    North         East    Units  Estimated Accuracy
 FB0141;SPC NC       -   254,070.      305,200.      MT  (+/- 180 meters Scaled)
 FB0141
 FB0141                          SUPERSEDED SURVEY CONTROL
 FB0141
 FB0141  NGVD 29 (??/??/92)  690.148  (m)         2264.26   (f) ADJ UNCH    ?  
 FB0141
 FB0141.Superseded values are not recommended for survey control.
 FB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0141.See file dsdata.txt to determine how the superseded data were derived.
 FB0141
 FB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV759841(NAD 83)
 FB0141_MARKER: DB = BENCH MARK DISK
 FB0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0141_SP_SET: CULVERT
 FB0141_STAMPING: A 125 1935
 FB0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0141
 FB0141  HISTORY     - Date     Condition        Report By
 FB0141  HISTORY     - 1935     MONUMENTED       CGS
 FB0141  HISTORY     - 1938     GOOD             TVA
 FB0141
 FB0141                          STATION DESCRIPTION
 FB0141
 FB0141'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0141'3.2 MI W FROM RAMSAYTOWN.
 FB0141'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 19W AND 23 FROM RAMSAYTOWN,
 FB0141'YANCEY COUNTY, ABOUT 1.3 MILES EAST OF LEWISBURG, ABOUT 800 FEET
 FB0141'SOUTH OF THE CHARLIE BRADFORD HOUSE, ABOUT 175 FEET SOUTHWEST
 FB0141'OF A BARN, ABOUT 90 FEET SOUTHWEST OF CANE RIVER, 12 FEET SOUTHWEST
 FB0141'OF THE HIGHWAY, AT A CONCRETE CULVERT OVER WILDCAT BRANCH, ON THE
 FB0141'LEFT BANK, 10 FEET WEST OF THE CULVERT, IN THE SOUTHWEST HEAD
 FB0141'WALL, 16 INCHES EAST OF THE WEST EDGE, AND 4 FEET LOWER THAN THE
 FB0141'HIGHWAY.  A STANDARD DISK, STAMPED A 125 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0821 ***********************************************************************
 FB0821  DESIGNATION -  A 126
 FB0821  PID         -  FB0821
 FB0821  STATE/COUNTY-  NC/MADISON
 FB0821  USGS QUAD   -  SAMS GAP (1978)
 FB0821
 FB0821                         *CURRENT SURVEY CONTROL
 FB0821  ___________________________________________________________________
 FB0821* NAD 83(1986)-  35 54 53.     (N)    082 33 18.     (W)     SCALED    
 FB0821* NAVD 88     -       881.44   (+/-2cm)    2891.9    (feet)  VERTCON   
 FB0821  ___________________________________________________________________
 FB0821  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB0821  VERT ORDER  -  ? (See Below)
 FB0821
 FB0821.The horizontal coordinates were scaled from a topographic map and have
 FB0821.an estimated accuracy of +/- 6 seconds.
 FB0821
 FB0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0821.The vertical order pertains to the NGVD 29 superseded value.
 FB0821
 FB0821.The geoid height was determined by GEOID03.
 FB0821
 FB0821;                    North         East    Units  Estimated Accuracy
 FB0821;SPC NC       -   245,880.      288,810.      MT  (+/- 180 meters Scaled)
 FB0821
 FB0821                          SUPERSEDED SURVEY CONTROL
 FB0821
 FB0821  NGVD 29 (??/??/92)  881.505  (m)         2892.07   (f) ADJ UNCH    ?  
 FB0821
 FB0821.Superseded values are not recommended for survey control.
 FB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0821.See file dsdata.txt to determine how the superseded data were derived.
 FB0821
 FB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV596756(NAD 83)
 FB0821_MARKER: DB = BENCH MARK DISK
 FB0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0821_SP_SET: CULVERT
 FB0821_STAMPING: A 126 1935
 FB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0821
 FB0821  HISTORY     - Date     Condition        Report By
 FB0821  HISTORY     - 1935     MONUMENTED       CGS
 FB0821  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0821
 FB0821                          STATION DESCRIPTION
 FB0821
 FB0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0821'AT LITTLE CREEK.
 FB0821'AT LITTLE CREEK, ON STATE HIGHWAY 36, 500 FEET SOUTHEAST OF THE
 FB0821'CENTER OF THE TOWN, 90 FEET EAST OF BIG LAUREL CREEK, 80 FEET
 FB0821'SOUTH OF CORNS CHAPEL, 8 FEET EAST OF THE HIGHWAY, AT A CULVERT,
 FB0821'AND IN THE TOP OF THE NORTH END OF THE EAST HEADWALL.  A STANDARD
 FB0821'DISK, STAMPED A 126 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1070 ***********************************************************************
 FB1070  DESIGNATION -  A 127
 FB1070  PID         -  FB1070
 FB1070  STATE/COUNTY-  NC/BUNCOMBE
 FB1070  USGS QUAD   -  LEICESTER (1990)
 FB1070
 FB1070                         *CURRENT SURVEY CONTROL
 FB1070  ___________________________________________________________________
 FB1070* NAD 83(1986)-  35 39 18.     (N)    082 41 45.     (W)     SCALED    
 FB1070* NAVD 88     -       636.945  (meters)    2089.71   (feet)  ADJUSTED  
 FB1070  ___________________________________________________________________
 FB1070  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB1070  DYNAMIC HT  -         636.299 (meters)    2087.59  (feet)  COMP
 FB1070  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 FB1070
 FB1070  VERT ORDER  -  SECOND    CLASS 0
 FB1070
 FB1070.The horizontal coordinates were scaled from a topographic map and have
 FB1070.an estimated accuracy of +/- 6 seconds.
 FB1070
 FB1070.The orthometric height was determined by differential leveling
 FB1070.and adjusted in June 1991.
 FB1070
 FB1070.The geoid height was determined by GEOID03.
 FB1070
 FB1070.The dynamic height is computed by dividing the NAVD 88
 FB1070.geopotential number by the normal gravity value computed on the
 FB1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1070.degrees latitude (g = 980.6199 gals.).
 FB1070
 FB1070.The modeled gravity was interpolated from observed gravity values.
 FB1070
 FB1070;                    North         East    Units  Estimated Accuracy
 FB1070;SPC NC       -   217,550.      275,040.      MT  (+/- 180 meters Scaled)
 FB1070
 FB1070                          SUPERSEDED SURVEY CONTROL
 FB1070
 FB1070  NGVD 29 (??/??/92)  636.998  (m)         2089.88   (f) ADJ UNCH    2 0
 FB1070
 FB1070.Superseded values are not recommended for survey control.
 FB1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1070.See file dsdata.txt to determine how the superseded data were derived.
 FB1070
 FB1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV464470(NAD 83)
 FB1070_MARKER: DB = BENCH MARK DISK
 FB1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1070_SP_SET: BUILDING
 FB1070_STAMPING: A 127 1935
 FB1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1070
 FB1070  HISTORY     - Date     Condition        Report By
 FB1070  HISTORY     - 1935     MONUMENTED       CGS
 FB1070  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 FB1070  HISTORY     - 19990218 MARK NOT FOUND   NCGS
 FB1070
 FB1070                          STATION DESCRIPTION
 FB1070
 FB1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1070'AT LEICESTER.
 FB1070'AT LEICESTER, BUNCOMBE COUNTY, 70 FEET SOUTHEAST OF THE PRESENT
 FB1070'POST OFFICE, 51.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FB1070'WILLIE MEARS STORE, 47 FEET SOUTH OF THE GARAGE OPERATED BY P.G.
 FB1070'MILLER, 17.2 FEET SOUTHEAST OF THE L.A. SLUTER STORE, AT THE DAVIS
 FB1070'STORE (THE BUILDING WAS OCCUPIED BY THE POST OFFICE IN 1935),
 FB1070'IN THE WALL, 1.5 FEET EAST OF THE NORTHWEST CORNER, 11 FEET
 FB1070'SOUTHWEST OF THE HIGHWAY, AND 2 FEET ABOVE THE SIDEWALK.  A STANDARD
 FB1070'DISK, STAMPED A 127 1935 AND SET VERTICALLY.
 FB1070
 FB1070                          STATION RECOVERY (1984)
 FB1070
 FB1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB1070'PROBABLY LOST DURING HIGHWAY CONSTRUCTION.  ALL REFERENCES IN
 FB1070'DESCRIPTION ARE GONE.
 FB1070
 FB1070                          STATION RECOVERY (1999)
 FB1070
 FB1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB1070'NOT FOUND, INADEQUATE DESCRIPTION, PROBABLY DESTROYED BY NEW
 FB1070'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0267 ***********************************************************************
 FB0267  DESIGNATION -  A 129
 FB0267  PID         -  FB0267
 FB0267  STATE/COUNTY-  NC/MCDOWELL
 FB0267  USGS QUAD   -  OLD FORT (1994)
 FB0267
 FB0267                         *CURRENT SURVEY CONTROL
 FB0267  ___________________________________________________________________
 FB0267* NAD 83(1986)-  35 40 07.     (N)    082 11 14.     (W)     SCALED    
 FB0267* NAVD 88     -       481.612  (meters)    1580.09   (feet)  ADJUSTED  
 FB0267  ___________________________________________________________________
 FB0267  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 FB0267  DYNAMIC HT  -         481.118 (meters)    1578.47  (feet)  COMP
 FB0267  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 FB0267
 FB0267  VERT ORDER  -  SECOND    CLASS 0
 FB0267
 FB0267.The horizontal coordinates were scaled from a topographic map and have
 FB0267.an estimated accuracy of +/- 6 seconds.
 FB0267
 FB0267.The orthometric height was determined by differential leveling
 FB0267.and adjusted in June 1991.
 FB0267
 FB0267.The geoid height was determined by GEOID03.
 FB0267
 FB0267.The dynamic height is computed by dividing the NAVD 88
 FB0267.geopotential number by the normal gravity value computed on the
 FB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0267.degrees latitude (g = 980.6199 gals.).
 FB0267
 FB0267.The modeled gravity was interpolated from observed gravity values.
 FB0267
 FB0267;                    North         East    Units  Estimated Accuracy
 FB0267;SPC NC       -   217,470.      321,110.      MT  (+/- 180 meters Scaled)
 FB0267
 FB0267                          SUPERSEDED SURVEY CONTROL
 FB0267
 FB0267  NGVD 29 (??/??/92)  481.676  (m)         1580.30   (f) ADJ UNCH    2 0
 FB0267
 FB0267.Superseded values are not recommended for survey control.
 FB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0267.See file dsdata.txt to determine how the superseded data were derived.
 FB0267
 FB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV925478(NAD 83)
 FB0267_MARKER: DB = BENCH MARK DISK
 FB0267_SETTING: 66 = SET IN ROCK OUTCROP
 FB0267_SP_SET: ROCK LEDGE
 FB0267_STAMPING: A 129 1935
 FB0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0267+STABILITY: POSITION/ELEVATION WELL
 FB0267
 FB0267  HISTORY     - Date     Condition        Report By
 FB0267  HISTORY     - 1935     MONUMENTED       CGS
 FB0267
 FB0267                          STATION DESCRIPTION
 FB0267
 FB0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0267'1.7 MI NE FROM OLD FORT.
 FB0267'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 70 AND 64 FROM THE
 FB0267'POST OFFICE AT OLD FORT, MC DOWELL COUNTY, THENCE ABOUT 2.8 MILES
 FB0267'NORTH ALONG CURTIS CREEK ROAD, ABOUT 0.9 MILE SOUTH OF THE
 FB0267'JUNCTION OF THE CONNELLY HOUSE ROAD, ABOUT 0.1 MILE SOUTH OF
 FB0267'A SHARP CURVE, 85 YARDS EAST ACROSS THE ROAD FROM A SMALL FRAME
 FB0267'SCHOOL BUILDING, 29 YARDS NORTH OF A PASSING AREA IN THE ROAD,
 FB0267'30 FEET NORTHEAST OF HIGHWAY STATION MARKER 3+9, IN THE TOP OF A
 FB0267'ROCK LEDGE, 4-1/2 YARDS EAST OF THE CENTER LINE OF THE ROAD,
 FB0267'4.0 FEET NORTH OF A SMALL WATERCOURSE, AND 4 FEET HIGHER THAN THE
 FB0267'ROAD.  A STANDARD DISK, STAMPED A 129 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1174 ***********************************************************************
 EZ1174  DESIGNATION -  A 13
 EZ1174  PID         -  EZ1174
 EZ1174  STATE/COUNTY-  NC/CHATHAM
 EZ1174  USGS QUAD   -  GOLDSTON (1980)
 EZ1174
 EZ1174                         *CURRENT SURVEY CONTROL
 EZ1174  ___________________________________________________________________
 EZ1174* NAD 83(1986)-  35 30 54.     (N)    079 21 15.     (W)     SCALED    
 EZ1174* NAVD 88     -        79.260  (meters)     260.04   (feet)  ADJUSTED  
 EZ1174  ___________________________________________________________________
 EZ1174  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 EZ1174  DYNAMIC HT  -          79.191 (meters)     259.81  (feet)  COMP
 EZ1174  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 EZ1174
 EZ1174  VERT ORDER  -  SECOND    CLASS 0
 EZ1174
 EZ1174.The horizontal coordinates were scaled from a topographic map and have
 EZ1174.an estimated accuracy of +/- 6 seconds.
 EZ1174
 EZ1174.The orthometric height was determined by differential leveling
 EZ1174.and adjusted in June 1991.
 EZ1174
 EZ1174.The geoid height was determined by GEOID03.
 EZ1174
 EZ1174.The dynamic height is computed by dividing the NAVD 88
 EZ1174.geopotential number by the normal gravity value computed on the
 EZ1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1174.degrees latitude (g = 980.6199 gals.).
 EZ1174
 EZ1174.The modeled gravity was interpolated from observed gravity values.
 EZ1174
 EZ1174;                    North         East    Units  Estimated Accuracy
 EZ1174;SPC NC       -   195,850.      577,480.      MT  (+/- 180 meters Scaled)
 EZ1174
 EZ1174                          SUPERSEDED SURVEY CONTROL
 EZ1174
 EZ1174  NGVD 29 (??/??/92)   79.491  (m)          260.80   (f) ADJ UNCH    2 0
 EZ1174
 EZ1174.Superseded values are not recommended for survey control.
 EZ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1174.See file dsdata.txt to determine how the superseded data were derived.
 EZ1174
 EZ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV492314(NAD 83)
 EZ1174_MARKER: DD = SURVEY DISK
 EZ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1174_STAMPING: A 13 30 TH ENGRS 1963 261.0
 EZ1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1174+STABILITY: SURFACE MOTION
 EZ1174
 EZ1174  HISTORY     - Date     Condition        Report By
 EZ1174  HISTORY     - 1963     MONUMENTED       USGS
 EZ1174  HISTORY     - 1971     GOOD             NCGS
 EZ1174
 EZ1174                          STATION DESCRIPTION
 EZ1174
 EZ1174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1174'0.6 MI SW FROM CARBONTON.
 EZ1174'TO REACH STATION FROM INTERSECTION OF NC 42, SR 2306, AND SR
 EZ1174'2307 IN CARBONTON, GO SW ON SR 2307 FOR 0.4 MI. TO MOORE COUNTY
 EZ1174'LINE, THENCE 0.35 MILE SW ALONG SR 1621, THENCE 0.1 MILE NE
 EZ1174'ALONG NORFOLK SOUTHERN RR TO STATION ON LEFT, 34.0 FT SE OF C/L OF
 EZ1174'DIRT ROAD, 27.0 FT NW OF C/L OF TRACK AND 46.0 FT W OF MILEPOST
 EZ1174'N. 288.  DISK IS SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0974 ***********************************************************************
 FB0974  DESIGNATION -  A 130
 FB0974  PID         -  FB0974
 FB0974  STATE/COUNTY-  NC/MADISON
 FB0974  USGS QUAD   -  SPRING CREEK (1946)
 FB0974
 FB0974                         *CURRENT SURVEY CONTROL
 FB0974  ___________________________________________________________________
 FB0974* NAD 83(1986)-  35 50 16.     (N)    082 51 29.     (W)     SCALED    
 FB0974* NAVD 88     -       577.39   (+/-2cm)    1894.3    (feet)  VERTCON   
 FB0974  ___________________________________________________________________
 FB0974  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB0974  VERT ORDER  -  ? (See Below)
 FB0974
 FB0974.The horizontal coordinates were scaled from a topographic map and have
 FB0974.an estimated accuracy of +/- 6 seconds.
 FB0974
 FB0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0974.The vertical order pertains to the NGVD 29 superseded value.
 FB0974
 FB0974.The geoid height was determined by GEOID03.
 FB0974
 FB0974;                    North         East    Units  Estimated Accuracy
 FB0974;SPC NC       -   238,370.      261,150.      MT  (+/- 180 meters Scaled)
 FB0974
 FB0974                          SUPERSEDED SURVEY CONTROL
 FB0974
 FB0974  NGVD 29 (??/??/92)  577.497  (m)         1894.67   (f) ADJ UNCH    ?  
 FB0974
 FB0974.Superseded values are not recommended for survey control.
 FB0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0974.See file dsdata.txt to determine how the superseded data were derived.
 FB0974
 FB0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV321675(NAD 83)
 FB0974_MARKER: DB = BENCH MARK DISK
 FB0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0974_STAMPING: A 130 1935
 FB0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0974+STABILITY: SURFACE MOTION
 FB0974
 FB0974  HISTORY     - Date     Condition        Report By
 FB0974  HISTORY     - 1935     MONUMENTED       CGS
 FB0974  HISTORY     - 1955     GOOD             NGS
 FB0974  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 FB0974
 FB0974                          STATION DESCRIPTION
 FB0974
 FB0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0974'AT BLUFF.
 FB0974'AT BLUFF, 250 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 FB0974'209 AND SHUT-IN ROAD, ON THE PROPERTY OF MRS. HESTER RUSSELL,
 FB0974'40 FEET NORTH OF SHUT-IN ROAD, 28.4 FEET NORTHWEST OF THE
 FB0974'NORTHWEST CORNER OF A SMALL WAREHOUSE, 19.2 FEET SOUTH OF THE
 FB0974'SOUTHWEST CORNER OF A LARGE BARN, 1 FOOT EAST OF THE OLD POST
 FB0974'OFFICE BUILDING, AND 15 FEET NORTH OF LANGFORD BRANCH.  A STANDARD
 FB0974'DISK, STAMPED A 130 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0974
 FB0974                          STATION RECOVERY (1991)
 FB0974
 FB0974'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FB0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0753 ***********************************************************************
 FA0753  DESIGNATION -  A 131
 FA0753  PID         -  FA0753
 FA0753  STATE/COUNTY-  NC/CATAWBA
 FA0753  USGS QUAD   -  HICKORY (1993)
 FA0753
 FA0753                         *CURRENT SURVEY CONTROL
 FA0753  ___________________________________________________________________
 FA0753* NAD 83(1986)-  35 43 54.     (N)    081 21 25.     (W)     SCALED    
 FA0753* NAVD 88     -       344.669  (meters)    1130.80   (feet)  ADJUSTED  
 FA0753  ___________________________________________________________________
 FA0753  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA0753  DYNAMIC HT  -         344.341 (meters)    1129.73  (feet)  COMP
 FA0753  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FA0753
 FA0753  VERT ORDER  -  FIRST     CLASS I
 FA0753
 FA0753.The horizontal coordinates were scaled from a topographic map and have
 FA0753.an estimated accuracy of +/- 6 seconds.
 FA0753
 FA0753.The orthometric height was determined by differential leveling
 FA0753.and adjusted in June 1991.
 FA0753
 FA0753.The geoid height was determined by GEOID03.
 FA0753
 FA0753.The dynamic height is computed by dividing the NAVD 88
 FA0753.geopotential number by the normal gravity value computed on the
 FA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0753.degrees latitude (g = 980.6199 gals.).
 FA0753
 FA0753.The modeled gravity was interpolated from observed gravity values.
 FA0753
 FA0753;                    North         East    Units  Estimated Accuracy
 FA0753;SPC NC       -   222,360.      396,410.      MT  (+/- 180 meters Scaled)
 FA0753
 FA0753                          SUPERSEDED SURVEY CONTROL
 FA0753
 FA0753  NGVD 29 (??/??/92)  344.843  (m)         1131.37   (f) ADJ UNCH    1 1
 FA0753
 FA0753.Superseded values are not recommended for survey control.
 FA0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0753.See file dsdata.txt to determine how the superseded data were derived.
 FA0753
 FA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV677542(NAD 83)
 FA0753_MARKER: DB = BENCH MARK DISK
 FA0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0753_STAMPING: A 131 1935
 FA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0753+STABILITY: SURFACE MOTION
 FA0753
 FA0753  HISTORY     - Date     Condition        Report By
 FA0753  HISTORY     - 1935     MONUMENTED       CGS
 FA0753  HISTORY     - 1967     GOOD             NGS
 FA0753  HISTORY     - 1976     MARK NOT FOUND   NCDOT
 FA0753  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 FA0753
 FA0753                          STATION DESCRIPTION
 FA0753
 FA0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0753'0.9 MI W FROM HICKORY.
 FA0753'ABOUT 0.9 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0753'FROM THE STATION AT HICKORY, AT THE CROSSING OF THE RAILROAD
 FA0753'AND 11TH STREET NORTHWEST, 32 FEET SOUTH OF THE SOUTH RAIL OF
 FA0753'THE MAIN TRACK, 5 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK,
 FA0753'27 FEET WEST OF THE CENTERLINE OF 11TH STREET NORTHWEST, 51
 FA0753'FEET EAST OF A TELEPHONE POLE, 15 1/2 FEET NORTHWEST OF A POWER
 FA0753'POLE WHICH IS BRACED BY A GUY WIRE, 1 1/2 FEET NORTH OF AN
 FA0753'ABANDONED STONE FOUNDATION, 1.4 FEET WEST OF A METAL WITNESS
 FA0753'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 FA0753'THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW THE SURFACE
 FA0753'OF THE GROUND.
 FA0753
 FA0753                          STATION RECOVERY (1976)
 FA0753
 FA0753'RECOVERY NOTE BY 
NC DOT 1976
 FA0753'MARK NOT FOUND.
 FA0753
 FA0753                          STATION RECOVERY (2004)
 FA0753
 FA0753'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0885 ***********************************************************************
 FB0885  DESIGNATION -  A 132
 FB0885  PID         -  FB0885
 FB0885  STATE/COUNTY-  NC/BUNCOMBE
 FB0885  USGS QUAD   -  ASHEVILLE (1991)
 FB0885
 FB0885                         *CURRENT SURVEY CONTROL
 FB0885  ___________________________________________________________________
 FB0885* NAD 83(1986)-  35 36 38.     (N)    082 35 49.     (W)     SCALED    
 FB0885* NAVD 88     -       654.23   (+/-2cm)    2146.4    (feet)  VERTCON   
 FB0885  ___________________________________________________________________
 FB0885  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 FB0885  VERT ORDER  -  ? (See Below)
 FB0885
 FB0885.The horizontal coordinates were scaled from a topographic map and have
 FB0885.an estimated accuracy of +/- 6 seconds.
 FB0885
 FB0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0885.The vertical order pertains to the NGVD 29 superseded value.
 FB0885
 FB0885.The geoid height was determined by GEOID03.
 FB0885
 FB0885;                    North         East    Units  Estimated Accuracy
 FB0885;SPC NC       -   212,300.      283,810.      MT  (+/- 180 meters Scaled)
 FB0885
 FB0885                          SUPERSEDED SURVEY CONTROL
 FB0885
 FB0885  NGVD 29 (??/??/92)  654.309  (m)         2146.68   (f) ADJ UNCH    ?  
 FB0885
 FB0885.Superseded values are not recommended for survey control.
 FB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0885.See file dsdata.txt to determine how the superseded data were derived.
 FB0885
 FB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV553419(NAD 83)
 FB0885_MARKER: DB = BENCH MARK DISK
 FB0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0885_STAMPING: A 132 1935
 FB0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0885+STABILITY: SURFACE MOTION
 FB0885
 FB0885  HISTORY     - Date     Condition        Report By
 FB0885  HISTORY     - 1935     MONUMENTED       CGS
 FB0885  HISTORY     - 1941     GOOD             NGS
 FB0885
 FB0885                          STATION DESCRIPTION
 FB0885
 FB0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0885'4.3 MI SW FROM LEICESTER.
 FB0885'4.3 MILES SOUTHWEST ALONG THE NEWFOUND CREEK ROAD FROM THE
 FB0885'JUNCTION OF STATE HIGHWAY 63, 0.3 MILE NORTHWEST OF LEICESTER,
 FB0885'1000 FEET NORTHEAST OF ZION HILL CHURCH, ON THE PROPERTY OF
 FB0885'A.J. RANDALL, 100 FEET EAST OF THE RANDALL HOUSE, 135 FEET SOUTHWEST
 FB0885'OF A LARGE BARN, 87.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 FB0885'A SHED, 61.2 FEET NORTHEAST OF THE NORTHWEST CORNER OF A SPRING
 FB0885'HOUSE, 12 FEET SOUTHEAST OF THE ROAD, AND 12 FEET NORTHWEST OF
 FB0885'A WIRE FENCE.  A STANDARD DISK, STAMPED A 132 1935 AND SET IN
 FB0885'THE TOP OF A CONCRETE POST.
 FB0885
 FB0885                          STATION RECOVERY (1941)
 FB0885
 FB0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 FB0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1085 ***********************************************************************
 FB1085  DESIGNATION -  A 133
 FB1085  PID         -  FB1085
 FB1085  STATE/COUNTY-  NC/MADISON
 FB1085  USGS QUAD   -  SANDYMUSH (1941)
 FB1085
 FB1085                         *CURRENT SURVEY CONTROL
 FB1085  ___________________________________________________________________
 FB1085* NAD 83(1986)-  35 42 02.     (N)    082 48 40.     (W)     SCALED    
 FB1085* NAVD 88     -       740.89   (+/-2cm)    2430.7    (feet)  VERTCON   
 FB1085  ___________________________________________________________________
 FB1085  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FB1085  VERT ORDER  -  ? (See Below)
 FB1085
 FB1085.The horizontal coordinates were scaled from a topographic map and have
 FB1085.an estimated accuracy of +/- 6 seconds.
 FB1085
 FB1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1085.The vertical order pertains to the NGVD 29 superseded value.
 FB1085
 FB1085.The geoid height was determined by GEOID03.
 FB1085
 FB1085;                    North         East    Units  Estimated Accuracy
 FB1085;SPC NC       -   223,000.      264,800.      MT  (+/- 180 meters Scaled)
 FB1085
 FB1085                          SUPERSEDED SURVEY CONTROL
 FB1085
 FB1085  NGVD 29 (??/??/92)  740.968  (m)         2430.99   (f) ADJ UNCH    ?  
 FB1085
 FB1085.Superseded values are not recommended for survey control.
 FB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1085.See file dsdata.txt to determine how the superseded data were derived.
 FB1085
 FB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV361522(NAD 83)
 FB1085_MARKER: DB = BENCH MARK DISK
 FB1085_SETTING: 66 = SET IN ROCK OUTCROP
 FB1085_SP_SET: ROCK OUTCROP
 FB1085_STAMPING: A 133 1935
 FB1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1085+STABILITY: POSITION/ELEVATION WELL
 FB1085
 FB1085  HISTORY     - Date     Condition        Report By
 FB1085  HISTORY     - 1935     MONUMENTED       CGS
 FB1085
 FB1085                          STATION DESCRIPTION
 FB1085
 FB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1085'3.4 MI W FROM CANTO.
 FB1085'3.4 MILES WEST ALONG STATE HIGHWAY 213 FROM CANTO, MADISON
 FB1085'COUNTY, 0.2 MILE WEST OF CROSSROCK CHURCH, 100 FEET WEST OF
 FB1085'A BRIDGE OVER DOGGETT BRANCH, AT THE JUNCTION OF A ROAD LEADING
 FB1085'NORTHWEST ALONG DOGGETT BRANCH, 20 FEET NORTHWEST OF THE CENTERLINE
 FB1085'OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 FB1085'DISK, STAMPED A 133 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1057 ***********************************************************************
 FB1057  DESIGNATION -  A 134
 FB1057  PID         -  FB1057
 FB1057  STATE/COUNTY-  NC/BUNCOMBE
 FB1057  USGS QUAD   -  WEAVERVILLE (1983)
 FB1057
 FB1057                         *CURRENT SURVEY CONTROL
 FB1057  ___________________________________________________________________
 FB1057* NAD 83(1986)-  35 41 35.     (N)    082 31 13.     (W)     SCALED    
 FB1057* NAVD 88     -       668.47   (+/-2cm)    2193.1    (feet)  VERTCON   
 FB1057  ___________________________________________________________________
 FB1057  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FB1057  VERT ORDER  -  ? (See Below)
 FB1057
 FB1057.The horizontal coordinates were scaled from a topographic map and have
 FB1057.an estimated accuracy of +/- 6 seconds.
 FB1057
 FB1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1057.The vertical order pertains to the NGVD 29 superseded value.
 FB1057
 FB1057.The geoid height was determined by GEOID03.
 FB1057
 FB1057;                    North         East    Units  Estimated Accuracy
 FB1057;SPC NC       -   221,190.      291,070.      MT  (+/- 180 meters Scaled)
 FB1057
 FB1057                          SUPERSEDED SURVEY CONTROL
 FB1057
 FB1057  NGVD 29 (??/??/92)  668.535  (m)         2193.35   (f) ADJ UNCH    ?  
 FB1057
 FB1057.Superseded values are not recommended for survey control.
 FB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1057.See file dsdata.txt to determine how the superseded data were derived.
 FB1057
 FB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV624509(NAD 83)
 FB1057_MARKER: DB = BENCH MARK DISK
 FB1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1057_STAMPING: A 134 1935
 FB1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1057+STABILITY: SURFACE MOTION
 FB1057
 FB1057  HISTORY     - Date     Condition        Report By
 FB1057  HISTORY     - 1935     MONUMENTED       CGS
 FB1057  HISTORY     - 19910307 MARK NOT FOUND   NCGS
 FB1057
 FB1057                          STATION DESCRIPTION
 FB1057
 FB1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1057'2.9 MI E FROM WEAVERVILLE.
 FB1057'2.9 MILES EAST ALONG THE REEMS CREEK ROAD FROM THE CITY HALL
 FB1057'AT WEAVERVILLE, BUNCOMBE COUNTY, 0.1 MILE WEST OF A CEMETERY AT
 FB1057'A SIDE ROAD LEADING NORTH, 20 YARDS WEST OF THE EAST EDGE OF A
 FB1057'WOODS, AT THE EAST END OF A CUT, AND 8 YARDS NORTH OF THE
 FB1057'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 134 1935 AND
 FB1057'SET IN THE TOP OF A CONCRETE POST.
 FB1057
 FB1057                          STATION RECOVERY (1991)
 FB1057
 FB1057'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0207 ***********************************************************************
 FB0207  DESIGNATION -  A 135
 FB0207  PID         -  FB0207
 FB0207  STATE/COUNTY-  NC/YANCEY
 FB0207  USGS QUAD   -  MT MITCHELL (1946)
 FB0207
 FB0207                         *CURRENT SURVEY CONTROL
 FB0207  ___________________________________________________________________
 FB0207* NAD 83(1986)-  35 49 45.     (N)    082 18 55.     (W)     SCALED    
 FB0207* NAVD 88     -       893.28   (+/-2cm)    2930.7    (feet)  VERTCON   
 FB0207  ___________________________________________________________________
 FB0207  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 FB0207  VERT ORDER  -  ? (See Below)
 FB0207
 FB0207.The horizontal coordinates were scaled from a topographic map and have
 FB0207.an estimated accuracy of +/- 6 seconds.
 FB0207
 FB0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0207.The vertical order pertains to the NGVD 29 superseded value.
 FB0207
 FB0207.The geoid height was determined by GEOID03.
 FB0207
 FB0207;                    North         East    Units  Estimated Accuracy
 FB0207;SPC NC       -   235,650.      310,120.      MT  (+/- 180 meters Scaled)
 FB0207
 FB0207                          SUPERSEDED SURVEY CONTROL
 FB0207
 FB0207  NGVD 29 (??/??/92)  893.309  (m)         2930.80   (f) ADJ UNCH    ?  
 FB0207
 FB0207.Superseded values are not recommended for survey control.
 FB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0207.See file dsdata.txt to determine how the superseded data were derived.
 FB0207
 FB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV811657(NAD 83)
 FB0207_MARKER: DB = BENCH MARK DISK
 FB0207_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0207_STAMPING: A 135 1935
 FB0207_MARK LOGO: CGS   
 FB0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0207
 FB0207  HISTORY     - Date     Condition        Report By
 FB0207  HISTORY     - 1935     MONUMENTED       CGS
 FB0207  HISTORY     - 1941     GOOD             TVA
 FB0207  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 FB0207  HISTORY     - 19930715 SEE DESCRIPTION  NCGS
 FB0207
 FB0207                          STATION DESCRIPTION
 FB0207
 FB0207'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0207'AT MURCHISON.
 FB0207'AT MURCHISON, YANCEY COUNTY, ABOUT 1.5 MILES SOUTH OF PENSACOLA,
 FB0207'AT THE JUNCTION OF STATE HIGHWAY 197 AND THE WILSON TOLL ROAD,
 FB0207'35 FEET SOUTHEAST OF THE JUNCTION, 10 FEET EAST OF THE TOLL ROAD,
 FB0207'15 FEET SOUTHWEST OF A ROAD TO THE FRANK WILSON HOUSE, 33.4 FEET
 FB0207'SOUTH OF A FENCE CORNER, 6.9 FEET EAST OF A POWER-TRANSMISSION-LINE
 FB0207'POLE, AND 5 FEET NORTH OF THE MT. MITCHELL SIGN.  A STANDARD DISK,
 FB0207'STAMPED A 135 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0207
 FB0207                          STATION RECOVERY (1984)
 FB0207
 FB0207'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB0207'SEARCHED FOR BUT NOT FOUND.
 FB0207
 FB0207                          STATION RECOVERY (1993)
 FB0207
 FB0207'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB0207'MAY BE LOST TO ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0802 ***********************************************************************
 FB0802  DESIGNATION -  A 136
 FB0802  PID         -  FB0802
 FB0802  STATE/COUNTY-  NC/BUNCOMBE
 FB0802  USGS QUAD   -  ASHEVILLE (1991)
 FB0802
 FB0802                         *CURRENT SURVEY CONTROL
 FB0802  ___________________________________________________________________
 FB0802* NAD 83(1986)-  35 33 58.     (N)    082 33 31.     (W)     SCALED    
 FB0802* NAVD 88     -       607.361  (meters)    1992.65   (feet)  ADJUSTED  
 FB0802  ___________________________________________________________________
 FB0802  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB0802  DYNAMIC HT  -         606.746 (meters)    1990.63  (feet)  COMP
 FB0802  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 FB0802
 FB0802  VERT ORDER  -  FIRST     CLASS I
 FB0802
 FB0802.The horizontal coordinates were scaled from a topographic map and have
 FB0802.an estimated accuracy of +/- 6 seconds.
 FB0802
 FB0802.The orthometric height was determined by differential leveling
 FB0802.and adjusted in July 1998.
 FB0802
 FB0802.The geoid height was determined by GEOID03.
 FB0802
 FB0802.The dynamic height is computed by dividing the NAVD 88
 FB0802.geopotential number by the normal gravity value computed on the
 FB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0802.degrees latitude (g = 980.6199 gals.).
 FB0802
 FB0802.The modeled gravity was interpolated from observed gravity values.
 FB0802
 FB0802;                    North         East    Units  Estimated Accuracy
 FB0802;SPC NC       -   207,240.      287,100.      MT  (+/- 180 meters Scaled)
 FB0802
 FB0802                          SUPERSEDED SURVEY CONTROL
 FB0802
 FB0802  NAVD 88 (06/15/91)  607.370  (m)         1992.68   (f) UNKNOWN     1 1
 FB0802  NGVD 29 (??/??/92)  607.468  (m)         1993.00   (f) ADJ UNCH    1 1
 FB0802
 FB0802.Superseded values are not recommended for survey control.
 FB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0802.See file dsdata.txt to determine how the superseded data were derived.
 FB0802
 FB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV587369(NAD 83)
 FB0802_MARKER: DB = BENCH MARK DISK
 FB0802_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB0802_SP_SET: SEMAPHORE
 FB0802_STAMPING: A 136 1967
 FB0802_MARK LOGO: CGS   
 FB0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0802+STABILITY: SURFACE MOTION
 FB0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0802+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 FB0802
 FB0802  HISTORY     - Date     Condition        Report By
 FB0802  HISTORY     - 1967     MONUMENTED       CGS
 FB0802  HISTORY     - 1967     GOOD             NGS
 FB0802  HISTORY     - 19980223 GOOD             NCGS
 FB0802
 FB0802                          STATION DESCRIPTION
 FB0802
 FB0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0802'1 MI S FROM ASHEVILLE.
 FB0802'ABOUT 1.0 MILE SOUTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0802'FROM THE STATION AT ASHEVILLE, OR ABOUT 1.1 MILES WEST ALONG
 FB0802'THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT BILTMORE,
 FB0802'156 FEET SOUTH OF MILEPOST 140, 5 FEET EAST OF THE EAST RAIL OF
 FB0802'THE MAIN TRACK WHICH IS THE MOST EASTERLY OF A GROUP OF TRACKS,
 FB0802'SET IN THE TOP OF THE NORTHWEST CORNER OF A 7- X 5 1/2-FOOT
 FB0802'ABANDONED CONCRETE FOUNDATION FOR A SEMAPHORE, AND ABOUT 1/2 FOOT
 FB0802'BELOW THE LEVEL OF THE TRACK.
 FB0802
 FB0802                          STATION RECOVERY (1998)
 FB0802
 FB0802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB0802'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. THE MARK IS 5.1
 FB0802'FT (1.6 M) EAST OF THE CENTERLINE OF THE EAST RAIL, 115.0 FT (35.1 M)
 FB0802'NORTHWEST OF THE EAST END OF A 24-INCH CONCRETE PIPE, 62.0 FT (18.9 M)
 FB0802'(SLOPE) SOUTHWEST OF A 20-INCH RED OAK, AND 713.0 FT (217.3 M)
 FB0802'NORTH-NORTHWEST OF MILEPOST 140.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0896 ***********************************************************************
 FB0896  DESIGNATION -  A 137
 FB0896  PID         -  FB0896
 FB0896  STATE/COUNTY-  NC/MADISON
 FB0896  USGS QUAD   -  MARS HILL (1990)
 FB0896
 FB0896                         *CURRENT SURVEY CONTROL
 FB0896  ___________________________________________________________________
 FB0896* NAD 83(1986)-  35 49 35.     (N)    082 32 55.     (W)     SCALED    
 FB0896* NAVD 88     -       708.70   (+/-2cm)    2325.1    (feet)  VERTCON   
 FB0896  ___________________________________________________________________
 FB0896  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB0896  VERT ORDER  -  ? (See Below)
 FB0896
 FB0896.The horizontal coordinates were scaled from a topographic map and have
 FB0896.an estimated accuracy of +/- 6 seconds.
 FB0896
 FB0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0896.The vertical order pertains to the NGVD 29 superseded value.
 FB0896
 FB0896.The geoid height was determined by GEOID03.
 FB0896
 FB0896;                    North         East    Units  Estimated Accuracy
 FB0896;SPC NC       -   236,070.      289,040.      MT  (+/- 180 meters Scaled)
 FB0896
 FB0896                          SUPERSEDED SURVEY CONTROL
 FB0896
 FB0896  NGVD 29 (??/??/92)  708.793  (m)         2325.43   (f) ADJ UNCH    ?  
 FB0896
 FB0896.Superseded values are not recommended for survey control.
 FB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0896.See file dsdata.txt to determine how the superseded data were derived.
 FB0896
 FB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV601657(NAD 83)
 FB0896_MARKER: DB = BENCH MARK DISK
 FB0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0896_SP_SET: BUILDING
 FB0896_STAMPING: A 137 1935
 FB0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0896
 FB0896  HISTORY     - Date     Condition        Report By
 FB0896  HISTORY     - 1935     MONUMENTED       CGS
 FB0896  HISTORY     - 1955     GOOD             NGS
 FB0896  HISTORY     - 19910515 GOOD             USPSQD
 FB0896
 FB0896                          STATION DESCRIPTION
 FB0896
 FB0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0896'AT MARS HILL.
 FB0896'AT THE POST OFFICE AT MARS HILL, ON STATE HIGHWAY 213 AND 36A,
 FB0896'175 FEET NORTH OF THE JUNCTION OF THE HIGHWAY, 100 FEET SOUTH OF
 FB0896'A PURE OIL SERVICE STATION, ACROSS THE STREET FROM THE ROY
 FB0896'CAFE, 6 FEET WEST OF THE HIGHWAY, IN THE NORTH END OF THE RED
 FB0896'BRICK POST OFFICE BUILDING, AND ABOUT 3 FEET ABOVE THE SIDEWALK.
 FB0896'A STANDARD DISK, STAMPED A 137 1935 AND SET VERTICALLY.
 FB0896
 FB0896                          STATION RECOVERY (1991)
 FB0896
 FB0896'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FB0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1049 ***********************************************************************
 FB1049  DESIGNATION -  A 138
 FB1049  PID         -  FB1049
 FB1049  STATE/COUNTY-  NC/BUNCOMBE
 FB1049  USGS QUAD   -  WEAVERVILLE (1983)
 FB1049
 FB1049                         *CURRENT SURVEY CONTROL
 FB1049  ___________________________________________________________________
 FB1049* NAD 83(1986)-  35 39 29.     (N)    082 34 48.     (W)     SCALED    
 FB1049* NAVD 88     -       659.384  (meters)    2163.33   (feet)  ADJUSTED  
 FB1049  ___________________________________________________________________
 FB1049  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB1049  DYNAMIC HT  -         658.717 (meters)    2161.14  (feet)  COMP
 FB1049  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 FB1049
 FB1049  VERT ORDER  -  SECOND    CLASS 0
 FB1049
 FB1049.The horizontal coordinates were scaled from a topographic map and have
 FB1049.an estimated accuracy of +/- 6 seconds.
 FB1049
 FB1049.The orthometric height was determined by differential leveling
 FB1049.and adjusted in June 1991.
 FB1049
 FB1049.The geoid height was determined by GEOID03.
 FB1049
 FB1049.The dynamic height is computed by dividing the NAVD 88
 FB1049.geopotential number by the normal gravity value computed on the
 FB1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1049.degrees latitude (g = 980.6199 gals.).
 FB1049
 FB1049.The modeled gravity was interpolated from observed gravity values.
 FB1049
 FB1049;                    North         East    Units  Estimated Accuracy
 FB1049;SPC NC       -   217,510.      285,530.      MT  (+/- 180 meters Scaled)
 FB1049
 FB1049                          SUPERSEDED SURVEY CONTROL
 FB1049
 FB1049  NGVD 29 (??/??/92)  659.455  (m)         2163.56   (f) ADJ UNCH    2 0
 FB1049
 FB1049.Superseded values are not recommended for survey control.
 FB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1049.See file dsdata.txt to determine how the superseded data were derived.
 FB1049
 FB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV569471(NAD 83)
 FB1049_MARKER: DB = BENCH MARK DISK
 FB1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1049_STAMPING: A 138 1935
 FB1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1049+STABILITY: SURFACE MOTION
 FB1049
 FB1049  HISTORY     - Date     Condition        Report By
 FB1049  HISTORY     - 1935     MONUMENTED       CGS
 FB1049  HISTORY     - 19950812 MARK NOT FOUND   USPSQD
 FB1049  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB1049
 FB1049                          STATION DESCRIPTION
 FB1049
 FB1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1049'3.2 MI S FROM WEAVERVILLE.
 FB1049'3.2 MILES SOUTH ALONG U.S. HIGHWAY 19 AND 23 FROM THE CITY HALL
 FB1049'AT WEAVERVILLE, BUNCOMBE COUNTY, 0.3 MILE SOUTH OF THE JUNCTION
 FB1049'WITH U.S. HIGHWAY 25 AND 70, 0.1 MILE SOUTH OF THE CEDARS TOURIST
 FB1049'HOME, ACROSS THE HIGHWAY FROM THE NORTH END OF A WHITE PINE HEDGE
 FB1049'ENCLOSING A RESIDENCE, ACROSS THE HIGHWAY FROM A HOUSE REACHED BY
 FB1049'6 FLIGHTS OF CONCRETE STEPS, 27.2 FEET WEST OF THE CENTERLINE OF
 FB1049'THE HIGHWAY, 21.5 FEET NORTHEAST OF AN 18-INCH ELM TREE, AND LEVEL
 FB1049'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 138 1935 AND SET
 FB1049'IN THE TOP OF A CONCRETE POST.
 FB1049
 FB1049                          STATION RECOVERY (1995)
 FB1049
 FB1049'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB1049'MARK NOT FOUND.
 FB1049
 FB1049                          STATION RECOVERY (2004)
 FB1049
 FB1049'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1051 ***********************************************************************
 FB1051  DESIGNATION -  A 138 X RESET
 FB1051  PID         -  FB1051
 FB1051  STATE/COUNTY-  NC/BUNCOMBE
 FB1051  USGS QUAD   -  WEAVERVILLE (1983)
 FB1051
 FB1051                         *CURRENT SURVEY CONTROL
 FB1051  ___________________________________________________________________
 FB1051* NAD 83(1986)-  35 39 46.     (N)    082 34 57.     (W)     SCALED    
 FB1051* NAVD 88     -       694.55   (meters)    2278.7    (feet)  RESET     
 FB1051  ___________________________________________________________________
 FB1051  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FB1051  VERT ORDER  -  THIRD
 FB1051
 FB1051.The horizontal coordinates were scaled from a topographic map and have
 FB1051.an estimated accuracy of +/- 6 seconds.
 FB1051
 FB1051.The orthometric height was computed from unverified reset data.
 FB1051
 FB1051.The geoid height was determined by GEOID03.
 FB1051
 FB1051;                    North         East    Units  Estimated Accuracy
 FB1051;SPC NC       -   218,040.      285,320.      MT  (+/- 180 meters Scaled)
 FB1051
 FB1051                          SUPERSEDED SURVEY CONTROL
 FB1051
 FB1051.No superseded survey control is available for this station.
 FB1051
 FB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV567477(NAD 83)
 FB1051_MARKER: DB = BENCH MARK DISK
 FB1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1051_SP_SET: BRIDGE
 FB1051_MARK LOGO: NCHPWC
 FB1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1051
 FB1051  HISTORY     - Date     Condition        Report By
 FB1051  HISTORY     - UNK      MONUMENTED       NCHPWC
 FB1051  HISTORY     - 1965     GOOD             NGS
 FB1051
 FB1051                          STATION DESCRIPTION
 FB1051
 FB1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FB1051'2.8 MI S FROM WEAVERVILLE.
 FB1051'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 19 AND 23 FROM THE CITY
 FB1051'HALL AT WEAVERVILLE, 503 FEET WEST OF THE INTERSECTION OF U.S.
 FB1051'HIGHWAY 25 AND 70 AND U.S. HIGHWAY 19 AND 23, IN THE EAST END OF
 FB1051'SOUTH END BENT OF EAST BRIDGE CARRYING U.S. HIGHWAY 19 AND 23
 FB1051'OVER U.S. HIGHWAY 25 AND 70.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0209 ***********************************************************************
 FB0209  DESIGNATION -  A 139
 FB0209  PID         -  FB0209
 FB0209  STATE/COUNTY-  NC/BUNCOMBE
 FB0209  USGS QUAD   -  MONTREAT (1994)
 FB0209
 FB0209                         *CURRENT SURVEY CONTROL
 FB0209  ___________________________________________________________________
 FB0209* NAD 83(1986)-  35 38 26.     (N)    082 20 24.     (W)     SCALED    
 FB0209* NAVD 88     -       748.98   (+/-2cm)    2457.3    (feet)  VERTCON   
 FB0209  ___________________________________________________________________
 FB0209  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FB0209  VERT ORDER  -  ? (See Below)
 FB0209
 FB0209.The horizontal coordinates were scaled from a topographic map and have
 FB0209.an estimated accuracy of +/- 6 seconds.
 FB0209
 FB0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0209.The vertical order pertains to the NGVD 29 superseded value.
 FB0209
 FB0209.The geoid height was determined by GEOID03.
 FB0209
 FB0209;                    North         East    Units  Estimated Accuracy
 FB0209;SPC NC       -   214,810.      307,180.      MT  (+/- 180 meters Scaled)
 FB0209
 FB0209                          SUPERSEDED SURVEY CONTROL
 FB0209
 FB0209  NGVD 29 (??/??/92)  749.029  (m)         2457.44   (f) ADJ UNCH    ?  
 FB0209
 FB0209.Superseded values are not recommended for survey control.
 FB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0209.See file dsdata.txt to determine how the superseded data were derived.
 FB0209
 FB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV786449(NAD 83)
 FB0209_MARKER: DB = BENCH MARK DISK
 FB0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0209_STAMPING: A 139 1935
 FB0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0209+STABILITY: SURFACE MOTION
 FB0209
 FB0209  HISTORY     - Date     Condition        Report By
 FB0209  HISTORY     - 1935     MONUMENTED       CGS
 FB0209  HISTORY     - 1941     GOOD             TVA
 FB0209  HISTORY     - 19910214 MARK NOT FOUND   NCGS
 FB0209
 FB0209                          STATION DESCRIPTION
 FB0209
 FB0209'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0209'1.6 MI NW FROM BLACK MOUNTAIN.
 FB0209'ABOUT 1.6 MILES NORTHWEST ALONG THE NORTH FORK RESERVOIR ROAD
 FB0209'FROM THE JUNCTION OF STATE HIGHWAY 9 NORTH OF BLACK MOUNTAIN,
 FB0209'BUNCOMBE COUNTY, ABOUT 0.2 MILE NORTH OF A SIDE ROAD LEADING
 FB0209'NORTHWEST, ABOUT 98 YARDS SOUTH OF A CULVERT, 55 YARDS SOUTH OF
 FB0209'THE PAUL CORDELL HOUSE, IN THE WOODS, AND 10 YARDS WEST OF THE
 FB0209'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED A 139 1935
 FB0209'AND SET IN THE TOP OF A CONCRETE POST.
 FB0209
 FB0209                          STATION RECOVERY (1991)
 FB0209
 FB0209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0848 ***********************************************************************
 FB0848  DESIGNATION -  A 141
 FB0848  PID         -  FB0848
 FB0848  STATE/COUNTY-  NC/BUNCOMBE
 FB0848  USGS QUAD   -  ENKA (1990)
 FB0848
 FB0848                         *CURRENT SURVEY CONTROL
 FB0848  ___________________________________________________________________
 FB0848* NAD 83(1986)-  35 32 09.     (N)    082 41 36.     (W)     SCALED    
 FB0848* NAVD 88     -       642.427  (meters)    2107.70   (feet)  ADJUSTED  
 FB0848  ___________________________________________________________________
 FB0848  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 FB0848  DYNAMIC HT  -         641.769 (meters)    2105.54  (feet)  COMP
 FB0848  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 FB0848
 FB0848  VERT ORDER  -  SECOND    CLASS 0
 FB0848
 FB0848.The horizontal coordinates were scaled from a topographic map and have
 FB0848.an estimated accuracy of +/- 6 seconds.
 FB0848
 FB0848.The orthometric height was determined by differential leveling
 FB0848.and adjusted in June 1991.
 FB0848
 FB0848.The geoid height was determined by GEOID03.
 FB0848
 FB0848.The dynamic height is computed by dividing the NAVD 88
 FB0848.geopotential number by the normal gravity value computed on the
 FB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0848.degrees latitude (g = 980.6199 gals.).
 FB0848
 FB0848.The modeled gravity was interpolated from observed gravity values.
 FB0848
 FB0848;                    North         East    Units  Estimated Accuracy
 FB0848;SPC NC       -   204,330.      274,770.      MT  (+/- 180 meters Scaled)
 FB0848
 FB0848                          SUPERSEDED SURVEY CONTROL
 FB0848
 FB0848  NGVD 29 (??/??/92)  642.485  (m)         2107.89   (f) ADJ UNCH    2 0
 FB0848
 FB0848.Superseded values are not recommended for survey control.
 FB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0848.See file dsdata.txt to determine how the superseded data were derived.
 FB0848
 FB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV464337(NAD 83)
 FB0848_MARKER: DB = BENCH MARK DISK
 FB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0848_STAMPING: A 141 1935
 FB0848_MARK LOGO: CGS   
 FB0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0848+STABILITY: SURFACE MOTION
 FB0848
 FB0848  HISTORY     - Date     Condition        Report By
 FB0848  HISTORY     - 1935     MONUMENTED       CGS
 FB0848  HISTORY     - 19910325 MARK NOT FOUND   NCGS
 FB0848  HISTORY     - 19990901 SEE DESCRIPTION  NCGS
 FB0848
 FB0848                          STATION DESCRIPTION
 FB0848
 FB0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0848'AT CANDLER.
 FB0848'AT CANDLER, 68 FEET WEST OF THE WEST END OF THE SOUTHERN RAILWAY
 FB0848'STATION, 13 FEET SOUTH OF THE SOUTH RAIL, 5 FEET EAST OF THE
 FB0848'STATION SIGN, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A
 FB0848'STANDARD DISK, STAMPED A 141 1935 AND SET IN THE TOP OF A CONCRETE
 FB0848'POST.
 FB0848
 FB0848                          STATION RECOVERY (1991)
 FB0848
 FB0848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0848'MARK NOT FOUND.
 FB0848
 FB0848                          STATION RECOVERY (1999)
 FB0848
 FB0848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB0848'MARK NOT FOUND.  RAILWAY STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0112 ***********************************************************************
 FB0112  DESIGNATION -  A 142
 FB0112  PID         -  FB0112
 FB0112  STATE/COUNTY-  NC/YANCEY
 FB0112  USGS QUAD   -  ASHEVILLE (1991)
 FB0112
 FB0112                         *CURRENT SURVEY CONTROL
 FB0112  ___________________________________________________________________
 FB0112* NAD 83(1986)-  35 33 57.     (N)    082 30 00.     (W)     SCALED    
 FB0112* NAVD 88     -       634.934  (meters)    2083.11   (feet)  POSTED    
 FB0112  ___________________________________________________________________
 FB0112  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB0112  DYNAMIC HT  -         634.290 (meters)    2081.00  (feet)  COMP
 FB0112  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 FB0112
 FB0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FB0112
 FB0112.The horizontal coordinates were scaled from a topographic map and have
 FB0112.an estimated accuracy of +/- 6 seconds.
 FB0112
 FB0112.The orthometric height was determined by differential leveling
 FB0112.and adjusted by the  in 1992.
 FB0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FB0112.rate of 0.0 thru 1.0 mm/km.
 FB0112
 FB0112.The geoid height was determined by GEOID03.
 FB0112
 FB0112.The dynamic height is computed by dividing the NAVD 88
 FB0112.geopotential number by the normal gravity value computed on the
 FB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0112.degrees latitude (g = 980.6199 gals.).
 FB0112
 FB0112.The modeled gravity was interpolated from observed gravity values.
 FB0112
 FB0112;                    North         East    Units  Estimated Accuracy
 FB0112;SPC NC       -   207,020.      292,410.      MT  (+/- 180 meters Scaled)
 FB0112
 FB0112                          SUPERSEDED SURVEY CONTROL
 FB0112
 FB0112  NGVD 29 (??/??/92)  634.995  (m)         2083.31   (f) ADJ UNCH    1 2
 FB0112
 FB0112.Superseded values are not recommended for survey control.
 FB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0112.See file dsdata.txt to determine how the superseded data were derived.
 FB0112
 FB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV640368(NAD 83)
 FB0112_MARKER: DB = BENCH MARK DISK
 FB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0112_STAMPING: A 142 1935
 FB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0112+STABILITY: SURFACE MOTION
 FB0112
 FB0112  HISTORY     - Date     Condition        Report By
 FB0112  HISTORY     - 1935     MONUMENTED       CGS
 FB0112  HISTORY     - 1938     GOOD             TVA
 FB0112  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 FB0112  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB0112
 FB0112                          STATION DESCRIPTION
 FB0112
 FB0112'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0112'5.2 MI W FROM BURNSVILLE.
 FB0112'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY 19E FROM BURNSVILLE,
 FB0112'YANCEY COUNTY, ON THE CHARLIE BYRD PROPERTY, AT THE INTERSECTION
 FB0112'OF THE PRICE CREEK ROAD, ABOUT 100 FEET SOUTH OF CANE RIVER
 FB0112'SERVICE STATION, ABOUT 100 FEET EAST OF A SAWMILL, 70 FEET SOUTH
 FB0112'OF THE HIGHWAY, 42 FEET EAST OF THE ROAD, 10.2 FEET EAST OF THE
 FB0112'NORTHEAST CORNER OF A BLACKSMITH SHOP, 6.1 FEET SOUTH OF THE
 FB0112'SOUTHEAST CORNER OF A 10- X 20-FOOT VAT, AND 2 FEET WEST OF A
 FB0112'WIRE FENCE.  A STANDARD DISK, STAMPED A 142 1935 AND SET IN
 FB0112'THE TOP OF A CONCRETE POST.
 FB0112
 FB0112                          STATION RECOVERY (1985)
 FB0112
 FB0112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FB0112'PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION.
 FB0112
 FB0112                          STATION RECOVERY (2004)
 FB0112
 FB0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0814 ***********************************************************************
 FB0814  DESIGNATION -  A 142 A
 FB0814  PID         -  FB0814
 FB0814  STATE/COUNTY-  NC/BUNCOMBE
 FB0814  USGS QUAD   -  ASHEVILLE (1991)
 FB0814
 FB0814                         *CURRENT SURVEY CONTROL
 FB0814  ___________________________________________________________________
 FB0814* NAD 83(1986)-  35 33 57.     (N)    082 30 00.     (W)     SCALED    
 FB0814* NAVD 88     -       634.981  (meters)    2083.27   (feet)  ADJUSTED  
 FB0814  ___________________________________________________________________
 FB0814  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB0814  DYNAMIC HT  -         634.339 (meters)    2081.16  (feet)  COMP
 FB0814  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 FB0814
 FB0814  VERT ORDER  -  FIRST     CLASS I
 FB0814
 FB0814.The horizontal coordinates were scaled from a topographic map and have
 FB0814.an estimated accuracy of +/- 6 seconds.
 FB0814
 FB0814.The orthometric height was determined by differential leveling
 FB0814.and adjusted in June 1991.
 FB0814
 FB0814.The geoid height was determined by GEOID03.
 FB0814
 FB0814.The dynamic height is computed by dividing the NAVD 88
 FB0814.geopotential number by the normal gravity value computed on the
 FB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0814.degrees latitude (g = 980.6199 gals.).
 FB0814
 FB0814.The modeled gravity was interpolated from observed gravity values.
 FB0814
 FB0814;                    North         East    Units  Estimated Accuracy
 FB0814;SPC NC       -   207,020.      292,410.      MT  (+/- 180 meters Scaled)
 FB0814
 FB0814                          SUPERSEDED SURVEY CONTROL
 FB0814
 FB0814  NGVD 29 (??/??/92)  635.082  (m)         2083.60   (f) ADJ UNCH    1 1
 FB0814
 FB0814.Superseded values are not recommended for survey control.
 FB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0814.See file dsdata.txt to determine how the superseded data were derived.
 FB0814
 FB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV640368(NAD 83)
 FB0814_MARKER: Q = CHISELED SQUARE
 FB0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0814_SP_SET: ABUTMENT
 FB0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0814
 FB0814  HISTORY     - Date     Condition        Report By
 FB0814  HISTORY     - UNK      MONUMENTED       CGS
 FB0814  HISTORY     - 1967     GOOD             NGS
 FB0814
 FB0814                          STATION DESCRIPTION
 FB0814
 FB0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0814'1.9 MI W FROM AZALEA.
 FB0814'ABOUT 1.9 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0814'FROM THE STATION AT AZALEA, OR ABOUT 2.65 MILES EAST ALONG THE
 FB0814'SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT BILTMORE,
 FB0814'0.25 MILE SOUTHWEST OF MILEPOST 136, 5 RAILS SOUTHWEST OF THE
 FB0814'SOUTHWEST END OF A SIDETRACK, 4 1/2 FEET SOUTHEAST OF THE
 FB0814'SOUTHEAST RAIL OF THE TRACK, A CHISELED SQUARE ON THE TOP OF THE
 FB0814'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD
 FB0814'OVERPASS FOR U.S. HIGHWAY 74, AND ABOUT 1 FOOT BELOW THE LEVEL
 FB0814'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0813 ***********************************************************************
 FB0813  DESIGNATION -  A 142 RESET
 FB0813  PID         -  FB0813
 FB0813  STATE/COUNTY-  NC/BUNCOMBE
 FB0813  USGS QUAD   -  ASHEVILLE (1991)
 FB0813
 FB0813                         *CURRENT SURVEY CONTROL
 FB0813  ___________________________________________________________________
 FB0813* NAD 83(1986)-  35 33 57.     (N)    082 30 00.     (W)     SCALED    
 FB0813* NAVD 88     -       636.079  (meters)    2086.87   (feet)  ADJUSTED  
 FB0813  ___________________________________________________________________
 FB0813  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB0813  DYNAMIC HT  -         635.436 (meters)    2084.76  (feet)  COMP
 FB0813  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 FB0813
 FB0813  VERT ORDER  -  SECOND    CLASS II
 FB0813
 FB0813.The horizontal coordinates were scaled from a topographic map and have
 FB0813.an estimated accuracy of +/- 6 seconds.
 FB0813
 FB0813.The orthometric height was determined by differential leveling
 FB0813.and adjusted in June 1994.
 FB0813
 FB0813.The geoid height was determined by GEOID03.
 FB0813
 FB0813.The dynamic height is computed by dividing the NAVD 88
 FB0813.geopotential number by the normal gravity value computed on the
 FB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0813.degrees latitude (g = 980.6199 gals.).
 FB0813
 FB0813.The modeled gravity was interpolated from observed gravity values.
 FB0813
 FB0813;                    North         East    Units  Estimated Accuracy
 FB0813;SPC NC       -   207,020.      292,410.      MT  (+/- 180 meters Scaled)
 FB0813
 FB0813                          SUPERSEDED SURVEY CONTROL
 FB0813
 FB0813.No superseded survey control is available for this station.
 FB0813
 FB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV640368(NAD 83)
 FB0813_MARKER: DB = BENCH MARK DISK
 FB0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0813_SP_SET: ABUTMENT
 FB0813_STAMPING: A 142 RESET 1973
 FB0813_MARK LOGO: NCHPWC
 FB0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0813+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1992
 FB0813
 FB0813  HISTORY     - Date     Condition        Report By
 FB0813  HISTORY     - 1973     MONUMENTED       NCHPWC
 FB0813  HISTORY     - 1974     GOOD             NGS
 FB0813  HISTORY     - 19920326 GOOD             NCGS
 FB0813
 FB0813                          STATION DESCRIPTION
 FB0813
 FB0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 FB0813'2.6 MI E FROM BILTMORE.
 FB0813'ABOUT 2.60 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0813'FROM THE STATION AT BILTMORE, OR ABOUT 1.95 MILES WEST ALONG
 FB0813'THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FB0813'AZALEA, 0.30 MILE SOUTHWEST OF MILEPOST 136, 390 FEET SOUTHWEST
 FB0813'OF THE SOUTHWEST END OF SIDETRACK, 13 1/2 FEET SOUTHEAST OF THE
 FB0813'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST
 FB0813'WINGWALL OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD OVERPASS
 FB0813'FOR U.S. HIGHWAY 74, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 FB0813'THE TRACK.
 FB0813
 FB0813                          STATION RECOVERY (1992)
 FB0813
 FB0813'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0464 ***********************************************************************
 GA0464  DESIGNATION -  A 143
 GA0464  PID         -  GA0464
 GA0464  STATE/COUNTY-  NC/YANCEY
 GA0464  USGS QUAD   -  HUNTDALE (1939)
 GA0464
 GA0464                         *CURRENT SURVEY CONTROL
 GA0464  ___________________________________________________________________
 GA0464* NAD 83(1986)-  36 00 54.     (N)    082 21 03.     (W)     SCALED    
 GA0464* NAVD 88     -       644.33   (+/-2cm)    2113.9    (feet)  VERTCON   
 GA0464  ___________________________________________________________________
 GA0464  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GA0464  VERT ORDER  -  ? (See Below)
 GA0464
 GA0464.The horizontal coordinates were scaled from a topographic map and have
 GA0464.an estimated accuracy of +/- 6 seconds.
 GA0464
 GA0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0464.The vertical order pertains to the NGVD 29 superseded value.
 GA0464
 GA0464.The geoid height was determined by GEOID03.
 GA0464
 GA0464;                    North         East    Units  Estimated Accuracy
 GA0464;SPC NC       -   256,360.      307,600.      MT  (+/- 180 meters Scaled)
 GA0464
 GA0464                          SUPERSEDED SURVEY CONTROL
 GA0464
 GA0464  NGVD 29 (??/??/92)  644.412  (m)         2114.21   (f) ADJ UNCH    ?  
 GA0464
 GA0464.Superseded values are not recommended for survey control.
 GA0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0464.See file dsdata.txt to determine how the superseded data were derived.
 GA0464
 GA0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV782864(NAD 83)
 GA0464_MARKER: DB = BENCH MARK DISK
 GA0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0464_STAMPING: A 143 1935
 GA0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0464+STABILITY: SURFACE MOTION
 GA0464
 GA0464  HISTORY     - Date     Condition        Report By
 GA0464  HISTORY     - 1935     MONUMENTED       CGS
 GA0464  HISTORY     - 1938     GOOD             TVA
 GA0464
 GA0464                          STATION DESCRIPTION
 GA0464
 GA0464'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0464'IN YANCEY.
 GA0464'IN YANCEY COUNTY, 4 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM
 GA0464'HUNTDALE, MITHCHELL COUNTY, 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY
 GA0464'19W AND 23 FROM RAMSAYTOWN, YANCEY COUNTY, 325 FEET SOUTH OF THE
 GA0464'HIGHWAY BRIDGE OVER CANE RIVER, 250 FEET SOUTH OF THE INTERSECTION
 GA0464'OF U.S. HIGHWAY 19W AND 23 AND STATE HIGHWAY 26, 300 FEET SOUTH
 GA0464'OF THE BRYSON SERVICE STATION, 110 FEET EAST OF CANE RIVER, 65
 GA0464'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE H.W. RAMEY
 GA0464'HOUSE, 14 FEET WEST OF THE HIGHWAY, AND 10.9 FEET NORTHEAST OF
 GA0464'A 10-INCH LOCUST TREE.  A STANDARD DISK, STAMPED A 143 1935 AND
 GA0464'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0856 ***********************************************************************
 FB0856  DESIGNATION -  A 144
 FB0856  PID         -  FB0856
 FB0856  STATE/COUNTY-  NC/HAYWOOD
 FB0856  USGS QUAD   -  CLYDE (1978)
 FB0856
 FB0856                         *CURRENT SURVEY CONTROL
 FB0856  ___________________________________________________________________
 FB0856* NAD 83(1986)-  35 31 36.     (N)    082 57 46.     (W)     SCALED    
 FB0856* NAVD 88     -       781.884  (meters)    2565.23   (feet)  ADJUSTED  
 FB0856  ___________________________________________________________________
 FB0856  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FB0856  DYNAMIC HT  -         781.066 (meters)    2562.55  (feet)  COMP
 FB0856  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 FB0856
 FB0856  VERT ORDER  -  SECOND    CLASS II
 FB0856
 FB0856.The horizontal coordinates were scaled from a topographic map and have
 FB0856.an estimated accuracy of +/- 6 seconds.
 FB0856
 FB0856.The orthometric height was determined by differential leveling
 FB0856.and adjusted in January 2005.
 FB0856
 FB0856.The geoid height was determined by GEOID03.
 FB0856
 FB0856.The dynamic height is computed by dividing the NAVD 88
 FB0856.geopotential number by the normal gravity value computed on the
 FB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0856.degrees latitude (g = 980.6199 gals.).
 FB0856
 FB0856.The modeled gravity was interpolated from observed gravity values.
 FB0856
 FB0856;                    North         East    Units  Estimated Accuracy
 FB0856;SPC NC       -   204,260.      250,320.      MT  (+/- 180 meters Scaled)
 FB0856
 FB0856                          SUPERSEDED SURVEY CONTROL
 FB0856
 FB0856  NGVD 29 (??/??/92)  781.922  (m)         2565.36   (f) ADJ UNCH    2 2
 FB0856
 FB0856.Superseded values are not recommended for survey control.
 FB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0856.See file dsdata.txt to determine how the superseded data were derived.
 FB0856
 FB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV220332(NAD 83)
 FB0856_MARKER: DB = BENCH MARK DISK
 FB0856_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 FB0856_SP_SET: DAM WALL
 FB0856_STAMPING: A 144 1935
 FB0856_MARK LOGO: CGS   
 FB0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0856+STABILITY: POSITION/ELEVATION WELL
 FB0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0856+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1999
 FB0856
 FB0856  HISTORY     - Date     Condition        Report By
 FB0856  HISTORY     - 1935     MONUMENTED       CGS
 FB0856  HISTORY     - 19920722 GOOD             NCGS
 FB0856  HISTORY     - 19990126 GOOD             NCGS
 FB0856
 FB0856                          STATION DESCRIPTION
 FB0856
 FB0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0856'AT LAKE JUNALUSKA.
 FB0856'AT LAKE JUNALUSKA, 0.1 MILE NORTH OF THE POST OFFICE, ON LAKE
 FB0856'SHORE DRIVE, AT THE SOUTHEAST END OF THE DAM AT THE LAKE, IN
 FB0856'LINE WITH THE SOUTH END OF A WOODEN BRIDGE, 20 FEET WEST OF THE
 FB0856'CENTER OF THE END OF THE BRIDGE, IN THE TOP OF THE DAM WALL NEAR
 FB0856'THE RIGHT CORNER, AND 1 FOOT NORTHEAST OF THE NORTHEAST CORNER
 FB0856'OF THE DOCK.  A STANDARD DISK, STAMPED A 144 1935.
 FB0856
 FB0856                          STATION RECOVERY (1992)
 FB0856
 FB0856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0856'RECOVERED AS DESCRIBED.
 FB0856
 FB0856                          STATION RECOVERY (1999)
 FB0856
 FB0856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB0856'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0765 ***********************************************************************
 EY0765  DESIGNATION -  A 149
 EY0765  PID         -  EY0765
 EY0765  STATE/COUNTY-  NC/WAYNE
 EY0765  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY0765
 EY0765                         *CURRENT SURVEY CONTROL
 EY0765  ___________________________________________________________________
 EY0765* NAD 83(1986)-  35 22 48.     (N)    077 56 02.     (W)     SCALED    
 EY0765* NAVD 88     -        34.673  (meters)     113.76   (feet)  ADJUSTED  
 EY0765  ___________________________________________________________________
 EY0765  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EY0765  DYNAMIC HT  -          34.642 (meters)     113.65  (feet)  COMP
 EY0765  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 EY0765  OBS GRAVITY -     979,751.6   (mgal)                       GRAV_OBS
 EY0765
 EY0765  VERT ORDER  -  FIRST     CLASS I
 EY0765
 EY0765.The horizontal coordinates were scaled from a topographic map and have
 EY0765.an estimated accuracy of +/- 6 seconds.
 EY0765
 EY0765.The orthometric height was determined by differential leveling
 EY0765.and adjusted in June 1991.
 EY0765.WARNING-Repeat measurements at this control monument indicate possible
 EY0765.vertical movement.
 EY0765
 EY0765.The geoid height was determined by GEOID03.
 EY0765
 EY0765.The dynamic height is computed by dividing the NAVD 88
 EY0765.geopotential number by the normal gravity value computed on the
 EY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0765.degrees latitude (g = 980.6199 gals.).
 EY0765
 EY0765.The modeled gravity was interpolated from observed gravity values.
 EY0765.The observed gravity was obtained from relative gravimeter ties
 EY0765.to the IGSN71 gravity network.
 EY0765
 EY0765;                    North         East    Units  Estimated Accuracy
 EY0765;SPC NC       -   181,340.      706,460.      MT  (+/- 180 meters Scaled)
 EY0765
 EY0765                          SUPERSEDED SURVEY CONTROL
 EY0765
 EY0765  NGVD 29 (??/??/92)   34.999  (m)          114.83   (f) ADJ UNCH    1 1
 EY0765
 EY0765.Superseded values are not recommended for survey control.
 EY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0765.See file dsdata.txt to determine how the superseded data were derived.
 EY0765
 EY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE334191(NAD 83)
 EY0765_MARKER: DB = BENCH MARK DISK
 EY0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0765_STAMPING: A 149 1935
 EY0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0765+STABILITY: SURFACE MOTION
 EY0765
 EY0765  HISTORY     - Date     Condition        Report By
 EY0765  HISTORY     - 1935     MONUMENTED       CGS
 EY0765  HISTORY     - 1968     GOOD             NGS
 EY0765  HISTORY     - 1978     GOOD             DOD
 EY0765
 EY0765                          STATION DESCRIPTION
 EY0765
 EY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EY0765'3.8 MI E FROM GOLDSBORO.
 EY0765'ABOUT 0.6 MILE NORTH ALONG NORTH WILLIAMS STREET FROM THE POST
 EY0765'OFFICE AT GOLDSBORO, THENCE 3.15 MILES EAST ALONG THE ATLANTIC AND
 EY0765'EAST CAROLINA RAILWAY RAILROAD, 6 1/2 RAILS SOUTHEAST OF MILEPOST
 EY0765'4, 59 1/2 FEET EAST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 EY0765'AND U.S. HIGHWAY 13, 23 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 EY0765'THE TRACK, 35 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EY0765'2 1/2 FEET NORTHEAST OF TELEPHONE POLE 814, 2.5 FEET SOUTHEAST
 EY0765'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 EY0765'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 EY0765'SURFACE OF THE GROUND.
 EY0765
 EY0765                          STATION RECOVERY (1978)
 EY0765
 EY0765'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0766 ***********************************************************************
 EY0766  DESIGNATION -  A 149 RESET
 EY0766  PID         -  EY0766
 EY0766  STATE/COUNTY-  NC/WAYNE
 EY0766  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY0766
 EY0766                         *CURRENT SURVEY CONTROL
 EY0766  ___________________________________________________________________
 EY0766* NAD 83(1986)-  35 22 46.     (N)    077 56 01.     (W)     SCALED    
 EY0766* NAVD 88     -        34.34   (meters)     112.7    (feet)  RESET     
 EY0766  ___________________________________________________________________
 EY0766  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EY0766  VERT ORDER  -  THIRD
 EY0766
 EY0766.The horizontal coordinates were scaled from a topographic map and have
 EY0766.an estimated accuracy of +/- 6 seconds.
 EY0766
 EY0766.The orthometric height was computed from unverified reset data.
 EY0766
 EY0766.The geoid height was determined by GEOID03.
 EY0766
 EY0766;                    North         East    Units  Estimated Accuracy
 EY0766;SPC NC       -   181,280.      706,480.      MT  (+/- 180 meters Scaled)
 EY0766
 EY0766                          SUPERSEDED SURVEY CONTROL
 EY0766
 EY0766.No superseded survey control is available for this station.
 EY0766
 EY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE335190(NAD 83)
 EY0766_MARKER: DD = SURVEY DISK
 EY0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0766_STAMPING: A 149 RESET 1972
 EY0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0766+STABILITY: SURFACE MOTION
 EY0766
 EY0766  HISTORY     - Date     Condition        Report By
 EY0766  HISTORY     - 1972     MONUMENTED       NCHPWC
 EY0766  HISTORY     - 1983     GOOD             NGS
 EY0766  HISTORY     - 20000105 MARK NOT FOUND   NCGS
 EY0766  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 EY0766
 EY0766                          STATION DESCRIPTION
 EY0766
 EY0766'DESCRIBED BY NC HWY AND P W COMM 1972
 EY0766'4 MI E FROM GOLDSBORO.
 EY0766'4 MILES EAST ALONG THE ATLANTIC AND NORTH CAROLINA RAILROAD FROM
 EY0766'GOLDSBORO, 7 RAILS EAST OF MILE POST 4, AT THE CROSSING OF U.S.
 EY0766'HIGHWAY 13 (FORMERLY STATE HIGHWAY 102), 65 FEET EAST OF THE
 EY0766'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE SOUTH RAIL,
 EY0766'2 FEET EAST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 EY0766'POST.  ORIGINAL MARK WAS DESTROYED.
 EY0766
 EY0766                          STATION RECOVERY (1983)
 EY0766
 EY0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EY0766'RECOVERED IN GOOD CONDITION.
 EY0766
 EY0766                          STATION RECOVERY (2000)
 EY0766
 EY0766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0766'NOT FOUND MAY BE LOST DUE TO RAILROAD SIGNAL AND DITCH IMPROVEMENTS.
 EY0766
 EY0766                          STATION RECOVERY (2004)
 EY0766
 EY0766'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0641 ***********************************************************************
 EZ0641  DESIGNATION -  A 151
 EZ0641  PID         -  EZ0641
 EZ0641  STATE/COUNTY-  NC/WAKE
 EZ0641  USGS QUAD   -  CARY (1993)
 EZ0641
 EZ0641                         *CURRENT SURVEY CONTROL
 EZ0641  ___________________________________________________________________
 EZ0641* NAD 83(1986)-  35 51 31.     (N)    078 50 38.     (W)     SCALED    
 EZ0641* NAVD 88     -       116.481  (meters)     382.15   (feet)  POSTED    
 EZ0641  ___________________________________________________________________
 EZ0641  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EZ0641  DYNAMIC HT  -         116.380 (meters)     381.82  (feet)  COMP
 EZ0641  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 EZ0641
 EZ0641  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EZ0641
 EZ0641.The horizontal coordinates were scaled from a topographic map and have
 EZ0641.an estimated accuracy of +/- 6 seconds.
 EZ0641
 EZ0641.The orthometric height was determined by differential leveling
 EZ0641.and adjusted by the  in 1992.
 EZ0641.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EZ0641.rate of 2.1 thru 3.0 mm/km.
 EZ0641
 EZ0641.The geoid height was determined by GEOID03.
 EZ0641
 EZ0641.The dynamic height is computed by dividing the NAVD 88
 EZ0641.geopotential number by the normal gravity value computed on the
 EZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0641.degrees latitude (g = 980.6199 gals.).
 EZ0641
 EZ0641.The modeled gravity was interpolated from observed gravity values.
 EZ0641
 EZ0641;                    North         East    Units  Estimated Accuracy
 EZ0641;SPC NC       -   233,930.      623,700.      MT  (+/- 180 meters Scaled)
 EZ0641
 EZ0641                          SUPERSEDED SURVEY CONTROL
 EZ0641
 EZ0641  NGVD 29 (??/??/92)  116.74   (m)          383.0    (f) COMPUTED    1 2
 EZ0641
 EZ0641.Superseded values are not recommended for survey control.
 EZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0641.See file dsdata.txt to determine how the superseded data were derived.
 EZ0641
 EZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV946704(NAD 83)
 EZ0641_MARKER: DB = BENCH MARK DISK
 EZ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0641_STAMPING: A 151 1935
 EZ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0641+STABILITY: SURFACE MOTION
 EZ0641
 EZ0641  HISTORY     - Date     Condition        Report By
 EZ0641  HISTORY     - 1935     MONUMENTED       CGS
 EZ0641  HISTORY     - 1967     MARK NOT FOUND   NGS
 EZ0641
 EZ0641                          STATION DESCRIPTION
 EZ0641
 EZ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ0641'2.7 MI NW FROM MORRISVILLE.
 EZ0641'ON THE GOLDSBORO TO GREENSBORO BRANCH OF THE SOUTHERN RAILROAD,
 EZ0641'3 RAILS NORTHWEST AND ON OPPOSITE SIDE OF TRACK FROM MILE POST
 EZ0641'66, ABOUT 60 FEET SOUTHWEST OF U.S. HIGHWAY 70, 26.5 FEET
 EZ0641'NORTHEAST OF THE NORTHEAST RAIL, DIRECTLY ACROSS HIGHWAY FROM
 EZ0641'ONE STORY WHITE HOUSE IN GROVE OF OAK TREES, 1 FOOT BELOW LEVEL
 EZ0641'OF TOP OF RAIL, ON TOP OF A CONCRETE POST.
 EZ0641
 EZ0641                          STATION RECOVERY (1967)
 EZ0641
 EZ0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EZ0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1086 ***********************************************************************
 EZ1086  DESIGNATION -  A 152
 EZ1086  PID         -  EZ1086
 EZ1086  STATE/COUNTY-  NC/ORANGE
 EZ1086  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1086
 EZ1086                         *CURRENT SURVEY CONTROL
 EZ1086  ___________________________________________________________________
 EZ1086* NAD 83(1986)-  35 58 39.     (N)    079 04 35.     (W)     SCALED    
 EZ1086* NAVD 88     -       155.132  (meters)     508.96   (feet)  ADJUSTED  
 EZ1086  ___________________________________________________________________
 EZ1086  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EZ1086  DYNAMIC HT  -         155.006 (meters)     508.55  (feet)  COMP
 EZ1086  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 EZ1086
 EZ1086  VERT ORDER  -  FIRST     CLASS II
 EZ1086
 EZ1086.The horizontal coordinates were scaled from a topographic map and have
 EZ1086.an estimated accuracy of +/- 6 seconds.
 EZ1086
 EZ1086.The orthometric height was determined by differential leveling
 EZ1086.and adjusted in June 1991.
 EZ1086
 EZ1086.The geoid height was determined by GEOID03.
 EZ1086
 EZ1086.The dynamic height is computed by dividing the NAVD 88
 EZ1086.geopotential number by the normal gravity value computed on the
 EZ1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1086.degrees latitude (g = 980.6199 gals.).
 EZ1086
 EZ1086.The modeled gravity was interpolated from observed gravity values.
 EZ1086
 EZ1086;                    North         East    Units  Estimated Accuracy
 EZ1086;SPC NC       -   247,110.      602,710.      MT  (+/- 180 meters Scaled)
 EZ1086
 EZ1086                          SUPERSEDED SURVEY CONTROL
 EZ1086
 EZ1086  NGVD 29 (??/??/92)  155.372  (m)          509.75   (f) ADJ UNCH    1 2
 EZ1086
 EZ1086.Superseded values are not recommended for survey control.
 EZ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1086.See file dsdata.txt to determine how the superseded data were derived.
 EZ1086
 EZ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV734831(NAD 83)
 EZ1086_MARKER: DB = BENCH MARK DISK
 EZ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1086_STAMPING: A 152 1935
 EZ1086_MARK LOGO: CGS   
 EZ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1086+STABILITY: SURFACE MOTION
 EZ1086
 EZ1086  HISTORY     - Date     Condition        Report By
 EZ1086  HISTORY     - 1935     MONUMENTED       CGS
 EZ1086  HISTORY     - 1969     MARK NOT FOUND   USGS
 EZ1086  HISTORY     - 1977     GOOD             NCDOT
 EZ1086  HISTORY     - 1978     GOOD             ALSTER
 EZ1086  HISTORY     - 20080315 MARK NOT FOUND   GEOCAC
 EZ1086
 EZ1086                          STATION DESCRIPTION
 EZ1086
 EZ1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1086'5.1 MI SW FROM UNIVERSITY.
 EZ1086'5.1 MILES SOUTHWEST ALONG THE STATE UNIVERSITY RAILROAD FROM THE
 EZ1086'STATION AT UNIVERSITY, ORANGE COUNTY, 0.1 MILE SOUTH OF MILEPOST
 EZ1086'5, AT A ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE
 EZ1086'ROAD, 16.5 FEET WEST OF THE WEST RAIL, OPPOSITE THE M.C. BLACKWOOD
 EZ1086'MAIL BOX, IN LINE WITH A ROW OF POLES, IN A FIELD, AND 1 FOOT
 EZ1086'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 152
 EZ1086'1935 AND SET IN THE TOP OF A CONCRETE POST.
 EZ1086
 EZ1086                          STATION RECOVERY (1969)
 EZ1086
 EZ1086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EZ1086'MARK NOT FOUND.
 EZ1086
 EZ1086                          STATION RECOVERY (1977)
 EZ1086
 EZ1086'RECOVERY NOTE BY 
NC DOT 1977
 EZ1086'MAILBOX AND ROW OF POLES ARE GONE.  MARK IS 3 FEET HIGHER THAN
 EZ1086'RAILS.
 EZ1086
 EZ1086                          STATION RECOVERY (1978)
 EZ1086
 EZ1086'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 EZ1086'RECOVERED IN GOOD CONDITION.
 EZ1086
 EZ1086                          STATION RECOVERY (2008)
 EZ1086
 EZ1086'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1086'THE BANK HAS BEEN CUT BACK TO IMPROVE VISIBILITY, AND THE MARK APPEARS
 EZ1086'TO HAVE BEEN DESTROYED IN THE PROCESS.
 EZ1086' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0906 ***********************************************************************
 FY0906  DESIGNATION -  A 153
 FY0906  PID         -  FY0906
 FY0906  STATE/COUNTY-  NC/ALAMANCE
 FY0906  USGS QUAD   -  MEBANE (1994)
 FY0906
 FY0906                         *CURRENT SURVEY CONTROL
 FY0906  ___________________________________________________________________
 FY0906* NAD 83(1986)-  36 05 22.     (N)    079 21 55.     (W)     SCALED    
 FY0906* NAVD 88     -       162.913  (meters)     534.49   (feet)  ADJUSTED  
 FY0906  ___________________________________________________________________
 FY0906  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FY0906  DYNAMIC HT  -         162.785 (meters)     534.07  (feet)  COMP
 FY0906  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 FY0906
 FY0906  VERT ORDER  -  FIRST     CLASS II
 FY0906
 FY0906.The horizontal coordinates were scaled from a topographic map and have
 FY0906.an estimated accuracy of +/- 6 seconds.
 FY0906
 FY0906.The orthometric height was determined by differential leveling
 FY0906.and adjusted in June 1991.
 FY0906
 FY0906.The geoid height was determined by GEOID03.
 FY0906
 FY0906.The dynamic height is computed by dividing the NAVD 88
 FY0906.geopotential number by the normal gravity value computed on the
 FY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0906.degrees latitude (g = 980.6199 gals.).
 FY0906
 FY0906.The modeled gravity was interpolated from observed gravity values.
 FY0906
 FY0906;                    North         East    Units  Estimated Accuracy
 FY0906;SPC NC       -   259,590.      576,700.      MT  (+/- 180 meters Scaled)
 FY0906
 FY0906                          SUPERSEDED SURVEY CONTROL
 FY0906
 FY0906  NGVD 29 (??/??/92)  163.18   (m)          535.4    (f) COMPUTED    1 2
 FY0906
 FY0906.Superseded values are not recommended for survey control.
 FY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0906.See file dsdata.txt to determine how the superseded data were derived.
 FY0906
 FY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV471951(NAD 83)
 FY0906_MARKER: DB = BENCH MARK DISK
 FY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0906_STAMPING: A 153 1935
 FY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0906+STABILITY: SURFACE MOTION
 FY0906
 FY0906  HISTORY     - Date     Condition        Report By
 FY0906  HISTORY     - 1935     MONUMENTED       CGS
 FY0906  HISTORY     - 1961     GOOD             NGS
 FY0906  HISTORY     - 1967     MARK NOT FOUND   NGS
 FY0906  HISTORY     - 20040614 MARK NOT FOUND   USPSQD
 FY0906  HISTORY     - 20050928 MARK NOT FOUND   USPSQD
 FY0906
 FY0906                          STATION DESCRIPTION
 FY0906
 FY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FY0906'AT HAW RIVER.
 FY0906'AT HAW RIVER, 82 YARDS EAST OF THE EAST END OF THE SOUTHERN
 FY0906'RAILWAY STATION, 6 RAILS WEST OF A ROAD CROSSING, 8.8 FEET
 FY0906'NORTH OF THE NORTH RAIL OF THE SIDING, 14 FEET WEST OF A POLE AND
 FY0906'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 FY0906'STAMPED A 153 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FY0906
 FY0906                          STATION RECOVERY (1967)
 FY0906
 FY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY0906'MARK NOT FOUND.
 FY0906
 FY0906                          STATION RECOVERY (2004)
 FY0906
 FY0906'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY0906'MARK NOT FOUND.
 FY0906
 FY0906                          STATION RECOVERY (2005)
 FY0906
 FY0906'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1222 ***********************************************************************
 FY1222  DESIGNATION -  A 154
 FY1222  PID         -  FY1222
 FY1222  STATE/COUNTY-  NC/GUILFORD
 FY1222  USGS QUAD   -  GREENSBORO (1994)
 FY1222
 FY1222                         *CURRENT SURVEY CONTROL
 FY1222  ___________________________________________________________________
 FY1222* NAD 83(1986)-  36 03 51.     (N)    079 48 25.     (W)     SCALED    
 FY1222* NAVD 88     -       256.824  (meters)     842.60   (feet)  ADJUSTED  
 FY1222  ___________________________________________________________________
 FY1222  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FY1222  DYNAMIC HT  -         256.610 (meters)     841.89  (feet)  COMP
 FY1222  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 FY1222
 FY1222  VERT ORDER  -  FIRST     CLASS II
 FY1222
 FY1222.The horizontal coordinates were scaled from a topographic map and have
 FY1222.an estimated accuracy of +/- 6 seconds.
 FY1222
 FY1222.The orthometric height was determined by differential leveling
 FY1222.and adjusted in June 1991.
 FY1222
 FY1222.The geoid height was determined by GEOID03.
 FY1222
 FY1222.The dynamic height is computed by dividing the NAVD 88
 FY1222.geopotential number by the normal gravity value computed on the
 FY1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1222.degrees latitude (g = 980.6199 gals.).
 FY1222
 FY1222.The modeled gravity was interpolated from observed gravity values.
 FY1222
 FY1222;                    North         East    Units  Estimated Accuracy
 FY1222;SPC NC       -   257,020.      536,910.      MT  (+/- 180 meters Scaled)
 FY1222
 FY1222                          SUPERSEDED SURVEY CONTROL
 FY1222
 FY1222  NGVD 29 (??/??/92)  257.06   (m)          843.4    (f) COMPUTED    1 2
 FY1222
 FY1222.Superseded values are not recommended for survey control.
 FY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1222.See file dsdata.txt to determine how the superseded data were derived.
 FY1222
 FY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV074917(NAD 83)
 FY1222_MARKER: DB = BENCH MARK DISK
 FY1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1222_STAMPING: A 154 1935
 FY1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1222+STABILITY: SURFACE MOTION
 FY1222
 FY1222  HISTORY     - Date     Condition        Report By
 FY1222  HISTORY     - 1935     MONUMENTED       CGS
 FY1222  HISTORY     - 1967     MARK NOT FOUND   NGS
 FY1222  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FY1222  HISTORY     - 19950904 MARK NOT FOUND   USPSQD
 FY1222  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 FY1222  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 FY1222
 FY1222                          STATION DESCRIPTION
 FY1222
 FY1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY1222'AT GREENSBORO.
 FY1222'AT GREENSBORO, GUILFORD COUNTY, 1.2 MILES WEST ALONG THE SOUTHERN
 FY1222'RAILWAY FROM THE STATION, 5-1/2 RAILS WEST OF MILEPOST 285,
 FY1222'3-1/4 RAILS WEST OF SEMAPHORE 285.1, 22 FEET NORTH OF THE NORTH
 FY1222'RAIL OF THE NORTH TRACK, 17.5 FEET SOUTH OF THE CENTERLINE OF
 FY1222'OAKLAND STREET, 9 FEET NORTHWEST OF A POLE, AND LEVEL WITH THE
 FY1222'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 154 1935 AND SET
 FY1222'IN THE TOP OF A CONCRETE POST.
 FY1222
 FY1222                          STATION RECOVERY (1967)
 FY1222
 FY1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1222'MARK NOT FOUND.
 FY1222
 FY1222                          STATION RECOVERY (1983)
 FY1222
 FY1222'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1222'MARK NOT FOUND.
 FY1222
 FY1222                          STATION RECOVERY (1995)
 FY1222
 FY1222'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1222'MARK NOT FOUND.
 FY1222
 FY1222                          STATION RECOVERY (2004)
 FY1222
 FY1222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY1222'MARK NOT FOUND.
 FY1222
 FY1222                          STATION RECOVERY (2005)
 FY1222
 FY1222'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0980 ***********************************************************************
 FA0980  DESIGNATION -  A 155
 FA0980  PID         -  FA0980
 FA0980  STATE/COUNTY-  NC/BURKE
 FA0980  USGS QUAD   -  GLEN ALPINE (1994)
 FA0980
 FA0980                         *CURRENT SURVEY CONTROL
 FA0980  ___________________________________________________________________
 FA0980* NAD 83(1986)-  35 43 39.     (N)    081 45 54.     (W)     SCALED    
 FA0980* NAVD 88     -       352.555  (meters)    1156.67   (feet)  ADJUSTED  
 FA0980  ___________________________________________________________________
 FA0980  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FA0980  DYNAMIC HT  -         352.208 (meters)    1155.54  (feet)  COMP
 FA0980  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 FA0980
 FA0980  VERT ORDER  -  FIRST     CLASS I
 FA0980
 FA0980.The horizontal coordinates were scaled from a topographic map and have
 FA0980.an estimated accuracy of +/- 6 seconds.
 FA0980
 FA0980.The orthometric height was determined by differential leveling
 FA0980.and adjusted in June 1991.
 FA0980
 FA0980.The geoid height was determined by GEOID03.
 FA0980
 FA0980.The dynamic height is computed by dividing the NAVD 88
 FA0980.geopotential number by the normal gravity value computed on the
 FA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0980.degrees latitude (g = 980.6199 gals.).
 FA0980
 FA0980.The modeled gravity was interpolated from observed gravity values.
 FA0980
 FA0980;                    North         East    Units  Estimated Accuracy
 FA0980;SPC NC       -   222,850.      359,500.      MT  (+/- 180 meters Scaled)
 FA0980
 FA0980                          SUPERSEDED SURVEY CONTROL
 FA0980
 FA0980  NGVD 29 (??/??/92)  352.680  (m)         1157.08   (f) ADJ UNCH    1 1
 FA0980
 FA0980.Superseded values are not recommended for survey control.
 FA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0980.See file dsdata.txt to determine how the superseded data were derived.
 FA0980
 FA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV308539(NAD 83)
 FA0980_MARKER: DB = BENCH MARK DISK
 FA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0980_STAMPING: A 155 1935
 FA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0980+STABILITY: SURFACE MOTION
 FA0980
 FA0980  HISTORY     - Date     Condition        Report By
 FA0980  HISTORY     - 1935     MONUMENTED       CGS
 FA0980  HISTORY     - 1967     GOOD             NGS
 FA0980
 FA0980                          STATION DESCRIPTION
 FA0980
 FA0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0980'0.8 MI E FROM GLEN ALPINE.
 FA0980'ABOUT 0.85 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0980'FROM THE POST OFFICE AT GLEN ALPINE, 0.4 MILE WEST OF THE
 FA0980'RAILROAD UNDERPASS FOR U.S. HIGHWAY 70, 37 1/2 FEET SOUTH OF
 FA0980'THE SOUTH RAIL OF THE TRACK, 45 YARDS NORTH OF THE CENTERLINE
 FA0980'OF U.S. HIGHWAY 70, 15 FEET SOUTHWEST OF THE CENTERLINE OF
 FA0980'A FOOTPATH, 4 1/2 FEET EAST OF A TELEPHONE POLE, 1.6 FEET WEST
 FA0980'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FA0980'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FA0980'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0108 ***********************************************************************
 EB0108  DESIGNATION -  A 157
 EB0108  PID         -  EB0108
 EB0108  STATE/COUNTY-  NC/BLADEN
 EB0108  USGS QUAD   -  WHITE LAKE (1986)
 EB0108
 EB0108                         *CURRENT SURVEY CONTROL
 EB0108  ___________________________________________________________________
 EB0108* NAD 83(1986)-  34 40 44.     (N)    078 29 24.     (W)     SCALED    
 EB0108* NAVD 88     -        20.247  (meters)      66.43   (feet)  ADJUSTED  
 EB0108  ___________________________________________________________________
 EB0108  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 EB0108  DYNAMIC HT  -          20.228 (meters)      66.36  (feet)  COMP
 EB0108  MODELED GRAV-     979,682.1   (mgal)                       NAVD 88
 EB0108
 EB0108  VERT ORDER  -  SECOND    CLASS 0
 EB0108
 EB0108.The horizontal coordinates were scaled from a topographic map and have
 EB0108.an estimated accuracy of +/- 6 seconds.
 EB0108
 EB0108.The orthometric height was determined by differential leveling
 EB0108.and adjusted in June 1991.
 EB0108
 EB0108.The geoid height was determined by GEOID03.
 EB0108
 EB0108.The dynamic height is computed by dividing the NAVD 88
 EB0108.geopotential number by the normal gravity value computed on the
 EB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0108.degrees latitude (g = 980.6199 gals.).
 EB0108
 EB0108.The modeled gravity was interpolated from observed gravity values.
 EB0108
 EB0108;                    North         East    Units  Estimated Accuracy
 EB0108;SPC NC       -   103,160.      656,340.      MT  (+/- 180 meters Scaled)
 EB0108
 EB0108                          SUPERSEDED SURVEY CONTROL
 EB0108
 EB0108  NGVD 29 (??/??/92)   20.519  (m)           67.32   (f) ADJ UNCH    2 0
 EB0108
 EB0108.Superseded values are not recommended for survey control.
 EB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0108.See file dsdata.txt to determine how the superseded data were derived.
 EB0108
 EB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU299403(NAD 83)
 EB0108_MARKER: DB = BENCH MARK DISK
 EB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0108_STAMPING: A 157 1935
 EB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0108+STABILITY: SURFACE MOTION
 EB0108
 EB0108  HISTORY     - Date     Condition        Report By
 EB0108  HISTORY     - 1935     MONUMENTED       CGS
 EB0108  HISTORY     - 1953     GOOD             NGS
 EB0108  HISTORY     - 1974     MARK NOT FOUND   NCGS
 EB0108  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0108
 EB0108                          STATION DESCRIPTION
 EB0108
 EB0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 EB0108'8.9 MI NE FROM ELIZABETHTOWN.
 EB0108'8.9 MILES NORTHEAST ALONG U.S. HIGHWAY 701 FROM THE COURTHOUSE
 EB0108'AT ELIZABETHTOWN, BLADEN COUNTY, 13 YARDS SOUTHWEST OF THE
 EB0108'JUNCTION OF THE DRIVE TO THE A.G. BEST FARM, 13 FEET WEST OF THE
 EB0108'CENTERLINE OF THE HIGHWAY, 5.5 FEET NORTH OF POLE 527, AND LEVEL
 EB0108'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 157 1935 AND SET
 EB0108'IN THE TOP OF A CONCRETE POST.  REVISED DESCRIPTION - DEC.
 EB0108'1953 - USGS-- 45 FEET S. OF FIELD ROAD WEST, 40 FEET S OF EXTENDED
 EB0108'CENTERLINE OF DRIVE EAST, AND 90 FEET S. OF POLE 514.
 EB0108
 EB0108                          STATION RECOVERY (1974)
 EB0108
 EB0108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0108'MARK NOT FOUND.
 EB0108
 EB0108                          STATION RECOVERY (1983)
 EB0108
 EB0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EB0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0859 ***********************************************************************
 FA0859  DESIGNATION -  A 158
 FA0859  PID         -  FA0859
 FA0859  STATE/COUNTY-  NC/GASTON
 FA0859  USGS QUAD   -  GASTONIA NORTH (1993)
 FA0859
 FA0859                         *CURRENT SURVEY CONTROL
 FA0859  ___________________________________________________________________
 FA0859* NAD 83(1986)-  35 17 51.     (N)    081 10 47.     (W)     SCALED    
 FA0859* NAVD 88     -       223.008  (meters)     731.65   (feet)  ADJUSTED  
 FA0859  ___________________________________________________________________
 FA0859  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA0859  DYNAMIC HT  -         222.794 (meters)     730.95  (feet)  COMP
 FA0859  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 FA0859
 FA0859  VERT ORDER  -  FIRST     CLASS II
 FA0859
 FA0859.The horizontal coordinates were scaled from a topographic map and have
 FA0859.an estimated accuracy of +/- 6 seconds.
 FA0859
 FA0859.The orthometric height was determined by differential leveling
 FA0859.and adjusted in June 1991.
 FA0859
 FA0859.The geoid height was determined by GEOID03.
 FA0859
 FA0859.The dynamic height is computed by dividing the NAVD 88
 FA0859.geopotential number by the normal gravity value computed on the
 FA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0859.degrees latitude (g = 980.6199 gals.).
 FA0859
 FA0859.The modeled gravity was interpolated from observed gravity values.
 FA0859
 FA0859;                    North         East    Units  Estimated Accuracy
 FA0859;SPC NC       -   173,840.      411,380.      MT  (+/- 180 meters Scaled)
 FA0859
 FA0859                          SUPERSEDED SURVEY CONTROL
 FA0859
 FA0859  NGVD 29 (??/??/92)  223.218  (m)          732.34   (f) ADJ UNCH    1 2
 FA0859
 FA0859.Superseded values are not recommended for survey control.
 FA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0859.See file dsdata.txt to determine how the superseded data were derived.
 FA0859
 FA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV836060(NAD 83)
 FA0859_MARKER: DB = BENCH MARK DISK
 FA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0859_STAMPING: A 158 1935
 FA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0859+STABILITY: SURFACE MOTION
 FA0859
 FA0859  HISTORY     - Date     Condition        Report By
 FA0859  HISTORY     - 1935     MONUMENTED       CGS
 FA0859  HISTORY     - 1965     GOOD             NGS
 FA0859  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0859  HISTORY     - 20000207 MARK NOT FOUND   USPSQD
 FA0859  HISTORY     - 20040924 MARK NOT FOUND   USPSQD
 FA0859
 FA0859                          STATION DESCRIPTION
 FA0859
 FA0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0859'1.4 MI S FROM DALLAS.
 FA0859'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 18 INCHES,
 FA0859'0.2 MILE SOUTHWEST OF MILEPOST 48, 115 FEET NORTHEAST OF THE
 FA0859'CENTER OF THE CROSSING OF U.S. HIGHWAY 321 AND THE CAROLINA
 FA0859'AND NORTHWESTERN RAILWAY, 18 FEET EAST OF THE CENTER OF THE
 FA0859'HIGHWAY, 16 FEET NORTHWEST OF THE NORTHWEST RAIL AND 6 FEET EAST
 FA0859'OF A TRANSMISSION POLE.  (EARTH HAS BEEN DUG AWAY ON THE NORTH
 FA0859'SIDE FOR ACCESS TO A FIELD ROAD)
 FA0859
 FA0859                          STATION RECOVERY (1988)
 FA0859
 FA0859'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 FA0859'MARK NOT FOUND.
 FA0859
 FA0859                          STATION RECOVERY (2000)
 FA0859
 FA0859'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA0859'MARK NOT FOUND.
 FA0859
 FA0859                          STATION RECOVERY (2004)
 FA0859
 FA0859'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0713 ***********************************************************************
 FB0713  DESIGNATION -  A 159
 FB0713  PID         -  FB0713
 FB0713  STATE/COUNTY-  NC/MADISON
 FB0713  USGS QUAD   -  HOT SPRINGS (1991)
 FB0713
 FB0713                         *CURRENT SURVEY CONTROL
 FB0713  ___________________________________________________________________
 FB0713* NAD 83(1986)-  35 53 49.     (N)    082 50 22.     (W)     SCALED    
 FB0713* NAVD 88     -       401.766  (meters)    1318.13   (feet)  ADJUSTED  
 FB0713  ___________________________________________________________________
 FB0713  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FB0713  DYNAMIC HT  -         401.368 (meters)    1316.82  (feet)  COMP
 FB0713  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 FB0713
 FB0713  VERT ORDER  -  FIRST     CLASS I
 FB0713
 FB0713.The horizontal coordinates were scaled from a topographic map and have
 FB0713.an estimated accuracy of +/- 6 seconds.
 FB0713
 FB0713.The orthometric height was determined by differential leveling
 FB0713.and adjusted in June 1991.
 FB0713
 FB0713.The geoid height was determined by GEOID03.
 FB0713
 FB0713.The dynamic height is computed by dividing the NAVD 88
 FB0713.geopotential number by the normal gravity value computed on the
 FB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0713.degrees latitude (g = 980.6199 gals.).
 FB0713
 FB0713.The modeled gravity was interpolated from observed gravity values.
 FB0713
 FB0713;                    North         East    Units  Estimated Accuracy
 FB0713;SPC NC       -   244,870.      263,080.      MT  (+/- 180 meters Scaled)
 FB0713
 FB0713                          SUPERSEDED SURVEY CONTROL
 FB0713
 FB0713  NGVD 29 (??/??/92)  401.903  (m)         1318.58   (f) ADJ UNCH    1 1
 FB0713
 FB0713.Superseded values are not recommended for survey control.
 FB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0713.See file dsdata.txt to determine how the superseded data were derived.
 FB0713
 FB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV339740(NAD 83)
 FB0713_MARKER: DB = BENCH MARK DISK
 FB0713_SETTING: 66 = SET IN ROCK OUTCROP
 FB0713_SP_SET: ROCK CLIFF
 FB0713_STAMPING: A 159 1935
 FB0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0713+STABILITY: POSITION/ELEVATION WELL
 FB0713
 FB0713  HISTORY     - Date     Condition        Report By
 FB0713  HISTORY     - 1935     MONUMENTED       CGS
 FB0713  HISTORY     - 1967     GOOD             NGS
 FB0713
 FB0713                          STATION DESCRIPTION
 FB0713
 FB0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0713'0.9 MI W FROM HOT SPRINGS.
 FB0713'ABOUT 0.9 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0713'FROM THE STATION AT HOT SPRINGS, 2 RAILS SOUTHEAST OF MILEPOST
 FB0713'180, SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CLIFF, 9
 FB0713'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, AND ABOUT 2
 FB0713'FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0367 ***********************************************************************
 FY0367  DESIGNATION -  A 160
 FY0367  PID         -  FY0367
 FY0367  STATE/COUNTY-  NC/PERSON
 FY0367  USGS QUAD   -  TIMBERLAKE (1981)
 FY0367
 FY0367                         *CURRENT SURVEY CONTROL
 FY0367  ___________________________________________________________________
 FY0367* NAD 83(1986)-  36 16 23.     (N)    078 56 42.     (W)     SCALED    
 FY0367* NAVD 88     -       166.418  (meters)     545.99   (feet)  ADJUSTED  
 FY0367  ___________________________________________________________________
 FY0367  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FY0367  DYNAMIC HT  -         166.285 (meters)     545.55  (feet)  COMP
 FY0367  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 FY0367
 FY0367  VERT ORDER  -  SECOND    CLASS 0
 FY0367
 FY0367.The horizontal coordinates were scaled from a topographic map and have
 FY0367.an estimated accuracy of +/- 6 seconds.
 FY0367
 FY0367.The orthometric height was determined by differential leveling
 FY0367.and adjusted in June 1991.
 FY0367
 FY0367.The geoid height was determined by GEOID03.
 FY0367
 FY0367.The dynamic height is computed by dividing the NAVD 88
 FY0367.geopotential number by the normal gravity value computed on the
 FY0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0367.degrees latitude (g = 980.6199 gals.).
 FY0367
 FY0367.The modeled gravity was interpolated from observed gravity values.
 FY0367
 FY0367;                    North         East    Units  Estimated Accuracy
 FY0367;SPC NC       -   279,900.      614,540.      MT  (+/- 180 meters Scaled)
 FY0367
 FY0367                          SUPERSEDED SURVEY CONTROL
 FY0367
 FY0367  NGVD 29 (??/??/92)  166.730  (m)          547.01   (f) ADJ UNCH    2 0
 FY0367
 FY0367.Superseded values are not recommended for survey control.
 FY0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0367.See file dsdata.txt to determine how the superseded data were derived.
 FY0367
 FY0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA845161(NAD 83)
 FY0367_MARKER: DB = BENCH MARK DISK
 FY0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0367_SP_SET: CULVERT
 FY0367_STAMPING: A 160 1935
 FY0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0367
 FY0367  HISTORY     - Date     Condition        Report By
 FY0367  HISTORY     - 1935     MONUMENTED       CGS
 FY0367  HISTORY     - 1977     MARK NOT FOUND   USGS
 FY0367
 FY0367                          STATION DESCRIPTION
 FY0367
 FY0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0367'1 MI S FROM HELENA.
 FY0367'ON THE LYNCHBURG TO DURHAM BRANCH OF THE NORFOLK AND WESTERN
 FY0367'RAILROAD, 1.0 MILE SOUTH AND ON OPPOSITE SIDE OF TRACK FROM MILE
 FY0367'POST 92, 18.4 FEET EAST OF THE EAST RAIL, 4 FEET BELOW LEVEL OF
 FY0367'TOP OF RAIL, ON THE NORTH END OF THE EAST CONCRETE CULVERT UNDER
 FY0367'RAILROAD.
 FY0367
 FY0367                          STATION RECOVERY (1977)
 FY0367
 FY0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FY0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0066 ***********************************************************************
 DD0066  DESIGNATION -  A 161
 DD0066  PID         -  DD0066
 DD0066  STATE/COUNTY-  NC/BRUNSWICK
 DD0066  USGS QUAD   -  SHALLOTTE (1990)
 DD0066
 DD0066                         *CURRENT SURVEY CONTROL
 DD0066  ___________________________________________________________________
 DD0066* NAD 83(1986)-  33 56 47.     (N)    078 23 47.     (W)     SCALED    
 DD0066* NAVD 88     -        10.509  (meters)      34.48   (feet)  ADJUSTED  
 DD0066  ___________________________________________________________________
 DD0066  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 DD0066  DYNAMIC HT  -          10.498 (meters)      34.44  (feet)  COMP
 DD0066  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 DD0066
 DD0066  VERT ORDER  -  SECOND    CLASS 0
 DD0066
 DD0066.The horizontal coordinates were scaled from a topographic map and have
 DD0066.an estimated accuracy of +/- 6 seconds.
 DD0066
 DD0066.The orthometric height was determined by differential leveling
 DD0066.and adjusted in June 1991.
 DD0066
 DD0066.The geoid height was determined by GEOID03.
 DD0066
 DD0066.The dynamic height is computed by dividing the NAVD 88
 DD0066.geopotential number by the normal gravity value computed on the
 DD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0066.degrees latitude (g = 980.6199 gals.).
 DD0066
 DD0066.The modeled gravity was interpolated from observed gravity values.
 DD0066
 DD0066;                    North         East    Units  Estimated Accuracy
 DD0066;SPC NC       -    21,960.      665,410.      MT  (+/- 180 meters Scaled)
 DD0066
 DD0066                          SUPERSEDED SURVEY CONTROL
 DD0066
 DD0066  NGVD 29 (??/??/92)   10.835  (m)           35.55   (f) ADJ UNCH    2 0
 DD0066
 DD0066.Superseded values are not recommended for survey control.
 DD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0066.See file dsdata.txt to determine how the superseded data were derived.
 DD0066
 DD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT406592(NAD 83)
 DD0066_MARKER: DB = BENCH MARK DISK
 DD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0066_STAMPING: A 161 1963
 DD0066_MARK LOGO: CGS   
 DD0066_PROJECTION: FLUSH
 DD0066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0066+STABILITY: SURFACE MOTION
 DD0066
 DD0066  HISTORY     - Date     Condition        Report By
 DD0066  HISTORY     - 1963     MONUMENTED       CGS
 DD0066  HISTORY     - 1978     GOOD             USE
 DD0066  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 DD0066  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 DD0066  HISTORY     - 19960912 GOOD             NCGS
 DD0066
 DD0066                          STATION DESCRIPTION
 DD0066
 DD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0066'1.8 MI SE FROM SHALLOTTE.
 DD0066'ABOUT 1.15 MILES SOUTHWEST ALONG VILLAGE ROAD AND OLD U.S. HIGHWAY
 DD0066'17 FROM THE SHALLOTE HIGH SCHOOL AT SHALLOTTE, THENCE 0.65 MILES
 DD0066'SOUTHEAST ALONG A BLACK TOP ROAD LEADING TO SHALLOTTE INLET, 32.6
 DD0066'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 142 FEET NORTH OF
 DD0066'AND ACROSS THE ROAD FROM THE NORTH CORNER OF A ONE-STORY BRICK HOME,
 DD0066'23 FEET NORTHWEST OF THE CENTER OF A PLOWED FIRE BREAK, 90 FEET
 DD0066'NORTH OF AND ACROSS ROAD FROM A POWER LINE POLE, 2 FEET NORTHWEST
 DD0066'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DD0066'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 DD0066'GROUND.
 DD0066
 DD0066                          STATION RECOVERY (1978)
 DD0066
 DD0066'RECOVERY NOTE BY US ENGINEERS 1978
 DD0066'RECOVERED IN GOOD CONDITION.
 DD0066
 DD0066                          STATION RECOVERY (1995)
 DD0066
 DD0066'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD0066'MARK NOT FOUND.
 DD0066
 DD0066                          STATION RECOVERY (1996)
 DD0066
 DD0066'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD0066'MARK NOT FOUND.
 DD0066
 DD0066                          STATION RECOVERY (1996)
 DD0066
 DD0066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB)
 DD0066'PROCEED ALONG NC 179 FOR 1.3 MI (2.1 KM) SOUTHWEST FROM US 17
 DD0066'BUSINESS, THENCE ALONG SR 1145 (VILLAGE POINT ROAD SOUTHWEST) FOR 0.65
 DD0066'MI (1.05 KM) TO THE STATION. MARK PROJECTS 4 INCHES ABOVE GROUND.
 DD0066'LOCATED 33.0 FT (10.1 M) NORTHEAST OF SR 1145, 35.0 FT (10.7 M)
 DD0066'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A MODULAR HOME, 2.0 FT (0.6
 DD0066'M) SOUTH-SOUTHEAST OF A METAL WITNESS POST--AND 5.5 FT (1.7 M)
 DD0066'SOUTHEAST OF A SERVICE POLE, 32.0 FT (9.8 M) NORTHWEST OF A TELEPHONE
 DD0066'PEDESTAL BESIDE A POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0089 ***********************************************************************
 DD0089  DESIGNATION -  A 162
 DD0089  PID         -  DD0089
 DD0089  STATE/COUNTY-  NC/BRUNSWICK
 DD0089  USGS QUAD   -  SOUTHPORT (1990)
 DD0089
 DD0089                         *CURRENT SURVEY CONTROL
 DD0089  ___________________________________________________________________
 DD0089* NAD 83(1986)-  33 55 53.     (N)    078 04 11.     (W)     SCALED    
 DD0089* NAVD 88     -         6.312  (meters)      20.71   (feet)  ADJUSTED  
 DD0089  ___________________________________________________________________
 DD0089  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 DD0089  DYNAMIC HT  -           6.306 (meters)      20.69  (feet)  COMP
 DD0089  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 DD0089
 DD0089  VERT ORDER  -  SECOND    CLASS 0
 DD0089
 DD0089.The horizontal coordinates were scaled from a topographic map and have
 DD0089.an estimated accuracy of +/- 6 seconds.
 DD0089
 DD0089.The orthometric height was determined by differential leveling
 DD0089.and adjusted in June 1991.
 DD0089
 DD0089.The geoid height was determined by GEOID03.
 DD0089
 DD0089.The dynamic height is computed by dividing the NAVD 88
 DD0089.geopotential number by the normal gravity value computed on the
 DD0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0089.degrees latitude (g = 980.6199 gals.).
 DD0089
 DD0089.The modeled gravity was interpolated from observed gravity values.
 DD0089
 DD0089;                    North         East    Units  Estimated Accuracy
 DD0089;SPC NC       -    20,530.      695,620.      MT  (+/- 180 meters Scaled)
 DD0089
 DD0089                          SUPERSEDED SURVEY CONTROL
 DD0089
 DD0089  NGVD 29 (??/??/92)    6.65   (m)           21.8    (f) COMPUTED    2 0
 DD0089
 DD0089.Superseded values are not recommended for survey control.
 DD0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0089.See file dsdata.txt to determine how the superseded data were derived.
 DD0089
 DD0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT708584(NAD 83)
 DD0089_MARKER: DB = BENCH MARK DISK
 DD0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DD0089_SP_SET: 62.1 FT
 DD0089_STAMPING: A 162 1963
 DD0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0089
 DD0089  HISTORY     - Date     Condition        Report By
 DD0089  HISTORY     - 1963     MONUMENTED       CGS
 DD0089  HISTORY     - 19880701 MARK NOT FOUND   LOCSUR
 DD0089  HISTORY     - 20010629 MARK NOT FOUND   USPSQD
 DD0089  HISTORY     - 20040208 MARK NOT FOUND   USPSQD
 DD0089  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 DD0089
 DD0089                          STATION DESCRIPTION
 DD0089
 DD0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0089'3.6 MI NW FROM SOUTHPORT.
 DD0089'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 211 FROM THE
 DD0089'JUNCTION OF STATE HIGHWAY 87 JUST NORTH OF SOUTHPORT, THENCE
 DD0089'1.95 MILES SOUTHWEST ALONG STATE HIGHWAY 133, ABOUT 0.65 MILE
 DD0089'SOUTHWEST OF THE BRIDGE OVER CALF GULLY CREEK, NEAR THE JUNCTION
 DD0089'OF COUNTY ROAD NO. 1102, 46 FEET NORTHWEST OF THE CENTER LINE
 DD0089'OF THE HIGHWAY, 231 FEET NORTHEAST OF THE CENTER LINE OF THE
 DD0089'COUNTY ROAD, 88.2 FEET SOUTH OF THE SOUTH CORNER OF A PORCH OF
 DD0089'A FRAME HOUSE, 54 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY
 DD0089'TO HOUSE, 2 1/2 FEET SOUTHWEST OF A POWER LINE POLE AND IN LINE
 DD0089'WITH A ROW OF POLES, 2 1/2 FEET NORTHEAST OF A WOODEN WITNESS
 DD0089'POST, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 DD0089'OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL
 DD0089'OF THE GROUND AND PROTECTED BY A 3 INCH TILE WHICH PROJECTS 2
 DD0089'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 DD0089'DEPTH OF 62.1 FEET TO REFUSAL.
 DD0089
 DD0089                          STATION RECOVERY (1988)
 DD0089
 DD0089'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0089'MARK NOT FOUND.
 DD0089
 DD0089                          STATION RECOVERY (2001)
 DD0089
 DD0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD0089'SEARCHED NW SIDE OF NC 133 WITH MICRONTA 4001 METAL DETECTOR.  NO RMS
 DD0089'HERE.
 DD0089
 DD0089                          STATION RECOVERY (2004)
 DD0089
 DD0089'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0089'MARK NOT FOUND.
 DD0089
 DD0089                          STATION RECOVERY (2005)
 DD0089
 DD0089'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0090 ***********************************************************************
 DD0090  DESIGNATION -  A 162 RESET 1973
 DD0090  PID         -  DD0090
 DD0090  STATE/COUNTY-  NC/BRUNSWICK
 DD0090  USGS QUAD   -  SOUTHPORT (1990)
 DD0090
 DD0090                         *CURRENT SURVEY CONTROL
 DD0090  ___________________________________________________________________
 DD0090* NAD 83(1986)-  33 55 53.     (N)    078 04 11.     (W)     SCALED    
 DD0090* NAVD 88     -         7.44   (meters)      24.4    (feet)  RESET     
 DD0090  ___________________________________________________________________
 DD0090  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 DD0090  VERT ORDER  -  THIRD
 DD0090
 DD0090.The horizontal coordinates were scaled from a topographic map and have
 DD0090.an estimated accuracy of +/- 6 seconds.
 DD0090
 DD0090.The orthometric height was computed from unverified reset data.
 DD0090
 DD0090.The geoid height was determined by GEOID03.
 DD0090
 DD0090;                    North         East    Units  Estimated Accuracy
 DD0090;SPC NC       -    20,530.      695,620.      MT  (+/- 180 meters Scaled)
 DD0090
 DD0090                          SUPERSEDED SURVEY CONTROL
 DD0090
 DD0090.No superseded survey control is available for this station.
 DD0090
 DD0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT708584(NAD 83)
 DD0090_MARKER: DB = BENCH MARK DISK
 DD0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0090_SP_SET: WINGWALL
 DD0090_STAMPING: A 162 RESET 1973
 DD0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0090
 DD0090  HISTORY     - Date     Condition        Report By
 DD0090  HISTORY     - 1973     MONUMENTED       NGS
 DD0090
 DD0090                          STATION DESCRIPTION
 DD0090
 DD0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 DD0090'1.6 MI NW FROM SOUTHPORT.
 DD0090'ABOUT 1.65 MILES N.W. ALONG ST. HWY 211 FROM THE JUNCTION OF ST.
 DD0090'HWY 87 JUST NORTH OF SOUTHPORT, THENCE 1.95 MILES S.W. ALONG ST.
 DD0090'HWY. 133, S.W. OF THE BRIDGE OVER CALIF. GULLY CREEK, SET IN THE
 DD0090'TOP OF A CONCRETE WING WALL-NORTH END OF THE OAK ISLAND BRIDGE
 DD0090'ACROSS INLAND WATERWAY, 23 FEET RIGHT OF HWY. STA. 151+93.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0670 ***********************************************************************
 EA0670  DESIGNATION -  A 163
 EA0670  PID         -  EA0670
 EA0670  STATE/COUNTY-  NC/NEW HANOVER
 EA0670  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0670
 EA0670                         *CURRENT SURVEY CONTROL
 EA0670  ___________________________________________________________________
 EA0670* NAD 83(1986)-  34 02 26.     (N)    077 53 43.     (W)     SCALED    
 EA0670* NAVD 88     -         3.583  (meters)      11.76   (feet)  ADJUSTED  
 EA0670  ___________________________________________________________________
 EA0670  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA0670  DYNAMIC HT  -           3.579 (meters)      11.74  (feet)  COMP
 EA0670  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 EA0670
 EA0670  VERT ORDER  -  SECOND    CLASS 0
 EA0670
 EA0670.The horizontal coordinates were scaled from a topographic map and have
 EA0670.an estimated accuracy of +/- 6 seconds.
 EA0670
 EA0670.The orthometric height was determined by differential leveling
 EA0670.and adjusted in June 1991.
 EA0670
 EA0670.The geoid height was determined by GEOID03.
 EA0670
 EA0670.The dynamic height is computed by dividing the NAVD 88
 EA0670.geopotential number by the normal gravity value computed on the
 EA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0670.degrees latitude (g = 980.6199 gals.).
 EA0670
 EA0670.The modeled gravity was interpolated from observed gravity values.
 EA0670
 EA0670;                    North         East    Units  Estimated Accuracy
 EA0670;SPC NC       -    32,800.      711,620.      MT  (+/- 180 meters Scaled)
 EA0670
 EA0670                          SUPERSEDED SURVEY CONTROL
 EA0670
 EA0670  NGVD 29 (??/??/92)    3.872  (m)           12.70   (f) ADJ UNCH    2 0
 EA0670
 EA0670.Superseded values are not recommended for survey control.
 EA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0670.See file dsdata.txt to determine how the superseded data were derived.
 EA0670
 EA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC327704(NAD 83)
 EA0670_MARKER: DB = BENCH MARK DISK
 EA0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0670_STAMPING: A 163 1963
 EA0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0670+STABILITY: SURFACE MOTION
 EA0670
 EA0670  HISTORY     - Date     Condition        Report By
 EA0670  HISTORY     - 1963     MONUMENTED       CGS
 EA0670  HISTORY     - 1970     MARK NOT FOUND   USGS
 EA0670  HISTORY     - 19960622 GOOD             USPSQD
 EA0670
 EA0670                          STATION DESCRIPTION
 EA0670
 EA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0670'0.2 MI N FROM CAROLINA BEACH.
 EA0670'AT CAROLINA BEACH, 0.2 MILE NORTH ALONG U.S. HIGHWAY 421 FROM
 EA0670'THE FIRST BAPTIST CHURCH AT CAROLINA BEACH, 1.0 MILE SOUTH OF
 EA0670'THE SOUTH END OF THE LARGE NEW BRIDGE OVER THE INLAND WATERWAY,
 EA0670'110.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET NORTH
 EA0670'AND ACROSS A DIRT STREET FROM THE NORTHEAST CORNER OF THE
 EA0670'OCEANAIRE ROOMS, 21 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 EA0670'OF THE MC DOWELLS MOTEL, 2 FEET WEST OF POWER LINE POLE NO. 8231,
 EA0670'21 FEET NORTH OF THE CENTER LINE OF A DIRT STREET, ABOUT LEVEL
 EA0670'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EA0670'1 INCH ABOVE THE LEVEL OF THE GROUND.
 EA0670
 EA0670                          STATION RECOVERY (1970)
 EA0670
 EA0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0670'MARK NOT FOUND.
 EA0670
 EA0670                          STATION RECOVERY (1996)
 EA0670
 EA0670'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0423 ***********************************************************************
 EY0423  DESIGNATION -  A 164
 EY0423  PID         -  EY0423
 EY0423  STATE/COUNTY-  NC/BEAUFORT
 EY0423  USGS QUAD   -  BUNYAN (1974)
 EY0423
 EY0423                         *CURRENT SURVEY CONTROL
 EY0423  ___________________________________________________________________
 EY0423* NAD 83(2001)-  35 31 49.16928(N)    076 57 33.43869(W)     ADJUSTED  
 EY0423* NAVD 88     -        10.569  (meters)      34.68   (feet)  ADJUSTED  
 EY0423  ___________________________________________________________________
 EY0423  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 EY0423  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 EY0423  DYNAMIC HT  -          10.560 (meters)      34.65  (feet)  COMP
 EY0423  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 EY0423
 EY0423  HORZ ORDER  -  SECOND
 EY0423  VERT ORDER  -  SECOND    CLASS 0
 EY0423
 EY0423.The horizontal coordinates were established by classical geodetic methods
 EY0423.and adjusted by the National Geodetic Survey in August 2005.
 EY0423
 EY0423.The orthometric height was determined by differential leveling
 EY0423.and adjusted in June 1991.
 EY0423
 EY0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0423
 EY0423.The geoid height was determined by GEOID03.
 EY0423
 EY0423.The dynamic height is computed by dividing the NAVD 88
 EY0423.geopotential number by the normal gravity value computed on the
 EY0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0423.degrees latitude (g = 980.6199 gals.).
 EY0423
 EY0423.The modeled gravity was interpolated from observed gravity values.
 EY0423
 EY0423;                    North         East     Units Scale Factor Converg.
 EY0423;SPC NC       -   199,394.571   794,649.681   MT  0.99988437   +1 10 40.2
 EY0423;SPC NC       -   654,180.36  2,607,113.16   sFT  0.99988437   +1 10 40.2
 EY0423;UTM  18      - 3,933,622.110   322,361.526   MT  0.99998887   -1 08 20.1
 EY0423
 EY0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0423!SPC NC       -   1.00000411  x   0.99988437  =   0.99988848
 EY0423!UTM  18      -   1.00000411  x   0.99998887  =   0.99999298
 EY0423
 EY0423                          SUPERSEDED SURVEY CONTROL
 EY0423
 EY0423  NAD 83(1986)-  35 31 49.18103(N)    076 57 33.44966(W) AD(       ) 2
 EY0423  NAVD 88 (07/14/98)   10.57   (m)           34.7    (f) LEVELING    3  
 EY0423  NGVD 29 (??/??/92)   10.897  (m)           35.75   (f) ADJ UNCH    2 0
 EY0423
 EY0423.Superseded values are not recommended for survey control.
 EY0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0423.See file dsdata.txt to determine how the superseded data were derived.
 EY0423
 EY0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2236233622(NAD 83)
 EY0423_MARKER: DB = BENCH MARK DISK
 EY0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0423_SP_SET: CONCRETE POST
 EY0423_STAMPING: A 164 1963
 EY0423_MARK LOGO: CGS   
 EY0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0423+STABILITY: SURFACE MOTION
 EY0423
 EY0423  HISTORY     - Date     Condition        Report By
 EY0423  HISTORY     - 1963     MONUMENTED       CGS
 EY0423  HISTORY     - 1982     GOOD             NCGS
 EY0423  HISTORY     - 19820101 GOOD             NCGS
 EY0423  HISTORY     - 19870829 GOOD             USPSQD
 EY0423
 EY0423                          STATION DESCRIPTION
 EY0423
 EY0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0423'5.2 MI NE FROM WASHINGTON.
 EY0423'ABOUT 4.15 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 EY0423'FROM THE STATION AT WASHINGTON, THENCE 1.05 MILES SOUTHEAST
 EY0423'ALONG U.S. HIGHWAY 264, ABOUT 0.65 MILE WEST OF THE JUNCTION OF
 EY0423'STATE HIGHWAY 32 LEADING NORTHEAST, 51.5 FEET SOUTH OF THE CENTER
 EY0423'LINE OF THE HIGHWAY, 42.4 FEET NORTHWEST OF THE NORTHWEST CORNER
 EY0423'OF A TABACCO CURING BARN, 68 FEET SOUTHWEST OF THE WEST END OF A
 EY0423'12-INCH PIPE UNDER A DRIVEWAY, 3 FEET WEST OF TELEPHONE POLE NO.
 EY0423'258, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 EY0423'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EY0423'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 EY0423
 EY0423                          STATION RECOVERY (1982)
 EY0423
 EY0423'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0423'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS SET INTO THE TOP OF A
 EY0423'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND ABOUT LEVEL WITH THE
 EY0423'HIGHWAY.
 EY0423
 EY0423                          STATION RECOVERY (1982)
 EY0423
 EY0423'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0423'RECOVERED AS DESCRIBED.  MARK IS LOCATED 15.56 M (51.05 FT) SOUTH OF
 EY0423'THE CENTERLINE OF NC 32, 0.73 M (2.40 FT) EAST OF A WITNESS POST, 6.74
 EY0423'M (22.11 FT) SOUTH OF THE EAST END OF A DRIVEWAY CULVERT.
 EY0423
 EY0423                          STATION RECOVERY (1987)
 EY0423
 EY0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0223 ***********************************************************************
 EY0223  DESIGNATION -  A 165
 EY0223  PID         -  EY0223
 EY0223  STATE/COUNTY-  NC/BEAUFORT
 EY0223  USGS QUAD   -  RANSOMVILLE (1983)
 EY0223
 EY0223                         *CURRENT SURVEY CONTROL
 EY0223  ___________________________________________________________________
 EY0223* NAD 83(1986)-  35 29 53.     (N)    076 40 18.     (W)     SCALED    
 EY0223* NAVD 88     -         3.151  (meters)      10.34   (feet)  ADJUSTED  
 EY0223  ___________________________________________________________________
 EY0223  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EY0223  DYNAMIC HT  -           3.148 (meters)      10.33  (feet)  COMP
 EY0223  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 EY0223
 EY0223  VERT ORDER  -  SECOND    CLASS 0
 EY0223
 EY0223.The horizontal coordinates were scaled from a topographic map and have
 EY0223.an estimated accuracy of +/- 6 seconds.
 EY0223
 EY0223.The orthometric height was determined by differential leveling
 EY0223.and adjusted in June 1991.
 EY0223
 EY0223.The geoid height was determined by GEOID03.
 EY0223
 EY0223.The dynamic height is computed by dividing the NAVD 88
 EY0223.geopotential number by the normal gravity value computed on the
 EY0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0223.degrees latitude (g = 980.6199 gals.).
 EY0223
 EY0223.The modeled gravity was interpolated from observed gravity values.
 EY0223
 EY0223;                    North         East    Units  Estimated Accuracy
 EY0223;SPC NC       -   196,390.      820,810.      MT  (+/- 180 meters Scaled)
 EY0223
 EY0223                          SUPERSEDED SURVEY CONTROL
 EY0223
 EY0223  NGVD 29 (??/??/92)    3.478  (m)           11.41   (f) ADJ UNCH    2 0
 EY0223
 EY0223.Superseded values are not recommended for survey control.
 EY0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0223.See file dsdata.txt to determine how the superseded data were derived.
 EY0223
 EY0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE483295(NAD 83)
 EY0223_MARKER: DB = BENCH MARK DISK
 EY0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EY0223_SP_SET: BRIDGE ABUTMENT
 EY0223_STAMPING: A 165 1963
 EY0223_MARK LOGO: CGS   
 EY0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0223
 EY0223  HISTORY     - Date     Condition        Report By
 EY0223  HISTORY     - 1963     MONUMENTED       CGS
 EY0223  HISTORY     - 1984     GOOD             NGS
 EY0223  HISTORY     - 1984     GOOD             NCGS
 EY0223  HISTORY     - 19880601 GOOD             USPSQD
 EY0223  HISTORY     - 1989     GOOD             USPSQD
 EY0223  HISTORY     - 20040321 GOOD             USPSQD
 EY0223
 EY0223                          STATION DESCRIPTION
 EY0223
 EY0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0223'4.5 MI SW FROM BELHAVEN.
 EY0223'ABOUT 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM ITS
 EY0223'JUNCTION WITH U.S. HIGHWAY 264 AT BELHAVEN, SET ON THE TOP OF THE
 EY0223'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE LONG BRIDGE OVER
 EY0223'PUNGO CREEK, 14.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 EY0223'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 EY0223
 EY0223                          STATION RECOVERY (1984)
 EY0223
 EY0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EY0223'RECOVERED IN GOOD CONDITION.
 EY0223
 EY0223                          STATION RECOVERY (1984)
 EY0223
 EY0223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY0223'RECOVERED IN GOOD CONDITION.
 EY0223
 EY0223                          STATION RECOVERY (1988)
 EY0223
 EY0223'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWG)
 EY0223'RECOVERED IN GOOD CONDITION.
 EY0223
 EY0223                          STATION RECOVERY (1989)
 EY0223
 EY0223'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ)
 EY0223'RECOVERED IN GOOD CONDITION.
 EY0223
 EY0223                          STATION RECOVERY (2004)
 EY0223
 EY0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0722 ***********************************************************************
 FX0722  DESIGNATION -  A 166
 FX0722  PID         -  FX0722
 FX0722  STATE/COUNTY-  NC/HERTFORD
 FX0722  USGS QUAD   -  AHOSKIE (1982)
 FX0722
 FX0722                         *CURRENT SURVEY CONTROL
 FX0722  ___________________________________________________________________
 FX0722* NAD 83(1986)-  36 21 28.     (N)    076 54 41.     (W)     SCALED    
 FX0722* NAVD 88     -        11.825  (meters)      38.80   (feet)  ADJUSTED  
 FX0722  ___________________________________________________________________
 FX0722  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 FX0722  DYNAMIC HT  -          11.815 (meters)      38.76  (feet)  COMP
 FX0722  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 FX0722
 FX0722  VERT ORDER  -  SECOND    CLASS 0
 FX0722
 FX0722.The horizontal coordinates were scaled from a topographic map and have
 FX0722.an estimated accuracy of +/- 6 seconds.
 FX0722
 FX0722.The orthometric height was determined by differential leveling
 FX0722.and adjusted in June 1991.
 FX0722
 FX0722.The geoid height was determined by GEOID03.
 FX0722
 FX0722.The dynamic height is computed by dividing the NAVD 88
 FX0722.geopotential number by the normal gravity value computed on the
 FX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0722.degrees latitude (g = 980.6199 gals.).
 FX0722
 FX0722.The modeled gravity was interpolated from observed gravity values.
 FX0722
 FX0722;                    North         East    Units  Estimated Accuracy
 FX0722;SPC NC       -   291,270.      797,060.      MT  (+/- 180 meters Scaled)
 FX0722
 FX0722                          SUPERSEDED SURVEY CONTROL
 FX0722
 FX0722  NGVD 29 (??/??/92)   12.173  (m)           39.94   (f) ADJ UNCH    2 0
 FX0722
 FX0722.Superseded values are not recommended for survey control.
 FX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0722.See file dsdata.txt to determine how the superseded data were derived.
 FX0722
 FX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF285253(NAD 83)
 FX0722_MARKER: DB = BENCH MARK DISK
 FX0722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX0722_STAMPING: A 166 1963
 FX0722_MARK LOGO: CGS   
 FX0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0722+STABILITY: SURFACE MOTION
 FX0722
 FX0722  HISTORY     - Date     Condition        Report By
 FX0722  HISTORY     - 1963     MONUMENTED       CGS
 FX0722  HISTORY     - 19750101 GOOD             NCGS
 FX0722  HISTORY     - 1979     GOOD             NCGS
 FX0722
 FX0722                          STATION DESCRIPTION
 FX0722
 FX0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0722'AT COFIELD.
 FX0722'AT COFIELD, ALONG STATE HIGHWAY 45, SET ON THE TOP AND 1 FOOT
 FX0722'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 FX0722'HEAD WALL OF A 4 FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 FX0722'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 296 FEET
 FX0722'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF THE ATLANTIC
 FX0722'COAST LINE RAILROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 FX0722'HIGHWAY.
 FX0722
 FX0722                          STATION RECOVERY (1975)
 FX0722
 FX0722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (LWA)
 FX0722'RECOVERED AS DESCRIBED.
 FX0722
 FX0722                          STATION RECOVERY (1979)
 FX0722
 FX0722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX0722'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ON NC 45 IN
 FX0722'COFIELD, IN SOUTHEAST END OF NORTHEAST HEADWALL OF CULVERT, 296 FEET
 FX0722'NORTHWEST OF THE MAIN TRACK OF THE SEABOARD COASTLINE RAILROAD, 20.3
 FX0722'FEET NORTHEAST OF CENTERLINE OF NC 45, 0.9 FEET NORTHWEST OF SOUTHEAST
 FX0722'END OF NORTHEAST HEADWALL, 4.7 FEET SOUTHEAST OF NORTHWEST END OF
 FX0722'NORTHEAST HEADWALL, AND 3.6 FEET SOUTH-SOUTHEAST OF POWER POLE WITH
 FX0722'REFERENCE TAG.
 FX0722'THE MARK IS 1.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0014 ***********************************************************************
 FW0014  DESIGNATION -  A 167
 FW0014  PID         -  FW0014
 FW0014  STATE/COUNTY-  NC/CURRITUCK
 FW0014  USGS QUAD   -  COINJOCK (1982)
 FW0014
 FW0014                         *CURRENT SURVEY CONTROL
 FW0014  ___________________________________________________________________
 FW0014* NAD 83(1986)-  36 20 37.     (N)    075 57 09.     (W)     SCALED    
 FW0014* NAVD 88     -         0.987  (meters)       3.24   (feet)  ADJUSTED  
 FW0014  ___________________________________________________________________
 FW0014  GEOID HEIGHT-         -38.46  (meters)                     GEOID03
 FW0014  DYNAMIC HT  -           0.986 (meters)       3.23  (feet)  COMP
 FW0014  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 FW0014
 FW0014  VERT ORDER  -  SECOND    CLASS 0
 FW0014
 FW0014.The horizontal coordinates were scaled from a topographic map and have
 FW0014.an estimated accuracy of +/- 6 seconds.
 FW0014
 FW0014.The orthometric height was determined by differential leveling
 FW0014.and adjusted in June 1991.
 FW0014
 FW0014.The geoid height was determined by GEOID03.
 FW0014
 FW0014.The dynamic height is computed by dividing the NAVD 88
 FW0014.geopotential number by the normal gravity value computed on the
 FW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0014.degrees latitude (g = 980.6199 gals.).
 FW0014
 FW0014.The modeled gravity was interpolated from observed gravity values.
 FW0014
 FW0014;                    North         East    Units  Estimated Accuracy
 FW0014;SPC NC       -   291,930.      883,150.      MT  (+/- 180 meters Scaled)
 FW0014
 FW0014                          SUPERSEDED SURVEY CONTROL
 FW0014
 FW0014  NGVD 29 (??/??/??)    1.254  (m)            4.11   (f) ADJUSTED    2 0
 FW0014
 FW0014.Superseded values are not recommended for survey control.
 FW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0014.See file dsdata.txt to determine how the superseded data were derived.
 FW0014
 FW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF145224(NAD 83)
 FW0014_MARKER: DB = BENCH MARK DISK
 FW0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FW0014_SP_SET: 96 FEET
 FW0014_STAMPING: A 167 1963
 FW0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0014
 FW0014  HISTORY     - Date     Condition        Report By
 FW0014  HISTORY     - 1963     MONUMENTED       CGS
 FW0014  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FW0014  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FW0014
 FW0014                          STATION DESCRIPTION
 FW0014
 FW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0014'AT COINJOCK.
 FW0014'AT COINJOCK, ALONG U.S. HIGHWAY 158, NEAR THE SOUTH END OF A
 FW0014'SMALL PARK JUST SOUTH OF THE U.S. HIGHWAY 158 BRIDGE OVER THE
 FW0014'INLAND WATERWAY, 95.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FW0014'104.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE
 FW0014'OVER THE INLAND WATERWAY, 23 1/2 FEET WEST OF THE CENTER LINE OF
 FW0014'THE OLD HIGHWAY, 67.8 FEET SOUTHWEST OF AND ACROSS THE OLD
 FW0014'HIGHWAY FROM TIDAL MARK NO. 3, 28 FEET NORTH OF POWER LINE POLE
 FW0014'NO. 1110, ABOUT LEVEL WITH THE OLD HIGHWAY, ABOUT 2 FEET BELOW THE
 FW0014'LEVEL OF THE NEW HIGHWAY, A DISK ON THE TOP OF A COPPER COATED
 FW0014'STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND AND
 FW0014'PROTECTED BY A 3 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL
 FW0014'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET TO
 FW0014'REFUSAL.  TIDAL STATION NO. 2, COINJOCK DRAWBRIDGE, NORTH
 FW0014'CAROLINA CUT, NORTH CAROLINA.
 FW0014
 FW0014                          STATION RECOVERY (1989)
 FW0014
 FW0014'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0014'MARK NOT FOUND.
 FW0014
 FW0014                          STATION RECOVERY (1990)
 FW0014
 FW0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0139 ***********************************************************************
 EX0139  DESIGNATION -  A 169
 EX0139  PID         -  EX0139
 EX0139  STATE/COUNTY-  NC/DARE
 EX0139  USGS QUAD   -  OREGON INLET (1983)
 EX0139
 EX0139                         *CURRENT SURVEY CONTROL
 EX0139  ___________________________________________________________________
 EX0139* NAD 83(1986)-  35 50 35.     (N)    075 33 54.     (W)     SCALED    
 EX0139* NAVD 88     -         1.364  (meters)       4.48   (feet)  ADJUSTED  
 EX0139  ___________________________________________________________________
 EX0139  GEOID HEIGHT-         -38.94  (meters)                     GEOID03
 EX0139  DYNAMIC HT  -           1.363 (meters)       4.47  (feet)  COMP
 EX0139  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 EX0139
 EX0139  VERT ORDER  -  SECOND    CLASS 0
 EX0139
 EX0139.The horizontal coordinates were scaled from a topographic map and have
 EX0139.an estimated accuracy of +/- 6 seconds.
 EX0139
 EX0139.The orthometric height was determined by differential leveling
 EX0139.and adjusted in June 1991.
 EX0139
 EX0139.The geoid height was determined by GEOID03.
 EX0139
 EX0139.The dynamic height is computed by dividing the NAVD 88
 EX0139.geopotential number by the normal gravity value computed on the
 EX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0139.degrees latitude (g = 980.6199 gals.).
 EX0139
 EX0139.The modeled gravity was interpolated from observed gravity values.
 EX0139
 EX0139;                    North         East    Units  Estimated Accuracy
 EX0139;SPC NC       -   237,560.      919,840.      MT  (+/- 180 meters Scaled)
 EX0139
 EX0139                          SUPERSEDED SURVEY CONTROL
 EX0139
 EX0139  NGVD 29 (??/??/92)    1.67   (m)            5.5    (f) COMPUTED    2 0
 EX0139
 EX0139.Superseded values are not recommended for survey control.
 EX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0139.See file dsdata.txt to determine how the superseded data were derived.
 EX0139
 EX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE489666(NAD 83)
 EX0139_MARKER: DB = BENCH MARK DISK
 EX0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0139_STAMPING: A 169 1963
 EX0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0139+STABILITY: SURFACE MOTION
 EX0139
 EX0139  HISTORY     - Date     Condition        Report By
 EX0139  HISTORY     - 1963     MONUMENTED       CGS
 EX0139  HISTORY     - 1969     GOOD             NGS
 EX0139  HISTORY     - 1981     MARK NOT FOUND   NGS
 EX0139
 EX0139                          STATION DESCRIPTION
 EX0139
 EX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0139'4.7 MI S FROM NAGS HEAD.
 EX0139'ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 EX0139'WITH U.S. HIGHWAYS 158, 64 AND 264 AT NAGS HEAD, NEAR THE OVERHEAD
 EX0139'CROSSING OF THE U.S. COAST GUARD TELEPHONE LINE, 113 YARDS SOUTH
 EX0139'OF THE CENTER LINE OF ROAD NO. 1243 LEADING TO SOUTH NAGS HEAD,
 EX0139'39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 199 FEET
 EX0139'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE COAST GUARD TELEPHONE
 EX0139'POLE NO. 2705, 3 FEET NORTH OF A TELEPHONE POLE, ABOUT LEVEL WITH
 EX0139'THE HIGHWAY, A DISK SET ON THE TOP OF A CONCRETE POST PROJECTING
 EX0139'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 EX0139
 EX0139                          STATION RECOVERY (1969)
 EX0139
 EX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EX0139'RECOVERED IN GOOD CONDITION.
 EX0139
 EX0139                          STATION RECOVERY (1981)
 EX0139
 EX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0139'SEARCHED FOR BUT NOT RECOVERED, POWER POLES HAVE BEEN REPLACED, EXACT
 EX0139'LOCATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1144 ***********************************************************************
 FY1144  DESIGNATION -  A 170
 FY1144  PID         -  FY1144
 FY1144  STATE/COUNTY-  NC/GUILFORD
 FY1144  USGS QUAD   -  LAKE BRANDT (1994)
 FY1144
 FY1144                         *CURRENT SURVEY CONTROL
 FY1144  ___________________________________________________________________
 FY1144* NAD 83(1986)-  36 08 35.     (N)    079 52 01.     (W)     SCALED    
 FY1144* NAVD 88     -       251.127  (meters)     823.91   (feet)  ADJUSTED  
 FY1144  ___________________________________________________________________
 FY1144  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FY1144  DYNAMIC HT  -         250.909 (meters)     823.19  (feet)  COMP
 FY1144  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 FY1144
 FY1144  VERT ORDER  -  FIRST     CLASS II
 FY1144
 FY1144.The horizontal coordinates were scaled from a topographic map and have
 FY1144.an estimated accuracy of +/- 6 seconds.
 FY1144
 FY1144.The orthometric height was determined by differential leveling
 FY1144.and adjusted in June 1991.
 FY1144
 FY1144.The geoid height was determined by GEOID03.
 FY1144
 FY1144.The dynamic height is computed by dividing the NAVD 88
 FY1144.geopotential number by the normal gravity value computed on the
 FY1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1144.degrees latitude (g = 980.6199 gals.).
 FY1144
 FY1144.The modeled gravity was interpolated from observed gravity values.
 FY1144
 FY1144;                    North         East    Units  Estimated Accuracy
 FY1144;SPC NC       -   265,820.      531,580.      MT  (+/- 180 meters Scaled)
 FY1144
 FY1144                          SUPERSEDED SURVEY CONTROL
 FY1144
 FY1144  NGVD 29 (??/??/92)  251.342  (m)          824.61   (f) ADJ UNCH    1 2
 FY1144
 FY1144.Superseded values are not recommended for survey control.
 FY1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1144.See file dsdata.txt to determine how the superseded data were derived.
 FY1144
 FY1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA019004(NAD 83)
 FY1144_MARKER: DB = BENCH MARK DISK
 FY1144_SETTING: 66 = SET IN ROCK OUTCROP
 FY1144_SP_SET: ROCK LEDGE
 FY1144_STAMPING: A 170 1965
 FY1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY1144+STABILITY: POSITION/ELEVATION WELL
 FY1144
 FY1144  HISTORY     - Date     Condition        Report By
 FY1144  HISTORY     - 1965     MONUMENTED       CGS
 FY1144  HISTORY     - 1985     GOOD             USPSQD
 FY1144  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FY1144  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 FY1144
 FY1144                          STATION DESCRIPTION
 FY1144
 FY1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1144'6.1 MI NW FROM GREENSBORO.
 FY1144'4.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE MADISION
 FY1144'AVENUE OVERPASS AT GREENSBORO, THENCE 2.0 MILES NORTHWEST ALONG
 FY1144'U.S. HIGHWAY 220, ABOUT 0.6 MILE NORTHWEST OF A CONCRETE CULVERT
 FY1144'OVER HORSEPEN CREEK, ABOUT 0.25 MILE SOUTHEAST OF THE INTERSECTION
 FY1144'OF COUNTY ROAD 2182, ON THE SOUTHEAST SLOPE OF A HILL, SET IN
 FY1144'THE TOP OF A SLOPING ROCK LEDGE THAT IS PART OF A CUT ALONG THE
 FY1144'NORTHEAST SIDE OF THE HIGHWAY, 27 1/2 FEET NORTHEAST OF THE CENTER
 FY1144'LINE OF THE HIGHWAY, 6 FEET SOUTHEAST OF THE NORTHWEST END OF
 FY1144'THE ROCK AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FY1144
 FY1144                          STATION RECOVERY (1985)
 FY1144
 FY1144'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1144'RECOVERED IN GOOD CONDITION.
 FY1144
 FY1144                          STATION RECOVERY (1995)
 FY1144
 FY1144'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1144'MARK NOT FOUND.
 FY1144
 FY1144                          STATION RECOVERY (2003)
 FY1144
 FY1144'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLS)
 FY1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1182 ***********************************************************************
 FY1182  DESIGNATION -  A 171
 FY1182  PID         -  FY1182
 FY1182  STATE/COUNTY-  NC/ROCKINGHAM
 FY1182  USGS QUAD   -  MAYODAN (1977)
 FY1182
 FY1182                         *CURRENT SURVEY CONTROL
 FY1182  ___________________________________________________________________
 FY1182* NAD 83(1986)-  36 23 58.     (N)    079 57 42.     (W)     SCALED    
 FY1182* NAVD 88     -       171.976  (meters)     564.22   (feet)  ADJUSTED  
 FY1182  ___________________________________________________________________
 FY1182  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 FY1182  DYNAMIC HT  -         171.824 (meters)     563.73  (feet)  COMP
 FY1182  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 FY1182
 FY1182  VERT ORDER  -  FIRST     CLASS II
 FY1182
 FY1182.The horizontal coordinates were scaled from a topographic map and have
 FY1182.an estimated accuracy of +/- 6 seconds.
 FY1182
 FY1182.The orthometric height was determined by differential leveling
 FY1182.and adjusted in June 1991.
 FY1182
 FY1182.The geoid height was determined by GEOID03.
 FY1182
 FY1182.The dynamic height is computed by dividing the NAVD 88
 FY1182.geopotential number by the normal gravity value computed on the
 FY1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1182.degrees latitude (g = 980.6199 gals.).
 FY1182
 FY1182.The modeled gravity was interpolated from observed gravity values.
 FY1182
 FY1182;                    North         East    Units  Estimated Accuracy
 FY1182;SPC NC       -   294,340.      523,330.      MT  (+/- 180 meters Scaled)
 FY1182
 FY1182                          SUPERSEDED SURVEY CONTROL
 FY1182
 FY1182  NGVD 29 (??/??/92)  172.180  (m)          564.89   (f) ADJ UNCH    1 2
 FY1182
 FY1182.Superseded values are not recommended for survey control.
 FY1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1182.See file dsdata.txt to determine how the superseded data were derived.
 FY1182
 FY1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA931287(NAD 83)
 FY1182_MARKER: DB = BENCH MARK DISK
 FY1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1182_SP_SET: CULVERT
 FY1182_STAMPING: A 171 1965
 FY1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1182
 FY1182  HISTORY     - Date     Condition        Report By
 FY1182  HISTORY     - 1965     MONUMENTED       CGS
 FY1182
 FY1182                          STATION DESCRIPTION
 FY1182
 FY1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1182'0.8 MI N FROM MADISON.
 FY1182'0.8 MILE NORTH ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE
 FY1182'STATION AT MADISON, ALSO 1.0 MILE SOUTH ALONG THE NORFOLK AND
 FY1182'WESTERN RAILWAY FROM THE STATION AT MAYODAN, ABOUT 0.3 MILE NORTH
 FY1182'OF MILEPOST R 94, SET IN THE TOP OF THE SOUTHWEST CONCRETE
 FY1182'WING WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 11 1/2 FEET WEST
 FY1182'OF THE WEST RAIL OF THE TRACK, AND ABOUT 3 FEET BELOW THE LEVEL
 FY1182'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0171 ***********************************************************************
 EB0171  DESIGNATION -  A 176
 EB0171  PID         -  EB0171
 EB0171  STATE/COUNTY-  NC/BRUNSWICK
 EB0171  USGS QUAD   -  WINNABOW (1990)
 EB0171
 EB0171                         *CURRENT SURVEY CONTROL
 EB0171  ___________________________________________________________________
 EB0171* NAD 83(1986)-  34 14 39.     (N)    078 00 05.     (W)     SCALED    
 EB0171* NAVD 88     -         5.425  (meters)      17.80   (feet)  ADJUSTED  
 EB0171  ___________________________________________________________________
 EB0171  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 EB0171  DYNAMIC HT  -           5.420 (meters)      17.78  (feet)  COMP
 EB0171  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 EB0171
 EB0171  VERT ORDER  -  FIRST     CLASS I
 EB0171
 EB0171.The horizontal coordinates were scaled from a topographic map and have
 EB0171.an estimated accuracy of +/- 6 seconds.
 EB0171
 EB0171.The orthometric height was determined by differential leveling
 EB0171.and adjusted in June 1991.
 EB0171.WARNING-Repeat measurements at this control monument indicate possible
 EB0171.vertical movement.
 EB0171
 EB0171.The geoid height was determined by GEOID03.
 EB0171
 EB0171.The dynamic height is computed by dividing the NAVD 88
 EB0171.geopotential number by the normal gravity value computed on the
 EB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0171.degrees latitude (g = 980.6199 gals.).
 EB0171
 EB0171.The modeled gravity was interpolated from observed gravity values.
 EB0171
 EB0171;                    North         East    Units  Estimated Accuracy
 EB0171;SPC NC       -    55,280.      701,590.      MT  (+/- 180 meters Scaled)
 EB0171
 EB0171                          SUPERSEDED SURVEY CONTROL
 EB0171
 EB0171  NGVD 29 (10/06/93)    5.734  (m)           18.81   (f) ADJUSTED    1 1
 EB0171
 EB0171.Superseded values are not recommended for survey control.
 EB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0171.See file dsdata.txt to determine how the superseded data were derived.
 EB0171
 EB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT761932(NAD 83)
 EB0171_MARKER: DB = BENCH MARK DISK
 EB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0171_STAMPING: A 176 1963
 EB0171_PROJECTION: PROJECTING 8 CENTIMETERS
 EB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0171+STABILITY: SURFACE MOTION
 EB0171
 EB0171  HISTORY     - Date     Condition        Report By
 EB0171  HISTORY     - 1963     MONUMENTED       CGS
 EB0171  HISTORY     - 1979     GOOD             NCGS
 EB0171
 EB0171                          STATION DESCRIPTION
 EB0171
 EB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EB0171'1.2 MI SW FROM NAVASSA.
 EB0171'ABOUT 1.2 MILES SOUTHWEST ALONG BLACK TOP ROAD 1435 FROM THE POST
 EB0171'OFFICE AT NAVASSA, ABOUT 0.1 MILE SOUTHWEST OF A BRIDGE OVER MILL
 EB0171'CREEK, AT A POINT WHERE POWER LINE CROSSES ROAD, 38 FEET WEST OF
 EB0171'CENTER LINE OF ROAD, 8 1/2 FEET WEST OF TELEPHONE POLE 4780, 2.5
 EB0171'FEET WEST OF SOUTHWEST CORNER OF A FENCE SURROUNDING POWER POLE,
 EB0171'1.5 FEET NORTHEAST OF A CREOSOTE WITNESS POST, ABOUT LEVEL WITH
 EB0171'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 EB0171'ABOVE GROUND.
 EB0171
 EB0171                          STATION RECOVERY (1979)
 EB0171
 EB0171'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0171'0.15 MILE WEST ALONG SR 1435 FROM THE NAVASSA POST OFFICE, THENCE
 EB0171'SOUTHWEST ALONG SR 1435 FOR 1.0 MILE TO BRIDGE OVER STURGEON CREEK,
 EB0171'THENCE CONTINUE SOUTHWEST 0.1 MILE ON RIGHT ACROSS FROM PIER 20
 EB0171'SEAFOOD RESTAURANT AND 0.55 MILE NORTHEAST ALONG SR 1435 FROM
 EB0171'SR 1472 (OLD U.S. 74, 76 HIGHWAY) AT WOODBURN, 37.4 FEET NORTHWEST
 EB0171'OF CENTERLINE OF ROAD, 82.0 FEET NORTHEAST OF POWER POLE WITH
 EB0171'REFERENCE TAG, 9.9 FEET WEST OF TELEPHONE POLE PEDESTAL, 8.0
 EB0171'FEET WEST OF POWER POLE WITH REFERENCE TAG, 37.4 FEET NORTH OF
 EB0171'SOUTH CORNER FENCE POST, 28.6 FEET SOUTHWEST OF NORTH CORNER
 EB0171'FENCE POST AND 30.0 FEET SOUTHWEST OF POWER POLE WITH REFERENCE
 EB0171'TAG.
 EB0171'THE MARK IS 0.7 FT  NE FROM A WITNESS POST.
 EB0171'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0576 ***********************************************************************
 FX0576  DESIGNATION -  A 177
 FX0576  PID         -  FX0576
 FX0576  STATE/COUNTY-  NC/CURRITUCK
 FX0576  USGS QUAD   -  CURRITUCK (1982)
 FX0576
 FX0576                         *CURRENT SURVEY CONTROL
 FX0576  ___________________________________________________________________
 FX0576* NAD 83(1986)-  36 26 05.     (N)    076 06 00.     (W)     SCALED    
 FX0576* NAVD 88     -         2.401  (meters)       7.88   (feet)  ADJUSTED  
 FX0576  ___________________________________________________________________
 FX0576  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 FX0576  DYNAMIC HT  -           2.399 (meters)       7.87  (feet)  COMP
 FX0576  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 FX0576
 FX0576  VERT ORDER  -  FIRST     CLASS I
 FX0576
 FX0576.The horizontal coordinates were scaled from a topographic map and have
 FX0576.an estimated accuracy of +/- 6 seconds.
 FX0576
 FX0576.The orthometric height was determined by differential leveling
 FX0576.and adjusted in June 1991.
 FX0576
 FX0576.The geoid height was determined by GEOID03.
 FX0576
 FX0576.The dynamic height is computed by dividing the NAVD 88
 FX0576.geopotential number by the normal gravity value computed on the
 FX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0576.degrees latitude (g = 980.6199 gals.).
 FX0576
 FX0576.The modeled gravity was interpolated from observed gravity values.
 FX0576
 FX0576;                    North         East    Units  Estimated Accuracy
 FX0576;SPC NC       -   301,640.      869,620.      MT  (+/- 180 meters Scaled)
 FX0576
 FX0576                          SUPERSEDED SURVEY CONTROL
 FX0576
 FX0576  NGVD 29 (??/??/92)    2.675  (m)            8.78   (f) ADJ UNCH    1 1
 FX0576
 FX0576.Superseded values are not recommended for survey control.
 FX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0576.See file dsdata.txt to determine how the superseded data were derived.
 FX0576
 FX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF014327(NAD 83)
 FX0576_MARKER: DB = BENCH MARK DISK
 FX0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0576_SP_SET: CONCRETE RAILROAD BRIDGE
 FX0576_STAMPING: A 177 1963
 FX0576_MARK LOGO: CGS   
 FX0576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0576+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 FX0576
 FX0576  HISTORY     - Date     Condition        Report By
 FX0576  HISTORY     - 1963     MONUMENTED       CGS
 FX0576  HISTORY     - 1978     GOOD             USE
 FX0576  HISTORY     - 20041214 GOOD             NCGS
 FX0576
 FX0576                          STATION DESCRIPTION
 FX0576
 FX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0576'9 MI NE FROM CAMDEN.
 FX0576'ABOUT 8.95 MILES NORTHEAST AND NORTH ALONG THE NORFOLK SOUTHERN
 FX0576'RAILWAY FROM THE STATION AT CAMDEN, 0.1 MILE NORTH OF MILEPOST
 FX0576'32, 384 FEET SOUTH OF CENTER OF CROSSING OF COUNTY ROAD 1210,
 FX0576'SET ON TOP OF NORTH ABUTMENT FOR A 10-FOOT MASONRY BRIDGE, 2.5
 FX0576'FEET EAST OF EAST RAIL, 2.5 WEST OF EAST EDGE OF ABUTMENT, AND
 FX0576'2 FEET BELOW LEVEL OF TRACK.  NOTE-- MARK MAY ALSO BE REACHED BY
 FX0576'GOING 6.35 MILES SOUTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 FX0576'FROM THE CROSSING OF COUNTY ROAD 1228 AT MOYOCK, THENCE 1.0 MILE
 FX0576'SOUTH ALONG COUNTY ROAD 1202, THENCE 0.8 MILE SOUTHEAST ALONG
 FX0576'COUNTY ROAD 1210.
 FX0576
 FX0576                          STATION RECOVERY (1978)
 FX0576
 FX0576'RECOVERY NOTE BY US ENGINEERS 1978
 FX0576'RECOVERED IN GOOD CONDITION.
 FX0576
 FX0576                          STATION RECOVERY (2004)
 FX0576
 FX0576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX0576'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NEW LATITUDE
 FX0576'(36-26-06) AND LONGITUDE (076-05-57) OBTAINED WITH HAND HELD MAPPING
 FX0576'GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0256 ***********************************************************************
 EY0256  DESIGNATION -  A 178
 EY0256  PID         -  EY0256
 EY0256  STATE/COUNTY-  NC/WASHINGTON
 EY0256  USGS QUAD   -  WESTOVER (1978)
 EY0256
 EY0256                         *CURRENT SURVEY CONTROL
 EY0256  ___________________________________________________________________
 EY0256* NAD 83(1986)-  35 55 09.     (N)    076 37 45.     (W)     SCALED    
 EY0256* NAVD 88     -         2.661  (meters)       8.73   (feet)  ADJUSTED  
 EY0256  ___________________________________________________________________
 EY0256  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 EY0256  DYNAMIC HT  -           2.659 (meters)       8.72  (feet)  COMP
 EY0256  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 EY0256
 EY0256  VERT ORDER  -  FIRST     CLASS I
 EY0256
 EY0256.The horizontal coordinates were scaled from a topographic map and have
 EY0256.an estimated accuracy of +/- 6 seconds.
 EY0256
 EY0256.The orthometric height was determined by differential leveling
 EY0256.and adjusted in June 1991.
 EY0256
 EY0256.The geoid height was determined by GEOID03.
 EY0256
 EY0256.The dynamic height is computed by dividing the NAVD 88
 EY0256.geopotential number by the normal gravity value computed on the
 EY0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0256.degrees latitude (g = 980.6199 gals.).
 EY0256
 EY0256.The modeled gravity was interpolated from observed gravity values.
 EY0256
 EY0256;                    North         East    Units  Estimated Accuracy
 EY0256;SPC NC       -   243,190.      823,550.      MT  (+/- 180 meters Scaled)
 EY0256
 EY0256                          SUPERSEDED SURVEY CONTROL
 EY0256
 EY0256  NGVD 29 (??/??/92)    2.998  (m)            9.84   (f) ADJ UNCH    1 1
 EY0256
 EY0256.Superseded values are not recommended for survey control.
 EY0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0256.See file dsdata.txt to determine how the superseded data were derived.
 EY0256
 EY0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE530762(NAD 83)
 EY0256_MARKER: DB = BENCH MARK DISK
 EY0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY0256_SP_SET: 48 FEET
 EY0256_STAMPING: A 178 1963
 EY0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0256
 EY0256  HISTORY     - Date     Condition        Report By
 EY0256  HISTORY     - 1963     MONUMENTED       CGS
 EY0256  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 EY0256
 EY0256                          STATION DESCRIPTION
 EY0256
 EY0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0256'1.4 MI SW FROM MACKEYS.
 EY0256'ABOUT 1.4 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0256'THE STATION AT MACKEYS, 88 FEET SOUTHEAST OF CENTER OF COUNTY
 EY0256'ROAD 1301 CROSSING, 61 FEET NORTHWEST OF NORTHWEST CORNER OF
 EY0256'A CHURCH, 33 FEET EAST OF CENTER LINE OF ROAD 1301, 84.5 FEET
 EY0256'SOUTH OF SOUTH RAIL, 13.5 FEET SOUTH OF POWER POLE (R.M.3), 1
 EY0256'FOOT BELOW LEVEL OF ROAD, AND IS A DISK ON A COPPER COATED STEEL ROD
 EY0256'PROJECTING 0.3 FOOT AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS
 EY0256'0.4 FOOT.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
 EY0256
 EY0256                          STATION RECOVERY (1985)
 EY0256
 EY0256'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0256'FOUND THE TILE BUT ROD WAS NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0703 ***********************************************************************
 FB0703  DESIGNATION -  A 179
 FB0703  PID         -  FB0703
 FB0703  STATE/COUNTY-  NC/MADISON
 FB0703  USGS QUAD   -  PAINT ROCK (1991)
 FB0703
 FB0703                         *CURRENT SURVEY CONTROL
 FB0703  ___________________________________________________________________
 FB0703* NAD 83(1986)-  35 55 54.     (N)    082 53 18.     (W)     SCALED    
 FB0703* NAVD 88     -       385.626  (meters)    1265.17   (feet)  ADJUSTED  
 FB0703  ___________________________________________________________________
 FB0703  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB0703  DYNAMIC HT  -         385.250 (meters)    1263.94  (feet)  COMP
 FB0703  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 FB0703
 FB0703  VERT ORDER  -  FIRST     CLASS I
 FB0703
 FB0703.The horizontal coordinates were scaled from a topographic map and have
 FB0703.an estimated accuracy of +/- 6 seconds.
 FB0703
 FB0703.The orthometric height was determined by differential leveling
 FB0703.and adjusted in June 1991.
 FB0703
 FB0703.The geoid height was determined by GEOID03.
 FB0703
 FB0703.The dynamic height is computed by dividing the NAVD 88
 FB0703.geopotential number by the normal gravity value computed on the
 FB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0703.degrees latitude (g = 980.6199 gals.).
 FB0703
 FB0703.The modeled gravity was interpolated from observed gravity values.
 FB0703
 FB0703;                    North         East    Units  Estimated Accuracy
 FB0703;SPC NC       -   248,890.      258,820.      MT  (+/- 180 meters Scaled)
 FB0703
 FB0703                          SUPERSEDED SURVEY CONTROL
 FB0703
 FB0703  NGVD 29 (??/??/92)  385.772  (m)         1265.65   (f) ADJ UNCH    1 1
 FB0703
 FB0703.Superseded values are not recommended for survey control.
 FB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0703.See file dsdata.txt to determine how the superseded data were derived.
 FB0703
 FB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV296780(NAD 83)
 FB0703_MARKER: DB = BENCH MARK DISK
 FB0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0703_SP_SET: ABUTMENT
 FB0703_STAMPING: A 179 1967
 FB0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0703
 FB0703  HISTORY     - Date     Condition        Report By
 FB0703  HISTORY     - 1967     MONUMENTED       CGS
 FB0703
 FB0703                          STATION DESCRIPTION
 FB0703
 FB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0703'AT PAINT ROCK.
 FB0703'AT PAINT ROCK, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD,
 FB0703'0.25 MILE NORTHWEST OF MILEPOST 184, SET IN THE TOP OF THE SOUTHWEST
 FB0703'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE
 FB0703'OVER GRASS CREEK, 3 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 FB0703'OF THE TRACK, 63 FEET SOUTHEAST AND ACROSS THE BRIDGE FROM BENCH
 FB0703'MARK RV 664 (S. RY.), AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 FB0703'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0780 ***********************************************************************
 FB0780  DESIGNATION -  A 180
 FB0780  PID         -  FB0780
 FB0780  STATE/COUNTY-  NC/BUNCOMBE
 FB0780  USGS QUAD   -  WEAVERVILLE (1983)
 FB0780
 FB0780                         *CURRENT SURVEY CONTROL
 FB0780  ___________________________________________________________________
 FB0780* NAD 83(1986)-  35 39 16.     (N)    082 36 11.     (W)     SCALED    
 FB0780* NAVD 88     -       583.204  (meters)    1913.40   (feet)  ADJUSTED  
 FB0780  ___________________________________________________________________
 FB0780  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FB0780  DYNAMIC HT  -         582.616 (meters)    1911.47  (feet)  COMP
 FB0780  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 FB0780
 FB0780  VERT ORDER  -  FIRST     CLASS I
 FB0780
 FB0780.The horizontal coordinates were scaled from a topographic map and have
 FB0780.an estimated accuracy of +/- 6 seconds.
 FB0780
 FB0780.The orthometric height was determined by differential leveling
 FB0780.and adjusted in June 1991.
 FB0780
 FB0780.The geoid height was determined by GEOID03.
 FB0780
 FB0780.The dynamic height is computed by dividing the NAVD 88
 FB0780.geopotential number by the normal gravity value computed on the
 FB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0780.degrees latitude (g = 980.6199 gals.).
 FB0780
 FB0780.The modeled gravity was interpolated from observed gravity values.
 FB0780
 FB0780;                    North         East    Units  Estimated Accuracy
 FB0780;SPC NC       -   217,180.      283,430.      MT  (+/- 180 meters Scaled)
 FB0780
 FB0780                          SUPERSEDED SURVEY CONTROL
 FB0780
 FB0780  NGVD 29 (??/??/92)  583.299  (m)         1913.71   (f) ADJ UNCH    1 1
 FB0780
 FB0780.Superseded values are not recommended for survey control.
 FB0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0780.See file dsdata.txt to determine how the superseded data were derived.
 FB0780
 FB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV548468(NAD 83)
 FB0780_MARKER: DB = BENCH MARK DISK
 FB0780_SETTING: 66 = SET IN ROCK OUTCROP
 FB0780_SP_SET: ROCK OUTCROP
 FB0780_STAMPING: A 180 1967
 FB0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0780+STABILITY: POSITION/ELEVATION WELL
 FB0780
 FB0780  HISTORY     - Date     Condition        Report By
 FB0780  HISTORY     - 1967     MONUMENTED       CGS
 FB0780
 FB0780                          STATION DESCRIPTION
 FB0780
 FB0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0780'2 MI N FROM CRAGGY.
 FB0780'ABOUT 1.95 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0780'FROM THE WEST END OF COUNTY ROAD BRIDGE 1002 OVER THE RAILROAD
 FB0780'AND THE FRENCH BROAD RIVER AT CRAGGY, 19 RAILS SOUTHEAST OF
 FB0780'MILEPOST 148, SET IN THE TOP OF THE SOUTHEAST POINT OF
 FB0780'A SLANTING ROCK OUTCROP, 10 1/2 FEET WEST OF THE WEST RAIL OF THE
 FB0780'TRACK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0096 ***********************************************************************
 FB0096  DESIGNATION -  A 181
 FB0096  PID         -  FB0096
 FB0096  STATE/COUNTY-  NC/MCDOWELL
 FB0096  USGS QUAD   -  MARION WEST (1994)
 FB0096
 FB0096                         *CURRENT SURVEY CONTROL
 FB0096  ___________________________________________________________________
 FB0096* NAD 83(1986)-  35 40 18.     (N)    082 01 24.     (W)     SCALED    
 FB0096* NAVD 88     -       432.135  (meters)    1417.76   (feet)  ADJUSTED  
 FB0096  ___________________________________________________________________
 FB0096  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FB0096  DYNAMIC HT  -         431.702 (meters)    1416.34  (feet)  COMP
 FB0096  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 FB0096
 FB0096  VERT ORDER  -  FIRST     CLASS I
 FB0096
 FB0096.The horizontal coordinates were scaled from a topographic map and have
 FB0096.an estimated accuracy of +/- 6 seconds.
 FB0096
 FB0096.The orthometric height was determined by differential leveling
 FB0096.and adjusted in June 1991.
 FB0096
 FB0096.The geoid height was determined by GEOID03.
 FB0096
 FB0096.The dynamic height is computed by dividing the NAVD 88
 FB0096.geopotential number by the normal gravity value computed on the
 FB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0096.degrees latitude (g = 980.6199 gals.).
 FB0096
 FB0096.The modeled gravity was interpolated from observed gravity values.
 FB0096
 FB0096;                    North         East    Units  Estimated Accuracy
 FB0096;SPC NC       -   217,340.      335,950.      MT  (+/- 180 meters Scaled)
 FB0096
 FB0096                          SUPERSEDED SURVEY CONTROL
 FB0096
 FB0096  NGVD 29 (??/??/92)  432.241  (m)         1418.11   (f) ADJ UNCH    1 1
 FB0096
 FB0096.Superseded values are not recommended for survey control.
 FB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0096.See file dsdata.txt to determine how the superseded data were derived.
 FB0096
 FB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV073480(NAD 83)
 FB0096_MARKER: DB = BENCH MARK DISK
 FB0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB0096_STAMPING: A 181 1967
 FB0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0096
 FB0096  HISTORY     - Date     Condition        Report By
 FB0096  HISTORY     - 1967     MONUMENTED       CGS
 FB0096
 FB0096                          STATION DESCRIPTION
 FB0096
 FB0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0096'1 MI SW FROM MARION.
 FB0096'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0096'RAILROAD FROM THE STATION AT MARION, NEAR THE CENTER OF A CUT FOR
 FB0096'THE RAILROAD, 0.1 MILE SOUTHWEST OF THE SOUTHWEST END OF A
 FB0096'SIDETRACK, 0.1 MILE SOUTHWEST OF SEMAPHORE NUMBER S 100.6, 20
 FB0096'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 5 FEET
 FB0096'SOUTHWEST OF THE CENTERLINE OF A FOOTPATH, 1.0 FOOT SOUTHEAST
 FB0096'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FB0096'TRACK, AND ON THE TOP OF A 4-FOOT LENGTH OF 2-INCH IRON PIPE
 FB0096'WHICH IS IMBEDED IN ABOUT 18 INCHES OF CONCRETE, AND ABOUT
 FB0096'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0059 ***********************************************************************
 FA0059  DESIGNATION -  A 182
 FA0059  PID         -  FA0059
 FA0059  STATE/COUNTY-  NC/DAVIDSON
 FA0059  USGS QUAD   -  LEXINGTON EAST (1994)
 FA0059
 FA0059                         *CURRENT SURVEY CONTROL
 FA0059  ___________________________________________________________________
 FA0059* NAD 83(1986)-  35 50 36.     (N)    080 11 33.     (W)     SCALED    
 FA0059* NAVD 88     -       203.522  (meters)     667.72   (feet)  ADJUSTED  
 FA0059  ___________________________________________________________________
 FA0059  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FA0059  DYNAMIC HT  -         203.343 (meters)     667.13  (feet)  COMP
 FA0059  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FA0059
 FA0059  VERT ORDER  -  FIRST     CLASS I
 FA0059
 FA0059.The horizontal coordinates were scaled from a topographic map and have
 FA0059.an estimated accuracy of +/- 6 seconds.
 FA0059
 FA0059.The orthometric height was determined by differential leveling
 FA0059.and adjusted in June 1991.
 FA0059
 FA0059.The geoid height was determined by GEOID03.
 FA0059
 FA0059.The dynamic height is computed by dividing the NAVD 88
 FA0059.geopotential number by the normal gravity value computed on the
 FA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0059.degrees latitude (g = 980.6199 gals.).
 FA0059
 FA0059.The modeled gravity was interpolated from observed gravity values.
 FA0059
 FA0059;                    North         East    Units  Estimated Accuracy
 FA0059;SPC NC       -   232,870.      501,880.      MT  (+/- 180 meters Scaled)
 FA0059
 FA0059                          SUPERSEDED SURVEY CONTROL
 FA0059
 FA0059  NGVD 29 (??/??/92)  203.743  (m)          668.45   (f) ADJ UNCH    1 1
 FA0059
 FA0059.Superseded values are not recommended for survey control.
 FA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0059.See file dsdata.txt to determine how the superseded data were derived.
 FA0059
 FA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV729668(NAD 83)
 FA0059_MARKER: DB = BENCH MARK DISK
 FA0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0059_SP_SET: BRIDGE
 FA0059_STAMPING: A 182 1967
 FA0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0059
 FA0059  HISTORY     - Date     Condition        Report By
 FA0059  HISTORY     - 1967     MONUMENTED       CGS
 FA0059
 FA0059                          STATION DESCRIPTION
 FA0059
 FA0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0059'3.8 MI NE FROM LEXINGTON.
 FA0059'ABOUT 3.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0059'RAILROAD FROM THE STATION AT LEXINGTON, 77 YARDS EAST OF THE
 FA0059'CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 65 YARDS WEST
 FA0059'OF MILEPOST 313, 6 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 FA0059'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE RETAINING
 FA0059'WALL OF A CONCRETE RAILROAD BRIDGE OVER RICH FORK CREEK, AND
 FA0059'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1054 ***********************************************************************
 FA1054  DESIGNATION -  A 183
 FA1054  PID         -  FA1054
 FA1054  STATE/COUNTY-  NC/MCDOWELL
 FA1054  USGS QUAD   -  MARION EAST (1994)
 FA1054
 FA1054                         *CURRENT SURVEY CONTROL
 FA1054  ___________________________________________________________________
 FA1054* NAD 83(1986)-  35 40 51.     (N)    081 59 31.     (W)     SCALED    
 FA1054* NAVD 88     -       422.068  (meters)    1384.73   (feet)  ADJUSTED  
 FA1054  ___________________________________________________________________
 FA1054  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FA1054  DYNAMIC HT  -         421.645 (meters)    1383.35  (feet)  COMP
 FA1054  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 FA1054
 FA1054  VERT ORDER  -  FIRST     CLASS I
 FA1054
 FA1054.The horizontal coordinates were scaled from a topographic map and have
 FA1054.an estimated accuracy of +/- 6 seconds.
 FA1054
 FA1054.The orthometric height was determined by differential leveling
 FA1054.and adjusted in June 1991.
 FA1054
 FA1054.The geoid height was determined by GEOID03.
 FA1054
 FA1054.The dynamic height is computed by dividing the NAVD 88
 FA1054.geopotential number by the normal gravity value computed on the
 FA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1054.degrees latitude (g = 980.6199 gals.).
 FA1054
 FA1054.The modeled gravity was interpolated from observed gravity values.
 FA1054
 FA1054;                    North         East    Units  Estimated Accuracy
 FA1054;SPC NC       -   218,270.      338,820.      MT  (+/- 180 meters Scaled)
 FA1054
 FA1054                          SUPERSEDED SURVEY CONTROL
 FA1054
 FA1054  NGVD 29 (??/??/92)  422.177  (m)         1385.09   (f) ADJ UNCH    1 1
 FA1054
 FA1054.Superseded values are not recommended for survey control.
 FA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1054.See file dsdata.txt to determine how the superseded data were derived.
 FA1054
 FA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV102490(NAD 83)
 FA1054_MARKER: DB = BENCH MARK DISK
 FA1054_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FA1054+WITH SETTING: PAVEMENT
 FA1054_SP_SET: CONCRETE LANDING
 FA1054_STAMPING: A 183 1967
 FA1054_MARK LOGO: NGS   
 FA1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1054+STABILITY: SURFACE MOTION
 FA1054
 FA1054  HISTORY     - Date     Condition        Report By
 FA1054  HISTORY     - 1967     MONUMENTED       CGS
 FA1054  HISTORY     - 19890112 GOOD             NCGS
 FA1054
 FA1054                          STATION DESCRIPTION
 FA1054
 FA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA1054'1.8 MI E FROM MARION.
 FA1054'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA1054'RAILROAD FROM THE STATION AT MARION, THENCE 0.7 MILE SOUTH ALONG
 FA1054'BALDWIN AVENUE, AT THE MARION MANUFACTURING COMPANY, 102 YARDS
 FA1054'NORTH OF A GUARD HOUSE, 19 FEET WEST OF THE CENTERLINE OF BALDWIN
 FA1054'AVENUE, 30 FEET EAST OF THE SOUTHEAST CORNER OF A CAFETERIA,
 FA1054'SET IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE LANDING
 FA1054'AT THE FOOT OF THE STAIRWAY WHICH LEADS TO THE CAFETERIA, 106
 FA1054'FEET NORTH OF THE EXTENDED CENTERLINE OF 2ND STREET, 0.6 FOOT
 FA1054'NORTHWEST OF A METAL CORNER POST FOR A CHAIN LINK FENCE, AND ABOUT
 FA1054'1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 FA1054
 FA1054                          STATION RECOVERY (1989)
 FA1054
 FA1054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FA1054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0999 ***********************************************************************
 FA0999  DESIGNATION -  A 184
 FA0999  PID         -  FA0999
 FA0999  STATE/COUNTY-  NC/BURKE
 FA0999  USGS QUAD   -  MORGANTON NORTH (1993)
 FA0999
 FA0999                         *CURRENT SURVEY CONTROL
 FA0999  ___________________________________________________________________
 FA0999* NAD 83(1986)-  35 45 12.     (N)    081 39 25.     (W)     SCALED    
 FA0999* NAVD 88     -       323.606  (meters)    1061.70   (feet)  ADJUSTED  
 FA0999  ___________________________________________________________________
 FA0999  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA0999  DYNAMIC HT  -         323.291 (meters)    1060.66  (feet)  COMP
 FA0999  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 FA0999
 FA0999  VERT ORDER  -  FIRST     CLASS I
 FA0999
 FA0999.The horizontal coordinates were scaled from a topographic map and have
 FA0999.an estimated accuracy of +/- 6 seconds.
 FA0999
 FA0999.The orthometric height was determined by differential leveling
 FA0999.and adjusted in June 1991.
 FA0999
 FA0999.The geoid height was determined by GEOID03.
 FA0999
 FA0999.The dynamic height is computed by dividing the NAVD 88
 FA0999.geopotential number by the normal gravity value computed on the
 FA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0999.degrees latitude (g = 980.6199 gals.).
 FA0999
 FA0999.The modeled gravity was interpolated from observed gravity values.
 FA0999
 FA0999;                    North         East    Units  Estimated Accuracy
 FA0999;SPC NC       -   225,450.      369,350.      MT  (+/- 180 meters Scaled)
 FA0999
 FA0999                          SUPERSEDED SURVEY CONTROL
 FA0999
 FA0999  NGVD 29 (??/??/92)  323.750  (m)         1062.17   (f) ADJ UNCH    1 1
 FA0999
 FA0999.Superseded values are not recommended for survey control.
 FA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0999.See file dsdata.txt to determine how the superseded data were derived.
 FA0999
 FA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV406567(NAD 83)
 FA0999_MARKER: DB = BENCH MARK DISK
 FA0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0999_SP_SET: ABUTMENT
 FA0999_STAMPING: A 184 1967
 FA0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0999
 FA0999  HISTORY     - Date     Condition        Report By
 FA0999  HISTORY     - 1967     MONUMENTED       CGS
 FA0999
 FA0999                          STATION DESCRIPTION
 FA0999
 FA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0999'1.6 MI NE FROM MORGANTON.
 FA0999'ABOUT 1.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0999'RAILROAD FROM THE STATION AT MORGANTON, 4 FEET SOUTHEAST OF THE
 FA0999'SOUTHEAST RAIL OF THE TRACK, SET IN THE TOP OF THE SOUTHEAST END
 FA0999'OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR
 FA0999'U.S. HIGHWAYS 64 AND 70, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 FA0999'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0659 ***********************************************************************
 FA0659  DESIGNATION -  A 185
 FA0659  PID         -  FA0659
 FA0659  STATE/COUNTY-  NC/CATAWBA
 FA0659  USGS QUAD   -  NEWTON (1993)
 FA0659
 FA0659                         *CURRENT SURVEY CONTROL
 FA0659  ___________________________________________________________________
 FA0659* NAD 83(1986)-  35 41 51.     (N)    081 11 09.     (W)     SCALED    
 FA0659* NAVD 88     -       305.730  (meters)    1003.05   (feet)  ADJUSTED  
 FA0659  ___________________________________________________________________
 FA0659  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FA0659  DYNAMIC HT  -         305.444 (meters)    1002.11  (feet)  COMP
 FA0659  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 FA0659
 FA0659  VERT ORDER  -  FIRST     CLASS I
 FA0659
 FA0659.The horizontal coordinates were scaled from a topographic map and have
 FA0659.an estimated accuracy of +/- 6 seconds.
 FA0659
 FA0659.The orthometric height was determined by differential leveling
 FA0659.and adjusted in June 1991.
 FA0659
 FA0659.The geoid height was determined by GEOID03.
 FA0659
 FA0659.The dynamic height is computed by dividing the NAVD 88
 FA0659.geopotential number by the normal gravity value computed on the
 FA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0659.degrees latitude (g = 980.6199 gals.).
 FA0659
 FA0659.The modeled gravity was interpolated from observed gravity values.
 FA0659
 FA0659;                    North         East    Units  Estimated Accuracy
 FA0659;SPC NC       -   218,220.      411,800.      MT  (+/- 180 meters Scaled)
 FA0659
 FA0659                          SUPERSEDED SURVEY CONTROL
 FA0659
 FA0659  NGVD 29 (??/??/92)  305.938  (m)         1003.73   (f) ADJ UNCH    1 1
 FA0659
 FA0659.Superseded values are not recommended for survey control.
 FA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0659.See file dsdata.txt to determine how the superseded data were derived.
 FA0659
 FA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV831504(NAD 83)
 FA0659_MARKER: DB = BENCH MARK DISK
 FA0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0659_STAMPING: A 185 1967
 FA0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0659+STABILITY: SURFACE MOTION
 FA0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0659+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 FA0659
 FA0659  HISTORY     - Date     Condition        Report By
 FA0659  HISTORY     - 1967     MONUMENTED       CGS
 FA0659  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 FA0659  HISTORY     - 20050722 GOOD             USPSQD
 FA0659
 FA0659                          STATION DESCRIPTION
 FA0659
 FA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0659'2.6 MI NE FROM NEWTON.
 FA0659'ABOUT 2.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0659'RAILROAD FROM THE STATION AT NEWTON, OR ABOUT 2.45 MILES SOUTHWEST
 FA0659'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FA0659'CLAREMONT, 139 FEET NORTHWEST OF MILEPOST 45, 150 FEET NORTHWEST
 FA0659'OF THE NORTHWEST RAIL OF THE TRACK, 107 YARDS SOUTH-SOUTHEAST OF
 FA0659'THE SOUTH CORNER OF THE RAY HAMLET COMPANY INCORPORATED WAREHOUSE,
 FA0659'157 FEET SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD WHICH LEADS
 FA0659'TO THE WAREHOUSE, 34 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 FA0659'ROAD, 10 FEET SOUTHEAST OF A POWER POLE WHICH IS BRACED BY TWO
 FA0659'GUY WIRES, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 FA0659'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 FA0659'POST WHICH PROJECTS 4 INCHES.
 FA0659
 FA0659                          STATION RECOVERY (2002)
 FA0659
 FA0659'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA0659'MARK NOT FOUND.
 FA0659
 FA0659                          STATION RECOVERY (2005)
 FA0659
 FA0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0556 ***********************************************************************
 FA0556  DESIGNATION -  A 186
 FA0556  PID         -  FA0556
 FA0556  STATE/COUNTY-  NC/ROWAN
 FA0556  USGS QUAD   -  CLEVELAND (1988)
 FA0556
 FA0556                         *CURRENT SURVEY CONTROL
 FA0556  ___________________________________________________________________
 FA0556* NAD 83(2001)-  35 44 51.72897(N)    080 43 49.64623(W)     ADJUSTED  
 FA0556* NAVD 88     -       252.262  (meters)     827.63   (feet)  ADJUSTED  
 FA0556  ___________________________________________________________________
 FA0556  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 FA0556  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA0556  DYNAMIC HT  -         252.036 (meters)     826.89  (feet)  COMP
 FA0556  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 FA0556
 FA0556  HORZ ORDER  -  SECOND
 FA0556  VERT ORDER  -  FIRST     CLASS I
 FA0556
 FA0556.The horizontal coordinates were established by classical geodetic methods
 FA0556.and adjusted by the National Geodetic Survey in August 2005.
 FA0556
 FA0556.The orthometric height was determined by differential leveling
 FA0556.and adjusted in June 1991.
 FA0556
 FA0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0556
 FA0556.The geoid height was determined by GEOID03.
 FA0556
 FA0556.The dynamic height is computed by dividing the NAVD 88
 FA0556.geopotential number by the normal gravity value computed on the
 FA0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0556.degrees latitude (g = 980.6199 gals.).
 FA0556
 FA0556.The modeled gravity was interpolated from observed gravity values.
 FA0556
 FA0556;                    North         East     Units Scale Factor Converg.
 FA0556;SPC NC       -   222,972.575   453,103.374   MT  0.99990996   -0 59 55.6
 FA0556;SPC NC       -   731,535.86  1,486,556.65   sFT  0.99990996   -0 59 55.6
 FA0556;UTM  17      - 3,955,999.051   524,370.416   MT  0.99960732   +0 09 26.9
 FA0556
 FA0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0556!SPC NC       -   0.99996539  x   0.99990996  =   0.99987536
 FA0556!UTM  17      -   0.99996539  x   0.99960732  =   0.99957273
 FA0556
 FA0556                          SUPERSEDED SURVEY CONTROL
 FA0556
 FA0556  NAD 83(1986)-  35 44 51.73898(N)    080 43 49.65239(W) AD(       ) 2
 FA0556  NGVD 29 (??/??/92)  252.475  (m)          828.33   (f) ADJ UNCH    1 1
 FA0556
 FA0556.Superseded values are not recommended for survey control.
 FA0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0556.See file dsdata.txt to determine how the superseded data were derived.
 FA0556
 FA0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2437055999(NAD 83)
 FA0556_MARKER: DB = BENCH MARK DISK
 FA0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0556_STAMPING: A 186 1967
 FA0556_MARK LOGO: CGS   
 FA0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0556+STABILITY: SURFACE MOTION
 FA0556
 FA0556  HISTORY     - Date     Condition        Report By
 FA0556  HISTORY     - 1967     MONUMENTED       CGS
 FA0556  HISTORY     - 19820101 GOOD             NCGS
 FA0556
 FA0556                          STATION DESCRIPTION
 FA0556
 FA0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0556'3.3 MI W FROM CLEVELAND.
 FA0556'ABOUT 0.1 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 FA0556'AT CLEVELAND, THENCE 3.2 MILES WEST ALONG THE SOUTHERN RAILWAY
 FA0556'COMPANY RAILROAD, 0.35 MILE EAST OF MILEPOST 17, 0.4 MILE WEST OF
 FA0556'A RAILROAD UNDERPASS FOR SECONDARY ROAD 1973, 109 FEET SOUTH
 FA0556'OF THE SOUTH RAIL OF THE TRACK, 95 FEET NORTH OF THE CENTERLINE
 FA0556'OF U.S. HIGHWAY 70, 51 FEET NORTHEAST OF A POWER POLE WHICH BEARS
 FA0556'A TRANSFORMER, 14 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD,
 FA0556'10 FEET SOUTH OF A POWER POLE THAT IS BRACED BY 3 GUY WIRES,
 FA0556'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE
 FA0556'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 FA0556'PROJECTS 6 INCHES.
 FA0556
 FA0556                          STATION RECOVERY (1982)
 FA0556
 FA0556'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 FA0556'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-NORTHWEST OF CLEVELAND
 FA0556'AND 9.3 MI (15.0 KM) EAST-SOUTHEAST OF STATESVILLE.  ALONG US 70 FOR
 FA0556'0.85 MI (1.37 KM) EAST FROM THE ROWAN-IREDELL COUNTY LINE, OR 0.45 MI
 FA0556'(0.72 KM) WEST FROM SR 1975, BETWEEN THE HIGHWAY AND THE RAILROAD ON
 FA0556'THE WEST SIDE OF A FIELD ROAD. MARK PROJECTS 4 INCHES ABOVE GROUND.
 FA0556'LOCATED 90.2 FT (27.5 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.6
 FA0556'FT (4.5 M) WEST OF THE CENTERLINE OF A FIELD ROAD, 109.5 FT (33.4 M)
 FA0556'SOUTH OF THE SOUTH RAIL OF TRACKS--AND 10.2 FT (3.1 M) SOUTH OF A
 FA0556'POWER POLE, 50.4 FT (15.4 M) NORTHEAST OF A POWER POLE (189)--BOTH
 FA0556'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1243 ***********************************************************************
 FY1243  DESIGNATION -  A 187
 FY1243  PID         -  FY1243
 FY1243  STATE/COUNTY-  NC/GUILFORD
 FY1243  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1243
 FY1243                         *CURRENT SURVEY CONTROL
 FY1243  ___________________________________________________________________
 FY1243* NAD 83(1986)-  36 05 07.     (N)    079 43 34.     (W)     SCALED    
 FY1243* NAVD 88     -       243.719  (meters)     799.60   (feet)  ADJUSTED  
 FY1243  ___________________________________________________________________
 FY1243  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FY1243  DYNAMIC HT  -         243.520 (meters)     798.95  (feet)  COMP
 FY1243  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 FY1243
 FY1243  VERT ORDER  -  FIRST     CLASS I
 FY1243
 FY1243.The horizontal coordinates were scaled from a topographic map and have
 FY1243.an estimated accuracy of +/- 6 seconds.
 FY1243
 FY1243.The orthometric height was determined by differential leveling
 FY1243.and adjusted in June 1991.
 FY1243
 FY1243.The geoid height was determined by GEOID03.
 FY1243
 FY1243.The dynamic height is computed by dividing the NAVD 88
 FY1243.geopotential number by the normal gravity value computed on the
 FY1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1243.degrees latitude (g = 980.6199 gals.).
 FY1243
 FY1243.The modeled gravity was interpolated from observed gravity values.
 FY1243
 FY1243;                    North         East    Units  Estimated Accuracy
 FY1243;SPC NC       -   259,300.      544,210.      MT  (+/- 180 meters Scaled)
 FY1243
 FY1243                          SUPERSEDED SURVEY CONTROL
 FY1243
 FY1243  NGVD 29 (??/??/92)  243.958  (m)          800.39   (f) ADJ UNCH    1 1
 FY1243
 FY1243.Superseded values are not recommended for survey control.
 FY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1243.See file dsdata.txt to determine how the superseded data were derived.
 FY1243
 FY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV146941(NAD 83)
 FY1243_MARKER: DB = BENCH MARK DISK
 FY1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1243_STAMPING: A 187 1967
 FY1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1243+STABILITY: SURFACE MOTION
 FY1243
 FY1243  HISTORY     - Date     Condition        Report By
 FY1243  HISTORY     - 1967     MONUMENTED       CGS
 FY1243  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY1243  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 FY1243
 FY1243                          STATION DESCRIPTION
 FY1243
 FY1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1243'3.6 MI E FROM GREENSBORO.
 FY1243'ABOUT 3.6 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1243'FROM THE STATION AT GREENSBORO, OR ABOUT 4.15 MILES WEST ALONG THE
 FY1243'SOUTHERN RAILWAY COMPANY RAILROAD FROM THE CROSSING OF THE
 FY1243'RAILROAD AND COUNTY ROAD 2819 AT MC LEANSVILLE, 0.2 MILE WEST OF
 FY1243'MILEPOST 4, 37 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 FY1243'THE RAILROAD AND WARD ROAD, 26 FEET NORTH OF THE NORTH RAIL OF THE
 FY1243'TRACK, 27 FEET EAST OF THE CENTERLINE OF WARD ROAD, 18.6 FEET
 FY1243'NORTHEAST OF BENCH MARK RV 583 (S.RY.), 1.0 FOOT WEST OF A METAL
 FY1243'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET
 FY1243'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 FY1243
 FY1243                          STATION RECOVERY (1984)
 FY1243
 FY1243'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY1243'MARK NOT FOUND.
 FY1243
 FY1243                          STATION RECOVERY (2004)
 FY1243
 FY1243'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY1243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0957 ***********************************************************************
 FY0957  DESIGNATION -  A 188
 FY0957  PID         -  FY0957
 FY0957  STATE/COUNTY-  NC/ORANGE
 FY0957  USGS QUAD   -  HILLSBOROUGH (1994)
 FY0957
 FY0957                         *CURRENT SURVEY CONTROL
 FY0957  ___________________________________________________________________
 FY0957* NAD 83(1986)-  36 02 19.     (N)    079 02 10.     (W)     SCALED    
 FY0957* NAVD 88     -       144.654  (meters)     474.59   (feet)  ADJUSTED  
 FY0957  ___________________________________________________________________
 FY0957  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FY0957  DYNAMIC HT  -         144.537 (meters)     474.20  (feet)  COMP
 FY0957  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 FY0957
 FY0957  VERT ORDER  -  FIRST     CLASS I
 FY0957
 FY0957.The horizontal coordinates were scaled from a topographic map and have
 FY0957.an estimated accuracy of +/- 6 seconds.
 FY0957
 FY0957.The orthometric height was determined by differential leveling
 FY0957.and adjusted in June 1991.
 FY0957
 FY0957.The geoid height was determined by GEOID03.
 FY0957
 FY0957.The dynamic height is computed by dividing the NAVD 88
 FY0957.geopotential number by the normal gravity value computed on the
 FY0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0957.degrees latitude (g = 980.6199 gals.).
 FY0957
 FY0957.The modeled gravity was interpolated from observed gravity values.
 FY0957
 FY0957;                    North         East    Units  Estimated Accuracy
 FY0957;SPC NC       -   253,890.      606,350.      MT  (+/- 180 meters Scaled)
 FY0957
 FY0957                          SUPERSEDED SURVEY CONTROL
 FY0957
 FY0957  NGVD 29 (??/??/92)  144.890  (m)          475.36   (f) ADJ UNCH    1 1
 FY0957
 FY0957.Superseded values are not recommended for survey control.
 FY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0957.See file dsdata.txt to determine how the superseded data were derived.
 FY0957
 FY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV769900(NAD 83)
 FY0957_MARKER: DB = BENCH MARK DISK
 FY0957_SETTING: 66 = SET IN ROCK OUTCROP
 FY0957_SP_SET: ROCK OUTCROP
 FY0957_STAMPING: A 188 1967
 FY0957_MARK LOGO: CGS   
 FY0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY0957+STABILITY: POSITION/ELEVATION WELL
 FY0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0957+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2008
 FY0957
 FY0957  HISTORY     - Date     Condition        Report By
 FY0957  HISTORY     - 1967     MONUMENTED       CGS
 FY0957  HISTORY     - 1978     GOOD             NCDOT
 FY0957  HISTORY     - 20080727 GOOD             GEOCAC
 FY0957
 FY0957                          STATION DESCRIPTION
 FY0957
 FY0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY0957'5.4 MI SE FROM HILLSBOROUGH.
 FY0957'ABOUT 5.4 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FY0957'RAILROAD FROM THE STATION AT HILLSBOROUGH, 0.2 MILE SOUTHEAST
 FY0957'OF MILEPOST 46, 0.1 MILE NORTHWEST OF A CROSSING OF THE RAILROAD
 FY0957'AND A ROAD AT THE SMALL COMMUNITY OF UNIVERSITY, SET IN THE TOP OF
 FY0957'A ROCK OUTCROP IN THE NORTHWEST BANK OF STONY CREEK, 47 FEET
 FY0957'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3 FEET NORTHWEST
 FY0957'AND ABOVE THE SOUTHEAST FACE OF THE ROCK OUTCROP, AND ABOUT 3
 FY0957'FEET BELOW THE LEVEL OF THE TRACK.
 FY0957
 FY0957                          STATION RECOVERY (1978)
 FY0957
 FY0957'RECOVERY NOTE BY 
NC DOT 1978
 FY0957'RECOVERED IN GOOD CONDITION.
 FY0957
 FY0957                          STATION RECOVERY (2008)
 FY0957
 FY0957'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY0957'RECOVERED IN GOOD CONDITION. TO REACH FROM SR1710 (OLD NC 10), GO
 FY0957'NORTH 0.2 MILE ON SR1712 (UNIVERSITY STATION RD) TO RAILWAY CROSSING
 FY0957'735-191-U (MILE POST 46.28). THEN, NORTHWEST ALONG RAILROAD TRACK TO
 FY0957'CULVERT OVER STONY CREEK. CONTINUE 190 FEET ALONG TRACK FROM C/L OF
 FY0957'CULVERT AND ENTER THE WOODS AT A LARGE BOULDER OUTCROP ON THE RIGHT.
 FY0957'THE MARK IS SIX INCHES NW OF A ONE INCH PIPE WHICH PROJECTS 12 INCHES
 FY0957'ABOVE GROUND.
 FY0957' 
 FY0957'HH2 GPS COORDINATES N36 02 19.7, W079 02 11.3, WITH SATELLITE
 FY0957'RECEPTION POOR DUE TO CANOPY.
 FY0957' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0646 ***********************************************************************
 EZ0646  DESIGNATION -  A 189
 EZ0646  PID         -  EZ0646
 EZ0646  STATE/COUNTY-  NC/WAKE
 EZ0646  USGS QUAD   -  CARY (1993)
 EZ0646
 EZ0646                         *CURRENT SURVEY CONTROL
 EZ0646  ___________________________________________________________________
 EZ0646* NAD 83(1986)-  35 50 43.     (N)    078 50 11.     (W)     SCALED    
 EZ0646* NAVD 88     -       112.738  (meters)     369.87   (feet)  ADJUSTED  
 EZ0646  ___________________________________________________________________
 EZ0646  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 EZ0646  DYNAMIC HT  -         112.643 (meters)     369.56  (feet)  COMP
 EZ0646  MODELED GRAV-     979,794.5   (mgal)                       NAVD 88
 EZ0646
 EZ0646  VERT ORDER  -  FIRST     CLASS I
 EZ0646
 EZ0646.The horizontal coordinates were scaled from a topographic map and have
 EZ0646.an estimated accuracy of +/- 6 seconds.
 EZ0646
 EZ0646.The orthometric height was determined by differential leveling
 EZ0646.and adjusted in June 1991.
 EZ0646
 EZ0646.The geoid height was determined by GEOID03.
 EZ0646
 EZ0646.The dynamic height is computed by dividing the NAVD 88
 EZ0646.geopotential number by the normal gravity value computed on the
 EZ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0646.degrees latitude (g = 980.6199 gals.).
 EZ0646
 EZ0646.The modeled gravity was interpolated from observed gravity values.
 EZ0646
 EZ0646;                    North         East    Units  Estimated Accuracy
 EZ0646;SPC NC       -   232,450.      624,380.      MT  (+/- 180 meters Scaled)
 EZ0646
 EZ0646                          SUPERSEDED SURVEY CONTROL
 EZ0646
 EZ0646  NGVD 29 (??/??/92)  112.991  (m)          370.70   (f) ADJ UNCH    1 1
 EZ0646
 EZ0646.Superseded values are not recommended for survey control.
 EZ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0646.See file dsdata.txt to determine how the superseded data were derived.
 EZ0646
 EZ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV953689(NAD 83)
 EZ0646_MARKER: DB = BENCH MARK DISK
 EZ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0646_STAMPING: A 189 1967
 EZ0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0646+STABILITY: SURFACE MOTION
 EZ0646
 EZ0646  HISTORY     - Date     Condition        Report By
 EZ0646  HISTORY     - 1967     MONUMENTED       CGS
 EZ0646  HISTORY     - 1985     GOOD             USPSQD
 EZ0646  HISTORY     - 1988     GOOD             USPSQD
 EZ0646
 EZ0646                          STATION DESCRIPTION
 EZ0646
 EZ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EZ0646'1.6 MI NW FROM MORRISVILLE.
 EZ0646'ABOUT 1.65 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0646'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 10 RAILS SOUTH
 EZ0646'OF MILEPOST 67, 7 1/2 RAILS SOUTH OF A CROSSING OF THE RAILROAD
 EZ0646'AND SECONDARY ROAD 1635, 31 1/2 FEET EAST OF THE EAST RAIL OF THE
 EZ0646'TRACK, 88 FEET WEST OF THE CENTERLINE OF SECONDARY ROAD 1635,
 EZ0646'11 1/2 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH A ROW
 EZ0646'OF TELEPHONE POLES, 8 RAILS SOUTH OF BENCH MARK KOPPERS (NCGS),
 EZ0646'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 EZ0646'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 EZ0646'PROJECTS 7 INCHES.
 EZ0646
 EZ0646                          STATION RECOVERY (1985)
 EZ0646
 EZ0646'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ0646'RECOVERED IN GOOD CONDITION.
 EZ0646
 EZ0646                          STATION RECOVERY (1988)
 EZ0646
 EZ0646'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0754 ***********************************************************************
 EZ0754  DESIGNATION -  A 190
 EZ0754  PID         -  EZ0754
 EZ0754  STATE/COUNTY-  NC/WAKE
 EZ0754  USGS QUAD   -  GARNER (1993)
 EZ0754
 EZ0754                         *CURRENT SURVEY CONTROL
 EZ0754  ___________________________________________________________________
 EZ0754* NAD 83(1986)-  35 42 23.     (N)    078 36 11.     (W)     SCALED    
 EZ0754* NAVD 88     -       117.277  (meters)     384.77   (feet)  ADJUSTED  
 EZ0754  ___________________________________________________________________
 EZ0754  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EZ0754  DYNAMIC HT  -         117.174 (meters)     384.43  (feet)  COMP
 EZ0754  MODELED GRAV-     979,748.7   (mgal)                       NAVD 88
 EZ0754
 EZ0754  VERT ORDER  -  FIRST     CLASS I
 EZ0754
 EZ0754.The horizontal coordinates were scaled from a topographic map and have
 EZ0754.an estimated accuracy of +/- 6 seconds.
 EZ0754
 EZ0754.The orthometric height was determined by differential leveling
 EZ0754.and adjusted in June 1991.
 EZ0754
 EZ0754.The geoid height was determined by GEOID03.
 EZ0754
 EZ0754.The dynamic height is computed by dividing the NAVD 88
 EZ0754.geopotential number by the normal gravity value computed on the
 EZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0754.degrees latitude (g = 980.6199 gals.).
 EZ0754
 EZ0754.The modeled gravity was interpolated from observed gravity values.
 EZ0754
 EZ0754;                    North         East    Units  Estimated Accuracy
 EZ0754;SPC NC       -   217,100.      645,520.      MT  (+/- 180 meters Scaled)
 EZ0754
 EZ0754                          SUPERSEDED SURVEY CONTROL
 EZ0754
 EZ0754  NGVD 29 (??/??/92)  117.551  (m)          385.67   (f) ADJ UNCH    1 1
 EZ0754
 EZ0754.Superseded values are not recommended for survey control.
 EZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0754.See file dsdata.txt to determine how the superseded data were derived.
 EZ0754
 EZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV168540(NAD 83)
 EZ0754_MARKER: DB = BENCH MARK DISK
 EZ0754_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EZ0754_SP_SET: 6 FEET
 EZ0754_STAMPING: A 190 1967
 EZ0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0754+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ0754
 EZ0754  HISTORY     - Date     Condition        Report By
 EZ0754  HISTORY     - 1967     MONUMENTED       CGS
 EZ0754  HISTORY     - 1968     GOOD             NGS
 EZ0754  HISTORY     - 1978     GOOD             DOD
 EZ0754  HISTORY     - 1984     GOOD             USPSQD
 EZ0754  HISTORY     - 20021112 GOOD             USPSQD
 EZ0754  HISTORY     - 20040523 GOOD             USPSQD
 EZ0754  HISTORY     - 20040603 GOOD             USPSQD
 EZ0754  HISTORY     - 20050917 GOOD             USPSQD
 EZ0754  HISTORY     - 20051020 GOOD             USPSQD
 EZ0754  HISTORY     - 20080501 GOOD             GEOCAC
 EZ0754
 EZ0754                          STATION DESCRIPTION
 EZ0754
 EZ0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0754'AT GARNER.
 EZ0754'AT GARNER, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 215 1/2
 EZ0754'FEET SOUTHEAST OF THE SOUTH CORNER OF THE RAILROAD STATION, 9
 EZ0754'FEET NORTH OF MILEPOST 87, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EZ0754'OF THE MAIN TRACK, 40 FEET NORTHEAST OF THE CENTERLINE OF MAIN
 EZ0754'STREET, 109 FEET NORTH AND ACROSS THE STREET FROM THE NORTH
 EZ0754'CORNER OF THE GARNER FREEWILL BAPTIST CHURCH, 1.6 FEET NORTHWEST
 EZ0754'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 EZ0754'TRACK, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 EZ0754'IS DRIVEN TO A DEPTH OF 6 FEET AND IS ENCASED IN A 5-INCH CAST
 EZ0754'IRON PIPE WHICH PROJECTS 7 INCHES.
 EZ0754
 EZ0754                          STATION RECOVERY (1978)
 EZ0754
 EZ0754'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0754'RECOVERED IN GOOD CONDITION.
 EZ0754
 EZ0754                          STATION RECOVERY (1984)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ0754'WITNESS POST DAMAGED AND LEANING.
 EZ0754
 EZ0754                          STATION RECOVERY (2002)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EZ0754'GARNER FREEWILL BAPTIST CHURCH IS NOW WAKE BAPTIST CHURCH. WITNESS
 EZ0754'POST IS GONE.
 EZ0754
 EZ0754                          STATION RECOVERY (2004)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ0754'RECOVERED IN GOOD CONDITION.
 EZ0754
 EZ0754                          STATION RECOVERY (2004)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ0754'RECOVERED IN GOOD CONDITION.
 EZ0754
 EZ0754                          STATION RECOVERY (2005)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0754'RECOVERED IN GOOD CONDITION.
 EZ0754
 EZ0754                          STATION RECOVERY (2005)
 EZ0754
 EZ0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0754'RECOVERED IN GOOD CONDITION.
 EZ0754
 EZ0754                          STATION RECOVERY (2008)
 EZ0754
 EZ0754'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EZ0754'VERIFIED EXISTENCE ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0708 ***********************************************************************
 EY0708  DESIGNATION -  A 191
 EY0708  PID         -  EY0708
 EY0708  STATE/COUNTY-  NC/JONES
 EY0708  USGS QUAD   -  DOVER (1982)
 EY0708
 EY0708                         *CURRENT SURVEY CONTROL
 EY0708  ___________________________________________________________________
 EY0708* NAD 83(1986)-  35 13 48.     (N)    077 29 32.     (W)     SCALED    
 EY0708* NAVD 88     -        15.973  (meters)      52.40   (feet)  ADJUSTED  
 EY0708  ___________________________________________________________________
 EY0708  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 EY0708  DYNAMIC HT  -          15.959 (meters)      52.36  (feet)  COMP
 EY0708  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 EY0708
 EY0708  VERT ORDER  -  FIRST     CLASS I
 EY0708
 EY0708.The horizontal coordinates were scaled from a topographic map and have
 EY0708.an estimated accuracy of +/- 6 seconds.
 EY0708
 EY0708.The orthometric height was determined by differential leveling
 EY0708.and adjusted in June 1991.
 EY0708
 EY0708.The geoid height was determined by GEOID03.
 EY0708
 EY0708.The dynamic height is computed by dividing the NAVD 88
 EY0708.geopotential number by the normal gravity value computed on the
 EY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0708.degrees latitude (g = 980.6199 gals.).
 EY0708
 EY0708.The modeled gravity was interpolated from observed gravity values.
 EY0708
 EY0708;                    North         East    Units  Estimated Accuracy
 EY0708;SPC NC       -   165,220.      746,830.      MT  (+/- 180 meters Scaled)
 EY0708
 EY0708                          SUPERSEDED SURVEY CONTROL
 EY0708
 EY0708  NGVD 29 (??/??/92)   16.339  (m)           53.61   (f) ADJ UNCH    1 1
 EY0708
 EY0708.Superseded values are not recommended for survey control.
 EY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0708.See file dsdata.txt to determine how the superseded data were derived.
 EY0708
 EY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE731013(NAD 83)
 EY0708_MARKER: DB = BENCH MARK DISK
 EY0708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0708_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0708_STAMPING: A 191 1968
 EY0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0708
 EY0708  HISTORY     - Date     Condition        Report By
 EY0708  HISTORY     - 1968     MONUMENTED       CGS
 EY0708  HISTORY     - 1978     GOOD             NCGS
 EY0708  HISTORY     - 1978     GOOD             DOD
 EY0708
 EY0708                          STATION DESCRIPTION
 EY0708
 EY0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EY0708'3 MI W FROM DOVER.
 EY0708'ABOUT 3.0 MILES WEST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY
 EY0708'RAILROAD FROM THE DOVER HIGH SCHOOL AT DOVER, 0.2 MILE WEST OF
 EY0708'MILEPOST 32, 25 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 7 FEET EAST
 EY0708'OF TELEPHONE POLE NUMBER 201, 1.0 FOOT WEST OF A METAL WITNESS
 EY0708'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON THE
 EY0708'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 EY0708
 EY0708                          STATION RECOVERY (1978)
 EY0708
 EY0708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0708'RECOVERED IN GOOD CONDITION.
 EY0708
 EY0708                          STATION RECOVERY (1978)
 EY0708
 EY0708'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0038 ***********************************************************************
 EZ0038  DESIGNATION -  A 192
 EZ0038  PID         -  EZ0038
 EZ0038  STATE/COUNTY-  NC/JOHNSTON
 EZ0038  USGS QUAD   -  SELMA (1988)
 EZ0038
 EZ0038                         *CURRENT SURVEY CONTROL
 EZ0038  ___________________________________________________________________
 EZ0038* NAD 83(2001)-  35 32 14.50168(N)    078 17 19.48043(W)     ADJUSTED  
 EZ0038* NAVD 88     -        54.694  (meters)     179.44   (feet)  ADJUSTED  
 EZ0038  ___________________________________________________________________
 EZ0038  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EZ0038  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EZ0038  DYNAMIC HT  -          54.645 (meters)     179.28  (feet)  COMP
 EZ0038  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 EZ0038  OBS GRAVITY -     979,746.7   (mgal)                       GRAV_OBS
 EZ0038
 EZ0038  HORZ ORDER  -  SECOND
 EZ0038  VERT ORDER  -  SECOND    CLASS II
 EZ0038
 EZ0038.The horizontal coordinates were established by classical geodetic methods
 EZ0038.and adjusted by the National Geodetic Survey in August 2005.
 EZ0038
 EZ0038.The orthometric height was determined by differential leveling
 EZ0038.and adjusted in March 2000.
 EZ0038.No vertical observational check was made to the station.
 EZ0038
 EZ0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0038
 EZ0038.The geoid height was determined by GEOID03.
 EZ0038
 EZ0038.The dynamic height is computed by dividing the NAVD 88
 EZ0038.geopotential number by the normal gravity value computed on the
 EZ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0038.degrees latitude (g = 980.6199 gals.).
 EZ0038
 EZ0038.The modeled gravity was interpolated from observed gravity values.
 EZ0038.The observed gravity was obtained from relative gravimeter ties
 EZ0038.to the IGSN71 gravity network.
 EZ0038
 EZ0038;                    North         East     Units Scale Factor Converg.
 EZ0038;SPC NC       -   198,504.159   674,095.126   MT  0.99988497   +0 24 37.9
 EZ0038;SPC NC       -   651,259.06  2,211,593.76   sFT  0.99988497   +0 24 37.9
 EZ0038;UTM  17      - 3,936,018.926   745,808.248   MT  1.00034465   +1 34 36.0
 EZ0038
 EZ0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0038!SPC NC       -   0.99999680  x   0.99988497  =   0.99988177
 EZ0038!UTM  17      -   0.99999680  x   1.00034465  =   1.00034145
 EZ0038
 EZ0038                          SUPERSEDED SURVEY CONTROL
 EZ0038
 EZ0038  NAD 83(1986)-  35 32 14.50745(N)    078 17 19.48835(W) AD(       ) 2
 EZ0038  NAVD 88 (06/15/91)   54.687  (m)          179.42   (f) UNKNOWN     1 1
 EZ0038  NGVD 29 (??/??/92)   54.979  (m)          180.38   (f) ADJ UNCH    1 1
 EZ0038
 EZ0038.Superseded values are not recommended for survey control.
 EZ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0038.See file dsdata.txt to determine how the superseded data were derived.
 EZ0038
 EZ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4580836019(NAD 83)
 EZ0038_MARKER: DB = BENCH MARK DISK
 EZ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0038_STAMPING: A 192 1968
 EZ0038_MARK LOGO: CGS   
 EZ0038_PROJECTION: FLUSH
 EZ0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0038+STABILITY: SURFACE MOTION
 EZ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0038+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 EZ0038
 EZ0038  HISTORY     - Date     Condition        Report By
 EZ0038  HISTORY     - 1968     MONUMENTED       CGS
 EZ0038  HISTORY     - 1978     GOOD             DOD
 EZ0038  HISTORY     - 19930301 GOOD             NCGS
 EZ0038  HISTORY     - 19930301 GOOD             NCGS
 EZ0038  HISTORY     - 20060322 GOOD             GEOCAC
 EZ0038
 EZ0038                          STATION DESCRIPTION
 EZ0038
 EZ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EZ0038'0.6 MI NW FROM SELMA.
 EZ0038'ABOUT 0.55 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0038'RAILROAD FROM THE UNION STATION AT SELMA, 0.15 MILE NORTHWEST OF
 EZ0038'MILEPOST 109, 26 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EZ0038'TRACK, 175 FEET SOUTHEAST OF THE CENTERLINE OF SOUTH GREEN
 EZ0038'STREET, 44 FEET SOUTHWEST OF THE CENTERLINE OF WEST RAILROAD
 EZ0038'STREET, 31 FEET SOUTH OF A 22-INCH PECAN TREE, 11 1/2 FEET
 EZ0038'NORTHWEST OF A TELEPHONE POLE, 1.9 FEET SOUTHEAST OF A METAL
 EZ0038'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND
 EZ0038'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 EZ0038
 EZ0038                          STATION RECOVERY (1978)
 EZ0038
 EZ0038'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0038'RECOVERED IN GOOD CONDITION.
 EZ0038
 EZ0038                          STATION RECOVERY (1993)
 EZ0038
 EZ0038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ0038'RECOVERED AS DESCRIBED.  MARK NOW PROJECTS 2 INCHES ABOVE GROUND AND
 EZ0038'IS LOCATED 32.0 FT (9.8 M) SOUTH OF A 20-INCH OAK WITH A REFERENCE
 EZ0038'TAG. MONUMENT IS ROUND-NOT SQUARE.
 EZ0038
 EZ0038                          STATION RECOVERY (1993)
 EZ0038
 EZ0038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ0038'RECOVERED IN GOOD CONDITION.  NOTE- MARK NOW PROJECTS 2 INCHES ABOVE
 EZ0038'GROUND AND 32.0 FT (9.8 M) SOUTH OF A 20-INCH OAK WITH A REFERENCE
 EZ0038'TAG. MONUMENT IS ROUND-NOT SQUARE.
 EZ0038
 EZ0038                          STATION RECOVERY (2006)
 EZ0038
 EZ0038'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0038'RECOVERED AS DESCRIBED. MARK PROJECTS THREE INCHES.
 EZ0038' 
 EZ0038' 
 EZ0038' 
 EZ0038' 
 EZ0038' 
 EZ0038' 
 EZ0038' 
 EZ0038' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0260 ***********************************************************************
 EX0260  DESIGNATION -  A 193
 EX0260  PID         -  EX0260
 EX0260  STATE/COUNTY-  NC/DARE
 EX0260  USGS QUAD   -  HATTERAS (1987)
 EX0260
 EX0260                         *CURRENT SURVEY CONTROL
 EX0260  ___________________________________________________________________
 EX0260* NAD 83(2001)-  35 12 59.87587(N)    075 41 12.09324(W)     ADJUSTED  
 EX0260* NAVD 88     -         0.870  (meters)       2.85   (feet)  ADJUSTED  
 EX0260  ___________________________________________________________________
 EX0260  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EX0260  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 EX0260  DYNAMIC HT  -           0.869 (meters)       2.85  (feet)  COMP
 EX0260  MODELED GRAV-     979,752.7   (mgal)                       NAVD 88
 EX0260
 EX0260  HORZ ORDER  -  SECOND
 EX0260  VERT ORDER  -  SECOND    CLASS I
 EX0260
 EX0260.The horizontal coordinates were established by classical geodetic methods
 EX0260.and adjusted by the National Geodetic Survey in August 2005.
 EX0260
 EX0260.The orthometric height was determined by differential leveling
 EX0260.and adjusted in June 1991.
 EX0260
 EX0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0260
 EX0260.The geoid height was determined by GEOID03.
 EX0260
 EX0260.The dynamic height is computed by dividing the NAVD 88
 EX0260.geopotential number by the normal gravity value computed on the
 EX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0260.degrees latitude (g = 980.6199 gals.).
 EX0260
 EX0260.The modeled gravity was interpolated from observed gravity values.
 EX0260
 EX0260;                    North         East     Units Scale Factor Converg.
 EX0260;SPC NC       -   167,726.597   911,173.292   MT  0.99987278   +1 54 44.4
 EX0260;SPC NC       -   550,283.01  2,989,407.71   sFT  0.99987278   +1 54 44.4
 EX0260;UTM  18      - 3,897,283.157   437,503.257   MT  0.99964813   -0 23 45.6
 EX0260
 EX0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0260!SPC NC       -   1.00000593  x   0.99987278  =   0.99987871
 EX0260!UTM  18      -   1.00000593  x   0.99964813  =   0.99965405
 EX0260
 EX0260|---------------------------------------------------------------------|
 EX0260| PID    Reference Object                     Distance      Geod. Az  |
 EX0260|                                                           dddmmss.s |
 EX0260| AF8824 GRAY                                268.112 METERS 13348     |
 EX0260| AF8823 HATTERAS UNITED METH CH SPIRE       368.699 METERS 30540     |
 EX0260|---------------------------------------------------------------------|
 EX0260
 EX0260                          SUPERSEDED SURVEY CONTROL
 EX0260
 EX0260  NAD 83(1986)-  35 12 59.88910(N)    075 41 12.09763(W) AD(       ) 2
 EX0260  NAVD 88 (06/15/98)    0.87   (m)            2.9    (f) LEVELING    3  
 EX0260  NGVD 29 (??/??/92)    1.198  (m)            3.93   (f) ADJ UNCH    2 1
 EX0260
 EX0260.Superseded values are not recommended for survey control.
 EX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0260.See file dsdata.txt to determine how the superseded data were derived.
 EX0260
 EX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3750397283(NAD 83)
 EX0260_MARKER: DV = VERTICAL CONTROL DISK
 EX0260_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0260+WITH SETTING: INTO GROUND
 EX0260_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0260_STAMPING: A 193 1977
 EX0260_MARK LOGO: NGS   
 EX0260_PROJECTION: PROJECTING 25 CENTIMETERS
 EX0260_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0260+STABILITY: SURFACE MOTION
 EX0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0260+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 EX0260_ROD/PIPE-DEPTH: 1.22 meters
 EX0260
 EX0260  HISTORY     - Date     Condition        Report By
 EX0260  HISTORY     - 1977     MONUMENTED       NGS
 EX0260  HISTORY     - 1978     GOOD             USE
 EX0260  HISTORY     - 19850101 GOOD             NCGS
 EX0260  HISTORY     - 1990     GOOD             USPSQD
 EX0260  HISTORY     - 19910713 GOOD             USPSQD
 EX0260  HISTORY     - 20000620 GOOD             NCDOT
 EX0260  HISTORY     - 20021217 GOOD             USPSQD
 EX0260
 EX0260                          STATION DESCRIPTION
 EX0260
 EX0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0260'AT HATTERAS.
 EX0260'0.2 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0260'HATTERAS, 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 EX0260'NORTHWEST OF THE CENTER OF THE DIRT DRIVEWAY LEADING NORTHEAST TO THE
 EX0260'NORFOLK AND CAROLINA TELEPHONE BUILDING, 38 FEET SOUTHEAST OF THE
 EX0260'EXTENDED CENTER OF EAGLE PASS ROAD, 14 FEET WEST OF THE BASE OF THE
 EX0260'FIRST GUY WIRE NORTHEAST OF A BRACE POLE WITH A GUY WIRE, AND 13 FEET
 EX0260'NORTH OF THE POLE.
 EX0260
 EX0260                          STATION RECOVERY (1978)
 EX0260
 EX0260'RECOVERY NOTE BY US ENGINEERS 1978
 EX0260'RECOVERED IN GOOD CONDITION.
 EX0260
 EX0260                          STATION RECOVERY (1985)
 EX0260
 EX0260'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0260'STATION IS LOCATED IN THE HATTERAS COMMUNITY. ALONG NC 12 FOR 0.2 KM
 EX0260'(0.10 MI) SOUTHEAST FROM THE SLASH CREEK BRIDGE, AT SR 1241, NEAR THE
 EX0260'CAROLINA TELEHONE AND TELEGRAPH BUILDING. MARK IS ON TOP OF A METAL
 EX0260'ROD WITH A BASE PLATE AND IS LEVEL WITH THE HIGHWAY.  LOCATED 13.4 M
 EX0260'(44.0 FT) NORTHEAST OF THE CENTERLINE OF NC 12, 16.2 M (53.1 FT)
 EX0260'NORTHWEST OF THE CENTER OF A DIRT DRIVEWAY, 30.2 M (99.1 FT) WEST OF
 EX0260'THE WESTMOST CORNER OF THE TELEPHONE BUILDING--AND 3.9 M (12.8 FT)
 EX0260'NORTH OF A POWER POLE, 6.6 M (21.7 FT) WEST-NORTHWEST OF A FENCE
 EX0260'POST--BOTH WITH REFERENCE TAGS.
 EX0260
 EX0260                          STATION RECOVERY (1990)
 EX0260
 EX0260'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0260'RECOVERED IN GOOD CONDITION.
 EX0260
 EX0260                          STATION RECOVERY (1991)
 EX0260
 EX0260'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEC)
 EX0260'RECOVERED IN GOOD CONDITION.
 EX0260
 EX0260                          STATION RECOVERY (2000)
 EX0260
 EX0260'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0260'RECOVERED AS DESCRIBED.
 EX0260
 EX0260                          STATION RECOVERY (2002)
 EX0260
 EX0260'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EX0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0213 ***********************************************************************
 EX0213  DESIGNATION -  A 194
 EX0213  PID         -  EX0213
 EX0213  STATE/COUNTY-  NC/DARE
 EX0213  USGS QUAD   -  RODANTHE (1983)
 EX0213
 EX0213                         *CURRENT SURVEY CONTROL
 EX0213  ___________________________________________________________________
 EX0213* NAD 83(1986)-  35 33 53.     (N)    075 28 10.     (W)     SCALED    
 EX0213* NAVD 88     -         1.434  (meters)       4.70   (feet)  ADJUSTED  
 EX0213  ___________________________________________________________________
 EX0213  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0213  DYNAMIC HT  -           1.433 (meters)       4.70  (feet)  COMP
 EX0213  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 EX0213
 EX0213  VERT ORDER  -  SECOND    CLASS I
 EX0213
 EX0213.The horizontal coordinates were scaled from a topographic map and have
 EX0213.an estimated accuracy of +/- 6 seconds.
 EX0213
 EX0213.The orthometric height was determined by differential leveling
 EX0213.and adjusted in June 1991.
 EX0213
 EX0213.The geoid height was determined by GEOID03.
 EX0213
 EX0213.The dynamic height is computed by dividing the NAVD 88
 EX0213.geopotential number by the normal gravity value computed on the
 EX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0213.degrees latitude (g = 980.6199 gals.).
 EX0213
 EX0213.The modeled gravity was interpolated from observed gravity values.
 EX0213
 EX0213;                    North         East    Units  Estimated Accuracy
 EX0213;SPC NC       -   207,000.      929,570.      MT  (+/- 180 meters Scaled)
 EX0213
 EX0213                          SUPERSEDED SURVEY CONTROL
 EX0213
 EX0213  NGVD 29 (??/??/92)    1.751  (m)            5.74   (f) ADJ UNCH    2 1
 EX0213
 EX0213.Superseded values are not recommended for survey control.
 EX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0213.See file dsdata.txt to determine how the superseded data were derived.
 EX0213
 EX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE574357(NAD 83)
 EX0213_MARKER: DV = VERTICAL CONTROL DISK
 EX0213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EX0213+WITH SETTING: PAVEMENT
 EX0213_SP_SET: TOWER FOUNDATION
 EX0213_STAMPING: A 194 1977
 EX0213_MARK LOGO: NGS   
 EX0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0213+STABILITY: SURFACE MOTION
 EX0213
 EX0213  HISTORY     - Date     Condition        Report By
 EX0213  HISTORY     - 1977     MONUMENTED       NGS
 EX0213  HISTORY     - 19850101 GOOD             NCGS
 EX0213  HISTORY     - 20000620 GOOD             NCDOT
 EX0213
 EX0213                          STATION DESCRIPTION
 EX0213
 EX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0213'AT WAVES.
 EX0213'0.3 MILE SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT WAVES
 EX0213'68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF A
 EX0213'CYCLONE FENCE, 5 FEET NORTH OF A CYCLONE FENCE, SET IN THE TOP OF THE
 EX0213'SOUTHEAST CORNER OF THE FOUNDATION OF THE SOUTH LEG OF A 240 FOOT
 EX0213'HIGH MICROWAVE TOWER AT THE NORFOLK AND CAROLINA TELEPHONE BUILDING,
 EX0213'AND 5 FEET SOUTHEAST OF THE LEG.
 EX0213
 EX0213                          STATION RECOVERY (1985)
 EX0213
 EX0213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0213'RECOVERED AS DESCRIBED.
 EX0213
 EX0213                          STATION RECOVERY (2000)
 EX0213
 EX0213'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0265 ***********************************************************************
 EX0265  DESIGNATION -  A 195
 EX0265  PID         -  EX0265
 EX0265  STATE/COUNTY-  NC/DARE
 EX0265  USGS QUAD   -  HATTERAS (1987)
 EX0265
 EX0265                         *CURRENT SURVEY CONTROL
 EX0265  ___________________________________________________________________
 EX0265* NAD 83(1986)-  35 11 41.     (N)    075 44 40.     (W)     SCALED    
 EX0265* NAVD 88     -         0.643  (meters)       2.11   (feet)  ADJUSTED  
 EX0265  ___________________________________________________________________
 EX0265  GEOID HEIGHT-         -38.59  (meters)                     GEOID03
 EX0265  DYNAMIC HT  -           0.643 (meters)       2.11  (feet)  COMP
 EX0265  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 EX0265
 EX0265  VERT ORDER  -  SECOND    CLASS I
 EX0265
 EX0265.The horizontal coordinates were scaled from a topographic map and have
 EX0265.an estimated accuracy of +/- 6 seconds.
 EX0265
 EX0265.The orthometric height was determined by differential leveling
 EX0265.and adjusted in June 1991.
 EX0265
 EX0265.The geoid height was determined by GEOID03.
 EX0265
 EX0265.The dynamic height is computed by dividing the NAVD 88
 EX0265.geopotential number by the normal gravity value computed on the
 EX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0265.degrees latitude (g = 980.6199 gals.).
 EX0265
 EX0265.The modeled gravity was interpolated from observed gravity values.
 EX0265
 EX0265;                    North         East    Units  Estimated Accuracy
 EX0265;SPC NC       -   165,120.      906,000.      MT  (+/- 180 meters Scaled)
 EX0265
 EX0265                          SUPERSEDED SURVEY CONTROL
 EX0265
 EX0265  NGVD 29 (??/??/92)    0.973  (m)            3.19   (f) ADJ UNCH    2 1
 EX0265
 EX0265.Superseded values are not recommended for survey control.
 EX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0265.See file dsdata.txt to determine how the superseded data were derived.
 EX0265
 EX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD322948(NAD 83)
 EX0265_MARKER: DV = VERTICAL CONTROL DISK
 EX0265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0265_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0265_STAMPING: A 195 1977
 EX0265_MARK LOGO: NGS   
 EX0265_PROJECTION: PROJECTING 5 CENTIMETERS
 EX0265_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0265_ROD/PIPE-DEPTH: 14.6 meters
 EX0265
 EX0265  HISTORY     - Date     Condition        Report By
 EX0265  HISTORY     - 1977     MONUMENTED       NGS
 EX0265  HISTORY     - 20000620 MARK NOT FOUND   NCDOT
 EX0265
 EX0265                          STATION DESCRIPTION
 EX0265
 EX0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0265'4.1 MI SW FROM HATTERAS.
 EX0265'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0265'HATTERAS THENCE 0.15 MILE SOUTHWEST ALONG A PAVED AND DIRT ROAD,
 EX0265'THENCE 0.05 MILE SOUTHEAST ALONG BEACH RAMP, THENCE 2.7 MILES
 EX0265'SOUTHWEST ALONG THE SOUTHEAST SIDE OF THE SAND DUNES, ABOUT 85
 EX0265'FEET EAST OF WATERLINE ON SAND FLATS.
 EX0265
 EX0265                          STATION RECOVERY (2000)
 EX0265
 EX0265'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0265'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0278 ***********************************************************************
 EX0278  DESIGNATION -  A 196
 EX0278  PID         -  EX0278
 EX0278  STATE/COUNTY-  NC/HYDE
 EX0278  USGS QUAD   -  OCRACOKE (1983)
 EX0278
 EX0278                         *CURRENT SURVEY CONTROL
 EX0278  ___________________________________________________________________
 EX0278* NAD 83(1986)-  35 06 40.     (N)    075 57 00.     (W)     SCALED    
 EX0278* NAVD 88     -         1.165  (meters)       3.82   (feet)  ADJUSTED  
 EX0278  ___________________________________________________________________
 EX0278  GEOID HEIGHT-         -38.37  (meters)                     GEOID03
 EX0278  DYNAMIC HT  -           1.164 (meters)       3.82  (feet)  COMP
 EX0278  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 EX0278
 EX0278  VERT ORDER  -  SECOND    CLASS I
 EX0278
 EX0278.The horizontal coordinates were scaled from a topographic map and have
 EX0278.an estimated accuracy of +/- 6 seconds.
 EX0278
 EX0278.The orthometric height was determined by differential leveling
 EX0278.and adjusted in June 1991.
 EX0278
 EX0278.The geoid height was determined by GEOID03.
 EX0278
 EX0278.The dynamic height is computed by dividing the NAVD 88
 EX0278.geopotential number by the normal gravity value computed on the
 EX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0278.degrees latitude (g = 980.6199 gals.).
 EX0278
 EX0278.The modeled gravity was interpolated from observed gravity values.
 EX0278
 EX0278;                    North         East    Units  Estimated Accuracy
 EX0278;SPC NC       -   155,260.      887,580.      MT  (+/- 180 meters Scaled)
 EX0278
 EX0278                          SUPERSEDED SURVEY CONTROL
 EX0278
 EX0278  NGVD 29 (??/??/92)    1.500  (m)            4.92   (f) ADJ UNCH    2 1
 EX0278
 EX0278.Superseded values are not recommended for survey control.
 EX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0278.See file dsdata.txt to determine how the superseded data were derived.
 EX0278
 EX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD134857(NAD 83)
 EX0278_MARKER: DV = VERTICAL CONTROL DISK
 EX0278_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0278+WITH SETTING: INTO GROUND
 EX0278_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0278_STAMPING: A 196 1977
 EX0278_MARK LOGO: NGS   
 EX0278_PROJECTION: PROJECTING 36 CENTIMETERS
 EX0278_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0278+STABILITY: SURFACE MOTION
 EX0278_ROD/PIPE-DEPTH: 1.22 meters
 EX0278
 EX0278  HISTORY     - Date     Condition        Report By
 EX0278  HISTORY     - 1977     MONUMENTED       NGS
 EX0278  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EX0278  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 EX0278  HISTORY     - 20021215 MARK NOT FOUND   USPSQD
 EX0278  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 EX0278
 EX0278                          STATION DESCRIPTION
 EX0278
 EX0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0278'2.3 MI NE FROM OCRACOKE.
 EX0278'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0278'OCRACOKE, OPPOSITE MILE MARKER 70, 31 FEET SOUTHEAST OF THE CENTER
 EX0278'LINE OF THE HIGHWAY.
 EX0278
 EX0278                          STATION RECOVERY (1985)
 EX0278
 EX0278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0278'PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION.
 EX0278
 EX0278                          STATION RECOVERY (1991)
 EX0278
 EX0278'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0278'MARK NOT FOUND.
 EX0278
 EX0278                          STATION RECOVERY (2002)
 EX0278
 EX0278'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EX0278'MARK NOT FOUND.
 EX0278
 EX0278                          STATION RECOVERY (2002)
 EX0278
 EX0278'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EX0278'NO MILE MARK 70. ROAD IS IMPROVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2291 ***********************************************************************
 FX2291  DESIGNATION -  A 198
 FX2291  PID         -  FX2291
 FX2291  STATE/COUNTY-  NC/HALIFAX
 FX2291  USGS QUAD   -  WELDON (1974)
 FX2291
 FX2291                         *CURRENT SURVEY CONTROL
 FX2291  ___________________________________________________________________
 FX2291* NAD 83(1986)-  36 25 44.     (N)    077 35 22.     (W)     SCALED    
 FX2291* NAVD 88     -        19.958  (meters)      65.48   (feet)  ADJUSTED  
 FX2291  ___________________________________________________________________
 FX2291  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 FX2291  DYNAMIC HT  -          19.942 (meters)      65.43  (feet)  COMP
 FX2291  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 FX2291
 FX2291  VERT ORDER  -  FIRST     CLASS II
 FX2291
 FX2291.The horizontal coordinates were scaled from a topographic map and have
 FX2291.an estimated accuracy of +/- 6 seconds.
 FX2291
 FX2291.The orthometric height was determined by differential leveling
 FX2291.and adjusted in June 1991.
 FX2291
 FX2291.The geoid height was determined by GEOID03.
 FX2291
 FX2291.The dynamic height is computed by dividing the NAVD 88
 FX2291.geopotential number by the normal gravity value computed on the
 FX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2291.degrees latitude (g = 980.6199 gals.).
 FX2291
 FX2291.The modeled gravity was interpolated from observed gravity values.
 FX2291
 FX2291;                    North         East    Units  Estimated Accuracy
 FX2291;SPC NC       -   298,090.      736,100.      MT  (+/- 180 meters Scaled)
 FX2291
 FX2291                          SUPERSEDED SURVEY CONTROL
 FX2291
 FX2291.No superseded survey control is available for this station.
 FX2291
 FX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF678346(NAD 83)
 FX2291_MARKER: DB = BENCH MARK DISK
 FX2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2291_SP_SET: BRIDGE ABUTMENT
 FX2291_STAMPING: A 198 1978
 FX2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2291
 FX2291  HISTORY     - Date     Condition        Report By
 FX2291  HISTORY     - 1978     MONUMENTED       NGS
 FX2291
 FX2291                          STATION DESCRIPTION
 FX2291
 FX2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2291'0.5 MI NE FROM WELDON.
 FX2291'ABOUT 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION
 FX2291'WITH U.S. HIGHWAY 158 IN WELDON.  SET IN THE NORTHEAST BRIDGE
 FX2291'ABUTMENT OF THE ROCKFISH CAPITAL BRIDGE OVER THE ROANOKE RIVER,
 FX2291'25.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTHEAST
 FX2291'OF A STEEL GUARD RAIL POST, 2 FEET EAST OF THE CONCRETE GUARD RAIL,
 FX2291'AND 1.5 FEET WEST OF THE EAST END OF THE ABUTMENT.
 FX2291'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2217 ***********************************************************************
 FX2217  DESIGNATION -  A 199
 FX2217  PID         -  FX2217
 FX2217  STATE/COUNTY-  NC/HALIFAX
 FX2217  USGS QUAD   -  WELDON (1974)
 FX2217
 FX2217                         *CURRENT SURVEY CONTROL
 FX2217  ___________________________________________________________________
 FX2217* NAD 83(1986)-  36 25 43.     (N)    077 35 40.     (W)     SCALED    
 FX2217* NAVD 88     -        24.404  (meters)      80.07   (feet)  ADJUSTED  
 FX2217  ___________________________________________________________________
 FX2217  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 FX2217  DYNAMIC HT  -          24.385 (meters)      80.00  (feet)  COMP
 FX2217  MODELED GRAV-     979,850.3   (mgal)                       NAVD 88
 FX2217  OBS GRAVITY -     979,853.4   (mgal)                       GRAV_OBS
 FX2217
 FX2217  VERT ORDER  -  FIRST     CLASS II
 FX2217
 FX2217.The horizontal coordinates were scaled from a topographic map and have
 FX2217.an estimated accuracy of +/- 6 seconds.
 FX2217
 FX2217.The orthometric height was determined by differential leveling
 FX2217.and adjusted in June 1991.
 FX2217.WARNING-Repeat measurements at this control monument indicate possible
 FX2217.vertical movement.
 FX2217
 FX2217.The geoid height was determined by GEOID03.
 FX2217
 FX2217.The dynamic height is computed by dividing the NAVD 88
 FX2217.geopotential number by the normal gravity value computed on the
 FX2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2217.degrees latitude (g = 980.6199 gals.).
 FX2217
 FX2217.The modeled gravity was interpolated from observed gravity values.
 FX2217.The observed gravity was obtained from relative gravimeter ties
 FX2217.to the IGSN71 gravity network.
 FX2217
 FX2217;                    North         East    Units  Estimated Accuracy
 FX2217;SPC NC       -   298,050.      735,650.      MT  (+/- 180 meters Scaled)
 FX2217
 FX2217                          SUPERSEDED SURVEY CONTROL
 FX2217
 FX2217  NGVD 29 (??/??/92)   24.713  (m)           81.08   (f) ADJ UNCH    1 2
 FX2217
 FX2217.Superseded values are not recommended for survey control.
 FX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2217.See file dsdata.txt to determine how the superseded data were derived.
 FX2217
 FX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF674346(NAD 83)
 FX2217_MARKER: DB = BENCH MARK DISK
 FX2217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2217_SP_SET: VERTICAL IN LARGE RAILROAD PIE
 FX2217_STAMPING: A 199 1978
 FX2217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2217
 FX2217  HISTORY     - Date     Condition        Report By
 FX2217  HISTORY     - 1978     MONUMENTED       NGS
 FX2217
 FX2217                          STATION DESCRIPTION
 FX2217
 FX2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2217'IN WELDON.
 FX2217'IN WELDON, AT THE ABANDONED RAILROAD STATION, SET VERTICALLY IN THE
 FX2217'NORTH FACE OF THE MOST WESTERLY OF TWO CONCRETE PIERS FOR THE RAILROAD
 FX2217'BRIDGE OVER THE EAST AND WEST TRACKS, 20.5 FEET SOUTH OF THE SOUTH
 FX2217'RAIL OF THE MAIN TRACK, 15 FEET EAST OF THE WESTERLY EDGE OF THE PIER,
 FX2217'AND 11.5 FEET WEST OF THE EASTERLY EDGE OF THE PIER.
 FX2217'THE MARK IS 3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0342 ***********************************************************************
 EA0342  DESIGNATION -  A 2 6
 EA0342  PID         -  EA0342
 EA0342  STATE/COUNTY-  NC/ONSLOW
 EA0342  USGS QUAD   -  SNEADS FERRY (1988)
 EA0342
 EA0342                         *CURRENT SURVEY CONTROL
 EA0342  ___________________________________________________________________
 EA0342* NAD 83(1986)-  34 35 17.     (N)    077 28 43.     (W)     SCALED    
 EA0342* NAVD 88     -        18.036  (meters)      59.17   (feet)  ADJUSTED  
 EA0342  ___________________________________________________________________
 EA0342  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA0342  DYNAMIC HT  -          18.018 (meters)      59.11  (feet)  COMP
 EA0342  MODELED GRAV-     979,659.0   (mgal)                       NAVD 88
 EA0342
 EA0342  VERT ORDER  -  FIRST     CLASS I
 EA0342
 EA0342.The horizontal coordinates were scaled from a topographic map and have
 EA0342.an estimated accuracy of +/- 6 seconds.
 EA0342
 EA0342.The orthometric height was determined by differential leveling
 EA0342.and adjusted in June 1991.
 EA0342
 EA0342.The geoid height was determined by GEOID03.
 EA0342
 EA0342.The dynamic height is computed by dividing the NAVD 88
 EA0342.geopotential number by the normal gravity value computed on the
 EA0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0342.degrees latitude (g = 980.6199 gals.).
 EA0342
 EA0342.The modeled gravity was interpolated from observed gravity values.
 EA0342
 EA0342;                    North         East    Units  Estimated Accuracy
 EA0342;SPC NC       -    94,040.      749,170.      MT  (+/- 180 meters Scaled)
 EA0342
 EA0342                          SUPERSEDED SURVEY CONTROL
 EA0342
 EA0342  NGVD 29 (??/??/92)   18.36   (m)           60.2    (f) COMPUTED    1 1
 EA0342
 EA0342.Superseded values are not recommended for survey control.
 EA0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0342.See file dsdata.txt to determine how the superseded data were derived.
 EA0342
 EA0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD726301(NAD 83)
 EA0342_MARKER: DE = TRAVERSE STATION DISK
 EA0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0342_STAMPING: A 2 6 3 0 TRAV NC 1 41 60 FT
 EA0342_MARK LOGO: USE   
 EA0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0342+STABILITY: SURFACE MOTION
 EA0342
 EA0342  HISTORY     - Date     Condition        Report By
 EA0342  HISTORY     - UNK      MONUMENTED       DOD
 EA0342  HISTORY     - 1963     GOOD             CGS
 EA0342  HISTORY     - 1979     GOOD             NCGS
 EA0342
 EA0342                          STATION DESCRIPTION
 EA0342
 EA0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0342'AT DIXON.
 EA0342'AT DIXON, ON THE GROUNDS OF THE DIXON SCHOOL, ABOUT 207 YARDS
 EA0342'EAST-SOUTHEAST OF AND ACROSS A BLACK TOP ROAD FROM THE CENTER
 EA0342'LINE OF U.S. HIGHWAY 17, 40.6 FEET WEST-SOUTHWEST OF THE NORTH
 EA0342'CORNER OF THE BRICK FURNANCE ROOM, 130.0 FEET NORTH OF THE NORTH
 EA0342'EDGE OF THE WALK LEADING TO THE NORTHWEST ENTRANCE TO THE SCHOOL
 EA0342'BUILDING, 117.5 FEET EAST OF THE STEEL FENCE ALONG THE WEST EDGE
 EA0342'OF THE SCHOOL YARD, 12 FEET WEST OF A LONE 24-INCH PINE TREE,
 EA0342'32 1/2 NORTHEAST OF A TELEPHONE POLE, 40.2 FEET WEST OF BENCH MARK
 EA0342'G 116, AND IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 EA0342'WITH THE GROUND.
 EA0342
 EA0342                          STATION RECOVERY (1979)
 EA0342
 EA0342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1278 ***********************************************************************
 EB1278  DESIGNATION -  A 200
 EB1278  PID         -  EB1278
 EB1278  STATE/COUNTY-  NC/RICHMOND
 EB1278  USGS QUAD   -  HAMLET (1982)
 EB1278
 EB1278                         *CURRENT SURVEY CONTROL
 EB1278  ___________________________________________________________________
 EB1278* NAD 83(1986)-  34 52 48.     (N)    079 43 24.     (W)     SCALED    
 EB1278* NAVD 88     -       105.057  (meters)     344.67   (feet)  ADJUSTED  
 EB1278  ___________________________________________________________________
 EB1278  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EB1278  DYNAMIC HT  -         104.960 (meters)     344.36  (feet)  COMP
 EB1278  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 EB1278
 EB1278  VERT ORDER  -  FIRST     CLASS II
 EB1278
 EB1278.The horizontal coordinates were scaled from a topographic map and have
 EB1278.an estimated accuracy of +/- 6 seconds.
 EB1278
 EB1278.The orthometric height was determined by differential leveling
 EB1278.and adjusted in June 1991.
 EB1278
 EB1278.The geoid height was determined by GEOID03.
 EB1278
 EB1278.The dynamic height is computed by dividing the NAVD 88
 EB1278.geopotential number by the normal gravity value computed on the
 EB1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1278.degrees latitude (g = 980.6199 gals.).
 EB1278
 EB1278.The modeled gravity was interpolated from observed gravity values.
 EB1278
 EB1278;                    North         East    Units  Estimated Accuracy
 EB1278;SPC NC       -   125,590.      543,480.      MT  (+/- 180 meters Scaled)
 EB1278
 EB1278                          SUPERSEDED SURVEY CONTROL
 EB1278
 EB1278.No superseded survey control is available for this station.
 EB1278
 EB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU166604(NAD 83)
 EB1278_MARKER: DV = VERTICAL CONTROL DISK
 EB1278_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EB1278_SP_SET: GALVANIZED STEEL ROD
 EB1278_STAMPING: A 200 1979
 EB1278_MARK LOGO: NGS   
 EB1278_PROJECTION: FLUSH
 EB1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1278+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 EB1278_ROD/PIPE-DEPTH: 9.75 meters
 EB1278
 EB1278  HISTORY     - Date     Condition        Report By
 EB1278  HISTORY     - 1979     MONUMENTED       NGS
 EB1278  HISTORY     - 19980310 GOOD             NCGS
 EB1278
 EB1278                          STATION DESCRIPTION
 EB1278
 EB1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1278'1.45 MI SW FROM HAMLET.
 EB1278'1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 EB1278'U.S. HIGHWAY 74 IN HAMLET, 167.4 FT. SOUTHWEST OF THE CENTERLINE OF
 EB1278'A PAVED ROAD LEADING SOUTHEAST, 35.6 FT. SOUTHEAST OF THE
 EB1278'CENTERLINE OF THE HIGHWAY, 2.1 FT. NORTHEAST OF THE NORTHEAST CORNER
 EB1278'OF THE NORTH END OF THE HAMLET WELCOME SIGN, DISK 4 INCHES THE BELOW
 EB1278'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.
 EB1278'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 EB1278'THE MARK IS 3 FT ABOVE HIGHWAY.
 EB1278
 EB1278                          STATION RECOVERY (1998)
 EB1278
 EB1278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EB1278'RECOVERED AS DESCRIBED. MARK IS 56.5 FT (17.2 M) SOUTHWEST OF A
 EB1278'MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1719 ***********************************************************************
 FY1719  DESIGNATION -  A 200 X
 FY1719  PID         -  FY1719
 FY1719  STATE/COUNTY-  NC/WARREN
 FY1719  USGS QUAD   -  MACON (1970)
 FY1719
 FY1719                         *CURRENT SURVEY CONTROL
 FY1719  ___________________________________________________________________
 FY1719* NAD 83(1986)-  36 26 28.     (N)    078 04 03.     (W)     SCALED    
 FY1719* NAVD 88     -       106.905  (meters)     350.74   (feet)  ADJUSTED  
 FY1719  ___________________________________________________________________
 FY1719  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 FY1719  DYNAMIC HT  -         106.819 (meters)     350.46  (feet)  COMP
 FY1719  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 FY1719
 FY1719  VERT ORDER  -  FIRST     CLASS II
 FY1719
 FY1719.The horizontal coordinates were scaled from a topographic map and have
 FY1719.an estimated accuracy of +/- 6 seconds.
 FY1719
 FY1719.The orthometric height was determined by differential leveling
 FY1719.and adjusted in June 1991.
 FY1719
 FY1719.The geoid height was determined by GEOID03.
 FY1719
 FY1719.The dynamic height is computed by dividing the NAVD 88
 FY1719.geopotential number by the normal gravity value computed on the
 FY1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1719.degrees latitude (g = 980.6199 gals.).
 FY1719
 FY1719.The modeled gravity was interpolated from observed gravity values.
 FY1719
 FY1719;                    North         East    Units  Estimated Accuracy
 FY1719;SPC NC       -   298,940.      693,210.      MT  (+/- 180 meters Scaled)
 FY1719
 FY1719                          SUPERSEDED SURVEY CONTROL
 FY1719
 FY1719.No superseded survey control is available for this station.
 FY1719
 FY1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA628368(NAD 83)
 FY1719_MARKER: DB = BENCH MARK DISK
 FY1719_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FY1719_SP_SET: STAINLESS STEEL ROD
 FY1719_STAMPING: A 200 X 1978
 FY1719_MARK LOGO: NGS   
 FY1719_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1719_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1719_ROD/PIPE-DEPTH: 4.88 meters
 FY1719
 FY1719  HISTORY     - Date     Condition        Report By
 FY1719  HISTORY     - 1978     MONUMENTED       NGS
 FY1719  HISTORY     - 19840702 GOOD             NCGS
 FY1719  HISTORY     - 1985     GOOD             USPSQD
 FY1719  HISTORY     - 1987     POOR             USPSQD
 FY1719
 FY1719                          STATION DESCRIPTION
 FY1719
 FY1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1719'1.0 MI EAST FROM MACON.
 FY1719'ABOUT 1.0 MILE EAST ALONG HIGHWAY 158 FROM THE POST OFFICE IN
 FY1719'MACON.  MARK IS SET ON THE NORTHEAST CORNER AT THE T JUNCTION OF THE
 FY1719'HIGHWAY AND A ROAD LEADING NORTH TO CHURCH CROSS ROADS, 70.8 FEET
 FY1719'EAST OF THE CENTERLINE OF THE NORTH BOUND ROAD, 59.7 FEET SOUTHEAST
 FY1719'OF A HIGHWAY RIGHT OF WAY MARKER, 58 FEET NORTH OF THE CENTERLINE
 FY1719'OF HIGHWAY 158, 42 FEET NORTHWEST OF A HIGHWAY RIGHT OF WAY MARKER,
 FY1719'26 FEET NORTHEAST OF A MONUMENT SIGN FOR WILLIAM MILLER, AND 9 FEET
 FY1719'SOUTHWEST OF THE EDGE OF THE WOOD.
 FY1719'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 FY1719'THE MARK IS 2 FT ABOVE THE CENTERLINE OF HWY 158.
 FY1719
 FY1719                          STATION RECOVERY (1984)
 FY1719
 FY1719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 FY1719'RECOVERED AS DESCRIBED.  THE STATION WAS FOUND IN GOOD CONDITION.
 FY1719
 FY1719                          STATION RECOVERY (1985)
 FY1719
 FY1719'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1719'RECOVERED IN GOOD CONDITION.
 FY1719
 FY1719                          STATION RECOVERY (1987)
 FY1719
 FY1719'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY1719'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1370 ***********************************************************************
 EB1370  DESIGNATION -  A 201
 EB1370  PID         -  EB1370
 EB1370  STATE/COUNTY-  NC/SCOTLAND
 EB1370  USGS QUAD   -  GIBSON (1982)
 EB1370
 EB1370                         *CURRENT SURVEY CONTROL
 EB1370  ___________________________________________________________________
 EB1370* NAD 83(1986)-  34 46 37.     (N)    079 36 56.     (W)     SCALED    
 EB1370* NAVD 88     -        80.296  (meters)     263.44   (feet)  ADJUSTED  
 EB1370  ___________________________________________________________________
 EB1370  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 EB1370  DYNAMIC HT  -          80.220 (meters)     263.19  (feet)  COMP
 EB1370  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 EB1370
 EB1370  VERT ORDER  -  FIRST     CLASS II
 EB1370
 EB1370.The horizontal coordinates were scaled from a topographic map and have
 EB1370.an estimated accuracy of +/- 6 seconds.
 EB1370
 EB1370.The orthometric height was determined by differential leveling
 EB1370.and adjusted in June 1991.
 EB1370
 EB1370.The geoid height was determined by GEOID03.
 EB1370
 EB1370.The dynamic height is computed by dividing the NAVD 88
 EB1370.geopotential number by the normal gravity value computed on the
 EB1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1370.degrees latitude (g = 980.6199 gals.).
 EB1370
 EB1370.The modeled gravity was interpolated from observed gravity values.
 EB1370
 EB1370;                    North         East    Units  Estimated Accuracy
 EB1370;SPC NC       -   114,090.      553,260.      MT  (+/- 180 meters Scaled)
 EB1370
 EB1370                          SUPERSEDED SURVEY CONTROL
 EB1370
 EB1370  NGVD 29 (10/06/93)   80.581  (m)          264.37   (f) ADJUSTED    1 2
 EB1370
 EB1370.Superseded values are not recommended for survey control.
 EB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1370.See file dsdata.txt to determine how the superseded data were derived.
 EB1370
 EB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU266491(NAD 83)
 EB1370_MARKER: DB = BENCH MARK DISK
 EB1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1370_SP_SET: STAINLESS STEEL ROD
 EB1370_STAMPING: A 201 1979
 EB1370_MARK LOGO: NGS   
 EB1370_PROJECTION: FLUSH
 EB1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1370_ROD/PIPE-DEPTH: 6.10 meters
 EB1370
 EB1370  HISTORY     - Date     Condition        Report By
 EB1370  HISTORY     - 1979     MONUMENTED       NGS
 EB1370
 EB1370                          STATION DESCRIPTION
 EB1370
 EB1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1370'2.1 MI NW FROM GIBSON.
 EB1370'0.7 MILE EAST ALONG STATE HIGHWAY 79 AND 381, FROM THEIR JUNCTION IN
 EB1370'GIBSON, AND THENCE 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 381, 200
 EB1370'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN BUILDING, 33 FEET
 EB1370'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 80 FEET SOUTHEAST OF THE
 EB1370'CENTER OF A FIELD ROAD LEADING SOUTHWEST, AND 5 FEET SOUTHEAST OF
 EB1370'POWER POLE NUMBER 9415 WITH A TRANSFORMER AND A GUY WIRE.
 EB1370'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 EB1370'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1743 ***********************************************************************
 FY1743  DESIGNATION -  A 201
 FY1743  PID         -  FY1743
 FY1743  STATE/COUNTY-  NC/VANCE
 FY1743  USGS QUAD   -  HENDERSON (1982)
 FY1743
 FY1743                         *CURRENT SURVEY CONTROL
 FY1743  ___________________________________________________________________
 FY1743* NAD 83(1986)-  36 19 29.     (N)    078 29 48.     (W)     SCALED    
 FY1743* NAVD 88     -       144.537  (meters)     474.20   (feet)  ADJUSTED  
 FY1743  ___________________________________________________________________
 FY1743  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 FY1743  DYNAMIC HT  -         144.420 (meters)     473.82  (feet)  COMP
 FY1743  MODELED GRAV-     979,819.3   (mgal)                       NAVD 88
 FY1743
 FY1743  VERT ORDER  -  FIRST     CLASS II
 FY1743
 FY1743.The horizontal coordinates were scaled from a topographic map and have
 FY1743.an estimated accuracy of +/- 6 seconds.
 FY1743
 FY1743.The orthometric height was determined by differential leveling
 FY1743.and adjusted in June 1991.
 FY1743
 FY1743.The geoid height was determined by GEOID03.
 FY1743
 FY1743.The dynamic height is computed by dividing the NAVD 88
 FY1743.geopotential number by the normal gravity value computed on the
 FY1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1743.degrees latitude (g = 980.6199 gals.).
 FY1743
 FY1743.The modeled gravity was interpolated from observed gravity values.
 FY1743
 FY1743;                    North         East    Units  Estimated Accuracy
 FY1743;SPC NC       -   285,750.      654,800.      MT  (+/- 180 meters Scaled)
 FY1743
 FY1743                          SUPERSEDED SURVEY CONTROL
 FY1743
 FY1743  NGVD 29 (03/05/92)  144.818  (m)          475.12   (f) ADJUSTED    1 2
 FY1743
 FY1743.Superseded values are not recommended for survey control.
 FY1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1743.See file dsdata.txt to determine how the superseded data were derived.
 FY1743
 FY1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA247228(NAD 83)
 FY1743_MARKER: DB = BENCH MARK DISK
 FY1743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1743_SP_SET: STAINLESS STEEL ROD
 FY1743_STAMPING: A 201 1978
 FY1743_MARK LOGO: NGS   
 FY1743_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1743_ROD/PIPE-DEPTH: 2.74 meters
 FY1743
 FY1743  HISTORY     - Date     Condition        Report By
 FY1743  HISTORY     - 1978     MONUMENTED       NGS
 FY1743
 FY1743                          STATION DESCRIPTION
 FY1743
 FY1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1743'5.7 MI NW FROM HENDERSON.
 FY1743'ABOUT 2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILROAD FROM THE
 FY1743'STATION IN HENDERSON, AND THENCE 3.1 MILES WEST ALONG HIGHWAY 158,
 FY1743'TO A LARGE POWER LINE CROSSING, AND SET IN BETWEEN THE TWO POWER
 FY1743'POLES, 142.3 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 158,
 FY1743'11.5 FEET SOUTHWEST OF THE NORTHEASTERLY POWER POLE, AND 5.7 FEET
 FY1743'NORTHEAST OF THE SOUTHWESTERLY POWER POLE, NUMBER 255.
 FY1743'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 FY1743'THE MARK IS 6 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2339 ***********************************************************************
 FX2339  DESIGNATION -  A 210
 FX2339  PID         -  FX2339
 FX2339  STATE/COUNTY-  NC/CURRITUCK
 FX2339  USGS QUAD   -  MOYOCK (1986)
 FX2339
 FX2339                         *CURRENT SURVEY CONTROL
 FX2339  ___________________________________________________________________
 FX2339* NAD 83(1986)-  36 30 22.     (N)    076 09 16.     (W)     SCALED    
 FX2339* NAVD 88     -         1.931  (meters)       6.34   (feet)  ADJUSTED  
 FX2339  ___________________________________________________________________
 FX2339  GEOID HEIGHT-         -37.60  (meters)                     GEOID03
 FX2339  DYNAMIC HT  -           1.930 (meters)       6.33  (feet)  COMP
 FX2339  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 FX2339
 FX2339  VERT ORDER  -  FIRST     CLASS II
 FX2339
 FX2339.The horizontal coordinates were scaled from a topographic map and have
 FX2339.an estimated accuracy of +/- 6 seconds.
 FX2339
 FX2339.The orthometric height was determined by differential leveling
 FX2339.and adjusted in June 1991.
 FX2339
 FX2339.The geoid height was determined by GEOID03.
 FX2339
 FX2339.The dynamic height is computed by dividing the NAVD 88
 FX2339.geopotential number by the normal gravity value computed on the
 FX2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2339.degrees latitude (g = 980.6199 gals.).
 FX2339
 FX2339.The modeled gravity was interpolated from observed gravity values.
 FX2339
 FX2339;                    North         East    Units  Estimated Accuracy
 FX2339;SPC NC       -   309,420.      864,510.      MT  (+/- 180 meters Scaled)
 FX2339
 FX2339                          SUPERSEDED SURVEY CONTROL
 FX2339
 FX2339.No superseded survey control is available for this station.
 FX2339
 FX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF966407(NAD 83)
 FX2339_MARKER: DB = BENCH MARK DISK
 FX2339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2339_SP_SET: STAINLESS STEEL ROD
 FX2339_STAMPING: A 210 1979
 FX2339_MARK LOGO: NGS   
 FX2339_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2339+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 FX2339_ROD/PIPE-DEPTH: 8.53 meters
 FX2339
 FX2339  HISTORY     - Date     Condition        Report By
 FX2339  HISTORY     - 1979     MONUMENTED       NGS
 FX2339  HISTORY     - 1987     GOOD             USPSQD
 FX2339  HISTORY     - 20041103 SEE DESCRIPTION  NCGS
 FX2339
 FX2339                          STATION DESCRIPTION
 FX2339
 FX2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2339'1.8 MI SE FROM MOYOCK.
 FX2339'1.85 MILES SOUTHEAST ALONG N.C. 168 FROM THE POST OFFICE IN MOYOCK,
 FX2339',0.45 MILE NORTHWEST OF SOUTHERNMOST INTERSECTION OF LOOP AND SR 1215,
 FX2339'AND AT THE NORTH CORNER OF INTERSECTION OF DIRT ROAD AT THE
 FX2339'SOUTH EDGE OF TREES, 41.7 FEET NORTH OF NORTHEAST END OF 18 INCH
 FX2339'CONCRETE CULVERT, 265 FEET SOUTHWEST OF SOUTH RAIL, 49.9 FEET
 FX2339'NORTHEAST OF CENTERLINE STATE HIGHWAY 168, 36.2 FEET WEST-NORTHWEST OF
 FX2339'CENTERLINE OF DIRT ROAD, 4.1 WEST OF SOUTHWEST LEG OF SIGN (DRIVE IN),
 FX2339'AND 1.5 FEET NORTHWEST OF CONCRETE RIGHT OF WAY POST.
 FX2339'THE DATUM POINT IS A STANDARD NATIONAL GEODETIC SURVEY DISK FLUSH WITH
 FX2339'THE GROUND SURFACE ACCESSIBLE THROUGH A 4 INCH PLASTIC SCREW PLUG
 FX2339'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 FX2339'THE MARK IS 2 FT BELOW CENTERLINE OF HIGHWAY.
 FX2339
 FX2339                          STATION RECOVERY (1987)
 FX2339
 FX2339'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2339'RECOVERED IN GOOD CONDITION.
 FX2339
 FX2339                          STATION RECOVERY (2004)
 FX2339
 FX2339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2339'NOT FOUND PROBABLY DESTROYED BY THE CONSTRUCTION OF 4-LANE HIGHWAY.
 FX2339'REFERENCES HAVE CHANGED OR ARE GONE.  CENTERLINE REFERENCE OF NC 168
 FX2339'FALLS IN SLOPE OF DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2383 ***********************************************************************
 FX2383  DESIGNATION -  A 211
 FX2383  PID         -  FX2383
 FX2383  STATE/COUNTY-  NC/PERQUIMANS
 FX2383  USGS QUAD   -  NIXONTON (1982)
 FX2383
 FX2383                         *CURRENT SURVEY CONTROL
 FX2383  ___________________________________________________________________
 FX2383* NAD 83(1986)-  36 14 21.     (N)    076 20 09.     (W)     SCALED    
 FX2383* NAVD 88     -         2.566  (meters)       8.42   (feet)  ADJUSTED  
 FX2383  ___________________________________________________________________
 FX2383  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 FX2383  DYNAMIC HT  -           2.563 (meters)       8.41  (feet)  COMP
 FX2383  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 FX2383
 FX2383  VERT ORDER  -  FIRST     CLASS II
 FX2383
 FX2383.The horizontal coordinates were scaled from a topographic map and have
 FX2383.an estimated accuracy of +/- 6 seconds.
 FX2383
 FX2383.The orthometric height was determined by differential leveling
 FX2383.and adjusted in June 1991.
 FX2383
 FX2383.The geoid height was determined by GEOID03.
 FX2383
 FX2383.The dynamic height is computed by dividing the NAVD 88
 FX2383.geopotential number by the normal gravity value computed on the
 FX2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2383.degrees latitude (g = 980.6199 gals.).
 FX2383
 FX2383.The modeled gravity was interpolated from observed gravity values.
 FX2383
 FX2383;                    North         East    Units  Estimated Accuracy
 FX2383;SPC NC       -   279,350.      849,060.      MT  (+/- 180 meters Scaled)
 FX2383
 FX2383                          SUPERSEDED SURVEY CONTROL
 FX2383
 FX2383.No superseded survey control is available for this station.
 FX2383
 FX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF799113(NAD 83)
 FX2383_MARKER: DB = BENCH MARK DISK
 FX2383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2383_SP_SET: STAINLESS STEEL ROD
 FX2383_STAMPING: A 211 1979
 FX2383_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2383_ROD/PIPE-DEPTH: 5.79 meters
 FX2383
 FX2383  HISTORY     - Date     Condition        Report By
 FX2383  HISTORY     - 1979     MONUMENTED       NGS
 FX2383  HISTORY     - 1987     GOOD             USPSQD
 FX2383  HISTORY     - 19970105 GOOD             USPSQD
 FX2383
 FX2383                          STATION DESCRIPTION
 FX2383
 FX2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2383'8.1 MI NE FROM HERTFORD.
 FX2383'8.1 MILES NORTHEAST ALONG US HIGHWAY 17 FROM THE NORTH END OF US
 FX2383'HIGHWAY 17 BYPASS BRIDGE OVER PERQUIMANS RIVER IN HERTFORD, BESIDE
 FX2383'RIGHT-OF-WAY MARKER ON THE NORTH SIDE OF MEDIAN CROSSOVER, AND
 FX2383'0.35 MILE SOUTHWEST OF A BRIDGE AND PASQUOTANK/PERQUIMANS COUNTY
 FX2383'LINE, 66.0 FEET NORTHWEST OF CENTERLINE OF SOUTHBOUND LANES OF
 FX2383'HIGHWAY, 60.9 FEET SOUTHWEST OF A RIGHT-OF-WAY MARKER, 1.0 FEET
 FX2383'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 40.5 FEET SOUTH OF A 4 INCH
 FX2383'PINE WITH REFERENCE TAG AND 20.6 FEET EAST OF A 4 INCH PINE WITH
 FX2383'REFERENCE TAG.  THE DATUM POINT IS A STANDARD NATIONAL GEODETIC
 FX2383'SURVEY DISK FLUSH WITH THE GROUND SURFACE ACCESSIBLE THROUGH A 4
 FX2383'INCH PLASTIC SCREW PLUG.
 FX2383'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 FX2383'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2383
 FX2383                          STATION RECOVERY (1987)
 FX2383
 FX2383'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2383'RECOVERED IN GOOD CONDITION.
 FX2383
 FX2383                          STATION RECOVERY (1997)
 FX2383
 FX2383'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1464 ***********************************************************************
 EY1464  DESIGNATION -  A 212
 EY1464  PID         -  EY1464
 EY1464  STATE/COUNTY-  NC/BERTIE
 EY1464  USGS QUAD   -  WESTOVER (1978)
 EY1464
 EY1464                         *CURRENT SURVEY CONTROL
 EY1464  ___________________________________________________________________
 EY1464* NAD 83(1986)-  35 57 44.     (N)    076 44 56.     (W)     SCALED    
 EY1464* NAVD 88     -         9.899  (meters)      32.48   (feet)  ADJUSTED  
 EY1464  ___________________________________________________________________
 EY1464  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 EY1464  DYNAMIC HT  -           9.890 (meters)      32.45  (feet)  COMP
 EY1464  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 EY1464
 EY1464  VERT ORDER  -  FIRST     CLASS II
 EY1464
 EY1464.The horizontal coordinates were scaled from a topographic map and have
 EY1464.an estimated accuracy of +/- 6 seconds.
 EY1464
 EY1464.The orthometric height was determined by differential leveling
 EY1464.and adjusted in June 1991.
 EY1464
 EY1464.The geoid height was determined by GEOID03.
 EY1464
 EY1464.The dynamic height is computed by dividing the NAVD 88
 EY1464.geopotential number by the normal gravity value computed on the
 EY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1464.degrees latitude (g = 980.6199 gals.).
 EY1464
 EY1464.The modeled gravity was interpolated from observed gravity values.
 EY1464
 EY1464;                    North         East    Units  Estimated Accuracy
 EY1464;SPC NC       -   247,710.      812,640.      MT  (+/- 180 meters Scaled)
 EY1464
 EY1464                          SUPERSEDED SURVEY CONTROL
 EY1464
 EY1464.No superseded survey control is available for this station.
 EY1464
 EY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE422811(NAD 83)
 EY1464_MARKER: I = METAL ROD
 EY1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1464_SP_SET: STAINLESS STEEL ROD
 EY1464_STAMPING: A 212 1979
 EY1464_MARK LOGO: NCGS  
 EY1464_PROJECTION: FLUSH
 EY1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1464_ROD/PIPE-DEPTH: 13.4 meters
 EY1464
 EY1464  HISTORY     - Date     Condition        Report By
 EY1464  HISTORY     - 1979     MONUMENTED       NGS
 EY1464  HISTORY     - 1981     GOOD             NCGS
 EY1464
 EY1464                          STATION DESCRIPTION
 EY1464
 EY1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1464'3.6 MI SOUTH FROM MERRY HILL.
 EY1464'3.8 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH
 EY1464'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, ON EAST SIDE OF
 EY1464'HIGHWAY AT A ROAD CONNECTOR FROM STATE HIGHWAY 45 TO SECONDARY
 EY1464'ROUTE 1534 AND APPROXIMATELY 250 FEET SOUTH OF JUNCTION OF HIGHWAY
 EY1464'AND SECONDARY ROUTE 1534, 10.4 FEET SOUTH-SOUTHEAST OF CENTERLINE
 EY1464'OF CONNECTOR ROAD, 56.1 FEET EAST OF CENTERLINE OF HIGHWAY, 68.4
 EY1464'FEET SOUTHWEST OF CENTERLINE OF SECONDARY ROUTE 1534, 26.2 FEET
 EY1464'EAST OF SOUTH END OF A CULVERT AND 3.1 FEET NORTHWEST OF A 4 INCH
 EY1464'PINE WITH REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP
 EY1464'OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO
 EY1464'FLANGE WITH ACCESS COVER.
 EY1464'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 EY1464'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EY1464
 EY1464                          STATION RECOVERY (1981)
 EY1464
 EY1464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1492 ***********************************************************************
 EY1492  DESIGNATION -  A 213
 EY1492  PID         -  EY1492
 EY1492  STATE/COUNTY-  NC/BEAUFORT
 EY1492  USGS QUAD   -  WASHINGTON (1983)
 EY1492
 EY1492                         *CURRENT SURVEY CONTROL
 EY1492  ___________________________________________________________________
 EY1492* NAD 83(1986)-  35 32 23.     (N)    077 01 09.     (W)     SCALED    
 EY1492* NAVD 88     -         9.697  (meters)      31.81   (feet)  ADJUSTED  
 EY1492  ___________________________________________________________________
 EY1492  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY1492  DYNAMIC HT  -           9.689 (meters)      31.79  (feet)  COMP
 EY1492  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 EY1492  OBS GRAVITY -     979,759.4   (mgal)                       GRAV_OBS
 EY1492
 EY1492  VERT ORDER  -  FIRST     CLASS II
 EY1492
 EY1492.The horizontal coordinates were scaled from a topographic map and have
 EY1492.an estimated accuracy of +/- 6 seconds.
 EY1492
 EY1492.The orthometric height was determined by differential leveling
 EY1492.and adjusted in June 1991.
 EY1492
 EY1492.The geoid height was determined by GEOID03.
 EY1492
 EY1492.The dynamic height is computed by dividing the NAVD 88
 EY1492.geopotential number by the normal gravity value computed on the
 EY1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1492.degrees latitude (g = 980.6199 gals.).
 EY1492
 EY1492.The modeled gravity was interpolated from observed gravity values.
 EY1492.The observed gravity was obtained from relative gravimeter ties
 EY1492.to the IGSN71 gravity network.
 EY1492
 EY1492;                    North         East    Units  Estimated Accuracy
 EY1492;SPC NC       -   200,330.      789,200.      MT  (+/- 180 meters Scaled)
 EY1492
 EY1492                          SUPERSEDED SURVEY CONTROL
 EY1492
 EY1492.No superseded survey control is available for this station.
 EY1492
 EY1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE169347(NAD 83)
 EY1492_MARKER: I = METAL ROD
 EY1492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1492_SP_SET: STAINLESS STEEL ROD
 EY1492_STAMPING: A 213 1979
 EY1492_MARK LOGO: NGS   
 EY1492_PROJECTION: FLUSH
 EY1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1492_ROD/PIPE-DEPTH: 7.62 meters
 EY1492
 EY1492  HISTORY     - Date     Condition        Report By
 EY1492  HISTORY     - 1979     MONUMENTED       NGS
 EY1492  HISTORY     - 19860730 GOOD             NCGS
 EY1492  HISTORY     - 19870829 GOOD             USPSQD
 EY1492  HISTORY     - 1989     GOOD             USPSQD
 EY1492  HISTORY     - 1989     GOOD             USPSQD
 EY1492  HISTORY     - 20060312 GOOD             USPSQD
 EY1492
 EY1492                          STATION DESCRIPTION
 EY1492
 EY1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1492'2.3 MI EAST FROM WASHINGTON.
 EY1492'2.3 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17
 EY1492'IN WASHINGTON, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH
 EY1492'SR 1305, APPROXIMATELY 250 FEET NORTHWEST OF THE NORTHWEST CORNER
 EY1492'OF BEAUFORT COUNTY SCHOOL GARAGE, 73.3 FEET NORTHWEST OF SOUTH
 EY1492'END OF TRAFFIC ISLAND, 57.2 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 EY1492'79.4 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 16.0 FEET WEST OF
 EY1492'A POWER POLE 27, 1.3 FEET EAST OF BASE OF GUY WIRE AND 54.8 FEET
 EY1492'NORTHEAST OF NORTHEAST CORNER OF ABANDONED FRAME HOUSE.  THE DATUM
 EY1492'POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD
 EY1492'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1492'THE MARK IS 1 FT  W FROM A WITNESS POST.
 EY1492'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1492
 EY1492                          STATION RECOVERY (1986)
 EY1492
 EY1492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986
 EY1492'RECOVERED AS DESCRIBED.
 EY1492
 EY1492                          STATION RECOVERY (1987)
 EY1492
 EY1492'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY1492'RECOVERED IN GOOD CONDITION.
 EY1492
 EY1492                          STATION RECOVERY (1989)
 EY1492
 EY1492'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1492'RECOVERED IN GOOD CONDITION.
 EY1492
 EY1492                          STATION RECOVERY (1989)
 EY1492
 EY1492'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY1492'RECOVERED IN GOOD CONDITION.
 EY1492
 EY1492                          STATION RECOVERY (2006)
 EY1492
 EY1492'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1530 ***********************************************************************
 EY1530  DESIGNATION -  A 214
 EY1530  PID         -  EY1530
 EY1530  STATE/COUNTY-  NC/CRAVEN
 EY1530  USGS QUAD   -  NEW BERN (1994)
 EY1530
 EY1530                         *CURRENT SURVEY CONTROL
 EY1530  ___________________________________________________________________
 EY1530* NAD 83(1986)-  35 06 37.     (N)    077 03 50.     (W)     SCALED    
 EY1530* NAVD 88     -         3.894  (meters)      12.78   (feet)  ADJUSTED  
 EY1530  ___________________________________________________________________
 EY1530  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EY1530  DYNAMIC HT  -           3.890 (meters)      12.76  (feet)  COMP
 EY1530  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 EY1530
 EY1530  VERT ORDER  -  FIRST     CLASS II
 EY1530
 EY1530.The horizontal coordinates were scaled from a topographic map and have
 EY1530.an estimated accuracy of +/- 6 seconds.
 EY1530
 EY1530.The orthometric height was determined by differential leveling
 EY1530.and adjusted in June 1991.
 EY1530
 EY1530.The geoid height was determined by GEOID03.
 EY1530
 EY1530.The dynamic height is computed by dividing the NAVD 88
 EY1530.geopotential number by the normal gravity value computed on the
 EY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1530.degrees latitude (g = 980.6199 gals.).
 EY1530
 EY1530.The modeled gravity was interpolated from observed gravity values.
 EY1530
 EY1530;                    North         East    Units  Estimated Accuracy
 EY1530;SPC NC       -   152,620.      786,080.      MT  (+/- 180 meters Scaled)
 EY1530
 EY1530                          SUPERSEDED SURVEY CONTROL
 EY1530
 EY1530.No superseded survey control is available for this station.
 EY1530
 EY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD119872(NAD 83)
 EY1530_MARKER: I = METAL ROD
 EY1530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1530_SP_SET: STAINLESS STEEL ROD
 EY1530_STAMPING: A 214 1979
 EY1530_PROJECTION: FLUSH
 EY1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1530+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 EY1530_ROD/PIPE-DEPTH: 10.7 meters
 EY1530
 EY1530  HISTORY     - Date     Condition        Report By
 EY1530  HISTORY     - 1979     MONUMENTED       NGS
 EY1530  HISTORY     - 1979     GOOD             NCGS
 EY1530  HISTORY     - 19910210 GOOD             USPSQD
 EY1530  HISTORY     - 19960609 GOOD             USPSQD
 EY1530  HISTORY     - 20030130 GOOD             USPSQD
 EY1530  HISTORY     - 20050215 GOOD             USPSQD
 EY1530  HISTORY     - 20060323 GOOD             USPSQD
 EY1530
 EY1530                          STATION DESCRIPTION
 EY1530
 EY1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1530'IN NEW BERN.
 EY1530'IN NEW BERN AT THE INTERSECTION OF U.S. 17, U.S. 70 BUSINESS AND
 EY1530'N.C. 55, ON SOUTH SIDE OF INTERSECTION IN GRASSY ISLAND IN FRONT
 EY1530'OF A PHILLIPS 66 SERVICE STATION, 27.9 FEET SOUTH OF CENTERLINE
 EY1530'OF EASTBOUND LANES OF U.S. 17, 18.4 FEET EAST OF CENTERLINE DRIVE
 EY1530'TO SERVICE STATION, 49.6 FEET NORTHEAST OF NORTHEAST CORNER OF
 EY1530'TELEPHONE BOOTH CONCRETE BASE, 44.5 FEET NORTHWEST OF CENTER OF
 EY1530'METAL DROP INLET AND 1.1 FEET SOUTH OF TRAFFIC SIGNAL POLE.  THE
 EY1530'DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BEELOW A STANDARD
 EY1530'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1530'THE MARK IS 2.2 FT  S FROM A WITNESS POST.
 EY1530'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EY1530
 EY1530                          STATION RECOVERY (1979)
 EY1530
 EY1530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1530'RECOVERED IN GOOD CONDITION.
 EY1530
 EY1530                          STATION RECOVERY (1991)
 EY1530
 EY1530'RECOVERY NOTE BY US POWER SQUADRON 1991 (WER)
 EY1530'RECOVERED IN GOOD CONDITION.
 EY1530
 EY1530                          STATION RECOVERY (1996)
 EY1530
 EY1530'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1530'RECOVERED IN GOOD CONDITION.
 EY1530
 EY1530                          STATION RECOVERY (2003)
 EY1530
 EY1530'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR)
 EY1530'RECOVERED IN GOOD CONDITION.
 EY1530
 EY1530                          STATION RECOVERY (2005)
 EY1530
 EY1530'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1530'RECOVERED IN GOOD CONDITION.
 EY1530
 EY1530                          STATION RECOVERY (2006)
 EY1530
 EY1530'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1203 ***********************************************************************
 EA1203  DESIGNATION -  A 215
 EA1203  PID         -  EA1203
 EA1203  STATE/COUNTY-  NC/ONSLOW
 EA1203  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA1203
 EA1203                         *CURRENT SURVEY CONTROL
 EA1203  ___________________________________________________________________
 EA1203* NAD 83(1986)-  34 38 09.     (N)    077 28 47.     (W)     SCALED    
 EA1203* NAVD 88     -        18.480  (meters)      60.63   (feet)  ADJUSTED  
 EA1203  ___________________________________________________________________
 EA1203  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA1203  DYNAMIC HT  -          18.462 (meters)      60.57  (feet)  COMP
 EA1203  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 EA1203
 EA1203  VERT ORDER  -  FIRST     CLASS II
 EA1203
 EA1203.The horizontal coordinates were scaled from a topographic map and have
 EA1203.an estimated accuracy of +/- 6 seconds.
 EA1203
 EA1203.The orthometric height was determined by differential leveling
 EA1203.and adjusted in June 1991.
 EA1203
 EA1203.The geoid height was determined by GEOID03.
 EA1203
 EA1203.The dynamic height is computed by dividing the NAVD 88
 EA1203.geopotential number by the normal gravity value computed on the
 EA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1203.degrees latitude (g = 980.6199 gals.).
 EA1203
 EA1203.The modeled gravity was interpolated from observed gravity values.
 EA1203
 EA1203;                    North         East    Units  Estimated Accuracy
 EA1203;SPC NC       -    99,330.      748,980.      MT  (+/- 180 meters Scaled)
 EA1203
 EA1203                          SUPERSEDED SURVEY CONTROL
 EA1203
 EA1203.No superseded survey control is available for this station.
 EA1203
 EA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD726354(NAD 83)
 EA1203_MARKER: I = METAL ROD
 EA1203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1203_SP_SET: STAINLESS STEEL ROD
 EA1203_STAMPING: A 215 1979
 EA1203_PROJECTION: FLUSH
 EA1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1203_ROD/PIPE-DEPTH: 16.8 meters
 EA1203
 EA1203  HISTORY     - Date     Condition        Report By
 EA1203  HISTORY     - 1979     MONUMENTED       NGS
 EA1203
 EA1203                          STATION DESCRIPTION
 EA1203
 EA1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EA1203'2.3 MI SOUTH FROM VERONA.
 EA1203'3.35 MILES NORTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1203'AT DIXON SCHOOL, IN THE SOUTHEAST QUADRANT OF JUNCTION WITH A
 EA1203'USMC RESERVATION COMBAT RANGE ROAD AND BESIDE A STONES BAY
 EA1203'HISTORICAL MONUMENT, 69.7 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EA1203'42.5 FEET SOUTHWEST OF CENTERLINE OF ROAD, 3.7 FEET NORTH OF NORTH
 EA1203'CORNER OF MONUMENT AND 73.9 FEET NORTHEAST OF POWER POLE K 162
 EA1203'WITH REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP OF A
 EA1203'ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE
 EA1203'WITH ACCESS COVER.
 EA1203'THE MARK IS 1.4 FT  NW FROM A WITNESS POST.
 EA1203'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1383 ***********************************************************************
 EB1383  DESIGNATION -  A 216
 EB1383  PID         -  EB1383
 EB1383  STATE/COUNTY-  NC/BRUNSWICK
 EB1383  USGS QUAD   -  
 EB1383
 EB1383                         *CURRENT SURVEY CONTROL
 EB1383  ___________________________________________________________________
 EB1383* NAD 83(1986)-  33 11 13.     (N)    078 04 20.     (W)     SCALED    
 EB1383* NAVD 88     -         3.500  (meters)      11.48   (feet)  ADJUSTED  
 EB1383  ___________________________________________________________________
 EB1383  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EB1383  DYNAMIC HT  -           3.496 (meters)      11.47  (feet)  COMP
 EB1383  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 EB1383
 EB1383  VERT ORDER  -  FIRST     CLASS II
 EB1383
 EB1383.The horizontal coordinates were scaled from a topographic map and have
 EB1383.an estimated accuracy of +/- 6 seconds.
 EB1383
 EB1383.The orthometric height was determined by differential leveling
 EB1383.and adjusted in June 1991.
 EB1383
 EB1383.The geoid height was determined by GEOID03.
 EB1383
 EB1383.The dynamic height is computed by dividing the NAVD 88
 EB1383.geopotential number by the normal gravity value computed on the
 EB1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1383.degrees latitude (g = 980.6199 gals.).
 EB1383
 EB1383.The modeled gravity was interpolated from observed gravity values.
 EB1383
 EB1383;                    North         East    Units  Estimated Accuracy
 EB1383;SPC NC       -   -62,050.      696,170.      MT  (+/- 180 meters Scaled)
 EB1383
 EB1383                          SUPERSEDED SURVEY CONTROL
 EB1383
 EB1383  NGVD 29 (10/06/93)    3.824  (m)           12.55   (f) ADJUSTED    1 2
 EB1383
 EB1383.Superseded values are not recommended for survey control.
 EB1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1383.See file dsdata.txt to determine how the superseded data were derived.
 EB1383
 EB1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQS729758(NAD 83)
 EB1383_MARKER: F = FLANGE-ENCASED ROD
 EB1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1383_SP_SET: STAINLESS STEEL ROD
 EB1383_STAMPING: A 216 1979
 EB1383_MARK LOGO: NGS   
 EB1383_PROJECTION: FLUSH
 EB1383_MAGNETIC: I = MARKER IS A STEEL ROD
 EB1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1383+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 EB1383_ROD/PIPE-DEPTH: 6.10 meters
 EB1383
 EB1383  HISTORY     - Date     Condition        Report By
 EB1383  HISTORY     - 1979     MONUMENTED       NGS
 EB1383  HISTORY     - 1985     GOOD             USPSQD
 EB1383  HISTORY     - 19980929 GOOD             NCGS
 EB1383  HISTORY     - 19980929 GOOD             NCGS
 EB1383  HISTORY     - 20010627 GOOD             USPSQD
 EB1383
 EB1383                          STATION DESCRIPTION
 EB1383
 EB1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1383'3.2 MI NNE FROM WINNABOW.
 EB1383'3.75 MILES NORTHEAST ALONG U.S. 17 FROM THE POST OFFICE AT
 EB1383'WINNABOW, ON RIGHT AT A WHITE FRAME HOUSE AND 0.15 MILE SOUTHWEST
 EB1383'OF THE SR 1414 JUNCTION, 84.9 FEET SOUTHAST OF SOUTHEAST OF EDGE
 EB1383'OF PAVEMENT OF NORTHBOUND LANES OF HIGHWAY, 63.4 FEET NORTHWEST
 EB1383'OF NORTHEAST CORNER OF HOUSE, 62.3 FEET NORTH OF NORTHWEST CORNER
 EB1383'OF HOUSE, 73.7 FEET SOUTHWEST OF POWER POLE 134A WITH REFERENCE
 EB1383'TAG, 1.0 FEET NORTHEAST OF A RIGHT-OF-WAY MARKER AND 1.4 FEET
 EB1383'EAST OF A FENCE POST.  THE DATUM POINT IS A STEEL KNOB ON TOP OF
 EB1383'A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE
 EB1383'WITH ACCESS COVER.
 EB1383'THE MARK IS 0.7 FT  W FROM A WITNESS POST.
 EB1383'THE MARK IS 3 FT BELOW HIGHWAY.
 EB1383
 EB1383                          STATION RECOVERY (1985)
 EB1383
 EB1383'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1383'RECOVERED IN GOOD CONDITION.
 EB1383
 EB1383                          STATION RECOVERY (1998)
 EB1383
 EB1383'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1383'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED AT WHITE
 EB1383'FRAME HOUSE NUMBER 7700 AND 1.4 FEET (0.4 M) EAST OF A FENCE POST WITH
 EB1383'REFERENCE TAG.  THE STATION IS ABOUT 4.0-FEET LOWER THAN U.S. 17.
 EB1383
 EB1383                          STATION RECOVERY (1998)
 EB1383
 EB1383'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1383'RECOVERED AS DESCRIBED.
 EB1383
 EB1383                          STATION RECOVERY (2001)
 EB1383
 EB1383'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1538 ***********************************************************************
 EB1538  DESIGNATION -  A 217
 EB1538  PID         -  EB1538
 EB1538  STATE/COUNTY-  NC/COLUMBUS
 EB1538  USGS QUAD   -  WHITEVILLE (1987)
 EB1538
 EB1538                         *CURRENT SURVEY CONTROL
 EB1538  ___________________________________________________________________
 EB1538* NAD 83(1986)-  34 19 27.     (N)    078 43 07.     (W)     SCALED    
 EB1538* NAVD 88     -        17.430  (meters)      57.18   (feet)  ADJUSTED  
 EB1538  ___________________________________________________________________
 EB1538  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EB1538  DYNAMIC HT  -          17.413 (meters)      57.13  (feet)  COMP
 EB1538  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EB1538
 EB1538  VERT ORDER  -  FIRST     CLASS II
 EB1538
 EB1538.The horizontal coordinates were scaled from a topographic map and have
 EB1538.an estimated accuracy of +/- 6 seconds.
 EB1538
 EB1538.The orthometric height was determined by differential leveling
 EB1538.and adjusted in June 1991.
 EB1538
 EB1538.The geoid height was determined by GEOID03.
 EB1538
 EB1538.The dynamic height is computed by dividing the NAVD 88
 EB1538.geopotential number by the normal gravity value computed on the
 EB1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1538.degrees latitude (g = 980.6199 gals.).
 EB1538
 EB1538.The modeled gravity was interpolated from observed gravity values.
 EB1538
 EB1538;                    North         East    Units  Estimated Accuracy
 EB1538;SPC NC       -    63,730.      635,500.      MT  (+/- 180 meters Scaled)
 EB1538
 EB1538                          SUPERSEDED SURVEY CONTROL
 EB1538
 EB1538  NGVD 29 (10/06/93)   17.736  (m)           58.19   (f) ADJUSTED    1 2
 EB1538
 EB1538.Superseded values are not recommended for survey control.
 EB1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1538.See file dsdata.txt to determine how the superseded data were derived.
 EB1538
 EB1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU098004(NAD 83)
 EB1538_MARKER: F = FLANGE-ENCASED ROD
 EB1538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1538_SP_SET: STAINLESS STEEL ROD
 EB1538_STAMPING: A 217 1979
 EB1538_MARK LOGO: NGS   
 EB1538_PROJECTION: FLUSH
 EB1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1538+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 EB1538_ROD/PIPE-DEPTH: 9.14 meters
 EB1538
 EB1538  HISTORY     - Date     Condition        Report By
 EB1538  HISTORY     - 1979     MONUMENTED       NGS
 EB1538  HISTORY     - 19981104 GOOD             NCGS
 EB1538
 EB1538                          STATION DESCRIPTION
 EB1538
 EB1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1538'IN WHITEVILLE.
 EB1538'0.6 MILE WEST ALONG VIRGIL STREET (SR 1437) FROM THE JUNCTION
 EB1538'WITH U.S. 701 BYPASS IN WHITEVILLE, ON SOUTH SIDE OF ROAD AT
 EB1538'FCX FACILITY AND IN SIDE OF THE SECURITY FENCE AT BASE OF FCX
 EB1538'SIGN, 34.5 FEET SOUTH OF CENTERLINE OF ROAD, 1.7 FEET NORTH OF
 EB1538'BASE OF SIGN, 3.2 FEET SOUTH OF FENCE AND 25.6 FEET EAST OF POST
 EB1538'WITH REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP OF
 EB1538'A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO
 EB1538'FLANGE WITH ACCESS COVER.
 EB1538'THE MARK IS 1 FT BELOW ROAD.
 EB1538
 EB1538                          STATION RECOVERY (1998)
 EB1538
 EB1538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EJH)
 EB1538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1935 ***********************************************************************
 EZ1935  DESIGNATION -  A 218
 EZ1935  PID         -  EZ1935
 EZ1935  STATE/COUNTY-  NC/WAKE
 EZ1935  USGS QUAD   -  RALEIGH WEST (1988)
 EZ1935
 EZ1935                         *CURRENT SURVEY CONTROL
 EZ1935  ___________________________________________________________________
 EZ1935* NAD 83(1986)-  35 47 29.     (N)    078 38 08.     (W)     SCALED    
 EZ1935* NAVD 88     -        98.136  (meters)     321.97   (feet)  ADJUSTED  
 EZ1935  ___________________________________________________________________
 EZ1935  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 EZ1935  DYNAMIC HT  -          98.051 (meters)     321.69  (feet)  COMP
 EZ1935  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 EZ1935
 EZ1935  VERT ORDER  -  FIRST     CLASS II
 EZ1935
 EZ1935.The horizontal coordinates were scaled from a topographic map and have
 EZ1935.an estimated accuracy of +/- 6 seconds.
 EZ1935
 EZ1935.The orthometric height was determined by differential leveling
 EZ1935.and adjusted in June 1991.
 EZ1935
 EZ1935.The geoid height was determined by GEOID03.
 EZ1935
 EZ1935.The dynamic height is computed by dividing the NAVD 88
 EZ1935.geopotential number by the normal gravity value computed on the
 EZ1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1935.degrees latitude (g = 980.6199 gals.).
 EZ1935
 EZ1935.The modeled gravity was interpolated from observed gravity values.
 EZ1935
 EZ1935;                    North         East    Units  Estimated Accuracy
 EZ1935;SPC NC       -   226,520.      642,540.      MT  (+/- 180 meters Scaled)
 EZ1935
 EZ1935                          SUPERSEDED SURVEY CONTROL
 EZ1935
 EZ1935  NGVD 29 (03/05/92)   98.418  (m)          322.89   (f) ADJUSTED    1 2
 EZ1935
 EZ1935.Superseded values are not recommended for survey control.
 EZ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1935.See file dsdata.txt to determine how the superseded data were derived.
 EZ1935
 EZ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV136633(NAD 83)
 EZ1935_MARKER: I = METAL ROD
 EZ1935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ1935_SP_SET: STAINLESS STEEL ROD
 EZ1935_STAMPING: A 218 1980
 EZ1935_PROJECTION: FLUSH
 EZ1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ1935+STABILITY: POSITION/ELEVATION WELL
 EZ1935_ROD/PIPE-DEPTH: 4.88 meters
 EZ1935
 EZ1935  HISTORY     - Date     Condition        Report By
 EZ1935  HISTORY     - 1980     MONUMENTED       NGS
 EZ1935  HISTORY     - 20021127 MARK NOT FOUND   INDIV
 EZ1935  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 EZ1935  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 EZ1935
 EZ1935                          STATION DESCRIPTION
 EZ1935
 EZ1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ1935'IN RALEIGH.
 EZ1935'ONE BLOCK NORTH AND EAST OF THE NORTHEAST CORNER OF PEACE COLLEGE
 EZ1935'CAMPUS AND 0.5 MILE NORTH ALONG BLOUNT STREET AT JUNCTION WITH
 EZ1935'DELWAY STREET AND THE WAKE FOREST ROAD CONNECTOR IN THE
 EZ1935'TRIANGULAR ISLAND, 14.9 FEET NORTH OF NORTH CURB OF DOUBLE
 EZ1935'TRAFFIC LANES, 22.3 FEET SOUTH OF SOUTH CURB OF SINGLE LANE, 57.2
 EZ1935'FEET EAST OF EAST CURB OF SINGLE LANE (BLOUNT STREET), 34.8 FEET
 EZ1935'EAST OF A FIRE HYDRANT IN TRIANGLE, 41.2 FEET EAST OF A BELL
 EZ1935'SYSTEM MANHOLE COVER, 26.5 FEET SOUTHEAST OF TELEPHONE POLE WITH
 EZ1935'REFERENCE TAG, 22.3 FEET WEST OF TELEPHONE POLE WITH REFERENCE
 EZ1935'TAG AND 61.6 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG.
 EZ1935'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW
 EZ1935'A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ1935'THE MARK IS ABOVE LEVEL WITH STREETS.
 EZ1935
 EZ1935                          STATION RECOVERY (2002)
 EZ1935
 EZ1935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 EZ1935'THERE IS A HOLE IN THE GROUND, APPROXIMATELY 10 INCHES IN DIAMETER AND
 EZ1935'AT LEAST A FOOT DEEP, AT THE POINT WHERE THIS MARK SHOULD BE, OR WAS,
 EZ1935'LOCATED.
 EZ1935
 EZ1935                          STATION RECOVERY (2004)
 EZ1935
 EZ1935'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1935'MARK NOT FOUND.
 EZ1935
 EZ1935                          STATION RECOVERY (2005)
 EZ1935
 EZ1935'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ1935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2090 ***********************************************************************
 EZ2090  DESIGNATION -  A 219
 EZ2090  PID         -  EZ2090
 EZ2090  STATE/COUNTY-  NC/MOORE
 EZ2090  USGS QUAD   -  VASS (1974)
 EZ2090
 EZ2090                         *CURRENT SURVEY CONTROL
 EZ2090  ___________________________________________________________________
 EZ2090* NAD 83(1986)-  35 19 39.     (N)    079 15 48.     (W)     SCALED    
 EZ2090* NAVD 88     -       113.209  (meters)     371.42   (feet)  ADJUSTED  
 EZ2090  ___________________________________________________________________
 EZ2090  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EZ2090  DYNAMIC HT  -         113.109 (meters)     371.09  (feet)  COMP
 EZ2090  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 EZ2090  OBS GRAVITY -     979,756.3   (mgal)                       GRAV_OBS
 EZ2090
 EZ2090  VERT ORDER  -  FIRST     CLASS II
 EZ2090
 EZ2090.The horizontal coordinates were scaled from a topographic map and have
 EZ2090.an estimated accuracy of +/- 6 seconds.
 EZ2090
 EZ2090.The orthometric height was determined by differential leveling
 EZ2090.and adjusted in June 1991.
 EZ2090
 EZ2090.The geoid height was determined by GEOID03.
 EZ2090
 EZ2090.The dynamic height is computed by dividing the NAVD 88
 EZ2090.geopotential number by the normal gravity value computed on the
 EZ2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2090.degrees latitude (g = 980.6199 gals.).
 EZ2090
 EZ2090.The modeled gravity was interpolated from observed gravity values.
 EZ2090.The observed gravity was obtained from relative gravimeter ties
 EZ2090.to the IGSN71 gravity network.
 EZ2090
 EZ2090;                    North         East    Units  Estimated Accuracy
 EZ2090;SPC NC       -   175,020.      585,660.      MT  (+/- 180 meters Scaled)
 EZ2090
 EZ2090                          SUPERSEDED SURVEY CONTROL
 EZ2090
 EZ2090  NGVD 29 (10/06/93)  113.449  (m)          372.21   (f) ADJUSTED    1 2
 EZ2090
 EZ2090.Superseded values are not recommended for survey control.
 EZ2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2090.See file dsdata.txt to determine how the superseded data were derived.
 EZ2090
 EZ2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV578107(NAD 83)
 EZ2090_MARKER: I = METAL ROD
 EZ2090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2090_SP_SET: STAINLESS STEEL ROD
 EZ2090_STAMPING: A 219 1980
 EZ2090_PROJECTION: FLUSH
 EZ2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2090+STABILITY: POSITION/ELEVATION WELL
 EZ2090_ROD/PIPE-DEPTH: 9.14 meters
 EZ2090
 EZ2090  HISTORY     - Date     Condition        Report By
 EZ2090  HISTORY     - 1980     MONUMENTED       NGS
 EZ2090
 EZ2090                          STATION DESCRIPTION
 EZ2090
 EZ2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2090'0.5 MI WEST FROM CAMERON.
 EZ2090'ON WEST SIDE OF CAMERON, APPROXIMATELY 300 FEET NORTH OF N.C. 24-27
 EZ2090'OVERPASS OF U.S. 1, ACROSS PAVED RAMP FROM A GRASSY TRIANGLE ON WEST
 EZ2090'SIDE OF U.S. 1, 150.6 FEET NORTHWEST OF HIGHWAY CENTERLINE, 66.4 FEET
 EZ2090'NORTH OF ACCESS ROAD, 106.9 FEET NORTHWEST OF--SCHOOL--NCGS TRAVERSE
 EZ2090'STATION AND 22.9 FEET SOUTHWEST OF 18 INCH PINE WITH REFERENCE TAG.
 EZ2090'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A
 EZ2090'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2090'THE MARK IS 0.9 FT  S FROM A WITNESS POST.
 EZ2090'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2026 ***********************************************************************
 EZ2026  DESIGNATION -  A 220
 EZ2026  PID         -  EZ2026
 EZ2026  STATE/COUNTY-  NC/CUMBERLAND
 EZ2026  USGS QUAD   -  OVERHILLS (1971)
 EZ2026
 EZ2026                         *CURRENT SURVEY CONTROL
 EZ2026  ___________________________________________________________________
 EZ2026* NAD 83(1986)-  35 12 09.     (N)    079 00 42.     (W)     SCALED    
 EZ2026* NAVD 88     -        54.420  (meters)     178.54   (feet)  ADJUSTED  
 EZ2026  ___________________________________________________________________
 EZ2026  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EZ2026  DYNAMIC HT  -          54.370 (meters)     178.38  (feet)  COMP
 EZ2026  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 EZ2026
 EZ2026  VERT ORDER  -  FIRST     CLASS II
 EZ2026
 EZ2026.The horizontal coordinates were scaled from a topographic map and have
 EZ2026.an estimated accuracy of +/- 6 seconds.
 EZ2026
 EZ2026.The orthometric height was determined by differential leveling
 EZ2026.and adjusted in June 1991.
 EZ2026
 EZ2026.The geoid height was determined by GEOID03.
 EZ2026
 EZ2026.The dynamic height is computed by dividing the NAVD 88
 EZ2026.geopotential number by the normal gravity value computed on the
 EZ2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2026.degrees latitude (g = 980.6199 gals.).
 EZ2026
 EZ2026.The modeled gravity was interpolated from observed gravity values.
 EZ2026
 EZ2026;                    North         East    Units  Estimated Accuracy
 EZ2026;SPC NC       -   161,130.      608,540.      MT  (+/- 180 meters Scaled)
 EZ2026
 EZ2026                          SUPERSEDED SURVEY CONTROL
 EZ2026
 EZ2026  NGVD 29 (10/06/93)   54.664  (m)          179.34   (f) ADJUSTED    1 2
 EZ2026
 EZ2026.Superseded values are not recommended for survey control.
 EZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2026.See file dsdata.txt to determine how the superseded data were derived.
 EZ2026
 EZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU810973(NAD 83)
 EZ2026_MARKER: I = METAL ROD
 EZ2026_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2026_SP_SET: STAINLESS STEEL ROD
 EZ2026_STAMPING: A 220 1980
 EZ2026_PROJECTION: FLUSH
 EZ2026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2026+STABILITY: POSITION/ELEVATION WELL
 EZ2026_ROD/PIPE-DEPTH: 7.62 meters
 EZ2026
 EZ2026  HISTORY     - Date     Condition        Report By
 EZ2026  HISTORY     - 1980     MONUMENTED       NGS
 EZ2026
 EZ2026                          STATION DESCRIPTION
 EZ2026
 EZ2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2026'3.2 MI NW FROM SPRING LAKE.
 EZ2026'0.85 MILE WEST ALONG SR 1001 FROM INTERSECTION WITH N.C. 24-87 AT
 EZ2026'MANCHESTER, THENCE NORTHWEST ALONG WOODS AND FARM ROAD FOR 0.65 MILE
 EZ2026'TO CROSSING OF AN ABANDONED RAILROAD BED, ON NORTH SIDE OF CROSSING,
 EZ2026'39.5 FEET NORTHEAST OF CENTERLINE OF RAILROAD BED, 44.0 FEET NORTHWEST
 EZ2026'OF CENTERLINE OF ROAD, 8.7 FEET NORTHWEST OF 10 INCH OAK WITH
 EZ2026'REFERENCE TAG, 21.2 FEET WEST OF 18 INCH OAK WITH REFERENCE TAG,
 EZ2026'21.9 FEET SOUTH-SOUTHWEST OF 12 INCH OAK WITH REFERENCE TAG AND 1.4
 EZ2026'FEET SOUTHEAST OF PROPERTY CORNER POST.  THE DATUM POINT IS A STEEL
 EZ2026'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC
 EZ2026'SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2026'THE MARK IS 1.7 FT  NW FROM A WITNESS POST.
 EZ2026'THE MARK IS 2 FT ABOVE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1419 ***********************************************************************
 EB1419  DESIGNATION -  A 221
 EB1419  PID         -  EB1419
 EB1419  STATE/COUNTY-  NC/SAMPSON
 EB1419  USGS QUAD   -  BONNETSVILLE (1986)
 EB1419
 EB1419                         *CURRENT SURVEY CONTROL
 EB1419  ___________________________________________________________________
 EB1419* NAD 83(1986)-  34 53 00.     (N)    078 26 50.     (W)     SCALED    
 EB1419* NAVD 88     -        31.870  (meters)     104.56   (feet)  ADJUSTED  
 EB1419  ___________________________________________________________________
 EB1419  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EB1419  DYNAMIC HT  -          31.840 (meters)     104.46  (feet)  COMP
 EB1419  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EB1419
 EB1419  VERT ORDER  -  FIRST     CLASS II
 EB1419
 EB1419.The horizontal coordinates were scaled from a topographic map and have
 EB1419.an estimated accuracy of +/- 6 seconds.
 EB1419
 EB1419.The orthometric height was determined by differential leveling
 EB1419.and adjusted in June 1991.
 EB1419
 EB1419.The geoid height was determined by GEOID03.
 EB1419
 EB1419.The dynamic height is computed by dividing the NAVD 88
 EB1419.geopotential number by the normal gravity value computed on the
 EB1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1419.degrees latitude (g = 980.6199 gals.).
 EB1419
 EB1419.The modeled gravity was interpolated from observed gravity values.
 EB1419
 EB1419;                    North         East    Units  Estimated Accuracy
 EB1419;SPC NC       -   125,860.      660,130.      MT  (+/- 180 meters Scaled)
 EB1419
 EB1419                          SUPERSEDED SURVEY CONTROL
 EB1419
 EB1419  NGVD 29 (10/06/93)   32.139  (m)          105.44   (f) ADJUSTED    1 2
 EB1419
 EB1419.Superseded values are not recommended for survey control.
 EB1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1419.See file dsdata.txt to determine how the superseded data were derived.
 EB1419
 EB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU333630(NAD 83)
 EB1419_MARKER: I = METAL ROD
 EB1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1419_SP_SET: STAINLESS STEEL ROD
 EB1419_STAMPING: A 221 1980
 EB1419_PROJECTION: FLUSH
 EB1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1419+STABILITY: POSITION/ELEVATION WELL
 EB1419_ROD/PIPE-DEPTH: 9.14 meters
 EB1419
 EB1419  HISTORY     - Date     Condition        Report By
 EB1419  HISTORY     - 1980     MONUMENTED       NGS
 EB1419  HISTORY     - 1985     GOOD             USPSQD
 EB1419
 EB1419                          STATION DESCRIPTION
 EB1419
 EB1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1419'6.1 MI SSE FROM ROSEBORO.
 EB1419'5.65 MILES SOUTHEAST ALONG N.C. 411 FROM INTERSECTION OF N.C. 242
 EB1419'OF ROSEBORO, AT MCDANIEL CROSSROADS ON SOUTH SIDE OF INTERSECTION
 EB1419'44.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 97.0 FEET SOUTHEAST OF
 EB1419'CENTERLINE OF SR 1214, 51.9 FEET NORTH OF NORTH CORNER OF BLOCK STORE
 EB1419'BUILDING, 1.4 FEET SOUTHWEST OF POWER SERVICE POLE WITH REFERENCE TAG
 EB1419'AND 54.7 FEET NORTHWEST OF NORTH CORNER OF GAS PUMP BASE.  THE DATUM
 EB1419'POINT IS STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL
 EB1419'GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EB1419'THE MARK IS 1 FT ABOVE HIGHWAY.
 EB1419
 EB1419                          STATION RECOVERY (1985)
 EB1419
 EB1419'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1467 ***********************************************************************
 EB1467  DESIGNATION -  A 222
 EB1467  PID         -  EB1467
 EB1467  STATE/COUNTY-  NC/PENDER
 EB1467  USGS QUAD   -  CURRIE (1988)
 EB1467
 EB1467                         *CURRENT SURVEY CONTROL
 EB1467  ___________________________________________________________________
 EB1467* NAD 83(1986)-  34 27 28.     (N)    078 06 33.     (W)     SCALED    
 EB1467* NAVD 88     -         8.300  (meters)      27.23   (feet)  ADJUSTED  
 EB1467  ___________________________________________________________________
 EB1467  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 EB1467  DYNAMIC HT  -           8.293 (meters)      27.21  (feet)  COMP
 EB1467  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EB1467
 EB1467  VERT ORDER  -  FIRST     CLASS II
 EB1467
 EB1467.The horizontal coordinates were scaled from a topographic map and have
 EB1467.an estimated accuracy of +/- 6 seconds.
 EB1467
 EB1467.The orthometric height was determined by differential leveling
 EB1467.and adjusted in June 1991.
 EB1467
 EB1467.The geoid height was determined by GEOID03.
 EB1467
 EB1467.The dynamic height is computed by dividing the NAVD 88
 EB1467.geopotential number by the normal gravity value computed on the
 EB1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1467.degrees latitude (g = 980.6199 gals.).
 EB1467
 EB1467.The modeled gravity was interpolated from observed gravity values.
 EB1467
 EB1467;                    North         East    Units  Estimated Accuracy
 EB1467;SPC NC       -    78,880.      691,450.      MT  (+/- 180 meters Scaled)
 EB1467
 EB1467                          SUPERSEDED SURVEY CONTROL
 EB1467
 EB1467  NGVD 29 (10/06/93)    8.578  (m)           28.14   (f) ADJUSTED    1 2
 EB1467
 EB1467.Superseded values are not recommended for survey control.
 EB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1467.See file dsdata.txt to determine how the superseded data were derived.
 EB1467
 EB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU655167(NAD 83)
 EB1467_MARKER: I = METAL ROD
 EB1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1467_SP_SET: STAINLESS STEEL ROD
 EB1467_STAMPING: A 222 1980
 EB1467_PROJECTION: FLUSH
 EB1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1467+STABILITY: POSITION/ELEVATION WELL
 EB1467_ROD/PIPE-DEPTH: 13.7 meters
 EB1467
 EB1467  HISTORY     - Date     Condition        Report By
 EB1467  HISTORY     - 1980     MONUMENTED       NGS
 EB1467
 EB1467                          STATION DESCRIPTION
 EB1467
 EB1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1467'0.6 MI SW FROM CURRIE.
 EB1467'0.6 MILE SOUTHWEST ALONG N.C. 210 FROM INTERSECTION WITH SR 1120 AT
 EB1467'POST OFFICE IN CURRIE, THENCE 0.1 MILE SOUTH INTO MOORES CREEK
 EB1467'NATIONAL MILITARY PARK, DIRECTLY ACROSS DRIVE FROM THE VISITORS CENTER
 EB1467'BUILDING, 66.9 FEET SOUTHEAST OF CENTER OF DOUBLE DOORS, 86.1 FEET
 EB1467'SOUTH OF SOUTHEAST CORNER OF BUILDING, 64.5 FEET EAST OF SOUTHWEST
 EB1467'CORNER OF BUILDING, 9.4 FEET SOUTHEAST OF SOUTHEAST CURB OF DRIVE,
 EB1467'15.5 FEET NORTH OF 12 INCH OAK, 21.7 FEET WEST OF 15 INCH OAK AND 40.7
 EB1467'FEET NORTHWEST OF 24 INCH PINE.  THE DATUM POINT IS A STEEL KNOB ON TO
 EB1467'OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO
 EB1467'FLANGE WITH ACCESS COVER.
 EB1467'THE MARK IS 2 FT ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0558 ***********************************************************************
 EY0558  DESIGNATION -  A 222
 EY0558  PID         -  EY0558
 EY0558  STATE/COUNTY-  NC/MARTIN
 EY0558  USGS QUAD   -  WILLIAMSTON (1982)
 EY0558
 EY0558                         *CURRENT SURVEY CONTROL
 EY0558  ___________________________________________________________________
 EY0558* NAD 83(1986)-  35 46 33.     (N)    077 04 02.     (W)     SCALED    
 EY0558* NAVD 88     -        16.646  (meters)      54.61   (feet)  POSTED    
 EY0558  ___________________________________________________________________
 EY0558  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EY0558  DYNAMIC HT  -          16.630 (meters)      54.56  (feet)  COMP
 EY0558  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 EY0558
 EY0558  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0558
 EY0558.The horizontal coordinates were scaled from a topographic map and have
 EY0558.an estimated accuracy of +/- 6 seconds.
 EY0558
 EY0558.The orthometric height was determined by differential leveling
 EY0558.and adjusted by the  in 1992.
 EY0558.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0558.rate of 0.0 thru 1.0 mm/km.
 EY0558
 EY0558.The geoid height was determined by GEOID03.
 EY0558
 EY0558.The dynamic height is computed by dividing the NAVD 88
 EY0558.geopotential number by the normal gravity value computed on the
 EY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0558.degrees latitude (g = 980.6199 gals.).
 EY0558
 EY0558.The modeled gravity was interpolated from observed gravity values.
 EY0558
 EY0558;                    North         East    Units  Estimated Accuracy
 EY0558;SPC NC       -   226,430.      784,330.      MT  (+/- 180 meters Scaled)
 EY0558
 EY0558                          SUPERSEDED SURVEY CONTROL
 EY0558
 EY0558  NGVD 29 (??/??/92)   16.975  (m)           55.69   (f) ADJ UNCH    2 0
 EY0558
 EY0558.Superseded values are not recommended for survey control.
 EY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0558.See file dsdata.txt to determine how the superseded data were derived.
 EY0558
 EY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE131610(NAD 83)
 EY0558_MARKER: DB = BENCH MARK DISK
 EY0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0558_STAMPING: A 222 1941
 EY0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0558+STABILITY: SURFACE MOTION
 EY0558
 EY0558  HISTORY     - Date     Condition        Report By
 EY0558  HISTORY     - 1941     MONUMENTED       CGS
 EY0558  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0558  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0558  HISTORY     - 20060412 MARK NOT FOUND   NCGS
 EY0558
 EY0558                          STATION DESCRIPTION
 EY0558
 EY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EY0558'5.6 MI S FROM WILLIAMSTON.
 EY0558'5.6 MILES SOUTH ALONG U.S. HIGHWAY NO. 17 FROM CITY HALL AT
 EY0558'WILLIAMSTON, AT THE INTERSECTION OF U.S. HIGHWAY NO. 17 AND ROAD
 EY0558'LEADING SOUTHEAST, 166 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EY0558'HIGHWAY, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 90 FEET
 EY0558'EAST OF THE EAST CORNER OF A FRAME HOUSE ON THE SOUTHEAST SIDE
 EY0558'OF THE HIGHWAY, 16.7 FEET NORTHWEST OF THE WEST CORNER OF A
 EY0558'TOBACCO DRYING SHED, 1.5 FEET NORTHWEST OF A WHITE MARKER POST
 EY0558'STENCILED USBM.  A STANDARD DISK STAMPED A-222 1941, AND SET IN
 EY0558'THE TOP OF A CONCRETE POST.
 EY0558
 EY0558                          STATION RECOVERY (1962)
 EY0558
 EY0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0558'MARK NOT FOUND.
 EY0558
 EY0558                          STATION RECOVERY (1978)
 EY0558
 EY0558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0558'MARK NOT FOUND.
 EY0558
 EY0558                          STATION RECOVERY (2006)
 EY0558
 EY0558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0558'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0529 ***********************************************************************
 EY0529  DESIGNATION -  A 223
 EY0529  PID         -  EY0529
 EY0529  STATE/COUNTY-  NC/PITT
 EY0529  USGS QUAD   -  GRIMESLAND (1979)
 EY0529
 EY0529                         *CURRENT SURVEY CONTROL
 EY0529  ___________________________________________________________________
 EY0529* NAD 83(1986)-  35 34 29.     (N)    077 10 31.     (W)     SCALED    
 EY0529* NAVD 88     -         2.813  (meters)       9.23   (feet)  POSTED    
 EY0529  ___________________________________________________________________
 EY0529  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 EY0529  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 EY0529  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 EY0529
 EY0529  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0529
 EY0529.The horizontal coordinates were scaled from a topographic map and have
 EY0529.an estimated accuracy of +/- 6 seconds.
 EY0529
 EY0529.The orthometric height was determined by differential leveling
 EY0529.and adjusted by the  in 1992.
 EY0529.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0529.rate of 0.0 thru 1.0 mm/km.
 EY0529
 EY0529.The geoid height was determined by GEOID03.
 EY0529
 EY0529.The dynamic height is computed by dividing the NAVD 88
 EY0529.geopotential number by the normal gravity value computed on the
 EY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0529.degrees latitude (g = 980.6199 gals.).
 EY0529
 EY0529.The modeled gravity was interpolated from observed gravity values.
 EY0529
 EY0529;                    North         East    Units  Estimated Accuracy
 EY0529;SPC NC       -   203,940.      774,980.      MT  (+/- 180 meters Scaled)
 EY0529
 EY0529                          SUPERSEDED SURVEY CONTROL
 EY0529
 EY0529  NGVD 29 (??/??/92)    3.152  (m)           10.34   (f) ADJ UNCH    2 0
 EY0529
 EY0529.Superseded values are not recommended for survey control.
 EY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0529.See file dsdata.txt to determine how the superseded data were derived.
 EY0529
 EY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE028389(NAD 83)
 EY0529_MARKER: DB = BENCH MARK DISK
 EY0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0529_SP_SET: BRIDGE ABUTMENT
 EY0529_STAMPING: A 223 1942
 EY0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0529
 EY0529  HISTORY     - Date     Condition        Report By
 EY0529  HISTORY     - 1942     MONUMENTED       CGS
 EY0529  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0529  HISTORY     - 1976     MARK NOT FOUND   USGS
 EY0529
 EY0529                          STATION DESCRIPTION
 EY0529
 EY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EY0529'1.5 MI NE FROM GRIMESLAND.
 EY0529'0.6 MILE SOUTHEAST ALONG NORFOLK SOUTHERN RAILROAD, THENCE,
 EY0529'0.9 MILE NORTHEAST ALONG COUNTY ROAD FROM STATION AT GRIMESLAND,
 EY0529'SET IN THE NORTHEAST ABUTMENT OF SUSPENSION BRIDGE OVER TAR RIVER,
 EY0529'IN THE SOUTHEAST CORNER OF ABUTMENT, 10.5 FEET SOUTHEAST OF
 EY0529'CENTER-LINE OF ROAD.  A STANDARD DISK SET IN ABUTMENT.
 EY0529
 EY0529                          STATION RECOVERY (1962)
 EY0529
 EY0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0529'MARK NOT FOUND.
 EY0529
 EY0529                          STATION RECOVERY (1976)
 EY0529
 EY0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0580 ***********************************************************************
 EB0580  DESIGNATION -  A 225
 EB0580  PID         -  EB0580
 EB0580  STATE/COUNTY-  NC/COLUMBUS
 EB0580  USGS QUAD   -  PIREWAY (1990)
 EB0580
 EB0580                         *CURRENT SURVEY CONTROL
 EB0580  ___________________________________________________________________
 EB0580* NAD 83(1986)-  34 07 04.     (N)    078 43 29.     (W)     SCALED    
 EB0580* NAVD 88     -        14.390  (meters)      47.21   (feet)  ADJUSTED  
 EB0580  ___________________________________________________________________
 EB0580  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 EB0580  DYNAMIC HT  -          14.376 (meters)      47.17  (feet)  COMP
 EB0580  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 EB0580
 EB0580  VERT ORDER  -  SECOND    CLASS 0
 EB0580
 EB0580.The horizontal coordinates were scaled from a topographic map and have
 EB0580.an estimated accuracy of +/- 6 seconds.
 EB0580
 EB0580.The orthometric height was determined by differential leveling
 EB0580.and adjusted in June 1991.
 EB0580
 EB0580.The geoid height was determined by GEOID03.
 EB0580
 EB0580.The dynamic height is computed by dividing the NAVD 88
 EB0580.geopotential number by the normal gravity value computed on the
 EB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0580.degrees latitude (g = 980.6199 gals.).
 EB0580
 EB0580.The modeled gravity was interpolated from observed gravity values.
 EB0580
 EB0580;                    North         East    Units  Estimated Accuracy
 EB0580;SPC NC       -    40,840.      635,000.      MT  (+/- 180 meters Scaled)
 EB0580
 EB0580                          SUPERSEDED SURVEY CONTROL
 EB0580
 EB0580  NGVD 29 (??/??/92)   14.737  (m)           48.35   (f) ADJ UNCH    2 0
 EB0580
 EB0580.Superseded values are not recommended for survey control.
 EB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0580.See file dsdata.txt to determine how the superseded data were derived.
 EB0580
 EB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT098775(NAD 83)
 EB0580_MARKER: DB = BENCH MARK DISK
 EB0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0580_STAMPING: A 225 1942
 EB0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0580+STABILITY: SURFACE MOTION
 EB0580
 EB0580  HISTORY     - Date     Condition        Report By
 EB0580  HISTORY     - 1942     MONUMENTED       CGS
 EB0580
 EB0580                          STATION DESCRIPTION
 EB0580
 EB0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0580'8.5 MI SW FROM OLD DOCK.
 EB0580'8.5 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE INTERSECTION
 EB0580'OF THE REEVES FERRY ROAD AND STATE HIGHWAY NO. 130, SET IN THE
 EB0580'SOUTHEAST CORNER OF SMALL WHITE FARM HOUSE YARD, 78.5 FEET EAST OF
 EB0580'THE CENTER-LINE OF ROAD LEADING NORTH TO THE HOUSE, 77.5 FEET
 EB0580'SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 43 FEET NORTH OF THE
 EB0580'CENTER-LINE OF THE MAIN ROAD, 3.6 FEET SOUTHWEST OF LIGHT POLE
 EB0580'LEADING WIRES TO HOUSE FROM R.E.A. POLE NO. 8107, 1.6 FEET SOUTH
 EB0580'OF A WHITE MARKER POST STENCILED USBM.  A STANDARD DISK SET IN THE
 EB0580'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0602 ***********************************************************************
 EB0602  DESIGNATION -  A 226
 EB0602  PID         -  EB0602
 EB0602  STATE/COUNTY-  NC/COLUMBUS
 EB0602  USGS QUAD   -  NAKINA (1990)
 EB0602
 EB0602                         *CURRENT SURVEY CONTROL
 EB0602  ___________________________________________________________________
 EB0602* NAD 83(1986)-  34 12 32.     (N)    078 44 39.     (W)     SCALED    
 EB0602* NAVD 88     -        24.813  (meters)      81.41   (feet)  ADJUSTED  
 EB0602  ___________________________________________________________________
 EB0602  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 EB0602  DYNAMIC HT  -          24.788 (meters)      81.33  (feet)  COMP
 EB0602  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EB0602
 EB0602  VERT ORDER  -  SECOND    CLASS 0
 EB0602
 EB0602.The horizontal coordinates were scaled from a topographic map and have
 EB0602.an estimated accuracy of +/- 6 seconds.
 EB0602
 EB0602.The orthometric height was determined by differential leveling
 EB0602.and adjusted in June 1991.
 EB0602
 EB0602.The geoid height was determined by GEOID03.
 EB0602
 EB0602.The dynamic height is computed by dividing the NAVD 88
 EB0602.geopotential number by the normal gravity value computed on the
 EB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0602.degrees latitude (g = 980.6199 gals.).
 EB0602
 EB0602.The modeled gravity was interpolated from observed gravity values.
 EB0602
 EB0602;                    North         East    Units  Estimated Accuracy
 EB0602;SPC NC       -    50,940.      633,180.      MT  (+/- 180 meters Scaled)
 EB0602
 EB0602                          SUPERSEDED SURVEY CONTROL
 EB0602
 EB0602  NGVD 29 (??/??/92)   25.139  (m)           82.48   (f) ADJ UNCH    2 0
 EB0602
 EB0602.Superseded values are not recommended for survey control.
 EB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0602.See file dsdata.txt to determine how the superseded data were derived.
 EB0602
 EB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT078876(NAD 83)
 EB0602_MARKER: DB = BENCH MARK DISK
 EB0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0602_STAMPING: A 226 1942
 EB0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0602+STABILITY: SURFACE MOTION
 EB0602
 EB0602  HISTORY     - Date     Condition        Report By
 EB0602  HISTORY     - 1942     MONUMENTED       CGS
 EB0602  HISTORY     - 1943     GOOD             NGS
 EB0602  HISTORY     - 19881001 MARK NOT FOUND   LOCSUR
 EB0602
 EB0602                          STATION DESCRIPTION
 EB0602
 EB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0602'9.5 MI S FROM WHITEVILLE.
 EB0602'8.4 MILES SOUTHWEST ALONG US HIGHWAY NO. 701, THENCE 1.1 MILES
 EB0602'SOUTHEAST ALONG COUNTY ROAD FROM THE ATLANTIC COAST LINE RAILROAD
 EB0602'STATION AT WHITEVILLE, SET IN THE NORTHEAST CORNER OF A SMALL
 EB0602'FARMHOUSE YARD, 59.6 FEET SOUTHWEST OF R.E.A. POLE NO. 2J56,
 EB0602'58.3 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET
 EB0602'WEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET EAST OF WHITE
 EB0602'MARKER POST STENCILED USBM.  A STANDARD DISK SET IN THE TOP
 EB0602'OF A CONCRETE POST.
 EB0602
 EB0602                          STATION RECOVERY (1943)
 EB0602
 EB0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EB0602'RECOVERED IN GOOD CONDITION.
 EB0602
 EB0602                          STATION RECOVERY (1988)
 EB0602
 EB0602'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 EB0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0553 ***********************************************************************
 EB0553  DESIGNATION -  A 227
 EB0553  PID         -  EB0553
 EB0553  STATE/COUNTY-  NC/COLUMBUS
 EB0553  USGS QUAD   -  FREELAND (1990)
 EB0553
 EB0553                         *CURRENT SURVEY CONTROL
 EB0553  ___________________________________________________________________
 EB0553* NAD 83(1986)-  34 07 16.     (N)    078 33 41.     (W)     SCALED    
 EB0553* NAVD 88     -        11.316  (meters)      37.13   (feet)  ADJUSTED  
 EB0553  ___________________________________________________________________
 EB0553  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 EB0553  DYNAMIC HT  -          11.304 (meters)      37.09  (feet)  COMP
 EB0553  MODELED GRAV-     979,637.1   (mgal)                       NAVD 88
 EB0553
 EB0553  VERT ORDER  -  SECOND    CLASS 0
 EB0553
 EB0553.The horizontal coordinates were scaled from a topographic map and have
 EB0553.an estimated accuracy of +/- 6 seconds.
 EB0553
 EB0553.The orthometric height was determined by differential leveling
 EB0553.and adjusted in June 1991.
 EB0553
 EB0553.The geoid height was determined by GEOID03.
 EB0553
 EB0553.The dynamic height is computed by dividing the NAVD 88
 EB0553.geopotential number by the normal gravity value computed on the
 EB0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0553.degrees latitude (g = 980.6199 gals.).
 EB0553
 EB0553.The modeled gravity was interpolated from observed gravity values.
 EB0553
 EB0553;                    North         East    Units  Estimated Accuracy
 EB0553;SPC NC       -    41,260.      650,070.      MT  (+/- 180 meters Scaled)
 EB0553
 EB0553                          SUPERSEDED SURVEY CONTROL
 EB0553
 EB0553  NGVD 29 (??/??/92)   11.637  (m)           38.18   (f) ADJ UNCH    2 0
 EB0553
 EB0553.Superseded values are not recommended for survey control.
 EB0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0553.See file dsdata.txt to determine how the superseded data were derived.
 EB0553
 EB0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT249782(NAD 83)
 EB0553_MARKER: DB = BENCH MARK DISK
 EB0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0553_SP_SET: CURB
 EB0553_STAMPING: A 227 1942
 EB0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0553
 EB0553  HISTORY     - Date     Condition        Report By
 EB0553  HISTORY     - 1942     MONUMENTED       CGS
 EB0553
 EB0553                          STATION DESCRIPTION
 EB0553
 EB0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0553'4.3 MI SE FROM OLD DOCK.
 EB0553'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 130 FROM THE OLD DOCK
 EB0553'AND NAKINA SCHOOL, SET IN THE CURBING AT THE WEST CORNER OF THE
 EB0553'NORTH GUARD RAIL OF OVERFLOW BRIDGE NO. 3, 13 FEET NORTH OF THE
 EB0553'CENTER-LINE OF THE HIGHWAY, 0.9 FOOT EAST OF THE NORTHWEST CORNER
 EB0553'POST OF BRIDGE, 0.9 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0455 ***********************************************************************
 EB0455  DESIGNATION -  A 228
 EB0455  PID         -  EB0455
 EB0455  STATE/COUNTY-  NC/COLUMBUS
 EB0455  USGS QUAD   -  TABOR CITY EAST (1962)
 EB0455
 EB0455                         *CURRENT SURVEY CONTROL
 EB0455  ___________________________________________________________________
 EB0455* NAD 83(1986)-  34 14 39.     (N)    078 50 23.     (W)     SCALED    
 EB0455* NAVD 88     -        33.092  (meters)     108.57   (feet)  ADJUSTED  
 EB0455  ___________________________________________________________________
 EB0455  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EB0455  DYNAMIC HT  -          33.059 (meters)     108.46  (feet)  COMP
 EB0455  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EB0455
 EB0455  VERT ORDER  -  FIRST     CLASS I
 EB0455
 EB0455.The horizontal coordinates were scaled from a topographic map and have
 EB0455.an estimated accuracy of +/- 6 seconds.
 EB0455
 EB0455.The orthometric height was determined by differential leveling
 EB0455.and adjusted in June 1991.
 EB0455
 EB0455.The geoid height was determined by GEOID03.
 EB0455
 EB0455.The dynamic height is computed by dividing the NAVD 88
 EB0455.geopotential number by the normal gravity value computed on the
 EB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0455.degrees latitude (g = 980.6199 gals.).
 EB0455
 EB0455.The modeled gravity was interpolated from observed gravity values.
 EB0455
 EB0455;                    North         East    Units  Estimated Accuracy
 EB0455;SPC NC       -    54,830.      624,370.      MT  (+/- 180 meters Scaled)
 EB0455
 EB0455                          SUPERSEDED SURVEY CONTROL
 EB0455
 EB0455  NGVD 29 (03/21/89)   33.395  (m)          109.56   (f) ADJUSTED    1 1
 EB0455
 EB0455.Superseded values are not recommended for survey control.
 EB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0455.See file dsdata.txt to determine how the superseded data were derived.
 EB0455
 EB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT989913(NAD 83)
 EB0455_MARKER: DB = BENCH MARK DISK
 EB0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0455_STAMPING: A 228 1942
 EB0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0455+STABILITY: SURFACE MOTION
 EB0455
 EB0455  HISTORY     - Date     Condition        Report By
 EB0455  HISTORY     - 1942     MONUMENTED       CGS
 EB0455  HISTORY     - 1962     GOOD             NGS
 EB0455  HISTORY     - 1979     GOOD             NGS
 EB0455
 EB0455                          STATION DESCRIPTION
 EB0455
 EB0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EB0455'5.6 MI S FROM CHADBOURN.
 EB0455'ABOUT 0.2 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0455'FROM THE STATION AT CHADBOURN, THENCE 5.4 MILES SOUTH ALONG THE
 EB0455'ATLANTIC COAST LINE RAILROAD, 30 FEET NORTH OF MILEPOST CH 303,
 EB0455'14 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTH OF THE MILEPOST,
 EB0455'20 FEET WEST OF THE CENTER LINE OF BLACK TOP ROAD NO. 1317,
 EB0455'20 FEET EAST OF THE EAST RAIL, 1 FOOT ABOVE THE LEVEL OF THE
 EB0455'TRACK, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 EB0455
 EB0455                          STATION RECOVERY (1979)
 EB0455
 EB0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0455'BENCH MARK RECOVERED.  ADD=29.5 FEET EAST OF THE CENTERLINE OF THE
 EB0455'HIGHWAY, 28.5 FEET NORTH OF MILE POST 303, 18.5 FEET SOUTHEAST OF
 EB0455'A 6 FOOT HIGH CONCRETE RAILROAD MARKER.  DELETE=14 FEET SOUTH OF THE
 EB0455'FIRST TELEPHONE POLE NORTH OF THE MILE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0361 ***********************************************************************
 EB0361  DESIGNATION -  A 229
 EB0361  PID         -  EB0361
 EB0361  STATE/COUNTY-  NC/BRUNSWICK
 EB0361  USGS QUAD   -  SUPPLY (1990)
 EB0361
 EB0361                         *CURRENT SURVEY CONTROL
 EB0361  ___________________________________________________________________
 EB0361* NAD 83(1986)-  34 05 06.     (N)    078 22 04.     (W)     SCALED    
 EB0361* NAVD 88     -        15.361  (meters)      50.40   (feet)  ADJUSTED  
 EB0361  ___________________________________________________________________
 EB0361  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 EB0361  DYNAMIC HT  -          15.346 (meters)      50.35  (feet)  COMP
 EB0361  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EB0361
 EB0361  VERT ORDER  -  SECOND    CLASS 0
 EB0361
 EB0361.The horizontal coordinates were scaled from a topographic map and have
 EB0361.an estimated accuracy of +/- 6 seconds.
 EB0361
 EB0361.The orthometric height was determined by differential leveling
 EB0361.and adjusted in June 1991.
 EB0361
 EB0361.The geoid height was determined by GEOID03.
 EB0361
 EB0361.The dynamic height is computed by dividing the NAVD 88
 EB0361.geopotential number by the normal gravity value computed on the
 EB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0361.degrees latitude (g = 980.6199 gals.).
 EB0361
 EB0361.The modeled gravity was interpolated from observed gravity values.
 EB0361
 EB0361;                    North         East    Units  Estimated Accuracy
 EB0361;SPC NC       -    37,350.      667,960.      MT  (+/- 180 meters Scaled)
 EB0361
 EB0361                          SUPERSEDED SURVEY CONTROL
 EB0361
 EB0361  NGVD 29 (??/??/92)   15.687  (m)           51.47   (f) ADJ UNCH    2 0
 EB0361
 EB0361.Superseded values are not recommended for survey control.
 EB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0361.See file dsdata.txt to determine how the superseded data were derived.
 EB0361
 EB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT428747(NAD 83)
 EB0361_MARKER: DB = BENCH MARK DISK
 EB0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0361_STAMPING: A 229 1942
 EB0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0361+STABILITY: SURFACE MOTION
 EB0361
 EB0361  HISTORY     - Date     Condition        Report By
 EB0361  HISTORY     - 1942     MONUMENTED       CGS
 EB0361  HISTORY     - 1988     MARK NOT FOUND   USGS
 EB0361
 EB0361                          STATION DESCRIPTION
 EB0361
 EB0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0361'8.3 MI NW FROM SUPPLY.
 EB0361'8.3 MILES NORTHWEST ALONG COUNTY ROAD FROM THE POST OFFICE
 EB0361'AT SUPPLY, SET IN A CLEARING IN WOODS, 55 FEET SOUTHWEST OF
 EB0361'AN 18-INCH BENT PINE TREE WITH A TRIANGULAR BLAZE ON NORTHEAST
 EB0361'SIDE OF TREE, 35 FEET NORTHEAST OF CENTER-LINE OF ROAD, 34 FEET
 EB0361'WEST OF THE SOUTH CORNER FENCE POST, 1.8 FEET SOUTHWEST OF A WHITE
 EB0361'MARKER POST STENCILED USBM.  A STANDARD DISK SET IN TOP OF A
 EB0361'CONCRETE POST.
 EB0361
 EB0361                          STATION RECOVERY (1988)
 EB0361
 EB0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (BRP)
 EB0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0696 ***********************************************************************
 EA0696  DESIGNATION -  A 230
 EA0696  PID         -  EA0696
 EA0696  STATE/COUNTY-  NC/PENDER
 EA0696  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0696
 EA0696                         *CURRENT SURVEY CONTROL
 EA0696  ___________________________________________________________________
 EA0696* NAD 83(2007)-  34 23 04.51706(N)    077 36 18.41475(W)     ADJUSTED  
 EA0696* NAVD 88     -         3.480  (meters)      11.42   (feet)  ADJUSTED  
 EA0696  ___________________________________________________________________
 EA0696  EPOCH DATE  -        2002.00
 EA0696  X           -   1,131,036.006 (meters)                     COMP
 EA0696  Y           -  -5,146,437.486 (meters)                     COMP
 EA0696  Z           -   3,581,714.461 (meters)                     COMP
 EA0696  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 EA0696  ELLIP HEIGHT-         -33.910 (meters)          (02/10/07) ADJUSTED
 EA0696  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EA0696  DYNAMIC HT  -           3.476 (meters)      11.40  (feet)  COMP
 EA0696
 EA0696  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA0696  Type    PID    Designation                      North   East  Ellip
 EA0696  -------------------------------------------------------------------
 EA0696  NETWORK EA0696 A 230                             0.69   0.69   1.59
 EA0696  -------------------------------------------------------------------
 EA0696  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 EA0696
 EA0696  VERT ORDER  -  SECOND    CLASS 0
 EA0696
 EA0696.The horizontal coordinates were established by GPS observations
 EA0696.and adjusted by the National Geodetic Survey in February 2007.
 EA0696
 EA0696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA0696.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA0696.The horizontal coordinates are valid at the epoch date displayed above.
 EA0696.The epoch date for horizontal control is a decimal equivalence
 EA0696.of Year/Month/Day.
 EA0696
 EA0696.The orthometric height was determined by differential leveling
 EA0696.and adjusted in June 1991.
 EA0696
 EA0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA0696
 EA0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0696
 EA0696.The ellipsoidal height was determined by GPS observations
 EA0696.and is referenced to NAD 83.
 EA0696
 EA0696.The geoid height was determined by GEOID03.
 EA0696
 EA0696.The dynamic height is computed by dividing the NAVD 88
 EA0696.geopotential number by the normal gravity value computed on the
 EA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0696.degrees latitude (g = 980.6199 gals.).
 EA0696
 EA0696.The modeled gravity was interpolated from observed gravity values.
 EA0696
 EA0696;                    North         East     Units Scale Factor Converg.
 EA0696;SPC NC       -    71,298.331   737,877.704   MT  0.99998620   +0 48 18.3
 EA0696;SPC NC       -   233,917.94  2,420,853.77   sFT  0.99998620   +0 48 18.3
 EA0696;UTM  18      - 3,807,876.072   260,482.747   MT  1.00030720   -1 28 18.9
 EA0696
 EA0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0696!SPC NC       -   1.00000532  x   0.99998620  =   0.99999152
 EA0696!UTM  18      -   1.00000532  x   1.00030720  =   1.00031252
 EA0696
 EA0696                          SUPERSEDED SURVEY CONTROL
 EA0696
 EA0696  NAD 83(2001)-  34 23 04.51742(N)    077 36 18.41412(W) AD(       ) 1
 EA0696  ELLIP H (03/13/03)  -33.883  (m)                       GP(       ) 4 2
 EA0696  NAD 83(1986)-  34 23 04.52612(N)    077 36 18.42596(W) AD(       ) 1
 EA0696  NAVD 88 (07/28/99)    3.47   (m)           11.4    (f) LEVELING    3  
 EA0696  NGVD 29 (??/??/92)    3.783  (m)           12.41   (f) ADJ UNCH    2 0
 EA0696
 EA0696.Superseded values are not recommended for survey control.
 EA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0696.See file dsdata.txt to determine how the superseded data were derived.
 EA0696
 EA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6048307876(NAD 83)
 EA0696_MARKER: DB = BENCH MARK DISK
 EA0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0696_STAMPING: A 230 1947
 EA0696_MARK LOGO: CGS   
 EA0696_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0696+STABILITY: SURFACE MOTION
 EA0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0696+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 EA0696
 EA0696  HISTORY     - Date     Condition        Report By
 EA0696  HISTORY     - 1947     MONUMENTED       CGS
 EA0696  HISTORY     - 1987     GOOD             USPSQD
 EA0696  HISTORY     - 19970122 GOOD             NCGS
 EA0696  HISTORY     - 20001220 GOOD             NCGS
 EA0696
 EA0696                          STATION DESCRIPTION
 EA0696
 EA0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0696'9.8 MI SW FROM HOLLYRIDGE.
 EA0696'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0696'STATION AT HOLLYRIDGE, THENCE 4.5 MILES SOUTHWEST ALONG THE
 EA0696'SAND SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND
 EA0696'NEW RIVER INLET, 0.45 MILE NORTHEAST OF THE JUNCTION OF ROAD
 EA0696'LEADING TO U.S. NAVY TEST RANGE TOWER NO. 2, 0.1 MILE SOUTHWEST
 EA0696'OF MILEPOST 2, AT A POINT WHERE A VIEW IS OBTAINED OF THE MARSH
 EA0696'AND INLAND WATERWAY TO THE NORTHWEST THROUGH A BREAK IN THE SAND
 EA0696'RIDGES AND THE LIVE OAK TREES, ABOUT 35.0 FEET NORTHWEST OF THE TOP
 EA0696'OF THE MAIN RIDGE OF SAND DUNES, ABOUT 10.0 FEET NORTHWEST OF
 EA0696'THE BASE OF THE DUNE RIDGE, 32.0 FEET SOUTHEAST OF THE CENTERLINE
 EA0696'OF THE ROAD, 7.0 FEET NORTHEAST OF GUY WIRE POLE FOR TELEPHONE
 EA0696'POLE, 2.9 FEET SOUTHWEST OF A WHITE PAINTED REFERENCE POST, SET
 EA0696'IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FOOT ABOVE THE
 EA0696'GROUND.
 EA0696
 EA0696                          STATION RECOVERY (1987)
 EA0696
 EA0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 EA0696'RECOVERED IN GOOD CONDITION.
 EA0696
 EA0696                          STATION RECOVERY (1997)
 EA0696
 EA0696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EA0696'RECOVERED AS DESCRIBED.  NEW REFERENCES FOLLOW.  MARK IS RECESSED 14
 EA0696'INCHES BELOW GROUND AND IS 2-FEET HIGHER THAN THE HIGHWAY. LOCATED
 EA0696'30.5 FT (9.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 50, 80.3 FT
 EA0696'(24.5 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, AND 55.0 FT (16.8 M)
 EA0696'SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. MARK IS IN A FLOWER
 EA0696'BED AT 715, NC 50, ALPHAS BREAKERS, WITH A WITNESS POST.
 EA0696
 EA0696                          STATION RECOVERY (2000)
 EA0696
 EA0696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (DWE)
 EA0696'RECOVERED AS DESCRIBED. MARK IS LOCATED IN FRONT YARD OF HOUSE NO. 715
 EA0696'(ALPHAS BREAKERS), SURROUNDED BY A PLANTER, 32.8 FT (10.0 M) NORTHWEST
 EA0696'OF FACE OF HOUSE, 9.5 FT (2.9 M) NORTHEAST OF THE NORTHEAST EDGE OF
 EA0696'CONCRETE DRIVE TO HOUSE AND 1-FOOT NORTHWEST OF SHORT WITNESS POST.
 EA0696'NOTICE - PROPERTY OWNER C R STONE DOES NOT ALLOW ACCESS TO STATION
 EA0696'WITHOUT PERMISSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0869 ***********************************************************************
 AI0869  DESIGNATION -  A 230 AZ MK
 AI0869  PID         -  AI0869
 AI0869  STATE/COUNTY-  NC/PENDER
 AI0869  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0869
 AI0869                         *CURRENT SURVEY CONTROL
 AI0869  ___________________________________________________________________
 AI0869* NAD 83(2001)-  34 23 13.80278(N)    077 36 06.43707(W)     ADJUSTED  
 AI0869* NAVD 88     -         2.85   (meters)       9.4    (feet)  LEVELING  
 AI0869  ___________________________________________________________________
 AI0869  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AI0869  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 AI0869  HORZ ORDER  -  SECOND
 AI0869  VERT ORDER  -  THIRD ?
 AI0869
 AI0869.The horizontal coordinates were established by classical geodetic methods
 AI0869.and adjusted by the National Geodetic Survey in August 2005.
 AI0869
 AI0869.The orthometric height was determined by differential leveling.
 AI0869.The vertical network tie was performed by a horz. field party for horz.
 AI0869.obs reductions. Reset procedures were used to establish the elevation.
 AI0869
 AI0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0869
 AI0869.The geoid height was determined by GEOID03.
 AI0869
 AI0869;                    North         East     Units Scale Factor Converg.
 AI0869;SPC NC       -    71,588.730   738,179.623   MT  0.99998553   +0 48 25.2
 AI0869;SPC NC       -   234,870.69  2,421,844.31   sFT  0.99998553   +0 48 25.2
 AI0869;UTM  18      - 3,808,154.335   260,796.067   MT  1.00030535   -1 28 12.5
 AI0869
 AI0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0869!SPC NC       -   1.00000542  x   0.99998553  =   0.99999095
 AI0869!UTM  18      -   1.00000542  x   1.00030535  =   1.00031077
 AI0869
 AI0869                          SUPERSEDED SURVEY CONTROL
 AI0869
 AI0869  NAD 83(1986)-  34 23 13.81148(N)    077 36 06.44891(W) AD(       ) 2
 AI0869
 AI0869.Superseded values are not recommended for survey control.
 AI0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0869.See file dsdata.txt to determine how the superseded data were derived.
 AI0869
 AI0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6079608154(NAD 83)
 AI0869_MARKER: DZ = AZIMUTH MARK DISK
 AI0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0869_STAMPING: A 230 1988
 AI0869_MARK LOGO: NCGS  
 AI0869_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0869+STABILITY: SURFACE MOTION
 AI0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0869+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0869
 AI0869  HISTORY     - Date     Condition        Report By
 AI0869  HISTORY     - 1988     MONUMENTED       NCGS
 AI0869
 AI0869                          STATION DESCRIPTION
 AI0869
 AI0869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0869'STATION IS LOCATED IN THE TOWN OF TOPSAIL BEACH. ALONG NC 50 FOR 3.70
 AI0869'KM (2.30 MI) NORTHEAST FROM THE TOPSAIL BEACH TOWN HALL, OR 6.35 KM
 AI0869'(3.95 MI) SOUTHWEST FROM NC 210 IN SURF CITY, NEAR A LARGE ELECTRICAL
 AI0869'SUB-STATION. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 4
 AI0869'INCHES BELOW GROUND. LOCATED 6.71 M (22.01 FT) NORTH-NORTHWEST OF THE
 AI0869'CENTERLINE OF NC 50, 5.18 M (16.99 FT) WEST-SOUTHWEST OF THE
 AI0869'CENTERLINE OF SIDBURY STREET, 5.18 M (16.99 FT) EAST-SOUTHEAST OF THE
 AI0869'SOUTHEAST CORNER POST OF A CHAIN LINK FENCE, AND 6.28 M (20.60 FT)
 AI0869'EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG. REPORT OF 1997
 AI0869'SHOWS MARK DESTROYED AND DISK RETRIEVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0339 ***********************************************************************
 EY0339  DESIGNATION -  A 231
 EY0339  PID         -  EY0339
 EY0339  STATE/COUNTY-  NC/BERTIE
 EY0339  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY0339
 EY0339                         *CURRENT SURVEY CONTROL
 EY0339  ___________________________________________________________________
 EY0339* NAD 83(1986)-  35 59 24.     (N)    076 56 01.     (W)     SCALED    
 EY0339* NAVD 88     -         2.600  (meters)       8.53   (feet)  POSTED    
 EY0339  ___________________________________________________________________
 EY0339  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EY0339  DYNAMIC HT  -           2.600 (meters)       8.53  (feet)  COMP
 EY0339  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 EY0339
 EY0339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0339
 EY0339.The horizontal coordinates were scaled from a topographic map and have
 EY0339.an estimated accuracy of +/- 6 seconds.
 EY0339
 EY0339.The orthometric height was determined by differential leveling
 EY0339.and adjusted by the  in 1992.
 EY0339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0339.rate of 1.1 thru 2.0 mm/km.
 EY0339
 EY0339.The geoid height was determined by GEOID03.
 EY0339
 EY0339.The dynamic height is computed by dividing the NAVD 88
 EY0339.geopotential number by the normal gravity value computed on the
 EY0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0339.degrees latitude (g = 980.6199 gals.).
 EY0339
 EY0339.The modeled gravity was interpolated from observed gravity values.
 EY0339
 EY0339;                    North         East    Units  Estimated Accuracy
 EY0339;SPC NC       -   250,430.      795,920.      MT  (+/- 180 meters Scaled)
 EY0339
 EY0339                          SUPERSEDED SURVEY CONTROL
 EY0339
 EY0339  NGVD 29 (??/??/92)    2.927  (m)            9.60   (f) ADJ UNCH    2 0
 EY0339
 EY0339.Superseded values are not recommended for survey control.
 EY0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0339.See file dsdata.txt to determine how the superseded data were derived.
 EY0339
 EY0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE256845(NAD 83)
 EY0339_MARKER: DB = BENCH MARK DISK
 EY0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0339_STAMPING: A 231 1941
 EY0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0339+STABILITY: SURFACE MOTION
 EY0339
 EY0339  HISTORY     - Date     Condition        Report By
 EY0339  HISTORY     - 1941     MONUMENTED       CGS
 EY0339  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0339  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0339
 EY0339                          STATION DESCRIPTION
 EY0339
 EY0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0339'1 MI E FROM WINDSOR.
 EY0339'ORIGINAL DESCRIPTION-- 1 MILE
 EY0339'EAST ALONG U.S. HIGHWAY 17 FROM THE KING STREET CROSSING OF
 EY0339'THE CAROLINA SOUTHERN RAILWAY AT WINDSOR, BERTIE COUNTY, 15
 EY0339'FEET SOUTH OF A POINT ABOUT 144 FEET EAST OF THE SOUTHEAST
 EY0339'CORNER OF A SERVICE STATION, 50 FEET NORTHWEST OF THE CENTER
 EY0339'OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 43 FEET NORTH OF
 EY0339'THE CENTERLINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTERLINE
 EY0339'OF THE ROAD, 5.6 FEET NORTH OF THE FIRST TREE AT THE EAST END
 EY0339'OF A ROW OF TREES, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 EY0339'SET IN THE TOP OF A CONCRETE POST.
 EY0339
 EY0339                          STATION RECOVERY (1975)
 EY0339
 EY0339'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0347 ***********************************************************************
 EY0347  DESIGNATION -  A 232
 EY0347  PID         -  EY0347
 EY0347  STATE/COUNTY-  NC/BERTIE
 EY0347  USGS QUAD   -  WOODARD (1979)
 EY0347
 EY0347                         *CURRENT SURVEY CONTROL
 EY0347  ___________________________________________________________________
 EY0347* NAD 83(1986)-  35 55 00.     (N)    076 51 49.     (W)     SCALED    
 EY0347* NAVD 88     -         6.756  (meters)      22.17   (feet)  ADJUSTED  
 EY0347  ___________________________________________________________________
 EY0347  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 EY0347  DYNAMIC HT  -           6.750 (meters)      22.15  (feet)  COMP
 EY0347  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 EY0347
 EY0347  VERT ORDER  -  SECOND    CLASS 0
 EY0347
 EY0347.The horizontal coordinates were scaled from a topographic map and have
 EY0347.an estimated accuracy of +/- 6 seconds.
 EY0347
 EY0347.The orthometric height was determined by differential leveling
 EY0347.and adjusted in June 1991.
 EY0347
 EY0347.The geoid height was determined by GEOID03.
 EY0347
 EY0347.The dynamic height is computed by dividing the NAVD 88
 EY0347.geopotential number by the normal gravity value computed on the
 EY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0347.degrees latitude (g = 980.6199 gals.).
 EY0347
 EY0347.The modeled gravity was interpolated from observed gravity values.
 EY0347
 EY0347;                    North         East    Units  Estimated Accuracy
 EY0347;SPC NC       -   242,430.      802,400.      MT  (+/- 180 meters Scaled)
 EY0347
 EY0347                          SUPERSEDED SURVEY CONTROL
 EY0347
 EY0347  NGVD 29 (??/??/92)    7.051  (m)           23.13   (f) ADJ UNCH    2 0
 EY0347
 EY0347.Superseded values are not recommended for survey control.
 EY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0347.See file dsdata.txt to determine how the superseded data were derived.
 EY0347
 EY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE318763(NAD 83)
 EY0347_MARKER: DB = BENCH MARK DISK
 EY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0347_STAMPING: A 232 1942
 EY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0347+STABILITY: SURFACE MOTION
 EY0347
 EY0347  HISTORY     - Date     Condition        Report By
 EY0347  HISTORY     - 1942     MONUMENTED       CGS
 EY0347  HISTORY     - 1962     GOOD             NGS
 EY0347  HISTORY     - 1963     GOOD             NGS
 EY0347
 EY0347                          STATION DESCRIPTION
 EY0347
 EY0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0347'AT WOODARD.
 EY0347'RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION-- AT WOODARD,
 EY0347'BERTIE COUNTY, AT THE WOODARD CHURCH, 40 FEET NORTH OF THE WEST
 EY0347'CORNER, 37.4 FEET WEST OF THE NORTH CORNER, AND 7.8 FEET SOUTHWESTT
 EY0347'OF A POWER-LINE POLE.  A STANDARD DISK, SET IN THE TOP OF A
 EY0347'CONCRETE POST PROJECTNG 8 INCHES ABOVE GROUND.  NOTE-- THE ROAD HAS
 EY0347'BEEN WIDENED AND SURFACED.  THE NAME OF THE CHURCH IS CASHIE
 EY0347'METHODIST CHURCH.  THE MARK IS 72 FEET SOUTHWEST OF THE CENTERLINE
 EY0347'OF THE ROAD.
 EY0347
 EY0347                          STATION RECOVERY (1963)
 EY0347
 EY0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0651 ***********************************************************************
 EA0651  DESIGNATION -  A 233
 EA0651  PID         -  EA0651
 EA0651  STATE/COUNTY-  NC/NEW HANOVER
 EA0651  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0651
 EA0651                         *CURRENT SURVEY CONTROL
 EA0651  ___________________________________________________________________
 EA0651* NAD 83(1986)-  34 06 33.     (N)    077 54 00.     (W)     SCALED    
 EA0651* NAVD 88     -        11.962  (meters)      39.25   (feet)  ADJUSTED  
 EA0651  ___________________________________________________________________
 EA0651  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA0651  DYNAMIC HT  -          11.950 (meters)      39.21  (feet)  COMP
 EA0651  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 EA0651
 EA0651  VERT ORDER  -  SECOND    CLASS 0
 EA0651
 EA0651.The horizontal coordinates were scaled from a topographic map and have
 EA0651.an estimated accuracy of +/- 6 seconds.
 EA0651
 EA0651.The orthometric height was determined by differential leveling
 EA0651.and adjusted in June 1991.
 EA0651
 EA0651.The geoid height was determined by GEOID03.
 EA0651
 EA0651.The dynamic height is computed by dividing the NAVD 88
 EA0651.geopotential number by the normal gravity value computed on the
 EA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0651.degrees latitude (g = 980.6199 gals.).
 EA0651
 EA0651.The modeled gravity was interpolated from observed gravity values.
 EA0651
 EA0651;                    North         East    Units  Estimated Accuracy
 EA0651;SPC NC       -    40,410.      711,100.      MT  (+/- 180 meters Scaled)
 EA0651
 EA0651                          SUPERSEDED SURVEY CONTROL
 EA0651
 EA0651  NGVD 29 (??/??/92)   12.25   (m)           40.2    (f) COMPUTED    2 0
 EA0651
 EA0651.Superseded values are not recommended for survey control.
 EA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0651.See file dsdata.txt to determine how the superseded data were derived.
 EA0651
 EA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324780(NAD 83)
 EA0651_MARKER: DB = BENCH MARK DISK
 EA0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0651_STAMPING: A 233 1942
 EA0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0651+STABILITY: SURFACE MOTION
 EA0651
 EA0651  HISTORY     - Date     Condition        Report By
 EA0651  HISTORY     - 1942     MONUMENTED       CGS
 EA0651  HISTORY     - 1963     MARK NOT FOUND   NGS
 EA0651  HISTORY     - 20041022 MARK NOT FOUND   USPSQD
 EA0651  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 EA0651
 EA0651                          STATION DESCRIPTION
 EA0651
 EA0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EA0651'10.05 MI S FROM WILMINGTON.
 EA0651'THIS MARK IS ALONG HIGHWAY NUMBER 421, 10.05 MILES SOUTH OF
 EA0651'WILMINGTON, 80 FEET EAST AND ACROSS HIGHWAY FROM POWER POLE
 EA0651'NUMBER 209, 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18.6
 EA0651'FEET SOUTHWEST OF A BLAZED PINE TREE, 7 FEET EAST OF A TELEPHONE
 EA0651'POLE NUMBER 147, AND IS A STANDARD DISK SET IN TOP OF A FIELD
 EA0651'CAST CONCRETE POST.
 EA0651
 EA0651                          STATION RECOVERY (1963)
 EA0651
 EA0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0651'MARK NOT FOUND.
 EA0651
 EA0651                          STATION RECOVERY (2004)
 EA0651
 EA0651'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0651'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 EA0651'BE FOUND.
 EA0651
 EA0651                          STATION RECOVERY (2004)
 EA0651
 EA0651'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0651'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EA0651'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0038 ***********************************************************************
 DD0038  DESIGNATION -  A 235
 DD0038  PID         -  DD0038
 DD0038  STATE/COUNTY-  NC/BRUNSWICK
 DD0038  USGS QUAD   -  SOUTHPORT (1990)
 DD0038
 DD0038                         *CURRENT SURVEY CONTROL
 DD0038  ___________________________________________________________________
 DD0038* NAD 83(1986)-  33 56 39.     (N)    078 00 16.     (W)     SCALED    
 DD0038* NAVD 88     -         9.355  (meters)      30.69   (feet)  ADJUSTED  
 DD0038  ___________________________________________________________________
 DD0038  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 DD0038  DYNAMIC HT  -           9.346 (meters)      30.66  (feet)  COMP
 DD0038  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 DD0038
 DD0038  VERT ORDER  -  SECOND    CLASS 0
 DD0038
 DD0038.The horizontal coordinates were scaled from a topographic map and have
 DD0038.an estimated accuracy of +/- 6 seconds.
 DD0038
 DD0038.The orthometric height was determined by differential leveling
 DD0038.and adjusted in June 1991.
 DD0038
 DD0038.The geoid height was determined by GEOID03.
 DD0038
 DD0038.The dynamic height is computed by dividing the NAVD 88
 DD0038.geopotential number by the normal gravity value computed on the
 DD0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0038.degrees latitude (g = 980.6199 gals.).
 DD0038
 DD0038.The modeled gravity was interpolated from observed gravity values.
 DD0038
 DD0038;                    North         East    Units  Estimated Accuracy
 DD0038;SPC NC       -    22,000.      701,650.      MT  (+/- 180 meters Scaled)
 DD0038
 DD0038                          SUPERSEDED SURVEY CONTROL
 DD0038
 DD0038.No superseded survey control is available for this station.
 DD0038
 DD0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT768600(NAD 83)
 DD0038_MARKER: DB = BENCH MARK DISK
 DD0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0038_STAMPING: A 235 1942
 DD0038_MARK LOGO: CGS   
 DD0038_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DD0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0038+STABILITY: SURFACE MOTION
 DD0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0038+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 DD0038
 DD0038  HISTORY     - Date     Condition        Report By
 DD0038  HISTORY     - 1942     MONUMENTED       CGS
 DD0038  HISTORY     - 1970     GOOD             USGS
 DD0038  HISTORY     - 19880701 MARK NOT FOUND   LOCSUR
 DD0038  HISTORY     - 19991215 GOOD             NCGS
 DD0038  HISTORY     - 19991215 GOOD             NCGS
 DD0038  HISTORY     - 20021230 GOOD             USPSQD
 DD0038  HISTORY     - 20040120 GOOD             USPSQD
 DD0038  HISTORY     - 20050124 GOOD             USPSQD
 DD0038  HISTORY     - 20060206 GOOD             USPSQD
 DD0038
 DD0038                          STATION DESCRIPTION
 DD0038
 DD0038'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DD0038'1.9 MI N FROM SOUTHPORT.
 DD0038'SOUTHPORT, N.C., 1.9 MILES NORTH ALONG COUNTY ROUTE 1527
 DD0038'(LEONARD STREET) FROM JUNCTION OF N. CAROLINA STATE ROUTE 211.
 DD0038'0.15 MILES SOUTHWEST OF JUNCTION WITH COUNTY ROUTE 1528.  34
 DD0038'FEET NORTHWEST OF CENTER LINE OF ROAD.  A STANDARD DISC SET IN A
 DD0038'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND AND STAMPED
 DD0038'A 235 1942
 DD0038
 DD0038                          STATION RECOVERY (1988)
 DD0038
 DD0038'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0038'MARK NOT FOUND.
 DD0038
 DD0038                          STATION RECOVERY (1999)
 DD0038
 DD0038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 DD0038'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  STATION IS
 DD0038'LOCATED ABOUT 1.8 MI (2.9 KM) NORTH-NORTHEAST OF SOUTHPORT.  ALONG SR
 DD0038'1527 (LEONARD STREET) FROM NC 211 FOR 1.9 MI (3.1 KM) NORTH TO
 DD0038'STATION, OR 0.15 MI (0.24 KM) WEST OF SR 1528 (EAST MOORE STREET) TO A
 DD0038'STEEL GATED FIELD ENTRANCE (NORTH) , IN THE NORTHEAST QUADRANT. MARK
 DD0038'IS ABOUT LEVEL WITH SR 1527 AND IS FLUSH WITH GROUND.  LOCATED 33.2 FT
 DD0038'(10.1 M) NORTH OF THE CENTERLINE OF SR 1527, 34.0 FT (10.4 M) EAST OF
 DD0038'THE EASTERN STEEL GATE POST, 4.2 FT (1.3 M) NORTH-NORTHWEST OF A
 DD0038'10-INCH PINE AND 26.7 FT (8.1 M) EAST OF A 14-INCH PINE, BOTH WITH
 DD0038'REFERENCE TAGS, 2.5 FT (0.8 M) NORTHEAST OF A TELEPHONE PEDISTAL
 DD0038'(25LP5) AND 1.5 FT (0.5 M) SOUTHEAST OF A METAL WITNESS POST STUMP.
 DD0038
 DD0038                          STATION RECOVERY (1999)
 DD0038
 DD0038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 DD0038'RECOVERED AS DESCRIBED.
 DD0038
 DD0038                          STATION RECOVERY (2002)
 DD0038
 DD0038'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 DD0038'RECOVERED IN GOOD CONDITION.
 DD0038
 DD0038                          STATION RECOVERY (2004)
 DD0038
 DD0038'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0038'RECOVERED IN GOOD CONDITION.
 DD0038
 DD0038                          STATION RECOVERY (2005)
 DD0038
 DD0038'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0038'RECOVERED IN GOOD CONDITION.
 DD0038
 DD0038                          STATION RECOVERY (2006)
 DD0038
 DD0038'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0312 ***********************************************************************
 EB0312  DESIGNATION -  A 236
 EB0312  PID         -  EB0312
 EB0312  STATE/COUNTY-  NC/COLUMBUS
 EB0312  USGS QUAD   -  LEWIS SWAMP (1990)
 EB0312
 EB0312                         *CURRENT SURVEY CONTROL
 EB0312  ___________________________________________________________________
 EB0312* NAD 83(1986)-  34 14 30.     (N)    078 14 47.     (W)     SCALED    
 EB0312* NAVD 88     -        17.372  (meters)      56.99   (feet)  ADJUSTED  
 EB0312  ___________________________________________________________________
 EB0312  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 EB0312  DYNAMIC HT  -          17.355 (meters)      56.94  (feet)  COMP
 EB0312  MODELED GRAV-     979,647.5   (mgal)                       NAVD 88
 EB0312
 EB0312  VERT ORDER  -  SECOND    CLASS 0
 EB0312
 EB0312.The horizontal coordinates were scaled from a topographic map and have
 EB0312.an estimated accuracy of +/- 6 seconds.
 EB0312
 EB0312.The orthometric height was determined by differential leveling
 EB0312.and adjusted in June 1991.
 EB0312
 EB0312.The geoid height was determined by GEOID03.
 EB0312
 EB0312.The dynamic height is computed by dividing the NAVD 88
 EB0312.geopotential number by the normal gravity value computed on the
 EB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0312.degrees latitude (g = 980.6199 gals.).
 EB0312
 EB0312.The modeled gravity was interpolated from observed gravity values.
 EB0312
 EB0312;                    North         East    Units  Estimated Accuracy
 EB0312;SPC NC       -    54,810.      679,030.      MT  (+/- 180 meters Scaled)
 EB0312
 EB0312                          SUPERSEDED SURVEY CONTROL
 EB0312
 EB0312  NGVD 29 (??/??/92)   17.704  (m)           58.08   (f) ADJ UNCH    2 0
 EB0312
 EB0312.Superseded values are not recommended for survey control.
 EB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0312.See file dsdata.txt to determine how the superseded data were derived.
 EB0312
 EB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT536923(NAD 83)
 EB0312_MARKER: DB = BENCH MARK DISK
 EB0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0312_STAMPING: A 236 1942
 EB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0312+STABILITY: SURFACE MOTION
 EB0312
 EB0312  HISTORY     - Date     Condition        Report By
 EB0312  HISTORY     - 1942     MONUMENTED       CGS
 EB0312  HISTORY     - 1980     MARK NOT FOUND   USGS
 EB0312
 EB0312                          STATION DESCRIPTION
 EB0312
 EB0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0312'7.7 MI SE FROM DELCO.
 EB0312'THIS MARK IS 7.7 MI SE ALONG A DIRT ROAD FROM THE STATION AT
 EB0312'DELCO, COLUMBUS COUNTY, 57 FEET SOUTHWEST OF THE CENTER LINE
 EB0312'OF THE ROAD, 44 FEET SOUTHEAST OF A BLAZED OAK, 68 FEET NORTHEAST
 EB0312'OF A BLAZED PINE TREE, 5 FEET NORTHWEST OF THREE SMALL OAKS,
 EB0312'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 EB0312
 EB0312                          STATION RECOVERY (1980)
 EB0312
 EB0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EB0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0354 ***********************************************************************
 EB0354  DESIGNATION -  A 237
 EB0354  PID         -  EB0354
 EB0354  STATE/COUNTY-  NC/BRUNSWICK
 EB0354  USGS QUAD   -  JUNIPER CREEK (1990)
 EB0354
 EB0354                         *CURRENT SURVEY CONTROL
 EB0354  ___________________________________________________________________
 EB0354* NAD 83(1986)-  34 09 16.     (N)    078 22 47.     (W)     SCALED    
 EB0354* NAVD 88     -        15.728  (meters)      51.60   (feet)  ADJUSTED  
 EB0354  ___________________________________________________________________
 EB0354  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 EB0354  DYNAMIC HT  -          15.713 (meters)      51.55  (feet)  COMP
 EB0354  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 EB0354
 EB0354  VERT ORDER  -  SECOND    CLASS 0
 EB0354
 EB0354.The horizontal coordinates were scaled from a topographic map and have
 EB0354.an estimated accuracy of +/- 6 seconds.
 EB0354
 EB0354.The orthometric height was determined by differential leveling
 EB0354.and adjusted in June 1991.
 EB0354
 EB0354.The geoid height was determined by GEOID03.
 EB0354
 EB0354.The dynamic height is computed by dividing the NAVD 88
 EB0354.geopotential number by the normal gravity value computed on the
 EB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0354.degrees latitude (g = 980.6199 gals.).
 EB0354
 EB0354.The modeled gravity was interpolated from observed gravity values.
 EB0354
 EB0354;                    North         East    Units  Estimated Accuracy
 EB0354;SPC NC       -    45,050.      666,800.      MT  (+/- 180 meters Scaled)
 EB0354
 EB0354                          SUPERSEDED SURVEY CONTROL
 EB0354
 EB0354  NGVD 29 (??/??/92)   16.053  (m)           52.67   (f) ADJ UNCH    2 0
 EB0354
 EB0354.Superseded values are not recommended for survey control.
 EB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0354.See file dsdata.txt to determine how the superseded data were derived.
 EB0354
 EB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT415823(NAD 83)
 EB0354_MARKER: DB = BENCH MARK DISK
 EB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0354_STAMPING: A 237 1942
 EB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0354+STABILITY: SURFACE MOTION
 EB0354
 EB0354  HISTORY     - Date     Condition        Report By
 EB0354  HISTORY     - 1942     MONUMENTED       CGS
 EB0354  HISTORY     - 19880701 MARK NOT FOUND   LOCSUR
 EB0354  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 EB0354
 EB0354                          STATION DESCRIPTION
 EB0354
 EB0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0354'15 MI S FROM BOLTON.
 EB0354'THIS MARK IS 15 MILES SOUTH OF THE CROSSING AT BOLTON, COLUMBUS
 EB0354'COUNTY, ALONG A DIRT ROAD, AT A WYE JUNCTION OF THE MAIN ROAD AND
 EB0354'A DIRT ROAD RUNNING NORTHWEST FROM THE JUNCTION, 448 FEET NORTHWEST
 EB0354'OF THE CENTER LINE OF THE JUNCTION, 156 FEET NORTHEAST OF THE
 EB0354'CENTER LINE OF THE ROAD RUNNING NORTHWEST FROM THE JUNCTION AND
 EB0354'39 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 11 FEET WEST OF
 EB0354'A TELEPHONE POLE PAINTED WITH THE LETTERS USBM, AND IS A STANDARD
 EB0354'DISK SET IN THE TOP OF A CONCRETE POST.
 EB0354
 EB0354                          STATION RECOVERY (1988)
 EB0354
 EB0354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (BRP)
 EB0354'MARK NOT FOUND.
 EB0354
 EB0354                          STATION RECOVERY (1998)
 EB0354
 EB0354'RECOVERY NOTE BY US POWER SQUADRON 1998
 EB0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0209 ***********************************************************************
 EA0209  DESIGNATION -  A 238
 EA0209  PID         -  EA0209
 EA0209  STATE/COUNTY-  NC/CARTERET
 EA0209  USGS QUAD   -  BEAUFORT (1987)
 EA0209
 EA0209                         *CURRENT SURVEY CONTROL
 EA0209  ___________________________________________________________________
 EA0209* NAD 83(1986)-  34 43 29.     (N)    076 38 53.     (W)     SCALED    
 EA0209* NAVD 88     -         2.415  (meters)       7.92   (feet)  ADJUSTED  
 EA0209  ___________________________________________________________________
 EA0209  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA0209  DYNAMIC HT  -           2.413 (meters)       7.92  (feet)  COMP
 EA0209  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 EA0209
 EA0209  VERT ORDER  -  SECOND    CLASS II
 EA0209
 EA0209.The horizontal coordinates were scaled from a topographic map and have
 EA0209.an estimated accuracy of +/- 6 seconds.
 EA0209
 EA0209.The orthometric height was determined by differential leveling
 EA0209.and adjusted in June 1991.
 EA0209
 EA0209.The geoid height was determined by GEOID03.
 EA0209
 EA0209.The dynamic height is computed by dividing the NAVD 88
 EA0209.geopotential number by the normal gravity value computed on the
 EA0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0209.degrees latitude (g = 980.6199 gals.).
 EA0209
 EA0209.The modeled gravity was interpolated from observed gravity values.
 EA0209
 EA0209;                    North         East    Units  Estimated Accuracy
 EA0209;SPC NC       -   110,680.      824,980.      MT  (+/- 180 meters Scaled)
 EA0209
 EA0209                          SUPERSEDED SURVEY CONTROL
 EA0209
 EA0209  NGVD 29 (??/??/92)    2.708  (m)            8.88   (f) ADJ UNCH    2 2
 EA0209
 EA0209.Superseded values are not recommended for survey control.
 EA0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0209.See file dsdata.txt to determine how the superseded data were derived.
 EA0209
 EA0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD491437(NAD 83)
 EA0209_MARKER: DB = BENCH MARK DISK
 EA0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0209_STAMPING: A 238 1946
 EA0209_MARK LOGO: CGS   
 EA0209_PROJECTION: FLUSH
 EA0209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0209+STABILITY: SURFACE MOTION
 EA0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0209+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 EA0209
 EA0209  HISTORY     - Date     Condition        Report By
 EA0209  HISTORY     - 1946     MONUMENTED       CGS
 EA0209  HISTORY     - 1962     GOOD             NGS
 EA0209  HISTORY     - 1982     GOOD             NCGS
 EA0209  HISTORY     - 19890813 GOOD             USPSQD
 EA0209  HISTORY     - 19920424 GOOD             NCGS
 EA0209  HISTORY     - 19980531 GOOD             USPSQD
 EA0209  HISTORY     - 20040703 GOOD             USPSQD
 EA0209  HISTORY     - 20051031 GOOD             USPSQD
 EA0209
 EA0209                          STATION DESCRIPTION
 EA0209
 EA0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EA0209'0.5 MI NE FROM BEAUFORT.
 EA0209'ABOUT 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE BEAUFORT
 EA0209'HIGH SCHOOL AT BEAUFORT, ALONG THE WEST SIDE OF THE Y JUNCTION
 EA0209'FORMED BY U.S. HIGHWAY 70 AND STATE HIGHWAY 101, 31.4 FEET
 EA0209'WEST OF THE CENTER LINE OF STATE HIGHWAY 101, 34 FEET NORTH OF THE
 EA0209'CENTER LINE OF AN ASPHALT DRIVEWAY, 24 1/2 FEET SOUTH OF THE
 EA0209'CENTER LINE OF A DIRT DRIVEWAY, 26 FEET NORTH OF POWER LINE POLE
 EA0209'NO. 16, 11 1/2 FEET NORTH OF A 20-INCH OAK TREE, SET IN THE TOP
 EA0209'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 EA0209'THE HIGHWAY SURFACE.
 EA0209
 EA0209                          STATION RECOVERY (1982)
 EA0209
 EA0209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0209'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BEAUFORT,
 EA0209'AT THE WEST SIDE OF THE Y-JUNCTION OF US 70 AND NC 101, ON
 EA0209'PROLONGATION OF NORTH WALL OF ONE STORY SHINGLED RESIDENCE AT 1401
 EA0209'LIVE OAK STREET, 19.0 FEET WEST-NORTHWEST OF WEST EDGE OF PAVEMENT,
 EA0209'81.0 FEET NORTH OF SOUTH END OF TRAFFIC ISLAND, 60.6 FEET
 EA0209'EAST-SOUTHEAST OF NORTHEAST CORNER OF RESIDENCE, 10.5 FEET NORTH OF
 EA0209'24-INCH OAK, 25.5 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE
 EA0209'TAG AND 30.3 FEET NORTH-NORTHEAST OF NORTH EDGE OF CONCRETE DRIVE.
 EA0209'THE MARK IS ABOVE LEVEL WITH SOUTH BOUND LANE.
 EA0209
 EA0209                          STATION RECOVERY (1989)
 EA0209
 EA0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA0209'RECOVERED IN GOOD CONDITION.
 EA0209
 EA0209                          STATION RECOVERY (1992)
 EA0209
 EA0209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0209'RECOVERED AS DESCRIBED.
 EA0209
 EA0209                          STATION RECOVERY (1998)
 EA0209
 EA0209'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA0209'RECOVERED IN GOOD CONDITION.
 EA0209
 EA0209                          STATION RECOVERY (2004)
 EA0209
 EA0209'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 EA0209'RECOVERED IN GOOD CONDITION.
 EA0209
 EA0209                          STATION RECOVERY (2005)
 EA0209
 EA0209'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0100 ***********************************************************************
 EA0100  DESIGNATION -  A 239
 EA0100  PID         -  EA0100
 EA0100  STATE/COUNTY-  NC/CARTERET
 EA0100  USGS QUAD   -  ATLANTIC (1949)
 EA0100
 EA0100                         *CURRENT SURVEY CONTROL
 EA0100  ___________________________________________________________________
 EA0100* NAD 83(1986)-  34 58 19.     (N)    076 18 29.     (W)     SCALED    
 EA0100* NAVD 88     -         0.999  (meters)       3.28   (feet)  POSTED    
 EA0100  ___________________________________________________________________
 EA0100  GEOID HEIGHT-         -37.83  (meters)                     GEOID03
 EA0100  DYNAMIC HT  -           1.000 (meters)       3.28  (feet)  COMP
 EA0100  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 EA0100
 EA0100  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EA0100
 EA0100.The horizontal coordinates were scaled from a topographic map and have
 EA0100.an estimated accuracy of +/- 6 seconds.
 EA0100
 EA0100.The orthometric height was determined by differential leveling
 EA0100.and adjusted by the  in 1992.
 EA0100.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EA0100.was located on a no-check spur therefore a value was not computed.
 EA0100.No vertical observational check was made to the station.
 EA0100
 EA0100.The geoid height was determined by GEOID03.
 EA0100
 EA0100.The dynamic height is computed by dividing the NAVD 88
 EA0100.geopotential number by the normal gravity value computed on the
 EA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0100.degrees latitude (g = 980.6199 gals.).
 EA0100
 EA0100.The modeled gravity was interpolated from observed gravity values.
 EA0100
 EA0100;                    North         East    Units  Estimated Accuracy
 EA0100;SPC NC       -   138,880.      855,370.      MT  (+/- 180 meters Scaled)
 EA0100
 EA0100                          SUPERSEDED SURVEY CONTROL
 EA0100
 EA0100  NGVD 29 (??/??/92)    1.299  (m)            4.26   (f) ADJ UNCH    3 0
 EA0100
 EA0100.Superseded values are not recommended for survey control.
 EA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0100.See file dsdata.txt to determine how the superseded data were derived.
 EA0100
 EA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD805707(NAD 83)
 EA0100_MARKER: DB = BENCH MARK DISK
 EA0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0100_STAMPING: A 239 1947
 EA0100_MARK LOGO: CGS   
 EA0100_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0100+STABILITY: SURFACE MOTION
 EA0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0100+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 EA0100
 EA0100  HISTORY     - Date     Condition        Report By
 EA0100  HISTORY     - 1947     MONUMENTED       CGS
 EA0100  HISTORY     - 1979     GOOD             USE
 EA0100  HISTORY     - 1982     GOOD             NCGS
 EA0100  HISTORY     - 19980330 GOOD             NCGS
 EA0100  HISTORY     - 20030203 GOOD             USPSQD
 EA0100
 EA0100                          STATION DESCRIPTION
 EA0100
 EA0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0100'9.3 MI NE FROM ATLANTIC.
 EA0100'9.3 MILES FROM ATLANTIC VIA CEDAR ISLAND ROAD TO MARK, 2.2 FEET
 EA0100'WEST OF POWER POLE 356, 29.4 FEET SOUTHEAST OF THE CENTERLINE OF
 EA0100'CEDAR ISLAND ROAD, 1.0 FOOT WEST OF A WHITE REFERENCE POST.
 EA0100'A STANDARD DISK SET IN THE TOP OF AN 8 IN CONCRETE POST PROJECTING
 EA0100'1 INCH ABOVE GROUND.
 EA0100
 EA0100                          STATION RECOVERY (1979)
 EA0100
 EA0100'RECOVERY NOTE BY US ENGINEERS 1979
 EA0100'RECOVERED IN GOOD CONDITION.
 EA0100
 EA0100                          STATION RECOVERY (1982)
 EA0100
 EA0100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0100'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0100'THE DESCRIPTION IS ADEQUATE EXCEPT THE WITNESS POST NO LONGER EXISTS,
 EA0100'OLD POWER POLE NO. 356 HAS BEEN REPLACED, ALSO ROAD HAS BEEN WIDENED.
 EA0100'MARK IS NOW 34.0 FEET SOUTHEAST OF CENTERLINE OF ROAD, 4.0 FEET WEST
 EA0100'OF A POWER POLE WITH REFERENCE TAG AND 84.0 FEET WEST OF A 15-INCH
 EA0100'PINE WITH REFERENCE TAG.
 EA0100
 EA0100                          STATION RECOVERY (1998)
 EA0100
 EA0100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EA0100'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  MARK IS 9.6
 EA0100'MI (15.4 KM) FROM ATLANTIC VIA CEDAR ISLAND ROAD.  MARK IS FLUSH WITH
 EA0100'THE GROUND.  LOCATED 34.2 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF
 EA0100'CEDAR ISLAND ROAD, 5.2 FT (1.6 M) WEST OF A POWER POLE WITH REFERENCE
 EA0100'TAG AND 61.2 FT (18.7 M) SOUTH AND ACROSS ROAD FROM GUY POLE WITH
 EA0100'REFERENCE TAG.
 EA0100
 EA0100                          STATION RECOVERY (2003)
 EA0100
 EA0100'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0145 ***********************************************************************
 EY0145  DESIGNATION -  A 240
 EY0145  PID         -  EY0145
 EY0145  STATE/COUNTY-  NC/PAMLICO
 EY0145  USGS QUAD   -  BAYBORO (1983)
 EY0145
 EY0145                         *CURRENT SURVEY CONTROL
 EY0145  ___________________________________________________________________
 EY0145* NAD 83(2001)-  35 08 26.03154(N)    076 50 33.52397(W)     ADJUSTED  
 EY0145* NAVD 88     -        12.398  (meters)      40.68   (feet)  ADJUSTED  
 EY0145  ___________________________________________________________________
 EY0145  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EY0145  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY0145  DYNAMIC HT  -          12.386 (meters)      40.64  (feet)  COMP
 EY0145  MODELED GRAV-     979,723.6   (mgal)                       NAVD 88
 EY0145
 EY0145  HORZ ORDER  -  THIRD
 EY0145  VERT ORDER  -  SECOND    CLASS II
 EY0145
 EY0145.The horizontal coordinates were established by classical geodetic methods
 EY0145.and adjusted by the National Geodetic Survey in August 2005.
 EY0145
 EY0145.The orthometric height was determined by differential leveling
 EY0145.and adjusted in June 1991.
 EY0145
 EY0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0145
 EY0145.The geoid height was determined by GEOID03.
 EY0145
 EY0145.The dynamic height is computed by dividing the NAVD 88
 EY0145.geopotential number by the normal gravity value computed on the
 EY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0145.degrees latitude (g = 980.6199 gals.).
 EY0145
 EY0145.The modeled gravity was interpolated from observed gravity values.
 EY0145
 EY0145;                    North         East     Units Scale Factor Converg.
 EY0145;SPC NC       -   156,391.156   806,164.625   MT  0.99987447   +1 14 42.6
 EY0145;SPC NC       -   513,093.32  2,644,891.77   sFT  0.99987447   +1 14 42.6
 EY0145;UTM  18      - 3,890,185.290   332,133.747   MT  0.99994729   -1 03 39.0
 EY0145
 EY0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0145!SPC NC       -   1.00000392  x   0.99987447  =   0.99987839
 EY0145!UTM  18      -   1.00000392  x   0.99994729  =   0.99995121
 EY0145
 EY0145                          SUPERSEDED SURVEY CONTROL
 EY0145
 EY0145  NAD 83(1986)-  35 08 26.04681(N)    076 50 33.53262(W) AD(       ) 4
 EY0145  NAD 27      -  35 08 25.44088(N)    076 50 34.75549(W) AD(       ) 3
 EY0145  NGVD 29 (??/??/92)   12.721  (m)           41.74   (f) ADJ UNCH    2 2
 EY0145
 EY0145.Superseded values are not recommended for survey control.
 EY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0145.See file dsdata.txt to determine how the superseded data were derived.
 EY0145
 EY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3213490185(NAD 83)
 EY0145_MARKER: DB = BENCH MARK DISK
 EY0145_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EY0145_SP_SET: SIDEWALK
 EY0145_STAMPING: A 240 1947
 EY0145_MARK LOGO: CGS   
 EY0145_PROJECTION: FLUSH
 EY0145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0145
 EY0145  HISTORY     - Date     Condition        Report By
 EY0145  HISTORY     - 1947     MONUMENTED       CGS
 EY0145  HISTORY     - 1963     GOOD             NGS
 EY0145  HISTORY     - 1967     GOOD             USDA
 EY0145  HISTORY     - 19860101 GOOD             NCGS
 EY0145  HISTORY     - 1987     GOOD             USPSQD
 EY0145  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 EY0145
 EY0145                          STATION DESCRIPTION
 EY0145
 EY0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0145'11 MI E FROM BRIDGETON.
 EY0145'ADEQUATE WITH THE FOLLOWING CORRECTIONS.  (I) THE MARK IS 20
 EY0145'FEET WEST OF GAS PUMP INSTEAD OF 20 FEET NORTH.  TO REACH
 EY0145'FROM BRIDGETON P.O., TRAVEL VIA STATE HIGHWAY 55, 11.0 MILE EAST
 EY0145'TO MARK.  IT IS 50.0 FEET NORTH OF CENTERLINE STATE HIGHWAY 55,
 EY0145'49.0 FEET EAST OF CENTERLINE STATE HIGHWAY 306 LEADING TO
 EY0145'CHOCOWINITY, N.C. AND 20.0 FEET NORTH OF GAS PUMPS, AT RAYS
 EY0145'SERVICE STATION, AT GRANTSBORO.  A STANDARD DISK STAMPED A-240,
 EY0145'1947 AND SET IN A DRILL HOLE IN CONCRETE WALK.
 EY0145
 EY0145                          STATION RECOVERY (1967)
 EY0145
 EY0145'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1967
 EY0145'RECOVERED IN GOOD CONDITION.
 EY0145
 EY0145                          STATION RECOVERY (1986)
 EY0145
 EY0145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0145'RECOVERED IN GOOD CONDITION. THE STATION IS IN GRANTSBORO, IN THE
 EY0145'NORTHEAST QUADRANT OF THE NC 55 INTERSECTION WITH NC 306, IN THE
 EY0145'CONCRETE SIDEWALK OF PAVED PARKING AREA OF SAWYERS CONVENIENT MART.
 EY0145'MARK IS SET FLUSH WITH CONCRETE. LOCATED 15.24 M (50.00 FT) NORTH OF
 EY0145'THE CENTERLINE OF NC 55, 15.54 M (50.98 FT) EAST OF THE CENTERLINE OF
 EY0145'NC 306, 8.72 M (28.61 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EY0145'STORE BUILDING, 4.08 M (13.39 FT) WEST OF THE EAST END OF A GAS PUMP
 EY0145'ISLAND.
 EY0145
 EY0145                          STATION RECOVERY (1987)
 EY0145
 EY0145'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 EY0145'RECOVERED IN GOOD CONDITION.
 EY0145
 EY0145                          STATION RECOVERY (1991)
 EY0145
 EY0145'RECOVERY NOTE BY US POWER SQUADRON 1991 (MMS)
 EY0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0172 ***********************************************************************
 EY0172  DESIGNATION -  A 241
 EY0172  PID         -  EY0172
 EY0172  STATE/COUNTY-  NC/PAMLICO
 EY0172  USGS QUAD   -  JONES BAY (1993)
 EY0172
 EY0172                         *CURRENT SURVEY CONTROL
 EY0172  ___________________________________________________________________
 EY0172* NAD 83(1986)-  35 12 57.     (N)    076 37 06.     (W)     SCALED    
 EY0172* NAVD 88     -         0.800  (meters)       2.62   (feet)  ADJUSTED  
 EY0172  ___________________________________________________________________
 EY0172  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY0172  DYNAMIC HT  -           0.800 (meters)       2.62  (feet)  COMP
 EY0172  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 EY0172
 EY0172  VERT ORDER  -  THIRD
 EY0172
 EY0172.The horizontal coordinates were scaled from a topographic map and have
 EY0172.an estimated accuracy of +/- 6 seconds.
 EY0172
 EY0172.The orthometric height was determined by differential leveling
 EY0172.and adjusted in June 1991.
 EY0172
 EY0172.The geoid height was determined by GEOID03.
 EY0172
 EY0172.The dynamic height is computed by dividing the NAVD 88
 EY0172.geopotential number by the normal gravity value computed on the
 EY0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0172.degrees latitude (g = 980.6199 gals.).
 EY0172
 EY0172.The modeled gravity was interpolated from observed gravity values.
 EY0172
 EY0172;                    North         East    Units  Estimated Accuracy
 EY0172;SPC NC       -   165,210.      826,400.      MT  (+/- 180 meters Scaled)
 EY0172
 EY0172                          SUPERSEDED SURVEY CONTROL
 EY0172
 EY0172  NGVD 29 (??/??/92)    1.125  (m)            3.69   (f) ADJ UNCH    3 0
 EY0172
 EY0172.Superseded values are not recommended for survey control.
 EY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0172.See file dsdata.txt to determine how the superseded data were derived.
 EY0172
 EY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD527981(NAD 83)
 EY0172_MARKER: DB = BENCH MARK DISK
 EY0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0172_STAMPING: A 241 1947
 EY0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0172+STABILITY: SURFACE MOTION
 EY0172
 EY0172  HISTORY     - Date     Condition        Report By
 EY0172  HISTORY     - 1947     MONUMENTED       CGS
 EY0172  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0172
 EY0172                          STATION DESCRIPTION
 EY0172
 EY0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0172'11.5 MI NE FROM BAYBORO.
 EY0172'THE HIGHWAY HAS BEEN WIDENED VIA STATE HIGHWAY 304, 11.5 MILES
 EY0172'TO MARK.  IT IS 46.0 FEET SOUTHEAST OF CENTERLINE OF STAE
 EY0172'HIGHWAY 304, 10.0 FEET NORTHEAST OF FIELD ROAD, 5.5 FEET SOUTHEAST
 EY0172'OF DITCH, 16.0 FEET NORTHEAST OF HEDGE ROW, AND 2.0 FEET NORTHEAST
 EY0172'OF WHITE REFERENCE POST.  A STANDARD DISK STAMPED, A-241, 1947
 EY0172'SET IN THE TOP OF A 7 IN ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0191 ***********************************************************************
 EY0191  DESIGNATION -  A 242
 EY0191  PID         -  EY0191
 EY0191  STATE/COUNTY-  NC/BEAUFORT
 EY0191  USGS QUAD   -  AURORA (1993)
 EY0191
 EY0191                         *CURRENT SURVEY CONTROL
 EY0191  ___________________________________________________________________
 EY0191* NAD 83(1986)-  35 18 31.     (N)    076 51 30.     (W)     SCALED    
 EY0191* NAVD 88     -        14.223  (meters)      46.66   (feet)  ADJUSTED  
 EY0191  ___________________________________________________________________
 EY0191  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY0191  DYNAMIC HT  -          14.210 (meters)      46.62  (feet)  COMP
 EY0191  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 EY0191
 EY0191  VERT ORDER  -  THIRD
 EY0191
 EY0191.The horizontal coordinates were scaled from a topographic map and have
 EY0191.an estimated accuracy of +/- 6 seconds.
 EY0191
 EY0191.The orthometric height was determined by differential leveling
 EY0191.and adjusted in June 1991.
 EY0191
 EY0191.The geoid height was determined by GEOID03.
 EY0191
 EY0191.The dynamic height is computed by dividing the NAVD 88
 EY0191.geopotential number by the normal gravity value computed on the
 EY0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0191.degrees latitude (g = 980.6199 gals.).
 EY0191
 EY0191.The modeled gravity was interpolated from observed gravity values.
 EY0191
 EY0191;                    North         East    Units  Estimated Accuracy
 EY0191;SPC NC       -   175,000.      804,330.      MT  (+/- 180 meters Scaled)
 EY0191
 EY0191                          SUPERSEDED SURVEY CONTROL
 EY0191
 EY0191  NGVD 29 (??/??/92)   14.547  (m)           47.73   (f) ADJ UNCH    3 0
 EY0191
 EY0191.Superseded values are not recommended for survey control.
 EY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0191.See file dsdata.txt to determine how the superseded data were derived.
 EY0191
 EY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE310088(NAD 83)
 EY0191_MARKER: DB = BENCH MARK DISK
 EY0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0191_STAMPING: A 242 1947
 EY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0191+STABILITY: SURFACE MOTION
 EY0191
 EY0191  HISTORY     - Date     Condition        Report By
 EY0191  HISTORY     - 1947     MONUMENTED       CGS
 EY0191  HISTORY     - 1948     GOOD             NGS
 EY0191  HISTORY     - 1963     GOOD             NGS
 EY0191  HISTORY     - 19830101 MARK NOT FOUND   NCGS
 EY0191  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 EY0191
 EY0191                          STATION DESCRIPTION
 EY0191
 EY0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0191'4.9 MI NW FROM AURORA.
 EY0191'ORIGINAL DESCRIPTION INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY0191'TO REACH THE MARK FROM THE BANK AT AURORA, N.C., TRAVEL VIA
 EY0191'STATE HIGHWAY NO. 33 FOR 4.9 MILES NW TO A POINT WHERE A DIRT
 EY0191'ROAD RUNS N FROM STATE HIGHWAY 33 (ABOUT 0.9 MILE N FROM
 EY0191'INTERSECTION OF STATE HIGHWAY NOS. 33 AND 306).  IT IS 57.0 FT. E
 EY0191'OF CENTERLINE OF STATE HIGHWAY NO. 33, ABOUT 70 FT. NE OF
 EY0191'INTERSECTION OF DIRT ROAD AND STATE HIGHWAY, 5.0 FT. W OF A CORNER
 EY0191'POWER POLE, AND 4.0 FT. E OF WHITE REFERENCE POST.  THE MARK IS A
 EY0191'STANDARD BENCH MARK DISK STAMPED A-242, 1947 SET IN TOP OF
 EY0191'7 IN ROUND CONCRETE MONUMENT SET FLUSH WITH SURFACE OF THE GROUND.
 EY0191'NOTE-- THE REFERENCE DISTANCES WERE MEASURED AND THE AREA
 EY0191'PROBED WITH A MACHETTE AND SHOVEL BUT THE MARK WAS NOT FOUND.
 EY0191
 EY0191                          STATION RECOVERY (1963)
 EY0191
 EY0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0191'RECOVERED IN GOOD CONDITION.
 EY0191
 EY0191                          STATION RECOVERY (1983)
 EY0191
 EY0191'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0191'STATION WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY GRADING.
 EY0191
 EY0191                          STATION RECOVERY (1997)
 EY0191
 EY0191'RECOVERY NOTE BY US POWER SQUADRON 1997
 EY0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0389 ***********************************************************************
 EY0389  DESIGNATION -  A 243
 EY0389  PID         -  EY0389
 EY0389  STATE/COUNTY-  NC/BEAUFORT
 EY0389  USGS QUAD   -  PINETOWN (1974)
 EY0389
 EY0389                         *CURRENT SURVEY CONTROL
 EY0389  ___________________________________________________________________
 EY0389* NAD 83(1986)-  35 35 44.     (N)    076 49 27.     (W)     SCALED    
 EY0389* NAVD 88     -         9.476  (meters)      31.09   (feet)  ADJUSTED  
 EY0389  ___________________________________________________________________
 EY0389  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 EY0389  DYNAMIC HT  -           9.468 (meters)      31.06  (feet)  COMP
 EY0389  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 EY0389
 EY0389  VERT ORDER  -  THIRD
 EY0389
 EY0389.The horizontal coordinates were scaled from a topographic map and have
 EY0389.an estimated accuracy of +/- 6 seconds.
 EY0389
 EY0389.The orthometric height was determined by differential leveling
 EY0389.and adjusted in June 1991.
 EY0389
 EY0389.The geoid height was determined by GEOID03.
 EY0389
 EY0389.The dynamic height is computed by dividing the NAVD 88
 EY0389.geopotential number by the normal gravity value computed on the
 EY0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0389.degrees latitude (g = 980.6199 gals.).
 EY0389
 EY0389.The modeled gravity was interpolated from observed gravity values.
 EY0389
 EY0389;                    North         East    Units  Estimated Accuracy
 EY0389;SPC NC       -   206,890.      806,740.      MT  (+/- 180 meters Scaled)
 EY0389
 EY0389                          SUPERSEDED SURVEY CONTROL
 EY0389
 EY0389  NGVD 29 (??/??/92)    9.805  (m)           32.17   (f) ADJ UNCH    3 0
 EY0389
 EY0389.Superseded values are not recommended for survey control.
 EY0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0389.See file dsdata.txt to determine how the superseded data were derived.
 EY0389
 EY0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE347406(NAD 83)
 EY0389_MARKER: DB = BENCH MARK DISK
 EY0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0389_SP_SET: MONUMENT
 EY0389_STAMPING: A 243 1948
 EY0389_MARK LOGO: CGS   
 EY0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0389+STABILITY: SURFACE MOTION
 EY0389
 EY0389  HISTORY     - Date     Condition        Report By
 EY0389  HISTORY     - 1948     MONUMENTED       CGS
 EY0389  HISTORY     - 1963     GOOD             NGS
 EY0389  HISTORY     - 1972     GOOD             NGS
 EY0389  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EY0389
 EY0389                          STATION DESCRIPTION
 EY0389
 EY0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0389'AT ACRE STATION.
 EY0389'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 EY0389'CORRECTIONS.  (1) THE WITNESS POST IS NOT IN PLACE.  (2) THE DISTANCE
 EY0389'FROM THE ROAD IS 62 FEET.  (3) THE DISTANCE FROM THE OAK TREE IS
 EY0389'89 FEET.  (4) THE MARK IS 2 INCHES UNDER GROUND.  ORIGINAL
 EY0389'DESCRIPTION-- AT ACRE STATION, BEAUFORT CO., 64.0 FEET WEST OF
 EY0389'THE CENTERLINE OF STATE HIGHWAY 32, 18.0 FEET SOUTH OF THE
 EY0389'CENTERLINE OF THE RAILROAD, 92.0 FEET NORTHEAST OF AN 18 INCH
 EY0389'OAK TREE, AND 2.5 FEET SOUTHEAST OF A WITNESS POST AND SET IN
 EY0389'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 EY0389'GROUND.
 EY0389
 EY0389                          STATION RECOVERY (1972)
 EY0389
 EY0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EY0389'RECOVERED IN GOOD CONDITION.
 EY0389
 EY0389                          STATION RECOVERY (1983)
 EY0389
 EY0389'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0389'NOT RECOVERED-CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0097 ***********************************************************************
 EY0097  DESIGNATION -  A 244
 EY0097  PID         -  EY0097
 EY0097  STATE/COUNTY-  NC/HYDE
 EY0097  USGS QUAD   -  SCRANTON (1974)
 EY0097
 EY0097                         *CURRENT SURVEY CONTROL
 EY0097  ___________________________________________________________________
 EY0097* NAD 83(2001)-  35 29 01.79339(N)    076 26 27.81905(W)     ADJUSTED  
 EY0097* NAVD 88     -         0.661  (meters)       2.17   (feet)  ADJUSTED  
 EY0097  ___________________________________________________________________
 EY0097  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 EY0097  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EY0097  DYNAMIC HT  -           0.661 (meters)       2.17  (feet)  COMP
 EY0097  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 EY0097
 EY0097  HORZ ORDER  -  SECOND
 EY0097  VERT ORDER  -  THIRD
 EY0097
 EY0097.The horizontal coordinates were established by classical geodetic methods
 EY0097.and adjusted by the National Geodetic Survey in August 2005.
 EY0097
 EY0097.The orthometric height was determined by differential leveling
 EY0097.and adjusted in June 1991.
 EY0097
 EY0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0097
 EY0097.The geoid height was determined by GEOID03.
 EY0097
 EY0097.The dynamic height is computed by dividing the NAVD 88
 EY0097.geopotential number by the normal gravity value computed on the
 EY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0097.degrees latitude (g = 980.6199 gals.).
 EY0097
 EY0097.The modeled gravity was interpolated from observed gravity values.
 EY0097
 EY0097;                    North         East     Units Scale Factor Converg.
 EY0097;SPC NC       -   195,327.123   841,765.326   MT  0.99988077   +1 28 37.0
 EY0097;SPC NC       -   640,835.74  2,761,691.74   sFT  0.99988077   +1 28 37.0
 EY0097;UTM  18      - 3,927,654.671   369,275.006   MT  0.99981059   -0 50 11.8
 EY0097
 EY0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0097!SPC NC       -   1.00000579  x   0.99988077  =   0.99988656
 EY0097!UTM  18      -   1.00000579  x   0.99981059  =   0.99981638
 EY0097
 EY0097                          SUPERSEDED SURVEY CONTROL
 EY0097
 EY0097  NAD 83(1986)-  35 29 01.80567(N)    076 26 27.82507(W) AD(       ) 2
 EY0097  NAVD 88 (07/14/98)    0.66   (m)            2.2    (f) LEVELING    3  
 EY0097  NGVD 29 (??/??/92)    0.941  (m)            3.09   (f) ADJ UNCH    3 0
 EY0097
 EY0097.Superseded values are not recommended for survey control.
 EY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0097.See file dsdata.txt to determine how the superseded data were derived.
 EY0097
 EY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6927527655(NAD 83)
 EY0097_MARKER: DB = BENCH MARK DISK
 EY0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0097_SP_SET: HEADWALL
 EY0097_STAMPING: A 244 1948
 EY0097_MARK LOGO: CGS   
 EY0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0097+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1995
 EY0097
 EY0097  HISTORY     - Date     Condition        Report By
 EY0097  HISTORY     - 1948     MONUMENTED       CGS
 EY0097  HISTORY     - 1963     GOOD             NGS
 EY0097  HISTORY     - 1982     GOOD             NCGS
 EY0097  HISTORY     - 19820421 GOOD             NCGS
 EY0097  HISTORY     - 19951005 GOOD             NCGS
 EY0097
 EY0097                          STATION DESCRIPTION
 EY0097
 EY0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0097'1.3 MI E FROM SCRANTON.
 EY0097'LOCATED 1.3 MILES EAST ALONG U.S. HIGHWAY NO. 264 FROM THE POST
 EY0097'OFFICE IN SCRANTON, N.C., 18.6 FEET WEST OF CENTERLINE OF HIGHWAY,
 EY0097'76.5 FEET NORTH OF TELEPHONE POLE NO. 1705-E47, 75.9 FEET SOUTH
 EY0097'OF TELEPHONE POLE NO. 1705.  A STANDARD BENCH MARK STAMPED A-244,
 EY0097'1948 SET IN WEST HEADWALL.  NOTE-- TO BE RESET, JUNE 16 1955.
 EY0097
 EY0097                          STATION RECOVERY (1982)
 EY0097
 EY0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0097'RECOVERED IN GOOD CONDITION.
 EY0097
 EY0097                          STATION RECOVERY (1982)
 EY0097
 EY0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0097'RECOVERED IN GOOD CONDITION.  LOCATED 1.3 M (4.3 FT) NORTH OF THE
 EY0097'SOUTH END OF THE HEADWALL AND 32.6 M (107.0 FT) SOUTH-SOUTHWEST OF A
 EY0097'POWER POLE WITH A REFERENCE TAG.
 EY0097
 EY0097                          STATION RECOVERY (1995)
 EY0097
 EY0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EY0097'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.$CGS BENCH
 EY0097'MARK DISK STAMPED---A 244 1948---. REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0317 ***********************************************************************
 EY0317  DESIGNATION -  A 246
 EY0317  PID         -  EY0317
 EY0317  STATE/COUNTY-  NC/WASHINGTON
 EY0317  USGS QUAD   -  ROPER NORTH (1978)
 EY0317
 EY0317                         *CURRENT SURVEY CONTROL
 EY0317  ___________________________________________________________________
 EY0317* NAD 83(1986)-  35 56 04.     (N)    076 34 12.     (W)     SCALED    
 EY0317* NAVD 88     -         1.034  (meters)       3.39   (feet)  ADJUSTED  
 EY0317  ___________________________________________________________________
 EY0317  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 EY0317  DYNAMIC HT  -           1.033 (meters)       3.39  (feet)  COMP
 EY0317  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 EY0317
 EY0317  VERT ORDER  -  SECOND    CLASS II
 EY0317
 EY0317.The horizontal coordinates were scaled from a topographic map and have
 EY0317.an estimated accuracy of +/- 6 seconds.
 EY0317
 EY0317.The orthometric height was determined by differential leveling
 EY0317.and adjusted in May 2000.
 EY0317
 EY0317.The geoid height was determined by GEOID03.
 EY0317
 EY0317.The dynamic height is computed by dividing the NAVD 88
 EY0317.geopotential number by the normal gravity value computed on the
 EY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0317.degrees latitude (g = 980.6199 gals.).
 EY0317
 EY0317.The modeled gravity was interpolated from observed gravity values.
 EY0317
 EY0317;                    North         East    Units  Estimated Accuracy
 EY0317;SPC NC       -   245,010.      828,850.      MT  (+/- 180 meters Scaled)
 EY0317
 EY0317                          SUPERSEDED SURVEY CONTROL
 EY0317
 EY0317  NAVD 88 (06/15/91)    1.142  (m)            3.75   (f) UNKNOWN     3 0
 EY0317  NGVD 29 (??/??/92)    1.473  (m)            4.83   (f) ADJ UNCH    3 0
 EY0317
 EY0317.Superseded values are not recommended for survey control.
 EY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0317.See file dsdata.txt to determine how the superseded data were derived.
 EY0317
 EY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE583778(NAD 83)
 EY0317_MARKER: DB = BENCH MARK DISK
 EY0317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0317_SP_SET: CULVERT HEADWALL
 EY0317_STAMPING: A 246 1948
 EY0317_MARK LOGO: CGS   
 EY0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0317+STABILITY: SURFACE MOTION
 EY0317
 EY0317  HISTORY     - Date     Condition        Report By
 EY0317  HISTORY     - 1948     MONUMENTED       CGS
 EY0317  HISTORY     - 1963     GOOD             NGS
 EY0317  HISTORY     - 19780101 GOOD             NCGS
 EY0317
 EY0317                          STATION DESCRIPTION
 EY0317
 EY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0317'1.5 MI E FROM PLEASANT GROVE.
 EY0317'THE PUBLISHED DESCRIPTION IS ADEQUATE FOR RECOVERY.  1.5 MILES
 EY0317'EAST ALONG HIGHWAYS 32 AND 64 FROM PLEASANT GROVE, (MACKEYS
 EY0317'ROAD), WASHINGTON COUNTY, 3.7 MILES WEST OF THE JUNCTION OF
 EY0317'HIGHWAYS 32 AND 64, 16.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 EY0317'54.0 FEET SOUTHEAST OF TELEPHONE POLE 1021, AND SET IN THE TOP
 EY0317'OF THE SOUTH HEADWALL OF A CULVERT.
 EY0317
 EY0317                          STATION RECOVERY (1978)
 EY0317
 EY0317'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HAS)
 EY0317'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0034 ***********************************************************************
 EX0034  DESIGNATION -  A 247
 EX0034  PID         -  EX0034
 EX0034  STATE/COUNTY-  NC/DARE
 EX0034  USGS QUAD   -  ENGELHARD NE (1980)
 EX0034
 EX0034                         *CURRENT SURVEY CONTROL
 EX0034  ___________________________________________________________________
 EX0034* NAD 83(1986)-  35 39 05.     (N)    075 46 38.     (W)     SCALED    
 EX0034* NAVD 88     -         1.597  (meters)       5.24   (feet)  ADJUSTED  
 EX0034  ___________________________________________________________________
 EX0034  GEOID HEIGHT-         -38.90  (meters)                     GEOID03
 EX0034  DYNAMIC HT  -           1.596 (meters)       5.24  (feet)  COMP
 EX0034  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 EX0034
 EX0034  VERT ORDER  -  THIRD
 EX0034
 EX0034.The horizontal coordinates were scaled from a topographic map and have
 EX0034.an estimated accuracy of +/- 6 seconds.
 EX0034
 EX0034.The orthometric height was determined by differential leveling
 EX0034.and adjusted in June 1991.
 EX0034
 EX0034.The geoid height was determined by GEOID03.
 EX0034
 EX0034.The dynamic height is computed by dividing the NAVD 88
 EX0034.geopotential number by the normal gravity value computed on the
 EX0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0034.degrees latitude (g = 980.6199 gals.).
 EX0034
 EX0034.The modeled gravity was interpolated from observed gravity values.
 EX0034
 EX0034;                    North         East    Units  Estimated Accuracy
 EX0034;SPC NC       -   215,660.      901,370.      MT  (+/- 180 meters Scaled)
 EX0034
 EX0034                          SUPERSEDED SURVEY CONTROL
 EX0034
 EX0034  NGVD 29 (??/??/92)    1.90   (m)            6.2    (f) COMPUTED    3 0
 EX0034
 EX0034.Superseded values are not recommended for survey control.
 EX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0034.See file dsdata.txt to determine how the superseded data were derived.
 EX0034
 EX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE296455(NAD 83)
 EX0034_MARKER: DB = BENCH MARK DISK
 EX0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0034_STAMPING: A 247 1949
 EX0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0034+STABILITY: SURFACE MOTION
 EX0034
 EX0034  HISTORY     - Date     Condition        Report By
 EX0034  HISTORY     - 1949     MONUMENTED       CGS
 EX0034  HISTORY     - 1962     MARK NOT FOUND   NGS
 EX0034  HISTORY     - 1974     MARK NOT FOUND   NGS
 EX0034
 EX0034                          STATION DESCRIPTION
 EX0034
 EX0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EX0034'6.2 MI SW FROM STUMPY POINT.
 EX0034'4.35 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM PAINS CREEK
 EX0034'BRIDGE, 20.5 FEET WEST FROM CENTERLINE OF HIGHWAY, 9.0 FEET
 EX0034'EAST FROM BANK OF CANAL WHICH PARALLELS HIGHWAY AND 3.0 FEET
 EX0034'SOUTH OF A WITNESS POST, SET IN TOP OF A 10 INCH CONCRETE
 EX0034'MONUMENT PROJECTING THREE INCHES.
 EX0034
 EX0034                          STATION RECOVERY (1974)
 EX0034
 EX0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0085 ***********************************************************************
 EX0085  DESIGNATION -  A 248
 EX0085  PID         -  EX0085
 EX0085  STATE/COUNTY-  NC/DARE
 EX0085  USGS QUAD   -  EAST LAKE SE (1987)
 EX0085
 EX0085                         *CURRENT SURVEY CONTROL
 EX0085  ___________________________________________________________________
 EX0085* NAD 83(1986)-  35 51 56.     (N)    075 51 52.     (W)     SCALED    
 EX0085* NAVD 88     -         0.744  (meters)       2.44   (feet)  ADJUSTED  
 EX0085  ___________________________________________________________________
 EX0085  GEOID HEIGHT-         -39.01  (meters)                     GEOID03
 EX0085  DYNAMIC HT  -           0.743 (meters)       2.44  (feet)  COMP
 EX0085  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 EX0085
 EX0085  VERT ORDER  -  THIRD
 EX0085
 EX0085.The horizontal coordinates were scaled from a topographic map and have
 EX0085.an estimated accuracy of +/- 6 seconds.
 EX0085
 EX0085.The orthometric height was determined by differential leveling
 EX0085.and adjusted in June 1991.
 EX0085
 EX0085.The geoid height was determined by GEOID03.
 EX0085
 EX0085.The dynamic height is computed by dividing the NAVD 88
 EX0085.geopotential number by the normal gravity value computed on the
 EX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0085.degrees latitude (g = 980.6199 gals.).
 EX0085
 EX0085.The modeled gravity was interpolated from observed gravity values.
 EX0085
 EX0085;                    North         East    Units  Estimated Accuracy
 EX0085;SPC NC       -   239,160.      892,730.      MT  (+/- 180 meters Scaled)
 EX0085
 EX0085                          SUPERSEDED SURVEY CONTROL
 EX0085
 EX0085  NGVD 29 (??/??/92)    0.92   (m)            3.0    (f) COMPUTED    3 0
 EX0085
 EX0085.Superseded values are not recommended for survey control.
 EX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0085.See file dsdata.txt to determine how the superseded data were derived.
 EX0085
 EX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE219693(NAD 83)
 EX0085_MARKER: DB = BENCH MARK DISK
 EX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0085_STAMPING: A 248 1949
 EX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0085+STABILITY: SURFACE MOTION
 EX0085
 EX0085  HISTORY     - Date     Condition        Report By
 EX0085  HISTORY     - 1949     MONUMENTED       CGS
 EX0085  HISTORY     - 1962     GOOD             NGS
 EX0085  HISTORY     - 1974     MARK NOT FOUND   NGS
 EX0085
 EX0085                          STATION DESCRIPTION
 EX0085
 EX0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EX0085'6.5 MI E FROM EAST LAKE.
 EX0085'4.95 MILES WEST ALONG THE EAST LAKE ROAD FROM THE JUNCTION OF
 EX0085'EAST LAKE ROAD WITH U.S. HIGHWAY NO. 264, 47.5 FEET WEST OF THE
 EX0085'INLET END OF A CROSS DRAIN PIPE, 24.5 FEET SOUTH OF CENTERLINE
 EX0085'OF ROAD, 53.0 FEET SOUTH OF THE SOUTH BANK OF CANAL WHICH PARALLELS
 EX0085'ROAD AND 2.0 FEET SOUTHWEST OF WITNESS POST, SET IN TOP OF A
 EX0085'10 INCH ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  NOTE-- THE
 EX0085'MARK IS NOW 1.5 FEET NORTH OF A CGS WITNESS SIGN.  EAST LAKE ROAD
 EX0085'IS NOW U.S. HIGHWAY 64.  NOT RECOVERED.  AREA WAS PROBED WITH
 EX0085'A MACHETTE AND SHOVEL WITHOUT RESULTS.
 EX0085
 EX0085                          STATION RECOVERY (1974)
 EX0085
 EX0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0095 ***********************************************************************
 EX0095  DESIGNATION -  A 249
 EX0095  PID         -  EX0095
 EX0095  STATE/COUNTY-  NC/DARE
 EX0095  USGS QUAD   -  MANTEO (1983)
 EX0095
 EX0095                         *CURRENT SURVEY CONTROL
 EX0095  ___________________________________________________________________
 EX0095* NAD 83(2001)-  35 55 19.97344(N)    075 42 21.05745(W)     ADJUSTED  
 EX0095* NAVD 88     -         2.637  (meters)       8.65   (feet)  ADJUSTED  
 EX0095  ___________________________________________________________________
 EX0095  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EX0095  GEOID HEIGHT-         -39.02  (meters)                     GEOID03
 EX0095  DYNAMIC HT  -           2.635 (meters)       8.64  (feet)  COMP
 EX0095  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 EX0095
 EX0095  HORZ ORDER  -  SECOND
 EX0095  VERT ORDER  -  THIRD
 EX0095
 EX0095.The horizontal coordinates were established by classical geodetic methods
 EX0095.and adjusted by the National Geodetic Survey in August 2005.
 EX0095
 EX0095.The orthometric height was determined by differential leveling
 EX0095.and adjusted in June 1991.
 EX0095
 EX0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0095
 EX0095.The geoid height was determined by GEOID03.
 EX0095
 EX0095.The dynamic height is computed by dividing the NAVD 88
 EX0095.geopotential number by the normal gravity value computed on the
 EX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0095.degrees latitude (g = 980.6199 gals.).
 EX0095
 EX0095.The modeled gravity was interpolated from observed gravity values.
 EX0095
 EX0095;                    North         East     Units Scale Factor Converg.
 EX0095;SPC NC       -   245,902.327   906,833.280   MT  0.99994094   +1 54 04.6
 EX0095;SPC NC       -   806,764.55  2,975,168.85   sFT  0.99994094   +1 54 04.6
 EX0095;UTM  18      - 3,975,551.131   436,320.561   MT  0.99964997   -0 24 50.9
 EX0095
 EX0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0095!SPC NC       -   1.00000571  x   0.99994094  =   0.99994665
 EX0095!UTM  18      -   1.00000571  x   0.99964997  =   0.99965568
 EX0095
 EX0095                          SUPERSEDED SURVEY CONTROL
 EX0095
 EX0095  NAD 83(1986)-  35 55 19.98795(N)    075 42 21.06618(W) AD(       ) 2
 EX0095  NAD 27      -  35 55 19.38278(N)    075 42 22.44232(W) AD(       ) 2
 EX0095  NGVD 29 (??/??/92)    2.941  (m)            9.65   (f) ADJ UNCH    3 0
 EX0095
 EX0095.Superseded values are not recommended for survey control.
 EX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0095.See file dsdata.txt to determine how the superseded data were derived.
 EX0095
 EX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3632175551(NAD 83)
 EX0095_MARKER: DB = BENCH MARK DISK
 EX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0095_STAMPING: A 249 1949
 EX0095_MARK LOGO: CGS   
 EX0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0095+STABILITY: SURFACE MOTION
 EX0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EX0095+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 EX0095
 EX0095  HISTORY     - Date     Condition        Report By
 EX0095  HISTORY     - 1974     MONUMENTED       CGS
 EX0095  HISTORY     - 1962     GOOD             NGS
 EX0095  HISTORY     - 1963     MARK NOT FOUND   NGS
 EX0095  HISTORY     - 1985     GOOD             LOCSUR
 EX0095  HISTORY     - 19910525 GOOD             USPSQD
 EX0095  HISTORY     - 19910623 GOOD             USPSQD
 EX0095  HISTORY     - 19941220 GOOD             NCGS
 EX0095
 EX0095                          STATION DESCRIPTION
 EX0095
 EX0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (JWC)
 EX0095'A-249 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE VICINITY
 EX0095'OF MANTEO, NORTH CAROLINA.
 EX0095'
 EX0095'A-249 IS LOCATED APPROXIMATELY 2.1 MILES WNW OF MANTEO.  TO REACH
 EX0095'STATION FROM THE EAST END OF THE WILLIAM B. UMSTEAD BRIDGE OVER
 EX0095'CROATAN SOUND, PROCEED EASTERLY ALONG U.S. 64-U.S. 264 FOR 1.9
 EX0095'MILES TO THE INTERSECTION WITH SR 1116, THENCE SOUTHWEST ALONG SR
 EX0095'1116 FOR 1.05 MILES TO THE INTERSECTION WITH SR 1115, AND STATION
 EX0095'ON NORTHWEST SIDE OF INTERSECTION.
 EX0095'
 EX0095'STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 EX0095'A-249 1949, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0095'WHICH IS 1 INCH ABOVE THE GROUND.
 EX0095'
 EX0095'MARK IS 34.1 FT NW OF C/L OF SR 1116
 EX0095'
 EX0095'93.0 FT NE OF PP 52/28 WITH ALUMINUM REF. TAG
 EX0095'
 EX0095'10.7 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG
 EX0095'
 EX0095'188.6 FT NE OF R. A. FESSENDEN HISTORICAL SIGN POST
 EX0095'
 EX0095'22.3 FT SW OF METAL SIGN POST (EASTERNMOST AND NEAREST TO SR 1116)
 EX0095
 EX0095                          STATION RECOVERY (1962)
 EX0095
 EX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EX0095'3.1 MI NW FROM MANTEO.
 EX0095'1.1 MILES SOUTHWEST ALONG THE COUNTY AIRPORT ROAD FROM ITS
 EX0095'JUNCTION WITH STATE HIGHWAY NO. 345, AT THE NORTHWEST CORNER
 EX0095'OF THE JUNCTION OF SUNNY SIDE ROAD WITH THE AIRPORT ROAD, 34.6
 EX0095'FEET NORTHWEST OF THE CENTERLINE OF AIRPORT ROAD, 91.6 FEET
 EX0095'NORTHEAST OF TELEPHONE POLE NO. 30 AND 9.4 FEET NORTHWEST OF
 EX0095'A WITNESS POST, SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT
 EX0095'PROJECTING 3 INCHES.  NOTE-- AIRPORT ROAD IS NOW COUNTY ROAD 1116
 EX0095'AND SUNNY SIDE ROAD IS NO. 1115.  MARK IS AT THE POINT WHERE THE
 EX0095'ROAD CURVES LEFT AND THE POLE IS NOW NO. 28 AND THE MARK IS 1.5 FEET
 EX0095'WEST OF A CGS WITNESS SIGN.
 EX0095
 EX0095                          STATION RECOVERY (1963)
 EX0095
 EX0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EX0095'MARK NOT FOUND.
 EX0095
 EX0095                          STATION RECOVERY (1985)
 EX0095
 EX0095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 EX0095'RECOVERED IN GOOD CONDITION.
 EX0095
 EX0095                          STATION RECOVERY (1991)
 EX0095
 EX0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 EX0095'RECOVERED IN GOOD CONDITION.
 EX0095
 EX0095                          STATION RECOVERY (1991)
 EX0095
 EX0095'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0095'RECOVERED IN GOOD CONDITION.
 EX0095
 EX0095                          STATION RECOVERY (1994)
 EX0095
 EX0095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EX0095'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS
 EX0095'ABOUT 1-FOOT LOWER THAN SR 1116. LOCATED 93 FT (28.3 M) NORTHEAST OF A
 EX0095'POWER POLE (NO.Q1819XN22) WITH REFERENCE TAG, 11.1 FT (3.4 M) EAST OF
 EX0095'A 12-INCH PINE TREE WITH REFERENCE TAG. THE HISTORICAL SIGN IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0667 ***********************************************************************
 FX0667  DESIGNATION -  A 25
 FX0667  PID         -  FX0667
 FX0667  STATE/COUNTY-  NC/CHOWAN
 FX0667  USGS QUAD   -  EDENTON (1981)
 FX0667
 FX0667                         *CURRENT SURVEY CONTROL
 FX0667  ___________________________________________________________________
 FX0667* NAD 83(1986)-  36 05 29.     (N)    076 34 49.     (W)     SCALED    
 FX0667* NAVD 88     -         5.080  (meters)      16.67   (feet)  ADJUSTED  
 FX0667  ___________________________________________________________________
 FX0667  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 FX0667  DYNAMIC HT  -           5.075 (meters)      16.65  (feet)  COMP
 FX0667  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 FX0667
 FX0667  VERT ORDER  -  FIRST     CLASS I
 FX0667
 FX0667.The horizontal coordinates were scaled from a topographic map and have
 FX0667.an estimated accuracy of +/- 6 seconds.
 FX0667
 FX0667.The orthometric height was determined by differential leveling
 FX0667.and adjusted in June 1991.
 FX0667
 FX0667.The geoid height was determined by GEOID03.
 FX0667
 FX0667.The dynamic height is computed by dividing the NAVD 88
 FX0667.geopotential number by the normal gravity value computed on the
 FX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0667.degrees latitude (g = 980.6199 gals.).
 FX0667
 FX0667.The modeled gravity was interpolated from observed gravity values.
 FX0667
 FX0667;                    North         East    Units  Estimated Accuracy
 FX0667;SPC NC       -   262,400.      827,490.      MT  (+/- 180 meters Scaled)
 FX0667
 FX0667                          SUPERSEDED SURVEY CONTROL
 FX0667
 FX0667  NGVD 29 (??/??/92)    5.414  (m)           17.76   (f) ADJ UNCH    1 1
 FX0667
 FX0667.Superseded values are not recommended for survey control.
 FX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0667.See file dsdata.txt to determine how the superseded data were derived.
 FX0667
 FX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE577952(NAD 83)
 FX0667_MARKER: DB = BENCH MARK DISK
 FX0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0667_STAMPING: 17.835 A 25 1932
 FX0667_PROJECTION: FLUSH
 FX0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0667+STABILITY: SURFACE MOTION
 FX0667
 FX0667  HISTORY     - Date     Condition        Report By
 FX0667  HISTORY     - 1932     MONUMENTED       CGS
 FX0667  HISTORY     - 1963     GOOD             NGS
 FX0667  HISTORY     - 1979     GOOD             NCGS
 FX0667
 FX0667                          STATION DESCRIPTION
 FX0667
 FX0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0667'2.8 MI NE FROM EDENTON.
 FX0667'ABOUT 2.75 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 FX0667'FROM THE STATION AT EDENTON, 0.3 MILE NORTHEAST OF MILEPOST 71,
 FX0667'34 FEET SOUTHEAST OF SOUTHEAST RAIL, 29 FEET NORTH OF A POWER
 FX0667'POLE, 38 FEET NORTHEAST OF CENTER LINE OF COUNTY ROAD 1323 WHICH
 FX0667'DEAD ENDS AT TRACK, 184 FEET NORTHEAST OF NORTH CORNER OF WIRE
 FX0667'FENCE SURROUNDING THE ALBEMARLE ELECTRIC MEMBERSHIP CORP. EDENTON
 FX0667'SUB-STATION, 2 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 FX0667'CONCRETE POST PROJECTING 2 INCHES.
 FX0667
 FX0667                          STATION RECOVERY (1979)
 FX0667
 FX0667'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX0667'2.6 MILES NORTHEAST ALONG US HIGHWAY 17 BYPASS FROM THE STATE
 FX0667'HIGHWAY 32 UNDERPASS AT EDENTON TO INTERSECTION WITH US HIGHWAY
 FX0667'17 BUSINESS (SOUTH) AND SECONDARY ROUTE 1328 (NORTH), THENCE 0.2
 FX0667'MILE NORTH ALONG SECONDARY ROUTE 1328 TO SECONDARY ROUTE 1329,
 FX0667'THENCE 0.55 MILE WEST ALONG SECONDARY ROUTE 1329 TO RAILROAD AND
 FX0667'STATION ON THE RIGHT, 32.1 FEET NORTHEAST OF CENTERLINE OF ROAD,
 FX0667'33.5 FEET SOUTHEAST OF SOUTH RAIL OF TRACKS, 84.5 FEET NORTHEAST
 FX0667'OF POWER POLE NO. 64 136 WITH REFERENCE TAG, 109.5 FEET NORTH OF
 FX0667'A POWER POLE WITH REFERENCE TAG AND 183.4 FEET NORTHEAST OF
 FX0667'NORTHWEST CORNER OF A SUB-STATION FENCE.
 FX0667'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 FX0667'THE MARK IS 4.0 FT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0320 ***********************************************************************
 EY0320  DESIGNATION -  A 250
 EY0320  PID         -  EY0320
 EY0320  STATE/COUNTY-  NC/WASHINGTON
 EY0320  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY0320
 EY0320                         *CURRENT SURVEY CONTROL
 EY0320  ___________________________________________________________________
 EY0320* NAD 83(1986)-  35 50 39.     (N)    076 44 32.     (W)     SCALED    
 EY0320* NAVD 88     -         4.025  (meters)      13.21   (feet)  ADJUSTED  
 EY0320  ___________________________________________________________________
 EY0320  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY0320  DYNAMIC HT  -           4.021 (meters)      13.19  (feet)  COMP
 EY0320  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 EY0320
 EY0320  VERT ORDER  -  THIRD
 EY0320
 EY0320.The horizontal coordinates were scaled from a topographic map and have
 EY0320.an estimated accuracy of +/- 6 seconds.
 EY0320
 EY0320.The orthometric height was determined by differential leveling
 EY0320.and adjusted in June 1991.
 EY0320
 EY0320.The geoid height was determined by GEOID03.
 EY0320
 EY0320.The dynamic height is computed by dividing the NAVD 88
 EY0320.geopotential number by the normal gravity value computed on the
 EY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0320.degrees latitude (g = 980.6199 gals.).
 EY0320
 EY0320.The modeled gravity was interpolated from observed gravity values.
 EY0320
 EY0320;                    North         East    Units  Estimated Accuracy
 EY0320;SPC NC       -   234,630.      813,540.      MT  (+/- 180 meters Scaled)
 EY0320
 EY0320                          SUPERSEDED SURVEY CONTROL
 EY0320
 EY0320  NGVD 29 (??/??/92)    4.368  (m)           14.33   (f) ADJ UNCH    3 0
 EY0320
 EY0320.Superseded values are not recommended for survey control.
 EY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0320.See file dsdata.txt to determine how the superseded data were derived.
 EY0320
 EY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE426680(NAD 83)
 EY0320_MARKER: DB = BENCH MARK DISK
 EY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0320_SP_SET: MONUMENT
 EY0320_STAMPING: A 250 1951
 EY0320_MARK LOGO: CGS   
 EY0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0320+STABILITY: SURFACE MOTION
 EY0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0320+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY0320
 EY0320  HISTORY     - Date     Condition        Report By
 EY0320  HISTORY     - 1951     MONUMENTED       CGS
 EY0320  HISTORY     - 1963     GOOD             NGS
 EY0320  HISTORY     - 19850101 GOOD             NCGS
 EY0320  HISTORY     - 1989     GOOD             USPSQD
 EY0320  HISTORY     - 19890823 GOOD             NCGS
 EY0320
 EY0320                          STATION DESCRIPTION
 EY0320
 EY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EY0320'1.1 MI S FROM PLYMOUTH.
 EY0320'LOCATED 1.1 MILES SOUTH OF R.R. STATION AT PLYMOUTH ALONG N.C.
 EY0320'HIGHWAY NO. 32, 35.8 FEET WEST OF CENTERLINE OF HIGHWAY, 30.0
 EY0320'FEET SOUTH OF CENTERLINE OF UNPAVED ROAD WEST AND 2.5 FEET
 EY0320'SOUTHEAST OF WITNESS POST.  THE DISK WAS SET IN TOP OF A 10-INCH
 EY0320'ROUND CONCRETE MONUMENT PROJECTING 2 INCHES.  IT IS 3.0 FEET
 EY0320'PLUS OR MINUS BELOW GRADE OF HIGHWAY.
 EY0320
 EY0320                          STATION RECOVERY (1963)
 EY0320
 EY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0320'RECOVERED IN GOOD CONDITION.
 EY0320
 EY0320                          STATION RECOVERY (1985)
 EY0320
 EY0320'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0320'RECOVERED AS DESCRIBED.   MARK IS ALSO 5.49 M (18.01 FT) NORTHWEST OF
 EY0320'THE NORTH END OF A DRIVEWAY CULVERT, AND 28.84 M (94.62 FT) SOUTHEAST
 EY0320'OF THE SOUTH CORNER OF A BRICK HOUSE.
 EY0320
 EY0320                          STATION RECOVERY (1989)
 EY0320
 EY0320'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY0320'RECOVERED IN GOOD CONDITION.
 EY0320
 EY0320                          STATION RECOVERY (1989)
 EY0320
 EY0320'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY0320'RECOVERED AS DESCRIBED. LOCATED 4.60 M (15.09 FT) NORTH-NORTHWEST OF
 EY0320'THE NORTH END OF A CONCRETE CULVERT UNDER A DRIVEWAY, AND 24.40 M
 EY0320'(80.05 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1515 ***********************************************************************
 FA1515  DESIGNATION -  A 251
 FA1515  PID         -  FA1515
 FA1515  STATE/COUNTY-  NC/LINCOLN
 FA1515  USGS QUAD   -  MAIDEN (1993)
 FA1515
 FA1515                         *CURRENT SURVEY CONTROL
 FA1515  ___________________________________________________________________
 FA1515* NAD 83(1986)-  35 30 54.     (N)    081 14 13.     (W)     SCALED    
 FA1515* NAVD 88     -       241.953  (meters)     793.81   (feet)  ADJUSTED  
 FA1515  ___________________________________________________________________
 FA1515  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FA1515  DYNAMIC HT  -         241.724 (meters)     793.06  (feet)  COMP
 FA1515  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 FA1515
 FA1515  VERT ORDER  -  FIRST     CLASS II
 FA1515
 FA1515.The horizontal coordinates were scaled from a topographic map and have
 FA1515.an estimated accuracy of +/- 6 seconds.
 FA1515
 FA1515.The orthometric height was determined by differential leveling
 FA1515.and adjusted in June 1991.
 FA1515
 FA1515.The geoid height was determined by GEOID03.
 FA1515
 FA1515.The dynamic height is computed by dividing the NAVD 88
 FA1515.geopotential number by the normal gravity value computed on the
 FA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1515.degrees latitude (g = 980.6199 gals.).
 FA1515
 FA1515.The modeled gravity was interpolated from observed gravity values.
 FA1515
 FA1515;                    North         East    Units  Estimated Accuracy
 FA1515;SPC NC       -   198,080.      406,720.      MT  (+/- 180 meters Scaled)
 FA1515
 FA1515                          SUPERSEDED SURVEY CONTROL
 FA1515
 FA1515.No superseded survey control is available for this station.
 FA1515
 FA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV785301(NAD 83)
 FA1515_MARKER: DB = BENCH MARK DISK
 FA1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA1515_SP_SET: CONC WHEELGUARD OVER ABUTMENT
 FA1515_STAMPING: A 251 1982
 FA1515_MARK LOGO: NGS   
 FA1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1515+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 FA1515
 FA1515  HISTORY     - Date     Condition        Report By
 FA1515  HISTORY     - 1982     MONUMENTED       NGS
 FA1515  HISTORY     - 19950715 GOOD             USPSQD
 FA1515  HISTORY     - 20010711 GOOD             USPSQD
 FA1515
 FA1515                          STATION DESCRIPTION
 FA1515
 FA1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FA1515'5.1 KM (3.2 MI) NE FROM LINCOLNTON.
 FA1515'LOCATED ALONG US 321, 4.5 KM (2.8 MI) NORTH-NORTHEAST OF THE
 FA1515'INTERSECTION WITH NC 150 (MAIN STREET) IN LINCOLNTON, OR 7.6 KM
 FA1515'(4.75 MI) SOUTHWEST OF THE INTERSECTION WITH SR 1810 IN MAIDEN, IN
 FA1515'SOUTH END OF EAST WHEEL GUARD OF BRIDGE OVER CARPENTER CREEK AND
 FA1515'0.8 KM (0.5 MI) NORTHEAST OF INTERSECTION WITH SR 1338, 4.51 METERS
 FA1515'(14.8 FT) EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY AND 0.40 METER
 FA1515'(1.3 FT) NORTH-NORTHWEST OF SOUTHEAST END OF BRIDGE RAIL.
 FA1515'THE MARK IS 1 FT ABOVE HIGHWAY.
 FA1515
 FA1515                          STATION RECOVERY (1995)
 FA1515
 FA1515'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA1515'RECOVERED IN GOOD CONDITION.
 FA1515
 FA1515                          STATION RECOVERY (2001)
 FA1515
 FA1515'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA1515'BRIDGE OVER CARPENTER CREEK IS 0.05 MILES N OF THE CL OF SR 1338 (NOT
 FA1515'0.5 MILES).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1454 ***********************************************************************
 EA1454  DESIGNATION -  A 252
 EA1454  PID         -  EA1454
 EA1454  STATE/COUNTY-  NC/ONSLOW
 EA1454  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA1454
 EA1454                         *CURRENT SURVEY CONTROL
 EA1454  ___________________________________________________________________
 EA1454* NAD 83(1986)-  34 43 37.     (N)    077 20 36.     (W)     SCALED    
 EA1454* NAVD 88     -         8.893  (meters)      29.18   (feet)  ADJUSTED  
 EA1454  ___________________________________________________________________
 EA1454  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 EA1454  DYNAMIC HT  -           8.885 (meters)      29.15  (feet)  COMP
 EA1454  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 EA1454
 EA1454  VERT ORDER  -  FIRST     CLASS II
 EA1454
 EA1454.The horizontal coordinates were scaled from a topographic map and have
 EA1454.an estimated accuracy of +/- 6 seconds.
 EA1454
 EA1454.The orthometric height was determined by differential leveling
 EA1454.and adjusted in June 1991.
 EA1454
 EA1454.The geoid height was determined by GEOID03.
 EA1454
 EA1454.The dynamic height is computed by dividing the NAVD 88
 EA1454.geopotential number by the normal gravity value computed on the
 EA1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1454.degrees latitude (g = 980.6199 gals.).
 EA1454
 EA1454.The modeled gravity was interpolated from observed gravity values.
 EA1454
 EA1454;                    North         East    Units  Estimated Accuracy
 EA1454;SPC NC       -   109,640.      761,320.      MT  (+/- 180 meters Scaled)
 EA1454
 EA1454                          SUPERSEDED SURVEY CONTROL
 EA1454
 EA1454.No superseded survey control is available for this station.
 EA1454
 EA1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD854452(NAD 83)
 EA1454_MARKER: I = METAL ROD
 EA1454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1454_SP_SET: STAINLESS STEEL ROD
 EA1454_STAMPING: A 252 1982
 EA1454_MARK LOGO: NCGS  
 EA1454_PROJECTION: FLUSH
 EA1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1454_ROD/PIPE-DEPTH: 7.32 meters
 EA1454
 EA1454  HISTORY     - Date     Condition        Report By
 EA1454  HISTORY     - 1982     MONUMENTED       NCGS
 EA1454
 EA1454                          STATION DESCRIPTION
 EA1454
 EA1454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1454'5.1 MI EAST FROM JACKSONVILLE.
 EA1454'5.1 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH US 17 IN
 EA1454'JACKSONVILLE, IN SMALL LANDSCAPED AREA IN SOUTHEAST QUADRANT OF
 EA1454'INTERSECTION WITH HOLCOMB BLVD. (OUTSIDE MAIN GATE OF CAMP LEJEUNE
 EA1454'MARINE BASE), PIPE IS SURROUNDED BY CONCRETE WITH ALUMINUM
 EA1454'IDENTIFICATION TAG IN CONCRETE, ACCESS TO DATUM POINT IS THROUGH
 EA1454'PLASTIC SCREW PLUG, 126.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST
 EA1454'BOUND LANES OF NC 24, 2.2 FEET WEST-NORTHWEST OF RIGHT-OF-WAY MARKER,
 EA1454'5.0 FEET NORTHWEST OF 30-INCH PINE WITH REFERENCE TAG, 28.0 FEET
 EA1454'EAST-SOUTHEAST OF 30-INCH PINE WITH REFERENCE TAG, AND 104.0 FEET
 EA1454'SOUTH-SOUTHEAST OF METAL LIGHT POLE WITH 6 LIGHTS.
 EA1454'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1736 ***********************************************************************
 FY1736  DESIGNATION -  A 252
 FY1736  PID         -  FY1736
 FY1736  STATE/COUNTY-  NC/VANCE
 FY1736  USGS QUAD   -  HENDERSON (1982)
 FY1736
 FY1736                         *CURRENT SURVEY CONTROL
 FY1736  ___________________________________________________________________
 FY1736* NAD 83(1986)-  36 19 44.     (N)    078 24 03.     (W)     SCALED    
 FY1736* NAVD 88     -       154.091  (meters)     505.55   (feet)  ADJUSTED  
 FY1736  ___________________________________________________________________
 FY1736  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FY1736  DYNAMIC HT  -         153.964 (meters)     505.13  (feet)  COMP
 FY1736  MODELED GRAV-     979,804.7   (mgal)                       NAVD 88
 FY1736  OBS GRAVITY -     979,798.9   (mgal)                       GRAV_OBS
 FY1736
 FY1736  VERT ORDER  -  FIRST     CLASS II
 FY1736
 FY1736.The horizontal coordinates were scaled from a topographic map and have
 FY1736.an estimated accuracy of +/- 6 seconds.
 FY1736
 FY1736.The orthometric height was determined by differential leveling
 FY1736.and adjusted in June 1991.
 FY1736
 FY1736.The geoid height was determined by GEOID03.
 FY1736
 FY1736.The dynamic height is computed by dividing the NAVD 88
 FY1736.geopotential number by the normal gravity value computed on the
 FY1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1736.degrees latitude (g = 980.6199 gals.).
 FY1736
 FY1736.The modeled gravity was interpolated from observed gravity values.
 FY1736.The observed gravity was obtained from relative gravimeter ties
 FY1736.to the IGSN71 gravity network.
 FY1736
 FY1736;                    North         East    Units  Estimated Accuracy
 FY1736;SPC NC       -   286,260.      663,400.      MT  (+/- 180 meters Scaled)
 FY1736
 FY1736                          SUPERSEDED SURVEY CONTROL
 FY1736
 FY1736  NGVD 29 (03/05/92)  154.376  (m)          506.48   (f) ADJUSTED    1 2
 FY1736
 FY1736.Superseded values are not recommended for survey control.
 FY1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1736.See file dsdata.txt to determine how the superseded data were derived.
 FY1736
 FY1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA333235(NAD 83)
 FY1736_MARKER: DB = BENCH MARK DISK
 FY1736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1736_SP_SET: BUILDING
 FY1736_STAMPING: A 252 1978
 FY1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1736
 FY1736  HISTORY     - Date     Condition        Report By
 FY1736  HISTORY     - 1978     MONUMENTED       NGS
 FY1736  HISTORY     - 1979     GOOD             NCGS
 FY1736  HISTORY     - 20050507 GOOD             GEOCAC
 FY1736
 FY1736                          STATION DESCRIPTION
 FY1736
 FY1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1736'IN HENDERSON.
 FY1736'0.1 MILES SOUTHWEST ALONG U.S. BUSINESS ROUTES 1 AND 158 FROM THEIR
 FY1736'INTERSECTION WITH STATE HIGHWAY 39.  AT THE INTERSECTION OF GARNETT
 FY1736'AND CHURCH STREETS, SET IN THE LANDING AT THE TOP OF THE SOUTHEAST
 FY1736'STEPS OF THE FIRST UNITED METHODIST CHURCH, 65 FEET NORTHWEST OF THE
 FY1736'CENTERLINE OF U.S. HIGHWAY 1 AND 158, AND 8.5 FEET NORTHEAST OF THE
 FY1736'EXTENDED CENTERLINE OF THE MAIN DOOR ENTERING THE CHURCH.
 FY1736'NOTE=JUNCTION BENCH MARK.
 FY1736'THE MARK IS 8 FT ABOVE THE ROAD.
 FY1736
 FY1736                          STATION RECOVERY (1979)
 FY1736
 FY1736'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY1736'RECOVERED IN GOOD CONDITION.
 FY1736
 FY1736                          STATION RECOVERY (2005)
 FY1736
 FY1736'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY1736'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2595 ***********************************************************************
 FX2595  DESIGNATION -  A 254
 FX2595  PID         -  FX2595
 FX2595  STATE/COUNTY-  NC/CAMDEN
 FX2595  USGS QUAD   -  ELIZABETH CITY (1982)
 FX2595
 FX2595                         *CURRENT SURVEY CONTROL
 FX2595  ___________________________________________________________________
 FX2595* NAD 83(1986)-  36 19 40.     (N)    076 10 20.     (W)     SCALED    
 FX2595* NAVD 88     -         2.381  (meters)       7.81   (feet)  ADJUSTED  
 FX2595  ___________________________________________________________________
 FX2595  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 FX2595  DYNAMIC HT  -           2.379 (meters)       7.81  (feet)  COMP
 FX2595  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 FX2595
 FX2595  VERT ORDER  -  FIRST     CLASS II
 FX2595
 FX2595.The horizontal coordinates were scaled from a topographic map and have
 FX2595.an estimated accuracy of +/- 6 seconds.
 FX2595
 FX2595.The orthometric height was determined by differential leveling
 FX2595.and adjusted in June 1991.
 FX2595
 FX2595.The geoid height was determined by GEOID03.
 FX2595
 FX2595.The dynamic height is computed by dividing the NAVD 88
 FX2595.geopotential number by the normal gravity value computed on the
 FX2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2595.degrees latitude (g = 980.6199 gals.).
 FX2595
 FX2595.The modeled gravity was interpolated from observed gravity values.
 FX2595
 FX2595;                    North         East    Units  Estimated Accuracy
 FX2595;SPC NC       -   289,590.      863,480.      MT  (+/- 180 meters Scaled)
 FX2595
 FX2595                          SUPERSEDED SURVEY CONTROL
 FX2595
 FX2595  NGVD 29 (??/??/??)    2.667  (m)            8.75   (f) ADJUSTED    1 2
 FX2595
 FX2595.Superseded values are not recommended for survey control.
 FX2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2595.See file dsdata.txt to determine how the superseded data were derived.
 FX2595
 FX2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF947209(NAD 83)
 FX2595_MARKER: I = METAL ROD
 FX2595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2595_SP_SET: STAINLESS STEEL ROD
 FX2595_STAMPING: A 254 1981
 FX2595_MARK LOGO: NGS   
 FX2595_PROJECTION: FLUSH
 FX2595_MAGNETIC: I = MARKER IS A STEEL ROD
 FX2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2595+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 FX2595_ROD/PIPE-DEPTH: 19.5 meters
 FX2595
 FX2595  HISTORY     - Date     Condition        Report By
 FX2595  HISTORY     - 1981     MONUMENTED       NGS
 FX2595  HISTORY     - 19881012 GOOD             NCGS
 FX2595  HISTORY     - 20011204 GOOD             NCGS
 FX2595
 FX2595                          STATION DESCRIPTION
 FX2595
 FX2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FX2595'IN CAMDEN.
 FX2595'IN CAMDEN, AT THE POST OFFICE LOCATED AT THE JUNCTION OF U.S. HIGHWAY
 FX2595'158 AND STATE HIGHWAY 343, AT THE SOUTH CORNER OF THE POST OFFICE
 FX2595'BUILDING, 14.63 METERS (48.0 FEET) NORTHWEST OF THE CENTER OF U.S.
 FX2595'HIGHWAY 158, 5.48 METERS (18.0 FEET) NORTH OF POWER POLE VK79-125,
 FX2595'0.82 METER (2.7 FEET) WEST-NORTHWEST OF THE SOUTH CORNER OF THE POST
 FX2595'OFFICE, 0.45 METER (1.5 FEET) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 FX2595'POST OFFICE.
 FX2595'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY.
 FX2595
 FX2595                          STATION RECOVERY (1988)
 FX2595
 FX2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX2595'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. BUILDING
 FX2595'IS NO LONGER THE POST OFFICE--NOW OCCUPIED BY A REAL ESTATE FIRM.
 FX2595
 FX2595                          STATION RECOVERY (2001)
 FX2595
 FX2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2595'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 FX2595'LOCATED 17.98 FT (5.48 M) NORTH OF POWER POLE (VK79-125).
 FX2595'REAL ESTATE FIRM IS NOW H R BLOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0680 ***********************************************************************
 FW0680  DESIGNATION -  A 255
 FW0680  PID         -  FW0680
 FW0680  STATE/COUNTY-  NC/DARE
 FW0680  USGS QUAD   -  MARTIN POINT (1982)
 FW0680
 FW0680                         *CURRENT SURVEY CONTROL
 FW0680  ___________________________________________________________________
 FW0680* NAD 83(1986)-  36 08 35.     (N)    075 44 05.     (W)     SCALED    
 FW0680* NAVD 88     -         2.293  (meters)       7.52   (feet)  ADJUSTED  
 FW0680  ___________________________________________________________________
 FW0680  GEOID HEIGHT-         -38.90  (meters)                     GEOID03
 FW0680  DYNAMIC HT  -           2.291 (meters)       7.52  (feet)  COMP
 FW0680  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 FW0680
 FW0680  VERT ORDER  -  FIRST     CLASS II
 FW0680
 FW0680.The horizontal coordinates were scaled from a topographic map and have
 FW0680.an estimated accuracy of +/- 6 seconds.
 FW0680
 FW0680.The orthometric height was determined by differential leveling
 FW0680.and adjusted in June 1991.
 FW0680
 FW0680.The geoid height was determined by GEOID03.
 FW0680
 FW0680.The dynamic height is computed by dividing the NAVD 88
 FW0680.geopotential number by the normal gravity value computed on the
 FW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0680.degrees latitude (g = 980.6199 gals.).
 FW0680
 FW0680.The modeled gravity was interpolated from observed gravity values.
 FW0680
 FW0680;                    North         East    Units  Estimated Accuracy
 FW0680;SPC NC       -   270,310.      903,420.      MT  (+/- 180 meters Scaled)
 FW0680
 FW0680                          SUPERSEDED SURVEY CONTROL
 FW0680
 FW0680  NGVD 29 (??/??/??)    2.586  (m)            8.48   (f) ADJUSTED    1 2
 FW0680
 FW0680.Superseded values are not recommended for survey control.
 FW0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0680.See file dsdata.txt to determine how the superseded data were derived.
 FW0680
 FW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF339000(NAD 83)
 FW0680_MARKER: I = METAL ROD
 FW0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0680_SP_SET: STAINLESS STEEL ROD
 FW0680_STAMPING: A 255 1981
 FW0680_MARK LOGO: NGS   
 FW0680_PROJECTION: FLUSH
 FW0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0680+STABILITY: POSITION/ELEVATION WELL
 FW0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0680+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999
 FW0680_ROD/PIPE-DEPTH: 14.6 meters
 FW0680
 FW0680  HISTORY     - Date     Condition        Report By
 FW0680  HISTORY     - 1981     MONUMENTED       NGS
 FW0680  HISTORY     - 1989     GOOD             USPSQD
 FW0680  HISTORY     - 19990608 GOOD             NCDOT
 FW0680
 FW0680                          STATION DESCRIPTION
 FW0680
 FW0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0680'3.6 KM (2.25 MI) SOUTH FROM DUCK.
 FW0680'3.6 KILOMETERS (2.25 MILES) SOUTH ALONG COUNTY ROAD 1200 FROM THE
 FW0680'UNITED METHODIST CHURCH IN DUCK, TO THE JUNCTION OF 4TH AVENUE IN THE
 FW0680'VILLAGE OF SOUTHERN SHORES AND THE MARK ON THE LEFT, 1.28 KILOMETERS
 FW0680'(0.80 MILE) SOUTH OF THE CITY LIMITS SIGN, ALSO 4.95 KILOMETERS
 FW0680'(3.1 MILES) NORTH ALONG COUNTY ROAD 1200 FROM THE JUNCTION OF U.S.
 FW0680'HIGHWAY 158 BUSINESS IN KITTY HAWK, 9.60 METERS (31.5 FEET) EAST OF
 FW0680'THE CENTER LINE OF THE ROAD, 8.23 METERS (27.0 FEET) SOUTH OF THE
 FW0680'CENTER OF THE AVENUE, 5.9 METERS (17.0 FEET) WEST-NORTHWEST OF CABLE
 FW0680'JUNCTION BOX NUMBER 9, 1.76 METERS (5.8 FEET) SOUTHEAST OF A FIRE
 FW0680'HYDRANT.
 FW0680'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 FW0680'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0680
 FW0680                          STATION RECOVERY (1989)
 FW0680
 FW0680'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0680'RECOVERED IN GOOD CONDITION.
 FW0680
 FW0680                          STATION RECOVERY (1999)
 FW0680
 FW0680'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2270 ***********************************************************************
 FB2270  DESIGNATION -  A 256
 FB2270  PID         -  FB2270
 FB2270  STATE/COUNTY-  NC/MACON
 FB2270  USGS QUAD   -  GREENS CREEK (1978)
 FB2270
 FB2270                         *CURRENT SURVEY CONTROL
 FB2270  ___________________________________________________________________
 FB2270* NAD 83(1986)-  35 15 12.     (N)    083 19 03.     (W)     SCALED    
 FB2270* NAVD 88     -       902.394  (meters)    2960.60   (feet)  ADJUSTED  
 FB2270  ___________________________________________________________________
 FB2270  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB2270  DYNAMIC HT  -         901.442 (meters)    2957.48  (feet)  COMP
 FB2270  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 FB2270
 FB2270  VERT ORDER  -  FIRST     CLASS II
 FB2270
 FB2270.The horizontal coordinates were scaled from a topographic map and have
 FB2270.an estimated accuracy of +/- 6 seconds.
 FB2270
 FB2270.The orthometric height was determined by differential leveling
 FB2270.and adjusted in June 1991.
 FB2270
 FB2270.The geoid height was determined by GEOID03.
 FB2270
 FB2270.The dynamic height is computed by dividing the NAVD 88
 FB2270.geopotential number by the normal gravity value computed on the
 FB2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2270.degrees latitude (g = 980.6199 gals.).
 FB2270
 FB2270.The modeled gravity was interpolated from observed gravity values.
 FB2270
 FB2270;                    North         East    Units  Estimated Accuracy
 FB2270;SPC NC       -   175,310.      216,860.      MT  (+/- 180 meters Scaled)
 FB2270
 FB2270                          SUPERSEDED SURVEY CONTROL
 FB2270
 FB2270  NGVD 29 (12/12/91)  902.430  (m)         2960.72   (f) ADJUSTED    1 2
 FB2270
 FB2270.Superseded values are not recommended for survey control.
 FB2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2270.See file dsdata.txt to determine how the superseded data were derived.
 FB2270
 FB2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV891035(NAD 83)
 FB2270_MARKER: DB = BENCH MARK DISK
 FB2270_SETTING: 66 = SET IN ROCK OUTCROP
 FB2270_SP_SET: ROCK OUTCROP
 FB2270_STAMPING: A 256 1983
 FB2270_MARK LOGO: NGS   
 FB2270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2270+STABILITY: POSITION/ELEVATION WELL
 FB2270
 FB2270  HISTORY     - Date     Condition        Report By
 FB2270  HISTORY     - 1983     MONUMENTED       NGS
 FB2270
 FB2270                          STATION DESCRIPTION
 FB2270
 FB2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2270'10.3 KM (6.4 MI) NE FROM FRANKLIN.
 FB2270'8.8 KM (5.55 MI) NORTH ALONG U.S. HIGHWAY 441, 23 FROM THE
 FB2270'INTERSECTION OF U.S. HIGHWAY 441, 23 AND U.S. HIGHWAY BUSINESS 441 ON
 FB2270'THE EAST SIDE OF FRANKLIN, TO THE MARK ON THE LEFT, 16.4 METERS
 FB2270'(54.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 FB2270'U.S. HIGHWAY 441, 23.
 FB2270'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 FB2270'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 ED1262 ***********************************************************************
 ED1262  DESIGNATION -  A 257
 ED1262  PID         -  ED1262
 ED1262  STATE/COUNTY-  NC/MACON
 ED1262  USGS QUAD   -  DILLARD (1988)
 ED1262
 ED1262                         *CURRENT SURVEY CONTROL
 ED1262  ___________________________________________________________________
 ED1262* NAD 83(1986)-  34 59 41.     (N)    083 22 57.     (W)     SCALED    
 ED1262* NAVD 88     -       643.014  (meters)    2109.62   (feet)  ADJUSTED  
 ED1262  ___________________________________________________________________
 ED1262  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 ED1262  DYNAMIC HT  -         642.324 (meters)    2107.36  (feet)  COMP
 ED1262  MODELED GRAV-     979,540.5   (mgal)                       NAVD 88
 ED1262
 ED1262  VERT ORDER  -  FIRST     CLASS II
 ED1262
 ED1262.The horizontal coordinates were scaled from a topographic map and have
 ED1262.an estimated accuracy of +/- 6 seconds.
 ED1262
 ED1262.The orthometric height was determined by differential leveling
 ED1262.and adjusted in June 1991.
 ED1262
 ED1262.The geoid height was determined by GEOID03.
 ED1262
 ED1262.The dynamic height is computed by dividing the NAVD 88
 ED1262.geopotential number by the normal gravity value computed on the
 ED1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ED1262.degrees latitude (g = 980.6199 gals.).
 ED1262
 ED1262.The modeled gravity was interpolated from observed gravity values.
 ED1262
 ED1262;                    North         East    Units  Estimated Accuracy
 ED1262;SPC NC       -   146,910.      209,680.      MT  (+/- 180 meters Scaled)
 ED1262
 ED1262                          SUPERSEDED SURVEY CONTROL
 ED1262
 ED1262  NGVD 29 (12/12/91)  643.034  (m)         2109.69   (f) ADJUSTED    1 2
 ED1262
 ED1262.Superseded values are not recommended for survey control.
 ED1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ED1262.See file dsdata.txt to determine how the superseded data were derived.
 ED1262
 ED1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU825750(NAD 83)
 ED1262_MARKER: I = METAL ROD
 ED1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ED1262_SP_SET: STAINLESS STEEL ROD
 ED1262_STAMPING: A 257 1982
 ED1262_MARK LOGO: NGS   
 ED1262_PROJECTION: FLUSH
 ED1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 ED1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ED1262_ROD/PIPE-DEPTH: 7.0  meters
 ED1262
 ED1262  HISTORY     - Date     Condition        Report By
 ED1262  HISTORY     - 1982     MONUMENTED       NGS
 ED1262  HISTORY     - 19880101 GOOD             NCGS
 ED1262  HISTORY     - 19950808 GOOD             NGS
 ED1262  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 ED1262
 ED1262                          STATION DESCRIPTION
 ED1262
 ED1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ED1262'2.3 KM (1.45 MI) NORTH FROM DILLARD GA.
 ED1262'2.3 KM (1.45 MI) NORTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST
 ED1262'OFFICE IN DILLARD TO THE MARK ON THE RIGHT, ALSO 0.08 KM (0.05 MI)
 ED1262'NORTH OF THE GEORGIA-NORTH CAROLINA STATE LINE, 17.3 METERS (57.0 FT)
 ED1262'EAST OF THE CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.5 FT) NORTHEAST
 ED1262'OF THE EAST END OF A SIGN (WELCOME TO NORTH CAROLINA), 2.4 METERS
 ED1262'(8.0 FT) SOUTH-SOUTHEAST OF A 10-INCH OAK TREE, 2.5 METERS (8.5 FT)
 ED1262'WEST OF A 14-INCH OAK TREE, 0.76 METER (2.5 FT) NORTH OF A RAIL FENCE.
 ED1262'THE MARK IS 0.65 METERS  E FROM A WITNESS POST.
 ED1262'THE MARK IS 0.15 M BELOW HIGHWAY.
 ED1262
 ED1262                          STATION RECOVERY (1988)
 ED1262
 ED1262'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 ED1262'RECOVERED IN GOOD CONDITION.
 ED1262
 ED1262                          STATION RECOVERY (1995)
 ED1262
 ED1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JRO)
 ED1262'RECOVERED AS DESCRIBED.  HIGHWAY WAS BEING WIDENED AT THIS TIME.  MARK
 ED1262'SHOULD SURVIVE, ACCORDING TO CONTRACTOR.
 ED1262
 ED1262                          STATION RECOVERY (2004)
 ED1262
 ED1262'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 ED1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2315 ***********************************************************************
 FB2315  DESIGNATION -  A 258
 FB2315  PID         -  FB2315
 FB2315  STATE/COUNTY-  NC/SWAIN
 FB2315  USGS QUAD   -  BRYSON CITY (1978)
 FB2315
 FB2315                         *CURRENT SURVEY CONTROL
 FB2315  ___________________________________________________________________
 FB2315* NAD 83(1986)-  35 25 57.     (N)    083 23 59.     (W)     SCALED    
 FB2315* NAVD 88     -       548.046  (meters)    1798.05   (feet)  ADJUSTED  
 FB2315  ___________________________________________________________________
 FB2315  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FB2315  DYNAMIC HT  -         547.480 (meters)    1796.19  (feet)  COMP
 FB2315  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 FB2315
 FB2315  VERT ORDER  -  FIRST     CLASS II
 FB2315
 FB2315.The horizontal coordinates were scaled from a topographic map and have
 FB2315.an estimated accuracy of +/- 6 seconds.
 FB2315
 FB2315.The orthometric height was determined by differential leveling
 FB2315.and adjusted in June 1991.
 FB2315
 FB2315.The geoid height was determined by GEOID03.
 FB2315
 FB2315.The dynamic height is computed by dividing the NAVD 88
 FB2315.geopotential number by the normal gravity value computed on the
 FB2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2315.degrees latitude (g = 980.6199 gals.).
 FB2315
 FB2315.The modeled gravity was interpolated from observed gravity values.
 FB2315
 FB2315;                    North         East    Units  Estimated Accuracy
 FB2315;SPC NC       -   195,490.      210,260.      MT  (+/- 180 meters Scaled)
 FB2315
 FB2315                          SUPERSEDED SURVEY CONTROL
 FB2315
 FB2315  NGVD 29 (12/12/91)  548.092  (m)         1798.20   (f) ADJUSTED    1 2
 FB2315
 FB2315.Superseded values are not recommended for survey control.
 FB2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2315.See file dsdata.txt to determine how the superseded data were derived.
 FB2315
 FB2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV821236(NAD 83)
 FB2315_MARKER: I = METAL ROD
 FB2315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2315_SP_SET: STAINLESS STEEL ROD
 FB2315_STAMPING: A 258 1983
 FB2315_MARK LOGO: NGS   
 FB2315_PROJECTION: FLUSH
 FB2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2315_ROD/PIPE-DEPTH: 4.2  meters
 FB2315
 FB2315  HISTORY     - Date     Condition        Report By
 FB2315  HISTORY     - 1983     MONUMENTED       NGS
 FB2315
 FB2315                          STATION DESCRIPTION
 FB2315
 FB2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2315'3.9 KM (2.4 MI) WEST FROM WHITTIER.
 FB2315'3.9 KM (2.4 MI) WEST ALONG U.S. HIGHWAY 19A SOUTH FROM THE BRIDGE
 FB2315'OVER THOMAS VALLEY ROAD AND RAILROAD IN THE SOUTH EDGE OF WHITTIER, TO
 FB2315'THE MARK ON THE RIGHT, ON THE RIGHT SIDE OF THE SOUTHBOUND ON RAMP,
 FB2315'8.5 METERS (28.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND ON RAMP,
 FB2315'3.0 METERS (10.0 FT) WEST OF A GUARDRAIL.
 FB2315'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 FB2315'THE MARK IS ABOVE LEVEL WITH ON RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2352 ***********************************************************************
 FB2352  DESIGNATION -  A 259
 FB2352  PID         -  FB2352
 FB2352  STATE/COUNTY-  NC/GRAHAM
 FB2352  USGS QUAD   -  TUSKEEGEE (1987)
 FB2352
 FB2352                         *CURRENT SURVEY CONTROL
 FB2352  ___________________________________________________________________
 FB2352* NAD 83(1986)-  35 23 45.     (N)    083 42 58.     (W)     SCALED    
 FB2352* NAVD 88     -       624.077  (meters)    2047.49   (feet)  ADJUSTED  
 FB2352  ___________________________________________________________________
 FB2352  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB2352  DYNAMIC HT  -         623.427 (meters)    2045.36  (feet)  COMP
 FB2352  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 FB2352
 FB2352  VERT ORDER  -  FIRST     CLASS II
 FB2352
 FB2352.The horizontal coordinates were scaled from a topographic map and have
 FB2352.an estimated accuracy of +/- 6 seconds.
 FB2352
 FB2352.The orthometric height was determined by differential leveling
 FB2352.and adjusted in June 1991.
 FB2352
 FB2352.The geoid height was determined by GEOID03.
 FB2352
 FB2352.The dynamic height is computed by dividing the NAVD 88
 FB2352.geopotential number by the normal gravity value computed on the
 FB2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2352.degrees latitude (g = 980.6199 gals.).
 FB2352
 FB2352.The modeled gravity was interpolated from observed gravity values.
 FB2352
 FB2352;                    North         East    Units  Estimated Accuracy
 FB2352;SPC NC       -   192,750.      181,370.      MT  (+/- 180 meters Scaled)
 FB2352
 FB2352                          SUPERSEDED SURVEY CONTROL
 FB2352
 FB2352  NGVD 29 (12/12/91)  624.143  (m)         2047.71   (f) ADJUSTED    1 2
 FB2352
 FB2352.Superseded values are not recommended for survey control.
 FB2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2352.See file dsdata.txt to determine how the superseded data were derived.
 FB2352
 FB2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV533203(NAD 83)
 FB2352_MARKER: I = METAL ROD
 FB2352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2352_SP_SET: STAINLESS STEEL ROD
 FB2352_STAMPING: A 259 1983
 FB2352_MARK LOGO: NGS   
 FB2352_PROJECTION: FLUSH
 FB2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2352_ROD/PIPE-DEPTH: 4.3  meters
 FB2352
 FB2352  HISTORY     - Date     Condition        Report By
 FB2352  HISTORY     - 1983     MONUMENTED       NGS
 FB2352
 FB2352                          STATION DESCRIPTION
 FB2352
 FB2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2352'2.2 KM (1.4 MI) SE FROM TUSKEEGEE.
 FB2352'2.2 KM (1.4 MI) SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE TUSKEEGEE
 FB2352'BAPTIST CHURCH IN TUSKEEGEE TO THE MARK ON THE LEFT, 0.08 KM (0.05 MI)
 FB2352'NORTHEAST OF A PAVED ROAD LEADING TO SAWYER CREEK CHURCH, 17.16 METERS
 FB2352'(56.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.55 METER (1.8 FT)
 FB2352'SOUTHWEST OF UTILITY POLE 1-269 WITH ONE GUY WIRE.
 FB2352'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 FB2352'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0459 ***********************************************************************
 EY0459  DESIGNATION -  A 26
 EY0459  PID         -  EY0459
 EY0459  STATE/COUNTY-  NC/BEAUFORT
 EY0459  USGS QUAD   -  WASHINGTON (1983)
 EY0459
 EY0459                         *CURRENT SURVEY CONTROL
 EY0459  ___________________________________________________________________
 EY0459* NAD 83(1986)-  35 31 47.     (N)    077 04 37.     (W)     SCALED    
 EY0459* NAVD 88     -         1.026  (meters)       3.37   (feet)  ADJUSTED  
 EY0459  ___________________________________________________________________
 EY0459  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY0459  DYNAMIC HT  -           1.025 (meters)       3.36  (feet)  COMP
 EY0459  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 EY0459
 EY0459  VERT ORDER  -  FIRST     CLASS I
 EY0459
 EY0459.The horizontal coordinates were scaled from a topographic map and have
 EY0459.an estimated accuracy of +/- 6 seconds.
 EY0459
 EY0459.The orthometric height was determined by differential leveling
 EY0459.and adjusted in June 1991.
 EY0459.WARNING-Repeat measurements at this control monument indicate possible
 EY0459.vertical movement.
 EY0459
 EY0459.The geoid height was determined by GEOID03.
 EY0459
 EY0459.The dynamic height is computed by dividing the NAVD 88
 EY0459.geopotential number by the normal gravity value computed on the
 EY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0459.degrees latitude (g = 980.6199 gals.).
 EY0459
 EY0459.The modeled gravity was interpolated from observed gravity values.
 EY0459
 EY0459;                    North         East    Units  Estimated Accuracy
 EY0459;SPC NC       -   199,120.      783,980.      MT  (+/- 180 meters Scaled)
 EY0459
 EY0459                          SUPERSEDED SURVEY CONTROL
 EY0459
 EY0459  NGVD 29 (??/??/92)    1.363  (m)            4.47   (f) ADJ UNCH    1 1
 EY0459
 EY0459.Superseded values are not recommended for survey control.
 EY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0459.See file dsdata.txt to determine how the superseded data were derived.
 EY0459
 EY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE116337(NAD 83)
 EY0459_MARKER: DB = BENCH MARK DISK
 EY0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0459_STAMPING: A 26 1932 4.669
 EY0459_PROJECTION: FLUSH
 EY0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0459+STABILITY: SURFACE MOTION
 EY0459
 EY0459  HISTORY     - Date     Condition        Report By
 EY0459  HISTORY     - 1932     MONUMENTED       CGS
 EY0459  HISTORY     - 1963     GOOD             NGS
 EY0459  HISTORY     - 1979     GOOD             NCGS
 EY0459
 EY0459                          STATION DESCRIPTION
 EY0459
 EY0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0459'1.2 MI NE FROM MARSDEN STATION.
 EY0459'ABOUT 1.2 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0459'MARSDEN STATION, 60 FEET SOUTH-SOUTHWEST OF MILEPOST 128,
 EY0459'9 FEET SOUTH OF THE SOUTH RAIL, 32 FEET EAST OF THE CENTER OF THE
 EY0459'CROSSING OF A FARM ROAD LEADING NORTH AND SOUTH, 21 FEET NORTHEAST
 EY0459'OF A RAILROAD CROSSING SIGN, 2 1/2 FEET EAST OF A WOODEN WITNESS
 EY0459'POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 EY0459'OF CONCRETE POST FLUSH WITH GROUND.  NOTE-- THIS BENCH MARK
 EY0459'CAN ALSO BE REACHED BY GOING ABOUT 1.45 MILES SOUTHWEST ALONG
 EY0459'U.S. HIGHWAY 17 FROM U.S. HIGHWAY 17 BRIDGE OVER PAMLICO RIVER
 EY0459'AT WASHINGTON, THENCE 0.1 MILE NORTHWEST ALONG A BLACK TOP ROAD.
 EY0459'MARK RECOVERED IN GOOD CONDITION.
 EY0459
 EY0459                          STATION RECOVERY (1979)
 EY0459
 EY0459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0459'1.85 MILES SOUTHWEST ALONG U.S. 17 FROM JUNCTION WITH U.S. 264
 EY0459'IN WASHINGTON, THENCE 0.1 MILE NORTHWEST ALONG SR 1165 TO T
 EY0459'INTERSECTION AND STRAIGHT (BY FOOT) AHEAD APPROXIMATELY 150 FEET
 EY0459'TO NORFOLK SOUTHERN RAILROAD, ON THE SOUTH SIDE OF TRACKS AND
 EY0459'APPROXIMATELY 300 FEET EAST OF SR 1165 RAILROAD CROSSING, 9.2 FEET
 EY0459'SOUTH OF SOUTH RAIL AND 61.0 FEET SOUTHWEST OF MILEPOST 128.
 EY0459'THE MARK IS 1 FT  N FROM A WITNESS POST.
 EY0459'THE MARK IS 1.5 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2097 ***********************************************************************
 FY2097  DESIGNATION -  A 260
 FY2097  PID         -  FY2097
 FY2097  STATE/COUNTY-  NC/CASWELL
 FY2097  USGS QUAD   -  DANVILLE (1984)
 FY2097
 FY2097                         *CURRENT SURVEY CONTROL
 FY2097  ___________________________________________________________________
 FY2097* NAD 83(1986)-  36 30 48.     (N)    079 28 14.     (W)     SCALED    
 FY2097* NAVD 88     -       226.788  (meters)     744.05   (feet)  ADJUSTED  
 FY2097  ___________________________________________________________________
 FY2097  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY2097  DYNAMIC HT  -         226.598 (meters)     743.43  (feet)  COMP
 FY2097  MODELED GRAV-     979,789.5   (mgal)                       NAVD 88
 FY2097
 FY2097  VERT ORDER  -  FIRST     CLASS II
 FY2097
 FY2097.The horizontal coordinates were scaled from a topographic map and have
 FY2097.an estimated accuracy of +/- 6 seconds.
 FY2097
 FY2097.The orthometric height was determined by differential leveling
 FY2097.and adjusted in June 1991.
 FY2097
 FY2097.The geoid height was determined by GEOID03.
 FY2097
 FY2097.The dynamic height is computed by dividing the NAVD 88
 FY2097.geopotential number by the normal gravity value computed on the
 FY2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2097.degrees latitude (g = 980.6199 gals.).
 FY2097
 FY2097.The modeled gravity was interpolated from observed gravity values.
 FY2097
 FY2097;                    North         East    Units  Estimated Accuracy
 FY2097;SPC NC       -   306,660.      567,450.      MT  (+/- 180 meters Scaled)
 FY2097
 FY2097                          SUPERSEDED SURVEY CONTROL
 FY2097
 FY2097  NGVD 29 (03/05/92)  227.025  (m)          744.83   (f) ADJUSTED    1 2
 FY2097
 FY2097.Superseded values are not recommended for survey control.
 FY2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2097.See file dsdata.txt to determine how the superseded data were derived.
 FY2097
 FY2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA369419(NAD 83)
 FY2097_MARKER: I = METAL ROD
 FY2097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2097_SP_SET: STAINLESS STEEL ROD
 FY2097_STAMPING: A 260 1983
 FY2097_MARK LOGO: NGS   
 FY2097_PROJECTION: FLUSH
 FY2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2097_ROD/PIPE-DEPTH: 11.0 meters
 FY2097
 FY2097  HISTORY     - Date     Condition        Report By
 FY2097  HISTORY     - 1983     MONUMENTED       NGS
 FY2097
 FY2097                          STATION DESCRIPTION
 FY2097
 FY2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2097'IN PELHAM.
 FY2097'IN PELHAM, ALONG COUNTY ROAD 1353, ON PROPERTY OF THE PELHAM
 FY2097'ELEMENTARY SCHOOL, 21.03 METERS (69.0 FT) WEST OF THE PAVED ROAD IN
 FY2097'FRONT OF THE SCHOOL, 3.05 METERS (10.0 FT) WEST OF THE FLAGPOLE,
 FY2097'0.73 METER (2.4 FT) EAST OF THE EAST EDGE OF THE BRICK SCHOOL SIGN.
 FY2097'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0708 ***********************************************************************
 FW0708  DESIGNATION -  A 261
 FW0708  PID         -  FW0708
 FW0708  STATE/COUNTY-  NC/DARE
 FW0708  USGS QUAD   -  JARVISBURG (1982)
 FW0708
 FW0708                         *CURRENT SURVEY CONTROL
 FW0708  ___________________________________________________________________
 FW0708* NAD 83(1986)-  36 11 28.     (N)    075 45 38.     (W)     SCALED    
 FW0708* NAVD 88     -         3.947  (meters)      12.95   (feet)  ADJUSTED  
 FW0708  ___________________________________________________________________
 FW0708  GEOID HEIGHT-         -38.86  (meters)                     GEOID03
 FW0708  DYNAMIC HT  -           3.943 (meters)      12.94  (feet)  COMP
 FW0708  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 FW0708
 FW0708  VERT ORDER  -  FIRST     CLASS II
 FW0708
 FW0708.The horizontal coordinates were scaled from a topographic map and have
 FW0708.an estimated accuracy of +/- 6 seconds.
 FW0708
 FW0708.The orthometric height was determined by differential leveling
 FW0708.and adjusted in June 1991.
 FW0708
 FW0708.The geoid height was determined by GEOID03.
 FW0708
 FW0708.The dynamic height is computed by dividing the NAVD 88
 FW0708.geopotential number by the normal gravity value computed on the
 FW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0708.degrees latitude (g = 980.6199 gals.).
 FW0708
 FW0708.The modeled gravity was interpolated from observed gravity values.
 FW0708
 FW0708;                    North         East    Units  Estimated Accuracy
 FW0708;SPC NC       -   275,560.      900,930.      MT  (+/- 180 meters Scaled)
 FW0708
 FW0708                          SUPERSEDED SURVEY CONTROL
 FW0708
 FW0708.No superseded survey control is available for this station.
 FW0708
 FW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF316054(NAD 83)
 FW0708_MARKER: I = METAL ROD
 FW0708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0708_SP_SET: STAINLESS STEEL ROD
 FW0708_STAMPING: A 261 1983
 FW0708_MARK LOGO: NGS   
 FW0708_PROJECTION: FLUSH
 FW0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0708_ROD/PIPE-DEPTH: 12.2 meters
 FW0708
 FW0708  HISTORY     - Date     Condition        Report By
 FW0708  HISTORY     - 1983     MONUMENTED       NCGS
 FW0708  HISTORY     - 1989     GOOD             USPSQD
 FW0708
 FW0708                          STATION DESCRIPTION
 FW0708
 FW0708'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0708'3.4 KM (2.1 MI) NNW FROM DUCK.
 FW0708'ALONG SR 1200, 3.0 KM (1.85 MILES) NORTH FROM THE UNITED
 FW0708'METHODIST CHURCH IN DUCK, IN SOUTHEAST QUADRANT OF INTERSECTION
 FW0708'WITH WIDGEON DRIVE,  9.60 METERS (31.5 FEET) EAST-NORTHEAST
 FW0708'OF CENTERLINE OF SR 1200, 11.73 METERS (38.5 FEET)
 FW0708'SOUTH-SOUTHEAST OF CENTERLINE OF WIDGEON DRIVE, 1.22 METERS
 FW0708'(4.0 FEET) SOUTHEAST OF TELEPHONE PEDESTAL (3572-3) AND
 FW0708'1.34 METERS (4.4 FEET) WEST-NORTHWEST OF WESTERNMOST POST OF
 FW0708'CAROLINA DUNES SIGN WITH REFERENCE TAG.
 FW0708'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0708
 FW0708                          STATION RECOVERY (1989)
 FW0708
 FW0708'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0752 ***********************************************************************
 FW0752  DESIGNATION -  A 262
 FW0752  PID         -  FW0752
 FW0752  STATE/COUNTY-  NC/CURRITUCK
 FW0752  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0752
 FW0752                         *CURRENT SURVEY CONTROL
 FW0752  ___________________________________________________________________
 FW0752* NAD 83(1986)-  36 32 17.     (N)    075 52 01.     (W)     SCALED    
 FW0752* NAVD 88     -         2.433  (meters)       7.98   (feet)  ADJUSTED  
 FW0752  ___________________________________________________________________
 FW0752  GEOID HEIGHT-         -38.38  (meters)                     GEOID03
 FW0752  DYNAMIC HT  -           2.431 (meters)       7.98  (feet)  COMP
 FW0752  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 FW0752
 FW0752  VERT ORDER  -  FIRST     CLASS II
 FW0752
 FW0752.The horizontal coordinates were scaled from a topographic map and have
 FW0752.an estimated accuracy of +/- 6 seconds.
 FW0752
 FW0752.The orthometric height was determined by differential leveling
 FW0752.and adjusted in June 1991.
 FW0752
 FW0752.The geoid height was determined by GEOID03.
 FW0752
 FW0752.The dynamic height is computed by dividing the NAVD 88
 FW0752.geopotential number by the normal gravity value computed on the
 FW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0752.degrees latitude (g = 980.6199 gals.).
 FW0752
 FW0752.The modeled gravity was interpolated from observed gravity values.
 FW0752
 FW0752;                    North         East    Units  Estimated Accuracy
 FW0752;SPC NC       -   313,740.      890,150.      MT  (+/- 180 meters Scaled)
 FW0752
 FW0752                          SUPERSEDED SURVEY CONTROL
 FW0752
 FW0752.No superseded survey control is available for this station.
 FW0752
 FW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF223439(NAD 83)
 FW0752_MARKER: I = METAL ROD
 FW0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0752_SP_SET: STAINLESS STEEL ROD
 FW0752_STAMPING: A 262 1984
 FW0752_MARK LOGO: NGS   
 FW0752_PROJECTION: RECESSED 3 CENTIMETERS
 FW0752_MAGNETIC: I = MARKER IS A STEEL ROD
 FW0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0752+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 FW0752_ROD/PIPE-DEPTH: 13.4 meters
 FW0752
 FW0752  HISTORY     - Date     Condition        Report By
 FW0752  HISTORY     - 1984     MONUMENTED       NGS
 FW0752  HISTORY     - 19951205 GOOD             NCGS
 FW0752  HISTORY     - 20041118 GOOD             NCGS
 FW0752
 FW0752                          STATION DESCRIPTION
 FW0752
 FW0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0752'6.0 KM (3.7 MI) ENE FROM KNOTTS ISLAND.
 FW0752'ALONG A SAND ROAD FOLLOWING A POWER LINE BEHIND FIRST ROW OF
 FW0752'DUNES WEST OF THE BEACH, 1.4 KM (0.85 MILE) SOUTH-SOUTHEAST
 FW0752'OF THE VIRGINIA-NORTH CAROLINA STATE LINE, OR 4.7 KM (2.9 MILES)
 FW0752'NORTHWEST OF THE OLD WASHWOOD COAST GUARD STATION, AT
 FW0752'NORTHEAST CORNER OF YARD OF BEACH COTTAGE BUILT ON PILINGS
 FW0752'AND BEARING NAME PORT-A-CALL, 8.23 METERS (27.0 FEET) WEST OF CENTER
 FW0752'OF SAND ROAD, 0.64 METERS (2.1 FEET) EAST-NORTHEAST OF CORNER
 FW0752'FENCE POST, 19.11 METERS (62.7 FEET) EAST-NORTHEAST OF
 FW0752'NORTHEAST CORNER OF HOUSE, AND 21.43 METERS (70.3 FEET)
 FW0752'WEST-SOUTHWEST OF POWER POLE (M 89) WITH REFERENCE TAG.
 FW0752'THE MARK IS 1.6 FT  S FROM  WITNESS POST
 FW0752
 FW0752                          STATION RECOVERY (1995)
 FW0752
 FW0752'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FW0752'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  LOCATED
 FW0752'30.0 FT (9.1 M) WEST OF THE CENTER OF THE SAND ROAD, 1.4 FT (0.4 M)
 FW0752'EAST OF A CORNER FENCE POST, 0.9 FT (27.4 CM) EAST OF A WITNESS POST
 FW0752'AND 70.8 FT (21.6 M) WEST-SOUTHWEST OF A POWER POLE (M 89) WITH A
 FW0752'REFERENCE TAG.
 FW0752
 FW0752                          STATION RECOVERY (2004)
 FW0752
 FW0752'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0752'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NEW LATITUDE
 FW0752'(36-32-17.2) AND LONGITUDE (075-52-01.6) OBTAINED WITH HAND HELD
 FW0752'MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH3478 ***********************************************************************
 DH3478  DESIGNATION -  A 262
 DH3478  PID         -  DH3478
 DH3478  STATE/COUNTY-  NC/GUILFORD
 DH3478  USGS QUAD   -  GREENSBORO (1994)
 DH3478
 DH3478                         *CURRENT SURVEY CONTROL
 DH3478  ___________________________________________________________________
 DH3478* NAD 83(1986)-  36 04 30.     (N)    079 45 27.     (W)     SCALED    
 DH3478* NAVD 88     -       245.570  (meters)     805.67   (feet)  ADJUSTED  
 DH3478  ___________________________________________________________________
 DH3478  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DH3478  DYNAMIC HT  -         245.368 (meters)     805.01  (feet)  COMP
 DH3478  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 DH3478
 DH3478  VERT ORDER  -  FIRST     CLASS II
 DH3478
 DH3478.The horizontal coordinates were scaled from a topographic map and have
 DH3478.an estimated accuracy of +/- 6 seconds.
 DH3478
 DH3478.The orthometric height was determined by differential leveling
 DH3478.and adjusted in August 2005.
 DH3478
 DH3478.The geoid height was determined by GEOID03.
 DH3478
 DH3478.The dynamic height is computed by dividing the NAVD 88
 DH3478.geopotential number by the normal gravity value computed on the
 DH3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3478.degrees latitude (g = 980.6199 gals.).
 DH3478
 DH3478.The modeled gravity was interpolated from observed gravity values.
 DH3478
 DH3478;                    North         East    Units  Estimated Accuracy
 DH3478;SPC NC       -   258,180.      541,370.      MT  (+/- 180 meters Scaled)
 DH3478
 DH3478                          SUPERSEDED SURVEY CONTROL
 DH3478
 DH3478.No superseded survey control is available for this station.
 DH3478
 DH3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV118929(NAD 83)
 DH3478_MARKER: F = FLANGE-ENCASED ROD
 DH3478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3478_STAMPING: A 262 2004
 DH3478_MARK LOGO: NGS   
 DH3478_PROJECTION: FLUSH
 DH3478_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3478+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DH3478_ROD/PIPE-DEPTH: 4.7  meters
 DH3478_SLEEVE-DEPTH  : 0.9 meters
 DH3478
 DH3478  HISTORY     - Date     Condition        Report By
 DH3478  HISTORY     - 20040817 MONUMENTED       NGS
 DH3478  HISTORY     - 20060802 GOOD             USPSQD
 DH3478
 DH3478                          STATION DESCRIPTION
 DH3478
 DH3478'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 DH3478'0.3 KM SOUTHERLY ALONG EDWARD R MURROW B0ULEVARD FROM THE POST OFFICE
 DH3478'IN  GREENSBORO, THENCE 2.5 KM EASTERLY ALONG MARKET STREET,  THENCE
 DH3478'0.2 KM SOUTHERLY  ALONG ENGLISH STREET, IN A TRIANGULAR SHAPED LOT
 DH3478'BETWEEN A PARKING LOT AND THE  NORFOLK SOUTHERN RAILROAD, 28.7 M NORTH
 DH3478'OF THE REAR RAIL, 9.6 M EAST OF THE STREET  CENTERLINE, 6.2 M SOUTH OF
 DH3478'A CHAIN-LINK FENCE ALONG THE PARKING LOT, 0.7 M EAST OF THE EAST  EDGE
 DH3478'OF A SIDEWALK, AND 0.2 M ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS
 DH3478'TO THE DATUM  POINT IS THROUGH A 5-INCH LOGO CAP.  THE MARK IS ON THE
 DH3478'STREET RIGHT OF WAY.
 DH3478
 DH3478                          STATION RECOVERY (2006)
 DH3478
 DH3478'RECOVERY NOTE BY US POWER SQUADRON 2006
 DH3478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0481 ***********************************************************************
 EA0481  DESIGNATION -  A 28
 EA0481  PID         -  EA0481
 EA0481  STATE/COUNTY-  NC/PENDER
 EA0481  USGS QUAD   -  HAMPSTEAD (1970)
 EA0481
 EA0481                         *CURRENT SURVEY CONTROL
 EA0481  ___________________________________________________________________
 EA0481* NAD 83(1986)-  34 20 47.     (N)    077 44 05.     (W)     SCALED    
 EA0481* NAVD 88     -        15.883  (meters)      52.11   (feet)  ADJUSTED  
 EA0481  ___________________________________________________________________
 EA0481  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA0481  DYNAMIC HT  -          15.867 (meters)      52.06  (feet)  COMP
 EA0481  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 EA0481
 EA0481  VERT ORDER  -  FIRST     CLASS I
 EA0481
 EA0481.The horizontal coordinates were scaled from a topographic map and have
 EA0481.an estimated accuracy of +/- 6 seconds.
 EA0481
 EA0481.The orthometric height was determined by differential leveling
 EA0481.and adjusted in June 1991.
 EA0481
 EA0481.The geoid height was determined by GEOID03.
 EA0481
 EA0481.The dynamic height is computed by dividing the NAVD 88
 EA0481.geopotential number by the normal gravity value computed on the
 EA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0481.degrees latitude (g = 980.6199 gals.).
 EA0481
 EA0481.The modeled gravity was interpolated from observed gravity values.
 EA0481
 EA0481;                    North         East    Units  Estimated Accuracy
 EA0481;SPC NC       -    66,900.      726,010.      MT  (+/- 180 meters Scaled)
 EA0481
 EA0481                          SUPERSEDED SURVEY CONTROL
 EA0481
 EA0481  NGVD 29 (??/??/92)   16.177  (m)           53.07   (f) ADJ UNCH    1 1
 EA0481
 EA0481.Superseded values are not recommended for survey control.
 EA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0481.See file dsdata.txt to determine how the superseded data were derived.
 EA0481
 EA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD484039(NAD 83)
 EA0481_MARKER: DB = BENCH MARK DISK
 EA0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0481_STAMPING: A 28 1932
 EA0481_MARK LOGO: CGS   
 EA0481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0481+STABILITY: SURFACE MOTION
 EA0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0481+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999
 EA0481
 EA0481  HISTORY     - Date     Condition        Report By
 EA0481  HISTORY     - 1932     MONUMENTED       CGS
 EA0481  HISTORY     - 1963     GOOD             NGS
 EA0481  HISTORY     - 1979     MARK NOT FOUND   NCGS
 EA0481  HISTORY     - 1984     GOOD             USPSQD
 EA0481  HISTORY     - 19990630 SEE DESCRIPTION  NCGS
 EA0481  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA0481
 EA0481                          STATION DESCRIPTION
 EA0481
 EA0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0481'2.4 MI NE FROM SCOTTS HILL.
 EA0481'2.45 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0481'THE M.E. CHURCH AT SCOTTS HILL, ABOUT 2.4 MILES SOUTHWEST ALONG
 EA0481'U.S. HIGHWAY 17 FROM THE HAMPSTEAD TOPSAIL SCHOOL AT HAMPSTEAD,
 EA0481'AT A COMMUNITY KNOWN LOCALLY AS BROWNS TOWN, AT A SAND ROAD
 EA0481'CROSSING LEADING NORTHWEST, 30 FEET SOUTHEAST OF THE SOUTHEAST
 EA0481'RAIL, 53.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41
 EA0481'FEET SOUTH OF THE CENTER OF THE CROSSING, 10 1/2 FEET NORTHEAST OF
 EA0481'A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 EA0481'1 1/2 FEET ABOVE THE LEVEL OF HIGHWAY, 1 1/2 FEET BELOW THE LEVEL
 EA0481'OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 EA0481'6-INCHES ABOVE THE GROUND.
 EA0481
 EA0481                          STATION RECOVERY (1979)
 EA0481
 EA0481'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0481'NOT RECOVERED, BELIEVED DESTROYED DUE TO ROAD CONSTRUCTION.
 EA0481
 EA0481                          STATION RECOVERY (1984)
 EA0481
 EA0481'RECOVERY NOTE BY US POWER SQUADRON 1984
 EA0481'WITNESS MARKER MISSING SAND ROAD HAS BEEN PAVED.
 EA0481
 EA0481                          STATION RECOVERY (1999)
 EA0481
 EA0481'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0481'NOT FOUND, MAY BE LOST DUE TO HIGHWAY IMPROVEMENTS. REFERENCES ARE
 EA0481'GONE.
 EA0481
 EA0481                          STATION RECOVERY (2005)
 EA0481
 EA0481'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0049 ***********************************************************************
 DD0049  DESIGNATION -  A 29
 DD0049  PID         -  DD0049
 DD0049  STATE/COUNTY-  NC/BRUNSWICK
 DD0049  USGS QUAD   -  SOUTHPORT (1990)
 DD0049
 DD0049                         *CURRENT SURVEY CONTROL
 DD0049  ___________________________________________________________________
 DD0049* NAD 83(1986)-  33 55 18.     (N)    078 01 12.     (W)     SCALED    
 DD0049* NAVD 88     -         5.651  (meters)      18.54   (feet)  ADJUSTED  
 DD0049  ___________________________________________________________________
 DD0049  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 DD0049  DYNAMIC HT  -           5.646 (meters)      18.52  (feet)  COMP
 DD0049  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 DD0049
 DD0049  VERT ORDER  -  FIRST     CLASS II
 DD0049
 DD0049.The horizontal coordinates were scaled from a topographic map and have
 DD0049.an estimated accuracy of +/- 6 seconds.
 DD0049
 DD0049.The orthometric height was determined by differential leveling
 DD0049.and adjusted in June 1991.
 DD0049
 DD0049.The geoid height was determined by GEOID03.
 DD0049
 DD0049.The dynamic height is computed by dividing the NAVD 88
 DD0049.geopotential number by the normal gravity value computed on the
 DD0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0049.degrees latitude (g = 980.6199 gals.).
 DD0049
 DD0049.The modeled gravity was interpolated from observed gravity values.
 DD0049
 DD0049;                    North         East    Units  Estimated Accuracy
 DD0049;SPC NC       -    19,490.      700,230.      MT  (+/- 180 meters Scaled)
 DD0049
 DD0049                          SUPERSEDED SURVEY CONTROL
 DD0049
 DD0049  NGVD 29 (??/??/92)    5.98   (m)           19.6    (f) COMPUTED    1 2
 DD0049
 DD0049.Superseded values are not recommended for survey control.
 DD0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0049.See file dsdata.txt to determine how the superseded data were derived.
 DD0049
 DD0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT754574(NAD 83)
 DD0049_MARKER: DB = BENCH MARK DISK
 DD0049_SETTING: 0 = UNSPECIFIED SETTING
 DD0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0049
 DD0049  HISTORY     - Date     Condition        Report By
 DD0049  HISTORY     - UNK      MONUMENTED       CGS
 DD0049  HISTORY     - 1939     GOOD             NGS
 DD0049
 DD0049                          STATION DESCRIPTION
 DD0049
 DD0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DD0049'IN SOUTHPORT.
 DD0049'B.M. IS 102 FEET NORTH OF THE NORTH END OF A STANDARD OIL CO.
 DD0049'SERVICE STATION, AND 81 FEET EAST OF THE CENTERLINE OF NORTH
 DD0049'CAROLINA STATE HIGHWAY NO. 130.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0050 ***********************************************************************
 DD0050  TIDAL BM    -  This is a Tidal Bench Mark.
 DD0050  DESIGNATION -  A 29 RESET 1960
 DD0050  PID         -  DD0050
 DD0050  STATE/COUNTY-  NC/BRUNSWICK
 DD0050  USGS QUAD   -  SOUTHPORT (1990)
 DD0050
 DD0050                         *CURRENT SURVEY CONTROL
 DD0050  ___________________________________________________________________
 DD0050* NAD 83(1986)-  33 55 18.     (N)    078 01 12.     (W)     SCALED    
 DD0050* NAVD 88     -         5.878  (meters)      19.28   (feet)  ADJUSTED  
 DD0050  ___________________________________________________________________
 DD0050  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 DD0050  DYNAMIC HT  -           5.872 (meters)      19.27  (feet)  COMP
 DD0050  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 DD0050
 DD0050  VERT ORDER  -  FIRST     CLASS I
 DD0050
 DD0050.The horizontal coordinates were scaled from a topographic map and have
 DD0050.an estimated accuracy of +/- 6 seconds.
 DD0050
 DD0050.The orthometric height was determined by differential leveling
 DD0050.and adjusted in June 1991.
 DD0050.WARNING-Repeat measurements at this control monument indicate possible
 DD0050.vertical movement.
 DD0050
 DD0050.This Tidal Bench Mark is designated as VM 3631
 DD0050.by the Center for Operational Oceanographic Products and Services.
 DD0050
 DD0050.The geoid height was determined by GEOID03.
 DD0050
 DD0050.The dynamic height is computed by dividing the NAVD 88
 DD0050.geopotential number by the normal gravity value computed on the
 DD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0050.degrees latitude (g = 980.6199 gals.).
 DD0050
 DD0050.The modeled gravity was interpolated from observed gravity values.
 DD0050
 DD0050;                    North         East    Units  Estimated Accuracy
 DD0050;SPC NC       -    19,490.      700,230.      MT  (+/- 180 meters Scaled)
 DD0050
 DD0050                          SUPERSEDED SURVEY CONTROL
 DD0050
 DD0050  NGVD 29 (10/06/93)    6.214  (m)           20.39   (f) ADJUSTED    1 1
 DD0050
 DD0050.Superseded values are not recommended for survey control.
 DD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0050.See file dsdata.txt to determine how the superseded data were derived.
 DD0050
 DD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT754574(NAD 83)
 DD0050_MARKER: DB = BENCH MARK DISK
 DD0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0050_SP_SET: CONCRETE BASE
 DD0050_STAMPING: A 29 RESET 1960
 DD0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD0050+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 DD0050
 DD0050  HISTORY     - Date     Condition        Report By
 DD0050  HISTORY     - 1960     MONUMENTED       CGS
 DD0050  HISTORY     - 1963     GOOD             NGS
 DD0050  HISTORY     - 1979     GOOD             NCGS
 DD0050  HISTORY     - 20021230 GOOD             USPSQD
 DD0050  HISTORY     - 20040120 GOOD             USPSQD
 DD0050  HISTORY     - 20050124 GOOD             USPSQD
 DD0050  HISTORY     - 20060206 GOOD             USPSQD
 DD0050
 DD0050                          STATION DESCRIPTION
 DD0050
 DD0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DD0050'AT SOUTHPORT.
 DD0050'AT SOUTHPORT, SET ON TOP OF THE SOUTHEAST CONCRETE BASE SUPPORTING
 DD0050'SOUTHEAST LEG OF A 150,000 GALLON WATER TANK, 60.5 FEET SOUTHWEST
 DD0050'OF CENTER OF JUNCTION OF N. DRY STREET AND E. BROWN STREET, 90
 DD0050'FEET EAST OF CENTER LINE OF STATE HIGHWAYS 211 AND 87, AND IS
 DD0050'2 1/2 FEET ABOVE LEVEL OF STREET.
 DD0050
 DD0050                          STATION RECOVERY (1979)
 DD0050
 DD0050'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 DD0050'1.25 MILES SOUTH ALONG N.C. 211 AND HOWE STREET FROM THE JUNCTION
 DD0050'WITH N.C. 87 AT SOUTHPORT, 0.2 MILE NORTH OF POST OFFICE, AT EAST
 DD0050'BROWN STREET, SET ON TOP OF THE FOUNDATION FOR THE SOUTHEAST LEG
 DD0050'OF THE CITY WATER TANK, A 100 FOOT TALL 4 LEG STRUCTURE WITH A
 DD0050'150,000 GALLON CAPACITY TANK, 46.4 FEET EAST OF EAST CURB OF HOWE
 DD0050'STREET, 101.0 FEET SOUTH OF CENTERLINE OF BROWN STREET, 23.4 FEET
 DD0050'WEST OF CENTERLINE OF DRY STREET AND 0.8 FEET NORTH OF SOUTH
 DD0050'CORNER OF FOOTING.
 DD0050'THE MARK IS 2.5 FT ABOVE STREET.
 DD0050
 DD0050                          STATION RECOVERY (2002)
 DD0050
 DD0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 DD0050'RECOVERED IN GOOD CONDITION.
 DD0050
 DD0050                          STATION RECOVERY (2004)
 DD0050
 DD0050'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0050'RECOVERED IN GOOD CONDITION.
 DD0050
 DD0050                          STATION RECOVERY (2005)
 DD0050
 DD0050'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0050'RECOVERED IN GOOD CONDITION.
 DD0050
 DD0050                          STATION RECOVERY (2006)
 DD0050
 DD0050'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3430 ***********************************************************************
 FY3430  DESIGNATION -  A 3
 FY3430  PID         -  FY3430
 FY3430  STATE/COUNTY-  NC/ALAMANCE
 FY3430  USGS QUAD   -  OSSIPEE (1970)
 FY3430
 FY3430                         *CURRENT SURVEY CONTROL
 FY3430  ___________________________________________________________________
 FY3430* NAD 83(2001)-  36 12 15.85918(N)    079 30 13.31436(W)     ADJUSTED  
 FY3430* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 FY3430  ___________________________________________________________________
 FY3430  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 FY3430  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FY3430  HORZ ORDER  -  SECOND
 FY3430
 FY3430.The horizontal coordinates were established by classical geodetic methods
 FY3430.and adjusted by the National Geodetic Survey in August 2005.
 FY3430
 FY3430.The orthometric height was scaled from a topographic map.
 FY3430
 FY3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3430
 FY3430.The geoid height was determined by GEOID03.
 FY3430
 FY3430;                    North         East     Units Scale Factor Converg.
 FY3430;SPC NC       -   272,396.252   564,303.107   MT  1.00001075   -0 17 26.6
 FY3430;SPC NC       -   893,686.70  1,851,384.44   sFT  1.00001075   -0 17 26.6
 FY3430;UTM  17      - 4,007,657.989   634,513.893   MT  0.99982294   +0 53 02.2
 FY3430
 FY3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3430!SPC NC       -   0.99996483  x   1.00001075  =   0.99997558
 FY3430!UTM  17      -   0.99996483  x   0.99982294  =   0.99978777
 FY3430
 FY3430:                Primary Azimuth Mark                     Grid Az
 FY3430:SPC NC       -  GILLIAM                                  007 18 17.3
 FY3430:UTM  17      -  GILLIAM                                  006 07 48.5
 FY3430
 FY3430|---------------------------------------------------------------------|
 FY3430| PID    Reference Object                     Distance      Geod. Az  |
 FY3430|                                                           dddmmss.s |
 FY3430| FY3383 GILLIAM                             APPROX. 3.8 KM 0070050.7 |
 FY3430|---------------------------------------------------------------------|
 FY3430
 FY3430                          SUPERSEDED SURVEY CONTROL
 FY3430
 FY3430  NAD 83(1993)-  36 12 15.86346(N)    079 30 13.32189(W) AD(       ) 2
 FY3430  NAD 83(1986)-  36 12 15.86421(N)    079 30 13.32331(W) AD(       ) 2
 FY3430  NAD 27      -  36 12 15.37902(N)    079 30 14.23593(W) AD(       ) 2
 FY3430
 FY3430.Superseded values are not recommended for survey control.
 FY3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3430.See file dsdata.txt to determine how the superseded data were derived.
 FY3430
 FY3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3451407658(NAD 83)
 FY3430_MARKER: I = METAL ROD
 FY3430_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FY3430_SP_SET: OBJECT DRIVEN INTO GROUND
 FY3430_MARK LOGO: USGS  
 FY3430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY3430
 FY3430  HISTORY     - Date     Condition        Report By
 FY3430  HISTORY     - 1968     MONUMENTED       USGS
 FY3430  HISTORY     - 19910527 GOOD             USPSQD
 FY3430
 FY3430                          STATION DESCRIPTION
 FY3430
 FY3430'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 FY3430'STATION IS LOCATED ABOUT 13.7 MILES SOUTHEAST OF REIDSVILLE AND
 FY3430'ABOUT 1.5 MILES NORTH OF ALTAMAHAW.
 FY3430'
 FY3430'TO REACH FROM BETHLEHEM CHURCH AT ALTAMAHAW GO NORTH ON PAVED
 FY3430'ROAD FOR 1.2 MILES TO THE JUNCTION OF A PAVED ROAD RIGHT, TURN
 FY3430'LEFT ON FIELD ROAD AND GO 0.15 MILE TO TOP OF HILL AND STATION IN
 FY3430'TELEPHONE CABLE RIGHT-OF-WAY.
 FY3430'
 FY3430'THE STATION MARK IS A 3-FOOT COPPER-COATED STEEL ROD NOT STAMPED
 FY3430'DRIVEN INTO THE GROUND AND PROJECTING 2 INCHES.  IT IS 223 FEET
 FY3430'WEST OF POLE NO. 1340, 213 FEET EAST OF POLE NO. 1341, 26.5 FEET
 FY3430'SOUTH OF THE CENTERLINE OF FIELD ROAD AND 22 FEET SOUTH OF THE
 FY3430'CENTERLINE OF THE RIGHT-OF-WAY CLEARING.
 FY3430
 FY3430                          STATION RECOVERY (1991)
 FY3430
 FY3430'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1244 ***********************************************************************
 EB1244  DESIGNATION -  A 32
 EB1244  PID         -  EB1244
 EB1244  STATE/COUNTY-  NC/DUPLIN
 EB1244  USGS QUAD   -  WARSAW SOUTH (1984)
 EB1244
 EB1244                         *CURRENT SURVEY CONTROL
 EB1244  ___________________________________________________________________
 EB1244* NAD 83(1986)-  35 00 06.3    (N)    078 05 39.9    (W)     HD_HELD2  
 EB1244* NAVD 88     -        48.250  (meters)     158.30   (feet)  ADJUSTED  
 EB1244  ___________________________________________________________________
 EB1244  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EB1244  DYNAMIC HT  -          48.205 (meters)     158.15  (feet)  COMP
 EB1244  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 EB1244
 EB1244  VERT ORDER  -  SECOND    CLASS 0
 EB1244
 EB1244.The horizontal coordinates were established by autonomous hand held GPS
 EB1244.observations and have an estimated accuracy of +/- 10 meters.
 EB1244
 EB1244.The orthometric height was determined by differential leveling
 EB1244.and adjusted in June 1991.
 EB1244
 EB1244.The geoid height was determined by GEOID03.
 EB1244
 EB1244.The dynamic height is computed by dividing the NAVD 88
 EB1244.geopotential number by the normal gravity value computed on the
 EB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1244.degrees latitude (g = 980.6199 gals.).
 EB1244
 EB1244.The modeled gravity was interpolated from observed gravity values.
 EB1244
 EB1244;                    North         East    Units  Estimated Accuracy
 EB1244;SPC NC       -   139,234.      692,258.      MT  (+/- 10 meters HH2 GPS)
 EB1244
 EB1244                          SUPERSEDED SURVEY CONTROL
 EB1244
 EB1244  NGVD 29 (??/??/92)   48.508  (m)          159.15   (f) ADJ UNCH    2 0
 EB1244
 EB1244.Superseded values are not recommended for survey control.
 EB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1244.See file dsdata.txt to determine how the superseded data were derived.
 EB1244
 EB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6517377096(NAD 83)
 EB1244_MARKER: DB = BENCH MARK DISK
 EB1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB1244_SP_SET: BUILDING
 EB1244_STAMPING: A 32 1932
 EB1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB1244+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 EB1244
 EB1244  HISTORY     - Date     Condition        Report By
 EB1244  HISTORY     - 1932     MONUMENTED       CGS
 EB1244  HISTORY     - 1935     GOOD             NGS
 EB1244  HISTORY     - 1972     GOOD             NGS
 EB1244  HISTORY     - 20050601 GOOD             GEOCAC
 EB1244
 EB1244                          STATION DESCRIPTION
 EB1244
 EB1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EB1244'AT WARSAW.
 EB1244'AT WARSAW, DUPLIN COUNTY, ON THE MAIN STREET PARALLELING THE
 EB1244'ATLANTIC COAST LINE RAILROAD TRACK, AT A RED BRICK BUILDING, IN
 EB1244'THE WEST WALL, 1 FOOT NORTH OF THE NORTH END OF THE WARSAW FUEL
 EB1244'AND ICE CO. SHOW WINDOW, AND 4 FEET HIGHER THAN THE SIDEWALK.
 EB1244'A STANDARD DISK, STAMPED A 32 1932 AND SET VERTICALLY.
 EB1244
 EB1244                          STATION RECOVERY (1972)
 EB1244
 EB1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EB1244'RECOVERED IN GOOD CONDITION.
 EB1244
 EB1244                          STATION RECOVERY (2005)
 EB1244
 EB1244'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EB1244'RECOVERED AS DESCRIBED, WITH ADDITIONAL NOTES. BUILDING IS OCCUPIED BY
 EB1244'WARSAW FURNITURE COMPANY, 322 NORTH FRONT STREET. DISK HAS BEEN
 EB1244'PAINTED OVER AND IS DIFFICULT TO SEE. IT IS APPROXIMATELY 105 FEET
 EB1244'SOUTH OF THE C/L OF W. POLLOCK STREET. THE READING ON A HANDHELD GPS
 EB1244'RECEIVER WAS N35 00 06.3, W78 05 39.9.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0866 ***********************************************************************
 EY0866  DESIGNATION -  A 33
 EY0866  PID         -  EY0866
 EY0866  STATE/COUNTY-  NC/WAYNE
 EY0866  USGS QUAD   -  FREMONT (1978)
 EY0866
 EY0866                         *CURRENT SURVEY CONTROL
 EY0866  ___________________________________________________________________
 EY0866* NAD 83(1986)-  35 32 26.     (N)    077 58 38.     (W)     SCALED    
 EY0866* NAVD 88     -        45.869  (meters)     150.49   (feet)  ADJUSTED  
 EY0866  ___________________________________________________________________
 EY0866  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY0866  DYNAMIC HT  -          45.829 (meters)     150.36  (feet)  COMP
 EY0866  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 EY0866
 EY0866  VERT ORDER  -  SECOND    CLASS 0
 EY0866
 EY0866.The horizontal coordinates were scaled from a topographic map and have
 EY0866.an estimated accuracy of +/- 6 seconds.
 EY0866
 EY0866.The orthometric height was determined by differential leveling
 EY0866.and adjusted in June 1991.
 EY0866
 EY0866.The geoid height was determined by GEOID03.
 EY0866
 EY0866.The dynamic height is computed by dividing the NAVD 88
 EY0866.geopotential number by the normal gravity value computed on the
 EY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0866.degrees latitude (g = 980.6199 gals.).
 EY0866
 EY0866.The modeled gravity was interpolated from observed gravity values.
 EY0866
 EY0866;                    North         East    Units  Estimated Accuracy
 EY0866;SPC NC       -   199,110.      702,340.      MT  (+/- 180 meters Scaled)
 EY0866
 EY0866                          SUPERSEDED SURVEY CONTROL
 EY0866
 EY0866  NGVD 29 (??/??/92)   46.200  (m)          151.57   (f) ADJ UNCH    2 0
 EY0866
 EY0866.Superseded values are not recommended for survey control.
 EY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0866.See file dsdata.txt to determine how the superseded data were derived.
 EY0866
 EY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE300370(NAD 83)
 EY0866_MARKER: DB = BENCH MARK DISK
 EY0866_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EY0866_SP_SET: SET VERTICALLY IN BRICK WALL
 EY0866_STAMPING: A 33 1932
 EY0866_MARK LOGO: CGS   
 EY0866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0866+STABILITY: SURFACE MOTION
 EY0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0866+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 EY0866
 EY0866  HISTORY     - Date     Condition        Report By
 EY0866  HISTORY     - 1932     MONUMENTED       CGS
 EY0866  HISTORY     - 1942     GOOD             NGS
 EY0866  HISTORY     - 1978     GOOD             NCGS
 EY0866  HISTORY     - 1978     GOOD             NGS
 EY0866  HISTORY     - 19961204 GOOD             NCGS
 EY0866
 EY0866                          STATION DESCRIPTION
 EY0866
 EY0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EY0866'AT FREMONT.
 EY0866'AT FREMONT, WAYNE COUNTY, 100 YARDS SOUTH OF THE ATLANTIC COAST
 EY0866'LINE RAILROAD STATION, 100 FEET EAST OF THE TRACK, AT THE SOUTHWEST
 EY0866'CORNER OF A STREET INTERSECTION, IN THE WEST WALL OF THE PEACOCK
 EY0866'GROCERY STORE, 20 FEET SOUTH OF THE NORTHWEST CORNER, AND 3-1/2
 EY0866'FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED A 33 1932
 EY0866'AND SET VERTICALLY.
 EY0866
 EY0866                          STATION RECOVERY (1978)
 EY0866
 EY0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0866'RECOVERED IN GOOD CONDITION.
 EY0866
 EY0866                          STATION RECOVERY (1978)
 EY0866
 EY0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EY0866'RECOVERED IN GOOD CONDITION.
 EY0866
 EY0866                          STATION RECOVERY (1996)
 EY0866
 EY0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY0866'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EY0866'ADDITIONS.
 EY0866'THE PEACOCK GROCERY STORE IS NOW A POOL ROOM AND CAFE.
 EY0866'MARK IS A STANDARD USCGS BENCH MARK DISK STAMPED---A 33 1932---.
 EY0866'MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF NC 222-MAIN ST., AND
 EY0866'SOUTH GOLDSBORO ST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0897 ***********************************************************************
 EY0897  DESIGNATION -  A 34
 EY0897  PID         -  EY0897
 EY0897  STATE/COUNTY-  NC/EDGECOMBE
 EY0897  USGS QUAD   -  TARBORO (1981)
 EY0897
 EY0897                         *CURRENT SURVEY CONTROL
 EY0897  ___________________________________________________________________
 EY0897* NAD 83(1986)-  35 54 45.     (N)    077 35 49.     (W)     SCALED    
 EY0897* NAVD 88     -        32.048  (meters)     105.14   (feet)  POSTED    
 EY0897  ___________________________________________________________________
 EY0897  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EY0897  DYNAMIC HT  -          32.020 (meters)     105.05  (feet)  COMP
 EY0897  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 EY0897
 EY0897  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0897
 EY0897.The horizontal coordinates were scaled from a topographic map and have
 EY0897.an estimated accuracy of +/- 6 seconds.
 EY0897
 EY0897.The orthometric height was determined by differential leveling
 EY0897.and adjusted by the  in 1992.
 EY0897.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0897.rate of 0.0 thru 1.0 mm/km.
 EY0897
 EY0897.The geoid height was determined by GEOID03.
 EY0897
 EY0897.The dynamic height is computed by dividing the NAVD 88
 EY0897.geopotential number by the normal gravity value computed on the
 EY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0897.degrees latitude (g = 980.6199 gals.).
 EY0897
 EY0897.The modeled gravity was interpolated from observed gravity values.
 EY0897
 EY0897;                    North         East    Units  Estimated Accuracy
 EY0897;SPC NC       -   240,790.      736,230.      MT  (+/- 180 meters Scaled)
 EY0897
 EY0897                          SUPERSEDED SURVEY CONTROL
 EY0897
 EY0897  NGVD 29 (??/??/92)   32.359  (m)          106.16   (f) ADJ UNCH    2 0
 EY0897
 EY0897.Superseded values are not recommended for survey control.
 EY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0897.See file dsdata.txt to determine how the superseded data were derived.
 EY0897
 EY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE656773(NAD 83)
 EY0897_MARKER: DB = BENCH MARK DISK
 EY0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0897_STAMPING: 106.132 A 34 1932
 EY0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0897+STABILITY: SURFACE MOTION
 EY0897
 EY0897  HISTORY     - Date     Condition        Report By
 EY0897  HISTORY     - 1932     MONUMENTED       CGS
 EY0897  HISTORY     - 1942     GOOD             NGS
 EY0897  HISTORY     - 1978     POOR             USGS
 EY0897
 EY0897                          STATION DESCRIPTION
 EY0897
 EY0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EY0897'3.3 MI W FROM TARBORO.
 EY0897'3.3 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EY0897'TARBORO, EDGECOMBE COUNTY, AT MACNELLS, 52.5 FEET NORTHEAST OF A
 EY0897'SECTION TOOL SHED, 22.2 FEET NORTH OF THE NORTH RAIL, AND 4 FEET
 EY0897'WEST OF A POLE.  A STANDARD DISK, STAMPED 106.132 A 34 1932 AND
 EY0897'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 EY0897'GROUND.
 EY0897
 EY0897                          STATION RECOVERY (1978)
 EY0897
 EY0897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0897'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0439 ***********************************************************************
 EY0439  DESIGNATION -  A 35
 EY0439  PID         -  EY0439
 EY0439  STATE/COUNTY-  NC/MARTIN
 EY0439  USGS QUAD   -  PLYMOUTH WEST (1987)
 EY0439
 EY0439                         *CURRENT SURVEY CONTROL
 EY0439  ___________________________________________________________________
 EY0439* NAD 83(1986)-  35 48 31.     (N)    076 50 34.     (W)     SCALED    
 EY0439* NAVD 88     -        14.304  (meters)      46.93   (feet)  POSTED    
 EY0439  ___________________________________________________________________
 EY0439  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 EY0439  DYNAMIC HT  -          14.290 (meters)      46.88  (feet)  COMP
 EY0439  MODELED GRAV-     979,793.3   (mgal)                       NAVD 88
 EY0439
 EY0439  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0439
 EY0439.The horizontal coordinates were scaled from a topographic map and have
 EY0439.an estimated accuracy of +/- 6 seconds.
 EY0439
 EY0439.The orthometric height was determined by differential leveling
 EY0439.and adjusted by the  in 1992.
 EY0439.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0439.rate of 1.1 thru 2.0 mm/km.
 EY0439
 EY0439.The geoid height was determined by GEOID03.
 EY0439
 EY0439.The dynamic height is computed by dividing the NAVD 88
 EY0439.geopotential number by the normal gravity value computed on the
 EY0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0439.degrees latitude (g = 980.6199 gals.).
 EY0439
 EY0439.The modeled gravity was interpolated from observed gravity values.
 EY0439
 EY0439;                    North         East    Units  Estimated Accuracy
 EY0439;SPC NC       -   230,480.      804,540.      MT  (+/- 180 meters Scaled)
 EY0439
 EY0439                          SUPERSEDED SURVEY CONTROL
 EY0439
 EY0439  NGVD 29 (??/??/92)   14.621  (m)           47.97   (f) ADJ UNCH    2 0
 EY0439
 EY0439.Superseded values are not recommended for survey control.
 EY0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0439.See file dsdata.txt to determine how the superseded data were derived.
 EY0439
 EY0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE335642(NAD 83)
 EY0439_MARKER: DB = BENCH MARK DISK
 EY0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0439_STAMPING: 48.015 A 35 1932
 EY0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0439+STABILITY: SURFACE MOTION
 EY0439
 EY0439  HISTORY     - Date     Condition        Report By
 EY0439  HISTORY     - 1932     MONUMENTED       CGS
 EY0439  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0439  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0439  HISTORY     - 20060410 MARK NOT FOUND   NCGS
 EY0439
 EY0439                          STATION DESCRIPTION
 EY0439
 EY0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0439'3.5 MI E FROM JAMESVILLE.
 EY0439'3.5 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EY0439'STATION AT JAMESVILLE, MARTIN COUNTY, 0.5 MILE EAST OF MILEPOST
 EY0439'59, 105 FEET WEST OF A COUNTY-ROAD CROSSING, 60 FEET NORTH OF
 EY0439'A SMALL BARN, AND 19.9 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD
 EY0439'DISK, STAMPED 48.015 A 35 1932 AND SET IN THE TOP OF A CONCRETE
 EY0439'POST PROJECTING 8 INCHES ABOVE GROUND.
 EY0439
 EY0439                          STATION RECOVERY (1975)
 EY0439
 EY0439'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0439'MARK NOT FOUND.
 EY0439
 EY0439                          STATION RECOVERY (2006)
 EY0439
 EY0439'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0439'NOT FOUND.  MAY BE LOST FROM RAILROAD DITCH MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1384 ***********************************************************************
 FX1384  DESIGNATION -  A 36
 FX1384  PID         -  FX1384
 FX1384  STATE/COUNTY-  NC/HALIFAX
 FX1384  USGS QUAD   -  WELDON (1974)
 FX1384
 FX1384                         *CURRENT SURVEY CONTROL
 FX1384  ___________________________________________________________________
 FX1384* NAD 83(1986)-  36 25 46.     (N)    077 35 39.     (W)     SCALED    
 FX1384* NAVD 88     -        23.113  (meters)      75.83   (feet)  ADJUSTED  
 FX1384  ___________________________________________________________________
 FX1384  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 FX1384  DYNAMIC HT  -          23.095 (meters)      75.77  (feet)  COMP
 FX1384  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 FX1384
 FX1384  VERT ORDER  -  SECOND    CLASS 0
 FX1384
 FX1384.The horizontal coordinates were scaled from a topographic map and have
 FX1384.an estimated accuracy of +/- 6 seconds.
 FX1384
 FX1384.The orthometric height was determined by differential leveling
 FX1384.and adjusted in June 1991.
 FX1384
 FX1384.The geoid height was determined by GEOID03.
 FX1384
 FX1384.The dynamic height is computed by dividing the NAVD 88
 FX1384.geopotential number by the normal gravity value computed on the
 FX1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1384.degrees latitude (g = 980.6199 gals.).
 FX1384
 FX1384.The modeled gravity was interpolated from observed gravity values.
 FX1384
 FX1384;                    North         East    Units  Estimated Accuracy
 FX1384;SPC NC       -   298,150.      735,670.      MT  (+/- 180 meters Scaled)
 FX1384
 FX1384                          SUPERSEDED SURVEY CONTROL
 FX1384
 FX1384  NGVD 29 (??/??/92)   23.422  (m)           76.84   (f) ADJ UNCH    2 0
 FX1384
 FX1384.Superseded values are not recommended for survey control.
 FX1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1384.See file dsdata.txt to determine how the superseded data were derived.
 FX1384
 FX1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF674347(NAD 83)
 FX1384_MARKER: DB = BENCH MARK DISK
 FX1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX1384_SP_SET: BUILDING
 FX1384_STAMPING: 76.808 A 36 1932
 FX1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX1384
 FX1384  HISTORY     - Date     Condition        Report By
 FX1384  HISTORY     - 1932     MONUMENTED       CGS
 FX1384  HISTORY     - 1964     GOOD             NGS
 FX1384
 FX1384                          STATION DESCRIPTION
 FX1384
 FX1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FX1384'AT HALIFAX.
 FX1384'AT WELDON, HALIFAX COUNTY, 200 YARDS NORTHEAST OF THE ATLANTIC
 FX1384'COAST LINE RAILROAD STATION, 150 YARDS EAST OF THE TRACK, IN
 FX1384'THE NORTH WALL OF THE COCA-COLA BOTTLING WORKS BUILDING, 40 FEET
 FX1384'EAST OF THE NORTHWEST CORNER, AND 4-1/2 FEET HIGHER THAN THE
 FX1384'GROUND.  A STANDARD DISK, STAMPED 76.808 A 36 1932 AND SET
 FX1384'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1702 ***********************************************************************
 FB1702  DESIGNATION -  A 37
 FB1702  PID         -  FB1702
 FB1702  STATE/COUNTY-  NC/SWAIN
 FB1702  USGS QUAD   -  NOLAND CREEK (1978)
 FB1702
 FB1702                         *CURRENT SURVEY CONTROL
 FB1702  ___________________________________________________________________
 FB1702* NAD 83(1986)-  35 26 09.     (N)    083 37 02.     (W)     SCALED    
 FB1702* NAVD 88     -       442.777  (meters)    1452.68   (feet)  ADJUSTED  
 FB1702  ___________________________________________________________________
 FB1702  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FB1702  DYNAMIC HT  -         442.304 (meters)    1451.13  (feet)  COMP
 FB1702  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 FB1702
 FB1702  VERT ORDER  -  FIRST     CLASS II
 FB1702
 FB1702.The horizontal coordinates were scaled from a topographic map and have
 FB1702.an estimated accuracy of +/- 6 seconds.
 FB1702
 FB1702.The orthometric height was determined by differential leveling
 FB1702.and adjusted in June 1991.
 FB1702
 FB1702.The geoid height was determined by GEOID03.
 FB1702
 FB1702.The dynamic height is computed by dividing the NAVD 88
 FB1702.geopotential number by the normal gravity value computed on the
 FB1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1702.degrees latitude (g = 980.6199 gals.).
 FB1702
 FB1702.The modeled gravity was interpolated from observed gravity values.
 FB1702
 FB1702;                    North         East    Units  Estimated Accuracy
 FB1702;SPC NC       -   196,760.      190,550.      MT  (+/- 180 meters Scaled)
 FB1702
 FB1702                          SUPERSEDED SURVEY CONTROL
 FB1702
 FB1702  NGVD 29 (??/??/92)  442.827  (m)         1452.84   (f) ADJ UNCH    1 2
 FB1702
 FB1702.Superseded values are not recommended for survey control.
 FB1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1702.See file dsdata.txt to determine how the superseded data were derived.
 FB1702
 FB1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV624245(NAD 83)
 FB1702_MARKER: DB = BENCH MARK DISK
 FB1702_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FB1702_SP_SET: UNSPECIFIED
 FB1702_STAMPING: 1452.996 A 37 1932
 FB1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1702
 FB1702  HISTORY     - Date     Condition        Report By
 FB1702  HISTORY     - 1932     MONUMENTED       CGS
 FB1702  HISTORY     - 1934     GOOD             NGS
 FB1702
 FB1702                          STATION DESCRIPTION
 FB1702
 FB1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1702'2 MI W FROM BUSHNELL.
 FB1702'2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1702'BUSHNELL, SWAIN COUNTY, 220 FEET WEST OF MILEPOST 2, BETWEEN
 FB1702'THE TRACK AND STATE HIGHWAY 288, 4 FEET NORTH OF THE NORTH RAIL,
 FB1702'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 1/2 FEET
 FB1702'HIGHER THAN THE TRACK, IN A LARGE ROCK.  A STANDARD DISK, STAMPED
 FB1702'1452.996 A 37 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1606 ***********************************************************************
 FB1606  DESIGNATION -  A 38
 FB1606  PID         -  FB1606
 FB1606  STATE/COUNTY-  NC/JACKSON
 FB1606  USGS QUAD   -  SYLVA NORTH (1978)
 FB1606
 FB1606                         *CURRENT SURVEY CONTROL
 FB1606  ___________________________________________________________________
 FB1606* NAD 83(1986)-  35 23 41.     (N)    083 11 26.     (W)     SCALED    
 FB1606* NAVD 88     -       653.812  (meters)    2145.05   (feet)  ADJUSTED  
 FB1606  ___________________________________________________________________
 FB1606  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FB1606  DYNAMIC HT  -         653.118 (meters)    2142.77  (feet)  COMP
 FB1606  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 FB1606
 FB1606  VERT ORDER  -  SECOND    CLASS 0
 FB1606
 FB1606.The horizontal coordinates were scaled from a topographic map and have
 FB1606.an estimated accuracy of +/- 6 seconds.
 FB1606
 FB1606.The orthometric height was determined by differential leveling
 FB1606.and adjusted in June 1991.
 FB1606
 FB1606.The geoid height was determined by GEOID03.
 FB1606
 FB1606.The dynamic height is computed by dividing the NAVD 88
 FB1606.geopotential number by the normal gravity value computed on the
 FB1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1606.degrees latitude (g = 980.6199 gals.).
 FB1606
 FB1606.The modeled gravity was interpolated from observed gravity values.
 FB1606
 FB1606;                    North         East    Units  Estimated Accuracy
 FB1606;SPC NC       -   190,480.      229,060.      MT  (+/- 180 meters Scaled)
 FB1606
 FB1606                          SUPERSEDED SURVEY CONTROL
 FB1606
 FB1606  NGVD 29 (??/??/92)  653.829  (m)         2145.10   (f) ADJ UNCH    2 0
 FB1606
 FB1606.Superseded values are not recommended for survey control.
 FB1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1606.See file dsdata.txt to determine how the superseded data were derived.
 FB1606
 FB1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV010190(NAD 83)
 FB1606_MARKER: DB = BENCH MARK DISK
 FB1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1606_SP_SET: BUILDING
 FB1606_STAMPING: 2145.265 A 38 1932
 FB1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1606
 FB1606  HISTORY     - Date     Condition        Report By
 FB1606  HISTORY     - 1932     MONUMENTED       CGS
 FB1606  HISTORY     - 1936     GOOD             NGS
 FB1606
 FB1606                          STATION DESCRIPTION
 FB1606
 FB1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1606'AT BETA.
 FB1606'AT BETA, JACKSON COUNTY, 180 FEET NORTH OF THE SOUTHERN RAILWAY
 FB1606'TRACK, 40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 19, IN
 FB1606'THE SOUTH SIDE OF A CONCRETE-BLOCK STORE AND SERVICE STATION, AND
 FB1606'4-1/2 FEET HIGHER THAN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0346 ***********************************************************************
 FB0346  DESIGNATION -  A 40
 FB0346  PID         -  FB0346
 FB0346  STATE/COUNTY-  NC/POLK
 FB0346  USGS QUAD   -  SALUDA (1987)
 FB0346
 FB0346                         *CURRENT SURVEY CONTROL
 FB0346  ___________________________________________________________________
 FB0346* NAD 83(1986)-  35 13 11.     (N)    082 19 31.     (W)     SCALED    
 FB0346* NAVD 88     -       452.923  (meters)    1485.96   (feet)  ADJUSTED  
 FB0346  ___________________________________________________________________
 FB0346  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FB0346  DYNAMIC HT  -         452.441 (meters)    1484.38  (feet)  COMP
 FB0346  MODELED GRAV-     979,557.4   (mgal)                       NAVD 88
 FB0346
 FB0346  VERT ORDER  -  SECOND    CLASS 0
 FB0346
 FB0346.The horizontal coordinates were scaled from a topographic map and have
 FB0346.an estimated accuracy of +/- 6 seconds.
 FB0346
 FB0346.The orthometric height was determined by differential leveling
 FB0346.and adjusted in June 1991.
 FB0346
 FB0346.The geoid height was determined by GEOID03.
 FB0346
 FB0346.The dynamic height is computed by dividing the NAVD 88
 FB0346.geopotential number by the normal gravity value computed on the
 FB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0346.degrees latitude (g = 980.6199 gals.).
 FB0346
 FB0346.The modeled gravity was interpolated from observed gravity values.
 FB0346
 FB0346;                    North         East    Units  Estimated Accuracy
 FB0346;SPC NC       -   168,110.      306,950.      MT  (+/- 180 meters Scaled)
 FB0346
 FB0346                          SUPERSEDED SURVEY CONTROL
 FB0346
 FB0346  NGVD 29 (??/??/92)  452.974  (m)         1486.13   (f) ADJ UNCH    2 0
 FB0346
 FB0346.Superseded values are not recommended for survey control.
 FB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0346.See file dsdata.txt to determine how the superseded data were derived.
 FB0346
 FB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU793982(NAD 83)
 FB0346_MARKER: DB = BENCH MARK DISK
 FB0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0346_SP_SET: BRIDGE
 FB0346_STAMPING: 1485.955 A 40 1932
 FB0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0346
 FB0346  HISTORY     - Date     Condition        Report By
 FB0346  HISTORY     - 1932     MONUMENTED       CGS
 FB0346  HISTORY     - 1956     MARK NOT FOUND   NGS
 FB0346
 FB0346                          STATION DESCRIPTION
 FB0346
 FB0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 FB0346'AT MELROSE.
 FB0346'AT MELROSE, POLK COUNTY, AT THE SOUTHERN RAILWAY COALING STATION,
 FB0346'200 YARDS WEST OF THE STATION SIGN, AT BRIDGE 34.9 OVER NORTH
 FB0346'POCOLET RIVER, AND IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT.
 FB0346'A STANDARD DISK, STAMPED 1485.955 A 40 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0592 ***********************************************************************
 FA0592  DESIGNATION -  A 42
 FA0592  PID         -  FA0592
 FA0592  STATE/COUNTY-  NC/ROWAN
 FA0592  USGS QUAD   -  CLEVELAND (1988)
 FA0592
 FA0592                         *CURRENT SURVEY CONTROL
 FA0592  ___________________________________________________________________
 FA0592* NAD 83(1986)-  35 40 34.     (N)    080 41 37.     (W)     SCALED    
 FA0592* NAVD 88     -       238.902  (meters)     783.80   (feet)  ADJUSTED  
 FA0592  ___________________________________________________________________
 FA0592  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 FA0592  DYNAMIC HT  -         238.687 (meters)     783.09  (feet)  COMP
 FA0592  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 FA0592
 FA0592  VERT ORDER  -  FIRST     CLASS II
 FA0592
 FA0592.The horizontal coordinates were scaled from a topographic map and have
 FA0592.an estimated accuracy of +/- 6 seconds.
 FA0592
 FA0592.The orthometric height was determined by differential leveling
 FA0592.and adjusted in June 1991.
 FA0592
 FA0592.The geoid height was determined by GEOID03.
 FA0592
 FA0592.The dynamic height is computed by dividing the NAVD 88
 FA0592.geopotential number by the normal gravity value computed on the
 FA0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0592.degrees latitude (g = 980.6199 gals.).
 FA0592
 FA0592.The modeled gravity was interpolated from observed gravity values.
 FA0592
 FA0592;                    North         East    Units  Estimated Accuracy
 FA0592;SPC NC       -   214,970.      456,300.      MT  (+/- 180 meters Scaled)
 FA0592
 FA0592                          SUPERSEDED SURVEY CONTROL
 FA0592
 FA0592  NGVD 29 (??/??/92)  239.131  (m)          784.55   (f) ADJ UNCH    1 2
 FA0592
 FA0592.Superseded values are not recommended for survey control.
 FA0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0592.See file dsdata.txt to determine how the superseded data were derived.
 FA0592
 FA0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV277480(NAD 83)
 FA0592_MARKER: DB = BENCH MARK DISK
 FA0592_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FA0592_SP_SET: BRICK BUILDING
 FA0592_STAMPING: A 42 1932 784.565
 FA0592_MARK LOGO: CGS   
 FA0592_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0592+STABILITY: SURFACE MOTION
 FA0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0592+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 FA0592
 FA0592  HISTORY     - Date     Condition        Report By
 FA0592  HISTORY     - 1932     MONUMENTED       CGS
 FA0592  HISTORY     - 1966     GOOD             NGS
 FA0592  HISTORY     - 19920423 GOOD             NCGS
 FA0592  HISTORY     - 20010529 GOOD             NCGS
 FA0592
 FA0592                          STATION DESCRIPTION
 FA0592
 FA0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 FA0592'AT BEAR POPLAR.
 FA0592'SET VERTICALLY IN THE SOUTH WALL OF HALL AND STEELE BRICK
 FA0592'STORE (THIS IS ALSO BEAR POPLAR POST OFFICE, AT PRESENT), 25
 FA0592'FEET SOUTHEAST OF THE SOUTHERN RAILWAY TRACK, 2 FEET EAST OF THE
 FA0592'SOUTHWEST CORNER OF THE BUILDING AND 5.5 FEET ABOVE THE GROUND.
 FA0592
 FA0592                          STATION RECOVERY (1992)
 FA0592
 FA0592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA0592'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF MOORESVILLE AND
 FA0592'12.0 MI (19.3 KM) SOUTHEAST OF STATESVILLE. ALONG NC 801 FOR 8.95 MI
 FA0592'(14.40 KM) NORTH FROM NC 150, AT SR 1547 (HALL ROAD AND GRAHAM ROAD-IN
 FA0592'THE COMMUNITY OF BEAR POPLAR), IN THE SOUTHEAST QUADRANT OF THE
 FA0592'CROSSROADS, SET VERTICALLY IN THE WEST WALL OF STEELE FEED AND SEED
 FA0592'COMPANY STORE BUILDING.
 FA0592
 FA0592                          STATION RECOVERY (2001)
 FA0592
 FA0592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA0592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0090 ***********************************************************************
 FZ0090  DESIGNATION -  A 43
 FZ0090  PID         -  FZ0090
 FZ0090  STATE/COUNTY-  NC/FORSYTH
 FZ0090  USGS QUAD   -  WINSTON-SALEM EAST (1994)
 FZ0090
 FZ0090                         *CURRENT SURVEY CONTROL
 FZ0090  ___________________________________________________________________
 FZ0090* NAD 83(1986)-  36 05 37.     (N)    080 13 41.     (W)     SCALED    
 FZ0090* NAVD 88     -       258.114  (meters)     846.83   (feet)  POSTED    
 FZ0090  ___________________________________________________________________
 FZ0090  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FZ0090  DYNAMIC HT  -         257.880 (meters)     846.06  (feet)  COMP
 FZ0090  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FZ0090
 FZ0090  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FZ0090
 FZ0090.The horizontal coordinates were scaled from a topographic map and have
 FZ0090.an estimated accuracy of +/- 6 seconds.
 FZ0090
 FZ0090.The orthometric height was determined by differential leveling
 FZ0090.and adjusted by the  in 1992.
 FZ0090.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FZ0090.rate of 4.1 thru 8.0 mm/km.
 FZ0090
 FZ0090.The geoid height was determined by GEOID03.
 FZ0090
 FZ0090.The dynamic height is computed by dividing the NAVD 88
 FZ0090.geopotential number by the normal gravity value computed on the
 FZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0090.degrees latitude (g = 980.6199 gals.).
 FZ0090
 FZ0090.The modeled gravity was interpolated from observed gravity values.
 FZ0090
 FZ0090;                    North         East    Units  Estimated Accuracy
 FZ0090;SPC NC       -   260,670.      499,010.      MT  (+/- 180 meters Scaled)
 FZ0090
 FZ0090                          SUPERSEDED SURVEY CONTROL
 FZ0090
 FZ0090  NGVD 29 (??/??/92)  258.327  (m)          847.53   (f) ADJ UNCH    1 2
 FZ0090
 FZ0090.Superseded values are not recommended for survey control.
 FZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0090.See file dsdata.txt to determine how the superseded data were derived.
 FZ0090
 FZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV694946(NAD 83)
 FZ0090_MARKER: DB = BENCH MARK DISK
 FZ0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0090_SP_SET: BUILDING
 FZ0090_STAMPING: 847.590 A 43 1932
 FZ0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0090
 FZ0090  HISTORY     - Date     Condition        Report By
 FZ0090  HISTORY     - 1932     MONUMENTED       CGS
 FZ0090  HISTORY     - 1935     GOOD             NGS
 FZ0090  HISTORY     - 1972     GOOD             NGS
 FZ0090  HISTORY     - 1983     GOOD             USPSQD
 FZ0090
 FZ0090                          STATION DESCRIPTION
 FZ0090
 FZ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ0090'AT WINSTON-SALEM.
 FZ0090'AT WINSTON-SALEM, FORSYTH COUNTY, IN THE SOUTH WALL OF THE UNION
 FZ0090'STATION, 57 FEET FROM THE SOUTHWEST CORNER, AT THE LEFT OF THE
 FZ0090'ENTRANCE TO THE BAGGAGE ROOM, AND 4 FEET ABOVE THE SIDEWALK.
 FZ0090'A STANDARD DISK, STAMPED 847.590 A 43 1932 AND SET VERTICALLY.
 FZ0090
 FZ0090                          STATION RECOVERY (1972)
 FZ0090
 FZ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FZ0090'RECOVERED IN GOOD CONDITION.
 FZ0090
 FZ0090                          STATION RECOVERY (1983)
 FZ0090
 FZ0090'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1100 ***********************************************************************
 FY1100  DESIGNATION -  A 44
 FY1100  PID         -  FY1100
 FY1100  STATE/COUNTY-  NC/ROCKINGHAM
 FY1100  USGS QUAD   -  REIDSVILLE (1994)
 FY1100
 FY1100                         *CURRENT SURVEY CONTROL
 FY1100  ___________________________________________________________________
 FY1100* NAD 83(1986)-  36 21 48.     (N)    079 39 47.     (W)     SCALED    
 FY1100* NAVD 88     -       256.168  (meters)     840.44   (feet)  ADJUSTED  
 FY1100  ___________________________________________________________________
 FY1100  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 FY1100  DYNAMIC HT  -         255.949 (meters)     839.73  (feet)  COMP
 FY1100  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 FY1100
 FY1100  VERT ORDER  -  FIRST     CLASS II
 FY1100
 FY1100.The horizontal coordinates were scaled from a topographic map and have
 FY1100.an estimated accuracy of +/- 6 seconds.
 FY1100
 FY1100.The orthometric height was determined by differential leveling
 FY1100.and adjusted in June 1991.
 FY1100
 FY1100.The geoid height was determined by GEOID03.
 FY1100
 FY1100.The dynamic height is computed by dividing the NAVD 88
 FY1100.geopotential number by the normal gravity value computed on the
 FY1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1100.degrees latitude (g = 980.6199 gals.).
 FY1100
 FY1100.The modeled gravity was interpolated from observed gravity values.
 FY1100
 FY1100;                    North         East    Units  Estimated Accuracy
 FY1100;SPC NC       -   290,120.      550,090.      MT  (+/- 180 meters Scaled)
 FY1100
 FY1100                          SUPERSEDED SURVEY CONTROL
 FY1100
 FY1100  NGVD 29 (03/05/92)  256.394  (m)          841.19   (f) ADJUSTED    1 2
 FY1100
 FY1100.Superseded values are not recommended for survey control.
 FY1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1100.See file dsdata.txt to determine how the superseded data were derived.
 FY1100
 FY1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA199250(NAD 83)
 FY1100_MARKER: DB = BENCH MARK DISK
 FY1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1100_SP_SET: BUILDING
 FY1100_STAMPING: 841.245 A 44 1932
 FY1100_MARK LOGO: CGS   
 FY1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1100
 FY1100  HISTORY     - Date     Condition        Report By
 FY1100  HISTORY     - 1932     MONUMENTED       CGS
 FY1100  HISTORY     - 1935     GOOD             NGS
 FY1100  HISTORY     - 1979     GOOD             NCDOT
 FY1100  HISTORY     - 1982     GOOD             NCGS
 FY1100  HISTORY     - 1983     GOOD             NGS
 FY1100  HISTORY     - 1984     GOOD             USPSQD
 FY1100  HISTORY     - 1988     GOOD             USPSQD
 FY1100  HISTORY     - 19960622 GOOD             USPSQD
 FY1100
 FY1100                          STATION DESCRIPTION
 FY1100
 FY1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1100'AT REIDSVILLE.
 FY1100'AT REIDSVILLE, ROCKINGHAM COUNTY, IN THE WEST WALL OF THE
 FY1100'SOUTHERN RAILWAY PASSENGER STATION, 1 FOOT NORTH OF THE ENTRANCE
 FY1100'TO THE WHITE WAITING ROOM, AND 5 FEET ABOVE THE PAVEMENT.  A
 FY1100'STANDARD DISK, STAMPED 841.245 A 44 1932 AND SET VERTICALLY.
 FY1100
 FY1100                          STATION RECOVERY (1979)
 FY1100
 FY1100'RECOVERY NOTE BY 
NC DOT 1979
 FY1100'RECOVERED IN GOOD CONDITION.
 FY1100
 FY1100                          STATION RECOVERY (1982)
 FY1100
 FY1100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY1100'STATION RECOVERED IN GOOD CONDITION.
 FY1100
 FY1100                          STATION RECOVERY (1983)
 FY1100
 FY1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY1100'RECOVERED IN GOOD CONDITION.
 FY1100
 FY1100                          STATION RECOVERY (1984)
 FY1100
 FY1100'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY1100'RECOVERED IN GOOD CONDITION.
 FY1100
 FY1100                          STATION RECOVERY (1988)
 FY1100
 FY1100'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRB)
 FY1100'RECOVERED IN GOOD CONDITION.
 FY1100
 FY1100                          STATION RECOVERY (1996)
 FY1100
 FY1100'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0438 ***********************************************************************
 FZ0438  DESIGNATION -  A 45
 FZ0438  PID         -  FZ0438
 FZ0438  STATE/COUNTY-  NC/YADKIN
 FZ0438  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ0438
 FZ0438                         *CURRENT SURVEY CONTROL
 FZ0438  ___________________________________________________________________
 FZ0438* NAD 83(1986)-  36 05 27.     (N)    080 45 25.     (W)     SCALED    
 FZ0438* NAVD 88     -       311.871  (meters)    1023.20   (feet)  ADJUSTED  
 FZ0438  ___________________________________________________________________
 FZ0438  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 FZ0438  DYNAMIC HT  -         311.575 (meters)    1022.23  (feet)  COMP
 FZ0438  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 FZ0438
 FZ0438  VERT ORDER  -  SECOND    CLASS 0
 FZ0438
 FZ0438.The horizontal coordinates were scaled from a topographic map and have
 FZ0438.an estimated accuracy of +/- 6 seconds.
 FZ0438
 FZ0438.The orthometric height was determined by differential leveling
 FZ0438.and adjusted in June 1991.
 FZ0438
 FZ0438.The geoid height was determined by GEOID03.
 FZ0438
 FZ0438.The dynamic height is computed by dividing the NAVD 88
 FZ0438.geopotential number by the normal gravity value computed on the
 FZ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0438.degrees latitude (g = 980.6199 gals.).
 FZ0438
 FZ0438.The modeled gravity was interpolated from observed gravity values.
 FZ0438
 FZ0438;                    North         East    Units  Estimated Accuracy
 FZ0438;SPC NC       -   261,080.      451,380.      MT  (+/- 180 meters Scaled)
 FZ0438
 FZ0438                          SUPERSEDED SURVEY CONTROL
 FZ0438
 FZ0438  NGVD 29 (??/??/92)  312.043  (m)         1023.76   (f) ADJ UNCH    2 0
 FZ0438
 FZ0438.Superseded values are not recommended for survey control.
 FZ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0438.See file dsdata.txt to determine how the superseded data were derived.
 FZ0438
 FZ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV218940(NAD 83)
 FZ0438_MARKER: DB = BENCH MARK DISK
 FZ0438_SETTING: 80 = SET IN A BOULDER
 FZ0438_SP_SET: BOULDER
 FZ0438_STAMPING: A 45 1933
 FZ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0438+STABILITY: SURFACE MOTION
 FZ0438
 FZ0438  HISTORY     - Date     Condition        Report By
 FZ0438  HISTORY     - 1933     MONUMENTED       CGS
 FZ0438  HISTORY     - 1934     GOOD             NGS
 FZ0438  HISTORY     - 1965     MARK NOT FOUND   NGS
 FZ0438
 FZ0438                          STATION DESCRIPTION
 FZ0438
 FZ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0438'2.5 MI S FROM BROOKS CROSSROADS.
 FZ0438'2.5 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM BROOKS CROSSROADS,
 FZ0438'YADKIN COUNTY, 52 YARDS NORTH OF THE NORTH END OF THE C.S.
 FZ0438'REARIS HOME, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 FZ0438'LEVEL WITH THE HIGHWAY, IN THE TOP OF A SHARP PROJECTING BOULDER.
 FZ0438'A STANDARD DISK, STAMPED A 45 1933.
 FZ0438
 FZ0438                          STATION RECOVERY (1965)
 FZ0438
 FZ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0496 ***********************************************************************
 FZ0496  DESIGNATION -  A 46
 FZ0496  PID         -  FZ0496
 FZ0496  STATE/COUNTY-  NC/SURRY
 FZ0496  USGS QUAD   -  DOBSON (1994)
 FZ0496
 FZ0496                         *CURRENT SURVEY CONTROL
 FZ0496  ___________________________________________________________________
 FZ0496* NAD 83(1986)-  36 26 38.     (N)    080 38 03.     (W)     SCALED    
 FZ0496* NAVD 88     -       350.418  (meters)    1149.66   (feet)  POSTED    
 FZ0496  ___________________________________________________________________
 FZ0496  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 FZ0496  DYNAMIC HT  -         350.090 (meters)    1148.59  (feet)  COMP
 FZ0496  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 FZ0496
 FZ0496  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FZ0496
 FZ0496.The horizontal coordinates were scaled from a topographic map and have
 FZ0496.an estimated accuracy of +/- 6 seconds.
 FZ0496
 FZ0496.The orthometric height was determined by differential leveling
 FZ0496.and adjusted by the  in 1992.
 FZ0496.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FZ0496.rate of 1.1 thru 2.0 mm/km.
 FZ0496
 FZ0496.The geoid height was determined by GEOID03.
 FZ0496
 FZ0496.The dynamic height is computed by dividing the NAVD 88
 FZ0496.geopotential number by the normal gravity value computed on the
 FZ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0496.degrees latitude (g = 980.6199 gals.).
 FZ0496
 FZ0496.The modeled gravity was interpolated from observed gravity values.
 FZ0496
 FZ0496;                    North         East    Units  Estimated Accuracy
 FZ0496;SPC NC       -   300,060.      463,080.      MT  (+/- 180 meters Scaled)
 FZ0496
 FZ0496                          SUPERSEDED SURVEY CONTROL
 FZ0496
 FZ0496  NGVD 29 (??/??/92)  350.576  (m)         1150.18   (f) ADJ UNCH    2 0
 FZ0496
 FZ0496.Superseded values are not recommended for survey control.
 FZ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0496.See file dsdata.txt to determine how the superseded data were derived.
 FZ0496
 FZ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA327332(NAD 83)
 FZ0496_MARKER: DB = BENCH MARK DISK
 FZ0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0496_SP_SET: BUILDING
 FZ0496_STAMPING: A 46 1933
 FZ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0496
 FZ0496  HISTORY     - Date     Condition        Report By
 FZ0496  HISTORY     - 1933     MONUMENTED       CGS
 FZ0496  HISTORY     - 1934     GOOD             NGS
 FZ0496  HISTORY     - 1965     GOOD             NGS
 FZ0496
 FZ0496                          STATION DESCRIPTION
 FZ0496
 FZ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0496'AT WHITE PLAINS.
 FZ0496'AT WHITE PLAINS, SURRY COUNTY, 80 FEET WEST OF THE CENTERLINE OF
 FZ0496'U.S. HIGHWAY 601, IN THE EAST WALL OF THE HIGH SCHOOL, 12 FEET
 FZ0496'NORTH OF THE SOUTHEAST CORNER, AND 2-1/2 FEET HIGHER THAN THE
 FZ0496'GROUND.  A STANDARD DISK, STAMPED A 46 1933 AND SET VERTICALLY.
 FZ0496
 FZ0496                          STATION RECOVERY (1965)
 FZ0496
 FZ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1478 ***********************************************************************
 FB1478  DESIGNATION -  A 47
 FB1478  PID         -  FB1478
 FB1478  STATE/COUNTY-  NC/MACON
 FB1478  USGS QUAD   -  PRENTISS (1978)
 FB1478
 FB1478                         *CURRENT SURVEY CONTROL
 FB1478  ___________________________________________________________________
 FB1478* NAD 83(1986)-  35 00 59.     (N)    083 22 56.     (W)     SCALED    
 FB1478* NAVD 88     -       637.590  (meters)    2091.83   (feet)  ADJUSTED  
 FB1478  ___________________________________________________________________
 FB1478  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 FB1478  DYNAMIC HT  -         636.903 (meters)    2089.57  (feet)  COMP
 FB1478  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 FB1478
 FB1478  VERT ORDER  -  FIRST     CLASS II
 FB1478
 FB1478.The horizontal coordinates were scaled from a topographic map and have
 FB1478.an estimated accuracy of +/- 6 seconds.
 FB1478
 FB1478.The orthometric height was determined by differential leveling
 FB1478.and adjusted in June 1991.
 FB1478
 FB1478.The geoid height was determined by GEOID03.
 FB1478
 FB1478.The dynamic height is computed by dividing the NAVD 88
 FB1478.geopotential number by the normal gravity value computed on the
 FB1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1478.degrees latitude (g = 980.6199 gals.).
 FB1478
 FB1478.The modeled gravity was interpolated from observed gravity values.
 FB1478
 FB1478;                    North         East    Units  Estimated Accuracy
 FB1478;SPC NC       -   149,310.      209,810.      MT  (+/- 180 meters Scaled)
 FB1478
 FB1478                          SUPERSEDED SURVEY CONTROL
 FB1478
 FB1478  NGVD 29 (??/??/92)  637.601  (m)         2091.86   (f) ADJ UNCH    1 2
 FB1478
 FB1478.Superseded values are not recommended for survey control.
 FB1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1478.See file dsdata.txt to determine how the superseded data were derived.
 FB1478
 FB1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU826774(NAD 83)
 FB1478_MARKER: DB = BENCH MARK DISK
 FB1478_SETTING: 0 = UNSPECIFIED SETTING
 FB1478_STAMPING: A 47 1932 2091.954
 FB1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1478
 FB1478  HISTORY     - Date     Condition        Report By
 FB1478  HISTORY     - 1932     MONUMENTED       CGS
 FB1478  HISTORY     - 1970     GOOD             NGS
 FB1478  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1478  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FB1478
 FB1478                          STATION DESCRIPTION
 FB1478
 FB1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FB1478'11.9 MI S FROM FRANKLIN.
 FB1478'LOCATED 11.9 MILES SOUTH ALONG U.S. HIGHWAY 23-441 FROM THE
 FB1478'POST OFFICE AT FRANKLIN, N.C., THENCE 0.2 MILES SOUTHEAST ALONG
 FB1478'STATE ROAD 1630 TO STATE ROAD 1683, THENCE 0.1 MILE TO THE HOME
 FB1478'OF PAUL NEWMAN.  ALSO LOCATED 3.0 MILES NORTH ALONG U.S. HIGHWAY
 FB1478'23-441 FROM THE POST OFFICE AT DILLARD, GA., THENCE 0.3 MILES
 FB1478'NORTHEAST ALONG STATE ROAD 1630, THENCE 0.1 MILE ALONG STATE ROAD
 FB1478'1683.  THE MARK IS ABOUT 50 FEET WSW FROM THE NEWMAN HOME AND
 FB1478'275 FT SOUTH OF THE CENTER LINE OF STATE ROAD 1683.
 FB1478
 FB1478                          STATION RECOVERY (1982)
 FB1478
 FB1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1478'NOT RECOVERED, THE RAILROAD HAS BEEN ABANDONED AND THE TRACKS
 FB1478'DISMANTLED, THE LOCATION IS NOW A FARM FIELD AND NO SIGN OF THE MARK
 FB1478'COULD BE FOUND, DESCRIPTION IS NOW INADEQUATE.
 FB1478
 FB1478                          STATION RECOVERY (2004)
 FB1478
 FB1478'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0888 ***********************************************************************
 FZ0888  DESIGNATION -  A 48
 FZ0888  PID         -  FZ0888
 FZ0888  STATE/COUNTY-  NC/WATAUGA
 FZ0888  USGS QUAD   -  BOONE (1994)
 FZ0888
 FZ0888                         *CURRENT SURVEY CONTROL
 FZ0888  ___________________________________________________________________
 FZ0888* NAD 83(1986)-  36 13 03.     (N)    081 41 08.     (W)     SCALED    
 FZ0888* NAVD 88     -       981.423  (meters)    3219.89   (feet)  ADJUSTED  
 FZ0888  ___________________________________________________________________
 FZ0888  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ0888  DYNAMIC HT  -         980.393 (meters)    3216.51  (feet)  COMP
 FZ0888  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 FZ0888
 FZ0888  VERT ORDER  -  FIRST     CLASS II
 FZ0888
 FZ0888.The horizontal coordinates were scaled from a topographic map and have
 FZ0888.an estimated accuracy of +/- 6 seconds.
 FZ0888
 FZ0888.The orthometric height was determined by differential leveling
 FZ0888.and adjusted in June 1991.
 FZ0888
 FZ0888.The geoid height was determined by GEOID03.
 FZ0888
 FZ0888.The dynamic height is computed by dividing the NAVD 88
 FZ0888.geopotential number by the normal gravity value computed on the
 FZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0888.degrees latitude (g = 980.6199 gals.).
 FZ0888
 FZ0888.The modeled gravity was interpolated from observed gravity values.
 FZ0888
 FZ0888;                    North         East    Units  Estimated Accuracy
 FZ0888;SPC NC       -   277,000.      368,150.      MT  (+/- 180 meters Scaled)
 FZ0888
 FZ0888                          SUPERSEDED SURVEY CONTROL
 FZ0888
 FZ0888  NGVD 29 (??/??/92)  981.510  (m)         3220.17   (f) ADJ UNCH    1 2
 FZ0888
 FZ0888.Superseded values are not recommended for survey control.
 FZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0888.See file dsdata.txt to determine how the superseded data were derived.
 FZ0888
 FZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA383082(NAD 83)
 FZ0888_MARKER: DB = BENCH MARK DISK
 FZ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0888_SP_SET: CONCRETE POST
 FZ0888_STAMPING: A 48 1933
 FZ0888_MARK LOGO: CGS   
 FZ0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0888+STABILITY: SURFACE MOTION
 FZ0888
 FZ0888  HISTORY     - Date     Condition        Report By
 FZ0888  HISTORY     - 1933     MONUMENTED       CGS
 FZ0888  HISTORY     - 1979     MARK NOT FOUND   NCDOT
 FZ0888  HISTORY     - 19880918 SEE DESCRIPTION  NCGS
 FZ0888  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0888
 FZ0888                          STATION DESCRIPTION
 FZ0888
 FZ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0888'AT BOONE.
 FZ0888'AT BOONE, WATAUGA COUNTY, ON THE ABANDONED EAST TENNESSEE AND
 FZ0888'WESTERN NORTH CAROLINA RAILROAD, 85 FEET WEST OF THE SOUTHWEST
 FZ0888'CORNER OF THE OLD STATION, NEAR THE CROSSING OF DEPOT STREET, 215
 FZ0888'FEET WEST OF THE CENTERLINE OF THE STREET, 12 FEET SOUTH OF THE
 FZ0888'CENTERLINE OF THE OLD ROADBED, AND LEVEL WITH THE ROADBED.  A
 FZ0888'STANDARD DISK, STAMPED 3220.335 A 48 1933 AND SET IN THE TOP OF A
 FZ0888'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 FZ0888
 FZ0888                          STATION RECOVERY (1979)
 FZ0888
 FZ0888'RECOVERY NOTE BY 
NC DOT 1979
 FZ0888'PROBABLY DESTROYED WHEN NEW STREETS WERE CONSTRUCTED.
 FZ0888
 FZ0888                          STATION RECOVERY (1988)
 FZ0888
 FZ0888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ0888'STATION IS CONSIDERED TO BE PROBABLY DESTROYED DUE TO EXTENSIVE
 FZ0888'DEVELOPMENT IN THIS AREA.
 FZ0888'RAILROAD BED IS NO LONGER VISIBLE.
 FZ0888
 FZ0888                          STATION RECOVERY (1990)
 FZ0888
 FZ0888'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0157 ***********************************************************************
 FA0157  DESIGNATION -  A 50
 FA0157  PID         -  FA0157
 FA0157  STATE/COUNTY-  NC/STANLY
 FA0157  USGS QUAD   -  NEW LONDON (1994)
 FA0157
 FA0157                         *CURRENT SURVEY CONTROL
 FA0157  ___________________________________________________________________
 FA0157* NAD 83(1986)-  35 26 27.     (N)    080 13 19.     (W)     SCALED    
 FA0157* NAVD 88     -       212.112  (meters)     695.90   (feet)  ADJUSTED  
 FA0157  ___________________________________________________________________
 FA0157  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA0157  DYNAMIC HT  -         211.926 (meters)     695.29  (feet)  COMP
 FA0157  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FA0157
 FA0157  VERT ORDER  -  SECOND    CLASS 0
 FA0157
 FA0157.The horizontal coordinates were scaled from a topographic map and have
 FA0157.an estimated accuracy of +/- 6 seconds.
 FA0157
 FA0157.The orthometric height was determined by differential leveling
 FA0157.and adjusted in June 1991.
 FA0157.WARNING-Repeat measurements at this control monument indicate possible
 FA0157.vertical movement.
 FA0157
 FA0157.The geoid height was determined by GEOID03.
 FA0157
 FA0157.The dynamic height is computed by dividing the NAVD 88
 FA0157.geopotential number by the normal gravity value computed on the
 FA0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0157.degrees latitude (g = 980.6199 gals.).
 FA0157
 FA0157.The modeled gravity was interpolated from observed gravity values.
 FA0157
 FA0157;                    North         East    Units  Estimated Accuracy
 FA0157;SPC NC       -   188,250.      498,670.      MT  (+/- 180 meters Scaled)
 FA0157
 FA0157                          SUPERSEDED SURVEY CONTROL
 FA0157
 FA0157  NGVD 29 (??/??/92)  212.373  (m)          696.76   (f) ADJ UNCH    2 0
 FA0157
 FA0157.Superseded values are not recommended for survey control.
 FA0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0157.See file dsdata.txt to determine how the superseded data were derived.
 FA0157
 FA0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV706222(NAD 83)
 FA0157_MARKER: DB = BENCH MARK DISK
 FA0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0157_SP_SET: WATER TANK
 FA0157_STAMPING: A 50 1933
 FA0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0157
 FA0157  HISTORY     - Date     Condition        Report By
 FA0157  HISTORY     - 1933     MONUMENTED       CGS
 FA0157  HISTORY     - 1967     GOOD             NGS
 FA0157  HISTORY     - 20080617 POOR             INDIV
 FA0157
 FA0157                          STATION DESCRIPTION
 FA0157
 FA0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0157'AT NEW LONDON.
 FA0157'AT THE SITE OF THE FORMER RAILROAD STATION IN NEW LONDON, 83
 FA0157'FEET WEST OF THE NORTHWEST CORNER OF A SHEET-METAL BUILDING
 FA0157'CURRENTLY USED BY THE BOY SCOUTS, 65 FEET NORTHWEST OF MILEPOST
 FA0157'24, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE CAROLINA
 FA0157'AND NORTHWESTERN RAILWAY TRACK, ABOUT 1 FOOT HIGHER THAN THE
 FA0157'TOP OF THE RAIL, SET IN THE TOP OF THE MOST NORTHERLY ONE OF
 FA0157'THE 2 CONCRETE BASES OF A FORMER WATER TANK.  AT THE FOOT
 FA0157'(SOUTHWEST END) OF THE SECOND STREET ALONG U.S. HIGHWAY 52,
 FA0157'GOING SOUTHEAST FROM THE TRAFFIC LIGHT IN THE CENTER OF TOWN
 FA0157'(INTERSECTION OF U.S. 52 AND STATE HIGHWAY 740.)
 FA0157
 FA0157                          STATION RECOVERY (2008)
 FA0157
 FA0157'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SH)
 FA0157'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0924 ***********************************************************************
 EB0924  DESIGNATION -  A 53
 EB0924  PID         -  EB0924
 EB0924  STATE/COUNTY-  NC/COLUMBUS
 EB0924  USGS QUAD   -  FAIR BLUFF (1982)
 EB0924
 EB0924                         *CURRENT SURVEY CONTROL
 EB0924  ___________________________________________________________________
 EB0924* NAD 83(1986)-  34 18 52.     (N)    079 01 57.     (W)     SCALED    
 EB0924* NAVD 88     -        21.072  (meters)      69.13   (feet)  POSTED    
 EB0924  ___________________________________________________________________
 EB0924  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 EB0924  DYNAMIC HT  -          21.050 (meters)      69.06  (feet)  COMP
 EB0924  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EB0924
 EB0924  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EB0924
 EB0924.The horizontal coordinates were scaled from a topographic map and have
 EB0924.an estimated accuracy of +/- 6 seconds.
 EB0924
 EB0924.The orthometric height was determined by differential leveling
 EB0924.and adjusted by the  in 1992.
 EB0924.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EB0924.rate of 0.0 thru 1.0 mm/km.
 EB0924
 EB0924.The geoid height was determined by GEOID03.
 EB0924
 EB0924.The dynamic height is computed by dividing the NAVD 88
 EB0924.geopotential number by the normal gravity value computed on the
 EB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0924.degrees latitude (g = 980.6199 gals.).
 EB0924
 EB0924.The modeled gravity was interpolated from observed gravity values.
 EB0924
 EB0924;                    North         East    Units  Estimated Accuracy
 EB0924;SPC NC       -    62,620.      606,610.      MT  (+/- 180 meters Scaled)
 EB0924
 EB0924                          SUPERSEDED SURVEY CONTROL
 EB0924
 EB0924  NGVD 29 (??/??/92)   21.373  (m)           70.12   (f) ADJ UNCH    1 2
 EB0924
 EB0924.Superseded values are not recommended for survey control.
 EB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0924.See file dsdata.txt to determine how the superseded data were derived.
 EB0924
 EB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT810987(NAD 83)
 EB0924_MARKER: DB = BENCH MARK DISK
 EB0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0924_STAMPING: A 53 1933
 EB0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0924+STABILITY: SURFACE MOTION
 EB0924
 EB0924  HISTORY     - Date     Condition        Report By
 EB0924  HISTORY     - 1933     MONUMENTED       CGS
 EB0924  HISTORY     - 1934     GOOD             NGS
 EB0924  HISTORY     - 1979     MARK NOT FOUND   NGS
 EB0924
 EB0924                          STATION DESCRIPTION
 EB0924
 EB0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EB0924'IN FAIR BLUFF.
 EB0924'IN FAIR BLUFF 315 FEET EAST OF THE ATLANTIC COAST LINE DEPOT,
 EB0924'25 FEET SOUTH OF THE SOUTH RAIL AND 1 FOOT ABOVE TOP OF RAIL, AND
 EB0924'SET IN TOP OF A CONCRETE POST 8 INCHES ABOVE GROUND, BETWEEN
 EB0924'RAILROAD AND STREET.
 EB0924
 EB0924                          STATION RECOVERY (1979)
 EB0924
 EB0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0924'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1430 ***********************************************************************
 FB1430  DESIGNATION -  A 55
 FB1430  PID         -  FB1430
 FB1430  STATE/COUNTY-  NC/MACON
 FB1430  USGS QUAD   -  CORBIN KNOB (1978)
 FB1430
 FB1430                         *CURRENT SURVEY CONTROL
 FB1430  ___________________________________________________________________
 FB1430* NAD 83(1986)-  35 08 36.     (N)    083 18 04.     (W)     SCALED    
 FB1430* NAVD 88     -       642.309  (meters)    2107.31   (feet)  ADJUSTED  
 FB1430  ___________________________________________________________________
 FB1430  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB1430  DYNAMIC HT  -         641.621 (meters)    2105.05  (feet)  COMP
 FB1430  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 FB1430
 FB1430  VERT ORDER  -  SECOND    CLASS 0
 FB1430
 FB1430.The horizontal coordinates were scaled from a topographic map and have
 FB1430.an estimated accuracy of +/- 6 seconds.
 FB1430
 FB1430.The orthometric height was determined by differential leveling
 FB1430.and adjusted in June 1991.
 FB1430
 FB1430.The geoid height was determined by GEOID03.
 FB1430
 FB1430.The dynamic height is computed by dividing the NAVD 88
 FB1430.geopotential number by the normal gravity value computed on the
 FB1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1430.degrees latitude (g = 980.6199 gals.).
 FB1430
 FB1430.The modeled gravity was interpolated from observed gravity values.
 FB1430
 FB1430;                    North         East    Units  Estimated Accuracy
 FB1430;SPC NC       -   163,050.      217,820.      MT  (+/- 180 meters Scaled)
 FB1430
 FB1430                          SUPERSEDED SURVEY CONTROL
 FB1430
 FB1430  NGVD 29 (??/??/92)  642.323  (m)         2107.35   (f) ADJ UNCH    2 0
 FB1430
 FB1430.Superseded values are not recommended for survey control.
 FB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1430.See file dsdata.txt to determine how the superseded data were derived.
 FB1430
 FB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU903913(NAD 83)
 FB1430_MARKER: DB = BENCH MARK DISK
 FB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1430_STAMPING: 2107.492 A 55 1934
 FB1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1430+STABILITY: SURFACE MOTION
 FB1430
 FB1430  HISTORY     - Date     Condition        Report By
 FB1430  HISTORY     - 1934     MONUMENTED       CGS
 FB1430  HISTORY     - 1934     GOOD             NGS
 FB1430  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1430
 FB1430                          STATION DESCRIPTION
 FB1430
 FB1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1430'6.4 MI SE FROM FRANKLIN.
 FB1430'6.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 FROM FRANKLIN, MACON
 FB1430'COUNTY, 1.8 MILES NORTHWEST OF THE POST OFFICE AT GNEISS, 50
 FB1430'YARDS WEST OF A ROAD LEADING NORTH TO THE A.J. EVANS COTTAGE,
 FB1430'8 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 YARDS
 FB1430'NORTH OF A CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE
 FB1430'POST PROJECTING 1-1/2 INCHES ABOVE GROUND.
 FB1430
 FB1430                          STATION RECOVERY (1982)
 FB1430
 FB1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0441 ***********************************************************************
 FB0441  DESIGNATION -  A 56
 FB0441  PID         -  FB0441
 FB0441  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0441  USGS QUAD   -  ROSMAN (1990)
 FB0441
 FB0441                         *CURRENT SURVEY CONTROL
 FB0441  ___________________________________________________________________
 FB0441* NAD 83(1986)-  35 08 47.     (N)    082 49 40.     (W)     SCALED    
 FB0441* NAVD 88     -       670.098  (meters)    2198.48   (feet)  ADJUSTED  
 FB0441  ___________________________________________________________________
 FB0441  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB0441  DYNAMIC HT  -         669.365 (meters)    2196.07  (feet)  COMP
 FB0441  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 FB0441
 FB0441  VERT ORDER  -  SECOND    CLASS 0
 FB0441
 FB0441.The horizontal coordinates were scaled from a topographic map and have
 FB0441.an estimated accuracy of +/- 6 seconds.
 FB0441
 FB0441.The orthometric height was determined by differential leveling
 FB0441.and adjusted in June 1991.
 FB0441
 FB0441.The geoid height was determined by GEOID03.
 FB0441
 FB0441.The dynamic height is computed by dividing the NAVD 88
 FB0441.geopotential number by the normal gravity value computed on the
 FB0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0441.degrees latitude (g = 980.6199 gals.).
 FB0441
 FB0441.The modeled gravity was interpolated from observed gravity values.
 FB0441
 FB0441;                    North         East    Units  Estimated Accuracy
 FB0441;SPC NC       -   161,630.      260,920.      MT  (+/- 180 meters Scaled)
 FB0441
 FB0441                          SUPERSEDED SURVEY CONTROL
 FB0441
 FB0441  NGVD 29 (??/??/92)  670.124  (m)         2198.57   (f) ADJ UNCH    2 0
 FB0441
 FB0441.Superseded values are not recommended for survey control.
 FB0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0441.See file dsdata.txt to determine how the superseded data were derived.
 FB0441
 FB0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU335908(NAD 83)
 FB0441_MARKER: DB = BENCH MARK DISK
 FB0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0441_STAMPING: 2198.933 A 56 1934
 FB0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0441+STABILITY: SURFACE MOTION
 FB0441
 FB0441  HISTORY     - Date     Condition        Report By
 FB0441  HISTORY     - 1934     MONUMENTED       CGS
 FB0441  HISTORY     - 1934     GOOD             NGS
 FB0441
 FB0441                          STATION DESCRIPTION
 FB0441
 FB0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB0441'0.6 MI W FROM ROSMAN.
 FB0441'AT THE WEST BOUNDARY OF ROSMAN, TRANSYLVANIA COUNTY, 0.6 MILE
 FB0441'WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION, 0.2 MILE
 FB0441'EAST OF MILEPOST 32, 133 YARDS WEST OF TRESTLE 31.7, 125 YARDS
 FB0441'WEST OF THE CITY-LIMIT SIGN, 5 YARDS WEST OF THE CENTERLINE OF A
 FB0441'CROSS ROAD LEADING TO A SAWMILL AND TANNING EXTRACT PLANT, AND
 FB0441'6 YARDS SOUTH OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP
 FB0441'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1218 ***********************************************************************
 FB1218  DESIGNATION -  A 57
 FB1218  PID         -  FB1218
 FB1218  STATE/COUNTY-  NC/SWAIN
 FB1218  USGS QUAD   -  CLINGMANS DOME (1964)
 FB1218
 FB1218                         *CURRENT SURVEY CONTROL
 FB1218  ___________________________________________________________________
 FB1218* NAD 83(1986)-  35 35 34.     (N)    083 23 06.     (W)     SCALED    
 FB1218* NAVD 88     -      1022.427  (meters)    3354.41   (feet)  ADJUSTED  
 FB1218  ___________________________________________________________________
 FB1218  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB1218  DYNAMIC HT  -        1021.267 (meters)    3350.61  (feet)  COMP
 FB1218  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 FB1218
 FB1218  VERT ORDER  -  SECOND    CLASS 0
 FB1218
 FB1218.The horizontal coordinates were scaled from a topographic map and have
 FB1218.an estimated accuracy of +/- 6 seconds.
 FB1218
 FB1218.The orthometric height was determined by differential leveling
 FB1218.and adjusted in June 1991.
 FB1218
 FB1218.The geoid height was determined by GEOID03.
 FB1218
 FB1218.The dynamic height is computed by dividing the NAVD 88
 FB1218.geopotential number by the normal gravity value computed on the
 FB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1218.degrees latitude (g = 980.6199 gals.).
 FB1218
 FB1218.The modeled gravity was interpolated from observed gravity values.
 FB1218
 FB1218;                    North         East    Units  Estimated Accuracy
 FB1218;SPC NC       -   213,200.      212,380.      MT  (+/- 180 meters Scaled)
 FB1218
 FB1218                          SUPERSEDED SURVEY CONTROL
 FB1218
 FB1218  NGVD 29 (??/??/92) 1022.410  (m)         3354.36   (f) ADJ UNCH    2 0
 FB1218
 FB1218.Superseded values are not recommended for survey control.
 FB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1218.See file dsdata.txt to determine how the superseded data were derived.
 FB1218
 FB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV839414(NAD 83)
 FB1218_MARKER: DB = BENCH MARK DISK
 FB1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1218_STAMPING: A 57 1934
 FB1218_MARK LOGO: CGS   
 FB1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1218+STABILITY: SURFACE MOTION
 FB1218
 FB1218  HISTORY     - Date     Condition        Report By
 FB1218  HISTORY     - 1934     MONUMENTED       CGS
 FB1218  HISTORY     - 1963     GOOD             USGS
 FB1218  HISTORY     - 20040216 MARK NOT FOUND   NCGS
 FB1218
 FB1218                          STATION DESCRIPTION
 FB1218
 FB1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB1218'5 MI NW FROM SMOKEMONT.
 FB1218'5 MILES NORTHWEST ALONG STATE HIGHWAY 107 FROM SMOKEMONT,
 FB1218'SWAIN COUNTY, IN A SHALLOW CUT 34 FEET EAST OF THE CENTERLINE
 FB1218'OF THE HIGHWAY, 20 FEET SOUTH OF A 10-INCH TREE, AND 3 FEET
 FB1218'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 57 1934
 FB1218'AND SET IN THE TOP OF A CONCRETE POST.
 FB1218
 FB1218                          STATION RECOVERY (1963)
 FB1218
 FB1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1218'RECOVERED IN GOOD CONDITION.
 FB1218
 FB1218                          STATION RECOVERY (2004)
 FB1218
 FB1218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB1218'THE STATION WAS NOT FOUND.  INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1000 ***********************************************************************
 FB1000  DESIGNATION -  A 58
 FB1000  PID         -  FB1000
 FB1000  STATE/COUNTY-  NC/MADISON
 FB1000  USGS QUAD   -  FINES CREEK (1976)
 FB1000
 FB1000                         *CURRENT SURVEY CONTROL
 FB1000  ___________________________________________________________________
 FB1000* NAD 83(1986)-  35 42 07.     (N)    082 52 48.     (W)     SCALED    
 FB1000* NAVD 88     -       971.414  (meters)    3187.05   (feet)  ADJUSTED  
 FB1000  ___________________________________________________________________
 FB1000  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 FB1000  DYNAMIC HT  -         970.398 (meters)    3183.71  (feet)  COMP
 FB1000  MODELED GRAV-     979,553.4   (mgal)                       NAVD 88
 FB1000
 FB1000  VERT ORDER  -  SECOND    CLASS 0
 FB1000
 FB1000.The horizontal coordinates were scaled from a topographic map and have
 FB1000.an estimated accuracy of +/- 6 seconds.
 FB1000
 FB1000.The orthometric height was determined by differential leveling
 FB1000.and adjusted in June 1991.
 FB1000
 FB1000.The geoid height was determined by GEOID03.
 FB1000
 FB1000.The dynamic height is computed by dividing the NAVD 88
 FB1000.geopotential number by the normal gravity value computed on the
 FB1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1000.degrees latitude (g = 980.6199 gals.).
 FB1000
 FB1000.The modeled gravity was interpolated from observed gravity values.
 FB1000
 FB1000;                    North         East    Units  Estimated Accuracy
 FB1000;SPC NC       -   223,390.      258,580.      MT  (+/- 180 meters Scaled)
 FB1000
 FB1000                          SUPERSEDED SURVEY CONTROL
 FB1000
 FB1000  NGVD 29 (??/??/92)  971.484  (m)         3187.28   (f) ADJ UNCH    2 0
 FB1000
 FB1000.Superseded values are not recommended for survey control.
 FB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1000.See file dsdata.txt to determine how the superseded data were derived.
 FB1000
 FB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV299525(NAD 83)
 FB1000_MARKER: DB = BENCH MARK DISK
 FB1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1000_SP_SET: CULVERT
 FB1000_STAMPING: A 58 1934
 FB1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1000
 FB1000  HISTORY     - Date     Condition        Report By
 FB1000  HISTORY     - 1934     MONUMENTED       CGS
 FB1000  HISTORY     - 1935     GOOD             NGS
 FB1000
 FB1000                          STATION DESCRIPTION
 FB1000
 FB1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB1000'18.9 MI S FROM HOT SPRINGS.
 FB1000'18.9 MILES SOUTH ALONG STATE HIGHWAY 209 FROM HOT SPRINGS,
 FB1000'MADISON COUNTY, 2.7 MILES SOUTH OF THE POST OFFICE AT LUCK,
 FB1000'2.2 MILES NORTH OF DOGGETT GAP, AT THE MIDDLE OF A HORSESHOE
 FB1000'CURVE, 50 YARDS SOUTH OF AN ABANDONED FRAME SCHOOLHOUSE, 33 YARDS
 FB1000'NORTH OF THE ENTRANCE TO THE C. LARK HOME, AT A 4-BY 12-FOOT
 FB1000'CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTH END OF THE EAST
 FB1000'HEADWALL, AND 10 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 FB1000'A STANDARD DISK, STAMPED A 58 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3089 ***********************************************************************
 GA3089  DESIGNATION -  A 59
 GA3089  PID         -  GA3089
 GA3089  STATE/COUNTY-  NC/MADISON
 GA3089  USGS QUAD   -  GREYSTONE (1978)
 GA3089
 GA3089                         *CURRENT SURVEY CONTROL
 GA3089  ___________________________________________________________________
 GA3089* NAD 83(1986)-  36 00 33.     (N)    082 37 46.     (W)     SCALED    
 GA3089* NAVD 88     -       744.211  (meters)    2441.63   (feet)  ADJUSTED  
 GA3089  ___________________________________________________________________
 GA3089  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 GA3089  DYNAMIC HT  -         743.458 (meters)    2439.16  (feet)  COMP
 GA3089  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 GA3089
 GA3089  VERT ORDER  -  SECOND    CLASS 0
 GA3089
 GA3089.The horizontal coordinates were scaled from a topographic map and have
 GA3089.an estimated accuracy of +/- 6 seconds.
 GA3089
 GA3089.The orthometric height was determined by differential leveling
 GA3089.and adjusted in June 1991.
 GA3089
 GA3089.The geoid height was determined by GEOID03.
 GA3089
 GA3089.The dynamic height is computed by dividing the NAVD 88
 GA3089.geopotential number by the normal gravity value computed on the
 GA3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3089.degrees latitude (g = 980.6199 gals.).
 GA3089
 GA3089.The modeled gravity was interpolated from observed gravity values.
 GA3089
 GA3089;                    North         East    Units  Estimated Accuracy
 GA3089;SPC NC       -   256,600.      282,480.      MT  (+/- 180 meters Scaled)
 GA3089
 GA3089                          SUPERSEDED SURVEY CONTROL
 GA3089
 GA3089  NGVD 29 (??/??/92)  744.309  (m)         2441.95   (f) ADJ UNCH    2 0
 GA3089
 GA3089.Superseded values are not recommended for survey control.
 GA3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3089.See file dsdata.txt to determine how the superseded data were derived.
 GA3089
 GA3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV531861(NAD 83)
 GA3089_MARKER: DB = BENCH MARK DISK
 GA3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3089_STAMPING: A 59 1934
 GA3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3089+STABILITY: SURFACE MOTION
 GA3089
 GA3089  HISTORY     - Date     Condition        Report By
 GA3089  HISTORY     - 1934     MONUMENTED       CGS
 GA3089  HISTORY     - 1955     GOOD             NGS
 GA3089  HISTORY     - 19910514 MARK NOT FOUND   USPSQD
 GA3089
 GA3089                          STATION DESCRIPTION
 GA3089
 GA3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA3089'8.3 MI NE FROM WHITEROCK.
 GA3089'8.3 MILES NORTHEAST ALONG STATE HIGHWAY 212 FROM THE SCHOOL
 GA3089'AT WHITEROCK, MADISON COUNTY, 2.8 MILES SOUTHWEST OF THE NORTH
 GA3089'CAROLINA-TENNESSEE STATE LINE, 24 FEET EAST OF THE CENTERLINE
 GA3089'OF A PRIVATE ROAD AT THE TOE OF A BLUFF AND 36 FEET NORTH
 GA3089'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 GA3089'A 59 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SIGN
 GA3089'AND POST SET AT STATION.
 GA3089
 GA3089                          STATION RECOVERY (1991)
 GA3089
 GA3089'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 GA3089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0014 ***********************************************************************
 FB0014  DESIGNATION -  A 60
 FB0014  PID         -  FB0014
 FB0014  STATE/COUNTY-  NC/MITCHELL
 FB0014  USGS QUAD   -  LITTLE SWITZERLAND (1994)
 FB0014
 FB0014                         *CURRENT SURVEY CONTROL
 FB0014  ___________________________________________________________________
 FB0014* NAD 83(1986)-  35 52 03.     (N)    082 01 20.     (W)     SCALED    
 FB0014* NAVD 88     -       778.649  (meters)    2554.62   (feet)  ADJUSTED  
 FB0014  ___________________________________________________________________
 FB0014  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FB0014  DYNAMIC HT  -         777.861 (meters)    2552.03  (feet)  COMP
 FB0014  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 FB0014
 FB0014  VERT ORDER  -  SECOND    CLASS 0
 FB0014
 FB0014.The horizontal coordinates were scaled from a topographic map and have
 FB0014.an estimated accuracy of +/- 6 seconds.
 FB0014
 FB0014.The orthometric height was determined by differential leveling
 FB0014.and adjusted in June 1991.
 FB0014
 FB0014.The geoid height was determined by GEOID03.
 FB0014
 FB0014.The dynamic height is computed by dividing the NAVD 88
 FB0014.geopotential number by the normal gravity value computed on the
 FB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0014.degrees latitude (g = 980.6199 gals.).
 FB0014
 FB0014.The modeled gravity was interpolated from observed gravity values.
 FB0014
 FB0014;                    North         East    Units  Estimated Accuracy
 FB0014;SPC NC       -   239,050.      336,710.      MT  (+/- 180 meters Scaled)
 FB0014
 FB0014                          SUPERSEDED SURVEY CONTROL
 FB0014
 FB0014  NGVD 29 (??/??/92)  778.717  (m)         2554.84   (f) ADJ UNCH    2 0
 FB0014
 FB0014.Superseded values are not recommended for survey control.
 FB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0014.See file dsdata.txt to determine how the superseded data were derived.
 FB0014
 FB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV077697(NAD 83)
 FB0014_MARKER: DB = BENCH MARK DISK
 FB0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0014_SP_SET: TUNNEL
 FB0014_STAMPING: A 60 1934
 FB0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0014
 FB0014  HISTORY     - Date     Condition        Report By
 FB0014  HISTORY     - 1934     MONUMENTED       CGS
 FB0014  HISTORY     - 1936     GOOD             NGS
 FB0014
 FB0014                          STATION DESCRIPTION
 FB0014
 FB0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0014'1.8 MI S FROM ALTAPASS.
 FB0014'1.8 MILES SOUTH ALONG THE CLINCHFIELD RAILROAD FROM ALTAPASS,
 FB0014'MITCHELL COUNTY, 3 FEET SOUTH OF THE NORTH END OF UPPER PINE
 FB0014'TUNNEL, IN THE WEST CONCRETE WALL, 7 FEET WEST OF THE CENTERLINE
 FB0014'OF THE TRACK, AND 3 FEET HIGHER THAN THE GROUND, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1024 ***********************************************************************
 FA1024  DESIGNATION -  A 61
 FA1024  PID         -  FA1024
 FA1024  STATE/COUNTY-  NC/BURKE
 FA1024  USGS QUAD   -  LINVILLE FALLS (1994)
 FA1024
 FA1024                         *CURRENT SURVEY CONTROL
 FA1024  ___________________________________________________________________
 FA1024* NAD 83(1986)-  35 57 38.     (N)    081 56 36.     (W)     SCALED    
 FA1024* NAVD 88     -      1013.477  (meters)    3325.05   (feet)  ADJUSTED  
 FA1024  ___________________________________________________________________
 FA1024  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FA1024  DYNAMIC HT  -        1012.385 (meters)    3321.47  (feet)  COMP
 FA1024  MODELED GRAV-     979,520.1   (mgal)                       NAVD 88
 FA1024
 FA1024  VERT ORDER  -  SECOND    CLASS 0
 FA1024
 FA1024.The horizontal coordinates were scaled from a topographic map and have
 FA1024.an estimated accuracy of +/- 6 seconds.
 FA1024
 FA1024.The orthometric height was determined by differential leveling
 FA1024.and adjusted in June 1991.
 FA1024
 FA1024.The geoid height was determined by GEOID03.
 FA1024
 FA1024.The dynamic height is computed by dividing the NAVD 88
 FA1024.geopotential number by the normal gravity value computed on the
 FA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1024.degrees latitude (g = 980.6199 gals.).
 FA1024
 FA1024.The modeled gravity was interpolated from observed gravity values.
 FA1024
 FA1024;                    North         East    Units  Estimated Accuracy
 FA1024;SPC NC       -   249,160.      344,140.      MT  (+/- 180 meters Scaled)
 FA1024
 FA1024                          SUPERSEDED SURVEY CONTROL
 FA1024
 FA1024  NGVD 29 (??/??/92) 1013.525  (m)         3325.21   (f) ADJ UNCH    2 0
 FA1024
 FA1024.Superseded values are not recommended for survey control.
 FA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1024.See file dsdata.txt to determine how the superseded data were derived.
 FA1024
 FA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV149799(NAD 83)
 FA1024_MARKER: DB = BENCH MARK DISK
 FA1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1024_STAMPING: A 61 1934
 FA1024_MARK LOGO: CGS   
 FA1024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1024+STABILITY: SURFACE MOTION
 FA1024
 FA1024  HISTORY     - Date     Condition        Report By
 FA1024  HISTORY     - 1934     MONUMENTED       CGS
 FA1024  HISTORY     - 1936     GOOD             NGS
 FA1024  HISTORY     - 20000913 SEE DESCRIPTION  NCGS
 FA1024
 FA1024                          STATION DESCRIPTION
 FA1024
 FA1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FA1024'0.1 MI NW FROM LINVILLE FALLS.
 FA1024'0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 221 FROM LINVILLE FALLS,
 FA1024'BURKE COUNTY, AT THE NORTH END OF A CURVE, AT A HIGH POINT ON THE
 FA1024'HIGHWAY, AT THE NORTHWEST CORNER OF THE YARD OF A 2-STORY
 FA1024'FRAME HOUSE, 17 YARDS NORTHEAST OF THE CENTERLINE OF THE
 FA1024'HIGHWAY, 10 YARDS WEST OF A SMALL BARK-COVERED COTTAGE, AND 4
 FA1024'YARDS NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 61 1934
 FA1024'AND SET IN THE TOP OF A CONCRETE POST.
 FA1024
 FA1024                          STATION RECOVERY (2000)
 FA1024
 FA1024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FA1024'NOT FOUND AFTER A 20 MINUTE SEARCH.  REFERENCED AREA IS NOW A
 FA1024'CHRISTMAS TREE FARM.  PROPERTY OWNER HAD NO KNOWLEDGE OF STATION. MAY
 FA1024'BE LOST DUE TO THE LACK OF REMAINING REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0165 ***********************************************************************
 DD0165  DESIGNATION -  A 64
 DD0165  PID         -  DD0165
 DD0165  STATE/COUNTY-  NC/BRUNSWICK
 DD0165  USGS QUAD   -  CALABASH (1990)
 DD0165
 DD0165                         *CURRENT SURVEY CONTROL
 DD0165  ___________________________________________________________________
 DD0165* NAD 83(1986)-  33 55 19.     (N)    078 34 36.     (W)     SCALED    
 DD0165* NAVD 88     -        10.519  (meters)      34.51   (feet)  ADJUSTED  
 DD0165  ___________________________________________________________________
 DD0165  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DD0165  DYNAMIC HT  -          10.509 (meters)      34.48  (feet)  COMP
 DD0165  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 DD0165
 DD0165  VERT ORDER  -  SECOND    CLASS 0
 DD0165
 DD0165.The horizontal coordinates were scaled from a topographic map and have
 DD0165.an estimated accuracy of +/- 6 seconds.
 DD0165
 DD0165.The orthometric height was determined by differential leveling
 DD0165.and adjusted in June 1991.
 DD0165
 DD0165.The geoid height was determined by GEOID03.
 DD0165
 DD0165.The dynamic height is computed by dividing the NAVD 88
 DD0165.geopotential number by the normal gravity value computed on the
 DD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0165.degrees latitude (g = 980.6199 gals.).
 DD0165
 DD0165.The modeled gravity was interpolated from observed gravity values.
 DD0165
 DD0165;                    North         East    Units  Estimated Accuracy
 DD0165;SPC NC       -    19,160.      648,750.      MT  (+/- 180 meters Scaled)
 DD0165
 DD0165                          SUPERSEDED SURVEY CONTROL
 DD0165
 DD0165  NGVD 29 (03/21/89)   10.833  (m)           35.54   (f) ADJUSTED    2 0
 DD0165
 DD0165.Superseded values are not recommended for survey control.
 DD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0165.See file dsdata.txt to determine how the superseded data were derived.
 DD0165
 DD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT240561(NAD 83)
 DD0165_MARKER: DB = BENCH MARK DISK
 DD0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0165_SP_SET: CULVERT
 DD0165_STAMPING: A 64 1934
 DD0165_MARK LOGO: CGS   
 DD0165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0165
 DD0165  HISTORY     - Date     Condition        Report By
 DD0165  HISTORY     - 1934     MONUMENTED       CGS
 DD0165  HISTORY     - 1942     GOOD             NGS
 DD0165  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 DD0165  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 DD0165  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 DD0165  HISTORY     - 19980915 MARK NOT FOUND   NCGS
 DD0165  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD0165
 DD0165                          STATION DESCRIPTION
 DD0165
 DD0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DD0165'1.8 MI SW FROM THOMASBORO.
 DD0165'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 17 FROM THE CROSSROADS
 DD0165'AT THOMASBORO, SET IN THE SOUTHWEST CORNER OF THE NORTHWEST
 DD0165'HEADWALL OF AN 18-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 242
 DD0165'FEET SOUTH OF THE 24-INCH PINE TREE WITH A TRIANGULAR BLAZE ON
 DD0165'SOUTHEAST SIDE OF TREE, 18.2 FEET NORTHWEST OF THE CENTERLINE
 DD0165'OF HIGHWAY, 0.1 MILE NORTHEAST OF SHINGLETREE CREEK BRIDGE, 1
 DD0165'FOOT BELOW ROAD LEVEL.
 DD0165
 DD0165                          STATION RECOVERY (1988)
 DD0165
 DD0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0165'MARK NOT FOUND.
 DD0165
 DD0165                          STATION RECOVERY (1995)
 DD0165
 DD0165'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD0165'MARK NOT FOUND.
 DD0165
 DD0165                          STATION RECOVERY (1996)
 DD0165
 DD0165'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD0165'MARK NOT FOUND.
 DD0165
 DD0165                          STATION RECOVERY (1998)
 DD0165
 DD0165'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD0165'NOT FOUND, NO CULVERT IN AREA WITH HEADWALL.
 DD0165
 DD0165                          STATION RECOVERY (2004)
 DD0165
 DD0165'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0541 ***********************************************************************
 EA0541  DESIGNATION -  A 65
 EA0541  PID         -  EA0541
 EA0541  STATE/COUNTY-  NC/NEW HANOVER
 EA0541  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0541
 EA0541                         *CURRENT SURVEY CONTROL
 EA0541  ___________________________________________________________________
 EA0541* NAD 83(1986)-  34 16 12.     (N)    077 54 28.     (W)     SCALED    
 EA0541* NAVD 88     -        10.224  (meters)      33.54   (feet)  ADJUSTED  
 EA0541  ___________________________________________________________________
 EA0541  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EA0541  DYNAMIC HT  -          10.214 (meters)      33.51  (feet)  COMP
 EA0541  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 EA0541
 EA0541  VERT ORDER  -  FIRST     CLASS I
 EA0541
 EA0541.This mark is at New Hanover Intl Airport (ILM)
 EA0541
 EA0541.The horizontal coordinates were scaled from a topographic map and have
 EA0541.an estimated accuracy of +/- 6 seconds.
 EA0541
 EA0541.The orthometric height was determined by differential leveling
 EA0541.and adjusted in June 1991.
 EA0541
 EA0541.The geoid height was determined by GEOID03.
 EA0541
 EA0541.The dynamic height is computed by dividing the NAVD 88
 EA0541.geopotential number by the normal gravity value computed on the
 EA0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0541.degrees latitude (g = 980.6199 gals.).
 EA0541
 EA0541.The modeled gravity was interpolated from observed gravity values.
 EA0541
 EA0541;                    North         East    Units  Estimated Accuracy
 EA0541;SPC NC       -    58,240.      710,190.      MT  (+/- 180 meters Scaled)
 EA0541
 EA0541                          SUPERSEDED SURVEY CONTROL
 EA0541
 EA0541  NGVD 29 (??/??/92)   10.523  (m)           34.52   (f) ADJ UNCH    1 1
 EA0541
 EA0541.Superseded values are not recommended for survey control.
 EA0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0541.See file dsdata.txt to determine how the superseded data were derived.
 EA0541
 EA0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC322959(NAD 83)
 EA0541_MARKER: DB = BENCH MARK DISK
 EA0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0541_SP_SET: BUILDING
 EA0541_STAMPING: A 65 1955
 EA0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0541+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 EA0541
 EA0541  HISTORY     - Date     Condition        Report By
 EA0541  HISTORY     - 1955     MONUMENTED       CGS
 EA0541  HISTORY     - 1975     GOOD             NGS
 EA0541  HISTORY     - 1981     GOOD             NGS
 EA0541  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA0541  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA0541  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 EA0541  HISTORY     - 20050220 MARK NOT FOUND   USPSQD
 EA0541
 EA0541                          STATION DESCRIPTION
 EA0541
 EA0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0541'IN WILMINGTON.
 EA0541'AT NEW HANOVER COUNTY AIRPORT, SET VERTICALLY IN THE EAST BRICK
 EA0541'WALL OF THE AIRPORT ADMINSTRATION BUILDING, 0.8 FOOT NORTH OF
 EA0541'SOUTHEAST CORNER OF TWO-STORY PART OF BUILDING, 1 FOOT ABOVE TOP
 EA0541'OF BRICK WALL AROUND PATIO AND ABOUT 4 FEET ABOVE GROUND.
 EA0541
 EA0541                          STATION RECOVERY (1975)
 EA0541
 EA0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EA0541'RECOVERED IN GOOD CONDITION.
 EA0541
 EA0541                          STATION RECOVERY (1981)
 EA0541
 EA0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EA0541'RECOVERED IN GOOD CONDITION.
 EA0541
 EA0541                          STATION RECOVERY (1995)
 EA0541
 EA0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0541'THE MARK WAS NOT RECOVERED.  THERE IS A RESET MARK OF THE SAME
 EA0541'DESIGNATION AT THIS LOCATION SEE A 65 RESET 1981.
 EA0541
 EA0541                          STATION RECOVERY (1995)
 EA0541
 EA0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0541'THE MARK WAS NOT RECOVERED.  THERE IS A RESET MARK OF THE SAME
 EA0541'DESIGNATION AT THIS LOCATION SEE PID EA1294.
 EA0541
 EA0541                          STATION RECOVERY (2004)
 EA0541
 EA0541'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0541'MARK NOT FOUND.
 EA0541
 EA0541                          STATION RECOVERY (2005)
 EA0541
 EA0541'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1294 ***********************************************************************
 EA1294  DESIGNATION -  A 65 RESET
 EA1294  PID         -  EA1294
 EA1294  STATE/COUNTY-  NC/NEW HANOVER
 EA1294  USGS QUAD   -  CASTLE HAYNE (1980)
 EA1294
 EA1294                         *CURRENT SURVEY CONTROL
 EA1294  ___________________________________________________________________
 EA1294* NAD 83(1986)-  34 16 11.     (N)    077 54 31.     (W)     SCALED    
 EA1294* NAVD 88     -        10.857  (meters)      35.62   (feet)  ADJUSTED  
 EA1294  ___________________________________________________________________
 EA1294  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EA1294  DYNAMIC HT  -          10.846 (meters)      35.58  (feet)  COMP
 EA1294  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EA1294
 EA1294  VERT ORDER  -  FIRST     CLASS II
 EA1294
 EA1294.This mark is at New Hanover Intl Airport (ILM)
 EA1294
 EA1294.The horizontal coordinates were scaled from a topographic map and have
 EA1294.an estimated accuracy of +/- 6 seconds.
 EA1294
 EA1294.The orthometric height was determined by differential leveling
 EA1294.and adjusted in April 2001.
 EA1294
 EA1294.The geoid height was determined by GEOID03.
 EA1294
 EA1294.The dynamic height is computed by dividing the NAVD 88
 EA1294.geopotential number by the normal gravity value computed on the
 EA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1294.degrees latitude (g = 980.6199 gals.).
 EA1294
 EA1294.The modeled gravity was interpolated from observed gravity values.
 EA1294
 EA1294;                    North         East    Units  Estimated Accuracy
 EA1294;SPC NC       -    58,210.      710,110.      MT  (+/- 180 meters Scaled)
 EA1294
 EA1294                          SUPERSEDED SURVEY CONTROL
 EA1294
 EA1294  NGVD 29 (06/22/04)   11.15   (m)           36.6    (f) RESET       3  
 EA1294
 EA1294.Superseded values are not recommended for survey control.
 EA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1294.See file dsdata.txt to determine how the superseded data were derived.
 EA1294
 EA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC322958(NAD 83)
 EA1294_MARKER: DV = VERTICAL CONTROL DISK
 EA1294_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA1294+WITH SETTING: PAVEMENT
 EA1294_SP_SET: BRICKWALL
 EA1294_STAMPING: A 65 RESET 1981
 EA1294_MARK LOGO: NGS   
 EA1294_PROJECTION: FLUSH
 EA1294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1294+STABILITY: SURFACE MOTION
 EA1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1294+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1996
 EA1294
 EA1294  HISTORY     - Date     Condition        Report By
 EA1294  HISTORY     - 1981     MONUMENTED       NGS
 EA1294  HISTORY     - 19940321 GOOD             NCGS
 EA1294  HISTORY     - 19950112 GOOD             NGS
 EA1294  HISTORY     - 19950112 GOOD             NGS
 EA1294  HISTORY     - 19960924 GOOD             NCGS
 EA1294
 EA1294                          STATION DESCRIPTION
 EA1294
 EA1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EA1294'IN WILMINGTON.
 EA1294'AT NEW HANOVER AIRPORT IN WILMINGTON, SET VERTICALLY IN NORTH FACE
 EA1294'OF BRICKWALL OF THE TWO STORY PART  OF THE TERMINAL BUILDING WHICH IS
 EA1294'A PARTITION WALL SEPARATING THE ONE STORY PART TO THE NORTH,
 EA1294'12.5 METERS (41.01 FEET) SOUTH OF THE NORTH MOST WALL OF BUILDING,
 EA1294'WEST OF THE EAST POLE, ABOUT 5 METERS SOUTH OF WALKWAY TO BOARDING
 EA1294'GATE NUMBER 1.
 EA1294'12.9 KM (8.0 MI) SOUTHEAST ALONG THE OLD HIGHWAY FROM THE POST OFFICE
 EA1294'IN CHLORIDE, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF THE COLUMBUS
 EA1294'MINE ROAD, 9.8 METERS (32 FT) WEST OF THE CENTERLINE OF THE OLD
 EA1294'HIGHWAY, 53.3 METERS (175 FT) NORTH OF THE CENTER OF A WASH.
 EA1294'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 EA1294
 EA1294                          STATION RECOVERY (1994)
 EA1294
 EA1294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA1294'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  MARK IS IN
 EA1294'THE RUNWAY SIDE OF THE BUILDING, TO THE RIGHT OF A DOOR
 EA1294'MARKED--SHERIFFS DEPT.  TRAINING FACILITY.
 EA1294
 EA1294                          STATION RECOVERY (1995)
 EA1294
 EA1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA1294'LOCATED JUST NORTH OF THE CITY OF WILMINGTON AT THE NEW HANOVER COUNTY
 EA1294'INTERNATIONAL AIRPORT IN THE NORTH BRICK FACE OF THE OLD TERMINAL
 EA1294'BUILDING WHICH IS NOW THE NEW HANOVER COUNTY SHERRIFFS DEPARTMENT
 EA1294'NORTH OF THE NEW TERMINAL AREA AND SOUTH OF THE INTERNATIONAL TERMINAL
 EA1294'AREA.  THE STATION IS A VERTICALLY SET MARK IN THE NORTH FACE OF THE
 EA1294'BRICK WALL IN THE VICINITY OF OLD GATE NUMBER ONE JUST OUTSIDE OF THE
 EA1294'CONTROLLED ACCESS AREA OF THE AIRFIELD.  THE MARK IS ABOUT 4 FT (1.2
 EA1294'M) ABOVE THE LEVEL OF THE SIDEWALK.
 EA1294
 EA1294                          STATION RECOVERY (1995)
 EA1294
 EA1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA1294'LOCATED JUST NORTH OF THE CITY OF WILMINGTON AT THE NEW HANOVER COUNTY
 EA1294'INTERNATIONAL AIRPORT IN THE NORTH BRICK FACE OF THE OLD TERMINAL
 EA1294'BUILDING WHICH IS NOW THE NEW HANOVER COUNTY SHERRIFFS DEPARTMENT
 EA1294'NORTH OF THE NEW TERMINAL AREA AND SOUTH OF THE INTERNATIONAL TERMINAL
 EA1294'AREA.  THE STATION IS A VERTICALLY SET MARK IN THE NORTH FACE OF THE
 EA1294'BRICK WALL IN THE VICINITY OF OLD GATE NUMBER ONE JUST OUTSIDE OF THE
 EA1294'CONTROLLED ACCESS AREA OF THE AIRFIELD.  THE MARK IS ABOUT 4 FT (1.2
 EA1294'M) ABOVE THE LEVEL OF THE SIDEWALK.
 EA1294
 EA1294                          STATION RECOVERY (1996)
 EA1294
 EA1294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EA1294'RECOVERED AS DESCRIBED.  A NEW TERMINAL BUILDING HAS BEEN BUILT AND
 EA1294'OLD TERMINAL BUILDING IS NOW HOUSES THE NEW HANOVER COUNTY SHERIFFS
 EA1294'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0158 ***********************************************************************
 FY0158  DESIGNATION -  A 66
 FY0158  PID         -  FY0158
 FY0158  STATE/COUNTY-  NC/WARREN
 FY0158  USGS QUAD   -  BRACEY (1979)
 FY0158
 FY0158                         *CURRENT SURVEY CONTROL
 FY0158  ___________________________________________________________________
 FY0158* NAD 83(1986)-  36 32 31.     (N)    078 09 28.     (W)     SCALED    
 FY0158* NAVD 88     -        94.157  (meters)     308.91   (feet)  ADJUSTED  
 FY0158  ___________________________________________________________________
 FY0158  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 FY0158  DYNAMIC HT  -          94.081 (meters)     308.66  (feet)  COMP
 FY0158  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 FY0158
 FY0158  VERT ORDER  -  SECOND    CLASS 0
 FY0158
 FY0158.The horizontal coordinates were scaled from a topographic map and have
 FY0158.an estimated accuracy of +/- 6 seconds.
 FY0158
 FY0158.The orthometric height was determined by differential leveling
 FY0158.and adjusted in June 1991.
 FY0158
 FY0158.The geoid height was determined by GEOID03.
 FY0158
 FY0158.The dynamic height is computed by dividing the NAVD 88
 FY0158.geopotential number by the normal gravity value computed on the
 FY0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0158.degrees latitude (g = 980.6199 gals.).
 FY0158
 FY0158.The modeled gravity was interpolated from observed gravity values.
 FY0158
 FY0158;                    North         East    Units  Estimated Accuracy
 FY0158;SPC NC       -   310,060.      685,030.      MT  (+/- 180 meters Scaled)
 FY0158
 FY0158                          SUPERSEDED SURVEY CONTROL
 FY0158
 FY0158  NGVD 29 (??/??/92)   94.477  (m)          309.96   (f) ADJ UNCH    2 0
 FY0158
 FY0158.Superseded values are not recommended for survey control.
 FY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0158.See file dsdata.txt to determine how the superseded data were derived.
 FY0158
 FY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA544478(NAD 83)
 FY0158_MARKER: DB = BENCH MARK DISK
 FY0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0158_STAMPING: A 66 1934
 FY0158_MARK LOGO: CGS   
 FY0158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0158+STABILITY: SURFACE MOTION
 FY0158
 FY0158  HISTORY     - Date     Condition        Report By
 FY0158  HISTORY     - 1934     MONUMENTED       CGS
 FY0158  HISTORY     - 1960     GOOD             NGS
 FY0158  HISTORY     - 19900208 SEE DESCRIPTION  NCGS
 FY0158
 FY0158                          STATION DESCRIPTION
 FY0158
 FY0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0158'AT PASCHALL.
 FY0158'AT PASCHALL, ALONG THE SEABOARD AIR LINE RAILWAY, 182 YARDS
 FY0158'SOUTHEAST OF MILEPOST 91, 48 FEET NORTHEAST OF THE NORTHEAST RAIL
 FY0158'OF MAIN TRACK, ON THE OUTSIDE OF A CURVE, 17 FEET NORTHEAST OF THE
 FY0158'NORTHEAST RAIL OF SIDE TRACK, 3 1/2 FEET NORTHEAST OF THE FIRST
 FY0158'TELEPHONE POLE SOUTHEAST OF A SMALL ROAD CROSSING, 58.1 FEET
 FY0158'SOUTHEAST OF AND ACROSS CROSSING ROAD FROM PASCHAL AZI., DESCRIBED,
 FY0158'29 FEET SOUTHEAST OF THE CENTER LINE OF CROSSING ROAD, 42 FEET WEST
 FY0158'OF THE CENTER LINE OF BLACK TOP ROAD (ROAD NO. 1300), AND SET IN
 FY0158'TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 FY0158
 FY0158                          STATION RECOVERY (1990)
 FY0158
 FY0158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FY0158'MARK WAS PROBABLY DESTROYED WHEN RAILROAD WAS DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1252 ***********************************************************************
 FX1252  DESIGNATION -  A 66
 FX1252  PID         -  FX1252
 FX1252  STATE/COUNTY-  NC/NORTHAMPTON
 FX1252  USGS QUAD   -  CONWAY (1973)
 FX1252
 FX1252                         *CURRENT SURVEY CONTROL
 FX1252  ___________________________________________________________________
 FX1252* NAD 83(1986)-  36 28 46.     (N)    077 11 55.     (W)     SCALED    
 FX1252* NAVD 88     -        26.995  (meters)      88.57   (feet)  POSTED    
 FX1252  ___________________________________________________________________
 FX1252  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 FX1252  DYNAMIC HT  -          26.970 (meters)      88.48  (feet)  COMP
 FX1252  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 FX1252
 FX1252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1252
 FX1252.The horizontal coordinates were scaled from a topographic map and have
 FX1252.an estimated accuracy of +/- 6 seconds.
 FX1252
 FX1252.The orthometric height was determined by differential leveling
 FX1252.and adjusted by the  in 1992.
 FX1252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1252.rate of 0.0 thru 1.0 mm/km.
 FX1252
 FX1252.The geoid height was determined by GEOID03.
 FX1252
 FX1252.The dynamic height is computed by dividing the NAVD 88
 FX1252.geopotential number by the normal gravity value computed on the
 FX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1252.degrees latitude (g = 980.6199 gals.).
 FX1252
 FX1252.The modeled gravity was interpolated from observed gravity values.
 FX1252
 FX1252;                    North         East    Units  Estimated Accuracy
 FX1252;SPC NC       -   304,270.      771,040.      MT  (+/- 180 meters Scaled)
 FX1252
 FX1252                          SUPERSEDED SURVEY CONTROL
 FX1252
 FX1252  NGVD 29 (??/??/92)   27.336  (m)           89.68   (f) ADJ UNCH    2 0
 FX1252
 FX1252.Superseded values are not recommended for survey control.
 FX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1252.See file dsdata.txt to determine how the superseded data were derived.
 FX1252
 FX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF030393(NAD 83)
 FX1252_MARKER: DB = BENCH MARK DISK
 FX1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1252_STAMPING: A 66 1934
 FX1252_MARK LOGO: CGS   
 FX1252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1252+STABILITY: SURFACE MOTION
 FX1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1252+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FX1252
 FX1252  HISTORY     - Date     Condition        Report By
 FX1252  HISTORY     - 1934     MONUMENTED       CGS
 FX1252  HISTORY     - 1935     GOOD             NGS
 FX1252  HISTORY     - 19970528 GOOD             NCGS
 FX1252
 FX1252                          STATION DESCRIPTION
 FX1252
 FX1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1252'0.4 MI N FROM PENDLETON.
 FX1252'0.4 MILE NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE STATION
 FX1252'AT PENDLETON, NORTHAMPTON COUNTY, 75 FEET SOUTHWEST OF THE CENTER
 FX1252'OF THE CROSSING OF STATE HIGHWAY 45, 100 YARDS SOUTHWEST OF THE
 FX1252'J.A. TILLERY RESIDENCE, 10 YARDS WEST OF THE TRACK, 2 FEET
 FX1252'NORTHWEST OF A GUY POLE, AND SET IN THE TOP OF A CONCRETE POST
 FX1252'PROJECTING 6 INCHES ABOVE GROUND.
 FX1252
 FX1252                          STATION RECOVERY (1997)
 FX1252
 FX1252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX1252'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. THE J.A.
 FX1252'TILLERY RESIDENCE IS NOW GONE. THE MARK NOW PROJECTS 2-INCHES AND NC
 FX1252'45 IS NOW NC 35.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0282 ***********************************************************************
 FY0282  DESIGNATION -  A 68
 FY0282  PID         -  FY0282
 FY0282  STATE/COUNTY-  NC/NASH
 FY0282  USGS QUAD   -  CASTALIA (1979)
 FY0282
 FY0282                         *CURRENT SURVEY CONTROL
 FY0282  ___________________________________________________________________
 FY0282* NAD 83(1986)-  36 04 27.     (N)    078 02 53.     (W)     SCALED    
 FY0282* NAVD 88     -        92.191  (meters)     302.46   (feet)  POSTED    
 FY0282  ___________________________________________________________________
 FY0282  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 FY0282  DYNAMIC HT  -          92.110 (meters)     302.20  (feet)  COMP
 FY0282  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 FY0282
 FY0282  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0282
 FY0282.The horizontal coordinates were scaled from a topographic map and have
 FY0282.an estimated accuracy of +/- 6 seconds.
 FY0282
 FY0282.The orthometric height was determined by differential leveling
 FY0282.and adjusted by the  in 1992.
 FY0282.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0282.rate of 0.0 thru 1.0 mm/km.
 FY0282
 FY0282.The geoid height was determined by GEOID03.
 FY0282
 FY0282.The dynamic height is computed by dividing the NAVD 88
 FY0282.geopotential number by the normal gravity value computed on the
 FY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0282.degrees latitude (g = 980.6199 gals.).
 FY0282
 FY0282.The modeled gravity was interpolated from observed gravity values.
 FY0282
 FY0282;                    North         East    Units  Estimated Accuracy
 FY0282;SPC NC       -   258,240.      695,350.      MT  (+/- 180 meters Scaled)
 FY0282
 FY0282                          SUPERSEDED SURVEY CONTROL
 FY0282
 FY0282  NGVD 29 (??/??/92)   92.497  (m)          303.47   (f) ADJ UNCH    2 0
 FY0282
 FY0282.Superseded values are not recommended for survey control.
 FY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0282.See file dsdata.txt to determine how the superseded data were derived.
 FY0282
 FY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV658962(NAD 83)
 FY0282_MARKER: DB = BENCH MARK DISK
 FY0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0282_STAMPING: A 68 1934
 FY0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0282+STABILITY: SURFACE MOTION
 FY0282
 FY0282  HISTORY     - Date     Condition        Report By
 FY0282  HISTORY     - 1934     MONUMENTED       CGS
 FY0282  HISTORY     - 1963     MARK NOT FOUND   NGS
 FY0282
 FY0282                          STATION DESCRIPTION
 FY0282
 FY0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0282'0.8 MI E FROM CASTALIA.
 FY0282'SEARCHED FOR BUT NOT RECOVERED.  ORIGINAL DESCRIPTION-- 0.8 MILE
 FY0282'EAST ALONG STATE HIGHWAY 58 FROM CASTALIA, NASH COUNTY, 50 YARDS
 FY0282'EAST OF THE NIXON HOME, 50 YARDS SOUTHWEST OF A BARN, 8 YARDS WEST
 FY0282'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 FY0282'HIGHWAY.  A STANDARD DISK, STAMPED A 68 1934 AND SET IN THE TOP
 FY0282'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0758 ***********************************************************************
 EA0758  DESIGNATION -  A 69
 EA0758  PID         -  EA0758
 EA0758  STATE/COUNTY-  NC/ONSLOW
 EA0758  USGS QUAD   -  RICHLANDS (1981)
 EA0758
 EA0758                         *CURRENT SURVEY CONTROL
 EA0758  ___________________________________________________________________
 EA0758* NAD 83(1986)-  34 54 48.     (N)    077 35 07.     (W)     SCALED    
 EA0758* NAVD 88     -        21.498  (meters)      70.53   (feet)  ADJUSTED  
 EA0758  ___________________________________________________________________
 EA0758  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EA0758  DYNAMIC HT  -          21.478 (meters)      70.47  (feet)  COMP
 EA0758  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 EA0758
 EA0758  VERT ORDER  -  SECOND    CLASS 0
 EA0758
 EA0758.The horizontal coordinates were scaled from a topographic map and have
 EA0758.an estimated accuracy of +/- 6 seconds.
 EA0758
 EA0758.The orthometric height was determined by differential leveling
 EA0758.and adjusted in June 1991.
 EA0758
 EA0758.The geoid height was determined by GEOID03.
 EA0758
 EA0758.The dynamic height is computed by dividing the NAVD 88
 EA0758.geopotential number by the normal gravity value computed on the
 EA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0758.degrees latitude (g = 980.6199 gals.).
 EA0758
 EA0758.The modeled gravity was interpolated from observed gravity values.
 EA0758
 EA0758;                    North         East    Units  Estimated Accuracy
 EA0758;SPC NC       -   129,970.      738,870.      MT  (+/- 180 meters Scaled)
 EA0758
 EA0758                          SUPERSEDED SURVEY CONTROL
 EA0758
 EA0758  NGVD 29 (??/??/92)   21.816  (m)           71.57   (f) ADJ UNCH    2 0
 EA0758
 EA0758.Superseded values are not recommended for survey control.
 EA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0758.See file dsdata.txt to determine how the superseded data were derived.
 EA0758
 EA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD638664(NAD 83)
 EA0758_MARKER: DB = BENCH MARK DISK
 EA0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0758_STAMPING: A 69 1934
 EA0758_MARK LOGO: CGS   
 EA0758_PROJECTION: PROJECTING 10 CENTIMETERS
 EA0758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0758+STABILITY: SURFACE MOTION
 EA0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0758+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EA0758
 EA0758  HISTORY     - Date     Condition        Report By
 EA0758  HISTORY     - 1934     MONUMENTED       CGS
 EA0758  HISTORY     - 1935     GOOD             NGS
 EA0758  HISTORY     - 1977     GOOD             NCGS
 EA0758  HISTORY     - 1977     GOOD             NGS
 EA0758  HISTORY     - 19990426 SEE DESCRIPTION  NCGS
 EA0758  HISTORY     - 20010314 MARK NOT FOUND   NCGS
 EA0758
 EA0758                          STATION DESCRIPTION
 EA0758
 EA0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EA0758'2.4 MI NW FROM RICHLANDS.
 EA0758'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 258 FROM RICHLANDS,
 EA0758'ONSLOW COUNTY, 0.3 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 EA0758'24, 40.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR A
 EA0758'SMALL CLUMP OF PINE TREES, NEAR A POLE, AND 2 FEET LOWER THAN
 EA0758'THE HIGHWAY.  A STANDARD DISK, STAMPED A 69 1934 AND SET IN THE
 EA0758'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EA0758
 EA0758                          STATION RECOVERY (1977)
 EA0758
 EA0758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA0758'TO REACH STATION FROM INTERSECTION OF US 258 AND NC 24 EAST OF
 EA0758'RICHLANDS, PROCEED EAST ALONG US 258 AND NC 24 FOR 0.3 MILES TO
 EA0758'STATION ON LEFT AT EDGE OF HOME GARDEN, 39.6 FT. NNE OF C/L OF NC 24
 EA0758'AND US 258, 40.6 FT. NW OF C/L OF DIRT DRIVEWAY TO ONE STORY WHITE
 EA0758'CINDERBLOCK HOME, 13.2 FT. EAST OF 18 INCH LOBLOLLY PINE WITH ALUMINUM
 EA0758'REF. TAG AND 14.4 FT. NW OF 30 INCH LOBLOLLY PINE WITH ALUMINUM REF.
 EA0758'TAG. DISK IS SET IN TOP OF CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 EA0758'THE SURFACE OF THE GROUND.
 EA0758
 EA0758                          STATION RECOVERY (1977)
 EA0758
 EA0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EA0758'RECOVERED IN GOOD CONDITION.
 EA0758
 EA0758                          STATION RECOVERY (1999)
 EA0758
 EA0758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0758'MARK WAS SEARCHED FOR BUT NOT FOUND. NEW FOUR LANE HIGHWAY IN
 EA0758'REFERENCED AREA.
 EA0758
 EA0758                          STATION RECOVERY (2001)
 EA0758
 EA0758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA0758'NOT FOUND PROBABLY LOST TO NEW 4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0371 ***********************************************************************
 EZ0371  DESIGNATION -  A 70
 EZ0371  PID         -  EZ0371
 EZ0371  STATE/COUNTY-  NC/CUMBERLAND
 EZ0371  USGS QUAD   -  WADE (1983)
 EZ0371
 EZ0371                         *CURRENT SURVEY CONTROL
 EZ0371  ___________________________________________________________________
 EZ0371* NAD 83(1986)-  35 10 51.     (N)    078 42 44.     (W)     SCALED    
 EZ0371* NAVD 88     -        38.617  (meters)     126.70   (feet)  ADJUSTED  
 EZ0371  ___________________________________________________________________
 EZ0371  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EZ0371  DYNAMIC HT  -          38.582 (meters)     126.58  (feet)  COMP
 EZ0371  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 EZ0371
 EZ0371  VERT ORDER  -  SECOND    CLASS 0
 EZ0371
 EZ0371.The horizontal coordinates were scaled from a topographic map and have
 EZ0371.an estimated accuracy of +/- 6 seconds.
 EZ0371
 EZ0371.The orthometric height was determined by differential leveling
 EZ0371.and adjusted in June 1991.
 EZ0371
 EZ0371.The geoid height was determined by GEOID03.
 EZ0371
 EZ0371.The dynamic height is computed by dividing the NAVD 88
 EZ0371.geopotential number by the normal gravity value computed on the
 EZ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0371.degrees latitude (g = 980.6199 gals.).
 EZ0371
 EZ0371.The modeled gravity was interpolated from observed gravity values.
 EZ0371
 EZ0371;                    North         East    Units  Estimated Accuracy
 EZ0371;SPC NC       -   158,760.      635,810.      MT  (+/- 180 meters Scaled)
 EZ0371
 EZ0371                          SUPERSEDED SURVEY CONTROL
 EZ0371
 EZ0371  NGVD 29 (??/??/92)   38.899  (m)          127.62   (f) ADJ UNCH    2 0
 EZ0371
 EZ0371.Superseded values are not recommended for survey control.
 EZ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0371.See file dsdata.txt to determine how the superseded data were derived.
 EZ0371
 EZ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU083954(NAD 83)
 EZ0371_MARKER: DB = BENCH MARK DISK
 EZ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0371_STAMPING: A 70 1934
 EZ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0371+STABILITY: SURFACE MOTION
 EZ0371
 EZ0371  HISTORY     - Date     Condition        Report By
 EZ0371  HISTORY     - 1934     MONUMENTED       CGS
 EZ0371  HISTORY     - 1974     MARK NOT FOUND   USGS
 EZ0371
 EZ0371                          STATION DESCRIPTION
 EZ0371
 EZ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EZ0371'3 MI SW FROM GODWIN.
 EZ0371'ON THE FAYETTEVILLE TO SELMA BRANCH OF THE ATLANTIC COAST LINE
 EZ0371'RAILROAD 0.55 MILES SOUTH OF MILEPOST C 57, ACROSS TRACK FROM
 EZ0371'TELEPHONE POLE 1757, 14 YDS. EAST OF CENTER OF RAILROAD CROSSING,
 EZ0371'11 YDS. EAST OF EAST RAIL, 6 YDS. NORTH EAST OF CENTER OF DIRT
 EZ0371'ROAD LEADING TO SAWDUST PILE.  2 FT. BELOW LEVEL OF TOP OF RAIL ON
 EZ0371'TOP OF CONCRETE POST.  MAY 1964 REPORT BY AMS - MARK WAS NOT
 EZ0371'RECOVERED A SEARCH OF THE AREA DESCRIBED INDICATES THAT THE
 EZ0371'MARK WAS PROBABLY LOST DURING CLEARING OF RAILROAD RIGHT-OF-WAY.
 EZ0371
 EZ0371                          STATION RECOVERY (1974)
 EZ0371
 EZ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0033 ***********************************************************************
 EZ0033  DESIGNATION -  A 71
 EZ0033  PID         -  EZ0033
 EZ0033  STATE/COUNTY-  NC/JOHNSTON
 EZ0033  USGS QUAD   -  SELMA (1988)
 EZ0033
 EZ0033                         *CURRENT SURVEY CONTROL
 EZ0033  ___________________________________________________________________
 EZ0033* NAD 83(1986)-  35 33 52.     (N)    078 19 28.     (W)     SCALED    
 EZ0033* NAVD 88     -        47.886  (meters)     157.11   (feet)  ADJUSTED  
 EZ0033  ___________________________________________________________________
 EZ0033  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EZ0033  DYNAMIC HT  -          47.844 (meters)     156.97  (feet)  COMP
 EZ0033  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 EZ0033
 EZ0033  VERT ORDER  -  FIRST     CLASS II
 EZ0033
 EZ0033.The horizontal coordinates were scaled from a topographic map and have
 EZ0033.an estimated accuracy of +/- 6 seconds.
 EZ0033
 EZ0033.The orthometric height was determined by differential leveling
 EZ0033.and adjusted in June 1991.
 EZ0033
 EZ0033.The geoid height was determined by GEOID03.
 EZ0033
 EZ0033.The dynamic height is computed by dividing the NAVD 88
 EZ0033.geopotential number by the normal gravity value computed on the
 EZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0033.degrees latitude (g = 980.6199 gals.).
 EZ0033
 EZ0033.The modeled gravity was interpolated from observed gravity values.
 EZ0033
 EZ0033;                    North         East    Units  Estimated Accuracy
 EZ0033;SPC NC       -   201,490.      670,840.      MT  (+/- 180 meters Scaled)
 EZ0033
 EZ0033                          SUPERSEDED SURVEY CONTROL
 EZ0033
 EZ0033  NGVD 29 (??/??/92)   48.17   (m)          158.0    (f) COMPUTED    1 2
 EZ0033
 EZ0033.Superseded values are not recommended for survey control.
 EZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0033.See file dsdata.txt to determine how the superseded data were derived.
 EZ0033
 EZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV424389(NAD 83)
 EZ0033_MARKER: DB = BENCH MARK DISK
 EZ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0033_STAMPING: A 71 1934
 EZ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0033+STABILITY: SURFACE MOTION
 EZ0033
 EZ0033  HISTORY     - Date     Condition        Report By
 EZ0033  HISTORY     - 1934     MONUMENTED       CGS
 EZ0033  HISTORY     - 1935     GOOD             NGS
 EZ0033  HISTORY     - 1968     MARK NOT FOUND   NGS
 EZ0033  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0033
 EZ0033                          STATION DESCRIPTION
 EZ0033
 EZ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ0033'2.2 MI SE FROM WILSON MILLS.
 EZ0033'2.2 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EZ0033'AT WILSON MILLS, JOHNSTON COUNTY, AT MILEPOST 106, AT A ROAD
 EZ0033'CROSSING 7 YARDS NORTHWEST OF THE ROAD, 6 YARDS NORTHEAST OF THE
 EZ0033'NORTHEAST RAIL AND 2 FEET LOWER THAN TOP OF THE RAIL.  A STANDARD
 EZ0033'DISK STAMPED A 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EZ0033
 EZ0033                          STATION RECOVERY (1968)
 EZ0033
 EZ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EZ0033'MARK NOT FOUND.
 EZ0033
 EZ0033                          STATION RECOVERY (1978)
 EZ0033
 EZ0033'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1535 ***********************************************************************
 EZ1535  DESIGNATION -  A 72
 EZ1535  PID         -  EZ1535
 EZ1535  STATE/COUNTY-  NC/MOORE
 EZ1535  USGS QUAD   -  ROBBINS (1977)
 EZ1535
 EZ1535                         *CURRENT SURVEY CONTROL
 EZ1535  ___________________________________________________________________
 EZ1535* NAD 83(1986)-  35 26 13.     (N)    079 33 07.     (W)     SCALED    
 EZ1535* NAVD 88     -       146.827  (meters)     481.71   (feet)  ADJUSTED  
 EZ1535  ___________________________________________________________________
 EZ1535  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ1535  DYNAMIC HT  -         146.699 (meters)     481.30  (feet)  COMP
 EZ1535  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 EZ1535
 EZ1535  VERT ORDER  -  SECOND    CLASS 0
 EZ1535
 EZ1535.The horizontal coordinates were scaled from a topographic map and have
 EZ1535.an estimated accuracy of +/- 6 seconds.
 EZ1535
 EZ1535.The orthometric height was determined by differential leveling
 EZ1535.and adjusted in June 1991.
 EZ1535
 EZ1535.The geoid height was determined by GEOID03.
 EZ1535
 EZ1535.The dynamic height is computed by dividing the NAVD 88
 EZ1535.geopotential number by the normal gravity value computed on the
 EZ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1535.degrees latitude (g = 980.6199 gals.).
 EZ1535
 EZ1535.The modeled gravity was interpolated from observed gravity values.
 EZ1535
 EZ1535;                    North         East    Units  Estimated Accuracy
 EZ1535;SPC NC       -   187,270.      559,490.      MT  (+/- 180 meters Scaled)
 EZ1535
 EZ1535                          SUPERSEDED SURVEY CONTROL
 EZ1535
 EZ1535  NGVD 29 (??/??/92)  147.056  (m)          482.47   (f) ADJ UNCH    2 0
 EZ1535
 EZ1535.Superseded values are not recommended for survey control.
 EZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1535.See file dsdata.txt to determine how the superseded data were derived.
 EZ1535
 EZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV314224(NAD 83)
 EZ1535_MARKER: DB = BENCH MARK DISK
 EZ1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1535_STAMPING: A 72 1934
 EZ1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1535+STABILITY: SURFACE MOTION
 EZ1535
 EZ1535  HISTORY     - Date     Condition        Report By
 EZ1535  HISTORY     - 1934     MONUMENTED       CGS
 EZ1535  HISTORY     - 1935     GOOD             NGS
 EZ1535  HISTORY     - 1963     MARK NOT FOUND   DMA
 EZ1535  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 EZ1535
 EZ1535                          STATION DESCRIPTION
 EZ1535
 EZ1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1535'3.6 MI W FROM HALLISON.
 EZ1535'3.6 MILES WEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 EZ1535'STATION AT HALLISON, MOORE COUNTY, 312 FEET SOUTHWEST OF MILEPOST
 EZ1535'302, AT A DIRT-ROAD CROSSING, 18 FEET EAST OF THE CENTERLINE
 EZ1535'OF THE ROAD, AND 17 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP
 EZ1535'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- A
 EZ1535'6 X 6 INCH CONCRETE POST WAS FOUND WHICH COULD BE PART OF BENCH
 EZ1535'MARK POST.
 EZ1535
 EZ1535                          STATION RECOVERY (1963)
 EZ1535
 EZ1535'RECOVERY NOTE BY DEFENSE MAP AGENCY 1963
 EZ1535'MARK NOT FOUND.
 EZ1535
 EZ1535                          STATION RECOVERY (1995)
 EZ1535
 EZ1535'RECOVERY NOTE BY US POWER SQUADRON 1995
 EZ1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0852 ***********************************************************************
 EB0852  DESIGNATION -  A 75
 EB0852  PID         -  EB0852
 EB0852  STATE/COUNTY-  NC/HOKE
 EB0852  USGS QUAD   -  WAGRAM (1982)
 EB0852
 EB0852                         *CURRENT SURVEY CONTROL
 EB0852  ___________________________________________________________________
 EB0852* NAD 83(1986)-  34 59 24.     (N)    079 15 14.     (W)     SCALED    
 EB0852* NAVD 88     -        90.340  (meters)     296.39   (feet)  ADJUSTED  
 EB0852  ___________________________________________________________________
 EB0852  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 EB0852  DYNAMIC HT  -          90.256 (meters)     296.11  (feet)  COMP
 EB0852  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 EB0852
 EB0852  VERT ORDER  -  SECOND    CLASS 0
 EB0852
 EB0852.The horizontal coordinates were scaled from a topographic map and have
 EB0852.an estimated accuracy of +/- 6 seconds.
 EB0852
 EB0852.The orthometric height was determined by differential leveling
 EB0852.and adjusted in June 1991.
 EB0852
 EB0852.The geoid height was determined by GEOID03.
 EB0852
 EB0852.The dynamic height is computed by dividing the NAVD 88
 EB0852.geopotential number by the normal gravity value computed on the
 EB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0852.degrees latitude (g = 980.6199 gals.).
 EB0852
 EB0852.The modeled gravity was interpolated from observed gravity values.
 EB0852
 EB0852;                    North         East    Units  Estimated Accuracy
 EB0852;SPC NC       -   137,580.      586,420.      MT  (+/- 180 meters Scaled)
 EB0852
 EB0852                          SUPERSEDED SURVEY CONTROL
 EB0852
 EB0852  NGVD 29 (??/??/92)   90.603  (m)          297.25   (f) ADJ UNCH    2 0
 EB0852
 EB0852.Superseded values are not recommended for survey control.
 EB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0852.See file dsdata.txt to determine how the superseded data were derived.
 EB0852
 EB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU593733(NAD 83)
 EB0852_MARKER: DB = BENCH MARK DISK
 EB0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0852_STAMPING: A 75 1935
 EB0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0852+STABILITY: SURFACE MOTION
 EB0852
 EB0852  HISTORY     - Date     Condition        Report By
 EB0852  HISTORY     - 1935     MONUMENTED       CGS
 EB0852  HISTORY     - 1962     GOOD             NGS
 EB0852  HISTORY     - 1989     MARK NOT FOUND   USGS
 EB0852
 EB0852                          STATION DESCRIPTION
 EB0852
 EB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EB0852'1.8 MI NW FROM RAEFORD.
 EB0852'1.8 MILES NORTHWEST ALONG THE ABERDEEN AND ROCKFISH RAILROAD
 EB0852'FROM THE STATION AT RAEFORD, HOKE COUNTY, AT THE SIDING AT
 EB0852'THOMAS, 35 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 EB0852'14.7 FEET NORTH OF THE NORTH RAIL, 6 FEET SOUTHWEST OF A POLE
 EB0852'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 EB0852'ABOVE GROUND.
 EB0852
 EB0852                          STATION RECOVERY (1962)
 EB0852
 EB0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EB0852'RECOVERED IN GOOD CONDITION.
 EB0852
 EB0852                          STATION RECOVERY (1989)
 EB0852
 EB0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW)
 EB0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0919 ***********************************************************************
 FA0919  DESIGNATION -  A 77
 FA0919  PID         -  FA0919
 FA0919  STATE/COUNTY-  NC/RUTHERFORD
 FA0919  USGS QUAD   -  FOREST CITY (1993)
 FA0919
 FA0919                         *CURRENT SURVEY CONTROL
 FA0919  ___________________________________________________________________
 FA0919* NAD 83(1986)-  35 20 36.     (N)    081 46 13.     (W)     SCALED    
 FA0919* NAVD 88     -       311.501  (meters)    1021.98   (feet)  POSTED    
 FA0919  ___________________________________________________________________
 FA0919  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA0919  DYNAMIC HT  -         311.190 (meters)    1020.96  (feet)  COMP
 FA0919  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 FA0919
 FA0919  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FA0919
 FA0919.The horizontal coordinates were scaled from a topographic map and have
 FA0919.an estimated accuracy of +/- 6 seconds.
 FA0919
 FA0919.The orthometric height was determined by differential leveling
 FA0919.and adjusted by the  in 1992.
 FA0919.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FA0919.rate of 1.1 thru 2.0 mm/km.
 FA0919
 FA0919.The geoid height was determined by GEOID03.
 FA0919
 FA0919.The dynamic height is computed by dividing the NAVD 88
 FA0919.geopotential number by the normal gravity value computed on the
 FA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0919.degrees latitude (g = 980.6199 gals.).
 FA0919
 FA0919.The modeled gravity was interpolated from observed gravity values.
 FA0919
 FA0919;                    North         East    Units  Estimated Accuracy
 FA0919;SPC NC       -   180,260.      357,830.      MT  (+/- 180 meters Scaled)
 FA0919
 FA0919                          SUPERSEDED SURVEY CONTROL
 FA0919
 FA0919  NGVD 29 (??/??/92)  311.730  (m)         1022.73   (f) ADJ UNCH    2 0
 FA0919
 FA0919.Superseded values are not recommended for survey control.
 FA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0919.See file dsdata.txt to determine how the superseded data were derived.
 FA0919
 FA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV300113(NAD 83)
 FA0919_MARKER: DB = BENCH MARK DISK
 FA0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0919_STAMPING: A 77 1935
 FA0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0919+STABILITY: SURFACE MOTION
 FA0919
 FA0919  HISTORY     - Date     Condition        Report By
 FA0919  HISTORY     - 1935     MONUMENTED       CGS
 FA0919  HISTORY     - 1973     MARK NOT FOUND   NGS
 FA0919  HISTORY     - 19951114 MARK NOT FOUND   NCGS
 FA0919  HISTORY     - 19960522 MARK NOT FOUND   USPSQD
 FA0919  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 FA0919
 FA0919                          STATION DESCRIPTION
 FA0919
 FA0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0919'1.1 MI NW FROM ELLENBORO.
 FA0919'1.1 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FA0919'THE STATION AT ELLENBORO, 0.4 MILE NORTHWEST OF MILEPOST 399,
 FA0919'AT A ROAD CROSSING, 24 FEET WEST OF THE WEST RAIL, 22 FEET NORTH
 FA0919'OF THE CENTERLINE OF THE ROAD AND 8.7 FEET SOUTH OF A CROSSING
 FA0919'SIGNPOST.  A STANDARD DISK, STAMPED A 77 1935 AND SET IN THE TOP
 FA0919'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 FA0919
 FA0919                          STATION RECOVERY (1973)
 FA0919
 FA0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FA0919'MARK NOT FOUND.
 FA0919
 FA0919                          STATION RECOVERY (1995)
 FA0919
 FA0919'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FA0919'MARK WAS NOT FOUND.
 FA0919
 FA0919                          STATION RECOVERY (1996)
 FA0919
 FA0919'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA0919'MARK NOT FOUND.
 FA0919
 FA0919                          STATION RECOVERY (2004)
 FA0919
 FA0919'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0873 ***********************************************************************
 FA0873  DESIGNATION -  A 78
 FA0873  PID         -  FA0873
 FA0873  STATE/COUNTY-  NC/LINCOLN
 FA0873  USGS QUAD   -  LINCOLNTON WEST (1993)
 FA0873
 FA0873                         *CURRENT SURVEY CONTROL
 FA0873  ___________________________________________________________________
 FA0873* NAD 83(1986)-  35 27 52.     (N)    081 15 21.     (W)     SCALED    
 FA0873* NAVD 88     -       248.770  (meters)     816.17   (feet)  ADJUSTED  
 FA0873  ___________________________________________________________________
 FA0873  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA0873  DYNAMIC HT  -         248.533 (meters)     815.40  (feet)  COMP
 FA0873  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 FA0873
 FA0873  VERT ORDER  -  FIRST     CLASS II
 FA0873
 FA0873.The horizontal coordinates were scaled from a topographic map and have
 FA0873.an estimated accuracy of +/- 6 seconds.
 FA0873
 FA0873.The orthometric height was determined by differential leveling
 FA0873.and adjusted in June 1991.
 FA0873
 FA0873.The geoid height was determined by GEOID03.
 FA0873
 FA0873.The dynamic height is computed by dividing the NAVD 88
 FA0873.geopotential number by the normal gravity value computed on the
 FA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0873.degrees latitude (g = 980.6199 gals.).
 FA0873
 FA0873.The modeled gravity was interpolated from observed gravity values.
 FA0873
 FA0873;                    North         East    Units  Estimated Accuracy
 FA0873;SPC NC       -   192,510.      404,880.      MT  (+/- 180 meters Scaled)
 FA0873
 FA0873                          SUPERSEDED SURVEY CONTROL
 FA0873
 FA0873  NGVD 29 (??/??/92)  248.988  (m)          816.89   (f) ADJ UNCH    1 2
 FA0873
 FA0873.Superseded values are not recommended for survey control.
 FA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0873.See file dsdata.txt to determine how the superseded data were derived.
 FA0873
 FA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV767245(NAD 83)
 FA0873_MARKER: DB = BENCH MARK DISK
 FA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0873_SP_SET: CONCRETE POST
 FA0873_STAMPING: A 78 1935
 FA0873_MARK LOGO: CGS   
 FA0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0873+STABILITY: SURFACE MOTION
 FA0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0873+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 FA0873
 FA0873  HISTORY     - Date     Condition        Report By
 FA0873  HISTORY     - 1935     MONUMENTED       CGS
 FA0873  HISTORY     - 1965     MARK NOT FOUND   NGS
 FA0873  HISTORY     - 19870101 GOOD             NCGS
 FA0873  HISTORY     - 20010816 GOOD             USPSQD
 FA0873
 FA0873                          STATION DESCRIPTION
 FA0873
 FA0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0873'0.6 MI SW FROM LINCOLNTON.
 FA0873'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES, ABOUT
 FA0873'125 YARDS NORTH OF THE POINT OF A SWITCH, 21.7 FEET WEST OF THE
 FA0873'WEST RAIL OF THE SEABOARD AIRLINE RAILWAY AND 11 FEET WEST OF
 FA0873'MILEPOST 363.  A HOLE WAS FOUND AT THIS SPOT, LEFT WHEN SOME
 FA0873'OBJECT, PROBABLY THE MONUMENT, WAS LIFTED OUT.
 FA0873
 FA0873                          STATION RECOVERY (1987)
 FA0873
 FA0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA0873'RECOVERED.  MARK IS ALSO 21.0 FT (6.4 M) EAST-SOUTHEAST
 FA0873'OF CENTERLINE OF SOUTH GOVERNMENT STREET (600 BLOCK).
 FA0873
 FA0873                          STATION RECOVERY (2001)
 FA0873
 FA0873'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA0873'MARKER IS ACROSS THE STREET FROM 612 SOUTH GOVERNMENT STREET AND IS
 FA0873'11.5 FEET NNW FROM MILE MASRKER 363 WITH AN ALUMINUM REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1052 ***********************************************************************
 EB1052  DESIGNATION -  A 79
 EB1052  PID         -  EB1052
 EB1052  STATE/COUNTY-  NC/RICHMOND
 EB1052  USGS QUAD   -  HAMLET (1982)
 EB1052
 EB1052                         *CURRENT SURVEY CONTROL
 EB1052  ___________________________________________________________________
 EB1052* NAD 83(1986)-  34 52 34.     (N)    079 41 03.     (W)     SCALED    
 EB1052* NAVD 88     -       102.760  (meters)     337.14   (feet)  ADJUSTED  
 EB1052  ___________________________________________________________________
 EB1052  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EB1052  DYNAMIC HT  -         102.664 (meters)     336.82  (feet)  COMP
 EB1052  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 EB1052
 EB1052  VERT ORDER  -  SECOND    CLASS 0
 EB1052
 EB1052.The horizontal coordinates were scaled from a topographic map and have
 EB1052.an estimated accuracy of +/- 6 seconds.
 EB1052
 EB1052.The orthometric height was determined by differential leveling
 EB1052.and adjusted in June 1991.
 EB1052
 EB1052.The geoid height was determined by GEOID03.
 EB1052
 EB1052.The dynamic height is computed by dividing the NAVD 88
 EB1052.geopotential number by the normal gravity value computed on the
 EB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1052.degrees latitude (g = 980.6199 gals.).
 EB1052
 EB1052.The modeled gravity was interpolated from observed gravity values.
 EB1052
 EB1052;                    North         East    Units  Estimated Accuracy
 EB1052;SPC NC       -   125,140.      547,060.      MT  (+/- 180 meters Scaled)
 EB1052
 EB1052                          SUPERSEDED SURVEY CONTROL
 EB1052
 EB1052  NGVD 29 (??/??/92)  103.010  (m)          337.96   (f) ADJ UNCH    2 0
 EB1052
 EB1052.Superseded values are not recommended for survey control.
 EB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1052.See file dsdata.txt to determine how the superseded data were derived.
 EB1052
 EB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU202600(NAD 83)
 EB1052_MARKER: DB = BENCH MARK DISK
 EB1052_SETTING: 0 = UNSPECIFIED SETTING
 EB1052_STAMPING: A 79 1934
 EB1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1052
 EB1052  HISTORY     - Date     Condition        Report By
 EB1052  HISTORY     - 1934     MONUMENTED       CGS
 EB1052  HISTORY     - 1967     MARK NOT FOUND   NGS
 EB1052  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EB1052
 EB1052                          STATION DESCRIPTION
 EB1052
 EB1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EB1052'0.8 MI SE FROM HAMLET.
 EB1052'0.8 MILE SOUTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 EB1052'STATION AT HAMLET, ABOUT 150 YARDS EAST OF THE JUNCTION OF A TRACK
 EB1052'LEADING TO CHARLESTON, AT A ROAD CROSSING, 11 YARDS SOUTHWEST OF
 EB1052'THE ROAD, ABOUT 25 YARDS NORTH OF THE NORTH RAIL OF THE TRACK
 EB1052'LEADING TO CHARLESTON, AND 25.8 FEET SOUTH OF THE SOUTH RAIL
 EB1052'OF THE TRACK LEADING TO WILMINGTON.  JUNCTION OF THE TRACKS HAS
 EB1052'BEEN MOVED FARTHER WEST, THE ROAD MENTIONED HAS BEEN BLOCKED OFF
 EB1052'RECENTLY, BUT THE CENTERLINE IS EASILY DETERMINED, AND THE
 EB1052'RIGHT-OF-WAY HAS BEEN CUT BACK TO 30 FEET ON THE SOUTH SIDE
 EB1052'OF THE TRACK, WHICH PROBABLY DESTROYED THE MARK.
 EB1052
 EB1052                          STATION RECOVERY (1978)
 EB1052
 EB1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0288 ***********************************************************************
 EB0288  DESIGNATION -  A 81
 EB0288  PID         -  EB0288
 EB0288  STATE/COUNTY-  NC/BLADEN
 EB0288  USGS QUAD   -  KELLY (1986)
 EB0288
 EB0288                         *CURRENT SURVEY CONTROL
 EB0288  ___________________________________________________________________
 EB0288* NAD 83(1986)-  34 22 34.     (N)    078 20 42.     (W)     SCALED    
 EB0288* NAVD 88     -        20.058  (meters)      65.81   (feet)  ADJUSTED  
 EB0288  ___________________________________________________________________
 EB0288  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EB0288  DYNAMIC HT  -          20.038 (meters)      65.74  (feet)  COMP
 EB0288  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EB0288
 EB0288  VERT ORDER  -  SECOND    CLASS 0
 EB0288
 EB0288.The horizontal coordinates were scaled from a topographic map and have
 EB0288.an estimated accuracy of +/- 6 seconds.
 EB0288
 EB0288.The orthometric height was determined by differential leveling
 EB0288.and adjusted in June 1991.
 EB0288
 EB0288.The geoid height was determined by GEOID03.
 EB0288
 EB0288.The dynamic height is computed by dividing the NAVD 88
 EB0288.geopotential number by the normal gravity value computed on the
 EB0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0288.degrees latitude (g = 980.6199 gals.).
 EB0288
 EB0288.The modeled gravity was interpolated from observed gravity values.
 EB0288
 EB0288;                    North         East    Units  Estimated Accuracy
 EB0288;SPC NC       -    69,660.      669,840.      MT  (+/- 180 meters Scaled)
 EB0288
 EB0288                          SUPERSEDED SURVEY CONTROL
 EB0288
 EB0288  NGVD 29 (??/??/92)   20.371  (m)           66.83   (f) ADJ UNCH    2 0
 EB0288
 EB0288.Superseded values are not recommended for survey control.
 EB0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0288.See file dsdata.txt to determine how the superseded data were derived.
 EB0288
 EB0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU441070(NAD 83)
 EB0288_MARKER: DB = BENCH MARK DISK
 EB0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0288_STAMPING: A 81 1934
 EB0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0288+STABILITY: SURFACE MOTION
 EB0288
 EB0288  HISTORY     - Date     Condition        Report By
 EB0288  HISTORY     - 1934     MONUMENTED       CGS
 EB0288  HISTORY     - 1954     MARK NOT FOUND   NGS
 EB0288
 EB0288                          STATION DESCRIPTION
 EB0288
 EB0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 EB0288'AT EAST ARCADIA.
 EB0288'AT EAST ARCADIA, BLADEN COUNTY, 0.3 MILE NORTHWEST ALONG THE
 EB0288'SEABOARD AIR LINE RAILWAY FROM THE STATION, 2557 FEET SOUTHEAST
 EB0288'ALONG SEABOARD AIRLINE RAILWAY FROM MILEPOST 338, AND 30.5 FEET
 EB0288'NORTHEAST OF THE NORTHEST RAIL OF A SIDETRACK.  A STANDARD DISK,
 EB0288'STAMPED A 81 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EB0288'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0094 ***********************************************************************
 EB0094  DESIGNATION -  A 82
 EB0094  PID         -  EB0094
 EB0094  STATE/COUNTY-  NC/BLADEN
 EB0094  USGS QUAD   -  WHITE LAKE (1986)
 EB0094
 EB0094                         *CURRENT SURVEY CONTROL
 EB0094  ___________________________________________________________________
 EB0094* NAD 83(1986)-  34 44 03.     (N)    078 26 01.     (W)     SCALED    
 EB0094* NAVD 88     -        26.711  (meters)      87.63   (feet)  ADJUSTED  
 EB0094  ___________________________________________________________________
 EB0094  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EB0094  DYNAMIC HT  -          26.686 (meters)      87.55  (feet)  COMP
 EB0094  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 EB0094
 EB0094  VERT ORDER  -  SECOND    CLASS 0
 EB0094
 EB0094.The horizontal coordinates were scaled from a topographic map and have
 EB0094.an estimated accuracy of +/- 6 seconds.
 EB0094
 EB0094.The orthometric height was determined by differential leveling
 EB0094.and adjusted in June 1991.
 EB0094
 EB0094.The geoid height was determined by GEOID03.
 EB0094
 EB0094.The dynamic height is computed by dividing the NAVD 88
 EB0094.geopotential number by the normal gravity value computed on the
 EB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0094.degrees latitude (g = 980.6199 gals.).
 EB0094
 EB0094.The modeled gravity was interpolated from observed gravity values.
 EB0094
 EB0094;                    North         East    Units  Estimated Accuracy
 EB0094;SPC NC       -   109,320.      661,470.      MT  (+/- 180 meters Scaled)
 EB0094
 EB0094                          SUPERSEDED SURVEY CONTROL
 EB0094
 EB0094  NGVD 29 (??/??/92)   26.976  (m)           88.50   (f) ADJ UNCH    2 0
 EB0094
 EB0094.Superseded values are not recommended for survey control.
 EB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0094.See file dsdata.txt to determine how the superseded data were derived.
 EB0094
 EB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU349465(NAD 83)
 EB0094_MARKER: DB = BENCH MARK DISK
 EB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0094_STAMPING: A 82 1935
 EB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0094+STABILITY: SURFACE MOTION
 EB0094
 EB0094  HISTORY     - Date     Condition        Report By
 EB0094  HISTORY     - 1935     MONUMENTED       CGS
 EB0094  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0094
 EB0094                          STATION DESCRIPTION
 EB0094
 EB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EB0094'3.9 MI S FROM GARLAND.
 EB0094'A-82 IS LOCATED 3.9 MILES SOUTH OF THE CROSSING OF U.S. HY.
 EB0094'701 AND THE A.C.L. RY. AT GARLAND, AT FOOT OF A SMALL HILL, 46
 EB0094'YARDS NORTHEAST OF ROAD TO HOUSE ON SOUTHEAST SIDE OF HIGHWAY,
 EB0094'21.5 FT. SOUTHEAST OF CENTERLINE OF HIGHWAY, 2.6 FT. NORTHWEST
 EB0094'OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF A CONCRETE POST
 EB0094'6 IN HIGH.  NOTE-- RECOVERED AS DESCRIBED IN SEPT. 1935.  NOTE--
 EB0094'NOT LEVELED - 1974
 EB0094
 EB0094                          STATION RECOVERY (1983)
 EB0094
 EB0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EB0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0077 ***********************************************************************
 EB0077  DESIGNATION -  A 83
 EB0077  PID         -  EB0077
 EB0077  STATE/COUNTY-  NC/DUPLIN
 EB0077  USGS QUAD   -  ROSE HILL (1984)
 EB0077
 EB0077                         *CURRENT SURVEY CONTROL
 EB0077  ___________________________________________________________________
 EB0077* NAD 83(1986)-  34 45 58.     (N)    078 00 27.     (W)     SCALED    
 EB0077* NAVD 88     -        21.597  (meters)      70.86   (feet)  ADJUSTED  
 EB0077  ___________________________________________________________________
 EB0077  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EB0077  DYNAMIC HT  -          21.576 (meters)      70.79  (feet)  COMP
 EB0077  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EB0077
 EB0077  VERT ORDER  -  SECOND    CLASS 0
 EB0077
 EB0077.The horizontal coordinates were scaled from a topographic map and have
 EB0077.an estimated accuracy of +/- 6 seconds.
 EB0077
 EB0077.The orthometric height was determined by differential leveling
 EB0077.and adjusted in June 1991.
 EB0077
 EB0077.The geoid height was determined by GEOID03.
 EB0077
 EB0077.The dynamic height is computed by dividing the NAVD 88
 EB0077.geopotential number by the normal gravity value computed on the
 EB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0077.degrees latitude (g = 980.6199 gals.).
 EB0077
 EB0077.The modeled gravity was interpolated from observed gravity values.
 EB0077
 EB0077;                    North         East    Units  Estimated Accuracy
 EB0077;SPC NC       -   113,170.      700,450.      MT  (+/- 180 meters Scaled)
 EB0077
 EB0077                          SUPERSEDED SURVEY CONTROL
 EB0077
 EB0077  NGVD 29 (??/??/92)   21.852  (m)           71.69   (f) ADJ UNCH    2 0
 EB0077
 EB0077.Superseded values are not recommended for survey control.
 EB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0077.See file dsdata.txt to determine how the superseded data were derived.
 EB0077
 EB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU738511(NAD 83)
 EB0077_MARKER: DB = BENCH MARK DISK
 EB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0077_STAMPING: A 83 1935
 EB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0077+STABILITY: SURFACE MOTION
 EB0077
 EB0077  HISTORY     - Date     Condition        Report By
 EB0077  HISTORY     - 1935     MONUMENTED       CGS
 EB0077  HISTORY     - 1962     MARK NOT FOUND   NGS
 EB0077  HISTORY     - 1975     MARK NOT FOUND   NCGS
 EB0077
 EB0077                          STATION DESCRIPTION
 EB0077
 EB0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EB0077'AT TEACHEYS.
 EB0077'AT TEACHEYS, DUPLIN COUNTY, 116 YARDS NORTH OF THE ATLANTIC COAST
 EB0077'LINE RAILROAD STATION, 40 YARDS NORTH OF A ROAD CROSSING, AND
 EB0077'31.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE
 EB0077'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 EB0077
 EB0077                          STATION RECOVERY (1975)
 EB0077
 EB0077'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EB0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0827 ***********************************************************************
 EY0827  DESIGNATION -  A 84
 EY0827  PID         -  EY0827
 EY0827  STATE/COUNTY-  NC/LENOIR
 EY0827  USGS QUAD   -  KINSTON (1983)
 EY0827
 EY0827                         *CURRENT SURVEY CONTROL
 EY0827  ___________________________________________________________________
 EY0827* NAD 83(1986)-  35 19 11.     (N)    077 30 29.     (W)     SCALED    
 EY0827* NAVD 88     -        22.280  (meters)      73.10   (feet)  POSTED    
 EY0827  ___________________________________________________________________
 EY0827  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EY0827  DYNAMIC HT  -          22.260 (meters)      73.03  (feet)  COMP
 EY0827  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 EY0827
 EY0827  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0827
 EY0827.The horizontal coordinates were scaled from a topographic map and have
 EY0827.an estimated accuracy of +/- 6 seconds.
 EY0827
 EY0827.The orthometric height was determined by differential leveling
 EY0827.and adjusted by the  in 1992.
 EY0827.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0827.rate of 1.1 thru 2.0 mm/km.
 EY0827
 EY0827.The geoid height was determined by GEOID03.
 EY0827
 EY0827.The dynamic height is computed by dividing the NAVD 88
 EY0827.geopotential number by the normal gravity value computed on the
 EY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0827.degrees latitude (g = 980.6199 gals.).
 EY0827
 EY0827.The modeled gravity was interpolated from observed gravity values.
 EY0827
 EY0827;                    North         East    Units  Estimated Accuracy
 EY0827;SPC NC       -   175,150.      745,240.      MT  (+/- 180 meters Scaled)
 EY0827
 EY0827                          SUPERSEDED SURVEY CONTROL
 EY0827
 EY0827  NGVD 29 (??/??/92)   22.651  (m)           74.31   (f) ADJ UNCH    2 0
 EY0827
 EY0827.Superseded values are not recommended for survey control.
 EY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0827.See file dsdata.txt to determine how the superseded data were derived.
 EY0827
 EY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE720113(NAD 83)
 EY0827_MARKER: DB = BENCH MARK DISK
 EY0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0827_STAMPING: A 84 1935
 EY0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0827+STABILITY: SURFACE MOTION
 EY0827
 EY0827  HISTORY     - Date     Condition        Report By
 EY0827  HISTORY     - 1935     MONUMENTED       CGS
 EY0827  HISTORY     - 1979     MARK NOT FOUND   USGS
 EY0827
 EY0827                          STATION DESCRIPTION
 EY0827
 EY0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0827'AT GRAINGER.
 EY0827'AT GRAINGER, LENOIR COUNTY, 0.1 MILE EAST ALONG THE ATLANTIC COAST
 EY0827'LINE RAILROAD FROM THE STATION, 65 YARDS WEST OF THE CENTER
 EY0827'OF THE CROSSING OF STATE HIGHWAY 11, 62 YARDS EAST OF THE SWITCH
 EY0827'AT THE EAST END OF A SIDETRACK, AND 20.8 FEET SOUTH OF THE SOUTH
 EY0827'RAIL.  A STANDARD DISK, STAMPED A 84 1935 AND SET IN THE TOP OF
 EY0827'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EY0827
 EY0827                          STATION RECOVERY (1979)
 EY0827
 EY0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EY0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0482 ***********************************************************************
 EY0482  DESIGNATION -  A 85
 EY0482  PID         -  EY0482
 EY0482  STATE/COUNTY-  NC/MARTIN
 EY0482  USGS QUAD   -  OAK CITY (1981)
 EY0482
 EY0482                         *CURRENT SURVEY CONTROL
 EY0482  ___________________________________________________________________
 EY0482* NAD 83(1986)-  35 54 40.     (N)    077 16 40.     (W)     SCALED    
 EY0482* NAVD 88     -        23.482  (meters)      77.04   (feet)  POSTED    
 EY0482  ___________________________________________________________________
 EY0482  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EY0482  DYNAMIC HT  -          23.460 (meters)      76.97  (feet)  COMP
 EY0482  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 EY0482
 EY0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0482
 EY0482.The horizontal coordinates were scaled from a topographic map and have
 EY0482.an estimated accuracy of +/- 6 seconds.
 EY0482
 EY0482.The orthometric height was determined by differential leveling
 EY0482.and adjusted by the  in 1992.
 EY0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0482.rate of 0.0 thru 1.0 mm/km.
 EY0482
 EY0482.The geoid height was determined by GEOID03.
 EY0482
 EY0482.The dynamic height is computed by dividing the NAVD 88
 EY0482.geopotential number by the normal gravity value computed on the
 EY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0482.degrees latitude (g = 980.6199 gals.).
 EY0482
 EY0482.The modeled gravity was interpolated from observed gravity values.
 EY0482
 EY0482;                    North         East    Units  Estimated Accuracy
 EY0482;SPC NC       -   241,090.      765,040.      MT  (+/- 180 meters Scaled)
 EY0482
 EY0482                          SUPERSEDED SURVEY CONTROL
 EY0482
 EY0482  NGVD 29 (??/??/92)   23.836  (m)           78.20   (f) ADJ UNCH    2 0
 EY0482
 EY0482.Superseded values are not recommended for survey control.
 EY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0482.See file dsdata.txt to determine how the superseded data were derived.
 EY0482
 EY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE944764(NAD 83)
 EY0482_MARKER: DB = BENCH MARK DISK
 EY0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0482_STAMPING: A 85 1935
 EY0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0482+STABILITY: SURFACE MOTION
 EY0482
 EY0482  HISTORY     - Date     Condition        Report By
 EY0482  HISTORY     - 1935     MONUMENTED       CGS
 EY0482  HISTORY     - 1969     MARK NOT FOUND   NGS
 EY0482  HISTORY     - 1978     MARK NOT FOUND   DOD
 EY0482  HISTORY     - 20060509 MARK NOT FOUND   NCGS
 EY0482
 EY0482                          STATION DESCRIPTION
 EY0482
 EY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0482'AT HASSELL.
 EY0482'AT HASSELL, MARTIN COUNTY, 125 YARDS NORTHEAST OF THE ATLANTIC
 EY0482'COAST LINE RAILROAD STATION, 100 YARDS SOUTHWEST OF MILEPOST 36,
 EY0482'40 FEET SOUTHEAST OF THE SWITCH AT THE NORTHEAST END OF A
 EY0482'SIDETRACK, AND 22 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EY0482'MAIN TRACK.  A STANDARD DISK, STAMPED A 85 1935 AND SET IN THE
 EY0482'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 EY0482
 EY0482                          STATION RECOVERY (1969)
 EY0482
 EY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EY0482'MARK NOT FOUND.
 EY0482
 EY0482                          STATION RECOVERY (1978)
 EY0482
 EY0482'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0482'MARK NOT FOUND.
 EY0482
 EY0482                          STATION RECOVERY (2006)
 EY0482
 EY0482'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0482'NOT FOUND, RAILROAD AND REFRERNCES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0819 ***********************************************************************
 FZ0819  DESIGNATION -  A 87
 FZ0819  PID         -  FZ0819
 FZ0819  STATE/COUNTY-  NC/WILKES
 FZ0819  USGS QUAD   -  WILKESBORO (1966)
 FZ0819
 FZ0819                         *CURRENT SURVEY CONTROL
 FZ0819  ___________________________________________________________________
 FZ0819* NAD 83(1986)-  36 08 24.     (N)    081 09 32.     (W)     SCALED    
 FZ0819* NAVD 88     -       335.507  (meters)    1100.74   (feet)  POSTED    
 FZ0819  ___________________________________________________________________
 FZ0819  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FZ0819  DYNAMIC HT  -         335.190 (meters)    1099.70  (feet)  COMP
 FZ0819  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 FZ0819
 FZ0819  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FZ0819
 FZ0819.The horizontal coordinates were scaled from a topographic map and have
 FZ0819.an estimated accuracy of +/- 6 seconds.
 FZ0819
 FZ0819.The orthometric height was determined by differential leveling
 FZ0819.and adjusted by the  in 1992.
 FZ0819.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FZ0819.rate of 1.1 thru 2.0 mm/km.
 FZ0819
 FZ0819.The geoid height was determined by GEOID03.
 FZ0819
 FZ0819.The dynamic height is computed by dividing the NAVD 88
 FZ0819.geopotential number by the normal gravity value computed on the
 FZ0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0819.degrees latitude (g = 980.6199 gals.).
 FZ0819
 FZ0819.The modeled gravity was interpolated from observed gravity values.
 FZ0819
 FZ0819;                    North         East    Units  Estimated Accuracy
 FZ0819;SPC NC       -   267,250.      415,310.      MT  (+/- 180 meters Scaled)
 FZ0819
 FZ0819                          SUPERSEDED SURVEY CONTROL
 FZ0819
 FZ0819  NGVD 29 (??/??/92)  335.670  (m)         1101.28   (f) ADJ UNCH    2 0
 FZ0819
 FZ0819.Superseded values are not recommended for survey control.
 FZ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0819.See file dsdata.txt to determine how the superseded data were derived.
 FZ0819
 FZ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV857994(NAD 83)
 FZ0819_MARKER: DB = BENCH MARK DISK
 FZ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0819_STAMPING: A 87 1935
 FZ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0819+STABILITY: SURFACE MOTION
 FZ0819
 FZ0819  HISTORY     - Date     Condition        Report By
 FZ0819  HISTORY     - 1935     MONUMENTED       CGS
 FZ0819  HISTORY     - 1961     GOOD             NGS
 FZ0819
 FZ0819                          STATION DESCRIPTION
 FZ0819
 FZ0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FZ0819'AT WILKESBORO.
 FZ0819'AT WILKESBORO, WILKES COUNTY, 1 MILE SOUTHWEST ALONG STATE HIGHWAY
 FZ0819'16 FROM THE COUNTY COURTHOUSE, IN A TRIANGULAR PLOT AT A STREET
 FZ0819'INTERSECTION, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 FZ0819'18.5 FEET SOUTH OF A FIRE HYDRANT.  A STANDARD DISK, STAMPED
 FZ0819'A 87 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FZ0819'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0799 ***********************************************************************
 FZ0799  DESIGNATION -  A 88
 FZ0799  PID         -  FZ0799
 FZ0799  STATE/COUNTY-  NC/ALLEGHANY
 FZ0799  USGS QUAD   -  SPARTA WEST (1991)
 FZ0799
 FZ0799                         *CURRENT SURVEY CONTROL
 FZ0799  ___________________________________________________________________
 FZ0799* NAD 83(1986)-  36 31 54.     (N)    081 09 37.     (W)     SCALED    
 FZ0799* NAVD 88     -       799.667  (meters)    2623.57   (feet)  ADJUSTED  
 FZ0799  ___________________________________________________________________
 FZ0799  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FZ0799  DYNAMIC HT  -         798.868 (meters)    2620.95  (feet)  COMP
 FZ0799  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 FZ0799
 FZ0799  VERT ORDER  -  SECOND    CLASS 0
 FZ0799
 FZ0799.The horizontal coordinates were scaled from a topographic map and have
 FZ0799.an estimated accuracy of +/- 6 seconds.
 FZ0799
 FZ0799.The orthometric height was determined by differential leveling
 FZ0799.and adjusted in June 1991.
 FZ0799
 FZ0799.The geoid height was determined by GEOID03.
 FZ0799
 FZ0799.The dynamic height is computed by dividing the NAVD 88
 FZ0799.geopotential number by the normal gravity value computed on the
 FZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0799.degrees latitude (g = 980.6199 gals.).
 FZ0799
 FZ0799.The modeled gravity was interpolated from observed gravity values.
 FZ0799
 FZ0799;                    North         East    Units  Estimated Accuracy
 FZ0799;SPC NC       -   310,700.      416,130.      MT  (+/- 180 meters Scaled)
 FZ0799
 FZ0799                          SUPERSEDED SURVEY CONTROL
 FZ0799
 FZ0799  NGVD 29 (??/??/92)  799.781  (m)         2623.95   (f) ADJ UNCH    2 0
 FZ0799
 FZ0799.Superseded values are not recommended for survey control.
 FZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0799.See file dsdata.txt to determine how the superseded data were derived.
 FZ0799
 FZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA856429(NAD 83)
 FZ0799_MARKER: DB = BENCH MARK DISK
 FZ0799_SETTING: 0 = UNSPECIFIED SETTING
 FZ0799_STAMPING: A 88 1935
 FZ0799_MARK LOGO: CGS   
 FZ0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0799
 FZ0799  HISTORY     - Date     Condition        Report By
 FZ0799  HISTORY     - 1935     MONUMENTED       CGS
 FZ0799  HISTORY     - 20031217 SEE DESCRIPTION  NCGS
 FZ0799
 FZ0799                          STATION DESCRIPTION
 FZ0799
 FZ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0799'3.2 MI NW FROM SPARTA.
 FZ0799'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 21 FROM THE COUNTY
 FZ0799'COURTHOUSE AT SPARTA, ALLEGHANY COUNTY, 0.4 MILE NORTH OF THE
 FZ0799'JUNCTION OF U.S. HIGHWAY 221 AT TWIN OAKS, OPPOSITE A SMALL FEED
 FZ0799'MILL SHED, 29 FEET NORTH OF THE WEST END OF A 24-INCH CORRUGATED
 FZ0799'IRON PIPE CULVERT, 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0799'AND 1.4 FEET EAST OF A FENCE.
 FZ0799
 FZ0799                          STATION RECOVERY (2003)
 FZ0799
 FZ0799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0799'NOT FOUND. INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0152 ***********************************************************************
 FZ0152  DESIGNATION -  A 89
 FZ0152  PID         -  FZ0152
 FZ0152  STATE/COUNTY-  NC/SURRY
 FZ0152  USGS QUAD   -  SILOAM (1970)
 FZ0152
 FZ0152                         *CURRENT SURVEY CONTROL
 FZ0152  ___________________________________________________________________
 FZ0152* NAD 83(1986)-  36 15 41.     (N)    080 30 19.     (W)     SCALED    
 FZ0152* NAVD 88     -       240.570  (meters)     789.27   (feet)  ADJUSTED  
 FZ0152  ___________________________________________________________________
 FZ0152  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 FZ0152  DYNAMIC HT  -         240.342 (meters)     788.52  (feet)  COMP
 FZ0152  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 FZ0152
 FZ0152  VERT ORDER  -  SECOND    CLASS 0
 FZ0152
 FZ0152.The horizontal coordinates were scaled from a topographic map and have
 FZ0152.an estimated accuracy of +/- 6 seconds.
 FZ0152
 FZ0152.The orthometric height was determined by differential leveling
 FZ0152.and adjusted in June 1991.
 FZ0152
 FZ0152.The geoid height was determined by GEOID03.
 FZ0152
 FZ0152.The dynamic height is computed by dividing the NAVD 88
 FZ0152.geopotential number by the normal gravity value computed on the
 FZ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0152.degrees latitude (g = 980.6199 gals.).
 FZ0152
 FZ0152.The modeled gravity was interpolated from observed gravity values.
 FZ0152
 FZ0152;                    North         East    Units  Estimated Accuracy
 FZ0152;SPC NC       -   279,630.      474,330.      MT  (+/- 180 meters Scaled)
 FZ0152
 FZ0152                          SUPERSEDED SURVEY CONTROL
 FZ0152
 FZ0152  NGVD 29 (??/??/92)  240.74   (m)          789.8    (f) COMPUTED    2 0
 FZ0152
 FZ0152.Superseded values are not recommended for survey control.
 FZ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0152.See file dsdata.txt to determine how the superseded data were derived.
 FZ0152
 FZ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA444130(NAD 83)
 FZ0152_MARKER: DB = BENCH MARK DISK
 FZ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0152_STAMPING: A 89 1935
 FZ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0152+STABILITY: SURFACE MOTION
 FZ0152
 FZ0152  HISTORY     - Date     Condition        Report By
 FZ0152  HISTORY     - 1935     MONUMENTED       CGS
 FZ0152  HISTORY     - 1970     MARK NOT FOUND   LOCSUR
 FZ0152
 FZ0152                          STATION DESCRIPTION
 FZ0152
 FZ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0152'0.5 MI E FROM SHOAL.
 FZ0152'0.5 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SHOAL,
 FZ0152'SURRY COUNTY, 45 YARDS EAST OF MILEPOST 53, 100 YARDS WEST OF A
 FZ0152'SMALL WOODEN TRESTLE, AND 26 FEET NORTH OF THE NORTH RAIL.  A
 FZ0152'STANDARD DISK, STAMPED A 89 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0152'POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ0152
 FZ0152                          STATION RECOVERY (1970)
 FZ0152
 FZ0152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970
 FZ0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0854 ***********************************************************************
 FZ0854  DESIGNATION -  A 90
 FZ0854  PID         -  FZ0854
 FZ0854  STATE/COUNTY-  NC/WILKES
 FZ0854  USGS QUAD   -  WILKESBORO (1966)
 FZ0854
 FZ0854                         *CURRENT SURVEY CONTROL
 FZ0854  ___________________________________________________________________
 FZ0854* NAD 83(1986)-  36 09 54.     (N)    081 10 47.     (W)     SCALED    
 FZ0854* NAVD 88     -       360.986  (meters)    1184.33   (feet)  ADJUSTED  
 FZ0854  ___________________________________________________________________
 FZ0854  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 FZ0854  DYNAMIC HT  -         360.641 (meters)    1183.20  (feet)  COMP
 FZ0854  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 FZ0854
 FZ0854  VERT ORDER  -  SECOND    CLASS 0
 FZ0854
 FZ0854.The horizontal coordinates were scaled from a topographic map and have
 FZ0854.an estimated accuracy of +/- 6 seconds.
 FZ0854
 FZ0854.The orthometric height was determined by differential leveling
 FZ0854.and adjusted in June 1991.
 FZ0854
 FZ0854.The geoid height was determined by GEOID03.
 FZ0854
 FZ0854.The dynamic height is computed by dividing the NAVD 88
 FZ0854.geopotential number by the normal gravity value computed on the
 FZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0854.degrees latitude (g = 980.6199 gals.).
 FZ0854
 FZ0854.The modeled gravity was interpolated from observed gravity values.
 FZ0854
 FZ0854;                    North         East    Units  Estimated Accuracy
 FZ0854;SPC NC       -   270,060.      413,500.      MT  (+/- 180 meters Scaled)
 FZ0854
 FZ0854                          SUPERSEDED SURVEY CONTROL
 FZ0854
 FZ0854  NGVD 29 (??/??/92)  361.147  (m)         1184.86   (f) ADJ UNCH    2 0
 FZ0854
 FZ0854.Superseded values are not recommended for survey control.
 FZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0854.See file dsdata.txt to determine how the superseded data were derived.
 FZ0854
 FZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA838022(NAD 83)
 FZ0854_MARKER: DB = BENCH MARK DISK
 FZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0854_STAMPING: A 90 1935
 FZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0854+STABILITY: SURFACE MOTION
 FZ0854
 FZ0854  HISTORY     - Date     Condition        Report By
 FZ0854  HISTORY     - 1935     MONUMENTED       CGS
 FZ0854
 FZ0854                          STATION DESCRIPTION
 FZ0854
 FZ0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0854'2.1 MI W FROM NORTH WILKESBORO.
 FZ0854'2.1 MILES WEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ0854'AT NORTH WILKESBORO, WILKES COUNTY, 180 YARDS EAST OF A BROWN
 FZ0854'HOUSE NORTH OF THE HIGHWAY, 78 YARDS EAST OF THE EAST END OF
 FZ0854'A GUARD RAIL, 24.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 FZ0854'AND 4.5 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 FZ0854'STAMPED A 90 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FZ0854'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1528 ***********************************************************************
 EZ1528  DESIGNATION -  A 91
 EZ1528  PID         -  EZ1528
 EZ1528  STATE/COUNTY-  NC/MONTGOMERY
 EZ1528  USGS QUAD   -  STAR (1994)
 EZ1528
 EZ1528                         *CURRENT SURVEY CONTROL
 EZ1528  ___________________________________________________________________
 EZ1528* NAD 83(1986)-  35 22 41.     (N)    079 46 36.     (W)     SCALED    
 EZ1528* NAVD 88     -       187.024  (meters)     613.59   (feet)  ADJUSTED  
 EZ1528  ___________________________________________________________________
 EZ1528  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ1528  DYNAMIC HT  -         186.858 (meters)     613.05  (feet)  COMP
 EZ1528  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 EZ1528
 EZ1528  VERT ORDER  -  SECOND    CLASS 0
 EZ1528
 EZ1528.The horizontal coordinates were scaled from a topographic map and have
 EZ1528.an estimated accuracy of +/- 6 seconds.
 EZ1528
 EZ1528.The orthometric height was determined by differential leveling
 EZ1528.and adjusted in June 1991.
 EZ1528
 EZ1528.The geoid height was determined by GEOID03.
 EZ1528
 EZ1528.The dynamic height is computed by dividing the NAVD 88
 EZ1528.geopotential number by the normal gravity value computed on the
 EZ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1528.degrees latitude (g = 980.6199 gals.).
 EZ1528
 EZ1528.The modeled gravity was interpolated from observed gravity values.
 EZ1528
 EZ1528;                    North         East    Units  Estimated Accuracy
 EZ1528;SPC NC       -   180,880.      539,040.      MT  (+/- 180 meters Scaled)
 EZ1528
 EZ1528                          SUPERSEDED SURVEY CONTROL
 EZ1528
 EZ1528  NGVD 29 (??/??/92)  187.244  (m)          614.32   (f) ADJ UNCH    2 0
 EZ1528
 EZ1528.Superseded values are not recommended for survey control.
 EZ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1528.See file dsdata.txt to determine how the superseded data were derived.
 EZ1528
 EZ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV111156(NAD 83)
 EZ1528_MARKER: DB = BENCH MARK DISK
 EZ1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1528_SP_SET: CONCRETE POST
 EZ1528_STAMPING: A 91 1935
 EZ1528_MARK LOGO: CGS   
 EZ1528_PROJECTION: RECESSED 3 CENTIMETERS
 EZ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1528+STABILITY: SURFACE MOTION
 EZ1528
 EZ1528  HISTORY     - Date     Condition        Report By
 EZ1528  HISTORY     - 1935     MONUMENTED       CGS
 EZ1528  HISTORY     - 1963     GOOD             NGS
 EZ1528  HISTORY     - 1981     GOOD             NCGS
 EZ1528
 EZ1528                          STATION DESCRIPTION
 EZ1528
 EZ1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1528'1.3 MI N FROM BISCOE.
 EZ1528'ALONG NORFOLK AND SOUTHERN RAILWAY LOCATED 1.3 MILES NORTH OF
 EZ1528'CROSSING OF STATE HWY 74 AND RAILROAD AT BISCOE, 1.7 MILES
 EZ1528'SOUTH OF OVERHEAD RAILROAD BRIDGE OVER RAILROAD AT STAR, 60
 EZ1528'YARDS SOUTHEAST OF CENTERLINE OF PRIVATE ROAD CROSSING RAILROAD,
 EZ1528'47.6 FEET NORTHEAST OF M.P. 25, 30 FEET EAST OF EAST RAIL OF
 EZ1528'TRACK, ON TANGENT TO NORTHEAST RAIL OF TRACK.  STANDARD TABLET
 EZ1528'SET IN TOP OF CONCRETE POST 1 INCH ABOVE GROUND AND STAMPED
 EZ1528'A 91 1935.  NOTE-- ADDITIONAL DESCRIPTION-- 30.6 FT. E OF THE
 EZ1528'E RAIL OF THE R.R., 210 FT. SSE OF PRIVATE ROAD CROSSING THE
 EZ1528'R.R., 48 FT. NE OF MILE POST NO. 25, 92 FT. W OF THE CENTERLINE
 EZ1528'OF U.S. HIGHWAY 220.
 EZ1528
 EZ1528                          STATION RECOVERY (1963)
 EZ1528
 EZ1528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EZ1528'RECOVERED IN GOOD CONDITION.
 EZ1528
 EZ1528                          STATION RECOVERY (1981)
 EZ1528
 EZ1528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1528'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 MILES
 EZ1528'NORTH ALONG US 220A, FROM THE NC 24-NC 27 CROSSING IN BISCOE, IN THIN
 EZ1528'ROW OF TREES APPROXIMATELY 200 FEET NORTHWEST OF INTERSECTION WITH SR
 EZ1528'1372, AND BETWEEN HIGHWAY AND RAIL ROAD, 87.4 FEET WEST OF CENTERLINE
 EZ1528'OF HIGHWAY, 30.6 FEET EAST OF EAST RAIL OF TRACKS, 48.5 FEET
 EZ1528'NORTHEAST OF MILE POST 25, 4.0 FEET SOUTH-SOUTHWEST OF 10 INCH GUM
 EZ1528'AND 13.0 FEET NORTH OF 8 INCH PINE BOTH WITH REFERENCE TAGS.
 EZ1528'THE MARK IS 3 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1611 ***********************************************************************
 EZ1611  DESIGNATION -  A 92
 EZ1611  PID         -  EZ1611
 EZ1611  STATE/COUNTY-  NC/RANDOLPH
 EZ1611  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ1611
 EZ1611                         *CURRENT SURVEY CONTROL
 EZ1611  ___________________________________________________________________
 EZ1611* NAD 83(1986)-  35 54 26.     (N)    079 59 28.     (W)     SCALED    
 EZ1611* NAVD 88     -       258.733  (meters)     848.86   (feet)  ADJUSTED  
 EZ1611  ___________________________________________________________________
 EZ1611  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EZ1611  DYNAMIC HT  -         258.511 (meters)     848.13  (feet)  COMP
 EZ1611  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 EZ1611
 EZ1611  VERT ORDER  -  FIRST     CLASS II
 EZ1611
 EZ1611.The horizontal coordinates were scaled from a topographic map and have
 EZ1611.an estimated accuracy of +/- 6 seconds.
 EZ1611
 EZ1611.The orthometric height was determined by differential leveling
 EZ1611.and adjusted in June 1991.
 EZ1611
 EZ1611.The geoid height was determined by GEOID03.
 EZ1611
 EZ1611.The dynamic height is computed by dividing the NAVD 88
 EZ1611.geopotential number by the normal gravity value computed on the
 EZ1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1611.degrees latitude (g = 980.6199 gals.).
 EZ1611
 EZ1611.The modeled gravity was interpolated from observed gravity values.
 EZ1611
 EZ1611;                    North         East    Units  Estimated Accuracy
 EZ1611;SPC NC       -   239,750.      520,140.      MT  (+/- 180 meters Scaled)
 EZ1611
 EZ1611                          SUPERSEDED SURVEY CONTROL
 EZ1611
 EZ1611  NGVD 29 (??/??/92)  258.963  (m)          849.61   (f) ADJ UNCH    1 2
 EZ1611
 EZ1611.Superseded values are not recommended for survey control.
 EZ1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1611.See file dsdata.txt to determine how the superseded data were derived.
 EZ1611
 EZ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV910741(NAD 83)
 EZ1611_MARKER: DB = BENCH MARK DISK
 EZ1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1611_STAMPING: A 92 1935
 EZ1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1611+STABILITY: SURFACE MOTION
 EZ1611
 EZ1611  HISTORY     - Date     Condition        Report By
 EZ1611  HISTORY     - 1935     MONUMENTED       CGS
 EZ1611  HISTORY     - 1949     MARK NOT FOUND   NGS
 EZ1611  HISTORY     - 1949     MARK NOT FOUND   USGS
 EZ1611  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EZ1611  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 EZ1611
 EZ1611                          STATION DESCRIPTION
 EZ1611
 EZ1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EZ1611'0.5 MI NW FROM TRINITY.
 EZ1611'0.5 MILE NORTHWEST ALONG THE HIGH POINT, RANDLEMAN, ASHEBORO
 EZ1611'AND SOUTHERN RAILROAD FROM THE STATION AT TRINITY, RANDOLPH
 EZ1611'COUNTY, 157 FEET EAST OF MILEPOST 4, ON A BANK AT THE NORTHWEST
 EZ1611'END OF A SMALL CUT, 3-1/2 POLES NORTHWEST OF A WHISTLE POST,
 EZ1611'97 YARDS NORTHWEST OF THE CENTER OF A PRIVATE-ROAD CROSSING,
 EZ1611'AT A CURVE, ON THE PROLONGATION OF THE SOUTHWEST RAIL OF THE
 EZ1611'NORTHWEST TANGENT, 18.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 EZ1611'1/2 FOOT UNDERGROUND AND SET IN THE TOP OF A CONCRETE POST.
 EZ1611'NOTE-- RAILROAD IS NOW ABANDONED.
 EZ1611
 EZ1611                          STATION RECOVERY (1949)
 EZ1611
 EZ1611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 EZ1611'MARK NOT FOUND.
 EZ1611
 EZ1611                          STATION RECOVERY (1975)
 EZ1611
 EZ1611'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EZ1611'MARK NOT FOUND.
 EZ1611
 EZ1611                          STATION RECOVERY (2004)
 EZ1611
 EZ1611'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0187 ***********************************************************************
 FZ0187  DESIGNATION -  A 94
 FZ0187  PID         -  FZ0187
 FZ0187  STATE/COUNTY-  NC/STOKES
 FZ0187  USGS QUAD   -  DANBURY (1984)
 FZ0187
 FZ0187                         *CURRENT SURVEY CONTROL
 FZ0187  ___________________________________________________________________
 FZ0187* NAD 83(1986)-  36 26 00.     (N)    080 14 34.     (W)     SCALED    
 FZ0187* NAVD 88     -       222.938  (meters)     731.42   (feet)  ADJUSTED  
 FZ0187  ___________________________________________________________________
 FZ0187  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 FZ0187  DYNAMIC HT  -         222.734 (meters)     730.75  (feet)  COMP
 FZ0187  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 FZ0187
 FZ0187  VERT ORDER  -  SECOND    CLASS 0
 FZ0187
 FZ0187.The horizontal coordinates were scaled from a topographic map and have
 FZ0187.an estimated accuracy of +/- 6 seconds.
 FZ0187
 FZ0187.The orthometric height was determined by differential leveling
 FZ0187.and adjusted in June 1991.
 FZ0187
 FZ0187.The geoid height was determined by GEOID03.
 FZ0187
 FZ0187.The dynamic height is computed by dividing the NAVD 88
 FZ0187.geopotential number by the normal gravity value computed on the
 FZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0187.degrees latitude (g = 980.6199 gals.).
 FZ0187
 FZ0187.The modeled gravity was interpolated from observed gravity values.
 FZ0187
 FZ0187;                    North         East    Units  Estimated Accuracy
 FZ0187;SPC NC       -   298,380.      498,160.      MT  (+/- 180 meters Scaled)
 FZ0187
 FZ0187                          SUPERSEDED SURVEY CONTROL
 FZ0187
 FZ0187  NGVD 29 (??/??/92)  223.105  (m)          731.97   (f) ADJ UNCH    2 0
 FZ0187
 FZ0187.Superseded values are not recommended for survey control.
 FZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0187.See file dsdata.txt to determine how the superseded data were derived.
 FZ0187
 FZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA678322(NAD 83)
 FZ0187_MARKER: DB = BENCH MARK DISK
 FZ0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0187_SP_SET: BRIDGE
 FZ0187_STAMPING: A 94 1935
 FZ0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0187
 FZ0187  HISTORY     - Date     Condition        Report By
 FZ0187  HISTORY     - 1935     MONUMENTED       CGS
 FZ0187  HISTORY     - 1935     GOOD             NCGS
 FZ0187  HISTORY     - 1984     GOOD             USPSQD
 FZ0187
 FZ0187                          STATION DESCRIPTION
 FZ0187
 FZ0187'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1935
 FZ0187'3.2 MI NW FROM DANBURY.
 FZ0187'NEW DESCRIPTION-- TO REACH STATION FROM COURTHOUSE IN DANBURY,
 FZ0187'PROCEED NW ALONG NC 89 AND 8 FOR 3.2 MI. TO NW END OF BUCK ISLAND
 FZ0187'BRIDGE OVER THE DAN RIVER AND STATION ON THE NE WINGWALL, 75 YDS.
 FZ0187'SE OF FORKS OF NC 89 AND NC 8, 12.5 FT NE OF C/L OF NC 8 AND 89,
 FZ0187'2.6 FT E OF CORNER OF BRIDGE RAIL, AND 10.7 FT SW OF PP WITH
 FZ0187'ALUMINUM REF. TAG.  STANDARD NGS DISK SET FLUSH IN A DRILL HOLE
 FZ0187'IN CONCRETE WINGWALL.
 FZ0187
 FZ0187                          STATION RECOVERY (1984)
 FZ0187
 FZ0187'RECOVERY NOTE BY US POWER SQUADRON 1984
 FZ0187'ABOUT 3.0 MILES (NOT 3.2) ALONG STATE HIGHWAY 8 (NOT 109) FROM COUNTY
 FZ0187'COUNRTHOUSE AT DANBURY. ALSO DISK IS IN NORTHWEST END (NOT EAST) OF
 FZ0187'THE NORTH BACKWALL AND 14 FT. NORTHEAST (NOT EAST) AT THE HIGHWAY
 FZ0187'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0172 ***********************************************************************
 FA0172  DESIGNATION -  A 96
 FA0172  PID         -  FA0172
 FA0172  STATE/COUNTY-  NC/CABARRUS
 FA0172  USGS QUAD   -  MOUNT PLEASANT (1980)
 FA0172
 FA0172                         *CURRENT SURVEY CONTROL
 FA0172  ___________________________________________________________________
 FA0172* NAD 83(1986)-  35 23 16.     (N)    080 23 33.     (W)     SCALED    
 FA0172* NAVD 88     -       174.616  (meters)     572.89   (feet)  ADJUSTED  
 FA0172  ___________________________________________________________________
 FA0172  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA0172  DYNAMIC HT  -         174.461 (meters)     572.38  (feet)  COMP
 FA0172  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 FA0172
 FA0172  VERT ORDER  -  SECOND    CLASS 0
 FA0172
 FA0172.The horizontal coordinates were scaled from a topographic map and have
 FA0172.an estimated accuracy of +/- 6 seconds.
 FA0172
 FA0172.The orthometric height was determined by differential leveling
 FA0172.and adjusted in June 1991.
 FA0172
 FA0172.The geoid height was determined by GEOID03.
 FA0172
 FA0172.The dynamic height is computed by dividing the NAVD 88
 FA0172.geopotential number by the normal gravity value computed on the
 FA0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0172.degrees latitude (g = 980.6199 gals.).
 FA0172
 FA0172.The modeled gravity was interpolated from observed gravity values.
 FA0172
 FA0172;                    North         East    Units  Estimated Accuracy
 FA0172;SPC NC       -   182,570.      483,110.      MT  (+/- 180 meters Scaled)
 FA0172
 FA0172                          SUPERSEDED SURVEY CONTROL
 FA0172
 FA0172  NGVD 29 (??/??/92)  174.873  (m)          573.73   (f) ADJ UNCH    2 0
 FA0172
 FA0172.Superseded values are not recommended for survey control.
 FA0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0172.See file dsdata.txt to determine how the superseded data were derived.
 FA0172
 FA0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV551162(NAD 83)
 FA0172_MARKER: DB = BENCH MARK DISK
 FA0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0172_SP_SET: CULVERT
 FA0172_STAMPING: A 96 1935
 FA0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0172
 FA0172  HISTORY     - Date     Condition        Report By
 FA0172  HISTORY     - 1935     MONUMENTED       CGS
 FA0172  HISTORY     - 1962     GOOD             NGS
 FA0172  HISTORY     - 1986     GOOD             USPSQD
 FA0172  HISTORY     - 1987     GOOD             USPSQD
 FA0172  HISTORY     - 19981026 GOOD             USPSQD
 FA0172
 FA0172                          STATION DESCRIPTION
 FA0172
 FA0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FA0172'2.6 MI E FROM MOUNT PLEASANT.
 FA0172'2.6 MILES EAST ALONG STATE HIGHWAY 73 FROM THE JUNCTION OF
 FA0172'STATE HIGHWAY 62 AT MOUNT PLEASANT, CABARRUS COUNTY, 300 YARDS
 FA0172'WEST OF THE ENTRANCE TO A CHURCH NORTH OF THE HIGHWAY, AT A
 FA0172'20- BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTH CONCRETE
 FA0172'HEADWALL, 4.3 FEET EAST OF THE WEST END, AND 17 FEET NORTH OF THE
 FA0172'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 96 1935.
 FA0172
 FA0172                          STATION RECOVERY (1986)
 FA0172
 FA0172'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA0172'RECOVERED IN GOOD CONDITION.
 FA0172
 FA0172                          STATION RECOVERY (1987)
 FA0172
 FA0172'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA0172'RECOVERED IN GOOD CONDITION.
 FA0172
 FA0172                          STATION RECOVERY (1998)
 FA0172
 FA0172'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0121 ***********************************************************************
 FA0121  DESIGNATION -  A 97
 FA0121  PID         -  FA0121
 FA0121  STATE/COUNTY-  NC/DAVIDSON
 FA0121  USGS QUAD   -  LEXINGTON WEST (1994)
 FA0121
 FA0121                         *CURRENT SURVEY CONTROL
 FA0121  ___________________________________________________________________
 FA0121* NAD 83(1986)-  35 48 39.     (N)    080 15 59.     (W)     SCALED    
 FA0121* NAVD 88     -       228.502  (meters)     749.68   (feet)  ADJUSTED  
 FA0121  ___________________________________________________________________
 FA0121  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FA0121  DYNAMIC HT  -         228.300 (meters)     749.01  (feet)  COMP
 FA0121  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 FA0121
 FA0121  VERT ORDER  -  SECOND    CLASS II
 FA0121
 FA0121.The horizontal coordinates were scaled from a topographic map and have
 FA0121.an estimated accuracy of +/- 6 seconds.
 FA0121
 FA0121.The orthometric height was determined by differential leveling
 FA0121.and adjusted in July 1999.
 FA0121.No vertical observational check was made to the station.
 FA0121
 FA0121.The geoid height was determined by GEOID03.
 FA0121
 FA0121.The dynamic height is computed by dividing the NAVD 88
 FA0121.geopotential number by the normal gravity value computed on the
 FA0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0121.degrees latitude (g = 980.6199 gals.).
 FA0121
 FA0121.The modeled gravity was interpolated from observed gravity values.
 FA0121
 FA0121;                    North         East    Units  Estimated Accuracy
 FA0121;SPC NC       -   229,340.      495,160.      MT  (+/- 180 meters Scaled)
 FA0121
 FA0121                          SUPERSEDED SURVEY CONTROL
 FA0121
 FA0121  NAVD 88 (06/15/91)  228.500  (m)          749.67   (f) UNKNOWN     1 2
 FA0121  NGVD 29 (??/??/92)  228.719  (m)          750.39   (f) ADJ UNCH    1 2
 FA0121
 FA0121.Superseded values are not recommended for survey control.
 FA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0121.See file dsdata.txt to determine how the superseded data were derived.
 FA0121
 FA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV662632(NAD 83)
 FA0121_MARKER: DB = BENCH MARK DISK
 FA0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0121_SP_SET: BUILDING
 FA0121_STAMPING: A 97 1934
 FA0121_MARK LOGO: CGS   
 FA0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0121+STABILITY: SURFACE MOTION
 FA0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA0121+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1998
 FA0121
 FA0121  HISTORY     - Date     Condition        Report By
 FA0121  HISTORY     - 1934     MONUMENTED       CGS
 FA0121  HISTORY     - 1949     GOOD             NGS
 FA0121  HISTORY     - 19981202 GOOD             NCGS
 FA0121
 FA0121                          STATION DESCRIPTION
 FA0121
 FA0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FA0121'1.2 MI S FROM LEXINGTON.
 FA0121'1.2 MILES SOUTH ALONG THE WINSTON-SALEM SOUTHBOUND RAILROAD FROM
 FA0121'THE STATION AT LEXINGTON, DAVIDSON COUNTY, ABOUT 200 YARDS NORTH
 FA0121'OF MILEPOST 22 AT THE OVER PASS OF THE SOUTHERN RAILROAD AND
 FA0121'DIRECTLY UNDER THE COUNTY ROAD OVERPASS, 75 FEET NORTH ALONG
 FA0121'THE WINSTON-SALEM SOUTHBOUND RAILROAD FROM THE OVERPASS OF THE
 FA0121'SOUTHERN RAILROAD 23.6 FEET EAST OF THE EAST RAIL OF MAIN TRACK
 FA0121'OF WINSTON-SALEM SOUTHBOUND RAILROAD AND 10 FEET EAST OF THE EAST
 FA0121'RAIL OF A SWITCH, 5 FEET ABOVE THE GROUND AND SET VERTICALLY
 FA0121'IN THE BACKWALL OF HIGHWAY OVERPASS, A STANDARD DISK STAMPED A
 FA0121'97 1934.
 FA0121
 FA0121                          STATION RECOVERY (1998)
 FA0121
 FA0121'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 FA0121'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  PROCEED ALONG
 FA0121'MAIN STREET-US 29/70 BUSINESS FOR 1.2 MI (1.9 KM) SOUTHWEST FROM
 FA0121'CENTER STREET, IN LEXINGTON, THENCE SOUTHEAST FOR 0.1 MI (0.2 KM)
 FA0121'ALONG EAST 13TH AVENUE, THENCE NORTHEAST FOR 0.1 MI (0.2 KM) ALONG
 FA0121'SOUTH SALISBURY STREET TO BRIDGE OVER THE WINSTON SALEM SOUTHBOUND
 FA0121'RAILROAD UNDERPASS. DISK IS SET VERTICALLY IN EAST RETAINING WALL
 FA0121'BELOW THE BRIDGE ON THE EAST SIDE OF THE RAILROAD TRACKS AS DESCRIBED.
 FA0121'CONCRETE STRUCTURE OF OVERPASS HAS BEEN DAMAGED BY GROUND MOVEMENT AND
 FA0121'ELEVATION OF MARK MAY BE IN QUESTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1286 ***********************************************************************
 FX1286  DESIGNATION -  A 99
 FX1286  PID         -  FX1286
 FX1286  STATE/COUNTY-  NC/HALIFAX
 FX1286  USGS QUAD   -  HOBGOOD (1962)
 FX1286
 FX1286                         *CURRENT SURVEY CONTROL
 FX1286  ___________________________________________________________________
 FX1286* NAD 83(1986)-  36 02 32.     (N)    077 23 17.     (W)     SCALED    
 FX1286* NAVD 88     -        25.240  (meters)      82.81   (feet)  POSTED    
 FX1286  ___________________________________________________________________
 FX1286  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 FX1286  DYNAMIC HT  -          25.220 (meters)      82.74  (feet)  COMP
 FX1286  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 FX1286
 FX1286  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1286
 FX1286.The horizontal coordinates were scaled from a topographic map and have
 FX1286.an estimated accuracy of +/- 6 seconds.
 FX1286
 FX1286.The orthometric height was determined by differential leveling
 FX1286.and adjusted by the  in 1992.
 FX1286.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1286.rate of 1.1 thru 2.0 mm/km.
 FX1286
 FX1286.The geoid height was determined by GEOID03.
 FX1286
 FX1286.The dynamic height is computed by dividing the NAVD 88
 FX1286.geopotential number by the normal gravity value computed on the
 FX1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1286.degrees latitude (g = 980.6199 gals.).
 FX1286
 FX1286.The modeled gravity was interpolated from observed gravity values.
 FX1286
 FX1286;                    North         East    Units  Estimated Accuracy
 FX1286;SPC NC       -   255,470.      754,850.      MT  (+/- 180 meters Scaled)
 FX1286
 FX1286                          SUPERSEDED SURVEY CONTROL
 FX1286
 FX1286  NGVD 29 (??/??/92)   25.576  (m)           83.91   (f) ADJ UNCH    2 0
 FX1286
 FX1286.Superseded values are not recommended for survey control.
 FX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1286.See file dsdata.txt to determine how the superseded data were derived.
 FX1286
 FX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE848912(NAD 83)
 FX1286_MARKER: DB = BENCH MARK DISK
 FX1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1286_STAMPING: A 99 1935
 FX1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1286+STABILITY: SURFACE MOTION
 FX1286
 FX1286  HISTORY     - Date     Condition        Report By
 FX1286  HISTORY     - 1935     MONUMENTED       CGS
 FX1286  HISTORY     - 19930624 MARK NOT FOUND   NCGS
 FX1286
 FX1286                          STATION DESCRIPTION
 FX1286
 FX1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FX1286'1 MI NE FROM HOBGOOD.
 FX1286'1.0 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1286'THE STATION AT HOBGOOD, ABOUT 48 YARDS SOUTHWEST OF MILEPOST
 FX1286'87, AND 44.3 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD
 FX1286'DISK, STAMPED A 99 1935 AND SET IN THE TOP OF A CONCRETE POST
 FX1286'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 FX1286
 FX1286                          STATION RECOVERY (1993)
 FX1286
 FX1286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX1286'STATION WAS SEARCHED FOR BUT NOT FOUND.  A 20-MINUTE SEARCH FOUND
 FX1286'NOTHING.  DEPOT, RAILROAD TRACK, AND MILE POST 87 ARE GONE.  THE
 FX1286'STATION IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3493 ***********************************************************************
 FY3493  HT_MOD      -  This is a Height Modernization Survey Station.
 FY3493  DESIGNATION -  A AND T
 FY3493  PID         -  FY3493
 FY3493  STATE/COUNTY-  NC/GUILFORD
 FY3493  USGS QUAD   -  MC LEANSVILLE (1968)
 FY3493
 FY3493                         *CURRENT SURVEY CONTROL
 FY3493  ___________________________________________________________________
 FY3493* NAD 83(2007)-  36 03 23.14410(N)    079 44 43.16353(W)     ADJUSTED  
 FY3493* NAVD 88     -       228.70   (meters)     750.3    (feet)  GPS OBS   
 FY3493  ___________________________________________________________________
 FY3493  EPOCH DATE  -        2002.00
 FY3493  X           -     919,043.960 (meters)                     COMP
 FY3493  Y           -  -5,080,011.571 (meters)                     COMP
 FY3493  Z           -   3,733,371.957 (meters)                     COMP
 FY3493  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 FY3493  ELLIP HEIGHT-         198.061 (meters)          (02/10/07) ADJUSTED
 FY3493  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FY3493
 FY3493  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3493  Type    PID    Designation                      North   East  Ellip
 FY3493  -------------------------------------------------------------------
 FY3493  NETWORK FY3493 A AND T                           1.10   0.94   1.65
 FY3493  -------------------------------------------------------------------
 FY3493
 FY3493.The horizontal coordinates were established by GPS observations
 FY3493.and adjusted by the National Geodetic Survey in February 2007.
 FY3493
 FY3493.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3493.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3493.The horizontal coordinates are valid at the epoch date displayed above.
 FY3493.The epoch date for horizontal control is a decimal equivalence
 FY3493.of Year/Month/Day.
 FY3493
 FY3493.The orthometric height was determined by GPS observations and a
 FY3493.high-resolution geoid model.
 FY3493.The orthometric height was determined by GPS observations and a
 FY3493.high-resolution geoid model using precise GPS observation and
 FY3493.processing techniques.
 FY3493
 FY3493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3493
 FY3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3493
 FY3493.The ellipsoidal height was determined by GPS observations
 FY3493.and is referenced to NAD 83.
 FY3493
 FY3493.The geoid height was determined by GEOID03.
 FY3493
 FY3493;                    North         East     Units Scale Factor Converg.
 FY3493;SPC NC       -   256,113.902   542,450.610   MT  0.99997110   -0 25 48.6
 FY3493;SPC NC       -   840,267.03  1,779,690.04   sFT  0.99997110   -0 25 48.6
 FY3493;UTM  17      - 3,990,935.586   613,003.221   MT  0.99975734   +0 44 18.8
 FY3493
 FY3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3493!SPC NC       -   0.99996892  x   0.99997110  =   0.99994002
 FY3493!UTM  17      -   0.99996892  x   0.99975734  =   0.99972626
 FY3493
 FY3493:                Primary Azimuth Mark                     Grid Az
 FY3493:SPC NC       -  MED RESET                                123 53 55.4
 FY3493:UTM  17      -  MED RESET                                122 43 48.0
 FY3493
 FY3493|---------------------------------------------------------------------|
 FY3493| PID    Reference Object                     Distance      Geod. Az  |
 FY3493|                                                           dddmmss.s |
 FY3493| FY3505 MED RESET                           APPROX. 1.1 KM 1232806.8 |
 FY3493| DE9396 16E 200                             APPROX. 0.5 KM 2914525.4 |
 FY3493|---------------------------------------------------------------------|
 FY3493
 FY3493                          SUPERSEDED SURVEY CONTROL
 FY3493
 FY3493  NAD 83(2001)-  36 03 23.14422(N)    079 44 43.16331(W) AD(       ) 1
 FY3493  ELLIP H (03/13/03)  198.050  (m)                       GP(       ) 4 2
 FY3493  NAD 83(1986)-  36 03 23.15062(N)    079 44 43.16990(W) AD(       ) 1
 FY3493  NAD 83(1993)-  36 03 23.15021(N)    079 44 43.16869(W) AD(       ) 2
 FY3493  NAD 83(1986)-  36 03 23.15083(N)    079 44 43.16925(W) AD(       ) 2
 FY3493  NAD 27      -  36 03 22.66373(N)    079 44 44.06688(W) AD(       ) 2
 FY3493  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG    3  
 FY3493
 FY3493.Superseded values are not recommended for survey control.
 FY3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3493.See file dsdata.txt to determine how the superseded data were derived.
 FY3493
 FY3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1300390936(NAD 83)
 FY3493_MARKER: DE = TRAVERSE STATION DISK
 FY3493_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY3493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3493_STAMPING: A AND T 1963
 FY3493_MARK LOGO: NCGS  
 FY3493_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3493+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1999
 FY3493
 FY3493  HISTORY     - Date     Condition        Report By
 FY3493  HISTORY     - 1963     MONUMENTED       NCGS
 FY3493  HISTORY     - 19910124 SEE DESCRIPTION  NCGS
 FY3493  HISTORY     - 19990101 SEE DESCRIPTION  NC1940
 FY3493  HISTORY     - 20050306 POOR             USPSQD
 FY3493
 FY3493                          STATION DESCRIPTION
 FY3493
 FY3493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3493'A AND T IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3493'NORTH CAROLINA.  STATION IS 2.8 MILES SE OF GREENSBORO, LOCATED
 FY3493'ALONG LEE STREET OR NC 6, 0.7 MILES NW OF I 85 AND 1.3 MILES SE
 FY3493'OF U.S. 29 AND 70, IN PASTURE APPROXIMATELY 200 FT NE OF NC 6,
 FY3493'ON CREST OF SMALL HILL.
 FY3493'
 FY3493'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3493'A AND T 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3493'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3493'
 FY3493'MARK IS
 FY3493'
 FY3493'121.4 FT NE OF 3 LEAD NAILS IN 6 INCH CEDAR FENCE POST
 FY3493'
 FY3493'90.6 FT NE OF 3 LEAD NAILS IN 40 INCH OAK TREE
 FY3493'
 FY3493'124.5 FT SE OF 3 LEAD NAILS IN BRACED FENCE POST
 FY3493'
 FY3493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3493
 FY3493                          STATION RECOVERY (1991)
 FY3493
 FY3493'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY3493'RECOVERED AS DESCRIBED. STATION WAS FOUND WITH DISK GONE BUT STEM
 FY3493'STILL INTACT. DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 FY3493'CORRECTION. LOCATED 141.2 FT (43.0 M) SOUTHWEST OF BRACED FENCE POST
 FY3493'WITH A REFERENCE TAG.
 FY3493
 FY3493                          STATION RECOVERY (1999)
 FY3493
 FY3493'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 FY3493'RECOVERED AS DESCRIBED IN 1991. DISK IS GONE AND STEM OF DISK WAS USED
 FY3493'AS CENTER POINT.
 FY3493
 FY3493                          STATION RECOVERY (2005)
 FY3493
 FY3493'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 FY3493'A MARKER WAS LOCATED BY GPS COORDINATES.  THE DISK WAS MISSING AND HAS
 FY3493'BEEN REPLACED WITH A PRIVATE CONTRACTERS CAP BEARING THE MARKINGS HSMM
 FY3493'AND A PHONE NUMBER 669-4491.  (AREA CODE 336) THE FENCE POSTS AND OAK
 FY3493'TREE WERE NOT EVIDENT AND SHOULD BE DELETED FROM THE DESCRIPTION.
 FY3493' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5660 ***********************************************************************
 EY5660  DESIGNATION -  A BENNETT
 EY5660  PID         -  EY5660
 EY5660  STATE/COUNTY-  NC/WASHINGTON
 EY5660  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY5660
 EY5660                         *CURRENT SURVEY CONTROL
 EY5660  ___________________________________________________________________
 EY5660* NAD 83(2001)-  35 46 49.97106(N)    076 43 46.39965(W)     ADJUSTED  
 EY5660* NAVD 88     -         8.2    (meters)      27.     (feet)  VERTCON   
 EY5660  ___________________________________________________________________
 EY5660  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 EY5660  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 EY5660  HORZ ORDER  -  SECOND
 EY5660
 EY5660.The horizontal coordinates were established by classical geodetic methods
 EY5660.and adjusted by the National Geodetic Survey in August 2005.
 EY5660
 EY5660.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5660
 EY5660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5660
 EY5660.The geoid height was determined by GEOID03.
 EY5660
 EY5660;                    North         East     Units Scale Factor Converg.
 EY5660;SPC NC       -   227,599.695   814,843.205   MT  0.99991508   +1 18 37.6
 EY5660;SPC NC       -   746,716.67  2,673,364.75   sFT  0.99991508   +1 18 37.6
 EY5660;UTM  18      - 3,960,988.130   343,680.974   MT  0.99990111   -1 00 41.2
 EY5660
 EY5660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5660!SPC NC       -   1.00000448  x   0.99991508  =   0.99991956
 EY5660!UTM  18      -   1.00000448  x   0.99990111  =   0.99990559
 EY5660
 EY5660                          SUPERSEDED SURVEY CONTROL
 EY5660
 EY5660  NAD 83(1986)-  35 46 49.98300(N)    076 43 46.40990(W) AD(       ) 2
 EY5660  NGVD 29 (12/10/90)    8.6    (m)           28.     (f) VERT ANG    3  
 EY5660
 EY5660.Superseded values are not recommended for survey control.
 EY5660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5660.See file dsdata.txt to determine how the superseded data were derived.
 EY5660
 EY5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4368160988(NAD 83)
 EY5660_MARKER: DH = HORIZONTAL CONTROL DISK
 EY5660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5660_STAMPING: A BENNETT 1978
 EY5660_MARK LOGO: NCGS  
 EY5660_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY5660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5660+STABILITY: SURFACE MOTION
 EY5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5660+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 EY5660
 EY5660  HISTORY     - Date     Condition        Report By
 EY5660  HISTORY     - 1978     MONUMENTED       NCGS
 EY5660  HISTORY     - 1985     GOOD             USPSQD
 EY5660  HISTORY     - 19890821 GOOD             NCGS
 EY5660
 EY5660                          STATION DESCRIPTION
 EY5660
 EY5660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5660'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF WENONA AND
 EY5660'6.0 MILES SOUTH OF PLYMOUTH.
 EY5660'
 EY5660'TO REACH THE STATION FROM THE JUNCTION OF NC 99 WITH NC 32, 5.0 MILES
 EY5660'SOUTH OF PLYMOUTH, PROCEED SOUTHERLY ALONG NC 32 FOR 1.05 MILES TO A
 EY5660'FIELD ROAD ON THE RIGHT AND STATION NORTHEAST OF HAMILTON PHELPS BRICK
 EY5660'HOUSE AND 0.2 MILE NORTH OF UNION CHAPEL.
 EY5660'
 EY5660'STATION MARK IS A STANDARD DISK STAMPED---A BENNETT 1978---,SET IN THE
 EY5660'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EY5660'SURFACE.  THE MARK IS 20.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 EY5660'NC 32, 6.1 FEET EAST OF THE SOUTHWEST END OF A CULVERT UNDER A FIELD
 EY5660'ROAD, 16.6 FEET SOUTH OF THE NORTHEAST END OF A CULVERT UNDER A FIELD
 EY5660'ROAD, 47.8 FEET SOUTH-SOUTHEAST OF POWER POLE PA 112 WITH REFERENCE
 EY5660'TAG AND 64.7 FEET NORTH-NORTHWEST OF--SPEED LIMIT--SIGN POST WITH
 EY5660'REFERENCE TAG.
 EY5660
 EY5660                          STATION RECOVERY (1985)
 EY5660
 EY5660'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY5660'RECOVERED IN GOOD CONDITION.
 EY5660
 EY5660                          STATION RECOVERY (1989)
 EY5660
 EY5660'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY5660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6821 ***********************************************************************
 AB6821  CBN         -  This is a Cooperative Base Network Control Station.
 AB6821  DESIGNATION -  A EARL SMITH
 AB6821  PID         -  AB6821
 AB6821  STATE/COUNTY-  NC/WAKE
 AB6821  USGS QUAD   -  APEX (1993)
 AB6821
 AB6821                         *CURRENT SURVEY CONTROL
 AB6821  ___________________________________________________________________
 AB6821* NAD 83(2007)-  35 44 57.32898(N)    078 51 09.25829(W)     ADJUSTED  
 AB6821* NAVD 88     -       148.840  (meters)     488.32   (feet)  ADJUSTED  
 AB6821  ___________________________________________________________________
 AB6821  EPOCH DATE  -        2002.00
 AB6821  X           -   1,001,934.595 (meters)                     COMP
 AB6821  Y           -  -5,084,620.761 (meters)                     COMP
 AB6821  Z           -   3,705,716.081 (meters)                     COMP
 AB6821  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 AB6821  ELLIP HEIGHT-         116.695 (meters)          (02/10/07) ADJUSTED
 AB6821  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AB6821  DYNAMIC HT  -         148.711 (meters)     487.90  (feet)  COMP
 AB6821
 AB6821  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6821  Type    PID    Designation                      North   East  Ellip
 AB6821  -------------------------------------------------------------------
 AB6821  NETWORK AB6821 A EARL SMITH                      0.20   0.18   0.49
 AB6821  -------------------------------------------------------------------
 AB6821  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 AB6821
 AB6821  VERT ORDER  -  SECOND    CLASS II
 AB6821
 AB6821.The horizontal coordinates were established by GPS observations
 AB6821.and adjusted by the National Geodetic Survey in February 2007.
 AB6821
 AB6821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6821.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6821.The horizontal coordinates are valid at the epoch date displayed above.
 AB6821.The epoch date for horizontal control is a decimal equivalence
 AB6821.of Year/Month/Day.
 AB6821
 AB6821.The orthometric height was determined by differential leveling
 AB6821.and adjusted in December 2000.
 AB6821.No vertical observational check was made to the station.
 AB6821
 AB6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6821
 AB6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6821
 AB6821.The ellipsoidal height was determined by GPS observations
 AB6821.and is referenced to NAD 83.
 AB6821
 AB6821.The geoid height was determined by GEOID03.
 AB6821
 AB6821.The dynamic height is computed by dividing the NAVD 88
 AB6821.geopotential number by the normal gravity value computed on the
 AB6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6821.degrees latitude (g = 980.6199 gals.).
 AB6821
 AB6821.The modeled gravity was interpolated from observed gravity values.
 AB6821
 AB6821;                    North         East     Units Scale Factor Converg.
 AB6821;SPC NC       -   221,791.002   622,934.644   MT  0.99991020   +0 05 06.3
 AB6821;SPC NC       -   727,659.31  2,043,744.74   sFT  0.99991020   +0 05 06.3
 AB6821;UTM  17      - 3,958,264.528   694,167.970   MT  1.00006459   +1 15 18.0
 AB6821
 AB6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6821!SPC NC       -   0.99998168  x   0.99991020  =   0.99989189
 AB6821!UTM  17      -   0.99998168  x   1.00006459  =   1.00004627
 AB6821
 AB6821                          SUPERSEDED SURVEY CONTROL
 AB6821
 AB6821  NAD 83(2001)-  35 44 57.32930(N)    078 51 09.25831(W) AD(       ) B
 AB6821  ELLIP H (01/30/03)  116.699  (m)                       GP(       ) 4 2
 AB6821  NAD 83(1986)-  35 44 57.33288(N)    078 51 09.26815(W) AD(       ) 1
 AB6821  NAD 83(1986)-  35 44 57.33514(N)    078 51 09.26741(W) AD(       ) 1
 AB6821  NAD 83(1995)-  35 44 57.32974(N)    078 51 09.25790(W) AD(       ) B
 AB6821  ELLIP H (09/11/96)  116.692  (m)                       GP(       ) 4 1
 AB6821  NAVD 88 (03/22/03)  148.84   (m)          488.3    (f) LEVELING    3  
 AB6821  NGVD 29 (03/10/98)  149.1    (m)          489.     (f) GPS OBS     3  
 AB6821
 AB6821.Superseded values are not recommended for survey control.
 AB6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6821.See file dsdata.txt to determine how the superseded data were derived.
 AB6821
 AB6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9416858265(NAD 83)
 AB6821_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6821_STAMPING: A. EARL SMITH 1995
 AB6821_MARK LOGO: NCGS  
 AB6821_PROJECTION: FLUSH
 AB6821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6821+STABILITY: SURFACE MOTION
 AB6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6821+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AB6821
 AB6821  HISTORY     - Date     Condition        Report By
 AB6821  HISTORY     - 1995     MONUMENTED       NCGS
 AB6821  HISTORY     - 19950109 GOOD             NCGS
 AB6821  HISTORY     - 19950816 GOOD             NCGS
 AB6821  HISTORY     - 19990223 GOOD             NCGS
 AB6821  HISTORY     - 20000404 GOOD             NCGS
 AB6821  HISTORY     - 20010717 GOOD             JCLS
 AB6821  HISTORY     - 20020729 GOOD             NCGS
 AB6821  HISTORY     - 20041202 GOOD             NCGS
 AB6821  HISTORY     - 20051212 GOOD             GEOCAC
 AB6821
 AB6821                          STATION DESCRIPTION
 AB6821
 AB6821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AB6821'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF APEX. PROCEED
 AB6821'ALONG SR 1101 (NORTH SALEM STREET) FOR 0.05 MI (0.08 KM) SOUTH FROM US
 AB6821'64 TO A DRIVE LEADING TO SURVEYORS SUPPLY COMPANY, THENCE WEST ALONG
 AB6821'THE DRIVE FOR 0.05 MI (0.08 KM) TO THE STATION, IN A 12-INCH GRANITE
 AB6821'POST. MARK IS FLUSH WITH GROUND.  LOCATED 23.5 FT (7.2 M) SOUTH OF THE
 AB6821'CENTERLINE OF THE DRIVE, 109.1 FT (33.3 M) EAST OF THE NORTHEAST
 AB6821'CORNER OF THE BUILDING, 30.4 FT (9.3 M) WEST OF THE SOUTH END OF A
 AB6821'CULVERT, AND 138.3 FT (42.2 M) NORTH OF A POWER POLE WITH A REFERENCE
 AB6821'TAG.
 AB6821
 AB6821                          STATION RECOVERY (1995)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (1995)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (1999)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (2000)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (2001)
 AB6821
 AB6821'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AB6821'RECOVERED IN GOOD CONDITION.
 AB6821
 AB6821                          STATION RECOVERY (2002)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (2004)
 AB6821
 AB6821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 AB6821'RECOVERED AS DESCRIBED.
 AB6821
 AB6821                          STATION RECOVERY (2005)
 AB6821
 AB6821'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 AB6821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2738 ***********************************************************************
 FY2738  DESIGNATION -  A ROBERTSON
 FY2738  PID         -  FY2738
 FY2738  STATE/COUNTY-  NC/VANCE
 FY2738  USGS QUAD   -  KITTRELL (1979)
 FY2738
 FY2738                         *CURRENT SURVEY CONTROL
 FY2738  ___________________________________________________________________
 FY2738* NAD 83(2001)-  36 11 03.05107(N)    078 26 51.33612(W)     ADJUSTED  
 FY2738* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 FY2738  ___________________________________________________________________
 FY2738  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 FY2738  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FY2738  HORZ ORDER  -  SECOND
 FY2738
 FY2738.The horizontal coordinates were established by classical geodetic methods
 FY2738.and adjusted by the National Geodetic Survey in August 2005.
 FY2738
 FY2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2738
 FY2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2738
 FY2738.The geoid height was determined by GEOID03.
 FY2738
 FY2738;                    North         East     Units Scale Factor Converg.
 FY2738;SPC NC       -   270,175.410   659,292.156   MT  1.00000494   +0 19 07.8
 FY2738;SPC NC       -   886,400.49  2,163,027.68   sFT  1.00000494   +0 19 07.8
 FY2738;UTM  17      - 4,007,396.625   729,529.438   MT  1.00024918   +1 30 27.2
 FY2738
 FY2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2738!SPC NC       -   0.99998955  x   1.00000494  =   0.99999449
 FY2738!UTM  17      -   0.99998955  x   1.00024918  =   1.00023873
 FY2738
 FY2738:                Primary Azimuth Mark                     Grid Az
 FY2738:SPC NC       -  RED                                      188 48 53.0
 FY2738:UTM  17      -  RED                                      187 37 33.6
 FY2738
 FY2738|---------------------------------------------------------------------|
 FY2738| PID    Reference Object                     Distance      Geod. Az  |
 FY2738|                                                           dddmmss.s |
 FY2738| FY2050 RED                                 APPROX. 3.3 KM 1890800.8 |
 FY2738| FY2047 PULLEY                              470.487 METERS 3415628.5 |
 FY2738|---------------------------------------------------------------------|
 FY2738
 FY2738                          SUPERSEDED SURVEY CONTROL
 FY2738
 FY2738  NAD 83(1993)-  36 11 03.05607(N)    078 26 51.34217(W) AD(       ) 2
 FY2738  NAD 83(1986)-  36 11 03.05413(N)    078 26 51.34748(W) AD(       ) 2
 FY2738  NAD 27      -  36 11 02.51751(N)    078 26 52.35218(W) AD(       ) 2
 FY2738  NGVD 29 (07/19/86)   99.6    (m)          327.     (f) VERT ANG    3  
 FY2738
 FY2738.Superseded values are not recommended for survey control.
 FY2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2738.See file dsdata.txt to determine how the superseded data were derived.
 FY2738
 FY2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2952907397(NAD 83)
 FY2738_MARKER: DE = TRAVERSE STATION DISK
 FY2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2738_STAMPING: A ROBERTSON 1976
 FY2738_MARK LOGO: NCGS  
 FY2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2738+STABILITY: SURFACE MOTION
 FY2738
 FY2738  HISTORY     - Date     Condition        Report By
 FY2738  HISTORY     - 1976     MONUMENTED       NCGS
 FY2738  HISTORY     - 20050507 MARK NOT FOUND   GEOCAC
 FY2738
 FY2738                          STATION DESCRIPTION
 FY2738
 FY2738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2738'A ROBERTSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FY2738'APPROXIMATELY 2.8 MILES SOUTH OF KITTRELL AND 5.4 MILES NORTH OF
 FY2738'FRANKLINTON (FRANKLIN CO.), NORTH CAROLINA.
 FY2738'
 FY2738'TO REACH STATION FROM THE INTERSECTION OF US 1 WITH SR 1105 (OXFORD RD
 FY2738') IN KITTRELL, PROCEED SOUTHERLY ALONG US 1 FOR 2.7 MILES TO STATION
 FY2738'ON THE RIGHT, APPROXIMATELY 75 FEET SOUTH OF A DIRT DRIVEWAY LEADING
 FY2738'WEST TO T. E. ROBERTSONS MOBILE HOME, AND 0.45 MILE SOUTH OF
 FY2738'INTERSECTION WITH SR 1100 AND SR 1555.
 FY2738'
 FY2738'STATION MARK IS A STANDARD BRASS DISK, STAMPED---A ROBERTSON 1976---,
 FY2738'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH
 FY2738'THE SURFACE OF THE GROUND.  THE MARK IS 33.2 FEET WEST OF THE
 FY2738'CENTERLINE OF US 1, 58.2 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT,
 FY2738'58.4 FEET SOUTH-SOUTHEAST OF CENTER OF TOP OF TELEPHONE PEDESTAL,
 FY2738'117.3 FEET SOUTH-SOUTHWEST OF 36 INCH OAK WITH ALUMINUM TAG, AND 122.5
 FY2738'FEET WEST-NORTHWEST OF 6 INCH PINE WITH ALUMINUM TAG.
 FY2738'DECEMBER 1979-DISK GONE, STEM INTACT, STATION USABLE.
 FY2738
 FY2738                          STATION RECOVERY (2005)
 FY2738
 FY2738'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY2738'NOT FOUND. AREA HAS BEEN DISTURBED BY ROAD CONSTRUCTION AND
 FY2738'INSTALLATION OF BURIED FIBER OPTIC CABLE.
 FY2738' 
 FY2738' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1061 ***********************************************************************
 FZ1061  DESIGNATION -  AA 7
 FZ1061  PID         -  FZ1061
 FZ1061  STATE/COUNTY-  NC/WATAUGA
 FZ1061  USGS QUAD   -  SHERWOOD (1994)
 FZ1061
 FZ1061                         *CURRENT SURVEY CONTROL
 FZ1061  ___________________________________________________________________
 FZ1061* NAD 83(1986)-  36 17 44.     (N)    081 47 40.     (W)     SCALED    
 FZ1061* NAVD 88     -      1024.703  (meters)    3361.88   (feet)  ADJUSTED  
 FZ1061  ___________________________________________________________________
 FZ1061  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1061  DYNAMIC HT  -        1023.658 (meters)    3358.45  (feet)  COMP
 FZ1061  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FZ1061
 FZ1061  VERT ORDER  -  SECOND    CLASS 0
 FZ1061
 FZ1061.The horizontal coordinates were scaled from a topographic map and have
 FZ1061.an estimated accuracy of +/- 6 seconds.
 FZ1061
 FZ1061.The orthometric height was determined by differential leveling
 FZ1061.and adjusted in June 1991.
 FZ1061
 FZ1061.The geoid height was determined by GEOID03.
 FZ1061
 FZ1061.The dynamic height is computed by dividing the NAVD 88
 FZ1061.geopotential number by the normal gravity value computed on the
 FZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1061.degrees latitude (g = 980.6199 gals.).
 FZ1061
 FZ1061.The modeled gravity was interpolated from observed gravity values.
 FZ1061
 FZ1061;                    North         East    Units  Estimated Accuracy
 FZ1061;SPC NC       -   285,930.      358,610.      MT  (+/- 180 meters Scaled)
 FZ1061
 FZ1061                          SUPERSEDED SURVEY CONTROL
 FZ1061
 FZ1061  NGVD 29 (??/??/92) 1024.801  (m)         3362.20   (f) ADJ UNCH    2 0
 FZ1061
 FZ1061.Superseded values are not recommended for survey control.
 FZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1061.See file dsdata.txt to determine how the superseded data were derived.
 FZ1061
 FZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA286170(NAD 83)
 FZ1061_MARKER: DB = BENCH MARK DISK
 FZ1061_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1061_SP_SET: OUTCROP
 FZ1061_STAMPING: AA 7 1935
 FZ1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1061+STABILITY: POSITION/ELEVATION WELL
 FZ1061
 FZ1061  HISTORY     - Date     Condition        Report By
 FZ1061  HISTORY     - 1935     MONUMENTED       CGS
 FZ1061  HISTORY     - 1937     GOOD             TVA
 FZ1061
 FZ1061                          STATION DESCRIPTION
 FZ1061
 FZ1061'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1937
 FZ1061'1.8 MI NW FROM MAST.
 FZ1061'1.8 MILES NORTHWEST ALONG THE LAUREL BRANCH ROAD FROM MAST,
 FZ1061'WATAUGA COUNTY, AT THE JUNCTION OF THE SWEETWATER ROAD, 100 YARDS
 FZ1061'NORTH OF THE BEN HENSON RESIDENCE, 44 YARDS NORTHEAST OF A
 FZ1061'22-INCH OAK TREE, 24 YARDS WEST AND UPHILL FROM A LONE 20-INCH
 FZ1061'LOCUST TREE, 13.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 FZ1061'IN THE TOP OF A GRANITE OUTCROP, AND 7 FEET HIGHER THAN THE ROAD.
 FZ1061'A STANDARD DISK, STAMPED AA 7 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1048 ***********************************************************************
 FZ1048  DESIGNATION -  AA 8
 FZ1048  PID         -  FZ1048
 FZ1048  STATE/COUNTY-  NC/WATAUGA
 FZ1048  USGS QUAD   -  SHERWOOD (1994)
 FZ1048
 FZ1048                         *CURRENT SURVEY CONTROL
 FZ1048  ___________________________________________________________________
 FZ1048* NAD 83(1986)-  36 19 51.     (N)    081 49 12.     (W)     SCALED    
 FZ1048* NAVD 88     -       938.744  (meters)    3079.86   (feet)  ADJUSTED  
 FZ1048  ___________________________________________________________________
 FZ1048  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1048  DYNAMIC HT  -         937.790 (meters)    3076.73  (feet)  COMP
 FZ1048  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 FZ1048
 FZ1048  VERT ORDER  -  SECOND    CLASS 0
 FZ1048
 FZ1048.The horizontal coordinates were scaled from a topographic map and have
 FZ1048.an estimated accuracy of +/- 6 seconds.
 FZ1048
 FZ1048.The orthometric height was determined by differential leveling
 FZ1048.and adjusted in June 1991.
 FZ1048
 FZ1048.The geoid height was determined by GEOID03.
 FZ1048
 FZ1048.The dynamic height is computed by dividing the NAVD 88
 FZ1048.geopotential number by the normal gravity value computed on the
 FZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1048.degrees latitude (g = 980.6199 gals.).
 FZ1048
 FZ1048.The modeled gravity was interpolated from observed gravity values.
 FZ1048
 FZ1048;                    North         East    Units  Estimated Accuracy
 FZ1048;SPC NC       -   289,910.      356,430.      MT  (+/- 180 meters Scaled)
 FZ1048
 FZ1048                          SUPERSEDED SURVEY CONTROL
 FZ1048
 FZ1048  NGVD 29 (??/??/92)  938.873  (m)         3080.29   (f) ADJ UNCH    2 0
 FZ1048
 FZ1048.Superseded values are not recommended for survey control.
 FZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1048.See file dsdata.txt to determine how the superseded data were derived.
 FZ1048
 FZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA264209(NAD 83)
 FZ1048_MARKER: DB = BENCH MARK DISK
 FZ1048_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1048_SP_SET: ROCK OUTCROP
 FZ1048_STAMPING: AA 8 1935
 FZ1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1048+STABILITY: POSITION/ELEVATION WELL
 FZ1048
 FZ1048  HISTORY     - Date     Condition        Report By
 FZ1048  HISTORY     - 1935     MONUMENTED       CGS
 FZ1048
 FZ1048                          STATION DESCRIPTION
 FZ1048
 FZ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1048'0.6 MI NE FROM REESE.
 FZ1048'0.6 MILE NORTHEAST ALONG THE BEAVERDAM ROAD FROM THE BEAVERDAM
 FZ1048'BAPTIST CHURCH AT REESE, WATAUGA COUNTY, 50 YARDS SOUTHWEST OF THE
 FZ1048'WILBY GREENE HOUSE, 15.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 FZ1048'10.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH GUARDRAIL
 FZ1048'OF A BRIDGE OVER BEAVERDAM CREEK, IN THE TOP OF A GRANITE
 FZ1048'OUTCROP, AND 1 FOOT LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK,
 FZ1048'STAMPED AA 8 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1010 ***********************************************************************
 EY1010  DESIGNATION -  AARON
 EY1010  PID         -  EY1010
 EY1010  STATE/COUNTY-  NC/PITT
 EY1010  USGS QUAD   -  FARMVILLE (1981)
 EY1010
 EY1010                         *CURRENT SURVEY CONTROL
 EY1010  ___________________________________________________________________
 EY1010* NAD 83(2001)-  35 35 19.86329(N)    077 33 58.25249(W)     ADJUSTED  
 EY1010* NAVD 88     -        22.670  (meters)      74.38   (feet)  POSTED    
 EY1010  ___________________________________________________________________
 EY1010  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 EY1010  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EY1010  DYNAMIC HT  -          22.650 (meters)      74.31  (feet)  COMP
 EY1010  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 EY1010
 EY1010  HORZ ORDER  -  SECOND
 EY1010  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EY1010
 EY1010.The horizontal coordinates were established by classical geodetic methods
 EY1010.and adjusted by the National Geodetic Survey in August 2005.
 EY1010
 EY1010.The orthometric height was determined by differential leveling
 EY1010.and adjusted by the  in 1992.
 EY1010.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EY1010.was located on a no-check spur therefore a value was not computed.
 EY1010.No vertical observational check was made to the station.
 EY1010
 EY1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1010
 EY1010.The geoid height was determined by GEOID03.
 EY1010
 EY1010.The dynamic height is computed by dividing the NAVD 88
 EY1010.geopotential number by the normal gravity value computed on the
 EY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1010.degrees latitude (g = 980.6199 gals.).
 EY1010
 EY1010.The modeled gravity was interpolated from observed gravity values.
 EY1010
 EY1010;                    North         East     Units Scale Factor Converg.
 EY1010;SPC NC       -   204,923.584   739,528.478   MT  0.99988984   +0 49 39.2
 EY1010;SPC NC       -   672,320.13  2,426,269.68   sFT  0.99988984   +0 49 39.2
 EY1010;UTM  18      - 3,941,378.890   267,496.348   MT  1.00026620   -1 29 38.7
 EY1010
 EY1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1010!SPC NC       -   1.00000203  x   0.99988984  =   0.99989187
 EY1010!UTM  18      -   1.00000203  x   1.00026620  =   1.00026823
 EY1010
 EY1010:                Primary Azimuth Mark                     Grid Az
 EY1010:SPC NC       -  MOYE                                     280 55 33.0
 EY1010:UTM  18      -  MOYE                                     283 14 50.9
 EY1010
 EY1010|---------------------------------------------------------------------|
 EY1010| PID    Reference Object                     Distance      Geod. Az  |
 EY1010|                                                           dddmmss.s |
 EY1010| EY2958 MOYE                                APPROX. 1.2 KM 2814512.2 |
 EY1010|---------------------------------------------------------------------|
 EY1010
 EY1010                          SUPERSEDED SURVEY CONTROL
 EY1010
 EY1010  NAD 83(1986)-  35 35 19.87145(N)    077 33 58.26176(W) AD(       ) 2
 EY1010  NAD 27      -  35 35 19.29281(N)    077 33 59.36426(W) AD(       ) 2
 EY1010  NGVD 29 (??/??/92)   23.016  (m)           75.51   (f) ADJ UNCH    2 1
 EY1010
 EY1010.Superseded values are not recommended for survey control.
 EY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1010.See file dsdata.txt to determine how the superseded data were derived.
 EY1010
 EY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6749641379(NAD 83)
 EY1010_MARKER: DD = SURVEY DISK
 EY1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1010_STAMPING: AARON 1966
 EY1010_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1010+STABILITY: SURFACE MOTION
 EY1010
 EY1010  HISTORY     - Date     Condition        Report By
 EY1010  HISTORY     - 1966     MONUMENTED       NCGS
 EY1010  HISTORY     - 1976     GOOD             NCGS
 EY1010  HISTORY     - 1976     GOOD             NCGS
 EY1010  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY1010
 EY1010                          STATION DESCRIPTION
 EY1010
 EY1010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY1010'AARON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1010'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY1010'
 EY1010'AARON IS LOCATED APPROXIMATELY 1.4 MILES EAST OF THE
 EY1010'INTERSECTION OF U.S. 258 AND U.S. 264A IN FARMVILLE, N. C.
 EY1010'AND 3.0 MILES W OF ARTHUR, N. C. ALONG NORFOLK SOUTHERN RR.  THE
 EY1010'STATION IS LOCATED IN NW QUAD OF INTERSECTION FORMED
 EY1010'BY U.S. 264 AND NORFOLK SOUTHERN RR, ON N SHOULDER OF RR BED
 EY1010'AND W SHOULDER OF U.S. 264A.  N OF AARON AND CORNELIUS TYSON
 EY1010'MEMORIAL MONUMENT.  W OF A ONE STORY WHITE FRAME HOUSE WITH A
 EY1010'LONE 6 FT OAK TREE.
 EY1010'
 EY1010'STATION MARK IS A STANDARD N. C. GEODETIC BRASS TRAVERSE DISK,
 EY1010'STAMPED AARON 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EY1010'TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1010'
 EY1010'MARK IS
 EY1010'
 EY1010'4.10 FT N OF THE N RAIL OF NORFOLK SOUTHERN RR
 EY1010'
 EY1010'46.05 FT SE OF USC AND GS BM U99
 EY1010'
 EY1010'73.43 FT SE OF TP WITH ALUMINUM REF. TAG
 EY1010'
 EY1010'14.10 FT SSE OF NW RR CAUTION LIGHT POST
 EY1010'
 EY1010'30.05 FT NW OF C/L OF INTERSECTION OF N RAIL WITH U.S. 264
 EY1010'
 EY1010'96.95 FT N OF THE METAL PLAQUE IN AARON AND CORNELIUS TYSON
 EY1010'MEMORIAL
 EY1010'
 EY1010'57.50 FT N OF PP 18 WITH ALUMINUM REF. TAG
 EY1010
 EY1010                          STATION RECOVERY (1976)
 EY1010
 EY1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1010'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY1010
 EY1010                          STATION RECOVERY (1976)
 EY1010
 EY1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1010'1.2 MI ESE FROM FARMVILLE.
 EY1010'STATION IS LOCATED AT THE GRADE CROSSING OF THE SOUTHERN RAILROAD AND
 EY1010'US 264 A NEAR THE EAST EDGE OF FARMVILLE, IN THE NORTHWEST QUADRANT.
 EY1010'4.1 FT. N OF THE NORTH RAIL, 30.0 FT. NW OF NORTH RAIL AT CENTERLINE
 EY1010'OF US 264A, 14.1 FT. SSE OF NORTHWEST RR CROSSING LIGHT POST, 46.0 FT.
 EY1010'SE OF USC AND GS BM U99, 73.4 FT. SE OF TP WITH ALUMINUM REF. TAG,
 EY1010'57.5 FT. N OF POWER POLE WITH ALUMINUM REF. TAG AND 97.0 FT. N OF
 EY1010'AARON AND CORNELIUS TYSON MEMORIAL METAL PLAQUE.  DISK IS SET IN
 EY1010'CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1010
 EY1010                          STATION RECOVERY (1988)
 EY1010
 EY1010'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3163 ***********************************************************************
 FY3163  DESIGNATION -  AARON
 FY3163  PID         -  FY3163
 FY3163  STATE/COUNTY-  NC/CASWELL
 FY3163  USGS QUAD   -  RIDGEVILLE (1994)
 FY3163
 FY3163                         *CURRENT SURVEY CONTROL
 FY3163  ___________________________________________________________________
 FY3163* NAD 83(2001)-  36 15 28.72395(N)    079 09 37.57134(W)     ADJUSTED  
 FY3163* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 FY3163  ___________________________________________________________________
 FY3163  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 FY3163  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FY3163  HORZ ORDER  -  SECOND
 FY3163
 FY3163.The horizontal coordinates were established by classical geodetic methods
 FY3163.and adjusted by the National Geodetic Survey in August 2005.
 FY3163
 FY3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3163
 FY3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3163
 FY3163.The geoid height was determined by GEOID03.
 FY3163
 FY3163;                    North         East     Units Scale Factor Converg.
 FY3163;SPC NC       -   278,237.790   595,182.556   MT  1.00002676   -0 05 33.4
 FY3163;SPC NC       -   912,851.82  1,952,694.77   sFT  1.00002676   -0 05 33.4
 FY3163;UTM  17      - 4,014,132.050   665,262.423   MT  0.99993652   +1 05 17.5
 FY3163
 FY3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3163!SPC NC       -   0.99997327  x   1.00002676  =   1.00000003
 FY3163!UTM  17      -   0.99997327  x   0.99993652  =   0.99990979
 FY3163
 FY3163:                Primary Azimuth Mark                     Grid Az
 FY3163:SPC NC       -  CASPER                                   057 28 04.4
 FY3163:UTM  17      -  CASPER                                   056 17 13.5
 FY3163
 FY3163|---------------------------------------------------------------------|
 FY3163| PID    Reference Object                     Distance      Geod. Az  |
 FY3163|                                                           dddmmss.s |
 FY3163| FY3162 CASPER                              APPROX. 0.7 KM 0572231.0 |
 FY3163|---------------------------------------------------------------------|
 FY3163
 FY3163                          SUPERSEDED SURVEY CONTROL
 FY3163
 FY3163  NAD 83(1993)-  36 15 28.72570(N)    079 09 37.57504(W) AD(       ) 2
 FY3163  NAD 83(1986)-  36 15 28.72573(N)    079 09 37.57966(W) AD(       ) 2
 FY3163  NAD 27      -  36 15 28.22028(N)    079 09 38.51816(W) AD(       ) 2
 FY3163  NGVD 29 (07/19/86)  201.2    (m)          660.     (f) VERT ANG    3  
 FY3163
 FY3163.Superseded values are not recommended for survey control.
 FY3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3163.See file dsdata.txt to determine how the superseded data were derived.
 FY3163
 FY3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6526214132(NAD 83)
 FY3163_MARKER: DE = TRAVERSE STATION DISK
 FY3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3163_STAMPING: AARON 1976
 FY3163_PROJECTION: FLUSH
 FY3163_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3163+STABILITY: SURFACE MOTION
 FY3163
 FY3163  HISTORY     - Date     Condition        Report By
 FY3163  HISTORY     - 1976     MONUMENTED       NCGS
 FY3163  HISTORY     - 19960227 GOOD             GEOMET
 FY3163
 FY3163                          STATION DESCRIPTION
 FY3163
 FY3163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY3163'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES EAST-NORTHEAST OF
 FY3163'PROSPECT HILL AND 13.7 MILES SOUTHWEST OF ROXBORO.
 FY3163'
 FY3163'TO REACH THE STATION FROM THE INTERSECTION OF NC 49 WITH NC 86 AT
 FY3163'PROSPECT HILL, PROCEED NORTHEASTERLY ALONG NC 49 FOR 1.9 MILES TO
 FY3163'STATION ON THE LEFT IN ROAD SHOULDER, AT THE NORTHEAST SIDE OF A
 FY3163'DRIVEWAY TO AN OLD UNPAINTED ONE AND ONE-HALF STORY HOUSE AND 0.5 MILE
 FY3163'SOUTHWEST OF THE CASWELL-PERSON COUNTY LINE.
 FY3163'
 FY3163'STATION MARK IS A STANDARD DISK STAMPED---AARON 1976---SET IN THE TOP
 FY3163'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 FY3163'THE MARK IS 14.1 FEET NORTHWEST OF CENTERLINE OF NC 49, 19.4 FEET EAST
 FY3163'-NORTHEAST OF NORTHEAST END OF CONCRETE CULVERT, 88.5 FEET SOUTH OF
 FY3163'SOUTH CORNER OF HOUSE, 18.8 FEET SOUTHEAST OF SERVICE POLE WITH
 FY3163'REFERENCE TAG, 76.3 FEET SOUTHWEST OF 8 INCH PINE WITH REFERENCE TAG
 FY3163'AND 36.2 FEET EAST OF 4 INCH GUM WITH REFERENCE TAG.
 FY3163
 FY3163                          STATION RECOVERY (1996)
 FY3163
 FY3163'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY3163'4 INCHES UNDERGROUND.  24 INCHES.  RT 86.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8037 ***********************************************************************
 AF8037  DESIGNATION -  AARON
 AF8037  PID         -  AF8037
 AF8037  STATE/COUNTY-  NC/NASH
 AF8037  USGS QUAD   -  MIDDLESEX (1978)
 AF8037
 AF8037                         *CURRENT SURVEY CONTROL
 AF8037  ___________________________________________________________________
 AF8037* NAD 83(2001)-  35 52 27.58398(N)    078 13 18.79432(W)     ADJUSTED  
 AF8037* NAVD 88     -        98.5    (meters)     323.     (feet)  VERTCON   
 AF8037  ___________________________________________________________________
 AF8037  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AF8037  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AF8037  HORZ ORDER  -  SECOND
 AF8037
 AF8037.The horizontal coordinates were established by classical geodetic methods
 AF8037.and adjusted by the National Geodetic Survey in August 2005.
 AF8037
 AF8037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8037
 AF8037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8037
 AF8037.The geoid height was determined by GEOID03.
 AF8037
 AF8037;                    North         East     Units Scale Factor Converg.
 AF8037;SPC NC       -   235,932.670   679,864.339   MT  0.99993151   +0 26 56.8
 AF8037;SPC NC       -   774,055.77  2,230,521.59   sFT  0.99993151   +0 26 56.8
 AF8037;UTM  17      - 3,973,574.752   750,812.383   MT  1.00037522   +1 37 43.9
 AF8037
 AF8037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8037!SPC NC       -   0.99998990  x   0.99993151  =   0.99992141
 AF8037!UTM  17      -   0.99998990  x   1.00037522  =   1.00036511
 AF8037
 AF8037                          SUPERSEDED SURVEY CONTROL
 AF8037
 AF8037  NAD 83(1986)-  35 52 27.59011(N)    078 13 18.80598(W) AD(       ) 2
 AF8037  NGVD 29 (06/05/98)   98.8    (m)          324.     (f) VERT ANG    3  
 AF8037
 AF8037.Superseded values are not recommended for survey control.
 AF8037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8037.See file dsdata.txt to determine how the superseded data were derived.
 AF8037
 AF8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5081273575(NAD 83)
 AF8037_MARKER: DE = TRAVERSE STATION DISK
 AF8037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8037_STAMPING: AARON 1983
 AF8037_MARK LOGO: NCGS  
 AF8037_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8037+STABILITY: SURFACE MOTION
 AF8037
 AF8037  HISTORY     - Date     Condition        Report By
 AF8037  HISTORY     - 1983     MONUMENTED       NCGS
 AF8037
 AF8037                          STATION DESCRIPTION
 AF8037
 AF8037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8037'STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) NORTH OF ROCKY CROSS AND
 AF8037'12.9 KM (8.00 MI) WEST-SOUTHWEST OF SPRING HOPE. PROCEED SOUTH ALONG
 AF8037'SR 1737 FOR 0.4 KM (0.25 MI) FROM THE OVERPASS OF US 64
 AF8037'(WEST-NORTHWEST OF SAMARIA) TO THE FRANKLIN COUNTY LINE. CONTINUE
 AF8037'SOUTH ALONG SR 1153 FOR 0.2 KM (0.10 MI) TO SR 1150 (LETHA MAY ROAD)
 AF8037'AND THE STATION ON THE LEFT IN THE FRONT YARD OF STRICKLAND FRAME
 AF8037'RESIDENCE. MARK IS RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH
 AF8037'HIGHWAY. LOCATED 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF SR 1153,
 AF8037'28.7 M (94.2 FT) NORTHWEST OF THE CENTERLINE OF SR 1150, 64.6 M (211.9
 AF8037'FT) NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF THE ROADS, 10.3
 AF8037'M (33.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29.5 M
 AF8037'(96.8 FT) SOUTH OF A TELEPHONE PEDESTAL (NO. 28), AND 20.5 M (67.3 FT)
 AF8037'SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9316 ***********************************************************************
 AF9316  DESIGNATION -  AARON
 AF9316  PID         -  AF9316
 AF9316  STATE/COUNTY-  NC/STOKES
 AF9316  USGS QUAD   -  STUART SE (1983)
 AF9316
 AF9316                         *CURRENT SURVEY CONTROL
 AF9316  ___________________________________________________________________
 AF9316* NAD 83(2007)-  36 32 26.78100(N)    080 17 59.79279(W)     ADJUSTED  
 AF9316* NAVD 88     -       361.1    (meters)    1185.     (feet)  VERTCON   
 AF9316  ___________________________________________________________________
 AF9316  EPOCH DATE  -        2002.00
 AF9316  X           -     864,484.164 (meters)                     COMP
 AF9316  Y           -  -5,057,410.074 (meters)                     COMP
 AF9316  Z           -   3,776,766.008 (meters)                     COMP
 AF9316  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AF9316  ELLIP HEIGHT-         328.172 (meters)          (02/10/07) ADJUSTED
 AF9316  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AF9316
 AF9316  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9316  Type    PID    Designation                      North   East  Ellip
 AF9316  -------------------------------------------------------------------
 AF9316  NETWORK AF9316 AARON                             0.98   0.92   1.94
 AF9316  -------------------------------------------------------------------
 AF9316
 AF9316.The horizontal coordinates were established by GPS observations
 AF9316.and adjusted by the National Geodetic Survey in February 2007.
 AF9316
 AF9316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9316.The horizontal coordinates are valid at the epoch date displayed above.
 AF9316.The epoch date for horizontal control is a decimal equivalence
 AF9316.of Year/Month/Day.
 AF9316
 AF9316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9316
 AF9316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9316
 AF9316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9316
 AF9316.The ellipsoidal height was determined by GPS observations
 AF9316.and is referenced to NAD 83.
 AF9316
 AF9316.The geoid height was determined by GEOID03.
 AF9316
 AF9316;                    North         East     Units Scale Factor Converg.
 AF9316;SPC NC       -   310,371.295   493,187.704   MT  1.00012593   -0 45 01.0
 AF9316;SPC NC       - 1,018,276.49  1,618,066.66   sFT  1.00012593   -0 45 01.0
 AF9316;UTM  17      - 4,044,158.672   562,661.412   MT  0.99964837   +0 25 00.6
 AF9316
 AF9316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9316!SPC NC       -   0.99994850  x   1.00012593  =   1.00007442
 AF9316!UTM  17      -   0.99994850  x   0.99964837  =   0.99959689
 AF9316
 AF9316                          SUPERSEDED SURVEY CONTROL
 AF9316
 AF9316  NAD 83(2001)-  36 32 26.78160(N)    080 17 59.79273(W) AD(       ) 1
 AF9316  ELLIP H (03/13/03)  328.140  (m)                       GP(       ) 4 2
 AF9316  NAD 83(1986)-  36 32 26.79042(N)    080 17 59.79616(W) AD(       ) 1
 AF9316  NGVD 29 (07/20/98)  361.3    (m)         1185.     (f) GPS OBS     3  
 AF9316
 AF9316.Superseded values are not recommended for survey control.
 AF9316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9316.See file dsdata.txt to determine how the superseded data were derived.
 AF9316
 AF9316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6266144159(NAD 83)
 AF9316_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9316_STAMPING: AARON 1987
 AF9316_MARK LOGO: NCGS  
 AF9316_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9316+STABILITY: SURFACE MOTION
 AF9316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9316+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF9316
 AF9316  HISTORY     - Date     Condition        Report By
 AF9316  HISTORY     - 1987     MONUMENTED       NCGS
 AF9316
 AF9316                          STATION DESCRIPTION
 AF9316
 AF9316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (LWA)
 AF9316'STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) NORTHWEST OF DANBURY, AND
 AF9316'14.8 KM (9.20 MI) EAST-NORTHEAST OF WESTFIELD. PROCEED ALONG NC 704
 AF9316'FOR 4.0 KM (2.50 MI) EAST-NORTHEAST FROM NC 89 TO SR 1436 (AARONS
 AF9316'CORNER CH RD.), THENCE 2.0 KM (1.25 MI) NORTH ALONG SR 1436 TO SR
 AF9316'1434, THENCE 0.5 KM (0.30 MI) NORTHWEST ALONG SR 1434 TO A TWO STORY
 AF9316'ABANDONED HOUSE, AND THE STATION, AT A POWER POLE IN A FIELD. MARK IS
 AF9316'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH ROAD.  LOCATED 41.3 M
 AF9316'(135.5 FT) SOUTH OF THE CENTERLINE OF ROAD, 0.5 M (1.6 FT) NORTH OF
 AF9316'WITNESS POST, 31.4 M (103.0 FT) WEST-SOUTHWEST OF NORTHWEST CORNER OF
 AF9316'ABANDONED TWO STORY HOUSE, 39.2 M (128.6 FT) WEST-NORTHWEST OF CENTER
 AF9316'OF WELL, 5.2 M (17.1 FT) SOUTHWEST OF GUY WIRE BASE--0.9 M WEST OF
 AF9316'POWER POLE AND 76.3 M (250.3 FT) EAST OF POWER POLE--BOTH WITH
 AF9316'REFERENCE TAGS. STATION RECOVERED BY NCGS IN MARCH 1993 AND FOUND TO
 AF9316'BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4796 ***********************************************************************
 AH4796  HT_MOD      -  This is a Height Modernization Survey Station.
 AH4796  DESIGNATION -  AARON
 AH4796  PID         -  AH4796
 AH4796  STATE/COUNTY-  NC/WAKE
 AH4796  USGS QUAD   -  RALEIGH EAST (1993)
 AH4796
 AH4796                         *CURRENT SURVEY CONTROL
 AH4796  ___________________________________________________________________
 AH4796* NAD 83(2007)-  35 45 11.61594(N)    078 35 46.69250(W)     ADJUSTED  
 AH4796* NAVD 88     -        81.03   (meters)     265.8    (feet)  GPS OBS   
 AH4796  ___________________________________________________________________
 AH4796  EPOCH DATE  -        2002.00
 AH4796  X           -   1,024,604.697 (meters)                     COMP
 AH4796  Y           -  -5,079,781.592 (meters)                     COMP
 AH4796  Z           -   3,706,033.234 (meters)                     COMP
 AH4796  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 AH4796  ELLIP HEIGHT-          47.874 (meters)          (02/10/07) ADJUSTED
 AH4796  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AH4796
 AH4796  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4796  Type    PID    Designation                      North   East  Ellip
 AH4796  -------------------------------------------------------------------
 AH4796  NETWORK AH4796 AARON                             0.27   0.22   0.57
 AH4796  -------------------------------------------------------------------
 AH4796
 AH4796.The horizontal coordinates were established by GPS observations
 AH4796.and adjusted by the National Geodetic Survey in February 2007.
 AH4796
 AH4796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4796.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4796.The horizontal coordinates are valid at the epoch date displayed above.
 AH4796.The epoch date for horizontal control is a decimal equivalence
 AH4796.of Year/Month/Day.
 AH4796
 AH4796.The orthometric height was determined by GPS observations and a
 AH4796.high-resolution geoid model.
 AH4796.The orthometric height was determined by GPS observations and a
 AH4796.high-resolution geoid model using precise GPS observation and
 AH4796.processing techniques.
 AH4796
 AH4796.Photographs are available for this station.
 AH4796
 AH4796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4796
 AH4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4796
 AH4796.The ellipsoidal height was determined by GPS observations
 AH4796.and is referenced to NAD 83.
 AH4796
 AH4796.The geoid height was determined by GEOID03.
 AH4796
 AH4796;                    North         East     Units Scale Factor Converg.
 AH4796;SPC NC       -   222,295.629   646,109.691   MT  0.99991080   +0 13 58.8
 AH4796;SPC NC       -   729,314.91  2,119,778.21   sFT  0.99991080   +0 13 58.8
 AH4796;UTM  17      - 3,959,242.855   717,332.769   MT  1.00018207   +1 24 18.1
 AH4796
 AH4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4796!SPC NC       -   0.99999249  x   0.99991080  =   0.99990329
 AH4796!UTM  17      -   0.99999249  x   1.00018207  =   1.00017455
 AH4796
 AH4796                          SUPERSEDED SURVEY CONTROL
 AH4796
 AH4796  NAD 83(2001)-  35 45 11.61581(N)    078 35 46.69261(W) AD(       ) B
 AH4796  ELLIP H (02/06/04)   47.862  (m)                       GP(       ) 4 1
 AH4796  NAD 83(2001)-  35 45 11.61521(N)    078 35 46.69329(W) AD(       ) 1
 AH4796  ELLIP H (03/13/03)   47.882  (m)                       GP(       ) 4 2
 AH4796  NAD 83(1986)-  35 45 11.61909(N)    078 35 46.70260(W) AD(       ) 1
 AH4796  NAVD 88 (11/04/98)   81.04   (m)          265.9    (f) LEVELING    3  
 AH4796
 AH4796.Superseded values are not recommended for survey control.
 AH4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4796.See file dsdata.txt to determine how the superseded data were derived.
 AH4796
 AH4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1733359243(NAD 83)
 AH4796_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4796_STAMPING: AARON 1990
 AH4796_MARK LOGO: NCGS  
 AH4796_PROJECTION: FLUSH
 AH4796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4796+STABILITY: SURFACE MOTION
 AH4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4796+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AH4796
 AH4796  HISTORY     - Date     Condition        Report By
 AH4796  HISTORY     - 1990     MONUMENTED       NCGS
 AH4796  HISTORY     - 20030707 GOOD             DEWDAV
 AH4796  HISTORY     - 20040329 GOOD             NCGS
 AH4796  HISTORY     - 20040731 GOOD             USPSQD
 AH4796  HISTORY     - 20050917 GOOD             USPSQD
 AH4796  HISTORY     - 20051020 GOOD             USPSQD
 AH4796
 AH4796                          STATION DESCRIPTION
 AH4796
 AH4796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 AH4796'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF RALEIGH, 3.2 MI
 AH4796'(5.1 KM) NORTH OF GARNER. AT THE I-40/I-440 INTERCHANGE, ALONG THE
 AH4796'CONNECTOR RAMP FROM I-440 WESTBOUND LANES TO THE I-40 SOUTHBOUND
 AH4796'LANES, ON THE SOUTHWEST SIDE OF THE OVERPASS BRIDGE OF I-400 EASTBOUND
 AH4796'LANES. MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 21.3
 AH4796'FT (6.5 M) WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 4.3 FT (1.3 M)
 AH4796'WEST-NORTHWEST OF THE CONCRETE GUARD RAIL, 4.4 FT (1.3 M) SOUTHWEST OF
 AH4796'THE SOUTH END OF THE SOUTHWEST WINGWALL OF THE SOUTH ABUTMENT, AND
 AH4796'147.0 FT (44.8 M) SOUTH-SOUTHWEST OF A POINT ON BRIDGE RAIL DIRECTLY
 AH4796'OVER CENTERLINE OF THE EASTBOUND LANES OF I-440.
 AH4796
 AH4796                          STATION RECOVERY (2003)
 AH4796
 AH4796'RECOVERY NOTE BY DEWBERRY DAVIS 2003 (RB)
 AH4796'STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF RALEIGH, 5.1 KM
 AH4796'(3.2 MI) NORTH OF
 AH4796'GARNER AT THE INTERCHANGE WHERE I-40 HEADS SOUTH FROM THE I-440
 AH4796'BELTWAY.
 AH4796'AT THE I-40/I-440 INTERCHANGE, ALONG THE CONNECTOR RAMP FROM II-440
 AH4796'WESTBOUND LANES TO
 AH4796'THE I-40 SOUTHBOUND LANES, ON THE SOUTHWEST SIDE OF THE OVERPASS
 AH4796'BRIDGE OF THE I-440
 AH4796'EASTBOUND LANES.
 AH4796'THE MARK IS JUST OUTSIDE (SOUTHWEST) OF THE CONCRETE GUARD RAIL
 AH4796'PAINTED WITH AARON.
 AH4796'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 44.8 M
 AH4796'(147.0 FT)
 AH4796'SOUTH-SOUTHWEST OF A POINT ON THE BRIDGE RAIL DIRECTLY OVER THE
 AH4796'CENTERLINE OF THE
 AH4796'EASTBOUND LANES OF I-440, 6.5 M (21.3 FT) WEST-NORTHWEST OF THE
 AH4796'CENTERLINE OF HIGHWAY
 AH4796'CONNECTOR RAMP, 1.35 M (4.4 FT) SOUTHWEST OF THE SOUTH END OF THE
 AH4796'SOUTHWEST WINGWALL
 AH4796'OF THE SOUTH ABUTMENT,  AND 1.3 M (4.3 FT) WEST-NORTHWEST OF THE
 AH4796'CONCRETE GUARD RAIL.
 AH4796' 
 AH4796' 
 AH4796' 
 AH4796'
 AH4796
 AH4796                          STATION RECOVERY (2004)
 AH4796
 AH4796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 AH4796'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 AH4796'MARK IS ABOUT LEVEL WITH THE CONNECTOR RAMP.
 AH4796
 AH4796                          STATION RECOVERY (2004)
 AH4796
 AH4796'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 AH4796'RECOVERED IN GOOD CONDITION.
 AH4796
 AH4796                          STATION RECOVERY (2005)
 AH4796
 AH4796'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH4796'RECOVERED IN GOOD CONDITION.
 AH4796
 AH4796                          STATION RECOVERY (2005)
 AH4796
 AH4796'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH4796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3806 ***********************************************************************
 AI3806  DESIGNATION -  AARON
 AI3806  PID         -  AI3806
 AI3806  STATE/COUNTY-  NC/GRANVILLE
 AI3806  USGS QUAD   -  NELSON (1988)
 AI3806
 AI3806                         *CURRENT SURVEY CONTROL
 AI3806  ___________________________________________________________________
 AI3806* NAD 83(2001)-  36 30 14.81678(N)    078 44 57.71869(W)     ADJUSTED  
 AI3806* NAVD 88     -       135.3    (meters)     444.     (feet)  VERTCON   
 AI3806  ___________________________________________________________________
 AI3806  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AI3806  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AI3806  HORZ ORDER  -  SECOND
 AI3806
 AI3806.The horizontal coordinates were established by classical geodetic methods
 AI3806.and adjusted by the National Geodetic Survey in August 2005.
 AI3806
 AI3806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3806
 AI3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3806
 AI3806.The geoid height was determined by GEOID03.
 AI3806
 AI3806;                    North         East     Units Scale Factor Converg.
 AI3806;SPC NC       -   305,569.182   632,057.064   MT  1.00011168   +0 08 40.8
 AI3806;SPC NC       - 1,002,521.56  2,073,673.88   sFT  1.00011168   +0 08 40.8
 AI3806;UTM  17      - 4,042,220.304   701,560.712   MT  1.00010056   +1 20 21.5
 AI3806
 AI3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3806!SPC NC       -   0.99998369  x   1.00011168  =   1.00009536
 AI3806!UTM  17      -   0.99998369  x   1.00010056  =   1.00008424
 AI3806
 AI3806                          SUPERSEDED SURVEY CONTROL
 AI3806
 AI3806  NAD 83(1986)-  36 30 14.81938(N)    078 44 57.72617(W) AD(       ) 2
 AI3806  NGVD 29 (03/10/00)  135.5    (m)          445.     (f) VERT ANG    3  
 AI3806
 AI3806.Superseded values are not recommended for survey control.
 AI3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3806.See file dsdata.txt to determine how the superseded data were derived.
 AI3806
 AI3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0156142220(NAD 83)
 AI3806_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3806_STAMPING: AARON 1984
 AI3806_MARK LOGO: NCGS  
 AI3806_PROJECTION: RECESSED 12 CENTIMETERS
 AI3806_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3806+STABILITY: SURFACE MOTION
 AI3806
 AI3806  HISTORY     - Date     Condition        Report By
 AI3806  HISTORY     - 1984     MONUMENTED       NCGS
 AI3806
 AI3806                          STATION DESCRIPTION
 AI3806
 AI3806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3806'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHEAST OF VIRGILINA,
 AI3806'VA., AND 17.4 KM (10.8 MI) NORTHWEST OF STOVALL. ALONG NC 96, 4.8 KM
 AI3806'(3.0 MILES) SOUTH OF THE INTERSECTION WITH NC 49 (SOUTHWEST OF
 AI3806'VIRGILINA), AND 0.2 KM (0.1 MILE) SOUTHEAST OF AARONS CREEK BRIDGE, IN
 AI3806'THE HIGHWAY SHOULDER. THE STATION IS A STANDARD NCGS DISK
 AI3806'STAMPED---ARRON 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AI3806'25 CM IN DIAMETER RECESSED 12 CM BELOW GROUND.  LOCATED 15.7 METERS
 AI3806'(4.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY--AND 10.7
 AI3806'METERS (35.1 FT) SOUTH OF A TWENTY-FOUR INCH GUM, 25.9 METERS (85.0
 AI3806'FT) NORTHWEST OF A FOURTEEN INCH TWIN GUM, 26.1 METERS (85.7 FT) SOUTH
 AI3806'OF A POWER POLE (219-1/2), 35.3 METERS (119.0 FT) NORTHWEST OF A POWER
 AI3806'POLE (219), 33.8 METERS (110.8 FT) NORTH-NORTHWEST OF A POST FOR-ICE
 AI3806'ON BRIDGE SIGN,--ALL FIVE WITH REFERENCE TAGS. MARK IS LEVEL WITH
 AI3806'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2282 ***********************************************************************
 EZ2282  DESIGNATION -  ABAND
 EZ2282  PID         -  EZ2282
 EZ2282  STATE/COUNTY-  NC/RANDOLPH
 EZ2282  USGS QUAD   -  RANDLEMAN (1981)
 EZ2282
 EZ2282                         *CURRENT SURVEY CONTROL
 EZ2282  ___________________________________________________________________
 EZ2282* NAD 83(2001)-  35 49 14.01340(N)    079 51 17.67214(W)     ADJUSTED  
 EZ2282* NAVD 88     -       236.065  (meters)     774.49   (feet)  ADJUSTED  
 EZ2282  ___________________________________________________________________
 EZ2282  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 EZ2282  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EZ2282  DYNAMIC HT  -         235.866 (meters)     773.84  (feet)  COMP
 EZ2282  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 EZ2282
 EZ2282  HORZ ORDER  -  SECOND
 EZ2282  VERT ORDER  -  SECOND    CLASS I
 EZ2282
 EZ2282.The horizontal coordinates were established by classical geodetic methods
 EZ2282.and adjusted by the National Geodetic Survey in August 2005.
 EZ2282
 EZ2282.The orthometric height was determined by differential leveling
 EZ2282.and adjusted in June 1991.
 EZ2282
 EZ2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2282
 EZ2282.The geoid height was determined by GEOID03.
 EZ2282
 EZ2282.The dynamic height is computed by dividing the NAVD 88
 EZ2282.geopotential number by the normal gravity value computed on the
 EZ2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2282.degrees latitude (g = 980.6199 gals.).
 EZ2282
 EZ2282.The modeled gravity was interpolated from observed gravity values.
 EZ2282
 EZ2282;                    North         East     Units Scale Factor Converg.
 EZ2282;SPC NC       -   230,024.298   532,352.235   MT  0.99992176   -0 29 36.3
 EZ2282;SPC NC       -   754,671.38  1,746,558.96   sFT  0.99992176   -0 29 36.3
 EZ2282;UTM  17      - 3,964,651.144   603,439.817   MT  0.99973185   +0 40 12.8
 EZ2282
 EZ2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2282!SPC NC       -   0.99996772  x   0.99992176  =   0.99988948
 EZ2282!UTM  17      -   0.99996772  x   0.99973185  =   0.99969958
 EZ2282
 EZ2282:                Primary Azimuth Mark                     Grid Az
 EZ2282:SPC NC       -  CRANFORD                                 097 45 52.5
 EZ2282:UTM  17      -  CRANFORD                                 096 36 03.4
 EZ2282
 EZ2282|---------------------------------------------------------------------|
 EZ2282| PID    Reference Object                     Distance      Geod. Az  |
 EZ2282|                                                           dddmmss.s |
 EZ2282| EZ2283 CRANFORD                            499.943 METERS 0971616.2 |
 EZ2282| EZ2281 SOPHIA                              394.474 METERS 29635     |
 EZ2282|---------------------------------------------------------------------|
 EZ2282
 EZ2282                          SUPERSEDED SURVEY CONTROL
 EZ2282
 EZ2282  NAD 83(1986)-  35 49 14.01675(N)    079 51 17.67930(W) AD(       ) 2
 EZ2282  NAD 27      -  35 49 13.53238(N)    079 51 18.54755(W) AD(       ) 2
 EZ2282  NGVD 29 (??/??/92)  236.292  (m)          775.23   (f) ADJ UNCH    2 1
 EZ2282
 EZ2282.Superseded values are not recommended for survey control.
 EZ2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2282.See file dsdata.txt to determine how the superseded data were derived.
 EZ2282
 EZ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0344064651(NAD 83)
 EZ2282_MARKER: DD = SURVEY DISK
 EZ2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2282_STAMPING: ABAND 1975
 EZ2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2282+STABILITY: SURFACE MOTION
 EZ2282
 EZ2282  HISTORY     - Date     Condition        Report By
 EZ2282  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2282  HISTORY     - 1975     GOOD             NCGS
 EZ2282
 EZ2282                          STATION DESCRIPTION
 EZ2282
 EZ2282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2282'ABAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2282'THE VICINITY OF SOPHIA, NORTH CAROLINA.
 EZ2282'
 EZ2282'ABAND IS LOCATED APPROXIMATELY 0.4 MILE SE OF SOPHIA, 3.0 MILES
 EZ2282'WEST OF RANDLEMAN, AND 8.1 MILES NNW OF ASHEBORO.  TO REACH
 EZ2282'STATION FROM THE U.S. 311 OVERPASS OF U.S. 220 BYPASS, PROCEED NW
 EZ2282'ALONG U.S. 311 FOR 2.5 MILES TO STATION ON LEFT AT EDGE OF WOODS
 EZ2282'LINE BESIDE A DIRT DRIVEWAY LEADING TO AN ABANDONED HOME, 0.05
 EZ2282'MILE SE OF INTERSECTION WITH SR 1941 (NE).
 EZ2282'
 EZ2282'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2282'ABAND 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2282'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2282'
 EZ2282'MARK IS 38.9 FT SSW OF C/L OF U.S. 311
 EZ2282'
 EZ2282'33.3 FT NNE OF NORTHEASTERNMOST RAIL OF CAROLINA AND
 EZ2282'NORTHWESTERN RR
 EZ2282'
 EZ2282'38.5 FT N OF THE CAROLINA AND NORTHWESTERN RR CROSSING OF DRIVEWAY
 EZ2282'
 EZ2282'18.7 FT E OF 10 IN PINE (SHORT LEAF), WITH ALUMINUM REF. TAG
 EZ2282'
 EZ2282'12.6 FT ENE OF 6 IN DOGWOOD WITH ALUMINUM REF. TAG
 EZ2282
 EZ2282                          STATION RECOVERY (1975)
 EZ2282
 EZ2282'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2282'0.4 MI SE FROM SOPHIA.
 EZ2282'TO REACH STATION FROM THE US 311 OVERPASS OF US 220 BYPASS SW OF
 EZ2282'RANDELMAN, PROCEED NW ALONG US 311 FOR 2.5 MILES TO STATION ON LEFT AT
 EZ2282'EDGE OF WOODS LINE BESIDE A DIRT DRIVEWAY LEADING TO AN ABONDONED
 EZ2282'HOME, 0.05 MILE SE OF INTERSECTION WITH SR 1941 NE.  38.9 FT. SSW OF
 EZ2282'C/L OF US 311, 33.3 FT. NNE OF NORTHEASTERNMOST RAIL OF CAROLINA AND
 EZ2282'NORTHWESTERN RAILROAD, 38.5 FT. NORTH OF THE CAROLINA AND NORTHWESTERN
 EZ2282'RAILROAD CROSSING OF DRIVEWAY, 18.7 FT. EAST OF 10 IN. SHORT LEAF PINE
 EZ2282'WITH ALUMINUM REF. TAG, AND 12.6 FT. ENE OF 6 IN. DOGWOOD WITH
 EZ2282'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 INCHES
 EZ2282'BELOW THE SURFACE OF THE GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4168 ***********************************************************************
 EZ4168  CBN         -  This is a Cooperative Base Network Control Station.
 EZ4168  DESIGNATION -  ABAND
 EZ4168  PID         -  EZ4168
 EZ4168  STATE/COUNTY-  NC/WAYNE
 EZ4168  USGS QUAD   -  KENLY EAST (1978)
 EZ4168
 EZ4168                         *CURRENT SURVEY CONTROL
 EZ4168  ___________________________________________________________________
 EZ4168* NAD 83(2007)-  35 33 36.16019(N)    078 00 59.60810(W)     ADJUSTED  
 EZ4168* NAVD 88     -        40.123  (meters)     131.64   (feet)  ADJUSTED  
 EZ4168  ___________________________________________________________________
 EZ4168  EPOCH DATE  -        2002.00
 EZ4168  X           -   1,078,538.040 (meters)                     COMP
 EZ4168  Y           -  -5,081,342.726 (meters)                     COMP
 EZ4168  Z           -   3,688,592.650 (meters)                     COMP
 EZ4168  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 EZ4168  ELLIP HEIGHT-           5.327 (meters)          (02/10/07) ADJUSTED
 EZ4168  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EZ4168  DYNAMIC HT  -          40.087 (meters)     131.52  (feet)  COMP
 EZ4168
 EZ4168  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4168  Type    PID    Designation                      North   East  Ellip
 EZ4168  -------------------------------------------------------------------
 EZ4168  NETWORK EZ4168 ABAND                             0.29   0.25   1.23
 EZ4168  -------------------------------------------------------------------
 EZ4168  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 EZ4168
 EZ4168  VERT ORDER  -  SECOND    CLASS II
 EZ4168
 EZ4168.The horizontal coordinates were established by GPS observations
 EZ4168.and adjusted by the National Geodetic Survey in February 2007.
 EZ4168
 EZ4168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4168.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4168.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4168.The epoch date for horizontal control is a decimal equivalence
 EZ4168.of Year/Month/Day.
 EZ4168
 EZ4168.The orthometric height was determined by differential leveling
 EZ4168.and adjusted in February 2001.
 EZ4168.No vertical observational check was made to the station.
 EZ4168
 EZ4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4168
 EZ4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4168
 EZ4168.The ellipsoidal height was determined by GPS observations
 EZ4168.and is referenced to NAD 83.
 EZ4168
 EZ4168.The geoid height was determined by GEOID03.
 EZ4168
 EZ4168.The dynamic height is computed by dividing the NAVD 88
 EZ4168.geopotential number by the normal gravity value computed on the
 EZ4168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ4168.degrees latitude (g = 980.6199 gals.).
 EZ4168
 EZ4168.The modeled gravity was interpolated from observed gravity values.
 EZ4168
 EZ4168;                    North         East     Units Scale Factor Converg.
 EZ4168;SPC NC       -   201,231.103   698,750.349   MT  0.99988702   +0 34 03.4
 EZ4168;SPC NC       -   660,205.71  2,292,483.44   sFT  0.99988702   +0 34 03.4
 EZ4168;UTM  17      - 3,939,249.303   770,415.978   MT  1.00050122   +1 44 09.9
 EZ4168;UTM  18      - 3,939,340.813   226,581.559   MT  1.00052135   -1 45 19.4
 EZ4168
 EZ4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4168!SPC NC       -   0.99999916  x   0.99988702  =   0.99988618
 EZ4168!UTM  17      -   0.99999916  x   1.00050122  =   1.00050038
 EZ4168!UTM  18      -   0.99999916  x   1.00052135  =   1.00052051
 EZ4168
 EZ4168|---------------------------------------------------------------------|
 EZ4168| PID    Reference Object                     Distance      Geod. Az  |
 EZ4168|                                                           dddmmss.s |
 EZ4168| EZ4167 KORNEGAY                            323.819 METERS 09242     |
 EZ4168|---------------------------------------------------------------------|
 EZ4168
 EZ4168                          SUPERSEDED SURVEY CONTROL
 EZ4168
 EZ4168  NAD 83(2001)-  35 33 36.16038(N)    078 00 59.60795(W) AD(       ) B
 EZ4168  ELLIP H (01/30/03)    5.330  (m)                       GP(       ) 4 2
 EZ4168  NAD 83(1995)-  35 33 36.16081(N)    078 00 59.60752(W) AD(       ) B
 EZ4168  ELLIP H (09/11/96)    5.322  (m)                       GP(       ) 4 1
 EZ4168  NAD 83(1986)-  35 33 36.16791(N)    078 00 59.61617(W) AD(       ) 1
 EZ4168  NAD 27      -  35 33 35.59647(N)    078 01 00.66444(W) AD(       ) 2
 EZ4168  NAVD 88 (07/27/00)   40.12   (m)          131.6    (f) LEVELING    3  
 EZ4168  NGVD 29 (07/19/86)   40.4    (m)          133.     (f) VERT ANG    3  
 EZ4168
 EZ4168.Superseded values are not recommended for survey control.
 EZ4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4168.See file dsdata.txt to determine how the superseded data were derived.
 EZ4168
 EZ4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7041639249(NAD 83)
 EZ4168_MARKER: DE = TRAVERSE STATION DISK
 EZ4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4168_STAMPING: ABAND 1975
 EZ4168_MARK LOGO: NCGS  
 EZ4168_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4168+STABILITY: SURFACE MOTION
 EZ4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4168+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2001
 EZ4168
 EZ4168  HISTORY     - Date     Condition        Report By
 EZ4168  HISTORY     - 1975     MONUMENTED       NCGS
 EZ4168  HISTORY     - 1987     GOOD             USPSQD
 EZ4168  HISTORY     - 19950118 GOOD             NCGS
 EZ4168  HISTORY     - 19970612 GOOD             NCGS
 EZ4168  HISTORY     - 20010105 GOOD             NCGS
 EZ4168
 EZ4168                          STATION DESCRIPTION
 EZ4168
 EZ4168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ4168'ABAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4168'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EZ4168'
 EZ4168'ABAND IS LOCATED APPROXIMATELY 2.5 MILES WNW OF FREMONT AND 12.0
 EZ4168'MILES NORTH OF GOLDSBORO.  TO REACH STATION FROM THE NORTHERNMOST
 EZ4168'INTERSECTION OF U.S. 117 WITH NC 222 IN FREMONT, PROCEED WESTERLY
 EZ4168'ALONG NC 222 FOR 2.7 MILES TO SR 1341 (S) AND STATION ON LEFT IN
 EZ4168'SOUTHWEST QUADRANT OF THE T INTERSECTION IN SOUTH SHOULDER OF
 EZ4168'HIGHWAY, AND APPROXIMATELY 500 FEET SOUTHEAST OF AND ACROSS ROAD
 EZ4168'FROM AN ABANDONED DWELLING.
 EZ4168'
 EZ4168'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4168'ABAND 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4168'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4168'
 EZ4168'MARK IS 19.0 FT SSW OF C/L OF NC 222
 EZ4168'
 EZ4168'244.0 FT WNW OF C/L OF SR 1341
 EZ4168'
 EZ4168'243.5 FT W OF C/L OF INTERSECTION OF HIGHWAY WITH ROAD
 EZ4168'
 EZ4168'20.1 FT NNW OF BRACE POLE WITH ALUMINUM REF. TAG
 EZ4168'
 EZ4168'58.5 FT SSW OF PP WITH ALUMINUM REF. TAG
 EZ4168
 EZ4168                          STATION RECOVERY (1987)
 EZ4168
 EZ4168'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ4168'RECOVERED IN GOOD CONDITION.
 EZ4168
 EZ4168                          STATION RECOVERY (1995)
 EZ4168
 EZ4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EZ4168'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-NORTHWEST OF FREMONT,
 EZ4168'AND 12 MI (19.3 KM) NORTH OF GOLDSBORO. ALONG NC 222 FOR 2.7 MI (4.3
 EZ4168'KM) WESTERLY FROM THE NORTHERN MOST INTERSECTION WITH US 117 IN
 EZ4168'FREMONT, AT SR 1341-UNION GROVE CHURCH RD NW, ON THE LEFT, ABOUT 250
 EZ4168'FT (76.2 M) WEST OF INTERSECTION. MARK IS ABOUT LEVEL WITH NC 222, AND
 EZ4168'IS RECESSED 4 INCHES BELOW THE GROUND.  LOCATED 19.6 FT (6.0 M)
 EZ4168'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 222, 244.0 FT (74.4 M)
 EZ4168'WEST-NORTHWEST OF THE CENTERLINE OF SR 1341, 247.0 FT (75.3 M) WEST OF
 EZ4168'THE INTERSECTION OF NC 222 AND SR 1341, 20.4 FT (6.2 M)
 EZ4168'NORTH-NORTHWEST OF A BRACE POLE WITH REFERENCE TAG, 58.5 FT (17.8 M)
 EZ4168'SOUTH-SOUTHWEST OF A POWER POLE ACROSS NC 222 WITH REFERENCE TAG, 7.0
 EZ4168'FT (2.1 M) SOUTH-SOUTHWEST OF THE EDGE OF PAVEMENT OF NC 222.
 EZ4168
 EZ4168                          STATION RECOVERY (1997)
 EZ4168
 EZ4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EZ4168'RECOVERED AS DESCRIBED.
 EZ4168
 EZ4168                          STATION RECOVERY (2001)
 EZ4168
 EZ4168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EZ4168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2844 ***********************************************************************
 FX2844  DESIGNATION -  ABANDON
 FX2844  PID         -  FX2844
 FX2844  STATE/COUNTY-  NC/NORTHAMPTON
 FX2844  USGS QUAD   -  JACKSON (1974)
 FX2844
 FX2844                         *CURRENT SURVEY CONTROL
 FX2844  ___________________________________________________________________
 FX2844* NAD 83(2001)-  36 23 09.59766(N)    077 25 56.18960(W)     ADJUSTED  
 FX2844* NAVD 88     -        28.629  (meters)      93.93   (feet)  ADJUSTED  
 FX2844  ___________________________________________________________________
 FX2844  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FX2844  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 FX2844  DYNAMIC HT  -          28.607 (meters)      93.85  (feet)  COMP
 FX2844  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 FX2844
 FX2844  HORZ ORDER  -  SECOND
 FX2844  VERT ORDER  -  SECOND    CLASS II
 FX2844
 FX2844.The horizontal coordinates were established by classical geodetic methods
 FX2844.and adjusted by the National Geodetic Survey in August 2005.
 FX2844
 FX2844.The orthometric height was determined by differential leveling
 FX2844.and adjusted in June 1991.
 FX2844
 FX2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2844
 FX2844.The geoid height was determined by GEOID03.
 FX2844
 FX2844.The dynamic height is computed by dividing the NAVD 88
 FX2844.geopotential number by the normal gravity value computed on the
 FX2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2844.degrees latitude (g = 980.6199 gals.).
 FX2844
 FX2844.The modeled gravity was interpolated from observed gravity values.
 FX2844
 FX2844;                    North         East     Units Scale Factor Converg.
 FX2844;SPC NC       -   293,543.339   750,264.855   MT  1.00006860   +0 54 17.4
 FX2844;SPC NC       -   963,066.77  2,461,493.95   sFT  1.00006860   +0 54 17.4
 FX2844;UTM  18      - 4,029,510.742   281,838.525   MT  1.00018644   -1 26 36.4
 FX2844
 FX2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2844!SPC NC       -   1.00000091  x   1.00006860  =   1.00006951
 FX2844!UTM  18      -   1.00000091  x   1.00018644  =   1.00018735
 FX2844
 FX2844                          SUPERSEDED SURVEY CONTROL
 FX2844
 FX2844  NAD 83(1993)-  36 23 09.60320(N)    077 25 56.18730(W) AD(       ) 2
 FX2844  NAD 83(1986)-  36 23 09.60446(N)    077 25 56.19566(W) AD(       ) 2
 FX2844  NGVD 29 (01/18/91)   28.96   (m)           95.0    (f) LEVELING    3  
 FX2844
 FX2844.Superseded values are not recommended for survey control.
 FX2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2844.See file dsdata.txt to determine how the superseded data were derived.
 FX2844
 FX2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8183929511(NAD 83)
 FX2844_MARKER: DE = TRAVERSE STATION DISK
 FX2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2844_SP_SET: CONCRETE POST
 FX2844_STAMPING: ABANDON 1980
 FX2844_MARK LOGO: NCGS  
 FX2844_PROJECTION: RECESSED 3 CENTIMETERS
 FX2844_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2844+STABILITY: SURFACE MOTION
 FX2844
 FX2844  HISTORY     - Date     Condition        Report By
 FX2844  HISTORY     - 1980     MONUMENTED       NCGS
 FX2844  HISTORY     - 1981     GOOD             NCGS
 FX2844  HISTORY     - 1985     GOOD             USPSQD
 FX2844  HISTORY     - 19950422 GOOD             USPSQD
 FX2844
 FX2844                          STATION DESCRIPTION
 FX2844
 FX2844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2844'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE WEST-SOUTHWEST OF
 FX2844'JACKSON.
 FX2844'
 FX2844'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON, PROCEED WESTERLY
 FX2844'ALONG US 158 FOR 0.8 MILE TO A FIELD ROAD TO AN ABANDONED FARM HOUSE
 FX2844'ON RIGHT AND STATION ON 4 FOOT BANK IN NORTHWEST QUADRANT, AND 0.2
 FX2844'MILE SOUTHWEST OF SR 1380.
 FX2844'
 FX2844'STATION MARK IS A STANDARD DISK STAMPED---ABANDON 1980---SET IN TOP
 FX2844'OF A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.  MARK IS
 FX2844'50.0 FEET NORTH OF THE CENTERLINE OF US 158, 18.0 FEET WEST-SOUTHWEST
 FX2844'OF CENTERLINE OF FIELD ROAD, 37.8 FEET WEST OF EAST END OF METAL
 FX2844'CULVERT UNDER DIRT DRIVEWAY, 118.7 FEET WEST-NORTHWEST OF POWER POLE
 FX2844'1345 ACROSS HIGHWAY AND WITH REFERENCE TAG, 2.6 FEET SOUTH-SOUTHEAST
 FX2844'OF A WITNESS POST AND 162.8 FEET EAST-NORTHEAST OF RIGHT-OF-WAY
 FX2844'MARKER.
 FX2844
 FX2844                          STATION RECOVERY (1981)
 FX2844
 FX2844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2844'0.8 MI WSW FROM JACKSON.
 FX2844'FROM THE COURTHOUSE IN JACKSON, 0.8 MILE WESTERLY ALONG US 158
 FX2844'TO A FIELD ROAD TO AN ABANDONED FARM HOUSE ON RIGHT AND STATION
 FX2844'ON FOUR FOOT BANK IN NORTHWEST QUADRANT AND 0.2 MILE SOUTHWEST
 FX2844'OF SR 1380, 50.0 FEET NORTH OF CENTERLINE OF US 158, 18.0 FEET
 FX2844'WEST-SOUTHWEST OF CENTERLINE OF FIELD ROAD, 37.8 FEET WEST OF
 FX2844'EAST END OF METAL CULVERT UNDER DIRT DRIVEWAY, 118.7 FEET WEST
 FX2844'NORTHWEST OF POWER POLE 1345 ACROSS HIGHWAY WITH REFERENCE TAG,
 FX2844'2.6 FEET SOUTH-SOUTHEAST OF A WITNESS POST, 162.8 FEET EAST-NORTHEAST
 FX2844'OF RIGHT OF WAY MARKER.
 FX2844
 FX2844                          STATION RECOVERY (1985)
 FX2844
 FX2844'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2844'RECOVERED IN GOOD CONDITION.
 FX2844
 FX2844                          STATION RECOVERY (1995)
 FX2844
 FX2844'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4531 ***********************************************************************
 FY4531  DESIGNATION -  ABANDON
 FY4531  PID         -  FY4531
 FY4531  STATE/COUNTY-  NC/CASWELL
 FY4531  USGS QUAD   -  LEASBURG (1968)
 FY4531
 FY4531                         *CURRENT SURVEY CONTROL
 FY4531  ___________________________________________________________________
 FY4531* NAD 83(2001)-  36 24 24.19122(N)    079 14 43.78941(W)     ADJUSTED  
 FY4531* NAVD 88     -       171.1    (meters)     561.     (feet)  VERTCON   
 FY4531  ___________________________________________________________________
 FY4531  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FY4531  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FY4531  HORZ ORDER  -  SECOND
 FY4531
 FY4531.The horizontal coordinates were established by classical geodetic methods
 FY4531.and adjusted by the National Geodetic Survey in August 2005.
 FY4531
 FY4531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4531
 FY4531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4531
 FY4531.The geoid height was determined by GEOID03.
 FY4531
 FY4531;                    North         East     Units Scale Factor Converg.
 FY4531;SPC NC       -   294,759.268   587,578.868   MT  1.00007585   -0 08 30.1
 FY4531;SPC NC       -   967,056.03  1,927,748.34   sFT  1.00007585   -0 08 30.1
 FY4531;UTM  17      - 4,030,491.025   657,320.564   MT  0.99990494   +1 02 29.5
 FY4531
 FY4531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4531!SPC NC       -   0.99997804  x   1.00007585  =   1.00005388
 FY4531!UTM  17      -   0.99997804  x   0.99990494  =   0.99988298
 FY4531
 FY4531                          SUPERSEDED SURVEY CONTROL
 FY4531
 FY4531  NAD 83(1993)-  36 24 24.19210(N)    079 14 43.79238(W) AD(       ) 2
 FY4531  NAD 83(1986)-  36 24 24.19562(N)    079 14 43.79490(W) AD(       ) 2
 FY4531  NGVD 29 (08/10/92)  171.3    (m)          562.     (f) VERT ANG    3  
 FY4531
 FY4531.Superseded values are not recommended for survey control.
 FY4531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4531.See file dsdata.txt to determine how the superseded data were derived.
 FY4531
 FY4531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5732130491(NAD 83)
 FY4531_MARKER: DE = TRAVERSE STATION DISK
 FY4531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4531_STAMPING: ABANDON 1982
 FY4531_PROJECTION: FLUSH
 FY4531_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4531+STABILITY: SURFACE MOTION
 FY4531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4531+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY4531
 FY4531  HISTORY     - Date     Condition        Report By
 FY4531  HISTORY     - 1982     MONUMENTED       NCGS
 FY4531  HISTORY     - 19960225 GOOD             GEOMET
 FY4531  HISTORY     - 20060308 GOOD             GEOCAC
 FY4531
 FY4531                          STATION DESCRIPTION
 FY4531
 FY4531'DESCRIBED BY GEOMETRICS GPS INCORPORATED 1996 (LGW)
 FY4531'10 FT (3.0 M) X 10 FT (3.0 M) .  FLUSH WITH GROUND, 14 INCH MAT.
 FY4531
 FY4531                          STATION RECOVERY (2006)
 FY4531
 FY4531'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY4531'RECOVERED IN GOOD CONDITION. DELETE REFERENCE TO ABANDONED HOUSE,
 FY4531'WHICH HAS BEEN REMOVED. STATION IS LOCATED ABOUT 4.9 MILES WEST OF
 FY4531'LEASBURG AND 5.1 MILES EAST OF YANCEYVILLE. TO REACH FROM NC-86 IN
 FY4531'PLEASANT GROVE, PROCEED NORTHEASTERLY ALONG US-158 FOR 1.75 MILES TO
 FY4531'SR1564, THENCE 0.45 MILE NORTHEAST ALONG SR1564 TO STATION ON RIGHT,
 FY4531'AT THE EDGE OF A CLEARING.
 FY4531' 
 FY4531'THE STATION IS A STANDARD NCGS DISK STAMPED  ABANDON 1982 , SET INTO
 FY4531'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, FLUSH WITH THE
 FY4531'GROUND.  LOCATED 8.0 METERS (26.3 FT) EAST-SOUTHEAST OF THE CENTERLINE
 FY4531'OF SR1564, AND 21.5 METERS (70.6 FT) NORTH-NORTHEAST OF A TELEPHONE
 FY4531'PEDESTAL BESIDE A WOODEN UTILITY POLE.
 FY4531' 
 FY4531' A WITNESS POST WAS FOUND BROKEN OFF BY MACHINERY. THE STATION IS 1.3
 FY4531'METERS (4.1 FT) SOUTH-SOUTHWEST OF THE LOWER PORTION OF THE MOUNTING
 FY4531'POST.
 FY4531' 
 FY4531' 
 FY4531' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9127 ***********************************************************************
 AF9127  DESIGNATION -  ABANDON
 AF9127  PID         -  AF9127
 AF9127  STATE/COUNTY-  NC/BEAUFORT
 AF9127  USGS QUAD   -  HOKE (1978)
 AF9127
 AF9127                         *CURRENT SURVEY CONTROL
 AF9127  ___________________________________________________________________
 AF9127* NAD 83(2001)-  35 38 41.04532(N)    076 48 03.57250(W)     ADJUSTED  
 AF9127* NAVD 88     -        12.0    (meters)      39.     (feet)  VERT ANG  
 AF9127  ___________________________________________________________________
 AF9127  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF9127  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 AF9127  HORZ ORDER  -  SECOND
 AF9127
 AF9127.The horizontal coordinates were established by classical geodetic methods
 AF9127.and adjusted by the National Geodetic Survey in August 2005.
 AF9127
 AF9127.The orthometric height was determined by vertical angle observations.
 AF9127
 AF9127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9127
 AF9127.The geoid height was determined by GEOID03.
 AF9127
 AF9127;                    North         East     Units Scale Factor Converg.
 AF9127;SPC NC       -   212,390.528   808,720.322   MT  0.99989604   +1 16 09.1
 AF9127;SPC NC       -   696,817.92  2,653,276.59   sFT  0.99989604   +1 16 09.1
 AF9127;UTM  18      - 3,946,039.204   336,947.254   MT  0.99992762   -1 02 59.2
 AF9127
 AF9127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9127!SPC NC       -   1.00000389  x   0.99989604  =   0.99989993
 AF9127!UTM  18      -   1.00000389  x   0.99992762  =   0.99993151
 AF9127
 AF9127                          SUPERSEDED SURVEY CONTROL
 AF9127
 AF9127  NAD 83(1986)-  35 38 41.05699(N)    076 48 03.58270(W) AD(       ) 2
 AF9127
 AF9127.Superseded values are not recommended for survey control.
 AF9127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9127.See file dsdata.txt to determine how the superseded data were derived.
 AF9127
 AF9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3694746039(NAD 83)
 AF9127_MARKER: DE = TRAVERSE STATION DISK
 AF9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9127_STAMPING: ABANDON 1983
 AF9127_MARK LOGO: NCGS  
 AF9127_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9127+STABILITY: SURFACE MOTION
 AF9127
 AF9127  HISTORY     - Date     Condition        Report By
 AF9127  HISTORY     - 1983     MONUMENTED       NCGS
 AF9127
 AF9127                          STATION DESCRIPTION
 AF9127
 AF9127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AF9127'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTHEAST OF PINETOWN AND
 AF9127'25.8 KM (16.05 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 20.0
 AF9127'KM (12.40 MI) NORTH FROM US 264, OR 7.1 KM (4.40 MI) SOUTH FROM THE
 AF9127'COUNTY LINE, IN THE RIGHT SHOULDER, IN FRONT OF AN ABANDONED HOUSE IN
 AF9127'A PECAN GROVE. MARK IS RECESSED 5 INCHES BELOW GROUND. LOCATED 5.7 M
 AF9127'(18.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.2 M (10.5 FT)
 AF9127'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 9.6 M (31.5 FT)
 AF9127'NORTHEAST OF THE NORTHWEST END OF A CONCRETE DRIVEWAY CULVERT ON THE
 AF9127'EAST SIDE OF NC 32, 7.2 M (23.6 FT) NORTHWEST OF AN 8-INCH CEDAR--AND
 AF9127'11.7 M (38.4 FT) SOUTHWEST OF A 24-INCH PINE, 18.2 M (59.7 FT) NORTH
 AF9127'OF A PEDESTAL AND POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1395 ***********************************************************************
 EZ1395  DESIGNATION -  ABANDONED
 EZ1395  PID         -  EZ1395
 EZ1395  STATE/COUNTY-  NC/CHATHAM
 EZ1395  USGS QUAD   -  MERRY OAKS (1981)
 EZ1395
 EZ1395                         *CURRENT SURVEY CONTROL
 EZ1395  ___________________________________________________________________
 EZ1395* NAD 83(2001)-  35 44 10.73545(N)    079 05 36.69917(W)     ADJUSTED  
 EZ1395* NAVD 88     -       113.264  (meters)     371.60   (feet)  ADJUSTED  
 EZ1395  ___________________________________________________________________
 EZ1395  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 EZ1395  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EZ1395  DYNAMIC HT  -         113.170 (meters)     371.29  (feet)  COMP
 EZ1395  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 EZ1395
 EZ1395  HORZ ORDER  -  SECOND
 EZ1395  VERT ORDER  -  SECOND    CLASS II
 EZ1395
 EZ1395.The horizontal coordinates were established by classical geodetic methods
 EZ1395.and adjusted by the National Geodetic Survey in August 2005.
 EZ1395
 EZ1395.The orthometric height was determined by differential leveling
 EZ1395.and adjusted in June 1991.
 EZ1395
 EZ1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1395
 EZ1395.The geoid height was determined by GEOID03.
 EZ1395
 EZ1395.The dynamic height is computed by dividing the NAVD 88
 EZ1395.geopotential number by the normal gravity value computed on the
 EZ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1395.degrees latitude (g = 980.6199 gals.).
 EZ1395
 EZ1395.The modeled gravity was interpolated from observed gravity values.
 EZ1395
 EZ1395;                    North         East     Units Scale Factor Converg.
 EZ1395;SPC NC       -   220,349.175   601,141.226   MT  0.99990826   -0 03 14.3
 EZ1395;SPC NC       -   722,928.92  1,972,244.17   sFT  0.99990826   -0 03 14.3
 EZ1395;UTM  17      - 3,956,378.253   672,406.207   MT  0.99996628   +1 06 49.5
 EZ1395
 EZ1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1395!SPC NC       -   0.99998713  x   0.99990826  =   0.99989539
 EZ1395!UTM  17      -   0.99998713  x   0.99996628  =   0.99995341
 EZ1395
 EZ1395:                Primary Azimuth Mark                     Grid Az
 EZ1395:SPC NC       -  CLARK                                    084 47 35.6
 EZ1395:UTM  17      -  CLARK                                    083 37 31.8
 EZ1395
 EZ1395|---------------------------------------------------------------------|
 EZ1395| PID    Reference Object                     Distance      Geod. Az  |
 EZ1395|                                                           dddmmss.s |
 EZ1395| EZ1396 CLARK                               APPROX. 0.7 KM 0844421.3 |
 EZ1395|---------------------------------------------------------------------|
 EZ1395
 EZ1395                          SUPERSEDED SURVEY CONTROL
 EZ1395
 EZ1395  NAD 83(1986)-  35 44 10.74016(N)    079 05 36.70863(W) AD(       ) 2
 EZ1395  NAD 27      -  35 44 10.21531(N)    079 05 37.65764(W) AD(       ) 2
 EZ1395  NGVD 29 (??/??/92)  113.50   (m)          372.4    (f) COMPUTED    2 2
 EZ1395
 EZ1395.Superseded values are not recommended for survey control.
 EZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1395.See file dsdata.txt to determine how the superseded data were derived.
 EZ1395
 EZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7240656378(NAD 83)
 EZ1395_MARKER: DE = TRAVERSE STATION DISK
 EZ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1395_STAMPING: ABANDONED 1973
 EZ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1395+STABILITY: SURFACE MOTION
 EZ1395
 EZ1395  HISTORY     - Date     Condition        Report By
 EZ1395  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1395  HISTORY     - 1974     GOOD             NCGS
 EZ1395  HISTORY     - 19940514 GOOD             USPSQD
 EZ1395
 EZ1395                          STATION DESCRIPTION
 EZ1395
 EZ1395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ1395'ABANDONED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1395'IN THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1395'
 EZ1395'ABANDONED IS LOCATED APPROXIMATELY 0.5 MILE WEST OF GRIFFINS
 EZ1395'CROSSROADS, AND 4.8 MILES EAST OF PITTSBORO.  TO REACH STATION
 EZ1395'FROM THE COURTHOUSE IN PITTSBORO.  PROCEED EASTERLY ALONG U.S. 64
 EZ1395'FOR 5.15 MILES TO STATION ON THE LEFT AT THE WEST SIDE OF A
 EZ1395'DRIVEWAY LEADING NORTH TO A 1-1/2 STORY WHITE SHINGLED HOUSE
 EZ1395'(ABANDONED), AND 0.55 MILE WEST OF INTERSECTION WITH SR 1700
 EZ1395'(GRIFFINS CROSSROADS).
 EZ1395'
 EZ1395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1395'ABANDONED 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ1395'OF WHICH IS FLUSH WITH THE GROUND.
 EZ1395'
 EZ1395'MARK IS 48.0 FT N OF C/L OF U.S. 64
 EZ1395'
 EZ1395'15.3 FT W OF C/L OF DRIVEWAY
 EZ1395'
 EZ1395'125.0 FT SSE OF SE CORNER OF 1-1/2 STORY WHITE SHINGLED HOUSE
 EZ1395'
 EZ1395'34.8 FT E OF 18 IN PINE WITH ALUMINUM REF. TAG
 EZ1395
 EZ1395                          STATION RECOVERY (1974)
 EZ1395
 EZ1395'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1395'4.8 MI E FROM PITTSBORO.
 EZ1395'ABANDONED IS LOCATED APPROXIMATELY 0.5 MILE WEST OF GRIFFINS
 EZ1395'CROSSROADS.  TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO,
 EZ1395'PROCEED EASTERLY ALONG U.S. 64 FOR 5.15 MILES TO STATION ON THE
 EZ1395'LEFT AT THE WEST SIDE OF A DRIVEWAY LEADING NORTH TO A 1 1/2
 EZ1395'STORY WHITE SHINGLED HOUSE (ABANDONED), AND 0.55 MILE WEST OF
 EZ1395'INTERSECTION WITH SR 1700 (GRIFFINS CROSSROADS), 48.0 FT NORTH
 EZ1395'OF C/L OF U.S. 64, 15.3 FT WEST OF C/L OF DRIVEWAY, 125.0 FT
 EZ1395'SSE OF SE CORNER OF 1 1/2 STORY WHITE SHINGLED HOUSE, AND 34.8
 EZ1395'FT EAST OF 18 IN PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP
 EZ1395'OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 EZ1395
 EZ1395                          STATION RECOVERY (1994)
 EZ1395
 EZ1395'RECOVERY NOTE BY US POWER SQUADRON 1994
 EZ1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2799 ***********************************************************************
 FA2799  DESIGNATION -  ABANDONED
 FA2799  PID         -  FA2799
 FA2799  STATE/COUNTY-  NC/IREDELL
 FA2799  USGS QUAD   -  STATESVILLE EAST (1993)
 FA2799
 FA2799                         *CURRENT SURVEY CONTROL
 FA2799  ___________________________________________________________________
 FA2799* NAD 83(2001)-  35 50 24.40918(N)    080 45 58.80934(W)     ADJUSTED  
 FA2799* NAVD 88     -       257.7    (meters)     845.     (feet)  VERTCON   
 FA2799  ___________________________________________________________________
 FA2799  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA2799  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA2799  HORZ ORDER  -  SECOND
 FA2799
 FA2799.The horizontal coordinates were established by classical geodetic methods
 FA2799.and adjusted by the National Geodetic Survey in August 2005.
 FA2799
 FA2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2799
 FA2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2799
 FA2799.The geoid height was determined by GEOID03.
 FA2799
 FA2799;                    North         East     Units Scale Factor Converg.
 FA2799;SPC NC       -   233,280.751   450,041.364   MT  0.99992520   -1 01 10.1
 FA2799;SPC NC       -   765,355.26  1,476,510.71   sFT  0.99992520   -1 01 10.1
 FA2799;UTM  17      - 3,966,240.153   521,102.033   MT  0.99960549   +0 08 12.5
 FA2799
 FA2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2799!SPC NC       -   0.99996461  x   0.99992520  =   0.99988982
 FA2799!UTM  17      -   0.99996461  x   0.99960549  =   0.99957012
 FA2799
 FA2799:                Primary Azimuth Mark                     Grid Az
 FA2799:SPC NC       -  DAYVAULT                                 346 23 57.6
 FA2799:UTM  17      -  DAYVAULT                                 345 14 35.0
 FA2799
 FA2799|---------------------------------------------------------------------|
 FA2799| PID    Reference Object                     Distance      Geod. Az  |
 FA2799|                                                           dddmmss.s |
 FA2799| FA2800 DAYVAULT                            APPROX. 0.7 KM 3452247.5 |
 FA2799|---------------------------------------------------------------------|
 FA2799
 FA2799                          SUPERSEDED SURVEY CONTROL
 FA2799
 FA2799  NAD 83(1986)-  35 50 24.41987(N)    080 45 58.81544(W) AD(       ) 2
 FA2799  NAD 27      -  35 50 23.92995(N)    080 45 59.57793(W) AD(       ) 2
 FA2799  NGVD 29 (07/19/86)  257.9    (m)          846.     (f) VERT ANG    3  
 FA2799
 FA2799.Superseded values are not recommended for survey control.
 FA2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2799.See file dsdata.txt to determine how the superseded data were derived.
 FA2799
 FA2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2110266240(NAD 83)
 FA2799_MARKER: DE = TRAVERSE STATION DISK
 FA2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2799_STAMPING: ABANDONED 1973
 FA2799_MARK LOGO: NCGS  
 FA2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2799+STABILITY: SURFACE MOTION
 FA2799
 FA2799  HISTORY     - Date     Condition        Report By
 FA2799  HISTORY     - 1973     MONUMENTED       NCGS
 FA2799
 FA2799                          STATION DESCRIPTION
 FA2799
 FA2799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2799'ABANDONED IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2799'THE VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2799'
 FA2799'ABANDONED IS LOCATED APPROXIMATELY 2.1 MILES WSW OF SMALL COMMUNITY
 FA2799'OF COOL SPRINGS, AND 7.8 MILES ENE OF STATESVILLE.  TO REACH
 FA2799'STATION FROM THE U.S. 64 BRIDGE OVER I-77 IN STATESVILLE.  PROCEED
 FA2799'EASTERLY ALONG U.S. 64 FOR 06.75 MILES TO THE INTERSECTION WITH SR
 FA2799'2155, THENCE NW ALONG SR 2155 (AND THENCE SR 2167) FOR 01.35 MILES TO
 FA2799'STATION ON THE RIGHT.  0.55 MILES SE OF SR 2167 BRIDGE OVER I-40.
 FA2799'APPROXIMATELY 0.1 MILES NORTH OF INTERSECTION WITH SR 2165 EAST.  AND
 FA2799'APPROXIMATELY 200 FT NE OF AN OLD ABANDONED FRAME HOUSE.
 FA2799'
 FA2799'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA2799'ABANDONED 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2799'WHICH IS 6 INCHES BELOW THE GROUND.
 FA2799'
 FA2799'MARK IS 14.7 FT ENE OF C/L OF SR 2167
 FA2799'
 FA2799'16.8 FT WSW OF 24 IN OAK W/ALUMINUM REF. TAG
 FA2799'
 FA2799'19.2 FT WNW OF 15 IN OAK W/ALUMINUM REF. TAG
 FA2799'
 FA2799'192.2 FT SSE OF S END OF CONCRETE CULVERT UNDER PAVED LANE LEADING
 FA2799'WEST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3087 ***********************************************************************
 FA3087  DESIGNATION -  ABBEY
 FA3087  PID         -  FA3087
 FA3087  STATE/COUNTY-  NC/GASTON
 FA3087  USGS QUAD   -  MOUNT HOLLY (1993)
 FA3087
 FA3087                         *CURRENT SURVEY CONTROL
 FA3087  ___________________________________________________________________
 FA3087* NAD 83(2001)-  35 15 25.11710(N)    081 02 37.36395(W)     ADJUSTED  
 FA3087* NAVD 88     -       223.86   (+/-2cm)     734.4    (feet)  VERTCON   
 FA3087  ___________________________________________________________________
 FA3087  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 FA3087  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FA3087  HORZ ORDER  -  SECOND
 FA3087  VERT ORDER  -  THIRD ? (See Below)
 FA3087
 FA3087.The horizontal coordinates were established by classical geodetic methods
 FA3087.and adjusted by the National Geodetic Survey in August 2005.
 FA3087
 FA3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3087.The vertical order pertains to the NGVD 29 superseded value.
 FA3087
 FA3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3087
 FA3087.The geoid height was determined by GEOID03.
 FA3087
 FA3087;                    North         East     Units Scale Factor Converg.
 FA3087;SPC NC       -   169,082.997   423,656.457   MT  0.99987260   -1 10 46.5
 FA3087;SPC NC       -   554,733.13  1,389,946.23   sFT  0.99987260   -1 10 46.5
 FA3087;UTM  17      - 3,901,542.314   496,023.699   MT  0.99960019   -0 01 30.8
 FA3087
 FA3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3087!SPC NC       -   0.99996971  x   0.99987260  =   0.99984232
 FA3087!UTM  17      -   0.99996971  x   0.99960019  =   0.99956991
 FA3087
 FA3087|---------------------------------------------------------------------|
 FA3087| PID    Reference Object                     Distance      Geod. Az  |
 FA3087|                                                           dddmmss.s |
 FA3087| FA3101 PURE                                328.611 METERS 16641     |
 FA3087|---------------------------------------------------------------------|
 FA3087
 FA3087                          SUPERSEDED SURVEY CONTROL
 FA3087
 FA3087  NAD 83(1986)-  35 15 25.13479(N)    081 02 37.37008(W) AD(       ) 2
 FA3087  NAD 27      -  35 15 24.63142(N)    081 02 38.10391(W) AD(       ) 2
 FA3087  NGVD 29 (07/19/86)  224.08   (m)          735.2    (f) LEVELING    3  
 FA3087
 FA3087.Superseded values are not recommended for survey control.
 FA3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3087.See file dsdata.txt to determine how the superseded data were derived.
 FA3087
 FA3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9602401542(NAD 83)
 FA3087_MARKER: DE = TRAVERSE STATION DISK
 FA3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3087_STAMPING: ABBEY 1964
 FA3087_MARK LOGO: NCGS  
 FA3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3087+STABILITY: SURFACE MOTION
 FA3087
 FA3087  HISTORY     - Date     Condition        Report By
 FA3087  HISTORY     - 1964     MONUMENTED       NCGS
 FA3087  HISTORY     - 19851207 GOOD             USPSQD
 FA3087  HISTORY     - 1988     GOOD             USPSQD
 FA3087  HISTORY     - 1989     GOOD             USPSQD
 FA3087  HISTORY     - 19971220 GOOD             USPSQD
 FA3087  HISTORY     - 19991203 GOOD             USPSQD
 FA3087  HISTORY     - 20010331 GOOD             NGS
 FA3087
 FA3087                          STATION DESCRIPTION
 FA3087
 FA3087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3087'ABBEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3087'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3087'
 FA3087'ABBEY IS 7.8 MILES E OF GASTONIA, LOCATED 0.08 MILES N ALONG
 FA3087'THE MT. HOLLY RD. FROM INTERSECTION OF MT. HOLLY RD. AND
 FA3087'NC 7.  0.1 MILE S ALONG MT. HOLLY RD. FROM BELMONT ABBEY COLLEGE
 FA3087'AND IN SW QUADRANT OF BRIDGE OVER I 85 ON MT. HOLLY RD.
 FA3087'
 FA3087'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA3087'ABBEY 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA3087'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3087'
 FA3087'MARK IS
 FA3087'
 FA3087'31.2 FT W OF C/L OF MT. HOLLY RD.
 FA3087'
 FA3087'3.1 FT S OF SE BRIDGE
 FA3087'
 FA3087'70.4 FT E OF R/W MARK
 FA3087'
 FA3087'62.6 FT W OF SE BRIDGE RAIL
 FA3087'
 FA3087'4.3 FT W OF SW CORNER OF BRIDGE SIDEWALK
 FA3087'
 FA3087'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3087
 FA3087                          STATION RECOVERY (1985)
 FA3087
 FA3087'RECOVERY NOTE BY US POWER SQUADRON 1985 (JJR)
 FA3087'RECOVERED IN GOOD CONDITION.
 FA3087
 FA3087                          STATION RECOVERY (1988)
 FA3087
 FA3087'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 FA3087'RECOVERED IN GOOD CONDITION.
 FA3087
 FA3087                          STATION RECOVERY (1989)
 FA3087
 FA3087'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA3087'RECOVERED IN GOOD CONDITION.
 FA3087
 FA3087                          STATION RECOVERY (1997)
 FA3087
 FA3087'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3087'RECOVERED IN GOOD CONDITION.
 FA3087
 FA3087                          STATION RECOVERY (1999)
 FA3087
 FA3087'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3087'RECOVERED IN GOOD CONDITION.
 FA3087
 FA3087                          STATION RECOVERY (2001)
 FA3087
 FA3087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3087'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0438 ***********************************************************************
 FA0438  DESIGNATION -  ABBIE
 FA0438  PID         -  FA0438
 FA0438  STATE/COUNTY-  NC/MECKLENBURG
 FA0438  USGS QUAD   -  MINT HILL (1993)
 FA0438
 FA0438                         *CURRENT SURVEY CONTROL
 FA0438  ___________________________________________________________________
 FA0438* NAD 83(2001)-  35 10 23.43894(N)    080 42 24.80115(W)     ADJUSTED  
 FA0438* NAVD 88     -       223.861  (meters)     734.45   (feet)  ADJUSTED  
 FA0438  ___________________________________________________________________
 FA0438  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FA0438  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA0438  DYNAMIC HT  -         223.656 (meters)     733.78  (feet)  COMP
 FA0438  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FA0438
 FA0438  HORZ ORDER  -  SECOND
 FA0438  VERT ORDER  -  SECOND    CLASS 0
 FA0438
 FA0438.The horizontal coordinates were established by classical geodetic methods
 FA0438.and adjusted by the National Geodetic Survey in August 2005.
 FA0438
 FA0438.The orthometric height was determined by differential leveling
 FA0438.and adjusted in June 1991.
 FA0438
 FA0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0438
 FA0438.The geoid height was determined by GEOID03.
 FA0438
 FA0438.The dynamic height is computed by dividing the NAVD 88
 FA0438.geopotential number by the normal gravity value computed on the
 FA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0438.degrees latitude (g = 980.6199 gals.).
 FA0438
 FA0438.The modeled gravity was interpolated from observed gravity values.
 FA0438
 FA0438;                    North         East     Units Scale Factor Converg.
 FA0438;SPC NC       -   159,209.534   454,138.756   MT  0.99987353   -0 59 06.6
 FA0438;SPC NC       -   522,339.95  1,489,953.57   sFT  0.99987353   -0 59 06.6
 FA0438;UTM  17      - 3,892,287.391   526,690.410   MT  0.99960878   +0 10 07.9
 FA0438
 FA0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0438!SPC NC       -   0.99996961  x   0.99987353  =   0.99984314
 FA0438!UTM  17      -   0.99996961  x   0.99960878  =   0.99957840
 FA0438
 FA0438|---------------------------------------------------------------------|
 FA0438| PID    Reference Object                     Distance      Geod. Az  |
 FA0438|                                                           dddmmss.s |
 FA0438| FA0437 BARTLETT                            271.534 METERS 03337     |
 FA0438| FA0440 GROVE                               APPROX. 0.7 KM 2111012.3 |
 FA0438|---------------------------------------------------------------------|
 FA0438
 FA0438                          SUPERSEDED SURVEY CONTROL
 FA0438
 FA0438  NAD 83(1986)-  35 10 23.45561(N)    080 42 24.80765(W) AD(       ) 2
 FA0438  NAD 27      -  35 10 22.92412(N)    080 42 25.55797(W) AD(       ) 2
 FA0438  NGVD 29 (??/??/92)  224.087  (m)          735.19   (f) ADJ UNCH    2 0
 FA0438
 FA0438.Superseded values are not recommended for survey control.
 FA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0438.See file dsdata.txt to determine how the superseded data were derived.
 FA0438
 FA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2669092287(NAD 83)
 FA0438_MARKER: DE = TRAVERSE STATION DISK
 FA0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0438_STAMPING: ABBIE 1970
 FA0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0438
 FA0438  HISTORY     - Date     Condition        Report By
 FA0438  HISTORY     - 1970     MONUMENTED       NCGS
 FA0438  HISTORY     - 1972     GOOD             NCGS
 FA0438  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 FA0438  HISTORY     - 1980     MARK NOT FOUND   USPSQD
 FA0438  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FA0438  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0438  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0438
 FA0438                          STATION DESCRIPTION
 FA0438
 FA0438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0438'ABBIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0438'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0438'
 FA0438'ABBIE IS LOCATED APPROXIMATELY 9.0 MILES SOUTHEAST OF CHARLOTTE.
 FA0438'STATION IS IN THE SOUTHWEST QUADRANT OF INTERSECTION OF SR 3156 AND
 FA0438'SR 3143, AT NORTH END OF SIDE DITCH AND SOUTH SIDE OF DRIVEWAY TO A
 FA0438'HOUSE ON EAST SIDE OF SR 3156 FRONTING SR 3143.
 FA0438'
 FA0438'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ABBIE
 FA0438'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA0438'FLUSH WITH THE SURFACE OF THE GROUND.
 FA0438'
 FA0438'MARK IS
 FA0438'17.2 FEET SE OF C/L OF SR 3156.
 FA0438'50.9 FEET SW OF C/L OF SR 3143.
 FA0438'79.6 FEET SW OF ALUMINUM REF. TAG ON PP NO. 50 W/TRANSFORMER.
 FA0438'4.9 FEET N OF ALUMINUM REF. TAG ON ROAD MILEAGE SIGN POST.
 FA0438'5.6 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN POST.
 FA0438'60.9 FEET SE OF U. S. GEOLOGICAL BM IN BASE OF CONCRETE TEXACO
 FA0438'SIGN POST.
 FA0438'67.4 FEET N OF ALUMINUM REF. TAG ON PP NO. 15.
 FA0438
 FA0438                          STATION RECOVERY (1972)
 FA0438
 FA0438'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0438'3.6 MI SSE FROM HICKORY GROVE.
 FA0438'STATION IS LOCATED 8.6 MI. SE OF DOWNTOWN CHARLOTTE, ABOUT 2.0
 FA0438'MI. E ALONG SR 3169 AND SR 3156 FROM INTERSECTION WITH U.S. 74,
 FA0438'AND IN SOUTH QUADRANT OF INTERSECTION OF SR 3156 AND SR 3143,
 FA0438'17.2 FT SE OF C/L OF SR 3156, 50.9 FT SW OF C/L OF SR 3143,
 FA0438'60.9 FT SE OF USGS BM 205 HLZ IN CONCRETE BASE OF TEXACO SIGN,
 FA0438'5.6 FT NE OF ALUMINUM REF. TAG ON STOP SIGN POST, 4.9 FT N OF
 FA0438'ALUMINUM REF. TAG ON A ROAD MILEAGE SIGN POST AND 67.4 FT N OF
 FA0438'ALUMINUM REF. TAG ON PP 15.  MARK IS FLUSH WITH THE GROUND.
 FA0438
 FA0438                          STATION RECOVERY (1977)
 FA0438
 FA0438'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0438'MARK NOT FOUND.
 FA0438
 FA0438                          STATION RECOVERY (1980)
 FA0438
 FA0438'RECOVERY NOTE BY US POWER SQUADRON 1980 (LFH)
 FA0438'MARK NOT FOUND.
 FA0438
 FA0438                          STATION RECOVERY (1985)
 FA0438
 FA0438'RECOVERY NOTE BY US POWER SQUADRON 1985 (LJL)
 FA0438'MARK NOT FOUND.
 FA0438
 FA0438                          STATION RECOVERY (1987)
 FA0438
 FA0438'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0438'MARK NOT FOUND.
 FA0438
 FA0438                          STATION RECOVERY (1988)
 FA0438
 FA0438'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0438'MARK NOT FOUND.
 FA0438
 FA0438                          STATION RECOVERY (1989)
 FA0438
 FA0438'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6465 ***********************************************************************
 AI6465  HT_MOD      -  This is a Height Modernization Survey Station.
 AI6465  DESIGNATION -  ABBIE
 AI6465  PID         -  AI6465
 AI6465  STATE/COUNTY-  NC/ASHE
 AI6465  USGS QUAD   -  WARRENSVILLE (1966)
 AI6465
 AI6465                         *CURRENT SURVEY CONTROL
 AI6465  ___________________________________________________________________
 AI6465* NAD 83(2007)-  36 23 59.58993(N)    081 30 59.98553(W)     ADJUSTED  
 AI6465* NAVD 88     -      1154.31   (meters)    3787.1    (feet)  GPS OBS   
 AI6465  ___________________________________________________________________
 AI6465  EPOCH DATE  -        2002.00
 AI6465  X           -     758,364.675 (meters)                     COMP
 AI6465  Y           -  -5,084,450.948 (meters)                     COMP
 AI6465  Z           -   3,764,664.952 (meters)                     COMP
 AI6465  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 AI6465  ELLIP HEIGHT-        1123.191 (meters)          (02/10/07) ADJUSTED
 AI6465  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AI6465
 AI6465  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6465  Type    PID    Designation                      North   East  Ellip
 AI6465  -------------------------------------------------------------------
 AI6465  NETWORK AI6465 ABBIE                             0.65   0.55   2.06
 AI6465  -------------------------------------------------------------------
 AI6465
 AI6465.The horizontal coordinates were established by GPS observations
 AI6465.and adjusted by the National Geodetic Survey in February 2007.
 AI6465
 AI6465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6465.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6465.The horizontal coordinates are valid at the epoch date displayed above.
 AI6465.The epoch date for horizontal control is a decimal equivalence
 AI6465.of Year/Month/Day.
 AI6465
 AI6465.The orthometric height was determined by GPS observations and a
 AI6465.high-resolution geoid model.
 AI6465.The orthometric height was determined by GPS observations and a
 AI6465.high-resolution geoid model using precise GPS observation and
 AI6465.processing techniques.
 AI6465
 AI6465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6465
 AI6465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6465
 AI6465.The ellipsoidal height was determined by GPS observations
 AI6465.and is referenced to NAD 83.
 AI6465
 AI6465.The geoid height was determined by GEOID03.
 AI6465
 AI6465;                    North         East     Units Scale Factor Converg.
 AI6465;SPC NC       -   296,835.427   383,848.335   MT  1.00007345   -1 27 09.2
 AI6465;SPC NC       -   973,867.56  1,259,342.41   sFT  1.00007345   -1 27 09.2
 AI6465;UTM  17      - 4,028,427.109   453,670.459   MT  0.99962644   -0 18 23.8
 AI6465
 AI6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6465!SPC NC       -   0.99982375  x   1.00007345  =   0.99989719
 AI6465!UTM  17      -   0.99982375  x   0.99962644  =   0.99945026
 AI6465
 AI6465|---------------------------------------------------------------------|
 AI6465| PID    Reference Object                     Distance      Geod. Az  |
 AI6465|                                                           dddmmss.s |
 AI6465| AI6467 JORDAN                              372.183 METERS 27639     |
 AI6465|---------------------------------------------------------------------|
 AI6465
 AI6465                          SUPERSEDED SURVEY CONTROL
 AI6465
 AI6465  NAD 83(2001)-  36 23 59.59041(N)    081 30 59.98558(W) AD(       ) 1
 AI6465  ELLIP H (03/13/03) 1123.183  (m)                       GP(       ) 4 2
 AI6465  NAD 83(1986)-  36 23 59.60126(N)    081 30 59.99048(W) AD(       ) 1
 AI6465
 AI6465.Superseded values are not recommended for survey control.
 AI6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6465.See file dsdata.txt to determine how the superseded data were derived.
 AI6465
 AI6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5367028427(NAD 83)
 AI6465_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6465_SETTING: 66 = SET IN ROCK OUTCROP
 AI6465_STAMPING: ABBIE 1999
 AI6465_MARK LOGO: NCGS  
 AI6465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI6465+STABILITY: POSITION/ELEVATION WELL
 AI6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6465+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 AI6465
 AI6465  HISTORY     - Date     Condition        Report By
 AI6465  HISTORY     - 1999     MONUMENTED       NCGS
 AI6465  HISTORY     - 20031104 GOOD             NCGS
 AI6465
 AI6465                          STATION DESCRIPTION
 AI6465
 AI6465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AI6465'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) WEST OF WEST JEFFERSON.
 AI6465'PROCEED ALONG NC 194 FOR 0.1 MI (0.2 KM) NORTHWEST FROM US 221 BYPASS,
 AI6465'THENCE SOUTHWEST FOR 1.0 MI (1.6 KM) ALONG BEAVER CREEK SCHOOL ROAD-SR
 AI6465'1248, THENCE NORTH FOR 1.0 MI (1.6 KM) ALONG BUCK MOUNTAIN CIR-SR
 AI6465'1137, THENCE NORTHWEST FOR 0.85 MI (1.37 KM) ALONG BUCK MOUNTAIN
 AI6465'ROAD-SR 1133, THENCE NORTH FOR 0.4 MI (0.6 KM) ALONG ABBIE TRAIL, ON
 AI6465'THE EAST SIDE OF THE ROAD.  MARK IS ABOUT 2-FT HIGHER THAN ABBIE
 AI6465'TRAIL.  LOCATED 17.5 FT (5.3 M) EAST OF THE CENTERLINE OF ABBIE TRAIL,
 AI6465'60.2 FT (18.3 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORY
 AI6465'WHITE HOUSE, 77.3 FT (23.6 M) NORTHEAST OF PEDESTAL 9 AND 61.1 FT
 AI6465'(18.6 M) SOUTHEAST OF PEDESTAL 11.
 AI6465
 AI6465                          STATION RECOVERY (2003)
 AI6465
 AI6465'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AI6465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2461 ***********************************************************************
 EB2461  DESIGNATION -  ABBOTT
 EB2461  PID         -  EB2461
 EB2461  STATE/COUNTY-  NC/BLADEN
 EB2461  USGS QUAD   -  ABBOTTSBURG (1987)
 EB2461
 EB2461                         *CURRENT SURVEY CONTROL
 EB2461  ___________________________________________________________________
 EB2461* NAD 83(2001)-  34 30 55.13681(N)    078 43 31.94127(W)     ADJUSTED  
 EB2461* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 EB2461  ___________________________________________________________________
 EB2461  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EB2461  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EB2461  HORZ ORDER  -  SECOND
 EB2461
 EB2461.The horizontal coordinates were established by classical geodetic methods
 EB2461.and adjusted by the National Geodetic Survey in August 2005.
 EB2461
 EB2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2461
 EB2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2461
 EB2461.The geoid height was determined by GEOID03.
 EB2461
 EB2461;                    North         East     Units Scale Factor Converg.
 EB2461;SPC NC       -    84,933.180   634,801.903   MT  0.99995457   +0 09 30.3
 EB2461;SPC NC       -   278,651.61  2,082,679.24   sFT  0.99995457   +0 09 30.3
 EB2461;UTM  17      - 3,821,644.430   708,784.471   MT  1.00013733   +1 17 21.2
 EB2461
 EB2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2461!SPC NC       -   1.00000025  x   0.99995457  =   0.99995482
 EB2461!UTM  17      -   1.00000025  x   1.00013733  =   1.00013758
 EB2461
 EB2461:                Primary Azimuth Mark                     Grid Az
 EB2461:SPC NC       -  APEX                                     293 34 18.1
 EB2461:UTM  17      -  APEX                                     292 26 27.2
 EB2461
 EB2461|---------------------------------------------------------------------|
 EB2461| PID    Reference Object                     Distance      Geod. Az  |
 EB2461|                                                           dddmmss.s |
 EB2461| EB2482 APEX                                APPROX. 3.1 KM 2934348.4 |
 EB2461| EB2458 GRIFFIN RM 1                        414.076 METERS 3280853.8 |
 EB2461|---------------------------------------------------------------------|
 EB2461
 EB2461                          SUPERSEDED SURVEY CONTROL
 EB2461
 EB2461  NAD 83(1986)-  34 30 55.14512(N)    078 43 31.95051(W) AD(       ) 2
 EB2461  NAD 27      -  34 30 54.53393(N)    078 43 32.88705(W) AD(       ) 2
 EB2461  NGVD 29 (07/19/86)   33.2    (m)          109.     (f) VERT ANG    3  
 EB2461
 EB2461.Superseded values are not recommended for survey control.
 EB2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2461.See file dsdata.txt to determine how the superseded data were derived.
 EB2461
 EB2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0878421644(NAD 83)
 EB2461_MARKER: DE = TRAVERSE STATION DISK
 EB2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2461_STAMPING: ABBOTT 1973
 EB2461_MARK LOGO: NCGS  
 EB2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2461+STABILITY: SURFACE MOTION
 EB2461
 EB2461  HISTORY     - Date     Condition        Report By
 EB2461  HISTORY     - 1973     MONUMENTED       NCGS
 EB2461  HISTORY     - 1975     GOOD             NCGS
 EB2461  HISTORY     - 1980     GOOD             LOCSUR
 EB2461
 EB2461                          STATION DESCRIPTION
 EB2461
 EB2461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2461'ABBOTT IS A N.C. GEODETIC SURVEY TRAVESE STATION ESTABLISHED IN THE
 EB2461'VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB2461'
 EB2461'ABBOTT IS LOCATED APPROXIMATELY IN ABBOTTSBURG COMMUNITY, AND 3.9
 EB2461'MILES ESE OF BLADENBORO.  TO REACH STATION FROM INTERSECTION OF SR
 EB2461'1003 AND NC 211 IN ABBOTTSBURG, PROCEED SOUTH ALONG SR 1003 FOR 0.1
 EB2461'MILE TO SEABOARD COAST LINE RR AND STATION IN SW QUADRANT OF
 EB2461'CROSSING.
 EB2461'
 EB2461'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ABBOTT
 EB2461'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 2 INCHES BELOW THE
 EB2461'SURFACE OF THE GROUND.
 EB2461'
 EB2461'MARK IS
 EB2461'
 EB2461'12.9 FEET WNW OF A C/L OF SR 1003.
 EB2461'5.5 FEET SSW OF SOUTH RAIL OF MAIN TRACKS.
 EB2461'30.7 FEET NW OF A SE RR CROSSING SIGN W/ALUMINUM REF. TAG.
 EB2461'80.7 FEET N OF A PP NO. 36 W/ALUMINUM REF. TAG.
 EB2461'
 EB2461'GRIFFIN RM 1 IS A NGS REFERENCE MARK SET IN TOP OF A CONCRETE
 EB2461'POST PROJECTING 1 INCH.  IT IS APPROXIMATELY 0.25 MILES (138 FEET)
 EB2461'NW OF STATION ABBOTT, APPROXIMATELY 100 FEET SE OF INTERSECTION OF
 EB2461'NC 211 AND SR 1135, 34.8 FEET SW OF C/L OF NC 211, 32.3 FEET SSE OF
 EB2461'NW END OF CONCRETE CULVERT UNDER SOUTH DRIVEWAY, 29.4 FEET N OF PP,
 EB2461'13.3 FEET NNW OF 36 INCH PINE.
 EB2461
 EB2461                          STATION RECOVERY (1975)
 EB2461
 EB2461'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (ALL)
 EB2461'ABBOTT 1973 RECOVERED GOOD.
 EB2461'
 EB2461'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ABBOTTSBURG
 EB2461'COMMUNITY - 3.9 MI. ESE OF BLADENBORO.
 EB2461
 EB2461                          STATION RECOVERY (1980)
 EB2461
 EB2461'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB2461'ABBOT RECOVERED GOOD.
 EB2461'
 EB2461'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX IN ABBOTSBURG
 EB2461'COMMUNITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3777 ***********************************************************************
 EB3777  DESIGNATION -  ABBOTT
 EB3777  PID         -  EB3777
 EB3777  STATE/COUNTY-  NC/SCOTLAND
 EB3777  USGS QUAD   -  LAURINBURG (1982)
 EB3777
 EB3777                         *CURRENT SURVEY CONTROL
 EB3777  ___________________________________________________________________
 EB3777* NAD 83(2001)-  34 47 51.44274(N)    079 27 29.59095(W)     ADJUSTED  
 EB3777* NAVD 88     -        73.5    (meters)     241.     (feet)  VERTCON   
 EB3777  ___________________________________________________________________
 EB3777  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EB3777  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 EB3777  HORZ ORDER  -  SECOND
 EB3777
 EB3777.The horizontal coordinates were established by classical geodetic methods
 EB3777.and adjusted by the National Geodetic Survey in August 2005.
 EB3777
 EB3777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3777
 EB3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3777
 EB3777.The geoid height was determined by GEOID03.
 EB3777
 EB3777;                    North         East     Units Scale Factor Converg.
 EB3777;SPC NC       -   116,310.383   567,672.636   MT  0.99990380   -0 15 52.1
 EB3777;SPC NC       -   381,594.98  1,862,439.31   sFT  0.99990380   -0 15 52.1
 EB3777;UTM  17      - 3,851,683.704   641,041.500   MT  0.99984518   +0 52 48.0
 EB3777
 EB3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3777!SPC NC       -   0.99999354  x   0.99990380  =   0.99989734
 EB3777!UTM  17      -   0.99999354  x   0.99984518  =   0.99983872
 EB3777
 EB3777                          SUPERSEDED SURVEY CONTROL
 EB3777
 EB3777  NAD 83(1986)-  34 47 51.45663(N)    079 27 29.59595(W) AD(       ) 2
 EB3777  NGVD 29 (04/22/91)   73.8    (m)          242.     (f) VERT ANG    3  
 EB3777
 EB3777.Superseded values are not recommended for survey control.
 EB3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3777.See file dsdata.txt to determine how the superseded data were derived.
 EB3777
 EB3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4104251684(NAD 83)
 EB3777_MARKER: DE = TRAVERSE STATION DISK
 EB3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3777_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3777+STABILITY: SURFACE MOTION
 EB3777
 EB3777  HISTORY     - Date     Condition        Report By
 EB3777  HISTORY     - 1978     MONUMENTED       NCGS
 EB3777
 EB3777                          STATION DESCRIPTION
 EB3777
 EB3777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB3777'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTH OF LAURINBURG.
 EB3777'
 EB3777'THE STATION IS AT THE US 15-501 BUSINESS BYPASS INTERCHANGE WITH US
 EB3777'401 BYPASS NORTH OF LAURINBURG ON THE NORTH SIDE OF THE BRIDGE IN
 EB3777'GRASS TRIANGLE FORMED BY ACCESS ROADS FROM US 15-501.
 EB3777'
 EB3777'STATION MARK IS A STANDARD DISK STAMPED---ABBOTT 1978---SET IN TOP OF
 EB3777'A 9 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. MARK IS 34.3
 EB3777'FEET WEST OF CENTERLINE US 15-501, 26.1 FEET NORTH OF CENTERLINE OF
 EB3777'SOUTHERNMOST ACCESS ROAD, 34.6 FEET EAST-NORTHEAST OF WEST CORNER OF
 EB3777'GRASS TRIANGLE, 65.9 FEET SOUTH OF CENTERLINE OF NORTHERNMOST ACCESS
 EB3777'ROAD PULLED PARALLEL WITH HIGHWAY AND 62.0 FEET NORTH-NORTHEAST OF
 EB3777'TELEPHONE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1777 ***********************************************************************
 FA1777  DESIGNATION -  ABBOTTS
 FA1777  PID         -  FA1777
 FA1777  STATE/COUNTY-  NC/DAVIDSON
 FA1777  USGS QUAD   -  SOUTHMONT (1987)
 FA1777
 FA1777                         *CURRENT SURVEY CONTROL
 FA1777  ___________________________________________________________________
 FA1777* NAD 83(2001)-  35 41 24.05329(N)    080 16 07.10814(W)     ADJUSTED  
 FA1777* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 FA1777  ___________________________________________________________________
 FA1777  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 FA1777  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FA1777  HORZ ORDER  -  FIRST
 FA1777
 FA1777.The horizontal coordinates were established by classical geodetic methods
 FA1777.and adjusted by the National Geodetic Survey in August 2005.
 FA1777
 FA1777.The orthometric height was scaled from a topographic map.
 FA1777
 FA1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1777
 FA1777.The geoid height was determined by GEOID03.
 FA1777
 FA1777;                    North         East     Units Scale Factor Converg.
 FA1777;SPC NC       -   215,942.128   494,784.292   MT  0.99990177   -0 43 56.0
 FA1777;SPC NC       -   708,470.13  1,623,304.80   sFT  0.99990177   -0 43 56.0
 FA1777;UTM  17      - 3,949,813.853   566,173.207   MT  0.99965396   +0 25 36.1
 FA1777
 FA1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1777!SPC NC       -   0.99996799  x   0.99990177  =   0.99986976
 FA1777!UTM  17      -   0.99996799  x   0.99965396  =   0.99962196
 FA1777
 FA1777|---------------------------------------------------------------------|
 FA1777| PID    Reference Object                     Distance      Geod. Az  |
 FA1777|                                                           dddmmss.s |
 FA1777| FA4126 ABBOTTS RM 1                         23.766 METERS 00107     |
 FA1777| FA1842 LEXINGTON MUNICIPAL TANK            APPROX.13.8 KM 0020804.8 |
 FA1777| FA1782 TT 41 HF                             23.154 METERS 18618     |
 FA1777| FA4125 ABBOTTS AZ MK                                      1870240.6 |
 FA1777|---------------------------------------------------------------------|
 FA1777
 FA1777                          SUPERSEDED SURVEY CONTROL
 FA1777
 FA1777  NAD 83(1986)-  35 41 24.06168(N)    080 16 07.11503(W) AD(       ) 1
 FA1777  NAD 27      -  35 41 23.56400(N)    080 16 07.92800(W) AD(       ) 1
 FA1777
 FA1777.Superseded values are not recommended for survey control.
 FA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1777.See file dsdata.txt to determine how the superseded data were derived.
 FA1777
 FA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6617349814(NAD 83)
 FA1777_MARKER: DS = TRIANGULATION STATION DISK
 FA1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1777
 FA1777  HISTORY     - Date     Condition        Report By
 FA1777  HISTORY     - 1948     MONUMENTED       CGS
 FA1777  HISTORY     - 1964     MARK NOT FOUND   CGS
 FA1777
 FA1777                          STATION DESCRIPTION
 FA1777
 FA1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1777'STATION IS LOCATED ABOUT 10 MILE NORTHWEST OF DENTON AND 9 MILE
 FA1777'SOUTH OF LEXINGTON ALONG THE EAST SIDE OF STATE HIGHWAY NO.
 FA1777'8.  IT IS 36 FEET EAST OF THE CENTER OF HIGHWAY AND 9 FEET EAST
 FA1777'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 FA1777'STAMPED ABBOTTS 1948.
 FA1777'
 FA1777'REFERENCE MARK NO. 1 IS 77.97 FEET NORTH OF THE STATION.  IT
 FA1777'IS 29 FEET EAST OF THE CENTER OF HIGHWAY.  THE MARK PROJECTS 3
 FA1777'INCHES AND THE DISK IS STAMPED ABBOTTS NO 1 1948.
 FA1777'
 FA1777'TT 41 HF WAS USED AS A REFERENCE MARK.  IT IS 75.96 FEET SOUTH
 FA1777'OF THE STATION, 33 FEET EAST OF THE CENTER OF HIGHWAY AND 7 FEET
 FA1777'SOUTH OF A 10 INCH MAPLE TREE.  THE MARK IS 4X4 INCH CONCRETE
 FA1777'POST THAT PROJECTS 3 INCHES WITH A STANDARD USGS BM BRONZE DISK
 FA1777'STAMPED TT 41 HF 1948.
 FA1777'
 FA1777'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION.  IT IS 28 FEET
 FA1777'WEST OF THE CENTER OF STATE HIGHWAY NO. 8.  THE MARK PROJECTS 6
 FA1777'INCHES AND THE DISK IS STAMPED ABBOTTS 1948.
 FA1777'
 FA1777'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 29
 FA1777'AND 70 AND STATE HIGHWAY NO. 8 IN LEXINGTION, GO SOUTH ON STATE
 FA1777'HIGHWAY NO. 8 FOR 9 MILE TO THE STATION ON THE LEFT, CONTINUE
 FA1777'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FA1777'
 FA1777'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA1777
 FA1777                          STATION RECOVERY (1964)
 FA1777
 FA1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 FA1777'STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND ON TOP OF THE
 FA1777'GROUND AND THE DISK WERE RECLAIMED AT THIS TIME.  THE BANKS
 FA1777'ALONG THE HIGHWAY WERE SLOPED A GOOD DEAL BACK WHICH DESTROYED
 FA1777'THE MARKS.  THE UNDERGROUND MARK AND TT 41 HF (USGS) WERE
 FA1777'SEARCHED FOR BUT WERE NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED
 FA1777'WITH THE ARROW ON THE DISK POINTING ABOUT 90 DEGREES FROM
 FA1777'STATION.  APPARENTLY THIS MARK HAD BEEN GRADED OUT AND
 FA1777'RESET.  THE MARK IS FIRM IN THE GROUND SO WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5993 ***********************************************************************
 AH5993  DESIGNATION -  ABBOTTS
 AH5993  PID         -  AH5993
 AH5993  STATE/COUNTY-  NC/DAVIDSON
 AH5993  USGS QUAD   -  HIGH POINT WEST (1993)
 AH5993
 AH5993                         *CURRENT SURVEY CONTROL
 AH5993  ___________________________________________________________________
 AH5993* NAD 83(2007)-  35 59 28.58627(N)    080 04 27.59732(W)     ADJUSTED  
 AH5993* NAVD 88     -       238.9    (meters)     784.     (feet)  GPS OBS   
 AH5993  ___________________________________________________________________
 AH5993  EPOCH DATE  -        2002.00
 AH5993  X           -     890,592.240 (meters)                     COMP
 AH5993  Y           -  -5,089,400.929 (meters)                     COMP
 AH5993  Z           -   3,727,530.141 (meters)                     COMP
 AH5993  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 AH5993  ELLIP HEIGHT-         207.303 (meters)          (02/10/07) ADJUSTED
 AH5993  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AH5993
 AH5993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5993  Type    PID    Designation                      North   East  Ellip
 AH5993  -------------------------------------------------------------------
 AH5993  NETWORK AH5993 ABBOTTS                           0.67   0.61   1.49
 AH5993  -------------------------------------------------------------------
 AH5993
 AH5993.The horizontal coordinates were established by GPS observations
 AH5993.and adjusted by the National Geodetic Survey in February 2007.
 AH5993
 AH5993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5993.The horizontal coordinates are valid at the epoch date displayed above.
 AH5993.The epoch date for horizontal control is a decimal equivalence
 AH5993.of Year/Month/Day.
 AH5993
 AH5993.The orthometric height was determined by GPS observations and a
 AH5993.high-resolution geoid model.
 AH5993
 AH5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5993
 AH5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5993
 AH5993.The ellipsoidal height was determined by GPS observations
 AH5993.and is referenced to NAD 83.
 AH5993
 AH5993.The geoid height was determined by GEOID03.
 AH5993
 AH5993;                    North         East     Units Scale Factor Converg.
 AH5993;SPC NC       -   249,156.709   512,730.938   MT  0.99995577   -0 37 12.3
 AH5993;SPC NC       -   817,441.64  1,682,184.75   sFT  0.99995577   -0 37 12.3
 AH5993;UTM  17      - 3,983,376.722   583,438.526   MT  0.99968578   +0 32 38.4
 AH5993
 AH5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5993!SPC NC       -   0.99996746  x   0.99995577  =   0.99992324
 AH5993!UTM  17      -   0.99996746  x   0.99968578  =   0.99965326
 AH5993
 AH5993:                Primary Azimuth Mark                     Grid Az
 AH5993:SPC NC       -  SULGER                                   276 13 51.6
 AH5993:UTM  17      -  SULGER                                   275 04 00.9
 AH5993
 AH5993|---------------------------------------------------------------------|
 AH5993| PID    Reference Object                     Distance      Geod. Az  |
 AH5993|                                                           dddmmss.s |
 AH5993| AH5992 SULGER                              491.676 METERS 2753639.3 |
 AH5993|---------------------------------------------------------------------|
 AH5993
 AH5993                          SUPERSEDED SURVEY CONTROL
 AH5993
 AH5993  NAD 83(2001)-  35 59 28.58639(N)    080 04 27.59731(W) AD(       ) 1
 AH5993  ELLIP H (03/13/03)  207.307  (m)                       GP(       ) 4 2
 AH5993  NAD 83(1986)-  35 59 28.59300(N)    080 04 27.60458(W) AD(       ) 1
 AH5993
 AH5993.Superseded values are not recommended for survey control.
 AH5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5993.See file dsdata.txt to determine how the superseded data were derived.
 AH5993
 AH5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8343983377(NAD 83)
 AH5993_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5993_STAMPING: ABBOTTS 1994
 AH5993_MARK LOGO: NCGS  
 AH5993_PROJECTION: FLUSH
 AH5993_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5993+STABILITY: SURFACE MOTION
 AH5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5993+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH5993
 AH5993  HISTORY     - Date     Condition        Report By
 AH5993  HISTORY     - 1994     MONUMENTED       NCGS
 AH5993
 AH5993                          STATION DESCRIPTION
 AH5993
 AH5993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH5993'LOCATED ABOUT 15.3 MI (24.6 KM) NORTHEAST OF DAVIDSON AND 4.4 MI (7.1
 AH5993'KM) WEST-NORTHWEST OF HIGH POINT. PROCEED ALONG NC 109 FOR 3.95 MI
 AH5993'(6.36 KM) NORTH-NORTHWEST FROM THE I-85 BUSINESS LOOP, THENCE EAST FOR
 AH5993'0.8 MI (1.3 KM) ALONG SR 1755 (WEST LEXINGTON AVENUE EXT.), THENCE
 AH5993'NORTHEAST FOR 1.4 MI (2.3 KM) ALONG SR 1756 (OLD GREENSBORO ROAD),
 AH5993'THENCE NORTH FOR 1.85 MI (2.98 KM) ALONG SR 1743 (ABBOTTS CREEK CHURCH
 AH5993'ROAD), THENCE EAST FOR 0.75 MI (1.21 KM) ALONG SR 1741 (WALLBURG-HIGH
 AH5993'POINT RD) TO BRIDGE OVER ABBOTTS CREEK AND STATION IN THE NORTH
 AH5993'SHOULDER OF THE ROAD. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN SR 1741
 AH5993'AND RECESSED 3 INCHES BELOW GROUND. LOCATED 18.6 FT (5.7 M)
 AH5993'NORTH-NORTHEAST OF THE CENTERLINE OF SR 1741, 179.9 EAST-SOUTHEAST OF
 AH5993'THE EAST END OF THE NORTH BRIDGE RAIL--AND 10.1 FT (3.1 M) SOUTHWEST
 AH5993'OF A POWER POLE, 90.0 FT (27.4 M) NORTH-NORTHWEST OF AN 8-INCH
 AH5993'SYCAMORE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8916 ***********************************************************************
 AI8916  DESIGNATION -  ABEE
 AI8916  PID         -  AI8916
 AI8916  STATE/COUNTY-  NC/BURKE
 AI8916  USGS QUAD   -  VALDESE (1993)
 AI8916
 AI8916                         *CURRENT SURVEY CONTROL
 AI8916  ___________________________________________________________________
 AI8916* NAD 83(2007)-  35 41 59.24304(N)    081 31 57.49572(W)     ADJUSTED  
 AI8916* NAVD 88     -       369.6    (meters)    1213.     (feet)  GPS OBS   
 AI8916  ___________________________________________________________________
 AI8916  EPOCH DATE  -        2002.00
 AI8916  X           -     763,585.608 (meters)                     COMP
 AI8916  Y           -  -5,129,255.826 (meters)                     COMP
 AI8916  Z           -   3,701,388.899 (meters)                     COMP
 AI8916  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AI8916  ELLIP HEIGHT-         337.439 (meters)          (02/10/07) ADJUSTED
 AI8916  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AI8916
 AI8916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8916  Type    PID    Designation                      North   East  Ellip
 AI8916  -------------------------------------------------------------------
 AI8916  NETWORK AI8916 ABEE                              0.61   0.49   1.16
 AI8916  -------------------------------------------------------------------
 AI8916
 AI8916.The horizontal coordinates were established by GPS observations
 AI8916.and adjusted by the National Geodetic Survey in February 2007.
 AI8916
 AI8916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8916.The horizontal coordinates are valid at the epoch date displayed above.
 AI8916.The epoch date for horizontal control is a decimal equivalence
 AI8916.of Year/Month/Day.
 AI8916
 AI8916.The orthometric height was determined by GPS observations and a
 AI8916.high-resolution geoid model.
 AI8916
 AI8916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8916
 AI8916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8916
 AI8916.The ellipsoidal height was determined by GPS observations
 AI8916.and is referenced to NAD 83.
 AI8916
 AI8916.The geoid height was determined by GEOID03.
 AI8916
 AI8916;                    North         East     Units Scale Factor Converg.
 AI8916;SPC NC       -   219,216.393   380,434.008   MT  0.99990308   -1 27 42.3
 AI8916;SPC NC       -   719,212.45  1,248,140.57   sFT  0.99990308   -1 27 42.3
 AI8916;UTM  17      - 3,950,782.283   451,813.123   MT  0.99962861   -0 18 39.0
 AI8916
 AI8916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8916!SPC NC       -   0.99994704  x   0.99990308  =   0.99985013
 AI8916!UTM  17      -   0.99994704  x   0.99962861  =   0.99957567
 AI8916
 AI8916:                Primary Azimuth Mark                     Grid Az
 AI8916:SPC NC       -  CUB                                      130 05 49.0
 AI8916:UTM  17      -  CUB                                      128 56 45.7
 AI8916
 AI8916|---------------------------------------------------------------------|
 AI8916| PID    Reference Object                     Distance      Geod. Az  |
 AI8916|                                                           dddmmss.s |
 AI8916| AI8915 CUB                                 APPROX. 0.5 KM 1283806.7 |
 AI8916|---------------------------------------------------------------------|
 AI8916
 AI8916                          SUPERSEDED SURVEY CONTROL
 AI8916
 AI8916  NAD 83(2001)-  35 41 59.24309(N)    081 31 57.49562(W) AD(       ) 1
 AI8916  ELLIP H (03/13/03)  337.449  (m)                       GP(       ) 4 2
 AI8916  NAD 83(1986)-  35 41 59.25159(N)    081 31 57.49917(W) AD(       ) 1
 AI8916
 AI8916.Superseded values are not recommended for survey control.
 AI8916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8916.See file dsdata.txt to determine how the superseded data were derived.
 AI8916
 AI8916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5181350782(NAD 83)
 AI8916_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8916_STAMPING: ABEE 1996
 AI8916_MARK LOGO: NCGS  
 AI8916_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8916+STABILITY: SURFACE MOTION
 AI8916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8916+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8916
 AI8916  HISTORY     - Date     Condition        Report By
 AI8916  HISTORY     - 1996     MONUMENTED       NCGS
 AI8916
 AI8916                          STATION DESCRIPTION
 AI8916
 AI8916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8916'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF CONNELLY
 AI8916'SPRINGS AND 9.2 MI (14.8 KM) EAST-SOUTHEAST OF MORGANTON.
 AI8916'PROCEED ALONG NC 18 FOR 4.1 MI (6.6 KM) NORTH FROM THE CATAWBA/BURKE
 AI8916'COUNTY LINE, THENCE WEST FOR 3.05 MI (4.91 KM) ALONG SR 1001-MINERAL
 AI8916'SPRINGS MOUNTAIN ROAD TO STATION NEAR POWER POLE, ALSO 0.1 MI (0.2 KM)
 AI8916'NORTHWEST OF SR 1746-CUB CREEK CIRCLE.
 AI8916'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 21.5 FT
 AI8916'(6.6 M) SOUTHWEST OF THE CENTERLINE OF SR 1001, 43.2 FT (13.2 M)
 AI8916'NORTHWEST OF THE CENTER OF DRIVEWAY, 149.0 FT (45.4 M) SOUTHEAST OF
 AI8916'WEST END OF 18-INCH CORRUGATED METAL PIPE UNDER SR 1001 AND 13.3 FT
 AI8916'(4.1 M) NORTH OF PEDESRAL BESIDE POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3432 ***********************************************************************
 EY3432  DESIGNATION -  ABEL
 EY3432  PID         -  EY3432
 EY3432  STATE/COUNTY-  NC/HYDE
 EY3432  USGS QUAD   -  SCRANTON (1974)
 EY3432
 EY3432                         *CURRENT SURVEY CONTROL
 EY3432  ___________________________________________________________________
 EY3432* NAD 83(2001)-  35 22 49.69801(N)    076 29 40.85043(W)     ADJUSTED  
 EY3432* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3432  ___________________________________________________________________
 EY3432  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EY3432  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 EY3432  HORZ ORDER  -  SECOND
 EY3432
 EY3432.The horizontal coordinates were established by classical geodetic methods
 EY3432.and adjusted by the National Geodetic Survey in August 2005.
 EY3432
 EY3432.The orthometric height was scaled from a topographic map.
 EY3432
 EY3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3432
 EY3432.The geoid height was determined by GEOID03.
 EY3432
 EY3432;                    North         East     Units Scale Factor Converg.
 EY3432;SPC NC       -   183,740.471   837,190.966   MT  0.99987510   +1 26 45.6
 EY3432;SPC NC       -   602,821.86  2,746,684.03   sFT  0.99987510   +1 26 45.6
 EY3432;UTM  18      - 3,916,262.706   364,237.135   MT  0.99982714   -0 51 56.0
 EY3432
 EY3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3432!SPC NC       -   1.00000577  x   0.99987510  =   0.99988086
 EY3432!UTM  18      -   1.00000577  x   0.99982714  =   0.99983290
 EY3432
 EY3432:                Primary Azimuth Mark                     Grid Az
 EY3432:SPC NC       -  JUDITH ISLAND BEACON                     097 20 07.9
 EY3432:UTM  18      -  JUDITH ISLAND BEACON                     099 38 49.5
 EY3432
 EY3432|---------------------------------------------------------------------|
 EY3432| PID    Reference Object                     Distance      Geod. Az  |
 EY3432|                                                           dddmmss.s |
 EY3432| EY3430 JUDITH ISLAND BEACON                APPROX. 5.0 KM 0984653.5 |
 EY3432| EY4718 ABEL RM 2                            12.115 METERS 11516     |
 EY3432| EY5635 WILLOW RM                             4.820 METERS 27836     |
 EY3432| EY3449 EARP                                APPROX. 7.5 KM 2803541.3 |
 EY3432| EY3442 ABEL BAY BEACON                     APPROX. 1.6 KM 2980238.5 |
 EY3432| EY4717 ABEL RM 1                            12.155 METERS 35247     |
 EY3432|---------------------------------------------------------------------|
 EY3432
 EY3432                          SUPERSEDED SURVEY CONTROL
 EY3432
 EY3432  NAD 83(1986)-  35 22 49.70976(N)    076 29 40.86346(W) AD(       ) 2
 EY3432  NAD 27      -  35 22 49.10600(N)    076 29 42.13500(W) AD(       ) 2
 EY3432
 EY3432.Superseded values are not recommended for survey control.
 EY3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3432.See file dsdata.txt to determine how the superseded data were derived.
 EY3432
 EY3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6423716263(NAD 83)
 EY3432_MARKER: DS = TRIANGULATION STATION DISK
 EY3432_SETTING: 0 = UNSPECIFIED SETTING
 EY3432
 EY3432  HISTORY     - Date     Condition        Report By
 EY3432  HISTORY     - 1932     MONUMENTED       CGS
 EY3432  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3432
 EY3432                          STATION DESCRIPTION
 EY3432
 EY3432'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3432'STATION IS ON THE N SHORE OF THE PAMLICO RIVER, ON WILLOW POINT,
 EY3432'JUST E OF THE MOUTH OF THE PUNGO RIVER, IN ABOUT THE SAME LOCATION
 EY3432'AS OLD STATION WILLOW, WHICH WAS DESTROYED BY SHORE EROSION, IN
 EY3432'FLAT OPEN MARSH COVERED WITH REEDS.  STATION IS STANDARD DISK
 EY3432'SET IN CONCRETE IN 8-INCH TILE, BELL DOWN, 10 METERS FROM
 EY3432'IRREGULAR SHORE LINE.
 EY3432'
 EY3432'REFERENCE MARK NO. 1 IS N OF THE STATION, ABOUT 13 YARDS FROM
 EY3432'THE SHORE LINE, AND IS A STANDARD DISK, SET IN CONCRETE IN 6-INCH
 EY3432'TILE, BELL DOWN.  REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE
 EY3432'MARK NO. 1, AND IS S OF THE STATION, AND ABOUT 11 YARDS FROM
 EY3432'THE WATER LINE.  THE OLD REFERENCE MARK WAS PLACED IN 1914 FOR
 EY3432'STATION WILLOW.  AND IS STANDARD DISK SET IN CONCRETE IN 6-INCH
 EY3432'TILE, BELL UP, BETWEEN THE STATION AND THE SHORE.
 EY3432'
 EY3432'HEIGHT OF SIGNAL ABOVE STATION MARK 7.5 METERS.
 EY3432
 EY3432                          STATION RECOVERY (1949)
 EY3432
 EY3432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3432'STATION NOT RECOVERED.  A SEARCH BY A TWO-MAN PARTY FAILED TO
 EY3432'REVEAL ANY TRACE OF THE STATION.  IT IS BELIEVED TO BE LOST DUE
 EY3432'TO EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8045 ***********************************************************************
 AF8045  DESIGNATION -  ABER
 AF8045  PID         -  AF8045
 AF8045  STATE/COUNTY-  NC/NASH
 AF8045  USGS QUAD   -  SPRING HOPE (1981)
 AF8045
 AF8045                         *CURRENT SURVEY CONTROL
 AF8045  ___________________________________________________________________
 AF8045* NAD 83(2001)-  35 54 22.04068(N)    078 05 23.64995(W)     ADJUSTED  
 AF8045* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 AF8045  ___________________________________________________________________
 AF8045  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AF8045  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AF8045  HORZ ORDER  -  SECOND
 AF8045
 AF8045.The horizontal coordinates were established by classical geodetic methods
 AF8045.and adjusted by the National Geodetic Survey in August 2005.
 AF8045
 AF8045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8045
 AF8045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8045
 AF8045.The geoid height was determined by GEOID03.
 AF8045
 AF8045;                    North         East     Units Scale Factor Converg.
 AF8045;SPC NC       -   239,561.346   691,749.817   MT  0.99993769   +0 31 31.0
 AF8045;SPC NC       -   785,960.85  2,269,515.86   sFT  0.99993769   +0 31 31.0
 AF8045;UTM  17      - 3,977,449.485   762,626.185   MT  1.00044998   +1 42 27.5
 AF8045
 AF8045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8045!SPC NC       -   0.99999367  x   0.99993769  =   0.99993136
 AF8045!UTM  17      -   0.99999367  x   1.00044998  =   1.00044365
 AF8045
 AF8045                          SUPERSEDED SURVEY CONTROL
 AF8045
 AF8045  NAD 83(1986)-  35 54 22.04643(N)    078 05 23.66062(W) AD(       ) 2
 AF8045  NGVD 29 (06/05/98)   75.0    (m)          246.     (f) VERT ANG    3  
 AF8045
 AF8045.Superseded values are not recommended for survey control.
 AF8045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8045.See file dsdata.txt to determine how the superseded data were derived.
 AF8045
 AF8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6262677449(NAD 83)
 AF8045_MARKER: DE = TRAVERSE STATION DISK
 AF8045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8045_STAMPING: ABER 1983
 AF8045_MARK LOGO: NCGS  
 AF8045_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8045+STABILITY: SURFACE MOTION
 AF8045
 AF8045  HISTORY     - Date     Condition        Report By
 AF8045  HISTORY     - 1983     MONUMENTED       NCGS
 AF8045
 AF8045                          STATION DESCRIPTION
 AF8045
 AF8045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8045'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTH-NORTHEAST OF FLOODS
 AF8045'CHAPEL CROSSROAD, AND 4.8 M (15.7 FT) SOUTH-SOUTHEAST OF SPRING
 AF8045'HOPE. ALONG NC 581 FOR 3.0 KM (1.85 MI) SOUTH FROM THE US 64 UNDERPASS
 AF8045'(SOUTHEAST OF SPRING HOPE), ON THE LEFT, ON THE PROLONGATION OF THE
 AF8045'NORTH SIDE OF AN ABANDONED HOUSE, OR 0.5 KM (0.30 MI) SOUTH-SOUTHWEST
 AF8045'OF SR 1921. MARK IS RECESSED 6 INCHES BELOW GROUND AND IS LEVEL WITH
 AF8045'HIGHWAY. LOCATED 4.6 M (15.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AF8045'THE HIGHWAY, 14.0 M (45.9 FT) SOUTHEAST OF A TELEPHONE PEDESTAL (NO.
 AF8045'66W) --AND 9.6 M (31.5 FT) WEST-NORTHWEST OF A POWER POLE, 42.8 M
 AF8045'(140.4 FT) NORTHEAST OF A 6-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1496 ***********************************************************************
 EZ1496  DESIGNATION -  ABERDEEN
 EZ1496  PID         -  EZ1496
 EZ1496  STATE/COUNTY-  NC/MOORE
 EZ1496  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ1496
 EZ1496                         *CURRENT SURVEY CONTROL
 EZ1496  ___________________________________________________________________
 EZ1496* NAD 83(2001)-  35 08 04.41304(N)    079 25 29.33860(W)     ADJUSTED  
 EZ1496* NAVD 88     -       102.718  (meters)     337.00   (feet)  ADJUSTED  
 EZ1496  ___________________________________________________________________
 EZ1496  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EZ1496  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ1496  DYNAMIC HT  -         102.623 (meters)     336.69  (feet)  COMP
 EZ1496  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 EZ1496
 EZ1496  HORZ ORDER  -  FIRST
 EZ1496  VERT ORDER  -  SECOND    CLASS 0
 EZ1496
 EZ1496.The horizontal coordinates were established by classical geodetic methods
 EZ1496.and adjusted by the National Geodetic Survey in August 2005.
 EZ1496
 EZ1496.The orthometric height was determined by differential leveling
 EZ1496.and adjusted in June 1991.
 EZ1496
 EZ1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1496
 EZ1496.The geoid height was determined by GEOID03.
 EZ1496
 EZ1496.The dynamic height is computed by dividing the NAVD 88
 EZ1496.geopotential number by the normal gravity value computed on the
 EZ1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1496.degrees latitude (g = 980.6199 gals.).
 EZ1496
 EZ1496.The modeled gravity was interpolated from observed gravity values.
 EZ1496
 EZ1496;                    North         East     Units Scale Factor Converg.
 EZ1496;SPC NC       -   153,671.886   570,889.082   MT  0.99987467   -0 14 42.7
 EZ1496;SPC NC       -   504,171.85  1,872,991.93   sFT  0.99987467   -0 14 42.7
 EZ1496;UTM  17      - 3,889,100.774   643,508.575   MT  0.99985382   +0 54 24.0
 EZ1496
 EZ1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1496!SPC NC       -   0.99998886  x   0.99987467  =   0.99986354
 EZ1496!UTM  17      -   0.99998886  x   0.99985382  =   0.99984269
 EZ1496
 EZ1496|---------------------------------------------------------------------|
 EZ1496| PID    Reference Object                     Distance      Geod. Az  |
 EZ1496|                                                           dddmmss.s |
 EZ1496| EZ3483 ABERDEEN SEABOARD RR TANK            45.754 METERS 04934     |
 EZ1496| EZ3473 GRIFFIN                             APPROX. 3.0 KM 2093931.9 |
 EZ1496| EZ1498 ABERDEEN RM                          17.160 METERS 23415     |
 EZ1496|---------------------------------------------------------------------|
 EZ1496
 EZ1496                          SUPERSEDED SURVEY CONTROL
 EZ1496
 EZ1496  NAD 83(1986)-  35 08 04.40225(N)    079 25 29.33556(W) AD(       ) 1
 EZ1496  NAD 27      -  35 08 03.83892(N)    079 25 30.21068(W) AD(       ) 1
 EZ1496  NGVD 29 (??/??/92)  102.956  (m)          337.78   (f) ADJ UNCH    2 0
 EZ1496
 EZ1496.Superseded values are not recommended for survey control.
 EZ1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1496.See file dsdata.txt to determine how the superseded data were derived.
 EZ1496
 EZ1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4350989101(NAD 83)
 EZ1496_MARKER: DB = BENCH MARK DISK
 EZ1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1496_STAMPING: ABERDEEN
 EZ1496_MARK LOGO: NCGS  
 EZ1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1496+STABILITY: SURFACE MOTION
 EZ1496
 EZ1496  HISTORY     - Date     Condition        Report By
 EZ1496  HISTORY     - 1918     MONUMENTED       CGS
 EZ1496  HISTORY     - 1933     GOOD             CGS
 EZ1496  HISTORY     - 1935     GOOD             NGS
 EZ1496  HISTORY     - 1945     MARK NOT FOUND   USA
 EZ1496  HISTORY     - 1948     GOOD             USGS
 EZ1496  HISTORY     - 1972     MARK NOT FOUND   NCGS
 EZ1496  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EZ1496  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EZ1496  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ1496  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EZ1496  HISTORY     - 20041019 MARK NOT FOUND   NCGS
 EZ1496
 EZ1496                          STATION DESCRIPTION
 EZ1496
 EZ1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ1496'ABOUT 0.2 MILE NORTH OF RAILWAY PASSENGER STATION AT ABERDEEN, IN
 EZ1496'CENTER OF STREET WHICH PARALLELS WEST SIDE OF TRACKS OF SEABOARD
 EZ1496'AIR LINE RAILWAY, ON PROLONGATION OF TAGENT TO WEST RAIL FROM
 EZ1496'SOUTH, ABOUT 200 METERS (656 FEET) NORTH OF POINT OF TANGENCY, 48.3
 EZ1496'FEET WEST OF WEST RAIL, AND 37.6 FEET SOTUH OF TELEPHONE POLE.
 EZ1496'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE,
 EZ1496'ABOUT 8 INCHES UNDER SURFACE OF DIRT STREET.  UNDERGROUND MARK IS
 EZ1496'GLASS BOTTLE IN CONCRETE, REFERENCE MARK IS STANDARD REFERENCE
 EZ1496'DISK IN CONCRETE, 65.1 FEET WEST OF WEST RAIL, 7 FEET NORTHEAST
 EZ1496'OF NORTHEAT CORNER OF GARAGE, AND 54.83 FEET FROM STATION
 EZ1496'S 54 DEG 15 MIN W.  AZIMUTH MARK ESTABLISHED IN 1933, IS
 EZ1496'STANDARD REFERENCE DISK IN CONCRETE , ABOUT 110 YARDS NORTH OF
 EZ1496'RAILWAY STATION, IN LINE WITH NORTH SIDE OF UNITED STATES
 EZ1496'POST-OFFICE BUILDING, 49.5 FEET EAST OF NORTHEAST CORNER OF THIS
 EZ1496'BUILDING, 43.3 FEET WEST OF WEST RAIL OF MAIN TRACK, 80.4 FEET NORTH
 EZ1496'OF TELEPHONE POLE, AND APPROXIMATELY 250 YARDS FROM STATION
 EZ1496'S 32 DEG 31 MIN W.  BEARING FROM STATION TO SEMAPHORE
 EZ1496'IS S 30 DEG 28 MIN W. AND TO CENTER OF WATER TANK, ABOUT 40
 EZ1496'YARDS DISTANT, IS N 49 DEG 34 MIN E.
 EZ1496
 EZ1496                          STATION RECOVERY (1935)
 EZ1496
 EZ1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EZ1496'AT ABERDEEN.
 EZ1496'TRI. STA. ABERDEEN IS LOCATED 0.2 OF MILE NORTHEAST OF SEABOARD
 EZ1496'AIR LINE STATION AT ABERDEEN, 54.9 FEET NORTHEAST OF REFERENCE
 EZ1496'MARK ABERDEEN, 48 FEET NORTHWEST OF NORTHWEST RAIL OF TRACK, 38
 EZ1496'FEET SOUTH OF TELEGRAPH POLE, IN CENTER OF A DIRT ROAD RUNNING
 EZ1496'PARALLEL TO TRACK, ON PROLONGATION OF CENTERLINE OF NORTH AND
 EZ1496'SOUTH RAILROAD FROM SOUTH.  STANDARD TABLET SET IN TOP OF CONCRETE
 EZ1496'POST 4 INCHES BELOW THE GROUND.
 EZ1496
 EZ1496                          STATION RECOVERY (1945)
 EZ1496
 EZ1496'RECOVERY NOTE BY US ARMY 1945
 EZ1496'STATION NOT RECOVERED.  PRESUMED BURIED IN STREET.  REFERENCE MARK
 EZ1496'AND AZIMUTH MARK RECOVERED AS DESCRIBED.  EXCEPT THAT GARAGE NEAR
 EZ1496'REFERENCE MARK HAS BEEN TORN DOWN.
 EZ1496
 EZ1496                          STATION RECOVERY (1948)
 EZ1496
 EZ1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 EZ1496'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN
 EZ1496'GOOD CONDITION.  REFERENCE MARK IS NOW 70 FEET N OF SWITCH FOR SPUR
 EZ1496'LINE TO THE PARKERS ICE AND FUEL CO. UNLOADING PLATFORM.
 EZ1496'
 EZ1496'THE SEABORARD AIR LINE RAILWAY WATER TANK HAS BEEN REMOVED.
 EZ1496
 EZ1496                          STATION RECOVERY (1972)
 EZ1496
 EZ1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (ACD)
 EZ1496'ABERDEEN NOT RECOVERED.
 EZ1496'RM NOT RECOVERED.
 EZ1496'
 EZ1496'AFTER THOROUGH SEARCH FOUND THAT STREET HAD BEEN PAVED SEVERAL TIMES
 EZ1496'SINCE 1948.  STATION IS PROBABLY INTACT UNDER 2 INCHES (OR MORE) OF
 EZ1496'ASPHALT.  REF. MARK NOT DISCOVERED.  BELIEVE IT IS UNDER A JUNK
 EZ1496'CAR.
 EZ1496
 EZ1496                          STATION RECOVERY (1980)
 EZ1496
 EZ1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1496'MARK PROBABLY PAVED OVER.
 EZ1496
 EZ1496                          STATION RECOVERY (1987)
 EZ1496
 EZ1496'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 EZ1496'MARK NOT FOUND.
 EZ1496
 EZ1496                          STATION RECOVERY (1989)
 EZ1496
 EZ1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1496'MARK NOT FOUND.
 EZ1496
 EZ1496                          STATION RECOVERY (1989)
 EZ1496
 EZ1496'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWO)
 EZ1496'MARK NOT FOUND.
 EZ1496
 EZ1496                          STATION RECOVERY (2004)
 EZ1496
 EZ1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ1496'NOT FOUND, SURFACE AND/OR UNDERGROUND PROBABLY STILL EXIST UNDER
 EZ1496'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1497 ***********************************************************************
 EZ1497  DESIGNATION -  ABERDEEN AZ MK
 EZ1497  PID         -  EZ1497
 EZ1497  STATE/COUNTY-  NC/MOORE
 EZ1497  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ1497
 EZ1497                         *CURRENT SURVEY CONTROL
 EZ1497  ___________________________________________________________________
 EZ1497* NAD 83(1986)-  35 07 58.     (N)    079 25 34.     (W)     SCALED    
 EZ1497* NAVD 88     -       102.280  (meters)     335.56   (feet)  ADJUSTED  
 EZ1497  ___________________________________________________________________
 EZ1497  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ1497  DYNAMIC HT  -         102.186 (meters)     335.26  (feet)  COMP
 EZ1497  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 EZ1497
 EZ1497  VERT ORDER  -  SECOND    CLASS 0
 EZ1497
 EZ1497.The horizontal coordinates were scaled from a topographic map and have
 EZ1497.an estimated accuracy of +/- 6 seconds.
 EZ1497
 EZ1497.The orthometric height was determined by differential leveling
 EZ1497.and adjusted in June 1991.
 EZ1497
 EZ1497.The geoid height was determined by GEOID03.
 EZ1497
 EZ1497.The dynamic height is computed by dividing the NAVD 88
 EZ1497.geopotential number by the normal gravity value computed on the
 EZ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1497.degrees latitude (g = 980.6199 gals.).
 EZ1497
 EZ1497.The modeled gravity was interpolated from observed gravity values.
 EZ1497
 EZ1497;                    North         East    Units  Estimated Accuracy
 EZ1497;SPC NC       -   153,480.      570,770.      MT  (+/- 180 meters Scaled)
 EZ1497
 EZ1497                          SUPERSEDED SURVEY CONTROL
 EZ1497
 EZ1497  NGVD 29 (??/??/92)  102.518  (m)          336.34   (f) ADJ UNCH    2 0
 EZ1497
 EZ1497.Superseded values are not recommended for survey control.
 EZ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1497.See file dsdata.txt to determine how the superseded data were derived.
 EZ1497
 EZ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU433889(NAD 83)
 EZ1497_MARKER: DR = REFERENCE MARK DISK
 EZ1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1497_STAMPING: AZIMUTH ABERDEEN 1933
 EZ1497_MARK LOGO: CGS   
 EZ1497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1497+STABILITY: SURFACE MOTION
 EZ1497
 EZ1497  HISTORY     - Date     Condition        Report By
 EZ1497  HISTORY     - 1933     MONUMENTED       CGS
 EZ1497  HISTORY     - 1935     GOOD             NGS
 EZ1497  HISTORY     - 1948     GOOD             NGS
 EZ1497  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ1497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EZ1497  HISTORY     - 20041019 MARK NOT FOUND   NCGS
 EZ1497
 EZ1497                          STATION DESCRIPTION
 EZ1497
 EZ1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1497'AT ABERDEEN.
 EZ1497'LOCATED IN TOWN LIMITS OF ABERDEEN, 112 YARDS NORTHEAST OF
 EZ1497'NORTHEAST SIDE OF THE SEABOARD AIR LINE RAILROAD DEPOT, 23.9
 EZ1497'FEET NORTHWEST OF NORTHWEST RAIL OF THE N.S. RAILROAD TRACK,
 EZ1497'DIRECTLY SOUTHEAST OF EAST CORNER OF POST OFFICE, 6.5 FEET
 EZ1497'SOUTHEAST OF MAIN STREET CURB, 2 FEET BELOW BASE OF RAIL.
 EZ1497'STANDARD REFERENCE MARK AZIMUTH TABLET SET IN TOP OF CONCRETE
 EZ1497'POST 7 INCHES ABOVE SURFACE OF GROUND.  STAMPED AZIMUTH ABERDEEN
 EZ1497'1933
 EZ1497
 EZ1497                          STATION RECOVERY (1948)
 EZ1497
 EZ1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EZ1497'RECOVERED IN GOOD CONDITION.
 EZ1497
 EZ1497                          STATION RECOVERY (1989)
 EZ1497
 EZ1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1497'MARK NOT FOUND.
 EZ1497
 EZ1497                          STATION RECOVERY (1989)
 EZ1497
 EZ1497'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWO)
 EZ1497'MARK NOT FOUND.
 EZ1497
 EZ1497                          STATION RECOVERY (2004)
 EZ1497
 EZ1497'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ1497'NOT FOUND AND PROBABLY LOST.  POST OFFICE BUILDING IS GONE.  REFERENCE
 EZ1497'SITE HAS BEEN LANDSCAPED AND IS NOW ABOUT 3-FT LOWER THAN BASE OF
 EZ1497'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1498 ***********************************************************************
 EZ1498  DESIGNATION -  ABERDEEN RM
 EZ1498  PID         -  EZ1498
 EZ1498  STATE/COUNTY-  NC/MOORE
 EZ1498  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ1498
 EZ1498                         *CURRENT SURVEY CONTROL
 EZ1498  ___________________________________________________________________
 EZ1498* NAD 83(1986)-  35 08 05.     (N)    079 25 29.     (W)     SCALED    
 EZ1498* NAVD 88     -       102.754  (meters)     337.12   (feet)  ADJUSTED  
 EZ1498  ___________________________________________________________________
 EZ1498  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ1498  DYNAMIC HT  -         102.660 (meters)     336.81  (feet)  COMP
 EZ1498  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 EZ1498
 EZ1498  VERT ORDER  -  SECOND    CLASS 0
 EZ1498
 EZ1498.The horizontal coordinates were scaled from a topographic map and have
 EZ1498.an estimated accuracy of +/- 6 seconds.
 EZ1498
 EZ1498.The orthometric height was determined by differential leveling
 EZ1498.and adjusted in June 1991.
 EZ1498
 EZ1498.The geoid height was determined by GEOID03.
 EZ1498
 EZ1498.The dynamic height is computed by dividing the NAVD 88
 EZ1498.geopotential number by the normal gravity value computed on the
 EZ1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1498.degrees latitude (g = 980.6199 gals.).
 EZ1498
 EZ1498.The modeled gravity was interpolated from observed gravity values.
 EZ1498
 EZ1498;                    North         East    Units  Estimated Accuracy
 EZ1498;SPC NC       -   153,690.      570,900.      MT  (+/- 180 meters Scaled)
 EZ1498
 EZ1498                          SUPERSEDED SURVEY CONTROL
 EZ1498
 EZ1498  NGVD 29 (??/??/92)  102.993  (m)          337.90   (f) ADJ UNCH    2 0
 EZ1498
 EZ1498.Superseded values are not recommended for survey control.
 EZ1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1498.See file dsdata.txt to determine how the superseded data were derived.
 EZ1498
 EZ1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU435891(NAD 83)
 EZ1498_MARKER: DB = BENCH MARK DISK
 EZ1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1498_STAMPING: ABERDEEN RM 1918
 EZ1498_MARK LOGO: NCGS  
 EZ1498_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1498+STABILITY: SURFACE MOTION
 EZ1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1498+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 EZ1498
 EZ1498  HISTORY     - Date     Condition        Report By
 EZ1498  HISTORY     - 1918     MONUMENTED       CGS
 EZ1498  HISTORY     - 1948     GOOD             NGS
 EZ1498  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ1498  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EZ1498  HISTORY     - 20041019 GOOD             NCGS
 EZ1498
 EZ1498                          STATION DESCRIPTION
 EZ1498
 EZ1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EZ1498'0.2 MI NE FROM ABERDEEN.
 EZ1498'0.2 MILE NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 EZ1498'STATION AT ABERDEEN, MOORE COUNTY, 140 YARDS NORTH OF THE
 EZ1498'CROSSING OF THE ABERDEEN AND ROCKFISH RAILROAD, 70 FEET NORTH
 EZ1498'OF SWITCH FOR SPUR LINE TO THE PARKERS ICE AND FUEL COMPANY
 EZ1498'UNLOADING PLATFORM, 63 FEET NORTHEAST OF THE NORTHWEST RAIL,
 EZ1498'20 FEET NORTHWEST OF THE CENTERLINE OF A STREET AND SET IN THE
 EZ1498'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 EZ1498
 EZ1498                          STATION RECOVERY (1989)
 EZ1498
 EZ1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1498'MARK NOT FOUND.
 EZ1498
 EZ1498                          STATION RECOVERY (1989)
 EZ1498
 EZ1498'RECOVERY NOTE BY US POWER SQUADRON 1989 (JWO)
 EZ1498'MARK NOT FOUND.
 EZ1498
 EZ1498                          STATION RECOVERY (2004)
 EZ1498
 EZ1498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ1498'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EZ1498'ADDITIONS.
 EZ1498' 
 EZ1498'STATION IS NOW 65.4 FT (19.9 M) NORTHWEST OF NORTHWEST RAIL, 18.0 FT
 EZ1498'(5.5 M) NORTHWEST OF CENTERLINE OF NORTH SYCAMORE STREET.  DISK IS
 EZ1498'SCARRED BUT STAMPING IS STILL LEDGABLE.
 EZ1498' 
 EZ1498'MARK IS LEVEL WITH NORTH SYCAMORE STREET.  LOCATED 166.2 FT (50.7 M)
 EZ1498'NORTHEAST OF CENTERLINE OF WEST MAPLE AVENUE, 168.1 NORTH-NORTHEAST OF
 EZ1498'MANHOLE IN STREET/AVENUE INTERSECTION, 43.8 FT (13.4 M)
 EZ1498'SOUTH-SOUTHWEST OF 22-IN SYCAMORE, 47.3 FT (14.4 M) NORTHEAST OF POWER
 EZ1498'POLE (0303 WEST 329) WITH STREET LIGHT AND REFERENCE TAG, 1.3 FT (0.4
 EZ1498'M) NORTHEAST OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3483 ***********************************************************************
 EZ3483  DESIGNATION -  ABERDEEN SEABOARD RR TANK
 EZ3483  PID         -  EZ3483
 EZ3483  STATE/COUNTY-  NC/MOORE
 EZ3483  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ3483
 EZ3483                         *CURRENT SURVEY CONTROL
 EZ3483  ___________________________________________________________________
 EZ3483* NAD 83(2001)-  35 08 05.37561(N)    079 25 27.96381(W)     ADJUSTED  
 EZ3483* NAVD 88     -              **(meters)            **(feet)            
 EZ3483  ___________________________________________________________________
 EZ3483  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 EZ3483  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ3483  HORZ ORDER  -  THIRD
 EZ3483
 EZ3483.The horizontal coordinates were established by classical geodetic methods
 EZ3483.and adjusted by the National Geodetic Survey in August 2005.
 EZ3483
 EZ3483
 EZ3483.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3483
 EZ3483.The geoid height was determined by GEOID03.
 EZ3483
 EZ3483;                    North         East     Units Scale Factor Converg.
 EZ3483;SPC NC       -   153,701.397   570,924.009   MT  0.99987466   -0 14 41.9
 EZ3483;SPC NC       -   504,268.67  1,873,106.52   sFT  0.99987466   -0 14 41.9
 EZ3483;UTM  17      - 3,889,130.981   643,542.901   MT  0.99985394   +0 54 24.8
 EZ3483
 EZ3483                          SUPERSEDED SURVEY CONTROL
 EZ3483
 EZ3483  NAD 83(1986)-  35 08 05.36525(N)    079 25 27.96000(W) AD(       ) 4
 EZ3483  NAD 27      -  35 08 04.80342(N)    079 25 28.83304(W) AD(       ) 3
 EZ3483
 EZ3483.Superseded values are not recommended for survey control.
 EZ3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3483.See file dsdata.txt to determine how the superseded data were derived.
 EZ3483
 EZ3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4354389131(NAD 83)
 EZ3483_MARKER: 53 = ELEVATED TANK
 EZ3483
 EZ3483  HISTORY     - Date     Condition        Report By
 EZ3483  HISTORY     - 1918     FIRST OBSERVED   NCGS
 EZ3483
 EZ3483                          STATION DESCRIPTION
 EZ3483
 EZ3483'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4866 ***********************************************************************
 FA4866  DESIGNATION -  ABERNETHY
 FA4866  PID         -  FA4866
 FA4866  STATE/COUNTY-  NC/CATAWBA
 FA4866  USGS QUAD   -  MAIDEN (1993)
 FA4866
 FA4866                         *CURRENT SURVEY CONTROL
 FA4866  ___________________________________________________________________
 FA4866* NAD 83(2001)-  35 35 42.37963(N)    081 13 03.23460(W)     ADJUSTED  
 FA4866* NAVD 88     -       264.1    (meters)     866.     (feet)  VERTCON   
 FA4866  ___________________________________________________________________
 FA4866  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FA4866  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 FA4866  HORZ ORDER  -  SECOND
 FA4866
 FA4866.The horizontal coordinates were established by classical geodetic methods
 FA4866.and adjusted by the National Geodetic Survey in August 2005.
 FA4866
 FA4866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4866
 FA4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4866
 FA4866.The geoid height was determined by GEOID03.
 FA4866
 FA4866;                    North         East     Units Scale Factor Converg.
 FA4866;SPC NC       -   206,923.395   408,679.037   MT  0.99989049   -1 16 47.7
 FA4866;SPC NC       -   678,881.17  1,340,807.81   sFT  0.99989049   -1 16 47.7
 FA4866;UTM  17      - 3,939,063.026   480,291.611   MT  0.99960479   -0 07 35.9
 FA4866
 FA4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4866!SPC NC       -   0.99996354  x   0.99989049  =   0.99985403
 FA4866!UTM  17      -   0.99996354  x   0.99960479  =   0.99956834
 FA4866
 FA4866                          SUPERSEDED SURVEY CONTROL
 FA4866
 FA4866  NAD 83(1986)-  35 35 42.38922(N)    081 13 03.23804(W) AD(       ) 2
 FA4866  NGVD 29 (09/01/92)  264.3    (m)          867.     (f) VERT ANG    3  
 FA4866
 FA4866.Superseded values are not recommended for survey control.
 FA4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4866.See file dsdata.txt to determine how the superseded data were derived.
 FA4866
 FA4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8029239063(NAD 83)
 FA4866_MARKER: DE = TRAVERSE STATION DISK
 FA4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4866_SP_SET: CONCRETE POST
 FA4866_STAMPING: ABERNETHY 1983
 FA4866_MARK LOGO: NCGS  
 FA4866_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4866+STABILITY: SURFACE MOTION
 FA4866
 FA4866  HISTORY     - Date     Condition        Report By
 FA4866  HISTORY     - 1983     MONUMENTED       NCGS
 FA4866  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 FA4866
 FA4866                          STATION DESCRIPTION
 FA4866
 FA4866'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4866'STATION IS LOCATED ABOUT 2.09 KM (1.30 MI) NORTH-NORTHWEST OF MAIDEN
 FA4866'AND 7.6 KM (4.7 MI) SOUTH OF NEWTON.
 FA4866'ALONG US 321 (EAST MAIN STREET) FOR 2.2 KM (1.4 MI) NORTH FROM THE
 FA4866'INTERSECTION WITH SR 2007 (WEST MAIN STREET-IN MAIDEN), AT SR 2010,
 FA4866'ON THE RIGHT.
 FA4866'MARK IS RECESSED 1 INCH BELOW GROUND.  LOCATED 9.87 M (32.38 FT) EAST
 FA4866'OF THE CENTERLINE OF THE HIGHWAY, 16.15 M (52.99 FT) SOUTHEAST OF THE
 FA4866'CENTERLINE INTERSECTION OF THE HIGHWAY AND THE ROAD, 7.1 M (23.3 FT)
 FA4866'SOUTHEAST OF THE CENTER OF A CONCRETE HEADWALL--AND 6.64 M (21.78 FT)
 FA4866'NORTH OF A TELEPHONE POLE, 18.68 M (61.29 FT) SOUTH OF A TELEPHONE
 FA4866'POLE--BOTH WITH REFERENCE TAGS.
 FA4866
 FA4866                          STATION RECOVERY (2006)
 FA4866
 FA4866'RECOVERY NOTE BY US POWER SQUADRON 2006 (OEK)
 FA4866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5255 ***********************************************************************
 FA5255  DESIGNATION -  ABERNETHY
 FA5255  PID         -  FA5255
 FA5255  STATE/COUNTY-  NC/BURKE
 FA5255  USGS QUAD   -  DREXEL (1993)
 FA5255
 FA5255                         *CURRENT SURVEY CONTROL
 FA5255  ___________________________________________________________________
 FA5255* NAD 83(2001)-  35 45 03.32927(N)    081 31 30.31876(W)     ADJUSTED  
 FA5255* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 FA5255  ___________________________________________________________________
 FA5255  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FA5255  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 FA5255  HORZ ORDER  -  SECOND
 FA5255
 FA5255.The horizontal coordinates were established by classical geodetic methods
 FA5255.and adjusted by the National Geodetic Survey in August 2005.
 FA5255
 FA5255.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5255
 FA5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5255
 FA5255.The geoid height was determined by GEOID03.
 FA5255
 FA5255;                    North         East     Units Scale Factor Converg.
 FA5255;SPC NC       -   224,870.263   381,261.239   MT  0.99991045   -1 27 26.7
 FA5255;SPC NC       -   737,761.85  1,250,854.58   sFT  0.99991045   -1 27 26.7
 FA5255;UTM  17      - 3,956,450.047   452,526.439   MT  0.99962777   -0 18 24.5
 FA5255
 FA5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5255!SPC NC       -   0.99994641  x   0.99991045  =   0.99985686
 FA5255!UTM  17      -   0.99994641  x   0.99962777  =   0.99957420
 FA5255
 FA5255                          SUPERSEDED SURVEY CONTROL
 FA5255
 FA5255  NAD 83(1995)-  35 45 03.33555(N)    081 31 30.31870(W) AD(       ) 2
 FA5255  NAD 83(1986)-  35 45 03.33411(N)    081 31 30.31707(W) AD(       ) 2
 FA5255  NGVD 29 (02/04/93)  373.9    (m)         1227.     (f) VERT ANG    3  
 FA5255
 FA5255.Superseded values are not recommended for survey control.
 FA5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5255.See file dsdata.txt to determine how the superseded data were derived.
 FA5255
 FA5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5252656450(NAD 83)
 FA5255_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5255_SP_SET: CONCRETE POST
 FA5255_STAMPING: ABERNETHY 1987
 FA5255_MARK LOGO: NCGS  
 FA5255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5255+STABILITY: SURFACE MOTION
 FA5255
 FA5255  HISTORY     - Date     Condition        Report By
 FA5255  HISTORY     - 1987     MONUMENTED       NCGS
 FA5255
 FA5255                          STATION DESCRIPTION
 FA5255
 FA5255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA5255'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) EAST-NORTHEAST OF
 FA5255'VALDESE, AND 14.5 KM (9.0 MI) EAST OF MORGANTON IN RUTHERFORD COLLEGE
 FA5255'AT THE ABERNETHEY MEMORIAL UNITED METHODIST CHURCH.
 FA5255'ALONG SR 1001 (MALCOLM BOULEVARD), 1.1 KM (0.7 MI) NORTH FROM THE US
 FA5255'64-70 INTERSECTION (AT RUTHERFORD COLLEGE) TO SOUTH ENTRANCE OF CHURCH
 FA5255'PARKING LOT AND STATION IN ISLAND.
 FA5255'THE STATION IS A STANDARD NCGS DISK STAMPED---ABERNETHY 1987---, SET
 FA5255'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FA5255'GROUND.  LOCATED 12.19 METERS (40.0 FT) EAST FROM THE CENTERLINE OF
 FA5255'THE ROAD, 8.59 METERS (28.2 FT) NORTH-NORTHEAST FROM A TELEPHONE POLE
 FA5255'WITH A REFERENCE TAG, 14.75 METERS (48.4 FT) NORTHWEST FROM A 14 INCH
 FA5255'RED OAK, 17.59 METERS (57.7 FT) SOUTH-SOUTHEAST FROM THE CENTER OF AN
 FA5255'IRON WATER METER COVER, AND 31.7 METERS (104.0 FT) SOUTH FROM THE
 FA5255'CHURCH SIGN.
 FA5255'MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1949 ***********************************************************************
 AE1949  DESIGNATION -  ABEX
 AE1949  PID         -  AE1949
 AE1949  STATE/COUNTY-  NC/ROWAN
 AE1949  USGS QUAD   -  ROWAN MILLS (1987)
 AE1949
 AE1949                         *CURRENT SURVEY CONTROL
 AE1949  ___________________________________________________________________
 AE1949* NAD 83(2001)-  35 38 03.74032(N)    080 31 00.40487(W)     ADJUSTED  
 AE1949* NAVD 88     -       238.744  (meters)     783.28   (feet)  ADJUSTED  
 AE1949  ___________________________________________________________________
 AE1949  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AE1949  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AE1949  DYNAMIC HT  -         238.529 (meters)     782.57  (feet)  COMP
 AE1949  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 AE1949
 AE1949  HORZ ORDER  -  SECOND
 AE1949  VERT ORDER  -  SECOND    CLASS I
 AE1949
 AE1949.The horizontal coordinates were established by classical geodetic methods
 AE1949.and adjusted by the National Geodetic Survey in August 2005.
 AE1949
 AE1949.The orthometric height was determined by differential leveling
 AE1949.and adjusted in September 1997.
 AE1949
 AE1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1949
 AE1949.The geoid height was determined by GEOID03.
 AE1949
 AE1949.The dynamic height is computed by dividing the NAVD 88
 AE1949.geopotential number by the normal gravity value computed on the
 AE1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1949.degrees latitude (g = 980.6199 gals.).
 AE1949
 AE1949.The modeled gravity was interpolated from observed gravity values.
 AE1949
 AE1949;                    North         East     Units Scale Factor Converg.
 AE1949;SPC NC       -   210,084.854   472,234.134   MT  0.99989482   -0 52 31.6
 AE1949;SPC NC       -   689,253.39  1,549,321.49   sFT  0.99989482   -0 52 31.6
 AE1949;UTM  17      - 3,943,503.726   543,751.860   MT  0.99962359   +0 16 53.5
 AE1949
 AE1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1949!SPC NC       -   0.99996741  x   0.99989482  =   0.99986223
 AE1949!UTM  17      -   0.99996741  x   0.99962359  =   0.99959101
 AE1949
 AE1949                          SUPERSEDED SURVEY CONTROL
 AE1949
 AE1949  NAD 83(1986)-  35 38 03.75015(N)    080 31 00.41269(W) AD(       ) 2
 AE1949  NGVD 29 (01/12/98)  238.96   (m)          784.0    (f) LEVELING    3  
 AE1949
 AE1949.Superseded values are not recommended for survey control.
 AE1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1949.See file dsdata.txt to determine how the superseded data were derived.
 AE1949
 AE1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4375243504(NAD 83)
 AE1949_MARKER: DE = TRAVERSE STATION DISK
 AE1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1949_STAMPING: ABEX 1983
 AE1949_MARK LOGO: NCGS  
 AE1949_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1949+STABILITY: SURFACE MOTION
 AE1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1949+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1994
 AE1949
 AE1949  HISTORY     - Date     Condition        Report By
 AE1949  HISTORY     - 1983     MONUMENTED       NCGS
 AE1949  HISTORY     - 19830101 GOOD             NCGS
 AE1949  HISTORY     - 19941212 GOOD             NCGS
 AE1949
 AE1949                          STATION DESCRIPTION
 AE1949
 AE1949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AE1949'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF SALISBURY IN THE
 AE1949'ROWAN MILLS COMMUNITY.  ALONG US 29-US 601 FOR 1.55 MI (2.49 KM)
 AE1949'SOUTHWEST FROM THE JAKE ALEXANDER BLVD UNDERPASS (IN THE SOUTHWEST
 AE1949'SECTION OF SALISBURY), IN THE SOUTHEAST SHOULDER AT THE INTERSECTION
 AE1949'WITH SR 1516 (AIRPORT ROAD). MARK IS RECESSED 6 INCHES BELOW GROUND.
 AE1949'LOCATED 30.1 FT (9.2 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AE1949'116.9 FT (35.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 AE1949'THE HIGHWAY AND SR 1516, 69.3 FT (21.1 M) NORTHWEST OF THE NORTHWEST
 AE1949'RAIL OF THE RAILWAY, 44.8 FT (13.7 M) WEST-SOUTHWEST OF A TELEPHONE
 AE1949'PEDESTAL, AND 55.5 FT (16.9 M) NORTH-NORTHWEST OF THE NORTH CORNER OF
 AE1949'A SIGNAL BOX.
 AE1949
 AE1949                          STATION RECOVERY (1994)
 AE1949
 AE1949'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AE1949'STATION IS LOCATED ABOUT 3.4 MILES (5.5 KM) SOSUTHWEST OF SALISBURY IN
 AE1949'THE ROWAN MILLS COMMUNITY.  ALONG US 29 - US 601 FOR 1.55 MILES (2.49
 AE1949'KM) SOUTHWEST FROM THE JAKE ALEXANDER BOULEVARD UNDERPASS (IN THE
 AE1949'SOUTHWEST SECTION OF SALISBURY), IN THE SOUTHEAST SHOULDER AT THE
 AE1949'INTERSECTION WITH SR 1516 (AIRPORT ROAD).  MARK IS RECESSED 2 INCHES
 AE1949'BELOW GROUND.  LOCATED 30.1 FEET (9.2 M) SOUTHEAST OF THE CENTERLINE
 AE1949'OF THE HIGHWAY, 116.9 FEET (35.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AE1949'INTERSECTION OF THE HIGHWAY AND SR 1516.  69.3 FEET (21.1 M) NORTHWEST
 AE1949'OF THE NORTHWEST RAIL OF THE RAILWAY, 44.8 FEET (13.7 M)
 AE1949'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL, AND 55.5 FEET (16.9 M)
 AE1949'NORTH-NORTHWEST OF THE NORTH CORNER OF A SIGNAL BOX. MARK IS ABOUT 1
 AE1949'FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2208 ***********************************************************************
 FX2208  DESIGNATION -  ABNER
 FX2208  PID         -  FX2208
 FX2208  STATE/COUNTY-  NC/HALIFAX
 FX2208  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX2208
 FX2208                         *CURRENT SURVEY CONTROL
 FX2208  ___________________________________________________________________
 FX2208* NAD 83(2001)-  36 22 48.26228(N)    077 39 35.63403(W)     ADJUSTED  
 FX2208* NAVD 88     -        47.070  (meters)     154.43   (feet)  ADJUSTED  
 FX2208  ___________________________________________________________________
 FX2208  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FX2208  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 FX2208  DYNAMIC HT  -          47.033 (meters)     154.31  (feet)  COMP
 FX2208  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 FX2208
 FX2208  HORZ ORDER  -  SECOND
 FX2208  VERT ORDER  -  SECOND    CLASS I
 FX2208
 FX2208.The horizontal coordinates were established by classical geodetic methods
 FX2208.and adjusted by the National Geodetic Survey in August 2005.
 FX2208
 FX2208.The orthometric height was determined by differential leveling
 FX2208.and adjusted in June 1991.
 FX2208
 FX2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2208
 FX2208.The geoid height was determined by GEOID03.
 FX2208
 FX2208.The dynamic height is computed by dividing the NAVD 88
 FX2208.geopotential number by the normal gravity value computed on the
 FX2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2208.degrees latitude (g = 980.6199 gals.).
 FX2208
 FX2208.The modeled gravity was interpolated from observed gravity values.
 FX2208
 FX2208;                    North         East     Units Scale Factor Converg.
 FX2208;SPC NC       -   292,586.590   729,851.637   MT  1.00006656   +0 46 24.5
 FX2208;SPC NC       -   959,927.84  2,394,521.58   sFT  1.00006656   +0 46 24.5
 FX2208;UTM  18      - 4,029,391.830   261,399.659   MT  1.00030148   -1 34 42.4
 FX2208
 FX2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2208!SPC NC       -   0.99999798  x   1.00006656  =   1.00006454
 FX2208!UTM  18      -   0.99999798  x   1.00030148  =   1.00029945
 FX2208
 FX2208:                Primary Azimuth Mark                     Grid Az
 FX2208:SPC NC       -  LAKEWOOD                                 213 20 14.5
 FX2208:UTM  18      -  LAKEWOOD                                 215 41 21.4
 FX2208
 FX2208|---------------------------------------------------------------------|
 FX2208| PID    Reference Object                     Distance      Geod. Az  |
 FX2208|                                                           dddmmss.s |
 FX2208| FX2206 LAKEWOOD                            APPROX. 2.1 KM 2140639.0 |
 FX2208|---------------------------------------------------------------------|
 FX2208
 FX2208                          SUPERSEDED SURVEY CONTROL
 FX2208
 FX2208  NAD 83(1993)-  36 22 48.26859(N)    077 39 35.63212(W) AD(       ) 2
 FX2208  NAD 83(1986)-  36 22 48.27020(N)    077 39 35.64215(W) AD(       ) 2
 FX2208  NAD 27      -  36 22 47.72048(N)    077 39 36.71947(W) AD(       ) 2
 FX2208  NGVD 29 (??/??/92)   47.380  (m)          155.45   (f) ADJ UNCH    2 1
 FX2208
 FX2208.Superseded values are not recommended for survey control.
 FX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2208.See file dsdata.txt to determine how the superseded data were derived.
 FX2208
 FX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6140029392(NAD 83)
 FX2208_MARKER: DE = TRAVERSE STATION DISK
 FX2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2208_SP_SET: CONCRETE POST
 FX2208_STAMPING: ABNER 1973
 FX2208_MARK LOGO: NCGS  
 FX2208_PROJECTION: RECESSED 3 CENTIMETERS
 FX2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2208+STABILITY: SURFACE MOTION
 FX2208
 FX2208  HISTORY     - Date     Condition        Report By
 FX2208  HISTORY     - 1973     MONUMENTED       NCGS
 FX2208  HISTORY     - 1978     GOOD             NCGS
 FX2208
 FX2208                          STATION DESCRIPTION
 FX2208
 FX2208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2208'ABNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2208'VICINITY OF HALIFAX, NORTH CAROLINA.
 FX2208'
 FX2208'ABNER IS LOCATED APPROXIMATELY 5.3 MILES NORTHWEST OF HALIFAX AND 6.0
 FX2208'MILES SOUTH OF ROANOKE RAPIDS.  TO REACH STATION FROM THE I-95
 FX2208'UNDERPASS OF US 158, PROCEED SOUTH ALONG I-95 FOR 3.9 MILES TO
 FX2208'STATION ON RIGHT NEAR AN OPEN CONCRETE DRAIN, AND 1.3 MILES NORTH OF
 FX2208'NC 903 OVERPASS.
 FX2208'
 FX2208'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ABNER
 FX2208'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FX2208'INCH BELOW THE SURFACE OF THE GROUND.
 FX2208'
 FX2208'MARK IS
 FX2208'58.7 FEET NW OF C/L OF I-95 S BOUND LANE.
 FX2208'5.2 FEET SW OF C/L OF CONCRETE DRAIN DITCH.
 FX2208'9.0 FEET SE OF C/L OF CONCRETE DRAIN DITCH.
 FX2208'23.2 FEET SE OF TOP OF CULVERT (WEST END).
 FX2208'56.2 FEET E OF BRACE FENCE POST WITH ALUMINUM REF. TAG.
 FX2208'44.5 FEET S OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 FX2208
 FX2208                          STATION RECOVERY (1978)
 FX2208
 FX2208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2208'5.3 MI NW FROM HALIFAX.
 FX2208'TO REACH STATION FROM THE I 95 OVERPASS OF US 158, PROCEED SOUTH
 FX2208'ALONG I 95 FOR 3.9 MILES TO STATION ON RIGHT NEAR AN OPEN CONCRETE
 FX2208'DRAIN, AND 1.3 MILES NORTH OF NC 903 OVERPASS, 58.7 FT. NORTHWEST OF
 FX2208'CENTERLINE OF SOUTHBOUND LAND, 5.2 FT. SOUTHWEST OF CENTERLINE OF
 FX2208'CONCRETE DRAIN DITCH, 9.0 FT. SOUTHEAST OF CENTERLINE OF CONCRETE
 FX2208'DRAIN DITCH, 23.2 FT. SOUTHEAST OF TOP OF CULVERT WEST END, 56.2 FT.
 FX2208'EAST OF BRACE FENCE POST WITH REFERENCE TAG AND 44.5 FT. SOUTH OF 12
 FX2208'INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1130 ***********************************************************************
 EA1130  DESIGNATION -  ABOSTIC
 EA1130  PID         -  EA1130
 EA1130  STATE/COUNTY-  NC/DUPLIN
 EA1130  USGS QUAD   -  KENANSVILLE (1980)
 EA1130
 EA1130                         *CURRENT SURVEY CONTROL
 EA1130  ___________________________________________________________________
 EA1130* NAD 83(2001)-  34 57 46.74778(N)    077 56 26.31013(W)     ADJUSTED  
 EA1130* NAVD 88     -        26.910  (meters)      88.29   (feet)  ADJUSTED  
 EA1130  ___________________________________________________________________
 EA1130  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 EA1130  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 EA1130  DYNAMIC HT  -          26.885 (meters)      88.21  (feet)  COMP
 EA1130  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 EA1130
 EA1130  HORZ ORDER  -  SECOND
 EA1130  VERT ORDER  -  SECOND    CLASS I
 EA1130
 EA1130.The horizontal coordinates were established by classical geodetic methods
 EA1130.and adjusted by the National Geodetic Survey in August 2005.
 EA1130
 EA1130.The orthometric height was determined by differential leveling
 EA1130.and adjusted in June 1991.
 EA1130
 EA1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1130
 EA1130.The geoid height was determined by GEOID03.
 EA1130
 EA1130.The dynamic height is computed by dividing the NAVD 88
 EA1130.geopotential number by the normal gravity value computed on the
 EA1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1130.degrees latitude (g = 980.6199 gals.).
 EA1130
 EA1130.The modeled gravity was interpolated from observed gravity values.
 EA1130
 EA1130;                    North         East     Units Scale Factor Converg.
 EA1130;SPC NC       -   135,072.887   706,338.687   MT  0.99988522   +0 36 41.1
 EA1130;SPC NC       -   443,151.63  2,317,379.51   sFT  0.99988522   +0 36 41.1
 EA1130;UTM  18      - 3,872,888.786   231,500.013   MT  1.00048861   -1 41 10.1
 EA1130;UTM  17      - 3,873,214.431   779,343.089   MT  1.00056184   +1 45 15.4
 EA1130
 EA1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1130!SPC NC       -   1.00000140  x   0.99988522  =   0.99988662
 EA1130!UTM  18      -   1.00000140  x   1.00048861  =   1.00049001
 EA1130!UTM  17      -   1.00000140  x   1.00056184  =   1.00056324
 EA1130
 EA1130|---------------------------------------------------------------------|
 EA1130| PID    Reference Object                     Distance      Geod. Az  |
 EA1130|                                                           dddmmss.s |
 EA1130| EA1131 TEA                                 391.982 METERS 09038     |
 EA1130| EA1129 PAGE                                APPROX. 0.8 KM 2784710.2 |
 EA1130|---------------------------------------------------------------------|
 EA1130
 EA1130                          SUPERSEDED SURVEY CONTROL
 EA1130
 EA1130  NAD 83(1986)-  34 57 46.75607(N)    077 56 26.32168(W) AD(       ) 2
 EA1130  NAD 27      -  34 57 46.15875(N)    077 56 27.38438(W) AD(       ) 2
 EA1130  NGVD 29 (??/??/92)   27.188  (m)           89.20   (f) ADJ UNCH    2 1
 EA1130
 EA1130.Superseded values are not recommended for survey control.
 EA1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1130.See file dsdata.txt to determine how the superseded data were derived.
 EA1130
 EA1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3150072889(NAD 83)
 EA1130_MARKER: DE = TRAVERSE STATION DISK
 EA1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1130_SP_SET: CONCRETE POST
 EA1130_STAMPING: ABOSTIC 1976
 EA1130_MARK LOGO: NCGS  
 EA1130_PROJECTION: FLUSH
 EA1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1130+STABILITY: SURFACE MOTION
 EA1130
 EA1130  HISTORY     - Date     Condition        Report By
 EA1130  HISTORY     - 1976     MONUMENTED       NCGS
 EA1130  HISTORY     - 1977     GOOD             NCGS
 EA1130
 EA1130                          STATION DESCRIPTION
 EA1130
 EA1130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA1130'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST OF KENANSVILLE AND
 EA1130'9.8 MILES WEST-NORTHWEST OF BEULAVILLE.
 EA1130'
 EA1130'TO REACH THE STATION FROM THE INTERSECTION OF NC 24 AND NC 11 AT THE
 EA1130'POST OFFICE IN KENANSVILLE, PROCEED EAST ALONG NC 24 FOR 1.25 MILES TO
 EA1130'STATION ON LEFT, AT THE SOUTHEAST CORNER OF A YARD AND ON THE EAST
 EA1130'SIDE OF A PAVED DRIVEWAY LEADNG NORTH TO ADRIAN BOSTICS WHITE FRAME
 EA1130'RESIDENCE, AND 0.3 MILE WEST OF TEA SWAMP.
 EA1130'
 EA1130'STATION MARK IS A STANDARD DISK STAMPED---ABOSTIC 1976---, SET IN THE
 EA1130'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EA1130'MARK IS 40.1 FEET NORTH OF THE CENTERLINE OF NC 24, 14.6 FEET EAST OF
 EA1130'THE CENTERLINE OF PAVED DRIVEWAY, 74.6 FEET SOUTHEAST OF CENTER OF
 EA1130'BOTTOM FRONT STEP TO RESIDENCE, 13.5 FEET NORTHWEST OF TELEPHONE
 EA1130'PEDESTAL, 24.5 FEET SOUTH OF SERVICE POLE NO. 320 WITH REFERENCE TAG
 EA1130'AND 7.8 FEET NORTHWEST OF 4 BY 4 UNDERGROUND CABLE SIGN POST WITH
 EA1130'REFERENCE TAG.
 EA1130
 EA1130                          STATION RECOVERY (1977)
 EA1130
 EA1130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA1130'1.3 MI EAST FROM KENANSVILLE.
 EA1130'TO REACH STATION FROM THE INTERSECTION OF NC 24 AND NC 11 AT THE POST
 EA1130'OFFICE IN KENANSVILLE, PROCEED EAST ALONG NC 24 FOR 1.25 MILES TO
 EA1130'STATION ON LEFT, AT THE SOUTHEAST CORNER OF A YARD AND ON THE EAST
 EA1130'SIDE OF A PAVED DRIVEWAY LEADING NORTH TO ADRIAN BOSTICS WHITE FRAME
 EA1130'RESIDENCE, AND 0.3 MILE WEST OF TEA SWAMP, 40.1 FT. NORTH OF CENTER-
 EA1130'LINE OF NC 24, 14.6 FT. EAST OF CENTERLINE OF PAVED DRIVEWAY, 74.6 FT.
 EA1130'SE OF CENTER OF BOTTOM FRONT STEP TO RESIDENCE, 13.5 FT. NW OF
 EA1130'TELEPHONE PEDESTAL, 24.5 FT. SOUTH OF SERVICE POLE NUMBER 320 WITH
 EA1130'ALUMINUM REF. TAG AND 7.8 FT. NW OF 4 BY 4 UNDERGROUND CABLE SIGNPOST
 EA1130'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 EA1130'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3190 ***********************************************************************
 FA3190  DESIGNATION -  ABSHERS
 FA3190  PID         -  FA3190
 FA3190  STATE/COUNTY-  NC/GASTON
 FA3190  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3190
 FA3190                         *CURRENT SURVEY CONTROL
 FA3190  ___________________________________________________________________
 FA3190* NAD 83(2001)-  35 13 03.85972(N)    081 09 30.19791(W)     ADJUSTED  
 FA3190* NAVD 88     -       250.1    (meters)     821.     (feet)  VERTCON   
 FA3190  ___________________________________________________________________
 FA3190  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 FA3190  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA3190  HORZ ORDER  -  SECOND
 FA3190
 FA3190.The horizontal coordinates were established by classical geodetic methods
 FA3190.and adjusted by the National Geodetic Survey in August 2005.
 FA3190
 FA3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3190
 FA3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3190
 FA3190.The geoid height was determined by GEOID03.
 FA3190
 FA3190;                    North         East     Units Scale Factor Converg.
 FA3190;SPC NC       -   164,952.133   413,129.755   MT  0.99987277   -1 14 44.7
 FA3190;SPC NC       -   541,180.46  1,355,409.87   sFT  0.99987277   -1 14 44.7
 FA3190;UTM  17      - 3,897,201.395   485,585.190   MT  0.99960256   -0 05 28.8
 FA3190
 FA3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3190!SPC NC       -   0.99996564  x   0.99987277  =   0.99983841
 FA3190!UTM  17      -   0.99996564  x   0.99960256  =   0.99956821
 FA3190
 FA3190:                Primary Azimuth Mark                     Grid Az
 FA3190:SPC NC       -  CLUB                                     031 40 42.6
 FA3190:UTM  17      -  CLUB                                     030 31 26.7
 FA3190
 FA3190|---------------------------------------------------------------------|
 FA3190| PID    Reference Object                     Distance      Geod. Az  |
 FA3190|                                                           dddmmss.s |
 FA3190| FA3198 CLUB                                496.248 METERS 0302557.9 |
 FA3190| FA3196 BROOKS                              409.488 METERS 2341833.5 |
 FA3190|---------------------------------------------------------------------|
 FA3190
 FA3190                          SUPERSEDED SURVEY CONTROL
 FA3190
 FA3190  NAD 83(1986)-  35 13 03.87701(N)    081 09 30.20174(W) AD(       ) 2
 FA3190  NAD 27      -  35 13 03.37748(N)    081 09 30.93133(W) AD(       ) 2
 FA3190  NGVD 29 (07/19/86)  250.3    (m)          821.     (f) VERT ANG    3  
 FA3190
 FA3190.Superseded values are not recommended for survey control.
 FA3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3190.See file dsdata.txt to determine how the superseded data were derived.
 FA3190
 FA3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8558597201(NAD 83)
 FA3190_MARKER: DE = TRAVERSE STATION DISK
 FA3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3190_STAMPING: ABSHERS 1964
 FA3190_MARK LOGO: NCGS  
 FA3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3190+STABILITY: SURFACE MOTION
 FA3190
 FA3190  HISTORY     - Date     Condition        Report By
 FA3190  HISTORY     - 1964     MONUMENTED       NCGS
 FA3190  HISTORY     - 1984     GOOD             USPSQD
 FA3190  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 FA3190  HISTORY     - 19971220 MARK NOT FOUND   USPSQD
 FA3190  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 FA3190
 FA3190                          STATION DESCRIPTION
 FA3190
 FA3190'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3190'ABSHERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3190'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3190'
 FA3190'ABSHERS IS 3.3 MILES SE OF GASTONIA, LOCATED 0.55 MILES E
 FA3190'ALONG ROBINWOOD RD. (SR 2446) FROM NC 274 NEAR Y OF SR 2446
 FA3190'AND SR 2445 IN THE CORNER OF ABSHERS YARD.  2.95 MILES SW
 FA3190'ALONG ROBINWOOD RD. FROM NEW HOPE RD. AND ON S SIDE OF
 FA3190'ROBINWOOD RD.
 FA3190'
 FA3190'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3190'ABSHERS 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA3190'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3190'
 FA3190'MARK IS 200.0 FT N OF Y INTERSECTION OF SR 2446 AND SR 2445
 FA3190'
 FA3190'4.0 FT W OF ALUM. REF. TAG IN PP 03
 FA3190'
 FA3190'32.0 FT E OF C/L OF ROBINWOOD RD.
 FA3190'
 FA3190'7.7 FT S OF C/L OF DRIVEWAY
 FA3190'
 FA3190'53.7 FT SW OF SW CORNER OF BRICK HOUSE
 FA3190'
 FA3190'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3190
 FA3190                          STATION RECOVERY (1984)
 FA3190
 FA3190'RECOVERY NOTE BY US POWER SQUADRON 1984 (MLM)
 FA3190'ABSHERS 1964 FOUND GOOD.
 FA3190'
 FA3190'FOUND AS DESCRIBED EXCEPT PP NUMBERED NO. 17 NOT NO. 03 MARKER ACROSS
 FA3190'ROAD FROM FRIEDA LN.
 FA3190
 FA3190                          STATION RECOVERY (1994)
 FA3190
 FA3190'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA3190'MARK NOT FOUND.
 FA3190
 FA3190                          STATION RECOVERY (1997)
 FA3190
 FA3190'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3190'MARK NOT FOUND.
 FA3190
 FA3190                          STATION RECOVERY (1999)
 FA3190
 FA3190'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2626 ***********************************************************************
 FZ2626  DESIGNATION -  ABSHIRE
 FZ2626  PID         -  FZ2626
 FZ2626  STATE/COUNTY-  NC/WILKES
 FZ2626  USGS QUAD   -  WILKESBORO (1966)
 FZ2626
 FZ2626                         *CURRENT SURVEY CONTROL
 FZ2626  ___________________________________________________________________
 FZ2626* NAD 83(2001)-  36 09 00.74879(N)    081 12 03.88718(W)     ADJUSTED  
 FZ2626* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 FZ2626  ___________________________________________________________________
 FZ2626  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FZ2626  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 FZ2626  HORZ ORDER  -  SECOND
 FZ2626
 FZ2626.The horizontal coordinates were established by classical geodetic methods
 FZ2626.and adjusted by the National Geodetic Survey in August 2005.
 FZ2626
 FZ2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2626
 FZ2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2626
 FZ2626.The geoid height was determined by GEOID03.
 FZ2626
 FZ2626;                    North         East     Units Scale Factor Converg.
 FZ2626;SPC NC       -   268,463.334   411,537.911   MT  0.99999545   -1 16 13.4
 FZ2626;SPC NC       -   880,783.45  1,350,187.30   sFT  0.99999545   -1 16 13.4
 FZ2626;UTM  17      - 4,000,627.649   481,911.577   MT  0.99960403   -0 07 07.0
 FZ2626
 FZ2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2626!SPC NC       -   0.99995032  x   0.99999545  =   0.99994577
 FZ2626!UTM  17      -   0.99995032  x   0.99960403  =   0.99955437
 FZ2626
 FZ2626                          SUPERSEDED SURVEY CONTROL
 FZ2626
 FZ2626  NAD 83(1995)-  36 09 00.75017(N)    081 12 03.88893(W) AD(       ) 2
 FZ2626  NAD 83(1993)-  36 09 00.75480(N)    081 12 03.89322(W) AD(       ) 2
 FZ2626  NAD 83(1986)-  36 09 00.75391(N)    081 12 03.89674(W) AD(       ) 2
 FZ2626  NGVD 29 (06/26/91)  349.7    (m)         1147.     (f) VERT ANG    3  
 FZ2626
 FZ2626.Superseded values are not recommended for survey control.
 FZ2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2626.See file dsdata.txt to determine how the superseded data were derived.
 FZ2626
 FZ2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8191200628(NAD 83)
 FZ2626_MARKER: DE = TRAVERSE STATION DISK
 FZ2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2626_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2626+STABILITY: SURFACE MOTION
 FZ2626
 FZ2626  HISTORY     - Date     Condition        Report By
 FZ2626  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2626
 FZ2626                          STATION DESCRIPTION
 FZ2626
 FZ2626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2626'THE STATION IS LOCATED ABOUT 2.8 MI WEST OF WILKESBORO AND 3.4 MI
 FZ2626'SOUTHEAST OF MILLERS CREEK.
 FZ2626'
 FZ2626'TO REACH THE STATION FROM THE INTERSECTION OF US 421 AND NC 16,
 FZ2626'WEST OF WILKESBORO, PROCEED EAST ALONG US 421 FOR 1.7 MI TO THE
 FZ2626'STATION ON THE LEFT NEAR A PAVED DRIVE TO LOWES HAM CURING HOUSE,
 FZ2626'AND 0.1 MI EAST OF SR 1323.
 FZ2626'
 FZ2626'THE STATION IS A STANDARD NCGS DISK
 FZ2626'STAMPED---ABSHIRE 1980---,
 FZ2626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2626'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2626'71.5 FEET NORTH OF THE CENTERLINE OF US 421,
 FZ2626'61.7 FEET EAST OF THE CENTERLINE OF THE PAVED DRIVE,
 FZ2626'14.1 FEET SOUTH OF A POWER POLE WITH A REFERENCE TAG,
 FZ2626'61.6 FEET NORTHEAST OF THE EAST END OF THE PAVED DRIVE CULVERT, AND
 FZ2626'30.9 FEET WEST-SOUTHWEST OF THE PROPERTY CORNER (658).
 FZ2626'
 FZ2626'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9373 ***********************************************************************
 AF9373  DESIGNATION -  ABSHIRE
 AF9373  PID         -  AF9373
 AF9373  STATE/COUNTY-  NC/FORSYTH
 AF9373  USGS QUAD   -  WALKERTOWN (1986)
 AF9373
 AF9373                         *CURRENT SURVEY CONTROL
 AF9373  ___________________________________________________________________
 AF9373* NAD 83(2007)-  36 14 42.90073(N)    080 14 32.65251(W)     ADJUSTED  
 AF9373* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 AF9373  ___________________________________________________________________
 AF9373  EPOCH DATE  -        2002.00
 AF9373  X           -     872,840.697 (meters)                     COMP
 AF9373  Y           -  -5,075,601.607 (meters)                     COMP
 AF9373  Z           -   3,750,282.577 (meters)                     COMP
 AF9373  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 AF9373  ELLIP HEIGHT-         184.696 (meters)          (02/10/07) ADJUSTED
 AF9373  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AF9373
 AF9373  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9373  Type    PID    Designation                      North   East  Ellip
 AF9373  -------------------------------------------------------------------
 AF9373  NETWORK AF9373 ABSHIRE                           0.73   0.63   1.47
 AF9373  -------------------------------------------------------------------
 AF9373
 AF9373.The horizontal coordinates were established by GPS observations
 AF9373.and adjusted by the National Geodetic Survey in February 2007.
 AF9373
 AF9373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9373.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9373.The horizontal coordinates are valid at the epoch date displayed above.
 AF9373.The epoch date for horizontal control is a decimal equivalence
 AF9373.of Year/Month/Day.
 AF9373
 AF9373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9373
 AF9373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9373
 AF9373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9373
 AF9373.The ellipsoidal height was determined by GPS observations
 AF9373.and is referenced to NAD 83.
 AF9373
 AF9373.The geoid height was determined by GEOID03.
 AF9373
 AF9373;                    North         East     Units Scale Factor Converg.
 AF9373;SPC NC       -   277,512.498   497,929.770   MT  1.00002288   -0 43 01.5
 AF9373;SPC NC       -   910,472.25  1,633,624.59   sFT  1.00002288   -0 43 01.5
 AF9373;UTM  17      - 4,011,416.925   568,068.936   MT  0.99965709   +0 26 52.6
 AF9373
 AF9373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9373!SPC NC       -   0.99997101  x   1.00002288  =   0.99999389
 AF9373!UTM  17      -   0.99997101  x   0.99965709  =   0.99962811
 AF9373
 AF9373:                Primary Azimuth Mark                     Grid Az
 AF9373:SPC NC       -  CHESAPEAKE                               220 37 22.6
 AF9373:UTM  17      -  CHESAPEAKE                               219 27 28.5
 AF9373
 AF9373|---------------------------------------------------------------------|
 AF9373| PID    Reference Object                     Distance      Geod. Az  |
 AF9373|                                                           dddmmss.s |
 AF9373| AF9374 CHESAPEAKE                          APPROX. 0.6 KM 2195421.1 |
 AF9373|---------------------------------------------------------------------|
 AF9373
 AF9373                          SUPERSEDED SURVEY CONTROL
 AF9373
 AF9373  NAD 83(2001)-  36 14 42.90126(N)    080 14 32.65210(W) AD(       ) 1
 AF9373  ELLIP H (03/13/03)  184.685  (m)                       GP(       ) 4 2
 AF9373  NAD 83(1986)-  36 14 42.90872(N)    080 14 32.65818(W) AD(       ) 1
 AF9373  NGVD 29 (07/20/98)  218.1    (m)          716.     (f) GPS OBS     3  
 AF9373
 AF9373.Superseded values are not recommended for survey control.
 AF9373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9373.See file dsdata.txt to determine how the superseded data were derived.
 AF9373
 AF9373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6806911417(NAD 83)
 AF9373_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9373_STAMPING: ABSHIRE 1993
 AF9373_MARK LOGO: NCGS  
 AF9373_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9373+STABILITY: SURFACE MOTION
 AF9373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9373+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9373
 AF9373  HISTORY     - Date     Condition        Report By
 AF9373  HISTORY     - 1993     MONUMENTED       NCGS
 AF9373
 AF9373                          STATION DESCRIPTION
 AF9373
 AF9373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9373'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF GERMANTON.
 AF9373'ALONG NC 8 (GERMANTON ROAD) FOR 1.0 MI (1.6 KM) SOUTH FROM JUNCTION
 AF9373'WITH NC 65 TO SR 1912 (ASHIRE ROAD), ON THE NORTHEAST SIDE OF THE
 AF9373'T-INTERSECTION IN THE NORTHWEST CORNER OF A YARD. MARK IS ABOUT LEVEL
 AF9373'WITH THE ROAD AND RECESSED 2 INCHES BELOW THE GROUND.  LOCATED 22.9 FT
 AF9373'(7.0 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 108.0 FT (32.9 M)
 AF9373'EAST-NORTHEAST OF THE CENTERLINE OF THE T-INTERSECTION, 12.5 FT (3.8
 AF9373'M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 9.3 FT (2.8 M)
 AF9373'NORTH OF A WATER METER, 61.6 FT (18.8 M) NORTH OF THE NORTH CORNER OF
 AF9373'THE HOUSE PORCH, AND 24.0 FT (7.3 M) WEST OF A TELEPHONE PEDESTAL
 AF9373'BESIDE A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2099 ***********************************************************************
 EB2099  DESIGNATION -  ABUTMENT NCGS 1975
 EB2099  PID         -  EB2099
 EB2099  STATE/COUNTY-  NC/BRUNSWICK
 EB2099  USGS QUAD   -  LELAND (1984)
 EB2099
 EB2099                         *CURRENT SURVEY CONTROL
 EB2099  ___________________________________________________________________
 EB2099* NAD 83(2001)-  34 15 18.64350(N)    078 03 07.46372(W)     ADJUSTED  
 EB2099* NAVD 88     -        19.1    (meters)      63.     (feet)  VERTCON   
 EB2099  ___________________________________________________________________
 EB2099  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EB2099  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 EB2099  HORZ ORDER  -  SECOND
 EB2099
 EB2099.The horizontal coordinates were established by classical geodetic methods
 EB2099.and adjusted by the National Geodetic Survey in August 2005.
 EB2099
 EB2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2099
 EB2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2099
 EB2099.The geoid height was determined by GEOID03.
 EB2099
 EB2099;                    North         East     Units Scale Factor Converg.
 EB2099;SPC NC       -    56,458.759   696,913.138   MT  1.00002256   +0 32 49.6
 EB2099;SPC NC       -   185,231.78  2,286,455.85   sFT  1.00002256   +0 32 49.6
 EB2099;UTM  17      - 3,794,383.224   771,462.124   MT  1.00050847   +1 39 37.2
 EB2099;UTM  18      - 3,794,666.233   218,944.173   MT  1.00057383   -1 43 08.7
 EB2099
 EB2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2099!SPC NC       -   1.00000270  x   1.00002256  =   1.00002526
 EB2099!UTM  17      -   1.00000270  x   1.00050847  =   1.00051117
 EB2099!UTM  18      -   1.00000270  x   1.00057383  =   1.00057653
 EB2099
 EB2099:                Primary Azimuth Mark                     Grid Az
 EB2099:SPC NC       -  GUARD NCGS                               294 10 45.7
 EB2099:UTM  17      -  GUARD NCGS                               293 03 58.1
 EB2099:UTM  18      -  GUARD NCGS                               296 26 44.0
 EB2099
 EB2099|---------------------------------------------------------------------|
 EB2099| PID    Reference Object                     Distance      Geod. Az  |
 EB2099|                                                           dddmmss.s |
 EB2099| EB1487 GUARD NCGS                          APPROX. 0.5 KM 2944335.3 |
 EB2099|---------------------------------------------------------------------|
 EB2099
 EB2099                          SUPERSEDED SURVEY CONTROL
 EB2099
 EB2099  NAD 83(1986)-  34 15 18.65353(N)    078 03 07.47932(W) AD(       ) 2
 EB2099  NAD 27      -  34 15 18.04557(N)    078 03 08.50512(W) AD(       ) 2
 EB2099  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG    3  
 EB2099
 EB2099.Superseded values are not recommended for survey control.
 EB2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2099.See file dsdata.txt to determine how the superseded data were derived.
 EB2099
 EB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7146294383(NAD 83)
 EB2099_MARKER: DE = TRAVERSE STATION DISK
 EB2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2099+STABILITY: SURFACE MOTION
 EB2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2099+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 EB2099
 EB2099  HISTORY     - Date     Condition        Report By
 EB2099  HISTORY     - 1975     MONUMENTED       NCGS
 EB2099  HISTORY     - 1985     GOOD             USPSQD
 EB2099  HISTORY     - 20010701 GOOD             USPSQD
 EB2099  HISTORY     - 20050115 GOOD             USPSQD
 EB2099  HISTORY     - 20060219 GOOD             USPSQD
 EB2099
 EB2099                          STATION DESCRIPTION
 EB2099
 EB2099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2099'ABUTMENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2099'IN THE VICINITY OF LELAND, NORTH CAROLINA.
 EB2099'
 EB2099'ABUTMENT IS LOCATED APPROXIMATELY AT WEST EDGE OF LELAND, AND 6.2
 EB2099'MILES WEST OF WILMINGTON.  TO REACH STATION FROM THE U.S. 17 BRIDGE
 EB2099'OVER U.S. 74 AND U.S. 76, PROCEED NW ALONG U.S. 74 AND U.S. 76 FOR
 EB2099'3.15 MILES TO STATION ON THE RIGHT, AT THE NORTH CORNER OF THE
 EB2099'BRIDGE OVER OLD U.S. 74 AND U.S. 76.
 EB2099'
 EB2099'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2099'ABUTMENT 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2099'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2099'
 EB2099'MARK IS 33.0 FT NE OF C/L OF U.S. 74 AND U.S. 76 (NW BOUND LANE)
 EB2099'
 EB2099'9.4 FT NE OF NW END OF NE BRIDGE RAIL
 EB2099'
 EB2099'74.6 FT ENE OF NW END OF SW BRIDGE RAIL
 EB2099
 EB2099                          STATION RECOVERY (1985)
 EB2099
 EB2099'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB2099'ABUTMENT 1975 FOUND GOOD.
 EB2099
 EB2099                          STATION RECOVERY (2001)
 EB2099
 EB2099'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2099'RECOVERED IN GOOD CONDITION.
 EB2099
 EB2099                          STATION RECOVERY (2005)
 EB2099
 EB2099'RECOVERY NOTE BY US POWER SQUADRON 2005 (JGR)
 EB2099'RECOVERED IN GOOD CONDITION.
 EB2099
 EB2099                          STATION RECOVERY (2006)
 EB2099
 EB2099'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2708 ***********************************************************************
 EZ2708  CBN         -  This is a Cooperative Base Network Control Station.
 EZ2708  DESIGNATION -  ACACIA
 EZ2708  PID         -  EZ2708
 EZ2708  STATE/COUNTY-  NC/CUMBERLAND
 EZ2708  USGS QUAD   -  CLIFDALE (1982)
 EZ2708
 EZ2708                         *CURRENT SURVEY CONTROL
 EZ2708  ___________________________________________________________________
 EZ2708* NAD 83(2007)-  35 01 50.12690(N)    079 03 09.30166(W)     ADJUSTED  
 EZ2708* NAVD 88     -        67.411  (meters)     221.16   (feet)  ADJUSTED  
 EZ2708  ___________________________________________________________________
 EZ2708  EPOCH DATE  -        2002.00
 EZ2708  X           -     992,935.514 (meters)                     COMP
 EZ2708  Y           -  -5,133,358.655 (meters)                     COMP
 EZ2708  Z           -   3,640,666.113 (meters)                     COMP
 EZ2708  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 EZ2708  ELLIP HEIGHT-          34.336 (meters)          (02/10/07) ADJUSTED
 EZ2708  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 EZ2708  DYNAMIC HT  -          67.349 (meters)     220.96  (feet)  COMP
 EZ2708
 EZ2708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2708  Type    PID    Designation                      North   East  Ellip
 EZ2708  -------------------------------------------------------------------
 EZ2708  NETWORK EZ2708 ACACIA                            0.24   0.22   0.71
 EZ2708  -------------------------------------------------------------------
 EZ2708  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 EZ2708
 EZ2708  VERT ORDER  -  SECOND    CLASS II
 EZ2708
 EZ2708.The horizontal coordinates were established by GPS observations
 EZ2708.and adjusted by the National Geodetic Survey in February 2007.
 EZ2708
 EZ2708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2708.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2708.The epoch date for horizontal control is a decimal equivalence
 EZ2708.of Year/Month/Day.
 EZ2708
 EZ2708.The orthometric height was determined by differential leveling
 EZ2708.and adjusted in June 1991.
 EZ2708
 EZ2708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2708
 EZ2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2708
 EZ2708.The ellipsoidal height was determined by GPS observations
 EZ2708.and is referenced to NAD 83.
 EZ2708
 EZ2708.The geoid height was determined by GEOID03.
 EZ2708
 EZ2708.The dynamic height is computed by dividing the NAVD 88
 EZ2708.geopotential number by the normal gravity value computed on the
 EZ2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2708.degrees latitude (g = 980.6199 gals.).
 EZ2708
 EZ2708.The modeled gravity was interpolated from observed gravity values.
 EZ2708
 EZ2708;                    North         East     Units Scale Factor Converg.
 EZ2708;SPC NC       -   142,057.274   604,803.305   MT  0.99988000   -0 01 49.3
 EZ2708;SPC NC       -   466,066.24  1,984,258.84   sFT  0.99988000   -0 01 49.3
 EZ2708;UTM  17      - 3,878,168.857   677,650.554   MT  0.99998897   +1 07 05.3
 EZ2708
 EZ2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2708!SPC NC       -   0.99999461  x   0.99988000  =   0.99987461
 EZ2708!UTM  17      -   0.99999461  x   0.99998897  =   0.99998358
 EZ2708
 EZ2708                          SUPERSEDED SURVEY CONTROL
 EZ2708
 EZ2708  NAD 83(2001)-  35 01 50.12699(N)    079 03 09.30162(W) AD(       ) B
 EZ2708  ELLIP H (01/30/03)   34.348  (m)                       GP(       ) 4 2
 EZ2708  NAD 83(1986)-  35 01 50.13877(N)    079 03 09.29899(W) AD(       ) 2
 EZ2708  NAD 83(1986)-  35 01 50.13371(N)    079 03 09.30852(W) AD(       ) 1
 EZ2708  NAD 83(1995)-  35 01 50.12728(N)    079 03 09.30124(W) AD(       ) B
 EZ2708  ELLIP H (09/11/96)   34.327  (m)                       GP(       ) 4 1
 EZ2708  NAVD 88 (09/11/96)   67.41   (m)          221.2    (f) LEVELING    3  
 EZ2708  NGVD 29 (04/23/98)   67.66   (m)          222.0    (f) LEVELING    3  
 EZ2708
 EZ2708.Superseded values are not recommended for survey control.
 EZ2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2708.See file dsdata.txt to determine how the superseded data were derived.
 EZ2708
 EZ2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7765178169(NAD 83)
 EZ2708_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2708_SP_SET: CONCRETE POST
 EZ2708_STAMPING: ACACIA 1981
 EZ2708_MARK LOGO: NCGS  
 EZ2708_PROJECTION: RECESSED 10 CENTIMETERS
 EZ2708_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2708+STABILITY: SURFACE MOTION
 EZ2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2708+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 EZ2708
 EZ2708  HISTORY     - Date     Condition        Report By
 EZ2708  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2708  HISTORY     - 19820415 GOOD             NGS
 EZ2708  HISTORY     - 1986     GOOD             USPSQD
 EZ2708  HISTORY     - 19950101 GOOD             NCGS
 EZ2708  HISTORY     - 19970428 GOOD             NCGS
 EZ2708  HISTORY     - 20010116 GOOD             NCGS
 EZ2708  HISTORY     - 20010530 GOOD             NCGS
 EZ2708  HISTORY     - 20020121 GOOD             NCGS
 EZ2708  HISTORY     - 20050830 GOOD             NCGS
 EZ2708
 EZ2708                          STATION DESCRIPTION
 EZ2708
 EZ2708'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2708'2.7 MI NORTH FROM ROCKFISH.
 EZ2708'ALONG US 401, 4.3 MILES SOUTHWEST OF THE INTERSECTION WITH US 401
 EZ2708'BYPASS NORTH AT WEST SIDE OF FAYETTEVILLE, AT INTERSECTION WITH
 EZ2708'SR 1393 (ACACIA STREET), IN HIGHWAY SHOULDER ON PROLONGATION OF
 EZ2708'CENTERLINE OF ROAD, AND 0.2 MILE WEST OF SR 1102, SR 1402 CROSSROADS,
 EZ2708'17.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF HIGHWAY
 EZ2708'AND STREET, 85.1 FEET SOUTH OF CONCRETE STREET SIGN POST, 52.9 FEET
 EZ2708'EAST OF METAL SIGN POST AND 126.7 FEET WEST-NORTHWEST OF POWER POLE
 EZ2708'WITH TRANSFORMER AND LIGHT.
 EZ2708'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2708
 EZ2708                          STATION RECOVERY (1982)
 EZ2708
 EZ2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EZ2708'THE STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHWEST OF THE JUNCTION OF
 EZ2708'U.S HIGHWAY 401 AND U.S HIGHWAY 401 BYPASS NORTH AT THE WEST EDGE OF
 EZ2708'FAYETTEVILLE AT THE INTERSECTION WITH SR 1393, ACACIA STREET, 0.2 MILE
 EZ2708'(0.3 KM) WEST OF SR 1102 AND SR 1402 CROSSROADS AND IN THE SHOULDER OF
 EZ2708'THE HIGHWAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY
 EZ2708'401 AND U.S 401 BYPASS NORTH AT THE WEST EDGE OF FAYETTEVILLE, GO
 EZ2708'SOUTHEEST OF U.S 401 FOR 4.3 MILES (6.9 KM) TO THE MARK ON THE LEFT.
 EZ2708' 
 EZ2708'THE STATION IS A STANDARD NCGS DISK STAMPED-- ACACIA 1981--, SET INTO
 EZ2708'THE TOP OF A ROUND CONCRETE MONUMENT, 9 INHCES IN DIAMETER, RECESSED 4
 EZ2708'INCHES BELOW THE GROUND.  THE STATION IS LOCATED 5.4 METERS (17.7 FT)
 EZ2708'SOUTH SOUTHWEST FROM THE CENTRLINE OF U.S 401, 25.9 METERS (85.0 FT)
 EZ2708'SOUTH FROM A CONCRETE SIGN POST, 16.1 METERS (52.8 FT) EAST FROM A
 EZ2708'METAL POST WITH A HIGHWAY SIGN, 38.6 METERS (126.6 FT) WEST NORTHWEST
 EZ2708'FROM A POWERLINE POLE WITH A TRANSFORMER, LIGHT AND A REFERENCE TAG.
 EZ2708
 EZ2708                          STATION RECOVERY (1986)
 EZ2708
 EZ2708'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ2708'RECOVERED IN GOOD CONDITION.
 EZ2708
 EZ2708                          STATION RECOVERY (1995)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ2708'RECOVERED BY NCGS IN 1995 IN GOOD CONDITION. LOCATED APPROXIMATELY 2.7
 EZ2708'MI (4.3 KM) NORTH OF ROCKFISH AND 9.6 MI (15.4 KM) WEST-SOUTHWEST OF
 EZ2708'FAYETTEVILLE. PROCEED ALONG US 401 (SOUTH RAEFORD ROAD) FOR 4.7 MI
 EZ2708'(7.6 KM) WEST FROM US 401 BYPASS/ US 401 BUSINESS ON WEST SIDE OF
 EZ2708'FAYETTEVILLE TO OLD US 401 (RAEFORD ROAD), THENCE ALONG OLD US 401
 EZ2708'EAST FOR 0.25 MI (0.40 KM) TO SR 1393 (ACACIA DRIVE), ON SHOULDER ON
 EZ2708'PROLONGATION OF CENTERLINE OF SR 1393, AND ACROSS ROAD FROM LAKE RIM
 EZ2708'VOLUNTEER FIRE DEPARTMENT, AND 0.2 MI (0.3 KM) WEST OF SR 1102 (WILLIS
 EZ2708'HILL ROAD), SR 1402 (RIM ROAD) INTERSECTION. MARK IS RECESSED 6-INCHES
 EZ2708'BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 18.5 FT (5.6 M)
 EZ2708'SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF OLD US 401 AND SR
 EZ2708'1393, 90.0 FT (27.4 M) SOUTH OF CONCRETE SIGN POST, 81.0 FT (24.7 M)
 EZ2708'NORTHEAST OF TELEPHONE PEDESTAL 1393R1E1, AND 126.7 FT (38.6 M)
 EZ2708'WEST-NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EZ2708
 EZ2708                          STATION RECOVERY (1997)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EZ2708'RECOVERED IN GOOD CONDITION.
 EZ2708
 EZ2708                          STATION RECOVERY (2001)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ2708'RECOVERED AS DESCRIBED.
 EZ2708
 EZ2708                          STATION RECOVERY (2001)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ2708'RECOVERED AS DESCRIBED.
 EZ2708
 EZ2708                          STATION RECOVERY (2002)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ2708'RECOVERED AS DESCRIBED.
 EZ2708
 EZ2708                          STATION RECOVERY (2005)
 EZ2708
 EZ2708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ2708'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITION.  RAEFORD
 EZ2708'ROAD IS SR 3569.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2674 ***********************************************************************
 EB2674  DESIGNATION -  ACADEMY
 EB2674  PID         -  EB2674
 EB2674  STATE/COUNTY-  NC/COLUMBUS
 EB2674  USGS QUAD   -  FAIR BLUFF (1982)
 EB2674
 EB2674                         *CURRENT SURVEY CONTROL
 EB2674  ___________________________________________________________________
 EB2674* NAD 83(2001)-  34 18 49.80228(N)    079 01 36.28811(W)     ADJUSTED  
 EB2674* NAVD 88     -        21.2    (meters)      70.     (feet)  VERTCON   
 EB2674  ___________________________________________________________________
 EB2674  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 EB2674  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EB2674  HORZ ORDER  -  SECOND
 EB2674
 EB2674.The horizontal coordinates were established by classical geodetic methods
 EB2674.and adjusted by the National Geodetic Survey in August 2005.
 EB2674
 EB2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2674
 EB2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2674
 EB2674.The geoid height was determined by GEOID03.
 EB2674
 EB2674;                    North         East     Units Scale Factor Converg.
 EB2674;SPC NC       -    62,548.787   607,139.343   MT  1.00000546   -0 00 55.6
 EB2674;SPC NC       -   205,212.15  1,991,922.99   sFT  1.00000546   -0 00 55.6
 EB2674;SPC SC       -   276,814.860   791,188.391   MT  0.99985678   +1 05 38.3
 EB2674;SPC SC       -   908,185.24  2,595,762.44   iFT  0.99985678   +1 05 38.3
 EB2674;UTM  17      - 3,798,717.085   681,565.976   MT  1.00000637   +1 06 45.6
 EB2674
 EB2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2674!SPC NC       -   1.00000199  x   1.00000546  =   1.00000745
 EB2674!SPC SC       -   1.00000199  x   0.99985678  =   0.99985877
 EB2674!UTM  17      -   1.00000199  x   1.00000637  =   1.00000836
 EB2674
 EB2674:                Primary Azimuth Mark                     Grid Az
 EB2674:SPC NC       -  CERAMICS                                 155 17 39.0
 EB2674:SPC SC       -  CERAMICS                                 154 11 05.1
 EB2674:UTM  17      -  CERAMICS                                 154 09 57.8
 EB2674
 EB2674|---------------------------------------------------------------------|
 EB2674| PID    Reference Object                     Distance      Geod. Az  |
 EB2674|                                                           dddmmss.s |
 EB2674| EB2673 CERAMICS                            486.557 METERS 1551643.4 |
 EB2674| EB2675 ELM                                 287.955 METERS 32815     |
 EB2674|---------------------------------------------------------------------|
 EB2674
 EB2674                          SUPERSEDED SURVEY CONTROL
 EB2674
 EB2674  NAD 83(1986)-  34 18 49.82042(N)    079 01 36.29421(W) AD(       ) 2
 EB2674  NAD 27      -  34 18 49.21733(N)    079 01 37.18576(W) AD(       ) 2
 EB2674  NGVD 29 (07/19/86)   21.5    (m)           71.     (f) VERT ANG    3  
 EB2674
 EB2674.Superseded values are not recommended for survey control.
 EB2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2674.See file dsdata.txt to determine how the superseded data were derived.
 EB2674
 EB2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8156698717(NAD 83)
 EB2674_MARKER: DE = TRAVERSE STATION DISK
 EB2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2674_STAMPING: ACADEMY 1974
 EB2674_MARK LOGO: NCGS  
 EB2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2674+STABILITY: SURFACE MOTION
 EB2674
 EB2674  HISTORY     - Date     Condition        Report By
 EB2674  HISTORY     - 1974     MONUMENTED       NCGS
 EB2674  HISTORY     - 1977     GOOD             NCGS
 EB2674
 EB2674                          STATION DESCRIPTION
 EB2674
 EB2674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2674'ACADEMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2674'THE VICINITY OF FAIR BLUFF, NORTH CAROLINA.
 EB2674'
 EB2674'ACADEMY IS LOCATED IN THE EASTERN SECTION OF FAIR BLUFF.  TO REACH
 EB2674'STATION FROM INTERSECTION OF NC 904 AND SEABOARD COAST LINE RAILROAD
 EB2674'IN FAIR BLUFF, PROCEED SOUTHEAST ALONG NC 904 FOR 0.15 MILE TO
 EB2674'INTERSECTION WITH SR 1004 (ACADEMY ST.), THENCE NORTHEAST ALONG
 EB2674'ACADEMY STREET FOR 0.2 MILE TO STATION, APPROXIMATELY 100 FEET
 EB2674'SOUTHEAST OF INTERSECTION WITH ELM STREET, ON GROUNDS OF FAIR BLUFF
 EB2674'ELEMENTARY SCHOOL AND DIRECTLY IN FRONT OF GYM.
 EB2674'
 EB2674'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2674'ACADEMY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2674'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2674'
 EB2674'MARK IS 22.0 FT ENE OF C/L OF ELM ST.
 EB2674'
 EB2674'89.5 FT SSE OF C/L OF ACADEMY ST.
 EB2674'
 EB2674'73.6 FT E OF NE CORNER OF GYM
 EB2674'
 EB2674'5.4 FT SE OF 6 INCH PECAN TREE
 EB2674'
 EB2674'94.6 FT NNW OF PP WITH ALUMINUM REF. TAG
 EB2674'
 EB2674'80.7 FT SE OF PP AT STREET CORNER WITH ALUMINUM REF. TAG
 EB2674
 EB2674                          STATION RECOVERY (1977)
 EB2674
 EB2674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB2674'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EB2674'EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EB2674'
 EB2674'MARK IS 87.1 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3388 ***********************************************************************
 EZ3388  DESIGNATION -  ACADEMY
 EZ3388  PID         -  EZ3388
 EZ3388  STATE/COUNTY-  NC/LEE
 EZ3388  USGS QUAD   -  SANFORD (1981)
 EZ3388
 EZ3388                         *CURRENT SURVEY CONTROL
 EZ3388  ___________________________________________________________________
 EZ3388* NAD 83(2001)-  35 27 18.88357(N)    079 09 19.17205(W)     ADJUSTED  
 EZ3388* NAVD 88     -       136.9    (meters)     449.     (feet)  VERTCON   
 EZ3388  ___________________________________________________________________
 EZ3388  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EZ3388  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ3388  HORZ ORDER  -  SECOND
 EZ3388
 EZ3388.The horizontal coordinates were established by classical geodetic methods
 EZ3388.and adjusted by the National Geodetic Survey in August 2005.
 EZ3388
 EZ3388.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3388
 EZ3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3388
 EZ3388.The geoid height was determined by GEOID03.
 EZ3388
 EZ3388;                    North         East     Units Scale Factor Converg.
 EZ3388;SPC NC       -   189,174.460   595,502.527   MT  0.99987887   -0 05 22.7
 EZ3388;SPC NC       -   620,649.87  1,953,744.54   sFT  0.99987887   -0 05 22.7
 EZ3388;UTM  17      - 3,925,093.434   667,401.530   MT  0.99994535   +1 04 13.0
 EZ3388
 EZ3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3388!SPC NC       -   0.99998349  x   0.99987887  =   0.99986236
 EZ3388!UTM  17      -   0.99998349  x   0.99994535  =   0.99992884
 EZ3388
 EZ3388:                Primary Azimuth Mark                     Grid Az
 EZ3388:SPC NC       -  ESTEL                                    241 39 10.3
 EZ3388:UTM  17      -  ESTEL                                    240 29 34.6
 EZ3388
 EZ3388|---------------------------------------------------------------------|
 EZ3388| PID    Reference Object                     Distance      Geod. Az  |
 EZ3388|                                                           dddmmss.s |
 EZ3388| EZ3390 ESTEL                               436.563 METERS 2413347.6 |
 EZ3388|---------------------------------------------------------------------|
 EZ3388
 EZ3388                          SUPERSEDED SURVEY CONTROL
 EZ3388
 EZ3388  NAD 83(1986)-  35 27 18.88683(N)    079 09 19.17471(W) AD(       ) 2
 EZ3388  NAD 27      -  35 27 18.32235(N)    079 09 20.09410(W) AD(       ) 2
 EZ3388  NGVD 29 (07/19/86)  137.1    (m)          450.     (f) VERT ANG    3  
 EZ3388
 EZ3388.Superseded values are not recommended for survey control.
 EZ3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3388.See file dsdata.txt to determine how the superseded data were derived.
 EZ3388
 EZ3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6740225093(NAD 83)
 EZ3388_MARKER: DE = TRAVERSE STATION DISK
 EZ3388_SETTING: 0 = UNSPECIFIED SETTING
 EZ3388_STAMPING: ACADEMY 1970
 EZ3388_MARK LOGO: NCGS  
 EZ3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3388
 EZ3388  HISTORY     - Date     Condition        Report By
 EZ3388  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3388  HISTORY     - 20050416 MARK NOT FOUND   GEOCAC
 EZ3388
 EZ3388                          STATION DESCRIPTION
 EZ3388
 EZ3388'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3388'ACADEMY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3388'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3388'
 EZ3388'ACADEMY IS LOCATED APPROXIMATELY 1.0 MILE SSE OF THE CENTER OF
 EZ3388'SANFORD.  STATION IS EMBEDDED IN THE CURBING IN THE SOUTHWEST CORNER
 EZ3388'OF MAIN STREET AND ACADEMY STREET IN THE SUBURB KNOWN AS JONESBORO,
 EZ3388'ON THE EAST SIDE OF SANFORD.
 EZ3388'
 EZ3388'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK EMBEDDED IN THE
 EZ3388'CURBING AND STAMPED ACADEMY 1970, WHICH IS FLUSH WITH THE CURBING.
 EZ3388'
 EZ3388'MARK IS--
 EZ3388'19.2 FEET SE OF C/L OF NC 78 OR MAIN STREET.
 EZ3388'27.9 FEET WSW OF C/L OF ACADEMY ST.
 EZ3388'2.6 FEET NNW OF CONCRETE POST STREET NUMBER.
 EZ3388'6.5 FEET NE OF ALUMINUM REF. TAG ON TP.
 EZ3388'1.9 FEET SE OF DROP INLET.
 EZ3388
 EZ3388                          STATION RECOVERY (2005)
 EZ3388
 EZ3388'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ3388'ACADEMY STREET HAS BEEN REROUTED TO THE EAST OF THE ORIGINAL
 EZ3388'INTERSECTION. MARK PROBABLY WAS DESTROYED DURING CONSTRUCTION OF NEW
 EZ3388'CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4466 ***********************************************************************
 EZ4466  DESIGNATION -  ACADEMY
 EZ4466  PID         -  EZ4466
 EZ4466  STATE/COUNTY-  NC/FRANKLIN
 EZ4466  USGS QUAD   -  ROLESVILLE (1993)
 EZ4466
 EZ4466                         *CURRENT SURVEY CONTROL
 EZ4466  ___________________________________________________________________
 EZ4466* NAD 83(2001)-  35 58 03.23526(N)    078 24 16.74876(W)     ADJUSTED  
 EZ4466* NAVD 88     -       115.80   (+/-2cm)     379.9    (feet)  VERTCON   
 EZ4466  ___________________________________________________________________
 EZ4466  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 EZ4466  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 EZ4466  HORZ ORDER  -  SECOND
 EZ4466  VERT ORDER  -  THIRD ? (See Below)
 EZ4466
 EZ4466.The horizontal coordinates were established by classical geodetic methods
 EZ4466.and adjusted by the National Geodetic Survey in August 2005.
 EZ4466
 EZ4466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4466.The vertical order pertains to the NGVD 29 superseded value.
 EZ4466
 EZ4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4466
 EZ4466.The geoid height was determined by GEOID03.
 EZ4466
 EZ4466;                    North         East     Units Scale Factor Converg.
 EZ4466;SPC NC       -   246,162.992   663,298.945   MT  0.99995051   +0 20 37.0
 EZ4466;SPC NC       -   807,619.75  2,176,173.29   sFT  0.99995051   +0 20 37.0
 EZ4466;UTM  17      - 3,983,465.381   734,033.283   MT  1.00027494   +1 31 30.0
 EZ4466
 EZ4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4466!SPC NC       -   0.99998707  x   0.99995051  =   0.99993758
 EZ4466!UTM  17      -   0.99998707  x   1.00027494  =   1.00026200
 EZ4466
 EZ4466:                Primary Azimuth Mark                     Grid Az
 EZ4466:SPC NC       -  HARRIS CT AND T MICROWAVE                073 09 43.8
 EZ4466:UTM  17      -  HARRIS CT AND T MICROWAVE                071 58 50.8
 EZ4466
 EZ4466|---------------------------------------------------------------------|
 EZ4466| PID    Reference Object                     Distance      Geod. Az  |
 EZ4466|                                                           dddmmss.s |
 EZ4466| EZ4458 HARRIS CT AND T MICROWAVE           APPROX. 2.7 KM 0733020.8 |
 EZ4466| EZ4464 BAKER                               APPROX. 2.4 KM 0754950.4 |
 EZ4466| EZ4465 TOMB                                391.774 METERS 16756     |
 EZ4466| EZ4475 FRIDDIE                             316.660 METERS 26150     |
 EZ4466|---------------------------------------------------------------------|
 EZ4466
 EZ4466                          SUPERSEDED SURVEY CONTROL
 EZ4466
 EZ4466  NAD 83(1986)-  35 58 03.24166(N)    078 24 16.75900(W) AD(       ) 2
 EZ4466  NAD 27      -  35 58 02.69348(N)    078 24 17.76449(W) AD(       ) 2
 EZ4466  NGVD 29 (07/19/86)  116.08   (m)          380.8    (f) LEVELING    3  
 EZ4466
 EZ4466.Superseded values are not recommended for survey control.
 EZ4466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4466.See file dsdata.txt to determine how the superseded data were derived.
 EZ4466
 EZ4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3403383465(NAD 83)
 EZ4466_MARKER: DE = TRAVERSE STATION DISK
 EZ4466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4466_STAMPING: ACADEMY 1976
 EZ4466_MARK LOGO: NCGS  
 EZ4466_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4466+STABILITY: SURFACE MOTION
 EZ4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4466+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 EZ4466
 EZ4466  HISTORY     - Date     Condition        Report By
 EZ4466  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4466  HISTORY     - 1976     GOOD             NCGS
 EZ4466  HISTORY     - 1978     GOOD             NCGS
 EZ4466  HISTORY     - 1987     GOOD             USPSQD
 EZ4466  HISTORY     - 20050212 GOOD             USPSQD
 EZ4466
 EZ4466                          STATION DESCRIPTION
 EZ4466
 EZ4466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 EZ4466'ACADEMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4466'APPROXIMATELY 4.3 MILES NORTHEAST OF ROLESVILLE (WAKE CO.) AND
 EZ4466'10.8 MILES SSW OF LOUISBURG, NORTH CAROLINA.  TO REACH STATION FROM
 EZ4466'THE U.S. 401, NC 98 CROSSROADS, NORTHEAST OF ROLESVILLE (WAKE
 EZ4466'CO.), PROCEED WEST ALONG NC 98 FOR 0.30 MILE TO THE NC 98, SR 1101
 EZ4466'CROSSROADS AND STATION ON THE LEFT, IN THE SOUTHEAST
 EZ4466'QUADRANT.
 EZ4466'
 EZ4466'STATION MARK IS A STANDARD BRASS DISK, STAMPED ACADEMY 1976, SET
 EZ4466'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH
 EZ4466'THE SURFACE OF THE GROUND.
 EZ4466'
 EZ4466'MARK IS 30.9 FT SSE OF C/L OF NC 98
 EZ4466'
 EZ4466'63.3 FT ENE OF C/L OF SR 1101
 EZ4466'
 EZ4466'64.3 FT ESE OF C/L INTERSECTION OF CROSSROADS (PK NAIL)
 EZ4466'
 EZ4466'13.5 FT ENE OF CENTER OF TOP OF TELEPHONE JUNCTION BOX
 EZ4466'E 98 R1 695
 EZ4466'
 EZ4466'132.1 FT ESE OF PP 4/26/7 WITH ALUMINUM REF. TAG
 EZ4466'
 EZ4466'155.5 FT S OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EZ4466
 EZ4466                          STATION RECOVERY (1976)
 EZ4466
 EZ4466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4466'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EZ4466
 EZ4466                          STATION RECOVERY (1978)
 EZ4466
 EZ4466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ4466'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ4466
 EZ4466                          STATION RECOVERY (1987)
 EZ4466
 EZ4466'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4466'RECOVERED IN GOOD CONDITION.
 EZ4466
 EZ4466                          STATION RECOVERY (2005)
 EZ4466
 EZ4466'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4466'N 35 58.055
 EZ4466'W 078 24.279
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5410 ***********************************************************************
 EZ5410  DESIGNATION -  ACADEMY
 EZ5410  PID         -  EZ5410
 EZ5410  STATE/COUNTY-  NC/WAKE
 EZ5410  USGS QUAD   -  CARY (1993)
 EZ5410
 EZ5410                         *CURRENT SURVEY CONTROL
 EZ5410  ___________________________________________________________________
 EZ5410* NAD 83(2001)-  35 47 16.88186(N)    078 46 52.04889(W)     ADJUSTED  
 EZ5410* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 EZ5410  ___________________________________________________________________
 EZ5410  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 EZ5410  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 EZ5410  HORZ ORDER  -  SECOND
 EZ5410
 EZ5410.The horizontal coordinates were established by classical geodetic methods
 EZ5410.and adjusted by the National Geodetic Survey in August 2005.
 EZ5410
 EZ5410.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5410
 EZ5410.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5410
 EZ5410.The geoid height was determined by GEOID03.
 EZ5410
 EZ5410;                    North         East     Units Scale Factor Converg.
 EZ5410;SPC NC       -   226,103.665   629,386.831   MT  0.99991629   +0 07 34.8
 EZ5410;SPC NC       -   741,808.44  2,064,913.29   sFT  0.99991629   +0 07 34.8
 EZ5410;UTM  17      - 3,962,708.867   700,531.751   MT  1.00009555   +1 17 52.8
 EZ5410
 EZ5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5410!SPC NC       -   0.99998131  x   0.99991629  =   0.99989761
 EZ5410!UTM  17      -   0.99998131  x   1.00009555  =   1.00007686
 EZ5410
 EZ5410                          SUPERSEDED SURVEY CONTROL
 EZ5410
 EZ5410  NAD 83(1986)-  35 47 16.88335(N)    078 46 52.05218(W) AD(       ) 2
 EZ5410  NAD 27      -  35 47 16.35508(N)    078 46 53.03784(W) AD(       ) 2
 EZ5410  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG    3  
 EZ5410
 EZ5410.Superseded values are not recommended for survey control.
 EZ5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5410.See file dsdata.txt to determine how the superseded data were derived.
 EZ5410
 EZ5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0053262709(NAD 83)
 EZ5410_MARKER: DE = TRAVERSE STATION DISK
 EZ5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5410_STAMPING: ACADEMY 1965
 EZ5410_MARK LOGO: NCGS  
 EZ5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5410+STABILITY: SURFACE MOTION
 EZ5410
 EZ5410  HISTORY     - Date     Condition        Report By
 EZ5410  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5410  HISTORY     - 1980     MARK NOT FOUND   NGS
 EZ5410  HISTORY     - 20040613 MARK NOT FOUND   USPSQD
 EZ5410  HISTORY     - 20050614 MARK NOT FOUND   GEOCAC
 EZ5410
 EZ5410                          STATION DESCRIPTION
 EZ5410
 EZ5410'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5410'ACADEMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5410'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5410'
 EZ5410'ACADEMY IS IN THE TOWN OF CARY.  LOCATED IN THE SE QUADRANT
 EZ5410'OF THE SEABOARD AIRLINE RR AND ACADEMY ST..  APPROXIMATELY 300
 EZ5410'FT N OF OLD U.S. 1 AND 64 OR E. CHATHAM STREET.  APPROXIMATELY
 EZ5410'50 FT SE OF CARY RR STATION AND ON S SIDE OF TRACKS.
 EZ5410'
 EZ5410'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5410'ACADEMY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5410'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5410'
 EZ5410'MARK IS
 EZ5410'
 EZ5410'22.8 FT E OF C/L OF ACADEMY ST.
 EZ5410'
 EZ5410'15.9 FT S OF S RAIL
 EZ5410'
 EZ5410'5.8 FT W OF RR CROSSING SIGNAL POST
 EZ5410'
 EZ5410'14.2 FT S OF CROSS TIE WITH ALUMINUM REF. TAG
 EZ5410'
 EZ5410'37.8 FT N OF FIRE PLUG
 EZ5410'
 EZ5410'37.1 FT N OF PP WITH ALUMINUM REF. TAG
 EZ5410'
 EZ5410'47.5 FT E OF PP WITH ALUMINUM REF. TAG
 EZ5410'
 EZ5410'22.0 FT NE OF C/L OF CEDAR ST.
 EZ5410'
 EZ5410'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ5410
 EZ5410                          STATION RECOVERY (1980)
 EZ5410
 EZ5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HDM)
 EZ5410'THE STATION IS BELIEVED DESTROYED BY WIDENING OF ACADEMY STREET AS
 EZ5410'REFERENCE MEASURMENTS LOCATE STATION IN THE APPROXIMATE CENTER OF
 EZ5410'ACADEMY STREET.
 EZ5410
 EZ5410                          STATION RECOVERY (2004)
 EZ5410
 EZ5410'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ5410'MARK NOT FOUND.
 EZ5410
 EZ5410                          STATION RECOVERY (2005)
 EZ5410
 EZ5410'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ5410'ROAD HAS BEEN WIDENED, SIDEWALKS ADDED, AND SHOULDER LANDSCAPED. MARK
 EZ5410'APPEARS TO HAVE BEEN IN AFFECTED AREA.
 EZ5410' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2319 ***********************************************************************
 AI2319  DESIGNATION -  ACADEMY
 AI2319  PID         -  AI2319
 AI2319  STATE/COUNTY-  NC/GUILFORD
 AI2319  USGS QUAD   -  SUMMERFIELD (1994)
 AI2319
 AI2319                         *CURRENT SURVEY CONTROL
 AI2319  ___________________________________________________________________
 AI2319* NAD 83(2007)-  36 10 24.95282(N)    079 59 21.81419(W)     ADJUSTED  
 AI2319* NAVD 88     -       286.4    (meters)     940.     (feet)  GPS OBS   
 AI2319  ___________________________________________________________________
 AI2319  EPOCH DATE  -        2002.00
 AI2319  X           -     896,071.532 (meters)                     COMP
 AI2319  Y           -  -5,076,378.484 (meters)                     COMP
 AI2319  Z           -   3,743,908.273 (meters)                     COMP
 AI2319  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 AI2319  ELLIP HEIGHT-         254.222 (meters)          (02/10/07) ADJUSTED
 AI2319  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 AI2319
 AI2319  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2319  Type    PID    Designation                      North   East  Ellip
 AI2319  -------------------------------------------------------------------
 AI2319  NETWORK AI2319 ACADEMY                           0.47   0.61   0.84
 AI2319  -------------------------------------------------------------------
 AI2319
 AI2319.The horizontal coordinates were established by GPS observations
 AI2319.and adjusted by the National Geodetic Survey in February 2007.
 AI2319
 AI2319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2319.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2319.The horizontal coordinates are valid at the epoch date displayed above.
 AI2319.The epoch date for horizontal control is a decimal equivalence
 AI2319.of Year/Month/Day.
 AI2319
 AI2319.The orthometric height was determined by GPS observations and a
 AI2319.high-resolution geoid model.
 AI2319
 AI2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2319
 AI2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2319
 AI2319.The ellipsoidal height was determined by GPS observations
 AI2319.and is referenced to NAD 83.
 AI2319
 AI2319.The geoid height was determined by GEOID03.
 AI2319
 AI2319;                    North         East     Units Scale Factor Converg.
 AI2319;SPC NC       -   269,306.422   520,591.136   MT  1.00000194   -0 34 15.8
 AI2319;SPC NC       -   883,549.49  1,707,972.75   sFT  1.00000194   -0 34 15.8
 AI2319;UTM  17      - 4,003,676.410   590,885.021   MT  0.99970177   +0 35 47.5
 AI2319
 AI2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2319!SPC NC       -   0.99996010  x   1.00000194  =   0.99996204
 AI2319!UTM  17      -   0.99996010  x   0.99970177  =   0.99966188
 AI2319
 AI2319:                Primary Azimuth Mark                     Grid Az
 AI2319:SPC NC       -  LINVILLE                                 148 45 51.8
 AI2319:UTM  17      -  LINVILLE                                 147 35 48.5
 AI2319
 AI2319|---------------------------------------------------------------------|
 AI2319| PID    Reference Object                     Distance      Geod. Az  |
 AI2319|                                                           dddmmss.s |
 AI2319| AI2318 LINVILLE                            APPROX. 0.6 KM 1481136.0 |
 AI2319|---------------------------------------------------------------------|
 AI2319
 AI2319                          SUPERSEDED SURVEY CONTROL
 AI2319
 AI2319  NAD 83(2001)-  36 10 24.95312(N)    079 59 21.81405(W) AD(       ) 1
 AI2319  ELLIP H (03/13/03)  254.218  (m)                       GP(       ) 4 2
 AI2319  NAD 83(1986)-  36 10 24.95939(N)    079 59 21.82154(W) AD(       ) 1
 AI2319
 AI2319.Superseded values are not recommended for survey control.
 AI2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2319.See file dsdata.txt to determine how the superseded data were derived.
 AI2319
 AI2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9088503676(NAD 83)
 AI2319_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2319_STAMPING: ACADEMY 1991
 AI2319_MARK LOGO: NCGS  
 AI2319_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2319+STABILITY: SURFACE MOTION
 AI2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2319+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2319
 AI2319  HISTORY     - Date     Condition        Report By
 AI2319  HISTORY     - 1991     MONUMENTED       NCGS
 AI2319
 AI2319                          STATION DESCRIPTION
 AI2319
 AI2319'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2319'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-NORTHWEST OF
 AI2319'GREENSBORO, IN OAK RIDGE. AT THE NC 150 (OAK RIDGE RD) AND NC 68
 AI2319'INTERSECTION, IN NORTHWEST TRIANGULAR GRASS TRAFFIC ISLAND. MARK IS
 AI2319'LEVEL WITH HIGHWAY AND RECESSED 1 INCH BELOW GROUND. LOCATED 28.5 FT
 AI2319'(8.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF NC 150 AND 5.8 FT (1.8 M)
 AI2319'FROM THE CURB, 66.0 FT (20.1 M) WEST OF THE CENTERLINE OF THE
 AI2319'CROSSROADS, 3.6 FT (1.1 M) SOUTHEAST OF THE NORTHWEST CURB OF TRAFFIC
 AI2319'ISLAND, 19.0 FT (5.8 M) NORTHEAST OF THE WEST END OF THE ASPHALT
 AI2319'CURBING OF THE TRAFFIC ISLAND, AND 34.2 FT (10.4 M) WEST-SOUTHWEST OF
 AI2319'A TELEPHONE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9450 ***********************************************************************
 DJ9450  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9450  DESIGNATION -  ACADEMY
 DJ9450  PID         -  DJ9450
 DJ9450  STATE/COUNTY-  NC/HARNETT
 DJ9450  USGS QUAD   -  FUQUAY-VARINA (1993)
 DJ9450
 DJ9450                         *CURRENT SURVEY CONTROL
 DJ9450  ___________________________________________________________________
 DJ9450* NAD 83(2007)-  35 31 45.44921(N)    078 48 46.22948(W)     ADJUSTED  
 DJ9450* NAVD 88     -       108.07   (meters)     354.6    (feet)  GPS OBS   
 DJ9450  ___________________________________________________________________
 DJ9450  EPOCH DATE  -        2002.00
 DJ9450  X           -   1,008,212.698 (meters)                     COMP
 DJ9450  Y           -  -5,097,842.536 (meters)                     COMP
 DJ9450  Z           -   3,685,857.034 (meters)                     COMP
 DJ9450  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DJ9450  ELLIP HEIGHT-          75.294 (meters)          (05/29/07) ADJUSTED
 DJ9450  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DJ9450  HORZ ORDER  -  FIRST
 DJ9450  ELLP ORDER  -  FOURTH    CLASS II
 DJ9450
 DJ9450.The horizontal coordinates were established by GPS observations
 DJ9450.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9450
 DJ9450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9450.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9450.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9450.The epoch date for horizontal control is a decimal equivalence
 DJ9450.of Year/Month/Day.
 DJ9450
 DJ9450.The orthometric height was determined by GPS observations and a
 DJ9450.high-resolution geoid model.
 DJ9450.The orthometric height was determined by GPS observations and a
 DJ9450.high-resolution geoid model using precise GPS observation and
 DJ9450.processing techniques.
 DJ9450
 DJ9450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9450
 DJ9450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9450
 DJ9450.The ellipsoidal height was determined by GPS observations
 DJ9450.and is referenced to NAD 83.
 DJ9450
 DJ9450.The geoid height was determined by GEOID03.
 DJ9450
 DJ9450;                    North         East     Units Scale Factor Converg.
 DJ9450;SPC NC       -   197,393.832   626,573.854   MT  0.99988428   +0 06 28.9
 DJ9450;SPC NC       -   647,616.26  2,055,684.39   sFT  0.99988428   +0 06 28.9
 DJ9450;UTM  17      - 3,933,942.170   698,303.912   MT  1.00008462   +1 16 17.1
 DJ9450
 DJ9450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9450!SPC NC       -   0.99998818  x   0.99988428  =   0.99987246
 DJ9450!UTM  17      -   0.99998818  x   1.00008462  =   1.00007280
 DJ9450
 DJ9450:                Primary Azimuth Mark                     Grid Az
 DJ9450:SPC NC       -  RAGAN                                    176 25 51.8
 DJ9450:UTM  17      -  RAGAN                                    175 16 03.6
 DJ9450
 DJ9450|---------------------------------------------------------------------|
 DJ9450| PID    Reference Object                     Distance      Geod. Az  |
 DJ9450|                                                           dddmmss.s |
 DJ9450| EZ6677 RAGAN                               APPROX. 0.6 KM 1763220.7 |
 DJ9450|---------------------------------------------------------------------|
 DJ9450
 DJ9450                          SUPERSEDED SURVEY CONTROL
 DJ9450
 DJ9450.No superseded survey control is available for this station.
 DJ9450
 DJ9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9830433942(NAD 83)
 DJ9450_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9450_STAMPING: ACADEMY 2006
 DJ9450_MARK LOGO: NCGS  
 DJ9450_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9450+STABILITY: SURFACE MOTION
 DJ9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9450+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DJ9450
 DJ9450  HISTORY     - Date     Condition        Report By
 DJ9450  HISTORY     - 20060510 MONUMENTED       NCGS
 DJ9450  HISTORY     - 20080607 GOOD             GEOCAC
 DJ9450
 DJ9450                          STATION DESCRIPTION
 DJ9450
 DJ9450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9450'THE STATION IS LOCATED ABOUT 9.0 MI (14.48 KM) NORTH OF LILLINGTON AND
 DJ9450'4.3 MI (6.92 KM) WEST-NORTHWEST OF ANGIER.
 DJ9450' 
 DJ9450'ALONG NC 401 FOR 1.2 MI (1.93 KM) NORTH FROM SR 1441 (CHALYBEATE
 DJ9450'SPRINGS RD) TO RANDY CT-PVT, IN SOUTHWEST QUAD.
 DJ9450' 
 DJ9450'MARK IS ABOUT 3-FEET (0.9 M) HIGHER THAN US 401 AND IS FLUSH WITH THE
 DJ9450'GROUND.  LOCATED 43.0 FT (13.1 M) WEST OF THE CENTERLINE OF US 401,
 DJ9450'43.0 FT (13.1 M) SOUTH OF THE CENTERLINE OF RANDY CT, 18.9 FT (5.8 M)
 DJ9450'SOUTHWEST OF SOUTH END OF CULVERT UNDER RANDY CT, 75.1 FT (22.9 M)
 DJ9450'NORTHEAST OF THE NORTH CORNER OF BRICK BUILDING--AND 193.7 FT (59.0 M)
 DJ9450'NORTH OF A POWER POLE WITH TRANSFORMER (PO90BH), 90.3 FT (27.5 M) EAST
 DJ9450'OF SECURITY LIGHT POLE (12E879)--BOTH WITH REFERENCE TAGS.
 DJ9450
 DJ9450                          STATION RECOVERY (2008)
 DJ9450
 DJ9450'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9219 ***********************************************************************
 AH9219  DESIGNATION -  ACANARY
 AH9219  PID         -  AH9219
 AH9219  STATE/COUNTY-  NC/GRANVILLE
 AH9219  USGS QUAD   -  STEM (1987)
 AH9219
 AH9219                         *CURRENT SURVEY CONTROL
 AH9219  ___________________________________________________________________
 AH9219* NAD 83(2001)-  36 10 12.65197(N)    078 39 43.11747(W)     ADJUSTED  
 AH9219* NAVD 88     -       103.1    (meters)     338.     (feet)  VERTCON   
 AH9219  ___________________________________________________________________
 AH9219  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 AH9219  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AH9219  HORZ ORDER  -  SECOND
 AH9219
 AH9219.The horizontal coordinates were established by classical geodetic methods
 AH9219.and adjusted by the National Geodetic Survey in August 2005.
 AH9219
 AH9219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9219
 AH9219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9219
 AH9219.The geoid height was determined by GEOID03.
 AH9219
 AH9219;                    North         East     Units Scale Factor Converg.
 AH9219;SPC NC       -   268,535.481   640,012.969   MT  1.00000098   +0 11 42.3
 AH9219;SPC NC       -   881,020.16  2,099,775.88   sFT  1.00000098   +0 11 42.3
 AH9219;UTM  17      - 4,005,357.277   710,284.640   MT  1.00014488   +1 22 49.3
 AH9219
 AH9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9219!SPC NC       -   0.99998882  x   1.00000098  =   0.99998980
 AH9219!UTM  17      -   0.99998882  x   1.00014488  =   1.00013369
 AH9219
 AH9219                          SUPERSEDED SURVEY CONTROL
 AH9219
 AH9219  NAD 83(1986)-  36 10 12.65994(N)    078 39 43.12962(W) AD(       ) 2
 AH9219  NGVD 29 (05/25/99)  103.4    (m)          339.     (f) VERT ANG    3  
 AH9219
 AH9219.Superseded values are not recommended for survey control.
 AH9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9219.See file dsdata.txt to determine how the superseded data were derived.
 AH9219
 AH9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1028505357(NAD 83)
 AH9219_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9219_STAMPING: ACANARY 1984
 AH9219_MARK LOGO: NCGS  
 AH9219_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9219+STABILITY: SURFACE MOTION
 AH9219
 AH9219  HISTORY     - Date     Condition        Report By
 AH9219  HISTORY     - 1984     MONUMENTED       NCGS
 AH9219
 AH9219                          STATION DESCRIPTION
 AH9219
 AH9219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH9219'STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) NORTH-NORTHEAST OF
 AH9219'CREEDMOOR, AND 7.9 KM (4.90 MI) EAST OF BUTNER. ALONG SR 1129 FOR 1.0
 AH9219'KM (0.60 MI) EAST OF THE INTERSECTION WITH US 15 (AT HESTER), OR 1.4
 AH9219'KM (0.85 MI) WEST OF THE INTERSECTION WITH SR 1636 (MOSS-HAYES RD) AND
 AH9219'ACROSS FROM A ONE STORY BRICK HOUSE. MARK IS LEVEL WITH HIGHWAY, AND
 AH9219'RECESSED 5 INCHES BELOW GROUND SURFACE.  LOCATED 4.6 M (15.1 FT) SOUTH
 AH9219'OF THE CENTERLINE OF HIGHWAY, 15.5 M (50.9 FT) SOUTHEAST OF EAST END
 AH9219'OF CULVERT UNDER DRIVEWAY TO--L.S. RUSSELL-- HOME, 44.1 M (144.7 FT)
 AH9219'WEST OF WEST END OF CULVERT UNDER--R.L. RUSSELL-- DRIVEWAY, AND 3.7 M
 AH9219'(12.1 FT) NORTH OF BRACE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8101 ***********************************************************************
 DK8101  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8101  DESIGNATION -  ACCCESS
 DK8101  PID         -  DK8101
 DK8101  STATE/COUNTY-  NC/SWAIN
 DK8101  USGS QUAD   -  WHITTIER (1978)
 DK8101
 DK8101                         *CURRENT SURVEY CONTROL
 DK8101  ___________________________________________________________________
 DK8101* NAD 83(2007)-  35 27 47.89989(N)    083 19 10.79157(W)     ADJUSTED  
 DK8101* NAVD 88     -       590.60   (meters)    1937.7    (feet)  GPS OBS   
 DK8101  ___________________________________________________________________
 DK8101  EPOCH DATE  -        2002.00
 DK8101  X           -     605,058.628 (meters)                     COMP
 DK8101  Y           -  -5,165,918.943 (meters)                     COMP
 DK8101  Z           -   3,680,178.798 (meters)                     COMP
 DK8101  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DK8101  ELLIP HEIGHT-         561.942 (meters)          (01/21/09) ADJUSTED
 DK8101  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DK8101  HORZ ORDER  -  FIRST
 DK8101  ELLP ORDER  -  FOURTH    CLASS II
 DK8101
 DK8101.The horizontal coordinates were established by GPS observations
 DK8101.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8101
 DK8101.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8101.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8101.The horizontal coordinates are valid at the epoch date displayed above.
 DK8101.The epoch date for horizontal control is a decimal equivalence
 DK8101.of Year/Month/Day.
 DK8101
 DK8101.The orthometric height was determined by GPS observations and a
 DK8101.high-resolution geoid model.
 DK8101.The orthometric height was determined by GPS observations and a
 DK8101.high-resolution geoid model using precise GPS observation and
 DK8101.processing techniques.
 DK8101
 DK8101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8101
 DK8101.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8101
 DK8101.The ellipsoidal height was determined by GPS observations
 DK8101.and is referenced to NAD 83.
 DK8101
 DK8101.The geoid height was determined by GEOID03.
 DK8101
 DK8101;                    North         East     Units Scale Factor Converg.
 DK8101;SPC NC       -   198,586.142   217,673.550   MT  0.99987938   -2 29 35.5
 DK8101;SPC NC       -   651,528.03    714,150.64   sFT  0.99987938   -2 29 35.5
 DK8101;UTM  17      - 3,926,896.782   289,507.867   MT  1.00014604   -1 20 46.8
 DK8101
 DK8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8101!SPC NC       -   0.99991181  x   0.99987938  =   0.99979120
 DK8101!UTM  17      -   0.99991181  x   1.00014604  =   1.00005783
 DK8101
 DK8101:                Primary Azimuth Mark                     Grid Az
 DK8101:SPC NC       -  ENTRANCE                                 123 31 51.0
 DK8101:UTM  17      -  ENTRANCE                                 122 23 02.3
 DK8101
 DK8101|---------------------------------------------------------------------|
 DK8101| PID    Reference Object                     Distance      Geod. Az  |
 DK8101|                                                           dddmmss.s |
 DK8101| DK8025 ENTRANCE                            494.984 METERS 1210215.5 |
 DK8101|---------------------------------------------------------------------|
 DK8101
 DK8101                          SUPERSEDED SURVEY CONTROL
 DK8101
 DK8101.No superseded survey control is available for this station.
 DK8101
 DK8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8950826897(NAD 83)
 DK8101_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8101_STAMPING: ACCESS
 DK8101_MARK LOGO: NCGS  
 DK8101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8101+STABILITY: SURFACE MOTION
 DK8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8101+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8101
 DK8101  HISTORY     - Date     Condition        Report By
 DK8101  HISTORY     - 2003     MONUMENTED       NCGS
 DK8101
 DK8101                          STATION DESCRIPTION
 DK8101
 DK8101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8101'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF SYLVA, 7.5 MI
 DK8101'(12.0 KM) EAST-NORTHEAST OF BRYSON CITY AND 0.9 MI (1.4 KM)
 DK8101'SOUTH-SOUTHWEST OF CHEROKEE.
 DK8101' 
 DK8101'PROCEED ALONG US 441 FOR 1.0 MI (1.6 KM) SOUTHEAST FROM US 19 (IN
 DK8101'CHEROKEE), TO MARK SET IN THE WEST SHOULDER OF THE ROAD, AT THE SWAIN
 DK8101'COUNTY AND JACKSON COUNTY LINE.
 DK8101' 
 DK8101'MARK IS ABOUT LEVEL WITH US 441 AND RECESSED 2 INCHES.  LOCATED 25.0
 DK8101'FT (7.6 M) SOUTHWEST OF SOUTHBOUND LANE OF US 441, 103.6 FT (31.6 M)
 DK8101'SOUTHEAST OF FIRE HYDRANT, 234.5 FT (71.5 M) NORTHWEST OF THE
 DK8101'CENTERLINE INTERSECTION OF SOUTHBOUND LANES OF US 441 AND SR 1563 (TEE
 DK8101'PEE RD) AND 33.0 FT (10.1 M) NORTHEAST OF THE TOP OF EAST BANK OF SOCO
 DK8101'CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1124 ***********************************************************************
 FA1124  DESIGNATION -  ACCESS
 FA1124  PID         -  FA1124
 FA1124  STATE/COUNTY-  NC/STANLY
 FA1124  USGS QUAD   -  BADIN (1994)
 FA1124
 FA1124                         *CURRENT SURVEY CONTROL
 FA1124  ___________________________________________________________________
 FA1124* NAD 83(2001)-  35 24 47.59148(N)    080 06 55.83716(W)     ADJUSTED  
 FA1124* NAVD 88     -       157.151  (meters)     515.59   (feet)  ADJUSTED  
 FA1124  ___________________________________________________________________
 FA1124  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 FA1124  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA1124  DYNAMIC HT  -         157.014 (meters)     515.14  (feet)  COMP
 FA1124  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 FA1124
 FA1124  HORZ ORDER  -  SECOND
 FA1124  VERT ORDER  -  SECOND    CLASS II
 FA1124
 FA1124.The horizontal coordinates were established by classical geodetic methods
 FA1124.and adjusted by the National Geodetic Survey in August 2005.
 FA1124
 FA1124.The orthometric height was determined by differential leveling
 FA1124.and adjusted in June 1991.
 FA1124
 FA1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1124
 FA1124.The geoid height was determined by GEOID03.
 FA1124
 FA1124.The dynamic height is computed by dividing the NAVD 88
 FA1124.geopotential number by the normal gravity value computed on the
 FA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1124.degrees latitude (g = 980.6199 gals.).
 FA1124
 FA1124.The modeled gravity was interpolated from observed gravity values.
 FA1124
 FA1124;                    North         East     Units Scale Factor Converg.
 FA1124;SPC NC       -   185,070.510   508,297.548   MT  0.99987655   -0 38 37.8
 FA1124;SPC NC       -   607,185.50  1,667,639.54   sFT  0.99987655   -0 38 37.8
 FA1124;UTM  17      - 3,919,228.336   580,304.353   MT  0.99967947   +0 30 45.2
 FA1124
 FA1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1124!SPC NC       -   0.99998009  x   0.99987655  =   0.99985665
 FA1124!UTM  17      -   0.99998009  x   0.99967947  =   0.99965957
 FA1124
 FA1124                          SUPERSEDED SURVEY CONTROL
 FA1124
 FA1124  NAD 83(1986)-  35 24 47.60002(N)    080 06 55.84431(W) AD(       ) 2
 FA1124  NAD 27      -  35 24 47.09086(N)    080 06 56.65411(W) AD(       ) 2
 FA1124  NGVD 29 (??/??/92)  157.416  (m)          516.46   (f) ADJ UNCH    2 2
 FA1124
 FA1124.Superseded values are not recommended for survey control.
 FA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1124.See file dsdata.txt to determine how the superseded data were derived.
 FA1124
 FA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8030419228(NAD 83)
 FA1124_MARKER: DD = SURVEY DISK
 FA1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1124_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1124_STAMPING: ACCESS 1974
 FA1124
 FA1124  HISTORY     - Date     Condition        Report By
 FA1124  HISTORY     - UNK      MONUMENTED
 FA1124  HISTORY     - 1974     GOOD             NCGS
 FA1124
 FA1124                          STATION DESCRIPTION
 FA1124
 FA1124'DESCRIBED UNK
 FA1124'IN BADIN.
 FA1124'ACCESS IS LOCATED 6.3 MILES NE OF ALBEMARLE.  TO REACH STATION FROM
 FA1124'THE INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER OF BADIN,
 FA1124'PROCEED NORTH ALONG NC 740 FOR 0.5 MILE TO STATION ON THE RIGHT AT THE
 FA1124'BADIN ACCESS AREA, AND APPROXIMATELY 100 FEET NORTH OF INTERSECTION
 FA1124'WITH SR 1565.  41.4 FT. ENE OF C/L OF NC 740, 109.0 FT. NNW OF C/L OF
 FA1124'SR 1565 (NORTHERNMOST ACCESS ENTRANCE), 44.7 FT. SE OF CENTER OF X
 FA1124'PAINTING ON HIGHWAY FOR RR CROSSING, 78.6 FT. ENE OF PP WITH ALUMINUM
 FA1124'REF. TAG, 75.8 FT. SSE OF 15 IN. PINE WITH ALUMINUM REF. TAG, 12.1 FT.
 FA1124'WSW OF 12 IN. PINE WITH ALUMINUM REF. TAG, AND 50.6 FT. NW OF 12 IN.
 FA1124'SYCAMORE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 FA1124'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FA1124
 FA1124                          STATION RECOVERY (1974)
 FA1124
 FA1124'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1124'ACCESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1124'THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1124'
 FA1124'ACCESS IS LOCATED IN NORTH SECTION OF BADIN, AND 6.3 MILES NE
 FA1124'OF ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION OF SR 1719
 FA1124'WITH NC 740 IN THE CENTER OF BADIN, PROCEED NORTH ALONG NC 740 FOR
 FA1124'0.5 MILE TO STATION ON THE RIGHT AT THE BADIN ACCESS AREA.  AND
 FA1124'APPROXIMATELY 100 FEET NORTH OF INTERSECTION WITH SR 1565.
 FA1124'
 FA1124'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1124'ACCESS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1124'WHICH IS FLUSH WITH THE GROUND.
 FA1124'
 FA1124'MARK IS 41.4 FT ENE OF C/L OF NC 740
 FA1124'
 FA1124'109.0 FT NNW OF C/L OF SR 1565 (NORTHERNMOST ACCESS ENTRANCE)
 FA1124'
 FA1124'44.7 FT SE OF CENTER OF X PAINTING ON HIGHWAY FOR RR CROSSING
 FA1124'
 FA1124'78.6 FT ENE OF PP WITH ALUMINUM REF. TAG
 FA1124'
 FA1124'75.8 FT SSE OF 15 IN PINE WITH ALUMINUM REF. TAG
 FA1124'
 FA1124'12.1 FT WSW OF 12 IN PINE WITH ALUMINUM REF. TAG
 FA1124'
 FA1124'50.6 FT NW OF 12 IN SYCAMORE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2964 ***********************************************************************
 EB2964  DESIGNATION -  ACCESS
 EB2964  PID         -  EB2964
 EB2964  STATE/COUNTY-  NC/RICHMOND
 EB2964  USGS QUAD   -  ROCKINGHAM (1982)
 EB2964
 EB2964                         *CURRENT SURVEY CONTROL
 EB2964  ___________________________________________________________________
 EB2964* NAD 83(2001)-  34 55 30.40788(N)    079 45 15.97153(W)     ADJUSTED  
 EB2964* NAVD 88     -        97.1    (meters)     319.     (feet)  VERTCON   
 EB2964  ___________________________________________________________________
 EB2964  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 EB2964  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 EB2964  HORZ ORDER  -  SECOND
 EB2964
 EB2964.The horizontal coordinates were established by classical geodetic methods
 EB2964.and adjusted by the National Geodetic Survey in August 2005.
 EB2964
 EB2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2964
 EB2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2964
 EB2964.The geoid height was determined by GEOID03.
 EB2964
 EB2964;                    North         East     Units Scale Factor Converg.
 EB2964;SPC NC       -   130,617.580   540,675.735   MT  0.99988875   -0 26 07.6
 EB2964;SPC NC       -   428,534.51  1,773,866.97   sFT  0.99988875   -0 26 07.6
 EB2964;UTM  17      - 3,865,446.488   613,766.294   MT  0.99975952   +0 42 47.4
 EB2964
 EB2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2964!SPC NC       -   0.99998966  x   0.99988875  =   0.99987841
 EB2964!UTM  17      -   0.99998966  x   0.99975952  =   0.99974918
 EB2964
 EB2964:                Primary Azimuth Mark                     Grid Az
 EB2964:SPC NC       -  GLENWOOD                                 045 46 19.9
 EB2964:UTM  17      -  GLENWOOD                                 044 37 24.9
 EB2964
 EB2964|---------------------------------------------------------------------|
 EB2964| PID    Reference Object                     Distance      Geod. Az  |
 EB2964|                                                           dddmmss.s |
 EB2964| EB2972 GLENWOOD                            459.933 METERS 0452012.3 |
 EB2964| EB2896 ROCKINGHAM CABLEVISION TOWER        APPROX. 2.0 KM 0901836.3 |
 EB2964| EB2884 ROCKINGHAM RAD STA WAYN TOWER       APPROX. 0.8 KM 1031344.8 |
 EB2964|---------------------------------------------------------------------|
 EB2964
 EB2964                          SUPERSEDED SURVEY CONTROL
 EB2964
 EB2964  NAD 83(1986)-  34 55 30.41296(N)    079 45 15.97988(W) AD(       ) 2
 EB2964  NAD 27      -  34 55 29.85536(N)    079 45 16.78223(W) AD(       ) 2
 EB2964  NGVD 29 (07/19/86)   97.4    (m)          320.     (f) VERT ANG    3  
 EB2964
 EB2964.Superseded values are not recommended for survey control.
 EB2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2964.See file dsdata.txt to determine how the superseded data were derived.
 EB2964
 EB2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1376665446(NAD 83)
 EB2964_MARKER: DE = TRAVERSE STATION DISK
 EB2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2964_STAMPING: ACCESS 1970
 EB2964_MARK LOGO: NCGS  
 EB2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2964+STABILITY: SURFACE MOTION
 EB2964
 EB2964  HISTORY     - Date     Condition        Report By
 EB2964  HISTORY     - 1970     MONUMENTED       NCGS
 EB2964
 EB2964                          STATION DESCRIPTION
 EB2964
 EB2964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2964'ACCESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2964'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2964'
 EB2964'ACCESS IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF ROCKINGHAM.
 EB2964'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND US 74 IN
 EB2964'ROCKINGHAM, GO SOUTHEAST ON US 74 FOR 1.05 MILE TO WALNUT LANE AND
 EB2964'CHURCH OF CHRIST ON LEFT, TURN LEFT ON WALNUT LANE AND PROCEED
 EB2964'APPROXIMATELY 100 FEET TO INTERSECTION OF WALNUT LANE AND WILD
 EB2964'CHERRY AVE., TURN RIGHT ON WILD CHERRY AVE. AND PROCEED 0.1 MILE TO
 EB2964'TOP OF HILL AND STATION ON RIGHT, AT INTERSECTION OF WILD CHERRY
 EB2964'AVE. AND ACCESS STREET.
 EB2964'
 EB2964'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ACCESS
 EB2964'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2964'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2964'
 EB2964'MARK IS
 EB2964'
 EB2964'28.8 FEET SSW OF C/L OF INTERSECTION OF WILD CHERRY AVE. AND ACCESS
 EB2964'STREET.
 EB2964'12.4 FEET E OF ALUMINUM REF. TAG ON TP.
 EB2964'18.4 FEET WSW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 EB2964'98.9 FEET SE OF ALUMINUM REF. TAG ON PP.
 EB2964'39.7 FEET SSW OF WHITE CONCRETE STREET MARKER POST.
 EB2964'4.1 FEET S OF FOURTH GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2065 ***********************************************************************
 EA2065  DESIGNATION -  ACCESS
 EA2065  PID         -  EA2065
 EA2065  STATE/COUNTY-  NC/CRAVEN
 EA2065  USGS QUAD   -  HAVELOCK (1994)
 EA2065
 EA2065                         *CURRENT SURVEY CONTROL
 EA2065  ___________________________________________________________________
 EA2065* NAD 83(2001)-  34 55 37.68607(N)    076 56 52.60511(W)     ADJUSTED  
 EA2065* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 EA2065  ___________________________________________________________________
 EA2065  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EA2065  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA2065  HORZ ORDER  -  SECOND
 EA2065
 EA2065.The horizontal coordinates were established by classical geodetic methods
 EA2065.and adjusted by the National Geodetic Survey in August 2005.
 EA2065
 EA2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2065
 EA2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2065
 EA2065.The geoid height was determined by GEOID03.
 EA2065
 EA2065;                    North         East     Units Scale Factor Converg.
 EA2065;SPC NC       -   132,517.530   797,061.147   MT  0.99988855   +1 11 03.8
 EA2065;SPC NC       -   434,767.93  2,615,024.78   sFT  0.99988855   +1 11 03.8
 EA2065;UTM  18      - 3,866,694.695   322,077.383   MT  0.99999017   -1 06 56.0
 EA2065
 EA2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2065!SPC NC       -   1.00000451  x   0.99988855  =   0.99989306
 EA2065!UTM  18      -   1.00000451  x   0.99999017  =   0.99999468
 EA2065
 EA2065:                Primary Azimuth Mark                     Grid Az
 EA2065:SPC NC       -  GROVE                                    351 29 40.2
 EA2065:UTM  18      -  GROVE                                    353 47 40.0
 EA2065
 EA2065|---------------------------------------------------------------------|
 EA2065| PID    Reference Object                     Distance      Geod. Az  |
 EA2065|                                                           dddmmss.s |
 EA2065| EA2104 GROVE                               APPROX. 1.1 KM 3524044.0 |
 EA2065|---------------------------------------------------------------------|
 EA2065
 EA2065                          SUPERSEDED SURVEY CONTROL
 EA2065
 EA2065  NAD 83(1986)-  34 55 37.69834(N)    076 56 52.61003(W) AD(       ) 2
 EA2065  NAD 27      -  34 55 37.12132(N)    076 56 53.81381(W) AD(       ) 2
 EA2065  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG    3  
 EA2065
 EA2065.Superseded values are not recommended for survey control.
 EA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2065.See file dsdata.txt to determine how the superseded data were derived.
 EA2065
 EA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2207766695(NAD 83)
 EA2065_MARKER: DE = TRAVERSE STATION DISK
 EA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2065_STAMPING: ACCESS 1968
 EA2065_MARK LOGO: NCGS  
 EA2065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2065+STABILITY: SURFACE MOTION
 EA2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2065+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 EA2065
 EA2065  HISTORY     - Date     Condition        Report By
 EA2065  HISTORY     - 1968     MONUMENTED       NCGS
 EA2065  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EA2065  HISTORY     - 20010530 GOOD             NCGS
 EA2065
 EA2065                          STATION DESCRIPTION
 EA2065
 EA2065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2065'ACCESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2065'IN THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA2065'
 EA2065'ACCESS IS LOCATED APPROXIMATELY 4.2 MILES NORTHWEST OF
 EA2065'HAVELOCK.  STATION IS AT THE INTERSECTION OF SR 1759 WITH
 EA2065'U.S. 70 IN PINE GROVE IN NORTHWEST QUADRANT OF INTERSECTION OF
 EA2065'SR 1759 WITH U.S. 70 SOUTH BOUND LANE AND IN LINE WITH
 EA2065'INTERSECTION OF SR 1771 WITH SR 1759.
 EA2065'
 EA2065'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2065'ACCESS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA2065'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA2065'
 EA2065'MARK IS
 EA2065'
 EA2065'70.5 FT W OF C/L OF U.S. 70.
 EA2065'
 EA2065'32.2 FT NW OF C/L OF INTERSECTION OF SR 1771 AND SR 1759.
 EA2065'
 EA2065'46.0 FT W OF 4X4 POST WITH ONE WAY SIGN ON THE W SHOULDER OF
 EA2065'U.S. 70 S BOUND LANE, AND WITH ALUMINUM REF. TAG.
 EA2065'
 EA2065'65.8 FT NW OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1759,
 EA2065'AND WITH ALUMINUM REF. TAG.
 EA2065'
 EA2065'12.8 FT N OF 4X4 POST WITH SR 1771 SIGN ON N SIDE OF SR 1759,
 EA2065'AND WITH ALUMINUM REF. TAG.
 EA2065'
 EA2065'36.2 FT SE OF PP WITH ALUMINUM REF. TAG AT S END OF PINE TREE
 EA2065'LINE ON N SIDE OF SR 1759.
 EA2065
 EA2065                          STATION RECOVERY (1986)
 EA2065
 EA2065'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEH)
 EA2065'MARK NOT FOUND.
 EA2065
 EA2065                          STATION RECOVERY (2001)
 EA2065
 EA2065'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA2065'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EA2065'ADDITIONS.
 EA2065'MARK IS RECESSED 5 INCHES BELOW THE GROUND IN GRAVEL DRIVE LEADING
 EA2065'NORTH. LOCATED 70.5 FT (21.5 M) WEST OF CENTERLINE OF US 70 SOUTH
 EA2065'BOUND LANES, 32.2 FT (9.8 M) NORTH OF THE CENTERLINE OF INTERSECTION
 EA2065'OF SR 1771 AND SR 1760 (HICKMAN HILL LOOP RD), 31.0 FT (9.4 M)
 EA2065'SOUTHWEST OF A SIGNAL POST AND 34.2 FT (10.4 M) SOUTHEAST OF A POWER
 EA2065'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4204 ***********************************************************************
 EY4204  DESIGNATION -  ACCESS
 EY4204  PID         -  EY4204
 EY4204  STATE/COUNTY-  NC/PITT
 EY4204  USGS QUAD   -  GREENVILLE NW (1982)
 EY4204
 EY4204                         *CURRENT SURVEY CONTROL
 EY4204  ___________________________________________________________________
 EY4204* NAD 83(2001)-  35 41 44.96463(N)    077 29 26.36408(W)     ADJUSTED  
 EY4204* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 EY4204  ___________________________________________________________________
 EY4204  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EY4204  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EY4204  HORZ ORDER  -  SECOND
 EY4204  VERT ORDER  -  THIRD ? (See Below)
 EY4204
 EY4204.The horizontal coordinates were established by classical geodetic methods
 EY4204.and adjusted by the National Geodetic Survey in August 2005.
 EY4204
 EY4204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4204.The vertical order pertains to the NGVD 29 superseded value.
 EY4204
 EY4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4204
 EY4204.The geoid height was determined by GEOID03.
 EY4204
 EY4204;                    North         East     Units Scale Factor Converg.
 EY4204;SPC NC       -   216,891.293   746,191.282   MT  0.99990254   +0 52 16.1
 EY4204;SPC NC       -   711,584.18  2,448,129.23   sFT  0.99990254   +0 52 16.1
 EY4204;UTM  18      - 3,953,070.749   274,641.334   MT  1.00022587   -1 27 13.9
 EY4204
 EY4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4204!SPC NC       -   1.00000397  x   0.99990254  =   0.99990651
 EY4204!UTM  18      -   1.00000397  x   1.00022587  =   1.00022984
 EY4204
 EY4204                          SUPERSEDED SURVEY CONTROL
 EY4204
 EY4204  NAD 83(1986)-  35 41 44.97498(N)    077 29 26.37256(W) AD(       ) 2
 EY4204  NGVD 29 (10/26/90)   10.67   (m)           35.0    (f) LEVELING    3  
 EY4204
 EY4204.Superseded values are not recommended for survey control.
 EY4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4204.See file dsdata.txt to determine how the superseded data were derived.
 EY4204
 EY4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7464153071(NAD 83)
 EY4204_MARKER: DE = TRAVERSE STATION DISK
 EY4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4204_STAMPING: ACCESS 1979
 EY4204_MARK LOGO: NCGS  
 EY4204_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4204+STABILITY: SURFACE MOTION
 EY4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4204+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 EY4204
 EY4204  HISTORY     - Date     Condition        Report By
 EY4204  HISTORY     - 1979     MONUMENTED       NCGS
 EY4204  HISTORY     - 1986     GOOD             USPSQD
 EY4204  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EY4204  HISTORY     - 19990428 GOOD             NCGS
 EY4204  HISTORY     - 20060204 GOOD             USPSQD
 EY4204
 EY4204                          STATION DESCRIPTION
 EY4204
 EY4204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4204'STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST OF FAULKLAND AND 8.6
 EY4204'MILES NORTHWEST OF GREENVILLE ALONG THE TAR RIVER AT THE WEST END
 EY4204'OF THE NC 222 BRIDGE.
 EY4204'
 EY4204'STATION MARK IS A STANDARD DISK STAMPED---ACCESS 1979---, SET IN TOP
 EY4204'OF A 10 INCH CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND
 EY4204'SURFACE. MARK IS 16.0 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC 222,
 EY4204'10.7 FEET WEST-SOUTHWEST OF SOUTH END OF WHEEL GUARD 18.1 FEET
 EY4204'WEST-SOUTHWEST OF WEST END OF SOUTH BRIDGE RAIL AND 16.0 FEET
 EY4204'NORTH OF POWER POLE WITH REFERENCE TAG.
 EY4204
 EY4204                          STATION RECOVERY (1986)
 EY4204
 EY4204'RECOVERY NOTE BY US POWER SQUADRON 1986 (DB)
 EY4204'RECOVERED IN GOOD CONDITION.
 EY4204
 EY4204                          STATION RECOVERY (1989)
 EY4204
 EY4204'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY4204'MARK NOT FOUND.
 EY4204
 EY4204                          STATION RECOVERY (1999)
 EY4204
 EY4204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY4204'RECOVERED AS DESCRIBED.
 EY4204
 EY4204                          STATION RECOVERY (2006)
 EY4204
 EY4204'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY4204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2661 ***********************************************************************
 AH2661  DESIGNATION -  ACCESS
 AH2661  PID         -  AH2661
 AH2661  STATE/COUNTY-  NC/CATAWBA
 AH2661  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2661
 AH2661                         *CURRENT SURVEY CONTROL
 AH2661  ___________________________________________________________________
 AH2661* NAD 83(2001)-  35 33 00.16596(N)    080 58 34.28904(W)     ADJUSTED  
 AH2661* NAVD 88     -       232.6    (meters)     763.     (feet)  VERTCON   
 AH2661  ___________________________________________________________________
 AH2661  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AH2661  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AH2661  HORZ ORDER  -  SECOND
 AH2661
 AH2661.The horizontal coordinates were established by classical geodetic methods
 AH2661.and adjusted by the National Geodetic Survey in August 2005.
 AH2661
 AH2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2661
 AH2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2661
 AH2661.The geoid height was determined by GEOID03.
 AH2661
 AH2661;                    North         East     Units Scale Factor Converg.
 AH2661;SPC NC       -   201,463.605   430,446.102   MT  0.99988610   -1 08 26.2
 AH2661;SPC NC       -   660,968.51  1,412,221.92   sFT  0.99988610   -1 08 26.2
 AH2661;UTM  17      - 3,934,044.122   502,157.936   MT  0.99960006   +0 00 49.8
 AH2661
 AH2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2661!SPC NC       -   0.99996843  x   0.99988610  =   0.99985453
 AH2661!UTM  17      -   0.99996843  x   0.99960006  =   0.99956850
 AH2661
 AH2661                          SUPERSEDED SURVEY CONTROL
 AH2661
 AH2661  NAD 83(1986)-  35 33 00.17873(N)    080 58 34.29509(W) AD(       ) 2
 AH2661  NGVD 29 (08/11/98)  232.8    (m)          764.     (f) VERT ANG    3  
 AH2661
 AH2661.Superseded values are not recommended for survey control.
 AH2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2661.See file dsdata.txt to determine how the superseded data were derived.
 AH2661
 AH2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0215834044(NAD 83)
 AH2661_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2661_STAMPING: ACCESS 1986
 AH2661_MARK LOGO: NCGS  
 AH2661_PROJECTION: FLUSH
 AH2661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2661+STABILITY: SURFACE MOTION
 AH2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2661+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1997
 AH2661
 AH2661  HISTORY     - Date     Condition        Report By
 AH2661  HISTORY     - 1986     MONUMENTED       NCGS
 AH2661  HISTORY     - 19971217 SEE DESCRIPTION  NCGS
 AH2661  HISTORY     - 20000325 POOR             USPSQD
 AH2661
 AH2661                          STATION DESCRIPTION
 AH2661
 AH2661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2661'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTH OF TERRELL, AND 5.3 KM
 AH2661'(3.3 MI) EAST-NORTHEAST OF DENVER. PROCEED ALONG NC 150 FOR 1.6 KM
 AH2661'(1.0 MI) WEST FROM THE POST OFFICE (IN TERRELL), THENCE ALONG SR 1844
 AH2661'FOR 3.3 KM (2.1 MI) SOUTH, THENCE ALONG SR 1899 (KEISTLER STORE RD)
 AH2661'FOR 0.6 KM (0.4 MI) EAST, THENCE ALONG SR 1845 (MOUNTAIN SHORE LANE)
 AH2661'FOR 1.1 KM (0.7 MI) NORTHEAST, THENCE ALONG SR 2643 (PENINSULA LANE)
 AH2661'FOR 0.1 KM (0.1 MI) NORTH, TO STATION IN THE SHOULDER OF THE ROAD, AT
 AH2661'THE MOUNTAIN SHORES SUBDIVISION BOAT PIER ACCESS AREA. MARK IS ABOUT
 AH2661'LEVEL WITH ROAD AND IS RECESSED 3 INCHES BELOW GROUND. LOCATED 3.96 M
 AH2661'(12.99 FT) NORTH-NORTHEAST OF THE CENTERLINE OF SR 2643, 14.26 M
 AH2661'(46.78 FT) NORTH-NORTHWEST OF THE WEST END OF HOUSE NO 8193 DRIVEWAY
 AH2661'CULVERT, 16.58 M (54.40 FT) WEST-NORTHWEST OF THE SOUTH END OF A CHAIN
 AH2661'LINK FENCE, 13.04 M (42.78 FT) EAST-SOUTHEAST OF TELEPHONE PEDESTAL
 AH2661'NUMBER L 1, AND 28.83 M (94.59 FT) SOUTHWEST OF THE SOUTH END OF THE
 AH2661'BOAT PIER.
 AH2661
 AH2661                          STATION RECOVERY (1997)
 AH2661
 AH2661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2661'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AH2661'DISK BROKEN OFF FLUSH WITH TOP OF MONUMENT, STEM REMAINS INTACT.
 AH2661
 AH2661                          STATION RECOVERY (2000)
 AH2661
 AH2661'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2661'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0847 ***********************************************************************
 AI0847  DESIGNATION -  ACCESS
 AI0847  PID         -  AI0847
 AI0847  STATE/COUNTY-  NC/ONSLOW
 AI0847  USGS QUAD   -  SPICER BAY (1971)
 AI0847
 AI0847                         *CURRENT SURVEY CONTROL
 AI0847  ___________________________________________________________________
 AI0847* NAD 83(2007)-  34 29 47.69910(N)    077 25 40.17084(W)     ADJUSTED  
 AI0847* NAVD 88     -         9.18   (meters)      30.1    (feet)  LEVELING  
 AI0847  ___________________________________________________________________
 AI0847  EPOCH DATE  -        2002.00
 AI0847  X           -   1,145,426.796 (meters)                     COMP
 AI0847  Y           -  -5,136,059.977 (meters)                     COMP
 AI0847  Z           -   3,591,963.576 (meters)                     COMP
 AI0847  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AI0847  ELLIP HEIGHT-         -28.213 (meters)          (02/10/07) ADJUSTED
 AI0847  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0847
 AI0847  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0847  Type    PID    Designation                      North   East  Ellip
 AI0847  -------------------------------------------------------------------
 AI0847  NETWORK AI0847 ACCESS                            1.00   0.92   1.86
 AI0847  -------------------------------------------------------------------
 AI0847  VERT ORDER  -  THIRD ?
 AI0847
 AI0847.The horizontal coordinates were established by GPS observations
 AI0847.and adjusted by the National Geodetic Survey in February 2007.
 AI0847
 AI0847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0847.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0847.The horizontal coordinates are valid at the epoch date displayed above.
 AI0847.The epoch date for horizontal control is a decimal equivalence
 AI0847.of Year/Month/Day.
 AI0847
 AI0847.The orthometric height was determined by differential leveling.
 AI0847.The vertical network tie was performed by a horz. field party for horz.
 AI0847.obs reductions. Reset procedures were used to establish the elevation.
 AI0847
 AI0847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0847
 AI0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0847
 AI0847.The ellipsoidal height was determined by GPS observations
 AI0847.and is referenced to NAD 83.
 AI0847
 AI0847.The geoid height was determined by GEOID03.
 AI0847
 AI0847;                    North         East     Units Scale Factor Converg.
 AI0847;SPC NC       -    83,963.726   753,983.625   MT  0.99995879   +0 54 26.7
 AI0847;SPC NC       -   275,470.99  2,473,694.61   sFT  0.99995879   +0 54 26.7
 AI0847;UTM  18      - 3,819,894.134   277,084.562   MT  1.00021253   -1 22 32.1
 AI0847
 AI0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0847!SPC NC       -   1.00000443  x   0.99995879  =   0.99996322
 AI0847!UTM  18      -   1.00000443  x   1.00021253  =   1.00021696
 AI0847
 AI0847                          SUPERSEDED SURVEY CONTROL
 AI0847
 AI0847  NAD 83(1986)-  34 29 47.71164(N)    077 25 40.18181(W) AD(       ) 1
 AI0847  NAD 83(2001)-  34 29 47.69992(N)    077 25 40.16960(W) AD(       ) 1
 AI0847  ELLIP H (11/24/04)  -28.212  (m)                       GP(       ) 4 2
 AI0847
 AI0847.Superseded values are not recommended for survey control.
 AI0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0847.See file dsdata.txt to determine how the superseded data were derived.
 AI0847
 AI0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7708519894(NAD 83)
 AI0847_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0847_STAMPING: ACCESS 1988
 AI0847_MARK LOGO: NCGS  
 AI0847_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0847+STABILITY: SURFACE MOTION
 AI0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0847+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 AI0847
 AI0847  HISTORY     - Date     Condition        Report By
 AI0847  HISTORY     - 1988     MONUMENTED       NCGS
 AI0847  HISTORY     - 20001220 GOOD             NCGS
 AI0847  HISTORY     - 20050319 GOOD             USPSQD
 AI0847  HISTORY     - 20060717 GOOD             INDIV
 AI0847
 AI0847                          STATION DESCRIPTION
 AI0847
 AI0847'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0847'STATION IS LOCATED ABOUT 6.85 KM (4.25 MI) SOUTH-SOUTHWEST OF SNEADS
 AI0847'FERRY, AT THE SOUTH END OF THE NC 210 BRIDGE OVER THE AIWW. ALONG NC
 AI0847'210 FOR 9.35 KM (5.80 MI) SOUTH FROM NC 172. MARK IS ABOUT LEVEL WITH
 AI0847'THE HIGHWAY AND FLUSH WITH GROUND. LOCATED 7.60 M (24.93 FT)
 AI0847'WEST-SOUTHWEST OF THE CENTERLINE OF NC 210, 2.30 M (7.55 FT) SOUTHWEST
 AI0847'OF THE SOUTHWEST CORNER OF THE BRIDGE, AND 42.00 M (137.79 FT)
 AI0847'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AI0847
 AI0847                          STATION RECOVERY (2000)
 AI0847
 AI0847'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (DWE)
 AI0847'RECOVERED AS DESCRIBED.
 AI0847
 AI0847                          STATION RECOVERY (2005)
 AI0847
 AI0847'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0847'RECOVERED IN GOOD CONDITION.
 AI0847
 AI0847                          STATION RECOVERY (2006)
 AI0847
 AI0847'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HBH)
 AI0847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4285 ***********************************************************************
 FB4285  DESIGNATION -  ACE
 FB4285  PID         -  FB4285
 FB4285  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4285  USGS QUAD   -  ROSMAN (1990)
 FB4285
 FB4285                         *CURRENT SURVEY CONTROL
 FB4285  ___________________________________________________________________
 FB4285* NAD 83(2001)-  35 11 53.49833(N)    082 46 53.83096(W)     ADJUSTED  
 FB4285* NAVD 88     -       665.8    (meters)    2184.     (feet)  VERTCON   
 FB4285  ___________________________________________________________________
 FB4285  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 FB4285  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB4285  HORZ ORDER  -  SECOND
 FB4285
 FB4285.The horizontal coordinates were established by classical geodetic methods
 FB4285.and adjusted by the National Geodetic Survey in August 2005.
 FB4285
 FB4285.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4285
 FB4285.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4285
 FB4285.The geoid height was determined by GEOID03.
 FB4285
 FB4285;                    North         East     Units Scale Factor Converg.
 FB4285;SPC NC       -   167,205.908   265,345.541   MT  0.99987303   -2 10 57.5
 FB4285;SPC NC       -   548,574.72    870,554.50   sFT  0.99987303   -2 10 57.5
 FB4285;UTM  17      - 3,896,476.175   337,808.387   MT  0.99992420   -1 01 37.8
 FB4285
 FB4285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4285!SPC NC       -   0.99990021  x   0.99987303  =   0.99977325
 FB4285!UTM  17      -   0.99990021  x   0.99992420  =   0.99982442
 FB4285
 FB4285                          SUPERSEDED SURVEY CONTROL
 FB4285
 FB4285  NAD 83(1986)-  35 11 53.50432(N)    082 46 53.82850(W) AD(       ) 2
 FB4285  NGVD 29 (09/24/98)  665.8    (m)         2184.     (f) VERT ANG    3  
 FB4285
 FB4285.Superseded values are not recommended for survey control.
 FB4285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4285.See file dsdata.txt to determine how the superseded data were derived.
 FB4285
 FB4285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3780896476(NAD 83)
 FB4285_MARKER: DE = TRAVERSE STATION DISK
 FB4285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4285_SP_SET: CONCRETE POST
 FB4285_STAMPING: ACE 1984
 FB4285_MARK LOGO: NCGS  
 FB4285_PROJECTION: FLUSH
 FB4285_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4285+STABILITY: SURFACE MOTION
 FB4285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4285+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1990
 FB4285
 FB4285  HISTORY     - Date     Condition        Report By
 FB4285  HISTORY     - 1984     MONUMENTED       NCGS
 FB4285  HISTORY     - 19900221 GOOD             NCGS
 FB4285
 FB4285                          STATION DESCRIPTION
 FB4285
 FB4285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB4285'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTH-NORTHEAST OF ROSMAN
 FB4285'AND 5.6 KM (3.5 MI) SOUTHWEST OF BREVARD. ALONG US 64 FOR 0.25 KM
 FB4285'(0.16 MI) SOUTHWEST FROM THE BRIDGE OVER CATHEY CREEK (AT SELICA), TO
 FB4285'SR 1337, AT A DOT RIGHT-OF-WAY FENCE END POST. STATION IS LOCATED
 FB4285'17.86 M (58.60 FT) NORTHWEST OF THE CENTERLINE OF US 64 WEST BOUND,
 FB4285'17.77 M (58.30 FT) SOUTHWEST OF THE CENTERLINE OF SR 1337, 37.03 M
 FB4285'(121.49 FT) NORTH-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG, 1.13
 FB4285'M (3.71 FT) EAST-SOUTHEAST OF THE END POST OF A RIGHT-OF-WAY FENCE,
 FB4285'6.04 M (19.82 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE,
 FB4285'AND 13.14 M (43.11 FT) EAST-SOUTHEAST OF THE NORTHEAST END OF A
 FB4285'CONCRETE HEADWALL.  MARK IS FLUSH WITH GROUND AND 5 FEET LOWER THAN US
 FB4285'64.
 FB4285
 FB4285                          STATION RECOVERY (1990)
 FB4285
 FB4285'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7278 ***********************************************************************
 AE7278  DESIGNATION -  ACE
 AE7278  PID         -  AE7278
 AE7278  STATE/COUNTY-  NC/WAKE
 AE7278  USGS QUAD   -  BAYLEAF (1987)
 AE7278
 AE7278                         *CURRENT SURVEY CONTROL
 AE7278  ___________________________________________________________________
 AE7278* NAD 83(2001)-  35 59 19.08183(N)    078 41 32.69626(W)     ADJUSTED  
 AE7278* NAVD 88     -       127.1    (meters)     417.     (feet)  VERTCON   
 AE7278  ___________________________________________________________________
 AE7278  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 AE7278  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AE7278  HORZ ORDER  -  SECOND
 AE7278
 AE7278.The horizontal coordinates were established by classical geodetic methods
 AE7278.and adjusted by the National Geodetic Survey in August 2005.
 AE7278
 AE7278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7278
 AE7278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7278
 AE7278.The geoid height was determined by GEOID03.
 AE7278
 AE7278;                    North         East     Units Scale Factor Converg.
 AE7278;SPC NC       -   248,382.561   637,336.853   MT  0.99995517   +0 10 39.1
 AE7278;SPC NC       -   814,901.79  2,090,995.99   sFT  0.99995517   +0 10 39.1
 AE7278;UTM  17      - 3,985,150.168   708,024.485   MT  1.00013325   +1 21 23.3
 AE7278
 AE7278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7278!SPC NC       -   0.99998510  x   0.99995517  =   0.99994027
 AE7278!UTM  17      -   0.99998510  x   1.00013325  =   1.00011835
 AE7278
 AE7278                          SUPERSEDED SURVEY CONTROL
 AE7278
 AE7278  NAD 83(1986)-  35 59 19.08549(N)    078 41 32.70386(W) AD(       ) 2
 AE7278  NGVD 29 (03/10/98)  127.3    (m)          418.     (f) VERT ANG    3  
 AE7278
 AE7278.Superseded values are not recommended for survey control.
 AE7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7278.See file dsdata.txt to determine how the superseded data were derived.
 AE7278
 AE7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0802485150(NAD 83)
 AE7278_MARKER: DE = TRAVERSE STATION DISK
 AE7278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7278_STAMPING: ACE 1985
 AE7278_MARK LOGO: NCGS  
 AE7278_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7278+STABILITY: SURFACE MOTION
 AE7278
 AE7278  HISTORY     - Date     Condition        Report By
 AE7278  HISTORY     - 1985     MONUMENTED       NCGS
 AE7278
 AE7278                          STATION DESCRIPTION
 AE7278
 AE7278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AE7278'STATION IS LOCATED ABOUT 16.4 KM (10.20 MI) WEST OF WAKE FOREST. ALONG
 AE7278'NC 98 FOR 0.6 KM (0.35 MI) WEST FROM THE NC 50 UNDERPASS, IN THE NORTH
 AE7278'SHOULDER ON PROLONGATION OF THE WEST SIDE OF GOLDSTON LUMBER COMPANYS
 AE7278'ACE HARDWARE STORE. MARK IS RECESSED 1 INCH BELOW GROUND AND ABOUT
 AE7278'LEVEL WITH THE HIGHWAY. LOCATED 9.3 M (30.5 FT) NORTH-NORTHEAST
 AE7278'CENTERLINE OF THE HIGHWAY, 33.2 M (108.9 FT) SOUTH OF THE SOUTHWEST
 AE7278'CORNER OF THE STORE COLUMN, 43.0 M (141.1 FT) WEST-NORTHWEST OF THE
 AE7278'CENTERLINE OF THE STORE DRIVEWAY, 18.4 M (60.4 FT) WEST-SOUTHWEST OF
 AE7278'THE BASE OF A SIGN, AND 23.1 M (75.8 FT) SOUTHEAST OF THE SOUTH END OF
 AE7278'A PRIVACY FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5472 ***********************************************************************
 AH5472  DESIGNATION -  ACE
 AH5472  PID         -  AH5472
 AH5472  STATE/COUNTY-  NC/CUMBERLAND
 AH5472  USGS QUAD   -  CEDAR CREEK (1986)
 AH5472
 AH5472                         *CURRENT SURVEY CONTROL
 AH5472  ___________________________________________________________________
 AH5472* NAD 83(2001)-  34 57 35.81512(N)    078 50 40.12813(W)     ADJUSTED  
 AH5472* NAVD 88     -        26.1    (meters)      86.     (feet)  VERTCON   
 AH5472  ___________________________________________________________________
 AH5472  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AH5472  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AH5472  HORZ ORDER  -  SECOND
 AH5472
 AH5472.The horizontal coordinates were established by classical geodetic methods
 AH5472.and adjusted by the National Geodetic Survey in August 2005.
 AH5472
 AH5472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5472
 AH5472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5472
 AH5472.The geoid height was determined by GEOID03.
 AH5472
 AH5472;                    North         East     Units Scale Factor Converg.
 AH5472;SPC NC       -   134,230.972   623,803.635   MT  0.99988549   +0 05 23.1
 AH5472;SPC NC       -   440,389.45  2,046,595.76   sFT  0.99988549   +0 05 23.1
 AH5472;UTM  17      - 3,870,723.401   696,806.630   MT  1.00007739   +1 14 07.9
 AH5472
 AH5472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5472!SPC NC       -   1.00000118  x   0.99988549  =   0.99988667
 AH5472!UTM  17      -   1.00000118  x   1.00007739  =   1.00007857
 AH5472
 AH5472                          SUPERSEDED SURVEY CONTROL
 AH5472
 AH5472  NAD 83(1986)-  34 57 35.82114(N)    078 50 40.13614(W) AD(       ) 2
 AH5472  NGVD 29 (11/23/98)   26.4    (m)           87.     (f) VERT ANG    3  
 AH5472
 AH5472.Superseded values are not recommended for survey control.
 AH5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5472.See file dsdata.txt to determine how the superseded data were derived.
 AH5472
 AH5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9680770723(NAD 83)
 AH5472_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5472_STAMPING: ACE 1985
 AH5472_MARK LOGO: NCGS  
 AH5472_PROJECTION: FLUSH
 AH5472_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5472+STABILITY: SURFACE MOTION
 AH5472
 AH5472  HISTORY     - Date     Condition        Report By
 AH5472  HISTORY     - 1985     MONUMENTED       NCGS
 AH5472
 AH5472                          STATION DESCRIPTION
 AH5472
 AH5472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AH5472'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) SOUTH OF FAYETTEVILLE, AND
 AH5472'9.3 KM (5.75 MI) EAST OF HOPE MILLS. ALONG NC 87 FOR 2.2 KM (1.35 MI)
 AH5472'SOUTH FROM THE CENTER OF I-95 OVERPASSES, TO SR 2337 (OLD NC 87), OR
 AH5472'0.5 KM (0.30 MI) NORTH OF BRIDGE OVER GRAYS CREEK, IN OLD HIGHWAY BED.
 AH5472'MARK IS FLUSH WITH GROUND AND 6-FEET LOWER THAN HIGHWAY. LOCATED 36.5
 AH5472'M (119.8 FT) EAST OF CENTERLINE OF HIGHWAY, 27.1 M (88.9 FT)
 AH5472'NORTH-NORTHWEST OF SOUTH END OF CULVERT UNDER OLD ROAD BED, 46.9 M
 AH5472'(153.9 FT) SOUTH-SOUTHEAST OF NORTH END OF CULVERT UNDER OLD ROAD BED,
 AH5472'12.7 M (41.7 FT) EAST OF TELEPHONE MANHOLE COVER, 12.6 M (41.3 FT)
 AH5472'WEST-NORTHWEST OF TERMINAL POST OF RIGHT-OF-WAY FENCE WITH A REFERENCE
 AH5472'TAG, AND 12.3 M (40.4 FT) SOUTHWEST OF LINE POST OF RIGHT-OF-WAY FENCE
 AH5472'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2377 ***********************************************************************
 EB2377  DESIGNATION -  ACID
 EB2377  PID         -  EB2377
 EB2377  STATE/COUNTY-  NC/COLUMBUS
 EB2377  USGS QUAD   -  CHADBOURN (1986)
 EB2377
 EB2377                         *CURRENT SURVEY CONTROL
 EB2377  ___________________________________________________________________
 EB2377* NAD 83(2001)-  34 17 29.00802(N)    078 49 31.32728(W)     ADJUSTED  
 EB2377* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 EB2377  ___________________________________________________________________
 EB2377  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EB2377  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EB2377  HORZ ORDER  -  SECOND
 EB2377
 EB2377.The horizontal coordinates were established by classical geodetic methods
 EB2377.and adjusted by the National Geodetic Survey in August 2005.
 EB2377
 EB2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2377
 EB2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2377
 EB2377.The geoid height was determined by GEOID03.
 EB2377
 EB2377;                    North         East     Units Scale Factor Converg.
 EB2377;SPC NC       -    60,073.039   625,679.382   MT  1.00001188   +0 06 02.9
 EB2377;SPC NC       -   197,089.63  2,052,749.77   sFT  1.00001188   +0 06 02.9
 EB2377;UTM  17      - 3,796,606.214   700,151.861   MT  1.00009383   +1 13 32.2
 EB2377
 EB2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2377!SPC NC       -   1.00000014  x   1.00001188  =   1.00001202
 EB2377!UTM  17      -   1.00000014  x   1.00009383  =   1.00009397
 EB2377
 EB2377|---------------------------------------------------------------------|
 EB2377| PID    Reference Object                     Distance      Geod. Az  |
 EB2377|                                                           dddmmss.s |
 EB2377| EB2379 BATTERY                             335.529 METERS 34321     |
 EB2377|---------------------------------------------------------------------|
 EB2377
 EB2377                          SUPERSEDED SURVEY CONTROL
 EB2377
 EB2377  NAD 83(1986)-  34 17 29.00874(N)    078 49 31.33261(W) AD(       ) 2
 EB2377  NAD 27      -  34 17 28.40243(N)    078 49 32.25747(W) AD(       ) 2
 EB2377  NGVD 29 (07/19/86)   33.8    (m)          111.     (f) VERT ANG    3  
 EB2377
 EB2377.Superseded values are not recommended for survey control.
 EB2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2377.See file dsdata.txt to determine how the superseded data were derived.
 EB2377
 EB2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0015296606(NAD 83)
 EB2377_MARKER: DE = TRAVERSE STATION DISK
 EB2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2377_STAMPING: ACID 1971
 EB2377_MARK LOGO: NCGS  
 EB2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2377+STABILITY: SURFACE MOTION
 EB2377
 EB2377  HISTORY     - Date     Condition        Report By
 EB2377  HISTORY     - 1971     MONUMENTED       NCGS
 EB2377
 EB2377                          STATION DESCRIPTION
 EB2377
 EB2377'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2377'ACID IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2377'IN THE VICINITY OF CHADBOURN, NORTH CAROLINA.
 EB2377'
 EB2377'ACID IS LOCATED APPROXIMATELY 2.5 MILES SOUTH OF THE POST
 EB2377'OFFICE IN CHADBOURN.  TO REACH STATION PROCEED FROM THE
 EB2377'INTERSECTION OF NC 410 AND SR 1317.  GO SOUTH ALONG NC 410 FOR
 EB2377'0.2 MILES TO STATION ON RIGHT (W SIDE) OF HIGHWAY,
 EB2377'APPROXIMATELY 300 FEET SOUTH OF A CEMETERY ON WEST SIDE OF
 EB2377'HIGHWAY AND APPROXIMATELY 125 FEET NORTH OF A WOODEN H-FRAME
 EB2377'POWER LINE CROSSING ON NC 410.  AND 2.2 MILES NORTH OF
 EB2377'INTERSECTION OF NC 410 AND SR 1004.
 EB2377'
 EB2377'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2377'ACID 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2377'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2377'
 EB2377'MARK IS
 EB2377'
 EB2377'17.4 FT WSW OF C/L OF NC 410
 EB2377'
 EB2377'50.2 FT NE OF ALUMINUM REF. TAG ON TP 1
 EB2377'
 EB2377'124.2 FT SSW OF ALUMINUM REF. TAG ON 10 INCH HICKORY TREE
 EB2377'
 EB2377'95.7 FT WSW OF ALUMINUM REF. TAG ON TP
 EB2377'
 EB2377'49.0 FT S OF INTERSECTION OF NC 410 AND A DIRT DRIVE EAST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2784 ***********************************************************************
 FA2784  DESIGNATION -  ACME
 FA2784  PID         -  FA2784
 FA2784  STATE/COUNTY-  NC/IREDELL
 FA2784  USGS QUAD   -  STATESVILLE EAST (1993)
 FA2784
 FA2784                         *CURRENT SURVEY CONTROL
 FA2784  ___________________________________________________________________
 FA2784* NAD 83(2001)-  35 45 54.83212(N)    080 50 49.52994(W)     ADJUSTED  
 FA2784* NAVD 88     -       276.2    (meters)     906.     (feet)  VERTCON   
 FA2784  ___________________________________________________________________
 FA2784  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 FA2784  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FA2784  HORZ ORDER  -  SECOND
 FA2784
 FA2784.The horizontal coordinates were established by classical geodetic methods
 FA2784.and adjusted by the National Geodetic Survey in August 2005.
 FA2784
 FA2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2784
 FA2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2784
 FA2784.The geoid height was determined by GEOID03.
 FA2784
 FA2784;                    North         East     Units Scale Factor Converg.
 FA2784;SPC NC       -   225,107.016   442,592.641   MT  0.99991265   -1 03 57.9
 FA2784;SPC NC       -   738,538.60  1,452,072.69   sFT  0.99991265   -1 03 57.9
 FA2784;UTM  17      - 3,957,920.445   513,822.002   MT  0.99960235   +0 05 21.7
 FA2784
 FA2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2784!SPC NC       -   0.99996167  x   0.99991265  =   0.99987432
 FA2784!UTM  17      -   0.99996167  x   0.99960235  =   0.99956403
 FA2784
 FA2784                          SUPERSEDED SURVEY CONTROL
 FA2784
 FA2784  NAD 83(1986)-  35 45 54.84040(N)    080 50 49.53865(W) AD(       ) 2
 FA2784  NAD 27      -  35 45 54.35534(N)    080 50 50.29072(W) AD(       ) 2
 FA2784  NGVD 29 (07/19/86)  276.4    (m)          907.     (f) VERT ANG    3  
 FA2784
 FA2784.Superseded values are not recommended for survey control.
 FA2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2784.See file dsdata.txt to determine how the superseded data were derived.
 FA2784
 FA2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1382257920(NAD 83)
 FA2784_MARKER: DS = TRIANGULATION STATION DISK
 FA2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2784_STAMPING: ACME 1963
 FA2784_MARK LOGO: NCGS  
 FA2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2784+STABILITY: SURFACE MOTION
 FA2784
 FA2784  HISTORY     - Date     Condition        Report By
 FA2784  HISTORY     - 1963     MONUMENTED       NCGS
 FA2784  HISTORY     - 1973     MARK NOT FOUND   NCGS
 FA2784  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA2784  HISTORY     - 20040921 MARK NOT FOUND   USPSQD
 FA2784
 FA2784                          STATION DESCRIPTION
 FA2784
 FA2784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2784'ACME IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2784'ON A LINE RUNNING FROM C AND GS TRIANGULATION STATION THIRD TO C
 FA2784'AND GS TRIANGULATION STATION LORAY VIA SHED - HOWARD - KIM, ALL
 FA2784'IN THE VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2784'
 FA2784'ACME IS 1.6 MILES SE OF THE CENTER OF STATESVILLE, LOCATED
 FA2784'0.45 MILES W ALONG U.S. 70 FROM SAINT PAULS LUTHERAN
 FA2784'CHURCH.  APPROXIMATELY 100 FT NE OF ACME HOMES METAL WORKS AND
 FA2784'ON THE S SIDE OF U.S. 70.
 FA2784'
 FA2784'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2784'ACME 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2784'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2784'
 FA2784'MARK IS
 FA2784'
 FA2784'30.0 FT W OF C/L OF DRIVE TO BACK OF PLANT
 FA2784'
 FA2784'27.0 FT S OF C/L OF U.S. 70
 FA2784'
 FA2784'3.8 FT SW OF 3 LEAD NAILS IN PP
 FA2784'
 FA2784'5.7 FT NE OF 3 INCH IRON FENCE END POST
 FA2784'
 FA2784'78.9 FT ENE OF 3 LEAD NAILS IN PP
 FA2784'
 FA2784'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2784
 FA2784                          STATION RECOVERY (1973)
 FA2784
 FA2784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JDB)
 FA2784'ACME 1963 DESTROYED.
 FA2784'
 FA2784'MONUMENT WAS FOUND DISTURBED AND CITY WORKERS REMOVED STATION AS
 FA2784'OF 11/73.
 FA2784
 FA2784                          STATION RECOVERY (1998)
 FA2784
 FA2784'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2784'MARK NOT FOUND.
 FA2784
 FA2784                          STATION RECOVERY (2004)
 FA2784
 FA2784'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA2784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3778 ***********************************************************************
 EB3778  DESIGNATION -  ACME
 EB3778  PID         -  EB3778
 EB3778  STATE/COUNTY-  NC/ROBESON
 EB3778  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 EB3778
 EB3778                         *CURRENT SURVEY CONTROL
 EB3778  ___________________________________________________________________
 EB3778* NAD 83(2001)-  34 36 18.04544(N)    079 05 50.09704(W)     ADJUSTED  
 EB3778* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 EB3778  ___________________________________________________________________
 EB3778  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 EB3778  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 EB3778  HORZ ORDER  -  SECOND
 EB3778
 EB3778.The horizontal coordinates were established by classical geodetic methods
 EB3778.and adjusted by the National Geodetic Survey in August 2005.
 EB3778
 EB3778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3778
 EB3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3778
 EB3778.The geoid height was determined by GEOID03.
 EB3778
 EB3778;                    North         East     Units Scale Factor Converg.
 EB3778;SPC NC       -    94,852.464   600,681.645   MT  0.99993584   -0 03 22.1
 EB3778;SPC NC       -   311,195.13  1,970,736.36   sFT  0.99993584   -0 03 22.1
 EB3778;UTM  17      - 3,830,887.517   674,470.852   MT  0.99997520   +1 04 51.2
 EB3778
 EB3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3778!SPC NC       -   0.99999916  x   0.99993584  =   0.99993500
 EB3778!UTM  17      -   0.99999916  x   0.99997520  =   0.99997436
 EB3778
 EB3778                          SUPERSEDED SURVEY CONTROL
 EB3778
 EB3778  NAD 83(1986)-  34 36 18.05822(N)    079 05 50.10431(W) AD(       ) 2
 EB3778  NGVD 29 (04/22/91)   39.3    (m)          129.     (f) VERT ANG    3  
 EB3778
 EB3778.Superseded values are not recommended for survey control.
 EB3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3778.See file dsdata.txt to determine how the superseded data were derived.
 EB3778
 EB3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7447130888(NAD 83)
 EB3778_MARKER: DE = TRAVERSE STATION DISK
 EB3778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3778_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3778+STABILITY: SURFACE MOTION
 EB3778
 EB3778  HISTORY     - Date     Condition        Report By
 EB3778  HISTORY     - 1977     MONUMENTED       NCGS
 EB3778
 EB3778                          STATION DESCRIPTION
 EB3778
 EB3778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3778'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE NORTHEAST OF THE I 95,
 EB3778'US 74 AND US 301 INTERCHANGE AND 5.2 MILES WEST OF LUMBERTON.
 EB3778'
 EB3778'TO REACH STATION FROM THE INTERSECTION OF SR 2499 AND THE DIVIDED
 EB3778'ENTRANCE ROAD INTO THE LUMBERTON MUNICIPAL AIRPORT, PROCEED SOUTHWEST
 EB3778'ALONG SR 2499 FOR 2.2 MILES TO INTERSECTION WITH SR 2515 AND STATION
 EB3778'ON RIGHT IN SHOULDER BY FENCE FOR I 95 APPROXMATELY 500 FEET NORTHEAST
 EB3778'OF ACME ELECTRIC CORPORATION BUILDING.
 EB3778'
 EB3778'STATION MARK IS A STANDARD DISK STAMPED---ACME 1977---SET IN THE TOP
 EB3778'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE.  MARK
 EB3778'IS 19.3 FEET NORTH-NORTHWEST OF CENTERLINE OF SR 2499, 73.2 FEET
 EB3778'NORTHEAST OF CENTERLINE INTERSECTION OF ROADS, 3.5 FEET SOUTH-
 EB3778'SOUTHEAST OF 10 INCH BOUNDARY BRACE POST, 8.8 FEET EAST OF 10 INCH
 EB3778'BOUNDARY BRACE POST, 8.6 FEET SOUTHWEST OF 10 INCH BOUNDARD BRACE POST
 EB3778'ALL WITH REFERENCE TAGS AND 57.1 FEET NORTH OF NORTHEAST END CULVERT
 EB3778'UNDER SR 2515.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1070 ***********************************************************************
 EZ1070  DESIGNATION -  ACORN
 EZ1070  PID         -  EZ1070
 EZ1070  STATE/COUNTY-  NC/WAKE
 EZ1070  USGS QUAD   -  APEX (1993)
 EZ1070
 EZ1070                         *CURRENT SURVEY CONTROL
 EZ1070  ___________________________________________________________________
 EZ1070* NAD 83(2001)-  35 44 56.57424(N)    078 46 15.69731(W)     ADJUSTED  
 EZ1070* NAVD 88     -       127.232  (meters)     417.43   (feet)  ADJUSTED  
 EZ1070  ___________________________________________________________________
 EZ1070  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 EZ1070  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 EZ1070  DYNAMIC HT  -         127.122 (meters)     417.07  (feet)  COMP
 EZ1070  MODELED GRAV-     979,767.3   (mgal)                       NAVD 88
 EZ1070
 EZ1070  HORZ ORDER  -  SECOND
 EZ1070  VERT ORDER  -  SECOND    CLASS 0
 EZ1070
 EZ1070.The horizontal coordinates were established by classical geodetic methods
 EZ1070.and adjusted by the National Geodetic Survey in August 2005.
 EZ1070
 EZ1070.The orthometric height was determined by differential leveling
 EZ1070.and adjusted in June 1991.
 EZ1070
 EZ1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1070
 EZ1070.The geoid height was determined by GEOID03.
 EZ1070
 EZ1070.The dynamic height is computed by dividing the NAVD 88
 EZ1070.geopotential number by the normal gravity value computed on the
 EZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1070.degrees latitude (g = 980.6199 gals.).
 EZ1070
 EZ1070.The modeled gravity was interpolated from observed gravity values.
 EZ1070
 EZ1070;                    North         East     Units Scale Factor Converg.
 EZ1070;SPC NC       -   221,781.724   630,309.598   MT  0.99991016   +0 07 55.8
 EZ1070;SPC NC       -   727,628.87  2,067,940.74   sFT  0.99991016   +0 07 55.8
 EZ1070;UTM  17      - 3,958,405.894   701,542.846   MT  1.00010056   +1 18 09.7
 EZ1070
 EZ1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1070!SPC NC       -   0.99998512  x   0.99991016  =   0.99989528
 EZ1070!UTM  17      -   0.99998512  x   1.00010056  =   1.00008568
 EZ1070
 EZ1070:                Primary Azimuth Mark                     Grid Az
 EZ1070:SPC NC       -  PLAINS                                   057 10 32.7
 EZ1070:UTM  17      -  PLAINS                                   056 00 18.8
 EZ1070
 EZ1070|---------------------------------------------------------------------|
 EZ1070| PID    Reference Object                     Distance      Geod. Az  |
 EZ1070|                                                           dddmmss.s |
 EZ1070| EZ1072 PLAINS                              APPROX. 2.7 KM 0571828.5 |
 EZ1070|---------------------------------------------------------------------|
 EZ1070
 EZ1070                          SUPERSEDED SURVEY CONTROL
 EZ1070
 EZ1070  NAD 83(1986)-  35 44 56.57921(N)    078 46 15.70757(W) AD(       ) 2
 EZ1070  NAD 27      -  35 44 56.03031(N)    078 46 16.68644(W) AD(       ) 2
 EZ1070  NGVD 29 (??/??/92)  127.490  (m)          418.27   (f) ADJ UNCH    2 0
 EZ1070
 EZ1070.Superseded values are not recommended for survey control.
 EZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1070.See file dsdata.txt to determine how the superseded data were derived.
 EZ1070
 EZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0154358406(NAD 83)
 EZ1070_MARKER: DE = TRAVERSE STATION DISK
 EZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1070_STAMPING: ACORN 1967
 EZ1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1070+STABILITY: SURFACE MOTION
 EZ1070
 EZ1070  HISTORY     - Date     Condition        Report By
 EZ1070  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1070  HISTORY     - 1973     GOOD             NCGS
 EZ1070  HISTORY     - 1984     MARK NOT FOUND   NCGS
 EZ1070  HISTORY     - 1984     MARK NOT FOUND   NCGS
 EZ1070
 EZ1070                          STATION DESCRIPTION
 EZ1070
 EZ1070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1070'ACORN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1070'IN THE VICINITY OF APEX, NORTH CAROLINA.
 EZ1070'
 EZ1070'ACORN IS LOCATED APPROXIMATELY 2.7 MILES SSE OF CARY.  TO
 EZ1070'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1313
 EZ1070'(MACEDONIA-CARY RD.) WITH U.S. 1, GO SOUTHWEST ON U.S. 1 FOR
 EZ1070'1.7 MILES TO STATION.  WHICH IS ON THE NORTH SHOULDER OF NORTH
 EZ1070'BOUND LANE, IN LINE WITH THE SOUTHWEST END OF METAL GUARD RAIL
 EZ1070'THAT IS LOCATED ON NORTHWEST SIDE OF SOUTH BOUND LANE AND
 EZ1070'STATION AND 0.65 MILES NORTHEAST OF KILDAIRE RD.
 EZ1070'
 EZ1070'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1070'ACORN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1070'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1070'
 EZ1070'MARK IS
 EZ1070'
 EZ1070'22.0 FT NNW OF C/L OF N BOUND LANE OF U.S. 1
 EZ1070'
 EZ1070'37.5 FT SSE OF C/L OF S BOUND LANE OF U.S. 1
 EZ1070'
 EZ1070'60.0 FT SSE OF SW END METAL POST OF METAL GUARD RAIL
 EZ1070'
 EZ1070'66.3 FT S OF 3RD METAL POST FROM SW END OF METAL GUARD RAIL
 EZ1070
 EZ1070                          STATION RECOVERY (1973)
 EZ1070
 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1070'3.1 MI S FROM CARY.
 EZ1070'ACORN IS LOCATED APPROXIMATELY 8.0 MILES WSW OF CAPITOL SQUARE
 EZ1070'IN RALEIGH.  TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE)
 EZ1070'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1
 EZ1070'U.S. 64 FOR 6.1 MILES TO STATION ON RIGHT ON NORTH SHOULDER,
 EZ1070'0.65 MILES NE OF SR 1300 (KILDAIRE ROAD) OVERPASS OF U.S. 1 - U.S.
 EZ1070'64, 22.0 FT NNW OF C/L OF NORTH BOUND LANE OF U.S. 1, 37.5 FT
 EZ1070'SSE OF C/L OF SOUTH BOUND LANE OF U.S. 1, 60.0 FT SSE OF SW END
 EZ1070'OF GUARD RAIL POST, AND 66.3 FT S OF THIRD GUARD RAIL POST
 EZ1070'FROM SW END.  DISK IS SET IN CONCRETE CYLINDER 5 INCHES BELOW
 EZ1070'THE SURFACE OF THE GROUND.
 EZ1070
 EZ1070                          STATION RECOVERY (1984)
 EZ1070
 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ1070'THE STATION NOT RECOVERED AT THIS DATE.
 EZ1070'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE DESCRIPTION IS
 EZ1070'INADEQUATE FOR LOCATING THE MONUMENT.
 EZ1070'
 EZ1070'NCGS
 EZ1070
 EZ1070                          STATION RECOVERY (1984)
 EZ1070
 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ1070'THE STATION NOT RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2593 ***********************************************************************
 FY2593  DESIGNATION -  ACORN
 FY2593  PID         -  FY2593
 FY2593  STATE/COUNTY-  NC/FRANKLIN
 FY2593  USGS QUAD   -  GOLD SAND (1981)
 FY2593
 FY2593                         *CURRENT SURVEY CONTROL
 FY2593  ___________________________________________________________________
 FY2593* NAD 83(2001)-  36 10 37.90212(N)    078 07 49.39139(W)     ADJUSTED  
 FY2593* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 FY2593  ___________________________________________________________________
 FY2593  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FY2593  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 FY2593  HORZ ORDER  -  SECOND
 FY2593
 FY2593.The horizontal coordinates were established by classical geodetic methods
 FY2593.and adjusted by the National Geodetic Survey in August 2005.
 FY2593
 FY2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2593
 FY2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2593
 FY2593.The geoid height was determined by GEOID03.
 FY2593
 FY2593;                    North         East     Units Scale Factor Converg.
 FY2593;SPC NC       -   269,604.643   687,832.233   MT  1.00000296   +0 30 06.9
 FY2593;SPC NC       -   884,527.90  2,256,662.92   sFT  1.00000296   +0 30 06.9
 FY2593;UTM  17      - 4,007,419.115   758,084.614   MT  1.00042078   +1 41 41.4
 FY2593
 FY2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2593!SPC NC       -   0.99999180  x   1.00000296  =   0.99999476
 FY2593!UTM  17      -   0.99999180  x   1.00042078  =   1.00041258
 FY2593
 FY2593:                Primary Azimuth Mark                     Grid Az
 FY2593:SPC NC       -  HERBERT                                  242 01 01.5
 FY2593:UTM  17      -  HERBERT                                  240 49 27.0
 FY2593
 FY2593|---------------------------------------------------------------------|
 FY2593| PID    Reference Object                     Distance      Geod. Az  |
 FY2593|                                                           dddmmss.s |
 FY2593| FY2594 HERBERT                             APPROX. 1.5 KM 2423108.4 |
 FY2593|---------------------------------------------------------------------|
 FY2593
 FY2593                          SUPERSEDED SURVEY CONTROL
 FY2593
 FY2593  NAD 83(1993)-  36 10 37.90292(N)    078 07 49.39505(W) AD(       ) 2
 FY2593  NAD 83(1986)-  36 10 37.90083(N)    078 07 49.40216(W) AD(       ) 2
 FY2593  NAD 27      -  36 10 37.35715(N)    078 07 50.43750(W) AD(       ) 2
 FY2593  NGVD 29 (07/19/86)   86.4    (m)          283.     (f) VERT ANG    3  
 FY2593
 FY2593.Superseded values are not recommended for survey control.
 FY2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2593.See file dsdata.txt to determine how the superseded data were derived.
 FY2593
 FY2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5808507419(NAD 83)
 FY2593_MARKER: DE = TRAVERSE STATION DISK
 FY2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2593_STAMPING: ACORN 1976
 FY2593_MARK LOGO: NCGS  
 FY2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2593+STABILITY: SURFACE MOTION
 FY2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2593+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 FY2593
 FY2593  HISTORY     - Date     Condition        Report By
 FY2593  HISTORY     - 1976     MONUMENTED       NCGS
 FY2593  HISTORY     - 1987     GOOD             USPSQD
 FY2593  HISTORY     - 20000516 GOOD             NCGS
 FY2593
 FY2593                          STATION DESCRIPTION
 FY2593
 FY2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2593'ACORN IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY
 FY2593'1.6 MILES WEST-SOUTHWEST OF CENTERVILLE AND 10.9 MILES NORTHEAST OF
 FY2593'LOUISBURG, NORTH CAROLINA.
 FY2593'
 FY2593'TO REACH STATION FROM INTERSECTION OF NC 58 WITH NC 561 AT CENTERVILLE
 FY2593', PROCEED WESTERLY ALONG NC 561 FOR 1.6 MILES TO STATION ON THE LEFT,
 FY2593'APPROXIMATELY 250 FEET SOUTH-SOUTHWEST OF AN OLD UNPAINTED ONE AND ONE
 FY2593'-HALF STORY HOUSE IN AN OAK GROVE, AND 0.1 MILE SOUTHWEST OF THE NC
 FY2593'561, SR 1441 AND SR 1452 CROSSROADS.
 FY2593'
 FY2593'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ACORN 1976---, SET IN
 FY2593'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2593'SURFACE OF THE GROUND.  THE MARK IS 31.3 FEET SOUTH-SOUTHEAST OF THE
 FY2593'CENTERLINE OF NC 561, 235.9 FEET EAST-NORTHEAST OF CENTER OF TOP OF
 FY2593'SOUTH END OF CONCRETE CULVERT UNDER HIGHWAY, 169.4 FEET SOUTHWEST OF
 FY2593'CENTER OF TOP OF TELEPHONE PEDESTAL NO.159N, 62.8 FEET WEST OF POWER
 FY2593'POLE WITH ALUMINUM TAG, 118.9 FEET NORTHEAST OF POWER POLE NO.40 WITH
 FY2593'ALUMINUM TAG, 82.8 FEET SOUTH-SOUTHEAST OF 24 INCH OAK
 FY2593'(SOUTHWESTERNMOST) IN GROVE), AND 138.9 FEET SOUTH-SOUTHWEST OF 15
 FY2593'INCH OAK WITH ALUMINUM TAG.
 FY2593
 FY2593                          STATION RECOVERY (1987)
 FY2593
 FY2593'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2593'RECOVERED IN GOOD CONDITION.
 FY2593
 FY2593                          STATION RECOVERY (2000)
 FY2593
 FY2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY2593'STATION IS ABOUT 1-FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8928 ***********************************************************************
 AF8928  DESIGNATION -  ACORN
 AF8928  PID         -  AF8928
 AF8928  STATE/COUNTY-  NC/WASHINGTON
 AF8928  USGS QUAD   -  PLYMOUTH EAST (1974)
 AF8928
 AF8928                         *CURRENT SURVEY CONTROL
 AF8928  ___________________________________________________________________
 AF8928* NAD 83(2001)-  35 51 12.67398(N)    076 44 32.84647(W)     ADJUSTED  
 AF8928* NAVD 88     -         4.37   (meters)      14.3    (feet)  LEVELING  
 AF8928  ___________________________________________________________________
 AF8928  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AF8928  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 AF8928  HORZ ORDER  -  SECOND
 AF8928  VERT ORDER  -  THIRD ?
 AF8928
 AF8928.The horizontal coordinates were established by classical geodetic methods
 AF8928.and adjusted by the National Geodetic Survey in August 2005.
 AF8928
 AF8928.The orthometric height was determined by differential leveling.
 AF8928.The vertical network tie was performed by a horz. field party for horz.
 AF8928.obs reductions. Reset procedures were used to establish the elevation.
 AF8928
 AF8928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8928
 AF8928.The geoid height was determined by GEOID03.
 AF8928
 AF8928;                    North         East     Units Scale Factor Converg.
 AF8928;SPC NC       -   235,667.132   813,493.009   MT  0.99992763   +1 18 10.8
 AF8928;SPC NC       -   773,184.58  2,668,934.98   sFT  0.99992763   +1 18 10.8
 AF8928;UTM  18      - 3,969,103.515   342,658.878   MT  0.99990506   -1 01 14.9
 AF8928
 AF8928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8928!SPC NC       -   1.00000507  x   0.99992763  =   0.99993270
 AF8928!UTM  18      -   1.00000507  x   0.99990506  =   0.99991013
 AF8928
 AF8928                          SUPERSEDED SURVEY CONTROL
 AF8928
 AF8928  NAD 83(1986)-  35 51 12.68755(N)    076 44 32.85667(W) AD(       ) 2
 AF8928
 AF8928.Superseded values are not recommended for survey control.
 AF8928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8928.See file dsdata.txt to determine how the superseded data were derived.
 AF8928
 AF8928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4265969104(NAD 83)
 AF8928_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8928_STAMPING: ACORN 1990
 AF8928_MARK LOGO: NCGS  
 AF8928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8928+STABILITY: SURFACE MOTION
 AF8928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8928+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8928
 AF8928  HISTORY     - Date     Condition        Report By
 AF8928  HISTORY     - 1990     MONUMENTED       NCGS
 AF8928
 AF8928                          STATION DESCRIPTION
 AF8928
 AF8928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 AF8928'STATION IS LOCATED IN SOUTH PLYMOUTH.$ALONG NC 32 FOR 0.35 MI (0.56
 AF8928'KM) SOUTH FROM US 64, AT THE SOUTH WEST CORNER OF A SMALL YARD, NEAR
 AF8928'THE SOUTH BANK OF A DITCH.$MARK IS ABOUT 3 FEET (0.9 M) LOWER THAN NC
 AF8928'32 AND IS RECESSED 3 INCHES BELOW GROUND. LOCATED 18.72 M (61.42 FT)
 AF8928'EAST OF THE CENTERLINE OF NC 32, 18.44 M (60.50 FT) SOUTH-SOUTHWEST OF
 AF8928'THE SOUTHWEST CORNER OF A 1-STORY FRAME HOUSE, 3.30 M (10.83 FT)
 AF8928'SOUTHWEST OF THE SOUTH EDGE OF DITCH, 0.75 M (2.46 FT) WEST OF A
 AF8928'FIBERGLASS WITNESS POST--AND 7.65 M (25.10 FT) WEST OF A 30-INCH OAK,
 AF8928'AND 16.05 M (52.66 FT) NORTH-NORTHEAST OF A 24-INCH PINE--BOTH WITH
 AF8928'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3795 ***********************************************************************
 AI3795  DESIGNATION -  ACORN
 AI3795  PID         -  AI3795
 AI3795  STATE/COUNTY-  NC/GRANVILLE
 AI3795  USGS QUAD   -  STOVALL (1993)
 AI3795
 AI3795                         *CURRENT SURVEY CONTROL
 AI3795  ___________________________________________________________________
 AI3795* NAD 83(2001)-  36 26 16.32495(N)    078 34 44.04745(W)     ADJUSTED  
 AI3795* NAVD 88     -       166.3    (meters)     546.     (feet)  VERTCON   
 AI3795  ___________________________________________________________________
 AI3795  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 AI3795  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AI3795  HORZ ORDER  -  SECOND
 AI3795
 AI3795.The horizontal coordinates were established by classical geodetic methods
 AI3795.and adjusted by the National Geodetic Survey in August 2005.
 AI3795
 AI3795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3795
 AI3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3795
 AI3795.The geoid height was determined by GEOID03.
 AI3795
 AI3795;                    North         East     Units Scale Factor Converg.
 AI3795;SPC NC       -   298,268.830   647,361.137   MT  1.00008699   +0 14 35.0
 AI3795;SPC NC       -   978,570.32  2,123,884.00   sFT  1.00008699   +0 14 35.0
 AI3795;UTM  17      - 4,035,240.456   717,014.350   MT  1.00018028   +1 26 18.9
 AI3795
 AI3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3795!SPC NC       -   0.99997888  x   1.00008699  =   1.00006587
 AI3795!UTM  17      -   0.99997888  x   1.00018028  =   1.00015916
 AI3795
 AI3795                          SUPERSEDED SURVEY CONTROL
 AI3795
 AI3795  NAD 83(1986)-  36 26 16.32673(N)    078 34 44.05458(W) AD(       ) 2
 AI3795  NGVD 29 (03/10/00)  166.6    (m)          547.     (f) VERT ANG    3  
 AI3795
 AI3795.Superseded values are not recommended for survey control.
 AI3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3795.See file dsdata.txt to determine how the superseded data were derived.
 AI3795
 AI3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1701435240(NAD 83)
 AI3795_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3795_STAMPING: ACORN 1984
 AI3795_MARK LOGO: NCGS  
 AI3795_PROJECTION: FLUSH
 AI3795_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3795+STABILITY: SURFACE MOTION
 AI3795
 AI3795  HISTORY     - Date     Condition        Report By
 AI3795  HISTORY     - 1984     MONUMENTED       NCGS
 AI3795
 AI3795                          STATION DESCRIPTION
 AI3795
 AI3795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3795'THE STATION IS LOCATED ABOUT 1.45 KM (0.9 MI) SOUTHEAST OF STOVALL AND
 AI3795'14.2 KM (8.8 MI) NORTH OF OXFORD. ALONG US 15, 1.4 KM (0.9 MILES)
 AI3795'SOUTH OF THE SR 1430 CROSSROADS (IN STOVALL), AND 0.7 KM (0.45 MILE)
 AI3795'NORTH OF SR 1427, ON THE HIGH POINT OF A LONG 6 FT CUT, AND
 AI3795'APPROXIMATELY 500 FT WEST OF STOVALL-SHAW ELEMENTARY SCHOOL. THE
 AI3795'STATION IS A STANDARD NCGS DISK STAMPED---ACORN 1984---, SET INTO THE
 AI3795'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.
 AI3795'LOCATED 8.2 METERS (27.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 AI3795'HIGHWAY, 47.0 METERS (154.2 FT) NORTHEAST OF THE CENTERLINE OF A WOODS
 AI3795'ROAD, 79.7 METERS (261.5 FT) NORTHEAST OF A TELEPHONE JUNCTION
 AI3795'BOX--AND 7.5 METERS (24.5 FT) SOUTH-SOUTHWEST OF A POWER POLE, 10.9
 AI3795'METERS (35.8 FT) SOUTHEAST OF A TWELVE INCH TWIN OAK, 13.4 METERS
 AI3795'(44.0 FT) EAST OF A SEVEN INCH PINE--ALL WITH REFERENCE TAGS. MARK IS
 AI3795'6 FT ABOVE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9121 ***********************************************************************
 AF9121  DESIGNATION -  ACRE
 AF9121  PID         -  AF9121
 AF9121  STATE/COUNTY-  NC/BEAUFORT
 AF9121  USGS QUAD   -  PINETOWN (1974)
 AF9121
 AF9121                         *CURRENT SURVEY CONTROL
 AF9121  ___________________________________________________________________
 AF9121* NAD 83(2001)-  35 35 41.76231(N)    076 49 26.47497(W)     ADJUSTED  
 AF9121* NAVD 88     -         9.2    (meters)      30.     (feet)  H LEVEL   
 AF9121  ___________________________________________________________________
 AF9121  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AF9121  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 AF9121  HORZ ORDER  -  SECOND
 AF9121
 AF9121.The horizontal coordinates were established by classical geodetic methods
 AF9121.and adjusted by the National Geodetic Survey in August 2005.
 AF9121
 AF9121.The orthometric height was determined by differential leveling
 AF9121.between control points not connected to bench marks.
 AF9121
 AF9121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9121
 AF9121.The geoid height was determined by GEOID03.
 AF9121
 AF9121;                    North         East     Units Scale Factor Converg.
 AF9121;SPC NC       -   206,820.995   806,756.536   MT  0.99989047   +1 15 21.3
 AF9121;SPC NC       -   678,545.21  2,646,833.74   sFT  0.99989047   +1 15 21.3
 AF9121;UTM  18      - 3,940,553.457   334,759.688   MT  0.99993648   -1 03 42.9
 AF9121
 AF9121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9121!SPC NC       -   1.00000434  x   0.99989047  =   0.99989481
 AF9121!UTM  18      -   1.00000434  x   0.99993648  =   0.99994082
 AF9121
 AF9121                          SUPERSEDED SURVEY CONTROL
 AF9121
 AF9121  NAD 83(1986)-  35 35 41.77410(N)    076 49 26.48575(W) AD(       ) 2
 AF9121
 AF9121.Superseded values are not recommended for survey control.
 AF9121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9121.See file dsdata.txt to determine how the superseded data were derived.
 AF9121
 AF9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3476040553(NAD 83)
 AF9121_MARKER: DE = TRAVERSE STATION DISK
 AF9121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9121_STAMPING: ACRE 1983
 AF9121_MARK LOGO: NCGS  
 AF9121_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9121+STABILITY: SURFACE MOTION
 AF9121
 AF9121  HISTORY     - Date     Condition        Report By
 AF9121  HISTORY     - 1983     MONUMENTED       NCGS
 AF9121
 AF9121                          STATION DESCRIPTION
 AF9121
 AF9121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AF9121'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) EAST-SOUTHEAST OF PINETOWN
 AF9121'AND 21.7 KM (13.50 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR
 AF9121'14.0 KM (8.70 MI) NORTH FROM US 264, NEAR THE INTERSECTION WITH THE
 AF9121'ATLANTIC COASTLINE RAILROAD (KNOWN AS ACRE STATION), ABOUT 300 FT
 AF9121'(91.4 M) SOUTHWEST OF THE CROSSING, ON THE RIGHT SIDE OF THE HIGHWAY
 AF9121'IN THE YARD OF O.K. MIDYETTE. MARK IS RECESSED 3 INCHES BELOW GROUND.
 AF9121'LOCATED 13.8 M (45.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AF9121'11.8 M (38.7 FT) SOUTHWEST OF AN 18-INCH CEDAR, 17.3 M (56.8 FT) SOUTH
 AF9121'OF THE SOUTHWEST END OF A DRIVEWAY CULVERT ON THE SOUTHEAST SIDE OF NC
 AF9121'32, 32.2 M (105.6 FT) EAST OF THE NORTHEAST END OF A DRIVEWAY CULVERT
 AF9121'ON THE NORTHWEST SIDE OF NC 32--AND 19.4 M (63.6 FT) NORTHWEST OF A
 AF9121'36-INCH OAK, 21.6 M (70.9 FT) NORTH-NORTHEAST OF A 24-INCH GUM--BOTH
 AF9121'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8224 ***********************************************************************
 AI8224  DESIGNATION -  ACREE
 AI8224  PID         -  AI8224
 AI8224  STATE/COUNTY-  NC/HALIFAX
 AI8224  USGS QUAD   -  THELMA (1973)
 AI8224
 AI8224                         *CURRENT SURVEY CONTROL
 AI8224  ___________________________________________________________________
 AI8224* NAD 83(2001)-  36 26 53.59516(N)    077 46 04.38153(W)     ADJUSTED  
 AI8224* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 AI8224  ___________________________________________________________________
 AI8224  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AI8224  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AI8224  HORZ ORDER  -  SECOND
 AI8224
 AI8224.The horizontal coordinates were established by classical geodetic methods
 AI8224.and adjusted by the National Geodetic Survey in August 2005.
 AI8224
 AI8224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8224
 AI8224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8224
 AI8224.The geoid height was determined by GEOID03.
 AI8224
 AI8224;                    North         East     Units Scale Factor Converg.
 AI8224;SPC NC       -   300,023.225   720,068.511   MT  1.00009076   +0 42 40.1
 AI8224;SPC NC       -   984,326.20  2,362,424.77   sFT  1.00009076   +0 42 40.1
 AI8224;UTM  18      - 4,037,226.003   251,927.875   MT  1.00035828   -1 38 42.8
 AI8224
 AI8224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8224!SPC NC       -   0.99999129  x   1.00009076  =   1.00008205
 AI8224!UTM  18      -   0.99999129  x   1.00035828  =   1.00034956
 AI8224
 AI8224                          SUPERSEDED SURVEY CONTROL
 AI8224
 AI8224  NAD 83(1986)-  36 26 53.60041(N)    077 46 04.39197(W) AD(       ) 2
 AI8224  NGVD 29 (08/31/00)   89.7    (m)          294.     (f) VERT ANG    3  
 AI8224
 AI8224.Superseded values are not recommended for survey control.
 AI8224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8224.See file dsdata.txt to determine how the superseded data were derived.
 AI8224
 AI8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5192837226(NAD 83)
 AI8224_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8224_STAMPING: ACREE 1984
 AI8224_MARK LOGO: NCGS  
 AI8224_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8224+STABILITY: SURFACE MOTION
 AI8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8224+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AI8224
 AI8224  HISTORY     - Date     Condition        Report By
 AI8224  HISTORY     - 1984     MONUMENTED       NCGS
 AI8224
 AI8224                          STATION DESCRIPTION
 AI8224
 AI8224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8224'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) WEST-SOUTHWEST OF
 AI8224'ROANOKE RAPIDS, AND ABOUT 13.0 KM (8.1 MI) EAST-NORTHEAST OF
 AI8224'LITTLETON. ALONG US 158 FOR 9.3 KMS (5.8 MI) WEST FROM THE NC 48
 AI8224'INTERSECTION IN SOUTHWEST ROANOKE RAPIDS, TO STATION IN NORTHWEST QUAD
 AI8224'OF A FIELD ROAD INTERSECTION, OR 0.5 KMS (0.3 MI) WEST-NORTHWEST OF SR
 AI8224'1424. STATION IS A STANDARD NCGS HORIZONTAL DISK SET IN TOP OF A
 AI8224'CONCRETE MONUMENT. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS
 AI8224'RECESSED 4 INCHES BELOW GROUND LEVEL.  LOCATED 6.70 M (22.0 FT)
 AI8224'NORTHEAST OF THE CENTERLINE OF US 158, 6.92 M (22.7 FT) NORTHWEST OF
 AI8224'CENTER OF FIELD ROAD, 3.47 M (11.4 FT) WEST OF WEST END OF FIELD ROAD
 AI8224'CULVERT, 58.05 M (190.5 FT) EAST-SOUTHEAST OF SOUTHEAST END OF A GUARD
 AI8224'RAIL, 21.85 M (71.7 FT) NORTH OF THE EAST END OF A DRIVEWAY CULVERT,
 AI8224'AND 24.02 M (78.8 FT) NORTH-NORTHEAST OF CORNER FENCE POST WITH A
 AI8224'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3328 ***********************************************************************
 FY3328  DESIGNATION -  ACRES
 FY3328  PID         -  FY3328
 FY3328  STATE/COUNTY-  NC/ALAMANCE
 FY3328  USGS QUAD   -  BURLINGTON (1981)
 FY3328
 FY3328                         *CURRENT SURVEY CONTROL
 FY3328  ___________________________________________________________________
 FY3328* NAD 83(2001)-  36 04 09.60548(N)    079 29 04.81387(W)     ADJUSTED  
 FY3328* NAVD 88     -       200.0    (meters)     656.     (feet)  VERTCON   
 FY3328  ___________________________________________________________________
 FY3328  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FY3328  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FY3328  HORZ ORDER  -  SECOND
 FY3328
 FY3328.The horizontal coordinates were established by classical geodetic methods
 FY3328.and adjusted by the National Geodetic Survey in August 2005.
 FY3328
 FY3328.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3328
 FY3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3328
 FY3328.The geoid height was determined by GEOID03.
 FY3328
 FY3328;                    North         East     Units Scale Factor Converg.
 FY3328;SPC NC       -   257,400.404   565,941.119   MT  0.99997429   -0 16 47.1
 FY3328;SPC NC       -   844,487.83  1,856,758.49   sFT  0.99997429   -0 16 47.1
 FY3328;UTM  17      - 3,992,701.309   636,458.318   MT  0.99982944   +0 53 32.3
 FY3328
 FY3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3328!SPC NC       -   0.99997335  x   0.99997429  =   0.99994764
 FY3328!UTM  17      -   0.99997335  x   0.99982944  =   0.99980279
 FY3328
 FY3328:                Primary Azimuth Mark                     Grid Az
 FY3328:SPC NC       -  HUFFMAN                                  262 16 00.8
 FY3328:UTM  17      -  HUFFMAN                                  261 05 41.4
 FY3328
 FY3328|---------------------------------------------------------------------|
 FY3328| PID    Reference Object                     Distance      Geod. Az  |
 FY3328|                                                           dddmmss.s |
 FY3328| FY3355 HUFFMAN                             APPROX. 1.2 KM 2615913.7 |
 FY3328|---------------------------------------------------------------------|
 FY3328
 FY3328                          SUPERSEDED SURVEY CONTROL
 FY3328
 FY3328  NAD 83(1993)-  36 04 09.60763(N)    079 29 04.81975(W) AD(       ) 2
 FY3328  NAD 83(1986)-  36 04 09.60625(N)    079 29 04.82024(W) AD(       ) 2
 FY3328  NAD 27      -  36 04 09.11692(N)    079 29 05.74099(W) AD(       ) 2
 FY3328  NGVD 29 (07/19/86)  200.3    (m)          657.     (f) VERT ANG    3  
 FY3328
 FY3328.Superseded values are not recommended for survey control.
 FY3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3328.See file dsdata.txt to determine how the superseded data were derived.
 FY3328
 FY3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3645892701(NAD 83)
 FY3328_MARKER: DE = TRAVERSE STATION DISK
 FY3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3328_PROJECTION: FLUSH
 FY3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3328+STABILITY: SURFACE MOTION
 FY3328
 FY3328  HISTORY     - Date     Condition        Report By
 FY3328  HISTORY     - 1964     MONUMENTED       NCGS
 FY3328  HISTORY     - 19900619 MARK NOT FOUND   NCGS
 FY3328  HISTORY     - 20020813 SEE DESCRIPTION  NCGS
 FY3328  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 FY3328  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY3328
 FY3328                          STATION DESCRIPTION
 FY3328
 FY3328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3328'ACRES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3328'THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3328'
 FY3328'ACRES IS 3.2 MILES SW OF BURLINGTON.  LOCATED 0.8 MILES E ALONG
 FY3328'I-85 FROM HUFFMAN MILL RD.  0.9 MILES W OF NC 62.  ON CREST OF HILL
 FY3328'IN CURVE AND IN MEDIAN OF I-85.
 FY3328'
 FY3328'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3328'ACRES 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3328'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3328'
 FY3328'MARK IS
 FY3328'
 FY3328'22.0 FT N OF C/L OF N BOUND LANE OF I-85
 FY3328'
 FY3328'24.6 FT S OF C/L OF S BOUND LANE OF I-85
 FY3328'
 FY3328'144.3 FT N OF 3 LEAD NAILS IN POST OF ALAMANCE EXIT SIGN
 FY3328'
 FY3328'59.6 FT NE OF REFLECTOR POST OF N BOUND LANE
 FY3328'
 FY3328'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3328
 FY3328                          STATION RECOVERY (1990)
 FY3328
 FY3328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 FY3328'SEARCHED FOR BUT NOT FOUND.
 FY3328
 FY3328                          STATION RECOVERY (2002)
 FY3328
 FY3328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY3328'DESTROYED, I-85 NOW IN REFERENCE AREA AND NO LONGER HAS A MEDIAN.
 FY3328
 FY3328                          STATION RECOVERY (2004)
 FY3328
 FY3328'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3328'MARK NOT FOUND.
 FY3328
 FY3328                          STATION RECOVERY (2005)
 FY3328
 FY3328'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1537 ***********************************************************************
 EA1537  DESIGNATION -  ACRES
 EA1537  PID         -  EA1537
 EA1537  STATE/COUNTY-  NC/PENDER
 EA1537  USGS QUAD   -  HAMPSTEAD (1970)
 EA1537
 EA1537                         *CURRENT SURVEY CONTROL
 EA1537  ___________________________________________________________________
 EA1537* NAD 83(2001)-  34 21 28.01787(N)    077 43 15.88529(W)     ADJUSTED  
 EA1537* NAVD 88     -        14.8    (meters)      49.     (feet)  VERTCON   
 EA1537  ___________________________________________________________________
 EA1537  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EA1537  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA1537  HORZ ORDER  -  SECOND
 EA1537
 EA1537.The horizontal coordinates were established by classical geodetic methods
 EA1537.and adjusted by the National Geodetic Survey in August 2005.
 EA1537
 EA1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1537
 EA1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1537
 EA1537.The geoid height was determined by GEOID03.
 EA1537
 EA1537;                    North         East     Units Scale Factor Converg.
 EA1537;SPC NC       -    68,181.497   727,252.335   MT  0.99999332   +0 44 17.4
 EA1537;SPC NC       -   223,692.13  2,385,993.70   sFT  0.99999332   +0 44 17.4
 EA1537;UTM  18      - 3,805,182.690   249,738.233   MT  1.00037208   -1 32 11.3
 EA1537
 EA1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1537!SPC NC       -   1.00000351  x   0.99999332  =   0.99999683
 EA1537!UTM  18      -   1.00000351  x   1.00037208  =   1.00037559
 EA1537
 EA1537                          SUPERSEDED SURVEY CONTROL
 EA1537
 EA1537  NAD 83(1986)-  34 21 28.03190(N)    077 43 15.89925(W) AD(       ) 2
 EA1537  NGVD 29 (01/20/88)   15.1    (m)           50.     (f) VERT ANG    3  
 EA1537
 EA1537.Superseded values are not recommended for survey control.
 EA1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1537.See file dsdata.txt to determine how the superseded data were derived.
 EA1537
 EA1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4973805183(NAD 83)
 EA1537_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1537_STAMPING: ACRES 1984
 EA1537_MARK LOGO: NCGS  
 EA1537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1537+STABILITY: SURFACE MOTION
 EA1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1537+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999
 EA1537
 EA1537  HISTORY     - Date     Condition        Report By
 EA1537  HISTORY     - 1984     MONUMENTED       NCGS
 EA1537  HISTORY     - 19990630 SEE DESCRIPTION  NCGS
 EA1537  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA1537
 EA1537                          STATION DESCRIPTION
 EA1537
 EA1537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA1537'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF HAMPSTEAD.
 EA1537'
 EA1537'ALONG US 17 FOR 1.3 KM (0.8 MI) SOUTHWEST FROM THE INTERSECTION WITH
 EA1537'NC 210 (IN HAMPSTEAD), AT THE INTERSECTION WITH SR 1582, AT THE
 EA1537'ENTRANCE TO WASHINGTON ACRES.
 EA1537'
 EA1537'THE STATION IS A STANDARD NCGS DISK STAMPED---ACRES 1984---, SET IN
 EA1537'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 10
 EA1537'CM BELOW GROUND.  LOCATED
 EA1537'14.0 METERS (45.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 EA1537'9.3 METERS (30.6 FT) EAST-NORTHEAST OF CENTERLINE OF ROAD,
 EA1537'2.7 METERS (9.0 FT) WEST OF A 30 INCH PINE WITH REFERENCE TAG,
 EA1537'5.2 METERS (17.2 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX
 EA1537'(P 60), 30.3 METERS (99.3 FT) NORTH-NORTHEAST OF THE NORTHWEST
 EA1537'CORNER OF THE EAST BRICK COLUMN TO WASHINGTON ACRES, AND
 EA1537'14.0 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF T
 EA1537'INTERSECTION.
 EA1537'
 EA1537'MARK IS ABOUT 1 FOOT BELOW CENTERLINE OF HIGHWAY.
 EA1537
 EA1537                          STATION RECOVERY (1999)
 EA1537
 EA1537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1537'NOT FOUND, MAY BE LOST. REFERENCES ARE GONE. REFERENCES OFF OF US 17
 EA1537'AND SR 1582 INDICATE THAT AREA HAS BEEN DISTURBED AND POSSIBLE FILL.
 EA1537'IF STATION EXISTS IT IS BURIED WITH APPROXIMATELY, 2-FT OF SOIL.
 EA1537
 EA1537                          STATION RECOVERY (2005)
 EA1537
 EA1537'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1707 ***********************************************************************
 EB1707  DESIGNATION -  ACROSS
 EB1707  PID         -  EB1707
 EB1707  STATE/COUNTY-  NC/BLADEN
 EB1707  USGS QUAD   -  WHITE LAKE (1986)
 EB1707
 EB1707                         *CURRENT SURVEY CONTROL
 EB1707  ___________________________________________________________________
 EB1707* NAD 83(2001)-  34 40 57.82032(N)    078 25 50.94847(W)     ADJUSTED  
 EB1707* NAVD 88     -        25.388  (meters)      83.29   (feet)  ADJUSTED  
 EB1707  ___________________________________________________________________
 EB1707  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EB1707  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EB1707  DYNAMIC HT  -          25.364 (meters)      83.22  (feet)  COMP
 EB1707  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 EB1707
 EB1707  HORZ ORDER  -  SECOND
 EB1707  VERT ORDER  -  SECOND    CLASS II
 EB1707
 EB1707.The horizontal coordinates were established by classical geodetic methods
 EB1707.and adjusted by the National Geodetic Survey in August 2005.
 EB1707
 EB1707.The orthometric height was determined by differential leveling
 EB1707.and adjusted in June 1991.
 EB1707
 EB1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1707
 EB1707.The geoid height was determined by GEOID03.
 EB1707
 EB1707.The dynamic height is computed by dividing the NAVD 88
 EB1707.geopotential number by the normal gravity value computed on the
 EB1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1707.degrees latitude (g = 980.6199 gals.).
 EB1707
 EB1707.The modeled gravity was interpolated from observed gravity values.
 EB1707
 EB1707;                    North         East     Units Scale Factor Converg.
 EB1707;SPC NC       -   103,618.267   661,756.093   MT  0.99992157   +0 19 42.7
 EB1707;SPC NC       -   339,954.26  2,171,111.45   sFT  0.99992157   +0 19 42.7
 EB1707;UTM  17      - 3,840,863.745   735,371.356   MT  1.00028288   +1 27 45.4
 EB1707
 EB1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1707!SPC NC       -   1.00000152  x   0.99992157  =   0.99992309
 EB1707!UTM  17      -   1.00000152  x   1.00028288  =   1.00028440
 EB1707
 EB1707:                Primary Azimuth Mark                     Grid Az
 EB1707:SPC NC       -  DRAIN                                    047 06 48.9
 EB1707:UTM  17      -  DRAIN                                    045 58 46.2
 EB1707
 EB1707|---------------------------------------------------------------------|
 EB1707| PID    Reference Object                     Distance      Geod. Az  |
 EB1707|                                                           dddmmss.s |
 EB1707| EB1708 DRAIN                               448.910 METERS 0472631.6 |
 EB1707| EB1706 138 JJS                             398.200 METERS 20504     |
 EB1707|---------------------------------------------------------------------|
 EB1707
 EB1707                          SUPERSEDED SURVEY CONTROL
 EB1707
 EB1707  NAD 83(1986)-  34 40 57.82782(N)    078 25 50.95875(W) AD(       ) 2
 EB1707  NAD 27      -  34 40 57.20908(N)    078 25 51.94205(W) AD(       ) 2
 EB1707  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG    3  
 EB1707
 EB1707.Superseded values are not recommended for survey control.
 EB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1707.See file dsdata.txt to determine how the superseded data were derived.
 EB1707
 EB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3537140864(NAD 83)
 EB1707_MARKER: DE = TRAVERSE STATION DISK
 EB1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1707_SP_SET: CONCRETE POST
 EB1707_STAMPING: ACROSS 1973
 EB1707_MARK LOGO: NCGS  
 EB1707_PROJECTION: PROJECTING 8 CENTIMETERS
 EB1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1707+STABILITY: SURFACE MOTION
 EB1707
 EB1707  HISTORY     - Date     Condition        Report By
 EB1707  HISTORY     - 1973     MONUMENTED       NCGS
 EB1707  HISTORY     - 1979     GOOD             NCGS
 EB1707  HISTORY     - 1979     GOOD             NCGS
 EB1707
 EB1707                          STATION DESCRIPTION
 EB1707
 EB1707'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1707'ACROSS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1707'VICINITY OF WHITE LAKE, NORTH CAROLINA.
 EB1707'
 EB1707'ACROSS IS LOCATED APPROXIMATELY 4.1 MILES ENE OF WHITE LAKE, AND 7.4
 EB1707'MILES SSW OF GARLAND IN SAMPSON COUNTY.  TO REACH STATION FROM THE
 EB1707'INTERSECTION OF NC 4U WITH NC 210 ENE OF WHITE LAKE.  PROCEED WEST
 EB1707'ALONG NC 41 FOR 3.4 MILES TO STATION ON THE RIGHT.  0.85 MILES WSW
 EB1707'OF INTERSECTION WITH MAIN ENTRANCE TO BAY TREE LAKES.
 EB1707'
 EB1707'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ACROSS
 EB1707'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB1707'PROJECTING 3 INCH ABOVE THE SURFACE OF THE GROUND.
 EB1707'
 EB1707'MARK IS
 EB1707'
 EB1707'49.0 FEET WNW OF C/L OF NC 41.
 EB1707'171.0 FEET NE OF C/L OF WOODS PATH (NORTH).
 EB1707'16.1 FEET ESE OF PP NO. 36414 W/ALUMINUM REF. TAG.
 EB1707'49.9 FEET SW OF 12 INCH PINE W/ALUMINUM REF. TAG.
 EB1707
 EB1707                          STATION RECOVERY (1979)
 EB1707
 EB1707'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (HGG)
 EB1707'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB1707
 EB1707                          STATION RECOVERY (1979)
 EB1707
 EB1707'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1707'4.1 MI ENE FROM WHITE LAKE.
 EB1707'3.4 MILES WEST
 EB1707'ALONG NC 41 FROM INTERSECTION WITH NC 210 EAST-NORTHEAST
 EB1707'OF WHITE LAKE, TO STATION NORTHWEST OF HIGHWAY AND 0.85
 EB1707'MILE WEST-SOUTHWEST OF MAIN ENTRANCE TO BAY TREE LAKES,  49.3 FEET
 EB1707'NORTHWEST OF CENTERLINE OF NC 41, 171.0 FEET NORTHEAST OF CENTERLINE
 EB1707'WOODS PATH, 16.1 FEET EAST-SOUTHEAST OF POWER POLE 36414 WITH
 EB1707'REFERENCE TAG, AND 49.9 FEET SOUTHWEST OF A 12 INCH PINE WITH
 EB1707'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3245 ***********************************************************************
 FB3245  DESIGNATION -  ACTON
 FB3245  PID         -  FB3245
 FB3245  STATE/COUNTY-  NC/BUNCOMBE
 FB3245  USGS QUAD   -  ENKA (1990)
 FB3245
 FB3245                         *CURRENT SURVEY CONTROL
 FB3245  ___________________________________________________________________
 FB3245* NAD 83(2001)-  35 33 35.19624(N)    082 38 30.48606(W)     ADJUSTED  
 FB3245* NAVD 88     -       652.5    (meters)    2141.     (feet)  VERTCON   
 FB3245  ___________________________________________________________________
 FB3245  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 FB3245  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 FB3245  HORZ ORDER  -  SECOND
 FB3245
 FB3245.The horizontal coordinates were established by classical geodetic methods
 FB3245.and adjusted by the National Geodetic Survey in August 2005.
 FB3245
 FB3245.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3245
 FB3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3245
 FB3245.The geoid height was determined by GEOID03.
 FB3245
 FB3245;                    North         East     Units Scale Factor Converg.
 FB3245;SPC NC       -   206,814.776   279,539.105   MT  0.99988699   -2 06 07.0
 FB3245;SPC NC       -   678,524.81    917,121.21   sFT  0.99988699   -2 06 07.0
 FB3245;UTM  17      - 3,936,363.042   351,203.665   MT  0.99987284   -0 57 17.9
 FB3245
 FB3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3245!SPC NC       -   0.99990224  x   0.99988699  =   0.99978924
 FB3245!UTM  17      -   0.99990224  x   0.99987284  =   0.99977509
 FB3245
 FB3245:                Primary Azimuth Mark                     Grid Az
 FB3245:SPC NC       -  ASHNOCA                                  101 03 57.1
 FB3245:UTM  17      -  ASHNOCA                                  099 55 08.0
 FB3245
 FB3245|---------------------------------------------------------------------|
 FB3245| PID    Reference Object                     Distance      Geod. Az  |
 FB3245|                                                           dddmmss.s |
 FB3245| FB3244 ASHNOCA                             APPROX. 1.4 KM 0985750.1 |
 FB3245|---------------------------------------------------------------------|
 FB3245
 FB3245                          SUPERSEDED SURVEY CONTROL
 FB3245
 FB3245  NAD 83(1995)-  35 33 35.19716(N)    082 38 30.48654(W) AD(       ) 2
 FB3245  NAD 83(1986)-  35 33 35.20413(N)    082 38 30.48563(W) AD(       ) 2
 FB3245  NAD 27      -  35 33 34.81044(N)    082 38 31.01837(W) AD(       ) 2
 FB3245  NGVD 29 (07/19/86)  652.6    (m)         2141.     (f) VERT ANG    3  
 FB3245
 FB3245.Superseded values are not recommended for survey control.
 FB3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3245.See file dsdata.txt to determine how the superseded data were derived.
 FB3245
 FB3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5120436363(NAD 83)
 FB3245_MARKER: DE = TRAVERSE STATION DISK
 FB3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3245_STAMPING: ACTION 1978
 FB3245_MARK LOGO: NCGS  
 FB3245_PROJECTION: FLUSH
 FB3245_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3245+STABILITY: SURFACE MOTION
 FB3245
 FB3245  HISTORY     - Date     Condition        Report By
 FB3245  HISTORY     - 1978     MONUMENTED       NCGS
 FB3245  HISTORY     - 19870101 GOOD             NCGS
 FB3245
 FB3245                          STATION DESCRIPTION
 FB3245
 FB3245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3245'THE STATION IS LOCATED ALONG I-40. APPROXIMATELY 0.9 MILE NORTHEAST OF
 FB3245'ENKA AND 5.5 MILES SOUTHWEST OF ASHEVILLE.
 FB3245'
 FB3245'TO REACH THE STATION FROM THE I-40 OVERPASS OF US 19-23 WEST OF
 FB3245'ASHEVILLE, PROCEED WEST ALONG I-40 FOR 0.2 MILE TO STATION ON RIGHT,
 FB3245'IN SHOULDER IN AREA NEAR CONVERGING ENTRANCE RAMP TO I-40 AT A SIGN
 FB3245'POST.
 FB3245'
 FB3245'STATION MARK IS A STANDARD DISK STAMPED---ACTON 1978---, SET IN THE
 FB3245'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3245'THE MARK IS 23.8 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANES, 2.0
 FB3245'FEET SOUTH OF SOUTHERNMOST SIGN POST, 23.7 FEET EAST-SOUTHEAST OF
 FB3245'LIGHT POLE AND 111.2 FEET (SLOPE) WEST-SOUTHWEST OF WEST END OF
 FB3245'CONCRETE DRAINAGE COVER.
 FB3245
 FB3245                          STATION RECOVERY (1987)
 FB3245
 FB3245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 FB3245'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.  LINES OF SIGHT
 FB3245'ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2161 ***********************************************************************
 AI2161  SACS        -  This is a Secondary Airport Control Station.
 AI2161  DESIGNATION -  ACZ A
 AI2161  PID         -  AI2161
 AI2161  STATE/COUNTY-  NC/PENDER
 AI2161  USGS QUAD   -  WALLACE WEST (1984)
 AI2161
 AI2161                         *CURRENT SURVEY CONTROL
 AI2161  ___________________________________________________________________
 AI2161* NAD 83(2007)-  34 43 08.05167(N)    078 00 11.34439(W)     ADJUSTED  
 AI2161* NAVD 88     -         9.498  (meters)      31.16   (feet)  ADJUSTED  
 AI2161  ___________________________________________________________________
 AI2161  EPOCH DATE  -        2002.00
 AI2161  X           -   1,090,885.787 (meters)                     COMP
 AI2161  Y           -  -5,133,602.441 (meters)                     COMP
 AI2161  Z           -   3,612,263.289 (meters)                     COMP
 AI2161  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AI2161  ELLIP HEIGHT-         -26.604 (meters)          (02/10/07) ADJUSTED
 AI2161  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 AI2161  DYNAMIC HT  -           9.489 (meters)      31.13  (feet)  COMP
 AI2161
 AI2161  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2161  Type    PID    Designation                      North   East  Ellip
 AI2161  -------------------------------------------------------------------
 AI2161  NETWORK AI2161 ACZ A                             0.61   0.51   2.47
 AI2161  -------------------------------------------------------------------
 AI2161  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 AI2161
 AI2161  VERT ORDER  -  SECOND    CLASS II
 AI2161
 AI2161.This mark is at Henderson Field Airport (ACZ)
 AI2161
 AI2161.The horizontal coordinates were established by GPS observations
 AI2161.and adjusted by the National Geodetic Survey in February 2007.
 AI2161
 AI2161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2161.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2161.The horizontal coordinates are valid at the epoch date displayed above.
 AI2161.The epoch date for horizontal control is a decimal equivalence
 AI2161.of Year/Month/Day.
 AI2161
 AI2161.The orthometric height was determined by differential leveling
 AI2161.and adjusted in August 2000.
 AI2161.No vertical observational check was made to the station.
 AI2161
 AI2161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2161
 AI2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2161
 AI2161.The ellipsoidal height was determined by GPS observations
 AI2161.and is referenced to NAD 83.
 AI2161
 AI2161.The geoid height was determined by GEOID03.
 AI2161
 AI2161.The dynamic height is computed by dividing the NAVD 88
 AI2161.geopotential number by the normal gravity value computed on the
 AI2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2161.degrees latitude (g = 980.6199 gals.).
 AI2161
 AI2161.The modeled gravity was interpolated from observed gravity values.
 AI2161
 AI2161;                    North         East     Units Scale Factor Converg.
 AI2161;SPC NC       -   107,939.957   700,902.579   MT  0.99991554   +0 34 31.3
 AI2161;SPC NC       -   354,133.01  2,299,544.54   sFT  0.99991554   +0 34 31.3
 AI2161;UTM  17      - 3,845,961.314   774,443.613   MT  1.00052844   +1 42 28.5
 AI2161;UTM  18      - 3,845,978.547   224,979.040   MT  1.00053236   -1 42 41.5
 AI2161
 AI2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2161!SPC NC       -   1.00000418  x   0.99991554  =   0.99991972
 AI2161!UTM  17      -   1.00000418  x   1.00052844  =   1.00053262
 AI2161!UTM  18      -   1.00000418  x   1.00053236  =   1.00053654
 AI2161
 AI2161                          SUPERSEDED SURVEY CONTROL
 AI2161
 AI2161  NAD 83(2001)-  34 43 08.05190(N)    078 00 11.34400(W) AD(       ) 1
 AI2161  ELLIP H (02/10/03)  -26.597  (m)                       GP(       ) 4 2
 AI2161  NAD 83(1995)-  34 43 08.05220(N)    078 00 11.34339(W) AD(       ) 1
 AI2161  ELLIP H (12/23/99)  -26.606  (m)                       GP(       ) 4 2
 AI2161  NAVD 88 (12/23/99)    9.50   (m)           31.2    (f) LEVELING    3  
 AI2161
 AI2161.Superseded values are not recommended for survey control.
 AI2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2161.See file dsdata.txt to determine how the superseded data were derived.
 AI2161
 AI2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7444445961(NAD 83)
 AI2161_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2161_STAMPING: ACZ A
 AI2161_MARK LOGO: NGS   
 AI2161_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2161+STABILITY: SURFACE MOTION
 AI2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2161+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2161
 AI2161  HISTORY     - Date     Condition        Report By
 AI2161  HISTORY     - 1997     MONUMENTED       NCGS
 AI2161
 AI2161                          STATION DESCRIPTION
 AI2161
 AI2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI2161'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF WALLACE
 AI2161'AND 12.4 MI (20.0 KM) NORTH-NORTHWEST OF BURGAW, AT THE HENDERSON
 AI2161'FIELD AIRPORT. PROCEED ALONG NC 41 (MAIN STREET) FOR 0.6 MI (1.0 KM)
 AI2161'WEST FROM US 117, IN WALLACE, TO SR 1165 (ROCKFISH ST), THENCE SOUTH
 AI2161'ALONG SR 1165 (CROSSING INTO PENDER COUNTY 1165 BECOMES SR 1307
 AI2161'(WALLACE AIRPORT RD)FOR 1.0 MI (1.6 KM) TO SR 1350 (HENDERSON FIELD
 AI2161'RD), THENCE ALONG SR 1350 FOR 0.25 MI (0.40 KM) EAST TO THE OPERATIONS
 AI2161'BUILDING AND GATE, PASS THROUGH GATE, PROCEED SOUTHEAST ACROSS APRON
 AI2161'FOR ABOUT 4OO-FEET TO WINDSOCK AND STATION INSIDE CIRCLE FORMED BY
 AI2161'RECTANGULAR CONCRETE PADS. MARK IS ABOUT LEVEL WITH THE RUNWAY AND
 AI2161'FLUSH WITH THE GROUND. LOCATD 357.2 FT (108.9 M) NORTHWEST OF THE
 AI2161'CENTERLINE OF RUNWAY, 48.0 FT (14.6 M) NORTHWEST OF WINDSOCK, 102.7 FT
 AI2161'(31.3 M) NORTHEAST OF SOUTHEAST CORNER OF APRON, 85.0 FT (25.9 M) EAST
 AI2161'OF EAST EDGE OF APRON, 111.2 FT (33.9 M) SOUTH OF EAST END OF SOUTHERN
 AI2161'MOST LARGE ABOVE GROUND FUEL STORAGE TANK, AND 3.2 FT (1.0 M) SOUTH OF
 AI2161'SOUTH CORNER OF CONCRETE PAD. THIS STATION IS DESIGNATED AS A
 AI2161'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0522 ***********************************************************************
 EB0522  DESIGNATION -  ADAMS
 EB0522  PID         -  EB0522
 EB0522  STATE/COUNTY-  NC/COLUMBUS
 EB0522  USGS QUAD   -  CLARKTON (1987)
 EB0522
 EB0522                         *CURRENT SURVEY CONTROL
 EB0522  ___________________________________________________________________
 EB0522* NAD 83(2001)-  34 26 47.87560(N)    078 43 25.62717(W)     ADJUSTED  
 EB0522* NAVD 88     -        23.895  (meters)      78.40   (feet)  ADJUSTED  
 EB0522  ___________________________________________________________________
 EB0522  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EB0522  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0522  DYNAMIC HT  -          23.872 (meters)      78.32  (feet)  COMP
 EB0522  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 EB0522
 EB0522  HORZ ORDER  -  SECOND
 EB0522  VERT ORDER  -  SECOND    CLASS II
 EB0522
 EB0522.The horizontal coordinates were established by classical geodetic methods
 EB0522.and adjusted by the National Geodetic Survey in August 2005.
 EB0522
 EB0522.The orthometric height was determined by differential leveling
 EB0522.and adjusted in June 1991.
 EB0522
 EB0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0522
 EB0522.The geoid height was determined by GEOID03.
 EB0522
 EB0522.The dynamic height is computed by dividing the NAVD 88
 EB0522.geopotential number by the normal gravity value computed on the
 EB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0522.degrees latitude (g = 980.6199 gals.).
 EB0522
 EB0522.The modeled gravity was interpolated from observed gravity values.
 EB0522
 EB0522;                    North         East     Units Scale Factor Converg.
 EB0522;SPC NC       -    77,314.788   634,984.145   MT  0.99997055   +0 09 33.9
 EB0522;SPC NC       -   253,656.93  2,083,277.15   sFT  0.99997055   +0 09 33.9
 EB0522;UTM  17      - 3,814,029.773   709,116.937   MT  1.00013905   +1 17 16.7
 EB0522
 EB0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0522!SPC NC       -   1.00000166  x   0.99997055  =   0.99997221
 EB0522!UTM  17      -   1.00000166  x   1.00013905  =   1.00014071
 EB0522
 EB0522:                Primary Azimuth Mark                     Grid Az
 EB0522:SPC NC       -  HEDGRO                                   219 13 56.0
 EB0522:UTM  17      -  HEDGRO                                   218 06 13.2
 EB0522
 EB0522|---------------------------------------------------------------------|
 EB0522| PID    Reference Object                     Distance      Geod. Az  |
 EB0522|                                                           dddmmss.s |
 EB0522| EB0523 HEDGRO                              APPROX. 0.9 KM 2192329.9 |
 EB0522|---------------------------------------------------------------------|
 EB0522
 EB0522                          SUPERSEDED SURVEY CONTROL
 EB0522
 EB0522  NAD 83(1986)-  34 26 47.88074(N)    078 43 25.63219(W) AD(       ) 2
 EB0522  NAD 27      -  34 26 47.27923(N)    078 43 26.57402(W) AD(       ) 2
 EB0522  NGVD 29 (??/??/92)   24.200  (m)           79.40   (f) ADJ UNCH    2 2
 EB0522
 EB0522.Superseded values are not recommended for survey control.
 EB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0522.See file dsdata.txt to determine how the superseded data were derived.
 EB0522
 EB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0911714030(NAD 83)
 EB0522_MARKER: DE = TRAVERSE STATION DISK
 EB0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0522_STAMPING: ADAMS 1973
 EB0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0522+STABILITY: SURFACE MOTION
 EB0522
 EB0522  HISTORY     - Date     Condition        Report By
 EB0522  HISTORY     - 1973     MONUMENTED       NCGS
 EB0522  HISTORY     - 1974     GOOD             NCGS
 EB0522
 EB0522                          STATION DESCRIPTION
 EB0522
 EB0522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0522'ADAMS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0522'VICINITY OF CLARKTON, NORTH CAROLINA.
 EB0522'
 EB0522'ADAMS IS LOCATED APPROXIMATELY 4.7 MILES SW OF CLARKTON, AND 7.5
 EB0522'MILES NNW OF WHITEVILLE.  TO REACH STATION FROM Y-INTERSECTION OF US
 EB0522'701 WITH NC 131 OF WHITEVILLE.  PROCEED NORTH ALONG US 701 FOR 2.25
 EB0522'MILES TO DRIVEWAY LEFT.  0.85 MILE SW OF INTERSECTION WITH SR 1544
 EB0522'(WEST), THENCE NW ALONG DRIVEWAY FOR APPROXIMATELY 100 FEET TO
 EB0522'STATION ON THE RIGHT (NE SIDE).
 EB0522'
 EB0522'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ADAMS
 EB0522'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB0522'INCHES BELOW THE SURFACE OF THE GROUND.
 EB0522'
 EB0522'MARK IS
 EB0522'
 EB0522'120.2 FEET NNW OF INTERSECTION OF US 701 WITH DRIVEWAY WEST.
 EB0522'10.0 FEET NE OF C/L OF DRIVEWAY.
 EB0522'47.1 FEET NW OF 6 INCH POST WITH TELEPHONE JUNCTION BOX W/ALUMINUM
 EB0522'REF. TAG.
 EB0522'216.8 FEET ENE OF POWER SERVICE POLE W/ALUMINUM REF. TAG.
 EB0522'83.2 FEET NNW OF SOUTHERN END OF CONCRETE CULVERT UNDER
 EB0522'DRIVEWAY.
 EB0522
 EB0522                          STATION RECOVERY (1974)
 EB0522
 EB0522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0522'4.7 MI SW FROM CLARKTON.
 EB0522'ADAMS IS LOCATED APPROXIMATELY 7.5 MILES NNW OF WHITEVILLE.  TO
 EB0522'REACH STATION FROM Y-INTERSECTION OF US 701 WITH NC 131 NNW OF
 EB0522'WHITEVILLE, PROCEED NORTH ALONG US 701 FOR 2.25 MILES TO DRIVEWAY
 EB0522'LEFT, 0.85 MILE SW OF INTERSECTION WITH SR 1544 (WEST), THENCE
 EB0522'NW ALONG DRIVEWAY FOR APPROXIMATELY 100 FT TO STATION ON THE
 EB0522'RIGHT (NE SIDE), 120.2 FT NNW OF INTERSECTION OF US 701 WITH
 EB0522'DRIVEWAY WEST, 10.0 FT NE OF C/L OF DRIVEWAY, 47.1 FT NW OF
 EB0522'6 IN POST WITH TELEPHONE JUNCTION BOX 216.8 FT ENE OF POWER
 EB0522'SERVICE POLE AND 83.2 FT NNW OF SOUTHERN END OF CONCRETE CULVERT
 EB0522'UNDER DRIVEWAY.  DISK IS SET IN CONCRETE CYLINDER, 6 INCHES
 EB0522'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0443 ***********************************************************************
 FA0443  DESIGNATION -  ADAMS
 FA0443  PID         -  FA0443
 FA0443  STATE/COUNTY-  NC/MECKLENBURG
 FA0443  USGS QUAD   -  MINT HILL (1993)
 FA0443
 FA0443                         *CURRENT SURVEY CONTROL
 FA0443  ___________________________________________________________________
 FA0443* NAD 83(2001)-  35 09 29.33904(N)    080 43 35.88502(W)     ADJUSTED  
 FA0443* NAVD 88     -       211.129  (meters)     692.68   (feet)  ADJUSTED  
 FA0443  ___________________________________________________________________
 FA0443  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FA0443  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FA0443  DYNAMIC HT  -         210.936 (meters)     692.05  (feet)  COMP
 FA0443  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FA0443
 FA0443  HORZ ORDER  -  SECOND
 FA0443  VERT ORDER  -  SECOND    CLASS 0
 FA0443
 FA0443.The horizontal coordinates were established by classical geodetic methods
 FA0443.and adjusted by the National Geodetic Survey in August 2005.
 FA0443
 FA0443.The orthometric height was determined by differential leveling
 FA0443.and adjusted in June 1991.
 FA0443
 FA0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0443
 FA0443.The geoid height was determined by GEOID03.
 FA0443
 FA0443.The dynamic height is computed by dividing the NAVD 88
 FA0443.geopotential number by the normal gravity value computed on the
 FA0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0443.degrees latitude (g = 980.6199 gals.).
 FA0443
 FA0443.The modeled gravity was interpolated from observed gravity values.
 FA0443
 FA0443;                    North         East     Units Scale Factor Converg.
 FA0443;SPC NC       -   157,573.865   452,311.532   MT  0.99987392   -0 59 47.6
 FA0443;SPC NC       -   516,973.59  1,483,958.75   sFT  0.99987392   -0 59 47.6
 FA0443;UTM  17      - 3,890,615.699   524,896.975   MT  0.99960764   +0 09 26.7
 FA0443
 FA0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0443!SPC NC       -   0.99997161  x   0.99987392  =   0.99984553
 FA0443!UTM  17      -   0.99997161  x   0.99960764  =   0.99957926
 FA0443
 FA0443:                Primary Azimuth Mark                     Grid Az
 FA0443:SPC NC       -  WILLIAMS                                 055 30 03.5
 FA0443:UTM  17      -  WILLIAMS                                 054 20 49.2
 FA0443
 FA0443|---------------------------------------------------------------------|
 FA0443| PID    Reference Object                     Distance      Geod. Az  |
 FA0443|                                                           dddmmss.s |
 FA0443| FA0442 WILLIAMS                            APPROX. 0.5 KM 0543015.9 |
 FA0443| FA0350 PLOWMAN                             APPROX. 0.6 KM 2184120.5 |
 FA0443|---------------------------------------------------------------------|
 FA0443
 FA0443                          SUPERSEDED SURVEY CONTROL
 FA0443
 FA0443  NAD 83(1986)-  35 09 29.35671(N)    080 43 35.89096(W) AD(       ) 2
 FA0443  NAD 27      -  35 09 28.82416(N)    080 43 36.63945(W) AD(       ) 2
 FA0443  NGVD 29 (??/??/92)  211.355  (m)          693.42   (f) ADJ UNCH    2 0
 FA0443
 FA0443.Superseded values are not recommended for survey control.
 FA0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0443.See file dsdata.txt to determine how the superseded data were derived.
 FA0443
 FA0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2489790616(NAD 83)
 FA0443_MARKER: DE = TRAVERSE STATION DISK
 FA0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0443_STAMPING: ADAMS 1970
 FA0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0443
 FA0443  HISTORY     - Date     Condition        Report By
 FA0443  HISTORY     - 1970     MONUMENTED       NCGS
 FA0443  HISTORY     - 1972     GOOD             NCGS
 FA0443  HISTORY     - 1977     GOOD             LOCSUR
 FA0443  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FA0443  HISTORY     - 19860303 GOOD             LOCSUR
 FA0443  HISTORY     - 1987     GOOD             USPSQD
 FA0443  HISTORY     - 1988     GOOD             USPSQD
 FA0443  HISTORY     - 1989     GOOD             USPSQD
 FA0443
 FA0443                          STATION DESCRIPTION
 FA0443
 FA0443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0443'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0443'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0443'
 FA0443'ADAMS IS LOCATED APPROXIMATELY 8.0 MILES SOUTHEAST OF CHARLOTTE.  TO
 FA0443'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND SR 3169, GO
 FA0443'NORTH ON SR 3169 FOR 0.35 MILE TO INTERSECTION OF SR 3169 AND SR
 FA0443'3156, PROCEED NORTHEAST ON SR 3156 0.1 MILE TO DRIVEWAY ON RIGHT (E)
 FA0443'SIDE OF SR 3156, CONTINUE ON DRIVEWAY 0.05 MILE TO A LARGE TWO STORY
 FA0443'WHITE FRAME ISOLATED FARMHOUSE AND STATION ON LEFT (E) SIDE OF
 FA0443'DRIVE.  STATION IS ON NORTH SIDE OF HOUSE, AT NORTH EDGE OF
 FA0443'LAWN, AND ABOUT 4 FEET SOUTH OF PASTURE FENCE.
 FA0443'
 FA0443'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ADAMS
 FA0443'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA0443'FLUSH WITH THE SURFACE OF THE GROUND.
 FA0443'
 FA0443'MARK IS
 FA0443'43.6 FEET E OF C/L OF GRAVEL DRIVE.
 FA0443'32.6 FEET E OF ALUMINUM REF. TAG ON TOP OF CORNER PASTURE FENCE
 FA0443'POST.  54.2 FEET N OF BASE OF 24 INCH OAK.
 FA0443'68.4 FEET NW OF BASE OF 24 INCH HICKORY.
 FA0443'88.8 FEET N OF ALUMINUM REF. TAG ON PP.
 FA0443'24.0 FEET SW OF ALUMINUM REF. TAG ON 5TH PASTURE FENCE POST
 FA0443'FROM CORNER.
 FA0443'98.0 FEET NW OF NW CORNER OF CINDER BLOCK PUMP HOUSE.
 FA0443
 FA0443                          STATION RECOVERY (1972)
 FA0443
 FA0443'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0443'3 MI N FROM MATTHEWS.
 FA0443'STATION IS LOCATED 8.1 MI. SE OF DOWNTOWN CHARLOTTE, AND ABOUT
 FA0443'0.45 MI. E ALONG SR 3169 AND SR 3156 FROM INTERSECTION WITH
 FA0443'U.S. 74, 0.1 MI. E ALONG SR 3156 FROM INTERSECTION WITH SR 3169,
 FA0443'APPROXIMATELY 250 FEET S ALONG A GRAVEL DRIVE LEADING TO A LARGE
 FA0443'TWO STORY WHITE FRAME FARM HOUSE, 43.6 FT E OF C/L OF GRAVEL
 FA0443'DRIVE, 4.0 FT S OF A PASTURE FENCE, 32.6 FT E OF ALUMINUM REF.
 FA0443'TAG ON TOP OF A CORNER FENCE POST, 54.2 FT N OF BASE OF A 24 INCH
 FA0443'OAK, 88.8 FT N OF ALUMINUM REF. TAG ON PP AND 98.0 FT NW OF A
 FA0443'CINDER BLOCK PUMP HOUSE.  MARK IS FLUSH WITH THE GROUND.
 FA0443
 FA0443                          STATION RECOVERY (1977)
 FA0443
 FA0443'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0443'RECOVERED IN GOOD CONDITION.
 FA0443
 FA0443                          STATION RECOVERY (1985)
 FA0443
 FA0443'RECOVERY NOTE BY US POWER SQUADRON 1985 (LJL)
 FA0443'MARK NOT FOUND.
 FA0443
 FA0443                          STATION RECOVERY (1986)
 FA0443
 FA0443'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DO)
 FA0443'RECOVERED IN GOOD CONDITION.
 FA0443
 FA0443                          STATION RECOVERY (1987)
 FA0443
 FA0443'RECOVERY NOTE BY US POWER SQUADRON 1987 (LFH)
 FA0443'RECOVERED IN GOOD CONDITION.
 FA0443
 FA0443                          STATION RECOVERY (1988)
 FA0443
 FA0443'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0443'RECOVERED IN GOOD CONDITION.
 FA0443
 FA0443                          STATION RECOVERY (1989)
 FA0443
 FA0443'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1257 ***********************************************************************
 EY1257  DESIGNATION -  ADAMS
 EY1257  PID         -  EY1257
 EY1257  STATE/COUNTY-  NC/WILSON
 EY1257  USGS QUAD   -  SARATOGA (1978)
 EY1257
 EY1257                         *CURRENT SURVEY CONTROL
 EY1257  ___________________________________________________________________
 EY1257* NAD 83(2001)-  35 44 15.39685(N)    077 48 12.53122(W)     ADJUSTED  
 EY1257* NAVD 88     -        37.651  (meters)     123.53   (feet)  ADJUSTED  
 EY1257  ___________________________________________________________________
 EY1257  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EY1257  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EY1257  DYNAMIC HT  -          37.619 (meters)     123.42  (feet)  COMP
 EY1257  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 EY1257
 EY1257  HORZ ORDER  -  SECOND
 EY1257  VERT ORDER  -  SECOND    CLASS I
 EY1257
 EY1257.The horizontal coordinates were established by classical geodetic methods
 EY1257.and adjusted by the National Geodetic Survey in August 2005.
 EY1257
 EY1257.The orthometric height was determined by differential leveling
 EY1257.and adjusted in June 1991.
 EY1257
 EY1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1257
 EY1257.The geoid height was determined by GEOID03.
 EY1257
 EY1257.The dynamic height is computed by dividing the NAVD 88
 EY1257.geopotential number by the normal gravity value computed on the
 EY1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1257.degrees latitude (g = 980.6199 gals.).
 EY1257
 EY1257.The modeled gravity was interpolated from observed gravity values.
 EY1257
 EY1257;                    North         East     Units Scale Factor Converg.
 EY1257;SPC NC       -   221,141.086   717,827.506   MT  0.99990845   +0 41 26.1
 EY1257;SPC NC       -   725,527.05  2,355,072.41   sFT  0.99990845   +0 41 26.1
 EY1257;UTM  18      - 3,958,470.816   246,462.172   MT  1.00039219   -1 38 17.9
 EY1257
 EY1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1257!SPC NC       -   0.99999959  x   0.99990845  =   0.99990804
 EY1257!UTM  18      -   0.99999959  x   1.00039219  =   1.00039178
 EY1257
 EY1257:                Primary Azimuth Mark                     Grid Az
 EY1257:SPC NC       -  BARNES                                   070 12 37.1
 EY1257:UTM  18      -  BARNES                                   072 32 21.1
 EY1257
 EY1257|---------------------------------------------------------------------|
 EY1257| PID    Reference Object                     Distance      Geod. Az  |
 EY1257|                                                           dddmmss.s |
 EY1257| EY1256 BARNES                              APPROX. 0.7 KM 0705403.2 |
 EY1257|---------------------------------------------------------------------|
 EY1257
 EY1257                          SUPERSEDED SURVEY CONTROL
 EY1257
 EY1257  NAD 83(1986)-  35 44 15.40585(N)    077 48 12.54065(W) AD(       ) 2
 EY1257  NAD 27      -  35 44 14.83871(N)    077 48 13.61209(W) AD(       ) 2
 EY1257  NGVD 29 (??/??/92)   37.978  (m)          124.60   (f) ADJ UNCH    2 1
 EY1257
 EY1257.Superseded values are not recommended for survey control.
 EY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1257.See file dsdata.txt to determine how the superseded data were derived.
 EY1257
 EY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4646258471(NAD 83)
 EY1257_MARKER: DD = SURVEY DISK
 EY1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1257_STAMPING: ADAMS 1975
 EY1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1257+STABILITY: SURFACE MOTION
 EY1257
 EY1257  HISTORY     - Date     Condition        Report By
 EY1257  HISTORY     - 1975     MONUMENTED       NCGS
 EY1257  HISTORY     - 1976     GOOD             NCGS
 EY1257
 EY1257                          STATION DESCRIPTION
 EY1257
 EY1257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1257'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1257'THE VICINITY OF WILSON, NORTH CAROLINA.
 EY1257'
 EY1257'ADAMS IS LOCATED APPROXIMATELY 6.1 MILES EAST OF WILSON, AND
 EY1257'5.8 MILES SE OF ELM CITY.  TO REACH STATION FROM THE NC 42 OVERPASS
 EY1257'OF U.S. 301 AT NE EDGE OF WILSON, PROCEED EAST ALONG NC 42 FOR 4.4
 EY1257'MILES TO STATION ON LEFT IN NORTH SHOULDER OF ROAD, AT C. A. ADAMS
 EY1257'MAILBOX, APPROXIMATELY 130 FEET SOUTH OF THE ADAMS 1-1/2 STORY
 EY1257'WHITE FRAME HOUSE, AND 0.15 MILE EAST OF T-INTERSECTION WITH
 EY1257'SR 1430 (NW).
 EY1257'
 EY1257'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1257'ADAMS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1257'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY1257'
 EY1257'MARK IS 20.4 FT NNW OF C/L OF NC 42
 EY1257'
 EY1257'13.1 FT WSW OF C/L OF DRIVEWAY TO ADAMS RESIDENCE
 EY1257'
 EY1257'129.4 FT SSE OF CENTER OF BOTTOM STEP TO FRONT ENTRANCE OF
 EY1257'RESIDENCE
 EY1257'
 EY1257'57.1 FT E OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY1257'
 EY1257'66.8 FT NNE OF TP 157 WITH PEDESTAL AND ALUMINUM REF. TAG
 EY1257'
 EY1257'45.9 FT SW OF SOUTHERNMOST NATURAL GAS SUPPLY LINE
 EY1257
 EY1257                          STATION RECOVERY (1976)
 EY1257
 EY1257'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1257'6.1 MI E FROM WILSON.
 EY1257'TO REACH STATION FROM THE NC 42 OVERPASS OF US 301 AT NORTHEAST EDGE
 EY1257'OF WILSON, PROCEED EAST ALONG NC 42 FOR 4.4 MILES TO STATION ON LEFT
 EY1257'IN NORTH SHOULDER OF ROAD, AT C.A. ADAMS MAILBOX, APPROXIMATELY 130
 EY1257'FEET SOUTH OF THE ADAMS ONE AND A HALF STORY WHITE FRAME RESIDENCE,
 EY1257'0.15 MILE EAST OF T INTERSECTION WITH SR 1430 (NW), 20.4 FT. NNW OF
 EY1257'CENTERLINE OF NC 42, 13.1 FT. WSW OF CENTERLINE OF DRIVEWAY TO ADAMS
 EY1257'RESIDENCE, 129.4 FT. SSE OF CENTER OF BOTTOM STEP TO FRONT ENTRANCE OF
 EY1257'RESIDENCE, 57.1 FT. E OF POWER POLE WITH TRANSFORMER AND ALUMINUM REF.
 EY1257'TAG, 66.8 FT. NNE OF TP NO. 157 WITH PEDESTAL AND ALUMINUM REF. TAG
 EY1257'AND 45.9 FT. SW OF SOUTHERNMOST NATURAL GAS SUPPLY LINE.  DISK IS SET
 EY1257'IN THE TOP OF A CONCRETE CYLINDER 1 INCH BELOW THE SURFACE OF THE
 EY1257'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1037 ***********************************************************************
 EZ1037  DESIGNATION -  ADAMS
 EZ1037  PID         -  EZ1037
 EZ1037  STATE/COUNTY-  NC/WAKE
 EZ1037  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ1037
 EZ1037                         *CURRENT SURVEY CONTROL
 EZ1037  ___________________________________________________________________
 EZ1037* NAD 83(2001)-  35 35 40.18456(N)    078 45 59.61559(W)     ADJUSTED  
 EZ1037* NAVD 88     -       126.211  (meters)     414.08   (feet)  ADJUSTED  
 EZ1037  ___________________________________________________________________
 EZ1037  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 EZ1037  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 EZ1037  DYNAMIC HT  -         126.100 (meters)     413.71  (feet)  COMP
 EZ1037  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 EZ1037
 EZ1037  HORZ ORDER  -  SECOND
 EZ1037  VERT ORDER  -  SECOND    CLASS 0
 EZ1037
 EZ1037.The horizontal coordinates were established by classical geodetic methods
 EZ1037.and adjusted by the National Geodetic Survey in August 2005.
 EZ1037
 EZ1037.The orthometric height was determined by differential leveling
 EZ1037.and adjusted in June 1991.
 EZ1037
 EZ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1037
 EZ1037.The geoid height was determined by GEOID03.
 EZ1037
 EZ1037.The dynamic height is computed by dividing the NAVD 88
 EZ1037.geopotential number by the normal gravity value computed on the
 EZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1037.degrees latitude (g = 980.6199 gals.).
 EZ1037
 EZ1037.The modeled gravity was interpolated from observed gravity values.
 EZ1037
 EZ1037;                    North         East     Units Scale Factor Converg.
 EZ1037;SPC NC       -   204,636.359   630,753.928   MT  0.99989043   +0 08 05.0
 EZ1037;SPC NC       -   671,377.79  2,069,398.51   sFT  0.99989043   +0 08 05.0
 EZ1037;UTM  17      - 3,941,269.674   702,336.766   MT  1.00010453   +1 18 01.5
 EZ1037
 EZ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1037!SPC NC       -   0.99998534  x   0.99989043  =   0.99987577
 EZ1037!UTM  17      -   0.99998534  x   1.00010453  =   1.00008986
 EZ1037
 EZ1037:                Primary Azimuth Mark                     Grid Az
 EZ1037:SPC NC       -  TOP                                      069 20 16.1
 EZ1037:UTM  17      -  TOP                                      068 10 19.6
 EZ1037
 EZ1037|---------------------------------------------------------------------|
 EZ1037| PID    Reference Object                     Distance      Geod. Az  |
 EZ1037|                                                           dddmmss.s |
 EZ1037| EZ1036 TOP                                 477.799 METERS 0692821.1 |
 EZ1037| EZ1038 SUNSET                              APPROX. 0.7 KM 2510436.1 |
 EZ1037|---------------------------------------------------------------------|
 EZ1037
 EZ1037                          SUPERSEDED SURVEY CONTROL
 EZ1037
 EZ1037  NAD 83(1986)-  35 35 40.18327(N)    078 45 59.62522(W) AD(       ) 2
 EZ1037  NAD 27      -  35 35 39.62628(N)    078 46 00.59121(W) AD(       ) 2
 EZ1037  NGVD 29 (??/??/92)  126.479  (m)          414.96   (f) ADJ UNCH    2 0
 EZ1037
 EZ1037.Superseded values are not recommended for survey control.
 EZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1037.See file dsdata.txt to determine how the superseded data were derived.
 EZ1037
 EZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0233741270(NAD 83)
 EZ1037_MARKER: DE = TRAVERSE STATION DISK
 EZ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1037_SP_SET: CONCRETE POST
 EZ1037_STAMPING: ADAMS 1967
 EZ1037_MARK LOGO: NCGS  
 EZ1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1037+STABILITY: SURFACE MOTION
 EZ1037
 EZ1037  HISTORY     - Date     Condition        Report By
 EZ1037  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1037  HISTORY     - 1972     GOOD             NCGS
 EZ1037  HISTORY     - 1973     GOOD             NCGS
 EZ1037  HISTORY     - 1973     GOOD             NCGS
 EZ1037  HISTORY     - 1976     GOOD             NGS
 EZ1037  HISTORY     - 19830101 GOOD             NCGS
 EZ1037  HISTORY     - 19990812 MARK NOT FOUND   NCGS
 EZ1037
 EZ1037                          STATION DESCRIPTION
 EZ1037
 EZ1037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1037'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1037'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ1037'
 EZ1037'ADAMS IS LOCATED APPROXIMATELY 2.2 MILES ENE OF FUQUAY
 EZ1037'SPRINGS.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ1037'NC 55 SOUTH WITH U.S. 401 AT EAST SIDE OF FUQUAY-VARINA, GO
 EZ1037'WESTERLY ON U.S. 401 FOR 0.45 MILES TO STATION.  WHICH IS ON THE
 EZ1037'SOUTHEAST BANK OF U.S. 401, AT NORHWEST EDGE OF A SMALL GROVE OF
 EZ1037'PINE AND OAK TREES, ABOUT 250 FEET EAST OF ADAMS CONCRETE
 EZ1037'PRODUCTS CO. AND 0.4 MILE EAST ALONG U.S. 401 FROM INTERSECTION
 EZ1037'OF SR 1301.
 EZ1037'
 EZ1037'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1037'ADAMS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1037'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1037'
 EZ1037'MARK IS
 EZ1037'
 EZ1037'31.1 FT SSE OF C/L OF U.S. 401
 EZ1037'
 EZ1037'9.8 FT SW OF TP ON SE SIDE OF U.S. 401, WITH ALUMINUM REF. TAG
 EZ1037'
 EZ1037'55.8 FT NW OF PP WITH ALUMINUM REF. TAG AT SE EDGE OF
 EZ1037'GROVE OF OAK AND PINE TREES
 EZ1037'
 EZ1037'51.3 FT NE OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ1037'
 EZ1037'29.4 FT W OF 18 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ1037
 EZ1037                          STATION RECOVERY (1972)
 EZ1037
 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ1037'GOOD
 EZ1037
 EZ1037                          STATION RECOVERY (1973)
 EZ1037
 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1037'2 MI ENE FROM FUQUAY VARINA.
 EZ1037'ADAMS IS LOCATED APPROXIMATELY 14.8 MILES SSW OF CAPITOL SQUARE
 EZ1037'IN RALEIGH.  TO REACH STATION FROM INTERSECTION OF U.S. 401,
 EZ1037'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA,
 EZ1037'PROCEED WESTERLY ALONG U.S. 401 FOR 0.45 MILES TO STATION ON
 EZ1037'LEFT ON TOP OF SOUTH BANK AT NW EDGE OF SMALL GROVE OF TREES, 0.4
 EZ1037'MILES EAST OF INTERSECTION WITH SR 1301, AND ABOUT 250.0 FT E OF
 EZ1037'ADAMS CONCRETE PRODUCTS CO., 31.1 FT SSE OF C/L OF U.S. 401,
 EZ1037'9.8 FT SW OF TP W/ALUMINUM REF. TAG, 55.8 FT NW OF PP W/ALUMINUM
 EZ1037'REF. TAG, 51.3 FT NE OF 24 IN OAK W/ALUMINUM REF. TAG, AND 29.4
 EZ1037'FT WNW OF 18 IN OAK W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ1037'CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1037
 EZ1037                          STATION RECOVERY (1973)
 EZ1037
 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1037'LOCATED APPROXIMATELY 14.8 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO
 EZ1037'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42
 EZ1037'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED WESTERLY ALONG
 EZ1037'US 401 FOR 0.45 MILES TO STATION ON LEFT ON TOP OF SOUTH BANK AT NW
 EZ1037'EDGE OF SMALL GROVE OF TREES.  0.4 MILES EAST OF INTERSECTION WITH SR
 EZ1037'1301, AND ABOUT 250.0 FT. E OF ADAMS CONCRETE PRODUCTS CO., 31.1 FT.
 EZ1037'SSE OF C/L OF US 401, 9.8 FT. SW OF TP W/ALUMINUM REF. TAG, 55.8 FT.
 EZ1037'NW OF PP W/ALUMINUM REF. TAG, 51.3 FT. NE OF 24 IN. OAK W/ALUMINUM
 EZ1037'REF. TAG, AND 29.4 FT. WNW OF 18 IN. OAK W/ALUMINUM REF. TAG.  DISK IS
 EZ1037'SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1037
 EZ1037                          STATION RECOVERY (1976)
 EZ1037
 EZ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ1037'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ1037'
 EZ1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ1037'2.2 MILES ENE OF FUQUAY-VARINA.
 EZ1037
 EZ1037                          STATION RECOVERY (1983)
 EZ1037
 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ1037'THE STATION WAS RECOVERED AT THIS DATE. MARK IS IN GOOD CONDITION AS
 EZ1037'DESCRIBED.
 EZ1037'MARK IS RECESSED 5 INCHES BELOW GROUND AND IS 1 FT LOWER THAN THE
 EZ1037'HIGHWAY.
 EZ1037
 EZ1037                          STATION RECOVERY (1999)
 EZ1037
 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EZ1037'STATION NOT FOUND, BELIEVED LOST TO HIGHWAY IMPROVEMENT.  REFERENCE
 EZ1037'AREA FALLS UNDER CONCRETE DRIVEWAY CUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0536 ***********************************************************************
 EZ0536  DESIGNATION -  ADAMS
 EZ0536  PID         -  EZ0536
 EZ0536  STATE/COUNTY-  NC/HARNETT
 EZ0536  USGS QUAD   -  ERWIN (1981)
 EZ0536
 EZ0536                         *CURRENT SURVEY CONTROL
 EZ0536  ___________________________________________________________________
 EZ0536* NAD 83(2001)-  35 19 46.40733(N)    078 39 46.82927(W)     ADJUSTED  
 EZ0536* NAVD 88     -        68.621  (meters)     225.13   (feet)  ADJUSTED  
 EZ0536  ___________________________________________________________________
 EZ0536  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EZ0536  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 EZ0536  DYNAMIC HT  -          68.560 (meters)     224.93  (feet)  COMP
 EZ0536  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 EZ0536
 EZ0536  HORZ ORDER  -  SECOND
 EZ0536  VERT ORDER  -  SECOND    CLASS II
 EZ0536
 EZ0536.The horizontal coordinates were established by classical geodetic methods
 EZ0536.and adjusted by the National Geodetic Survey in August 2005.
 EZ0536
 EZ0536.The orthometric height was determined by differential leveling
 EZ0536.and adjusted in June 1991.
 EZ0536
 EZ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0536
 EZ0536.The geoid height was determined by GEOID03.
 EZ0536
 EZ0536.The dynamic height is computed by dividing the NAVD 88
 EZ0536.geopotential number by the normal gravity value computed on the
 EZ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0536.degrees latitude (g = 980.6199 gals.).
 EZ0536
 EZ0536.The modeled gravity was interpolated from observed gravity values.
 EZ0536
 EZ0536;                    North         East     Units Scale Factor Converg.
 EZ0536;SPC NC       -   175,272.374   640,236.806   MT  0.99987351   +0 11 40.2
 EZ0536;SPC NC       -   575,039.45  2,100,510.25   sFT  0.99987351   +0 11 40.2
 EZ0536;UTM  17      - 3,912,096.677   712,415.501   MT  1.00015608   +1 21 07.0
 EZ0536
 EZ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0536!SPC NC       -   0.99999450  x   0.99987351  =   0.99986801
 EZ0536!UTM  17      -   0.99999450  x   1.00015608  =   1.00015058
 EZ0536
 EZ0536:                Primary Azimuth Mark                     Grid Az
 EZ0536:SPC NC       -  DENNIS                                   303 07 18.4
 EZ0536:UTM  17      -  DENNIS                                   301 57 51.6
 EZ0536
 EZ0536|---------------------------------------------------------------------|
 EZ0536| PID    Reference Object                     Distance      Geod. Az  |
 EZ0536|                                                           dddmmss.s |
 EZ0536| EZ0535 DENNIS                              APPROX. 1.4 KM 3031858.6 |
 EZ0536|---------------------------------------------------------------------|
 EZ0536
 EZ0536                          SUPERSEDED SURVEY CONTROL
 EZ0536
 EZ0536  NAD 83(1986)-  35 19 46.41271(N)    078 39 46.84122(W) AD(       ) 2
 EZ0536  NAD 27      -  35 19 45.82271(N)    078 39 47.77267(W) AD(       ) 2
 EZ0536  NGVD 29 (??/??/92)   68.893  (m)          226.03   (f) ADJ UNCH    2 2
 EZ0536
 EZ0536.Superseded values are not recommended for survey control.
 EZ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0536.See file dsdata.txt to determine how the superseded data were derived.
 EZ0536
 EZ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1241612097(NAD 83)
 EZ0536_MARKER: DE = TRAVERSE STATION DISK
 EZ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0536_STAMPING: ADAMS 1965
 EZ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0536+STABILITY: SURFACE MOTION
 EZ0536
 EZ0536  HISTORY     - Date     Condition        Report By
 EZ0536  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0536  HISTORY     - 1972     GOOD             NCGS
 EZ0536  HISTORY     - 1974     GOOD             NCGS
 EZ0536  HISTORY     - 19961026 GOOD             USPSQD
 EZ0536
 EZ0536                          STATION DESCRIPTION
 EZ0536
 EZ0536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0536'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ0536'ESTABLISHED IN THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ0536'
 EZ0536'ADAMS IS 3.4 MILES NW OF DUNN AND 0.7 MILES ENE OF
 EZ0536'ERWIN.  LOCATED 2.4 MILES NW ALONG U.S. 421 FROM INTERSECTION
 EZ0536'OF BROAD ST. AND CUMBERLAND ST. (U.S. 421).  0.9 MILES SE OF
 EZ0536'NC 55.  AND AT THE SW CORNER OF BRIDGE ON U.S. 421 OVER THE
 EZ0536'SOUTHERN RR.
 EZ0536'
 EZ0536'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0536'ADAMS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0536'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0536'
 EZ0536'MARK IS
 EZ0536'
 EZ0536'3.2 FT SW OF SW CORNER OF BRIDGE
 EZ0536'
 EZ0536'8.0 FT E OF TOP OF SLOPE DRAIN
 EZ0536'
 EZ0536'18.3 FT S OF C/L OF E BOUND LANE OF U.S. 421
 EZ0536'
 EZ0536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0536
 EZ0536                          STATION RECOVERY (1972)
 EZ0536
 EZ0536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0536'GOOD
 EZ0536
 EZ0536                          STATION RECOVERY (1974)
 EZ0536
 EZ0536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0536'IN ERWIN.
 EZ0536'TO REACH STATION FROM THE INTERSECTION OF NC 217 WITH U.S.
 EZ0536'421 - NC 55 AT NORTH EDGE OF ERWIN, PROCEED SE ALONG U.S. 421 - NC
 EZ0536'55 FOR 0.90 MILE TO THE BRIDGE OVER THE DURHAM AND SOUTHERN
 EZ0536'RAILROAD, AND STATION AT THE SW CORNER OF BRIDGE, 18.3 FT SOUTH
 EZ0536'OF C/L OF EAST BOUND LANE, 3.2 FT SW OF SW CORNER OF BRIDGE, AND
 EZ0536'8.0 FT EAST OF TOP OF SLOPE DRAIN.  DISK IS SET IN TOP OF CONCRETE
 EZ0536'CYLINDER, FLUSH WITH THE GROUND.
 EZ0536
 EZ0536                          STATION RECOVERY (1996)
 EZ0536
 EZ0536'RECOVERY NOTE BY US POWER SQUADRON 1996
 EZ0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2210 ***********************************************************************
 FA2210  DESIGNATION -  ADAMS
 FA2210  PID         -  FA2210
 FA2210  STATE/COUNTY-  NC/CABARRUS
 FA2210  USGS QUAD   -  CONCORD (1987)
 FA2210
 FA2210                         *CURRENT SURVEY CONTROL
 FA2210  ___________________________________________________________________
 FA2210* NAD 83(2001)-  35 24 54.81324(N)    080 30 47.17114(W)     ADJUSTED  
 FA2210* NAVD 88     -       221.51   (+/-2cm)     726.7    (feet)  VERTCON   
 FA2210  ___________________________________________________________________
 FA2210  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FA2210  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FA2210  HORZ ORDER  -  SECOND
 FA2210  VERT ORDER  -  THIRD ? (See Below)
 FA2210
 FA2210.The horizontal coordinates were established by classical geodetic methods
 FA2210.and adjusted by the National Geodetic Survey in August 2005.
 FA2210
 FA2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2210.The vertical order pertains to the NGVD 29 superseded value.
 FA2210
 FA2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2210
 FA2210.The geoid height was determined by GEOID03.
 FA2210
 FA2210;                    North         East     Units Scale Factor Converg.
 FA2210;SPC NC       -   185,771.063   472,196.479   MT  0.99987665   -0 52 23.9
 FA2210;SPC NC       -   609,483.90  1,549,197.95   sFT  0.99987665   -0 52 23.9
 FA2210;UTM  17      - 3,919,200.464   544,204.714   MT  0.99962408   +0 16 55.8
 FA2210
 FA2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2210!SPC NC       -   0.99997002  x   0.99987665  =   0.99984667
 FA2210!UTM  17      -   0.99997002  x   0.99962408  =   0.99959411
 FA2210
 FA2210:                Primary Azimuth Mark                     Grid Az
 FA2210:SPC NC       -  EVE                                      075 57 58.1
 FA2210:UTM  17      -  EVE                                      074 48 38.4
 FA2210
 FA2210|---------------------------------------------------------------------|
 FA2210| PID    Reference Object                     Distance      Geod. Az  |
 FA2210|                                                           dddmmss.s |
 FA2210| FA2232 EVE                                 472.451 METERS 0750534.2 |
 FA2210| FA3713 ADAMS AZ MK                                        0921347.5 |
 FA2210| FA2157 FAGGART                             APPROX. 5.1 KM 1515908.8 |
 FA2210| FA0297 V 78                                 25.581 METERS 17125     |
 FA2210| FA3714 ADAMS RM 1                           28.728 METERS 28009     |
 FA2210|---------------------------------------------------------------------|
 FA2210
 FA2210                          SUPERSEDED SURVEY CONTROL
 FA2210
 FA2210  NAD 83(1986)-  35 24 54.82757(N)    080 30 47.17761(W) AD(       ) 2
 FA2210  NAD 27      -  35 24 54.31817(N)    080 30 47.93599(W) AD(       ) 2
 FA2210  NGVD 29 (07/19/86)  221.76   (m)          727.6    (f) LEVELING    3  
 FA2210
 FA2210.Superseded values are not recommended for survey control.
 FA2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2210.See file dsdata.txt to determine how the superseded data were derived.
 FA2210
 FA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4420519200(NAD 83)
 FA2210_MARKER: DS = TRIANGULATION STATION DISK
 FA2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2210
 FA2210  HISTORY     - Date     Condition        Report By
 FA2210  HISTORY     - 1948     MONUMENTED       CGS
 FA2210  HISTORY     - 1964     GOOD             ALSTER
 FA2210  HISTORY     - 1965     GOOD             CGS
 FA2210  HISTORY     - 19981105 MARK NOT FOUND   USPSQD
 FA2210
 FA2210                          STATION DESCRIPTION
 FA2210
 FA2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2210'THE STATION IS LOCATED 5 MILES WEST-NORTHWEST OF MT. PLEASANT
 FA2210'AND 4-1/2 MILES EAST OF CONCORD.  IT IS 94 FEET EAST OF THE
 FA2210'SOUTHEAST CORNER OF A FRAME BUILDING, 72 FEET NORTHEAST OF
 FA2210'INTERSECTION OF STATE HIGHWAY 73-49 AND A CROSSROAD AND 33
 FA2210'FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES
 FA2210'AND THE DISK IS STAMPED ADAMS 1948.
 FA2210'
 FA2210'REFERENCE MARK NO. 1 IS 94.25 FEET NORTHWEST OF THE
 FA2210'STATION.  IT IS 70 FEET NORTH OF THE CENTER OF HIGHWAY 73 AND
 FA2210'49, 33 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 FA2210'SOUTHWEST OF THE NORTHEAST CORNER OF THE FRAME BUILDING.  THE
 FA2210'MARK IS FLUSH AND THE DISK IS STAMPED ADAMS NO 1 1948.
 FA2210'
 FA2210'V 78 (USGS) B M IS 83.93 FEET SOUTH OF THE STATION AND WAS
 FA2210'USED AS A REFERENCE MARK.  IT IS 68 FEET SOUTHEAST OF THE
 FA2210'CENTER OF THE CROSSROAD, 30 FEET SOUTH OF THE CENTER OF STATE
 FA2210'HIGHWAY 73-49 AND 6 FEET SOUTH OF A POWER LINE POLE.  IT IS
 FA2210'A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK
 FA2210'SET IN THE TOP OF A 6X6 INCH CONCRETE POST WHICH PROJECTS
 FA2210'6 INCHES.  THE DISK IS STAMPED V 78 1935.
 FA2210'
 FA2210'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION.  IT IS
 FA2210'63 FEET WEST OF A TELEPHONE POLE, 22 FEET NORTH OF THE CENTER
 FA2210'OF HIGHWAY 73-49, 21 FEET EAST OF A POWER LINE POLE, 6 FEET
 FA2210'WEST OF A CEDAR TREE AND 3 FEET WEST OF A WHITE WITNESS POST.  THE
 FA2210'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ADAMS 1948.
 FA2210'
 FA2210'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MT. PLEASANT,
 FA2210'GO WEST ON HIGHWAY 73-49 FOR 5.0 MILES TO THE STATION ON THE
 FA2210'RIGHT AS DESCRIBED.
 FA2210'
 FA2210'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA2210
 FA2210                          STATION RECOVERY (1964)
 FA2210
 FA2210'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1964
 FA2210'STATION WAS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS
 FA2210'RECOVERED - BUT FIRM, BUT ON SIDE OF DITCH AND MAY BE KNOCKED OVER.
 FA2210'
 FA2210'DESCRIPTION OF AZ. MK. SHOULD BE CHANGED TO READ EAST OF
 FA2210'STATION RATHER THAN SOUTHEAST.
 FA2210
 FA2210                          STATION RECOVERY (1965)
 FA2210
 FA2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2210'ALL MARKS RECOVERED ESSENTIALLY AS DESCRIBED.  THE GRAVEL ROAD
 FA2210'MENTIONED IS NOW PAVED.
 FA2210'
 FA2210'RM 1 IS 1 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF GOLD
 FA2210'SPRING GROCERY AND 1 INCH BELOW THE GROUND.
 FA2210'
 FA2210'BENCH MARK V 78 IS ACROSS THE HIGHWAY FROM THE STATION MARK,
 FA2210'AND THE POWER POLE MENTIONED HAS BEEN REMOVED.
 FA2210'
 FA2210'AZIMUTH MARK IS AT THE EDGE OF A ROADSIDE DITCH, 88 FEET
 FA2210'EAST OF THE CENTER OF A DRIVEWAY AND 42 FEET WEST OF THE
 FA2210'CENTER OF A DRIVEWAY.  THE CEDAR AND TELEPHONE POLE MENTIONED
 FA2210'IN 1948 ARE GONE.
 FA2210
 FA2210                          STATION RECOVERY (1998)
 FA2210
 FA2210'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2332 ***********************************************************************
 FA2332  DESIGNATION -  ADAMS
 FA2332  PID         -  FA2332
 FA2332  STATE/COUNTY-  NC/UNION
 FA2332  USGS QUAD   -  MATTHEWS (1988)
 FA2332
 FA2332                         *CURRENT SURVEY CONTROL
 FA2332  ___________________________________________________________________
 FA2332* NAD 83(2001)-  35 05 22.20909(N)    080 41 15.05291(W)     ADJUSTED  
 FA2332* NAVD 88     -       227.5    (meters)     746.     (feet)  VERTCON   
 FA2332  ___________________________________________________________________
 FA2332  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FA2332  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA2332  HORZ ORDER  -  SECOND
 FA2332
 FA2332.The horizontal coordinates were established by classical geodetic methods
 FA2332.and adjusted by the National Geodetic Survey in August 2005.
 FA2332
 FA2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2332
 FA2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2332
 FA2332.The geoid height was determined by GEOID03.
 FA2332
 FA2332;                    North         East     Units Scale Factor Converg.
 FA2332;SPC NC       -   149,898.717   455,745.425   MT  0.99987658   -0 58 26.3
 FA2332;SPC NC       -   491,792.71  1,495,224.78   sFT  0.99987658   -0 58 26.3
 FA2332;UTM  17      - 3,883,013.279   528,483.765   MT  0.99961000   +0 10 46.7
 FA2332
 FA2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2332!SPC NC       -   0.99996905  x   0.99987658  =   0.99984563
 FA2332!UTM  17      -   0.99996905  x   0.99961000  =   0.99957906
 FA2332
 FA2332:                Primary Azimuth Mark                     Grid Az
 FA2332:SPC NC       -  CHURCH                                   046 14 54.5
 FA2332:UTM  17      -  CHURCH                                   045 05 41.5
 FA2332
 FA2332|---------------------------------------------------------------------|
 FA2332| PID    Reference Object                     Distance      Geod. Az  |
 FA2332|                                                           dddmmss.s |
 FA2332| FA2336 CHURCH                              458.891 METERS 0451628.2 |
 FA2332|---------------------------------------------------------------------|
 FA2332
 FA2332                          SUPERSEDED SURVEY CONTROL
 FA2332
 FA2332  NAD 83(1986)-  35 05 22.22450(N)    080 41 15.06092(W) AD(       ) 2
 FA2332  NAD 27      -  35 05 21.68744(N)    080 41 15.81363(W) AD(       ) 2
 FA2332  NGVD 29 (07/19/86)  227.7    (m)          747.     (f) VERT ANG    3  
 FA2332
 FA2332.Superseded values are not recommended for survey control.
 FA2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2332.See file dsdata.txt to determine how the superseded data were derived.
 FA2332
 FA2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2848483013(NAD 83)
 FA2332_MARKER: DE = TRAVERSE STATION DISK
 FA2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2332_STAMPING: ADAMS 1965
 FA2332_MARK LOGO: NCGS  
 FA2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2332+STABILITY: SURFACE MOTION
 FA2332
 FA2332  HISTORY     - Date     Condition        Report By
 FA2332  HISTORY     - 1965     MONUMENTED       NCGS
 FA2332  HISTORY     - 19980406 MARK NOT FOUND   USPSQD
 FA2332  HISTORY     - 20000906 SEE DESCRIPTION  NCGS
 FA2332
 FA2332                          STATION DESCRIPTION
 FA2332
 FA2332'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2332'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2332'IN THE VICINITY OF MONROE, NORTH CAROLINA.
 FA2332'
 FA2332'ADAMS IS 10.8 MILES NW OF MONROE AND 1.35 MILES NW OF INDIAN
 FA2332'TRAIL.  LOCATED 0.85 MILES SW ALONG SR 1365 FROM U.S. 74.  0.55
 FA2332'MILES NE ALONG SR 1365 FROM SR 1009.  0.15 MILES SW OF SAL
 FA2332'RR CROSSING AT STALLINGS.  AND ON SE SHOULDER OF SR 1365.
 FA2332'
 FA2332'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2332'ADAMS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2332'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2332'
 FA2332'MARK IS
 FA2332'
 FA2332'4.0 FT SE OF YELLOW ARROW PAINTED ON SR 1365
 FA2332'
 FA2332'33.1 FT W OF 30 INCH OAK WITH ALUMINUM REF. TAG
 FA2332'
 FA2332'45.3 FT NW OF LAMP POST WITH ALUMINUM REF. TAG
 FA2332'
 FA2332'85.7 FT E OF PP 6 WITH ALUMINUM REF. TAG
 FA2332'
 FA2332'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2332
 FA2332                          STATION RECOVERY (1998)
 FA2332
 FA2332'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2332'MARK NOT FOUND.
 FA2332
 FA2332                          STATION RECOVERY (2000)
 FA2332
 FA2332'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2332'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2948 ***********************************************************************
 FB2948  DESIGNATION -  ADAMS
 FB2948  PID         -  FB2948
 FB2948  STATE/COUNTY-  NC/HENDERSON
 FB2948  USGS QUAD   -  HENDERSONVILLE (1990)
 FB2948
 FB2948                         *CURRENT SURVEY CONTROL
 FB2948  ___________________________________________________________________
 FB2948* NAD 83(2001)-  35 21 51.27649(N)    082 24 33.73039(W)     ADJUSTED  
 FB2948* NAVD 88     -       672.0    (meters)    2205.     (feet)  VERTCON   
 FB2948  ___________________________________________________________________
 FB2948  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FB2948  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FB2948  HORZ ORDER  -  SECOND
 FB2948
 FB2948.The horizontal coordinates were established by classical geodetic methods
 FB2948.and adjusted by the National Geodetic Survey in August 2005.
 FB2948
 FB2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2948
 FB2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2948
 FB2948.The geoid height was determined by GEOID03.
 FB2948
 FB2948;                    North         East     Units Scale Factor Converg.
 FB2948;SPC NC       -   184,387.784   299,851.384   MT  0.99987451   -1 58 04.0
 FB2948;SPC NC       -   604,945.59    983,762.42   sFT  0.99987451   -1 58 04.0
 FB2948;UTM  17      - 3,914,349.033   371,960.902   MT  0.99980203   -0 48 56.9
 FB2948
 FB2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2948!SPC NC       -   0.99989934  x   0.99987451  =   0.99977386
 FB2948!UTM  17      -   0.99989934  x   0.99980203  =   0.99970139
 FB2948
 FB2948:                Primary Azimuth Mark                     Grid Az
 FB2948:SPC NC       -  GREEN ACRES                              040 24 43.0
 FB2948:UTM  17      -  GREEN ACRES                              039 15 35.9
 FB2948
 FB2948|---------------------------------------------------------------------|
 FB2948| PID    Reference Object                     Distance      Geod. Az  |
 FB2948|                                                           dddmmss.s |
 FB2948| FB2946 GREEN ACRES                         433.316 METERS 0382639.0 |
 FB2948| FB2950 CHESTNUT                            303.364 METERS 22150     |
 FB2948|---------------------------------------------------------------------|
 FB2948
 FB2948                          SUPERSEDED SURVEY CONTROL
 FB2948
 FB2948  NAD 83(1986)-  35 21 51.28346(N)    082 24 33.73100(W) AD(       ) 2
 FB2948  NAD 27      -  35 21 50.86408(N)    082 24 34.30597(W) AD(       ) 2
 FB2948  NGVD 29 (07/19/86)  672.1    (m)         2205.     (f) VERT ANG    3  
 FB2948
 FB2948.Superseded values are not recommended for survey control.
 FB2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2948.See file dsdata.txt to determine how the superseded data were derived.
 FB2948
 FB2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7196114349(NAD 83)
 FB2948_MARKER: DE = TRAVERSE STATION DISK
 FB2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2948_STAMPING: ADAMS 1975
 FB2948_MARK LOGO: NCGS  
 FB2948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2948+STABILITY: SURFACE MOTION
 FB2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2948+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1999
 FB2948
 FB2948  HISTORY     - Date     Condition        Report By
 FB2948  HISTORY     - 1975     MONUMENTED       NCGS
 FB2948  HISTORY     - 19991213 GOOD             NCGS
 FB2948
 FB2948                          STATION DESCRIPTION
 FB2948
 FB2948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2948'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES SOUTHWEST OF EDNEYVILLE
 FB2948'AND 4.5 MILES NORTHEAST OF HENDERSONVILLE.
 FB2948'
 FB2948'TO REACH STATION FROM THE US 64 OVERPASS OF I-26 NEAR HENDERSONVILLE,
 FB2948'PROCEED NORTHEAST ALONG US 64 FOR 2.55 MILES TO STATION ON THE RIGHT
 FB2948'(SOUTHEAST SIDE OF HIGHWAY), IN FRONT OF ADAMS RESIDENCE AND 0.25 MILE
 FB2948'NORTHEAST OF T INTERSECTION WITH SR 1743 (CHESTNUT GAP RD.) WHICH
 FB2948'LEADS SOUTH.
 FB2948'
 FB2948'STATION MARK IS A STANDARD DISK, STAMPED---ADAMS 1975---, SET IN THE
 FB2948'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2948'SURFACE.  MARK IS 20.5 FEET SOUTHEAST OF CENTERLINE OF US 64, 29.0
 FB2948'FEET EAST OF CENTERLINE INTERSECTION OF US 64 AND DRIVE TO ADAMS
 FB2948'RESIDENCE, 42.4 FEET NORTHEAST OF SOUTHWEST PROPERTY CORNER (IRON PIPE
 FB2948') OF ADAMS RESIDENCE, 59.8 FEET EAST OF POWER POLE NO. 136 WITH
 FB2948'REFERENCE TAG AND 21.0 FEET NORTHWEST OF 36 INCH WHITE PINE IN YARD OF
 FB2948'ADAMS RESIDENCE.
 FB2948
 FB2948                          STATION RECOVERY (1999)
 FB2948
 FB2948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2948'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS
 FB2948'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS ABOUT 1-FT
 FB2948'HIGHER THAN US 64 AND IS FLUSH WITH THE GROUND. LOCATED 38.5 FT (11.7
 FB2948'M) SOUTHWEST OF A MANHOLE ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1660 ***********************************************************************
 EA1660  DESIGNATION -  ADAMS
 EA1660  PID         -  EA1660
 EA1660  STATE/COUNTY-  NC/CRAVEN
 EA1660  USGS QUAD   -  MERRIMON (1983)
 EA1660
 EA1660                         *CURRENT SURVEY CONTROL
 EA1660  ___________________________________________________________________
 EA1660* NAD 83(2001)-  34 57 25.62834(N)    076 41 59.23556(W)     ADJUSTED  
 EA1660* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1660  ___________________________________________________________________
 EA1660  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 EA1660  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1660  HORZ ORDER  -  THIRD
 EA1660
 EA1660.The horizontal coordinates were established by classical geodetic methods
 EA1660.and adjusted by the National Geodetic Survey in August 2005.
 EA1660
 EA1660.The orthometric height was scaled from a topographic map.
 EA1660
 EA1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1660
 EA1660.The geoid height was determined by GEOID03.
 EA1660
 EA1660;                    North         East     Units Scale Factor Converg.
 EA1660;SPC NC       -   136,339.616   819,650.078   MT  0.99988574   +1 19 39.4
 EA1660;SPC NC       -   447,307.56  2,689,135.30   sFT  0.99988574   +1 19 39.4
 EA1660;UTM  18      - 3,869,606.992   344,802.804   MT  0.99989686   -0 58 26.8
 EA1660
 EA1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1660!SPC NC       -   1.00000578  x   0.99988574  =   0.99989152
 EA1660!UTM  18      -   1.00000578  x   0.99989686  =   0.99990264
 EA1660
 EA1660:                Primary Azimuth Mark                     Grid Az
 EA1660:SPC NC       -  GARBACON SHOAL BEACON                    030 08 51.8
 EA1660:UTM  18      -  GARBACON SHOAL BEACON                    032 26 58.0
 EA1660
 EA1660|---------------------------------------------------------------------|
 EA1660| PID    Reference Object                     Distance      Geod. Az  |
 EA1660|                                                           dddmmss.s |
 EA1660| EY3603 GARBACON SHOAL BEACON               APPROX. 6.3 KM 0312831.2 |
 EA1660| EA3152 ADAMS WM 1                                         10738     |
 EA1660| EA3153 ADAMS WM 2                                         16725     |
 EA1660| EA3154 ADAMS WM 3                                         25648     |
 EA1660|---------------------------------------------------------------------|
 EA1660
 EA1660                          SUPERSEDED SURVEY CONTROL
 EA1660
 EA1660  NAD 83(1986)-  34 57 25.63997(N)    076 41 59.24501(W) AD(       ) 3
 EA1660  NAD 27      -  34 57 25.05700(N)    076 42 00.49400(W) AD(       ) 3
 EA1660
 EA1660.Superseded values are not recommended for survey control.
 EA1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1660.See file dsdata.txt to determine how the superseded data were derived.
 EA1660
 EA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4480369607(NAD 83)
 EA1660
 EA1660  HISTORY     - Date     Condition        Report By
 EA1660  HISTORY     - 1913     MONUMENTED       CGS
 EA1660  HISTORY     - 1920     GOOD             CGS
 EA1660  HISTORY     - 1932     SEE DESCRIPTION  CGS
 EA1660  HISTORY     - 1947     MARK NOT FOUND   CGS
 EA1660
 EA1660                          STATION DESCRIPTION
 EA1660
 EA1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 EA1660'THIS STATION IS ON THE S SIDE OF NEUSE RIVER, ON THE
 EA1660'FIRST POINT W OF THE W SIDE OF THE ENTRANCE TO ADAMS CREEK,
 EA1660'ABOUT 200 YARDS W OF SOME YELLOW BLUFFS 5 FEET HIGH, ON A SMALL
 EA1660'FLAT SANDY PLAIN ENCIRCLED BY JUNIPER TREES, 4 FEET ABOVE MEAN
 EA1660'TIDE, ABOUT 8 YARDS FROM HIGH-WATER MARK.  THE STATION IS MARKED
 EA1660'BY A 1 1/4-INCH GALVANIZED IRON PIPE.
 EA1660'
 EA1660'THERE ARE NO REFERENCE MARKS BUT THERE ARE WITNESS MARKS
 EA1660'CONSISTING OF TRIANGULAR BLAZES ON THREE TREES.
 EA1660'DISTANCES AND BEARINGS FROM THE STATION TO THE
 EA1660'WITNESS MARKS ARE AS FOLLOWS--TO WITNESS MARK NO.1, A 14-INCH
 EA1660'JUNIPER, 10.62 METERS (34.8 FEET), S 72 DEG 22 MIN E. TO WITNESS
 EA1660'MARK NO.2, A 13-INCH JUNIPER, 5.49 METERS (18.0 FEET), S 12 DEG
 EA1660'35 MIN E. TO WITNESS MARK NO.3, A 17-INCH JUNIPER, 6.68 METERS
 EA1660'(21.9 FEET), S 76 DEG 48 MIN W.
 EA1660
 EA1660                          STATION RECOVERY (1932)
 EA1660
 EA1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1660'THIS STATION IS ON THE S SIDE OF THE NEUSE RIVER, ON THE FIRST
 EA1660'POINT W OF THE W SIDE OF THE ENTRANCE TO ADAMS CREEK, ABOUT 300
 EA1660'YARDS E OF SOME YELLOW CLIFFS 5 FEET HIGH, ON A SMALL, FLAT,
 EA1660'SANDY PLAIN SURROUNDED BY JUNIPER TREES.  STATION AND WITNESS
 EA1660'MARKS FOUND AS DESCRIBED.  THE WITNESS MARKS WERE IN GOOD
 EA1660'CONDITION, WHILE THE IRON PIPE STATION MARK WAS BADLY CORRODED,
 EA1660'AND ONLY 15 FEET FROM EDGE OF WATER.  A TILE FILLED WITH
 EA1660'CONCRETE WAS PLACED AROUND THE PIPE.  (TILE, 8 INCHES
 EA1660'IN DIAMETER AND 3 FEET LONG).
 EA1660'
 EA1660'TWO STANDARD DISK REFERENCE MARKS SET IN CONCRETE, IN THE TOP
 EA1660'OF TILE WERE ESTABLISHED.
 EA1660'
 EA1660'REFERENCE MARK NO.1 IS ABOUT 20 FEET W OF THE W END OF SMALL
 EA1660'CLIFF RUNNING PARALLEL TO SHORE, AND ABOUT 40 FEET FROM WATER LINE.
 EA1660'
 EA1660'REFERENCE MARK NO.2 IS ABOUT 60 FEET FROM WATER LINE, AND 15
 EA1660'FEET N OF A SMALL CIRCULAR PATCH OF MARSH.  BOTH ARE IN 8-INCH TILE.
 EA1660
 EA1660                          STATION RECOVERY (1947)
 EA1660
 EA1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1660'UNABLE TO FIND STATION OR REFERENCE MARKS.  THE AREA HAS SANDED
 EA1660'OVER.  SEARCH WAS DISCONTINUED AFTER THREE HOURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2467 ***********************************************************************
 EY2467  DESIGNATION -  ADAMS
 EY2467  PID         -  EY2467
 EY2467  STATE/COUNTY-  NC/LENOIR
 EY2467  USGS QUAD   -  KINSTON (1983)
 EY2467
 EY2467                         *CURRENT SURVEY CONTROL
 EY2467  ___________________________________________________________________
 EY2467* NAD 83(2001)-  35 17 52.18857(N)    077 36 55.23472(W)     ADJUSTED  
 EY2467* NAVD 88     -        24.948  (meters)      81.85   (feet)  ADJUSTED  
 EY2467  ___________________________________________________________________
 EY2467  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EY2467  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EY2467  DYNAMIC HT  -          24.926 (meters)      81.78  (feet)  COMP
 EY2467  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 EY2467
 EY2467  HORZ ORDER  -  SECOND
 EY2467  VERT ORDER  -  SECOND    CLASS I
 EY2467
 EY2467.The horizontal coordinates were established by classical geodetic methods
 EY2467.and adjusted by the National Geodetic Survey in August 2005.
 EY2467
 EY2467.The orthometric height was determined by differential leveling
 EY2467.and adjusted in August 2000.
 EY2467
 EY2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2467
 EY2467.The geoid height was determined by GEOID03.
 EY2467
 EY2467.The dynamic height is computed by dividing the NAVD 88
 EY2467.geopotential number by the normal gravity value computed on the
 EY2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2467.degrees latitude (g = 980.6199 gals.).
 EY2467
 EY2467.The modeled gravity was interpolated from observed gravity values.
 EY2467
 EY2467;                    North         East     Units Scale Factor Converg.
 EY2467;SPC NC       -   172,579.004   735,524.222   MT  0.99987291   +0 47 57.1
 EY2467;SPC NC       -   566,202.95  2,413,132.39   sFT  0.99987291   +0 47 57.1
 EY2467;UTM  18      - 3,909,209.645   262,185.922   MT  1.00029703   -1 30 42.9
 EY2467
 EY2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2467!SPC NC       -   1.00000173  x   0.99987291  =   0.99987464
 EY2467!UTM  18      -   1.00000173  x   1.00029703  =   1.00029876
 EY2467
 EY2467:                Primary Azimuth Mark                     Grid Az
 EY2467:SPC NC       -  CAREY                                    103 54 37.2
 EY2467:UTM  18      -  CAREY                                    106 13 17.2
 EY2467
 EY2467|---------------------------------------------------------------------|
 EY2467| PID    Reference Object                     Distance      Geod. Az  |
 EY2467|                                                           dddmmss.s |
 EY2467| EY2472 CAREY                               APPROX. 0.6 KM 1044234.3 |
 EY2467|---------------------------------------------------------------------|
 EY2467
 EY2467                          SUPERSEDED SURVEY CONTROL
 EY2467
 EY2467  NAD 83(1986)-  35 17 52.19695(N)    077 36 55.24404(W) AD(       ) 2
 EY2467  NAD 27      -  35 17 51.60459(N)    077 36 56.35154(W) AD(       ) 2
 EY2467  NGVD 29 (07/19/86)   25.3    (m)           83.     (f) VERT ANG    3  
 EY2467
 EY2467.Superseded values are not recommended for survey control.
 EY2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2467.See file dsdata.txt to determine how the superseded data were derived.
 EY2467
 EY2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6218609210(NAD 83)
 EY2467_MARKER: DE = TRAVERSE STATION DISK
 EY2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2467_STAMPING: ADAMS 1967
 EY2467_MARK LOGO: NCGS  
 EY2467_PROJECTION: FLUSH
 EY2467_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2467+STABILITY: SURFACE MOTION
 EY2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2467+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 EY2467
 EY2467  HISTORY     - Date     Condition        Report By
 EY2467  HISTORY     - 1967     MONUMENTED       NCGS
 EY2467  HISTORY     - 1981     GOOD             NC2450
 EY2467  HISTORY     - 19910224 GOOD             NCGS
 EY2467  HISTORY     - 19910424 GOOD             USPSQD
 EY2467  HISTORY     - 20000215 GOOD             NCGS
 EY2467  HISTORY     - 20010423 MARK NOT FOUND   USPSQD
 EY2467  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 EY2467
 EY2467                          STATION DESCRIPTION
 EY2467
 EY2467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2467'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2467'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2467'
 EY2467'ADAMS IS LOCATED APPROXIMATELY 2.7 MILES NW OF KINSTON, N. C. AT
 EY2467'INTERSECTION OF SR 1571 AND SR 1572.  THE STATION IS LOCATED AT
 EY2467'THE INTERSECTION OF SR 1571 (CAREY RD.) AND SR 1572, SOUTHWEST
 EY2467'OF INTERSECTION ON WEST SHOULDER OF SR 1572 AND IN FRONT OF
 EY2467'GREEN FRAME HOUSE.
 EY2467'
 EY2467'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2467'ADAMS 1967, SET IN THE TOP OF A CONCRETE CYLINDER THE TOP OF
 EY2467'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2467'
 EY2467'MARK IS
 EY2467'
 EY2467'42.0 FT SW OF C/L OF INTERSECTION OF SR 1571 AND SR 1572
 EY2467'
 EY2467'11.7 FT E OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG
 EY2467'
 EY2467'43.0 FT SE OF SE CORNER OF BRICK WALL OF STEPS
 EY2467'
 EY2467'51.5 FT SSE OF 36 INCH OAK TREE WITH ALUMINUM REF. TAG
 EY2467'
 EY2467'86.8 FT NE OF PP WITH ALUMINUM REF. TAG
 EY2467'
 EY2467'12.4 FT NE OF CORNER OF 4 X 4 POST OF BOARD FENCE N EDGE OF
 EY2467'DRIVE.
 EY2467
 EY2467                          STATION RECOVERY (1981)
 EY2467
 EY2467'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY2467'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2467
 EY2467                          STATION RECOVERY (1991)
 EY2467
 EY2467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2467'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. THE GREEN FRAME
 EY2467'HOUSE, BOARD FENCE, 48-INCH AND 36-INCH OAK TREES HAVE BEEN REMOVED.
 EY2467'MARK IS 17.70 FT (5.39 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 1752,
 EY2467'39.80 FT (12.13 M) SOUTHWEST OF THE INTERSECTION OF ROADS, 47.70 FT
 EY2467'(14.54 M) NORTH-NORTHWEST OF THE CENTER OF A CATCH BASIN AND 25.22 FT
 EY2467'(7.69 M) SOUTH-SOUTHWEST OF CITY MONUMENT NO. 511.
 EY2467
 EY2467                          STATION RECOVERY (1991)
 EY2467
 EY2467'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY2467'RECOVERED IN GOOD CONDITION.
 EY2467
 EY2467                          STATION RECOVERY (2000)
 EY2467
 EY2467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY2467'RECOVERED AS DESCRIBED.
 EY2467
 EY2467                          STATION RECOVERY (2001)
 EY2467
 EY2467'RECOVERY NOTE BY US POWER SQUADRON 2001
 EY2467'MARK NOT FOUND.
 EY2467
 EY2467                          STATION RECOVERY (2004)
 EY2467
 EY2467'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2642 ***********************************************************************
 EY2642  DESIGNATION -  ADAMS
 EY2642  PID         -  EY2642
 EY2642  STATE/COUNTY-  NC/WAYNE
 EY2642  USGS QUAD   -  SEVEN SPRINGS (1980)
 EY2642
 EY2642                         *CURRENT SURVEY CONTROL
 EY2642  ___________________________________________________________________
 EY2642* NAD 83(2001)-  35 10 34.87516(N)    077 51 02.32536(W)     ADJUSTED  
 EY2642* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 EY2642  ___________________________________________________________________
 EY2642  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EY2642  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EY2642  HORZ ORDER  -  SECOND
 EY2642
 EY2642.The horizontal coordinates were established by classical geodetic methods
 EY2642.and adjusted by the National Geodetic Survey in August 2005.
 EY2642
 EY2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2642
 EY2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2642
 EY2642.The geoid height was determined by GEOID03.
 EY2642
 EY2642;                    North         East     Units Scale Factor Converg.
 EY2642;SPC NC       -   158,831.362   714,282.451   MT  0.99987345   +0 39 48.1
 EY2642;SPC NC       -   521,099.23  2,343,441.67   sFT  0.99987345   +0 39 48.1
 EY2642;UTM  18      - 3,896,322.614   240,396.874   MT  1.00043065   -1 38 35.4
 EY2642
 EY2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2642!SPC NC       -   0.99999835  x   0.99987345  =   0.99987180
 EY2642!UTM  18      -   0.99999835  x   1.00043065  =   1.00042900
 EY2642
 EY2642:                Primary Azimuth Mark                     Grid Az
 EY2642:SPC NC       -  DAMAN                                    096 05 54.1
 EY2642:UTM  18      -  DAMAN                                    098 24 17.6
 EY2642
 EY2642|---------------------------------------------------------------------|
 EY2642| PID    Reference Object                     Distance      Geod. Az  |
 EY2642|                                                           dddmmss.s |
 EY2642| EY2641 DAMAN                               APPROX. 0.7 KM 0964542.2 |
 EY2642| EY2643 HERMAN                              278.412 METERS 24339     |
 EY2642|---------------------------------------------------------------------|
 EY2642
 EY2642                          SUPERSEDED SURVEY CONTROL
 EY2642
 EY2642  NAD 83(1986)-  35 10 34.88564(N)    077 51 02.33439(W) AD(       ) 2
 EY2642  NAD 27      -  35 10 34.29690(N)    077 51 03.40425(W) AD(       ) 2
 EY2642  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG    3  
 EY2642
 EY2642.Superseded values are not recommended for survey control.
 EY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2642.See file dsdata.txt to determine how the superseded data were derived.
 EY2642
 EY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4039796323(NAD 83)
 EY2642_MARKER: DE = TRAVERSE STATION DISK
 EY2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2642_STAMPING: ADAMS 1976
 EY2642_MARK LOGO: NCGS  
 EY2642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2642+STABILITY: SURFACE MOTION
 EY2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2642+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1999
 EY2642
 EY2642  HISTORY     - Date     Condition        Report By
 EY2642  HISTORY     - 1976     MONUMENTED       NCGS
 EY2642  HISTORY     - 1987     GOOD             USPSQD
 EY2642  HISTORY     - 19990602 SEE DESCRIPTION  NCGS
 EY2642
 EY2642                          STATION DESCRIPTION
 EY2642
 EY2642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2642'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2642'THE VICINITY OF SEVEN SPRINGS, NORTH CAROLINA.
 EY2642'
 EY2642'ADAMS IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF SEVEN SPRINGS,
 EY2642'12.5 MILES EAST OF MOUNT OLIVE AND 16.6 MILES SSE OF GOLDSBORO.  TO
 EY2642'REACH STATION FROM INTERSECTION OF NC 55 WITH NC 111 AT HINES
 EY2642'CROSSROADS, PROCEED SOUTH ALONG NC 111 FOR 2.6 MILES TO SR 1754
 EY2642'AT GRADYS CROSSROADS, THENCE EASTERLY ALONG SR 1754 FOR 2.05
 EY2642'MILES TO SR 1756 AND STATION ON LEFT IN FORK OF Y INTERSECTION
 EY2642'AND IN FRONT OF AN OLD HOUSE.
 EY2642'
 EY2642'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SR 1739
 EY2642'(E. SPRING ST.) AT EAST EDGE OF SEVEN SPRINGS, PROCEED SOUTH ALONG
 EY2642'SR 1739 (BECOMING SR 1534 IN DUPLIN CO.) FOR 3.6 MILES TO
 EY2642'INTERSECTION OF SR 1534 AND SR 1535 JUST SOUTH OF THE DUPLIN-WAYNE
 EY2642'COUNTY LINE, THENCE WEST ALONG SR 1535 FOR 0.7 MILE TO Y
 EY2642'INTERSECTION WITH SR 1754 AND STATION AS DESCRIBED.
 EY2642'
 EY2642'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2642'ADAMS 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2642'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2642'
 EY2642'MARK IS 29.5 FT NNW OF C/L SR 1754
 EY2642'
 EY2642'42.8 FT SSW OF C/L SR 1746
 EY2642'
 EY2642'67.8 FT NE OF A PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2642'
 EY2642'126.2 FT E OF A SERVICE POLE WITH ALUMINUM REF. TAG
 EY2642'
 EY2642'79.4 FT S OF A PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2642'
 EY2642'43.3 FT WNW OF A METAL SIGN AT WEST END OF A TRAFFIC ISLAND
 EY2642
 EY2642                          STATION RECOVERY (1987)
 EY2642
 EY2642'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY2642'RECOVERED IN GOOD CONDITION.
 EY2642
 EY2642                          STATION RECOVERY (1999)
 EY2642
 EY2642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2642'REFERENCES FALL IN A LARGE FLOWER BED RAISED APPROXIMATELY 2 FEET (0.6
 EY2642'M) ABOVE THE GROUND. MARK MAY STILL EXIST UNDER FLOWER BED, NOT
 EY2642'SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3443 ***********************************************************************
 EY3443  DESIGNATION -  ADAMS
 EY3443  PID         -  EY3443
 EY3443  STATE/COUNTY-  NC/BEAUFORT
 EY3443  USGS QUAD   -  PAMLICO BEACH (1974)
 EY3443
 EY3443                         *CURRENT SURVEY CONTROL
 EY3443  ___________________________________________________________________
 EY3443* NAD 83(2001)-  35 23 20.32556(N)    076 35 43.75329(W)     ADJUSTED  
 EY3443* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3443  ___________________________________________________________________
 EY3443  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EY3443  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EY3443  HORZ ORDER  -  THIRD
 EY3443
 EY3443.The horizontal coordinates were established by classical geodetic methods
 EY3443.and adjusted by the National Geodetic Survey in August 2005.
 EY3443
 EY3443.The orthometric height was scaled from a topographic map.
 EY3443
 EY3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3443
 EY3443.The geoid height was determined by GEOID03.
 EY3443
 EY3443;                    North         East     Units Scale Factor Converg.
 EY3443;SPC NC       -   184,457.517   828,012.425   MT  0.99987545   +1 23 16.1
 EY3443;SPC NC       -   605,174.37  2,716,570.76   sFT  0.99987545   +1 23 16.1
 EY3443;UTM  18      - 3,917,349.366   355,095.284   MT  0.99985876   -0 55 26.9
 EY3443
 EY3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3443!SPC NC       -   1.00000590  x   0.99987545  =   0.99988135
 EY3443!UTM  18      -   1.00000590  x   0.99985876  =   0.99986466
 EY3443
 EY3443|---------------------------------------------------------------------|
 EY3443| PID    Reference Object                     Distance      Geod. Az  |
 EY3443|                                                           dddmmss.s |
 EY3443| EY4719 ADAMS RM                             18.400 METERS 02749     |
 EY3443| EY4721 ADAMS WM 2                                         06328     |
 EY3443| EY4722 ADAMS WM 3                                         08200     |
 EY3443| EY3459 PUNGO RIVER LIGHT                   APPROX. 2.8 KM 1052316.8 |
 EY3443| EY4723 ADAMS WM 4                                         11202     |
 EY3443| EY3502 REEDS HAMMOCK LIGHT                 APPROX. 5.9 KM 1851353.3 |
 EY3443| EY3555 NORTH RESET                         APPROX. 4.9 KM 2882346.3 |
 EY3443| EY4720 ADAMS WM 1                                         33918     |
 EY3443|---------------------------------------------------------------------|
 EY3443
 EY3443                          SUPERSEDED SURVEY CONTROL
 EY3443
 EY3443  NAD 83(1986)-  35 23 20.33647(N)    076 35 43.76547(W) AD(       ) 3
 EY3443  NAD 27      -  35 23 19.73100(N)    076 35 45.02800(W) AD(       ) 3
 EY3443
 EY3443.Superseded values are not recommended for survey control.
 EY3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3443.See file dsdata.txt to determine how the superseded data were derived.
 EY3443
 EY3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5509517349(NAD 83)
 EY3443_MARKER: DS = TRIANGULATION STATION DISK
 EY3443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3443_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3443
 EY3443  HISTORY     - Date     Condition        Report By
 EY3443  HISTORY     - 1914     MONUMENTED       CGS
 EY3443  HISTORY     - 1933     MARK NOT FOUND   CGS
 EY3443  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3443
 EY3443                          STATION DESCRIPTION
 EY3443
 EY3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY3443'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ABOUT 1-1/4 MILES
 EY3443'W OF THE MOUTH OF THE PUNGO RIVER ON ADAMS POINT, ABOUT 100 YARDS
 EY3443'SE OF A SMALL FARMHOUSE, ON A SANDY BEACH ABOUT 15 YARDS FROM
 EY3443'THE WATER.
 EY3443'
 EY3443'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3443'CONCRETE, IN THE TOPS OF TILES.
 EY3443'
 EY3443'WITNESS MARKS ARE BLAZES ON FOUR OF SEVERAL TALL PINE TREES NEAR
 EY3443'THE STATION.
 EY3443'
 EY3443'THE DISTANCES AND BEARINGS FROM THE STATION TO SEVERAL MARKS ARE
 EY3443'N 27 DEG 49 MIN E.  TO A PINE TREE, 23.5 FEET, N 20 DEG 42 MIN W.
 EY3443'TO ANOTHER PINE TREE, 32.4 FEET, N 63 DEG 28 MIN E.  TO A THIRD PINE
 EY3443'TREE, 18.9 FEET, N 82 DEG 00 MIN E.  AND TO A JUNIPER TREE 25 FEET,
 EY3443'S 67 DEG 58 MIN E.
 EY3443
 EY3443                          STATION RECOVERY (1933)
 EY3443
 EY3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3443'STATION HAS BEEN LOST FROM EROSION OF SHORE, WHICH IS SEVERE AT
 EY3443'THIS POINT.  THE REFERENCE MARK IS STILL IN PLACE.
 EY3443'
 EY3443'A NEW STATION, HIGGS, WAS ESTABLISHED ON TOP OF THE BLUFF, ABOUT
 EY3443'300 YARDS TO THE NW OF THE OLD SITE, TOGETHER WITH TWO NEW
 EY3443'REFERENCE MARKS AND ONE AZIMUTH MARK.  THE RECOVERED REFERENCE
 EY3443'MARK FOR ADAMS IS TIED TO A NEW STATION BY A TRAVERSE.
 EY3443
 EY3443                          STATION RECOVERY (1949)
 EY3443
 EY3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3443'STATION AND REFERENCE MARKS LOST.  A NEW STATION HIGGS WAS
 EY3443'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4165 ***********************************************************************
 AH4165  DESIGNATION -  ADAMS
 AH4165  PID         -  AH4165
 AH4165  STATE/COUNTY-  NC/SURRY
 AH4165  USGS QUAD   -  PINNACLE (1987)
 AH4165
 AH4165                         *CURRENT SURVEY CONTROL
 AH4165  ___________________________________________________________________
 AH4165* NAD 83(2001)-  36 22 18.55472(N)    080 29 50.88228(W)     ADJUSTED  
 AH4165* NAVD 88     -       315.7    (meters)    1036.     (feet)  VERTCON   
 AH4165  ___________________________________________________________________
 AH4165  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AH4165  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4165  HORZ ORDER  -  SECOND
 AH4165
 AH4165.The horizontal coordinates were established by classical geodetic methods
 AH4165.and adjusted by the National Geodetic Survey in August 2005.
 AH4165
 AH4165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4165
 AH4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4165
 AH4165.The geoid height was determined by GEOID03.
 AH4165
 AH4165;                    North         East     Units Scale Factor Converg.
 AH4165;SPC NC       -   291,872.748   475,217.222   MT  1.00006372   -0 51 51.5
 AH4165;SPC NC       -   957,585.84  1,559,108.50   sFT  1.00006372   -0 51 51.5
 AH4165;UTM  17      - 4,025,307.329   545,078.686   MT  0.99962504   +0 17 52.9
 AH4165
 AH4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4165!SPC NC       -   0.99995571  x   1.00006372  =   1.00001943
 AH4165!UTM  17      -   0.99995571  x   0.99962504  =   0.99958077
 AH4165
 AH4165                          SUPERSEDED SURVEY CONTROL
 AH4165
 AH4165  NAD 83(1986)-  36 22 18.56232(N)    080 29 50.88771(W) AD(       ) 2
 AH4165  NGVD 29 (12/22/97)  315.8    (m)         1036.     (f) VERT ANG    3  
 AH4165
 AH4165.Superseded values are not recommended for survey control.
 AH4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4165.See file dsdata.txt to determine how the superseded data were derived.
 AH4165
 AH4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4507925307(NAD 83)
 AH4165_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4165_STAMPING: ADAMS 1986
 AH4165_MARK LOGO: NCGS  
 AH4165_PROJECTION: FLUSH
 AH4165_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4165+STABILITY: SURFACE MOTION
 AH4165
 AH4165  HISTORY     - Date     Condition        Report By
 AH4165  HISTORY     - 1986     MONUMENTED       NCGS
 AH4165
 AH4165                          STATION DESCRIPTION
 AH4165
 AH4165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4165'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTHWEST OF PILOT MOUNTAIN.
 AH4165'ALONG NC 268 FOR 1.0 KM (0.60 MI) WEST FROM US 52, IN SHOULDER NEAR
 AH4165'NORTHEAST CORNER OF--MRS ADAMS--YARD (THE NORTHWEST CORNER
 AH4165'OF--GILLS--COMMERCIAL PROPERTY). MARK IS RECESSED 1 INCH BELOW GROUND
 AH4165'AND IS LEVEL WITH HIGHWAY. LOCATED 4.3 M (14.1 FT) SOUTH OF THE
 AH4165'CENTERLINE OF HIGHWAY, 17.1 M (56.1 FT) EAST OF EAST END OF GRAVEL
 AH4165'DRIVE CULVERT, 30.2 M (99.1 FT) WEST-SOUTHWEST OF THE WEST BRICK
 AH4165'HEADWALL OF A DRIVEWAY CULVERT, 16.8 M (55.1 FT) NORTH OF NORTHEAST
 AH4165'CORNER OF SHINGLED RESIDENCE, AND 18.8 M (61.7 FT) EAST-NORTHEAST OF A
 AH4165'TELEPHONE PEDESTAL BESIDE POWER POLE WITH TRANSFORMER AND WITH A
 AH4165'REFREENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1657 ***********************************************************************
 EA1657  DESIGNATION -  ADAMS CREEK BEACON 1
 EA1657  PID         -  EA1657
 EA1657  STATE/COUNTY-  NC/CRAVEN
 EA1657  USGS QUAD   -  MERRIMON (1983)
 EA1657
 EA1657                         *CURRENT SURVEY CONTROL
 EA1657  ___________________________________________________________________
 EA1657* NAD 83(2001)-  34 57 24.09576(N)    076 40 44.79251(W)     ADJUSTED  
 EA1657* NAVD 88     -              **(meters)            **(feet)            
 EA1657  ___________________________________________________________________
 EA1657  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 EA1657  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1657  HORZ ORDER  -  THIRD
 EA1657
 EA1657.The horizontal coordinates were established by classical geodetic methods
 EA1657.and adjusted by the National Geodetic Survey in August 2005.
 EA1657
 EA1657
 EA1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1657
 EA1657.The geoid height was determined by GEOID03.
 EA1657
 EA1657;                    North         East     Units Scale Factor Converg.
 EA1657;SPC NC       -   136,336.357   821,539.152   MT  0.99988578   +1 20 22.4
 EA1657;SPC NC       -   447,296.86  2,695,333.03   sFT  0.99988578   +1 20 22.4
 EA1657;UTM  18      - 3,869,527.865   346,690.238   MT  0.99988968   -0 57 44.1
 EA1657
 EA1657                          SUPERSEDED SURVEY CONTROL
 EA1657
 EA1657  NAD 83(1986)-  34 57 24.10632(N)    076 40 44.80020(W) AD(       ) 4
 EA1657  NAD 27      -  34 57 23.53200(N)    076 40 46.04500(W) AD(       ) 3
 EA1657
 EA1657.Superseded values are not recommended for survey control.
 EA1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1657.See file dsdata.txt to determine how the superseded data were derived.
 EA1657
 EA1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4669069528(NAD 83)
 EA1657_MARKER: 14 = NAVIGATION LIGHT
 EA1657
 EA1657  HISTORY     - Date     Condition        Report By
 EA1657  HISTORY     - 1935     FIRST OBSERVED   CGS
 EA1657
 EA1657                          STATION DESCRIPTION
 EA1657
 EA1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA1657'THIS STATION IS ON BLACK SLATTED BEACON ON 3 PILES, CENTER OF
 EA1657'FLASHING LIGHT USED AS TARGET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4214 ***********************************************************************
 FX4214  DESIGNATION -  ADAMS RESET
 FX4214  PID         -  FX4214
 FX4214  STATE/COUNTY-  NC/HALIFAX
 FX4214  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX4214
 FX4214                         *CURRENT SURVEY CONTROL
 FX4214  ___________________________________________________________________
 FX4214* NAD 83(2007)-  36 24 32.68731(N)    077 38 53.93203(W)     ADJUSTED  
 FX4214* NAVD 88     -        49.8    (meters)     163.     (feet)  GPS OBS   
 FX4214  ___________________________________________________________________
 FX4214  EPOCH DATE  -        2002.00
 FX4214  X           -   1,099,334.755 (meters)                     COMP
 FX4214  Y           -  -5,020,242.379 (meters)                     COMP
 FX4214  Z           -   3,764,828.837 (meters)                     COMP
 FX4214  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FX4214  ELLIP HEIGHT-          15.678 (meters)          (02/10/07) ADJUSTED
 FX4214  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 FX4214
 FX4214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4214  Type    PID    Designation                      North   East  Ellip
 FX4214  -------------------------------------------------------------------
 FX4214  NETWORK FX4214 ADAMS RESET                       0.55   0.47   1.31
 FX4214  -------------------------------------------------------------------
 FX4214
 FX4214.The horizontal coordinates were established by GPS observations
 FX4214.and adjusted by the National Geodetic Survey in February 2007.
 FX4214
 FX4214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4214.The horizontal coordinates are valid at the epoch date displayed above.
 FX4214.The epoch date for horizontal control is a decimal equivalence
 FX4214.of Year/Month/Day.
 FX4214
 FX4214.The orthometric height was determined by GPS observations and a
 FX4214.high-resolution geoid model.
 FX4214
 FX4214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4214
 FX4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4214
 FX4214.The ellipsoidal height was determined by GPS observations
 FX4214.and is referenced to NAD 83.
 FX4214
 FX4214.The geoid height was determined by GEOID03.
 FX4214
 FX4214;                    North         East     Units Scale Factor Converg.
 FX4214;SPC NC       -   295,819.410   730,847.193   MT  1.00007668   +0 46 48.5
 FX4214;SPC NC       -   970,534.18  2,397,787.83   sFT  1.00007668   +0 46 48.5
 FX4214;UTM  18      - 4,032,581.786   262,527.320   MT  1.00029486   -1 34 21.5
 FX4214
 FX4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4214!SPC NC       -   0.99999754  x   1.00007668  =   1.00007422
 FX4214!UTM  18      -   0.99999754  x   1.00029486  =   1.00029240
 FX4214
 FX4214:                Primary Azimuth Mark                     Grid Az
 FX4214:SPC NC       -  ADAMS RM 1 AZIMUTH                       011 17 20.4
 FX4214:UTM  18      -  ADAMS RM 1 AZIMUTH                       013 38 30.4
 FX4214
 FX4214|---------------------------------------------------------------------|
 FX4214| PID    Reference Object                     Distance      Geod. Az  |
 FX4214|                                                           dddmmss.s |
 FX4214| FX4533 ADAMS RM 1 AZIMUTH                                 0120408.9 |
 FX4214| FX4215 ADAMS RM 4 AZIMUTH                  456.261 METERS 0155511.4 |
 FX4214| FX4534 ADAMS RM 2                           26.609 METERS 03749     |
 FX4214| FX4194 WELDON E COTTON OIL CO TANK         APPROX. 3.7 KM 0822809.7 |
 FX4214| FX4218 LOU                                 342.136 METERS 09124     |
 FX4214| FX4536 ADAMS RM 5                           18.008 METERS 10932     |
 FX4214| FX4535 ADAMS RM 3                           25.024 METERS 15638     |
 FX4214| FX4538 ADAMS RM 7                           10.835 METERS 18838     |
 FX4214| FX4537 ADAMS RM 6                           21.308 METERS 19943     |
 FX4214| FX4236 ADAMS ECC                             7.430 METERS 30851     |
 FX4214| FX4220 ROANOKE RAPIDS LGE TK E SIDE        APPROX. 4.8 KM 3545657.8 |
 FX4214|---------------------------------------------------------------------|
 FX4214
 FX4214                          SUPERSEDED SURVEY CONTROL
 FX4214
 FX4214  NAD 83(2001)-  36 24 32.68810(N)    077 38 53.93213(W) AD(       ) 1
 FX4214  ELLIP H (03/13/03)   15.660  (m)                       GP(       ) 4 2
 FX4214  NAD 83(1986)-  36 24 32.69627(N)    077 38 53.94208(W) AD(       ) 1
 FX4214  NAD 83(1993)-  36 24 32.69454(N)    077 38 53.93078(W) AD(       ) 1
 FX4214  NAD 83(1986)-  36 24 32.69628(N)    077 38 53.94207(W) AD(       ) 1
 FX4214  NAD 27      -  36 24 32.14492(N)    077 38 55.01503(W) AD(       ) 1
 FX4214  NGVD 29 (07/19/86)   50.     (m)          164.     (f) VERT ANG    3  
 FX4214
 FX4214.Superseded values are not recommended for survey control.
 FX4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4214.See file dsdata.txt to determine how the superseded data were derived.
 FX4214
 FX4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6252732582(NAD 83)
 FX4214_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4214_STAMPING: ADAMS 1933 1978
 FX4214_MARK LOGO: NGS   
 FX4214_PROJECTION: RECESSED 7 CENTIMETERS
 FX4214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4214+STABILITY: SURFACE MOTION
 FX4214
 FX4214  HISTORY     - Date     Condition        Report By
 FX4214  HISTORY     - 1978     MONUMENTED       NGS
 FX4214  HISTORY     - 19930309 GOOD             NCGS
 FX4214
 FX4214                          STATION DESCRIPTION
 FX4214
 FX4214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FX4214'THE STATION UNDERGROUND MARK, REFERENCE MARK 5 AND REFERENCE MARK
 FX4214'4 WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 FX4214'REFERENCE MARK 6 WERE NOT FOUND.  THE DISTANCE AND DIRECTION TO
 FX4214'REFERENCE MARK 5 CHECKED WITH THE 1959 RECOVERY BY W.E. RANDALL.  THE
 FX4214'SURFACE MARK WAS RESET DIRECTLY OVER THE UNDERGROUND MARK.
 FX4214'
 FX4214'A COMPLETE NEW DESCRIPTION FOLLOWS.
 FX4214'
 FX4214'STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF WELDON, 2-1/2 MILES
 FX4214'SOUTH OF ROANOAK RAPIDS AND ON THE PROPERTY OF MRS. G.W. ADAMS.
 FX4214'
 FX4214'TO REACH THE STATION FROM THE POST OFFICE IN WELDON, GO SOUTHWEST
 FX4214'ON WASHINGTON AVE. FOR 1.0 MILE.  TURN RIGHT FOR 0.1 MILE TO A
 FX4214'T-ROAD.  TURN LEFT THENCE RIGHT ON SECONDARY ROAD 1641 AND GO
 FX4214'NORTHWEST FOR 1.1 MILES TO A FORK, TAKE THE RIGHT FORK, WEST, ON
 FX4214'SECONDARY ROAD 1698 FOR 0.55 MILE TO STATE ROUTE 125.  TURN RIGHT,
 FX4214'CROSSING OVER I-95 AND GO NORTH FOR 0.9 MILE TO THE STATION ON THE
 FX4214'LEFT.  CONTINUE NORTH FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT AND
 FX4214'THE AZIMUTH MARK (RM 4), ABOUT 100 FEET EAST IN A FENCELINE.
 FX4214'
 FX4214'STATION MARKS ARE STANDARD DISK.  THE SURFACE MARK IS
 FX4214'STAMPED---ADAMS 1933 1978---SET IN THE TOP OF A 14 X 18 INCH
 FX4214'SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.
 FX4214'UNDERGROUND MARK IS STAMPED---ADAMS 1933---AND IS SET ABOUT 28
 FX4214'INCHES BELOW THE GROUND SURFACE.  THEY ARE 62.5 FEET SOUTH OF A
 FX4214'TELEPHONE JUNCTION BOX, 41.5 FEET NORTH OF A LONE PINE TREE, 60 FEET
 FX4214'WEST OF POWERLINE POLE D48, 29 FEET WEST OF THE CENTER LINE OF
 FX4214'STATE ROUTE 125 AND 3.9 FEET WEST OF A WITNESS POST.
 FX4214'
 FX4214'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---ADAMS NO 5 1933---
 FX4214'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT IS FLUSH
 FX4214'WITH THE GROUND.
 FX4214'IT IS 107 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WILLIAMS
 FX4214'HOME, 30 FEET EAST OF THE CENTERLINE OF STATE ROUTE 125, 6.6 FEET
 FX4214'SOUTH OF A TELEPHONE JUNCTION BOX AND 3 FEET SOUTH-SOUTHWEST OF
 FX4214'POWERLINE POLE D 48-6.
 FX4214'
 FX4214'REFERENCE MARK 7 IS A STANDARD DISK
 FX4214'STAMPED---ADAMS 1933 NO 7 1978---,
 FX4214'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 FX4214'PROJECTS 2 INCHES.  IT IS 65.5 FEET SOUTHWEST OF POWERLINE POLE
 FX4214'D48-6, 35.5 FEET SOUTH OF THE WITNESS POST, 27.5 FEET WEST OF THE
 FX4214'CENTER LINE OF STATE ROUTE 125, AND
 FX4214'19 FEET EAST OF THE LONE PINE TREE.
 FX4214'
 FX4214'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---ADAMS NO 4 1933---
 FX4214'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FX4214'THE GROUND.  IT IS 115 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 FX4214'125, 59.5 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE OWNED BY
 FX4214'MR. LEWIS WARREN, 18 FEET SOUTHEAST OF A 36 INCH OAK TREE, 2 FEET
 FX4214'WEST OF A WOOD WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.
 FX4214
 FX4214                          STATION RECOVERY (1993)
 FX4214
 FX4214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4214'NEW TO REACH AS FOLLOWS. ALONG NC-125 FOR 0.7 MI (1.1 KM)
 FX4214'WEST-NORTHWEST FROM I-95 TO STATION ON WEST SIDE OF NC-125. STATION
 FX4214'MARK, REFERENCE MARKS 4, 5, AND 7 WERE RECOVERED AS DESCRIBED. RM 4 IS
 FX4214'TILTED 5 DEGREES TO THE SOUTHEAST.  NEW INFORMATION FOLLOWS. STATION
 FX4214'MARK IS 41.5 FT (12.6 M) NORTHEAST OF A 20-INCH PINE, 62.5 FT (19.1 M)
 FX4214'SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX, 60 FT (18.3 M)
 FX4214'WEST-NORTHWEST OF A POWER POLE, 28.6 FT (8.7 M) WEST-NORTHWEST OF THE
 FX4214'CENTERLINE OF NC 125, AND 3.3 FT (1.0 M) WEST-NORTHWEST OF A WITNESS
 FX4214'POST. REFERENCE MARK 4 PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 114.2
 FX4214'FT (34.8 M) EAST OF THE CENTERLINE OF NC 125, 59.5 FT (18.1 M)
 FX4214'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WARREN HOUSE, 18.7 FT
 FX4214'(5.7 M) SOUTH-SOUTHEAST OF A 36-INCH OAK WITH A TAG, AND 6.8 FT (2.1
 FX4214'M) SOUTH OF A GRAVEL DRIVEWAY. REFERENCE MARK 5 IS LOCATED 106.3 FT
 FX4214'(32.4 M) WEST OF THE SOUTHWEST CORNER OF THE WILLIAMS HOUSE, 30 FT
 FX4214'(9.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 125, 7.0 FT (2.1 M)
 FX4214'SOUTH OF A TELEPHONE JUNCTION BOX, AND 6.0 FT (1.8 M) NORTHEAST OF TWO
 FX4214'WATER METERS. REFERENCE MARK 7 IS FLUSH WITH GROUND. THE STAMPING IS
 FX4214'PARTIALLY OBLITERATED.  LOCATED 65.5 FT (20.0 M) WEST OF A POWER POLE,
 FX4214'27.5 FT (8.4 M) WEST-NORTHWEST OF THE CENTERLINE OF NC 125, AND 19 FT
 FX4214'(5.8 M) EAST OF A 20-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4215 ***********************************************************************
 FX4215  DESIGNATION -  ADAMS RM 4 AZIMUTH
 FX4215  PID         -  FX4215
 FX4215  STATE/COUNTY-  NC/HALIFAX
 FX4215  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX4215
 FX4215                         *CURRENT SURVEY CONTROL
 FX4215  ___________________________________________________________________
 FX4215* NAD 83(2001)-  36 24 46.92258(N)    077 38 48.90865(W)     ADJUSTED  
 FX4215* NAVD 88     -        48.5    (meters)     159.     (feet)  VERTCON   
 FX4215  ___________________________________________________________________
 FX4215  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 FX4215  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FX4215  HORZ ORDER  -  SECOND
 FX4215
 FX4215.The horizontal coordinates were established by classical geodetic methods
 FX4215.and adjusted by the National Geodetic Survey in August 2005.
 FX4215
 FX4215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4215
 FX4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4215
 FX4215.The geoid height was determined by GEOID03.
 FX4215
 FX4215;                    North         East     Units Scale Factor Converg.
 FX4215;SPC NC       -   296,259.898   730,966.369   MT  1.00007808   +0 46 51.4
 FX4215;SPC NC       -   971,979.35  2,398,178.83   sFT  1.00007808   +0 46 51.4
 FX4215;UTM  18      - 4,033,017.104   262,664.510   MT  1.00029406   -1 34 19.0
 FX4215
 FX4215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4215!SPC NC       -   0.99999774  x   1.00007808  =   1.00007582
 FX4215!UTM  18      -   0.99999774  x   1.00029406  =   1.00029180
 FX4215
 FX4215:                Primary Azimuth Mark                     Grid Az
 FX4215:SPC NC       -  ADAMS RESET                              195 08 23.0
 FX4215:UTM  18      -  ADAMS RESET                              197 29 33.4
 FX4215
 FX4215|---------------------------------------------------------------------|
 FX4215| PID    Reference Object                     Distance      Geod. Az  |
 FX4215|                                                           dddmmss.s |
 FX4215| FX4214 ADAMS RESET                         456.261 METERS 1955514.4 |
 FX4215| FX4236 ADAMS ECC                           453.417 METERS 1964707.2 |
 FX4215|---------------------------------------------------------------------|
 FX4215
 FX4215                          SUPERSEDED SURVEY CONTROL
 FX4215
 FX4215  NAD 83(1993)-  36 24 46.92886(N)    077 38 48.90732(W) AD(       ) 2
 FX4215  NAD 83(1986)-  36 24 46.93063(N)    077 38 48.91889(W) AD(       ) 2
 FX4215  NAD 27      -  36 24 46.37887(N)    077 38 49.99177(W) AD(       ) 2
 FX4215  NGVD 29 (07/19/86)   48.8    (m)          160.     (f) VERT ANG    3  
 FX4215
 FX4215.Superseded values are not recommended for survey control.
 FX4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4215.See file dsdata.txt to determine how the superseded data were derived.
 FX4215
 FX4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6266533017(NAD 83)
 FX4215_MARKER: DR = REFERENCE MARK DISK
 FX4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4215_STAMPING: ADAMS NO 4 1933
 FX4215_MARK LOGO: NGS   
 FX4215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4215+STABILITY: SURFACE MOTION
 FX4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4215+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 FX4215
 FX4215  HISTORY     - Date     Condition        Report By
 FX4215  HISTORY     - 1953     MONUMENTED       CGS
 FX4215  HISTORY     - 1973     GOOD             NCGS
 FX4215  HISTORY     - 19900215 GOOD             NCGS
 FX4215
 FX4215                          STATION DESCRIPTION
 FX4215
 FX4215'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 FX4215'REFERENCE MARK 4 (AZIMUTH MARK) IS 115 FT. E OF THE
 FX4215'APPROXIMATE CENTERLINE OF THE ROAD, 19 FT. SE OF A LARGE TREE,
 FX4215'60 FT. SW OF THE SW CORNER OF A HOUSE, AND 2 FT. W OF A WHITE
 FX4215'WITNESS POST.  IT IS A STANDARD DISK,
 FX4215'STAMPED---ADAMS NO 4 1933---, AND SET FLUSH WITH THE GROUND.
 FX4215'
 FX4215'TO REACH STATION ADAMS FROM THE JUNCTION OF U.S. HIGHWAYS 158
 FX4215'AND 301 A IN WELDON, GO S ON HIGHWAY 301 A FOR 1.0 MI. TO A
 FX4215'SIDE ROAD RIGHT AND AN AUTOMOBILE SERVICE STATION ON THE
 FX4215'RIGHT.  TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 1.2 MI. TO A
 FX4215'FORK AT A SIGN LITTLETON 18 MILE.  TURN RIGHT (W) FOR 1.2 MI. TO
 FX4215'A CROSSROAD AND A SIGN ROANOKE RAPIDS 4 MILES.  FROM HERE TURN
 FX4215'RIGHT AND GO 0.4 MI. TO THE TOP OF A GRADE AND THE STATION
 FX4215'SITE ON THE LEFT AS DESCRIBED.
 FX4215'
 FX4215'TO REACH REFERENCE MARK 4 (AZIMUTH MARK) CONTINUE N FOR 0.3
 FX4215'MI. TO A DRIVEWAY TO A FARMHOUSE ON THE LEFT, THEN LEFT ON THE
 FX4215'DRIVEWAY FOR ABOUT 100 FT. TO THE MARK ON THE RIGHT IN A FENCE
 FX4215'LINE.
 FX4215
 FX4215                          STATION RECOVERY (1973)
 FX4215
 FX4215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4215'ADAMS 1933 RM 4 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 FX4215'VICINITY OF WELDON, NORTH CAROLINA.
 FX4215'
 FX4215'ADAMS NO. 4 (AZ. MARK) IS LOCATED APPROXIMATELY 3.0 MILES WSW OF
 FX4215'WELDON AND 3.6 MILES SOUTH OF ROANOKE RAPIDS.  TO REACH STATION
 FX4215'PROCEED FROM INTERSECTION OF US 158 AND NC 125 AT SOUTH EDGE OF
 FX4215'ROANOKE RAPIDS, PROCEED SOUTHERLY ALONG NC 125 FOR 1.9 MILES TO SR
 FX4215'1683 WEST, CONTINUE SOUTH ALONG NC 125 FOR ABOUT 0.1 MILE TO A
 FX4215'DRIVEWAY TO A FARMHOUSE ON LEFT, THENCE EAST ALONG DRIVEWAY FOR
 FX4215'APPROXIMATELY 100 FEET TO STATION ON RIGHT, AND 1.0 MILE
 FX4215'NORTHWEST ALONG NC 125 FROM BRIDGE OVER I-95 (NO EXIT).
 FX4215'
 FX4215'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY AZIMUTH MARK
 FX4215'DISK, STAMPED ADAMS NO. 4 1933, SET IN THE TOP OF A CONCRETE
 FX4215'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FX4215'
 FX4215'MARK IS
 FX4215'115.4 FEET E OF C/L OF NC 125 AT DRIVEWAY.
 FX4215'60.0 FEET SW OF SW CORNER OF FARMHOUSE.
 FX4215'16.5 FEET SE OF LARGE TREE ON N SIDE OF DRIVE.
 FX4215
 FX4215                          STATION RECOVERY (1990)
 FX4215
 FX4215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FX4215'RECOVERED AS DESCRIBED.  MARK PROJECTS 6 INCHES AND LEANS SLIGHTLY TO
 FX4215'THE EAST.  LOCATED 63 FT (19.2 M) SOUTHEAST OF THE CENTERLINE OF NC
 FX4215'125 AT A DRIVEWAY, 65.4 FT (19.9 M) SOUTHWEST OF THE SOUTHEAST CORNER
 FX4215'OF A FARM HOUSE, AND 18.5 FT (5.6 M) SOUTHEAST OF A 40-INCH OAK WITH A
 FX4215'REFERENCE TAG.  MARK IS UNDER THE OVERHANG OF TREES AND CANNOT BE USED
 FX4215'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4536 ***********************************************************************
 FX4536  DESIGNATION -  ADAMS RM 5
 FX4536  PID         -  FX4536
 FX4536  STATE/COUNTY-  NC/HALIFAX
 FX4536  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX4536
 FX4536                         *CURRENT SURVEY CONTROL
 FX4536  ___________________________________________________________________
 FX4536* NAD 83(2001)-  36 24 32.49284(N)    077 38 53.25093(W)     ADJUSTED  
 FX4536* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 FX4536  ___________________________________________________________________
 FX4536  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FX4536  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 FX4536  HORZ ORDER  -  SECOND
 FX4536
 FX4536.The horizontal coordinates were established by classical geodetic methods
 FX4536.and adjusted by the National Geodetic Survey in August 2005.
 FX4536
 FX4536.The orthometric height was scaled from a topographic map.
 FX4536
 FX4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4536
 FX4536.The geoid height was determined by GEOID03.
 FX4536
 FX4536;                    North         East     Units Scale Factor Converg.
 FX4536;SPC NC       -   295,813.647   730,864.244   MT  1.00007666   +0 46 48.9
 FX4536;SPC NC       -   970,515.27  2,397,843.77   sFT  1.00007666   +0 46 48.9
 FX4536;UTM  18      - 4,032,575.326   262,544.124   MT  1.00029476   -1 34 21.1
 FX4536
 FX4536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4536!SPC NC       -   0.99999754  x   1.00007666  =   1.00007420
 FX4536!UTM  18      -   0.99999754  x   1.00029476  =   1.00029230
 FX4536
 FX4536                          SUPERSEDED SURVEY CONTROL
 FX4536
 FX4536  NAD 83(1986)-  36 24 32.50094(N)    077 38 53.26091(W) AD(       ) 2
 FX4536
 FX4536.Superseded values are not recommended for survey control.
 FX4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4536.See file dsdata.txt to determine how the superseded data were derived.
 FX4536
 FX4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6254432575(NAD 83)
 FX4536_MARKER: DR = REFERENCE MARK DISK
 FX4536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4536_STAMPING: ADAMS NO 5 1933
 FX4536_MARK LOGO: CGS   
 FX4536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4536+STABILITY: SURFACE MOTION
 FX4536
 FX4536  HISTORY     - Date     Condition        Report By
 FX4536  HISTORY     - 1953     MONUMENTED       CGS
 FX4536  HISTORY     - 19930309 GOOD             NCGS
 FX4536
 FX4536                          STATION DESCRIPTION
 FX4536
 FX4536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4536'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH ROANOKE RAPIDS AND 3.1
 FX4536'MI (5.0 KM) WEST-SOUTHWEST OF WELDON. ALONG NC-125 FOR 0.7 MI (1.1 KM)
 FX4536'WEST-NORTHWEST FROM THE I-95 INTERCHANGE TO STATION ON EAST SIDE OF
 FX4536'NC-125. MARK IS ABOUT LEVEL WITH NC-125 AND FLUSH WITH THE GROUND.
 FX4536'LOCATED 30.0 FT (9.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC-125,
 FX4536'106.3 FT (32.4 M) WEST OF THE SOUTHWEST CORNER OF RESIDENCE, 7.0 FT
 FX4536'(2.1 M) SOUTH OF A TELEPHONE JUNCTION BOX, 6.0 FT (1.8 M) NORTHEAST OF
 FX4536'TWO WATER METERS, AND 3.0 FT (0.9 M) SOUTHWEST OF POWER POLE D48-6.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4538 ***********************************************************************
 FX4538  DESIGNATION -  ADAMS RM 7
 FX4538  PID         -  FX4538
 FX4538  STATE/COUNTY-  NC/HALIFAX
 FX4538  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX4538
 FX4538                         *CURRENT SURVEY CONTROL
 FX4538  ___________________________________________________________________
 FX4538* NAD 83(2001)-  36 24 32.34052(N)    077 38 53.99727(W)     ADJUSTED  
 FX4538* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 FX4538  ___________________________________________________________________
 FX4538  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FX4538  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 FX4538  HORZ ORDER  -  SECOND
 FX4538
 FX4538.The horizontal coordinates were established by classical geodetic methods
 FX4538.and adjusted by the National Geodetic Survey in August 2005.
 FX4538
 FX4538.The orthometric height was scaled from a topographic map.
 FX4538
 FX4538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4538
 FX4538.The geoid height was determined by GEOID03.
 FX4538
 FX4538;                    North         East     Units Scale Factor Converg.
 FX4538;SPC NC       -   295,808.699   730,845.713   MT  1.00007665   +0 46 48.5
 FX4538;SPC NC       -   970,499.04  2,397,782.98   sFT  1.00007665   +0 46 48.5
 FX4538;UTM  18      - 4,032,571.142   262,525.402   MT  1.00029487   -1 34 21.5
 FX4538
 FX4538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4538!SPC NC       -   0.99999754  x   1.00007665  =   1.00007419
 FX4538!UTM  18      -   0.99999754  x   1.00029487  =   1.00029241
 FX4538
 FX4538                          SUPERSEDED SURVEY CONTROL
 FX4538
 FX4538  NAD 83(1986)-  36 24 32.34873(N)    077 38 54.00732(W) AD(       ) 2
 FX4538
 FX4538.Superseded values are not recommended for survey control.
 FX4538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4538.See file dsdata.txt to determine how the superseded data were derived.
 FX4538
 FX4538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6252532571(NAD 83)
 FX4538_MARKER: DR = REFERENCE MARK DISK
 FX4538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4538_STAMPING: ADAMS 1933 NO 7 1978
 FX4538_MARK LOGO: NGS   
 FX4538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4538+STABILITY: SURFACE MOTION
 FX4538
 FX4538  HISTORY     - Date     Condition        Report By
 FX4538  HISTORY     - 1978     MONUMENTED       NGS
 FX4538  HISTORY     - 19930309 GOOD             NCGS
 FX4538
 FX4538                          STATION DESCRIPTION
 FX4538
 FX4538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4538'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH ROANOKE RAPIDS AND 3.1
 FX4538'MI (5.0 KM) WEST-SOUTHWEST OF WELDON. ALONG NC-125 FOR 0.7 MI (1.1 KM)
 FX4538'WEST-NORTHWEST FROM THE I-95 INTERCHANGE TO STATION ON WEST SIDE OF
 FX4538'NC-125. MARK IS ABOUT LEVEL WITH NC-125 AND FLUSH WITH THE GROUND.
 FX4538'LOCATED 27.5 FT (8.4 M) WEST-NORTHWEST OF THE CENTERLINE OF NC-125,
 FX4538'35.5 FT (10.8 M) SOUTH-SOUTHWEST OF A WITNESS POST, 65.5 FT (20.0 M)
 FX4538'WEST OF POWER POLE D48-6, AND 19.0 FT (5.8 M) EAST OF A 20-INCH PINE
 FX4538'TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4481 ***********************************************************************
 FY4481  DESIGNATION -  ADAR
 FY4481  PID         -  FY4481
 FY4481  STATE/COUNTY-  NC/ORANGE
 FY4481  USGS QUAD   -  CEDAR GROVE (1967)
 FY4481
 FY4481                         *CURRENT SURVEY CONTROL
 FY4481  ___________________________________________________________________
 FY4481* NAD 83(2001)-  36 12 16.65199(N)    079 13 57.69953(W)     ADJUSTED  
 FY4481* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 FY4481  ___________________________________________________________________
 FY4481  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FY4481  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FY4481  HORZ ORDER  -  SECOND
 FY4481
 FY4481.The horizontal coordinates were established by classical geodetic methods
 FY4481.and adjusted by the National Geodetic Survey in August 2005.
 FY4481
 FY4481.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4481
 FY4481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4481
 FY4481.The geoid height was determined by GEOID03.
 FY4481
 FY4481;                    North         East     Units Scale Factor Converg.
 FY4481;SPC NC       -   272,330.294   588,674.770   MT  1.00001081   -0 08 03.5
 FY4481;SPC NC       -   893,470.31  1,931,343.81   sFT  1.00001081   -0 08 03.5
 FY4481;UTM  17      - 4,008,092.408   658,878.238   MT  0.99991102   +1 02 38.8
 FY4481
 FY4481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4481!SPC NC       -   0.99997074  x   1.00001081  =   0.99998155
 FY4481!UTM  17      -   0.99997074  x   0.99991102  =   0.99988176
 FY4481
 FY4481                          SUPERSEDED SURVEY CONTROL
 FY4481
 FY4481  NAD 83(1993)-  36 12 16.65403(N)    079 13 57.70397(W) AD(       ) 2
 FY4481  NAD 83(1986)-  36 12 16.65383(N)    079 13 57.70673(W) AD(       ) 2
 FY4481  NGVD 29 (07/16/92)  217.2    (m)          713.     (f) VERT ANG    3  
 FY4481
 FY4481.Superseded values are not recommended for survey control.
 FY4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4481.See file dsdata.txt to determine how the superseded data were derived.
 FY4481
 FY4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5887808092(NAD 83)
 FY4481_MARKER: DE = TRAVERSE STATION DISK
 FY4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4481_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4481+STABILITY: SURFACE MOTION
 FY4481
 FY4481  HISTORY     - Date     Condition        Report By
 FY4481  HISTORY     - 1981     MONUMENTED       NCGS
 FY4481  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 FY4481
 FY4481                          STATION DESCRIPTION
 FY4481
 FY4481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4481'STATION IS LOCATED ABOUT 3.8 MILES SOUTHWEST OF PROSPECT HILL AND
 FY4481'7.8 MILES NORTH-NORTHEAST OF MEBANE.
 FY4481'
 FY4481'ALONG NC 49, 3.7 MILES SOUTHWEST FROM NC 86 INTERSECTION (0.6 MILE
 FY4481'SOUTH OF PROSPECT HILL) OR 0.1 MILE SOUTHWEST OF
 FY4481'MT ADAR BAPTIST CHURCH AND AT SR 1364 INTERSECTION IN SHOULDER OF
 FY4481'HIGHWAY.
 FY4481'
 FY4481'THE STATION IS A STANDARD NCGS DISK
 FY4481'STAMPED---ADAR 1981---,
 FY4481'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4481'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 FY4481'4.50 METERS (14.7 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FY4481'HIGHWAY,
 FY4481'5.95 METERS (19.6 FT) WEST-NORTHWEST FROM THE CENTERLINE
 FY4481'INTERSECTION OF HIGHWAY AND ROAD AND--
 FY4481'25.20 METERS (82.6 FT) SOUTHWEST FROM A POWER POLE WITH TRANSFORMER,
 FY4481'24.80 METERS (81.4 FT) EAST-SOUTHEAST FROM A POWER POLE WITH LIGHT
 FY4481'AND
 FY4481'30.25 METERS (99.2 FT) EAST FROM A TELEPHONE PEDESTAL AT SERVICE
 FY4481'POLE (M 109)--ALL WITH REFERENCE TAGS.
 FY4481'
 FY4481'MARK IS 1 FOOT BELOW HIGHWAY LEVEL.
 FY4481
 FY4481                          STATION RECOVERY (2004)
 FY4481
 FY4481'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY4481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2022 ***********************************************************************
 FY2022  DESIGNATION -  ADCOCK
 FY2022  PID         -  FY2022
 FY2022  STATE/COUNTY-  NC/GRANVILLE
 FY2022  USGS QUAD   -  BEREA (1990)
 FY2022
 FY2022                         *CURRENT SURVEY CONTROL
 FY2022  ___________________________________________________________________
 FY2022* NAD 83(2007)-  36 15 14.25824(N)    078 43 41.02332(W)     ADJUSTED  
 FY2022* NAVD 88     -       146.338  (meters)     480.11   (feet)  ADJUSTED  
 FY2022  ___________________________________________________________________
 FY2022  EPOCH DATE  -        2002.00
 FY2022  X           -   1,006,546.904 (meters)                     COMP
 FY2022  Y           -  -5,050,146.491 (meters)                     COMP
 FY2022  Z           -   3,751,020.787 (meters)                     COMP
 FY2022  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 FY2022  ELLIP HEIGHT-         114.896 (meters)          (02/10/07) ADJUSTED
 FY2022  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FY2022  DYNAMIC HT  -         146.222 (meters)     479.73  (feet)  COMP
 FY2022
 FY2022  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2022  Type    PID    Designation                      North   East  Ellip
 FY2022  -------------------------------------------------------------------
 FY2022  NETWORK FY2022 ADCOCK                            0.61   0.57   2.39
 FY2022  -------------------------------------------------------------------
 FY2022  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 FY2022
 FY2022  VERT ORDER  -  SECOND    CLASS I
 FY2022
 FY2022.The horizontal coordinates were established by GPS observations
 FY2022.and adjusted by the National Geodetic Survey in February 2007.
 FY2022
 FY2022.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2022.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2022.The horizontal coordinates are valid at the epoch date displayed above.
 FY2022.The epoch date for horizontal control is a decimal equivalence
 FY2022.of Year/Month/Day.
 FY2022
 FY2022.The orthometric height was determined by differential leveling
 FY2022.and adjusted in June 1991.
 FY2022
 FY2022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2022
 FY2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2022
 FY2022.The ellipsoidal height was determined by GPS observations
 FY2022.and is referenced to NAD 83.
 FY2022
 FY2022.The geoid height was determined by GEOID03.
 FY2022
 FY2022.The dynamic height is computed by dividing the NAVD 88
 FY2022.geopotential number by the normal gravity value computed on the
 FY2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2022.degrees latitude (g = 980.6199 gals.).
 FY2022
 FY2022.The modeled gravity was interpolated from observed gravity values.
 FY2022
 FY2022;                    North         East     Units Scale Factor Converg.
 FY2022;SPC NC       -   277,813.723   634,041.889   MT  1.00002553   +0 09 25.0
 FY2022;SPC NC       -   911,460.52  2,080,185.76   sFT  1.00002553   +0 09 25.0
 FY2022;UTM  17      - 4,014,510.983   704,122.054   MT  1.00011340   +1 20 38.4
 FY2022
 FY2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2022!SPC NC       -   0.99998197  x   1.00002553  =   1.00000750
 FY2022!UTM  17      -   0.99998197  x   1.00011340  =   1.00009537
 FY2022
 FY2022:                Primary Azimuth Mark                     Grid Az
 FY2022:SPC NC       -  MORRIS                                   180 04 08.8
 FY2022:UTM  17      -  MORRIS                                   178 52 55.4
 FY2022
 FY2022|---------------------------------------------------------------------|
 FY2022| PID    Reference Object                     Distance      Geod. Az  |
 FY2022|                                                           dddmmss.s |
 FY2022| FY2021 MORRIS                              APPROX. 0.8 KM 1801333.8 |
 FY2022|---------------------------------------------------------------------|
 FY2022
 FY2022                          SUPERSEDED SURVEY CONTROL
 FY2022
 FY2022  NAD 83(2001)-  36 15 14.25849(N)    078 43 41.02335(W) AD(       ) B
 FY2022  ELLIP H (01/30/03)  114.895  (m)                       GP(       ) 4 2
 FY2022  NAD 83(1995)-  36 15 14.25894(N)    078 43 41.02304(W) AD(       ) B
 FY2022  ELLIP H (09/11/96)  114.896  (m)                       GP(       ) 4 1
 FY2022  NAD 83(1993)-  36 15 14.26557(N)    078 43 41.02967(W) AD(       ) 2
 FY2022  NAD 83(1986)-  36 15 14.26491(N)    078 43 41.03408(W) AD(       ) 1
 FY2022  NAD 27      -  36 15 13.74661(N)    078 43 42.02101(W) AD(       ) 2
 FY2022  NAVD 88 (09/11/96)  146.34   (m)          480.1    (f) LEVELING    3  
 FY2022  NGVD 29 (03/05/92)  146.609  (m)          481.00   (f) ADJUSTED    2 1
 FY2022
 FY2022.Superseded values are not recommended for survey control.
 FY2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2022.See file dsdata.txt to determine how the superseded data were derived.
 FY2022
 FY2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0412214511(NAD 83)
 FY2022_MARKER: DH = HORIZONTAL CONTROL DISK
 FY2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2022_SP_SET: CONCRETE POST
 FY2022_STAMPING: ADCOCK 1971
 FY2022_MARK LOGO: NCGS  
 FY2022_PROJECTION: RECESSED 5 CENTIMETERS
 FY2022_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2022+STABILITY: SURFACE MOTION
 FY2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2022+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1995
 FY2022
 FY2022  HISTORY     - Date     Condition        Report By
 FY2022  HISTORY     - 1971     MONUMENTED       NCGS
 FY2022  HISTORY     - 1978     GOOD             NCGS
 FY2022  HISTORY     - 1978     GOOD             NCGS
 FY2022  HISTORY     - 1983     GOOD             USPSQD
 FY2022  HISTORY     - 1985     GOOD             USPSQD
 FY2022  HISTORY     - 1987     GOOD             USPSQD
 FY2022  HISTORY     - 19950123 GOOD             NCGS
 FY2022
 FY2022                          STATION DESCRIPTION
 FY2022
 FY2022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2022'ADCOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2022'IN THE VICINITY OF STEM, NORTH CAROLINA.
 FY2022'
 FY2022'ADCOCK IS LOCATED APPROXIMATELY 3.7 MILES NORTH OF STEM AND 0.7
 FY2022'MILES FROM THE COMMUNITY OF CULBRETH.  TO REACH STATION PROCEED
 FY2022'FROM THE INTERSECTION OF SR 1138 AND SR 1139 AT CULBRETH.  GO SOUTH
 FY2022'ALONG SR 1138 FOR 0.65 MILE TO A DRIVE WEST AND STATION ON RIGHT
 FY2022'(W SIDE OF SR 1138).  AND 0.4 MILE NORTH OF INTERSECTION OF SR
 FY2022'1138 AND SR 1153.
 FY2022'
 FY2022'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2022'ADCOCK 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2022'WHICH IS FLUSH WITH THE GROUND.
 FY2022'
 FY2022'MARK IS
 FY2022'70.2 FEET W OF C/L OF SR 1138.
 FY2022'22.4 FEET N OF C/L OF DRIVE TO A BRICK RESIDENCE.
 FY2022'84.1 FEET E OF ALUMINUM REF. TAG ON PP.
 FY2022'49.3 FEET SW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FY2022'42.2 FEET WSW OF ALUMINUM REF. TAG ON A BUG CATCHER POST.
 FY2022'48.6 FEET ENE OF NE CORNER OF A BRICK RESIDENCE.
 FY2022'41.3 FEET NW OF TOP OF A TELEPHONE JUNCTION BOX.
 FY2022
 FY2022                          STATION RECOVERY (1978)
 FY2022
 FY2022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG)
 FY2022'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FY2022'
 FY2022'THE STATION IS 2 INCHES BELOW THE GROUND, THE DRIVEWAY IS CIRCULAR AND
 FY2022'THE REFERENCES SHOULD READ AS FOLLOWS.
 FY2022'
 FY2022'70.2 FEET WEST OF THE CENTERLINE OF SR 1138, 22.4 FEET NORTH OF THE
 FY2022'CENTERLINE OF SOUTH SECTION OF DRIVEWAY, 58.3 FEET SOUTH OF THE
 FY2022'CENTERLINE OF NORTH SECTION OF DRIVEWAY, 48.6 FEET EAST-NORTHEAST OF
 FY2022'NORTHEAST CORNER OF BRICK HOME, 24.0 FEET SOUTH-SOUTHEAST OF SERVICE
 FY2022'POLE WITH REFERENCE TAG, 50.3 FEET WEST-SOUTHWEST OF POWER POLE WITH
 FY2022'REFERENCE TAG AND 41.3 FEET NORTHWEST OF TELEPHONE JUNCTION BOX.
 FY2022
 FY2022                          STATION RECOVERY (1978)
 FY2022
 FY2022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY2022'3.7 MI NORTH FROM STEM.
 FY2022'TO REACH STATION FROM THE INTERSECTION OF SR 1138 AND SR 1139 AT
 FY2022'CULBRETH, PROCEED SOUTH ALONG SR 1138 FOR 0.65 MILE TO RESIDENCE ON
 FY2022'RIGHT WITH CIRCULAR DRIVEWAY AND STATION IN YARD AND 0.4 MILE NORTH OF
 FY2022'T INTERSECTION WITH SR 1153 EAST, 70.2 FT. WEST OF CENTERLINE OF SR
 FY2022'1138, 22.4 FT. NORTH OF CENTERLINE OF SOUTH SECTION OF DRIVEWAY, 58.3
 FY2022'FT. SOUTH OF CENTERLINE OF NORTH SECTION OF DRIVEWAY, 48.6 FT. EAST
 FY2022'NORTHEAST OF NORTHEAST CORNER OF BRICK HOUSE, 24.0 FT. SOUTH SOUTHEAST
 FY2022'OF SERVICE POLE WITH ALUMINUM REF. TAG, 50.3 FT. WEST SOUTHWEST OF
 FY2022'POWER POLE WITH ALUMINUM REF. TAG AND 41.3 FT. NORTHWEST OF TELEPHONE
 FY2022'JUNCTION BOX.
 FY2022
 FY2022                          STATION RECOVERY (1983)
 FY2022
 FY2022'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY2022'ADCOCK 1971 RECOVERED GOOD.
 FY2022'
 FY2022'TOP IS 1 INCH BELOW GROUND.
 FY2022'
 FY2022'BUG CATCHER POST IS NO LONGER THERE.
 FY2022
 FY2022                          STATION RECOVERY (1985)
 FY2022
 FY2022'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS)
 FY2022'RECOVERED IN GOOD CONDITION.
 FY2022
 FY2022                          STATION RECOVERY (1987)
 FY2022
 FY2022'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2022'RECOVERED IN GOOD CONDITION.
 FY2022
 FY2022                          STATION RECOVERY (1995)
 FY2022
 FY2022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY2022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3399 ***********************************************************************
 EZ3399  DESIGNATION -  ADCOCK
 EZ3399  PID         -  EZ3399
 EZ3399  STATE/COUNTY-  NC/LEE
 EZ3399  USGS QUAD   -  SANFORD (1981)
 EZ3399
 EZ3399                         *CURRENT SURVEY CONTROL
 EZ3399  ___________________________________________________________________
 EZ3399* NAD 83(2001)-  35 29 01.06228(N)    079 11 53.78391(W)     ADJUSTED  
 EZ3399* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 EZ3399  ___________________________________________________________________
 EZ3399  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 EZ3399  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 EZ3399  HORZ ORDER  -  SECOND
 EZ3399
 EZ3399.The horizontal coordinates were established by classical geodetic methods
 EZ3399.and adjusted by the National Geodetic Survey in August 2005.
 EZ3399
 EZ3399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3399
 EZ3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3399
 EZ3399.The geoid height was determined by GEOID03.
 EZ3399
 EZ3399;                    North         East     Units Scale Factor Converg.
 EZ3399;SPC NC       -   192,330.086   591,610.512   MT  0.99988075   -0 06 52.0
 EZ3399;SPC NC       -   631,002.96  1,940,975.49   sFT  0.99988075   -0 06 52.0
 EZ3399;UTM  17      - 3,928,169.783   663,446.189   MT  0.99992922   +1 02 45.9
 EZ3399
 EZ3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3399!SPC NC       -   0.99998945  x   0.99988075  =   0.99987020
 EZ3399!UTM  17      -   0.99998945  x   0.99992922  =   0.99991867
 EZ3399
 EZ3399|---------------------------------------------------------------------|
 EZ3399| PID    Reference Object                     Distance      Geod. Az  |
 EZ3399|                                                           dddmmss.s |
 EZ3399| EZ3398 PATROL                              365.042 METERS 19220     |
 EZ3399|---------------------------------------------------------------------|
 EZ3399
 EZ3399                          SUPERSEDED SURVEY CONTROL
 EZ3399
 EZ3399  NAD 83(1986)-  35 29 01.06535(N)    079 11 53.78784(W) AD(       ) 2
 EZ3399  NAD 27      -  35 29 00.51159(N)    079 11 54.71013(W) AD(       ) 2
 EZ3399  NGVD 29 (07/19/86)   99.0    (m)          325.     (f) VERT ANG    3  
 EZ3399
 EZ3399.Superseded values are not recommended for survey control.
 EZ3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3399.See file dsdata.txt to determine how the superseded data were derived.
 EZ3399
 EZ3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6344628170(NAD 83)
 EZ3399_MARKER: DE = TRAVERSE STATION DISK
 EZ3399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3399_STAMPING: ADCOCK 1970
 EZ3399_MARK LOGO: NCGS  
 EZ3399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3399+STABILITY: SURFACE MOTION
 EZ3399
 EZ3399  HISTORY     - Date     Condition        Report By
 EZ3399  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3399
 EZ3399                          STATION DESCRIPTION
 EZ3399
 EZ3399'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3399'ADCOCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3399'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3399'
 EZ3399'ADCOCK IS LOCATED APPROXIMATELY 2.3 MILES NORTHWEST OF SANFORD.  TO
 EZ3399'REACH STATION PROCEED FROM THE BRIDGE ON US 1, 15 AND 501 OVER US
 EZ3399'421 NEAR THE NORTHWEST EDGE OF SANFORD, GO SOUTH ON US 1, 15 AND 501
 EZ3399'FOR 0.55 MILE TO SR 1100, CONTINUE SOUTH ON US 1, 15 AND 501 FOR
 EZ3399'0.3 MILE TO STATION ON THE RIGHT, ON TOP OF HIGH BANK, AND 0.2 MILE
 EZ3399'NORTH OF BRIDGE OVER SR 1009.
 EZ3399'
 EZ3399'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ3399'ADCOCK 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3399'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3399'
 EZ3399'MARK IS--
 EZ3399'77.9 FEET W OF C/L OF US 1, 15 AND 501.
 EZ3399'11.7 FEET E OF C/L OF LANE TO TOBACCO BARN.
 EZ3399'24.4 FEET E OF ALUMINUM REF. TAG ON 4 INCH PINE.
 EZ3399'27.1 FEET NE OF ALUMINUM REF. TAG ON 4 INCH PINE.
 EZ3399'28.9 FEET SE OF ALUMINUM REF. TAG ON 4 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2975 ***********************************************************************
 FY2975  DESIGNATION -  ADCOCK
 FY2975  PID         -  FY2975
 FY2975  STATE/COUNTY-  NC/PERSON
 FY2975  USGS QUAD   -  MORIAH (1987)
 FY2975
 FY2975                         *CURRENT SURVEY CONTROL
 FY2975  ___________________________________________________________________
 FY2975* NAD 83(2001)-  36 18 44.61697(N)    078 50 33.29693(W)     ADJUSTED  
 FY2975* NAVD 88     -       206.7    (meters)     678.     (feet)  VERTCON   
 FY2975  ___________________________________________________________________
 FY2975  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 FY2975  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FY2975  HORZ ORDER  -  SECOND
 FY2975
 FY2975.The horizontal coordinates were established by classical geodetic methods
 FY2975.and adjusted by the National Geodetic Survey in August 2005.
 FY2975
 FY2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2975
 FY2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2975
 FY2975.The geoid height was determined by GEOID03.
 FY2975
 FY2975;                    North         East     Units Scale Factor Converg.
 FY2975;SPC NC       -   284,275.653   623,738.990   MT  1.00004393   +0 05 27.1
 FY2975;SPC NC       -   932,661.04  2,046,383.67   sFT  1.00004393   +0 05 27.1
 FY2975;UTM  17      - 4,020,758.407   693,686.939   MT  1.00006224   +1 16 40.8
 FY2975
 FY2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2975!SPC NC       -   0.99997244  x   1.00004393  =   1.00001637
 FY2975!UTM  17      -   0.99997244  x   1.00006224  =   1.00003468
 FY2975
 FY2975:                Primary Azimuth Mark                     Grid Az
 FY2975:SPC NC       -  KILO                                     143 39 43.9
 FY2975:UTM  17      -  KILO                                     142 28 30.2
 FY2975
 FY2975|---------------------------------------------------------------------|
 FY2975| PID    Reference Object                     Distance      Geod. Az  |
 FY2975|                                                           dddmmss.s |
 FY2975| FY2974 KILO                                APPROX. 5.0 KM 1434511.0 |
 FY2975|---------------------------------------------------------------------|
 FY2975
 FY2975                          SUPERSEDED SURVEY CONTROL
 FY2975
 FY2975  NAD 83(1993)-  36 18 44.62169(N)    078 50 33.30207(W) AD(       ) 2
 FY2975  NAD 83(1986)-  36 18 44.62114(N)    078 50 33.30708(W) AD(       ) 2
 FY2975  NAD 27      -  36 18 44.10693(N)    078 50 34.27862(W) AD(       ) 2
 FY2975  NGVD 29 (07/19/86)  207.0    (m)          679.     (f) VERT ANG    3  
 FY2975
 FY2975.Superseded values are not recommended for survey control.
 FY2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2975.See file dsdata.txt to determine how the superseded data were derived.
 FY2975
 FY2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9368720758(NAD 83)
 FY2975_MARKER: DD = SURVEY DISK
 FY2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2975_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2975+STABILITY: SURFACE MOTION
 FY2975
 FY2975  HISTORY     - Date     Condition        Report By
 FY2975  HISTORY     - 1977     MONUMENTED       NCGS
 FY2975  HISTORY     - 20061020 POOR             GEOCAC
 FY2975
 FY2975                          STATION DESCRIPTION
 FY2975
 FY2975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2975'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTHEAST OF SURL AND
 FY2975'9.6 MILES SOUTHEAST OF ROXBORO.
 FY2975'
 FY2975'TO REACH THE STATION FROM THE INTERSECTION OF SR 1717 WITH US 158 AT
 FY2975'SURL, PROCEED EAST ALONG US 158 FOR 1.1 MILE TO SR 1721 (MORIAH ROAD)
 FY2975'ON RIGHT, THENCE SOUTHERLY ALONG SR 1721 FOR 2.0 MILES TO SR 1727
 FY2975'(PEED/OAKLEY ROAD) ON LEFT, THENCE EAST ALONG SR 1727 FOR 1.15 MILES
 FY2975'TO STATION ON THE LEFT, AT THE WEST SIDE OF A HIGH VOLTAGE
 FY2975'TRANSMISSION LINE RIGHT-OF-WAY.
 FY2975'
 FY2975'STATION MARK IS A STANDARD DISK STAMPED---ADCOCK 1977---SET IN THE TOP
 FY2975'OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.  THE
 FY2975'MARK IS 267.0 FEET NORTH OF THE CENTERLINE OF SR 1727, 42.0 FEET
 FY2975'WEST-SOUTHWEST OF THE CENTERLINE OF TRANSMISSION LINE, 54.2 FEET
 FY2975'SOUTHEAST OF A 10 INCH PINE WITH REFERENCE TAG, 108.0 FEET WEST OF A
 FY2975'6 INCH PINE WITH REFERENCE TAG AND 108.0 FEET SOUTHWEST OF AN 8 INCH
 FY2975'MAPLE WITH REFERENCE TAG.
 FY2975
 FY2975                          STATION RECOVERY (2006)
 FY2975
 FY2975'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2975'RECOVERED WITH MONUMENT CHIPPED AND DISK MISSING. STEM IS INTACT.
 FY2975'STATION IS ON THE EASTERN EDGE OF A FIELD ROAD, 267 FEET NORTH OF THE
 FY2975'C/L OF SR1727. A BARRICADE CABLE WAS IN PLACE ON THE DAY OF MY VISIT,
 FY2975'SO MARK WAS ACCESSED ON FOOT.
 FY2975' 
 FY2975'REFERENCES. PIN 0943-00-63-2195.000. CURRENT OWNER CHARLES GARY
 FY2975'ADCOCK, PO BOX 74, ROXBORO NC 27573.
 FY2975' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3507 ***********************************************************************
 FB3507  DESIGNATION -  ADDIE
 FB3507  PID         -  FB3507
 FB3507  STATE/COUNTY-  NC/JACKSON
 FB3507  USGS QUAD   -  SYLVA NORTH (1978)
 FB3507
 FB3507                         *CURRENT SURVEY CONTROL
 FB3507  ___________________________________________________________________
 FB3507* NAD 83(2001)-  35 23 41.44448(N)    083 09 22.59465(W)     ADJUSTED  
 FB3507* NAVD 88     -       802.6    (meters)    2633.     (feet)  VERTCON   
 FB3507  ___________________________________________________________________
 FB3507  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FB3507  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FB3507  HORZ ORDER  -  SECOND
 FB3507
 FB3507.The horizontal coordinates were established by classical geodetic methods
 FB3507.and adjusted by the National Geodetic Survey in August 2005.
 FB3507
 FB3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3507
 FB3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3507
 FB3507.The geoid height was determined by GEOID03.
 FB3507
 FB3507;                    North         East     Units Scale Factor Converg.
 FB3507;SPC NC       -   190,365.337   232,171.204   MT  0.99987570   -2 23 56.0
 FB3507;SPC NC       -   624,556.94    761,715.03   sFT  0.99987570   -2 23 56.0
 FB3507;UTM  17      - 3,918,966.313   304,170.741   MT  1.00007262   -1 14 57.6
 FB3507
 FB3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3507!SPC NC       -   0.99987851  x   0.99987570  =   0.99975422
 FB3507!UTM  17      -   0.99987851  x   1.00007262  =   0.99995112
 FB3507
 FB3507                          SUPERSEDED SURVEY CONTROL
 FB3507
 FB3507  NAD 83(1995)-  35 23 41.44470(N)    083 09 22.59466(W) AD(       ) 2
 FB3507  NAD 83(1986)-  35 23 41.45533(N)    083 09 22.59834(W) AD(       ) 2
 FB3507  NGVD 29 (09/18/91)  802.6    (m)         2633.     (f) VERT ANG    3  
 FB3507
 FB3507.Superseded values are not recommended for survey control.
 FB3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3507.See file dsdata.txt to determine how the superseded data were derived.
 FB3507
 FB3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0417118966(NAD 83)
 FB3507_MARKER: DE = TRAVERSE STATION DISK
 FB3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3507_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3507+STABILITY: SURFACE MOTION
 FB3507
 FB3507  HISTORY     - Date     Condition        Report By
 FB3507  HISTORY     - 1980     MONUMENTED       NCGS
 FB3507  HISTORY     - 19941020 GOOD             USPSQD
 FB3507
 FB3507                          STATION DESCRIPTION
 FB3507
 FB3507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FB3507'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH-SOUTHEAST OF ADDIE
 FB3507'AND 4.1 MILES EAST-NORTHEAST OF SYLVA.
 FB3507'
 FB3507'TO REACH THE STATION FROM THE US 19A-23 UNDERPASS OF US 23 BUSINESS
 FB3507'NORTHEAST OF SYLVA, PROCEED EAST ALONG US 19A-23 FOR 2.5 MILES TO
 FB3507'STATION ABOUT 15 FEET ABOVE HIGHWAY ON LEFT IN CENTER OF DIRT ROAD AND
 FB3507'0.15 MILE EAST OF SR 1709.
 FB3507'
 FB3507'STATION MARK IS A STANDARD DISK STAMPED---ADDIE 1980---SET IN TOP OF A
 FB3507'10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE.  THE MARK IS
 FB3507'65.2 (SLOPE) FEET NORTH OF SOUTHBOUND LANES, 40.0 (SLOPE) FEET
 FB3507'SOUTH-SOUTHEAST OF 10 INCH SHORT LEAF PINE WITH REFERENCE TAG, 41.6
 FB3507'FEET EAST OF 5 INCH LOCUST WITH REFERENCE TAG.
 FB3507
 FB3507                          STATION RECOVERY (1994)
 FB3507
 FB3507'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3508 ***********************************************************************
 FB3508  DESIGNATION -  ADDINGTON
 FB3508  PID         -  FB3508
 FB3508  STATE/COUNTY-  NC/MACON
 FB3508  USGS QUAD   -  PRENTISS (1978)
 FB3508
 FB3508                         *CURRENT SURVEY CONTROL
 FB3508  ___________________________________________________________________
 FB3508* NAD 83(2001)-  35 07 00.79956(N)    083 23 28.04301(W)     ADJUSTED  
 FB3508* NAVD 88     -       647.4    (meters)    2124.     (feet)  VERTCON   
 FB3508  ___________________________________________________________________
 FB3508  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 FB3508  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FB3508  HORZ ORDER  -  SECOND
 FB3508
 FB3508.The horizontal coordinates were established by classical geodetic methods
 FB3508.and adjusted by the National Geodetic Survey in August 2005.
 FB3508
 FB3508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3508
 FB3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3508
 FB3508.The geoid height was determined by GEOID03.
 FB3508
 FB3508;                    North         East     Units Scale Factor Converg.
 FB3508;SPC NC       -   160,479.501   209,494.916   MT  0.99987535   -2 32 03.9
 FB3508;SPC NC       -   526,506.50    687,317.90   sFT  0.99987535   -2 32 03.9
 FB3508;UTM  17      - 3,888,622.197   282,095.234   MT  1.00018522   -1 22 33.7
 FB3508
 FB3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3508!SPC NC       -   0.99990286  x   0.99987535  =   0.99977822
 FB3508!UTM  17      -   0.99990286  x   1.00018522  =   1.00008806
 FB3508
 FB3508                          SUPERSEDED SURVEY CONTROL
 FB3508
 FB3508  NAD 83(1995)-  35 07 00.79962(N)    083 23 28.04275(W) AD(       ) 2
 FB3508  NAD 83(1986)-  35 07 00.80481(N)    083 23 28.06268(W) AD(       ) 2
 FB3508  NGVD 29 (09/18/91)  647.4    (m)         2124.     (f) VERT ANG    3  
 FB3508
 FB3508.Superseded values are not recommended for survey control.
 FB3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3508.See file dsdata.txt to determine how the superseded data were derived.
 FB3508
 FB3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8209588622(NAD 83)
 FB3508_MARKER: DE = TRAVERSE STATION DISK
 FB3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3508_STAMPING: ADDINGTON 1978
 FB3508_MARK LOGO: NCGS  
 FB3508_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3508+STABILITY: SURFACE MOTION
 FB3508
 FB3508  HISTORY     - Date     Condition        Report By
 FB3508  HISTORY     - 1978     MONUMENTED       NCGS
 FB3508  HISTORY     - 1985     GOOD             USPSQD
 FB3508  HISTORY     - 19940125 SEE DESCRIPTION  NCGS
 FB3508
 FB3508                          STATION DESCRIPTION
 FB3508
 FB3508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3508'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTH OF OTTO AND 4.6
 FB3508'MILES SOUTH OF FRANKLIN.
 FB3508'
 FB3508'TO REACH THE STATION FROM THE US 441 OVERPASS OF US 64 SOUTH OF
 FB3508'FRANKLIN, PROCEED SOUTH ALONG US 441 FOR 3.5 MILES TO STATION IN RIGHT
 FB3508'SHOULDER, AND 0.10 MILE NORTH OF A DEAD END ROAD LEADING EAST.
 FB3508'
 FB3508'STATION MARK IS A STANDARD DISK STAMPED---ADDINGTON 1978---SET IN TOP
 FB3508'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3508'19.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US 441, 98.1 FEET
 FB3508'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL (4/LP/5), AND 73.2 (SLOPE)
 FB3508'FEET NORTH-NORTHEAST OF POWER POLE (337/3) WITH REFERENCE TAG.
 FB3508
 FB3508                          STATION RECOVERY (1985)
 FB3508
 FB3508'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 FB3508'RECOVERED IN GOOD CONDITION.
 FB3508
 FB3508                          STATION RECOVERY (1994)
 FB3508
 FB3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3508'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1846 ***********************************************************************
 EY1846  DESIGNATION -  ADEN
 EY1846  PID         -  EY1846
 EY1846  STATE/COUNTY-  NC/PITT
 EY1846  USGS QUAD   -  AYDEN (1982)
 EY1846
 EY1846                         *CURRENT SURVEY CONTROL
 EY1846  ___________________________________________________________________
 EY1846* NAD 83(2001)-  35 28 31.52057(N)    077 26 06.14648(W)     ADJUSTED  
 EY1846* NAVD 88     -        19.687  (meters)      64.59   (feet)  ADJUSTED  
 EY1846  ___________________________________________________________________
 EY1846  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EY1846  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EY1846  DYNAMIC HT  -          19.670 (meters)      64.53  (feet)  COMP
 EY1846  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 EY1846
 EY1846  HORZ ORDER  -  SECOND
 EY1846  VERT ORDER  -  SECOND    CLASS II
 EY1846
 EY1846.The horizontal coordinates were established by classical geodetic methods
 EY1846.and adjusted by the National Geodetic Survey in August 2005.
 EY1846
 EY1846.The orthometric height was determined by differential leveling
 EY1846.and adjusted in June 1991.
 EY1846
 EY1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1846
 EY1846.The geoid height was determined by GEOID03.
 EY1846
 EY1846.The dynamic height is computed by dividing the NAVD 88
 EY1846.geopotential number by the normal gravity value computed on the
 EY1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1846.degrees latitude (g = 980.6199 gals.).
 EY1846
 EY1846.The modeled gravity was interpolated from observed gravity values.
 EY1846
 EY1846;                    North         East     Units Scale Factor Converg.
 EY1846;SPC NC       -   192,521.152   751,609.364   MT  0.99988018   +0 54 11.7
 EY1846;SPC NC       -   631,629.81  2,465,905.06   sFT  0.99988018   +0 54 11.7
 EY1846;UTM  18      - 3,928,493.230   279,069.470   MT  1.00020154   -1 24 49.5
 EY1846
 EY1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1846!SPC NC       -   1.00000256  x   0.99988018  =   0.99988274
 EY1846!UTM  18      -   1.00000256  x   1.00020154  =   1.00020410
 EY1846
 EY1846                          SUPERSEDED SURVEY CONTROL
 EY1846
 EY1846  NAD 83(1986)-  35 28 31.53183(N)    077 26 06.15510(W) AD(       ) 2
 EY1846  NGVD 29 (10/26/90)   20.03   (m)           65.7    (f) LEVELING    3  
 EY1846
 EY1846.Superseded values are not recommended for survey control.
 EY1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1846.See file dsdata.txt to determine how the superseded data were derived.
 EY1846
 EY1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7906928493(NAD 83)
 EY1846_MARKER: DE = TRAVERSE STATION DISK
 EY1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1846_SP_SET: CONCRETE POST
 EY1846_STAMPING: ADEN 1979
 EY1846_MARK LOGO: NCGS  
 EY1846_PROJECTION: RECESSED 3 CENTIMETERS
 EY1846_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1846+STABILITY: SURFACE MOTION
 EY1846
 EY1846  HISTORY     - Date     Condition        Report By
 EY1846  HISTORY     - 1979     MONUMENTED       NCGS
 EY1846  HISTORY     - 1980     GOOD             NCGS
 EY1846  HISTORY     - 1982     GOOD             NCGS
 EY1846  HISTORY     - 19890715 GOOD             USPSQD
 EY1846  HISTORY     - 19960624 GOOD             USPSQD
 EY1846
 EY1846                          STATION DESCRIPTION
 EY1846
 EY1846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1846'THE STATION IS LOCATED AT THE WEST SIDE OF AYDEN AT THE SOUTH SIDE OF
 EY1846'THE CROSSOVER IN THE MEDIAN AT THE INTERSECTION OF NC 102 WITH NC 11.
 EY1846'
 EY1846'STATION MARK IS A STANDARD DISK STAMPED---ADEN 1979---SET IN TOP OF
 EY1846'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. THE
 EY1846'MARK IS 32.3 FEET WEST-NORTHWEST OF CENTERLINE OF NORTH BOUND LANES,
 EY1846'32.2 FEET EAST-SOUTHEAST OF CENTERLINE OF SOUTH BOUND LANES, 49.8 FEET
 EY1846'SOUTH-SOUTHWEST OF CENTERLINE OF CROSSOVER, 4.8 FEET SOUTH-SOUTHEAST
 EY1846'OF NORTH REFLECTOR POST, 13.4 FEET NORTH OF SOUTHEAST REFLECTOR POST
 EY1846'AND 121.8 FEET EAST-SOUTHEAST OF SUPPORT POLE WITH REFERENCE TAG.
 EY1846
 EY1846                          STATION RECOVERY (1980)
 EY1846
 EY1846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1846'IN AYDEN.
 EY1846'AT THE INTERSECTION OF N.C. 11 AND N.C. 102 - THIRD STREET EXTENSION
 EY1846'ON WEST SIDE OF AYDEN IN MEDIAN ON SOUTH SIDE OF CROSSOVER, 32.3 FEET
 EY1846'WEST OF CENTERLINE OF NORTH BOUND LANES, 32.2 FEET EAST OF
 EY1846'CENTERLINE OF SOUTH BOUND LANES, 49.8 FEET SOUTH OF CENTERLINE OF
 EY1846'N.C. 102 CROSSOVER, 4.8 FEET SOUTH-SOUTHEAST OF NORTHERNMOST REFLECTOR
 EY1846'POST, 13.4 FEET NORTH OF SOUTHEASTERNMOST REFLECTOR POST AND 121.8
 EY1846'FEET EAST-SOUTHEAST OF SUPPORT POLE WITH REFERENCE TAG.
 EY1846'THE MARK IS 1 FT BELOW HIGHWAY.
 EY1846
 EY1846                          STATION RECOVERY (1982)
 EY1846
 EY1846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY1846'RECOVERED IN GOOD CONDITION.
 EY1846
 EY1846                          STATION RECOVERY (1989)
 EY1846
 EY1846'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1846'RECOVERED IN GOOD CONDITION.
 EY1846
 EY1846                          STATION RECOVERY (1996)
 EY1846
 EY1846'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0300 ***********************************************************************
 FA0300  DESIGNATION -  ADJ 748
 FA0300  PID         -  FA0300
 FA0300  STATE/COUNTY-  NC/MECKLENBURG
 FA0300  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0300
 FA0300                         *CURRENT SURVEY CONTROL
 FA0300  ___________________________________________________________________
 FA0300* NAD 83(1986)-  35 12 12.     (N)    080 57 43.     (W)     SCALED    
 FA0300* NAVD 88     -       227.544  (meters)     746.53   (feet)  ADJUSTED  
 FA0300  ___________________________________________________________________
 FA0300  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FA0300  DYNAMIC HT  -         227.336 (meters)     745.85  (feet)  COMP
 FA0300  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FA0300
 FA0300  VERT ORDER  -  SECOND    CLASS 0
 FA0300
 FA0300.The horizontal coordinates were scaled from a topographic map and have
 FA0300.an estimated accuracy of +/- 6 seconds.
 FA0300
 FA0300.The orthometric height was determined by differential leveling
 FA0300.and adjusted in June 1991.
 FA0300
 FA0300.The geoid height was determined by GEOID03.
 FA0300
 FA0300.The dynamic height is computed by dividing the NAVD 88
 FA0300.geopotential number by the normal gravity value computed on the
 FA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0300.degrees latitude (g = 980.6199 gals.).
 FA0300
 FA0300.The modeled gravity was interpolated from observed gravity values.
 FA0300
 FA0300;                    North         East    Units  Estimated Accuracy
 FA0300;SPC NC       -   162,980.      430,980.      MT  (+/- 180 meters Scaled)
 FA0300
 FA0300                          SUPERSEDED SURVEY CONTROL
 FA0300
 FA0300  NGVD 29 (??/??/92)  227.780  (m)          747.31   (f) ADJ UNCH    2 0
 FA0300
 FA0300.Superseded values are not recommended for survey control.
 FA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0300.See file dsdata.txt to determine how the superseded data were derived.
 FA0300
 FA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU034955(NAD 83)
 FA0300_MARKER: DD = SURVEY DISK
 FA0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FA0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FA0300_STAMPING: 1903 ADJ 748
 FA0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0300
 FA0300  HISTORY     - Date     Condition        Report By
 FA0300  HISTORY     - 1903     MONUMENTED       USGS
 FA0300  HISTORY     - 1972     GOOD             NCGS
 FA0300  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0300  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0300  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0300
 FA0300                          STATION DESCRIPTION
 FA0300
 FA0300'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0300'7 MI W FROM CHARLOTTE.
 FA0300'STATION IS LOCATED APPROXIMATELY 7.0 MI. W OF DOWNTOWN CHARLOTTE,
 FA0300'IN SMALL CROSSROADS COMMUNITY OF DIXIE, IN NW QUADRANT OF
 FA0300'INTERSECTION OF NC 160 AND SR 1184 (DIXIE RIVER RD.), ON S SIDE OF
 FA0300'JIFFY FOOD MART, 78.4 FT W OF C/L OF NC 160, 55.4 FT N OF C/L OF
 FA0300'SR 1184, 0.6 FT S OF S WALL OF JIFFY FOOD MART, 14.0 FT W OF
 FA0300'ALUMINUM REF. TAG ON UTILITY LIGHT POLE AND 77.2 FT ENE OF ALUMINUM
 FA0300'REF. TAG ON PP.  STATION IS A CAP IN IRON POST, 4 INCHES ABOVE THE
 FA0300'GROUND.
 FA0300
 FA0300                          STATION RECOVERY (1987)
 FA0300
 FA0300'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0300'MARK NOT FOUND.
 FA0300
 FA0300                          STATION RECOVERY (1988)
 FA0300
 FA0300'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0300'MARK NOT FOUND.
 FA0300
 FA0300                          STATION RECOVERY (1989)
 FA0300
 FA0300'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5745 ***********************************************************************
 EY5745  DESIGNATION -  ADKINS
 EY5745  PID         -  EY5745
 EY5745  STATE/COUNTY-  NC/BEAUFORT
 EY5745  USGS QUAD   -  OLD FORD (1979)
 EY5745
 EY5745                         *CURRENT SURVEY CONTROL
 EY5745  ___________________________________________________________________
 EY5745* NAD 83(2001)-  35 39 08.40648(N)    077 04 14.58230(W)     ADJUSTED  
 EY5745* NAVD 88     -        12.19   (+/-2cm)      40.0    (feet)  VERTCON   
 EY5745  ___________________________________________________________________
 EY5745  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EY5745  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 EY5745  HORZ ORDER  -  SECOND
 EY5745  VERT ORDER  -  THIRD ? (See Below)
 EY5745
 EY5745.The horizontal coordinates were established by classical geodetic methods
 EY5745.and adjusted by the National Geodetic Survey in August 2005.
 EY5745
 EY5745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5745.The vertical order pertains to the NGVD 29 superseded value.
 EY5745
 EY5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5745
 EY5745.The geoid height was determined by GEOID03.
 EY5745
 EY5745;                    North         East     Units Scale Factor Converg.
 EY5745;SPC NC       -   212,725.709   784,283.759   MT  0.99989696   +1 06 48.7
 EY5745;SPC NC       -   697,917.60  2,573,104.30   sFT  0.99989696   +1 06 48.7
 EY5745;UTM  18      - 3,947,363.381   312,542.272   MT  1.00003304   -1 12 26.3
 EY5745
 EY5745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5745!SPC NC       -   1.00000380  x   0.99989696  =   0.99990076
 EY5745!UTM  18      -   1.00000380  x   1.00003304  =   1.00003684
 EY5745
 EY5745                          SUPERSEDED SURVEY CONTROL
 EY5745
 EY5745  NAD 83(1986)-  35 39 08.41595(N)    077 04 14.59375(W) AD(       ) 2
 EY5745  NGVD 29 (01/18/91)   12.52   (m)           41.1    (f) LEVELING    3  
 EY5745
 EY5745.Superseded values are not recommended for survey control.
 EY5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5745.See file dsdata.txt to determine how the superseded data were derived.
 EY5745
 EY5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1254247363(NAD 83)
 EY5745_MARKER: DE = TRAVERSE STATION DISK
 EY5745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5745_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5745+STABILITY: SURFACE MOTION
 EY5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5745+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2006
 EY5745
 EY5745  HISTORY     - Date     Condition        Report By
 EY5745  HISTORY     - 1980     MONUMENTED       NCGS
 EY5745  HISTORY     - 19890729 GOOD             USPSQD
 EY5745  HISTORY     - 20061229 GOOD             USPSQD
 EY5745
 EY5745                          STATION DESCRIPTION
 EY5745
 EY5745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY5745'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES NORTH OF WASHINGTON AND
 EY5745'1.3 MILES NORTH-NORTHWEST OF MINEOLA.
 EY5745'
 EY5745'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT
 EY5745'MINEOLA, NORTH OF WASHINGTON, PROCEED NORTHERLY ALONG US 17 FOR 1.3
 EY5745'MILES TO STATION IN THE LEFT SHOULDER, ACROSS HIGHWAY FROM AN
 EY5745'ABANDONED FRAME HOUSE AND NEAR A--VOICE OF AMERICA--SIGN AND 0.1 MILE
 EY5745'NORTH OF SR 1410.
 EY5745'
 EY5745'STATION IS A STANDARD DISK STAMPED---ADKINS 1980---SET IN THE TOP OF
 EY5745'A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW GROUND SURFACE.
 EY5745'THE MARK IS 16.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US 17 AND
 EY5745'6.2 FEET SOUTH-SOUTHEAST OF EAST POST OF--VOICE OF AMERICA-- SIGN,
 EY5745'77.6 FEET WEST OF TELEPHONE POLE 286, 104.3 FEET SOUTHWEST OF 15 INCH
 EY5745'OAK, 140.3 FEET SOUTH-SOUTHWEST OF 18 INCH PINE ALL WITH REFERENCE
 EY5745'TAGS.
 EY5745
 EY5745                          STATION RECOVERY (1989)
 EY5745
 EY5745'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY5745'RECOVERED IN GOOD CONDITION.
 EY5745
 EY5745                          STATION RECOVERY (2006)
 EY5745
 EY5745'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY5745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3792 ***********************************************************************
 FB3792  DESIGNATION -  ADKINS
 FB3792  PID         -  FB3792
 FB3792  STATE/COUNTY-  NC/BUNCOMBE
 FB3792  USGS QUAD   -  MARS HILL (1990)
 FB3792
 FB3792                         *CURRENT SURVEY CONTROL
 FB3792  ___________________________________________________________________
 FB3792* NAD 83(2007)-  35 46 52.32959(N)    082 32 25.05515(W)     ADJUSTED  
 FB3792* NAVD 88     -       641.3    (meters)    2104.     (feet)  GPS OBS   
 FB3792  ___________________________________________________________________
 FB3792  EPOCH DATE  -        2002.00
 FB3792  X           -     672,608.223 (meters)                     COMP
 FB3792  Y           -  -5,136,879.319 (meters)                     COMP
 FB3792  Z           -   3,708,881.318 (meters)                     COMP
 FB3792  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FB3792  ELLIP HEIGHT-         611.296 (meters)          (02/10/07) ADJUSTED
 FB3792  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB3792
 FB3792  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3792  Type    PID    Designation                      North   East  Ellip
 FB3792  -------------------------------------------------------------------
 FB3792  NETWORK FB3792 ADKINS                            0.41   0.33   1.00
 FB3792  -------------------------------------------------------------------
 FB3792
 FB3792.The horizontal coordinates were established by GPS observations
 FB3792.and adjusted by the National Geodetic Survey in February 2007.
 FB3792
 FB3792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3792.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3792.The horizontal coordinates are valid at the epoch date displayed above.
 FB3792.The epoch date for horizontal control is a decimal equivalence
 FB3792.of Year/Month/Day.
 FB3792
 FB3792.The orthometric height was determined by GPS observations and a
 FB3792.high-resolution geoid model.
 FB3792
 FB3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3792
 FB3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3792
 FB3792.The ellipsoidal height was determined by GPS observations
 FB3792.and is referenced to NAD 83.
 FB3792
 FB3792.The geoid height was determined by GEOID03.
 FB3792
 FB3792;                    North         East     Units Scale Factor Converg.
 FB3792;SPC NC       -   231,031.742   289,610.924   MT  0.99991519   -2 02 36.1
 FB3792;SPC NC       -   757,976.64    950,165.17   sFT  0.99991519   -2 02 36.1
 FB3792;UTM  17      - 3,960,775.311   360,789.241   MT  0.99983881   -0 54 02.7
 FB3792
 FB3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3792!SPC NC       -   0.99990406  x   0.99991519  =   0.99981926
 FB3792!UTM  17      -   0.99990406  x   0.99983881  =   0.99974289
 FB3792
 FB3792                          SUPERSEDED SURVEY CONTROL
 FB3792
 FB3792  NAD 83(2001)-  35 46 52.32972(N)    082 32 25.05516(W) AD(       ) 1
 FB3792  ELLIP H (03/13/03)  611.315  (m)                       GP(       ) 4 2
 FB3792  NAD 83(1995)-  35 46 52.33011(N)    082 32 25.05504(W) AD(       ) 1
 FB3792  NAD 83(1986)-  35 46 52.33609(N)    082 32 25.05552(W) AD(       ) 1
 FB3792  NAD 83(1986)-  35 46 52.34082(N)    082 32 25.05282(W) AD(       ) 2
 FB3792  NGVD 29 (02/22/93)  641.4    (m)         2104.     (f) VERT ANG    3  
 FB3792
 FB3792.Superseded values are not recommended for survey control.
 FB3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3792.See file dsdata.txt to determine how the superseded data were derived.
 FB3792
 FB3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6078960775(NAD 83)
 FB3792_MARKER: DE = TRAVERSE STATION DISK
 FB3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3792_SP_SET: CONCRETE POST
 FB3792_STAMPING: ADKINS 1981
 FB3792_MARK LOGO: NCGS  
 FB3792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB3792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3792+STABILITY: SURFACE MOTION
 FB3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3792+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1991
 FB3792
 FB3792  HISTORY     - Date     Condition        Report By
 FB3792  HISTORY     - 1981     MONUMENTED       NCGS
 FB3792  HISTORY     - 19911219 GOOD             NCGS
 FB3792  HISTORY     - 19950812 MARK NOT FOUND   USPSQD
 FB3792  HISTORY     - 20010712 MARK NOT FOUND   NCGS
 FB3792
 FB3792                          STATION DESCRIPTION
 FB3792
 FB3792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3792'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTH OF MARS HILL
 FB3792'(MADISON COUNTY) AND 7.7 KM (4.8 MI) NORTH OF WEAVERVILLE.
 FB3792'ALONG US 19-23 FOR 2.6 KM (1.6 MI) NORTH FROM THE OVERPASS OF NC 197
 FB3792'(AT FLAT CREEK), OR 0.4 KM (0.2 MI) SOUTH FROM SR 2148, ON THE LEFT
 FB3792'BEHIND THE GUARD RAIL.
 FB3792'THE STATION IS A STANDARD NCGS DISK STAMPED---ADKINS 1981---, SET INTO
 FB3792'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 10
 FB3792'CM ABOVE GROUND.  LOCATED 9.4 METERS (31.0 FT) WEST OF THE CENTERLINE
 FB3792'OF THE SOUTHBOUND LANE OF US 19-23, APPROXIMATELY 152 METERS (500 FT)
 FB3792'SOUTH OF THE NORTH END OF THE GUARD RAIL, 2.0 METERS (6.6 FT) WEST OF
 FB3792'THE GUARD RAIL--AND 1.9 METERS (6.2 FT) SOUTHWEST OF A GUARD RAIL
 FB3792'POST, 1.8 METERS (5.8 FT) WEST-NORTHWEST OF A GUARD RAIL POST, AND 3.0
 FB3792'METERS (10.0 FT) NORTHWEST OF A GUARD RAIL POST--ALL THREE WITH
 FB3792'REFERENCE TAGS.
 FB3792
 FB3792                          STATION RECOVERY (1991)
 FB3792
 FB3792'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 FB3792'RECOVERED AS DESCRIBED.
 FB3792
 FB3792                          STATION RECOVERY (1995)
 FB3792
 FB3792'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3792'MARK NOT FOUND.
 FB3792
 FB3792                          STATION RECOVERY (2001)
 FB3792
 FB3792'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB3792'THE STATION WAS NOT FOUND AND IS BELIEVED DESTROYED. SEARCHED WITH A
 FB3792'GPS MAPPING GRADE RECEIVER. THE STATION SITE IS NOW A HIGHWAY ON RAMP.
 FB3792'THE CENTERLINE DISTANCE PLACED THE MONUMENT IN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4786 ***********************************************************************
 DH4786  DESIGNATION -  ADMIN
 DH4786  PID         -  DH4786
 DH4786  STATE/COUNTY-  NC/CHATHAM
 DH4786  USGS QUAD   -  PITTSBORO (1981)
 DH4786
 DH4786                         *CURRENT SURVEY CONTROL
 DH4786  ___________________________________________________________________
 DH4786* NAD 83(2007)-  35 43 13.42656(N)    079 11 01.26984(W)     ADJUSTED  
 DH4786* NAVD 88     -       119.629  (meters)     392.48   (feet)  ADJUSTED  
 DH4786  ___________________________________________________________________
 DH4786  EPOCH DATE  -        2002.00
 DH4786  X           -     972,880.533 (meters)                     COMP
 DH4786  Y           -  -5,092,140.734 (meters)                     COMP
 DH4786  Z           -   3,703,100.220 (meters)                     COMP
 DH4786  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 DH4786  ELLIP HEIGHT-          88.625 (meters)          (02/10/07) ADJUSTED
 DH4786  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DH4786  DYNAMIC HT  -         119.529 (meters)     392.15  (feet)  COMP
 DH4786
 DH4786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4786  Type    PID    Designation                      North   East  Ellip
 DH4786  -------------------------------------------------------------------
 DH4786  NETWORK DH4786 ADMIN                             0.47   0.43   1.18
 DH4786  -------------------------------------------------------------------
 DH4786  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 DH4786
 DH4786  VERT ORDER  -  SECOND    CLASS II
 DH4786
 DH4786.This is a reference station for the PITTSBORO
 DH4786.National Continuously Operating Reference Station (PITT).
 DH4786
 DH4786.The horizontal coordinates were established by GPS observations
 DH4786.and adjusted by the National Geodetic Survey in February 2007.
 DH4786
 DH4786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4786.The horizontal coordinates are valid at the epoch date displayed above.
 DH4786.The epoch date for horizontal control is a decimal equivalence
 DH4786.of Year/Month/Day.
 DH4786
 DH4786.The orthometric height was determined by differential leveling
 DH4786.and adjusted in June 2008.
 DH4786.No vertical observational check was made to the station.
 DH4786
 DH4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4786
 DH4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4786
 DH4786.The ellipsoidal height was determined by GPS observations
 DH4786.and is referenced to NAD 83.
 DH4786
 DH4786.The geoid height was determined by GEOID03.
 DH4786
 DH4786.The dynamic height is computed by dividing the NAVD 88
 DH4786.geopotential number by the normal gravity value computed on the
 DH4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4786.degrees latitude (g = 980.6199 gals.).
 DH4786
 DH4786.The modeled gravity was interpolated from observed gravity values.
 DH4786
 DH4786;                    North         East     Units Scale Factor Converg.
 DH4786;SPC NC       -   218,594.438   592,982.715   MT  0.99990595   -0 06 21.7
 DH4786;SPC NC       -   717,171.92  1,945,477.46   sFT  0.99990595   -0 06 21.7
 DH4786;UTM  17      - 3,954,457.609   664,284.790   MT  0.99993259   +1 03 38.4
 DH4786
 DH4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4786!SPC NC       -   0.99998609  x   0.99990595  =   0.99989204
 DH4786!UTM  17      -   0.99998609  x   0.99993259  =   0.99991868
 DH4786
 DH4786                          SUPERSEDED SURVEY CONTROL
 DH4786
 DH4786  NAD 83(1986)-  35 43 13.43250(N)    079 11 01.27768(W) AD(       ) 1
 DH4786  NAD 83(2001)-  35 43 13.42658(N)    079 11 01.26987(W) AD(       ) B
 DH4786  ELLIP H (05/10/05)   88.625  (m)                       GP(       ) 4 2
 DH4786  NAVD 88 (05/10/05)  119.63   (m)          392.5    (f) LEVELING    3  
 DH4786
 DH4786.Superseded values are not recommended for survey control.
 DH4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4786.See file dsdata.txt to determine how the superseded data were derived.
 DH4786
 DH4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6428554458(NAD 83)
 DH4786_MARKER: F = FLANGE-ENCASED ROD
 DH4786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4786_STAMPING: ADMIN 2004
 DH4786_MARK LOGO: NCGS  
 DH4786_PROJECTION: FLUSH
 DH4786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH4786+STABILITY: POSITION/ELEVATION WELL
 DH4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4786+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 DH4786_ROD/PIPE-DEPTH: 3.4  meters
 DH4786_SLEEVE-DEPTH  : 1.2 meters
 DH4786
 DH4786  HISTORY     - Date     Condition        Report By
 DH4786  HISTORY     - 2004     MONUMENTED       NCGS
 DH4786  HISTORY     - 20050112 GOOD             NCGS
 DH4786  HISTORY     - 20060506 GOOD             GEOCAC
 DH4786
 DH4786                          STATION DESCRIPTION
 DH4786
 DH4786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 DH4786'STATION IS LOCATED IN PITTSBORO, AT THE CHATHAM COUNTY SCHOOLS
 DH4786'ADMINISTRATIVE OFFICES (369), IN THE SOUTHWEST QUADRANT  OF WEST
 DH4786'STREET AND MCCLENEHAN STREET. PROCEED WEST ALONG US 64 BUSINESS (WEST
 DH4786'STREET) FOR 0.35 MI (0.56 KM) FROM THE CHATHAM COUNTY COURTHOUSE, AND
 DH4786'THE STATION IN THE FRONT YARD OF THE OFFICE BUILDING, ABOUT MIDWAY
 DH4786'BETWEEN THE OFFICE SIGN AND THE SIDEWALK. THE STATION IS THE TOP
 DH4786'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AND RECESSED 3
 DH4786'INCHES BELOW GROUND LEVEL, IN A 1- INCH GREASE FILLED FLUTED PLASTIC
 DH4786'SLEEVE-36 INCHES LONG.IT IS ENCASED IN A 5-INCH DIAMETER PVC PIPE WITH
 DH4786'AN NCGS LOGO CAP SURROUNDED BY CONCRETE. THE LOGO CAP AND CONCRETE ARE
 DH4786'SET FLUSH WITH THE GROUND. LOCATED ABOUT 48 FT (14.6 M) SOUTH OF THE
 DH4786'CENTERLINE OF WEST STREET, ABOUT 120 FT (36.6 M) WEST OF THE
 DH4786'CENTERLINE OF MCCLENEHAN STREET, 15.0 FT (4.6 M) NORTH OF THE NORTH
 DH4786'END OF BRICK SIGN, 16.1 FT (4.9 M) SOUTH OF THE SOUTH EDGE OF A
 DH4786'CONCRETE WALKWAY, 70.7 FT (21.5 M) EAST OF THE EAST EDGE OF A CONCRETE
 DH4786'WALKWAY WITH STEPS, AND 64.1 FT (19.5 M) EAST-SOUTHEAST OF POWER POLE
 DH4786'(BS64 AF) WITH THREE LIGHTS AND A REFERENCE TAG.
 DH4786
 DH4786                          STATION RECOVERY (2005)
 DH4786
 DH4786'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL)
 DH4786'RECOVERED AS DESCRIBED.
 DH4786
 DH4786                          STATION RECOVERY (2006)
 DH4786
 DH4786'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 DH4786'RECOVERED AS DESCRIBED.
 DH4786' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3643 ***********************************************************************
 EZ3643  DESIGNATION -  ADOLPHUS
 EZ3643  PID         -  EZ3643
 EZ3643  STATE/COUNTY-  NC/MOORE
 EZ3643  USGS QUAD   -  ZION GROVE (1981)
 EZ3643
 EZ3643                         *CURRENT SURVEY CONTROL
 EZ3643  ___________________________________________________________________
 EZ3643* NAD 83(2001)-  35 22 01.49310(N)    079 35 39.73871(W)     ADJUSTED  
 EZ3643* NAVD 88     -       176.2    (meters)     578.     (feet)  VERTCON   
 EZ3643  ___________________________________________________________________
 EZ3643  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EZ3643  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ3643  HORZ ORDER  -  SECOND
 EZ3643
 EZ3643.The horizontal coordinates were established by classical geodetic methods
 EZ3643.and adjusted by the National Geodetic Survey in August 2005.
 EZ3643
 EZ3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3643
 EZ3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3643
 EZ3643.The geoid height was determined by GEOID03.
 EZ3643
 EZ3643;                    North         East     Units Scale Factor Converg.
 EZ3643;SPC NC       -   179,544.691   555,592.625   MT  0.99987461   -0 20 35.0
 EZ3643;SPC NC       -   589,056.21  1,822,806.80   sFT  0.99987461   -0 20 35.0
 EZ3643;UTM  17      - 3,914,658.967   627,694.702   MT  0.99980095   +0 48 49.3
 EZ3643
 EZ3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3643!SPC NC       -   0.99997719  x   0.99987461  =   0.99985181
 EZ3643!UTM  17      -   0.99997719  x   0.99980095  =   0.99977815
 EZ3643
 EZ3643|---------------------------------------------------------------------|
 EZ3643| PID    Reference Object                     Distance      Geod. Az  |
 EZ3643|                                                           dddmmss.s |
 EZ3643| EZ3645 BREWER                              387.731 METERS 35726     |
 EZ3643|---------------------------------------------------------------------|
 EZ3643
 EZ3643                          SUPERSEDED SURVEY CONTROL
 EZ3643
 EZ3643  NAD 83(1986)-  35 22 01.49834(N)    079 35 39.74293(W) AD(       ) 2
 EZ3643  NAD 27      -  35 22 00.95785(N)    079 35 40.61217(W) AD(       ) 2
 EZ3643  NGVD 29 (07/19/86)  176.4    (m)          579.     (f) VERT ANG    3  
 EZ3643
 EZ3643.Superseded values are not recommended for survey control.
 EZ3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3643.See file dsdata.txt to determine how the superseded data were derived.
 EZ3643
 EZ3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2769514659(NAD 83)
 EZ3643_MARKER: DE = TRAVERSE STATION DISK
 EZ3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3643_STAMPING: ADOLPHUS 1972
 EZ3643_MARK LOGO: NCGS  
 EZ3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3643+STABILITY: SURFACE MOTION
 EZ3643
 EZ3643  HISTORY     - Date     Condition        Report By
 EZ3643  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3643  HISTORY     - 1985     GOOD             USPSQD
 EZ3643
 EZ3643                          STATION DESCRIPTION
 EZ3643
 EZ3643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3643'ADOLPHUS IS A N. C. GEODETIC SURVEY STATION ESTABLISHED IN THE
 EZ3643'VICINITY OF ROBBINS, NORTH CAROLINA.
 EZ3643'
 EZ3643'ADOLPHUS IS LOCATED APPROXIMATELY 4.7 MILES SOUTH OF ROBBINS AND 9.8
 EZ3643'MILES NORTHEAST OF CANDOR.  TO REACH STATION FROM THE INTERSECTION
 EZ3643'OF NC 24-27 AND NC 705 AT ROBBINS CROSSROADS, PROCEED SOUTHWEST
 EZ3643'ALONG NC 705 FOR 2.9 MILES TO STATION ON RIGHT, 0.4 MILE
 EZ3643'SOUTHWEST OF INTERSECTION WITH SR 1268, ON HIGHWAY R/W,
 EZ3643'APPROXIMATELY 2 FEET LOWER THAN SURFACE OF HIGHWAY, APPROXIMATELY
 EZ3643'150 FEET NORTHEAST OF NORTHEAST CORNER OF ADOLPHUS MCNEILL
 EZ3643'RESIDENCE, AND IN NORTHEAST CORNER OF YARD.
 EZ3643'
 EZ3643'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3643'ADOLPHUS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3643'WHICH IS FLUSH WITH THE GROUND.
 EZ3643'
 EZ3643'MARK IS
 EZ3643'25.5 FEET WSW OF C/L OF NC 705.
 EZ3643'148.5 FEET NNW OF C/L OF DRIVEWAY TO MCNEILL RESIDENCE.
 EZ3643'5.5 FEET ENE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3643'13.1 FEET SE OF 3 INCH MAGNOLIA WITH ALUMINUM REF. TAG.
 EZ3643'172.5 FEET S OF W END OF CONCRETE CULVERT UNDER NC 705.
 EZ3643
 EZ3643                          STATION RECOVERY (1985)
 EZ3643
 EZ3643'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5601 ***********************************************************************
 DF5601  DESIGNATION -  ADRIATIC
 DF5601  PID         -  DF5601
 DF5601  STATE/COUNTY-  NC/CURRITUCK
 DF5601  USGS QUAD   -  COROLLA (1982)
 DF5601
 DF5601                         *CURRENT SURVEY CONTROL
 DF5601  ___________________________________________________________________
 DF5601* NAD 83(2007)-  36 23 08.17741(N)    075 49 38.02523(W)     ADJUSTED  
 DF5601* NAVD 88     -         2.013  (meters)       6.60   (feet)  ADJUSTED  
 DF5601  ___________________________________________________________________
 DF5601  EPOCH DATE  -        2002.00
 DF5601  X           -   1,258,683.868 (meters)                     COMP
 DF5601  Y           -  -4,984,229.418 (meters)                     COMP
 DF5601  Z           -   3,762,701.074 (meters)                     COMP
 DF5601  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DF5601  ELLIP HEIGHT-         -36.566 (meters)          (02/10/07) ADJUSTED
 DF5601  GEOID HEIGHT-         -38.61  (meters)                     GEOID03
 DF5601  DYNAMIC HT  -           2.011 (meters)       6.60  (feet)  COMP
 DF5601
 DF5601  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5601  Type    PID    Designation                      North   East  Ellip
 DF5601  -------------------------------------------------------------------
 DF5601  NETWORK DF5601 ADRIATIC                          0.47   0.37   1.00
 DF5601  -------------------------------------------------------------------
 DF5601  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 DF5601
 DF5601  VERT ORDER  -  SECOND    CLASS II
 DF5601
 DF5601.The horizontal coordinates were established by GPS observations
 DF5601.and adjusted by the National Geodetic Survey in February 2007.
 DF5601
 DF5601.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5601.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5601.The horizontal coordinates are valid at the epoch date displayed above.
 DF5601.The epoch date for horizontal control is a decimal equivalence
 DF5601.of Year/Month/Day.
 DF5601
 DF5601.The orthometric height was determined by differential leveling
 DF5601.and adjusted in March 2006.
 DF5601
 DF5601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5601
 DF5601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5601
 DF5601.The ellipsoidal height was determined by GPS observations
 DF5601.and is referenced to NAD 83.
 DF5601
 DF5601.The geoid height was determined by GEOID03.
 DF5601
 DF5601.The dynamic height is computed by dividing the NAVD 88
 DF5601.geopotential number by the normal gravity value computed on the
 DF5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5601.degrees latitude (g = 980.6199 gals.).
 DF5601
 DF5601.The modeled gravity was interpolated from observed gravity values.
 DF5601
 DF5601;                    North         East     Units Scale Factor Converg.
 DF5601;SPC NC       -   296,937.902   894,241.830   MT  1.00006847   +1 49 52.4
 DF5601;SPC NC       -   974,203.77  2,933,858.40   sFT  1.00006847   +1 49 52.4
 DF5601;UTM  18      - 4,027,036.779   425,807.671   MT  0.99966782   -0 29 26.7
 DF5601
 DF5601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5601!SPC NC       -   1.00000574  x   1.00006847  =   1.00007421
 DF5601!UTM  18      -   1.00000574  x   0.99966782  =   0.99967356
 DF5601
 DF5601:                Primary Azimuth Mark                     Grid Az
 DF5601:SPC NC       -  Q 261                                    344 49 49.9
 DF5601:UTM  18      -  Q 261                                    347 09 09.0
 DF5601
 DF5601|---------------------------------------------------------------------|
 DF5601| PID    Reference Object                     Distance      Geod. Az  |
 DF5601|                                                           dddmmss.s |
 DF5601| FW0738 Q 261                               404.020 METERS 3463942.3 |
 DF5601|---------------------------------------------------------------------|
 DF5601
 DF5601                          SUPERSEDED SURVEY CONTROL
 DF5601
 DF5601  NAD 83(2001)-  36 23 08.17795(N)    075 49 38.02488(W) AD(       ) 1
 DF5601  ELLIP H (05/07/03)  -36.567  (m)                       GP(       ) 3 1
 DF5601  NAD 83(1986)-  36 23 08.19313(N)    075 49 38.04565(W) AD(       ) 1
 DF5601  NAVD 88 (05/05/03)    2.01   (m)            6.6    (f) LEVELING    3  
 DF5601
 DF5601.Superseded values are not recommended for survey control.
 DF5601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5601.See file dsdata.txt to determine how the superseded data were derived.
 DF5601
 DF5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2580827037(NAD 83)
 DF5601_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5601_STAMPING: ADRIATIC 1996
 DF5601_MARK LOGO: NCGS  
 DF5601_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF5601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5601+STABILITY: SURFACE MOTION
 DF5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5601+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 DF5601
 DF5601  HISTORY     - Date     Condition        Report By
 DF5601  HISTORY     - 1996     MONUMENTED       NCGS
 DF5601  HISTORY     - 20041201 GOOD             NCGS
 DF5601
 DF5601                          STATION DESCRIPTION
 DF5601
 DF5601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 DF5601'STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) EAST-SOUTHEAST OF CURRITUCK
 DF5601'AND 7.6 MI (12.2 KM) EAST-NORTHEAST OF COINJOCK IN COROLLA, ON THE
 DF5601'OUTER BANKS.  PROCEED ALONG NC 12 FOR 0.05 MI (0.08 KM) NORTH FROM THE
 DF5601'POST OFFICE IN COROLLA (WHICH IS ABOUT 0.25 MI (0.40 KM) NORTH OF THE
 DF5601'CURRITUCK BEACH LIGHTHOUSE) TO CORAL LANE, THENCE EAST ALONG CORAL
 DF5601'LANE FOR 0.35 MI (0.56 KM) TO ATLANTIC AVENUE, THENCE NORTH ALONG
 DF5601'ATLANTIC AVENUE FOR 0.25 MI (0.40 KM) TO ADRIATIC AVENUE AND THE
 DF5601'STATION, IN THE SHOULDER AT A PUBLIC ACCESS WALKWAY.  MARK IS ABOUT
 DF5601'LEVEL WITH THE INTERSECTION AND RECESSED 3-INCHES BELOW GROUND.
 DF5601'LOCATED 14.2 FT (4.3 M) EAST OF THE CENTERLINE OF ATLANTIC AVENUE,
 DF5601'15.2 FT (4.6 M) EAST-NORTHEAST OF AN EXISTING PK NAIL IN THE
 DF5601'CENTERLINE INTERSECTION, 6 FT (1.8 M) NORTH OF THE CENTER OF A WOODEN
 DF5601'WALKWAY (PUBLIC BEACH ACCESS) , 67.3 FT (20.5 M) NORTHEAST OF A
 DF5601'TELEPHONE PEDESTAL (2012-2) , AND 4.5 FT (1.4 M) SOUTHWEST OF AN
 DF5601'11-INCH LANDSCAPE POST WITH A REFERENCE TAG.
 DF5601
 DF5601                          STATION RECOVERY (2004)
 DF5601
 DF5601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DF5601'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  STATION IS
 DF5601'BETWEEN HOUSE NUMBER 1233 AND 1235.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2082 ***********************************************************************
 FA2082  DESIGNATION -  ADVANCE
 FA2082  PID         -  FA2082
 FA2082  STATE/COUNTY-  NC/UNION
 FA2082  USGS QUAD   -  WATSON (1987)
 FA2082
 FA2082                         *CURRENT SURVEY CONTROL
 FA2082  ___________________________________________________________________
 FA2082* NAD 83(2001)-  35 06 53.73632(N)    080 29 13.70868(W)     ADJUSTED  
 FA2082* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 FA2082  ___________________________________________________________________
 FA2082  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 FA2082  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA2082  HORZ ORDER  -  FIRST
 FA2082
 FA2082.The horizontal coordinates were established by classical geodetic methods
 FA2082.and adjusted by the National Geodetic Survey in August 2005.
 FA2082
 FA2082.The orthometric height was scaled from a topographic map.
 FA2082
 FA2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2082
 FA2082.The geoid height was determined by GEOID03.
 FA2082
 FA2082;                    North         East     Units Scale Factor Converg.
 FA2082;SPC NC       -   152,426.561   474,054.860   MT  0.99987543   -0 51 30.0
 FA2082;SPC NC       -   500,086.14  1,555,294.99   sFT  0.99987543   -0 51 30.0
 FA2082;UTM  17      - 3,885,908.440   546,733.889   MT  0.99962692   +0 17 42.0
 FA2082
 FA2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2082!SPC NC       -   0.99997732  x   0.99987543  =   0.99985275
 FA2082!UTM  17      -   0.99997732  x   0.99962692  =   0.99960425
 FA2082
 FA2082:                Primary Azimuth Mark                     Grid Az
 FA2082:SPC NC       -  ADVANCE RM 1 AZIMUTH                     047 34 46.4
 FA2082:UTM  17      -  ADVANCE RM 1 AZIMUTH                     046 25 34.4
 FA2082
 FA2082|---------------------------------------------------------------------|
 FA2082| PID    Reference Object                     Distance      Geod. Az  |
 FA2082|                                                           dddmmss.s |
 FA2082| FA3715 ADVANCE RM 1 AZIMUTH                               0464316.4 |
 FA2082| EC1379 MARSHVILLE EASTERN WATER TANK       APPROX.18.5 KM 1385609.2 |
 FA2082| EC1380 MARSHVILLE WESTERN WATER TANK       APPROX.18.1 KM 1412458.2 |
 FA2082| EC0185 MONROE                              APPROX.15.5 KM 1990004.8 |
 FA2082| FA3716 ADVANCE RM 2                         57.623 METERS 23431     |
 FA2082| FA3717 ADVANCE RM 3                         18.511 METERS 32206     |
 FA2082|---------------------------------------------------------------------|
 FA2082
 FA2082                          SUPERSEDED SURVEY CONTROL
 FA2082
 FA2082  NAD 83(1986)-  35 06 53.75012(N)    080 29 13.71809(W) AD(       ) 1
 FA2082  NAD 27      -  35 06 53.20700(N)    080 29 14.47900(W) AD(       ) 1
 FA2082
 FA2082.Superseded values are not recommended for survey control.
 FA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2082.See file dsdata.txt to determine how the superseded data were derived.
 FA2082
 FA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU4673485908(NAD 83)
 FA2082_MARKER: DS = TRIANGULATION STATION DISK
 FA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2082_STAMPING: ADVANCE 1933
 FA2082_MARK LOGO: CGS   
 FA2082
 FA2082  HISTORY     - Date     Condition        Report By
 FA2082  HISTORY     - 1933     MONUMENTED       CGS
 FA2082  HISTORY     - 1934     GOOD             CGS
 FA2082  HISTORY     - 1965     MARK NOT FOUND   NCGS
 FA2082  HISTORY     - 1967     MARK NOT FOUND   CGS
 FA2082  HISTORY     - 1972     MARK NOT FOUND   NGS
 FA2082  HISTORY     - 19980501 MARK NOT FOUND   USPSQD
 FA2082
 FA2082                          STATION DESCRIPTION
 FA2082
 FA2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FA2082'ABOUT 10 MILES NORTH-NORTHEAST OF MONROE, 11 MILES NORTH-NORTHWEST OF
 FA2082'MARSHVILLE, 3-1/4 MILES NORTH-NORTHEAST OF UNIONVILLE, AND ON THE
 FA2082'PURSER ESTATE.  TO REACH FROM MONROE, GO WEST 0.6 MILE ON ROUTE 74,
 FA2082'TURN NORTH ONTO ROUTE 151, PROCEED 7.0 MILE TO CROSSROADS WITH
 FA2082'ARROWS UNIONVILLE 1 AND INDIAN TRAIL 8, PROCEED EAST 0.9 MILE
 FA2082'FOLLOWING UNIONVILLE ARROW AND KEEP STRAIGHT AHEAD AT JOGGED
 FA2082'CROSSROADS, CONTINUE 0.45 MILE, TURN RIGHT AT T-ROAD JUNCTION
 FA2082'AT SCHOOL AND CHURCH IN UNIONVILLE, PROCEED 100 FEET AND FOLLOW MAIN
 FA2082'ROAD TO LEFT, CONTINUE 250 FEET AND KEEP STRAIGHT AHEAD AT SLANTING
 FA2082'CROSSROADS, PROCEED 0.55 MILE, TURN LEFT (NORTHEAST) AT JOGGED
 FA2082'CROSSROADS, CONTINUE 0.65 MILE, KEEP STRAIGHT AHEAD ON FIRST ROAD TO
 FA2082'RIGHT OF HOUSE WHICH IS IN NORTH ANGLE OF CROSSROADS, AND CONTINUE
 FA2082'1.8 MILES OR 0.35 MILE BEYOND T-ROAD AT GULF GAS STATION TO STATION
 FA2082'SITE AT TOP OF GRADE.  STATION IS 24 FEET SOUTHEAST OF CENTER LINE
 FA2082'OF ROAD AT POINT WHERE LEFT FORK LEADS TO ADVANCE CHURCH. SURFACE
 FA2082'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FA2082'CONCRETE. REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 FA2082'CONCRETE 5 METERS (16 FEET) NORTHWEST OF CENTER LINE
 FA2082'OF ROAD LEADING TO STATION, 80 FEET SOUTHWEST OF T-ROAD LEADING
 FA2082'WEST, AT TOP OF FIRST RISE IN GRADE IN ROAD NORTHEAST OF STATION, AND
 FA2082'0.20 MILE FROM STATION N 46 DEG 44 MIN E.  REFERENCE
 FA2082'MARKS NOS. 2 AND 3 ARE STANDARD REFERENCE DISKS IN BOULDERS,
 FA2082'NO. 2 IS IN BOULDER, 3 BY 2-1/2 BY 1-1/2 FEET HIGH, 41 FEET
 FA2082'NORTHWEST OF CENTER LINE OF ROAD, AND 189.05 FEET FROM STATION
 FA2082'S 54 DEG 31 MIN W. NO. 3 IS IN BOULDER 2-1/2 BY 2 BY 1 FOOT HIGH
 FA2082'37 FEET NORTH OF CENTER LINE OF ROAD AT FORK LEADING TO CHURCH, AND
 FA2082'60.73 FEET FROM STATION N 37 DEG 53 MIN W.  AZIMUTH FROM
 FA2082'STATION TO MONROE SILVER-COLORED MUNICIPAL WATER TANK IS 199 DEG
 FA2082'15 MIN.
 FA2082
 FA2082                          STATION RECOVERY (1965)
 FA2082
 FA2082'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2082'ADVANCE DESTROYED.
 FA2082'
 FA2082'RM 1 DESTROYED.
 FA2082'
 FA2082'RM 2 DESTROYED.
 FA2082'
 FA2082'RM 3 HAS BEEN MOVED - DESTROYED.
 FA2082
 FA2082                          STATION RECOVERY (1967)
 FA2082
 FA2082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 FA2082'STATION WAS NOT RECOVERED.  FOUR HOURS WERE SPENT SEARCHING, AND THE
 FA2082'ONLY MARK FOUND WAS RM 3, WHICH HAD APPARENTLY BEEN DISTURBED. THE
 FA2082'BOULDER THAT CONTAINED THE DISK WAS ON TOP OF THE GROUND, THE ARROW
 FA2082'POINTING 198 DEGREES MAGNETIC.
 FA2082
 FA2082                          STATION RECOVERY (1972)
 FA2082
 FA2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FA2082'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK NO. 1
 FA2082'(AZIMUTH MARK) AND REFERENCE MARK NO. 2 WERE NOT RECOVERED.
 FA2082'REFERENCE MARK NO. 3 WAS RECOVERED IN GOOD CONDITION. THE HIGHWAY
 FA2082'HAS BEEN IMPROVED AND RELOCATED IN THE VICINITY WHICH
 FA2082'APPARENTLY DESTROYED MARKS.
 FA2082
 FA2082                          STATION RECOVERY (1998)
 FA2082
 FA2082'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8904 ***********************************************************************
 AF8904  DESIGNATION -  ADVISOR
 AF8904  PID         -  AF8904
 AF8904  STATE/COUNTY-  NC/WASHINGTON
 AF8904  USGS QUAD   -  PLYMOUTH WEST (1987)
 AF8904
 AF8904                         *CURRENT SURVEY CONTROL
 AF8904  ___________________________________________________________________
 AF8904* NAD 83(2001)-  35 49 55.80044(N)    076 46 29.44674(W)     ADJUSTED  
 AF8904* NAVD 88     -        11.58   (meters)      38.0    (feet)  LEVELING  
 AF8904  ___________________________________________________________________
 AF8904  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 AF8904  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 AF8904  HORZ ORDER  -  SECOND
 AF8904  VERT ORDER  -  THIRD ?
 AF8904
 AF8904.The horizontal coordinates were established by classical geodetic methods
 AF8904.and adjusted by the National Geodetic Survey in August 2005.
 AF8904
 AF8904.The orthometric height was determined by differential leveling.
 AF8904.The vertical network tie was performed by a horz. field party for horz.
 AF8904.obs reductions. Reset procedures were used to establish the elevation.
 AF8904
 AF8904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8904
 AF8904.The geoid height was determined by GEOID03.
 AF8904
 AF8904;                    North         East     Units Scale Factor Converg.
 AF8904;SPC NC       -   233,232.526   810,621.368   MT  0.99992379   +1 17 03.5
 AF8904;SPC NC       -   765,197.05  2,659,513.60   sFT  0.99992379   +1 17 03.5
 AF8904;UTM  18      - 3,966,787.374   339,690.932   MT  0.99991668   -1 02 21.3
 AF8904
 AF8904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8904!SPC NC       -   1.00000393  x   0.99992379  =   0.99992772
 AF8904!UTM  18      -   1.00000393  x   0.99991668  =   0.99992061
 AF8904
 AF8904                          SUPERSEDED SURVEY CONTROL
 AF8904
 AF8904  NAD 83(1986)-  35 49 55.81285(N)    076 46 29.45702(W) AD(       ) 2
 AF8904
 AF8904.Superseded values are not recommended for survey control.
 AF8904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8904.See file dsdata.txt to determine how the superseded data were derived.
 AF8904
 AF8904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3969166787(NAD 83)
 AF8904_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8904_STAMPING: ADVISOR 1989
 AF8904_MARK LOGO: NCGS  
 AF8904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8904+STABILITY: SURFACE MOTION
 AF8904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8904+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF8904
 AF8904  HISTORY     - Date     Condition        Report By
 AF8904  HISTORY     - 1989     MONUMENTED       NCGS
 AF8904
 AF8904                          STATION DESCRIPTION
 AF8904
 AF8904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AF8904'STATION IS LOCATED ABOUT 3.91 KM (2.40 MI) SOUTHWEST OF
 AF8904'PLYMOUTH.$ALONG US 64 FOR 0.80 KM (0.50 MI) SOUTHWEST FROM NC 149 AND
 AF8904'SR 1100 (LONG RIDGE ROAD), OR 1.05 KM (0.65 MI) EAST OF THE WELCH
 AF8904'CREEK BRIDGE (COUNTY LINE), AT THE ENTRANCE OF A MOBILE HOME PARK, ON
 AF8904'THE NORTHEAST SIDE OF THE T-INTERSECTION.$MARK IS ABOUT LEVEL WITH
 AF8904'HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED 6.16 M (20.21 FT)
 AF8904'NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE OF US 64,
 AF8904'10.00 M (32.81 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE STREET
 AF8904'LEADING TO MOBILE HOME PARK, 22.55 M (73.98 FT) SOUTH OF THE NORTHWEST
 AF8904'CORNER OF A BRICK HOUSE, 37.65 M (123.52 FT) WEST-SOUTHWEST OF THE
 AF8904'NORTH END OF A CULVERT UNDER US 64, AND 37.35 M (122.54 FT)
 AF8904'WEST-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2813 ***********************************************************************
 EZ2813  DESIGNATION -  ADVOCATE
 EZ2813  PID         -  EZ2813
 EZ2813  STATE/COUNTY-  NC/ORANGE
 EZ2813  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2813
 EZ2813                         *CURRENT SURVEY CONTROL
 EZ2813  ___________________________________________________________________
 EZ2813* NAD 83(2001)-  35 58 53.01876(N)    079 04 01.12941(W)     ADJUSTED  
 EZ2813* NAVD 88     -       138.429  (meters)     454.16   (feet)  ADJUSTED  
 EZ2813  ___________________________________________________________________
 EZ2813  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 EZ2813  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 EZ2813  DYNAMIC HT  -         138.317 (meters)     453.80  (feet)  COMP
 EZ2813  MODELED GRAV-     979,816.8   (mgal)                       NAVD 88
 EZ2813
 EZ2813  HORZ ORDER  -  SECOND
 EZ2813  VERT ORDER  -  SECOND    CLASS II
 EZ2813
 EZ2813.The horizontal coordinates were established by classical geodetic methods
 EZ2813.and adjusted by the National Geodetic Survey in August 2005.
 EZ2813
 EZ2813.The orthometric height was determined by differential leveling
 EZ2813.and adjusted in June 1991.
 EZ2813
 EZ2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2813
 EZ2813.The geoid height was determined by GEOID03.
 EZ2813
 EZ2813.The dynamic height is computed by dividing the NAVD 88
 EZ2813.geopotential number by the normal gravity value computed on the
 EZ2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2813.degrees latitude (g = 980.6199 gals.).
 EZ2813
 EZ2813.The modeled gravity was interpolated from observed gravity values.
 EZ2813
 EZ2813;                    North         East     Units Scale Factor Converg.
 EZ2813;SPC NC       -   247,538.354   603,560.884   MT  0.99995356   -0 02 19.2
 EZ2813;SPC NC       -   812,132.08  1,980,182.67   sFT  0.99995356   -0 02 19.2
 EZ2813;UTM  17      - 3,983,612.322   674,269.703   MT  0.99997423   +1 08 09.5
 EZ2813
 EZ2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2813!SPC NC       -   0.99998310  x   0.99995356  =   0.99993667
 EZ2813!UTM  17      -   0.99998310  x   0.99997423  =   0.99995734
 EZ2813
 EZ2813                          SUPERSEDED SURVEY CONTROL
 EZ2813
 EZ2813  NAD 83(1986)-  35 58 53.02098(N)    079 04 01.13659(W) AD(       ) 2
 EZ2813  NGVD 29 (03/05/92)  138.666  (m)          454.94   (f) ADJUSTED    2 2
 EZ2813
 EZ2813.Superseded values are not recommended for survey control.
 EZ2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2813.See file dsdata.txt to determine how the superseded data were derived.
 EZ2813
 EZ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7427083612(NAD 83)
 EZ2813_MARKER: DE = TRAVERSE STATION DISK
 EZ2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2813_SP_SET: CONCRETE POST
 EZ2813_STAMPING: ADVOCATE 1981
 EZ2813_MARK LOGO: NCGS  
 EZ2813_PROJECTION: RECESSED 15 CENTIMETERS
 EZ2813_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2813+STABILITY: SURFACE MOTION
 EZ2813
 EZ2813  HISTORY     - Date     Condition        Report By
 EZ2813  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2813  HISTORY     - 1981     GOOD             NCGS
 EZ2813
 EZ2813                          STATION DESCRIPTION
 EZ2813
 EZ2813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2813'THE STATION IS LOCATED ABOUT 4.7 MILES
 EZ2813'NORTH-NORTHWEST OF CHAPEL HILL.
 EZ2813'
 EZ2813'ALONG NC 86, 0.8 MILE SOUTH OF RAILROAD CROSSING (IN BLACKWOOD
 EZ2813'COMMUNITY) OR 0.1 MILE NORTH OF SR 1726 INTERSECTION, IN WEST
 EZ2813'SHOULDER NORTH OF A POWER LINE.
 EZ2813'
 EZ2813'THE STATION IS A STANDARD NCGS DISK
 EZ2813'STAMPED---ADVOCATE 1981--,
 EZ2813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ2813'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 EZ2813'5.6 METERS (18.4 FT) WEST-SOUTHWEST FROM CENTERLINE OF NC 86,
 EZ2813'3.5 METERS (11.4 FT) EAST-SOUTHEAST FROM POWER POLE WITH REFERENCE
 EZ2813'TAG,
 EZ2813'1.9 METERS (6.3 FT) SOUTH-SOUTHEAST FROM METAL HIGHWAY SIGN,
 EZ2813'12.4 METERS (40.6 FT) WEST FROM NORTH END OF CULVERT AND
 EZ2813'14.5 METERS (47.6 FT) WEST-SOUTHWEST FROM BASE OF 12 INCH CEDAR.
 EZ2813'
 EZ2813'MARK IS LEVEL WITH HIGHWAY.
 EZ2813
 EZ2813                          STATION RECOVERY (1981)
 EZ2813
 EZ2813'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2813'4.7 MI NNW FROM CHAPEL HILL.
 EZ2813'ALONG NC 86, 0.8 MILE SOUTH OF RAILROAD CROSSING IN BLACKWOOD
 EZ2813'COMMUNITY, OR 0.1 MILE NORTH OF SR 1726 INTERSECTION IN WEST
 EZ2813'SHOULDER NORTH OF A POWER LINE CROSSING, 18.4 FEET WEST-SOUTHWEST
 EZ2813'OF CENTERLINE OF NC 86, 11.4 FEET EAST-SOUTHEAST OF POWER POLE
 EZ2813'WITH REFERENCE TAG, 6.3 FEET SOUTH-SOUTHEAST OF METAL HIGHWAY SIGN,
 EZ2813'40.6 FEET WEST OF NORTH END OF CULVERT AND 47.6 FEET WEST-SOUTHWEST
 EZ2813'OF BASE OF 12 INCH CEDAR.
 EZ2813'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5360 ***********************************************************************
 EZ5360  DESIGNATION -  AERO
 EZ5360  PID         -  EZ5360
 EZ5360  STATE/COUNTY-  NC/WAKE
 EZ5360  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5360
 EZ5360                         *CURRENT SURVEY CONTROL
 EZ5360  ___________________________________________________________________
 EZ5360* NAD 83(2001)-  35 52 58.38402(N)    078 46 57.70504(W)     ADJUSTED  
 EZ5360* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 EZ5360  ___________________________________________________________________
 EZ5360  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 EZ5360  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EZ5360  HORZ ORDER  -  SECOND
 EZ5360
 EZ5360.The horizontal coordinates were established by classical geodetic methods
 EZ5360.and adjusted by the National Geodetic Survey in August 2005.
 EZ5360
 EZ5360.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5360
 EZ5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5360
 EZ5360.The geoid height was determined by GEOID03.
 EZ5360
 EZ5360;                    North         East     Units Scale Factor Converg.
 EZ5360;SPC NC       -   236,628.005   629,221.765   MT  0.99993314   +0 07 31.5
 EZ5360;SPC NC       -   776,337.05  2,064,371.74   sFT  0.99993314   +0 07 31.5
 EZ5360;UTM  17      - 3,973,229.411   700,151.180   MT  1.00009366   +1 18 00.2
 EZ5360
 EZ5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5360!SPC NC       -   0.99998473  x   0.99993314  =   0.99991787
 EZ5360!UTM  17      -   0.99998473  x   1.00009366  =   1.00007839
 EZ5360
 EZ5360                          SUPERSEDED SURVEY CONTROL
 EZ5360
 EZ5360  NAD 83(1986)-  35 52 58.38806(N)    078 46 57.71636(W) AD(       ) 2
 EZ5360  NAD 27      -  35 52 57.86342(N)    078 46 58.69484(W) AD(       ) 2
 EZ5360  NGVD 29 (07/19/86)  129.6    (m)          425.     (f) VERT ANG    3  
 EZ5360
 EZ5360.Superseded values are not recommended for survey control.
 EZ5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5360.See file dsdata.txt to determine how the superseded data were derived.
 EZ5360
 EZ5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0015173229(NAD 83)
 EZ5360_MARKER: DE = TRAVERSE STATION DISK
 EZ5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5360_STAMPING: AERO 1961
 EZ5360_MARK LOGO: NCGS  
 EZ5360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5360+STABILITY: SURFACE MOTION
 EZ5360
 EZ5360  HISTORY     - Date     Condition        Report By
 EZ5360  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5360  HISTORY     - 1968     MARK NOT FOUND   NCGS
 EZ5360  HISTORY     - 1973     MARK NOT FOUND   NCGS
 EZ5360
 EZ5360                          STATION DESCRIPTION
 EZ5360
 EZ5360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5360'AERO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5360'THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5360'
 EZ5360'AERO IS 10.8 MILES WNW OF RALEIGH.  5.3 MILES W ON U.S. 70 TO
 EZ5360'CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 7.2 MILES TO
 EZ5360'INTERSECTION OF RALEIGH-DURHAM AIRPORT RD. (SR 1002), TURN LEFT
 EZ5360'AND GO 1.7 MILES TO STATION, OR 0.5 MILES N OF EXIT TO
 EZ5360'RALEIGH-DURHAM AIRPORT.  STATION IS LOCATED IN THE NW CORNER OF
 EZ5360'AIRPORT FIELD.
 EZ5360'
 EZ5360'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5360'AERO 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5360'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5360'
 EZ5360'MARK IS
 EZ5360'
 EZ5360'54.5 FT E OF INTERSECTION OF SRS 1002 AND 1709
 EZ5360'
 EZ5360'48.0 FT E OF C/L OF SR 1002
 EZ5360'
 EZ5360'41.5 FT N OF SR 1709
 EZ5360
 EZ5360                          STATION RECOVERY (1968)
 EZ5360
 EZ5360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5360'AERO 1961 (NCGS) DESTROYED BY ROAD CONSTRUCTION
 EZ5360
 EZ5360                          STATION RECOVERY (1973)
 EZ5360
 EZ5360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ5360'DESTROYED.
 EZ5360'
 EZ5360'REPLACED BY AERO 2 1972 IN SAME VICINITY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0939 ***********************************************************************
 EZ0939  DESIGNATION -  AERO 2
 EZ0939  PID         -  EZ0939
 EZ0939  STATE/COUNTY-  NC/WAKE
 EZ0939  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0939
 EZ0939                         *CURRENT SURVEY CONTROL
 EZ0939  ___________________________________________________________________
 EZ0939* NAD 83(2001)-  35 52 58.63854(N)    078 46 57.58808(W)     ADJUSTED  
 EZ0939* NAVD 88     -       129.341  (meters)     424.35   (feet)  ADJUSTED  
 EZ0939  ___________________________________________________________________
 EZ0939  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 EZ0939  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EZ0939  DYNAMIC HT  -         129.232 (meters)     423.99  (feet)  COMP
 EZ0939  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 EZ0939
 EZ0939  HORZ ORDER  -  SECOND
 EZ0939  VERT ORDER  -  SECOND    CLASS 0
 EZ0939
 EZ0939.This mark is at Durham Intl-Raleigh Airport (RDU)
 EZ0939
 EZ0939.The horizontal coordinates were established by classical geodetic methods
 EZ0939.and adjusted by the National Geodetic Survey in August 2005.
 EZ0939
 EZ0939.The orthometric height was determined by differential leveling
 EZ0939.and adjusted in June 1991.
 EZ0939
 EZ0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0939
 EZ0939.The geoid height was determined by GEOID03.
 EZ0939
 EZ0939.The dynamic height is computed by dividing the NAVD 88
 EZ0939.geopotential number by the normal gravity value computed on the
 EZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0939.degrees latitude (g = 980.6199 gals.).
 EZ0939
 EZ0939.The modeled gravity was interpolated from observed gravity values.
 EZ0939
 EZ0939;                    North         East     Units Scale Factor Converg.
 EZ0939;SPC NC       -   236,635.855   629,224.681   MT  0.99993316   +0 07 31.6
 EZ0939;SPC NC       -   776,362.80  2,064,381.31   sFT  0.99993316   +0 07 31.6
 EZ0939;UTM  17      - 3,973,237.321   700,153.935   MT  1.00009367   +1 18 00.3
 EZ0939
 EZ0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0939!SPC NC       -   0.99998473  x   0.99993316  =   0.99991789
 EZ0939!UTM  17      -   0.99998473  x   1.00009367  =   1.00007840
 EZ0939
 EZ0939                          SUPERSEDED SURVEY CONTROL
 EZ0939
 EZ0939  NAD 83(1986)-  35 52 58.64240(N)    078 46 57.59959(W) AD(       ) 2
 EZ0939  NAD 27      -  35 52 58.11768(N)    078 46 58.57806(W) AD(       ) 2
 EZ0939  NGVD 29 (??/??/92)  129.60   (m)          425.2    (f) COMPUTED    2 0
 EZ0939
 EZ0939.Superseded values are not recommended for survey control.
 EZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0939.See file dsdata.txt to determine how the superseded data were derived.
 EZ0939
 EZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0015473237(NAD 83)
 EZ0939_MARKER: DE = TRAVERSE STATION DISK
 EZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0939_STAMPING: AERO 2 1972
 EZ0939_MARK LOGO: NCGS  
 EZ0939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0939+STABILITY: SURFACE MOTION
 EZ0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0939+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 EZ0939
 EZ0939  HISTORY     - Date     Condition        Report By
 EZ0939  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0939  HISTORY     - 1973     GOOD             NCGS
 EZ0939  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 EZ0939  HISTORY     - 1987     GOOD             USPSQD
 EZ0939  HISTORY     - 1988     GOOD             USPSQD
 EZ0939  HISTORY     - 19880101 GOOD             NCGS
 EZ0939  HISTORY     - 20040527 SEE DESCRIPTION  NCGS
 EZ0939
 EZ0939                          STATION DESCRIPTION
 EZ0939
 EZ0939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0939'AERO 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0939'VICINITY OF NW WAKE COUNTY.
 EZ0939'
 EZ0939'AERO 2 IS LOCATED APPROXIMATELY 4.8 MILES NNE OF MORRISVILLE, AND
 EZ0939'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH.  TO REACH THE STATION
 EZ0939'FROM INTERSECTION OF US 70 AND SR 1002 (RDU AIRPORT ROAD), PROCEED
 EZ0939'SW ALONG SR 1002 FOR 1.6 MILES TO SR 1709 SE AND STATION ON LEFT IN
 EZ0939'EAST QUADRANT OF INTERSECTION, APPROXIMATELY 0.7 MILES NE OF THE
 EZ0939'AIRPORT TERMINAL.
 EZ0939'
 EZ0939'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AERO 2
 EZ0939'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ0939'INCH BELOW THE SURFACE OF THE GROUND.
 EZ0939'
 EZ0939'MARK IS
 EZ0939'35.8 FEET SE OF C/L OF SR 1002.
 EZ0939'60.2 FEET NE OF PP W/ALUMINUM REF. TAG.
 EZ0939'9.4 FEET NE OF BASE OF TELEPHONE SERVICE BOX.
 EZ0939'65.5 FEET NW OF PP W/ALUMINUM REF. TAG.
 EZ0939
 EZ0939                          STATION RECOVERY (1973)
 EZ0939
 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0939'4.8 MI NNE FROM MORRISVILLE.
 EZ0939'AERO 2 IS LOCATED AT THE RALEIGH-DURHAM AIRPORT, APPROXIMATELY
 EZ0939'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH.  TO REACH THE STATION
 EZ0939'FROM INTERSECTION OF U.S. 70 AND SR 1002 (RDU AIRPORT ROAD),
 EZ0939'PROCEED SW ALONG SR 1002 FOR 1.6 MILES TO SR 1709 SE AND STATION
 EZ0939'ON LEFT IN EAST QUADRANT OF INTERSECTION, APPROXIMATELY 0.7 MILES
 EZ0939'NE OF THE AIRPORT TERMINAL, 35.8 FT SE OF C/L OF SR 1002, 60.2
 EZ0939'FT NE OF C/L OF SR 1709, 9.4 FT NE OF BASE OF TELEPHONE SERVICE
 EZ0939'BOX, AND 65.5 FT NW OF PP W/ALUMINUM REF. TAG.  DISK IS SET IN
 EZ0939'TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ0939
 EZ0939                          STATION RECOVERY (1979)
 EZ0939
 EZ0939'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JH)
 EZ0939'THE STATION WAS REPORTED PROBABLY DESTROYED.  IT WAS SEARCHED FOR BUT
 EZ0939'NOT FOUND.
 EZ0939
 EZ0939                          STATION RECOVERY (1987)
 EZ0939
 EZ0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ0939'RECOVERED IN GOOD CONDITION.
 EZ0939
 EZ0939                          STATION RECOVERY (1988)
 EZ0939
 EZ0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0939'RECOVERED IN GOOD CONDITION.
 EZ0939
 EZ0939                          STATION RECOVERY (1988)
 EZ0939
 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ0939'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) NORTHWEST OF CAPITOL
 EZ0939'SQUARE (IN RALEIGH). ALONG SR 1646 (MOUNT HERMAN CHURCH ROAD) FOR 0.3
 EZ0939'KM (0.20 MI) NORTHEAST FROM THE TRAFFIC CONTROL TOWER, OR 2.0 KM (1.25
 EZ0939'MI) SOUTHWEST FROM SR 1002 (AVIATION PARKWAY), IN THE SMALL YARD
 EZ0939'OF--AIR LIFT ASSOCIATES--. MARK IS LOCATED 10.9 M (35.8 FT) SOUTHEAST
 EZ0939'OF THE CENTERLINE OF THE ROAD, 19.8 M (65.0 FT) NORTHEAST OF THE
 EZ0939'CENTERLINE OF A PAVED DRIVE, 20.2 M (66.3 FT) SOUTH-SOUTHWEST OF THE
 EZ0939'CENTERLINE INTERSECTION OF MOUNT HERMAN CHURCH ROAD AND A CROSSOVER
 EZ0939'ROAD, 3.0 M (9.8 FT) EAST-NORTHEAST OF THE NORTHEAST MOST OF TWO
 EZ0939'TELEPHONE UTILITY BOXES, 7.6 M (24.9 FT) NORTHEAST OF THE NORTHEAST
 EZ0939'CORNER OF A CONCRETE SIGN BASE, 12.5 M (41.0 FT) WEST-SOUTHWEST OF A
 EZ0939'CONCRETE SLAB MARKED--RTR-C-SPLICE--AND 20.0 M (65.6 FT) NORTHWEST OF
 EZ0939'A POWER POLE WITH TWO TRANSFORMERS AND A REFEFENCE TAG. MARK IS
 EZ0939'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH ROAD.
 EZ0939
 EZ0939                          STATION RECOVERY (2004)
 EZ0939
 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLM)
 EZ0939'STATION WAS NOT FOUND AND BELIEVED DESTROYED. RTK GPS SEARCH PLACES
 EZ0939'MARKER IN RECENT PIPELINE CONSTRUCTION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1359 ***********************************************************************
 FA1359  DESIGNATION -  AEROQUIP
 FA1359  PID         -  FA1359
 FA1359  STATE/COUNTY-  NC/RUTHERFORD
 FA1359  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 FA1359
 FA1359                         *CURRENT SURVEY CONTROL
 FA1359  ___________________________________________________________________
 FA1359* NAD 83(2007)-  35 20 23.68590(N)    081 54 13.06676(W)     ADJUSTED  
 FA1359* NAVD 88     -       312.999  (meters)    1026.90   (feet)  ADJUSTED  
 FA1359  ___________________________________________________________________
 FA1359  EPOCH DATE  -        2002.00
 FA1359  X           -     733,618.583 (meters)                     COMP
 FA1359  Y           -  -5,157,014.780 (meters)                     COMP
 FA1359  Z           -   3,668,856.356 (meters)                     COMP
 FA1359  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FA1359  ELLIP HEIGHT-         281.115 (meters)          (09/19/08) ADJUSTED
 FA1359  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FA1359  DYNAMIC HT  -         312.688 (meters)    1025.88  (feet)  COMP
 FA1359  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 FA1359
 FA1359  HORZ ORDER  -  B
 FA1359  VERT ORDER  -  SECOND    CLASS II
 FA1359  ELLP ORDER  -  FOURTH    CLASS II
 FA1359
 FA1359.The horizontal coordinates were established by GPS observations
 FA1359.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 FA1359
 FA1359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA1359.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA1359.The horizontal coordinates are valid at the epoch date displayed above.
 FA1359.The epoch date for horizontal control is a decimal equivalence
 FA1359.of Year/Month/Day.
 FA1359
 FA1359.The orthometric height was determined by differential leveling
 FA1359.and adjusted in June 1991.
 FA1359
 FA1359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1359
 FA1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1359
 FA1359.The ellipsoidal height was determined by GPS observations
 FA1359.and is referenced to NAD 83.
 FA1359
 FA1359.The geoid height was determined by GEOID03.
 FA1359
 FA1359.The dynamic height is computed by dividing the NAVD 88
 FA1359.geopotential number by the normal gravity value computed on the
 FA1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1359.degrees latitude (g = 980.6199 gals.).
 FA1359
 FA1359.The modeled gravity was interpolated from observed gravity values.
 FA1359
 FA1359;                    North         East     Units Scale Factor Converg.
 FA1359;SPC NC       -   180,228.814   345,705.949   MT  0.99987377   -1 40 33.2
 FA1359;SPC NC       -   591,300.70  1,134,203.60   sFT  0.99987377   -1 40 33.2
 FA1359;UTM  17      - 3,911,113.728   417,883.606   MT  0.99968310   -0 31 21.8
 FA1359
 FA1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1359!SPC NC       -   0.99995588  x   0.99987377  =   0.99982965
 FA1359!UTM  17      -   0.99995588  x   0.99968310  =   0.99963899
 FA1359
 FA1359:                Primary Azimuth Mark                     Grid Az
 FA1359:SPC NC       -  PROCTOR                                  198 38 48.9
 FA1359:UTM  17      -  PROCTOR                                  197 29 37.5
 FA1359
 FA1359|---------------------------------------------------------------------|
 FA1359| PID    Reference Object                     Distance      Geod. Az  |
 FA1359|                                                           dddmmss.s |
 FA1359| FA3332 PROCTOR                             APPROX. 0.8 KM 1965815.7 |
 FA1359|---------------------------------------------------------------------|
 FA1359
 FA1359                          SUPERSEDED SURVEY CONTROL
 FA1359
 FA1359  NAD 83(2001)-  35 20 23.68588(N)    081 54 13.06721(W) AD(       ) 2
 FA1359  NAD 83(1986)-  35 20 23.69864(N)    081 54 13.06914(W) AD(       ) 2
 FA1359  NAD 27      -  35 20 23.24162(N)    081 54 13.70422(W) AD(       ) 2
 FA1359  NAVD 88 (06/09/98)  313.00   (m)         1026.9    (f) LEVELING    3  
 FA1359  NGVD 29 (??/??/92)  313.252  (m)         1027.73   (f) ADJ UNCH    2 2
 FA1359
 FA1359.Superseded values are not recommended for survey control.
 FA1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1359.See file dsdata.txt to determine how the superseded data were derived.
 FA1359
 FA1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1788411114(NAD 83)
 FA1359_MARKER: DE = TRAVERSE STATION DISK
 FA1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1359_STAMPING: AEROQUIP 1972
 FA1359_MARK LOGO: NCGS  
 FA1359_PROJECTION: RECESSED 3 CENTIMETERS
 FA1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1359+STABILITY: SURFACE MOTION
 FA1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1359+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 FA1359
 FA1359  HISTORY     - Date     Condition        Report By
 FA1359  HISTORY     - 1972     MONUMENTED       NCGS
 FA1359  HISTORY     - 19731101 GOOD             NCGS
 FA1359  HISTORY     - 19850101 GOOD             NCGS
 FA1359  HISTORY     - 19960524 GOOD             USPSQD
 FA1359  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA1359  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 FA1359  HISTORY     - 20050916 MARK NOT FOUND   USPSQD
 FA1359  HISTORY     - 20060424 GOOD             NCGS
 FA1359
 FA1359                          STATION DESCRIPTION
 FA1359
 FA1359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA1359'AEROQUIP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1359'THE VICINITY OF SPINDALE, NORTH CAROLINA.
 FA1359'
 FA1359'AEROQUIP IS LOCATED APPROXIMATELY 1.9 MILES SE OF SPINDALE, AND 2.4
 FA1359'MILES WEST OF FOREST CITY.  TO REACH STATION FROM THE INTERSECTION
 FA1359'OF US 74 BUSINESS AND US 221A WITH US 74 BYPASS IN SE
 FA1359'RUTHERFORDTON, PROCEED SE ALONG US 74 BYPASS FOR 3.1 MILES TO
 FA1359'INTERSECTION WITH DANIEL ROAD (SR 2184), THENCE NE ALONG SR
 FA1359'2184 FOR 0.1 MILE TO STATION ON THE RIGHT.  0.35 MILE SSW OF
 FA1359'INTERSECTION WITH SR 2185, APPROXIMATELY 800 FEET SOUTH OF
 FA1359'AEROQUIP PLANT, APPROXIMATELY 30 FEET WEST OF THE SOUTH PROJECTION
 FA1359'OF THE EAST SIDE OF THE PLANT BUILDING, OPPOSITE DRIVEWAY TO
 FA1359'BARRETT DANIEL RESIDENCE, ON THE SOUTH SIDE OF FENCE, NEXT TO
 FA1359'CENTER BRACE POLE.
 FA1359'
 FA1359'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1359'AEROQUIP 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1359'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1359'
 FA1359'MARK IS
 FA1359'37.0 FEET SSW OF C/L OF SR 2184.
 FA1359'126.6 FEET WNW OF PUBLIC GAS CO. SERVICE PIPE (ON SOUTH SIDE OF
 FA1359'ROAD).
 FA1359'3.0 FEET S OF CENTER BRACE POLE OF FENCE.
 FA1359'9.1 FEET ESE OF WESTERNMOST BRACE POLE.
 FA1359
 FA1359                          STATION RECOVERY (1973)
 FA1359
 FA1359'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1359'1.9 MI SE OF SPINDALE.
 FA1359'AEROQUIP IS LOCATED APPROXIMATELY 2.7 MILES SOUTHEAST OF COURTHOUSE IN
 FA1359'RUTHERFORDTON.  TO REACH STATION FROM THE INTERSECTION OF US 74
 FA1359'BUSINESS AND US 221A WITH US 74 BYPASS BETWEEN RUTHERFORDTON AND
 FA1359'SPINDALE, PROCEED SOUTHEAST ALONG US 74 BYPASS FOR 3.1 MILES TO
 FA1359'INTERSECTION WITH DANIEL ROAD (SR 2184), THENCE NORTHEAST ALONG SR
 FA1359'2184 FOR 0.1 MILE TO STATION ON RIGHT, 0.35 MILE SOUTH-SOUTHWEST OF
 FA1359'INTERSECTION WITH SR 2185, APPROXIMATELY 800 FEET SOUTH OF AEROQUIP
 FA1359'PLANT, APPROXIMATELY 30 FEET WEST OF THE SOUTH PROJECTION OF EAST SIDE
 FA1359'OF PLANT BUILDING, OPPOSITE DRIVEWAY TO BARRETT DANIEL RESIDENCE, ON
 FA1359'THE SOUTH SIDE OF FENCE AND NEXT TO CENTER BRACE POLE.  37.0 FEET
 FA1359'SOUTH-SOUTHWEST OF CENTERLINE OF SR 2184, 126.6 FEET WEST-NORTHWEST OF
 FA1359'PUBLIC GAS COMPANY SERVICE PIPE (ON SOUTH SIDE OF ROAD), 3.0 FEET
 FA1359'SOUTH OF CENTER BRACE POLE OF FENCE, AND 9.1 FEET EAST-SOUTHEAST OF
 FA1359'WESTERNMOST BRACE POLE.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 1
 FA1359'INCH BELOW THE GROUND.
 FA1359
 FA1359                          STATION RECOVERY (1985)
 FA1359
 FA1359'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FA1359'RECOVERED AS DESCRIBED.  MARK IS NOT 800-FEET SOUTH OF THE AEROQUIP
 FA1359'PLANT AS NOTED IN ORIGINAL TEXT.  MARK IS APPROXIMATELY 600-FEET SOUTH
 FA1359'OF THE AEROQUIP BUILDING.
 FA1359
 FA1359                          STATION RECOVERY (1996)
 FA1359
 FA1359'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1359'RECOVERED IN GOOD CONDITION.
 FA1359
 FA1359                          STATION RECOVERY (2001)
 FA1359
 FA1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA1359'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA1359
 FA1359                          STATION RECOVERY (2004)
 FA1359
 FA1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA1359'MARK NOT FOUND.
 FA1359
 FA1359                          STATION RECOVERY (2005)
 FA1359
 FA1359'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FA1359'MARK NOT FOUND.
 FA1359
 FA1359                          STATION RECOVERY (2006)
 FA1359
 FA1359'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (MDB)
 FA1359'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 FA1359' 
 FA1359'STATION IS LOCATED 7.4 FT (2.3 M) EAST-SOUTHEAST OF A WOODEN
 FA1359'RIGHT-OF-WAY FENCE POST, 82.0 FT (25.0 M) WEST-NORTHWEST OF A POWER
 FA1359'POLE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI7018 ***********************************************************************
 AI7018  DESIGNATION -  AEROSPORT
 AI7018  PID         -  AI7018
 AI7018  STATE/COUNTY-  NC/WAKE
 AI7018  USGS QUAD   -  APEX (1993)
 AI7018
 AI7018                         *CURRENT SURVEY CONTROL
 AI7018  ___________________________________________________________________
 AI7018* NAD 83(2007)-  35 37 55.34552(N)    078 51 12.92368(W)     ADJUSTED  
 AI7018* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 AI7018  ___________________________________________________________________
 AI7018  EPOCH DATE  -        2002.00
 AI7018  X           -   1,003,309.538 (meters)                     COMP
 AI7018  Y           -  -5,092,075.362 (meters)                     COMP
 AI7018  Z           -   3,695,147.229 (meters)                     COMP
 AI7018  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 AI7018  ELLIP HEIGHT-         106.870 (meters)          (02/10/07) ADJUSTED
 AI7018  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 AI7018
 AI7018  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7018  Type    PID    Designation                      North   East  Ellip
 AI7018  -------------------------------------------------------------------
 AI7018  NETWORK AI7018 AEROSPORT                         2.18   2.04   4.47
 AI7018  -------------------------------------------------------------------
 AI7018
 AI7018.The horizontal coordinates were established by GPS observations
 AI7018.and adjusted by the National Geodetic Survey in February 2007.
 AI7018
 AI7018.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7018.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7018.The horizontal coordinates are valid at the epoch date displayed above.
 AI7018.The epoch date for horizontal control is a decimal equivalence
 AI7018.of Year/Month/Day.
 AI7018
 AI7018.The orthometric height was scaled from a topographic map.
 AI7018
 AI7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7018
 AI7018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7018
 AI7018.The ellipsoidal height was determined by GPS observations
 AI7018.and is referenced to NAD 83.
 AI7018
 AI7018.The geoid height was determined by GEOID03.
 AI7018
 AI7018;                    North         East     Units Scale Factor Converg.
 AI7018;SPC NC       -   208,786.474   622,861.741   MT  0.99989455   +0 05 04.2
 AI7018;SPC NC       -   684,993.62  2,043,505.56   sFT  0.99989455   +0 05 04.2
 AI7018;UTM  17      - 3,945,259.096   694,360.226   MT  1.00006553   +1 15 03.0
 AI7018
 AI7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7018!SPC NC       -   0.99998323  x   0.99989455  =   0.99987778
 AI7018!UTM  17      -   0.99998323  x   1.00006553  =   1.00004876
 AI7018
 AI7018                          SUPERSEDED SURVEY CONTROL
 AI7018
 AI7018  NAD 83(2001)-  35 37 55.34567(N)    078 51 12.92380(W) AD(       ) 1
 AI7018  ELLIP H (03/13/03)  106.875  (m)                       GP(       ) 4 2
 AI7018  NAD 83(1986)-  35 37 55.35071(N)    078 51 12.93286(W) AD(       ) 1
 AI7018
 AI7018.Superseded values are not recommended for survey control.
 AI7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7018.See file dsdata.txt to determine how the superseded data were derived.
 AI7018
 AI7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9436045259(NAD 83)
 AI7018_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7018_STAMPING: AEROSPORT
 AI7018_MARK LOGO: NCGS  
 AI7018_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7018+STABILITY: SURFACE MOTION
 AI7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7018+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 AI7018
 AI7018  HISTORY     - Date     Condition        Report By
 AI7018  HISTORY     - 1989     MONUMENTED       NCGS
 AI7018  HISTORY     - 19891001 GOOD             NCGS
 AI7018  HISTORY     - 20060102 GOOD             GEOCAC
 AI7018
 AI7018                          STATION DESCRIPTION
 AI7018
 AI7018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI7018'STATION IS LOCATED APPROXIMATELY 1.65 MI (2.66 KM) SOUTH-SOUTHWEST OF
 AI7018'HOLLY SPRINGS.
 AI7018'ALONG SR 1115 (AVENT FERRY RD) FOR 1.65 MI (2.66 KM) SOUTH FROM THE
 AI7018'POST OFFICE IN HOLLY SPRINGS TO THE AEROSPORT LTD AIR STRIP AND
 AI7018'STATION AT SOUTH END OF RUNWAY.
 AI7018'MARK IS LEVEL WITH THE RUNWAY AND IS FLUSH WITH THE GROUND.  LOCATED
 AI7018'44.4 FT (13.5 M) NORTH OF THE CENTERLINE OF SR 1115, 124.0 FT (37.8 M)
 AI7018'SOUTHWEST OF THE CENTERLINE OF DIRT ROAD---AND 139.5 FT (42.5 M) WEST
 AI7018'OF NORTHERNMOST SIGN POST, 144.5 FT (44.0 M) SOUTHEAST OF WOODEN
 AI7018'POST---BOTH WITH REFERENCE TAGS.
 AI7018'NOTE MARK WAS RECOVERED BY NCGS 8/12/99 FOUND WITH STEM ONLY REMAINING
 AI7018'DISK HAD BEEN SHATTERED.
 AI7018
 AI7018                          STATION RECOVERY (1989)
 AI7018
 AI7018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (WEB)
 AI7018'STATION IS LOCATED APPROXIMATELY 1.65 MI (2.66 KM) SOUTH-SOUTHWEST OF
 AI7018'HOLLY SPRINGS. ALONG SR 1115 (AVENT FERRY RD) FOR 1.65 MI (2.66 KM)
 AI7018'SOUTH FROM THE POST OFFICE IN HOLLY SPRINGS TO THE AEROSPORT LTD AIR
 AI7018'STRIP AND STATION AT SOUTH END OF RUNWAY. MARK IS LEVEL WITH THE
 AI7018'RUNWAY AND IS FLUSH WITH THE GROUND.  LOCATED 44.4 FT (13.5 M) NORTH
 AI7018'OF THE CENTERLINE OF SR 1115, 124.0 FT (37.8 M) SOUTHWEST OF THE
 AI7018'CENTERLINE OF DIRT ROAD---AND 139.5 FT (42.5 M) WEST OF NORTHERNMOST
 AI7018'SIGN POST, 144.5 FT (44.0 M) SOUTHEAST OF WOODEN POST---BOTH WITH
 AI7018'REFERENCE TAGS. NOTE MARK WAS RECOVERED BY NCGS 8/12/99 FOUND WITH
 AI7018'STEM ONLY REMAINING DISK HAD BEEN SHATTERED.
 AI7018
 AI7018                          STATION RECOVERY (2006)
 AI7018
 AI7018'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI7018'RECOVERED AS DESCRIBED, WITH THE DISK MISSING. THE LTD AIRSTRIP IS
 AI7018'ABANDONED, BUT THE REFERENCED DIRT ROAD REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6527 ***********************************************************************
 EZ6527  DESIGNATION -  AEROTRON
 EZ6527  PID         -  EZ6527
 EZ6527  STATE/COUNTY-  NC/WAKE
 EZ6527  USGS QUAD   -  RALEIGH EAST (1993)
 EZ6527
 EZ6527                         *CURRENT SURVEY CONTROL
 EZ6527  ___________________________________________________________________
 EZ6527* NAD 83(2001)-  35 51 12.95807(N)    078 34 52.47512(W)     ADJUSTED  
 EZ6527* NAVD 88     -       103.368  (meters)     339.13   (feet)  ADJUSTED  
 EZ6527  ___________________________________________________________________
 EZ6527  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 EZ6527  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EZ6527  DYNAMIC HT  -         103.280 (meters)     338.84  (feet)  COMP
 EZ6527  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 EZ6527
 EZ6527  HORZ ORDER  -  SECOND
 EZ6527  VERT ORDER  -  SECOND    CLASS II
 EZ6527
 EZ6527.The horizontal coordinates were established by classical geodetic methods
 EZ6527.and adjusted by the National Geodetic Survey in August 2005.
 EZ6527
 EZ6527.The orthometric height was determined by differential leveling
 EZ6527.and adjusted in September 1998.
 EZ6527
 EZ6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6527
 EZ6527.The geoid height was determined by GEOID03.
 EZ6527
 EZ6527.The dynamic height is computed by dividing the NAVD 88
 EZ6527.geopotential number by the normal gravity value computed on the
 EZ6527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6527.degrees latitude (g = 980.6199 gals.).
 EZ6527
 EZ6527.The modeled gravity was interpolated from observed gravity values.
 EZ6527
 EZ6527;                    North         East     Units Scale Factor Converg.
 EZ6527;SPC NC       -   233,437.171   647,424.700   MT  0.99992765   +0 14 30.1
 EZ6527;SPC NC       -   765,868.45  2,124,092.54   sFT  0.99992765   +0 14 30.1
 EZ6527;UTM  17      - 3,970,411.968   718,419.555   MT  1.00018790   +1 25 02.2
 EZ6527
 EZ6527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6527!SPC NC       -   0.99998895  x   0.99992765  =   0.99991660
 EZ6527!UTM  17      -   0.99998895  x   1.00018790  =   1.00017685
 EZ6527
 EZ6527                          SUPERSEDED SURVEY CONTROL
 EZ6527
 EZ6527  NAD 83(1986)-  35 51 12.96176(N)    078 34 52.48262(W) AD(       ) 2
 EZ6527  NGVD 29 (12/28/92)  103.64   (m)          340.0    (f) LEVELING    3  
 EZ6527
 EZ6527.Superseded values are not recommended for survey control.
 EZ6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6527.See file dsdata.txt to determine how the superseded data were derived.
 EZ6527
 EZ6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1842070412(NAD 83)
 EZ6527_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6527_STAMPING: AEROTRON 1984
 EZ6527_MARK LOGO: NCGS  
 EZ6527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6527+STABILITY: SURFACE MOTION
 EZ6527
 EZ6527  HISTORY     - Date     Condition        Report By
 EZ6527  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6527  HISTORY     - 19870101 GOOD             NCGS
 EZ6527  HISTORY     - 19871001 GOOD             NCGS
 EZ6527  HISTORY     - 19990608 SEE DESCRIPTION  NCGS
 EZ6527
 EZ6527                          STATION DESCRIPTION
 EZ6527
 EZ6527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6527'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MIZ) NORTHEAST OF RALEIGH
 EZ6527'AND 15.0 KM (9.3 MI) SOUTH-SOUTHWEST OF WAKE FOREST.
 EZ6527'
 EZ6527'ALONG US 1 FOR 0.4 KM (0.25 MI) NORTH FROM MILLBROOK ROAD, OR 0.15
 EZ6527'KM (0.1 MI) SOUTH FROM SPRING FOREST ROAD, AND ON THE PROLONGATION
 EZ6527'OF THE NORTH SIDE OF AEROTRON PLANT.
 EZ6527'
 EZ6527'THE STATION IS A STANDARD NCGS DISK STAMPED---AEROTRON 1984---,
 EZ6527'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6527'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 EZ6527'10.7 METERS (35.2 FT) WEST OF THE WEST EDGE OF THE CURB OF THE
 EZ6527'SOUTHBOUND LANES,
 EZ6527'14.3 METERS (46.8 FT) NORTHWEST OF A METAL STORM DRAIN COVER,
 EZ6527'6.6 METERS (21.5 FT) NORTH-NORTHWEST OF A MANHOLE COVER ON A BANK,
 EZ6527'6.5 METERS (21.4 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL,
 EZ6527'5.5 METERS (18.0 FT) SOUTHEAST OF A GAS LINE WARNING POST, AND
 EZ6527'25.2 METERS (82.6 FT) EAST OF THE NORTHEAST CORNER OF AEROTRON
 EZ6527'BUILDING.
 EZ6527'
 EZ6527'MARK IS 10 FT ABOVE HIGHWAY.
 EZ6527
 EZ6527                          STATION RECOVERY (1987)
 EZ6527
 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6527'RECOVERED AS DESCRIBED.
 EZ6527
 EZ6527                          STATION RECOVERY (1987)
 EZ6527
 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6527'RECOVERED AS DESCRIBED.
 EZ6527
 EZ6527                          STATION RECOVERY (1999)
 EZ6527
 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EZ6527'STATION NOT FOUND. THE AEROTRON BUILDING IS GONE AND THE BANK HAS BEEN
 EZ6527'GRADED. BELIEVED LOST TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3845 ***********************************************************************
 AI3845  DESIGNATION -  AFAR
 AI3845  PID         -  AI3845
 AI3845  STATE/COUNTY-  NC/GRANVILLE
 AI3845  USGS QUAD   -  SATTERWHITE (1981)
 AI3845
 AI3845                         *CURRENT SURVEY CONTROL
 AI3845  ___________________________________________________________________
 AI3845* NAD 83(2001)-  36 22 52.37022(N)    078 40 31.79452(W)     ADJUSTED  
 AI3845* NAVD 88     -       187.5    (meters)     615.     (feet)  VERTCON   
 AI3845  ___________________________________________________________________
 AI3845  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 AI3845  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 AI3845  HORZ ORDER  -  SECOND
 AI3845
 AI3845.The horizontal coordinates were established by classical geodetic methods
 AI3845.and adjusted by the National Geodetic Survey in August 2005.
 AI3845
 AI3845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3845
 AI3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3845
 AI3845.The geoid height was determined by GEOID03.
 AI3845
 AI3845;                    North         East     Units Scale Factor Converg.
 AI3845;SPC NC       -   291,949.139   638,719.910   MT  1.00006695   +0 11 14.3
 AI3845;SPC NC       -   957,836.47  2,095,533.57   sFT  1.00006695   +0 11 14.3
 AI3845;UTM  17      - 4,028,741.586   708,505.970   MT  1.00013567   +1 22 45.4
 AI3845
 AI3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3845!SPC NC       -   0.99997551  x   1.00006695  =   1.00004246
 AI3845!UTM  17      -   0.99997551  x   1.00013567  =   1.00011117
 AI3845
 AI3845:                Primary Azimuth Mark                     Grid Az
 AI3845:SPC NC       -  OXFORD STATE PATROL RAD TOWER            144 37 58.9
 AI3845:UTM  17      -  OXFORD STATE PATROL RAD TOWER            143 26 27.8
 AI3845
 AI3845|---------------------------------------------------------------------|
 AI3845| PID    Reference Object                     Distance      Geod. Az  |
 AI3845|                                                           dddmmss.s |
 AI3845| AI3857 OXFORD STATE PATROL RAD TOWER                      1444913.2 |
 AI3845|---------------------------------------------------------------------|
 AI3845
 AI3845                          SUPERSEDED SURVEY CONTROL
 AI3845
 AI3845  NAD 83(1986)-  36 22 52.37922(N)    078 40 31.79510(W) AD(       ) 2
 AI3845  NGVD 29 (03/10/00)  187.8    (m)          616.     (f) VERT ANG    3  
 AI3845
 AI3845.Superseded values are not recommended for survey control.
 AI3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3845.See file dsdata.txt to determine how the superseded data were derived.
 AI3845
 AI3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0850628742(NAD 83)
 AI3845_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3845_STAMPING: AFAR 1984
 AI3845_MARK LOGO: NCGS  
 AI3845_PROJECTION: FLUSH
 AI3845_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3845+STABILITY: SURFACE MOTION
 AI3845
 AI3845  HISTORY     - Date     Condition        Report By
 AI3845  HISTORY     - 1984     MONUMENTED       NCGS
 AI3845
 AI3845                          STATION DESCRIPTION
 AI3845
 AI3845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3845'STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) NORTHWEST OF OXFORD AND 12.1
 AI3845'KM (7.50 MI) WEST-SOUTHWEST OF STOVALL. PROCEED ALONG NC 96, 10.6 KM
 AI3845'(6.6 MI) NORTHWEST OF THE INTERSECTION WITH US 15 (IN OXFORD), TO THE
 AI3845'SR 1317 AND SR 1457 CROSSROADS, THENCE 0.6 KM (0.35 MI) WEST ALONG SR
 AI3845'1317 TO THE INTERSECTION WITH SR 1333, THENCE 1.0 KM (0.6 MI) SOUTH
 AI3845'ALONG SR 1333 TO ELECTRIC TRANSMISSION LINE, THENCE 0.2 KM (0.15 MI)
 AI3845'WEST ALONG TRANSMISSION LINE TO MARK ON THE NORTH SIDE OF POWER LINE.
 AI3845'STATION IS A STANDARD NCGS DISK STAMPED---AFAR 1984---, SET INTO THE
 AI3845'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.
 AI3845'LOCATED 9.9 METERS (32.5 FT) NORTH-NORTHEAST OF THE CENTER WIRE OF THE
 AI3845'POWER LINE, 3.1 METERS (10.2 FT) SOUTHWEST OF A WITNESS POST--AND 34.5
 AI3845'METERS (113.1 FT) WEST-NORTHWEST OF THE NORTH POWER POLE (173), 35.8
 AI3845'METERS (117.5 FT) NORTHWEST OF THE SOUTH POWER POLE (173), 72.9 METERS
 AI3845'(239.1 FT) EAST-SOUTHEAST OF THE NORTH POWER POLE (172), AND 73.5
 AI3845'METERS (241.2 FT) EAST OF THE SOUTH POWER POLE (172)--ALL FOUR WITH
 AI3845'REFERENCE TAGS. MARK IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3901 ***********************************************************************
 EZ3901  DESIGNATION -  AFFIE
 EZ3901  PID         -  EZ3901
 EZ3901  STATE/COUNTY-  NC/RANDOLPH
 EZ3901  USGS QUAD   -  RAMSEUR (1980)
 EZ3901
 EZ3901                         *CURRENT SURVEY CONTROL
 EZ3901  ___________________________________________________________________
 EZ3901* NAD 83(2001)-  35 38 48.73690(N)    079 43 44.29054(W)     ADJUSTED  
 EZ3901* NAVD 88     -       174.2    (meters)     572.     (feet)  VERTCON   
 EZ3901  ___________________________________________________________________
 EZ3901  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EZ3901  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 EZ3901  HORZ ORDER  -  SECOND
 EZ3901
 EZ3901.The horizontal coordinates were established by classical geodetic methods
 EZ3901.and adjusted by the National Geodetic Survey in August 2005.
 EZ3901
 EZ3901.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3901
 EZ3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3901
 EZ3901.The geoid height was determined by GEOID03.
 EZ3901
 EZ3901;                    North         East     Units Scale Factor Converg.
 EZ3901;SPC NC       -   210,664.420   543,590.303   MT  0.99989630   -0 25 14.7
 EZ3901;SPC NC       -   691,154.85  1,783,429.19   sFT  0.99989630   -0 25 14.7
 EZ3901;UTM  17      - 3,945,526.362   615,066.527   MT  0.99976316   +0 44 27.0
 EZ3901
 EZ3901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3901!SPC NC       -   0.99997744  x   0.99989630  =   0.99987374
 EZ3901!UTM  17      -   0.99997744  x   0.99976316  =   0.99974060
 EZ3901
 EZ3901:                Primary Azimuth Mark                     Grid Az
 EZ3901:SPC NC       -  LESPIE                                   112 20 31.1
 EZ3901:UTM  17      -  LESPIE                                   111 10 49.4
 EZ3901
 EZ3901|---------------------------------------------------------------------|
 EZ3901| PID    Reference Object                     Distance      Geod. Az  |
 EZ3901|                                                           dddmmss.s |
 EZ3901| EZ3900 LESPIE                              APPROX. 0.8 KM 1115516.4 |
 EZ3901| EZ3902 CRAVEN                              198.403 METERS 30929     |
 EZ3901|---------------------------------------------------------------------|
 EZ3901
 EZ3901                          SUPERSEDED SURVEY CONTROL
 EZ3901
 EZ3901  NAD 83(1986)-  35 38 48.74178(N)    079 43 44.29835(W) AD(       ) 2
 EZ3901  NAD 27      -  35 38 48.25052(N)    079 43 45.19663(W) AD(       ) 2
 EZ3901  NGVD 29 (07/19/86)  174.4    (m)          572.     (f) VERT ANG    3  
 EZ3901
 EZ3901.Superseded values are not recommended for survey control.
 EZ3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3901.See file dsdata.txt to determine how the superseded data were derived.
 EZ3901
 EZ3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1506745526(NAD 83)
 EZ3901_MARKER: DE = TRAVERSE STATION DISK
 EZ3901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3901_STAMPING: AFFIE 1975
 EZ3901_MARK LOGO: NCGS  
 EZ3901_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3901+STABILITY: SURFACE MOTION
 EZ3901
 EZ3901  HISTORY     - Date     Condition        Report By
 EZ3901  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3901  HISTORY     - 19881228 GOOD             NCGS
 EZ3901
 EZ3901                          STATION DESCRIPTION
 EZ3901
 EZ3901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3901'AFFIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3901'THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3901'
 EZ3901'AFFIE IS LOCATED APPROXIMATELY 6.4 MILES WEST OF COLERIDGE AND
 EZ3901'6.4 MILES SOUTHEAST OF ASHEBORO.  TO REACH STATION FROM THE
 EZ3901'INTERSECTION OF NC 42 WITH SR 2911 AND SR 2611 CROSSROADS IN
 EZ3901'GRANTVILLE COMMUNITY, PROCEED WEST ALONG NC 42 FOR 1.0 MILE TO
 EZ3901'STATION ON THE LEFT, IN SOUTHEAST EDGE OF THE YARD OF AFFIE
 EZ3901'THOMPSON RESIDENCE, AND 0.45 MILE NORTHWEST OF NC 42 BRIDGE OVER
 EZ3901'SQUIRREL CREEK.
 EZ3901'
 EZ3901'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3901'AFFIE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3901'WHICH IS 1 INCH BELOW THE GROUND AND ABOUT 1 FOOT LOWER THAN
 EZ3901'HIGHWAY LEVEL.
 EZ3901'
 EZ3901'MARK IS 28.2 FT SW OF C/L OF NC 42
 EZ3901'
 EZ3901'26.9 FT WNW OF C/L OF DRIVEWAY TO RESIDENCE
 EZ3901'
 EZ3901'74.5 FT NE OF SE CORNER OF RESIDENCE
 EZ3901'
 EZ3901'22.4 FT ENE OF 16 INCH OAK WITH ALUMINUM REF. TAG
 EZ3901'
 EZ3901'58.6 FT ESE OF 14 INCH LONG LEAF PINE WITH ALUMINUM REF. TAG
 EZ3901'
 EZ3901'68.0 FT N OF 14 INCH POPLAR WITH ALUMINUM REF. TAG
 EZ3901
 EZ3901                          STATION RECOVERY (1988)
 EZ3901
 EZ3901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ3901'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  OAK AND LONGLEAF
 EZ3901'PINE TREES NO LONGER EXIST.  LOCATED 119.5 FEET (36.4 M)
 EZ3901'EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1752 ***********************************************************************
 AI1752  DESIGNATION -  AFRICA
 AI1752  PID         -  AI1752
 AI1752  STATE/COUNTY-  NC/RANDOLPH
 AI1752  USGS QUAD   -  SEAGROVE (1994)
 AI1752
 AI1752                         *CURRENT SURVEY CONTROL
 AI1752  ___________________________________________________________________
 AI1752* NAD 83(2007)-  35 37 15.60749(N)    079 45 24.22050(W)     ADJUSTED  
 AI1752* NAVD 88     -       200.8    (meters)     659.     (feet)  GPS OBS   
 AI1752  ___________________________________________________________________
 AI1752  EPOCH DATE  -        2002.00
 AI1752  X           -     923,059.243 (meters)                     COMP
 AI1752  Y           -  -5,108,009.838 (meters)                     COMP
 AI1752  Z           -   3,694,188.682 (meters)                     COMP
 AI1752  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AI1752  ELLIP HEIGHT-         170.341 (meters)          (02/10/07) ADJUSTED
 AI1752  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AI1752
 AI1752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1752  Type    PID    Designation                      North   East  Ellip
 AI1752  -------------------------------------------------------------------
 AI1752  NETWORK AI1752 AFRICA                            0.73   0.69   1.39
 AI1752  -------------------------------------------------------------------
 AI1752
 AI1752.The horizontal coordinates were established by GPS observations
 AI1752.and adjusted by the National Geodetic Survey in February 2007.
 AI1752
 AI1752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1752.The horizontal coordinates are valid at the epoch date displayed above.
 AI1752.The epoch date for horizontal control is a decimal equivalence
 AI1752.of Year/Month/Day.
 AI1752
 AI1752.The orthometric height was determined by GPS observations and a
 AI1752.high-resolution geoid model.
 AI1752
 AI1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1752
 AI1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1752
 AI1752.The ellipsoidal height was determined by GPS observations
 AI1752.and is referenced to NAD 83.
 AI1752
 AI1752.The geoid height was determined by GEOID03.
 AI1752
 AI1752;                    North         East     Units Scale Factor Converg.
 AI1752;SPC NC       -   207,813.361   541,054.854   MT  0.99989329   -0 26 12.3
 AI1752;SPC NC       -   681,801.00  1,775,110.80   sFT  0.99989329   -0 26 12.3
 AI1752;UTM  17      - 3,942,624.896   612,589.714   MT  0.99975621   +0 43 27.1
 AI1752
 AI1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1752!SPC NC       -   0.99997326  x   0.99989329  =   0.99986656
 AI1752!UTM  17      -   0.99997326  x   0.99975621  =   0.99972948
 AI1752
 AI1752                          SUPERSEDED SURVEY CONTROL
 AI1752
 AI1752  NAD 83(2001)-  35 37 15.60762(N)    079 45 24.22066(W) AD(       ) 1
 AI1752  ELLIP H (03/13/03)  170.350  (m)                       GP(       ) 4 2
 AI1752  NAD 83(1986)-  35 37 15.61457(N)    079 45 24.23031(W) AD(       ) 1
 AI1752
 AI1752.Superseded values are not recommended for survey control.
 AI1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1752.See file dsdata.txt to determine how the superseded data were derived.
 AI1752
 AI1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1259042625(NAD 83)
 AI1752_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1752_STAMPING: AFRICA 1989
 AI1752_MARK LOGO: NCGS  
 AI1752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1752+STABILITY: SURFACE MOTION
 AI1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1752+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1752
 AI1752  HISTORY     - Date     Condition        Report By
 AI1752  HISTORY     - 1989     MONUMENTED       NCGS
 AI1752
 AI1752                          STATION DESCRIPTION
 AI1752
 AI1752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1752'STATION IS LOCATED APPROXIMATELY 9.1 KM (5.65 MI) NORTH-NORTHEAST OF
 AI1752'SEAGROVE AND 10.9 KM (6.75 MI) SOUTH-SOUTHEAST OF ASHEBORO, AT THE NC
 AI1752'ZOOLOGICAL PARK, IN THE PARKING AREA FOR THE AFRICA CONTINENT EXHIBIT,
 AI1752'AND IN GRASS STRIP BETWEEN PAVED PARKING LOT 2 AND 3. MARK IS LEVEL
 AI1752'WITH PARKING LOT 3 AND IS FLUSH WITH GROUND. LOCATED 48.32 M (158.53
 AI1752'FT) SOUTHWEST OF A METAL DRAIN COVER, 79.50 M (260.83 FT)
 AI1752'EAST-NORTHEAST OF ANOTHER METAL DRAIN COVER, 1.05 M (3.44 FT)
 AI1752'SOUTHEAST OF SOUTHEAST EDGE OF PAVEMENT ON LOT 3 AND 5.74 M (18.83 FT)
 AI1752'NORTHWEST OF 6-INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1753 ***********************************************************************
 AI1753  DESIGNATION -  AFRICA AZ MK
 AI1753  PID         -  AI1753
 AI1753  STATE/COUNTY-  NC/RANDOLPH
 AI1753  USGS QUAD   -  SEAGROVE (1994)
 AI1753
 AI1753                         *CURRENT SURVEY CONTROL
 AI1753  ___________________________________________________________________
 AI1753* NAD 83(2001)-  35 37 17.17012(N)    079 45 06.46026(W)     ADJUSTED  
 AI1753* NAVD 88     -       194.1    (meters)     637.     (feet)  VERT ANG  
 AI1753  ___________________________________________________________________
 AI1753  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AI1753  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AI1753  HORZ ORDER  -  SECOND
 AI1753
 AI1753.The horizontal coordinates were established by classical geodetic methods
 AI1753.and adjusted by the National Geodetic Survey in August 2005.
 AI1753
 AI1753.The orthometric height was determined by vertical angle observations.
 AI1753
 AI1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1753
 AI1753.The geoid height was determined by GEOID03.
 AI1753
 AI1753;                    North         East     Units Scale Factor Converg.
 AI1753;SPC NC       -   207,858.119   541,502.090   MT  0.99989334   -0 26 02.1
 AI1753;SPC NC       -   681,947.85  1,776,578.11   sFT  0.99989334   -0 26 02.1
 AI1753;UTM  17      - 3,942,678.700   613,035.891   MT  0.99975745   +0 43 37.4
 AI1753
 AI1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1753!SPC NC       -   0.99997430  x   0.99989334  =   0.99986765
 AI1753!UTM  17      -   0.99997430  x   0.99975745  =   0.99973176
 AI1753
 AI1753                          SUPERSEDED SURVEY CONTROL
 AI1753
 AI1753  NAD 83(1986)-  35 37 17.17707(N)    079 45 06.46991(W) AD(       ) 2
 AI1753
 AI1753.Superseded values are not recommended for survey control.
 AI1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1753.See file dsdata.txt to determine how the superseded data were derived.
 AI1753
 AI1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1303642679(NAD 83)
 AI1753_MARKER: DZ = AZIMUTH MARK DISK
 AI1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1753_STAMPING: AFRICA 1989
 AI1753_MARK LOGO: NCGS  
 AI1753_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1753+STABILITY: SURFACE MOTION
 AI1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1753+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1753
 AI1753  HISTORY     - Date     Condition        Report By
 AI1753  HISTORY     - 1989     MONUMENTED       NCGS
 AI1753
 AI1753                          STATION DESCRIPTION
 AI1753
 AI1753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1753'STATION IS LOCATED APPROXIMATELY 9.2 KM (5.70 MI) NORTH-NORTHEAST OF
 AI1753'SEAGROVE AND 11.1 KM (6.90 MI) SOUTH-SOUTHEAST OF ASHEBORO, IN THE
 AI1753'N.C. ZOOLOGICAL PARK PICNIC AREA FOR AFRICA CONTINENT. PROCEED ALONG
 AI1753'SR 2833 (PANTHER CREEK ROAD) FOR 0.6 KM (0.35 MI) EAST FROM SR 2834
 AI1753'(OLD COX ROAD) TO ZOO SERVICE ROAD, THENCE 0.5 KM (0.30 MI) NORTH
 AI1753'ALONG SERVICE ROAD TO CIRCULAR GRAVEL DRIVE FOR PICNIC AREA AND
 AI1753'STATION WEST OF A ROW OF EVERGREEN BUSHES. MARK IS 5 FEET (1.5 M)
 AI1753'ABOVE ROAD AND IS FLUSH WITH GROUND. LOCATED 26.30 M (86.29 FT) WEST
 AI1753'OF THE CENTERLINE OF ROAD, 45.48 M (149.21 FT) SOUTH-SOUTHWEST OF
 AI1753'ELECTRIC METER BOX, 74.30 M (243.77 FT) NORTH-NORTHWEST OF NORTH END
 AI1753'OF PARKING LOT ENTRANCE DRIVE CULVERT AND 9.00 M (29.53 FT)
 AI1753'EAST-SOUTHEAST OF SOUTHEAST MOST 36-INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2527 ***********************************************************************
 FY2527  DESIGNATION -  AFTON
 FY2527  PID         -  FY2527
 FY2527  STATE/COUNTY-  NC/WARREN
 FY2527  USGS QUAD   -  AFTON (1971)
 FY2527
 FY2527                         *CURRENT SURVEY CONTROL
 FY2527  ___________________________________________________________________
 FY2527* NAD 83(2001)-  36 20 44.30656(N)    078 12 54.20038(W)     ADJUSTED  
 FY2527* NAVD 88     -       136.4    (meters)     448.     (feet)  VERTCON   
 FY2527  ___________________________________________________________________
 FY2527  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY2527  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FY2527  HORZ ORDER  -  SECOND
 FY2527
 FY2527.The horizontal coordinates were established by classical geodetic methods
 FY2527.and adjusted by the National Geodetic Survey in August 2005.
 FY2527
 FY2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2527
 FY2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2527
 FY2527.The geoid height was determined by GEOID03.
 FY2527
 FY2527;                    North         East     Units Scale Factor Converg.
 FY2527;SPC NC       -   288,232.491   680,067.707   MT  1.00005487   +0 27 11.0
 FY2527;SPC NC       -   945,642.76  2,231,188.80   sFT  1.00005487   +0 27 11.0
 FY2527;UTM  17      - 4,025,887.662   749,930.090   MT  1.00036970   +1 39 04.9
 FY2527
 FY2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2527!SPC NC       -   0.99998381  x   1.00005487  =   1.00003868
 FY2527!UTM  17      -   0.99998381  x   1.00036970  =   1.00035351
 FY2527
 FY2527:                Primary Azimuth Mark                     Grid Az
 FY2527:SPC NC       -  POSTED                                   007 18 31.1
 FY2527:UTM  17      -  POSTED                                   006 06 37.2
 FY2527
 FY2527|---------------------------------------------------------------------|
 FY2527| PID    Reference Object                     Distance      Geod. Az  |
 FY2527|                                                           dddmmss.s |
 FY2527| FY2537 POSTED                              APPROX. 1.5 KM 0074542.1 |
 FY2527| FY3785 FULLER                               95.071 METERS 01843     |
 FY2527| FY3967 AFTON RM 1                           34.839 METERS 09057     |
 FY2527| FY3966 AFTON AZ MK                                        1924950.5 |
 FY2527| FY3800 AFTON RM 2                           30.587 METERS 19757     |
 FY2527|---------------------------------------------------------------------|
 FY2527
 FY2527                          SUPERSEDED SURVEY CONTROL
 FY2527
 FY2527  NAD 83(1993)-  36 20 44.30802(N)    078 12 54.20213(W) AD(       ) 2
 FY2527  NAD 83(1986)-  36 20 44.30498(N)    078 12 54.21161(W) AD(       ) 2
 FY2527  NAD 27      -  36 20 43.77690(N)    078 12 55.23714(W) AD(       ) 2
 FY2527  NGVD 29 (07/19/86)  136.7    (m)          448.     (f) VERT ANG    3  
 FY2527
 FY2527.Superseded values are not recommended for survey control.
 FY2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2527.See file dsdata.txt to determine how the superseded data were derived.
 FY2527
 FY2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4993025888(NAD 83)
 FY2527_MARKER: DE = TRAVERSE STATION DISK
 FY2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2527_SP_SET: SQUARE CONCRETE MONUMENT
 FY2527_STAMPING: AFTON 1969
 FY2527_MARK LOGO: NGS   
 FY2527_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2527+STABILITY: SURFACE MOTION
 FY2527
 FY2527  HISTORY     - Date     Condition        Report By
 FY2527  HISTORY     - 1969     MONUMENTED       CGS
 FY2527  HISTORY     - 1969     GOOD             CGS
 FY2527  HISTORY     - 1976     GOOD             NCGS
 FY2527  HISTORY     - 19840101 GOOD             NCGS
 FY2527  HISTORY     - 19840101 GOOD             NCGS
 FY2527  HISTORY     - 1985     GOOD             USPSQD
 FY2527  HISTORY     - 1987     GOOD             USPSQD
 FY2527
 FY2527                          STATION DESCRIPTION
 FY2527
 FY2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2527'THE STATION IS ABOUT 11 MILES EAST OF HENDERSON, 5 MILES
 FY2527'SOUTHWEST OF WARRENTON AND 1/2 MILE NORTH OF THE VILLAGE OF
 FY2527'AFTON, ON PROPERTY OWNED BY LEWIS W. FULLER.
 FY2527'
 FY2527'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401,
 FY2527'158 AND STATE HIGHWAY 58 AT THE NORTHEAST CORNER OF THE COURT
 FY2527'HOUSE SQUARE IN WARRENTON, GO SOUTHWESTERLY ON HIGHWAY 401 FOR
 FY2527'5.2 MILES TO THE TOP OF A GRADE, SOME FARM BUILDINGS AND THE
 FY2527'STATION ON THE RIGHT, JUST BEFORE REACHING A REVERSE FORK ON
 FY2527'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 FY2527'SOUTHERLY ON THE HIGHWAY FOR 0.4 MILE TO THE MARK ON THE RIGHT
 FY2527'ABOUT 35 YARDS SOUTH OF A SERVICE STATION.
 FY2527'
 FY2527'STATION MARK IS A STANDARD DISK, STAMPED AFTON 1968, SET IN
 FY2527'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 FY2527'IS FLUSH WITH THE GROUND SURFACE.  IT IS 56.0 FEET WEST OF THE
 FY2527'CENTERLINE OF U.S. HIGHWAY 401, 46.0 FEET EAST OF THE
 FY2527'CENTERLINE OF A PAVED ROAD, 33.0 FEET SOUTH OF THE SOUTHWEST
 FY2527'CORNER OF A SMALL BUILDING, 21.4 FEET EAST OF AN IMPLEMENT SHED
 FY2527'AND 20.0 FEET WEST-NORTHWEST OF A TREE.  THE UNDERGROUND MARK
 FY2527'IS 40 INCHES BELOW THE SURFACE OF THE GROUND.
 FY2527'
 FY2527'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AFTON NO 1 1968,
 FY2527'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FY2527'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 55.5 FEET
 FY2527'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 38.0 FEET
 FY2527'EAST OF THE CENTERLINE OF U.S. HIGHWAY 401, 3.0 FEET WEST OF
 FY2527'A WITNESS POST, 2.4 FEET EAST-SOUTHEAST OF A FENCE CORNER POST
 FY2527'AND ABOUT THE SAME ELEVATION AS THE STATION.
 FY2527'
 FY2527'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AFTON NO 2 1968,
 FY2527'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FY2527'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 82.5 FEET SOUTH
 FY2527'OF THE SOUTHEAST CORNER OF THE IMPLEMENT SHED, 78.0 FEET EAST
 FY2527'OF THE CENTERLINE OF THE PAVED ROAD, 31.0 FEET WEST OF THE
 FY2527'CENTERLINE OF U.S. HIGHWAY 401, 2.6 FEET NORTH OF A TELEPHONE
 FY2527'JUNCTION BOX AND ABOUT THE SAME ELEVATION AS THE STATION.
 FY2527'
 FY2527'AZIMUTH MARK IS A STANDARD DISK, STAMPED AFTON 1968, SET IN THE
 FY2527'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 FY2527'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 103.0 FEET SOUTHEAST
 FY2527'OF THE SOUTHEAST CORNER OF THE SERVICE STATION, 37.0 FEET SOUTH
 FY2527'OF THE CENTERLINE OF A DRIVEWAY, 30.0 FEET WEST OF THE
 FY2527'CENTERLINE OF U.S. HIGHWAY 401 AND 3.0 FEET NORTH OF A WITNESS
 FY2527'POST.
 FY2527'
 FY2527'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 FY2527'TO OBSTRUCTIONS.
 FY2527
 FY2527                          STATION RECOVERY (1969)
 FY2527
 FY2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FY2527'RECOVERED IN GOOD CONDITION.
 FY2527
 FY2527                          STATION RECOVERY (1976)
 FY2527
 FY2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY2527'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM 1, AND RM 2 WERE
 FY2527'RECOVERED IN GOOD CONDITION.  AZ MK SEARCHED FOR BUT NOT FOUND.  MARK
 FY2527'IS PROBABLY LOST DUE TO DITCH BANK BEING CUT DOWN.
 FY2527'
 FY2527'REFERENCE CHANGES ARE AS FOLLOWS - 55.8 FEET NORTHWEST OF THE
 FY2527'CENTERLINE OF US 401, 92.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SR
 FY2527'1116, 24.8 FEET SOUTH-SOUTHEAST OF TOBACCO BARN IMPLEMENT SHED SUPPORT
 FY2527'POST WITH ALUMINUM TAG, 37.2 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 FY2527'SOUTHEASTERNMOST TOBACCO BARN, AND 19.0 FEET NORTH-NORTHWEST OF 12
 FY2527'INCH ELM WITH ALUMINUM TAG.
 FY2527
 FY2527                          STATION RECOVERY (1984)
 FY2527
 FY2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FY2527'THE MARK AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 FY2527'THE AZIMUTH IS DESTROYED.
 FY2527
 FY2527                          STATION RECOVERY (1984)
 FY2527
 FY2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 FY2527'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 FY2527'DESCRIBED.  THE AZIMUTH MARK HAS BEEN DESTROYED.  NCGS STATIONS POSTED
 FY2527'AND PAYNTER CAN SERVE AS AZIMUTH MARKS TO THE STATION. NEITHER THE
 FY2527'STATION OR THE RMS ARE BENCH MARKS.
 FY2527
 FY2527                          STATION RECOVERY (1985)
 FY2527
 FY2527'RECOVERY NOTE BY US POWER SQUADRON 1985 (RCA)
 FY2527'RECOVERED IN GOOD CONDITION.
 FY2527
 FY2527                          STATION RECOVERY (1987)
 FY2527
 FY2527'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEB)
 FY2527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3800 ***********************************************************************
 FY3800  DESIGNATION -  AFTON RM 2
 FY3800  PID         -  FY3800
 FY3800  STATE/COUNTY-  NC/WARREN
 FY3800  USGS QUAD   -  AFTON (1971)
 FY3800
 FY3800                         *CURRENT SURVEY CONTROL
 FY3800  ___________________________________________________________________
 FY3800* NAD 83(2007)-  36 20 43.36137(N)    078 12 54.57853(W)     ADJUSTED  
 FY3800* NAVD 88     -       135.58   (+/-2cm)     444.8    (feet)  VERTCON   
 FY3800  ___________________________________________________________________
 FY3800  EPOCH DATE  -        2002.00
 FY3800  X           -   1,050,485.293 (meters)                     COMP
 FY3800  Y           -  -5,035,044.773 (meters)                     COMP
 FY3800  Z           -   3,759,188.762 (meters)                     COMP
 FY3800  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY3800  ELLIP HEIGHT-         102.023 (meters)          (02/10/07) ADJUSTED
 FY3800  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FY3800
 FY3800  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3800  Type    PID    Designation                      North   East  Ellip
 FY3800  -------------------------------------------------------------------
 FY3800  NETWORK FY3800 AFTON RM 2                        2.76   3.06   6.33
 FY3800  -------------------------------------------------------------------
 FY3800  VERT ORDER  -  THIRD (See Below)
 FY3800
 FY3800.The horizontal coordinates were established by GPS observations
 FY3800.and adjusted by the National Geodetic Survey in February 2007.
 FY3800
 FY3800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3800.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3800.The horizontal coordinates are valid at the epoch date displayed above.
 FY3800.The epoch date for horizontal control is a decimal equivalence
 FY3800.of Year/Month/Day.
 FY3800
 FY3800.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3800.The vertical order pertains to the NGVD 29 superseded value.
 FY3800
 FY3800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3800
 FY3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3800
 FY3800.The ellipsoidal height was determined by GPS observations
 FY3800.and is referenced to NAD 83.
 FY3800
 FY3800.The geoid height was determined by GEOID03.
 FY3800
 FY3800;                    North         East     Units Scale Factor Converg.
 FY3800;SPC NC       -   288,203.282   680,058.508   MT  1.00005478   +0 27 10.7
 FY3800;SPC NC       -   945,546.93  2,231,158.62   sFT  1.00005478   +0 27 10.7
 FY3800;UTM  17      - 4,025,858.257   749,921.501   MT  1.00036964   +1 39 04.7
 FY3800
 FY3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3800!SPC NC       -   0.99998399  x   1.00005478  =   1.00003877
 FY3800!UTM  17      -   0.99998399  x   1.00036964  =   1.00035362
 FY3800
 FY3800                          SUPERSEDED SURVEY CONTROL
 FY3800
 FY3800  NAD 83(2001)-  36 20 43.36248(N)    078 12 54.57831(W) AD(       ) 1
 FY3800  ELLIP H (03/27/03)  102.023  (m)                       GP(       ) 4 2
 FY3800  NAD 83(1993)-  36 20 43.36398(N)    078 12 54.58005(W) AD(       ) 1
 FY3800  NAD 83(1986)-  36 20 43.36093(N)    078 12 54.58956(W) AD(       ) 1
 FY3800  NGVD 29 (07/23/90)  135.86   (m)          445.7    (f) LEVELING    3  
 FY3800
 FY3800.Superseded values are not recommended for survey control.
 FY3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3800.See file dsdata.txt to determine how the superseded data were derived.
 FY3800
 FY3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4992225858(NAD 83)
 FY3800_MARKER: DR = REFERENCE MARK DISK
 FY3800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3800_SP_SET: CONCRETE POST
 FY3800_STAMPING: AFTON NO 2 1968
 FY3800_MARK LOGO: CGS   
 FY3800_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3800+STABILITY: SURFACE MOTION
 FY3800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3800+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1988
 FY3800
 FY3800  HISTORY     - Date     Condition        Report By
 FY3800  HISTORY     - 1968     MONUMENTED       CGS
 FY3800  HISTORY     - 1985     GOOD             USPSQD
 FY3800  HISTORY     - 19880101 GOOD             NCGS
 FY3800
 FY3800                          STATION DESCRIPTION
 FY3800
 FY3800'DESCRIBED BY US POWER SQUADRON 1985 (RCA)
 FY3800'RECOVERED IN GOOD CONDITION.
 FY3800
 FY3800                          STATION RECOVERY (1988)
 FY3800
 FY3800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FY3800'THE STATION IS ABOUT 17.7 KM (11.00 MI) EAST OF HENDERSON, 8.1 KM
 FY3800'(5.05 MI) SOUTHWEST OF WARRENTON, AND 0.8 KM (0.50 MI) NORTH OF AFTON
 FY3800'COMMUNITY.
 FY3800'ALONG US 401 FOR 8.6 KM (5.35 MI) SOUTH FROM THE INTERSECTION OF US
 FY3800'401, US 158 BUSINESS, AND NC 58 AT THE NORTHEAST CORNER OF THE COURT
 FY3800'HOUSE SQUARE IN WARRENTON, TO SR 1116 INTERSECTION, AT A TELEPHONE
 FY3800'PEDESTAL GUARD POLE, AND SOUTH OF TWO TOBACCO BARNS, ONE BARN WITH A
 FY3800'FARM IMPLEMENT SHED.
 FY3800'STATION IS A STANDARD USCGS REFERENCE MARK DISK STAMPED---AFTON
 FY3800'1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 FY3800'DIAMETER PROJECTING 10 CM ABOVE GROUND SURFACE.  LOCATED 9.44 M
 FY3800'(31.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 23.77 M (78.0 FT)
 FY3800'EAST OF THE CENTERLINE OF THE SR, 0.79 M (2.6 FT) NORTH OF A TELEPHONE
 FY3800'PEDESTAL, 25.15 M (82.5 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 FY3800'IMPLEMENT SHED, AND 30.65 M (100.6 FT) SOUTH OF STATION AFTON.
 FY3800'THE STATION IS ABOUT THE SAME ELEVATION AS STATION AFTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2092 ***********************************************************************
 EY2092  DESIGNATION -  AGED
 EY2092  PID         -  EY2092
 EY2092  STATE/COUNTY-  NC/BEAUFORT
 EY2092  USGS QUAD   -  WASHINGTON (1983)
 EY2092
 EY2092                         *CURRENT SURVEY CONTROL
 EY2092  ___________________________________________________________________
 EY2092* NAD 83(2001)-  35 30 06.25450(N)    077 00 03.53715(W)     ADJUSTED  
 EY2092* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY2092  ___________________________________________________________________
 EY2092  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 EY2092  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY2092  HORZ ORDER  -  THIRD
 EY2092
 EY2092.The horizontal coordinates were established by classical geodetic methods
 EY2092.and adjusted by the National Geodetic Survey in August 2005.
 EY2092
 EY2092.The orthometric height was scaled from a topographic map.
 EY2092
 EY2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2092
 EY2092.The geoid height was determined by GEOID03.
 EY2092
 EY2092;                    North         East     Units Scale Factor Converg.
 EY2092;SPC NC       -   196,146.879   790,933.309   MT  0.99988208   +1 09 13.6
 EY2092;SPC NC       -   643,525.22  2,594,920.36   sFT  0.99988208   +1 09 13.6
 EY2092;UTM  18      - 3,930,526.928   318,516.486   MT  1.00000589   -1 09 44.4
 EY2092
 EY2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2092!SPC NC       -   1.00000582  x   0.99988208  =   0.99988790
 EY2092!UTM  18      -   1.00000582  x   1.00000589  =   1.00001171
 EY2092
 EY2092|---------------------------------------------------------------------|
 EY2092| PID    Reference Object                     Distance      Geod. Az  |
 EY2092|                                                           dddmmss.s |
 EY2092| EY4380 AGED RM 1                            21.870 METERS 04243     |
 EY2092| EY4590 OLD D RM 2                           27.105 METERS 06018     |
 EY2092| EY4381 AGED RM 2                            31.530 METERS 08543     |
 EY2092| EY2286 FORK POINT LIGHT                    APPROX. 1.2 KM 1911419.8 |
 EY2092| EY2283 CHALK                               APPROX. 1.8 KM 2482737.7 |
 EY2092| EY2134 MC WILLIAMS POINT SHOAL LIGHT       APPROX. 1.9 KM 2911128.8 |
 EY2092| EY2198 OLD D RM 1                           26.036 METERS 35452     |
 EY2092|---------------------------------------------------------------------|
 EY2092
 EY2092                          SUPERSEDED SURVEY CONTROL
 EY2092
 EY2092  NAD 83(1986)-  35 30 06.28103(N)    077 00 03.51156(W) AD(       ) 3
 EY2092  NAD 27      -  35 30 05.69200(N)    077 00 04.69400(W) AD(       ) 3
 EY2092
 EY2092.Superseded values are not recommended for survey control.
 EY2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2092.See file dsdata.txt to determine how the superseded data were derived.
 EY2092
 EY2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1851630527(NAD 83)
 EY2092_MARKER: DS = TRIANGULATION STATION DISK
 EY2092_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY2092_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY2092
 EY2092  HISTORY     - Date     Condition        Report By
 EY2092  HISTORY     - 1933     MONUMENTED       CGS
 EY2092  HISTORY     - 1948     GOOD             CGS
 EY2092  HISTORY     - 19890729 MARK NOT FOUND   USPSQD
 EY2092  HISTORY     - 20040625 MARK NOT FOUND   USPSQD
 EY2092
 EY2092                          STATION DESCRIPTION
 EY2092
 EY2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY2092'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY BEACH
 EY2092'JUST E OF A CAMP RESIDENCE, ABOUT 1 MILE NORTHEASTERLY FROM FORK
 EY2092'POINT, AND ABOUT 1 MILE SE OF MC WILLIAMS POINT LIGHT.  STATION
 EY2092'IS LOCATED ABOUT 6 METERS FROM MEAN-WATER LINE.  IT REPLACES
 EY2092'STATION OLD D, BOTH THE REFERENCE MARKS OF WHICH WERE FOUND.
 EY2092'
 EY2092'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY2092'IN THE TOPS OF TILES.
 EY2092'
 EY2092'REFERENCE MARK NO.2 IS AN ELLIPTIC TOP CONCRETE MONUMENT
 EY2092'PROJECTING 3 INCHES ABOVE GROUND.
 EY2092'
 EY2092'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.0 METERS.
 EY2092
 EY2092                          STATION RECOVERY (1948)
 EY2092
 EY2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2092'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, ON A SANDY BEACH,
 EY2092'ABOUT 1 MILE ENE FROM FORK POINT, AND 1 MILE ESE OF MC WILLIAMS
 EY2092'POINT LIGHT.  IT IS IN THE LEE STEWART FRONT YARD, 19 FEET FROM
 EY2092'THE HIGH-WATER LINE, 121 FEET W OF THE W CORNER OF THE STEWART
 EY2092'HOUSE, AND 45 FEET S OF THE S CORNER OF THE CHARLES MORTON
 EY2092'CABIN. THE MARK IS COVERED BY ABOUT 3 INCHES OF SAND.
 EY2092'
 EY2092'TO REACH THE STATION BY TRUCK, SET SPEEDOMETER AT 0.0 AND
 EY2092'PROCEED ONE BLOCK S AT THE WASHINGTON POST OFFICE AND TURN LEFT
 EY2092'AT 0.1 MILE ON MAIN STREET.  FOLLOW MAIN STREET EAST ACROSS A
 EY2092'CONCRETE BRIDGE OVER RUNYON CREEK AT 1.1 MILES TO THE PAVED RIVER
 EY2092'ROAD.  FOLLOW THIS ROAD TO A DIRT ROAD LEADING RIGHT AT 4.4
 EY2092'MILES.  FOLLOW THIS DIRT ROAD AND TURN LEFT AT 4.8 MILES ON ROAD
 EY2092'BACK OF CABINS TO THE STEWART HOUSE AT 5.0 MILES.
 EY2092'
 EY2092'R.M. 3 IS A BRONZE DISK SET IN A 10-INCH CONCRETE POST LEVEL
 EY2092'WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET FROM THE HIGH-WATER
 EY2092'LINE, 27-1/2 FEET NW OF THE CHARLES MORTON CABIN, AND 3 FEET NW
 EY2092'OF A 6-INCH OAK TREE.  IT IS SET ON THE APPROXIMATE PROPERTY LINE
 EY2092'BETWEEN CHARLES MORTON AND COLON MC LEAN.
 EY2092'
 EY2092'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  R.M. 1 (OLD D) HAS BEEN
 EY2092'DESTROYED AS PARTS OF THE MARK WERE FOUND IN THE VICINITY.
 EY2092'
 EY2092'R.M. 2 (OLD D) AND R.M. 2 WERE DESTROYED IN ORDER THAT MR. STEWART
 EY2092'COULD PROPERLY LEVEL HIS YARD.
 EY2092'
 EY2092'AS A LARGE PILE OF LOGS WERE ON LINE TO R.M. 1, 1933, THE
 EY2092'DIRECTION AND DISTANCE COULD NOT BE CHECKED.
 EY2092
 EY2092                          STATION RECOVERY (1989)
 EY2092
 EY2092'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY2092'MARK NOT FOUND.
 EY2092
 EY2092                          STATION RECOVERY (2004)
 EY2092
 EY2092'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2163 ***********************************************************************
 EZ2163  DESIGNATION -  AGENCY
 EZ2163  PID         -  EZ2163
 EZ2163  STATE/COUNTY-  NC/DUPLIN
 EZ2163  USGS QUAD   -  WARSAW NORTH (1977)
 EZ2163
 EZ2163                         *CURRENT SURVEY CONTROL
 EZ2163  ___________________________________________________________________
 EZ2163* NAD 83(2001)-  35 00 11.28810(N)    078 05 43.46361(W)     ADJUSTED  
 EZ2163* NAVD 88     -        47.013  (meters)     154.24   (feet)  ADJUSTED  
 EZ2163  ___________________________________________________________________
 EZ2163  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 EZ2163  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EZ2163  DYNAMIC HT  -          46.969 (meters)     154.10  (feet)  COMP
 EZ2163  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 EZ2163
 EZ2163  HORZ ORDER  -  SECOND
 EZ2163  VERT ORDER  -  SECOND    CLASS 0
 EZ2163
 EZ2163.The horizontal coordinates were established by classical geodetic methods
 EZ2163.and adjusted by the National Geodetic Survey in August 2005.
 EZ2163
 EZ2163.The orthometric height was determined by differential leveling
 EZ2163.and adjusted in June 1991.
 EZ2163.WARNING-Repeat measurements at this control monument indicate possible
 EZ2163.vertical movement.
 EZ2163
 EZ2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2163
 EZ2163.The geoid height was determined by GEOID03.
 EZ2163
 EZ2163.The dynamic height is computed by dividing the NAVD 88
 EZ2163.geopotential number by the normal gravity value computed on the
 EZ2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2163.degrees latitude (g = 980.6199 gals.).
 EZ2163
 EZ2163.The modeled gravity was interpolated from observed gravity values.
 EZ2163
 EZ2163;                    North         East     Units Scale Factor Converg.
 EZ2163;SPC NC       -   139,386.645   692,165.859   MT  0.99988195   +0 31 19.6
 EZ2163;SPC NC       -   457,304.35  2,270,880.82   sFT  0.99988195   +0 31 19.6
 EZ2163;UTM  17      - 3,877,246.917   765,077.981   MT  1.00046610   +1 40 01.6
 EZ2163
 EZ2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2163!SPC NC       -   0.99999816  x   0.99988195  =   0.99988011
 EZ2163!UTM  17      -   0.99999816  x   1.00046610  =   1.00046426
 EZ2163
 EZ2163:                Primary Azimuth Mark                     Grid Az
 EZ2163:SPC NC       -  FRONT                                    161 06 20.9
 EZ2163:UTM  17      -  FRONT                                    159 57 38.9
 EZ2163
 EZ2163|---------------------------------------------------------------------|
 EZ2163| PID    Reference Object                     Distance      Geod. Az  |
 EZ2163|                                                           dddmmss.s |
 EZ2163| EB0074 FRONT                               462.500 METERS 1613740.5 |
 EZ2163|---------------------------------------------------------------------|
 EZ2163
 EZ2163                          SUPERSEDED SURVEY CONTROL
 EZ2163
 EZ2163  NAD 83(1986)-  35 00 11.29720(N)    078 05 43.47442(W) AD(       ) 2
 EZ2163  NAD 27      -  35 00 10.69758(N)    078 05 44.51052(W) AD(       ) 2
 EZ2163  NGVD 29 (??/??/92)   47.274  (m)          155.10   (f) ADJ UNCH    2 0
 EZ2163
 EZ2163.Superseded values are not recommended for survey control.
 EZ2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2163.See file dsdata.txt to determine how the superseded data were derived.
 EZ2163
 EZ2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6507877247(NAD 83)
 EZ2163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EZ2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2163_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2163+STABILITY: SURFACE MOTION
 EZ2163
 EZ2163  HISTORY     - Date     Condition        Report By
 EZ2163  HISTORY     - 1968     MONUMENTED       NCGS
 EZ2163  HISTORY     - 1971     SEE DESCRIPTION  NCGS
 EZ2163  HISTORY     - 1976     GOOD             NCGS
 EZ2163  HISTORY     - 19940529 GOOD             USPSQD
 EZ2163
 EZ2163                          STATION DESCRIPTION
 EZ2163
 EZ2163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ2163'AGENCY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2163'IN THE VICINITY OF WARSAW, NORTH CAROLINA.
 EZ2163'
 EZ2163'AGENCY IS LOCATED APPROXIMATELY 0.4 MILES NNW OF THE CENTER OF
 EZ2163'WARSAW.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ2163'FRONT ST. WITH NC 24 IN WARSAW, GO NORTH ON FRONT ST. FOR 0.4
 EZ2163'MILE TO RAILROAD OFFICE, AND STATION.  WHICH IS ON THE WEST SIDE
 EZ2163'OF MAIN TRACK BETWEEN MAIN LINE AND BRANCH LINE TO THE WEST.
 EZ2163'
 EZ2163'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2163'AGENCY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2163'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2163'
 EZ2163'MARK IS
 EZ2163'
 EZ2163'8.6 FT W OF W RAIL OF MAIN TRACK
 EZ2163'
 EZ2163'10.8 FT E OF E RAIL OF BRANCH TRACK
 EZ2163'
 EZ2163'50.1 FT S OF C/L OF INTERSECTION OF W RAIL OF MAIN TRACK
 EZ2163'AND CHELLY ST.
 EZ2163'
 EZ2163'51.1 FT W OF NW CORNER OF SEABOARD COAST LINE RR STATION
 EZ2163'
 EZ2163'62.1 FT SW OF TP AT N END OF RR STATION, AND WITH ALUMINUM
 EZ2163'REF. TAG
 EZ2163'
 EZ2163'47.7 FT ENE OF TP 94 WITH ALUMINUM REF. TAG ON W SIDE OF BRANCH
 EZ2163'LINE
 EZ2163'
 EZ2163'45.1 FT SE OF TP WITH ALUMINUM REF. TAG ON S SIDE OF CHELLY ST.
 EZ2163
 EZ2163                          STATION RECOVERY (1971)
 EZ2163
 EZ2163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (WWB)
 EZ2163'REFERENCE MEASUREMENTS
 EZ2163'
 EZ2163'TO RAIL ON RAILROAD DO NOT CHECK.  EVIDENCE INDICATES THAT
 EZ2163'RECENT GRADING OF RAILROAD ROAD-BED DISTURBED MONUMENT AND
 EZ2163'THAT SOMEONE ATTEMPTED TO RE-SET IT.
 EZ2163
 EZ2163                          STATION RECOVERY (1976)
 EZ2163
 EZ2163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ2163'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 55.9
 EZ2163'FEET EAST OF A 10 INCH OAK WITH ALUMINUM TAG.
 EZ2163
 EZ2163                          STATION RECOVERY (1994)
 EZ2163
 EZ2163'RECOVERY NOTE BY US POWER SQUADRON 1994
 EZ2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0297 ***********************************************************************
 EX0297  DESIGNATION -  AGONA
 EX0297  PID         -  EX0297
 EX0297  STATE/COUNTY-  NC/DARE
 EX0297  USGS QUAD   -  MANTEO (1983)
 EX0297
 EX0297                         *CURRENT SURVEY CONTROL
 EX0297  ___________________________________________________________________
 EX0297* NAD 83(2007)-  35 54 21.30211(N)    075 40 26.78767(W)     ADJUSTED  
 EX0297* NAVD 88     -         1.702  (meters)       5.58   (feet)  ADJUSTED  
 EX0297  ___________________________________________________________________
 EX0297  EPOCH DATE  -        2002.00
 EX0297  X           -   1,279,767.770 (meters)                     COMP
 EX0297  Y           -  -5,011,266.179 (meters)                     COMP
 EX0297  Z           -   3,719,719.242 (meters)                     COMP
 EX0297  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EX0297  ELLIP HEIGHT-         -37.297 (meters)          (02/10/07) ADJUSTED
 EX0297  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 EX0297  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 EX0297
 EX0297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EX0297  Type    PID    Designation                      North   East  Ellip
 EX0297  -------------------------------------------------------------------
 EX0297  NETWORK EX0297 AGONA                             0.43   0.39   1.65
 EX0297  -------------------------------------------------------------------
 EX0297  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 EX0297
 EX0297  VERT ORDER  -  THIRD
 EX0297
 EX0297.The horizontal coordinates were established by GPS observations
 EX0297.and adjusted by the National Geodetic Survey in February 2007.
 EX0297
 EX0297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0297.The horizontal coordinates are valid at the epoch date displayed above.
 EX0297.The epoch date for horizontal control is a decimal equivalence
 EX0297.of Year/Month/Day.
 EX0297
 EX0297.The orthometric height was determined by differential leveling
 EX0297.and adjusted in May 2000.
 EX0297
 EX0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0297
 EX0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0297
 EX0297.The ellipsoidal height was determined by GPS observations
 EX0297.and is referenced to NAD 83.
 EX0297
 EX0297.The geoid height was determined by GEOID03.
 EX0297
 EX0297.The dynamic height is computed by dividing the NAVD 88
 EX0297.geopotential number by the normal gravity value computed on the
 EX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0297.degrees latitude (g = 980.6199 gals.).
 EX0297
 EX0297.The modeled gravity was interpolated from observed gravity values.
 EX0297
 EX0297;                    North         East     Units Scale Factor Converg.
 EX0297;SPC NC       -   244,190.611   909,756.837   MT  0.99993765   +1 55 10.6
 EX0297;SPC NC       -   801,148.70  2,984,760.56   sFT  0.99993765   +1 55 10.6
 EX0297;UTM  18      - 3,973,723.243   439,171.753   MT  0.99964559   -0 23 43.2
 EX0297
 EX0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0297!SPC NC       -   1.00000585  x   0.99993765  =   0.99994350
 EX0297!UTM  18      -   1.00000585  x   0.99964559  =   0.99965144
 EX0297
 EX0297:                Primary Azimuth Mark                     Grid Az
 EX0297:SPC NC       -  FERNANDO                                 049 04 44.7
 EX0297:UTM  18      -  FERNANDO                                 051 23 38.5
 EX0297
 EX0297|---------------------------------------------------------------------|
 EX0297| PID    Reference Object                     Distance      Geod. Az  |
 EX0297|                                                           dddmmss.s |
 EX0297| EX0574 FERNANDO                            438.843 METERS 0505955.3 |
 EX0297| EX0298 BUDLEIGH                            285.382 METERS 32646     |
 EX0297|---------------------------------------------------------------------|
 EX0297
 EX0297                          SUPERSEDED SURVEY CONTROL
 EX0297
 EX0297  NAD 83(2001)-  35 54 21.30246(N)    075 40 26.78704(W) AD(       ) 1
 EX0297  ELLIP H (03/13/03)  -37.292  (m)                       GP(       ) 4 2
 EX0297  NAD 83(1986)-  35 54 21.32154(N)    075 40 26.79501(W) AD(       ) 1
 EX0297  NAD 83(1986)-  35 54 21.32155(N)    075 40 26.79500(W) AD(       ) 2
 EX0297  NAD 27      -  35 54 20.70850(N)    075 40 28.17418(W) AD(       ) 2
 EX0297  NAVD 88 (06/22/04)    1.710  (m)            5.61   (f) UNKNOWN     3 0
 EX0297  NGVD 29 (06/22/04)    2.01   (m)            6.6    (f) RESET       3  
 EX0297
 EX0297.Superseded values are not recommended for survey control.
 EX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0297.See file dsdata.txt to determine how the superseded data were derived.
 EX0297
 EX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3917273723(NAD 83)
 EX0297_MARKER: DE = TRAVERSE STATION DISK
 EX0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0297_SP_SET: CONCRETE POST
 EX0297_STAMPING: AGONA 1974
 EX0297_MARK LOGO: NCGS  
 EX0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0297+STABILITY: SURFACE MOTION
 EX0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0297+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1994
 EX0297
 EX0297  HISTORY     - Date     Condition        Report By
 EX0297  HISTORY     - 1974     MONUMENTED       NCGS
 EX0297  HISTORY     - 1974     GOOD             NCGS
 EX0297  HISTORY     - 19770414 GOOD             NCGS
 EX0297  HISTORY     - 19850101 GOOD             NCGS
 EX0297  HISTORY     - 19910525 GOOD             USPSQD
 EX0297  HISTORY     - 19910623 GOOD             USPSQD
 EX0297  HISTORY     - 19941221 GOOD             NCGS
 EX0297
 EX0297                          STATION DESCRIPTION
 EX0297
 EX0297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0297'AGONA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0297'THE VICINITY OF MANTEO, NORTH CAROLINA.
 EX0297'
 EX0297'AGONA IS LOCATED IN MANTEO.  TO REACH STATION FROM INTERSECTION
 EX0297'OF NC 345 WITH U.S. 64 - U.S. 264 NEAR MANTEO, PROCEED NW ALONG
 EX0297'U.S. 64 - U.S. 264 FOR 1.35 MILE TO INTERSECTION WITH AGONA STREET
 EX0297'AND STATION IN SE QUADRANT.
 EX0297'
 EX0297'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0297'AGONA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EX0297'IS 8 INCHES BELOW THE GROUND.
 EX0297'
 EX0297'MARK IS 33.6 FT ENE OF C/L OF U.S. 64 - U.S. 264 (VIRGINIA DARE
 EX0297'STREET)
 EX0297'
 EX0297'15.7 FT SSE OF C/L OF AGONA STREET
 EX0297'
 EX0297'7.6 FT NNE OF TOP OF FIRE HYDRANT
 EX0297'
 EX0297'136.1 FT NW OF NW CORNER OF PORCH OF MANTEO LODGE
 EX0297
 EX0297                          STATION RECOVERY (1974)
 EX0297
 EX0297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0297'RECOVERED IN GOOD CONDITION.
 EX0297
 EX0297                          STATION RECOVERY (1977)
 EX0297
 EX0297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EX0297'1.35 MILES (2.17 KM) NORTHWEST ALONG US HIGHWAYS 64 AND 265 FROM THE
 EX0297'INTERSECTION OF STATE HIGHWAY 345 IN MANTEO, 136.1 FEET (41.5 M)
 EX0297'NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF MANTEO LODGE, 33.6
 EX0297'FEET (10.2 M) EAST-NORTHEAST OF THE CENTERLINE OF US HIGHWAYS 64 AND
 EX0297'264 (VIRGINIA DARE STREET) , 15.7 FEET (4.8 M) SOUTH-SOUTHEAST OF THE
 EX0297'CENTERLINE OF AGONA STREET AND 7.6 FEET (2.3 M) NORTH-NORTHEAST OF
 EX0297'THE TOP OF A FIRE HYDRANT, RECESSED 6 INCHES.
 EX0297
 EX0297                          STATION RECOVERY (1985)
 EX0297
 EX0297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0297'RECOVERED AS DESCRIBED.  STATION IS ALSO 1.89 M (6.20 FT)
 EX0297'NORTH-NORTHEAST OF THE TOP OF A FIRE HYDRANT, AND 3.66 M (12.01 FT)
 EX0297'FROM A MANHOLE.
 EX0297
 EX0297                          STATION RECOVERY (1991)
 EX0297
 EX0297'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 EX0297'RECOVERED IN GOOD CONDITION.
 EX0297
 EX0297                          STATION RECOVERY (1991)
 EX0297
 EX0297'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0297'RECOVERED IN GOOD CONDITION.
 EX0297
 EX0297                          STATION RECOVERY (1994)
 EX0297
 EX0297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EX0297'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 EX0297'AND ADDITIONS. STATION IS LOCATED ON ROANOKE ISLAND IN MANTEO. MARK IS
 EX0297'ABOUT 1-FOOT LOWER THAN US 64/264, AND IS RECESSED 5 INCHES BELOW THE
 EX0297'GROUND. LOCATED 33.6 FT (10.2 M) EAST-NORTHEAST OF THE CENTERLINE OF
 EX0297'TURN LANE OF US 64/264, 6.2 FT (1.9 M) NORTH-NORTHEAST OF THE TOP OF
 EX0297'FIRE HYDRANT--AND 40.8 FT (12.4 M) SOUTHEAST OF A TELEPHONE POLE
 EX0297'(NO.TH73) ACROSS AGONA STREET, 28.3 FT (8.6 M) NORTH-NORTHEAST OF A
 EX0297'TELEPHONE POLE (NO.22-1)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4867 ***********************************************************************
 FA4867  DESIGNATION -  AGRO
 FA4867  PID         -  FA4867
 FA4867  STATE/COUNTY-  NC/GASTON
 FA4867  USGS QUAD   -  GASTONIA NORTH (1993)
 FA4867
 FA4867                         *CURRENT SURVEY CONTROL
 FA4867  ___________________________________________________________________
 FA4867* NAD 83(2001)-  35 18 54.32918(N)    081 11 50.34340(W)     ADJUSTED  
 FA4867* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 FA4867  ___________________________________________________________________
 FA4867  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FA4867  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FA4867  HORZ ORDER  -  SECOND
 FA4867
 FA4867.The horizontal coordinates were established by classical geodetic methods
 FA4867.and adjusted by the National Geodetic Survey in August 2005.
 FA4867
 FA4867.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4867
 FA4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4867
 FA4867.The geoid height was determined by GEOID03.
 FA4867
 FA4867;                    North         East     Units Scale Factor Converg.
 FA4867;SPC NC       -   175,826.687   409,825.737   MT  0.99987320   -1 16 05.6
 FA4867;SPC NC       -   576,858.06  1,344,569.94   sFT  0.99987320   -1 16 05.6
 FA4867;UTM  17      - 3,908,004.271   482,063.724   MT  0.99960396   -0 06 50.6
 FA4867
 FA4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4867!SPC NC       -   0.99996611  x   0.99987320  =   0.99983931
 FA4867!UTM  17      -   0.99996611  x   0.99960396  =   0.99957008
 FA4867
 FA4867                          SUPERSEDED SURVEY CONTROL
 FA4867
 FA4867  NAD 83(1986)-  35 18 54.34574(N)    081 11 50.34648(W) AD(       ) 2
 FA4867  NGVD 29 (09/01/92)  247.5    (m)          812.     (f) VERT ANG    3  
 FA4867
 FA4867.Superseded values are not recommended for survey control.
 FA4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4867.See file dsdata.txt to determine how the superseded data were derived.
 FA4867
 FA4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8206408004(NAD 83)
 FA4867_MARKER: DE = TRAVERSE STATION DISK
 FA4867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4867_SP_SET: CONCRETE POST
 FA4867_STAMPING: AGRO 1984
 FA4867_MARK LOGO: NCGS  
 FA4867_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4867+STABILITY: SURFACE MOTION
 FA4867
 FA4867  HISTORY     - Date     Condition        Report By
 FA4867  HISTORY     - 1984     MONUMENTED       NCGS
 FA4867  HISTORY     - 1987     GOOD             USPSQD
 FA4867  HISTORY     - 20000112 MARK NOT FOUND   USPSQD
 FA4867
 FA4867                          STATION DESCRIPTION
 FA4867
 FA4867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4867'STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) WEST OF DALLAS AND 5.8 KM
 FA4867'(3.6 MI) NORTH OF GASTONIA.
 FA4867'ALONG NC 279 FOR 0.8 KM (0.5 MI) WEST FROM US 321, AT THE ENTRANCE TO
 FA4867'GASTON AGRICULTURE CENTER, OR 0.25 KM (0.16 MI) EAST OF NC 275.
 FA4867'MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH THE HIGHWAY.
 FA4867'LOCATED 42.3 M (138.8 FT) SOUTH OF THE CENTERLINE OF NC 279, 11.2 M
 FA4867'(36.7 FT) NORTH OF THE NORTHWEST CORNER OF THE GASTON AGRICULTURE
 FA4867'CENTER, 5.7 M (18.7 FT) NORTHEAST OF A 30-INCH WILLOW OAK, 12.9 M
 FA4867'(42.3 FT) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER, 33.2 M
 FA4867'(108.9 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 4.0 M (13.1 FT)
 FA4867'SOUTH-SOUTHEAST OF A 12-INCH CRAB APPLE, AND 26.9 M (88.3 FT)
 FA4867'SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 FA4867
 FA4867                          STATION RECOVERY (1987)
 FA4867
 FA4867'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4867'RECOVERED IN GOOD CONDITION.
 FA4867
 FA4867                          STATION RECOVERY (2000)
 FA4867
 FA4867'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0969 ***********************************************************************
 EA0969  DESIGNATION -  AHEAD
 EA0969  PID         -  EA0969
 EA0969  STATE/COUNTY-  NC/ONSLOW
 EA0969  USGS QUAD   -  RICHLANDS (1981)
 EA0969
 EA0969                         *CURRENT SURVEY CONTROL
 EA0969  ___________________________________________________________________
 EA0969* NAD 83(2001)-  34 53 20.72112(N)    077 32 52.01846(W)     ADJUSTED  
 EA0969* NAVD 88     -        11.154  (meters)      36.59   (feet)  ADJUSTED  
 EA0969  ___________________________________________________________________
 EA0969  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 EA0969  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EA0969  DYNAMIC HT  -          11.144 (meters)      36.56  (feet)  COMP
 EA0969  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EA0969
 EA0969  HORZ ORDER  -  SECOND
 EA0969  VERT ORDER  -  SECOND    CLASS II
 EA0969
 EA0969.The horizontal coordinates were established by classical geodetic methods
 EA0969.and adjusted by the National Geodetic Survey in August 2005.
 EA0969
 EA0969.The orthometric height was determined by differential leveling
 EA0969.and adjusted in June 1991.
 EA0969
 EA0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0969
 EA0969.The geoid height was determined by GEOID03.
 EA0969
 EA0969.The dynamic height is computed by dividing the NAVD 88
 EA0969.geopotential number by the normal gravity value computed on the
 EA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0969.degrees latitude (g = 980.6199 gals.).
 EA0969
 EA0969.The modeled gravity was interpolated from observed gravity values.
 EA0969
 EA0969;                    North         East     Units Scale Factor Converg.
 EA0969;SPC NC       -   127,330.497   742,331.088   MT  0.99989250   +0 50 17.4
 EA0969;SPC NC       -   417,750.14  2,435,464.58   sFT  0.99989250   +0 50 17.4
 EA0969;UTM  18      - 3,863,705.729   267,170.586   MT  1.00026818   -1 27 28.7
 EA0969
 EA0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0969!SPC NC       -   1.00000403  x   0.99989250  =   0.99989653
 EA0969!UTM  18      -   1.00000403  x   1.00026818  =   1.00027221
 EA0969
 EA0969:                Primary Azimuth Mark                     Grid Az
 EA0969:SPC NC       -  WHALEY                                   188 40 35.9
 EA0969:UTM  18      -  WHALEY                                   190 58 22.0
 EA0969
 EA0969|---------------------------------------------------------------------|
 EA0969| PID    Reference Object                     Distance      Geod. Az  |
 EA0969|                                                           dddmmss.s |
 EA0969| EA0960 WHALEY                              APPROX. 1.4 KM 1893053.3 |
 EA0969|---------------------------------------------------------------------|
 EA0969
 EA0969                          SUPERSEDED SURVEY CONTROL
 EA0969
 EA0969  NAD 83(1986)-  34 53 20.73126(N)    077 32 52.03007(W) AD(       ) 2
 EA0969  NAD 27      -  34 53 20.14094(N)    077 32 53.15488(W) AD(       ) 2
 EA0969  NGVD 29 (??/??/92)   11.480  (m)           37.66   (f) ADJ UNCH    2 2
 EA0969
 EA0969.Superseded values are not recommended for survey control.
 EA0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0969.See file dsdata.txt to determine how the superseded data were derived.
 EA0969
 EA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6717163706(NAD 83)
 EA0969_MARKER: DD = SURVEY DISK
 EA0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0969_STAMPING: AHEAD 1968
 EA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0969+STABILITY: SURFACE MOTION
 EA0969
 EA0969  HISTORY     - Date     Condition        Report By
 EA0969  HISTORY     - 1968     MONUMENTED       NCGS
 EA0969  HISTORY     - 1974     GOOD             NCGS
 EA0969  HISTORY     - 1974     GOOD             NCGS
 EA0969
 EA0969                          STATION DESCRIPTION
 EA0969
 EA0969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA0969'AHEAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0969'THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA0969'
 EA0969'AHEAD IS LOCATED APPROXIMATELY 0.8 MILES SOUTH OF RICHLANDS.  TO
 EA0969'REACH STATION PROCEED FROM THE POST OFFICE IN RICHLANDS, GO SOUTH
 EA0969'ON WILMINGTON STREET (U.S. 258 AND NC 24 BUSINESS) FOR 0.9 MILE TO
 EA0969'STATION.  WHICH IS ON THE EAST SHOULDER OF U.S, 258 AND NC 24, IN
 EA0969'LINE BETWEEN PP 266 AND HIGHWAY, AND 0.1 MILE NORTH OF
 EA0969'INTERSECTION OF SR 2338 WITH HIGHWAY.
 EA0969'
 EA0969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0969'AHEAD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0969'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0969'
 EA0969'MARK IS
 EA0969'
 EA0969'16.6 FT ESE OF C/L OF U.S. 258 AND NC 24
 EA0969'
 EA0969'38.0 FT WNW OF PP 266 ON E SIDE OF U.S. 258 AND NC 24, AND
 EA0969'WITH ALUMINUM REF. TAG
 EA0969'
 EA0969'40.6 FT NW OF NW POST OF A LAMAR DEAN OUTDOOR SIGN, AND WITH
 EA0969'ALUMINUM REF. TAG
 EA0969'
 EA0969'15.7 FT NNE OF 4X4 POST WITH BEGIN 45 MPH 1000 FT. AHEAD SIGN,
 EA0969'AND WITH ALUMINUM REF. TAG
 EA0969
 EA0969                          STATION RECOVERY (1974)
 EA0969
 EA0969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0969'AHEAD 1968 GOOD
 EA0969
 EA0969                          STATION RECOVERY (1974)
 EA0969
 EA0969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0969'0.8 MI S FROM RICHLANDS.
 EA0969'TO REACH STATION FROM INTERSECTION OF US 258 WITH SR 1003 IN SOUTH
 EA0969'SECTION OF RICHLANDS, PROCEED SOUTHERLY ALONG US 258 FOR 0.4 MILE TO
 EA0969'STATION ON LEFT IN EAST SHOULDER BETWEEN HIGHWAY AND A PP, 0.1 MILE
 EA0969'NORTH OF INTERSECTION WITH SR 1238.  16.6 FT. ESE OF C/L OF US 258 AND
 EA0969'NC 24, 38.0 FT. WNW OF PP NO. 266 ON EAST SIDE OF US 258 AND NC 24,
 EA0969'AND WITH ALUMINUM REF. TAG, 40.6 FT. NW OF NW POST OF A LAMAR DEAN
 EA0969'OUTDOOR SIGN, AND WITH ALUMINUM REF. TAG, AND 15.7 FT. NNE OF 4X4 POST
 EA0969'WITH BEGIN 45 MPH 1000 FT. AHEAD SIGN, AND WITH ALUMINUM REF. TAG.
 EA0969'DISK IS SET IN TOP OF CONCRETE CYLINDER 5 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4482 ***********************************************************************
 FY4482  DESIGNATION -  AHEAD
 FY4482  PID         -  FY4482
 FY4482  STATE/COUNTY-  NC/ORANGE
 FY4482  USGS QUAD   -  CEDAR GROVE (1967)
 FY4482
 FY4482                         *CURRENT SURVEY CONTROL
 FY4482  ___________________________________________________________________
 FY4482* NAD 83(2001)-  36 14 15.28796(N)    079 11 28.43467(W)     ADJUSTED  
 FY4482* NAVD 88     -       217.5    (meters)     714.     (feet)  VERTCON   
 FY4482  ___________________________________________________________________
 FY4482  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FY4482  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FY4482  HORZ ORDER  -  SECOND
 FY4482
 FY4482.The horizontal coordinates were established by classical geodetic methods
 FY4482.and adjusted by the National Geodetic Survey in August 2005.
 FY4482
 FY4482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4482
 FY4482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4482
 FY4482.The geoid height was determined by GEOID03.
 FY4482
 FY4482;                    North         East     Units Scale Factor Converg.
 FY4482;SPC NC       -   275,979.109   592,410.573   MT  1.00002056   -0 06 37.3
 FY4482;SPC NC       -   905,441.46  1,943,600.35   sFT  1.00002056   -0 06 37.3
 FY4482;UTM  17      - 4,011,816.963   662,537.808   MT  0.99992551   +1 04 10.1
 FY4482
 FY4482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4482!SPC NC       -   0.99997066  x   1.00002056  =   0.99999122
 FY4482!UTM  17      -   0.99997066  x   0.99992551  =   0.99989618
 FY4482
 FY4482                          SUPERSEDED SURVEY CONTROL
 FY4482
 FY4482  NAD 83(1993)-  36 14 15.28964(N)    079 11 28.43844(W) AD(       ) 2
 FY4482  NAD 83(1986)-  36 14 15.29015(N)    079 11 28.44223(W) AD(       ) 2
 FY4482  NGVD 29 (07/16/92)  217.7    (m)          714.     (f) VERT ANG    3  
 FY4482
 FY4482.Superseded values are not recommended for survey control.
 FY4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4482.See file dsdata.txt to determine how the superseded data were derived.
 FY4482
 FY4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6253811817(NAD 83)
 FY4482_MARKER: DE = TRAVERSE STATION DISK
 FY4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4482_STAMPING: AHEAD 1981
 FY4482_PROJECTION: FLUSH
 FY4482_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4482+STABILITY: SURFACE MOTION
 FY4482
 FY4482  HISTORY     - Date     Condition        Report By
 FY4482  HISTORY     - 1981     MONUMENTED       NCGS
 FY4482  HISTORY     - 19960227 GOOD             GEOMET
 FY4482
 FY4482                          STATION DESCRIPTION
 FY4482
 FY4482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4482'STATION IS LOCATED ABOUT 0.8 MILE SOUTH OF PROSPECT HILL AND 10.5
 FY4482'MILES NORTH-NORTHEAST OF MEBANE.
 FY4482'
 FY4482'ALONG NC 49, 0.2 MILE SOUTHWEST OF NC 86 INTERSECTION (0.6 MILE
 FY4482'SOUTH OF PROSPECT HILL) ON LEFT AT CORNER OF WOODS AND AT 3 TOBACCO
 FY4482'BARNS.
 FY4482'
 FY4482'THE STATION IS A STANDARD NCGS DISK
 FY4482'STAMPED---AHEAD 1981---,
 FY4482'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4482'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY4482'8.25 METERS (27.0 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY,
 FY4482'3.65 METERS (12.0 FT) SOUTHWEST FROM A TELEPHONE PEDESTAL BESIDE
 FY4482'POWER POLE WITH REFERENCE TAG,
 FY4482'2.30 METERS (7.5 FT) NORTHWEST FROM A 6 INCH PINE WITH REFERENCE
 FY4482'TAG,
 FY4482'6.60 METERS (21.0 FT) NORTHEAST FROM A METAL HIGHWAY SIGN,
 FY4482'8.30 METERS (27.2 FT) SOUTH-SOUTHWEST FROM THE CENTER OF GRAVEL
 FY4482'DRIVE AND
 FY4482'35.20 METERS (115.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FY4482'NORTH BARN.
 FY4482'
 FY4482'MARK IS LEVEL WITH HIGHWAY.
 FY4482
 FY4482                          STATION RECOVERY (1996)
 FY4482
 FY4482'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY4482'24 INCHES.  OFF RT 46.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1409 ***********************************************************************
 EA1409  DESIGNATION -  AHLSEN
 EA1409  PID         -  EA1409
 EA1409  STATE/COUNTY-  NC/CARTERET
 EA1409  USGS QUAD   -  SALTER PATH (1994)
 EA1409
 EA1409                         *CURRENT SURVEY CONTROL
 EA1409  ___________________________________________________________________
 EA1409* NAD 83(2001)-  34 43 55.23344(N)    076 53 05.18117(W)     ADJUSTED  
 EA1409* NAVD 88     -        10.498  (meters)      34.44   (feet)  ADJUSTED  
 EA1409  ___________________________________________________________________
 EA1409  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EA1409  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 EA1409  DYNAMIC HT  -          10.489 (meters)      34.41  (feet)  COMP
 EA1409  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 EA1409
 EA1409  HORZ ORDER  -  SECOND
 EA1409  VERT ORDER  -  SECOND    CLASS II
 EA1409
 EA1409.The horizontal coordinates were established by classical geodetic methods
 EA1409.and adjusted by the National Geodetic Survey in August 2005.
 EA1409
 EA1409.The orthometric height was determined by differential leveling
 EA1409.and adjusted in June 1991.
 EA1409
 EA1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1409
 EA1409.The geoid height was determined by GEOID03.
 EA1409
 EA1409.The dynamic height is computed by dividing the NAVD 88
 EA1409.geopotential number by the normal gravity value computed on the
 EA1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1409.degrees latitude (g = 980.6199 gals.).
 EA1409
 EA1409.The modeled gravity was interpolated from observed gravity values.
 EA1409
 EA1409;                    North         East     Units Scale Factor Converg.
 EA1409;SPC NC       -   110,998.986   803,292.480   MT  0.99991346   +1 13 15.0
 EA1409;SPC NC       -   364,169.17  2,635,468.74   sFT  0.99991346   +1 13 15.0
 EA1409;UTM  18      - 3,844,941.947   327,441.521   MT  0.99996701   -1 04 26.7
 EA1409
 EA1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1409!SPC NC       -   1.00000423  x   0.99991346  =   0.99991769
 EA1409!UTM  18      -   1.00000423  x   0.99996701  =   0.99997124
 EA1409
 EA1409                          SUPERSEDED SURVEY CONTROL
 EA1409
 EA1409  NAD 83(1986)-  34 43 55.24503(N)    076 53 05.18927(W) AD(       ) 2
 EA1409  NAVD 88 (12/16/97)   10.50   (m)           34.4    (f) LEVELING    3  
 EA1409  NAVD 88 (04/01/97)   10.50   (m)           34.4    (f) LEVELING    3  
 EA1409
 EA1409.Superseded values are not recommended for survey control.
 EA1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1409.See file dsdata.txt to determine how the superseded data were derived.
 EA1409
 EA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2744244942(NAD 83)
 EA1409_MARKER: DE = TRAVERSE STATION DISK
 EA1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1409_SP_SET: CONCRETE POST
 EA1409_STAMPING: AHLSEN 1981
 EA1409_MARK LOGO: NCGS  
 EA1409_PROJECTION: RECESSED 8 CENTIMETERS
 EA1409_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1409+STABILITY: SURFACE MOTION
 EA1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1409+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 EA1409
 EA1409  HISTORY     - Date     Condition        Report By
 EA1409  HISTORY     - 1981     MONUMENTED       NCGS
 EA1409  HISTORY     - 1981     GOOD             NCGS
 EA1409  HISTORY     - 19820315 GOOD             NCGS
 EA1409  HISTORY     - 19920929 GOOD             NCGS
 EA1409
 EA1409                          STATION DESCRIPTION
 EA1409
 EA1409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1409'4.0 MI SSW FROM NEWPORT.
 EA1409'5.2 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, IN
 EA1409'HIGHWAY SHOULDER ON WEST SIDE OF SOUNDVIEW FREEWILL BAPTIST CHURCH, ON
 EA1409'PROLONGATION OF CENTERLINE OF DRIVE TO AHLSENS DEEP BAY PROPERTY, 25.0
 EA1409'FEET NORTH OF CENTERLINE OF HIGHWAY, 135.5 FEET EAST OF POWER POLE
 EA1409'WITH REFERENCE TAG, 85.6 FEET SOUTHWEST OF CHURCH FLAG POLE, 106.8
 EA1409'FEET SOUTHWEST OF SOUTHWEST CORNER OF CHURCH BUILDING AND 127.0 FEET
 EA1409'SOUTHWEST OF SOUTH END OF CHURCH BRICK SIGN.
 EA1409'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1409
 EA1409                          STATION RECOVERY (1982)
 EA1409
 EA1409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1409'RECOVERED AS DESCRIBED.
 EA1409
 EA1409                          STATION RECOVERY (1992)
 EA1409
 EA1409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1409'RECOVERED AS DESCRIBED. MARK IS IN DANGER BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8567 ***********************************************************************
 DF8567  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8567  DESIGNATION -  AHO
 DF8567  PID         -  DF8567
 DF8567  STATE/COUNTY-  NC/WATAUGA
 DF8567  USGS QUAD   -  DEEP GAP (1998)
 DF8567
 DF8567                         *CURRENT SURVEY CONTROL
 DF8567  ___________________________________________________________________
 DF8567* NAD 83(2007)-  36 09 36.29001(N)    081 37 17.02425(W)     ADJUSTED  
 DF8567* NAVD 88     -      1137.74   (meters)    3732.7    (feet)  GPS OBS   
 DF8567  ___________________________________________________________________
 DF8567  EPOCH DATE  -        2002.00
 DF8567  X           -     751,362.157 (meters)                     COMP
 DF8567  Y           -  -5,101,395.673 (meters)                     COMP
 DF8567  Z           -   3,743,200.030 (meters)                     COMP
 DF8567  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 DF8567  ELLIP HEIGHT-        1106.189 (meters)          (02/10/07) ADJUSTED
 DF8567  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 DF8567
 DF8567  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8567  Type    PID    Designation                      North   East  Ellip
 DF8567  -------------------------------------------------------------------
 DF8567  NETWORK DF8567 AHO                               0.69   0.55   1.20
 DF8567  -------------------------------------------------------------------
 DF8567
 DF8567.The horizontal coordinates were established by GPS observations
 DF8567.and adjusted by the National Geodetic Survey in February 2007.
 DF8567
 DF8567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8567.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8567.The horizontal coordinates are valid at the epoch date displayed above.
 DF8567.The epoch date for horizontal control is a decimal equivalence
 DF8567.of Year/Month/Day.
 DF8567
 DF8567.The orthometric height was determined by GPS observations and a
 DF8567.high-resolution geoid model.
 DF8567.The orthometric height was determined by GPS observations and a
 DF8567.high-resolution geoid model using precise GPS observation and
 DF8567.processing techniques.
 DF8567
 DF8567.Photographs are available for this station.
 DF8567
 DF8567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8567
 DF8567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8567
 DF8567.The ellipsoidal height was determined by GPS observations
 DF8567.and is referenced to NAD 83.
 DF8567
 DF8567.The geoid height was determined by GEOID03.
 DF8567
 DF8567;                    North         East     Units Scale Factor Converg.
 DF8567;SPC NC       -   270,477.093   373,752.964   MT  0.99999817   -1 30 46.8
 DF8567;SPC NC       -   887,390.26  1,226,221.18   sFT  0.99999817   -1 30 46.8
 DF8567;UTM  17      - 4,001,882.802   444,108.159   MT  0.99963849   -0 21 60.0
 DF8567
 DF8567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8567!SPC NC       -   0.99982642  x   0.99999817  =   0.99982459
 DF8567!UTM  17      -   0.99982642  x   0.99963849  =   0.99946497
 DF8567
 DF8567                          SUPERSEDED SURVEY CONTROL
 DF8567
 DF8567  NAD 83(1986)-  36 09 36.30080(N)    081 37 17.03038(W) AD(       ) 1
 DF8567  NAD 83(2001)-  36 09 36.29018(N)    081 37 17.02424(W) AD(       ) 1
 DF8567  ELLIP H (10/17/03) 1106.183  (m)                       GP(       ) 4 2
 DF8567
 DF8567.Superseded values are not recommended for survey control.
 DF8567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8567.See file dsdata.txt to determine how the superseded data were derived.
 DF8567
 DF8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4410801883(NAD 83)
 DF8567_MARKER: DD = SURVEY DISK
 DF8567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8567_STAMPING: AHO 2003
 DF8567_MARK LOGO: NGS   
 DF8567_PROJECTION: RECESSED 5 CENTIMETERS
 DF8567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8567+STABILITY: SURFACE MOTION
 DF8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8567+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DF8567
 DF8567  HISTORY     - Date     Condition        Report By
 DF8567  HISTORY     - 20021122 MONUMENTED       GEOMET
 DF8567  HISTORY     - 20071014 GOOD             GEOCAC
 DF8567
 DF8567                          STATION DESCRIPTION
 DF8567
 DF8567'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 DF8567'THE STATION IS LOCATED IN SOUTHERN WATAUGA COUNTY, NORTH CAROLINA, ON
 DF8567'THE BLUE RIDGE PARKWAY ABOUT 8.0KM (5 MILES) SOUTHEAST OF BOONE AND
 DF8567'6.4 KM (4 MILES) NORTHEAST OF BLOWING ROCK.  TO REACH THE STATION
 DF8567'FROM THE INTERSECTION OF US HIGHWAYS 321-221 AND THE BLUE RIDGE
 DF8567'PARKWAY OVERPASS IN BLOWING ROCK, GO NORTHEASTERLY ON THE BLUE RIDGE
 DF8567'PARKWAY FOR 6.0 KM (3.7 MILES) TO AN INTERSECTION.  TURN LEFT AND GO
 DF8567'WEST ON STATE ROUTE 1533 (AHO RAOD) FOR 0.8 KM (0.5 MILE) TO ITS
 DF8567'INTERSECTION WITH STATE ROUTE 1525 (FRIENDSHIP CHURCH ROAD) AND THE
 DF8567'STATION ON THE LEFT ON A GRASS COVERED KNOLL.  THE STATION IS 60.8
 DF8567'METERS (199.6 FEET) SOUTHWEST (MAGNETIC BEARING OF 195 DEGREES) FROM
 DF8567'AN NPS PROPERTY MONUMENT STAMPED 2F 248 WITH AN NPS WITNESS POST,
 DF8567'36.1 METERS (118.5 FEET) SOUTHEAST (MAGNETIC BEARING OF 150 DEGREES)
 DF8567'FROM THE CENTERLINE OF FRIENDSHIP CHURCH ROAD, 34.8 METERS (114.2
 DF8567'FEET) SOUTHWEST (MAGNETIC BEARING OF 200 DEGREES) FROM AN EIGHT INCH
 DF8567'BLACK LOCUST TREE WITH AN NCGS REFERENCE TAG, AND 0.7 METER (2.2
 DF8567'FEET) NORTH (MAGNETIC BEARING IF 0 DEGREES) FROM AN NPS FOUR INCH
 DF8567'DIAMETER PROPERTY LINE CONCRETE MONUMENT.  THE STATION IS A STANDARD
 DF8567'NGS BRASS DISK SET INTO A 12 INCH DIAMETER CONCRETE MONUMENT 36
 DF8567'INCHES DEEP.  IT IS RECESSED TWO INCHES BELOW THE GROUND SURFACE AND
 DF8567'STAMPED AHO 2003.
 DF8567
 DF8567                          STATION RECOVERY (2007)
 DF8567
 DF8567'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 DF8567'NOW RECESSED 2 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3910 ***********************************************************************
 EA3910  HT_MOD      -  This is a Height Modernization Survey Station.
 EA3910  DESIGNATION -  AHOE GPS
 EA3910  PID         -  EA3910
 EA3910  STATE/COUNTY-  NC/PAMLICO
 EA3910  USGS QUAD   -  CHERRY POINT (1994)
 EA3910
 EA3910                         *CURRENT SURVEY CONTROL
 EA3910  ___________________________________________________________________
 EA3910* NAD 83(2007)-  34 59 54.77977(N)    076 48 31.58740(W)     ADJUSTED  
 EA3910* NAVD 88     -         4.91   (meters)      16.1    (feet)  GPS OBS   
 EA3910  ___________________________________________________________________
 EA3910  EPOCH DATE  -        2002.00
 EA3910  X           -   1,193,607.653 (meters)                     COMP
 EA3910  Y           -  -5,092,479.946 (meters)                     COMP
 EA3910  Z           -   3,637,716.461 (meters)                     COMP
 EA3910  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 EA3910  ELLIP HEIGHT-         -32.550 (meters)          (02/10/07) ADJUSTED
 EA3910  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA3910
 EA3910  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3910  Type    PID    Designation                      North   East  Ellip
 EA3910  -------------------------------------------------------------------
 EA3910  NETWORK EA3910 AHOE GPS                          0.76   0.69   2.84
 EA3910  -------------------------------------------------------------------
 EA3910
 EA3910.The horizontal coordinates were established by GPS observations
 EA3910.and adjusted by the National Geodetic Survey in February 2007.
 EA3910
 EA3910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3910.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3910.The horizontal coordinates are valid at the epoch date displayed above.
 EA3910.The epoch date for horizontal control is a decimal equivalence
 EA3910.of Year/Month/Day.
 EA3910
 EA3910.The orthometric height was determined by GPS observations and a
 EA3910.high-resolution geoid model.
 EA3910.The orthometric height was determined by GPS observations and a
 EA3910.high-resolution geoid model using precise GPS observation and
 EA3910.processing techniques.
 EA3910
 EA3910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3910
 EA3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3910
 EA3910.The ellipsoidal height was determined by GPS observations
 EA3910.and is referenced to NAD 83.
 EA3910
 EA3910.The geoid height was determined by GEOID03.
 EA3910
 EA3910;                    North         East     Units Scale Factor Converg.
 EA3910;SPC NC       -   140,709.174   809,597.949   MT  0.99988230   +1 15 53.0
 EA3910;SPC NC       -   461,643.35  2,656,155.94   sFT  0.99988230   +1 15 53.0
 EA3910;UTM  18      - 3,874,376.945   334,933.984   MT  0.99993581   -1 02 15.6
 EA3910
 EA3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3910!SPC NC       -   1.00000511  x   0.99988230  =   0.99988741
 EA3910!UTM  18      -   1.00000511  x   0.99993581  =   0.99994092
 EA3910
 EA3910                          SUPERSEDED SURVEY CONTROL
 EA3910
 EA3910  NAD 83(2001)-  34 59 54.78031(N)    076 48 31.58643(W) AD(       ) 1
 EA3910  ELLIP H (03/13/03)  -32.564  (m)                       GP(       ) 4 2
 EA3910  NAD 83(1986)-  34 59 54.79125(N)    076 48 31.59676(W) AD(       ) 1
 EA3910  NAD 83(1986)-  34 59 54.79422(N)    076 48 31.59659(W) AD(       ) 2
 EA3910  NGVD 29 (08/11/92)    5.2    (m)           17.     (f) GPS OBS     3  
 EA3910
 EA3910.Superseded values are not recommended for survey control.
 EA3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3910.See file dsdata.txt to determine how the superseded data were derived.
 EA3910
 EA3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3493474377(NAD 83)
 EA3910_MARKER: DD = SURVEY DISK
 EA3910_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EA3910+WITH SETTING: INFORMATION.
 EA3910_SP_SET: CONCRETE MONUMENT
 EA3910_STAMPING: AHOE 1991
 EA3910_MARK LOGO: NOS   
 EA3910_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EA3910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3910+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EA3910
 EA3910  HISTORY     - Date     Condition        Report By
 EA3910  HISTORY     - 1991     MONUMENTED       NOS
 EA3910  HISTORY     - 20010515 GOOD             NCGS
 EA3910
 EA3910                          STATION DESCRIPTION
 EA3910
 EA3910'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 EA3910'THE STATION IS LOCATED 2.0 MI (3.22 KM) SOUTH SOUTHEAST OF ARAPAHOE
 EA3910'AND 1.5 MILES NORTH OF WILKINSON POINT ON THE NORTH SIDE OF STATE
 EA3910'ROUTE 1302.
 EA3910'TO REACH THE STATION FROM THE ARAPAHOE FIRE DEPARTMENT ON
 EA3910'NC HWY 306 IN ARAPAHOE, PROCEED SOUTH ON NC 306 FOR 2.0 MI (3.22 KM)
 EA3910'TO NC 1302 ON THE LEFT.  TURN LEFT INTO NC 1302 AND PROCEED EAST FOR
 EA3910'0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.
 EA3910'THE STATION IS A
 EA3910'STANDARD NOS ALUMINUM DISK STAMPED  AHOE 1991  ATTACHED TO THE TOP OF
 EA3910'A 42 INCH ALUMINUM ROD DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS
 EA3910'OF CONCRETE.  THE MARK IS FLUSH WITH THE GROUND.  IT IS 22.74 M
 EA3910'(74.61 FT) NORTH NORTHEAST OF A TELEPHONE POLE, 8.34 M (27.36 FT)
 EA3910'NORTH OF THE CENTERLINE OF NC HWY 1302, 5.30 M (17.39 FT) NORTH OF THE
 EA3910'NORTH EDGE OF THE ROAD, AND 0.91 M (2.99 FT) NORTH OF THE CENTER OF
 EA3910'THE DITCH ON THE NORTH SIDE OF NC HWY 1302.
 EA3910'DESCRIBEDE BY RPB
 EA3910
 EA3910                          STATION RECOVERY (2001)
 EA3910
 EA3910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA3910'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA3910'CORRECTIONS.
 EA3910'MARK IS RECESSED 2 INCHES BELOW THE GROUND AND IS ABOUT 2-FT HIGHER
 EA3910'THAN SR 1302. LOCATED 74.61 FT (22.74 M) NORTHEAST OF A POWER POLE
 EA3910'WITH REFERENCE TAG AND BETWEEN 2 FARM PATHS LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4147 ***********************************************************************
 FX4147  DESIGNATION -  AHOSKIE
 FX4147  PID         -  FX4147
 FX4147  STATE/COUNTY-  NC/HERTFORD
 FX4147  USGS QUAD   -  UNION (1977)
 FX4147
 FX4147                         *CURRENT SURVEY CONTROL
 FX4147  ___________________________________________________________________
 FX4147* NAD 83(2001)-  36 18 10.32982(N)    077 01 38.20421(W)     ADJUSTED  
 FX4147* NAVD 88     -        26.04   (+/-2cm)      85.4    (feet)  VERTCON   
 FX4147  ___________________________________________________________________
 FX4147  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FX4147  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 FX4147  HORZ ORDER  -  FIRST
 FX4147  VERT ORDER  -  THIRD ? (See Below)
 FX4147
 FX4147.The horizontal coordinates were established by classical geodetic methods
 FX4147.and adjusted by the National Geodetic Survey in August 2005.
 FX4147
 FX4147.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4147.The vertical order pertains to the NGVD 29 superseded value.
 FX4147
 FX4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4147
 FX4147.The geoid height was determined by GEOID03.
 FX4147
 FX4147;                    North         East     Units Scale Factor Converg.
 FX4147;SPC NC       -   284,968.096   786,782.004   MT  1.00004086   +1 08 18.9
 FX4147;SPC NC       -   934,932.83  2,581,300.62   sFT  1.00004086   +1 08 18.9
 FX4147;UTM  18      - 4,019,448.970   317,975.908   MT  1.00000824   -1 12 02.1
 FX4147
 FX4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4147!SPC NC       -   1.00000145  x   1.00004086  =   1.00004231
 FX4147!UTM  18      -   1.00000145  x   1.00000824  =   1.00000969
 FX4147
 FX4147:                Primary Azimuth Mark                     Grid Az
 FX4147:SPC NC       -  AHOSKIE AZ MK                            020 50 00.3
 FX4147:UTM  18      -  AHOSKIE AZ MK                            023 10 21.3
 FX4147
 FX4147|---------------------------------------------------------------------|
 FX4147| PID    Reference Object                     Distance      Geod. Az  |
 FX4147|                                                           dddmmss.s |
 FX4147| FX4539 AHOSKIE AZ MK                       477.505 METERS 0215819.2 |
 FX4147| FX5224 AHOSKIE MOTOROLA COMM MAST          APPROX. 2.6 KM 0413525.3 |
 FX4147| FX4149 AHOSKIE RM A 1965                    26.064 METERS 07337     |
 FX4147| FX3935 AHOSKIE NC HWY COMM RAD KIK TR      APPROX. 4.1 KM 1142500.0 |
 FX4147| FX5260 FIVE                                492.063 METERS 1145032.0 |
 FX4147| FX3934 AHOSKIE MUNICIPAL TANK              APPROX. 4.2 KM 1233321.4 |
 FX4147| FX4148 THOMAS USE 1959                      56.292 METERS 16723     |
 FX4147| FX4145 AHOSKIE RADIO STA WRCS MAST         APPROX. 2.6 KM 1903915.2 |
 FX4147| FX4540 AHOSKIE RM 1                         79.318 METERS 27900     |
 FX4147| FX5225 AHOSKIE ROANOKE ELEC RAD NEW        APPROX. 1.5 KM 3362912.5 |
 FX4147| FX4146 AHOSKIE ROANOKE ELEC RAD MAST       APPROX. 1.5 KM 3363031.6 |
 FX4147|---------------------------------------------------------------------|
 FX4147
 FX4147                          SUPERSEDED SURVEY CONTROL
 FX4147
 FX4147  NAD 83(1993)-  36 18 10.33403(N)    077 01 38.20526(W) AD(       ) 1
 FX4147  NAD 83(1986)-  36 18 10.33912(N)    077 01 38.21751(W) AD(       ) 1
 FX4147  NAD 27      -  36 18 09.78030(N)    077 01 39.36060(W) AD(       ) 1
 FX4147  NGVD 29 (01/18/91)   26.39   (m)           86.6    (f) LEVELING    3  
 FX4147
 FX4147.Superseded values are not recommended for survey control.
 FX4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4147.See file dsdata.txt to determine how the superseded data were derived.
 FX4147
 FX4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1797619449(NAD 83)
 FX4147_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4147+STABILITY: SURFACE MOTION
 FX4147
 FX4147  HISTORY     - Date     Condition        Report By
 FX4147  HISTORY     - 1959     MONUMENTED       CGS
 FX4147  HISTORY     - 1962     GOOD             CGS
 FX4147  HISTORY     - 1965     GOOD             CGS
 FX4147  HISTORY     - 1980     GOOD             NCGS
 FX4147
 FX4147                          STATION DESCRIPTION
 FX4147
 FX4147'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX4147'THE STATION IS 2 MILES WEST-NORTHWEST OF AHOSKIE, 0.2 MILE
 FX4147'SOUTHWEST OF FRAZIER CROSSROADS, NEAR THE SITE OF THE THOMAS
 FX4147'FIRE TOWER AND ON PROPERTY OWNED BY MR. W.A. THOMAS.
 FX4147'
 FX4147'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 FX4147'U.S. HIGHWAY 13 AT THE WEST EDGE OF THE BUSINESS DISTRICT IN
 FX4147'AHOSKIE, GO NORTH ON U.S. HIGHWAY 13 0.2 MILE TO FIRST
 FX4147'STREET.  TURN LEFT AND GO WESTERLY ON THE SURFACED ROAD FOR
 FX4147'2.2 MILES TO THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE
 FX4147'CROSSROADS.  TURN LEFT AND GO SOUTHERLY ON THE SURFACED ROAD
 FX4147'0.2 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT, PASS TO
 FX4147'THE RIGHT OF THE HOUSE AND FOLLOW THE DIRT ROAD WEST AND SOUTH
 FX4147'0.2 MILE TO THE STATION ON THE RIGHT IN THE CULTIVATED FIELD.
 FX4147'
 FX4147'STATION MARKS ARE STANDARD DISKS STAMPED AHOSKIE 1959.  THE
 FX4147'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 16 INCHES BELOW
 FX4147'THE SURFACE OF THE GROUND.  IT IS 99.5 FEET NORTH-NORTHWEST OF
 FX4147'A TELEPHONE POLE, 172.5 FEET NORTH OF THE NORTHWEST LEG OF
 FX4147'THE LOOKOUT TOWER, 103 FEET SOUTHWEST OF A TELEPHONE POLE AND
 FX4147'28.5 FEET WEST OF THE CENTER OF THE DIRT ROAD.  THE UNDERGROUND
 FX4147'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 FX4147'THE SURFACE OF THE GROUND.
 FX4147'
 FX4147'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AHOSKIE NO 1
 FX4147'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FX4147'INCHES.  IT IS ON THE EAST SIDE OF A WOODED AREA, 19 FEET
 FX4147'SOUTH-SOUTHEAST OF A 16-INCH PINE TREE WITH A TRIANGLE BLAZE
 FX4147'ON THE SOUTH SIDE AND 14 FEET NORTH OF A 16-INCH TREE WITH A
 FX4147'TRIANGLE BLAZE ON THE EAST SIDE.
 FX4147'
 FX4147'REFERENCE MARK NO. 2, A STANDARD U.S. ARMY CORPS OF ENGINEERS
 FX4147'TRIANGULATION STATION DISK STAMPED THOMAS 30 ENG. 2 ND. ORD., IS
 FX4147'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS IN
 FX4147'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 FX4147'
 FX4147'AZIMUTH MARK, A STANDARD DISK STAMPED AHOSKIE 1959, IS SET IN
 FX4147'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 61.5
 FX4147'FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, 44 FEET NORTH
 FX4147'OF THE CENTER OF THE EAST-WEST ROAD AND 29 FEET WEST OF THE
 FX4147'CENTER OF THE NORTH-SOUTH ROAD.  A STANDARD WITNESS POST WAS SET
 FX4147'1.8 FEET NORTH-NORTHEAST OF THE MARK.
 FX4147'
 FX4147'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FX4147
 FX4147                          STATION RECOVERY (1962)
 FX4147
 FX4147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX4147'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 FX4147'GOOD CONDITION.  THE WITNESS SIGN AT THE AZIMUTH MARK WAS
 FX4147'FOUND DESTROYED AND WAS REPLACED WITH A NEW SIGN.
 FX4147
 FX4147                          STATION RECOVERY (1965)
 FX4147
 FX4147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 FX4147'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FX4147'CONDITION.  THE 1959 DESCRIPTION IS ADEQUATE.
 FX4147'
 FX4147'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FX4147'AHOSKIE RM A.
 FX4147
 FX4147                          STATION RECOVERY (1980)
 FX4147
 FX4147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX4147'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION BUT NOT AS
 FX4147'DESCRIBED IN 1959.  REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED
 FX4147'AS DESCRIBED.  REFERENCE MARK 1 WAS FOUND PUSHED OVER.  A NEW
 FX4147'DESCRIPTION WAS WRITTEN DUE TO ROAD CONSTRUCTION IN AREA.
 FX4147'
 FX4147'THE STATION IS ABOUT 0.2 MILE SOUTHWEST OF FRAZIERS CROSSROADS AND 2.2
 FX4147'MILES WEST-NORTHWEST OF AHOSKIE.  TO REACH THE STATION FROM THE
 FX4147'INTERSECTION OF NC 11 AND NC 561 NORTHWEST OF AHOSKIE, PROCEED WEST
 FX4147'ALONG NC 561 FOR 0.4 MILE TO SR 1108 AT FRAIZERS CROSSROAD, THENCE
 FX4147'SOUTH ALONG SR 1108 FOR 0.2 MILE TO A BLOCK HOUSE, THENCE WEST AND
 FX4147'SOUTH ALONG DRIVE FOR 0.2 MILE TO FIRE TOWER AND STATION ON RIGHT IN
 FX4147'CULTIVATED FIELD.
 FX4147'
 FX4147'STATION MARK IS A STANDARD DISK STAMPED---AHOSKIE 1959---SET IN A
 FX4147'SQUARE CONCRETE MONUMENT WHICH IS 8 INCHES BELOW GROUND SURFACE.  IT
 FX4147'IS 28.5 FEET WEST OF CENTER OF DIRT ROAD, 172.5 FEET NORTH OF
 FX4147'NORTHWEST LEG OF FIRE TOWER, 184.7 FEET NORTH OF 30TH ENGINEER MARKER
 FX4147'--THOMAS RM 2--.
 FX4147'
 FX4147'REFERENCE MARK 2 STAMPED---THOMAS 30 ENGR 2ND ORD---IS A STANDARD
 FX4147'CORPS OF ENGINEER DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH
 FX4147'IS 4 INCHES ABOVE GROUND SURFACE.  IT IS IN CENTER OF BASE OF FIRE
 FX4147'TOWER.
 FX4147'
 FX4147'AZIMUTH MARK STAMPED---AHOSKIE 1959---IS A STANDARD AZIMUTH MARK DISK
 FX4147'SET IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 6 INCHES ABOVE THE
 FX4147'GROUND SURFACE. IT IS 1.9 FEET SOUTHEAST OF WITNESS POST, 44.0 FEET
 FX4147'NORTH OF CENTERLINE OF NC 561, 29.0 FEET WEST OF CENTERLINE OF
 FX4147'SR 1108.  TO REACH FROM STATION PROCEED EAST ALONG DRIVE FOR 0.2 MILE
 FX4147'TO SR 1108, THENCE 0.2 MILE NORTH ALONG SR 1108 TO NC 561 AND STATION
 FX4147'IN NORTHWEST QUADRANT OF CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5223 ***********************************************************************
 FX5223  DESIGNATION -  AHOSKIE ALAMAC KNITTING TANK
 FX5223  PID         -  FX5223
 FX5223  STATE/COUNTY-  NC/HERTFORD
 FX5223  USGS QUAD   -  UNION (1977)
 FX5223
 FX5223                         *CURRENT SURVEY CONTROL
 FX5223  ___________________________________________________________________
 FX5223* NAD 83(2001)-  36 16 02.66619(N)    077 00 05.92643(W)     ADJUSTED  
 FX5223* NAVD 88     -              **(meters)            **(feet)            
 FX5223  ___________________________________________________________________
 FX5223  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 FX5223  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX5223  HORZ ORDER  -  THIRD
 FX5223
 FX5223.The horizontal coordinates were established by classical geodetic methods
 FX5223.and adjusted by the National Geodetic Survey in August 2005.
 FX5223
 FX5223
 FX5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5223
 FX5223.The geoid height was determined by GEOID03.
 FX5223
 FX5223;                    North         East     Units Scale Factor Converg.
 FX5223;SPC NC       -   281,079.773   789,163.120   MT  1.00002967   +1 09 12.2
 FX5223;SPC NC       -   922,175.89  2,589,112.67   sFT  1.00002967   +1 09 12.2
 FX5223;UTM  18      - 4,015,466.855   320,196.315   MT  0.99999835   -1 11 03.8
 FX5223
 FX5223                          SUPERSEDED SURVEY CONTROL
 FX5223
 FX5223  NAD 83(1993)-  36 16 02.67038(N)    077 00 05.92792(W) AD(       ) 4
 FX5223  NAD 83(1986)-  36 16 02.67496(N)    077 00 05.93557(W) AD(       ) 4
 FX5223
 FX5223.Superseded values are not recommended for survey control.
 FX5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5223.See file dsdata.txt to determine how the superseded data were derived.
 FX5223
 FX5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2019615467(NAD 83)
 FX5223_MARKER: 42 = RADIO/TV MAST
 FX5223
 FX5223  HISTORY     - Date     Condition        Report By
 FX5223  HISTORY     - 1980     FIRST OBSERVED   NCGS
 FX5223
 FX5223                          STATION DESCRIPTION
 FX5223
 FX5223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5223'STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF AHOSKIE.
 FX5223'
 FX5223'THE TANK IS APPROXIMATELY 375 FEET NORTH OF SEABOARD COASTLINE
 FX5223'RAILROAD, 650 FEET SOUTH OF SR 1105 AND 550 FEET SOUTHWEST OF SR 1105
 FX5223'AND RAILROAD CROSSING, ON ALAMAC KNITTING MILL PROPERTY.
 FX5223'
 FX5223'STATION IS A STANDARD TANK BALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4539 ***********************************************************************
 FX4539  DESIGNATION -  AHOSKIE AZ MK
 FX4539  PID         -  FX4539
 FX4539  STATE/COUNTY-  NC/HERTFORD
 FX4539  USGS QUAD   -  UNION (1977)
 FX4539
 FX4539                         *CURRENT SURVEY CONTROL
 FX4539  ___________________________________________________________________
 FX4539* NAD 83(2001)-  36 18 24.69619(N)    077 01 31.04300(W)     ADJUSTED  
 FX4539* NAVD 88     -        20.28   (+/-2cm)      66.5    (feet)  VERTCON   
 FX4539  ___________________________________________________________________
 FX4539  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 FX4539  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 FX4539  HORZ ORDER  -  SECOND
 FX4539  VERT ORDER  -  THIRD ? (See Below)
 FX4539
 FX4539.The horizontal coordinates were established by classical geodetic methods
 FX4539.and adjusted by the National Geodetic Survey in August 2005.
 FX4539
 FX4539.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4539.The vertical order pertains to the NGVD 29 superseded value.
 FX4539
 FX4539.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4539
 FX4539.The geoid height was determined by GEOID03.
 FX4539
 FX4539;                    North         East     Units Scale Factor Converg.
 FX4539;SPC NC       -   285,414.401   786,951.835   MT  1.00004214   +1 08 23.1
 FX4539;SPC NC       -   936,397.08  2,581,857.81   sFT  1.00004214   +1 08 23.1
 FX4539;UTM  18      - 4,019,887.956   318,163.808   MT  1.00000740   -1 11 58.3
 FX4539
 FX4539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4539!SPC NC       -   1.00000236  x   1.00004214  =   1.00004450
 FX4539!UTM  18      -   1.00000236  x   1.00000740  =   1.00000976
 FX4539
 FX4539                          SUPERSEDED SURVEY CONTROL
 FX4539
 FX4539  NAD 83(1993)-  36 18 24.70045(N)    077 01 31.04420(W) AD(       ) 2
 FX4539  NAD 83(1986)-  36 18 24.70544(N)    077 01 31.05623(W) AD(       ) 2
 FX4539  NGVD 29 (01/18/91)   20.63   (m)           67.7    (f) LEVELING    3  
 FX4539
 FX4539.Superseded values are not recommended for survey control.
 FX4539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4539.See file dsdata.txt to determine how the superseded data were derived.
 FX4539
 FX4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1816419888(NAD 83)
 FX4539_MARKER: DZ = AZIMUTH MARK DISK
 FX4539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4539+STABILITY: SURFACE MOTION
 FX4539
 FX4539  HISTORY     - Date     Condition        Report By
 FX4539  HISTORY     - 1959     MONUMENTED       CGS
 FX4539  HISTORY     - 1980     GOOD             NCGS
 FX4539  HISTORY     - 1985     GOOD             USPSQD
 FX4539
 FX4539                          STATION DESCRIPTION
 FX4539
 FX4539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX4539'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHWEST OF AHOSKIE
 FX4539'AND AT FRAZIERS CROSSROADS.
 FX4539'
 FX4539'TO REACH THE STATION FROM THE INTERSECTION OF NC 11 WITH NC 561 WEST
 FX4539'OF AHOSKIE, PROCEED WEST ALONG NC 561 FOR 0.4 MILE TO SR 1108 AND
 FX4539'STATION IN NORTHWEST QUADRANT OF FRAZIERS CROSSROADS.
 FX4539'
 FX4539'STATION IS A STANDARD DISK STAMPED---AHOSKIE 1959---SET IN THE TOP OF
 FX4539'A 10 INCH CONCRETE POST, WHICH IS 6 INCHES ABOVE THE GROUND SURFACE.
 FX4539'MARK IS 1.9 FEET SOUTHEAST OF WITNESS POST, 44.0 FEET NORTH OF
 FX4539'CENTERLINE OF NC 561 AND 29.0 FEET WEST OF CENTERLINE OF SR 1108.
 FX4539
 FX4539                          STATION RECOVERY (1985)
 FX4539
 FX4539'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX4539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5224 ***********************************************************************
 FX5224  DESIGNATION -  AHOSKIE MOTOROLA COMM MAST
 FX5224  PID         -  FX5224
 FX5224  STATE/COUNTY-  NC/HERTFORD
 FX5224  USGS QUAD   -  UNION (1977)
 FX5224
 FX5224                         *CURRENT SURVEY CONTROL
 FX5224  ___________________________________________________________________
 FX5224* NAD 83(2001)-  36 19 12.35362(N)    077 00 30.17363(W)     ADJUSTED  
 FX5224* NAVD 88     -              **(meters)            **(feet)            
 FX5224  ___________________________________________________________________
 FX5224  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 FX5224  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 FX5224  HORZ ORDER  -  THIRD
 FX5224
 FX5224.The horizontal coordinates were established by classical geodetic methods
 FX5224.and adjusted by the National Geodetic Survey in August 2005.
 FX5224
 FX5224
 FX5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5224
 FX5224.The geoid height was determined by GEOID03.
 FX5224
 FX5224;                    North         East     Units Scale Factor Converg.
 FX5224;SPC NC       -   286,913.479   788,440.699   MT  1.00004644   +1 08 58.2
 FX5224;SPC NC       -   941,315.31  2,586,742.53   sFT  1.00004644   +1 08 58.2
 FX5224;UTM  18      - 4,021,324.955   319,712.557   MT  1.00000049   -1 11 23.6
 FX5224
 FX5224                          SUPERSEDED SURVEY CONTROL
 FX5224
 FX5224  NAD 83(1993)-  36 19 12.35864(N)    077 00 30.17541(W) AD(       ) 4
 FX5224  NAD 83(1986)-  36 19 12.36324(N)    077 00 30.18673(W) AD(       ) 4
 FX5224
 FX5224.Superseded values are not recommended for survey control.
 FX5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5224.See file dsdata.txt to determine how the superseded data were derived.
 FX5224
 FX5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1971321325(NAD 83)
 FX5224_MARKER: 42 = RADIO/TV MAST
 FX5224
 FX5224  HISTORY     - Date     Condition        Report By
 FX5224  HISTORY     - 1980     FIRST OBSERVED   NCGS
 FX5224  HISTORY     - 19850313 GOOD             NCGS
 FX5224
 FX5224                          STATION DESCRIPTION
 FX5224
 FX5224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5224'STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTH-NORTHWEST OF AHOSKIE.
 FX5224'TO REACH STATION FROM INTERSECTION OF NC 11 WITH SR 1130 NORTHWEST OF
 FX5224'AHOSKIE, PROCEED WEST ALONG SR 1130 FOR 0.2 MILE TO IVERMANS
 FX5224'AUTOMOTIVE SHOP, THENCE SOUTH ALONG DRIVE FOR 0.1 MILE TO STATION ON
 FX5224'WEST SIDE OF FRAMED HOUSE, A SLENDER STEEL STRUCTURE APPROXIMATELY 300
 FX5224'FEET TALL WITH ANTENNA AT TOP MAST, A RED BLINKING LIGHT AT TOP OF
 FX5224'MAST IS POINT INTERSECTION.
 FX5224
 FX5224                          STATION RECOVERY (1985)
 FX5224
 FX5224'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX5224'RECOVERED AS DESCRIBED IN 1985 AND AGAIN IN 1992.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3934 ***********************************************************************
 FX3934  DESIGNATION -  AHOSKIE MUNICIPAL TANK
 FX3934  PID         -  FX3934
 FX3934  STATE/COUNTY-  NC/HERTFORD
 FX3934  USGS QUAD   -  AHOSKIE (1982)
 FX3934
 FX3934                         *CURRENT SURVEY CONTROL
 FX3934  ___________________________________________________________________
 FX3934* NAD 83(2001)-  36 16 55.05242(N)    076 59 18.07296(W)     ADJUSTED  
 FX3934* NAVD 88     -              **(meters)            **(feet)            
 FX3934  ___________________________________________________________________
 FX3934  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 FX3934  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 FX3934  HORZ ORDER  -  THIRD
 FX3934
 FX3934.The horizontal coordinates were established by classical geodetic methods
 FX3934.and adjusted by the National Geodetic Survey in August 2005.
 FX3934
 FX3934
 FX3934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3934
 FX3934.The geoid height was determined by GEOID03.
 FX3934
 FX3934;                    North         East     Units Scale Factor Converg.
 FX3934;SPC NC       -   282,718.337   790,324.645   MT  1.00003422   +1 09 39.8
 FX3934;SPC NC       -   927,551.74  2,592,923.44   sFT  1.00003422   +1 09 39.8
 FX3934;UTM  18      - 4,017,056.616   321,423.670   MT  0.99999293   -1 10 37.0
 FX3934
 FX3934                          SUPERSEDED SURVEY CONTROL
 FX3934
 FX3934  NAD 83(1993)-  36 16 55.05675(N)    076 59 18.07424(W) AD(       ) 4
 FX3934  NAD 83(1986)-  36 16 55.06193(N)    076 59 18.08654(W) AD(       ) 4
 FX3934  NAD 27      -  36 16 54.50100(N)    076 59 19.23400(W) AD(       ) 3
 FX3934
 FX3934.Superseded values are not recommended for survey control.
 FX3934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3934.See file dsdata.txt to determine how the superseded data were derived.
 FX3934
 FX3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2142417057(NAD 83)
 FX3934_MARKER: 53 = ELEVATED TANK
 FX3934
 FX3934  HISTORY     - Date     Condition        Report By
 FX3934  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX3934  HISTORY     - 1965     GOOD             CGS
 FX3934  HISTORY     - 1980     GOOD             NCGS
 FX3934
 FX3934                          STATION DESCRIPTION
 FX3934
 FX3934'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX3934'THE STATION IS THE WATER TANK IN THE SOUTHEAST PART OF AHOSKIE
 FX3934'ALONG THE NORTH SIDE OF U.S. HIGHWAY 13.  IT IS AN ELEVATED STEEL
 FX3934'STRUCTURE, SUPPORTED BY 6 LEGS AND IS 140 FEET HIGH.  THE BALL ON
 FX3934'TANK AS POINT LOCATED.  THERE ARE LETTERS AHOSKIE, PAINTED RED, ON
 FX3934'THE EAST SIDE OF TANK.
 FX3934
 FX3934                          STATION RECOVERY (1965)
 FX3934
 FX3934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 FX3934'THE BALL AT THE TOP CENTER OF THE AHOSKIE MUNICIPAL WATER TANK,
 FX3934'LOCATED AT THE SOUTHWEST CORNER OF AHOSKIE AND ON THE NORTH SIDE
 FX3934'OF U.S. HIGHWAY 13.  THE TANK IS PAINTED SILVER SUPPORTED BY A
 FX3934'FOUR-LEGGED STEEL STRUCTURE AND IS ABOUT 125 FEET HIGH.
 FX3934
 FX3934                          STATION RECOVERY (1980)
 FX3934
 FX3934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX3934'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3935 ***********************************************************************
 FX3935  DESIGNATION -  AHOSKIE NC HWY COMM RAD KIK TR
 FX3935  PID         -  FX3935
 FX3935  STATE/COUNTY-  NC/HERTFORD
 FX3935  USGS QUAD   -  AHOSKIE (1982)
 FX3935
 FX3935                         *CURRENT SURVEY CONTROL
 FX3935  ___________________________________________________________________
 FX3935* NAD 83(2001)-  36 17 14.88617(N)    076 59 07.42142(W)     ADJUSTED  
 FX3935* NAVD 88     -              **(meters)            **(feet)            
 FX3935  ___________________________________________________________________
 FX3935  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 FX3935  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 FX3935  HORZ ORDER  -  THIRD
 FX3935
 FX3935.The horizontal coordinates were established by classical geodetic methods
 FX3935.and adjusted by the National Geodetic Survey in August 2005.
 FX3935
 FX3935
 FX3935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3935
 FX3935.The geoid height was determined by GEOID03.
 FX3935
 FX3935;                    North         East     Units Scale Factor Converg.
 FX3935;SPC NC       -   283,334.966   790,578.013   MT  1.00003596   +1 09 46.0
 FX3935;SPC NC       -   929,574.80  2,593,754.70   sFT  1.00003596   +1 09 46.0
 FX3935;UTM  18      - 4,017,662.370   321,701.971   MT  0.99999170   -1 10 31.2
 FX3935
 FX3935                          SUPERSEDED SURVEY CONTROL
 FX3935
 FX3935  NAD 83(1993)-  36 17 14.89042(N)    076 59 07.42321(W) AD(       ) 4
 FX3935  NAD 83(1986)-  36 17 14.89575(N)    076 59 07.43474(W) AD(       ) 4
 FX3935  NAD 27      -  36 17 14.33600(N)    076 59 08.58200(W) AD(       ) 3
 FX3935
 FX3935.Superseded values are not recommended for survey control.
 FX3935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3935.See file dsdata.txt to determine how the superseded data were derived.
 FX3935
 FX3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2170217662(NAD 83)
 FX3935_MARKER: 43 = RADIO/TV TOWER
 FX3935
 FX3935  HISTORY     - Date     Condition        Report By
 FX3935  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX3935
 FX3935                          STATION DESCRIPTION
 FX3935
 FX3935'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX3935'THE STATION IS THE TOWER IN THE NORTHERN EDGE OF AHOSKIE, 3 BLOCKS
 FX3935'NORTHWEST OF THE MAIN BUSINESS DISTRICT.  THE TOWER IS A 3-LEGGED
 FX3935'STEEL STRUCTURE, SELF SUPPORTING, WITH A SHORT ANTENNA PROJECTING
 FX3935'ABOVE THE TOWER FRAMEWORK, AND IS 149.9 FEET IN HEIGHT OVERALL.
 FX3935'THE ANTENNA WAS POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4145 ***********************************************************************
 FX4145  DESIGNATION -  AHOSKIE RADIO STA WRCS MAST
 FX4145  PID         -  FX4145
 FX4145  STATE/COUNTY-  NC/HERTFORD
 FX4145  USGS QUAD   -  UNION (1977)
 FX4145
 FX4145                         *CURRENT SURVEY CONTROL
 FX4145  ___________________________________________________________________
 FX4145* NAD 83(2001)-  36 16 46.94456(N)    077 01 57.57824(W)     ADJUSTED  
 FX4145* NAVD 88     -              **(meters)            **(feet)            
 FX4145  ___________________________________________________________________
 FX4145  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 FX4145  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 FX4145  HORZ ORDER  -  THIRD
 FX4145
 FX4145.The horizontal coordinates were established by classical geodetic methods
 FX4145.and adjusted by the National Geodetic Survey in August 2005.
 FX4145
 FX4145
 FX4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4145
 FX4145.The geoid height was determined by GEOID03.
 FX4145
 FX4145;                    North         East     Units Scale Factor Converg.
 FX4145;SPC NC       -   282,388.692   786,349.645   MT  1.00003351   +1 08 07.8
 FX4145;SPC NC       -   926,470.23  2,579,882.13   sFT  1.00003351   +1 08 07.8
 FX4145;UTM  18      - 4,016,889.430   317,438.659   MT  1.00001066   -1 12 11.2
 FX4145
 FX4145                          SUPERSEDED SURVEY CONTROL
 FX4145
 FX4145  NAD 83(1993)-  36 16 46.94868(N)    077 01 57.57894(W) AD(       ) 4
 FX4145  NAD 83(1986)-  36 16 46.95434(N)    077 01 57.59171(W) AD(       ) 4
 FX4145  NAD 27      -  36 16 46.39400(N)    077 01 58.73400(W) AD(       ) 3
 FX4145
 FX4145.Superseded values are not recommended for survey control.
 FX4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4145.See file dsdata.txt to determine how the superseded data were derived.
 FX4145
 FX4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1743916889(NAD 83)
 FX4145_MARKER: 42 = RADIO/TV MAST
 FX4145
 FX4145  HISTORY     - Date     Condition        Report By
 FX4145  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX4145  HISTORY     - 1980     GOOD             NCGS
 FX4145  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FX4145
 FX4145                          STATION DESCRIPTION
 FX4145
 FX4145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX4145'THE STATION IS THE FLASHING RED LIGHT AT THE TOP CENTER OF
 FX4145'MAST, LOCATED 3.5 MILES WEST OF AHOSKIE ALONG THE SOUTH SIDE OF
 FX4145'STATE HIGHWAY 350.  THE MAST IS A SLENDER STEEL STRUCTURE 305
 FX4145'FEET HIGH AND IS SUPPORTED BY GUY WIRES.  IT IS PAINTED RED AND
 FX4145'WHITE.
 FX4145
 FX4145                          STATION RECOVERY (1980)
 FX4145
 FX4145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX4145'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX4145
 FX4145                          STATION RECOVERY (1985)
 FX4145
 FX4145'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX4145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4149 ***********************************************************************
 FX4149  DESIGNATION -  AHOSKIE RM A 1965
 FX4149  PID         -  FX4149
 FX4149  STATE/COUNTY-  NC/HERTFORD
 FX4149  USGS QUAD   -  UNION (1977)
 FX4149
 FX4149                         *CURRENT SURVEY CONTROL
 FX4149  ___________________________________________________________________
 FX4149* NAD 83(2001)-  36 18 10.56843(N)    077 01 37.20202(W)     ADJUSTED  
 FX4149* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 FX4149  ___________________________________________________________________
 FX4149  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FX4149  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 FX4149  HORZ ORDER  -  FIRST
 FX4149
 FX4149.The horizontal coordinates were established by classical geodetic methods
 FX4149.and adjusted by the National Geodetic Survey in August 2005.
 FX4149
 FX4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4149
 FX4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4149
 FX4149.The geoid height was determined by GEOID03.
 FX4149
 FX4149;                    North         East     Units Scale Factor Converg.
 FX4149;SPC NC       -   284,975.947   786,806.858   MT  1.00004088   +1 08 19.5
 FX4149;SPC NC       -   934,958.59  2,581,382.17   sFT  1.00004088   +1 08 19.5
 FX4149;UTM  18      - 4,019,455.799   318,001.061   MT  1.00000813   -1 12 01.5
 FX4149
 FX4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4149!SPC NC       -   1.00000172  x   1.00004088  =   1.00004260
 FX4149!UTM  18      -   1.00000172  x   1.00000813  =   1.00000985
 FX4149
 FX4149:                Primary Azimuth Mark                     Grid Az
 FX4149:SPC NC       -  AHOSKIE MUNICIPAL TANK                   122 41 27.0
 FX4149:UTM  18      -  AHOSKIE MUNICIPAL TANK                   125 01 48.0
 FX4149
 FX4149|---------------------------------------------------------------------|
 FX4149| PID    Reference Object                     Distance      Geod. Az  |
 FX4149|                                                           dddmmss.s |
 FX4149| FX3934 AHOSKIE MUNICIPAL TANK              APPROX. 4.2 KM 1234946.5 |
 FX4149| FX4147 AHOSKIE                              26.064 METERS 25337     |
 FX4149| FX4144 VAUGHN                              APPROX.12.0 KM 3224431.8 |
 FX4149|---------------------------------------------------------------------|
 FX4149
 FX4149                          SUPERSEDED SURVEY CONTROL
 FX4149
 FX4149  NAD 83(1993)-  36 18 10.57264(N)    077 01 37.20308(W) AD(       ) 1
 FX4149  NAD 83(1986)-  36 18 10.57774(N)    077 01 37.21530(W) AD(       ) 1
 FX4149  NAD 27      -  36 18 10.01891(N)    077 01 38.35843(W) AD(       ) 1
 FX4149  NGVD 29 (07/19/86)   24.7    (m)           81.     (f) VERT ANG    3  
 FX4149
 FX4149.Superseded values are not recommended for survey control.
 FX4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4149.See file dsdata.txt to determine how the superseded data were derived.
 FX4149
 FX4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1800119456(NAD 83)
 FX4149_MARKER: DS = TRIANGULATION STATION DISK
 FX4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4149+STABILITY: SURFACE MOTION
 FX4149
 FX4149  HISTORY     - Date     Condition        Report By
 FX4149  HISTORY     - 1965     MONUMENTED       CGS
 FX4149
 FX4149                          STATION DESCRIPTION
 FX4149
 FX4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 FX4149'THE STATION IS LOCATED 2 MILES WEST-NORTHWEST OF AHOSKIE, 0.2
 FX4149'MILE SOUTHWEST OF FRAZIER CROSSROADS, NEAR THE SITE OF THE
 FX4149'THOMAS FIRE TOWER AND ON PROPERTY OWNED BY MR. W.A. THOMAS.
 FX4149'
 FX4149'THE STATION MARK IS A STANDARD DISK, STAMPED---AHOSKIE RM A 1965---,
 FX4149'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 FX4149'12-INCHES BELOW THE GROUND SURFACE.  IT IS 244 FEET SOUTH-SOUTHEAST
 FX4149'OF A 10-INCH TREE, 130 FEET NORTH-NORTHEAST OF A POWER LINE POLE
 FX4149'AND 53 FEET EAST OF THE CENTER OF A GRADED ROAD.
 FX4149'
 FX4149'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AHOSKIE
 FX4149'1959.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4146 ***********************************************************************
 FX4146  DESIGNATION -  AHOSKIE ROANOKE ELEC RAD MAST
 FX4146  PID         -  FX4146
 FX4146  STATE/COUNTY-  NC/HERTFORD
 FX4146  USGS QUAD   -  UNION (1977)
 FX4146
 FX4146                         *CURRENT SURVEY CONTROL
 FX4146  ___________________________________________________________________
 FX4146* NAD 83(2001)-  36 18 54.41773(N)    077 02 01.88136(W)     ADJUSTED  
 FX4146* NAVD 88     -              **(meters)            **(feet)            
 FX4146  ___________________________________________________________________
 FX4146  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FX4146  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 FX4146  HORZ ORDER  -  THIRD
 FX4146
 FX4146.The horizontal coordinates were established by classical geodetic methods
 FX4146.and adjusted by the National Geodetic Survey in August 2005.
 FX4146
 FX4146
 FX4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4146
 FX4146.The geoid height was determined by GEOID03.
 FX4146
 FX4146;                    North         East     Units Scale Factor Converg.
 FX4146;SPC NC       -   286,315.114   786,164.452   MT  1.00004481   +1 08 05.3
 FX4146;SPC NC       -   939,352.17  2,579,274.54   sFT  1.00004481   +1 08 05.3
 FX4146;UTM  18      - 4,020,820.027   317,413.874   MT  1.00001077   -1 12 17.4
 FX4146
 FX4146                          SUPERSEDED SURVEY CONTROL
 FX4146
 FX4146  NAD 83(1993)-  36 18 54.42144(N)    077 02 01.88213(W) AD(       ) 4
 FX4146  NAD 83(1986)-  36 18 54.42667(N)    077 02 01.89488(W) AD(       ) 4
 FX4146  NAD 27      -  36 18 53.86800(N)    077 02 03.03600(W) AD(       ) 3
 FX4146
 FX4146.Superseded values are not recommended for survey control.
 FX4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4146.See file dsdata.txt to determine how the superseded data were derived.
 FX4146
 FX4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1741420820(NAD 83)
 FX4146_MARKER: 42 = RADIO/TV MAST
 FX4146
 FX4146  HISTORY     - Date     Condition        Report By
 FX4146  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX4146  HISTORY     - 1985     GOOD             USPSQD
 FX4146
 FX4146                          STATION DESCRIPTION
 FX4146
 FX4146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX4146'THE STATION IS THE RADIO MAST LOCATED ABOUT 3 MILES
 FX4146'WEST-NORTHWEST OF AHOSKIE AND 5.0 MILES EAST OF ST JOHN.  IT IS A
 FX4146'SLENDER STEEL STRUCTURE, GUYED, WITH A LONG ANTENNA PROJECTING
 FX4146'ABOVE THE FRAMEWORK, AND IS 333 FEET IN HEIGHT OVERALL.  THE
 FX4146'FLASHING RED LIGHT AT TOP OF ANTENNA WAS POINT LOCATED.
 FX4146
 FX4146                          STATION RECOVERY (1985)
 FX4146
 FX4146'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX4146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5225 ***********************************************************************
 FX5225  DESIGNATION -  AHOSKIE ROANOKE ELEC RAD NEW
 FX5225  PID         -  FX5225
 FX5225  STATE/COUNTY-  NC/HERTFORD
 FX5225  USGS QUAD   -  UNION (1977)
 FX5225
 FX5225                         *CURRENT SURVEY CONTROL
 FX5225  ___________________________________________________________________
 FX5225* NAD 83(2001)-  36 18 54.40847(N)    077 02 01.90171(W)     ADJUSTED  
 FX5225* NAVD 88     -              **(meters)            **(feet)            
 FX5225  ___________________________________________________________________
 FX5225  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FX5225  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 FX5225  HORZ ORDER  -  THIRD
 FX5225
 FX5225.The horizontal coordinates were established by classical geodetic methods
 FX5225.and adjusted by the National Geodetic Survey in August 2005.
 FX5225
 FX5225
 FX5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5225
 FX5225.The geoid height was determined by GEOID03.
 FX5225
 FX5225;                    North         East     Units Scale Factor Converg.
 FX5225;SPC NC       -   286,314.818   786,163.950   MT  1.00004481   +1 08 05.3
 FX5225;SPC NC       -   939,351.20  2,579,272.89   sFT  1.00004481   +1 08 05.3
 FX5225;UTM  18      - 4,020,819.752   317,413.360   MT  1.00001077   -1 12 17.4
 FX5225
 FX5225                          SUPERSEDED SURVEY CONTROL
 FX5225
 FX5225  NAD 83(1993)-  36 18 54.41250(N)    077 02 01.90329(W) AD(       ) 4
 FX5225  NAD 83(1986)-  36 18 54.41781(N)    077 02 01.91497(W) AD(       ) 4
 FX5225
 FX5225.Superseded values are not recommended for survey control.
 FX5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5225.See file dsdata.txt to determine how the superseded data were derived.
 FX5225
 FX5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1741320820(NAD 83)
 FX5225_MARKER: 41 = ANTENNA MAST
 FX5225
 FX5225  HISTORY     - Date     Condition        Report By
 FX5225  HISTORY     - UNK      FIRST OBSERVED
 FX5225  HISTORY     - 1980     GOOD             NCGS
 FX5225
 FX5225                          STATION DESCRIPTION
 FX5225
 FX5225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5225'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW
 FX5225'DESCRIPTION FOLLOWS. THE MAST IS LOCATED 0.3 MILE WEST ALONG SR 1129
 FX5225'FROM SR 1108, APPROXIMATELY 3.0 MILES EAST OF ST JOHNS AND ABOUT 0.7
 FX5225'MILE NORTHWEST OF FRAZIERS CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5226 ***********************************************************************
 FX5226  DESIGNATION -  AHOSKIE VEPCO SUB MICROWAVE
 FX5226  PID         -  FX5226
 FX5226  STATE/COUNTY-  NC/HERTFORD
 FX5226  USGS QUAD   -  UNION (1977)
 FX5226
 FX5226                         *CURRENT SURVEY CONTROL
 FX5226  ___________________________________________________________________
 FX5226* NAD 83(2001)-  36 15 22.51756(N)    077 04 45.15340(W)     ADJUSTED  
 FX5226* NAVD 88     -              **(meters)            **(feet)            
 FX5226  ___________________________________________________________________
 FX5226  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FX5226  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 FX5226  HORZ ORDER  -  THIRD
 FX5226
 FX5226.The horizontal coordinates were established by classical geodetic methods
 FX5226.and adjusted by the National Geodetic Survey in August 2005.
 FX5226
 FX5226
 FX5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5226
 FX5226.The geoid height was determined by GEOID03.
 FX5226
 FX5226;                    North         East     Units Scale Factor Converg.
 FX5226;SPC NC       -   279,704.882   782,218.530   MT  1.00002624   +1 06 31.0
 FX5226;SPC NC       -   917,665.10  2,566,328.63   sFT  1.00002624   +1 06 31.0
 FX5226;UTM  18      - 4,014,376.450   313,201.512   MT  1.00002995   -1 13 48.0
 FX5226
 FX5226                          SUPERSEDED SURVEY CONTROL
 FX5226
 FX5226  NAD 83(1993)-  36 15 22.52165(N)    077 04 45.15365(W) AD(       ) 4
 FX5226  NAD 83(1986)-  36 15 22.52829(N)    077 04 45.16812(W) AD(       ) 4
 FX5226
 FX5226.Superseded values are not recommended for survey control.
 FX5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5226.See file dsdata.txt to determine how the superseded data were derived.
 FX5226
 FX5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1320214376(NAD 83)
 FX5226_MARKER: 45 = MICROWAVE TOWER
 FX5226
 FX5226  HISTORY     - Date     Condition        Report By
 FX5226  HISTORY     - 1980     FIRST OBSERVED   NCGS
 FX5226
 FX5226                          STATION DESCRIPTION
 FX5226
 FX5226'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5226'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 561 WEST OF
 FX5226'AHOSKIE, PROCEED SOUTH ALONG NC 11 FOR 4.85 MILES TO STATION ON LEFT,
 FX5226'APPROXIMATELY 200 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, A RED
 FX5226'BLINKING LIGHT ON TOP OF A 300 FEET MICROWAVE TOWER INSIDE A LARGE
 FX5226'FENCE INCLOSURE IS POINT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1887 ***********************************************************************
 FY1887  DESIGNATION -  AIKEN
 FY1887  PID         -  FY1887
 FY1887  STATE/COUNTY-  NC/DURHAM
 FY1887  USGS QUAD   -  ROUGEMONT (1987)
 FY1887
 FY1887                         *CURRENT SURVEY CONTROL
 FY1887  ___________________________________________________________________
 FY1887* NAD 83(2001)-  36 09 27.33860(N)    078 54 23.93409(W)     ADJUSTED  
 FY1887* NAVD 88     -       138.833  (meters)     455.49   (feet)  ADJUSTED  
 FY1887  ___________________________________________________________________
 FY1887  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 FY1887  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FY1887  DYNAMIC HT  -         138.721 (meters)     455.12  (feet)  COMP
 FY1887  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 FY1887
 FY1887  HORZ ORDER  -  SECOND
 FY1887  VERT ORDER  -  SECOND    CLASS I
 FY1887
 FY1887.The horizontal coordinates were established by classical geodetic methods
 FY1887.and adjusted by the National Geodetic Survey in August 2005.
 FY1887
 FY1887.The orthometric height was determined by differential leveling
 FY1887.and adjusted in June 1991.
 FY1887
 FY1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1887
 FY1887.The geoid height was determined by GEOID03.
 FY1887
 FY1887.The dynamic height is computed by dividing the NAVD 88
 FY1887.geopotential number by the normal gravity value computed on the
 FY1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1887.degrees latitude (g = 980.6199 gals.).
 FY1887
 FY1887.The modeled gravity was interpolated from observed gravity values.
 FY1887
 FY1887;                    North         East     Units Scale Factor Converg.
 FY1887;SPC NC       -   267,090.970   618,001.348   MT  0.99999748   +0 03 14.0
 FY1887;SPC NC       -   876,280.96  2,027,559.42   sFT  0.99999748   +0 03 14.0
 FY1887;UTM  17      - 4,003,458.294   688,305.555   MT  1.00003692   +1 14 07.6
 FY1887
 FY1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1887!SPC NC       -   0.99998308  x   0.99999748  =   0.99998056
 FY1887!UTM  17      -   0.99998308  x   1.00003692  =   1.00002000
 FY1887
 FY1887:                Primary Azimuth Mark                     Grid Az
 FY1887:SPC NC       -  SHEPHERD                                 170 15 11.4
 FY1887:UTM  17      -  SHEPHERD                                 169 04 17.8
 FY1887
 FY1887|---------------------------------------------------------------------|
 FY1887| PID    Reference Object                     Distance      Geod. Az  |
 FY1887|                                                           dddmmss.s |
 FY1887| FY1888 SHEPHERD                            APPROX. 1.0 KM 1701825.4 |
 FY1887|---------------------------------------------------------------------|
 FY1887
 FY1887                          SUPERSEDED SURVEY CONTROL
 FY1887
 FY1887  NAD 83(1993)-  36 09 27.34010(N)    078 54 23.94013(W) AD(       ) 2
 FY1887  NAD 83(1986)-  36 09 27.34091(N)    078 54 23.94359(W) AD(       ) 2
 FY1887  NAD 27      -  36 09 26.83517(N)    078 54 24.91921(W) AD(       ) 2
 FY1887  NGVD 29 (03/05/92)  139.078  (m)          456.29   (f) ADJUSTED    2 1
 FY1887
 FY1887.Superseded values are not recommended for survey control.
 FY1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1887.See file dsdata.txt to determine how the superseded data were derived.
 FY1887
 FY1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8830603458(NAD 83)
 FY1887_MARKER: DE = TRAVERSE STATION DISK
 FY1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1887_SP_SET: CONCRETE POST
 FY1887_STAMPING: AIKEN 1976
 FY1887_MARK LOGO: NCGS  
 FY1887_PROJECTION: RECESSED 5 CENTIMETERS
 FY1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1887+STABILITY: SURFACE MOTION
 FY1887
 FY1887  HISTORY     - Date     Condition        Report By
 FY1887  HISTORY     - 1976     MONUMENTED       NCGS
 FY1887  HISTORY     - 1977     GOOD             NCGS
 FY1887
 FY1887                          STATION DESCRIPTION
 FY1887
 FY1887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1887'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES WEST-SOUTHWEST OF
 FY1887'BAHAMA AND 11.2 MILES NORTH OF DURHAM.
 FY1887'
 FY1887'TO REACH THE STATION FROM THE US 501 BRIDGE OVER LITTLE RIVER BETWEEN
 FY1887'ROUGEMONT AND DURHAM, PROCEED NORTHERLY ALONG US 501 FOR 1.35 MILES TO
 FY1887'STATION ON THE LEFT IN MEDIAN AND 0.45 MILE NORTH OF INTERSECTION WITH
 FY1887'SR 1462 (WEST) AND SR 1616 (EAST).
 FY1887'
 FY1887'THE STATION MARK IS A STANDARD DISK STAMPED---AIKEN 1976--- SET IN THE
 FY1887'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 FY1887'THE MARK IS 18.5 FEET EAST OF CENTERLINE OF SOUTHBOUND LANE, 28.2
 FY1887'FEET SOUTHWEST OF CENTER OF METAL DRAINAGE COVER, 27.1 FEET NORTHWEST
 FY1887'OF SOUTH END OF CONCRETE DRAIN, 137.3 FEET NORTHEAST OF POWER POLE
 FY1887'WITH REFERENCE TAG AND 85.8 FEET EAST OF 24 INCH OAK WITH REFERENCE
 FY1887'TAG.
 FY1887
 FY1887                          STATION RECOVERY (1977)
 FY1887
 FY1887'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1887'1.8 MI WSW FROM BAHAMA.
 FY1887'STATION IS LOCATED APPROXIMATELY 11.2 MILES NORTH OF DURHAM. TO REACH
 FY1887'STATION FROM THE US 501 BRIDGE OVER LITTLE RIVER BETWEEN ROUGEMONT
 FY1887'AND DURHAM, PROCEED NORTHERLY ALONG US 501 FOR 1.35 MILES TO STATION
 FY1887'ON LEFT IN MEDIAN, AND 0.45 MILE NORTH OF INTERSECTION WITH SR 1462
 FY1887'WEST AND SR 1616 EAST, 18.5 FT. EAST OF CENTERLINE OF US 501 SOUTH
 FY1887'BOUND LANE, 28.2 FT. SOUTHWEST OF CENTER OF METAL DRAINAGE COVER, 27.1
 FY1887'FT. NORTHWEST OF SOUTH END OF CONCRETE DRAIN, 137.3 FT. NORTHEAST OF
 FY1887'POWER POLE WITH ALUMINUM REF. TAG AND 85.8 FT. EAST OF 24 INCH OAK
 FY1887'WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2892 ***********************************************************************
 FY2892  DESIGNATION -  AIKEN
 FY2892  PID         -  FY2892
 FY2892  STATE/COUNTY-  NC/WAKE
 FY2892  USGS QUAD   -  CREEDMOOR (1990)
 FY2892
 FY2892                         *CURRENT SURVEY CONTROL
 FY2892  ___________________________________________________________________
 FY2892* NAD 83(2001)-  36 01 34.33768(N)    078 41 48.81986(W)     ADJUSTED  
 FY2892* NAVD 88     -        95.2    (meters)     312.     (feet)  VERTCON   
 FY2892  ___________________________________________________________________
 FY2892  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 FY2892  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 FY2892  HORZ ORDER  -  SECOND
 FY2892
 FY2892.The horizontal coordinates were established by classical geodetic methods
 FY2892.and adjusted by the National Geodetic Survey in August 2005.
 FY2892
 FY2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2892
 FY2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2892
 FY2892.The geoid height was determined by GEOID03.
 FY2892
 FY2892;                    North         East     Units Scale Factor Converg.
 FY2892;SPC NC       -   252,549.984   636,920.263   MT  0.99996383   +0 10 29.8
 FY2892;SPC NC       -   828,574.41  2,089,629.23   sFT  0.99996383   +0 10 29.8
 FY2892;UTM  17      - 3,989,308.850   707,522.109   MT  1.00013067   +1 21 18.2
 FY2892
 FY2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2892!SPC NC       -   0.99999008  x   0.99996383  =   0.99995391
 FY2892!UTM  17      -   0.99999008  x   1.00013067  =   1.00012075
 FY2892
 FY2892:                Primary Azimuth Mark                     Grid Az
 FY2892:SPC NC       -  BROWN                                    156 00 59.4
 FY2892:UTM  17      -  BROWN                                    154 50 11.0
 FY2892
 FY2892|---------------------------------------------------------------------|
 FY2892| PID    Reference Object                     Distance      Geod. Az  |
 FY2892|                                                           dddmmss.s |
 FY2892| FY2899 BROWN                               APPROX. 2.0 KM 1561129.2 |
 FY2892| FY2893 STEER                               405.741 METERS 3373732.4 |
 FY2892|---------------------------------------------------------------------|
 FY2892
 FY2892                          SUPERSEDED SURVEY CONTROL
 FY2892
 FY2892  NAD 83(1993)-  36 01 34.34526(N)    078 41 48.83597(W) AD(       ) 2
 FY2892  NAD 83(1986)-  36 01 34.34466(N)    078 41 48.83612(W) AD(       ) 2
 FY2892  NAD 27      -  36 01 33.81284(N)    078 41 49.81756(W) AD(       ) 2
 FY2892  NGVD 29 (07/19/86)   95.5    (m)          313.     (f) VERT ANG    3  
 FY2892
 FY2892.Superseded values are not recommended for survey control.
 FY2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2892.See file dsdata.txt to determine how the superseded data were derived.
 FY2892
 FY2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0752289309(NAD 83)
 FY2892_MARKER: DE = TRAVERSE STATION DISK
 FY2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2892_STAMPING: AIKEN 1970
 FY2892_MARK LOGO: NCGS  
 FY2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2892+STABILITY: SURFACE MOTION
 FY2892
 FY2892  HISTORY     - Date     Condition        Report By
 FY2892  HISTORY     - 1970     MONUMENTED       NCGS
 FY2892  HISTORY     - 1974     MARK NOT FOUND   NCGS
 FY2892
 FY2892                          STATION DESCRIPTION
 FY2892
 FY2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FY2892'AIKEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2892'THE VICINITY OF NORTHWEST WAKE COUNTY.
 FY2892'
 FY2892'AIKEN IS LOCATED APPROXIMATELY 17.2 MILES NORTH OF RALEIGH AND
 FY2892'10.9 MILES WNW OF WAKE FOREST.  TO REACH STATION PROCEED FROM THE
 FY2892'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF
 FY2892'RALEIGH, GO NORTH ON US 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE
 FY2892'RIVER, CONTINUE NORTH ON NC 50 FOR 0.85 MILE TO STATION ON RIGHT AT
 FY2892'BEGINNING OF LONG CURVE, WHICH IS 0.1 MILE SOUTH OF LANE
 FY2892'LEADING TO HOME OF MR. AIKENS, ON WEST SIDE OF HIGHWAY.
 FY2892'
 FY2892'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIKEN
 FY2892'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2892'FLUSH WITH THE SURFACE OF THE GROUND.
 FY2892'
 FY2892'MARK IS
 FY2892'23.6 FEET E OF C/L OF NC 50.
 FY2892'16.9 FEET W OF C/L OF FOREST ROAD.
 FY2892'119.7 FEET NE OF ALUMINUM REF. TAG ON PP.
 FY2892'79.5 FEET ESE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 FY2892'66.8 FEET NNW OF ALUMINUM REF. TAG ON 14 INCH PINE TREE.
 FY2892'53.3 FEET W OF ALUMINUM REF. TAG ON 16 INCH PINE TREE.
 FY2892
 FY2892                          STATION RECOVERY (1974)
 FY2892
 FY2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FY2892'AIKEN 1970 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1190 ***********************************************************************
 FA1190  DESIGNATION -  AIKMAN
 FA1190  PID         -  FA1190
 FA1190  STATE/COUNTY-  NC/STANLY
 FA1190  USGS QUAD   -  AQUADALE (1983)
 FA1190
 FA1190                         *CURRENT SURVEY CONTROL
 FA1190  ___________________________________________________________________
 FA1190* NAD 83(2001)-  35 13 45.75682(N)    080 07 44.43710(W)     ADJUSTED  
 FA1190* NAVD 88     -       101.077  (meters)     331.62   (feet)  ADJUSTED  
 FA1190  ___________________________________________________________________
 FA1190  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FA1190  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA1190  DYNAMIC HT  -         100.987 (meters)     331.32  (feet)  COMP
 FA1190  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FA1190
 FA1190  HORZ ORDER  -  SECOND
 FA1190  VERT ORDER  -  SECOND    CLASS II
 FA1190
 FA1190.The horizontal coordinates were established by classical geodetic methods
 FA1190.and adjusted by the National Geodetic Survey in August 2005.
 FA1190
 FA1190.The orthometric height was determined by differential leveling
 FA1190.and adjusted in June 1991.
 FA1190
 FA1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1190
 FA1190.The geoid height was determined by GEOID03.
 FA1190
 FA1190.The dynamic height is computed by dividing the NAVD 88
 FA1190.geopotential number by the normal gravity value computed on the
 FA1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1190.degrees latitude (g = 980.6199 gals.).
 FA1190
 FA1190.The modeled gravity was interpolated from observed gravity values.
 FA1190
 FA1190;                    North         East     Units Scale Factor Converg.
 FA1190;SPC NC       -   164,691.536   506,839.677   MT  0.99987267   -0 39 05.9
 FA1190;SPC NC       -   540,325.48  1,662,856.51   sFT  0.99987267   -0 39 05.9
 FA1190;UTM  17      - 3,898,828.097   579,257.850   MT  0.99967742   +0 30 08.8
 FA1190
 FA1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1190!SPC NC       -   0.99998891  x   0.99987267  =   0.99986158
 FA1190!UTM  17      -   0.99998891  x   0.99967742  =   0.99966634
 FA1190
 FA1190|---------------------------------------------------------------------|
 FA1190| PID    Reference Object                     Distance      Geod. Az  |
 FA1190|                                                           dddmmss.s |
 FA1190| FA1191 LEE                                 375.986 METERS 11717     |
 FA1190| FA1189 WELCOME                             435.183 METERS 3061707.1 |
 FA1190|---------------------------------------------------------------------|
 FA1190
 FA1190                          SUPERSEDED SURVEY CONTROL
 FA1190
 FA1190  NAD 83(1986)-  35 13 45.76966(N)    080 07 44.45007(W) AD(       ) 2
 FA1190  NAD 27      -  35 13 45.24539(N)    080 07 45.24047(W) AD(       ) 2
 FA1190  NGVD 29 (??/??/92)  101.326  (m)          332.43   (f) ADJ UNCH    2 2
 FA1190
 FA1190.Superseded values are not recommended for survey control.
 FA1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1190.See file dsdata.txt to determine how the superseded data were derived.
 FA1190
 FA1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7925898828(NAD 83)
 FA1190_MARKER: DD = SURVEY DISK
 FA1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1190_STAMPING: AIKMAN 1974
 FA1190
 FA1190  HISTORY     - Date     Condition        Report By
 FA1190  HISTORY     - UNK      MONUMENTED
 FA1190  HISTORY     - 1974     GOOD             NCGS
 FA1190  HISTORY     - 19941227 GOOD             USPSQD
 FA1190
 FA1190                          STATION DESCRIPTION
 FA1190
 FA1190'DESCRIBED UNK
 FA1190'IN NORWOOD.
 FA1190'TO REACH STATION FROM THE INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND
 FA1190'SR 1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NW
 FA1190'ALONG US 52 FOR 0.65 MILE TO STATION ON THE LEFT, BETWEEN THE
 FA1190'INTERSECTION WITH AIKMAN AVENUE AND COLLINS AIKMAN YARNS PLANT. 24.3
 FA1190'FT. SW OF C/L OF US 52, 36.1 FT. SOUTH OF C/L INTERSECTION OF AIKMAN
 FA1190'AVENUE AND US 52, 47.3 FT. SW OF TOP OF FIRE HYDRANT, 49.0 WSW OF
 FA1190'METAL LIGHT POLE, 4.6 FT. SW OF PP WITH ALUMINUM REF. TAG, 10.2 FT. SE
 FA1190'OF BIRD SANCTUARY SIGN POST WITH ALUMINUM REF. TAG, AND 6.6 FT. SW OF
 FA1190'NE EDGE OF THE SW CURB OF US 52.  DISK IS SET IN TOP OF CONCRETE
 FA1190'CYLINDER, FLUSH WITH THE GROUND.
 FA1190
 FA1190                          STATION RECOVERY (1974)
 FA1190
 FA1190'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1190'AIKMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1190'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1190'
 FA1190'AIKMAN IS LOCATED AT NW EDGE OF NORWOOD.  TO REACH STATION FROM
 FA1190'THE INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR 1932 (ANSON
 FA1190'AVENUE) WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NW ALONG
 FA1190'U.S. 52 FOR 0.65 MILE TO STATION ON THE LEFT, BETWEEN THE
 FA1190'INTERSECTION WITH AIKMAN AVENUE AND COLLINS AIKMAN YARNS PLANT.
 FA1190'
 FA1190'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1190'AIKMAN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1190'WHICH IS FLUSH WITH THE GROUND.
 FA1190'
 FA1190'MARK IS 24.3 FT SW OF C/L OF U.S. 52
 FA1190'
 FA1190'36.1 FT S OF C/L INTERSECTION OF AIKMAN AVENUE AND U.S. 52
 FA1190'
 FA1190'47.3 FT SW OF TOP OF FIRE HYDRANT
 FA1190'
 FA1190'49.0 FT WSW OF METAL LIGHT POLE
 FA1190'
 FA1190'4.6 FT SW OF PP WITH ALUMINUM REF. TAG
 FA1190'
 FA1190'10.2 FT SE OF BIRD SANCTUARY SIGN POST WITH ALUMINUM REF. TAG
 FA1190'
 FA1190'6.6 FT SW OF NE EDGE OF THE SW CURB OF U.S. 52
 FA1190
 FA1190                          STATION RECOVERY (1994)
 FA1190
 FA1190'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4163 ***********************************************************************
 EZ4163  DESIGNATION -  AILENE
 EZ4163  PID         -  EZ4163
 EZ4163  STATE/COUNTY-  NC/WAYNE
 EZ4163  USGS QUAD   -  KENLY EAST (1978)
 EZ4163
 EZ4163                         *CURRENT SURVEY CONTROL
 EZ4163  ___________________________________________________________________
 EZ4163* NAD 83(2001)-  35 32 06.75625(N)    078 03 24.40337(W)     ADJUSTED  
 EZ4163* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 EZ4163  ___________________________________________________________________
 EZ4163  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EZ4163  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EZ4163  HORZ ORDER  -  SECOND
 EZ4163
 EZ4163.The horizontal coordinates were established by classical geodetic methods
 EZ4163.and adjusted by the National Geodetic Survey in August 2005.
 EZ4163
 EZ4163.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4163
 EZ4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4163
 EZ4163.The geoid height was determined by GEOID03.
 EZ4163
 EZ4163;                    North         East     Units Scale Factor Converg.
 EZ4163;SPC NC       -   198,440.764   695,130.609   MT  0.99988479   +0 32 39.8
 EZ4163;SPC NC       -   651,051.07  2,280,607.67   sFT  0.99988479   +0 32 39.8
 EZ4163;UTM  17      - 3,936,384.041   766,851.711   MT  1.00047762   +1 42 41.8
 EZ4163;UTM  18      - 3,936,697.746   222,849.296   MT  1.00054668   -1 46 39.9
 EZ4163
 EZ4163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4163!SPC NC       -   0.99999841  x   0.99988479  =   0.99988320
 EZ4163!UTM  17      -   0.99999841  x   1.00047762  =   1.00047603
 EZ4163!UTM  18      -   0.99999841  x   1.00054668  =   1.00054509
 EZ4163
 EZ4163:                Primary Azimuth Mark                     Grid Az
 EZ4163:SPC NC       -  PINKNEY                                  229 43 03.7
 EZ4163:UTM  17      -  PINKNEY                                  228 33 01.7
 EZ4163:UTM  18      -  PINKNEY                                  232 02 23.4
 EZ4163
 EZ4163|---------------------------------------------------------------------|
 EZ4163| PID    Reference Object                     Distance      Geod. Az  |
 EZ4163|                                                           dddmmss.s |
 EZ4163| EZ4164 PINKNEY                             APPROX. 0.9 KM 2301543.5 |
 EZ4163|---------------------------------------------------------------------|
 EZ4163
 EZ4163                          SUPERSEDED SURVEY CONTROL
 EZ4163
 EZ4163  NAD 83(1986)-  35 32 06.76330(N)    078 03 24.41195(W) AD(       ) 2
 EZ4163  NAD 27      -  35 32 06.18856(N)    078 03 25.45011(W) AD(       ) 2
 EZ4163  NGVD 29 (07/19/86)   45.2    (m)          148.     (f) VERT ANG    3  
 EZ4163
 EZ4163.Superseded values are not recommended for survey control.
 EZ4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4163.See file dsdata.txt to determine how the superseded data were derived.
 EZ4163
 EZ4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6685236384(NAD 83)
 EZ4163_MARKER: DE = TRAVERSE STATION DISK
 EZ4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4163_STAMPING: AILENE 1975
 EZ4163_MARK LOGO: NCGS  
 EZ4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4163+STABILITY: SURFACE MOTION
 EZ4163
 EZ4163  HISTORY     - Date     Condition        Report By
 EZ4163  HISTORY     - 1975     MONUMENTED       NCGS
 EZ4163  HISTORY     - 1987     GOOD             USPSQD
 EZ4163
 EZ4163                          STATION DESCRIPTION
 EZ4163
 EZ4163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ4163'AILENE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4163'THE SMALL COMMUNITY OF PINKNEY IN THE VICINITY OF PIKEVILLE,
 EZ4163'NORTH CAROLINA.
 EZ4163'
 EZ4163'AILENE IS LOCATED APPROXIMATELY 4.9 MILES WNW OF PIKEVILLE AND
 EZ4163'10.8 MILES NNW OF GOLDSBORO.  TO REACH STATION FROM INTERSECTION
 EZ4163'OF NC 581 WITH NC 222 WEST OF FREMONT, PROCEED SOUTH ALONG NC
 EZ4163'581 FOR 1.85 MILES TO STATION ON RIGHT IN NORTHWEST SHOULDER OF
 EZ4163'HIGHWAY AT A FIELD ROAD AND DRAINAGE DITCH RUNNING NORTHWEST,
 EZ4163'APPROXIMATELY 275 FEET NORTH OF A ONE STORY WHITE ASBESTOS
 EZ4163'SHINGLED RESIDENCE AND 0.95 MILE NORTHEAST OF CROSSROADS IN
 EZ4163'PINKNEY.
 EZ4163'
 EZ4163'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4163'AILENE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4163'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4163'
 EZ4163'MARK IS 16.1 FT NW OF C/L OF NC 581
 EZ4163'
 EZ4163'7.6 FT WSW OF C/L OF DIRT FIELD ROAD
 EZ4163'
 EZ4163'247.1 FT NE OF C/L OF INTERSECTION OF HIGHWAY WITH DRIVEWAY TO
 EZ4163'WHITE RESIDENCE
 EZ4163'
 EZ4163'12.8 FT NW OF NORTHEAST END OF CONCRETE CULVERT UNDER FIELD ROAD
 EZ4163'
 EZ4163'67.0 FT NW OF 12 IN SYCAMORE WITH ALUMINUM REF. TAG
 EZ4163'
 EZ4163'99.7 FT SE OF 12 IN CEDAR WITH ALUMINUM REF. TAG
 EZ4163
 EZ4163                          STATION RECOVERY (1987)
 EZ4163
 EZ4163'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ4163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3536 ***********************************************************************
 EZ3536  DESIGNATION -  AILETTE
 EZ3536  PID         -  EZ3536
 EZ3536  STATE/COUNTY-  NC/MOORE
 EZ3536  USGS QUAD   -  VASS (1974)
 EZ3536
 EZ3536                         *CURRENT SURVEY CONTROL
 EZ3536  ___________________________________________________________________
 EZ3536* NAD 83(2001)-  35 15 58.14585(N)    079 16 19.65557(W)     ADJUSTED  
 EZ3536* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 EZ3536  ___________________________________________________________________
 EZ3536  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EZ3536  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EZ3536  HORZ ORDER  -  FIRST
 EZ3536
 EZ3536.The horizontal coordinates were established by classical geodetic methods
 EZ3536.and adjusted by the National Geodetic Survey in August 2005.
 EZ3536
 EZ3536.The orthometric height was scaled from a topographic map.
 EZ3536
 EZ3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3536
 EZ3536.The geoid height was determined by GEOID03.
 EZ3536
 EZ3536;                    North         East     Units Scale Factor Converg.
 EZ3536;SPC NC       -   168,220.562   584,843.177   MT  0.99987262   -0 09 25.4
 EZ3536;SPC NC       -   551,903.63  1,918,772.99   sFT  0.99987262   -0 09 25.4
 EZ3536;UTM  17      - 3,903,927.454   657,167.081   MT  0.99990442   +0 59 52.2
 EZ3536
 EZ3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3536!SPC NC       -   0.99999074  x   0.99987262  =   0.99986336
 EZ3536!UTM  17      -   0.99999074  x   0.99990442  =   0.99989516
 EZ3536
 EZ3536:                Primary Azimuth Mark                     Grid Az
 EZ3536:SPC NC       -  MT VERNON                                013 16 35.1
 EZ3536:UTM  17      -  MT VERNON                                012 07 17.5
 EZ3536
 EZ3536|---------------------------------------------------------------------|
 EZ3536| PID    Reference Object                     Distance      Geod. Az  |
 EZ3536|                                                           dddmmss.s |
 EZ3536| EZ1447 MT VERNON                           APPROX. 0.8 KM 0130709.7 |
 EZ3536| EZ5529 AILETTE RM                           24.660 METERS 21029     |
 EZ3536|---------------------------------------------------------------------|
 EZ3536
 EZ3536                          SUPERSEDED SURVEY CONTROL
 EZ3536
 EZ3536  NAD 83(1986)-  35 15 58.13744(N)    079 16 19.65485(W) AD(       ) 1
 EZ3536  NAD 27      -  35 15 57.57587(N)    079 16 20.56134(W) AD(       ) 1
 EZ3536
 EZ3536.Superseded values are not recommended for survey control.
 EZ3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3536.See file dsdata.txt to determine how the superseded data were derived.
 EZ3536
 EZ3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5716703927(NAD 83)
 EZ3536
 EZ3536  HISTORY     - Date     Condition        Report By
 EZ3536  HISTORY     - 1918     MONUMENTED       CGS
 EZ3536  HISTORY     - 1933     GOOD             CGS
 EZ3536  HISTORY     - 1945     GOOD             USA
 EZ3536  HISTORY     - 1948     POOR             AMS
 EZ3536
 EZ3536                          STATION DESCRIPTION
 EZ3536
 EZ3536'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3536'ABOUT 1 MILE NORTH OF VASS, AT INTERSECTION OF TANGENTS TO
 EZ3536'WEST RAIL OF SEABOARD AIR LINE RAILWAY, 23.72 METERS (77.8 FEET)
 EZ3536'EAST OF EAST RAIL, AND ABOUT 8 METERS (26 FEET) WEST OF WAGON ROAD
 EZ3536'RUNNING NORTH FROM VASS.  SURFACE MARK IS STANDARD DISK STATION
 EZ3536'MARK IN CONCRETE.  UNDERGROUND MARK IS COPPER BOLT IN CONCRETE.
 EZ3536'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.  ABOUT 15
 EZ3536'METERS (49 FEET) EAST OF EAST RAIL, 3 METERS (10 FEET) EAST OF
 EZ3536'TELEPHONE POLE, AND 24.66 METERS (80.9 FEET) FROM STATION
 EZ3536'S 30 DEG 29 MIN W.  BEARING FROM STATION TO WHITE STEEPLE
 EZ3536'(SHINGLE ROOF) AT VASS, DISTANT APPROXIMATELY 1 MILE, IS
 EZ3536'S 46 DEG 42 MIN W. STATION MOUNT VERNON
 EZ3536'IS VISIBLE FROM GROUND
 EZ3536'N 13 DEG 08 MIN E.
 EZ3536
 EZ3536                          STATION RECOVERY (1945)
 EZ3536
 EZ3536'RECOVERY NOTE BY US ARMY 1945
 EZ3536'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NOT SEARCHED FOR.
 EZ3536
 EZ3536                          STATION RECOVERY (1948)
 EZ3536
 EZ3536'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 EZ3536'MONUMENT HAS BEEN MOVED.  FOUND LYING ON ITS SIDE CENTER OF A PLOWED
 EZ3536'FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2842 ***********************************************************************
 EB2842  DESIGNATION -  AINSE
 EB2842  PID         -  EB2842
 EB2842  STATE/COUNTY-  NC/RICHMOND
 EB2842  USGS QUAD   -  HAMLET (1982)
 EB2842
 EB2842                         *CURRENT SURVEY CONTROL
 EB2842  ___________________________________________________________________
 EB2842* NAD 83(2001)-  34 56 03.51730(N)    079 37 37.23685(W)     ADJUSTED  
 EB2842* NAVD 88     -       122.28   (+/-2cm)     401.2    (feet)  VERTCON   
 EB2842  ___________________________________________________________________
 EB2842  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 EB2842  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 EB2842  HORZ ORDER  -  FIRST
 EB2842  VERT ORDER  -  THIRD ? (See Below)
 EB2842
 EB2842.The horizontal coordinates were established by classical geodetic methods
 EB2842.and adjusted by the National Geodetic Survey in August 2005.
 EB2842
 EB2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2842.The vertical order pertains to the NGVD 29 superseded value.
 EB2842
 EB2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2842
 EB2842.The geoid height was determined by GEOID03.
 EB2842
 EB2842;                    North         East     Units Scale Factor Converg.
 EB2842;SPC NC       -   131,556.757   552,323.703   MT  0.99988785   -0 21 42.8
 EB2842;SPC NC       -   431,615.79  1,812,082.02   sFT  0.99988785   -0 21 42.8
 EB2842;UTM  17      - 3,866,618.796   625,391.798   MT  0.99979378   +0 47 10.8
 EB2842
 EB2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2842!SPC NC       -   0.99998577  x   0.99988785  =   0.99987363
 EB2842!UTM  17      -   0.99998577  x   0.99979378  =   0.99977956
 EB2842
 EB2842:                Primary Azimuth Mark                     Grid Az
 EB2842:SPC NC       -  VESLE                                    241 55 21.4
 EB2842:UTM  17      -  VESLE                                    240 46 27.8
 EB2842
 EB2842|---------------------------------------------------------------------|
 EB2842| PID    Reference Object                     Distance      Geod. Az  |
 EB2842|                                                           dddmmss.s |
 EB2842| EB2852 VESLE                               APPROX. 2.8 KM 2413338.6 |
 EB2842|---------------------------------------------------------------------|
 EB2842
 EB2842                          SUPERSEDED SURVEY CONTROL
 EB2842
 EB2842  NAD 83(1986)-  34 56 03.51713(N)    079 37 37.24194(W) AD(       ) 1
 EB2842  NAD 27      -  34 56 02.96174(N)    079 37 38.05946(W) AD(       ) 1
 EB2842  NGVD 29 (07/19/86)  122.54   (m)          402.0    (f) LEVELING    3  
 EB2842
 EB2842.Superseded values are not recommended for survey control.
 EB2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2842.See file dsdata.txt to determine how the superseded data were derived.
 EB2842
 EB2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2539266619(NAD 83)
 EB2842_MARKER: DS = TRIANGULATION STATION DISK
 EB2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2842_STAMPING: AINSE 1918
 EB2842_MARK LOGO: CGS   
 EB2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2842+STABILITY: SURFACE MOTION
 EB2842
 EB2842  HISTORY     - Date     Condition        Report By
 EB2842  HISTORY     - 1918     MONUMENTED       CGS
 EB2842
 EB2842                          STATION DESCRIPTION
 EB2842
 EB2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EB2842'ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, ON FIRST CURVE
 EB2842'NORTH OF MILEPOST 248, AT INTERSECTION OF TANGENTS TO EAST
 EB2842'RAIL FROM SOUTH AND WEST RAIL FROM NORTH OF SOUTH-BOUND TRACK,
 EB2842'ABOUT 150 METERS (492 FEET) SOUTH OF POINT WHERE NORTH-BOUND
 EB2842'AND SOUTH-BOUND TRACKS BECOME PARALLEL ON FILL, ABOUT 17 METERS
 EB2842'(56 FEET) EAST OF EAST RAIL OF SOUTH-BOUND TRACK, AND 4 METERS
 EB2842'(13 FEET) WEST OF WEST RAIL OF NORTH-BOUND TRACK.  SURFACE
 EB2842'MARK WAS STANDARD DISK STATION MARK IN CONCRETE.
 EB2842'UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE.
 EB2842'THERE WAS NO REFERENCE MARK.  STATION WAS NOT RECOVERED IN 1933,
 EB2842'AS LOCATION WAS FOUND TO BE COVERED BY DEEP FILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1148 ***********************************************************************
 FA1148  DESIGNATION -  AIR
 FA1148  PID         -  FA1148
 FA1148  STATE/COUNTY-  NC/STANLY
 FA1148  USGS QUAD   -  ALBEMARLE (1993)
 FA1148
 FA1148                         *CURRENT SURVEY CONTROL
 FA1148  ___________________________________________________________________
 FA1148* NAD 83(2001)-  35 20 37.81618(N)    080 10 30.44737(W)     ADJUSTED  
 FA1148* NAVD 88     -       165.649  (meters)     543.47   (feet)  ADJUSTED  
 FA1148  ___________________________________________________________________
 FA1148  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FA1148  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1148  DYNAMIC HT  -         165.503 (meters)     542.99  (feet)  COMP
 FA1148  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 FA1148
 FA1148  HORZ ORDER  -  SECOND
 FA1148  VERT ORDER  -  SECOND    CLASS II
 FA1148
 FA1148.The horizontal coordinates were established by classical geodetic methods
 FA1148.and adjusted by the National Geodetic Survey in August 2005.
 FA1148
 FA1148.The orthometric height was determined by differential leveling
 FA1148.and adjusted in June 1991.
 FA1148
 FA1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1148
 FA1148.The geoid height was determined by GEOID03.
 FA1148
 FA1148.The dynamic height is computed by dividing the NAVD 88
 FA1148.geopotential number by the normal gravity value computed on the
 FA1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1148.degrees latitude (g = 980.6199 gals.).
 FA1148
 FA1148.The modeled gravity was interpolated from observed gravity values.
 FA1148
 FA1148;                    North         East     Units Scale Factor Converg.
 FA1148;SPC NC       -   177,436.707   502,792.919   MT  0.99987388   -0 40 41.7
 FA1148;SPC NC       -   582,140.26  1,649,579.77   sFT  0.99987388   -0 40 41.7
 FA1148;UTM  17      - 3,911,486.596   574,955.915   MT  0.99966924   +0 28 37.9
 FA1148
 FA1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1148!SPC NC       -   0.99997876  x   0.99987388  =   0.99985264
 FA1148!UTM  17      -   0.99997876  x   0.99966924  =   0.99964801
 FA1148
 FA1148|---------------------------------------------------------------------|
 FA1148| PID    Reference Object                     Distance      Geod. Az  |
 FA1148|                                                           dddmmss.s |
 FA1148| FA1147 PLANE                               264.084 METERS 08355     |
 FA1148| FA1150 MARLE                               154.539 METERS 20230     |
 FA1148| FA1149 TURNOFF                             APPROX. 0.6 KM 2544532.0 |
 FA1148|---------------------------------------------------------------------|
 FA1148
 FA1148                          SUPERSEDED SURVEY CONTROL
 FA1148
 FA1148  NAD 83(1986)-  35 20 37.82816(N)    080 10 30.45785(W) AD(       ) 2
 FA1148  NAD 27      -  35 20 37.31170(N)    080 10 31.25179(W) AD(       ) 2
 FA1148  NGVD 29 (??/??/92)  165.913  (m)          544.33   (f) ADJ UNCH    2 2
 FA1148
 FA1148.Superseded values are not recommended for survey control.
 FA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1148.See file dsdata.txt to determine how the superseded data were derived.
 FA1148
 FA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7495611487(NAD 83)
 FA1148_MARKER: DD = SURVEY DISK
 FA1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1148_STAMPING: AIR 1974
 FA1148
 FA1148  HISTORY     - Date     Condition        Report By
 FA1148  HISTORY     - UNK      MONUMENTED
 FA1148  HISTORY     - 1974     GOOD             NCGS
 FA1148
 FA1148                          STATION DESCRIPTION
 FA1148
 FA1148'DESCRIBED UNK
 FA1148'IN ALBEMARLE.
 FA1148'TO REACH STATION FROM THE INTERSECTION OF NC 740 WITH NC 24, NC 27 AND
 FA1148'NC 73 AT THE EAST SIDE OF ALBEMARLE, PROCEED SW ALONG NE 24 - NC 27
 FA1148'FOR 0.65 MILE TO STATION ON THE RIGHT AT THE WEST END OF A CUT AND THE
 FA1148'EAST END OF A FILL.  46.6 FT. NORTH OF C/L OF NC 24 - 27, 185.0 FT.
 FA1148'WEST OF C/L OF DIRT DRIVEWAY LEADING NORTH, 12.5 FT. SOUTH OF 3 IN.
 FA1148'HICKORY WITH ALUMINUM REF. TAG, AND 34.2 FT. NE OF CAUTION SIGN POST
 FA1148'WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 1
 FA1148'INCH ABOVE THE GROUND.
 FA1148
 FA1148                          STATION RECOVERY (1974)
 FA1148
 FA1148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1148'AIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1148'VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1148'
 FA1148'AIR IS LOCATED AT SE EDGE OF ALBEMARLE.  TO REACH STATION FROM
 FA1148'THE INTERSECTION OF NC 740 WITH NC 24, NC 27 AND NC 73 AT THE EAST
 FA1148'SIDE OF ALBEMARLE, PROCEED SW ALONG NC 24 - NC 27 FOR 0.65 MILE TO
 FA1148'STATION ON THE RIGHT AT THE WEST END OF A CUT AND THE EAST END OF
 FA1148'A FILL.
 FA1148'
 FA1148'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIR
 FA1148'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1148'PROJECTING 1 INCH ABOVE THE GROUND.
 FA1148'
 FA1148'MARK IS 46.6 FT N OF C/L OF NC 24 - 27
 FA1148'
 FA1148'185.0 FT W OF C/L OF DIRT DRIVEWAY LEADING NORTH
 FA1148'
 FA1148'12.5 FT S OF 3 IN HICKORY WITH ALUMINUM REF. TAG
 FA1148'
 FA1148'34.2 FT NE OF CAUTION SIGN POST WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2989 ***********************************************************************
 FB2989  DESIGNATION -  AIR
 FB2989  PID         -  FB2989
 FB2989  STATE/COUNTY-  NC/BUNCOMBE
 FB2989  USGS QUAD   -  SKYLAND (1991)
 FB2989
 FB2989                         *CURRENT SURVEY CONTROL
 FB2989  ___________________________________________________________________
 FB2989* NAD 83(2001)-  35 26 09.46808(N)    082 32 14.84402(W)     ADJUSTED  
 FB2989* NAVD 88     -       653.99   (+/-2cm)    2145.6    (feet)  VERTCON   
 FB2989  ___________________________________________________________________
 FB2989  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 FB2989  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB2989  HORZ ORDER  -  SECOND
 FB2989  VERT ORDER  -  THIRD ? (See Below)
 FB2989
 FB2989.This mark is at Asheville Airport (AVL)
 FB2989
 FB2989.The horizontal coordinates were established by classical geodetic methods
 FB2989.and adjusted by the National Geodetic Survey in August 2005.
 FB2989
 FB2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2989.The vertical order pertains to the NGVD 29 superseded value.
 FB2989
 FB2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2989
 FB2989.The geoid height was determined by GEOID03.
 FB2989
 FB2989;                    North         East     Units Scale Factor Converg.
 FB2989;SPC NC       -   192,746.090   288,502.639   MT  0.99987774   -2 02 30.2
 FB2989;SPC NC       -   632,367.80    946,529.07   sFT  0.99987774   -2 02 30.2
 FB2989;UTM  17      - 3,922,477.218   360,447.174   MT  0.99984000   -0 53 29.6
 FB2989
 FB2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2989!SPC NC       -   0.99990208  x   0.99987774  =   0.99977983
 FB2989!UTM  17      -   0.99990208  x   0.99984000  =   0.99974209
 FB2989
 FB2989:                Primary Azimuth Mark                     Grid Az
 FB2989:SPC NC       -  PORT                                     018 27 22.3
 FB2989:UTM  17      -  PORT                                     017 18 21.7
 FB2989
 FB2989|---------------------------------------------------------------------|
 FB2989| PID    Reference Object                     Distance      Geod. Az  |
 FB2989|                                                           dddmmss.s |
 FB2989| FB3004 PORT                                APPROX. 0.6 KM 0162452.1 |
 FB2989| FB3007 RUNWAY                              APPROX. 0.6 KM 2674418.0 |
 FB2989|---------------------------------------------------------------------|
 FB2989
 FB2989                          SUPERSEDED SURVEY CONTROL
 FB2989
 FB2989  NAD 83(1995)-  35 26 09.47255(N)    082 32 14.84329(W) AD(       ) 2
 FB2989  NAD 83(1986)-  35 26 09.47408(N)    082 32 14.84062(W) AD(       ) 2
 FB2989  NAD 27      -  35 26 09.06395(N)    082 32 15.39739(W) AD(       ) 2
 FB2989  NGVD 29 (07/19/86)  654.03   (m)         2145.8    (f) LEVELING    3  
 FB2989
 FB2989.Superseded values are not recommended for survey control.
 FB2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2989.See file dsdata.txt to determine how the superseded data were derived.
 FB2989
 FB2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6044722477(NAD 83)
 FB2989_MARKER: DE = TRAVERSE STATION DISK
 FB2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2989_STAMPING: AIR 1967
 FB2989_MARK LOGO: NCGS  
 FB2989_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2989+STABILITY: SURFACE MOTION
 FB2989
 FB2989  HISTORY     - Date     Condition        Report By
 FB2989  HISTORY     - 1967     MONUMENTED       NCGS
 FB2989  HISTORY     - 1974     GOOD             NCGS
 FB2989  HISTORY     - 1974     GOOD             NGS
 FB2989  HISTORY     - 1980     GOOD             NGS
 FB2989  HISTORY     - 1981     GOOD             NGS
 FB2989  HISTORY     - 1981     GOOD             NCGS
 FB2989  HISTORY     - 19940708 SEE DESCRIPTION  NCGS
 FB2989
 FB2989                          STATION DESCRIPTION
 FB2989
 FB2989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB2989'AIR IS A N. C. GEODETIC SURVEY TRAVERSE STATIION ESTABLISHED IN THE
 FB2989'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2989'
 FB2989'AIR IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF ARDEN. TO REACH
 FB2989'STATION PROCEED FROM THE INTERSECTION OF AIRPORT RD. (SR
 FB2989'3526) AND I-26 SOUTHWEST ON AIRPORT RD. FOR 0.1 MILE TO NORTH
 FB2989'ENTRANCE TO AIRPORT, TURN RIGHT (WEST) AND CONTINUE 0.05 MILE TO
 FB2989'Y IN ROAD, AND STATION, WHICH IS LOCATED AT THE NORTHEAST TIP OF
 FB2989'AIRPORT LAWN BETWEEN FREIGHT LOADING ENTRANCE AND DRIVE TO
 FB2989'ADMINISTRATION BUILDING.
 FB2989'
 FB2989'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIR
 FB2989'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2989'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FB2989'
 FB2989'MARK IS
 FB2989'6.6 FEET W OF
 FB2989'SIDEWALK AND CURVE JUNCTION,
 FB2989'6.3 FEET E OF CENTER OF 2.5 FEET
 FB2989'X 1.2 FEET IRON DRAIN
 FB2989'23.4 FEET SE OF DO NOT ENTER SIGN, WITH ALUMINUM
 FB2989'REF. TAG,
 FB2989'54.1 FEET S OF LAMP POST AT FREIGHT EXIT, AND
 FB2989'28.1 FEET NNE OF
 FB2989'FIRST PARKING METER.
 FB2989
 FB2989                          STATION RECOVERY (1974)
 FB2989
 FB2989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2989'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FB2989'
 FB2989'CORRECTIONS TO DESCRIPTION ARE - STATION IS 0.3 MILE SOUTHWEST OF
 FB2989'SR 3526 OVERPASS OF I-26 AND NOT 0.1 MILE AS WRITTEN, THE --DO NOT
 FB2989'ENTER-- SIGN IS GONE.  STATION IS ALSO 45.4 FEET EAST-NORTHEAST OF THE
 FB2989'FACE OF THE BRICK SIGN DENOTING --ASHEVILLE AIRPORT--.
 FB2989
 FB2989                          STATION RECOVERY (1974)
 FB2989
 FB2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 FB2989'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FB2989'
 FB2989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES
 FB2989'SOUTHWEST OF ARDEN.
 FB2989
 FB2989                          STATION RECOVERY (1980)
 FB2989
 FB2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BRL)
 FB2989'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 FB2989'NOT OCCUPIED AT THIS TIME.
 FB2989'
 FB2989'THE STATION IS LOCATED 17-1/2 KM SOUTH OF ASHEVILLE, IN THE VERY
 FB2989'SOUTHERN TIP OF BUNCOMBE COUNTY, AT THE ASHEVILLE MUNICIPAL
 FB2989'AIRPORT, AND ON AIRPORT PROPERTY.
 FB2989'
 FB2989'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 26 PASSES
 FB2989'UNDER U.S. HIGHWAY 25 JUST SOUTHWEST OF FLETCHER, GO
 FB2989'NORTHWESTERLY ON INTERSTATE HIGHWAY 26 FOR 5 KM (3.1 MI) TO THE
 FB2989'AIRPORT EXIT.  BEAR RIGHT ON THE EXIT RAMP FOR 0.3 KM (0.2 MI) TO
 FB2989'AIRPORT ROAD.  TURN LEFT ON AIRPORT ROAD FOR 0.1 KM (0.05 MI) TO
 FB2989'STATION PORT NCGS 1967 ON THE RIGHT.  CONTINUE AHEAD ON AIRPORT ROAD
 FB2989'FOR 0.4 KM (0.3 MI) TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.
 FB2989'TURN RIGHT AND GO 0.1 (0.05 MI) TO THE STATION IN THE ANGLE
 FB2989'FORMED BY THE ROAD INTERSECTION.
 FB2989'
 FB2989'THE STATION IS A STANDARD NCGS DISK
 FB2989'STAMPED---AIR 1967---,
 FB2989'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB2989'FLUSH WITH GROUND.  IT IS LOCATED
 FB2989'13.85 METERS EAST FROM THE BRICK ASHEVILLE AIRPORT SIGN,
 FB2989'10.2 METERS NORTHEAST FROM THE CENTER OF THE ROAD LEADING TO THE
 FB2989'TERMINAL,
 FB2989'10 METERS SOUTH FROM THE CENTER OF THE ROAD LEADING TO THE
 FB2989'RUNWAYS AND
 FB2989'1.8 METERS EAST FROM A STEEL COVER OF A CULVERT DRAIN.
 FB2989'
 FB2989'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FB2989'IT IS NOT KNOWN WHETHER THERE IS AN UNDER GROUND MARK.
 FB2989'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2989
 FB2989                          STATION RECOVERY (1981)
 FB2989
 FB2989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FB2989'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FB2989'
 FB2989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.4 MILES SOUTHWEST
 FB2989'OF ARDEN.
 FB2989
 FB2989                          STATION RECOVERY (1981)
 FB2989
 FB2989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2989'THE STATION WAS RECOVERED AT THIS DATE.
 FB2989'MARK WAS FOUND IN GOOD CONDITION.
 FB2989'
 FB2989'MARK IS 47.5 FEET NORTH OF EAST END OF BLOCK SIGN,  33.2 FEET
 FB2989'SOUTH-SOUTHEAST OF CENTERLINE OF ACCESS ROAD, 5.5 FEET
 FB2989'NORTH-NORTHEAST OF--REDUCE SPEED AHEAD--SIGN, 32.9 FEET NORTHWEST OF
 FB2989'CENTERLINE OF ROAD TO TERMINAL.
 FB2989
 FB2989                          STATION RECOVERY (1994)
 FB2989
 FB2989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB2989'STATION WAS NOT FOUND, PROBABLY DESTROYED BY AIRPORT EXPANSION
 FB2989'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5292 ***********************************************************************
 EZ5292  DESIGNATION -  AIR
 EZ5292  PID         -  EZ5292
 EZ5292  STATE/COUNTY-  NC/WAKE
 EZ5292  USGS QUAD   -  LAKE WHEELER (1993)
 EZ5292
 EZ5292                         *CURRENT SURVEY CONTROL
 EZ5292  ___________________________________________________________________
 EZ5292* NAD 83(2001)-  35 43 54.63526(N)    078 39 03.07743(W)     ADJUSTED  
 EZ5292* NAVD 88     -       109.5    (meters)     359.     (feet)  VERT ANG  
 EZ5292  ___________________________________________________________________
 EZ5292  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 EZ5292  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 EZ5292  HORZ ORDER  -  SECOND
 EZ5292
 EZ5292.The horizontal coordinates were established by classical geodetic methods
 EZ5292.and adjusted by the National Geodetic Survey in August 2005.
 EZ5292
 EZ5292.The orthometric height was determined by vertical angle observations.
 EZ5292
 EZ5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5292
 EZ5292.The geoid height was determined by GEOID03.
 EZ5292
 EZ5292;                    North         East     Units Scale Factor Converg.
 EZ5292;SPC NC       -   219,904.560   641,184.680   MT  0.99990761   +0 12 05.5
 EZ5292;SPC NC       -   721,470.21  2,103,620.07   sFT  0.99990761   +0 12 05.5
 EZ5292;UTM  17      - 3,956,750.950   712,456.403   MT  1.00015625   +1 22 20.6
 EZ5292
 EZ5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5292!SPC NC       -   0.99998798  x   0.99990761  =   0.99989560
 EZ5292!UTM  17      -   0.99998798  x   1.00015625  =   1.00014423
 EZ5292
 EZ5292|---------------------------------------------------------------------|
 EZ5292| PID    Reference Object                     Distance      Geod. Az  |
 EZ5292|                                                           dddmmss.s |
 EZ5292| DI0397 PORT RESET                          378.878 METERS 34430     |
 EZ5292|---------------------------------------------------------------------|
 EZ5292
 EZ5292                          SUPERSEDED SURVEY CONTROL
 EZ5292
 EZ5292  NAD 83(1986)-  35 43 54.64066(N)    078 39 03.08641(W) AD(       ) 2
 EZ5292  NAD 27      -  35 43 54.08950(N)    078 39 04.07182(W) AD(       ) 2
 EZ5292  NGVD 29 (07/19/86)  109.8    (m)          360.     (f) VERT ANG    3  
 EZ5292
 EZ5292.Superseded values are not recommended for survey control.
 EZ5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5292.See file dsdata.txt to determine how the superseded data were derived.
 EZ5292
 EZ5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1245656751(NAD 83)
 EZ5292_MARKER: DE = TRAVERSE STATION DISK
 EZ5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5292_STAMPING: AIR 1965
 EZ5292_MARK LOGO: NCGS  
 EZ5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5292+STABILITY: SURFACE MOTION
 EZ5292
 EZ5292  HISTORY     - Date     Condition        Report By
 EZ5292  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5292
 EZ5292                          STATION DESCRIPTION
 EZ5292
 EZ5292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5292'AIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5292'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5292'
 EZ5292'AIR IS 3.35 MILES S OF RALEIGH, LOCATED 0.6 MILES S OF SR
 EZ5292'1428 AND U.S. 70 INTERSECTION ALONG U.S. 70.  0.05 MILES N OF
 EZ5292'SR 1370 (STOP LIGHT ON U.S. 70).  ON A 4 FT BANK IN THE NW
 EZ5292'CORNER OF MRS. BARRYS YARD.
 EZ5292'
 EZ5292'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5292'AIR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5292'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5292'
 EZ5292'MARK IS
 EZ5292'
 EZ5292'55.6 FT N OF C/L OF W. BOUND LANE
 EZ5292'
 EZ5292'45.0 FT N OF YELLOW ARROW PAINTED ON W. BOUND LANE
 EZ5292'
 EZ5292'107.4 FT E OF PP WITH ALUMINUM REF. TAG
 EZ5292'
 EZ5292'37.0 FT E OF CHINABERRY TREE
 EZ5292'
 EZ5292'130.2 FT W OF PP WITH ALUMINUM REF. TAG
 EZ5292'
 EZ5292'4.0 FT N OF EDGE OF BANK
 EZ5292'
 EZ5292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3142 ***********************************************************************
 EY3142  DESIGNATION -  AIR
 EY3142  PID         -  EY3142
 EY3142  STATE/COUNTY-  NC/WILSON
 EY3142  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 EY3142
 EY3142                         *CURRENT SURVEY CONTROL
 EY3142  ___________________________________________________________________
 EY3142* NAD 83(2001)-  35 46 41.91208(N)    077 57 41.87459(W)     ADJUSTED  
 EY3142* NAVD 88     -        47.0    (meters)     154.     (feet)  VERTCON   
 EY3142  ___________________________________________________________________
 EY3142  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EY3142  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EY3142  HORZ ORDER  -  SECOND
 EY3142
 EY3142.The horizontal coordinates were established by classical geodetic methods
 EY3142.and adjusted by the National Geodetic Survey in August 2005.
 EY3142
 EY3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3142
 EY3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3142
 EY3142.The geoid height was determined by GEOID03.
 EY3142
 EY3142;                    North         East     Units Scale Factor Converg.
 EY3142;SPC NC       -   225,495.117   703,475.936   MT  0.99991472   +0 35 57.5
 EY3142;SPC NC       -   739,811.90  2,307,987.30   sFT  0.99991472   +0 35 57.5
 EY3142;UTM  18      - 3,963,407.395   232,292.066   MT  1.00048322   -1 43 57.2
 EY3142;UTM  17      - 3,963,619.991   774,646.335   MT  1.00052960   +1 46 39.0
 EY3142
 EY3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3142!SPC NC       -   0.99999808  x   0.99991472  =   0.99991280
 EY3142!UTM  18      -   0.99999808  x   1.00048322  =   1.00048130
 EY3142!UTM  17      -   0.99999808  x   1.00052960  =   1.00052768
 EY3142
 EY3142:                Primary Azimuth Mark                     Grid Az
 EY3142:SPC NC       -  WILSON AZ MK                             199 38 30.2
 EY3142:UTM  18      -  WILSON AZ MK                             201 58 24.9
 EY3142:UTM  17      -  WILSON AZ MK                             198 27 48.7
 EY3142
 EY3142|---------------------------------------------------------------------|
 EY3142| PID    Reference Object                     Distance      Geod. Az  |
 EY3142|                                                           dddmmss.s |
 EY3142| EY3159 WILSON AZ MK                        447.379 METERS 2001427.7 |
 EY3142|---------------------------------------------------------------------|
 EY3142
 EY3142                          SUPERSEDED SURVEY CONTROL
 EY3142
 EY3142  NAD 83(1986)-  35 46 41.92016(N)    077 57 41.88421(W) AD(       ) 2
 EY3142  NAD 27      -  35 46 41.35723(N)    077 57 42.93604(W) AD(       ) 2
 EY3142  NGVD 29 (07/19/86)   47.3    (m)          155.     (f) VERT ANG    3  
 EY3142
 EY3142.Superseded values are not recommended for survey control.
 EY3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3142.See file dsdata.txt to determine how the superseded data were derived.
 EY3142
 EY3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3229263407(NAD 83)
 EY3142_MARKER: DE = TRAVERSE STATION DISK
 EY3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3142_STAMPING: AIR 1972
 EY3142_MARK LOGO: NCGS  
 EY3142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3142+STABILITY: SURFACE MOTION
 EY3142
 EY3142  HISTORY     - Date     Condition        Report By
 EY3142  HISTORY     - 1972     MONUMENTED       NCGS
 EY3142  HISTORY     - 1975     GOOD             NGS
 EY3142  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY3142
 EY3142                          STATION DESCRIPTION
 EY3142
 EY3142'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EY3142'AIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY3142'THE VICINITY OF WILSON, NORTH CAROLINA.
 EY3142'
 EY3142'AIR IS LOCATED APPROXIMATELY 4.7 MILES NORTHWEST OF WILSON.  TO
 EY3142'REACH STATION PROCEED FROM THE INTERSECTION OF NC 58 NORTH
 EY3142'(W. NASH ST.), NC 58 SOUTH AND NC 42 IN WILSON.  GO NNW ALONG
 EY3142'NC 58 N FOR 2.3 MILES TO T INTERSECTION WITH SR 1310, THENCE
 EY3142'WSW ALONG SR 1310 FOR 0.35 MILE TO T INTERSECTION WITH SR 1311,
 EY3142'THENCE WSW ALONG SR 1311 FOR 0.45 MILE TO STATION ON LEFT
 EY3142'BANK, BETWEEN SR 1311 AND WOODS PATH LEADING TO AIRPORT.  AND
 EY3142'APPROXIMATELY 300 FT W OF FRAME DWELLING.
 EY3142'
 EY3142'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3142'AIR 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3142'WHICH IS FLUSH WITH THE GROUND.
 EY3142'
 EY3142'MARK IS
 EY3142'
 EY3142'21.6 FT SSE OF C/L OF SR 1311
 EY3142'
 EY3142'9.4 FT NNW OF ALUMINUM REF. TAG ON 4 INCH PINE STUMP,
 EY3142'PROJECTING 3 INCHES IN NW EDGE OF PATH
 EY3142'
 EY3142'92.0 FT WSW OF PATH ENTRANCE TO SR 1311 FROM DIRECTION OF AIRPORT
 EY3142'
 EY3142'118.3 FT E OF FIELD LANE FROM THE NORTH, AS IT ENTERS SR 1311
 EY3142
 EY3142                          STATION RECOVERY (1975)
 EY3142
 EY3142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY3142'STATION RECOVERED GOOD.  STATION NO LONGER SEES WILSON AZIMUTH.
 EY3142'
 EY3142'BANK IS GONE.  WOODS PATH GROWN OVER.
 EY3142'
 EY3142'NEW REFERENCES--
 EY3142'19.7 FEET SSE OF C/L OF SR 1311.
 EY3142'40.7 FEET N OF 4 INCH PINE WITH ALUMINUM REF. TAG.
 EY3142'35.5 FEET NE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EY3142'43.9 FEET N OF 4 INCH PINE WITH ALUMINUM REF. TAG.
 EY3142'115.9 FEET E OF FIELD ROAD FROM NORTH, AS IT ENTERS SR 1311.
 EY3142'
 EY3142'NEAREST TOWN--4.7 MILES NW OF WILSON.
 EY3142
 EY3142                          STATION RECOVERY (1988)
 EY3142
 EY3142'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY3142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3061 ***********************************************************************
 AE3061  DESIGNATION -  AIR
 AE3061  PID         -  AE3061
 AE3061  STATE/COUNTY-  NC/SURRY
 AE3061  USGS QUAD   -  ELKIN NORTH (1994)
 AE3061
 AE3061                         *CURRENT SURVEY CONTROL
 AE3061  ___________________________________________________________________
 AE3061* NAD 83(2001)-  36 16 53.44844(N)    080 47 16.66646(W)     ADJUSTED  
 AE3061* NAVD 88     -       326.663  (meters)    1071.73   (feet)  ADJUSTED  
 AE3061  ___________________________________________________________________
 AE3061  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AE3061  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AE3061  DYNAMIC HT  -         326.358 (meters)    1070.73  (feet)  COMP
 AE3061  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 AE3061
 AE3061  HORZ ORDER  -  SECOND
 AE3061  VERT ORDER  -  SECOND    CLASS II
 AE3061
 AE3061.This mark is at Elkin Airport (ZEF)
 AE3061
 AE3061.The horizontal coordinates were established by classical geodetic methods
 AE3061.and adjusted by the National Geodetic Survey in August 2005.
 AE3061
 AE3061.The orthometric height was determined by differential leveling
 AE3061.and adjusted in December 1997.
 AE3061
 AE3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3061
 AE3061.The geoid height was determined by GEOID03.
 AE3061
 AE3061.The dynamic height is computed by dividing the NAVD 88
 AE3061.geopotential number by the normal gravity value computed on the
 AE3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3061.degrees latitude (g = 980.6199 gals.).
 AE3061
 AE3061.The modeled gravity was interpolated from observed gravity values.
 AE3061
 AE3061;                    North         East     Units Scale Factor Converg.
 AE3061;SPC NC       -   282,284.320   448,970.000   MT  1.00003408   -1 01 55.1
 AE3061;SPC NC       -   926,127.81  1,472,995.74   sFT  1.00003408   -1 01 55.1
 AE3061;UTM  17      - 4,015,193.996   519,042.262   MT  0.99960447   +0 07 31.7
 AE3061
 AE3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3061!SPC NC       -   0.99995398  x   1.00003408  =   0.99998806
 AE3061!UTM  17      -   0.99995398  x   0.99960447  =   0.99955847
 AE3061
 AE3061|---------------------------------------------------------------------|
 AE3061| PID    Reference Object                     Distance      Geod. Az  |
 AE3061|                                                           dddmmss.s |
 AE3061| FZ2185 ELKPORT AZ MK                       271.921 METERS 18320     |
 AE3061| AE3062 AIR AZ MK                           408.150 METERS 2950142.2 |
 AE3061|---------------------------------------------------------------------|
 AE3061
 AE3061                          SUPERSEDED SURVEY CONTROL
 AE3061
 AE3061  NAD 83(1986)-  36 16 53.45681(N)    080 47 16.67363(W) AD(       ) 2
 AE3061  NGVD 29 (12/22/97)  326.82   (m)         1072.2    (f) LEVELING    3  
 AE3061
 AE3061.Superseded values are not recommended for survey control.
 AE3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3061.See file dsdata.txt to determine how the superseded data were derived.
 AE3061
 AE3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1904215194(NAD 83)
 AE3061_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3061_STAMPING: AIR 1986
 AE3061_MARK LOGO: NCGS  
 AE3061_PROJECTION: FLUSH
 AE3061_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3061+STABILITY: SURFACE MOTION
 AE3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3061+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 AE3061
 AE3061  HISTORY     - Date     Condition        Report By
 AE3061  HISTORY     - 1986     MONUMENTED       NCGS
 AE3061  HISTORY     - 19961114 GOOD             NCGS
 AE3061  HISTORY     - 19970203 GOOD             NCGS
 AE3061
 AE3061                          STATION DESCRIPTION
 AE3061
 AE3061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE3061'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3061'1138 (OLD CC CAMP RD) FOR 3.1 KM (1.90 MI) EAST FROM THE I-77
 AE3061'INTERCHANGE, AT ENTRANCE TO ELKIN MUNICIPAL AIRPORT, NEAR NORTHEAST
 AE3061'CORNER OF YARD. MARK IS RECESSED 1 INCH BELOW GROUND AND IS 2-FEET
 AE3061'LOWER THAN THE ROAD. LOCATED 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE
 AE3061'OF ROAD, 55.8 M (183.1 FT) EAST-SOUTHEAST OF CENTERLINE OF
 AE3061'T-INTERSECTION WITH AIRPORT ENTRANCE ROAD, 4.7 M (15.4 FT)
 AE3061'WEST-SOUTHWEST OF WEST END OF DRIVE CULVERT, 22.3 M (73.2 FT)
 AE3061'NORTH-NORTHWEST OF NORTHWEST CORNER OF BRICK RESIDENCE (LARRY
 AE3061'ANDERSON), 22.0 M (72.2 FT) NORTHEAST OF NORTHEAST CORNER OF BRICK
 AE3061'RESIDENCE (MASON MILLER), AND 1.7 M (5.6 FT) EAST-NORTHEAST OF
 AE3061'TELEPHONE PEDESTAL BESIDE POWER POLE WITH TRANSFORMER AND REFERENCE
 AE3061'TAG.
 AE3061
 AE3061                          STATION RECOVERY (1996)
 AE3061
 AE3061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AE3061'RECOVERED AS DESCRIBED.
 AE3061
 AE3061                          STATION RECOVERY (1997)
 AE3061
 AE3061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (DRS)
 AE3061'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3061'1138 (OLD CC CAMP RD) FOR 3.1 KM (1.90 MI) EAST FROM THE I-77
 AE3061'INTERCHANGE, AT ENTRANCE TO ELKIN MUNICIPAL AIRPORT, NEAR NORTHEAST
 AE3061'CORNER OF YARD,  RECESSED 1 INCH BELOW GROUND AND IS 2-FEET LOWER THAN
 AE3061'THE ROAD, 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF ROAD, 55.8 M
 AE3061'(183.1 FT) EAST-SOUTHEAST OF CENTERLINE OF T-INTERSECTION WITH AIRPORT
 AE3061'ENTRANCE ROAD, 4.7 M (15.4 FT) WEST-SOUTHWEST OF WEST END OF DRIVE
 AE3061'CULVERT, 22.3 M (73.2 FT) NORTH-NORTHWEST OF NORTHWEST CORNER OF BRICK
 AE3061'RESIDENCE (LARRY ANDERSON), 22.0 M (72.2 FT) NORTHEAST OF NORTHEAST
 AE3061'CORNER OF BRICK RESIDENCE (MASON MILLER), AND 1.7 M (5.6 FT)
 AE3061'EAST-NORTHEAST OF TELEPHONE PEDESTAL BESIDE POWER POLE WITH
 AE3061'TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5278 ***********************************************************************
 AI5278  DESIGNATION -  AIR
 AI5278  PID         -  AI5278
 AI5278  STATE/COUNTY-  NC/HALIFAX
 AI5278  USGS QUAD   -  HOBGOOD (1962)
 AI5278
 AI5278                         *CURRENT SURVEY CONTROL
 AI5278  ___________________________________________________________________
 AI5278* NAD 83(2007)-  36 02 41.46132(N)    077 22 57.55099(W)     ADJUSTED  
 AI5278* NAVD 88     -        27.4    (meters)      90.     (feet)  GPS OBS   
 AI5278  ___________________________________________________________________
 AI5278  EPOCH DATE  -        2002.00
 AI5278  X           -   1,127,813.366 (meters)                     COMP
 AI5278  Y           -  -5,038,381.132 (meters)                     COMP
 AI5278  Z           -   3,732,212.041 (meters)                     COMP
 AI5278  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AI5278  ELLIP HEIGHT-          -7.850 (meters)          (02/10/07) ADJUSTED
 AI5278  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AI5278
 AI5278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5278  Type    PID    Designation                      North   East  Ellip
 AI5278  -------------------------------------------------------------------
 AI5278  NETWORK AI5278 AIR                               0.37   0.33   1.08
 AI5278  -------------------------------------------------------------------
 AI5278
 AI5278.The horizontal coordinates were established by GPS observations
 AI5278.and adjusted by the National Geodetic Survey in February 2007.
 AI5278
 AI5278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5278.The horizontal coordinates are valid at the epoch date displayed above.
 AI5278.The epoch date for horizontal control is a decimal equivalence
 AI5278.of Year/Month/Day.
 AI5278
 AI5278.The orthometric height was determined by GPS observations and a
 AI5278.high-resolution geoid model.
 AI5278
 AI5278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5278
 AI5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5278
 AI5278.The ellipsoidal height was determined by GPS observations
 AI5278.and is referenced to NAD 83.
 AI5278
 AI5278.The geoid height was determined by GEOID03.
 AI5278
 AI5278;                    North         East     Units Scale Factor Converg.
 AI5278;SPC NC       -   255,764.289   755,333.499   MT  0.99996828   +0 56 00.5
 AI5278;SPC NC       -   839,120.00  2,478,123.32   sFT  0.99996828   +0 56 00.5
 AI5278;UTM  18      - 3,991,549.982   285,359.614   MT  1.00016770   -1 24 09.1
 AI5278
 AI5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5278!SPC NC       -   1.00000123  x   0.99996828  =   0.99996951
 AI5278!UTM  18      -   1.00000123  x   1.00016770  =   1.00016893
 AI5278
 AI5278                          SUPERSEDED SURVEY CONTROL
 AI5278
 AI5278  NAD 83(2001)-  36 02 41.46147(N)    077 22 57.55060(W) AD(       ) 1
 AI5278  ELLIP H (03/13/03)   -7.840  (m)                       GP(       ) 4 2
 AI5278  NAD 83(1986)-  36 02 41.46984(N)    077 22 57.56159(W) AD(       ) 1
 AI5278
 AI5278.Superseded values are not recommended for survey control.
 AI5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5278.See file dsdata.txt to determine how the superseded data were derived.
 AI5278
 AI5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8536091550(NAD 83)
 AI5278_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5278_STAMPING: AIR 1993
 AI5278_MARK LOGO: NCGS  
 AI5278_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5278+STABILITY: SURFACE MOTION
 AI5278
 AI5278  HISTORY     - Date     Condition        Report By
 AI5278  HISTORY     - 1993     MONUMENTED       NCGS
 AI5278
 AI5278                          STATION DESCRIPTION
 AI5278
 AI5278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5278'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH-NORTHEAST OF HOBGOOD
 AI5278'AND 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF SCOTLAND NECK. ALONG SR 1820
 AI5278'(HOBGOOD ROAD) FOR 1.3 MI (2.1 KM) NORTHEAST FROM NC 125 (COMMERCE
 AI5278'STREET) IN HOBGOOD, OR 0.2 MI (0.3 KM) SOUTHWEST FROM SR 1809 (WINSLOW
 AI5278'ROAD), AT THE ENTRANCE TO A GRASS AIRSTRIP AND QUONSET TYPE HANGAR.
 AI5278'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND.
 AI5278'LOCATED 29.3 FT (8.9 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 15.0
 AI5278'FT (4.6 M) SOUTH OF THE CENTER OF THE GRAVEL DRIVEWAY, 30.0 FT (9.1 M)
 AI5278'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A ROAD CULVERT, 9.0 FT (2.7 M)
 AI5278'NORTH-NORTHWEST OF A WATER METER, AND 98.0 FT (29.9 M) NORTHEAST OF A
 AI5278'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE3062 ***********************************************************************
 AE3062  DESIGNATION -  AIR AZ MK
 AE3062  PID         -  AE3062
 AE3062  STATE/COUNTY-  NC/SURRY
 AE3062  USGS QUAD   -  ELKIN NORTH (1994)
 AE3062
 AE3062                         *CURRENT SURVEY CONTROL
 AE3062  ___________________________________________________________________
 AE3062* NAD 83(2001)-  36 16 59.05036(N)    080 47 31.48593(W)     ADJUSTED  
 AE3062* NAVD 88     -       340.994  (meters)    1118.74   (feet)  ADJUSTED  
 AE3062  ___________________________________________________________________
 AE3062  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AE3062  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AE3062  DYNAMIC HT  -         340.676 (meters)    1117.70  (feet)  COMP
 AE3062  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 AE3062
 AE3062  HORZ ORDER  -  SECOND
 AE3062  VERT ORDER  -  SECOND    CLASS II
 AE3062
 AE3062.The horizontal coordinates were established by classical geodetic methods
 AE3062.and adjusted by the National Geodetic Survey in August 2005.
 AE3062
 AE3062.The orthometric height was determined by differential leveling
 AE3062.and adjusted in December 1997.
 AE3062
 AE3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3062
 AE3062.The geoid height was determined by GEOID03.
 AE3062
 AE3062.The dynamic height is computed by dividing the NAVD 88
 AE3062.geopotential number by the normal gravity value computed on the
 AE3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3062.degrees latitude (g = 980.6199 gals.).
 AE3062
 AE3062.The modeled gravity was interpolated from observed gravity values.
 AE3062
 AE3062;                    North         East     Units Scale Factor Converg.
 AE3062;SPC NC       -   282,463.637   448,603.327   MT  1.00003457   -1 02 03.6
 AE3062;SPC NC       -   926,716.12  1,471,792.75   sFT  1.00003457   -1 02 03.6
 AE3062;UTM  17      - 4,015,365.796   518,672.201   MT  0.99960430   +0 07 23.0
 AE3062
 AE3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3062!SPC NC       -   0.99995173  x   1.00003457  =   0.99998630
 AE3062!UTM  17      -   0.99995173  x   0.99960430  =   0.99955605
 AE3062
 AE3062                          SUPERSEDED SURVEY CONTROL
 AE3062
 AE3062  NAD 83(1986)-  36 16 59.05863(N)    080 47 31.49288(W) AD(       ) 2
 AE3062  NGVD 29 (12/22/97)  341.15   (m)         1119.3    (f) LEVELING    3  
 AE3062
 AE3062.Superseded values are not recommended for survey control.
 AE3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3062.See file dsdata.txt to determine how the superseded data were derived.
 AE3062
 AE3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1867215366(NAD 83)
 AE3062_MARKER: DZ = AZIMUTH MARK DISK
 AE3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3062_STAMPING: AIR 1986
 AE3062_MARK LOGO: NCGS  
 AE3062_PROJECTION: FLUSH
 AE3062_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3062+STABILITY: SURFACE MOTION
 AE3062
 AE3062  HISTORY     - Date     Condition        Report By
 AE3062  HISTORY     - 1986     MONUMENTED       NCGS
 AE3062  HISTORY     - 19970203 GOOD             NCGS
 AE3062
 AE3062                          STATION DESCRIPTION
 AE3062
 AE3062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE3062'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3062'1138 (OLD C C CAMP RD) FOR 2.8 KM (1.75 MI) , EAST FROM THE I-77
 AE3062'INTERCHANGE, OR 0.3 KM (0.20 MI) WEST OF THE ENTRANCE TO ELKIN
 AE3062'MUNICIPAL AIRPORT, ON NORTH BANK AND EAST SIDE OF AN UNPAVED DRIVE.
 AE3062'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS ABOUT 4-FEET HIGHER THAN
 AE3062'THE ROAD. LOCATED 19.2 M (63.0 FT) NORTH OF THE CENTERLINE OF ROAD,
 AE3062'3.3 M (10.8 FT) EAST OF CENTERLINE OF DIRT DRIVE, 29.7 M (97.4 FT)
 AE3062'SOUTHEAST OF SOUTHEAST CORNER OF WHITE HOUSE, 2.7 M (8.9 FT) SOUTH OF
 AE3062'10-INCH CEDAR TREE, AND 12.4 M (40.7 FT) NORTHWEST OF TELEPHONE
 AE3062'PEDESTAL BESIDE POWER POLE WITH A REFERENCE TAG.
 AE3062
 AE3062                          STATION RECOVERY (1997)
 AE3062
 AE3062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (DRS)
 AE3062'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) NORTHEAST OF ELKIN. ALONG SR
 AE3062'1138 (OLD C C CAMP RD) FOR 2.8 KM (1.75 MI), EAST FROM THE I-77
 AE3062'INTERCHANGE, OR 0.3 KM (0.20 MI) WEST OF THE ENTRANCE TO ELKIN
 AE3062'MUNICIPAL AIRPORT, ON NORTH BANK AND EAST SIDE OF AN UNPAVED DRIVE.
 AE3062'MARK PROJECTS 2 INCHES ABOVE GROUND AND IS ABOUT 4-FEET HIGHER THAN
 AE3062'THE ROAD. LOCATED 19.2 M (63.0 FT) NORTH OF THE CENTERLINE OF ROAD,
 AE3062'3.3 M (10.8 FT) EAST OF CENTERLINE OF DIRT DRIVE, 29.7 M (97.4 FT)
 AE3062'SOUTHEAST OF SOUTHEAST CORNER OF WHITE HOUSE, 2.7 M (8.9 FT) SOUTH OF
 AE3062'10-INCH CEDAR TREE, AND 12.4 M (40.7 FT) NORTHWEST OF TELEPHONE
 AE3062'PEDESTAL BESIDE POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4182 ***********************************************************************
 AH4182  DESIGNATION -  AIR AZ MK HUB
 AH4182  PID         -  AH4182
 AH4182  STATE/COUNTY-  NC/SURRY
 AH4182  USGS QUAD   -  ELKIN NORTH (1994)
 AH4182
 AH4182                         *CURRENT SURVEY CONTROL
 AH4182  ___________________________________________________________________
 AH4182* NAD 83(2001)-  36 16 54.49082(N)    080 47 52.30303(W)     ADJUSTED  
 AH4182* NAVD 88     -       339.8    (meters)    1115.     (feet)  VERTCON   
 AH4182  ___________________________________________________________________
 AH4182  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AH4182  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AH4182  HORZ ORDER  -  SECOND
 AH4182
 AH4182.The horizontal coordinates were established by classical geodetic methods
 AH4182.and adjusted by the National Geodetic Survey in August 2005.
 AH4182
 AH4182.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4182
 AH4182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4182
 AH4182.The geoid height was determined by GEOID03.
 AH4182
 AH4182;                    North         East     Units Scale Factor Converg.
 AH4182;SPC NC       -   282,332.508   448,081.345   MT  1.00003417   -1 02 15.6
 AH4182;SPC NC       -   926,285.90  1,470,080.21   sFT  1.00003417   -1 02 15.6
 AH4182;UTM  17      - 4,015,224.212   518,153.197   MT  0.99960406   +0 07 10.6
 AH4182
 AH4182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4182!SPC NC       -   0.99995192  x   1.00003417  =   0.99998609
 AH4182!UTM  17      -   0.99995192  x   0.99960406  =   0.99955600
 AH4182
 AH4182                          SUPERSEDED SURVEY CONTROL
 AH4182
 AH4182  NAD 83(1986)-  36 16 54.49894(N)    080 47 52.30993(W) AD(       ) 2
 AH4182  NGVD 29 (12/22/97)  340.0    (m)         1115.     (f) VERT ANG    3  
 AH4182
 AH4182.Superseded values are not recommended for survey control.
 AH4182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4182.See file dsdata.txt to determine how the superseded data were derived.
 AH4182
 AH4182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1815315224(NAD 83)
 AH4182_MARK LOGO: NCGS  
 AH4182
 AH4182  HISTORY     - Date     Condition        Report By
 AH4182  HISTORY     - 1995     FIRST OBSERVED   NCGS
 AH4182
 AH4182                          STATION DESCRIPTION
 AH4182
 AH4182'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (ELC)
 AH4182'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF ELKIN. ALONG SR
 AH4182'1138 (CC CAMP ROAD) FOR 1.5 MI (2.4 KM) EAST FROM I-77, ON THE NORTH
 AH4182'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3807 ***********************************************************************
 FY3807  DESIGNATION -  AIR HARBOR AZ MK
 FY3807  PID         -  FY3807
 FY3807  STATE/COUNTY-  NC/GUILFORD
 FY3807  USGS QUAD   -  LAKE BRANDT (1994)
 FY3807
 FY3807                         *CURRENT SURVEY CONTROL
 FY3807  ___________________________________________________________________
 FY3807* NAD 83(2001)-  36 10 08.73503(N)    079 48 18.18177(W)     ADJUSTED  
 FY3807* NAVD 88     -       253.7    (meters)     832.     (feet)  VERT ANG  
 FY3807  ___________________________________________________________________
 FY3807  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 FY3807  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FY3807  HORZ ORDER  -  SECOND
 FY3807
 FY3807.The horizontal coordinates were established by classical geodetic methods
 FY3807.and adjusted by the National Geodetic Survey in August 2005.
 FY3807
 FY3807.The orthometric height was determined by vertical angle observations.
 FY3807
 FY3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3807
 FY3807.The geoid height was determined by GEOID03.
 FY3807
 FY3807;                    North         East     Units Scale Factor Converg.
 FY3807;SPC NC       -   268,656.668   537,170.916   MT  1.00000068   -0 27 52.7
 FY3807;SPC NC       -   881,417.75  1,762,368.25   sFT  1.00000068   -0 27 52.7
 FY3807;UTM  17      - 4,003,365.062   607,469.963   MT  0.99974231   +0 42 19.0
 FY3807
 FY3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3807!SPC NC       -   0.99996512  x   1.00000068  =   0.99996580
 FY3807!UTM  17      -   0.99996512  x   0.99974231  =   0.99970744
 FY3807
 FY3807                          SUPERSEDED SURVEY CONTROL
 FY3807
 FY3807  NAD 83(1986)-  36 10 08.74151(N)    079 48 18.18931(W) AD(       ) 2
 FY3807
 FY3807.Superseded values are not recommended for survey control.
 FY3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3807.See file dsdata.txt to determine how the superseded data were derived.
 FY3807
 FY3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0747003365(NAD 83)
 FY3807_MARKER: DZ = AZIMUTH MARK DISK
 FY3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3807_STAMPING: AIR HARBOR 1954
 FY3807_MARK LOGO: CGS   
 FY3807_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3807+STABILITY: SURFACE MOTION
 FY3807
 FY3807  HISTORY     - Date     Condition        Report By
 FY3807  HISTORY     - 1954     MONUMENTED       CGS
 FY3807  HISTORY     - 19910225 GOOD             NCGS
 FY3807
 FY3807                          STATION DESCRIPTION
 FY3807
 FY3807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY3807'RECOVERY BY NCGS IN FEBRUARY 1991 FOUND MARK TO BE GOOD CONDITION. THE
 FY3807'STATION WAS POSITIONED AS AN AZIMUTH TO GPS STATION--STONE 1991--ON
 FY3807'THIS PROJECT. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED
 FY3807'6.9 MI (11.1 KM) NORTH OF GREENSBORO, AND 5.8 MI (9.3 KM)
 FY3807'EAST-SOUTHEAST OF SUMMERFIELD. PROCEED ALONG SR 1001 (CHURCH ST) FOR
 FY3807'5.9 MI (9.5 KM) NORTH FROM US 70 (WENDOVER AVE) IN GREENSBORO, THENCE
 FY3807'WEST FOR 0.75 MI (1.21 KM) ALONG SR 2334 (AIR HARBOR RD), OR 385 FEET
 FY3807'(117.3 M) EAST OF STILL RUN DRIVE (EAST ENTRANCE TO AIR HARBOR
 FY3807'ESTATES), AND STATION ABOUT 300 FEET (91.4 M) NORTH ALONG A FENCE
 FY3807'LINE. MARK IS FLUSH WITH GROUND. LOCATED 302.5 FT (92.2 M) NORTH OF
 FY3807'THE CENTERLINE OF ROAD (ALONG A BARB WIRE FENCE LINE)--AND 14.6 FT
 FY3807'(4.5 M) NORTH-NORTHEAST OF 12-INCH PINE, 35.6 FT (10.9 M) SOUTHWEST OF
 FY3807'10-INCH GUM TREE, 90.4 FT (27.6 M) SOUTHEAST OF A 14-INCH TWIN TRUNK
 FY3807'CHERRY--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF9235 ***********************************************************************
 DF9235  DESIGNATION -  AIRBORNE
 DF9235  PID         -  DF9235
 DF9235  STATE/COUNTY-  NC/CUMBERLAND
 DF9235  USGS QUAD   -  BUNNLEVEL (1981)
 DF9235
 DF9235                         *CURRENT SURVEY CONTROL
 DF9235  ___________________________________________________________________
 DF9235* NAD 83(2007)-  35 15 18.51441(N)    078 49 26.05340(W)     ADJUSTED  
 DF9235* NAVD 88     -        50.5    (meters)     166.     (feet)  GPS OBS   
 DF9235  ___________________________________________________________________
 DF9235  EPOCH DATE  -        2002.00
 DF9235  X           -   1,010,633.715 (meters)                     COMP
 DF9235  Y           -  -5,115,272.783 (meters)                     COMP
 DF9235  Z           -   3,661,027.741 (meters)                     COMP
 DF9235  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 DF9235  ELLIP HEIGHT-          17.148 (meters)          (02/10/07) ADJUSTED
 DF9235  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 DF9235
 DF9235  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF9235  Type    PID    Designation                      North   East  Ellip
 DF9235  -------------------------------------------------------------------
 DF9235  NETWORK DF9235 AIRBORNE                          0.90   0.84   2.51
 DF9235  -------------------------------------------------------------------
 DF9235
 DF9235.The horizontal coordinates were established by GPS observations
 DF9235.and adjusted by the National Geodetic Survey in February 2007.
 DF9235
 DF9235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF9235.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF9235.The horizontal coordinates are valid at the epoch date displayed above.
 DF9235.The epoch date for horizontal control is a decimal equivalence
 DF9235.of Year/Month/Day.
 DF9235
 DF9235.The orthometric height was determined by GPS observations and a
 DF9235.high-resolution geoid model.
 DF9235
 DF9235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9235
 DF9235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9235
 DF9235.The ellipsoidal height was determined by GPS observations
 DF9235.and is referenced to NAD 83.
 DF9235
 DF9235.The geoid height was determined by GEOID03.
 DF9235
 DF9235;                    North         East     Units Scale Factor Converg.
 DF9235;SPC NC       -   166,979.627   625,624.618   MT  0.99987259   +0 06 05.9
 DF9235;SPC NC       -   547,832.33  2,052,570.10   sFT  0.99987259   +0 06 05.9
 DF9235;UTM  17      - 3,903,508.679   697,970.052   MT  1.00008302   +1 15 23.4
 DF9235
 DF9235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9235!SPC NC       -   0.99999731  x   0.99987259  =   0.99986990
 DF9235!UTM  17      -   0.99999731  x   1.00008302  =   1.00008033
 DF9235
 DF9235:                Primary Azimuth Mark                     Grid Az
 DF9235:SPC NC       -  LYLES                                    191 52 16.1
 DF9235:UTM  17      -  LYLES                                    190 42 58.6
 DF9235
 DF9235|---------------------------------------------------------------------|
 DF9235| PID    Reference Object                     Distance      Geod. Az  |
 DF9235|                                                           dddmmss.s |
 DF9235| DF9236 LYLES                               APPROX. 0.5 KM 1915822.0 |
 DF9235|---------------------------------------------------------------------|
 DF9235
 DF9235                          SUPERSEDED SURVEY CONTROL
 DF9235
 DF9235  NAD 83(1986)-  35 15 18.51971(N)    078 49 26.06033(W) AD(       ) 1
 DF9235  NAD 83(2001)-  35 15 18.51451(N)    078 49 26.05348(W) AD(       ) 1
 DF9235  ELLIP H (12/03/03)   17.183  (m)                       GP(       ) 4 2
 DF9235
 DF9235.Superseded values are not recommended for survey control.
 DF9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9235.See file dsdata.txt to determine how the superseded data were derived.
 DF9235
 DF9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9797003509(NAD 83)
 DF9235_MARKER: DH = HORIZONTAL CONTROL DISK
 DF9235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9235_STAMPING: AIRBORNE 1997
 DF9235_MARK LOGO: NCGS  
 DF9235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9235+STABILITY: SURFACE MOTION
 DF9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9235+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DF9235
 DF9235  HISTORY     - Date     Condition        Report By
 DF9235  HISTORY     - 1997     MONUMENTED       NCGS
 DF9235
 DF9235                          STATION DESCRIPTION
 DF9235
 DF9235'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997
 DF9235'STATION IS LOCATED ABOUT 14.3 MI (23.0 KM) NORTH-NORTHEAST OF
 DF9235'FAYETTEVILLE AND 4.2 MI (6.8 KM) WEST OF LINDEN IN THE NORTHWEST
 DF9235'CORNER OF THE YARD AT THE CUMBERLAND UNION FREE WILL BAPTIST CHURCH.
 DF9235'ALONG SR 1609 (W. REEVES BDG ROAD) FOR 0.35 MI (0.56 KM) SOUTH FROM
 DF9235'THE BRIDGE OVER THE LITTLE RIVER (HARNETT COUNTY LINE).
 DF9235'MARK IS ABOUT LEVEL WITH SR 1609 AND RECESSED 4-INCHES BELOW GROUND.
 DF9235'LOCATED 26.3 FT (8.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1609,
 DF9235'49 FT (14.9 M) NORTH-NORTHEAST OF THE CENTER OF THE CHURCH DRIVEWAY,
 DF9235'5.7 FT (1.7 M) NORTH-NORTHWEST OF A 3 1/2-INCH IRON PIPE AND---56.6 FT
 DF9235'WEST OF AN AREA LIGHT POLE, 62.0 FT (18.9 M) SOUTHWEST OF A 14-INCH
 DF9235'PINE--- BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5264 ***********************************************************************
 AE5264  DESIGNATION -  AIRCRAFT AZ MK 2
 AE5264  PID         -  AE5264
 AE5264  STATE/COUNTY-  NC/ROWAN
 AE5264  USGS QUAD   -  ROWAN MILLS (1987)
 AE5264
 AE5264                         *CURRENT SURVEY CONTROL
 AE5264  ___________________________________________________________________
 AE5264* NAD 83(2001)-  35 38 34.25228(N)    080 31 10.40051(W)     ADJUSTED  
 AE5264* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 AE5264  ___________________________________________________________________
 AE5264  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 AE5264  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AE5264  HORZ ORDER  -  SECOND
 AE5264
 AE5264.This mark is at Rowan County Airport (RUQ)
 AE5264
 AE5264.The horizontal coordinates were established by classical geodetic methods
 AE5264.and adjusted by the National Geodetic Survey in August 2005.
 AE5264
 AE5264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5264
 AE5264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5264
 AE5264.The geoid height was determined by GEOID03.
 AE5264
 AE5264;                    North         East     Units Scale Factor Converg.
 AE5264;SPC NC       -   211,028.872   471,997.086   MT  0.99989582   -0 52 37.4
 AE5264;SPC NC       -   692,350.56  1,548,543.77   sFT  0.99989582   -0 52 37.4
 AE5264;UTM  17      - 3,944,442.511   543,495.869   MT  0.99962331   +0 16 47.9
 AE5264
 AE5264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5264!SPC NC       -   0.99996805  x   0.99989582  =   0.99986387
 AE5264!UTM  17      -   0.99996805  x   0.99962331  =   0.99959137
 AE5264
 AE5264                          SUPERSEDED SURVEY CONTROL
 AE5264
 AE5264  NAD 83(1986)-  35 38 34.26203(N)    080 31 10.40760(W) AD(       ) 2
 AE5264  NGVD 29 (01/12/98)  234.9    (m)          771.     (f) VERT ANG    3  
 AE5264
 AE5264.Superseded values are not recommended for survey control.
 AE5264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5264.See file dsdata.txt to determine how the superseded data were derived.
 AE5264
 AE5264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4349644443(NAD 83)
 AE5264_MARKER: DZ = AZIMUTH MARK DISK
 AE5264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5264_STAMPING: AIRCRAFT 1948 NO 2 1981
 AE5264_MARK LOGO: NGS   
 AE5264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5264+STABILITY: SURFACE MOTION
 AE5264
 AE5264  HISTORY     - Date     Condition        Report By
 AE5264  HISTORY     - 1981     MONUMENTED       NGS
 AE5264  HISTORY     - 19820101 GOOD             NCGS
 AE5264
 AE5264                          STATION DESCRIPTION
 AE5264
 AE5264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AE5264'STATION IS LOCATED ON ROWAN COUNTY SWAIN AIRPORT ABOUT 5.6 KM (3.45
 AE5264'MI) MILES SOUTHWEST OF SALISBURY.  TO REACH THE STATION FROM THE
 AE5264'AIRPORT OFFICE, GO WEST ON TAXI-WAY FOR 0.05 MILE, (0.08 KM) TURN
 AE5264'RIGHT AND GO NORTH ON MAIN TAXI-WAY FOR 0.25 MILE (0.40 KM) TO A
 AE5264'TAXI-WAY LEADING EAST TO A PARKING PAD AND SMALL 1 - PLANE HANGAR,
 AE5264'TURN RIGHT GO EAST FOR ABOUT 0.05 MILE (0.08 KM) TO THE SOUTH EDGE OF
 AE5264'THE PARKING PAD AND THE MARK.  AZIMUTH MARK IS A STANDARD DISK
 AE5264'STAMPED---AIRCRAFT 1948 NO 2 1981---, SET IN THE TOP OF A CONCRETE
 AE5264'CYLINDER THAT IS 32 CM IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 AE5264'30 CM SOUTH OF THE SOUTH EDGE OF PARKING PAD, 18.9 METERS (62.0 FT)
 AE5264'WEST OF A MESH WIRE FENCE, 26.2 METERS (86.0 FT) SOUTHWEST OF THE
 AE5264'NORTHWEST CORNER OF A METAL BUILDING AND 27 METERS (88.6 FT)
 AE5264'WEST-SOUTHWEST OF THE EXTREME SOUTHEAST CORNER OF THE HANGAR.  HEIGHT
 AE5264'LIGHT SHOWN WAS 1.5 METERS.  (4.9 FT)
 AE5264
 AE5264                          STATION RECOVERY (1982)
 AE5264
 AE5264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5264'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF SALISBURY AT THE
 AE5264'ROWAN COUNTY SWAIN AIRPORT.  TO REACH THE STATION FROM THE US 29-US
 AE5264'601 BRIDGE OVER JAKE ALEXANDER BLVD (IN THE SOUTHWEST SECTION OF
 AE5264'SALISBURY), PROCEED SOUTHWEST ALONG US 29-US 601 FOR 1.55 MI (2.49 KM)
 AE5264'TO SR 1516 (AIRPORT ROAD), THENCE 0.15 MI (0.24 KM) NORTHWEST ALONG SR
 AE5264'1516 TO SR 1517, AND 0.25 MI (0.40 KM) NORTHEAST ALONG SR 1517 TO THE
 AE5264'AIRPORT ENTRANCE, THENCE 0.1 MI (0.2 KM) WEST ALONG A TAXIWAY TO THE
 AE5264'MAIN TAXIWAY, THENCE 0.25 NORTH ALONG THE MAIN TAXIWAY TO A TAXIWAY
 AE5264'RIGHT LEADING TO A PARKING PAD, THENCE 0.05 MI (0.08 KM) EAST TO THE
 AE5264'SOUTH EDGE OF THE PAD AND THE MARK. MARK IS FLUSH WITH GROUND.
 AE5264'LOCATED 1.0 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE PARKING PAD,
 AE5264'62.0 FT (18.9 M) WEST OF THE MESH WIRE FENCE, 86.0 FT (26.2 M)
 AE5264'SOUTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, AND 88.6 FT
 AE5264'(27.0 M) WEST-SOUTHWEST OF THE EXTREME SOUTHEAST CORNER OF THE
 AE5264'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1954 ***********************************************************************
 AE1954  DESIGNATION -  AIRCRAFT RESET
 AE1954  PID         -  AE1954
 AE1954  STATE/COUNTY-  NC/ROWAN
 AE1954  USGS QUAD   -  ROWAN MILLS (1987)
 AE1954
 AE1954                         *CURRENT SURVEY CONTROL
 AE1954  ___________________________________________________________________
 AE1954* NAD 83(2001)-  35 38 22.56676(N)    080 31 10.23163(W)     ADJUSTED  
 AE1954* NAVD 88     -       231.594  (meters)     759.82   (feet)  ADJUSTED  
 AE1954  ___________________________________________________________________
 AE1954  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AE1954  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AE1954  DYNAMIC HT  -         231.385 (meters)     759.14  (feet)  COMP
 AE1954  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 AE1954
 AE1954  HORZ ORDER  -  SECOND
 AE1954  VERT ORDER  -  SECOND    CLASS I
 AE1954
 AE1954.This mark is at Rowan County Airport (RUQ)
 AE1954
 AE1954.The horizontal coordinates were established by classical geodetic methods
 AE1954.and adjusted by the National Geodetic Survey in August 2005.
 AE1954
 AE1954.The orthometric height was determined by differential leveling
 AE1954.and adjusted in September 1997.
 AE1954
 AE1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1954
 AE1954.The geoid height was determined by GEOID03.
 AE1954
 AE1954.The dynamic height is computed by dividing the NAVD 88
 AE1954.geopotential number by the normal gravity value computed on the
 AE1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1954.degrees latitude (g = 980.6199 gals.).
 AE1954
 AE1954.The modeled gravity was interpolated from observed gravity values.
 AE1954
 AE1954;                    North         East     Units Scale Factor Converg.
 AE1954;SPC NC       -   210,668.738   471,995.822   MT  0.99989543   -0 52 37.3
 AE1954;SPC NC       -   691,169.02  1,548,539.63   sFT  0.99989543   -0 52 37.3
 AE1954;UTM  17      - 3,944,082.522   543,501.875   MT  0.99962332   +0 16 47.9
 AE1954
 AE1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1954!SPC NC       -   0.99996853  x   0.99989543  =   0.99986397
 AE1954!UTM  17      -   0.99996853  x   0.99962332  =   0.99959187
 AE1954
 AE1954|---------------------------------------------------------------------|
 AE1954| PID    Reference Object                     Distance      Geod. Az  |
 AE1954|                                                           dddmmss.s |
 AE1954| FA4128 AIRCRAFT RM 1                        24.399 METERS 07730     |
 AE1954| FA4129 AIRCRAFT RM 2                        27.185 METERS 34401     |
 AE1954| AE5264 AIRCRAFT AZ MK 2                    360.176 METERS 35919     |
 AE1954|---------------------------------------------------------------------|
 AE1954
 AE1954                          SUPERSEDED SURVEY CONTROL
 AE1954
 AE1954  NAD 83(1986)-  35 38 22.57645(N)    080 31 10.23879(W) AD(       ) 2
 AE1954  NGVD 29 (01/12/98)  231.81   (m)          760.5    (f) LEVELING    3  
 AE1954
 AE1954.Superseded values are not recommended for survey control.
 AE1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1954.See file dsdata.txt to determine how the superseded data were derived.
 AE1954
 AE1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4350244083(NAD 83)
 AE1954_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1954_STAMPING: AIRCRAFT 1948 1981
 AE1954_MARK LOGO: NGS   
 AE1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1954+STABILITY: SURFACE MOTION
 AE1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1954+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 AE1954
 AE1954  HISTORY     - Date     Condition        Report By
 AE1954  HISTORY     - 1981     MONUMENTED       NGS
 AE1954  HISTORY     - 19820101 GOOD             NCGS
 AE1954  HISTORY     - 19930630 GOOD             NCGS
 AE1954  HISTORY     - 19931130 GOOD             NCGS
 AE1954  HISTORY     - 19961107 GOOD             NCGS
 AE1954
 AE1954                          STATION DESCRIPTION
 AE1954
 AE1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AE1954'STATION SURFACE MARK WAS RECOVEREED WITH THE TOP KNOCKED OFF AND
 AE1954'LEANING.  REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 AE1954'REFERENCE MARK 2 WAS RESET IN ASPHALT PARKING PAD BY PERSONS UNKNOWN.
 AE1954'THE DISTANCE TO REFERENCE MARK 1 CHECKED WITH THE 1948 DESCRIPTION.
 AE1954'THE DISTANCE TO REFERENCE MARK 2 CHECKED WITH THE 1964 RECOVERY BY
 AE1954'DEPT OF CONSTRUCTION AND DEVELOPMENT.  THE ANGLE BETWEEN THE REFERENCE
 AE1954'MARKS WAS FOUND TO BE GREATER BY 1 DEGREE, 8 MINUTES AND 35 SECONDS
 AE1954'WHEN COMPAIRED TO THE 1948 DATA.  THE AZIMUTH MARK WAS SEARCHED FOR
 AE1954'BUT NOT FOUND AND WAS SAID TO BE DESTROYED BY CONSTRUCTION IN 1953.  A
 AE1954'NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE 1948 SUB-SURFACE
 AE1954'MARK AN AZIMUTH MARK NUMBER 2 WAS ESTABLISHED AT THIS TIME.  A NEW
 AE1954'DESCRIPTION WAS FOLLOWED.  STATION IS LOCATED ON THE ROWAN COUNTY
 AE1954'SWAIN AIRPORT ABOUT 5.6 KILOMETERS (3.45 MI) SOUTHWEST OF SALISBURY.
 AE1954'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAYS 29 AND 70 AND
 AE1954'STATE ROUTE 150 IN THE SOUTHWEST PART OF SALISBURY, GO SOUTHWESTERLY
 AE1954'ON U.S 29 AND 70 FOR 0.6 MILE (1.0 KM) TO JUNCTION WITH U.S HIGHWAY
 AE1954'601 AT A BRIDGE OVERPASS CONTINUE SOUTHWESTERLY ON U.S 29 AND 601 FOR
 AE1954'1.55 MILES (2.49 KM) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY
 AE1954'ON SR 1516 FOR 0.15 MILE, (0.24 KM) TURN RIGHT AND GO NORTHERLY ON SR
 AE1954'1517 FOR 0.25 MILE (0.40 KM) TO THE AIRPORT ENTRANCE AND THE STATION
 AE1954'ABOUT 300 FT (91.4 M) TO THE WEST.
 AE1954' 
 AE1954'STATION MARK IS A STANDARD DISK STAMPED---AIRCRAFT 1948 1981---, SET
 AE1954'IN THE TOP OF A ROUND CONCRETE POST 35 CENTIMETERS IN DIAMETER AND
 AE1954'FLUSH WITH THE GROUND SURFACE. THE SUB-SURFACE MARK IS
 AE1954'STAMPED---AIRCRAFT 1948---AND IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE1954'1.1 METERS (3.6 FT) BELOW THE GROUND SURFACE.  THEY ARE 33 CENTIMETERS
 AE1954'NORTH OF A METAL WITNESS POST, 50.5 METERS (165.7 FT) SOUTHWEST OF THE
 AE1954'SOUTHWEST LEG OF TOWER SUPPORTING BEACON, 5.7 METERS (18.7 FT) SOUTH
 AE1954'OF A UTILITY POLE WITH A LIGHT AND A REFERENCE TAG, 10.95 METERS
 AE1954'(35.93 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A METAL HANGAR, 15.45
 AE1954'METERS (50.69 FT) NORTHWEST OF A UTILITY POLE WITH A REFERENCE TAG AND
 AE1954'34.45 METERS (113.02 FT) SOUTH OF THE SOUTHWEST CORNER OF AIRPORT
 AE1954'OFFICE, A BRICK ADDITION TO THE BRICK HANGER.  REFERENCE MARK 1 IS A
 AE1954'STANDARD DISK STAMPED---AIRCRAFT NO 2 1948---, SET IN THE TOP OF A
 AE1954'SQUARE CONCRETE POST THAT IS 32 CENTIMETERS IN DIAMETER AND RECESSED 6
 AE1954'CENTIMETERS.  IT IS 22.8 METERS (74.8 FT) NORTHEAST OF A UTILITY POLE
 AE1954'WITH A REFERENCE TAG, 29.8 METERS (97.8 FT) SOUTH OF THE SOUTH FACE OF
 AE1954'THE BRICK HANGAR AND 31.15 METERS (102.20 FT) SOUTHWEST OF A UTILITY
 AE1954'POLE WITH A LIGHT AND REFERENCE TAG.  REFERENCE MARK 2 IS A STANDARD
 AE1954'DISK STAMPED---AIRCRAFT NO 2 1948---, SET IN THE ASPHALT PARKING PAD
 AE1954'11.13 METERS (36.52 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF AIRPORT
 AE1954'OFFICE BUILDING.  AZIMUTH MARK IS A STANDARD DISK STAMPED---AIRCRAFT
 AE1954'1948 NO 2 1981---, SET IN THE TOP OF A ROUND CONCRETE POST 32
 AE1954'CENTIMETERS IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 30
 AE1954'CENTIMETERS SOTH OF THE SOUTH EDGE OF AN ASPHALT PARKING PAD, 18.9
 AE1954'METERS (62.0 FT) WEST OF A MESH-WIRE FENCE AND 26.2 METERS (86.0 FT)
 AE1954'SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING AND 2.7 METERS
 AE1954'(8.9 FT) WEST-SOUTHWEST OF EXTREME SOUTHEAST CORNER BUILDING.  TO
 AE1954'REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TAXIWAY FOR 0.05
 AE1954'MILE, (0.08 KM) TURN RIGHT, GO NORTH ON MAIN TAXIWAY FOR 0.25 MILE
 AE1954'(0.40 KM) TO A TAXIWAY RIGHT LEADING TO PARKING PAD.  TURN RIGHT, GO
 AE1954'0.05 MILE (0.08 KM) TO SOUTH EDGE OF PAD AND THE MARK.  HEIGHT LIGHT
 AE1954'SHOWN 1.6 METERS.
 AE1954
 AE1954                          STATION RECOVERY (1982)
 AE1954
 AE1954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE1954'RECOVERED WITH THE FOLLOWING CORRECTIONS.  REFERENCE MARK NO. 1 IS
 AE1954'STAMPED--AIRCRAFT NO 1 1948--AND NOT STAMPED--AIRCRAFT NO 2 1948--AS
 AE1954'SHOWN ON THE 1981 RECOVERY.
 AE1954
 AE1954                          STATION RECOVERY (1993)
 AE1954
 AE1954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AE1954'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED. MARK IS
 AE1954'RECESSED 8 INCHES BELOW GROUND. LOCATED 20.0 FT (6.1 M) EAST OF THE
 AE1954'NORTHEAST CORNER LEG OF THE TOWER, 87.8 FT (26.8 M) SOUTH OF THE SOUTH
 AE1954'CORNER OF A BRICK ADDITION TO THE AIRPORT OFFICE, 30.9 FT (9.4 M)
 AE1954'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE UTILITY
 AE1954'BUILDING, AND 64.9 FT (19.8 M) NORTH-NORTHEAST OF A POWER POLE WITH A
 AE1954'LIGHT AND A REFERENCE TAG.$REFERENCE MARK 1 IS UNDER ASPHALT IF IT
 AE1954'STILL EXISTS.  AZIMUTH MARK 2 WAS NOT FOUND AND MAY BE DESTROYED.
 AE1954
 AE1954                          STATION RECOVERY (1993)
 AE1954
 AE1954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AE1954'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED. MARK IS
 AE1954'RECESSED 8 INCHES BELOW GROUND. LOCATED 20.0 FT (6.1 M) EAST OF THE
 AE1954'NORTHEAST CORNER LEG OF THE TOWER, 87.8 FT (26.8 M) SOUTH OF THE SOUTH
 AE1954'CORNER OF A BRICK ADDITION TO THE AIRPORT OFFICE, 30.9 FT (9.4 M)
 AE1954'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE UTILITY
 AE1954'BUILDING, AND 64.9 FT (19.8 M) NORTH-NORTHEAST OF A POWER POLE WITH A
 AE1954'LIGHT AND A REFERENCE TAG. REFERENCE MARK 1 IS UNDER ASPHALT IF IT
 AE1954'STILL EXISTS.  AZIMUTH MARK 2 WAS NOT FOUND AND MAY BE DESTROYED.
 AE1954
 AE1954                          STATION RECOVERY (1996)
 AE1954
 AE1954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AE1954'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4129 ***********************************************************************
 FA4129  DESIGNATION -  AIRCRAFT RM 2
 FA4129  PID         -  FA4129
 FA4129  STATE/COUNTY-  NC/ROWAN
 FA4129  USGS QUAD   -  ROWAN MILLS (1987)
 FA4129
 FA4129                         *CURRENT SURVEY CONTROL
 FA4129  ___________________________________________________________________
 FA4129* NAD 83(1986)-  35 38 23.     (N)    080 31 10.     (W)     SCALED    
 FA4129* NAVD 88     -       231.944  (meters)     760.97   (feet)  ADJUSTED  
 FA4129  ___________________________________________________________________
 FA4129  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FA4129  DYNAMIC HT  -         231.735 (meters)     760.28  (feet)  COMP
 FA4129  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 FA4129
 FA4129  VERT ORDER  -  SECOND    CLASS I
 FA4129
 FA4129.This mark is at Rowan County Airport (RUQ)
 FA4129
 FA4129.The horizontal coordinates were scaled from a topographic map and have
 FA4129.an estimated accuracy of +/- 6 seconds.
 FA4129
 FA4129.The orthometric height was determined by differential leveling
 FA4129.and adjusted in September 1997.
 FA4129
 FA4129.The geoid height was determined by GEOID03.
 FA4129
 FA4129.The dynamic height is computed by dividing the NAVD 88
 FA4129.geopotential number by the normal gravity value computed on the
 FA4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4129.degrees latitude (g = 980.6199 gals.).
 FA4129
 FA4129.The modeled gravity was interpolated from observed gravity values.
 FA4129
 FA4129;                    North         East    Units  Estimated Accuracy
 FA4129;SPC NC       -   210,680.      472,000.      MT  (+/- 180 meters Scaled)
 FA4129
 FA4129                          SUPERSEDED SURVEY CONTROL
 FA4129
 FA4129.No superseded survey control is available for this station.
 FA4129
 FA4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV435440(NAD 83)
 FA4129_MARKER: DR = REFERENCE MARK DISK
 FA4129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4129_STAMPING: AIRCRAFT NO 2 1948
 FA4129_MARK LOGO: CGS   
 FA4129_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4129+STABILITY: SURFACE MOTION
 FA4129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4129+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 FA4129
 FA4129  HISTORY     - Date     Condition        Report By
 FA4129  HISTORY     - 1948     MONUMENTED       CGS
 FA4129  HISTORY     - 19941212 GOOD             NCGS
 FA4129  HISTORY     - 19951107 GOOD             NCGS
 FA4129  HISTORY     - 19961107 GOOD             NCGS
 FA4129
 FA4129                          STATION DESCRIPTION
 FA4129
 FA4129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (ELC)
 FA4129'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF SALISBURY AT THE
 FA4129'ROWAN COUNTY AIRPORT. PROCEED ALONG US 29/70 FOR 0.6 MI (1.0 KM) FROM
 FA4129'NC 150 (IN THE SOUTH PART OF SALISBURY) TO THE JUNCTION WITH US 601 AT
 FA4129'A BRIDGE OVERPASS. CONTINUE SOUTHWEST FOR 1.55 MI (2.49 KM) ALONG US
 FA4129'29/601, THENCE WEST FOR 0.15 MI (0.24 KM) ALONG SR 1516 (AIRPORT
 FA4129'ROAD), THENCE NORTH FOR 0.25 MI (0.40 KM) ALONG SR 1517 (AIRPORT LOOP)
 FA4129'TO THE AIRPORT ENTRANCE AND THE STATION, ON THE SOUTHWEST SIDE OF THE
 FA4129'BRICK LOBBY. MARK IS LEVEL WITH THE ASPHALT PARKING AREA AND RECESSED
 FA4129'1 INCH BELOW GROUND.  LOCATED 26.2 FT (8.0 M) SOUTH OF THE SOUTHWEST
 FA4129'CORNER AND 25.6 FT (7.8 M) WEST OF THE SOUTHEAST CORNER OF THE BRICK
 FA4129'AIRPORT LOBBY EXTENSION, 90.5 FT (27.6 M) NORTH OF THE APPROXIMATE
 FA4129'CENTER OF THE TOWER SUPPORTING THE REVOLVING BEACON, AND 6.6 FT (2.0
 FA4129'M) WEST OF A 4-FOOT CHAIN LINK FENCE.
 FA4129
 FA4129                          STATION RECOVERY (1995)
 FA4129
 FA4129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (ELC)
 FA4129'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF SALISBURY AT THE
 FA4129'ROWAN COUNTY AIRPORT.$PROCEED ALONG US 29/70 FOR 0.6 MI (1.0 KM) FROM
 FA4129'NC 150 (IN THE SOUTH PART OF SALISBURY) TO THE JUNCTION WITH US 601 AT
 FA4129'A BRIDGE OVERPASS. CONTINUE SOUTHWEST FOR 1.55 MI (2.49 KM) ALONG US
 FA4129'29/601, THENCE WEST FOR 0.15 MI (0.24 KM) ALONG SR 1516 (AIRPORT
 FA4129'ROAD), THENCE NORTH FOR 0.25 MI (0.40 KM) ALONG SR 1517 (AIRPORT LOOP)
 FA4129'TO THE AIRPORT ENTRANCE AND THE STATION, ON THE SOUTHWEST SIDE OF THE
 FA4129'BRICK LOBBY.$MARK IS LEVEL WITH THE ASPHALT PARKING AREA AND RECESSED
 FA4129'1 INCH BELOW GROUND.  LOCATED 26.2 FT (8.0 M) SOUTH OF THE SOUTHWEST
 FA4129'CORNER AND 25.6 FT (7.8 M) WEST OF THE SOUTHEAST CORNER OF THE BRICK
 FA4129'AIRPORT LOBBY EXTENSION, 90.5 FT (27.6 M) NORTH OF THE APPROXIMATE
 FA4129'CENTER OF THE TOWER SUPPORTING THE REVOLVING BEACON, AND 6.6 FT (2.0
 FA4129'M) WEST OF A 4-FOOT CHAIN LINK FENCE.
 FA4129
 FA4129                          STATION RECOVERY (1996)
 FA4129
 FA4129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA4129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7157 ***********************************************************************
 AE7157  DESIGNATION -  AIRDRIVE
 AE7157  PID         -  AE7157
 AE7157  STATE/COUNTY-  NC/MECKLENBURG
 AE7157  USGS QUAD   -  CHARLOTTE WEST (1993)
 AE7157
 AE7157                         *CURRENT SURVEY CONTROL
 AE7157  ___________________________________________________________________
 AE7157* NAD 83(2001)-  35 12 15.37558(N)    080 55 41.60753(W)     ADJUSTED  
 AE7157* NAVD 88     -       209.5    (meters)     687.     (feet)  VERTCON   
 AE7157  ___________________________________________________________________
 AE7157  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 AE7157  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE7157  HORZ ORDER  -  SECOND
 AE7157
 AE7157.The horizontal coordinates were established by classical geodetic methods
 AE7157.and adjusted by the National Geodetic Survey in August 2005.
 AE7157
 AE7157.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7157
 AE7157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7157
 AE7157.The geoid height was determined by GEOID03.
 AE7157
 AE7157;                    North         East     Units Scale Factor Converg.
 AE7157;SPC NC       -   163,027.179   434,049.067   MT  0.99987293   -1 06 46.5
 AE7157;SPC NC       -   534,865.00  1,424,042.65   sFT  0.99987293   -1 06 46.5
 AE7157;UTM  17      - 3,895,698.683   506,533.332   MT  0.99960053   +0 02 29.0
 AE7157
 AE7157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7157!SPC NC       -   0.99997191  x   0.99987293  =   0.99984484
 AE7157!UTM  17      -   0.99997191  x   0.99960053  =   0.99957245
 AE7157
 AE7157                          SUPERSEDED SURVEY CONTROL
 AE7157
 AE7157  NAD 83(1986)-  35 12 15.39346(N)    080 55 41.61480(W) AD(       ) 2
 AE7157  NGVD 29 (03/05/98)  209.7    (m)          688.     (f) VERT ANG    3  
 AE7157
 AE7157.Superseded values are not recommended for survey control.
 AE7157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7157.See file dsdata.txt to determine how the superseded data were derived.
 AE7157
 AE7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0653395699(NAD 83)
 AE7157_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7157_STAMPING: AIRDRIVE 1988
 AE7157_MARK LOGO: NCGS  
 AE7157_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7157+STABILITY: SURFACE MOTION
 AE7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7157+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AE7157
 AE7157  HISTORY     - Date     Condition        Report By
 AE7157  HISTORY     - 1988     MONUMENTED       NCGS
 AE7157
 AE7157                          STATION DESCRIPTION
 AE7157
 AE7157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE7157'STATION IS LOCATED IN CHARLOTTE.$ALONG NC 160 (WEST BLVD) FOR 0.55 KM
 AE7157'(0.34 MI) WEST FROM BILLY GRAHAM PARKWAY, AT AIRPORT DRIVE, IN THE
 AE7157'NORTHWEST QUADRANT.$MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH
 AE7157'WITH GROUND.  LOCATED 8.53 M (27.99 FT) NORTH-NORTHWEST OF THE
 AE7157'CENTERLINE OF THE HIGHWAY, 38.56 M (126.51 FT) WEST OF THE CENTERLINE
 AE7157'OF AIRPORT DRIVE, 13.5 M (44.3 FT) EAST-NORTHEAST OF THE TOP OF A
 AE7157'METAL MANHOLE COVER, 27.43 M (89.99 FT) SOUTHWEST OF THE TOP OF A
 AE7157'METAL SIGNAL BOX, AND 5.52 M (18.11 FT) EAST OF A TELEPHONE POLE WITH
 AE7157'A LIGHT AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2815 ***********************************************************************
 FA2815  DESIGNATION -  AIRFIELD
 FA2815  PID         -  FA2815
 FA2815  STATE/COUNTY-  NC/IREDELL
 FA2815  USGS QUAD   -  STATESVILLE WEST (1993)
 FA2815
 FA2815                         *CURRENT SURVEY CONTROL
 FA2815  ___________________________________________________________________
 FA2815* NAD 83(2001)-  35 45 56.02345(N)    080 56 58.29374(W)     ADJUSTED  
 FA2815* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 FA2815  ___________________________________________________________________
 FA2815  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FA2815  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FA2815  HORZ ORDER  -  THIRD
 FA2815
 FA2815.This mark is at Statesville Airport (SVH)
 FA2815
 FA2815.The horizontal coordinates were established by classical geodetic methods
 FA2815.and adjusted by the National Geodetic Survey in August 2005.
 FA2815
 FA2815.The orthometric height was scaled from a topographic map.
 FA2815
 FA2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2815
 FA2815.The geoid height was determined by GEOID03.
 FA2815
 FA2815;                    North         East     Units Scale Factor Converg.
 FA2815;SPC NC       -   225,320.834   433,332.706   MT  0.99991270   -1 07 30.8
 FA2815;SPC NC       -   739,240.10  1,421,692.39   sFT  0.99991270   -1 07 30.8
 FA2815;UTM  17      - 3,957,947.543   504,562.524   MT  0.99960026   +0 01 46.2
 FA2815
 FA2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2815!SPC NC       -   0.99995892  x   0.99991270  =   0.99987162
 FA2815!UTM  17      -   0.99995892  x   0.99960026  =   0.99955919
 FA2815
 FA2815|---------------------------------------------------------------------|
 FA2815| PID    Reference Object                     Distance      Geod. Az  |
 FA2815|                                                           dddmmss.s |
 FA2815| FA3592 AIRFIELD RM 1                        30.812 METERS 02403     |
 FA2815| FA4130 AIRFIELD RM 2                        27.454 METERS 12610     |
 FA2815| FA3591 AIRFIELD AZ MK                                     1302034.8 |
 FA2815|---------------------------------------------------------------------|
 FA2815
 FA2815                          SUPERSEDED SURVEY CONTROL
 FA2815
 FA2815  NAD 83(1986)-  35 45 56.03118(N)    080 56 58.30252(W) AD(       ) 3
 FA2815  NAD 27      -  35 45 55.54700(N)    080 56 59.03100(W) AD(       ) 3
 FA2815
 FA2815.Superseded values are not recommended for survey control.
 FA2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2815.See file dsdata.txt to determine how the superseded data were derived.
 FA2815
 FA2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0456357948(NAD 83)
 FA2815_MARKER: DS = TRIANGULATION STATION DISK
 FA2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2815
 FA2815  HISTORY     - Date     Condition        Report By
 FA2815  HISTORY     - 1948     MONUMENTED       CGS
 FA2815  HISTORY     - 1963     GOOD             NCGS
 FA2815  HISTORY     - 1966     MARK NOT FOUND   CGS
 FA2815  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA2815
 FA2815                          STATION DESCRIPTION
 FA2815
 FA2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2815'THE STATION IS LOCATED 4 MILES WEST OF STATESVILLE AND 3 MILES
 FA2815'NORTH OF EUFOLA AT THE EAST EDGE OF THE STATESVILLE AIRPORT.  IT
 FA2815'IS 300 FEET EAST OF THE HANGAR AND 82 FEET SOUTH OF THE CENTER OF
 FA2815'A DIRT ROAD.  THE MARK IS SET FLUSH WITH THE GROUND AND THE DISK
 FA2815'IS STAMPED AIRFIELD 1948.
 FA2815'
 FA2815'REFERENCE MARK NO. 1 IS 101.09 FEET NORTHEAST OF THE STATION.  IT
 FA2815'IS 19 FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET WEST OF A
 FA2815'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 FA2815'PROJECTS 6 INCHES AND THE DISK IS STAMPED AIRFIELD NO 1 1948.
 FA2815'
 FA2815'REFERENCE MARK NO. 2 IS 90.07 FEET SOUTHEAST OF THE STATION.  IT
 FA2815'IS 130 FEET SOUTH OF THE CENTER OF A DIRT ROAD.  THE MARK IS
 FA2815'FLUSH WITH THE GROUND AND THE DISK IS STAMPED AIRFIELD NO 2 1948.
 FA2815'
 FA2815'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION.  IT IS
 FA2815'73 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 23 FEET
 FA2815'NORTHEAST OF THE CENTER OF A PAVED ROAD AND 2 FEET NORTH OF A
 FA2815'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FA2815'IS STAMPED AIRFIELD 1948.
 FA2815'
 FA2815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70,
 FA2815'64 AND 21 IN STATESVILLE GO WEST ON HIGHWAYS 64 AND 70 FOR 3.65
 FA2815'MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.6 MILE TO
 FA2815'A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE
 FA2815'PARKING AREA ON THE EAST SIDE OF THE AIRPORT AND THE STATION
 FA2815'AS DESCRIBED.
 FA2815'
 FA2815'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON AIRFIELD
 FA2815'ENTRANCE DRIVE FOR 0.15 MILE TO PAVED ROAD, TURN RIGHT AND GO
 FA2815'SOUTH AND EAST ON PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE
 FA2815'LEFT AS DESCRIBED.
 FA2815'
 FA2815'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2815
 FA2815                          STATION RECOVERY (1963)
 FA2815
 FA2815'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 FA2815'STATION AND REFERENCE MARK NO. 2 WERE DESTROYED BY CONSTRUCTION
 FA2815'IN 1952.
 FA2815'
 FA2815'REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE FOUND IN GOOD
 FA2815'CONDITION.
 FA2815
 FA2815                          STATION RECOVERY (1966)
 FA2815
 FA2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2815'RM 1 AND AZIMUTH MARK ONLY WERE RECOVERED.  STATION MARK AND
 FA2815'RM 2 APPEAR TO HAVE BEEN GRADED OUT.  DISTANCE WAS MEASURED FROM
 FA2815'RM 1, AND AN ANGLE TURNED FROM RM 1 TO THE AZIMUTH MARK TO FIT THE
 FA2815'OLD ANGLE, AND THE GROUND THOROUGHLY PROBED IN AN UNSUCCESSFUL
 FA2815'ATTEMPT TO LOCATE THE UNDERGROUND MARK.
 FA2815'
 FA2815'RM 1 PROJECTS 4 INCHES, IS 133 FEET EAST OF THE SOUTHEAST
 FA2815'CORNER OF THE C.A.P. BUILDING, 110 FEET NORTHEAST OF THE CENTER
 FA2815'OF THE TURN-AROUND CIRCLE, 47 FEET NORTH OF THE CENTER OF PAVED
 FA2815'ROAD, 6 FEET NORTH OF A POWER POLE WITH TRANSFORMER, AND 4 FEET
 FA2815'NORTH OF THE TOP EDGE OF A 5-FOOT CUT BANK.
 FA2815'
 FA2815'AZIMUTH MARK PROJECTS 1 INCH, 0.25 MILE SOUTH OF THE ENTRANCE
 FA2815'ROAD TO THE AIRPORT, 80 FEET SOUTHWEST OF THE CENTER OF A
 FA2815'DRIVEWAY, 73 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL WHITE
 FA2815'FRAME HOUSE, 65 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 23
 FA2815'FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD AND 4 FEET SOUTH
 FA2815'OF A BRACER-POLE.
 FA2815
 FA2815                          STATION RECOVERY (1998)
 FA2815
 FA2815'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3591 ***********************************************************************
 FA3591  DESIGNATION -  AIRFIELD AZ MK
 FA3591  PID         -  FA3591
 FA3591  STATE/COUNTY-  NC/IREDELL
 FA3591  USGS QUAD   -  STATESVILLE WEST (1993)
 FA3591
 FA3591                         *CURRENT SURVEY CONTROL
 FA3591  ___________________________________________________________________
 FA3591* NAD 83(1986)-  35 45 48.     (N)    080 56 47.     (W)     SCALED    
 FA3591* NAVD 88     -       291.225  (meters)     955.46   (feet)  ADJUSTED  
 FA3591  ___________________________________________________________________
 FA3591  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FA3591  DYNAMIC HT  -         290.958 (meters)     954.58  (feet)  COMP
 FA3591  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 FA3591
 FA3591  VERT ORDER  -  SECOND    CLASS II
 FA3591
 FA3591.The horizontal coordinates were scaled from a topographic map and have
 FA3591.an estimated accuracy of +/- 6 seconds.
 FA3591
 FA3591.The orthometric height was determined by differential leveling
 FA3591.and adjusted in June 1991.
 FA3591
 FA3591.The geoid height was determined by GEOID03.
 FA3591
 FA3591.The dynamic height is computed by dividing the NAVD 88
 FA3591.geopotential number by the normal gravity value computed on the
 FA3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3591.degrees latitude (g = 980.6199 gals.).
 FA3591
 FA3591.The modeled gravity was interpolated from observed gravity values.
 FA3591
 FA3591;                    North         East    Units  Estimated Accuracy
 FA3591;SPC NC       -   225,070.      433,610.      MT  (+/- 180 meters Scaled)
 FA3591
 FA3591                          SUPERSEDED SURVEY CONTROL
 FA3591
 FA3591.No superseded survey control is available for this station.
 FA3591
 FA3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV048577(NAD 83)
 FA3591_MARKER: DZ = AZIMUTH MARK DISK
 FA3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3591_SP_SET: CONCRETE POST
 FA3591_STAMPING: AIRFIELD 1948
 FA3591_MARK LOGO: CGS   
 FA3591_PROJECTION: FLUSH
 FA3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3591+STABILITY: SURFACE MOTION
 FA3591
 FA3591  HISTORY     - Date     Condition        Report By
 FA3591  HISTORY     - 1948     MONUMENTED       CGS
 FA3591  HISTORY     - 1981     GOOD             NCGS
 FA3591  HISTORY     - 19970127 MARK NOT FOUND   NCGS
 FA3591  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA3591  HISTORY     - 20040921 MARK NOT FOUND   USPSQD
 FA3591
 FA3591                          STATION DESCRIPTION
 FA3591
 FA3591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FA3591'3.6 MI SW FROM STATESVILLE.
 FA3591'2.1 MILES SOUTHWEST ALONG U.S. 64-70 FROM THE INTERSECTION WITH N.C.
 FA3591'90 (IN WESTERN SECTION OF STATESVILLE), THENCE 0.8 MILE SOUTH ALONG
 FA3591'SR 1379, IN SOUTHWEST CORNER OF YARD OF FRAME HOUSE, 23.0 FEET
 FA3591'NORTHEAST OF CENTERLINE OF ROAD, 65.0 FEET NORTHWEST OF CENTER OF
 FA3591'DRIVEWAY, 80.0 FEET SOUTHEAST OF CENTER OF DRIVEWAY, 73.0 FEET WEST
 FA3591'OF SOUTHWEST CORNER OF HOUSE AND 4.O FEET SOUTH OF BRACE POLE WITH
 FA3591'REFERENCE TAG.
 FA3591'THE MARK IS 1 FT BELOW ROAD.
 FA3591
 FA3591                          STATION RECOVERY (1997)
 FA3591
 FA3591'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3591'THE STATION WAS NOT FOUND. THE HOUSE IN ORIGINAL DESCRIPTION HAS BEEN
 FA3591'TORN DOWN AND THE LOT CLEARED. NO REFERENCES REMAIN EXCEPT THE
 FA3591'CENTERLINE OF ROAD.
 FA3591
 FA3591                          STATION RECOVERY (1998)
 FA3591
 FA3591'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA3591'MARK NOT FOUND.
 FA3591
 FA3591                          STATION RECOVERY (2004)
 FA3591
 FA3591'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3592 ***********************************************************************
 FA3592  DESIGNATION -  AIRFIELD RM 1
 FA3592  PID         -  FA3592
 FA3592  STATE/COUNTY-  NC/IREDELL
 FA3592  USGS QUAD   -  STATESVILLE WEST (1993)
 FA3592
 FA3592                         *CURRENT SURVEY CONTROL
 FA3592  ___________________________________________________________________
 FA3592* NAD 83(1986)-  35 45 56.     (N)    080 56 53.     (W)     SCALED    
 FA3592* NAVD 88     -       296.316  (meters)     972.16   (feet)  ADJUSTED  
 FA3592  ___________________________________________________________________
 FA3592  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FA3592  DYNAMIC HT  -         296.045 (meters)     971.27  (feet)  COMP
 FA3592  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 FA3592
 FA3592  VERT ORDER  -  SECOND    CLASS II
 FA3592
 FA3592.This mark is at Statesville Airport (SVH)
 FA3592
 FA3592.The horizontal coordinates were scaled from a topographic map and have
 FA3592.an estimated accuracy of +/- 6 seconds.
 FA3592
 FA3592.The orthometric height was determined by differential leveling
 FA3592.and adjusted in June 1991.
 FA3592
 FA3592.The geoid height was determined by GEOID03.
 FA3592
 FA3592.The dynamic height is computed by dividing the NAVD 88
 FA3592.geopotential number by the normal gravity value computed on the
 FA3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3592.degrees latitude (g = 980.6199 gals.).
 FA3592
 FA3592.The modeled gravity was interpolated from observed gravity values.
 FA3592
 FA3592;                    North         East    Units  Estimated Accuracy
 FA3592;SPC NC       -   225,320.      433,470.      MT  (+/- 180 meters Scaled)
 FA3592
 FA3592                          SUPERSEDED SURVEY CONTROL
 FA3592
 FA3592.No superseded survey control is available for this station.
 FA3592
 FA3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV046579(NAD 83)
 FA3592_MARKER: DR = REFERENCE MARK DISK
 FA3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3592_SP_SET: CONCRETE POST
 FA3592_STAMPING: AIRFIELD NO 1 1948
 FA3592_MARK LOGO: CGS   
 FA3592_PROJECTION: PROJECTING 10 CENTIMETERS
 FA3592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA3592
 FA3592  HISTORY     - Date     Condition        Report By
 FA3592  HISTORY     - 1948     MONUMENTED       CGS
 FA3592  HISTORY     - 1981     POOR             NCGS
 FA3592  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA3592  HISTORY     - 20040921 MARK NOT FOUND   USPSQD
 FA3592
 FA3592                          STATION DESCRIPTION
 FA3592
 FA3592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FA3592'3.7 MI SW FROM STATESVILLE.
 FA3592'AT THE STATESVILLE AIRPORT, ON NORTH SIDE OF ENTRANCE ROAD TO PARKING
 FA3592'AREA, ON TOP OF BANK, 46.0 FEET NORTH-NORTHWEST OF CENTERLINE OF
 FA3592'ROAD, 9.0 FEET SOUTHEAST OF 24 INCH WHITE OAK WITH REFERENCE TAG, 134
 FA3592'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF CIVIL AIR PATROL BRICK
 FA3592'BUILDING AND 6.2 FEET NORTH-NORTHEAST OF POWERPOLE WITH TRANSFORMER
 FA3592'AND REFERENCE TAG.
 FA3592'THE MARK IS 4 FT ABOVE ROAD.
 FA3592
 FA3592                          STATION RECOVERY (1998)
 FA3592
 FA3592'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA3592'MARK NOT FOUND.
 FA3592
 FA3592                          STATION RECOVERY (2004)
 FA3592
 FA3592'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2801 ***********************************************************************
 EY2801  DESIGNATION -  AIRLINE
 EY2801  PID         -  EY2801
 EY2801  STATE/COUNTY-  NC/WAYNE
 EY2801  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY2801
 EY2801                         *CURRENT SURVEY CONTROL
 EY2801  ___________________________________________________________________
 EY2801* NAD 83(2001)-  35 21 34.99188(N)    077 55 58.68051(W)     ADJUSTED  
 EY2801* NAVD 88     -        35.4    (meters)     116.     (feet)  VERTCON   
 EY2801  ___________________________________________________________________
 EY2801  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EY2801  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EY2801  HORZ ORDER  -  SECOND
 EY2801
 EY2801.The horizontal coordinates were established by classical geodetic methods
 EY2801.and adjusted by the National Geodetic Survey in August 2005.
 EY2801
 EY2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2801
 EY2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2801
 EY2801.The geoid height was determined by GEOID03.
 EY2801
 EY2801;                    North         East     Units Scale Factor Converg.
 EY2801;SPC NC       -   179,087.509   706,566.468   MT  0.99987436   +0 36 57.1
 EY2801;SPC NC       -   587,556.27  2,318,126.82   sFT  0.99987436   +0 36 57.1
 EY2801;UTM  18      - 3,916,885.260   233,499.728   MT  1.00047535   -1 41 54.0
 EY2801;UTM  17      - 3,917,254.836   778,685.828   MT  1.00055724   +1 46 33.8
 EY2801
 EY2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2801!SPC NC       -   0.99999997  x   0.99987436  =   0.99987433
 EY2801!UTM  18      -   0.99999997  x   1.00047535  =   1.00047532
 EY2801!UTM  17      -   0.99999997  x   1.00055724  =   1.00055721
 EY2801
 EY2801:                Primary Azimuth Mark                     Grid Az
 EY2801:SPC NC       -  PRISON AZ MK                             305 16 50.3
 EY2801:UTM  18      -  PRISON AZ MK                             307 35 41.4
 EY2801:UTM  17      -  PRISON AZ MK                             304 07 13.6
 EY2801
 EY2801|---------------------------------------------------------------------|
 EY2801| PID    Reference Object                     Distance      Geod. Az  |
 EY2801|                                                           dddmmss.s |
 EY2801| EY2818 PRISON AZ MK                        APPROX. 1.1 KM 3055347.4 |
 EY2801|---------------------------------------------------------------------|
 EY2801
 EY2801                          SUPERSEDED SURVEY CONTROL
 EY2801
 EY2801  NAD 83(1986)-  35 21 35.00126(N)    077 55 58.68821(W) AD(       ) 2
 EY2801  NAD 27      -  35 21 34.41635(N)    077 55 59.73642(W) AD(       ) 2
 EY2801  NGVD 29 (07/19/86)   35.7    (m)          117.     (f) VERT ANG    3  
 EY2801
 EY2801.Superseded values are not recommended for survey control.
 EY2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2801.See file dsdata.txt to determine how the superseded data were derived.
 EY2801
 EY2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3350016885(NAD 83)
 EY2801_MARKER: DE = TRAVERSE STATION DISK
 EY2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2801+STABILITY: SURFACE MOTION
 EY2801
 EY2801  HISTORY     - Date     Condition        Report By
 EY2801  HISTORY     - 1965     MONUMENTED       NCGS
 EY2801  HISTORY     - 1976     GOOD             NCGS
 EY2801  HISTORY     - 1981     GOOD             DMA
 EY2801  HISTORY     - 1983     GOOD             NGS
 EY2801  HISTORY     - 19991229 MARK NOT FOUND   NCGS
 EY2801  HISTORY     - 20040607 MARK NOT FOUND   USPSQD
 EY2801
 EY2801                          STATION DESCRIPTION
 EY2801
 EY2801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EY2801'AIRLINE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2801'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2801'
 EY2801'AIRLINE IS 4.0 MILES ESE OF GOLDSBORO.  TO REACH THE STATION,
 EY2801'GO E ON U.S. BUS 70 4.0 MILES TO T INTERSECTION OF SR 1710
 EY2801'AND U.S. 70, TURN SOUTH ON SR 1710 AND GO LESS THAN 0.1 MILE
 EY2801'TO STATION ON EAST SIDE OF THE ROAD ON THE SHOULDER.
 EY2801'
 EY2801'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2801'AIRLINE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY2801'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2801'
 EY2801'MARK IS
 EY2801'
 EY2801'107.0 FT S OF PP WITH ALUMINUM REF. TAG LOCATED E OF SR 1710
 EY2801'AND U.S. 70
 EY2801'
 EY2801'137.0 FT SE OF A BRACE POLE WITH ALUMINUM REF. TAG W OF
 EY2801'SR 1710 AND S OF U.S. 70
 EY2801'
 EY2801'20.8 FT E OF C/L OF SR 1710
 EY2801'
 EY2801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2801
 EY2801                          STATION RECOVERY (1976)
 EY2801
 EY2801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2801'GOOD CONDITION.
 EY2801'
 EY2801'REVISED DESCRIPTION--TO REACH FROM INTERSECTION OF CENTER
 EY2801'ST. WITH ASH ST. IN DOWNTOWN GOLDSBORO, PROCEED EASTERLY ALONG ASH
 EY2801'ST. (U.S. 70 BUS.) FOR 4.1 MILES TO INTERSECTION WITH SR 1755,
 EY2801'THENCE SOUTHERLY ALONG SR 1755 FOR LESS THAN 0.1 MILE TO STATION
 EY2801'ON LEFT IN SHOULDER.
 EY2801
 EY2801                          STATION RECOVERY (1981)
 EY2801
 EY2801'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (KC)
 EY2801'AIRLINE 1965 RECOVERED GOOD.
 EY2801'
 EY2801'SR 1710 IS NOW SR 1755, A DEAD END ROAD.  DESCRIPTION SHOULD BE
 EY2801'CHANGED TO READ--TO REACH FROM THE INTERSECTION OF BERKELEY BLVD AND
 EY2801'US BUS 70, GO EAST ON US BUS 70 1.3 MILES TO SR 1755.
 EY2801'
 EY2801'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES ESE OF GOLDSBORO.
 EY2801
 EY2801                          STATION RECOVERY (1983)
 EY2801
 EY2801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 EY2801'STATION RECOVERED AS DESCRIBED.
 EY2801'
 EY2801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EY2801'EASTSOUTHEAST OF GOLDSBORO.
 EY2801
 EY2801                          STATION RECOVERY (1999)
 EY2801
 EY2801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EY2801'NOT FOUND, MAY BE LOST DUE TO NEW SEWER LINE CONSTRUCTION ON THE EAST
 EY2801'SIDE OF SR-1755.
 EY2801
 EY2801                          STATION RECOVERY (2004)
 EY2801
 EY2801'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0114 ***********************************************************************
 EB0114  DESIGNATION -  AIRPORT
 EB0114  PID         -  EB0114
 EB0114  STATE/COUNTY-  NC/BLADEN
 EB0114  USGS QUAD   -  WHITE LAKE (1986)
 EB0114
 EB0114                         *CURRENT SURVEY CONTROL
 EB0114  ___________________________________________________________________
 EB0114* NAD 83(2001)-  34 39 19.38039(N)    078 29 49.38491(W)     ADJUSTED  
 EB0114* NAVD 88     -        23.214  (meters)      76.16   (feet)  ADJUSTED  
 EB0114  ___________________________________________________________________
 EB0114  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EB0114  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EB0114  DYNAMIC HT  -          23.192 (meters)      76.09  (feet)  COMP
 EB0114  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 EB0114
 EB0114  HORZ ORDER  -  SECOND
 EB0114  VERT ORDER  -  SECOND    CLASS II
 EB0114
 EB0114.The horizontal coordinates were established by classical geodetic methods
 EB0114.and adjusted by the National Geodetic Survey in August 2005.
 EB0114
 EB0114.The orthometric height was determined by differential leveling
 EB0114.and adjusted in June 1991.
 EB0114
 EB0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0114
 EB0114.The geoid height was determined by GEOID03.
 EB0114
 EB0114.The dynamic height is computed by dividing the NAVD 88
 EB0114.geopotential number by the normal gravity value computed on the
 EB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0114.degrees latitude (g = 980.6199 gals.).
 EB0114
 EB0114.The modeled gravity was interpolated from observed gravity values.
 EB0114
 EB0114;                    North         East     Units Scale Factor Converg.
 EB0114;SPC NC       -   100,552.322   655,702.550   MT  0.99992638   +0 17 25.0
 EB0114;SPC NC       -   329,895.41  2,151,250.78   sFT  0.99992638   +0 17 25.0
 EB0114;UTM  17      - 3,837,677.525   729,377.621   MT  1.00024854   +1 25 26.0
 EB0114
 EB0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0114!SPC NC       -   1.00000185  x   0.99992638  =   0.99992823
 EB0114!UTM  17      -   1.00000185  x   1.00024854  =   1.00025039
 EB0114
 EB0114|---------------------------------------------------------------------|
 EB0114| PID    Reference Object                     Distance      Geod. Az  |
 EB0114|                                                           dddmmss.s |
 EB0114| EB0113 WHITE                               353.006 METERS 10847     |
 EB0114|---------------------------------------------------------------------|
 EB0114
 EB0114                          SUPERSEDED SURVEY CONTROL
 EB0114
 EB0114  NAD 83(1986)-  34 39 19.38752(N)    078 29 49.39450(W) AD(       ) 2
 EB0114  NAD 27      -  34 39 18.76588(N)    078 29 50.36563(W) AD(       ) 2
 EB0114  NGVD 29 (??/??/92)   23.492  (m)           77.07   (f) ADJ UNCH    2 2
 EB0114
 EB0114.Superseded values are not recommended for survey control.
 EB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0114.See file dsdata.txt to determine how the superseded data were derived.
 EB0114
 EB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2937837678(NAD 83)
 EB0114_MARKER: DE = TRAVERSE STATION DISK
 EB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0114_STAMPING: AIRPORT 1973
 EB0114_MARK LOGO: NCGS  
 EB0114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0114+STABILITY: SURFACE MOTION
 EB0114
 EB0114  HISTORY     - Date     Condition        Report By
 EB0114  HISTORY     - 1973     MONUMENTED       NCGS
 EB0114  HISTORY     - 1974     GOOD             NCGS
 EB0114  HISTORY     - 1978     GOOD             NCGS
 EB0114  HISTORY     - 1980     GOOD             LOCSUR
 EB0114  HISTORY     - 1982     SEE DESCRIPTION  NGS
 EB0114  HISTORY     - 20060629 MARK NOT FOUND   NCGS
 EB0114
 EB0114                          STATION DESCRIPTION
 EB0114
 EB0114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0114'AIRPORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0114'THE VICINITY OF WHITE LAKE, NORTH CATOLINA.
 EB0114'
 EB0114'AIRPORT IS LOCATED APPROXIMATELY IN WHITE LAKE, AND 6.4 MILES ENE OF
 EB0114'ELIZABETHTOWN.  TO REACH STATION FROM INTERSECTION OF US 701 AND NC
 EB0114'41 IN WHITE LAKE.  PROCEED WEST ALONG US 701 FOR 0.25 MILES TO
 EB0114'STATION ON THE RIGHT ON SOUTH SIDE OF A SMALL MOUND.  APPROXIMATELY
 EB0114'100 FEET SOUTH OF 2 STORY ABANDONED HOUSE, AND ON PROJECTION OF
 EB0114'EAST SIDE OF ROOF OF THE WHITE LAKE BEACH BUILDING.
 EB0114'
 EB0114'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIRPORT
 EB0114'1973, SET IN THE TOP OF A CONCRETE CYLINDER 5 INCHES BELOW THE
 EB0114'SURFACE OF THE GROUND.
 EB0114'
 EB0114'MARK IS
 EB0114'
 EB0114'46.0 FEET NNE OF NORTH CURBING OF MEDIAN OF US 701.
 EB0114'31.4 SW OF POWER SERVICE POLE W/ALUMINUM REF. TAG.
 EB0114'140.2 FEET SE OF POWER SERVICE POLE W/ALUMINUM REF. TAG.
 EB0114'170.7 ESE FEET OF NORTH PROJECTION OF MEDIAN CROSSOVER WITH FIRE
 EB0114'HYDRANT.
 EB0114
 EB0114                          STATION RECOVERY (1974)
 EB0114
 EB0114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0114'IN WHITE LAKE.
 EB0114'AIRPORT IS LOCATED APPROXIMATELY 6.4 MILES ENE OF ELIZABETHTOWN.
 EB0114'TO REACH STATION FROM INTERSECTION OF US 701 AND NC 41 IN WHITE
 EB0114'LAKE, PROCEED WEST ALONG US 701 FOR 0.25 MILE TO STATION ON THE
 EB0114'RIGHT ON SOUTH SIDE OF A SMALL MOUND, APPROXIMATELY 100 FT SOUTH
 EB0114'OF 2 STORY ABANDONED HOUSE, AND ON PROJECTION OF EAST SIDE OF
 EB0114'ROOF OF THE WHITE LAKE BEACH BUILDING, 46.0 FT NNE OF NORTH
 EB0114'CURBING OF MEDIAN OF US 701, 31.4 FT SW OF POWER SERVICE POLE
 EB0114'W/ALUMINUM REF. TAG, 140.2 FT SE OF POWER SERVICE POLE W/ALUMINUM
 EB0114'REF. TAG, AND 170.7 FT ESE OF NORTH PROJECTION OF MEDIAN
 EB0114'CROSSOVER WITH FIRE HYDRANT.  DISK IS SET IN CONCRETE CYLINDER
 EB0114'5 INCHES BELOW THE GROUND.
 EB0114
 EB0114                          STATION RECOVERY (1978)
 EB0114
 EB0114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB0114'RECOVERED IN GOOD CONDITION.
 EB0114
 EB0114                          STATION RECOVERY (1980)
 EB0114
 EB0114'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB0114'AIRPORT 1973 RECOVERED GOOD.
 EB0114'
 EB0114'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED APPROX IN WHITE
 EB0114'LAKE.
 EB0114
 EB0114                          STATION RECOVERY (1982)
 EB0114
 EB0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 EB0114'REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED IN GOOD
 EB0114'CONDITION.  THE STATION MARK HAS APPARENTLY BEEN RESET.  THE STATION
 EB0114'IS NOW AN NGS DISK STAMPED AIRPORT 1942 1981.
 EB0114'
 EB0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW HANOVER
 EB0114'COUNTY AIRPORT.
 EB0114
 EB0114                          STATION RECOVERY (2006)
 EB0114
 EB0114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EB0114'MARK NOT FOUND. ALL REFERENCES ARE GONE. ROAD PATTERN HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1142 ***********************************************************************
 EY1142  DESIGNATION -  AIRPORT
 EY1142  PID         -  EY1142
 EY1142  STATE/COUNTY-  NC/EDGECOMBE
 EY1142  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1142
 EY1142                         *CURRENT SURVEY CONTROL
 EY1142  ___________________________________________________________________
 EY1142* NAD 83(2001)-  35 58 26.50682(N)    077 46 54.75547(W)     ADJUSTED  
 EY1142* NAVD 88     -        33.564  (meters)     110.12   (feet)  ADJUSTED  
 EY1142  ___________________________________________________________________
 EY1142  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EY1142  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY1142  DYNAMIC HT  -          33.535 (meters)     110.02  (feet)  COMP
 EY1142  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 EY1142
 EY1142  HORZ ORDER  -  SECOND
 EY1142  VERT ORDER  -  SECOND    CLASS I
 EY1142
 EY1142.The horizontal coordinates were established by classical geodetic methods
 EY1142.and adjusted by the National Geodetic Survey in August 2005.
 EY1142
 EY1142.The orthometric height was determined by differential leveling
 EY1142.and adjusted in June 1991.
 EY1142
 EY1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1142
 EY1142.The geoid height was determined by GEOID03.
 EY1142
 EY1142.The dynamic height is computed by dividing the NAVD 88
 EY1142.geopotential number by the normal gravity value computed on the
 EY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1142.degrees latitude (g = 980.6199 gals.).
 EY1142
 EY1142.The modeled gravity was interpolated from observed gravity values.
 EY1142
 EY1142;                    North         East     Units Scale Factor Converg.
 EY1142;SPC NC       -   247,393.242   719,459.686   MT  0.99995193   +0 42 11.0
 EY1142;SPC NC       -   811,655.99  2,360,427.32   sFT  0.99995193   +0 42 11.0
 EY1142;UTM  18      - 3,984,646.653   249,163.105   MT  1.00037536   -1 38 05.9
 EY1142
 EY1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1142!SPC NC       -   1.00000022  x   0.99995193  =   0.99995215
 EY1142!UTM  18      -   1.00000022  x   1.00037536  =   1.00037558
 EY1142
 EY1142:                Primary Azimuth Mark                     Grid Az
 EY1142:SPC NC       -  BRICK                                    016 35 32.7
 EY1142:UTM  18      -  BRICK                                    018 55 49.6
 EY1142
 EY1142|---------------------------------------------------------------------|
 EY1142| PID    Reference Object                     Distance      Geod. Az  |
 EY1142|                                                           dddmmss.s |
 EY1142| EY3082 BRICK                               APPROX. 1.4 KM 0171743.7 |
 EY1142|---------------------------------------------------------------------|
 EY1142
 EY1142                          SUPERSEDED SURVEY CONTROL
 EY1142
 EY1142  NAD 83(1986)-  35 58 26.51593(N)    077 46 54.76564(W) AD(       ) 2
 EY1142  NAD 27      -  35 58 25.95845(N)    077 46 55.84539(W) AD(       ) 2
 EY1142  NGVD 29 (??/??/92)   33.881  (m)          111.16   (f) ADJ UNCH    2 1
 EY1142
 EY1142.Superseded values are not recommended for survey control.
 EY1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1142.See file dsdata.txt to determine how the superseded data were derived.
 EY1142
 EY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4916384647(NAD 83)
 EY1142_MARKER: DD = SURVEY DISK
 EY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1142_STAMPING: AIRPORT 1963
 EY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1142+STABILITY: SURFACE MOTION
 EY1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1142+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 EY1142
 EY1142  HISTORY     - Date     Condition        Report By
 EY1142  HISTORY     - 1963     MONUMENTED       NCGS
 EY1142  HISTORY     - 1968     GOOD             CGS
 EY1142  HISTORY     - 1976     GOOD             NCGS
 EY1142  HISTORY     - 19990226 GOOD             USPSQD
 EY1142  HISTORY     - 20040622 GOOD             USPSQD
 EY1142  HISTORY     - 20050923 GOOD             USPSQD
 EY1142
 EY1142                          STATION DESCRIPTION
 EY1142
 EY1142'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY1142'AIRPORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1142'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY1142'
 EY1142'AIRPORT IS 2.2 MILES NNE OF THE CENTER OF ROCKY MOUNT, 0.2
 EY1142'MILE ALONG NC 97 FROM U.S. 301 BUSINESS AT SE CORNER OF S BRIDGE
 EY1142'ABUTMENT THAT CROSSES ACL TRACK NEAR AIRPORT.
 EY1142'
 EY1142'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1142'AIRPORT 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1142'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1142'
 EY1142'MARK IS
 EY1142'
 EY1142'15.7 FT S OF CENTER OF NC 97
 EY1142'
 EY1142'3.6 FT W OF 2ND GUARD RAIL POST
 EY1142'
 EY1142'7.7 FT SE OF WALKWAY ACROSS BRIDGE NEXT TO PAVEMENT
 EY1142
 EY1142                          STATION RECOVERY (1968)
 EY1142
 EY1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMR)
 EY1142'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 EY1142'IS GOOD.
 EY1142
 EY1142                          STATION RECOVERY (1976)
 EY1142
 EY1142'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1142'IN ROCKY MOUNT.
 EY1142'STATION IS AT THE NC 97 BRIDGE OVER THE SEABOARD COAST LINE RAILROAD,
 EY1142'AND NEAR THE SOUTHEAST CORNER OF BRIDGE.  15.7 FT. S OF CENTER OF NC
 EY1142'97, 1.6 FT. W OF 2ND GUARD RAIL POST, AND 7.7 FT. SE OF WALKWAY ACROSS
 EY1142'BRIDGE NEXT TO PAVEMENT.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 EY1142'THE GROUND.
 EY1142
 EY1142                          STATION RECOVERY (1999)
 EY1142
 EY1142'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1142'RECOVERED IN GOOD CONDITION.
 EY1142
 EY1142                          STATION RECOVERY (2004)
 EY1142
 EY1142'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1142'RECOVERED IN GOOD CONDITION.
 EY1142
 EY1142                          STATION RECOVERY (2005)
 EY1142
 EY1142'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2173 ***********************************************************************
 FA2173  DESIGNATION -  AIRPORT
 FA2173  PID         -  FA2173
 FA2173  STATE/COUNTY-  NC/CABARRUS
 FA2173  USGS QUAD   -  MOUNT PLEASANT (1980)
 FA2173
 FA2173                         *CURRENT SURVEY CONTROL
 FA2173  ___________________________________________________________________
 FA2173* NAD 83(2001)-  35 23 08.61133(N)    080 29 29.04639(W)     ADJUSTED  
 FA2173* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 FA2173  ___________________________________________________________________
 FA2173  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 FA2173  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2173  HORZ ORDER  -  SECOND
 FA2173
 FA2173.The horizontal coordinates were established by classical geodetic methods
 FA2173.and adjusted by the National Geodetic Survey in August 2005.
 FA2173
 FA2173.The orthometric height was scaled from a topographic map.
 FA2173
 FA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2173
 FA2173.The geoid height was determined by GEOID03.
 FA2173
 FA2173;                    North         East     Units Scale Factor Converg.
 FA2173;SPC NC       -   182,468.993   474,117.860   MT  0.99987531   -0 51 38.9
 FA2173;SPC NC       -   598,650.35  1,555,501.68   sFT  0.99987531   -0 51 38.9
 FA2173;UTM  17      - 3,915,938.627   546,191.788   MT  0.99962629   +0 17 40.3
 FA2173
 FA2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2173!SPC NC       -   0.99997091  x   0.99987531  =   0.99984622
 FA2173!UTM  17      -   0.99997091  x   0.99962629  =   0.99959721
 FA2173
 FA2173|---------------------------------------------------------------------|
 FA2173| PID    Reference Object                     Distance      Geod. Az  |
 FA2173|                                                           dddmmss.s |
 FA2173| FA3718 AIRPORT RM 1                         14.603 METERS 13715     |
 FA2173| FA2157 FAGGART                             APPROX. 1.3 KM 1610301.0 |
 FA2173| FA2174 AIRPORT AZ MK                       428.836 METERS 2311645.4 |
 FA2173| FA3719 AIRPORT RM 2                         13.698 METERS 26057     |
 FA2173|---------------------------------------------------------------------|
 FA2173
 FA2173                          SUPERSEDED SURVEY CONTROL
 FA2173
 FA2173  NAD 83(1986)-  35 23 08.62478(N)    080 29 29.05300(W) AD(       ) 2
 FA2173  NAD 27      -  35 23 08.11800(N)    080 29 29.81800(W) AD(       ) 2
 FA2173
 FA2173.Superseded values are not recommended for survey control.
 FA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2173.See file dsdata.txt to determine how the superseded data were derived.
 FA2173
 FA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4619215939(NAD 83)
 FA2173_MARKER: DS = TRIANGULATION STATION DISK
 FA2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2173
 FA2173  HISTORY     - Date     Condition        Report By
 FA2173  HISTORY     - 1948     MONUMENTED       CGS
 FA2173  HISTORY     - 1963     MARK NOT FOUND   NCGS
 FA2173  HISTORY     - 1965     MARK NOT FOUND   CGS
 FA2173  HISTORY     - 19981029 MARK NOT FOUND   USPSQD
 FA2173
 FA2173                          STATION DESCRIPTION
 FA2173
 FA2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2173'THE STATION IS LOCATED 5 MILES EAST-SOUTHEAST OF CONCORD, 3
 FA2173'MILES WEST-SOUTHWEST OF MT. PLEASANT AND 0.05 MILE NORTH OF
 FA2173'THE ADMINISTRATION BUILDING, ON THE NORTHEAST CORNER OF THE
 FA2173'CONCORD AIRPORT GROUNDS.  IT IS 40 FEET SOUTHWEST OF THE CENTER
 FA2173'OF A COUNTY ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FA2173'AIRPORT 1948.
 FA2173'
 FA2173'REFERENCE MARK NO. 1 IS 47.91 FEET SOUTHEAST OF THE STATION.  IT
 FA2173'IS 34 FEET SOUTHWEST OF THE CENTER OF THE COUNTY ROAD.  THE
 FA2173'MARK IS FLUSH AND THE DISK IS STAMPED AIRPORT NO 1 1948.
 FA2173'
 FA2173'REFERENCE MARK NO. 2 IS 44.94 FEET SOUTHWEST OF THE STATION.  IT
 FA2173'IS 79 FEET SOUTHWEST OF THE CENTER OF THE COUNTY ROAD.  THE MARK
 FA2173'PROJECTS 3 INCHES AND THE DISK IS STAMPED AIRPORT NO 2 1948.
 FA2173'
 FA2173'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF THE STATION, AT THE
 FA2173'SOUTHWEST END OF THE AIRPORT GROUNDS.  IT IS 27 FEET SOUTHEAST
 FA2173'OF A FENCE CORNER AND 7 FEET EAST OF A WHITE WITNESS POST.  THE
 FA2173'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AIRPORT 1948.
 FA2173'
 FA2173'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN MT. PLEASANT,
 FA2173'GO WEST ON STATE HIGHWAY 73 FOR 5.0 MILES TO A CROSSROAD AT A
 FA2173'FRAME BUILDING ON THE RIGHT, TURN LEFT AND GO SOUTHEAST 2.6
 FA2173'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 FA2173'
 FA2173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2173
 FA2173                          STATION RECOVERY (1963)
 FA2173
 FA2173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 FA2173'STATION AND RM 1 WERE NOT RECOVERED.  RM 2 AND AZIMUTH MARK
 FA2173'HAVE BEEN DESTROYED.  SEARCHED TWO HOURS.  MANY CHANGES IN
 FA2173'AREA.  NOT ENOUGH TIES TO OBJECTS TO MAKE RECOVERY CERTAIN.
 FA2173
 FA2173                          STATION RECOVERY (1965)
 FA2173
 FA2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2173'NOT RECOVERED.  THE FORMER AIRPORT IS NOW A FARM, AND ALL MARKS
 FA2173'INCLUDING THE AZIMUTH MARK WERE IN AN AREA THAT IS PRESENTLY
 FA2173'UNDER CULTIVATION.
 FA2173
 FA2173                          STATION RECOVERY (1998)
 FA2173
 FA2173'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2508 ***********************************************************************
 FA2508  DESIGNATION -  AIRPORT
 FA2508  PID         -  FA2508
 FA2508  STATE/COUNTY-  NC/MECKLENBURG
 FA2508  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2508
 FA2508                         *CURRENT SURVEY CONTROL
 FA2508  ___________________________________________________________________
 FA2508* NAD 83(2001)-  35 12 07.23778(N)    080 56 07.28854(W)     ADJUSTED  
 FA2508* NAVD 88     -       218.2    (meters)     716.     (feet)  VERTCON   
 FA2508  ___________________________________________________________________
 FA2508  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 FA2508  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FA2508  HORZ ORDER  -  SECOND
 FA2508
 FA2508.This mark is at Charlotte-Douglas Intl Airport (CLT)
 FA2508
 FA2508.The horizontal coordinates were established by classical geodetic methods
 FA2508.and adjusted by the National Geodetic Survey in August 2005.
 FA2508
 FA2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2508
 FA2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2508
 FA2508.The geoid height was determined by GEOID03.
 FA2508
 FA2508;                    North         East     Units Scale Factor Converg.
 FA2508;SPC NC       -   162,789.107   433,394.792   MT  0.99987297   -1 07 01.3
 FA2508;SPC NC       -   534,083.93  1,421,896.08   sFT  0.99987297   -1 07 01.3
 FA2508;UTM  17      - 3,895,447.548   505,884.163   MT  0.99960043   +0 02 14.1
 FA2508
 FA2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2508!SPC NC       -   0.99997054  x   0.99987297  =   0.99984352
 FA2508!UTM  17      -   0.99997054  x   0.99960043  =   0.99957099
 FA2508
 FA2508:                Primary Azimuth Mark                     Grid Az
 FA2508:SPC NC       -  PIPER                                    002 09 57.4
 FA2508:UTM  17      -  PIPER                                    001 00 42.0
 FA2508
 FA2508|---------------------------------------------------------------------|
 FA2508| PID    Reference Object                     Distance      Geod. Az  |
 FA2508|                                                           dddmmss.s |
 FA2508| FA0517 PIPER                               APPROX. 2.7 KM 0010256.1 |
 FA2508| FA2533 HORSE                               378.204 METERS 15732     |
 FA2508|---------------------------------------------------------------------|
 FA2508
 FA2508                          SUPERSEDED SURVEY CONTROL
 FA2508
 FA2508  NAD 83(1986)-  35 12 07.25553(N)    080 56 07.29764(W) AD(       ) 2
 FA2508  NAD 27      -  35 12 06.74103(N)    080 56 08.04159(W) AD(       ) 2
 FA2508  NGVD 29 (07/19/86)  218.4    (m)          717.     (f) VERT ANG    3  
 FA2508
 FA2508.Superseded values are not recommended for survey control.
 FA2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2508.See file dsdata.txt to determine how the superseded data were derived.
 FA2508
 FA2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0588495448(NAD 83)
 FA2508_MARKER: DE = TRAVERSE STATION DISK
 FA2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2508_STAMPING: AIRPORT 1968
 FA2508_MARK LOGO: NCGS  
 FA2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2508+STABILITY: SURFACE MOTION
 FA2508
 FA2508  HISTORY     - Date     Condition        Report By
 FA2508  HISTORY     - 1968     MONUMENTED       NCGS
 FA2508  HISTORY     - 1971     GOOD             NCGS
 FA2508  HISTORY     - 1977     GOOD             LOCSUR
 FA2508  HISTORY     - 1980     GOOD             NGS
 FA2508  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA2508  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 FA2508
 FA2508                          STATION DESCRIPTION
 FA2508
 FA2508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2508'AIRPORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2508'ESTABLISHED IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2508'
 FA2508'AIRPORT IS LOCATED APPROXIMATELY 5.4 MILES SOUTHWEST OF
 FA2508'CHARLOTTE.  STATION IS AT THE INTERSECTION OF SR 1177 (WILMONT
 FA2508'RD.) WITH NC 160, AT THE SOUTH SIDE OF DOUGLAS AIRPORT, AND IN
 FA2508'THE SOUTHWEST QUADRANT OF INTERSECTION.
 FA2508'
 FA2508'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2508'AIRPORT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2508'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2508'
 FA2508'MARK IS
 FA2508'
 FA2508'45.0 FT SW OF C/L OF SR 1177 (WILMONT RD.)
 FA2508'
 FA2508'95.9 FT SSW OF S END OF CURB FOR TRAFFIC ISLAND MEDIAN IN
 FA2508'MIDDLE OF WILMONT RD.
 FA2508'
 FA2508'99.5 FT SSW OF 4X4 POST WITH KEEP RIGHT SIGN IN S END OF
 FA2508'TRAFFIC ISLAND, AND WITH ALUMINUM REF. TAG
 FA2508'
 FA2508'153.5 FT SE OF NE CORNER OF CONCRETE BLOCK BUILDING
 FA2508
 FA2508                          STATION RECOVERY (1971)
 FA2508
 FA2508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2508'AIRPORT 1968 RECOVERED.
 FA2508
 FA2508                          STATION RECOVERY (1977)
 FA2508
 FA2508'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA2508'AIRPORT 1968 GOOD CONDITION
 FA2508
 FA2508                          STATION RECOVERY (1980)
 FA2508
 FA2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 FA2508'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FA2508'
 FA2508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4 MILES SOUTH
 FA2508'WEST OF CHARLOTTE.
 FA2508
 FA2508                          STATION RECOVERY (1989)
 FA2508
 FA2508'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFM)
 FA2508'MARK NOT FOUND.
 FA2508
 FA2508                          STATION RECOVERY (1991)
 FA2508
 FA2508'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2596 ***********************************************************************
 FB2596  FBN         -  This is a Federal Base Network Control Station.
 FB2596  DESIGNATION -  AIRPORT
 FB2596  PID         -  FB2596
 FB2596  STATE/COUNTY-  NC/CHEROKEE
 FB2596  USGS QUAD   -  ANDREWS (1990)
 FB2596
 FB2596                         *CURRENT SURVEY CONTROL
 FB2596  ___________________________________________________________________
 FB2596* NAD 83(2007)-  35 11 46.18512(N)    083 51 45.29257(W)     ADJUSTED  
 FB2596* NAVD 88     -       516.868  (meters)    1695.76   (feet)  ADJUSTED  
 FB2596  ___________________________________________________________________
 FB2596  EPOCH DATE  -        2002.00
 FB2596  X           -     557,907.736 (meters)                     COMP
 FB2596  Y           -  -5,188,403.273 (meters)                     COMP
 FB2596  Z           -   3,655,954.026 (meters)                     COMP
 FB2596  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FB2596  ELLIP HEIGHT-         488.446 (meters)          (02/10/07) ADJUSTED
 FB2596  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 FB2596  DYNAMIC HT  -         516.335 (meters)    1694.01  (feet)  COMP
 FB2596
 FB2596  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2596  Type    PID    Designation                      North   East  Ellip
 FB2596  -------------------------------------------------------------------
 FB2596  NETWORK FB2596 AIRPORT                           0.41   0.39   1.33
 FB2596  -------------------------------------------------------------------
 FB2596  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 FB2596
 FB2596  VERT ORDER  -  SECOND    CLASS II
 FB2596
 FB2596.This mark is at Andrews Airport (6A3)
 FB2596
 FB2596.The horizontal coordinates were established by GPS observations
 FB2596.and adjusted by the National Geodetic Survey in February 2007.
 FB2596
 FB2596.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2596.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2596.The horizontal coordinates are valid at the epoch date displayed above.
 FB2596.The epoch date for horizontal control is a decimal equivalence
 FB2596.of Year/Month/Day.
 FB2596
 FB2596.The orthometric height was determined by differential leveling
 FB2596.and adjusted in May 1995.
 FB2596
 FB2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2596
 FB2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2596
 FB2596.The ellipsoidal height was determined by GPS observations
 FB2596.and is referenced to NAD 83.
 FB2596
 FB2596.The geoid height was determined by GEOID03.
 FB2596
 FB2596.The dynamic height is computed by dividing the NAVD 88
 FB2596.geopotential number by the normal gravity value computed on the
 FB2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2596.degrees latitude (g = 980.6199 gals.).
 FB2596
 FB2596.The modeled gravity was interpolated from observed gravity values.
 FB2596
 FB2596;                    North         East     Units Scale Factor Converg.
 FB2596;SPC NC       -   171,264.888   167,000.294   MT  0.99987306   -2 48 23.5
 FB2596;SPC NC       -   561,891.55    547,900.13   sFT  0.99987306   -2 48 23.5
 FB2596;UTM  17      - 3,898,551.532   239,372.962   MT  1.00043721   -1 39 03.1
 FB2596
 FB2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2596!SPC NC       -   0.99992334  x   0.99987306  =   0.99979641
 FB2596!UTM  17      -   0.99992334  x   1.00043721  =   1.00036051
 FB2596
 FB2596:                Primary Azimuth Mark                     Grid Az
 FB2596:SPC NC       -  JOANNA LOOKOUT TOWER                     044 43 10.7
 FB2596:UTM  17      -  JOANNA LOOKOUT TOWER                     043 33 50.3
 FB2596
 FB2596|---------------------------------------------------------------------|
 FB2596| PID    Reference Object                     Distance      Geod. Az  |
 FB2596|                                                           dddmmss.s |
 FB2596| FB3432 JOANNA LOOKOUT TOWER                APPROX. 9.2 KM 0415447.2 |
 FB2596| FB3434 ANDREWS MURPHY SE BEACON LT         APPROX. 1.9 KM 1445156.6 |
 FB2596| FB4004 CHE 3                                              30452     |
 FB2596| AH8287 PARKER                              APPROX. 0.6 KM 3315140.8 |
 FB2596|---------------------------------------------------------------------|
 FB2596
 FB2596                          SUPERSEDED SURVEY CONTROL
 FB2596
 FB2596  ELLIP H (08/03/04)  488.396  (m)                       GP(       ) 4 1
 FB2596  NAD 83(2001)-  35 11 46.18490(N)    083 51 45.29309(W) AD(       ) A
 FB2596  ELLIP H (09/24/02)  488.469  (m)                       GP(       ) 4 1
 FB2596  NAD 83(1995)-  35 11 46.18498(N)    083 51 45.29265(W) AD(       ) B
 FB2596  ELLIP H (05/28/93)  488.442  (m)                       GP(       ) 4 2
 FB2596  NAD 83(1986)-  35 11 46.19257(N)    083 51 45.30120(W) AD(       ) 1
 FB2596  NAD 27      -  35 11 45.88133(N)    083 51 45.65188(W) AD(       ) 2
 FB2596  NAVD 88 (09/11/96)  516.87   (m)         1695.8    (f) LEVELING    3  
 FB2596  NGVD 29 (05/28/93)  516.90   (m)         1695.9    (f) LEVELING    3  
 FB2596
 FB2596.Superseded values are not recommended for survey control.
 FB2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2596.See file dsdata.txt to determine how the superseded data were derived.
 FB2596
 FB2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3937398552(NAD 83)
 FB2596_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2596_SP_SET: CONCRETE POST
 FB2596_STAMPING: AIRPORT 1977
 FB2596_MARK LOGO: NCGS  
 FB2596_PROJECTION: FLUSH
 FB2596_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2596+STABILITY: SURFACE MOTION
 FB2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2596+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 FB2596
 FB2596  HISTORY     - Date     Condition        Report By
 FB2596  HISTORY     - 1977     MONUMENTED       NCGS
 FB2596  HISTORY     - 1977     GOOD             NCGS
 FB2596  HISTORY     - 19850101 GOOD             NCGS
 FB2596  HISTORY     - 19850101 GOOD             NCGS
 FB2596  HISTORY     - 19880605 GOOD             NCGS
 FB2596  HISTORY     - 19931209 GOOD             NCGS
 FB2596  HISTORY     - 20000120 GOOD             NCGS
 FB2596  HISTORY     - 20010110 GOOD             NCGS
 FB2596  HISTORY     - 20031010 GOOD             TNDT
 FB2596  HISTORY     - 20060414 GOOD             NCGS
 FB2596  HISTORY     - 20080107 GOOD             WOOLPT
 FB2596
 FB2596                          STATION DESCRIPTION
 FB2596
 FB2596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FB2596'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES EAST-NORTHEAST OF
 FB2596'MARBLE AND 2.1 MILES WEST OF ANDREWS.
 FB2596'
 FB2596'THE STATION IS LOCATED AT THE ANDREWS-MURPHY AIRFIELD, NEAR THE
 FB2596'NORTHEAST CORNER OF THE TAXI STRIP BETWEEN THE RUNWAY AND HANGER AREA.
 FB2596'
 FB2596'STATION MARK IS A STANDARD DISK STAMPED---AIRPORT 1977---, SET IN THE
 FB2596'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB2596'THE MARK IS 42.6 FEET EAST OF THE CENTERLINE OF TAXI STRIP, 14.6 FEET
 FB2596'EAST OF BLUE LANDING LIGHT, 14.0 FEET SOUTH OF BLUE LANDING LIGHT, AND
 FB2596'200.5 FEET NORTHWEST OF NORTH END OF CONCRETE HEADWALL.
 FB2596
 FB2596                          STATION RECOVERY (1977)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FB2596'RECOVERED IN GOOD CONDITION.
 FB2596
 FB2596                          STATION RECOVERY (1985)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FB2596'THE FOLLOWING IS FROM A 1977 HORIZONTAL CONTROL DESCRIPTION BY NCGS--
 FB2596'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES (6.1 KM)
 FB2596'EAST-NORTHEAST OF MARBLE AND 2.1 MILES (3.4 KM) WEST OF ANDREWS.
 FB2596'THE STATION IS LOCATED AT THE ANDREWS-MURPHY AIRFIELD, NEAR THE
 FB2596'NORTHEAST CORNER OF THE TAXI STRIP BETWEEN THE RUNWAY AND HANGER
 FB2596'AREA.
 FB2596'STATION MARK IS A STANDARD DISK STAMPED---AIRPORT 1977---, SET IN THE
 FB2596'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB2596'THE MARK IS 42.6 FEET (13.0 M) EAST OF THE CENTERLINE OF TAXI STRIP,
 FB2596'14.6 FEET (4.5 M) EAST OF BLUE LANDING LIGHT, 14.0 FEET (4.3 M) SOUTH
 FB2596'OF BLUE LANDING LIGHT, AND 200.5 FEET (61.1 M) NORTHWEST OF NORTH END
 FB2596'OF CONCRETE HEADWALL.
 FB2596
 FB2596                          STATION RECOVERY (1985)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2596'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB2596
 FB2596                          STATION RECOVERY (1988)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2596'RECOVERED IN GOOD CONDITION.
 FB2596
 FB2596                          STATION RECOVERY (1993)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB2596'RECOVERED AS DESCRIBED.
 FB2596
 FB2596                          STATION RECOVERY (2000)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB2596'RECOVERED AS DESCRIBED.
 FB2596
 FB2596                          STATION RECOVERY (2001)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB2596'RECOVERED AS DESCRIBED.
 FB2596'
 FB2596
 FB2596                          STATION RECOVERY (2003)
 FB2596
 FB2596'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 FB2596'RECOVERED AS DESCRIBED.
 FB2596
 FB2596                          STATION RECOVERY (2006)
 FB2596
 FB2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (MDB)
 FB2596'RECOVERED AS DESCRIBED.
 FB2596
 FB2596                          STATION RECOVERY (2008)
 FB2596
 FB2596'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 FB2596'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5272 ***********************************************************************
 EZ5272  DESIGNATION -  AIRPORT
 EZ5272  PID         -  EZ5272
 EZ5272  STATE/COUNTY-  NC/JOHNSTON
 EZ5272  USGS QUAD   -  ANGIER (1993)
 EZ5272
 EZ5272                         *CURRENT SURVEY CONTROL
 EZ5272  ___________________________________________________________________
 EZ5272* NAD 83(2001)-  35 31 02.91357(N)    078 39 34.87570(W)     ADJUSTED  
 EZ5272* NAVD 88     -        85.8    (meters)     281.     (feet)  VERTCON   
 EZ5272  ___________________________________________________________________
 EZ5272  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 EZ5272  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EZ5272  HORZ ORDER  -  SECOND
 EZ5272
 EZ5272.The horizontal coordinates were established by classical geodetic methods
 EZ5272.and adjusted by the National Geodetic Survey in August 2005.
 EZ5272
 EZ5272.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5272
 EZ5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5272
 EZ5272.The geoid height was determined by GEOID03.
 EZ5272
 EZ5272;                    North         East     Units Scale Factor Converg.
 EZ5272;SPC NC       -   196,119.964   640,467.197   MT  0.99988331   +0 11 47.1
 EZ5272;SPC NC       -   643,436.92  2,101,266.13   sFT  0.99988331   +0 11 47.1
 EZ5272;UTM  17      - 3,932,950.455   712,223.537   MT  1.00015505   +1 21 36.4
 EZ5272
 EZ5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5272!SPC NC       -   0.99999175  x   0.99988331  =   0.99987506
 EZ5272!UTM  17      -   0.99999175  x   1.00015505  =   1.00014679
 EZ5272
 EZ5272:                Primary Azimuth Mark                     Grid Az
 EZ5272:SPC NC       -  YAM                                      083 36 04.0
 EZ5272:UTM  17      -  YAM                                      082 26 14.7
 EZ5272
 EZ5272|---------------------------------------------------------------------|
 EZ5272| PID    Reference Object                     Distance      Geod. Az  |
 EZ5272|                                                           dddmmss.s |
 EZ5272| EZ5273 YAM                                 APPROX. 2.7 KM 0834751.1 |
 EZ5272| EZ5271 DUROC                               451.743 METERS 2711231.4 |
 EZ5272|---------------------------------------------------------------------|
 EZ5272
 EZ5272                          SUPERSEDED SURVEY CONTROL
 EZ5272
 EZ5272  NAD 83(1986)-  35 31 02.91966(N)    078 39 34.88732(W) AD(       ) 2
 EZ5272  NAD 27      -  35 31 02.34795(N)    078 39 35.84469(W) AD(       ) 2
 EZ5272  NGVD 29 (07/19/86)   86.1    (m)          282.     (f) VERT ANG    3  
 EZ5272
 EZ5272.Superseded values are not recommended for survey control.
 EZ5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5272.See file dsdata.txt to determine how the superseded data were derived.
 EZ5272
 EZ5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1222432950(NAD 83)
 EZ5272_MARKER: DE = TRAVERSE STATION DISK
 EZ5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5272_STAMPING: AIRPORT 1972
 EZ5272_MARK LOGO: NCGS  
 EZ5272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5272+STABILITY: SURFACE MOTION
 EZ5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5272+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2004
 EZ5272
 EZ5272  HISTORY     - Date     Condition        Report By
 EZ5272  HISTORY     - 1972     MONUMENTED       NCGS
 EZ5272  HISTORY     - 1984     GOOD             USPSQD
 EZ5272  HISTORY     - 20040405 GOOD             NCGS
 EZ5272
 EZ5272                          STATION DESCRIPTION
 EZ5272
 EZ5272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5272'AIRPORT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5272'VICINITY OF ANGIER, NORTH CAROLINA.
 EZ5272'
 EZ5272'AIRPORT IS LOCATED APPROXIMATELY 4.7 MILES EAST OF ANGIER AND
 EZ5272'11.2 MILES NORTHWEST OF BENSON.  TO REACH STATION FROM THE
 EZ5272'INTERSECTION OF NC 210 WITH SR 1309 (JOHNSON CROSSROADS), PROCEED
 EZ5272'WEST ALONG NC 210 FOR 3.25 MILES TO STATION ON RIGHT SHOULDER, 0.3
 EZ5272'MILE EAST OF INTERSECTION WITH SR 1313 AND ACROSS HIGHWAY FROM
 EZ5272'GRASS AIR STRIP.
 EZ5272'
 EZ5272'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5272'AIRPORT 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5272'WHICH IS 4 INCHES BELOW THE GROUND.
 EZ5272'
 EZ5272'MARK IS--14.3 FEET N OF C/L OF NC 210.
 EZ5272'60.5 FEET N OF 60 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EZ5272'72.6 FEET NE OF 30 INCH CHESTNUT OAK WITH ALUMINUM REF. TAG.
 EZ5272'123.4 FEET ENE OF SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ5272
 EZ5272                          STATION RECOVERY (1984)
 EZ5272
 EZ5272'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ5272'AIRPORT 1972 GOOD MONU. PANELED FOR MAPPING CONTROL.
 EZ5272
 EZ5272                          STATION RECOVERY (2004)
 EZ5272
 EZ5272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5272'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND UPDATES.
 EZ5272' 
 EZ5272'MARK IS ABOUT 6-IN (15 CM) BELOW THE GROUND AND ABOUT 1-FOOT LOWER
 EZ5272'THAN THE CENTERLINE OF NC 210.  THE REFERENCE TAGS ON THE OAK AND
 EZ5272'SERVICE POLE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5293 ***********************************************************************
 EZ5293  DESIGNATION -  AIRPORT
 EZ5293  PID         -  EZ5293
 EZ5293  STATE/COUNTY-  NC/WAKE
 EZ5293  USGS QUAD   -  LAKE WHEELER (1993)
 EZ5293
 EZ5293                         *CURRENT SURVEY CONTROL
 EZ5293  ___________________________________________________________________
 EZ5293* NAD 83(2001)-  35 44 02.18401(N)    078 39 03.28938(W)     ADJUSTED  
 EZ5293* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 EZ5293  ___________________________________________________________________
 EZ5293  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 EZ5293  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 EZ5293  HORZ ORDER  -  SECOND
 EZ5293
 EZ5293.The horizontal coordinates were established by classical geodetic methods
 EZ5293.and adjusted by the National Geodetic Survey in August 2005.
 EZ5293
 EZ5293.The orthometric height was scaled from a topographic map.
 EZ5293
 EZ5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5293
 EZ5293.The geoid height was determined by GEOID03.
 EZ5293
 EZ5293;                    North         East     Units Scale Factor Converg.
 EZ5293;SPC NC       -   220,137.175   641,178.536   MT  0.99990791   +0 12 05.3
 EZ5293;SPC NC       -   722,233.38  2,103,599.91   sFT  0.99990791   +0 12 05.3
 EZ5293;UTM  17      - 3,956,983.449   712,445.505   MT  1.00015619   +1 22 20.8
 EZ5293
 EZ5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5293!SPC NC       -   0.99998842  x   0.99990791  =   0.99989633
 EZ5293!UTM  17      -   0.99998842  x   1.00015619  =   1.00014461
 EZ5293
 EZ5293:                Primary Azimuth Mark                     Grid Az
 EZ5293:SPC NC       -  RALEIGH EDENTON METH CH SPIRE            007 40 02.3
 EZ5293:UTM  17      -  RALEIGH EDENTON METH CH SPIRE            006 29 46.8
 EZ5293
 EZ5293|---------------------------------------------------------------------|
 EZ5293| PID    Reference Object                     Distance      Geod. Az  |
 EZ5293|                                                           dddmmss.s |
 EZ5293| EZ5142 RALEIGH EDENTON METH CH SPIRE       APPROX. 5.3 KM 0075207.6 |
 EZ5293| EZ5139 RALEIGH CAROLINA HOTEL REV BCN      APPROX. 5.0 KM 0075952.9 |
 EZ5293| EZ6059 AIRPORT RM 1 AZIMUTH                               0133319.7 |
 EZ5293| EZ6060 AIRPORT RM 2                         29.170 METERS 17205     |
 EZ5293| EZ6061 AIRPORT RM 3                         28.740 METERS 28135     |
 EZ5293| EZ5306 RALEIGH GREEN AND WHITE AWY BN       80.372 METERS 29453     |
 EZ5293| EZ0687 FAIR                                APPROX. 8.4 KM 3215614.7 |
 EZ5293| EZ5146 RALEIGH MEREDITH COLL TALL STK      APPROX. 8.1 KM 3351844.0 |
 EZ5293| EZ5147 RALEIGH MEREDITH COLL TANK          APPROX. 8.1 KM 3353420.8 |
 EZ5293| EZ5149 RALEIGH NC STATE COLL STACK         APPROX. 5.8 KM 3444733.2 |
 EZ5293| EZ5141 RALEIGH DIX HILL ST HOSP STACK      APPROX. 3.9 KM 3522327.2 |
 EZ5293|---------------------------------------------------------------------|
 EZ5293
 EZ5293                          SUPERSEDED SURVEY CONTROL
 EZ5293
 EZ5293  NAD 83(1986)-  35 44 02.18699(N)    078 39 03.29820(W) AD(       ) 2
 EZ5293  NAD 27      -  35 44 01.63400(N)    078 39 04.28400(W) AD(       ) 2
 EZ5293
 EZ5293.Superseded values are not recommended for survey control.
 EZ5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5293.See file dsdata.txt to determine how the superseded data were derived.
 EZ5293
 EZ5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1244656983(NAD 83)
 EZ5293_MARKER: DS = TRIANGULATION STATION DISK
 EZ5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5293_STAMPING: AIRPORT 1933
 EZ5293_MARK LOGO: CGS   
 EZ5293
 EZ5293  HISTORY     - Date     Condition        Report By
 EZ5293  HISTORY     - 1933     MONUMENTED       CGS
 EZ5293  HISTORY     - 1943     GOOD             CGS
 EZ5293  HISTORY     - 1961     SEE DESCRIPTION  NCGS
 EZ5293
 EZ5293                          STATION DESCRIPTION
 EZ5293
 EZ5293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EZ5293'ON MUNICIPAL AIRPORT OF RALEIGH.  TO REACH FROM RALEIGH, GO SOUTH 3.4
 EZ5293'MILES FROM CAROLINA HOTEL ON ROUTE 21 TO AIRPORT ON WEST SIDE OF
 EZ5293'HIGHWAY.  MARK IS IN SOUTHWEST ANGLE FORMED BY DRIVEWAY INTO
 EZ5293'AIRPORT AND ROUTE 21, 9.8 METERS (32 FEET) SOUTH OF CENTER LINE OF
 EZ5293'DRIVEWAY, 22.7 METERS (74 FEET) WEST OF CENTER LINE OF ROUTE 21,
 EZ5293'100 YARDS SOUTHEAST OF MAIN BUILDING OF AIRPORT, AND 80.38
 EZ5293'METERS (263.7 FEET) SOUTHEAST OF CENTER OF AIRPORT-BEACON TOWER.
 EZ5293'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 EZ5293'MARKS IN CONCRETE.
 EZ5293'
 EZ5293'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 EZ5293'NOTE 11A.
 EZ5293'
 EZ5293'REFERENCE MARK NO. 1 IS 7.9 METERS (26 FEET) EAST OF
 EZ5293'CENTER LINE OF ROUTE 21,
 EZ5293'7.47 METERS (25 FEET) SOUTHWEST OF SOUTHWEST GATEPOST
 EZ5293'OF ENTRANCE TO MONTLAWN MEMORIAL PARK, AND APPROXIMATELY 0.2 MILE
 EZ5293'FROM STATION N 13 DEG 33 MIN E.
 EZ5293'
 EZ5293'REFERENCE MARK NO. 2 IS 13.5 METERS
 EZ5293'(44 FEET) WEST OF CENTER LINE OF ROUTE 21, 1.5 FEET NORTH OF
 EZ5293'TELEPHONE POLE (FIRST POLE TO SOUTH IN WESTERLY OF
 EZ5293'2 ROWS OF POLES), AND 29.17 METERS (95.7 FEET)
 EZ5293'FROM STATION S 07 DEG 55 MIN E.
 EZ5293'
 EZ5293'REFERENCE MARK NO. 3 IS 20 FEET SOUTH OF CENTER LINE
 EZ5293'OF DRIVEWAY TO AIRPORT, 37.5 FEET NORTHWEST OF TELEPHONE POLE, AND
 EZ5293'28.74 METERS (94.3 FEET) FROM STATION N 78 DEG 25 MIN W.
 EZ5293'
 EZ5293'SPINDLE OF BEACON ON AIRPORTS BEACON TOWER IS 80.38 METERS
 EZ5293'(263.7 FEET) FROM STATION N 65 DEG 10 MIN W.
 EZ5293'
 EZ5293'BEARING FROM STATION TO AIR BEACON ON TOP OF CAROLINA HOTEL,
 EZ5293'IN RALEIGH, IS N 08 DEG 00 MIN E, AND TO
 EZ5293'
 EZ5293'WATER TANK NEAR JUNCTION OF ROUTES 10 AND 70, N 86 DEG 43 MIN E.
 EZ5293
 EZ5293                          STATION RECOVERY (1943)
 EZ5293
 EZ5293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (NBA)
 EZ5293'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION SHOULD BE
 EZ5293'CHANGED-- HIGHWAY 21, REFERRED TO IN DESCRIPTION, IS NOW
 EZ5293'U.S. HIGHWAY 15A.
 EZ5293
 EZ5293                          STATION RECOVERY (1961)
 EZ5293
 EZ5293'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961
 EZ5293'STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED BY ROAD
 EZ5293'CONSTRUCTION.  REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN GOOD
 EZ5293'CONDITION.  A NEW STATION PORT 1957 WAS RECOVERED NEARBY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2119 ***********************************************************************
 FZ2119  DESIGNATION -  AIRPORT
 FZ2119  PID         -  FZ2119
 FZ2119  STATE/COUNTY-  NC/AVERY
 FZ2119  USGS QUAD   -  ELK PARK (1994)
 FZ2119
 FZ2119                         *CURRENT SURVEY CONTROL
 FZ2119  ___________________________________________________________________
 FZ2119* NAD 83(2001)-  36 09 45.15614(N)    081 53 54.20205(W)     ADJUSTED  
 FZ2119* NAVD 88     -      1053.9    (meters)    3458.     (feet)  VERTCON   
 FZ2119  ___________________________________________________________________
 FZ2119  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 FZ2119  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FZ2119  HORZ ORDER  -  SECOND
 FZ2119
 FZ2119.The horizontal coordinates were established by classical geodetic methods
 FZ2119.and adjusted by the National Geodetic Survey in August 2005.
 FZ2119
 FZ2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2119
 FZ2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2119
 FZ2119.The geoid height was determined by GEOID03.
 FZ2119
 FZ2119;                    North         East     Units Scale Factor Converg.
 FZ2119;SPC NC       -   271,443.103   348,846.413   MT  0.99999885   -1 40 22.3
 FZ2119;SPC NC       -   890,559.58  1,144,506.94   sFT  0.99999885   -1 40 22.3
 FZ2119;UTM  17      - 4,002,350.966   419,195.763   MT  0.99968045   -0 31 48.5
 FZ2119
 FZ2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2119!SPC NC       -   0.99983945  x   0.99999885  =   0.99983830
 FZ2119!UTM  17      -   0.99983945  x   0.99968045  =   0.99951996
 FZ2119
 FZ2119:                Primary Azimuth Mark                     Grid Az
 FZ2119:SPC NC       -  BEECH                                    034 21 01.6
 FZ2119:UTM  17      -  BEECH                                    033 12 27.8
 FZ2119
 FZ2119|---------------------------------------------------------------------|
 FZ2119| PID    Reference Object                     Distance      Geod. Az  |
 FZ2119|                                                           dddmmss.s |
 FZ2119| FZ2117 BEECH                               APPROX. 2.8 KM 0324039.3 |
 FZ2119|---------------------------------------------------------------------|
 FZ2119
 FZ2119                          SUPERSEDED SURVEY CONTROL
 FZ2119
 FZ2119  NAD 83(1995)-  36 09 45.15661(N)    081 53 54.19997(W) AD(       ) 2
 FZ2119  NAD 83(1993)-  36 09 45.16319(N)    081 53 54.20252(W) AD(       ) 2
 FZ2119  NAD 83(1986)-  36 09 45.16479(N)    081 53 54.20776(W) AD(       ) 2
 FZ2119  NAD 27      -  36 09 44.70657(N)    081 53 54.79762(W) AD(       ) 2
 FZ2119  NGVD 29 (07/19/86) 1054.0    (m)         3458.     (f) VERT ANG    3  
 FZ2119
 FZ2119.Superseded values are not recommended for survey control.
 FZ2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2119.See file dsdata.txt to determine how the superseded data were derived.
 FZ2119
 FZ2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1919602351(NAD 83)
 FZ2119_MARKER: DE = TRAVERSE STATION DISK
 FZ2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2119_STAMPING: AIRPORT 1971
 FZ2119_MARK LOGO: NCGS  
 FZ2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2119+STABILITY: SURFACE MOTION
 FZ2119
 FZ2119  HISTORY     - Date     Condition        Report By
 FZ2119  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2119  HISTORY     - 1975     GOOD             NCGS
 FZ2119  HISTORY     - 1990     GOOD             USPSQD
 FZ2119
 FZ2119                          STATION DESCRIPTION
 FZ2119
 FZ2119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2119'AIRPORT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ2119'THE VICINITY OF BANNER ELK, NORTH CAROLINA.
 FZ2119'
 FZ2119'AIRPORT IS LOCATED APPROXIMATELY 1.5 MILES WEST OF BANNER ELK, AT THE
 FZ2119'INTERSECTION OF NC 194 AND SR 1328 (EDGAR TUFTS RD.), APPROXIMATELY
 FZ2119'25 FEET SOUTH OF THE T INTERSECTION, AND 0.65 MILE WEST OF
 FZ2119'INTERSECTION OF NC 184 AND ENTRANCE DRIVE TO MEECH MOUNTAIN
 FZ2119'AIRPORT.
 FZ2119'
 FZ2119'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIRPORT
 FZ2119'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ2119'INCH BELOW THE SURFACE OF THE GROUND.
 FZ2119'
 FZ2119'MARK IS
 FZ2119'25.2 FEET SSW OF C/L OF NC 194.
 FZ2119'6.3 FEET S OF ALUMINUM REF. TAG ON PP NO. 3-39.
 FZ2119'21.9 FEET SW OF BASE OF WEST GUY WIRE.
 FZ2119'4.6 FEET NE OF BASE OF SOUTH GUY WIRE NEAREST TO PP.
 FZ2119'7.8 FEET S OF ALUMINUM REF. TAG ON 4X4 FENCE POST.
 FZ2119
 FZ2119                          STATION RECOVERY (1975)
 FZ2119
 FZ2119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2119'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FZ2119
 FZ2119                          STATION RECOVERY (1990)
 FZ2119
 FZ2119'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2558 ***********************************************************************
 FZ2558  DESIGNATION -  AIRPORT
 FZ2558  PID         -  FZ2558
 FZ2558  STATE/COUNTY-  NC/ASHE
 FZ2558  USGS QUAD   -  JEFFERSON (1998)
 FZ2558
 FZ2558                         *CURRENT SURVEY CONTROL
 FZ2558  ___________________________________________________________________
 FZ2558* NAD 83(2001)-  36 25 53.01886(N)    081 25 32.73908(W)     ADJUSTED  
 FZ2558* NAVD 88     -       975.8    (meters)    3201.     (feet)  VERTCON   
 FZ2558  ___________________________________________________________________
 FZ2558  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FZ2558  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 FZ2558  HORZ ORDER  -  SECOND
 FZ2558
 FZ2558.This mark is at Ashe County Airport (NC67)
 FZ2558
 FZ2558.The horizontal coordinates were established by classical geodetic methods
 FZ2558.and adjusted by the National Geodetic Survey in August 2005.
 FZ2558
 FZ2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2558
 FZ2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2558
 FZ2558.The geoid height was determined by GEOID03.
 FZ2558
 FZ2558;                    North         East     Units Scale Factor Converg.
 FZ2558;SPC NC       -   300,128.014   392,086.304   MT  1.00008465   -1 24 00.3
 FZ2558;SPC NC       -   984,669.99  1,286,369.82   sFT  1.00008465   -1 24 00.3
 FZ2558;UTM  17      - 4,031,882.301   461,837.160   MT  0.99961794   -0 15 10.2
 FZ2558
 FZ2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2558!SPC NC       -   0.99985179  x   1.00008465  =   0.99993643
 FZ2558!UTM  17      -   0.99985179  x   0.99961794  =   0.99946979
 FZ2558
 FZ2558:                Primary Azimuth Mark                     Grid Az
 FZ2558:SPC NC       -  NATHANS CREEK SILVER TANK                055 21 22.9
 FZ2558:UTM  17      -  NATHANS CREEK SILVER TANK                054 12 32.8
 FZ2558
 FZ2558|---------------------------------------------------------------------|
 FZ2558| PID    Reference Object                     Distance      Geod. Az  |
 FZ2558|                                                           dddmmss.s |
 FZ2558| CS8434 NATHANS CREEK SILVER TANK                          0535722.6 |
 FZ2558| FZ2191 W JEFFPORT AZ MK                    APPROX. 0.5 KM 0822417.5 |
 FZ2558| FZ2190 W JEFFPORT                          123.577 METERS 35257     |
 FZ2558|---------------------------------------------------------------------|
 FZ2558
 FZ2558                          SUPERSEDED SURVEY CONTROL
 FZ2558
 FZ2558  NAD 83(1995)-  36 25 53.01928(N)    081 25 32.73880(W) AD(       ) 2
 FZ2558  NAD 83(1993)-  36 25 53.02356(N)    081 25 32.74420(W) AD(       ) 2
 FZ2558  NAD 83(1986)-  36 25 53.02887(N)    081 25 32.74584(W) AD(       ) 2
 FZ2558  NAD 83(1986)-  36 25 53.02695(N)    081 25 32.77609(W) AD(       ) 2
 FZ2558  NGVD 29 (09/17/93)  975.9    (m)         3202.     (f) GPS OBS     3  
 FZ2558
 FZ2558.Superseded values are not recommended for survey control.
 FZ2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2558.See file dsdata.txt to determine how the superseded data were derived.
 FZ2558
 FZ2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6183731882(NAD 83)
 FZ2558_MARKER: DE = TRAVERSE STATION DISK
 FZ2558_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FZ2558_SP_SET: CONCRETE SLAB
 FZ2558_STAMPING: AIRPORT 1979
 FZ2558_MARK LOGO: NCGS  
 FZ2558_PROJECTION: FLUSH
 FZ2558_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2558+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1996
 FZ2558
 FZ2558  HISTORY     - Date     Condition        Report By
 FZ2558  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2558  HISTORY     - 1979     GOOD             NCGS
 FZ2558  HISTORY     - 19840101 GOOD             NCGS
 FZ2558  HISTORY     - 19961113 GOOD             NCGS
 FZ2558
 FZ2558                          STATION DESCRIPTION
 FZ2558
 FZ2558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2558'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES EAST-NORTHEAST OF
 FZ2558'JEFFERSON AT THE ASHE COUNTY AIRPORT.
 FZ2558'
 FZ2558'THE STATION IS LOCATED AT THE ASHE COUNTY AIRPORT ON SOUTH SIDE OF
 FZ2558'RUNWAY AND NEAR WEST END, DRILLED INTO CENTER OF NORTHERNMOST CONCRETE
 FZ2558'PAD NEAR AIRPORT WIND SOCK.
 FZ2558'
 FZ2558'STATION MARK IS A STANDARD DISK STAMPED---AIRPORT 1979---SET FLUSH IN
 FZ2558'DRILLED HOLE. THE MARK IS 51.9 FEET NORTH OF WIND SOCK POST, AND 111.8
 FZ2558'FEET EAST OF BEACON LIGHT POST WITH REFERENCE TAG.
 FZ2558
 FZ2558                          STATION RECOVERY (1979)
 FZ2558
 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FZ2558'RECOVERED IN GOOD CONDITION.
 FZ2558
 FZ2558                          STATION RECOVERY (1984)
 FZ2558
 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2558'MARK IS IN GOOD CONDITION AS DESCRIBED.
 FZ2558
 FZ2558                          STATION RECOVERY (1996)
 FZ2558
 FZ2558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FZ2558'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3509 ***********************************************************************
 FB3509  DESIGNATION -  AIRPORT
 FB3509  PID         -  FB3509
 FB3509  STATE/COUNTY-  NC/MACON
 FB3509  USGS QUAD   -  FRANKLIN (1946)
 FB3509
 FB3509                         *CURRENT SURVEY CONTROL
 FB3509  ___________________________________________________________________
 FB3509* NAD 83(2007)-  35 13 11.79936(N)    083 25 21.65888(W)     ADJUSTED  
 FB3509* NAVD 88     -       612.0    (meters)    2008.     (feet)  VERTCON   
 FB3509  ___________________________________________________________________
 FB3509  EPOCH DATE  -        2002.00
 FB3509  X           -     597,560.417 (meters)                     COMP
 FB3509  Y           -  -5,182,532.934 (meters)                     COMP
 FB3509  Z           -   3,658,164.880 (meters)                     COMP
 FB3509  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FB3509  ELLIP HEIGHT-         583.651 (meters)          (02/10/07) ADJUSTED
 FB3509  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FB3509
 FB3509  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3509  Type    PID    Designation                      North   East  Ellip
 FB3509  -------------------------------------------------------------------
 FB3509  NETWORK FB3509 AIRPORT                           0.59   0.43   1.20
 FB3509  -------------------------------------------------------------------
 FB3509
 FB3509.This mark is at Macon County Airport (1A5)
 FB3509
 FB3509.The horizontal coordinates were established by GPS observations
 FB3509.and adjusted by the National Geodetic Survey in February 2007.
 FB3509
 FB3509.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3509.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3509.The horizontal coordinates are valid at the epoch date displayed above.
 FB3509.The epoch date for horizontal control is a decimal equivalence
 FB3509.of Year/Month/Day.
 FB3509
 FB3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3509
 FB3509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3509
 FB3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3509
 FB3509.The ellipsoidal height was determined by GPS observations
 FB3509.and is referenced to NAD 83.
 FB3509
 FB3509.The geoid height was determined by GEOID03.
 FB3509
 FB3509;                    North         East     Units Scale Factor Converg.
 FB3509;SPC NC       -   172,027.727   207,130.306   MT  0.99987275   -2 33 09.5
 FB3509;SPC NC       -   564,394.30    679,560.01   sFT  0.99987275   -2 33 09.5
 FB3509;UTM  17      - 3,900,124.001   279,497.168   MT  1.00019925   -1 23 52.0
 FB3509
 FB3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3509!SPC NC       -   0.99990840  x   0.99987275  =   0.99978116
 FB3509!UTM  17      -   0.99990840  x   1.00019925  =   1.00010763
 FB3509
 FB3509:                Primary Azimuth Mark                     Grid Az
 FB3509:SPC NC       -  COWEE BALD TV STA WUNC TOWER             035 50 53.7
 FB3509:UTM  17      -  COWEE BALD TV STA WUNC TOWER             034 41 36.2
 FB3509
 FB3509|---------------------------------------------------------------------|
 FB3509| PID    Reference Object                     Distance      Geod. Az  |
 FB3509|                                                           dddmmss.s |
 FB3509| FB3564 COWEE BALD TV STA WUNC TOWER        APPROX.14.3 KM 0331744.2 |
 FB3509| FB3562 COWEE BALD                          APPROX.14.3 KM 0335509.1 |
 FB3509| FB4103 FRANKLIN CBL 000                    292.792 METERS 04107     |
 FB3509|---------------------------------------------------------------------|
 FB3509
 FB3509                          SUPERSEDED SURVEY CONTROL
 FB3509
 FB3509  NAD 83(2001)-  35 13 11.79922(N)    083 25 21.65926(W) AD(       ) 2
 FB3509  ELLIP H (03/13/03)  583.654  (m)                       GP(       ) 4 2
 FB3509  NAD 83(1995)-  35 13 11.79929(N)    083 25 21.65898(W) AD(       ) 2
 FB3509  ELLIP H (05/28/93)  583.446  (m)                       GP(       ) 4 2
 FB3509  NAD 83(1986)-  35 13 11.80490(N)    083 25 21.66719(W) AD(       ) 2
 FB3509  NGVD 29 (05/28/93)  612.0    (m)         2008.     (f) GPS OBS     3  
 FB3509
 FB3509.Superseded values are not recommended for survey control.
 FB3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3509.See file dsdata.txt to determine how the superseded data were derived.
 FB3509
 FB3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7949700124(NAD 83)
 FB3509_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3509_SP_SET: CONCRETE POST
 FB3509_STAMPING: AIRPORT 1980
 FB3509_MARK LOGO: NCGS  
 FB3509_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3509+STABILITY: SURFACE MOTION
 FB3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3509+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 FB3509
 FB3509  HISTORY     - Date     Condition        Report By
 FB3509  HISTORY     - 1980     MONUMENTED       NCGS
 FB3509  HISTORY     - 1980     GOOD             NCGS
 FB3509  HISTORY     - 19880605 GOOD             NCGS
 FB3509  HISTORY     - 19921130 GOOD             NCGS
 FB3509  HISTORY     - 19941004 GOOD             NCGS
 FB3509  HISTORY     - 19991005 GOOD             NCGS
 FB3509  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 FB3509
 FB3509                          STATION DESCRIPTION
 FB3509
 FB3509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3509'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF FRANKLIN,
 FB3509'AND 4.1 MILES SOUTH-SOUTHEAST OF ETNA NEAR A LANDING STRIP ALONG IOTLA
 FB3509'CREEK.
 FB3509'
 FB3509'TO REACH THE STATION FROM THE INTERSECTION OF NC 28 AND US 441
 FB3509'BUSINESS IN FRANKLIN, PROCEED NORTH ALONG NC 28 FOR 2.75 MILES TO SR
 FB3509'1434 ON LEFT, THENCE WESTERLY FOR 1.5 MILES TO STATION ON RIGHT NEAR A
 FB3509'CHAIN LINK FENCE GATE AND APPROXIMATELY 250 FEET WEST-NORTHWEST OF A
 FB3509'WOODEN BRIDGE OVER IOTLA CREEK.
 FB3509'
 FB3509'STATION MARK IS A STANDARD DISK STAMPED---AIRPORT 1980---SET IN TOP OF
 FB3509'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3509'26.2 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1434, 4.0 FEET
 FB3509'SOUTH-SOUTHWEST OF CHAIN LINK FENCE, 22.6 FEET WEST-SOUTHWEST OF EAST
 FB3509'GATE POST, 4.5 FEET SOUTHWEST OF WEST GATE POST, AND 11.8 FEET
 FB3509'NORTHEAST OF WEST END OF CONCRETE CULVERT.
 FB3509
 FB3509                          STATION RECOVERY (1980)
 FB3509
 FB3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FB3509'RECOVERED IN GOOD CONDITION.
 FB3509
 FB3509                          STATION RECOVERY (1988)
 FB3509
 FB3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB3509'RECOVERED IN GOOD CONDITION.
 FB3509
 FB3509                          STATION RECOVERY (1992)
 FB3509
 FB3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3509'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION. STATION IS 206.5
 FB3509'FEET WEST-NORTHWEST OF A WOODEN BRIDGE OVER IOTLA CREEK.
 FB3509
 FB3509                          STATION RECOVERY (1994)
 FB3509
 FB3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3509'RECOVERED AS DESCRIBED.
 FB3509
 FB3509                          STATION RECOVERY (1999)
 FB3509
 FB3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3509'RECOVERED AS DESCRIBED.
 FB3509
 FB3509                          STATION RECOVERY (2004)
 FB3509
 FB3509'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB3509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4868 ***********************************************************************
 FA4868  DESIGNATION -  AIRPORT
 FA4868  PID         -  FA4868
 FA4868  STATE/COUNTY-  NC/CLEVELAND
 FA4868  USGS QUAD   -  SHELBY (1983)
 FA4868
 FA4868                         *CURRENT SURVEY CONTROL
 FA4868  ___________________________________________________________________
 FA4868* NAD 83(2001)-  35 15 14.27477(N)    081 35 56.18236(W)     ADJUSTED  
 FA4868* NAVD 88     -       262.40   (meters)     860.9    (feet)  N HEIGHT  
 FA4868  ___________________________________________________________________
 FA4868  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FA4868  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA4868  DYNAMIC HT  -         262.14  (meters)     860.0   (feet)  COMP
 FA4868  MODELED GRAV-     979,650.9   (mgal)                       NAVD 88
 FA4868
 FA4868  HORZ ORDER  -  SECOND
 FA4868  VERT ORDER  -  THIRD
 FA4868
 FA4868.This mark is at Shelby Airport (EHO)
 FA4868
 FA4868.The horizontal coordinates were established by classical geodetic methods
 FA4868.and adjusted by the National Geodetic Survey in August 2005.
 FA4868
 FA4868.The orthometric height was determined by differential leveling
 FA4868.and adjusted in July 1999.
 FA4868.The height was determined by precise leveling from only one NSRS
 FA4868.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA4868.allowed ONLY to validate the GPS-derived height.
 FA4868
 FA4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4868
 FA4868.The geoid height was determined by GEOID03.
 FA4868
 FA4868.The dynamic height is computed by dividing the NAVD 88
 FA4868.geopotential number by the normal gravity value computed on the
 FA4868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4868.degrees latitude (g = 980.6199 gals.).
 FA4868
 FA4868.The modeled gravity was interpolated from observed gravity values.
 FA4868
 FA4868;                    North         East     Units Scale Factor Converg.
 FA4868;SPC NC       -   169,930.267   373,141.311   MT  0.99987259   -1 30 00.1
 FA4868;SPC NC       -   557,512.88  1,224,214.45   sFT  0.99987259   -1 30 00.1
 FA4868;UTM  17      - 3,901,371.811   445,514.845   MT  0.99963658   -0 20 44.6
 FA4868
 FA4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4868!SPC NC       -   0.99996381  x   0.99987259  =   0.99983640
 FA4868!UTM  17      -   0.99996381  x   0.99963658  =   0.99960040
 FA4868
 FA4868:                Primary Azimuth Mark                     Grid Az
 FA4868:SPC NC       -  POPLAR SPRINGS BAPT SPIRE                280 57 24.5
 FA4868:UTM  17      -  POPLAR SPRINGS BAPT SPIRE                279 48 09.0
 FA4868
 FA4868|---------------------------------------------------------------------|
 FA4868| PID    Reference Object                     Distance      Geod. Az  |
 FA4868|                                                           dddmmss.s |
 FA4868| CS6979 POPLAR SPRINGS BAPT SPIRE                          2792724.4 |
 FA4868| CS6980 SHELBY CREST HIGH TANK                             3332621.8 |
 FA4868| FA4869 AIRPORT RM 1                        456.756 METERS 3334923.3 |
 FA4868|---------------------------------------------------------------------|
 FA4868
 FA4868                          SUPERSEDED SURVEY CONTROL
 FA4868
 FA4868  NAD 83(1986)-  35 15 14.28997(N)    081 35 56.18321(W) AD(       ) 2
 FA4868  NAVD 88 (07/10/98)  262.401  (m)          860.89   (f) UNKNOWN     2 2
 FA4868  NGVD 29 (09/01/92)  262.65   (m)          861.7    (f) LEVELING    3  
 FA4868
 FA4868.Superseded values are not recommended for survey control.
 FA4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4868.See file dsdata.txt to determine how the superseded data were derived.
 FA4868
 FA4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4551501372(NAD 83)
 FA4868_MARKER: DE = TRAVERSE STATION DISK
 FA4868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4868_SP_SET: CONCRETE POST
 FA4868_STAMPING: AIRPORT 1985
 FA4868_MARK LOGO: NCGS  
 FA4868_PROJECTION: FLUSH
 FA4868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4868+STABILITY: SURFACE MOTION
 FA4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4868+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 FA4868
 FA4868  HISTORY     - Date     Condition        Report By
 FA4868  HISTORY     - 1985     MONUMENTED       NCGS
 FA4868  HISTORY     - 19941228 GOOD             USPSQD
 FA4868  HISTORY     - 19961106 GOOD             NCGS
 FA4868  HISTORY     - 20070505 GOOD             MAEC
 FA4868
 FA4868                          STATION DESCRIPTION
 FA4868
 FA4868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4868'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTHWEST OF SHELBY AND 6.0
 FA4868'KM (3.7 MI) EAST OF BOILING SPRINGS.
 FA4868'AT THE SHELBY AIRPORT, BETWEEN THE OFFICE AND THE CIVIL AIR PATROL
 FA4868'TOWER.
 FA4868'STATION IS LOCATED 21.6 M (70.9 FT) SOUTH-SOUTHWEST OF THE SOUTH
 FA4868'CORNER OF THE AIRPORT OFFICE, 0.3 M (1.0 FT) NORTHWEST OF THE
 FA4868'NORTHWEST EDGE OF THE SIDEWALK, 5.5 M (18.0 FT) NORTH-NORTHEAST OF
 FA4868'THE NORTH CORNER OF A TRAILER, 27.9 M (91.5 FT) SOUTHEAST OF AN
 FA4868'ANCHOR FENCE, AND 3.2 M (10.5 FT) SOUTH-SOUTHWEST OF A POWER POLE
 FA4868'WITH A TRANSFORMER AND A REFERENCE TAG.  MARK IS FLUSH WITH GROUND
 FA4868'AND IS LEVEL WITH THE SIDEWALK.
 FA4868'REFERENCE OBJECT IS A USGS BENCH MARK--78 WSM 1949--SET IN A LARGE
 FA4868'ROCK OUTCROP 0.25 KM (0.16 MI) SOUTHEAST OF THE STATION.  LOCATED
 FA4868'12.1 M (39.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 150, 19.1 M
 FA4868'(62.7 FT) SOUTH OF THE CENTERLINE OF AIRPORT DRIVE, AND 32.6 M
 FA4868'(107.0 FT) EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 FA4868'REFERENCE MARK NO. 1 IS AN RM DISK STAMPED--AIRPORT NO 1 1985--SET
 FA4868'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER.  LOCATED
 FA4868'4.6 M (15.1 FT) SOUTH OF THE CENTERLINE OF SR 1151, 24.2 M (79.4 FT)
 FA4868'EAST OF A ROAD SIGN--AND 2.3 M (7.5 FT) NORTH OF A WITNESS POST, 63.2
 FA4868'M (207.3 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FA4868'MARK IS RECESSED 6 INCHES BELOW GROUND AND IS 1 FOOT LOWER THAN THE
 FA4868'ROAD.
 FA4868
 FA4868                          STATION RECOVERY (1994)
 FA4868
 FA4868'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4868'RECOVERED IN GOOD CONDITION.
 FA4868
 FA4868                          STATION RECOVERY (1996)
 FA4868
 FA4868'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA4868'RECOVERED AS DESCRIBED.
 FA4868
 FA4868                          STATION RECOVERY (2007)
 FA4868
 FA4868'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SM)
 FA4868'RECOVERED AS DESCRIBED, BUT THE TRAILER IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2922 ***********************************************************************
 FZ2922  DESIGNATION -  AIRPORT
 FZ2922  PID         -  FZ2922
 FZ2922  STATE/COUNTY-  NC/WATAUGA
 FZ2922  USGS QUAD   -  BOONE (1994)
 FZ2922
 FZ2922                         *CURRENT SURVEY CONTROL
 FZ2922  ___________________________________________________________________
 FZ2922* NAD 83(2007)-  36 11 47.35284(N)    081 38 13.34403(W)     ADJUSTED  
 FZ2922* NAVD 88     -       961.68   (meters)    3155.1    (feet)  LEVELING  
 FZ2922  ___________________________________________________________________
 FZ2922  EPOCH DATE  -        2002.00
 FZ2922  X           -     749,601.679 (meters)                     COMP
 FZ2922  Y           -  -5,099,100.518 (meters)                     COMP
 FZ2922  Z           -   3,746,357.545 (meters)                     COMP
 FZ2922  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FZ2922  ELLIP HEIGHT-         930.322 (meters)          (02/10/07) ADJUSTED
 FZ2922  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 FZ2922
 FZ2922  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2922  Type    PID    Designation                      North   East  Ellip
 FZ2922  -------------------------------------------------------------------
 FZ2922  NETWORK FZ2922 AIRPORT                           0.37   0.29   0.59
 FZ2922  -------------------------------------------------------------------
 FZ2922  VERT ORDER  -  THIRD ?
 FZ2922
 FZ2922.The horizontal coordinates were established by GPS observations
 FZ2922.and adjusted by the National Geodetic Survey in February 2007.
 FZ2922
 FZ2922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2922.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2922.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2922.The epoch date for horizontal control is a decimal equivalence
 FZ2922.of Year/Month/Day.
 FZ2922
 FZ2922.The orthometric height was determined by differential leveling.
 FZ2922.The vertical network tie was performed by a horz. field party for horz.
 FZ2922.obs reductions. Reset procedures were used to establish the elevation.
 FZ2922
 FZ2922.Photographs are available for this station.
 FZ2922
 FZ2922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2922
 FZ2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2922
 FZ2922.The ellipsoidal height was determined by GPS observations
 FZ2922.and is referenced to NAD 83.
 FZ2922
 FZ2922.The geoid height was determined by GEOID03.
 FZ2922
 FZ2922;                    North         East     Units Scale Factor Converg.
 FZ2922;SPC NC       -   274,552.692   372,453.061   MT  1.00000846   -1 31 19.3
 FZ2922;SPC NC       -   900,761.62  1,221,956.42   sFT  1.00000846   -1 31 19.3
 FZ2922;UTM  17      - 4,005,930.113   442,727.501   MT  0.99964041   -0 22 34.4
 FZ2922
 FZ2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2922!SPC NC       -   0.99985401  x   1.00000846  =   0.99986247
 FZ2922!UTM  17      -   0.99985401  x   0.99964041  =   0.99949447
 FZ2922
 FZ2922:                Primary Azimuth Mark                     Grid Az
 FZ2922:SPC NC       -  AIRPORT AZ MK                            148 12 08.4
 FZ2922:UTM  17      -  AIRPORT AZ MK                            147 03 23.5
 FZ2922
 FZ2922|---------------------------------------------------------------------|
 FZ2922| PID    Reference Object                     Distance      Geod. Az  |
 FZ2922|                                                           dddmmss.s |
 FZ2922| FZ2923 AIRPORT AZ MK                       APPROX. 0.9 KM 1464049.1 |
 FZ2922| FZ3005 RUNWAY PK NO 1                      280.493 METERS 15147     |
 FZ2922| FZ3036 CRIPPEN AZ MK 2                     492.420 METERS 3520340.1 |
 FZ2922|---------------------------------------------------------------------|
 FZ2922
 FZ2922                          SUPERSEDED SURVEY CONTROL
 FZ2922
 FZ2922  NAD 83(2001)-  36 11 47.35295(N)    081 38 13.34403(W) AD(       ) 1
 FZ2922  ELLIP H (10/17/03)  930.321  (m)                       GP(       ) 4 2
 FZ2922  NAD 83(2001)-  36 11 47.35318(N)    081 38 13.34380(W) AD(       ) 1
 FZ2922  ELLIP H (03/27/03)  930.282  (m)                       GP(       ) 4 2
 FZ2922  NAD 83(1995)-  36 11 47.35374(N)    081 38 13.34357(W) AD(       ) 1
 FZ2922  NAD 83(1993)-  36 11 47.35897(N)    081 38 13.34765(W) AD(       ) 1
 FZ2922  NAD 83(1986)-  36 11 47.36425(N)    081 38 13.35060(W) AD(       ) 2
 FZ2922  NAD 83(1986)-  36 11 47.36425(N)    081 38 13.35060(W) AD(       ) 1
 FZ2922  NGVD 29 (10/27/97)  961.77   (m)         3155.4    (f) LEVELING    3  
 FZ2922
 FZ2922.Superseded values are not recommended for survey control.
 FZ2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2922.See file dsdata.txt to determine how the superseded data were derived.
 FZ2922
 FZ2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4272805930(NAD 83)
 FZ2922_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2922_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2922_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2922_STAMPING: AIRPORT 1990
 FZ2922_MARK LOGO: NCGS  
 FZ2922_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2922+STABILITY: POSITION/ELEVATION WELL
 FZ2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2922+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 FZ2922
 FZ2922  HISTORY     - Date     Condition        Report By
 FZ2922  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2922  HISTORY     - 20021117 GOOD             GEOMET
 FZ2922  HISTORY     - 20060525 GOOD             USPSQD
 FZ2922
 FZ2922                          STATION DESCRIPTION
 FZ2922
 FZ2922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2922'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF BOONE, ON THE
 FZ2922'NORTH SIDE OF THE AIRPORT.
 FZ2922'PROCEED ALONG SR 1523 (DEERFIELD ROAD) FOR 1.55 MI (2.49 KM) NORTH AND
 FZ2922'EASTERLY FROM US 221-321 (BLOWING ROCK ROAD), THENCE SOUTH ALONG SR
 FZ2922'1524 (BAMBOO ROAD) FOR 0.1 MI (0.2 KM) , THENCE WEST ALONG A PAVED
 FZ2922'DRIVE ABOUT 400 FEET TO ITS END, AND STATION WEST OF AND ACROSS
 FZ2922'PASTURE FENCE FOR ABOUT 175 FEET, IN A LARGE ROCK OUTCROP.
 FZ2922'LOCATED ABOUT 450.0 FT (137.2 M) NORTHEAST OF THE CENTERLINE OF THE
 FZ2922'AIRPORT RUNWAY, ABOUT 500.0 FT (152.4 M) WEST OF THE CENTERLINE OF SR
 FZ2922'1524, 64.0 FT (19.5 M) SOUTH-SOUTHWEST OF THE PROLONGED CENTERLINE OF
 FZ2922'PAVED DRIVE, 60.7 FT (18.5 M) SOUTH-SOUTHWEST OF THE PASTURE FENCE,
 FZ2922'174.2 FT (53.1 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE END
 FZ2922'HOUSE--AND 118.4 FT (36.1 M) SOUTH-SOUTHEAST OF A FENCE CORNER, 163.7
 FZ2922'FT (49.9 M) NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FZ2922
 FZ2922                          STATION RECOVERY (2002)
 FZ2922
 FZ2922'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 FZ2922'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  THE STATION
 FZ2922'IS ON THE PRIVATE PROPERTY OF RED AND PEGGY LYONS (USED FOR CATTLE
 FZ2922'GRAZING).  THE PAVED DRIVE AT THE END OF THE STREET IS NOW CALLED
 FZ2922'HAZEL STREET.  CHANGE 118.4 FEET SOUTH-SOUTHWEST FROM A FENCE CORNER
 FZ2922'TO 36.4 METERS (119.5 FEET) WEST FROM A PASTURE FENCE CORNER NEAR THE
 FZ2922'END OF THE STREET. (THERE IS NO PASTURE FENCE) 60.7 FEET
 FZ2922'SOUTH-SOUTHWEST. THE LAND OWNER SAID THAT HE DID NOT GIVE PERMISSION
 FZ2922'TO SET THE STATION AND WAS NOT HAPPY THAT SOMEONE PAINTED AN AERIAL
 FZ2922'TARGET ON THE ROCK.  HE SAID IT WOULD BE OK TO USE IT FOR THE SURVEY.
 FZ2922
 FZ2922                          STATION RECOVERY (2006)
 FZ2922
 FZ2922'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2922'PAVED ROAD IS HAZEL STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8829 ***********************************************************************
 AF8829  DESIGNATION -  AIRPORT
 AF8829  PID         -  AF8829
 AF8829  STATE/COUNTY-  NC/DARE
 AF8829  USGS QUAD   -  HATTERAS (1987)
 AF8829
 AF8829                         *CURRENT SURVEY CONTROL
 AF8829  ___________________________________________________________________
 AF8829* NAD 83(2001)-  35 14 00.50809(N)    075 37 30.89162(W)     ADJUSTED  
 AF8829* NAVD 88     -         1.706  (meters)       5.60   (feet)  ADJUSTED  
 AF8829  ___________________________________________________________________
 AF8829  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AF8829  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 AF8829  DYNAMIC HT  -           1.705 (meters)       5.59  (feet)  COMP
 AF8829  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 AF8829
 AF8829  HORZ ORDER  -  SECOND
 AF8829  VERT ORDER  -  SECOND    CLASS I
 AF8829
 AF8829.This mark is at Billy Mitchell Airport (8W5)
 AF8829
 AF8829.The horizontal coordinates were established by classical geodetic methods
 AF8829.and adjusted by the National Geodetic Survey in August 2005.
 AF8829
 AF8829.The orthometric height was determined by differential leveling
 AF8829.and adjusted in August 2000.
 AF8829.No vertical observational check was made to the station.
 AF8829
 AF8829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8829
 AF8829.The geoid height was determined by GEOID03.
 AF8829
 AF8829.The dynamic height is computed by dividing the NAVD 88
 AF8829.geopotential number by the normal gravity value computed on the
 AF8829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8829.degrees latitude (g = 980.6199 gals.).
 AF8829
 AF8829.The modeled gravity was interpolated from observed gravity values.
 AF8829
 AF8829;                    North         East     Units Scale Factor Converg.
 AF8829;SPC NC       -   169,782.234   916,700.273   MT  0.99987264   +1 56 52.1
 AF8829;SPC NC       -   557,027.21  3,007,540.81   sFT  0.99987264   +1 56 52.1
 AF8829;UTM  18      - 3,899,114.086   443,107.269   MT  0.99963989   -0 21 38.6
 AF8829
 AF8829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8829!SPC NC       -   1.00000580  x   0.99987264  =   0.99987844
 AF8829!UTM  18      -   1.00000580  x   0.99963989  =   0.99964569
 AF8829
 AF8829                          SUPERSEDED SURVEY CONTROL
 AF8829
 AF8829  NAD 83(1986)-  35 14 00.52162(N)    075 37 30.89596(W) AD(       ) 2
 AF8829
 AF8829.Superseded values are not recommended for survey control.
 AF8829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8829.See file dsdata.txt to determine how the superseded data were derived.
 AF8829
 AF8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD4310799114(NAD 83)
 AF8829_MARKER: DE = TRAVERSE STATION DISK
 AF8829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8829_STAMPING: AIRPORT 1985
 AF8829_MARK LOGO: NCGS  
 AF8829_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8829+STABILITY: SURFACE MOTION
 AF8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8829+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8829
 AF8829  HISTORY     - Date     Condition        Report By
 AF8829  HISTORY     - 1985     MONUMENTED       NCGS
 AF8829  HISTORY     - 19980323 GOOD             NCGS
 AF8829  HISTORY     - 20000620 GOOD             NCDOT
 AF8829  HISTORY     - 20030821 GOOD             USPSQD
 AF8829
 AF8829                          STATION DESCRIPTION
 AF8829
 AF8829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8829'STATION IS LOCATED IN THE FRISCO COMMUNITY. AT NC 12 AND THE ROAD TO
 AF8829'THE BILLY MITCHELL AIRPORT, ABOUT 200 FEET (61.0 M) SOUTH OF THE
 AF8829'FRISCO POST OFFICE. MARK IS ABOUT 1-FOOT HIGHER THAN THE HIGHWAY AND
 AF8829'IS RECESSED 4 INCHES BELOW GROUND.  LOCATED 12.8 M (42.0 FT) SOUTHEAST
 AF8829'OF THE CENTERLINE OF NC 12, 36.5 M (119.8 FT) SOUTHWEST OF THE
 AF8829'CENTERLINE OF THE AIRPORT ROAD, 27.0 M (88.6 FT) SOUTHWEST OF A METAL
 AF8829'ROAD SIGN, 33.6 M (110.2 FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL NO
 AF8829'148W, AND 3.4 M (11.2 FT) NORTH-NORTHEAST OF A TELEPHONE POLE NO 148
 AF8829'WITH A REFERENCE TAG.
 AF8829
 AF8829                          STATION RECOVERY (1998)
 AF8829
 AF8829'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AF8829'RECOVERED AS DESCRIBED.
 AF8829
 AF8829                          STATION RECOVERY (2000)
 AF8829
 AF8829'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8829'RECOVERED AS DESCRIBED.
 AF8829
 AF8829                          STATION RECOVERY (2003)
 AF8829
 AF8829'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AF8829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5617 ***********************************************************************
 DG5617  DESIGNATION -  AIRPORT
 DG5617  PID         -  DG5617
 DG5617  STATE/COUNTY-  NC/BUNCOMBE
 DG5617  USGS QUAD   -  SKYLAND (1991)
 DG5617
 DG5617                         *CURRENT SURVEY CONTROL
 DG5617  ___________________________________________________________________
 DG5617* NAD 83(2007)-  35 26 13.52860(N)    082 32 12.08643(W)     ADJUSTED  
 DG5617* NAVD 88     -       658.148  (meters)    2159.27   (feet)  ADJUSTED  
 DG5617  ___________________________________________________________________
 DG5617  EPOCH DATE  -        2002.00
 DG5617  X           -     675,820.772 (meters)                     COMP
 DG5617  Y           -  -5,158,894.657 (meters)                     COMP
 DG5617  Z           -   3,677,847.695 (meters)                     COMP
 DG5617  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 DG5617  ELLIP HEIGHT-         628.136 (meters)          (02/10/07) ADJUSTED
 DG5617  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DG5617  DYNAMIC HT  -         657.467 (meters)    2157.04  (feet)  COMP
 DG5617
 DG5617  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5617  Type    PID    Designation                      North   East  Ellip
 DG5617  -------------------------------------------------------------------
 DG5617  NETWORK DG5617 AIRPORT                           0.49   0.41   1.08
 DG5617  -------------------------------------------------------------------
 DG5617  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DG5617
 DG5617  VERT ORDER  -  SECOND    CLASS II
 DG5617
 DG5617.The horizontal coordinates were established by GPS observations
 DG5617.and adjusted by the National Geodetic Survey in February 2007.
 DG5617
 DG5617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5617.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5617.The horizontal coordinates are valid at the epoch date displayed above.
 DG5617.The epoch date for horizontal control is a decimal equivalence
 DG5617.of Year/Month/Day.
 DG5617
 DG5617.The orthometric height was determined by differential leveling
 DG5617.and adjusted in October 2005.
 DG5617.No vertical observational check was made to the station.
 DG5617
 DG5617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5617
 DG5617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5617
 DG5617.The ellipsoidal height was determined by GPS observations
 DG5617.and is referenced to NAD 83.
 DG5617
 DG5617.The geoid height was determined by GEOID03.
 DG5617
 DG5617.The dynamic height is computed by dividing the NAVD 88
 DG5617.geopotential number by the normal gravity value computed on the
 DG5617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5617.degrees latitude (g = 980.6199 gals.).
 DG5617
 DG5617.The modeled gravity was interpolated from observed gravity values.
 DG5617
 DG5617;                    North         East     Units Scale Factor Converg.
 DG5617;SPC NC       -   192,868.659   288,576.597   MT  0.99987780   -2 02 28.6
 DG5617;SPC NC       -   632,769.93    946,771.72   sFT  0.99987780   -2 02 28.6
 DG5617;UTM  17      - 3,922,601.243   360,518.653   MT  0.99983975   -0 53 28.1
 DG5617
 DG5617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5617!SPC NC       -   0.99990142  x   0.99987780  =   0.99977923
 DG5617!UTM  17      -   0.99990142  x   0.99983975  =   0.99974118
 DG5617
 DG5617:                Primary Azimuth Mark                     Grid Az
 DG5617:SPC NC       -  HAMP                                     015 43 54.6
 DG5617:UTM  17      -  HAMP                                     014 34 54.1
 DG5617
 DG5617|---------------------------------------------------------------------|
 DG5617| PID    Reference Object                     Distance      Geod. Az  |
 DG5617|                                                           dddmmss.s |
 DG5617| DG5616 HAMP                                APPROX. 0.6 KM 0134126.0 |
 DG5617|---------------------------------------------------------------------|
 DG5617
 DG5617                          SUPERSEDED SURVEY CONTROL
 DG5617
 DG5617  NAD 83(1986)-  35 26 13.53509(N)    082 32 12.08611(W) AD(       ) 1
 DG5617  NAD 83(2001)-  35 26 13.52899(N)    082 32 12.08639(W) AD(       ) 1
 DG5617  ELLIP H (05/19/04)  628.153  (m)                       GP(       ) 5 1
 DG5617  NAVD 88 (05/19/04)  658.15   (m)         2159.3    (f) LEVELING    3  
 DG5617
 DG5617.Superseded values are not recommended for survey control.
 DG5617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5617.See file dsdata.txt to determine how the superseded data were derived.
 DG5617
 DG5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6051922601(NAD 83)
 DG5617_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5617_STAMPING: AIRPORT 1994
 DG5617_MARK LOGO: NCGS  
 DG5617_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG5617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5617+STABILITY: SURFACE MOTION
 DG5617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5617+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG5617
 DG5617  HISTORY     - Date     Condition        Report By
 DG5617  HISTORY     - 1994     MONUMENTED       NCGS
 DG5617
 DG5617                          STATION DESCRIPTION
 DG5617
 DG5617'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 DG5617'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF ARDEN AND
 DG5617'11.0 MI (17.7 KM) SOUTH OF ASHEVILLE, AT THE ASHEVILLE AIRPORT. TO
 DG5617'REACH PROCEED ALONG NC 280 FOR 0.25 MI (0.40 KM) WEST FROM I 26 TO
 DG5617'AIRPORT PARK ROAD AND THE STATION IN THE WEST SHOULDER. MARK IS ABOUT
 DG5617'1-FT HIGHER THAN NC 280 AND RECESSED 1 INCH BELOW THE GROUND. LOCATED
 DG5617'22.0 FT (6.7 M) WEST OF THE CENTERLINE OF NC 280 AND 7.2 FT (2.2 M)
 DG5617'FROM THE BACK OF CURB, 48.2 FT (14.7 M) SOUTH OF A LIGHT POLE, 215.0
 DG5617'FT (65.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT SIGNS STONE
 DG5617'FOUNDATION, 21.0 FT (6.4 M) NORTH OF THE APEX OF A 30 DEGREE BEND IN
 DG5617'THE GUARD RAIL, 7.6 FT (2.3 M) NORTHEAST OF THE GUARD RAIL--AND 59.0
 DG5617'FT (18.0 M) NORTH OF A POWER POLE, 40.0 FT (12.2 M) NORTHEAST OF A
 DG5617'12-INCH HARD WOOD--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2174 ***********************************************************************
 FA2174  DESIGNATION -  AIRPORT AZ MK
 FA2174  PID         -  FA2174
 FA2174  STATE/COUNTY-  NC/CABARRUS
 FA2174  USGS QUAD   -  MOUNT PLEASANT (1980)
 FA2174
 FA2174                         *CURRENT SURVEY CONTROL
 FA2174  ___________________________________________________________________
 FA2174* NAD 83(2001)-  35 22 59.90703(N)    080 29 42.30288(W)     ADJUSTED  
 FA2174* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 FA2174  ___________________________________________________________________
 FA2174  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 FA2174  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2174  HORZ ORDER  -  SECOND
 FA2174
 FA2174.The horizontal coordinates were established by classical geodetic methods
 FA2174.and adjusted by the National Geodetic Survey in August 2005.
 FA2174
 FA2174.The orthometric height was scaled from a topographic map.
 FA2174
 FA2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2174
 FA2174.The geoid height was determined by GEOID03.
 FA2174
 FA2174;                    North         East     Units Scale Factor Converg.
 FA2174;SPC NC       -   182,205.833   473,779.329   MT  0.99987522   -0 51 46.5
 FA2174;SPC NC       -   597,786.97  1,554,391.02   sFT  0.99987522   -0 51 46.5
 FA2174;UTM  17      - 3,915,668.762   545,858.716   MT  0.99962592   +0 17 32.5
 FA2174
 FA2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2174!SPC NC       -   0.99997185  x   0.99987522  =   0.99984707
 FA2174!UTM  17      -   0.99997185  x   0.99962592  =   0.99959778
 FA2174
 FA2174:                Primary Azimuth Mark                     Grid Az
 FA2174:SPC NC       -  AIRPORT                                  052 08 24.2
 FA2174:UTM  17      -  AIRPORT                                  050 59 05.2
 FA2174
 FA2174|---------------------------------------------------------------------|
 FA2174| PID    Reference Object                     Distance      Geod. Az  |
 FA2174|                                                           dddmmss.s |
 FA2174| FA2173 AIRPORT                             428.836 METERS 0511637.7 |
 FA2174|---------------------------------------------------------------------|
 FA2174
 FA2174                          SUPERSEDED SURVEY CONTROL
 FA2174
 FA2174  NAD 83(1986)-  35 22 59.92055(N)    080 29 42.30945(W) AD(       ) 2
 FA2174  NAD 27      -  35 22 59.41400(N)    080 29 43.07400(W) AD(       ) 2
 FA2174
 FA2174.Superseded values are not recommended for survey control.
 FA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2174.See file dsdata.txt to determine how the superseded data were derived.
 FA2174
 FA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4585915669(NAD 83)
 FA2174_MARKER: DR = REFERENCE MARK DISK
 FA2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA2174_STAMPING: AIRPORT 1948
 FA2174_MARK LOGO: CGS   
 FA2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2174+STABILITY: SURFACE MOTION
 FA2174
 FA2174  HISTORY     - Date     Condition        Report By
 FA2174  HISTORY     - 1948     MONUMENTED       CGS
 FA2174  HISTORY     - 19981029 MARK NOT FOUND   USPSQD
 FA2174
 FA2174                          STATION DESCRIPTION
 FA2174
 FA2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FA2174'THE AZIMUTH MARK IS 0.15 MILE SOUTHWEST OF STATION AIRPORT, AT THE
 FA2174'SOUTHWEST END OF THE AIRPORT GROUNDS.  IT IS 27 FEET SOUTHEAST
 FA2174'OF A FENCE CORNER AND 7 FEET EAST OF A WHITE WITNESS POST.  THE
 FA2174'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED---AIRPORT 1948---.
 FA2174
 FA2174                          STATION RECOVERY (1998)
 FA2174
 FA2174'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2923 ***********************************************************************
 FZ2923  DESIGNATION -  AIRPORT AZ MK
 FZ2923  PID         -  FZ2923
 FZ2923  STATE/COUNTY-  NC/WATAUGA
 FZ2923  USGS QUAD   -  BOONE (1994)
 FZ2923
 FZ2923                         *CURRENT SURVEY CONTROL
 FZ2923  ___________________________________________________________________
 FZ2923* NAD 83(2007)-  36 11 24.18032(N)    081 37 54.55242(W)     ADJUSTED  
 FZ2923* NAVD 88     -       962.2    (meters)    3157.     (feet)  VERTCON   
 FZ2923  ___________________________________________________________________
 FZ2923  EPOCH DATE  -        2002.00
 FZ2923  X           -     750,127.678 (meters)                     COMP
 FZ2923  Y           -  -5,099,449.964 (meters)                     COMP
 FZ2923  Z           -   3,745,781.353 (meters)                     COMP
 FZ2923  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FZ2923  ELLIP HEIGHT-         930.846 (meters)          (02/10/07) ADJUSTED
 FZ2923  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FZ2923
 FZ2923  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2923  Type    PID    Designation                      North   East  Ellip
 FZ2923  -------------------------------------------------------------------
 FZ2923  NETWORK FZ2923 AIRPORT AZ MK                     0.49   0.69   0.98
 FZ2923  -------------------------------------------------------------------
 FZ2923
 FZ2923.The horizontal coordinates were established by GPS observations
 FZ2923.and adjusted by the National Geodetic Survey in February 2007.
 FZ2923
 FZ2923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2923.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2923.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2923.The epoch date for horizontal control is a decimal equivalence
 FZ2923.of Year/Month/Day.
 FZ2923
 FZ2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2923
 FZ2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2923
 FZ2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2923
 FZ2923.The ellipsoidal height was determined by GPS observations
 FZ2923.and is referenced to NAD 83.
 FZ2923
 FZ2923.The geoid height was determined by GEOID03.
 FZ2923
 FZ2923;                    North         East     Units Scale Factor Converg.
 FZ2923;SPC NC       -   273,826.235   372,903.440   MT  1.00000661   -1 31 08.4
 FZ2923;SPC NC       -   898,378.24  1,223,434.04   sFT  1.00000661   -1 31 08.4
 FZ2923;UTM  17      - 4,005,213.071   443,192.147   MT  0.99963976   -0 22 23.1
 FZ2923
 FZ2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2923!SPC NC       -   0.99985393  x   1.00000661  =   0.99986054
 FZ2923!UTM  17      -   0.99985393  x   0.99963976  =   0.99949374
 FZ2923
 FZ2923:                Primary Azimuth Mark                     Grid Az
 FZ2923:SPC NC       -  BOONE LOOKOUT TOWER                      308 33 29.8
 FZ2923:UTM  17      -  BOONE LOOKOUT TOWER                      307 24 44.5
 FZ2923
 FZ2923|---------------------------------------------------------------------|
 FZ2923| PID    Reference Object                     Distance      Geod. Az  |
 FZ2923|                                                           dddmmss.s |
 FZ2923| FZ2931 BOONE LOOKOUT TOWER                 APPROX. 8.4 KM 3070221.4 |
 FZ2923| FZ2969 HOWARD KNOB MAST                    APPROX. 6.1 KM 3174354.8 |
 FZ2923| FZ2922 AIRPORT                             APPROX. 0.9 KM 3264100.2 |
 FZ2923|---------------------------------------------------------------------|
 FZ2923
 FZ2923                          SUPERSEDED SURVEY CONTROL
 FZ2923
 FZ2923  NAD 83(2001)-  36 11 24.18064(N)    081 37 54.55211(W) AD(       ) 1
 FZ2923  ELLIP H (03/27/03)  930.808  (m)                       GP(       ) 4 2
 FZ2923  NAD 83(1995)-  36 11 24.18120(N)    081 37 54.55189(W) AD(       ) 1
 FZ2923  NAD 83(1993)-  36 11 24.18643(N)    081 37 54.55597(W) AD(       ) 1
 FZ2923  NAD 83(1986)-  36 11 24.19171(N)    081 37 54.55891(W) AD(       ) 2
 FZ2923  NAD 83(1986)-  36 11 24.19171(N)    081 37 54.55891(W) AD(       ) 1
 FZ2923  NGVD 29 (09/17/93)  962.3    (m)         3157.     (f) GPS OBS     3  
 FZ2923
 FZ2923.Superseded values are not recommended for survey control.
 FZ2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2923.See file dsdata.txt to determine how the superseded data were derived.
 FZ2923
 FZ2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4319205213(NAD 83)
 FZ2923_MARKER: DZ = AZIMUTH MARK DISK
 FZ2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2923_SP_SET: CONCRETE POST
 FZ2923_STAMPING: AIRPORT 1990
 FZ2923_MARK LOGO: NCGS  
 FZ2923_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2923+STABILITY: SURFACE MOTION
 FZ2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2923+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 FZ2923
 FZ2923  HISTORY     - Date     Condition        Report By
 FZ2923  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2923  HISTORY     - 20060525 GOOD             USPSQD
 FZ2923
 FZ2923                          STATION DESCRIPTION
 FZ2923
 FZ2923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2923'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF BOONE.
 FZ2923'PROCEED ALONG SR 1523 (DEERFIELD ROAD) FOR 1.55 MI (2.49 KM) NORTH AND
 FZ2923'EASTERLY FROM US 221-321 (BLOWING ROCK ROAD), THENCE SOUTH ALONG SR
 FZ2923'1524 (BAMBOO ROAD) FOR 0.6 MI (1.0 KM) , ON NORTHEAST SIDE OF ROAD AT
 FZ2923'AN OLD FENCE LINE.
 FZ2923'MARK IS 1 FOOT LOWER THAN ROAD AND RECESSED 2 INCHES BELOW GROUND.
 FZ2923'LOCATED 19.5 FT (5.9 M) NORTHEAST OF THE CENTERLINE OF ROAD, 302.0 FT
 FZ2923'(92.0 M) NORTHWEST OF THE CENTERLINE OF T-INTERSECTION WITH SR 1656,
 FZ2923'3.6 FT (1.1 M) EAST OF A TELEPHONE PEDESTAL, AND 46.0 FT (14.0 M)
 FZ2923'NORTH OF A CABLE TV PEDESTAL BESIDE POWER POLE WITH REFERENCE TAG.
 FZ2923
 FZ2923                          STATION RECOVERY (2006)
 FZ2923
 FZ2923'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2923'3.5FT FROM ORANGE TEL CABLE MARKER. 12 IN BELOW GROUND AT WEST END OF
 FZ2923'SAMARITAN PURSE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3329 ***********************************************************************
 FY3329  DESIGNATION -  AIRPORT BCN BURLINGTON AIRPORT
 FY3329  PID         -  FY3329
 FY3329  STATE/COUNTY-  NC/ALAMANCE
 FY3329  USGS QUAD   -  BURLINGTON (1981)
 FY3329
 FY3329                         *CURRENT SURVEY CONTROL
 FY3329  ___________________________________________________________________
 FY3329* NAD 83(2001)-  36 02 56.04260(N)    079 28 43.88044(W)     ADJUSTED  
 FY3329* NAVD 88     -              **(meters)            **(feet)            
 FY3329  ___________________________________________________________________
 FY3329  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FY3329  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3329  HORZ ORDER  -  THIRD
 FY3329
 FY3329.This mark is at Burlington-Alamance Airport (BUY)
 FY3329
 FY3329.The horizontal coordinates were established by classical geodetic methods
 FY3329.and adjusted by the National Geodetic Survey in August 2005.
 FY3329
 FY3329
 FY3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3329
 FY3329.The geoid height was determined by GEOID03.
 FY3329
 FY3329;                    North         East     Units Scale Factor Converg.
 FY3329;SPC NC       -   255,130.579   566,453.991   MT  0.99996926   -0 16 35.0
 FY3329;SPC NC       -   837,040.91  1,858,441.14   sFT  0.99996926   -0 16 35.0
 FY3329;UTM  17      - 3,990,442.767   637,017.425   MT  0.99983133   +0 53 43.1
 FY3329
 FY3329                          SUPERSEDED SURVEY CONTROL
 FY3329
 FY3329  NAD 83(1993)-  36 02 56.04544(N)    079 28 43.88841(W) AD(       ) 4
 FY3329  NAD 83(1986)-  36 02 56.04431(N)    079 28 43.88816(W) AD(       ) 4
 FY3329  NAD 27      -  36 02 55.55628(N)    079 28 44.80911(W) AD(       ) 3
 FY3329
 FY3329.Superseded values are not recommended for survey control.
 FY3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3329.See file dsdata.txt to determine how the superseded data were derived.
 FY3329
 FY3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3701790443(NAD 83)
 FY3329_MARKER: 21 = AIRPORT BEACON
 FY3329
 FY3329  HISTORY     - Date     Condition        Report By
 FY3329  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3329  HISTORY     - 1985     GOOD             USPSQD
 FY3329  HISTORY     - 19910426 GOOD             USPSQD
 FY3329
 FY3329                          STATION DESCRIPTION
 FY3329
 FY3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3329'THE STATION IS THE CENTER OF A FOUR LEGGED, STEEL, RED AND
 FY3329'WHITE COLORED BEACON ABOUT 80 FEET HIGH.
 FY3329'
 FY3329'A TRAVERSE CONNECTION WAS MADE TO THE TRIANGULATION STATION
 FY3329'BURLINGTON, DISTANCE BEING 209.2 FEET (63.77 METERS) NORTH OF
 FY3329'STATION BURLINGTON.
 FY3329
 FY3329                          STATION RECOVERY (1985)
 FY3329
 FY3329'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3329'VISITED SITE VERIFIED EXISTENCE.
 FY3329
 FY3329                          STATION RECOVERY (1991)
 FY3329
 FY3329'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3639 ***********************************************************************
 FY3639  DESIGNATION -  AIRPORT BCN GREENSBORO APT
 FY3639  PID         -  FY3639
 FY3639  STATE/COUNTY-  NC/GUILFORD
 FY3639  USGS QUAD   -  GUILFORD (1994)
 FY3639
 FY3639                         *CURRENT SURVEY CONTROL
 FY3639  ___________________________________________________________________
 FY3639* NAD 83(2001)-  36 05 21.77410(N)    079 56 37.35082(W)     ADJUSTED  
 FY3639* NAVD 88     -              **(meters)            **(feet)            
 FY3639  ___________________________________________________________________
 FY3639  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 FY3639  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FY3639  HORZ ORDER  -  THIRD
 FY3639
 FY3639.This mark is at Piedmont Triad Intl Airport (GSO)
 FY3639
 FY3639.The horizontal coordinates were established by classical geodetic methods
 FY3639.and adjusted by the National Geodetic Survey in August 2005.
 FY3639
 FY3639
 FY3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3639
 FY3639.The geoid height was determined by GEOID03.
 FY3639
 FY3639;                    North         East     Units Scale Factor Converg.
 FY3639;SPC NC       -   259,922.153   524,612.131   MT  0.99997935   -0 32 40.8
 FY3639;SPC NC       -   852,761.26  1,721,164.97   sFT  0.99997935   -0 32 40.8
 FY3639;UTM  17      - 3,994,378.642   595,095.156   MT  0.99971142   +0 37 20.1
 FY3639
 FY3639                          SUPERSEDED SURVEY CONTROL
 FY3639
 FY3639  NAD 83(1993)-  36 05 21.77982(N)    079 56 37.36059(W) AD(       ) 4
 FY3639  NAD 83(1986)-  36 05 21.78025(N)    079 56 37.36132(W) AD(       ) 4
 FY3639  NAD 27      -  36 05 21.29042(N)    079 56 38.22690(W) AD(       ) 3
 FY3639
 FY3639.Superseded values are not recommended for survey control.
 FY3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3639.See file dsdata.txt to determine how the superseded data were derived.
 FY3639
 FY3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9509594379(NAD 83)
 FY3639_MARKER: 22 = AIRWAY BEACON
 FY3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3639+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 FY3639
 FY3639  HISTORY     - Date     Condition        Report By
 FY3639  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3639  HISTORY     - 1961     GOOD             CGS
 FY3639  HISTORY     - 1970     GOOD             NGS
 FY3639  HISTORY     - 1985     GOOD             USPSQD
 FY3639  HISTORY     - 20020529 GOOD             USPSQD
 FY3639  HISTORY     - 20031203 GOOD             USPSQD
 FY3639  HISTORY     - 20050909 GOOD             USPSQD
 FY3639
 FY3639                          STATION DESCRIPTION
 FY3639
 FY3639'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3639'LOCATED ABOUT 7 MILES WEST OF GREENSBORO ON THE NORTH SIDE OF
 FY3639'U.S. HIGHWAY 421 AT THE SOUTH END OF THE AIRPORT.  IT IS A
 FY3639'GREEN TINTED GLASS ENCLOSURE ON THE TOP OF A BROWN BRICK
 FY3639'BUILDING AT THE EAST END OF THE MAIN AIRPORT BUILDING WITH A
 FY3639'FLASHING GREEN AND WHITE BEACON LIGHT OVER THE TOP OF THE
 FY3639'CENTER OF STRUCTURE.  POINT OBSERVED UPON, FLASHING BEACON
 FY3639'ON TOP OF STRUCTURE.
 FY3639
 FY3639                          STATION RECOVERY (1961)
 FY3639
 FY3639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 FY3639'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD
 FY3639'CONDITION.  THE ORIGINAL BUILDING HAS BEEN EXPANDED AND EXTENDS
 FY3639'TO THE SOUTHEAST.  THE BEACON IS STILL IN ITS ORIGINAL POSITION.
 FY3639
 FY3639                          STATION RECOVERY (1970)
 FY3639
 FY3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 FY3639'THE BEACON WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FY3639'ADEQUATE.
 FY3639
 FY3639                          STATION RECOVERY (1985)
 FY3639
 FY3639'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3639'RECOVERED IN GOOD CONDITION.
 FY3639
 FY3639                          STATION RECOVERY (2002)
 FY3639
 FY3639'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLG)
 FY3639'THE BUILDING IS NOW WHITE WITH TINTED GLASS WINDOWS ON CORNERS OR ALL
 FY3639'SIDES.
 FY3639
 FY3639                          STATION RECOVERY (2003)
 FY3639
 FY3639'RECOVERY NOTE BY US POWER SQUADRON 2003
 FY3639'RECOVERED IN GOOD CONDITION.
 FY3639
 FY3639                          STATION RECOVERY (2005)
 FY3639
 FY3639'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FY3639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2507 ***********************************************************************
 EY2507  DESIGNATION -  AIRPORT BCN STALLINGS APT
 EY2507  PID         -  EY2507
 EY2507  STATE/COUNTY-  NC/LENOIR
 EY2507  USGS QUAD   -  KINSTON (1983)
 EY2507
 EY2507                         *CURRENT SURVEY CONTROL
 EY2507  ___________________________________________________________________
 EY2507* NAD 83(2001)-  35 19 20.13495(N)    077 36 37.36130(W)     ADJUSTED  
 EY2507* NAVD 88     -              **(meters)            **(feet)            
 EY2507  ___________________________________________________________________
 EY2507  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EY2507  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 EY2507  HORZ ORDER  -  THIRD
 EY2507
 EY2507.This mark is at Kinston Regional Jetport At Stallings Fl  (ISO)
 EY2507
 EY2507.The horizontal coordinates were established by classical geodetic methods
 EY2507.and adjusted by the National Geodetic Survey in August 2005.
 EY2507
 EY2507
 EY2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2507
 EY2507.The geoid height was determined by GEOID03.
 EY2507
 EY2507;                    North         East     Units Scale Factor Converg.
 EY2507;SPC NC       -   175,295.071   735,937.769   MT  0.99987335   +0 48 07.4
 EY2507;SPC NC       -   575,113.91  2,414,489.16   sFT  0.99987335   +0 48 07.4
 EY2507;UTM  18      - 3,911,907.962   262,708.901   MT  1.00029397   -1 30 35.9
 EY2507
 EY2507                          SUPERSEDED SURVEY CONTROL
 EY2507
 EY2507  NAD 83(1986)-  35 19 20.14312(N)    077 36 37.36924(W) AD(       ) 4
 EY2507  NAD 27      -  35 19 19.54829(N)    077 36 38.47748(W) AD(       ) 3
 EY2507
 EY2507.Superseded values are not recommended for survey control.
 EY2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2507.See file dsdata.txt to determine how the superseded data were derived.
 EY2507
 EY2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6270911908(NAD 83)
 EY2507_MARKER: Z = SEE DESCRIPTION
 EY2507_SETTING: 0 = UNSPECIFIED SETTING
 EY2507_MARK LOGO: NONE  
 EY2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2507+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 EY2507
 EY2507  HISTORY     - Date     Condition        Report By
 EY2507  HISTORY     - 1976     MONUMENTED       NGS
 EY2507  HISTORY     - 19880615 GOOD             NGS
 EY2507  HISTORY     - 19910309 GOOD             USPSQD
 EY2507  HISTORY     - 19961216 GOOD             NCGS
 EY2507  HISTORY     - 20010402 GOOD             USPSQD
 EY2507  HISTORY     - 20031130 GOOD             USPSQD
 EY2507  HISTORY     - 20050201 GOOD             USPSQD
 EY2507  HISTORY     - 20080229 GOOD             USPSQD
 EY2507
 EY2507                          STATION DESCRIPTION
 EY2507
 EY2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EY2507'STATION IS A REVOLVING WHITE AND GREEN LIGHT ATOP A WATER TANK
 EY2507'WHICH IS OWNED BY THE CITY OF KINSTON, NORTH CAROLINA.  THE TANK
 EY2507'IS PAINTED LIGHT BLUE AND IS ABOUT 125 FEET HIGH.
 EY2507'
 EY2507'STATION IS ABOUT 4-1/4 MILES NORTH-NORTHWEST OF DOWNTOWN KINSTON,
 EY2507'ALONG THE WEST SIDE OF COUNTY ROAD 1578 AND AT THE ENTRANCE TO
 EY2507'STALLINGS AIRPORT.
 EY2507'
 EY2507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 EY2507'258 ABOUT 1 MILE WEST OF THE WEST EDGE OF KINSTON, GO NORTHERLY ON
 EY2507'U.S. HIGHWAY 258 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD
 EY2507'1573 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON COUNTY ROAD
 EY2507'1573 FOR 2.85 MILES TO THE JUNCTION OF COUNTY ROAD 1578.  TURN
 EY2507'LEFT AND GO NORTHWEST ON COUNTY ROAD 1578 FOR 0.95 MILE TO THE
 EY2507'STATION ON THE LEFT JUST BEFORE REACHING THE ENTRANCE TO
 EY2507'STALLINGS AIRPORT.
 EY2507
 EY2507                          STATION RECOVERY (1988)
 EY2507
 EY2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EY2507'THE AIRPORT BEACON IS LOCATED APPROXIMATELY 2000 FT (609.6 M)
 EY2507'SOUTHEAST OF THE CENTER OF THE AIRPORT, CENTERED ON TOP OF A SIX
 EY2507'LEGGED WATER TANK PAINTED METALLIC GREEN.  THE POINT OBSERVED ON WAS
 EY2507'THE SPINDLE OF THE GREEN AND CLEAR ROTATING BEACON LIGHT.  NOTE, THE
 EY2507'AIRPORT BEACON IS THE GEODESY STATION AIRPORT BCN STALLING APT 1976.
 EY2507'NOTE, THIS STATION IS ALSO A NGS AIRPORT BCN STALLINGS APT 1976
 EY2507'(G-15756)
 EY2507
 EY2507                          STATION RECOVERY (1991)
 EY2507
 EY2507'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2507'RECOVERED IN GOOD CONDITION.
 EY2507
 EY2507                          STATION RECOVERY (1996)
 EY2507
 EY2507'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY2507'RECOVERED AS DESCRIBED.
 EY2507
 EY2507                          STATION RECOVERY (2001)
 EY2507
 EY2507'RECOVERY NOTE BY US POWER SQUADRON 2001
 EY2507'RECOVERED IN GOOD CONDITION.
 EY2507
 EY2507                          STATION RECOVERY (2003)
 EY2507
 EY2507'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY2507'RECOVERED AS DESCRIBED.
 EY2507
 EY2507                          STATION RECOVERY (2005)
 EY2507
 EY2507'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2507'RECOVERED IN GOOD CONDITION.
 EY2507
 EY2507                          STATION RECOVERY (2008)
 EY2507
 EY2507'RECOVERY NOTE BY US POWER SQUADRON 2008 (CSB)
 EY2507'THIS WATER TANK IS NOW PAINTED WHITE OR A VERY LIGHT GRAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2540 ***********************************************************************
 EB2540  DESIGNATION -  AIRPORT BN FAYETTEVILLE APT
 EB2540  PID         -  EB2540
 EB2540  STATE/COUNTY-  NC/CUMBERLAND
 EB2540  USGS QUAD   -  HOPE MILLS (1986)
 EB2540
 EB2540                         *CURRENT SURVEY CONTROL
 EB2540  ___________________________________________________________________
 EB2540* NAD 83(2001)-  34 59 24.19693(N)    078 53 05.99621(W)     ADJUSTED  
 EB2540* NAVD 88     -              **(meters)            **(feet)            
 EB2540  ___________________________________________________________________
 EB2540  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 EB2540  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EB2540  HORZ ORDER  -  THIRD
 EB2540
 EB2540.This mark is at Fayetteville Regional/grannis Fld Airport (FAY)
 EB2540
 EB2540.The horizontal coordinates were established by classical geodetic methods
 EB2540.and adjusted by the National Geodetic Survey in August 2005.
 EB2540
 EB2540
 EB2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2540
 EB2540.The geoid height was determined by GEOID03.
 EB2540
 EB2540;                    North         East     Units Scale Factor Converg.
 EB2540;SPC NC       -   137,565.511   620,099.495   MT  0.99988296   +0 03 59.0
 EB2540;SPC NC       -   451,329.51  2,034,443.09   sFT  0.99988296   +0 03 59.0
 EB2540;UTM  17      - 3,873,983.771   693,035.829   MT  1.00005927   +1 12 47.5
 EB2540
 EB2540                          SUPERSEDED SURVEY CONTROL
 EB2540
 EB2540  NAD 83(1986)-  34 59 24.21004(N)    078 53 05.99826(W) AD(       ) 4
 EB2540  NAD 27      -  34 59 23.61300(N)    078 53 06.90300(W) AD(       ) 3
 EB2540
 EB2540.Superseded values are not recommended for survey control.
 EB2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2540.See file dsdata.txt to determine how the superseded data were derived.
 EB2540
 EB2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9303673984(NAD 83)
 EB2540_MARKER: 21 = AIRPORT BEACON
 EB2540
 EB2540  HISTORY     - Date     Condition        Report By
 EB2540  HISTORY     - 1957     FIRST OBSERVED   CGS
 EB2540  HISTORY     - 1960     GOOD             CGS
 EB2540  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EB2540
 EB2540                          STATION DESCRIPTION
 EB2540
 EB2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EB2540'THE STATION IS ABOUT 4.0 MILES SOUTH OF FAYETTEVILLE AND IS AT
 EB2540'THE WEST SIDE OF GRANNIS AIRPORT.  IT IS ON THE SOUTHEAST CORNER OF
 EB2540'THE TERMINAL BUILDING, ON TOP OF THE CONTROL TOWER.  THE BEACON IS
 EB2540'ABOUT 40 FEET HIGH.  IT IS A ROTATING WHITE AND GREEN BEACON.
 EB2540
 EB2540                          STATION RECOVERY (1960)
 EB2540
 EB2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 EB2540'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 EB2540'FOUR MILES SOUTH OF FAYETTEVILLE ON THE PROPERTY OF THE
 EB2540'FAYETTEVILLE GRANNIS FIELD AIRPORT.  STATION IS LOCATED ON THE
 EB2540'TOP OF THE CONTROL TOWER.
 EB2540
 EB2540                          STATION RECOVERY (1983)
 EB2540
 EB2540'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT)
 EB2540'THE BEACON HAS BEEN MOVED APPROXIMATELY 1500 FEET NW OF OLD
 EB2540'LOCATION.  NEW POSITION IS 34 DEG 59 MIN 33 SEC N- 78 DEG 53 MIN
 EB2540'08 SEC W.  OLD CONTROL TOWER AND BEACON HAVE BEEN TORN DOWN.  THE
 EB2540'NEW BEACON IS LOCATED ABOUT
 EB2540'4.0 MILES SOUTH OF FAYETTEVILLE ON THE NORTH WEST SIDE OF GRANNIS
 EB2540'AIR PORT.  IT IS AT THE JUNCTION OF AIRPORT RD. AND CONTROL
 EB2540'TOWER RD.  IT IS A ROTATING GREEN AND WHITE BEACON 55 FEET HIGH,
 EB2540'MOUNTED ON A STEEL TOWER.  INFORMATION WAS FURNISHED BY FAA AIR
 EB2540'FACILITIES SECTOR FIELD OFFICE, GRANNIS FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2329 ***********************************************************************
 EY2329  DESIGNATION -  AIRPORT BN SIMMONS NOTT APT
 EY2329  PID         -  EY2329
 EY2329  STATE/COUNTY-  NC/CRAVEN
 EY2329  USGS QUAD   -  NEW BERN (1994)
 EY2329
 EY2329                         *CURRENT SURVEY CONTROL
 EY2329  ___________________________________________________________________
 EY2329* NAD 83(2001)-  35 04 26.71777(N)    077 02 20.18989(W)     ADJUSTED  
 EY2329* NAVD 88     -              **(meters)            **(feet)            
 EY2329  ___________________________________________________________________
 EY2329  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EY2329  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EY2329  HORZ ORDER  -  THIRD
 EY2329
 EY2329.This mark is at Craven Co Regional Airport (EWN)
 EY2329
 EY2329.The horizontal coordinates were established by classical geodetic methods
 EY2329.and adjusted by the National Geodetic Survey in August 2005.
 EY2329
 EY2329
 EY2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2329
 EY2329.The geoid height was determined by GEOID03.
 EY2329
 EY2329;                    North         East     Units Scale Factor Converg.
 EY2329;SPC NC       -   148,647.487   788,427.573   MT  0.99987737   +1 07 54.7
 EY2329;SPC NC       -   487,687.63  2,586,699.46   sFT  0.99987737   +1 07 54.7
 EY2329;UTM  18      - 3,883,160.465   314,097.623   MT  1.00002594   -1 10 19.1
 EY2329
 EY2329                          SUPERSEDED SURVEY CONTROL
 EY2329
 EY2329  NAD 83(1986)-  35 04 26.72639(N)    077 02 20.19810(W) AD(       ) 4
 EY2329  NAD 27      -  35 04 26.15400(N)    077 02 21.38900(W) AD(       ) 3
 EY2329
 EY2329.Superseded values are not recommended for survey control.
 EY2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2329.See file dsdata.txt to determine how the superseded data were derived.
 EY2329
 EY2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1409883160(NAD 83)
 EY2329_MARKER: 21 = AIRPORT BEACON
 EY2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2329+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 EY2329
 EY2329  HISTORY     - Date     Condition        Report By
 EY2329  HISTORY     - 1960     FIRST OBSERVED   CGS
 EY2329  HISTORY     - 1974     GOOD             NGS
 EY2329  HISTORY     - 19880615 GOOD             NGS
 EY2329  HISTORY     - 19900525 GOOD             USPSQD
 EY2329  HISTORY     - 20021026 GOOD             USPSQD
 EY2329  HISTORY     - 20031027 GOOD             USPSQD
 EY2329  HISTORY     - 20050215 GOOD             USPSQD
 EY2329
 EY2329                          STATION DESCRIPTION
 EY2329
 EY2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JJC)
 EY2329'THE BEACON IS LOCATED ON THE SIMMONS-NOTT AIRPORT, NEW BERN,
 EY2329'NORTH CAROLINA.  A STANDARD TYPE 36 INCH WHITE AND GREEN ROTATING
 EY2329'BEACON ATOP A STEEL 40 FT. TOWER WHICH ALSO HOLDS A WIND SOCK
 EY2329'ON A BRACING ON THE SOUTH SIDE OF THE TOWER.  IT IS LOCATED
 EY2329'IN THE PARKING LOT ON THE WEST SIDE OF THE TERMINAL BUILDING.
 EY2329
 EY2329                          STATION RECOVERY (1974)
 EY2329
 EY2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (BGH)
 EY2329'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EY2329'
 EY2329'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY2329'AT SIMMONS-NOTT AIRPORT.
 EY2329
 EY2329                          STATION RECOVERY (1988)
 EY2329
 EY2329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EY2329'THE BEACON IS LOCATED ON THE SIMMONS-NOTT AIRPORT, NEW BERN, NORTH
 EY2329'CAROLINA.  A STANDARD TYPE 36 INCH WHITE AND GREEN ROTATING BEACON
 EY2329'ATOP A STEEL 40 FT (12.2 M) TOWER WHICH ALSO HOLDS A WIND SOCK ON A
 EY2329'BRACING ON THE SOUTH SIDE OF THE TOWER.  IT IS LOCATED IN THE PARKING
 EY2329'LOT ON THE WEST SIDE OF THE TERMINAL BUILDING.  NOTE, QUAD 350772 STA
 EY2329'1001.
 EY2329
 EY2329                          STATION RECOVERY (1990)
 EY2329
 EY2329'RECOVERY NOTE BY US POWER SQUADRON 1990 (HRB)
 EY2329'RECOVERED IN GOOD CONDITION.
 EY2329
 EY2329                          STATION RECOVERY (2002)
 EY2329
 EY2329'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY2329'WINDSOCK NO LONGER EXISTS.
 EY2329
 EY2329                          STATION RECOVERY (2003)
 EY2329
 EY2329'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY2329'RECOVERED IN GOOD CONDITION.
 EY2329
 EY2329                          STATION RECOVERY (2005)
 EY2329
 EY2329'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1295 ***********************************************************************
 EA1295  DESIGNATION -  AIRPORT RESET
 EA1295  PID         -  EA1295
 EA1295  STATE/COUNTY-  NC/NEW HANOVER
 EA1295  USGS QUAD   -  CASTLE HAYNE (1980)
 EA1295
 EA1295                         *CURRENT SURVEY CONTROL
 EA1295  ___________________________________________________________________
 EA1295* NAD 83(2001)-  34 16 09.54064(N)    077 54 39.74911(W)     ADJUSTED  
 EA1295* NAVD 88     -         8.395  (meters)      27.54   (feet)  ADJUSTED  
 EA1295  ___________________________________________________________________
 EA1295  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 EA1295  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EA1295  DYNAMIC HT  -           8.387 (meters)      27.52  (feet)  COMP
 EA1295  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 EA1295
 EA1295  HORZ ORDER  -  SECOND
 EA1295  VERT ORDER  -  SECOND    CLASS II
 EA1295
 EA1295.This mark is at New Hanover Intl Airport (ILM)
 EA1295
 EA1295.The horizontal coordinates were established by classical geodetic methods
 EA1295.and adjusted by the National Geodetic Survey in August 2005.
 EA1295
 EA1295.The orthometric height was determined by differential leveling
 EA1295.and adjusted in July 1999.
 EA1295
 EA1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1295
 EA1295.The geoid height was determined by GEOID03.
 EA1295
 EA1295.The dynamic height is computed by dividing the NAVD 88
 EA1295.geopotential number by the normal gravity value computed on the
 EA1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1295.degrees latitude (g = 980.6199 gals.).
 EA1295
 EA1295.The modeled gravity was interpolated from observed gravity values.
 EA1295
 EA1295;                    North         East     Units Scale Factor Converg.
 EA1295;SPC NC       -    58,160.265   709,885.650   MT  1.00001834   +0 37 42.7
 EA1295;SPC NC       -   190,814.14  2,329,016.50   sFT  1.00001834   +0 37 42.7
 EA1295;UTM  18      - 3,795,853.771   231,980.476   MT  1.00048557   -1 38 24.5
 EA1295
 EA1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1295!SPC NC       -   1.00000445  x   1.00001834  =   1.00002279
 EA1295!UTM  18      -   1.00000445  x   1.00048557  =   1.00049002
 EA1295
 EA1295|---------------------------------------------------------------------|
 EA1295| PID    Reference Object                     Distance      Geod. Az  |
 EA1295|                                                           dddmmss.s |
 EA1295| EA3156 AIRPORT RM 1                         52.998 METERS 01555     |
 EA1295| EA3157 AIRPORT RM 2                         45.908 METERS 08022     |
 EA1295| EA2809 WILMINGTON NC SHIPBUILDING TK       APPROX. 9.4 KM 2023442.9 |
 EA1295| EA2826 WILMINGTON THE TEXAS CO TANK        APPROX. 9.5 KM 2033134.1 |
 EA1295| EA2839 WILMINGTON HIGHEST STACK            APPROX. 5.8 KM 2181319.5 |
 EA1295| EA3155 AIRPORT AZ MK                                      2425702.8 |
 EA1295| EA2891 WILMINGTON TERMINAL WHSE CO TK      APPROX. 3.6 KM 2451624.7 |
 EA1295| EA2888 WILMINGTON CITY WATER TANK          APPROX. 3.5 KM 2491409.3 |
 EA1295| EA2877 NAVASSA ARMOUR FERTILIZ WKS TK      APPROX. 7.2 KM 2601136.6 |
 EA1295| EA2878 NAVASSA VA CAR CHEMICAL CO TK       APPROX. 7.4 KM 2613212.3 |
 EA1295| EA2893 WILMINGTON WATER TANK               APPROX. 3.9 KM 2664337.7 |
 EA1295| EA2889 WILMINGTON SWIFT FERT WKS TK        APPROX. 3.9 KM 2762330.2 |
 EA1295|---------------------------------------------------------------------|
 EA1295
 EA1295                          SUPERSEDED SURVEY CONTROL
 EA1295
 EA1295  NAD 83(1986)-  34 16 09.55322(N)    077 54 39.76313(W) AD(       ) 2
 EA1295  NGVD 29 (06/22/04)    8.70   (m)           28.5    (f) RESET       3  
 EA1295
 EA1295.Superseded values are not recommended for survey control.
 EA1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1295.See file dsdata.txt to determine how the superseded data were derived.
 EA1295
 EA1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3198095854(NAD 83)
 EA1295_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1295_SP_SET: CONCRETE POST
 EA1295_STAMPING: AIRPORT 1942 1981
 EA1295_MARK LOGO: NGS   
 EA1295_PROJECTION: FLUSH
 EA1295_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1295+STABILITY: SURFACE MOTION
 EA1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1295+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1997
 EA1295
 EA1295  HISTORY     - Date     Condition        Report By
 EA1295  HISTORY     - 1981     MONUMENTED       NGS
 EA1295  HISTORY     - 19810603 GOOD             NGS
 EA1295  HISTORY     - 1983     GOOD             USE
 EA1295  HISTORY     - 1984     GOOD             USPSQD
 EA1295  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA1295  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA1295  HISTORY     - 19971218 GOOD             NCGS
 EA1295
 EA1295                          STATION DESCRIPTION
 EA1295
 EA1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (HDM)
 EA1295'STATION MARK WAS RECOVERED DISTURBED AND WAS RESET DIRECTLY OVER THE
 EA1295'UNDERGROUND STATION MARK WHICH WAS FOUND TO BE A STANDARD REFERENCE
 EA1295'MARK DISK.  REFERENCE MARKS TWO, THREE, AND FOUR WERE RECOVERED IN
 EA1295'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND
 EA1295'AND IS BELIEVED TO BE DESTROYED.  REFERENCE MARK 4 IS OBSTRUCTED FROM
 EA1295'THE STATION AND COULD NOT BE TIED TO HOWEVER, THE 1944 RECOVERY STATES
 EA1295'THAT REFERENCE MARK 4 IS SET ON MERIDIAN WITH STATION AIRPORT, 571.97
 EA1295'FEET NORTH.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER
 EA1295'BY 0.12 FEET AND THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 EA1295'SHORTER BY 0.08 FEET WHEN COMPARED TO THE 1944 DESCRIPTION BY USE.
 EA1295' 
 EA1295'A NEW DESCRIPTION FOLLOWS.
 EA1295' 
 EA1295'STATION LOCATED AT THE NEW HANOVER COUNTY AIRPORT IN WILMINGTON, ABOUT
 EA1295'1/4 MILE SOUTH OF THE TERMINAL BUILDING, 1/4 WEST SOUTHWEST OF THE
 EA1295'CONTROL TOWER (NOT VISIBLE FROM STATION) AND ALONG THE SOUTHEAST SIDE
 EA1295'OF AN ABANDONED TAXIWAY AND SOUTHWEST OF THE NORTH-MOST DISPERSAL
 EA1295'APRON ON THE SOUTHEAST SIDE OF THE OLD TAXIWAY.
 EA1295' 
 EA1295'TO REACH THE STATION FROM THE AIRPORT TERMINAL, GO SOUTHERLY ON HALL
 EA1295'DR FOR 0.15 MILE TO A FOURWAY INTERSECTION WITH HEWLETT DR AND TRASK
 EA1295'DR.  TURN LEFT ON HEWLETT DR FOR ABOUT 50 FEET TO REFERENCE MARK 4 ON
 EA1295'THE RIGHT, CONTINUE FOR ABOUT 100 FEET TO A GATE, PASS THROUGH THE
 EA1295'GATE, TURN RIGHT AND GO SOUTHWEST ON THE OLD TAXIWAY FOR 0.1 MILE TO
 EA1295'THE STATION ON THE LEFT.
 EA1295' 
 EA1295'STATION MARK IS A STANDARD DISK STAMPED--AIRPORT 1942 1981--, SET IN
 EA1295'THE TOP OF A ROUND CONCRETE POST THAT IS 0.4 METER, 15 INCHES IN
 EA1295'DIAMETER AND FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS A
 EA1295'STANDARD REFERENCE MARK DISK STAMPED--STATION AIRPORT 1942--, SET IN
 EA1295'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE GROUND
 EA1295'SURFACE.  THEY ARE 40.84 METERS (134 FT) SOUTHWEST OF THE SOUTHWEST
 EA1295'EDGE OF DISPERSAL APRON, 41.45 METERS (136 FT) SOUTHEAST OF THE
 EA1295'SOUTHEAST EDGE OF OLD TAXIWAY, 50.29 METERS (165 FT) SOUTH SOUTHWEST
 EA1295'OF A CORNER FORMED BY THE TAXIWAY AND DISPERSAL APRON, 96 METERS (315
 EA1295'FT) SOUTHWEST OF POWERLINE POLE NUMBER 16049, WITH AN ALUMINUM
 EA1295'REFERENCE TAG AND 122.59 METERS SOUTH OF POWERLINE POLE NUMBER 16048,
 EA1295'WITH A REFERENCE TAG.
 EA1295' 
 EA1295'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--AIRPORT NO 2 1942--, SET
 EA1295'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 4 INCHES
 EA1295'BELOW GROUND SURFACE.  IT IS 1.77 METERS (5.8 FT) SOUTHWEST OF
 EA1295'SOUTHWEST EDGE OF DISPERSAL APRON, 61.84 METERS (202.9 FT) SOUTHEAST
 EA1295'OF THE CORNER FORMED BY THE TAXIWAY AND DISPERSAL APRON AND 66.81
 EA1295'METERS (219.2 FT) SOUTH SOUTHWEST OF POWERLINE POLE 16049.
 EA1295' 
 EA1295'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--AIRPORT NO 3 1942 1944--,
 EA1295'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EA1295'THE GROUND.  IT IS 1.83 METERS (6.0 FT) SOUTHEAST OF SOUTHEAST EDGE OF
 EA1295'OLD TAXIWAY AND 38.46 METERS (126.2 FT) SOUTHWEST OF THE CORNER FORMED
 EA1295'BY THE TAXIWAY AND DISPERSAL APRON.
 EA1295' 
 EA1295'REFERENCE MARK 4 IS A STANDARD STATION MARK DISK STAMPED-- AIRPORT RM
 EA1295'NO 4 1942 1944--, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 EA1295'THAT IS RECESSED 4 INCHES BELOW THE GROUND SURFACE.  IT IS 3.96 METERS
 EA1295'(13 FT) NORTH OF MESH WIRE FENCE, 14.33 METERS (47 FT) SOUTH OF THE
 EA1295'CENTER OF HEWLETT DR, 32.61 METERS (107 FT) SOUTH OF THE SOUTHWEST
 EA1295'CORNER OF A METAL, AIRPLANE HANGER, 34.26 METERS (112.4 FT) SOUTHWEST
 EA1295'OF POWERLINE POLE 16044, WITH A REFERENCE TAG, 42.67 METERS (140 FT)
 EA1295'WEST OF THE CENTER OF THE GATE AND 50.44 METERS (165.5 FT) SOUTHEAST
 EA1295'OF POWERLINE POLE 16048, WITH A REFERENCE TAG.
 EA1295
 EA1295                          STATION RECOVERY (1981)
 EA1295
 EA1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EA1295'LOCATED AT THE NEW HANOVER COUNTY AIRPORT IN WILMINGTON, 0.25 MILE
 EA1295'(0.40 KM) SOUTH OF THE TERMINAL BUILDING, ALONG THE SOUTHEAST SIDE OF
 EA1295'AN ABANDONED TAXIWAY, 134 FEET (40.8 M) SOUTHWEST OF THE SOUTHWEST
 EA1295'EDGE OF A DISPERSAL APRON, 136 FEET (41.5 M) SOUTHEAST OF THE
 EA1295'SOUTHEAST EDGE OF THE ABANDONED TAXIWAY AND DISPERSAL APRON, 315 FEET
 EA1295'(96.0 M) SOUTHWEST OF POWERLINE POLE 16049, WITH AN ALUMINUM
 EA1295'REFERENCE TAG AND 402.2 FEET (122.6 M) SOUTH OF POWERLINE POLE 16048
 EA1295'WITH A REFERENCE TAG.
 EA1295
 EA1295                          STATION RECOVERY (1983)
 EA1295
 EA1295'RECOVERY NOTE BY US ENGINEERS 1983 (GRN)
 EA1295'AIRPORT 1942 1944 FOUND GOOD, DESCRIPTION ADEQUATE.
 EA1295
 EA1295                          STATION RECOVERY (1984)
 EA1295
 EA1295'RECOVERY NOTE BY US POWER SQUADRON 1984 (HW)
 EA1295'AIRPORT 1942 RECOVERED GOOD.
 EA1295'
 EA1295'STATION AND REF MARK NO. 3 FOUND IN GOOD CONDITION.
 EA1295
 EA1295                          STATION RECOVERY (1995)
 EA1295
 EA1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA1295'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  EXTENSIVE CONSTRUCTION
 EA1295'HAS OCCURRED AT THE AIRPORT AND IN THE VICINITY OF THE STATION A
 EA1295'TAXIWAY AND APRON HAVE BEEN REMOVED, THE POWER LINES HAVE BEEN
 EA1295'REALIGNED AND THE GROUNDS HAVE BEEN GRADED.  THE ABSENCE OF SALIENT
 EA1295'REFERENCE FEATURES HAVE RENDERED THIS STATION AS LOST.
 EA1295
 EA1295                          STATION RECOVERY (1995)
 EA1295
 EA1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA1295'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  EXTENSIVE CONSTRUCTION
 EA1295'HAS OCCURRED AT THE AIRPORT AND IN THE VICINITY OF THE STATION A
 EA1295'TAXIWAY AND APRON HAVE BEEN REMOVED, THE POWER LINES HAVE BEEN
 EA1295'REALIGNED AND THE GROUNDS HAVE BEEN GRADED.  THE ABSENCE OF SALIENT
 EA1295'REFERENCE FEATURES HAVE RENDERED THIS STATION AS LOST.
 EA1295
 EA1295                          STATION RECOVERY (1997)
 EA1295
 EA1295'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EA1295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4869 ***********************************************************************
 FA4869  DESIGNATION -  AIRPORT RM 1
 FA4869  PID         -  FA4869
 FA4869  STATE/COUNTY-  NC/CLEVELAND
 FA4869  USGS QUAD   -  SHELBY (1983)
 FA4869
 FA4869                         *CURRENT SURVEY CONTROL
 FA4869  ___________________________________________________________________
 FA4869* NAD 83(2001)-  35 15 27.57551(N)    081 36 04.15376(W)     ADJUSTED  
 FA4869* NAVD 88     -       257.     (meters)     843.     (feet)  VERTCON   
 FA4869  ___________________________________________________________________
 FA4869  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FA4869  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA4869  HORZ ORDER  -  SECOND
 FA4869
 FA4869.This mark is at Shelby Airport (EHO)
 FA4869
 FA4869.The horizontal coordinates were established by classical geodetic methods
 FA4869.and adjusted by the National Geodetic Survey in August 2005.
 FA4869
 FA4869.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4869
 FA4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4869
 FA4869.The geoid height was determined by GEOID03.
 FA4869
 FA4869;                    North         East     Units Scale Factor Converg.
 FA4869;SPC NC       -   170,345.255   372,950.633   MT  0.99987260   -1 30 04.7
 FA4869;SPC NC       -   558,874.39  1,223,588.87   sFT  0.99987260   -1 30 04.7
 FA4869;UTM  17      - 3,901,782.776   445,315.893   MT  0.99963685   -0 20 49.3
 FA4869
 FA4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4869!SPC NC       -   0.99996472  x   0.99987260  =   0.99983732
 FA4869!UTM  17      -   0.99996472  x   0.99963685  =   0.99960158
 FA4869
 FA4869                          SUPERSEDED SURVEY CONTROL
 FA4869
 FA4869  NAD 83(1986)-  35 15 27.59081(N)    081 36 04.15434(W) AD(       ) 2
 FA4869  NGVD 29 (09/01/92)  257.     (m)          843.     (f) VERT ANG    3  
 FA4869
 FA4869.Superseded values are not recommended for survey control.
 FA4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4869.See file dsdata.txt to determine how the superseded data were derived.
 FA4869
 FA4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4531601783(NAD 83)
 FA4869_MARKER: DR = REFERENCE MARK DISK
 FA4869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4869_SP_SET: CONCRETE POST
 FA4869_STAMPING: AIRPORT NO 1 1985
 FA4869_MARK LOGO: NCGS  
 FA4869_PROJECTION: FLUSH
 FA4869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4869+STABILITY: SURFACE MOTION
 FA4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4869+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 FA4869
 FA4869  HISTORY     - Date     Condition        Report By
 FA4869  HISTORY     - 1985     MONUMENTED       NCGS
 FA4869  HISTORY     - 19941228 GOOD             USPSQD
 FA4869  HISTORY     - 19961205 GOOD             NCGS
 FA4869
 FA4869                          STATION DESCRIPTION
 FA4869
 FA4869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4869'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTHWEST OF SHELBY, AT THE
 FA4869'SHELBY AIRPORT.
 FA4869'ALONG SR 1151 ON THE NORTHWEST SIDE OF THE AIRPORT, AT THE
 FA4869'NINETY-DEGREE CURVE IN THE ROAD.
 FA4869'MARK IS RECESSED 6 INCHES BELOW GROUND AND IS 1 FOOT LOWER THAN THE
 FA4869'HIGHWAY.  LOCATED 15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF SR 1151,
 FA4869'79.5 FT (24.2 M) EAST OF A ROAD SIGN--AND 7.5 FT (2.3 M) NORTH OF A
 FA4869'WITNESS POST, 207.5 FT (63.2 M) SOUTHEAST OF A POWER POLE--BOTH WITH
 FA4869'REFERENCE TAGS.
 FA4869
 FA4869                          STATION RECOVERY (1994)
 FA4869
 FA4869'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4869'RECOVERED IN GOOD CONDITION.
 FA4869
 FA4869                          STATION RECOVERY (1996)
 FA4869
 FA4869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA4869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0538 ***********************************************************************
 EA0538  DESIGNATION -  AIRPORT RM 3
 EA0538  PID         -  EA0538
 EA0538  STATE/COUNTY-  NC/NEW HANOVER
 EA0538  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0538
 EA0538                         *CURRENT SURVEY CONTROL
 EA0538  ___________________________________________________________________
 EA0538* NAD 83(1986)-  34 16 09.     (N)    077 54 37.     (W)     SCALED    
 EA0538* NAVD 88     -         8.579  (meters)      28.15   (feet)  ADJUSTED  
 EA0538  ___________________________________________________________________
 EA0538  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EA0538  DYNAMIC HT  -           8.571 (meters)      28.12  (feet)  COMP
 EA0538  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 EA0538
 EA0538  VERT ORDER  -  FIRST     CLASS I
 EA0538
 EA0538.This mark is at New Hanover Intl Airport (ILM)
 EA0538
 EA0538.The horizontal coordinates were scaled from a topographic map and have
 EA0538.an estimated accuracy of +/- 6 seconds.
 EA0538
 EA0538.The orthometric height was determined by differential leveling
 EA0538.and adjusted in June 1991.
 EA0538
 EA0538.The geoid height was determined by GEOID03.
 EA0538
 EA0538.The dynamic height is computed by dividing the NAVD 88
 EA0538.geopotential number by the normal gravity value computed on the
 EA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0538.degrees latitude (g = 980.6199 gals.).
 EA0538
 EA0538.The modeled gravity was interpolated from observed gravity values.
 EA0538
 EA0538;                    North         East    Units  Estimated Accuracy
 EA0538;SPC NC       -    58,140.      709,960.      MT  (+/- 180 meters Scaled)
 EA0538
 EA0538                          SUPERSEDED SURVEY CONTROL
 EA0538
 EA0538  NGVD 29 (??/??/92)    8.879  (m)           29.13   (f) ADJ UNCH    1 1
 EA0538
 EA0538.Superseded values are not recommended for survey control.
 EA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0538.See file dsdata.txt to determine how the superseded data were derived.
 EA0538
 EA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC320958(NAD 83)
 EA0538_MARKER: DR = REFERENCE MARK DISK
 EA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0538_STAMPING: AIRPORT NO 3 1942 1944
 EA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0538+STABILITY: SURFACE MOTION
 EA0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0538+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1995
 EA0538
 EA0538  HISTORY     - Date     Condition        Report By
 EA0538  HISTORY     - 1944     MONUMENTED       NGS
 EA0538  HISTORY     - 1955     GOOD             NGS
 EA0538  HISTORY     - 1971     GOOD             NGS
 EA0538  HISTORY     - 1981     GOOD             NGS
 EA0538  HISTORY     - 1983     GOOD             USE
 EA0538  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA0538  HISTORY     - 19950112 MARK NOT FOUND   NGS
 EA0538
 EA0538                          STATION DESCRIPTION
 EA0538
 EA0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0538'IN WILMINGTON.
 EA0538'AT NEW HANOVER COUNTY AIRPORT, ABOUT 0.3 MILE SOUTH OF THE
 EA0538'AIRPORT ADMINSTRATION BUILDING, ABOUT 0.3 MILE WEST OF THE CONTROL
 EA0538'TOWER, 499 FEET SOUTH-SOUTHEAST AND ACROSS A TAXI STRIP FROM
 EA0538'CENTER OF A BLACK TOP CROSSROAD, 130.50 FEET NORTHWEST OF
 EA0538'TRIANGULATION STATION AIRPORT, 128 FEET SOUTHWEST OF SOUTHWEST
 EA0538'EDGE OF A PARKING STRIP, 5.8 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 EA0538'A TAXI STRIP, ABOUT LEVEL WITH TAXI STRIP AND SET IN THE TOP OF A
 EA0538'CONCRETE POST PROJECTING 1 INCH.
 EA0538
 EA0538                          STATION RECOVERY (1971)
 EA0538
 EA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0538'RECOVERED IN GOOD CONDITION.
 EA0538
 EA0538                          STATION RECOVERY (1981)
 EA0538
 EA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EA0538'0.15 MILE SOUTHWEST ALONG HALL DR FROM THE NEW HANOVER COUNTY AIRPORT
 EA0538'TERMINAL IN WILMINGTON TO A 4-WAY INTERSECTION WITH HEWLETT DR AND
 EA0538'TRASK DR, THENCE LEFT ON HEWLETT DR FOR 0.05 MILE TO A GATE PASS
 EA0538'THROUGH GATE, TURN RIGHT ON ABANDON TAXIWAY FOR 0.1 MILE TO MARK ON
 EA0538'THE LEFT, 1.83 METERS (6.0) FEET SOUTHEAST OF SOUTHEAST EDGE OF
 EA0538'TAXIWAY, 38.46 METERS (126.2) FEET SOUTHWEST OF A CORNER FORMED BY
 EA0538'THE TAXIWAY AND A DISPERSAL APRON AND 1.30. 42 FEET (39.752) METERS
 EA0538'NORTHWEST OF STATION AIRPORT.
 EA0538
 EA0538                          STATION RECOVERY (1983)
 EA0538
 EA0538'RECOVERY NOTE BY US ENGINEERS 1983 (GRN)
 EA0538'RECOVERED IN GOOD CONDITION.
 EA0538
 EA0538                          STATION RECOVERY (1995)
 EA0538
 EA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0538'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  EXTENSIVE CONSTRUCTION
 EA0538'HAS OCCURRED AT THE AIRPORT AND IN THE VICINITY OF THE STATION A
 EA0538'TAXIWAY AND APRON HAVE BEEN REMOVED, THE POWER LINES HAVE BEEN
 EA0538'REALIGNED AND THE GROUNDS HAVE BEEN GRADED.  THE ABSENCE OF SALIENT
 EA0538'REFERENCE FEATURES HAVE RENDERED THIS STATION AS LOST.
 EA0538
 EA0538                          STATION RECOVERY (1995)
 EA0538
 EA0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0538'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  EXTENSIVE CONSTRUCTION
 EA0538'HAS OCCURRED AT THE AIRPORT AND IN THE VICINITY OF THE STATION A
 EA0538'TAXIWAY AND APRON HAVE BEEN REMOVED, THE POWER LINES HAVE BEEN
 EA0538'REALIGNED AND THE GROUNDS HAVE BEEN GRADED.  THE ABSENCE OF SALIENT
 EA0538'REFERENCE FEATURES HAVE RENDERED THIS STATION AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1296 ***********************************************************************
 EA1296  SACS        -  This is a Secondary Airport Control Station.
 EA1296  DESIGNATION -  AIRPORT RM 4
 EA1296  PID         -  EA1296
 EA1296  STATE/COUNTY-  NC/NEW HANOVER
 EA1296  USGS QUAD   -  CASTLE HAYNE (1980)
 EA1296
 EA1296                         *CURRENT SURVEY CONTROL
 EA1296  ___________________________________________________________________
 EA1296* NAD 83(2007)-  34 16 15.19742(N)    077 54 39.75012(W)     ADJUSTED  
 EA1296* NAVD 88     -         8.872  (meters)      29.11   (feet)  ADJUSTED  
 EA1296  ___________________________________________________________________
 EA1296  EPOCH DATE  -        2002.00
 EA1296  X           -   1,105,031.616 (meters)                     COMP
 EA1296  Y           -  -5,159,362.827 (meters)                     COMP
 EA1296  Z           -   3,571,302.164 (meters)                     COMP
 EA1296  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 EA1296  ELLIP HEIGHT-         -27.871 (meters)          (02/10/07) ADJUSTED
 EA1296  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 EA1296  DYNAMIC HT  -           8.863 (meters)      29.08  (feet)  COMP
 EA1296
 EA1296  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1296  Type    PID    Designation                      North   East  Ellip
 EA1296  -------------------------------------------------------------------
 EA1296  NETWORK EA1296 AIRPORT RM 4                      0.22   0.18   1.16
 EA1296  -------------------------------------------------------------------
 EA1296  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 EA1296
 EA1296  VERT ORDER  -  SECOND    CLASS II
 EA1296
 EA1296.This mark is at New Hanover Intl Airport (ILM)
 EA1296
 EA1296.The horizontal coordinates were established by GPS observations
 EA1296.and adjusted by the National Geodetic Survey in February 2007.
 EA1296
 EA1296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1296.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1296.The horizontal coordinates are valid at the epoch date displayed above.
 EA1296.The epoch date for horizontal control is a decimal equivalence
 EA1296.of Year/Month/Day.
 EA1296
 EA1296.The orthometric height was determined by differential leveling
 EA1296.and adjusted in July 1999.
 EA1296
 EA1296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1296
 EA1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1296
 EA1296.The ellipsoidal height was determined by GPS observations
 EA1296.and is referenced to NAD 83.
 EA1296
 EA1296.The geoid height was determined by GEOID03.
 EA1296
 EA1296.The dynamic height is computed by dividing the NAVD 88
 EA1296.geopotential number by the normal gravity value computed on the
 EA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1296.degrees latitude (g = 980.6199 gals.).
 EA1296
 EA1296.The modeled gravity was interpolated from observed gravity values.
 EA1296
 EA1296;                    North         East     Units Scale Factor Converg.
 EA1296;SPC NC       -    58,334.560   709,883.712   MT  1.00001788   +0 37 42.7
 EA1296;SPC NC       -   191,385.97  2,329,010.15   sFT  1.00001788   +0 37 42.7
 EA1296;UTM  18      - 3,796,028.088   231,985.442   MT  1.00048554   -1 38 24.7
 EA1296
 EA1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1296!SPC NC       -   1.00000438  x   1.00001788  =   1.00002226
 EA1296!UTM  18      -   1.00000438  x   1.00048554  =   1.00048992
 EA1296
 EA1296                          SUPERSEDED SURVEY CONTROL
 EA1296
 EA1296  NAD 83(2001)-  34 16 15.19770(N)    077 54 39.74955(W) AD(       ) 1
 EA1296  ELLIP H (07/14/03)  -27.862  (m)                       GP(       ) 4 1
 EA1296  NAD 83(1995)-  34 16 15.19789(N)    077 54 39.74854(W) AD(       ) 1
 EA1296  ELLIP H (07/10/98)  -27.871  (m)                       GP(       ) 4 1
 EA1296  NAVD 88 (07/10/98)    8.87   (m)           29.1    (f) LEVELING    3  
 EA1296
 EA1296.Superseded values are not recommended for survey control.
 EA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1296.See file dsdata.txt to determine how the superseded data were derived.
 EA1296
 EA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3198596028(NAD 83)
 EA1296_MARKER: DR = REFERENCE MARK DISK
 EA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1296_STAMPING: AIRPORT NO 4
 EA1296_MARK LOGO: NGS   
 EA1296_PROJECTION: FLUSH
 EA1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1296+STABILITY: SURFACE MOTION
 EA1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1296+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1995
 EA1296
 EA1296  HISTORY     - Date     Condition        Report By
 EA1296  HISTORY     - 1981     MONUMENTED       NGS
 EA1296  HISTORY     - 19950131 GOOD             NCGS
 EA1296  HISTORY     - 19950131 GOOD             NCGS
 EA1296  HISTORY     - 19980718 GOOD             NGS
 EA1296
 EA1296                          STATION DESCRIPTION
 EA1296
 EA1296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EA1296'STATION IS AT THE NEW HANOVER INTERNATIONAL AIRPORT. ALONG AIRPORT
 EA1296'BOULEVARD 0.2 MI (0.3 KM) NORTH FROM SR 1302 (23RD STREET) TO GARDNER
 EA1296'DRIVE, THENCE 0.2 MI (0.3 KM) NORTH ALONG GARDNER DRIVE TO HEWLETT
 EA1296'DRIVE, THENCE 0.4 MI (0.6 KM) EAST ALONG HEWLETT DRIVE TO TRASK AND
 EA1296'HALL DRIVE INTERSECTION, IN THE SOUTHEAST QUADRANT, NEAR SOUTHWEST
 EA1296'CORNER OF METAL HANGAR. MARK IS 45.0 FT (13.7 M) SOUTH OF THE
 EA1296'CENTERLINE OF HEWLETT DRIVE, 107 FT (32.6 M) SOUTH OF THE SOUTHWEST
 EA1296'CORNER OF HANGAR, 140 FT (42.7 M) WEST OF CENTER OF GATE, 118.0 FT
 EA1296'(36.0 M) EAST OF THE CENTERLINE OF HALL DRIVE, 76.3 FT (23.3 M)
 EA1296'EAST-NORTHEAST OF A FIRE HYDRANT--AND 130.1 FT (39.7 M) WEST OF A
 EA1296'LIGHT POLE, 166.1 FT (50.6 M) SOUTHEAST OF A POWER POLE--BOTH WITH
 EA1296'REFERENCE TAGS. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 EA1296'CONTROL STATION.
 EA1296
 EA1296                          STATION RECOVERY (1995)
 EA1296
 EA1296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EA1296'STATION IS AT THE NEW HANOVER INTERNATIONAL AIRPORT. ALONG AIRPORT
 EA1296'BOULEVARD 0.2 MI (0.3 KM) NORTH FROM SR 1302 (23RD STREET) TO GARDNER
 EA1296'DRIVE, THENCE 0.2 MI (0.3 KM) NORTH ALONG GARDNER DRIVE TO HEWLETT
 EA1296'DRIVE, THENCE 0.4 MI (0.6 KM) EAST ALONG HEWLETT DRIVE TO TRASH AND
 EA1296'HALL DRIVE INTERSECTION, IN THE SOUTHEAST QUADRANT, NEAR SOUTHWEST
 EA1296'CORNER OF METAL HANGAR. MARK IS 45.0 FT (13.7 M) SOUTH OF THE
 EA1296'CENTERLINE OF HEWLETT DRIVE, 107 FT (32.6 M) SOUTH OF THE SOUTHWEST
 EA1296'CORNER OF HANGAR, 140 FT (42.7 M) WEST OF CENTER OF GATE, 118.0 FT
 EA1296'(36.0 M) EAST OF THE CENTERLINE OF TRASH DRIVE, 76.3 FT (23.3 M)
 EA1296'EAST-NORTHEAST OF A FIRE HYDRANT--AND 130.1 FT (39.7 M) WEST OF A
 EA1296'LIGHT POLE, 166.1 FT (50.6 M) SOUTHEAST OF A POWER POLE--BOTH WITH A
 EA1296'REFERENCE TAGS.
 EA1296
 EA1296                          STATION RECOVERY (1998)
 EA1296
 EA1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (HSK)
 EA1296'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4186 ***********************************************************************
 AH4186  DESIGNATION -  AIRVIEW
 AH4186  PID         -  AH4186
 AH4186  STATE/COUNTY-  NC/SURRY
 AH4186  USGS QUAD   -  DOBSON (1994)
 AH4186
 AH4186                         *CURRENT SURVEY CONTROL
 AH4186  ___________________________________________________________________
 AH4186* NAD 83(2007)-  36 29 05.87995(N)    080 37 55.20424(W)     ADJUSTED  
 AH4186* NAVD 88     -       339.9    (meters)    1115.     (feet)  VERTCON   
 AH4186  ___________________________________________________________________
 AH4186  EPOCH DATE  -        2002.00
 AH4186  X           -     835,756.499 (meters)                     COMP
 AH4186  Y           -  -5,065,953.980 (meters)                     COMP
 AH4186  Z           -   3,771,775.810 (meters)                     COMP
 AH4186  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AH4186  ELLIP HEIGHT-         306.762 (meters)          (02/10/07) ADJUSTED
 AH4186  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AH4186
 AH4186  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4186  Type    PID    Designation                      North   East  Ellip
 AH4186  -------------------------------------------------------------------
 AH4186  NETWORK AH4186 AIRVIEW                           0.69   0.53   1.25
 AH4186  -------------------------------------------------------------------
 AH4186
 AH4186.The horizontal coordinates were established by GPS observations
 AH4186.and adjusted by the National Geodetic Survey in February 2007.
 AH4186
 AH4186.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4186.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4186.The horizontal coordinates are valid at the epoch date displayed above.
 AH4186.The epoch date for horizontal control is a decimal equivalence
 AH4186.of Year/Month/Day.
 AH4186
 AH4186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4186
 AH4186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4186
 AH4186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4186
 AH4186.The ellipsoidal height was determined by GPS observations
 AH4186.and is referenced to NAD 83.
 AH4186
 AH4186.The geoid height was determined by GEOID03.
 AH4186
 AH4186;                    North         East     Units Scale Factor Converg.
 AH4186;SPC NC       -   304,617.861   463,351.499   MT  1.00010441   -0 56 31.0
 AH4186;SPC NC       -   999,400.43  1,520,179.04   sFT  1.00010441   -0 56 31.0
 AH4186;UTM  17      - 4,037,803.471   532,962.668   MT  0.99961339   +0 13 07.7
 AH4186
 AH4186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4186!SPC NC       -   0.99995186  x   1.00010441  =   1.00005626
 AH4186!UTM  17      -   0.99995186  x   0.99961339  =   0.99956527
 AH4186
 AH4186                          SUPERSEDED SURVEY CONTROL
 AH4186
 AH4186  NAD 83(2001)-  36 29 05.88054(N)    080 37 55.20424(W) AD(       ) 1
 AH4186  ELLIP H (03/13/03)  306.728  (m)                       GP(       ) 4 2
 AH4186  NAD 83(1986)-  36 29 05.88786(N)    080 37 55.21013(W) AD(       ) 1
 AH4186  NGVD 29 (10/14/98)  340.1    (m)         1116.     (f) GPS OBS     3  
 AH4186
 AH4186.Superseded values are not recommended for survey control.
 AH4186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4186.See file dsdata.txt to determine how the superseded data were derived.
 AH4186
 AH4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3296337803(NAD 83)
 AH4186_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4186_STAMPING: AIRVIEW 1988
 AH4186_MARK LOGO: NCGS  
 AH4186_PROJECTION: FLUSH
 AH4186_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4186+STABILITY: SURFACE MOTION
 AH4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4186+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AH4186
 AH4186  HISTORY     - Date     Condition        Report By
 AH4186  HISTORY     - 1988     MONUMENTED       NCGS
 AH4186
 AH4186                          STATION DESCRIPTION
 AH4186
 AH4186'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AH4186'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) SOUTHWEST OF MT. AIRY AND
 AH4186'1.6 KM (1.00 MI) SOUTH OF TOAST. ALONG SR 1394 (FRANKLIN ROAD) FOR 1.8
 AH4186'KM (1.10 MI) SOUTH FROM NC 89 (IN TOAST), AT SR 1379 (AIRVIEW ROAD),
 AH4186'ABOUT 200-FEET SOUTH FROM THE T-INTERSECTION, IN THE NORTHEAST CORNER
 AH4186'OF A YARD. MARK IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH THE
 AH4186'ROAD.  LOCATED 5.8 M (19.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AH4186'ROAD, 60.7 M (199.1 FT) SOUTH OF THE CENTERLINE OF T-INTERSECTION,
 AH4186'17.3 M (56.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 AH4186'HOUSE, 8.0 M (26.2 FT) EAST-SOUTHEAST OF AN 8-INCH WHITE PINE--AND 3.5
 AH4186'M (11.5 FT) SOUTH OF A POWER POLE, 23.2 M (76.1 FT) NORTH OF A POWER
 AH4186'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2511 ***********************************************************************
 FY2511  DESIGNATION -  AIRWAY BEACON 47
 FY2511  PID         -  FY2511
 FY2511  STATE/COUNTY-  NC/VANCE
 FY2511  USGS QUAD   -  SOUTH HILL SE (1990)
 FY2511
 FY2511                         *CURRENT SURVEY CONTROL
 FY2511  ___________________________________________________________________
 FY2511* NAD 83(2001)-  36 32 51.16414(N)    078 03 26.87220(W)     ADJUSTED  
 FY2511* NAVD 88     -              **(meters)            **(feet)            
 FY2511  ___________________________________________________________________
 FY2511  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 FY2511  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 FY2511  HORZ ORDER  -  THIRD
 FY2511
 FY2511.The horizontal coordinates were established by classical geodetic methods
 FY2511.and adjusted by the National Geodetic Survey in August 2005.
 FY2511
 FY2511
 FY2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2511
 FY2511.The geoid height was determined by GEOID03.
 FY2511
 FY2511;                    North         East     Units Scale Factor Converg.
 FY2511;SPC NC       -   310,761.448   694,001.942   MT  1.00012860   +0 32 38.4
 FY2511;SPC NC       - 1,019,556.52  2,276,904.70   sFT  1.00012860   +0 32 38.4
 FY2511;SPC VA S     - 1,023,865.208 3,539,624.706   MT  1.00004699   +0 16 06.9
 FY2511;SPC VA S     - 3,359,131.10 11,612,918.72   sFT  1.00004699   +0 16 06.9
 FY2511;UTM  17      - 4,048,711.694   763,392.302   MT  1.00045482   +1 45 11.7
 FY2511;UTM  18      - 4,049,032.840   226,317.363   MT  1.00052293   -1 49 18.5
 FY2511
 FY2511                          SUPERSEDED SURVEY CONTROL
 FY2511
 FY2511  NAD 83(1993)-  36 32 51.16448(N)    078 03 26.87336(W) AD(       ) 4
 FY2511  NAD 83(1986)-  36 32 51.16041(N)    078 03 26.88217(W) AD(       ) 4
 FY2511  NAD 27      -  36 32 50.63700(N)    078 03 27.90800(W) AD(       ) 3
 FY2511
 FY2511.Superseded values are not recommended for survey control.
 FY2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2511.See file dsdata.txt to determine how the superseded data were derived.
 FY2511
 FY2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6339248712(NAD 83)
 FY2511_MARKER: 22 = AIRWAY BEACON
 FY2511
 FY2511  HISTORY     - Date     Condition        Report By
 FY2511  HISTORY     - 1933     FIRST OBSERVED   CGS
 FY2511
 FY2511                          STATION DESCRIPTION
 FY2511
 FY2511'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3991 ***********************************************************************
 AH3991  DESIGNATION -  AIRYGAP
 AH3991  PID         -  AH3991
 AH3991  STATE/COUNTY-  NC/SURRY
 AH3991  USGS QUAD   -  BOTTOM (1994)
 AH3991
 AH3991                         *CURRENT SURVEY CONTROL
 AH3991  ___________________________________________________________________
 AH3991* NAD 83(2007)-  36 29 02.84702(N)    080 45 01.81069(W)     ADJUSTED  
 AH3991* NAVD 88     -       364.5    (meters)    1196.     (feet)  VERTCON   
 AH3991  ___________________________________________________________________
 AH3991  EPOCH DATE  -        2002.00
 AH3991  X           -     825,289.204 (meters)                     COMP
 AH3991  Y           -  -5,067,746.153 (meters)                     COMP
 AH3991  Z           -   3,771,715.318 (meters)                     COMP
 AH3991  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AH3991  ELLIP HEIGHT-         331.449 (meters)          (02/10/07) ADJUSTED
 AH3991  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH3991
 AH3991  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH3991  Type    PID    Designation                      North   East  Ellip
 AH3991  -------------------------------------------------------------------
 AH3991  NETWORK AH3991 AIRYGAP                           0.49   0.43   1.14
 AH3991  -------------------------------------------------------------------
 AH3991
 AH3991.The horizontal coordinates were established by GPS observations
 AH3991.and adjusted by the National Geodetic Survey in February 2007.
 AH3991
 AH3991.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH3991.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH3991.The horizontal coordinates are valid at the epoch date displayed above.
 AH3991.The epoch date for horizontal control is a decimal equivalence
 AH3991.of Year/Month/Day.
 AH3991
 AH3991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3991
 AH3991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3991
 AH3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3991
 AH3991.The ellipsoidal height was determined by GPS observations
 AH3991.and is referenced to NAD 83.
 AH3991
 AH3991.The geoid height was determined by GEOID03.
 AH3991
 AH3991;                    North         East     Units Scale Factor Converg.
 AH3991;SPC NC       -   304,705.298   452,731.525   MT  1.00010409   -1 00 37.2
 AH3991;SPC NC       -   999,687.30  1,485,336.68   sFT  1.00010409   -1 00 37.2
 AH3991;UTM  17      - 4,037,676.008   522,348.354   MT  0.99960615   +0 08 54.1
 AH3991
 AH3991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3991!SPC NC       -   0.99994798  x   1.00010409  =   1.00005207
 AH3991!UTM  17      -   0.99994798  x   0.99960615  =   0.99955416
 AH3991
 AH3991:                Primary Azimuth Mark                     Grid Az
 AH3991:SPC NC       -  AIRYGAP AZ MK                            268 13 51.3
 AH3991:UTM  17      -  AIRYGAP AZ MK                            267 04 20.0
 AH3991
 AH3991|---------------------------------------------------------------------|
 AH3991| PID    Reference Object                     Distance      Geod. Az  |
 AH3991|                                                           dddmmss.s |
 AH3991| AH3992 AIRYGAP AZ MK                       APPROX. 0.6 KM 2671314.1 |
 AH3991|---------------------------------------------------------------------|
 AH3991
 AH3991                          SUPERSEDED SURVEY CONTROL
 AH3991
 AH3991  NAD 83(2001)-  36 29 02.84753(N)    080 45 01.81060(W) AD(       ) 1
 AH3991  ELLIP H (03/13/03)  331.424  (m)                       GP(       ) 4 2
 AH3991  NAD 83(1986)-  36 29 02.85481(N)    080 45 01.81703(W) AD(       ) 1
 AH3991  NGVD 29 (10/14/98)  364.6    (m)         1196.     (f) GPS OBS     3  
 AH3991
 AH3991.Superseded values are not recommended for survey control.
 AH3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3991.See file dsdata.txt to determine how the superseded data were derived.
 AH3991
 AH3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2234837676(NAD 83)
 AH3991_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3991_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH3991+WITH SETTING: PAVEMENT
 AH3991_SP_SET: FLOOR OF OVERPASS
 AH3991_STAMPING: AIRYGAP 1986
 AH3991_MARK LOGO: NCGS  
 AH3991_PROJECTION: FLUSH
 AH3991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3991+STABILITY: SURFACE MOTION
 AH3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3991+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AH3991
 AH3991  HISTORY     - Date     Condition        Report By
 AH3991  HISTORY     - 1986     MONUMENTED       NCGS
 AH3991
 AH3991                          STATION DESCRIPTION
 AH3991
 AH3991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3991'STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTH-NORTHWEST OF DOBSON,
 AH3991'AND ABOUT 13.0 KM (8.05 MI) WEST OF MT. AIRY. AT THE I-77 OVERPASS OF
 AH3991'NC 89 (AN INTERCHANGE), IN THE SOUTHEAST CORNER OF THE NORTHBOUND
 AH3991'CONCRETE BRIDGE FLOOR. MARK IS SET FLUSH IN A DRILL HOLE.  LOCATED 8.2
 AH3991'M (26.9 FT) EAST OF THE CENTERLINE OF NORTH BOUND LANE, AND 0.9 M (3.0
 AH3991'FT) WEST OF THE CONCRETE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3992 ***********************************************************************
 AH3992  DESIGNATION -  AIRYGAP AZ MK
 AH3992  PID         -  AH3992
 AH3992  STATE/COUNTY-  NC/SURRY
 AH3992  USGS QUAD   -  BOTTOM (1994)
 AH3992
 AH3992                         *CURRENT SURVEY CONTROL
 AH3992  ___________________________________________________________________
 AH3992* NAD 83(2001)-  36 29 01.95669(N)    080 45 24.50631(W)     ADJUSTED  
 AH3992* NAVD 88     -       381.1    (meters)    1250.     (feet)  VERTCON   
 AH3992  ___________________________________________________________________
 AH3992  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AH3992  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH3992  HORZ ORDER  -  SECOND
 AH3992
 AH3992.The horizontal coordinates were established by classical geodetic methods
 AH3992.and adjusted by the National Geodetic Survey in August 2005.
 AH3992
 AH3992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3992
 AH3992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3992
 AH3992.The geoid height was determined by GEOID03.
 AH3992
 AH3992;                    North         East     Units Scale Factor Converg.
 AH3992;SPC NC       -   304,687.835   452,166.141   MT  1.00010400   -1 00 50.3
 AH3992;SPC NC       -   999,630.01  1,483,481.75   sFT  1.00010400   -1 00 50.3
 AH3992;UTM  17      - 4,037,647.132   521,783.720   MT  0.99960585   +0 08 40.6
 AH3992
 AH3992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3992!SPC NC       -   0.99994538  x   1.00010400  =   1.00004937
 AH3992!UTM  17      -   0.99994538  x   0.99960585  =   0.99955125
 AH3992
 AH3992                          SUPERSEDED SURVEY CONTROL
 AH3992
 AH3992  NAD 83(1986)-  36 29 01.96445(N)    080 45 24.51277(W) AD(       ) 2
 AH3992  NGVD 29 (12/22/97)  381.2    (m)         1251.     (f) VERT ANG    3  
 AH3992
 AH3992.Superseded values are not recommended for survey control.
 AH3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3992.See file dsdata.txt to determine how the superseded data were derived.
 AH3992
 AH3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2178437647(NAD 83)
 AH3992_MARKER: DZ = AZIMUTH MARK DISK
 AH3992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3992_SP_SET: CONCRETE TRAFFIC ISLAND
 AH3992_STAMPING: AIRYGAP 1986
 AH3992_MARK LOGO: NCGS  
 AH3992_PROJECTION: FLUSH
 AH3992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3992
 AH3992  HISTORY     - Date     Condition        Report By
 AH3992  HISTORY     - 1986     MONUMENTED       NCGS
 AH3992
 AH3992                          STATION DESCRIPTION
 AH3992
 AH3992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3992'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTH-NORTHWEST OF DOBSON,
 AH3992'AND ABOUT 3.7 KM (2.30 MI) WEST OF MT. AIRY. ALONG NC 89 FOR 0.6 KM
 AH3992'(0.35 MI) WEST FROM THE MAIN STATION--AIRYGAP--, AT SR 1397, IN
 AH3992'CONCRETE TRAFFIC ISLAND ON NORTH SIDE OF THE CROSSROADS. MARK IS SET
 AH3992'FLUSH IN A DRILL HOLE AND LEVEL WITH HIGHWAY. LOCATED 12.0 M (39.4 FT)
 AH3992'NORTH OF THE CENTERLINE OF HIGHWAY, AND 4.1 M (13.5 FT) NORTH OF THE
 AH3992'SOUTH END OF TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9285 ***********************************************************************
 AH9285  DESIGNATION -  AIWW ROAN 1
 AH9285  PID         -  AH9285
 AH9285  STATE/COUNTY-  NC/DARE
 AH9285  USGS QUAD   -  MANTEO (1983)
 AH9285
 AH9285                         *CURRENT SURVEY CONTROL
 AH9285  ___________________________________________________________________
 AH9285* NAD 83(2007)-  35 53 39.74621(N)    075 38 15.80834(W)     ADJUSTED  
 AH9285* NAVD 88     -         2.165  (meters)       7.10   (feet)  ADJUSTED  
 AH9285  ___________________________________________________________________
 AH9285  EPOCH DATE  -        2002.00
 AH9285  X           -   1,283,136.087 (meters)                     COMP
 AH9285  Y           -  -5,011,180.450 (meters)                     COMP
 AH9285  Z           -   3,718,682.024 (meters)                     COMP
 AH9285  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AH9285  ELLIP HEIGHT-         -36.810 (meters)          (02/10/07) ADJUSTED
 AH9285  GEOID HEIGHT-         -38.98  (meters)                     GEOID03
 AH9285  DYNAMIC HT  -           2.163 (meters)       7.10  (feet)  COMP
 AH9285
 AH9285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9285  Type    PID    Designation                      North   East  Ellip
 AH9285  -------------------------------------------------------------------
 AH9285  NETWORK AH9285 AIWW ROAN 1                       0.43   0.37   1.63
 AH9285  -------------------------------------------------------------------
 AH9285  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 AH9285
 AH9285  VERT ORDER  -  THIRD
 AH9285
 AH9285.The horizontal coordinates were established by GPS observations
 AH9285.and adjusted by the National Geodetic Survey in February 2007.
 AH9285
 AH9285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9285.The horizontal coordinates are valid at the epoch date displayed above.
 AH9285.The epoch date for horizontal control is a decimal equivalence
 AH9285.of Year/Month/Day.
 AH9285
 AH9285.The orthometric height was determined by differential leveling
 AH9285.and adjusted in May 2000.
 AH9285.No vertical observational check was made to the station.
 AH9285
 AH9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9285
 AH9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9285
 AH9285.The ellipsoidal height was determined by GPS observations
 AH9285.and is referenced to NAD 83.
 AH9285
 AH9285.The geoid height was determined by GEOID03.
 AH9285
 AH9285.The dynamic height is computed by dividing the NAVD 88
 AH9285.geopotential number by the normal gravity value computed on the
 AH9285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9285.degrees latitude (g = 980.6199 gals.).
 AH9285
 AH9285.The modeled gravity was interpolated from observed gravity values.
 AH9285
 AH9285;                    North         East     Units Scale Factor Converg.
 AH9285;SPC NC       -   243,021.225   913,082.470   MT  0.99993537   +1 56 26.2
 AH9285;SPC NC       -   797,312.14  2,995,671.40   sFT  0.99993537   +1 56 26.2
 AH9285;UTM  18      - 3,972,420.876   442,446.481   MT  0.99964081   -0 22 26.1
 AH9285
 AH9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9285!SPC NC       -   1.00000578  x   0.99993537  =   0.99994115
 AH9285!UTM  18      -   1.00000578  x   0.99964081  =   0.99964659
 AH9285
 AH9285                          SUPERSEDED SURVEY CONTROL
 AH9285
 AH9285  NAD 83(2001)-  35 53 39.74656(N)    075 38 15.80768(W) AD(       ) 1
 AH9285  ELLIP H (03/13/03)  -36.804  (m)                       GP(       ) 4 2
 AH9285  NAD 83(1986)-  35 53 39.76415(N)    075 38 15.81585(W) AD(       ) 1
 AH9285  NAVD 88 (05/25/99)    2.17   (m)            7.1    (f) LEVELING    3  
 AH9285
 AH9285.Superseded values are not recommended for survey control.
 AH9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9285.See file dsdata.txt to determine how the superseded data were derived.
 AH9285
 AH9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4244672421(NAD 83)
 AH9285_MARKER: DB = BENCH MARK DISK
 AH9285_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9285_STAMPING: AIWW ROAN 1 78
 AH9285_MARK LOGO: USE   
 AH9285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH9285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9285+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1994
 AH9285
 AH9285  HISTORY     - Date     Condition        Report By
 AH9285  HISTORY     - 1978     MONUMENTED       USE
 AH9285  HISTORY     - 19941227 GOOD             NCGS
 AH9285  HISTORY     - 20060803 MARK NOT FOUND   GEOCAC
 AH9285
 AH9285                          STATION DESCRIPTION
 AH9285
 AH9285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9285'STATION IS LOCATED ON ROANOKE ISLAND AT THE OLD BRIDGE LANDING SITE ON
 AH9285'THE WEST SIDE OF ROANOKE SOUND. ALONG SERVICE ROAD (FROM THE WEST END
 AH9285'OF NEW HIGH-RISE BRIDGE OVER ROANOKE SOUND-US 64/264) FOR 0.1 MI (0.2
 AH9285'KM) EASTERLY TO THE PUBLIC-WILDLIFE-BOAT RAMP, THENCE NORTHERLY
 AH9285'APPROXIMATELY 150 FT (45.7 M) TO THE STATION, ON OLD ROAD BED AT
 AH9285'SEAWALL. THE STATION IS A US ARMY COE BRONZE DISK STAMPED---AIWW ROAN
 AH9285'1 78---, SET IN TOP OF A 4 INCH X 4.5 INCH CONCRETE POST. MARK IS
 AH9285'ABOUT 2-FEET HIGHER THAN THE SEAWALL, AND IS RECESSED 4 INCHES BELOW
 AH9285'THE GROUND. LOCATED 60.9 FT (18.6 M) NORTH OF COE STATION-ROAN NO. 2
 AH9285'78, 66.4 FT (20.2 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AH9285'NINTH CONCRETE PILE CAP FROM THE WEST END OF THE HIGH-RISE BRIDGE OVER
 AH9285'ROANOKE SOUND (US 64/264), 50.0 FT (15.2 M) NORTH OF A CARRIAGE BOLT
 AH9285'SET IN CONCRETE, 12.5 FT (3.8 M) SOUTHWEST OF THE SEAWALL, 14.9 FT
 AH9285'(4.5 M) WEST OF A PILING IN THE SEAWALL WITH REFERENCE TAG.
 AH9285
 AH9285                          STATION RECOVERY (2006)
 AH9285
 AH9285'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 AH9285'FOUND REF TAGS ON SEA WALL PILINGS, BUT THERE IS SUBSTANTIAL WASHOUT
 AH9285'BEHIND THE SEAWALL HERE AND THE AREA IS BLOCKED OFF WITH TEMPORARY
 AH9285'FENCING AT THIS TIME BECAUSE OF THIS.  GIVEN THE DESCRIBED DISTANCE
 AH9285'FROM THE SEAWALL, THIS MARK MAY HAVE BEEN WASHED OUT AS WELL, ALTHOUGH
 AH9285'NO REMAINS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9297 ***********************************************************************
 AH9297  DESIGNATION -  AIWW WAN 1
 AH9297  PID         -  AH9297
 AH9297  STATE/COUNTY-  NC/DARE
 AH9297  USGS QUAD   -  OREGON INLET (1983)
 AH9297
 AH9297                         *CURRENT SURVEY CONTROL
 AH9297  ___________________________________________________________________
 AH9297* NAD 83(2007)-  35 50 22.83204(N)    075 37 11.46517(W)     ADJUSTED  
 AH9297* NAVD 88     -         0.526  (meters)       1.73   (feet)  ADJUSTED  
 AH9297  ___________________________________________________________________
 AH9297  EPOCH DATE  -        2002.00
 AH9297  X           -   1,285,582.037 (meters)                     COMP
 AH9297  Y           -  -5,014,223.182 (meters)                     COMP
 AH9297  Z           -   3,713,762.796 (meters)                     COMP
 AH9297  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AH9297  ELLIP HEIGHT-         -38.433 (meters)          (02/10/07) ADJUSTED
 AH9297  GEOID HEIGHT-         -38.97  (meters)                     GEOID03
 AH9297  DYNAMIC HT  -           0.526 (meters)       1.73  (feet)  COMP
 AH9297
 AH9297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9297  Type    PID    Designation                      North   East  Ellip
 AH9297  -------------------------------------------------------------------
 AH9297  NETWORK AH9297 AIWW WAN 1                        0.63   0.55   2.21
 AH9297  -------------------------------------------------------------------
 AH9297  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 AH9297
 AH9297  VERT ORDER  -  THIRD
 AH9297
 AH9297.The horizontal coordinates were established by GPS observations
 AH9297.and adjusted by the National Geodetic Survey in February 2007.
 AH9297
 AH9297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9297.The horizontal coordinates are valid at the epoch date displayed above.
 AH9297.The epoch date for horizontal control is a decimal equivalence
 AH9297.of Year/Month/Day.
 AH9297
 AH9297.The orthometric height was determined by differential leveling
 AH9297.and adjusted in May 2000.
 AH9297.No vertical observational check was made to the station.
 AH9297
 AH9297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9297
 AH9297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9297
 AH9297.The ellipsoidal height was determined by GPS observations
 AH9297.and is referenced to NAD 83.
 AH9297
 AH9297.The geoid height was determined by GEOID03.
 AH9297
 AH9297.The dynamic height is computed by dividing the NAVD 88
 AH9297.geopotential number by the normal gravity value computed on the
 AH9297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9297.degrees latitude (g = 980.6199 gals.).
 AH9297
 AH9297.The modeled gravity was interpolated from observed gravity values.
 AH9297
 AH9297;                    North         East     Units Scale Factor Converg.
 AH9297;SPC NC       -   237,010.809   914,901.686   MT  0.99992513   +1 57 03.3
 AH9297;SPC NC       -   777,592.96  3,001,639.95   sFT  0.99992513   +1 57 03.3
 AH9297;UTM  18      - 3,966,343.669   444,021.060   MT  0.99963861   -0 21 46.6
 AH9297
 AH9297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9297!SPC NC       -   1.00000603  x   0.99992513  =   0.99993116
 AH9297!UTM  18      -   1.00000603  x   0.99963861  =   0.99964464
 AH9297
 AH9297|---------------------------------------------------------------------|
 AH9297| PID    Reference Object                     Distance      Geod. Az  |
 AH9297|                                                           dddmmss.s |
 AH9297| AH9296 OWENS                               333.277 METERS 27210     |
 AH9297|---------------------------------------------------------------------|
 AH9297
 AH9297                          SUPERSEDED SURVEY CONTROL
 AH9297
 AH9297  NAD 83(2001)-  35 50 22.83240(N)    075 37 11.46452(W) AD(       ) 1
 AH9297  ELLIP H (03/13/03)  -38.426  (m)                       GP(       ) 4 2
 AH9297  NAD 83(1986)-  35 50 22.84974(N)    075 37 11.47271(W) AD(       ) 1
 AH9297  NAVD 88 (05/25/99)    0.53   (m)            1.7    (f) LEVELING    3  
 AH9297
 AH9297.Superseded values are not recommended for survey control.
 AH9297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9297.See file dsdata.txt to determine how the superseded data were derived.
 AH9297
 AH9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4402166344(NAD 83)
 AH9297_MARKER: DB = BENCH MARK DISK
 AH9297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9297_SP_SET: BULKHEAD
 AH9297_STAMPING: AIWW WAN 1 78
 AH9297_MARK LOGO: USE   
 AH9297_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9297+STABILITY: SURFACE MOTION
 AH9297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9297+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 AH9297
 AH9297  HISTORY     - Date     Condition        Report By
 AH9297  HISTORY     - 1978     MONUMENTED       USE
 AH9297  HISTORY     - 19941121 GOOD             NCGS
 AH9297  HISTORY     - 20060803 GOOD             GEOCAC
 AH9297
 AH9297                          STATION DESCRIPTION
 AH9297
 AH9297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9297'STATION IS LOCATED ON ROANOKE ISLAND IN WANCHESE, AT THE WANCHESE FISH
 AH9297'HOUSE AND BOAT RAMP. ALONG NC 345-MILL LANDING ROAD FOR 1.2 MI (1.9
 AH9297'KM) SOUTHEAST FROM THE POST OFFICE IN WANCHESE, AT THE PUBLIC BOAT
 AH9297'RAMP AT WANCHESE FISH HOUSE, ON THE LEFT, IN A CONCRETE BULKHEAD.
 AH9297'STATION IS A STANDARD US ARMY COE BRONZE DISK STAMPED---AIWW WAN 1
 AH9297'78---SET FLUSH IN TOP OF A CONCRETE BULKHEAD. MARK IS ABOUT 1-FOOT
 AH9297'LOWER THAN NC 345, AND IS FLUSH WITH THE TOP OF CONCRETE BULKHEAD.
 AH9297'LOCATED 63.3 FT (19.3 M) EAST OF THE CENTERLINE OF NC 345, 80.9 FT
 AH9297'(24.7 M) SOUTH-SOUTHEAST OF COE STATION WAN NO.2 78, 9.0 FT (2.7 M)
 AH9297'NORTH OF THE NORTHEAST END OF BOAT RAMP, 12.0 FT (3.7 M) SOUTH OF THE
 AH9297'SOUTHWEST CORNER OF FISH HOUSE. NOTE--THE ENTIRE BULKHEAD IS SLOPED
 AH9297'DOWN 3 DEGREES TO THE EAST.
 AH9297
 AH9297                          STATION RECOVERY (2006)
 AH9297
 AH9297'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 AH9297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9298 ***********************************************************************
 AH9298  DESIGNATION -  AIWW WAN 2
 AH9298  PID         -  AH9298
 AH9298  STATE/COUNTY-  NC/DARE
 AH9298  USGS QUAD   -  OREGON INLET (1983)
 AH9298
 AH9298                         *CURRENT SURVEY CONTROL
 AH9298  ___________________________________________________________________
 AH9298* NAD 83(1986)-  35 50 23.     (N)    075 37 08.     (W)     SCALED    
 AH9298* NAVD 88     -         1.157  (meters)       3.80   (feet)  ADJUSTED  
 AH9298  ___________________________________________________________________
 AH9298  GEOID HEIGHT-         -38.97  (meters)                     GEOID03
 AH9298  DYNAMIC HT  -           1.156 (meters)       3.79  (feet)  COMP
 AH9298  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 AH9298
 AH9298  VERT ORDER  -  THIRD
 AH9298
 AH9298.The horizontal coordinates were scaled from a topographic map and have
 AH9298.an estimated accuracy of +/- 6 seconds.
 AH9298
 AH9298.The orthometric height was determined by differential leveling
 AH9298.and adjusted in May 2000.
 AH9298.No vertical observational check was made to the station.
 AH9298
 AH9298.The geoid height was determined by GEOID03.
 AH9298
 AH9298.The dynamic height is computed by dividing the NAVD 88
 AH9298.geopotential number by the normal gravity value computed on the
 AH9298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9298.degrees latitude (g = 980.6199 gals.).
 AH9298
 AH9298.The modeled gravity was interpolated from observed gravity values.
 AH9298
 AH9298;                    North         East    Units  Estimated Accuracy
 AH9298;SPC NC       -   237,020.      914,990.      MT  (+/- 180 meters Scaled)
 AH9298
 AH9298                          SUPERSEDED SURVEY CONTROL
 AH9298
 AH9298.No superseded survey control is available for this station.
 AH9298
 AH9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE441663(NAD 83)
 AH9298_MARKER: DB = BENCH MARK DISK
 AH9298_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9298_STAMPING: AIWW WAN 2 78
 AH9298_MARK LOGO: USE   
 AH9298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9298+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1994
 AH9298
 AH9298  HISTORY     - Date     Condition        Report By
 AH9298  HISTORY     - 1978     MONUMENTED       USE
 AH9298  HISTORY     - 19941121 GOOD             NCGS
 AH9298
 AH9298                          STATION DESCRIPTION
 AH9298
 AH9298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AH9298'STATION IS LOCATED ON ROANOKE ISLAND IN WANCHESE, AT THE WANCHESE FISH
 AH9298'HOUSE. ALONG NC 345-MILL LANDING ROAD FOR 1.2 MI (1.9 KM)
 AH9298'SOUTHEASTERLY FROM THE POST OFFICE IN WANCHESE, AT THE WANCHESE FISH
 AH9298'HOUSE, ON THE LEFT. STATION IS A STANDARD COE BRONZE DISK
 AH9298'STAMPED---AIWW WAN 2 78---, SET IN TOP OF A CONCRETE POST EMBEDED IN
 AH9298'THE GROUND. MARK IS ABOUT 1-FOOT LOWER THAN NC 345, AND IS RECESSED 3
 AH9298'INCHES BELOW THE GROUND. LOCATED 33.0 FT (10.1 M) EAST-SOUTHEAST OF
 AH9298'THE CENTERLINE OF NC 345, 1.5 FT (0.5 M) SOUTHWEST OF A POWER POLE
 AH9298'(NO.Q2116CA88), 11.0 FT (3.4 M) WEST-SOUTHWEST OF A MANHOLE, 48.0 FT
 AH9298'(14.6 M) NORTHWEST OF OLD FISH HOUSE CORNER, 80.9 FT (24.7 M)
 AH9298'NORTH-NORTHWEST OF WAN 1 78.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8031 ***********************************************************************
 AF8031  DESIGNATION -  AJAY
 AF8031  PID         -  AF8031
 AF8031  STATE/COUNTY-  NC/NASH
 AF8031  USGS QUAD   -  MIDDLESEX (1978)
 AF8031
 AF8031                         *CURRENT SURVEY CONTROL
 AF8031  ___________________________________________________________________
 AF8031* NAD 83(2001)-  35 51 36.49417(N)    078 11 02.44210(W)     ADJUSTED  
 AF8031* NAVD 88     -        84.2    (meters)     276.     (feet)  VERTCON   
 AF8031  ___________________________________________________________________
 AF8031  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AF8031  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AF8031  HORZ ORDER  -  SECOND
 AF8031
 AF8031.The horizontal coordinates were established by classical geodetic methods
 AF8031.and adjusted by the National Geodetic Survey in August 2005.
 AF8031
 AF8031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8031
 AF8031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8031
 AF8031.The geoid height was determined by GEOID03.
 AF8031
 AF8031;                    North         East     Units Scale Factor Converg.
 AF8031;SPC NC       -   234,385.642   683,297.352   MT  0.99992885   +0 28 15.5
 AF8031;SPC NC       -   768,980.23  2,241,784.73   sFT  0.99992885   +0 28 15.5
 AF8031;UTM  17      - 3,972,098.055   754,278.096   MT  1.00039680   +1 39 01.9
 AF8031
 AF8031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8031!SPC NC       -   0.99999216  x   0.99992885  =   0.99992101
 AF8031!UTM  17      -   0.99999216  x   1.00039680  =   1.00038896
 AF8031
 AF8031                          SUPERSEDED SURVEY CONTROL
 AF8031
 AF8031  NAD 83(1986)-  35 51 36.50098(N)    078 11 02.45340(W) AD(       ) 2
 AF8031  NGVD 29 (06/05/98)   84.5    (m)          277.     (f) VERT ANG    3  
 AF8031
 AF8031.Superseded values are not recommended for survey control.
 AF8031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8031.See file dsdata.txt to determine how the superseded data were derived.
 AF8031
 AF8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5427872098(NAD 83)
 AF8031_MARKER: DE = TRAVERSE STATION DISK
 AF8031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8031_STAMPING: AJAY 1983
 AF8031_MARK LOGO: NCGS  
 AF8031_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8031+STABILITY: SURFACE MOTION
 AF8031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8031+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AF8031
 AF8031  HISTORY     - Date     Condition        Report By
 AF8031  HISTORY     - 1983     MONUMENTED       NCGS
 AF8031  HISTORY     - 20050417 GOOD             USPSQD
 AF8031
 AF8031                          STATION DESCRIPTION
 AF8031
 AF8031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8031'STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) WEST OF SAMARIA AND 11.6 KM
 AF8031'(7.20 MI) SOUTHWEST OF SPRING HOPE.  ALONG NC 97 FOR 0.5 KM (0.30 MI)
 AF8031'WEST FROM NC 231 (IN SAMARIA), AT A DRIVEWAY TO W.H. BRYANT RESIDENCE,
 AF8031'OR 0.7 KM (0.45 MI) EAST FROM SR 1151. MARK IS RECESSED 4 INCHES BELOW
 AF8031'GROUND AND IS LEVEL WITH THE HIGHWAY. LOCATED 5.1 M (16.7 FT) NORTH OF
 AF8031'THE CENTERLINE OF THE HIGHWAY, 35.8 M (117.5 FT) NORTHWEST OF THE
 AF8031'NORTHWEST PORCH CORNER, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE
 AF8031'CENTERLINE INTERSECTION OF THE HIGHWAY AND DRIVEWAY, AND 1.6 M (5.2
 AF8031'FT) WEST OF A MAILBOX POST WITH A REFERENCE TAG.
 AF8031
 AF8031                          STATION RECOVERY (2005)
 AF8031
 AF8031'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8031'MAIL BOX WITH REFERENCE TAG IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3110 ***********************************************************************
 FA3110  DESIGNATION -  AKERS
 FA3110  PID         -  FA3110
 FA3110  STATE/COUNTY-  NC/GASTON
 FA3110  USGS QUAD   -  GASTONIA NORTH (1993)
 FA3110
 FA3110                         *CURRENT SURVEY CONTROL
 FA3110  ___________________________________________________________________
 FA3110* NAD 83(2001)-  35 15 42.08615(N)    081 08 51.84510(W)     ADJUSTED  
 FA3110* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 FA3110  ___________________________________________________________________
 FA3110  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 FA3110  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FA3110  HORZ ORDER  -  SECOND
 FA3110
 FA3110.The horizontal coordinates were established by classical geodetic methods
 FA3110.and adjusted by the National Geodetic Survey in August 2005.
 FA3110
 FA3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3110
 FA3110.Photographs are available for this station.
 FA3110
 FA3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3110
 FA3110.The geoid height was determined by GEOID03.
 FA3110
 FA3110;                    North         East     Units Scale Factor Converg.
 FA3110;SPC NC       -   169,805.567   414,204.841   MT  0.99987261   -1 14 22.6
 FA3110;SPC NC       -   557,103.76  1,358,937.05   sFT  0.99987261   -1 14 22.6
 FA3110;UTM  17      - 3,902,074.186   486,562.015   MT  0.99960223   -0 05 07.0
 FA3110
 FA3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3110!SPC NC       -   0.99996572  x   0.99987261  =   0.99983834
 FA3110!UTM  17      -   0.99996572  x   0.99960223  =   0.99956797
 FA3110
 FA3110:                Primary Azimuth Mark                     Grid Az
 FA3110:SPC NC       -  UNION                                    276 19 50.6
 FA3110:UTM  17      -  UNION                                    275 10 35.0
 FA3110
 FA3110|---------------------------------------------------------------------|
 FA3110| PID    Reference Object                     Distance      Geod. Az  |
 FA3110|                                                           dddmmss.s |
 FA3110| FA3150 UNION                               APPROX. 1.1 KM 2750528.0 |
 FA3110|---------------------------------------------------------------------|
 FA3110
 FA3110                          SUPERSEDED SURVEY CONTROL
 FA3110
 FA3110  NAD 83(1986)-  35 15 42.10408(N)    081 08 51.85082(W) AD(       ) 2
 FA3110  NAD 27      -  35 15 41.60587(N)    081 08 52.57495(W) AD(       ) 2
 FA3110  NGVD 29 (07/19/86)  249.8    (m)          820.     (f) VERT ANG    3  
 FA3110
 FA3110.Superseded values are not recommended for survey control.
 FA3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3110.See file dsdata.txt to determine how the superseded data were derived.
 FA3110
 FA3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8656202074(NAD 83)
 FA3110_MARKER: DE = TRAVERSE STATION DISK
 FA3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3110_STAMPING: AKERS 1964
 FA3110_MARK LOGO: NCGS  
 FA3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3110+STABILITY: SURFACE MOTION
 FA3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3110+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 FA3110
 FA3110  HISTORY     - Date     Condition        Report By
 FA3110  HISTORY     - 1964     MONUMENTED       NCGS
 FA3110  HISTORY     - 1989     GOOD             USPSQD
 FA3110  HISTORY     - 19991203 GOOD             USPSQD
 FA3110  HISTORY     - 20010331 GOOD             NGS
 FA3110  HISTORY     - 20030220 GOOD             NGS
 FA3110  HISTORY     - 20040924 GOOD             USPSQD
 FA3110  HISTORY     - 20060110 GOOD             USPSQD
 FA3110
 FA3110                          STATION DESCRIPTION
 FA3110
 FA3110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3110'AKERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3110'THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3110'
 FA3110'AKERS IS 2 MILES EAST OF GASTONIA.  LOCATED 0.1 MILE EAST ALONG
 FA3110'FRANKLIN ST. (U.S. 29 AND 74) FROM VISTA ST..  0.8 MILES WEST ALONG
 FA3110'FRANKLIN STREET FROM COX RD.  ON NORTH SIDE OF FRANKLIN ST., AT
 FA3110'THE NORTHWEST CORNER OF BRIDGE ON FRANKLIN ST. (U.S. 29 AND 74)
 FA3110'OVER CONNECTING ROAD TO I-85.
 FA3110'
 FA3110'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3110'AKERS 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3110'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3110'
 FA3110'MARK IS 5.1 FT W OF NW BRIDGE RAIL
 FA3110'
 FA3110'3.0 FT N OF CURB
 FA3110'
 FA3110'27.0 FT N OF C/L OF U.S. 29 AND 74 WEST LANE
 FA3110
 FA3110                          STATION RECOVERY (1989)
 FA3110
 FA3110'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA3110'RECOVERED IN GOOD CONDITION.
 FA3110
 FA3110                          STATION RECOVERY (1999)
 FA3110
 FA3110'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3110'RECOVERED IN GOOD CONDITION.
 FA3110
 FA3110                          STATION RECOVERY (2001)
 FA3110
 FA3110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA3110
 FA3110                          STATION RECOVERY (2003)
 FA3110
 FA3110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FA3110'STATION IS 19 FT EAST FROM POWER POLE.
 FA3110
 FA3110                          STATION RECOVERY (2004)
 FA3110
 FA3110'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3110'RECOVERED IN GOOD CONDITION.
 FA3110
 FA3110                          STATION RECOVERY (2006)
 FA3110
 FA3110'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA3110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4056 ***********************************************************************
 FB4056  DESIGNATION -  AKERS
 FB4056  PID         -  FB4056
 FB4056  STATE/COUNTY-  NC/CLAY
 FB4056  USGS QUAD   -  HAYESVILLE (1987)
 FB4056
 FB4056                         *CURRENT SURVEY CONTROL
 FB4056  ___________________________________________________________________
 FB4056* NAD 83(2007)-  35 04 29.82612(N)    083 46 56.72538(W)     ADJUSTED  
 FB4056* NAVD 88     -       566.6    (meters)    1859.     (feet)  VERTCON   
 FB4056  ___________________________________________________________________
 FB4056  EPOCH DATE  -        2002.00
 FB4056  X           -     566,008.502 (meters)                     COMP
 FB4056  Y           -  -5,195,352.481 (meters)                     COMP
 FB4056  Z           -   3,644,984.541 (meters)                     COMP
 FB4056  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 FB4056  ELLIP HEIGHT-         538.262 (meters)          (02/10/07) ADJUSTED
 FB4056  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 FB4056
 FB4056  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4056  Type    PID    Designation                      North   East  Ellip
 FB4056  -------------------------------------------------------------------
 FB4056  NETWORK FB4056 AKERS                             2.37   1.80   4.74
 FB4056  -------------------------------------------------------------------
 FB4056
 FB4056.The horizontal coordinates were established by GPS observations
 FB4056.and adjusted by the National Geodetic Survey in February 2007.
 FB4056
 FB4056.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4056.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4056.The horizontal coordinates are valid at the epoch date displayed above.
 FB4056.The epoch date for horizontal control is a decimal equivalence
 FB4056.of Year/Month/Day.
 FB4056
 FB4056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4056
 FB4056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4056
 FB4056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4056
 FB4056.The ellipsoidal height was determined by GPS observations
 FB4056.and is referenced to NAD 83.
 FB4056
 FB4056.The geoid height was determined by GEOID03.
 FB4056
 FB4056;                    North         East     Units Scale Factor Converg.
 FB4056;SPC NC       -   157,480.228   173,643.173   MT  0.99987733   -2 45 37.0
 FB4056;SPC NC       -   516,666.38    569,694.31   sFT  0.99987733   -2 45 37.0
 FB4056;UTM  17      - 3,884,896.575   246,296.833   MT  1.00039334   -1 35 59.2
 FB4056
 FB4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4056!SPC NC       -   0.99991552  x   0.99987733  =   0.99979286
 FB4056!UTM  17      -   0.99991552  x   1.00039334  =   1.00030883
 FB4056
 FB4056                          SUPERSEDED SURVEY CONTROL
 FB4056
 FB4056  NAD 83(2001)-  35 04 29.82730(N)    083 46 56.72630(W) AD(       ) 1
 FB4056  ELLIP H (03/27/03)  538.223  (m)                       GP(       ) 4 2
 FB4056  NAD 83(1995)-  35 04 29.82718(N)    083 46 56.72568(W) AD(       ) 1
 FB4056  NAD 83(1986)-  35 04 29.83386(N)    083 46 56.72703(W) AD(       ) 1
 FB4056  ELLIP H (05/28/93)  538.128  (m)                       GP(       ) 4 2
 FB4056  NGVD 29 (05/28/93)  566.6    (m)         1859.     (f) GPS OBS     3  
 FB4056
 FB4056.Superseded values are not recommended for survey control.
 FB4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4056.See file dsdata.txt to determine how the superseded data were derived.
 FB4056
 FB4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4629784897(NAD 83)
 FB4056_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4056_SP_SET: CONCRETE POST
 FB4056_STAMPING: AKERS 1988
 FB4056_MARK LOGO: NCGS  
 FB4056_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4056+STABILITY: SURFACE MOTION
 FB4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4056+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4056
 FB4056  HISTORY     - Date     Condition        Report By
 FB4056  HISTORY     - 1988     MONUMENTED       NCGS
 FB4056
 FB4056                          STATION DESCRIPTION
 FB4056
 FB4056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB4056'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTHEAST OF HAYESVILLE.
 FB4056'ALONG SR 1307 FOR 8.0 KM (5.0 MI) NORTHEAST FROM THE SANDERSON BRIDGE
 FB4056'OVER THE HIWASSEE RIVER (IN NORTH HAYESVILLE) TO SR 1326 AND STATION
 FB4056'275 FEET NORTH.
 FB4056'MARK IS 2 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND.  LOCATED 9.8 M
 FB4056'(32.2 FT) EAST OF THE CENTERLINE OF ROAD, 83.7 M (274.6 FT) SOUTH
 FB4056'FROM THE CENTERLINE OF SR 1326--AND 19.3 M (63.3 FT) EAST FROM A
 FB4056'TELEPHONE POLE, 23.0 M (75.5 FT) SOUTHWEST FROM A POWER POLE
 FB4056'(114-12-1)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4097 ***********************************************************************
 FB4097  DESIGNATION -  AKERS AZ MK
 FB4097  PID         -  FB4097
 FB4097  STATE/COUNTY-  NC/CLAY
 FB4097  USGS QUAD   -  HAYESVILLE (1987)
 FB4097
 FB4097                         *CURRENT SURVEY CONTROL
 FB4097  ___________________________________________________________________
 FB4097* NAD 83(2001)-  35 04 17.69430(N)    083 47 06.37760(W)     ADJUSTED  
 FB4097* NAVD 88     -       573.0    (meters)    1880.     (feet)  VERTCON   
 FB4097  ___________________________________________________________________
 FB4097  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FB4097  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 FB4097  HORZ ORDER  -  SECOND
 FB4097
 FB4097.The horizontal coordinates were established by classical geodetic methods
 FB4097.and adjusted by the National Geodetic Survey in August 2005.
 FB4097
 FB4097.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4097
 FB4097.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4097
 FB4097.The geoid height was determined by GEOID03.
 FB4097
 FB4097;                    North         East     Units Scale Factor Converg.
 FB4097;SPC NC       -   157,118.617   173,380.939   MT  0.99987751   -2 45 42.6
 FB4097;SPC NC       -   515,480.00    568,833.96   sFT  0.99987751   -2 45 42.6
 FB4097;UTM  17      - 3,884,529.538   246,041.845   MT  1.00039493   -1 36 04.2
 FB4097
 FB4097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4097!SPC NC       -   0.99991451  x   0.99987751  =   0.99979203
 FB4097!UTM  17      -   0.99991451  x   1.00039493  =   1.00030941
 FB4097
 FB4097                          SUPERSEDED SURVEY CONTROL
 FB4097
 FB4097  NAD 83(1995)-  35 04 17.69417(N)    083 47 06.37697(W) AD(       ) 2
 FB4097  NAD 83(1986)-  35 04 17.70087(N)    083 47 06.37834(W) AD(       ) 2
 FB4097  NGVD 29 (05/28/93)  573.0    (m)         1880.     (f) VERT ANG    3  
 FB4097
 FB4097.Superseded values are not recommended for survey control.
 FB4097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4097.See file dsdata.txt to determine how the superseded data were derived.
 FB4097
 FB4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4604284530(NAD 83)
 FB4097_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4097_SP_SET: CONCRETE POST
 FB4097_STAMPING: AKERS 1988
 FB4097_MARK LOGO: NCGS  
 FB4097_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4097+STABILITY: SURFACE MOTION
 FB4097
 FB4097  HISTORY     - Date     Condition        Report By
 FB4097  HISTORY     - 1988     MONUMENTED       NCGS
 FB4097
 FB4097                          STATION DESCRIPTION
 FB4097
 FB4097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB4097'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTHEAST OF HAYESVILLE.
 FB4097'ALONG SR 1307 FOR 7.4 KM (4.6 MI) NORTHEAST FROM THE SANDERSON BRIDGE
 FB4097'OVER THE HIWASSEE RIVER (IN NORTH HAYESVILLE), OR 0.6 KM (0.4 MI)
 FB4097'SOUTHWEST FROM SR 1326, IN SOUTH SHOULDER AT FRAME HOUSE.
 FB4097'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 5.0 M
 FB4097'(16.4 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF ROAD, 3.8 M
 FB4097'(12.5 FT) NORTHEAST FROM A 14 INCH HEMLOCK, 1.7 M (5.6 FT) WEST FROM
 FB4097'AN 8 INCH DOGWOOD, 12.3 M (40.4 FT) SOUTH-SOUTHWEST FROM THE POWER
 FB4097'POLE WITH A REFERENCE TAG, AND 9.6 M (31.5 FT) WEST-NORTHWEST FROM
 FB4097'THE NORTHWEST CORNER OF A FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9937 ***********************************************************************
 AH9937  SACS        -  This is a Secondary Airport Control Station.
 AH9937  DESIGNATION -  AKH A
 AH9937  PID         -  AH9937
 AH9937  STATE/COUNTY-  NC/GASTON
 AH9937  USGS QUAD   -  GASTONIA SOUTH (1993)
 AH9937
 AH9937                         *CURRENT SURVEY CONTROL
 AH9937  ___________________________________________________________________
 AH9937* NAD 83(2007)-  35 11 49.01089(N)    081 09 20.08085(W)     ADJUSTED  
 AH9937* NAVD 88     -       241.694  (meters)     792.96   (feet)  ADJUSTED  
 AH9937  ___________________________________________________________________
 AH9937  EPOCH DATE  -        2002.00
 AH9937  X           -     802,283.276 (meters)                     COMP
 AH9937  Y           -  -5,155,990.439 (meters)                     COMP
 AH9937  Z           -   3,655,865.029 (meters)                     COMP
 AH9937  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 AH9937  ELLIP HEIGHT-         210.569 (meters)          (02/10/07) ADJUSTED
 AH9937  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AH9937  DYNAMIC HT  -         241.464 (meters)     792.20  (feet)  COMP
 AH9937
 AH9937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH9937  Type    PID    Designation                      North   East  Ellip
 AH9937  -------------------------------------------------------------------
 AH9937  NETWORK AH9937 AKH A                             0.29   0.24   0.88
 AH9937  -------------------------------------------------------------------
 AH9937  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 AH9937
 AH9937  VERT ORDER  -  SECOND    CLASS II
 AH9937
 AH9937.This mark is at Gastonia Airport (AKH)
 AH9937
 AH9937.The horizontal coordinates were established by GPS observations
 AH9937.and adjusted by the National Geodetic Survey in February 2007.
 AH9937
 AH9937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH9937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH9937.The horizontal coordinates are valid at the epoch date displayed above.
 AH9937.The epoch date for horizontal control is a decimal equivalence
 AH9937.of Year/Month/Day.
 AH9937
 AH9937.The orthometric height was determined by differential leveling
 AH9937.and adjusted in July 1999.
 AH9937.No vertical observational check was made to the station.
 AH9937
 AH9937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9937
 AH9937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9937
 AH9937.The ellipsoidal height was determined by GPS observations
 AH9937.and is referenced to NAD 83.
 AH9937
 AH9937.The geoid height was determined by GEOID03.
 AH9937
 AH9937.The dynamic height is computed by dividing the NAVD 88
 AH9937.geopotential number by the normal gravity value computed on the
 AH9937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9937.degrees latitude (g = 980.6199 gals.).
 AH9937
 AH9937.The modeled gravity was interpolated from observed gravity values.
 AH9937
 AH9937;                    North         East     Units Scale Factor Converg.
 AH9937;SPC NC       -   162,640.729   413,335.449   MT  0.99987305   -1 14 38.9
 AH9937;SPC NC       -   533,597.13  1,356,084.72   sFT  0.99987305   -1 14 38.9
 AH9937;UTM  17      - 3,894,895.228   485,837.343   MT  0.99960247   -0 05 22.8
 AH9937
 AH9937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9937!SPC NC       -   0.99996695  x   0.99987305  =   0.99984000
 AH9937!UTM  17      -   0.99996695  x   0.99960247  =   0.99956943
 AH9937
 AH9937:                Primary Azimuth Mark                     Grid Az
 AH9937:SPC NC       -  GASPORT                                  043 10 06.3
 AH9937:UTM  17      -  GASPORT                                  042 00 50.2
 AH9937
 AH9937|---------------------------------------------------------------------|
 AH9937| PID    Reference Object                     Distance      Geod. Az  |
 AH9937|                                                           dddmmss.s |
 AH9937| FA3603 GASPORT                             APPROX. 0.6 KM 0415527.4 |
 AH9937|---------------------------------------------------------------------|
 AH9937
 AH9937                          SUPERSEDED SURVEY CONTROL
 AH9937
 AH9937  NAD 83(2001)-  35 11 49.01097(N)    081 09 20.08084(W) AD(       ) 1
 AH9937  ELLIP H (02/10/03)  210.571  (m)                       GP(       ) 4 2
 AH9937  NAD 83(1995)-  35 11 49.01123(N)    081 09 20.08070(W) AD(       ) 1
 AH9937  ELLIP H (08/06/99)  210.591  (m)                       GP(       ) 4 2
 AH9937  NAVD 88 (08/06/99)  241.69   (m)          792.9    (f) LEVELING    3  
 AH9937
 AH9937.Superseded values are not recommended for survey control.
 AH9937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9937.See file dsdata.txt to determine how the superseded data were derived.
 AH9937
 AH9937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8583794895(NAD 83)
 AH9937_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9937_STAMPING: AKH A 1997
 AH9937_MARK LOGO: NGS   
 AH9937_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9937+STABILITY: SURFACE MOTION
 AH9937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9937+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AH9937
 AH9937  HISTORY     - Date     Condition        Report By
 AH9937  HISTORY     - 1997     MONUMENTED       NCGS
 AH9937  HISTORY     - 20031215 GOOD             MAC
 AH9937
 AH9937                          STATION DESCRIPTION
 AH9937
 AH9937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH9937'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF GASTONIA,
 AH9937'3.6 MI (5.8 KM) NORTH OF THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE,
 AH9937'AT THE GASTON MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF GASTONIA, HARRY
 AH9937'HENKE AIRPORT MANAGER, P.O. BOX 1748, GASTON, N.C. 28053, TELEPHONE
 AH9937'NUMBER 704-866-6992. ALONG NC 274 FOR 4.9 MI (7.9 KM) SOUTH FROM US
 AH9937'29-74 FRANKLIN AVENUE, ON THE SOUTHWEST SIDE OF HIGHWAY NEAR THE
 AH9937'NAVIGATIONAL EQUIPMENT (ASOS) FOR THE AIRPORT. MARK IS ABOUT LEVEL
 AH9937'WITH CENTER OF HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 457.5 FT
 AH9937'(139.4 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 45.6 FT (13.9 M)
 AH9937'NORTH OF A 30-FOOT ORANGE AND WHITE MAST, 62.3 FT (19.0 M)
 AH9937'NORTH-NORTHWEST OF THE EAST END OF ASOS, AND 197.2 FT (60.1 M)
 AH9937'SOUTHEAST OF WITNESS POST. THIS STATION IS DESIGNATED AS A SECONDARY
 AH9937'AIRPORT CONTROL STATION.
 AH9937
 AH9937                          STATION RECOVERY (2003)
 AH9937
 AH9937'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN)
 AH9937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5138 ***********************************************************************
 AE5138  DESIGNATION -  AKIN
 AE5138  PID         -  AE5138
 AE5138  STATE/COUNTY-  NC/CARTERET
 AE5138  USGS QUAD   -  MANSFIELD (1994)
 AE5138
 AE5138                         *CURRENT SURVEY CONTROL
 AE5138  ___________________________________________________________________
 AE5138* NAD 83(2001)-  34 44 20.22209(N)    076 45 17.77005(W)     ADJUSTED  
 AE5138* NAVD 88     -         7.0    (meters)      23.     (feet)  VERT ANG  
 AE5138  ___________________________________________________________________
 AE5138  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AE5138  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AE5138  HORZ ORDER  -  SECOND
 AE5138
 AE5138.The horizontal coordinates were established by classical geodetic methods
 AE5138.and adjusted by the National Geodetic Survey in August 2005.
 AE5138
 AE5138.The orthometric height was determined by vertical angle observations.
 AE5138
 AE5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5138
 AE5138.The geoid height was determined by GEOID03.
 AE5138
 AE5138;                    North         East     Units Scale Factor Converg.
 AE5138;SPC NC       -   112,029.864   815,162.213   MT  0.99991238   +1 17 44.8
 AE5138;SPC NC       -   367,551.31  2,674,411.36   sFT  0.99991238   +1 17 44.8
 AE5138;UTM  18      - 3,845,496.595   339,343.370   MT  0.99991813   -1 00 00.9
 AE5138
 AE5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5138!SPC NC       -   1.00000477  x   0.99991238  =   0.99991715
 AE5138!UTM  18      -   1.00000477  x   0.99991813  =   0.99992290
 AE5138
 AE5138                          SUPERSEDED SURVEY CONTROL
 AE5138
 AE5138  NAD 83(1986)-  34 44 20.23041(N)    076 45 17.77417(W) AD(       ) 2
 AE5138
 AE5138.Superseded values are not recommended for survey control.
 AE5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5138.See file dsdata.txt to determine how the superseded data were derived.
 AE5138
 AE5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3934345497(NAD 83)
 AE5138_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5138_STAMPING: AKIN 1984
 AE5138_MARK LOGO: NCGS  
 AE5138_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5138+STABILITY: SURFACE MOTION
 AE5138
 AE5138  HISTORY     - Date     Condition        Report By
 AE5138  HISTORY     - 1984     MONUMENTED       NCGS
 AE5138  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 AE5138
 AE5138                          STATION DESCRIPTION
 AE5138
 AE5138'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5138'STATION IS LOCATED ABOUT 2.58 KM (1.60 MI) NORTHWEST OF MOREHEAD
 AE5138'CITY.$ALONG SR 1177 (COUNTRY CLUB BOULEVARD) FOR 3.54 KM (2.20 MI)
 AE5138'EAST OF US 70 (NEAR THE JUNCTION WITH NC 24), OR 0.24 KM (0.15 MI)
 AE5138'EAST FROM SR 1602, AND IN THE SOUTHEAST CORNER OF THE NENPORT
 AE5138'RESIDENCE.$LOCATED 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE
 AE5138'ROAD, 24.8 M (81.4 FT) EAST OF THE CENTER OF A CONCRETE DRIVEWAY, 24.7
 AE5138'M (81.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 AE5138'27.0 M (88.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, AND
 AE5138'29.1 M (95.5 FT) EAST-NORTHEAST OF BENCH MARK--CAR 48--.
 AE5138
 AE5138                          STATION RECOVERY (2003)
 AE5138
 AE5138'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED)
 AE5138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3236 ***********************************************************************
 FY3236  DESIGNATION -  AKINS NCGS 1969
 FY3236  PID         -  FY3236
 FY3236  STATE/COUNTY-  NC/ALAMANCE
 FY3236  USGS QUAD   -  BURLINGTON NE (1994)
 FY3236
 FY3236                         *CURRENT SURVEY CONTROL
 FY3236  ___________________________________________________________________
 FY3236* NAD 83(2001)-  36 13 51.09514(N)    079 19 19.92104(W)     ADJUSTED  
 FY3236* NAVD 88     -       211.4    (meters)     694.     (feet)  VERTCON   
 FY3236  ___________________________________________________________________
 FY3236  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 FY3236  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FY3236  HORZ ORDER  -  SECOND
 FY3236
 FY3236.The horizontal coordinates were established by classical geodetic methods
 FY3236.and adjusted by the National Geodetic Survey in August 2005.
 FY3236
 FY3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3236
 FY3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3236
 FY3236.The geoid height was determined by GEOID03.
 FY3236
 FY3236;                    North         East     Units Scale Factor Converg.
 FY3236;SPC NC       -   275,263.846   580,634.874   MT  1.00001855   -0 11 09.5
 FY3236;SPC NC       -   903,094.80  1,904,966.25   sFT  1.00001855   -0 11 09.5
 FY3236;UTM  17      - 4,010,859.705   650,780.692   MT  0.99988012   +0 59 30.6
 FY3236
 FY3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3236!SPC NC       -   0.99997162  x   1.00001855  =   0.99999017
 FY3236!UTM  17      -   0.99997162  x   0.99988012  =   0.99985175
 FY3236
 FY3236:                Primary Azimuth Mark                     Grid Az
 FY3236:SPC NC       -  ESSO                                     189 49 08.5
 FY3236:UTM  17      -  ESSO                                     188 38 28.4
 FY3236
 FY3236|---------------------------------------------------------------------|
 FY3236| PID    Reference Object                     Distance      Geod. Az  |
 FY3236|                                                           dddmmss.s |
 FY3236| FY3247 ESSO                                APPROX. 0.6 KM 1893759.0 |
 FY3236|---------------------------------------------------------------------|
 FY3236
 FY3236                          SUPERSEDED SURVEY CONTROL
 FY3236
 FY3236  NAD 83(1993)-  36 13 51.09641(N)    079 19 19.92653(W) AD(       ) 2
 FY3236  NAD 83(1986)-  36 13 51.09777(N)    079 19 19.92832(W) AD(       ) 2
 FY3236  NAD 27      -  36 13 50.61534(N)    079 19 20.85638(W) AD(       ) 2
 FY3236  NGVD 29 (07/19/86)  211.6    (m)          694.     (f) VERT ANG    3  
 FY3236
 FY3236.Superseded values are not recommended for survey control.
 FY3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3236.See file dsdata.txt to determine how the superseded data were derived.
 FY3236
 FY3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5078110860(NAD 83)
 FY3236_MARKER: DE = TRAVERSE STATION DISK
 FY3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3236+STABILITY: SURFACE MOTION
 FY3236
 FY3236  HISTORY     - Date     Condition        Report By
 FY3236  HISTORY     - 1969     MONUMENTED       NCGS
 FY3236
 FY3236                          STATION DESCRIPTION
 FY3236
 FY3236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3236'AKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FY3236'ESTABLISHED IN NORTH BURLINGTON, NORTH CAROLINA.
 FY3236'
 FY3236'AKINS IS LOCATED APPROXIMATELY 11.4 MILES NNE OF
 FY3236'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY3236'OF NC 49 AND NC 62, GO NORTH ON NC 62 FOR 2.8 MILES TO STATION
 FY3236'ON RIGHT SIDE OF ROAD, 0.35 MILE NORTH OF SR 1761 AND 12
 FY3236'FEET NORTH OF LANE LEADING TO TRAILER HOME.
 FY3236'
 FY3236'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3236'AKINS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FY3236'TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3236'
 FY3236'MARK IS
 FY3236'
 FY3236'15.4 FT E OF C/L OF NC 62
 FY3236'
 FY3236'106.9 FT W OF PP WITH ALUMINUM REF. TAG
 FY3236'
 FY3236'106.2 FT NNE OF PP WITH ALUMINUM REF. TAG
 FY3236'
 FY3236'8.2 FT NNW OF N EDGE OF CULVERT
 FY3236'
 FY3236'22.0 FT N OF S EDGE OF CULVERT
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0270 ***********************************************************************
 FZ0270  DESIGNATION -  AKRON
 FZ0270  PID         -  FZ0270
 FZ0270  STATE/COUNTY-  NC/FORSYTH
 FZ0270  USGS QUAD   -  WALKERTOWN (1986)
 FZ0270
 FZ0270                         *CURRENT SURVEY CONTROL
 FZ0270  ___________________________________________________________________
 FZ0270* NAD 83(1986)-  36 08 17.     (N)    080 14 21.     (W)     SCALED    
 FZ0270* NAVD 88     -       309.054  (meters)    1013.95   (feet)  ADJUSTED  
 FZ0270  ___________________________________________________________________
 FZ0270  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 FZ0270  DYNAMIC HT  -         308.770 (meters)    1013.02  (feet)  COMP
 FZ0270  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 FZ0270
 FZ0270  VERT ORDER  -  SECOND    CLASS 0
 FZ0270
 FZ0270.The horizontal coordinates were scaled from a topographic map and have
 FZ0270.an estimated accuracy of +/- 6 seconds.
 FZ0270
 FZ0270.The orthometric height was determined by differential leveling
 FZ0270.and adjusted in June 1991.
 FZ0270
 FZ0270.The geoid height was determined by GEOID03.
 FZ0270
 FZ0270.The dynamic height is computed by dividing the NAVD 88
 FZ0270.geopotential number by the normal gravity value computed on the
 FZ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0270.degrees latitude (g = 980.6199 gals.).
 FZ0270
 FZ0270.The modeled gravity was interpolated from observed gravity values.
 FZ0270
 FZ0270;                    North         East    Units  Estimated Accuracy
 FZ0270;SPC NC       -   265,620.      498,070.      MT  (+/- 180 meters Scaled)
 FZ0270
 FZ0270                          SUPERSEDED SURVEY CONTROL
 FZ0270
 FZ0270  NGVD 29 (??/??/92)  309.242  (m)         1014.57   (f) ADJ UNCH    2 0
 FZ0270
 FZ0270.Superseded values are not recommended for survey control.
 FZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0270.See file dsdata.txt to determine how the superseded data were derived.
 FZ0270
 FZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV684995(NAD 83)
 FZ0270_MARKER: DE = TRAVERSE STATION DISK
 FZ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0270_STAMPING: AKRON 1962
 FZ0270_MARK LOGO: NCGS  
 FZ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0270+STABILITY: SURFACE MOTION
 FZ0270
 FZ0270  HISTORY     - Date     Condition        Report By
 FZ0270  HISTORY     - 1962     MONUMENTED       NCGS
 FZ0270  HISTORY     - 1972     GOOD             NCGS
 FZ0270  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 FZ0270
 FZ0270                          STATION DESCRIPTION
 FZ0270
 FZ0270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0270'2.5 MI N FROM WINSTON-SALEM.
 FZ0270'TO REACH STATION FROM BRIDGE ON AKRON DRIVE OVER U.S. 52, PROCEED
 FZ0270'WEST ALONG AKRON DRIVE, FOR 0.20 MILE TO BRIDGE OVER PATTERSON
 FZ0270'STREET (OLD U.S. 52), AND STATION NEAR THE NW CORNER OF BRIDGE,
 FZ0270'22.5 FEET NORTH OF C/L OF AKRON DRIVE, 07.6 FEET NORTH OF CENTER
 FZ0270'OF WEST END OF NORTH BRIDGE RAIL, AND 20.9 FEET ESE OF GUY POLE
 FZ0270'WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER 2 INCHES
 FZ0270'ABOVE THE SURFACE OF THE GROUND.
 FZ0270
 FZ0270                          STATION RECOVERY (2003)
 FZ0270
 FZ0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (SH)
 FZ0270'AKRON DRIVE HAS BEEN WIDENED IN THE LAST TEN YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1503 ***********************************************************************
 FZ1503  DESIGNATION -  AKRON
 FZ1503  PID         -  FZ1503
 FZ1503  STATE/COUNTY-  NC/FORSYTH
 FZ1503  USGS QUAD   -  WALKERTOWN (1986)
 FZ1503
 FZ1503                         *CURRENT SURVEY CONTROL
 FZ1503  ___________________________________________________________________
 FZ1503* NAD 83(2001)-  36 08 12.47362(N)    080 14 34.35756(W)     ADJUSTED  
 FZ1503* NAVD 88     -       309.05   (+/-2cm)    1013.9    (feet)  VERTCON   
 FZ1503  ___________________________________________________________________
 FZ1503  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 FZ1503  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FZ1503  HORZ ORDER  -  SECOND
 FZ1503  VERT ORDER  -  THIRD ? (See Below)
 FZ1503
 FZ1503.The horizontal coordinates were established by classical geodetic methods
 FZ1503.and adjusted by the National Geodetic Survey in August 2005.
 FZ1503
 FZ1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1503.The vertical order pertains to the NGVD 29 superseded value.
 FZ1503
 FZ1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1503
 FZ1503.The geoid height was determined by GEOID03.
 FZ1503
 FZ1503;                    North         East     Units Scale Factor Converg.
 FZ1503;SPC NC       -   265,479.782   497,736.535   MT  0.99999180   -0 43 02.5
 FZ1503;SPC NC       -   870,994.92  1,632,990.62   sFT  0.99999180   -0 43 02.5
 FZ1503;UTM  17      - 3,999,386.978   568,120.251   MT  0.99965717   +0 26 47.4
 FZ1503
 FZ1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1503!SPC NC       -   0.99995665  x   0.99999180  =   0.99994845
 FZ1503!UTM  17      -   0.99995665  x   0.99965717  =   0.99961383
 FZ1503
 FZ1503:                Primary Azimuth Mark                     Grid Az
 FZ1503:SPC NC       -  CRESTWOOD                                352 41 41.9
 FZ1503:UTM  17      -  CRESTWOOD                                351 31 52.0
 FZ1503
 FZ1503|---------------------------------------------------------------------|
 FZ1503| PID    Reference Object                     Distance      Geod. Az  |
 FZ1503|                                                           dddmmss.s |
 FZ1503| FZ1504 CRESTWOOD                           APPROX. 2.3 KM 3515839.4 |
 FZ1503|---------------------------------------------------------------------|
 FZ1503
 FZ1503                          SUPERSEDED SURVEY CONTROL
 FZ1503
 FZ1503  NAD 83(1993)-  36 08 12.48019(N)    080 14 34.36475(W) AD(       ) 2
 FZ1503  NAD 83(1986)-  36 08 12.47999(N)    080 14 34.36461(W) AD(       ) 2
 FZ1503  NAD 27      -  36 08 11.97983(N)    080 14 35.18531(W) AD(       ) 2
 FZ1503  NGVD 29 (07/19/86)  309.24   (m)         1014.6    (f) LEVELING    3  
 FZ1503
 FZ1503.Superseded values are not recommended for survey control.
 FZ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1503.See file dsdata.txt to determine how the superseded data were derived.
 FZ1503
 FZ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6812099387(NAD 83)
 FZ1503_MARKER: DE = TRAVERSE STATION DISK
 FZ1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1503_STAMPING: AKRON 1962
 FZ1503_MARK LOGO: NCGS  
 FZ1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1503+STABILITY: SURFACE MOTION
 FZ1503
 FZ1503  HISTORY     - Date     Condition        Report By
 FZ1503  HISTORY     - 1962     MONUMENTED       NCGS
 FZ1503  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FZ1503  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 FZ1503
 FZ1503                          STATION DESCRIPTION
 FZ1503
 FZ1503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ1503'AKRON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1503'IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1503'
 FZ1503'STATION IS 2.50 MILES N OF THE CENTER OF WINSTON-SALEM, AT
 FZ1503'THE NW CORNER OF THE NORTH SIDE SHOPPING CENTER ON THE N SIDE
 FZ1503'OF AKRON DR., AND APPROXIMATELY 75 FT W OF C/L OF OLD U.S. 52.  IT
 FZ1503'IS 2 FT ABOVE THE LEVEL OF AKRON DR. AND 5 FT N OF THE NW
 FZ1503'CORNER OF BRIDGE ON AKRON DR. OVER U.S. 52.
 FZ1503'
 FZ1503'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1503'AKRON 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1503'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 FZ1503'
 FZ1503'MARK IS
 FZ1503'
 FZ1503'22.5 FT N OF C/L OF AKRON DR.
 FZ1503'
 FZ1503'7.1 FT N OF NW CORNER OF BRIDGE RAILING
 FZ1503'
 FZ1503'21.6 FT SE OF 3 LEAD NAILS IN POWER GUY POLE
 FZ1503'
 FZ1503'26.4 FT E OF C/L OF WATER METER BOX ON N SIDE OF AKRON DR.
 FZ1503'
 FZ1503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1503
 FZ1503                          STATION RECOVERY (1983)
 FZ1503
 FZ1503'RECOVERY NOTE BY US POWER SQUADRON 1983 (PGH)
 FZ1503'STATION RECOVERED DESTROYED.
 FZ1503'
 FZ1503'MARK WAS NOT LOCATED AKRON DRIVE HAS BEEN WIDENED TO 5 LANES, A NEW
 FZ1503'BRIDGE HAS BEEN CONSTRUCTED OVER HIGHWAY OLD 52.  POWER POLES HAVE
 FZ1503'BEEN RELOCATED.  WATER METER BOX COULD NOT BE LOCATED.  STREETS AND
 FZ1503'CURBS HAVE ALL BEEN REWORKED CITY OF WINSTON SALEM HAS POSITIONED
 FZ1503'A DISC IN THE CEMENT FOUNDATION OF NEW BRIDGE.  IT IS IN THE NW
 FZ1503'CORNER 3 FEET NORTH OF BRIDGE RAILING.
 FZ1503
 FZ1503                          STATION RECOVERY (2004)
 FZ1503
 FZ1503'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FZ1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0584 ***********************************************************************
 FB0584  DESIGNATION -  AKW 148
 FB0584  PID         -  FB0584
 FB0584  STATE/COUNTY-  NC/HAYWOOD
 FB0584  USGS QUAD   -  WAYNESVILLE (1979)
 FB0584
 FB0584                         *CURRENT SURVEY CONTROL
 FB0584  ___________________________________________________________________
 FB0584* NAD 83(1986)-  35 24 50.     (N)    082 55 39.     (W)     SCALED    
 FB0584* NAVD 88     -       889.19   (+/-2cm)    2917.3    (feet)  VERTCON   
 FB0584  ___________________________________________________________________
 FB0584  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB0584  VERT ORDER  -  ? (See Below)
 FB0584
 FB0584.The horizontal coordinates were scaled from a topographic map and have
 FB0584.an estimated accuracy of +/- 6 seconds.
 FB0584
 FB0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0584.The vertical order pertains to the NGVD 29 superseded value.
 FB0584
 FB0584.The geoid height was determined by GEOID03.
 FB0584
 FB0584;                    North         East    Units  Estimated Accuracy
 FB0584;SPC NC       -   191,630.      253,020.      MT  (+/- 180 meters Scaled)
 FB0584
 FB0584                          SUPERSEDED SURVEY CONTROL
 FB0584
 FB0584  NGVD 29 (??/??/92)  889.180  (m)         2917.25   (f) ADJ UNCH    ?  
 FB0584
 FB0584.Superseded values are not recommended for survey control.
 FB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0584.See file dsdata.txt to determine how the superseded data were derived.
 FB0584
 FB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV249206(NAD 83)
 FB0584_MARKER: DD = SURVEY DISK
 FB0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0584_STAMPING: AKW 148 1940
 FB0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0584+STABILITY: SURFACE MOTION
 FB0584
 FB0584  HISTORY     - Date     Condition        Report By
 FB0584  HISTORY     - 1940     MONUMENTED       TVA
 FB0584
 FB0584                          STATION DESCRIPTION
 FB0584
 FB0584'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0584'1.3 MI S FROM CECIL SCHOOL.
 FB0584'1.3 MILES SOUTH ALONG A COUNTY ROAD FROM CECIL SCHOOL, HAYWOOD
 FB0584'COUNTY, 0.6 MILE SOUTH OF LAKE LOGAN DAM, ON THE EAST SIDE OF
 FB0584'LAKE LOGAN, AT THE JUNCTION OF A ROAD LEADING EAST, ON THE
 FB0584'PROPERTY OF G.H. MASSIE, 130 FEET SOUTH OF THE MASSIE RESIDENCE,
 FB0584'19 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 21 FEET
 FB0584'SOUTH OF A TRAIL UP A HOLLOW TO THE EAST, 13 FEET SOUTH OF THE
 FB0584'CORNER OF A BARBED-WIRE FENCE AND A WOVEN-WIRE FENCE, 1.5 FEET
 FB0584'EAST OF THE BARBED-WIRE FENCE, 16 FEET SOUTH OF THE SOUTH END
 FB0584'OF A 15-INCH METAL CULVERT AT THE ROAD JUNCTION, 13 FEET SOUTH
 FB0584'OF A 15-INCH APPLE TREE, 20 FEET NORTHEAST OF A 4-INCH SPRUCE
 FB0584'TREE OUTSIDE THE FENCE, 10.8 FEET NORTHWEST OF ANOTHER 4-INCH
 FB0584'SPRUCE TREE, AND 4.7 FEET SOUTHEAST OF A 3-INCH SPRUCE TREE
 FB0584'OUTSIDE THE FENCE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB0584'STAMPED AKW 148 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0583 ***********************************************************************
 FB0583  DESIGNATION -  AKW 149
 FB0583  PID         -  FB0583
 FB0583  STATE/COUNTY-  NC/HAYWOOD
 FB0583  USGS QUAD   -  WAYNESVILLE (1979)
 FB0583
 FB0583                         *CURRENT SURVEY CONTROL
 FB0583  ___________________________________________________________________
 FB0583* NAD 83(1986)-  35 25 40.     (N)    082 55 06.     (W)     SCALED    
 FB0583* NAVD 88     -       865.15   (+/-2cm)    2838.4    (feet)  VERTCON   
 FB0583  ___________________________________________________________________
 FB0583  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FB0583  VERT ORDER  -  ? (See Below)
 FB0583
 FB0583.The horizontal coordinates were scaled from a topographic map and have
 FB0583.an estimated accuracy of +/- 6 seconds.
 FB0583
 FB0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0583.The vertical order pertains to the NGVD 29 superseded value.
 FB0583
 FB0583.The geoid height was determined by GEOID03.
 FB0583
 FB0583;                    North         East    Units  Estimated Accuracy
 FB0583;SPC NC       -   193,140.      253,910.      MT  (+/- 180 meters Scaled)
 FB0583
 FB0583                          SUPERSEDED SURVEY CONTROL
 FB0583
 FB0583  NGVD 29 (??/??/92)  865.145  (m)         2838.40   (f) ADJ UNCH    ?  
 FB0583
 FB0583.Superseded values are not recommended for survey control.
 FB0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0583.See file dsdata.txt to determine how the superseded data were derived.
 FB0583
 FB0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV258221(NAD 83)
 FB0583_MARKER: DD = SURVEY DISK
 FB0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0583_STAMPING: AKW 149 1940
 FB0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0583+STABILITY: SURFACE MOTION
 FB0583
 FB0583  HISTORY     - Date     Condition        Report By
 FB0583  HISTORY     - 1940     MONUMENTED       TVA
 FB0583
 FB0583                          STATION DESCRIPTION
 FB0583
 FB0583'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0583'6.4 MI SW FROM SILVER BLUFF.
 FB0583'6.4 MILES SOUTHWEST ALONG A COUNTY ROAD FROM SILVER BLUFF,
 FB0583'HAYWOOD COUNTY, 0.8 MILE SOUTHEAST OF CECIL SCHOOL, ON THE LEFT
 FB0583'BANK OF WEST FORK PIGEON RIVER, 300 FEET NORTHWEST OF THE
 FB0583'CONFLUENCE OF LITTLE EAST FORK, ON THE PROPERTY OF A.N. HIGHTOWER,
 FB0583'101 FEET WEST OF THE WEST END OF THE NORTHWEST GUARD WALL OF
 FB0583'A BRIDGE, 39 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 FB0583'17.5 FEET SOUTH OF A 6-INCH DOGWOOD TREE, JUST NORTHWEST OF
 FB0583'A ROAD UP THE LEFT BANK OF THE RIVER, 7.3 FEET SOUTHWEST OF AN
 FB0583'18-INCH BLACK LOCUST TREE, 5.5 FEET NORTHEAST OF A 15-INCH
 FB0583'SPANISH OAK TREE, AND 5.4 FEET NORTHWEST OF A 12-INCH MAPLE
 FB0583'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB0583'AKW 149 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0558 ***********************************************************************
 FB0558  DESIGNATION -  AKW 200
 FB0558  PID         -  FB0558
 FB0558  STATE/COUNTY-  NC/HAYWOOD
 FB0558  USGS QUAD   -  CRUSO (1987)
 FB0558
 FB0558                         *CURRENT SURVEY CONTROL
 FB0558  ___________________________________________________________________
 FB0558* NAD 83(1986)-  35 27 49.     (N)    082 52 10.     (W)     SCALED    
 FB0558* NAVD 88     -       825.11   (+/-2cm)    2707.0    (feet)  VERTCON   
 FB0558  ___________________________________________________________________
 FB0558  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 FB0558  VERT ORDER  -  ? (See Below)
 FB0558
 FB0558.The horizontal coordinates were scaled from a topographic map and have
 FB0558.an estimated accuracy of +/- 6 seconds.
 FB0558
 FB0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0558.The vertical order pertains to the NGVD 29 superseded value.
 FB0558
 FB0558.The geoid height was determined by GEOID03.
 FB0558
 FB0558;                    North         East    Units  Estimated Accuracy
 FB0558;SPC NC       -   196,940.      258,500.      MT  (+/- 180 meters Scaled)
 FB0558
 FB0558                          SUPERSEDED SURVEY CONTROL
 FB0558
 FB0558  NGVD 29 (??/??/92)  825.124  (m)         2707.09   (f) ADJ UNCH    ?  
 FB0558
 FB0558.Superseded values are not recommended for survey control.
 FB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0558.See file dsdata.txt to determine how the superseded data were derived.
 FB0558
 FB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV303260(NAD 83)
 FB0558_MARKER: DB = BENCH MARK DISK
 FB0558_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0558_STAMPING: AKW 200 1940
 FB0558_MARK LOGO: TVA   
 FB0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0558
 FB0558  HISTORY     - Date     Condition        Report By
 FB0558  HISTORY     - 1940     MONUMENTED       TVA
 FB0558  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0558  HISTORY     - 19950816 SEE DESCRIPTION  NCGS
 FB0558
 FB0558                          STATION DESCRIPTION
 FB0558
 FB0558'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0558'1.4 MI SE FROM SILVER BLUFF.
 FB0558'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 276 FROM SILVER BLUFF,
 FB0558'HAYWOOD COUNTY, 140 FEET EAST OF THE NORTHEAST CORNER OF A
 FB0558'CONCRETE BRIDGE OVER EAST FORK PIGEON RIVER, AT THE INTERSECTION
 FB0558'OF A COUNTY ROAD (FORMERLY STATE HIGHWAY 110), 38 FEET EAST OF
 FB0558'THE CENTER LINE OF THE COUNTY ROAD, 30 FEET NORTH OF THE HIGHWAY,
 FB0558'59 FEET EAST OF A YELLOW STOP SIGN, 71 FEET NORTH OF A CRUSO
 FB0558'MUTUAL ELECTRIC SIGN, 83 FEET NORTH OF A 12-INCH SYCAMORE TREE,
 FB0558'69.5 FEET SOUTHWEST OF A 6-INCH LONE PEACH TREE, 57 FEET EAST
 FB0558'OF A YELLOW STOP SIGN, 55.5 FEET SOUTH OF A 20-INCH RED OAK
 FB0558'TREE, 15.2 FEET WEST OF A 24-INCH WHITE OAK TREE, AND 3.5 FEET
 FB0558'NORTHWEST OF A RIGHT-OF-WAY SIGN.  A TENNESSEE VALLEY AUTHORITY
 FB0558'STANDARD DISK, STAMPED AKW 200 1940 AND SET IN THE TOP OF A
 FB0558'CONCRETE POST.
 FB0558
 FB0558                          STATION RECOVERY (1992)
 FB0558
 FB0558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0558'MARK HAS PROBABLY BEEN DESTROYED BY A PLOW.
 FB0558
 FB0558                          STATION RECOVERY (1995)
 FB0558
 FB0558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB0558'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0559 ***********************************************************************
 FB0559  DESIGNATION -  AKW 201
 FB0559  PID         -  FB0559
 FB0559  STATE/COUNTY-  NC/HAYWOOD
 FB0559  USGS QUAD   -  CRUSO (1987)
 FB0559
 FB0559                         *CURRENT SURVEY CONTROL
 FB0559  ___________________________________________________________________
 FB0559* NAD 83(1986)-  35 27 46.     (N)    082 51 16.     (W)     SCALED    
 FB0559* NAVD 88     -       830.53   (+/-2cm)    2724.8    (feet)  VERTCON   
 FB0559  ___________________________________________________________________
 FB0559  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 FB0559  VERT ORDER  -  ? (See Below)
 FB0559
 FB0559.The horizontal coordinates were scaled from a topographic map and have
 FB0559.an estimated accuracy of +/- 6 seconds.
 FB0559
 FB0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0559.The vertical order pertains to the NGVD 29 superseded value.
 FB0559
 FB0559.The geoid height was determined by GEOID03.
 FB0559
 FB0559;                    North         East    Units  Estimated Accuracy
 FB0559;SPC NC       -   196,790.      259,860.      MT  (+/- 180 meters Scaled)
 FB0559
 FB0559                          SUPERSEDED SURVEY CONTROL
 FB0559
 FB0559  NGVD 29 (??/??/92)  830.541  (m)         2724.87   (f) ADJ UNCH    ?  
 FB0559
 FB0559.Superseded values are not recommended for survey control.
 FB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0559.See file dsdata.txt to determine how the superseded data were derived.
 FB0559
 FB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV317259(NAD 83)
 FB0559_MARKER: DB = BENCH MARK DISK
 FB0559_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0559_STAMPING: AKW 201 1940
 FB0559_MARK LOGO: TVA   
 FB0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0559
 FB0559  HISTORY     - Date     Condition        Report By
 FB0559  HISTORY     - 1940     MONUMENTED       TVA
 FB0559  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0559  HISTORY     - 19950816 SEE DESCRIPTION  NCGS
 FB0559
 FB0559                          STATION DESCRIPTION
 FB0559
 FB0559'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0559'2.4 MI SE FROM SILVER BLUFF.
 FB0559'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 276 FROM SILVER BLUFF,
 FB0559'HAYWOOD COUNTY, 100 FEET NORTHWEST OF THE Y-JUNCTION OF AN OLD
 FB0559'ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 FB0559'SOUTH OF THE OLD ROAD, 75 FEET NORTHEAST ACROSS THE HIGHWAY FROM
 FB0559'A 20-INCH SYCAMORE TREE ON THE BANK OF EAST FORK PIGEON RIVER,
 FB0559'71.1 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, 68 FEET
 FB0559'NORTHWEST OF A YELLOW STOP SIGN IN THE WYE, 50 FEET SOUTH OF A
 FB0559'20-INCH MAPLE TREE, 43 FEET WEST ACROSS THE HIGHWAY FROM A GATE,
 FB0559'AND 28 FEET SOUTHEAST OF A 10-INCH WILLOW TREE.  A TENNESSEE
 FB0559'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 201 1940 AND SET IN
 FB0559'THE TOP OF A CONCRETE POST.
 FB0559
 FB0559                          STATION RECOVERY (1992)
 FB0559
 FB0559'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0559'MARK HAS PROBABLY BEEN COVERED BY FILL.
 FB0559
 FB0559                          STATION RECOVERY (1995)
 FB0559
 FB0559'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB0559'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0560 ***********************************************************************
 FB0560  DESIGNATION -  AKW 202
 FB0560  PID         -  FB0560
 FB0560  STATE/COUNTY-  NC/HAYWOOD
 FB0560  USGS QUAD   -  CRUSO (1987)
 FB0560
 FB0560                         *CURRENT SURVEY CONTROL
 FB0560  ___________________________________________________________________
 FB0560* NAD 83(1986)-  35 27 21.     (N)    082 50 32.     (W)     SCALED    
 FB0560* NAVD 88     -       842.22   (+/-2cm)    2763.2    (feet)  VERTCON   
 FB0560  ___________________________________________________________________
 FB0560  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FB0560  VERT ORDER  -  SECOND    CLASS II (See Below)
 FB0560
 FB0560.The horizontal coordinates were scaled from a topographic map and have
 FB0560.an estimated accuracy of +/- 6 seconds.
 FB0560
 FB0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0560.The vertical order pertains to the NGVD 29 superseded value.
 FB0560
 FB0560.The geoid height was determined by GEOID03.
 FB0560
 FB0560;                    North         East    Units  Estimated Accuracy
 FB0560;SPC NC       -   195,980.      260,940.      MT  (+/- 180 meters Scaled)
 FB0560
 FB0560                          SUPERSEDED SURVEY CONTROL
 FB0560
 FB0560  NGVD 29 (??/??/92)  842.226  (m)         2763.20   (f) ADJ UNCH    2 2
 FB0560
 FB0560.Superseded values are not recommended for survey control.
 FB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0560.See file dsdata.txt to determine how the superseded data were derived.
 FB0560
 FB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV328251(NAD 83)
 FB0560_MARKER: DB = BENCH MARK DISK
 FB0560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB0560_SP_SET: IN TOP OF BRIDGE ABUTMENT
 FB0560_STAMPING: AKW 202 1940
 FB0560_MARK LOGO: TVA   
 FB0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0560+STABILITY: SURFACE MOTION
 FB0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0560+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 FB0560
 FB0560  HISTORY     - Date     Condition        Report By
 FB0560  HISTORY     - 1940     MONUMENTED       TVA
 FB0560  HISTORY     - 19920728 GOOD             NCGS
 FB0560  HISTORY     - 20000404 GOOD             NCGS
 FB0560
 FB0560                          STATION DESCRIPTION
 FB0560
 FB0560'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0560'4.2 MI NW FROM CRUSO.
 FB0560'4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0560'CRUSO, HAYWOOD COUNTY, 3.6 MILES SOUTHEAST OF SILVER BLUFF, 0.2
 FB0560'MILE NORTH OF A ONE-AND-ONE-HALF-STORY FRAME HOUSE PAINTED WHITE,
 FB0560'ABOUT 200 FEET NORTH OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 FB0560'79 FEET NORTH OF A 14-INCH POPLAR TREE, 65 FEET WEST OF A 12-INCH
 FB0560'BIRCH TREE, 45.3 FEET NORTHWEST OF AN 18-INCH WHITE WALNUT TREE,
 FB0560'AT A CONCRETE BRIDGE OVER EAST FORK PIGEON RIVER (BRIDGE NO. 1),
 FB0560'IN THE TOP OF THE SOUTH ABUTMENT, 1.5 FEET WEST OF THE TOP OF THE
 FB0560'SOUTHEAST WING WALL, AND 4 FEET NORTH OF THE SOUTHEAST END OF THE
 FB0560'EAST GUARD WALL.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB0560'STAMPED AKW 202 1940.
 FB0560
 FB0560                          STATION RECOVERY (1992)
 FB0560
 FB0560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0560'RECOVERED AS DESCRIBED.
 FB0560
 FB0560                          STATION RECOVERY (2000)
 FB0560
 FB0560'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB0560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0561 ***********************************************************************
 FB0561  DESIGNATION -  AKW 203
 FB0561  PID         -  FB0561
 FB0561  STATE/COUNTY-  NC/HAYWOOD
 FB0561  USGS QUAD   -  CRUSO (1987)
 FB0561
 FB0561                         *CURRENT SURVEY CONTROL
 FB0561  ___________________________________________________________________
 FB0561* NAD 83(1986)-  35 26 58.     (N)    082 49 40.     (W)     SCALED    
 FB0561* NAVD 88     -       852.45   (+/-2cm)    2796.7    (feet)  VERTCON   
 FB0561  ___________________________________________________________________
 FB0561  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 FB0561  VERT ORDER  -  SECOND    CLASS II (See Below)
 FB0561
 FB0561.The horizontal coordinates were scaled from a topographic map and have
 FB0561.an estimated accuracy of +/- 6 seconds.
 FB0561
 FB0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0561.The vertical order pertains to the NGVD 29 superseded value.
 FB0561
 FB0561.The geoid height was determined by GEOID03.
 FB0561
 FB0561;                    North         East    Units  Estimated Accuracy
 FB0561;SPC NC       -   195,220.      262,220.      MT  (+/- 180 meters Scaled)
 FB0561
 FB0561                          SUPERSEDED SURVEY CONTROL
 FB0561
 FB0561  NGVD 29 (??/??/92)  852.443  (m)         2796.72   (f) ADJ UNCH    2 2
 FB0561
 FB0561.Superseded values are not recommended for survey control.
 FB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0561.See file dsdata.txt to determine how the superseded data were derived.
 FB0561
 FB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV341244(NAD 83)
 FB0561_MARKER: DB = BENCH MARK DISK
 FB0561_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0561_STAMPING: AKW 203 1940
 FB0561_MARK LOGO: TVA   
 FB0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0561+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 FB0561
 FB0561  HISTORY     - Date     Condition        Report By
 FB0561  HISTORY     - 1940     MONUMENTED       TVA
 FB0561  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0561  HISTORY     - 20000404 GOOD             NCGS
 FB0561
 FB0561                          STATION DESCRIPTION
 FB0561
 FB0561'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0561'3.1 MI NW FROM CRUSO.
 FB0561'3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0561'CRUSO, HAYWOOD COUNTY, 0.4 MILE SOUTHEAST OF MEADOW GROVE CHURCH,
 FB0561'200 FEET SOUTH OF A ONE-AND-ONE-HALF-STORY FRAME HOUSE PAINTED
 FB0561'WHITE, 200 FEET SOUTHWEST OF A LONE MAIL BOX, 28 FEET SOUTH OF THE
 FB0561'CENTER LINE OF THE HIGHWAY, 19.5 FEET EAST OF THE CENTER LINE OF A
 FB0561'FIELD ROAD, 63 FEET SOUTHEAST ACROSS THE HIGHWAY FROM AN 8-INCH
 FB0561'POPLAR TREE, 11.5 FEET EAST OF AN EAST GATEPOST, 10.2 FEET NORTHEAST
 FB0561'OF A 10-INCH POPLAR TREE NEAR THE GATE, 12.6 FEET WEST OF A
 FB0561'5-INCH WILLOW TREE, AND 1.5 FEET NORTH OF A BARBED-WIRE FENCE.
 FB0561'A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 203 1940
 FB0561'AND SET IN THE TOP OF A CONCRETE POST.
 FB0561
 FB0561                          STATION RECOVERY (1992)
 FB0561
 FB0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0561'STATION WAS NOT FOUND.  DESCRIPTION IS INADEQUATE FOR LOCATING THE
 FB0561'MONUMENT.
 FB0561
 FB0561                          STATION RECOVERY (2000)
 FB0561
 FB0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB0561'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  MARK IS
 FB0561'LOCATED 29.0 FT (8.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF US-276,
 FB0561'38.8 FT (11.8 M) SOUTHWEST OF A SOUTHERN BELL UNDERGROUND CABLE
 FB0561'WARNING SIGN, 3.3 FT (1.0 M) EAST-NORTHEAST OF A GUY WIRE ANCHOR, AND
 FB0561'14.5 FT (4.4 M) WEST-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0562 ***********************************************************************
 FB0562  DESIGNATION -  AKW 204
 FB0562  PID         -  FB0562
 FB0562  STATE/COUNTY-  NC/HAYWOOD
 FB0562  USGS QUAD   -  CRUSO (1987)
 FB0562
 FB0562                         *CURRENT SURVEY CONTROL
 FB0562  ___________________________________________________________________
 FB0562* NAD 83(1986)-  35 26 41.     (N)    082 48 59.     (W)     SCALED    
 FB0562* NAVD 88     -       863.90   (+/-2cm)    2834.3    (feet)  VERTCON   
 FB0562  ___________________________________________________________________
 FB0562  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FB0562  VERT ORDER  -  SECOND    CLASS II (See Below)
 FB0562
 FB0562.The horizontal coordinates were scaled from a topographic map and have
 FB0562.an estimated accuracy of +/- 6 seconds.
 FB0562
 FB0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0562.The vertical order pertains to the NGVD 29 superseded value.
 FB0562
 FB0562.The geoid height was determined by GEOID03.
 FB0562
 FB0562;                    North         East    Units  Estimated Accuracy
 FB0562;SPC NC       -   194,660.      263,230.      MT  (+/- 180 meters Scaled)
 FB0562
 FB0562                          SUPERSEDED SURVEY CONTROL
 FB0562
 FB0562  NGVD 29 (??/??/92)  863.896  (m)         2834.30   (f) ADJ UNCH    2 2
 FB0562
 FB0562.Superseded values are not recommended for survey control.
 FB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0562.See file dsdata.txt to determine how the superseded data were derived.
 FB0562
 FB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV351238(NAD 83)
 FB0562_MARKER: DB = BENCH MARK DISK
 FB0562_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0562_STAMPING: AKW 204 1940
 FB0562_MARK LOGO: TVA   
 FB0562_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0562+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 FB0562
 FB0562  HISTORY     - Date     Condition        Report By
 FB0562  HISTORY     - 1940     MONUMENTED       TVA
 FB0562  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0562  HISTORY     - 20000404 GOOD             NCGS
 FB0562
 FB0562                          STATION DESCRIPTION
 FB0562
 FB0562'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0562'2 MI N FROM CRUSO.
 FB0562'2.0 MILES NORTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0562'CRUSO, HAYWOOD COUNTY, 0.4 MILE NORTH OF QUINN CEMETERY, 155
 FB0562'FEET SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 FB0562'SPRINGDALE SCHOOL AND HIGH VALLEY CAMP, 400 FEET WEST OF A LARGE
 FB0562'BARN PAINTED BROWN, 200 FEET SOUTHEAST OF THE EAST END OF A
 FB0562'SWINGING BRIDGE OVER EAST FORK PIGEON RIVER, 85 FEET SOUTH OF THE
 FB0562'EAST END OF A CONCRETE BRIDGE, 96 FEET NORTH OF A GATE TO A STOCK
 FB0562'PEN, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70.5 FEET
 FB0562'NORTH OF A 48-INCH SUGAR MAPLE TREE, 65.5 FEET EAST OF A 5-INCH
 FB0562'DOUBLE LOCUST TREE, 63.2 FEET SOUTHWEST OF A 60-INCH SYCAMORE
 FB0562'TREE, AND 1.5 FEET WEST OF A PLANK FENCE.  A TENNESSEE VALLEY
 FB0562'AUTHORITY STANDARD DISK, STAMPED AKW 204 1940 AND SET IN THE TOP
 FB0562'OF A CONCRETE POST.
 FB0562
 FB0562                          STATION RECOVERY (1992)
 FB0562
 FB0562'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0562'MARK HAS PROBABLY BEEN DESTROYED BY GOLF COURSE CONSTRUCTION.
 FB0562
 FB0562                          STATION RECOVERY (2000)
 FB0562
 FB0562'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB0562'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF CRUSO AND 6.2 MI
 FB0562'(10.0 KM) SOUTH OF CANTON AT THE SPRINGDALE ESTATES COUNTRY CLUB.
 FB0562'ALONG US 276 FOR 5.0 MI (8.0 KM) EAST-SOUTHEAST FROM THE NC 110 AND NC
 FB0562'215 JUNCTION (IN BETHEL) TO STATION NEAR A RAIL FENCE.
 FB0562'MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN HIGHWAY AND IS RECESSED 2
 FB0562'INCHES BELOW THE GROUND.  LOCATED 21.5 FT (6.6 M) EAST-NORTHEAST OF
 FB0562'THE CENTERLINE OF NC 276, 182.0 FT (55.5 M) SOUTHEAST OF THE
 FB0562'INTERSECTION WITH COUNTRY CLUB DRIVE, 84.7 FT (25.8 M) SOUTH-SOUTHEAST
 FB0562'OF THE SOUTHEAST CORNER OF A LARGE CONCRETE BOX CULVERT, 66.3 FT (20.2
 FB0562'M) WEST-SOUTHWEST OF A 54-INCH SYCAMORE AND 135.6 FT (41.3 M)
 FB0562'SOUTH-SOUTHEAST OF A POWER POLE, 233.1 FT (71.0 M) NORTH-NORTHWEST OF
 FB0562'A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0564 ***********************************************************************
 FB0564  DESIGNATION -  AKW 205
 FB0564  PID         -  FB0564
 FB0564  STATE/COUNTY-  NC/HAYWOOD
 FB0564  USGS QUAD   -  CRUSO (1987)
 FB0564
 FB0564                         *CURRENT SURVEY CONTROL
 FB0564  ___________________________________________________________________
 FB0564* NAD 83(1986)-  35 25 42.     (N)    082 48 48.     (W)     SCALED    
 FB0564* NAVD 88     -       880.88   (+/-2cm)    2890.0    (feet)  VERTCON   
 FB0564  ___________________________________________________________________
 FB0564  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 FB0564  VERT ORDER  -  ? (See Below)
 FB0564
 FB0564.The horizontal coordinates were scaled from a topographic map and have
 FB0564.an estimated accuracy of +/- 6 seconds.
 FB0564
 FB0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0564.The vertical order pertains to the NGVD 29 superseded value.
 FB0564
 FB0564.The geoid height was determined by GEOID03.
 FB0564
 FB0564;                    North         East    Units  Estimated Accuracy
 FB0564;SPC NC       -   192,830.      263,440.      MT  (+/- 180 meters Scaled)
 FB0564
 FB0564                          SUPERSEDED SURVEY CONTROL
 FB0564
 FB0564  NGVD 29 (??/??/92)  880.855  (m)         2889.94   (f) ADJ UNCH    ?  
 FB0564
 FB0564.Superseded values are not recommended for survey control.
 FB0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0564.See file dsdata.txt to determine how the superseded data were derived.
 FB0564
 FB0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353220(NAD 83)
 FB0564_MARKER: DB = BENCH MARK DISK
 FB0564_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0564_STAMPING: AKW 205 1940
 FB0564_MARK LOGO: TVA   
 FB0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0564
 FB0564  HISTORY     - Date     Condition        Report By
 FB0564  HISTORY     - 1940     MONUMENTED       TVA
 FB0564  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0564  HISTORY     - 19950816 SEE DESCRIPTION  NCGS
 FB0564
 FB0564                          STATION DESCRIPTION
 FB0564
 FB0564'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0564'0.8 MI N FROM CRUSO.
 FB0564'0.8 MILE NORTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0564'CRUSO, HAYWOOD COUNTY, 0.8 MILE SOUTH OF QUINN CEMETERY, 0.2 MILE
 FB0564'NORTH OF THE JUNCTION OF A ROAD LEADING WEST, ON THE PROPERTY OF
 FB0564'RILEY PLESS, 43.3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 FB0564'TWO-STORY FRAME HOUSE, 46.5 FEET SOUTHEAST OF THE CONCRETE STEPS
 FB0564'TO THE HOUSE, 32.5 FEET EAST OF A 10-INCH BALSAM TREE IN FRONT
 FB0564'OF THE HOUSE, AT THE SOUTH EDGE OF THE YARD, 68 FEET WEST OF THE
 FB0564'CENTER LINE OF THE HIGHWAY, 60 FEET SOUTH OF A 15-INCH APPLE TREE,
 FB0564'51 FEET SOUTHEAST OF A 5-INCH HOLLY TREE, JUST WEST OF A
 FB0564'POWER-TRANSMISSION LINE, 25 FEET NORTHEAST OF A 30-INCH
 FB0564'SPRUCE TREE, 10 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE,
 FB0564'AND 1 FOOT NORTH OF A WOVEN-WIRE FENCE.  A TENNESSEE VALLEY
 FB0564'AUTHORITY STANDARD DISK, STAMPED AKW 205 1940 AND SET IN THE TOP
 FB0564'OF A CONCRETE POST.
 FB0564
 FB0564                          STATION RECOVERY (1992)
 FB0564
 FB0564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0564'STATION NOT FOUND--DESCRIPTION IS INADEQUATE FOR LOCATING THE MARK.
 FB0564
 FB0564                          STATION RECOVERY (1995)
 FB0564
 FB0564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB0564'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0565 ***********************************************************************
 FB0565  DESIGNATION -  AKW 206
 FB0565  PID         -  FB0565
 FB0565  STATE/COUNTY-  NC/HAYWOOD
 FB0565  USGS QUAD   -  CRUSO (1987)
 FB0565
 FB0565                         *CURRENT SURVEY CONTROL
 FB0565  ___________________________________________________________________
 FB0565* NAD 83(1986)-  35 24 53.     (N)    082 48 49.     (W)     SCALED    
 FB0565* NAVD 88     -       899.58   (+/-2cm)    2951.4    (feet)  VERTCON   
 FB0565  ___________________________________________________________________
 FB0565  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FB0565  VERT ORDER  -  ? (See Below)
 FB0565
 FB0565.The horizontal coordinates were scaled from a topographic map and have
 FB0565.an estimated accuracy of +/- 6 seconds.
 FB0565
 FB0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0565.The vertical order pertains to the NGVD 29 superseded value.
 FB0565
 FB0565.The geoid height was determined by GEOID03.
 FB0565
 FB0565;                    North         East    Units  Estimated Accuracy
 FB0565;SPC NC       -   191,320.      263,360.      MT  (+/- 180 meters Scaled)
 FB0565
 FB0565                          SUPERSEDED SURVEY CONTROL
 FB0565
 FB0565  NGVD 29 (??/??/92)  899.546  (m)         2951.26   (f) ADJ UNCH    ?  
 FB0565
 FB0565.Superseded values are not recommended for survey control.
 FB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0565.See file dsdata.txt to determine how the superseded data were derived.
 FB0565
 FB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353205(NAD 83)
 FB0565_MARKER: DB = BENCH MARK DISK
 FB0565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0565_STAMPING: AKW 206 1940
 FB0565_MARK LOGO: TVA   
 FB0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0565
 FB0565  HISTORY     - Date     Condition        Report By
 FB0565  HISTORY     - 1940     MONUMENTED       TVA
 FB0565  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0565
 FB0565                          STATION DESCRIPTION
 FB0565
 FB0565'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0565'0.2 MI S FROM CRUSO.
 FB0565'0.2 MILE SOUTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0565'CRUSO, HAYWOOD COUNTY, 0.4 MILE NORTHWEST OF EAST FORK CHURCH,
 FB0565'ON THE PROPERTY OF H.N. TRULL, 17 FEET SOUTH OF THE SOUTHEAST
 FB0565'CORNER OF THE TWO-STORY FRAME HOUSE, 55 FEET WEST OF THE CENTER
 FB0565'LINE OF THE HIGHWAY, 38 FEET NORTH OF A LARGE ROCK BOULDER, IN
 FB0565'THE YARD, 31.5 FEET EAST OF A 12-INCH FORKED APPLE TREE, 23.3
 FB0565'FEET NORTHEAST OF AN 8-INCH CHERRY TREE, 18 FEET WEST OF A 4-INCH
 FB0565'CHERRY TREE, AND 12 FEET EAST OF THE SHRUBBERY.  A TENNESSEE
 FB0565'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 206 1940 AND SET IN
 FB0565'THE TOP OF A CONCRETE POST.
 FB0565
 FB0565                          STATION RECOVERY (1992)
 FB0565
 FB0565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0565'STATION NOT FOUND--DESCRIPTION IS INADEQUATE FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0566 ***********************************************************************
 FB0566  DESIGNATION -  AKW 207
 FB0566  PID         -  FB0566
 FB0566  STATE/COUNTY-  NC/HAYWOOD
 FB0566  USGS QUAD   -  CRUSO (1987)
 FB0566
 FB0566                         *CURRENT SURVEY CONTROL
 FB0566  ___________________________________________________________________
 FB0566* NAD 83(1986)-  35 24 11.     (N)    082 48 39.     (W)     SCALED    
 FB0566* NAVD 88     -       923.17   (+/-2cm)    3028.8    (feet)  VERTCON   
 FB0566  ___________________________________________________________________
 FB0566  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FB0566  VERT ORDER  -  ? (See Below)
 FB0566
 FB0566.The horizontal coordinates were scaled from a topographic map and have
 FB0566.an estimated accuracy of +/- 6 seconds.
 FB0566
 FB0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0566.The vertical order pertains to the NGVD 29 superseded value.
 FB0566
 FB0566.The geoid height was determined by GEOID03.
 FB0566
 FB0566;                    North         East    Units  Estimated Accuracy
 FB0566;SPC NC       -   190,020.      263,560.      MT  (+/- 180 meters Scaled)
 FB0566
 FB0566                          SUPERSEDED SURVEY CONTROL
 FB0566
 FB0566  NGVD 29 (??/??/92)  923.134  (m)         3028.65   (f) ADJ UNCH    ?  
 FB0566
 FB0566.Superseded values are not recommended for survey control.
 FB0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0566.See file dsdata.txt to determine how the superseded data were derived.
 FB0566
 FB0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV355192(NAD 83)
 FB0566_MARKER: DB = BENCH MARK DISK
 FB0566_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0566_STAMPING: AKW 207 1940
 FB0566_MARK LOGO: TVA   
 FB0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0566
 FB0566  HISTORY     - Date     Condition        Report By
 FB0566  HISTORY     - 1940     MONUMENTED       TVA
 FB0566  HISTORY     - 19920728 SEE DESCRIPTION  NCGS
 FB0566
 FB0566                          STATION DESCRIPTION
 FB0566
 FB0566'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0566'1.5 MI S FROM CRUSO.
 FB0566'1.5 MILES SOUTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0566'CRUSO, HAYWOOD COUNTY, 0.9 MILE SOUTH OF EAST FORK CHURCH, 0.2
 FB0566'MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST, ON THE PROPERTY
 FB0566'OF NEVILLE POWELL, 140 FEET SOUTHEAST OF A POWER-TRANSMISSION
 FB0566'LINE POLE, 105 FEET SOUTHEAST OF A YELLOW ROAD SIGN, 13.8 FEET
 FB0566'NORTH OF THE NORTHEAST CORNER OF A ONE-STORY FRAME HOUSE PAINTED
 FB0566'GREEN (CAMP EASY), 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FB0566'31.4 FEET SOUTHEAST OF A 5-INCH FORKED BLACK LOCUST TREE, 19.1
 FB0566'FEET SOUTHWEST OF A 3-INCH TRIPLE FORKED SPRUCE TREE, 8 FEET
 FB0566'NORTH OF A 5-INCH SPRUCE TREE, AND 6.3 FEET WEST OF A 6-INCH WHITE
 FB0566'PINE TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED
 FB0566'AKW 207 1940 AND SET IN THE TOP OF A CONCRETE POST.
 FB0566
 FB0566                          STATION RECOVERY (1992)
 FB0566
 FB0566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB0566'STATION NOT FOUND--DESCRIPTION IS INADEQUATE FOR LOCATING THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0567 ***********************************************************************
 FB0567  DESIGNATION -  AKW 208
 FB0567  PID         -  FB0567
 FB0567  STATE/COUNTY-  NC/HAYWOOD
 FB0567  USGS QUAD   -  CRUSO (1987)
 FB0567
 FB0567                         *CURRENT SURVEY CONTROL
 FB0567  ___________________________________________________________________
 FB0567* NAD 83(1986)-  35 23 25.     (N)    082 48 47.     (W)     SCALED    
 FB0567* NAVD 88     -       966.68   (+/-2cm)    3171.5    (feet)  VERTCON   
 FB0567  ___________________________________________________________________
 FB0567  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 FB0567  VERT ORDER  -  ? (See Below)
 FB0567
 FB0567.The horizontal coordinates were scaled from a topographic map and have
 FB0567.an estimated accuracy of +/- 6 seconds.
 FB0567
 FB0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0567.The vertical order pertains to the NGVD 29 superseded value.
 FB0567
 FB0567.The geoid height was determined by GEOID03.
 FB0567
 FB0567;                    North         East    Units  Estimated Accuracy
 FB0567;SPC NC       -   188,610.      263,300.      MT  (+/- 180 meters Scaled)
 FB0567
 FB0567                          SUPERSEDED SURVEY CONTROL
 FB0567
 FB0567  NGVD 29 (??/??/92)  966.634  (m)         3171.36   (f) ADJ UNCH    ?  
 FB0567
 FB0567.Superseded values are not recommended for survey control.
 FB0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0567.See file dsdata.txt to determine how the superseded data were derived.
 FB0567
 FB0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353178(NAD 83)
 FB0567_MARKER: DD = SURVEY DISK
 FB0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0567_STAMPING: AKW 208 1940
 FB0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0567+STABILITY: SURFACE MOTION
 FB0567
 FB0567  HISTORY     - Date     Condition        Report By
 FB0567  HISTORY     - 1940     MONUMENTED       TVA
 FB0567
 FB0567                          STATION DESCRIPTION
 FB0567
 FB0567'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0567'2.6 MI S FROM CRUSO.
 FB0567'2.6 MILES SOUTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0567'CRUSO, HAYWOOD COUNTY, 2 MILES SOUTH OF EAST FORK CHURCH, 0.1 MILE
 FB0567'SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, ON THE PROPERTY OF
 FB0567'M.L. BURRESS, 26 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 FB0567'30 FEET NORTH OF A WALKWAY TO THE HOUSE, IN THE YARD, 21.8 FEET
 FB0567'NORTH OF A 3-INCH UMBRELLA TREE, 35 FEET EAST OF THE CENTER LINE
 FB0567'OF THE HIGHWAY, 34 FEET SOUTHWEST OF A 14-INCH APPLE TREE, 25
 FB0567'FEET SOUTH OF A 3-INCH APPLE TREE, 16.6 FEET NORTHWEST OF A 15-INCH
 FB0567'FORKED CHERRY TREE, 8 FEET NORTH OF A SMALL SPRUCE BUSH, AND 7.5
 FB0567'FEET WEST OF A 4-INCH WHITE PINE TREE.  A TENNESSEE VALLEY
 FB0567'AUTHORITY STANDARD DISK, STAMPED AKW 208 1940 AND SET IN THE TOP
 FB0567'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0569 ***********************************************************************
 FB0569  DESIGNATION -  AKW 209
 FB0569  PID         -  FB0569
 FB0569  STATE/COUNTY-  NC/HAYWOOD
 FB0569  USGS QUAD   -  CRUSO (1987)
 FB0569
 FB0569                         *CURRENT SURVEY CONTROL
 FB0569  ___________________________________________________________________
 FB0569* NAD 83(1986)-  35 22 40.     (N)    082 48 32.     (W)     SCALED    
 FB0569* NAVD 88     -       999.53   (+/-2cm)    3279.3    (feet)  VERTCON   
 FB0569  ___________________________________________________________________
 FB0569  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 FB0569  VERT ORDER  -  ? (See Below)
 FB0569
 FB0569.The horizontal coordinates were scaled from a topographic map and have
 FB0569.an estimated accuracy of +/- 6 seconds.
 FB0569
 FB0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0569.The vertical order pertains to the NGVD 29 superseded value.
 FB0569
 FB0569.The geoid height was determined by GEOID03.
 FB0569
 FB0569;                    North         East    Units  Estimated Accuracy
 FB0569;SPC NC       -   187,210.      263,630.      MT  (+/- 180 meters Scaled)
 FB0569
 FB0569                          SUPERSEDED SURVEY CONTROL
 FB0569
 FB0569  NGVD 29 (??/??/92)  999.480  (m)         3279.13   (f) ADJ UNCH    ?  
 FB0569
 FB0569.Superseded values are not recommended for survey control.
 FB0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0569.See file dsdata.txt to determine how the superseded data were derived.
 FB0569
 FB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV356164(NAD 83)
 FB0569_MARKER: DD = SURVEY DISK
 FB0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0569_STAMPING: AKW 209 1940
 FB0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0569+STABILITY: SURFACE MOTION
 FB0569
 FB0569  HISTORY     - Date     Condition        Report By
 FB0569  HISTORY     - 1940     MONUMENTED       TVA
 FB0569  HISTORY     - 1941     POOR             TVA
 FB0569
 FB0569                          STATION DESCRIPTION
 FB0569
 FB0569'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0569'3.7 MI S FROM CRUSO.
 FB0569'3.7 MILES SOUTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0569'CRUSO, HAYWOOD COUNTY, 3.1 MILES SOUTH OF EAST FORK CHURCH, 500
 FB0569'FEET WEST OF A WOODEN BRIDGE OVER EAST FORK PIGEON RIVER, 200 FEET
 FB0569'SOUTH OF THE Y-JUNCTION OF A ROAD LEADING SOUTHEAST, 50 FEET
 FB0569'NORTHWEST OF A DRAIN UNDER THE HIGHWAY, 31 FEET WEST OF THE CENTER
 FB0569'LINE OF THE HIGHWAY, ON THE NORTH SIDE OF A SMALL HOLLOW NEAR
 FB0569'AN ABANDONED SAND PIT, 125 FEET NORTHEAST OF A 40-INCH FORKED
 FB0569'POPLAR TREE UP THE HOLLOW, 48.5 FEET NORTHEAST OF AN 8-INCH
 FB0569'BLAZED POPLAR TREE, 50.5 FEET NORTHEAST OF AN 18-INCH BLAZED
 FB0569'POPLAR TREE, 36 FEET SOUTHEAST OF A 6-INCH SPANISH OAK TREE ON
 FB0569'THE TOP OF A BANK, AND 21 FEET WEST OF A DITCH LINE.  A TENNESSEE
 FB0569'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 209 1940 AND SET IN
 FB0569'THE TOP OF A CONCRETE POST.  NOTE-- THE MONUMENT HAS BEEN CHIPPED
 FB0569'AND APPARENTLY PUSHED OUT OF ORIGINAL POSITION.  USE WITH CAUTION.
 FB0569
 FB0569                          STATION RECOVERY (1941)
 FB0569
 FB0569'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1941
 FB0569'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0570 ***********************************************************************
 FB0570  DESIGNATION -  AKW 210
 FB0570  PID         -  FB0570
 FB0570  STATE/COUNTY-  NC/HAYWOOD
 FB0570  USGS QUAD   -  SHINING ROCK (1978)
 FB0570
 FB0570                         *CURRENT SURVEY CONTROL
 FB0570  ___________________________________________________________________
 FB0570* NAD 83(1986)-  35 21 52.     (N)    082 49 07.     (W)     SCALED    
 FB0570* NAVD 88     -      1031.41   (+/-2cm)    3383.9    (feet)  VERTCON   
 FB0570  ___________________________________________________________________
 FB0570  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 FB0570  VERT ORDER  -  ? (See Below)
 FB0570
 FB0570.The horizontal coordinates were scaled from a topographic map and have
 FB0570.an estimated accuracy of +/- 6 seconds.
 FB0570
 FB0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0570.The vertical order pertains to the NGVD 29 superseded value.
 FB0570
 FB0570.The geoid height was determined by GEOID03.
 FB0570
 FB0570;                    North         East    Units  Estimated Accuracy
 FB0570;SPC NC       -   185,760.      262,690.      MT  (+/- 180 meters Scaled)
 FB0570
 FB0570                          SUPERSEDED SURVEY CONTROL
 FB0570
 FB0570  NGVD 29 (??/??/92) 1031.353  (m)         3383.70   (f) ADJ UNCH    ?  
 FB0570
 FB0570.Superseded values are not recommended for survey control.
 FB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0570.See file dsdata.txt to determine how the superseded data were derived.
 FB0570
 FB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV347149(NAD 83)
 FB0570_MARKER: DD = SURVEY DISK
 FB0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0570_SP_SET: BRIDGE
 FB0570_STAMPING: AKW 210 1940
 FB0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0570
 FB0570  HISTORY     - Date     Condition        Report By
 FB0570  HISTORY     - 1940     MONUMENTED       TVA
 FB0570
 FB0570                          STATION DESCRIPTION
 FB0570
 FB0570'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0570'5 MI S FROM CRUSO.
 FB0570'5.0 MILES SOUTH ALONG U.S. HIGHWAY 276 FROM THE POST OFFICE AT
 FB0570'CRUSO, HAYWOOD COUNTY, 3.0 MILES WEST OF WAGON ROAD GAP, 500 FEET
 FB0570'NORTHEAST OF THE FOREST RANGERS RESIDENCE, 25 FEET NORTHWEST
 FB0570'OF A GAME REFUGE SIGN, 25.4 FEET SOUTH OF AN EAST FORK PIGEON
 FB0570'RIVER SIGN, AT A BRIDGE OVER THE RIVER, IN THE TOP OF THE EAST
 FB0570'ABUTMENT, 6 FEET SOUTH OF THE EAST END OF THE SOUTH RAIL, 2.8
 FB0570'FEET NORTH OF THE TOP OF THE SOUTHEAST WING WALL, AND JUST EAST
 FB0570'AND ABOVE AN OLD LOGGING RAILROAD UNDER THE BRIDGE.  A TENNESSEE
 FB0570'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 210 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0571 ***********************************************************************
 FB0571  DESIGNATION -  AKW 211
 FB0571  PID         -  FB0571
 FB0571  STATE/COUNTY-  NC/HAYWOOD
 FB0571  USGS QUAD   -  SHINING ROCK (1978)
 FB0571
 FB0571                         *CURRENT SURVEY CONTROL
 FB0571  ___________________________________________________________________
 FB0571* NAD 83(1986)-  35 22 16.     (N)    082 48 37.     (W)     SCALED    
 FB0571* NAVD 88     -      1150.94   (+/-2cm)    3776.0    (feet)  VERTCON   
 FB0571  ___________________________________________________________________
 FB0571  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FB0571  VERT ORDER  -  ? (See Below)
 FB0571
 FB0571.The horizontal coordinates were scaled from a topographic map and have
 FB0571.an estimated accuracy of +/- 6 seconds.
 FB0571
 FB0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0571.The vertical order pertains to the NGVD 29 superseded value.
 FB0571
 FB0571.The geoid height was determined by GEOID03.
 FB0571
 FB0571;                    North         East    Units  Estimated Accuracy
 FB0571;SPC NC       -   186,470.      263,470.      MT  (+/- 180 meters Scaled)
 FB0571
 FB0571                          SUPERSEDED SURVEY CONTROL
 FB0571
 FB0571  NGVD 29 (??/??/92) 1150.896  (m)         3775.90   (f) ADJ UNCH    ?  
 FB0571
 FB0571.Superseded values are not recommended for survey control.
 FB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0571.See file dsdata.txt to determine how the superseded data were derived.
 FB0571
 FB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV355157(NAD 83)
 FB0571_MARKER: DD = SURVEY DISK
 FB0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0571_STAMPING: AKW 211 1940
 FB0571_MARK LOGO: TVA   
 FB0571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0571+STABILITY: SURFACE MOTION
 FB0571
 FB0571  HISTORY     - Date     Condition        Report By
 FB0571  HISTORY     - 1940     MONUMENTED       TVA
 FB0571  HISTORY     - 19921207 GOOD             NCGS
 FB0571
 FB0571                          STATION DESCRIPTION
 FB0571
 FB0571'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0571'2 MI W FROM WAGON ROAD GAP.
 FB0571'2.0 MILES WEST ALONG U.S. HIGHWAY 276 FROM WAGON ROAD GAP, HAYWOOD
 FB0571'COUNTY, 1 MILE NORTHEAST OF A STEEL BRIDGE OVER EAST FORK PIGEON
 FB0571'RIVER, 100 FEET WEST OF THE EAST END OF AN 18-INCH METAL CULVERT,
 FB0571'ON THE NORTHWEST SIDE OF THE HIGHWAY, ON THE OUTSIDE OF A SHARP
 FB0571'CURVE, ON THE TOP OF THE BANK OF A 15-FOOT EARTH CUT ON EACH
 FB0571'SIDE OF THE HIGHWAY, 6 FEET NORTHWEST OF THE TOP OF THE BANK,
 FB0571'22.8 FEET SOUTHEAST OF A 10-INCH HICKORY TREE (BLAZED), 12 FEET
 FB0571'SOUTHEAST OF A 36-INCH OAK TREE STUMP, 11.1 FEET NORTHEAST OF A
 FB0571'5-INCH MAPLE TREE (BLAZED), AND 10.6 FEET NORTHWEST OF A 4-INCH
 FB0571'HICKORY TREE (BLAZED).  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0571'DISK, STAMPED AKW 211 1940 AND SET IN THE TOP OF A CONCRETE
 FB0571'POST.
 FB0571
 FB0571                          STATION RECOVERY (1992)
 FB0571
 FB0571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EK)
 FB0571'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF CRUSO, IN PISGAH
 FB0571'NATIONAL FOREST. ALONG US 276 FOR 1 MI (1.6 KM) NORTHEAST FROM THE
 FB0571'STEEL BRIDGE OVER THE EAST FORK OF THE PIGEON RIVER, ON THE NORTHWEST
 FB0571'SIDE OF THE HIGHWAY, OUTSIDE OF A SHARP CURVE, ON TOP OF A 15-BANK.
 FB0571'LOCATED 6.0 FT (1.8 M) NORTHWEST OF THE TOP OF THE BANK, 100 FT (30.5
 FB0571'M) WEST OF THE EAST END OF AN 18-INCH METAL CULVERT, 12 FT (3.7 M)
 FB0571'SOUTHEAST OF A 36-INCH OAK STUMP--AND 10.6 FT (3.2 M) NORTHWEST OF A
 FB0571'4-INCH HICKORY, 11.1 FT (3.4 M) NORTHEAST OF A 5-INCH MAPLE, 22.8 FT
 FB0571'(6.9 M) SOUTHEAST OF A 10-INCH HICKORY--ALL BLAZED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0572 ***********************************************************************
 FB0572  DESIGNATION -  AKW 212
 FB0572  PID         -  FB0572
 FB0572  STATE/COUNTY-  NC/HAYWOOD
 FB0572  USGS QUAD   -  SHINING ROCK (1978)
 FB0572
 FB0572                         *CURRENT SURVEY CONTROL
 FB0572  ___________________________________________________________________
 FB0572* NAD 83(1986)-  35 22 02.     (N)    082 48 11.     (W)     SCALED    
 FB0572* NAVD 88     -      1234.37   (+/-2cm)    4049.8    (feet)  VERTCON   
 FB0572  ___________________________________________________________________
 FB0572  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 FB0572  VERT ORDER  -  ? (See Below)
 FB0572
 FB0572.The horizontal coordinates were scaled from a topographic map and have
 FB0572.an estimated accuracy of +/- 6 seconds.
 FB0572
 FB0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0572.The vertical order pertains to the NGVD 29 superseded value.
 FB0572
 FB0572.The geoid height was determined by GEOID03.
 FB0572
 FB0572;                    North         East    Units  Estimated Accuracy
 FB0572;SPC NC       -   186,020.      264,110.      MT  (+/- 180 meters Scaled)
 FB0572
 FB0572                          SUPERSEDED SURVEY CONTROL
 FB0572
 FB0572  NGVD 29 (??/??/92) 1234.330  (m)         4049.63   (f) ADJ UNCH    ?  
 FB0572
 FB0572.Superseded values are not recommended for survey control.
 FB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0572.See file dsdata.txt to determine how the superseded data were derived.
 FB0572
 FB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV361152(NAD 83)
 FB0572_MARKER: DD = SURVEY DISK
 FB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0572_STAMPING: AKW 212 1940
 FB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0572+STABILITY: SURFACE MOTION
 FB0572
 FB0572  HISTORY     - Date     Condition        Report By
 FB0572  HISTORY     - 1940     MONUMENTED       TVA
 FB0572  HISTORY     - 1945     MARK NOT FOUND   NGS
 FB0572
 FB0572                          STATION DESCRIPTION
 FB0572
 FB0572'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0572'1.2 MI W FROM WAGON ROAD GAP.
 FB0572'1.2 MILES WEST ALONG U.S. HIGHWAY 276 FROM WAGON ROAD GAP, HAYWOOD
 FB0572'COUNTY, 50 FEET NORTHWEST OF A 20-FOOT ROCK AT THE POINT OF A
 FB0572'CURVE, 38 FEET SOUTHEAST OF THE SOUTH END OF AN 18-INCH METAL
 FB0572'CULVERT, 50 FEET WEST OF A 12-INCH SPRUCE TREE ON A BANK, 24 FEET
 FB0572'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF A
 FB0572'30-INCH LINDEN TREE (BLAZED), 40.5 FEET NORTHEAST OF A 15-INCH
 FB0572'BIRCH TREE (BLAZED), 22 FEET NORTHWEST OF A 36-INCH LINDEN TREE
 FB0572'(BLAZED), AND 8.5 FEET SOUTHWEST OF A DITCH LINE.  A TENNESSEE
 FB0572'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 212 1940 AND SET
 FB0572'IN THE TOP OF A CONCRETE POST.
 FB0572
 FB0572                          STATION RECOVERY (1945)
 FB0572
 FB0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FB0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0612 ***********************************************************************
 FB0612  DESIGNATION -  AKW 215
 FB0612  PID         -  FB0612
 FB0612  STATE/COUNTY-  NC/JACKSON
 FB0612  USGS QUAD   -  SAM KNOB (1978)
 FB0612
 FB0612                         *CURRENT SURVEY CONTROL
 FB0612  ___________________________________________________________________
 FB0612* NAD 83(1986)-  35 15 45.     (N)    082 56 03.     (W)     SCALED    
 FB0612* NAVD 88     -      1204.42   (+/-2cm)    3951.5    (feet)  VERTCON   
 FB0612  ___________________________________________________________________
 FB0612  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 FB0612  VERT ORDER  -  ? (See Below)
 FB0612
 FB0612.The horizontal coordinates were scaled from a topographic map and have
 FB0612.an estimated accuracy of +/- 6 seconds.
 FB0612
 FB0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0612.The vertical order pertains to the NGVD 29 superseded value.
 FB0612
 FB0612.The geoid height was determined by GEOID03.
 FB0612
 FB0612;                    North         East    Units  Estimated Accuracy
 FB0612;SPC NC       -   174,870.      251,750.      MT  (+/- 180 meters Scaled)
 FB0612
 FB0612                          SUPERSEDED SURVEY CONTROL
 FB0612
 FB0612  NGVD 29 (??/??/92) 1204.364  (m)         3951.32   (f) ADJ UNCH    ?  
 FB0612
 FB0612.Superseded values are not recommended for survey control.
 FB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0612.See file dsdata.txt to determine how the superseded data were derived.
 FB0612
 FB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV240038(NAD 83)
 FB0612_MARKER: DD = SURVEY DISK
 FB0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0612_STAMPING: AKW 215 1940
 FB0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0612+STABILITY: SURFACE MOTION
 FB0612
 FB0612  HISTORY     - Date     Condition        Report By
 FB0612  HISTORY     - 1940     MONUMENTED       TVA
 FB0612  HISTORY     - 19941021 MARK NOT FOUND   USPSQD
 FB0612
 FB0612                          STATION DESCRIPTION
 FB0612
 FB0612'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0612'1 MI W FROM PINHOOK GAP.
 FB0612'IN JACKSON COUNTY, 1.0 MILE WEST ALONG THE ROAD BETWEEN PINHOOK
 FB0612'GAP AND CATHEY GAP FROM PINHOOK GAP, TRANSYLVANIA COUNTY, 6.5
 FB0612'MILES NORTHWEST OF BALSAM GROVE SCHOOL, 2.0 MILES EAST OF CHARLEY
 FB0612'CREEK SCHOOL, ON THE PROPERTY OF HARLEY MC CALL, 100 FEET WEST OF
 FB0612'THE ONE-STORY FRAME HOUSE, 88 FEET EAST OF A 24-INCH MAPLE TREE,
 FB0612'88.5 FEET SOUTH OF A 4-INCH APPLE TREE, ON THE NORTH SIDE OF THE
 FB0612'ROAD, 9.5 FEET NORTH OF A PATH, 6.6 FEET NORTHWEST OF A FENCE
 FB0612'CORNER, AND 2.5 FEET WEST OF A FENCE LINE.  A TENNESSEE VALLEY
 FB0612'AUTHORITY STANDARD DISK, STAMPED AKW 215 1940 AND SET IN THE TOP
 FB0612'OF A CONCRETE POST.
 FB0612
 FB0612                          STATION RECOVERY (1994)
 FB0612
 FB0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0613 ***********************************************************************
 FB0613  DESIGNATION -  AKW 216
 FB0613  PID         -  FB0613
 FB0613  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0613  USGS QUAD   -  SAM KNOB (1978)
 FB0613
 FB0613                         *CURRENT SURVEY CONTROL
 FB0613  ___________________________________________________________________
 FB0613* NAD 83(1986)-  35 15 43.     (N)    082 55 18.     (W)     SCALED    
 FB0613* NAVD 88     -      1272.51   (+/-2cm)    4174.9    (feet)  VERTCON   
 FB0613  ___________________________________________________________________
 FB0613  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 FB0613  VERT ORDER  -  ? (See Below)
 FB0613
 FB0613.The horizontal coordinates were scaled from a topographic map and have
 FB0613.an estimated accuracy of +/- 6 seconds.
 FB0613
 FB0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0613.The vertical order pertains to the NGVD 29 superseded value.
 FB0613
 FB0613.The geoid height was determined by GEOID03.
 FB0613
 FB0613;                    North         East    Units  Estimated Accuracy
 FB0613;SPC NC       -   174,770.      252,880.      MT  (+/- 180 meters Scaled)
 FB0613
 FB0613                          SUPERSEDED SURVEY CONTROL
 FB0613
 FB0613  NGVD 29 (??/??/92) 1272.453  (m)         4174.71   (f) ADJ UNCH    ?  
 FB0613
 FB0613.Superseded values are not recommended for survey control.
 FB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0613.See file dsdata.txt to determine how the superseded data were derived.
 FB0613
 FB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV251037(NAD 83)
 FB0613_MARKER: DD = SURVEY DISK
 FB0613_SETTING: 66 = SET IN ROCK OUTCROP
 FB0613_SP_SET: ROCK OUTCROP
 FB0613_STAMPING: AKW 216 1940
 FB0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0613+STABILITY: POSITION/ELEVATION WELL
 FB0613
 FB0613  HISTORY     - Date     Condition        Report By
 FB0613  HISTORY     - 1940     MONUMENTED       TVA
 FB0613
 FB0613                          STATION DESCRIPTION
 FB0613
 FB0613'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0613'AT PINHOOK GAP.
 FB0613'AT PINHOOK GAP, TRANSYLVANIA COUNTY, 5.5 MILES NORTHWEST OF
 FB0613'BALSAM GROVE SCHOOL, AT THE TRANSYLVANIA-JACKSON COUNTY LINE,
 FB0613'IN PISGAH NATIONAL FOREST, 68 FEET SOUTHEAST OF A 36-INCH BLACK
 FB0613'OAK TREE STUMP IN THE GAP, 79 FEET SOUTHWEST ACROSS THE ROAD
 FB0613'FROM A 30-INCH BLACK OAK TREE, ON THE SOUTH SIDE OF THE ROAD,
 FB0613'26 FEET SOUTH OF THE TOP OF A CUT, ON THE EAST DRAINAGE SIDE
 FB0613'OF THE GAP, JUST EAST OF A FOREST SERVICE TELEPHONE LINE AT A
 FB0613'SPLICE IN THE LINE, 22 FEET SOUTH OF A 24-INCH CHESTNUT TREE
 FB0613'STUMP ON THE TOP OF A ROAD CUT, 20.1 FEET NORTH OF AN 18-INCH
 FB0613'HICKORY TREE, 16.3 FEET NORTHEAST OF A 10-INCH HICKORY TREE,
 FB0613'AND IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY
 FB0613'STANDARD DISK, STAMPED AKW 216 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0614 ***********************************************************************
 FB0614  DESIGNATION -  AKW 217
 FB0614  PID         -  FB0614
 FB0614  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0614  USGS QUAD   -  SAM KNOB (1978)
 FB0614
 FB0614                         *CURRENT SURVEY CONTROL
 FB0614  ___________________________________________________________________
 FB0614* NAD 83(1986)-  35 15 11.     (N)    082 55 06.     (W)     SCALED    
 FB0614* NAVD 88     -      1140.59   (+/-2cm)    3742.1    (feet)  VERTCON   
 FB0614  ___________________________________________________________________
 FB0614  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FB0614  VERT ORDER  -  ? (See Below)
 FB0614
 FB0614.The horizontal coordinates were scaled from a topographic map and have
 FB0614.an estimated accuracy of +/- 6 seconds.
 FB0614
 FB0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0614.The vertical order pertains to the NGVD 29 superseded value.
 FB0614
 FB0614.The geoid height was determined by GEOID03.
 FB0614
 FB0614;                    North         East    Units  Estimated Accuracy
 FB0614;SPC NC       -   173,770.      253,150.      MT  (+/- 180 meters Scaled)
 FB0614
 FB0614                          SUPERSEDED SURVEY CONTROL
 FB0614
 FB0614  NGVD 29 (??/??/92) 1140.546  (m)         3741.94   (f) ADJ UNCH    ?  
 FB0614
 FB0614.Superseded values are not recommended for survey control.
 FB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0614.See file dsdata.txt to determine how the superseded data were derived.
 FB0614
 FB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV254027(NAD 83)
 FB0614_MARKER: DD = SURVEY DISK
 FB0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0614_STAMPING: AKW 217 1940
 FB0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0614+STABILITY: SURFACE MOTION
 FB0614
 FB0614  HISTORY     - Date     Condition        Report By
 FB0614  HISTORY     - 1940     MONUMENTED       TVA
 FB0614
 FB0614                          STATION DESCRIPTION
 FB0614
 FB0614'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0614'1.1 MI S FROM PINHOOK GAP.
 FB0614'1.1 MILES SOUTH ALONG THE TENNESSEE BALD ROAD FROM PINHOOK GAP,
 FB0614'TRANSYLVANIA COUNTY, 4.4 MILES NORTHWEST OF BALSAM GROVE SCHOOL,
 FB0614'60 FEET WEST OF THE NORTH END OF A 20-INCH METAL CULVERT, 80 FEET
 FB0614'WEST OF A 12-INCH SPRUCE TREE, 76.2 FEET EAST OF A 30-INCH WILD
 FB0614'CHERRY TREE, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33
 FB0614'FEET SOUTHWEST OF A 6-INCH TRIPLE HICKORY TREE, 16.3 FEET
 FB0614'SOUTHEAST OF A 36-INCH CHESTNUT TREE STUMP WITH A LAUREL BUSH
 FB0614'IN THE TOP, AND 14.7 FEET SOUTH OF A LARGE SURFACE BOULDER.  A
 FB0614'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 217 1940
 FB0614'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0615 ***********************************************************************
 FB0615  DESIGNATION -  AKW 218
 FB0615  PID         -  FB0615
 FB0615  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0615  USGS QUAD   -  SAM KNOB (1978)
 FB0615
 FB0615                         *CURRENT SURVEY CONTROL
 FB0615  ___________________________________________________________________
 FB0615* NAD 83(1986)-  35 15 27.     (N)    082 54 15.     (W)     SCALED    
 FB0615* NAVD 88     -       995.78   (+/-2cm)    3267.0    (feet)  VERTCON   
 FB0615  ___________________________________________________________________
 FB0615  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 FB0615  VERT ORDER  -  ? (See Below)
 FB0615
 FB0615.The horizontal coordinates were scaled from a topographic map and have
 FB0615.an estimated accuracy of +/- 6 seconds.
 FB0615
 FB0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0615.The vertical order pertains to the NGVD 29 superseded value.
 FB0615
 FB0615.The geoid height was determined by GEOID03.
 FB0615
 FB0615;                    North         East    Units  Estimated Accuracy
 FB0615;SPC NC       -   174,210.      254,450.      MT  (+/- 180 meters Scaled)
 FB0615
 FB0615                          SUPERSEDED SURVEY CONTROL
 FB0615
 FB0615  NGVD 29 (??/??/92)  995.736  (m)         3266.84   (f) ADJ UNCH    ?  
 FB0615
 FB0615.Superseded values are not recommended for survey control.
 FB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0615.See file dsdata.txt to determine how the superseded data were derived.
 FB0615
 FB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV267032(NAD 83)
 FB0615_MARKER: DD = SURVEY DISK
 FB0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0615_SP_SET: BRIDGE
 FB0615_STAMPING: AKW 218 1940
 FB0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0615
 FB0615  HISTORY     - Date     Condition        Report By
 FB0615  HISTORY     - 1940     MONUMENTED       TVA
 FB0615
 FB0615                          STATION DESCRIPTION
 FB0615
 FB0615'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1940
 FB0615'2.3 MI SE FROM PINHOOK GAP.
 FB0615'2.3 MILES SOUTHEAST ALONG THE TENNESSEE BALD ROAD FROM PINHOOK GAP,
 FB0615'TRANSYLVANIA COUNTY, 3.2 MILES NORTHWEST OF BALSAM GROVE SCHOOL,
 FB0615'60 FEET WEST OF A T-ROAD LEADING UP THE LEFT BANK OF BEETREE FORK
 FB0615'CREEK, 45.2 FEET SOUTHWEST OF A 4-INCH SPRUCE TREE, 29.4 FEET
 FB0615'SOUTHEAST OF A 6-INCH FORKED WILLOW TREE, AT A CONCRETE BRIDGE
 FB0615'OVER THE CREEK, IN THE TOP OF THE NORTH WING WALL OF THE EAST
 FB0615'ABUTMENT, 0.5 FOOT NORTH OF THE EAST END, 11.5 FEET NORTHWEST
 FB0615'OF THE CENTER LINE OF THE BRIDGE, AND 5 FEET WEST OF A LAUREL
 FB0615'BUSH ON THE EDGE OF A FILL.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0615'DISK, STAMPED AKW 218 1940.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0616 ***********************************************************************
 FB0616  DESIGNATION -  AKW 219
 FB0616  PID         -  FB0616
 FB0616  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0616  USGS QUAD   -  SAM KNOB (1978)
 FB0616
 FB0616                         *CURRENT SURVEY CONTROL
 FB0616  ___________________________________________________________________
 FB0616* NAD 83(1986)-  35 15 07.     (N)    082 53 19.     (W)     SCALED    
 FB0616* NAVD 88     -       898.31   (+/-2cm)    2947.2    (feet)  VERTCON   
 FB0616  ___________________________________________________________________
 FB0616  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 FB0616  VERT ORDER  -  ? (See Below)
 FB0616
 FB0616.The horizontal coordinates were scaled from a topographic map and have
 FB0616.an estimated accuracy of +/- 6 seconds.
 FB0616
 FB0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0616.The vertical order pertains to the NGVD 29 superseded value.
 FB0616
 FB0616.The geoid height was determined by GEOID03.
 FB0616
 FB0616;                    North         East    Units  Estimated Accuracy
 FB0616;SPC NC       -   173,540.      255,840.      MT  (+/- 180 meters Scaled)
 FB0616
 FB0616                          SUPERSEDED SURVEY CONTROL
 FB0616
 FB0616  NGVD 29 (??/??/92)  898.273  (m)         2947.08   (f) ADJ UNCH    ?  
 FB0616
 FB0616.Superseded values are not recommended for survey control.
 FB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0616.See file dsdata.txt to determine how the superseded data were derived.
 FB0616
 FB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV281026(NAD 83)
 FB0616_MARKER: DD = SURVEY DISK
 FB0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0616_SP_SET: ABUTMENT
 FB0616_STAMPING: AKW 219 1941
 FB0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0616
 FB0616  HISTORY     - Date     Condition        Report By
 FB0616  HISTORY     - 1941     MONUMENTED       TVA
 FB0616
 FB0616                          STATION DESCRIPTION
 FB0616
 FB0616'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0616'3.6 MI SE FROM PINHOOK GAP.
 FB0616'3.6 MILES SOUTHEAST ALONG THE TENNESSEE BALD ROAD FROM PINHOOK
 FB0616'GAP, TRANSYLVANIA COUNTY, 2.1 MILES NORTHWEST OF THE POST OFFICE
 FB0616'AT BALSAM GROVE, 1.9 MILES NORTHWEST OF BALSAM GROVE SCHOOL,
 FB0616'1.3 MILES NORTHWEST OF THE JUNCTION OF GLOUCESTER ROAD, 125 FEET
 FB0616'WEST OF THE JUNCTION OF THE COURTHOUSE CREEK ROAD, 100 FEET
 FB0616'SOUTHWEST OF A GATE ON THE COURTHOUSE CREEK ROAD, 70 FEET
 FB0616'SOUTHWEST OF A TENNESSEE BALD ROAD SIGN, AT THE SOUTH END OF A
 FB0616'CONCRETE BRIDGE OVER NORTH FORK FRENCH BROAD RIVER, IN THE TOP
 FB0616'OF THE EAST ABUTMENT AT THE POINT WHERE THE SOUTHEAST WING WALL
 FB0616'ANGLES DOWNWARD, 11.5 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE,
 FB0616'AND 0.4 FOOT SOUTH OF THE GUARDRAIL.  A TENNESSEE VALLEY AUTHORITY
 FB0616'STANDARD DISK, STAMPED AKW 219 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0617 ***********************************************************************
 FB0617  DESIGNATION -  AKW 221
 FB0617  PID         -  FB0617
 FB0617  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0617  USGS QUAD   -  SAM KNOB (1978)
 FB0617
 FB0617                         *CURRENT SURVEY CONTROL
 FB0617  ___________________________________________________________________
 FB0617* NAD 83(1986)-  35 15 56.     (N)    082 53 19.     (W)     SCALED    
 FB0617* NAVD 88     -       971.94   (+/-2cm)    3188.8    (feet)  VERTCON   
 FB0617  ___________________________________________________________________
 FB0617  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 FB0617  VERT ORDER  -  ? (See Below)
 FB0617
 FB0617.The horizontal coordinates were scaled from a topographic map and have
 FB0617.an estimated accuracy of +/- 6 seconds.
 FB0617
 FB0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0617.The vertical order pertains to the NGVD 29 superseded value.
 FB0617
 FB0617.The geoid height was determined by GEOID03.
 FB0617
 FB0617;                    North         East    Units  Estimated Accuracy
 FB0617;SPC NC       -   175,050.      255,900.      MT  (+/- 180 meters Scaled)
 FB0617
 FB0617                          SUPERSEDED SURVEY CONTROL
 FB0617
 FB0617  NGVD 29 (??/??/92)  971.889  (m)         3188.61   (f) ADJ UNCH    ?  
 FB0617
 FB0617.Superseded values are not recommended for survey control.
 FB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0617.See file dsdata.txt to determine how the superseded data were derived.
 FB0617
 FB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV282041(NAD 83)
 FB0617_MARKER: DD = SURVEY DISK
 FB0617_SETTING: 66 = SET IN ROCK OUTCROP
 FB0617_SP_SET: ROCK OUTCROP
 FB0617_STAMPING: AKW 221 1941
 FB0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0617+STABILITY: POSITION/ELEVATION WELL
 FB0617
 FB0617  HISTORY     - Date     Condition        Report By
 FB0617  HISTORY     - 1941     MONUMENTED       TVA
 FB0617
 FB0617                          STATION DESCRIPTION
 FB0617
 FB0617'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0617'3.6 MI SE FROM PINHOOK GAP.
 FB0617'3.6 MILES SOUTHEAST ALONG THE TENNESSEE BALD ROAD FROM PINHOOK GAP,
 FB0617'TRANSYLVANIA COUNTY, THENCE 1.7 MILES NORTH ALONG THE COURTHOUSE
 FB0617'CREEK ROAD, 3.8 MILES NORTHWEST OF THE POST OFFICE AT BALSAM
 FB0617'GROVE, 65 FEET SOUTH OF THE CONFLUENCE OF COURTHOUSE CREEK AND
 FB0617'NORTH FORK FRENCH BROAD RIVER AT THE TOE OF A 25-FOOT BLUFF,
 FB0617'250 FEET WEST ACROSS THE RIVER FROM BARE ROCK, 30 FEET NORTH OF A
 FB0617'12-INCH SPRUCE TREE ON THE EDGE OF THE BLUFF, ON THE WEST SIDE
 FB0617'OF THE ROAD, 27.1 FEET WEST OF THE WEST END OF THE SOUTH CULVERT
 FB0617'OF FOUR 40-INCH METAL CULVERTS, 32.4 FEET NORTHWEST OF THE SOUTH
 FB0617'END OF THE WEST HEAD WALL OF THE CULVERTS, 8 FEET SOUTHWEST OF
 FB0617'THE WATERS EDGE, 5.8 FEET NORTHEAST OF A 3-INCH WATER-BIRCH TREE,
 FB0617'1 FOOT NORTHEAST OF A 12-INCH VERTICAL LEDGE, AND IN THE TOP OF
 FB0617'A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB0617'STAMPED AKW 221 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0618 ***********************************************************************
 FB0618  DESIGNATION -  AKW 222
 FB0618  PID         -  FB0618
 FB0618  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0618  USGS QUAD   -  SAM KNOB (1978)
 FB0618
 FB0618                         *CURRENT SURVEY CONTROL
 FB0618  ___________________________________________________________________
 FB0618* NAD 83(1986)-  35 16 09.     (N)    082 53 20.     (W)     SCALED    
 FB0618* NAVD 88     -      1068.12   (+/-2cm)    3504.3    (feet)  VERTCON   
 FB0618  ___________________________________________________________________
 FB0618  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 FB0618  VERT ORDER  -  ? (See Below)
 FB0618
 FB0618.The horizontal coordinates were scaled from a topographic map and have
 FB0618.an estimated accuracy of +/- 6 seconds.
 FB0618
 FB0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0618.The vertical order pertains to the NGVD 29 superseded value.
 FB0618
 FB0618.The geoid height was determined by GEOID03.
 FB0618
 FB0618;                    North         East    Units  Estimated Accuracy
 FB0618;SPC NC       -   175,450.      255,890.      MT  (+/- 180 meters Scaled)
 FB0618
 FB0618                          SUPERSEDED SURVEY CONTROL
 FB0618
 FB0618  NGVD 29 (??/??/92) 1068.072  (m)         3504.17   (f) ADJ UNCH    ?  
 FB0618
 FB0618.Superseded values are not recommended for survey control.
 FB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0618.See file dsdata.txt to determine how the superseded data were derived.
 FB0618
 FB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV281045(NAD 83)
 FB0618_MARKER: DD = SURVEY DISK
 FB0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0618_STAMPING: AKW 222 1941
 FB0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0618+STABILITY: SURFACE MOTION
 FB0618
 FB0618  HISTORY     - Date     Condition        Report By
 FB0618  HISTORY     - 1941     MONUMENTED       TVA
 FB0618
 FB0618                          STATION DESCRIPTION
 FB0618
 FB0618'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0618'3.6 MI SE FROM PINHOOK GAP.
 FB0618'3.6 MILES SOUTHEAST ALONG THE TENNESSEE BALD ROAD FROM PINHOOK GAP,
 FB0618'TRANSYLVANIA COUNTY, THENCE 2.6 MILES NORTH ALONG THE COURTHOUSE
 FB0618'CREEK ROAD, 4.7 MILES NORTHWEST OF THE POST OFFICE AT BALSAM
 FB0618'GROVE, 0.35 MILE SOUTHWEST OF A SHARP HAIRPIN CURVE ON KIESEE
 FB0618'CREEK, 0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING NORTH,
 FB0618'95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE EDGE OF A
 FB0618'WOODS, AT THE SOUTH POINT OF A SMALL LEVEL PARKING AREA, 32.4 FEET
 FB0618'NORTHWEST OF A 15-INCH BLACK OAK TREE, 13 FEET NORTHEAST OF AN
 FB0618'8-INCH DOUBLE SPANISH OAK TREE, AND 11.3 FEET SOUTHWEST OF AN
 FB0618'8-INCH WHITE OAK TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0618'DISK, STAMPED AKW 222 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0619 ***********************************************************************
 FB0619  DESIGNATION -  AKW 223
 FB0619  PID         -  FB0619
 FB0619  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0619  USGS QUAD   -  SAM KNOB (1978)
 FB0619
 FB0619                         *CURRENT SURVEY CONTROL
 FB0619  ___________________________________________________________________
 FB0619* NAD 83(1986)-  35 16 33.     (N)    082 53 29.     (W)     SCALED    
 FB0619* NAVD 88     -      1051.44   (+/-2cm)    3449.6    (feet)  VERTCON   
 FB0619  ___________________________________________________________________
 FB0619  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FB0619  VERT ORDER  -  ? (See Below)
 FB0619
 FB0619.The horizontal coordinates were scaled from a topographic map and have
 FB0619.an estimated accuracy of +/- 6 seconds.
 FB0619
 FB0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0619.The vertical order pertains to the NGVD 29 superseded value.
 FB0619
 FB0619.The geoid height was determined by GEOID03.
 FB0619
 FB0619;                    North         East    Units  Estimated Accuracy
 FB0619;SPC NC       -   176,200.      255,700.      MT  (+/- 180 meters Scaled)
 FB0619
 FB0619                          SUPERSEDED SURVEY CONTROL
 FB0619
 FB0619  NGVD 29 (??/??/92) 1051.382  (m)         3449.41   (f) ADJ UNCH    ?  
 FB0619
 FB0619.Superseded values are not recommended for survey control.
 FB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0619.See file dsdata.txt to determine how the superseded data were derived.
 FB0619
 FB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV279052(NAD 83)
 FB0619_MARKER: DD = SURVEY DISK
 FB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0619_STAMPING: AKW 223 1941
 FB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0619+STABILITY: SURFACE MOTION
 FB0619
 FB0619  HISTORY     - Date     Condition        Report By
 FB0619  HISTORY     - 1941     MONUMENTED       TVA
 FB0619
 FB0619                          STATION DESCRIPTION
 FB0619
 FB0619'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0619'3.6 MI SE FROM PINHOOK GAP.
 FB0619'3.6 MILES SOUTHEAST ALONG THE TENNESSEE BALD ROAD FROM PINHOOK GAP,
 FB0619'TRANSYLVANIA COUNTY, THENCE 3.4 MILES NORTH ALONG THE COURTHOUSE
 FB0619'CREEK ROAD, 5.5 MILES NORTHWEST OF THE POST OFFICE AT BALSAM GROVE,
 FB0619'120 FEET NORTH OF TWO 20-INCH SPRUCE TREES (ONE ON EACH SIDE OF THE
 FB0619'ROAD), AT THE MOUTH OF CHESTNUT CREEK, AT THE JUNCTION OF THE
 FB0619'FARLOW GAP TRAIL, 65 FEET NORTHEAST ACROSS THE ROAD FROM A
 FB0619'10-INCH WILD CHERRY TREE, ON THE RIGHT BANK OF COURTHOUSE CREEK,
 FB0619'35 FEET FROM THE WATERS EDGE, 22 FEET EAST OF THE CENTER LINE
 FB0619'OF THE ROAD, 23.2 FEET SOUTHWEST OF A 10-INCH TRIPLE FORKED
 FB0619'MAPLE TREE, AND 20.5 FEET WEST OF A 10-INCH WATER-BIRCH TREE ON
 FB0619'THE CREEK BANK.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB0619'STAMPED AKW 223 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0621 ***********************************************************************
 FB0621  DESIGNATION -  AKW 224
 FB0621  PID         -  FB0621
 FB0621  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0621  USGS QUAD   -  SAM KNOB (1978)
 FB0621
 FB0621                         *CURRENT SURVEY CONTROL
 FB0621  ___________________________________________________________________
 FB0621* NAD 83(1986)-  35 17 08.     (N)    082 52 48.     (W)     SCALED    
 FB0621* NAVD 88     -      1138.14   (+/-2cm)    3734.0    (feet)  VERTCON   
 FB0621  ___________________________________________________________________
 FB0621  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FB0621  VERT ORDER  -  ? (See Below)
 FB0621
 FB0621.The horizontal coordinates were scaled from a topographic map and have
 FB0621.an estimated accuracy of +/- 6 seconds.
 FB0621
 FB0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0621.The vertical order pertains to the NGVD 29 superseded value.
 FB0621
 FB0621.The geoid height was determined by GEOID03.
 FB0621
 FB0621;                    North         East    Units  Estimated Accuracy
 FB0621;SPC NC       -   177,240.      256,770.      MT  (+/- 180 meters Scaled)
 FB0621
 FB0621                          SUPERSEDED SURVEY CONTROL
 FB0621
 FB0621  NGVD 29 (??/??/92) 1138.073  (m)         3733.83   (f) ADJ UNCH    ?  
 FB0621
 FB0621.Superseded values are not recommended for survey control.
 FB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0621.See file dsdata.txt to determine how the superseded data were derived.
 FB0621
 FB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV290063(NAD 83)
 FB0621_MARKER: DD = SURVEY DISK
 FB0621_SETTING: 66 = SET IN ROCK OUTCROP
 FB0621_SP_SET: ROCK OUTCROP
 FB0621_STAMPING: AKW 224 1941
 FB0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0621+STABILITY: POSITION/ELEVATION WELL
 FB0621
 FB0621  HISTORY     - Date     Condition        Report By
 FB0621  HISTORY     - 1941     MONUMENTED       TVA
 FB0621
 FB0621                          STATION DESCRIPTION
 FB0621
 FB0621'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0621'1 MI W FROM FARLOW GAP.
 FB0621'1.0 MILE WEST OF FARLOW GAP, TRANSYLVANIA COUNTY, ON THE FARLOW
 FB0621'GAP TRAIL, ON THE RIGHT BANK OF KIESEE CREEK, 6 FEET WEST OF
 FB0621'THE WATERS EDGE, 21 FEET NORTH OF THE CENTER LINE OF THE CREEK,
 FB0621'AT THE CROSSING OF THE TRAIL, 26.6 FEET SOUTHEAST OF AN 18-INCH
 FB0621'FORKED BLACK LOCUST TREE (BLAZED), 18.8 FEET NORTHWEST ACROSS
 FB0621'THE CREEK FROM A 6-INCH WATER BIRCH TREE, 16.2 FEET EAST OF A
 FB0621'12-INCH FORKED BEECH TREE (BLAZED), 22 FEET NORTH OF A 6-INCH
 FB0621'ASH TREE ON THE RIGHT BANK OF THE CREEK, ON THE NORTH SIDE OF
 FB0621'THE TRAIL, 8.2 FEET EAST OF A 5-INCH POPLAR TREE, AND IN THE TOP
 FB0621'OF A LARGE ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0621'DISK, STAMPED AKW 224 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0622 ***********************************************************************
 FB0622  DESIGNATION -  AKW 225
 FB0622  PID         -  FB0622
 FB0622  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0622  USGS QUAD   -  SHINING ROCK (1978)
 FB0622
 FB0622                         *CURRENT SURVEY CONTROL
 FB0622  ___________________________________________________________________
 FB0622* NAD 83(1986)-  35 17 27.     (N)    082 52 16.     (W)     SCALED    
 FB0622* NAVD 88     -      1389.50   (+/-2cm)    4558.7    (feet)  VERTCON   
 FB0622  ___________________________________________________________________
 FB0622  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 FB0622  VERT ORDER  -  ? (See Below)
 FB0622
 FB0622.The horizontal coordinates were scaled from a topographic map and have
 FB0622.an estimated accuracy of +/- 6 seconds.
 FB0622
 FB0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0622.The vertical order pertains to the NGVD 29 superseded value.
 FB0622
 FB0622.The geoid height was determined by GEOID03.
 FB0622
 FB0622;                    North         East    Units  Estimated Accuracy
 FB0622;SPC NC       -   177,790.      257,600.      MT  (+/- 180 meters Scaled)
 FB0622
 FB0622                          SUPERSEDED SURVEY CONTROL
 FB0622
 FB0622  NGVD 29 (??/??/92) 1389.435  (m)         4558.50   (f) ADJ UNCH    ?  
 FB0622
 FB0622.Superseded values are not recommended for survey control.
 FB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0622.See file dsdata.txt to determine how the superseded data were derived.
 FB0622
 FB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV298069(NAD 83)
 FB0622_MARKER: DD = SURVEY DISK
 FB0622_SETTING: 66 = SET IN ROCK OUTCROP
 FB0622_SP_SET: ROCK OUTCROP
 FB0622_STAMPING: AKW 225 1941
 FB0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0622+STABILITY: POSITION/ELEVATION WELL
 FB0622
 FB0622  HISTORY     - Date     Condition        Report By
 FB0622  HISTORY     - 1941     MONUMENTED       TVA
 FB0622
 FB0622                          STATION DESCRIPTION
 FB0622
 FB0622'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0622'AT FARLOW GAP.
 FB0622'AT FARLOW GAP, TRANSYLVANIA COUNTY, ON THE SOUTHEAST SIDE OF
 FB0622'THE GAP, 110 FEET SOUTHEAST OF THE TRAIL THROUGH THE GAP, 115
 FB0622'FEET SOUTHEAST OF A 40-INCH BLACK OAK TREE WITH A NATIONAL
 FB0622'GAME REFUGE SIGN, 38 FEET SOUTHWEST OF A TRAIL ALONG THE MOUNTAIN
 FB0622'TOP, 11.8 FEET NORTH OF THE NORTH END OF A 10-FOOT HIGH BOULDER,
 FB0622'20 FEET NORTHWEST OF A 24-INCH MAPLE TREE, 13.5 FEET SOUTHEAST
 FB0622'OF AN 18-INCH BLACK LOCUST TREE, 4 FEET NORTH OF A 20-INCH BLACK
 FB0622'OAK TREE, 4 FEET NORTHEAST OF A 4-INCH HAZELNUT TREE, AND IN THE
 FB0622'TOP OF A ROCK OUTCROP.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0622'DISK, STAMPED AKW 225 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0623 ***********************************************************************
 FB0623  DESIGNATION -  AKW 226
 FB0623  PID         -  FB0623
 FB0623  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0623  USGS QUAD   -  SHINING ROCK (1978)
 FB0623
 FB0623                         *CURRENT SURVEY CONTROL
 FB0623  ___________________________________________________________________
 FB0623* NAD 83(1986)-  35 17 44.     (N)    082 51 41.     (W)     SCALED    
 FB0623* NAVD 88     -      1087.96   (+/-2cm)    3569.4    (feet)  VERTCON   
 FB0623  ___________________________________________________________________
 FB0623  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 FB0623  VERT ORDER  -  ? (See Below)
 FB0623
 FB0623.The horizontal coordinates were scaled from a topographic map and have
 FB0623.an estimated accuracy of +/- 6 seconds.
 FB0623
 FB0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0623.The vertical order pertains to the NGVD 29 superseded value.
 FB0623
 FB0623.The geoid height was determined by GEOID03.
 FB0623
 FB0623;                    North         East    Units  Estimated Accuracy
 FB0623;SPC NC       -   178,280.      258,510.      MT  (+/- 180 meters Scaled)
 FB0623
 FB0623                          SUPERSEDED SURVEY CONTROL
 FB0623
 FB0623  NGVD 29 (??/??/92) 1087.898  (m)         3569.21   (f) ADJ UNCH    ?  
 FB0623
 FB0623.Superseded values are not recommended for survey control.
 FB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0623.See file dsdata.txt to determine how the superseded data were derived.
 FB0623
 FB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV307074(NAD 83)
 FB0623_MARKER: DD = SURVEY DISK
 FB0623_SETTING: 66 = SET IN ROCK OUTCROP
 FB0623_SP_SET: ROCK OUTCROP
 FB0623_STAMPING: AKW 226 1941
 FB0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0623+STABILITY: POSITION/ELEVATION WELL
 FB0623
 FB0623  HISTORY     - Date     Condition        Report By
 FB0623  HISTORY     - 1941     MONUMENTED       TVA
 FB0623
 FB0623                          STATION DESCRIPTION
 FB0623
 FB0623'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0623'1 MI NE FROM FARLOW GAP.
 FB0623'1 MILE NORTHEAST ALONG THE FARLOW GAP TRAIL FROM FARLOW GAP,
 FB0623'TRANSYLVANIA COUNTY, ON THE RIGHT BANK OF SHUCK RIDGE CREEK,
 FB0623'13.7 FEET FROM THE CENTER LINE OF THE CREEK, 16.5 FEET DOWNSTREAM
 FB0623'FROM THE POINT WHERE THE TRAIL CROSSES THE CREEK, 32.5 FEET NORTH
 FB0623'OF THE TOP OF A 30-FOOT WATERFALL, 45.1 FEET NORTHWEST ACROSS
 FB0623'THE CREEK FROM A 20-INCH MAPLE TREE, 37.5 FEET NORTH OF A 5-INCH
 FB0623'DOUBLE WATER-BIRCH TREE ABOVE THE WATERFALL, 24 FEET EAST OF A
 FB0623'14-INCH SPRUCE TREE, 8.5 FEET WEST OF THE WEST END OF A BOULDER
 FB0623'ON THE CENTER LINE OF THE CREEK, 6.5 FEET SOUTH OF A BOULDER AT
 FB0623'THE EDGE OF THE TRAIL, 7.7 FEET NORTH OF THE TOP OF A 3-FOOT
 FB0623'VERTICAL WALL, AND IN THE TOP OF A ROCK OUTCROP.  A TENNESSEE
 FB0623'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 226 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0624 ***********************************************************************
 FB0624  DESIGNATION -  AKW 227
 FB0624  PID         -  FB0624
 FB0624  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0624  USGS QUAD   -  SHINING ROCK (1978)
 FB0624
 FB0624                         *CURRENT SURVEY CONTROL
 FB0624  ___________________________________________________________________
 FB0624* NAD 83(1986)-  35 18 10.     (N)    082 51 31.     (W)     SCALED    
 FB0624* NAVD 88     -      1166.18   (+/-2cm)    3826.0    (feet)  VERTCON   
 FB0624  ___________________________________________________________________
 FB0624  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 FB0624  VERT ORDER  -  ? (See Below)
 FB0624
 FB0624.The horizontal coordinates were scaled from a topographic map and have
 FB0624.an estimated accuracy of +/- 6 seconds.
 FB0624
 FB0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0624.The vertical order pertains to the NGVD 29 superseded value.
 FB0624
 FB0624.The geoid height was determined by GEOID03.
 FB0624
 FB0624;                    North         East    Units  Estimated Accuracy
 FB0624;SPC NC       -   179,070.      258,790.      MT  (+/- 180 meters Scaled)
 FB0624
 FB0624                          SUPERSEDED SURVEY CONTROL
 FB0624
 FB0624  NGVD 29 (??/??/92) 1166.120  (m)         3825.85   (f) ADJ UNCH    ?  
 FB0624
 FB0624.Superseded values are not recommended for survey control.
 FB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0624.See file dsdata.txt to determine how the superseded data were derived.
 FB0624
 FB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV310082(NAD 83)
 FB0624_MARKER: DD = SURVEY DISK
 FB0624_SETTING: 66 = SET IN ROCK OUTCROP
 FB0624_SP_SET: ROCK OUTCROP
 FB0624_STAMPING: AKW 227 1941
 FB0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0624+STABILITY: POSITION/ELEVATION WELL
 FB0624
 FB0624  HISTORY     - Date     Condition        Report By
 FB0624  HISTORY     - 1941     MONUMENTED       TVA
 FB0624
 FB0624                          STATION DESCRIPTION
 FB0624
 FB0624'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0624'1.7 MI NE FROM FARLOW GAP.
 FB0624'1.7 MILES NORTHEAST ALONG THE FARLOW GAP TRAIL FROM FARLOW GAP,
 FB0624'TRANSYLVANIA COUNTY, 2.6 MILES NORTHWEST OF THE DAVIDSON RIVER
 FB0624'FISH REARING STATION, ON THE RIGHT BANK OF DANIEL RIDGE CREEK,
 FB0624'50 FEET SOUTH OF THE CENTER LINE OF THE CREEK, 15 FEET WEST OF
 FB0624'THE SOUTH END OF AN OLD LOG RAILROAD TRESTLE OVER THE CREEK,
 FB0624'11 FEET WEST OF THE CENTER LINE OF THE TRAIL, 16.7 FEET WEST OF
 FB0624'A 6-INCH WATER-BIRCH TREE AT THE SOUTH END OF THE OLD TRESTLE,
 FB0624'15.9 FEET SOUTHEAST OF A 6-INCH POPLAR TREE, 3 FEET NORTH OF A
 FB0624'4-INCH WATER-BIRCH TREE, 1.5 FEET WEST OF A 5-INCH WATER-BIRCH
 FB0624'TREE, IN THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET ABOVE THE
 FB0624'GROUND, 5 FEET SOUTH OF THE NORTH EDGE OF THE OUTCROP, AND 0.5
 FB0624'FOOT WEST OF THE EAST EDGE.  A TENNESSEE VALLEY AUTHORITY
 FB0624'STANDARD DISK, STAMPED AKW 227 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0625 ***********************************************************************
 FB0625  DESIGNATION -  AKW 228
 FB0625  PID         -  FB0625
 FB0625  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0625  USGS QUAD   -  SHINING ROCK (1978)
 FB0625
 FB0625                         *CURRENT SURVEY CONTROL
 FB0625  ___________________________________________________________________
 FB0625* NAD 83(1986)-  35 17 52.     (N)    082 50 55.     (W)     SCALED    
 FB0625* NAVD 88     -      1096.64   (+/-2cm)    3597.9    (feet)  VERTCON   
 FB0625  ___________________________________________________________________
 FB0625  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FB0625  VERT ORDER  -  ? (See Below)
 FB0625
 FB0625.The horizontal coordinates were scaled from a topographic map and have
 FB0625.an estimated accuracy of +/- 6 seconds.
 FB0625
 FB0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0625.The vertical order pertains to the NGVD 29 superseded value.
 FB0625
 FB0625.The geoid height was determined by GEOID03.
 FB0625
 FB0625;                    North         East    Units  Estimated Accuracy
 FB0625;SPC NC       -   178,480.      259,680.      MT  (+/- 180 meters Scaled)
 FB0625
 FB0625                          SUPERSEDED SURVEY CONTROL
 FB0625
 FB0625  NGVD 29 (??/??/92) 1096.591  (m)         3597.73   (f) ADJ UNCH    ?  
 FB0625
 FB0625.Superseded values are not recommended for survey control.
 FB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0625.See file dsdata.txt to determine how the superseded data were derived.
 FB0625
 FB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV319076(NAD 83)
 FB0625_MARKER: DD = SURVEY DISK
 FB0625_SETTING: 66 = SET IN ROCK OUTCROP
 FB0625_SP_SET: ROCK OUTCROP
 FB0625_STAMPING: AKW 228 1941
 FB0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0625+STABILITY: POSITION/ELEVATION WELL
 FB0625
 FB0625  HISTORY     - Date     Condition        Report By
 FB0625  HISTORY     - 1941     MONUMENTED       TVA
 FB0625
 FB0625                          STATION DESCRIPTION
 FB0625
 FB0625'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0625'2.6 MI NE FROM FARLOW GAP.
 FB0625'2.6 MILES NORTHEAST ALONG THE FARLOW GAP TRAIL FROM FARLOW GAP,
 FB0625'TRANSYLVANIA COUNTY, 1.7 MILES NORTHWEST OF THE DAVIDSON RIVER
 FB0625'FISH REARING STATION, ON THE SOUTHWEST SLOPE OF FORK RIVER RIDGE,
 FB0625'NORTHWEST OF THE POINT WHERE THE TRAIL CROSSES FORK RIVER RIDGE,
 FB0625'11 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL AND AN OLD
 FB0625'LOGGING RAILROAD, 26.3 FEET NORTH ACROSS THE TRAIL FROM A DOUBLE
 FB0625'6-INCH MAPLE TREE, 17.6 FEET NORTHWEST OF AN 8-INCH BLACK LOCUST
 FB0625'TREE PAINTED BM, 5.5 FEET SOUTH OF A GROUP OF 6-INCH MAPLE TREES
 FB0625'ON A BANK, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 3-1/2 FEET
 FB0625'HIGHER THAN THE TRAIL.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0625'DISK, STAMPED AKW 228 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0626 ***********************************************************************
 FB0626  DESIGNATION -  AKW 229
 FB0626  PID         -  FB0626
 FB0626  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0626  USGS QUAD   -  SHINING ROCK (1978)
 FB0626
 FB0626                         *CURRENT SURVEY CONTROL
 FB0626  ___________________________________________________________________
 FB0626* NAD 83(1986)-  35 17 34.     (N)    082 50 42.     (W)     SCALED    
 FB0626* NAVD 88     -       890.87   (+/-2cm)    2922.8    (feet)  VERTCON   
 FB0626  ___________________________________________________________________
 FB0626  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FB0626  VERT ORDER  -  ? (See Below)
 FB0626
 FB0626.The horizontal coordinates were scaled from a topographic map and have
 FB0626.an estimated accuracy of +/- 6 seconds.
 FB0626
 FB0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0626.The vertical order pertains to the NGVD 29 superseded value.
 FB0626
 FB0626.The geoid height was determined by GEOID03.
 FB0626
 FB0626;                    North         East    Units  Estimated Accuracy
 FB0626;SPC NC       -   177,910.      259,990.      MT  (+/- 180 meters Scaled)
 FB0626
 FB0626                          SUPERSEDED SURVEY CONTROL
 FB0626
 FB0626  NGVD 29 (??/??/92)  890.825  (m)         2922.65   (f) ADJ UNCH    ?  
 FB0626
 FB0626.Superseded values are not recommended for survey control.
 FB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0626.See file dsdata.txt to determine how the superseded data were derived.
 FB0626
 FB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV322070(NAD 83)
 FB0626_MARKER: DD = SURVEY DISK
 FB0626_SETTING: 80 = SET IN A BOULDER
 FB0626_STAMPING: AKW 229 1941
 FB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0626+STABILITY: SURFACE MOTION
 FB0626
 FB0626  HISTORY     - Date     Condition        Report By
 FB0626  HISTORY     - 1941     MONUMENTED       TVA
 FB0626
 FB0626                          STATION DESCRIPTION
 FB0626
 FB0626'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0626'3.7 MI NE FROM FARLOW GAP.
 FB0626'3.7 MILES NORTHEAST ALONG THE FARLOW GAP TRAIL FROM FARLOW GAP,
 FB0626'TRANSYLVANIA COUNTY, 0.6 MILE NORTHWEST OF THE DAVIDSON RIVER
 FB0626'FISH REARING STATION, AT THE JUNCTION OF THE DAVIDSON RIVER ROAD,
 FB0626'ON THE LEFT BANK OF THE RIGHT FORK OF DAVIDSON RIVER, 62 FEET
 FB0626'NORTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER THE
 FB0626'RIVER, 45 FEET NORTH OF THE CENTER LINE OF THE DAVIDSON RIVER
 FB0626'ROAD, 10 FEET EAST OF THE CENTER LINE OF THE TRAIL, 20.2 FEET
 FB0626'NORTHEAST OF A 6-INCH POPLAR TREE (PAINTED PBM) AT THE EDGE OF
 FB0626'THE ROAD, 19.9 FEET EAST OF A 10-INCH POPLAR TREE PAINTED BM,
 FB0626'16.4 FEET WEST OF A 24-INCH BEECH TREE, AND IN THE TOP OF A
 FB0626'ROCK BOULDER.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK,
 FB0626'STAMPED AKW 229 1941.  NOTE-- THIS BENCH MARK IS ALSO 12.5
 FB0626'MILES NORTHWEST OF THE POST OFFICE AT PISGAH FOREST, AND 5.6
 FB0626'MILES WEST ALONG THE DAVIDSON RIVER ROAD FROM THE JUNCTION OF
 FB0626'U.S. HIGHWAY 276.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0627 ***********************************************************************
 FB0627  DESIGNATION -  AKW 230
 FB0627  PID         -  FB0627
 FB0627  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0627  USGS QUAD   -  SHINING ROCK (1978)
 FB0627
 FB0627                         *CURRENT SURVEY CONTROL
 FB0627  ___________________________________________________________________
 FB0627* NAD 83(1986)-  35 17 04.     (N)    082 49 42.     (W)     SCALED    
 FB0627* NAVD 88     -       803.25   (+/-2cm)    2635.3    (feet)  VERTCON   
 FB0627  ___________________________________________________________________
 FB0627  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 FB0627  VERT ORDER  -  ? (See Below)
 FB0627
 FB0627.The horizontal coordinates were scaled from a topographic map and have
 FB0627.an estimated accuracy of +/- 6 seconds.
 FB0627
 FB0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0627.The vertical order pertains to the NGVD 29 superseded value.
 FB0627
 FB0627.The geoid height was determined by GEOID03.
 FB0627
 FB0627;                    North         East    Units  Estimated Accuracy
 FB0627;SPC NC       -   176,930.      261,460.      MT  (+/- 180 meters Scaled)
 FB0627
 FB0627                          SUPERSEDED SURVEY CONTROL
 FB0627
 FB0627  NGVD 29 (??/??/92)  803.221  (m)         2635.23   (f) ADJ UNCH    ?  
 FB0627
 FB0627.Superseded values are not recommended for survey control.
 FB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0627.See file dsdata.txt to determine how the superseded data were derived.
 FB0627
 FB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV337061(NAD 83)
 FB0627_MARKER: DD = SURVEY DISK
 FB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0627_STAMPING: AKW 230 1941
 FB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0627+STABILITY: SURFACE MOTION
 FB0627
 FB0627  HISTORY     - Date     Condition        Report By
 FB0627  HISTORY     - 1941     MONUMENTED       TVA
 FB0627
 FB0627                          STATION DESCRIPTION
 FB0627
 FB0627'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0627'11.1 MI NW FROM PISGAH FOREST.
 FB0627'11.1 MILES NORTHWEST OF THE POST OFFICE AT PISGAH FOREST,
 FB0627'TRANSYLVANIA COUNTY, 4.2 MILES WEST ALONG THE DAVIDSON RIVER
 FB0627'ROAD FROM THE JUNCTION OF U.S. HIGHWAY 276, 0.8 MILE SOUTHEAST
 FB0627'OF THE DAVIDSON RIVER FISH REARING STATION, AT THE JUNCTION OF
 FB0627'THE ROSMAN ROAD LEADING SOUTHWEST, INSIDE THE WYE OF THE ROADS,
 FB0627'44 FEET NORTHEAST OF THE CENTER LINE OF THE ROSMAN ROAD, 41
 FB0627'FEET SOUTHWEST OF THE CENTER LINE OF THE DAVIDSON RIVER ROAD,
 FB0627'81 FEET NORTH OF THE ROAD SIGN IN THE WYE, 38.3 FEET NORTHEAST
 FB0627'OF THE EAST END OF AN 18-INCH METAL CULVERT, 23.3 FEET SOUTHEAST
 FB0627'OF A 24-INCH FORKED BLACK OAK TREE, 14.5 FEET NORTHWEST OF A
 FB0627'12-INCH WHITE OAK TREE, AND 10 FEET NORTH OF AN 8-INCH WHITE OAK
 FB0627'TREE.  A TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED AKW
 FB0627'230 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0628 ***********************************************************************
 FB0628  DESIGNATION -  AKW 231
 FB0628  PID         -  FB0628
 FB0628  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0628  USGS QUAD   -  SHINING ROCK (1978)
 FB0628
 FB0628                         *CURRENT SURVEY CONTROL
 FB0628  ___________________________________________________________________
 FB0628* NAD 83(1986)-  35 16 48.     (N)    082 48 39.     (W)     SCALED    
 FB0628* NAVD 88     -       779.71   (+/-2cm)    2558.1    (feet)  VERTCON   
 FB0628  ___________________________________________________________________
 FB0628  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FB0628  VERT ORDER  -  ? (See Below)
 FB0628
 FB0628.The horizontal coordinates were scaled from a topographic map and have
 FB0628.an estimated accuracy of +/- 6 seconds.
 FB0628
 FB0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0628.The vertical order pertains to the NGVD 29 superseded value.
 FB0628
 FB0628.The geoid height was determined by GEOID03.
 FB0628
 FB0628;                    North         East    Units  Estimated Accuracy
 FB0628;SPC NC       -   176,380.      263,040.      MT  (+/- 180 meters Scaled)
 FB0628
 FB0628                          SUPERSEDED SURVEY CONTROL
 FB0628
 FB0628  NGVD 29 (??/??/92)  779.698  (m)         2558.06   (f) ADJ UNCH    ?  
 FB0628
 FB0628.Superseded values are not recommended for survey control.
 FB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0628.See file dsdata.txt to determine how the superseded data were derived.
 FB0628
 FB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV353055(NAD 83)
 FB0628_MARKER: DD = SURVEY DISK
 FB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0628_STAMPING: AKW 231 1941
 FB0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0628+STABILITY: SURFACE MOTION
 FB0628
 FB0628  HISTORY     - Date     Condition        Report By
 FB0628  HISTORY     - 1941     MONUMENTED       TVA
 FB0628
 FB0628                          STATION DESCRIPTION
 FB0628
 FB0628'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0628'9.9 MI NW FROM PISGAH FOREST.
 FB0628'9.9 MILES NORTHWEST OF THE POST OFFICE AT PISGAH FOREST, TRANSYLVANIA
 FB0628'COUNTY, 3.0 MILES WEST ALONG THE DAVIDSON RIVER ROAD FROM THE
 FB0628'JUNCTION OF U.S. HIGHWAY 276, 1.2 MILES EAST OF THE JUNCTION
 FB0628'OF THE ROSMAN ROAD, ON THE OUTSIDE OF A SHARP CURVE IN THE
 FB0628'ROAD, 93 FEET SOUTH OF THE WEST END OF A 24-INCH METAL CULVERT
 FB0628'JUST NORTH OF THE POINT OF CURVATURE, 40 FEET SOUTH OF THE
 FB0628'CENTER LINE OF THE ROAD, 30.3 FEET SOUTH OF THE SOUTH END OF A ROW
 FB0628'OF GUARD POSTS, 10.3 FEET WEST OF A 6-INCH RED OAK TREE, 9.4
 FB0628'FEET NORTH OF A 30-INCH WHITE OAK TREE, 4.1 FEET EAST OF A 4-INCH
 FB0628'WHITE PINE TREE, AND ABOUT 5 FEET LOWER THAN THE ROAD.  A
 FB0628'TENNESSEE VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 231 1941
 FB0628'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0629 ***********************************************************************
 FB0629  DESIGNATION -  AKW 232
 FB0629  PID         -  FB0629
 FB0629  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0629  USGS QUAD   -  SHINING ROCK (1978)
 FB0629
 FB0629                         *CURRENT SURVEY CONTROL
 FB0629  ___________________________________________________________________
 FB0629* NAD 83(1986)-  35 17 07.     (N)    082 47 36.     (W)     SCALED    
 FB0629* NAVD 88     -       728.03   (+/-2cm)    2388.5    (feet)  VERTCON   
 FB0629  ___________________________________________________________________
 FB0629  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB0629  VERT ORDER  -  ? (See Below)
 FB0629
 FB0629.The horizontal coordinates were scaled from a topographic map and have
 FB0629.an estimated accuracy of +/- 6 seconds.
 FB0629
 FB0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0629.The vertical order pertains to the NGVD 29 superseded value.
 FB0629
 FB0629.The geoid height was determined by GEOID03.
 FB0629
 FB0629;                    North         East    Units  Estimated Accuracy
 FB0629;SPC NC       -   176,900.      264,650.      MT  (+/- 180 meters Scaled)
 FB0629
 FB0629                          SUPERSEDED SURVEY CONTROL
 FB0629
 FB0629  NGVD 29 (??/??/92)  728.029  (m)         2388.54   (f) ADJ UNCH    ?  
 FB0629
 FB0629.Superseded values are not recommended for survey control.
 FB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0629.See file dsdata.txt to determine how the superseded data were derived.
 FB0629
 FB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV369061(NAD 83)
 FB0629_MARKER: DD = SURVEY DISK
 FB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0629_STAMPING: AKW 232 1941
 FB0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0629+STABILITY: SURFACE MOTION
 FB0629
 FB0629  HISTORY     - Date     Condition        Report By
 FB0629  HISTORY     - 1941     MONUMENTED       TVA
 FB0629
 FB0629                          STATION DESCRIPTION
 FB0629
 FB0629'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0629'8.6 MI NW FROM PISGAH FOREST.
 FB0629'8.6 MILES NORTHWEST OF THE POST OFFICE AT PISGAH FOREST,
 FB0629'TRANSYLVANIA COUNTY, 1.7 MILES WEST ALONG THE DAVIDSON RIVER ROAD
 FB0629'FROM THE JUNCTION OF U.S. HIGHWAY 276, 0.2 MILE WEST OF THE
 FB0629'T-JUNCTION OF A ROAD LEADING SOUTH TO CCC CAMP F-1, JUST ACROSS
 FB0629'THE RIVER FROM THE CAMP, AT THE Y-JUNCTION OF A ROAD LEADING
 FB0629'WEST AND NORTH, 52 FEET WEST OF A TWO-STORY LOG HOUSE (THE
 FB0629'RESIDENCE OF THE GUARD AT JOHN ROCK STATION), SOUTHWEST OF THE
 FB0629'GARAGE, 23 FEET NORTH OF THE ROAD SIGN AT THE STEPS, 51.5 FEET
 FB0629'SOUTHEAST OF A 24-INCH FORKED WHITE OAK TREE, 17.4 FEET EAST
 FB0629'OF AN 18-INCH HICKORY TREE, 7.6 FEET NORTHWEST OF A 24-INCH
 FB0629'FORKED HICKORY TREE IN THE YARD, 4.4 FEET WEST OF THE WOVEN-WIRE
 FB0629'FENCE, AND ABOUT 8 FEET HIGHER THAN THE ROAD.  A TENNESSEE
 FB0629'VALLEY AUTHORITY STANDARD DISK, STAMPED AKW 232 1941 AND SET
 FB0629'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0630 ***********************************************************************
 FB0630  DESIGNATION -  AKW 233
 FB0630  PID         -  FB0630
 FB0630  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0630  USGS QUAD   -  SHINING ROCK (1978)
 FB0630
 FB0630                         *CURRENT SURVEY CONTROL
 FB0630  ___________________________________________________________________
 FB0630* NAD 83(1986)-  35 17 18.     (N)    082 46 53.     (W)     SCALED    
 FB0630* NAVD 88     -       723.54   (+/-2cm)    2373.8    (feet)  VERTCON   
 FB0630  ___________________________________________________________________
 FB0630  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 FB0630  VERT ORDER  -  ? (See Below)
 FB0630
 FB0630.The horizontal coordinates were scaled from a topographic map and have
 FB0630.an estimated accuracy of +/- 6 seconds.
 FB0630
 FB0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0630.The vertical order pertains to the NGVD 29 superseded value.
 FB0630
 FB0630.The geoid height was determined by GEOID03.
 FB0630
 FB0630;                    North         East    Units  Estimated Accuracy
 FB0630;SPC NC       -   177,200.      265,750.      MT  (+/- 180 meters Scaled)
 FB0630
 FB0630                          SUPERSEDED SURVEY CONTROL
 FB0630
 FB0630  NGVD 29 (??/??/92)  723.542  (m)         2373.82   (f) ADJ UNCH    ?  
 FB0630
 FB0630.Superseded values are not recommended for survey control.
 FB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0630.See file dsdata.txt to determine how the superseded data were derived.
 FB0630
 FB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV380064(NAD 83)
 FB0630_MARKER: DD = SURVEY DISK
 FB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0630_STAMPING: AKW 233 1941
 FB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0630+STABILITY: SURFACE MOTION
 FB0630
 FB0630  HISTORY     - Date     Condition        Report By
 FB0630  HISTORY     - 1941     MONUMENTED       TVA
 FB0630
 FB0630                          STATION DESCRIPTION
 FB0630
 FB0630'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0630'7.8 MI NW FROM PISGAH FOREST.
 FB0630'7.8 MILES NORTHWEST OF THE POST OFFICE AT PISGAH FOREST,
 FB0630'TRANSYLVANIA COUNTY, 0.9 MILE WEST ALONG THE DAVIDSON RIVER ROAD
 FB0630'FROM THE JUNCTION OF U.S. HIGHWAY 276, 0.4 MILE WEST OF THE
 FB0630'JUNCTION OF A TRAIL LEADING NORTH TO LOOKING GLASS ROCK, 32
 FB0630'FEET NORTH OF THE CENTER LINE OF THE ROAD, ON THE EAST SIDE OF A
 FB0630'SMALL HOLLOW, 34 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH
 FB0630'METAL CULVERT, 43.4 FEET NORTHWEST ACROSS THE ROAD FROM A 15-INCH
 FB0630'WHITE OAK TREE, 21.8 FEET SOUTHEAST OF A 20-INCH POPLAR TREE,
 FB0630'21.5 FEET NORTH OF A DITCH LINE, AND 8.4 FEET SOUTH OF A 20-INCH
 FB0630'BLACK OAK TREE PAINTED BM.  A TENNESSEE VALLEY AUTHORITY STANDARD
 FB0630'DISK, STAMPED AKW 233 1941 AND SET IN THE TOP OF A CONCRETE
 FB0630'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4144 ***********************************************************************
 FB4144  DESIGNATION -  AKW 240
 FB4144  PID         -  FB4144
 FB4144  STATE/COUNTY-  NC/HENDERSON
 FB4144  USGS QUAD   -  BAT CAVE (1987)
 FB4144
 FB4144                         *CURRENT SURVEY CONTROL
 FB4144  ___________________________________________________________________
 FB4144* NAD 83(2001)-  35 28 45.83916(N)    082 20 53.21036(W)     ADJUSTED  
 FB4144* NAVD 88     -       815.4    (meters)    2675.     (feet)  VERTCON   
 FB4144  ___________________________________________________________________
 FB4144  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 FB4144  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FB4144  HORZ ORDER  -  SECOND
 FB4144
 FB4144.The horizontal coordinates were established by classical geodetic methods
 FB4144.and adjusted by the National Geodetic Survey in August 2005.
 FB4144
 FB4144.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4144
 FB4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4144
 FB4144.The geoid height was determined by GEOID03.
 FB4144
 FB4144;                    North         East     Units Scale Factor Converg.
 FB4144;SPC NC       -   196,965.929   305,845.256   MT  0.99988046   -1 55 56.8
 FB4144;SPC NC       -   646,212.39  1,003,427.31   sFT  0.99988046   -1 55 56.8
 FB4144;UTM  17      - 3,927,043.965   377,700.441   MT  0.99978432   -0 46 57.2
 FB4144
 FB4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4144!SPC NC       -   0.99987680  x   0.99988046  =   0.99975728
 FB4144!UTM  17      -   0.99987680  x   0.99978432  =   0.99966115
 FB4144
 FB4144                          SUPERSEDED SURVEY CONTROL
 FB4144
 FB4144  NAD 83(1986)-  35 28 45.84638(N)    082 20 53.21059(W) AD(       ) 2
 FB4144  NGVD 29 (11/15/93)  815.5    (m)         2676.     (f) H LEVEL     3  
 FB4144
 FB4144.Superseded values are not recommended for survey control.
 FB4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4144.See file dsdata.txt to determine how the superseded data were derived.
 FB4144
 FB4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7770027044(NAD 83)
 FB4144_MARKER: DB = BENCH MARK DISK
 FB4144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB4144_SP_SET: SET IN HEADWALL OF BRIDGE
 FB4144_STAMPING: AKW 240 1941
 FB4144_MARK LOGO: TVA   
 FB4144_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4144+STABILITY: SURFACE MOTION
 FB4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4144+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 FB4144
 FB4144  HISTORY     - Date     Condition        Report By
 FB4144  HISTORY     - 1941     MONUMENTED       TVA
 FB4144  HISTORY     - 19901001 GOOD             NCGS
 FB4144
 FB4144                          STATION DESCRIPTION
 FB4144
 FB4144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4144'STATION IS LOCATED IN GERTON AT THE SOUTHWEST CORNER OF THE US 74
 FB4144'BRIDGE OVER HICKORY CREEK.
 FB4144'MARK IS LEVEL WITH THE HEADWALL OF THE BRIDGE.  LOCATED 53.0 FT
 FB4144'(16.2 M) EAST OF THE INTERSECTION OF US 74 AND SR 1594 (BEARWALLOW
 FB4144'ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9095 ***********************************************************************
 DH9095  DESIGNATION -  AKZO
 DH9095  PID         -  DH9095
 DH9095  STATE/COUNTY-  NC/DURHAM
 DH9095  USGS QUAD   -  NORTHEAST DURHAM (1993)
 DH9095
 DH9095                         *CURRENT SURVEY CONTROL
 DH9095  ___________________________________________________________________
 DH9095* NAD 83(2001)-  36 05 55.87310(N)    078 49 47.06887(W)     ADJUSTED  
 DH9095* NAVD 88     -        99.4    (meters)     326.     (feet)  VERT ANG  
 DH9095  ___________________________________________________________________
 DH9095  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 DH9095  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 DH9095  HORZ ORDER  -  SECOND
 DH9095
 DH9095.The horizontal coordinates were established by classical geodetic methods
 DH9095.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH9095
 DH9095.The orthometric height was determined by vertical angle observations.
 DH9095
 DH9095.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9095
 DH9095.The geoid height was determined by GEOID03.
 DH9095
 DH9095;                    North         East     Units Scale Factor Converg.
 DH9095;SPC NC       -   260,582.318   624,932.899   MT  0.99998178   +0 05 53.8
 DH9095;SPC NC       -   854,927.15  2,050,300.69   sFT  0.99998178   +0 05 53.8
 DH9095;UTM  17      - 3,997,093.509   695,370.258   MT  1.00007033   +1 16 44.7
 DH9095
 DH9095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9095!SPC NC       -   0.99998932  x   0.99998178  =   0.99997110
 DH9095!UTM  17      -   0.99998932  x   1.00007033  =   1.00005965
 DH9095
 DH9095                          SUPERSEDED SURVEY CONTROL
 DH9095
 DH9095  NAD 83(1986)-  36 05 55.87985(N)    078 49 47.08240(W) AD(       ) 2
 DH9095
 DH9095.Superseded values are not recommended for survey control.
 DH9095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9095.See file dsdata.txt to determine how the superseded data were derived.
 DH9095
 DH9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9537097094(NAD 83)
 DH9095_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH9095_SP_SET: CONCRETE CURB
 DH9095_STAMPING: AKZO 1994
 DH9095_MARK LOGO: NCGS  
 DH9095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9095+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 DH9095
 DH9095  HISTORY     - Date     Condition        Report By
 DH9095  HISTORY     - 1994     MONUMENTED       NCGS
 DH9095  HISTORY     - 20061020 GOOD             GEOCAC
 DH9095
 DH9095                          STATION DESCRIPTION
 DH9095
 DH9095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 DH9095'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-SOUTHWEST OF BUTNER AND
 DH9095'8.2 MI (13.2 KM) NORTH-NORTHEAST OF DURHAM. PROCEED ALONG SR 1632 (RED
 DH9095'MILL ROAD) FOR 3.7 MI (6.0 KM) NORTH FROM THE I-85 OVERPASS TO SR 1794
 DH9095'(TEKNIKA PARKWAY) THENCE NORTHEAST ALONG TEKNIKA PARKWAY FOR 0.2 MI
 DH9095'(0.3 KM) TO THE STATION, ON THE NORTHEAST SIDE OF THE INTERSECTION, IN
 DH9095'THE CURBING OF A LANDSCAPED MEDIAN OF THE ENTRANCE AND EXIT DRIVES TO
 DH9095'BIOMERIEUX (100 RADOLPHE ST). MARK IS SET FLUSH IN CURB AND IS LEVEL
 DH9095'WITH ROAD. LOCATED 32.7 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF
 DH9095'ROAD, 50.6 FT (15.4 M) NORTHWEST OF THE NORTHWEST CORNER OF A SIGN
 DH9095'BASE, 60.0 FT (18.3 M) NORTH-NORTHWEST OF A METAL SIGN BASE, AND 96.0
 DH9095'FT (29.3 M) SOUTHWEST OF THE NORTHMOST SECURITY GATE CROSS ARM. THIS
 DH9095'DESCRIPTION REFLECTS UPDATES FROM A 02-07-2006 RECOVERY BY NCGS.
 DH9095
 DH9095                          STATION RECOVERY (2006)
 DH9095
 DH9095'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 DH9095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1928 ***********************************************************************
 EY1928  DESIGNATION -  AL
 EY1928  PID         -  EY1928
 EY1928  STATE/COUNTY-  NC/MARTIN
 EY1928  USGS QUAD   -  OAK CITY (1981)
 EY1928
 EY1928                         *CURRENT SURVEY CONTROL
 EY1928  ___________________________________________________________________
 EY1928* NAD 83(2001)-  35 58 53.35185(N)    077 16 36.51104(W)     ADJUSTED  
 EY1928* NAVD 88     -        24.763  (meters)      81.24   (feet)  ADJUSTED  
 EY1928  ___________________________________________________________________
 EY1928  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EY1928  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EY1928  DYNAMIC HT  -          24.742 (meters)      81.17  (feet)  COMP
 EY1928  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 EY1928
 EY1928  HORZ ORDER  -  SECOND
 EY1928  VERT ORDER  -  SECOND    CLASS II
 EY1928
 EY1928.The horizontal coordinates were established by classical geodetic methods
 EY1928.and adjusted by the National Geodetic Survey in August 2005.
 EY1928
 EY1928.The orthometric height was determined by differential leveling
 EY1928.and adjusted in June 1991.
 EY1928
 EY1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1928
 EY1928.The geoid height was determined by GEOID03.
 EY1928
 EY1928.The dynamic height is computed by dividing the NAVD 88
 EY1928.geopotential number by the normal gravity value computed on the
 EY1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1928.degrees latitude (g = 980.6199 gals.).
 EY1928
 EY1928.The modeled gravity was interpolated from observed gravity values.
 EY1928
 EY1928;                    North         East     Units Scale Factor Converg.
 EY1928;SPC NC       -   248,895.298   764,991.797   MT  0.99995358   +0 59 40.5
 EY1928;SPC NC       -   816,583.99  2,509,810.59   sFT  0.99995358   +0 59 40.5
 EY1928;UTM  18      - 3,984,291.976   294,731.827   MT  1.00011921   -1 20 17.3
 EY1928
 EY1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1928!SPC NC       -   1.00000166  x   0.99995358  =   0.99995524
 EY1928!UTM  18      -   1.00000166  x   1.00011921  =   1.00012087
 EY1928
 EY1928                          SUPERSEDED SURVEY CONTROL
 EY1928
 EY1928  NAD 83(1986)-  35 58 53.36014(N)    077 16 36.52247(W) AD(       ) 2
 EY1928  NGVD 29 (01/18/91)   25.09   (m)           82.3    (f) LEVELING    3  
 EY1928
 EY1928.Superseded values are not recommended for survey control.
 EY1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1928.See file dsdata.txt to determine how the superseded data were derived.
 EY1928
 EY1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9473284292(NAD 83)
 EY1928_MARKER: DE = TRAVERSE STATION DISK
 EY1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1928_SP_SET: CONCRETE POST
 EY1928_STAMPING: AL 1980
 EY1928_MARK LOGO: NCGS  
 EY1928_PROJECTION: RECESSED 15 CENTIMETERS
 EY1928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1928+STABILITY: SURFACE MOTION
 EY1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1928+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 EY1928
 EY1928  HISTORY     - Date     Condition        Report By
 EY1928  HISTORY     - 1980     MONUMENTED       CGS
 EY1928  HISTORY     - 1981     GOOD             NCGS
 EY1928  HISTORY     - 1985     GOOD             USPSQD
 EY1928  HISTORY     - 19930623 GOOD             USPSQD
 EY1928  HISTORY     - 20060503 GOOD             NCGS
 EY1928
 EY1928                          STATION DESCRIPTION
 EY1928
 EY1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1980 (LFS)
 EY1928'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF OAK CITY
 EY1928'AND 4.65 MILES NORTHWEST OF HAMILTON.
 EY1928'
 EY1928'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 125
 EY1928'IN OAK CITY, PROCEED NORTHEAST ALONG NC 11-42 FOR 1.95 MILES TO
 EY1928'SR 1348 ON THE RIGHT AND A STATION IN THE LEFT SHOULDER, ON
 EY1928'PROLONGATION OF THE CENTERLINE OF SR 1348.
 EY1928'
 EY1928'STATION MARK IS A STANDARD DISK STAMPED---AL 1980---, SET IN THE TOP
 EY1928'OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND
 EY1928'SURFACE.  THE MARK IS 25.4 FEET NORTH OF THE CENTERLINE OF THE
 EY1928'HIGHWAY, 21.7 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE,
 EY1928'21.2 FEET SOUTH OF AN 8 INCH PINE WITH REFERENCE TAG, 24.4 FEET SOUTH
 EY1928'OF THE EAST END OF A CULVERT UNDER A FIELD ENTRANCE, 78.3 FEET
 EY1928'NORTHEAST OF THE EAST END OF A CULVERT UNDER SR 1348 AND 45.0 FEET
 EY1928'NORTHEAST OF THE ROAD INTERSECTION.
 EY1928
 EY1928                          STATION RECOVERY (1981)
 EY1928
 EY1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1928'2.0 MI NE FROM OAK CITY.
 EY1928'1.95 MILES NORTHEAST ALONG NC 11, NC 42 FROM INTERSECTION
 EY1928'WITH NC 125 IN OAK CITY, AT INTERSECTION WITH SR 1348, IN
 EY1928'LEFT SHOULDER ON PROLONGATION OF CENTERLINE OF SR 1348, 25.4 FEET
 EY1928'NORTH OF CENTERLINE OF HIGHWAY, 21.7 FEET EAST OF CENTERLINE OF
 EY1928'FIELD ENTRANCE, 21.2 FEET SOUTH OF 8 INCHES
 EY1928'PINE WITH REFERENCE TAG, 24.4 FEET SOUTH OF EAST END OF CULVERT
 EY1928'UNDER FIELD ENTRANCE, 78.3 FEET NORTHEAST OF EAST END OF CULVERT UNDER
 EY1928'SR 1348, 45.0 FEET NORTHEAST OF ROAD INTERSECTION.
 EY1928
 EY1928                          STATION RECOVERY (1985)
 EY1928
 EY1928'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY1928'RECOVERED IN GOOD CONDITION.
 EY1928
 EY1928                          STATION RECOVERY (1993)
 EY1928
 EY1928'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 EY1928'RECOVERED IN GOOD CONDITION.
 EY1928
 EY1928                          STATION RECOVERY (2006)
 EY1928
 EY1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1928'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION AND
 EY1928'ADDITION.  MARK IS RECESSED ABOUT 6 INCHES (15 CM) BELOW THE GROUND.
 EY1928'SR 1348 IS PEELE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2743 ***********************************************************************
 FB2743  DESIGNATION -  AL
 FB2743  PID         -  FB2743
 FB2743  STATE/COUNTY-  NC/POLK
 FB2743  USGS QUAD   -  MILL SPRING (1990)
 FB2743
 FB2743                         *CURRENT SURVEY CONTROL
 FB2743  ___________________________________________________________________
 FB2743* NAD 83(2001)-  35 18 26.64151(N)    082 08 01.41137(W)     ADJUSTED  
 FB2743* NAVD 88     -       321.2    (meters)    1054.     (feet)  VERT ANG  
 FB2743  ___________________________________________________________________
 FB2743  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 FB2743  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 FB2743  HORZ ORDER  -  SECOND
 FB2743
 FB2743.The horizontal coordinates were established by classical geodetic methods
 FB2743.and adjusted by the National Geodetic Survey in August 2005.
 FB2743
 FB2743.The orthometric height was determined by vertical angle observations.
 FB2743
 FB2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2743
 FB2743.The geoid height was determined by GEOID03.
 FB2743
 FB2743;                    North         East     Units Scale Factor Converg.
 FB2743;SPC NC       -   177,259.843   324,686.644   MT  0.99987306   -1 48 31.3
 FB2743;SPC NC       -   581,560.00  1,065,242.76   sFT  0.99987306   -1 48 31.3
 FB2743;UTM  17      - 3,907,722.873   396,931.820   MT  0.99973091   -0 39 19.1
 FB2743
 FB2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2743!SPC NC       -   0.99995457  x   0.99987306  =   0.99982763
 FB2743!UTM  17      -   0.99995457  x   0.99973091  =   0.99968549
 FB2743
 FB2743:                Primary Azimuth Mark                     Grid Az
 FB2743:SPC NC       -  JACKSON                                  275 53 48.5
 FB2743:UTM  17      -  JACKSON                                  274 44 36.3
 FB2743
 FB2743|---------------------------------------------------------------------|
 FB2743| PID    Reference Object                     Distance      Geod. Az  |
 FB2743|                                                           dddmmss.s |
 FB2743| FB2748 JACKSON                             APPROX. 3.8 KM 2740517.2 |
 FB2743|---------------------------------------------------------------------|
 FB2743
 FB2743                          SUPERSEDED SURVEY CONTROL
 FB2743
 FB2743  NAD 83(1986)-  35 18 26.64692(N)    082 08 01.41285(W) AD(       ) 2
 FB2743  NAD 27      -  35 18 26.24221(N)    082 08 02.00722(W) AD(       ) 2
 FB2743  NGVD 29 (07/19/86)  321.3    (m)         1054.     (f) VERT ANG    3  
 FB2743
 FB2743.Superseded values are not recommended for survey control.
 FB2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2743.See file dsdata.txt to determine how the superseded data were derived.
 FB2743
 FB2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9693207723(NAD 83)
 FB2743_MARKER: DE = TRAVERSE STATION DISK
 FB2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2743_STAMPING: AL 1975
 FB2743_MARK LOGO: NCGS  
 FB2743_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2743+STABILITY: SURFACE MOTION
 FB2743
 FB2743  HISTORY     - Date     Condition        Report By
 FB2743  HISTORY     - 1975     MONUMENTED       NCGS
 FB2743  HISTORY     - 1981     GOOD             NCGS
 FB2743  HISTORY     - 19850101 GOOD             NCGS
 FB2743
 FB2743                          STATION DESCRIPTION
 FB2743
 FB2743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2743'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES EAST-NORTHEAST OF MILL
 FB2743'SPRING AND 5.2 MILES NORTHEAST OF COLUMBUS.
 FB2743'
 FB2743'TO REACH THE STATION FROM THE INTERSECTION OF NC 108 AND NC 9 IN MILL
 FB2743'SPRING, PROCEED EAST-NORTHEAST ALONG NC 108 FOR 2.35 MILES TO
 FB2743'INTERSECTION WITH SR 1322 (BEULAH CHURCH ROAD), THENCE SOUTH ALONG SR
 FB2743'1322 FOR 0.4 MILE TO FORK, THENCE SOUTHWEST ALONG SR 1322 TO RIGHT FOR
 FB2743'0.4 MILE TO STATION ON THE RIGHT IN PASTURE APPROXIMATELY 225 FEET
 FB2743'WEST-NORTHWEST OF SR 1322, AND APPROXIMATELY 250 FEET NORTH OF A FARM
 FB2743'BUILDING.
 FB2743'
 FB2743'STATION MARK IS A STANDARD DISK, STAMPED---AL 1975---, SET IN THE TOP
 FB2743'OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2743'SURFACE.  MARK IS 220.0 FEET (SLOPE) WEST OF APPROXIMATE CENTERLINE OF
 FB2743'SR 1322, 673.6 FEET (SLOPE) SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF
 FB2743'BARN, 228.3 FEET (SLOPE) WEST-SOUTHWEST OF 12 INCH OAK WITH REFERENCE
 FB2743'TAG IN PASTURE IN FRONT OF AND ACROSS ROAD FROM A HOUSE AND 373.0 FEET
 FB2743'(SLOPE) NORTH OF 14 INCH OAK WITH REFERENCE TAG NEAR AN OLD SHED.
 FB2743
 FB2743                          STATION RECOVERY (1981)
 FB2743
 FB2743'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2743'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 FB2743'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE MARK IS 213.5 FEET
 FB2743'WEST-NORTHWEST OF A FENCE POST WITH TAG.
 FB2743
 FB2743                          STATION RECOVERY (1985)
 FB2743
 FB2743'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0287 ***********************************************************************
 EZ0287  DESIGNATION -  AL MILLS
 EZ0287  PID         -  EZ0287
 EZ0287  STATE/COUNTY-  NC/WAYNE
 EZ0287  USGS QUAD   -  SOUTHWEST GOLDSBORO (1988)
 EZ0287
 EZ0287                         *CURRENT SURVEY CONTROL
 EZ0287  ___________________________________________________________________
 EZ0287* NAD 83(2001)-  35 17 31.84617(N)    078 06 53.61727(W)     ADJUSTED  
 EZ0287* NAVD 88     -        29.924  (meters)      98.18   (feet)  ADJUSTED  
 EZ0287  ___________________________________________________________________
 EZ0287  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 EZ0287  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EZ0287  DYNAMIC HT  -          29.898 (meters)      98.09  (feet)  COMP
 EZ0287  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 EZ0287
 EZ0287  HORZ ORDER  -  SECOND
 EZ0287  VERT ORDER  -  SECOND    CLASS II
 EZ0287
 EZ0287.The horizontal coordinates were established by classical geodetic methods
 EZ0287.and adjusted by the National Geodetic Survey in August 2005.
 EZ0287
 EZ0287.The orthometric height was determined by differential leveling
 EZ0287.and adjusted in June 1991.
 EZ0287
 EZ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0287
 EZ0287.The geoid height was determined by GEOID03.
 EZ0287
 EZ0287.The dynamic height is computed by dividing the NAVD 88
 EZ0287.geopotential number by the normal gravity value computed on the
 EZ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0287.degrees latitude (g = 980.6199 gals.).
 EZ0287
 EZ0287.The modeled gravity was interpolated from observed gravity values.
 EZ0287
 EZ0287;                    North         East     Units Scale Factor Converg.
 EZ0287;SPC NC       -   171,432.817   690,101.386   MT  0.99987284   +0 30 39.1
 EZ0287;SPC NC       -   562,442.50  2,264,107.63   sFT  0.99987284   +0 30 39.1
 EZ0287;UTM  17      - 3,909,263.778   762,368.628   MT  1.00044842   +1 40 04.1
 EZ0287
 EZ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0287!SPC NC       -   1.00000076  x   0.99987284  =   0.99987360
 EZ0287!UTM  17      -   1.00000076  x   1.00044842  =   1.00044918
 EZ0287
 EZ0287:                Primary Azimuth Mark                     Grid Az
 EZ0287:SPC NC       -  RUNDOWN                                  080 12 56.0
 EZ0287:UTM  17      -  RUNDOWN                                  079 03 31.0
 EZ0287
 EZ0287|---------------------------------------------------------------------|
 EZ0287| PID    Reference Object                     Distance      Geod. Az  |
 EZ0287|                                                           dddmmss.s |
 EZ0287| EZ0286 RUNDOWN                             APPROX. 1.0 KM 0804335.1 |
 EZ0287|---------------------------------------------------------------------|
 EZ0287
 EZ0287                          SUPERSEDED SURVEY CONTROL
 EZ0287
 EZ0287  NAD 83(1986)-  35 17 31.85464(N)    078 06 53.62342(W) AD(       ) 2
 EZ0287  NAD 27      -  35 17 31.26348(N)    078 06 54.65159(W) AD(       ) 2
 EZ0287  NGVD 29 (??/??/92)   30.228  (m)           99.17   (f) ADJ UNCH    2 2
 EZ0287
 EZ0287.Superseded values are not recommended for survey control.
 EZ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0287.See file dsdata.txt to determine how the superseded data were derived.
 EZ0287
 EZ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6236909264(NAD 83)
 EZ0287_MARKER: DE = TRAVERSE STATION DISK
 EZ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0287_STAMPING: AL MILLS 1973
 EZ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0287+STABILITY: SURFACE MOTION
 EZ0287
 EZ0287  HISTORY     - Date     Condition        Report By
 EZ0287  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0287  HISTORY     - 1973     GOOD             NCGS
 EZ0287
 EZ0287                          STATION DESCRIPTION
 EZ0287
 EZ0287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0287'AL MILLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ0287'THE VICINITY OF MOUNT OLIVE, NORTH CAROLINA.
 EZ0287'
 EZ0287'AL MILLS IS LOCATED APPROXIMATELY 7.0 MILES NNW OF MOUNT OLIVE, AND
 EZ0287'9.4 MILES SW OF GOLDSBORO.  TO REACH STATION FROM THE INTERSECTION
 EZ0287'OF US 13 AND US 117, PROCEED WESTERLY ALONG US 13 FOR 05.60 MILES TO
 EZ0287'SR 1122 AND STATION IN SE QUADRANT OF INTERSECTION IN THE NE CORNER
 EZ0287'OF YARD WITH A ONE STORY WHITE FRAME HOUSE (MILLS RESIDENCE), AND
 EZ0287'APPROXIMATELY 125 FEET E OF INTERSECTION.
 EZ0287'
 EZ0287'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AL
 EZ0287'MILLS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0287'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0287'
 EZ0287'MARK IS
 EZ0287'49.8 FEET S OF C/L OF US 13.
 EZ0287'127.7 FEET E OF C/L OF SR 1122.
 EZ0287'88.8 FEET N OF NE CORNER OF HOUSE.
 EZ0287'98.9 FEET ENE OF CENTER OF TOP OF WELL.
 EZ0287'33.0 FEET SSE OF 4X4 ROAD SIGN POST W/ALUMINUM REF. TAG.
 EZ0287
 EZ0287                          STATION RECOVERY (1973)
 EZ0287
 EZ0287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0287'4.4 MI WNW FROM DUDLEY.
 EZ0287'AL MILLS IS LOCATED APPROXIMATELY 9.4 MILES SW OF GOLDSBORO.
 EZ0287'TO REACH STATION FROM THE INTERSECTION OF U.S. 13 AND U.S. 117,
 EZ0287'PROCEED WESTERLY ALONG U.S. 13 FOR 5.60 MILES TO SR 1122 AND
 EZ0287'STATION IN SE QUADRANT OF INTERSECTION IN THE NE CORNER OF
 EZ0287'YARD WITH A ONE STORY WHITE FRAME HOUSE (MILLS RESIDENCE),
 EZ0287'AND APPROXIMATELY 125 FT E OF INTERSECTION, 49.8 FT S OF C/L OF
 EZ0287'U.S. 13, 127.7 FT E OF C/L OF SR 1122, 88.8 FT N OF NE CORNER
 EZ0287'OF HOUSE, 98.9 FT ENE OF CENTER OF TOP OF WELL, AND 33.0 FT
 EZ0287'SSE OF 4 X 4 ROAD SIGN POST W/ALUMINUM REF. TAG.  DISK IS SET
 EZ0287'IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2428 ***********************************************************************
 DD2428  DESIGNATION -  AL USE 1923
 DD2428  PID         -  DD2428
 DD2428  STATE/COUNTY-  NC/BRUNSWICK
 DD2428  USGS QUAD   -  SOUTHPORT (1990)
 DD2428
 DD2428                         *CURRENT SURVEY CONTROL
 DD2428  ___________________________________________________________________
 DD2428* NAD 83(2001)-  33 54 33.68907(N)    078 00 47.45966(W)     ADJUSTED  
 DD2428* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 DD2428  ___________________________________________________________________
 DD2428  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 DD2428  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 DD2428  HORZ ORDER  -  THIRD
 DD2428
 DD2428.The horizontal coordinates were established by classical geodetic methods
 DD2428.and adjusted by the National Geodetic Survey in August 2005.
 DD2428
 DD2428.The orthometric height was scaled from a topographic map.
 DD2428
 DD2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2428
 DD2428.The geoid height was determined by GEOID03.
 DD2428
 DD2428;                    North         East     Units Scale Factor Converg.
 DD2428;SPC NC       -    18,132.705   700,876.464   MT  1.00014434   +0 34 10.4
 DD2428;SPC NC       -    59,490.38  2,299,458.87   sFT  1.00014434   +0 34 10.4
 DD2428;UTM  17      - 3,756,123.800   776,166.267   MT  1.00054031   +1 40 02.4
 DD2428;UTM  18      - 3,756,195.103   221,394.992   MT  1.00055699   -1 40 55.5
 DD2428
 DD2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2428!SPC NC       -   1.00000590  x   1.00014434  =   1.00015024
 DD2428!UTM  17      -   1.00000590  x   1.00054031  =   1.00054621
 DD2428!UTM  18      -   1.00000590  x   1.00055699  =   1.00056289
 DD2428
 DD2428:                Primary Azimuth Mark                     Grid Az
 DD2428:SPC NC       -  QUARANTINE STATION WATER TANK            049 20 37.3
 DD2428:UTM  17      -  QUARANTINE STATION WATER TANK            048 14 45.3
 DD2428:UTM  18      -  QUARANTINE STATION WATER TANK            051 35 43.2
 DD2428
 DD2428|---------------------------------------------------------------------|
 DD2428| PID    Reference Object                     Distance      Geod. Az  |
 DD2428|                                                           dddmmss.s |
 DD2428| UT0098 QUARANTINE STATION WATER TANK       APPROX. 2.1 KM 0495447.7 |
 DD2428| UT0087 MIDDLE GRD SHOAL RNG REAR BCN       APPROX. 2.6 KM 1305951.2 |
 DD2428| UT0089 NEW CHAN RANGE REAR BEACON          APPROX. 3.2 KM 1520809.1 |
 DD2428| UT0086 MIDDLE GRD SHOAL RNG FRONT BCN      APPROX. 2.9 KM 1523752.9 |
 DD2428| DD2509 BALD HEAD RANGE REAR BEACON         APPROX. 4.9 KM 1693553.6 |
 DD2428| DD2507 BALD HEAD RANGE FRONT BEACON        APPROX. 4.9 KM 1732559.8 |
 DD2428| DD2514 CAPE FEAR ARMY TOWER                APPROX. 4.6 KM 1735027.6 |
 DD2428| DD2460 NEW CHAN RANGE FRONT BEACON         APPROX. 3.7 KM 1764851.9 |
 DD2428| DD2445 FORT CASWELL STACK                  APPROX. 1.7 KM 1880956.0 |
 DD2428| DD2446 FORT CASWELL STEEL WATER TANK       APPROX. 1.8 KM 1893059.0 |
 DD2428| DD2442 COAST GUARD STA 194 S GABLE         APPROX. 2.6 KM 2264032.4 |
 DD2428| DD2443 CREEK                               APPROX. 3.6 KM 2881256.1 |
 DD2428| DD2482 SOUTHPORT PILOT TOWER               APPROX. 1.0 KM 3255252.1 |
 DD2428| DD2485 SOUTHPORT WATER TANK                APPROX. 1.5 KM 3350702.1 |
 DD2428| DD2478 SOUTHPORT EPIS CHURCH SPIRE         APPROX. 1.1 KM 3381504.6 |
 DD2428| DD2479 SOUTHPORT METH CHURCH SPIRE         APPROX. 1.3 KM 3404351.4 |
 DD2428| DD2481 SOUTHPORT PAVILLION                 APPROX. 1.0 KM 3472853.2 |
 DD2428|---------------------------------------------------------------------|
 DD2428
 DD2428                          SUPERSEDED SURVEY CONTROL
 DD2428
 DD2428  NAD 83(1986)-  33 54 33.70015(N)    078 00 47.46954(W) AD(       ) 3
 DD2428  NAD 27      -  33 54 33.07000(N)    078 00 48.50500(W) AD(       ) 3
 DD2428
 DD2428.Superseded values are not recommended for survey control.
 DD2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2428.See file dsdata.txt to determine how the superseded data were derived.
 DD2428
 DD2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7616656124(NAD 83)
 DD2428_MARKER: Z = SEE DESCRIPTION
 DD2428_SETTING: 0 = UNSPECIFIED SETTING
 DD2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2428
 DD2428  HISTORY     - Date     Condition        Report By
 DD2428  HISTORY     - 1923     MONUMENTED       USE
 DD2428  HISTORY     - 1933     MARK NOT FOUND   CGS
 DD2428  HISTORY     - 1935     SEE DESCRIPTION  CGS
 DD2428  HISTORY     - 1964     MARK NOT FOUND   CGS
 DD2428  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD2428
 DD2428                          STATION DESCRIPTION
 DD2428
 DD2428'DESCRIBED BY US ENGINEERS 1923 (LPR)
 DD2428'STATION IS NEAR THE MOUTH OF CAPE FEAR RIVER, DIRECTLY ACROSS
 DD2428'THE MAIN CHANNEL FROM SOUTHPORT, ON BATTERY ISLAND, 8 YARDS
 DD2428'FROM A SHACK BUILT ON POSTS 4 FEET HIGH, 55 YARDS N OF THE
 DD2428'REMAINS OF A STEAMBOAT ENGINE WHICH IS 165 YARDS OFFSHORE
 DD2428'BARELY SHOWING AT HIGH TIDE.  THE STATION IS MARKED BY A BLOCK
 DD2428'OF CONCRETE, 4 FEET SQUARE, WITH A POST 4 INCHES SQUARE SET IN
 DD2428'AND SURROUNDED BY A ROUNDED MOUND OF CEMENT ABOUT 1-1/2 INCHES
 DD2428'HIGH.  A RAIL IN THE TOP OF THE POST MARKS THE CENTER OF THE
 DD2428'STATION.  IT IS ABOUT 3 FEET BELOW WATER AT HIGH TIDE AND IS
 DD2428'GOING TO PIECES.  THERE ARE TWO REFERENCE MARKS, EACH
 DD2428'CONSISTING OF A STANDARD DISK REFERENCE MARK SET IN A SQUARE
 DD2428'BLOCK OF CONCRETE, ONE NE FROM
 DD2428'THE STATION, 10 YARDS INSHORE FROM HIGH-WATER MARK AND THE
 DD2428'OTHER S FROM THE STATION 5 YARDS INSHORE.  REFERENCE MARK
 DD2428'NO.1 IS 21.480 METERS (70.47 FEET) FROM THE STATION
 DD2428'N 75 DEG 02 MIN E.  REFERENCE MARK NO.2 IS 35.313 METERS
 DD2428'(115.86) FEET S 24 DEG 46 MIN W.
 DD2428
 DD2428                          STATION RECOVERY (1933)
 DD2428
 DD2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 DD2428'THIS STATION IS REPORTED BY THE U.S. ENGINEERS TO BE INCLINED
 DD2428'TOWARD THE RIVER AND IS PROBABLY DISPLACED.
 DD2428
 DD2428                          STATION RECOVERY (1935)
 DD2428
 DD2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 DD2428'THE BLOCK IN WHICH THE STATION IS SET IN ABOUT 3 METERS
 DD2428'OUTSIDE HIGH-WATER LINE AND IS SLIGHTLY TILTED.  ITS POSITION
 DD2428'WAS CAREFULLY CHECKED WITH THE PLANE TABLE AND FOUND TO BE
 DD2428'CORRECT AS FAR AS COULD BE DETERMINED BY THIS METHOD.
 DD2428'
 DD2428'IT MAY STILL BE USED AS TOPOGRAPHIC CONTROL.
 DD2428
 DD2428                          STATION RECOVERY (1964)
 DD2428
 DD2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2428'STATION LOST.  A THOROUGH SEARCH OF THE AREA WAS MADE AND THE
 DD2428'STATION WAS NOT RECOVERED.  IT APPEARS THAT THE STATION HAS
 DD2428'BEEN DESTROYED BY WATER EROSION.
 DD2428
 DD2428                          STATION RECOVERY (2004)
 DD2428
 DD2428'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1279 ***********************************************************************
 FY1279  DESIGNATION -  ALA 1
 FY1279  PID         -  FY1279
 FY1279  STATE/COUNTY-  NC/ALAMANCE
 FY1279  USGS QUAD   -  BURLINGTON (1981)
 FY1279
 FY1279                         *CURRENT SURVEY CONTROL
 FY1279  ___________________________________________________________________
 FY1279* NAD 83(1986)-  36 01 53.     (N)    079 29 57.     (W)     SCALED    
 FY1279* NAVD 88     -       185.349  (meters)     608.10   (feet)  ADJUSTED  
 FY1279  ___________________________________________________________________
 FY1279  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FY1279  DYNAMIC HT  -         185.202 (meters)     607.62  (feet)  COMP
 FY1279  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 FY1279
 FY1279  VERT ORDER  -  SECOND    CLASS 0
 FY1279
 FY1279.The horizontal coordinates were scaled from a topographic map and have
 FY1279.an estimated accuracy of +/- 6 seconds.
 FY1279
 FY1279.The orthometric height was determined by differential leveling
 FY1279.and adjusted in June 1991.
 FY1279
 FY1279.The geoid height was determined by GEOID03.
 FY1279
 FY1279.The dynamic height is computed by dividing the NAVD 88
 FY1279.geopotential number by the normal gravity value computed on the
 FY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1279.degrees latitude (g = 980.6199 gals.).
 FY1279
 FY1279.The modeled gravity was interpolated from observed gravity values.
 FY1279
 FY1279;                    North         East    Units  Estimated Accuracy
 FY1279;SPC NC       -   253,200.      564,610.      MT  (+/- 180 meters Scaled)
 FY1279
 FY1279                          SUPERSEDED SURVEY CONTROL
 FY1279
 FY1279  NGVD 29 (??/??/92)  185.607  (m)          608.95   (f) ADJ UNCH    2 0
 FY1279
 FY1279.Superseded values are not recommended for survey control.
 FY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1279.See file dsdata.txt to determine how the superseded data were derived.
 FY1279
 FY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV352884(NAD 83)
 FY1279_MARKER: DB = BENCH MARK DISK
 FY1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1279_STAMPING: ALA-1 1971
 FY1279_MARK LOGO: NCGS  
 FY1279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1279+STABILITY: SURFACE MOTION
 FY1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1279+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 FY1279
 FY1279  HISTORY     - Date     Condition        Report By
 FY1279  HISTORY     - 1971     MONUMENTED       NCGS
 FY1279  HISTORY     - 19910426 GOOD             USPSQD
 FY1279  HISTORY     - 20020807 GOOD             NCGS
 FY1279  HISTORY     - 20060816 GOOD             GEOCAC
 FY1279
 FY1279                          STATION DESCRIPTION
 FY1279
 FY1279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1279'0.9 MI W FROM ALAMANCE.
 FY1279'STATION IS 0.9 MILE W OF INTERSECTION OF NC 62 AND SR 1145 ON
 FY1279'N SIDE OF SR 1145, IN BACK YARD OF A.J. BULLIS RESIDENCE, AND
 FY1279'2.35 MILES E OF INTERSECTION OF SR 1149 AND SR 1145, 48.6 FT
 FY1279'N OF NE CORNER OF BRICK HOUSE, 42.5 FT N OF PP WITH ALUM. REF. TAG,
 FY1279'25.4 FT SE OF SE CORNER OF BLOCK BUILDING, 14.6 FT SE OF 30 INCH
 FY1279'OAK AND 5.4 FT W OF METAL CLOTHES LINE POLE.  STATION IS FLUSH WITH
 FY1279'THE GROUND.
 FY1279
 FY1279                          STATION RECOVERY (1991)
 FY1279
 FY1279'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1279'RECOVERED IN GOOD CONDITION.
 FY1279
 FY1279                          STATION RECOVERY (2002)
 FY1279
 FY1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1279'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. IGNORE
 FY1279'REFERENCE TO INTERSECTION OF SR 1149 AND SR 1145, SR 1145 (POND ROAD)
 FY1279'IS NOW DEAD END. STATION IS IN THE NORTHWEST QUADRANT OF SR 1145 AND
 FY1279'SMITH-BULLIS LANE(GRAVEL), ABOUT 3-FEET HIGHER THAN SMITH-BULLIS LANE
 FY1279'AND 5.4 FT (1.6 M) WEST-NORTHWEST OF METAL CLOTHES LINE POLE. BULLIS
 FY1279'RESIDENCE IS HOUSE NUMBER 3323.
 FY1279
 FY1279                          STATION RECOVERY (2006)
 FY1279
 FY1279'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1279'THE REFERENCED CLOTHES LINE POLE HAS BEEN REMOVED. MARK PROJECTS 2 CM.
 FY1279'SR1145 IS POND ROAD, AND IS A DEAD END. STATION MUST BE APPROACHED
 FY1279'FROM THE EAST. HH2 GPS
 FY1279'36 01 54.8, W079 29 56.8.
 FY1279' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1351 ***********************************************************************
 EZ1351  DESIGNATION -  ALA 10
 EZ1351  PID         -  EZ1351
 EZ1351  STATE/COUNTY-  NC/ALAMANCE
 EZ1351  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1351
 EZ1351                         *CURRENT SURVEY CONTROL
 EZ1351  ___________________________________________________________________
 EZ1351* NAD 83(1986)-  35 55 59.     (N)    079 19 02.     (W)     SCALED    
 EZ1351* NAVD 88     -       161.267  (meters)     529.09   (feet)  ADJUSTED  
 EZ1351  ___________________________________________________________________
 EZ1351  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ1351  DYNAMIC HT  -         161.134 (meters)     528.65  (feet)  COMP
 EZ1351  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 EZ1351
 EZ1351  VERT ORDER  -  SECOND    CLASS 0
 EZ1351
 EZ1351.The horizontal coordinates were scaled from a topographic map and have
 EZ1351.an estimated accuracy of +/- 6 seconds.
 EZ1351
 EZ1351.The orthometric height was determined by differential leveling
 EZ1351.and adjusted in June 1991.
 EZ1351
 EZ1351.The geoid height was determined by GEOID03.
 EZ1351
 EZ1351.The dynamic height is computed by dividing the NAVD 88
 EZ1351.geopotential number by the normal gravity value computed on the
 EZ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1351.degrees latitude (g = 980.6199 gals.).
 EZ1351
 EZ1351.The modeled gravity was interpolated from observed gravity values.
 EZ1351
 EZ1351;                    North         East    Units  Estimated Accuracy
 EZ1351;SPC NC       -   242,220.      580,980.      MT  (+/- 180 meters Scaled)
 EZ1351
 EZ1351                          SUPERSEDED SURVEY CONTROL
 EZ1351
 EZ1351  NGVD 29 (??/??/92)  161.513  (m)          529.90   (f) ADJ UNCH    2 0
 EZ1351
 EZ1351.Superseded values are not recommended for survey control.
 EZ1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1351.See file dsdata.txt to determine how the superseded data were derived.
 EZ1351
 EZ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV518778(NAD 83)
 EZ1351_MARKER: DD = SURVEY DISK
 EZ1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1351_STAMPING: ALA 10 1973
 EZ1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1351+STABILITY: SURFACE MOTION
 EZ1351
 EZ1351  HISTORY     - Date     Condition        Report By
 EZ1351  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1351
 EZ1351                          STATION DESCRIPTION
 EZ1351
 EZ1351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1351'1 MI S FROM SAXAPAHAW.
 EZ1351'TO REACH STATION FROM EAST END OF BRIDGE OVER HAW RIVER IN
 EZ1351'SAXAPAHAW, PROCEED SW ALONG SR 2171 FOR 0.4 MILES TO INTERSECTION
 EZ1351'WITH SR 2174, TURN LEFT AND CONTINUE SOUTH ALONG SR 2174 FOR
 EZ1351'0.70 MILES TO STATION ON RIGHT AT EDGE OF WOODS BESIDE A GUY
 EZ1351'POLE, 0.25 MILES SE OF INTERSECTION OF SR 2174 AND SR 2175,
 EZ1351'35.9 FT SW OF C/L OF SR 2174, 4.7 FT SSW OF GUY POLE, 10.1 FT
 EZ1351'NNW OF 10 IN OAK W/ALUMINUM REF. TAG.  19.8 FT ESE OF 6 IN CEDAR
 EZ1351'W/ALUMINUM REF. TAG, AND 166.6 FT NW OF TELEPHONE PEDESTAL BOX
 EZ1351'14.  DISK IS SET IN TOP OF A CONCRETE PRECAST PROJECTING 4 INCHES
 EZ1351'ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1029 ***********************************************************************
 FY1029  DESIGNATION -  ALA 11
 FY1029  PID         -  FY1029
 FY1029  STATE/COUNTY-  NC/ALAMANCE
 FY1029  USGS QUAD   -  MEBANE (1994)
 FY1029
 FY1029                         *CURRENT SURVEY CONTROL
 FY1029  ___________________________________________________________________
 FY1029* NAD 83(1986)-  36 06 05.     (N)    079 22 08.     (W)     SCALED    
 FY1029* NAVD 88     -       176.557  (meters)     579.25   (feet)  ADJUSTED  
 FY1029  ___________________________________________________________________
 FY1029  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FY1029  DYNAMIC HT  -         176.418 (meters)     578.80  (feet)  COMP
 FY1029  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 FY1029
 FY1029  VERT ORDER  -  SECOND    CLASS 0
 FY1029
 FY1029.The horizontal coordinates were scaled from a topographic map and have
 FY1029.an estimated accuracy of +/- 6 seconds.
 FY1029
 FY1029.The orthometric height was determined by differential leveling
 FY1029.and adjusted in June 1991.
 FY1029
 FY1029.The geoid height was determined by GEOID03.
 FY1029
 FY1029.The dynamic height is computed by dividing the NAVD 88
 FY1029.geopotential number by the normal gravity value computed on the
 FY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1029.degrees latitude (g = 980.6199 gals.).
 FY1029
 FY1029.The modeled gravity was interpolated from observed gravity values.
 FY1029
 FY1029;                    North         East    Units  Estimated Accuracy
 FY1029;SPC NC       -   260,910.      576,380.      MT  (+/- 180 meters Scaled)
 FY1029
 FY1029                          SUPERSEDED SURVEY CONTROL
 FY1029
 FY1029  NGVD 29 (??/??/92)  176.814  (m)          580.10   (f) ADJ UNCH    2 0
 FY1029
 FY1029.Superseded values are not recommended for survey control.
 FY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1029.See file dsdata.txt to determine how the superseded data were derived.
 FY1029
 FY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV468964(NAD 83)
 FY1029_MARKER: DD = SURVEY DISK
 FY1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1029_SP_SET: HEADWALL
 FY1029_STAMPING: ALA-11 1973
 FY1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1029
 FY1029  HISTORY     - Date     Condition        Report By
 FY1029  HISTORY     - 1973     MONUMENTED       NCGS
 FY1029  HISTORY     - 19910512 GOOD             USPSQD
 FY1029  HISTORY     - 20020702 SEE DESCRIPTION  NCGS
 FY1029  HISTORY     - 20041028 MARK NOT FOUND   USPSQD
 FY1029
 FY1029                          STATION DESCRIPTION
 FY1029
 FY1029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1029'0.7 MI NNW FROM HAW RIVER.
 FY1029'ALA-11 IS LOCATED 4.0 MILES EAST OF BURLINGTON.  TO REACH STATION
 FY1029'FROM THE INTERSECTION OF U.S. 70, NC 49 WITH SR 1740 AT HAW RIVER
 FY1029'ELEMENTARY SCHOOL, PROCEED N ALONG SR 1740 FOR 0.55 MILES TO
 FY1029'INTERSECTION WITH SR 1737, THENCE WEST ALONG SR 1737 FOR 0.5
 FY1029'MILES TO DRIVEWAY ON THE RIGHT AND STATION, 0.5 MILES EAST OF SR
 FY1029'1737 BRIDGE OVER BOYDS CREEK, IN HEADWALL ON WEST EDGE OF CONCRETE
 FY1029'DRIVEWAY, 19.3 FT NNE OF C/L OF SR 1737, 5.0 FT WNW OF EDGE OF
 FY1029'DRIVEWAY 64.0 FT NNW OF PP 121 W/ALUMINUM REF. TAG, 96.7 FT SE
 FY1029'OF PP W/ALUMINUM REF. TAG, 3.1 FT S OF NW CORNER OF HEADWALL.
 FY1029'STATION IS SET IN DRILLED HOLE SET FLUSH WITH HEADWALL.
 FY1029
 FY1029                          STATION RECOVERY (1991)
 FY1029
 FY1029'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1029'RECOVERED IN GOOD CONDITION.
 FY1029
 FY1029                          STATION RECOVERY (2002)
 FY1029
 FY1029'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1029'DESTROYED, DISK (RETRIEVED) FOUND LOOSE IN OLD CRACKED CONCRETE
 FY1029'HEADWALL AT HOUSE-2258.
 FY1029
 FY1029                          STATION RECOVERY (2004)
 FY1029
 FY1029'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1029'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 FY1029'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1030 ***********************************************************************
 FY1030  DESIGNATION -  ALA 12
 FY1030  PID         -  FY1030
 FY1030  STATE/COUNTY-  NC/ALAMANCE
 FY1030  USGS QUAD   -  BURLINGTON (1981)
 FY1030
 FY1030                         *CURRENT SURVEY CONTROL
 FY1030  ___________________________________________________________________
 FY1030* NAD 83(1986)-  36 06 19.     (N)    079 22 41.     (W)     SCALED    
 FY1030* NAVD 88     -       157.160  (meters)     515.62   (feet)  ADJUSTED  
 FY1030  ___________________________________________________________________
 FY1030  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FY1030  DYNAMIC HT  -         157.036 (meters)     515.21  (feet)  COMP
 FY1030  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 FY1030
 FY1030  VERT ORDER  -  SECOND    CLASS 0
 FY1030
 FY1030.The horizontal coordinates were scaled from a topographic map and have
 FY1030.an estimated accuracy of +/- 6 seconds.
 FY1030
 FY1030.The orthometric height was determined by differential leveling
 FY1030.and adjusted in June 1991.
 FY1030
 FY1030.The geoid height was determined by GEOID03.
 FY1030
 FY1030.The dynamic height is computed by dividing the NAVD 88
 FY1030.geopotential number by the normal gravity value computed on the
 FY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1030.degrees latitude (g = 980.6199 gals.).
 FY1030
 FY1030.The modeled gravity was interpolated from observed gravity values.
 FY1030
 FY1030;                    North         East    Units  Estimated Accuracy
 FY1030;SPC NC       -   261,350.      575,560.      MT  (+/- 180 meters Scaled)
 FY1030
 FY1030                          SUPERSEDED SURVEY CONTROL
 FY1030
 FY1030  NGVD 29 (??/??/92)  157.417  (m)          516.46   (f) ADJ UNCH    2 0
 FY1030
 FY1030.Superseded values are not recommended for survey control.
 FY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1030.See file dsdata.txt to determine how the superseded data were derived.
 FY1030
 FY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV459968(NAD 83)
 FY1030_MARKER: DD = SURVEY DISK
 FY1030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1030_SP_SET: CURB
 FY1030_STAMPING: ALA-12 1973
 FY1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1030
 FY1030  HISTORY     - Date     Condition        Report By
 FY1030  HISTORY     - 1973     MONUMENTED       NCGS
 FY1030  HISTORY     - 19910529 GOOD             USPSQD
 FY1030  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 FY1030
 FY1030                          STATION DESCRIPTION
 FY1030
 FY1030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1030'1.3 MI NW FROM HAW RIVER.
 FY1030'ALA-12 IS LOCATED 3.4 MILES ENE OF BURLINGTON.  TO REACH STATION
 FY1030'FROM INTERSECTION OF U.S. 70 AND NC 49 WITH SR 1740 AT HAW
 FY1030'RIVER ELEMENTARY SCHOOL, PROCEED NORTH ALONG SR 1740 FOR 0.55
 FY1030'MILES TO INTERSECTION WITH SR 1737, THENCE WEST ALONG SR 1737
 FY1030'FOR 1.1 MILES TO YARN-TEX INCORPORATED BUILDING ON THE LEFT AND
 FY1030'STATION ON THE EAST SIDE OF BUILDING AND AT THE SOUTH CORNER
 FY1030'OF NORTH LOADING DOCK IN CURBING, 1.6 FT SOUTH OF SE CORNER
 FY1030'OF DOCK, 2.0 FT NORTH OF NORTH END OF CULVERT, 26.3 FT NNW OF PP
 FY1030'40A W/ALUMINUM REF. TAG, 41.4 FT NORTH OF 17 IN GUM W/ALUMINUM REF.
 FY1030'TAG.  STATION IS SET IN DRILLED HOLE SET FLUSH WITH CURBING.
 FY1030
 FY1030                          STATION RECOVERY (1991)
 FY1030
 FY1030'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1030'RECOVERED IN GOOD CONDITION.
 FY1030
 FY1030                          STATION RECOVERY (2006)
 FY1030
 FY1030'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1030'VISITED SITE, WHICH IS MATTHEWS WAREHOUSE, 1941 HAW RIVER-HOPEDALE
 FY1030'ROAD. COULD NOT ACCESS PROPERTY DUE TO SECURITY FENCE. ACCORDING TO A
 FY1030'POSTED SIGN, CALL 336-570-3398 FOR ENTRY APPOINTMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1031 ***********************************************************************
 FY1031  DESIGNATION -  ALA 13
 FY1031  PID         -  FY1031
 FY1031  STATE/COUNTY-  NC/ALAMANCE
 FY1031  USGS QUAD   -  BURLINGTON (1981)
 FY1031
 FY1031                         *CURRENT SURVEY CONTROL
 FY1031  ___________________________________________________________________
 FY1031* NAD 83(1986)-  36 06 50.     (N)    079 23 08.     (W)     SCALED    
 FY1031* NAVD 88     -       178.076  (meters)     584.24   (feet)  ADJUSTED  
 FY1031  ___________________________________________________________________
 FY1031  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FY1031  DYNAMIC HT  -         177.936 (meters)     583.78  (feet)  COMP
 FY1031  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 FY1031
 FY1031  VERT ORDER  -  SECOND    CLASS 0
 FY1031
 FY1031.The horizontal coordinates were scaled from a topographic map and have
 FY1031.an estimated accuracy of +/- 6 seconds.
 FY1031
 FY1031.The orthometric height was determined by differential leveling
 FY1031.and adjusted in June 1991.
 FY1031
 FY1031.The geoid height was determined by GEOID03.
 FY1031
 FY1031.The dynamic height is computed by dividing the NAVD 88
 FY1031.geopotential number by the normal gravity value computed on the
 FY1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1031.degrees latitude (g = 980.6199 gals.).
 FY1031
 FY1031.The modeled gravity was interpolated from observed gravity values.
 FY1031
 FY1031;                    North         East    Units  Estimated Accuracy
 FY1031;SPC NC       -   262,310.      574,890.      MT  (+/- 180 meters Scaled)
 FY1031
 FY1031                          SUPERSEDED SURVEY CONTROL
 FY1031
 FY1031  NGVD 29 (??/??/92)  178.333  (m)          585.08   (f) ADJ UNCH    2 0
 FY1031
 FY1031.Superseded values are not recommended for survey control.
 FY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1031.See file dsdata.txt to determine how the superseded data were derived.
 FY1031
 FY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV453977(NAD 83)
 FY1031_MARKER: DB = BENCH MARK DISK
 FY1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1031_STAMPING: ALA-13 1973
 FY1031_MARK LOGO: NCGS  
 FY1031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1031+STABILITY: SURFACE MOTION
 FY1031
 FY1031  HISTORY     - Date     Condition        Report By
 FY1031  HISTORY     - 1973     MONUMENTED       NCGS
 FY1031  HISTORY     - 19910512 GOOD             USPSQD
 FY1031  HISTORY     - 20000223 GOOD             NCGS
 FY1031  HISTORY     - 20041029 GOOD             USPSQD
 FY1031  HISTORY     - 20051114 GOOD             USPSQD
 FY1031
 FY1031                          STATION DESCRIPTION
 FY1031
 FY1031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1031'2 MI NW FROM HAW RIVER.
 FY1031'ALA-13 IS LOCATED 3.2 MILES NE OF BURLINGTON.  TO REACH STATION
 FY1031'FROM THE INTERSECTION OF U.S. 70 AND NC 49 WITH SR 1740 AT HAW RIVER
 FY1031'ELEMENTARY SCHOOL, PROCEED NORTH ALONG SR 1740 FOR 0.55 MILES TO
 FY1031'INTERSECTION WITH SR 1737, THENCE WEST ALONG SR 1737 FOR 1.9
 FY1031'MILES TO DRIVEWAY LEFT (LEADING BETWEEN PONDS) AND STATION, 0.75
 FY1031'MILES SE OF INTERSECTION WITH SR 1735, 30.8 FT WEST OF C/L OF
 FY1031'SR 1737, 64.4 FT SOUTH OF C/L OF DRIVEWAY, 3.1 FT EAST OF 6 IN
 FY1031'PINE W/ALUMINUM REF. TAG, AND 46.6 FT NORTH OF 6 IN OAK W/ALUMINUM
 FY1031'REF. TAG.  STATION IS SET IN PRECAST MONUMENT SET 2 INCHES ABOVE
 FY1031'THE GROUND.
 FY1031
 FY1031                          STATION RECOVERY (1991)
 FY1031
 FY1031'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1031'RECOVERED IN GOOD CONDITION.
 FY1031
 FY1031                          STATION RECOVERY (2000)
 FY1031
 FY1031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000
 FY1031'RECOVERED AS DESCRIBED. MARK IS NOW FLUSH WITH THE GROUND.
 FY1031
 FY1031                          STATION RECOVERY (2004)
 FY1031
 FY1031'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1031'RECOVERED IN GOOD CONDITION.
 FY1031
 FY1031                          STATION RECOVERY (2005)
 FY1031
 FY1031'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1032 ***********************************************************************
 FY1032  DESIGNATION -  ALA 14
 FY1032  PID         -  FY1032
 FY1032  STATE/COUNTY-  NC/ALAMANCE
 FY1032  USGS QUAD   -  BURLINGTON (1981)
 FY1032
 FY1032                         *CURRENT SURVEY CONTROL
 FY1032  ___________________________________________________________________
 FY1032* NAD 83(1986)-  36 07 24.     (N)    079 23 30.     (W)     SCALED    
 FY1032* NAVD 88     -       186.249  (meters)     611.05   (feet)  ADJUSTED  
 FY1032  ___________________________________________________________________
 FY1032  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FY1032  DYNAMIC HT  -         186.102 (meters)     610.57  (feet)  COMP
 FY1032  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 FY1032
 FY1032  VERT ORDER  -  SECOND    CLASS 0
 FY1032
 FY1032.The horizontal coordinates were scaled from a topographic map and have
 FY1032.an estimated accuracy of +/- 6 seconds.
 FY1032
 FY1032.The orthometric height was determined by differential leveling
 FY1032.and adjusted in June 1991.
 FY1032
 FY1032.The geoid height was determined by GEOID03.
 FY1032
 FY1032.The dynamic height is computed by dividing the NAVD 88
 FY1032.geopotential number by the normal gravity value computed on the
 FY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1032.degrees latitude (g = 980.6199 gals.).
 FY1032
 FY1032.The modeled gravity was interpolated from observed gravity values.
 FY1032
 FY1032;                    North         East    Units  Estimated Accuracy
 FY1032;SPC NC       -   263,360.      574,340.      MT  (+/- 180 meters Scaled)
 FY1032
 FY1032                          SUPERSEDED SURVEY CONTROL
 FY1032
 FY1032  NGVD 29 (??/??/92)  186.505  (m)          611.89   (f) ADJ UNCH    2 0
 FY1032
 FY1032.Superseded values are not recommended for survey control.
 FY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1032.See file dsdata.txt to determine how the superseded data were derived.
 FY1032
 FY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV447988(NAD 83)
 FY1032_MARKER: DD = SURVEY DISK
 FY1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1032_SP_SET: GAS PUMP ISLAND
 FY1032_STAMPING: ALA-14 1973
 FY1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1032
 FY1032  HISTORY     - Date     Condition        Report By
 FY1032  HISTORY     - 1973     MONUMENTED       NCGS
 FY1032  HISTORY     - 19910512 MARK NOT FOUND   USPSQD
 FY1032  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 FY1032  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY1032  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 FY1032
 FY1032                          STATION DESCRIPTION
 FY1032
 FY1032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1032'2.6 MI NW FROM HAW RIVER.
 FY1032'ALA-14 IS LOCATED 3.3 MILES NE OF BURLINGTON.  TO REACH STATION
 FY1032'FROM INTERSECTION OF U.S. 70 AND NC 49 WITH SR 1740 AT HAW RIVER
 FY1032'ELEMENTARY SCHOOL, PROCEED NORTH ALONG SR 1740 FOR 0.55 MILES
 FY1032'TO INTERSECTION WITH SR 1737, THENCE WEST ALONG SR 1737 FOR
 FY1032'2.65 MILES TO INTERSECTION WITH SR 1735 AND STATION IN SW QUADRANT,
 FY1032'IN GAS PUMP ISLAND OF BAXTERS STORE, 82.9 FT WEST OF C/L OF
 FY1032'SR 1737, 83.6 FT SOUTH OF C/L OF SR 1735, 62.7 FT SW OF TP
 FY1032'W/ALUMINUM REF. TAG, AND 5.3 FT ESE OF WEST END OF ISLAND.
 FY1032'STATION IS SET IN DRILLED HOLE SET FLUSH WITH THE GAS PUMP ISLAND.
 FY1032
 FY1032                          STATION RECOVERY (1991)
 FY1032
 FY1032'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1032'MARK NOT FOUND.
 FY1032
 FY1032                          STATION RECOVERY (2004)
 FY1032
 FY1032'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1032'MARK NOT FOUND.
 FY1032
 FY1032                          STATION RECOVERY (2005)
 FY1032
 FY1032'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1032'MARK NOT FOUND.
 FY1032
 FY1032                          STATION RECOVERY (2006)
 FY1032
 FY1032'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1032'PUMP ISLAND HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1033 ***********************************************************************
 FY1033  DESIGNATION -  ALA 15
 FY1033  PID         -  FY1033
 FY1033  STATE/COUNTY-  NC/ALAMANCE
 FY1033  USGS QUAD   -  BURLINGTON (1981)
 FY1033
 FY1033                         *CURRENT SURVEY CONTROL
 FY1033  ___________________________________________________________________
 FY1033* NAD 83(1986)-  36 07 26.     (N)    079 24 14.     (W)     SCALED    
 FY1033* NAVD 88     -       160.170  (meters)     525.49   (feet)  ADJUSTED  
 FY1033  ___________________________________________________________________
 FY1033  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FY1033  DYNAMIC HT  -         160.043 (meters)     525.07  (feet)  COMP
 FY1033  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 FY1033
 FY1033  VERT ORDER  -  SECOND    CLASS 0
 FY1033
 FY1033.The horizontal coordinates were scaled from a topographic map and have
 FY1033.an estimated accuracy of +/- 6 seconds.
 FY1033
 FY1033.The orthometric height was determined by differential leveling
 FY1033.and adjusted in June 1991.
 FY1033
 FY1033.The geoid height was determined by GEOID03.
 FY1033
 FY1033.The dynamic height is computed by dividing the NAVD 88
 FY1033.geopotential number by the normal gravity value computed on the
 FY1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1033.degrees latitude (g = 980.6199 gals.).
 FY1033
 FY1033.The modeled gravity was interpolated from observed gravity values.
 FY1033
 FY1033;                    North         East    Units  Estimated Accuracy
 FY1033;SPC NC       -   263,420.      573,240.      MT  (+/- 180 meters Scaled)
 FY1033
 FY1033                          SUPERSEDED SURVEY CONTROL
 FY1033
 FY1033  NGVD 29 (??/??/92)  160.426  (m)          526.33   (f) ADJ UNCH    2 0
 FY1033
 FY1033.Superseded values are not recommended for survey control.
 FY1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1033.See file dsdata.txt to determine how the superseded data were derived.
 FY1033
 FY1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV436988(NAD 83)
 FY1033_MARKER: DB = BENCH MARK DISK
 FY1033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY1033_SP_SET: WINGWALL
 FY1033_STAMPING: ALA-15 1973
 FY1033_MARK LOGO: NCGS  
 FY1033_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1033+STABILITY: SURFACE MOTION
 FY1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1033+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2005
 FY1033
 FY1033  HISTORY     - Date     Condition        Report By
 FY1033  HISTORY     - 1973     MONUMENTED       NCGS
 FY1033  HISTORY     - 1984     GOOD             USPSQD
 FY1033  HISTORY     - 19910512 GOOD             USPSQD
 FY1033  HISTORY     - 20020511 GOOD             USPSQD
 FY1033  HISTORY     - 20020711 SEE DESCRIPTION  NCGS
 FY1033  HISTORY     - 20040613 GOOD             USPSQD
 FY1033  HISTORY     - 20050927 GOOD             USPSQD
 FY1033
 FY1033                          STATION DESCRIPTION
 FY1033
 FY1033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1033'2.7 MI NE FROM BURLINGTON.
 FY1033'ALA-15 IS IN HOPEDALE COMMUNITY, LOCATED AT THE NE END OF SR 1729
 FY1033'BRIDGE OVER STONY CREEK ON SE WINGWALL, 22.0 FT SSE OF C/L OF
 FY1033'SR 1729, 1.6 FT S OF SE ABUTMENT, AND 45.8 FT NNW OF PP
 FY1033'W/ALUMINUM REF. TAG.  STATION IS SET IN DRILLED HOLE SET FLUSH WITH
 FY1033'THE WINGWALL.
 FY1033
 FY1033                          STATION RECOVERY (1984)
 FY1033
 FY1033'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY1033'RECOVERED IN GOOD CONDITION.
 FY1033
 FY1033                          STATION RECOVERY (1991)
 FY1033
 FY1033'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1033'RECOVERED IN GOOD CONDITION.
 FY1033
 FY1033                          STATION RECOVERY (2002)
 FY1033
 FY1033'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1033'RECOVERED IN GOOD CONDITION.
 FY1033
 FY1033                          STATION RECOVERY (2002)
 FY1033
 FY1033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1033'STATION WAS RECOVERED IN FAIR CONDITION (DISK IS LOOSE BUT WILL NOT
 FY1033'ROTATE OR LIFT OUT). MARK IS ABOUT LEVEL WITH SR 1729 AND IN THE
 FY1033'EASTERN WINGWALL AT THE NORTHEAST END OF THE BRIDGE.
 FY1033
 FY1033                          STATION RECOVERY (2004)
 FY1033
 FY1033'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1033'RECOVERED IN GOOD CONDITION.
 FY1033
 FY1033                          STATION RECOVERY (2005)
 FY1033
 FY1033'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1035 ***********************************************************************
 FY1035  DESIGNATION -  ALA 16
 FY1035  PID         -  FY1035
 FY1035  STATE/COUNTY-  NC/ALAMANCE
 FY1035  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1035
 FY1035                         *CURRENT SURVEY CONTROL
 FY1035  ___________________________________________________________________
 FY1035* NAD 83(1986)-  36 07 59.     (N)    079 24 50.     (W)     SCALED    
 FY1035* NAVD 88     -       181.498  (meters)     595.46   (feet)  ADJUSTED  
 FY1035  ___________________________________________________________________
 FY1035  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FY1035  DYNAMIC HT  -         181.354 (meters)     594.99  (feet)  COMP
 FY1035  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 FY1035
 FY1035  VERT ORDER  -  SECOND    CLASS 0
 FY1035
 FY1035.The horizontal coordinates were scaled from a topographic map and have
 FY1035.an estimated accuracy of +/- 6 seconds.
 FY1035
 FY1035.The orthometric height was determined by differential leveling
 FY1035.and adjusted in June 1991.
 FY1035
 FY1035.The geoid height was determined by GEOID03.
 FY1035
 FY1035.The dynamic height is computed by dividing the NAVD 88
 FY1035.geopotential number by the normal gravity value computed on the
 FY1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1035.degrees latitude (g = 980.6199 gals.).
 FY1035
 FY1035.The modeled gravity was interpolated from observed gravity values.
 FY1035
 FY1035;                    North         East    Units  Estimated Accuracy
 FY1035;SPC NC       -   264,440.      572,350.      MT  (+/- 180 meters Scaled)
 FY1035
 FY1035                          SUPERSEDED SURVEY CONTROL
 FY1035
 FY1035  NGVD 29 (??/??/92)  181.753  (m)          596.30   (f) ADJ UNCH    2 0
 FY1035
 FY1035.Superseded values are not recommended for survey control.
 FY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1035.See file dsdata.txt to determine how the superseded data were derived.
 FY1035
 FY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV427998(NAD 83)
 FY1035_MARKER: DB = BENCH MARK DISK
 FY1035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1035_SP_SET: CONCRETE WALKWAY
 FY1035_STAMPING: ALA-16 1973
 FY1035_MARK LOGO: NCGS  
 FY1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1035+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 FY1035
 FY1035  HISTORY     - Date     Condition        Report By
 FY1035  HISTORY     - 1973     MONUMENTED       NCGS
 FY1035  HISTORY     - 19910512 GOOD             USPSQD
 FY1035  HISTORY     - 20020511 GOOD             USPSQD
 FY1035  HISTORY     - 20020711 GOOD             NCGS
 FY1035  HISTORY     - 20041030 GOOD             USPSQD
 FY1035  HISTORY     - 20051114 GOOD             USPSQD
 FY1035
 FY1035                          STATION DESCRIPTION
 FY1035
 FY1035'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1035'3 MI NE FROM BURLINGTON.
 FY1035'ALA-16 IS LOCATED IN CAROLINA COMMUNITY.  TO REACH STATION FROM
 FY1035'INTERSECTION OF NC 62, SR 1001, SR 1599 AND SR 1730 NORTH OF
 FY1035'BURLINGTON, PROCEED SE ALONG SR 1730 FOR 0.95 MILES TO FAUCETTE
 FY1035'FIRE STATION AND STATION AT THE NORTH CORNER OF FIRE STATION
 FY1035'IN WALK-WAY, 181.6 FT SW OF C/L OF SR 1730, 1.2 FT NNW OF NORTH
 FY1035'CORNER OF BUILDING, 11.8 FT ENE OF ALARM POLE W/ALUMINUM REF.
 FY1035'TAG, AND 34.2 FT SSE OF LAMP POLE W/ALUMINUM REF. TAG.  STATION
 FY1035'MARK IS FLUSH WITH WALK-WAY.
 FY1035
 FY1035                          STATION RECOVERY (1991)
 FY1035
 FY1035'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1035'RECOVERED IN GOOD CONDITION.
 FY1035
 FY1035                          STATION RECOVERY (2002)
 FY1035
 FY1035'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1035'RECOVERED IN GOOD CONDITION.
 FY1035
 FY1035                          STATION RECOVERY (2002)
 FY1035
 FY1035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1035'RECOVERED AS DESCRIBED. MARK IS ABOUT 8-FEET HIGHER THAN SR 1730 AND
 FY1035'TAG IS MISSING FROM LAMP POLE.
 FY1035
 FY1035                          STATION RECOVERY (2004)
 FY1035
 FY1035'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1035'RECOVERED IN GOOD CONDITION.
 FY1035
 FY1035                          STATION RECOVERY (2005)
 FY1035
 FY1035'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1037 ***********************************************************************
 FY1037  DESIGNATION -  ALA 17
 FY1037  PID         -  FY1037
 FY1037  STATE/COUNTY-  NC/ALAMANCE
 FY1037  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1037
 FY1037                         *CURRENT SURVEY CONTROL
 FY1037  ___________________________________________________________________
 FY1037* NAD 83(1986)-  36 08 11.     (N)    079 25 33.     (W)     SCALED    
 FY1037* NAVD 88     -       168.428  (meters)     552.58   (feet)  ADJUSTED  
 FY1037  ___________________________________________________________________
 FY1037  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FY1037  DYNAMIC HT  -         168.294 (meters)     552.14  (feet)  COMP
 FY1037  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 FY1037
 FY1037  VERT ORDER  -  SECOND    CLASS 0
 FY1037
 FY1037.The horizontal coordinates were scaled from a topographic map and have
 FY1037.an estimated accuracy of +/- 6 seconds.
 FY1037
 FY1037.The orthometric height was determined by differential leveling
 FY1037.and adjusted in June 1991.
 FY1037
 FY1037.The geoid height was determined by GEOID03.
 FY1037
 FY1037.The dynamic height is computed by dividing the NAVD 88
 FY1037.geopotential number by the normal gravity value computed on the
 FY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1037.degrees latitude (g = 980.6199 gals.).
 FY1037
 FY1037.The modeled gravity was interpolated from observed gravity values.
 FY1037
 FY1037;                    North         East    Units  Estimated Accuracy
 FY1037;SPC NC       -   264,820.      571,270.      MT  (+/- 180 meters Scaled)
 FY1037
 FY1037                          SUPERSEDED SURVEY CONTROL
 FY1037
 FY1037  NGVD 29 (??/??/92)  168.682  (m)          553.42   (f) ADJ UNCH    2 0
 FY1037
 FY1037.Superseded values are not recommended for survey control.
 FY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1037.See file dsdata.txt to determine how the superseded data were derived.
 FY1037
 FY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA416002(NAD 83)
 FY1037_MARKER: DB = BENCH MARK DISK
 FY1037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY1037_SP_SET: WINGWALL
 FY1037_STAMPING: ALA-17 1973
 FY1037_MARK LOGO: NCGS  
 FY1037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1037+STABILITY: SURFACE MOTION
 FY1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1037+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 FY1037
 FY1037  HISTORY     - Date     Condition        Report By
 FY1037  HISTORY     - 1973     MONUMENTED       NCGS
 FY1037  HISTORY     - 1985     GOOD             USPSQD
 FY1037  HISTORY     - 19910512 GOOD             USPSQD
 FY1037  HISTORY     - 20020511 GOOD             USPSQD
 FY1037  HISTORY     - 20030324 GOOD             NCGS
 FY1037  HISTORY     - 20040611 GOOD             USPSQD
 FY1037  HISTORY     - 20050922 GOOD             USPSQD
 FY1037
 FY1037                          STATION DESCRIPTION
 FY1037
 FY1037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1037'2.9 MI N FROM BURLINGTON.
 FY1037'ALA-17 IS LOCATED ON THE NC 62 BRIDGE OVER HAW RIVER NEAR GLENCOE
 FY1037'COMMUNITY, AT THE N END OF BRIDGE IN E WINGWALL, 22.3 FT SE OF C/L
 FY1037'OF NC 62, 3.0 FT NNE OF NE CORNER OF ABUTMENT, 49.4 FT S OF PP
 FY1037'48 W/ALUMINUM REF. TAG.  STATION MARK SET IN CONCRETE IN
 FY1037'DRILL HOLE FLUSH IN E WINGWALL.
 FY1037
 FY1037                          STATION RECOVERY (1985)
 FY1037
 FY1037'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1037'RECOVERED IN GOOD CONDITION.
 FY1037
 FY1037                          STATION RECOVERY (1991)
 FY1037
 FY1037'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1037'RECOVERED IN GOOD CONDITION.
 FY1037
 FY1037                          STATION RECOVERY (2002)
 FY1037
 FY1037'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1037'RECOVERED IN GOOD CONDITION.
 FY1037
 FY1037                          STATION RECOVERY (2003)
 FY1037
 FY1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY1037'RECOVERED AS DESCRIBED.
 FY1037
 FY1037                          STATION RECOVERY (2004)
 FY1037
 FY1037'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1037'RECOVERED IN GOOD CONDITION.
 FY1037
 FY1037                          STATION RECOVERY (2005)
 FY1037
 FY1037'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1038 ***********************************************************************
 FY1038  DESIGNATION -  ALA 18
 FY1038  PID         -  FY1038
 FY1038  STATE/COUNTY-  NC/ALAMANCE
 FY1038  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1038
 FY1038                         *CURRENT SURVEY CONTROL
 FY1038  ___________________________________________________________________
 FY1038* NAD 83(1986)-  36 08 27.     (N)    079 25 53.     (W)     SCALED    
 FY1038* NAVD 88     -       168.871  (meters)     554.04   (feet)  ADJUSTED  
 FY1038  ___________________________________________________________________
 FY1038  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FY1038  DYNAMIC HT  -         168.737 (meters)     553.60  (feet)  COMP
 FY1038  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 FY1038
 FY1038  VERT ORDER  -  SECOND    CLASS 0
 FY1038
 FY1038.The horizontal coordinates were scaled from a topographic map and have
 FY1038.an estimated accuracy of +/- 6 seconds.
 FY1038
 FY1038.The orthometric height was determined by differential leveling
 FY1038.and adjusted in June 1991.
 FY1038
 FY1038.The geoid height was determined by GEOID03.
 FY1038
 FY1038.The dynamic height is computed by dividing the NAVD 88
 FY1038.geopotential number by the normal gravity value computed on the
 FY1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1038.degrees latitude (g = 980.6199 gals.).
 FY1038
 FY1038.The modeled gravity was interpolated from observed gravity values.
 FY1038
 FY1038;                    North         East    Units  Estimated Accuracy
 FY1038;SPC NC       -   265,310.      570,780.      MT  (+/- 180 meters Scaled)
 FY1038
 FY1038                          SUPERSEDED SURVEY CONTROL
 FY1038
 FY1038  NGVD 29 (??/??/92)  169.125  (m)          554.87   (f) ADJ UNCH    2 0
 FY1038
 FY1038.Superseded values are not recommended for survey control.
 FY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1038.See file dsdata.txt to determine how the superseded data were derived.
 FY1038
 FY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA411007(NAD 83)
 FY1038_MARKER: DB = BENCH MARK DISK
 FY1038_SETTING: 66 = SET IN ROCK OUTCROP
 FY1038_SP_SET: ROCKWALL
 FY1038_STAMPING: ALA-18 1973
 FY1038_MARK LOGO: NCGS  
 FY1038_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY1038+STABILITY: POSITION/ELEVATION WELL
 FY1038
 FY1038  HISTORY     - Date     Condition        Report By
 FY1038  HISTORY     - 1973     MONUMENTED       NCGS
 FY1038  HISTORY     - 19910527 GOOD             USPSQD
 FY1038  HISTORY     - 20020512 MARK NOT FOUND   USPSQD
 FY1038  HISTORY     - 20030324 SEE DESCRIPTION  NCGS
 FY1038  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 FY1038  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY1038
 FY1038                          STATION DESCRIPTION
 FY1038
 FY1038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1038'3.2 MI N FROM BURLINGTON.
 FY1038'ALA-18 IS LOCATED AT HAW RIVER DAM NEAR GLENCOE COMMUNITY.  TO
 FY1038'REACH STATION FROM NC 62 BRIDGE OVER HAW RIVER NORTH OF BURLINGTON,
 FY1038'PROCEED NW ALONG SR 1598 (INTERSECTING NC 62 AT N END OF BRIDGE)
 FY1038'FOR 0.4 MILE TO DAM AND STATION ON LEFT, APPROXIMATELY 50 FEET
 FY1038'NNE OF NORTH END OF DAM AND ON HIGHEST PART OF A MAN MADE ROCK
 FY1038'WALL ON NORTH SIDE OF THE SLOUGH, 97.4 FT SW OF C/L OF SR 1598,
 FY1038'44.0 FT SSW OF PP WITH ALUMINUM REF. TAG, 37.5 FT NE OF 6 INCH
 FY1038'SYCAMORE WITH ALUMINUM REF. TAG, AND 49.7 FT NNE OF A REFERENCE
 FY1038'BOLT.  DISK IS SET IN DRILL HOLE FLUSH WITH HIGHEST PART OF ROCK
 FY1038'WALL, ON NORTH SIDE OF THE SLOUGH.
 FY1038
 FY1038                          STATION RECOVERY (1991)
 FY1038
 FY1038'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1038'RECOVERED IN GOOD CONDITION.
 FY1038
 FY1038                          STATION RECOVERY (2002)
 FY1038
 FY1038'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1038'DISK MISSING FROM LOCATION
 FY1038
 FY1038                          STATION RECOVERY (2003)
 FY1038
 FY1038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY1038'STATION IS DESTROYED. ONLY DISK DEPRESSION AND STEM HOLE REMAINS. DISK
 FY1038'NOT FOUND.
 FY1038
 FY1038                          STATION RECOVERY (2004)
 FY1038
 FY1038'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1038'MARK NOT FOUND.
 FY1038
 FY1038                          STATION RECOVERY (2005)
 FY1038
 FY1038'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1040 ***********************************************************************
 FY1040  DESIGNATION -  ALA 19
 FY1040  PID         -  FY1040
 FY1040  STATE/COUNTY-  NC/ALAMANCE
 FY1040  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1040
 FY1040                         *CURRENT SURVEY CONTROL
 FY1040  ___________________________________________________________________
 FY1040* NAD 83(1986)-  36 08 36.     (N)    079 26 25.     (W)     SCALED    
 FY1040* NAVD 88     -       179.262  (meters)     588.13   (feet)  ADJUSTED  
 FY1040  ___________________________________________________________________
 FY1040  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FY1040  DYNAMIC HT  -         179.120 (meters)     587.66  (feet)  COMP
 FY1040  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 FY1040
 FY1040  VERT ORDER  -  SECOND    CLASS 0
 FY1040
 FY1040.The horizontal coordinates were scaled from a topographic map and have
 FY1040.an estimated accuracy of +/- 6 seconds.
 FY1040
 FY1040.The orthometric height was determined by differential leveling
 FY1040.and adjusted in June 1991.
 FY1040
 FY1040.The geoid height was determined by GEOID03.
 FY1040
 FY1040.The dynamic height is computed by dividing the NAVD 88
 FY1040.geopotential number by the normal gravity value computed on the
 FY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1040.degrees latitude (g = 980.6199 gals.).
 FY1040
 FY1040.The modeled gravity was interpolated from observed gravity values.
 FY1040
 FY1040;                    North         East    Units  Estimated Accuracy
 FY1040;SPC NC       -   265,590.      569,980.      MT  (+/- 180 meters Scaled)
 FY1040
 FY1040                          SUPERSEDED SURVEY CONTROL
 FY1040
 FY1040  NGVD 29 (??/??/92)  179.516  (m)          588.96   (f) ADJ UNCH    2 0
 FY1040
 FY1040.Superseded values are not recommended for survey control.
 FY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1040.See file dsdata.txt to determine how the superseded data were derived.
 FY1040
 FY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA403009(NAD 83)
 FY1040_MARKER: DB = BENCH MARK DISK
 FY1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1040_SP_SET: WINGWALL
 FY1040_STAMPING: ALA-19 1973
 FY1040_MARK LOGO: NCGS  
 FY1040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1040+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 FY1040
 FY1040  HISTORY     - Date     Condition        Report By
 FY1040  HISTORY     - 1973     MONUMENTED       NCGS
 FY1040  HISTORY     - 19910427 GOOD             USPSQD
 FY1040  HISTORY     - 20020511 GOOD             USPSQD
 FY1040  HISTORY     - 20030318 GOOD             NCGS
 FY1040  HISTORY     - 20040611 GOOD             USPSQD
 FY1040  HISTORY     - 20050922 GOOD             USPSQD
 FY1040
 FY1040                          STATION DESCRIPTION
 FY1040
 FY1040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1040'3.3 MI N FROM BURLINGTON.
 FY1040'ALA-19 IS LOCATED 0.8 MILE NORTHWEST OF GLENCOE COMMUNITY.  TO
 FY1040'REACH STATION FROM INTERSECTION OF NC 62, SR 1001, SR 1730 AND
 FY1040'SR 1599 NORTH OF BURLINGTON, PROCEED WEST ALONG SR 1599, THENCE
 FY1040'SR 1598 FOR A TOTAL OF 1.0 MILE TO INTERSECTION WITH SR 1641
 FY1040'AND STATION APPROXIMATELY 75 FEET NORTH IN SOUTHEAST WINGWALL
 FY1040'OF SPILLWAY OF POND, 75.7 FT NNE OF C/L OF SR 1598, 17.8 FT
 FY1040'E OF C/L OF SR 1641, 1.3 FT E OF SE CORNER OF BRIDGE, AND 66.0
 FY1040'FT NNW OF PP 25 WITH ALUMINUM REF. TAG.  DISK IS SET IN DRILL
 FY1040'HOLE IN SE WINGWALL OF SPILLWAY OF POND.
 FY1040
 FY1040                          STATION RECOVERY (1991)
 FY1040
 FY1040'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1040'RECOVERED IN GOOD CONDITION.
 FY1040
 FY1040                          STATION RECOVERY (2002)
 FY1040
 FY1040'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1040'RECOVERED IN GOOD CONDITION.
 FY1040
 FY1040                          STATION RECOVERY (2003)
 FY1040
 FY1040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY1040'RECOVERED AS DESCRIBED.
 FY1040
 FY1040                          STATION RECOVERY (2004)
 FY1040
 FY1040'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1040'RECOVERED IN GOOD CONDITION.
 FY1040
 FY1040                          STATION RECOVERY (2005)
 FY1040
 FY1040'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1281 ***********************************************************************
 FY1281  DESIGNATION -  ALA 2
 FY1281  PID         -  FY1281
 FY1281  STATE/COUNTY-  NC/ALAMANCE
 FY1281  USGS QUAD   -  GIBSONVILLE (1994)
 FY1281
 FY1281                         *CURRENT SURVEY CONTROL
 FY1281  ___________________________________________________________________
 FY1281* NAD 83(1986)-  36 01 54.     (N)    079 31 06.     (W)     SCALED    
 FY1281* NAVD 88     -       183.802  (meters)     603.02   (feet)  ADJUSTED  
 FY1281  ___________________________________________________________________
 FY1281  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FY1281  DYNAMIC HT  -         183.656 (meters)     602.54  (feet)  COMP
 FY1281  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 FY1281
 FY1281  VERT ORDER  -  SECOND    CLASS 0
 FY1281
 FY1281.The horizontal coordinates were scaled from a topographic map and have
 FY1281.an estimated accuracy of +/- 6 seconds.
 FY1281
 FY1281.The orthometric height was determined by differential leveling
 FY1281.and adjusted in June 1991.
 FY1281
 FY1281.The geoid height was determined by GEOID03.
 FY1281
 FY1281.The dynamic height is computed by dividing the NAVD 88
 FY1281.geopotential number by the normal gravity value computed on the
 FY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1281.degrees latitude (g = 980.6199 gals.).
 FY1281
 FY1281.The modeled gravity was interpolated from observed gravity values.
 FY1281
 FY1281;                    North         East    Units  Estimated Accuracy
 FY1281;SPC NC       -   253,240.      562,890.      MT  (+/- 180 meters Scaled)
 FY1281
 FY1281                          SUPERSEDED SURVEY CONTROL
 FY1281
 FY1281  NGVD 29 (??/??/92)  184.060  (m)          603.87   (f) ADJ UNCH    2 0
 FY1281
 FY1281.Superseded values are not recommended for survey control.
 FY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1281.See file dsdata.txt to determine how the superseded data were derived.
 FY1281
 FY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV334884(NAD 83)
 FY1281_MARKER: DB = BENCH MARK DISK
 FY1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1281_STAMPING: ALA-2 1971
 FY1281_MARK LOGO: NCGS  
 FY1281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1281+STABILITY: SURFACE MOTION
 FY1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1281+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 FY1281
 FY1281  HISTORY     - Date     Condition        Report By
 FY1281  HISTORY     - 1971     MONUMENTED       NCGS
 FY1281  HISTORY     - 19910426 GOOD             USPSQD
 FY1281  HISTORY     - 20020807 GOOD             NCGS
 FY1281  HISTORY     - 20060816 GOOD             GEOCAC
 FY1281
 FY1281                          STATION DESCRIPTION
 FY1281
 FY1281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1281'2 MI W FROM ALAMANCE.
 FY1281'STATION IS 1.15 MILES E OF INTERSECTION OF SR 1149 AND SR 1145
 FY1281'ON S SIDE OF SR 1145, IN YARD OF T. GOODSON RESIDENCE, AND
 FY1281'2.1 MILES W OF INTERSECTION OF NC 62 AND SR 1145, 66.0 FT S OF
 FY1281'C/L OF SR 1145, 38.5 FT NE OF NE CORNER OF BRICK HOUSE, 18.5
 FY1281'FT S OF PP 37 WITH ALUM. REF. TAG, 36.3 FT S OF TELEPHONE
 FY1281'JUNCTION BOX, AND 40.0 FT SE OF 24 INCH PINE.  STATION IS FLUSH
 FY1281'WITH GROUND.
 FY1281
 FY1281                          STATION RECOVERY (1991)
 FY1281
 FY1281'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1281'RECOVERED IN GOOD CONDITION.
 FY1281
 FY1281                          STATION RECOVERY (2002)
 FY1281
 FY1281'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1281'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. IGNORE
 FY1281'REFERENCE TO INTERSECTION OF NC 62 AND SR 1145, SR 1145 (POND ROAD) IS
 FY1281'NOW DEAD END, GOODSON RESIDENCE IS HOUSE NUMBER 3956, MARK IS ABOUT
 FY1281'LEVEL WITH SR 1145 AND RECESSED 3 INCHES AND IS 20.5 FT (6.2 M) SOUTH
 FY1281'OF PP 37 WITH TAG.
 FY1281
 FY1281                          STATION RECOVERY (2006)
 FY1281
 FY1281'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1281'DUE TO CONSTRUCTION OF LAKE MACKINTOSH, THE ONLY APPROACH IS FROM THE
 FY1281'WEST END OF POND ROAD. FROM I-85, FOLLOW HUFFMAN MILL ROAD (SR1149)
 FY1281'SOUTHWARD 3.4 MILES TO THE GUILFORD-ALAMANCE COUNTY LINE. TURN EAST
 FY1281'ONTO POND ROAD (SR1145) AND PROCEED 1.1 MILE TO STATION ON RIGHT, AT
 FY1281'HOUSE NUMBER 3956. MARK IS RECESSED THREE INCHES.  HH2 GPS
 FY1281'N36 01 54.4, W079 31 07.3.
 FY1281' 
 FY1281' 
 FY1281' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1041 ***********************************************************************
 FY1041  DESIGNATION -  ALA 20
 FY1041  PID         -  FY1041
 FY1041  STATE/COUNTY-  NC/ALAMANCE
 FY1041  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1041
 FY1041                         *CURRENT SURVEY CONTROL
 FY1041  ___________________________________________________________________
 FY1041* NAD 83(1986)-  36 08 29.     (N)    079 27 00.     (W)     SCALED    
 FY1041* NAVD 88     -       187.196  (meters)     614.16   (feet)  ADJUSTED  
 FY1041  ___________________________________________________________________
 FY1041  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FY1041  DYNAMIC HT  -         187.048 (meters)     613.67  (feet)  COMP
 FY1041  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 FY1041
 FY1041  VERT ORDER  -  SECOND    CLASS 0
 FY1041
 FY1041.The horizontal coordinates were scaled from a topographic map and have
 FY1041.an estimated accuracy of +/- 6 seconds.
 FY1041
 FY1041.The orthometric height was determined by differential leveling
 FY1041.and adjusted in June 1991.
 FY1041
 FY1041.The geoid height was determined by GEOID03.
 FY1041
 FY1041.The dynamic height is computed by dividing the NAVD 88
 FY1041.geopotential number by the normal gravity value computed on the
 FY1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1041.degrees latitude (g = 980.6199 gals.).
 FY1041
 FY1041.The modeled gravity was interpolated from observed gravity values.
 FY1041
 FY1041;                    North         East    Units  Estimated Accuracy
 FY1041;SPC NC       -   265,380.      569,100.      MT  (+/- 180 meters Scaled)
 FY1041
 FY1041                          SUPERSEDED SURVEY CONTROL
 FY1041
 FY1041  NGVD 29 (??/??/92)  187.450  (m)          614.99   (f) ADJ UNCH    2 0
 FY1041
 FY1041.Superseded values are not recommended for survey control.
 FY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1041.See file dsdata.txt to determine how the superseded data were derived.
 FY1041
 FY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA394007(NAD 83)
 FY1041_MARKER: DB = BENCH MARK DISK
 FY1041_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1041_STAMPING: ALA-20 1973
 FY1041_MARK LOGO: NCGS  
 FY1041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1041+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 FY1041
 FY1041  HISTORY     - Date     Condition        Report By
 FY1041  HISTORY     - 1973     MONUMENTED       NCGS
 FY1041  HISTORY     - 19910527 GOOD             USPSQD
 FY1041  HISTORY     - 20020511 GOOD             USPSQD
 FY1041  HISTORY     - 20030318 GOOD             NCGS
 FY1041  HISTORY     - 20040611 GOOD             USPSQD
 FY1041  HISTORY     - 20050922 GOOD             USPSQD
 FY1041
 FY1041                          STATION DESCRIPTION
 FY1041
 FY1041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1041'3.2 MI N FROM BURLINGTON.
 FY1041'TO REACH THE STATION FROM WESTERN HIGH SCHOOL, NW OF BURLINGTON,
 FY1041'PROCEED EAST ALONG SR 1530 FOR 1.55 MILES TO INTERSECTION WITH
 FY1041'SR 1593, THENCE CONTINUE SSE ALONG SR 1530 FOR 0.9 MILES TO
 FY1041'INTERSECTION WITH SR 1597, THENCE EAST ALONG SR 1597 FOR 0.9
 FY1041'MILES TO STATION ON LEFT NEAR A PROPERTY LINE AND BY PP, 29.0
 FY1041'FT N OF C/L OF SR 1597, 79.3 FT ESE OF C/L OF DRIVEWAY, AND
 FY1041'1.9 FT SSW OF PP W/ALUMINUM REF. TAG.  DISK IS SET IN PRECAST
 FY1041'MONUMENT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY1041
 FY1041                          STATION RECOVERY (1991)
 FY1041
 FY1041'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1041'RECOVERED IN GOOD CONDITION.
 FY1041
 FY1041                          STATION RECOVERY (2002)
 FY1041
 FY1041'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1041'RECOVERED IN GOOD CONDITION.
 FY1041
 FY1041                          STATION RECOVERY (2003)
 FY1041
 FY1041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY1041'RECOVERED AS DESCRIBED. MARK PROJECTS 2-INCHES ABOVE THE GROUND.
 FY1041'LOCATED 3.1 FT (0.9 M) SOUTH-SOUTHEAST OF POWER POLE (186686 087065)
 FY1041'WITH REFERENCE TAG AND 15.5 FT (4.7 M) NORTHWEST OF THE CENTERLINE OF
 FY1041'A PAVED GOLF CART PATH CROSSING SR 1597. DRIVEWAY LEADS TO HOUSE-953.
 FY1041
 FY1041                          STATION RECOVERY (2004)
 FY1041
 FY1041'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1041'RECOVERED IN GOOD CONDITION.
 FY1041
 FY1041                          STATION RECOVERY (2005)
 FY1041
 FY1041'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1042 ***********************************************************************
 FY1042  DESIGNATION -  ALA 21
 FY1042  PID         -  FY1042
 FY1042  STATE/COUNTY-  NC/ALAMANCE
 FY1042  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1042
 FY1042                         *CURRENT SURVEY CONTROL
 FY1042  ___________________________________________________________________
 FY1042* NAD 83(1986)-  36 08 30.     (N)    079 27 48.     (W)     SCALED    
 FY1042* NAVD 88     -       193.875  (meters)     636.07   (feet)  ADJUSTED  
 FY1042  ___________________________________________________________________
 FY1042  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FY1042  DYNAMIC HT  -         193.721 (meters)     635.57  (feet)  COMP
 FY1042  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 FY1042
 FY1042  VERT ORDER  -  SECOND    CLASS 0
 FY1042
 FY1042.The horizontal coordinates were scaled from a topographic map and have
 FY1042.an estimated accuracy of +/- 6 seconds.
 FY1042
 FY1042.The orthometric height was determined by differential leveling
 FY1042.and adjusted in June 1991.
 FY1042
 FY1042.The geoid height was determined by GEOID03.
 FY1042
 FY1042.The dynamic height is computed by dividing the NAVD 88
 FY1042.geopotential number by the normal gravity value computed on the
 FY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1042.degrees latitude (g = 980.6199 gals.).
 FY1042
 FY1042.The modeled gravity was interpolated from observed gravity values.
 FY1042
 FY1042;                    North         East    Units  Estimated Accuracy
 FY1042;SPC NC       -   265,420.      567,900.      MT  (+/- 180 meters Scaled)
 FY1042
 FY1042                          SUPERSEDED SURVEY CONTROL
 FY1042
 FY1042  NGVD 29 (??/??/92)  194.128  (m)          636.90   (f) ADJ UNCH    2 0
 FY1042
 FY1042.Superseded values are not recommended for survey control.
 FY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1042.See file dsdata.txt to determine how the superseded data were derived.
 FY1042
 FY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA382007(NAD 83)
 FY1042_MARKER: DB = BENCH MARK DISK
 FY1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1042_SP_SET: CONCRETE SIGN BASE
 FY1042_STAMPING: ALA-21 1973
 FY1042_MARK LOGO: NCGS  
 FY1042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1042+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 FY1042
 FY1042  HISTORY     - Date     Condition        Report By
 FY1042  HISTORY     - 1973     MONUMENTED       NCGS
 FY1042  HISTORY     - 19910427 GOOD             USPSQD
 FY1042  HISTORY     - 20020511 GOOD             USPSQD
 FY1042  HISTORY     - 20030318 GOOD             NCGS
 FY1042  HISTORY     - 20040611 GOOD             USPSQD
 FY1042  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY1042
 FY1042                          STATION DESCRIPTION
 FY1042
 FY1042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1042'3.5 MI NNW FROM BURLINGTON.
 FY1042'TO REACH STATION FROM INTERSECTION OF NC 87 AND SR 1530 AT
 FY1042'WESTERN HIGH SCHOOL, NW OF BURLINGTON, PROCEED EAST ALONG SR 1530
 FY1042'FOR 1.55 MILES TO INTERSECTION WITH SR 1593, THENCE CONTINUE SSE
 FY1042'ALONG SR 1530 FOR 0.9 MILES TO INTERSECTION WITH SR 1597, THENCE
 FY1042'EAST ALONG SR 1597 FOR 0.15 MILES TO INTERSECTION WITH SR 1596
 FY1042'(NORTH) AND STATION IN BASE OF SIGN OF SERVICE STATION, 74.2 FT
 FY1042'N OF C/L OF SR 1597, 57.7 FT W OF C/L OF SR 1596, AND 64.9 FT
 FY1042'SW OF PP W/ALUMINUM REF. TAG.  DISK IS SET IN DRILLED HOLE
 FY1042'SET FLUSH IN THE BASE OF SIGN OF SERVICE STATION.
 FY1042
 FY1042                          STATION RECOVERY (1991)
 FY1042
 FY1042'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1042'RECOVERED IN GOOD CONDITION.
 FY1042
 FY1042                          STATION RECOVERY (2002)
 FY1042
 FY1042'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1042'RECOVERED IN GOOD CONDITION.
 FY1042
 FY1042                          STATION RECOVERY (2003)
 FY1042
 FY1042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY1042'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. SERVICE STATION
 FY1042'IS CLOSED, SR 1596 IS MANSFIELD ROAD AND SR 1597 IS GREENWOOD ROAD.
 FY1042
 FY1042                          STATION RECOVERY (2004)
 FY1042
 FY1042'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1042'RECOVERED IN GOOD CONDITION.
 FY1042
 FY1042                          STATION RECOVERY (2005)
 FY1042
 FY1042'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1043 ***********************************************************************
 FY1043  DESIGNATION -  ALA 22
 FY1043  PID         -  FY1043
 FY1043  STATE/COUNTY-  NC/ALAMANCE
 FY1043  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1043
 FY1043                         *CURRENT SURVEY CONTROL
 FY1043  ___________________________________________________________________
 FY1043* NAD 83(1986)-  36 09 09.     (N)    079 28 22.     (W)     SCALED    
 FY1043* NAVD 88     -       210.063  (meters)     689.18   (feet)  ADJUSTED  
 FY1043  ___________________________________________________________________
 FY1043  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FY1043  DYNAMIC HT  -         209.897 (meters)     688.64  (feet)  COMP
 FY1043  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 FY1043
 FY1043  VERT ORDER  -  SECOND    CLASS 0
 FY1043
 FY1043.The horizontal coordinates were scaled from a topographic map and have
 FY1043.an estimated accuracy of +/- 6 seconds.
 FY1043
 FY1043.The orthometric height was determined by differential leveling
 FY1043.and adjusted in June 1991.
 FY1043
 FY1043.The geoid height was determined by GEOID03.
 FY1043
 FY1043.The dynamic height is computed by dividing the NAVD 88
 FY1043.geopotential number by the normal gravity value computed on the
 FY1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1043.degrees latitude (g = 980.6199 gals.).
 FY1043
 FY1043.The modeled gravity was interpolated from observed gravity values.
 FY1043
 FY1043;                    North         East    Units  Estimated Accuracy
 FY1043;SPC NC       -   266,620.      567,060.      MT  (+/- 180 meters Scaled)
 FY1043
 FY1043                          SUPERSEDED SURVEY CONTROL
 FY1043
 FY1043  NGVD 29 (??/??/92)  210.315  (m)          690.01   (f) ADJ UNCH    2 0
 FY1043
 FY1043.Superseded values are not recommended for survey control.
 FY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1043.See file dsdata.txt to determine how the superseded data were derived.
 FY1043
 FY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA373019(NAD 83)
 FY1043_MARKER: DD = SURVEY DISK
 FY1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1043_STAMPING: ALA-22 1973
 FY1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1043+STABILITY: SURFACE MOTION
 FY1043
 FY1043  HISTORY     - Date     Condition        Report By
 FY1043  HISTORY     - 1973     MONUMENTED       NCGS
 FY1043  HISTORY     - 19910527 MARK NOT FOUND   USPSQD
 FY1043  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 FY1043  HISTORY     - 20040614 MARK NOT FOUND   USPSQD
 FY1043  HISTORY     - 20050928 MARK NOT FOUND   USPSQD
 FY1043
 FY1043                          STATION DESCRIPTION
 FY1043
 FY1043'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1043'2.9 MI SE FROM ALTAMAHAW.
 FY1043'TO REACH STATION FROM INTERSECTION OF NC 87 AND SR 1530 AT
 FY1043'WESTERN HIGH SCHOOL, NW OF BURLINGTON, PROCEED EAST ALONG SR 1530
 FY1043'FOR 1.55 MILES TO INTERSECTION WITH SR 1593 AND STATION IN NW
 FY1043'QUADRANT BY PP, 39.5 FT N OF C/L OF SR 1530, 43.8 FT WSW OF C/L
 FY1043'OF SR 1593, AND 2.2 FT SE OF PP W/ALUMINUM REF. TAG.  DISK IS
 FY1043'SET IN PRECAST MONUMENT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY1043
 FY1043                          STATION RECOVERY (1991)
 FY1043
 FY1043'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1043'MARK NOT FOUND.
 FY1043
 FY1043                          STATION RECOVERY (2002)
 FY1043
 FY1043'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1043'MARK NOT FOUND.
 FY1043
 FY1043                          STATION RECOVERY (2004)
 FY1043
 FY1043'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1043'MARK NOT FOUND.
 FY1043
 FY1043                          STATION RECOVERY (2005)
 FY1043
 FY1043'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1044 ***********************************************************************
 FY1044  DESIGNATION -  ALA 23
 FY1044  PID         -  FY1044
 FY1044  STATE/COUNTY-  NC/ALAMANCE
 FY1044  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1044
 FY1044                         *CURRENT SURVEY CONTROL
 FY1044  ___________________________________________________________________
 FY1044* NAD 83(1986)-  36 09 11.     (N)    079 29 21.     (W)     SCALED    
 FY1044* NAVD 88     -       178.657  (meters)     586.14   (feet)  ADJUSTED  
 FY1044  ___________________________________________________________________
 FY1044  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FY1044  DYNAMIC HT  -         178.515 (meters)     585.68  (feet)  COMP
 FY1044  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 FY1044
 FY1044  VERT ORDER  -  SECOND    CLASS 0
 FY1044
 FY1044.The horizontal coordinates were scaled from a topographic map and have
 FY1044.an estimated accuracy of +/- 6 seconds.
 FY1044
 FY1044.The orthometric height was determined by differential leveling
 FY1044.and adjusted in June 1991.
 FY1044
 FY1044.The geoid height was determined by GEOID03.
 FY1044
 FY1044.The dynamic height is computed by dividing the NAVD 88
 FY1044.geopotential number by the normal gravity value computed on the
 FY1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1044.degrees latitude (g = 980.6199 gals.).
 FY1044
 FY1044.The modeled gravity was interpolated from observed gravity values.
 FY1044
 FY1044;                    North         East    Units  Estimated Accuracy
 FY1044;SPC NC       -   266,690.      565,580.      MT  (+/- 180 meters Scaled)
 FY1044
 FY1044                          SUPERSEDED SURVEY CONTROL
 FY1044
 FY1044  NGVD 29 (??/??/92)  178.909  (m)          586.97   (f) ADJ UNCH    2 0
 FY1044
 FY1044.Superseded values are not recommended for survey control.
 FY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1044.See file dsdata.txt to determine how the superseded data were derived.
 FY1044
 FY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA359019(NAD 83)
 FY1044_MARKER: DB = BENCH MARK DISK
 FY1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1044_SP_SET: WINGWALL
 FY1044_STAMPING: ALA-23 1973
 FY1044_MARK LOGO: NCGS  
 FY1044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1044+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 FY1044
 FY1044  HISTORY     - Date     Condition        Report By
 FY1044  HISTORY     - 1973     MONUMENTED       NCGS
 FY1044  HISTORY     - 1985     GOOD             USPSQD
 FY1044  HISTORY     - 19910511 POOR             USPSQD
 FY1044  HISTORY     - 20020511 POOR             USPSQD
 FY1044  HISTORY     - 20020808 GOOD             NCGS
 FY1044  HISTORY     - 20040614 POOR             USPSQD
 FY1044  HISTORY     - 20050928 POOR             USPSQD
 FY1044
 FY1044                          STATION DESCRIPTION
 FY1044
 FY1044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1044'2.4 MI SE FROM ALTAMAHAW.
 FY1044'TO REACH STATION FROM INTERSECTION OF NC 87 AND SR 1530 AT
 FY1044'WESTERN HIGH SCHOOL, NW OF BURLINGTON, PROCEED EAST ALONG
 FY1044'SR 1530 FOR 0.6 MILES TO SR 1530 BRIDGE OVER HAW RIVER AND
 FY1044'STATION AT NE CORNER OF BRIDGE ON WINGWALL, 16.4 FT NE OF C/L
 FY1044'OF SR 1530, AND 1.5 FT NE OF NE CORNER OF ABUTMENT.  DISK IS
 FY1044'SET IN DRILLED HOLE IN CONCRETE WINGWALL.
 FY1044
 FY1044                          STATION RECOVERY (1985)
 FY1044
 FY1044'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1044'RECOVERED IN GOOD CONDITION.
 FY1044
 FY1044                          STATION RECOVERY (1991)
 FY1044
 FY1044'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1044'MARK RECOVERED IN POOR CONDITION.
 FY1044
 FY1044                          STATION RECOVERY (2002)
 FY1044
 FY1044'RECOVERY NOTE BY US POWER SQUADRON 2002 (CSB)
 FY1044'SURFACE DEFACED, HARD TO READ
 FY1044
 FY1044                          STATION RECOVERY (2002)
 FY1044
 FY1044'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1044'RECOVERED AS DESCRIBED. DISK STAMPING IS ALMOST COMPLETELY
 FY1044'OBLITERATED. MARK IS ABOUT LEVEL WITH SR 1530 (GERRINGER MILL ROAD).
 FY1044
 FY1044                          STATION RECOVERY (2004)
 FY1044
 FY1044'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1044'MARK RECOVERED IN POOR CONDITION.
 FY1044
 FY1044                          STATION RECOVERY (2005)
 FY1044
 FY1044'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1044'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1314 ***********************************************************************
 FY1314  DESIGNATION -  ALA 24
 FY1314  PID         -  FY1314
 FY1314  STATE/COUNTY-  NC/ALAMANCE
 FY1314  USGS QUAD   -  OSSIPEE (1970)
 FY1314
 FY1314                         *CURRENT SURVEY CONTROL
 FY1314  ___________________________________________________________________
 FY1314* NAD 83(1986)-  36 11 00.     (N)    079 31 24.     (W)     SCALED    
 FY1314* NAVD 88     -       203.140  (meters)     666.47   (feet)  ADJUSTED  
 FY1314  ___________________________________________________________________
 FY1314  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FY1314  DYNAMIC HT  -         202.978 (meters)     665.94  (feet)  COMP
 FY1314  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 FY1314
 FY1314  VERT ORDER  -  SECOND    CLASS 0
 FY1314
 FY1314.The horizontal coordinates were scaled from a topographic map and have
 FY1314.an estimated accuracy of +/- 6 seconds.
 FY1314
 FY1314.The orthometric height was determined by differential leveling
 FY1314.and adjusted in June 1991.
 FY1314
 FY1314.The geoid height was determined by GEOID03.
 FY1314
 FY1314.The dynamic height is computed by dividing the NAVD 88
 FY1314.geopotential number by the normal gravity value computed on the
 FY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1314.degrees latitude (g = 980.6199 gals.).
 FY1314
 FY1314.The modeled gravity was interpolated from observed gravity values.
 FY1314
 FY1314;                    North         East    Units  Estimated Accuracy
 FY1314;SPC NC       -   270,070.      562,530.      MT  (+/- 180 meters Scaled)
 FY1314
 FY1314                          SUPERSEDED SURVEY CONTROL
 FY1314
 FY1314  NGVD 29 (??/??/92)  203.391  (m)          667.29   (f) ADJ UNCH    2 0
 FY1314
 FY1314.Superseded values are not recommended for survey control.
 FY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1314.See file dsdata.txt to determine how the superseded data were derived.
 FY1314
 FY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA327052(NAD 83)
 FY1314_MARKER: DD = SURVEY DISK
 FY1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1314_SP_SET: CULVERT
 FY1314_STAMPING: ALA 24 1973
 FY1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1314
 FY1314  HISTORY     - Date     Condition        Report By
 FY1314  HISTORY     - 1973     MONUMENTED       NCGS
 FY1314  HISTORY     - 19910511 GOOD             USPSQD
 FY1314
 FY1314                          STATION DESCRIPTION
 FY1314
 FY1314'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1314'1 MI W FROM ALTAMAHAW.
 FY1314'TO REACH THE STATION FROM THE INTERSECTION OF SR 1560 AND SR
 FY1314'1558 ON WEST SIDE OF ALTAMAHAW-OSSIPEE SCHOOL, PROCEED NORTHWEST
 FY1314'ALONG SR 1560 FOR 0.65 MILE TO STATION ON THE RIGHT IN NORTH
 FY1314'HEADWALL OF CULVERT, 0.75 MILE SOUTHEAST OF INTERSECTION WITH
 FY1314'COUNTY LINE, 16.9 FT NNE OF C/L OF SR 1560, 2.2 FT E OF WEST
 FY1314'END OF HEADWALL, AND 8.0 FT SSW OF 3 INCH CEDAR WITH ALUMINUM
 FY1314'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 FY1314
 FY1314                          STATION RECOVERY (1991)
 FY1314
 FY1314'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1315 ***********************************************************************
 FY1315  DESIGNATION -  ALA 25
 FY1315  PID         -  FY1315
 FY1315  STATE/COUNTY-  NC/ALAMANCE
 FY1315  USGS QUAD   -  OSSIPEE (1970)
 FY1315
 FY1315                         *CURRENT SURVEY CONTROL
 FY1315  ___________________________________________________________________
 FY1315* NAD 83(1986)-  36 11 19.     (N)    079 32 07.     (W)     SCALED    
 FY1315* NAVD 88     -       214.974  (meters)     705.29   (feet)  ADJUSTED  
 FY1315  ___________________________________________________________________
 FY1315  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FY1315  DYNAMIC HT  -         214.802 (meters)     704.73  (feet)  COMP
 FY1315  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 FY1315
 FY1315  VERT ORDER  -  SECOND    CLASS 0
 FY1315
 FY1315.The horizontal coordinates were scaled from a topographic map and have
 FY1315.an estimated accuracy of +/- 6 seconds.
 FY1315
 FY1315.The orthometric height was determined by differential leveling
 FY1315.and adjusted in June 1991.
 FY1315
 FY1315.The geoid height was determined by GEOID03.
 FY1315
 FY1315.The dynamic height is computed by dividing the NAVD 88
 FY1315.geopotential number by the normal gravity value computed on the
 FY1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1315.degrees latitude (g = 980.6199 gals.).
 FY1315
 FY1315.The modeled gravity was interpolated from observed gravity values.
 FY1315
 FY1315;                    North         East    Units  Estimated Accuracy
 FY1315;SPC NC       -   270,660.      561,450.      MT  (+/- 180 meters Scaled)
 FY1315
 FY1315                          SUPERSEDED SURVEY CONTROL
 FY1315
 FY1315  NGVD 29 (??/??/92)  215.225  (m)          706.12   (f) ADJ UNCH    2 0
 FY1315
 FY1315.Superseded values are not recommended for survey control.
 FY1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1315.See file dsdata.txt to determine how the superseded data were derived.
 FY1315
 FY1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA317058(NAD 83)
 FY1315_MARKER: DD = SURVEY DISK
 FY1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1315_STAMPING: ALA 25 1973
 FY1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1315+STABILITY: SURFACE MOTION
 FY1315
 FY1315  HISTORY     - Date     Condition        Report By
 FY1315  HISTORY     - 1973     MONUMENTED       NCGS
 FY1315  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 FY1315
 FY1315                          STATION DESCRIPTION
 FY1315
 FY1315'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1315'1.6 MI W FROM ALTAMAHAW.
 FY1315'TO REACH STATION FROM INTERSECTION OF SR 1560 AND SR 1558 ON
 FY1315'WEST SIDE OF ALTAMAHAW-OSSIPEE SCHOOL, PROCEED NW ALONG SR 1560
 FY1315'FOR 1.4 MILES TO ALAMANCE-GUILFORD COUNTY LINE, AND STATION
 FY1315'IN NE QUADRANT OF INTERSECTION, 33.0 FT NE OF C/L OF SR 1560,
 FY1315'10.0 FT SE OF C/L OF WOODS ROAD, 5.8 FT ENE OF A 4 IN X 4 IN
 FY1315'COUNTY LINE SIGN POST W/ALUMINUM REF. TAG, AND 25.7 FT SSW OF
 FY1315'12 IN HICKORY W/ALUMINUM REF. TAG.  DISK IS SET IN TOP OF A
 FY1315'CONCRETE PRECAST 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY1315
 FY1315                          STATION RECOVERY (1991)
 FY1315
 FY1315'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1352 ***********************************************************************
 EZ1352  DESIGNATION -  ALA 26
 EZ1352  PID         -  EZ1352
 EZ1352  STATE/COUNTY-  NC/ALAMANCE
 EZ1352  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1352
 EZ1352                         *CURRENT SURVEY CONTROL
 EZ1352  ___________________________________________________________________
 EZ1352* NAD 83(1986)-  35 56 22.     (N)    079 19 38.     (W)     SCALED    
 EZ1352* NAVD 88     -       158.113  (meters)     518.74   (feet)  ADJUSTED  
 EZ1352  ___________________________________________________________________
 EZ1352  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ1352  DYNAMIC HT  -         157.982 (meters)     518.31  (feet)  COMP
 EZ1352  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 EZ1352
 EZ1352  VERT ORDER  -  SECOND    CLASS 0
 EZ1352
 EZ1352.The horizontal coordinates were scaled from a topographic map and have
 EZ1352.an estimated accuracy of +/- 6 seconds.
 EZ1352
 EZ1352.The orthometric height was determined by differential leveling
 EZ1352.and adjusted in June 1991.
 EZ1352
 EZ1352.The geoid height was determined by GEOID03.
 EZ1352
 EZ1352.The dynamic height is computed by dividing the NAVD 88
 EZ1352.geopotential number by the normal gravity value computed on the
 EZ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1352.degrees latitude (g = 980.6199 gals.).
 EZ1352
 EZ1352.The modeled gravity was interpolated from observed gravity values.
 EZ1352
 EZ1352;                    North         East    Units  Estimated Accuracy
 EZ1352;SPC NC       -   242,930.      580,080.      MT  (+/- 180 meters Scaled)
 EZ1352
 EZ1352                          SUPERSEDED SURVEY CONTROL
 EZ1352
 EZ1352  NGVD 29 (??/??/92)  158.359  (m)          519.55   (f) ADJ UNCH    2 0
 EZ1352
 EZ1352.Superseded values are not recommended for survey control.
 EZ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1352.See file dsdata.txt to determine how the superseded data were derived.
 EZ1352
 EZ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV508785(NAD 83)
 EZ1352_MARKER: DD = SURVEY DISK
 EZ1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1352_SP_SET: WALKWAY
 EZ1352_STAMPING: ALA 26 1973
 EZ1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1352
 EZ1352  HISTORY     - Date     Condition        Report By
 EZ1352  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1352  HISTORY     - 20050603 GOOD             GEOCAC
 EZ1352  HISTORY     - 20080503 GOOD             GEOCAC
 EZ1352
 EZ1352                          STATION DESCRIPTION
 EZ1352
 EZ1352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1352'IN SAXAPAHAW.
 EZ1352'TO REACH THE STATION FROM THE EAST END OF BRIDGE OVER HAW RIVER
 EZ1352'IN SAXAPAHAW, PROCEED SW ALONG SR 2171 FOR 0.6 MILES TO THE EVERETT
 EZ1352'B. JORDAN SCHOOL AND STATION IN WALKWAY AT REAR OF SCHOOL NEAR
 EZ1352'WEST CORNER OF BUILDING, 1.5 FT S OF W CORNER OF BUILDING, 0.9
 EZ1352'FT SE OF NW EDGE OF CONCRETE WALKWAY, AND 44.2 FT NE OF N CORNER
 EZ1352'OF CONCRETE BLOCK BUILDING.  DISK IS SET FLUSH IN A DRILL HOLE
 EZ1352'IN CONCRETE WALKWAY.
 EZ1352
 EZ1352                          STATION RECOVERY (2005)
 EZ1352
 EZ1352'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1352'RECOVERED IN GOOD CONDITION.
 EZ1352
 EZ1352                          STATION RECOVERY (2008)
 EZ1352
 EZ1352'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EZ1352'VERIFIED EXISTENCE ON THIS DATE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1353 ***********************************************************************
 EZ1353  DESIGNATION -  ALA 27
 EZ1353  PID         -  EZ1353
 EZ1353  STATE/COUNTY-  NC/ALAMANCE
 EZ1353  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1353
 EZ1353                         *CURRENT SURVEY CONTROL
 EZ1353  ___________________________________________________________________
 EZ1353* NAD 83(1986)-  35 56 49.     (N)    079 19 18.     (W)     SCALED    
 EZ1353* NAVD 88     -       133.868  (meters)     439.20   (feet)  ADJUSTED  
 EZ1353  ___________________________________________________________________
 EZ1353  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 EZ1353  DYNAMIC HT  -         133.758 (meters)     438.84  (feet)  COMP
 EZ1353  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 EZ1353
 EZ1353  VERT ORDER  -  SECOND    CLASS 0
 EZ1353
 EZ1353.The horizontal coordinates were scaled from a topographic map and have
 EZ1353.an estimated accuracy of +/- 6 seconds.
 EZ1353
 EZ1353.The orthometric height was determined by differential leveling
 EZ1353.and adjusted in June 1991.
 EZ1353
 EZ1353.The geoid height was determined by GEOID03.
 EZ1353
 EZ1353.The dynamic height is computed by dividing the NAVD 88
 EZ1353.geopotential number by the normal gravity value computed on the
 EZ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1353.degrees latitude (g = 980.6199 gals.).
 EZ1353
 EZ1353.The modeled gravity was interpolated from observed gravity values.
 EZ1353
 EZ1353;                    North         East    Units  Estimated Accuracy
 EZ1353;SPC NC       -   243,760.      580,580.      MT  (+/- 180 meters Scaled)
 EZ1353
 EZ1353                          SUPERSEDED SURVEY CONTROL
 EZ1353
 EZ1353  NGVD 29 (??/??/92)  134.116  (m)          440.01   (f) ADJ UNCH    2 0
 EZ1353
 EZ1353.Superseded values are not recommended for survey control.
 EZ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1353.See file dsdata.txt to determine how the superseded data were derived.
 EZ1353
 EZ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV513793(NAD 83)
 EZ1353_MARKER: DD = SURVEY DISK
 EZ1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1353_SP_SET: BRIDGE ABUTMENT
 EZ1353_STAMPING: ALA 27 1973
 EZ1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1353
 EZ1353  HISTORY     - Date     Condition        Report By
 EZ1353  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1353  HISTORY     - 1985     GOOD             USPSQD
 EZ1353  HISTORY     - 1987     GOOD             USPSQD
 EZ1353  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 EZ1353
 EZ1353                          STATION DESCRIPTION
 EZ1353
 EZ1353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1353'IN SAXAPAHAW.
 EZ1353'STATION IS LOCATED IN THE WEST END OF THE NORTH CONCRETE ABUTMENT
 EZ1353'FOR SR 2171 BRIDGE OVER HAW RIVER, APPROXIMATELY 115 FEET SSW
 EZ1353'OF INTERSECTION OF SR 2171 AND SR 2158, 12.8 FT W OF C/L OF SR
 EZ1353'2171, 0.8 FT E OF W END OF N CONCRETE BRIDGE ABUTMENT, 41.4 FT
 EZ1353'NW OF LAMP POLE W/ALUMINUM REF. TAG, AND 34.8 FT SSE OF TOP OF
 EZ1353'FIRE HYDRANT.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EZ1353'BRIDGE ABUTMENT.
 EZ1353
 EZ1353                          STATION RECOVERY (1985)
 EZ1353
 EZ1353'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1353'RECOVERED IN GOOD CONDITION.
 EZ1353
 EZ1353                          STATION RECOVERY (1987)
 EZ1353
 EZ1353'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ1353'RECOVERED IN GOOD CONDITION.
 EZ1353
 EZ1353                          STATION RECOVERY (2006)
 EZ1353
 EZ1353'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1353'SEARCHED ON WEST SIDE OF NORTHERN BRIDGE ABUTMENT. MARK NOT FOUND.
 EZ1353' 
 EZ1353' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1355 ***********************************************************************
 EZ1355  DESIGNATION -  ALA 28
 EZ1355  PID         -  EZ1355
 EZ1355  STATE/COUNTY-  NC/ALAMANCE
 EZ1355  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1355
 EZ1355                         *CURRENT SURVEY CONTROL
 EZ1355  ___________________________________________________________________
 EZ1355* NAD 83(1986)-  35 57 47.     (N)    079 19 20.     (W)     SCALED    
 EZ1355* NAVD 88     -       179.976  (meters)     590.47   (feet)  ADJUSTED  
 EZ1355  ___________________________________________________________________
 EZ1355  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EZ1355  DYNAMIC HT  -         179.828 (meters)     589.99  (feet)  COMP
 EZ1355  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 EZ1355
 EZ1355  VERT ORDER  -  SECOND    CLASS 0
 EZ1355
 EZ1355.The horizontal coordinates were scaled from a topographic map and have
 EZ1355.an estimated accuracy of +/- 6 seconds.
 EZ1355
 EZ1355.The orthometric height was determined by differential leveling
 EZ1355.and adjusted in June 1991.
 EZ1355
 EZ1355.The geoid height was determined by GEOID03.
 EZ1355
 EZ1355.The dynamic height is computed by dividing the NAVD 88
 EZ1355.geopotential number by the normal gravity value computed on the
 EZ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1355.degrees latitude (g = 980.6199 gals.).
 EZ1355
 EZ1355.The modeled gravity was interpolated from observed gravity values.
 EZ1355
 EZ1355;                    North         East    Units  Estimated Accuracy
 EZ1355;SPC NC       -   245,550.      580,540.      MT  (+/- 180 meters Scaled)
 EZ1355
 EZ1355                          SUPERSEDED SURVEY CONTROL
 EZ1355
 EZ1355  NGVD 29 (??/??/92)  180.224  (m)          591.28   (f) ADJ UNCH    2 0
 EZ1355
 EZ1355.Superseded values are not recommended for survey control.
 EZ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1355.See file dsdata.txt to determine how the superseded data were derived.
 EZ1355
 EZ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV512811(NAD 83)
 EZ1355_MARKER: DD = SURVEY DISK
 EZ1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1355_SP_SET: FOOTING SIGN
 EZ1355_STAMPING: ALA 28 1973
 EZ1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1355
 EZ1355  HISTORY     - Date     Condition        Report By
 EZ1355  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1355
 EZ1355                          STATION DESCRIPTION
 EZ1355
 EZ1355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1355'1 MI N FROM SAXAPAHAW.
 EZ1355'TO REACH STATION FROM INTERSECTION OF SR 2158 AND SR 2171 AT
 EZ1355'NORTH END OF BRIDGE OVER HAW RIVER IN SAXAPAHAW, PROCEED NORTH
 EZ1355'ALONG SR 2158 FOR 1.25 MILES TO PARIS SERVICE CENTER ON LEFT AND
 EZ1355'STATION IN SE CORNER OF CONCRETE FOUNDATION FOR A GULF SIGN,
 EZ1355'ABOUT 0.1 MILES NORTH OF PARRISH CAPEL UNITED CHURCH OF CHRIST,
 EZ1355'38.8 FT WNW OF C/L OF SR 2158, 37.1 FT SSE OF NE CORNER OF STORE
 EZ1355'BUILDING, AND 135.2 FT SW OF PP W/ALUMINUM REF. TAG.  DISK IS
 EZ1355'SET FLUSH IN DRILL HOLE IN CONCRETE FOOTING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1356 ***********************************************************************
 EZ1356  DESIGNATION -  ALA 29
 EZ1356  PID         -  EZ1356
 EZ1356  STATE/COUNTY-  NC/ALAMANCE
 EZ1356  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1356
 EZ1356                         *CURRENT SURVEY CONTROL
 EZ1356  ___________________________________________________________________
 EZ1356* NAD 83(1986)-  35 58 21.     (N)    079 19 23.     (W)     SCALED    
 EZ1356* NAVD 88     -       184.045  (meters)     603.82   (feet)  ADJUSTED  
 EZ1356  ___________________________________________________________________
 EZ1356  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EZ1356  DYNAMIC HT  -         183.895 (meters)     603.33  (feet)  COMP
 EZ1356  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 EZ1356
 EZ1356  VERT ORDER  -  SECOND    CLASS 0
 EZ1356
 EZ1356.The horizontal coordinates were scaled from a topographic map and have
 EZ1356.an estimated accuracy of +/- 6 seconds.
 EZ1356
 EZ1356.The orthometric height was determined by differential leveling
 EZ1356.and adjusted in June 1991.
 EZ1356
 EZ1356.The geoid height was determined by GEOID03.
 EZ1356
 EZ1356.The dynamic height is computed by dividing the NAVD 88
 EZ1356.geopotential number by the normal gravity value computed on the
 EZ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1356.degrees latitude (g = 980.6199 gals.).
 EZ1356
 EZ1356.The modeled gravity was interpolated from observed gravity values.
 EZ1356
 EZ1356;                    North         East    Units  Estimated Accuracy
 EZ1356;SPC NC       -   246,600.      580,470.      MT  (+/- 180 meters Scaled)
 EZ1356
 EZ1356                          SUPERSEDED SURVEY CONTROL
 EZ1356
 EZ1356  NGVD 29 (??/??/92)  184.294  (m)          604.64   (f) ADJ UNCH    2 0
 EZ1356
 EZ1356.Superseded values are not recommended for survey control.
 EZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1356.See file dsdata.txt to determine how the superseded data were derived.
 EZ1356
 EZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV511821(NAD 83)
 EZ1356_MARKER: DD = SURVEY DISK
 EZ1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1356_STAMPING: ALA 29 1973
 EZ1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1356+STABILITY: SURFACE MOTION
 EZ1356
 EZ1356  HISTORY     - Date     Condition        Report By
 EZ1356  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1356
 EZ1356                          STATION DESCRIPTION
 EZ1356
 EZ1356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1356'1.7 MI N FROM SAXAPAHAW.
 EZ1356'TO REACH STATION FROM INTERSECTION OF SR 2158 AND SR 2171 AT NORTH
 EZ1356'END OF BRIDGE OVER HAW RIVER IN SAXAPAHAW, PROCEED NORTH ALONG
 EZ1356'SR 2158 FOR 1.9 MILES TO SR 2150 AND STATION IN SW QUADRANT OF
 EZ1356'INTERSECTION, 4.3 MILES SE OF P.O. IN SWEPSONVILLE, 47.7 FT W
 EZ1356'OF C/L OF SR 2158, 67.0 FT S OF C/L OF SR 2150, 2.7 FT ENE OF PP,
 EZ1356'AND 24.3 FT NNE OF 6 IN PINE W/ALUMINUM REF. TAG.  DISK IS SET
 EZ1356'IN TOP OF A CONCRETE PRECAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1282 ***********************************************************************
 FY1282  DESIGNATION -  ALA 3
 FY1282  PID         -  FY1282
 FY1282  STATE/COUNTY-  NC/ALAMANCE
 FY1282  USGS QUAD   -  GIBSONVILLE (1994)
 FY1282
 FY1282                         *CURRENT SURVEY CONTROL
 FY1282  ___________________________________________________________________
 FY1282* NAD 83(1986)-  36 01 47.     (N)    079 32 04.     (W)     SCALED    
 FY1282* NAVD 88     -       192.658  (meters)     632.08   (feet)  ADJUSTED  
 FY1282  ___________________________________________________________________
 FY1282  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FY1282  DYNAMIC HT  -         192.504 (meters)     631.57  (feet)  COMP
 FY1282  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 FY1282
 FY1282  VERT ORDER  -  SECOND    CLASS 0
 FY1282
 FY1282.The horizontal coordinates were scaled from a topographic map and have
 FY1282.an estimated accuracy of +/- 6 seconds.
 FY1282
 FY1282.The orthometric height was determined by differential leveling
 FY1282.and adjusted in June 1991.
 FY1282
 FY1282.The geoid height was determined by GEOID03.
 FY1282
 FY1282.The dynamic height is computed by dividing the NAVD 88
 FY1282.geopotential number by the normal gravity value computed on the
 FY1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1282.degrees latitude (g = 980.6199 gals.).
 FY1282
 FY1282.The modeled gravity was interpolated from observed gravity values.
 FY1282
 FY1282;                    North         East    Units  Estimated Accuracy
 FY1282;SPC NC       -   253,030.      561,430.      MT  (+/- 180 meters Scaled)
 FY1282
 FY1282                          SUPERSEDED SURVEY CONTROL
 FY1282
 FY1282  NGVD 29 (??/??/92)  192.914  (m)          632.92   (f) ADJ UNCH    2 0
 FY1282
 FY1282.Superseded values are not recommended for survey control.
 FY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1282.See file dsdata.txt to determine how the superseded data were derived.
 FY1282
 FY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV320882(NAD 83)
 FY1282_MARKER: DB = BENCH MARK DISK
 FY1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1282_STAMPING: ALA-3 1971
 FY1282_MARK LOGO: NCGS  
 FY1282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1282+STABILITY: SURFACE MOTION
 FY1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1282+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 FY1282
 FY1282  HISTORY     - Date     Condition        Report By
 FY1282  HISTORY     - 1971     MONUMENTED       NCGS
 FY1282  HISTORY     - 19910426 GOOD             USPSQD
 FY1282  HISTORY     - 20020807 GOOD             NCGS
 FY1282  HISTORY     - 20060816 GOOD             GEOCAC
 FY1282
 FY1282                          STATION DESCRIPTION
 FY1282
 FY1282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1282'3 MI W FROM ALAMANCE.
 FY1282'STATION IS 0.25 MILE E OF INTERSECTION OF SR 1149 AND SR 1145
 FY1282'ON S SIDE OF SR 1145, IN NE CORNER OF YARD WITH TWO GRAVEL
 FY1282'DRIVES, AND 3.0 MILES W OF INTERSECTION OF NC 62 AND SR 1145,
 FY1282'54.8 FT S OF C/L OF SR 1145, 1.7 FT NW OF PP WITH ALUM. REF.
 FY1282'TAG, 91.0 FT NE OF NE CORNER OF BRICK HOUSE, 35.5 FT S OF W END
 FY1282'OF CULVERT UNDER DRIVE, AND 9.0 FT E OF C/L OF E DRIVEWAY.
 FY1282'STATION IS FLUSH WITH GROUND.
 FY1282
 FY1282                          STATION RECOVERY (1991)
 FY1282
 FY1282'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1282'RECOVERED IN GOOD CONDITION.
 FY1282
 FY1282                          STATION RECOVERY (2002)
 FY1282
 FY1282'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1282'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. IGNORE
 FY1282'REFERENCE TO INTERSECTION OF NC 62 AND SR 1145, SR 1145 (POND ROAD) IS
 FY1282'NOW DEAD END. MARK IS ABOUT 2-FEET LOWER THAN SR 1145 AND BRICK HOUSE
 FY1282'IS NUMBER 4432.
 FY1282
 FY1282                          STATION RECOVERY (2006)
 FY1282
 FY1282'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1282'DUE TO CONSTRUCTION OF LAKE MACKINTOSH, THE ONLY APPROACH IS FROM THE
 FY1282'WEST END OF POND ROAD. FROM I-85, FOLLOW HUFFMAN MILL ROAD (SR1149)
 FY1282'SOUTHWARD 3.4 MILES TO THE GUILFORD-ALAMANCE COUNTY LINE. TURN EAST
 FY1282'ONTO POND ROAD (SR1145) AND PROCEED 0.3 MILE TO STATION ON RIGHT, AT
 FY1282'HOUSE NUMBER 4432. HH2 GPS
 FY1282'N36 01 45.9 W079 31 57.9.
 FY1282' 
 FY1282' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1358 ***********************************************************************
 EZ1358  DESIGNATION -  ALA 30
 EZ1358  PID         -  EZ1358
 EZ1358  STATE/COUNTY-  NC/ALAMANCE
 EZ1358  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1358
 EZ1358                         *CURRENT SURVEY CONTROL
 EZ1358  ___________________________________________________________________
 EZ1358* NAD 83(1986)-  35 59 23.     (N)    079 19 49.     (W)     SCALED    
 EZ1358* NAVD 88     -       180.947  (meters)     593.66   (feet)  ADJUSTED  
 EZ1358  ___________________________________________________________________
 EZ1358  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EZ1358  DYNAMIC HT  -         180.800 (meters)     593.17  (feet)  COMP
 EZ1358  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 EZ1358
 EZ1358  VERT ORDER  -  SECOND    CLASS 0
 EZ1358
 EZ1358.The horizontal coordinates were scaled from a topographic map and have
 EZ1358.an estimated accuracy of +/- 6 seconds.
 EZ1358
 EZ1358.The orthometric height was determined by differential leveling
 EZ1358.and adjusted in June 1991.
 EZ1358
 EZ1358.The geoid height was determined by GEOID03.
 EZ1358
 EZ1358.The dynamic height is computed by dividing the NAVD 88
 EZ1358.geopotential number by the normal gravity value computed on the
 EZ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1358.degrees latitude (g = 980.6199 gals.).
 EZ1358
 EZ1358.The modeled gravity was interpolated from observed gravity values.
 EZ1358
 EZ1358;                    North         East    Units  Estimated Accuracy
 EZ1358;SPC NC       -   248,510.      579,820.      MT  (+/- 180 meters Scaled)
 EZ1358
 EZ1358                          SUPERSEDED SURVEY CONTROL
 EZ1358
 EZ1358  NGVD 29 (??/??/92)  181.197  (m)          594.48   (f) ADJ UNCH    2 0
 EZ1358
 EZ1358.Superseded values are not recommended for survey control.
 EZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1358.See file dsdata.txt to determine how the superseded data were derived.
 EZ1358
 EZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV505840(NAD 83)
 EZ1358_MARKER: DD = SURVEY DISK
 EZ1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1358_STAMPING: ALA 30 1973
 EZ1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1358+STABILITY: SURFACE MOTION
 EZ1358
 EZ1358  HISTORY     - Date     Condition        Report By
 EZ1358  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1358  HISTORY     - 1985     GOOD             USPSQD
 EZ1358  HISTORY     - 1985     GOOD             USPSQD
 EZ1358
 EZ1358                          STATION DESCRIPTION
 EZ1358
 EZ1358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1358'2.8 MI SE FROM SWEPSONVILLE.
 EZ1358'TO REACH STATION FROM INTERSECTION OF SR 2158 AND SR 2159 AT
 EZ1358'P.O. IN SWEPSONVILLE, PROCEED SE ALONG SR 2158 FOR 4.1 MILES TO
 EZ1358'SR 2166 EAST AND A PRIVATE ROAD WEST AND STATION IN SW QUADRANT
 EZ1358'OF INTERSECTION, 3.2 MILES NORTH OF BRIDGE OVER HAW RIVER AT
 EZ1358'SAXAPAHAW, 34.4 FT W OF C/L OF SR 2158, 15.6 FT S OF C/L PRIVATE
 EZ1358'GRAVEL ROAD WEST, 2.7 FT S OF PP W/ALUMINUM REF. TAG, AND 5.6
 EZ1358'FT NW OF TELEPHONE PEDESTAL.  DISK IS SET IN TOP OF A CONCRETE
 EZ1358'PRECAST, PROJECTING 3 INCHES ABOVE SURFACE OF GROUND.
 EZ1358
 EZ1358                          STATION RECOVERY (1985)
 EZ1358
 EZ1358'RECOVERY NOTE BY US POWER SQUADRON 1985 (PS)
 EZ1358'RECOVERED IN GOOD CONDITION.
 EZ1358
 EZ1358                          STATION RECOVERY (1985)
 EZ1358
 EZ1358'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1014 ***********************************************************************
 FY1014  DESIGNATION -  ALA 31
 FY1014  PID         -  FY1014
 FY1014  STATE/COUNTY-  NC/ALAMANCE
 FY1014  USGS QUAD   -  MEBANE (1994)
 FY1014
 FY1014                         *CURRENT SURVEY CONTROL
 FY1014  ___________________________________________________________________
 FY1014* NAD 83(1986)-  36 00 55.     (N)    079 20 59.     (W)     SCALED    
 FY1014* NAVD 88     -       185.203  (meters)     607.62   (feet)  ADJUSTED  
 FY1014  ___________________________________________________________________
 FY1014  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FY1014  DYNAMIC HT  -         185.054 (meters)     607.13  (feet)  COMP
 FY1014  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 FY1014
 FY1014  VERT ORDER  -  SECOND    CLASS 0
 FY1014
 FY1014.The horizontal coordinates were scaled from a topographic map and have
 FY1014.an estimated accuracy of +/- 6 seconds.
 FY1014
 FY1014.The orthometric height was determined by differential leveling
 FY1014.and adjusted in June 1991.
 FY1014
 FY1014.The geoid height was determined by GEOID03.
 FY1014
 FY1014.The dynamic height is computed by dividing the NAVD 88
 FY1014.geopotential number by the normal gravity value computed on the
 FY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1014.degrees latitude (g = 980.6199 gals.).
 FY1014
 FY1014.The modeled gravity was interpolated from observed gravity values.
 FY1014
 FY1014;                    North         East    Units  Estimated Accuracy
 FY1014;SPC NC       -   251,350.      578,080.      MT  (+/- 180 meters Scaled)
 FY1014
 FY1014                          SUPERSEDED SURVEY CONTROL
 FY1014
 FY1014  NGVD 29 (??/??/92)  185.454  (m)          608.44   (f) ADJ UNCH    2 0
 FY1014
 FY1014.Superseded values are not recommended for survey control.
 FY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1014.See file dsdata.txt to determine how the superseded data were derived.
 FY1014
 FY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV487869(NAD 83)
 FY1014_MARKER: DB = BENCH MARK DISK
 FY1014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1014_SP_SET: CONCRETE PUMP ISLAND
 FY1014_STAMPING: ALA-31 1973
 FY1014_MARK LOGO: NCGS  
 FY1014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1014+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 FY1014
 FY1014  HISTORY     - Date     Condition        Report By
 FY1014  HISTORY     - 1973     MONUMENTED       NCGS
 FY1014  HISTORY     - 20020627 GOOD             NCGS
 FY1014  HISTORY     - 20041029 GOOD             USPSQD
 FY1014  HISTORY     - 20051114 GOOD             USPSQD
 FY1014
 FY1014                          STATION DESCRIPTION
 FY1014
 FY1014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1014'0.8 MI SE FROM SWEPSONVILLE.
 FY1014'TO REACH STATION FROM INTERSECTION OF SR 2158 AND SR 2159 AT P.O.
 FY1014'IN SWEPSONVILLE, PROCEED SE ALONG SR 2158 FOR 0.8 MILES TO
 FY1014'INTERSECTION WITH SR 2164, TURN LEFT AND CONTINUE NE ALONG
 FY1014'SR 2164 FOR 0.1 MILES TO COLES QUICK MART ON LEFT AND STATION
 FY1014'IN NORTH CORNER OF CONCRETE FOUNDATION OF CITGO GAS PUMPS, 46.2 FT NW
 FY1014'OF C/L OF SR 2164, 9.3 FT SSE OF EAST CORNER OF COLES QUICK MART,
 FY1014'AND 72.3 FT NE OF TP W/ALUMINUM REF. TAG.  DISK IS SET FLUSH IN
 FY1014'A DRILL HOLE IN A CONCRETE GAS PUMP FOUNDATION.
 FY1014
 FY1014                          STATION RECOVERY (2002)
 FY1014
 FY1014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1014'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT
 FY1014'LEVEL WITH SR 2164. THE GAS PUMPS ARE GONE AND THE STORE IS CLOSED.
 FY1014
 FY1014                          STATION RECOVERY (2004)
 FY1014
 FY1014'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1014'RECOVERED IN GOOD CONDITION.
 FY1014
 FY1014                          STATION RECOVERY (2005)
 FY1014
 FY1014'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1015 ***********************************************************************
 FY1015  DESIGNATION -  ALA 32
 FY1015  PID         -  FY1015
 FY1015  STATE/COUNTY-  NC/ALAMANCE
 FY1015  USGS QUAD   -  MEBANE (1994)
 FY1015
 FY1015                         *CURRENT SURVEY CONTROL
 FY1015  ___________________________________________________________________
 FY1015* NAD 83(1986)-  36 01 11.     (N)    079 21 32.     (W)     SCALED    
 FY1015* NAVD 88     -       149.237  (meters)     489.62   (feet)  ADJUSTED  
 FY1015  ___________________________________________________________________
 FY1015  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FY1015  DYNAMIC HT  -         149.117 (meters)     489.23  (feet)  COMP
 FY1015  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 FY1015
 FY1015  VERT ORDER  -  SECOND    CLASS 0
 FY1015
 FY1015.The horizontal coordinates were scaled from a topographic map and have
 FY1015.an estimated accuracy of +/- 6 seconds.
 FY1015
 FY1015.The orthometric height was determined by differential leveling
 FY1015.and adjusted in June 1991.
 FY1015
 FY1015.The geoid height was determined by GEOID03.
 FY1015
 FY1015.The dynamic height is computed by dividing the NAVD 88
 FY1015.geopotential number by the normal gravity value computed on the
 FY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1015.degrees latitude (g = 980.6199 gals.).
 FY1015
 FY1015.The modeled gravity was interpolated from observed gravity values.
 FY1015
 FY1015;                    North         East    Units  Estimated Accuracy
 FY1015;SPC NC       -   251,850.      577,250.      MT  (+/- 180 meters Scaled)
 FY1015
 FY1015                          SUPERSEDED SURVEY CONTROL
 FY1015
 FY1015  NGVD 29 (??/??/92)  149.490  (m)          490.45   (f) ADJ UNCH    2 0
 FY1015
 FY1015.Superseded values are not recommended for survey control.
 FY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1015.See file dsdata.txt to determine how the superseded data were derived.
 FY1015
 FY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV478873(NAD 83)
 FY1015_MARKER: DD = SURVEY DISK
 FY1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY1015_SP_SET: GAS PUMP ISLAND
 FY1015_STAMPING: ALA 32 1973
 FY1015_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1015
 FY1015  HISTORY     - Date     Condition        Report By
 FY1015  HISTORY     - 1973     MONUMENTED       NCGS
 FY1015  HISTORY     - 20020627 SEE DESCRIPTION  NCGS
 FY1015  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 FY1015
 FY1015                          STATION DESCRIPTION
 FY1015
 FY1015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1015'IN SWEPSONVILLE.
 FY1015'TO REACH STATION FROM INTERSECTION OF SR 2158 AND SR 2159 AT P.O.
 FY1015'IN SWEPSONVILLE, PROCEED SE ALONG SR 2158 FOR 0.15 MILES TO
 FY1015'SR 2162 AND STATION IN EAST QUADRANT OF INTERSECTION IN NW CORNER
 FY1015'OF CONCRETE FOUNDATION OF AMERICAN GAS PUMPS, 54.2 FT NE OF C/L
 FY1015'OF SR 2158, 47.0 FT SE OF C/L OF SR 2162, AND 5.0 FT WEST
 FY1015'OF WEST MOST CORNER OF FRONT STREET GROCERY.  DISK IS SET FLUSH
 FY1015'IN A DRILL HOLE IN A CONCRETE GAS PUMP FOUNDATION.
 FY1015
 FY1015                          STATION RECOVERY (2002)
 FY1015
 FY1015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1015'DESTROYED, GAS PUMPS AND GROCERY ARE GONE. SITE NOW HAS METAL BUILDING
 FY1015'AND GRAVEL PARKING AREA. DISK NOT FOUND.
 FY1015
 FY1015                          STATION RECOVERY (2004)
 FY1015
 FY1015'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1015'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY1015'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1017 ***********************************************************************
 FY1017  DESIGNATION -  ALA 33
 FY1017  PID         -  FY1017
 FY1017  STATE/COUNTY-  NC/ALAMANCE
 FY1017  USGS QUAD   -  MEBANE (1994)
 FY1017
 FY1017                         *CURRENT SURVEY CONTROL
 FY1017  ___________________________________________________________________
 FY1017* NAD 83(2007)-  36 02 14.20349(N)    079 22 25.20928(W)     ADJUSTED  
 FY1017* NAVD 88     -       170.276  (meters)     558.65   (feet)  ADJUSTED  
 FY1017  ___________________________________________________________________
 FY1017  EPOCH DATE  -        2002.00
 FY1017  X           -     952,198.259 (meters)                     COMP
 FY1017  Y           -  -5,075,126.185 (meters)                     COMP
 FY1017  Z           -   3,731,619.731 (meters)                     COMP
 FY1017  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FY1017  ELLIP HEIGHT-         140.076 (meters)          (02/10/07) ADJUSTED
 FY1017  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FY1017  DYNAMIC HT  -         170.140 (meters)     558.20  (feet)  COMP
 FY1017
 FY1017  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY1017  Type    PID    Designation                      North   East  Ellip
 FY1017  -------------------------------------------------------------------
 FY1017  NETWORK FY1017 ALA 33                            0.84   0.74   1.39
 FY1017  -------------------------------------------------------------------
 FY1017  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 FY1017
 FY1017  VERT ORDER  -  SECOND    CLASS 0
 FY1017
 FY1017.The horizontal coordinates were established by GPS observations
 FY1017.and adjusted by the National Geodetic Survey in February 2007.
 FY1017
 FY1017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY1017.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY1017.The horizontal coordinates are valid at the epoch date displayed above.
 FY1017.The epoch date for horizontal control is a decimal equivalence
 FY1017.of Year/Month/Day.
 FY1017
 FY1017.The orthometric height was determined by differential leveling
 FY1017.and adjusted in June 1991.
 FY1017
 FY1017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY1017
 FY1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1017
 FY1017.The ellipsoidal height was determined by GPS observations
 FY1017.and is referenced to NAD 83.
 FY1017
 FY1017.The geoid height was determined by GEOID03.
 FY1017
 FY1017.The dynamic height is computed by dividing the NAVD 88
 FY1017.geopotential number by the normal gravity value computed on the
 FY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1017.degrees latitude (g = 980.6199 gals.).
 FY1017
 FY1017.The modeled gravity was interpolated from observed gravity values.
 FY1017
 FY1017;                    North         East     Units Scale Factor Converg.
 FY1017;SPC NC       -   253,800.360   575,926.896   MT  0.99996646   -0 12 56.4
 FY1017;SPC NC       -   832,676.68  1,889,520.16   sFT  0.99996646   -0 12 56.4
 FY1017;UTM  17      - 3,989,306.746   646,514.418   MT  0.99986451   +0 57 25.1
 FY1017
 FY1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1017!SPC NC       -   0.99997802  x   0.99996646  =   0.99994448
 FY1017!UTM  17      -   0.99997802  x   0.99986451  =   0.99984253
 FY1017
 FY1017                          SUPERSEDED SURVEY CONTROL
 FY1017
 FY1017  NAD 83(1986)-  36 02 14.20683(N)    079 22 25.21620(W) AD(       ) 1
 FY1017  NAD 83(2001)-  36 02 14.20373(N)    079 22 25.20928(W) AD(       ) 1
 FY1017  ELLIP H (09/23/04)  140.069  (m)                       GP(       ) 4 2
 FY1017  NAVD 88 (09/23/04)  170.28   (m)          558.7    (f) LEVELING    3  
 FY1017  NGVD 29 (??/??/92)  170.530  (m)          559.48   (f) ADJ UNCH    2 0
 FY1017
 FY1017.Superseded values are not recommended for survey control.
 FY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1017.See file dsdata.txt to determine how the superseded data were derived.
 FY1017
 FY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4651489307(NAD 83)
 FY1017_MARKER: DB = BENCH MARK DISK
 FY1017_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1017_STAMPING: ALA-33 1973
 FY1017_MARK LOGO: NCGS  
 FY1017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1017+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 FY1017
 FY1017  HISTORY     - Date     Condition        Report By
 FY1017  HISTORY     - 1973     MONUMENTED       NCGS
 FY1017  HISTORY     - 1985     GOOD             USPSQD
 FY1017  HISTORY     - 20020701 GOOD             NCGS
 FY1017  HISTORY     - 20041029 GOOD             USPSQD
 FY1017  HISTORY     - 20051114 GOOD             USPSQD
 FY1017
 FY1017                          STATION DESCRIPTION
 FY1017
 FY1017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1017'1.3 MI NNW FROM SWEPSONVILLE.
 FY1017'TO REACH STATION FROM THE BRIDGE OVER HAW RIVER 0.5 MILES
 FY1017'NORTH OF P.O. IN SWEPSONVILLE, PROCEED WEST ALONG SR 2158 AND
 FY1017'SR 2116 FOR 0.45 MILES TO INTERSECTION WITH SR 2100, TURN
 FY1017'RIGHT AND CONTINUE NORTH ALONG SR 2100 FOR 0.7 MILES TO SR 2208
 FY1017'(EAST) AND STATION IN SE QUADRANT OF INTERSECTION, AND NEAR NW
 FY1017'EDGE OF A POND IN COOPER ESTATES SUBDIVISION, 35.9 FT ESE OF
 FY1017'C/L OF SR 2100, 26.4 FT SSW OF C/L OF SR 2208, 2.0 FT SW OF A
 FY1017'GUY POLE, 9.3 FT ENE OF AN END FENCE POST W/ALUMINUM REF. TAG,
 FY1017'AND 2.7 FT SSW OF TELEPHONE PEDESTAL.  DISK IS SET IN TOP OF
 FY1017'A CONCRETE PRECAST, PROJECTING 1 INCH ABOVE SURFACE OF THE GROUND.
 FY1017
 FY1017                          STATION RECOVERY (1985)
 FY1017
 FY1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1017'RECOVERED IN GOOD CONDITION.
 FY1017
 FY1017                          STATION RECOVERY (2002)
 FY1017
 FY1017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1017'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS ABOUT
 FY1017'LEVEL WITH SR 2100 (COOPER ROAD), SR 2208 IS SAM LEE ROAD, GUY POLE
 FY1017'HAS A REFERENCE TAG AND END FENCE POST IS GONE.
 FY1017
 FY1017                          STATION RECOVERY (2004)
 FY1017
 FY1017'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1017'RECOVERED IN GOOD CONDITION.
 FY1017
 FY1017                          STATION RECOVERY (2005)
 FY1017
 FY1017'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1018 ***********************************************************************
 FY1018  DESIGNATION -  ALA 34
 FY1018  PID         -  FY1018
 FY1018  STATE/COUNTY-  NC/ALAMANCE
 FY1018  USGS QUAD   -  MEBANE (1994)
 FY1018
 FY1018                         *CURRENT SURVEY CONTROL
 FY1018  ___________________________________________________________________
 FY1018* NAD 83(2001)-  36 02 54.72806(N)    079 22 01.52822(W)     ADJUSTED  
 FY1018* NAVD 88     -       150.626  (meters)     494.18   (feet)  ADJUSTED  
 FY1018  ___________________________________________________________________
 FY1018  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 FY1018  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FY1018  DYNAMIC HT  -         150.507 (meters)     493.79  (feet)  COMP
 FY1018  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 FY1018
 FY1018  HORZ ORDER  -  THIRD
 FY1018  VERT ORDER  -  SECOND    CLASS 0
 FY1018
 FY1018.The horizontal coordinates were established by classical geodetic methods
 FY1018.and adjusted by the National Geodetic Survey in August 2005.
 FY1018
 FY1018.The orthometric height was determined by differential leveling
 FY1018.and adjusted in June 1991.
 FY1018
 FY1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1018
 FY1018.The geoid height was determined by GEOID03.
 FY1018
 FY1018.The dynamic height is computed by dividing the NAVD 88
 FY1018.geopotential number by the normal gravity value computed on the
 FY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1018.degrees latitude (g = 980.6199 gals.).
 FY1018
 FY1018.The modeled gravity was interpolated from observed gravity values.
 FY1018
 FY1018;                    North         East     Units Scale Factor Converg.
 FY1018;SPC NC       -   255,047.155   576,524.314   MT  0.99996917   -0 12 42.7
 FY1018;SPC NC       -   836,767.21  1,891,480.19   sFT  0.99996917   -0 12 42.7
 FY1018;UTM  17      - 3,990,565.379   647,086.134   MT  0.99986657   +0 57 39.9
 FY1018
 FY1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1018!SPC NC       -   0.99998110  x   0.99996917  =   0.99995027
 FY1018!UTM  17      -   0.99998110  x   0.99986657  =   0.99984767
 FY1018
 FY1018                          SUPERSEDED SURVEY CONTROL
 FY1018
 FY1018  NAD 83(1993)-  36 02 54.73115(N)    079 22 01.53877(W) AD(       ) 4
 FY1018  NAD 83(1986)-  36 02 54.72821(N)    079 22 01.53705(W) AD(       ) 4
 FY1018  NGVD 29 (??/??/92)  150.882  (m)          495.02   (f) ADJ UNCH    2 0
 FY1018
 FY1018.Superseded values are not recommended for survey control.
 FY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1018.See file dsdata.txt to determine how the superseded data were derived.
 FY1018
 FY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4708690565(NAD 83)
 FY1018_MARKER: DD = SURVEY DISK
 FY1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1018_SP_SET: WINGWALL
 FY1018_STAMPING: ALA 34 1973
 FY1018_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1018
 FY1018  HISTORY     - Date     Condition        Report By
 FY1018  HISTORY     - 1973     MONUMENTED       NCGS
 FY1018  HISTORY     - 1985     GOOD             USPSQD
 FY1018  HISTORY     - 1986     GOOD             USPSQD
 FY1018  HISTORY     - 19910527 GOOD             USPSQD
 FY1018  HISTORY     - 20020701 SEE DESCRIPTION  NCGS
 FY1018  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 FY1018
 FY1018                          STATION DESCRIPTION
 FY1018
 FY1018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1018'1.9 MI N FROM SWEPSONVILLE.
 FY1018'STATION IS LOCATED IN THE SW END OF THE NW CONCRETE ABUTMENT OF
 FY1018'U.S. 54 BRIDGE OVER HAW RIVER, 1.4 MILES SE OF INTERSECTION OF
 FY1018'U.S. 54 WITH I-85, 24.3 WSW OF C/L OF U.S. 54, 0.9 FT WSW OF
 FY1018'BRIDGE RAIL, 4.4 FT SSE OF NW END OF SW BASE OF BRIDGE RAIL.
 FY1018'DISK IS SET FLUSH IN A DRILL HOLE IN A CONCRETE WINGWALL.
 FY1018
 FY1018                          STATION RECOVERY (1985)
 FY1018
 FY1018'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1018'RECOVERED IN GOOD CONDITION.
 FY1018
 FY1018                          STATION RECOVERY (1986)
 FY1018
 FY1018'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FY1018'RECOVERED IN GOOD CONDITION.
 FY1018
 FY1018                          STATION RECOVERY (1991)
 FY1018
 FY1018'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1018'RECOVERED IN GOOD CONDITION.
 FY1018
 FY1018                          STATION RECOVERY (2002)
 FY1018
 FY1018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1018'DESTROYED, BRIDGE/ABUTMENTS HAVE BEEN REPLACED. DISK NOT FOUND.
 FY1018
 FY1018                          STATION RECOVERY (2004)
 FY1018
 FY1018'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1018'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY1018'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1019 ***********************************************************************
 FY1019  DESIGNATION -  ALA 35
 FY1019  PID         -  FY1019
 FY1019  STATE/COUNTY-  NC/ALAMANCE
 FY1019  USGS QUAD   -  MEBANE (1994)
 FY1019
 FY1019                         *CURRENT SURVEY CONTROL
 FY1019  ___________________________________________________________________
 FY1019* NAD 83(1986)-  36 03 13.     (N)    079 21 33.     (W)     SCALED    
 FY1019* NAVD 88     -       174.158  (meters)     571.38   (feet)  ADJUSTED  
 FY1019  ___________________________________________________________________
 FY1019  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FY1019  DYNAMIC HT  -         174.020 (meters)     570.93  (feet)  COMP
 FY1019  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 FY1019
 FY1019  VERT ORDER  -  SECOND    CLASS 0
 FY1019
 FY1019.The horizontal coordinates were scaled from a topographic map and have
 FY1019.an estimated accuracy of +/- 6 seconds.
 FY1019
 FY1019.The orthometric height was determined by differential leveling
 FY1019.and adjusted in June 1991.
 FY1019
 FY1019.The geoid height was determined by GEOID03.
 FY1019
 FY1019.The dynamic height is computed by dividing the NAVD 88
 FY1019.geopotential number by the normal gravity value computed on the
 FY1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1019.degrees latitude (g = 980.6199 gals.).
 FY1019
 FY1019.The modeled gravity was interpolated from observed gravity values.
 FY1019
 FY1019;                    North         East    Units  Estimated Accuracy
 FY1019;SPC NC       -   255,610.      577,240.      MT  (+/- 180 meters Scaled)
 FY1019
 FY1019                          SUPERSEDED SURVEY CONTROL
 FY1019
 FY1019  NGVD 29 (??/??/92)  174.413  (m)          572.22   (f) ADJ UNCH    2 0
 FY1019
 FY1019.Superseded values are not recommended for survey control.
 FY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1019.See file dsdata.txt to determine how the superseded data were derived.
 FY1019
 FY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV477911(NAD 83)
 FY1019_MARKER: DB = BENCH MARK DISK
 FY1019_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1019_STAMPING: ALA-35 1973
 FY1019_MARK LOGO: NCGS  
 FY1019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FY1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1019
 FY1019  HISTORY     - Date     Condition        Report By
 FY1019  HISTORY     - 1973     MONUMENTED       NCGS
 FY1019  HISTORY     - 20020701 GOOD             NCGS
 FY1019  HISTORY     - 20041028 GOOD             USPSQD
 FY1019  HISTORY     - 20051103 GOOD             USPSQD
 FY1019
 FY1019                          STATION DESCRIPTION
 FY1019
 FY1019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1019'2.2 MI N FROM SWEDSONVILLE.
 FY1019'TO REACH THE STATION FROM INTERSECTION OF I-85 AND SR 1928,
 FY1019'PROCEED SOUTH ALONG SR 1928 (JIMMY KERR ROAD) FOR 1.15 MILES
 FY1019'TO SR 2123 AND STATION IN SOUTH QUADRANT OF INTERSECTION ON
 FY1019'TOP OF A 10 FOOT BANK NEAR A FENCE CORNER, 0.65 MILES NE OF
 FY1019'INTERSECTION OF SR 2123 AND NC 54, 29.6 FT SE OF C/L OF SR 2123,
 FY1019'141.1 FT SW OF C/L OF INTERSECTION OF SR 1928 AND SR 1923, 3.2 FT
 FY1019'W OF WHITE WOODEN RAIL FENCE CORNER, 21.4 FT SW OF PP W/ALUMINUM
 FY1019'REF. TAG, AND 80.7 FT NW OF NE CORNER OF M.A. BOEHM RESIDENCE.
 FY1019'DISK IS SET IN TOP OF A CONCRETE PRECAST FLUSH WITH THE SURFACE
 FY1019'OF THE GROUND.
 FY1019
 FY1019                          STATION RECOVERY (2002)
 FY1019
 FY1019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1019'STATION WAS FOUND IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.-
 FY1019'THE WHITE WOODEN FENCE AND THE TAG ON THE PP ARE GONE.
 FY1019
 FY1019                          STATION RECOVERY (2004)
 FY1019
 FY1019'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1019'RECOVERED IN GOOD CONDITION.
 FY1019
 FY1019                          STATION RECOVERY (2005)
 FY1019
 FY1019'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1022 ***********************************************************************
 FY1022  DESIGNATION -  ALA 36
 FY1022  PID         -  FY1022
 FY1022  STATE/COUNTY-  NC/ALAMANCE
 FY1022  USGS QUAD   -  MEBANE (1994)
 FY1022
 FY1022                         *CURRENT SURVEY CONTROL
 FY1022  ___________________________________________________________________
 FY1022* NAD 83(1986)-  36 05 32.     (N)    079 20 53.     (W)     SCALED    
 FY1022* NAVD 88     -       184.253  (meters)     604.50   (feet)  ADJUSTED  
 FY1022  ___________________________________________________________________
 FY1022  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FY1022  DYNAMIC HT  -         184.108 (meters)     604.03  (feet)  COMP
 FY1022  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 FY1022
 FY1022  VERT ORDER  -  SECOND    CLASS 0
 FY1022
 FY1022.The horizontal coordinates were scaled from a topographic map and have
 FY1022.an estimated accuracy of +/- 6 seconds.
 FY1022
 FY1022.The orthometric height was determined by differential leveling
 FY1022.and adjusted in June 1991.
 FY1022
 FY1022.The geoid height was determined by GEOID03.
 FY1022
 FY1022.The dynamic height is computed by dividing the NAVD 88
 FY1022.geopotential number by the normal gravity value computed on the
 FY1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1022.degrees latitude (g = 980.6199 gals.).
 FY1022
 FY1022.The modeled gravity was interpolated from observed gravity values.
 FY1022
 FY1022;                    North         East    Units  Estimated Accuracy
 FY1022;SPC NC       -   259,890.      578,260.      MT  (+/- 180 meters Scaled)
 FY1022
 FY1022                          SUPERSEDED SURVEY CONTROL
 FY1022
 FY1022  NGVD 29 (??/??/92)  184.510  (m)          605.35   (f) ADJ UNCH    2 0
 FY1022
 FY1022.Superseded values are not recommended for survey control.
 FY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1022.See file dsdata.txt to determine how the superseded data were derived.
 FY1022
 FY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV487954(NAD 83)
 FY1022_MARKER: DB = BENCH MARK DISK
 FY1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1022_SP_SET: BRIDGE PILE CAP
 FY1022_STAMPING: ALA-36 1973
 FY1022_MARK LOGO: NCGS  
 FY1022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1022+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 FY1022
 FY1022  HISTORY     - Date     Condition        Report By
 FY1022  HISTORY     - 1973     MONUMENTED       NCGS
 FY1022  HISTORY     - 20020702 GOOD             NCGS
 FY1022  HISTORY     - 20041027 GOOD             USPSQD
 FY1022  HISTORY     - 20051103 GOOD             USPSQD
 FY1022
 FY1022                          STATION DESCRIPTION
 FY1022
 FY1022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1022'0.9 MI E FROM HAW RIVER.
 FY1022'STATION IS LOCATED IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FY1022'OF THE SR 1928 BRIDGE OVER THE SOUTHERN R/R, AND ABOUT 1 1/2 FT
 FY1022'BELOW ROAD LEVEL, 16.3 FT W OF C/L SR 1928 (JIMMY KERR ROAD),
 FY1022'4.4 FT NE OF CENTER OF TOP OF WESTERNMOST WOODEN PILE W/ALUMINUM
 FY1022'REF. TAG, 32.5 FT NNE OF PP W/ALUMINUM REF. TAG.  DISK IS SET
 FY1022'FLUSH IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT.
 FY1022
 FY1022                          STATION RECOVERY (2002)
 FY1022
 FY1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1022'RECOVERED AS DESCRIBED EXCEPT MARK IS ABOUT 2-FEET BELOW ROAD LEVEL .
 FY1022'REFERENCED PP IS A TELEPHONE POLE AND TAG IS NOT VISIBLE (OVERGROWN).
 FY1022
 FY1022                          STATION RECOVERY (2004)
 FY1022
 FY1022'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY1022'RECOVERED IN GOOD CONDITION.
 FY1022
 FY1022                          STATION RECOVERY (2005)
 FY1022
 FY1022'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0998 ***********************************************************************
 FY0998  DESIGNATION -  ALA 37
 FY0998  PID         -  FY0998
 FY0998  STATE/COUNTY-  NC/ALAMANCE
 FY0998  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY0998
 FY0998                         *CURRENT SURVEY CONTROL
 FY0998  ___________________________________________________________________
 FY0998* NAD 83(1986)-  36 08 31.     (N)    079 29 51.     (W)     SCALED    
 FY0998* NAVD 88     -       177.176  (meters)     581.28   (feet)  ADJUSTED  
 FY0998  ___________________________________________________________________
 FY0998  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FY0998  DYNAMIC HT  -         177.035 (meters)     580.82  (feet)  COMP
 FY0998  MODELED GRAV-     979,833.7   (mgal)                       NAVD 88
 FY0998
 FY0998  VERT ORDER  -  SECOND    CLASS 0
 FY0998
 FY0998.The horizontal coordinates were scaled from a topographic map and have
 FY0998.an estimated accuracy of +/- 6 seconds.
 FY0998
 FY0998.The orthometric height was determined by differential leveling
 FY0998.and adjusted in June 1991.
 FY0998
 FY0998.The geoid height was determined by GEOID03.
 FY0998
 FY0998.The dynamic height is computed by dividing the NAVD 88
 FY0998.geopotential number by the normal gravity value computed on the
 FY0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0998.degrees latitude (g = 980.6199 gals.).
 FY0998
 FY0998.The modeled gravity was interpolated from observed gravity values.
 FY0998
 FY0998;                    North         East    Units  Estimated Accuracy
 FY0998;SPC NC       -   265,460.      564,830.      MT  (+/- 180 meters Scaled)
 FY0998
 FY0998                          SUPERSEDED SURVEY CONTROL
 FY0998
 FY0998  NGVD 29 (??/??/92)  177.429  (m)          582.12   (f) ADJ UNCH    2 0
 FY0998
 FY0998.Superseded values are not recommended for survey control.
 FY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0998.See file dsdata.txt to determine how the superseded data were derived.
 FY0998
 FY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA351007(NAD 83)
 FY0998_MARKER: DB = BENCH MARK DISK
 FY0998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0998_SP_SET: HEADWALL
 FY0998_STAMPING: ALA-37 1973
 FY0998_MARK LOGO: NCGS  
 FY0998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0998+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 FY0998
 FY0998  HISTORY     - Date     Condition        Report By
 FY0998  HISTORY     - 1973     MONUMENTED       NCGS
 FY0998  HISTORY     - 20020808 GOOD             NCGS
 FY0998  HISTORY     - 20060809 GOOD             USPSQD
 FY0998
 FY0998                          STATION DESCRIPTION
 FY0998
 FY0998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY0998'2.7 MI N FROM ELON COLLEGE.
 FY0998'TO REACH STATION FROM Y-INTERSECTION OF NC 87 AND NC 100 AT
 FY0998'GLEN RAVEN NW OF BURLINGTON, PROCEED NORTH ALONG NC 87 FOR 2.5
 FY0998'MILES TO TRAVIS CREEK AND STATION IN SOUTH END OF EAST HEADWALL,
 FY0998'0.05 MILES SOUTH OF INTERSECTION WITH SR 1552, AND 0.75 MILES
 FY0998'SOUTH OF WESTERN HIGH SCHOOL, 24.6 FT E OF C/L OF NC 87, 01.2 FT
 FY0998'N OF S END OF E HEADWALL, 12.0 FT NE OF REFLECTOR POST W/ALUMINUM
 FY0998'REF. TAG, AND 48.8 FT S OF REFLECTOR POST W/ALUMINUM REF. TAG.
 FY0998'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 FY0998
 FY0998                          STATION RECOVERY (2002)
 FY0998
 FY0998'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY0998'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. BOTH REFLECTOR
 FY0998'POSTS WITH TAGS ARE GONE. MARK IS ABOUT 4-FEET LOWER THAN NC 87 AND IN
 FY0998'THE TOP OF THE EAST HEADWALL OF A FOUR-BOX CONCRETE CULVERT.
 FY0998
 FY0998                          STATION RECOVERY (2006)
 FY0998
 FY0998'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7074 ***********************************************************************
 AH7074  DESIGNATION -  ALA 38
 AH7074  PID         -  AH7074
 AH7074  STATE/COUNTY-  NC/ALAMANCE
 AH7074  USGS QUAD   -  BURLINGTON (1981)
 AH7074
 AH7074                         *CURRENT SURVEY CONTROL
 AH7074  ___________________________________________________________________
 AH7074* NAD 83(1986)-  36 04 02.     (N)    079 28 27.     (W)     SCALED    
 AH7074* NAVD 88     -       196.084  (meters)     643.32   (feet)  ADJUSTED  
 AH7074  ___________________________________________________________________
 AH7074  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AH7074  DYNAMIC HT  -         195.929 (meters)     642.81  (feet)  COMP
 AH7074  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 AH7074
 AH7074  VERT ORDER  -  SECOND    CLASS II
 AH7074
 AH7074.The horizontal coordinates were scaled from a topographic map and have
 AH7074.an estimated accuracy of +/- 6 seconds.
 AH7074
 AH7074.The orthometric height was determined by differential leveling
 AH7074.and adjusted in July 1999.
 AH7074
 AH7074.The geoid height was determined by GEOID03.
 AH7074
 AH7074.The dynamic height is computed by dividing the NAVD 88
 AH7074.geopotential number by the normal gravity value computed on the
 AH7074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7074.degrees latitude (g = 980.6199 gals.).
 AH7074
 AH7074.The modeled gravity was interpolated from observed gravity values.
 AH7074
 AH7074;                    North         East    Units  Estimated Accuracy
 AH7074;SPC NC       -   257,160.      566,890.      MT  (+/- 180 meters Scaled)
 AH7074
 AH7074                          SUPERSEDED SURVEY CONTROL
 AH7074
 AH7074.No superseded survey control is available for this station.
 AH7074
 AH7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV374924(NAD 83)
 AH7074_MARKER: DB = BENCH MARK DISK
 AH7074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7074_STAMPING: ALA 38 1990
 AH7074_MARK LOGO: NCGS  
 AH7074_PROJECTION: FLUSH
 AH7074_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH7074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7074+STABILITY: SURFACE MOTION
 AH7074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7074+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 AH7074
 AH7074  HISTORY     - Date     Condition        Report By
 AH7074  HISTORY     - 1990     MONUMENTED       NCGS
 AH7074  HISTORY     - 20020807 GOOD             NCGS
 AH7074  HISTORY     - 20050615 GOOD             USPSQD
 AH7074  HISTORY     - 20060810 GOOD             USPSQD
 AH7074
 AH7074                          STATION DESCRIPTION
 AH7074
 AH7074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 AH7074'STATION IS LOCATED IN BURLINGTON. AT THE SOUTHWEST CORNER OF THE
 AH7074'RAMADA INN YARD, AT THE WEST MOST ENTRANCE. MARK IS FLUSH WITH GROUND
 AH7074'AND LEVEL WITH SERVICE ROAD.  LOCATED 9.23 M (30.28 FT) NORTHEAST OF
 AH7074'THE CENTERLINE OF THE SERVICE ROAD, 5.15 M (16.90 FT) WEST-NORTHWEST
 AH7074'OF A WATER MAIN COVER, 33.12 M (108.66 FT) WEST-SOUTHWEST OF THE
 AH7074'SOUTHWEST CORNER OF THE MOTEL, 26.07 M (85.53 FT) SOUTH-SOUTHEAST OF
 AH7074'THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, AND 80.25 M (263.29 FT)
 AH7074'SOUTHEAST OF A FIRE HYDRANT.
 AH7074
 AH7074                          STATION RECOVERY (2002)
 AH7074
 AH7074'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 AH7074'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS RECESSED
 AH7074'ONE INCH. SERVICE ROAD IS TERRACE DRIVE. RAMADA INN IS ABOUT 0.25 MI
 AH7074'(0.40 KM) NORTHWEST OF I-40/I-85 AND NC 62 (EXIT 143).
 AH7074
 AH7074                          STATION RECOVERY (2005)
 AH7074
 AH7074'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AH7074'N 36 04.051
 AH7074'W 079 28.454
 AH7074
 AH7074                          STATION RECOVERY (2006)
 AH7074
 AH7074'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH7074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7076 ***********************************************************************
 AH7076  DESIGNATION -  ALA 39
 AH7076  PID         -  AH7076
 AH7076  STATE/COUNTY-  NC/ALAMANCE
 AH7076  USGS QUAD   -  BURLINGTON (1981)
 AH7076
 AH7076                         *CURRENT SURVEY CONTROL
 AH7076  ___________________________________________________________________
 AH7076* NAD 83(2007)-  36 03 06.94424(N)    079 29 31.96452(W)     ADJUSTED  
 AH7076* NAVD 88     -       188.226  (meters)     617.54   (feet)  ADJUSTED  
 AH7076  ___________________________________________________________________
 AH7076  EPOCH DATE  -        2002.00
 AH7076  X           -     941,524.164 (meters)                     COMP
 AH7076  Y           -  -5,076,159.183 (meters)                     COMP
 AH7076  Z           -   3,732,944.723 (meters)                     COMP
 AH7076  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AH7076  ELLIP HEIGHT-         158.056 (meters)          (02/10/07) ADJUSTED
 AH7076  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AH7076  DYNAMIC HT  -         188.077 (meters)     617.05  (feet)  COMP
 AH7076
 AH7076  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH7076  Type    PID    Designation                      North   East  Ellip
 AH7076  -------------------------------------------------------------------
 AH7076  NETWORK AH7076 ALA 39                            0.55   0.47   1.02
 AH7076  -------------------------------------------------------------------
 AH7076  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 AH7076
 AH7076  VERT ORDER  -  SECOND    CLASS II
 AH7076
 AH7076.The horizontal coordinates were established by GPS observations
 AH7076.and adjusted by the National Geodetic Survey in February 2007.
 AH7076
 AH7076.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH7076.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH7076.The horizontal coordinates are valid at the epoch date displayed above.
 AH7076.The epoch date for horizontal control is a decimal equivalence
 AH7076.of Year/Month/Day.
 AH7076
 AH7076.The orthometric height was determined by differential leveling
 AH7076.and adjusted in July 1999.
 AH7076
 AH7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7076
 AH7076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7076
 AH7076.The ellipsoidal height was determined by GPS observations
 AH7076.and is referenced to NAD 83.
 AH7076
 AH7076.The geoid height was determined by GEOID03.
 AH7076
 AH7076.The dynamic height is computed by dividing the NAVD 88
 AH7076.geopotential number by the normal gravity value computed on the
 AH7076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7076.degrees latitude (g = 980.6199 gals.).
 AH7076
 AH7076.The modeled gravity was interpolated from observed gravity values.
 AH7076
 AH7076;                    North         East     Units Scale Factor Converg.
 AH7076;SPC NC       -   255,472.463   565,252.164   MT  0.99997000   -0 17 02.7
 AH7076;SPC NC       -   838,162.57  1,854,498.14   sFT  0.99997000   -0 17 02.7
 AH7076;UTM  17      - 3,990,759.962   635,809.028   MT  0.99982726   +0 53 15.0
 AH7076
 AH7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7076!SPC NC       -   0.99997519  x   0.99997000  =   0.99994519
 AH7076!UTM  17      -   0.99997519  x   0.99982726  =   0.99980246
 AH7076
 AH7076                          SUPERSEDED SURVEY CONTROL
 AH7076
 AH7076  NAD 83(1986)-  36 03 06.94734(N)    079 29 31.97033(W) AD(       ) 1
 AH7076  NAD 83(2001)-  36 03 06.94430(N)    079 29 31.96461(W) AD(       ) 1
 AH7076  ELLIP H (09/23/04)  158.060  (m)                       GP(       ) 4 2
 AH7076  NAVD 88 (09/23/04)  188.23   (m)          617.6    (f) LEVELING    3  
 AH7076
 AH7076.Superseded values are not recommended for survey control.
 AH7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7076.See file dsdata.txt to determine how the superseded data were derived.
 AH7076
 AH7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3580990760(NAD 83)
 AH7076_MARKER: DB = BENCH MARK DISK
 AH7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7076_STAMPING: ALA 39 1990
 AH7076_MARK LOGO: NCGS  
 AH7076_PROJECTION: FLUSH
 AH7076_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7076+STABILITY: SURFACE MOTION
 AH7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7076+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 AH7076
 AH7076  HISTORY     - Date     Condition        Report By
 AH7076  HISTORY     - 1990     MONUMENTED       NCGS
 AH7076  HISTORY     - 20020807 GOOD             NCGS
 AH7076  HISTORY     - 20060809 GOOD             USPSQD
 AH7076  HISTORY     - 20060816 GOOD             GEOCAC
 AH7076  HISTORY     - 20080513 GOOD             NGS
 AH7076
 AH7076                          STATION DESCRIPTION
 AH7076
 AH7076'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 AH7076'STATION IS LOCATED IN BURLINGTON. IN THE SOUTHWEST QUADRANT OF THE
 AH7076'INTERSECTION OF KIRKPATRICK ROAD (SR 1146) AND KENNEDY ROAD (SR 1211).
 AH7076'MARK IS FLUSH WITH GROUND AND ABOUT 2-FEET LOWER THAN ROAD.  LOCATED
 AH7076'9.67 M (31.73 FT) SOUTHWEST OF THE CENTERLINE OF SR 1146, 12.42 M
 AH7076'(40.75 FT) SOUTHEAST OF THE CENTERLINE OF SR 1211, 7.68 M (25.20 FT)
 AH7076'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A DIRT ROAD CULVERT, 3.44 M
 AH7076'(11.29 FT) NORTHWEST OF A GUY WIRE ANCHOR--AND 18.95 M (62.17 FT)
 AH7076'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL BESIDE A BRACE POLE, 2.63 M
 AH7076'(8.63 FT) SOUTH OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AH7076
 AH7076                          STATION RECOVERY (2002)
 AH7076
 AH7076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 AH7076'STATION WAS FOUND IN GOOD CONDITION. CORRECTIONS - MARK IS ABOUT
 AH7076'2-FEET HIGHER, (NOT LOWER) THAN THE ROAD, 43.5 FT (13.3 M) FROM THE
 AH7076'CENTERLINE OF SR 1211 AND 59.4 WSW OF TELEPHONE PEDESTAL-14 WHICH IS
 AH7076'BY A POLE.
 AH7076
 AH7076                          STATION RECOVERY (2006)
 AH7076
 AH7076'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH7076'RECOVERED IN GOOD CONDITION.
 AH7076
 AH7076                          STATION RECOVERY (2006)
 AH7076
 AH7076'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AH7076'STATION IS FLUSH WITH THE GROUND. SR1211 IS KENNEDY ROAD.
 AH7076' 
 AH7076' 
 AH7076
 AH7076                          STATION RECOVERY (2008)
 AH7076
 AH7076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 AH7076'THE MARK IS LOCATED ABOUT 16.8 MI (27.1 KM) EAST OF GREENSBORO, 5.3 MI
 AH7076'(8.5 KM) WEST-SOUTHWEST OF GRAHAM AND 4.2 MI (6.8 KM) SOUTHWEST OF
 AH7076'BURLINGTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 AH7076' 
 AH7076'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND HUFFMAN MILLING
 AH7076'ROAD (EXIT 141), GO SOUTHERLY ON ROAD FOR 0.05 MI (0.1 KM) TO
 AH7076'KIRKPATRICK ROAD ON THE LEFT. TURN LEFT AND GO SOUTH EAST THEN
 AH7076'SOUTHERLY FOR 1.1 MI (1.8 KM) TO KENNEDY ROAD AND THE MARK ON THE
 AH7076'RIGHT IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AH7076' 
 AH7076'THE MARK IS THE MARK IS 18.1 M (59.4 FT)  WEST-SOUTHWEST OF TELEPHONE
 AH7076'PEDESTAL-14 WHICH IS BY A POLE WITH REFERENCE TAG, 13.3 M (43.6 FT)
 AH7076'FROM THE CENTERLINE OF KENNEDY ROAD, 9.67 M (31.73 FT) SOUTHWEST OF
 AH7076'THE CENTERLINE OF KIRKPATRICK ROAD, 7.68 M (25.20 FT) SOUTH-SOUTHEAST
 AH7076'OF THE SOUTHEAST END OF A DIRT ROAD CULVERT,
 AH7076'3.44 M (11.29 FT) NORTHWEST OF A GUY WIRE ANCHOR, 2.63 M (8.63 FT)
 AH7076'SOUTH OF A POWER POLE WITH REFERENCE TAG, AND 0.6 M (2.0 FT) HIGHER
 AH7076'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0997 ***********************************************************************
 FY0997  DESIGNATION -  ALA 4
 FY0997  PID         -  FY0997
 FY0997  STATE/COUNTY-  NC/ALAMANCE
 FY0997  USGS QUAD   -  BURLINGTON (1981)
 FY0997
 FY0997                         *CURRENT SURVEY CONTROL
 FY0997  ___________________________________________________________________
 FY0997* NAD 83(1986)-  36 02 13.     (N)    079 29 10.     (W)     SCALED    
 FY0997* NAVD 88     -       164.701  (meters)     540.36   (feet)  ADJUSTED  
 FY0997  ___________________________________________________________________
 FY0997  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY0997  DYNAMIC HT  -         164.570 (meters)     539.93  (feet)  COMP
 FY0997  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 FY0997
 FY0997  VERT ORDER  -  SECOND    CLASS 0
 FY0997
 FY0997.The horizontal coordinates were scaled from a topographic map and have
 FY0997.an estimated accuracy of +/- 6 seconds.
 FY0997
 FY0997.The orthometric height was determined by differential leveling
 FY0997.and adjusted in June 1991.
 FY0997
 FY0997.The geoid height was determined by GEOID03.
 FY0997
 FY0997.The dynamic height is computed by dividing the NAVD 88
 FY0997.geopotential number by the normal gravity value computed on the
 FY0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0997.degrees latitude (g = 980.6199 gals.).
 FY0997
 FY0997.The modeled gravity was interpolated from observed gravity values.
 FY0997
 FY0997;                    North         East    Units  Estimated Accuracy
 FY0997;SPC NC       -   253,810.      565,790.      MT  (+/- 180 meters Scaled)
 FY0997
 FY0997                          SUPERSEDED SURVEY CONTROL
 FY0997
 FY0997  NGVD 29 (??/??/92)  164.959  (m)          541.20   (f) ADJ UNCH    2 0
 FY0997
 FY0997.Superseded values are not recommended for survey control.
 FY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0997.See file dsdata.txt to determine how the superseded data were derived.
 FY0997
 FY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV363891(NAD 83)
 FY0997_MARKER: DB = BENCH MARK DISK
 FY0997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FY0997_SP_SET: CONCRETE STEP
 FY0997_STAMPING: ALA-4 1971
 FY0997_MARK LOGO: NCGS  
 FY0997_PROJECTION: FLUSH
 FY0997_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0997+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 FY0997
 FY0997  HISTORY     - Date     Condition        Report By
 FY0997  HISTORY     - 1971     MONUMENTED       NCGS
 FY0997  HISTORY     - 19900619 GOOD             NCGS
 FY0997  HISTORY     - 19910426 GOOD             USPSQD
 FY0997  HISTORY     - 20020807 GOOD             NCGS
 FY0997  HISTORY     - 20060809 GOOD             USPSQD
 FY0997  HISTORY     - 20060816 GOOD             GEOCAC
 FY0997  HISTORY     - 20080513 GOOD             NGS
 FY0997
 FY0997                          STATION DESCRIPTION
 FY0997
 FY0997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY0997'IN ALAMANCE.
 FY0997'STATION IS 2.25 MILES S OF INTERSECTION OF I-85 AND NC 62 IN
 FY0997'ALAMANCE, ON E SIDE OF NC 62, IN NW CORNER OF CONCRETE STEPS LEADING
 FY0997'TO ALAMANCE LUTHERAN CHURCH, 23.0 FT E OF C/L OF NC 62, 63.1
 FY0997'FT N OF PP WITH ALUM. REF. TAG, 131.0 FT S OF PP WITH ALUM. REF.
 FY0997'TAG, AND 8.0 FT E OF CONCRETE CURB.  STATION IS SET FLUSH WITH
 FY0997'STEPS.
 FY0997
 FY0997                          STATION RECOVERY (1990)
 FY0997
 FY0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 FY0997'RECOVERED AS DESCRIBED.  LOCATED 61.2 FT (18.7 M) NORTH OF A POWER
 FY0997'POLE WITH A REFERENCE TAG.
 FY0997
 FY0997                          STATION RECOVERY (1991)
 FY0997
 FY0997'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY0997'RECOVERED IN GOOD CONDITION.
 FY0997
 FY0997                          STATION RECOVERY (2002)
 FY0997
 FY0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY0997'RECOVERED AS DESCRIBED. MARK IS ABOUT ONE FOOT HIGHER THAN NC 62.
 FY0997
 FY0997                          STATION RECOVERY (2006)
 FY0997
 FY0997'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY0997'RECOVERED IN GOOD CONDITION.
 FY0997
 FY0997                          STATION RECOVERY (2006)
 FY0997
 FY0997'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY0997'RECOVERED AS DESCRIBED. HH2 GPS READING
 FY0997'N36 02 13.9, W079 29 09.7.
 FY0997' 
 FY0997
 FY0997                          STATION RECOVERY (2008)
 FY0997
 FY0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 FY0997'RECOVERED AS DESCRIBED.
 FY0997'NOTE--OBSTRUCTING TREES, BUILDING AND OVERHEAD WIRES MAKE THIS A POOR
 FY0997'CANDIDATE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7078 ***********************************************************************
 AH7078  DESIGNATION -  ALA 40
 AH7078  PID         -  AH7078
 AH7078  STATE/COUNTY-  NC/ALAMANCE
 AH7078  USGS QUAD   -  BURLINGTON (1981)
 AH7078
 AH7078                         *CURRENT SURVEY CONTROL
 AH7078  ___________________________________________________________________
 AH7078* NAD 83(1986)-  36 03 06.     (N)    079 28 44.     (W)     SCALED    
 AH7078* NAVD 88     -       174.314  (meters)     571.90   (feet)  ADJUSTED  
 AH7078  ___________________________________________________________________
 AH7078  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AH7078  DYNAMIC HT  -         174.176 (meters)     571.44  (feet)  COMP
 AH7078  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 AH7078
 AH7078  VERT ORDER  -  SECOND    CLASS II
 AH7078
 AH7078.The horizontal coordinates were scaled from a topographic map and have
 AH7078.an estimated accuracy of +/- 6 seconds.
 AH7078
 AH7078.The orthometric height was determined by differential leveling
 AH7078.and adjusted in July 1999.
 AH7078
 AH7078.The geoid height was determined by GEOID03.
 AH7078
 AH7078.The dynamic height is computed by dividing the NAVD 88
 AH7078.geopotential number by the normal gravity value computed on the
 AH7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7078.degrees latitude (g = 980.6199 gals.).
 AH7078
 AH7078.The modeled gravity was interpolated from observed gravity values.
 AH7078
 AH7078;                    North         East    Units  Estimated Accuracy
 AH7078;SPC NC       -   255,440.      566,450.      MT  (+/- 180 meters Scaled)
 AH7078
 AH7078                          SUPERSEDED SURVEY CONTROL
 AH7078
 AH7078.No superseded survey control is available for this station.
 AH7078
 AH7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV370907(NAD 83)
 AH7078_MARKER: DB = BENCH MARK DISK
 AH7078_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH7078_SP_SET: BRIDGE WINGWALL
 AH7078_STAMPING: ALA 40 1990
 AH7078_MARK LOGO: NCGS  
 AH7078_PROJECTION: FLUSH
 AH7078_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH7078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7078+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 AH7078
 AH7078  HISTORY     - Date     Condition        Report By
 AH7078  HISTORY     - 1990     MONUMENTED       NCGS
 AH7078  HISTORY     - 20020708 GOOD             NCGS
 AH7078  HISTORY     - 20060809 GOOD             USPSQD
 AH7078  HISTORY     - 20060816 GOOD             GEOCAC
 AH7078  HISTORY     - 20080513 GOOD             NGS
 AH7078
 AH7078                          STATION DESCRIPTION
 AH7078
 AH7078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 AH7078'STATION IS LOCATED IN BURLINGTON. IN THE NORTHEAST WINGWALL OF THE
 AH7078'BRIDGE OVER GUINN CREEK. MARK IS FLUSH IN A DRILLED HOLE ABOUT 1-FOOT
 AH7078'HIGHER THAN ROAD. LOCATED 5.40 M (17.72 FT) SOUTHEAST OF THE
 AH7078'CENTERLINE OF THE ROAD, 13.65 M (44.78 FT) SOUTHWEST OF A MANHOLE
 AH7078'COVER, AND 5.74 WEST OF A POWER POLE WITH A REFERENCE TAG.
 AH7078
 AH7078                          STATION RECOVERY (2002)
 AH7078
 AH7078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 AH7078'STATION WAS FOUND IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 AH7078'CORRECTIONS. STATION IS 1.1 MI (1.8 KM) SOUTH-SOUTHWEST ALONG NC 62
 AH7078'FROM I-40/I-85 AND ALSO 0.1 MI (0.2 KM) NORTH OF ENTRANCE TO
 AH7078'BURLINGTON AIRPORT. LOCATED 20.3 FT (6.2 M) WEST OF TELEPHONE POLE 120
 AH7078'WITH BRACE POLE AND GUY WIRE. CREEK NAME IS GUNN (NOT GUINN), POWER
 AH7078'POLE WITH TAG IS GONE AND MARK IS ABOUT LEVEL WITH (NOT 1-FOOT HIGHER
 AH7078'THAN) NC 62.
 AH7078
 AH7078                          STATION RECOVERY (2006)
 AH7078
 AH7078'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH7078'RECOVERED IN GOOD CONDITION.
 AH7078
 AH7078                          STATION RECOVERY (2006)
 AH7078
 AH7078'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AH7078'RECOVERED IN THE NE WINGWALL OF A TWO-LANE HIGHWAY BRIDGE CONSTRUCTED
 AH7078'IN 1949. HH2 GPS
 AH7078'N36 03 07.2, W079 28 44.6.
 AH7078' 
 AH7078' 
 AH7078' 
 AH7078
 AH7078                          STATION RECOVERY (2008)
 AH7078
 AH7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 AH7078'RECOVERED AS DESCRIBED.
 AH7078'NOTE--TREES TO THE WEST UP TO ABOUT 65 DEGREES RESULTS IN GPS
 AH7078'BLOCKAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7079 ***********************************************************************
 AH7079  DESIGNATION -  ALA 41
 AH7079  PID         -  AH7079
 AH7079  STATE/COUNTY-  NC/ALAMANCE
 AH7079  USGS QUAD   -  BURLINGTON (1981)
 AH7079
 AH7079                         *CURRENT SURVEY CONTROL
 AH7079  ___________________________________________________________________
 AH7079* NAD 83(1986)-  36 03 34.     (N)    079 28 16.     (W)     SCALED    
 AH7079* NAVD 88     -       175.618  (meters)     576.17   (feet)  ADJUSTED  
 AH7079  ___________________________________________________________________
 AH7079  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AH7079  DYNAMIC HT  -         175.479 (meters)     575.72  (feet)  COMP
 AH7079  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 AH7079
 AH7079  VERT ORDER  -  SECOND    CLASS II
 AH7079
 AH7079.The horizontal coordinates were scaled from a topographic map and have
 AH7079.an estimated accuracy of +/- 6 seconds.
 AH7079
 AH7079.The orthometric height was determined by differential leveling
 AH7079.and adjusted in July 1999.
 AH7079
 AH7079.The geoid height was determined by GEOID03.
 AH7079
 AH7079.The dynamic height is computed by dividing the NAVD 88
 AH7079.geopotential number by the normal gravity value computed on the
 AH7079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7079.degrees latitude (g = 980.6199 gals.).
 AH7079
 AH7079.The modeled gravity was interpolated from observed gravity values.
 AH7079
 AH7079;                    North         East    Units  Estimated Accuracy
 AH7079;SPC NC       -   256,300.      567,160.      MT  (+/- 180 meters Scaled)
 AH7079
 AH7079                          SUPERSEDED SURVEY CONTROL
 AH7079
 AH7079.No superseded survey control is available for this station.
 AH7079
 AH7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV376916(NAD 83)
 AH7079_MARKER: DB = BENCH MARK DISK
 AH7079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7079_SP_SET: HEADWALL
 AH7079_STAMPING: ALA 41 1990
 AH7079_MARK LOGO: NCGS  
 AH7079_PROJECTION: FLUSH
 AH7079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7079+STABILITY: SURFACE MOTION
 AH7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7079+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 AH7079
 AH7079  HISTORY     - Date     Condition        Report By
 AH7079  HISTORY     - 1990     MONUMENTED       NCGS
 AH7079  HISTORY     - 20020708 GOOD             NCGS
 AH7079  HISTORY     - 20060810 GOOD             USPSQD
 AH7079
 AH7079                          STATION DESCRIPTION
 AH7079
 AH7079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 AH7079'STATION IS LOCATED IN BURLINGTON, IN THE NORTHEAST END OF A HEADWALL.
 AH7079'MARK IS FLUSH IN A DRILLED HOLE ABOUT 5-FEET LOWER THAN ROAD. LOCATED
 AH7079'10.2 M (33.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.30 M (0.98
 AH7079'FT) SOUTHWEST OF THE NORTHEAST END OF A HEADWALL, 3.53 M (11.58 FT)
 AH7079'SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AH7079
 AH7079                          STATION RECOVERY (2002)
 AH7079
 AH7079'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 AH7079'STATION WAS FOUND IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 AH7079'STATION IS 0.35 MI (0.56 KM) SOUTH-SOUTHWEST ALONG NC 62 FROM
 AH7079'I-40/I-85.
 AH7079
 AH7079                          STATION RECOVERY (2006)
 AH7079
 AH7079'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH7079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1280 ***********************************************************************
 FY1280  DESIGNATION -  ALA 5
 FY1280  PID         -  FY1280
 FY1280  STATE/COUNTY-  NC/ALAMANCE
 FY1280  USGS QUAD   -  GIBSONVILLE (1994)
 FY1280
 FY1280                         *CURRENT SURVEY CONTROL
 FY1280  ___________________________________________________________________
 FY1280* NAD 83(1986)-  36 01 54.     (N)    079 30 22.     (W)     SCALED    
 FY1280* NAVD 88     -       157.185  (meters)     515.70   (feet)  ADJUSTED  
 FY1280  ___________________________________________________________________
 FY1280  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FY1280  DYNAMIC HT  -         157.060 (meters)     515.29  (feet)  COMP
 FY1280  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 FY1280
 FY1280  VERT ORDER  -  SECOND    CLASS 0
 FY1280
 FY1280.The horizontal coordinates were scaled from a topographic map and have
 FY1280.an estimated accuracy of +/- 6 seconds.
 FY1280
 FY1280.The orthometric height was determined by differential leveling
 FY1280.and adjusted in June 1991.
 FY1280
 FY1280.The geoid height was determined by GEOID03.
 FY1280
 FY1280.The dynamic height is computed by dividing the NAVD 88
 FY1280.geopotential number by the normal gravity value computed on the
 FY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1280.degrees latitude (g = 980.6199 gals.).
 FY1280
 FY1280.The modeled gravity was interpolated from observed gravity values.
 FY1280
 FY1280;                    North         East    Units  Estimated Accuracy
 FY1280;SPC NC       -   253,230.      563,990.      MT  (+/- 180 meters Scaled)
 FY1280
 FY1280                          SUPERSEDED SURVEY CONTROL
 FY1280
 FY1280  NGVD 29 (??/??/92)  157.443  (m)          516.54   (f) ADJ UNCH    2 0
 FY1280
 FY1280.Superseded values are not recommended for survey control.
 FY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1280.See file dsdata.txt to determine how the superseded data were derived.
 FY1280
 FY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV345884(NAD 83)
 FY1280_MARKER: DD = SURVEY DISK
 FY1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1280_SP_SET: BRIDGE
 FY1280_STAMPING: ALA-5 1971
 FY1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1280
 FY1280  HISTORY     - Date     Condition        Report By
 FY1280  HISTORY     - 1971     MONUMENTED       NCGS
 FY1280  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 FY1280  HISTORY     - 20020807 SEE DESCRIPTION  NCGS
 FY1280  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 FY1280
 FY1280                          STATION DESCRIPTION
 FY1280
 FY1280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1280'1.4 MI W FROM ALAMANCE.
 FY1280'STATION IS 1.35 MILES W OF INTERSECTION OF NC 62 AND SR 1145 IN
 FY1280'CONCRETE ABUTMENT, 5.4 FT BELOW THE SW CORNER OF BRIDGE ON SR 1145,
 FY1280'2.0 MI. E OF INTERSECTION OF SR 1149 AND SR 1145, 5.1 FT NE OF
 FY1280'ALUM. REF. TAG ON PILING, 10.7 FT S OF C/L OF SR 1145, 44.0 FT
 FY1280'WNW OF 12 INCH WALNUT TREE WITH ALUM. REF. TAG, AND 19.0 FT
 FY1280'ENE OF TELEPHONE JUNCTION BOX 24.  STATION IS FLUSH IN CONCRETE
 FY1280'ABUTMENT.
 FY1280
 FY1280                          STATION RECOVERY (1992)
 FY1280
 FY1280'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 FY1280'MARK NOT FOUND.
 FY1280
 FY1280                          STATION RECOVERY (2002)
 FY1280
 FY1280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1280'DESTROYED, ROAD IS CLOSED AND BRIDGE IS GONE. REFERENCE SITE IS NOW A
 FY1280'LAKE (CITY RESERVOIR). DISK NOT FOUND.
 FY1280
 FY1280                          STATION RECOVERY (2006)
 FY1280
 FY1280'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1280'SITE SUBMERGED BY CONSTRUCTION OF LAKE MACKINTOSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1347 ***********************************************************************
 EZ1347  DESIGNATION -  ALA 6
 EZ1347  PID         -  EZ1347
 EZ1347  STATE/COUNTY-  NC/ALAMANCE
 EZ1347  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1347
 EZ1347                         *CURRENT SURVEY CONTROL
 EZ1347  ___________________________________________________________________
 EZ1347* NAD 83(1986)-  35 54 07.1    (N)    079 16 47.5    (W)     HD_HELD2  
 EZ1347* NAVD 88     -       169.629  (meters)     556.52   (feet)  ADJUSTED  
 EZ1347  ___________________________________________________________________
 EZ1347  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EZ1347  DYNAMIC HT  -         169.489 (meters)     556.07  (feet)  COMP
 EZ1347  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 EZ1347
 EZ1347  VERT ORDER  -  SECOND    CLASS 0
 EZ1347
 EZ1347.The horizontal coordinates were established by autonomous hand held GPS
 EZ1347.observations and have an estimated accuracy of +/- 10 meters.
 EZ1347
 EZ1347.The orthometric height was determined by differential leveling
 EZ1347.and adjusted in June 1991.
 EZ1347
 EZ1347.The geoid height was determined by GEOID03.
 EZ1347
 EZ1347.The dynamic height is computed by dividing the NAVD 88
 EZ1347.geopotential number by the normal gravity value computed on the
 EZ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1347.degrees latitude (g = 980.6199 gals.).
 EZ1347
 EZ1347.The modeled gravity was interpolated from observed gravity values.
 EZ1347
 EZ1347;                    North         East    Units  Estimated Accuracy
 EZ1347;SPC NC       -   238,760.      584,338.      MT  (+/- 10 meters HH2 GPS)
 EZ1347
 EZ1347                          SUPERSEDED SURVEY CONTROL
 EZ1347
 EZ1347  NGVD 29 (??/??/92)  169.875  (m)          557.33   (f) ADJ UNCH    2 0
 EZ1347
 EZ1347.Superseded values are not recommended for survey control.
 EZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1347.See file dsdata.txt to determine how the superseded data were derived.
 EZ1347
 EZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5523174442(NAD 83)
 EZ1347_MARKER: DD = SURVEY DISK
 EZ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1347_STAMPING: ALA 6 1973
 EZ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1347+STABILITY: SURFACE MOTION
 EZ1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1347+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 EZ1347
 EZ1347  HISTORY     - Date     Condition        Report By
 EZ1347  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1347  HISTORY     - 20051125 GOOD             GEOCAC
 EZ1347
 EZ1347                          STATION DESCRIPTION
 EZ1347
 EZ1347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1347'4 MI SE FROM SAXAPAHAW.
 EZ1347'TO REACH STATION FROM INTERSECTION OF NC 87 WITH SR 1005 IN THE
 EZ1347'ELI WHITNEY COMMUNITY, PROCEED EAST ALONG SR 1005 FOR 1.7 MILES
 EZ1347'TO STATION ON LEFT, 0.05 MILE WEST OF INTERSECTION WITH SR 2180,
 EZ1347'AND 1.25 MILE WEST OF SR 1005 BRIDGE OVER HAW RIVER, 29.8 FT N
 EZ1347'OF C/L OF SR 1005, 21.8 FT WNW OF W END OF CULVERT UNDER DRIVE
 EZ1347'NORTH, 2.9 FT S OF PP WITH ALUMINUM REF. TAG AND 39.2 FT E OF
 EZ1347'14 INCH OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EZ1347'PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE SURFACE
 EZ1347'OF THE GROUND.
 EZ1347
 EZ1347                          STATION RECOVERY (2005)
 EZ1347
 EZ1347'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1347'RECOVERED AS DESCRIBED BESIDE DRIVEWAY TO 4748 OLD GREENSBORO HIGHWAY.
 EZ1347'MONUMENT IS CHIPPED ON NORTH SIDE BUT DISK IS SECURE. HH2 GPS
 EZ1347'COORDINATES N35 54 07.1, W079 16 47.5.
 EZ1347' 
 EZ1347' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1348 ***********************************************************************
 EZ1348  DESIGNATION -  ALA 7
 EZ1348  PID         -  EZ1348
 EZ1348  STATE/COUNTY-  NC/ALAMANCE
 EZ1348  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1348
 EZ1348                         *CURRENT SURVEY CONTROL
 EZ1348  ___________________________________________________________________
 EZ1348* NAD 83(1986)-  35 54 09.     (N)    079 17 23.     (W)     SCALED    
 EZ1348* NAVD 88     -       171.625  (meters)     563.07   (feet)  ADJUSTED  
 EZ1348  ___________________________________________________________________
 EZ1348  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EZ1348  DYNAMIC HT  -         171.483 (meters)     562.61  (feet)  COMP
 EZ1348  MODELED GRAV-     979,803.5   (mgal)                       NAVD 88
 EZ1348
 EZ1348  VERT ORDER  -  SECOND    CLASS 0
 EZ1348
 EZ1348.The horizontal coordinates were scaled from a topographic map and have
 EZ1348.an estimated accuracy of +/- 6 seconds.
 EZ1348
 EZ1348.The orthometric height was determined by differential leveling
 EZ1348.and adjusted in June 1991.
 EZ1348
 EZ1348.The geoid height was determined by GEOID03.
 EZ1348
 EZ1348.The dynamic height is computed by dividing the NAVD 88
 EZ1348.geopotential number by the normal gravity value computed on the
 EZ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1348.degrees latitude (g = 980.6199 gals.).
 EZ1348
 EZ1348.The modeled gravity was interpolated from observed gravity values.
 EZ1348
 EZ1348;                    North         East    Units  Estimated Accuracy
 EZ1348;SPC NC       -   238,820.      583,450.      MT  (+/- 180 meters Scaled)
 EZ1348
 EZ1348                          SUPERSEDED SURVEY CONTROL
 EZ1348
 EZ1348  NGVD 29 (??/??/92)  171.871  (m)          563.88   (f) ADJ UNCH    2 0
 EZ1348
 EZ1348.Superseded values are not recommended for survey control.
 EZ1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1348.See file dsdata.txt to determine how the superseded data were derived.
 EZ1348
 EZ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV543744(NAD 83)
 EZ1348_MARKER: DD = SURVEY DISK
 EZ1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1348_SP_SET: STEP
 EZ1348_STAMPING: ALA 7 1973
 EZ1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1348+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 EZ1348
 EZ1348  HISTORY     - Date     Condition        Report By
 EZ1348  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1348  HISTORY     - 1985     GOOD             USPSQD
 EZ1348  HISTORY     - 20040919 GOOD             GEOCAC
 EZ1348
 EZ1348                          STATION DESCRIPTION
 EZ1348
 EZ1348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1348'3.6 MI SSE FROM SAXAPAHAW.
 EZ1348'TO REACH STATION FROM INTERSECTION OF NC 87 WITH SR 1005 IN THE
 EZ1348'ELI WHITNEY COMMUNITY, PROCEED EAST ALONG SR 1005 FOR 1.15 MILES
 EZ1348'TO CONCORD METHODIST CHURCH AND STATION IN THE TOP STEP  OF
 EZ1348'STAIRWELL IN BACK OF CHURCH LEADING DOWN TO BASEMENT, 1.9 MILES
 EZ1348'WEST OF BRIDGE OVER HAW RIVER, 21.0 FT SSE OF C/L OF DRIVE, 10.3
 EZ1348'FT E OF NW CORNER OF BUILDING, AND 3.0 FT N OF N WALL OF BUILDING.
 EZ1348'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE STEP.
 EZ1348
 EZ1348                          STATION RECOVERY (1985)
 EZ1348
 EZ1348'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1348'RECOVERED IN GOOD CONDITION.
 EZ1348
 EZ1348                          STATION RECOVERY (2004)
 EZ1348
 EZ1348'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1348'VERIFIED EXISTENCE. CHURCH IS AT 4462 E. GREENSBORO-CHAPEL HILL RD
 EZ1348'(SR1005). STEPS ARE AT REAR OF BUILDING, WESTERN SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1349 ***********************************************************************
 EZ1349  DESIGNATION -  ALA 8
 EZ1349  PID         -  EZ1349
 EZ1349  STATE/COUNTY-  NC/ALAMANCE
 EZ1349  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1349
 EZ1349                         *CURRENT SURVEY CONTROL
 EZ1349  ___________________________________________________________________
 EZ1349* NAD 83(1986)-  35 54 25.     (N)    079 18 00.     (W)     SCALED    
 EZ1349* NAVD 88     -       176.385  (meters)     578.69   (feet)  ADJUSTED  
 EZ1349  ___________________________________________________________________
 EZ1349  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ1349  DYNAMIC HT  -         176.239 (meters)     578.21  (feet)  COMP
 EZ1349  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 EZ1349
 EZ1349  VERT ORDER  -  SECOND    CLASS 0
 EZ1349
 EZ1349.The horizontal coordinates were scaled from a topographic map and have
 EZ1349.an estimated accuracy of +/- 6 seconds.
 EZ1349
 EZ1349.The orthometric height was determined by differential leveling
 EZ1349.and adjusted in June 1991.
 EZ1349
 EZ1349.The geoid height was determined by GEOID03.
 EZ1349
 EZ1349.The dynamic height is computed by dividing the NAVD 88
 EZ1349.geopotential number by the normal gravity value computed on the
 EZ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1349.degrees latitude (g = 980.6199 gals.).
 EZ1349
 EZ1349.The modeled gravity was interpolated from observed gravity values.
 EZ1349
 EZ1349;                    North         East    Units  Estimated Accuracy
 EZ1349;SPC NC       -   239,320.      582,520.      MT  (+/- 180 meters Scaled)
 EZ1349
 EZ1349                          SUPERSEDED SURVEY CONTROL
 EZ1349
 EZ1349  NGVD 29 (??/??/92)  176.631  (m)          579.50   (f) ADJ UNCH    2 0
 EZ1349
 EZ1349.Superseded values are not recommended for survey control.
 EZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1349.See file dsdata.txt to determine how the superseded data were derived.
 EZ1349
 EZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV534749(NAD 83)
 EZ1349_MARKER: DD = SURVEY DISK
 EZ1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ1349_SP_SET: CONCRETE SLAB
 EZ1349_STAMPING: ALA 8 1973
 EZ1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1349
 EZ1349  HISTORY     - Date     Condition        Report By
 EZ1349  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1349  HISTORY     - 20050601 MARK NOT FOUND   GEOCAC
 EZ1349
 EZ1349                          STATION DESCRIPTION
 EZ1349
 EZ1349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1349'3 MI SSE FROM SAXAPAHAW.
 EZ1349'TO REACH STATION FROM INTERSECTION OF NC 87 WITH SR 1005 IN ELI
 EZ1349'WHITNEY COMMUNITY, PROCEED EAST ALONG SR 1005 FOR 0.4 MILES TO
 EZ1349'ELI WHITNEY MIDDLE SCHOOL AND STATION AT REAR OF MAIN BUILDING
 EZ1349'IN A CONCRETE SLAB NEAR STEPS LEADING DOWN TO FURNACE ROOM,
 EZ1349'1.3 FT N OF S WALL OF MAIN BUILDING, 1.9 FT W OF E EDGE OF SLAB,
 EZ1349'AND 54.0 FT S OF SE CORNER OF GYMNASIUM BUILDING.  DISK IS SET
 EZ1349'FLUSH IN DRILL HOLE IN CONCRETE SLAB.
 EZ1349
 EZ1349                          STATION RECOVERY (2005)
 EZ1349
 EZ1349'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1349'SITE IS  NOW THE ELI WHITNEY RECREATION CENTER AT 4110 E.
 EZ1349'GREENSBORO-CHAPEL HILL ROAD. THE SCHOOL BUILDING HAS BEEN TORN DOWN,
 EZ1349'BUT THE GYMNASIUM REMAINS.
 EZ1349' 
 EZ1349'MEASURED FROM SE CORNER OF GYMNASIUM BUILDING, AND LINED UP WITH AN
 EZ1349'ALUM REF TAG ON A NEARBY POWER POLE. THE INDICATED AREA IS A SMALL
 EZ1349'ASPHALT PARKING PAD. I WAS UNABLE TO DETERMINE IF THE CONCRETE SLAB
 EZ1349'AND DISK ARE BENEATH THE PAVEMENT.
 EZ1349' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1350 ***********************************************************************
 EZ1350  DESIGNATION -  ALA 9
 EZ1350  PID         -  EZ1350
 EZ1350  STATE/COUNTY-  NC/ALAMANCE
 EZ1350  USGS QUAD   -  SAXAPAHAW (1977)
 EZ1350
 EZ1350                         *CURRENT SURVEY CONTROL
 EZ1350  ___________________________________________________________________
 EZ1350* NAD 83(1986)-  35 54 58.     (N)    079 18 25.     (W)     SCALED    
 EZ1350* NAVD 88     -       134.480  (meters)     441.21   (feet)  ADJUSTED  
 EZ1350  ___________________________________________________________________
 EZ1350  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EZ1350  DYNAMIC HT  -         134.368 (meters)     440.84  (feet)  COMP
 EZ1350  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 EZ1350
 EZ1350  VERT ORDER  -  SECOND    CLASS 0
 EZ1350
 EZ1350.The horizontal coordinates were scaled from a topographic map and have
 EZ1350.an estimated accuracy of +/- 6 seconds.
 EZ1350
 EZ1350.The orthometric height was determined by differential leveling
 EZ1350.and adjusted in June 1991.
 EZ1350
 EZ1350.The geoid height was determined by GEOID03.
 EZ1350
 EZ1350.The dynamic height is computed by dividing the NAVD 88
 EZ1350.geopotential number by the normal gravity value computed on the
 EZ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1350.degrees latitude (g = 980.6199 gals.).
 EZ1350
 EZ1350.The modeled gravity was interpolated from observed gravity values.
 EZ1350
 EZ1350;                    North         East    Units  Estimated Accuracy
 EZ1350;SPC NC       -   240,340.      581,900.      MT  (+/- 180 meters Scaled)
 EZ1350
 EZ1350                          SUPERSEDED SURVEY CONTROL
 EZ1350
 EZ1350  NGVD 29 (??/??/92)  134.728  (m)          442.02   (f) ADJ UNCH    2 0
 EZ1350
 EZ1350.Superseded values are not recommended for survey control.
 EZ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1350.See file dsdata.txt to determine how the superseded data were derived.
 EZ1350
 EZ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV527759(NAD 83)
 EZ1350_MARKER: DD = SURVEY DISK
 EZ1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1350_SP_SET: BRIDGE WINGWALL
 EZ1350_STAMPING: ALA 9 1973
 EZ1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1350+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 EZ1350
 EZ1350  HISTORY     - Date     Condition        Report By
 EZ1350  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1350  HISTORY     - 1985     GOOD             USPSQD
 EZ1350  HISTORY     - 20060421 GOOD             GEOCAC
 EZ1350
 EZ1350                          STATION DESCRIPTION
 EZ1350
 EZ1350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1350'2.3 MI SSE FROM SAXAPAHAW.
 EZ1350'TO REACH STATION FROM EAST END OF BRIDGE OVER HAW RIVER IN
 EZ1350'SAXAPAHAW, PROCEED SW ALONG SR 2171 FOR 0.4 MILES TO INTERSECTION
 EZ1350'WITH SR 2174, TURN LEFT AND CONTINUE SOUTH ALONG SR 2174 FOR
 EZ1350'2.05 MILES TO BRIDGE OVER ST. MARYS CREEK AND STATION IN NW
 EZ1350'WINGWALL, 0.7 MILES NORTH OF INTERSECTION WITH SR 1005 IN ELI
 EZ1350'WHITNEY COMMUNITY, 13.8 FT WSW OF C/L OF SR 2174, 4.5 FT E OF W
 EZ1350'END OF WINGWALL, 2.0 FT W OF N END OF W BRIDGE RAIL, AND 2.8 FT SW
 EZ1350'OF A METAL REFLECTOR POST.  DISK IS SET FLUSH IN DRILL HOLE IN
 EZ1350'CONCRETE WINGWALL.
 EZ1350
 EZ1350                          STATION RECOVERY (1985)
 EZ1350
 EZ1350'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1350'RECOVERED IN GOOD CONDITION.
 EZ1350
 EZ1350                          STATION RECOVERY (2006)
 EZ1350
 EZ1350'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1350'RECOVERED AS DESCRIBED. SR2174 IS WHITLEY ROAD.
 EZ1350' 
 EZ1350' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3027 ***********************************************************************
 EZ3027  DESIGNATION -  ALAMANCE
 EZ3027  PID         -  EZ3027
 EZ3027  STATE/COUNTY-  NC/ALAMANCE
 EZ3027  USGS QUAD   -  SAXAPAHAW (1977)
 EZ3027
 EZ3027                         *CURRENT SURVEY CONTROL
 EZ3027  ___________________________________________________________________
 EZ3027* NAD 83(2007)-  35 56 59.51944(N)    079 16 27.17576(W)     ADJUSTED  
 EZ3027* NAVD 88     -       219.9    (meters)     721.     (feet)  GPS OBS   
 EZ3027  ___________________________________________________________________
 EZ3027  EPOCH DATE  -        2002.00
 EZ3027  X           -     962,074.512 (meters)                     COMP
 EZ3027  Y           -  -5,079,105.677 (meters)                     COMP
 EZ3027  Z           -   3,723,801.122 (meters)                     COMP
 EZ3027  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 EZ3027  ELLIP HEIGHT-         189.457 (meters)          (02/10/07) ADJUSTED
 EZ3027  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EZ3027
 EZ3027  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ3027  Type    PID    Designation                      North   East  Ellip
 EZ3027  -------------------------------------------------------------------
 EZ3027  NETWORK EZ3027 ALAMANCE                          1.63   1.00   2.06
 EZ3027  -------------------------------------------------------------------
 EZ3027
 EZ3027.The horizontal coordinates were established by GPS observations
 EZ3027.and adjusted by the National Geodetic Survey in February 2007.
 EZ3027
 EZ3027.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ3027.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ3027.The horizontal coordinates are valid at the epoch date displayed above.
 EZ3027.The epoch date for horizontal control is a decimal equivalence
 EZ3027.of Year/Month/Day.
 EZ3027
 EZ3027.The orthometric height was determined by GPS observations and a
 EZ3027.high-resolution geoid model.
 EZ3027
 EZ3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ3027
 EZ3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3027
 EZ3027.The ellipsoidal height was determined by GPS observations
 EZ3027.and is referenced to NAD 83.
 EZ3027
 EZ3027.The geoid height was determined by GEOID03.
 EZ3027
 EZ3027;                    North         East     Units Scale Factor Converg.
 EZ3027;SPC NC       -   244,072.409   584,862.651   MT  0.99994670   -0 09 29.8
 EZ3027;SPC NC       -   800,760.90  1,918,836.88   sFT  0.99994670   -0 09 29.8
 EZ3027;UTM  17      - 3,979,764.342   655,646.619   MT  0.99989852   +1 00 48.1
 EZ3027
 EZ3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3027!SPC NC       -   0.99997027  x   0.99994670  =   0.99991697
 EZ3027!UTM  17      -   0.99997027  x   0.99989852  =   0.99986879
 EZ3027
 EZ3027:                Primary Azimuth Mark                     Grid Az
 EZ3027:SPC NC       -  ALAMANCE AZ MK                           064 43 53.3
 EZ3027:UTM  17      -  ALAMANCE AZ MK                           063 33 35.4
 EZ3027
 EZ3027|---------------------------------------------------------------------|
 EZ3027| PID    Reference Object                     Distance      Geod. Az  |
 EZ3027|                                                           dddmmss.s |
 EZ3027| EZ3032 ALAMANCE AZ MK                      APPROX. 0.5 KM 0643423.5 |
 EZ3027| EZ5846 ALAMANCE RM 1                        24.480 METERS 07350     |
 EZ3027| EZ2881 CHAPEL HILL TV STA WUNC TOWER       APPROX.13.4 KM 1333411.7 |
 EZ3027| EZ5847 ALAMANCE RM 2                        25.715 METERS 30938     |
 EZ3027|---------------------------------------------------------------------|
 EZ3027
 EZ3027                          SUPERSEDED SURVEY CONTROL
 EZ3027
 EZ3027  NAD 83(2001)-  35 56 59.51918(N)    079 16 27.17452(W) AD(       ) 1
 EZ3027  ELLIP H (03/13/03)  189.442  (m)                       GP(       ) 4 2
 EZ3027  NAD 83(1986)-  35 56 59.52242(N)    079 16 27.18686(W) AD(       ) 1
 EZ3027  NAD 83(1986)-  35 56 59.52242(N)    079 16 27.18686(W) AD(       ) 1
 EZ3027  NAD 27      -  35 56 59.01700(N)    079 16 28.13000(W) AD(       ) 1
 EZ3027  NGVD 29 (03/25/96)  220.1    (m)          722.     (f) GPS OBS     3  
 EZ3027
 EZ3027.Superseded values are not recommended for survey control.
 EZ3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3027.See file dsdata.txt to determine how the superseded data were derived.
 EZ3027
 EZ3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5564779764(NAD 83)
 EZ3027_MARKER: DS = TRIANGULATION STATION DISK
 EZ3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ3027_STAMPING: ALAMANCE 1954
 EZ3027_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3027+STABILITY: SURFACE MOTION
 EZ3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3027+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 EZ3027
 EZ3027  HISTORY     - Date     Condition        Report By
 EZ3027  HISTORY     - 1954     MONUMENTED       CGS
 EZ3027  HISTORY     - 1962     GOOD             CGS
 EZ3027  HISTORY     - 1982     GOOD             NCGS
 EZ3027  HISTORY     - 19920128 GOOD             NCGS
 EZ3027  HISTORY     - 20051125 GOOD             GEOCAC
 EZ3027
 EZ3027                          STATION DESCRIPTION
 EZ3027
 EZ3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 EZ3027'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GRAHAM AND 3 MILES
 EZ3027'EAST OF SAXAPAHAW ON THE HIGHEST POINT OF A WOODED HILL AND IS ON
 EZ3027'PROPERTY OWNED BY MR. T. STRINGO.  IT IS 15 FEET EAST OF A 10 INCH
 EZ3027'OAK TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 6 FEET WEST OF
 EZ3027'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 EZ3027'DISK IS STAMPED ALAMANCE 1954.
 EZ3027'
 EZ3027'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL, 40 FEET
 EZ3027'EAST OF A 30 INCH OAK TREE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 EZ3027'THE DISK IS STAMPED ALAMANCE NO 1 1954.
 EZ3027'
 EZ3027'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF A 12 INCH OAK TREE WITH
 EZ3027'A TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK PROJECTS ABOUT 2
 EZ3027'INCHES AND THE DISK IS STAMPED ALAMANCE NO 2 1954.
 EZ3027'
 EZ3027'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 4 FEET
 EZ3027'WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MARK
 EZ3027'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ALAMANCE 1954.
 EZ3027'
 EZ3027'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 54 AND 119,
 EZ3027'ABOUT 4 MILES SOUTHEAST OF GRAHAM, GO SOUTHEAST ON HIGHWAY 54 FOR
 EZ3027'7.5 MILES TO A PAVED CROSSROAD AND A DIRT ROAD SOUTHWEST, THIS IS
 EZ3027'KNOWN LOCALLY AS FIVE POINTS, TURN RIGHT AND GO WEST ON PAVED ROAD
 EZ3027'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT OPPOSITE A LARGE FRAME
 EZ3027'HOUSE.  CONTINUE WEST ON PAVED ROAD FOR 0.15 MILE TO A LAKE ON THE
 EZ3027'RIGHT AND AN OLD CHIMNEY ON THE LEFT AND A FARM LANE TO FIELD ON
 EZ3027'LEFT, TURN LEFT INTO FIELD, THEN BEAR RIGHT AND GO SOUTHWESTERLY
 EZ3027'AROUND EDGE OF FIELD SKIRTING WOODS FOR 0.2 MILE TO WIRE GATE AND
 EZ3027'WOODS ROAD, CONTINUE SOUTHWESTERLY UP HILL THROUGH WOODS FOR
 EZ3027'0.1 MILE TO FORK, BEAR RIGHT AND GO SOUTHWEST FOR ABOUT 100 FEET
 EZ3027'TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 EZ3027'
 EZ3027'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3027
 EZ3027                          STATION RECOVERY (1962)
 EZ3027
 EZ3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3027'STATION RECOVERED, ALL MARKS FOUND AND ARE IN GOOD CONDITION.
 EZ3027'LOCATION OF THE STATION IS ADEQUATE.
 EZ3027'
 EZ3027'THE PROPERTY ON WHICH THE STATION IS ESTABLISHED IS NOW OWNED BY A
 EZ3027'MR. ROBERT PATTERSON AND PART OF THE ROUTE TO THE STATION IS ACROSS
 EZ3027'PROPERTY OWNED BY A MR. FRANK WOODIE.
 EZ3027'
 EZ3027'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 EZ3027'
 EZ3027'STATION IS REACHED FROM THE TOWN HALL IN CARRBORO.  GO WEST AND
 EZ3027'NORTHWEST ON STATE HIGHWAY 54 FOR 11.5 MILES TO A MACADAM CROSSROAD
 EZ3027'AND A GRAVELED ROAD HEADED SOUTHEAST.  THIS POINT IS LOCALLY KNOWN
 EZ3027'AS 5-POINTS.  TURN LEFT AND FOLLOW A MACADAM ROAD, COUNTY ROAD
 EZ3027'1946, TOWARD SAXAPAHAW, FOR 0.7 MILE TO A LARGE FRAME HOUSE ON THE
 EZ3027'RIGHT A AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EZ3027'STRAIGHT AHEAD, ON THE MACADAM ROAD FOR 0.2 MILE TO A SMALL LAKE
 EZ3027'ON THE RIGHT AND AN ENTRANCE TO A FIELD ON THE LEFT.  TURN LEFT
 EZ3027'INTO THE FIELD AND CONTINUE ON A FIELD ROAD, KEEPING ALONG THE
 EZ3027'EAST EDGE OF TIMBER FOR 0.2 MILE TO A WIRE GATE AND ENTRANCE INTO
 EZ3027'TIMBER.  PASS THROUGH THE GATE AND CONTINUE ON A WOODS ROAD,
 EZ3027'UPHILL FOR 0.1 MILE TO A DIM FORK AND STATION ABOUT 70 FEET WEST
 EZ3027'NORTHWEST OF THIS POINT.
 EZ3027'
 EZ3027'A METAL WITNESS POST HAS BEEN SET 2.6 FEET NORTHWEST OF THE STATION
 EZ3027'MARK.
 EZ3027
 EZ3027                          STATION RECOVERY (1982)
 EZ3027
 EZ3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ3027'THE STATION WAS RECOVERED AT THIS DATE.
 EZ3027'REFERENCE MARK NO 2 AND AZIMUTH MARK WERE ALSO RECOVERED AS
 EZ3027'DESCRIBED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EZ3027'
 EZ3027'THE STATION IS LOCATED ABOUT 2.6 MILES EAST OF SAXAPAHAW.
 EZ3027'
 EZ3027'TO REACH THE STATION FROM THE INTERSECTION OF SR 2158 AND SR 2146
 EZ3027'AT THE NORTH END OF THE HAW RIVER BRIDGE IN SAXAPAHAW, PROCEED EAST
 EZ3027'ALONG SR 2146 FOR 2.65 MILES, THENCE SOUTH ALONG SR 2145 FOR 0.3
 EZ3027'MILE TO GRAVEL DRIVE SOUTHEAST LEADING TO TOP OF HILL AND STATION
 EZ3027'IN FRONT YARD OF PATTERSON RESIDENCE.
 EZ3027'
 EZ3027'THE STATION IS A STANDARD CGS DISK
 EZ3027'STAMPED---ALAMANCE 1954---,
 EZ3027'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 EZ3027'30 CM ON SIDE PROJECTING 20 CM ABOVE GROUND.  LOCATED
 EZ3027'8.7 METERS (28.5 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF BRICK
 EZ3027'HOUSE,
 EZ3027'27.8 METERS (91.3 FT) NORTH FROM THE SOUTHWEST CORNER OF BRICK
 EZ3027'HOUSE,
 EZ3027'10.4 METERS (34.0 FT) SOUTH FROM A 14 INCH OAK IN YARD, AND
 EZ3027'11.9 METERS (38.9 FT) EAST-NORTHEAST FROM A 12 INCH OAK IN YARD.
 EZ3027'
 EZ3027'REFERENCE MARK 2, STAMPED---ALAMANCE NO 2 1954---, IS A STANDARD
 EZ3027'DISK SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 CM ABOVE
 EZ3027'THE GROUND.  LOCATED 2.9 METERS (9.6 FT) SOUTH-SOUTHEAST OF A 24
 EZ3027'INCH OAK, 15.3 METERS (50.1 FT) SOUTH OF SOUTH CORNER OF GREEN
 EZ3027'HOUSE, 29.4 METERS (96.5 FT) NORTHWEST OF NORTHWEST CORNER OF BRICK
 EZ3027'HOUSE, AND 20.9 METERS (68.4 FT) NORTHEAST OF GRAVEL DRIVE.
 EZ3027'
 EZ3027'AZIMUTH MARK, STAMPED---ALAMANCE 1954---, IS SET IN THE TOP OF A
 EZ3027'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  LOCATED
 EZ3027'7.8 METERS (25.6 FT) SOUTH OF THE CENTER OF THE ROAD, 13.1 METERS
 EZ3027'(43.0 FT) SOUTHWEST OF THE CENTERLINE INTERSECTION OF SR 2145 AND
 EZ3027'A CONCRETE DRIVE NORTH, 7.3 METERS (23.9 FT) WEST OF A TWIN-TRUNK
 EZ3027'ELM WITH A REFERENCE TAG, AND 0.4 METERS (1.2 FT) NORTH OF A WITNESS
 EZ3027'POST.
 EZ3027
 EZ3027                          STATION RECOVERY (1992)
 EZ3027
 EZ3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ3027'RECOVERED IN GOOD CONDITION AS DESCRIBED. REFERENCE MARK NO 1 HAD BEEN
 EZ3027'PREVIOUSLY DESTROYED BY OWNER.
 EZ3027
 EZ3027                          STATION RECOVERY (2005)
 EZ3027
 EZ3027'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ3027'TO REACH FROM THE ALAMANCE-ORANGE COUNTY LINE ALONG SR2145 (SAXAPAHAW
 EZ3027'BETHLEHEM RD), PROCEED WESTERLY ON SR2146 FOR 0.2 MILES TO AZMIUTH
 EZ3027'MARK ON LEFT. CONTINUE ANOTHER 0.5 MILES WEST AND TURN LEFT ONTO THOM
 EZ3027'ROAD (SR2145). GO 0.2 MILES AND TURN LEFT ONTO THE GRAVEL DRIVEWAY TO
 EZ3027'HOUSE NO. 6138. FOLLOW DRIVEWAY 0.1 MILE TO TOP OF HILL AND STATION,
 EZ3027'AS PREVIOUSLY DESCRIBED.
 EZ3027' 
 EZ3027'AZMIUTH CONDITION IS GOOD. RM1 REPORTED DESTROYED. RM2 RECOVERED IN
 EZ3027'GOOD CONDITION AT HH2 GPS COORDINATES
 EZ3027'N35 54 01.8, W079 16 28.02.
 EZ3027' 
 EZ3027' 
 EZ3027' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3851 ***********************************************************************
 EZ3851  DESIGNATION -  ALAMANCE
 EZ3851  PID         -  EZ3851
 EZ3851  STATE/COUNTY-  NC/GUILFORD
 EZ3851  USGS QUAD   -  CLIMAX (1982)
 EZ3851
 EZ3851                         *CURRENT SURVEY CONTROL
 EZ3851  ___________________________________________________________________
 EZ3851* NAD 83(2001)-  35 58 50.82640(N)    079 44 10.23282(W)     ADJUSTED  
 EZ3851* NAVD 88     -       233.3    (meters)     765.     (feet)  VERTCON   
 EZ3851  ___________________________________________________________________
 EZ3851  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 EZ3851  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3851  HORZ ORDER  -  SECOND
 EZ3851
 EZ3851.The horizontal coordinates were established by classical geodetic methods
 EZ3851.and adjusted by the National Geodetic Survey in August 2005.
 EZ3851
 EZ3851.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3851
 EZ3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3851
 EZ3851.The geoid height was determined by GEOID03.
 EZ3851
 EZ3851;                    North         East     Units Scale Factor Converg.
 EZ3851;SPC NC       -   247,714.913   543,212.499   MT  0.99995342   -0 25 29.6
 EZ3851;SPC NC       -   812,711.34  1,782,189.67   sFT  0.99995342   -0 25 29.6
 EZ3851;UTM  17      - 3,982,555.581   613,935.984   MT  0.99975995   +0 44 33.3
 EZ3851
 EZ3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3851!SPC NC       -   0.99996817  x   0.99995342  =   0.99992159
 EZ3851!UTM  17      -   0.99996817  x   0.99975995  =   0.99972812
 EZ3851
 EZ3851:                Primary Azimuth Mark                     Grid Az
 EZ3851:SPC NC       -  GARDEN RESET                             014 23 33.5
 EZ3851:UTM  17      -  GARDEN RESET                             013 13 30.6
 EZ3851
 EZ3851|---------------------------------------------------------------------|
 EZ3851| PID    Reference Object                     Distance      Geod. Az  |
 EZ3851|                                                           dddmmss.s |
 EZ3851| AB6842 GARDEN RESET                        APPROX. 0.5 KM 0135803.9 |
 EZ3851| EZ3850 HAG STO                             APPROX. 2.8 KM 1243455.8 |
 EZ3851|---------------------------------------------------------------------|
 EZ3851
 EZ3851                          SUPERSEDED SURVEY CONTROL
 EZ3851
 EZ3851  NAD 83(1986)-  35 58 50.82999(N)    079 44 10.23721(W) AD(       ) 2
 EZ3851  NAD 27      -  35 58 50.34193(N)    079 44 11.13696(W) AD(       ) 2
 EZ3851  NGVD 29 (07/19/86)  233.5    (m)          766.     (f) VERT ANG    3  
 EZ3851
 EZ3851.Superseded values are not recommended for survey control.
 EZ3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3851.See file dsdata.txt to determine how the superseded data were derived.
 EZ3851
 EZ3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1393682556(NAD 83)
 EZ3851_MARKER: DE = TRAVERSE STATION DISK
 EZ3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3851_STAMPING: ALAMANCE 1975
 EZ3851_MARK LOGO: NCGS  
 EZ3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3851+STABILITY: SURFACE MOTION
 EZ3851
 EZ3851  HISTORY     - Date     Condition        Report By
 EZ3851  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3851
 EZ3851                          STATION DESCRIPTION
 EZ3851
 EZ3851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3851'ALAMANCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3851'IN THE VICINITY OF PLEASANT GARDEN, NORTH CAROLINA.
 EZ3851'
 EZ3851'ALAMANCE IS LOCATED APPROXIMATELY 1.9 MILES NE OF PLEASANT GARDEN,
 EZ3851'AND 7.1 MILES SSE OF GREENSBORO.  TO REACH STATION FROM
 EZ3851'INTERSECTION OF U.S. 421 WITH NC 22 SOUTH OF GREENSBORO, PROCEED
 EZ3851'SE ALONG U.S. 421 FOR 1.45 MILES TO STATION ON RIGHT, 4 FEET WEST
 EZ3851'OF METAL GUARD RAIL, AND 0.35 MILE SE OF T INTERSECTION WITH SR
 EZ3851'3418 SOUTH.
 EZ3851'
 EZ3851'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3851'ALAMANCE 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT,
 EZ3851'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3851'
 EZ3851'MARK IS 30.3 FT WSW OF C/L OF U.S. 421 SOUTH BOUND LANE
 EZ3851'
 EZ3851'13.4 FT S OF A GUARD RAIL SUPPORT POST (PAINTED YELLOW TOP)
 EZ3851'
 EZ3851'13.9 FT NW OF GUARD RAIL SUPPORT POST (PAINTED YELLOW TOP)
 EZ3851'
 EZ3851'64.7 FT NE OF 8 IN BLACK OAK WITH ALUMINUM REF. TAG
 EZ3851'
 EZ3851'68.1 FT E OF 14 IN PINE WITH ALUMINUM REF. TAG
 EZ3851'
 EZ3851'80.8 FT N OF 12 IN PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3032 ***********************************************************************
 EZ3032  DESIGNATION -  ALAMANCE AZ MK
 EZ3032  PID         -  EZ3032
 EZ3032  STATE/COUNTY-  NC/ALAMANCE
 EZ3032  USGS QUAD   -  SAXAPAHAW (1977)
 EZ3032
 EZ3032                         *CURRENT SURVEY CONTROL
 EZ3032  ___________________________________________________________________
 EZ3032* NAD 83(2001)-  35 57 06.98927(N)    079 16 07.84829(W)     ADJUSTED  
 EZ3032* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 EZ3032  ___________________________________________________________________
 EZ3032  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 EZ3032  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 EZ3032  HORZ ORDER  -  SECOND
 EZ3032
 EZ3032.The horizontal coordinates were established by classical geodetic methods
 EZ3032.and adjusted by the National Geodetic Survey in August 2005.
 EZ3032
 EZ3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3032
 EZ3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3032
 EZ3032.The geoid height was determined by GEOID03.
 EZ3032
 EZ3032;                    North         East     Units Scale Factor Converg.
 EZ3032;SPC NC       -   244,301.304   585,347.619   MT  0.99994714   -0 09 18.6
 EZ3032;SPC NC       -   801,511.86  1,920,427.98   sFT  0.99994714   -0 09 18.6
 EZ3032;UTM  17      - 3,980,003.095   656,126.782   MT  0.99990036   +1 00 59.7
 EZ3032
 EZ3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3032!SPC NC       -   0.99997660  x   0.99994714  =   0.99992374
 EZ3032!UTM  17      -   0.99997660  x   0.99990036  =   0.99987696
 EZ3032
 EZ3032:                Primary Azimuth Mark                     Grid Az
 EZ3032:SPC NC       -  ALAMANCE                                 244 43 53.4
 EZ3032:UTM  17      -  ALAMANCE                                 243 33 35.1
 EZ3032
 EZ3032|---------------------------------------------------------------------|
 EZ3032| PID    Reference Object                     Distance      Geod. Az  |
 EZ3032|                                                           dddmmss.s |
 EZ3032| EZ3027 ALAMANCE                            APPROX. 0.5 KM 2443434.8 |
 EZ3032| EZ3031 TURN                                236.082 METERS 28319     |
 EZ3032|---------------------------------------------------------------------|
 EZ3032
 EZ3032                          SUPERSEDED SURVEY CONTROL
 EZ3032
 EZ3032  NAD 83(1986)-  35 57 06.99282(N)    079 16 07.85979(W) AD(       ) 2
 EZ3032  NAD 27      -  35 57 06.48736(N)    079 16 08.79680(W) AD(       ) 2
 EZ3032  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG    3  
 EZ3032
 EZ3032.Superseded values are not recommended for survey control.
 EZ3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3032.See file dsdata.txt to determine how the superseded data were derived.
 EZ3032
 EZ3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5612780003(NAD 83)
 EZ3032_MARKER: DZ = AZIMUTH MARK DISK
 EZ3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ3032_STAMPING: ALAMANCE 1954
 EZ3032_MARK LOGO: CGS   
 EZ3032_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3032+STABILITY: SURFACE MOTION
 EZ3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3032+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 EZ3032
 EZ3032  HISTORY     - Date     Condition        Report By
 EZ3032  HISTORY     - 1954     MONUMENTED       CGS
 EZ3032  HISTORY     - 1969     GOOD             CGS
 EZ3032  HISTORY     - 1983     GOOD             NCGS
 EZ3032  HISTORY     - 19920128 GOOD             NCGS
 EZ3032  HISTORY     - 20051125 GOOD             GEOCAC
 EZ3032
 EZ3032                          STATION DESCRIPTION
 EZ3032
 EZ3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WCF)
 EZ3032'ALAMANCE, RM 1, RM 2, AZ. MARK ALL RECOVERED IN GOOD CONDITION.
 EZ3032
 EZ3032                          STATION RECOVERY (1983)
 EZ3032
 EZ3032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ3032'THE STATION WAS RECOVERED AT THIS DATE.
 EZ3032'STATION IS IN GOOD CONDITION, A COMPLETE NEW DESCRIPTION FOLLOWS.
 EZ3032'
 EZ3032'STATION IS LOCATED ABOUT 3.0 MILES EAST OF SAXAPAHAW AND
 EZ3032'6.9 MILES SOUTHEAST OF SWEPSONVILLE.
 EZ3032'
 EZ3032'ALONG SR 2146, 3.15 MILES EAST OF THE NORTH END OF BRIDGE OVER HAW
 EZ3032'RIVER (IN SAXAPAHAW), OR 0.25 MILE WEST OF ORANGE-ALAMANCE COUNTY
 EZ3032'LINE, ON BANK ACROSS ROAD FROM WEST END OF A LARGE POND.
 EZ3032'
 EZ3032'THE STATION IS A STANDARD CGS AZIMUTH DISK
 EZ3032'STAMPED---ALAMANCE 1954---,
 EZ3032'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 EZ3032'30 CM ACROSS A SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED
 EZ3032'7.8 METERS (25.6 FT) SOUTH OF CENTERLINE OF ROAD,
 EZ3032'13.1 METERS (43.0 FT) SOUTHWEST OF CENTERLINE INTERSECTION OF ROAD
 EZ3032'AND CONCRETE DRIVE NORTH,
 EZ3032'0.4 METER (1.2 FT) NORTH OF FENCE,
 EZ3032'0.4 METER (1.2 FT) NORTH OF WITNESS POST AND
 EZ3032'7.3 METERS (23.9 FT) WEST OF TWIN TRUNK ELM WITH REFERENCE TAG.
 EZ3032'
 EZ3032'STATION IS CGS AZ MK.
 EZ3032
 EZ3032                          STATION RECOVERY (1992)
 EZ3032
 EZ3032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ3032'RECOVERED AS DESCRIBED.  FENCE AND WITNESS POST ARE GONE.  MARK IS
 EZ3032'24.8 FT (7.6 M) WEST OF THE TWIN-TRUNK WITH A REFERENCE TAG.
 EZ3032
 EZ3032                          STATION RECOVERY (2005)
 EZ3032
 EZ3032'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ3032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1022 ***********************************************************************
 EZ1022  DESIGNATION -  ALAMO
 EZ1022  PID         -  EZ1022
 EZ1022  STATE/COUNTY-  NC/WAKE
 EZ1022  USGS QUAD   -  LAKE WHEELER (1993)
 EZ1022
 EZ1022                         *CURRENT SURVEY CONTROL
 EZ1022  ___________________________________________________________________
 EZ1022* NAD 83(2001)-  35 39 20.90453(N)    078 42 19.70524(W)     ADJUSTED  
 EZ1022* NAVD 88     -       117.722  (meters)     386.23   (feet)  ADJUSTED  
 EZ1022  ___________________________________________________________________
 EZ1022  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 EZ1022  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ1022  DYNAMIC HT  -         117.619 (meters)     385.89  (feet)  COMP
 EZ1022  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 EZ1022
 EZ1022  HORZ ORDER  -  SECOND
 EZ1022  VERT ORDER  -  SECOND    CLASS 0
 EZ1022
 EZ1022.The horizontal coordinates were established by classical geodetic methods
 EZ1022.and adjusted by the National Geodetic Survey in August 2005.
 EZ1022
 EZ1022.The orthometric height was determined by differential leveling
 EZ1022.and adjusted in June 1991.
 EZ1022
 EZ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1022
 EZ1022.The geoid height was determined by GEOID03.
 EZ1022
 EZ1022.The dynamic height is computed by dividing the NAVD 88
 EZ1022.geopotential number by the normal gravity value computed on the
 EZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1022.degrees latitude (g = 980.6199 gals.).
 EZ1022
 EZ1022.The modeled gravity was interpolated from observed gravity values.
 EZ1022
 EZ1022;                    North         East     Units Scale Factor Converg.
 EZ1022;SPC NC       -   211,452.920   636,268.937   MT  0.99989739   +0 10 12.0
 EZ1022;SPC NC       -   693,741.79  2,087,492.34   sFT  0.99989739   +0 10 12.0
 EZ1022;UTM  17      - 3,948,198.680   707,713.028   MT  1.00013169   +1 20 16.8
 EZ1022
 EZ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1022!SPC NC       -   0.99998668  x   0.99989739  =   0.99988407
 EZ1022!UTM  17      -   0.99998668  x   1.00013169  =   1.00011837
 EZ1022
 EZ1022:                Primary Azimuth Mark                     Grid Az
 EZ1022:SPC NC       -  SIESTA                                   018 19 20.7
 EZ1022:UTM  17      -  SIESTA                                   017 09 15.9
 EZ1022
 EZ1022|---------------------------------------------------------------------|
 EZ1022| PID    Reference Object                     Distance      Geod. Az  |
 EZ1022|                                                           dddmmss.s |
 EZ1022| EZ1021 SIESTA                              APPROX. 0.8 KM 0182932.7 |
 EZ1022| EZ1023 HOLDING                             APPROX. 0.5 KM 1932003.6 |
 EZ1022|---------------------------------------------------------------------|
 EZ1022
 EZ1022                          SUPERSEDED SURVEY CONTROL
 EZ1022
 EZ1022  NAD 83(1986)-  35 39 20.90787(N)    078 42 19.71706(W) AD(       ) 2
 EZ1022  NAD 27      -  35 39 20.35135(N)    078 42 20.68947(W) AD(       ) 2
 EZ1022  NGVD 29 (??/??/92)  117.991  (m)          387.11   (f) ADJ UNCH    2 0
 EZ1022
 EZ1022.Superseded values are not recommended for survey control.
 EZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1022.See file dsdata.txt to determine how the superseded data were derived.
 EZ1022
 EZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0771348199(NAD 83)
 EZ1022_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1022_STAMPING: ALAMO 1967
 EZ1022_MARK LOGO: NCGS  
 EZ1022_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1022+STABILITY: SURFACE MOTION
 EZ1022
 EZ1022  HISTORY     - Date     Condition        Report By
 EZ1022  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1022  HISTORY     - 1973     GOOD             NCGS
 EZ1022  HISTORY     - 1973     GOOD             NCGS
 EZ1022  HISTORY     - 1987     GOOD             USPSQD
 EZ1022  HISTORY     - 19900509 SEE DESCRIPTION  NCGS
 EZ1022  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 EZ1022
 EZ1022                          STATION DESCRIPTION
 EZ1022
 EZ1022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1022'ALAMO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1022'THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ1022'
 EZ1022'ALAMO IS LOCATED APPROXIMATELY 9.3 MILES SSW OF RALEIGH.  TO
 EZ1022'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND U.S.
 EZ1022'401.  GO SOUTH ON U.S. 401 FOR 0.75 MILE TO STATION, WHICH IS
 EZ1022'LOCATED 0.15 MILE NORTH OF INTERSECTION OF SR 1390 AND U.S. 401,
 EZ1022'ON WEST BANK OF U.S. 401 SOUTH BOUND LANE ON TOP OF 3 FT
 EZ1022'CUT.  AND 3 FT WEST OF EAST EDGE OF CUT.
 EZ1022'
 EZ1022'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1022'ALAMO 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1022'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1022'
 EZ1022'MARK IS
 EZ1022'
 EZ1022'47.3 FT W OF C/L OF U.S. 401 S BOUND LANE
 EZ1022'
 EZ1022'17.3 FT WSW OF END OF CONCRETE SPILLWAY
 EZ1022'
 EZ1022'30.6 FT NW OF CENTER OF STORM DRAIN COVER
 EZ1022'
 EZ1022'13.3 FT N OF PP WITH ALUMINUM REF. TAG
 EZ1022'
 EZ1022'30.5 FT NE OF 3 INCH PINE WITH ALUMINUM REF. TAG
 EZ1022'
 EZ1022'30.7 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG
 EZ1022
 EZ1022                          STATION RECOVERY (1973)
 EZ1022
 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1022'7.3 MI NE FROM FUQUAY VARINA.
 EZ1022'ALAMO IS LOCATED APPROXIMATELY 9.3 MILES SSW OF CAPITOL SQUARE
 EZ1022'IN RALEIGH.  TO REACH STATION FROM THE INTERSECTION OF U.S. 401,
 EZ1022'NC 55, AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA,
 EZ1022'PROCEED NE ALONG U.S. 401 FOR 05.2 MILES TO STATION ON THE LEFT,
 EZ1022'ON TOP OF A 5 FT CUT, 0.15 MILES NORTH OF SR 1390, 0.75 MILES
 EZ1022'SOUTH OF MC CULLERS CROSSROADS, 47.3 FT W OF C/L OF S BOUND
 EZ1022'LANE, 30.6 FT NW OF CENTER OF CONCRETE DRAINAGE COVER, 17.3
 EZ1022'FT WSW OF END OF CONCRETE SPILLWAY, 13.3 FT N OF PP WITH ALUMINUM
 EZ1022'REF. TAG, AND 30.5 FT NE OF 4 IN PINE WITH ALUMINUM REF. TAG.
 EZ1022'DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE
 EZ1022'GROUND.
 EZ1022
 EZ1022                          STATION RECOVERY (1973)
 EZ1022
 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1022'LOCATED APPROXIMATELY 9.3 MILES SSW OF CAPITOL SQUARE IN RALEIGH.  TO
 EZ1022'REACH STATION FROM THE INTERSECTION OF US 401, NC 55, AND NC 42
 EZ1022'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401
 EZ1022'FOR 05.2 MILES TO STATION ON THE LEFT, ON TOP OF A 5 FT. CUT, 0.15
 EZ1022'MILES NORTH OF SR 1390, 0.75 MILES SOUTH OF MCCULLERS CROSSROADS. 47.3
 EZ1022'FT. W OF C/L OF S BOUND LANE, 30.6 FT. NW OF CENTER OF CONCRETE
 EZ1022'DRAINAGE COVER, 17.3 FT. WSW OF END OF CONCRETE SPILLWAY, 13.3 FT. N
 EZ1022'OF PP WITH ALUMINUM REF. TAG, AND 30.5 FT. NE OF 4 IN. PINE WITH
 EZ1022'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE
 EZ1022'SURFACE OF THE GROUND.
 EZ1022
 EZ1022                          STATION RECOVERY (1987)
 EZ1022
 EZ1022'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ1022'RECOVERED IN GOOD CONDITION.
 EZ1022
 EZ1022                          STATION RECOVERY (1990)
 EZ1022
 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EZ1022'FOUND DESTROYED.  TOP OF MARK MISSING DISK RECLAIMED THIS DATE.
 EZ1022
 EZ1022                          STATION RECOVERY (2004)
 EZ1022
 EZ1022'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5361 ***********************************************************************
 EZ5361  DESIGNATION -  ALAMO
 EZ5361  PID         -  EZ5361
 EZ5361  STATE/COUNTY-  NC/DURHAM
 EZ5361  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5361
 EZ5361                         *CURRENT SURVEY CONTROL
 EZ5361  ___________________________________________________________________
 EZ5361* NAD 83(2001)-  35 55 55.70510(N)    078 48 33.19258(W)     ADJUSTED  
 EZ5361* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 EZ5361  ___________________________________________________________________
 EZ5361  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 EZ5361  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EZ5361  HORZ ORDER  -  SECOND
 EZ5361
 EZ5361.The horizontal coordinates were established by classical geodetic methods
 EZ5361.and adjusted by the National Geodetic Survey in August 2005.
 EZ5361
 EZ5361.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5361
 EZ5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5361
 EZ5361.The geoid height was determined by GEOID03.
 EZ5361
 EZ5361;                    North         East     Units Scale Factor Converg.
 EZ5361;SPC NC       -   242,088.029   626,816.366   MT  0.99994298   +0 06 36.4
 EZ5361;SPC NC       -   794,250.48  2,056,480.03   sFT  0.99994298   +0 06 36.4
 EZ5361;UTM  17      - 3,978,639.758   697,633.920   MT  1.00008131   +1 17 09.7
 EZ5361
 EZ5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5361!SPC NC       -   0.99998470  x   0.99994298  =   0.99992768
 EZ5361!UTM  17      -   0.99998470  x   1.00008131  =   1.00006600
 EZ5361
 EZ5361:                Primary Azimuth Mark                     Grid Az
 EZ5361:SPC NC       -  LOG CABIN                                131 46 34.9
 EZ5361:UTM  17      -  LOG CABIN                                130 36 01.6
 EZ5361
 EZ5361|---------------------------------------------------------------------|
 EZ5361| PID    Reference Object                     Distance      Geod. Az  |
 EZ5361|                                                           dddmmss.s |
 EZ5361| EZ5378 LOG CABIN                           APPROX. 1.8 KM 1315311.3 |
 EZ5361|---------------------------------------------------------------------|
 EZ5361
 EZ5361                          SUPERSEDED SURVEY CONTROL
 EZ5361
 EZ5361  NAD 83(1986)-  35 55 55.71242(N)    078 48 33.19864(W) AD(       ) 2
 EZ5361  NAD 27      -  35 55 55.19050(N)    078 48 34.17569(W) AD(       ) 2
 EZ5361  NGVD 29 (07/19/86)  129.6    (m)          425.     (f) VERT ANG    3  
 EZ5361
 EZ5361.Superseded values are not recommended for survey control.
 EZ5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5361.See file dsdata.txt to determine how the superseded data were derived.
 EZ5361
 EZ5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9763478640(NAD 83)
 EZ5361_MARKER: DE = TRAVERSE STATION DISK
 EZ5361_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5361_STAMPING: ALAMO 1961
 EZ5361_MARK LOGO: NCGS  
 EZ5361_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5361
 EZ5361  HISTORY     - Date     Condition        Report By
 EZ5361  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5361  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ5361
 EZ5361                          STATION DESCRIPTION
 EZ5361
 EZ5361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5361'ALAMO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5361'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5361'
 EZ5361'ALAMO IS LOCATED APPROXIMATELY 4.4 MILES NORTHWEST OF
 EZ5361'RALEIGH-DURHAM AIRPORT AND 6.7 MILES SOUTHWEST OF DURHAM, N.C.  TO
 EZ5361'REACH STATION PROCEED FROM THE INTERSECTION OF RALEIGH-DURHAM
 EZ5361'AIRPORT RD. (SR 1002) AND U.S. 70 NORTHWEST ON U.S. 70 FOR
 EZ5361'3.3 MILES TO STATION.  THE STATION IS LOCATED ON THE NORTHWEST
 EZ5361'END OF MEDIAN.  BETWEEN A 6 POST DUKE MOTEL SIGN NORTHEAST OF
 EZ5361'U.S. 70 AND A 4 POST PEPSI COLA SIGN ON SOUTHWEST SIDE OF
 EZ5361'U.S. 70.  AND NORTHEAST OF A SOIL FARM ROAD INTERSECTION WITH
 EZ5361'E BOUND LANE OF U.S. 70.
 EZ5361'
 EZ5361'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE
 EZ5361'DISK, STAMPED ALAMO 1961, WHICH IS 1 INCH BELOW THE SURFACE
 EZ5361'OF THE GROUND.
 EZ5361'
 EZ5361'MARK IS
 EZ5361'
 EZ5361'32.35 FT SW OF C/L OF W BOUND LANE OF U.S. 70
 EZ5361'
 EZ5361'19.7 FT NE OF C/L OF E BOUND LANE OF U.S. 70
 EZ5361'
 EZ5361'12.1 FT SE OF REFLECTOR POST ON SE SIDE OF CROSSOVER
 EZ5361'
 EZ5361'31.65 FT SE OF C/L OF CROSSOVER
 EZ5361'
 EZ5361'54.75 FT SW OF TRAFFIC DIRECTION SIGN WITH ALUMINUM REF. TAG
 EZ5361
 EZ5361                          STATION RECOVERY (1986)
 EZ5361
 EZ5361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5361'USED EDM IN SEARCH AND FOUND BOTTOM OF MONUMENT.  MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5661 ***********************************************************************
 EY5661  DESIGNATION -  ALAN
 EY5661  PID         -  EY5661
 EY5661  STATE/COUNTY-  NC/WASHINGTON
 EY5661  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY5661
 EY5661                         *CURRENT SURVEY CONTROL
 EY5661  ___________________________________________________________________
 EY5661* NAD 83(2001)-  35 47 21.99757(N)    076 43 03.53914(W)     ADJUSTED  
 EY5661* NAVD 88     -         7.0    (meters)      23.     (feet)  VERT ANG  
 EY5661  ___________________________________________________________________
 EY5661  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 EY5661  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 EY5661  HORZ ORDER  -  SECOND
 EY5661
 EY5661.The horizontal coordinates were established by classical geodetic methods
 EY5661.and adjusted by the National Geodetic Survey in August 2005.
 EY5661
 EY5661.The orthometric height was determined by vertical angle observations.
 EY5661
 EY5661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5661
 EY5661.The geoid height was determined by GEOID03.
 EY5661
 EY5661;                    North         East     Units Scale Factor Converg.
 EY5661;SPC NC       -   228,611.114   815,896.568   MT  0.99991652   +1 19 02.3
 EY5661;SPC NC       -   750,034.96  2,676,820.66   sFT  0.99991652   +1 19 02.3
 EY5661;UTM  18      - 3,961,956.027   344,774.430   MT  0.99989691   -1 00 16.9
 EY5661
 EY5661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5661!SPC NC       -   1.00000467  x   0.99991652  =   0.99992119
 EY5661!UTM  18      -   1.00000467  x   0.99989691  =   0.99990158
 EY5661
 EY5661                          SUPERSEDED SURVEY CONTROL
 EY5661
 EY5661  NAD 83(1986)-  35 47 22.00922(N)    076 43 03.54924(W) AD(       ) 2
 EY5661  NGVD 29 (12/10/90)    7.3    (m)           24.     (f) VERT ANG    3  
 EY5661
 EY5661.Superseded values are not recommended for survey control.
 EY5661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5661.See file dsdata.txt to determine how the superseded data were derived.
 EY5661
 EY5661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4477461956(NAD 83)
 EY5661_MARKER: DH = HORIZONTAL CONTROL DISK
 EY5661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5661_STAMPING: ALAN 1978
 EY5661_MARK LOGO: NCGS  
 EY5661_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY5661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5661+STABILITY: SURFACE MOTION
 EY5661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5661+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 EY5661
 EY5661  HISTORY     - Date     Condition        Report By
 EY5661  HISTORY     - 1978     MONUMENTED       NCGS
 EY5661  HISTORY     - 19890821 GOOD             NCGS
 EY5661
 EY5661                          STATION DESCRIPTION
 EY5661
 EY5661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5661'THE STATION IS LOCATED 5.5 MILES SOUTH-SOUTHEAST OF PLYMOUTH AND
 EY5661'5.9 MILES NORTHWEST OF WENONA.
 EY5661'
 EY5661'TO REACH THE STATION FROM THE JUNCTION OF NC 99 WITH NC 32, 5.0 MILES
 EY5661'SOUTH OF PLYMOUTH, PROCEED SOUTHEAST ALONG NC 99 FOR 0.5 MILE TO A
 EY5661'FARM ROAD AND STATION ON THE LEFT.
 EY5661'
 EY5661'STATION MARK IS A STANDARD DISK STAMPED---ALAN 1978---,SET IN THE TOP
 EY5661'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 EY5661'SURFACE.  THE MARK IS 22.1 FEET NORTHEAST OF THE CENTERLINE OF NC 99,
 EY5661'6.5 FEET SOUTHEAST OF THE CENTERLINE OF FARM ROAD, 24.4 FEET NORTHWEST
 EY5661'OF THE EAST END OF THE SOUTHEAST METAL CULVERT UNDER THE HIGHWAY,
 EY5661'19.4 FEET SOUTHWEST OF A FENCE POST WITH REFERENCE TAGS AND 39.4 FEET
 EY5661'SOUTH OF A 12 INCH OAK WITH REFERENCE TAG.
 EY5661
 EY5661                          STATION RECOVERY (1989)
 EY5661
 EY5661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY5661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2162 ***********************************************************************
 FX2162  DESIGNATION -  ALAN NCGS
 FX2162  PID         -  FX2162
 FX2162  STATE/COUNTY-  NC/NASH
 FX2162  USGS QUAD   -  DRAKE (1963)
 FX2162
 FX2162                         *CURRENT SURVEY CONTROL
 FX2162  ___________________________________________________________________
 FX2162* NAD 83(2001)-  36 06 52.89346(N)    077 48 11.78755(W)     ADJUSTED  
 FX2162* NAVD 88     -        40.734  (meters)     133.64   (feet)  ADJUSTED  
 FX2162  ___________________________________________________________________
 FX2162  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 FX2162  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 FX2162  DYNAMIC HT  -          40.700 (meters)     133.53  (feet)  COMP
 FX2162  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 FX2162
 FX2162  HORZ ORDER  -  SECOND
 FX2162  VERT ORDER  -  SECOND    CLASS I
 FX2162
 FX2162.The horizontal coordinates were established by classical geodetic methods
 FX2162.and adjusted by the National Geodetic Survey in August 2005.
 FX2162
 FX2162.The orthometric height was determined by differential leveling
 FX2162.and adjusted in June 1991.
 FX2162
 FX2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2162
 FX2162.The geoid height was determined by GEOID03.
 FX2162
 FX2162.The dynamic height is computed by dividing the NAVD 88
 FX2162.geopotential number by the normal gravity value computed on the
 FX2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2162.degrees latitude (g = 980.6199 gals.).
 FX2162
 FX2162.The modeled gravity was interpolated from observed gravity values.
 FX2162
 FX2162;                    North         East     Units Scale Factor Converg.
 FX2162;SPC NC       -   262,976.080   717,341.837   MT  0.99998591   +0 41 26.6
 FX2162;SPC NC       -   862,780.69  2,353,479.01   sFT  0.99998591   +0 41 26.6
 FX2162;UTM  18      - 4,000,309.434   247,682.907   MT  1.00038451   -1 39 11.3
 FX2162
 FX2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2162!SPC NC       -   0.99999905  x   0.99998591  =   0.99998496
 FX2162!UTM  18      -   0.99999905  x   1.00038451  =   1.00038356
 FX2162
 FX2162:                Primary Azimuth Mark                     Grid Az
 FX2162:SPC NC       -  DRIVER                                   185 41 53.9
 FX2162:UTM  18      -  DRIVER                                   188 02 31.8
 FX2162
 FX2162|---------------------------------------------------------------------|
 FX2162| PID    Reference Object                     Distance      Geod. Az  |
 FX2162|                                                           dddmmss.s |
 FX2162| FX2181 DRIVER                              APPROX. 1.7 KM 1862320.5 |
 FX2162|---------------------------------------------------------------------|
 FX2162
 FX2162                          SUPERSEDED SURVEY CONTROL
 FX2162
 FX2162  NAD 83(1993)-  36 06 52.90139(N)    077 48 11.79465(W) AD(       ) 2
 FX2162  NAD 83(1986)-  36 06 52.89993(N)    077 48 11.79813(W) AD(       ) 2
 FX2162  NAD 27      -  36 06 52.34632(N)    077 48 12.86456(W) AD(       ) 2
 FX2162  NGVD 29 (??/??/92)   41.049  (m)          134.67   (f) ADJ UNCH    2 1
 FX2162
 FX2162.Superseded values are not recommended for survey control.
 FX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2162.See file dsdata.txt to determine how the superseded data were derived.
 FX2162
 FX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4768300309(NAD 83)
 FX2162_MARKER: DE = TRAVERSE STATION DISK
 FX2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2162_SP_SET: CONCRETE POST
 FX2162_STAMPING: ALAN 1973
 FX2162_PROJECTION: FLUSH
 FX2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2162+STABILITY: SURFACE MOTION
 FX2162
 FX2162  HISTORY     - Date     Condition        Report By
 FX2162  HISTORY     - 1973     MONUMENTED       NCGS
 FX2162  HISTORY     - 1978     GOOD             NCGS
 FX2162
 FX2162                          STATION DESCRIPTION
 FX2162
 FX2162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2162'ALAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2162'VICINITY OF WHITAKERS, NORTH CAROLINA.
 FX2162'
 FX2162'ALAN IS LOCATED APPROXIMATELY 5.0 MILES WEST OF WHITAKERS, AND 12.0
 FX2162'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM INTERSECTION OF
 FX2162'NC 48 AND SR 1522 AT BATTLEBORO EXIT OF I-95, PROCEED ON TO I-95
 FX2162'AND NORTHERLY FOR 3.8 MILES TO STATION ON LEFT ALONG THE WEST RIGHT
 FX2162'OF WAY FENCE MIDWAY BETWEEN TWO SETS OF BRACE POLES AND OPPOSITE
 FX2162'CULTIVATED FIELD, 0.95 MILES SOUTH OF NC 44.
 FX2162'
 FX2162'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALAN
 FX2162'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FX2162'FLUSH WITH THE SURFACE OF THE GROUND.
 FX2162'
 FX2162'MARK IS
 FX2162'84.9 FEET WNW OF C/L OF I 95 (S BOUND LANE).
 FX2162'3.8 FEET SE OF FENCE POST W/ALUMINUM REF. TAG.
 FX2162'10.4 FEET NE OF FENCE POST W/ALUMINUM REF. TAG.
 FX2162'10.7 FEET S OF FENCE POST W/ALUMINUM REF. TAG.
 FX2162'99.0 FEET NW OF NUMERALS 586 IMBEDDED IN E EDGE OF S BOUND LANE.
 FX2162
 FX2162                          STATION RECOVERY (1978)
 FX2162
 FX2162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2162'5.0 MI WEST FROM WHITAKERS.
 FX2162'TO REACH THE STATION FROM THE I 95 UNDERPASS OF NC 44 NORTH OF
 FX2162'WHITAKER, PROCEED SOUTH ALONG I 95 FOR 0.95 MILE TO STATION ON RIGHT
 FX2162'BY RIGHT OF WAY FENCE MIDWAY BETWEEN TWO SETS OF BRACE POLES AND
 FX2162'OPPOSITE CULTIVATED FIELD, 84.9 FT. WEST NORTHWEST OF CENTERLINE OF
 FX2162'I 95 SOUTHBOUND LANE, 3.8 FT. SOUTHEAST OF FENCE POST WITH REFERENCE
 FX2162'TAG, 10.4 FT. NORTHEAST OF FENCE POST WITH REFERENCE TAG, 10.7 FT.
 FX2162'SOUTH OF FENCE POST WITH REFERENCE TAG AND 99.0 FT. NORTHWEST OF
 FX2162'NUMERALS 586 EMBEDDED IN EAST EDGE OF SOUTHBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1904 ***********************************************************************
 FA1904  DESIGNATION -  ALBE RESET
 FA1904  PID         -  FA1904
 FA1904  STATE/COUNTY-  NC/STANLY
 FA1904  USGS QUAD   -  ALBEMARLE (1993)
 FA1904
 FA1904                         *CURRENT SURVEY CONTROL
 FA1904  ___________________________________________________________________
 FA1904* NAD 83(2001)-  35 19 19.43921(N)    080 07 33.45080(W)     ADJUSTED  
 FA1904* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 FA1904  ___________________________________________________________________
 FA1904  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 FA1904  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA1904  HORZ ORDER  -  SECOND
 FA1904
 FA1904.The horizontal coordinates were established by classical geodetic methods
 FA1904.and adjusted by the National Geodetic Survey in August 2005.
 FA1904
 FA1904.The orthometric height was scaled from a topographic map.
 FA1904
 FA1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1904
 FA1904.The geoid height was determined by GEOID03.
 FA1904
 FA1904;                    North         East     Units Scale Factor Converg.
 FA1904;SPC NC       -   174,969.913   507,234.054   MT  0.99987334   -0 38 59.5
 FA1904;SPC NC       -   574,047.12  1,664,150.39   sFT  0.99987334   -0 38 59.5
 FA1904;UTM  17      - 3,909,110.326   579,444.988   MT  0.99967778   +0 30 19.3
 FA1904
 FA1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1904!SPC NC       -   0.99997609  x   0.99987334  =   0.99984943
 FA1904!UTM  17      -   0.99997609  x   0.99967778  =   0.99965387
 FA1904
 FA1904|---------------------------------------------------------------------|
 FA1904| PID    Reference Object                     Distance      Geod. Az  |
 FA1904|                                                           dddmmss.s |
 FA1904| FA3721 ALBE RM 1                            28.185 METERS 14758     |
 FA1904| FA3722 ALBE RM 2                            17.870 METERS 23417     |
 FA1904| FA3720 ALBE AZ MK                                         3182251.4 |
 FA1904|---------------------------------------------------------------------|
 FA1904
 FA1904                          SUPERSEDED SURVEY CONTROL
 FA1904
 FA1904  NAD 83(1986)-  35 19 19.45084(N)    080 07 33.46074(W) AD(       ) 2
 FA1904  NAD 27      -  35 19 18.93500(N)    080 07 34.26000(W) AD(       ) 2
 FA1904
 FA1904.Superseded values are not recommended for survey control.
 FA1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1904.See file dsdata.txt to determine how the superseded data were derived.
 FA1904
 FA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7944509110(NAD 83)
 FA1904_MARKER: DH = HORIZONTAL CONTROL DISK
 FA1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1904_STAMPING: ALBE 1948 1981
 FA1904_MARK LOGO: NGS   
 FA1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1904+STABILITY: SURFACE MOTION
 FA1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1904+SATELLITE: SATELLITE OBSERVATIONS - 1981
 FA1904
 FA1904  HISTORY     - Date     Condition        Report By
 FA1904  HISTORY     - 1981     MONUMENTED       NGS
 FA1904
 FA1904                          STATION DESCRIPTION
 FA1904
 FA1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FA1904'THE STATION SURFACE MARK WAS RECOVERED IN PART.  REFERENCE MARKS ONE
 FA1904'AND TWO WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 FA1904'SEARCHED FOR BUT NOT FOUND.  THE BANK IN THE AREA APPEARS TO HAVE BEEN
 FA1904'CUT DOWN AND IT IS BELIEVED THAT THE MARK IS DESTROYED.  THE STATION
 FA1904'SURFACE MARK WAS DUG OUT AND THE SUB-SURFACE MARK WAS FOUND ATTACHED
 FA1904'TO THE BOTTOM OF THE SURFACE MARK.  A NEW UNDERGROUND AND SURFACE
 FA1904'STATION MARK WAS SET USING THE DISTANCE AND DIRECTIONS TO THE
 FA1904'REFERENCE MARKS.
 FA1904' 
 FA1904'A NEW DESCRIPTION FOLLOWS.
 FA1904' 
 FA1904'STATION IS LOCATED ABOUT 6 MILES SOUTH OF BADIN, 4.5 MILES SOUTHEAST
 FA1904'OF ALBEMARLE AND ON PROPERTY OWNED BY MR T C PHILLIPS, RT 2,
 FA1904'ALBEMARLE, NC 28001 AND IS ABOUT 30 FEET HIGHER THAN STATE ROUTE 27
 FA1904'AND 73.
 FA1904' 
 FA1904'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAY
 FA1904'52 AND STATE ROUTE 27 AND 73 AT THE SOUTH EDGE OF ALBEMARLE, GO EAST
 FA1904'ON STATE 27 AND 73 FOR 1.9 MILES TO A FORK, KEEP THE RIGHT FORK AND
 FA1904'CONTINUE ON STATE ROUTE 27 AND 73, SOUTHEAST FOR 2.95 MILES TO STATION
 FA1904'MILLS NCGS ON THE RIGHT, CONTINUE SOUTHEAST FOR 0.2 MILE TO SR1736 AND
 FA1904'STATION PHILLIP NCGS 1974 ON THE LEFT, CONTINUE SOUTHEAST ON STATE 27
 FA1904'AND 73 FOR 0.05 MILE TO A CONCRETE DRIVEWAY ON THE RIGHT.  TURN RIGHT,
 FA1904'NORTHWEST, ON THE DRIVEWAY FOR ABOUT 200 FEET TO MR PHILLIPS HOUSE ON
 FA1904'THE RIGHT.  TURN LEFT, SOUTHWEST ON A GRAVELED, NARROW, DRIVEWAY FOR
 FA1904'ABOUT 150 FEET TO THE STATION ON THE RIGHT.
 FA1904' 
 FA1904'STATION MARKS ARE STANDARD DISKS STAMPED--ALBE 1948 1981--.  SURFACE
 FA1904'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 0.38 METER IN
 FA1904'DIAMETER AND FLUSH WITH THE GROUND.  THE SUB-SURFACE DISK IS SET IN
 FA1904'THE TOP OF A ROUND CONCRETE POST THAT IS 0.20 METER IN DIAMETER AND
 FA1904'RECESSED 1.16 METERS BELOW THE GROUND SURFACE.  THEY ARE 0.42 METER
 FA1904'(1.4 FT) WEST OF WITNESS POST, 2.59 METERS (8.5 FT) SOUTHWEST OF
 FA1904'CENTER OF GRAVELED DRIVE, 11.02 METERS (36.15 FT) SOUTHEAST OF A
 FA1904'UTILITY POLE WITH A TRANSFORMER AND AN ALUMINUM REFERENCE TAG, 30.94
 FA1904'METERS NORTH NORTHEAST OF THE NORTHEAST CORNER OF AN OLD FRAME HOUSE
 FA1904'AND 57.21 METERS (187.70 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF MR
 FA1904'PHILLIPS BRICK HOME.
 FA1904' 
 FA1904'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ALBE NO 1 1948--, SET IN
 FA1904'THE TOP OF A 0.30 METER SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FA1904'GROUND.  IT IS 2.13 METERS (7.0 FT) NORTH OF THE CENTER OF A 12-INCH
 FA1904'WALNUT TREE, 23.16 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF THE
 FA1904'FRAME HOUSE AND 24.04 METERS (78.85 FT) EAST SOUTHEAST OF THE
 FA1904'NORTHEAST CORNER AND ABOUT 0.6 METER LOWER THAN THE STATION MARK.
 FA1904' 
 FA1904'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--ALBE NO 2 1948--, SET IN
 FA1904'THE TOP OF A 0.30 METER SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 FA1904'GROUND.  IT IS 0.90 METER (2.95 FT) EAST OF THE NORTHEAST CORNER OF
 FA1904'BRICK WALL SURROUNDING AN OLD WELL, 17.71 METERS (58.1 FT) SOUTH
 FA1904'SOUTHWEST OF THE UTILITY POLE, 20.37 METERS (66.83 FT) NORTH OF THE
 FA1904'NORTHEAST CORNER OF THE FRAME HOUSE AND ABOUT 0.5 METER HIGHER THAN
 FA1904'STATION MARK.
 FA1904' 
 FA1904'STATION PHILLIP IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK
 FA1904'STAMPED--PHILLIP 1974--, SET IN THE TOP OF A ROUND CONCRETE POST THAT
 FA1904'IS 0.20 METER IN DIAMETER AND PROJECTING 0.05 METER.  IT IS 2.77
 FA1904'METERS (9.1 FT) NORTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG,
 FA1904'7.98 METERS (26.2 FT) SOUTHEAST OF THE CENTERLINE OF SR1736, 10.55
 FA1904'METERS (34.7 FT) NORTHEAST OF THE CENTERLINE OF STATE ROUTE 27 AND 73,
 FA1904'26.67 METERS (87.2 FT) EAST OF A POWERLINE POLE WITH A REFERENCE TAG
 FA1904'AND 41.45 METERS (136.0 FT) NORTH NORTHWEST OF A POWERLINE POLE WITH A
 FA1904'REFERENCE TAG.
 FA1904' 
 FA1904'DESCRIBED BY H D MCKINNEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0163 ***********************************************************************
 FA0163  DESIGNATION -  ALBEMARLE
 FA0163  PID         -  FA0163
 FA0163  STATE/COUNTY-  NC/STANLY
 FA0163  USGS QUAD   -  ALBEMARLE (1993)
 FA0163
 FA0163                         *CURRENT SURVEY CONTROL
 FA0163  ___________________________________________________________________
 FA0163* NAD 83(1986)-  35 21 08.     (N)    080 11 54.     (W)     SCALED    
 FA0163* NAVD 88     -       153.567  (meters)     503.83   (feet)  ADJUSTED  
 FA0163  ___________________________________________________________________
 FA0163  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA0163  DYNAMIC HT  -         153.432 (meters)     503.38  (feet)  COMP
 FA0163  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 FA0163
 FA0163  VERT ORDER  -  SECOND    CLASS 0
 FA0163
 FA0163.The horizontal coordinates were scaled from a topographic map and have
 FA0163.an estimated accuracy of +/- 6 seconds.
 FA0163
 FA0163.The orthometric height was determined by differential leveling
 FA0163.and adjusted in June 1991.
 FA0163
 FA0163.The geoid height was determined by GEOID03.
 FA0163
 FA0163.The dynamic height is computed by dividing the NAVD 88
 FA0163.geopotential number by the normal gravity value computed on the
 FA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0163.degrees latitude (g = 980.6199 gals.).
 FA0163
 FA0163.The modeled gravity was interpolated from observed gravity values.
 FA0163
 FA0163;                    North         East    Units  Estimated Accuracy
 FA0163;SPC NC       -   178,390.      500,700.      MT  (+/- 180 meters Scaled)
 FA0163
 FA0163                          SUPERSEDED SURVEY CONTROL
 FA0163
 FA0163  NGVD 29 (??/??/92)  153.834  (m)          504.70   (f) ADJ UNCH    2 0
 FA0163
 FA0163.Superseded values are not recommended for survey control.
 FA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0163.See file dsdata.txt to determine how the superseded data were derived.
 FA0163
 FA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV728123(NAD 83)
 FA0163_MARKER: DB = BENCH MARK DISK
 FA0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0163_SP_SET: WALL OF BUILDING
 FA0163_STAMPING: ALBEMARLE 1933
 FA0163_MARK LOGO: CGS   
 FA0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0163
 FA0163  HISTORY     - Date     Condition        Report By
 FA0163  HISTORY     - 1933     MONUMENTED       CGS
 FA0163  HISTORY     - 1967     GOOD             NGS
 FA0163  HISTORY     - 1975     GOOD             LOCENG
 FA0163  HISTORY     - 19960402 SEE DESCRIPTION  NCGS
 FA0163
 FA0163                          STATION DESCRIPTION
 FA0163
 FA0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0163'AT ALBEMARLE.
 FA0163'150 FEET NORTH OF SOUTH STREET, 48 FEET WEST OF THE CENTER OF
 FA0163'SECOND STREET, IN THE EAST WALL OF THE CHRISTIAN EDUCATIONAL
 FA0163'BUILDING ON THE GROUNDS OF THE FIRST LUTHERAN CHURCH, 2 FEET
 FA0163'NORTH OF THE SOUTHEAST CORNER AND 3 FEET ABOVE THE GROUND,
 FA0163'SET VERTICALLY IN THE BRICKWORK OF A BUTRESS.
 FA0163
 FA0163                          STATION RECOVERY (1975)
 FA0163
 FA0163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 FA0163'THE MARK IS LOCATED IN WALL OF FIRST LUTHERAN CHURCH EDUCATIONAL
 FA0163'BUILDING. THIS BUILDING WILL BE DEMOLISHED IN THE NEAR FUTURE. IT
 FA0163'WOULD BE CONVENIENT TO TRANSFER ELEVATION TO NEW COURTHOUSE ACROSS
 FA0163'THE STREET.
 FA0163
 FA0163                          STATION RECOVERY (1996)
 FA0163
 FA0163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA0163'BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0164 ***********************************************************************
 FA0164  DESIGNATION -  ALBEMARLE
 FA0164  PID         -  FA0164
 FA0164  STATE/COUNTY-  NC/STANLY
 FA0164  USGS QUAD   -  ALBEMARLE (1993)
 FA0164
 FA0164                         *CURRENT SURVEY CONTROL
 FA0164  ___________________________________________________________________
 FA0164* NAD 83(1986)-  35 19 09.     (N)    080 10 59.     (W)     SCALED    
 FA0164* NAVD 88     -       151.380  (meters)     496.65   (feet)  ADJUSTED  
 FA0164  ___________________________________________________________________
 FA0164  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA0164  DYNAMIC HT  -         151.246 (meters)     496.21  (feet)  COMP
 FA0164  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 FA0164
 FA0164  VERT ORDER  -  SECOND    CLASS 0
 FA0164
 FA0164.The horizontal coordinates were scaled from a topographic map and have
 FA0164.an estimated accuracy of +/- 6 seconds.
 FA0164
 FA0164.The orthometric height was determined by differential leveling
 FA0164.and adjusted in June 1991.
 FA0164
 FA0164.The geoid height was determined by GEOID03.
 FA0164
 FA0164.The dynamic height is computed by dividing the NAVD 88
 FA0164.geopotential number by the normal gravity value computed on the
 FA0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0164.degrees latitude (g = 980.6199 gals.).
 FA0164
 FA0164.The modeled gravity was interpolated from observed gravity values.
 FA0164
 FA0164;                    North         East    Units  Estimated Accuracy
 FA0164;SPC NC       -   174,710.      502,040.      MT  (+/- 180 meters Scaled)
 FA0164
 FA0164                          SUPERSEDED SURVEY CONTROL
 FA0164
 FA0164  NGVD 29 (??/??/92)  151.62   (m)          497.4    (f) COMPUTED    2 0
 FA0164
 FA0164.Superseded values are not recommended for survey control.
 FA0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0164.See file dsdata.txt to determine how the superseded data were derived.
 FA0164
 FA0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV742087(NAD 83)
 FA0164_MARKER: DB = BENCH MARK DISK
 FA0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0164_SP_SET: CULVERT
 FA0164_STAMPING: G 50 1933
 FA0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0164
 FA0164  HISTORY     - Date     Condition        Report By
 FA0164  HISTORY     - 1933     MONUMENTED       CGS
 FA0164  HISTORY     - 1967     GOOD             NGS
 FA0164
 FA0164                          STATION DESCRIPTION
 FA0164
 FA0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0164'AT ALBEMARLE.
 FA0164'ABOUT 2.4 MILES SOUTH ALONG THE WINSTON-SALEM SOUTHBOUND RAILWAY
 FA0164'FROM THE STATION AT ALBEMARLE, (YADKIN RAILROAD IS ABANDONED,
 FA0164'ONLY A TRACE OF THE ROADBED REMAINS), ABOUT 0.4 MILE WEST OF
 FA0164'U.S. HIGHWAY 52, 500 FEET NORTH OF THE CENTER OF SR 1906
 FA0164'(PAVED), 100 FEET EAST OF THE CENTER OF THE TRACK, 35 FEET EAST
 FA0164'OF THE RIGHT-OF-WAY FENCE, ABOUT 15 FEET LOWER THAN THE RAILS,
 FA0164'IN THE REMAINS OF THE WEST HEADWALL OF THE YADKIN RAILROAD
 FA0164'ROADBED 30 INCHES NORTH OF THE (BROKEN) CHANNEL OF THE CULVERT,
 FA0164'10 INCHES SOUTH OF THE NORTH END, PROJECTING ABOUT 2 FEET ON THE
 FA0164'WEST SIDE BUT FLUSH ON THE EAST SIDE WITH THE OLD BALLAST, SET
 FA0164'HORIZONTALLY IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0249 ***********************************************************************
 EY0249  DESIGNATION -  ALBEMARLE
 EY0249  PID         -  EY0249
 EY0249  STATE/COUNTY-  NC/CHOWAN
 EY0249  USGS QUAD   -  ROPER NORTH (1978)
 EY0249
 EY0249                         *CURRENT SURVEY CONTROL
 EY0249  ___________________________________________________________________
 EY0249* NAD 83(1986)-  35 59 15.     (N)    076 35 17.     (W)     SCALED    
 EY0249* NAVD 88     -         1.591  (meters)       5.22   (feet)  ADJUSTED  
 EY0249  ___________________________________________________________________
 EY0249  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 EY0249  DYNAMIC HT  -           1.590 (meters)       5.22  (feet)  COMP
 EY0249  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 EY0249
 EY0249  VERT ORDER  -  FIRST     CLASS I
 EY0249
 EY0249.The horizontal coordinates were scaled from a topographic map and have
 EY0249.an estimated accuracy of +/- 6 seconds.
 EY0249
 EY0249.The orthometric height was determined by differential leveling
 EY0249.and adjusted in June 1991.
 EY0249
 EY0249.The geoid height was determined by GEOID03.
 EY0249
 EY0249.The dynamic height is computed by dividing the NAVD 88
 EY0249.geopotential number by the normal gravity value computed on the
 EY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0249.degrees latitude (g = 980.6199 gals.).
 EY0249
 EY0249.The modeled gravity was interpolated from observed gravity values.
 EY0249
 EY0249;                    North         East    Units  Estimated Accuracy
 EY0249;SPC NC       -   250,860.      827,070.      MT  (+/- 180 meters Scaled)
 EY0249
 EY0249                          SUPERSEDED SURVEY CONTROL
 EY0249
 EY0249  NGVD 29 (??/??/92)    1.933  (m)            6.34   (f) ADJ UNCH    1 1
 EY0249
 EY0249.Superseded values are not recommended for survey control.
 EY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0249.See file dsdata.txt to determine how the superseded data were derived.
 EY0249
 EY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE568837(NAD 83)
 EY0249_MARKER: Q = CHISELED SQUARE
 EY0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0249_SP_SET: BRIDGE
 EY0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0249
 EY0249  HISTORY     - Date     Condition        Report By
 EY0249  HISTORY     - UNK      MONUMENTED       CGS
 EY0249  HISTORY     - 1963     GOOD             NGS
 EY0249
 EY0249                          STATION DESCRIPTION
 EY0249
 EY0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0249'4 MI N FROM MACKEYS.
 EY0249'ABOUT 3.95 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0249'THE STATION AT MACKEYS, ALONG THE TRESTLE OVER ALBEMARLE SOUND,
 EY0249'ABOUT 2.0 MILES SOUTH OF NORTH END OF TRESTLE, SET ON TOP OF
 EY0249'WEST END OF NORTH CONCRETE PIER OF THE DRAWBRIDGE, AND IS ABOUT
 EY0249'8 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1908 ***********************************************************************
 FA1908  DESIGNATION -  ALBEMARLE
 FA1908  PID         -  FA1908
 FA1908  STATE/COUNTY-  NC/STANLY
 FA1908  USGS QUAD   -  ALBEMARLE (1993)
 FA1908
 FA1908                         *CURRENT SURVEY CONTROL
 FA1908  ___________________________________________________________________
 FA1908* NAD 83(2001)-  35 21 21.74139(N)    080 11 11.69857(W)     ADJUSTED  
 FA1908* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 FA1908  ___________________________________________________________________
 FA1908  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FA1908  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1908  HORZ ORDER  -  SECOND
 FA1908
 FA1908.The horizontal coordinates were established by classical geodetic methods
 FA1908.and adjusted by the National Geodetic Survey in August 2005.
 FA1908
 FA1908.The orthometric height was scaled from a topographic map.
 FA1908
 FA1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1908
 FA1908.The geoid height was determined by GEOID03.
 FA1908
 FA1908;                    North         East     Units Scale Factor Converg.
 FA1908;SPC NC       -   178,802.543   501,767.656   MT  0.99987424   -0 41 05.5
 FA1908;SPC NC       -   586,621.34  1,646,216.05   sFT  0.99987424   -0 41 05.5
 FA1908;UTM  17      - 3,912,831.201   573,903.535   MT  0.99966731   +0 28 14.6
 FA1908
 FA1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1908!SPC NC       -   0.99997749  x   0.99987424  =   0.99985173
 FA1908!UTM  17      -   0.99997749  x   0.99966731  =   0.99964481
 FA1908
 FA1908:                Primary Azimuth Mark                     Grid Az
 FA1908:SPC NC       -  ALBEMARLE AZ MK                          188 45 11.8
 FA1908:UTM  17      -  ALBEMARLE AZ MK                          187 35 51.7
 FA1908
 FA1908|---------------------------------------------------------------------|
 FA1908| PID    Reference Object                     Distance      Geod. Az  |
 FA1908|                                                           dddmmss.s |
 FA1908| FA3723 ALBEMARLE AZ MK                                    1880406.3 |
 FA1908| FA3724 ALBEMARLE RM 1                       35.292 METERS 21208     |
 FA1908| FA1907 ALBEMARLE WISCASSETT CO STK         APPROX. 1.5 KM 2752802.3 |
 FA1908| FA3725 ALBEMARLE RM 2                       25.831 METERS 30817     |
 FA1908|---------------------------------------------------------------------|
 FA1908
 FA1908                          SUPERSEDED SURVEY CONTROL
 FA1908
 FA1908  NAD 83(1986)-  35 21 21.75292(N)    080 11 11.70827(W) AD(       ) 2
 FA1908  NAD 27      -  35 21 21.23600(N)    080 11 12.50200(W) AD(       ) 2
 FA1908
 FA1908.Superseded values are not recommended for survey control.
 FA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1908.See file dsdata.txt to determine how the superseded data were derived.
 FA1908
 FA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7390412831(NAD 83)
 FA1908_MARKER: DS = TRIANGULATION STATION DISK
 FA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1908_STAMPING: ALBEMARLE 1948
 FA1908_MARK LOGO: CGS   
 FA1908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1908+STABILITY: SURFACE MOTION
 FA1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1908+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FA1908
 FA1908  HISTORY     - Date     Condition        Report By
 FA1908  HISTORY     - 1948     MONUMENTED       NCGS
 FA1908  HISTORY     - 1974     GOOD             NCGS
 FA1908  HISTORY     - 19920203 GOOD             NCGS
 FA1908  HISTORY     - 19990310 GOOD             USPSQD
 FA1908  HISTORY     - 20050308 GOOD             USPSQD
 FA1908  HISTORY     - 20060308 GOOD             USPSQD
 FA1908
 FA1908                          STATION DESCRIPTION
 FA1908
 FA1908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1948 (RCB)
 FA1908'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF ALBEMARLE AND
 FA1908'ADJACENT TO THE MUNICIPAL STANDPIPE.  IT IS 284 FEET NORTH OF THE
 FA1908'INTERSECTION OF MONTGOMERY AVENUE AND 9TH. STREET, 45 FEET
 FA1908'NORTHEAST OF THE CENTER 9TH. STREET, 20 FEET WEST OF A 24-INCH
 FA1908'OAK TREE, 18 FEET EAST OF A WHITE WITNESS POST, 18 FEET EAST OF
 FA1908'THE NORTH GATE POST AND 14 FEET SOUTHEAST OF A 16-INCH OAK TREE.
 FA1908'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ALBEMARLE
 FA1908'1948.
 FA1908'
 FA1908'REFERENCE MARK NO.1 IS 115.79 FEET SOUTHWEST OF THE STATION.  IT
 FA1908'IS 21 FEET SOUTHWEST OF THE CENTER OF 9TH. STREET AND 2 FEET
 FA1908'NORTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 FA1908'IS STAMPED ALBEMARLE NO 1 1948.
 FA1908'
 FA1908'REFERENCE MARK NO.2 IS 84.75 FEET NORTHWEST OF THE STATION.  IT
 FA1908'IS 67 FEET EAST OF THE EAST CORNER OF A BRICK HOUSE, 22 FEET
 FA1908'SOUTHWEST OF THE CENTER OF 9TH. STREET AND 2 FEET SOUTHEAST OF A
 FA1908'TRANSFORMER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FA1908'ALBEMARLE NO 2 1948.
 FA1908'
 FA1908'THE AZIMUTH MARK IS 0.2 MILE SOUTH OF THE STATION.  IT IS 30
 FA1908'YARDS SOUTHWEST OF THE INTERSECTION OF PEE DEE AVENUE AND
 FA1908'9TH. STREET, 44 FEET NORTH OF THE NORTHWEST CORNER OF A RESIDENCE
 FA1908'NUMBERED 754, 22 FEET SOUTH OF THE CENTER OF PEE DEE AVENUE AND
 FA1908'15 FEET NORTH OF A 36-INCH OAK TREE.  THE DISK IS SET FLUSH IN A
 FA1908'DRILL HOLE IN THE SOUTH EDGE OF A SIDEWALK AND IT IS STAMPED
 FA1908'ALBEMARLE 1948.
 FA1908'
 FA1908'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA1908
 FA1908                          STATION RECOVERY (1974)
 FA1908
 FA1908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1908'ALBEMARLE 1948 GOOD
 FA1908'
 FA1908'ALBEMARLE NO 1 1948 NOT FOUND
 FA1908'
 FA1908'ALBEMARLE NO 2 1948 GOOD
 FA1908'
 FA1908'ALBEMARLE AZ. 1948 DESTROYED
 FA1908'
 FA1908'AZIMUTH MARK WAS DESTROYED WHEN SIDEWALK WAS RELOCATED.
 FA1908'
 FA1908'NEW REFERENCE FOR STATION ALBEMARLE
 FA1908'
 FA1908'20.7 FT SW OF STANDPIPE
 FA1908'
 FA1908'11.0 FT N OF S FENCE
 FA1908'
 FA1908'20.5 FT NE OF SW CORNER OF FENCE
 FA1908
 FA1908                          STATION RECOVERY (1992)
 FA1908
 FA1908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1908'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 58.0 FT
 FA1908'(17.7 M) SOUTH OF A POWER POLE WITH A REFERENCE TAG. RM 1 AND RM 2
 FA1908'WERE SEARCHED FOR BUT NOT FOUND.
 FA1908
 FA1908                          STATION RECOVERY (1999)
 FA1908
 FA1908'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1908'RECOVERED IN GOOD CONDITION.
 FA1908
 FA1908                          STATION RECOVERY (2005)
 FA1908
 FA1908'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA1908'RECOVERED IN GOOD CONDITION.
 FA1908
 FA1908                          STATION RECOVERY (2006)
 FA1908
 FA1908'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4450 ***********************************************************************
 FX4450  DESIGNATION -  ALBEMARLE
 FX4450  PID         -  FX4450
 FX4450  STATE/COUNTY-  NC/CHOWAN
 FX4450  USGS QUAD   -  EDENHOUSE (1982)
 FX4450
 FX4450                         *CURRENT SURVEY CONTROL
 FX4450  ___________________________________________________________________
 FX4450* NAD 83(2001)-  36 04 10.31391(N)    076 37 47.14343(W)     ADJUSTED  
 FX4450* NAVD 88     -        12.9    (meters)      42.     (feet)  VERTCON   
 FX4450  ___________________________________________________________________
 FX4450  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FX4450  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 FX4450  HORZ ORDER  -  SECOND
 FX4450
 FX4450.The horizontal coordinates were established by classical geodetic methods
 FX4450.and adjusted by the National Geodetic Survey in August 2005.
 FX4450
 FX4450.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4450
 FX4450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4450
 FX4450.The geoid height was determined by GEOID03.
 FX4450
 FX4450;                    North         East     Units Scale Factor Converg.
 FX4450;SPC NC       -   259,864.560   823,097.089   MT  0.99997434   +1 22 04.9
 FX4450;SPC NC       -   852,572.31  2,700,444.37   sFT  0.99997434   +1 22 04.9
 FX4450;UTM  18      - 3,992,889.714   353,236.344   MT  0.99986541   -0 57 35.0
 FX4450
 FX4450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4450!SPC NC       -   1.00000372  x   0.99997434  =   0.99997806
 FX4450!UTM  18      -   1.00000372  x   0.99986541  =   0.99986912
 FX4450
 FX4450                          SUPERSEDED SURVEY CONTROL
 FX4450
 FX4450  NAD 83(1993)-  36 04 10.32530(N)    076 37 47.15478(W) AD(       ) 2
 FX4450  NAD 83(1986)-  36 04 10.32559(N)    076 37 47.15782(W) AD(       ) 2
 FX4450  NGVD 29 (11/01/90)   13.3    (m)           44.     (f) VERT ANG    3  
 FX4450
 FX4450.Superseded values are not recommended for survey control.
 FX4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4450.See file dsdata.txt to determine how the superseded data were derived.
 FX4450
 FX4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5323692890(NAD 83)
 FX4450_MARKER: DE = TRAVERSE STATION DISK
 FX4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4450_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4450+STABILITY: SURFACE MOTION
 FX4450
 FX4450  HISTORY     - Date     Condition        Report By
 FX4450  HISTORY     - 1978     MONUMENTED       NCGS
 FX4450
 FX4450                          STATION DESCRIPTION
 FX4450
 FX4450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4450'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES WEST OF EDENTON AND 2.1
 FX4450'MILES SOUTH OF HANCOCK.
 FX4450'
 FX4450'TO REACH THE STATION FROM THE US 17 BYPASS OVERPASS OF NC 32 AT
 FX4450'EDENTON, PROCEED SOUTHWEST ALONG US 17 BYPASS FOR 1.0 MILE TO
 FX4450'ALBEMARLE ROAD OVERPASS AND STATION ON LEFT IN THE WEST SHOULDER OF
 FX4450'ALBEMARLE ROAD, AT SOUTHWEST CORNER OF BRIDGE.
 FX4450'
 FX4450'STATION MARK IS A STANDARD DISK STAMPED---ALBEMARLE 1978---SET IN TOP
 FX4450'OF 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4450'16.1 FEET SOUTHWEST OF THE CENTERLINE OF ALBEMARLE ROAD, 39.9 FEET
 FX4450'SOUTHEAST OF FENCE POST WITH REFERENCE TAG, 5.2 FEET SOUTHEAST OF 8TH
 FX4450'GUARD RAIL POST FROM THE SOUTHWEST CORNER OF BRIDGE, 3.7 FEET
 FX4450'NORTHEAST OF 9TH GUARD RAIL POST FROM THE SOUTHWEST CORNER OF BRIDGE,
 FX4450'30.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BRIDGE AND 29.0 FEET
 FX4450'SOUTHEAST OF SOUTH END OF WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8416 ***********************************************************************
 AE8416  DESIGNATION -  ALBEMARLE
 AE8416  PID         -  AE8416
 AE8416  STATE/COUNTY-  NC/MONTGOMERY
 AE8416  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8416
 AE8416                         *CURRENT SURVEY CONTROL
 AE8416  ___________________________________________________________________
 AE8416* NAD 83(2001)-  35 17 09.66310(N)    080 04 32.24958(W)     ADJUSTED  
 AE8416* NAVD 88     -       115.7    (meters)     380.     (feet)  VERTCON   
 AE8416  ___________________________________________________________________
 AE8416  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AE8416  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AE8416  HORZ ORDER  -  SECOND
 AE8416
 AE8416.The horizontal coordinates were established by classical geodetic methods
 AE8416.and adjusted by the National Geodetic Survey in August 2005.
 AE8416
 AE8416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8416
 AE8416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8416
 AE8416.The geoid height was determined by GEOID03.
 AE8416
 AE8416;                    North         East     Units Scale Factor Converg.
 AE8416;SPC NC       -   170,920.422   511,766.656   MT  0.99987277   -0 37 14.9
 AE8416;SPC NC       -   560,761.42  1,679,021.10   sFT  0.99987277   -0 37 14.9
 AE8416;UTM  17      - 3,905,153.781   584,057.418   MT  0.99968707   +0 32 02.4
 AE8416
 AE8416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8416!SPC NC       -   0.99998662  x   0.99987277  =   0.99985939
 AE8416!UTM  17      -   0.99998662  x   0.99968707  =   0.99967369
 AE8416
 AE8416                          SUPERSEDED SURVEY CONTROL
 AE8416
 AE8416  NAD 83(1986)-  35 17 09.67459(N)    080 04 32.26096(W) AD(       ) 2
 AE8416  NGVD 29 (04/08/98)  116.0    (m)          381.     (f) VERT ANG    3  
 AE8416
 AE8416.Superseded values are not recommended for survey control.
 AE8416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8416.See file dsdata.txt to determine how the superseded data were derived.
 AE8416
 AE8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8405705154(NAD 83)
 AE8416_MARKER: DE = TRAVERSE STATION DISK
 AE8416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8416_STAMPING: ALBEMARLE 1983
 AE8416_MARK LOGO: NCGS  
 AE8416_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8416+STABILITY: SURFACE MOTION
 AE8416
 AE8416  HISTORY     - Date     Condition        Report By
 AE8416  HISTORY     - 1983     MONUMENTED       NCGS
 AE8416
 AE8416                          STATION DESCRIPTION
 AE8416
 AE8416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8416'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTHWEST OF MT. GILEAD AND
 AE8416'ABOUT 7.9 KM (4.90 MI) NORTH-NORTHEAST OF NORWOOD.$PROCEED ALONG NC 73
 AE8416'FOR 1.7 KM (1.05 MI) SOUTHEAST FROM NC 24-27 TO SR 1111 ON THE RIGHT,
 AE8416'THENCE SOUTH ALONG SR 1111 FOR 1.0 KM (0.60 MI) TO THE STATION, ON THE
 AE8416'WEST SIDE OF THE HIGHWAY ON A SMALL CUT.$MARK IS FLUSH WITH GROUND AND
 AE8416'5-FEET HIGHER THAN THE HIGHWAY. LOCATED 10.8 M (35.4 FT)
 AE8416'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD--AND 3.8 M (12.5 FT)
 AE8416'SOUTH-SOUTHEAST OF AN 8-INCH SCARLET OAK, 4.7 M (15.4 FT)
 AE8416'EAST-SOUTHEAST OF A 14-INCH SHORT LEAF PINE, 6.1 M (20.0 FT) SOUTH OF
 AE8416'A 6-INCH SHORT LEAF PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8659 ***********************************************************************
 DF8659  DESIGNATION -  ALBEMARLE
 DF8659  PID         -  DF8659
 DF8659  STATE/COUNTY-  NC/PERQUIMANS
 DF8659  USGS QUAD   -  YEOPIM RIVER (1982)
 DF8659
 DF8659                         *CURRENT SURVEY CONTROL
 DF8659  ___________________________________________________________________
 DF8659* NAD 83(2007)-  36 05 57.93278(N)    076 23 48.23513(W)     ADJUSTED  
 DF8659* NAVD 88     -         2.9    (meters)      10.     (feet)  GPS OBS   
 DF8659  ___________________________________________________________________
 DF8659  EPOCH DATE  -        2002.00
 DF8659  X           -   1,213,496.778 (meters)                     COMP
 DF8659  Y           -  -5,014,742.967 (meters)                     COMP
 DF8659  Z           -   3,737,091.195 (meters)                     COMP
 DF8659  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DF8659  ELLIP HEIGHT-         -34.197 (meters)          (02/10/07) ADJUSTED
 DF8659  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 DF8659
 DF8659  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8659  Type    PID    Designation                      North   East  Ellip
 DF8659  -------------------------------------------------------------------
 DF8659  NETWORK DF8659 ALBEMARLE                         0.67   0.63   1.16
 DF8659  -------------------------------------------------------------------
 DF8659
 DF8659.The horizontal coordinates were established by GPS observations
 DF8659.and adjusted by the National Geodetic Survey in February 2007.
 DF8659
 DF8659.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8659.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8659.The horizontal coordinates are valid at the epoch date displayed above.
 DF8659.The epoch date for horizontal control is a decimal equivalence
 DF8659.of Year/Month/Day.
 DF8659
 DF8659.The orthometric height was determined by GPS observations and a
 DF8659.high-resolution geoid model.
 DF8659
 DF8659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8659
 DF8659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8659
 DF8659.The ellipsoidal height was determined by GPS observations
 DF8659.and is referenced to NAD 83.
 DF8659
 DF8659.The geoid height was determined by GEOID03.
 DF8659
 DF8659;                    North         East     Units Scale Factor Converg.
 DF8659;SPC NC       -   263,706.215   843,995.377   MT  0.99998193   +1 30 09.1
 DF8659;SPC NC       -   865,176.14  2,769,008.17   sFT  0.99998193   +1 30 09.1
 DF8659;UTM  18      - 3,995,879.347   374,270.230   MT  0.99979478   -0 49 23.0
 DF8659
 DF8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8659!SPC NC       -   1.00000537  x   0.99998193  =   0.99998730
 DF8659!UTM  18      -   1.00000537  x   0.99979478  =   0.99980015
 DF8659
 DF8659:                Primary Azimuth Mark                     Grid Az
 DF8659:SPC NC       -  PLANTATION                               130 58 15.0
 DF8659:UTM  18      -  PLANTATION                               133 17 47.1
 DF8659
 DF8659|---------------------------------------------------------------------|
 DF8659| PID    Reference Object                     Distance      Geod. Az  |
 DF8659|                                                           dddmmss.s |
 DF8659| DF8660 PLANTATION                          465.833 METERS 1322824.1 |
 DF8659|---------------------------------------------------------------------|
 DF8659
 DF8659                          SUPERSEDED SURVEY CONTROL
 DF8659
 DF8659  NAD 83(1986)-  36 05 57.94977(N)    076 23 48.24831(W) AD(       ) 1
 DF8659  NAD 83(2001)-  36 05 57.93320(N)    076 23 48.23473(W) AD(       ) 1
 DF8659  ELLIP H (10/17/03)  -34.206  (m)                       GP(       ) 5 1
 DF8659
 DF8659.Superseded values are not recommended for survey control.
 DF8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8659.See file dsdata.txt to determine how the superseded data were derived.
 DF8659
 DF8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7427095879(NAD 83)
 DF8659_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8659_STAMPING: ALBEMARLE 1994
 DF8659_MARK LOGO: NCGS  
 DF8659_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8659+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8659
 DF8659  HISTORY     - Date     Condition        Report By
 DF8659  HISTORY     - 1994     MONUMENTED       NCGS
 DF8659
 DF8659                          STATION DESCRIPTION
 DF8659
 DF8659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8659'STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF HERTFORD,
 DF8659'AND 1.9 MI (3.1 KM) NORTHEAST OF SNUG HARBOR.
 DF8659'PROCEED ALONG SR 1336 (HARVEY POINT ROAD) FOR 4.2 MI (6.8 KM)
 DF8659'SOUTHEAST FROM THE US 17 BYPASS (IN HERTFORD) TO SR 1348 (BURGESS
 DF8659'ROAD), THENCE SOUTHWEST ALONG SR 1348 FOR 0.75 MI (1.21 KM) TO SR 1347
 DF8659'(HOLIDAY ISLAND ROAD), THENCE SOUTHEAST ALONG SR 1347 FOR 2.2 MI (3.5
 DF8659'KM) TO A PRIVATE PAVED ROAD, WHICH BEGINS WHERE SR 1347 MAKES A SHARP
 DF8659'TURN RIGHT, THENCE SOUTHEAST ALONG PRIVATE ROAD FOR 0.35 MI (0.56 KM)
 DF8659'TO THE MAIN ENTRANCE TO ALBEMARLE PLANTATION SUBDIVISION AND THE
 DF8659'STATION, IN THE SHOULDER.
 DF8659'MARK IS ABOUT 1-FOOT LOWER THAN THE ROAD AND IS RECESSED 1 INCH BELOW
 DF8659'THE GROUND. LOCATED 16.7 FT (5.1 M) NORTHEAST OF THE CENTERLINE OF
 DF8659'PAVED ROAD, 57.7 FT (17.6 M) NORTH-NORTHEAST OF A DROP INLET ACROSS
 DF8659'THE ROAD, 101.9 FT (31.1 M) EAST OF THE NORTHWEST END OF A 24-INCH RCP
 DF8659'ACROSS THE ROAD, AND 127.9 FT (39.0 M) SOUTHEAST OF A POWER POLE WITH
 DF8659'GUY WIRE AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2127 ***********************************************************************
 FA2127  DESIGNATION -  ALBEMARLE CONCORD TEL MICROWVE
 FA2127  PID         -  FA2127
 FA2127  STATE/COUNTY-  NC/STANLY
 FA2127  USGS QUAD   -  FROG POND (1983)
 FA2127
 FA2127                         *CURRENT SURVEY CONTROL
 FA2127  ___________________________________________________________________
 FA2127* NAD 83(2001)-  35 22 22.77373(N)    080 15 07.15203(W)     ADJUSTED  
 FA2127* NAVD 88     -              **(meters)            **(feet)            
 FA2127  ___________________________________________________________________
 FA2127  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FA2127  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA2127  HORZ ORDER  -  THIRD
 FA2127
 FA2127.The horizontal coordinates were established by classical geodetic methods
 FA2127.and adjusted by the National Geodetic Survey in August 2005.
 FA2127
 FA2127
 FA2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2127
 FA2127.The geoid height was determined by GEOID03.
 FA2127
 FA2127;                    North         East     Units Scale Factor Converg.
 FA2127;SPC NC       -   180,756.097   495,847.960   MT  0.99987482   -0 43 21.4
 FA2127;SPC NC       -   593,030.63  1,626,794.52   sFT  0.99987482   -0 43 21.4
 FA2127;UTM  17      - 3,914,664.581   567,946.910   MT  0.99965689   +0 25 58.9
 FA2127
 FA2127                          SUPERSEDED SURVEY CONTROL
 FA2127
 FA2127  NAD 83(1986)-  35 22 22.78499(N)    080 15 07.16212(W) AD(       ) 4
 FA2127  NAD 27      -  35 22 22.26842(N)    080 15 07.95117(W) AD(       ) 3
 FA2127
 FA2127.Superseded values are not recommended for survey control.
 FA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2127.See file dsdata.txt to determine how the superseded data were derived.
 FA2127
 FA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6794714665(NAD 83)
 FA2127_MARKER: 45 = MICROWAVE TOWER
 FA2127
 FA2127  HISTORY     - Date     Condition        Report By
 FA2127  HISTORY     - 1974     FIRST OBSERVED   NCGS
 FA2127
 FA2127                          STATION DESCRIPTION
 FA2127
 FA2127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2127'CONCORD TEL. CO. MICROWAVE TOWER IS A N. C. GEODETIC SURVEY
 FA2127'INTERSECTION STATION ESTABLISHED IN THE VICINITY OF ALBEMARLE,
 FA2127'NORTH CAROLINA.
 FA2127'
 FA2127'CONCORD TEL. CO. MICROWAVE TOWER IS LOCATED APPROXIMATELY 3.5 MILES
 FA2127'WNW OF ALBEMARLE.  TO REACH STATION FROM INTERSECTION OF U.S. 52
 FA2127'WITH NC 73 IN ALBEMARLE, PROCEED WESTERLY ALONG NC 73 FOR 3.4 MILES
 FA2127'TO INTERSECTION WITH SR 1425, THENCE NORTH (RIGHT) ALONG SR 1425
 FA2127'FOR 0.75 MILE TO A DRIVEWAY (EAST) LEADING TO RESIDENCE OF
 FA2127'L. C. BURLEYSON, THENCE EAST (RIGHT) ALONG THE DRIVEWAY
 FA2127'(THROUGH A GATE) FOR 0.1 MILE AND TOWER ON TOP OF SMALL KNOLL.
 FA2127'STATION IS A TRIANGULAR SHAPED TOWER APPROXIMATELY 300 FEET
 FA2127'TALL, PAINTED ALTERNATELY RED AND WHITE WITH TWO MICROWAVE
 FA2127'DISHES AND A RED LIGHT ON TOP.
 FA2127'
 FA2127'POINT INTERSECTED WAS RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5755 ***********************************************************************
 DG5755  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5755  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5755  DESIGNATION -  ALBEMARLE CORS ARP
 DG5755  CORS_ID     -  NCAL
 DG5755  PID         -  DG5755
 DG5755  STATE/COUNTY-  NC/STANLY
 DG5755  USGS QUAD   -  ALBEMARLE (1993)
 DG5755
 DG5755                         *CURRENT SURVEY CONTROL
 DG5755  ___________________________________________________________________
 DG5755* NAD 83(CORS)-  35 20 17.30323(N)    080 12 48.52524(W)     ADJUSTED  
 DG5755* NAVD 88     -       142.97   (meters)     469.1    (feet)  GPS OBS   
 DG5755  ___________________________________________________________________
 DG5755  EPOCH DATE  -        2002.00
 DG5755  X           -     885,398.512 (meters)                     COMP
 DG5755  Y           -  -5,133,110.222 (meters)                     COMP
 DG5755  Z           -   3,668,598.430 (meters)                     COMP
 DG5755  ELLIP HEIGHT-         112.619 (meters)          (06/??/04) ADJUSTED
 DG5755  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DG5755  HORZ ORDER  -  SPECIAL (CORS)
 DG5755  ELLP ORDER  -  SPECIAL (CORS)
 DG5755
 DG5755.ITRF positions are available for this station.
 DG5755.The coordinates were established by GPS observations
 DG5755.and adjusted by the National Geodetic Survey in June 2004.
 DG5755.The coordinates are valid at the epoch date displayed above.
 DG5755.The epoch date for horizontal control is a decimal equivalence
 DG5755.of Year/Month/Day.
 DG5755
 DG5755.The orthometric height was determined by GPS observations and a
 DG5755.high-resolution geoid model.
 DG5755.The orthometric height was determined by GPS observations and a
 DG5755.high-resolution geoid model using precise GPS observation and
 DG5755.processing techniques.
 DG5755
 DG5755.The PID for the CORS L1 Phase Center is DG5756.
 DG5755
 DG5755.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5755
 DG5755.The ellipsoidal height was determined by GPS observations
 DG5755.and is referenced to NAD 83.
 DG5755
 DG5755.The geoid height was determined by GEOID03.
 DG5755
 DG5755;                    North         East     Units Scale Factor Converg.
 DG5755;SPC NC       -   176,846.595   499,299.239   MT  0.99987372   -0 42 01.4
 DG5755;SPC NC       -   580,204.20  1,638,117.59   sFT  0.99987372   -0 42 01.4
 DG5755
 DG5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5755!SPC NC       -   0.99998232  x   0.99987372  =   0.99985605
 DG5755
 DG5755                          SUPERSEDED SURVEY CONTROL
 DG5755
 DG5755.No superseded survey control is available for this station.
 DG5755
 DG5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7147610826(NAD 83)
 DG5755_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5755
 DG5755                          STATION DESCRIPTION
 DG5755
 DG5755'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5755'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5755'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5755'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5755'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5755'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5756 ***********************************************************************
 DG5756  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5756  DESIGNATION -  ALBEMARLE CORS L1 PHASE CENTER
 DG5756  CORS_ID     -  NCAL
 DG5756  PID         -  DG5756
 DG5756  STATE/COUNTY-  NC/STANLY
 DG5756  USGS QUAD   -  ALBEMARLE (1993)
 DG5756
 DG5756                         *CURRENT SURVEY CONTROL
 DG5756  ___________________________________________________________________
 DG5756* NAD 83(CORS)-  35 20 17.30322(N)    080 12 48.52519(W)     ADJUSTED  
 DG5756* NAVD 88     -              **(meters)            **(feet)            
 DG5756  ___________________________________________________________________
 DG5756  EPOCH DATE  -        2002.00
 DG5756  X           -     885,398.524 (meters)                     COMP
 DG5756  Y           -  -5,133,110.282 (meters)                     COMP
 DG5756  Z           -   3,668,598.473 (meters)                     COMP
 DG5756  ELLIP HEIGHT-         112.693 (meters)          (06/??/04) ADJUSTED
 DG5756  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DG5756  HORZ ORDER  -  SPECIAL (CORS)
 DG5756  ELLP ORDER  -  SPECIAL (CORS)
 DG5756
 DG5756.ITRF positions are available for this station.
 DG5756.The coordinates were established by GPS observations
 DG5756.and adjusted by the National Geodetic Survey in June 2004.
 DG5756.The coordinates are valid at the epoch date displayed above.
 DG5756.The epoch date for horizontal control is a decimal equivalence
 DG5756.of Year/Month/Day.
 DG5756
 DG5756
 DG5756.The PID for the CORS ARP is DG5755.
 DG5756
 DG5756.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5756
 DG5756.The ellipsoidal height was determined by GPS observations
 DG5756.and is referenced to NAD 83.
 DG5756
 DG5756.The geoid height was determined by GEOID03.
 DG5756
 DG5756;                    North         East     Units Scale Factor Converg.
 DG5756;SPC NC       -   176,846.595   499,299.241   MT  0.99987372   -0 42 01.4
 DG5756;SPC NC       -   580,204.20  1,638,117.59   sFT  0.99987372   -0 42 01.4
 DG5756
 DG5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5756!SPC NC       -   0.99998231  x   0.99987372  =   0.99985603
 DG5756
 DG5756                          SUPERSEDED SURVEY CONTROL
 DG5756
 DG5756.No superseded survey control is available for this station.
 DG5756
 DG5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7147610826(NAD 83)
 DG5756_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5756
 DG5756                          STATION DESCRIPTION
 DG5756
 DG5756'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5756'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5756'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5756'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5756'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5756'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1905 ***********************************************************************
 FA1905  DESIGNATION -  ALBEMARLE MUNICIPAL STANDPIPE
 FA1905  PID         -  FA1905
 FA1905  STATE/COUNTY-  NC/STANLY
 FA1905  USGS QUAD   -  ALBEMARLE (1993)
 FA1905
 FA1905                         *CURRENT SURVEY CONTROL
 FA1905  ___________________________________________________________________
 FA1905* NAD 83(2001)-  35 21 21.93805(N)    080 11 11.33335(W)     ADJUSTED  
 FA1905* NAVD 88     -              **(meters)            **(feet)            
 FA1905  ___________________________________________________________________
 FA1905  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FA1905  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1905  HORZ ORDER  -  THIRD
 FA1905
 FA1905.The horizontal coordinates were established by classical geodetic methods
 FA1905.and adjusted by the National Geodetic Survey in August 2005.
 FA1905
 FA1905
 FA1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1905
 FA1905.The geoid height was determined by GEOID03.
 FA1905
 FA1905;                    North         East     Units Scale Factor Converg.
 FA1905;SPC NC       -   178,808.492   501,776.948   MT  0.99987424   -0 41 05.3
 FA1905;SPC NC       -   586,640.86  1,646,246.54   sFT  0.99987424   -0 41 05.3
 FA1905;UTM  17      - 3,912,837.336   573,912.702   MT  0.99966732   +0 28 14.8
 FA1905
 FA1905                          SUPERSEDED SURVEY CONTROL
 FA1905
 FA1905  NAD 83(1986)-  35 21 21.94903(N)    080 11 11.34291(W) AD(       ) 4
 FA1905  NAD 27      -  35 21 21.43700(N)    080 11 12.14100(W) AD(       ) 3
 FA1905
 FA1905.Superseded values are not recommended for survey control.
 FA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1905.See file dsdata.txt to determine how the superseded data were derived.
 FA1905
 FA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7391312837(NAD 83)
 FA1905_MARKER: 52 = STANDPIPE TANK
 FA1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1905+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 FA1905
 FA1905  HISTORY     - Date     Condition        Report By
 FA1905  HISTORY     - 1948     FIRST OBSERVED   CGS
 FA1905  HISTORY     - 1967     GOOD             CGS
 FA1905  HISTORY     - 19990310 GOOD             USPSQD
 FA1905  HISTORY     - 20050308 GOOD             USPSQD
 FA1905
 FA1905                          STATION DESCRIPTION
 FA1905
 FA1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1905'STATION IS LOCATED IN THE NORTHERN SECTION OF THE CITY OF
 FA1905'ALBEMARLE ABOUT 18 FEET FROM TRIANGULATION STATION
 FA1905'ALBEMARLE.  IT IS ABOUT 100 FEET HIGH, OF STEEL CONSTRUCTION,
 FA1905'PAINTED SILVER AND ABOUT 30 FEET IN DIAMETER.  POINT OF
 FA1905'INTERSECTION WAS THE CENTER OF TANK.
 FA1905
 FA1905                          STATION RECOVERY (1967)
 FA1905
 FA1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 FA1905'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948.
 FA1905'
 FA1905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA1905'IN THE NORTH SECTION OF ALBEMARLE.
 FA1905
 FA1905                          STATION RECOVERY (1999)
 FA1905
 FA1905'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1905'RECOVERED IN GOOD CONDITION.
 FA1905
 FA1905                          STATION RECOVERY (2005)
 FA1905
 FA1905'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1959 ***********************************************************************
 FA1959  DESIGNATION -  ALBEMARLE N MUN TANK
 FA1959  PID         -  FA1959
 FA1959  STATE/COUNTY-  NC/STANLY
 FA1959  USGS QUAD   -  NEW LONDON (1994)
 FA1959
 FA1959                         *CURRENT SURVEY CONTROL
 FA1959  ___________________________________________________________________
 FA1959* NAD 83(2001)-  35 23 54.77330(N)    080 11 56.76388(W)     ADJUSTED  
 FA1959* NAVD 88     -              **(meters)            **(feet)            
 FA1959  ___________________________________________________________________
 FA1959  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FA1959  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA1959  HORZ ORDER  -  THIRD
 FA1959
 FA1959.The horizontal coordinates were established by classical geodetic methods
 FA1959.and adjusted by the National Geodetic Survey in August 2005.
 FA1959
 FA1959
 FA1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1959
 FA1959.The geoid height was determined by GEOID03.
 FA1959
 FA1959;                    North         East     Units Scale Factor Converg.
 FA1959;SPC NC       -   183,531.531   500,687.055   MT  0.99987586   -0 41 31.5
 FA1959;SPC NC       -   602,136.36  1,642,670.78   sFT  0.99987586   -0 41 31.5
 FA1959;UTM  17      - 3,917,536.448   572,728.009   MT  0.99966518   +0 27 50.2
 FA1959
 FA1959                          SUPERSEDED SURVEY CONTROL
 FA1959
 FA1959  NAD 83(1986)-  35 23 54.78442(N)    080 11 56.77431(W) AD(       ) 4
 FA1959  NAD 27      -  35 23 54.26976(N)    080 11 57.57345(W) AD(       ) 3
 FA1959
 FA1959.Superseded values are not recommended for survey control.
 FA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1959.See file dsdata.txt to determine how the superseded data were derived.
 FA1959
 FA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7272817536(NAD 83)
 FA1959_MARKER: 53 = ELEVATED TANK
 FA1959
 FA1959  HISTORY     - Date     Condition        Report By
 FA1959  HISTORY     - 1974     FIRST OBSERVED   NCGS
 FA1959  HISTORY     - 19990310 GOOD             USPSQD
 FA1959
 FA1959                          STATION DESCRIPTION
 FA1959
 FA1959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1959'CITY OF ALBEMARLE, NORTH MUN. WATER TANK IS A N. C. GEODETIC SURVEY
 FA1959'INTERSECTION STATION ESTABLISHED IN THE VICINITY OF ALBEMARLE,
 FA1959'NORTH CAROLINA.
 FA1959'
 FA1959'CITY OF ALBEMARLE, NORTH MUN. WATER TANK IS LOCATED APPROXIMATELY
 FA1959'3.3 MILES NORTH OF ALBEMARLE.  TO REACH STATION FROM INTERSECTION
 FA1959'OF NC 73 WITH U.S. 52 NEAR THE CENTER OF ALBEMARLE, PROCEED NORTH
 FA1959'ALONG U.S. 52 FOR 3.5 MILES TO STATION ON THE RIGHT AT THE CITY OF
 FA1959'ALBEMARLE WATER PLANT.  STATION IS A STEEL STRUCTURE, DOME SHAPED
 FA1959'ON TOP, PAINTED SILVER, AND SUPPORTED BY FOUR LEGS WITH A
 FA1959'STANDPIPE IN THE MIDDLE.
 FA1959'
 FA1959'POINT INTERSECTED WAS THE CENTER OF THE CAP ON TOP.
 FA1959
 FA1959                          STATION RECOVERY (1999)
 FA1959
 FA1959'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8261 ***********************************************************************
 AE8261  DESIGNATION -  ALBEMARLE RESET
 AE8261  PID         -  AE8261
 AE8261  STATE/COUNTY-  NC/STANLY
 AE8261  USGS QUAD   -  ALBEMARLE (1993)
 AE8261
 AE8261                         *CURRENT SURVEY CONTROL
 AE8261  ___________________________________________________________________
 AE8261* NAD 83(1986)-  35 21 08.     (N)    080 11 54.     (W)     SCALED    
 AE8261* NAVD 88     -       154.381  (meters)     506.50   (feet)  ADJUSTED  
 AE8261  ___________________________________________________________________
 AE8261  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AE8261  DYNAMIC HT  -         154.245 (meters)     506.05  (feet)  COMP
 AE8261  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 AE8261
 AE8261  VERT ORDER  -  SECOND    CLASS II
 AE8261
 AE8261.The horizontal coordinates were scaled from a topographic map and have
 AE8261.an estimated accuracy of +/- 6 seconds.
 AE8261
 AE8261.The orthometric height was determined by differential leveling
 AE8261.and adjusted in February 2009.
 AE8261.No vertical observational check was made to the station.
 AE8261
 AE8261.The geoid height was determined by GEOID03.
 AE8261
 AE8261.The dynamic height is computed by dividing the NAVD 88
 AE8261.geopotential number by the normal gravity value computed on the
 AE8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8261.degrees latitude (g = 980.6199 gals.).
 AE8261
 AE8261.The modeled gravity was interpolated from observed gravity values.
 AE8261
 AE8261;                    North         East    Units  Estimated Accuracy
 AE8261;SPC NC       -   178,390.      500,700.      MT  (+/- 180 meters Scaled)
 AE8261
 AE8261                          SUPERSEDED SURVEY CONTROL
 AE8261
 AE8261.No superseded survey control is available for this station.
 AE8261
 AE8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV728123(NAD 83)
 AE8261_MARKER: DB = BENCH MARK DISK
 AE8261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE8261_SP_SET: PAD FOR FLAGPOLE
 AE8261_STAMPING: ALBEMARLE RESET 1975 1996
 AE8261_MARK LOGO: NGS   
 AE8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8261+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 AE8261
 AE8261  HISTORY     - Date     Condition        Report By
 AE8261  HISTORY     - 1996     MONUMENTED       NGS
 AE8261  HISTORY     - 19960510 GOOD             NCGS
 AE8261  HISTORY     - 20031211 GOOD             NCGS
 AE8261  HISTORY     - 20031211 GOOD             NCGS
 AE8261  HISTORY     - 20050308 GOOD             USPSQD
 AE8261  HISTORY     - 20060308 GOOD             USPSQD
 AE8261
 AE8261                          STATION DESCRIPTION
 AE8261
 AE8261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AE8261'RECOVERED AS DESCRIBED. ELEVATION WAS FOUND TO BE INCORRECT SO MARK
 AE8261'WAS RESTAMPED WITH NEW DATE.
 AE8261
 AE8261                          STATION RECOVERY (1996)
 AE8261
 AE8261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (TRW)
 AE8261'STATION IS LOCATED IN ALBEMARLE. AT THE WEST SIDE OF THE STANLY COUNTY
 AE8261'COURTHOUSE, ON THE EAST SIDE OF SECOND STREET, 1-FOOT SOUTH OF THE
 AE8261'SOUTH ONE OF TWO FLAG POLES ON EITHER SIDE OF THE MAIN ENTRANCE, IN
 AE8261'THE CONCRETE BASE.
 AE8261
 AE8261                          STATION RECOVERY (2003)
 AE8261
 AE8261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AE8261'RECOVERED AS DESCRIBED.
 AE8261
 AE8261                          STATION RECOVERY (2003)
 AE8261
 AE8261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AE8261'RECOVERED AS DESCRIBED.
 AE8261
 AE8261                          STATION RECOVERY (2005)
 AE8261
 AE8261'RECOVERY NOTE BY US POWER SQUADRON 2005
 AE8261'RECOVERED IN GOOD CONDITION.
 AE8261
 AE8261                          STATION RECOVERY (2006)
 AE8261
 AE8261'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE8261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1907 ***********************************************************************
 FA1907  DESIGNATION -  ALBEMARLE WISCASSETT CO STK
 FA1907  PID         -  FA1907
 FA1907  STATE/COUNTY-  NC/STANLY
 FA1907  USGS QUAD   -  ALBEMARLE (1993)
 FA1907
 FA1907                         *CURRENT SURVEY CONTROL
 FA1907  ___________________________________________________________________
 FA1907* NAD 83(2001)-  35 21 26.31011(N)    080 12 10.01626(W)     ADJUSTED  
 FA1907* NAVD 88     -              **(meters)            **(feet)            
 FA1907  ___________________________________________________________________
 FA1907  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FA1907  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA1907  HORZ ORDER  -  THIRD
 FA1907
 FA1907.The horizontal coordinates were established by classical geodetic methods
 FA1907.and adjusted by the National Geodetic Survey in August 2005.
 FA1907
 FA1907
 FA1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1907
 FA1907.The geoid height was determined by GEOID03.
 FA1907
 FA1907;                    North         East     Units Scale Factor Converg.
 FA1907;SPC NC       -   178,961.033   500,297.278   MT  0.99987428   -0 41 39.2
 FA1907;SPC NC       -   587,141.32  1,641,391.99   sFT  0.99987428   -0 41 39.2
 FA1907;UTM  17      - 3,912,959.980   572,430.566   MT  0.99966465   +0 27 40.9
 FA1907
 FA1907                          SUPERSEDED SURVEY CONTROL
 FA1907
 FA1907  NAD 83(1986)-  35 21 26.32171(N)    080 12 10.02644(W) AD(       ) 4
 FA1907  NAD 27      -  35 21 25.80300(N)    080 12 10.81300(W) AD(       ) 3
 FA1907
 FA1907.Superseded values are not recommended for survey control.
 FA1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1907.See file dsdata.txt to determine how the superseded data were derived.
 FA1907
 FA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7243112960(NAD 83)
 FA1907_MARKER: 63 = STACK
 FA1907
 FA1907  HISTORY     - Date     Condition        Report By
 FA1907  HISTORY     - 1948     FIRST OBSERVED   CGS
 FA1907  HISTORY     - 1967     GOOD             CGS
 FA1907
 FA1907                          STATION DESCRIPTION
 FA1907
 FA1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1907'STATION IS LOCATED IN THE CITY OF ALBEMARLE AT THE JUNCTION OF
 FA1907'NORTH 3RD STREET AND MONTGOMERY AVENUE.  IT IS 250 FEET WEST OF
 FA1907'MONTGOMERY AVENUE AND 150 FEET NORTH OF NORTH 3RD STREET.  STACK
 FA1907'IS MADE OF RED BRICK, ABOUT 100 FEET HIGH AND 30 FEET WIDE AT
 FA1907'THE BOTTOM, HAS A FLARED TOP AND IS ABOUT 10 FEET WIDE AT THE
 FA1907'TOP.
 FA1907'
 FA1907'POINT OF INTERSECTION WAS THE CENTER OF STACK.
 FA1907
 FA1907                          STATION RECOVERY (1967)
 FA1907
 FA1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 FA1907'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948, EXCEPT IT IS
 FA1907'BETWEEN THE WINSTON-SALEM SOUTHBOUND RAILWAY TRACKS AND THOSE
 FA1907'OF THE CAROLINA AND NORTHWESTERN RAILWAY (FORMERLY THE YADKIN
 FA1907'RAILROAD), AT A POINT OPPOSITE MONTGOMERY STREET EXTENDED, AND
 FA1907'2,000 FEET WEST OF N. 3RD STREET, A SHORT DISTANCE NORTH OF
 FA1907'EFIRD BALL PARK.  THIS IS THE HIGHEST BRICK STACK IN THE
 FA1907'VICINITY, IS AT THE WISCASSETT MILLS COMPANY PLANT, AND THE
 FA1907'PLOTTING CHECKS WITH THE PUBLISHED POSITION.
 FA1907'
 FA1907'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA1907'AT ALBEMARLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3609 ***********************************************************************
 FA3609  DESIGNATION -  ALBEPORT AZ MK
 FA3609  PID         -  FA3609
 FA3609  STATE/COUNTY-  NC/STANLY
 FA3609  USGS QUAD   -  NEW LONDON (1994)
 FA3609
 FA3609                         *CURRENT SURVEY CONTROL
 FA3609  ___________________________________________________________________
 FA3609* NAD 83(2001)-  35 24 47.44396(N)    080 09 14.43602(W)     ADJUSTED  
 FA3609* NAVD 88     -       183.5    (meters)     602.     (feet)  VERTCON   
 FA3609  ___________________________________________________________________
 FA3609  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FA3609  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA3609  HORZ ORDER  -  THIRD
 FA3609
 FA3609.This mark is at Stanly County Airport (VUJ)
 FA3609
 FA3609.The horizontal coordinates were established by GPS observations
 FA3609.and adjusted by the National Geodetic Survey in August 2005.
 FA3609
 FA3609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3609
 FA3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3609
 FA3609.The geoid height was determined by GEOID03.
 FA3609
 FA3609;                    North         East     Units Scale Factor Converg.
 FA3609;SPC NC       -   185,105.930   504,801.350   MT  0.99987654   -0 39 57.8
 FA3609;SPC NC       -   607,301.71  1,656,169.10   sFT  0.99987654   -0 39 57.8
 FA3609;UTM  17      - 3,919,193.200   576,808.852   MT  0.99967270   +0 29 24.9
 FA3609
 FA3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3609!SPC NC       -   0.99997596  x   0.99987654  =   0.99985250
 FA3609!UTM  17      -   0.99997596  x   0.99967270  =   0.99964867
 FA3609
 FA3609|---------------------------------------------------------------------|
 FA3609| PID    Reference Object                     Distance      Geod. Az  |
 FA3609|                                                           dddmmss.s |
 FA3609| FA3606 ALBEPORT                            380.794 METERS 19723     |
 FA3609|---------------------------------------------------------------------|
 FA3609
 FA3609                          SUPERSEDED SURVEY CONTROL
 FA3609
 FA3609  NAD 83(1986)-  35 24 47.45341(N)    080 09 14.44428(W) AD(       ) 3
 FA3609  NAD 27      -  35 24 46.94516(N)    080 09 15.25353(W) AD(       ) 3
 FA3609  NGVD 29 (01/20/89)  183.7    (m)          603.     (f) GPS OBS     3  
 FA3609
 FA3609.Superseded values are not recommended for survey control.
 FA3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3609.See file dsdata.txt to determine how the superseded data were derived.
 FA3609
 FA3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7680919193(NAD 83)
 FA3609_MARKER: DZ = AZIMUTH MARK DISK
 FA3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3609_SP_SET: CONCRETE POST
 FA3609_STAMPING: ALBEPORT 1986
 FA3609_MARK LOGO: NGS   
 FA3609_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3609+STABILITY: SURFACE MOTION
 FA3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3609+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1990
 FA3609
 FA3609  HISTORY     - Date     Condition        Report By
 FA3609  HISTORY     - 1986     MONUMENTED       NGS
 FA3609  HISTORY     - 1986     GOOD             NGS
 FA3609  HISTORY     - 19901029 GOOD             NCGS
 FA3609
 FA3609                          STATION DESCRIPTION
 FA3609
 FA3609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA3609'THE STATION IS LOCATED AT THE STANLY AIRPORT AND AT THE WINDSOCK.
 FA3609'OWNERSHIP--STANLY COUNTY, MR. DAVID GRIFFIN - AIRPORT MANAGER, 201
 FA3609'SECOND ST, ALBEMARLE NC 28001, PHONE 704-982-9013.
 FA3609'
 FA3609'TO REACH THE STATION FROM THE CITY OF ALBEMARLE WATER WORKS
 FA3609'BUILDING (NORTH ENTRANCE) WHICH IS IN NORTH ALBEMARLE, OFF U.S.
 FA3609'HIGHWAY 52 (LARGE PALE BLUE WATER TANK BY BUILDING), GO
 FA3609'NORTH FOR 0.2 KM (0.15 MI) ON HIGHWAY 52 TO AN AIRPORT SIGN AND
 FA3609'SIDE ROAD RIGHT (PROSPECT CH RD).
 FA3609'TURN RIGHT AND GO EAST FOR 1.4 KM (0.9 MI) ON PROSPECT CH RD TO
 FA3609'MOUNTAIN CREEK RD.  CONTINUE AHEAD EASTERLY FOR 2.2 KM (1.35 MI),
 FA3609'ROAD TURNS INTO AIRPORT ROAD (SR 1524), TO PALESTINE ROAD.
 FA3609'CONTINUE AHEAD EASTERLY FOR 1.6 KM (1.0 MI) ON AIRPORT ROAD TO A
 FA3609'PAVED ROAD LEFT AND AIRPORT SIGN INTO AIRPORT.
 FA3609'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE ROAD, PASSING
 FA3609'THRU GATE, TO THE AIRPORT TERMINAL AHEAD.  KEEP LEFT OF BUILDING
 FA3609'FOR 0.2 KM (0.1 MI), PASSING THRU ANOTHER GATE ACROSS ASPHALT APRON
 FA3609'AND RAMP TO A TAXIWAY.  TURN LEFT AND GO SOUTHERLY FOR 0.3 KM (0.2
 FA3609'MI) ON THE TAXIWAY TO STATION ALBEPORT ON THE RIGHT BETWEEN THE
 FA3609'TAXIWAY AND RUNWAY.  CONTINUE ON THE TAXIWAY AND AROUND THE END OF
 FA3609'RUNWAY FOR 0.2 KM (0.1 MI).  GO NORTHEAST ALONG THE NORTHWEST SIDE
 FA3609'OF THE RUNWAY FOR 0.1 KM (0.05 MI) TO A VASI LIGHT.  KEEP LEFT
 FA3609'UPHILL, THEN RIGHT ALONG THE RIDGE FOR 0.3 KM (0.2 MI) TO THE
 FA3609'WINDSOCK AND THE STATION.
 FA3609'
 FA3609'THE STATION IS A STANDARD NGS DISK
 FA3609'STAMPED---ALBEPORT 1986---,
 FA3609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FA3609'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 FA3609'27.28 METERS (89.5 FT) EAST-SOUTHEAST FROM A WINDSOCK POLE,
 FA3609'15.85 METERS (52.0 FT) EAST FROM THE SOUTH CORNER OF A CONCRETE PAD
 FA3609'4 FEET BY 10 FEET,
 FA3609'14.33 METERS (47.0 FT) SOUTHEAST FROM THE NORTH CORNER OF THE
 FA3609'CONCRETE PAD,
 FA3609'0.85 METERS (2.8 FT) WEST FROM A WITNESS POST AND
 FA3609'0.76 METERS (2.5 FT) NORTH FROM A WITNESS POST.
 FA3609'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FA3609'STAMPED---ALBEPORT 1986---,
 FA3609'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 FA3609'
 FA3609'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FA3609'
 FA3609'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA3609'MARCH 1986.
 FA3609'
 FA3609'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA3609'
 FA3609'DESCRIBED BY J.N. LEONHARDT.
 FA3609
 FA3609                          STATION RECOVERY (1986)
 FA3609
 FA3609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 FA3609'RECOVERED IN GOOD CONDITION.
 FA3609
 FA3609                          STATION RECOVERY (1990)
 FA3609
 FA3609'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA3609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5160 ***********************************************************************
 FA5160  DESIGNATION -  ALBEPORT AZ MK 2
 FA5160  PID         -  FA5160
 FA5160  STATE/COUNTY-  NC/STANLY
 FA5160  USGS QUAD   -  NEW LONDON (1994)
 FA5160
 FA5160                         *CURRENT SURVEY CONTROL
 FA5160  ___________________________________________________________________
 FA5160* NAD 83(2007)-  35 24 28.21495(N)    080 09 14.17808(W)     ADJUSTED  
 FA5160* NAVD 88     -       185.195  (meters)     607.59   (feet)  ADJUSTED  
 FA5160  ___________________________________________________________________
 FA5160  EPOCH DATE  -        2002.00
 FA5160  X           -     889,972.676 (meters)                     COMP
 FA5160  Y           -  -5,127,810.694 (meters)                     COMP
 FA5160  Z           -   3,674,928.359 (meters)                     COMP
 FA5160  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 FA5160  ELLIP HEIGHT-         154.908 (meters)          (02/10/07) ADJUSTED
 FA5160  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA5160  DYNAMIC HT  -         185.031 (meters)     607.06  (feet)  COMP
 FA5160
 FA5160  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5160  Type    PID    Designation                      North   East  Ellip
 FA5160  -------------------------------------------------------------------
 FA5160  NETWORK FA5160 ALBEPORT AZ MK 2                  0.53   0.35   0.84
 FA5160  -------------------------------------------------------------------
 FA5160  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 FA5160
 FA5160  VERT ORDER  -  THIRD
 FA5160
 FA5160.This mark is at Stanly County Airport (VUJ)
 FA5160
 FA5160.The horizontal coordinates were established by GPS observations
 FA5160.and adjusted by the National Geodetic Survey in February 2007.
 FA5160
 FA5160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5160.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5160.The horizontal coordinates are valid at the epoch date displayed above.
 FA5160.The epoch date for horizontal control is a decimal equivalence
 FA5160.of Year/Month/Day.
 FA5160
 FA5160.The orthometric height was determined by differential leveling
 FA5160.and adjusted in July 1999.
 FA5160.No vertical observational check was made to the station.
 FA5160
 FA5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5160
 FA5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5160
 FA5160.The ellipsoidal height was determined by GPS observations
 FA5160.and is referenced to NAD 83.
 FA5160
 FA5160.The geoid height was determined by GEOID03.
 FA5160
 FA5160.The dynamic height is computed by dividing the NAVD 88
 FA5160.geopotential number by the normal gravity value computed on the
 FA5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA5160.degrees latitude (g = 980.6199 gals.).
 FA5160
 FA5160.The modeled gravity was interpolated from observed gravity values.
 FA5160
 FA5160;                    North         East     Units Scale Factor Converg.
 FA5160;SPC NC       -   184,513.351   504,800.968   MT  0.99987629   -0 39 57.7
 FA5160;SPC NC       -   605,357.55  1,656,167.84   sFT  0.99987629   -0 39 57.7
 FA5160;UTM  17      - 3,918,600.854   576,820.427   MT  0.99967272   +0 29 24.8
 FA5160
 FA5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5160!SPC NC       -   0.99997569  x   0.99987629  =   0.99985198
 FA5160!UTM  17      -   0.99997569  x   0.99967272  =   0.99964841
 FA5160
 FA5160|---------------------------------------------------------------------|
 FA5160| PID    Reference Object                     Distance      Geod. Az  |
 FA5160|                                                           dddmmss.s |
 FA5160| FA3606 ALBEPORT                            258.755 METERS 33219     |
 FA5160|---------------------------------------------------------------------|
 FA5160
 FA5160                          SUPERSEDED SURVEY CONTROL
 FA5160
 FA5160  NAD 83(2001)-  35 24 28.21494(N)    080 09 14.17836(W) AD(       ) 1
 FA5160  ELLIP H (03/13/03)  154.912  (m)                       GP(       ) 4 2
 FA5160  NAD 83(1986)-  35 24 28.22672(N)    080 09 14.19024(W) AD(       ) 1
 FA5160  NAD 83(1986)-  35 24 28.22437(N)    080 09 14.18683(W) AD(       ) 2
 FA5160  NGVD 29 (12/22/97)  185.5    (m)          609.     (f) GPS OBS     3  
 FA5160
 FA5160.Superseded values are not recommended for survey control.
 FA5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5160.See file dsdata.txt to determine how the superseded data were derived.
 FA5160
 FA5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7682018601(NAD 83)
 FA5160_MARKER: DZ = AZIMUTH MARK DISK
 FA5160_SETTING: 66 = SET IN ROCK OUTCROP
 FA5160_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FA5160_STAMPING: ALBEPORT 2 1990
 FA5160_MARK LOGO: NGS   
 FA5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA5160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FA5160+STABILITY: POSITION/ELEVATION WELL
 FA5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5160+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 FA5160
 FA5160  HISTORY     - Date     Condition        Report By
 FA5160  HISTORY     - 1990     MONUMENTED       NCGS
 FA5160  HISTORY     - 19960506 GOOD             NCGS
 FA5160  HISTORY     - 19961112 GOOD             NCGS
 FA5160  HISTORY     - 20041118 GOOD             NCDOT
 FA5160
 FA5160                          STATION DESCRIPTION
 FA5160
 FA5160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5160'STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHEAST OF
 FA5160'ALBEMARLE, AT THE STANLY COUNTY AIRPORT.
 FA5160'ALONG SR 1549 FOR 0.3 MI (0.5 KM) SOUTHWEST FROM THE ENTRANCE ROAD TO
 FA5160'THE AIRPORT, OR 0.65 MI (1.05 KM) NORTHEAST OF THE RAILROAD CROSSING.
 FA5160'MARK IS ABOUT LEVEL WITH THE ROAD AND  PROJECTS 4 INCHES ABOVE GROUND
 FA5160'LEVEL.  LOCATED 17.2 M (56.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 FA5160'SR 1549, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS
 FA5160'POST--AND 56.2 M (184.4 FT) NORTHEAST OF A POWER POLE, 30.75 M
 FA5160'(100.89 FT) NORTHWEST OF A 10-INCH OAK--BOTH WITH  REFERENCE TAGS.
 FA5160
 FA5160                          STATION RECOVERY (1996)
 FA5160
 FA5160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA5160'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF ALBEMARLE.
 FA5160'AT THE STANLY COUNTY AIRPORT ON SR 1549, 0.3 MI (0.5 KM) SOUTHWEST OF
 FA5160'THE ENTRANCE ROAD TO THE AIRPORT, ON THE NORTHWEST SIDE OF THE ROAD,
 FA5160'OR 0.65 MI (1.05 KM) NORTHEAST OF THE RAILROAD CROSSING. MARK IS ABOUT
 FA5160'LEVEL WITH ROAD AND FLUSH IN A ROCK OUTCROP THAT PROJECTS ABOUT 4
 FA5160'INCHES ABOVE GROUND.  LOCATED 56.43 FT (17.20 M) NORTH-NORTHWEST OF
 FA5160'THE CENTERLINE OF SR 1549, 2.3 FT (0.7 M) SOUTH-SOUTHEAST OF A WITNESS
 FA5160'POST--AND 184.4 FT (56.2 M) NORTHEAST OF A POWER POLE, 100.9 FT (30.8
 FA5160'M) NORTHWEST OF A 10-INCH OAK--BOTH WITH REFERENCE TAGS.
 FA5160
 FA5160                          STATION RECOVERY (1996)
 FA5160
 FA5160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA5160'RECOVERED AS DESCRIBED.
 FA5160
 FA5160                          STATION RECOVERY (2004)
 FA5160
 FA5160'RECOVERY NOTE BY 
NC DOT 2004 (JIJ)
 FA5160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0521 ***********************************************************************
 EB0521  DESIGNATION -  ALBERT
 EB0521  PID         -  EB0521
 EB0521  STATE/COUNTY-  NC/COLUMBUS
 EB0521  USGS QUAD   -  CLARKTON (1987)
 EB0521
 EB0521                         *CURRENT SURVEY CONTROL
 EB0521  ___________________________________________________________________
 EB0521* NAD 83(2001)-  34 26 55.11145(N)    078 42 38.63797(W)     ADJUSTED  
 EB0521* NAVD 88     -        30.195  (meters)      99.06   (feet)  ADJUSTED  
 EB0521  ___________________________________________________________________
 EB0521  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 EB0521  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 EB0521  DYNAMIC HT  -          30.166 (meters)      98.97  (feet)  COMP
 EB0521  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EB0521
 EB0521  HORZ ORDER  -  SECOND
 EB0521  VERT ORDER  -  SECOND    CLASS II
 EB0521
 EB0521.The horizontal coordinates were established by classical geodetic methods
 EB0521.and adjusted by the National Geodetic Survey in August 2005.
 EB0521
 EB0521.The orthometric height was determined by differential leveling
 EB0521.and adjusted in June 1991.
 EB0521
 EB0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0521
 EB0521.The geoid height was determined by GEOID03.
 EB0521
 EB0521.The dynamic height is computed by dividing the NAVD 88
 EB0521.geopotential number by the normal gravity value computed on the
 EB0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0521.degrees latitude (g = 980.6199 gals.).
 EB0521
 EB0521.The modeled gravity was interpolated from observed gravity values.
 EB0521
 EB0521;                    North         East     Units Scale Factor Converg.
 EB0521;SPC NC       -    77,541.162   636,182.965   MT  0.99997006   +0 10 01.0
 EB0521;SPC NC       -   254,399.63  2,087,210.28   sFT  0.99997006   +0 10 01.0
 EB0521;UTM  17      - 3,814,279.757   710,311.271   MT  1.00014522   +1 17 43.6
 EB0521
 EB0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0521!SPC NC       -   1.00000068  x   0.99997006  =   0.99997074
 EB0521!UTM  17      -   1.00000068  x   1.00014522  =   1.00014590
 EB0521
 EB0521:                Primary Azimuth Mark                     Grid Az
 EB0521:SPC NC       -  ELKINS                                   071 59 16.4
 EB0521:UTM  17      -  ELKINS                                   070 51 33.8
 EB0521
 EB0521|---------------------------------------------------------------------|
 EB0521| PID    Reference Object                     Distance      Geod. Az  |
 EB0521|                                                           dddmmss.s |
 EB0521| EB0520 ELKINS                              APPROX. 0.6 KM 0720917.4 |
 EB0521|---------------------------------------------------------------------|
 EB0521
 EB0521                          SUPERSEDED SURVEY CONTROL
 EB0521
 EB0521  NAD 83(1986)-  34 26 55.11719(N)    078 42 38.64317(W) AD(       ) 2
 EB0521  NAD 27      -  34 26 54.51262(N)    078 42 39.58629(W) AD(       ) 2
 EB0521  NGVD 29 (??/??/92)   30.498  (m)          100.06   (f) ADJ UNCH    2 2
 EB0521
 EB0521.Superseded values are not recommended for survey control.
 EB0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0521.See file dsdata.txt to determine how the superseded data were derived.
 EB0521
 EB0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1031114280(NAD 83)
 EB0521_MARKER: DE = TRAVERSE STATION DISK
 EB0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0521_STAMPING: ALBERT 1973
 EB0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0521+STABILITY: SURFACE MOTION
 EB0521
 EB0521  HISTORY     - Date     Condition        Report By
 EB0521  HISTORY     - 1973     MONUMENTED       NCGS
 EB0521  HISTORY     - 1974     GOOD             NCGS
 EB0521
 EB0521                          STATION DESCRIPTION
 EB0521
 EB0521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0521'ALBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0521'THE VICINITY OF CLARKTON, NORTH CAROLINA.
 EB0521'
 EB0521'ALBERT IS LOCATED APPROXIMATELY 4.1 MILES SW OF CLARKTON, AND 7.5
 EB0521'MILES NORTH OF WHITEVILLE.  TO REACH STATION FROM US 701
 EB0521'INTERSECTION WITH COLUMBUS-BLADEN COUNTY LINE SOUTH OF CLARKTON.
 EB0521'PROCEED SW ALONG US 701 FOR 2.9 MILES TO STATION ON THE LEFT.
 EB0521'0.1 MILE WEST OF INTERSECTION WITH SR 1544 (NORTH).  ON EAST SIDE
 EB0521'OF ALBERT BASS DRIVEWAY.
 EB0521'
 EB0521'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALBERT
 EB0521'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB0521'FLUSH WITH THE GROUND.
 EB0521'
 EB0521'MARK IS
 EB0521'
 EB0521'40.2 FEET S OF C/L OF US 701.
 EB0521'18.5 FEET E OF C/L OF DRIVEWAY (SOUTH).
 EB0521'19.9 FEET N OF PP NO. 1456.
 EB0521'113.3 FEET W OF SOUTH PROJECTION OF DRIVEWAY NORTH.
 EB0521'14.8 FEET S OF 4 X 4 MAIL BOX POST.
 EB0521
 EB0521                          STATION RECOVERY (1974)
 EB0521
 EB0521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0521'4.1 MI SW FROM CLARKTON.
 EB0521'ALBERT IS LOCATED APPROXIMATELY 7.5 MILES NORTH OF WHITEVILLE.
 EB0521'TO REACH STATION FROM US 701 INTERSECTION WITH COLUMBUS-BLADEN
 EB0521'COUNTY LINE SOUTH OF CLARKTON, PROCEED SW ALONG US 701 FOR 2.9
 EB0521'MILES TO STATION ON THE LEFT, 0.1 MILE WEST OF INTERSECTION
 EB0521'WITH SR 1544 (NORTH), ON EAST SIDE OF ALBERT BASS DRIVEWAY,
 EB0521'40.2 FT S OF C/L OF US 701, 18.5 FT E OF C/L OF DRIVEWAY (SOUTH),
 EB0521'19.9 FT N OF PP 1456, 113.3 FT W OF SOUTH PROJECTION OF DRIVEWAY
 EB0521'NORTH, AND 14.8 FT S OF 4 X 4 MAIL BOX POST.  DISK IS SET IN
 EB0521'CONCRETE CYLINDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2014 ***********************************************************************
 FA2014  DESIGNATION -  ALBERT
 FA2014  PID         -  FA2014
 FA2014  STATE/COUNTY-  NC/ANSON
 FA2014  USGS QUAD   -  POLKTON (1970)
 FA2014
 FA2014                         *CURRENT SURVEY CONTROL
 FA2014  ___________________________________________________________________
 FA2014* NAD 83(2001)-  35 05 53.23181(N)    080 08 31.29967(W)     ADJUSTED  
 FA2014* NAVD 88     -       118.5    (meters)     389.     (feet)  VERTCON   
 FA2014  ___________________________________________________________________
 FA2014  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FA2014  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FA2014  HORZ ORDER  -  SECOND
 FA2014
 FA2014.The horizontal coordinates were established by classical geodetic methods
 FA2014.and adjusted by the National Geodetic Survey in August 2005.
 FA2014
 FA2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2014
 FA2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2014
 FA2014.The geoid height was determined by GEOID03.
 FA2014
 FA2014;                    North         East     Units Scale Factor Converg.
 FA2014;SPC NC       -   150,145.772   505,487.396   MT  0.99987617   -0 39 32.9
 FA2014;SPC NC       -   492,603.25  1,658,419.90   sFT  0.99987617   -0 39 32.9
 FA2014;UTM  17      - 3,884,260.942   578,198.819   MT  0.99967536   +0 29 36.0
 FA2014
 FA2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2014!SPC NC       -   0.99998619  x   0.99987617  =   0.99986236
 FA2014!UTM  17      -   0.99998619  x   0.99967536  =   0.99966155
 FA2014
 FA2014:                Primary Azimuth Mark                     Grid Az
 FA2014:SPC NC       -  LEE                                      069 59 37.3
 FA2014:UTM  17      -  LEE                                      068 50 28.4
 FA2014
 FA2014|---------------------------------------------------------------------|
 FA2014| PID    Reference Object                     Distance      Geod. Az  |
 FA2014|                                                           dddmmss.s |
 FA2014| FA2012 LEE                                 402.051 METERS 0692004.4 |
 FA2014| FA2015 MARTIN                              421.924 METERS 2474526.3 |
 FA2014|---------------------------------------------------------------------|
 FA2014
 FA2014                          SUPERSEDED SURVEY CONTROL
 FA2014
 FA2014  NAD 83(1986)-  35 05 53.24335(N)    080 08 31.31189(W) AD(       ) 2
 FA2014  NAD 27      -  35 05 52.70484(N)    080 08 32.09179(W) AD(       ) 2
 FA2014  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG    3  
 FA2014
 FA2014.Superseded values are not recommended for survey control.
 FA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2014.See file dsdata.txt to determine how the superseded data were derived.
 FA2014
 FA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7819984261(NAD 83)
 FA2014_MARKER: DE = TRAVERSE STATION DISK
 FA2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2014_STAMPING: ALBERT 1970
 FA2014_MARK LOGO: NCGS  
 FA2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2014+STABILITY: SURFACE MOTION
 FA2014
 FA2014  HISTORY     - Date     Condition        Report By
 FA2014  HISTORY     - 1970     MONUMENTED       NCGS
 FA2014  HISTORY     - 1987     GOOD             USPSQD
 FA2014
 FA2014                          STATION DESCRIPTION
 FA2014
 FA2014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2014'ALBERT IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION
 FA2014'ESTABLISHED IN THE VICINITY OF WADESBORO, NORTH CAROLINA.
 FA2014'
 FA2014'ALBERT IS LOCATED APPROXIMATELY 1.9 MILES WEST OF ANSONVILLE.  TO
 FA2014'REACH STATION PROCEED FROM THE INTERSECTION OF US 52 AND SR 1418 IN
 FA2014'ANSONVILLE, GO WEST ON SR 1418 FOR 0.7 MILE TO INTERSECTION OF SR
 FA2014'1418 AND SR 1620, CONTINUE WEST ON SR 1418 FOR 1.3 MILES TO LANE
 FA2014'ON LEFT LEADING TO HOME OF ALBERT DAVIS.  STATION IS ON WEST SIDE,
 FA2014'APPROXIMATELY 100 FEET FROM SR 1418, AND 0.25 MILE EAST OF
 FA2014'INTERSECTION OF SR 1418 AND SR 1618.
 FA2014'
 FA2014'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALBERT
 FA2014'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2014'FLUSH WITH THE SURFACE OF THE GROUND.
 FA2014'
 FA2014'MARK IS
 FA2014'127.0 FEET SSE OF C/L OF SR 1418.
 FA2014'96.9 FEET E OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FA2014'21.9 FEET N OF BASE OF 48 INCH OAK TREE.
 FA2014'107.3 FEET SW OF ALUMINUM REF. TAG ON TP.
 FA2014'34.3 FEET NNE OF NE PILLAR OF FRONT PORCH.
 FA2014'68.2 FEET NE OF NW PILLAR OF FRONT PORCH.
 FA2014
 FA2014                          STATION RECOVERY (1987)
 FA2014
 FA2014'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3527 ***********************************************************************
 EZ3527  DESIGNATION -  ALBERT
 EZ3527  PID         -  EZ3527
 EZ3527  STATE/COUNTY-  NC/LEE
 EZ3527  USGS QUAD   -  WHITE HILL (1974)
 EZ3527
 EZ3527                         *CURRENT SURVEY CONTROL
 EZ3527  ___________________________________________________________________
 EZ3527* NAD 83(2001)-  35 29 16.89287(N)    079 18 42.88386(W)     ADJUSTED  
 EZ3527* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 EZ3527  ___________________________________________________________________
 EZ3527  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EZ3527  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 EZ3527  HORZ ORDER  -  SECOND
 EZ3527
 EZ3527.The horizontal coordinates were established by classical geodetic methods
 EZ3527.and adjusted by the National Geodetic Survey in August 2005.
 EZ3527
 EZ3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3527
 EZ3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3527
 EZ3527.The geoid height was determined by GEOID03.
 EZ3527
 EZ3527;                    North         East     Units Scale Factor Converg.
 EZ3527;SPC NC       -   192,844.410   581,300.831   MT  0.99988106   -0 10 48.1
 EZ3527;SPC NC       -   632,690.37  1,907,151.14   sFT  0.99988106   -0 10 48.1
 EZ3527;UTM  17      - 3,928,475.231   653,127.919   MT  0.99988896   +0 58 48.7
 EZ3527
 EZ3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3527!SPC NC       -   0.99998685  x   0.99988106  =   0.99986791
 EZ3527!UTM  17      -   0.99998685  x   0.99988896  =   0.99987581
 EZ3527
 EZ3527:                Primary Azimuth Mark                     Grid Az
 EZ3527:SPC NC       -  NEW HOPE                                 031 44 27.2
 EZ3527:UTM  17      -  NEW HOPE                                 030 34 50.4
 EZ3527
 EZ3527|---------------------------------------------------------------------|
 EZ3527| PID    Reference Object                     Distance      Geod. Az  |
 EZ3527|                                                           dddmmss.s |
 EZ3527| EZ3524 NEW HOPE                            APPROX. 0.9 KM 0313339.1 |
 EZ3527| EZ3530 DEBORAH                             APPROX. 0.5 KM 2085354.8 |
 EZ3527|---------------------------------------------------------------------|
 EZ3527
 EZ3527                          SUPERSEDED SURVEY CONTROL
 EZ3527
 EZ3527  NAD 83(1986)-  35 29 16.89275(N)    079 18 42.88926(W) AD(       ) 2
 EZ3527  NAD 27      -  35 29 16.34761(N)    079 18 43.79481(W) AD(       ) 2
 EZ3527  NGVD 29 (07/19/86)  115.3    (m)          378.     (f) VERT ANG    3  
 EZ3527
 EZ3527.Superseded values are not recommended for survey control.
 EZ3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3527.See file dsdata.txt to determine how the superseded data were derived.
 EZ3527
 EZ3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5312828475(NAD 83)
 EZ3527_MARKER: DE = TRAVERSE STATION DISK
 EZ3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3527_STAMPING: ALBERT 1977
 EZ3527_MARK LOGO: NCGS  
 EZ3527_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3527+STABILITY: SURFACE MOTION
 EZ3527
 EZ3527  HISTORY     - Date     Condition        Report By
 EZ3527  HISTORY     - 1977     MONUMENTED       NCGS
 EZ3527
 EZ3527                          STATION DESCRIPTION
 EZ3527
 EZ3527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ3527'THE STATION IS A N.C. GEODETIC SURVEY TRAVERS STATION LOCATED
 EZ3527'APPROXIMATELY 5.0 MILES SOUTH-SOUTHWEST OF GULF (CHATHAM COUNTY) AND
 EZ3527'8.6 MILES WEST OF SANFORD, NORTH CAROLINA.
 EZ3527'
 EZ3527'TO REACH THE STATION FROM THE INTERSECTION OF SR 1007 WITH NC 42 SOUTH
 EZ3527'OF GULF, PROCEED SOUTHERLY ALONG SR 1007 FOR 1.6 MILES TO STATION ON
 EZ3527'THE RIGHT, ON THE PROLONGATION OF THE SOUTHWEST SIDE OF A SMALL
 EZ3527'FRAME HOUSE, 0.55 MILES SOUTH OF NEW HOPE CHURCH AND 0.45 MILES SOUTH
 EZ3527'OF THE T INTERSECTION WITH SR 1365 (WEST).
 EZ3527'
 EZ3527'THE STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALBERT 1977---,
 EZ3527'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 EZ3527'GROUND. THE MARK IS 23.5 FEET NORTHWEST OF THE CENTERLINE OF SR 1007,
 EZ3527'35.4 FEET SOUTHWEST OF SOUTHWEST END OF CULVERT, 62.1 FEET WEST-
 EZ3527'NORTHWEST OF POWER POLE WITH ALUMINUM TAG, 3.4 FEET EAST-SOUTHEAST OF
 EZ3527'8 INCH PINE WITH ALUMINUM TAG, 12.2 FEET SOUTH OF 10 INCH PINE WITH
 EZ3527'ALUMINUM TAG, AND 17.0 FEET NORTHEAST OF 6 INCH PINE WITH ALUMINUM
 EZ3527'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4630 ***********************************************************************
 EZ4630  DESIGNATION -  ALBERT
 EZ4630  PID         -  EZ4630
 EZ4630  STATE/COUNTY-  NC/JOHNSTON
 EZ4630  USGS QUAD   -  FOUR OAKS (1986)
 EZ4630
 EZ4630                         *CURRENT SURVEY CONTROL
 EZ4630  ___________________________________________________________________
 EZ4630* NAD 83(2001)-  35 29 37.62131(N)    078 25 40.75223(W)     ADJUSTED  
 EZ4630* NAVD 88     -        72.1    (meters)     237.     (feet)  VERT ANG  
 EZ4630  ___________________________________________________________________
 EZ4630  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 EZ4630  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 EZ4630  HORZ ORDER  -  SECOND
 EZ4630
 EZ4630.The horizontal coordinates were established by classical geodetic methods
 EZ4630.and adjusted by the National Geodetic Survey in August 2005.
 EZ4630
 EZ4630.The orthometric height was determined by vertical angle observations.
 EZ4630
 EZ4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4630
 EZ4630.The geoid height was determined by GEOID03.
 EZ4630
 EZ4630;                    North         East     Units Scale Factor Converg.
 EZ4630;SPC NC       -   193,588.228   661,497.195   MT  0.99988148   +0 19 48.5
 EZ4630;SPC NC       -   635,130.71  2,170,262.05   sFT  0.99988148   +0 19 48.5
 EZ4630;UTM  17      - 3,930,845.681   733,307.568   MT  1.00027083   +1 29 38.5
 EZ4630
 EZ4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4630!SPC NC       -   0.99999402  x   0.99988148  =   0.99987550
 EZ4630!UTM  17      -   0.99999402  x   1.00027083  =   1.00026485
 EZ4630
 EZ4630:                Primary Azimuth Mark                     Grid Az
 EZ4630:SPC NC       -  ALBERT AZ MK 2                           008 49 33.9
 EZ4630:UTM  17      -  ALBERT AZ MK 2                           007 39 43.9
 EZ4630
 EZ4630|---------------------------------------------------------------------|
 EZ4630| PID    Reference Object                     Distance      Geod. Az  |
 EZ4630|                                                           dddmmss.s |
 EZ4630| AH4791 ALBERT AZ MK 2                      APPROX. 0.8 KM 0090922.4 |
 EZ4630| EZ6063 ALBERT RM 2                          60.945 METERS 00950     |
 EZ4630| EZ4305 SELMA MUNICIPAL TANK                APPROX.14.2 KM 0714203.2 |
 EZ4630| EZ4309 SMITHFIELD MUNICIPAL TANK           APPROX. 7.7 KM 0723548.8 |
 EZ4630| EZ4308 SMITHFIELD COTTON MILL STACK        APPROX. 8.9 KM 0765732.7 |
 EZ4630| EZ4621 SMITHFIELD CONCRETE STACK           APPROX. 7.4 KM 0863957.0 |
 EZ4630| EZ4631 ALBERT RM 3                          51.850 METERS 17934     |
 EZ4630| EZ4646 BENSON MUNICIPAL TANK               APPROX.16.4 KM 2220451.6 |
 EZ4630| EZ5246 CLEVELAND HIGH SCHOOL TANK          APPROX.12.2 KM 3114437.9 |
 EZ4630| EZ6062 ALBERT RM 1 AZIMUTH                                3523709.8 |
 EZ4630|---------------------------------------------------------------------|
 EZ4630
 EZ4630                          SUPERSEDED SURVEY CONTROL
 EZ4630
 EZ4630  NAD 83(1986)-  35 29 37.62746(N)    078 25 40.76489(W) AD(       ) 2
 EZ4630  NAD 83(1986)-  35 29 37.62731(N)    078 25 40.76037(W) AD(       ) 1
 EZ4630  NAD 27      -  35 29 37.04720(N)    078 25 41.74550(W) AD(       ) 1
 EZ4630  NGVD 29 (07/19/86)   73.02   (m)          239.6    (f) LEVELING    3  
 EZ4630
 EZ4630.Superseded values are not recommended for survey control.
 EZ4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4630.See file dsdata.txt to determine how the superseded data were derived.
 EZ4630
 EZ4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3330830846(NAD 83)
 EZ4630_MARKER: DS = TRIANGULATION STATION DISK
 EZ4630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4630_STAMPING: ALBERT 1933
 EZ4630_MARK LOGO: CGS   
 EZ4630_PROJECTION: FLUSH
 EZ4630_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4630+STABILITY: SURFACE MOTION
 EZ4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4630+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 EZ4630
 EZ4630  HISTORY     - Date     Condition        Report By
 EZ4630  HISTORY     - 1933     MONUMENTED       CGS
 EZ4630  HISTORY     - 1949     GOOD             CGS
 EZ4630  HISTORY     - 1957     GOOD             CGS
 EZ4630  HISTORY     - 1967     GOOD             NCGS
 EZ4630  HISTORY     - 19910815 GOOD             NCGS
 EZ4630
 EZ4630                          STATION DESCRIPTION
 EZ4630
 EZ4630'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EZ4630'ABOUT 3-1/4 MILES NORTH OF FOUR OAKS, AND 4-3/4 MILES
 EZ4630'WEST-SOUTHWEST OF SMITHFIELD, ON LAND OWNED BY ALBERT JOHNSON.  TO
 EZ4630'REACH FROM COURTHOUSE IN SMITHFIELD, GO NORTHWEST 0.65 MILE
 EZ4630'ON UNITED STATES ROUTE 70 TO POINT WHERE IT TURNS TO LEFT, AND
 EZ4630'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD (TEMPORARY ROUTE 210)
 EZ4630'1.65 MILES TO FORK.  TURN LEFT WITH TEMPORARY ROUTE 210,
 EZ4630'CONTINUE 1.75 MILES, TAKE RIGHT-HAND FORK, AND PROCEED 1.0
 EZ4630'MILE OR 0.6 MILE BEYOND PISGAH CHURCH ON LEFT TO DIM SANDY
 EZ4630'ROAD TO LEFT WHICH IS JUST EAST OF SMALL SERVICE STATION ON
 EZ4630'LEFT, AND 0.2 MILE EAST OF JOHNSTON COUNTY HOME.  TURN LEFT
 EZ4630'(SOUTH) ONTO THIS SANDY ROAD, AND PROCEED 0.5 MILE TO
 EZ4630'STATION SITE.  STATION IS ABOUT 150 FEET SOUTHEAST OF J.
 EZ4630'A.  LANGDONS HOUSE, 15 FEET EAST OF CENTER LINE OF ROAD, ON
 EZ4630'LINE WITH SOUTH SIDE OF AND 14 FEET WEST OF SOUTHWEST
 EZ4630'CORNER OF TOBACCO BARN, AND 22 FEET EAST-NORTHEAST OF
 EZ4630'10-INCH PERSIMMON TREE IN SOUTHEAST CORNER OF FENCED GARDEN.
 EZ4630'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 EZ4630'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 4
 EZ4630'INCHES BELOW SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE
 EZ4630'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS AT SOUTH
 EZ4630'EDGE OF CULTIVATED FIELD IN FRONT OF MAIN BUILDINGS OF
 EZ4630'JOHNSTON COUNTY HOME, 18 FEET WEST OF CENTER LINE OF EAST
 EZ4630'DRIVE INTO GROUNDS, 38 FEET NORTH OF CENTER LINE OF HIGHWAY, 4
 EZ4630'FEET WEST OF 8-INCH PECAN TREE, AND APPROXIMATELY 0.55 MILE
 EZ4630'FROM STATION N 07 DEG 23 MIN W.
 EZ4630'NO. 2 IS AT SOUTHWEST CORNER OF BARNYARD, 10 FEET
 EZ4630'SOUTHWEST OF 15-INCH OAK TREE IN BARNYARD, 48 FEET SOUTH OF
 EZ4630'SOUTH SIDE OF BARN, 36 FEET EAST OF 36-INCH OAK TREE IN
 EZ4630'SOUTHEAST CORNER OF LANGDONS YARD, AND 199.95 FEET FROM
 EZ4630'STATION N 09 DEG 50 MIN E.  NO. 3 IS IN NARROW
 EZ4630'STRIP OF WOODS BETWEEN SAND ROAD AND CULTIVATED FIELD, 15
 EZ4630'FEET NORTHWEST OF 24-INCH PINE TREE, 78 FEET EAST OF CENTER
 EZ4630'LINE OF SAND ROAD THROUGH WOODS, 42 FEET SOUTHWEST OF FENCE
 EZ4630'CORNER, AND 170.20 FEET FROM STATION S 00 DEG 26 MIN E.
 EZ4630
 EZ4630                          STATION RECOVERY (1949)
 EZ4630
 EZ4630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ4630'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EZ4630'TO BE IN GOOD CONDITION.  DISTANCES TO THE REFERENCE MARKS
 EZ4630'AND AZIMUTH MARK CHECKED.  DIRECTIONS TO THE MARKS WERE NOT
 EZ4630'TAKEN AS THE STATION COULD NOT BE OCCUPIED AS IT WAS TOO CLOSE
 EZ4630'TO BARN.  STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS
 EZ4630'ARE DESCRIBED IN NOTES 1A, 7A AND 11A.  A NEW DESCRIPTION
 EZ4630'FOLLOWS--
 EZ4630'
 EZ4630'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF SMITHFIELD
 EZ4630'AND 3-1/2 MILES NORTH OF FOUR OAKS.  IT IS 22 FEET EAST OF A
 EZ4630'DIRT ROAD AND 1 FOOT WEST OF A BARN.  THE MARK IS FLUSH WITH THE
 EZ4630'GROUND AND THE DISK IS STAMPED ALBERT 1933.
 EZ4630'
 EZ4630'REFERENCE MARK NO. 2 IS 199.95 FEET NORTH OF THE STATION,
 EZ4630'25 FEET EAST OF THE CENTER OF A DIRT ROAD AND 1 FOOT EAST OF
 EZ4630'A FENCE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 EZ4630'IS STAMPED ALBERT NO 2 1933.
 EZ4630'
 EZ4630'REFERENCE MARK NO. 3 IS 170.20 FEET SOUTH OF THE STATION, 78
 EZ4630'FEET EAST OF THE CENTER OF A DIRT ROAD IN A SMALL WOODED
 EZ4630'AREA.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EZ4630'STAMPED ALBERT NO 3 1933.
 EZ4630'
 EZ4630'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS ABOUT 0.55 MILE NORTH
 EZ4630'OF THE STATION, 105 FEET WEST OF THE EAST ENTRANCE INTO THE
 EZ4630'JOHNSTON COUNTY TB SANATORIUM, 18 FEET NORTH OF CENTER OF
 EZ4630'STATE HIGHWAY 210 AND 3 FEET NORTHEAST OF A WHITE WITNESS
 EZ4630'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EZ4630'STAMPED ALBERT NO 1 1933.
 EZ4630'
 EZ4630'TO REACH STATION FROM THE JOHNSTON COUNTY COURTHOUSE IN
 EZ4630'SMITHFIELD, GO WEST ON U.S. HIGHWAY 70 FOR 0.8 MILE TO THE
 EZ4630'JUNCTION OF STATE HIGHWAY 210, TURN LEFT ON HIGHWAY 210 AND
 EZ4630'GO WEST FOR 4.3 MILES TO A SAND ROAD LEFT, TURN LEFT AND GO
 EZ4630'SOUTH FOR 0.55 MILE TO THE STATION ON LEFT NEAR SMALL BARN
 EZ4630'AS DESCRIBED.
 EZ4630'
 EZ4630'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SAND
 EZ4630'ROAD FOR 0.55 MILE TO HIGHWAY 210, TURN LEFT AND GO WEST FOR
 EZ4630'ABOUT 0.15 MILE TO THE EAST ENTRANCE INTO THE JOHNSTON COUNTY
 EZ4630'TB SANATORIUM AND THE AZIMUTH MARK ON RIGHT OR NORTH OF
 EZ4630'HIGHWAY AS DESCRIBED.
 EZ4630
 EZ4630                          STATION RECOVERY (1957)
 EZ4630
 EZ4630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4630'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EZ4630'CONDITION.  A CHECK WAS MADE OF THE DISTANCE TO REFERENCE
 EZ4630'MARKS AND FOUND TO BE CORRECT.  DIRECTION TO THE MARKS WERE
 EZ4630'NOT TAKEN AS THE STATION COULD NOT BE OCCUPIED.  THEREFORE,
 EZ4630'REFERENCE MARK NO. 4 WAS ESTABLISHED AND OCCUPIED.  A
 EZ4630'TRAVERSE CONNECTION WAS MADE TO REFERENCE MARKS NO. 3 AND 4
 EZ4630'AND THE DISTANCE IS 51.856 METERS OR 170.13 FEET AND 39.130
 EZ4630'METERS OR 128.38 FEET RESPECTIVELY.
 EZ4630'
 EZ4630'THE 1949 DESCRIPTIONS BY R. D. HORNE IS ADEQUATE.
 EZ4630
 EZ4630                          STATION RECOVERY (1967)
 EZ4630
 EZ4630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4630'ALBERT 1933, 1949 GOOD.
 EZ4630'
 EZ4630'RM 1 (AZ. MARK) GOOD.
 EZ4630'
 EZ4630'RM 2 GOOD.
 EZ4630'
 EZ4630'RM 3 GOOD.
 EZ4630'
 EZ4630'RM 4 GOOD.
 EZ4630'
 EZ4630'RECOVERED AS DESCRIBED.
 EZ4630
 EZ4630                          STATION RECOVERY (1991)
 EZ4630
 EZ4630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EZ4630'STATION SURFACE MARK, UNDERGROUND MARK, TWO REFERENCE MARKS, AND AN
 EZ4630'AZIMUTH MARK WERE ESTABLISHED IN 1933. RECOVERY BY CGS IN 1957 FOUND
 EZ4630'ALL MARKS TO BE IN GOOD CONDITION. SINCE A BARN HAD BEEN CONSTRUCTED
 EZ4630'ADJOINING THE STATION AND IT COULD NOT BE OCCUPIED, A NEW RM 4 WAS
 EZ4630'ESTABLISHED AND OCCUPIED.  A TRAVERSE CONNECTION WAS MADE TO RM 3 AND
 EZ4630'RM 4. RECOVERY BY CGS IN 1967 FOUND ALL MARKS TO BE IN GOOD CONDITION.
 EZ4630'RECOVERY BY NCGS IN 1992 FOUND SURFACE MARK AND RM 3 IN GOOD
 EZ4630'CONDITION.  RM 1 (AZIMUTH MARK) WAS FOUND LEANING BADLY AND DISK WAS
 EZ4630'RECLAIMED.  RM 4 WAS BADLY DISTURBED AND DISK WAS RECLAIMED. RM 2 WAS
 EZ4630'FOUND OUT OF GROUND ABOUT 600 FEET (182.9 M) NORTH OF STATION AND DISK
 EZ4630'WAS RECLAIMED.  A NEW AZIMUTH MARK WAS SET AND STAMPED ALBERT 1991.
 EZ4630'STATION IS LOCATED APPROXIMATELY 3.4 MI (5.5 KM) NORTH OF FOUR OAKS
 EZ4630'AND 4.8 MI (7.7 KM) WEST-SOUTHWEST OF SMITHFIELD. PROCEED ALONG NC 210
 EZ4630'FOR 3.4 MI (5.5 KM) WEST FROM US 70 IN WEST SMITHFIELD, THENCE
 EZ4630'SOUTHWEST ALONG SR 1162 (BLACK CREEK ROAD) FOR 1.15 MI (1.85 KM) TO
 EZ4630'ERNEST WHITLEY DRIVEWAY ON RIGHT, THENCE NORTHWEST ALONG DRIVE AND A
 EZ4630'FIELD ROAD FOR 0.3 MI (0.5 KM) TO A BEND AND STATION ON LEFT AT THE
 EZ4630'SOUTHWEST CORNER OF AN OLD BARN. MARK IS FLUSH WITH THE GROUND AND
 EZ4630'ABOUT LEVEL WITH ADJOINING FIELD. LOCATED 2.0 FT (0.6 M)
 EZ4630'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 1.0 FT (0.3 M)
 EZ4630'WEST OF THE FOUNDATION, AND 1.8 FT (0.5 M) NORTHEAST OF A FENCE POST
 EZ4630'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2981 ***********************************************************************
 EY2981  DESIGNATION -  ALBERT
 EY2981  PID         -  EY2981
 EY2981  STATE/COUNTY-  NC/WILSON
 EY2981  USGS QUAD   -  FOUNTAIN (1981)
 EY2981
 EY2981                         *CURRENT SURVEY CONTROL
 EY2981  ___________________________________________________________________
 EY2981* NAD 83(2001)-  35 40 10.01625(N)    077 42 50.16856(W)     ADJUSTED  
 EY2981* NAVD 88     -        34.9    (meters)     115.     (feet)  VERTCON   
 EY2981  ___________________________________________________________________
 EY2981  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 EY2981  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EY2981  HORZ ORDER  -  SECOND
 EY2981
 EY2981.The horizontal coordinates were established by classical geodetic methods
 EY2981.and adjusted by the National Geodetic Survey in August 2005.
 EY2981
 EY2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2981
 EY2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2981
 EY2981.The geoid height was determined by GEOID03.
 EY2981
 EY2981;                    North         East     Units Scale Factor Converg.
 EY2981;SPC NC       -   213,680.993   726,024.480   MT  0.99989909   +0 44 32.2
 EY2981;SPC NC       -   701,051.72  2,381,965.31   sFT  0.99989909   +0 44 32.2
 EY2981;UTM  18      - 3,950,680.409   254,353.116   MT  1.00034365   -1 34 59.9
 EY2981
 EY2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2981!SPC NC       -   1.00000007  x   0.99989909  =   0.99989916
 EY2981!UTM  18      -   1.00000007  x   1.00034365  =   1.00034372
 EY2981
 EY2981:                Primary Azimuth Mark                     Grid Az
 EY2981:SPC NC       -  TOBARN                                   106 31 50.2
 EY2981:UTM  18      -  TOBARN                                   108 51 22.3
 EY2981
 EY2981|---------------------------------------------------------------------|
 EY2981| PID    Reference Object                     Distance      Geod. Az  |
 EY2981|                                                           dddmmss.s |
 EY2981| EY2980 TOBARN                              425.323 METERS 1071622.4 |
 EY2981|---------------------------------------------------------------------|
 EY2981
 EY2981                          SUPERSEDED SURVEY CONTROL
 EY2981
 EY2981  NAD 83(1986)-  35 40 10.02534(N)    077 42 50.17748(W) AD(       ) 2
 EY2981  NAD 27      -  35 40 09.45143(N)    077 42 51.25736(W) AD(       ) 2
 EY2981  NGVD 29 (07/19/86)   35.2    (m)          115.     (f) VERT ANG    3  
 EY2981
 EY2981.Superseded values are not recommended for survey control.
 EY2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2981.See file dsdata.txt to determine how the superseded data were derived.
 EY2981
 EY2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5435350680(NAD 83)
 EY2981_MARKER: DE = TRAVERSE STATION DISK
 EY2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2981+STABILITY: SURFACE MOTION
 EY2981
 EY2981  HISTORY     - Date     Condition        Report By
 EY2981  HISTORY     - 1975     MONUMENTED       NCGS
 EY2981
 EY2981                          STATION DESCRIPTION
 EY2981
 EY2981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY2981'ALBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2981'IN THE VICINITY OF SARATOGA, NORTH CAROLINA.
 EY2981'
 EY2981'ALBERT IS LOCATED APPROXIMATELY 3.7 MILES ENE OF SARATOGA, AND 4.1
 EY2981'MILES WEST OF FOUNTAIN (PITT COUNTY).  TO REACH STATION FROM
 EY2981'INTERSECTION OF U.S. 264 WITH NC 222 IN SARATOGA, PROCEED EASTERLY
 EY2981'ALONG NC 222 FOR 4.0 MILES TO STATION ON LEFT ON WEST SIDE OF
 EY2981'YARD OF THE ALBERT OWENS RESIDENCE BETWEEN HOUSE AND A CULTIVATED
 EY2981'FIELD, AND 0.1 MILE WEST OF T-INTERSECTION WITH SR 1527 (NE).
 EY2981'
 EY2981'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2981'ALBERT 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2981'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND 3 FEET LOWER
 EY2981'THAN ROAD SURFACE.
 EY2981'
 EY2981'MARK IS 83.0 FT N OF C/L OF NC 222
 EY2981'
 EY2981'68.8 FT WSW OF 36 IN PECAN
 EY2981'
 EY2981'89.4 FT W OF SOUTHWESTERNMOST CORNER OF OWENS RESIDENCE
 EY2981'
 EY2981'22.6 FT NW OF NORTHWESTERNMOST CORNER OF FRAME SHED
 EY2981'
 EY2981'97.1 FT SSW OF SOUTHWESTERNMOST CORNER OF TIN COVERED SHED
 EY2981'
 EY2981'59.6 FT NNW OF PP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3237 ***********************************************************************
 FY3237  DESIGNATION -  ALBERT
 FY3237  PID         -  FY3237
 FY3237  STATE/COUNTY-  NC/ALAMANCE
 FY3237  USGS QUAD   -  BURLINGTON NE (1994)
 FY3237
 FY3237                         *CURRENT SURVEY CONTROL
 FY3237  ___________________________________________________________________
 FY3237* NAD 83(2001)-  36 09 23.03359(N)    079 20 29.62193(W)     ADJUSTED  
 FY3237* NAVD 88     -       213.8    (meters)     701.     (feet)  VERTCON   
 FY3237  ___________________________________________________________________
 FY3237  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FY3237  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FY3237  HORZ ORDER  -  SECOND
 FY3237
 FY3237.The horizontal coordinates were established by classical geodetic methods
 FY3237.and adjusted by the National Geodetic Survey in August 2005.
 FY3237
 FY3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3237
 FY3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3237
 FY3237.The geoid height was determined by GEOID03.
 FY3237
 FY3237;                    North         East     Units Scale Factor Converg.
 FY3237;SPC NC       -   267,007.204   578,865.833   MT  0.99999715   -0 11 49.7
 FY3237;SPC NC       -   876,006.14  1,899,162.32   sFT  0.99999715   -0 11 49.7
 FY3237;UTM  17      - 4,002,569.556   649,181.803   MT  0.99987422   +0 58 43.1
 FY3237
 FY3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3237!SPC NC       -   0.99997122  x   0.99999715  =   0.99996837
 FY3237!UTM  17      -   0.99997122  x   0.99987422  =   0.99984544
 FY3237
 FY3237:                Primary Azimuth Mark                     Grid Az
 FY3237:SPC NC       -  ETHEL                                    112 29 56.1
 FY3237:UTM  17      -  ETHEL                                    111 19 23.3
 FY3237
 FY3237|---------------------------------------------------------------------|
 FY3237| PID    Reference Object                     Distance      Geod. Az  |
 FY3237|                                                           dddmmss.s |
 FY3237| FY3248 ETHEL                               482.214 METERS 1121806.4 |
 FY3237| FY3276 WYATTE                              328.244 METERS 26808     |
 FY3237|---------------------------------------------------------------------|
 FY3237
 FY3237                          SUPERSEDED SURVEY CONTROL
 FY3237
 FY3237  NAD 83(1993)-  36 09 23.03501(N)    079 20 29.62724(W) AD(       ) 2
 FY3237  NAD 83(1986)-  36 09 23.03489(N)    079 20 29.62731(W) AD(       ) 2
 FY3237  NAD 27      -  36 09 22.54846(N)    079 20 30.55967(W) AD(       ) 2
 FY3237  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG    3  
 FY3237
 FY3237.Superseded values are not recommended for survey control.
 FY3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3237.See file dsdata.txt to determine how the superseded data were derived.
 FY3237
 FY3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4918202570(NAD 83)
 FY3237_MARKER: DE = TRAVERSE STATION DISK
 FY3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3237_STAMPING: ALBERT 1968
 FY3237_MARK LOGO: NCGS  
 FY3237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3237+STABILITY: SURFACE MOTION
 FY3237
 FY3237  HISTORY     - Date     Condition        Report By
 FY3237  HISTORY     - 1968     MONUMENTED       NCGS
 FY3237
 FY3237                          STATION DESCRIPTION
 FY3237
 FY3237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3237'ALBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FY3237'ESTABLISHED IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3237'
 FY3237'ALBERT IS LOCATED APPROXIMATELY 4.6 MILES NORTHEAST OF HAW
 FY3237'RIVER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY3237'NC 49 AND NC 62, GO SOUTH ON NC 49 FOR 2.7 MILES TO INTERSECTION
 FY3237'OF SR 1990E AND SR 1754W WITH NC 49, TURN RIGHT (WEST) ON SR 1754
 FY3237'FOR 0.3 MILE TO STATION.  WHICH IS ON THE NORTH SIDE OF SR 1754,
 FY3237'ACROSS ROAD FROM ONE STORY BRICK HOUSE (ALBERT JEFFERIES
 FY3237'RESIDENCE), BETWEEN PP AND ROAD, AND 0.25 MILE EAST OF
 FY3237'INTERSECTION OF SR 1756 AND SR 1754.
 FY3237'
 FY3237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY3237'STAMPED---ALBERT 1968---, SET IN THE TOP OF A CONCRETE CYLINDER,
 FY3237'THE TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3237'
 FY3237'MARK IS
 FY3237'
 FY3237'31.2 FT N OF C/L OF SR 1754
 FY3237'
 FY3237'101.8 FT NNE OF PP IN FRONT YARD OF ONE STORY BRICK
 FY3237'HOUSE (RESIDENCE OF ALBERT JEFFERIES), AND WITH ALUMINUM
 FY3237'REF. TAG
 FY3237'
 FY3237'4.1 FT S OF PP ON N SIDE OF SR 1754, AND WITH ALUMINUM
 FY3237'REF. TAG
 FY3237'
 FY3237'75.5 FT NE OF TELEPHONE PEDESTAL 6 ON S SIDE OF SR 1754
 FY3237'
 FY3237'49.0 FT NE OF C/L OF INTERSECTION OF WEST DRIVEWAY AND SR 1754
 FY3237'
 FY3237'88.0 FT NW OF C/L OF INTERSECTION OF EAST DRIVEWAY WITH SR 1754
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1495 ***********************************************************************
 FZ1495  DESIGNATION -  ALBERT
 FZ1495  PID         -  FZ1495
 FZ1495  STATE/COUNTY-  NC/FORSYTH
 FZ1495  USGS QUAD   -  WINSTON-SALEM EAST (1994)
 FZ1495
 FZ1495                         *CURRENT SURVEY CONTROL
 FZ1495  ___________________________________________________________________
 FZ1495* NAD 83(2001)-  36 02 45.85313(N)    080 09 15.39587(W)     ADJUSTED  
 FZ1495* NAVD 88     -       267.29   (+/-2cm)     876.9    (feet)  VERTCON   
 FZ1495  ___________________________________________________________________
 FZ1495  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 FZ1495  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FZ1495  HORZ ORDER  -  SECOND
 FZ1495  VERT ORDER  -  THIRD ? (See Below)
 FZ1495
 FZ1495.The horizontal coordinates were established by classical geodetic methods
 FZ1495.and adjusted by the National Geodetic Survey in August 2005.
 FZ1495
 FZ1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1495.The vertical order pertains to the NGVD 29 superseded value.
 FZ1495
 FZ1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1495
 FZ1495.The geoid height was determined by GEOID03.
 FZ1495
 FZ1495;                    North         East     Units Scale Factor Converg.
 FZ1495;SPC NC       -   255,317.149   505,593.561   MT  0.99996857   -0 39 58.4
 FZ1495;SPC NC       -   837,653.01  1,658,768.21   sFT  0.99996857   -0 39 58.4
 FZ1495;UTM  17      - 3,989,389.194   576,179.537   MT  0.99967151   +0 29 51.6
 FZ1495
 FZ1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1495!SPC NC       -   0.99996310  x   0.99996857  =   0.99993167
 FZ1495!UTM  17      -   0.99996310  x   0.99967151  =   0.99963463
 FZ1495
 FZ1495:                Primary Azimuth Mark                     Grid Az
 FZ1495:SPC NC       -  CRESTVIEW                                092 38 25.2
 FZ1495:UTM  17      -  CRESTVIEW                                091 28 35.2
 FZ1495
 FZ1495|---------------------------------------------------------------------|
 FZ1495| PID    Reference Object                     Distance      Geod. Az  |
 FZ1495|                                                           dddmmss.s |
 FZ1495| FZ1490 CRESTVIEW                           APPROX. 1.2 KM 0915826.8 |
 FZ1495|---------------------------------------------------------------------|
 FZ1495
 FZ1495                          SUPERSEDED SURVEY CONTROL
 FZ1495
 FZ1495  NAD 83(1993)-  36 02 45.85943(N)    080 09 15.40208(W) AD(       ) 2
 FZ1495  NAD 83(1986)-  36 02 45.85956(N)    080 09 15.40217(W) AD(       ) 2
 FZ1495  NAD 27      -  36 02 45.36137(N)    080 09 16.23793(W) AD(       ) 2
 FZ1495  NGVD 29 (07/19/86)  267.50   (m)          877.6    (f) LEVELING    3  
 FZ1495
 FZ1495.Superseded values are not recommended for survey control.
 FZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1495.See file dsdata.txt to determine how the superseded data were derived.
 FZ1495
 FZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7618089389(NAD 83)
 FZ1495_MARKER: DE = TRAVERSE STATION DISK
 FZ1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1495_STAMPING: ALBERT 1970
 FZ1495_MARK LOGO: NCGS  
 FZ1495_PROJECTION: FLUSH
 FZ1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1495+STABILITY: SURFACE MOTION
 FZ1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1495+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1994
 FZ1495
 FZ1495  HISTORY     - Date     Condition        Report By
 FZ1495  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1495  HISTORY     - 19940421 SEE DESCRIPTION  NCGS
 FZ1495
 FZ1495                          STATION DESCRIPTION
 FZ1495
 FZ1495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1495'ALBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1495'THE VICINITY OF UNION CROSS, NORTH CAROLINA.
 FZ1495'
 FZ1495'ALBERT IS LOCATED APPROXIMATELY 2.0 MILES WEST OF UNION CROSS AND
 FZ1495'6.2 MILES SOUTHEAST OF WINSTON SALEM.  TO REACH STATION PROCEED
 FZ1495'FROM INTERSECTION OF US 311 AND SR 2643 IN THE COMMUNITY OF
 FZ1495'UNION CROSS, GO WEST ON SR 2643 FOR 1.45 MILES TO INTERSECTION OF
 FZ1495'SR 2643 AND SR 2873 (TALTON DR.), CONTINUE WEST ON SR 2643 FOR
 FZ1495'0.6 MILE TO STATION ON THE RIGHT, APPROXIMATELY 100 FEET WEST OF
 FZ1495'A FARM ROAD, AND 0.35 MILE EAST OF INTERSECTION OF SR 2643
 FZ1495'AND SR 2693 (SAWMILL RD.).
 FZ1495'
 FZ1495'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1495'ALBERT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1495'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1495'
 FZ1495'MARK IS
 FZ1495'21.3 FEET N OF C/L OF SR 2643 (UNION CROSS RD.).
 FZ1495'37.5 FEET NNW OF ALUMINUM REF. TAG ON PASTURE FENCE POST.
 FZ1495'39.1 FEET NNE OF ALUMINUM REF. TAG ON FENCE POST (PASTURE).
 FZ1495'125.2 FEET W OF ALUMINUM REF. TAG ON PP.
 FZ1495
 FZ1495                          STATION RECOVERY (1994)
 FZ1495
 FZ1495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ1495'NOT FOUND--THE DESCRIPTION WAS INADEQUATE FOR LOCATING MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4431 ***********************************************************************
 FY4431  DESIGNATION -  ALBERT
 FY4431  PID         -  FY4431
 FY4431  STATE/COUNTY-  NC/VANCE
 FY4431  USGS QUAD   -  MIDDLEBURG (1982)
 FY4431
 FY4431                         *CURRENT SURVEY CONTROL
 FY4431  ___________________________________________________________________
 FY4431* NAD 83(2001)-  36 25 53.25369(N)    078 21 00.59192(W)     ADJUSTED  
 FY4431* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 FY4431  ___________________________________________________________________
 FY4431  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 FY4431  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 FY4431  HORZ ORDER  -  SECOND
 FY4431
 FY4431.The horizontal coordinates were established by classical geodetic methods
 FY4431.and adjusted by the National Geodetic Survey in August 2005.
 FY4431
 FY4431.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4431
 FY4431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4431
 FY4431.The geoid height was determined by GEOID03.
 FY4431
 FY4431;                    North         East     Units Scale Factor Converg.
 FY4431;SPC NC       -   297,668.268   667,876.492   MT  1.00008467   +0 22 30.2
 FY4431;SPC NC       -   976,599.98  2,191,191.46   sFT  1.00008467   +0 22 30.2
 FY4431;UTM  17      - 4,035,068.717   737,540.875   MT  1.00029526   +1 34 27.7
 FY4431
 FY4431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4431!SPC NC       -   0.99998714  x   1.00008467  =   1.00007181
 FY4431!UTM  17      -   0.99998714  x   1.00029526  =   1.00028240
 FY4431
 FY4431                          SUPERSEDED SURVEY CONTROL
 FY4431
 FY4431  NAD 83(1993)-  36 25 53.25445(N)    078 21 00.59076(W) AD(       ) 2
 FY4431  NAD 83(1986)-  36 25 53.25198(N)    078 21 00.60198(W) AD(       ) 2
 FY4431  NGVD 29 (07/10/92)  115.0    (m)          377.     (f) VERT ANG    3  
 FY4431
 FY4431.Superseded values are not recommended for survey control.
 FY4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4431.See file dsdata.txt to determine how the superseded data were derived.
 FY4431
 FY4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3754135069(NAD 83)
 FY4431_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4431_SP_SET: CONCRETE POST
 FY4431_STAMPING: ALBERT 1985
 FY4431_MARK LOGO: NCGS  
 FY4431_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4431+STABILITY: SURFACE MOTION
 FY4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY4431+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 FY4431
 FY4431  HISTORY     - Date     Condition        Report By
 FY4431  HISTORY     - 1985     MONUMENTED       NCGS
 FY4431  HISTORY     - 20050416 GOOD             USPSQD
 FY4431
 FY4431                          STATION DESCRIPTION
 FY4431
 FY4431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4431'STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) WEST OF MANSON, AND 12.1 KM
 FY4431'(7.5 MI) NORTH-NORTHEAST OF HENDERSON.
 FY4431'ALONG SR 1371 (FLEMING ROAD), 4.7 KM (2.9 MI) NORTH FROM I-85
 FY4431'OVERPASS, AT ENTRANCE TO WATER AND SEWAGE TREATMENT PLANT, AND GIRL
 FY4431'SCOUT CAMP.
 FY4431'STATION IS A STANDARD NCGS DISK STAMPED---ALBERT 1985---, SET INTO THE
 FY4431'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW
 FY4431'GROUND.  LOCATED 31.39 METERS (103.0 FT) WEST-NORTHWEST FROM THE
 FY4431'CENTERLINE OF SR 1371, 14.94 METERS (49.0 FT) SOUTH FROM THE
 FY4431'CENTERLINE OF ENTRANCE ROAD, 25.78 METERS (84.6 FT) WEST FROM THE
 FY4431'SOUTH END OF ENTRANCE CULVERT, 34.44 METERS (113.0 FT) WEST-SOUTHWEST
 FY4431'FROM THE NORTH END OF ENTRANCE ROAD CULVERT, 66.66 METERS (218.7 FT)
 FY4431'EAST-SOUTHEAST FROM THE EAST END OF MOBILE HOME DRIVEWAY CULVERT,
 FY4431'46.94 METERS (154.0 FT) EAST FROM THE EAST CORNER OF A WELL HOUSE ,
 FY4431'AND 29.41 METERS (96.5 FT) SOUTHWEST FROM A POWER POLE WITH REFERENCE
 FY4431'TAG.
 FY4431'MARK IS ABOUT 10 FEET ABOVE ROAD LEVEL.
 FY4431
 FY4431                          STATION RECOVERY (2005)
 FY4431
 FY4431'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY4431'N 36 25.889
 FY4431'W 078 21.010
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3612 ***********************************************************************
 DK3612  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3612  DESIGNATION -  ALBERT
 DK3612  PID         -  DK3612
 DK3612  STATE/COUNTY-  NC/ASHE
 DK3612  USGS QUAD   -  GRASSY CREEK (1978)
 DK3612
 DK3612                         *CURRENT SURVEY CONTROL
 DK3612  ___________________________________________________________________
 DK3612* NAD 83(2007)-  36 30 46.18939(N)    081 23 02.77365(W)     ADJUSTED  
 DK3612* NAVD 88     -       772.51   (meters)    2534.5    (feet)  GPS OBS   
 DK3612  ___________________________________________________________________
 DK3612  EPOCH DATE  -        2002.00
 DK3612  X           -     768,964.094 (meters)                     COMP
 DK3612  Y           -  -5,075,014.697 (meters)                     COMP
 DK3612  Z           -   3,774,519.995 (meters)                     COMP
 DK3612  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 DK3612  ELLIP HEIGHT-         741.235 (meters)          (04/15/08) ADJUSTED
 DK3612  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DK3612  HORZ ORDER  -  FIRST
 DK3612  ELLP ORDER  -  FOURTH    CLASS II
 DK3612
 DK3612.The horizontal coordinates were established by GPS observations
 DK3612.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3612
 DK3612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3612.The horizontal coordinates are valid at the epoch date displayed above.
 DK3612.The epoch date for horizontal control is a decimal equivalence
 DK3612.of Year/Month/Day.
 DK3612
 DK3612.The orthometric height was determined by GPS observations and a
 DK3612.high-resolution geoid model.
 DK3612.The orthometric height was determined by GPS observations and a
 DK3612.high-resolution geoid model using precise GPS observation and
 DK3612.processing techniques.
 DK3612
 DK3612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3612
 DK3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3612
 DK3612.The ellipsoidal height was determined by GPS observations
 DK3612.and is referenced to NAD 83.
 DK3612
 DK3612.The geoid height was determined by GEOID03.
 DK3612
 DK3612;                    North         East     Units Scale Factor Converg.
 DK3612;SPC NC       -   309,072.616   396,037.948   MT  1.00011503   -1 22 33.7
 DK3612;SPC NC       - 1,014,015.74  1,299,334.50   sFT  1.00011503   -1 22 33.7
 DK3612;UTM  17      - 4,040,899.875   465,607.084   MT  0.99961457   -0 13 42.8
 DK3612
 DK3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3612!SPC NC       -   0.99988368  x   1.00011503  =   0.99999870
 DK3612!UTM  17      -   0.99988368  x   0.99961457  =   0.99949830
 DK3612
 DK3612:                Primary Azimuth Mark                     Grid Az
 DK3612:SPC NC       -  BIG PHIPPS                               203 52 22.3
 DK3612:UTM  17      -  BIG PHIPPS                               202 43 31.4
 DK3612
 DK3612|---------------------------------------------------------------------|
 DK3612| PID    Reference Object                     Distance      Geod. Az  |
 DK3612|                                                           dddmmss.s |
 DK3612| DK3622 BIG PHIPPS                          427.692 METERS 2022948.6 |
 DK3612|---------------------------------------------------------------------|
 DK3612
 DK3612                          SUPERSEDED SURVEY CONTROL
 DK3612
 DK3612.No superseded survey control is available for this station.
 DK3612
 DK3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6560740900(NAD 83)
 DK3612_MARKER: DH = HORIZONTAL CONTROL DISK
 DK3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3612_STAMPING: ALBERT 2005
 DK3612_MARK LOGO: NCGS  
 DK3612_PROJECTION: RECESSED 3 CENTIMETERS
 DK3612_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3612+STABILITY: SURFACE MOTION
 DK3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3612+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3612
 DK3612  HISTORY     - Date     Condition        Report By
 DK3612  HISTORY     - 2005     MONUMENTED       NCGS
 DK3612
 DK3612                          STATION DESCRIPTION
 DK3612
 DK3612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005
 DK3612'STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF JEFFERSON AND 1.5 MI
 DK3612'(2.4 KM) WEST-NORTHWEST OF CHESTNUT HILL.
 DK3612' 
 DK3612'PROCEED ALONG NC 16 5.05 MI (8.13 KM) NORTHEAST FROM US 221 (IN
 DK3612'JEFFERSON), THENCE NORTHEAST FOR 0.05 MI (0.08 KM) ALONG SR 1576-SOUTH
 DK3612'OVERPASS RAMP, THENCE EAST TURNING NORTH FOR 2.1 MI (3.4 KM) ALONG SR
 DK3612'1573-OLD HIGHWAY 16, THENCE EAST FOR 0.3 MI (0.5 KM) ALONG SR
 DK3612'1563-CLIFTON ROAD CROSSING THE BRIDGE OVER THE NEW RIVER, THENCE NORTH
 DK3612'FOR 0.25 MI (0.40 KM) ALONG SR 1557-PHIPPS ROAD, IN THE NORTHWEST
 DK3612'SHOULDER.
 DK3612' 
 DK3612'MARK IS ABOUT 1 FT (0.3 M) LOWER THAN SR 1557 AND IS RECESSED 1 INCH.
 DK3612'LOCATED 12.5 FT (3.8 M) NORTHWEST OF THE CENTERLINE OF SR 1557, 81.5
 DK3612'FT (24.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, 15.0 FT (4.6
 DK3612'M) EAST NORTHEAST OF AN ELECTRICITY METER POST, 4.0 FT (1.2 M) SOUTH
 DK3612'OF A GUY WIRE ANCHOR--AND 18.5 FT (5.6 M) NORTH NORTHEAST OF A POWER
 DK3612'POLE WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4791 ***********************************************************************
 AH4791  DESIGNATION -  ALBERT AZ MK 2
 AH4791  PID         -  AH4791
 AH4791  STATE/COUNTY-  NC/JOHNSTON
 AH4791  USGS QUAD   -  POWHATAN (1981)
 AH4791
 AH4791                         *CURRENT SURVEY CONTROL
 AH4791  ___________________________________________________________________
 AH4791* NAD 83(2007)-  35 30 02.83105(N)    078 25 35.78421(W)     ADJUSTED  
 AH4791* NAVD 88     -        72.67   (meters)     238.4    (feet)  LEVELING  
 AH4791  ___________________________________________________________________
 AH4791  EPOCH DATE  -        2002.00
 AH4791  X           -   1,042,917.052 (meters)                     COMP
 AH4791  Y           -  -5,092,701.024 (meters)                     COMP
 AH4791  Z           -   3,683,261.474 (meters)                     COMP
 AH4791  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 AH4791  ELLIP HEIGHT-          38.682 (meters)          (02/10/07) ADJUSTED
 AH4791  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AH4791
 AH4791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4791  Type    PID    Designation                      North   East  Ellip
 AH4791  -------------------------------------------------------------------
 AH4791  NETWORK AH4791 ALBERT AZ MK 2                    0.39   0.35   0.86
 AH4791  -------------------------------------------------------------------
 AH4791  VERT ORDER  -  THIRD
 AH4791
 AH4791.The horizontal coordinates were established by GPS observations
 AH4791.and adjusted by the National Geodetic Survey in February 2007.
 AH4791
 AH4791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4791.The horizontal coordinates are valid at the epoch date displayed above.
 AH4791.The epoch date for horizontal control is a decimal equivalence
 AH4791.of Year/Month/Day.
 AH4791
 AH4791.The orthometric height was determined by differential leveling.
 AH4791.The vertical network tie was performed by a horz. field party for horz.
 AH4791.obs reductions. Reset procedures were used to establish the elevation.
 AH4791
 AH4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4791
 AH4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4791
 AH4791.The ellipsoidal height was determined by GPS observations
 AH4791.and is referenced to NAD 83.
 AH4791
 AH4791.The geoid height was determined by GEOID03.
 AH4791
 AH4791;                    North         East     Units Scale Factor Converg.
 AH4791;SPC NC       -   194,365.793   661,617.908   MT  0.99988200   +0 19 51.4
 AH4791;SPC NC       -   637,681.77  2,170,658.09   sFT  0.99988200   +0 19 51.4
 AH4791;UTM  17      - 3,931,625.842   733,412.501   MT  1.00027144   +1 29 42.3
 AH4791
 AH4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4791!SPC NC       -   0.99999393  x   0.99988200  =   0.99987593
 AH4791!UTM  17      -   0.99999393  x   1.00027144  =   1.00026537
 AH4791
 AH4791                          SUPERSEDED SURVEY CONTROL
 AH4791
 AH4791  NAD 83(2001)-  35 30 02.83142(N)    078 25 35.78415(W) AD(       ) 1
 AH4791  ELLIP H (03/13/03)   38.689  (m)                       GP(       ) 4 2
 AH4791  NAD 83(1986)-  35 30 02.83742(N)    078 25 35.79590(W) AD(       ) 1
 AH4791
 AH4791.Superseded values are not recommended for survey control.
 AH4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4791.See file dsdata.txt to determine how the superseded data were derived.
 AH4791
 AH4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3341331626(NAD 83)
 AH4791_MARKER: DZ = AZIMUTH MARK DISK
 AH4791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4791_STAMPING: ALBERT NO 2 1991
 AH4791_MARK LOGO: NGS   
 AH4791_PROJECTION: FLUSH
 AH4791_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4791+STABILITY: SURFACE MOTION
 AH4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4791+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 AH4791
 AH4791  HISTORY     - Date     Condition        Report By
 AH4791  HISTORY     - 1991     MONUMENTED       NCGS
 AH4791  HISTORY     - 19980813 GOOD             NCGS
 AH4791  HISTORY     - 20071019 GOOD             GEOCAC
 AH4791
 AH4791                          STATION DESCRIPTION
 AH4791
 AH4791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4791'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST OF SMITHFIELD, 3.9 MI
 AH4791'(6.3 KM) NORTH OF FOUR OAKS. ALONG NC 210 FOR 4.4 MI (7.1 KM) WEST
 AH4791'FROM US 70 IN WEST SMITHFIELD, OR 0.2 MI (0.3 KM) EAST FROM SR 1503
 AH4791'(COUNTRY HOME RD) AT THE--AUTUMN WIND RETIREMENT HOME--, IN SOUTH
 AH4791'SHOULDER. MARK IS LEVEL WITH HIGHWAY AND RECESSED 3 INCHES BELOW
 AH4791'GROUND. LOCATED 16.0 FT (4.9 M) SOUTH OF THE CENTERLINE OF HIGHWAY,
 AH4791'41.1 FT (12.5 M) WEST-NORTHWEST OF THE WEST END OF FIELD ROAD CULVERT,
 AH4791'53.1 FT (16.2 M) EAST OF THE EAST END OF DRIVEWAY CULVERT, 126.3 FT
 AH4791'(38.5 M) EAST-NORTHEAST OF THE NORTHEAST BRICK PORCH COLUMN OF FRAME
 AH4791'DWELLING, AND 75.0 FT (22.9 M) WEST-NORTHWEST OF THE TELEPHONE
 AH4791'PEDESTAL AT A POWER POLE WITH REFERENCE TAG.
 AH4791
 AH4791                          STATION RECOVERY (1998)
 AH4791
 AH4791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH4791'RECOVERED AS DESCRIBED.
 AH4791
 AH4791                          STATION RECOVERY (2007)
 AH4791
 AH4791'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4791'RECOVERED IN GOOD CONDITION. ADD THAT MARK IS 3.7 FEET NORTH OF AN
 AH4791'ORANGE CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3510 ***********************************************************************
 FB3510  DESIGNATION -  ALBERT MTN LOOKOUT TOWER
 FB3510  PID         -  FB3510
 FB3510  STATE/COUNTY-  NC/MACON
 FB3510  USGS QUAD   -  PRENTISS (1978)
 FB3510
 FB3510                         *CURRENT SURVEY CONTROL
 FB3510  ___________________________________________________________________
 FB3510* NAD 83(2001)-  35 03 09.23422(N)    083 28 38.91879(W)     ADJUSTED  
 FB3510* NAVD 88     -              **(meters)            **(feet)            
 FB3510  ___________________________________________________________________
 FB3510  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 FB3510  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 FB3510  HORZ ORDER  -  THIRD
 FB3510
 FB3510.The horizontal coordinates were established by classical geodetic methods
 FB3510.and adjusted by the National Geodetic Survey in August 2005.
 FB3510
 FB3510
 FB3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3510
 FB3510.The geoid height was determined by GEOID03.
 FB3510
 FB3510;                    North         East     Units Scale Factor Converg.
 FB3510;SPC NC       -   153,702.897   201,310.119   MT  0.99987860   -2 35 03.4
 FB3510;SPC NC       -   504,273.59    660,464.95   sFT  0.99987860   -2 35 03.4
 FB3510;UTM  17      - 3,881,679.053   274,046.595   MT  1.00022927   -1 25 24.6
 FB3510
 FB3510                          SUPERSEDED SURVEY CONTROL
 FB3510
 FB3510  NAD 83(1995)-  35 03 09.23457(N)    083 28 38.91873(W) AD(       ) 4
 FB3510  NAD 83(1986)-  35 03 09.24983(N)    083 28 38.93790(W) AD(       ) 4
 FB3510
 FB3510.Superseded values are not recommended for survey control.
 FB3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3510.See file dsdata.txt to determine how the superseded data were derived.
 FB3510
 FB3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7404781679(NAD 83)
 FB3510_MARKER: 57 = LOOKOUT TOWER
 FB3510_MARK LOGO: NCGS  
 FB3510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3510+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 FB3510
 FB3510  HISTORY     - Date     Condition        Report By
 FB3510  HISTORY     - 1979     FIRST OBSERVED   NCGS
 FB3510  HISTORY     - 1979     GOOD             NCGS
 FB3510  HISTORY     - 19880605 GOOD             NCGS
 FB3510  HISTORY     - 19930105 GOOD             NCGS
 FB3510  HISTORY     - 20040913 GOOD             USPSQD
 FB3510
 FB3510                          STATION DESCRIPTION
 FB3510
 FB3510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FB3510'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES WEST OF OTTO AND 10.5
 FB3510'MILES SOUTHWEST OF FRANKLIN.
 FB3510'
 FB3510'TO REACH THE STATION FROM THE OTTO POST OFFICE ON US 441, PROCEED
 FB3510'SOUTH ALONG US 441 FOR 0.7 MILE TO SR 1110 ON RIGHT, THENCE WEST ALONG
 FB3510'SR 1110 FOR 3.15 MILES TO END OF STATE MAINTAINENCE AND BEGINNING OF
 FB3510'FS 83 (BALL CREEK ROAD) AT THE COWEETA HYDROLOGIC LABROATORY,
 FB3510'CONTINUE SOUTHWEST ALONG FS 83 FOR 4.15 MILES TO MOONEY GAP, BEARING
 FB3510'RIGHT AT THE GAP AND CONTINUING NORTH ALONG FS FOR 4.85 MILES TO END
 FB3510'OF TRUCK TRAVEL AND LOOKOUT TOWER APPROXIMATELY A 5 MINUTE WALK SOUTH
 FB3510'ALONG PATH.
 FB3510'
 FB3510'STATION IS THE CENTER OF ROOF ON ALBERT MTN LOOKOUT TOWER.
 FB3510
 FB3510                          STATION RECOVERY (1979)
 FB3510
 FB3510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FB3510'RECOVERED IN GOOD CONDITION.
 FB3510
 FB3510                          STATION RECOVERY (1988)
 FB3510
 FB3510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB3510'RECOVERED IN GOOD CONDITION.
 FB3510
 FB3510                          STATION RECOVERY (1993)
 FB3510
 FB3510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3510'RECOVERED AS DESCRIBED.
 FB3510
 FB3510                          STATION RECOVERY (2004)
 FB3510
 FB3510'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4631 ***********************************************************************
 EZ4631  DESIGNATION -  ALBERT RM 3
 EZ4631  PID         -  EZ4631
 EZ4631  STATE/COUNTY-  NC/JOHNSTON
 EZ4631  USGS QUAD   -  FOUR OAKS (1986)
 EZ4631
 EZ4631                         *CURRENT SURVEY CONTROL
 EZ4631  ___________________________________________________________________
 EZ4631* NAD 83(2001)-  35 29 35.93857(N)    078 25 40.73684(W)     ADJUSTED  
 EZ4631* NAVD 88     -        73.0    (meters)     240.     (feet)  VERT ANG  
 EZ4631  ___________________________________________________________________
 EZ4631  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 EZ4631  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 EZ4631  HORZ ORDER  -  SECOND
 EZ4631
 EZ4631.The horizontal coordinates were established by classical geodetic methods
 EZ4631.and adjusted by the National Geodetic Survey in August 2005.
 EZ4631
 EZ4631.The orthometric height was determined by vertical angle observations.
 EZ4631
 EZ4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4631
 EZ4631.The geoid height was determined by GEOID03.
 EZ4631
 EZ4631;                    North         East     Units Scale Factor Converg.
 EZ4631;SPC NC       -   193,536.376   661,497.882   MT  0.99988145   +0 19 48.5
 EZ4631;SPC NC       -   634,960.59  2,170,264.30   sFT  0.99988145   +0 19 48.5
 EZ4631;UTM  17      - 3,930,793.833   733,309.309   MT  1.00027084   +1 29 38.4
 EZ4631
 EZ4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4631!SPC NC       -   0.99999388  x   0.99988145  =   0.99987533
 EZ4631!UTM  17      -   0.99999388  x   1.00027084  =   1.00026472
 EZ4631
 EZ4631:                Primary Azimuth Mark                     Grid Az
 EZ4631:SPC NC       -  FOUR OAKS PUBLIC SCHOOL TANK             184 08 19.7
 EZ4631:UTM  17      -  FOUR OAKS PUBLIC SCHOOL TANK             182 58 29.8
 EZ4631
 EZ4631|---------------------------------------------------------------------|
 EZ4631| PID    Reference Object                     Distance      Geod. Az  |
 EZ4631|                                                           dddmmss.s |
 EZ4631| EZ4636 FOUR OAKS PUBLIC SCHOOL TANK        APPROX. 4.8 KM 1842808.2 |
 EZ4631| EZ4630 ALBERT                               51.850 METERS 35934     |
 EZ4631|---------------------------------------------------------------------|
 EZ4631
 EZ4631                          SUPERSEDED SURVEY CONTROL
 EZ4631
 EZ4631  NAD 83(1986)-  35 29 35.94513(N)    078 25 40.74957(W) AD(       ) 2
 EZ4631  NAD 83(1986)-  35 29 35.94452(N)    078 25 40.74497(W) AD(       ) 1
 EZ4631  NAD 27      -  35 29 35.36400(N)    078 25 41.73000(W) AD(       ) 1
 EZ4631
 EZ4631.Superseded values are not recommended for survey control.
 EZ4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4631.See file dsdata.txt to determine how the superseded data were derived.
 EZ4631
 EZ4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3330930794(NAD 83)
 EZ4631_MARKER: DR = REFERENCE MARK DISK
 EZ4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4631_STAMPING: ALBERT NO 3 1933
 EZ4631_MARK LOGO: CGS   
 EZ4631_PROJECTION: FLUSH
 EZ4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4631+STABILITY: SURFACE MOTION
 EZ4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4631+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1991
 EZ4631
 EZ4631  HISTORY     - Date     Condition        Report By
 EZ4631  HISTORY     - 1933     MONUMENTED       CGS
 EZ4631  HISTORY     - 1957     GOOD             CGS
 EZ4631  HISTORY     - 19910815 GOOD             NCGS
 EZ4631
 EZ4631                          STATION DESCRIPTION
 EZ4631
 EZ4631'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EZ4631'REFERENCE MARK NO. 3 IS 170.20 FEET SOUTH OF THE STATION ALBERT,
 EZ4631'78 FEET EAST OF THE CENTER OF A DIRT ROAD IN A SMALL WOODED
 EZ4631'AREA.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 EZ4631'STAMPED ALBERT NO 3 1933.
 EZ4631
 EZ4631                          STATION RECOVERY (1957)
 EZ4631
 EZ4631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4631'STATION RECOVERED AS DESCRIBED BY L.W. SWANSON IN 1949 AND ALL MARKS
 EZ4631'FOUND IN GOOD CONDITION. DUE TO GROUND OBSTRUCTIONS TO AZIMUTH MARK
 EZ4631'AND REFERENCE MARKS THIS STATION WAS NOT OCCUPIED. THEREFORE
 EZ4631'REFERENCE MARK NO. 4 WAS ESTABLISHED AND OCCUPIED.
 EZ4631'
 EZ4631'A TRAVERSE CONNECTION WAS MADE TO ALBERT 1933 AND ALBERT RM 4 AND THE
 EZ4631'DISTANCE IS SHOWN.
 EZ4631
 EZ4631                          STATION RECOVERY (1991)
 EZ4631
 EZ4631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EZ4631'RECOVERY BY NCGS IN 1992 FOUND SURFACE MARK AND RM 3 IN GOOD
 EZ4631'CONDITION. STATION IS LOCATED APPROXIMATELY 3.4 MI (5.5 KM) NORTH OF
 EZ4631'FOUR OAKS AND 4.8 MI (7.7 KM) WEST-SOUTHWEST OF SMITHFIELD. PROCEED
 EZ4631'ALONG NC 210 FOR 3.4 MI (5.5 KM) WEST FROM US 70 IN WEST SMITHFIELD,
 EZ4631'THENCE SOUTHWEST ALONG SR 1162 (BLACK CREEK ROAD) FOR 1.15 MI (1.85
 EZ4631'KM) TO ERNEST WHITLEY DRIVEWAY ON RIGHT, THENCE NORTHWEST ALONG DRIVE
 EZ4631'AND A FIELD ROAD FOR 0.3 MI (0.5 KM) TO A BEND AND STATION ON LEFT IN
 EZ4631'THE WOODS AND ABOUT 168 FEET (51.2 M) SOUTH OF THE SOUTHWEST CORNER OF
 EZ4631'A BARN. MARK PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT LEVEL
 EZ4631'WITH ADJOINING WOODS AREA. LOCATED 168 FT (51.2 M) SOUTH OF THE
 EZ4631'SOUTHWEST CORNER OF THE BARN, 10.0 FT (3.0 M) NORTHWEST OF A WIRE
 EZ4631'FENCE--AND 10.5 FT (3.2 M) NORTH-NORTHEAST OF A 12-INCH OAK, 27.8 FT
 EZ4631'(8.5 M) EAST-SOUTHEAST OF A 15-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1756 ***********************************************************************
 FZ1756  DESIGNATION -  ALBERTA
 FZ1756  PID         -  FZ1756
 FZ1756  STATE/COUNTY-  NC/SURRY
 FZ1756  USGS QUAD   -  COPELAND (1994)
 FZ1756
 FZ1756                         *CURRENT SURVEY CONTROL
 FZ1756  ___________________________________________________________________
 FZ1756* NAD 83(2007)-  36 19 41.53677(N)    080 43 18.09407(W)     ADJUSTED  
 FZ1756* NAVD 88     -       338.4    (meters)    1110.     (feet)  VERTCON   
 FZ1756  ___________________________________________________________________
 FZ1756  EPOCH DATE  -        2002.00
 FZ1756  X           -     829,489.599 (meters)                     COMP
 FZ1756  Y           -  -5,077,444.372 (meters)                     COMP
 FZ1756  Z           -   3,757,773.844 (meters)                     COMP
 FZ1756  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FZ1756  ELLIP HEIGHT-         304.937 (meters)          (02/10/07) ADJUSTED
 FZ1756  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 FZ1756
 FZ1756  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1756  Type    PID    Designation                      North   East  Ellip
 FZ1756  -------------------------------------------------------------------
 FZ1756  NETWORK FZ1756 ALBERTA                           0.51   0.43   1.10
 FZ1756  -------------------------------------------------------------------
 FZ1756
 FZ1756.The horizontal coordinates were established by GPS observations
 FZ1756.and adjusted by the National Geodetic Survey in February 2007.
 FZ1756
 FZ1756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1756.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1756.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1756.The epoch date for horizontal control is a decimal equivalence
 FZ1756.of Year/Month/Day.
 FZ1756
 FZ1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1756
 FZ1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1756
 FZ1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1756
 FZ1756.The ellipsoidal height was determined by GPS observations
 FZ1756.and is referenced to NAD 83.
 FZ1756
 FZ1756.The geoid height was determined by GEOID03.
 FZ1756
 FZ1756;                    North         East     Units Scale Factor Converg.
 FZ1756;SPC NC       -   287,359.583   455,012.979   MT  1.00004909   -0 59 37.4
 FZ1756;SPC NC       -   942,778.90  1,492,821.75   sFT  1.00004909   -0 59 37.4
 FZ1756;UTM  17      - 4,020,388.086   524,978.851   MT  0.99960769   +0 09 53.5
 FZ1756
 FZ1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1756!SPC NC       -   0.99995214  x   1.00004909  =   1.00000123
 FZ1756!UTM  17      -   0.99995214  x   0.99960769  =   0.99955985
 FZ1756
 FZ1756|---------------------------------------------------------------------|
 FZ1756| PID    Reference Object                     Distance      Geod. Az  |
 FZ1756|                                                           dddmmss.s |
 FZ1756| FZ0485 FAIRVIEW                            143.379 METERS 06325     |
 FZ1756| FZ2333 ALBERTA RM 2 AZIMUTH                295.805 METERS 09146     |
 FZ1756| FZ1757 ALBERTA RM 3                         28.627 METERS 25301     |
 FZ1756| FZ1902 GRAYSTONE INN WATER TANK            APPROX.23.8 KM 2934946.1 |
 FZ1756| FZ2332 ALBERTA RM 1                         55.416 METERS 35232     |
 FZ1756| FZ2334 ALBERTA RM 4                         25.385 METERS 35303     |
 FZ1756|---------------------------------------------------------------------|
 FZ1756
 FZ1756                          SUPERSEDED SURVEY CONTROL
 FZ1756
 FZ1756  NAD 83(2001)-  36 19 41.53729(N)    080 43 18.09399(W) AD(       ) 1
 FZ1756  ELLIP H (03/13/03)  304.916  (m)                       GP(       ) 4 2
 FZ1756  NAD 83(1986)-  36 19 41.54517(N)    080 43 18.10032(W) AD(       ) 1
 FZ1756  NAD 83(1993)-  36 19 41.54119(N)    080 43 18.10439(W) AD(       ) 2
 FZ1756  NAD 83(1986)-  36 19 41.54433(N)    080 43 18.10162(W) AD(       ) 2
 FZ1756  NAD 27      -  36 19 41.05800(N)    080 43 18.86500(W) AD(       ) 2
 FZ1756  NGVD 29 (10/14/98)  338.5    (m)         1111.     (f) GPS OBS     3  
 FZ1756
 FZ1756.Superseded values are not recommended for survey control.
 FZ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1756.See file dsdata.txt to determine how the superseded data were derived.
 FZ1756
 FZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2497920388(NAD 83)
 FZ1756_MARKER: DS = TRIANGULATION STATION DISK
 FZ1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1756_STAMPING: ALBERTA 1933
 FZ1756_MARK LOGO: CGS   
 FZ1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1756+STABILITY: SURFACE MOTION
 FZ1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1756+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 FZ1756
 FZ1756  HISTORY     - Date     Condition        Report By
 FZ1756  HISTORY     - 1933     MONUMENTED       CGS
 FZ1756  HISTORY     - 1954     GOOD             CGS
 FZ1756  HISTORY     - 19860101 GOOD             NCGS
 FZ1756  HISTORY     - 19860916 GOOD             NGS
 FZ1756
 FZ1756                          STATION DESCRIPTION
 FZ1756
 FZ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ1756'ABOUT 6 MILES SOUTH OF DOBSON, 13 MILES NORTHEAST OF ELKIN,
 FZ1756'ABOUT 80 YARDS WEST OF JUNCTION OF ROUTES 80 AND 268, 25 FEET
 FZ1756'NORTH OF CENTER LINE OF ROUTE 268, AND 21 FEET WEST OF CENTER
 FZ1756'LINE OF LANE LEADING TO MRS. ALBERTYS HOUSE.  SURFACE AND
 FZ1756'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 FZ1756'REFERENCE MARK AND AZIMUTH MARK ARE STANDARD
 FZ1756'REFERENCE DISKS IN CONCRETE,  NO. 1 IS 62 FEET
 FZ1756'SOUTHEAST OF SOUTHEAST CORNER OF MRS. ALBERTYS HOUSE, 8 FEET
 FZ1756'NORTH OF SOUTHEAST CORNER OF HEDGE ON EAST SIDE OF YARD, AND
 FZ1756'55.416 METERS (181.81 FEET) FROM STATION IN AZIMUTH 172 DEG
 FZ1756'32 MIN.  NO. 2 (AZIMUTH) IS IN FAIRVIEW CHURCH YARD, 62
 FZ1756'FEET WEST OF NORTHWEST CORNER OF CHURCH BUILDING, 52 FEET
 FZ1756'SOUTH OF CENTER LINE OF PAVED HIGHWAY, AND APPROXIMATELY 300
 FZ1756'YARDS FROM STATION IN AZIMUTH 271 DEG 45 MIN 48 SEC.  B.M.
 FZ1756'FAIRVIEW (SEE DESCRIPTION THEREOF) IS 143.42 METERS
 FZ1756'(470.5 FEET) FROM STATION IN AZIMUTH 243 DEG 25 MIN 10 SEC.
 FZ1756
 FZ1756                          STATION RECOVERY (1954)
 FZ1756
 FZ1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1756'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 FZ1756'GOOD CONDITION.  U.S.C. AND G.S. B.M. WAS NOT RECOVERED.  AT THE
 FZ1756'REQUEST OF THE PROPERTY OWNER REFERENCE MARK NO. 1 WAS
 FZ1756'DESTROYED.  REFERENCE MARK NO. 3 AND 4 WERE ESTABLISHED.  AT THE
 FZ1756'REQUEST OF THE PROPERTY OWNER THE TOWER WAS BUILT OVER
 FZ1756'REFERENCE MARK NO. 3.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FZ1756'
 FZ1756'STATION IS LOCATED 356 FEET WEST OF THE INTERSECTION OF U.S.
 FZ1756'HIGHWAY 601 AND STATE HIGWAY 268 WHICH IS ABOUT 5 MILES SOUTH OF
 FZ1756'DOBSON AND IS ON PROPERTY OWNED BY T.C. ALBERTY.  IT IS 28 FEET
 FZ1756'NORTH OF THE CENTER OF HIGHWAY 268, 19 FEET WEST OF THE CENTER
 FZ1756'OF A DRIVEWAY, 9 FEET NORTHWEST OF A WHITE WITNESS POST AND 8
 FZ1756'FEET NORTHWEST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES
 FZ1756'AND THE DISK IS STAMPED---ALBERTA 1933---.
 FZ1756'
 FZ1756'REFERENCE MARK NO. 3 IS 93.79 FEET WEST OF THE STATION, 24
 FZ1756'FEET NORTH OF THE CENTER OF HIGHWAY 268 AND 1 FOOT NORTH OF A
 FZ1756'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED---ALBERTA
 FZ1756'NO 3 1933---.
 FZ1756'
 FZ1756'REFERENCE MARK NO. 4 IS 83.28 FEET NORTH OF THE STATION, 12
 FZ1756'FEET WEST OF THE CENTER OF A DRIVEWAY AND 1 FOOT WEST OF A FENCE
 FZ1756'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED---ALBERTA NO 4
 FZ1756'1933---.
 FZ1756'
 FZ1756'REFERENCE MARK NO. 2 (AZIMUTH) IS 0.2 MILE EAST OF THE STATION,
 FZ1756'52 FEET SOUTH OF THE CENTER OF HIGHWAY 268, 21 FEET NORTH OF A
 FZ1756'TOMBSTONE WITH THE INSCRIPTION ALBERTY ON THE WEST SIDE AND 10
 FZ1756'FEET SOUTH OF A 4 INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES
 FZ1756'AND THE DISK IS STAMPED---ALBERTA NO 2 1933---.
 FZ1756'
 FZ1756'TO REACH REFERENCE MARK NO. 2 (AZIMUTH) FROM THE STATION, GO
 FZ1756'EAST ON HIGHWAY 268 FOR 0.2 MILE TO THE MARK ON THE SOUTH SIDE
 FZ1756'OF ROAD AS DESCRIBED.
 FZ1756
 FZ1756                          STATION RECOVERY (1986)
 FZ1756
 FZ1756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1756'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FZ1756'REFERENCE MARK THREE WAS RECOVERED WITH THE DISK MISSING BUT WAS SOLID
 FZ1756'IN THE GROUND, SO A REFERENCE MARK DISK NUMBER 6 WAS SET IN THE TOP OF
 FZ1756'THE MONUMENT.  REFERENCE MARK FOUR WAS RECOVERED ALMOST UPROOTED AND
 FZ1756'LEANING.  THE DISK WAS CLAIMED AND A REFERENCE MARK FIVE WAS
 FZ1756'ESTABLISHED. NEW REFERENCES FOLLOW. MARK IS FLUSH WITH GROUND. LOCATED
 FZ1756'8.29 M (27.20 FT) NORTH OF THE CENTERLINE OF NC 268, 11.89 M (39.01
 FZ1756'FT) WEST OF THE CENTER OF THE DRIVE TO ESTES TRUCKING LINES, 55.17 M
 FZ1756'(181.00 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF ESTES TRUCKING OFFICE
 FZ1756'BUILDING, AND 0.46 M (1.51 FT) EAST OF A FIBERGLASS WITNESS POST.
 FZ1756'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED---ALBERTA 1933 NO.
 FZ1756'5 1986---, SET IN TOP OF A ROUND CONCRETE MONUMENT RECESSED 4 INCHES
 FZ1756'BELOW GROUND.  LOCATED 0.73 M (2.40 FT) SOUTHEAST OF THE EAST METAL
 FZ1756'GATE POST AT ENTRANCE TO TRUCK LINES, 16.11 M (52.85 FT) WEST OF THE
 FZ1756'SOUTHWEST CORNER OF THE ESTES EXPRESS TRUCK LINES, 47.5 M (155.8 FT)
 FZ1756'NORTH OF THE CENTERLINE OF NC 268. REFERENCE MARK NO. 6 IS A STANDARD
 FZ1756'NGS DISK STAMPED---ALBERTA 1933 NO. 6 1986---, SET IN TOP OF A SQUARE
 FZ1756'CONCRETE MONUMENT FLUSH WITH GROUND. LOCATED 41.15 M (135.01 FT) WEST
 FZ1756'OF THE CENTER OF ENTRANCE TO TRUCKING OFFICE,  AND 7.16 M (23.49 FT)
 FZ1756'NORTH OF THE CENTER OF NC 268. AT REFERENCE MARK NO. 2, THE 4-INCH
 FZ1756'CEDAR IS NOW A 10-INCH CEDAR. FAIRVIEW BAPTIST CHURCH SPIRE IS VISIBLE
 FZ1756'FROM THE STATION AND THE GRID AZIMUTH IS--91-52-36.30--.
 FZ1756
 FZ1756                          STATION RECOVERY (1986)
 FZ1756
 FZ1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM)
 FZ1756'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 FZ1756'CONDITION.  REFERENCE MARK THREE WAS RECOVERED WITH THE MISSING BUT,
 FZ1756'WAS SOLID IN THE GROUND SO A REFERENCE MARK DISK NUMBER 6 WAS SET IN
 FZ1756'THE TOP OF THE MONUMENT.  REFERENCE MARK FOUR WAS RFECOVERED ALMOST UP
 FZ1756'ROOTED AND LEANING.  THE DISK WAS CLAIMED AND A REFERENCE MARK FIVE
 FZ1756'WAS ESTABLISHED.  THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH
 FZ1756'OF DOBSON, 0.08 KM (0.05 MI) WEST OF THE INTERSECTION OF U.S HIGHWAY
 FZ1756'601 AND STATE HIGHWAY 268 IN THE VILLAGE OF FAIRVIEW AND ALONG STATE
 FZ1756'268.  OWNERSHIP--MR T.C ALBERTY, GEN DEL, DOBSON, N.C.
 FZ1756' 
 FZ1756'THE STATION IS A STANDARD CGS DISK STAMPED---ALBERTA 1933---, SET INTO
 FZ1756'THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, FLUSH WITH
 FZ1756'GROUND.  THE STATION IS LOCATED 8.29 METERS (27.20 FT) NORTH FROM THE
 FZ1756'CENTERLINE OF STATE 268, 11.89 METERS (39.01 FT) WEST FROM THE CENTER
 FZ1756'OF THE DRIVEWAY TO ESTES TRUCKING LINES, 55.17 METERS (181.00 FT)
 FZ1756'SOUTHWEST FROM THE SOUTHWEST CORNER OF ESTES TRUCKING OFFICE BUILDING,
 FZ1756'0.46 METERS (1.51 FT) EAST FROM A FIBERGLASS WITNESS POST.  REFERENCE
 FZ1756'MARK NO 5, IS A STANDARD NGS DISK STAMPED---ALBERTA 1933 NO 5 1986---,
 FZ1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN DIAMETER,
 FZ1756'RECESSED 4 CM BELOW THE GROUND.  THE STATION IS LOCATED 0.73 METERS
 FZ1756'(2.40 FT) SOUTHEAST FROM THE EAST METAL GATE POST AT ENTRANCE TO TRACK
 FZ1756'LINES, 16.11 METERS (52.85 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 FZ1756'ESTES EXPRESS TRUCK LINES, 47.55 METERS (156.00 FT) NORTH FROM THE
 FZ1756'CENTERLINE OF STATE HIGHWAY 268.  REFERENCE MARK NO 6, IS A STANDARD
 FZ1756'NGS DISK STAMPED---ALBERTA 1933 NO 6 1986---, SET INTO THE TOP OF A
 FZ1756'SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, FLUSH WITH GROUND.  THE
 FZ1756'STATION IS LOCATED 41.15 METERS (135.01 FT) WEST FROM THE CENTER OF
 FZ1756'THE ENTRANCE ROAD TO TRUCKING OFFICE, 7.16 METERS (23.49 FT) NORTH
 FZ1756'FROM THE CENTERLINE OF STATE 268.  REFERENCE MARK NO 2, IS A STANDARD
 FZ1756'CGS DISK STAMPED---ALBERTA NO 2 1933---, SET INTO THE TOP OF A SQUARE
 FZ1756'CONCRETE MONUMENT, 32 CM IN DIAMTER, PROJECTING 4 CM, ABOVE THE
 FZ1756'GROUND.  THE STATION IS LOCATED 15.85 METERS (52.00 FT) SOUTH FROM THE
 FZ1756'CENTERLINE OF STATE 268, 6.4 METERS (21.0 FT) NORTH FROM A TOMBSTONE
 FZ1756'WITH THE INSCRIPTION ALBERTY ON THE WEST SIDE, 3.08 METERS (10.10 FT)
 FZ1756'SOUTH FROM A 10-INCH CEDAR TREE.  TO REACH THE AZIMUTH MARK FROM THE
 FZ1756'STATION, GO EAST ON STATE HIGHWAY 268 FOR 0.32 KM (0.20 MI) TO A
 FZ1756'CEMETERY AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4101 ***********************************************************************
 EY4101  DESIGNATION -  ALBERTA
 EY4101  PID         -  EY4101
 EY4101  STATE/COUNTY-  NC/BEAUFORT
 EY4101  USGS QUAD   -  PINETOWN (1974)
 EY4101
 EY4101                         *CURRENT SURVEY CONTROL
 EY4101  ___________________________________________________________________
 EY4101* NAD 83(2001)-  35 31 46.70616(N)    076 46 40.69101(W)     ADJUSTED  
 EY4101* NAVD 88     -         4.362  (meters)      14.31   (feet)  ADJUSTED  
 EY4101  ___________________________________________________________________
 EY4101  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EY4101  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 EY4101  DYNAMIC HT  -           4.358 (meters)      14.30  (feet)  COMP
 EY4101  MODELED GRAV-     979,762.2   (mgal)                       NAVD 88
 EY4101
 EY4101  HORZ ORDER  -  SECOND
 EY4101  VERT ORDER  -  SECOND    CLASS II
 EY4101
 EY4101.The horizontal coordinates were established by classical geodetic methods
 EY4101.and adjusted by the National Geodetic Survey in August 2005.
 EY4101
 EY4101.The orthometric height was determined by differential leveling
 EY4101.and adjusted in June 1991.
 EY4101
 EY4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4101
 EY4101.The geoid height was determined by GEOID03.
 EY4101
 EY4101.The dynamic height is computed by dividing the NAVD 88
 EY4101.geopotential number by the normal gravity value computed on the
 EY4101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4101.degrees latitude (g = 980.6199 gals.).
 EY4101
 EY4101.The modeled gravity was interpolated from observed gravity values.
 EY4101
 EY4101;                    North         East     Units Scale Factor Converg.
 EY4101;SPC NC       -   199,671.695   811,090.445   MT  0.99988431   +1 16 57.0
 EY4101;SPC NC       -   655,089.55  2,661,052.57   sFT  0.99988431   +1 16 57.0
 EY4101;UTM  18      - 3,933,234.498   338,801.202   MT  0.99992022   -1 02 00.4
 EY4101
 EY4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4101!SPC NC       -   1.00000512  x   0.99988431  =   0.99988943
 EY4101!UTM  18      -   1.00000512  x   0.99992022  =   0.99992534
 EY4101
 EY4101                          SUPERSEDED SURVEY CONTROL
 EY4101
 EY4101  NAD 83(1986)-  35 31 46.71727(N)    076 46 40.70151(W) AD(       ) 2
 EY4101  NAVD 88 (07/14/98)    4.36   (m)           14.3    (f) LEVELING    3  
 EY4101
 EY4101.Superseded values are not recommended for survey control.
 EY4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4101.See file dsdata.txt to determine how the superseded data were derived.
 EY4101
 EY4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3880133234(NAD 83)
 EY4101_MARKER: DE = TRAVERSE STATION DISK
 EY4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4101_SP_SET: CONCRETE POST
 EY4101_STAMPING: ALBERTA 1982
 EY4101_MARK LOGO: NCGS  
 EY4101_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4101+STABILITY: SURFACE MOTION
 EY4101
 EY4101  HISTORY     - Date     Condition        Report By
 EY4101  HISTORY     - 1982     MONUMENTED       NCGS
 EY4101  HISTORY     - 19840601 GOOD             NCGS
 EY4101
 EY4101                          STATION DESCRIPTION
 EY4101
 EY4101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4101'12.4 KM (7.7 MI) WSW FROM PANTEGO.
 EY4101'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) WEST-SOUTHWEST OF
 EY4101'PANTEGO AND 25.3 KM (15.7 MI) EAST OF WASHINGTON.  ALONG US 264 FOR
 EY4101'3.5 KM (2.15 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.15 MI) WEST FROM
 EY4101'THE INTERSECTION WITH SR 1611, IN THE NORTH SHOULDER.  THE STATION IS
 EY4101'A STANDARD NCGS DISK STAMPED---ALBERTA 1982---, SET INTO THE TOP OF A
 EY4101'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.
 EY4101'LOCATED 6.3 METERS (20.6 FT) NORTH OF THE CENTERLINE OF US 264, 21.0
 EY4101'METERS (68.8 FT) SOUTHWEST OF A TELEPHONE PEDESTAL POST WITH A
 EY4101'REFERENCE TAG, 22.5 METERS (73.7 FT) EAST OF THE EAST END OF A
 EY4101'CULVERT UNDER A FIELD ENTRANCE, 21.8 METERS (71.7 FT) WEST OF A
 EY4101'MAILBOX, 29.6 METERS (97.1 FT) NORTHWEST OF AN 18-INCH CEDAR, AND
 EY4101'35.6 METERS (116.9 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 EY4101'1-STORY SHINGLED HOUSE.
 EY4101
 EY4101                          STATION RECOVERY (1984)
 EY4101
 EY4101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4101'STATION IS LOCATED ABOUT 12.4 KM (7.70 MI) WEST-SOUTHWEST OF PANTEGO
 EY4101'AND 25.3 KM (15.70 MI) EAST OF WASHINGTON. ALONG US 264 FOR 3.5 KM
 EY4101'(2.15 MI) WEST FROM YEATESVILLE, OR 0.2 KM (0.10 MI) WEST FROM SR
 EY4101'1611, IN THE NORTH SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND.
 EY4101'LOCATED 6.3 M (20.7 FT) NORTH OF THE CENTERLINE OF US 264, 21.0 M
 EY4101'(68.9 FT) SOUTHWEST OF A TELEPHONE PEDESTAL POST WITH A REFERENCE TAG,
 EY4101'22.5 M (73.8 FT) EAST OF THE EAST END OF A CULVERT UNDER A FIELD
 EY4101'ENTRANCE, 21.8 M (71.5 FT) WEST OF A MAILBOX, 29.6 M (97.1 FT)
 EY4101'NORTHWEST OF AN 18-INCH CEDAR, AND 35.6 M (116.8 FT) NORTH-NORTHWEST
 EY4101'OF THE NORTHWEST CORNER OF A 1-STORY SHINGLED HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3793 ***********************************************************************
 FB3793  DESIGNATION -  ALBERTA
 FB3793  PID         -  FB3793
 FB3793  STATE/COUNTY-  NC/MADISON
 FB3793  USGS QUAD   -  MARSHALL (1990)
 FB3793
 FB3793                         *CURRENT SURVEY CONTROL
 FB3793  ___________________________________________________________________
 FB3793* NAD 83(2001)-  35 48 18.76556(N)    082 39 53.36305(W)     ADJUSTED  
 FB3793* NAVD 88     -       628.5    (meters)    2062.     (feet)  VERTCON   
 FB3793  ___________________________________________________________________
 FB3793  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FB3793  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB3793  HORZ ORDER  -  SECOND
 FB3793
 FB3793.The horizontal coordinates were established by classical geodetic methods
 FB3793.and adjusted by the National Geodetic Survey in August 2005.
 FB3793
 FB3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3793
 FB3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3793
 FB3793.The geoid height was determined by GEOID03.
 FB3793
 FB3793;                    North         East     Units Scale Factor Converg.
 FB3793;SPC NC       -   234,102.209   278,458.597   MT  0.99991914   -2 06 54.8
 FB3793;SPC NC       -   768,050.33    913,576.25   sFT  0.99991914   -2 06 54.8
 FB3793;UTM  17      - 3,963,622.762   349,578.599   MT  0.99987882   -0 58 27.0
 FB3793
 FB3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3793!SPC NC       -   0.99990609  x   0.99991914  =   0.99982524
 FB3793!UTM  17      -   0.99990609  x   0.99987882  =   0.99978493
 FB3793
 FB3793                          SUPERSEDED SURVEY CONTROL
 FB3793
 FB3793  NAD 83(1995)-  35 48 18.76512(N)    082 39 53.36331(W) AD(       ) 2
 FB3793  NAD 83(1986)-  35 48 18.77695(N)    082 39 53.36561(W) AD(       ) 2
 FB3793  NGVD 29 (02/22/93)  628.6    (m)         2062.     (f) VERT ANG    3  
 FB3793
 FB3793.Superseded values are not recommended for survey control.
 FB3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3793.See file dsdata.txt to determine how the superseded data were derived.
 FB3793
 FB3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4957963623(NAD 83)
 FB3793_MARKER: DE = TRAVERSE STATION DISK
 FB3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3793_SP_SET: CONCRETE POST
 FB3793_STAMPING: ALBERTA 1982
 FB3793_MARK LOGO: NCGS  
 FB3793_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3793+STABILITY: SURFACE MOTION
 FB3793
 FB3793  HISTORY     - Date     Condition        Report By
 FB3793  HISTORY     - 1982     MONUMENTED       NCGS
 FB3793  HISTORY     - 20040607 SEE DESCRIPTION  NCGS
 FB3793
 FB3793                          STATION DESCRIPTION
 FB3793
 FB3793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3793'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) EAST-NORTHEAST OF
 FB3793'MARSHALL AND 10.8 KM (6.7 MI) WEST OF MARS HILL.
 FB3793'ALONG US 25-70 FOR 0.6 KM (0.4 MI) NORTHWEST FROM THE OVERPASS OF NC
 FB3793'213 (EAST OF MARSHALL), OR 0.2 KM (0.1 MI) NORTHWEST FROM SR 1393, ON
 FB3793'THE LEFT, AT THE TOP OF A STEEP CUT, 30 FT ABOVE THE ROAD.
 FB3793'THE STATION IS A STANDARD NCGS DISK STAMPED---ALBERTA 1982---, SET
 FB3793'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING
 FB3793'8 CM ABOVE GROUND.  LOCATED 9.1 METERS (29.8 FT) NORTH-NORTHEAST OF A
 FB3793'6-INCH CHERRY, AND 18.5 METERS (60.8 FT) EAST OF AN 8-INCH VIRGINIA
 FB3793'PINE--BOTH WITH REFERENCE TAGS.
 FB3793
 FB3793                          STATION RECOVERY (2004)
 FB3793
 FB3793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB3793'THE STATION WAS NOT FOUND AND BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2333 ***********************************************************************
 FZ2333  DESIGNATION -  ALBERTA RM 2 AZIMUTH
 FZ2333  PID         -  FZ2333
 FZ2333  STATE/COUNTY-  NC/SURRY
 FZ2333  USGS QUAD   -  COPELAND (1994)
 FZ2333
 FZ2333                         *CURRENT SURVEY CONTROL
 FZ2333  ___________________________________________________________________
 FZ2333* NAD 83(2001)-  36 19 41.24124(N)    080 43 06.23955(W)     ADJUSTED  
 FZ2333* NAVD 88     -       342.0    (meters)    1122.     (feet)  VERTCON   
 FZ2333  ___________________________________________________________________
 FZ2333  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FZ2333  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 FZ2333  HORZ ORDER  -  SECOND
 FZ2333
 FZ2333.The horizontal coordinates were established by classical geodetic methods
 FZ2333.and adjusted by the National Geodetic Survey in August 2005.
 FZ2333
 FZ2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2333
 FZ2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2333
 FZ2333.The geoid height was determined by GEOID03.
 FZ2333
 FZ2333;                    North         East     Units Scale Factor Converg.
 FZ2333;SPC NC       -   287,345.352   455,308.458   MT  1.00004906   -0 59 30.5
 FZ2333;SPC NC       -   942,732.21  1,493,791.17   sFT  1.00004906   -0 59 30.5
 FZ2333;UTM  17      - 4,020,379.836   525,274.427   MT  0.99960787   +0 10 00.6
 FZ2333
 FZ2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2333!SPC NC       -   0.99995158  x   1.00004906  =   1.00000064
 FZ2333!UTM  17      -   0.99995158  x   0.99960787  =   0.99955947
 FZ2333
 FZ2333                          SUPERSEDED SURVEY CONTROL
 FZ2333
 FZ2333  NAD 83(1986)-  36 19 41.24907(N)    080 43 06.24590(W) AD(       ) 2
 FZ2333  NGVD 29 (12/22/97)  342.2    (m)         1123.     (f) VERT ANG    3  
 FZ2333
 FZ2333.Superseded values are not recommended for survey control.
 FZ2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2333.See file dsdata.txt to determine how the superseded data were derived.
 FZ2333
 FZ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2527420380(NAD 83)
 FZ2333_MARKER: DR = REFERENCE MARK DISK
 FZ2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2333_STAMPING: ALBERTA NO 2 1933
 FZ2333_MARK LOGO: CGS   
 FZ2333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2333+STABILITY: SURFACE MOTION
 FZ2333
 FZ2333  HISTORY     - Date     Condition        Report By
 FZ2333  HISTORY     - 1933     MONUMENTED       CGS
 FZ2333  HISTORY     - 19860505 GOOD             NCGS
 FZ2333
 FZ2333                          STATION DESCRIPTION
 FZ2333
 FZ2333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ2333'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) SOUTH OF DOBSON, IN FAIRVIEW
 FZ2333'COMMUNITY. ALONG NC 268, ABOUT 550-FEET EAST OF US 601 CROSSROADS, AND
 FZ2333'ABOUT 650-FEET WEST OF FAIRVIEW BAPTIST CHURCH, IN NORTHWEST CORNER OF
 FZ2333'A CEMETERY AT THE SOUTHWEST CORNER OF THE NORTHWESTMOST ALBERTY FAMILY
 FZ2333'HEADSTONE. MARK PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 15.8 M (51.8
 FZ2333'FT) SOUTH OF THE CENTERLINE OF HIGHWAY, AND 9.3 M (30.5 FT) SOUTHEAST
 FZ2333'OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1757 ***********************************************************************
 FZ1757  DESIGNATION -  ALBERTA RM 3
 FZ1757  PID         -  FZ1757
 FZ1757  STATE/COUNTY-  NC/SURRY
 FZ1757  USGS QUAD   -  COPELAND (1994)
 FZ1757
 FZ1757                         *CURRENT SURVEY CONTROL
 FZ1757  ___________________________________________________________________
 FZ1757* NAD 83(2001)-  36 19 41.26685(N)    080 43 19.19040(W)     ADJUSTED  
 FZ1757* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 FZ1757  ___________________________________________________________________
 FZ1757  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FZ1757  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 FZ1757  HORZ ORDER  -  SECOND
 FZ1757
 FZ1757.The horizontal coordinates were established by classical geodetic methods
 FZ1757.and adjusted by the National Geodetic Survey in August 2005.
 FZ1757
 FZ1757.The orthometric height was scaled from a topographic map.
 FZ1757
 FZ1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1757
 FZ1757.The geoid height was determined by GEOID03.
 FZ1757
 FZ1757;                    North         East     Units Scale Factor Converg.
 FZ1757;SPC NC       -   287,351.738   454,985.493   MT  1.00004907   -0 59 38.0
 FZ1757;SPC NC       -   942,753.16  1,492,731.57   sFT  1.00004907   -0 59 38.0
 FZ1757;UTM  17      - 4,020,379.691   524,951.542   MT  0.99960767   +0 09 52.9
 FZ1757
 FZ1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1757!SPC NC       -   0.99995223  x   1.00004907  =   1.00000130
 FZ1757!UTM  17      -   0.99995223  x   0.99960767  =   0.99955992
 FZ1757
 FZ1757|---------------------------------------------------------------------|
 FZ1757| PID    Reference Object                     Distance      Geod. Az  |
 FZ1757|                                                           dddmmss.s |
 FZ1757| FZ2334 ALBERTA RM 4                                       03555     |
 FZ1757| FZ1756 ALBERTA                              28.627 METERS 07301     |
 FZ1757| FZ2333 ALBERTA RM 2 AZIMUTH                323.044 METERS 09008     |
 FZ1757| FZ1816 BOONVILLE MUNICIPAL TANK            APPROX.10.7 KM 1734452.4 |
 FZ1757| FZ1762 DOBSON MUNICIPAL TANK               APPROX. 7.7 KM 3582706.0 |
 FZ1757|---------------------------------------------------------------------|
 FZ1757
 FZ1757                          SUPERSEDED SURVEY CONTROL
 FZ1757
 FZ1757  NAD 83(1993)-  36 19 41.27074(N)    080 43 19.20079(W) AD(       ) 2
 FZ1757  NAD 83(1986)-  36 19 41.27387(N)    080 43 19.19805(W) AD(       ) 2
 FZ1757  NAD 27      -  36 19 40.78800(N)    080 43 19.96200(W) AD(       ) 2
 FZ1757
 FZ1757.Superseded values are not recommended for survey control.
 FZ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1757.See file dsdata.txt to determine how the superseded data were derived.
 FZ1757
 FZ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2495220380(NAD 83)
 FZ1757_MARKER: DR = REFERENCE MARK DISK
 FZ1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1757_STAMPING: ALBERTA NO 3 1933
 FZ1757_MARK LOGO: CGS   
 FZ1757
 FZ1757  HISTORY     - Date     Condition        Report By
 FZ1757  HISTORY     - 1954     MONUMENTED       CGS
 FZ1757
 FZ1757                          STATION DESCRIPTION
 FZ1757
 FZ1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1757'STATION IS LOCATED 450 FEET WEST OF THE INTERSECTION OF U.S.
 FZ1757'HIGHWAY 601 AND STATE HIGHWAY 268 ABOUT 5 MILES SOUTH OF DOBSON
 FZ1757'AND IS ON PROPERTY OWNED BY T. C. ALBERTY.  IT IS 24 FEET NORTH
 FZ1757'OF THE CENTER OF HIGHWAY 268 AND 1 FOOT NORTH OF A FENCE
 FZ1757'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALBERTA R.M.
 FZ1757'NO 3 1933.
 FZ1757'
 FZ1757'REFERENCE MARK NO. 4 IS 12 FEET WEST OF THE CENTER OF A
 FZ1757'DRIVEWAY AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH
 FZ1757'AND THE DISK IS STAMPED ALBERTA NO 4 1933.
 FZ1757'
 FZ1757'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 52 FEET SOUTH OF THE
 FZ1757'CENTER OF HIGHWAY 268, 21 FEET NORTH OF A TOMBSTONE WITH THE
 FZ1757'INSCRIPTION ALBERTY ON THE WEST SIDE AND 10 FEET SOUTH OF A 4
 FZ1757'INCH CEDAR TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 FZ1757'STAMPED ALBERTA NO 2 1933.
 FZ1757'
 FZ1757'TO REACH THE REFERENCE MARK NO. 2 (AZIMUTH MARK) FROM THE
 FZ1757'STATION, GO EAST ON HIGHWAY 268 FOR 0.2 MILE TO THE MARK ON THE
 FZ1757'SOUTH SIDE OF ROAD AS DESCRIBED.
 FZ1757'
 FZ1757'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4250 ***********************************************************************
 AH4250  DESIGNATION -  ALBERTA RM 5
 AH4250  PID         -  AH4250
 AH4250  STATE/COUNTY-  NC/SURRY
 AH4250  USGS QUAD   -  COPELAND (1994)
 AH4250
 AH4250                         *CURRENT SURVEY CONTROL
 AH4250  ___________________________________________________________________
 AH4250* NAD 83(2001)-  36 19 42.94067(N)    080 43 17.51870(W)     ADJUSTED  
 AH4250* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 AH4250  ___________________________________________________________________
 AH4250  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AH4250  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AH4250  HORZ ORDER  -  SECOND
 AH4250
 AH4250.The horizontal coordinates were established by classical geodetic methods
 AH4250.and adjusted by the National Geodetic Survey in August 2005.
 AH4250
 AH4250.The orthometric height was scaled from a topographic map.
 AH4250
 AH4250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4250
 AH4250.The geoid height was determined by GEOID03.
 AH4250
 AH4250;                    North         East     Units Scale Factor Converg.
 AH4250;SPC NC       -   287,402.603   455,028.078   MT  1.00004922   -0 59 37.0
 AH4250;SPC NC       -   942,920.04  1,492,871.29   sFT  1.00004922   -0 59 37.0
 AH4250;UTM  17      - 4,020,431.383   524,993.071   MT  0.99960770   +0 09 53.9
 AH4250
 AH4250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4250!SPC NC       -   0.99995210  x   1.00004922  =   1.00000132
 AH4250!UTM  17      -   0.99995210  x   0.99960770  =   0.99955982
 AH4250
 AH4250                          SUPERSEDED SURVEY CONTROL
 AH4250
 AH4250  NAD 83(1986)-  36 19 42.94863(N)    080 43 17.52498(W) AD(       ) 2
 AH4250
 AH4250.Superseded values are not recommended for survey control.
 AH4250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4250.See file dsdata.txt to determine how the superseded data were derived.
 AH4250
 AH4250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2499320431(NAD 83)
 AH4250_MARKER: DR = REFERENCE MARK DISK
 AH4250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4250_STAMPING: ALBERTA 1933 NO 5 1986
 AH4250_MARK LOGO: NGS   
 AH4250_PROJECTION: FLUSH
 AH4250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4250+STABILITY: SURFACE MOTION
 AH4250
 AH4250  HISTORY     - Date     Condition        Report By
 AH4250  HISTORY     - 1986     MONUMENTED       NGS
 AH4250
 AH4250                          STATION DESCRIPTION
 AH4250
 AH4250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AH4250'REFERENCE MARK 4 WAS FOUND UPROOTED-DISK WAS RECLAIMED AND REFERENCE
 AH4250'MARK 5 WAS SET. STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) SOUTH OF
 AH4250'DOBSON. ALONG NC 268 FOR 0.05 MI (0.08 KM) WEST FROM US 601 (IN THE
 AH4250'VILLAGE OF FAIRVIEW). MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED
 AH4250'47.55 M (156.00 FT) NORTH OF THE CENTERLINE OF NC 268, 0.73 M (2.40
 AH4250'FT) SOUTHEAST OF THE EAST METAL GATE POST AT THE ENTRANCE TO ESTES
 AH4250'TRUCKING LINES, AND 16.11 M (52.85 FT) WEST OF THE SOUTHWEST CORNER OF
 AH4250'THE OFFICE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4249 ***********************************************************************
 AH4249  DESIGNATION -  ALBERTA RM 6
 AH4249  PID         -  AH4249
 AH4249  STATE/COUNTY-  NC/SURRY
 AH4249  USGS QUAD   -  COPELAND (1994)
 AH4249
 AH4249                         *CURRENT SURVEY CONTROL
 AH4249  ___________________________________________________________________
 AH4249* NAD 83(2001)-  36 19 41.26715(N)    080 43 19.19416(W)     ADJUSTED  
 AH4249* NAVD 88     -       339.     (meters)    1112.     (feet)  SCALED    
 AH4249  ___________________________________________________________________
 AH4249  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AH4249  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AH4249  HORZ ORDER  -  SECOND
 AH4249
 AH4249.The horizontal coordinates were established by classical geodetic methods
 AH4249.and adjusted by the National Geodetic Survey in August 2005.
 AH4249
 AH4249.The orthometric height was scaled from a topographic map.
 AH4249
 AH4249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4249
 AH4249.The geoid height was determined by GEOID03.
 AH4249
 AH4249;                    North         East     Units Scale Factor Converg.
 AH4249;SPC NC       -   287,351.749   454,985.399   MT  1.00004907   -0 59 38.0
 AH4249;SPC NC       -   942,753.20  1,492,731.26   sFT  1.00004907   -0 59 38.0
 AH4249;UTM  17      - 4,020,379.699   524,951.448   MT  0.99960767   +0 09 52.9
 AH4249
 AH4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4249!SPC NC       -   0.99995210  x   1.00004907  =   1.00000117
 AH4249!UTM  17      -   0.99995210  x   0.99960767  =   0.99955979
 AH4249
 AH4249                          SUPERSEDED SURVEY CONTROL
 AH4249
 AH4249  NAD 83(1986)-  36 19 41.27497(N)    080 43 19.20071(W) AD(       ) 2
 AH4249
 AH4249.Superseded values are not recommended for survey control.
 AH4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4249.See file dsdata.txt to determine how the superseded data were derived.
 AH4249
 AH4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2495120380(NAD 83)
 AH4249_MARKER: DR = REFERENCE MARK DISK
 AH4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4249_STAMPING: ALBERTA 1933 NO 6 1986
 AH4249_MARK LOGO: NGS   
 AH4249_PROJECTION: FLUSH
 AH4249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4249+STABILITY: SURFACE MOTION
 AH4249
 AH4249  HISTORY     - Date     Condition        Report By
 AH4249  HISTORY     - 1986     MONUMENTED       NGS
 AH4249
 AH4249                          STATION DESCRIPTION
 AH4249
 AH4249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 AH4249'ALBERTA REFERENCE MARK THREE WAS RECOVERED WITH THE DISK MISSING BUT
 AH4249'WAS SOLID IN THE GROUND, SO A REFERENCE MARK DISK NUMBER 6 WAS SET IN
 AH4249'THE TOP OF THE MONUMENT. STATION IS LOCATED ABOUT 4.95 MI (7.97 KM)
 AH4249'SOUTH OF DOBSON. ALONG NC 268 FOR 0.05 MI (0.08 KM) WEST FROM US 601
 AH4249'(IN THE VILLAGE OF FAIRVIEW). MARK IS FLUSH WITH GROUND. LOCATED 41.15
 AH4249'M (135.01 FT) WEST OF THE CENTER OF ENTRANCE TO ESTES TRUCKING OFFICE,
 AH4249'AND 7.16 M (23.49 FT) NORTH OF THE CENTER OF NC 268.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2687 ***********************************************************************
 EY2687  DESIGNATION -  ALBERTSON
 EY2687  PID         -  EY2687
 EY2687  STATE/COUNTY-  NC/DUPLIN
 EY2687  USGS QUAD   -  ALBERTSON (1980)
 EY2687
 EY2687                         *CURRENT SURVEY CONTROL
 EY2687  ___________________________________________________________________
 EY2687* NAD 83(2001)-  35 06 53.24734(N)    077 49 07.12594(W)     ADJUSTED  
 EY2687* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 EY2687  ___________________________________________________________________
 EY2687  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EY2687  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 EY2687  HORZ ORDER  -  SECOND
 EY2687
 EY2687.The horizontal coordinates were established by classical geodetic methods
 EY2687.and adjusted by the National Geodetic Survey in August 2005.
 EY2687
 EY2687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2687
 EY2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2687
 EY2687.The geoid height was determined by GEOID03.
 EY2687
 EY2687;                    North         East     Units Scale Factor Converg.
 EY2687;SPC NC       -   152,036.887   717,278.075   MT  0.99987543   +0 40 54.6
 EY2687;SPC NC       -   498,807.69  2,353,269.82   sFT  0.99987543   +0 40 54.6
 EY2687;UTM  18      - 3,889,409.358   243,118.261   MT  1.00041334   -1 37 20.0
 EY2687
 EY2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2687!SPC NC       -   0.99999876  x   0.99987543  =   0.99987419
 EY2687!UTM  18      -   0.99999876  x   1.00041334  =   1.00041210
 EY2687
 EY2687:                Primary Azimuth Mark                     Grid Az
 EY2687:SPC NC       -  STROUD                                   180 44 12.5
 EY2687:UTM  18      -  STROUD                                   183 02 27.1
 EY2687
 EY2687|---------------------------------------------------------------------|
 EY2687| PID    Reference Object                     Distance      Geod. Az  |
 EY2687|                                                           dddmmss.s |
 EY2687| EY2688 STROUD                              419.240 METERS 1812507.1 |
 EY2687|---------------------------------------------------------------------|
 EY2687
 EY2687                          SUPERSEDED SURVEY CONTROL
 EY2687
 EY2687  NAD 83(1986)-  35 06 53.25587(N)    077 49 07.13629(W) AD(       ) 2
 EY2687  NAD 27      -  35 06 52.66272(N)    077 49 08.20496(W) AD(       ) 2
 EY2687  NGVD 29 (07/19/86)   44.0    (m)          144.     (f) VERT ANG    3  
 EY2687
 EY2687.Superseded values are not recommended for survey control.
 EY2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2687.See file dsdata.txt to determine how the superseded data were derived.
 EY2687
 EY2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4311889409(NAD 83)
 EY2687_MARKER: DE = TRAVERSE STATION DISK
 EY2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2687_STAMPING: ALBERTSON 1976
 EY2687_MARK LOGO: NCGS  
 EY2687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2687+STABILITY: SURFACE MOTION
 EY2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2687+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1999
 EY2687
 EY2687  HISTORY     - Date     Condition        Report By
 EY2687  HISTORY     - 1976     MONUMENTED       NCGS
 EY2687  HISTORY     - 19990419 SEE DESCRIPTION  NCGS
 EY2687
 EY2687                          STATION DESCRIPTION
 EY2687
 EY2687'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2687'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF PINK HILL
 EY2687'(LENOIR CO.) AND 7.8 MILES SOUTH OF SEVEN SPRINGS (WAYNE CO.).
 EY2687'
 EY2687'TO REACH THE STATION FROM THE INTERSECTION OF NC 111 AND SR 1002 AT
 EY2687'ALBERTSON POST OFFICE, PROCEED NORTH ALONG SR 1002 FOR 0.05 MILE TO
 EY2687'STATION ON THE LEFT NEAR THE SUNOCO SIGN AT BURSELL HOLLANDS STORE.
 EY2687'
 EY2687'STATION MARK IS A STANDARD DISK STAMPED---ALBERTSON 1976---, SET IN
 EY2687'THE TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND
 EY2687'SURFACE.  MARK IS 57.3 FEET WEST OF THE CENTERLINE OF SR 1002, 7.4
 EY2687'FEET SOUTH OF BASE OF A SUNOCO SIGN, 40.8 FEET SOUTHWEST OF A POWER
 EY2687'POLE WITH TRANSFORMER AND REFERENCE TAG, 51.1 FEET SOUTHEAST OF
 EY2687'NORTHEAST CORNER OF STORE BUILDNG AND 50.0 FEET NORTHEAST OF SOUTHEAST
 EY2687'CORNER OF STORE BUILDING.
 EY2687
 EY2687                          STATION RECOVERY (1999)
 EY2687
 EY2687'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2687'MARK WAS SEARCHED FOR BUT NOT FOUND. REFERENCED AREA FALLS UNDER A
 EY2687'SHED, MARK MAY EXIST, BUT IS NOT USABLE. OWNERS DO NOT REMEMBER
 EY2687'STATION. NEW ADDITION TO THE STORE HAS BEEN BUILT BETWEEN REFERENCED
 EY2687'LOCATION AND ORIGINAL STORE REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1850 ***********************************************************************
 FY1850  DESIGNATION -  ALBRIGHT
 FY1850  PID         -  FY1850
 FY1850  STATE/COUNTY-  NC/PERSON
 FY1850  USGS QUAD   -  ROXBORO (1982)
 FY1850
 FY1850                         *CURRENT SURVEY CONTROL
 FY1850  ___________________________________________________________________
 FY1850* NAD 83(2001)-  36 23 09.77647(N)    078 59 11.72711(W)     ADJUSTED  
 FY1850* NAVD 88     -       237.151  (meters)     778.05   (feet)  ADJUSTED  
 FY1850  ___________________________________________________________________
 FY1850  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FY1850  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FY1850  DYNAMIC HT  -         236.963 (meters)     777.44  (feet)  COMP
 FY1850  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 FY1850
 FY1850  HORZ ORDER  -  SECOND
 FY1850  VERT ORDER  -  FIRST     CLASS II
 FY1850
 FY1850.The horizontal coordinates were established by classical geodetic methods
 FY1850.and adjusted by the National Geodetic Survey in August 2005.
 FY1850
 FY1850.The orthometric height was determined by differential leveling
 FY1850.and adjusted in June 1991.
 FY1850
 FY1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1850
 FY1850.The geoid height was determined by GEOID03.
 FY1850
 FY1850.The dynamic height is computed by dividing the NAVD 88
 FY1850.geopotential number by the normal gravity value computed on the
 FY1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1850.degrees latitude (g = 980.6199 gals.).
 FY1850
 FY1850.The modeled gravity was interpolated from observed gravity values.
 FY1850
 FY1850;                    North         East     Units Scale Factor Converg.
 FY1850;SPC NC       -   292,438.193   610,804.400   MT  1.00006862   +0 00 27.9
 FY1850;SPC NC       -   959,440.97  2,003,947.44   sFT  1.00006862   +0 00 27.9
 FY1850;UTM  17      - 4,028,651.035   680,586.342   MT  1.00000181   +1 11 41.0
 FY1850
 FY1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1850!SPC NC       -   0.99996765  x   1.00006862  =   1.00003626
 FY1850!UTM  17      -   0.99996765  x   1.00000181  =   0.99996946
 FY1850
 FY1850:                Primary Azimuth Mark                     Grid Az
 FY1850:SPC NC       -  LIBRARY                                  010 21 20.3
 FY1850:UTM  17      -  LIBRARY                                  009 10 07.2
 FY1850
 FY1850|---------------------------------------------------------------------|
 FY1850| PID    Reference Object                     Distance      Geod. Az  |
 FY1850|                                                           dddmmss.s |
 FY1850| FY1849 LIBRARY                             442.066 METERS 0102148.2 |
 FY1850| FY1851 MOBIL                               157.409 METERS 20116     |
 FY1850|---------------------------------------------------------------------|
 FY1850
 FY1850                          SUPERSEDED SURVEY CONTROL
 FY1850
 FY1850  NAD 83(1993)-  36 23 09.77672(N)    078 59 11.72873(W) AD(       ) 2
 FY1850  NAD 83(1986)-  36 23 09.77888(N)    078 59 11.73341(W) AD(       ) 2
 FY1850  NAD 27      -  36 23 09.26942(N)    078 59 12.69450(W) AD(       ) 2
 FY1850  NGVD 29 (03/05/92)  237.406  (m)          778.89   (f) ADJUSTED    1 2
 FY1850
 FY1850.Superseded values are not recommended for survey control.
 FY1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1850.See file dsdata.txt to determine how the superseded data were derived.
 FY1850
 FY1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8058628651(NAD 83)
 FY1850_MARKER: DE = TRAVERSE STATION DISK
 FY1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1850_SP_SET: CONCRETE POST
 FY1850_STAMPING: ALBRIGHT 1976
 FY1850_MARK LOGO: NCGS  
 FY1850_PROJECTION: RECESSED 3 CENTIMETERS
 FY1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1850+STABILITY: SURFACE MOTION
 FY1850
 FY1850  HISTORY     - Date     Condition        Report By
 FY1850  HISTORY     - 1976     MONUMENTED       NCGS
 FY1850  HISTORY     - 1977     GOOD             NCGS
 FY1850  HISTORY     - 1982     GOOD             NCGS
 FY1850
 FY1850                          STATION DESCRIPTION
 FY1850
 FY1850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY1850'THE STATION IS LOCATED IN ROXBORO.
 FY1850'
 FY1850'TO REACH THE STATION FROM THE SOUTH JUNCTION OF US 501 BUSINESS WITH
 FY1850'US 501 BYPASS IN ROXBORO, PROCEED NORTH ALONG US 501 BUSINESS FOR 0.15
 FY1850'MILE TO STATION ON THE RIGHT, AT THE SOUTH SIDE OF A DRIVEWAY LEADING
 FY1850'EAST TO ALBRIGHT AND CUNNINGHAM FUNERAL HOME.
 FY1850'
 FY1850'STATION MARK IS A STANDARD DISK STAMPED---ALBRIGHT 1976---SET IN THE
 FY1850'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 FY1850'THE MARK IS 19.0 FEET EAST OF CENTERLINE OF US 501 BUSINESS, 12.4 FEET
 FY1850'SOUTH OF CENTERLINE OF DRIVEWAY, 18.7 FEET SOUTH-SOUTHWEST OF
 FY1850'SOUTHWEST CORNER OF STONE WALL, 22.0 FEET SOUTH OF POWER POLE WITH
 FY1850'REFERENCE TAG AND 11.6 FEET WEST OF 24 INCH MAPLE WITH REFERENCE TAG.
 FY1850
 FY1850                          STATION RECOVERY (1977)
 FY1850
 FY1850'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1850'IN ROXBORO.
 FY1850'TO REACH STATION FROM THE SOUTH JUNCTION OF US 501 BUSINESS WITH
 FY1850'US 501 BYPASS IN ROXBORO, PROCEED NORTH ALONG US 501 BUSINESS FOR
 FY1850'0.15 MILE TO STATION ON THE RIGHT, AT THE SOUTH SIDE OF A DRIVEWAY
 FY1850'LEADING EAST TO ALBRIGHT AND CUNNINGHAM FUNERAL HOME, 19.0 FT. EAST
 FY1850'OF CENTERLINE OF US 501 BUSINESS, 12.4 FT. SOUTH OF CENTERLINE OF
 FY1850'DRIVEWAY, 18.7 FT. SOUTH SOUTHWEST OF SOUTHWEST CORNER OF STONE WALL,
 FY1850'22.0 FT. SOUTH OF POWER POLE WITH ALUMINUM REF. TAG AND 11.6 FT. WEST
 FY1850'OF 24 INCH MAPLE WITH ALUMINUM REF. TAG.
 FY1850
 FY1850                          STATION RECOVERY (1982)
 FY1850
 FY1850'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY1850'LOCATED ALONG MAIN STREET (US 501 BUSINESS), 0.15 MILE NORTH OF
 FY1850'US 501 BYPASS, AT SOUTH SIDE OF A DRIVEWAY TO ALBRIGHT CUNNINGHAM
 FY1850'FUNERAL HOME, 19.0 FEET EAST OF CENTERLINE OF STREET, 12.4 FEET SOUTH
 FY1850'OF CENTERLINE OF DRIVEWAY, 11.6 FEET WEST OF 24 INCH MAPLE WITH
 FY1850'REFERENCE TAG AND 22.0 FEET SOUTH OF POWER POLE WITH REFERENCE TAG.
 FY1850'THE MARK IS 1 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1669 ***********************************************************************
 EZ1669  DESIGNATION -  ALBRIGHT
 EZ1669  PID         -  EZ1669
 EZ1669  STATE/COUNTY-  NC/RANDOLPH
 EZ1669  USGS QUAD   -  RAMSEUR (1980)
 EZ1669
 EZ1669                         *CURRENT SURVEY CONTROL
 EZ1669  ___________________________________________________________________
 EZ1669* NAD 83(2001)-  35 44 44.08791(N)    079 37 51.10402(W)     ADJUSTED  
 EZ1669* NAVD 88     -       173.497  (meters)     569.21   (feet)  ADJUSTED  
 EZ1669  ___________________________________________________________________
 EZ1669  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EZ1669  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EZ1669  DYNAMIC HT  -         173.351 (meters)     568.74  (feet)  COMP
 EZ1669  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 EZ1669
 EZ1669  HORZ ORDER  -  SECOND
 EZ1669  VERT ORDER  -  SECOND    CLASS 0
 EZ1669
 EZ1669.The horizontal coordinates were established by classical geodetic methods
 EZ1669.and adjusted by the National Geodetic Survey in August 2005.
 EZ1669
 EZ1669.The orthometric height was determined by differential leveling
 EZ1669.and adjusted in June 1991.
 EZ1669
 EZ1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1669
 EZ1669.The geoid height was determined by GEOID03.
 EZ1669
 EZ1669.The dynamic height is computed by dividing the NAVD 88
 EZ1669.geopotential number by the normal gravity value computed on the
 EZ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1669.degrees latitude (g = 980.6199 gals.).
 EZ1669
 EZ1669.The modeled gravity was interpolated from observed gravity values.
 EZ1669
 EZ1669;                    North         East     Units Scale Factor Converg.
 EZ1669;SPC NC       -   221,554.340   552,543.756   MT  0.99990964   -0 21 50.8
 EZ1669;SPC NC       -   726,882.86  1,812,803.97   sFT  0.99990964   -0 21 50.8
 EZ1669;UTM  17      - 3,956,594.327   623,796.039   MT  0.99978885   +0 47 59.8
 EZ1669
 EZ1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1669!SPC NC       -   0.99997753  x   0.99990964  =   0.99988717
 EZ1669!UTM  17      -   0.99997753  x   0.99978885  =   0.99976639
 EZ1669
 EZ1669:                Primary Azimuth Mark                     Grid Az
 EZ1669:SPC NC       -  MCKENZIE 2                               250 27 48.1
 EZ1669:UTM  17      -  MCKENZIE 2                               249 17 57.5
 EZ1669
 EZ1669|---------------------------------------------------------------------|
 EZ1669| PID    Reference Object                     Distance      Geod. Az  |
 EZ1669|                                                           dddmmss.s |
 EZ1669| EZ3881 MCKENZIE 2                          APPROX. 1.0 KM 2500557.3 |
 EZ1669|---------------------------------------------------------------------|
 EZ1669
 EZ1669                          SUPERSEDED SURVEY CONTROL
 EZ1669
 EZ1669  NAD 83(1986)-  35 44 44.09346(N)    079 37 51.11358(W) AD(       ) 2
 EZ1669  NAD 27      -  35 44 43.60569(N)    079 37 52.01915(W) AD(       ) 2
 EZ1669  NGVD 29 (??/??/92)  173.744  (m)          570.03   (f) ADJ UNCH    2 0
 EZ1669
 EZ1669.Superseded values are not recommended for survey control.
 EZ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1669.See file dsdata.txt to determine how the superseded data were derived.
 EZ1669
 EZ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2379656594(NAD 83)
 EZ1669_MARKER: DE = TRAVERSE STATION DISK
 EZ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1669_STAMPING: ALBRIGHT 1971
 EZ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1669+STABILITY: SURFACE MOTION
 EZ1669
 EZ1669  HISTORY     - Date     Condition        Report By
 EZ1669  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1669  HISTORY     - 1971     GOOD             NCGS
 EZ1669  HISTORY     - 1975     GOOD             NCDNR
 EZ1669
 EZ1669                          STATION DESCRIPTION
 EZ1669
 EZ1669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ1669'ALBRIGHT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1669'IN THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ1669'
 EZ1669'ALBRIGHT IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF
 EZ1669'RAMSEUR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64
 EZ1669'AND NC 49 NORTH IN RAMSEUR.  GO EAST ON U.S. 64 FOR 1.05 MILES TO
 EZ1669'STATION ON LEFT (NORTH) SIDE OF U.S. 64.  0.65 MILE WEST OF
 EZ1669'INTERSECTION OF U.S. 64 AND SR 2626.  AND UNDER DOUBLE POWER
 EZ1669'TRANSMISSION LINES CROSSING U.S. 64.
 EZ1669'
 EZ1669'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1669'ALBRIGHT 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1669'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1669'
 EZ1669'MARK IS
 EZ1669'
 EZ1669'49.5 FT WNW OF C/L OF U.S. 64
 EZ1669'
 EZ1669'14.1 FT WSW OF C/L OF DRIVE TO ALBRIGHT RESIDENCE
 EZ1669'
 EZ1669'8.6 FT SW OF TOP OF S END OF FENCE POST
 EZ1669'
 EZ1669'24.2 FT E OF ALUMINUM REF. TAG ON PP 2210
 EZ1669'
 EZ1669'73.7 FT SE OF ALUMINUM REF. TAG ON S POLE OF A DOUBLE POWER
 EZ1669'LINE
 EZ1669'
 EZ1669'78.3 FT SE OF ALUMINUM REF. TAG ON N POLE OF A DOUBLE POWER LINE
 EZ1669
 EZ1669                          STATION RECOVERY (1971)
 EZ1669
 EZ1669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1669'1.6 MI NE FROM RAMSEUR.
 EZ1669'STATION IS ABOUT 1.05 MI. E ALONG U.S. 64 FROM JUNCTION WITH
 EZ1669'NC 49 NORTH, AND 0.65 MI. W OF INTERSECTION OF U.S. 64 AND
 EZ1669'SR 2626, AND UNDER DOUBLE POWER TRANSMISSION LINES CROSSING
 EZ1669'U.S. 64, 49.5 FT WNW OF C/L OF U.S. 64, 14.1 FT WSW OF C/L OF
 EZ1669'DRIVE TO ALBRIGHT RESIDENCE, 8.6 FT SW OF TOP OF S END OF FENCE
 EZ1669'POST, 24.2 FT E OF ALUMINUM REF. TAG ON PP 2210, AND 73.7 FT
 EZ1669'SE OF ALUMINUM REF. TAG ON S POLE OF DOUBLE POWER LINE.  DISK
 EZ1669'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 EZ1669
 EZ1669                          STATION RECOVERY (1975)
 EZ1669
 EZ1669'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (LWA)
 EZ1669'ALBRIGHT 1971 GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3375 ***********************************************************************
 FY3375  DESIGNATION -  ALBRIGHT
 FY3375  PID         -  FY3375
 FY3375  STATE/COUNTY-  NC/ALAMANCE
 FY3375  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY3375
 FY3375                         *CURRENT SURVEY CONTROL
 FY3375  ___________________________________________________________________
 FY3375* NAD 83(2001)-  36 12 35.10884(N)    079 24 16.01532(W)     ADJUSTED  
 FY3375* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 FY3375  ___________________________________________________________________
 FY3375  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FY3375  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FY3375  HORZ ORDER  -  SECOND
 FY3375
 FY3375.The horizontal coordinates were established by classical geodetic methods
 FY3375.and adjusted by the National Geodetic Survey in August 2005.
 FY3375
 FY3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3375
 FY3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3375
 FY3375.The geoid height was determined by GEOID03.
 FY3375
 FY3375;                    North         East     Units Scale Factor Converg.
 FY3375;SPC NC       -   272,948.760   573,231.098   MT  1.00001231   -0 14 00.4
 FY3375;SPC NC       -   895,499.39  1,880,675.69   sFT  1.00001231   -0 14 00.4
 FY3375;UTM  17      - 4,008,393.396   643,427.125   MT  0.99985347   +0 56 33.8
 FY3375
 FY3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3375!SPC NC       -   0.99997255  x   1.00001231  =   0.99998486
 FY3375!UTM  17      -   0.99997255  x   0.99985347  =   0.99982602
 FY3375
 FY3375:                Primary Azimuth Mark                     Grid Az
 FY3375:SPC NC       -  UNION                                    109 25 54.2
 FY3375:UTM  17      -  UNION                                    108 15 20.0
 FY3375
 FY3375|---------------------------------------------------------------------|
 FY3375| PID    Reference Object                     Distance      Geod. Az  |
 FY3375|                                                           dddmmss.s |
 FY3375| FY3393 UNION                               441.694 METERS 1091153.8 |
 FY3375|---------------------------------------------------------------------|
 FY3375
 FY3375                          SUPERSEDED SURVEY CONTROL
 FY3375
 FY3375  NAD 83(1993)-  36 12 35.11109(N)    079 24 16.02169(W) AD(       ) 2
 FY3375  NAD 83(1986)-  36 12 35.11230(N)    079 24 16.02350(W) AD(       ) 2
 FY3375  NAD 27      -  36 12 34.62806(N)    079 24 16.94543(W) AD(       ) 2
 FY3375  NGVD 29 (07/19/86)  205.7    (m)          675.     (f) VERT ANG    3  
 FY3375
 FY3375.Superseded values are not recommended for survey control.
 FY3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3375.See file dsdata.txt to determine how the superseded data were derived.
 FY3375
 FY3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4342708393(NAD 83)
 FY3375_MARKER: DE = TRAVERSE STATION DISK
 FY3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3375_STAMPING: ALBRIGHT 1969
 FY3375_MARK LOGO: NCGS  
 FY3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3375+STABILITY: SURFACE MOTION
 FY3375
 FY3375  HISTORY     - Date     Condition        Report By
 FY3375  HISTORY     - 1969     MONUMENTED       NCGS
 FY3375  HISTORY     - 19910528 GOOD             USPSQD
 FY3375
 FY3375                          STATION DESCRIPTION
 FY3375
 FY3375'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3375'ALBRIGHT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3375'THE VICINITY OF NORTH BURLINGTON, NORTH CAROLINA.
 FY3375'
 FY3375'ALBRIGHT IS LOCATED APPROXIMATELY 8.0 MILES NNE OF BURLINGTON AND
 FY3375'0.2 MILE WEST OF UNION RIDGE.  STATION IS IN THE VICINITY OF UNION
 FY3375'RIDGE, AT INTERSECTION OF SR 1001 AND SR 1002, GO WEST ON SR 1002
 FY3375'FOR 0.2 MILE TO GEORGE G. ALBRIGHTS DRIVE, THEN 0.05 MILE NORTH ON
 FY3375'DRIVE TO STATION ON WEST SIDE OF DRIVE.
 FY3375'
 FY3375'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3375'ALBRIGHT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3375'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY3375'
 FY3375'MARK IS
 FY3375'
 FY3375'121.2 FT S OF PP WITH ALUMINUM REF. TAG
 FY3375'
 FY3375'103.7 FT SW OF LEAD-IN POLE TO HOUSE
 FY3375'
 FY3375'10.1 FT W OF C/L OF MAIN DRIVE
 FY3375'
 FY3375'43.2 FT NW OF INTERSECTION OF TWO DRIVES
 FY3375'
 FY3375'108.4 FT W OF SW CORNER OF HOUSE
 FY3375
 FY3375                          STATION RECOVERY (1991)
 FY3375
 FY3375'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2429 ***********************************************************************
 DD2429  DESIGNATION -  ALBRIGHT NCGS 1970
 DD2429  PID         -  DD2429
 DD2429  STATE/COUNTY-  NC/BRUNSWICK
 DD2429  USGS QUAD   -  SOUTHPORT (1990)
 DD2429
 DD2429                         *CURRENT SURVEY CONTROL
 DD2429  ___________________________________________________________________
 DD2429* NAD 83(2001)-  33 54 43.99577(N)    078 06 41.72927(W)     ADJUSTED  
 DD2429* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 DD2429  ___________________________________________________________________
 DD2429  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 DD2429  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 DD2429  HORZ ORDER  -  SECOND
 DD2429
 DD2429.The horizontal coordinates were established by classical geodetic methods
 DD2429.and adjusted by the National Geodetic Survey in August 2005.
 DD2429
 DD2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2429
 DD2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2429
 DD2429.The geoid height was determined by GEOID03.
 DD2429
 DD2429;                    North         East     Units Scale Factor Converg.
 DD2429;SPC NC       -    18,364.330   691,771.646   MT  1.00014319   +0 30 45.9
 DD2429;SPC NC       -    60,250.31  2,269,587.48   sFT  1.00014319   +0 30 45.9
 DD2429;UTM  17      - 3,756,180.814   767,055.350   MT  1.00047928   +1 36 44.9
 DD2429
 DD2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2429!SPC NC       -   1.00000524  x   1.00014319  =   1.00014843
 DD2429!UTM  17      -   1.00000524  x   1.00047928  =   1.00048453
 DD2429
 DD2429:                Primary Azimuth Mark                     Grid Az
 DD2429:SPC NC       -  RED                                      091 25 01.5
 DD2429:UTM  17      -  RED                                      090 19 02.5
 DD2429
 DD2429|---------------------------------------------------------------------|
 DD2429| PID    Reference Object                     Distance      Geod. Az  |
 DD2429|                                                           dddmmss.s |
 DD2429| DD0112 RED                                 APPROX. 0.5 KM 0915547.4 |
 DD2429| DD0113 HALL                                APPROX. 0.5 KM 2870128.8 |
 DD2429|---------------------------------------------------------------------|
 DD2429
 DD2429                          SUPERSEDED SURVEY CONTROL
 DD2429
 DD2429  NAD 83(1986)-  33 54 44.00531(N)    078 06 41.73963(W) AD(       ) 2
 DD2429  NAD 27      -  33 54 43.37935(N)    078 06 42.76313(W) AD(       ) 2
 DD2429  NGVD 29 (07/19/86)    3.8    (m)           12.     (f) VERT ANG    3  
 DD2429
 DD2429.Superseded values are not recommended for survey control.
 DD2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2429.See file dsdata.txt to determine how the superseded data were derived.
 DD2429
 DD2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6705556181(NAD 83)
 DD2429_MARKER: DE = TRAVERSE STATION DISK
 DD2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2429+STABILITY: SURFACE MOTION
 DD2429
 DD2429  HISTORY     - Date     Condition        Report By
 DD2429  HISTORY     - 1970     MONUMENTED       NCGS
 DD2429  HISTORY     - 1976     POOR             ALSTER
 DD2429  HISTORY     - 20010629 MARK NOT FOUND   USPSQD
 DD2429  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 DD2429  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 DD2429
 DD2429                          STATION DESCRIPTION
 DD2429
 DD2429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 DD2429'ALBRIGHT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 DD2429'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 DD2429'
 DD2429'ALBRIGHT IS LOCATED APPROXIMATELY 0.3 MILE EAST OF CITY HALL IN
 DD2429'LONG BEACH AD 2.2 MIELS WSW OF BRIDGE OVER INTRACOASTAL WATER
 DD2429'WAY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1104 AND
 DD2429'SR 1190 IN THE TOWN OF LONG BEACH, GO WEST ON SR 1190 (OCEAN HIGHWAY)
 DD2429'FOR 0.25 MILE TO INTERSECTION OF SR 1190 (OCEAN HIGHWAY) AND 52ND
 DD2429'STREET EAST.  STATION IS IN THE SOUTHWEST CORNER OF THE
 DD2429'INTERSECTION.
 DD2429'
 DD2429'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 DD2429'ALBRIGHT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 DD2429'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 DD2429'
 DD2429'MARK IS
 DD2429'
 DD2429'36.9 FT S OF C/L OF SR 1190 (OCEAN HIGHWAY)
 DD2429'
 DD2429'20.2 FT W OF C/L OF 52ND STREET E
 DD2429'
 DD2429'8.2 FT NE OF ALUMINUM REF. TAG ON TP W/STREET LAMP
 DD2429'
 DD2429'13.0 FT NNE OF 4X4 WOOD WHITE STREET MARKER POST
 DD2429'
 DD2429'42.5 FT W OF STOP SIGN POST
 DD2429
 DD2429                          STATION RECOVERY (1976)
 DD2429
 DD2429'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 DD2429'FOUND PART OF CONCRETE WITH PIN ONLY.  CAP GONE (NO GOOD)
 DD2429
 DD2429                          STATION RECOVERY (2001)
 DD2429
 DD2429'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD2429'SEARCHED SW QUADRANT OF BEECH STREET AND 52ND STREET WITH MICRONTA
 DD2429'4001 METAL DETECTOR.
 DD2429
 DD2429                          STATION RECOVERY (2004)
 DD2429
 DD2429'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2429'MARK NOT FOUND.
 DD2429
 DD2429                          STATION RECOVERY (2005)
 DD2429
 DD2429'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2629 ***********************************************************************
 EY2629  DESIGNATION -  ALBRITTON
 EY2629  PID         -  EY2629
 EY2629  STATE/COUNTY-  NC/LENOIR
 EY2629  USGS QUAD   -  DEEP RUN (1980)
 EY2629
 EY2629                         *CURRENT SURVEY CONTROL
 EY2629  ___________________________________________________________________
 EY2629* NAD 83(2001)-  35 11 51.89923(N)    077 39 54.36304(W)     ADJUSTED  
 EY2629* NAVD 88     -        25.1    (meters)      82.     (feet)  VERT ANG  
 EY2629  ___________________________________________________________________
 EY2629  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EY2629  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 EY2629  HORZ ORDER  -  SECOND
 EY2629
 EY2629.The horizontal coordinates were established by classical geodetic methods
 EY2629.and adjusted by the National Geodetic Survey in August 2005.
 EY2629
 EY2629.The orthometric height was determined by vertical angle observations.
 EY2629
 EY2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2629
 EY2629.The geoid height was determined by GEOID03.
 EY2629
 EY2629;                    North         East     Units Scale Factor Converg.
 EY2629;SPC NC       -   161,416.008   731,148.723   MT  0.99987303   +0 46 13.7
 EY2629;SPC NC       -   529,579.02  2,398,777.10   sFT  0.99987303   +0 46 13.7
 EY2629;UTM  18      - 3,898,227.204   257,362.068   MT  1.00032562   -1 32 12.9
 EY2629
 EY2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2629!SPC NC       -   1.00000172  x   0.99987303  =   0.99987475
 EY2629!UTM  18      -   1.00000172  x   1.00032562  =   1.00032734
 EY2629
 EY2629                          SUPERSEDED SURVEY CONTROL
 EY2629
 EY2629  NAD 83(1986)-  35 11 51.90633(N)    077 39 54.36753(W) AD(       ) 2
 EY2629  NAD 27      -  35 11 51.31009(N)    077 39 55.46808(W) AD(       ) 2
 EY2629  NGVD 29 (07/19/86)   25.4    (m)           83.     (f) VERT ANG    3  
 EY2629
 EY2629.Superseded values are not recommended for survey control.
 EY2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2629.See file dsdata.txt to determine how the superseded data were derived.
 EY2629
 EY2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5736298227(NAD 83)
 EY2629_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2629_STAMPING: ALBRITTON 1976
 EY2629_MARK LOGO: NCGS  
 EY2629_PROJECTION: FLUSH
 EY2629_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2629+STABILITY: SURFACE MOTION
 EY2629
 EY2629  HISTORY     - Date     Condition        Report By
 EY2629  HISTORY     - 1976     MONUMENTED       NCGS
 EY2629  HISTORY     - 19880101 GOOD             NCGS
 EY2629  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 EY2629
 EY2629                          STATION DESCRIPTION
 EY2629
 EY2629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2629'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTH-NORTHEAST OF DEEP
 EY2629'RUN AND 6.8 MILES SOUTHWEST OF KINSTON.
 EY2629'
 EY2629'TO REACH THE STATION FROM THE Y JUNCTION OF NC 11 WITH NC 55
 EY2629'SOUTHWEST OF KINSTON, PROCEED SOUTHERLY ALONG NC 11 FOR 2.1 MILES TO
 EY2629'STATION ON THE RIGHT, IN WEST QUADRANT OF INTERSECTION WITH SR 1161 AT
 EY2629'ALBRITTON, IN A LARGE TRAFFIC ISLAND NEAR A CITGO SIGN.
 EY2629'
 EY2629'STATION MARK IS A STANDARD DISK STAMPED---ALBRITTON 1976---, SET IN
 EY2629'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2629'MARK IS 47.5 FEET NORTHWEST OF THE CENTERLINE OF NC 11, 128.7 FEET
 EY2629'SOUTHWEST OF THE CENTERLINE OF SR 1161, 9.4 FEET EAST OF THE BASE OF
 EY2629'METAL CITGO SIGN, 4.3 FEET EAST OF RIGHT-OF-WAY MARKER, 36.8 FEET
 EY2629'SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 76.6 FEET EAST OF
 EY2629'SOUTHEAST CORNER OF STORE.
 EY2629
 EY2629                          STATION RECOVERY (1988)
 EY2629
 EY2629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EY2629'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS
 EY2629'FLUSH WITH GROUND AND LEVEL WITH NC 11. LOCATED 52.12 M (171.00 FT)
 EY2629'WEST OF A FIRE HYDRANT, AND 11.4 M (37.4 FT) SOUTHEAST OF POWER POLE
 EY2629'WITH A REFERENCE TAG.
 EY2629
 EY2629                          STATION RECOVERY (1991)
 EY2629
 EY2629'RECOVERY NOTE BY US POWER SQUADRON 1991 (HRB)
 EY2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1706 ***********************************************************************
 FW1706  DESIGNATION -  ALBTUCK
 FW1706  PID         -  FW1706
 FW1706  STATE/COUNTY-  NC/CURRITUCK
 FW1706  USGS QUAD   -  POINT HARBOR (1982)
 FW1706
 FW1706                         *CURRENT SURVEY CONTROL
 FW1706  ___________________________________________________________________
 FW1706* NAD 83(2001)-  36 04 57.51923(N)    075 47 58.30233(W)     ADJUSTED  
 FW1706* NAVD 88     -         4.21   (+/-2cm)      13.8    (feet)  VERTCON   
 FW1706  ___________________________________________________________________
 FW1706  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FW1706  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 FW1706  HORZ ORDER  -  SECOND
 FW1706  VERT ORDER  -  THIRD ? (See Below)
 FW1706
 FW1706.The horizontal coordinates were established by classical geodetic methods
 FW1706.and adjusted by the National Geodetic Survey in August 2005.
 FW1706
 FW1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1706.The vertical order pertains to the NGVD 29 superseded value.
 FW1706
 FW1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1706
 FW1706.The geoid height was determined by GEOID03.
 FW1706
 FW1706;                    North         East     Units Scale Factor Converg.
 FW1706;SPC NC       -   263,416.927   897,809.775   MT  0.99997763   +1 50 50.0
 FW1706;SPC NC       -   864,227.03  2,945,564.24   sFT  0.99997763   +1 50 50.0
 FW1706;UTM  18      - 3,993,410.784   428,014.942   MT  0.99966385   -0 28 15.3
 FW1706
 FW1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1706!SPC NC       -   1.00000545  x   0.99997763  =   0.99998308
 FW1706!UTM  18      -   1.00000545  x   0.99966385  =   0.99966930
 FW1706
 FW1706                          SUPERSEDED SURVEY CONTROL
 FW1706
 FW1706  NAD 83(1993)-  36 04 57.53238(N)    075 47 58.31047(W) AD(       ) 2
 FW1706  NAD 83(1986)-  36 04 57.53647(N)    075 47 58.31460(W) AD(       ) 2
 FW1706  NGVD 29 (11/01/90)    4.49   (m)           14.7    (f) LEVELING    3  
 FW1706
 FW1706.Superseded values are not recommended for survey control.
 FW1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1706.See file dsdata.txt to determine how the superseded data were derived.
 FW1706
 FW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2801593411(NAD 83)
 FW1706_MARKER: DE = TRAVERSE STATION DISK
 FW1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1706_STAMPING: ALBTUCK 1978
 FW1706_MARK LOGO: NCGS  
 FW1706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1706+STABILITY: SURFACE MOTION
 FW1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1706+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 FW1706
 FW1706  HISTORY     - Date     Condition        Report By
 FW1706  HISTORY     - 1978     MONUMENTED       NCGS
 FW1706  HISTORY     - 20040921 SEE DESCRIPTION  NCGS
 FW1706
 FW1706                          STATION DESCRIPTION
 FW1706
 FW1706'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1706'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES NORTHWEST OF POINT
 FW1706'HARBOR AND 1.5 MILES SOUTHEAST OF HARBINGER.
 FW1706'
 FW1706'TO REACH THE STATION FROM THE WEST END OF THE CURRITUCK SOUND AT POINT
 FW1706'HARBOR, PROCEED NORTHWEST ALONG US 158 FOR 0.65 MILES TO STATION ON
 FW1706'RIGHT IN SOUTHWEST SHOULDER OF OLD US 158, APPROXIMATELY 300 FEET
 FW1706'NORTHWEST OF A CROSSOVER FROM US 158 TO OLD US 158, AND APPROXIMATELY
 FW1706'400 FEET SOUTHEAST OF NELSONS RESTAURANT.
 FW1706'
 FW1706'STATION MARK IS A STANDARD DISK STAMPED---ALBTUCK 1978---SET IN TOP OF
 FW1706'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS 95.3
 FW1706'FEET NORTHEAST OF CENTERLINE OF US 158, 15.0 FEET SOUTHWEST OF
 FW1706'CENTERLINE OF OLD US 158, 24.6 FEET NORTHWEST OF THE PROLONGATION OF
 FW1706'THE CENTERLINE OF DRIVE TO BRICK HOUSE, 106.7 FEET WEST OF NORTH BRICK
 FW1706'PILLAR AT DRIVEWAY, 62.4 FEET SOUTH OF POWER POLE 34 WITH REFERENCE
 FW1706'TAG AND 152.8 FEET SOUTHEAST OF WEST POST OF A BARRICADE WITH
 FW1706'REFERENCE TAG.
 FW1706'
 FW1706'J 168 IS A STANDARD CGS BENCH MARK DISK SET IN A CONCRETE POST.  MARK
 FW1706'IS 0.2 MILE NORTHWEST OF STATION, 40.5 FEET SOUTHWEST OF CENTERLINE OF
 FW1706'HIGHWAY, 81 FEET NORTH OF NORTH CORNER OF OLD FRAME HOUSE, 75.5 FEET
 FW1706'WEST OF POWER POLE 345, 2.5 FEET WEST OF TELEPHONE POLE 85 AND 2 FEET
 FW1706'NORTHEAST OF FENCE COR.  MARK PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 FW1706
 FW1706                          STATION RECOVERY (2004)
 FW1706
 FW1706'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1706'FOUND DESTROYED, TOP OF MONUMENT INCLUDING DISK IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3342 ***********************************************************************
 FA3342  DESIGNATION -  ALCO
 FA3342  PID         -  FA3342
 FA3342  STATE/COUNTY-  NC/RUTHERFORD
 FA3342  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA3342
 FA3342                         *CURRENT SURVEY CONTROL
 FA3342  ___________________________________________________________________
 FA3342* NAD 83(2001)-  35 24 30.75296(N)    081 58 10.98461(W)     ADJUSTED  
 FA3342* NAVD 88     -       330.9    (meters)    1086.     (feet)  VERTCON   
 FA3342  ___________________________________________________________________
 FA3342  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FA3342  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FA3342  HORZ ORDER  -  SECOND
 FA3342
 FA3342.The horizontal coordinates were established by classical geodetic methods
 FA3342.and adjusted by the National Geodetic Survey in August 2005.
 FA3342
 FA3342.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3342
 FA3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3342
 FA3342.The geoid height was determined by GEOID03.
 FA3342
 FA3342;                    North         East     Units Scale Factor Converg.
 FA3342;SPC NC       -   188,016.434   339,929.035   MT  0.99987632   -1 42 50.5
 FA3342;SPC NC       -   616,850.58  1,115,250.51   sFT  0.99987632   -1 42 50.5
 FA3342;UTM  17      - 3,918,782.137   411,952.303   MT  0.99969553   -0 33 42.8
 FA3342
 FA3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3342!SPC NC       -   0.99995308  x   0.99987632  =   0.99982940
 FA3342!UTM  17      -   0.99995308  x   0.99969553  =   0.99964862
 FA3342
 FA3342:                Primary Azimuth Mark                     Grid Az
 FA3342:SPC NC       -  RON                                      154 05 42.6
 FA3342:UTM  17      -  RON                                      152 56 34.9
 FA3342
 FA3342|---------------------------------------------------------------------|
 FA3342| PID    Reference Object                     Distance      Geod. Az  |
 FA3342|                                                           dddmmss.s |
 FA3342| FA3340 RON                                 APPROX. 1.0 KM 1522252.1 |
 FA3342|---------------------------------------------------------------------|
 FA3342
 FA3342                          SUPERSEDED SURVEY CONTROL
 FA3342
 FA3342  NAD 83(1986)-  35 24 30.76528(N)    081 58 10.98957(W) AD(       ) 2
 FA3342  NAD 27      -  35 24 30.31075(N)    081 58 11.62159(W) AD(       ) 2
 FA3342  NGVD 29 (07/19/86)  331.1    (m)         1086.     (f) VERT ANG    3  
 FA3342
 FA3342.Superseded values are not recommended for survey control.
 FA3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3342.See file dsdata.txt to determine how the superseded data were derived.
 FA3342
 FA3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1195218782(NAD 83)
 FA3342_MARKER: DE = TRAVERSE STATION DISK
 FA3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3342_STAMPING: ALCO 1972
 FA3342_MARK LOGO: NCGS  
 FA3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3342+STABILITY: SURFACE MOTION
 FA3342
 FA3342  HISTORY     - Date     Condition        Report By
 FA3342  HISTORY     - 1972     MONUMENTED       NCGS
 FA3342  HISTORY     - 19830101 GOOD             NCGS
 FA3342  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3342  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 FA3342
 FA3342                          STATION DESCRIPTION
 FA3342
 FA3342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3342'ALCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA3342'VICINITY OF RUTHERFORDTON AND GILKEY, NORTH CAROLINA.
 FA3342'
 FA3342'ALCO IS LOCATED APPROXIMATELY 2.7 MILES NORTH OF RUTHERFORDTON AND
 FA3342'2.7 MILES SOUTH OF GILKEY.  TO REACH STATION FROM US 64 AND US 74
 FA3342'BYPASS BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH
 FA3342'ALONG US 221 FOR 1.95 MILES TO STATION ON LEFT, 0.05 MILE NORTH OF
 FA3342'INTERSECTION WITH SR 1367 AND SR 1526, AND APPROXIMATELY 100
 FA3342'FEET SOUTHWEST OF SOUTHEAST CORNER OF ALCO SERVICE STATION.
 FA3342'
 FA3342'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED ALCO
 FA3342'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 FA3342'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3342'
 FA3342'MARK IS
 FA3342'32.0 FEET WSW OF C/L OF US 221.
 FA3342'81.4 FEET SE OF S END OF GAS PUMP ISLAND.
 FA3342'82.5 FEET ESE OF LAMP POLE ON S SIDE OF GAS STATION WITH ALUMINUM
 FA3342'REF. TAG.
 FA3342'28.3 FEET ENE OF SW CORNER FENCE POST.
 FA3342'30.2 FEET N OF EASTERNMOST OF POLES SUPPORTING SIGN WITH
 FA3342'ALUMINUM REF. TAG.
 FA3342
 FA3342                          STATION RECOVERY (1983)
 FA3342
 FA3342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA3342'RECOVERED AS DESCRIBED.
 FA3342
 FA3342                          STATION RECOVERY (2001)
 FA3342
 FA3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA3342
 FA3342                          STATION RECOVERY (2005)
 FA3342
 FA3342'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FA3342'ADDITIONAL INFORMATION
 FA3342'MEASUREMENTS PUT STATION UNDER PAVEMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1126 ***********************************************************************
 FA1126  DESIGNATION -  ALCOA
 FA1126  PID         -  FA1126
 FA1126  STATE/COUNTY-  NC/STANLY
 FA1126  USGS QUAD   -  BADIN (1994)
 FA1126
 FA1126                         *CURRENT SURVEY CONTROL
 FA1126  ___________________________________________________________________
 FA1126* NAD 83(2001)-  35 24 22.68764(N)    080 06 57.93395(W)     ADJUSTED  
 FA1126* NAVD 88     -       156.610  (meters)     513.81   (feet)  ADJUSTED  
 FA1126  ___________________________________________________________________
 FA1126  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FA1126  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA1126  DYNAMIC HT  -         156.473 (meters)     513.36  (feet)  COMP
 FA1126  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 FA1126
 FA1126  HORZ ORDER  -  SECOND
 FA1126  VERT ORDER  -  SECOND    CLASS II
 FA1126
 FA1126.The horizontal coordinates were established by classical geodetic methods
 FA1126.and adjusted by the National Geodetic Survey in August 2005.
 FA1126
 FA1126.The orthometric height was determined by differential leveling
 FA1126.and adjusted in June 1991.
 FA1126
 FA1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1126
 FA1126.The geoid height was determined by GEOID03.
 FA1126
 FA1126.The dynamic height is computed by dividing the NAVD 88
 FA1126.geopotential number by the normal gravity value computed on the
 FA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1126.degrees latitude (g = 980.6199 gals.).
 FA1126
 FA1126.The modeled gravity was interpolated from observed gravity values.
 FA1126
 FA1126;                    North         East     Units Scale Factor Converg.
 FA1126;SPC NC       -   184,303.738   508,236.029   MT  0.99987622   -0 38 39.0
 FA1126;SPC NC       -   604,669.85  1,667,437.71   sFT  0.99987622   -0 38 39.0
 FA1126;UTM  17      - 3,918,460.630   580,258.329   MT  0.99967938   +0 30 43.7
 FA1126
 FA1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1126!SPC NC       -   0.99998018  x   0.99987622  =   0.99985640
 FA1126!UTM  17      -   0.99998018  x   0.99967938  =   0.99965957
 FA1126
 FA1126:                Primary Azimuth Mark                     Grid Az
 FA1126:SPC NC       -  LAKE                                     013 01 31.5
 FA1126:UTM  17      -  LAKE                                     011 52 08.8
 FA1126
 FA1126|---------------------------------------------------------------------|
 FA1126| PID    Reference Object                     Distance      Geod. Az  |
 FA1126|                                                           dddmmss.s |
 FA1126| FA1125 LAKE                                APPROX. 0.6 KM 0122252.5 |
 FA1126| FA1871 BADIN S ALCOA WT                    414.741 METERS 2262936.0 |
 FA1126| FA1872 BADIN N ALCOA WT                    434.360 METERS 3090952.3 |
 FA1126|---------------------------------------------------------------------|
 FA1126
 FA1126                          SUPERSEDED SURVEY CONTROL
 FA1126
 FA1126  NAD 83(1986)-  35 24 22.69597(N)    080 06 57.94099(W) AD(       ) 2
 FA1126  NAD 27      -  35 24 22.18618(N)    080 06 58.74942(W) AD(       ) 2
 FA1126  NGVD 29 (??/??/92)  156.874  (m)          514.68   (f) ADJ UNCH    2 2
 FA1126
 FA1126.Superseded values are not recommended for survey control.
 FA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1126.See file dsdata.txt to determine how the superseded data were derived.
 FA1126
 FA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8025818461(NAD 83)
 FA1126_MARKER: DD = SURVEY DISK
 FA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1126_STAMPING: ALCOA 1974
 FA1126
 FA1126  HISTORY     - Date     Condition        Report By
 FA1126  HISTORY     - UNK      MONUMENTED
 FA1126  HISTORY     - 1974     GOOD             NCGS
 FA1126
 FA1126                          STATION DESCRIPTION
 FA1126
 FA1126'DESCRIBED UNK
 FA1126'IN BADIN.
 FA1126'ALCOA IS LOCATED 6.0 MILES NE OF ALBEMARLE.  TO REACH STATION FROM THE
 FA1126'INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER OF BADIN, PROCEED
 FA1126'NORTH ALONG NC 740 FOR 0.05 MILE TO STATION ON THE RIGHT,
 FA1126'APPROXIMATELY 50 FEET NE OF THE NW CORNER OF A LARGE BRICK BUILDING.
 FA1126'31.6 FT. SE OF C/L OF NC 740, 46.9 FT. NE OF NW CORNER OF BRICK
 FA1126'BUILDING,7.1 FT. NNE OF USGS BM WDL 7 1955 IN NORTH END OF CONCRETE
 FA1126'HEADWALL 14.9 FT. NE OF CENTER OF METAL DRAINAGE COVER, 65.8 FT. EAST
 FA1126'OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG, AND 104.5 FT. SSW OF 18
 FA1126'IN. GUM WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 FA1126'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FA1126
 FA1126                          STATION RECOVERY (1974)
 FA1126
 FA1126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1126'ALCOA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1126'THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1126'
 FA1126'ALCOA IS LOCATED IN BADIN, AND 6.0 MILES NE OF ALBEMARLE.  TO REACH
 FA1126'STATION FROM THE INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER
 FA1126'OF BADIN, PROCEED NORTH ALONG NC 740 FOR 0.05 MILE TO STATION ON
 FA1126'THE RIGHT, APPROXIMATELY 50 FEET NE OF THE NW CORNER OF A LARGE
 FA1126'BRICK BUILDING.
 FA1126'
 FA1126'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1126'ALCOA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1126'IS FLUSH WITH THE GROUND.
 FA1126'
 FA1126'MARK IS 31.6 FT SE OF C/L OF NC 740
 FA1126'
 FA1126'46.9 FT NE OF NW CORNER OF BRICK BUILDING
 FA1126'
 FA1126'7.1 FT NNE OF USGS BM WDL 7 1955 IN NORTH END OF CONCRETE HEADWALL
 FA1126'
 FA1126'14.9 FT NE OF CENTER OF METAL DRAINAGE COVER
 FA1126'
 FA1126'65.8 FT E OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA1126'
 FA1126'104.5 FT SSW OF 18 IN GUM WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0997 ***********************************************************************
 EZ0997  DESIGNATION -  ALCOHOL
 EZ0997  PID         -  EZ0997
 EZ0997  STATE/COUNTY-  NC/WAKE
 EZ0997  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0997
 EZ0997                         *CURRENT SURVEY CONTROL
 EZ0997  ___________________________________________________________________
 EZ0997* NAD 83(2001)-  35 45 32.33115(N)    078 38 23.08642(W)     ADJUSTED  
 EZ0997* NAVD 88     -        71.088  (meters)     233.23   (feet)  ADJUSTED  
 EZ0997  ___________________________________________________________________
 EZ0997  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 EZ0997  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 EZ0997  DYNAMIC HT  -          71.026 (meters)     233.02  (feet)  COMP
 EZ0997  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 EZ0997
 EZ0997  HORZ ORDER  -  SECOND
 EZ0997  VERT ORDER  -  SECOND    CLASS 0
 EZ0997
 EZ0997.The horizontal coordinates were established by classical geodetic methods
 EZ0997.and adjusted by the National Geodetic Survey in August 2005.
 EZ0997
 EZ0997.The orthometric height was determined by differential leveling
 EZ0997.and adjusted in June 1991.
 EZ0997
 EZ0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0997
 EZ0997.The geoid height was determined by GEOID03.
 EZ0997
 EZ0997.The dynamic height is computed by dividing the NAVD 88
 EZ0997.geopotential number by the normal gravity value computed on the
 EZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0997.degrees latitude (g = 980.6199 gals.).
 EZ0997
 EZ0997.The modeled gravity was interpolated from observed gravity values.
 EZ0997
 EZ0997;                    North         East     Units Scale Factor Converg.
 EZ0997;SPC NC       -   222,918.908   642,178.628   MT  0.99991168   +0 12 28.5
 EZ0997;SPC NC       -   731,359.78  2,106,881.05   sFT  0.99991168   +0 12 28.5
 EZ0997;UTM  17      - 3,959,785.743   713,388.754   MT  1.00016114   +1 22 47.3
 EZ0997
 EZ0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0997!SPC NC       -   0.99999402  x   0.99991168  =   0.99990570
 EZ0997!UTM  17      -   0.99999402  x   1.00016114  =   1.00015515
 EZ0997
 EZ0997                          SUPERSEDED SURVEY CONTROL
 EZ0997
 EZ0997  NAD 83(1986)-  35 45 32.33470(N)    078 38 23.09527(W) AD(       ) 2
 EZ0997  NAD 27      -  35 45 31.78820(N)    078 38 24.08698(W) AD(       ) 2
 EZ0997  NGVD 29 (??/??/92)   71.361  (m)          234.12   (f) ADJ UNCH    2 0
 EZ0997
 EZ0997.Superseded values are not recommended for survey control.
 EZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0997.See file dsdata.txt to determine how the superseded data were derived.
 EZ0997
 EZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1338959786(NAD 83)
 EZ0997_MARKER: DE = TRAVERSE STATION DISK
 EZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0997_STAMPING: ALCOHOL 1967
 EZ0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0997+STABILITY: SURFACE MOTION
 EZ0997
 EZ0997  HISTORY     - Date     Condition        Report By
 EZ0997  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0997  HISTORY     - 1973     GOOD             NCGS
 EZ0997  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EZ0997  HISTORY     - 1984     MARK NOT FOUND   NCGS
 EZ0997  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EZ0997  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 EZ0997  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 EZ0997  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 EZ0997
 EZ0997                          STATION DESCRIPTION
 EZ0997
 EZ0997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0997'ALCOHOL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0997'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0997'
 EZ0997'ALCOHOL IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF RALEIGH
 EZ0997'CAPITOL SQUARE.  TO REACH STATION PROCEED FROM CAPITOL SQUARE
 EZ0997'SOUTH ON S. SALISBURY ST. FOR 0.7 MILE BEARING LEFT ONTO
 EZ0997'S. WILMINGTON ST., CONTINUE SOUTH ON S. WILMINGTON ST. FOR
 EZ0997'0.8 MILE TO STATION ON THE EAST SIDE OF N. BOUND LANE.  ON
 EZ0997'SOUTH SIDE OF CITY FARM RD., AND APPROXIMATELY 300 FT SOUTH
 EZ0997'OF THE WHOLESALE MOBILE HOME.
 EZ0997'
 EZ0997'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0997'ALCOHOL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ0997'TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ0997'
 EZ0997'MARK IS
 EZ0997'
 EZ0997'60.3 FT SSW OF STOP SIGN ON N. SIDE OF CITY FARM RD.
 EZ0997'
 EZ0997'29.0 FT SSW OF C/L OF CITY FARM ROAD
 EZ0997'
 EZ0997'58.3 FT SW OF CITY FARM ROAD STREET MARKER
 EZ0997'
 EZ0997'32.1 FT E OF C/L OF N. BOUND LANE OF S. WILMINGTON ST.
 EZ0997'
 EZ0997'65.7 FT NW OF 10 INCH WILLOW TREE WITH ALUMINUM REF. TAG
 EZ0997'
 EZ0997'24.4 FT W OF COMMERCIAL BONDED WAREHOUSE SIGN
 EZ0997
 EZ0997                          STATION RECOVERY (1973)
 EZ0997
 EZ0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0997'1.5 MI S FROM RALEIGH.
 EZ0997'STATION IS LOCATED IN THE SE QUADRANT OF INTERSECTION OF SOUTH
 EZ0997'WILMINGTON STREET (U.S. 70-401 AND NC 50) AND CITY FARM ROAD,
 EZ0997'0.5 MILES SOUTH OF SOUTH WILMINGTON STREET BRIDGE OVER SOUTHERN
 EZ0997'R/R, AND ABOUT 0.15 MILES NORTH OF WALNUT CREEK, 32.1 FT E OF
 EZ0997'C/L OF N BOUND LANE OF SOUTH WILMINGTON STREET, 29.0 FT SSW OF C/L
 EZ0997'OF CITY FARM ROAD, 58.3 FT SW OF CITY FARM ROAD STREET MARKER,
 EZ0997'24.4 FT W OF A 4 X 4 SIGN POST, 63.0 FT SSW OF A STOP SIGN ON
 EZ0997'NORTH SIDE OF CITY FARM ROAD, AND 65.7 FT NW OF 10 IN WILL
 EZ0997'W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER 1 INCH
 EZ0997'ABOVE THE SURFACE OF THE GROUND.
 EZ0997
 EZ0997                          STATION RECOVERY (1984)
 EZ0997
 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ0997'STATION FOUND DESTROYED.
 EZ0997'
 EZ0997'THE DESCRIPTION SHOULD READ--APPROX 300 FEET SOUTH OF RALEIGH CITY
 EZ0997'TRAFFIC ENGINEERING FIELD SERVICES BLDG.  REF. POINTS ONE, FIVE AND
 EZ0997'SIX ARE NO LONGER VALID.  THE S. WILMINGTON ST. AND CITY FARM RD
 EZ0997'INTERSECTION HAS BEEN WIDENED CONSIDERABLY.  THE REFERENCES TO THE
 EZ0997'C/L OF CITY FARM RD. AND THE STREET MARKER ARE QUESTIONABLE BECAUSE
 EZ0997'BOTH WERE MOVED DURING CONSTRUCTION.  HOWEVER USING THE REMAINING
 EZ0997'POINTS TO LOCATE THE MARKER SITE, THE AREA WHERE THE MARK SHOULD
 EZ0997'HAVE BEEN WAS PAVED WITH ASPHALTIC CONCRETE DURING THE WIDENING OF
 EZ0997'THE INTERSECTION.
 EZ0997
 EZ0997                          STATION RECOVERY (1984)
 EZ0997
 EZ0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0997'THE STATION NOT RECOVERED AT THIS DATE.
 EZ0997'IF STATION STILL EXISTS, IT IS UNDER ASPHALT DUE TO WIDING OF ROAD.
 EZ0997'
 EZ0997'NCGS
 EZ0997
 EZ0997                          STATION RECOVERY (1984)
 EZ0997
 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ0997'MARK NOT FOUND.
 EZ0997
 EZ0997                          STATION RECOVERY (2004)
 EZ0997
 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ0997'MARK NOT FOUND.
 EZ0997
 EZ0997                          STATION RECOVERY (2004)
 EZ0997
 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ0997'MARK NOT FOUND.
 EZ0997
 EZ0997                          STATION RECOVERY (2005)
 EZ0997
 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7299 ***********************************************************************
 AE7299  DESIGNATION -  ALCOHOL
 AE7299  PID         -  AE7299
 AE7299  STATE/COUNTY-  NC/DURHAM
 AE7299  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 AE7299
 AE7299                         *CURRENT SURVEY CONTROL
 AE7299  ___________________________________________________________________
 AE7299* NAD 83(2001)-  35 56 57.41714(N)    078 50 16.19669(W)     ADJUSTED  
 AE7299* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 AE7299  ___________________________________________________________________
 AE7299  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 AE7299  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AE7299  HORZ ORDER  -  SECOND
 AE7299
 AE7299.The horizontal coordinates were established by classical geodetic methods
 AE7299.and adjusted by the National Geodetic Survey in August 2005.
 AE7299
 AE7299.The orthometric height was scaled from a topographic map.
 AE7299
 AE7299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7299
 AE7299.The geoid height was determined by GEOID03.
 AE7299
 AE7299;                    North         East     Units Scale Factor Converg.
 AE7299;SPC NC       -   243,985.398   624,231.416   MT  0.99994658   +0 05 37.0
 AE7299;SPC NC       -   800,475.43  2,047,999.24   sFT  0.99994658   +0 05 37.0
 AE7299;UTM  17      - 3,980,483.913   695,010.231   MT  1.00006861   +1 16 11.1
 AE7299
 AE7299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7299!SPC NC       -   0.99998456  x   0.99994658  =   0.99993114
 AE7299!UTM  17      -   0.99998456  x   1.00006861  =   1.00005317
 AE7299
 AE7299                          SUPERSEDED SURVEY CONTROL
 AE7299
 AE7299  NAD 83(1986)-  35 56 57.42347(N)    078 50 16.20271(W) AD(       ) 2
 AE7299
 AE7299.Superseded values are not recommended for survey control.
 AE7299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7299.See file dsdata.txt to determine how the superseded data were derived.
 AE7299
 AE7299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9501080484(NAD 83)
 AE7299_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7299_STAMPING: ALCOHOL 1986
 AE7299_MARK LOGO: NCGS  
 AE7299_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7299+STABILITY: SURFACE MOTION
 AE7299
 AE7299  HISTORY     - Date     Condition        Report By
 AE7299  HISTORY     - 1986     MONUMENTED       NCGS
 AE7299  HISTORY     - 20060521 MARK NOT FOUND   GEOCAC
 AE7299
 AE7299                          STATION DESCRIPTION
 AE7299
 AE7299'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7299'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) SOUTHEAST OF DURHAM IN
 AE7299'BETHESDA COMMUNITY. AT THE INTERSECTION OF US 70 WITH SR 1917 (MINERAL
 AE7299'SPRINGS ROAD) AND SR 1959 (MIAMI BOULEVARD), ON THE NORTHWEST SIDE OF
 AE7299'THE CROSSROADS, IN THE NORTHERN END OF A TRIANGULAR-SHAPED GRASS
 AE7299'TRAFFIC ISLAND, BETWEEN THE EAST BOUND LANES AND AN ACCESS ROAD TO OLD
 AE7299'RALEIGH ROAD. MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH
 AE7299'EAST BOUND LANE. LOCATED 6.8 M (22.3 FT) WEST-SOUTHWEST OF THE
 AE7299'CENTERLINE OF THE EAST BOUND LANES, 22.9 M (75.1 FT) NORTHWEST OF THE
 AE7299'CETNERLINE OF THE CROSSROADS, 1.8 M (5.9 FT) SOUTH OF THE NORTH CORNER
 AE7299'OF A TRAFFIC ISLAND, 37.6 M (123.4 FT) NORTH OF THE SOUTH CORNER OF
 AE7299'THE TRAFFIC ISLAND, 31.3 M (102.7 FT) EAST-NORTHEAST OF THE NORTHEAST
 AE7299'CORNER OF AN ABC STORE--AND 16.8 M (55.1 FT) EAST-SOUTHEAST OF A POWER
 AE7299'POLE, 12.7 M (41.7 FT) NORTHEAST OF A BRACE POLE--BOTH WITH REFERENCE
 AE7299'TAGS.
 AE7299
 AE7299                          STATION RECOVERY (2006)
 AE7299
 AE7299'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AE7299'INTERSECTION HAS BEEN REALIGNED. STATION IS UNDER CEMENT TRAFFIC
 AE7299'ISLAND.
 AE7299' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2315 ***********************************************************************
 AI2315  DESIGNATION -  ALCORN
 AI2315  PID         -  AI2315
 AI2315  STATE/COUNTY-  NC/GUILFORD
 AI2315  USGS QUAD   -  SUMMERFIELD (1994)
 AI2315
 AI2315                         *CURRENT SURVEY CONTROL
 AI2315  ___________________________________________________________________
 AI2315* NAD 83(2007)-  36 08 32.75748(N)    079 56 30.78831(W)     ADJUSTED  
 AI2315* NAVD 88     -       279.3    (meters)     916.     (feet)  GPS OBS   
 AI2315  ___________________________________________________________________
 AI2315  EPOCH DATE  -        2002.00
 AI2315  X           -     900,635.743 (meters)                     COMP
 AI2315  Y           -  -5,077,637.471 (meters)                     COMP
 AI2315  Z           -   3,741,112.072 (meters)                     COMP
 AI2315  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 AI2315  ELLIP HEIGHT-         247.461 (meters)          (02/10/07) ADJUSTED
 AI2315  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AI2315
 AI2315  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2315  Type    PID    Designation                      North   East  Ellip
 AI2315  -------------------------------------------------------------------
 AI2315  NETWORK AI2315 ALCORN                            0.39   0.43   0.73
 AI2315  -------------------------------------------------------------------
 AI2315
 AI2315.The horizontal coordinates were established by GPS observations
 AI2315.and adjusted by the National Geodetic Survey in February 2007.
 AI2315
 AI2315.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2315.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2315.The horizontal coordinates are valid at the epoch date displayed above.
 AI2315.The epoch date for horizontal control is a decimal equivalence
 AI2315.of Year/Month/Day.
 AI2315
 AI2315.The orthometric height was determined by GPS observations and a
 AI2315.high-resolution geoid model.
 AI2315
 AI2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2315
 AI2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2315
 AI2315.The ellipsoidal height was determined by GPS observations
 AI2315.and is referenced to NAD 83.
 AI2315
 AI2315.The geoid height was determined by GEOID03.
 AI2315
 AI2315;                    North         East     Units Scale Factor Converg.
 AI2315;SPC NC       -   265,806.841   524,832.147   MT  0.99999333   -0 32 37.1
 AI2315;SPC NC       -   872,067.94  1,721,886.80   sFT  0.99999333   -0 32 37.1
 AI2315;UTM  17      - 4,000,264.973   595,195.213   MT  0.99971166   +0 37 26.8
 AI2315
 AI2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2315!SPC NC       -   0.99996116  x   0.99999333  =   0.99995449
 AI2315!UTM  17      -   0.99996116  x   0.99971166  =   0.99967283
 AI2315
 AI2315:                Primary Azimuth Mark                     Grid Az
 AI2315:SPC NC       -  PRENTISS                                 201 04 07.6
 AI2315:UTM  17      -  PRENTISS                                 199 54 03.7
 AI2315
 AI2315|---------------------------------------------------------------------|
 AI2315| PID    Reference Object                     Distance      Geod. Az  |
 AI2315|                                                           dddmmss.s |
 AI2315| AI2314 PRENTISS                            APPROX. 0.5 KM 2003130.5 |
 AI2315|---------------------------------------------------------------------|
 AI2315
 AI2315                          SUPERSEDED SURVEY CONTROL
 AI2315
 AI2315  NAD 83(2001)-  36 08 32.75778(N)    079 56 30.78811(W) AD(       ) 1
 AI2315  ELLIP H (03/13/03)  247.459  (m)                       GP(       ) 4 2
 AI2315  NAD 83(1986)-  36 08 32.76384(N)    079 56 30.79635(W) AD(       ) 1
 AI2315
 AI2315.Superseded values are not recommended for survey control.
 AI2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2315.See file dsdata.txt to determine how the superseded data were derived.
 AI2315
 AI2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9519500265(NAD 83)
 AI2315_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2315_STAMPING: ALCORN 1991
 AI2315_MARK LOGO: NCGS  
 AI2315_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2315+STABILITY: SURFACE MOTION
 AI2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2315+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2315
 AI2315  HISTORY     - Date     Condition        Report By
 AI2315  HISTORY     - 1991     MONUMENTED       NCGS
 AI2315
 AI2315                          STATION DESCRIPTION
 AI2315
 AI2315'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2315'STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF
 AI2315'GREENSBORO, AND 3.4 MI (5.5 KM) SOUTHEAST OF OAK RIDGE. ALONG SR 2133
 AI2315'(PLEASANT RIDGE RD) FOR 1.8 MI (2.9 KM) NORTHEAST FROM NC 68, TO SR
 AI2315'2269 (ALCORN RD), IN THE--Y--OF THE JUNCTION, AND WEST SHOULDER OF
 AI2315'PLEASANT RIDGE ROAD. MARK IS RECESSED 1 INCH BELOW GROUND AND IS ABOUT
 AI2315'LEVEL WITH THE ROAD. LOCATED 12.3 FT (3.7 M) WEST-NORTHWEST OF THE
 AI2315'CENTERLINE OF SR 2133, 77.2 FT (23.5 M) EAST OF THE CENTERLINE OF SR
 AI2315'2269, 182.0 FT (55.5 M) SOUTHWEST OF THE CENTERLINE OF T-INTERSECTION
 AI2315'WITH RIDGE HAVEN ROAD, 73.0 FT (22.3 M) NORTH-NORTHEAST OF THE
 AI2315'EAST-MOST CORNER OF A TRIANGULAR ASPHALT TRAFFIC ISLAND--AND 76.0 FT
 AI2315'(23.2 M) WEST-SOUTHWEST OF A 16-INCH PINE, 36.5 FT (11.1 M) EAST OF A
 AI2315'POWER POLE WITH TRANSFORMER--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4659 ***********************************************************************
 EZ4659  DESIGNATION -  ALDIS
 EZ4659  PID         -  EZ4659
 EZ4659  STATE/COUNTY-  NC/JOHNSTON
 EZ4659  USGS QUAD   -  BENSON (1973)
 EZ4659
 EZ4659                         *CURRENT SURVEY CONTROL
 EZ4659  ___________________________________________________________________
 EZ4659* NAD 83(2001)-  35 26 57.54763(N)    078 33 26.56386(W)     ADJUSTED  
 EZ4659* NAVD 88     -        83.9    (meters)     275.     (feet)  VERT ANG  
 EZ4659  ___________________________________________________________________
 EZ4659  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 EZ4659  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EZ4659  HORZ ORDER  -  SECOND
 EZ4659
 EZ4659.The horizontal coordinates were established by classical geodetic methods
 EZ4659.and adjusted by the National Geodetic Survey in August 2005.
 EZ4659
 EZ4659.The orthometric height was determined by vertical angle observations.
 EZ4659
 EZ4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4659
 EZ4659.The geoid height was determined by GEOID03.
 EZ4659
 EZ4659;                    North         East     Units Scale Factor Converg.
 EZ4659;SPC NC       -   188,595.529   649,780.162   MT  0.99987851   +0 15 19.7
 EZ4659;SPC NC       -   618,750.50  2,131,820.41   sFT  0.99987851   +0 15 19.7
 EZ4659;UTM  17      - 3,925,614.357   721,690.109   MT  1.00020569   +1 25 02.1
 EZ4659
 EZ4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4659!SPC NC       -   0.99999212  x   0.99987851  =   0.99987063
 EZ4659!UTM  17      -   0.99999212  x   1.00020569  =   1.00019781
 EZ4659
 EZ4659:                Primary Azimuth Mark                     Grid Az
 EZ4659:SPC NC       -  MACKS RESET                              216 36 21.4
 EZ4659:UTM  17      -  MACKS RESET                              215 26 39.0
 EZ4659
 EZ4659|---------------------------------------------------------------------|
 EZ4659| PID    Reference Object                     Distance      Geod. Az  |
 EZ4659|                                                           dddmmss.s |
 EZ4659| EZ4654 MACKS RESET                         APPROX. 0.6 KM 2165141.1 |
 EZ4659|---------------------------------------------------------------------|
 EZ4659
 EZ4659                          SUPERSEDED SURVEY CONTROL
 EZ4659
 EZ4659  NAD 83(1986)-  35 26 57.55313(N)    078 33 26.57380(W) AD(       ) 2
 EZ4659  NAD 27      -  35 26 56.96698(N)    078 33 27.53575(W) AD(       ) 2
 EZ4659  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG    3  
 EZ4659
 EZ4659.Superseded values are not recommended for survey control.
 EZ4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4659.See file dsdata.txt to determine how the superseded data were derived.
 EZ4659
 EZ4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2169025614(NAD 83)
 EZ4659_MARKER: DE = TRAVERSE STATION DISK
 EZ4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4659_STAMPING: ALDIS 1972
 EZ4659_MARK LOGO: NCGS  
 EZ4659_PROJECTION: FLUSH
 EZ4659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4659+STABILITY: SURFACE MOTION
 EZ4659
 EZ4659  HISTORY     - Date     Condition        Report By
 EZ4659  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4659  HISTORY     - 19920712 GOOD             NCGS
 EZ4659
 EZ4659                          STATION DESCRIPTION
 EZ4659
 EZ4659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4659'ALDIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4659'VICINITY OF BENSON, NORTH CAROLINA.
 EZ4659'
 EZ4659'ALDIS IS LOCATED APPROXIMATELY 4.7 MILES NORTH OF BENSON AND 6.9
 EZ4659'MILES NORTHEAST OF COATS.  TO REACH STATION FROM INTERSECTION OF NC
 EZ4659'50 AND NC 27 IN NW BENSON, PROCEED NORTH ALONG NC 50 FOR 4.35 MILES
 EZ4659'TO INTERSECTION WITH SR 1308 (MACKS CROSSROADS), THENCE EAST
 EZ4659'ALONG SR 1308 FOR 0.1 MILE TO DRIVEWAY NORTH, THENCE NORTH
 EZ4659'ALONG DRIVEWAY FOR 0.15 MILE (PAST BRICK HOME ON LEFT) TO WHITE
 EZ4659'FRAME DWELLING AND STATION IN BETWEEN DRIVEWAY LEADING TO FRAME
 EZ4659'DWELLING AND LOWER LANE LEADING TO TOBACCO BARNS, APPROXIMATELY 150
 EZ4659'FEET NORTHEAST OF BRICK HOME AND APPROXIMATELY 100 FEET WEST OF
 EZ4659'FRAME DWELLING.
 EZ4659'
 EZ4659'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4659'ALDIS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4659'IS FLUSH WITH THE GROUND.
 EZ4659'
 EZ4659'MARK IS--32.6 FEET NW OF 30 INCH OAK WITH ALUMINUM REF. TAG.
 EZ4659'46.3 FEET SW OF NW CORNER OF SMALLER HOUSE (SINGLE QUARTERS).
 EZ4659'48.2 FEET SSW OF 36 INCH OAK WITH ALUMINUM REF. TAG.
 EZ4659'55.7 FEET NNE OF TP NO. 1 WITH ALUMINUM REF. TAG.
 EZ4659
 EZ4659                          STATION RECOVERY (1992)
 EZ4659
 EZ4659'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 EZ4659'RECOVERED AS DESCRIBED. MARK IS RECESSED 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2267 ***********************************************************************
 EZ2267  DESIGNATION -  ALDRICH
 EZ2267  PID         -  EZ2267
 EZ2267  STATE/COUNTY-  NC/RANDOLPH
 EZ2267  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ2267
 EZ2267                         *CURRENT SURVEY CONTROL
 EZ2267  ___________________________________________________________________
 EZ2267* NAD 83(2001)-  35 53 45.24650(N)    079 56 29.29003(W)     ADJUSTED  
 EZ2267* NAVD 88     -       236.313  (meters)     775.30   (feet)  ADJUSTED  
 EZ2267  ___________________________________________________________________
 EZ2267  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 EZ2267  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EZ2267  DYNAMIC HT  -         236.113 (meters)     774.65  (feet)  COMP
 EZ2267  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 EZ2267
 EZ2267  HORZ ORDER  -  SECOND
 EZ2267  VERT ORDER  -  SECOND    CLASS I
 EZ2267
 EZ2267.The horizontal coordinates were established by classical geodetic methods
 EZ2267.and adjusted by the National Geodetic Survey in August 2005.
 EZ2267
 EZ2267.The orthometric height was determined by differential leveling
 EZ2267.and adjusted in June 1991.
 EZ2267
 EZ2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2267
 EZ2267.The geoid height was determined by GEOID03.
 EZ2267
 EZ2267.The dynamic height is computed by dividing the NAVD 88
 EZ2267.geopotential number by the normal gravity value computed on the
 EZ2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2267.degrees latitude (g = 980.6199 gals.).
 EZ2267
 EZ2267.The modeled gravity was interpolated from observed gravity values.
 EZ2267
 EZ2267;                    North         East     Units Scale Factor Converg.
 EZ2267;SPC NC       -   238,453.828   524,610.185   MT  0.99993567   -0 32 36.2
 EZ2267;SPC NC       -   782,327.27  1,721,158.58   sFT  0.99993567   -0 32 36.2
 EZ2267;UTM  17      - 3,972,919.969   595,529.778   MT  0.99971245   +0 37 14.4
 EZ2267
 EZ2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2267!SPC NC       -   0.99996773  x   0.99993567  =   0.99990340
 EZ2267!UTM  17      -   0.99996773  x   0.99971245  =   0.99968019
 EZ2267
 EZ2267:                Primary Azimuth Mark                     Grid Az
 EZ2267:SPC NC       -  CHRISCO                                  139 39 24.1
 EZ2267:UTM  17      -  CHRISCO                                  138 29 33.5
 EZ2267
 EZ2267|---------------------------------------------------------------------|
 EZ2267| PID    Reference Object                     Distance      Geod. Az  |
 EZ2267|                                                           dddmmss.s |
 EZ2267| EZ2268 CHRISCO                             APPROX. 0.9 KM 1390647.9 |
 EZ2267|---------------------------------------------------------------------|
 EZ2267
 EZ2267                          SUPERSEDED SURVEY CONTROL
 EZ2267
 EZ2267  NAD 83(1986)-  35 53 45.25022(N)    079 56 29.29816(W) AD(       ) 2
 EZ2267  NAD 27      -  35 53 44.75399(N)    079 56 30.16194(W) AD(       ) 2
 EZ2267  NGVD 29 (??/??/92)  236.535  (m)          776.03   (f) ADJ UNCH    2 1
 EZ2267
 EZ2267.Superseded values are not recommended for survey control.
 EZ2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2267.See file dsdata.txt to determine how the superseded data were derived.
 EZ2267
 EZ2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9553072920(NAD 83)
 EZ2267_MARKER: DE = TRAVERSE STATION DISK
 EZ2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2267_STAMPING: ALDRICH 1975
 EZ2267_MARK LOGO: NCGS  
 EZ2267_PROJECTION: FLUSH
 EZ2267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2267+STABILITY: SURFACE MOTION
 EZ2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2267+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1994
 EZ2267
 EZ2267  HISTORY     - Date     Condition        Report By
 EZ2267  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2267  HISTORY     - 1975     GOOD             NCGS
 EZ2267  HISTORY     - 19870801 GOOD             NCGS
 EZ2267  HISTORY     - 19940511 GOOD             NCGS
 EZ2267
 EZ2267                          STATION DESCRIPTION
 EZ2267
 EZ2267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2267'ALDRICH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2267'THE VICINITY OF ARCHDALE, NORTH CAROLINA.
 EZ2267'
 EZ2267'ALDRICH IS LOCATED APPROXIMATELY 2.1 MILES SE OF ARCHDALE, AND
 EZ2267'14.9 MILES NNW OF ASHEBORO.  TO REACH STATION FROM INTERSECTION
 EZ2267'OF U.S. 311 WITH NC 62 IN ARCHDALE, PROCEED SE ALONG U.S. 311
 EZ2267'FOR 2.2 MILES TO STATION ON RIGHT, AND 0.1 MILE NORTH OF
 EZ2267'INTERSECTION WITH SR 1572 (SW).
 EZ2267'
 EZ2267'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2267'ALDRICH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2267'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2267'
 EZ2267'MARK IS 25.6 FT SW OF C/L OF U.S. 311
 EZ2267'
 EZ2267'49.5 FT SE OF C/L DRIVEWAY TO M. V. ALDRICH RESIDENCE
 EZ2267'
 EZ2267'34.0 FT SE OF 14 IN BLACK LOCUST WITH ALUMINUM REF. TAG
 EZ2267'
 EZ2267'4.1 FT ESE OF PP BB 54 WITH ALUMINUM REF. TAG
 EZ2267'
 EZ2267'8.3 FT NNE OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2267'
 EZ2267'13.8 FT NNW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2267
 EZ2267                          STATION RECOVERY (1975)
 EZ2267
 EZ2267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2267'2.1 MI SE FROM ARCHDALE.
 EZ2267'TO REACH STATION FROM INTERSECTION OF US 311 WITH NC 62 IN ARCHDALE,
 EZ2267'PROCEED SE ALONG US 311 FOR 2.2 MILES TO STATION ON RIGHT, AND 0.1
 EZ2267'MILE NORTH OF INTERSECTION WITH SR 1572 SW.  25.6 FT. SW OF C/L OF US
 EZ2267'311, 49.5 FT. SE OF C/L OF DRIVEWAY TO M. V. ALDRICH RESIDENCE, 34.0
 EZ2267'FT. SE OF 14 IN. BLACK LOCUST WITH ALUMINUM REF. TAG, 4.1 FT. ESE OF
 EZ2267'PP NO. BB 54 WITH ALUMINUM REF. TAG, 8.3 FT. NNE OF FENCE POST WITH
 EZ2267'ALUMINUM REF. TAG, AND 13.8 FT. NNW OF FENCE POST WITH ALUMINUM REF.
 EZ2267'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE
 EZ2267'SURFACE OF THE GROUND.
 EZ2267
 EZ2267                          STATION RECOVERY (1987)
 EZ2267
 EZ2267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 EZ2267'STATION FOUND AS DESCRIBED.
 EZ2267
 EZ2267                          STATION RECOVERY (1994)
 EZ2267
 EZ2267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ2267'RECOVERED AS DESCRIBED.  LOCATED 17.5 FT (5.3 M) SOUTHEAST OF A
 EZ2267'DRIVEWAY AND 6.0 FT (1.8 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE
 EZ2267'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2102 ***********************************************************************
 FZ2102  DESIGNATION -  ALDRIDGE
 FZ2102  PID         -  FZ2102
 FZ2102  STATE/COUNTY-  NC/AVERY
 FZ2102  USGS QUAD   -  NEWLAND (1994)
 FZ2102
 FZ2102                         *CURRENT SURVEY CONTROL
 FZ2102  ___________________________________________________________________
 FZ2102* NAD 83(2001)-  36 01 16.78860(N)    081 54 41.49299(W)     ADJUSTED  
 FZ2102* NAVD 88     -      1121.3    (meters)    3679.     (feet)  VERTCON   
 FZ2102  ___________________________________________________________________
 FZ2102  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FZ2102  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ2102  HORZ ORDER  -  SECOND
 FZ2102
 FZ2102.The horizontal coordinates were established by classical geodetic methods
 FZ2102.and adjusted by the National Geodetic Survey in August 2005.
 FZ2102
 FZ2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2102
 FZ2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2102
 FZ2102.The geoid height was determined by GEOID03.
 FZ2102
 FZ2102;                    North         East     Units Scale Factor Converg.
 FZ2102;SPC NC       -   255,815.618   347,205.442   MT  0.99996268   -1 40 49.6
 FZ2102;SPC NC       -   839,288.41  1,139,123.19   sFT  0.99996268   -1 40 49.6
 FZ2102;UTM  17      - 3,986,698.518   417,867.395   MT  0.99968312   -0 32 09.9
 FZ2102
 FZ2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2102!SPC NC       -   0.99982890  x   0.99996268  =   0.99979159
 FZ2102!UTM  17      -   0.99982890  x   0.99968312  =   0.99951208
 FZ2102
 FZ2102:                Primary Azimuth Mark                     Grid Az
 FZ2102:SPC NC       -  HAWSHAW                                  320 33 30.9
 FZ2102:UTM  17      -  HAWSHAW                                  319 24 51.2
 FZ2102
 FZ2102|---------------------------------------------------------------------|
 FZ2102| PID    Reference Object                     Distance      Geod. Az  |
 FZ2102|                                                           dddmmss.s |
 FZ2102| FZ2115 HAWSHAW                             APPROX. 3.6 KM 3185241.3 |
 FZ2102|---------------------------------------------------------------------|
 FZ2102
 FZ2102                          SUPERSEDED SURVEY CONTROL
 FZ2102
 FZ2102  NAD 83(1995)-  36 01 16.78820(N)    081 54 41.48897(W) AD(       ) 2
 FZ2102  NAD 83(1993)-  36 01 16.79550(N)    081 54 41.49398(W) AD(       ) 2
 FZ2102  NAD 83(1986)-  36 01 16.79570(N)    081 54 41.49466(W) AD(       ) 2
 FZ2102  NAD 27      -  36 01 16.34053(N)    081 54 42.08441(W) AD(       ) 2
 FZ2102  NGVD 29 (07/19/86) 1121.4    (m)         3679.     (f) VERT ANG    3  
 FZ2102
 FZ2102.Superseded values are not recommended for survey control.
 FZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2102.See file dsdata.txt to determine how the superseded data were derived.
 FZ2102
 FZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1786786699(NAD 83)
 FZ2102_MARKER: DE = TRAVERSE STATION DISK
 FZ2102_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2102_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2102_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2102+STABILITY: POSITION/ELEVATION WELL
 FZ2102
 FZ2102  HISTORY     - Date     Condition        Report By
 FZ2102  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2102
 FZ2102                          STATION DESCRIPTION
 FZ2102
 FZ2102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2102'ALDRIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED ON
 FZ2102'SNAKEDEN MTN. APPROXIMATELY 1.0 MILE EAST OF CROSSNORE AND 4.2 MILES
 FZ2102'SOUTHWEST OF LINVILLE, NORTH CAROLINA.
 FZ2102'
 FZ2102'TO REACH STATION FROM THE JUNCTION OF US 221 AND NC 194 BETWEEN
 FZ2102'CROSSNORE AND PINEOLA, PROCEED SOUTH ALONG US 221 AND NC 194 FOR 0.9
 FZ2102'MILE TO Y INTERSECTION WITH SR 1524, THENCE NORTHEAST ALONG SR 1524
 FZ2102'FOR 0.05 MILE TO PRIVATE ROAD ON RIGHT, THENCE EASTERLY ALONG PRIVATE
 FZ2102'ROAD FOR 0.6 MILE TO Y INTERSECTION WITH DRIVEWAY TO ALDRIDGE
 FZ2102'RESIDENCE ON LEFT AND STATION ALONG RIDGE ON RIGHT IN SMALL ROCK
 FZ2102'OUTCROP BETWEEN FIELDS OF BALSAM TREES.
 FZ2102'
 FZ2102'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALDRIDGE 1975---, SET
 FZ2102'FLUSH IN DRILL HOLE IN ROCK.  THE MARK IS 112.0 FEET SOUTH OF Y
 FZ2102'INTERSECTION OF PRIVATE ROAD AND DRIVEWAY, 142.0 FEET SOUTHWEST OF
 FZ2102'POWER POLE WITH ALUMINUM TAG, 197.2 FEET NORTHEAST OF POWER POLE WITH
 FZ2102'ALUMINUM TAG, AND 204.0 FEET WEST OF POWER POLE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6041 ***********************************************************************
 AH6041  DESIGNATION -  ALDRIDGE
 AH6041  PID         -  AH6041
 AH6041  STATE/COUNTY-  NC/RANDOLPH
 AH6041  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6041
 AH6041                         *CURRENT SURVEY CONTROL
 AH6041  ___________________________________________________________________
 AH6041* NAD 83(2001)-  35 55 00.06660(N)    079 56 46.10071(W)     ADJUSTED  
 AH6041* NAVD 88     -       244.7    (meters)     803.     (feet)  VERT ANG  
 AH6041  ___________________________________________________________________
 AH6041  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 AH6041  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AH6041  HORZ ORDER  -  SECOND
 AH6041
 AH6041.The horizontal coordinates were established by classical geodetic methods
 AH6041.and adjusted by the National Geodetic Survey in August 2005.
 AH6041
 AH6041.The orthometric height was determined by vertical angle observations.
 AH6041
 AH6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6041
 AH6041.The geoid height was determined by GEOID03.
 AH6041
 AH6041;                    North         East     Units Scale Factor Converg.
 AH6041;SPC NC       -   240,763.652   524,210.624   MT  0.99993981   -0 32 45.9
 AH6041;SPC NC       -   789,905.41  1,719,847.69   sFT  0.99993981   -0 32 45.9
 AH6041;UTM  17      - 3,975,220.679   595,083.470   MT  0.99971140   +0 37 05.7
 AH6041
 AH6041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6041!SPC NC       -   0.99996643  x   0.99993981  =   0.99990624
 AH6041!UTM  17      -   0.99996643  x   0.99971140  =   0.99967784
 AH6041
 AH6041                          SUPERSEDED SURVEY CONTROL
 AH6041
 AH6041  NAD 83(1986)-  35 55 00.07223(N)    079 56 46.10836(W) AD(       ) 2
 AH6041
 AH6041.Superseded values are not recommended for survey control.
 AH6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6041.See file dsdata.txt to determine how the superseded data were derived.
 AH6041
 AH6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9508375221(NAD 83)
 AH6041_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6041_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH6041+WITH SETTING: PAVEMENT
 AH6041_SP_SET: DRILL HOLE IN BRIDGE
 AH6041_STAMPING: ALDRIDGE 1987
 AH6041_MARK LOGO: NCGS  
 AH6041_PROJECTION: FLUSH
 AH6041_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6041+STABILITY: SURFACE MOTION
 AH6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6041+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 AH6041
 AH6041  HISTORY     - Date     Condition        Report By
 AH6041  HISTORY     - 1987     MONUMENTED       NCGS
 AH6041  HISTORY     - 19940228 GOOD             NCGS
 AH6041
 AH6041                          STATION DESCRIPTION
 AH6041
 AH6041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6041'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF ARCHDALE. ALONG
 AH6041'I-85 FOR 1.0 MI (1.6 KM) NORTHEAST FROM THE NC 311 OVERPASS, IN FLOOR
 AH6041'OF BRIDGE OVER I-85 AT THE RANDOLPH-GUILFORD COUNTY LINE. LOCATED 13.0
 AH6041'FT (4.0 M) EAST OF THE CENTERLINE OF ROAD, 21.0 FT (6.4 M) SOUTH OF
 AH6041'THE NORTH END OF EAST BRIDGE RAIL, AND 3.4 FT (1.0 M) WEST OF BRIDGE
 AH6041'RAIL.
 AH6041
 AH6041                          STATION RECOVERY (1994)
 AH6041
 AH6041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH6041'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8275 ***********************************************************************
 AF8275  DESIGNATION -  ALE
 AF8275  PID         -  AF8275
 AF8275  STATE/COUNTY-  NC/MCDOWELL
 AF8275  USGS QUAD   -  GLENWOOD (1993)
 AF8275
 AF8275                         *CURRENT SURVEY CONTROL
 AF8275  ___________________________________________________________________
 AF8275* NAD 83(2001)-  35 33 39.97063(N)    081 58 02.54940(W)     ADJUSTED  
 AF8275* NAVD 88     -       358.1    (meters)    1175.     (feet)  VERT ANG  
 AF8275  ___________________________________________________________________
 AF8275  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AF8275  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AF8275  HORZ ORDER  -  SECOND
 AF8275
 AF8275.The horizontal coordinates were established by classical geodetic methods
 AF8275.and adjusted by the National Geodetic Survey in August 2005.
 AF8275
 AF8275.The orthometric height was determined by vertical angle observations.
 AF8275
 AF8275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8275
 AF8275.The geoid height was determined by GEOID03.
 AF8275
 AF8275;                    North         East     Units Scale Factor Converg.
 AF8275;SPC NC       -   204,927.003   340,647.574   MT  0.99988712   -1 42 45.6
 AF8275;SPC NC       -   672,331.34  1,117,607.92   sFT  0.99988712   -1 42 45.6
 AF8275;UTM  17      - 3,935,700.580   412,330.910   MT  0.99969471   -0 33 45.5
 AF8275
 AF8275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8275!SPC NC       -   0.99994878  x   0.99988712  =   0.99983591
 AF8275!UTM  17      -   0.99994878  x   0.99969471  =   0.99964351
 AF8275
 AF8275                          SUPERSEDED SURVEY CONTROL
 AF8275
 AF8275  NAD 83(1986)-  35 33 39.98032(N)    081 58 02.55004(W) AD(       ) 2
 AF8275
 AF8275.Superseded values are not recommended for survey control.
 AF8275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8275.See file dsdata.txt to determine how the superseded data were derived.
 AF8275
 AF8275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1233135701(NAD 83)
 AF8275_MARKER: DE = TRAVERSE STATION DISK
 AF8275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8275_STAMPING: ALE 1983
 AF8275_MARK LOGO: NCGS  
 AF8275_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8275+STABILITY: SURFACE MOTION
 AF8275
 AF8275  HISTORY     - Date     Condition        Report By
 AF8275  HISTORY     - 1983     MONUMENTED       NCGS
 AF8275
 AF8275                          STATION DESCRIPTION
 AF8275
 AF8275'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8275'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH OF VEIN MOUNTAIN AND
 AF8275'14.3 KM (8.90 MI) SOUTH-SOUTHEAST OF MARION. ALONG US 221 FOR 9.57 KM
 AF8275'(5.95 MI) SOUTH OF THE I-40 UNDERPASS, OR 0.4 KM (0.25 MI) NORTH OF
 AF8275'THE VEIN MOUNTAIN BAPTIST CHURCH, BEHIND GUARD RAIL. MARK IS FLUSH
 AF8275'WITH GROUND.  LOCATED 8.23 M (27.00 FT) EAST-NORTHEAST OF THE
 AF8275'CENTERLINE OF US 221, 0.73 M (2.40 FT) EAST-NORTHEAST OF GUARD RAIL,
 AF8275'1.10 M (3.61 FT) SOUTH-SOUTHEAST OF GUY WIRE ANCHOR, AND 4.36 M (14.30
 AF8275'FT) WEST-SOUTHWEST OF POWER POLE (M39) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3779 ***********************************************************************
 EB3779  DESIGNATION -  ALEC
 EB3779  PID         -  EB3779
 EB3779  STATE/COUNTY-  NC/ROBESON
 EB3779  USGS QUAD   -  JOHNS (1971)
 EB3779
 EB3779                         *CURRENT SURVEY CONTROL
 EB3779  ___________________________________________________________________
 EB3779* NAD 83(2001)-  34 38 23.14458(N)    079 25 18.96667(W)     ADJUSTED  
 EB3779* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 EB3779  ___________________________________________________________________
 EB3779  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 EB3779  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 EB3779  HORZ ORDER  -  SECOND
 EB3779
 EB3779.The horizontal coordinates were established by classical geodetic methods
 EB3779.and adjusted by the National Geodetic Survey in August 2005.
 EB3779
 EB3779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3779
 EB3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3779
 EB3779.The geoid height was determined by GEOID03.
 EB3779
 EB3779;                    North         East     Units Scale Factor Converg.
 EB3779;SPC NC       -    98,784.962   570,918.339   MT  0.99992923   -0 14 36.7
 EB3779;SPC NC       -   324,097.00  1,873,087.92   sFT  0.99992923   -0 14 36.7
 EB3779;SPC SC       -   312,337.546   754,272.402   MT  0.99993696   +0 52 29.6
 EB3779;SPC SC       - 1,024,729.48  2,474,646.99   iFT  0.99993696   +0 52 29.6
 EB3779;UTM  17      - 3,834,227.613   644,635.795   MT  0.99985785   +0 53 49.7
 EB3779
 EB3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3779!SPC NC       -   0.99999736  x   0.99992923  =   0.99992659
 EB3779!SPC SC       -   0.99999736  x   0.99993696  =   0.99993432
 EB3779!UTM  17      -   0.99999736  x   0.99985785  =   0.99985521
 EB3779
 EB3779                          SUPERSEDED SURVEY CONTROL
 EB3779
 EB3779  NAD 83(1986)-  34 38 23.15492(N)    079 25 18.96767(W) AD(       ) 2
 EB3779  NGVD 29 (04/22/91)   49.7    (m)          163.     (f) VERT ANG    3  
 EB3779
 EB3779.Superseded values are not recommended for survey control.
 EB3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3779.See file dsdata.txt to determine how the superseded data were derived.
 EB3779
 EB3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4463634228(NAD 83)
 EB3779_MARKER: DE = TRAVERSE STATION DISK
 EB3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3779_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3779+STABILITY: SURFACE MOTION
 EB3779
 EB3779  HISTORY     - Date     Condition        Report By
 EB3779  HISTORY     - 1977     MONUMENTED       NCGS
 EB3779
 EB3779                          STATION DESCRIPTION
 EB3779
 EB3779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3779'THE STATION IS LOCATED APPROXIMATELY 7.8 MILES SOUTH-SOUTHWEST OF
 EB3779'MAXTON AND 9.0 MILES NORTHWEST OF PLAINVIEW.
 EB3779'
 EB3779'TO REACH STATION FRM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF
 EB3779'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 2.3 MILES TO STATION IN
 EB3779'RIGHT SHOULDER AT A LARGE GUM TREE, WHERE A POWER LINE CROSSES THE
 EB3779'HIGHWAY, APPROXIMATELY 250 FEET WEST OF ALEC MCGILLS RESIDENCE AND
 EB3779'0.6 MILE SOUTHWEST OF SR 1104 CROSSROADS.
 EB3779'
 EB3779'STATION MARK IS A STANDARD DISK STAMPED---ALEC 1977---SET IN THE TOP
 EB3779'OF A CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND SURFACE.
 EB3779'THE MARK IS 23.1 FEET NORTHWEST OF CENTERLINE OF NC 83, 10.5 FEET
 EB3779'SOUTHEAST OF 36 INCH GUM WITH REFERENCE TAG, 121.8 FEET WEST OF WEST
 EB3779'CORNER OF A PACK BARN AND 45.4 FEET EAST OF A 10 INCH PINE WITH
 EB3779'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7656 ***********************************************************************
 AC7656  SACS        -  This is a Secondary Airport Control Station.
 AC7656  DESIGNATION -  ALEL
 AC7656  PID         -  AC7656
 AC7656  STATE/COUNTY-  NC/ONSLOW
 AC7656  USGS QUAD   -  CATHERINE LAKE (1980)
 AC7656
 AC7656                         *CURRENT SURVEY CONTROL
 AC7656  ___________________________________________________________________
 AC7656* NAD 83(2007)-  34 50 11.05791(N)    077 36 15.30607(W)     ADJUSTED  
 AC7656* NAVD 88     -        26.61   (meters)      87.3    (feet)  GPS OBS   
 AC7656  ___________________________________________________________________
 AC7656  EPOCH DATE  -        2002.00
 AC7656  X           -   1,125,006.604 (meters)                     COMP
 AC7656  Y           -  -5,118,634.538 (meters)                     COMP
 AC7656  Z           -   3,622,979.396 (meters)                     COMP
 AC7656  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AC7656  ELLIP HEIGHT-         -10.179 (meters)          (02/10/07) ADJUSTED
 AC7656  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 AC7656
 AC7656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7656  Type    PID    Designation                      North   East  Ellip
 AC7656  -------------------------------------------------------------------
 AC7656  NETWORK AC7656 ALEL                              0.59   0.51   1.16
 AC7656  -------------------------------------------------------------------
 AC7656
 AC7656.This mark is at Albert J Ellis Airport (OAJ)
 AC7656
 AC7656.The horizontal coordinates were established by GPS observations
 AC7656.and adjusted by the National Geodetic Survey in February 2007.
 AC7656
 AC7656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7656.The horizontal coordinates are valid at the epoch date displayed above.
 AC7656.The epoch date for horizontal control is a decimal equivalence
 AC7656.of Year/Month/Day.
 AC7656
 AC7656.The orthometric height was determined by GPS observations and a
 AC7656.high-resolution geoid model.
 AC7656
 AC7656.GPS derived orthometric heights for airport stations designated as
 AC7656.PACS or SACS are published to 2 decimal places.  This maintains
 AC7656.centimeter relative accuracy between the PACS and SACS.  It does
 AC7656.not indicate centimeter accuracy relative to other marks which are
 AC7656.part of the NAVD 88 network.
 AC7656
 AC7656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7656
 AC7656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7656
 AC7656.The ellipsoidal height was determined by GPS observations
 AC7656.and is referenced to NAD 83.
 AC7656
 AC7656.The geoid height was determined by GEOID03.
 AC7656
 AC7656;                    North         East     Units Scale Factor Converg.
 AC7656;SPC NC       -   121,412.965   737,252.462   MT  0.99989870   +0 48 20.1
 AC7656;SPC NC       -   398,335.70  2,418,802.45   sFT  0.99989870   +0 48 20.1
 AC7656;UTM  18      - 3,857,994.103   261,857.003   MT  1.00029903   -1 29 18.0
 AC7656
 AC7656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7656!SPC NC       -   1.00000160  x   0.99989870  =   0.99990030
 AC7656!UTM  18      -   1.00000160  x   1.00029903  =   1.00030063
 AC7656
 AC7656                          SUPERSEDED SURVEY CONTROL
 AC7656
 AC7656  NAD 83(2001)-  34 50 11.05944(N)    077 36 15.30384(W) AD(       ) 1
 AC7656  ELLIP H (03/13/03)  -10.162  (m)                       GP(       ) 4 2
 AC7656  NAD 83(1995)-  34 50 11.05955(N)    077 36 15.30429(W) AD(       ) 1
 AC7656  ELLIP H (01/29/02)  -10.180  (m)                       GP(       ) 4 2
 AC7656  NAD 83(1986)-  34 50 11.07032(N)    077 36 15.31489(W) AD(       ) 1
 AC7656
 AC7656.Superseded values are not recommended for survey control.
 AC7656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7656.See file dsdata.txt to determine how the superseded data were derived.
 AC7656
 AC7656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6185757994(NAD 83)
 AC7656_MARKER: DD = SURVEY DISK
 AC7656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7656_STAMPING: ALEL 1992
 AC7656_MARK LOGO: NOS   
 AC7656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7656+STABILITY: SURFACE MOTION
 AC7656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7656+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2001
 AC7656
 AC7656  HISTORY     - Date     Condition        Report By
 AC7656  HISTORY     - 1992     MONUMENTED       NOS
 AC7656  HISTORY     - 19990426 GOOD             NCGS
 AC7656  HISTORY     - 20010318 GOOD             NGS
 AC7656
 AC7656                          STATION DESCRIPTION
 AC7656
 AC7656'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (RWD)
 AC7656'STATION IS LOCATED 11OUT 17.7 KM (11 MI) NORTHWEST OF JACKSONVILLE AND
 AC7656'18.5 KM (11.5 M) SOUTHWEST OF BEULAVILLE AT THE ALBERT J. ELLIS
 AC7656'AIRPORT ON THE NORTHWEST SIDE OF THE APPROACH END OF RUNWAY 23.
 AC7656'PROCEED ALONG US HIGHWAY 258 FROM THE JUNCTION WITH US HIGHWAY 17 (ON
 AC7656'THE WEST SIDE OF JACKSONVILLE) NORTHWEST FOR 9.8 KM (6.1 M) TO NORTH
 AC7656'CAROLINA HIGHWAY 111.  PROCEED WEST ALONG NORTH CAROLINA HIGHWAY 111
 AC7656'8.9 KM (5.5 M), THEN SOUTHWEST ALONG HIGHWAY 111 1.3 KM (0.8 M) TO THE
 AC7656'ALBERT J. ELLIS AIRPORT TERMINAL BUILDING.  CONTACT THE AIRPORT
 AC7656'MANAGER AT 919-324-1100. THE MARK IS LOCATED 22.8 METERS (74.8 FEET)
 AC7656'WEST OF THE NORTHWEST HREDHOLD LIGHT AND 12.7 M (41.7 FT) NORTHWEST OF
 AC7656'A RUNWAY END NDICATOR LIGHT (REIL).
 AC7656
 AC7656                          STATION RECOVERY (1999)
 AC7656
 AC7656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 AC7656'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. CONTACT THE
 AC7656'DIRECTOR OF AVIATION TO ACCESS STATION.
 AC7656
 AC7656                          STATION RECOVERY (2001)
 AC7656
 AC7656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 AC7656'THE STATION IS LOCATED 11 MI NORTHWEST OF JACKSONVILLE AND 11.5 MI
 AC7656'SOUTHEAST OF BEULAVILLE, AT THE ALBERT J ELLIS AIRPORT, NEAR
 AC7656'MIDFIELD, ON THE NORTHWEST SIDE OF RUNWAY 5-23. OWNERSHIP -
 AC7656'ALBERT J. ELLIS AIRPORT. JERRY VICKERS,AIRPORT DIRECTOR  264 ALBERT
 AC7656'J. ELLIS AIRPORT RD. RICHLANDS,NC 28574  PHONE (910) 324-1100 EXT. 22
 AC7656'FAX (910) 324-1082.
 AC7656' 
 AC7656'TO REACH FROM THE JUNCTION OF US HWY 17 AND 258 ON THE WEST SIDE
 AC7656'OF JACKSONVILLE. PROCEED NORTHWESTERLY ALONG HWY 258 FOR 6.1 MI
 AC7656'TO A NC HY 111 ON THE LEFT. TURN LEFT (WEST) AND PROCEED 5.5 MI TO
 AC7656'THE AIRPORT ENTRANCE RD ON LEFT. TURN LEFT (WEST) AND PROCEED .8
 AC7656'MI TO A GATE ON THE WEST SIDE OF TERMINAL BLG. PROCEED THRU THE
 AC7656'GATE AND GO WEST FOR .1 MI ACROSS RAMP  TO THE TWY . TURN RIGHT
 AC7656'AND PROCEED NORTHEAST ON TWY FOR .6 MI TO THE END OF TWY . CROSS
 AC7656'RWY TO THE STATION ON THE RIGHT.
 AC7656' 
 AC7656'THE STATION IS A STANDARD NOS DISK STAMPED- ALEL 1992 SET IN THE
 AC7656'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. THE STATION IS  74.8
 AC7656'FT WEST OF THE NORTHWEST THRESHOLD LT, 41.7 FT NORTHWEST  OF A
 AC7656'REIL LT.
 AC7656' 
 AC7656'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC7656'STATION.
 AC7656'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6916 ***********************************************************************
 DG6916  DESIGNATION -  ALERT
 DG6916  PID         -  DG6916
 DG6916  STATE/COUNTY-  NC/FRANKLIN
 DG6916  USGS QUAD   -  GOLD SAND (1981)
 DG6916
 DG6916                         *CURRENT SURVEY CONTROL
 DG6916  ___________________________________________________________________
 DG6916* NAD 83(2007)-  36 13 52.51839(N)    078 13 01.75954(W)     ADJUSTED  
 DG6916* NAVD 88     -       114.2    (meters)     375.     (feet)  GPS OBS   
 DG6916  ___________________________________________________________________
 DG6916  EPOCH DATE  -        2002.00
 DG6916  X           -   1,051,837.012 (meters)                     COMP
 DG6916  Y           -  -5,042,401.687 (meters)                     COMP
 DG6916  Z           -   3,748,968.570 (meters)                     COMP
 DG6916  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 DG6916  ELLIP HEIGHT-          80.780 (meters)          (02/10/07) ADJUSTED
 DG6916  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DG6916
 DG6916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6916  Type    PID    Designation                      North   East  Ellip
 DG6916  -------------------------------------------------------------------
 DG6916  NETWORK DG6916 ALERT                             0.94   0.74   2.06
 DG6916  -------------------------------------------------------------------
 DG6916
 DG6916.The horizontal coordinates were established by GPS observations
 DG6916.and adjusted by the National Geodetic Survey in February 2007.
 DG6916
 DG6916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6916.The horizontal coordinates are valid at the epoch date displayed above.
 DG6916.The epoch date for horizontal control is a decimal equivalence
 DG6916.of Year/Month/Day.
 DG6916
 DG6916.The orthometric height was determined by GPS observations and a
 DG6916.high-resolution geoid model.
 DG6916
 DG6916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6916
 DG6916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6916
 DG6916.The ellipsoidal height was determined by GPS observations
 DG6916.and is referenced to NAD 83.
 DG6916
 DG6916.The geoid height was determined by GEOID03.
 DG6916
 DG6916;                    North         East     Units Scale Factor Converg.
 DG6916;SPC NC       -   275,538.210   679,979.307   MT  1.00001867   +0 27 06.6
 DG6916;SPC NC       -   903,994.94  2,230,898.78   sFT  1.00001867   +0 27 06.6
 DG6916;UTM  17      - 4,013,190.064   750,106.745   MT  1.00037080   +1 38 44.3
 DG6916
 DG6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6916!SPC NC       -   0.99998732  x   1.00001867  =   1.00000599
 DG6916!UTM  17      -   0.99998732  x   1.00037080  =   1.00035812
 DG6916
 DG6916:                Primary Azimuth Mark                     Grid Az
 DG6916:SPC NC       -  20 MEA                                   264 57 49.2
 DG6916:UTM  17      -  20 MEA                                   263 46 11.5
 DG6916
 DG6916|---------------------------------------------------------------------|
 DG6916| PID    Reference Object                     Distance      Geod. Az  |
 DG6916|                                                           dddmmss.s |
 DG6916| DG6924 20 MEA                              472.746 METERS 2652455.8 |
 DG6916|---------------------------------------------------------------------|
 DG6916
 DG6916                          SUPERSEDED SURVEY CONTROL
 DG6916
 DG6916  NAD 83(1986)-  36 13 52.52019(N)    078 13 01.76978(W) AD(       ) 1
 DG6916  NAD 83(2001)-  36 13 52.51973(N)    078 13 01.75905(W) AD(       ) 1
 DG6916  ELLIP H (07/14/04)   80.760  (m)                       GP(       ) 4 2
 DG6916
 DG6916.Superseded values are not recommended for survey control.
 DG6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6916.See file dsdata.txt to determine how the superseded data were derived.
 DG6916
 DG6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5010713190(NAD 83)
 DG6916_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6916_STAMPING: ALERT 2000
 DG6916_MARK LOGO: NCGS  
 DG6916_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6916+STABILITY: SURFACE MOTION
 DG6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6916+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG6916
 DG6916  HISTORY     - Date     Condition        Report By
 DG6916  HISTORY     - 2000     MONUMENTED       NCGS
 DG6916  HISTORY     - 2000     GOOD             NCGS
 DG6916
 DG6916                          STATION DESCRIPTION
 DG6916
 DG6916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6916'STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHEAST OF
 DG6916'LOUISBURG, 7.0 MI (11.3 KM) WEST-NORTHWEST OF CENTERVILLE, AND IN THE
 DG6916'COMMUNITY OF ALERT. ALONG SR 1407 (SCHLOSS ROAD) FOR 0.3 MI (0.5 KM)
 DG6916'EAST FROM SR 1412 AT MOUNTAIN GROVE CHURCH-ALERT, ON THE PROLONGATION
 DG6916'OF THE EASTERN SIDE OF HOUSE NUMBER 776. MARK IS ABOUT 2-FEET LOWER
 DG6916'THAN SR 1407 AND FLUSH WITH THE GROUND. LOCATED 29.1 FT (8.9 M)
 DG6916'NORTH-NORTHEAST OF THE CENTERLINE OF SR 1407, 93 FT (28.3 M)
 DG6916'WEST-NORTHWEST OF THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER 754, 88.6
 DG6916'FT (27.0 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 DG6916'BLOCK WELL HOUSE AND 48.0 FT (14.6 M) SOUTHWEST OF A 30-INCH CEDAR.
 DG6916
 DG6916                          STATION RECOVERY (2000)
 DG6916
 DG6916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6916'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0968 ***********************************************************************
 EA0968  DESIGNATION -  ALEX
 EA0968  PID         -  EA0968
 EA0968  STATE/COUNTY-  NC/ONSLOW
 EA0968  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 EA0968
 EA0968                         *CURRENT SURVEY CONTROL
 EA0968  ___________________________________________________________________
 EA0968* NAD 83(2001)-  34 47 15.00984(N)    077 29 46.76371(W)     ADJUSTED  
 EA0968* NAVD 88     -        12.030  (meters)      39.47   (feet)  ADJUSTED  
 EA0968  ___________________________________________________________________
 EA0968  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EA0968  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 EA0968  DYNAMIC HT  -          12.018 (meters)      39.43  (feet)  COMP
 EA0968  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 EA0968
 EA0968  HORZ ORDER  -  SECOND
 EA0968  VERT ORDER  -  SECOND    CLASS II
 EA0968
 EA0968.The horizontal coordinates were established by classical geodetic methods
 EA0968.and adjusted by the National Geodetic Survey in August 2005.
 EA0968
 EA0968.The orthometric height was determined by differential leveling
 EA0968.and adjusted in June 1991.
 EA0968
 EA0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0968
 EA0968.The geoid height was determined by GEOID03.
 EA0968
 EA0968.The dynamic height is computed by dividing the NAVD 88
 EA0968.geopotential number by the normal gravity value computed on the
 EA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0968.degrees latitude (g = 980.6199 gals.).
 EA0968
 EA0968.The modeled gravity was interpolated from observed gravity values.
 EA0968
 EA0968;                    North         East     Units Scale Factor Converg.
 EA0968;SPC NC       -   116,133.196   747,204.731   MT  0.99990521   +0 52 04.4
 EA0968;SPC NC       -   381,013.66  2,451,454.19   sFT  0.99990521   +0 52 04.4
 EA0968;UTM  18      - 3,852,318.226   271,593.621   MT  1.00024304   -1 25 29.5
 EA0968
 EA0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0968!SPC NC       -   1.00000392  x   0.99990521  =   0.99990913
 EA0968!UTM  18      -   1.00000392  x   1.00024304  =   1.00024696
 EA0968
 EA0968:                Primary Azimuth Mark                     Grid Az
 EA0968:SPC NC       -  STARWOOD                                 333 36 23.3
 EA0968:UTM  18      -  STARWOOD                                 335 53 57.2
 EA0968
 EA0968|---------------------------------------------------------------------|
 EA0968| PID    Reference Object                     Distance      Geod. Az  |
 EA0968|                                                           dddmmss.s |
 EA0968| EA1085 STARWOOD                            APPROX. 0.6 KM 3342827.7 |
 EA0968|---------------------------------------------------------------------|
 EA0968
 EA0968                          SUPERSEDED SURVEY CONTROL
 EA0968
 EA0968  NAD 83(1986)-  34 47 15.02035(N)    077 29 46.77391(W) AD(       ) 2
 EA0968  NAD 27      -  34 47 14.43003(N)    077 29 47.89563(W) AD(       ) 2
 EA0968  NGVD 29 (??/??/92)   12.353  (m)           40.53   (f) ADJ UNCH    2 2
 EA0968
 EA0968.Superseded values are not recommended for survey control.
 EA0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0968.See file dsdata.txt to determine how the superseded data were derived.
 EA0968
 EA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7159452318(NAD 83)
 EA0968_MARKER: DD = SURVEY DISK
 EA0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0968_STAMPING: ALEX 1974
 EA0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0968+STABILITY: SURFACE MOTION
 EA0968
 EA0968  HISTORY     - Date     Condition        Report By
 EA0968  HISTORY     - 1974     MONUMENTED       NCGS
 EA0968  HISTORY     - 1974     GOOD             NCGS
 EA0968  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 EA0968
 EA0968                          STATION DESCRIPTION
 EA0968
 EA0968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0968'ALEX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0968'THE VICINITY OF JACKSONVILLE, NORTH CAROLINA.
 EA0968'
 EA0968'ALEX IS LOCATED APPROXIMATELY 4.5 MILES NW OF JACKSONVILLE, AND
 EA0968'8.3 MILES SSE OF RICHLANDS.  TO REACH STATION FROM INTERSECTION OF
 EA0968'U.S. 258 AND NC 53 WEST OF JACKSONVILLE, PROCEED WESTERLY ALONG
 EA0968'U.S. 258 FOR 3.0 MILES TO STATION ON THE RIGHT BETWEEN TWO
 EA0968'DRIVEWAYS, ONE TO A HOUSE AND ONE TO A MOBILE HOME AND ACROSS
 EA0968'HIGHWAY FROM ALEXANDERS TAXIDERMY SIGN.  0.7 MILE NORTH OF
 EA0968'INTERSECTION WITH SR 1212 IN SMALL COMMUNITY OF TAR LANDING.
 EA0968'
 EA0968'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0968'ALEX 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0968'IS 3 INCHES BELOW THE GROUND.
 EA0968'
 EA0968'MARK IS 26.4 FT E OF C/L OF U.S. 258.
 EA0968'
 EA0968'14.0 FT S OF C/L OF CONCRETE DRIVE.
 EA0968'
 EA0968'4.2 FT SE OF A MAIL BOX POST.
 EA0968'
 EA0968'33.0 FT NW OF 15 IN PINE TREE WITH ALUMINUM REF. TAG.
 EA0968'
 EA0968'13.5 FT W OF 18 IN PINE TREE WITH ALUMINUM REF. TAG.
 EA0968'
 EA0968'28.0 FT W OF TP WITH ALUMINUM REF. TAG.
 EA0968
 EA0968                          STATION RECOVERY (1974)
 EA0968
 EA0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0968'4.5 MI NW FROM JACKSONVILLE.
 EA0968'TO REACH STATION FROM INTERSECTION OF US 258 AND NC 53 WEST OF
 EA0968'JACKSONVILLE, PROCEED WESTERLY ALONG US 258 FOR 3.0 MILES TO STATION
 EA0968'ON THE RIGHT BETWEEN TWO DRIVEWAYS, ONE TO A HOUSE AND ONE TO A MOBILE
 EA0968'HOME AND ACROSS HIGHWAY FROM ALEXANDERS TAXIDERMY SIGN, 0.7 MILE NORTH
 EA0968'OF INTERSECTION WITH SR 1212 IN SMALL COMMUNITY OF TAR LANDING. 26.4
 EA0968'FT. EAST OF C/L OF US 258, 14.0 FT. SOUTH OF C/L OF CONCRETE DRIVE,
 EA0968'4.2 FT. SE OF A MAIL BOX POST, 33.0 FT. NW OF 15 IN. PINE TREE WITH
 EA0968'ALUMINUM REF. TAG, 13.5 FT. WEST OF 18 IN. PINE TREE WITH ALUMINUM
 EA0968'REF. TAG, AND 28.0 FT. WEST OF TP WITH ALUMINUM REF. TAG. DISK IS SET
 EA0968'IN TOP OF CONCRETE CYLINDER 3 INCHES BELOW THE GROUND.
 EA0968
 EA0968                          STATION RECOVERY (2002)
 EA0968
 EA0968'RECOVERY NOTE BY US POWER SQUADRON 2002
 EA0968'CONSTRUCTION ON NC 258 INCREASING IT FROM 2 TO 4 LANES HAS TAKEN PLACE
 EA0968'SINCE LAST RECOVERY DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3574 ***********************************************************************
 EZ3574  DESIGNATION -  ALEX
 EZ3574  PID         -  EZ3574
 EZ3574  STATE/COUNTY-  NC/MOORE
 EZ3574  USGS QUAD   -  CARTHAGE (1980)
 EZ3574
 EZ3574                         *CURRENT SURVEY CONTROL
 EZ3574  ___________________________________________________________________
 EZ3574* NAD 83(2001)-  35 17 14.18464(N)    079 25 42.60018(W)     ADJUSTED  
 EZ3574* NAVD 88     -       118.1    (meters)     387.     (feet)  VERTCON   
 EZ3574  ___________________________________________________________________
 EZ3574  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 EZ3574  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EZ3574  HORZ ORDER  -  SECOND
 EZ3574
 EZ3574.The horizontal coordinates were established by classical geodetic methods
 EZ3574.and adjusted by the National Geodetic Survey in August 2005.
 EZ3574
 EZ3574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3574
 EZ3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3574
 EZ3574.The geoid height was determined by GEOID03.
 EZ3574
 EZ3574;                    North         East     Units Scale Factor Converg.
 EZ3574;SPC NC       -   170,613.828   570,626.518   MT  0.99987278   -0 14 50.3
 EZ3574;SPC NC       -   559,755.53  1,872,130.50   sFT  0.99987278   -0 14 50.3
 EZ3574;UTM  17      - 3,906,033.651   642,904.996   MT  0.99985168   +0 54 28.7
 EZ3574
 EZ3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3574!SPC NC       -   0.99998639  x   0.99987278  =   0.99985917
 EZ3574!UTM  17      -   0.99998639  x   0.99985168  =   0.99983807
 EZ3574
 EZ3574:                Primary Azimuth Mark                     Grid Az
 EZ3574:SPC NC       -  SUMMER                                   016 33 36.7
 EZ3574:UTM  17      -  SUMMER                                   015 24 17.7
 EZ3574
 EZ3574|---------------------------------------------------------------------|
 EZ3574| PID    Reference Object                     Distance      Geod. Az  |
 EZ3574|                                                           dddmmss.s |
 EZ3574| EZ3569 SUMMER                              APPROX. 0.9 KM 0161846.4 |
 EZ3574|---------------------------------------------------------------------|
 EZ3574
 EZ3574                          SUPERSEDED SURVEY CONTROL
 EZ3574
 EZ3574  NAD 83(1986)-  35 17 14.18331(N)    079 25 42.60579(W) AD(       ) 2
 EZ3574  NAD 27      -  35 17 13.61366(N)    079 25 43.50351(W) AD(       ) 2
 EZ3574  NGVD 29 (07/19/86)  118.3    (m)          388.     (f) VERT ANG    3  
 EZ3574
 EZ3574.Superseded values are not recommended for survey control.
 EZ3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3574.See file dsdata.txt to determine how the superseded data were derived.
 EZ3574
 EZ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4290506034(NAD 83)
 EZ3574_MARKER: DE = TRAVERSE STATION DISK
 EZ3574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3574_STAMPING: ALEX 1972
 EZ3574_MARK LOGO: NCGS  
 EZ3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3574+STABILITY: SURFACE MOTION
 EZ3574
 EZ3574  HISTORY     - Date     Condition        Report By
 EZ3574  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3574
 EZ3574                          STATION DESCRIPTION
 EZ3574
 EZ3574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3574'ALEX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3574'VICINITY OF CARTHAGE, NORTH CAROLINA.
 EZ3574'
 EZ3574'ALEX IS LOCATED APPROXIMATELY 4.1 MILES SSW OF CARTHAGE AND 7.1 MILES
 EZ3574'NNE OF PINEHURST.  TO REACH STATION FROM THE INTERSECTION OF US
 EZ3574'15-501 WITH NC 73 IN THE COMMUNITY OF EASTWOOD, PROCEED NORTH ALONG
 EZ3574'US 15-501 FOR 2.5 MILES TO STATION ON RIGHT IN EDGE OF A YARD, 0.1
 EZ3574'MILE SOUTH OF THE INTERSECTION WITH SR 1251, AND APPROXIMATELY
 EZ3574'125 FEET SSE OF AND ACROSS HIGHWAY FROM HISTORICAL MARKER NO.
 EZ3574'K31.
 EZ3574'
 EZ3574'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALEX
 EZ3574'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3574'FLUSH WITH THE GROUND.
 EZ3574'
 EZ3574'MARK IS
 EZ3574'36.4 FEET E OF C/L WITH US 15-501.
 EZ3574'15.7 FEET NE OF C/L OF DRIVE EAST.
 EZ3574'26.1 FEET WSW OF 9 INCH HICKORY WITH ALUMINUM REF. TAG.
 EZ3574'14.6 FEET W OF 14 INCH HICKORY WITH ALUMINUM REF. TAG.
 EZ3574'28.3 FEET N OF CONCRETE PROPERTY MARKER.
 EZ3574'65.1 FEET NE OF 14 INCH WHITE OAK WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2624 ***********************************************************************
 EY2624  DESIGNATION -  ALEX
 EY2624  PID         -  EY2624
 EY2624  STATE/COUNTY-  NC/LENOIR
 EY2624  USGS QUAD   -  DEEP RUN (1980)
 EY2624
 EY2624                         *CURRENT SURVEY CONTROL
 EY2624  ___________________________________________________________________
 EY2624* NAD 83(2001)-  35 13 37.07604(N)    077 38 22.95653(W)     ADJUSTED  
 EY2624* NAVD 88     -        22.7    (meters)      74.     (feet)  VERTCON   
 EY2624  ___________________________________________________________________
 EY2624  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EY2624  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 EY2624  HORZ ORDER  -  SECOND
 EY2624
 EY2624.The horizontal coordinates were established by classical geodetic methods
 EY2624.and adjusted by the National Geodetic Survey in August 2005.
 EY2624
 EY2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2624
 EY2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2624
 EY2624.The geoid height was determined by GEOID03.
 EY2624
 EY2624;                    North         East     Units Scale Factor Converg.
 EY2624;SPC NC       -   164,688.006   733,416.088   MT  0.99987269   +0 47 06.4
 EY2624;SPC NC       -   540,313.90  2,406,215.95   sFT  0.99987269   +0 47 06.4
 EY2624;UTM  18      - 3,901,406.656   259,760.426   MT  1.00031134   -1 31 24.1
 EY2624
 EY2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2624!SPC NC       -   1.00000210  x   0.99987269  =   0.99987479
 EY2624!UTM  18      -   1.00000210  x   1.00031134  =   1.00031344
 EY2624
 EY2624:                Primary Azimuth Mark                     Grid Az
 EY2624:SPC NC       -  LIONEL                                   047 28 05.5
 EY2624:UTM  18      -  LIONEL                                   049 46 36.0
 EY2624
 EY2624|---------------------------------------------------------------------|
 EY2624| PID    Reference Object                     Distance      Geod. Az  |
 EY2624|                                                           dddmmss.s |
 EY2624| EY2582 LIONEL                              APPROX. 2.1 KM 0481511.9 |
 EY2624|---------------------------------------------------------------------|
 EY2624
 EY2624                          SUPERSEDED SURVEY CONTROL
 EY2624
 EY2624  NAD 83(1986)-  35 13 37.08433(N)    077 38 22.96396(W) AD(       ) 2
 EY2624  NAD 27      -  35 13 36.49091(N)    077 38 24.07012(W) AD(       ) 2
 EY2624  NGVD 29 (07/19/86)   23.0    (m)           75.     (f) VERT ANG    3  
 EY2624
 EY2624.Superseded values are not recommended for survey control.
 EY2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2624.See file dsdata.txt to determine how the superseded data were derived.
 EY2624
 EY2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5976001407(NAD 83)
 EY2624_MARKER: DE = TRAVERSE STATION DISK
 EY2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2624_STAMPING: ALEX 1976
 EY2624_MARK LOGO: NCGS  
 EY2624_PROJECTION: FLUSH
 EY2624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2624+STABILITY: SURFACE MOTION
 EY2624
 EY2624  HISTORY     - Date     Condition        Report By
 EY2624  HISTORY     - 1976     MONUMENTED       NCGS
 EY2624  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EY2624  HISTORY     - 19880315 SEE DESCRIPTION  NCGS
 EY2624  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 EY2624
 EY2624                          STATION DESCRIPTION
 EY2624
 EY2624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2624'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES SOUTHWEST OF KINSTON
 EY2624'AND 7.0 MILES NORTH-NORTHEAST OF DEEP RUN.
 EY2624'
 EY2624'TO REACH THE STATION FROM THE Y JUNCTION OF NC 11 AND NC 55 SOUTHWEST
 EY2624'OF KINSTON, PROCEED NORTHEAST ALONG NC 11 AND NC 55 FOR 0.4 MILE TO
 EY2624'STATION ON THE RIGHT, AT A POWER POLE BETWEEN TWO BRICK HOUSES (ALEX
 EY2624'GRADY RESIDENCE AND NATHAN GRADY RESIDENCE), AND 0.1 MILE NORTHEAST
 EY2624'OF INTERSECTION WITH SR 1842.
 EY2624'
 EY2624'STATION MARK IS A STANDARD DISK STAMPED---ALEX 1976---, SET IN THE TOP
 EY2624'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  MARK
 EY2624'IS 26.2 FEET SOUTHEAST OF THE CENTERLINE OF NC 11 AND NC 55, 93.2 FEET
 EY2624'NORTHEAST OF THE CENTERLINE OF CONCRETE DRIVE TO NATHAN GRADY
 EY2624'RESIDENCE, 4.0 FEET NORTHWEST OF POWER POLE NO. 485 WITH TRANSFORMER
 EY2624'AND REFERENCE TAG, 33.6 FEET SOUTH OF ALEX GRADYS MAILBOX AND 52.3
 EY2624'FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
 EY2624
 EY2624                          STATION RECOVERY (1986)
 EY2624
 EY2624'RECOVERY NOTE BY US POWER SQUADRON 1986 (WHD)
 EY2624'MARK NOT FOUND.
 EY2624
 EY2624                          STATION RECOVERY (1988)
 EY2624
 EY2624'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EY2624'MARK WAS SEARCHED FOR AND NOT FOUND--HAS PROBABLY BEEN LOST DUE TO
 EY2624'HIGHWAY IMPROVEMENTS.
 EY2624
 EY2624                          STATION RECOVERY (2004)
 EY2624
 EY2624'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2566 ***********************************************************************
 FY2566  DESIGNATION -  ALEX
 FY2566  PID         -  FY2566
 FY2566  STATE/COUNTY-  NC/FRANKLIN
 FY2566  USGS QUAD   -  CENTERVILLE (1978)
 FY2566
 FY2566                         *CURRENT SURVEY CONTROL
 FY2566  ___________________________________________________________________
 FY2566* NAD 83(2001)-  36 10 56.62959(N)    078 02 32.83686(W)     ADJUSTED  
 FY2566* NAVD 88     -        87.7    (meters)     288.     (feet)  VERTCON   
 FY2566  ___________________________________________________________________
 FY2566  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FY2566  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 FY2566  HORZ ORDER  -  SECOND
 FY2566
 FY2566.The horizontal coordinates were established by classical geodetic methods
 FY2566.and adjusted by the National Geodetic Survey in August 2005.
 FY2566
 FY2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2566
 FY2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2566
 FY2566.The geoid height was determined by GEOID03.
 FY2566
 FY2566;                    North         East     Units Scale Factor Converg.
 FY2566;SPC NC       -   270,254.652   695,736.836   MT  1.00000443   +0 33 09.6
 FY2566;SPC NC       -   886,660.47  2,282,596.60   sFT  1.00000443   +0 33 09.6
 FY2566;UTM  17      - 4,008,234.006   765,977.451   MT  1.00047176   +1 44 49.3
 FY2566;UTM  18      - 4,008,470.330   226,384.334   MT  1.00052255   -1 47 50.1
 FY2566
 FY2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2566!SPC NC       -   0.99999158  x   1.00000443  =   0.99999601
 FY2566!UTM  17      -   0.99999158  x   1.00047176  =   1.00046334
 FY2566!UTM  18      -   0.99999158  x   1.00052255  =   1.00051413
 FY2566
 FY2566:                Primary Azimuth Mark                     Grid Az
 FY2566:SPC NC       -  WESTER                                   069 56 53.0
 FY2566:UTM  17      -  WESTER                                   068 45 13.3
 FY2566:UTM  18      -  WESTER                                   072 17 52.7
 FY2566
 FY2566|---------------------------------------------------------------------|
 FY2566| PID    Reference Object                     Distance      Geod. Az  |
 FY2566|                                                           dddmmss.s |
 FY2566| FY2578 WESTER                              APPROX. 0.5 KM 0703002.6 |
 FY2566| FY2573 LARRY                               APPROX. 0.5 KM 2701654.5 |
 FY2566|---------------------------------------------------------------------|
 FY2566
 FY2566                          SUPERSEDED SURVEY CONTROL
 FY2566
 FY2566  NAD 83(1993)-  36 10 56.63028(N)    078 02 32.83842(W) AD(       ) 2
 FY2566  NAD 83(1986)-  36 10 56.62791(N)    078 02 32.84593(W) AD(       ) 2
 FY2566  NAD 27      -  36 10 56.08206(N)    078 02 33.89000(W) AD(       ) 2
 FY2566  NGVD 29 (07/19/86)   88.0    (m)          289.     (f) VERT ANG    3  
 FY2566
 FY2566.Superseded values are not recommended for survey control.
 FY2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2566.See file dsdata.txt to determine how the superseded data were derived.
 FY2566
 FY2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6597708234(NAD 83)
 FY2566_MARKER: DE = TRAVERSE STATION DISK
 FY2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2566_STAMPING: ALEX 1969
 FY2566_MARK LOGO: NCGS  
 FY2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2566+STABILITY: SURFACE MOTION
 FY2566
 FY2566  HISTORY     - Date     Condition        Report By
 FY2566  HISTORY     - 1969     MONUMENTED       NCGS
 FY2566  HISTORY     - 1985     GOOD             USPSQD
 FY2566
 FY2566                          STATION DESCRIPTION
 FY2566
 FY2566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2566'ALEX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2566'THE VICINITY OF LOUISBURG, NORTH CAROLINA.
 FY2566'
 FY2566'ALEX IS LOCATED APPROXIMATELY 15.6 MILES NORTHEAST OF
 FY2566'LOUISBURG.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY2566'NC 561 AND SR 1449 IN THE COMMUNITY OF WOOD, GO EAST ON NC 561
 FY2566'FOR 0.85 MILE TO STATION ON RIGHT NEXT TO TREE LINE AND HIGHWAY
 FY2566'AND 0.35 MILE WEST OF SR 1447.
 FY2566'
 FY2566'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2566'ALEX 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2566'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2566'
 FY2566'MARK IS
 FY2566'
 FY2566'40.6 FT S OF C/L OF NC 561
 FY2566'
 FY2566'37.2 FT ENE OF 10 INCH PINE WITH ALUMINUM REF. TAG
 FY2566'
 FY2566'20.1 FT N OF 12 INCH PINE WITH ALUMINUM REF. TAG
 FY2566'
 FY2566'45.9 FT W OF 8 INCH OAK
 FY2566
 FY2566                          STATION RECOVERY (1985)
 FY2566
 FY2566'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6458 ***********************************************************************
 EZ6458  DESIGNATION -  ALEX
 EZ6458  PID         -  EZ6458
 EZ6458  STATE/COUNTY-  NC/DURHAM
 EZ6458  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ6458
 EZ6458                         *CURRENT SURVEY CONTROL
 EZ6458  ___________________________________________________________________
 EZ6458* NAD 83(2001)-  35 55 07.43602(N)    078 51 41.92047(W)     ADJUSTED  
 EZ6458* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 EZ6458  ___________________________________________________________________
 EZ6458  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 EZ6458  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EZ6458  HORZ ORDER  -  SECOND
 EZ6458
 EZ6458.The horizontal coordinates were established by classical geodetic methods
 EZ6458.and adjusted by the National Geodetic Survey in August 2005.
 EZ6458
 EZ6458.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6458
 EZ6458.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6458
 EZ6458.The geoid height was determined by GEOID03.
 EZ6458
 EZ6458;                    North         East     Units Scale Factor Converg.
 EZ6458;SPC NC       -   240,592.547   622,087.891   MT  0.99994023   +0 04 47.5
 EZ6458;SPC NC       -   789,344.05  2,040,966.69   sFT  0.99994023   +0 04 47.5
 EZ6458;UTM  17      - 3,977,047.387   692,936.515   MT  1.00005870   +1 15 17.4
 EZ6458
 EZ6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6458!SPC NC       -   0.99998782  x   0.99994023  =   0.99992805
 EZ6458!UTM  17      -   0.99998782  x   1.00005870  =   1.00004652
 EZ6458
 EZ6458                          SUPERSEDED SURVEY CONTROL
 EZ6458
 EZ6458  NAD 83(1986)-  35 55 07.43994(N)    078 51 41.93111(W) AD(       ) 2
 EZ6458  NGVD 29 (03/03/92)  109.5    (m)          359.     (f) VERT ANG    3  
 EZ6458
 EZ6458.Superseded values are not recommended for survey control.
 EZ6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6458.See file dsdata.txt to determine how the superseded data were derived.
 EZ6458
 EZ6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9293777047(NAD 83)
 EZ6458_MARKER: DE = TRAVERSE STATION DISK
 EZ6458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6458_STAMPING: ALEX 1984
 EZ6458_MARK LOGO: NCGS  
 EZ6458_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6458+STABILITY: SURFACE MOTION
 EZ6458
 EZ6458  HISTORY     - Date     Condition        Report By
 EZ6458  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6458  HISTORY     - 19880115 GOOD             NCGS
 EZ6458  HISTORY     - 1989     GOOD             USPSQD
 EZ6458
 EZ6458                          STATION DESCRIPTION
 EZ6458
 EZ6458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6458'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) SOUTHEAST OF DURHAM AND
 EZ6458'10.9 KM (6.8 MI) NORTH-NORTHWEST OF MORRISVILLE.
 EZ6458'
 EZ6458'ALONG NORTH-SOUTH FREEWAY, 0.9 KM (0.55 MI) NORTH-NORTHEAST OF
 EZ6458'CORNWALLIS ROAD (SR 1121) OVERPASS, AT NORTH END OF GUARD RAIL OR
 EZ6458'0.6 KM (0.4 MI)
 EZ6458'SOUTH-SOUTHWEST OF ALEXANDER DRIVE (SR 2028) OVERPASS.
 EZ6458'
 EZ6458'THE STATION IS A STANDARD NCGS DISK STAMPED---ALEX 1984---,
 EZ6458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6458'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ6458'8.7 METERS (28.6 FT) EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EZ6458'1.7 METERS (5.7 FT) NORTHEAST OF END OF GUARD RAIL,
 EZ6458'28.7 METERS (93.2 FT) EAST-NORTHEAST OF NORTH END OF MEDIAN SPILLWAY,
 EZ6458'25.5 METERS (83.7 FT) NORTH OF EAST END OF HIGHWAY CULVERT--AND
 EZ6458'15.9 METERS (52.3 FT) WEST-NORTHWEST OF 4 INCH PINE AND
 EZ6458'28.6 METERS (93.8 FT) SOUTHWEST OF 10 INCH PINE--BOTH WITH
 EZ6458'REFERENCE TAGS.
 EZ6458'
 EZ6458'MARK IS LEVEL WITH HIGHWAY.
 EZ6458
 EZ6458                          STATION RECOVERY (1988)
 EZ6458
 EZ6458'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ6458'RECOVERED AS DESCRIBED.
 EZ6458
 EZ6458                          STATION RECOVERY (1989)
 EZ6458
 EZ6458'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ)
 EZ6458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4483 ***********************************************************************
 FY4483  DESIGNATION -  ALEX
 FY4483  PID         -  FY4483
 FY4483  STATE/COUNTY-  NC/ALAMANCE
 FY4483  USGS QUAD   -  MEBANE (1994)
 FY4483
 FY4483                         *CURRENT SURVEY CONTROL
 FY4483  ___________________________________________________________________
 FY4483* NAD 83(2001)-  36 01 47.84766(N)    079 20 51.24140(W)     ADJUSTED  
 FY4483* NAVD 88     -       183.6    (meters)     602.     (feet)  VERTCON   
 FY4483  ___________________________________________________________________
 FY4483  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FY4483  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FY4483  HORZ ORDER  -  SECOND
 FY4483
 FY4483.The horizontal coordinates were established by classical geodetic methods
 FY4483.and adjusted by the National Geodetic Survey in August 2005.
 FY4483
 FY4483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4483
 FY4483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4483
 FY4483.The geoid height was determined by GEOID03.
 FY4483
 FY4483;                    North         East     Units Scale Factor Converg.
 FY4483;SPC NC       -   252,979.505   578,276.319   MT  0.99996471   -0 12 02.2
 FY4483;SPC NC       -   829,983.59  1,897,228.22   sFT  0.99996471   -0 12 02.2
 FY4483;UTM  17      - 3,988,534.222   648,879.920   MT  0.99987312   +0 58 19.8
 FY4483
 FY4483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4483!SPC NC       -   0.99997593  x   0.99996471  =   0.99994064
 FY4483!UTM  17      -   0.99997593  x   0.99987312  =   0.99984906
 FY4483
 FY4483                          SUPERSEDED SURVEY CONTROL
 FY4483
 FY4483  NAD 83(1993)-  36 01 47.85155(N)    079 20 51.25024(W) AD(       ) 2
 FY4483  NAD 83(1986)-  36 01 47.85004(N)    079 20 51.24949(W) AD(       ) 2
 FY4483  NGVD 29 (07/16/92)  183.8    (m)          603.     (f) VERT ANG    3  
 FY4483
 FY4483.Superseded values are not recommended for survey control.
 FY4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4483.See file dsdata.txt to determine how the superseded data were derived.
 FY4483
 FY4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4888088534(NAD 83)
 FY4483_MARKER: DE = TRAVERSE STATION DISK
 FY4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4483_STAMPING: ALEX 1983
 FY4483_MARK LOGO: NCGS  
 FY4483_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4483+STABILITY: SURFACE MOTION
 FY4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY4483+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 FY4483
 FY4483  HISTORY     - Date     Condition        Report By
 FY4483  HISTORY     - 1983     MONUMENTED       NCGS
 FY4483  HISTORY     - 20020701 GOOD             NCGS
 FY4483  HISTORY     - 20041028 GOOD             USPSQD
 FY4483  HISTORY     - 20051103 GOOD             USPSQD
 FY4483
 FY4483                          STATION DESCRIPTION
 FY4483
 FY4483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FY4483'THE STATION IS LOCATED ABOUT 0.7 MILE
 FY4483'NORTHEAST OF SWEPSONVILLE AND 4.0 MILES SOUTHEAST OF GRAHAM.
 FY4483'
 FY4483'ALONG NC 54, 3.10 MILES EAST OF I-85 OVERPASS (IN GRAHAM), IN
 FY4483'NORTHWEST CORNER OF ALEXANDER WILSON ELEMENTARY SCHOOL YARD.
 FY4483'
 FY4483'THE STATION IS A STANDARD NCGS DISK
 FY4483'STAMPED---ALEX 1983---,
 FY4483'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4483'25 CM IN DIAMETER FLUSH WITH GROUND.
 FY4483'LOCATED
 FY4483'19.3 METERS (63.4 FT) NORTHEAST OF CENTERLINE OF HIGHWAY,
 FY4483'9.5 METERS (31.0 FT) EAST-SOUTHEAST OF SOUTH END OF STEEL GUARD RAIL,
 FY4483'31.2 METERS (102.4 FT) NORTH-NORTHWEST OF RIGHT-OF-WAY MARKER,
 FY4483'36.3 METERS (119.2 FT) NORTH-NORTHWEST OF CULVERT OF PARKING LOT
 FY4483'DRAIN--AND
 FY4483'18.1 METERS (59.5 FT) WEST OF 10 INCH DOGWOOD AND
 FY4483'20.7 METERS (68.0 FT) SOUTH-SOUTHWEST OF 20 INCH ASH--BOTH WITH
 FY4483'REFERENCE TAGS.
 FY4483'
 FY4483'MARK IS 3 FEET ABOVE HIGHWAY.
 FY4483
 FY4483                          STATION RECOVERY (2002)
 FY4483
 FY4483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY4483'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS ABOUT
 FY4483'0.15 MI (0.24 KM) NORTH OF NC 119 AND RECESSED 4-INCHES. LOCATED 5.5
 FY4483'FT (1.7 M) WEST-SOUTHWEST OF A 9-INCH PEAR TREE (THE NORTHERNMOST OF
 FY4483'TEN), 9.6 FT (2.9 M) EAST OF POWER POLE (189719 082992 30K) WITH
 FY4483'REFERENCE TAG AND 58.6 FT (17.9 M) SOUTHEAST OF THE SOUTHERN END OF A
 FY4483'METAL GUARD RAIL. DOGWOOD AND ASH ARE GONE.
 FY4483
 FY4483                          STATION RECOVERY (2004)
 FY4483
 FY4483'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY4483'RECOVERED IN GOOD CONDITION.
 FY4483
 FY4483                          STATION RECOVERY (2005)
 FY4483
 FY4483'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY4483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7494 ***********************************************************************
 AC7494  DESIGNATION -  ALEX
 AC7494  PID         -  AC7494
 AC7494  STATE/COUNTY-  NC/CARTERET
 AC7494  USGS QUAD   -  SWANSBORO (1994)
 AC7494
 AC7494                         *CURRENT SURVEY CONTROL
 AC7494  ___________________________________________________________________
 AC7494* NAD 83(2007)-  34 39 42.99560(N)    077 03 41.26196(W)     ADJUSTED  
 AC7494* NAVD 88     -         4.709  (meters)      15.45   (feet)  ADJUSTED  
 AC7494  ___________________________________________________________________
 AC7494  EPOCH DATE  -        2002.00
 AC7494  X           -   1,175,912.561 (meters)                     COMP
 AC7494  Y           -  -5,118,480.869 (meters)                     COMP
 AC7494  Z           -   3,607,064.375 (meters)                     COMP
 AC7494  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AC7494  ELLIP HEIGHT-         -32.452 (meters)          (02/10/07) ADJUSTED
 AC7494  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 AC7494  DYNAMIC HT  -           4.704 (meters)      15.43  (feet)  COMP
 AC7494
 AC7494  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7494  Type    PID    Designation                      North   East  Ellip
 AC7494  -------------------------------------------------------------------
 AC7494  NETWORK AC7494 ALEX                              0.65   0.61   1.49
 AC7494  -------------------------------------------------------------------
 AC7494  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 AC7494
 AC7494  VERT ORDER  -  SECOND    CLASS II
 AC7494
 AC7494.The horizontal coordinates were established by GPS observations
 AC7494.and adjusted by the National Geodetic Survey in February 2007.
 AC7494
 AC7494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7494.The horizontal coordinates are valid at the epoch date displayed above.
 AC7494.The epoch date for horizontal control is a decimal equivalence
 AC7494.of Year/Month/Day.
 AC7494
 AC7494.The orthometric height was determined by differential leveling
 AC7494.and adjusted in May 1997.
 AC7494
 AC7494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7494
 AC7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7494
 AC7494.The ellipsoidal height was determined by GPS observations
 AC7494.and is referenced to NAD 83.
 AC7494
 AC7494.The geoid height was determined by GEOID03.
 AC7494
 AC7494.The dynamic height is computed by dividing the NAVD 88
 AC7494.geopotential number by the normal gravity value computed on the
 AC7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7494.degrees latitude (g = 980.6199 gals.).
 AC7494
 AC7494.The modeled gravity was interpolated from observed gravity values.
 AC7494
 AC7494;                    North         East     Units Scale Factor Converg.
 AC7494;SPC NC       -   102,897.963   787,266.983   MT  0.99992521   +1 07 07.9
 AC7494;SPC NC       -   337,591.07  2,582,891.76   sFT  0.99992521   +1 07 07.9
 AC7494;UTM  18      - 3,837,488.053   311,103.328   MT  1.00003981   -1 10 22.0
 AC7494
 AC7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7494!SPC NC       -   1.00000509  x   0.99992521  =   0.99993030
 AC7494!UTM  18      -   1.00000509  x   1.00003981  =   1.00004490
 AC7494
 AC7494:                Primary Azimuth Mark                     Grid Az
 AC7494:SPC NC       -  ERIC GPS                                 342 06 48.8
 AC7494:UTM  18      -  ERIC GPS                                 344 24 18.7
 AC7494
 AC7494|---------------------------------------------------------------------|
 AC7494| PID    Reference Object                     Distance      Geod. Az  |
 AC7494|                                                           dddmmss.s |
 AC7494| EA3913 ERIC GPS                            APPROX. 0.5 KM 3431356.7 |
 AC7494|---------------------------------------------------------------------|
 AC7494
 AC7494                          SUPERSEDED SURVEY CONTROL
 AC7494
 AC7494  NAD 83(2001)-  34 39 42.99653(N)    077 03 41.26051(W) AD(       ) 1
 AC7494  ELLIP H (03/13/03)  -32.442  (m)                       GP(       ) 4 2
 AC7494  NAD 83(1986)-  34 39 43.00847(N)    077 03 41.27098(W) AD(       ) 1
 AC7494  NAVD 88 (12/16/97)    4.71   (m)           15.5    (f) LEVELING    3  
 AC7494
 AC7494.Superseded values are not recommended for survey control.
 AC7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7494.See file dsdata.txt to determine how the superseded data were derived.
 AC7494
 AC7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1110337488(NAD 83)
 AC7494_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7494_STAMPING: ALEX 1992
 AC7494_MARK LOGO: NCGS  
 AC7494_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7494+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7494
 AC7494  HISTORY     - Date     Condition        Report By
 AC7494  HISTORY     - 1992     MONUMENTED       NCGS
 AC7494  HISTORY     - 20030205 GOOD             USPSQD
 AC7494  HISTORY     - 20050728 GOOD             USPSQD
 AC7494
 AC7494                          STATION DESCRIPTION
 AC7494
 AC7494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7494'STATION IS LOCATED IN WESTERN EMERALD ISLE.$ALONG NC 58 (EMERALD
 AC7494'DRIVE) FOR 1.70 MI (2.74 KM) WEST FROM THE POST OFFICE IN EMERALD
 AC7494'ISLE, ON THE WEST SIDE ON NC 58, ABOUT 0.4 MI (0.6 KM) SOUTH OF THE
 AC7494'SOUTH END OF THE HIGH RISE BRIDGE OVER BOGUE SOUND AND 0.1 MI (0.2 KM)
 AC7494'NORTH OF COAST GUARD ROAD.$MARK IS FLUSH WITH GROUND AND LEVEL WITH NC
 AC7494'58. LOCATED 80.7 FT (24.6 M) SOUTHWEST OF THE CENTERLINE OF NC 58,
 AC7494'10.0 FT (3.0 M) NORTHEAST OF A METAL FLAG POLE--AND 30.1 FT (9.2 M)
 AC7494'EAST-SOUTHEAST OF A POWER POLE, 2.4 FT (0.7 M) SOUTHWEST OF THE
 AC7494'EASTERN MOST SIGN POST (WELCOME TO EMERALD ISLE), 28.2 FT (8.6 M)
 AC7494'NORTHEAST OF 9-INCH PINE--ALL WITH REFERENCE TAGS.
 AC7494
 AC7494                          STATION RECOVERY (2003)
 AC7494
 AC7494'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7494'RECOVERED IN GOOD CONDITION.
 AC7494
 AC7494                          STATION RECOVERY (2005)
 AC7494
 AC7494'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5962 ***********************************************************************
 AE5962  DESIGNATION -  ALEX
 AE5962  PID         -  AE5962
 AE5962  STATE/COUNTY-  NC/PAMLICO
 AE5962  USGS QUAD   -  VANDEMERE (1993)
 AE5962
 AE5962                         *CURRENT SURVEY CONTROL
 AE5962  ___________________________________________________________________
 AE5962* NAD 83(2001)-  35 07 36.04112(N)    076 44 29.15868(W)     ADJUSTED  
 AE5962* NAVD 88     -         2.470  (meters)       8.10   (feet)  ADJUSTED  
 AE5962  ___________________________________________________________________
 AE5962  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AE5962  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE5962  DYNAMIC HT  -           2.468 (meters)       8.10  (feet)  COMP
 AE5962  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 AE5962
 AE5962  HORZ ORDER  -  SECOND
 AE5962  VERT ORDER  -  SECOND    CLASS II
 AE5962
 AE5962.The horizontal coordinates were established by classical geodetic methods
 AE5962.and adjusted by the National Geodetic Survey in August 2005.
 AE5962
 AE5962.The orthometric height was determined by differential leveling
 AE5962.and adjusted in June 1998.
 AE5962
 AE5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5962
 AE5962.The geoid height was determined by GEOID03.
 AE5962
 AE5962.The dynamic height is computed by dividing the NAVD 88
 AE5962.geopotential number by the normal gravity value computed on the
 AE5962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5962.degrees latitude (g = 980.6199 gals.).
 AE5962
 AE5962.The modeled gravity was interpolated from observed gravity values.
 AE5962
 AE5962;                    North         East     Units Scale Factor Converg.
 AE5962;SPC NC       -   155,056.278   815,419.912   MT  0.99987496   +1 18 12.9
 AE5962;SPC NC       -   508,713.81  2,675,256.83   sFT  0.99987496   +1 18 12.9
 AE5962;UTM  18      - 3,888,479.018   341,328.327   MT  0.99991029   -1 00 07.9
 AE5962
 AE5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5962!SPC NC       -   1.00000548  x   0.99987496  =   0.99988044
 AE5962!UTM  18      -   1.00000548  x   0.99991029  =   0.99991577
 AE5962
 AE5962                          SUPERSEDED SURVEY CONTROL
 AE5962
 AE5962  NAD 83(1986)-  35 07 36.05122(N)    076 44 29.16918(W) AD(       ) 2
 AE5962  NGVD 29 (04/29/98)    2.81   (m)            9.2    (f) LEVELING    3  
 AE5962
 AE5962.Superseded values are not recommended for survey control.
 AE5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5962.See file dsdata.txt to determine how the superseded data were derived.
 AE5962
 AE5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4132888479(NAD 83)
 AE5962_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5962_STAMPING: ALEX 1984
 AE5962_MARK LOGO: NCGS  
 AE5962_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5962+STABILITY: SURFACE MOTION
 AE5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5962+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AE5962
 AE5962  HISTORY     - Date     Condition        Report By
 AE5962  HISTORY     - 1984     MONUMENTED       NCGS
 AE5962  HISTORY     - 20050702 GOOD             USPSQD
 AE5962
 AE5962                          STATION DESCRIPTION
 AE5962
 AE5962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5962'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF BAYBORO AND
 AE5962'11.6 KM (7.20 MI) NORTH-NORTHWEST OF ORIENTAL. ALONG NC 55 FOR 3.7 KM
 AE5962'(2.30 MI) SOUTHEAST OF THE PAMLICO COUNTY COURTHOUSE IN BAYBORO, OR
 AE5962'0.2 KM (0.10 MI) NORTH-NORTHWEST OF A HIGHWAY BRIDGE OVER ALLIGATOR
 AE5962'CREEK, BETWEEN TWO BRICK HOUSES, AND OPPOSITE A SMALL CEMETARY. MARK
 AE5962'IS RECESSED 2 INCHES BELOW GROUND AND 2 FEET (0.6 M) HIGHER THAN
 AE5962'HIGHWAY. LOCATED 19.3 M (63.3 FT) WEST OF THE CENTERLINE OF THE
 AE5962'HIGHWAY, 22.5 M (73.8 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 AE5962'BRICK HOUSE, 42.0 M (137.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 AE5962'OF A CARPORT, 1.8 M (5.9 FT) NORTH OF THE CENTER OF A DITCH, AND 7.3 M
 AE5962'(24.0 FT) EAST OF A 24-INCH PINE WITH A REFERENCE TAG.
 AE5962
 AE5962                          STATION RECOVERY (2005)
 AE5962
 AE5962'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGM)
 AE5962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4761 ***********************************************************************
 AH4761  DESIGNATION -  ALEX
 AH4761  PID         -  AH4761
 AH4761  STATE/COUNTY-  NC/JOHNSTON
 AH4761  USGS QUAD   -  EDMONDSON (1993)
 AH4761
 AH4761                         *CURRENT SURVEY CONTROL
 AH4761  ___________________________________________________________________
 AH4761* NAD 83(2007)-  35 32 49.94983(N)    078 34 49.00867(W)     ADJUSTED  
 AH4761* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AH4761  ___________________________________________________________________
 AH4761  EPOCH DATE  -        2002.00
 AH4761  X           -   1,028,663.542 (meters)                     COMP
 AH4761  Y           -  -5,092,556.055 (meters)                     COMP
 AH4761  Z           -   3,687,460.350 (meters)                     COMP
 AH4761  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 AH4761  ELLIP HEIGHT-          50.701 (meters)          (02/10/07) ADJUSTED
 AH4761  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4761
 AH4761  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4761  Type    PID    Designation                      North   East  Ellip
 AH4761  -------------------------------------------------------------------
 AH4761  NETWORK AH4761 ALEX                              0.92   0.73   1.43
 AH4761  -------------------------------------------------------------------
 AH4761
 AH4761.The horizontal coordinates were established by GPS observations
 AH4761.and adjusted by the National Geodetic Survey in February 2007.
 AH4761
 AH4761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4761.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4761.The horizontal coordinates are valid at the epoch date displayed above.
 AH4761.The epoch date for horizontal control is a decimal equivalence
 AH4761.of Year/Month/Day.
 AH4761
 AH4761.The orthometric height was determined by GPS observations and a
 AH4761.high-resolution geoid model.
 AH4761
 AH4761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4761
 AH4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4761
 AH4761.The ellipsoidal height was determined by GPS observations
 AH4761.and is referenced to NAD 83.
 AH4761
 AH4761.The geoid height was determined by GEOID03.
 AH4761
 AH4761;                    North         East     Units Scale Factor Converg.
 AH4761;SPC NC       -   199,445.933   647,655.391   MT  0.99988584   +0 14 32.1
 AH4761;SPC NC       -   654,348.87  2,124,849.40   sFT  0.99988584   +0 14 32.1
 AH4761;UTM  17      - 3,936,422.812   719,344.721   MT  1.00019293   +1 24 26.4
 AH4761
 AH4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4761!SPC NC       -   0.99999204  x   0.99988584  =   0.99987788
 AH4761!UTM  17      -   0.99999204  x   1.00019293  =   1.00018497
 AH4761
 AH4761:                Primary Azimuth Mark                     Grid Az
 AH4761:SPC NC       -  RECREECH AZ MK                           051 22 31.5
 AH4761:UTM  17      -  RECREECH AZ MK                           050 12 37.2
 AH4761
 AH4761|---------------------------------------------------------------------|
 AH4761| PID    Reference Object                     Distance      Geod. Az  |
 AH4761|                                                           dddmmss.s |
 AH4761| AH4759 RECREECH AZ MK                      491.883 METERS 0513703.6 |
 AH4761|---------------------------------------------------------------------|
 AH4761
 AH4761                          SUPERSEDED SURVEY CONTROL
 AH4761
 AH4761  NAD 83(2001)-  35 32 49.95001(N)    078 34 49.00856(W) AD(       ) 1
 AH4761  ELLIP H (03/13/03)   50.707  (m)                       GP(       ) 4 2
 AH4761  NAD 83(1986)-  35 32 49.95624(N)    078 34 49.01858(W) AD(       ) 1
 AH4761
 AH4761.Superseded values are not recommended for survey control.
 AH4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4761.See file dsdata.txt to determine how the superseded data were derived.
 AH4761
 AH4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1934536423(NAD 83)
 AH4761_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4761_STAMPING: ALEX 1990
 AH4761_MARK LOGO: NCGS  
 AH4761_PROJECTION: FLUSH
 AH4761_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4761+STABILITY: SURFACE MOTION
 AH4761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4761+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH4761
 AH4761  HISTORY     - Date     Condition        Report By
 AH4761  HISTORY     - 1990     MONUMENTED       NCGS
 AH4761
 AH4761                          STATION DESCRIPTION
 AH4761
 AH4761'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 AH4761'STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH OF BENSON, 2.0 MI
 AH4761'(3.2 KM) NORTH OF MCGEE CROSSROADS. ALONG I-40 FOR 2.5 MI (4.0 KM)
 AH4761'NORTH FROM THE UNDERPASS OF NC 210 (EXIT 318 INTERCHANGE), OR ABOUT
 AH4761'1000 FT (304.8 M) SOUTH OF MILEPOST 316, ON TOP OF BANK IN WEST
 AH4761'RIGHT-OF-WAY AND ON PROLONGATION OF THE CENTERLINE OF SR 1523 (DEAD
 AH4761'END RD). MARK IS 4-FEET HIGHER THAN HIGHWAY AND RECESSED 2 INCHES
 AH4761'BELOW GROUND. LOCATED 59.1 FT (18.0 M) WEST OF THE CENTERLINE OF
 AH4761'SOUTHBOUND LANES, 148.9 FT (45.4 M) SOUTH OF A RIGHT-OF-WAY FIBERGLASS
 AH4761'WITNESS POST AT A T-INTERSECTION OF RIGHT-OF-WAY FENCES--AND 33.4 FT
 AH4761'(10.2 M) NORTHEAST OF A FENCE POST, 26.7 FT (8.1 M) EAST OF A FENCE
 AH4761'BRACE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2345 ***********************************************************************
 AI2345  DESIGNATION -  ALEX
 AI2345  PID         -  AI2345
 AI2345  STATE/COUNTY-  NC/GUILFORD
 AI2345  USGS QUAD   -  LAKE BRANDT (1994)
 AI2345
 AI2345                         *CURRENT SURVEY CONTROL
 AI2345  ___________________________________________________________________
 AI2345* NAD 83(2007)-  36 08 23.27164(N)    079 45 33.64046(W)     ADJUSTED  
 AI2345* NAVD 88     -       249.204  (meters)     817.60   (feet)  ADJUSTED  
 AI2345  ___________________________________________________________________
 AI2345  EPOCH DATE  -        2002.00
 AI2345  X           -     916,834.651 (meters)                     COMP
 AI2345  Y           -  -5,074,888.711 (meters)                     COMP
 AI2345  Z           -   3,740,858.642 (meters)                     COMP
 AI2345  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 AI2345  ELLIP HEIGHT-         218.118 (meters)          (02/10/07) ADJUSTED
 AI2345  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AI2345  DYNAMIC HT  -         248.995 (meters)     816.91  (feet)  COMP
 AI2345
 AI2345  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2345  Type    PID    Designation                      North   East  Ellip
 AI2345  -------------------------------------------------------------------
 AI2345  NETWORK AI2345 ALEX                              0.47   0.37   0.88
 AI2345  -------------------------------------------------------------------
 AI2345  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 AI2345
 AI2345  VERT ORDER  -  SECOND    CLASS II
 AI2345
 AI2345.The horizontal coordinates were established by GPS observations
 AI2345.and adjusted by the National Geodetic Survey in February 2007.
 AI2345
 AI2345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2345.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2345.The horizontal coordinates are valid at the epoch date displayed above.
 AI2345.The epoch date for horizontal control is a decimal equivalence
 AI2345.of Year/Month/Day.
 AI2345
 AI2345.The orthometric height was determined by differential leveling
 AI2345.and adjusted in May 2001.
 AI2345.No vertical observational check was made to the station.
 AI2345
 AI2345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2345
 AI2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2345
 AI2345.The ellipsoidal height was determined by GPS observations
 AI2345.and is referenced to NAD 83.
 AI2345
 AI2345.The geoid height was determined by GEOID03.
 AI2345
 AI2345.The dynamic height is computed by dividing the NAVD 88
 AI2345.geopotential number by the normal gravity value computed on the
 AI2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2345.degrees latitude (g = 980.6199 gals.).
 AI2345
 AI2345.The modeled gravity was interpolated from observed gravity values.
 AI2345
 AI2345;                    North         East     Units Scale Factor Converg.
 AI2345;SPC NC       -   265,373.701   541,258.125   MT  0.99999261   -0 26 17.8
 AI2345;SPC NC       -   870,646.88  1,775,777.70   sFT  0.99999261   -0 26 17.8
 AI2345;UTM  17      - 4,000,167.032   611,622.320   MT  0.99975352   +0 43 54.3
 AI2345
 AI2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2345!SPC NC       -   0.99996577  x   0.99999261  =   0.99995838
 AI2345!UTM  17      -   0.99996577  x   0.99975352  =   0.99971930
 AI2345
 AI2345                          SUPERSEDED SURVEY CONTROL
 AI2345
 AI2345  NAD 83(2001)-  36 08 23.27215(N)    079 45 33.63988(W) AD(       ) 1
 AI2345  ELLIP H (03/13/03)  218.117  (m)                       GP(       ) 4 2
 AI2345  NAD 83(1986)-  36 08 23.27872(N)    079 45 33.64730(W) AD(       ) 1
 AI2345  NAVD 88 (11/03/99)  249.20   (m)          817.6    (f) LEVELING    3  
 AI2345
 AI2345.Superseded values are not recommended for survey control.
 AI2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2345.See file dsdata.txt to determine how the superseded data were derived.
 AI2345
 AI2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1162200167(NAD 83)
 AI2345_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2345_STAMPING: ALEX 1994
 AI2345_MARK LOGO: NCGS  
 AI2345_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2345+STABILITY: SURFACE MOTION
 AI2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2345+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AI2345
 AI2345  HISTORY     - Date     Condition        Report By
 AI2345  HISTORY     - 1994     MONUMENTED       NCGS
 AI2345  HISTORY     - 20031105 GOOD             USPSQD
 AI2345  HISTORY     - 20060221 GOOD             USPSQD
 AI2345
 AI2345                          STATION DESCRIPTION
 AI2345
 AI2345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2345'STATION IS LOCATED IN BRIGHTWOOD-BUSICK COMMUNITY OF GREENSBORO, ABOUT
 AI2345'5.0 MI (8.0 KM) NORTH-NORTHEAST OF THE COURTHOUSE. ALONG SOUTHERN
 AI2345'WEBBING MILL ROAD FOR 0.4 MI (0.6 KM) SOUTH FROM SR 2359 (LEES CHAPEL
 AI2345'RD) TO ALEXANDRA DRIVE, IN THE SOUTHEAST QUADRANT OF THE
 AI2345'T-INTERSECTION. MARK IS LEVEL WITH THE ROAD AND IS RECESSED 1 INCH
 AI2345'BELOW THE GROUND. LOCATED 12.5 FT (3.8 M) EAST OF THE CENTERLINE OF
 AI2345'THE MILL ROAD, 85.6 FT (26.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AI2345'ALEXANDRA DRIVE, 22.1 FT (6.7 M) NORTH OF THE EAST END OF A ROAD
 AI2345'CULVERT, 21.3 FT (6.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN
 AI2345'LINK FENCE, 61.7 FT (18.8 M) SOUTHWEST OF A FIRE HYDRANT, AND 76.4
 AI2345'NORTHWEST OF THE NORTHWEST CORNER OF PORCH OF FRAME HOUSE.
 AI2345
 AI2345                          STATION RECOVERY (2003)
 AI2345
 AI2345'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLS)
 AI2345'RECOVERED IN GOOD CONDITION.
 AI2345
 AI2345                          STATION RECOVERY (2006)
 AI2345
 AI2345'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0384 ***********************************************************************
 FA0384  DESIGNATION -  ALEXANDER
 FA0384  PID         -  FA0384
 FA0384  STATE/COUNTY-  NC/MECKLENBURG
 FA0384  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA0384
 FA0384                         *CURRENT SURVEY CONTROL
 FA0384  ___________________________________________________________________
 FA0384* NAD 83(2001)-  35 08 50.86693(N)    080 47 25.30307(W)     ADJUSTED  
 FA0384* NAVD 88     -       202.852  (meters)     665.52   (feet)  ADJUSTED  
 FA0384  ___________________________________________________________________
 FA0384  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FA0384  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA0384  DYNAMIC HT  -         202.667 (meters)     664.92  (feet)  COMP
 FA0384  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 FA0384
 FA0384  HORZ ORDER  -  SECOND
 FA0384  VERT ORDER  -  SECOND    CLASS 0
 FA0384
 FA0384.The horizontal coordinates were established by classical geodetic methods
 FA0384.and adjusted by the National Geodetic Survey in August 2005.
 FA0384
 FA0384.The orthometric height was determined by differential leveling
 FA0384.and adjusted in June 1991.
 FA0384
 FA0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0384
 FA0384.The geoid height was determined by GEOID03.
 FA0384
 FA0384.The dynamic height is computed by dividing the NAVD 88
 FA0384.geopotential number by the normal gravity value computed on the
 FA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0384.degrees latitude (g = 980.6199 gals.).
 FA0384
 FA0384.The modeled gravity was interpolated from observed gravity values.
 FA0384
 FA0384;                    North         East     Units Scale Factor Converg.
 FA0384;SPC NC       -   156,491.425   446,485.469   MT  0.99987424   -1 02 00.0
 FA0384;SPC NC       -   513,422.28  1,464,844.41   sFT  0.99987424   -1 02 00.0
 FA0384;UTM  17      - 3,889,416.465   519,095.449   MT  0.99960449   +0 07 14.5
 FA0384
 FA0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0384!SPC NC       -   0.99997291  x   0.99987424  =   0.99984716
 FA0384!UTM  17      -   0.99997291  x   0.99960449  =   0.99957741
 FA0384
 FA0384:                Primary Azimuth Mark                     Grid Az
 FA0384:SPC NC       -  LANSDOWNE                                144 20 17.5
 FA0384:UTM  17      -  LANSDOWNE                                143 11 03.0
 FA0384
 FA0384|---------------------------------------------------------------------|
 FA0384| PID    Reference Object                     Distance      Geod. Az  |
 FA0384|                                                           dddmmss.s |
 FA0384| FA2415 LANSDOWNE                           APPROX. 0.6 KM 1431817.5 |
 FA0384| FA2394 CEDAR                               456.562 METERS 3274957.2 |
 FA0384|---------------------------------------------------------------------|
 FA0384
 FA0384                          SUPERSEDED SURVEY CONTROL
 FA0384
 FA0384  NAD 83(1986)-  35 08 50.88424(N)    080 47 25.31188(W) AD(       ) 2
 FA0384  NAD 27      -  35 08 50.36284(N)    080 47 26.05507(W) AD(       ) 2
 FA0384  NGVD 29 (??/??/92)  203.082  (m)          666.28   (f) ADJ UNCH    2 0
 FA0384
 FA0384.Superseded values are not recommended for survey control.
 FA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0384.See file dsdata.txt to determine how the superseded data were derived.
 FA0384
 FA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1909589416(NAD 83)
 FA0384_MARKER: DE = TRAVERSE STATION DISK
 FA0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0384_STAMPING: ALEXANDER 1962
 FA0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0384+STABILITY: SURFACE MOTION
 FA0384
 FA0384  HISTORY     - Date     Condition        Report By
 FA0384  HISTORY     - 1962     MONUMENTED       NCGS
 FA0384  HISTORY     - 1972     GOOD             NCGS
 FA0384  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0384  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0384
 FA0384                          STATION DESCRIPTION
 FA0384
 FA0384'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA0384'ALEXANDER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON
 FA0384'LINE 2, CHARLOTTE, NORTH CAROLINA.  LINE 2 IS FROM
 FA0384'N. C. STATION REA (NEAR USC AND GS PROVIDENCE) TO N. C. STATION
 FA0384'BANK (NEAR USC AND GS CHARLOTTE).
 FA0384'
 FA0384'STATION IS 6.3 MILES SSE OF THE CENTER OF CHARLOTTE.  TO
 FA0384'REACH STATION GO SOUTH ON NC 16 (PROVIDENCE RD.) TO STATION
 FA0384'ON CENTER OF MEDIAN STRIP AT HOUSE NUMBER 4915 AND 400 FT S
 FA0384'OF SR 3613.
 FA0384'
 FA0384'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0384'ALEXANDER 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA0384'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0384'
 FA0384'MARK IS
 FA0384'
 FA0384'19.0 FT W OF C/L OF NORTHBOUND LANE OF NC 16
 FA0384'
 FA0384'74.20 FT NW OF 3 NAILS IN TELEPHONE POLE 104
 FA0384'
 FA0384'54.90 FT W OF 3 NAILS IN 14 INCH W OAK
 FA0384'
 FA0384'65.60 FT SW OF 3 NAILS IN 24 INCH OAK
 FA0384'
 FA0384'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0384
 FA0384                          STATION RECOVERY (1972)
 FA0384
 FA0384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0384'4.3 MI NW FROM MATTHEWS.
 FA0384'STATION IS ABOUT 3.3 MI. NNW ALONG NC 16 (PROVIDENCE RD.) FROM
 FA0384'JUNCTION WITH NC 51, 0.6 MI. SE OF INTERSECTION OF NC 16 AND
 FA0384'SARDIS RD., AND APPROXIMATELY 400 FEET S OF SR 3613, IN MEDIAN
 FA0384'AT HOUSE NUMBER 4915, AND SE OF FUTURE LOCATION OF THE PLAZA
 FA0384'CHURCH OF CHRIST, 19.0 FT WSW OF C/L OF N BOUND LANE OF NC 16,
 FA0384'54.9 FT W OF ALUMINUM REF. TAG IN 14 INCH WHITE OAK, 65.6 FT
 FA0384'SSW OF ALUMINUM REF. TAG IN 24 INCH OAK AND 74.2 FT WNW OF
 FA0384'ALUMINUM REF. TAG IN PP 104.  DISK IS SET IN CONCRETE CYLINDER,
 FA0384'FLUSH WITH THE GROUND.
 FA0384
 FA0384                          STATION RECOVERY (1988)
 FA0384
 FA0384'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0384'MARK NOT FOUND.
 FA0384
 FA0384                          STATION RECOVERY (1989)
 FA0384
 FA0384'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1402 ***********************************************************************
 EC1402  DESIGNATION -  ALEXANDER
 EC1402  PID         -  EC1402
 EC1402  STATE/COUNTY-  NC/UNION
 EC1402  USGS QUAD   -  MARSHVILLE (1988)
 EC1402
 EC1402                         *CURRENT SURVEY CONTROL
 EC1402  ___________________________________________________________________
 EC1402* NAD 83(2001)-  34 55 14.85744(N)    080 18 48.14788(W)     ADJUSTED  
 EC1402* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 EC1402  ___________________________________________________________________
 EC1402  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EC1402  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EC1402  HORZ ORDER  -  SECOND
 EC1402
 EC1402.The horizontal coordinates were established by classical geodetic methods
 EC1402.and adjusted by the National Geodetic Survey in August 2005.
 EC1402
 EC1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1402
 EC1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1402
 EC1402.The geoid height was determined by GEOID03.
 EC1402
 EC1402;                    North         East     Units Scale Factor Converg.
 EC1402;SPC NC       -   130,670.303   489,607.056   MT  0.99988918   -0 45 28.9
 EC1402;SPC NC       -   428,707.49  1,606,319.15   sFT  0.99988918   -0 45 28.9
 EC1402;SPC SC       -   342,617.522   672,342.696   MT  1.00003226   +0 22 50.4
 EC1402;SPC SC       - 1,124,073.23  2,205,848.74   iFT  1.00003226   +0 22 50.4
 EC1402;UTM  17      - 3,864,474.575   562,716.559   MT  0.99964848   +0 23 35.0
 EC1402
 EC1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1402!SPC NC       -   0.99998084  x   0.99988918  =   0.99987003
 EC1402!SPC SC       -   0.99998084  x   1.00003226  =   1.00001310
 EC1402!UTM  17      -   0.99998084  x   0.99964848  =   0.99962933
 EC1402
 EC1402:                Primary Azimuth Mark                     Grid Az
 EC1402:SPC NC       -  BUD                                      048 31 30.4
 EC1402:SPC SC       -  BUD                                      047 23 11.1
 EC1402:UTM  17      -  BUD                                      047 22 26.5
 EC1402
 EC1402|---------------------------------------------------------------------|
 EC1402| PID    Reference Object                     Distance      Geod. Az  |
 EC1402|                                                           dddmmss.s |
 EC1402| EC1400 BUD                                 439.150 METERS 0474601.5 |
 EC1402| EC1404 HI RIDGE                            APPROX. 1.5 KM 2132127.6 |
 EC1402|---------------------------------------------------------------------|
 EC1402
 EC1402                          SUPERSEDED SURVEY CONTROL
 EC1402
 EC1402  NAD 83(1986)-  34 55 14.87130(N)    080 18 48.15520(W) AD(       ) 2
 EC1402  NAD 27      -  34 55 14.31577(N)    080 18 48.92950(W) AD(       ) 2
 EC1402  NGVD 29 (07/19/86)  152.8    (m)          501.     (f) VERT ANG    3  
 EC1402
 EC1402.Superseded values are not recommended for survey control.
 EC1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1402.See file dsdata.txt to determine how the superseded data were derived.
 EC1402
 EC1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6271764475(NAD 83)
 EC1402_MARKER: DE = TRAVERSE STATION DISK
 EC1402_SETTING: 0 = UNSPECIFIED SETTING
 EC1402_STAMPING: ALEXANDER 1975
 EC1402_MARK LOGO: NCGS  
 EC1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC1402
 EC1402  HISTORY     - Date     Condition        Report By
 EC1402  HISTORY     - 1975     MONUMENTED       NCGS
 EC1402  HISTORY     - 19980501 POOR             USPSQD
 EC1402
 EC1402                          STATION DESCRIPTION
 EC1402
 EC1402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EC1402'ALEXANDER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EC1402'IN THE VICINITY OF MARSHVILLE, NORTH CAROLINA.
 EC1402'
 EC1402'ALEXANDER IS LOCATED APPROXIMATELY 5.5 MILES SSE OF MARSHVILLE,
 EC1402'5.6 MILES SSW OF PEACHLAND, AND 13.9 MILES ESE OF MONROE.  TO
 EC1402'REACH STATION FROM INTERSECTION OF U.S. 74 WITH SR 1005 IN
 EC1402'MARSHVILLE, PROCEED SOUTH ALONG SR 1005 FOR 3.1 MILES TO
 EC1402'STURDIVANTS CROSSROADS, TURN LEFT AND CONTINUE EAST ALONG SR 1003
 EC1402'FOR 0.2 MILE TO INTERSECTION WITH SR 1905 (N), TURN LEFT AND
 EC1402'PROCEED NORTH ALONG SR 1905 FOR 1.2 MILES TO SR 1906, AND
 EC1402'STATION ON LEFT OF THE Y-INTERSECTION NEAR A PP.
 EC1402'
 EC1402'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EC1402'ALEXANDER 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE
 EC1402'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EC1402'
 EC1402'MARK IS 53.8 FT NNW OF C/L OF INTERSECTION OF SR 1905 WITH SR
 EC1402'1906 (AT DIRT DRIVEWAY LEADING TO ONE STORY BROWN SHINGLE HOUSE)
 EC1402'
 EC1402'32.3 FT NNE OF C/L OF GRAVEL ROAD LEADING NW
 EC1402'
 EC1402'2.9 FT SSE OF PP WITH ALUMINUM REF. TAG
 EC1402'
 EC1402'11.3 FT WNW OF EASTERNMOST GUY WIRE ROD FOR PP
 EC1402'
 EC1402'18.7 FT S OF NORTHERNMOST GUY WIRE ROD FOR PP
 EC1402
 EC1402                          STATION RECOVERY (1998)
 EC1402
 EC1402'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1402'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2567 ***********************************************************************
 EA2567  DESIGNATION -  ALEXANDER
 EA2567  PID         -  EA2567
 EA2567  STATE/COUNTY-  NC/PENDER
 EA2567  USGS QUAD   -  TOPSAIL (1970)
 EA2567
 EA2567                         *CURRENT SURVEY CONTROL
 EA2567  ___________________________________________________________________
 EA2567* NAD 83(2001)-  34 23 34.72878(N)    077 37 31.83143(W)     ADJUSTED  
 EA2567* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2567  ___________________________________________________________________
 EA2567  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EA2567  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EA2567  HORZ ORDER  -  THIRD
 EA2567
 EA2567.The horizontal coordinates were established by classical geodetic methods
 EA2567.and adjusted by the National Geodetic Survey in August 2005.
 EA2567
 EA2567.The orthometric height was scaled from a topographic map.
 EA2567
 EA2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2567
 EA2567.The geoid height was determined by GEOID03.
 EA2567
 EA2567;                    North         East     Units Scale Factor Converg.
 EA2567;SPC NC       -    72,203.004   735,989.505   MT  0.99998401   +0 47 35.9
 EA2567;SPC NC       -   236,886.02  2,414,658.90   sFT  0.99998401   +0 47 35.9
 EA2567;UTM  18      - 3,808,855.372   258,631.377   MT  1.00031817   -1 29 01.6
 EA2567
 EA2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2567!SPC NC       -   1.00000575  x   0.99998401  =   0.99998976
 EA2567!UTM  18      -   1.00000575  x   1.00031817  =   1.00032392
 EA2567
 EA2567:                Primary Azimuth Mark                     Grid Az
 EA2567:SPC NC       -  ATKINSON RESET                           051 46 58.8
 EA2567:UTM  18      -  ATKINSON RESET                           054 03 36.3
 EA2567
 EA2567|---------------------------------------------------------------------|
 EA2567| PID    Reference Object                     Distance      Geod. Az  |
 EA2567|                                                           dddmmss.s |
 EA2567| EA2481 ATKINSON RESET                      APPROX. 1.1 KM 0523434.7 |
 EA2567|---------------------------------------------------------------------|
 EA2567
 EA2567                          SUPERSEDED SURVEY CONTROL
 EA2567
 EA2567  NAD 83(1986)-  34 23 34.74301(N)    077 37 31.84459(W) AD(       ) 3
 EA2567  NAD 27      -  34 23 34.13700(N)    077 37 32.94000(W) AD(       ) 3
 EA2567
 EA2567.Superseded values are not recommended for survey control.
 EA2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2567.See file dsdata.txt to determine how the superseded data were derived.
 EA2567
 EA2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5863108855(NAD 83)
 EA2567_MARKER: DS = TRIANGULATION STATION DISK
 EA2567_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2567_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2567_MARK LOGO: CGS   
 EA2567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2567
 EA2567  HISTORY     - Date     Condition        Report By
 EA2567  HISTORY     - 1914     MONUMENTED       CGS
 EA2567  HISTORY     - 1941     SEE DESCRIPTION  USE
 EA2567  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2567
 EA2567                          STATION DESCRIPTION
 EA2567
 EA2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2567'STATION IS LOCATED AT THE INLAND SHORE OF TOPSAIL SOUND, ABOUT
 EA2567'2-1/2 MILES NORTHEASTERLY FROM NEW TOPSAIL INLET, ON A POINT
 EA2567'ABOUT 120 YARDS E OF ALEXANDERS LANDING, ABOUT AT HIGH-WATER MARK.
 EA2567'
 EA2567'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2567'AT THE CENTER OF THE TOP OF A TILE.
 EA2567'
 EA2567'THERE IS A BLAZED OAK TREE ABOUT 10 YARDS W OF THE STATION.
 EA2567
 EA2567                          STATION RECOVERY (1941)
 EA2567
 EA2567'RECOVERY NOTE BY US ENGINEERS 1941
 EA2567'MONUMENT WAS FOUND ON SURFACE OF GROUND, IN VICINITY OF
 EA2567'DESCRIBED LOCATION.
 EA2567
 EA2567                          STATION RECOVERY (1964)
 EA2567
 EA2567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2567'DESTROYED.  MONUMENT REPORTED FOUND ON THE SURFACE OF THE
 EA2567'GROUND BY USE IN 1941.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3471 ***********************************************************************
 EZ3471  DESIGNATION -  ALEXANDER
 EZ3471  PID         -  EZ3471
 EZ3471  STATE/COUNTY-  NC/RICHMOND
 EZ3471  USGS QUAD   -  PINEBLUFF (1982)
 EZ3471
 EZ3471                         *CURRENT SURVEY CONTROL
 EZ3471  ___________________________________________________________________
 EZ3471* NAD 83(2001)-  35 03 04.23558(N)    079 29 32.92190(W)     ADJUSTED  
 EZ3471* NAVD 88     -        95.64   (+/-2cm)     313.8    (feet)  VERTCON   
 EZ3471  ___________________________________________________________________
 EZ3471  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EZ3471  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EZ3471  HORZ ORDER  -  FIRST
 EZ3471  VERT ORDER  -  THIRD ? (See Below)
 EZ3471
 EZ3471.The horizontal coordinates were established by classical geodetic methods
 EZ3471.and adjusted by the National Geodetic Survey in August 2005.
 EZ3471
 EZ3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3471.The vertical order pertains to the NGVD 29 superseded value.
 EZ3471
 EZ3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3471
 EZ3471.The geoid height was determined by GEOID03.
 EZ3471
 EZ3471;                    North         East     Units Scale Factor Converg.
 EZ3471;SPC NC       -   144,450.971   564,677.421   MT  0.99987869   -0 17 03.3
 EZ3471;SPC NC       -   473,919.56  1,852,612.51   sFT  0.99987869   -0 17 03.3
 EZ3471;UTM  17      - 3,879,757.254   637,483.591   MT  0.99983295   +0 51 57.3
 EZ3471
 EZ3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3471!SPC NC       -   0.99998999  x   0.99987869  =   0.99986868
 EZ3471!UTM  17      -   0.99998999  x   0.99983295  =   0.99982294
 EZ3471
 EZ3471|---------------------------------------------------------------------|
 EZ3471| PID    Reference Object                     Distance      Geod. Az  |
 EZ3471|                                                           dddmmss.s |
 EZ3471| EZ5530 ALEXANDER RM                         22.340 METERS 15507     |
 EZ3471| EZ3478 RICHMOND                            APPROX. 0.6 KM 2493605.1 |
 EZ3471|---------------------------------------------------------------------|
 EZ3471
 EZ3471                          SUPERSEDED SURVEY CONTROL
 EZ3471
 EZ3471  NAD 83(1986)-  35 03 04.22773(N)    079 29 32.92026(W) AD(       ) 1
 EZ3471  NAD 27      -  35 03 03.66963(N)    079 29 33.77289(W) AD(       ) 1
 EZ3471  NGVD 29 (07/19/86)   95.89   (m)          314.6    (f) LEVELING    3  
 EZ3471
 EZ3471.Superseded values are not recommended for survey control.
 EZ3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3471.See file dsdata.txt to determine how the superseded data were derived.
 EZ3471
 EZ3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3748479757(NAD 83)
 EZ3471
 EZ3471  HISTORY     - Date     Condition        Report By
 EZ3471  HISTORY     - 1918     MONUMENTED       CGS
 EZ3471  HISTORY     - 1933     GOOD             CGS
 EZ3471  HISTORY     - 1972     GOOD             NGS
 EZ3471
 EZ3471                          STATION DESCRIPTION
 EZ3471
 EZ3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3471'ABOUT 3 MILES NORTH OF HOFFMAN, ON FIRST CURVE OF SEABOARD AIR LINE
 EZ3471'RAILWAY NORTH OF MILEPOST 236, AT INTERSECTION OF TANGENTS TO EAST
 EZ3471'RAIL FROM SOUTH AND WEST RAIL FROM NORTH, AND 9.87 METERS (32.4
 EZ3471'FEET) WEST OF WEST RAIL.  SURFACE MARK WAS STANDARD DISK STATION
 EZ3471'MARK IN CONCRETE.  MARK WAS NOT RECOVERED IN 1933.  UNDERGROUND
 EZ3471'MARK IS COPPER BOLT IN CONCRETE.  REFERENCE MARK IS STANDARD
 EZ3471'REFERENCE DISK IN CONCRETE, 10.33 METERS (33.9 FEET) EAST OF EAST
 EZ3471'RAIL, AND 22.34 METERS (73.3 FEET) FROM STATION S 24
 EZ3471'DEG 52 MIN E.  STATION RATLE
 EZ3471'IS VISIBLE FROM GROUND N 87 DEG 15 MIN E.
 EZ3471
 EZ3471                          STATION RECOVERY (1972)
 EZ3471
 EZ3471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JDB)
 EZ3471'ALEXANDER RECOVERED IN GOOD CONDITION.
 EZ3471'
 EZ3471'STATION IS 0.3 MI. N OF MILEPOST 236, 48.0 FEET W OF W RAIL, 53.9
 EZ3471'FEET N OF ALUMINUM REF. TAG ON TELEPHONE POLE, AND 32.6 FEET E OF
 EZ3471'ALUMINUM REF. TAG ON 6 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4451 ***********************************************************************
 FX4451  DESIGNATION -  ALEXANDER
 FX4451  PID         -  FX4451
 FX4451  STATE/COUNTY-  NC/PERQUIMANS
 FX4451  USGS QUAD   -  CHAPANOKE (1982)
 FX4451
 FX4451                         *CURRENT SURVEY CONTROL
 FX4451  ___________________________________________________________________
 FX4451* NAD 83(2001)-  36 15 28.29975(N)    076 22 45.45258(W)     ADJUSTED  
 FX4451* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 FX4451  ___________________________________________________________________
 FX4451  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FX4451  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 FX4451  HORZ ORDER  -  SECOND
 FX4451
 FX4451.The horizontal coordinates were established by classical geodetic methods
 FX4451.and adjusted by the National Geodetic Survey in August 2005.
 FX4451
 FX4451.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4451
 FX4451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4451
 FX4451.The geoid height was determined by GEOID03.
 FX4451
 FX4451;                    North         East     Units Scale Factor Converg.
 FX4451;SPC NC       -   281,321.814   845,101.183   MT  1.00002673   +1 30 45.3
 FX4451;SPC NC       -   922,969.98  2,772,636.13   sFT  1.00002673   +1 30 45.3
 FX4451;UTM  18      - 4,013,431.804   376,089.983   MT  0.99978917   -0 48 57.0
 FX4451
 FX4451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4451!SPC NC       -   1.00000555  x   1.00002673  =   1.00003228
 FX4451!UTM  18      -   1.00000555  x   0.99978917  =   0.99979472
 FX4451
 FX4451                          SUPERSEDED SURVEY CONTROL
 FX4451
 FX4451  NAD 83(1993)-  36 15 28.31565(N)    076 22 45.46330(W) AD(       ) 2
 FX4451  NAD 83(1986)-  36 15 28.31675(N)    076 22 45.47076(W) AD(       ) 2
 FX4451  NGVD 29 (11/01/90)    1.9    (m)            6.     (f) VERT ANG    3  
 FX4451
 FX4451.Superseded values are not recommended for survey control.
 FX4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4451.See file dsdata.txt to determine how the superseded data were derived.
 FX4451
 FX4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7609013432(NAD 83)
 FX4451_MARKER: DE = TRAVERSE STATION DISK
 FX4451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4451_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4451+STABILITY: SURFACE MOTION
 FX4451
 FX4451  HISTORY     - Date     Condition        Report By
 FX4451  HISTORY     - 1977     MONUMENTED       NCGS
 FX4451  HISTORY     - 19960421 MARK NOT FOUND   USPSQD
 FX4451
 FX4451                          STATION DESCRIPTION
 FX4451
 FX4451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LWA)
 FX4451'THE STATION IS LOCATED IN THE COMMUNITY OF CHAPANOKE AND APPROXIMATELY
 FX4451'6.5 MILES NORTHEAST OF HERTFORD.
 FX4451'
 FX4451'TO REACH THE STATION FROM THE NORTH END OF US 17 BYPASS BRIDGE OVER
 FX4451'THE PERQUIMANS RIVER AT HERTFORD, PROCEED NORTH ALONG US 17 FOR 7.2
 FX4451'MILES TO THE INTERSECTION WITH SR 1224, THENCE NORTHWEST ALONG SR 1224
 FX4451'FOR 2.7 MILES TO STATION ON RIGHT, ACROSS DITCH AT WOODS LINE AND ON
 FX4451'PROJECTION OF THE NORTH SIDE OF SMALL 1 STORY FRAME RESIDENCE OF
 FX4451'E. ALEXANDER.
 FX4451'
 FX4451'STATION MARK IS A STANDARD DISK STAMPED---ALEXANDER 1977---SET IN TOP
 FX4451'OF A CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS 24.5 FEET
 FX4451'EAST-NORTHEAST OF THE CENTERLINE OF SR 1224, 56.7 FEET EAST-SOUTHEAST
 FX4451'OF SOUTH END OF CULVERT, 15.5 FEET NORTH-NORTHWEST OF 12 INCH GUM WITH
 FX4451'REFERENCE TAG AND 20.2 FEET SOUTHWEST OF 8 INCH MAPLE WITH REFERENCE
 FX4451'TAG, 75.4 FEET EAST-SOUTHEAST OF TELEPHONE SERVICE POLE 23 WITH
 FX4451'PEDESTAL AND REFERENCE TAG AND 28.9 FEET NORTHWEST OF 18 INCH GUM
 FX4451'WITH REFERENCE TAG.
 FX4451
 FX4451                          STATION RECOVERY (1996)
 FX4451
 FX4451'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6528 ***********************************************************************
 EZ6528  DESIGNATION -  ALEXANDER
 EZ6528  PID         -  EZ6528
 EZ6528  STATE/COUNTY-  NC/WAKE
 EZ6528  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6528
 EZ6528                         *CURRENT SURVEY CONTROL
 EZ6528  ___________________________________________________________________
 EZ6528* NAD 83(2001)-  35 48 23.98826(N)    078 38 50.75026(W)     ADJUSTED  
 EZ6528* NAVD 88     -        94.5    (meters)     310.     (feet)  VERTCON   
 EZ6528  ___________________________________________________________________
 EZ6528  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 EZ6528  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 EZ6528  HORZ ORDER  -  SECOND
 EZ6528
 EZ6528.The horizontal coordinates were established by classical geodetic methods
 EZ6528.and adjusted by the National Geodetic Survey in August 2005.
 EZ6528
 EZ6528.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6528
 EZ6528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6528
 EZ6528.The geoid height was determined by GEOID03.
 EZ6528
 EZ6528;                    North         East     Units Scale Factor Converg.
 EZ6528;SPC NC       -   228,206.547   641,464.949   MT  0.99991939   +0 12 12.6
 EZ6528;SPC NC       -   748,707.65  2,104,539.59   sFT  0.99991939   +0 12 12.6
 EZ6528;UTM  17      - 3,965,058.953   712,566.813   MT  1.00015681   +1 22 36.8
 EZ6528
 EZ6528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6528!SPC NC       -   0.99999031  x   0.99991939  =   0.99990970
 EZ6528!UTM  17      -   0.99999031  x   1.00015681  =   1.00014712
 EZ6528
 EZ6528                          SUPERSEDED SURVEY CONTROL
 EZ6528
 EZ6528  NAD 83(1986)-  35 48 23.99186(N)    078 38 50.75889(W) AD(       ) 2
 EZ6528  NGVD 29 (12/28/92)   94.8    (m)          311.     (f) VERT ANG    3  
 EZ6528
 EZ6528.Superseded values are not recommended for survey control.
 EZ6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6528.See file dsdata.txt to determine how the superseded data were derived.
 EZ6528
 EZ6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1256765059(NAD 83)
 EZ6528_MARKER: DE = TRAVERSE STATION DISK
 EZ6528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ6528_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6528+STABILITY: SURFACE MOTION
 EZ6528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6528+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2008
 EZ6528
 EZ6528  HISTORY     - Date     Condition        Report By
 EZ6528  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6528  HISTORY     - 1988     GOOD             USPSQD
 EZ6528  HISTORY     - 20051212 GOOD             USPSQD
 EZ6528  HISTORY     - 20081231 GOOD             GEOCAC
 EZ6528
 EZ6528                          STATION DESCRIPTION
 EZ6528
 EZ6528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6528'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI)
 EZ6528'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH.
 EZ6528'
 EZ6528'TO REACH THE STATION FROM THE GLENWOOD AVENUE OVERPASS OF WADE
 EZ6528'AVENUE, GO NORTHWEST FOR 1.0 KM (0.65 MI) ON GLENWOOD AVENUE TO
 EZ6528'STATION AT ALEXANDER ROAD IN MEDIAN CURB.
 EZ6528'
 EZ6528'THE STATION IS A STANDARD NCGS DISK
 EZ6528'STAMPED---ALEXANDER 1983---,
 EZ6528'SET INTO DRILLED HOLE,
 EZ6528'3.63 METERS (11.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF SOUTH
 EZ6528'BOUND LANES OF AVENUE,
 EZ6528'8.84 METERS (29.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 EZ6528'NORTHBOUND LANES OF AVENUE AND
 EZ6528'7.19 METERS (23.6 FT) NORTH FROM THE CENTERLINE OF CROSSOVER FOR
 EZ6528'ALEXANDER ROAD.
 EZ6528'
 EZ6528'THE MARK IS LEVEL WITH HIGHWAY.
 EZ6528
 EZ6528                          STATION RECOVERY (1988)
 EZ6528
 EZ6528'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ6528'RECOVERED IN GOOD CONDITION.
 EZ6528
 EZ6528                          STATION RECOVERY (2005)
 EZ6528
 EZ6528'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6528'RECOVERED IN GOOD CONDITION.
 EZ6528
 EZ6528                          STATION RECOVERY (2008)
 EZ6528
 EZ6528'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ6528'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ3032 ***********************************************************************
 FZ3032  DESIGNATION -  ALEXANDER
 FZ3032  PID         -  FZ3032
 FZ3032  STATE/COUNTY-  NC/WATAUGA
 FZ3032  USGS QUAD   -  BOONE (1994)
 FZ3032
 FZ3032                         *CURRENT SURVEY CONTROL
 FZ3032  ___________________________________________________________________
 FZ3032* NAD 83(2007)-  36 14 02.08608(N)    081 43 47.84942(W)     ADJUSTED  
 FZ3032* NAVD 88     -       974.1    (meters)    3196.     (feet)  VERTCON   
 FZ3032  ___________________________________________________________________
 FZ3032  EPOCH DATE  -        2002.00
 FZ3032  X           -     740,979.848 (meters)                     COMP
 FZ3032  Y           -  -5,097,891.200 (meters)                     COMP
 FZ3032  Z           -   3,749,716.145 (meters)                     COMP
 FZ3032  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FZ3032  ELLIP HEIGHT-         943.084 (meters)          (02/10/07) ADJUSTED
 FZ3032  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FZ3032
 FZ3032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ3032  Type    PID    Designation                      North   East  Ellip
 FZ3032  -------------------------------------------------------------------
 FZ3032  NETWORK FZ3032 ALEXANDER                         0.65   0.71   1.16
 FZ3032  -------------------------------------------------------------------
 FZ3032
 FZ3032.The horizontal coordinates were established by GPS observations
 FZ3032.and adjusted by the National Geodetic Survey in February 2007.
 FZ3032
 FZ3032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ3032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ3032.The horizontal coordinates are valid at the epoch date displayed above.
 FZ3032.The epoch date for horizontal control is a decimal equivalence
 FZ3032.of Year/Month/Day.
 FZ3032
 FZ3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ3032
 FZ3032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ3032
 FZ3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ3032
 FZ3032.The ellipsoidal height was determined by GPS observations
 FZ3032.and is referenced to NAD 83.
 FZ3032
 FZ3032.The geoid height was determined by GEOID03.
 FZ3032
 FZ3032;                    North         East     Units Scale Factor Converg.
 FZ3032;SPC NC       -   278,929.953   364,213.224   MT  1.00001946   -1 34 32.3
 FZ3032;SPC NC       -   915,122.69  1,194,922.89   sFT  1.00001946   -1 34 32.3
 FZ3032;UTM  17      - 4,010,140.299   434,404.899   MT  0.99965301   -0 25 53.3
 FZ3032
 FZ3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ3032!SPC NC       -   0.99985201  x   1.00001946  =   0.99987147
 FZ3032!UTM  17      -   0.99985201  x   0.99965301  =   0.99950507
 FZ3032
 FZ3032:                Primary Azimuth Mark                     Grid Az
 FZ3032:SPC NC       -  ALEXANDER AZ MK                          121 29 08.5
 FZ3032:UTM  17      -  ALEXANDER AZ MK                          120 20 29.5
 FZ3032
 FZ3032|---------------------------------------------------------------------|
 FZ3032| PID    Reference Object                     Distance      Geod. Az  |
 FZ3032|                                                           dddmmss.s |
 FZ3032| FZ3033 ALEXANDER AZ MK                     APPROX. 0.5 KM 1195436.2 |
 FZ3032|---------------------------------------------------------------------|
 FZ3032
 FZ3032                          SUPERSEDED SURVEY CONTROL
 FZ3032
 FZ3032  NAD 83(2001)-  36 14 02.08652(N)    081 43 47.84886(W) AD(       ) 1
 FZ3032  ELLIP H (03/27/03)  943.057  (m)                       GP(       ) 4 2
 FZ3032  NAD 83(1995)-  36 14 02.08690(N)    081 43 47.84853(W) AD(       ) 1
 FZ3032  NAD 83(1993)-  36 14 02.09220(N)    081 43 47.85230(W) AD(       ) 1
 FZ3032  NAD 83(1986)-  36 14 02.09733(N)    081 43 47.85529(W) AD(       ) 1
 FZ3032  NGVD 29 (09/17/93)  974.2    (m)         3196.     (f) GPS OBS     3  
 FZ3032
 FZ3032.Superseded values are not recommended for survey control.
 FZ3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ3032.See file dsdata.txt to determine how the superseded data were derived.
 FZ3032
 FZ3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3440510140(NAD 83)
 FZ3032_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ3032_SP_SET: CONCRETE POST
 FZ3032_STAMPING: ALEXANDER 1990
 FZ3032_MARK LOGO: NCGS  
 FZ3032_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ3032+STABILITY: SURFACE MOTION
 FZ3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ3032+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ3032
 FZ3032  HISTORY     - Date     Condition        Report By
 FZ3032  HISTORY     - 1990     MONUMENTED       NCGS
 FZ3032
 FZ3032                          STATION DESCRIPTION
 FZ3032
 FZ3032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ3032'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) WEST-NORTHWEST OF BOONE, IN
 FZ3032'LOVILL COMMUNITY.
 FZ3032'ALONG US 421 FOR 0.6 MI (1.0 KM) WEST FROM JUNCTION WITH US 321-421
 FZ3032'TRUCK ROUTE, AT THE FIRST CHRISTIAN CHURCH, ABOUT MIDWAY BETWEEN 2
 FZ3032'FENCE CORNERS.
 FZ3032'MARK IS 2 FEET LOWER THAN HIGHWAY AND RECESSED 3 INCHES BELOW GROUND.
 FZ3032'LOCATED 39.0 FT (11.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 FZ3032'HIGHWAY, 36.0 FT (11.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF PAVED
 FZ3032'DRIVE, 80.8 FT (24.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF CHURCH,
 FZ3032'9.3 FT (2.8 M) NORTHWEST OF THE FENCE--AND 20.3 FT (6.2 M)
 FZ3032'WEST-SOUTHWEST OF A CORNER FENCE POST, 16.2 FT (4.9 M) NORTH OF A
 FZ3032'CORNER FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4497 ***********************************************************************
 AE4497  DESIGNATION -  ALEXANDER
 AE4497  PID         -  AE4497
 AE4497  STATE/COUNTY-  NC/ROWAN
 AE4497  USGS QUAD   -  ENOCHVILLE (1993)
 AE4497
 AE4497                         *CURRENT SURVEY CONTROL
 AE4497  ___________________________________________________________________
 AE4497* NAD 83(2007)-  35 36 04.93979(N)    080 39 13.11523(W)     ADJUSTED  
 AE4497* NAVD 88     -       264.4    (meters)     867.     (feet)  GPS OBS   
 AE4497  ___________________________________________________________________
 AE4497  EPOCH DATE  -        2002.00
 AE4497  X           -     843,202.253 (meters)                     COMP
 AE4497  Y           -  -5,123,134.861 (meters)                     COMP
 AE4497  Z           -   3,692,454.531 (meters)                     COMP
 AE4497  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 AE4497  ELLIP HEIGHT-         233.145 (meters)          (02/10/07) ADJUSTED
 AE4497  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 AE4497
 AE4497  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4497  Type    PID    Designation                      North   East  Ellip
 AE4497  -------------------------------------------------------------------
 AE4497  NETWORK AE4497 ALEXANDER                         1.10   0.82   1.41
 AE4497  -------------------------------------------------------------------
 AE4497
 AE4497.The horizontal coordinates were established by GPS observations
 AE4497.and adjusted by the National Geodetic Survey in February 2007.
 AE4497
 AE4497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4497.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4497.The horizontal coordinates are valid at the epoch date displayed above.
 AE4497.The epoch date for horizontal control is a decimal equivalence
 AE4497.of Year/Month/Day.
 AE4497
 AE4497.The orthometric height was determined by GPS observations and a
 AE4497.high-resolution geoid model.
 AE4497
 AE4497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4497
 AE4497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4497
 AE4497.The ellipsoidal height was determined by GPS observations
 AE4497.and is referenced to NAD 83.
 AE4497
 AE4497.The geoid height was determined by GEOID03.
 AE4497
 AE4497;                    North         East     Units Scale Factor Converg.
 AE4497;SPC NC       -   206,622.256   459,779.164   MT  0.99989115   -0 57 16.0
 AE4497;SPC NC       -   677,893.18  1,508,458.81   sFT  0.99989115   -0 57 16.0
 AE4497;UTM  17      - 3,939,791.472   531,372.726   MT  0.99961213   +0 12 05.9
 AE4497
 AE4497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4497!SPC NC       -   0.99996341  x   0.99989115  =   0.99985456
 AE4497!UTM  17      -   0.99996341  x   0.99961213  =   0.99957555
 AE4497
 AE4497:                Primary Azimuth Mark                     Grid Az
 AE4497:SPC NC       -  ALEXANDER AZ MK                          359 16 22.0
 AE4497:UTM  17      -  ALEXANDER AZ MK                          358 07 00.1
 AE4497
 AE4497|---------------------------------------------------------------------|
 AE4497| PID    Reference Object                     Distance      Geod. Az  |
 AE4497|                                                           dddmmss.s |
 AE4497| AE4557 ALEXANDER AZ MK                     402.708 METERS 3581906.0 |
 AE4497|---------------------------------------------------------------------|
 AE4497
 AE4497                          SUPERSEDED SURVEY CONTROL
 AE4497
 AE4497  NAD 83(2001)-  35 36 04.93998(N)    080 39 13.11503(W) AD(       ) 1
 AE4497  ELLIP H (03/13/03)  233.151  (m)                       GP(       ) 4 2
 AE4497  NAD 83(1986)-  35 36 04.95139(N)    080 39 13.12213(W) AD(       ) 1
 AE4497  NGVD 29 (11/20/97)  264.6    (m)          868.     (f) GPS OBS     3  
 AE4497
 AE4497.Superseded values are not recommended for survey control.
 AE4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4497.See file dsdata.txt to determine how the superseded data were derived.
 AE4497
 AE4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3137339791(NAD 83)
 AE4497_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4497_STAMPING: ALEXANDER 1990
 AE4497_MARK LOGO: NCGS  
 AE4497_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4497+STABILITY: SURFACE MOTION
 AE4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4497+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4497
 AE4497  HISTORY     - Date     Condition        Report By
 AE4497  HISTORY     - 1990     MONUMENTED       NCGS
 AE4497
 AE4497                          STATION DESCRIPTION
 AE4497
 AE4497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4497'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST-NORTHWEST OF CHINA GROVE
 AE4497'AND 11.3 MI (18.2 KM) WEST-SOUTHWEST OF SALISBURY. PROCEED ALONG NC
 AE4497'152 FOR 0.05 MI (0.08 KM) WEST FROM NC 153, THENCE NORTH FOR 2.1 MI
 AE4497'(3.4 KM) ALONG SR 1350 (MILLBRIDGE ROAD) TO THE STATION, ON THE EAST
 AE4497'SIDE OF THE ROAD ON PROPERTY BELONGING TO MR ALEXANDER, OR 0.2 MI (0.3
 AE4497'KM) SOUTH OF SR 1211 (BROWN ROAD). MARK IS ABOUT 1 FOOT LOWER THAN THE
 AE4497'ROAD AND FLUSH WITH THE GROUND. LOCATED 34.1 FT (10.4 M) EAST OF THE
 AE4497'CENTERLINE OF SR 1350, 261.2 FT (79.6 M) SOUTH OF PEDESTAL NO.44,
 AE4497'17.88 FT (5.45 M) WEST OF A FIBERGLASS WITNESS POST, AND 20.18 FT
 AE4497'(6.15 M) NORTHWEST OF A FENCE POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8434 ***********************************************************************
 AE8434  DESIGNATION -  ALEXANDER
 AE8434  PID         -  AE8434
 AE8434  STATE/COUNTY-  NC/MONTGOMERY
 AE8434  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8434
 AE8434                         *CURRENT SURVEY CONTROL
 AE8434  ___________________________________________________________________
 AE8434* NAD 83(2001)-  35 14 17.43501(N)    080 01 32.10098(W)     ADJUSTED  
 AE8434* NAVD 88     -        93.78   (+/-2cm)     307.7    (feet)  VERTCON   
 AE8434  ___________________________________________________________________
 AE8434  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AE8434  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE8434  HORZ ORDER  -  SECOND
 AE8434  VERT ORDER  -  THIRD (See Below)
 AE8434
 AE8434.The horizontal coordinates were established by classical geodetic methods
 AE8434.and adjusted by the National Geodetic Survey in August 2005.
 AE8434
 AE8434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8434.The vertical order pertains to the NGVD 29 superseded value.
 AE8434
 AE8434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8434
 AE8434.The geoid height was determined by GEOID03.
 AE8434
 AE8434;                    North         East     Units Scale Factor Converg.
 AE8434;SPC NC       -   165,565.458   516,263.218   MT  0.99987262   -0 35 31.0
 AE8434;SPC NC       -   543,192.67  1,693,773.57   sFT  0.99987262   -0 35 31.0
 AE8434;UTM  17      - 3,899,891.454   588,660.131   MT  0.99969687   +0 33 44.1
 AE8434
 AE8434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8434!SPC NC       -   0.99999007  x   0.99987262  =   0.99986269
 AE8434!UTM  17      -   0.99999007  x   0.99969687  =   0.99968694
 AE8434
 AE8434                          SUPERSEDED SURVEY CONTROL
 AE8434
 AE8434  NAD 83(1986)-  35 14 17.44614(N)    080 01 32.11241(W) AD(       ) 2
 AE8434  NGVD 29 (04/08/98)   94.05   (m)          308.6    (f) LEVELING    3  
 AE8434
 AE8434.Superseded values are not recommended for survey control.
 AE8434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8434.See file dsdata.txt to determine how the superseded data were derived.
 AE8434
 AE8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8866099891(NAD 83)
 AE8434_MARKER: DE = TRAVERSE STATION DISK
 AE8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8434_STAMPING: ALEXANDER 1983
 AE8434_MARK LOGO: NCGS  
 AE8434_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8434+STABILITY: SURFACE MOTION
 AE8434
 AE8434  HISTORY     - Date     Condition        Report By
 AE8434  HISTORY     - 1983     MONUMENTED       NCGS
 AE8434
 AE8434                          STATION DESCRIPTION
 AE8434
 AE8434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8434'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF MT. GILEAD AND
 AE8434'ABOUT 8.5 KM (5.30 MI) EAST OF NORWOOD.$ALONG NC 73 FOR 3.0 KM (1.85
 AE8434'MI) NORTHWEST FROM NC 109 (IN MT. GILEAD) , IN THE WEST SHOULDER, OR
 AE8434'0.4 KM (0.25 MI) NORTHWEST OF CLARKS CREEK.$MARK IS RECESSED 4 INCHES
 AE8434'BELOW GROUND AND IS LEVEL WITH THE HIGHWAY. LOCATED 5.6 M (18.4 FT)
 AE8434'SOUTHWEST OF THE CENTERLINE OF NC 73, 13.5 M (44.3 FT) SOUTH-SOUTHEAST
 AE8434'OF THE SOUTHMOST END OF A CULVERT UNDER THE HIGHWAY--AND 12.5 M (41.0
 AE8434'FT) NORTH-NORTHWEST OF A 30-INCH PINE, 17.4 M (57.1 FT) EAST-NORTHEAST
 AE8434'OF A 26-INCH PINE, 18.8 M (61.7 FT) SOUTHEAST OF A 24-INCH PINE--ALL
 AE8434'THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8516 ***********************************************************************
 AE8516  DESIGNATION -  ALEXANDER
 AE8516  PID         -  AE8516
 AE8516  STATE/COUNTY-  NC/MCDOWELL
 AE8516  USGS QUAD   -  MARION EAST (1994)
 AE8516
 AE8516                         *CURRENT SURVEY CONTROL
 AE8516  ___________________________________________________________________
 AE8516* NAD 83(2007)-  35 42 38.85714(N)    081 55 26.14259(W)     ADJUSTED  
 AE8516* NAVD 88     -       416.4    (meters)    1366.     (feet)  GPS OBS   
 AE8516  ___________________________________________________________________
 AE8516  EPOCH DATE  -        2002.00
 AE8516  X           -     728,444.047 (meters)                     COMP
 AE8516  Y           -  -5,133,683.305 (meters)                     COMP
 AE8516  Z           -   3,702,407.886 (meters)                     COMP
 AE8516  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AE8516  ELLIP HEIGHT-         384.568 (meters)          (02/10/07) ADJUSTED
 AE8516  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AE8516
 AE8516  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8516  Type    PID    Designation                      North   East  Ellip
 AE8516  -------------------------------------------------------------------
 AE8516  NETWORK AE8516 ALEXANDER                         0.35   0.31   0.73
 AE8516  -------------------------------------------------------------------
 AE8516
 AE8516.The horizontal coordinates were established by GPS observations
 AE8516.and adjusted by the National Geodetic Survey in February 2007.
 AE8516
 AE8516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8516.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8516.The horizontal coordinates are valid at the epoch date displayed above.
 AE8516.The epoch date for horizontal control is a decimal equivalence
 AE8516.of Year/Month/Day.
 AE8516
 AE8516.The orthometric height was determined by GPS observations and a
 AE8516.high-resolution geoid model.
 AE8516
 AE8516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8516
 AE8516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8516
 AE8516.The ellipsoidal height was determined by GPS observations
 AE8516.and is referenced to NAD 83.
 AE8516
 AE8516.The geoid height was determined by GEOID03.
 AE8516
 AE8516;                    North         East     Units Scale Factor Converg.
 AE8516;SPC NC       -   221,409.735   345,073.337   MT  0.99990460   -1 41 15.4
 AE8516;SPC NC       -   726,408.44  1,132,128.11   sFT  0.99990460   -1 41 15.4
 AE8516;UTM  17      - 3,952,265.360   416,424.381   MT  0.99968607   -0 32 21.6
 AE8516
 AE8516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8516!SPC NC       -   0.99993964  x   0.99990460  =   0.99984425
 AE8516!UTM  17      -   0.99993964  x   0.99968607  =   0.99962573
 AE8516
 AE8516                          SUPERSEDED SURVEY CONTROL
 AE8516
 AE8516  NAD 83(2001)-  35 42 38.85722(N)    081 55 26.14253(W) AD(       ) 1
 AE8516  ELLIP H (03/13/03)  384.582  (m)                       GP(       ) 4 2
 AE8516  NAD 83(1995)-  35 42 38.85736(N)    081 55 26.14255(W) AD(       ) 1
 AE8516  NAD 83(1986)-  35 42 38.86557(N)    081 55 26.14390(W) AD(       ) 1
 AE8516  NGVD 29 (10/31/97)  416.5    (m)         1366.     (f) GPS OBS     3  
 AE8516
 AE8516.Superseded values are not recommended for survey control.
 AE8516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8516.See file dsdata.txt to determine how the superseded data were derived.
 AE8516
 AE8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1642452265(NAD 83)
 AE8516_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8516_STAMPING: ALEXANDER 1992
 AE8516_MARK LOGO: NCGS  
 AE8516_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8516+STABILITY: SURFACE MOTION
 AE8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8516+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1997
 AE8516
 AE8516  HISTORY     - Date     Condition        Report By
 AE8516  HISTORY     - 1992     MONUMENTED       NCGS
 AE8516  HISTORY     - 19970910 GOOD             NCGS
 AE8516
 AE8516                          STATION DESCRIPTION
 AE8516
 AE8516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AE8516'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF MARION IN
 AE8516'NEBO AT THE FIRST BAPTIST CHURCH OF NEBO.$MARK IS ABOUT 15-FEET HIGHER
 AE8516'THAN ROAD AND IS RECESSED 1 INCH BELOW GROUND. LOCATED 92.0 FT (28.0
 AE8516'M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1760-HARMONY GROVE ROAD,
 AE8516'45.0 FT (13.7 M) EAST OF THE EAST EDGE OF PAVED CHURCH PARKING LOT,
 AE8516'81.5 FT (24.8 M) NORTHEAST OF AN 18-INCH OAK, 120.0 FT (36.6 M) NORTH
 AE8516'OF A 10-INCH OAK, AND 79.8 FT (24.3 M) SOUTH-SOUTHWEST OF A POWER
 AE8516'POLE--ALL WITH REFERENCE TAGS.
 AE8516
 AE8516                          STATION RECOVERY (1997)
 AE8516
 AE8516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AE8516'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8186 ***********************************************************************
 AF8186  DESIGNATION -  ALEXANDER
 AF8186  PID         -  AF8186
 AF8186  STATE/COUNTY-  NC/RUTHERFORD
 AF8186  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8186
 AF8186                         *CURRENT SURVEY CONTROL
 AF8186  ___________________________________________________________________
 AF8186* NAD 83(2001)-  35 19 27.44391(N)    081 56 11.90017(W)     ADJUSTED  
 AF8186* NAVD 88     -       322.7    (meters)    1059.     (feet)  VERT ANG  
 AF8186  ___________________________________________________________________
 AF8186  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AF8186  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AF8186  HORZ ORDER  -  SECOND
 AF8186
 AF8186.The horizontal coordinates were established by classical geodetic methods
 AF8186.and adjusted by the National Geodetic Survey in August 2005.
 AF8186
 AF8186.The orthometric height was determined by vertical angle observations.
 AF8186
 AF8186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8186
 AF8186.The geoid height was determined by GEOID03.
 AF8186
 AF8186;                    North         East     Units Scale Factor Converg.
 AF8186;SPC NC       -   178,584.746   342,655.523   MT  0.99987339   -1 41 41.8
 AF8186;SPC NC       -   585,906.79  1,124,195.66   sFT  0.99987339   -1 41 41.8
 AF8186;UTM  17      - 3,909,408.917   414,867.453   MT  0.99968932   -0 32 29.8
 AF8186
 AF8186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8186!SPC NC       -   0.99995436  x   0.99987339  =   0.99982775
 AF8186!UTM  17      -   0.99995436  x   0.99968932  =   0.99964369
 AF8186
 AF8186                          SUPERSEDED SURVEY CONTROL
 AF8186
 AF8186  NAD 83(1986)-  35 19 27.45656(N)    081 56 11.90261(W) AD(       ) 2
 AF8186
 AF8186.Superseded values are not recommended for survey control.
 AF8186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8186.See file dsdata.txt to determine how the superseded data were derived.
 AF8186
 AF8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1486709409(NAD 83)
 AF8186_MARKER: DE = TRAVERSE STATION DISK
 AF8186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8186_STAMPING: ALEXANDER 1985
 AF8186_MARK LOGO: NCGS  
 AF8186_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8186+STABILITY: SURFACE MOTION
 AF8186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8186+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AF8186
 AF8186  HISTORY     - Date     Condition        Report By
 AF8186  HISTORY     - 1985     MONUMENTED       NCGS
 AF8186  HISTORY     - 20050913 GOOD             USPSQD
 AF8186
 AF8186                          STATION DESCRIPTION
 AF8186
 AF8186'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8186'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH OF SPINDALE, AND 5.1
 AF8186'KM (3.15 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 6.0 KM (3.70
 AF8186'MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION IN
 AF8186'RUTHERFORDTON, OR 0.15 KM (0.10 MI) NORTHWEST OF SR 2194, AT THE SOUTH
 AF8186'END OF CHAIN LINK FENCE. MARK IS FLUSH WITH GROUND AND LEVEL WITH US
 AF8186'221. LOCATED 7.16 M (23.49 FT) NORTH-NORTHEAST OF THE CENTERLINE OF US
 AF8186'221, 3.47 M (11.38 FT) EAST-SOUTHEAST OF THE CENTERLINE OF CONCRETE
 AF8186'DRIVE, 1.34 M (4.40 FT) NORTH-NORTHEAST OF 12-INCH CONCRETE DRAIN
 AF8186'PIPE, 1.80 M (5.91 FT) WEST-NORTHWEST OF CHAIN LINK FENCE POST, 12.34
 AF8186'M (40.49 FT) SOUTHEAST OF 10-INCH CRAB APPLE, AND 21.70 M (71.19 FT)
 AF8186'SOUTH OF SOUTHEAST CORNER OF BRICK AND FRAME HOUSE.
 AF8186
 AF8186                          STATION RECOVERY (2005)
 AF8186
 AF8186'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 AF8186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ3033 ***********************************************************************
 FZ3033  DESIGNATION -  ALEXANDER AZ MK
 FZ3033  PID         -  FZ3033
 FZ3033  STATE/COUNTY-  NC/WATAUGA
 FZ3033  USGS QUAD   -  BOONE (1994)
 FZ3033
 FZ3033                         *CURRENT SURVEY CONTROL
 FZ3033  ___________________________________________________________________
 FZ3033* NAD 83(2007)-  36 13 53.22272(N)    081 43 28.83248(W)     ADJUSTED  
 FZ3033* NAVD 88     -      1015.4    (meters)    3331.     (feet)  VERTCON   
 FZ3033  ___________________________________________________________________
 FZ3033  EPOCH DATE  -        2002.00
 FZ3033  X           -     741,477.884 (meters)                     COMP
 FZ3033  Y           -  -5,098,015.578 (meters)                     COMP
 FZ3033  Z           -   3,749,520.104 (meters)                     COMP
 FZ3033  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FZ3033  ELLIP HEIGHT-         984.296 (meters)          (02/10/07) ADJUSTED
 FZ3033  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FZ3033
 FZ3033  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ3033  Type    PID    Designation                      North   East  Ellip
 FZ3033  -------------------------------------------------------------------
 FZ3033  NETWORK FZ3033 ALEXANDER AZ MK                   0.49   0.53   1.00
 FZ3033  -------------------------------------------------------------------
 FZ3033
 FZ3033.The horizontal coordinates were established by GPS observations
 FZ3033.and adjusted by the National Geodetic Survey in February 2007.
 FZ3033
 FZ3033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ3033.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ3033.The horizontal coordinates are valid at the epoch date displayed above.
 FZ3033.The epoch date for horizontal control is a decimal equivalence
 FZ3033.of Year/Month/Day.
 FZ3033
 FZ3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ3033
 FZ3033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ3033
 FZ3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ3033
 FZ3033.The ellipsoidal height was determined by GPS observations
 FZ3033.and is referenced to NAD 83.
 FZ3033
 FZ3033.The geoid height was determined by GEOID03.
 FZ3033
 FZ3033;                    North         East     Units Scale Factor Converg.
 FZ3033;SPC NC       -   278,643.809   364,680.434   MT  1.00001872   -1 34 21.4
 FZ3033;SPC NC       -   914,183.90  1,196,455.72   sFT  1.00001872   -1 34 21.4
 FZ3033;UTM  17      - 4,009,863.643   434,877.557   MT  0.99965225   -0 25 42.0
 FZ3033
 FZ3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ3033!SPC NC       -   0.99984554  x   1.00001872  =   0.99986426
 FZ3033!UTM  17      -   0.99984554  x   0.99965225  =   0.99949785
 FZ3033
 FZ3033:                Primary Azimuth Mark                     Grid Az
 FZ3033:SPC NC       -  ALEXANDER                                301 29 08.9
 FZ3033:UTM  17      -  ALEXANDER                                300 20 29.5
 FZ3033
 FZ3033|---------------------------------------------------------------------|
 FZ3033| PID    Reference Object                     Distance      Geod. Az  |
 FZ3033|                                                           dddmmss.s |
 FZ3033| FZ3032 ALEXANDER                           APPROX. 0.5 KM 2995447.5 |
 FZ3033|---------------------------------------------------------------------|
 FZ3033
 FZ3033                          SUPERSEDED SURVEY CONTROL
 FZ3033
 FZ3033  NAD 83(2001)-  36 13 53.22309(N)    081 43 28.83209(W) AD(       ) 1
 FZ3033  ELLIP H (03/27/03)  984.265  (m)                       GP(       ) 4 2
 FZ3033  NAD 83(1995)-  36 13 53.22355(N)    081 43 28.83169(W) AD(       ) 1
 FZ3033  NAD 83(1993)-  36 13 53.22883(N)    081 43 28.83554(W) AD(       ) 1
 FZ3033  NAD 83(1986)-  36 13 53.23397(N)    081 43 28.83853(W) AD(       ) 1
 FZ3033  NGVD 29 (09/17/93) 1015.4    (m)         3331.     (f) GPS OBS     3  
 FZ3033
 FZ3033.Superseded values are not recommended for survey control.
 FZ3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ3033.See file dsdata.txt to determine how the superseded data were derived.
 FZ3033
 FZ3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3487809864(NAD 83)
 FZ3033_MARKER: DZ = AZIMUTH MARK DISK
 FZ3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ3033_SP_SET: CONCRETE POST
 FZ3033_STAMPING: ALEXANDER 1990
 FZ3033_MARK LOGO: NCGS  
 FZ3033_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ3033+STABILITY: SURFACE MOTION
 FZ3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ3033+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ3033
 FZ3033  HISTORY     - Date     Condition        Report By
 FZ3033  HISTORY     - 1990     MONUMENTED       NCGS
 FZ3033
 FZ3033                          STATION DESCRIPTION
 FZ3033
 FZ3033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ3033'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST-NORTHWEST OF BOONE.
 FZ3033'ALONG US 421 FOR 0.25 MI (0.40 KM) WEST FROM JUNCTION WITH US 321-421
 FZ3033'TRUCK ROUTE, AT THE NORTHEAST END OF A CHAIN LINK FENCE BETWEEN 2
 FZ3033'PROPERTIES.
 FZ3033'MARK IS LEVEL WITH HIGHWAY AND RECESSED 3 INCHES BELOW GROUND. LOCATED
 FZ3033'23.0 FT (7.0 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 15.5 FT
 FZ3033'(4.7 M) SOUTHEAST OF THE CENTERLINE OF PAVED CIRCULAR DRIVE, 1.8 MI
 FZ3033'(2.9 KM) NORTHEAST OF END OF CHAIN LINK FENCE, AND 72.8 FT (22.2 M)
 FZ3033'NORTH OF NORTH CORNER OF BRICK RESIDENCE (LEE ANDERSON).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4557 ***********************************************************************
 AE4557  DESIGNATION -  ALEXANDER AZ MK
 AE4557  PID         -  AE4557
 AE4557  STATE/COUNTY-  NC/ROWAN
 AE4557  USGS QUAD   -  ENOCHVILLE (1993)
 AE4557
 AE4557                         *CURRENT SURVEY CONTROL
 AE4557  ___________________________________________________________________
 AE4557* NAD 83(2007)-  35 36 18.00065(N)    080 39 13.58480(W)     ADJUSTED  
 AE4557* NAVD 88     -       263.1    (meters)     863.     (feet)  GPS OBS   
 AE4557  ___________________________________________________________________
 AE4557  EPOCH DATE  -        2002.00
 AE4557  X           -     843,152.363 (meters)                     COMP
 AE4557  Y           -  -5,122,904.519 (meters)                     COMP
 AE4557  Z           -   3,692,781.089 (meters)                     COMP
 AE4557  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AE4557  ELLIP HEIGHT-         231.872 (meters)          (02/10/07) ADJUSTED
 AE4557  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 AE4557
 AE4557  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4557  Type    PID    Designation                      North   East  Ellip
 AE4557  -------------------------------------------------------------------
 AE4557  NETWORK AE4557 ALEXANDER AZ MK                   1.12   0.82   1.41
 AE4557  -------------------------------------------------------------------
 AE4557
 AE4557.The horizontal coordinates were established by GPS observations
 AE4557.and adjusted by the National Geodetic Survey in February 2007.
 AE4557
 AE4557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4557.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4557.The horizontal coordinates are valid at the epoch date displayed above.
 AE4557.The epoch date for horizontal control is a decimal equivalence
 AE4557.of Year/Month/Day.
 AE4557
 AE4557.The orthometric height was determined by GPS observations and a
 AE4557.high-resolution geoid model.
 AE4557
 AE4557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4557
 AE4557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4557
 AE4557.The ellipsoidal height was determined by GPS observations
 AE4557.and is referenced to NAD 83.
 AE4557
 AE4557.The geoid height was determined by GEOID03.
 AE4557
 AE4557;                    North         East     Units Scale Factor Converg.
 AE4557;SPC NC       -   207,024.887   459,774.053   MT  0.99989154   -0 57 16.2
 AE4557;SPC NC       -   679,214.15  1,508,442.04   sFT  0.99989154   -0 57 16.2
 AE4557;UTM  17      - 3,940,193.806   531,359.495   MT  0.99961212   +0 12 05.7
 AE4557
 AE4557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4557!SPC NC       -   0.99996361  x   0.99989154  =   0.99985515
 AE4557!UTM  17      -   0.99996361  x   0.99961212  =   0.99957574
 AE4557
 AE4557:                Primary Azimuth Mark                     Grid Az
 AE4557:SPC NC       -  ALEXANDER                                179 16 22.0
 AE4557:UTM  17      -  ALEXANDER                                178 07 00.1
 AE4557
 AE4557|---------------------------------------------------------------------|
 AE4557| PID    Reference Object                     Distance      Geod. Az  |
 AE4557|                                                           dddmmss.s |
 AE4557| AE4497 ALEXANDER                           402.708 METERS 1781905.8 |
 AE4557|---------------------------------------------------------------------|
 AE4557
 AE4557                          SUPERSEDED SURVEY CONTROL
 AE4557
 AE4557  NAD 83(2001)-  35 36 18.00084(N)    080 39 13.58459(W) AD(       ) 1
 AE4557  ELLIP H (03/13/03)  231.878  (m)                       GP(       ) 4 2
 AE4557  NAD 83(1986)-  35 36 18.01224(N)    080 39 13.59166(W) AD(       ) 1
 AE4557  NGVD 29 (11/20/97)  263.3    (m)          864.     (f) GPS OBS     3  
 AE4557
 AE4557.Superseded values are not recommended for survey control.
 AE4557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4557.See file dsdata.txt to determine how the superseded data were derived.
 AE4557
 AE4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3135940194(NAD 83)
 AE4557_MARKER: DZ = AZIMUTH MARK DISK
 AE4557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4557_STAMPING: ALEXANDER 1990
 AE4557_MARK LOGO: NCGS  
 AE4557_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4557+STABILITY: SURFACE MOTION
 AE4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4557+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4557
 AE4557  HISTORY     - Date     Condition        Report By
 AE4557  HISTORY     - 1990     MONUMENTED       NCGS
 AE4557
 AE4557                          STATION DESCRIPTION
 AE4557
 AE4557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4557'STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) WEST-SOUTHWEST OF SALISBURY
 AE4557'AND 4.9 MI (7.9 KM) WEST-NORTHWEST OF CHINA GROVE. PROCEED ALONG NC
 AE4557'152 FOR 0.05 MI (0.08 KM) WEST FROM NC 153, THENCE NORTH FOR 2.35 MI
 AE4557'(3.78 KM) ALONG SR 1350 (MILLBRIDGE ROAD) TO SR 1211 (BROWN ROAD) AND
 AE4557'THE STATION, IN THE WEST SHOULDER OF SR 1350 AND ON PROLONGATION OF
 AE4557'THE CENTERLINE OF SR 1211. MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH
 AE4557'WITH GROUND. LOCATED 17.4 FT (5.3 M) WEST OF THE CENTERLINE OF SR
 AE4557'1350, 57.91 FT (17.65 M) WEST-SOUTHWEST OF THE SOUTH END OF A DRIVEWAY
 AE4557'CULVERT, 86.84 FT (26.47 M) WEST-NORTHWEST OF A PEDESTAL (33A), AND
 AE4557'3.12 FT (0.95 M) NORTH-NORTHWEST OF AN ALUMINUM SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8536 ***********************************************************************
 AE8536  DESIGNATION -  ALEXANDER AZ MK
 AE8536  PID         -  AE8536
 AE8536  STATE/COUNTY-  NC/MCDOWELL
 AE8536  USGS QUAD   -  MARION EAST (1994)
 AE8536
 AE8536                         *CURRENT SURVEY CONTROL
 AE8536  ___________________________________________________________________
 AE8536* NAD 83(2001)-  35 42 43.26026(N)    081 55 26.92437(W)     ADJUSTED  
 AE8536* NAVD 88     -       413.3    (meters)    1356.     (feet)  VERTCON   
 AE8536  ___________________________________________________________________
 AE8536  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 AE8536  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AE8536  HORZ ORDER  -  SECOND
 AE8536
 AE8536.The horizontal coordinates were established by classical geodetic methods
 AE8536.and adjusted by the National Geodetic Survey in August 2005.
 AE8536
 AE8536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8536
 AE8536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8536
 AE8536.The geoid height was determined by GEOID03.
 AE8536
 AE8536;                    North         East     Units Scale Factor Converg.
 AE8536;SPC NC       -   221,545.948   345,057.693   MT  0.99990477   -1 41 15.8
 AE8536;SPC NC       -   726,855.33  1,132,076.78   sFT  0.99990477   -1 41 15.8
 AE8536;UTM  17      - 3,952,401.202   416,406.014   MT  0.99968611   -0 32 22.1
 AE8536
 AE8536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8536!SPC NC       -   0.99994013  x   0.99990477  =   0.99984491
 AE8536!UTM  17      -   0.99994013  x   0.99968611  =   0.99962626
 AE8536
 AE8536                          SUPERSEDED SURVEY CONTROL
 AE8536
 AE8536  NAD 83(1995)-  35 42 43.26043(N)    081 55 26.92439(W) AD(       ) 2
 AE8536  NAD 83(1986)-  35 42 43.26860(N)    081 55 26.92573(W) AD(       ) 2
 AE8536  NGVD 29 (10/31/97)  413.4    (m)         1356.     (f) VERT ANG    3  
 AE8536
 AE8536.Superseded values are not recommended for survey control.
 AE8536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8536.See file dsdata.txt to determine how the superseded data were derived.
 AE8536
 AE8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1640652401(NAD 83)
 AE8536_MARKER: DZ = AZIMUTH MARK DISK
 AE8536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8536_STAMPING: ALEXANDER 1992
 AE8536_MARK LOGO: NCGS  
 AE8536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8536+STABILITY: SURFACE MOTION
 AE8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8536+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8536
 AE8536  HISTORY     - Date     Condition        Report By
 AE8536  HISTORY     - 1992     MONUMENTED       NCGS
 AE8536
 AE8536                          STATION DESCRIPTION
 AE8536
 AE8536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AE8536'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF MARION AT
 AE8536'NEBO.$ALONG US 70 FOR 0.1 MI (0.2 KM) EAST FROM SR 1760-HARMONY GROVE
 AE8536'ROAD (AT NEBO) IN THE SOUTHWEST CORNER OF ALEXANDER YARD.$MARK IS
 AE8536'ABOUT 4-FEET HIGHER THAN HIGHWAY AND IS RECESSED 2 INCHES BELOW
 AE8536'GROUND. LOCATED 35.0 FT (10.7 M) NORTH OF THE CENTERLINE OF HIGHWAY,
 AE8536'15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF THE SOUTH DRIVE, 50.5 FT
 AE8536'(15.4 M) EAST OF THE END OF A CHAIN LINK FENCE, 217.3 FT (66.2 M)
 AE8536'WEST-NORTHWEST OF A TELEPHONE PEDESTAL, AND 8.9 FT (2.7 M) NORTHEAST
 AE8536'OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3086 ***********************************************************************
 FA3086  DESIGNATION -  ALEXIS
 FA3086  PID         -  FA3086
 FA3086  STATE/COUNTY-  NC/LINCOLN
 FA3086  USGS QUAD   -  LOWESVILLE (1970)
 FA3086
 FA3086                         *CURRENT SURVEY CONTROL
 FA3086  ___________________________________________________________________
 FA3086* NAD 83(2001)-  35 24 37.65465(N)    081 07 26.84500(W)     NO CHECK  
 FA3086* NAVD 88     -       278.5    (meters)     914.     (feet)  VERTCON   
 FA3086  ___________________________________________________________________
 FA3086  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FA3086  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FA3086  HORZ ORDER  -  SECOND
 FA3086  VERT ORDER  -  THIRD ? (See Below)
 FA3086
 FA3086.The horizontal coordinates were established by classical geodetic methods
 FA3086.and adjusted by the National Geodetic Survey in August 2005.
 FA3086.No horizontal observational check was made to the station.
 FA3086
 FA3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3086.The vertical order pertains to the NGVD 29 superseded value.
 FA3086
 FA3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3086
 FA3086.The geoid height was determined by GEOID03.
 FA3086
 FA3086;                    North         East     Units Scale Factor Converg.
 FA3086;SPC NC       -   186,258.929   416,705.705   MT  0.99987641   -1 13 33.5
 FA3086;SPC NC       -   611,084.50  1,367,141.97   sFT  0.99987641   -1 13 33.5
 FA3086;UTM  17      - 3,918,570.094   488,730.363   MT  0.99960157   -0 04 18.9
 FA3086
 FA3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3086!SPC NC       -   0.99996123  x   0.99987641  =   0.99983764
 FA3086!UTM  17      -   0.99996123  x   0.99960157  =   0.99956281
 FA3086
 FA3086|---------------------------------------------------------------------|
 FA3086| PID    Reference Object                     Distance      Geod. Az  |
 FA3086|                                                           dddmmss.s |
 FA3086| FA3655 ALEXIS RM 1                          16.776 METERS 05412     |
 FA3086| FA3658 ALEXIS RM 4                          16.569 METERS 05507     |
 FA3086| FA3656 ALEXIS RM 2 AZIMUTH                 APPROX. 0.6 KM 1553905.5 |
 FA3086| FA3657 ALEXIS RM 3                          23.744 METERS 16014     |
 FA3086| FA3091 DALLAS TALL TANK NR WHITE FACT      APPROX.13.1 KM 1801016.1 |
 FA3086|---------------------------------------------------------------------|
 FA3086
 FA3086                          SUPERSEDED SURVEY CONTROL
 FA3086
 FA3086  NAD 83(1986)-  35 24 37.66915(N)    081 07 26.84953(W) AD(       ) 2
 FA3086  NAD 83(1986)-  35 24 37.67193(N)    081 07 26.85662(W) AD(       ) 2
 FA3086  NAD 27      -  35 24 37.18400(N)    081 07 27.57200(W) AD(       ) 2
 FA3086  NGVD 29 (07/19/86)  278.7    (m)          914.     (f) LEVELING    3  
 FA3086
 FA3086.Superseded values are not recommended for survey control.
 FA3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3086.See file dsdata.txt to determine how the superseded data were derived.
 FA3086
 FA3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8873018570(NAD 83)
 FA3086_MARKER: DS = TRIANGULATION STATION DISK
 FA3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3086_SP_SET: CONCRETE POST
 FA3086_STAMPING: ALEXIS 1933
 FA3086_MARK LOGO: CGS   
 FA3086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3086+STABILITY: SURFACE MOTION
 FA3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3086+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2001
 FA3086
 FA3086  HISTORY     - Date     Condition        Report By
 FA3086  HISTORY     - 1933     MONUMENTED       CGS
 FA3086  HISTORY     - 1933     GOOD             CGS
 FA3086  HISTORY     - 1963     GOOD             CGS
 FA3086  HISTORY     - 1965     GOOD             CGS
 FA3086  HISTORY     - 1972     GOOD             NGS
 FA3086  HISTORY     - 1975     GOOD             NCDOT
 FA3086  HISTORY     - 1985     GOOD             USPSQD
 FA3086  HISTORY     - 1987     GOOD             USPSQD
 FA3086  HISTORY     - 1987     GOOD             USPSQD
 FA3086  HISTORY     - 1989     GOOD             USPSQD
 FA3086  HISTORY     - 19890613 GOOD             NCGS
 FA3086  HISTORY     - 20010803 GOOD             USPSQD
 FA3086
 FA3086                          STATION DESCRIPTION
 FA3086
 FA3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA3086'ABOUT 10 MILES SOUTHEAST OF LINCOLNTON, 4 MILES NORTHWEST OF STANLEY,
 FA3086'AT FIRST RISE IN GRADE 0.2 MILE NORTH OF GASTON-LINCOLN COUNTY-LINE
 FA3086'SIGN ON NORTH CAROLINA ROUTE 27, ABOUT 40 FEET SOUTH OF DEEPEST
 FA3086'PART OF HIGHWAY CUT, ABOUT 40 YARDS SOUTHWEST OF D. E. RHYNES
 FA3086'HOUSE, 27 FEET WEST OF CENTER LINE OF HIGHWAY, AND 39.4 FEET
 FA3086'(SLOPE) EAST OF EAST RAIL OF SIGNAL-TRACK RAILROAD. SURFACE AND
 FA3086'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FA3086'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTES 11A.
 FA3086'NO. 1 IS ACROSS HIGHWAY FROM STATION, ON WEST EDGE OF CULTIVATED
 FA3086'FIELD, 3 FEET EAST OF EAST EDGE OF ROAD CUT, AND 55.04 FEET FROM
 FA3086'STATION N 54 DEG 12 MIN E.  NO. 2 IS 7 YARDS EAST OF CENTER
 FA3086'LINE OF HIGHWAY, 24 YARDS WEST OF NORTHWEST CORNER OF WHITE
 FA3086'FARMHOUSE, AND APPROXIMATLEY 0.3 MILE FROM STATION S 24 DEG 20 MIN E.
 FA3086'NO. 3 IS BETWEEN HIGHWAY AND RAILROAD, 35.4 FEET
 FA3086'(SLOPE) EAST OF EAST RAIL, 32 FEET WEST OF CENTER LINE OF HIGHWAY,
 FA3086'AND 78.09 FEET FROM STATION S 19 DEG 50 MIN E.
 FA3086
 FA3086                          STATION RECOVERY (1933)
 FA3086
 FA3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FA3086'RECOVERED IN GOOD CONDITION.
 FA3086
 FA3086                          STATION RECOVERY (1963)
 FA3086
 FA3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 FA3086'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 FA3086'GOOD CONDITION.  SOME SOIL HAS ERODED FROM AROUND REFERENCE MARK NO.
 FA3086'1 BUT THE MARK IS STILL FIRM AND IN NO IMMEDIATE DANGER OF BEING
 FA3086'DESTROYED.
 FA3086
 FA3086                          STATION RECOVERY (1965)
 FA3086
 FA3086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA3086'STATION MARK, RM 2 (AZIMUTH MARK), AND RM 3 WERE RECOVERED IN GOOD
 FA3086'CONDITION.  RM 1 WAS OUT OF THE GROUND. RM 4 WAS SET AND
 FA3086'ESTABLISHED.
 FA3086'
 FA3086'STATION MARK IS 1.3 FEET SOUTH OF A METAL WITNESS POST, PROJECTING 6
 FA3086'INCHES.
 FA3086'
 FA3086'RM 2 IS 0.4 MILE SOUTH OF THE STATION, 64 FEET NORTHWEST OF THE
 FA3086'CENTER OF A CONCRETE DRIVEWAY TO A BRICK HOUSE, 45 FEET SOUTHEAST OF
 FA3086'THE CENTER OF A DOUBLE DRIVEWAY (CONCRETE) TO ANOTHER BRICK
 FA3086'HOUSE, AND 20 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 27,
 FA3086'ACROSS THE HIGHWAY FROM A DIRT FARM ROAD RAILROAD CROSSING.
 FA3086'
 FA3086'RM 3 IS AS DESCRIBED AND PROJECTS 4 INCHES.
 FA3086'
 FA3086'RM 4 IS A STANDARD DISK STAMPED ALEXIS NO 4 1933, PROJECTING 4
 FA3086'INCHES. ACROSS THE HIGHWAY FROM THE STATION MARK AND ABOUT 2 FEET
 FA3086'HIGHER, IT IS ON THE SLOPING BANK OF THE ROAD CUT AND 20 FEET EAST
 FA3086'OF THE CENTER OF THE HIGHWAY.
 FA3086'
 FA3086'TO REACH FROM THE ALEXIS POST OFFICE, GO NORTH ON STATE HIGHWAY 27
 FA3086'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTH FOR 0.4
 FA3086'MILE TO THE STATION ON THE LEFT.
 FA3086
 FA3086                          STATION RECOVERY (1972)
 FA3086
 FA3086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAP)
 FA3086'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 FA3086'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY ROAD
 FA3086'CONSTRUCTION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FA3086'
 FA3086'THE STATION IS 10 MILES SOUTHEAST OF LINCOLNTON, 3/4 MILES NORTHWEST
 FA3086'OF ALEXIS 0.2 MILE NORTH OF THE LINCOLN-GASTON COUNTY LINE AND ON
 FA3086'THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 27.
 FA3086'
 FA3086'THE STATION MARK IS A STANDARD DISK STAMPED ALEXIS 1933, SET IN A
 FA3086'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 63 FEET SOUTH OF
 FA3086'A TELEPHONE POLE, 39 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 FA3086'27 FEET WEST OF THE CENTERLINE OF HIGHWAY 27 AND 1 FOOT EAST OF A
 FA3086'WITNESS POST.
 FA3086'
 FA3086'TO REACH FROM THE TRAFFIC LIGHT IN ALEXIS, GO NORTHERLY ON HIGHWAY 27
 FA3086'FOR 0.5 MILE TO GASTONE-LINCOLN COUNTY LINE. CONTINUE NORTH ON
 FA3086'HIGHWAY 27 FOR 0.2 MILE TO A DRIVEWAY ENTRANCE TO A HOUSE ON THE
 FA3086'RIGHT AND THE STATION ON THE LEFT.
 FA3086
 FA3086                          STATION RECOVERY (1975)
 FA3086
 FA3086'RECOVERY NOTE BY 
NC DOT 1975 (EAG)
 FA3086'ALEXIS 1933 GOOD.
 FA3086
 FA3086                          STATION RECOVERY (1985)
 FA3086
 FA3086'RECOVERY NOTE BY US POWER SQUADRON 1985 (WCB)
 FA3086'RECOVERED IN GOOD CONDITION.
 FA3086
 FA3086                          STATION RECOVERY (1987)
 FA3086
 FA3086'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA3086'RECOVERED IN GOOD CONDITION.
 FA3086
 FA3086                          STATION RECOVERY (1987)
 FA3086
 FA3086'RECOVERY NOTE BY US POWER SQUADRON 1987 (CRH)
 FA3086'RECOVERED IN GOOD CONDITION.
 FA3086
 FA3086                          STATION RECOVERY (1989)
 FA3086
 FA3086'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA3086'RECOVERED IN GOOD CONDITION.
 FA3086
 FA3086                          STATION RECOVERY (1989)
 FA3086
 FA3086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA3086'REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARKS 2, 3 AND 4 WERE
 FA3086
 FA3086                          STATION RECOVERY (2001)
 FA3086
 FA3086'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA3086'ALSO FOUND ALEXIS RM 3.  N SIDE OF BASE IS CHIPPED OFF, BUT DISK IS
 FA3086'GOOD.  ALEXIS RM 3 IS ALSO GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3656 ***********************************************************************
 FA3656  HT_MOD      -  This is a Height Modernization Survey Station.
 FA3656  DESIGNATION -  ALEXIS RM 2 AZIMUTH
 FA3656  PID         -  FA3656
 FA3656  STATE/COUNTY-  NC/GASTON
 FA3656  USGS QUAD   -  LOWESVILLE (1970)
 FA3656
 FA3656                         *CURRENT SURVEY CONTROL
 FA3656  ___________________________________________________________________
 FA3656* NAD 83(2007)-  35 24 18.58857(N)    081 07 16.30646(W)     ADJUSTED  
 FA3656* NAVD 88     -       273.96   (meters)     898.8    (feet)  GPS OBS   
 FA3656  ___________________________________________________________________
 FA3656  EPOCH DATE  -        2002.00
 FA3656  X           -     803,320.673 (meters)                     COMP
 FA3656  Y           -  -5,142,344.065 (meters)                     COMP
 FA3656  Z           -   3,674,737.314 (meters)                     COMP
 FA3656  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 FA3656  ELLIP HEIGHT-         242.538 (meters)          (02/10/07) ADJUSTED
 FA3656  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FA3656
 FA3656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3656  Type    PID    Designation                      North   East  Ellip
 FA3656  -------------------------------------------------------------------
 FA3656  NETWORK FA3656 ALEXIS RM 2 AZIMUTH               0.92   0.71   1.22
 FA3656  -------------------------------------------------------------------
 FA3656
 FA3656.The horizontal coordinates were established by GPS observations
 FA3656.and adjusted by the National Geodetic Survey in February 2007.
 FA3656
 FA3656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3656.The horizontal coordinates are valid at the epoch date displayed above.
 FA3656.The epoch date for horizontal control is a decimal equivalence
 FA3656.of Year/Month/Day.
 FA3656
 FA3656.The orthometric height was determined by GPS observations and a
 FA3656.high-resolution geoid model.
 FA3656.The orthometric height was determined by GPS observations and a
 FA3656.high-resolution geoid model using precise GPS observation and
 FA3656.processing techniques.
 FA3656
 FA3656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3656
 FA3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3656
 FA3656.The ellipsoidal height was determined by GPS observations
 FA3656.and is referenced to NAD 83.
 FA3656
 FA3656.The geoid height was determined by GEOID03.
 FA3656
 FA3656;                    North         East     Units Scale Factor Converg.
 FA3656;SPC NC       -   185,665.856   416,958.951   MT  0.99987616   -1 13 27.4
 FA3656;SPC NC       -   609,138.73  1,367,972.83   sFT  0.99987616   -1 13 27.4
 FA3656;UTM  17      - 3,917,982.403   488,995.430   MT  0.99960149   -0 04 12.8
 FA3656
 FA3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3656!SPC NC       -   0.99996193  x   0.99987616  =   0.99983810
 FA3656!UTM  17      -   0.99996193  x   0.99960149  =   0.99956344
 FA3656
 FA3656                          SUPERSEDED SURVEY CONTROL
 FA3656
 FA3656  NAD 83(2001)-  35 24 18.58855(N)    081 07 16.30653(W) AD(       ) 1
 FA3656  ELLIP H (01/29/04)  242.547  (m)                       GP(       ) 4 1
 FA3656  NAD 83(2001)-  35 24 18.58911(N)    081 07 16.30712(W) AD(       ) 1
 FA3656  ELLIP H (03/27/03)  242.537  (m)                       GP(       ) 4 2
 FA3656  NAD 83(1986)-  35 24 18.60313(N)    081 07 16.31118(W) AD(       ) 1
 FA3656  NGVD 29 (08/31/92)  274.20   (m)          899.6    (f) LEVELING    3  
 FA3656
 FA3656.Superseded values are not recommended for survey control.
 FA3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3656.See file dsdata.txt to determine how the superseded data were derived.
 FA3656
 FA3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8899517982(NAD 83)
 FA3656_MARKER: DR = REFERENCE MARK DISK
 FA3656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3656_SP_SET: CONCRETE POST
 FA3656_STAMPING: ALEXIS NO 2 1933
 FA3656_MARK LOGO: CGS   
 FA3656_PROJECTION: PROJECTING 15 CENTIMETERS
 FA3656_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3656+STABILITY: SURFACE MOTION
 FA3656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3656+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 FA3656
 FA3656  HISTORY     - Date     Condition        Report By
 FA3656  HISTORY     - 1933     MONUMENTED       CGS
 FA3656  HISTORY     - 1989     GOOD             USPSQD
 FA3656  HISTORY     - 19890613 GOOD             NCGS
 FA3656  HISTORY     - 19990326 GOOD             NCGS
 FA3656  HISTORY     - 20010803 GOOD             USPSQD
 FA3656  HISTORY     - 20021120 GOOD             GCT
 FA3656
 FA3656                          STATION DESCRIPTION
 FA3656
 FA3656'DESCRIBED BY US POWER SQUADRON 1989 (JGW)
 FA3656'RECOVERED IN GOOD CONDITION.
 FA3656
 FA3656                          STATION RECOVERY (1989)
 FA3656
 FA3656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA3656'ALONG NC 27 FOR 0.65 KM (0.40 MI) NORTH FROM THE POST OFFICE IN THE
 FA3656'COMMUNITY OF ALEXIS, ON THE EAST ROAD BANK, 0R 0.32 KM (0.20 MI)
 FA3656'SOUTH OF THE LINCOLN-GASTON COUNTY LINE.
 FA3656'MARK IS ABOUT 1 FOOT HIGHER THAN HIGHWAY AND PROJECTS 6 INCHES ABOVE
 FA3656'GROUND.  LOCATED 6.3 M (20.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 FA3656'NC 27, 10.8 M (35.4 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A
 FA3656'DRIVEWAY CULVERT, 18.25 M (59.88 FT) NORTH-NORTHWEST OF THE NORTH END
 FA3656'OF A DRIVEWAY CULVERT, 25.6 M (84.0 FT) WEST OF THE NORTHWEST CORNER
 FA3656'OF HOUSE, AND 5.65 M (18.54 FT) SOUTH OF A POWER POLE WITH A
 FA3656'TRANSFORMER AND A REFERENCE TAG.
 FA3656
 FA3656                          STATION RECOVERY (1999)
 FA3656
 FA3656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA3656'RECOVERED AS DESCRIBED.
 FA3656
 FA3656                          STATION RECOVERY (2001)
 FA3656
 FA3656'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA3656'RECOVERED IN GOOD CONDITION.
 FA3656
 FA3656                          STATION RECOVERY (2002)
 FA3656
 FA3656'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2002 (HWW)
 FA3656'RECOVERED AS DESCRIBED, WITH THE FOLLOWING REVISED DESCRIPTION
 FA3656' 
 FA3656'THE STATION IS LOCATED 18.6 KM (11.6 MI) NORTH-NORTH EAST OF GASTONIA,
 FA3656'0.32 KM (0.2 MI) SOUTH OF THE LINCOLN - GASTON COUNTY LINE ,
 FA3656'NEAR THE COMMUNITY OF ALEXIS.
 FA3656' 
 FA3656'TO REACH THE STATION FROM THE INTERSECTION OF SR-1820 AND SR-27 IN
 FA3656'ALEXIS,
 FA3656'PROCEED NORTH ALONG SR-27 FOR 0.65 KM (0.40 MI) TO THE MARK ON RIGHT .
 FA3656'THE MARK IS ABOUT 1 FOOT HIGHER THAN HIGHWAY AND PROJECTS 6 INCHES
 FA3656'ABOVE GROUND. LOCATED 6.3 M (20.7 FT) EAST NORTH-EAST OF THE
 FA3656'CENTERLINE
 FA3656'OF SR-27, 10.8 M (35.3 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF
 FA3656'DRIVEWAY
 FA3656'CULVERT, 18.25 M (59.88 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 FA3656'DRIVEWAY
 FA3656'CULVERT, 25.6 M (84.0 FT) WEST OF THE NORHTWEST CORNER OF A BRICK
 FA3656'HOUSE AND 5.4 M (17.7 FT) SOUTH OF A POWER POLE.
 FA3656' 
 FA3656'NCGS DESCRIPTION EDITED BY GCT, 2002
 FA3656' 
 FA3656' 
 FA3656' 
 FA3656' 
 FA3656' 
 FA3656' 
 FA3656' 
 FA3656'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3330 ***********************************************************************
 EZ3330  DESIGNATION -  ALFAIR
 EZ3330  PID         -  EZ3330
 EZ3330  STATE/COUNTY-  NC/LEE
 EZ3330  USGS QUAD   -  SANFORD (1981)
 EZ3330
 EZ3330                         *CURRENT SURVEY CONTROL
 EZ3330  ___________________________________________________________________
 EZ3330* NAD 83(2001)-  35 24 18.92060(N)    079 11 39.00862(W)     ADJUSTED  
 EZ3330* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 EZ3330  ___________________________________________________________________
 EZ3330  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 EZ3330  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ3330  HORZ ORDER  -  FIRST
 EZ3330
 EZ3330.The horizontal coordinates were established by classical geodetic methods
 EZ3330.and adjusted by the National Geodetic Survey in August 2005.
 EZ3330
 EZ3330.The orthometric height was scaled from a topographic map.
 EZ3330
 EZ3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3330
 EZ3330.The geoid height was determined by GEOID03.
 EZ3330
 EZ3330;                    North         East     Units Scale Factor Converg.
 EZ3330;SPC NC       -   183,635.074   591,965.912   MT  0.99987617   -0 06 43.4
 EZ3330;SPC NC       -   602,476.07  1,942,141.50   sFT  0.99987617   -0 06 43.4
 EZ3330;UTM  17      - 3,919,483.292   663,977.498   MT  0.99993137   +1 02 47.2
 EZ3330
 EZ3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3330!SPC NC       -   0.99998712  x   0.99987617  =   0.99986329
 EZ3330!UTM  17      -   0.99998712  x   0.99993137  =   0.99991849
 EZ3330
 EZ3330:                Primary Azimuth Mark                     Grid Az
 EZ3330:SPC NC       -  MANGIN                                   197 43 46.4
 EZ3330:UTM  17      -  MANGIN                                   196 34 15.8
 EZ3330
 EZ3330|---------------------------------------------------------------------|
 EZ3330| PID    Reference Object                     Distance      Geod. Az  |
 EZ3330|                                                           dddmmss.s |
 EZ3330| EZ3339 MANGIN                              APPROX. 0.6 KM 1973703.0 |
 EZ3330| EZ5531 ALFAIR RM                            38.920 METERS 31311     |
 EZ3330|---------------------------------------------------------------------|
 EZ3330
 EZ3330                          SUPERSEDED SURVEY CONTROL
 EZ3330
 EZ3330  NAD 83(1986)-  35 24 18.92015(N)    079 11 39.01359(W) AD(       ) 1
 EZ3330  NAD 27      -  35 24 18.36121(N)    079 11 39.92269(W) AD(       ) 1
 EZ3330
 EZ3330.Superseded values are not recommended for survey control.
 EZ3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3330.See file dsdata.txt to determine how the superseded data were derived.
 EZ3330
 EZ3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6397719483(NAD 83)
 EZ3330
 EZ3330  HISTORY     - Date     Condition        Report By
 EZ3330  HISTORY     - 1918     MONUMENTED       CGS
 EZ3330  HISTORY     - 1933     GOOD             CGS
 EZ3330  HISTORY     - 1964     GOOD             AMS
 EZ3330
 EZ3330                          STATION DESCRIPTION
 EZ3330
 EZ3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3330'ABOUT 1 MILE NORTH OF LEMON SPRINGS, ON SECOND CURVE OF
 EZ3330'SEABOARD AIR LINE RAILWAY NORTH OF LEMON SPRINGS, AT INTERSECTION
 EZ3330'OF TANGENTS TO EAST RAIL FROM NORTH AND WEST RAIL FROM SOUTH,
 EZ3330'AND 35 METERS (115 FEET) EAST OF EAST RAIL.  SURFACE MARK IS
 EZ3330'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A.  UNDERGROUND
 EZ3330'MARK IS COPPER BOLT IN CONCRETE, NOTE 7B.  REFERENCE MARK IS
 EZ3330'STANDARD REFERENCE DISK IN CONCRETE, NOTE 11C, 4.46 METERS
 EZ3330'(14.6 FEET) WEST OF WEST RAIL, 1 METER (3 FEET) NORTH OF
 EZ3330'SIGNBOARD LEMON SPRINGS, AND 38.92 METERS (127.7 FEET) FROM
 EZ3330'STATION S 46 DEG 49 MIN W.  STATION MANGIN (SEE
 EZ3330'DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE
 EZ3330'FROM GROUND IN AZIMUTH 17 DEG 37 MIN 00 SEC.
 EZ3330
 EZ3330                          STATION RECOVERY (1964)
 EZ3330
 EZ3330'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ3330'STATION HAS BEEN RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 EZ3330'CORRECTIONS.  THE MARK IS LOCATED 75.5 FEET EAST OF THE EAST
 EZ3330'RAIL AND EXACTLY ON THE POINT OF INTERSECTION OF TANGENTS OF EAST
 EZ3330'RAIL FROM NORTH AND WEST RAIL FROM SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5679 ***********************************************************************
 EZ5679  DESIGNATION -  ALFORD
 EZ5679  PID         -  EZ5679
 EZ5679  STATE/COUNTY-  NC/WAKE
 EZ5679  USGS QUAD   -  ZEBULON (1981)
 EZ5679
 EZ5679                         *CURRENT SURVEY CONTROL
 EZ5679  ___________________________________________________________________
 EZ5679* NAD 83(2001)-  35 46 06.83897(N)    078 21 19.28694(W)     ADJUSTED  
 EZ5679* NAVD 88     -        97.5    (meters)     320.     (feet)  VERTCON   
 EZ5679  ___________________________________________________________________
 EZ5679  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EZ5679  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EZ5679  HORZ ORDER  -  SECOND
 EZ5679
 EZ5679.The horizontal coordinates were established by classical geodetic methods
 EZ5679.and adjusted by the National Geodetic Survey in August 2005.
 EZ5679
 EZ5679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5679
 EZ5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5679
 EZ5679.The geoid height was determined by GEOID03.
 EZ5679
 EZ5679;                    North         East     Units Scale Factor Converg.
 EZ5679;SPC NC       -   224,112.513   667,888.446   MT  0.99991317   +0 22 19.4
 EZ5679;SPC NC       -   735,275.80  2,191,230.68   sFT  0.99991317   +0 22 19.4
 EZ5679;UTM  17      - 3,961,506.037   739,076.936   MT  1.00030438   +1 32 47.6
 EZ5679
 EZ5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5679!SPC NC       -   0.99999003  x   0.99991317  =   0.99990320
 EZ5679!UTM  17      -   0.99999003  x   1.00030438  =   1.00029441
 EZ5679
 EZ5679                          SUPERSEDED SURVEY CONTROL
 EZ5679
 EZ5679  NAD 83(1986)-  35 46 06.84256(N)    078 21 19.29514(W) AD(       ) 2
 EZ5679  NGVD 29 (01/12/90)   97.8    (m)          321.     (f) VERT ANG    3  
 EZ5679
 EZ5679.Superseded values are not recommended for survey control.
 EZ5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5679.See file dsdata.txt to determine how the superseded data were derived.
 EZ5679
 EZ5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3907761506(NAD 83)
 EZ5679_MARKER: DE = TRAVERSE STATION DISK
 EZ5679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5679+STABILITY: SURFACE MOTION
 EZ5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ5679+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 EZ5679
 EZ5679  HISTORY     - Date     Condition        Report By
 EZ5679  HISTORY     - 1980     MONUMENTED       NCGS
 EZ5679  HISTORY     - 1987     GOOD             USPSQD
 EZ5679  HISTORY     - 20050415 GOOD             USPSQD
 EZ5679
 EZ5679                          STATION DESCRIPTION
 EZ5679
 EZ5679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EZ5679'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH-SOUTHEAST OF
 EZ5679'WENDELL, AND 4.4 MILES SOUTH-SOUTHWEST OF ZEBULON.
 EZ5679'
 EZ5679'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64
 EZ5679'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 1.15 MILES TO
 EZ5679'STATION ON THE LEFT IN FRONT OF A WHITE FRAME FARM HOUSE AND 0.35
 EZ5679'MILE NORTH OF THE WAKE-JOHNSTON COUNTY LINE.
 EZ5679'
 EZ5679'STATION MARK IS A STANDARD DISK STAMPED---ALFORD 1980---SET IN TOP OF
 EZ5679'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. THE MARK IS
 EZ5679'25.1 FEET NORTHEAST OF THE CENTERLINE OF NC 231, 63.5 FEET SOUTHEAST
 EZ5679'OF TELEPHONE PEDESTAL, 76.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 EZ5679'HOUSE, 7.5 FEET SOUTHEAST OF 12 INCH PINE WITH REFERENCE TAG, AND 8.8
 EZ5679'FEET NORTHWEST OF 12 INCH PINE WITH REFERENCE TAG.
 EZ5679
 EZ5679                          STATION RECOVERY (1987)
 EZ5679
 EZ5679'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ5679'RECOVERED IN GOOD CONDITION.
 EZ5679
 EZ5679                          STATION RECOVERY (2005)
 EZ5679
 EZ5679'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ5679'N 35 46.103
 EZ5679'W 078 21.321
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5109 ***********************************************************************
 EZ5109  DESIGNATION -  ALFRED
 EZ5109  PID         -  EZ5109
 EZ5109  STATE/COUNTY-  NC/WAKE
 EZ5109  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5109
 EZ5109                         *CURRENT SURVEY CONTROL
 EZ5109  ___________________________________________________________________
 EZ5109* NAD 83(2001)-  35 46 51.30227(N)    078 38 58.11261(W)     ADJUSTED  
 EZ5109* NAVD 88     -       108.94   (+/-2cm)     357.4    (feet)  VERTCON   
 EZ5109  ___________________________________________________________________
 EZ5109  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 EZ5109  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EZ5109  HORZ ORDER  -  SECOND
 EZ5109  VERT ORDER  -  THIRD ? (See Below)
 EZ5109
 EZ5109.The horizontal coordinates were established by classical geodetic methods
 EZ5109.and adjusted by the National Geodetic Survey in August 2005.
 EZ5109
 EZ5109.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5109.The vertical order pertains to the NGVD 29 superseded value.
 EZ5109
 EZ5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5109
 EZ5109.The geoid height was determined by GEOID03.
 EZ5109
 EZ5109;                    North         East     Units Scale Factor Converg.
 EZ5109;SPC NC       -   225,349.482   641,290.209   MT  0.99991514   +0 12 08.3
 EZ5109;SPC NC       -   739,334.09  2,103,966.29   sFT  0.99991514   +0 12 08.3
 EZ5109;UTM  17      - 3,962,198.226   712,450.567   MT  1.00015621   +1 22 29.4
 EZ5109
 EZ5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5109!SPC NC       -   0.99998806  x   0.99991514  =   0.99990320
 EZ5109!UTM  17      -   0.99998806  x   1.00015621  =   1.00014427
 EZ5109
 EZ5109:                Primary Azimuth Mark                     Grid Az
 EZ5109:SPC NC       -  INSURANCE                                122 00 43.5
 EZ5109:UTM  17      -  INSURANCE                                120 50 22.4
 EZ5109
 EZ5109|---------------------------------------------------------------------|
 EZ5109| PID    Reference Object                     Distance      Geod. Az  |
 EZ5109|                                                           dddmmss.s |
 EZ5109| EZ5126 INSURANCE                           APPROX. 1.0 KM 1221251.8 |
 EZ5109| EZ5132 MAYO                                355.582 METERS 28100     |
 EZ5109|---------------------------------------------------------------------|
 EZ5109
 EZ5109                          SUPERSEDED SURVEY CONTROL
 EZ5109
 EZ5109  NAD 83(1986)-  35 46 51.30588(N)    078 38 58.12205(W) AD(       ) 2
 EZ5109  NAD 27      -  35 46 50.76350(N)    078 38 59.11049(W) AD(       ) 2
 EZ5109  NGVD 29 (07/19/86)  109.22   (m)          358.3    (f) LEVELING    3  
 EZ5109
 EZ5109.Superseded values are not recommended for survey control.
 EZ5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5109.See file dsdata.txt to determine how the superseded data were derived.
 EZ5109
 EZ5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1245162198(NAD 83)
 EZ5109_MARKER: DE = TRAVERSE STATION DISK
 EZ5109_SETTING: 0 = UNSPECIFIED SETTING
 EZ5109_STAMPING: ALFRED 1967
 EZ5109_MARK LOGO: NCGS  
 EZ5109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5109+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2006
 EZ5109
 EZ5109  HISTORY     - Date     Condition        Report By
 EZ5109  HISTORY     - 1967     MONUMENTED       NCGS
 EZ5109  HISTORY     - 1984     GOOD             USPSQD
 EZ5109  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EZ5109  HISTORY     - 1988     GOOD             USPSQD
 EZ5109  HISTORY     - 20060205 GOOD             GEOCAC
 EZ5109
 EZ5109                          STATION DESCRIPTION
 EZ5109
 EZ5109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ5109'ALFRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5109'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5109'
 EZ5109'ALFRED IS LOCATED APPROXIMATELY 0.6 MILE WEST OF CAPITOL
 EZ5109'SQUARE.  TO REACH STATION PROCEED FROM CAPITOL SQUARE WEST ON
 EZ5109'HILLSBOROUGH ST. FOR 0.6 MILE TO STATION ON NORTH SIDE OF
 EZ5109'HILLSBOROUGH ST.  STATION IS 75 FEET WEST OF BOYLAN AVE. AND
 EZ5109'40 FEET SOUTHEAST OF SE CORNER OF ALFRED WILLIAMS CO. STORE,
 EZ5109'IN THE SIDEWALK.
 EZ5109'
 EZ5109'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, SET IN
 EZ5109'THE SIDEWALK, STAMPED ALFRED 1967, WHICH IS FLUSH WITH THE SIDEWALK.
 EZ5109'
 EZ5109'MARK IS
 EZ5109'
 EZ5109'32.8 FT N OF C/L OF HILLSBOROUGH ST.
 EZ5109'
 EZ5109'26.5 FT E OF PP WITH ALUMINUM REF. TAG
 EZ5109'
 EZ5109'39.2 FT SE OF SE CORNER OF ALFRED WILLIAMS CO.
 EZ5109'
 EZ5109'49.7 FT W OF PP WITH ALUMINUM REF. TAG
 EZ5109'
 EZ5109'0.9 FT S OF N EDGE OF SIDEWALK ON N SIDE OF HILLSBOROUGH ST.
 EZ5109'
 EZ5109'88.9 FT E OF S END OF METAL FENCE
 EZ5109
 EZ5109                          STATION RECOVERY (1984)
 EZ5109
 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ5109'ALFRED 1967 RECOVERED GOOD.
 EZ5109'
 EZ5109'THE STATION IS FLUSH WITH AND IN THE SIDEWALK, HOWEVER IT IS
 EZ5109'NOT READILY VISIBLE BECAUSE THE STATION IS COVERED WITH A LOW
 EZ5109'GROWING EVERGREEN TYPE BUSH.  THE FOLLOWING CHANGES SHOULD
 EZ5109'BE MADE TO THE REFERENCE POINTS--THE ALUMINUM REFERENCE TAG IS NO
 EZ5109'LONGER ON THE FIRST PP, THE ALFRED WILLIAMS CO IS NOW THE
 EZ5109'WILLIAMS-CROSS BUILDING AND THE METAL FENCE IS ALMOST NOT
 EZ5109'VISIBLE BECAUSE OF A HEDGE GROWING AROUND IT.
 EZ5109
 EZ5109                          STATION RECOVERY (1985)
 EZ5109
 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 EZ5109'MARK NOT FOUND.
 EZ5109
 EZ5109                          STATION RECOVERY (1988)
 EZ5109
 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ5109'RECOVERED IN GOOD CONDITION.
 EZ5109
 EZ5109                          STATION RECOVERY (2006)
 EZ5109
 EZ5109'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ5109'RECOVERED AS DESCRIBED.
 EZ5109' 
 EZ5109' 
 EZ5109' 
 EZ5109' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3695 ***********************************************************************
 FY3695  DESIGNATION -  ALFRED
 FY3695  PID         -  FY3695
 FY3695  STATE/COUNTY-  NC/GUILFORD
 FY3695  USGS QUAD   -  SUMMERFIELD (1994)
 FY3695
 FY3695                         *CURRENT SURVEY CONTROL
 FY3695  ___________________________________________________________________
 FY3695* NAD 83(2001)-  36 10 36.12572(N)    079 52 57.56679(W)     ADJUSTED  
 FY3695* NAVD 88     -       229.9    (meters)     754.     (feet)  VERTCON   
 FY3695  ___________________________________________________________________
 FY3695  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 FY3695  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FY3695  HORZ ORDER  -  SECOND
 FY3695
 FY3695.The horizontal coordinates were established by classical geodetic methods
 FY3695.and adjusted by the National Geodetic Survey in August 2005.
 FY3695
 FY3695.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3695
 FY3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3695
 FY3695.The geoid height was determined by GEOID03.
 FY3695
 FY3695;                    North         East     Units Scale Factor Converg.
 FY3695;SPC NC       -   269,560.248   530,196.310   MT  1.00000282   -0 30 34.0
 FY3695;SPC NC       -   884,382.25  1,739,485.73   sFT  1.00000282   -0 30 34.0
 FY3695;UTM  17      - 4,004,125.898   600,480.244   MT  0.99972440   +0 39 34.6
 FY3695
 FY3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3695!SPC NC       -   0.99996891  x   1.00000282  =   0.99997173
 FY3695!UTM  17      -   0.99996891  x   0.99972440  =   0.99969332
 FY3695
 FY3695:                Primary Azimuth Mark                     Grid Az
 FY3695:SPC NC       -  HIGGINS                                  159 31 46.5
 FY3695:UTM  17      -  HIGGINS                                  158 21 37.9
 FY3695
 FY3695|---------------------------------------------------------------------|
 FY3695| PID    Reference Object                     Distance      Geod. Az  |
 FY3695|                                                           dddmmss.s |
 FY3695| FY1153 HIGGINS                             462.394 METERS 1590112.5 |
 FY3695|---------------------------------------------------------------------|
 FY3695
 FY3695                          SUPERSEDED SURVEY CONTROL
 FY3695
 FY3695  NAD 83(1993)-  36 10 36.13275(N)    079 52 57.57283(W) AD(       ) 2
 FY3695  NAD 83(1986)-  36 10 36.13313(N)    079 52 57.57570(W) AD(       ) 2
 FY3695  NAD 27      -  36 10 35.64265(N)    079 52 58.45399(W) AD(       ) 2
 FY3695  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG    3  
 FY3695
 FY3695.Superseded values are not recommended for survey control.
 FY3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3695.See file dsdata.txt to determine how the superseded data were derived.
 FY3695
 FY3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0048004126(NAD 83)
 FY3695_MARKER: DE = TRAVERSE STATION DISK
 FY3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3695_STAMPING: ALFRED 1968
 FY3695_MARK LOGO: NCGS  
 FY3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3695+STABILITY: SURFACE MOTION
 FY3695
 FY3695  HISTORY     - Date     Condition        Report By
 FY3695  HISTORY     - 1968     MONUMENTED       NCGS
 FY3695  HISTORY     - 1985     GOOD             USPSQD
 FY3695  HISTORY     - 19950826 MARK NOT FOUND   USPSQD
 FY3695
 FY3695                          STATION DESCRIPTION
 FY3695
 FY3695'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3695'ALFRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3695'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FY3695'
 FY3695'ALFRED IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF
 FY3695'SUMMERFIELD.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY3695'OF NC 150 (EAST) WITH U.S. 220 IN SUMMERFIELD, GO SOUTH ON U.S. 220
 FY3695'FOR 1.35 MILES TO STATION.  WHICH IS IN GRASSY TRAFFIC ISLAND
 FY3695'IN FRONT OF ESSO SERVICE STATION, AND 0.2 MILES NORTH OF BRIDGE
 FY3695'OVER REEDY CREEK.
 FY3695'
 FY3695'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3695'ALFRED 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3695'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3695'
 FY3695'MARK IS
 FY3695'
 FY3695'33.0 FT ENE OF C/L OF U.S. 220
 FY3695'
 FY3695'108.3 FT SW OF UTILITY POLE ON N SIDE OF SERVICE STATION, AND
 FY3695'WITH ALUMINUM REF. TAG
 FY3695'
 FY3695'92.2 FT ENE OF PP 257 ON W SIDE OF U.S. 220, AND WITH ALUMINUM
 FY3695'REF. TAG
 FY3695'
 FY3695'93.1 FT NW OF 4X4 POST WITH PASS WITH CARE SIGN ON E SIDE OF
 FY3695'U.S. 220, AND WITH ALUMINUM REF. TAG
 FY3695'
 FY3695'41.8 FT W OF S METAL POST FOR SHED OVER GAS PUMPS
 FY3695
 FY3695                          STATION RECOVERY (1985)
 FY3695
 FY3695'RECOVERY NOTE BY US POWER SQUADRON 1985 (REM)
 FY3695'RECOVERED IN GOOD CONDITION.
 FY3695
 FY3695                          STATION RECOVERY (1995)
 FY3695
 FY3695'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY3695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5226 ***********************************************************************
 EZ5226  DESIGNATION -  ALFREDO
 EZ5226  PID         -  EZ5226
 EZ5226  STATE/COUNTY-  NC/WAKE
 EZ5226  USGS QUAD   -  GARNER (1993)
 EZ5226
 EZ5226                         *CURRENT SURVEY CONTROL
 EZ5226  ___________________________________________________________________
 EZ5226* NAD 83(2001)-  35 38 31.78402(N)    078 36 53.12488(W)     ADJUSTED  
 EZ5226* NAVD 88     -       111.1    (meters)     365.     (feet)  VERTCON   
 EZ5226  ___________________________________________________________________
 EZ5226  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 EZ5226  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ5226  HORZ ORDER  -  SECOND
 EZ5226
 EZ5226.The horizontal coordinates were established by classical geodetic methods
 EZ5226.and adjusted by the National Geodetic Survey in August 2005.
 EZ5226
 EZ5226.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5226
 EZ5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5226
 EZ5226.The geoid height was determined by GEOID03.
 EZ5226
 EZ5226;                    North         East     Units Scale Factor Converg.
 EZ5226;SPC NC       -   209,967.310   644,488.673   MT  0.99989574   +0 13 20.5
 EZ5226;SPC NC       -   688,867.75  2,114,459.92   sFT  0.99989574   +0 13 20.5
 EZ5226;UTM  17      - 3,946,880.601   715,963.456   MT  1.00017477   +1 23 25.7
 EZ5226
 EZ5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5226!SPC NC       -   0.99998778  x   0.99989574  =   0.99988352
 EZ5226!UTM  17      -   0.99998778  x   1.00017477  =   1.00016254
 EZ5226
 EZ5226                          SUPERSEDED SURVEY CONTROL
 EZ5226
 EZ5226  NAD 83(1986)-  35 38 31.79067(N)    078 36 53.13731(W) AD(       ) 2
 EZ5226  NAD 27      -  35 38 31.23826(N)    078 36 54.11549(W) AD(       ) 2
 EZ5226  NGVD 29 (07/19/86)  111.4    (m)          365.     (f) VERT ANG    3  
 EZ5226
 EZ5226.Superseded values are not recommended for survey control.
 EZ5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5226.See file dsdata.txt to determine how the superseded data were derived.
 EZ5226
 EZ5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1596346881(NAD 83)
 EZ5226_MARKER: DE = TRAVERSE STATION DISK
 EZ5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5226_STAMPING: ALFREDO 1968
 EZ5226_MARK LOGO: NCGS  
 EZ5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5226+STABILITY: SURFACE MOTION
 EZ5226
 EZ5226  HISTORY     - Date     Condition        Report By
 EZ5226  HISTORY     - 1968     MONUMENTED       NCGS
 EZ5226  HISTORY     - 1976     MARK NOT FOUND   NGS
 EZ5226  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 EZ5226
 EZ5226                          STATION DESCRIPTION
 EZ5226
 EZ5226'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5226'ALFREDO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5226'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ5226'
 EZ5226'ALFREDO IS LOCATED APPROXIMATELY 4.7 MILES SSW OF THE CENTER
 EZ5226'OF GARNER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ5226'NC 50 AND U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 4.7 MILES TO
 EZ5226'INTERSECTION OF SR 2731 AND STATION.  WHICH IS IN THE NORTH
 EZ5226'END OF CULTIVATED AREA, AT SOUTH SIDE OF INTERSECTION OF SR
 EZ5226'2731 AND NC 50.
 EZ5226'
 EZ5226'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5226'ALFREDO 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5226'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5226'
 EZ5226'MARK IS
 EZ5226'
 EZ5226'30.3 FT WSW OF C/L OF NC 50
 EZ5226'
 EZ5226'176.9 FT NNE OF PP WITH ALUMINUM REF. TAG ON E SIDE OF SR 2731
 EZ5226'
 EZ5226'4.8 FT SW OF 4X4 POST WITH STOP SIGN ON E SIDE OF SR 2731,
 EZ5226'AND WITH ALUMINUM REF. TAG
 EZ5226'
 EZ5226'15.4 FT SE OF C/L OF SR 2731
 EZ5226'
 EZ5226'36.2 FT ENE OF 4X4 POST WITH AXLE WEIGHT LIMIT 13,000 LBS
 EZ5226'SIGN, AND WITH ALUMINUM REF. TAG
 EZ5226
 EZ5226                          STATION RECOVERY (1976)
 EZ5226
 EZ5226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ5226'DESTROYED BY REWORKING OF ROADS.
 EZ5226'
 EZ5226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ5226'4.7 MILES SSW OF GARNER.
 EZ5226
 EZ5226                          STATION RECOVERY (2004)
 EZ5226
 EZ5226'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ5226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2188 ***********************************************************************
 EZ2188  DESIGNATION -  ALGIN
 EZ2188  PID         -  EZ2188
 EZ2188  STATE/COUNTY-  NC/WAYNE
 EZ2188  USGS QUAD   -  MOUNT OLIVE (1977)
 EZ2188
 EZ2188                         *CURRENT SURVEY CONTROL
 EZ2188  ___________________________________________________________________
 EZ2188* NAD 83(2001)-  35 13 38.65380(N)    078 02 30.85689(W)     ADJUSTED  
 EZ2188* NAVD 88     -        49.863  (meters)     163.59   (feet)  ADJUSTED  
 EZ2188  ___________________________________________________________________
 EZ2188  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 EZ2188  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EZ2188  DYNAMIC HT  -          49.818 (meters)     163.44  (feet)  COMP
 EZ2188  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 EZ2188
 EZ2188  HORZ ORDER  -  SECOND
 EZ2188  VERT ORDER  -  SECOND    CLASS I
 EZ2188
 EZ2188.The horizontal coordinates were established by classical geodetic methods
 EZ2188.and adjusted by the National Geodetic Survey in August 2005.
 EZ2188
 EZ2188.The orthometric height was determined by differential leveling
 EZ2188.and adjusted in June 1991.
 EZ2188
 EZ2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2188
 EZ2188.The geoid height was determined by GEOID03.
 EZ2188
 EZ2188.The dynamic height is computed by dividing the NAVD 88
 EZ2188.geopotential number by the normal gravity value computed on the
 EZ2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2188.degrees latitude (g = 980.6199 gals.).
 EZ2188
 EZ2188.The modeled gravity was interpolated from observed gravity values.
 EZ2188
 EZ2188;                    North         East     Units Scale Factor Converg.
 EZ2188;SPC NC       -   164,309.138   696,808.866   MT  0.99987268   +0 33 10.7
 EZ2188;SPC NC       -   539,070.90  2,286,113.75   sFT  0.99987268   +0 33 10.7
 EZ2188;UTM  17      - 3,902,272.650   769,222.516   MT  1.00049335   +1 42 26.4
 EZ2188;UTM  18      - 3,902,503.308   223,147.432   MT  1.00054471   -1 45 20.7
 EZ2188
 EZ2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2188!SPC NC       -   0.99999769  x   0.99987268  =   0.99987037
 EZ2188!UTM  17      -   0.99999769  x   1.00049335  =   1.00049103
 EZ2188!UTM  18      -   0.99999769  x   1.00054471  =   1.00054239
 EZ2188
 EZ2188:                Primary Azimuth Mark                     Grid Az
 EZ2188:SPC NC       -  GARAGE                                   004 12 52.0
 EZ2188:UTM  17      -  GARAGE                                   003 03 36.3
 EZ2188:UTM  18      -  GARAGE                                   006 31 23.4
 EZ2188
 EZ2188|---------------------------------------------------------------------|
 EZ2188| PID    Reference Object                     Distance      Geod. Az  |
 EZ2188|                                                           dddmmss.s |
 EZ2188| EZ2190 GARAGE                              APPROX. 4.2 KM 0044602.7 |
 EZ2188| EZ2187 SONOCO                              APPROX. 0.6 KM 1931636.6 |
 EZ2188| EZ4533 MT OLIVE NE MUN WATER TK            APPROX. 1.5 KM 2231916.5 |
 EZ2188|---------------------------------------------------------------------|
 EZ2188
 EZ2188                          SUPERSEDED SURVEY CONTROL
 EZ2188
 EZ2188  NAD 83(1986)-  35 13 38.66296(N)    078 02 30.86383(W) AD(       ) 2
 EZ2188  NAD 27      -  35 13 38.07257(N)    078 02 31.90173(W) AD(       ) 2
 EZ2188  NGVD 29 (??/??/92)   50.160  (m)          164.57   (f) ADJ UNCH    2 1
 EZ2188
 EZ2188.Superseded values are not recommended for survey control.
 EZ2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2188.See file dsdata.txt to determine how the superseded data were derived.
 EZ2188
 EZ2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6922302273(NAD 83)
 EZ2188_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2188_STAMPING: ALGIN 1976
 EZ2188_MARK LOGO: NCGS  
 EZ2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2188+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1997
 EZ2188
 EZ2188  HISTORY     - Date     Condition        Report By
 EZ2188  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2188  HISTORY     - 1987     GOOD             USPSQD
 EZ2188  HISTORY     - 19930214 GOOD             USPSQD
 EZ2188  HISTORY     - 19971125 GOOD             NCGS
 EZ2188
 EZ2188                          STATION DESCRIPTION
 EZ2188
 EZ2188'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ2188'ALGIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2188'THE VICINITY OF MOUNT OLIVE, NORTH CAROLINA.
 EZ2188'
 EZ2188'ALGIN IS LOCATED APPROXIMATELY 2.6 MILES NORTHEAST OF MOUNT OLIVE
 EZ2188'AND 2.8 MILES SOUTH OF DUDLEY.  TO REACH STATION FROM INTERSECTION
 EZ2188'OF U.S. 117 WITH SR 1120 AT DUDLEY, PROCEED EAST ALONG SR 1120
 EZ2188'FOR 0.25 MILE TO T INTERSECTION WITH SR 1938 (S), THENCE SOUTH
 EZ2188'ALONG SR 1938 FOR 2.8 MILES TO STATION ON LEFT BETWEEN ROAD AND
 EZ2188'RAILROAD, AT ALGIN DENNISS MAILBOX AND ACROSS HIGHWAY FROM
 EZ2188'DENNIS RESIDENCE AND 0.25 MILE NORTH OF Y INTERSECTION WITH SR
 EZ2188'1940 AND ENTRANCE TO SONOCO PRODUCTS CO.
 EZ2188'
 EZ2188'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2188'ALGIN 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2188'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2188'
 EZ2188'MARK IS 18.5 FT E OF C/L SR 1938
 EZ2188'
 EZ2188'27.9 FT W OF WEST RAIL OF RAILROAD
 EZ2188'
 EZ2188'4.2 FT SE OF ALGIN DENNIS MAILBOX
 EZ2188'
 EZ2188'66.3 FT E OF T.P. 1262
 EZ2188'
 EZ2188'76.8 FT SE OF SOUTHEAST CORNER OF HOUSE ACROSS HIGHWAY
 EZ2188
 EZ2188                          STATION RECOVERY (1987)
 EZ2188
 EZ2188'RECOVERY NOTE BY US POWER SQUADRON 1987 (GTE)
 EZ2188'RECOVERED IN GOOD CONDITION.
 EZ2188
 EZ2188                          STATION RECOVERY (1993)
 EZ2188
 EZ2188'RECOVERY NOTE BY US POWER SQUADRON 1993 (IMS)
 EZ2188'RECOVERED IN GOOD CONDITION.
 EZ2188
 EZ2188                          STATION RECOVERY (1997)
 EZ2188
 EZ2188'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EZ2188'RECOVERED IN GOOD CONDITION WITH THE FOLLOWINGCORRECTIONS AND
 EZ2188'ADDITIONS.
 EZ2188'LOCATED 18.5 FT (5.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR
 EZ2188'1938-OLD MT OLIVE RD., 9.3 FT (2.8 M) SOUTH-SOUTHEAST OF MAILBOX-3546,
 EZ2188'77.2 FT (23.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF FRAME HOUSE
 EZ2188'ACROSS HIGHWAY, 44.5 FT (13.6 M) EAST OF A FIRE HYDRANT,--AND 8.6 FT
 EZ2188'(2.6 M) SOUTH OF THE EAST END OF RCP UNDER SR 1938.
 EZ2188'NOW THE ROBERT LEACH RESIDENCE AND MAILBOX NO.  3546.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0857 ***********************************************************************
 EZ0857  DESIGNATION -  ALICE
 EZ0857  PID         -  EZ0857
 EZ0857  STATE/COUNTY-  NC/WAKE
 EZ0857  USGS QUAD   -  WAKE FOREST (1987)
 EZ0857
 EZ0857                         *CURRENT SURVEY CONTROL
 EZ0857  ___________________________________________________________________
 EZ0857* NAD 83(2001)-  35 57 58.47996(N)    078 34 56.72350(W)     ADJUSTED  
 EZ0857* NAVD 88     -       101.487  (meters)     332.96   (feet)  ADJUSTED  
 EZ0857  ___________________________________________________________________
 EZ0857  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 EZ0857  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 EZ0857  DYNAMIC HT  -         101.401 (meters)     332.68  (feet)  COMP
 EZ0857  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 EZ0857
 EZ0857  HORZ ORDER  -  SECOND
 EZ0857  VERT ORDER  -  SECOND    CLASS 0
 EZ0857
 EZ0857.The horizontal coordinates were established by classical geodetic methods
 EZ0857.and adjusted by the National Geodetic Survey in August 2005.
 EZ0857
 EZ0857.The orthometric height was determined by differential leveling
 EZ0857.and adjusted in June 1991.
 EZ0857
 EZ0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0857
 EZ0857.The geoid height was determined by GEOID03.
 EZ0857
 EZ0857.The dynamic height is computed by dividing the NAVD 88
 EZ0857.geopotential number by the normal gravity value computed on the
 EZ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0857.degrees latitude (g = 980.6199 gals.).
 EZ0857
 EZ0857.The modeled gravity was interpolated from observed gravity values.
 EZ0857
 EZ0857;                    North         East     Units Scale Factor Converg.
 EZ0857;SPC NC       -   245,934.630   647,265.537   MT  0.99995022   +0 14 27.6
 EZ0857;SPC NC       -   806,870.53  2,123,570.35   sFT  0.99995022   +0 14 27.6
 EZ0857;UTM  17      - 3,982,906.617   718,003.505   MT  1.00018564   +1 25 13.5
 EZ0857
 EZ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0857!SPC NC       -   0.99998920  x   0.99995022  =   0.99993942
 EZ0857!UTM  17      -   0.99998920  x   1.00018564  =   1.00017484
 EZ0857
 EZ0857|---------------------------------------------------------------------|
 EZ0857| PID    Reference Object                     Distance      Geod. Az  |
 EZ0857|                                                           dddmmss.s |
 EZ0857| EZ0856 CHIMNEY                             295.304 METERS 09453     |
 EZ0857| EZ5007 LOUISE                              APPROX. 1.2 KM 3012912.9 |
 EZ0857|---------------------------------------------------------------------|
 EZ0857
 EZ0857                          SUPERSEDED SURVEY CONTROL
 EZ0857
 EZ0857  NAD 83(1986)-  35 57 58.48545(N)    078 34 56.73797(W) AD(       ) 2
 EZ0857  NAD 27      -  35 57 57.94798(N)    078 34 57.73069(W) AD(       ) 2
 EZ0857  NGVD 29 (??/??/92)  101.758  (m)          333.85   (f) ADJ UNCH    2 0
 EZ0857
 EZ0857.Superseded values are not recommended for survey control.
 EZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0857.See file dsdata.txt to determine how the superseded data were derived.
 EZ0857
 EZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800482907(NAD 83)
 EZ0857_MARKER: DE = TRAVERSE STATION DISK
 EZ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0857_STAMPING: ALICE 1970
 EZ0857_MARK LOGO: NCGS  
 EZ0857_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0857+STABILITY: SURFACE MOTION
 EZ0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0857+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2008
 EZ0857
 EZ0857  HISTORY     - Date     Condition        Report By
 EZ0857  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0857  HISTORY     - 1972     GOOD             NCGS
 EZ0857  HISTORY     - 19850101 GOOD             NCGS
 EZ0857  HISTORY     - 20080101 GOOD             GEOCAC
 EZ0857
 EZ0857                          STATION DESCRIPTION
 EZ0857
 EZ0857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0857'ALICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0857'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0857'
 EZ0857'ALICE IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF FALLS AND 3.5 MILES
 EZ0857'EAST OF BAYLEAF.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ0857'US 1 AND NC 98, GO WEST ON NC 98 FOR 1.85 MILES TO T INTERSECTION
 EZ0857'OF NC 98 AND SR 1922, CONTINUE WEST ON NC 98 FOR 0.7 MILE TO
 EZ0857'STATION ON LEFT, ON THE EAST SIDE OF THE FIRST OF TWO LARGE OAK
 EZ0857'TREES, AND 0.3 MILE EAST OF INTERSECTION OF NC 98 AND SR 2004.
 EZ0857'
 EZ0857'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0857'ALICE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0857'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0857'
 EZ0857'MARK IS--
 EZ0857'104.5 FEET S OF C/L OF NC 98.
 EZ0857'9.9 FEET E OF ALUMINUM REF. TAG ON A 40 INCH OAK TREE.
 EZ0857'55.0 FEET E OF ALUMINUM REF. TAG ON A 40 INCH OAK TREE.
 EZ0857'61.5 FEET SW OF ALUMINUM REF. TAG ON PP.
 EZ0857
 EZ0857                          STATION RECOVERY (1972)
 EZ0857
 EZ0857'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0857'1.9 MI N FROM FALLS.
 EZ0857'STATION IS 1.9 MI. N OF FALLS AND 3.5 MI. E OF BAYLEAF.  FROM
 EZ0857'INTERSECTION OF U.S. 1 AND NC 98, GO WEST ON NC 98 FOR 1.85 MILES
 EZ0857'TO T INTERSECTION OF NC 98 AND SR 1922, CONTINUE W ON NC 98 FOR
 EZ0857'0.7 MILE TO STATION ON LEFT, ON E SIDE OF THE FIRST OF TWO LARGE
 EZ0857'OAK TREES, AND 0.3 MILE E OF INTERSECTION OF NC 98 AND SR 2004,
 EZ0857'104.5 FT S OF C/L OF NC 98, 9.9 FT E OF ALUM. REF. TAG ON 40 INCH
 EZ0857'OAK, 55.0 FT E OF ALUM. REF. TAG ON 40 INCH OAK AND 61.5 FT SW
 EZ0857'OF ALUM. REF. TAG ON PP.  STATION IS FLUSH WITH THE GROUND.
 EZ0857
 EZ0857                          STATION RECOVERY (1985)
 EZ0857
 EZ0857'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0857'RECOVERED AS DESCRIBED. PROCEED ALONG NC 98 FOR 1.13 KM (0.70 MI)
 EZ0857'WEST-SOUTHWEST OF THE US 1 OVERPASS TO SR 1967 (OLD NC 98), THENCE
 EZ0857'SOUTHWEST ALONG SR 1967 FOR 3.9 KM (2.40 MI) TO THE STATION, ON THE
 EZ0857'LEFT, IN A FIELD ON THE EAST SIDE OF THE EAST-MOST OF TWO LARGE OAKS,
 EZ0857'AND 1.13 KM (0.70 MI) WEST-SOUTHWEST OF THE SR 1968 JUNCTION. THE LINE
 EZ0857'OF SIGHT IS BLOCKED IN BOTH DIRECTIONS.
 EZ0857
 EZ0857                          STATION RECOVERY (2008)
 EZ0857
 EZ0857'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ0857'TO REACH FROM N.C.G.S.  CHIMNEY- ON OLD NC-98 HIGHWAY, PARK AT THE
 EZ0857'BARRICADE AND CONTINUE SOUTHWESTERLY ON FOOT FOR 0.2 MILE. TURN LEFT
 EZ0857'INTO THE WOODS AT A 48-INCH OAK TREE, WHICH IS THE EASTERN OAK
 EZ0857'REFERENCED IN THE DESCRIPTION.
 EZ0857' 
 EZ0857'THE WESTERN OAK HAS DIED BUT THE STUMP REMAINS. THE POWER POLE HAS
 EZ0857'BEEN REPLACED. THE NEW POLE IS 2 FEET NORTH OF THE ORIGINAL POLE
 EZ0857'LOCATION. NO REFERENCE TAGS WERE OBSERVED. THE MONUMENT PROJECTS ONE
 EZ0857'INCH.
 EZ0857' 
 EZ0857'THE DISK IS IN GOOD CONDITION. THE STATION PROBABLY IS NOT SUITABLE
 EZ0857'FOR SATELLITE OBSERVATIONS DUE TO CANOPY.
 EZ0857' 
 EZ0857' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3111 ***********************************************************************
 EZ3111  DESIGNATION -  ALICE
 EZ3111  PID         -  EZ3111
 EZ3111  STATE/COUNTY-  NC/LEE
 EZ3111  USGS QUAD   -  BROADWAY (1981)
 EZ3111
 EZ3111                         *CURRENT SURVEY CONTROL
 EZ3111  ___________________________________________________________________
 EZ3111* NAD 83(2001)-  35 29 55.12309(N)    079 06 37.57371(W)     ADJUSTED  
 EZ3111* NAVD 88     -       109.2    (meters)     358.     (feet)  VERTCON   
 EZ3111  ___________________________________________________________________
 EZ3111  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 EZ3111  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EZ3111  HORZ ORDER  -  SECOND
 EZ3111
 EZ3111.The horizontal coordinates were established by classical geodetic methods
 EZ3111.and adjusted by the National Geodetic Survey in August 2005.
 EZ3111
 EZ3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3111
 EZ3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3111
 EZ3111.The geoid height was determined by GEOID03.
 EZ3111
 EZ3111;                    North         East     Units Scale Factor Converg.
 EZ3111;SPC NC       -   193,983.613   599,582.343   MT  0.99988184   -0 03 49.5
 EZ3111;SPC NC       -   636,427.90  1,967,129.74   sFT  0.99988184   -0 03 49.5
 EZ3111;UTM  17      - 3,929,984.595   671,383.394   MT  0.99996197   +1 05 51.0
 EZ3111
 EZ3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3111!SPC NC       -   0.99998785  x   0.99988184  =   0.99986969
 EZ3111!UTM  17      -   0.99998785  x   0.99996197  =   0.99994982
 EZ3111
 EZ3111:                Primary Azimuth Mark                     Grid Az
 EZ3111:SPC NC       -  JILL                                     024 42 19.6
 EZ3111:UTM  17      -  JILL                                     023 32 39.1
 EZ3111
 EZ3111|---------------------------------------------------------------------|
 EZ3111| PID    Reference Object                     Distance      Geod. Az  |
 EZ3111|                                                           dddmmss.s |
 EZ3111| EZ2919 JILL                                466.335 METERS 0243830.1 |
 EZ3111| EZ3100 MARY                                244.300 METERS 16759     |
 EZ3111|---------------------------------------------------------------------|
 EZ3111
 EZ3111                          SUPERSEDED SURVEY CONTROL
 EZ3111
 EZ3111  NAD 83(1986)-  35 29 55.12755(N)    079 06 37.57779(W) AD(       ) 2
 EZ3111  NAD 27      -  35 29 54.57036(N)    079 06 38.50679(W) AD(       ) 2
 EZ3111  NGVD 29 (07/19/86)  109.4    (m)          359.     (f) VERT ANG    3  
 EZ3111
 EZ3111.Superseded values are not recommended for survey control.
 EZ3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3111.See file dsdata.txt to determine how the superseded data were derived.
 EZ3111
 EZ3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7138329985(NAD 83)
 EZ3111_MARKER: DE = TRAVERSE STATION DISK
 EZ3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3111_STAMPING: ALICE 1970
 EZ3111_MARK LOGO: NCGS  
 EZ3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3111+STABILITY: SURFACE MOTION
 EZ3111
 EZ3111  HISTORY     - Date     Condition        Report By
 EZ3111  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3111
 EZ3111                          STATION DESCRIPTION
 EZ3111
 EZ3111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3111'ALICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3111'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3111'
 EZ3111'ALICE IS LOCATED APPROXIMATELY 3.6 MILES NORTHEAST OF SANFORD.  TO
 EZ3111'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1525 AND SR 1537
 EZ3111'APPROXIMATELY 3.5 MILES EAST OF SANFORD, GO NORTH ON SR 1537 FOR
 EZ3111'1.55 MILES TO SR 1509, CONTINUE NORTH ON SR 1537 FOR 0.35 MILE TO
 EZ3111'STATION ON THE LEFT, APPROXIMATELY 50 FEET NORTH OF A LANE LEADING
 EZ3111'INTO WOODS, AND 0.6 MILE SOUTH OF SR 1508.
 EZ3111'
 EZ3111'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ALICE
 EZ3111'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3111'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3111'
 EZ3111'MARK IS--
 EZ3111'37.0 FEET W OF C/L OF SR 1537.
 EZ3111'10.3 FEET S OF ALUMINUM REF. TAG ON 6 INCH POPLAR TREE.
 EZ3111'6.0 FEET NW OF ALUMINUM REF. TAG ON 4 INCH POPLAR TREE.
 EZ3111'11.0 FEET ENE OF ALUMINUM REF. TAG ON 4 INCH OAK TREE.
 EZ3111'66.4 FEET N OF TOP N END OF 18 INCH CONCRETE CULVERT UNDER DIRT
 EZ3111'ROAD.  78.8 FEET N OF CENTER OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4967 ***********************************************************************
 EZ4967  DESIGNATION -  ALICE
 EZ4967  PID         -  EZ4967
 EZ4967  STATE/COUNTY-  NC/HARNETT
 EZ4967  USGS QUAD   -  ANDERSON CREEK (1981)
 EZ4967
 EZ4967                         *CURRENT SURVEY CONTROL
 EZ4967  ___________________________________________________________________
 EZ4967* NAD 83(2001)-  35 15 38.01303(N)    078 55 22.44683(W)     ADJUSTED  
 EZ4967* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 EZ4967  ___________________________________________________________________
 EZ4967  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 EZ4967  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EZ4967  HORZ ORDER  -  SECOND
 EZ4967
 EZ4967.The horizontal coordinates were established by classical geodetic methods
 EZ4967.and adjusted by the National Geodetic Survey in August 2005.
 EZ4967
 EZ4967.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4967
 EZ4967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4967
 EZ4967.The geoid height was determined by GEOID03.
 EZ4967
 EZ4967;                    North         East     Units Scale Factor Converg.
 EZ4967;SPC NC       -   167,568.974   616,616.087   MT  0.99987260   +0 02 40.2
 EZ4967;SPC NC       -   549,765.88  2,023,014.61   sFT  0.99987260   +0 02 40.2
 EZ4967;UTM  17      - 3,903,916.411   688,949.769   MT  1.00004000   +1 11 58.0
 EZ4967
 EZ4967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4967!SPC NC       -   0.99999563  x   0.99987260  =   0.99986823
 EZ4967!UTM  17      -   0.99999563  x   1.00004000  =   1.00003563
 EZ4967
 EZ4967:                Primary Azimuth Mark                     Grid Az
 EZ4967:SPC NC       -  SHAW                                     008 19 26.3
 EZ4967:UTM  17      -  SHAW                                     007 10 08.5
 EZ4967
 EZ4967|---------------------------------------------------------------------|
 EZ4967| PID    Reference Object                     Distance      Geod. Az  |
 EZ4967|                                                           dddmmss.s |
 EZ4967| EZ4968 SHAW                                480.053 METERS 0082206.5 |
 EZ4967| EZ4966 RABBIT                              APPROX. 0.9 KM 2042651.6 |
 EZ4967|---------------------------------------------------------------------|
 EZ4967
 EZ4967                          SUPERSEDED SURVEY CONTROL
 EZ4967
 EZ4967  NAD 83(1986)-  35 15 38.02098(N)    078 55 22.45489(W) AD(       ) 2
 EZ4967  NAD 27      -  35 15 37.48339(N)    078 55 23.33380(W) AD(       ) 2
 EZ4967  NGVD 29 (07/19/86)   61.1    (m)          200.     (f) VERT ANG    3  
 EZ4967
 EZ4967.Superseded values are not recommended for survey control.
 EZ4967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4967.See file dsdata.txt to determine how the superseded data were derived.
 EZ4967
 EZ4967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8895003916(NAD 83)
 EZ4967_MARKER: DE = TRAVERSE STATION DISK
 EZ4967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4967_STAMPING: ALICE 1972
 EZ4967_MARK LOGO: NCGS  
 EZ4967_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4967+STABILITY: SURFACE MOTION
 EZ4967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4967+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 EZ4967
 EZ4967  HISTORY     - Date     Condition        Report By
 EZ4967  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4967  HISTORY     - 20010801 GOOD             NCGS
 EZ4967  HISTORY     - 20050324 GOOD             GEOCAC
 EZ4967
 EZ4967                          STATION DESCRIPTION
 EZ4967
 EZ4967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4967'ALICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4967'VICINITY OF BUNNLEVEL, NORTH CAROLINA.
 EZ4967'
 EZ4967'ALICE IS LOCATED APPROXIMATELY 8.6 MILES WSW OF BUNNLEVEL AND
 EZ4967'11.2 MILES SW OF LILLINGTON.  TO REACH STATION FROM INTERSECTION OF
 EZ4967'US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG NC
 EZ4967'210 FOR 11.4 MILES TO STATION ON LEFT, 1.0 MILE NORTHEAST OF
 EZ4967'INTERSECTION OF NC 210 WITH SR 2048, AND 0.3 MILE SOUTHWEST OF
 EZ4967'INTERSECTION OF SR 1144, ON THE EDGE OF A 4 FOOT BANK, ON LINE
 EZ4967'WITH AND EAST OF THE SOUTH SIDE OF A CHAIN LINK FENCE SURROUNDING
 EZ4967'A BRICK DWELLING.
 EZ4967'
 EZ4967'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4967'ALICE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4967'IS 2 INCHES ABOVE THE GROUND.
 EZ4967'
 EZ4967'MARK IS--36.5 FEET ESE OF C/L OF NC 210.
 EZ4967'15.1 FEET SW OF BASE OF TP NO. 201 WITH ALUMINUM REF. TAG.
 EZ4967'33.4 FEET WSW OF BASE OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4967'32.5 FEET NNW OF BASE OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EZ4967
 EZ4967                          STATION RECOVERY (2001)
 EZ4967
 EZ4967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB)
 EZ4967'RECOVERED AS DESCRIBED.
 EZ4967
 EZ4967                          STATION RECOVERY (2005)
 EZ4967
 EZ4967'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EZ4967'RECOVERED IN GOOD CONDITION. NOTED CHANGES-- BRICK DWELLING DESCRIBED
 EZ4967'IS ON DUSTIN DR. (DIRT) AND NUMBERED 24. THE NUMBERS 201 ON TELEPHONE
 EZ4967'POLE ARE GONE AND A TELEPHONE PEDESTAL NUMBERED 278E HAS BEEN PLACED
 EZ4967'ADJACENT TO IT. OAK TREE WITH TAG IS PRESENT BUT HAS BEEN STRUCK BY
 EZ4967'LIGHTNING. PINE TREE REF. WAS NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3591 ***********************************************************************
 EY3591  DESIGNATION -  ALICE
 EY3591  PID         -  EY3591
 EY3591  STATE/COUNTY-  NC/PAMLICO
 EY3591  USGS QUAD   -  BROAD CREEK (1980)
 EY3591
 EY3591                         *CURRENT SURVEY CONTROL
 EY3591  ___________________________________________________________________
 EY3591* NAD 83(2001)-  35 07 09.92219(N)    076 36 53.66275(W)     ADJUSTED  
 EY3591* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3591  ___________________________________________________________________
 EY3591  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EY3591  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EY3591  HORZ ORDER  -  THIRD
 EY3591
 EY3591.The horizontal coordinates were established by classical geodetic methods
 EY3591.and adjusted by the National Geodetic Survey in August 2005.
 EY3591
 EY3591.The orthometric height was scaled from a topographic map.
 EY3591
 EY3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3591
 EY3591.The geoid height was determined by GEOID03.
 EY3591
 EY3591;                    North         East     Units Scale Factor Converg.
 EY3591;SPC NC       -   154,521.368   826,967.207   MT  0.99987525   +1 22 35.8
 EY3591;SPC NC       -   506,958.85  2,713,141.58   sFT  0.99987525   +1 22 35.8
 EY3591;UTM  18      - 3,887,479.949   352,844.904   MT  0.99986688   -0 55 45.1
 EY3591
 EY3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3591!SPC NC       -   1.00000576  x   0.99987525  =   0.99988101
 EY3591!UTM  18      -   1.00000576  x   0.99986688  =   0.99987264
 EY3591
 EY3591                          SUPERSEDED SURVEY CONTROL
 EY3591
 EY3591  NAD 83(1986)-  35 07 09.93892(N)    076 36 53.67051(W) AD(       ) 3
 EY3591  NAD 27      -  35 07 09.31600(N)    076 36 54.95300(W) AD(       ) 3
 EY3591
 EY3591.Superseded values are not recommended for survey control.
 EY3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3591.See file dsdata.txt to determine how the superseded data were derived.
 EY3591
 EY3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5284587480(NAD 83)
 EY3591_MARKER: DS = TRIANGULATION STATION DISK
 EY3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3591+STABILITY: SURFACE MOTION
 EY3591
 EY3591  HISTORY     - Date     Condition        Report By
 EY3591  HISTORY     - 1935     MONUMENTED       CGS
 EY3591  HISTORY     - 1950     GOOD             CGS
 EY3591
 EY3591                          STATION DESCRIPTION
 EY3591
 EY3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3591'STATION IS UNOCCUPIED, AT THE HEAD OF SPRING CREEK ON THE
 EY3591'FLORENCE-WHORTONSVLLE ROAD, ABOUT 2 MILES E OF FLORENCE, NORTH
 EY3591'CAROLINA.  IT IS IN A CLUMP OF LOW TREES, ABOUT 200 YARDS N OF
 EY3591'THE BRIDGE OVER SPRING CREEK.  IT IS 170 FEET NE OF THE CENTER
 EY3591'OF THE ROAD, AND ABOUT 15 YARDS W OF THE MARSH LINE.
 EY3591'
 EY3591'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 EY3591'DISKS SET IN CONCRETE AS DESCRIBED.
 EY3591'
 EY3591'REFERENCE MARK NO. 1 IS W AND REFERENCE MARK NO. 2 IS S OF THE
 EY3591'STATION.  PROPERTY IS OWNED BY ALICE SQUIRES AND MARY GREEN.
 EY3591'
 EY3591'TO REACH FROM BAYBORO, SET 0.0, GO E ON HIGHWAY 302, AT 4.4
 EY3591'TURN LEFT ON DIRT ROAD AT MERRITT POST OFFICE AND CONTINUE TO
 EY3591'10.8 AT FLORENCE.  TURN RIGHT HERE AND CONTINUE TO 12.8 TO
 EY3591'TRIANGLE BLAZED ON TREE ON LEFT, JUST BEFORE REACHING BRIDGE
 EY3591'NEAR SPRING CREEK.  STATION IS 170 FEET E OF THIS POINT.
 EY3591'
 EY3591'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EY3591
 EY3591                          STATION RECOVERY (1950)
 EY3591
 EY3591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EY3591'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  REMAINS OF
 EY3591'R.M. 1 WERE FOUND WITH DISK REMOVED.  1935 DESCRIPTION FOUND
 EY3591'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3591'
 EY3591'STATION IS NEAR THE HEAD OF SPRING CREEK, ON THE
 EY3591'FLORENCE-WHARTONSVLLE ROAD, ABOUT 2 MILES SE OF FLORENCE, ABOUT
 EY3591'1.9 MILES NE OF WHARTONSVLLE, 54.2 METERS E OF A POINT ON THE
 EY3591'CENTER LINE OF THE ROAD WHICH IS 145.4 METERS NNW OF THE CENTER
 EY3591'OF THE BRIDGE OVER SPRING CREEK, 11.0 METERS W OF THE EDGE OF
 EY3591'THE MARSH, AND 8.45 METERS WSW OF A LONE PINE NEAR THE
 EY3591'MARSH.  A BRONZE STATION DISK SET IN CONCRETE AND STAMPED ALICE
 EY3591'1935.
 EY3591'
 EY3591'R.M. 2 IS 12.73 METERS SW OF THE STATION, IN THE TREES NEAR
 EY3591'THE EDGE OF MARSH.  IT IS A BRONZE REFERENCE DISK SET IN
 EY3591'CONCRETE AND STAMPED ALICE NO. 2, 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3549 ***********************************************************************
 FY3549  DESIGNATION -  ALICE
 FY3549  PID         -  FY3549
 FY3549  STATE/COUNTY-  NC/GUILFORD
 FY3549  USGS QUAD   -  GREENSBORO (1994)
 FY3549
 FY3549                         *CURRENT SURVEY CONTROL
 FY3549  ___________________________________________________________________
 FY3549* NAD 83(2001)-  36 02 56.22474(N)    079 51 38.05812(W)     ADJUSTED  
 FY3549* NAVD 88     -       247.5    (meters)     812.     (feet)  VERTCON   
 FY3549  ___________________________________________________________________
 FY3549  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 FY3549  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FY3549  HORZ ORDER  -  SECOND
 FY3549
 FY3549.The horizontal coordinates were established by classical geodetic methods
 FY3549.and adjusted by the National Geodetic Survey in August 2005.
 FY3549
 FY3549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3549
 FY3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3549
 FY3549.The geoid height was determined by GEOID03.
 FY3549
 FY3549;                    North         East     Units Scale Factor Converg.
 FY3549;SPC NC       -   255,368.229   532,060.237   MT  0.99996927   -0 29 48.1
 FY3549;SPC NC       -   837,820.60  1,745,600.96   sFT  0.99996927   -0 29 48.1
 FY3549;UTM  17      - 3,989,978.487   602,632.559   MT  0.99972979   +0 40 14.1
 FY3549
 FY3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3549!SPC NC       -   0.99996603  x   0.99996927  =   0.99993530
 FY3549!UTM  17      -   0.99996603  x   0.99972979  =   0.99969583
 FY3549
 FY3549|---------------------------------------------------------------------|
 FY3549| PID    Reference Object                     Distance      Geod. Az  |
 FY3549|                                                           dddmmss.s |
 FY3549| FY3605 MERRITT                             374.821 METERS 10035     |
 FY3549| FY3559 DELAPP                              APPROX. 0.7 KM 2653412.6 |
 FY3549|---------------------------------------------------------------------|
 FY3549
 FY3549                          SUPERSEDED SURVEY CONTROL
 FY3549
 FY3549  NAD 83(1993)-  36 02 56.23135(N)    079 51 38.06537(W) AD(       ) 2
 FY3549  NAD 83(1986)-  36 02 56.23150(N)    079 51 38.06595(W) AD(       ) 2
 FY3549  NAD 27      -  36 02 55.74633(N)    079 51 38.94862(W) AD(       ) 2
 FY3549  NGVD 29 (07/19/86)  247.7    (m)          813.     (f) VERT ANG    3  
 FY3549
 FY3549.Superseded values are not recommended for survey control.
 FY3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3549.See file dsdata.txt to determine how the superseded data were derived.
 FY3549
 FY3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0263389978(NAD 83)
 FY3549_MARKER: DE = TRAVERSE STATION DISK
 FY3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3549_STAMPING: ALICE 1963
 FY3549_MARK LOGO: NCGS  
 FY3549_PROJECTION: FLUSH
 FY3549_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3549+STABILITY: SURFACE MOTION
 FY3549
 FY3549  HISTORY     - Date     Condition        Report By
 FY3549  HISTORY     - 1963     MONUMENTED       NCGS
 FY3549  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY3549  HISTORY     - 19940804 SEE DESCRIPTION  NCGS
 FY3549  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 FY3549
 FY3549                          STATION DESCRIPTION
 FY3549
 FY3549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3549'ALICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 FY3549'VICINITY OF GREENSBORO, NORTH CAROLINA.
 FY3549'
 FY3549'ALICE IS 4.2 MILES SW OF GREENSBORO, LOCATED 0.2 MILES NW
 FY3549'ALONG I 40 FROM BRIDGE ON MERRITT DRIVE.  0.3 MILES SE OF
 FY3549'BRIDGE ON W. BOUND LANE OF I 40 OVER NC 6 (PATTERSON ST.).  ON
 FY3549'NE SIDE OF I 40 AND AT CURVE IN ROAD.
 FY3549'
 FY3549'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3549'ALICE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3549'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3549'
 FY3549'MARK IS
 FY3549'
 FY3549'27.5 FT NE OF C/L OF W BOUND LANE OF I 40
 FY3549'
 FY3549'57.0 FT SE OF 3 LEAD NAILS IN 30 INCH OAK
 FY3549'
 FY3549'27.7 FT NE OF HIGHWAY STATION IN CONCRETE ROADWAY, STA. 310+00
 FY3549'
 FY3549'75.5 FT W OF ROAD REFLECTOR 49/1080
 FY3549'
 FY3549'125.1 FT E OF ROAD REFLECTOR 49/1077
 FY3549'
 FY3549'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3549
 FY3549                          STATION RECOVERY (1984)
 FY3549
 FY3549'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRB)
 FY3549'DID NOT RECOVERY.
 FY3549'
 FY3549'LOOK FOR BUT DID NOT RECOVER.
 FY3549
 FY3549                          STATION RECOVERY (1994)
 FY3549
 FY3549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FY3549'NOT FOUND--ALL OF THE REFERENCE WERE GONE AND LINE OF SIGHT BLOCKED.
 FY3549
 FY3549                          STATION RECOVERY (2003)
 FY3549
 FY3549'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 FY3549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8901 ***********************************************************************
 AI8901  DESIGNATION -  ALICE
 AI8901  PID         -  AI8901
 AI8901  STATE/COUNTY-  NC/BURKE
 AI8901  USGS QUAD   -  VALDESE (1993)
 AI8901
 AI8901                         *CURRENT SURVEY CONTROL
 AI8901  ___________________________________________________________________
 AI8901* NAD 83(2007)-  35 40 00.83790(N)    081 33 42.41683(W)     ADJUSTED  
 AI8901* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 AI8901  ___________________________________________________________________
 AI8901  EPOCH DATE  -        2002.00
 AI8901  X           -     761,283.670 (meters)                     COMP
 AI8901  Y           -  -5,131,714.839 (meters)                     COMP
 AI8901  Z           -   3,698,399.602 (meters)                     COMP
 AI8901  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AI8901  ELLIP HEIGHT-         294.567 (meters)          (02/10/07) ADJUSTED
 AI8901  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 AI8901
 AI8901  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8901  Type    PID    Designation                      North   East  Ellip
 AI8901  -------------------------------------------------------------------
 AI8901  NETWORK AI8901 ALICE                             0.49   0.43   0.98
 AI8901  -------------------------------------------------------------------
 AI8901
 AI8901.The horizontal coordinates were established by GPS observations
 AI8901.and adjusted by the National Geodetic Survey in February 2007.
 AI8901
 AI8901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8901.The horizontal coordinates are valid at the epoch date displayed above.
 AI8901.The epoch date for horizontal control is a decimal equivalence
 AI8901.of Year/Month/Day.
 AI8901
 AI8901.The orthometric height was determined by GPS observations and a
 AI8901.high-resolution geoid model.
 AI8901
 AI8901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8901
 AI8901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8901
 AI8901.The ellipsoidal height was determined by GPS observations
 AI8901.and is referenced to NAD 83.
 AI8901
 AI8901.The geoid height was determined by GEOID03.
 AI8901
 AI8901;                    North         East     Units Scale Factor Converg.
 AI8901;SPC NC       -   215,636.354   377,703.256   MT  0.99989877   -1 28 42.9
 AI8901;SPC NC       -   707,466.94  1,239,181.43   sFT  0.99989877   -1 28 42.9
 AI8901;UTM  17      - 3,947,149.098   449,155.553   MT  0.99963186   -0 19 39.2
 AI8901
 AI8901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8901!SPC NC       -   0.99995377  x   0.99989877  =   0.99985254
 AI8901!UTM  17      -   0.99995377  x   0.99963186  =   0.99958565
 AI8901
 AI8901                          SUPERSEDED SURVEY CONTROL
 AI8901
 AI8901  NAD 83(2001)-  35 40 00.83793(N)    081 33 42.41671(W) AD(       ) 1
 AI8901  ELLIP H (03/13/03)  294.577  (m)                       GP(       ) 4 2
 AI8901  NAD 83(1986)-  35 40 00.84684(N)    081 33 42.42001(W) AD(       ) 1
 AI8901
 AI8901.Superseded values are not recommended for survey control.
 AI8901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8901.See file dsdata.txt to determine how the superseded data were derived.
 AI8901
 AI8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4915647149(NAD 83)
 AI8901_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8901_STAMPING: ALICE 1996
 AI8901_MARK LOGO: NCGS  
 AI8901_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8901+STABILITY: SURFACE MOTION
 AI8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8901+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8901
 AI8901  HISTORY     - Date     Condition        Report By
 AI8901  HISTORY     - 1996     MONUMENTED       NCGS
 AI8901
 AI8901                          STATION DESCRIPTION
 AI8901
 AI8901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8901'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH-NORTHEAST OF PLEASANT
 AI8901'GROVE AND 8.8 MI (14.2 KM) SOUTHEAST OF MORGANTON.
 AI8901'PROCEED ALONG NC 18 FOR 5.3 MI (8.5 KM) NORTH FROM CATAWBA/BURKE
 AI8901'COUNTY LINE, THENCE WEST FOR 1.65 MI (2.66 KM) ALONG SR 1916-RIVER
 AI8901'ROAD TO STATION.
 AI8901'MARK IS ABOUT LEVEL WITH RIVER ROAD AND FLUSH WITH GROUND.  LOCATED
 AI8901'22.5 FT (6.9 M) SOUTHEAST OF THE CENTERLINE OF SR 1916, 1.8 FT (0.5 M)
 AI8901'WEST-SOUTHWEST OF WITNESS POST AND 104.5 FT (31.9 M) SOUTH OF POWER
 AI8901'POLE, 365.0 FT (111.3 M) NORTHEAST OF POWER POLE--BOTH WITH REFERENCE
 AI8901'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1578 ***********************************************************************
 EY1578  DESIGNATION -  ALISA
 EY1578  PID         -  EY1578
 EY1578  STATE/COUNTY-  NC/WASHINGTON
 EY1578  USGS QUAD   -  NEW LAKE NW (1985)
 EY1578
 EY1578                         *CURRENT SURVEY CONTROL
 EY1578  ___________________________________________________________________
 EY1578* NAD 83(2001)-  35 43 57.37992(N)    076 26 02.96266(W)     ADJUSTED  
 EY1578* NAVD 88     -         4.346  (meters)      14.26   (feet)  ADJUSTED  
 EY1578  ___________________________________________________________________
 EY1578  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 EY1578  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY1578  DYNAMIC HT  -           4.342 (meters)      14.25  (feet)  COMP
 EY1578  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 EY1578
 EY1578  HORZ ORDER  -  SECOND
 EY1578  VERT ORDER  -  SECOND    CLASS II
 EY1578
 EY1578.The horizontal coordinates were established by classical geodetic methods
 EY1578.and adjusted by the National Geodetic Survey in August 2005.
 EY1578
 EY1578.The orthometric height was determined by differential leveling
 EY1578.and adjusted in June 1991.
 EY1578
 EY1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1578
 EY1578.The geoid height was determined by GEOID03.
 EY1578
 EY1578.The dynamic height is computed by dividing the NAVD 88
 EY1578.geopotential number by the normal gravity value computed on the
 EY1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1578.degrees latitude (g = 980.6199 gals.).
 EY1578
 EY1578.The modeled gravity was interpolated from observed gravity values.
 EY1578
 EY1578;                    North         East     Units Scale Factor Converg.
 EY1578;SPC NC       -   222,933.028   841,678.341   MT  0.99990772   +1 28 51.3
 EY1578;SPC NC       -   731,406.11  2,761,406.36   sFT  0.99990772   +1 28 51.3
 EY1578;UTM  18      - 3,955,239.229   370,303.623   MT  0.99980728   -0 50 15.6
 EY1578
 EY1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1578!SPC NC       -   1.00000519  x   0.99990772  =   0.99991291
 EY1578!UTM  18      -   1.00000519  x   0.99980728  =   0.99981247
 EY1578
 EY1578:                Primary Azimuth Mark                     Grid Az
 EY1578:SPC NC       -  LEO                                      088 40 00.5
 EY1578:UTM  18      -  LEO                                      090 59 07.4
 EY1578
 EY1578|---------------------------------------------------------------------|
 EY1578| PID    Reference Object                     Distance      Geod. Az  |
 EY1578|                                                           dddmmss.s |
 EY1578| EY1580 LEO                                 APPROX. 0.6 KM 0900851.8 |
 EY1578| EY1579 STUCK                                28.219 METERS 09151     |
 EY1578| EY1577 CUT                                 215.327 METERS 17729     |
 EY1578|---------------------------------------------------------------------|
 EY1578
 EY1578                          SUPERSEDED SURVEY CONTROL
 EY1578
 EY1578  NAD 83(1986)-  35 43 57.39548(N)    076 26 02.97368(W) AD(       ) 2
 EY1578  NAD 27      -  35 43 56.79919(N)    076 26 04.22033(W) AD(       ) 2
 EY1578  NGVD 29 (07/19/86)    4.70   (m)           15.4    (f) LEVELING    3  
 EY1578
 EY1578.Superseded values are not recommended for survey control.
 EY1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1578.See file dsdata.txt to determine how the superseded data were derived.
 EY1578
 EY1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7030455239(NAD 83)
 EY1578_MARKER: DB = BENCH MARK DISK
 EY1578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY1578_SP_SET: 46 FT.
 EY1578_STAMPING: ALISA 1976
 EY1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1578
 EY1578  HISTORY     - Date     Condition        Report By
 EY1578  HISTORY     - 1976     MONUMENTED       NGS
 EY1578  HISTORY     - 1976     GOOD             NCGS
 EY1578
 EY1578                          STATION DESCRIPTION
 EY1578
 EY1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EY1578'ALISA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1578'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1578'
 EY1578'ALISA IS LOCATED APPROXIMATELY 9.6 MILES SOUTH OF CRESWELL
 EY1578'AND 14.2 MILES SOUTHEAST OF ROPER.  TO REACH STATION FROM
 EY1578'INTERSECTION OF U.S. 64 AND NC 32 WITH SR 1126 IN ROPER, PROCEED
 EY1578'SOUTHEASTERLY ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE
 EY1578'ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183
 EY1578'FOR 2.8 MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT
 EY1578'ALONG SR 1183 FOR 7.0 MILES TO END OF STATE MAINTAINED ROAD AND
 EY1578'BEGINNING OF A SMALL WOODS ROAD, CONTINUE STRAIGHT AHEAD ALONG
 EY1578'WOODS ROAD FOR 0.5 MILE TO A DIM WOODS ROAD NORTH AND STATION
 EY1578'APPROXIMATELY 700 FEET NORTH ALONG THIS WOODS ROAD NEAR THE
 EY1578'END.
 EY1578'
 EY1578'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY BENCH
 EY1578'MARK DISK, STAMPED ALISA 1976, SET ON A COPPER COATED STEEL ROD
 EY1578'3 INCHES ABOVE THE SURFACE OF THE GROUND, PROTECTED BY A 4 INCH
 EY1578'PVC PIPE, DRIVEN TO REFUSAL AT A DEPTH OF 46 FEET.
 EY1578'
 EY1578'MARK IS 3.8 FT WNW OF C/L OF DIM WOODS ROAD
 EY1578'
 EY1578'25.9 FT WSW OF 12 IN PINE WITH ALUMINUM REF. TAG
 EY1578'
 EY1578'47.5 FT SSW OF 12 IN PINE WITH ALUMINUM REF. TAG
 EY1578'
 EY1578'9.4 FT ESE OF 4 IN PINE WITH ALUMINUM REF. TAG
 EY1578'
 EY1578'12.0 FT SSE OF 4 IN PINE WITH ALUMINUM REF. TAG
 EY1578'
 EY1578'34.3 FT NNW OF 4 IN BAY WITH ALUMINUM REF. TAG.
 EY1578
 EY1578                          STATION RECOVERY (1976)
 EY1578
 EY1578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1578'9.6 MI S FROM CRESWELL.
 EY1578'STATION IS LOCATED APPROXIMATELY 14.2 MILES SOUTHEAST OF ROPER.  TO
 EY1578'REACH STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN
 EY1578'ROPER, PROCEED SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183
 EY1578'(ENTRANCE ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR
 EY1578'2.8 MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR
 EY1578'1183 FOR 7.0 MILES TO END OF A STATE MAINTAINED ROAD AND BEGINNING OF
 EY1578'A SMALL WOODS ROAD, CONTINUE STRAIGHT AHEAD ALONG WOODS ROAD FOR 0.5
 EY1578'MILE TO A DIM WOODS ROAD NORTH AND STATION APPROXIMATELY 700 FEET
 EY1578'NORTH ALONG THIS WOODS ROAD NEAR THE END.  3.8 FT. WNW OF CENTER LINE
 EY1578'OF DIM WOODS ROAD, 25.9 FT. WSW OF 12 IN. PINE WITH ALUMINUM REF. TAG,
 EY1578'47.5 FT. SSW OF 12 IN. PINE WITH ALUMINUM REF. TAG, 9.4 FT. ESE OF 4
 EY1578'IN. PINE WITH ALUMINUM REF. TAG, 12.0 FT. SSE OF 4 IN. PINE WITH
 EY1578'ALUMINUM REF. TAG AND 34.3 FT. NNW OF 4 IN. BAY WITH ALUMINUM REF.
 EY1578'TAG.  DISK IS SET ON A COPPER COATED STEEL ROD 3 INCHES ABOVE THE
 EY1578'SURFACE OF THE GROUND PROTECTED BY A 4 INCH PVC PIPE DRIVEN TO REFUSAL
 EY1578'AT A DEPTH OF 46 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3037 ***********************************************************************
 FA3037  DESIGNATION -  ALL
 FA3037  PID         -  FA3037
 FA3037  STATE/COUNTY-  NC/ALEXANDER
 FA3037  USGS QUAD   -  ELLENDALE (1970)
 FA3037
 FA3037                         *CURRENT SURVEY CONTROL
 FA3037  ___________________________________________________________________
 FA3037* NAD 83(2001)-  35 55 06.54165(N)    081 15 58.29515(W)     ADJUSTED  
 FA3037* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 FA3037  ___________________________________________________________________
 FA3037  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FA3037  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA3037  HORZ ORDER  -  THIRD
 FA3037
 FA3037.The horizontal coordinates were established by classical geodetic methods
 FA3037.and adjusted by the National Geodetic Survey in August 2005.
 FA3037
 FA3037.The orthometric height was scaled from a topographic map.
 FA3037
 FA3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3037
 FA3037.The geoid height was determined by GEOID03.
 FA3037
 FA3037;                    North         East     Units Scale Factor Converg.
 FA3037;SPC NC       -   242,890.697   405,092.820   MT  0.99994018   -1 18 28.7
 FA3037;SPC NC       -   796,883.90  1,329,042.03   sFT  0.99994018   -1 18 28.7
 FA3037;UTM  17      - 3,974,939.903   475,983.956   MT  0.99960711   -0 09 22.2
 FA3037
 FA3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3037!SPC NC       -   0.99994299  x   0.99994018  =   0.99988317
 FA3037!UTM  17      -   0.99994299  x   0.99960711  =   0.99955012
 FA3037
 FA3037:                Primary Azimuth Mark                     Grid Az
 FA3037:SPC NC       -  ALL AZ MK                                046 07 44.1
 FA3037:UTM  17      -  ALL AZ MK                                044 58 37.6
 FA3037
 FA3037|---------------------------------------------------------------------|
 FA3037| PID    Reference Object                     Distance      Geod. Az  |
 FA3037|                                                           dddmmss.s |
 FA3037| FA3933 ALL AZ MK                                          0444915.4 |
 FA3037| FA2877 SHERRILL YARN MILLS WATER TANK      APPROX. 9.7 KM 0890647.2 |
 FA3037| FA3935 ALL RM 1                             22.689 METERS 11516     |
 FA3037| FA3936 ALL RM 2                             25.239 METERS 22853     |
 FA3037| FA3934 ALL AZ MK 2                                        2502733.4 |
 FA3037|---------------------------------------------------------------------|
 FA3037
 FA3037                          SUPERSEDED SURVEY CONTROL
 FA3037
 FA3037  NAD 83(1986)-  35 55 06.54767(N)    081 15 58.30083(W) AD(       ) 3
 FA3037  NAD 27      -  35 55 06.07200(N)    081 15 58.99600(W) AD(       ) 3
 FA3037
 FA3037.Superseded values are not recommended for survey control.
 FA3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3037.See file dsdata.txt to determine how the superseded data were derived.
 FA3037
 FA3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7598474940(NAD 83)
 FA3037_MARKER: DS = TRIANGULATION STATION DISK
 FA3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3037
 FA3037  HISTORY     - Date     Condition        Report By
 FA3037  HISTORY     - 1949     MONUMENTED       CGS
 FA3037  HISTORY     - 1966     GOOD             CGS
 FA3037  HISTORY     - 1978     GOOD             NGS
 FA3037
 FA3037                          STATION DESCRIPTION
 FA3037
 FA3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FA3037'STATION IS LOCATED 6 MILES WEST OF TAYLORSVILLE AND 2 MILES
 FA3037'SOUTH OF ALL HEALING SPRINGS ON PROPERTY OWNED BY LEVI
 FA3037'TEAGUE.  IT IS 44 FEET NORTH OF THE CENTER LINE OF STATE
 FA3037'HIGHWAY 127, 40 FEET WEST OF A POWER LINE POLE AND 3 FEET WEST
 FA3037'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 FA3037'DISK IS STAMPED ALL 1948.
 FA3037'
 FA3037'REFERENCE MARK NO. 1 IS 25 FEET SOUTHEAST OF THE CENTER OF
 FA3037'THE HIGHWAY AND 10 FEET EAST OF A TELEPHONE POLE.  THE MARK
 FA3037'PROJECTS 10 INCHES AND THE DISK IS STAMPED ALL NO 1 1949.
 FA3037'
 FA3037'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE CENTER OF THE
 FA3037'HIGHWAY.  THE MARK PROJECTS 12 INCHES AND THE DISK IS STAMPED
 FA3037'ALL NO 2 1949.
 FA3037'
 FA3037'AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY,
 FA3037'17 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 2 FEET NORTHWEST
 FA3037'OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE
 FA3037'DISK IS STAMPED ALL 1949.
 FA3037'
 FA3037'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 FA3037'AND 90 IN THE NORTHWEST SECTION OF TAYLORSVILLE GO WEST ON
 FA3037'HIGHWAY 90 FOR 4.4 MILES TO THE JUNCTION OF STATE HIGHWAY 127,
 FA3037'TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 FA3037'DESCRIBED, CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT
 FA3037'AS DESCRIBED.
 FA3037'
 FA3037'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA3037
 FA3037                          STATION RECOVERY (1966)
 FA3037
 FA3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA3037'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1949.  THE AZIMUTH
 FA3037'MARK, IN WAY OF CONSTRUCTION OF THE ROAD, WAS DESTROYED, AND
 FA3037'AZIMUTH MARK 2 WAS ESTABLISHED.
 FA3037'
 FA3037'AZIMUTH MARK IS A STANDARD DISK STAMPED ALL 1949 AZ 2 1966,
 FA3037'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 FA3037'INCHES.  IT IS 0.2 MILE SOUTHWEST OF THE STATION MARK, IN THE
 FA3037'NORTHEAST QUADRANT OF THE CROSSROADS, 30 FEET SOUTHEAST OF THE
 FA3037'CENTER OF STATE HIGHWAY 90, 2 FEET NORTHEAST OF THE DITCH OF
 FA3037'A DIRT ROAD, 3 FEET SOUTHWEST OF A WIRE FENCE CORNER, AND 1
 FA3037'FOOT SOUTHEAST OF A METAL WITNESS POST.
 FA3037'
 FA3037'TO REACH FROM THE STATION, GO SOUTHWEST ON STATE HIGHWAY 90
 FA3037'FOR 0.2 MILE TO THE CROSSROAD AND THE MARK ON THE LEFT.
 FA3037
 FA3037                          STATION RECOVERY (1978)
 FA3037
 FA3037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FA3037'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FA3037'WERE RECOVERED IN GOOD CONDITION.
 FA3037'
 FA3037'A NEW DESCRIPTION FOLLOWS--
 FA3037'
 FA3037'THE STATION IS ABOUT 15 MILES NORTH OF HICKORY, 6 MILES WEST OF
 FA3037'TAYLORSVILLE, 2 MILES SOUTH OF ALL HEALING SPRINGS AND ON PROPERTY
 FA3037'OWNED BY MR. LEVI TEAGUE.
 FA3037'
 FA3037'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 90
 FA3037'AND 16 IN THE NORTHWEST PART OF TAYLORSVILLE, GO WEST OF STATE
 FA3037'HIGHWAY 90 FOR 4.45 MILES TO STATE HIGHWAY 127.  TURN LEFT AND GO
 FA3037'SOUTH ON STATE HIGHWAY 127 FOR 0.4 MILE TO A CURVE IN THE ROAD AND
 FA3037'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 FA3037'STATION GO SOUTHWEST ON STATE HIGHWAY 127 FOR 0.2 MILE TO THE
 FA3037'AZIMUTH MARK ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 FA3037'INTERSECTION OF STATE ROUTE 127 AND COUNTY ROAD 1166.
 FA3037'
 FA3037'THE STATION MARK, STAMPED ALL 1949 IS SET IN THE TOP OF A 12 INCH
 FA3037'SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 46 FEET SOUTH
 FA3037'OF POWERLINE POLE NUMBER 147 AND 43 FEET NORTHWEST OF THE
 FA3037'CENTERLINE OF STATE ROUTE 127.
 FA3037'
 FA3037'REFERENCE MARK 1, STAMPED ALL NO 1 1949 IS A STANDARD DISK SET
 FA3037'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10
 FA3037'INCHES.  IT IS 47 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX, 27
 FA3037'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 127 AND ABOUT 8
 FA3037'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 FA3037'
 FA3037'REFERENCE MARK 2, STAMPED ALL NO 2 1949 IS A STANDARD DISK SET IN
 FA3037'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 FA3037'INCHES.  IT IS 125 FEET SOUTHWEST OF THE POWERLINE POLE, 115 FEET
 FA3037'EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 32 FEET NORTH OF
 FA3037'THE CENTERLINE OF STATE ROUTE 127 AND ABOUT 3 FEET LOWER THAN THE
 FA3037'STATION MARK.
 FA3037'
 FA3037'THE AZIMUTH MARK, STAMPED ALL 1949 AZ 2 1966, IS A STANDARD DISK
 FA3037'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST AND IS 6 INCHES
 FA3037'BELOW THE GROUND SURFACE.  IT IS 74 FEET WEST OF POWERLINE POLE
 FA3037'NUMBER T 144, 34 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 1166,
 FA3037'33 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 127, 3 FEET
 FA3037'NORTHEAST OF A TELEPHONE JUNCTION BOX AND 2 FEET SOUTHWEST OF A
 FA3037'METAL WITNESS POST.
 FA3037'
 FA3037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA3037'2 MILES SOUTH OF ALL HEALING SPRINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3223 ***********************************************************************
 EY3223  DESIGNATION -  ALL
 EY3223  PID         -  EY3223
 EY3223  STATE/COUNTY-  NC/TYRRELL
 EY3223  USGS QUAD   -  FAIRFIELD NE (1974)
 EY3223
 EY3223                         *CURRENT SURVEY CONTROL
 EY3223  ___________________________________________________________________
 EY3223* NAD 83(2001)-  35 40 25.91676(N)    076 05 43.23719(W)     ADJUSTED  
 EY3223* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3223  ___________________________________________________________________
 EY3223  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EY3223  GEOID HEIGHT-         -38.60  (meters)                     GEOID03
 EY3223  HORZ ORDER  -  THIRD
 EY3223
 EY3223.The horizontal coordinates were established by classical geodetic methods
 EY3223.and adjusted by the National Geodetic Survey in August 2005.
 EY3223
 EY3223.The orthometric height was scaled from a topographic map.
 EY3223
 EY3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3223
 EY3223.The geoid height was determined by GEOID03.
 EY3223
 EY3223;                    North         East     Units Scale Factor Converg.
 EY3223;SPC NC       -   217,263.433   872,505.907   MT  0.99989965   +1 40 35.3
 EY3223;SPC NC       -   712,805.11  2,862,546.46   sFT  0.99989965   +1 40 35.3
 EY3223;UTM  18      - 3,948,328.994   400,872.464   MT  0.99972109   -0 38 19.8
 EY3223
 EY3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3223!SPC NC       -   1.00000595  x   0.99989965  =   0.99990560
 EY3223!UTM  18      -   1.00000595  x   0.99972109  =   0.99972704
 EY3223
 EY3223|---------------------------------------------------------------------|
 EY3223| PID    Reference Object                     Distance      Geod. Az  |
 EY3223|                                                           dddmmss.s |
 EY3223| EY4726 ALL RM 2                             16.697 METERS 02650     |
 EY3223| EY4725 ALL RM 1                              9.142 METERS 02650     |
 EY3223| EY3229 ENTRANCE                            APPROX. 1.1 KM 2265740.8 |
 EY3223|---------------------------------------------------------------------|
 EY3223
 EY3223                          SUPERSEDED SURVEY CONTROL
 EY3223
 EY3223  NAD 83(1986)-  35 40 25.92935(N)    076 05 43.24384(W) AD(       ) 3
 EY3223  NAD 27      -  35 40 25.33400(N)    076 05 44.54500(W) AD(       ) 3
 EY3223
 EY3223.Superseded values are not recommended for survey control.
 EY3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3223.See file dsdata.txt to determine how the superseded data were derived.
 EY3223
 EY3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0087248329(NAD 83)
 EY3223_MARKER: DS = TRIANGULATION STATION DISK
 EY3223_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3223_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3223
 EY3223  HISTORY     - Date     Condition        Report By
 EY3223  HISTORY     - 1935     MONUMENTED       CGS
 EY3223  HISTORY     - 1951     SEE DESCRIPTION  CGS
 EY3223
 EY3223                          STATION DESCRIPTION
 EY3223
 EY3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EY3223'STATION IS LOCATED ON THE N SHORE OF ALLIGATOR RIVER ON A SHARP
 EY3223'POINT DIRECTLY ACROSS THE RIVER FROM THE ENTRANCE OF THE
 EY3223'ALLIGATOR RIVER-PUNGO RIVER CANAL.  THE SHORE LINE IS VERY FOUL
 EY3223'AND IRREGULAR.  IT IS ONE METER FROM THE SHORE LINE TO THE
 EY3223'E, 3 METERS FROM THE SHORE TO THE W, AND 3 METERS INSHORE FROM
 EY3223'THE TIP OF THE POINT.
 EY3223'
 EY3223'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 EY3223'TOP OF A TILE, AND IS STAMPED ALL
 EY3223'1935.  REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS
 EY3223'SET IN CONCRETE.
 EY3223'
 EY3223'THE REFERENCE MARKS ARE NEARLY IN RANGE AND ARE ABOUT IN THE
 EY3223'MIDDLE OF THE NECK OF LAND FORMING THE POINT.  THEY ARE STAMPED
 EY3223'WITH THE NAME OF STATION, NUMBER AND YEAR.
 EY3223
 EY3223                          STATION RECOVERY (1951)
 EY3223
 EY3223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3223'STATION MARK COULD NOT BE FOUND.  WAS REPORTED AS DESTROYED IN
 EY3223'1942 BY THE U.S.E.  REFERENCE MARK 1 WAS FOUND LYING HORIZONTALLY
 EY3223'OFFSHORE AND THE DISK WAS REMOVED.  REFERENCE MARK 2 COULD NOT
 EY3223'BE FOUND.  IT IS BELIEVED TO HAVE BEEN WASHED OUT BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5361 ***********************************************************************
 FA5361  DESIGNATION -  ALL AZ MK 2
 FA5361  PID         -  FA5361
 FA5361  STATE/COUNTY-  NC/ALEXANDER
 FA5361  USGS QUAD   -  ELLENDALE (1970)
 FA5361
 FA5361                         *CURRENT SURVEY CONTROL
 FA5361  ___________________________________________________________________
 FA5361* NAD 83(2007)-  35 55 03.07737(N)    081 16 10.29865(W)     ADJUSTED  
 FA5361* NAVD 88     -       399.8    (meters)    1312.     (feet)  VERTCON   
 FA5361  ___________________________________________________________________
 FA5361  EPOCH DATE  -        2002.00
 FA5361  X           -     784,989.834 (meters)                     COMP
 FA5361  Y           -  -5,111,747.467 (meters)                     COMP
 FA5361  Z           -   3,720,999.368 (meters)                     COMP
 FA5361  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FA5361  ELLIP HEIGHT-         367.218 (meters)          (02/10/07) ADJUSTED
 FA5361  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 FA5361
 FA5361  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5361  Type    PID    Designation                      North   East  Ellip
 FA5361  -------------------------------------------------------------------
 FA5361  NETWORK FA5361 ALL AZ MK 2                       0.61   0.59   1.49
 FA5361  -------------------------------------------------------------------
 FA5361
 FA5361.The horizontal coordinates were established by GPS observations
 FA5361.and adjusted by the National Geodetic Survey in February 2007.
 FA5361
 FA5361.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5361.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5361.The horizontal coordinates are valid at the epoch date displayed above.
 FA5361.The epoch date for horizontal control is a decimal equivalence
 FA5361.of Year/Month/Day.
 FA5361
 FA5361.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5361
 FA5361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5361
 FA5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5361
 FA5361.The ellipsoidal height was determined by GPS observations
 FA5361.and is referenced to NAD 83.
 FA5361
 FA5361.The geoid height was determined by GEOID03.
 FA5361
 FA5361;                    North         East     Units Scale Factor Converg.
 FA5361;SPC NC       -   242,790.831   404,789.533   MT  0.99993998   -1 18 35.7
 FA5361;SPC NC       -   796,556.25  1,328,046.99   sFT  0.99993998   -1 18 35.7
 FA5361;UTM  17      - 3,974,833.996   475,682.838   MT  0.99960729   -0 09 29.2
 FA5361
 FA5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5361!SPC NC       -   0.99994237  x   0.99993998  =   0.99988235
 FA5361!UTM  17      -   0.99994237  x   0.99960729  =   0.99954968
 FA5361
 FA5361|---------------------------------------------------------------------|
 FA5361| PID    Reference Object                     Distance      Geod. Az  |
 FA5361|                                                           dddmmss.s |
 FA5361| FA5362 ALL RESET                           319.330 METERS 07029     |
 FA5361|---------------------------------------------------------------------|
 FA5361
 FA5361                          SUPERSEDED SURVEY CONTROL
 FA5361
 FA5361  NAD 83(2001)-  35 55 03.07762(N)    081 16 10.29845(W) AD(       ) 1
 FA5361  ELLIP H (03/13/03)  367.215  (m)                       GP(       ) 4 2
 FA5361  NAD 83(1986)-  35 55 03.08314(N)    081 16 10.30322(W) AD(       ) 1
 FA5361  NGVD 29 (11/04/93)  400.0    (m)         1312.     (f) GPS OBS     3  
 FA5361
 FA5361.Superseded values are not recommended for survey control.
 FA5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5361.See file dsdata.txt to determine how the superseded data were derived.
 FA5361
 FA5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7568374834(NAD 83)
 FA5361_MARKER: DZ = AZIMUTH MARK DISK
 FA5361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5361_SP_SET: CONCRETE POST
 FA5361_STAMPING: ALL 1949 AZ 2 1966
 FA5361_MARK LOGO: CGS   
 FA5361_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA5361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5361+STABILITY: SURFACE MOTION
 FA5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5361+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 FA5361
 FA5361  HISTORY     - Date     Condition        Report By
 FA5361  HISTORY     - 1966     MONUMENTED       CGS
 FA5361  HISTORY     - 19911218 GOOD             NCGS
 FA5361
 FA5361                          STATION DESCRIPTION
 FA5361
 FA5361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5361'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF TAYLORSVILLE.
 FA5361'ALONG NC 127 FOR 0.65 MI (1.05 KM) SOUTHWEST FROM US 64-NC 90 TO THE
 FA5361'SR 1166 (WILLIE MCLEOD ROAD) AND SR 1167 (D.G. ECHERD ROAD)
 FA5361'CROSSROAD, IN THE SOUTHEAST QUADRANT.
 FA5361'MARK IS LEVEL WITH THE ROAD AND FLUSH WITH GROUND. LOCATED 34.0 FT
 FA5361'(10.4 M) SOUTH OF THE CENTERLINE OF NC 127, 33.0 FT (10.1 M) EAST OF
 FA5361'THE CENTERLINE OF SR 1166, AND 74.1 FT (22.6 M) WEST OF A POWER POLE
 FA5361'WITH A TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5362 ***********************************************************************
 FA5362  DESIGNATION -  ALL RESET
 FA5362  PID         -  FA5362
 FA5362  STATE/COUNTY-  NC/ALEXANDER
 FA5362  USGS QUAD   -  ELLENDALE (1970)
 FA5362
 FA5362                         *CURRENT SURVEY CONTROL
 FA5362  ___________________________________________________________________
 FA5362* NAD 83(2007)-  35 55 06.53989(N)    081 15 58.29413(W)     ADJUSTED  
 FA5362* NAVD 88     -       398.0    (meters)    1306.     (feet)  VERTCON   
 FA5362  ___________________________________________________________________
 FA5362  EPOCH DATE  -        2002.00
 FA5362  X           -     785,277.605 (meters)                     COMP
 FA5362  Y           -  -5,111,638.439 (meters)                     COMP
 FA5362  Z           -   3,721,084.738 (meters)                     COMP
 FA5362  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FA5362  ELLIP HEIGHT-         365.406 (meters)          (02/10/07) ADJUSTED
 FA5362  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 FA5362
 FA5362  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5362  Type    PID    Designation                      North   East  Ellip
 FA5362  -------------------------------------------------------------------
 FA5362  NETWORK FA5362 ALL RESET                         0.63   0.63   1.55
 FA5362  -------------------------------------------------------------------
 FA5362
 FA5362.The horizontal coordinates were established by GPS observations
 FA5362.and adjusted by the National Geodetic Survey in February 2007.
 FA5362
 FA5362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5362.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5362.The horizontal coordinates are valid at the epoch date displayed above.
 FA5362.The epoch date for horizontal control is a decimal equivalence
 FA5362.of Year/Month/Day.
 FA5362
 FA5362.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5362
 FA5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5362
 FA5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5362
 FA5362.The ellipsoidal height was determined by GPS observations
 FA5362.and is referenced to NAD 83.
 FA5362
 FA5362.The geoid height was determined by GEOID03.
 FA5362
 FA5362;                    North         East     Units Scale Factor Converg.
 FA5362;SPC NC       -   242,890.642   405,092.844   MT  0.99994018   -1 18 28.7
 FA5362;SPC NC       -   796,883.71  1,329,042.11   sFT  0.99994018   -1 18 28.7
 FA5362;UTM  17      - 3,974,939.849   475,983.981   MT  0.99960711   -0 09 22.2
 FA5362
 FA5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5362!SPC NC       -   0.99994265  x   0.99994018  =   0.99988284
 FA5362!UTM  17      -   0.99994265  x   0.99960711  =   0.99954978
 FA5362
 FA5362|---------------------------------------------------------------------|
 FA5362| PID    Reference Object                     Distance      Geod. Az  |
 FA5362|                                                           dddmmss.s |
 FA5362| FA3935 ALL RM 1                             22.677 METERS 11515     |
 FA5362| FA3936 ALL RM 2                             25.234 METERS 22854     |
 FA5362| FA5361 ALL AZ MK 2                         319.330 METERS 25029     |
 FA5362|---------------------------------------------------------------------|
 FA5362
 FA5362                          SUPERSEDED SURVEY CONTROL
 FA5362
 FA5362  NAD 83(2001)-  35 55 06.54013(N)    081 15 58.29393(W) AD(       ) 1
 FA5362  ELLIP H (03/13/03)  365.403  (m)                       GP(       ) 4 2
 FA5362  NAD 83(1986)-  35 55 06.54567(N)    081 15 58.29871(W) AD(       ) 1
 FA5362  NGVD 29 (11/04/93)  398.2    (m)         1306.     (f) GPS OBS     3  
 FA5362
 FA5362.Superseded values are not recommended for survey control.
 FA5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5362.See file dsdata.txt to determine how the superseded data were derived.
 FA5362
 FA5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7598474940(NAD 83)
 FA5362_MARKER: DS = TRIANGULATION STATION DISK
 FA5362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5362_SP_SET: CONCRETE POST
 FA5362_STAMPING: ALL 1949 1991
 FA5362_MARK LOGO: CGS   
 FA5362_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA5362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5362+STABILITY: SURFACE MOTION
 FA5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5362+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5362
 FA5362  HISTORY     - Date     Condition        Report By
 FA5362  HISTORY     - 1991     MONUMENTED       NCGS
 FA5362
 FA5362                          STATION DESCRIPTION
 FA5362
 FA5362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5362'THIS STATION STAMPED---ALL 1949 1991---WAS SET DIRECTLY OVER THE
 FA5362'UNDERGROUND MARK STAMPED---ALL 1949---AFTER THE SURFACE MARK ALSO
 FA5362'STAMPED---ALL 1949---WAS FOUND BROKEN OFF. BOTH REFERENCE MARKS 1 AND
 FA5362'2 AND WERE FOUND IN GOOD CONDITION. AZIMUTH MARK 2 1966 WAS ALSO
 FA5362'FOUND AND THEN POSITIONED (SEE DESCRIPTION THEREOF).
 FA5362'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF TAYLORSVILLE.
 FA5362'ALONG NC 127 FOR 0.4 MI (0.6 KM) SOUTHWEST FROM US 64-NC 90, ON THE
 FA5362'NORTHWEST SIDE OF THE ROAD, OR 0.25 MI (0.40 KM) NORTHEAST OF THE SR
 FA5362'1166 (WILLIE MCLEOD ROAD)-SR 1167 (D.G. ECHERD ROAD) CROSSROAD.
 FA5362'STATION MARK IS ABOUT 42.7 FT (13.0 M) NORTH-NORTHWEST OF THE
 FA5362'CENTERLINE OF NC 127, 93.7 FT (28.6 M) OF A TELEPHONE PEDESTAL, 3.4
 FA5362'FT (1.0 M) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST--AND 45.6 FT
 FA5362'(13.9 M) SOUTHWEST OF A POWER POLE, 50.5 FT (15.4 M) SOUTHEAST OF A
 FA5362'14-INCH MAPLE--BOTH WITH REFERENCE TAGS.
 FA5362'REFERENCE MARK 1 STAMPED---ALL NO 1 1949---IS ABOUT 1 FOOT LOWER THAN
 FA5362'THE ROAD AND PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 27.0 FT
 FA5362'(8.2 M) SOUTHEAST OF THE CENTERLINE OF NC 127, 47.2 FT (14.4 M)
 FA5362'SOUTHWEST OF A TELEPHONE PEDESTAL, AND 11.7 FT (3.6 M) EAST-NORTHEAST
 FA5362'OF A FENCE POST WITH A REFERENCE TAG.
 FA5362'REFERENCE MARK 2 STAMPED---ALL NO 2 1949---IS ABOUT 6 FEET HIGHER THAN
 FA5362'ROAD AND FLUSH WITH GROUND. LOCATED 32.0 FT (9.8 M) NORTH-NORTHWEST
 FA5362'OF THE CENTERLINE OF NC 127--AND 84.9 FT (25.9 M) SOUTH-SOUTHWEST OF
 FA5362'AN 18-INCH MAPLE, 127.8 FT (39.0 M) SOUTHWEST OF A POWER POLE--BOTH
 FA5362'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2790 ***********************************************************************
 EY2790  DESIGNATION -  ALLEGOOD
 EY2790  PID         -  EY2790
 EY2790  STATE/COUNTY-  NC/WAYNE
 EY2790  USGS QUAD   -  LA GRANGE (1983)
 EY2790
 EY2790                         *CURRENT SURVEY CONTROL
 EY2790  ___________________________________________________________________
 EY2790* NAD 83(2007)-  35 18 31.00015(N)    077 49 46.14472(W)     ADJUSTED  
 EY2790* NAVD 88     -        31.8    (meters)     104.     (feet)  GPS OBS   
 EY2790  ___________________________________________________________________
 EY2790  EPOCH DATE  -        2002.00
 EY2790  X           -   1,098,531.215 (meters)                     COMP
 EY2790  Y           -  -5,093,596.873 (meters)                     COMP
 EY2790  Z           -   3,665,858.220 (meters)                     COMP
 EY2790  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 EY2790  ELLIP HEIGHT-          -3.628 (meters)          (02/10/07) ADJUSTED
 EY2790  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EY2790
 EY2790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2790  Type    PID    Designation                      North   East  Ellip
 EY2790  -------------------------------------------------------------------
 EY2790  NETWORK EY2790 ALLEGOOD                          0.65   0.51   1.35
 EY2790  -------------------------------------------------------------------
 EY2790
 EY2790.The horizontal coordinates were established by GPS observations
 EY2790.and adjusted by the National Geodetic Survey in February 2007.
 EY2790
 EY2790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2790.The horizontal coordinates are valid at the epoch date displayed above.
 EY2790.The epoch date for horizontal control is a decimal equivalence
 EY2790.of Year/Month/Day.
 EY2790
 EY2790.The orthometric height was determined by GPS observations and a
 EY2790.high-resolution geoid model.
 EY2790
 EY2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2790
 EY2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2790
 EY2790.The ellipsoidal height was determined by GPS observations
 EY2790.and is referenced to NAD 83.
 EY2790
 EY2790.The geoid height was determined by GEOID03.
 EY2790
 EY2790;                    North         East     Units Scale Factor Converg.
 EY2790;SPC NC       -   173,524.246   716,036.708   MT  0.99987308   +0 40 32.1
 EY2790;SPC NC       -   569,304.13  2,349,197.10   sFT  0.99987308   +0 40 32.1
 EY2790;UTM  18      - 3,910,940.925   242,743.008   MT  1.00041568   -1 38 10.6
 EY2790
 EY2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2790!SPC NC       -   1.00000057  x   0.99987308  =   0.99987365
 EY2790!UTM  18      -   1.00000057  x   1.00041568  =   1.00041625
 EY2790
 EY2790|---------------------------------------------------------------------|
 EY2790| PID    Reference Object                     Distance      Geod. Az  |
 EY2790|                                                           dddmmss.s |
 EY2790| AH2781 9 WC 23                             191.108 METERS 01412     |
 EY2790| AH2714 ISLAND                              APPROX. 1.1 KM 1255631.8 |
 EY2790| EY2791 ISLER                               APPROX. 1.4 KM 3003739.4 |
 EY2790| AH2782 9 WC 22                             195.121 METERS 31012     |
 EY2790|---------------------------------------------------------------------|
 EY2790
 EY2790                          SUPERSEDED SURVEY CONTROL
 EY2790
 EY2790  NAD 83(2001)-  35 18 31.00044(N)    077 49 46.14433(W) AD(       ) 1
 EY2790  ELLIP H (03/13/03)   -3.625  (m)                       GP(       ) 4 2
 EY2790  NAD 83(1986)-  35 18 31.01050(N)    077 49 46.15227(W) AD(       ) 1
 EY2790  NAD 83(1986)-  35 18 31.00977(N)    077 49 46.15449(W) AD(       ) 2
 EY2790  NAD 27      -  35 18 30.42251(N)    077 49 47.22818(W) AD(       ) 2
 EY2790  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG    3  
 EY2790
 EY2790.Superseded values are not recommended for survey control.
 EY2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2790.See file dsdata.txt to determine how the superseded data were derived.
 EY2790
 EY2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4274310941(NAD 83)
 EY2790_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY2790_SP_SET: TRAFFIC ISLAND
 EY2790_STAMPING: ALLEGOOD 1976
 EY2790_MARK LOGO: NCGS  
 EY2790_PROJECTION: FLUSH
 EY2790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2790+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 EY2790
 EY2790  HISTORY     - Date     Condition        Report By
 EY2790  HISTORY     - 1976     MONUMENTED       NCGS
 EY2790  HISTORY     - 1987     GOOD             USPSQD
 EY2790  HISTORY     - 19901210 GOOD             NCGS
 EY2790  HISTORY     - 19990421 GOOD             NCGS
 EY2790  HISTORY     - 19991005 GOOD             USAF
 EY2790  HISTORY     - 20050301 MARK NOT FOUND   USPSQD
 EY2790
 EY2790                          STATION DESCRIPTION
 EY2790
 EY2790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2790'ALLEGOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EY2790'APPROXIMATELY 2.3 MILES WEST OF LA GRANGE (LENOIR COUNTY) AND
 EY2790'10.8 MILES ESE OF GOLDSBORO, NORTH CAROLINA.  TO REACH STATION
 EY2790'FROM CROSSROADS INTERSECTION OF U.S. 70 WITH NC 111 AND SR 1713
 EY2790'SOUTHEAST OF GOLDSBORO, PROCEED EASTERLY ALONG U.S. 70 FOR 5.7
 EY2790'MILES TO STATION ON LEFT IN THE CONCRETE TRAFFIC ISLAND AT
 EY2790'INTERSECTION WITH SR 1731, 0.2 MILE WEST OF WAYNE - LENOIR
 EY2790'COUNTY LINE, AND NEAR ALLEGOOD CHEVROLET GROUNDS.
 EY2790'
 EY2790'STATION MARK IS A STANDARD BRASS DISK, STAMPED ALLEGOOD 1976,
 EY2790'SET FLUSH IN DRILL HOLE IN TRAFFIC ISLAND.
 EY2790'
 EY2790'MARK IS 54.6 FT NE OF C/L OF W BOUND LANE OF U.S. 70
 EY2790'
 EY2790'23.8 FT NE OF STOP SIGN WITH ALUMINUM REF. TAG IN TRAFFIC ISLAND
 EY2790'
 EY2790'127.0 FT W OF FENCE POST WITH ALUMINUM REF. TAG
 EY2790'
 EY2790'126.2 FT S OF FENCE POST WITH ALUMINUM REF. TAG
 EY2790'
 EY2790'29.1 FT NE OF S END OF TRAFFIC ISLAND
 EY2790
 EY2790                          STATION RECOVERY (1987)
 EY2790
 EY2790'RECOVERY NOTE BY US POWER SQUADRON 1987 (GS)
 EY2790'RECOVERED IN GOOD CONDITION.
 EY2790
 EY2790                          STATION RECOVERY (1990)
 EY2790
 EY2790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY2790'RECOVERED AS DESCRIBED. THE LINE OF SIGHT TO STATION BANK, ESTABLISHED
 EY2790'IN 1976, IS NOW BLOCKED.
 EY2790
 EY2790                          STATION RECOVERY (1999)
 EY2790
 EY2790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2790'REFERENCES NOT CHECKED THIS DATE.
 EY2790
 EY2790                          STATION RECOVERY (1999)
 EY2790
 EY2790'RECOVERY NOTE BY US AIR FORCE 1999
 EY2790'RECOVERED AS DESCRIBED.
 EY2790
 EY2790                          STATION RECOVERY (2005)
 EY2790
 EY2790'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2790'ALLGOOD CHEVROLET IS NOW DAN WISE CHEVROLET.  NEW TRAFFIC ISLAND
 EY2790'PRESENT AT REFERENCE LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1467 ***********************************************************************
 EA1467  DESIGNATION -  ALLEN
 EA1467  PID         -  EA1467
 EA1467  STATE/COUNTY-  NC/ONSLOW
 EA1467  USGS QUAD   -  HUBERT (1988)
 EA1467
 EA1467                         *CURRENT SURVEY CONTROL
 EA1467  ___________________________________________________________________
 EA1467* NAD 83(2001)-  34 43 01.22674(N)    077 11 14.61549(W)     ADJUSTED  
 EA1467* NAVD 88     -        11.054  (meters)      36.27   (feet)  ADJUSTED  
 EA1467  ___________________________________________________________________
 EA1467  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EA1467  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA1467  DYNAMIC HT  -          11.044 (meters)      36.23  (feet)  COMP
 EA1467  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EA1467
 EA1467  HORZ ORDER  -  SECOND
 EA1467  VERT ORDER  -  FIRST     CLASS II
 EA1467
 EA1467.The horizontal coordinates were established by classical geodetic methods
 EA1467.and adjusted by the National Geodetic Survey in August 2005.
 EA1467
 EA1467.The orthometric height was determined by differential leveling
 EA1467.and adjusted in June 1991.
 EA1467
 EA1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1467
 EA1467.The geoid height was determined by GEOID03.
 EA1467
 EA1467.The dynamic height is computed by dividing the NAVD 88
 EA1467.geopotential number by the normal gravity value computed on the
 EA1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1467.degrees latitude (g = 980.6199 gals.).
 EA1467
 EA1467.The modeled gravity was interpolated from observed gravity values.
 EA1467
 EA1467;                    North         East     Units Scale Factor Converg.
 EA1467;SPC NC       -   108,786.939   775,615.245   MT  0.99991585   +1 02 46.3
 EA1467;SPC NC       -   356,911.82  2,544,664.35   sFT  0.99991585   +1 02 46.3
 EA1467;UTM  18      - 3,843,839.225   299,694.753   MT  1.00009454   -1 14 46.3
 EA1467
 EA1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1467!SPC NC       -   1.00000409  x   0.99991585  =   0.99991994
 EA1467!UTM  18      -   1.00000409  x   1.00009454  =   1.00009863
 EA1467
 EA1467                          SUPERSEDED SURVEY CONTROL
 EA1467
 EA1467  NAD 83(1986)-  34 43 01.23829(N)    077 11 14.62591(W) AD(       ) 2
 EA1467  NAVD 88 (04/01/97)   11.05   (m)           36.3    (f) LEVELING    3  
 EA1467
 EA1467.Superseded values are not recommended for survey control.
 EA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1467.See file dsdata.txt to determine how the superseded data were derived.
 EA1467
 EA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9969543839(NAD 83)
 EA1467_MARKER: DE = TRAVERSE STATION DISK
 EA1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1467_SP_SET: CONCRETE POST
 EA1467_STAMPING: ALLEN 1982
 EA1467_MARK LOGO: NCGS  
 EA1467_PROJECTION: FLUSH
 EA1467_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1467+STABILITY: SURFACE MOTION
 EA1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1467+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1467
 EA1467  HISTORY     - Date     Condition        Report By
 EA1467  HISTORY     - 1982     MONUMENTED       NCGS
 EA1467  HISTORY     - 1982     GOOD             NCGS
 EA1467  HISTORY     - 19820315 GOOD             NCGS
 EA1467  HISTORY     - 1987     GOOD             USPSQD
 EA1467  HISTORY     - 19910330 GOOD             USPSQD
 EA1467  HISTORY     - 20040906 GOOD             GEOCAC
 EA1467  HISTORY     - 20051101 GOOD             USPSQD
 EA1467
 EA1467                          STATION DESCRIPTION
 EA1467
 EA1467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1467'2.7 MI EAST FROM HUBERT.
 EA1467'2.7 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 172 AT
 EA1467'HUBERT, ON BANK AT A POWER POLE WITH A LARGE BRACE POLE, APPROXIMATELY
 EA1467'300 FEET WEST OF PAVED ROAD ENTRANCE TO HIGHWAY, AND 0.2 MILE WEST OF
 EA1467'INTERSECTION WITH SR 1433, 99.6 FEET NORTH OF CENTERLINE OF WEST BOUND
 EA1467'LANES, 46.4 FEET SOUTH OF CENTERLINE OF PAVED ROAD, 16.6 FEET WEST OF
 EA1467'POWER POLE AND 23.0 FEET SOUTHWEST OF BRACE POLE BOTH WITH REFERENCE
 EA1467'TAGS.
 EA1467'THE MARK IS 10 FT ABOVE HIGHWAY.
 EA1467
 EA1467                          STATION RECOVERY (1982)
 EA1467
 EA1467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1467'RECOVERED AS DESCRIBED.
 EA1467
 EA1467                          STATION RECOVERY (1987)
 EA1467
 EA1467'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EA1467'RECOVERED IN GOOD CONDITION.
 EA1467
 EA1467                          STATION RECOVERY (1991)
 EA1467
 EA1467'RECOVERY NOTE BY US POWER SQUADRON 1991 (JWZ)
 EA1467'RECOVERED IN GOOD CONDITION.
 EA1467
 EA1467                          STATION RECOVERY (2004)
 EA1467
 EA1467'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 EA1467'RECOVERED IN GOOD CONDITION.
 EA1467
 EA1467                          STATION RECOVERY (2005)
 EA1467
 EA1467'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1127 ***********************************************************************
 EY1127  DESIGNATION -  ALLEN
 EY1127  PID         -  EY1127
 EY1127  STATE/COUNTY-  NC/EDGECOMBE
 EY1127  USGS QUAD   -  HARTSEASE (1981)
 EY1127
 EY1127                         *CURRENT SURVEY CONTROL
 EY1127  ___________________________________________________________________
 EY1127* NAD 83(2001)-  35 55 59.28005(N)    077 41 20.17779(W)     ADJUSTED  
 EY1127* NAVD 88     -        32.468  (meters)     106.52   (feet)  ADJUSTED  
 EY1127  ___________________________________________________________________
 EY1127  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EY1127  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EY1127  DYNAMIC HT  -          32.440 (meters)     106.43  (feet)  COMP
 EY1127  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 EY1127
 EY1127  HORZ ORDER  -  SECOND
 EY1127  VERT ORDER  -  SECOND    CLASS I
 EY1127
 EY1127.The horizontal coordinates were established by classical geodetic methods
 EY1127.and adjusted by the National Geodetic Survey in August 2005.
 EY1127
 EY1127.The orthometric height was determined by differential leveling
 EY1127.and adjusted in June 1991.
 EY1127
 EY1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1127
 EY1127.The geoid height was determined by GEOID03.
 EY1127
 EY1127.The dynamic height is computed by dividing the NAVD 88
 EY1127.geopotential number by the normal gravity value computed on the
 EY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1127.degrees latitude (g = 980.6199 gals.).
 EY1127
 EY1127.The modeled gravity was interpolated from observed gravity values.
 EY1127
 EY1127;                    North         East     Units Scale Factor Converg.
 EY1127;SPC NC       -   242,962.870   727,900.929   MT  0.99994319   +0 45 24.1
 EY1127;SPC NC       -   797,120.68  2,388,121.63   sFT  0.99994319   +0 45 24.1
 EY1127;UTM  18      - 3,979,873.873   257,420.015   MT  1.00032515   -1 34 43.5
 EY1127
 EY1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1127!SPC NC       -   1.00000042  x   0.99994319  =   0.99994361
 EY1127!UTM  18      -   1.00000042  x   1.00032515  =   1.00032557
 EY1127
 EY1127:                Primary Azimuth Mark                     Grid Az
 EY1127:SPC NC       -  PENELO RM 3 AZIMUTH RESET                098 06 12.3
 EY1127:UTM  18      -  PENELO RM 3 AZIMUTH RESET                100 26 19.9
 EY1127
 EY1127|---------------------------------------------------------------------|
 EY1127| PID    Reference Object                     Distance      Geod. Az  |
 EY1127|                                                           dddmmss.s |
 EY1127| EY1123 PENELO RM 3 AZIMUTH RESET           APPROX. 0.7 KM 0985136.4 |
 EY1127|---------------------------------------------------------------------|
 EY1127
 EY1127                          SUPERSEDED SURVEY CONTROL
 EY1127
 EY1127  NAD 83(1986)-  35 55 59.28609(N)    077 41 20.18750(W) AD(       ) 2
 EY1127  NAD 27      -  35 55 58.72469(N)    077 41 21.27220(W) AD(       ) 2
 EY1127  NGVD 29 (??/??/92)   32.788  (m)          107.57   (f) ADJ UNCH    2 1
 EY1127
 EY1127.Superseded values are not recommended for survey control.
 EY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1127.See file dsdata.txt to determine how the superseded data were derived.
 EY1127
 EY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5742079874(NAD 83)
 EY1127_MARKER: DD = SURVEY DISK
 EY1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1127_STAMPING: ALLEN 1963
 EY1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1127+STABILITY: SURFACE MOTION
 EY1127
 EY1127  HISTORY     - Date     Condition        Report By
 EY1127  HISTORY     - 1963     MONUMENTED       NCGS
 EY1127  HISTORY     - 1975     GOOD             NGS
 EY1127  HISTORY     - 1976     GOOD             NCGS
 EY1127  HISTORY     - 19990226 GOOD             USPSQD
 EY1127
 EY1127                          STATION DESCRIPTION
 EY1127
 EY1127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY1127'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY1127'ESTABLISHED IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY1127'
 EY1127'ALLEN IS 5.8 MILES EAST OF THE CENTER OF ROCKY MOUNT.  0.75
 EY1127'MILES WEST ALONG U.S. 64 FROM INTERSECTION OF SR 1225, 1.0 MILE
 EY1127'SE OF BRIDGE OVER BUCK CREEK AND ON THE NE SHOULDER OF U.S. 64,
 EY1127'APPROXIMATELY 200 FT WEST OF TANGENT TO CURVE.
 EY1127'
 EY1127'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1127'ALLEN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1127'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1127'
 EY1127'MARK IS
 EY1127'
 EY1127'18.0 FT N OF C/L OF U.S. 64
 EY1127'
 EY1127'82.9 FT SE OF 3 LEAD NAILS IN TP ON N SIDE OF U.S. 64
 EY1127'
 EY1127'62.6 FT SW OF 3 LEAD NAILS IN TP ON N SIDE OF U.S. 64
 EY1127
 EY1127                          STATION RECOVERY (1975)
 EY1127
 EY1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY1127'STATION RECOVERED GOOD.
 EY1127'
 EY1127'MARK IS 3 INCHES BELOW.
 EY1127'
 EY1127'CHANGE REFERENCES AS FOLLOWS--
 EY1127'18.0 FEET N OF C/L OF US 64.
 EY1127'82.9 FEET SE OF TP WITH ALUMINUM REF. TAG.
 EY1127'63.9 FEET SW OF TP NO. 241 WITH ALUMINUM REF. TAG.
 EY1127'62.6 FEET NNE OF 14 INCH PINE WITH ALUMINUM REF. TAG.
 EY1127'
 EY1127'NEAREST TOWN--ROCKY MOUNT, 5.8 MILES E OF.
 EY1127
 EY1127                          STATION RECOVERY (1976)
 EY1127
 EY1127'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1127'5.8 MI E FROM ROCKY MOUNT.
 EY1127'TO REACH STATION FROM THE INTERSECTION OF US 64 WITH SR 1250
 EY1127'(SPRINGFIELD RD.) EAST OF ROCKY MOUNT, PROCEED EAST ALONG US 64 FOR
 EY1127'3.85 MILES TO STATION ON LEFT IN SHOULDER AND APPROXIMATELY 200 FEET
 EY1127'WEST OF BEGINNING OF CURVE IN HIGHWAY.  0.7 MILE WEST OF T
 EY1127'INTERSECTION WITH SR 1225 (S).  18.0 FT. N OF CENTERLINE OF US 64,
 EY1127'82.9 FT. SE OF TP WITH ALUMINUM REF. TAG ON NORTH SIDE OF US 64, 63.9
 EY1127'FT. SW OF TP WITH ALUMINUM REF. TAG ON NORTH SIDE OF US 64 AND 62.6
 EY1127'FT. NNE OF 14 WITH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN
 EY1127'CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1127
 EY1127                          STATION RECOVERY (1999)
 EY1127
 EY1127'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1623 ***********************************************************************
 EY1623  DESIGNATION -  ALLEN
 EY1623  PID         -  EY1623
 EY1623  STATE/COUNTY-  NC/WASHINGTON
 EY1623  USGS QUAD   -  ROPER SOUTH (1974)
 EY1623
 EY1623                         *CURRENT SURVEY CONTROL
 EY1623  ___________________________________________________________________
 EY1623* NAD 83(2001)-  35 46 34.20762(N)    076 31 34.55999(W)     ADJUSTED  
 EY1623* NAVD 88     -         3.677  (meters)      12.06   (feet)  ADJUSTED  
 EY1623  ___________________________________________________________________
 EY1623  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EY1623  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EY1623  DYNAMIC HT  -           3.674 (meters)      12.05  (feet)  COMP
 EY1623  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 EY1623
 EY1623  HORZ ORDER  -  SECOND
 EY1623  VERT ORDER  -  SECOND    CLASS II
 EY1623
 EY1623.The horizontal coordinates were established by classical geodetic methods
 EY1623.and adjusted by the National Geodetic Survey in August 2005.
 EY1623
 EY1623.The orthometric height was determined by differential leveling
 EY1623.and adjusted in June 1991.
 EY1623
 EY1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1623
 EY1623.The geoid height was determined by GEOID03.
 EY1623
 EY1623.The dynamic height is computed by dividing the NAVD 88
 EY1623.geopotential number by the normal gravity value computed on the
 EY1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1623.degrees latitude (g = 980.6199 gals.).
 EY1623
 EY1623.The modeled gravity was interpolated from observed gravity values.
 EY1623
 EY1623;                    North         East     Units Scale Factor Converg.
 EY1623;SPC NC       -   227,553.159   833,228.414   MT  0.99991438   +1 25 40.0
 EY1623;SPC NC       -   746,563.99  2,733,683.55   sFT  0.99991438   +1 25 40.0
 EY1623;UTM  18      - 3,960,197.096   362,048.340   MT  0.99983451   -0 53 32.7
 EY1623
 EY1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1623!SPC NC       -   1.00000525  x   0.99991438  =   0.99991963
 EY1623!UTM  18      -   1.00000525  x   0.99983451  =   0.99983976
 EY1623
 EY1623|---------------------------------------------------------------------|
 EY1623| PID    Reference Object                     Distance      Geod. Az  |
 EY1623|                                                           dddmmss.s |
 EY1623| EY1624 ANDY                                399.185 METERS 19414     |
 EY1623|---------------------------------------------------------------------|
 EY1623
 EY1623                          SUPERSEDED SURVEY CONTROL
 EY1623
 EY1623  NAD 83(1986)-  35 46 34.22392(N)    076 31 34.56982(W) AD(       ) 2
 EY1623  NAD 27      -  35 46 33.63319(N)    076 31 35.80238(W) AD(       ) 2
 EY1623  NGVD 29 (??/??/92)    4.007  (m)           13.15   (f) ADJ UNCH    2 2
 EY1623
 EY1623.Superseded values are not recommended for survey control.
 EY1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1623.See file dsdata.txt to determine how the superseded data were derived.
 EY1623
 EY1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6204860197(NAD 83)
 EY1623_MARKER: DE = TRAVERSE STATION DISK
 EY1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1623_STAMPING: ALLEN 1976
 EY1623_MARK LOGO: NCGS  
 EY1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1623+STABILITY: SURFACE MOTION
 EY1623
 EY1623  HISTORY     - Date     Condition        Report By
 EY1623  HISTORY     - 1976     MONUMENTED       NCGS
 EY1623  HISTORY     - 1976     GOOD             NCGS
 EY1623
 EY1623                          STATION DESCRIPTION
 EY1623
 EY1623'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1623'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1623'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1623'
 EY1623'ALLEN IS LOCATED APPROXIMATELY 8.6 MILES SOUTHEAST OF ROPER AND
 EY1623'9.9 MILES SOUTHWEST OF CRESWELL.  TO REACH STATION FROM THE
 EY1623'INTERSECTION OF U.S. 64 AND NC 32 WITH SR 1126 IN ROPER, PROCEED
 EY1623'SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE ROAD
 EY1623'TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR 2.8 MILES
 EY1623'TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR 1183
 EY1623'FOR 0.9 MILE TO STATION ON RIGHT IN WEST SHOULDER OF ROAD.
 EY1623'
 EY1623'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1623'ALLEN 1976, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT FLUSH
 EY1623'WITH THE SURFACE OF THE GROUND.
 EY1623'
 EY1623'MARK IS 21.5 FT WNW OF C/L OF SR 1183
 EY1623'
 EY1623'126.2 FT NNW OF PP 80 WITH ALUMINUM REF. TAG
 EY1623'
 EY1623'259.6 FT SW OF PP 79 WITH ALUMINUM REF. TAG
 EY1623'
 EY1623'3.6 FT SSW OF WOODEN WITNESS POST WITH ALUMINUM REF. TAG
 EY1623
 EY1623                          STATION RECOVERY (1976)
 EY1623
 EY1623'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1623'8.6 MI SE FROM ROPER.
 EY1623'STATION IS LOCATED APPROXIMATELY 9.9 MILES SOUTHWEST OF CRESWELL.  TO
 EY1623'REACH STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN
 EY1623'ROPER, PROCEED SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183
 EY1623'(ENTRANCE ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR
 EY1623'2.8 MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR
 EY1623'1183 FOR 0.9 MILE TO STATION ON RIGHT IN WEST SHOULDER OF ROAD.  21.5
 EY1623'FT. WNW OF CENTER LINE OF SR 1183, 126.2 FT. NNW OF PP NO. 80 WITH
 EY1623'ALUMINUM REF. TAG, 259.6 FT. SW OF PP NO. 79 WITH ALUMINUM REF. TAG
 EY1623'AND 3.6 FT. SSW OF WOODEN WITNESS POST WITH ALUMINUM REF. TAG. DISK IS
 EY1623'SET IN THE TOP OF A CONCRETE PRECAST MONUMENT FLUSH WITH THE SURFACE
 EY1623'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2323 ***********************************************************************
 FA2323  DESIGNATION -  ALLEN
 FA2323  PID         -  FA2323
 FA2323  STATE/COUNTY-  NC/MECKLENBURG
 FA2323  USGS QUAD   -  MIDLAND (1993)
 FA2323
 FA2323                         *CURRENT SURVEY CONTROL
 FA2323  ___________________________________________________________________
 FA2323* NAD 83(2001)-  35 13 33.48817(N)    080 36 52.80917(W)     ADJUSTED  
 FA2323* NAVD 88     -       236.1    (meters)     775.     (feet)  VERTCON   
 FA2323  ___________________________________________________________________
 FA2323  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 FA2323  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA2323  HORZ ORDER  -  SECOND
 FA2323
 FA2323.The horizontal coordinates were established by classical geodetic methods
 FA2323.and adjusted by the National Geodetic Survey in August 2005.
 FA2323
 FA2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2323
 FA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2323
 FA2323.The geoid height was determined by GEOID03.
 FA2323
 FA2323;                    North         East     Units Scale Factor Converg.
 FA2323;SPC NC       -   164,924.402   462,632.585   MT  0.99987269   -0 55 55.0
 FA2323;SPC NC       -   541,089.48  1,517,820.41   sFT  0.99987269   -0 55 55.0
 FA2323;UTM  17      - 3,898,170.641   535,065.222   MT  0.99961515   +0 13 20.1
 FA2323
 FA2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2323!SPC NC       -   0.99996769  x   0.99987269  =   0.99984039
 FA2323!UTM  17      -   0.99996769  x   0.99961515  =   0.99958286
 FA2323
 FA2323:                Primary Azimuth Mark                     Grid Az
 FA2323:SPC NC       -  JACKSON TNG SCH FOR BOYS TANK            007 19 20.8
 FA2323:UTM  17      -  JACKSON TNG SCH FOR BOYS TANK            006 10 05.7
 FA2323
 FA2323|---------------------------------------------------------------------|
 FA2323| PID    Reference Object                     Distance      Geod. Az  |
 FA2323|                                                           dddmmss.s |
 FA2323| FA2267 JACKSON TNG SCH FOR BOYS TANK       APPROX.15.4 KM 0062325.8 |
 FA2323| FA2222 CONCORD FIRST PRESB CH SPIRE        APPROX.20.9 KM 0075340.0 |
 FA2323| FA3726 ALLEN RM 1                           33.170 METERS 03915     |
 FA2323| FA3727 ALLEN RM 2                           29.080 METERS 13306     |
 FA2323| FA2324 ALLEN RM 3 AZIMUTH                  214.724 METERS 13939     |
 FA2323| FA2363 MINT HILL                           APPROX. 5.0 KM 2152107.1 |
 FA2323| FA2313 KANNAPOLIS TALL WATER TANK          APPROX.29.7 KM 3573326.0 |
 FA2323| FA2699 KANNAPOLIS CANNON MILLS STACK       APPROX.30.6 KM 3583427.6 |
 FA2323|---------------------------------------------------------------------|
 FA2323
 FA2323                          SUPERSEDED SURVEY CONTROL
 FA2323
 FA2323  NAD 83(1986)-  35 13 33.50249(N)    080 36 52.81755(W) AD(       ) 2
 FA2323  NAD 27      -  35 13 32.97120(N)    080 36 53.57850(W) AD(       ) 2
 FA2323  NGVD 29 (07/19/86)  236.3    (m)          775.     (f) VERT ANG    3  
 FA2323
 FA2323.Superseded values are not recommended for survey control.
 FA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2323.See file dsdata.txt to determine how the superseded data were derived.
 FA2323
 FA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3506598171(NAD 83)
 FA2323_MARKER: DS = TRIANGULATION STATION DISK
 FA2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2323_STAMPING: ALLEN 1933
 FA2323_MARK LOGO: CGS   
 FA2323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2323+STABILITY: SURFACE MOTION
 FA2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA2323+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 FA2323
 FA2323  HISTORY     - Date     Condition        Report By
 FA2323  HISTORY     - 1933     MONUMENTED       CGS
 FA2323  HISTORY     - 1966     GOOD             CGS
 FA2323  HISTORY     - 1970     GOOD             NCGS
 FA2323  HISTORY     - 19910302 GOOD             USPSQD
 FA2323  HISTORY     - 20000613 GOOD             NCGS
 FA2323  HISTORY     - 20040428 GOOD             USPSQD
 FA2323  HISTORY     - 20070712 GOOD             SCHC
 FA2323
 FA2323                          STATION DESCRIPTION
 FA2323
 FA2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA2323'AT ALLEN, ON ROUTE 27, 13 MILES EAST OF CHARLOTTE, 7 MILES WEST OF
 FA2323'JUNCTION OF ROUTES 27 AND 151, 1 MILE WEST OF MECKLENBURG-CABARRUS
 FA2323'COUNTY LINE, ON NORTH SIDE OF HIGHWAY, ACROSS FROM RAILWAY STATION,
 FA2323'8 METERS (26 FEET) NORTHWEST OF ALLEN SERVICE STATION, 5 METERS (16
 FA2323'FEET) SOUTH-SOUTHEAST OF CORNER OF OLD BARN, AND 12.3 METERS (40
 FA2323'FEET) WEST OF NEAREST OF FOUR LARGE OAKS.  SURFACE AND
 FA2323'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FA2323'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FA2323'
 FA2323'REFERENCE MARK NO. 1 IS IN
 FA2323'SMALL PEACH ORCHARD IN BACK OF WHITE HOUSE, 4.85 METERS
 FA2323'(15.9 FEET) NORTHWEST OF EDGE OF PORCH, 8.91 METERS (29.2 FEET)
 FA2323'WEST OF PUMP, 13.3 METERS (44 FEET) NORTH OF MOST NORTHERLY OF
 FA2323'FOUR OAKS, AND 33.17 METERS (108.8 FEET) FROM STATION
 FA2323'N 39 DEG 15 MIN E.
 FA2323'
 FA2323'REFERENCE MARK NO. 2 IS 5.63 METERS (18.5 FEET)
 FA2323'NORTHWEST OF CENTER LINE OF ROUTE 27, 15.60 METERS (51.2 FEET)
 FA2323'EAST-SOUTHEAST OF NORTHEAST CORNER OF ALLEN SERVICE STATION,
 FA2323'12.9 METERS (42 FEET) SOUTH-SOUTHEAST OF MOST EASTERLY OF FOUR
 FA2323'OAKS, AND 29.08 METERS (95.4 FEET) FROM STATION S 46 DEG 54 MIN E.
 FA2323'
 FA2323'REFERENCE MARK NO. 3 IS IN SOUTHEAST CORNER
 FA2323'OF SMALL CEMETERY IN BACK OF BRICK CHURCH,
 FA2323'5 PACES NORTHEAST OF CENTER LINE OF GRAVEL ROAD, 7
 FA2323'PACES SOUTHEAST OF 10-INCH CEDAR, 2 PACES NORTH OF TWIN OAK TREE,
 FA2323'AND APPROXIMATELY 0.15 MILE FROM STATION S 40 DEG 21 MIN E.
 FA2323
 FA2323                          STATION RECOVERY (1966)
 FA2323
 FA2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2323'ALL MARKS RECOVERED IN GOOD CONDITION, THE RAILROAD STATION IS GONE.
 FA2323'
 FA2323'STATION MARK PROJECTS 6 INCHES, STAMPED---ALLEN 1933---, IT IS 40 FT
 FA2323'WEST OF THE NEAREST OF 4 LARGE OAKS, 26 FEET NORTH OF THE NORTHEAST
 FA2323'CORNER OF AN OLD BUILDING (FORMER SERVICE STATION) AT THE EDGE OF
 FA2323'MOWING.
 FA2323'
 FA2323'RM 1 STAMPED---ALLEN NO 1 1933---IS 2 FEET SOUTH OF A SURFACE OIL
 FA2323'TANK AND 18 FEET NORTH OF THE NORTH FACE OF A DWELLING.
 FA2323'
 FA2323'RM 2 STAMPED---ALLEN NO 2 1933---IS PROJECTING 10 INCHES, IT IS ABOUT
 FA2323'200 FEET WEST OF THE PRESENT STORE AND SERVICE STATION, 150 FEET
 FA2323'WEST OF THE JUNCTION OF ARLINGTON CHURCH ROAD AND STATE HIGHWAY 27
 FA2323'AND 20.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 27.
 FA2323'
 FA2323'RM 3 (AZIMUTH MARK) STAMPED---ALLEN NO 3 1933---PROJECTS 1.0 FOOT.
 FA2323'IT IS IN THE REAR (SOUTHWEST) OF DULINS GROVE ADVENT CHURCH, 22 FEET
 FA2323'EAST OF THE CENTER OF ARLINGTON CHURCH ROAD (PAVED), 6 FEET NORTH OF
 FA2323'TWIN OAKS AND 3.5 FEET SOUTH OF THE GRAVESTONE OF ELLA CANUPP.
 FA2323'
 FA2323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALLEN, ABOUT 3.5
 FA2323'MILES NORTHEAST OF WILGROVE.
 FA2323
 FA2323                          STATION RECOVERY (1970)
 FA2323
 FA2323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF)
 FA2323'ALLEN 1933 RECOVERED IN GOOD CONDITION.
 FA2323'RM NO. 1 RECOVERED IN GOOD CONDITION.
 FA2323'RM NO. 2 RECOVERED IN GOOD CONDITION.
 FA2323'AZ. MARK RECOVERED IN GOOD CONDITION.
 FA2323
 FA2323                          STATION RECOVERY (1991)
 FA2323
 FA2323'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2323'RECOVERED IN GOOD CONDITION.
 FA2323
 FA2323                          STATION RECOVERY (2000)
 FA2323
 FA2323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2323'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS ABOUT
 FA2323'2-FEET HIGHER THAN NC 27 AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED
 FA2323'147.0 FT (44.8 M) NORTHWEST OF THE CENTERLINE OF NC 24/27 (PROPOSED
 FA2323'WESTBOUND LANES), 188.5 FT (57.5 M) SOUTHWEST OF THE CENTERLINE OF
 FA2323'BROOKS MILL ROAD (SR 1130), 46.2 FT (14.1 M) SOUTH-SOUTHEAST OF THE
 FA2323'SOUTHWEST CORNER OF CONCRETE BLOCK WELL HOUSE, 168.7 FT (51.4 M) WEST
 FA2323'OF THE CENTER OF BELL SOUTH FIBER OPTIC BOX AND 8.5 FT (2.6 M)
 FA2323'EAST-NORTHEAST OF AN 8-INCH OAK--WITH A REFERENCE TAG.
 FA2323
 FA2323                          STATION RECOVERY (2004)
 FA2323
 FA2323'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2323'ALLEN RR STATION IS GONE.  ALLEN FILLING STATION IS GONE.  NEW
 FA2323'DIMENSIONS ARE  133 FEET NNW OF THE N EDGE OF NC24/27 AND 188 FEET WSW
 FA2323'OF THE CENTERLINE OF BROOKS MILL ROAD.
 FA2323
 FA2323                          STATION RECOVERY (2007)
 FA2323
 FA2323'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2007 (GBP)
 FA2323'RECOVERED AS DESCRIBED BUT WITH THE FOLLOWING ADDITIONS. MARK IS
 FA2323'LOCATED APPROXIMATELY 1.0 MILE WEST FROM THE MECKLENBURG-CABARRUS
 FA2323'COUNTY LINE ALONG NC HIGHWAY 27, NEAR THE NORTHWEST QUADRANT OF THE
 FA2323'INTERSECTION OF NC HIGHWAY 27, BROOKS MILL ROAD AND ARLINGTON CHURCH
 FA2323'ROAD.
 FA2323'LOCATED 133 FEET NORTH-NORTHWEST OF THE NORTHERN MOST BACK EDGE OF
 FA2323'CURB OF THE WESTBOUND LANES OF NC HIGHWAY 27, 170.5 FEET
 FA2323'SOUTH-SOUTHWEST OF THE WESTERN MOST BACK EDGE OF CURB OF BROOKS MILL
 FA2323'ROAD, 8.0 FEET EAST OF A 12-INCH OAK WITH A NCGS REFERENCE TAG, 49
 FA2323'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING
 FA2323'(POSSIBLY AN OLD WELL) AND 38.5 FEET WEST OF A 24-INCH OAK TREE.
 FA2323'GPS OBSERVATIONS TO THE MARK ARE QUESTIONABLE DUE TO THE MARK BEING
 FA2323'OVERSHADOWED BY SOME TALL TREES. MARK SETS ON TOP OF A CONCRETE
 FA2323'MONUMENT THAT MEASURES 1' BY 1' AND IS APPROXIMATELY 0.4' ABOVE THE
 FA2323'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3153 ***********************************************************************
 FA3153  DESIGNATION -  ALLEN
 FA3153  PID         -  FA3153
 FA3153  STATE/COUNTY-  NC/GASTON
 FA3153  USGS QUAD   -  BELMONT (1997)
 FA3153
 FA3153                         *CURRENT SURVEY CONTROL
 FA3153  ___________________________________________________________________
 FA3153* NAD 83(2001)-  35 11 14.15218(N)    081 01 13.03311(W)     ADJUSTED  
 FA3153* NAVD 88     -       207.1    (meters)     679.     (feet)  VERTCON   
 FA3153  ___________________________________________________________________
 FA3153  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 FA3153  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FA3153  HORZ ORDER  -  SECOND
 FA3153
 FA3153.The horizontal coordinates were established by classical geodetic methods
 FA3153.and adjusted by the National Geodetic Survey in August 2005.
 FA3153
 FA3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3153
 FA3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3153
 FA3153.The geoid height was determined by GEOID03.
 FA3153
 FA3153;                    North         East     Units Scale Factor Converg.
 FA3153;SPC NC       -   161,307.729   425,630.107   MT  0.99987322   -1 09 57.8
 FA3153;SPC NC       -   529,223.77  1,396,421.44   sFT  0.99987322   -1 09 57.8
 FA3153;UTM  17      - 3,893,810.495   498,153.007   MT  0.99960004   -0 00 42.1
 FA3153
 FA3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3153!SPC NC       -   0.99997232  x   0.99987322  =   0.99984554
 FA3153!UTM  17      -   0.99997232  x   0.99960004  =   0.99957237
 FA3153
 FA3153:                Primary Azimuth Mark                     Grid Az
 FA3153:SPC NC       -  LAKE                                     092 57 15.8
 FA3153:UTM  17      -  LAKE                                     091 48 00.1
 FA3153
 FA3153|---------------------------------------------------------------------|
 FA3153| PID    Reference Object                     Distance      Geod. Az  |
 FA3153|                                                           dddmmss.s |
 FA3153| FA3164 LAKE                                APPROX. 0.6 KM 0914718.0 |
 FA3153| FA3165 LEWIS                               APPROX. 0.6 KM 3431503.1 |
 FA3153|---------------------------------------------------------------------|
 FA3153
 FA3153                          SUPERSEDED SURVEY CONTROL
 FA3153
 FA3153  NAD 83(1986)-  35 11 14.17770(N)    081 01 13.03915(W) AD(       ) 2
 FA3153  NAD 27      -  35 11 13.66560(N)    081 01 13.77930(W) AD(       ) 2
 FA3153  NGVD 29 (07/19/86)  207.3    (m)          680.     (f) VERT ANG    3  
 FA3153
 FA3153.Superseded values are not recommended for survey control.
 FA3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3153.See file dsdata.txt to determine how the superseded data were derived.
 FA3153
 FA3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9815393810(NAD 83)
 FA3153_MARKER: DE = TRAVERSE STATION DISK
 FA3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3153_STAMPING: ALLEN 1968
 FA3153_MARK LOGO: NCGS  
 FA3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3153+STABILITY: SURFACE MOTION
 FA3153
 FA3153  HISTORY     - Date     Condition        Report By
 FA3153  HISTORY     - 1968     MONUMENTED       NCGS
 FA3153  HISTORY     - 1984     GOOD             USPSQD
 FA3153  HISTORY     - 19960427 GOOD             USPSQD
 FA3153  HISTORY     - 19971220 GOOD             USPSQD
 FA3153  HISTORY     - 19991124 GOOD             USPSQD
 FA3153  HISTORY     - 20010331 GOOD             NGS
 FA3153  HISTORY     - 20051112 GOOD             USPSQD
 FA3153
 FA3153                          STATION DESCRIPTION
 FA3153
 FA3153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA3153'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA3153'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA3153'
 FA3153'ALLEN IS LOCATED APPROXIMATELY 4.0 MILES SSE OF SOUTH
 FA3153'BELMONT.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3153'SR 2525 (CENTRAL AVE.) WITH SR 2519 (MAIN ST.) IN SOUTH BELMONT,
 FA3153'GO SOUTH ON SR 2525 FOR 4.05 MILES TO ENTRANCE TO DUKE POWER
 FA3153'COMPANY ALLEN PLANT AND STATION.  WHICH IS ON THE SOUTH SIDE
 FA3153'OF ENTRANCE, ON TOP OF BANK BETWEEN TP 83 AND HIGH VOLTAGE
 FA3153'TOWER.  NOTE--FROM STATION ALLEN TO SEE STATION LAKE REQUIRES
 FA3153'A 7 FOOT INSTRUMENT SETUP AT ALLEN.
 FA3153'
 FA3153'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3153'ALLEN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA3153'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3153'
 FA3153'MARK IS
 FA3153'
 FA3153'107.4 FT W OF SW LEG OF HIGH VOLTAGE TOWER
 FA3153'
 FA3153'105.5 FT WSW OF NW LEG OF HIGH VOLTAGE TOWER
 FA3153'
 FA3153'22.8 FT E OF TP 83 ON TOP OF BANK, AND WITH ALUMINUM REF. TAG
 FA3153'
 FA3153'44.4 FT NNW OF 6 INCH PINE TREE ON TOP OF BANK, AND WITH
 FA3153'ALUMINUM REF. TAG
 FA3153'
 FA3153'47.9 FT NW OF 8 INCH PINE TREE ON TOP OF BANK, AND WITH
 FA3153'ALUMINUM REF. TAG
 FA3153
 FA3153                          STATION RECOVERY (1984)
 FA3153
 FA3153'RECOVERY NOTE BY US POWER SQUADRON 1984 (MLM)
 FA3153'ALLEN 1968 FOUND GOOD.
 FA3153'
 FA3153'FOUND AS DESCRIBED EXCEPT SR 2525 IS NOW NC 273 AND BOTH REF PINE
 FA3153'TREES GONE.
 FA3153
 FA3153                          STATION RECOVERY (1996)
 FA3153
 FA3153'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA3153'RECOVERED IN GOOD CONDITION.
 FA3153
 FA3153                          STATION RECOVERY (1997)
 FA3153
 FA3153'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3153'RECOVERED IN GOOD CONDITION.
 FA3153
 FA3153                          STATION RECOVERY (1999)
 FA3153
 FA3153'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3153'RECOVERED IN GOOD CONDITION.
 FA3153
 FA3153                          STATION RECOVERY (2001)
 FA3153
 FA3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA3153
 FA3153                          STATION RECOVERY (2005)
 FA3153
 FA3153'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA3153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3261 ***********************************************************************
 FA3261  DESIGNATION -  ALLEN
 FA3261  PID         -  FA3261
 FA3261  STATE/COUNTY-  NC/CLEVELAND
 FA3261  USGS QUAD   -  SHELBY (1983)
 FA3261
 FA3261                         *CURRENT SURVEY CONTROL
 FA3261  ___________________________________________________________________
 FA3261* NAD 83(2001)-  35 16 43.83124(N)    081 36 00.57448(W)     ADJUSTED  
 FA3261* NAVD 88     -       263.0    (meters)     863.     (feet)  VERTCON   
 FA3261  ___________________________________________________________________
 FA3261  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 FA3261  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FA3261  HORZ ORDER  -  SECOND
 FA3261
 FA3261.The horizontal coordinates were established by classical geodetic methods
 FA3261.and adjusted by the National Geodetic Survey in August 2005.
 FA3261
 FA3261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3261
 FA3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3261
 FA3261.The geoid height was determined by GEOID03.
 FA3261
 FA3261;                    North         East     Units Scale Factor Converg.
 FA3261;SPC NC       -   172,691.844   373,102.607   MT  0.99987270   -1 30 02.6
 FA3261;SPC NC       -   566,573.16  1,224,087.47   sFT  0.99987270   -1 30 02.6
 FA3261;UTM  17      - 3,904,131.396   445,420.544   MT  0.99963671   -0 20 47.9
 FA3261
 FA3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3261!SPC NC       -   0.99996372  x   0.99987270  =   0.99983643
 FA3261!UTM  17      -   0.99996372  x   0.99963671  =   0.99960045
 FA3261
 FA3261:                Primary Azimuth Mark                     Grid Az
 FA3261:SPC NC       -  SARAH                                    120 32 20.5
 FA3261:UTM  17      -  SARAH                                    119 23 05.8
 FA3261
 FA3261|---------------------------------------------------------------------|
 FA3261| PID    Reference Object                     Distance      Geod. Az  |
 FA3261|                                                           dddmmss.s |
 FA3261| FA3260 SARAH                               431.270 METERS 1190217.9 |
 FA3261|---------------------------------------------------------------------|
 FA3261
 FA3261                          SUPERSEDED SURVEY CONTROL
 FA3261
 FA3261  NAD 83(1986)-  35 16 43.84474(N)    081 36 00.57085(W) AD(       ) 2
 FA3261  NAD 27      -  35 16 43.39874(N)    081 36 01.23387(W) AD(       ) 2
 FA3261  NGVD 29 (07/19/86)  263.2    (m)          864.     (f) VERT ANG    3  
 FA3261
 FA3261.Superseded values are not recommended for survey control.
 FA3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3261.See file dsdata.txt to determine how the superseded data were derived.
 FA3261
 FA3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4542104131(NAD 83)
 FA3261_MARKER: DE = TRAVERSE STATION DISK
 FA3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3261_SP_SET: CONCRETE POST
 FA3261_STAMPING: ALLEN 1972
 FA3261_MARK LOGO: NCGS  
 FA3261_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3261+STABILITY: SURFACE MOTION
 FA3261
 FA3261  HISTORY     - Date     Condition        Report By
 FA3261  HISTORY     - 1972     MONUMENTED       NCGS
 FA3261  HISTORY     - 1972     GOOD             NCGS
 FA3261  HISTORY     - 1979     GOOD             NC-045
 FA3261  HISTORY     - 19870101 GOOD             NCGS
 FA3261  HISTORY     - 19950118 GOOD             USPSQD
 FA3261
 FA3261                          STATION DESCRIPTION
 FA3261
 FA3261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3261'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA3261'VICINITY OF SHELBY, NORTH CAROLINA.
 FA3261'
 FA3261'ALLEN IS LOCATED APPROXIMATELY 3.5 MILES WSW OF SHELBY, AND 4.2 MILES
 FA3261'NE OF BOILING SPRINGS.  TO REACH STATION FROM THE US 74 BRIDGE OVER
 FA3261'FIRST BROAD RIVER ON THE WEST EDGE OF SHELBY, PROCEED WEST ALONG US
 FA3261'74 FOR 1.55 MILES TO INTERSECTION WITH SR 1151 (S) AND SR 1313
 FA3261'(N).  THENCE SOUTH ALONG SR 1151 FOR 1.05 MILES TO STATION ON
 FA3261'RIGHT.  0.1 MILES NORTH OF INTERSECTION WITH SR 1123,
 FA3261'APPROXIMATELY 100 FEET SW OF JONES RESIDENCE, BY AN APPLE TREE.
 FA3261'
 FA3261'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLEN
 FA3261'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA3261'INCHES ABOVE THE GROUND.
 FA3261'
 FA3261'MARK IS
 FA3261'149.3 FEET W OF C/L OF SR 1151.
 FA3261'56.5 FEET SSW OF C/L OF OPEN WELL.
 FA3261'10.5 FEET E OF 16 INCH APPLE TREE WITH ALUMINUM REF. TAG.
 FA3261'46.5 FEET NNW OF NE CORNER OF A METAL FENCE IN WALKER YARD.
 FA3261'118.7 FEET W PP NO. AE 22 WITH TRANSFORMER AND W/ALUMINUM REF.
 FA3261'TAG.
 FA3261
 FA3261                          STATION RECOVERY (1972)
 FA3261
 FA3261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA3261'RECOVERED IN GOOD CONDITION.
 FA3261
 FA3261                          STATION RECOVERY (1979)
 FA3261
 FA3261'RECOVERY NOTE BY CLEVELAND COUNTY NORTH CAROLINA 1979 (HGP)
 FA3261'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3261
 FA3261                          STATION RECOVERY (1987)
 FA3261
 FA3261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3261'RECOVERED IN GOOD CONDITION.
 FA3261
 FA3261                          STATION RECOVERY (1995)
 FA3261
 FA3261'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2471 ***********************************************************************
 EB2471  DESIGNATION -  ALLEN
 EB2471  PID         -  EB2471
 EB2471  STATE/COUNTY-  NC/BLADEN
 EB2471  USGS QUAD   -  TARHEEL (1986)
 EB2471
 EB2471                         *CURRENT SURVEY CONTROL
 EB2471  ___________________________________________________________________
 EB2471* NAD 83(2001)-  34 38 32.88416(N)    078 48 20.89585(W)     ADJUSTED  
 EB2471* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 EB2471  ___________________________________________________________________
 EB2471  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EB2471  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EB2471  HORZ ORDER  -  SECOND
 EB2471
 EB2471.The horizontal coordinates were established by classical geodetic methods
 EB2471.and adjusted by the National Geodetic Survey in August 2005.
 EB2471
 EB2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2471
 EB2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2471
 EB2471.The geoid height was determined by GEOID03.
 EB2471
 EB2471;                    North         East     Units Scale Factor Converg.
 EB2471;SPC NC       -    99,020.271   627,404.465   MT  0.99992873   +0 06 43.5
 EB2471;SPC NC       -   324,869.01  2,058,409.48   sFT  0.99992873   +0 06 43.5
 EB2471;UTM  17      - 3,835,584.922   701,108.514   MT  1.00009853   +1 14 51.8
 EB2471
 EB2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2471!SPC NC       -   0.99999962  x   0.99992873  =   0.99992835
 EB2471!UTM  17      -   0.99999962  x   1.00009853  =   1.00009815
 EB2471
 EB2471:                Primary Azimuth Mark                     Grid Az
 EB2471:SPC NC       -  MASON                                    278 24 19.0
 EB2471:UTM  17      -  MASON                                    277 16 10.7
 EB2471
 EB2471|---------------------------------------------------------------------|
 EB2471| PID    Reference Object                     Distance      Geod. Az  |
 EB2471|                                                           dddmmss.s |
 EB2471| EB2469 MASON                               APPROX. 1.1 KM 2783102.5 |
 EB2471|---------------------------------------------------------------------|
 EB2471
 EB2471                          SUPERSEDED SURVEY CONTROL
 EB2471
 EB2471  NAD 83(1986)-  34 38 32.89251(N)    078 48 20.90644(W) AD(       ) 2
 EB2471  NAD 27      -  34 38 32.28412(N)    078 48 21.81886(W) AD(       ) 2
 EB2471  NGVD 29 (07/19/86)   37.1    (m)          122.     (f) VERT ANG    3  
 EB2471
 EB2471.Superseded values are not recommended for survey control.
 EB2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2471.See file dsdata.txt to determine how the superseded data were derived.
 EB2471
 EB2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0110935585(NAD 83)
 EB2471_MARKER: DE = TRAVERSE STATION DISK
 EB2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2471_STAMPING: ALLEN 1973
 EB2471_MARK LOGO: NCGS  
 EB2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2471+STABILITY: SURFACE MOTION
 EB2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2471+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2001
 EB2471
 EB2471  HISTORY     - Date     Condition        Report By
 EB2471  HISTORY     - 1973     MONUMENTED       NCGS
 EB2471  HISTORY     - 1977     GOOD             NCGS
 EB2471  HISTORY     - 20010512 GOOD             USPSQD
 EB2471
 EB2471                          STATION DESCRIPTION
 EB2471
 EB2471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2471'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2471'VICINITY OF DUBLIN, NORTH CAROLINA.
 EB2471'
 EB2471'ALLEN IS LOCATED APPROXIMATELY 4.6 MILES SW OF DUBLIN, AND 7.1 MILES
 EB2471'NNW OF BLADENBORO.  TO REACH THE STATION FROM THE INTERSECTION OF NC
 EB2471'41 WITH NC 131 SW OF DUBLIN.  GO WEST ON NC 41 FOR 2.8 MILES TO
 EB2471'STATION ON THE LEFT.  0.8 MILES EAST OF INTERSECTION WITH
 EB2471'BLADEN-ROBESON COUNTY LINE.  IN FRONT OF A TOBACCO BARN, AND ON
 EB2471'EAST SIDE OF FIELD ROAD ACROSS FROM THE FRANKLIN ALLEN HOME.
 EB2471'
 EB2471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLEN
 EB2471'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2471'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2471'
 EB2471'MARK IS
 EB2471'
 EB2471'37.7 FEET S OF C/L OF NC 41.
 EB2471'17.0 FEET E OF C/L OF FIELD ROAD.
 EB2471'9.5 FEET NW OF CENTER OF EAST END OF CULVERT.
 EB2471'34.3 FEET NNE OF A POST AT NW CORNER OF A SHELTER W/ALUMINUM REF.
 EB2471'TAG. 36.4 FEET NNW OF A POST AT NE CORNER OF SHELTER W/ALUMINUM REF.
 EB2471'TAG.
 EB2471
 EB2471                          STATION RECOVERY (1977)
 EB2471
 EB2471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB2471'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB2471
 EB2471                          STATION RECOVERY (2001)
 EB2471
 EB2471'RECOVERY NOTE BY US POWER SQUADRON 2001 (CES)
 EB2471'THE TOBACCO BARN IS GONE. THE SHELTER IS GONE AND THERE ARE NO
 EB2471'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3856 ***********************************************************************
 EZ3856  DESIGNATION -  ALLEN
 EZ3856  PID         -  EZ3856
 EZ3856  STATE/COUNTY-  NC/RANDOLPH
 EZ3856  USGS QUAD   -  COLERIDGE (1968)
 EZ3856
 EZ3856                         *CURRENT SURVEY CONTROL
 EZ3856  ___________________________________________________________________
 EZ3856* NAD 83(2001)-  35 40 31.71285(N)    079 37 10.61363(W)     ADJUSTED  
 EZ3856* NAVD 88     -       159.33   (+/-2cm)     522.7    (feet)  VERTCON   
 EZ3856  ___________________________________________________________________
 EZ3856  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EZ3856  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EZ3856  HORZ ORDER  -  SECOND
 EZ3856  VERT ORDER  -  THIRD ? (See Below)
 EZ3856
 EZ3856.The horizontal coordinates were established by classical geodetic methods
 EZ3856.and adjusted by the National Geodetic Survey in August 2005.
 EZ3856
 EZ3856.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3856.The vertical order pertains to the NGVD 29 superseded value.
 EZ3856
 EZ3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3856
 EZ3856.The geoid height was determined by GEOID03.
 EZ3856
 EZ3856;                    North         East     Units Scale Factor Converg.
 EZ3856;SPC NC       -   213,770.512   553,512.447   MT  0.99989986   -0 21 27.4
 EZ3856;SPC NC       -   701,345.42  1,815,982.09   sFT  0.99989986   -0 21 27.4
 EZ3856;UTM  17      - 3,948,832.657   624,922.444   MT  0.99979230   +0 48 18.5
 EZ3856
 EZ3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3856!SPC NC       -   0.99997977  x   0.99989986  =   0.99987963
 EZ3856!UTM  17      -   0.99997977  x   0.99979230  =   0.99977207
 EZ3856
 EZ3856|---------------------------------------------------------------------|
 EZ3856| PID    Reference Object                     Distance      Geod. Az  |
 EZ3856|                                                           dddmmss.s |
 EZ3856| EZ3857 PLANES                              366.417 METERS 31537     |
 EZ3856|---------------------------------------------------------------------|
 EZ3856
 EZ3856                          SUPERSEDED SURVEY CONTROL
 EZ3856
 EZ3856  NAD 83(1986)-  35 40 31.71686(N)    079 37 10.62216(W) AD(       ) 2
 EZ3856  NAD 27      -  35 40 31.22585(N)    079 37 11.53126(W) AD(       ) 2
 EZ3856  NGVD 29 (07/19/86)  159.54   (m)          523.4    (f) LEVELING    3  
 EZ3856
 EZ3856.Superseded values are not recommended for survey control.
 EZ3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3856.See file dsdata.txt to determine how the superseded data were derived.
 EZ3856
 EZ3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2492248833(NAD 83)
 EZ3856_MARKER: DE = TRAVERSE STATION DISK
 EZ3856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3856_STAMPING: ALLEN 1975
 EZ3856_MARK LOGO: NCGS  
 EZ3856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3856+STABILITY: SURFACE MOTION
 EZ3856
 EZ3856  HISTORY     - Date     Condition        Report By
 EZ3856  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3856
 EZ3856                          STATION DESCRIPTION
 EZ3856
 EZ3856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3856'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3856'IN THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3856'
 EZ3856'ALLEN IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF COLERIDGE,
 EZ3856'AND 5.7 MILES SOUTH OF RAMSEUR.  TO REACH STATION FROM
 EZ3856'INTERSECTION OF U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SE
 EZ3856'ALONG NC 22 FOR 5.65 MILES TO SR 2628 CROSSROADS, AND STATION
 EZ3856'ON RIGHT, IN SE QUADRANT OF INTERSECTION.
 EZ3856'
 EZ3856'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3856'ALLEN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3856'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3856'
 EZ3856'MARK IS 39.8 FT SW OF C/L OF NC 22
 EZ3856'
 EZ3856'34.5 FT SE OF C/L OF SR 2628
 EZ3856'
 EZ3856'23.8 FT NW OF C/L OF DRIVEWAY TO GARLAND ALLEN PROPERTY
 EZ3856'
 EZ3856'59.2 FT S OF C/L OF INTERSECTION OF HIGHWAY WITH SR 2628
 EZ3856'
 EZ3856'108.0 FT WSW OF SW END OF RANDOLPH GROCERY AND SERVICE STATION
 EZ3856'
 EZ3856'9.5 FT N OF PP 1068-1 WITH ALUMINUM REF. TAG
 EZ3856'
 EZ3856'36.2 FT NNE OF 5 FT LONG LEAF PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4746 ***********************************************************************
 EZ4746  DESIGNATION -  ALLEN
 EZ4746  PID         -  EZ4746
 EZ4746  STATE/COUNTY-  NC/HARNETT
 EZ4746  USGS QUAD   -  COATS (1987)
 EZ4746
 EZ4746                         *CURRENT SURVEY CONTROL
 EZ4746  ___________________________________________________________________
 EZ4746* NAD 83(2001)-  35 27 28.76360(N)    078 41 28.17222(W)     ADJUSTED  
 EZ4746* NAVD 88     -        99.14   (+/-2cm)     325.3    (feet)  VERTCON   
 EZ4746  ___________________________________________________________________
 EZ4746  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EZ4746  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EZ4746  HORZ ORDER  -  SECOND
 EZ4746  VERT ORDER  -  THIRD ? (See Below)
 EZ4746
 EZ4746.The horizontal coordinates were established by classical geodetic methods
 EZ4746.and adjusted by the National Geodetic Survey in August 2005.
 EZ4746
 EZ4746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4746.The vertical order pertains to the NGVD 29 superseded value.
 EZ4746
 EZ4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4746
 EZ4746.The geoid height was determined by GEOID03.
 EZ4746
 EZ4746;                    North         East     Units Scale Factor Converg.
 EZ4746;SPC NC       -   189,511.493   637,633.326   MT  0.99987905   +0 10 41.7
 EZ4746;SPC NC       -   621,755.62  2,091,968.67   sFT  0.99987905   +0 10 41.7
 EZ4746;UTM  17      - 3,926,284.064   709,523.620   MT  1.00014103   +1 20 23.5
 EZ4746
 EZ4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4746!SPC NC       -   0.99998966  x   0.99987905  =   0.99986871
 EZ4746!UTM  17      -   0.99998966  x   1.00014103  =   1.00013069
 EZ4746
 EZ4746:                Primary Azimuth Mark                     Grid Az
 EZ4746:SPC NC       -  PARRISH                                  148 43 16.3
 EZ4746:UTM  17      -  PARRISH                                  147 33 34.5
 EZ4746
 EZ4746|---------------------------------------------------------------------|
 EZ4746| PID    Reference Object                     Distance      Geod. Az  |
 EZ4746|                                                           dddmmss.s |
 EZ4746| EZ4739 PARRISH                             APPROX. 0.8 KM 1485358.0 |
 EZ4746|---------------------------------------------------------------------|
 EZ4746
 EZ4746                          SUPERSEDED SURVEY CONTROL
 EZ4746
 EZ4746  NAD 83(1986)-  35 27 28.76816(N)    078 41 28.18195(W) AD(       ) 2
 EZ4746  NAD 27      -  35 27 28.19095(N)    078 41 29.11750(W) AD(       ) 2
 EZ4746  NGVD 29 (07/19/86)   99.39   (m)          326.1    (f) LEVELING    3  
 EZ4746
 EZ4746.Superseded values are not recommended for survey control.
 EZ4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4746.See file dsdata.txt to determine how the superseded data were derived.
 EZ4746
 EZ4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0952426284(NAD 83)
 EZ4746_MARKER: DE = TRAVERSE STATION DISK
 EZ4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4746_STAMPING: ALLEN 1972
 EZ4746_MARK LOGO: NCGS  
 EZ4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4746+STABILITY: SURFACE MOTION
 EZ4746
 EZ4746  HISTORY     - Date     Condition        Report By
 EZ4746  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4746  HISTORY     - 1982     POOR             LOCSUR
 EZ4746
 EZ4746                          STATION DESCRIPTION
 EZ4746
 EZ4746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4746'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4746'VICINITY OF COATS, NORTH CAROLINA.
 EZ4746'
 EZ4746'ALLEN IS LOCATED APPROXIMATELY 3.6 MILES NNW OF COATS.  TO REACH
 EZ4746'STATION FROM THE INTERSECTION OF NC 55 AND NC 27 IN COATS, PROCEED
 EZ4746'NORTH ALONG NC 55 FOR 3.35 MILES TO INTERSECTION WITH SR 1006 AND
 EZ4746'STATION ON RIGHT APPROXIMATELY 200 FEET EAST OF THE INTERSECTION
 EZ4746'AT THE SOUTH EDGE OF A GRAVEYARD, AND APPROXIMATELY 300 FEET NORTH
 EZ4746'OF A FRAME DWELLING.
 EZ4746'
 EZ4746'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4746'ALLEN 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4746'IS FLUSH WITH THE GROUND.
 EZ4746'
 EZ4746'MARK IS--69.9 FEET NE OF C/L OF NC 55.
 EZ4746'123.5 FEET ESE OF C/L OF SR 1006.
 EZ4746'11.7 FEET E OF 4 INCH CEDAR TREE WITH ALUMINUM REF. TAG.
 EZ4746'149.9 FEET SW OF W RAIL OF DURHAM AND SOUTHERN RR.
 EZ4746
 EZ4746                          STATION RECOVERY (1982)
 EZ4746
 EZ4746'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (LS)
 EZ4746'THE STATION WAS FOUND WITH THE TOP PORTION MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5011 ***********************************************************************
 EZ5011  DESIGNATION -  ALLEN
 EZ5011  PID         -  EZ5011
 EZ5011  STATE/COUNTY-  NC/WAKE
 EZ5011  USGS QUAD   -  WAKE FOREST (1987)
 EZ5011
 EZ5011                         *CURRENT SURVEY CONTROL
 EZ5011  ___________________________________________________________________
 EZ5011* NAD 83(2001)-  35 53 31.86927(N)    078 33 35.58519(W)     ADJUSTED  
 EZ5011* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 EZ5011  ___________________________________________________________________
 EZ5011  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 EZ5011  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 EZ5011  HORZ ORDER  -  SECOND
 EZ5011
 EZ5011.The horizontal coordinates were established by classical geodetic methods
 EZ5011.and adjusted by the National Geodetic Survey in August 2005.
 EZ5011
 EZ5011.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5011
 EZ5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5011
 EZ5011.The geoid height was determined by GEOID03.
 EZ5011
 EZ5011;                    North         East     Units Scale Factor Converg.
 EZ5011;SPC NC       -   237,726.603   649,334.859   MT  0.99993494   +0 15 14.5
 EZ5011;SPC NC       -   779,941.36  2,130,359.45   sFT  0.99993494   +0 15 14.5
 EZ5011;UTM  17      - 3,974,740.842   720,241.729   MT  1.00019774   +1 25 52.0
 EZ5011
 EZ5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5011!SPC NC       -   0.99999316  x   0.99993494  =   0.99992811
 EZ5011!UTM  17      -   0.99999316  x   1.00019774  =   1.00019090
 EZ5011
 EZ5011                          SUPERSEDED SURVEY CONTROL
 EZ5011
 EZ5011  NAD 83(1986)-  35 53 31.87313(N)    078 33 35.59548(W) AD(       ) 2
 EZ5011  NAD 27      -  35 53 31.34003(N)    078 33 36.58936(W) AD(       ) 2
 EZ5011  NGVD 29 (07/19/86)   76.8    (m)          252.     (f) VERT ANG    3  
 EZ5011
 EZ5011.Superseded values are not recommended for survey control.
 EZ5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5011.See file dsdata.txt to determine how the superseded data were derived.
 EZ5011
 EZ5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2024274741(NAD 83)
 EZ5011_MARKER: DE = TRAVERSE STATION DISK
 EZ5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5011+STABILITY: SURFACE MOTION
 EZ5011
 EZ5011  HISTORY     - Date     Condition        Report By
 EZ5011  HISTORY     - 1970     MONUMENTED       NCGS
 EZ5011  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 EZ5011  HISTORY     - 1984     MARK NOT FOUND   NCGS
 EZ5011
 EZ5011                          STATION DESCRIPTION
 EZ5011
 EZ5011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ5011'ALLEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5011'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ5011'
 EZ5011'ALLEN IS LOCATED APPROXIMATELY 8.9 MILES NNE OF RALEIGH AND 0.1 MILE
 EZ5011'SSW OF NEUSE CROSSROADS.  TO REACH STATION PROCEED FROM THE
 EZ5011'INTERSECTION OF US 1, US 1A.  GO NORTH ALONG US 1 FOR 1.95 MILES TO
 EZ5011'STATION ON RIGHT, 0.1 MILE SOUTHWEST OF SR 2206 AT NEUSE
 EZ5011'CROSSROADS, NEAR SIGNS.
 EZ5011'
 EZ5011'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5011'ALLEN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ5011'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5011'
 EZ5011'MARK IS--
 EZ5011'91.9 FEET ESE OF C/L OF US 1.
 EZ5011'31.9 FEET NNE OF ALUMINUM REF. TAG ON LARGE OAK TREE.
 EZ5011'57.2 FEET NW OF ALUMINUM REF. TAG ON LARGE OAK TREE.
 EZ5011'11.8 FEET SW OF ALUMINUM REF. TAG ON LARGE OAK TREE.
 EZ5011'19.8 FEET NNE OF C/L OF LANE.
 EZ5011
 EZ5011                          STATION RECOVERY (1977)
 EZ5011
 EZ5011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (CW)
 EZ5011'THE STATION WAS REPORTED PROBABLY DESTROYED.  A CONCRETE POST BROKEN
 EZ5011'OFF BELOW THE GROUND WAS FOUND.
 EZ5011
 EZ5011                          STATION RECOVERY (1984)
 EZ5011
 EZ5011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ5011'THE STATION NOT RECOVERED AT THIS DATE.
 EZ5011'STATION IS PRABABLY DESTROYED BY GRADING, A LARGE BUILDING HAS BEEN
 EZ5011'CONSTRUCTED ALONG WITH EXTENSIVE GRADING.
 EZ5011'
 EZ5011'NCGS
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2213 ***********************************************************************
 EY2213  DESIGNATION -  ALLEN
 EY2213  PID         -  EY2213
 EY2213  STATE/COUNTY-  NC/PITT
 EY2213  USGS QUAD   -  GREENVILLE SE (1982)
 EY2213
 EY2213                         *CURRENT SURVEY CONTROL
 EY2213  ___________________________________________________________________
 EY2213* NAD 83(2001)-  35 35 25.93340(N)    077 15 06.29339(W)     ADJUSTED  
 EY2213* NAVD 88     -        15.70   (+/-2cm)      51.5    (feet)  VERTCON   
 EY2213  ___________________________________________________________________
 EY2213  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EY2213  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EY2213  HORZ ORDER  -  SECOND
 EY2213  VERT ORDER  -  THIRD (See Below)
 EY2213
 EY2213.The horizontal coordinates were established by classical geodetic methods
 EY2213.and adjusted by the National Geodetic Survey in August 2005.
 EY2213
 EY2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2213.The vertical order pertains to the NGVD 29 superseded value.
 EY2213
 EY2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2213
 EY2213.The geoid height was determined by GEOID03.
 EY2213
 EY2213;                    North         East     Units Scale Factor Converg.
 EY2213;SPC NC       -   205,567.273   768,015.245   MT  0.99989002   +1 00 32.5
 EY2213;SPC NC       -   674,431.96  2,519,730.02   sFT  0.99989002   +1 00 32.5
 EY2213;UTM  18      - 3,940,868.332   295,994.304   MT  1.00011289   -1 18 39.4
 EY2213
 EY2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2213!SPC NC       -   1.00000321  x   0.99989002  =   0.99989323
 EY2213!UTM  18      -   1.00000321  x   1.00011289  =   1.00011610
 EY2213
 EY2213:                Primary Azimuth Mark                     Grid Az
 EY2213:SPC NC       -  BOYD                                     100 28 12.5
 EY2213:UTM  18      -  BOYD                                     102 47 24.4
 EY2213
 EY2213|---------------------------------------------------------------------|
 EY2213| PID    Reference Object                     Distance      Geod. Az  |
 EY2213|                                                           dddmmss.s |
 EY2213| EY2201 BOYD                                APPROX. 1.2 KM 1012845.0 |
 EY2213| EY2232 WILLOW                              439.820 METERS 2772346.2 |
 EY2213|---------------------------------------------------------------------|
 EY2213
 EY2213                          SUPERSEDED SURVEY CONTROL
 EY2213
 EY2213  NAD 83(1986)-  35 35 25.94451(N)    077 15 06.30490(W) AD(       ) 2
 EY2213  NAD 27      -  35 35 25.36096(N)    077 15 07.44140(W) AD(       ) 2
 EY2213  NGVD 29 (07/19/86)   16.05   (m)           52.7    (f) LEVELING    3  
 EY2213
 EY2213.Superseded values are not recommended for survey control.
 EY2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2213.See file dsdata.txt to determine how the superseded data were derived.
 EY2213
 EY2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9599440868(NAD 83)
 EY2213_MARKER: DE = TRAVERSE STATION DISK
 EY2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2213_STAMPING: ALLEN 1966
 EY2213_MARK LOGO: NCGS  
 EY2213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2213+STABILITY: SURFACE MOTION
 EY2213
 EY2213  HISTORY     - Date     Condition        Report By
 EY2213  HISTORY     - 1966     MONUMENTED       NCGS
 EY2213  HISTORY     - 19780901 MARK NOT FOUND   USGS
 EY2213  HISTORY     - 1979     GOOD             NCGS
 EY2213  HISTORY     - 19860415 GOOD             NCGS
 EY2213  HISTORY     - 1988     GOOD             USPSQD
 EY2213  HISTORY     - 1988     GOOD             USPSQD
 EY2213  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 EY2213
 EY2213                          STATION DESCRIPTION
 EY2213
 EY2213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2213'ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2213'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2213'
 EY2213'ALLEN IS LOCATED APPROXIMATELY 7.6 MILES EAST OF GREENVILLE,
 EY2213'N. C. AND 1.9 MILES NORTHEAST OF SIMPSON, NORTH CAROLINA.  TO REACH
 EY2213'STATION PROCEED FROM THE INTERSECTION OF SR 1759 WITH U.S. 264
 EY2213'EAST ON U.S. 264 FOR 0.95 MILES, THE STATION IS ON NORTH BANK OF
 EY2213'U.S. 264 ROAD DITCH AND THE SOUTHWEST EDGE OF MRS. BESSIE
 EY2213'H. ALLENS YARD.  UNDER TELEPHONE LINE.  AND 0.75 MILES WEST OF
 EY2213'INTERSECTION OF SR 1762 WITH U.S. 264.
 EY2213'
 EY2213'STATION MARK IS A STANDARD N. C. GEODETIC SURVEY BRASS TRAVERSE
 EY2213'DISK, STAMPED ALLEN 1966, SET IN THE TOP OF A CONCRETE CYLINDER,
 EY2213'THE TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2213'
 EY2213'MARK IS
 EY2213'
 EY2213'28.60 FT N OF THE C/L OF U.S. 264
 EY2213'
 EY2213'24.80 FT W OF TP WITH UNDERGROUND CONNECTION AND ALUMINUM REF. TAG
 EY2213'
 EY2213'8.90 FT NW OF THE W CLUMP OF THE WESTERNMOST OF 2 MYRTLE BUSH
 EY2213'CLUMPS
 EY2213'
 EY2213'112.60 FT E OF TP NO. 1265 WITH ALUMINUM REF. TAG
 EY2213
 EY2213                          STATION RECOVERY (1978)
 EY2213
 EY2213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (BRP)
 EY2213'MARK NOT FOUND.
 EY2213
 EY2213                          STATION RECOVERY (1979)
 EY2213
 EY2213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2213'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY2213'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 4 INCHES BELOW
 EY2213'THE SURFACE OF THE GROUND, 67.4 FEET WEST OF A 4 FEET BEECH, AND 81.5
 EY2213'FEET NORTHEAST OF A POWER POLE WITH REFERENCE TAG. US 264 AT THIS TIME
 EY2213'IS NC 33.
 EY2213
 EY2213                          STATION RECOVERY (1986)
 EY2213
 EY2213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY2213'RECOVERED AS DESCRIBED.
 EY2213
 EY2213                          STATION RECOVERY (1988)
 EY2213
 EY2213'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM)
 EY2213'RECOVERED IN GOOD CONDITION.
 EY2213
 EY2213                          STATION RECOVERY (1988)
 EY2213
 EY2213'RECOVERY NOTE BY US POWER SQUADRON 1988 (ATS)
 EY2213'RECOVERED IN GOOD CONDITION.
 EY2213
 EY2213                          STATION RECOVERY (2004)
 EY2213
 EY2213'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2213'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2597 ***********************************************************************
 FY2597  DESIGNATION -  ALLEN
 FY2597  PID         -  FY2597
 FY2597  STATE/COUNTY-  NC/FRANKLIN
 FY2597  USGS QUAD   -  GOLD SAND (1981)
 FY2597
 FY2597                         *CURRENT SURVEY CONTROL
 FY2597  ___________________________________________________________________
 FY2597* NAD 83(2001)-  36 09 32.76595(N)    078 10 29.48179(W)     ADJUSTED  
 FY2597* NAVD 88     -        97.0    (meters)     318.     (feet)  VERTCON   
 FY2597  ___________________________________________________________________
 FY2597  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 FY2597  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 FY2597  HORZ ORDER  -  SECOND
 FY2597
 FY2597.The horizontal coordinates were established by classical geodetic methods
 FY2597.and adjusted by the National Geodetic Survey in August 2005.
 FY2597
 FY2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2597
 FY2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2597
 FY2597.The geoid height was determined by GEOID03.
 FY2597
 FY2597;                    North         East     Units Scale Factor Converg.
 FY2597;SPC NC       -   267,562.883   683,848.504   MT  0.99999790   +0 28 34.5
 FY2597;SPC NC       -   877,829.23  2,243,592.97   sFT  0.99999790   +0 28 34.5
 FY2597;UTM  17      - 4,005,294.041   754,142.623   MT  1.00039590   +1 40 04.1
 FY2597
 FY2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2597!SPC NC       -   0.99999008  x   0.99999790  =   0.99998798
 FY2597!UTM  17      -   0.99999008  x   1.00039590  =   1.00038597
 FY2597
 FY2597:                Primary Azimuth Mark                     Grid Az
 FY2597:SPC NC       -  HIGHT                                    243 11 04.4
 FY2597:UTM  17      -  HIGHT                                    241 59 34.8
 FY2597
 FY2597|---------------------------------------------------------------------|
 FY2597| PID    Reference Object                     Distance      Geod. Az  |
 FY2597|                                                           dddmmss.s |
 FY2597| FY2598 HIGHT                               APPROX. 1.2 KM 2433938.9 |
 FY2597|---------------------------------------------------------------------|
 FY2597
 FY2597                          SUPERSEDED SURVEY CONTROL
 FY2597
 FY2597  NAD 83(1993)-  36 09 32.76766(N)    078 10 29.48681(W) AD(       ) 2
 FY2597  NAD 83(1986)-  36 09 32.76641(N)    078 10 29.49292(W) AD(       ) 2
 FY2597  NAD 27      -  36 09 32.22351(N)    078 10 30.52330(W) AD(       ) 2
 FY2597  NGVD 29 (07/19/86)   97.3    (m)          319.     (f) VERT ANG    3  
 FY2597
 FY2597.Superseded values are not recommended for survey control.
 FY2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2597.See file dsdata.txt to determine how the superseded data were derived.
 FY2597
 FY2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5414305294(NAD 83)
 FY2597_MARKER: DE = TRAVERSE STATION DISK
 FY2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2597+STABILITY: SURFACE MOTION
 FY2597
 FY2597  HISTORY     - Date     Condition        Report By
 FY2597  HISTORY     - 1976     MONUMENTED       NCGS
 FY2597  HISTORY     - 1985     GOOD             USPSQD
 FY2597
 FY2597                          STATION DESCRIPTION
 FY2597
 FY2597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2597'ALLEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY
 FY2597'4.2 MILES WEST-SOUTHWEST OF CENTERVILLE AND 8.2 MILES NORTHEAST OF
 FY2597'LOUISBURG, NORTH CAROLINA.
 FY2597'
 FY2597'TO REACH STATION FROM INTERSECTION OF NC 58 WITH NC 561 AT CENTERVILLE
 FY2597', PROCEED WESTERLY ALONG NC 561 FOR 4.35 MILES TO STATION ON THE LEFT,
 FY2597'AT THE WEST SIDE OF THE WESTERNMOST ENTRANCE TO A. ALLENS WHITE BLOCK
 FY2597'STORE, AND 0.1 MILE NORTHEAST OF INTERSECTION WITH SR 1427 (SOUTH) AND
 FY2597'SR 1428 (SOUTH).
 FY2597'
 FY2597'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALLEN 1976---, SET IN
 FY2597'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2597'SURFACE OF THE GROUND.  THE MARK IS 30.4 FEET SOUTH-SOUTHEAST OF THE
 FY2597'CENTERLINE OF NC 561, 78.5 FEET WEST-NORTHWEST OF NORTHEAST CORNER OF
 FY2597'STORE, 11.7 FEET SOUTH-SOUTHWEST OF CENTER OF TOP OF WEST END OF
 FY2597'CONCRETE CULVERT UNDER WEST ENTRANCE, 67.7 FEET WEST-SOUTHWEST OF
 FY2597'CENTER OF TOP OF WEST END OF CONCRETE CULVERT UNDER EAST ENTRANCE,
 FY2597'23.5 FEET NORTHWEST OF TELEPHONE PEDESTAL POST WITH ALUMINUM TAG, AND
 FY2597'10.1 FEET NORTH-NORTHWEST OF 15 INCH OAK WITH ALUMINUM TAG.
 FY2597
 FY2597                          STATION RECOVERY (1985)
 FY2597
 FY2597'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2978 ***********************************************************************
 FY2978  DESIGNATION -  ALLEN
 FY2978  PID         -  FY2978
 FY2978  STATE/COUNTY-  NC/PERSON
 FY2978  USGS QUAD   -  TIMBERLAKE (1981)
 FY2978
 FY2978                         *CURRENT SURVEY CONTROL
 FY2978  ___________________________________________________________________
 FY2978* NAD 83(2001)-  36 20 12.11439(N)    078 59 26.00203(W)     ADJUSTED  
 FY2978* NAVD 88     -       136.06   (+/-2cm)     446.4    (feet)  VERTCON   
 FY2978  ___________________________________________________________________
 FY2978  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 FY2978  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FY2978  HORZ ORDER  -  FIRST
 FY2978  VERT ORDER  -  THIRD ? (See Below)
 FY2978
 FY2978.The horizontal coordinates were established by classical geodetic methods
 FY2978.and adjusted by the National Geodetic Survey in August 2005.
 FY2978
 FY2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2978.The vertical order pertains to the NGVD 29 superseded value.
 FY2978
 FY2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2978
 FY2978.The geoid height was determined by GEOID03.
 FY2978
 FY2978;                    North         East     Units Scale Factor Converg.
 FY2978;SPC NC       -   286,961.600   610,449.125   MT  1.00005189   +0 00 19.6
 FY2978;SPC NC       -   941,473.18  2,002,781.84   sFT  1.00005189   +0 00 19.6
 FY2978;UTM  17      - 4,023,168.584   680,344.537   MT  1.00000074   +1 11 27.5
 FY2978
 FY2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2978!SPC NC       -   0.99998350  x   1.00005189  =   1.00003539
 FY2978!UTM  17      -   0.99998350  x   1.00000074  =   0.99998424
 FY2978
 FY2978:                Primary Azimuth Mark                     Grid Az
 FY2978:SPC NC       -  ROXBORO MUNICIPAL TANK                   003 53 58.5
 FY2978:UTM  17      -  ROXBORO MUNICIPAL TANK                   002 42 50.6
 FY2978
 FY2978|---------------------------------------------------------------------|
 FY2978| PID    Reference Object                     Distance      Geod. Az  |
 FY2978|                                                           dddmmss.s |
 FY2978| FY2989 ROXBORO MUNICIPAL TANK              APPROX. 5.5 KM 0035418.1 |
 FY2978| FY2981 SOMERSET TURKISH MILLS TANK         APPROX. 1.9 KM 0291402.2 |
 FY2978| FY3968 ALLEN RM 1                                         13353     |
 FY2978| FY3969 ALLEN RM 2 AZIMUTH                                 2274652.3 |
 FY2978| FY3970 ALLEN RM 3                                         29240     |
 FY2978|---------------------------------------------------------------------|
 FY2978
 FY2978                          SUPERSEDED SURVEY CONTROL
 FY2978
 FY2978  NAD 83(1993)-  36 20 12.11445(N)    078 59 26.00561(W) AD(       ) 1
 FY2978  NAD 83(1986)-  36 20 12.11604(N)    078 59 26.00962(W) AD(       ) 1
 FY2978  NAD 27      -  36 20 11.60600(N)    078 59 26.97300(W) AD(       ) 1
 FY2978  NGVD 29 (07/19/86)  136.32   (m)          447.2    (f) LEVELING    3  
 FY2978
 FY2978.Superseded values are not recommended for survey control.
 FY2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2978.See file dsdata.txt to determine how the superseded data were derived.
 FY2978
 FY2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8034523169(NAD 83)
 FY2978_MARKER: DS = TRIANGULATION STATION DISK
 FY2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2978_STAMPING: ALLEN 1932
 FY2978_MARK LOGO: CGS   
 FY2978
 FY2978  HISTORY     - Date     Condition        Report By
 FY2978  HISTORY     - 1932     MONUMENTED       CGS
 FY2978  HISTORY     - 1968     MARK NOT FOUND   CGS
 FY2978  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 FY2978
 FY2978                          STATION DESCRIPTION
 FY2978
 FY2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (RDH)
 FY2978'ABOUT 3.8 MILES SOUTH OF CENTER OF ROXBORO, ON PROPERTY OF MRS. R. A.
 FY2978'ALLEN.  TO REACH FROM ROXBORO, GO SOUTH 3.5 MILES FROM COURTHOUSE ON
 FY2978'ROUTE 501, TURN RIGHT (WEST) ONTO DIRT CROSSROAD, PROCEED 0.45
 FY2978'MILE, TURN LEFT ONTO MAIN NORTH-AND-SOUTH DIRT ROAD, PASS CHURCH ON
 FY2978'RIGHT, CONTINUE 0.35 MILE, TURN LEFT (EAST) ONTO DIRT T-ROAD, AND
 FY2978'FOLLOW ABOUT 36 YARDS TO TOP OF GRADE AND STATION SITE. STATION
 FY2978'IS 20 FEET SOUTH OF CENTER LINE OF DIRT T-ROAD, AND 36 YARDS EAST
 FY2978'OF INTERSECTION OF THIS ROAD AND MAIN NORTH-AND-SOUTH DIRT ROAD.
 FY2978'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FY2978'MARKS IN CONCRETE. UPPER MARK PROJECTS 6 INCHES.  REFERENCE MARKS
 FY2978'NOS. 1 AND 2 ARE STANDARD REFERENCE DISKS IN LIMESTONE OUTCROPS,
 FY2978'NOTE 12B.
 FY2978'REFERENCE MARK NO. 1 IS IN WHEAT FIELD, IN OUTCROP ABOUT 1-1/2 BY 4
 FY2978'FEET IN SIZE, AND 243.50 FEET (SLOPE) FROM STATION S 46 DEG 07 MIN E.
 FY2978'REFERENCE MARK NO. 2 IS IN SOUTHWEST CORNER OF FIELD WITH FEW
 FY2978'PATCHES OF CULTIVATION, IN OUTCROP ABOUT 16 BY 18 INCHES IN SIZE,
 FY2978'10 YARDS NORTH OF NORTHEAST CORNER OF STRIP OF WOODS, 15 YARDS EAST
 FY2978'OF CENTER LINE OF NORTH-AND -SOUTH DIRT ROAD, AND APPROXIMATELY 0.2
 FY2978'MILE FROM STATION S 47 DEG 47 MIN W.
 FY2978'REFERENCE MARK NO 3 IS
 FY2978'STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A, IN NORTHEAST
 FY2978'CORNER OF ROAD INTERSECTION, 23.5 FEET EAST OF CENTER LINE OF
 FY2978'NORTH-AND-SOUTH DIRT ROAD, 15.5 FEET NORTH OF CENTER LINE OF T-ROAD
 FY2978'WHICH PASSES STATION, AND 104.02 FEET (SLOPE) FROM STATION
 FY2978'N 67 DEG 20 MIN W.
 FY2978
 FY2978                          STATION RECOVERY (1968)
 FY2978
 FY2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 FY2978'THE STATION SITE WAS VISITED AND REFERENCE MARK NO. 3 WAS FOUND AS
 FY2978'DESCRIBED ON EDGE OF BANK, 2 FEET EAST OF STOP SIGN. MEASUREMENTS
 FY2978'FROM REFERENCE MARK 3 AND CENTERLINE OF EAST-WEST ROAD PLACED SITE OF
 FY2978'STATION MARK ON DIRT SIDE HILL OF NEW ROAD CUT. THE AREA WAS
 FY2978'PRODDED TO A DEPTH OF 15 INCHES BUT NO SIGN OF THE SURFACE OR
 FY2978'UNDERGROUND MARK WAS FOUND.  LOCAL PEOPLE SAY MARK WAS DESTROYED WHEN
 FY2978'ROAD WAS REBUILT.
 FY2978
 FY2978                          STATION RECOVERY (2004)
 FY2978
 FY2978'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 FY2978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3794 ***********************************************************************
 FB3794  DESIGNATION -  ALLEN
 FB3794  PID         -  FB3794
 FB3794  STATE/COUNTY-  NC/YANCEY
 FB3794  USGS QUAD   -  BALD CREEK (1990)
 FB3794
 FB3794                         *CURRENT SURVEY CONTROL
 FB3794  ___________________________________________________________________
 FB3794* NAD 83(2001)-  35 54 47.20865(N)    082 23 34.77009(W)     ADJUSTED  
 FB3794* NAVD 88     -       790.3    (meters)    2593.     (feet)  VERTCON   
 FB3794  ___________________________________________________________________
 FB3794  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FB3794  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB3794  HORZ ORDER  -  SECOND
 FB3794
 FB3794.The horizontal coordinates were established by classical geodetic methods
 FB3794.and adjusted by the National Geodetic Survey in August 2005.
 FB3794
 FB3794.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3794
 FB3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3794
 FB3794.The geoid height was determined by GEOID03.
 FB3794
 FB3794;                    North         East     Units Scale Factor Converg.
 FB3794;SPC NC       -   245,193.502   303,419.628   MT  0.99993909   -1 57 30.0
 FB3794;SPC NC       -   804,439.01    995,469.23   sFT  0.99993909   -1 57 30.0
 FB3794;UTM  17      - 3,975,207.839   374,311.502   MT  0.99979466   -0 49 01.8
 FB3794
 FB3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3794!SPC NC       -   0.99988071  x   0.99993909  =   0.99981981
 FB3794!UTM  17      -   0.99988071  x   0.99979466  =   0.99967539
 FB3794
 FB3794                          SUPERSEDED SURVEY CONTROL
 FB3794
 FB3794  NAD 83(1995)-  35 54 47.20798(N)    082 23 34.76967(W) AD(       ) 2
 FB3794  NAD 83(1986)-  35 54 47.21934(N)    082 23 34.77594(W) AD(       ) 2
 FB3794  NGVD 29 (02/22/93)  790.4    (m)         2593.     (f) VERT ANG    3  
 FB3794
 FB3794.Superseded values are not recommended for survey control.
 FB3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3794.See file dsdata.txt to determine how the superseded data were derived.
 FB3794
 FB3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7431275208(NAD 83)
 FB3794_MARKER: DE = TRAVERSE STATION DISK
 FB3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3794_SP_SET: CONCRETE POST
 FB3794_STAMPING: ALLEN 1984
 FB3794_MARK LOGO: NCGS  
 FB3794_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3794+STABILITY: SURFACE MOTION
 FB3794
 FB3794  HISTORY     - Date     Condition        Report By
 FB3794  HISTORY     - 1984     MONUMENTED       NCGS
 FB3794
 FB3794                          STATION DESCRIPTION
 FB3794
 FB3794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB3794'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) WEST OF BURNSVILLE AND
 FB3794'2.6 KM (1.6 MI) EAST OF BALD CREEK.
 FB3794'ALONG US 19 EAST FOR 2.55 KM (1.6 MI) EAST FROM THE SR 1135
 FB3794'INTERSECTION (AT BALD CREEK), ON THE LEFT, AT THE SOUTH END OF A CUT.
 FB3794'THE STATION IS A STANDARD NCGS DISK STAMPED---ALLEN 1984---, SET INTO
 FB3794'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 10
 FB3794'CM ABOVE GROUND.  LOCATED 23.0 METERS (75.4 FT) NORTH-NORTHEAST OF THE
 FB3794'CENTERLINE OF US 19 EAST, 32.5 METERS (106.5 FT) WEST-NORTHWEST OF THE
 FB3794'CENTERLINE OF A GRAVEL SERVICE ROAD, 39.3 METERS (129.0 FT) NORTHWEST
 FB3794'OF THE WEST END OF THE GUARD RAIL--AND 6.1 METERS (20.0 FT) SOUTHWEST
 FB3794'OF A 6-INCH POPLAR, 25.9 METERS (84.9 FT) WEST OF THE WEST MOST
 FB3794'RIGHT-OF-WAY FENCE POST--BOTH WITH REFERENCE TAGS.
 FB3794'MARK IS 15 FT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2689 ***********************************************************************
 AB2689  DESIGNATION -  ALLEN
 AB2689  PID         -  AB2689
 AB2689  STATE/COUNTY-  NC/HAYWOOD
 AB2689  USGS QUAD   -  HAZELWOOD (1990)
 AB2689
 AB2689                         *CURRENT SURVEY CONTROL
 AB2689  ___________________________________________________________________
 AB2689* NAD 83(2007)-  35 27 08.19618(N)    083 00 09.91778(W)     ADJUSTED  
 AB2689* NAVD 88     -       874.6    (meters)    2869.     (feet)  VERTCON   
 AB2689  ___________________________________________________________________
 AB2689  EPOCH DATE  -        2002.00
 AB2689  X           -     633,737.192 (meters)                     COMP
 AB2689  Y           -  -5,163,427.722 (meters)                     COMP
 AB2689  Z           -   3,679,346.875 (meters)                     COMP
 AB2689  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB2689  ELLIP HEIGHT-         846.186 (meters)          (02/10/07) ADJUSTED
 AB2689  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AB2689
 AB2689  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2689  Type    PID    Designation                      North   East  Ellip
 AB2689  -------------------------------------------------------------------
 AB2689  NETWORK AB2689 ALLEN                             0.76   0.61   1.96
 AB2689  -------------------------------------------------------------------
 AB2689
 AB2689.The horizontal coordinates were established by GPS observations
 AB2689.and adjusted by the National Geodetic Survey in February 2007.
 AB2689
 AB2689.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2689.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2689.The horizontal coordinates are valid at the epoch date displayed above.
 AB2689.The epoch date for horizontal control is a decimal equivalence
 AB2689.of Year/Month/Day.
 AB2689
 AB2689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2689
 AB2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2689
 AB2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2689
 AB2689.The ellipsoidal height was determined by GPS observations
 AB2689.and is referenced to NAD 83.
 AB2689
 AB2689.The geoid height was determined by GEOID03.
 AB2689
 AB2689;                    North         East     Units Scale Factor Converg.
 AB2689;SPC NC       -   196,158.331   246,361.549   MT  0.99987869   -2 18 37.0
 AB2689;SPC NC       -   643,562.79    808,271.18   sFT  0.99987869   -2 18 37.0
 AB2689;UTM  17      - 3,925,043.658   318,244.362   MT  1.00000712   -1 09 43.1
 AB2689
 AB2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2689!SPC NC       -   0.99986720  x   0.99987869  =   0.99974591
 AB2689!UTM  17      -   0.99986720  x   1.00000712  =   0.99987432
 AB2689
 AB2689                          SUPERSEDED SURVEY CONTROL
 AB2689
 AB2689  NAD 83(2001)-  35 27 08.19605(N)    083 00 09.91781(W) AD(       ) 1
 AB2689  ELLIP H (03/13/03)  846.184  (m)                       GP(       ) 4 2
 AB2689  NAD 83(1995)-  35 27 08.19628(N)    083 00 09.91779(W) AD(       ) 1
 AB2689  NAD 83(1986)-  35 27 08.20344(N)    083 00 09.91761(W) AD(       ) 1
 AB2689  NAD 83(1986)-  35 27 08.20325(N)    083 00 09.91723(W) AD(       ) 1
 AB2689  NGVD 29 (04/26/96)  874.7    (m)         2870.     (f) GPS OBS     3  
 AB2689
 AB2689.Superseded values are not recommended for survey control.
 AB2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2689.See file dsdata.txt to determine how the superseded data were derived.
 AB2689
 AB2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1824425044(NAD 83)
 AB2689_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2689_STAMPING: ALLEN 1992
 AB2689_MARK LOGO: NCGS  
 AB2689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2689+STABILITY: SURFACE MOTION
 AB2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2689+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2689
 AB2689  HISTORY     - Date     Condition        Report By
 AB2689  HISTORY     - 1992     MONUMENTED       NCGS
 AB2689
 AB2689                          STATION DESCRIPTION
 AB2689
 AB2689'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AB2689'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTH OF HAZELWOOD AND 2.9 MI
 AB2689'(4.7 KM) SOUTH-SOUTHWEST OF WAYNESVILLE. ALONG SR 1147 (ALLENS CREEK
 AB2689'ROAD) FOR 1.15 MI (1.85 KM) SOUTH FROM US 23 BUSINESS (BALSAM ROAD-IN
 AB2689'HAZELWOOD), IN EAST SHOULDER ACROSS FROM HOUSE NO. 914, OR 0.1 MI (0.2
 AB2689'KM) SOUTH FROM SR 1140 (VALLEYVIEW CIRCLE ROAD). MARK IS FLUSH WITH
 AB2689'GROUND. LOCATED 17.1 FT (5.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AB2689'THE ROAD, 78.9 FT (24.0 M) EAST OF THE NORTHEAST CORNER OF A BRICK AND
 AB2689'FRAME HOUSE (NO. 914-ACROSS ROAD)--AND 36.9 FT (11.2 M) EAST OF
 AB2689'UTILITY POLE CY38 (ACROSS ROAD), 48.6 FT (14.8 M) NORTH-NORTHWEST OF
 AB2689'UTILITY POLE CY37--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8010 ***********************************************************************
 AF8010  DESIGNATION -  ALLEN
 AF8010  PID         -  AF8010
 AF8010  STATE/COUNTY-  NC/NASH
 AF8010  USGS QUAD   -  BAILEY (1981)
 AF8010
 AF8010                         *CURRENT SURVEY CONTROL
 AF8010  ___________________________________________________________________
 AF8010* NAD 83(2001)-  35 51 07.11701(N)    078 00 08.00016(W)     ADJUSTED  
 AF8010* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 AF8010  ___________________________________________________________________
 AF8010  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AF8010  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AF8010  HORZ ORDER  -  SECOND
 AF8010
 AF8010.The horizontal coordinates were established by classical geodetic methods
 AF8010.and adjusted by the National Geodetic Survey in August 2005.
 AF8010
 AF8010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8010
 AF8010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8010
 AF8010.The geoid height was determined by GEOID03.
 AF8010
 AF8010;                    North         East     Units Scale Factor Converg.
 AF8010;SPC NC       -   233,630.303   699,724.294   MT  0.99992735   +0 34 33.2
 AF8010;SPC NC       -   766,502.09  2,295,678.79   sFT  0.99992735   +0 34 33.2
 AF8010;UTM  17      - 3,971,681.020   770,725.683   MT  1.00050323   +1 45 24.6
 AF8010;UTM  18      - 3,971,693.344   228,872.820   MT  1.00050591   -1 45 34.0
 AF8010
 AF8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8010!SPC NC       -   0.99999762  x   0.99992735  =   0.99992497
 AF8010!UTM  17      -   0.99999762  x   1.00050323  =   1.00050085
 AF8010!UTM  18      -   0.99999762  x   1.00050591  =   1.00050353
 AF8010
 AF8010                          SUPERSEDED SURVEY CONTROL
 AF8010
 AF8010  NAD 83(1986)-  35 51 07.12297(N)    078 00 08.01053(W) AD(       ) 2
 AF8010  NGVD 29 (06/05/98)   50.0    (m)          164.     (f) VERT ANG    3  
 AF8010
 AF8010.Superseded values are not recommended for survey control.
 AF8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8010.See file dsdata.txt to determine how the superseded data were derived.
 AF8010
 AF8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7072671681(NAD 83)
 AF8010_MARKER: DE = TRAVERSE STATION DISK
 AF8010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8010_STAMPING: ALLEN 1983
 AF8010_MARK LOGO: NCGS  
 AF8010_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8010+STABILITY: SURFACE MOTION
 AF8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8010+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 AF8010
 AF8010  HISTORY     - Date     Condition        Report By
 AF8010  HISTORY     - 1983     MONUMENTED       NCGS
 AF8010  HISTORY     - 20041219 GOOD             USPSQD
 AF8010
 AF8010                          STATION DESCRIPTION
 AF8010
 AF8010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8010'STATION IS LOCATED ABOUT 0.97 KM (0.60 MI) EAST OF STRICKLAND
 AF8010'CROSSROAD AND 14.16 KM (8.80 MI) SOUTHEAST OF SPRING HOPE. ALONG NC 97
 AF8010'FOR 0.97 KM (0.60 MI) EAST OF SR 1001 AT STRICKLAND CROSSROAD, AND 2.1
 AF8010'KM (1.30 MI) NORTHWEST OF SR 1940 (SANDY FORK ROAD), AT THE WOODS
 AF8010'LINE. MARK IS FLUSH WITH GROUND AND 3-FEET LOWER THAN THE HIGHWAY.
 AF8010'LOCATED 8.93 M (29.30 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AF8010'HIGHWAY, 17.53 M (57.51 FT) EAST-SOUTHEAST OF THE NORTH END OF A
 AF8010'HIGHWAY CULVERT, 2.1 M (6.9 FT) WEST-SOUTHWEST OF A 4-INCH PINE, 4.91
 AF8010'M (16.11 FT) SOUTHEAST OF A 30-INCH OAK-BOTH WITH REFERENCE TAGS.
 AF8010
 AF8010                          STATION RECOVERY (2004)
 AF8010
 AF8010'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 AF8010'REFERENCE TAG ON PINE TREE IS IN POOR SHAPE. MARK IS 5.5 FEET EAST OF
 AF8010'PP ET92.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4922 ***********************************************************************
 AH4922  DESIGNATION -  ALLEN
 AH4922  PID         -  AH4922
 AH4922  STATE/COUNTY-  NC/JOHNSTON
 AH4922  USGS QUAD   -  PRINCETON (1974)
 AH4922
 AH4922                         *CURRENT SURVEY CONTROL
 AH4922  ___________________________________________________________________
 AH4922* NAD 83(2001)-  35 28 43.39280(N)    078 14 02.49117(W)     ADJUSTED  
 AH4922* NAVD 88     -        46.6    (meters)     153.     (feet)  VERT ANG  
 AH4922  ___________________________________________________________________
 AH4922  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AH4922  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AH4922  HORZ ORDER  -  SECOND
 AH4922
 AH4922.The horizontal coordinates were established by classical geodetic methods
 AH4922.and adjusted by the National Geodetic Survey in August 2005.
 AH4922
 AH4922.The orthometric height was determined by vertical angle observations.
 AH4922
 AH4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4922
 AH4922.The geoid height was determined by GEOID03.
 AH4922
 AH4922;                    North         East     Units Scale Factor Converg.
 AH4922;SPC NC       -   192,035.781   679,106.957   MT  0.99988041   +0 26 31.6
 AH4922;SPC NC       -   630,037.39  2,228,036.74   sFT  0.99988041   +0 26 31.6
 AH4922;UTM  17      - 3,929,650.755   750,953.028   MT  1.00037616   +1 36 22.4
 AH4922
 AH4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4922!SPC NC       -   0.99999809  x   0.99988041  =   0.99987850
 AH4922!UTM  17      -   0.99999809  x   1.00037616  =   1.00037425
 AH4922
 AH4922                          SUPERSEDED SURVEY CONTROL
 AH4922
 AH4922  NAD 83(1986)-  35 28 43.39917(N)    078 14 02.49962(W) AD(       ) 2
 AH4922
 AH4922.Superseded values are not recommended for survey control.
 AH4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4922.See file dsdata.txt to determine how the superseded data were derived.
 AH4922
 AH4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5095329651(NAD 83)
 AH4922_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4922_STAMPING: ALLEN 1985
 AH4922_MARK LOGO: NCGS  
 AH4922_PROJECTION: FLUSH
 AH4922_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4922+STABILITY: SURFACE MOTION
 AH4922
 AH4922  HISTORY     - Date     Condition        Report By
 AH4922  HISTORY     - 1985     MONUMENTED       NCGS
 AH4922  HISTORY     - 19850101 GOOD             NCGS
 AH4922
 AH4922                          STATION DESCRIPTION
 AH4922
 AH4922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4922'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH-SOUTHEAST OF PINE
 AH4922'LEVEL AND 6.9 KM (4.30 MI) WEST OF PRINCETON. PROCEED ALONG US 70 FOR
 AH4922'5.5 KM (3.40 MI) WEST FROM EASTBOUND US 70A TO SR 2519, THENCE 0.2 KM
 AH4922'(0.10 MI) SOUTH TO THE STATION IN THE WEST SHOULDER, AND ON THE
 AH4922'PROLONGATION OF THE NORTH SIDE OF A WHITE SHINGLED HOUSE. MARK IS
 AH4922'RECESSED 6 INCHES BELOW GROUND AND LEVEL WITH ROAD.  LOCATED 4.8 M
 AH4922'(15.7 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 7.6 M (24.9
 AH4922'FT) EAST-SOUTHEAST OF THE CENTER OF A WELL, 6.4 M (21.0 FT)
 AH4922'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, 5.2 M (17.1 FT) SOUTH OF THE
 AH4922'SOUTH END OF A DRIVEWAY CULVERT, 8.5 M (27.9 FT) NORTH-NORTHEAST OF
 AH4922'THE NORTH END OF A DRIVEWAY CULVERT, AND 19.7 M (64.6 FT) EAST OF THE
 AH4922'SOUTHEAST CORNER OF THE HOUSE.
 AH4922
 AH4922                          STATION RECOVERY (1985)
 AH4922
 AH4922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8040 ***********************************************************************
 DF8040  DESIGNATION -  ALLEN
 DF8040  PID         -  DF8040
 DF8040  STATE/COUNTY-  NC/CABARRUS
 DF8040  USGS QUAD   -  CONCORD SE (1987)
 DF8040
 DF8040                         *CURRENT SURVEY CONTROL
 DF8040  ___________________________________________________________________
 DF8040* NAD 83(2007)-  35 21 42.27537(N)    080 32 30.22792(W)     ADJUSTED  
 DF8040* NAVD 88     -       193.8    (meters)     636.     (feet)  GPS OBS   
 DF8040  ___________________________________________________________________
 DF8040  EPOCH DATE  -        2002.00
 DF8040  X           -     855,734.095 (meters)                     COMP
 DF8040  Y           -  -5,136,644.796 (meters)                     COMP
 DF8040  Z           -   3,670,763.800 (meters)                     COMP
 DF8040  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DF8040  ELLIP HEIGHT-         163.442 (meters)          (02/10/07) ADJUSTED
 DF8040  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DF8040
 DF8040  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8040  Type    PID    Designation                      North   East  Ellip
 DF8040  -------------------------------------------------------------------
 DF8040  NETWORK DF8040 ALLEN                             1.41   1.33   1.49
 DF8040  -------------------------------------------------------------------
 DF8040
 DF8040.The horizontal coordinates were established by GPS observations
 DF8040.and adjusted by the National Geodetic Survey in February 2007.
 DF8040
 DF8040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8040.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8040.The horizontal coordinates are valid at the epoch date displayed above.
 DF8040.The epoch date for horizontal control is a decimal equivalence
 DF8040.of Year/Month/Day.
 DF8040
 DF8040.The orthometric height was determined by GPS observations and a
 DF8040.high-resolution geoid model.
 DF8040
 DF8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8040
 DF8040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8040
 DF8040.The ellipsoidal height was determined by GPS observations
 DF8040.and is referenced to NAD 83.
 DF8040
 DF8040.The geoid height was determined by GEOID03.
 DF8040
 DF8040;                    North         East     Units Scale Factor Converg.
 DF8040;SPC NC       -   179,878.729   469,504.942   MT  0.99987443   -0 53 23.4
 DF8040;SPC NC       -   590,152.13  1,540,367.46   sFT  0.99987443   -0 53 23.4
 DF8040;UTM  17      - 3,913,256.564   541,633.174   MT  0.99962136   +0 15 54.8
 DF8040
 DF8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8040!SPC NC       -   0.99997435  x   0.99987443  =   0.99984878
 DF8040!UTM  17      -   0.99997435  x   0.99962136  =   0.99959572
 DF8040
 DF8040                          SUPERSEDED SURVEY CONTROL
 DF8040
 DF8040  NAD 83(1986)-  35 21 42.28959(N)    080 32 30.23681(W) AD(       ) 1
 DF8040  NAD 83(2001)-  35 21 42.27514(N)    080 32 30.22833(W) AD(       ) 1
 DF8040  ELLIP H (09/17/03)  163.467  (m)                       GP(       ) 4 2
 DF8040
 DF8040.Superseded values are not recommended for survey control.
 DF8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8040.See file dsdata.txt to determine how the superseded data were derived.
 DF8040
 DF8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4163313257(NAD 83)
 DF8040_MARKER: DE = TRAVERSE STATION DISK
 DF8040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8040_STAMPING: ALLEN 1982
 DF8040_MARK LOGO: NCGS  
 DF8040_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8040+STABILITY: SURFACE MOTION
 DF8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8040+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2003
 DF8040
 DF8040  HISTORY     - Date     Condition        Report By
 DF8040  HISTORY     - 1982     MONUMENTED       NCGS
 DF8040  HISTORY     - 20010104 GOOD             NCGS
 DF8040  HISTORY     - 20020205 GOOD             NCGS
 DF8040  HISTORY     - 20030205 GOOD             NCGS
 DF8040
 DF8040                          STATION DESCRIPTION
 DF8040
 DF8040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DF8040'RECOVERED AS DESCRIBED.
 DF8040
 DF8040                          STATION RECOVERY (2002)
 DF8040
 DF8040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (JGG)
 DF8040'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHEAST OF CONCORD AND 6.6
 DF8040'MI (10.6 KM) SOUTHWEST OF MOUNT PLEASANT.
 DF8040'ALONG US 601 FOR 0.95 MI (1.53 KM) SOUTHEAST FROM NC 49, IN THE
 DF8040'SOUTHEAST QUADRANT AT THE INTERSECTION OF FLOWES STORE ROAD-SR 1132
 DF8040'AND ON THE PROLONGATION OF THE NORTH SIDE OF ALLEN VOLUNTEER FIRE
 DF8040'DEPARTMENT.
 DF8040'MARK IS ABOUT LEVEL WITH US 601 AND RECESSED 4 INCHES BELOW GROUND
 DF8040'SURFACE. LOCATED 30.2 FT (9.2 M) EAST-NORTHEAST OF CENTERLINE OF US
 DF8040'601, 169.7 FT (51.7 M) SOUTH-SOUTHEAST OF CENTER OF EAST MEDIAN IN SR
 DF8040'1132, 89.2 FT (27.2 M) EAST OF SOUTHERNMOST FIRE HYDRANT AND 40.8 FT
 DF8040'(12.4 M) WEST OF A POWER POLE WITH A REFERENCE TAG.
 DF8040
 DF8040                          STATION RECOVERY (2003)
 DF8040
 DF8040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 DF8040'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHEAST OF CONCORD AND 6.6
 DF8040'MI (10.6 KM) SOUTHWEST OF MOUNT PLEASANT. ALONG US 601 FOR 0.95 MI
 DF8040'(1.53 KM) SOUTHEAST FROM NC 49, IN THE SOUTHEAST QUADRANT AT THE
 DF8040'INTERSECTION OF FLOWES STORE ROAD-SR 1132 AND ON THE PROLONGATION OF
 DF8040'THE NORTH SIDE OF ALLEN VOLUNTEER FIRE DEPARTMENT. MARK IS ABOUT LEVEL
 DF8040'WITH US 601 AND RECESSED 4 INCHES BELOW GROUND SURFACE. LOCATED 30.2
 DF8040'FT (9.2 M) EAST-NORTHEAST OF CENTERLINE OF US 601, 169.7 FT (51.7 M)
 DF8040'SOUTH-SOUTHEAST OF CENTER OF EAST MEDIAN IN SR 1132, 89.2 FT (27.2 M)
 DF8040'EAST OF SOUTHERNMOST FIRE HYDRANT AND 40.8 FT (12.4 M) WEST OF A POWER
 DF8040'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2324 ***********************************************************************
 FA2324  DESIGNATION -  ALLEN RM 3 AZIMUTH
 FA2324  PID         -  FA2324
 FA2324  STATE/COUNTY-  NC/MECKLENBURG
 FA2324  USGS QUAD   -  MIDLAND (1993)
 FA2324
 FA2324                         *CURRENT SURVEY CONTROL
 FA2324  ___________________________________________________________________
 FA2324* NAD 83(2001)-  35 13 28.17766(N)    080 36 47.31239(W)     ADJUSTED  
 FA2324* NAVD 88     -       234.1    (meters)     768.     (feet)  VERTCON   
 FA2324  ___________________________________________________________________
 FA2324  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FA2324  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA2324  HORZ ORDER  -  SECOND
 FA2324
 FA2324.The horizontal coordinates were established by classical geodetic methods
 FA2324.and adjusted by the National Geodetic Survey in August 2005.
 FA2324
 FA2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2324
 FA2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2324
 FA2324.The geoid height was determined by GEOID03.
 FA2324
 FA2324;                    North         East     Units Scale Factor Converg.
 FA2324;SPC NC       -   164,758.526   462,768.892   MT  0.99987270   -0 55 51.8
 FA2324;SPC NC       -   540,545.26  1,518,267.61   sFT  0.99987270   -0 55 51.8
 FA2324;UTM  17      - 3,898,007.586   535,204.807   MT  0.99961527   +0 13 23.3
 FA2324
 FA2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2324!SPC NC       -   0.99996801  x   0.99987270  =   0.99984071
 FA2324!UTM  17      -   0.99996801  x   0.99961527  =   0.99958329
 FA2324
 FA2324                          SUPERSEDED SURVEY CONTROL
 FA2324
 FA2324  NAD 83(1986)-  35 13 28.19198(N)    080 36 47.32076(W) AD(       ) 2
 FA2324  NAD 27      -  35 13 27.66007(N)    080 36 48.08243(W) AD(       ) 2
 FA2324  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG    3  
 FA2324
 FA2324.Superseded values are not recommended for survey control.
 FA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2324.See file dsdata.txt to determine how the superseded data were derived.
 FA2324
 FA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3520598008(NAD 83)
 FA2324_MARKER: DR = REFERENCE MARK DISK
 FA2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA2324_STAMPING: ALLEN NO 3 1933
 FA2324_MARK LOGO: CGS   
 FA2324_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2324+STABILITY: SURFACE MOTION
 FA2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2324+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 FA2324
 FA2324  HISTORY     - Date     Condition        Report By
 FA2324  HISTORY     - 1933     MONUMENTED       CGS
 FA2324  HISTORY     - 19910312 GOOD             USPSQD
 FA2324  HISTORY     - 20000613 GOOD             NCGS
 FA2324  HISTORY     - 20040428 GOOD             USPSQD
 FA2324
 FA2324                          STATION DESCRIPTION
 FA2324
 FA2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FA2324'THE STATION MARK STAMPED ALLEN NO 3 1933 PROJECTS 1.0 FOOT.  IT
 FA2324'IS IN THE REAR (SOUTHWEST) OF DULINS GROVE ADVENT CHURCH, 22 FEET
 FA2324'EAST OF THE CENTER OF ARLINGTON CHURCH ROAD (PAVED), 6 FEET NORTH OF
 FA2324'TWIN OAKS AND 3.5 FEET SOUTH OF THE GRAVESTONE OF ELLA CANUPP.
 FA2324
 FA2324                          STATION RECOVERY (1991)
 FA2324
 FA2324'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2324'RECOVERED IN GOOD CONDITION.
 FA2324
 FA2324                          STATION RECOVERY (2000)
 FA2324
 FA2324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2324'STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF CHARLOTTE. PROCEED
 FA2324'ALONG NC 24/27 FOR 1.0 MI (1.6 KM) WEST FROM THE MECKLENBURG-CABARRUS
 FA2324'COUNTY LINE, THENCE SOUTH FOR 0.1 MI (0.2 KM) ALONG ARLINGTON CHURCH
 FA2324'ROAD (SR 3110), ON THE EAST SIDE OF THE ROAD, IN THE CEMETERY OF
 FA2324'DULINS GROVE CHURCH.
 FA2324
 FA2324                          STATION RECOVERY (2004)
 FA2324
 FA2324'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2324' 
 FA2324' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2934 ***********************************************************************
 EZ2934  DESIGNATION -  ALLENBY
 EZ2934  PID         -  EZ2934
 EZ2934  STATE/COUNTY-  NC/LEE
 EZ2934  USGS QUAD   -  COLON (1981)
 EZ2934
 EZ2934                         *CURRENT SURVEY CONTROL
 EZ2934  ___________________________________________________________________
 EZ2934* NAD 83(2001)-  35 31 16.64618(N)    079 09 39.00656(W)     ADJUSTED  
 EZ2934* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 EZ2934  ___________________________________________________________________
 EZ2934  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EZ2934  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EZ2934  HORZ ORDER  -  SECOND
 EZ2934
 EZ2934.The horizontal coordinates were established by classical geodetic methods
 EZ2934.and adjusted by the National Geodetic Survey in August 2005.
 EZ2934
 EZ2934.The orthometric height was scaled from a topographic map.
 EZ2934
 EZ2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2934
 EZ2934.The geoid height was determined by GEOID03.
 EZ2934
 EZ2934;                    North         East     Units Scale Factor Converg.
 EZ2934;SPC NC       -   196,502.057   595,014.300   MT  0.99988362   -0 05 34.2
 EZ2934;SPC NC       -   644,690.50  1,952,142.75   sFT  0.99988362   -0 05 34.2
 EZ2934;UTM  17      - 3,932,410.097   666,764.920   MT  0.99994272   +1 04 07.7
 EZ2934
 EZ2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2934!SPC NC       -   0.99998851  x   0.99988362  =   0.99987213
 EZ2934!UTM  17      -   0.99998851  x   0.99994272  =   0.99993123
 EZ2934
 EZ2934:                Primary Azimuth Mark                     Grid Az
 EZ2934:SPC NC       -  JONESBORO                                170 26 25.5
 EZ2934:UTM  17      -  JONESBORO                                169 16 43.6
 EZ2934
 EZ2934|---------------------------------------------------------------------|
 EZ2934| PID    Reference Object                     Distance      Geod. Az  |
 EZ2934|                                                           dddmmss.s |
 EZ2934| EZ3335 JONESBORO                           APPROX. 7.0 KM 1702051.3 |
 EZ2934| EZ3346 SANFORD MUNICIPAL STANDPIPE         APPROX. 4.4 KM 1805955.2 |
 EZ2934| EZ2935 DEBENEY A                           257.973 METERS 28016     |
 EZ2934| EZ5848 ALLENBY RM                           11.340 METERS 32923     |
 EZ2934| EZ1175 COLON                               280.142 METERS 33039     |
 EZ2934|---------------------------------------------------------------------|
 EZ2934
 EZ2934                          SUPERSEDED SURVEY CONTROL
 EZ2934
 EZ2934  NAD 83(1986)-  35 31 16.64582(N)    079 09 39.01323(W) AD(       ) 2
 EZ2934  NAD 27      -  35 31 16.10310(N)    079 09 39.93260(W) AD(       ) 2
 EZ2934
 EZ2934.Superseded values are not recommended for survey control.
 EZ2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2934.See file dsdata.txt to determine how the superseded data were derived.
 EZ2934
 EZ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6676532410(NAD 83)
 EZ2934_MARKER: DS = TRIANGULATION STATION DISK
 EZ2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2934
 EZ2934  HISTORY     - Date     Condition        Report By
 EZ2934  HISTORY     - 1918     MONUMENTED       CGS
 EZ2934  HISTORY     - 1945     GOOD             USE
 EZ2934
 EZ2934                          STATION DESCRIPTION
 EZ2934
 EZ2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ2934'ABOUT 4 MILES NORTH OF SANFORD, ON COUNTY ROAD TO COLON,
 EZ2934'ABOUT ONE-HALF MILE SOUTH OF RAILWAY STATION AT COLON, ABOUT
 EZ2934'300 YARDS EAST OF THE SEABOARD AIR LINE RAILWAY, AT FIRST CURVE
 EZ2934'SOUTH OF COLON, 0.15 MILE SOUTH OF GRADE CROSSING OF
 EZ2934'COUNTY ROAD AT RAILWAY, ABOUT 200 YARDS EAST OF ROAD, BENEATH
 EZ2934'EAST END OF KITCHEN, AND NEAR SOUTH SIDE OF HOUSE OF
 EZ2934'J. F. WICKER.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 EZ2934'CONCRETE.  UNDERGROUND MARK IS COPPER BOLT IN
 EZ2934'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE DISK
 EZ2934'IN CONCRETE, ABOUT 20 FEET SOUTHEAST OF UMBRELLA
 EZ2934'CHINA-BERRY TREE, 1 YARD NORTHEAST OF NORTHEAST CORNER
 EZ2934'OF HOUSE PROPER, AND 11.335 METERS (37.19 FEET) FROM
 EZ2934'STATION N 30 DEG 38 MIN W.  AS STATION MARK HAS BEEN
 EZ2934'COVERED BY CONSTRUCTION OF KITCHEN, REFERENCE MARK MAY BE
 EZ2934'OCCUPIED AS ECCENTRIC STATION, USING STATION COLON, WHICH IS
 EZ2934'VISIBLE FROM REFERENCE MARK, AS AZIMUTH MARK.  BEARING FROM
 EZ2934'STATION TO RED STANDPIPE AT SANFORD IS S 01 DEG W.
 EZ2934
 EZ2934                          STATION RECOVERY (1945)
 EZ2934
 EZ2934'RECOVERY NOTE BY US ENGINEERS 1945 (HFM)
 EZ2934'LEYTTER OF HERBERT F. MARPLES, FLUSHING, NEW YORK, DATED
 EZ2934'DECEMBER 11, 1945--STATION AND REFERENCE MARK RECOVERED AS
 EZ2934'DESCRIBED.  TO REACH FROM CAROLINA HOTEL IN SANFORD, PROCEED E
 EZ2934'ON CHARLOTTE STREET, TURN LEFT (N) ON 6TH STREET AT SIGN BORDEN
 EZ2934'BRICK AND TILE CO. AND PROCEED N UNTIL RAILROAD STATION AT COLON
 EZ2934'COMES INTO VIEW.  TAKE DRIVEWAY TO RIGHT JUST SHORT OF END OF
 EZ2934'PAVEMENT.  STATION IS UNDER SECOND HOUSE ON RIGHT SIDE OF
 EZ2934'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2931 ***********************************************************************
 EZ2931  DESIGNATION -  ALLENBY A
 EZ2931  PID         -  EZ2931
 EZ2931  STATE/COUNTY-  NC/LEE
 EZ2931  USGS QUAD   -  COLON (1981)
 EZ2931
 EZ2931                         *CURRENT SURVEY CONTROL
 EZ2931  ___________________________________________________________________
 EZ2931* NAD 83(2001)-  35 31 47.97004(N)    079 08 38.89064(W)     ADJUSTED  
 EZ2931* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 EZ2931  ___________________________________________________________________
 EZ2931  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 EZ2931  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EZ2931  HORZ ORDER  -  SECOND
 EZ2931
 EZ2931.The horizontal coordinates were established by classical geodetic methods
 EZ2931.and adjusted by the National Geodetic Survey in August 2005.
 EZ2931
 EZ2931.The orthometric height was scaled from a topographic map.
 EZ2931
 EZ2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2931
 EZ2931.The geoid height was determined by GEOID03.
 EZ2931
 EZ2931;                    North         East     Units Scale Factor Converg.
 EZ2931;SPC NC       -   197,465.003   596,530.202   MT  0.99988434   -0 04 59.5
 EZ2931;SPC NC       -   647,849.76  1,957,116.17   sFT  0.99988434   -0 04 59.5
 EZ2931;UTM  17      - 3,933,403.643   668,261.078   MT  0.99994890   +1 04 43.5
 EZ2931
 EZ2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2931!SPC NC       -   0.99999165  x   0.99988434  =   0.99987599
 EZ2931!UTM  17      -   0.99999165  x   0.99994890  =   0.99994055
 EZ2931
 EZ2931:                Primary Azimuth Mark                     Grid Az
 EZ2931:SPC NC       -  ALLENBY B                                029 47 47.5
 EZ2931:UTM  17      -  ALLENBY B                                028 38 04.5
 EZ2931
 EZ2931|---------------------------------------------------------------------|
 EZ2931| PID    Reference Object                     Distance      Geod. Az  |
 EZ2931|                                                           dddmmss.s |
 EZ2931| EZ2932 ALLENBY B                           426.873 METERS 0294248.0 |
 EZ2931| EZ1175 COLON                               APPROX. 1.8 KM 2462508.9 |
 EZ2931| EZ5849 ALLENBY A RM                         29.410 METERS 33159     |
 EZ2931|---------------------------------------------------------------------|
 EZ2931
 EZ2931                          SUPERSEDED SURVEY CONTROL
 EZ2931
 EZ2931  NAD 83(1986)-  35 31 47.96992(N)    079 08 38.89731(W) AD(       ) 2
 EZ2931  NAD 27      -  35 31 47.42878(N)    079 08 39.82082(W) AD(       ) 2
 EZ2931
 EZ2931.Superseded values are not recommended for survey control.
 EZ2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2931.See file dsdata.txt to determine how the superseded data were derived.
 EZ2931
 EZ2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6826133404(NAD 83)
 EZ2931
 EZ2931  HISTORY     - Date     Condition        Report By
 EZ2931  HISTORY     - 1918     MONUMENTED       CGS
 EZ2931  HISTORY     - 1933     GOOD             CGS
 EZ2931
 EZ2931                          STATION DESCRIPTION
 EZ2931
 EZ2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ2931'ABOUT THREE-FOURTHS MILE NORTH OF RAILWAY STATION AT COLON, ON
 EZ2931'RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, AT INTERSECTION OF
 EZ2931'TANGENTS TO EAST RAIL FROM SOUTH AND WEST RAIL FROM NORTH, ON
 EZ2931'FIRST CURVE NORTH OF COLON AND MILEPOST 195, ABOUT 300 METERS
 EZ2931'(984 FEET) SOUTH OF NORFOLK SOUTHERN RAILROAD OVERGRADE
 EZ2931'CROSSING, ABOUT ONE-FOURTH MILE NORTH OF BLOCK SIGNAL
 EZ2931'NO. 195.1, 101.5 FEET NORTHWEST OF TELEPHONE POLE NO. 4271,
 EZ2931'21.8 FEET EAST OF TELEPHONE POLE, AND 64.4 FEET EAST OF EAST
 EZ2931'RAIL.  SURFACE MARK IS STANDARD DISK STATION MARK IN
 EZ2931'CONCRETE.  UNDERGROUND MARK IS COPPER BOLT IN
 EZ2931'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE
 EZ2931'DISK IN CONCRETE, ON BANK ON OPPOSITE SIDE OF
 EZ2931'TRACK FROM STATION, ABOUT 3 METERS (10 FEET) FROM
 EZ2931'TELEPHONE POLE, ABOUT 20 METERS (66 FEET) SOUTH OF WHISTLE
 EZ2931'POST, AND 29.41 METERS (96.5 FEET) FROM STATION
 EZ2931'N 28 DEG 01 MIN W.  AZIMUTH MARK, ESTABLISHED IN 1933,
 EZ2931'IS STANDARD DISK STATION MARK IN DRILL HOLE IN TOP OF
 EZ2931'SOUTH END OF EAST CONCRETE ABUTMENT OF NORFOLK SOUTHERN
 EZ2931'RAILROAD OVERGRADE CROSSING, AND APPROXIMATELY 300 YARDS
 EZ2931'FROM STATION, N 28 DEG 59 MIN E.  GREEN
 EZ2931'LIGHT OF SECOND BLOCK SIGNAL FROM STATION, ON WEST SIDE OF
 EZ2931'TRACK, IS APPROXIMATELY 1 MILE FROM STATION S 66 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2932 ***********************************************************************
 EZ2932  DESIGNATION -  ALLENBY B
 EZ2932  PID         -  EZ2932
 EZ2932  STATE/COUNTY-  NC/LEE
 EZ2932  USGS QUAD   -  COLON (1981)
 EZ2932
 EZ2932                         *CURRENT SURVEY CONTROL
 EZ2932  ___________________________________________________________________
 EZ2932* NAD 83(2001)-  35 31 59.99955(N)    079 08 30.49151(W)     ADJUSTED  
 EZ2932* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EZ2932  ___________________________________________________________________
 EZ2932  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 EZ2932  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EZ2932  HORZ ORDER  -  SECOND
 EZ2932
 EZ2932.The horizontal coordinates were established by classical geodetic methods
 EZ2932.and adjusted by the National Geodetic Survey in August 2005.
 EZ2932
 EZ2932.The orthometric height was scaled from a topographic map.
 EZ2932
 EZ2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2932
 EZ2932.The geoid height was determined by GEOID03.
 EZ2932
 EZ2932;                    North         East     Units Scale Factor Converg.
 EZ2932;SPC NC       -   197,835.399   596,742.308   MT  0.99988463   -0 04 54.6
 EZ2932;SPC NC       -   649,064.97  1,957,812.06   sFT  0.99988463   -0 04 54.6
 EZ2932;UTM  17      - 3,933,778.289   668,465.643   MT  0.99994975   +1 04 48.7
 EZ2932
 EZ2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2932!SPC NC       -   0.99999181  x   0.99988463  =   0.99987644
 EZ2932!UTM  17      -   0.99999181  x   0.99994975  =   0.99994156
 EZ2932
 EZ2932:                Primary Azimuth Mark                     Grid Az
 EZ2932:SPC NC       -  ALLENBY C                                041 07 27.6
 EZ2932:UTM  17      -  ALLENBY C                                039 57 44.3
 EZ2932
 EZ2932|---------------------------------------------------------------------|
 EZ2932| PID    Reference Object                     Distance      Geod. Az  |
 EZ2932|                                                           dddmmss.s |
 EZ2932| EZ1177 ALLENBY C                           433.073 METERS 0410233.0 |
 EZ2932| EZ2931 ALLENBY A                           426.873 METERS 2094252.9 |
 EZ2932|---------------------------------------------------------------------|
 EZ2932
 EZ2932                          SUPERSEDED SURVEY CONTROL
 EZ2932
 EZ2932  NAD 83(1986)-  35 31 59.99942(N)    079 08 30.49851(W) AD(       ) 2
 EZ2932  NAD 27      -  35 31 59.45893(N)    079 08 31.42248(W) AD(       ) 2
 EZ2932
 EZ2932.Superseded values are not recommended for survey control.
 EZ2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2932.See file dsdata.txt to determine how the superseded data were derived.
 EZ2932
 EZ2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6846633778(NAD 83)
 EZ2932_MARKER: N = NAIL
 EZ2932_SETTING: 0 = UNSPECIFIED SETTING
 EZ2932_MARK LOGO: CGS   
 EZ2932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2932
 EZ2932  HISTORY     - Date     Condition        Report By
 EZ2932  HISTORY     - 1918     MONUMENTED       CGS
 EZ2932
 EZ2932                          STATION DESCRIPTION
 EZ2932
 EZ2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ2932'ABOUT ONE-HALF MILE NORTH OF RAILWAY STATION AT COLON, ON
 EZ2932'SECOND CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF COLON, AT
 EZ2932'INTERSECTION OF TANGENTS TO WEST RAIL, ABOUT 100 METERS
 EZ2932'(328 FEET) NORTH OF NORFOLK SOUTHERN RAILROAD OVERGRADE
 EZ2932'CROSSING, AND 2.670 METERS (8.76 FEET) WEST OF WEST
 EZ2932'RAIL.  MARKED BY NAIL IN 2- BY 4-INCH STAKE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1177 ***********************************************************************
 EZ1177  DESIGNATION -  ALLENBY C
 EZ1177  PID         -  EZ1177
 EZ1177  STATE/COUNTY-  NC/LEE
 EZ1177  USGS QUAD   -  COLON (1981)
 EZ1177
 EZ1177                         *CURRENT SURVEY CONTROL
 EZ1177  ___________________________________________________________________
 EZ1177* NAD 83(2001)-  35 32 10.59759(N)    079 08 19.20302(W)     ADJUSTED  
 EZ1177* NAVD 88     -        81.57   (+/-2cm)     267.6    (feet)  VERTCON   
 EZ1177  ___________________________________________________________________
 EZ1177  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 EZ1177  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 EZ1177  HORZ ORDER  -  SECOND
 EZ1177  VERT ORDER  -  ? (See Below)
 EZ1177
 EZ1177.The horizontal coordinates were established by classical geodetic methods
 EZ1177.and adjusted by the National Geodetic Survey in August 2005.
 EZ1177
 EZ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ1177.The vertical order pertains to the NGVD 29 superseded value.
 EZ1177
 EZ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1177
 EZ1177.The geoid height was determined by GEOID03.
 EZ1177
 EZ1177;                    North         East     Units Scale Factor Converg.
 EZ1177;SPC NC       -   198,161.587   597,027.113   MT  0.99988488   -0 04 48.1
 EZ1177;SPC NC       -   650,135.14  1,958,746.45   sFT  0.99988488   -0 04 48.1
 EZ1177;UTM  17      - 3,934,110.207   668,743.792   MT  0.99995090   +1 04 55.5
 EZ1177
 EZ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1177!SPC NC       -   0.99999216  x   0.99988488  =   0.99987704
 EZ1177!UTM  17      -   0.99999216  x   0.99995090  =   0.99994306
 EZ1177
 EZ1177:                Primary Azimuth Mark                     Grid Az
 EZ1177:SPC NC       -  ALLENBY D                                052 54 55.3
 EZ1177:UTM  17      -  ALLENBY D                                051 45 11.7
 EZ1177
 EZ1177|---------------------------------------------------------------------|
 EZ1177| PID    Reference Object                     Distance      Geod. Az  |
 EZ1177|                                                           dddmmss.s |
 EZ1177| EZ2933 ALLENBY D                           405.376 METERS 0525007.2 |
 EZ1177| EZ5850 ALLENBY C RM                         12.565 METERS 14828     |
 EZ1177| EZ2932 ALLENBY B                           433.073 METERS 2210239.5 |
 EZ1177|---------------------------------------------------------------------|
 EZ1177
 EZ1177                          SUPERSEDED SURVEY CONTROL
 EZ1177
 EZ1177  NAD 83(1986)-  35 32 10.59754(N)    079 08 19.21031(W) AD(       ) 2
 EZ1177  NAD 27      -  35 32 10.05776(N)    079 08 20.13486(W) AD(       ) 2
 EZ1177  NGVD 29 (??/??/92)   81.803  (m)          268.38   (f) ADJ UNCH    ?  
 EZ1177
 EZ1177.Superseded values are not recommended for survey control.
 EZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1177.See file dsdata.txt to determine how the superseded data were derived.
 EZ1177
 EZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6874434110(NAD 83)
 EZ1177_MARKER: DS = TRIANGULATION STATION DISK
 EZ1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1177_STAMPING: ALLENBY C 1918
 EZ1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1177+STABILITY: SURFACE MOTION
 EZ1177
 EZ1177  HISTORY     - Date     Condition        Report By
 EZ1177  HISTORY     - 1918     MONUMENTED       CGS
 EZ1177  HISTORY     - 1933     MARK NOT FOUND   CGS
 EZ1177  HISTORY     - 1934     MARK NOT FOUND   NGS
 EZ1177
 EZ1177                          STATION DESCRIPTION
 EZ1177
 EZ1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ1177'ABOUT THREE-FOURTHS MILE NORTH OF RAILWAY STATION AT COLON, ON
 EZ1177'THIRD CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF COLON, AT
 EZ1177'INTERSECTION OF TANGENTS TO WEST RAIL FROM SOUTH AND EAST RAIL
 EZ1177'FROM NORTH, ABOUT 150 YARDS SOUTH OF MILEPOST 194, AND 2.312
 EZ1177'METERS (7.59 FEET) WEST OF WEST RAIL.  SURFACE MARK WAS STANDARD
 EZ1177'DISK STATION MARK IN CONCRETE.  UNDERGROUND MARK WAS
 EZ1177'COPPER BOLT IN CONCRETE.  REFERENCE MARK WAS STANDARD
 EZ1177'REFERENCE DISK IN CONCRETE, 12.565 METERS (41.22
 EZ1177'FEET) FROM STATION.
 EZ1177
 EZ1177                          STATION RECOVERY (1933)
 EZ1177
 EZ1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EZ1177'THE STATION WAS NOT RECOVERED.
 EZ1177
 EZ1177                          STATION RECOVERY (1934)
 EZ1177
 EZ1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EZ1177'1.1 MI NE FROM COLON.
 EZ1177'1-1/8 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 EZ1177'THE STATION AT COLON, LEE COUNTY, 150 YARDS SOUTH OF MILEPOST
 EZ1177'194, AT THE THIRD CURVE NORTHEAST OF THE STATION, AT THE INTERSECTION
 EZ1177'OF THE PROLONGATIONS OF THE WEST RAIL OF THE SOUTH TANGENT AND
 EZ1177'THE EAST RAIL OF THE NORTH TANGENT, AND 8 FEET WEST OF THE WEST
 EZ1177'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ALLENBY C
 EZ1177'1918 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2933 ***********************************************************************
 EZ2933  DESIGNATION -  ALLENBY D
 EZ2933  PID         -  EZ2933
 EZ2933  STATE/COUNTY-  NC/LEE
 EZ2933  USGS QUAD   -  COLON (1981)
 EZ2933
 EZ2933                         *CURRENT SURVEY CONTROL
 EZ2933  ___________________________________________________________________
 EZ2933* NAD 83(2001)-  35 32 18.54326(N)    079 08 06.37874(W)     ADJUSTED  
 EZ2933* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 EZ2933  ___________________________________________________________________
 EZ2933  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 EZ2933  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EZ2933  HORZ ORDER  -  SECOND
 EZ2933
 EZ2933.The horizontal coordinates were established by classical geodetic methods
 EZ2933.and adjusted by the National Geodetic Survey in August 2005.
 EZ2933
 EZ2933.The orthometric height was scaled from a topographic map.
 EZ2933
 EZ2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2933
 EZ2933.The geoid height was determined by GEOID03.
 EZ2933
 EZ2933;                    North         East     Units Scale Factor Converg.
 EZ2933;SPC NC       -   198,405.995   597,350.468   MT  0.99988507   -0 04 40.7
 EZ2933;SPC NC       -   650,937.00  1,959,807.33   sFT  0.99988507   -0 04 40.7
 EZ2933;UTM  17      - 3,934,361.140   669,062.145   MT  0.99995223   +1 05 03.2
 EZ2933
 EZ2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2933!SPC NC       -   0.99999181  x   0.99988507  =   0.99987688
 EZ2933!UTM  17      -   0.99999181  x   0.99995223  =   0.99994404
 EZ2933
 EZ2933:                Primary Azimuth Mark                     Grid Az
 EZ2933:SPC NC       -  ALLENBY C                                232 54 55.4
 EZ2933:UTM  17      -  ALLENBY C                                231 45 11.5
 EZ2933
 EZ2933|---------------------------------------------------------------------|
 EZ2933| PID    Reference Object                     Distance      Geod. Az  |
 EZ2933|                                                           dddmmss.s |
 EZ2933| EZ1177 ALLENBY C                           405.376 METERS 2325014.7 |
 EZ2933|---------------------------------------------------------------------|
 EZ2933
 EZ2933                          SUPERSEDED SURVEY CONTROL
 EZ2933
 EZ2933  NAD 83(1986)-  35 32 18.54331(N)    079 08 06.38625(W) AD(       ) 2
 EZ2933  NAD 27      -  35 32 18.00423(N)    079 08 07.31146(W) AD(       ) 2
 EZ2933
 EZ2933.Superseded values are not recommended for survey control.
 EZ2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2933.See file dsdata.txt to determine how the superseded data were derived.
 EZ2933
 EZ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6906234361(NAD 83)
 EZ2933_MARKER: N = NAIL
 EZ2933_SETTING: 0 = UNSPECIFIED SETTING
 EZ2933_MARK LOGO: CGS   
 EZ2933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2933
 EZ2933  HISTORY     - Date     Condition        Report By
 EZ2933  HISTORY     - 1918     MONUMENTED       CGS
 EZ2933
 EZ2933                          STATION DESCRIPTION
 EZ2933
 EZ2933'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ2933'ABOUT ONE-HALF MILE SOUTH OF RAILWAY STATION AT OSGOOD, ON
 EZ2933'SECOND CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF OSGOOD, AT
 EZ2933'INTERSECTION OF TANGENTS TO EAST RAIL, 200 METERS (656 FEET)
 EZ2933'NORTH OF MILEPOST 194, 100 METERS (328 FEET) NORTH OF SIGNBOARD
 EZ2933'COLON, AND 1.120 METERS (3.67 FEET) EAST OF EAST RAIL.  MARKED
 EZ2933'BY NAIL IN TOP OF 2- BY 4-INCH STAKE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1178 ***********************************************************************
 EZ1178  DESIGNATION -  ALLENBY E
 EZ1178  PID         -  EZ1178
 EZ1178  STATE/COUNTY-  NC/LEE
 EZ1178  USGS QUAD   -  COLON (1981)
 EZ1178
 EZ1178                         *CURRENT SURVEY CONTROL
 EZ1178  ___________________________________________________________________
 EZ1178* NAD 83(2001)-  35 32 37.05391(N)    079 07 39.39560(W)     ADJUSTED  
 EZ1178* NAVD 88     -        72.78   (+/-2cm)     238.8    (feet)  VERTCON   
 EZ1178  ___________________________________________________________________
 EZ1178  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 EZ1178  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 EZ1178  HORZ ORDER  -  SECOND
 EZ1178  VERT ORDER  -  ? (See Below)
 EZ1178
 EZ1178.The horizontal coordinates were established by classical geodetic methods
 EZ1178.and adjusted by the National Geodetic Survey in August 2005.
 EZ1178
 EZ1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ1178.The vertical order pertains to the NGVD 29 superseded value.
 EZ1178
 EZ1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1178
 EZ1178.The geoid height was determined by GEOID03.
 EZ1178
 EZ1178;                    North         East     Units Scale Factor Converg.
 EZ1178;SPC NC       -   198,975.520   598,030.844   MT  0.99988552   -0 04 25.1
 EZ1178;SPC NC       -   652,805.52  1,962,039.53   sFT  0.99988552   -0 04 25.1
 EZ1178;UTM  17      - 3,934,944.389   669,730.874   MT  0.99995502   +1 05 19.4
 EZ1178
 EZ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1178!SPC NC       -   0.99999354  x   0.99988552  =   0.99987906
 EZ1178!UTM  17      -   0.99999354  x   0.99995502  =   0.99994856
 EZ1178
 EZ1178|---------------------------------------------------------------------|
 EZ1178| PID    Reference Object                     Distance      Geod. Az  |
 EZ1178|                                                           dddmmss.s |
 EZ1178| EZ5851 ALLENBY E RM                         32.231 METERS 14254     |
 EZ1178|---------------------------------------------------------------------|
 EZ1178
 EZ1178                          SUPERSEDED SURVEY CONTROL
 EZ1178
 EZ1178  NAD 83(1986)-  35 32 37.05427(N)    079 07 39.40335(W) AD(       ) 2
 EZ1178  NAD 27      -  35 32 36.51657(N)    079 07 40.33074(W) AD(       ) 2
 EZ1178  NGVD 29 (??/??/92)   73.013  (m)          239.54   (f) ADJ UNCH    ?  
 EZ1178
 EZ1178.Superseded values are not recommended for survey control.
 EZ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1178.See file dsdata.txt to determine how the superseded data were derived.
 EZ1178
 EZ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6973134944(NAD 83)
 EZ1178_MARKER: DS = TRIANGULATION STATION DISK
 EZ1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1178_STAMPING: ALLENBY E 1918
 EZ1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1178+STABILITY: SURFACE MOTION
 EZ1178
 EZ1178  HISTORY     - Date     Condition        Report By
 EZ1178  HISTORY     - 1918     MONUMENTED       CGS
 EZ1178  HISTORY     - 1933     MARK NOT FOUND   CGS
 EZ1178  HISTORY     - 1934     MARK NOT FOUND   NGS
 EZ1178  HISTORY     - 1966     MARK NOT FOUND   CGS
 EZ1178
 EZ1178                          STATION DESCRIPTION
 EZ1178
 EZ1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ1178'ABOUT 350 METERS (1,148 FEET) SOUTH OF RAILWAY STATION AT OSGOOD, ON
 EZ1178'FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF OSGOOD, AT
 EZ1178'INTERSECTION OF TANGENTS TO EAST RAIL FROM SOUTH AND WEST RAIL FROM
 EZ1178'NORTH, 46 METERS (151 FEET) SOUTH OF CONCRETE CULVERT, AND 9.85
 EZ1178'METERS (32.3 FEET) EAST OF EAST RAIL.  SURFACE MARK WAS STANDARD DISK
 EZ1178'STATION MARK IN CONCRETE.  UNDERGROUND MARK WAS COPPER BOLT IN
 EZ1178'CONCRETE.  REFERENCE MARK WAS STANDARD REFERENCE DISK IN
 EZ1178'CONCRETE, ON LAND OWNED BY F. R. SNIPES, AND 32.231 METERS (105.74
 EZ1178'FEET) FROM STATION.
 EZ1178
 EZ1178                          STATION RECOVERY (1933)
 EZ1178
 EZ1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EZ1178'THE STATION WAS NOT RECOVERED.
 EZ1178
 EZ1178                          STATION RECOVERY (1934)
 EZ1178
 EZ1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EZ1178'AT OSGOOD.
 EZ1178'AT OSGOOD, LEE COUNTY, 1/4 MILE SOUTH OF THE SEABOARD AIR LINE
 EZ1178'RAILWAY STATION, AT THE FIRST CURVE SOUTH OF THE STATION, AT
 EZ1178'THE INTERSECTION OF THE PROLONGATIONS OF THE EAST RAIL OF THE
 EZ1178'SOUTH TANGENT AND THE WEST RAIL OF THE NORTH TANGENT, 50 YARDS
 EZ1178'SOUTH OF A CONCRETE CULVERT, AND 32 FEET EAST OF THE EAST RAIL.
 EZ1178'A STANDARD TRIANGULATION-STATION DISK, STAMPED ALLENBY E 1918
 EZ1178'AND SET IN THE TOP OF A CONCRETE POST.
 EZ1178
 EZ1178                          STATION RECOVERY (1966)
 EZ1178
 EZ1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EZ1178'STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2487 ***********************************************************************
 EB2487  DESIGNATION -  ALLENTON
 EB2487  PID         -  EB2487
 EB2487  STATE/COUNTY-  NC/ROBESON
 EB2487  USGS QUAD   -  SOUTHEAST LUMBERTON (1986)
 EB2487
 EB2487                         *CURRENT SURVEY CONTROL
 EB2487  ___________________________________________________________________
 EB2487* NAD 83(2001)-  34 35 32.42916(N)    078 55 33.18379(W)     ADJUSTED  
 EB2487* NAVD 88     -        40.75   (+/-2cm)     133.7    (feet)  VERTCON   
 EB2487  ___________________________________________________________________
 EB2487  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 EB2487  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EB2487  HORZ ORDER  -  FIRST
 EB2487  VERT ORDER  -  THIRD ? (See Below)
 EB2487
 EB2487.The horizontal coordinates were established by classical geodetic methods
 EB2487.and adjusted by the National Geodetic Survey in August 2005.
 EB2487
 EB2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2487.The vertical order pertains to the NGVD 29 superseded value.
 EB2487
 EB2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2487
 EB2487.The geoid height was determined by GEOID03.
 EB2487
 EB2487;                    North         East     Units Scale Factor Converg.
 EB2487;SPC NC       -    93,445.065   616,400.063   MT  0.99993834   +0 02 34.0
 EB2487;SPC NC       -   306,577.68  2,022,305.87   sFT  0.99993834   +0 02 34.0
 EB2487;UTM  17      - 3,829,791.961   690,215.233   MT  1.00004598   +1 10 40.4
 EB2487
 EB2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2487!SPC NC       -   0.99999897  x   0.99993834  =   0.99993731
 EB2487!UTM  17      -   0.99999897  x   1.00004598  =   1.00004495
 EB2487
 EB2487|---------------------------------------------------------------------|
 EB2487| PID    Reference Object                     Distance      Geod. Az  |
 EB2487|                                                           dddmmss.s |
 EB2487| EB3132 ALLENTON RM 1                        57.920 METERS 05636     |
 EB2487| EB2513 ALLENTON RM 3 AZIMUTH               APPROX. 0.6 KM 1032721.1 |
 EB2487| EB3133 ALLENTON RM 2                        42.807 METERS 10507     |
 EB2487| EB2477 BLADENBORO COTTON MILL TANK         APPROX.12.2 KM 1151437.2 |
 EB2487| EB2476 BLADENBORO COTTON MILL STACK        APPROX.12.5 KM 1152215.1 |
 EB2487| EB3134 ALLENTON RM 4                        15.654 METERS 28528     |
 EB2487|---------------------------------------------------------------------|
 EB2487
 EB2487                          SUPERSEDED SURVEY CONTROL
 EB2487
 EB2487  NAD 83(1986)-  34 35 32.43721(N)    078 55 33.19279(W) AD(       ) 1
 EB2487  NAD 27      -  34 35 31.83650(N)    078 55 34.08230(W) AD(       ) 1
 EB2487  NGVD 29 (07/19/86)   41.06   (m)          134.7    (f) LEVELING    3  
 EB2487
 EB2487.Superseded values are not recommended for survey control.
 EB2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2487.See file dsdata.txt to determine how the superseded data were derived.
 EB2487
 EB2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9021529792(NAD 83)
 EB2487_MARKER: DS = TRIANGULATION STATION DISK
 EB2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2487
 EB2487  HISTORY     - Date     Condition        Report By
 EB2487  HISTORY     - 1933     MONUMENTED       CGS
 EB2487  HISTORY     - 1965     GOOD             NCGS
 EB2487  HISTORY     - 1965     GOOD             CGS
 EB2487  HISTORY     - 1973     GOOD             NCGS
 EB2487  HISTORY     - 19950522 GOOD             USPSQD
 EB2487
 EB2487                          STATION DESCRIPTION
 EB2487
 EB2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EB2487'ABOUT ONE-FOURTH MILE SOUTHEAST OF ALLENTON, ON PROPERTY OF
 EB2487'ALLENTON CONSOLIDATED SCHOOL.  TO REACH FROM LUMBERTON, FOLLOW
 EB2487'ROUTE 211 EAST 3.6 MILES BEYOND JUNCTION WITH ROUTE 74 DIRECT
 EB2487'TO STATION SITE.  STATION IS 139.7 FEET WEST-SOUTHWEST OF
 EB2487'SOUTHWEST CORNER OF SCHOOL (LONG BRICK BUILDING), 45 FEET NORTH
 EB2487'OF CENTER LINE OF ROUTE 211, AND 46.3 FEET NORTHWEST OF CENTER
 EB2487'LINE OF WOODEN CULVERT ACROSS WESTERLY DRIVEWAY INTO SCHOOL
 EB2487'GROUNDS.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 EB2487'STATION MARKS IN CONCRETE.  REFERENCE MARK
 EB2487'NO. 1 IS A STANDARD REFERENCE DISK IN TOP OF FIRST STEP OF
 EB2487'FRONT MAIN ENTRANCE TO SCHOOL BUILDING, ABOUT 4 INCHES FROM
 EB2487'WEST EDGE, AND 190.025 FEET FROM STATION NE 56 DEG 36 MIN E.
 EB2487'REFERENCE MARK NO. 2 IS STANDARD REFERENCE
 EB2487'DISK IN CONCRETE, IN LINE WITH MAIN ENTRANCE
 EB2487'TO SCHOOL, ABOUT 100 FEET SOUTH OF STEPS, ABOUT 35 FEET
 EB2487'NORTH OF CENTER LINE OF ROUTE 211, AND 140.47 FEET FROM STATION.
 EB2487'REFERENCE MARK NO. 3 IS
 EB2487'STANDARD REFERENCE DISK IN CENTER OF TOP OF CONCRETE CULVERT ON
 EB2487'SOUTH SIDE OF HIGHWAY, 17 FEET SOUTH OF CENTER LINE OF
 EB2487'HIGHWAY, 60 PACES EAST OF POINT WHERE DIRT ROAD BRANCHES OFF
 EB2487'TO NORTHEAST, AND APPROXIMATELY 0.4 MILE FROM STATION.
 EB2487
 EB2487                          STATION RECOVERY (1965)
 EB2487
 EB2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF)
 EB2487'ALLENTON GOOD.
 EB2487'
 EB2487'RM 1 NO REF. MARK IN SCHOOL HOUSE STEPS.
 EB2487'
 EB2487'RM 2 NO REF. MARK IN SCHOOL HOUSE STEPS.
 EB2487'
 EB2487'RM 3 AZ. MARK NO REF. MARK IN SCHOOL HOUSE STEPS.
 EB2487
 EB2487                          STATION RECOVERY (1965)
 EB2487
 EB2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 EB2487'STATION MARK, RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  RM 1
 EB2487'IS DESTROYED.  RM 4 WAS ESTABLISHED.
 EB2487'
 EB2487'STATION MARK IS A STANDARD DISK STAMPED ALLENTON 1933,
 EB2487'SET IN A SQUARE CONCRETE MONUMENT THAT IS 3 INCHES
 EB2487'BELOW GROUND, 45 FEET NORTH OF THE CENTER OF HIGHWAY 211 AND
 EB2487'40 FEET WEST OF PAVED DRIVEWAY TO ALLENTON SCHOOL.
 EB2487'
 EB2487'RM 2 AS DESCRIBED, PROJECTING 18 INCHES.
 EB2487'
 EB2487'RM 3 (AZIMUTH MARK) AS DESCRIBED, OPPOSITE A DITCH BETWEEN
 EB2487'TWO CULTIVATED FIELDS.
 EB2487'
 EB2487'RM 4 IS A STANDARD DISK STAMPED ALLENTON NO 4
 EB2487'1933, SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 EB2487'AT DITCH AND HEDGEROW ON THE WEST SIDE OF THE SCHOOLYARD.  IT IS
 EB2487'52 FEET NORTH OF THE CENTER OF HIGHWAY 211, 28 FEET NORTH OF THE
 EB2487'WEST END OF THE DITCH PARALLEL TO THE HIGHWAY, AND 2 FEET
 EB2487'EAST OF A NORTH-SOUTH DITCH.
 EB2487'
 EB2487'TO REACH FROM THE JUNCTION OF 211 AND 74, EAST OF LUMBERTON, GO
 EB2487'EAST ON HIGHWAY 211 FOR 3.6 MILES TO THE ALLENTON SCHOOL AND THE
 EB2487'STATION ON THE LEFT.  CONTINUE EAST ON 211 FOR 0.4 MILE TO THE
 EB2487'MARK ON THE RIGHT.
 EB2487
 EB2487                          STATION RECOVERY (1973)
 EB2487
 EB2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2487'ALLENTON GOOD AS DESCRIBED.
 EB2487'
 EB2487'RM 2 HIT ARROW POINTS 90 DEG OFF (TOWARD SCHOOL).
 EB2487'
 EB2487'RM 3 GOOD AS DESCRIBED.
 EB2487'
 EB2487'RM 4 GOOD AS DESCRIBED.
 EB2487
 EB2487                          STATION RECOVERY (1995)
 EB2487
 EB2487'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB2487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2513 ***********************************************************************
 EB2513  DESIGNATION -  ALLENTON RM 3 AZIMUTH
 EB2513  PID         -  EB2513
 EB2513  STATE/COUNTY-  NC/ROBESON
 EB2513  USGS QUAD   -  SOUTHEAST LUMBERTON (1986)
 EB2513
 EB2513                         *CURRENT SURVEY CONTROL
 EB2513  ___________________________________________________________________
 EB2513* NAD 83(2001)-  34 35 27.65595(N)    078 55 09.06394(W)     ADJUSTED  
 EB2513* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 EB2513  ___________________________________________________________________
 EB2513  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EB2513  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EB2513  HORZ ORDER  -  SECOND
 EB2513
 EB2513.The horizontal coordinates were established by classical geodetic methods
 EB2513.and adjusted by the National Geodetic Survey in August 2005.
 EB2513
 EB2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2513
 EB2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2513
 EB2513.The geoid height was determined by GEOID03.
 EB2513
 EB2513;                    North         East     Units Scale Factor Converg.
 EB2513;SPC NC       -    93,298.469   617,014.789   MT  0.99993860   +0 02 47.9
 EB2513;SPC NC       -   306,096.73  2,024,322.69   sFT  0.99993860   +0 02 47.9
 EB2513;UTM  17      - 3,829,657.556   690,832.810   MT  1.00004888   +1 10 54.0
 EB2513
 EB2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2513!SPC NC       -   0.99999926  x   0.99993860  =   0.99993786
 EB2513!UTM  17      -   0.99999926  x   1.00004888  =   1.00004814
 EB2513
 EB2513:                Primary Azimuth Mark                     Grid Az
 EB2513:SPC NC       -  HAIRR                                    101 16 53.8
 EB2513:UTM  17      -  HAIRR                                    100 08 47.7
 EB2513
 EB2513|---------------------------------------------------------------------|
 EB2513| PID    Reference Object                     Distance      Geod. Az  |
 EB2513|                                                           dddmmss.s |
 EB2513| EB2514 HAIRR                               APPROX. 2.9 KM 1011941.7 |
 EB2513| EB2487 ALLENTON                            APPROX. 0.6 KM 2832734.8 |
 EB2513|---------------------------------------------------------------------|
 EB2513
 EB2513                          SUPERSEDED SURVEY CONTROL
 EB2513
 EB2513  NAD 83(1986)-  34 35 27.66401(N)    078 55 09.07300(W) AD(       ) 2
 EB2513  NAD 27      -  34 35 27.06335(N)    078 55 09.96499(W) AD(       ) 2
 EB2513  NGVD 29 (07/19/86)   39.2    (m)          129.     (f) VERT ANG    3  
 EB2513
 EB2513.Superseded values are not recommended for survey control.
 EB2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2513.See file dsdata.txt to determine how the superseded data were derived.
 EB2513
 EB2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9083329658(NAD 83)
 EB2513_MARKER: DR = REFERENCE MARK DISK
 EB2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2513
 EB2513  HISTORY     - Date     Condition        Report By
 EB2513  HISTORY     - 1933     MONUMENTED       CGS
 EB2513  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 EB2513
 EB2513                          STATION DESCRIPTION
 EB2513
 EB2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JWC)
 EB2513'ALLENTON NO. 3 AZ. MARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EB2513'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2513'
 EB2513'ALLENTON NO. 3 AZ. MARK IS LOCATED APPROXIMATELY 0.4 MILE EAST OF
 EB2513'ALLENTON COMMUNITY, AND 5.2 MILES ESE OF LUMBERTON.  TO REACH
 EB2513'STATION FROM INTERSECTION OF NC 211 WITH SR 1002 AT ALLENTON
 EB2513'CROSSROADS.  PROCEED EAST ALONG NC 211 FOR 0.45 MILES TO STATION
 EB2513'ON THE RIGHT.  0.95 MILES WEST OF SMYRNA BAPTIST CHURCH.  IN THE
 EB2513'CENTER OF SOUTH CONCRETE HEADWALL OF CULVERT OF NORTH-SOUTH
 EB2513'DITCH.
 EB2513'
 EB2513'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK SET IN THE TOP
 EB2513'OF A CONCRETE CYLINDER, STAMPED ALLENTON NO. 3 1933 AZ. MARK, AND IS
 EB2513'8 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2513'
 EB2513'MARK IS
 EB2513'
 EB2513'20.0 FEET SSW OF C/L OF NC 211.
 EB2513'2.1 FEET ESE OF WEST END OF HEADWALL.
 EB2513'56.8 FEET SSW OF PP NO. 10746 W/ALUMINUM REF. TAG.
 EB2513'11.4 FEET NW OF THE WEST END OF CULVET (EAST-WEST) UNDER FIELD
 EB2513'ENTRANCE (SOUTH).
 EB2513
 EB2513                          STATION RECOVERY (1995)
 EB2513
 EB2513'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB2513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3433 ***********************************************************************
 FA3433  DESIGNATION -  ALLEY
 FA3433  PID         -  FA3433
 FA3433  STATE/COUNTY-  NC/BURKE
 FA3433  USGS QUAD   -  VALDESE (1993)
 FA3433
 FA3433                         *CURRENT SURVEY CONTROL
 FA3433  ___________________________________________________________________
 FA3433* NAD 83(2001)-  35 40 41.84647(N)    081 34 04.04259(W)     ADJUSTED  
 FA3433* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 FA3433  ___________________________________________________________________
 FA3433  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FA3433  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 FA3433  HORZ ORDER  -  SECOND
 FA3433
 FA3433.The horizontal coordinates were established by classical geodetic methods
 FA3433.and adjusted by the National Geodetic Survey in August 2005.
 FA3433
 FA3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3433
 FA3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3433
 FA3433.The geoid height was determined by GEOID03.
 FA3433
 FA3433;                    North         East     Units Scale Factor Converg.
 FA3433;SPC NC       -   216,913.748   377,192.283   MT  0.99990022   -1 28 55.4
 FA3433;SPC NC       -   711,657.85  1,237,505.02   sFT  0.99990022   -1 28 55.4
 FA3433;UTM  17      - 3,948,415.632   448,619.168   MT  0.99963253   -0 19 52.2
 FA3433
 FA3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3433!SPC NC       -   0.99995286  x   0.99990022  =   0.99985309
 FA3433!UTM  17      -   0.99995286  x   0.99963253  =   0.99958541
 FA3433
 FA3433:                Primary Azimuth Mark                     Grid Az
 FA3433:SPC NC       -  GUY                                      279 33 54.3
 FA3433:UTM  17      -  GUY                                      278 24 51.1
 FA3433
 FA3433|---------------------------------------------------------------------|
 FA3433| PID    Reference Object                     Distance      Geod. Az  |
 FA3433|                                                           dddmmss.s |
 FA3433| FA3434 GUY                                 APPROX. 0.6 KM 2780458.9 |
 FA3433|---------------------------------------------------------------------|
 FA3433
 FA3433                          SUPERSEDED SURVEY CONTROL
 FA3433
 FA3433  NAD 83(1995)-  35 40 41.84994(N)    081 34 04.04239(W) AD(       ) 2
 FA3433  NAD 83(1986)-  35 40 41.85501(N)    081 34 04.04064(W) AD(       ) 2
 FA3433  NAD 27      -  35 40 41.38094(N)    081 34 04.70599(W) AD(       ) 2
 FA3433  NGVD 29 (07/19/86)  332.6    (m)         1091.     (f) VERT ANG    3  
 FA3433
 FA3433.Superseded values are not recommended for survey control.
 FA3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3433.See file dsdata.txt to determine how the superseded data were derived.
 FA3433
 FA3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4861948416(NAD 83)
 FA3433_MARKER: DE = TRAVERSE STATION DISK
 FA3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3433_STAMPING: ALLEY 1975
 FA3433_MARK LOGO: NCGS  
 FA3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3433+STABILITY: SURFACE MOTION
 FA3433
 FA3433  HISTORY     - Date     Condition        Report By
 FA3433  HISTORY     - 1975     MONUMENTED       NCGS
 FA3433
 FA3433                          STATION DESCRIPTION
 FA3433
 FA3433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3433'ALLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3433'THE VICINITY OF VALDESE, NORTH CAROLINA.
 FA3433'
 FA3433'ALLEY IS LOCATED APPROXIMATELY 4.5 MILES SOUTH OF VALDESE AND 8.1
 FA3433'MILES ESE OF MORGANTON.  TO REACH STATION FROM THE NC 18 UNDERPASS OF
 FA3433'I-40, PROCEED SOUTHEAST ALONG NC 18 FOR 5.95 MILES TO STATION ON
 FA3433'RIGHT, AND 0.2 MILE WEST OF NC 18 BRIDGE OVER ALLEY CREEK.
 FA3433'
 FA3433'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLEY
 FA3433'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 FA3433'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3433'
 FA3433'MARK IS 23.3 FT S OF C/L OF NC 18
 FA3433'
 FA3433'APPROX 300.0 FT W OF C/L OF DRIVE
 FA3433'
 FA3433'31.5 FT W OF PP
 FA3433'
 FA3433'42.0 FT E OR 4X4 SIGN POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3174 ***********************************************************************
 FB3174  DESIGNATION -  ALLEY
 FB3174  PID         -  FB3174
 FB3174  STATE/COUNTY-  NC/BUNCOMBE
 FB3174  USGS QUAD   -  ASHEVILLE (1991)
 FB3174
 FB3174                         *CURRENT SURVEY CONTROL
 FB3174  ___________________________________________________________________
 FB3174* NAD 83(2001)-  35 35 44.34219(N)    082 33 18.94336(W)     ADJUSTED  
 FB3174* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 FB3174  ___________________________________________________________________
 FB3174  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FB3174  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB3174  HORZ ORDER  -  SECOND
 FB3174
 FB3174.The horizontal coordinates were established by classical geodetic methods
 FB3174.and adjusted by the National Geodetic Survey in August 2005.
 FB3174
 FB3174.The orthometric height was scaled from a topographic map.
 FB3174
 FB3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3174
 FB3174.The geoid height was determined by GEOID03.
 FB3174
 FB3174;                    North         East     Units Scale Factor Converg.
 FB3174;SPC NC       -   210,507.713   287,521.434   MT  0.99989055   -2 03 07.2
 FB3174;SPC NC       -   690,640.72    943,309.90   sFT  0.99989055   -2 03 07.2
 FB3174;UTM  17      - 3,940,214.878   359,110.249   MT  0.99984461   -0 54 19.5
 FB3174
 FB3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3174!SPC NC       -   0.99989876  x   0.99989055  =   0.99978932
 FB3174!UTM  17      -   0.99989876  x   0.99984461  =   0.99974338
 FB3174
 FB3174|---------------------------------------------------------------------|
 FB3174| PID    Reference Object                     Distance      Geod. Az  |
 FB3174|                                                           dddmmss.s |
 FB3174| FB3176 ASHEVILLE                            67.800 METERS 18358     |
 FB3174| FB3175 ASHEVILLE A                          58.741 METERS 24507     |
 FB3174| FB3449 ALLEY AZ MK                                        2582113.4 |
 FB3174|---------------------------------------------------------------------|
 FB3174
 FB3174                          SUPERSEDED SURVEY CONTROL
 FB3174
 FB3174  NAD 83(1995)-  35 35 44.34361(N)    082 33 18.94473(W) AD(       ) 2
 FB3174  NAD 83(1986)-  35 35 44.34969(N)    082 33 18.94290(W) AD(       ) 2
 FB3174  NAD 27      -  35 35 43.95200(N)    082 33 19.48000(W) AD(       ) 2
 FB3174
 FB3174.Superseded values are not recommended for survey control.
 FB3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3174.See file dsdata.txt to determine how the superseded data were derived.
 FB3174
 FB3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5911040215(NAD 83)
 FB3174_MARKER: DS = TRIANGULATION STATION DISK
 FB3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3174
 FB3174  HISTORY     - Date     Condition        Report By
 FB3174  HISTORY     - 1933     MONUMENTED       CGS
 FB3174
 FB3174                          STATION DESCRIPTION
 FB3174
 FB3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FB3174'STATION IS IN ASHEVILLE, ON SOUTHWEST CORNER AT INTERSECTION OF
 FB3174'ALLEYS BEHIND SEARS ROEBUCK AND BON MARCHE STORES, DIRECTLY
 FB3174'NORTH ACROSS STREET FROM FLAT IRON BUILDING, AND AT NORTHEAST CORNER
 FB3174'OF PARKING LOT. SURFACE AND UNDERGROUND MARKS ARE
 FB3174'STANDARD DISK STATION MARKS IN CONCRETE.  BEARING
 FB3174'FROM STATION OF MOST SOUTHERLY ORNAMENTAL CROSS ON EAST
 FB3174'FACE OF HIGHEST PART OF ARCADE BUILDING IS N 17 DEG 12 MIN E.
 FB3174'STATION ASHEVILLE (SEE DESCRIPTION THEREOF) IS 67.800
 FB3174'METERS (222.44 FEET) FROM STATION S 3 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1380 ***********************************************************************
 FZ1380  DESIGNATION -  ALLEY
 FZ1380  PID         -  FZ1380
 FZ1380  STATE/COUNTY-  NC/STOKES
 FZ1380  USGS QUAD   -  WALNUT COVE (1986)
 FZ1380
 FZ1380                         *CURRENT SURVEY CONTROL
 FZ1380  ___________________________________________________________________
 FZ1380* NAD 83(2001)-  36 21 08.74475(N)    080 12 28.72927(W)     ADJUSTED  
 FZ1380* NAVD 88     -       323.0    (meters)    1060.     (feet)  VERTCON   
 FZ1380  ___________________________________________________________________
 FZ1380  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 FZ1380  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 FZ1380  HORZ ORDER  -  SECOND
 FZ1380
 FZ1380.The horizontal coordinates were established by classical geodetic methods
 FZ1380.and adjusted by the National Geodetic Survey in August 2005.
 FZ1380
 FZ1380.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1380
 FZ1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1380
 FZ1380.The geoid height was determined by GEOID03.
 FZ1380
 FZ1380;                    North         East     Units Scale Factor Converg.
 FZ1380;SPC NC       -   289,366.960   501,168.407   MT  1.00005714   -0 41 50.0
 FZ1380;SPC NC       -   949,364.77  1,644,250.02   sFT  1.00005714   -0 41 50.0
 FZ1380;UTM  17      - 4,023,330.299   571,064.566   MT  0.99966222   +0 28 10.2
 FZ1380
 FZ1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1380!SPC NC       -   0.99995452  x   1.00005714  =   1.00001166
 FZ1380!UTM  17      -   0.99995452  x   0.99966222  =   0.99961676
 FZ1380
 FZ1380:                Primary Azimuth Mark                     Grid Az
 FZ1380:SPC NC       -  MABE                                     167 52 58.9
 FZ1380:UTM  17      -  MABE                                     166 42 58.7
 FZ1380
 FZ1380|---------------------------------------------------------------------|
 FZ1380| PID    Reference Object                     Distance      Geod. Az  |
 FZ1380|                                                           dddmmss.s |
 FZ1380| FZ1382 MABE                                APPROX. 1.5 KM 1671108.9 |
 FZ1380| FZ1369 SOUTH STOKES MICROWAVE TOWER        APPROX. 1.9 KM 2194641.2 |
 FZ1380|---------------------------------------------------------------------|
 FZ1380
 FZ1380                          SUPERSEDED SURVEY CONTROL
 FZ1380
 FZ1380  NAD 83(1993)-  36 21 08.75448(N)    080 12 28.73683(W) AD(       ) 2
 FZ1380  NAD 83(1986)-  36 21 08.75593(N)    080 12 28.73592(W) AD(       ) 2
 FZ1380  NAD 27      -  36 21 08.24734(N)    080 12 29.56238(W) AD(       ) 2
 FZ1380  NGVD 29 (07/19/86)  323.2    (m)         1060.     (f) VERT ANG    3  
 FZ1380
 FZ1380.Superseded values are not recommended for survey control.
 FZ1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1380.See file dsdata.txt to determine how the superseded data were derived.
 FZ1380
 FZ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7106523330(NAD 83)
 FZ1380_MARKER: DE = TRAVERSE STATION DISK
 FZ1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1380_MARK LOGO: NCGS  
 FZ1380_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1380+STABILITY: SURFACE MOTION
 FZ1380
 FZ1380  HISTORY     - Date     Condition        Report By
 FZ1380  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1380  HISTORY     - 19870306 MARK NOT FOUND   NCGS
 FZ1380
 FZ1380                          STATION DESCRIPTION
 FZ1380
 FZ1380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1380'ALLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1380'THE VICINITY OF DANBURY, NORTH CAROLINA.
 FZ1380'
 FZ1380'ALLEY IS LOCATED APPROXIMATELY 03.8 MILES SOUTH OF DANBURY AND
 FZ1380'05.4 MILES NW OF WALNUT COVE.  TO REACH STATION FROM THE SOUTH
 FZ1380'STOKES VOLUNTEER FIRE DEPARTMENT AT THE INTERSECTION OF SR 1973
 FZ1380'(FLAT SHOALS ROAD) WITH NC 8, PROCEED NORTHERLY ALONG NC 8 FOR
 FZ1380'0.35 MILES TO THE INTERSECTION WITH SR 1985 (WALL ROAD), THENCE
 FZ1380'EAST ALONG SR 1985 FOR 0.50 MILES TO A LARGE 1-1/2 STORY WHITE
 FZ1380'HOUSE ON LEFT, AND STATION APPROXIMATELY 300 FEET NW OF HOUSE IN
 FZ1380'GRASSY AREA JUST SOUTH OF A LARGE LOG BARN AND A SMALL LOG
 FZ1380'BUILDING.
 FZ1380'
 FZ1380'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLEY
 FZ1380'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1380'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1380'
 FZ1380'MARK IS
 FZ1380'12.4 FEET ESE OF SE CORNER OF A SMALL LOG BUILDING.
 FZ1380'82.0 FEET SSE OF 8 INCH WILD CHERRY W/ALUMINUM REF. TAG.
 FZ1380'95.5 FEET SSW OF 5 INCH PINE W/ALUMINUM REF. TAG.
 FZ1380'164.8 FEET N OF TP NO. 7 W/ALUMINUM REF. TAG.
 FZ1380
 FZ1380                          STATION RECOVERY (1987)
 FZ1380
 FZ1380'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FZ1380'MARK WAS SEARCHED FOR BUT NOT FOUND--REFERENCES ARE INADEQUATE.  SITE
 FZ1380'HAS NOT BEEN DISTURBED AND MARK MAY STILL BE INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6006 ***********************************************************************
 AE6006  DESIGNATION -  ALLIANCE
 AE6006  PID         -  AE6006
 AE6006  STATE/COUNTY-  NC/PAMLICO
 AE6006  USGS QUAD   -  BAYBORO (1983)
 AE6006
 AE6006                         *CURRENT SURVEY CONTROL
 AE6006  ___________________________________________________________________
 AE6006* NAD 83(2001)-  35 08 42.77667(N)    076 48 19.18369(W)     ADJUSTED  
 AE6006* NAVD 88     -         2.842  (meters)       9.32   (feet)  ADJUSTED  
 AE6006  ___________________________________________________________________
 AE6006  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AE6006  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6006  DYNAMIC HT  -           2.840 (meters)       9.32  (feet)  COMP
 AE6006  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 AE6006
 AE6006  HORZ ORDER  -  SECOND
 AE6006  VERT ORDER  -  SECOND    CLASS II
 AE6006
 AE6006.The horizontal coordinates were established by classical geodetic methods
 AE6006.and adjusted by the National Geodetic Survey in August 2005.
 AE6006
 AE6006.The orthometric height was determined by differential leveling
 AE6006.and adjusted in June 1998.
 AE6006
 AE6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6006
 AE6006.The geoid height was determined by GEOID03.
 AE6006
 AE6006.The dynamic height is computed by dividing the NAVD 88
 AE6006.geopotential number by the normal gravity value computed on the
 AE6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6006.degrees latitude (g = 980.6199 gals.).
 AE6006
 AE6006.The modeled gravity was interpolated from observed gravity values.
 AE6006
 AE6006;                    North         East     Units Scale Factor Converg.
 AE6006;SPC NC       -   156,981.538   809,552.716   MT  0.99987431   +1 16 00.1
 AE6006;SPC NC       -   515,030.26  2,656,007.54   sFT  0.99987431   +1 16 00.1
 AE6006;UTM  18      - 3,890,638.894   335,543.075   MT  0.99993333   -1 02 22.1
 AE6006
 AE6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6006!SPC NC       -   1.00000542  x   0.99987431  =   0.99987973
 AE6006!UTM  18      -   1.00000542  x   0.99993333  =   0.99993875
 AE6006
 AE6006                          SUPERSEDED SURVEY CONTROL
 AE6006
 AE6006  NAD 83(1986)-  35 08 42.78708(N)    076 48 19.19365(W) AD(       ) 2
 AE6006  NGVD 29 (04/29/98)    3.17   (m)           10.4    (f) LEVELING    3  
 AE6006
 AE6006.Superseded values are not recommended for survey control.
 AE6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6006.See file dsdata.txt to determine how the superseded data were derived.
 AE6006
 AE6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3554390639(NAD 83)
 AE6006_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6006_STAMPING: ALLIANCE 1984
 AE6006_MARK LOGO: NCGS  
 AE6006_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6006+STABILITY: SURFACE MOTION
 AE6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6006+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 AE6006
 AE6006  HISTORY     - Date     Condition        Report By
 AE6006  HISTORY     - 1984     MONUMENTED       NCGS
 AE6006  HISTORY     - 20050207 GOOD             USPSQD
 AE6006
 AE6006                          STATION DESCRIPTION
 AE6006
 AE6006'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6006'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF GRANTSBORO. ALONG NC
 AE6006'55 FOR 3.2 KM (2.00 MI) WEST OF THE PAMLICO COUNTY COURT HOUSE IN
 AE6006'BAYBORO, OR 3.5 KM (2.15 MI) EAST FROM NC 306 IN GRANTSBORO, IN THE
 AE6006'NORTHWEST QUADRANT OF THE SR 1203 INTERSECTION. MARK IS RECESSED 2
 AE6006'INCHES BELOW GROUND AND IS 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY.
 AE6006'LOCATED 13.75 M (45.11 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AE6006'31.95 M (104.82 FT) WEST-NORTHWEST OF THE CENTERLINE OF SR 1203, 24.63
 AE6006'M (80.81 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 4.12 M
 AE6006'(13.52 FT) SOUTH-SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 5.18
 AE6006'M (16.99 FT) EAST OF THE CENTER OF A DIRT DRIVEWAY, 18.78 M (61.61 FT)
 AE6006'WEST OF THE NORTH END OF A HIGHWAY CULVERT, AND 12.50 M (41.01 FT)
 AE6006'SOUTH OF A 36-INCH PINE.
 AE6006
 AE6006                          STATION RECOVERY (2005)
 AE6006
 AE6006'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGM)
 AE6006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0174 ***********************************************************************
 EZ0174  DESIGNATION -  ALLIED
 EZ0174  PID         -  EZ0174
 EZ0174  STATE/COUNTY-  NC/WAYNE
 EZ0174  USGS QUAD   -  SOUTHWEST GOLDSBORO (1988)
 EZ0174
 EZ0174                         *CURRENT SURVEY CONTROL
 EZ0174  ___________________________________________________________________
 EZ0174* NAD 83(2001)-  35 21 25.15806(N)    078 00 40.53151(W)     ADJUSTED  
 EZ0174* NAVD 88     -        21.208  (meters)      69.58   (feet)  ADJUSTED  
 EZ0174  ___________________________________________________________________
 EZ0174  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EZ0174  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EZ0174  DYNAMIC HT  -          21.190 (meters)      69.52  (feet)  COMP
 EZ0174  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 EZ0174
 EZ0174  HORZ ORDER  -  SECOND
 EZ0174  VERT ORDER  -  SECOND    CLASS 0
 EZ0174
 EZ0174.The horizontal coordinates were established by classical geodetic methods
 EZ0174.and adjusted by the National Geodetic Survey in August 2005.
 EZ0174
 EZ0174.The orthometric height was determined by differential leveling
 EZ0174.and adjusted in June 1991.
 EZ0174
 EZ0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0174
 EZ0174.The geoid height was determined by GEOID03.
 EZ0174
 EZ0174.The dynamic height is computed by dividing the NAVD 88
 EZ0174.geopotential number by the normal gravity value computed on the
 EZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0174.degrees latitude (g = 980.6199 gals.).
 EZ0174
 EZ0174.The modeled gravity was interpolated from observed gravity values.
 EZ0174
 EZ0174;                    North         East     Units Scale Factor Converg.
 EZ0174;SPC NC       -   178,710.828   699,455.052   MT  0.99987427   +0 34 14.4
 EZ0174;SPC NC       -   586,320.44  2,294,795.45   sFT  0.99987427   +0 34 14.4
 EZ0174;UTM  17      - 3,916,733.919   771,578.817   MT  1.00050903   +1 43 50.0
 EZ0174;UTM  18      - 3,916,795.990   226,374.454   MT  1.00052279   -1 44 37.0
 EZ0174
 EZ0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0174!SPC NC       -   1.00000217  x   0.99987427  =   0.99987644
 EZ0174!UTM  17      -   1.00000217  x   1.00050903  =   1.00051120
 EZ0174!UTM  18      -   1.00000217  x   1.00052279  =   1.00052496
 EZ0174
 EZ0174:                Primary Azimuth Mark                     Grid Az
 EZ0174:SPC NC       -  JONES                                    208 33 12.0
 EZ0174:UTM  17      -  JONES                                    207 23 36.4
 EZ0174:UTM  18      -  JONES                                    210 52 03.4
 EZ0174
 EZ0174|---------------------------------------------------------------------|
 EZ0174| PID    Reference Object                     Distance      Geod. Az  |
 EZ0174|                                                           dddmmss.s |
 EZ0174| EZ0173 JONES                               APPROX. 0.6 KM 2090726.4 |
 EZ0174|---------------------------------------------------------------------|
 EZ0174
 EZ0174                          SUPERSEDED SURVEY CONTROL
 EZ0174
 EZ0174  NAD 83(1986)-  35 21 25.16720(N)    078 00 40.53892(W) AD(       ) 2
 EZ0174  NAD 27      -  35 21 24.58139(N)    078 00 41.57689(W) AD(       ) 2
 EZ0174  NGVD 29 (??/??/92)   21.523  (m)           70.61   (f) ADJ UNCH    2 0
 EZ0174
 EZ0174.Superseded values are not recommended for survey control.
 EZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0174.See file dsdata.txt to determine how the superseded data were derived.
 EZ0174
 EZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7157916734(NAD 83)
 EZ0174_MARKER: DE = TRAVERSE STATION DISK
 EZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0174_STAMPING: ALLIED 1965
 EZ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0174
 EZ0174  HISTORY     - Date     Condition        Report By
 EZ0174  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0174  HISTORY     - 1970     GOOD             NCGS
 EZ0174  HISTORY     - 1976     GOOD             NCGS
 EZ0174  HISTORY     - 19930214 GOOD             USPSQD
 EZ0174
 EZ0174                          STATION DESCRIPTION
 EZ0174
 EZ0174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0174'ALLIED IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0174'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EZ0174'
 EZ0174'ALLIED IS 2.2 MILES SSW OF GOLDSBORO.  LOCATED 1.1 MILES NE
 EZ0174'ALONG U.S. 117 ON N BOUND LANE FROM BRIDGE OVER NEUSE RIVER.  0.4
 EZ0174'MILES N OF SR 1915.  0.5 MILES S OF Y INTERSECTION OF U.S. 117
 EZ0174'BYPASS AND U.S. 117 BUS.  ON E SIDE OF N BOUND LANE OF U.S. 117.
 EZ0174'AT W END OF LARGE BILLBOARD AND S SIDE OF GRAVEL ROAD.
 EZ0174'
 EZ0174'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0174'ALLIED 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0174'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0174'
 EZ0174'MARK IS
 EZ0174'
 EZ0174'50.0 FT E OF C/L OF N BOUND LANE OF U.S. 117
 EZ0174'
 EZ0174'18.5 FT S OF C/L OF GRAVEL ROAD TO ALLIED CHEMICAL PLANT
 EZ0174'
 EZ0174'5.8 FT SW OF 6 INCH CONCRETE POST
 EZ0174'
 EZ0174'24.7 FT NW OF ALUMINUM REF. TAG ON TP
 EZ0174'
 EZ0174'7.8 FT NW OF ALUMINUM REF. TAG ON W LEG OF SIGN
 EZ0174'
 EZ0174'45.6 FT E OF ALUMINUM REF. TAG ON TP
 EZ0174'
 EZ0174'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0174
 EZ0174                          STATION RECOVERY (1970)
 EZ0174
 EZ0174'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970
 EZ0174'2.1 MI SW FROM GOLDSBORO.
 EZ0174'STATION IS ABOUT 1.2 MILES N ALONG U.S. 13 AND 117 FROM BRIDGE
 EZ0174'OVER MAIN STREAM OF NEUSE RIVER, 0.5 MILE S OF U.S. 117 BUS. AND
 EZ0174'BYPASS FORKS OF U.S. 13 AND U.S. 117, 50 FT E OF C/L OF N BOUND
 EZ0174'LANE, 5.8 FT SW OF 6 INCHES CONCRETE POST, 25 FT NW OF ALUM. REF.
 EZ0174'TAG ON TP AND 78 FT NW OF ALUM REF. TAG ON W LEG OF SIGN.  NCGS
 EZ0174'TRAVERSE DISK STAMPED ALLIED 1965.
 EZ0174
 EZ0174                          STATION RECOVERY (1976)
 EZ0174
 EZ0174'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ0174'GOOD CONDITION.  RECOVERED AS DESCRIBED IN RECOVERY NOTE, BENCH
 EZ0174'MARK 1976.
 EZ0174
 EZ0174                          STATION RECOVERY (1993)
 EZ0174
 EZ0174'RECOVERY NOTE BY US POWER SQUADRON 1993 (IMS)
 EZ0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0664 ***********************************************************************
 EX0664  DESIGNATION -  ALLIGATOR
 EX0664  PID         -  EX0664
 EX0664  STATE/COUNTY-  NC/DARE
 EX0664  USGS QUAD   -  EAST LAKE (1975)
 EX0664
 EX0664                         *CURRENT SURVEY CONTROL
 EX0664  ___________________________________________________________________
 EX0664* NAD 83(2001)-  35 57 34.51417(N)    075 56 52.95305(W)     ADJUSTED  
 EX0664* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0664  ___________________________________________________________________
 EX0664  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 EX0664  GEOID HEIGHT-         -38.83  (meters)                     GEOID03
 EX0664  HORZ ORDER  -  THIRD
 EX0664
 EX0664.The horizontal coordinates were established by classical geodetic methods
 EX0664.and adjusted by the National Geodetic Survey in August 2005.
 EX0664
 EX0664.The orthometric height was scaled from a topographic map.
 EX0664
 EX0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0664
 EX0664.The geoid height was determined by GEOID03.
 EX0664
 EX0664;                    North         East     Units Scale Factor Converg.
 EX0664;SPC NC       -   249,348.385   884,859.822   MT  0.99994878   +1 45 41.4
 EX0664;SPC NC       -   818,070.49  2,903,077.60   sFT  0.99994878   +1 45 41.4
 EX0664;UTM  18      - 3,979,881.450   414,510.387   MT  0.99969005   -0 33 24.3
 EX0664
 EX0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0664!SPC NC       -   1.00000599  x   0.99994878  =   0.99995477
 EX0664!UTM  18      -   1.00000599  x   0.99969005  =   0.99969603
 EX0664
 EX0664|---------------------------------------------------------------------|
 EX0664| PID    Reference Object                     Distance      Geod. Az  |
 EX0664|                                                           dddmmss.s |
 EX0664| EX0702 ALLIGATOR RM 1                                     08519     |
 EX0664| EX0703 ALLIGATOR RM 2                                     12739     |
 EX0664| EY3194 LITTLE ALLIGATOR RIVER HOUSE        APPROX. 7.5 KM 2534620.8 |
 EX0664| EY3196 LONG SHOAL POINT                    APPROX. 6.0 KM 2672716.0 |
 EX0664|---------------------------------------------------------------------|
 EX0664
 EX0664                          SUPERSEDED SURVEY CONTROL
 EX0664
 EX0664  NAD 83(1986)-  35 57 34.52996(N)    075 56 52.96428(W) AD(       ) 3
 EX0664  NAD 27      -  35 57 33.95900(N)    075 56 54.27400(W) AD(       ) 3
 EX0664
 EX0664.Superseded values are not recommended for survey control.
 EX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0664.See file dsdata.txt to determine how the superseded data were derived.
 EX0664
 EX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1451079881(NAD 83)
 EX0664
 EX0664  HISTORY     - Date     Condition        Report By
 EX0664  HISTORY     - 1914     MONUMENTED       CGS
 EX0664  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EX0664
 EX0664                          STATION DESCRIPTION
 EX0664
 EX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EX0664'ON SOUTH SIDE OF ALBEMARLE SOUND AT THE MOUTH OF ALLIGATOR RIVER,
 EX0664'ON EXTREME WESTERN POINT OF DURANT ISLAND, ON HIGHEST PART OF
 EX0664'SAND POINT WHICH IS COVERED WITH GRASS, 75 YARDS NORTH-NORTHWEST
 EX0664'OF THE WOODS AND 6 YARDS EAST OF HIGH-WATER MARK.  IN 1933 STATION
 EX0664'WAS REPORTED DESTROYED AND NEW STATION GATOR ESTABLISHED.
 EX0664'BEARING FROM STATION TO GATOR IS
 EX0664'S 67 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2009 ***********************************************************************
 EA2009  DESIGNATION -  ALLIGATOR 2
 EA2009  PID         -  EA2009
 EA2009  STATE/COUNTY-  NC/PAMLICO
 EA2009  USGS QUAD   -  CHERRY POINT (1994)
 EA2009
 EA2009                         *CURRENT SURVEY CONTROL
 EA2009  ___________________________________________________________________
 EA2009* NAD 83(2001)-  34 58 15.52437(N)    076 49 10.95118(W)     ADJUSTED  
 EA2009* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2009  ___________________________________________________________________
 EA2009  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EA2009  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA2009  HORZ ORDER  -  THIRD
 EA2009
 EA2009.The horizontal coordinates were established by classical geodetic methods
 EA2009.and adjusted by the National Geodetic Survey in August 2005.
 EA2009
 EA2009.The orthometric height was scaled from a topographic map.
 EA2009
 EA2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2009
 EA2009.The geoid height was determined by GEOID03.
 EA2009
 EA2009;                    North         East     Units Scale Factor Converg.
 EA2009;SPC NC       -   137,629.566   808,667.277   MT  0.99988453   +1 15 30.2
 EA2009;SPC NC       -   451,539.67  2,653,102.56   sFT  0.99988453   +1 15 30.2
 EA2009;UTM  18      - 3,871,337.038   333,880.308   MT  0.99994012   -1 02 35.6
 EA2009
 EA2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2009!SPC NC       -   1.00000593  x   0.99988453  =   0.99989046
 EA2009!UTM  18      -   1.00000593  x   0.99994012  =   0.99994605
 EA2009
 EA2009:                Primary Azimuth Mark                     Grid Az
 EA2009:SPC NC       -  WILKINSONS POINT 2                       111 29 42.4
 EA2009:UTM  18      -  WILKINSONS POINT 2                       113 47 48.2
 EA2009
 EA2009|---------------------------------------------------------------------|
 EA2009| PID    Reference Object                     Distance      Geod. Az  |
 EA2009|                                                           dddmmss.s |
 EA2009| EA2035 WILKINSONS POINT 2                  APPROX. 1.6 KM 1124512.6 |
 EA2009| EA2040 WILKINSONS POINT SHOAL LIGHT        APPROX. 2.1 KM 1224258.2 |
 EA2009|---------------------------------------------------------------------|
 EA2009
 EA2009                          SUPERSEDED SURVEY CONTROL
 EA2009
 EA2009  NAD 83(1986)-  34 58 15.53501(N)    076 49 10.96045(W) AD(       ) 3
 EA2009  NAD 27      -  34 58 14.95800(N)    076 49 12.19200(W) AD(       ) 3
 EA2009
 EA2009.Superseded values are not recommended for survey control.
 EA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2009.See file dsdata.txt to determine how the superseded data were derived.
 EA2009
 EA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3388071337(NAD 83)
 EA2009_MARKER: I = METAL ROD
 EA2009_SETTING: 0 = UNSPECIFIED SETTING
 EA2009_MARK LOGO: CGS   
 EA2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2009
 EA2009  HISTORY     - Date     Condition        Report By
 EA2009  HISTORY     - 1911     MONUMENTED       CGS
 EA2009  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2009
 EA2009                          STATION DESCRIPTION
 EA2009
 EA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (HPR)
 EA2009'STATION IS ON THE N SIDE OF THE NEUSE RIVER, ABOUT 1 MILE NW
 EA2009'FROM WILKINSONS POINT, ON A LITTLE SAND SPIT AT THE MOUTH OF A
 EA2009'SMALL BROOK WHICH RUNS FROM ALLIGATOR SWAMP TO THE NEUSE RIVER,
 EA2009'ON GROUND WHICH IS COVERED AT HIGH STAGES OF THE TIDE.
 EA2009'
 EA2009'THE STATION IS MARKED BY A 2-INCH GALVANIZED-IRON PIPE.
 EA2009'
 EA2009'THE WITNESS MARKS ARE 60-PENNY WIRE NAILS IN THE CENTERS OF
 EA2009'8-INCH SQUARE BLAZES ON TREES ABOUT 3 FEET FROM THE
 EA2009'GROUND.  WITNESS MARK NO.1 IS ON A 14-INCH PINE, (68.068
 EA2009'METERS) 223.32 FEET N BY E FROM THE STATION.  WITNESS MARK NO.2
 EA2009'IS ON AN 8-INCH CEDAR, ONE OF A CLUSTER OF FIVE, (57.516
 EA2009'METERS) 188.70 FEET NE BY E FROM THE STATION.  THE WITNESS
 EA2009'MARKS ARE (42.1 METERS) 138 FEET APART AND THE BROOK IS ABOUT
 EA2009'MIDWAY BETWEEN THEM.
 EA2009
 EA2009                          STATION RECOVERY (1933)
 EA2009
 EA2009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EA2009'THE SHORE HAS ERODED ABOUT 80 FEET AT THIS POINT, AND THE
 EA2009'STATION WOULD BE IN ABOUT 4 FEET OF WATER.  WHAT WAS THOUGHT TO
 EA2009'HAVE BEEN THE WITNESS MARK NO.1, (THE 14-INCH PINE) WAS FOUND
 EA2009'CUT ABOUT 2 FEET FROM THE GROUND.  WHAT WAS THOUGHT TO HAVE
 EA2009'BEEN WITNESS MARK NO.2, ONE OF FIVE CEDARS, WAS ALSO CUT OFF AT
 EA2009'THE GROUND.  NO NAILS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2510 ***********************************************************************
 FA2510  DESIGNATION -  ALLISON
 FA2510  PID         -  FA2510
 FA2510  STATE/COUNTY-  NC/MECKLENBURG
 FA2510  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2510
 FA2510                         *CURRENT SURVEY CONTROL
 FA2510  ___________________________________________________________________
 FA2510* NAD 83(2001)-  35 10 07.01358(N)    080 55 29.82319(W)     ADJUSTED  
 FA2510* NAVD 88     -       207.2    (meters)     680.     (feet)  VERTCON   
 FA2510  ___________________________________________________________________
 FA2510  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FA2510  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA2510  HORZ ORDER  -  SECOND
 FA2510
 FA2510.The horizontal coordinates were established by classical geodetic methods
 FA2510.and adjusted by the National Geodetic Survey in August 2005.
 FA2510
 FA2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2510
 FA2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2510
 FA2510.The geoid height was determined by GEOID03.
 FA2510
 FA2510;                    North         East     Units Scale Factor Converg.
 FA2510;SPC NC       -   159,066.809   434,270.361   MT  0.99987364   -1 06 39.7
 FA2510;SPC NC       -   521,871.69  1,424,768.68   sFT  0.99987364   -1 06 39.7
 FA2510;UTM  17      - 3,891,744.652   506,834.278   MT  0.99960058   +0 02 35.6
 FA2510
 FA2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2510!SPC NC       -   0.99997226  x   0.99987364  =   0.99984590
 FA2510!UTM  17      -   0.99997226  x   0.99960058  =   0.99957285
 FA2510
 FA2510:                Primary Azimuth Mark                     Grid Az
 FA2510:SPC NC       -  HARVEY                                   165 48 42.6
 FA2510:UTM  17      -  HARVEY                                   164 39 27.3
 FA2510
 FA2510|---------------------------------------------------------------------|
 FA2510| PID    Reference Object                     Distance      Geod. Az  |
 FA2510|                                                           dddmmss.s |
 FA2510| FA2532 HARVEY                              APPROX. 0.6 KM 1644202.9 |
 FA2510| FA2515 BEAM                                APPROX. 1.8 KM 3404920.2 |
 FA2510|---------------------------------------------------------------------|
 FA2510
 FA2510                          SUPERSEDED SURVEY CONTROL
 FA2510
 FA2510  NAD 83(1986)-  35 10 07.02987(N)    080 55 29.83494(W) AD(       ) 2
 FA2510  NAD 27      -  35 10 06.50968(N)    080 55 30.57770(W) AD(       ) 2
 FA2510  NGVD 29 (07/19/86)  207.4    (m)          680.     (f) VERT ANG    3  
 FA2510
 FA2510.Superseded values are not recommended for survey control.
 FA2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2510.See file dsdata.txt to determine how the superseded data were derived.
 FA2510
 FA2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0683491745(NAD 83)
 FA2510_MARKER: DE = TRAVERSE STATION DISK
 FA2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2510_STAMPING: ALLISON 1968
 FA2510_MARK LOGO: NCGS  
 FA2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2510+STABILITY: SURFACE MOTION
 FA2510
 FA2510  HISTORY     - Date     Condition        Report By
 FA2510  HISTORY     - 1968     MONUMENTED       NCGS
 FA2510  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 FA2510  HISTORY     - 1984     GOOD             LOCENG
 FA2510  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA2510  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 FA2510
 FA2510                          STATION DESCRIPTION
 FA2510
 FA2510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2510'ALLISON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2510'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2510'
 FA2510'ALLISON IS LOCATED APPROXIMATELY 6.1 MILES SOUTHWEST OF
 FA2510'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2510'SR 1156 (BEAM RD.) WITH SR 1155 (SHOPTON RD.), GO NORTHWEST
 FA2510'ON BEAM RD. FOR 0.6 MILE TO STATION, WHICH IS ON THE WEST
 FA2510'SIDE OF BEAM RD. AT SOUTH SIDE OF CONCRETE DRIVEWAY TO
 FA2510'DAVID S. ALLISON RESIDENCE (A ONE STORY BRICK HOUSE), AND
 FA2510'1.45 MILES SOUTH OF INTERSECTION OF PINE OAK DR. WITH BEAM RD.
 FA2510'
 FA2510'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2510'ALLISON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2510'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2510'
 FA2510'MARK IS
 FA2510'
 FA2510'22.4 FT WSW OF C/L OF BEAM RD. (SR 1156)
 FA2510'
 FA2510'15.8 FT SSE OF C/L OF CONCRETE DRIVEWAY
 FA2510'
 FA2510'6.9 FT SW OF S END OF CULVERT UNDER CONCRETE DRIVEWAY
 FA2510'
 FA2510'53.3 FT WSW OF FENCE POST ON E SIDE OF BEAM RD., AND WITH
 FA2510'ALUMINUM REF. TAG
 FA2510'
 FA2510'56.0 FT W OF FENCE POST ON E SIDE OF BEAM RD., AND WITH
 FA2510'ALUMINUM REF. TAG
 FA2510'
 FA2510'25.4 FT S OF N END OF CULVERT UNDER CONCRETE DRIVEWAY
 FA2510
 FA2510                          STATION RECOVERY (1976)
 FA2510
 FA2510'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (LJZ)
 FA2510'ALLISON 1968 NOT RECOVERED.
 FA2510'
 FA2510'NEW DITCH AND SHOULDER.
 FA2510
 FA2510                          STATION RECOVERY (1984)
 FA2510
 FA2510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LJL)
 FA2510'ALLISON 1968 RECOVERED GOOD NO WITNESS POST.
 FA2510'
 FA2510'ALL DIRECTIONS AS GIVEN OK EXCEPT THE REFERENCE TO THE FENCE
 FA2510'POST ON E. SIDE OF BEAM RD. WITH ALM. REF. TAG. IS NO LONGER
 FA2510'THERE.  53.3 AND 56.0 FEET ARE NO MORE.
 FA2510
 FA2510                          STATION RECOVERY (1989)
 FA2510
 FA2510'RECOVERY NOTE BY US POWER SQUADRON 1989 (JFM)
 FA2510'MARK NOT FOUND.
 FA2510
 FA2510                          STATION RECOVERY (1991)
 FA2510
 FA2510'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1331 ***********************************************************************
 EC1331  DESIGNATION -  ALLISON
 EC1331  PID         -  EC1331
 EC1331  STATE/COUNTY-  NC/ANSON
 EC1331  USGS QUAD   -  RUSSELLVILLE (1971)
 EC1331
 EC1331                         *CURRENT SURVEY CONTROL
 EC1331  ___________________________________________________________________
 EC1331* NAD 83(2001)-  34 59 50.56935(N)    080 13 38.61767(W)     ADJUSTED  
 EC1331* NAVD 88     -        94.2    (meters)     309.     (feet)  VERTCON   
 EC1331  ___________________________________________________________________
 EC1331  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 EC1331  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EC1331  HORZ ORDER  -  SECOND
 EC1331
 EC1331.The horizontal coordinates were established by classical geodetic methods
 EC1331.and adjusted by the National Geodetic Survey in August 2005.
 EC1331
 EC1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1331
 EC1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1331
 EC1331.The geoid height was determined by GEOID03.
 EC1331
 EC1331;                    North         East     Units Scale Factor Converg.
 EC1331;SPC NC       -   139,064.662   497,567.149   MT  0.99988239   -0 42 30.3
 EC1331;SPC NC       -   456,247.98  1,632,434.89   sFT  0.99988239   -0 42 30.3
 EC1331;UTM  17      - 3,873,025.205   570,504.578   MT  0.99966126   +0 26 35.3
 EC1331
 EC1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1331!SPC NC       -   0.99999000  x   0.99988239  =   0.99987239
 EC1331!UTM  17      -   0.99999000  x   0.99966126  =   0.99965126
 EC1331
 EC1331:                Primary Azimuth Mark                     Grid Az
 EC1331:SPC NC       -  BEACHUM                                  067 57 39.1
 EC1331:UTM  17      -  BEACHUM                                  066 48 33.5
 EC1331
 EC1331|---------------------------------------------------------------------|
 EC1331| PID    Reference Object                     Distance      Geod. Az  |
 EC1331|                                                           dddmmss.s |
 EC1331| FA2031 BEACHUM                             APPROX. 1.3 KM 0671508.8 |
 EC1331|---------------------------------------------------------------------|
 EC1331
 EC1331                          SUPERSEDED SURVEY CONTROL
 EC1331
 EC1331  NAD 83(1986)-  34 59 50.58320(N)    080 13 38.62629(W) AD(       ) 2
 EC1331  NAD 27      -  34 59 50.02433(N)    080 13 39.40373(W) AD(       ) 2
 EC1331  NGVD 29 (07/19/86)   94.5    (m)          310.     (f) VERT ANG    3  
 EC1331
 EC1331.Superseded values are not recommended for survey control.
 EC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1331.See file dsdata.txt to determine how the superseded data were derived.
 EC1331
 EC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7050573025(NAD 83)
 EC1331_MARKER: DE = TRAVERSE STATION DISK
 EC1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1331_STAMPING: ALLISON 1970
 EC1331_MARK LOGO: NCGS  
 EC1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1331+STABILITY: SURFACE MOTION
 EC1331
 EC1331  HISTORY     - Date     Condition        Report By
 EC1331  HISTORY     - 1970     MONUMENTED       NCGS
 EC1331  HISTORY     - 1975     GOOD             NCDNR
 EC1331  HISTORY     - 1987     GOOD             USPSQD
 EC1331
 EC1331                          STATION DESCRIPTION
 EC1331
 EC1331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1331'ALLISON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1331'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1331'
 EC1331'ALLISON IS LOCATED APPROXIMATELY 1.4 MILES ESE OF POLKTON AND
 EC1331'2.3 MILES WEST OF PEACHLAND.  TO REACH STATION PROCEED FROM THE
 EC1331'INTERSECTION OF US 74 AND NC 218 AT TOWN OF POLKTON, GO WEST ON US
 EC1331'74 FOR 0.65 MILE TO INTERSECTION OF US 74 AND SR 1251, CONTINUE
 EC1331'WEST ON US 74 FOR 0.8 MILE TO STATION ON SOUTH SIDE OF EAST BOUND
 EC1331'TRAFFIC, IN NORTHWEST CORNER OF YARD OWNED BY MR. ALLISON, AND 1.25
 EC1331'MILES EAST OF SR 1403.
 EC1331'
 EC1331'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLISON
 EC1331'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1331'FLUSH WITH THE SURFACE OF THE GROUND.
 EC1331'
 EC1331'MARK IS
 EC1331'49.2 FEET SSE OF C/L OF E BOUND LANE OF US 74.
 EC1331'46.8 FEET ENE OF ALUMINUM REF. TAG ON PP NO. 3040 W/TRANSFORMER.
 EC1331'32.5 FEET SE OF TOP OF WEST END OF CULVERT UNDER DRIVEWAY.
 EC1331'16.1 FEET ESE OF TOP OF EAST END OF CULVERT UNDER DRIVEWAY.
 EC1331'67.6 FEET W OF NW CORNER OF BRICK HOUSE.
 EC1331'81.0 FEET WNW OF SW CORNER OF BRICK HOUSE.
 EC1331
 EC1331                          STATION RECOVERY (1975)
 EC1331
 EC1331'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (LWA)
 EC1331'ALLISON 1970 RECOVERED GOOD.
 EC1331'
 EC1331'DELETE--ALLISON IS LOCATED APPROXIMATELY 1.4 MILES ESE OF POLKTON
 EC1331'AND 2.3 MILES WEST OF PEACHLAND.
 EC1331'
 EC1331'CHANGE TO--ALLISON IS LOCATED APPROXIMATELY 1.4 MILES WSW OF POLKTON
 EC1331'AND 2.3 MILES EAST OF PEACHLAND.
 EC1331'
 EC1331'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES WSW OF
 EC1331'POLKTON.
 EC1331
 EC1331                          STATION RECOVERY (1987)
 EC1331
 EC1331'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 EC1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3045 ***********************************************************************
 FB3045  DESIGNATION -  ALLISON
 FB3045  PID         -  FB3045
 FB3045  STATE/COUNTY-  NC/HENDERSON
 FB3045  USGS QUAD   -  HORSE SHOE (1991)
 FB3045
 FB3045                         *CURRENT SURVEY CONTROL
 FB3045  ___________________________________________________________________
 FB3045* NAD 83(2001)-  35 19 07.61518(N)    082 35 11.51805(W)     ADJUSTED  
 FB3045* NAVD 88     -       656.5    (meters)    2154.     (feet)  VERTCON   
 FB3045  ___________________________________________________________________
 FB3045  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FB3045  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB3045  HORZ ORDER  -  SECOND
 FB3045
 FB3045.The horizontal coordinates were established by classical geodetic methods
 FB3045.and adjusted by the National Geodetic Survey in August 2005.
 FB3045
 FB3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3045
 FB3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3045
 FB3045.The geoid height was determined by GEOID03.
 FB3045
 FB3045;                    North         East     Units Scale Factor Converg.
 FB3045;SPC NC       -   179,915.059   283,580.322   MT  0.99987327   -2 04 12.1
 FB3045;SPC NC       -   590,271.32    930,379.77   sFT  0.99987327   -2 04 12.1
 FB3045;UTM  17      - 3,909,550.217   355,783.809   MT  0.99985631   -0 55 02.5
 FB3045
 FB3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3045!SPC NC       -   0.99990172  x   0.99987327  =   0.99977500
 FB3045!UTM  17      -   0.99990172  x   0.99985631  =   0.99975804
 FB3045
 FB3045:                Primary Azimuth Mark                     Grid Az
 FB3045:SPC NC       -  GEORGE                                   058 09 11.6
 FB3045:UTM  17      -  GEORGE                                   057 00 02.0
 FB3045
 FB3045|---------------------------------------------------------------------|
 FB3045| PID    Reference Object                     Distance      Geod. Az  |
 FB3045|                                                           dddmmss.s |
 FB3045| FB3044 GEORGE                              APPROX. 0.6 KM 0560459.5 |
 FB3045|---------------------------------------------------------------------|
 FB3045
 FB3045                          SUPERSEDED SURVEY CONTROL
 FB3045
 FB3045  NAD 83(1995)-  35 19 07.61883(N)    082 35 11.51686(W) AD(       ) 2
 FB3045  NAD 83(1986)-  35 19 07.61880(N)    082 35 11.51624(W) AD(       ) 2
 FB3045  NAD 27      -  35 19 07.20337(N)    082 35 12.07119(W) AD(       ) 2
 FB3045  NGVD 29 (07/19/86)  656.5    (m)         2154.     (f) VERT ANG    3  
 FB3045
 FB3045.Superseded values are not recommended for survey control.
 FB3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3045.See file dsdata.txt to determine how the superseded data were derived.
 FB3045
 FB3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5578409550(NAD 83)
 FB3045_MARKER: DE = TRAVERSE STATION DISK
 FB3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3045_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3045+STABILITY: SURFACE MOTION
 FB3045
 FB3045  HISTORY     - Date     Condition        Report By
 FB3045  HISTORY     - 1975     MONUMENTED       NCGS
 FB3045
 FB3045                          STATION DESCRIPTION
 FB3045
 FB3045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3045'THE STATION IS LOCATED IN THE EAST SECTION OF ETOWAH AND 7.2 MILES WES
 FB3045'OF HENDERSONVILLE.
 FB3045'
 FB3045'TO REACH THE STATION FROM THE POST OFFICE IN ETOWAH, PROCEED EASTERLY
 FB3045'ALONG US 64 FOR 0.4 MILE TO AVERYS DRIVE AND STATION ON THE RIGHT IN
 FB3045'SOUTHWEST QUADRANT OF INTERSECTION IN YARD OF A MR. ALLISON.
 FB3045'
 FB3045'STATION MARK IS A STANDARD DISK, STAMPED---ALLISON 1975---, SET IN THE
 FB3045'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW THE
 FB3045'GROUND SURFACE.  MARK IS 52.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 FB3045'OF US 64, 6.3 FEET EAST OF A 20 INCH POPLAR, 41.5 FEET NORTH-NORTHEAST
 FB3045'OF TELEPHONE POLE WITH TRANSFORMER, 54.9 FEET (SLOPE) SOUTHWEST OF
 FB3045'EAST END OF A CULVERT AT AVERYS DRIVE AND 88.9 FEET (SLOPE) WEST-
 FB3045'SOUTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2628 ***********************************************************************
 FZ2628  DESIGNATION -  ALLISON
 FZ2628  PID         -  FZ2628
 FZ2628  STATE/COUNTY-  NC/WILKES
 FZ2628  USGS QUAD   -  WILKESBORO (1966)
 FZ2628
 FZ2628                         *CURRENT SURVEY CONTROL
 FZ2628  ___________________________________________________________________
 FZ2628* NAD 83(2001)-  36 09 54.50576(N)    081 14 07.65723(W)     ADJUSTED  
 FZ2628* NAVD 88     -       406.3    (meters)    1333.     (feet)  VERTCON   
 FZ2628  ___________________________________________________________________
 FZ2628  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FZ2628  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FZ2628  HORZ ORDER  -  SECOND
 FZ2628
 FZ2628.The horizontal coordinates were established by classical geodetic methods
 FZ2628.and adjusted by the National Geodetic Survey in August 2005.
 FZ2628
 FZ2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2628
 FZ2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2628
 FZ2628.The geoid height was determined by GEOID03.
 FZ2628
 FZ2628;                    North         East     Units Scale Factor Converg.
 FZ2628;SPC NC       -   270,188.979   408,482.017   MT  0.99999957   -1 17 24.9
 FZ2628;SPC NC       -   886,445.01  1,340,161.42   sFT  0.99999957   -1 17 24.9
 FZ2628;UTM  17      - 4,002,290.879   478,822.833   MT  0.99960553   -0 08 20.2
 FZ2628
 FZ2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2628!SPC NC       -   0.99994140  x   0.99999957  =   0.99994097
 FZ2628!UTM  17      -   0.99994140  x   0.99960553  =   0.99954696
 FZ2628
 FZ2628                          SUPERSEDED SURVEY CONTROL
 FZ2628
 FZ2628  NAD 83(1995)-  36 09 54.50700(N)    081 14 07.65872(W) AD(       ) 2
 FZ2628  NAD 83(1993)-  36 09 54.51174(N)    081 14 07.66294(W) AD(       ) 2
 FZ2628  NAD 83(1986)-  36 09 54.51571(N)    081 14 07.66650(W) AD(       ) 2
 FZ2628  NGVD 29 (06/26/91)  406.4    (m)         1333.     (f) VERT ANG    3  
 FZ2628
 FZ2628.Superseded values are not recommended for survey control.
 FZ2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2628.See file dsdata.txt to determine how the superseded data were derived.
 FZ2628
 FZ2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7882302291(NAD 83)
 FZ2628_MARKER: DE = TRAVERSE STATION DISK
 FZ2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2628_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2628+STABILITY: SURFACE MOTION
 FZ2628
 FZ2628  HISTORY     - Date     Condition        Report By
 FZ2628  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2628
 FZ2628                          STATION DESCRIPTION
 FZ2628
 FZ2628'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2628'THE STATION IS LOCATED ABOUT 1.6 MI SOUTH OF MILLERS CREEK AND
 FZ2628'4.8 MI WEST-NORTHWEST OF WILKESBORO.
 FZ2628'
 FZ2628'TO REACH THE STATION FROM THE INTERSECTION OF US 421 AND NC 16,
 FZ2628'WEST OF WILKESBORO, PROCEED NORTH ALONG NC 16 FOR 1.1 MI TO THE
 FZ2628'STATION ON THE RIGHT AT THE NORTH END OF THE GUARD RAIL, AND 0.1 MI
 FZ2628'NORTH OF SR 1373.
 FZ2628'
 FZ2628'THE STATION IS A STANDARD NCGS DISK
 FZ2628'STAMPED---ALLISON 1980---,
 FZ2628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2628'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2628'25.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF NC 16,
 FZ2628'4.0 FEET EAST-NORTHEAST OF THE NORTH END OF THE GUARD RAIL,
 FZ2628'50.1 FEET WEST-SOUTHWEST OF A 3 INCH PINE, AND
 FZ2628'126.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 FZ2628'CONCRETE BLOCK BUILDING.
 FZ2628'
 FZ2628'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2690 ***********************************************************************
 AB2690  DESIGNATION -  ALLISON
 AB2690  PID         -  AB2690
 AB2690  STATE/COUNTY-  NC/HAYWOOD
 AB2690  USGS QUAD   -  WAYNESVILLE (1979)
 AB2690
 AB2690                         *CURRENT SURVEY CONTROL
 AB2690  ___________________________________________________________________
 AB2690* NAD 83(2001)-  35 29 43.54652(N)    082 58 16.78240(W)     ADJUSTED  
 AB2690* NAVD 88     -       847.8    (meters)    2781.     (feet)  VERTCON   
 AB2690  ___________________________________________________________________
 AB2690  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AB2690  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AB2690  HORZ ORDER  -  SECOND
 AB2690
 AB2690.The horizontal coordinates were established by classical geodetic methods
 AB2690.and adjusted by the National Geodetic Survey in August 2005.
 AB2690
 AB2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2690
 AB2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2690
 AB2690.The geoid height was determined by GEOID03.
 AB2690
 AB2690;                    North         East     Units Scale Factor Converg.
 AB2690;SPC NC       -   200,827.165   249,403.357   MT  0.99988160   -2 17 31.7
 AB2690;SPC NC       -   658,880.46    818,250.85   sFT  0.99988160   -2 17 31.7
 AB2690;UTM  17      - 3,929,773.054   321,192.395   MT  0.99999401   -1 08 41.8
 AB2690
 AB2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2690!SPC NC       -   0.99987146  x   0.99988160  =   0.99975307
 AB2690!UTM  17      -   0.99987146  x   0.99999401  =   0.99986547
 AB2690
 AB2690                          SUPERSEDED SURVEY CONTROL
 AB2690
 AB2690  NAD 83(1995)-  35 29 43.54661(N)    082 58 16.78208(W) AD(       ) 2
 AB2690  NAD 83(1986)-  35 29 43.55189(N)    082 58 16.78247(W) AD(       ) 2
 AB2690  NGVD 29 (04/26/96)  847.8    (m)         2781.     (f) VERT ANG    3  
 AB2690
 AB2690.Superseded values are not recommended for survey control.
 AB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2690.See file dsdata.txt to determine how the superseded data were derived.
 AB2690
 AB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2119229773(NAD 83)
 AB2690_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2690_STAMPING: ALLISON 1987
 AB2690_MARK LOGO: NCGS  
 AB2690_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2690+STABILITY: SURFACE MOTION
 AB2690
 AB2690  HISTORY     - Date     Condition        Report By
 AB2690  HISTORY     - 1987     MONUMENTED       NCGS
 AB2690
 AB2690                          STATION DESCRIPTION
 AB2690
 AB2690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 AB2690'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST-NORTHEAST OF
 AB2690'WAYNESVILLE. PROCEED ALONG US 23-BUSINESS FOR 1.4 KM (0.9 MI)
 AB2690'EAST-NORTHEAST FROM US 276 (IN WAYNESVILLE) TO EAST STREET, THENCE
 AB2690'SOUTH ALONG EAST STREET FOR 0.3 KM (0.2 MI) TO GRAVEL DRIVE ON LEFT TO
 AB2690'ALLISON RESIDENCE, THENCE EAST ALONG GRAVEL DRIVE FOR 0.15 KM (0.09
 AB2690'MI) TO MOBILE HOME AND STATION NEAR NORTHWEST CORNER. MARK IS FLUSH
 AB2690'WITH GROUND. LOCATED 2.83 M (9.28 FT) NORTH-NORTHWEST OF A 36-INCH
 AB2690'WHITE OAK, 6.77 M (22.21 FT) EAST OF A 30 INCH WHITE OAK, 8.84 M
 AB2690'(29.00 FT) EAST-SOUTHEAST OF A POWER SERVICE POLE WITH A REFERENCE
 AB2690'TAG, AND 19.23 M (63.09 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AB2690'THE MOBILE HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1549 ***********************************************************************
 FZ1549  DESIGNATION -  ALLISTAIR
 FZ1549  PID         -  FZ1549
 FZ1549  STATE/COUNTY-  NC/FORSYTH
 FZ1549  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ1549
 FZ1549                         *CURRENT SURVEY CONTROL
 FZ1549  ___________________________________________________________________
 FZ1549* NAD 83(2001)-  36 06 21.90827(N)    080 20 02.98755(W)     ADJUSTED  
 FZ1549* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 FZ1549  ___________________________________________________________________
 FZ1549  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 FZ1549  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FZ1549  HORZ ORDER  -  SECOND
 FZ1549
 FZ1549.The horizontal coordinates were established by classical geodetic methods
 FZ1549.and adjusted by the National Geodetic Survey in August 2005.
 FZ1549
 FZ1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1549
 FZ1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1549
 FZ1549.The geoid height was determined by GEOID03.
 FZ1549
 FZ1549;                    North         East     Units Scale Factor Converg.
 FZ1549;SPC NC       -   262,178.869   489,475.042   MT  0.99998366   -0 46 12.1
 FZ1549;SPC NC       -   860,165.17  1,605,886.03   sFT  0.99998366   -0 46 12.1
 FZ1549;UTM  17      - 3,995,920.213   559,930.227   MT  0.99964425   +0 23 32.6
 FZ1549
 FZ1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1549!SPC NC       -   0.99996340  x   0.99998366  =   0.99994706
 FZ1549!UTM  17      -   0.99996340  x   0.99964425  =   0.99960767
 FZ1549
 FZ1549:                Primary Azimuth Mark                     Grid Az
 FZ1549:SPC NC       -  MOORELY                                  187 53 02.9
 FZ1549:UTM  17      -  MOORELY                                  186 43 18.2
 FZ1549
 FZ1549|---------------------------------------------------------------------|
 FZ1549| PID    Reference Object                     Distance      Geod. Az  |
 FZ1549|                                                           dddmmss.s |
 FZ1549| FZ1560 MOORELY                             APPROX. 0.8 KM 1870650.8 |
 FZ1549|---------------------------------------------------------------------|
 FZ1549
 FZ1549                          SUPERSEDED SURVEY CONTROL
 FZ1549
 FZ1549  NAD 83(1993)-  36 06 21.91503(N)    080 20 02.99600(W) AD(       ) 2
 FZ1549  NAD 83(1986)-  36 06 21.91455(N)    080 20 02.99617(W) AD(       ) 2
 FZ1549  NAD 27      -  36 06 21.41948(N)    080 20 03.80776(W) AD(       ) 2
 FZ1549  NGVD 29 (07/19/86)  266.3    (m)          874.     (f) VERT ANG    3  
 FZ1549
 FZ1549.Superseded values are not recommended for survey control.
 FZ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1549.See file dsdata.txt to determine how the superseded data were derived.
 FZ1549
 FZ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5993095920(NAD 83)
 FZ1549_MARKER: DE = TRAVERSE STATION DISK
 FZ1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1549_STAMPING: ALLISTAIR 1962
 FZ1549_MARK LOGO: NCGS  
 FZ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1549+STABILITY: SURFACE MOTION
 FZ1549
 FZ1549  HISTORY     - Date     Condition        Report By
 FZ1549  HISTORY     - 1962     MONUMENTED       NCGS
 FZ1549  HISTORY     - 20021109 MARK NOT FOUND   USPSQD
 FZ1549  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 FZ1549
 FZ1549                          STATION DESCRIPTION
 FZ1549
 FZ1549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ1549'ALLISTAIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ1549'ESTABLISHED IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1549'
 FZ1549'STATION IS 5.10 MILES W OF THE CENTER OF WINSTON-SALEM, 1.90
 FZ1549'MILES NE OF LEWISVILLE VINEYARD RD. (SR 1001), 1.30 MILES SW
 FZ1549'OF ROBIN HOOD RD. (SR 1348) AND 0.30 MILES W OF PEACE HAVEN
 FZ1549'RD. (SR 1140).  STATION IS N OF ALLISTAIR RD. (SR 1530) AND
 FZ1549'UNDER THE TRANSMISSION LINE AT TOWER 77.
 FZ1549'
 FZ1549'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1549'ALLISTAIR 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FZ1549'OF WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ1549'
 FZ1549'MARK IS
 FZ1549'
 FZ1549'51.00 FT N OF C/L OF ALLISTAIR RD. (SR 1530)
 FZ1549'
 FZ1549'3.70 FT W OF SW LEG OF TOWER 77
 FZ1549'
 FZ1549'16.30 FT SW OF NW LEG OF TOWER 77
 FZ1549'
 FZ1549'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1549
 FZ1549                          STATION RECOVERY (2002)
 FZ1549
 FZ1549'RECOVERY NOTE BY US POWER SQUADRON 2002
 FZ1549'NOT FOUND-DIRECTIONS ARE NOT GOOD - TOWER NO. IS 52, NEXT ONE IS 91.
 FZ1549'TOWER IS OVER 100 FEET FROM CENTER LINE OF ALLISTAIR.
 FZ1549
 FZ1549                          STATION RECOVERY (2004)
 FZ1549
 FZ1549'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ1549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2211 ***********************************************************************
 FA2211  DESIGNATION -  ALLMAN
 FA2211  PID         -  FA2211
 FA2211  STATE/COUNTY-  NC/CABARRUS
 FA2211  USGS QUAD   -  CONCORD (1987)
 FA2211
 FA2211                         *CURRENT SURVEY CONTROL
 FA2211  ___________________________________________________________________
 FA2211* NAD 83(2001)-  35 24 02.00061(N)    080 30 02.65542(W)     ADJUSTED  
 FA2211* NAVD 88     -       219.0    (meters)     719.     (feet)  VERTCON   
 FA2211  ___________________________________________________________________
 FA2211  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 FA2211  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA2211  HORZ ORDER  -  SECOND
 FA2211
 FA2211.The horizontal coordinates were established by classical geodetic methods
 FA2211.and adjusted by the National Geodetic Survey in August 2005.
 FA2211
 FA2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2211
 FA2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2211
 FA2211.The geoid height was determined by GEOID03.
 FA2211
 FA2211;                    North         East     Units Scale Factor Converg.
 FA2211;SPC NC       -   184,126.777   473,294.699   MT  0.99987595   -0 51 58.3
 FA2211;SPC NC       -   604,089.27  1,552,801.02   sFT  0.99987595   -0 51 58.3
 FA2211;UTM  17      - 3,917,579.066   545,335.583   MT  0.99962533   +0 17 21.2
 FA2211
 FA2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2211!SPC NC       -   0.99997040  x   0.99987595  =   0.99984635
 FA2211!UTM  17      -   0.99997040  x   0.99962533  =   0.99959574
 FA2211
 FA2211:                Primary Azimuth Mark                     Grid Az
 FA2211:SPC NC       -  ODEL                                     152 15 21.8
 FA2211:UTM  17      -  ODEL                                     151 06 02.3
 FA2211
 FA2211|---------------------------------------------------------------------|
 FA2211| PID    Reference Object                     Distance      Geod. Az  |
 FA2211|                                                           dddmmss.s |
 FA2211| FA2178 ODEL                                APPROX. 1.9 KM 1512323.5 |
 FA2211|---------------------------------------------------------------------|
 FA2211
 FA2211                          SUPERSEDED SURVEY CONTROL
 FA2211
 FA2211  NAD 83(1986)-  35 24 02.01484(N)    080 30 02.66067(W) AD(       ) 2
 FA2211  NAD 27      -  35 24 01.50478(N)    080 30 03.42017(W) AD(       ) 2
 FA2211  NGVD 29 (07/19/86)  219.3    (m)          719.     (f) VERT ANG    3  
 FA2211
 FA2211.Superseded values are not recommended for survey control.
 FA2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2211.See file dsdata.txt to determine how the superseded data were derived.
 FA2211
 FA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4533617579(NAD 83)
 FA2211_MARKER: DE = TRAVERSE STATION DISK
 FA2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2211_STAMPING: ALLMAN 1963
 FA2211_MARK LOGO: NCGS  
 FA2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2211+STABILITY: SURFACE MOTION
 FA2211
 FA2211  HISTORY     - Date     Condition        Report By
 FA2211  HISTORY     - 1963     MONUMENTED       NCGS
 FA2211  HISTORY     - 1974     GOOD             NCGS
 FA2211  HISTORY     - 19981105 GOOD             USPSQD
 FA2211
 FA2211                          STATION DESCRIPTION
 FA2211
 FA2211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2211'ALLMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2211'NORTH CAROLINA.  STATION IS 0.9 MILES NW ALONG SR 2411 FROM
 FA2211'NC 49, 1.3 MILES S OF NC 73, ON E SIDE OF SR 2411 IN CORNER
 FA2211'OF LOT CONTAINING ONE STORY BRICK HOUSE.
 FA2211'
 FA2211'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2211'ALLMAN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2211'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2211'
 FA2211'MARK IS
 FA2211'
 FA2211'300.0 FT S OF C/L OF SR 2654
 FA2211'
 FA2211'193.0 FT E OF C/L OF SR 2411
 FA2211'
 FA2211'31.8 FT E OF 3 LEAD NAILS IN 24 INCH OAK
 FA2211'
 FA2211'33.2 FT N OF 3 LEAD NAILS IN 12 INCH OAK
 FA2211'
 FA2211'23.4 FT SW OF 3 LEAD NAILS IN 8 INCH HICKORY
 FA2211'
 FA2211'71.2 FT S OF CENTER OF BRICK WELL HOUSE
 FA2211'
 FA2211'82.4 FT SE OF CORNER OF HOUSE
 FA2211'
 FA2211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2211
 FA2211                          STATION RECOVERY (1974)
 FA2211
 FA2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2211'ALLMAN 1963 GOOD
 FA2211
 FA2211                          STATION RECOVERY (1998)
 FA2211
 FA2211'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2487 ***********************************************************************
 FA2487  DESIGNATION -  ALLRED
 FA2487  PID         -  FA2487
 FA2487  STATE/COUNTY-  NC/MECKLENBURG
 FA2487  USGS QUAD   -  FORT MILL (1993)
 FA2487
 FA2487                         *CURRENT SURVEY CONTROL
 FA2487  ___________________________________________________________________
 FA2487* NAD 83(2001)-  35 06 25.30111(N)    080 59 18.01549(W)     ADJUSTED  
 FA2487* NAVD 88     -       188.2    (meters)     617.     (feet)  VERTCON   
 FA2487  ___________________________________________________________________
 FA2487  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FA2487  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FA2487  HORZ ORDER  -  SECOND
 FA2487
 FA2487.The horizontal coordinates were established by classical geodetic methods
 FA2487.and adjusted by the National Geodetic Survey in August 2005.
 FA2487
 FA2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2487
 FA2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2487
 FA2487.The geoid height was determined by GEOID03.
 FA2487
 FA2487;                    North         East     Units Scale Factor Converg.
 FA2487;SPC NC       -   152,350.202   428,360.819   MT  0.99987577   -1 08 51.4
 FA2487;SPC NC       -   499,835.62  1,405,380.45   sFT  0.99987577   -1 08 51.4
 FA2487;UTM  17      - 3,884,912.239   501,062.822   MT  0.99960001   +0 00 24.1
 FA2487
 FA2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2487!SPC NC       -   0.99997525  x   0.99987577  =   0.99985103
 FA2487!UTM  17      -   0.99997525  x   0.99960001  =   0.99957527
 FA2487
 FA2487:                Primary Azimuth Mark                     Grid Az
 FA2487:SPC NC       -  INTERSECTION                             192 16 44.1
 FA2487:UTM  17      -  INTERSECTION                             191 07 28.6
 FA2487
 FA2487|---------------------------------------------------------------------|
 FA2487| PID    Reference Object                     Distance      Geod. Az  |
 FA2487|                                                           dddmmss.s |
 FA2487| FA2488 INTERSECTION                        APPROX. 0.6 KM 1910752.7 |
 FA2487|---------------------------------------------------------------------|
 FA2487
 FA2487                          SUPERSEDED SURVEY CONTROL
 FA2487
 FA2487  NAD 83(1986)-  35 06 25.32396(N)    080 59 18.03084(W) AD(       ) 2
 FA2487  NAD 27      -  35 06 24.78995(N)    080 59 18.75516(W) AD(       ) 2
 FA2487  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG    3  
 FA2487
 FA2487.Superseded values are not recommended for survey control.
 FA2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2487.See file dsdata.txt to determine how the superseded data were derived.
 FA2487
 FA2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0106384912(NAD 83)
 FA2487_MARKER: DE = TRAVERSE STATION DISK
 FA2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2487_STAMPING: ALLRED 1970
 FA2487_MARK LOGO: NCGS  
 FA2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2487+STABILITY: SURFACE MOTION
 FA2487
 FA2487  HISTORY     - Date     Condition        Report By
 FA2487  HISTORY     - 1970     MONUMENTED       NCGS
 FA2487  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FA2487  HISTORY     - 1987     GOOD             USPSQD
 FA2487  HISTORY     - 1987     GOOD             USPSQD
 FA2487  HISTORY     - 1988     GOOD             USPSQD
 FA2487  HISTORY     - 1988     GOOD             USPSQD
 FA2487  HISTORY     - 19971228 MARK NOT FOUND   USPSQD
 FA2487  HISTORY     - 19980523 MARK NOT FOUND   USPSQD
 FA2487  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 FA2487
 FA2487                          STATION DESCRIPTION
 FA2487
 FA2487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2487'ALLRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2487'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2487'
 FA2487'ALLRED IS LOCATED APPROXIMATELY 11.2 MILES SOUTH OF CHARLOTTE.  TO
 FA2487'REACH STATION PROCEED FROM THE INTERSECTION OF NC 49 AND NC 160, GO
 FA2487'NORTH ON NC 160 FOR 0.35 MILES TO STATION ON RIGHT SHOULDER (E
 FA2487'SIDE) OF NC 160, ON OPPOSITE SIDE OF NC 160 (E) OF A ONE STORY
 FA2487'WHITE FRAME HOUSE, AND 0.6 MILE SOUTH OF INTERSECTION OF NC 160 AND
 FA2487'SR 1119.
 FA2487'
 FA2487'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALLRED
 FA2487'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 FA2487'INCHES BELOW THE SURFACE OF THE GROUND.
 FA2487'
 FA2487'MARK IS
 FA2487'14.1 FEET SE OF C/L OF NC 160 (STEELE CREEK RD.).
 FA2487'109.3 FEET NE OF INTERSECTION OF NC 160 AND DRIVE TO HOUSE ACROSS
 FA2487'NC 160.
 FA2487'45.7 FEET SE OF ALUMINUM REF. TAG ON PP NO. 7 ON W SIDE OF NC
 FA2487'160.  44.1 FEET SW OF ALUMINUM REF. TAG ON PP ON E SIDE OF NC 160.
 FA2487'76.0 FEET SE OF BASE OF 10 INCH MAPLE TREE.
 FA2487'120.0 FEET E OF FRONT STEPS OF A ONE STORY WHITE FRAME
 FA2487'HOUSE.
 FA2487
 FA2487                          STATION RECOVERY (1984)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1984 (MM)
 FA2487'MARK NOT FOUND.
 FA2487
 FA2487                          STATION RECOVERY (1987)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA2487'RECOVERED IN GOOD CONDITION.
 FA2487
 FA2487                          STATION RECOVERY (1987)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2487'RECOVERED IN GOOD CONDITION.
 FA2487
 FA2487                          STATION RECOVERY (1988)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA2487'RECOVERED IN GOOD CONDITION.
 FA2487
 FA2487                          STATION RECOVERY (1988)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2487'RECOVERED IN GOOD CONDITION.
 FA2487
 FA2487                          STATION RECOVERY (1997)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2487'MARK NOT FOUND.
 FA2487
 FA2487                          STATION RECOVERY (1998)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2487'MARK NOT FOUND.
 FA2487
 FA2487                          STATION RECOVERY (1999)
 FA2487
 FA2487'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3908 ***********************************************************************
 EZ3908  DESIGNATION -  ALLRED
 EZ3908  PID         -  EZ3908
 EZ3908  STATE/COUNTY-  NC/RANDOLPH
 EZ3908  USGS QUAD   -  ASHEBORO (1994)
 EZ3908
 EZ3908                         *CURRENT SURVEY CONTROL
 EZ3908  ___________________________________________________________________
 EZ3908* NAD 83(2001)-  35 39 01.14874(N)    079 49 58.30294(W)     ADJUSTED  
 EZ3908* NAVD 88     -       261.8    (meters)     859.     (feet)  VERTCON   
 EZ3908  ___________________________________________________________________
 EZ3908  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 EZ3908  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 EZ3908  HORZ ORDER  -  SECOND
 EZ3908
 EZ3908.The horizontal coordinates were established by classical geodetic methods
 EZ3908.and adjusted by the National Geodetic Survey in August 2005.
 EZ3908
 EZ3908.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3908
 EZ3908.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3908
 EZ3908.The geoid height was determined by GEOID03.
 EZ3908
 EZ3908;                    North         East     Units Scale Factor Converg.
 EZ3908;SPC NC       -   211,120.909   534,185.881   MT  0.99989672   -0 28 50.5
 EZ3908;SPC NC       -   692,652.52  1,752,574.84   sFT  0.99989672   -0 28 50.5
 EZ3908;UTM  17      - 3,945,792.119   605,656.162   MT  0.99973756   +0 40 49.1
 EZ3908
 EZ3908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3908!SPC NC       -   0.99996367  x   0.99989672  =   0.99986039
 EZ3908!UTM  17      -   0.99996367  x   0.99973756  =   0.99970124
 EZ3908
 EZ3908:                Primary Azimuth Mark                     Grid Az
 EZ3908:SPC NC       -  MEDIAN                                   174 33 24.0
 EZ3908:UTM  17      -  MEDIAN                                   173 23 44.4
 EZ3908
 EZ3908|---------------------------------------------------------------------|
 EZ3908| PID    Reference Object                     Distance      Geod. Az  |
 EZ3908|                                                           dddmmss.s |
 EZ3908| EZ3925 MEDIAN                              APPROX. 0.6 KM 1740433.5 |
 EZ3908|---------------------------------------------------------------------|
 EZ3908
 EZ3908                          SUPERSEDED SURVEY CONTROL
 EZ3908
 EZ3908  NAD 83(1986)-  35 39 01.15628(N)    079 49 58.31135(W) AD(       ) 2
 EZ3908  NAD 27      -  35 39 00.66314(N)    079 49 59.18586(W) AD(       ) 2
 EZ3908  NGVD 29 (07/19/86)  262.0    (m)          860.     (f) VERT ANG    3  
 EZ3908
 EZ3908.Superseded values are not recommended for survey control.
 EZ3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3908.See file dsdata.txt to determine how the superseded data were derived.
 EZ3908
 EZ3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0565645792(NAD 83)
 EZ3908_MARKER: DE = TRAVERSE STATION DISK
 EZ3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3908_STAMPING: ALLRED 1971
 EZ3908_MARK LOGO: NCGS  
 EZ3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3908+STABILITY: SURFACE MOTION
 EZ3908
 EZ3908  HISTORY     - Date     Condition        Report By
 EZ3908  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3908
 EZ3908                          STATION DESCRIPTION
 EZ3908
 EZ3908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3908'ALLRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3908'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3908'
 EZ3908'ALLRED IS LOCATED APPROXIMATELY 4.0 MILES SSW OF ASHEBORO AND
 EZ3908'1.3 MILES NNW OF ULAH.  TO REACH STATION PROCEED FROM THE
 EZ3908'INTERSECTION OF U.S. 64 AND U.S. 220 BYPASS IN ASHEBORO.  GO
 EZ3908'SOUTH ON U.S. 220 BYPASS FOR 2.7 MILES TO STATION AT THE SOUTHEAST
 EZ3908'END OF SR 1145 BRIDGE OVER U.S. 220 BYPASS.  AND 2.35 MILES
 EZ3908'NORTH OF INTERSECTION OF U.S. 220 BYPASS AND U.S. 220 BUSINESS.
 EZ3908'
 EZ3908'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3908'ALLRED 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3908'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3908'
 EZ3908'MARK IS
 EZ3908'
 EZ3908'17.8 FT E OF C/L OF SR 1145
 EZ3908'
 EZ3908'3.8 FT NE OF TOP OF END GUARD RAIL POST
 EZ3908'
 EZ3908'4.2 FT SE OF SE END OF SR 1145 BRIDGE ABUTMENT OVER U.S. 220 BYPASS
 EZ3908'
 EZ3908'25.7 FT S OF ALUMINUM REF. TAG ON A CORNER SECURITY FENCE POST
 EZ3908'
 EZ3908'34.3 FT W OF ALUMINUM REF. TAG ON PP 122-1
 EZ3908'
 EZ3908'32.7 FT W OF R/W MARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4064 ***********************************************************************
 EZ4064  DESIGNATION -  ALLRED
 EZ4064  PID         -  EZ4064
 EZ4064  STATE/COUNTY-  NC/GUILFORD
 EZ4064  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4064
 EZ4064                         *CURRENT SURVEY CONTROL
 EZ4064  ___________________________________________________________________
 EZ4064* NAD 83(2001)-  35 57 18.56020(N)    079 55 12.34975(W)     ADJUSTED  
 EZ4064* NAVD 88     -       251.0    (meters)     823.     (feet)  VERTCON   
 EZ4064  ___________________________________________________________________
 EZ4064  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 EZ4064  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EZ4064  HORZ ORDER  -  SECOND
 EZ4064
 EZ4064.The horizontal coordinates were established by classical geodetic methods
 EZ4064.and adjusted by the National Geodetic Survey in August 2005.
 EZ4064
 EZ4064.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4064
 EZ4064.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4064
 EZ4064.The geoid height was determined by GEOID03.
 EZ4064
 EZ4064;                    North         East     Units Scale Factor Converg.
 EZ4064;SPC NC       -   245,009.733   526,600.444   MT  0.99994783   -0 31 51.8
 EZ4064;SPC NC       -   803,836.10  1,727,688.29   sFT  0.99994783   -0 31 51.8
 EZ4064;UTM  17      - 3,979,513.474   597,385.956   MT  0.99971686   +0 38 02.8
 EZ4064
 EZ4064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4064!SPC NC       -   0.99996546  x   0.99994783  =   0.99991329
 EZ4064!UTM  17      -   0.99996546  x   0.99971686  =   0.99968233
 EZ4064
 EZ4064:                Primary Azimuth Mark                     Grid Az
 EZ4064:SPC NC       -  QUARRY                                   010 55 32.5
 EZ4064:UTM  17      -  QUARRY                                   009 45 37.9
 EZ4064
 EZ4064|---------------------------------------------------------------------|
 EZ4064| PID    Reference Object                     Distance      Geod. Az  |
 EZ4064|                                                           dddmmss.s |
 EZ4064| EZ4042 QUARRY                              460.790 METERS 0102340.7 |
 EZ4064|---------------------------------------------------------------------|
 EZ4064
 EZ4064                          SUPERSEDED SURVEY CONTROL
 EZ4064
 EZ4064  NAD 83(1986)-  35 57 18.56441(N)    079 55 12.35829(W) AD(       ) 2
 EZ4064  NAD 27      -  35 57 18.07314(N)    079 55 13.22360(W) AD(       ) 2
 EZ4064  NGVD 29 (07/19/86)  251.2    (m)          824.     (f) VERT ANG    3  
 EZ4064
 EZ4064.Superseded values are not recommended for survey control.
 EZ4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4064.See file dsdata.txt to determine how the superseded data were derived.
 EZ4064
 EZ4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9738679513(NAD 83)
 EZ4064_MARKER: DE = TRAVERSE STATION DISK
 EZ4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4064_STAMPING: ALLRED 1961
 EZ4064_MARK LOGO: NCGS  
 EZ4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4064+STABILITY: SURFACE MOTION
 EZ4064
 EZ4064  HISTORY     - Date     Condition        Report By
 EZ4064  HISTORY     - 1961     MONUMENTED       NCGS
 EZ4064  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EZ4064
 EZ4064                          STATION DESCRIPTION
 EZ4064
 EZ4064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ4064'ALLRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4064'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4064'
 EZ4064'STATION IS 4.8 MILES E OF THE CENTER OF HIGH POINT, 1.30
 EZ4064'MILES SE OF U.S. 29 AND 70 (INTERSTATE 85) ON KIVETTE DR., 100
 EZ4064'FT NE OF CHARLIE ALLREDS RESIDENCE ON CREST OF HILL NEAR WOOD
 EZ4064'PILE, 175 FT S OF LARGE BARN AND 75 FT + OR - NE OF ALLRED HOUSE.
 EZ4064'
 EZ4064'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4064'ALLRED 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4064'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EZ4064'
 EZ4064'MARK IS
 EZ4064'
 EZ4064'186.00 FT N OF C/L OF KIVETTE DR.
 EZ4064'
 EZ4064'131.05 FT N OF 3 NAILS IN 8 INCH MAPLE
 EZ4064'
 EZ4064'30.80 FT NE OF 3 NAILS IN NE CORNER OF OLD GARAGE
 EZ4064'
 EZ4064'133.10 FT SW OF 3 NAILS IN SE CORNER OF LARGE BARN
 EZ4064'
 EZ4064'11.80 FT NE OF 3 NAILS IN POLE
 EZ4064'
 EZ4064'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4064
 EZ4064                          STATION RECOVERY (1986)
 EZ4064
 EZ4064'RECOVERY NOTE BY US POWER SQUADRON 1986 (ELG)
 EZ4064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5725 ***********************************************************************
 EZ5725  DESIGNATION -  ALLRED
 EZ5725  PID         -  EZ5725
 EZ5725  STATE/COUNTY-  NC/MONTGOMERY
 EZ5725  USGS QUAD   -  NORMAN (1983)
 EZ5725
 EZ5725                         *CURRENT SURVEY CONTROL
 EZ5725  ___________________________________________________________________
 EZ5725* NAD 83(2001)-  35 12 56.04022(N)    079 43 49.66158(W)     ADJUSTED  
 EZ5725* NAVD 88     -       198.539  (meters)     651.37   (feet)  ADJUSTED  
 EZ5725  ___________________________________________________________________
 EZ5725  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EZ5725  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 EZ5725  DYNAMIC HT  -         198.359 (meters)     650.78  (feet)  COMP
 EZ5725  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 EZ5725
 EZ5725  HORZ ORDER  -  SECOND
 EZ5725  VERT ORDER  -  SECOND    CLASS II
 EZ5725
 EZ5725.The horizontal coordinates were established by classical geodetic methods
 EZ5725.and adjusted by the National Geodetic Survey in August 2005.
 EZ5725
 EZ5725.The orthometric height was determined by differential leveling
 EZ5725.and adjusted in August 2000.
 EZ5725
 EZ5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5725
 EZ5725.The geoid height was determined by GEOID03.
 EZ5725
 EZ5725.The dynamic height is computed by dividing the NAVD 88
 EZ5725.geopotential number by the normal gravity value computed on the
 EZ5725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5725.degrees latitude (g = 980.6199 gals.).
 EZ5725
 EZ5725.The modeled gravity was interpolated from observed gravity values.
 EZ5725
 EZ5725;                    North         East     Units Scale Factor Converg.
 EZ5725;SPC NC       -   162,819.860   543,103.134   MT  0.99987279   -0 25 17.8
 EZ5725;SPC NC       -   534,184.82  1,781,830.87   sFT  0.99987279   -0 25 17.8
 EZ5725;UTM  17      - 3,897,687.275   615,546.040   MT  0.99976454   +0 43 55.8
 EZ5725
 EZ5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5725!SPC NC       -   0.99997368  x   0.99987279  =   0.99984647
 EZ5725!UTM  17      -   0.99997368  x   0.99976454  =   0.99973823
 EZ5725
 EZ5725                          SUPERSEDED SURVEY CONTROL
 EZ5725
 EZ5725  NAD 83(1986)-  35 12 56.04894(N)    079 43 49.66802(W) AD(       ) 2
 EZ5725  NGVD 29 (03/28/90)  199.0    (m)          653.     (f) VERT ANG    3  
 EZ5725
 EZ5725.Superseded values are not recommended for survey control.
 EZ5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5725.See file dsdata.txt to determine how the superseded data were derived.
 EZ5725
 EZ5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1554697687(NAD 83)
 EZ5725_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ5725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5725_STAMPING: ALLRED 1977
 EZ5725_MARK LOGO: NCGS  
 EZ5725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5725+STABILITY: SURFACE MOTION
 EZ5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5725+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 EZ5725
 EZ5725  HISTORY     - Date     Condition        Report By
 EZ5725  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5725  HISTORY     - 19980122 GOOD             NCGS
 EZ5725
 EZ5725                          STATION DESCRIPTION
 EZ5725
 EZ5725'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5725'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH OF EMERY AND 3.1
 EZ5725'MILES NORTH OF NORMAN.
 EZ5725'
 EZ5725'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH SR 1321
 EZ5725'CROSSROAD IN NORMAN, PROCEED NORTH ALONG US 220 FOR 3.3 MILES TO EDS
 EZ5725'PRODUCE STAND ACROSS HIGHWAY FROM EDS GROCERY AND STATION ON RIGHT, AT
 EZ5725'SOUTHEAST CORNER OF PRODUCE STAND AND 0.9 MILE SOUTH OF SR 1524
 EZ5725'CROSSROAD (OLD NC 731).
 EZ5725'
 EZ5725'STATION MARK IS A STANDARD DISK STAMPED---ALLRED 1977---SET IN THE TOP
 EZ5725'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 EZ5725'MARK IS 94.8 FEET EAST OF CENTERLINE OF US 220, 12.7 FEET SOUTH-
 EZ5725'SOUTHEAST OF SOUTHEAST CORNER POST OF STAND, 43.5 FEET EAST-SOUTHEAST
 EZ5725'OF SOUTHWEST CORNER POST OF STAND, 76.8 FEET NORTH-NORTHEAST OF
 EZ5725'NORTHEAST CORNER OF ABANDONED BARN AND 129.0 FEET EAST OF POWER POLE
 EZ5725'5203 WITH REFERENCE TAG.
 EZ5725
 EZ5725                          STATION RECOVERY (1998)
 EZ5725
 EZ5725'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ5725'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. ABANDONED BARN
 EZ5725'REFERENCE IS GONE, MARK IS LOCATED 41.1 FT (12.5 M) EAST-SOUTHEAST OF
 EZ5725'SOUTHWEST CORNER POST OF FRUIT STAND, 27.2 FT (8.3 M) NORTH-NORTHWEST
 EZ5725'OF NORTH GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3392 ***********************************************************************
 EZ3392  DESIGNATION -  ALMA
 EZ3392  PID         -  EZ3392
 EZ3392  STATE/COUNTY-  NC/LEE
 EZ3392  USGS QUAD   -  SANFORD (1981)
 EZ3392
 EZ3392                         *CURRENT SURVEY CONTROL
 EZ3392  ___________________________________________________________________
 EZ3392* NAD 83(2001)-  35 29 00.26345(N)    079 13 12.82350(W)     ADJUSTED  
 EZ3392* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 EZ3392  ___________________________________________________________________
 EZ3392  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EZ3392  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EZ3392  HORZ ORDER  -  SECOND
 EZ3392
 EZ3392.The horizontal coordinates were established by classical geodetic methods
 EZ3392.and adjusted by the National Geodetic Survey in August 2005.
 EZ3392
 EZ3392.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3392
 EZ3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3392
 EZ3392.The geoid height was determined by GEOID03.
 EZ3392
 EZ3392;                    North         East     Units Scale Factor Converg.
 EZ3392;SPC NC       -   192,309.669   589,618.291   MT  0.99988074   -0 07 37.6
 EZ3392;SPC NC       -   630,935.97  1,934,439.34   sFT  0.99988074   -0 07 37.6
 EZ3392;UTM  17      - 3,928,109.020   661,454.702   MT  0.99992124   +1 01 60.0
 EZ3392
 EZ3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3392!SPC NC       -   0.99998588  x   0.99988074  =   0.99986662
 EZ3392!UTM  17      -   0.99998588  x   0.99992124  =   0.99990712
 EZ3392
 EZ3392                          SUPERSEDED SURVEY CONTROL
 EZ3392
 EZ3392  NAD 83(1986)-  35 29 00.26656(N)    079 13 12.82742(W) AD(       ) 2
 EZ3392  NAD 27      -  35 28 59.71158(N)    079 13 13.74739(W) AD(       ) 2
 EZ3392  NGVD 29 (07/19/86)  121.7    (m)          399.     (f) VERT ANG    3  
 EZ3392
 EZ3392.Superseded values are not recommended for survey control.
 EZ3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3392.See file dsdata.txt to determine how the superseded data were derived.
 EZ3392
 EZ3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6145528109(NAD 83)
 EZ3392_MARKER: DE = TRAVERSE STATION DISK
 EZ3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3392_STAMPING: ALMA 1970
 EZ3392_MARK LOGO: NCGS  
 EZ3392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3392+STABILITY: SURFACE MOTION
 EZ3392
 EZ3392  HISTORY     - Date     Condition        Report By
 EZ3392  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3392  HISTORY     - 20020109 SEE DESCRIPTION  NCGS
 EZ3392
 EZ3392                          STATION DESCRIPTION
 EZ3392
 EZ3392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3392'ALMA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3392'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3392'
 EZ3392'ALMA IS LOCATED APPROXIMATELY 3.4 MILES WNW OF SANFORD.  TO REACH
 EZ3392'STATION PROCEED FROM THE INTERSECTION OF US 1, 15 AND 501 BYPASS AND
 EZ3392'US 421, GO NORTH ON US 421 FOR 1.45 MILES TO SR 1326, TURN LEFT ON
 EZ3392'SR 1326 AND GO 1.0 MILE TO SR 1325, GO SOUTH ON SR 1325 FOR 1.5
 EZ3392'MILES TO SR 1100, CONTINUE SOUTH ON SR 1325 FOR 0.15 MILE TO STATION
 EZ3392'ON THE LEFT, ON THE EAST SIDE OF DRIVEWAY LEADING TO THE HOME OF
 EZ3392'JOHN W.  WALKER, AND 0.2 MILE EAST OF SR 1009.
 EZ3392'
 EZ3392'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ALMA
 EZ3392'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3392'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3392'
 EZ3392'MARK IS--
 EZ3392'31.5 FEET E OF C/L OF SR 1325.
 EZ3392'16.5 FEET S OF ALUMINUM REF. TAG ON SERVICE PP NO. 85.
 EZ3392'14.8 FEET N OF C/L OF DIRT DRIVE.
 EZ3392'27.7 FEET NNW OF 6 INCH CEDAR.
 EZ3392'76.0 FEET WSW OF SW CORNER OF PORCH ON BRICK HOME.
 EZ3392'79.7 FEET SE OF FIRE HYDRANT.
 EZ3392
 EZ3392                          STATION RECOVERY (2002)
 EZ3392
 EZ3392'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ3392'NOT FOUND, BELIEVED LOST TO DRIVEWAY OR HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2340 ***********************************************************************
 FB2340  DESIGNATION -  ALMOND
 FB2340  PID         -  FB2340
 FB2340  STATE/COUNTY-  NC/SWAIN
 FB2340  USGS QUAD   -  NOLAND CREEK (1978)
 FB2340
 FB2340                         *CURRENT SURVEY CONTROL
 FB2340  ___________________________________________________________________
 FB2340* NAD 83(2001)-  35 22 51.59533(N)    083 34 37.55173(W)     ADJUSTED  
 FB2340* NAVD 88     -       596.319  (meters)    1956.42   (feet)  ADJUSTED  
 FB2340  ___________________________________________________________________
 FB2340  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FB2340  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB2340  DYNAMIC HT  -         595.701 (meters)    1954.40  (feet)  COMP
 FB2340  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 FB2340
 FB2340  HORZ ORDER  -  SECOND
 FB2340  VERT ORDER  -  SECOND    CLASS II
 FB2340
 FB2340.The horizontal coordinates were established by classical geodetic methods
 FB2340.and adjusted by the National Geodetic Survey in August 2005.
 FB2340
 FB2340.The orthometric height was determined by differential leveling
 FB2340.and adjusted in January 2005.
 FB2340.No vertical observational check was made to the station.
 FB2340
 FB2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2340
 FB2340.The geoid height was determined by GEOID03.
 FB2340
 FB2340.The dynamic height is computed by dividing the NAVD 88
 FB2340.geopotential number by the normal gravity value computed on the
 FB2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2340.degrees latitude (g = 980.6199 gals.).
 FB2340
 FB2340.The modeled gravity was interpolated from observed gravity values.
 FB2340
 FB2340;                    North         East     Units Scale Factor Converg.
 FB2340;SPC NC       -   190,511.800   193,911.595   MT  0.99987513   -2 38 30.4
 FB2340;SPC NC       -   625,037.46    636,191.62   sFT  0.99987513   -2 38 30.4
 FB2340;UTM  17      - 3,918,345.212   265,904.580   MT  1.00027539   -1 29 34.2
 FB2340
 FB2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2340!SPC NC       -   0.99991090  x   0.99987513  =   0.99978604
 FB2340!UTM  17      -   0.99991090  x   1.00027539  =   1.00018627
 FB2340
 FB2340                          SUPERSEDED SURVEY CONTROL
 FB2340
 FB2340  NAD 83(1995)-  35 22 51.59471(N)    083 34 37.55132(W) AD(       ) 2
 FB2340  NAD 83(1986)-  35 22 51.58375(N)    083 34 37.55726(W) AD(       ) 2
 FB2340  NAVD 88 (06/15/91)  596.314  (m)         1956.41   (f) UNKNOWN     1 2
 FB2340  NGVD 29 (12/12/91)  596.374  (m)         1956.60   (f) ADJUSTED    1 2
 FB2340
 FB2340.Superseded values are not recommended for survey control.
 FB2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2340.See file dsdata.txt to determine how the superseded data were derived.
 FB2340
 FB2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6590518345(NAD 83)
 FB2340_MARKER: DE = TRAVERSE STATION DISK
 FB2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2340_SP_SET: CONCRETE POST
 FB2340_STAMPING: ALMOND 1980
 FB2340_MARK LOGO: NCGS  
 FB2340_PROJECTION: RECESSED 3 CENTIMETERS
 FB2340_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2340+STABILITY: SURFACE MOTION
 FB2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2340+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 FB2340
 FB2340  HISTORY     - Date     Condition        Report By
 FB2340  HISTORY     - 1980     MONUMENTED       NCGS
 FB2340  HISTORY     - 1983     GOOD             NGS
 FB2340  HISTORY     - 19890731 GOOD             NCGS
 FB2340  HISTORY     - 19990722 GOOD             NCGS
 FB2340
 FB2340                          STATION DESCRIPTION
 FB2340
 FB2340'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2340'THE STATION IS LOCATED IN ALMOND COMMUNITY AND APPROXIMATELY 8.4 MILES
 FB2340'WEST-SOUTHWEST OF BRYSON CITY.
 FB2340'
 FB2340'TO REACH THE STATION FROM THE NC 28 BRIDGE OVER NANTAHALA RIVER FORK
 FB2340'OF FONTANA LAKE, PROCEED NORTHWEST AONG NC 28 FOR 1.15 MILES TO
 FB2340'STATION IN RIGHT SHOULDER, AND 0.3 MILE NORTHWEST OF ALMOND US POST
 FB2340'OFFICE, NEAR INTERSECTION WITH PRIVATE DRIVE LEADING DOWNWARD FROM
 FB2340'CURVE IN HIGHWAY.
 FB2340'
 FB2340'STATION MARK IS A STANDARD DISK STAMPED---ALMOND 1980---SET IN TOP OF
 FB2340'A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE.  THE MARK
 FB2340'IS 17.7 FEET NORTHEAST OF CENTERLINE OF NC 28, 153.5 FEET NORTHWEST OF
 FB2340'OF SIGN POST, 184.0 FEET NORTH-NORTHWEST OF INTERSECTION OF NC 28 AND
 FB2340'PRIVATE DRIVE.
 FB2340
 FB2340                          STATION RECOVERY (1983)
 FB2340
 FB2340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2340'0.55 KM (0.35 MI) NNW FROM ALMOND.
 FB2340'0.55 KM (0.35 MI) NORTH-NORTHWEST ALONG STATE HIGHWAY 28 FROM THE POST
 FB2340'OFFICE IN ALMOND TO THE MARK ON THE RIGHT, ON THE EAST SHOULDER OF THE
 FB2340'HIGHWAY, 5.49 METERS (18.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 FB2340'48.77 METERS (160.0 FT) NORTHWEST OF BM 6 JMS 4 1978.
 FB2340'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 FB2340'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2340
 FB2340                          STATION RECOVERY (1989)
 FB2340
 FB2340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2340'STATION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. LOCATED
 FB2340'13.50 M (44.29 FT) SOUTHEAST OF TELEPHONE POLE (311-30), AND 39.85 M
 FB2340'(130.74 FT) NORTHWEST OF TELEPHONE POLE AND PEDESTAL--BOTH WITH
 FB2340'REFERENCE TAGS.
 FB2340
 FB2340                          STATION RECOVERY (1999)
 FB2340
 FB2340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2118 ***********************************************************************
 FA2118  DESIGNATION -  ALMOND
 FA2118  PID         -  FA2118
 FA2118  STATE/COUNTY-  NC/STANLY
 FA2118  USGS QUAD   -  RICHFIELD (1993)
 FA2118
 FA2118                         *CURRENT SURVEY CONTROL
 FA2118  ___________________________________________________________________
 FA2118* NAD 83(2001)-  35 23 05.13074(N)    080 21 35.80596(W)     ADJUSTED  
 FA2118* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 FA2118  ___________________________________________________________________
 FA2118  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 FA2118  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA2118  HORZ ORDER  -  SECOND
 FA2118
 FA2118.The horizontal coordinates were established by classical geodetic methods
 FA2118.and adjusted by the National Geodetic Survey in August 2005.
 FA2118
 FA2118.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2118
 FA2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2118
 FA2118.The geoid height was determined by GEOID03.
 FA2118
 FA2118;                    North         East     Units Scale Factor Converg.
 FA2118;SPC NC       -   182,190.246   486,057.431   MT  0.99987528   -0 47 05.7
 FA2118;SPC NC       -   597,735.83  1,594,673.42   sFT  0.99987528   -0 47 05.7
 FA2118;UTM  17      - 3,915,900.705   558,131.667   MT  0.99964164   +0 22 14.3
 FA2118
 FA2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2118!SPC NC       -   0.99997475  x   0.99987528  =   0.99985003
 FA2118!UTM  17      -   0.99997475  x   0.99964164  =   0.99961640
 FA2118
 FA2118|---------------------------------------------------------------------|
 FA2118| PID    Reference Object                     Distance      Geod. Az  |
 FA2118|                                                           dddmmss.s |
 FA2118| FA2117 SHOE                                201.835 METERS 08555     |
 FA2118| FA2179 REGGIE                              APPROX. 1.5 KM 2700627.6 |
 FA2118|---------------------------------------------------------------------|
 FA2118
 FA2118                          SUPERSEDED SURVEY CONTROL
 FA2118
 FA2118  NAD 83(1986)-  35 23 05.14323(N)    080 21 35.81336(W) AD(       ) 2
 FA2118  NAD 27      -  35 23 04.63770(N)    080 21 36.58257(W) AD(       ) 2
 FA2118  NGVD 29 (07/19/86)  191.5    (m)          628.     (f) VERT ANG    3  
 FA2118
 FA2118.Superseded values are not recommended for survey control.
 FA2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2118.See file dsdata.txt to determine how the superseded data were derived.
 FA2118
 FA2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5813215901(NAD 83)
 FA2118_MARKER: DE = TRAVERSE STATION DISK
 FA2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2118_STAMPING: ALMOND 1974
 FA2118_MARK LOGO: NCGS  
 FA2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2118+STABILITY: SURFACE MOTION
 FA2118
 FA2118  HISTORY     - Date     Condition        Report By
 FA2118  HISTORY     - 1974     MONUMENTED       NCGS
 FA2118  HISTORY     - 19990305 GOOD             USPSQD
 FA2118
 FA2118                          STATION DESCRIPTION
 FA2118
 FA2118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2118'ALMOND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2118'THE VICINITY OF MOUNT PLEASANT, NORTH CAROLINA.
 FA2118'
 FA2118'ALMOND IS LOCATED APPROXIMATELY 4.4 MILES EAST OF MOUNT PLEASANT,
 FA2118'AND 9.6 MILES WEST OF ALBEMARLE.  TO REACH STATION FROM THE
 FA2118'STANLY - CABARRUS COUNTY LINE CROSSING OF NC 73, PROCEED EAST ALONG
 FA2118'NC 73 FOR 0.8 MILE TO STATION ON THE RIGHT, APPROXIMATELY 150 FEET
 FA2118'NE OF A ONE STORY BRICK HOUSE (ALMOND RESIDENCE).  AND 0.1 MILE
 FA2118'WEST OF INTERSECTION WITH SR 1234 AT FINGER.
 FA2118'
 FA2118'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2118'ALMOND 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2118'WHICH IS FLUSH WITH THE GROUND.
 FA2118'
 FA2118'MARK IS 26.0 FT S OF C/L OF NC 73
 FA2118'
 FA2118'95.6 FT E OF EAST END OF CONCRETE CULVERT UNDER ALMONDS DRIVEWAY
 FA2118'
 FA2118'54.7 FT NE OF 4 IN WELL PIPE
 FA2118'
 FA2118'146.1 FT NE OF NE CORNER OF BRICK HOUSE
 FA2118'
 FA2118'53.9 FT E OF PP WITH ALUMINUM REF. TAG
 FA2118
 FA2118                          STATION RECOVERY (1999)
 FA2118
 FA2118'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2864 ***********************************************************************
 EA2864  DESIGNATION -  ALMONT
 EA2864  PID         -  EA2864
 EA2864  STATE/COUNTY-  NC/NEW HANOVER
 EA2864  USGS QUAD   -  CASTLE HAYNE (1980)
 EA2864
 EA2864                         *CURRENT SURVEY CONTROL
 EA2864  ___________________________________________________________________
 EA2864* NAD 83(2001)-  34 15 34.87796(N)    077 57 25.87901(W)     ADJUSTED  
 EA2864* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 EA2864  ___________________________________________________________________
 EA2864  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 EA2864  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EA2864  HORZ ORDER  -  SECOND
 EA2864
 EA2864.The horizontal coordinates were established by classical geodetic methods
 EA2864.and adjusted by the National Geodetic Survey in August 2005.
 EA2864
 EA2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2864
 EA2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2864
 EA2864.The geoid height was determined by GEOID03.
 EA2864
 EA2864;                    North         East     Units Scale Factor Converg.
 EA2864;SPC NC       -    57,046.607   705,647.239   MT  1.00002121   +0 36 06.8
 EA2864;SPC NC       -   187,160.41  2,315,110.98   sFT  1.00002121   +0 36 06.8
 EA2864;UTM  18      - 3,794,908.272   227,699.258   MT  1.00051409   -1 39 56.7
 EA2864;UTM  17      - 3,795,140.960   780,187.664   MT  1.00056782   +1 42 50.6
 EA2864
 EA2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2864!SPC NC       -   1.00000545  x   1.00002121  =   1.00002666
 EA2864!UTM  18      -   1.00000545  x   1.00051409  =   1.00051954
 EA2864!UTM  17      -   1.00000545  x   1.00056782  =   1.00057327
 EA2864
 EA2864:                Primary Azimuth Mark                     Grid Az
 EA2864:SPC NC       -  YADKIN=Q 21                              276 10 04.9
 EA2864:UTM  18      -  YADKIN=Q 21                              278 26 08.4
 EA2864:UTM  17      -  YADKIN=Q 21                              275 03 21.1
 EA2864
 EA2864|---------------------------------------------------------------------|
 EA2864| PID    Reference Object                     Distance      Geod. Az  |
 EA2864|                                                           dddmmss.s |
 EA2864| EA0719 YADKIN=Q 21                         436.624 METERS 2764611.7 |
 EA2864|---------------------------------------------------------------------|
 EA2864
 EA2864                          SUPERSEDED SURVEY CONTROL
 EA2864
 EA2864  NAD 83(1986)-  34 15 34.89062(N)    077 57 25.89344(W) AD(       ) 2
 EA2864  NAD 27      -  34 15 34.27765(N)    077 57 26.93704(W) AD(       ) 2
 EA2864  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG    3  
 EA2864
 EA2864.Superseded values are not recommended for survey control.
 EA2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2864.See file dsdata.txt to determine how the superseded data were derived.
 EA2864
 EA2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2769994908(NAD 83)
 EA2864_MARKER: DE = TRAVERSE STATION DISK
 EA2864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2864_STAMPING: ALMONT 1968
 EA2864_MARK LOGO: NCGS  
 EA2864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2864+STABILITY: SURFACE MOTION
 EA2864
 EA2864  HISTORY     - Date     Condition        Report By
 EA2864  HISTORY     - 1968     MONUMENTED       NCGS
 EA2864  HISTORY     - 1978     SEE DESCRIPTION  NCDOT
 EA2864  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EA2864  HISTORY     - 1988     SEE DESCRIPTION  USPSQD
 EA2864  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 EA2864
 EA2864                          STATION DESCRIPTION
 EA2864
 EA2864'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2864'ALMONT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2864'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA2864'
 EA2864'ALMONT IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF THE CENTER
 EA2864'OF WILMINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTIONS
 EA2864'OF U.S. 421, 17, 74, 76 AND NC 133 AT WEST SIDE OF CAPE FEAR
 EA2864'RIVER, GO NORTHWEST ON U.S. 421 FOR 0.6 MILE TO RAILROAD AND
 EA2864'STATION.  WHICH IS IN THE NORTHWEST QUADRANT OF INTERSECTION
 EA2864'ON WEST SHOULDER OF U.S. 421.
 EA2864'
 EA2864'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA2864'ALMONT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2864'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA2864'
 EA2864'MARK IS
 EA2864'
 EA2864'21.0 FT NW OF C/L OF INTERSECTION OF N RAIL AND U.S. 421
 EA2864'
 EA2864'7.6 FT N OF N RAIL
 EA2864'
 EA2864'4.6 FT SSE OF METAL POST FOR RR CROSSING SIGNAL ON W SIDE OF
 EA2864'U.S. 421
 EA2864'
 EA2864'61.7 FT N OF NW END OF BRIDGE
 EA2864'
 EA2864'44.4 FT NE OF TP WITH ALUMINUM REF. TAG ON S SIDE OF RR
 EA2864'
 EA2864'48.2 FT NW OF METAL POST FOR RR CROSSING ON E SIDE OF U.S. 421
 EA2864
 EA2864                          STATION RECOVERY (1978)
 EA2864
 EA2864'RECOVERY NOTE BY 
NC DOT 1978 (JLH)
 EA2864'THE STATION WAS REPORTED DESTROYED FOR HIGHWAY CONSTRUCTION.  THE DISK
 EA2864'WAS REMOVED AT THIS TIME.
 EA2864
 EA2864                          STATION RECOVERY (1984)
 EA2864
 EA2864'RECOVERY NOTE BY US POWER SQUADRON 1984 (HWW)
 EA2864'STATION NOT RECOVERED.
 EA2864'
 EA2864'AN OVER-PASS FOR HWY. 421 HAS BEEN BUILT AT THIS INTERSECTION.
 EA2864'DETERMINED THE C/L OF OLD 421 AND THE R.R. TRACK FOR MEASUREMENTS
 EA2864'IN DESCRIPTION, BUT UNABLE TO LOCATE STATION.  APPARENTLY IT WAS
 EA2864'DESTROYED IN CONSTRUCTION OF THE OVER-PASS.
 EA2864
 EA2864                          STATION RECOVERY (1988)
 EA2864
 EA2864'RECOVERY NOTE BY US POWER SQUADRON 1988 (HW)
 EA2864'RECOVERED AS DESCRIBED.
 EA2864
 EA2864                          STATION RECOVERY (2004)
 EA2864
 EA2864'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4256 ***********************************************************************
 EZ4256  DESIGNATION -  ALNAR
 EZ4256  PID         -  EZ4256
 EZ4256  STATE/COUNTY-  NC/JOHNSTON
 EZ4256  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4256
 EZ4256                         *CURRENT SURVEY CONTROL
 EZ4256  ___________________________________________________________________
 EZ4256* NAD 83(2001)-  35 42 09.72183(N)    078 13 26.79834(W)     ADJUSTED  
 EZ4256* NAVD 88     -        79.7    (meters)     261.     (feet)  VERTCON   
 EZ4256  ___________________________________________________________________
 EZ4256  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EZ4256  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EZ4256  HORZ ORDER  -  SECOND
 EZ4256
 EZ4256.The horizontal coordinates were established by classical geodetic methods
 EZ4256.and adjusted by the National Geodetic Survey in August 2005.
 EZ4256
 EZ4256.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4256
 EZ4256.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4256
 EZ4256.The geoid height was determined by GEOID03.
 EZ4256
 EZ4256;                    North         East     Units Scale Factor Converg.
 EZ4256;SPC NC       -   216,890.225   679,812.402   MT  0.99990348   +0 26 52.2
 EZ4256;SPC NC       -   711,580.68  2,230,351.19   sFT  0.99990348   +0 26 52.2
 EZ4256;UTM  17      - 3,954,526.504   751,151.553   MT  1.00037735   +1 37 14.9
 EZ4256
 EZ4256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4256!SPC NC       -   0.99999288  x   0.99990348  =   0.99989636
 EZ4256!UTM  17      -   0.99999288  x   1.00037735  =   1.00037022
 EZ4256
 EZ4256:                Primary Azimuth Mark                     Grid Az
 EZ4256:SPC NC       -  MERLIN                                   234 39 35.2
 EZ4256:UTM  17      -  MERLIN                                   233 29 12.5
 EZ4256
 EZ4256|---------------------------------------------------------------------|
 EZ4256| PID    Reference Object                     Distance      Geod. Az  |
 EZ4256|                                                           dddmmss.s |
 EZ4256| EZ4218 MERLIN                              440.038 METERS 2350627.4 |
 EZ4256|---------------------------------------------------------------------|
 EZ4256
 EZ4256                          SUPERSEDED SURVEY CONTROL
 EZ4256
 EZ4256  NAD 83(1986)-  35 42 09.72678(N)    078 13 26.81030(W) AD(       ) 2
 EZ4256  NAD 27      -  35 42 09.15915(N)    078 13 27.82326(W) AD(       ) 2
 EZ4256  NGVD 29 (07/19/86)   80.0    (m)          262.     (f) VERT ANG    3  
 EZ4256
 EZ4256.Superseded values are not recommended for survey control.
 EZ4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4256.See file dsdata.txt to determine how the superseded data were derived.
 EZ4256
 EZ4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5115254527(NAD 83)
 EZ4256_MARKER: DE = TRAVERSE STATION DISK
 EZ4256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4256_STAMPING: ALNAR 1972
 EZ4256_MARK LOGO: NCGS  
 EZ4256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4256+STABILITY: SURFACE MOTION
 EZ4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4256+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 EZ4256
 EZ4256  HISTORY     - Date     Condition        Report By
 EZ4256  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4256  HISTORY     - 1987     GOOD             USPSQD
 EZ4256  HISTORY     - 20050627 GOOD             USPSQD
 EZ4256
 EZ4256                          STATION DESCRIPTION
 EZ4256
 EZ4256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4256'ALNAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4256'VICINITY OF STANCILS CHAPEL CROSSROADS, NORTH CAROLINA.
 EZ4256'
 EZ4256'ALNAR IS LOCATED APPROXIMATELY 1.7 MILES NNW OF STANCILS CHAPEL
 EZ4256'CROSSROADS AND 6.0 MILES SSW OF MIDDLESEX.  TO REACH STATION FROM
 EZ4256'THE INTERSECTION OF NC 222 AND NC 42 AT STANCILS CHAPEL, PROCEED
 EZ4256'NORTHWEST ALONG NC 222 FOR 1.6 MILES TO INTERSECTION WITH SR 1733
 EZ4256'(DIXIE CROSSROADS), THENCE NORTHEAST ALONG SR 1733 FOR 0.3
 EZ4256'MILE TO STATION ON LEFT SHOULDER, AND WNW OF ALVIN L. NARRON
 EZ4256'RESIDENCE.
 EZ4256'
 EZ4256'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ALNAR
 EZ4256'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ4256'INCHES BELOW THE GROUND.
 EZ4256'
 EZ4256'MARK IS
 EZ4256'13.5 FEET NNW OF C/L OF SR 1733.
 EZ4256'76.3 FEET WNW OF NE CORNER OF FOUNDATION OF PORCH.
 EZ4256'44.9 FEET WNW OF WESTERNMOST 22 INCH OAK TREE OF 3 IN FRONT OF
 EZ4256'HOUSE.  78.1 FEET NNE OF POWER SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ4256'49.8 FEET SE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ4256
 EZ4256                          STATION RECOVERY (1987)
 EZ4256
 EZ4256'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4256'RECOVERED IN GOOD CONDITION.
 EZ4256
 EZ4256                          STATION RECOVERY (2005)
 EZ4256
 EZ4256'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4256'N 35 42.161
 EZ4256'W 078 13.447
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6012 ***********************************************************************
 AH6012  DESIGNATION -  ALOE
 AH6012  PID         -  AH6012
 AH6012  STATE/COUNTY-  NC/GUILFORD
 AH6012  USGS QUAD   -  GUILFORD (1994)
 AH6012
 AH6012                         *CURRENT SURVEY CONTROL
 AH6012  ___________________________________________________________________
 AH6012* NAD 83(2007)-  36 04 33.82725(N)    079 54 14.59632(W)     ADJUSTED  
 AH6012* NAVD 88     -       286.983  (meters)     941.54   (feet)  ADJUSTED  
 AH6012  ___________________________________________________________________
 AH6012  EPOCH DATE  -        2002.00
 AH6012  X           -     904,750.187 (meters)                     COMP
 AH6012  Y           -  -5,081,321.249 (meters)                     COMP
 AH6012  Z           -   3,735,166.994 (meters)                     COMP
 AH6012  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 AH6012  ELLIP HEIGHT-         255.675 (meters)          (02/10/07) ADJUSTED
 AH6012  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AH6012  DYNAMIC HT  -         286.735 (meters)     940.73  (feet)  COMP
 AH6012
 AH6012  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6012  Type    PID    Designation                      North   East  Ellip
 AH6012  -------------------------------------------------------------------
 AH6012  NETWORK AH6012 ALOE                              1.02   0.92   1.74
 AH6012  -------------------------------------------------------------------
 AH6012  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 AH6012
 AH6012  VERT ORDER  -  SECOND    CLASS I
 AH6012
 AH6012.The horizontal coordinates were established by GPS observations
 AH6012.and adjusted by the National Geodetic Survey in February 2007.
 AH6012
 AH6012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6012.The horizontal coordinates are valid at the epoch date displayed above.
 AH6012.The epoch date for horizontal control is a decimal equivalence
 AH6012.of Year/Month/Day.
 AH6012
 AH6012.The orthometric height was determined by differential leveling
 AH6012.and adjusted in February 2001.
 AH6012.No vertical observational check was made to the station.
 AH6012
 AH6012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6012
 AH6012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6012
 AH6012.The ellipsoidal height was determined by GPS observations
 AH6012.and is referenced to NAD 83.
 AH6012
 AH6012.The geoid height was determined by GEOID03.
 AH6012
 AH6012.The dynamic height is computed by dividing the NAVD 88
 AH6012.geopotential number by the normal gravity value computed on the
 AH6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6012.degrees latitude (g = 980.6199 gals.).
 AH6012
 AH6012.The modeled gravity was interpolated from observed gravity values.
 AH6012
 AH6012;                    North         East     Units Scale Factor Converg.
 AH6012;SPC NC       -   258,411.176   528,169.759   MT  0.99997597   -0 31 18.5
 AH6012;SPC NC       -   847,804.00  1,732,836.95   sFT  0.99997597   -0 31 18.5
 AH6012;UTM  17      - 3,992,940.816   598,681.881   MT  0.99971999   +0 38 43.5
 AH6012
 AH6012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6012!SPC NC       -   0.99995987  x   0.99997597  =   0.99993584
 AH6012!UTM  17      -   0.99995987  x   0.99971999  =   0.99967988
 AH6012
 AH6012                          SUPERSEDED SURVEY CONTROL
 AH6012
 AH6012  NAD 83(2001)-  36 04 33.82754(N)    079 54 14.59611(W) AD(       ) 1
 AH6012  ELLIP H (03/13/03)  255.682  (m)                       GP(       ) 4 2
 AH6012  NAD 83(1986)-  36 04 33.83347(N)    079 54 14.60491(W) AD(       ) 1
 AH6012  NAVD 88 (12/15/98)  286.98   (m)          941.5    (f) LEVELING    3  
 AH6012
 AH6012.Superseded values are not recommended for survey control.
 AH6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6012.See file dsdata.txt to determine how the superseded data were derived.
 AH6012
 AH6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9868292941(NAD 83)
 AH6012_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6012_STAMPING: ALOE 1994
 AH6012_MARK LOGO: NCGS  
 AH6012_PROJECTION: FLUSH
 AH6012_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6012+STABILITY: SURFACE MOTION
 AH6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6012+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1999
 AH6012
 AH6012  HISTORY     - Date     Condition        Report By
 AH6012  HISTORY     - 1994     MONUMENTED       NCGS
 AH6012  HISTORY     - 19990312 GOOD             NCGS
 AH6012
 AH6012                          STATION DESCRIPTION
 AH6012
 AH6012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH6012'LOCATED ABOUT 6.25 MI (10.06 KM) WEST OF THE GREENSBORO COURTHOUSE, IN
 AH6012'GUILFORD COMMUNITY. ALONG US 421 BUSINESS (WEST MARKET STREET) FOR
 AH6012'0.35 MI (0.56 KM) WEST FROM SR 1546 (GUILFORD COLLEGE ROAD) TO ALOE
 AH6012'ROAD, IN THE SOUTHWEST QUADRANT OF THE T-INTERSECTION, BETWEEN THE
 AH6012'HIGHWAY AND THE RAILROAD. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE
 AH6012'STREET AND IS RECESSED 2 INCHES BELOW GROUND. LOCATED 35.4 FT (10.8 M)
 AH6012'SOUTH OF THE CENTERLINE OF MARKET STREET, 31.0 FT (9.4 M) WEST OF THE
 AH6012'CENTERLINE OF ALOE ROAD, 7.0 FT (2.1 M) NORTH OF THE NORTH RAIL, 62.4
 AH6012'FT (19.0 M) NORTH OF A FIRE HYDRANT AND 34.7 FT (10.6 M) NORTHEAST OF
 AH6012'THE NORTHEAST CORNER OF A CONTROL BOX.
 AH6012
 AH6012                          STATION RECOVERY (1999)
 AH6012
 AH6012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999
 AH6012'STATION IS LOCATED IN GUILFORD COMMUNITY OF GREENSBORO, ABOUT 6.25 MI
 AH6012'(10.06 KM) WEST OF THE COURTHOUSE. ALONG US 421 BUSINESS (WEST MARKET
 AH6012'ST) FOR 0.35 MI (0.56 KM) WEST FROM SR1546 (GUILFORD COLLEGE
 AH6012'CROSSROADS) TO ALOE ROAD, IN THE SOUTHWEST QUADRANT OF THE
 AH6012'T-INTERSECTION BETWEEN THE HIGHWAY AND THE RAILROAD. MARK IS ABOUT
 AH6012'1-FOOT HIGHER THAN STREET AND IS RECESSED 2 INCHES BELOW THE GROUND.
 AH6012'LOCATED 35.4 FT (10.8 M) SOUTH OF THE CENTERLINE OF MARKET STREET,
 AH6012'31.0 FT (9.4 M) WEST OF THE CENTERLINE OF ALOE ROAD, 7.0 FT (2.1 M)
 AH6012'NORTH OF THE NORTH RAIL, 9.9 FT (3.0 M) SOUTHWEST OF THE SOUTHWEST
 AH6012'ANCHOR BOLT OF A METAL RAILROAD CROSSING SIGNAL, 62.4 FT (19.0 M)
 AH6012'NORTH OF A FIRE HYDRANT, AND 34.7 FT (10.6 M) NORTHEAST OF THE
 AH6012'NORTHEAST CORNER OF A CONTROL BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2467 ***********************************************************************
 EB2467  DESIGNATION -  ALOIS
 EB2467  PID         -  EB2467
 EB2467  STATE/COUNTY-  NC/BLADEN
 EB2467  USGS QUAD   -  DUBLIN (1987)
 EB2467
 EB2467                         *CURRENT SURVEY CONTROL
 EB2467  ___________________________________________________________________
 EB2467* NAD 83(2001)-  34 38 43.54225(N)    078 41 16.61218(W)     ADJUSTED  
 EB2467* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 EB2467  ___________________________________________________________________
 EB2467  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 EB2467  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EB2467  HORZ ORDER  -  SECOND
 EB2467
 EB2467.The horizontal coordinates were established by classical geodetic methods
 EB2467.and adjusted by the National Geodetic Survey in August 2005.
 EB2467
 EB2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2467
 EB2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2467
 EB2467.The geoid height was determined by GEOID03.
 EB2467
 EB2467;                    North         East     Units Scale Factor Converg.
 EB2467;SPC NC       -    99,376.225   638,208.125   MT  0.99992819   +0 10 48.4
 EB2467;SPC NC       -   326,036.83  2,093,854.49   sFT  0.99992819   +0 10 48.4
 EB2467;UTM  17      - 3,836,154.958   711,905.132   MT  1.00015349   +1 18 53.6
 EB2467
 EB2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2467!SPC NC       -   0.99999876  x   0.99992819  =   0.99992695
 EB2467!UTM  17      -   0.99999876  x   1.00015349  =   1.00015225
 EB2467
 EB2467:                Primary Azimuth Mark                     Grid Az
 EB2467:SPC NC       -  CYCLE                                    103 43 10.6
 EB2467:UTM  17      -  CYCLE                                    102 35 05.4
 EB2467
 EB2467|---------------------------------------------------------------------|
 EB2467| PID    Reference Object                     Distance      Geod. Az  |
 EB2467|                                                           dddmmss.s |
 EB2467| EB2465 CYCLE                               APPROX. 0.9 KM 1035359.0 |
 EB2467|---------------------------------------------------------------------|
 EB2467
 EB2467                          SUPERSEDED SURVEY CONTROL
 EB2467
 EB2467  NAD 83(1986)-  34 38 43.55173(N)    078 41 16.62247(W) AD(       ) 2
 EB2467  NAD 27      -  34 38 42.93624(N)    078 41 17.56237(W) AD(       ) 2
 EB2467  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG    3  
 EB2467
 EB2467.Superseded values are not recommended for survey control.
 EB2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2467.See file dsdata.txt to determine how the superseded data were derived.
 EB2467
 EB2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1190536155(NAD 83)
 EB2467_MARKER: DE = TRAVERSE STATION DISK
 EB2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2467_STAMPING: ALOIS 1973
 EB2467_MARK LOGO: NCGS  
 EB2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2467+STABILITY: SURFACE MOTION
 EB2467
 EB2467  HISTORY     - Date     Condition        Report By
 EB2467  HISTORY     - 1973     MONUMENTED       NCGS
 EB2467
 EB2467                          STATION DESCRIPTION
 EB2467
 EB2467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2467'ALOIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2467'VICINITY OF DUBLIN, NORTH CAROLINA.
 EB2467'
 EB2467'ALOIS IS LOCATED APPROXIMATELY 2.3 MILES SE OF DUBLIN, AND 4.8 MILES
 EB2467'WNW OF ELIZABETHTOWN.  TO REACH STATION FROM CENTER OF INTERSECTION
 EB2467'OF NC.87 AND 41 SE OF DUBLIN.  GO EAST ON NC 87 AND 41 FOR 1.0 MILE
 EB2467'TO STATION ON THE LEFT SHOULDER.  0.95 MILE WEST OF INTERSECTION
 EB2467'WITH SR 1155 (SOUTH) AND SR 1336 NORTH.
 EB2467'
 EB2467'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALOIS
 EB2467'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 4 INCHES BELOW THE
 EB2467'SURFACE OF THE GROUND.
 EB2467'
 EB2467'MARK IS
 EB2467'
 EB2467'18.0 FEET N OF C/L OF NC 87 AND 41.
 EB2467'36.3 FEET W OF 4 INCH X 4 INCH SPEED LIMIT SIGN W/ALUMINUM REF.
 EB2467'TAG.
 EB2467'55.1 FEET S OF PP NO. 929 W/ALUMINUM REF. TAG.
 EB2467'28.2 FEET SSE OF 8 INCH OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2642 ***********************************************************************
 FY2642  DESIGNATION -  ALONG
 FY2642  PID         -  FY2642
 FY2642  STATE/COUNTY-  NC/FRANKLIN
 FY2642  USGS QUAD   -  INGLESIDE (1979)
 FY2642
 FY2642                         *CURRENT SURVEY CONTROL
 FY2642  ___________________________________________________________________
 FY2642* NAD 83(2001)-  36 14 43.98147(N)    078 19 37.12135(W)     ADJUSTED  
 FY2642* NAVD 88     -       146.8    (meters)     482.     (feet)  VERTCON   
 FY2642  ___________________________________________________________________
 FY2642  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 FY2642  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 FY2642  HORZ ORDER  -  SECOND
 FY2642
 FY2642.The horizontal coordinates were established by classical geodetic methods
 FY2642.and adjusted by the National Geodetic Survey in August 2005.
 FY2642
 FY2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2642
 FY2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2642
 FY2642.The geoid height was determined by GEOID03.
 FY2642
 FY2642;                    North         East     Units Scale Factor Converg.
 FY2642;SPC NC       -   277,052.064   670,095.603   MT  1.00002297   +0 23 18.4
 FY2642;SPC NC       -   908,961.65  2,198,471.99   sFT  1.00002297   +0 23 18.4
 FY2642;UTM  17      - 4,014,498.180   740,190.488   MT  1.00031088   +1 34 52.2
 FY2642
 FY2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2642!SPC NC       -   0.99998216  x   1.00002297  =   1.00000513
 FY2642!UTM  17      -   0.99998216  x   1.00031088  =   1.00029303
 FY2642
 FY2642|---------------------------------------------------------------------|
 FY2642| PID    Reference Object                     Distance      Geod. Az  |
 FY2642|                                                           dddmmss.s |
 FY2642| FY2605 EPSOM                               286.029 METERS 16956     |
 FY2642| FY2643 LIBERTY                             489.297 METERS 3000014.6 |
 FY2642|---------------------------------------------------------------------|
 FY2642
 FY2642                          SUPERSEDED SURVEY CONTROL
 FY2642
 FY2642  NAD 83(1993)-  36 14 43.98386(N)    078 19 37.12575(W) AD(       ) 2
 FY2642  NAD 83(1986)-  36 14 43.98218(N)    078 19 37.13210(W) AD(       ) 2
 FY2642  NAD 27      -  36 14 43.44909(N)    078 19 38.14861(W) AD(       ) 2
 FY2642  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG    3  
 FY2642
 FY2642.Superseded values are not recommended for survey control.
 FY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2642.See file dsdata.txt to determine how the superseded data were derived.
 FY2642
 FY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4019014498(NAD 83)
 FY2642_MARKER: DE = TRAVERSE STATION DISK
 FY2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2642_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2642+STABILITY: SURFACE MOTION
 FY2642
 FY2642  HISTORY     - Date     Condition        Report By
 FY2642  HISTORY     - 1976     MONUMENTED       NCGS
 FY2642
 FY2642                          STATION DESCRIPTION
 FY2642
 FY2642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2642'ALONG IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE
 FY2642'VICINITY OF EPSOM, NORTH CAROLINA, APPROXIMATELY 0.05 MILE EAST OF THE
 FY2642'CROSSROADS AT EPSOM, AT THE SOUTHEAST SIDE OF AGNES LONGS YARD WITH A
 FY2642'MOBILE HOME, AND ON THE PROLONGATION OF THE SOUTHEAST SIDE OF A BLOCK
 FY2642'PUMP HOUSE.
 FY2642'
 FY2642'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALONG 1976---, SET IN
 FY2642'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2642'SURFACE OF THE GROUND.  THE MARK IS 206.0 FEET SOUTHEAST OF THE
 FY2642'CENTERLINE OF SR 1523, 35.2 FEET SOUTHWEST OF SOUTH CORNER OF BLOCK
 FY2642'PUMP HOUSE, 74.8 FEET SOUTH OF SOUTHWEST CORNER OF MOBILE HOME, 89.0
 FY2642'FEET NORTHEAST OF SOUTHEAST CORNER OF TWO STORY BRICK AND FRAME HOUSE,
 FY2642'AND 75.3 FEET EAST-NORTHEAST OF SERVICE POLE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1661 ***********************************************************************
 EA1661  DESIGNATION -  ALPHA
 EA1661  PID         -  EA1661
 EA1661  STATE/COUNTY-  NC/CARTERET
 EA1661  USGS QUAD   -  MERRIMON (1983)
 EA1661
 EA1661                         *CURRENT SURVEY CONTROL
 EA1661  ___________________________________________________________________
 EA1661* NAD 83(2001)-  34 58 05.66280(N)    076 40 38.33370(W)     ADJUSTED  
 EA1661* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1661  ___________________________________________________________________
 EA1661  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EA1661  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1661  HORZ ORDER  -  THIRD
 EA1661
 EA1661.The horizontal coordinates were established by classical geodetic methods
 EA1661.and adjusted by the National Geodetic Survey in August 2005.
 EA1661
 EA1661.The orthometric height was scaled from a topographic map.
 EA1661
 EA1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1661
 EA1661.The geoid height was determined by GEOID03.
 EA1661
 EA1661;                    North         East     Units Scale Factor Converg.
 EA1661;SPC NC       -   137,620.647   821,672.991   MT  0.99988476   +1 20 26.1
 EA1661;SPC NC       -   451,510.41  2,695,772.14   sFT  0.99988476   +1 20 26.1
 EA1661;UTM  18      - 3,870,805.749   346,875.554   MT  0.99988898   -0 57 41.4
 EA1661
 EA1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1661!SPC NC       -   1.00000578  x   0.99988476  =   0.99989054
 EA1661!UTM  18      -   1.00000578  x   0.99988898  =   0.99989476
 EA1661
 EA1661:                Primary Azimuth Mark                     Grid Az
 EA1661:SPC NC       -  GARBACON SHOAL BEACON PAMLICO            016 16 47.6
 EA1661:UTM  18      -  GARBACON SHOAL BEACON PAMLICO            018 34 55.1
 EA1661
 EA1661|---------------------------------------------------------------------|
 EA1661| PID    Reference Object                     Distance      Geod. Az  |
 EA1661|                                                           dddmmss.s |
 EA1661| EY3602 GARBACON SHOAL BEACON PAMLICO       APPROX. 4.5 KM 0173713.7 |
 EA1661| EA3158 ALPHA RM 3                                         02319     |
 EA1661| EA3159 ALPHA RM 4                                         12011     |
 EA1661| EA1698 SMOKE STACK                         APPROX. 1.9 KM 1844510.1 |
 EA1661| EA1659 ADAMS CREEK ENTRANCE BEACON         APPROX. 0.7 KM 2222017.1 |
 EA1661| EA1685 GREAT NECK POINT                    APPROX. 3.1 KM 2411249.5 |
 EA1661| EY3617 SAND BEACH 2                        APPROX. 5.1 KM 3211941.1 |
 EA1661| EY3621 ORIENTAL LIGHT                      APPROX. 6.0 KM 3411821.8 |
 EA1661| EY3611 ORIENTAL RED SMOKE STACK            APPROX. 6.7 KM 3415656.2 |
 EA1661| EY3612 ORIENTAL SAWMILL BLACK TOWER        APPROX. 6.8 KM 3423519.0 |
 EA1661| EY3613 ORIENTAL SQUARE CHURCH STEEPLE      APPROX. 6.8 KM 3450151.0 |
 EA1661|---------------------------------------------------------------------|
 EA1661
 EA1661                          SUPERSEDED SURVEY CONTROL
 EA1661
 EA1661  NAD 83(1986)-  34 58 05.67457(N)    076 40 38.34347(W) AD(       ) 3
 EA1661  NAD 27      -  34 58 05.09200(N)    076 40 39.59400(W) AD(       ) 3
 EA1661
 EA1661.Superseded values are not recommended for survey control.
 EA1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1661.See file dsdata.txt to determine how the superseded data were derived.
 EA1661
 EA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4687670806(NAD 83)
 EA1661
 EA1661  HISTORY     - Date     Condition        Report By
 EA1661  HISTORY     - 1911     MONUMENTED       USE
 EA1661  HISTORY     - 1920     POOR             CGS
 EA1661  HISTORY     - 1932     MARK NOT FOUND   CGS
 EA1661  HISTORY     - 1947     MARK NOT FOUND   CGS
 EA1661
 EA1661                          STATION DESCRIPTION
 EA1661
 EA1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 EA1661'THIS STATION IS ON THE S SIDE OF NEUSE RIVER, ON THE POINT AT
 EA1661'THE E END OF ENTRANCE TO ADAMS CREEK, ABOUT 100 YARDS S FROM
 EA1661'THE TIP OF THE POINT OR 350 YARDS N OF A SMALL STREAM RUNNING
 EA1661'OUT OF THE ADJACENT MARSH, ON A NARROW SANDY STRIP OF FIRM LAND
 EA1661'AT THE OUTER EDGE OF THE MARSH, ABOUT 6 FEET BACK FROM THE
 EA1661'SHORE LINE.  ABOUT 100 FEET INLAND, THE HIGHEST GROUND IS
 EA1661'COVERED WITH PINE AND OAK TREES AND 70 YARDS TO THE EASTWARD
 EA1661'WHERE THE SHORE CURVES TO THE E THE WOODS EXTEND ACROSS THE
 EA1661'SAND STRIP TO THE WATER.  THE STATION WAS ORIGINALLY
 EA1661'ESTABLISHED BY U.S. ENGINEERS AND MARKED BY A 1 1/2-INCH
 EA1661'GALVANIZED-IRON PIPE EXTENDING 8 INCHES ABOVE THE SAND WITH
 EA1661'A WOODEN PLUG AND NAIL IN THE END.  TWO LARGE PINE TREES,
 EA1661'EACH 4 FEET IN CIRCUMFERENCE, WERE BLAZED AS WITNESS MARKS IN
 EA1661'1911.  WITNESS MARK NO.1 IS A 60D WIRE NAIL IN THE
 EA1661'CENTER OF A BLAZE 8 INCHES SQUARE, 3 FEET ABOVE THE GROUND,
 EA1661'115 FEET FROM THE STATION IN AN EASTERLY DIRECTION.  WITNESS
 EA1661'MARK NO.2 IS A 60D NAIL IN THE CENTER OF A BLAZE 7 INCHES
 EA1661'SQUARE, 3 FEET ABOVE THE GROUND 121.8 FEET FROM THE STATION IN
 EA1661'A DIRECTION N BY E.  IN 1920 THE STATION WAS FOUND JUST
 EA1661'AT THE EDGE OF THE WATER UNDER ORDINARY CONDITIONS BUT AWASH
 EA1661'WITH ON-SHORE WINDS.  THE PIPE MARKING THE STATION WAS BADLY
 EA1661'CORRODED AND THE PART ABOVE GROUND BENT TO THE SW.  TWO NEW
 EA1661'REFERENCE MARKS, CONSISTING OF BRONZE TABLETS SET IN TILES
 EA1661'AND CONCRETE,  WERE ESTABLISHED ON
 EA1661'THE SANDY STRIP OF LAND, ONE 58.52 METERS (192.0 FEET)
 EA1661'FROM THE STATION N 23 DEG 19 MIN E AND THE OTHER
 EA1661'11.52 METERS (37.8 FEET) FROM THE STATION S 59
 EA1661'DEG 49 MIN E.
 EA1661
 EA1661                          STATION RECOVERY (1932)
 EA1661
 EA1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1661'THE SHORE LINE IS BADLY ERODED.  FOUND TWO REFERENCE MARKS
 EA1661'LYING ON GROUND WHICH HAS APPARENTLY BEEN WASHED OUT.  THE
 EA1661'STATION MARK COULD NOT BE FOUND.
 EA1661
 EA1661                          STATION RECOVERY (1947)
 EA1661
 EA1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1661'TWO MONUMENTS WERE FOUND IN THE VICINITY OF THE STATION BUT THE
 EA1661'DISKS WERE NOT IN PLACE AND COULD NOT BE IDENTIFIED.  THE AREA
 EA1661'HAS ERODED CONSIDERABLY AND IT IS RECOMMENDED THE STATION BE
 EA1661'CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5464 ***********************************************************************
 EZ5464  DESIGNATION -  ALPHA
 EZ5464  PID         -  EZ5464
 EZ5464  STATE/COUNTY-  NC/DURHAM
 EZ5464  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ5464
 EZ5464                         *CURRENT SURVEY CONTROL
 EZ5464  ___________________________________________________________________
 EZ5464* NAD 83(2001)-  35 53 48.60404(N)    078 53 49.83301(W)     ADJUSTED  
 EZ5464* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 EZ5464  ___________________________________________________________________
 EZ5464  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 EZ5464  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 EZ5464  HORZ ORDER  -  SECOND
 EZ5464
 EZ5464.The horizontal coordinates were established by classical geodetic methods
 EZ5464.and adjusted by the National Geodetic Survey in August 2005.
 EZ5464
 EZ5464.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5464
 EZ5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5464
 EZ5464.The geoid height was determined by GEOID03.
 EZ5464
 EZ5464;                    North         East     Units Scale Factor Converg.
 EZ5464;SPC NC       -   238,159.086   618,883.689   MT  0.99993585   +0 03 33.6
 EZ5464;SPC NC       -   781,360.27  2,030,454.24   sFT  0.99993585   +0 03 33.6
 EZ5464;UTM  17      - 3,974,548.478   689,782.507   MT  1.00004383   +1 13 59.9
 EZ5464
 EZ5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5464!SPC NC       -   0.99999249  x   0.99993585  =   0.99992834
 EZ5464!UTM  17      -   0.99999249  x   1.00004383  =   1.00003632
 EZ5464
 EZ5464:                Primary Azimuth Mark                     Grid Az
 EZ5464:SPC NC       -  LOWES                                    012 21 58.5
 EZ5464:UTM  17      -  LOWES                                    011 11 32.2
 EZ5464
 EZ5464|---------------------------------------------------------------------|
 EZ5464| PID    Reference Object                     Distance      Geod. Az  |
 EZ5464|                                                           dddmmss.s |
 EZ5464| EZ5492 LOWES                               APPROX. 0.7 KM 0122532.1 |
 EZ5464| EZ5469 BRAVO                               APPROX. 0.5 KM 1755959.4 |
 EZ5464|---------------------------------------------------------------------|
 EZ5464
 EZ5464                          SUPERSEDED SURVEY CONTROL
 EZ5464
 EZ5464  NAD 83(1986)-  35 53 48.61041(N)    078 53 49.84051(W) AD(       ) 2
 EZ5464  NAD 27      -  35 53 48.08781(N)    078 53 50.81663(W) AD(       ) 2
 EZ5464  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG    3  
 EZ5464
 EZ5464.Superseded values are not recommended for survey control.
 EZ5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5464.See file dsdata.txt to determine how the superseded data were derived.
 EZ5464
 EZ5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8978374548(NAD 83)
 EZ5464_MARKER: DE = TRAVERSE STATION DISK
 EZ5464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5464_STAMPING: ALPHA 1961
 EZ5464_MARK LOGO: NCGS  
 EZ5464_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5464+STABILITY: SURFACE MOTION
 EZ5464
 EZ5464  HISTORY     - Date     Condition        Report By
 EZ5464  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5464  HISTORY     - 19880101 GOOD             NCGS
 EZ5464  HISTORY     - 20021127 MARK NOT FOUND   INDIV
 EZ5464
 EZ5464                          STATION DESCRIPTION
 EZ5464
 EZ5464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5464'ALPHA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5464'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5464'
 EZ5464'ALPHA IS LOCATED APPROXIMATELY 6.8 MILES SOUTH OF DURHAM, N.C.
 EZ5464'AND 6.5 MILES WNW OF RALEIGH-DURHAM AIRPORT.  TO REACH STATION
 EZ5464'PROCEED FROM THE INTERSECTION OF NC 55 AND NC 54 SOUTH ON NC 55
 EZ5464'FOR 0.4 MILES TO STATION.  THE STATION IS LOCATED ON THE WEST
 EZ5464'BANK OF NC 55 AT SOUTHEAST CORNER OF WOODS AND NORTHEAST EDGE OF
 EZ5464'FIELD.
 EZ5464'
 EZ5464'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE
 EZ5464'DISK, STAMPED ALPHA 1961, WHICH IS 1 INCH ABOVE THE SURFACE OF
 EZ5464'THE GROUND.
 EZ5464'
 EZ5464'MARK IS
 EZ5464'
 EZ5464'42.7 FT NW OF C/L OF NC 55
 EZ5464'
 EZ5464'20.8 FT S OF 10 INCH OAK TREE WITH ALUMINUM REF. TAG AT EDGE OF
 EZ5464'WOODS
 EZ5464'
 EZ5464'20.7 FT NE OF 14 INCH OAK TREE WITH ALUMINUM REF. TAG, THE SE
 EZ5464'TREE OF WOODS
 EZ5464
 EZ5464                          STATION RECOVERY (1988)
 EZ5464
 EZ5464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ5464'RECOVERED AS DESCRIBED.  MARK IS FLUSH WITH GROUND. LOCATED 46.4 M
 EZ5464'(152.2 FT) SOUTHWEST OF SOUTH END OF A DRIVEWAY CULVERT EAST--AND 6.3
 EZ5464'M (20.7 FT) SOUTH-SOUTHEAST OF A 24-INCH OAK, 6.3 M (20.7 FT) EAST OF
 EZ5464'ANOTHER 24-INCH OAK--BOTH WITH REFERENCE TAGS.
 EZ5464
 EZ5464                          STATION RECOVERY (2002)
 EZ5464
 EZ5464'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 EZ5464'I WAS UNABLE TO LOCATE THIS MARK, IF IT EXISTS AT THIS LOCATION.
 EZ5464'WOODS AND TREES DESCRIBED IN ORIGINAL REPORT(S) ARE GONE DUE TO
 EZ5464'DEVELOPMENT ALONG HWY 55. COORDINATES LED ME TO A ROUND BALL-SHAPED
 EZ5464'PIECE OF WELL-ANCHORED METAL, WHICH HAS NO MARKINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2419 ***********************************************************************
 FY2419  DESIGNATION -  ALPHA
 FY2419  PID         -  FY2419
 FY2419  STATE/COUNTY-  NC/ROCKINGHAM
 FY2419  USGS QUAD   -  MAYODAN (1977)
 FY2419
 FY2419                         *CURRENT SURVEY CONTROL
 FY2419  ___________________________________________________________________
 FY2419* NAD 83(2001)-  36 29 11.34673(N)    079 55 30.09348(W)     ADJUSTED  
 FY2419* NAVD 88     -       264.3    (meters)     867.     (feet)  VERTCON   
 FY2419  ___________________________________________________________________
 FY2419  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 FY2419  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FY2419  HORZ ORDER  -  SECOND
 FY2419
 FY2419.The horizontal coordinates were established by classical geodetic methods
 FY2419.and adjusted by the National Geodetic Survey in August 2005.
 FY2419
 FY2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2419
 FY2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2419
 FY2419.The geoid height was determined by GEOID03.
 FY2419
 FY2419;                    North         East     Units Scale Factor Converg.
 FY2419;SPC NC       -   303,970.415   526,705.224   MT  1.00010498   -0 32 02.0
 FY2419;SPC NC       -   997,276.27  1,728,032.06   sFT  1.00010498   -0 32 02.0
 FY2419;SPC VA S     - 1,017,959.976 3,372,305.021   MT  1.00006266   -0 51 53.6
 FY2419;SPC VA S     - 3,339,757.02 11,063,970.72   sFT  1.00006266   -0 51 53.6
 FY2419;UTM  17      - 4,038,446.121   596,287.981   MT  0.99971423   +0 38 21.4
 FY2419
 FY2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2419!SPC NC       -   0.99996367  x   1.00010498  =   1.00006865
 FY2419!SPC VA S     -   0.99996367  x   1.00006266  =   1.00002633
 FY2419!UTM  17      -   0.99996367  x   0.99971423  =   0.99967791
 FY2419
 FY2419:                Primary Azimuth Mark                     Grid Az
 FY2419:SPC NC       -  SIDE                                     001 00 58.9
 FY2419:SPC VA S     -  SIDE                                     001 20 50.5
 FY2419:UTM  17      -  SIDE                                     359 50 35.5
 FY2419
 FY2419|---------------------------------------------------------------------|
 FY2419| PID    Reference Object                     Distance      Geod. Az  |
 FY2419|                                                           dddmmss.s |
 FY2419| FY2431 SIDE                                485.237 METERS 0002856.9 |
 FY2419| FY2426 JESSE                               APPROX. 0.6 KM 1692321.4 |
 FY2419|---------------------------------------------------------------------|
 FY2419
 FY2419                          SUPERSEDED SURVEY CONTROL
 FY2419
 FY2419  NAD 83(1993)-  36 29 11.34999(N)    079 55 30.09562(W) AD(       ) 2
 FY2419  NAD 83(1986)-  36 29 11.35452(N)    079 55 30.09521(W) AD(       ) 2
 FY2419  NAD 27      -  36 29 10.85476(N)    079 55 30.94381(W) AD(       ) 2
 FY2419  NGVD 29 (07/19/86)  264.5    (m)          868.     (f) VERT ANG    3  
 FY2419
 FY2419.Superseded values are not recommended for survey control.
 FY2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2419.See file dsdata.txt to determine how the superseded data were derived.
 FY2419
 FY2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9628838446(NAD 83)
 FY2419_MARKER: DE = TRAVERSE STATION DISK
 FY2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2419_STAMPING: ALPHA 1969
 FY2419_MARK LOGO: NCGS  
 FY2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2419+STABILITY: SURFACE MOTION
 FY2419
 FY2419  HISTORY     - Date     Condition        Report By
 FY2419  HISTORY     - 1969     MONUMENTED       NCGS
 FY2419  HISTORY     - 1990     GOOD             USPSQD
 FY2419
 FY2419                          STATION DESCRIPTION
 FY2419
 FY2419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2419'ALPHA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2419'THE VICINITY OF STONEVILLE, NORTH CAROLINA.
 FY2419'
 FY2419'ALPHA IS LOCATED APPROXIMATELY 1.6 MILES NNW OF STONEVILLE.  TO
 FY2419'REACH STATION PROCEED FROM THE INTERSECTION OF NC 770 AND
 FY2419'U.S. 220 BYPASS APPROXIMATELY 1.4 MILES WEST OF STONEVILLE, GO
 FY2419'NORTH ON U.S. 220 BYPASS FOR 1.1 MILE TO INTERSECTION OF U.S. 220
 FY2419'BYPASS AND SR 1391, CONTINUE ON U.S. 220 BYPASS FOR 0.3 MILE TO
 FY2419'STATION ON LEFT, DIRECTLY ACROSS FROM LARGE VALLEY.
 FY2419'
 FY2419'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2419'ALPHA 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2419'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2419'
 FY2419'MARK IS 64.1 FT ENE OF 6 INCH CEDAR WITH ALUMINUM REF. TAG
 FY2419'
 FY2419'56.1 FT E OF 4 INCH OAK WITH ALUMINUM REF. TAG
 FY2419'
 FY2419'52.6 FT E OF 6 INCH OAK WITH ALUMINUM REF. TAG
 FY2419'
 FY2419'22.3 FT W OF C/L OF U.S. 220 BYPASS
 FY2419'
 FY2419'103.1 FT SE OF END POST OF GUARD RAIL ON E SIDE OF ROAD
 FY2419
 FY2419                          STATION RECOVERY (1990)
 FY2419
 FY2419'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FY2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8251 ***********************************************************************
 AF8251  DESIGNATION -  ALPHA
 AF8251  PID         -  AF8251
 AF8251  STATE/COUNTY-  NC/RUTHERFORD
 AF8251  USGS QUAD   -  DYSARTSVILLE (1993)
 AF8251
 AF8251                         *CURRENT SURVEY CONTROL
 AF8251  ___________________________________________________________________
 AF8251* NAD 83(2001)-  35 30 06.23258(N)    081 51 42.51240(W)     ADJUSTED  
 AF8251* NAVD 88     -       310.1    (meters)    1017.     (feet)  VERT ANG  
 AF8251  ___________________________________________________________________
 AF8251  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AF8251  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AF8251  HORZ ORDER  -  SECOND
 AF8251
 AF8251.The horizontal coordinates were established by classical geodetic methods
 AF8251.and adjusted by the National Geodetic Survey in August 2005.
 AF8251
 AF8251.The orthometric height was determined by vertical angle observations.
 AF8251
 AF8251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8251
 AF8251.The geoid height was determined by GEOID03.
 AF8251
 AF8251;                    North         East     Units Scale Factor Converg.
 AF8251;SPC NC       -   198,062.268   350,023.180   MT  0.99988208   -1 39 06.3
 AF8251;SPC NC       -   649,809.29  1,148,367.72   sFT  0.99988208   -1 39 06.3
 AF8251;UTM  17      - 3,929,026.839   421,840.580   MT  0.99967528   -0 30 01.8
 AF8251
 AF8251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8251!SPC NC       -   0.99995633  x   0.99988208  =   0.99983842
 AF8251!UTM  17      -   0.99995633  x   0.99967528  =   0.99963163
 AF8251
 AF8251                          SUPERSEDED SURVEY CONTROL
 AF8251
 AF8251  NAD 83(1986)-  35 30 06.24371(N)    081 51 42.51099(W) AD(       ) 2
 AF8251
 AF8251.Superseded values are not recommended for survey control.
 AF8251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8251.See file dsdata.txt to determine how the superseded data were derived.
 AF8251
 AF8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2184129027(NAD 83)
 AF8251_MARKER: DE = TRAVERSE STATION DISK
 AF8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8251_STAMPING: ALPHA 1983
 AF8251_MARK LOGO: NCGS  
 AF8251_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8251+STABILITY: SURFACE MOTION
 AF8251
 AF8251  HISTORY     - Date     Condition        Report By
 AF8251  HISTORY     - 1983     MONUMENTED       NCGS
 AF8251
 AF8251                          STATION DESCRIPTION
 AF8251
 AF8251'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8251'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI)  NORTH-NORTHWEST OF LANES
 AF8251'STORE AND 17.4 KM (10.80 MI)  NORTHEAST OF RUTHERFORDTON. ALONG US 64
 AF8251'FOR 11.3 KM (7.00 MI)  NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR
 AF8251'0.5 KM (0.30 MI)  SOUTHWEST OF SR 1701, IN WEST SHOULDER. MARK IS
 AF8251'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH US 64.  LOCATED 5.12 M
 AF8251'(16.80 FT)  NORTH-NORTHWEST OF THE CENTERLINE OF US 64, 3.90 M (12.80
 AF8251'FT)  EAST OF MAIL BOX POST, 8.96 M (29.40 FT)  SOUTH OF 12-INCH PINE,
 AF8251'AND 5.94 M (19.49 FT)  EAST-SOUTHEAST OF TELEPHONE POLE AT PEDESTAL
 AF8251'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6449 ***********************************************************************
 AI6449  DESIGNATION -  ALPHA
 AI6449  PID         -  AI6449
 AI6449  STATE/COUNTY-  NC/WAYNE
 AI6449  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 AI6449
 AI6449                         *CURRENT SURVEY CONTROL
 AI6449  ___________________________________________________________________
 AI6449* NAD 83(2007)-  35 24 46.84356(N)    078 00 47.98315(W)     ADJUSTED  
 AI6449* NAVD 88     -        22.803  (meters)      74.81   (feet)  ADJUSTED  
 AI6449  ___________________________________________________________________
 AI6449  EPOCH DATE  -        2002.00
 AI6449  X           -   1,080,788.228 (meters)                     COMP
 AI6449  Y           -  -5,090,531.509 (meters)                     COMP
 AI6449  Z           -   3,675,299.483 (meters)                     COMP
 AI6449  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AI6449  ELLIP HEIGHT-         -12.146 (meters)          (02/10/07) ADJUSTED
 AI6449  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AI6449  DYNAMIC HT  -          22.783 (meters)      74.75  (feet)  COMP
 AI6449
 AI6449  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6449  Type    PID    Designation                      North   East  Ellip
 AI6449  -------------------------------------------------------------------
 AI6449  NETWORK AI6449 ALPHA                             0.29   0.27   1.37
 AI6449  -------------------------------------------------------------------
 AI6449  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 AI6449
 AI6449  VERT ORDER  -  SECOND    CLASS II
 AI6449
 AI6449.The horizontal coordinates were established by GPS observations
 AI6449.and adjusted by the National Geodetic Survey in February 2007.
 AI6449
 AI6449.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6449.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6449.The horizontal coordinates are valid at the epoch date displayed above.
 AI6449.The epoch date for horizontal control is a decimal equivalence
 AI6449.of Year/Month/Day.
 AI6449
 AI6449.The orthometric height was determined by differential leveling
 AI6449.and adjusted in February 2001.
 AI6449.No vertical observational check was made to the station.
 AI6449
 AI6449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6449
 AI6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6449
 AI6449.The ellipsoidal height was determined by GPS observations
 AI6449.and is referenced to NAD 83.
 AI6449
 AI6449.The geoid height was determined by GEOID03.
 AI6449
 AI6449.The dynamic height is computed by dividing the NAVD 88
 AI6449.geopotential number by the normal gravity value computed on the
 AI6449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6449.degrees latitude (g = 980.6199 gals.).
 AI6449
 AI6449.The modeled gravity was interpolated from observed gravity values.
 AI6449
 AI6449;                    North         East     Units Scale Factor Converg.
 AI6449;SPC NC       -   184,923.578   699,205.181   MT  0.99987654   +0 34 10.1
 AI6449;SPC NC       -   606,703.44  2,293,975.66   sFT  0.99987654   +0 34 10.1
 AI6449;UTM  17      - 3,922,944.255   771,202.870   MT  1.00050651   +1 43 54.2
 AI6449;UTM  18      - 3,923,017.788   226,375.794   MT  1.00052277   -1 44 49.9
 AI6449
 AI6449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6449!SPC NC       -   1.00000191  x   0.99987654  =   0.99987845
 AI6449!UTM  17      -   1.00000191  x   1.00050651  =   1.00050842
 AI6449!UTM  18      -   1.00000191  x   1.00052277  =   1.00052468
 AI6449
 AI6449                          SUPERSEDED SURVEY CONTROL
 AI6449
 AI6449  NAD 83(2001)-  35 24 46.84380(N)    078 00 47.98307(W) AD(       ) 1
 AI6449  ELLIP H (03/13/03)  -12.150  (m)                       GP(       ) 4 2
 AI6449  NAD 83(1986)-  35 24 46.85068(N)    078 00 47.99132(W) AD(       ) 1
 AI6449  NAVD 88 (07/27/00)   22.80   (m)           74.8    (f) LEVELING    3  
 AI6449
 AI6449.Superseded values are not recommended for survey control.
 AI6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6449.See file dsdata.txt to determine how the superseded data were derived.
 AI6449
 AI6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7120322944(NAD 83)
 AI6449_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6449_STAMPING: ALPHA 1997
 AI6449_MARK LOGO: NCGS  
 AI6449_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6449+STABILITY: SURFACE MOTION
 AI6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6449+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AI6449
 AI6449  HISTORY     - Date     Condition        Report By
 AI6449  HISTORY     - 1997     MONUMENTED       NCGS
 AI6449  HISTORY     - 19970630 GOOD             NCGS
 AI6449
 AI6449                          STATION DESCRIPTION
 AI6449
 AI6449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6449'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF GOLDSBORO, AT THE
 AI6449'N.C.  DEPARTMENT OF AGRICULTURE CENTER FOR ENVIRONMENTAL FARMING
 AI6449'SYSTEMS-THOMPSON FARM.
 AI6449'PROCEED ALONG US 70 FOR 0.05 MI (0.08 KM) WEST FROM THE LITTLE RIVER
 AI6449'BRIDGE TO SR 1326-CLAIRIDGE NURSERY RD.  NW, THENCE ALONG SR 1326 FOR
 AI6449'0.8 MI (1.3 KM) NORTH TO A FARM ROAD EAST, THENCE ALONG THE FARM ROAD
 AI6449'FOR 0.35 MI (0.56 KM) EAST TO A METAL GATE AND THE STATION SOUTH OF
 AI6449'THE T-INTERSECTION, JUST BEYOND THE GATE, ACROSS THE DITCH.
 AI6449'THE STATION IS A STANDARD NCGS HORIZONTAL STATION DISK STAMPED---ALPHA
 AI6449'1997---, SET IN TOP OF A ROUND CONCRETE MONUMENT. MARK IS ABOUT LEVEL
 AI6449'WITH THE FARM ROAD, AND IS RECESSED 1 INCH BELOW THE GROUND.  LOCATED
 AI6449'30.0 FT (9.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE FARM ROAD
 AI6449'INTERSECTION, 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF THE SOUTHWEST END OF
 AI6449'A 15-INCH RCP, 49.2 FT (15.0 M) SOUTH OF THE NORTHEAST END OF A
 AI6449'15-INCH RCP, 33.2 FT (10.1 M) SOUTH-SOUTHEAST OF A 4-INCH METAL GATE
 AI6449'POST, 47.6 FT (14.5 M) SOUTH OF A 4-INCH METAL POST, 1.5 FT (0.5 M)
 AI6449'NORTHEAST OF A WITNESS POST IN A 3-INCH PVC PIPE.
 AI6449
 AI6449                          STATION RECOVERY (1997)
 AI6449
 AI6449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6449'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF GOLDSBORO, AT THE
 AI6449'N.C. DEPARTMENT OF AGRICULTURE CENTER FOR ENVIRONMENTAL FARMING
 AI6449'SYSTEMS-THOMPSON FARM. PROCEED ALONG US 70 FOR 0.05 MI (0.08 KM) WEST
 AI6449'FROM THE LITTLE RIVER BRIDGE TO SR 1326-CLAIRIDGE NURSERY RD.  NW,
 AI6449'THENCE ALONG SR 1326 FOR 0.8 MI (1.3 KM) NORTH TO A FARM ROAD EAST,
 AI6449'THENCE ALONG THE FARM ROAD FOR 0.35 MI (0.56 KM) EAST TO A METAL GATE
 AI6449'AND THE STATION SOUTH OF THE T-INTERSECTION, JUST BEYOND THE GATE,
 AI6449'ACROSS THE DITCH. THE STATION IS A STANDARD NCGS HORIZONTAL STATION
 AI6449'DISK STAMPED---ALPHA 1997---, SET IN TOP OF A ROUND CONCRETE MONUMENT.
 AI6449'MARK IS ABOUT LEVEL WITH THE FARM ROAD, AND IS RECESSED 1 INCH BELOW
 AI6449'THE GROUND.  LOCATED 30.0 FT (9.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AI6449'OF THE FARM ROAD INTERSECTION, 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF THE
 AI6449'SOUTHWEST END OF A 15-INCH RCP, 49.2 FT (15.0 M) SOUTH OF THE
 AI6449'NORTHEAST END OF A 15-INCH RCP, 33.2 FT (10.1 M) SOUTH-SOUTHEAST OF A
 AI6449'4-INCH METAL GATE POST, 47.6 FT (14.5 M) SOUTH OF A 4-INCH METAL POST,
 AI6449'1.5 FT (0.5 M) NORTHEAST OF A WITNESS POST IN A 3-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2513 ***********************************************************************
 EY2513  DESIGNATION -  ALPHIN
 EY2513  PID         -  EY2513
 EY2513  STATE/COUNTY-  NC/LENOIR
 EY2513  USGS QUAD   -  KINSTON (1983)
 EY2513
 EY2513                         *CURRENT SURVEY CONTROL
 EY2513  ___________________________________________________________________
 EY2513* NAD 83(2001)-  35 15 28.45036(N)    077 36 29.71178(W)     ADJUSTED  
 EY2513* NAVD 88     -        11.8    (meters)      39.     (feet)  VERT ANG  
 EY2513  ___________________________________________________________________
 EY2513  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EY2513  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 EY2513  HORZ ORDER  -  SECOND
 EY2513
 EY2513.The horizontal coordinates were established by classical geodetic methods
 EY2513.and adjusted by the National Geodetic Survey in August 2005.
 EY2513
 EY2513.The orthometric height was determined by vertical angle observations.
 EY2513
 EY2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2513
 EY2513.The geoid height was determined by GEOID03.
 EY2513
 EY2513;                    North         East     Units Scale Factor Converg.
 EY2513;SPC NC       -   168,159.260   736,231.024   MT  0.99987260   +0 48 11.8
 EY2513;SPC NC       -   551,702.51  2,415,451.28   sFT  0.99987260   +0 48 11.8
 EY2513;UTM  18      - 3,904,763.122   262,714.201   MT  1.00029395   -1 30 22.8
 EY2513
 EY2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2513!SPC NC       -   1.00000381  x   0.99987260  =   0.99987641
 EY2513!UTM  18      -   1.00000381  x   1.00029395  =   1.00029776
 EY2513
 EY2513:                Primary Azimuth Mark                     Grid Az
 EY2513:SPC NC       -  INTERSECTION 2 RESET                     120 12 18.1
 EY2513:UTM  18      -  INTERSECTION 2 RESET                     122 30 52.7
 EY2513
 EY2513|---------------------------------------------------------------------|
 EY2513| PID    Reference Object                     Distance      Geod. Az  |
 EY2513|                                                           dddmmss.s |
 EY2513| AH3921 INTERSECTION 2 RESET                APPROX. 0.7 KM 1210029.9 |
 EY2513|---------------------------------------------------------------------|
 EY2513
 EY2513                          SUPERSEDED SURVEY CONTROL
 EY2513
 EY2513  NAD 83(1986)-  35 15 28.45878(N)    077 36 29.72124(W) AD(       ) 2
 EY2513  NAD 27      -  35 15 27.86553(N)    077 36 30.83319(W) AD(       ) 2
 EY2513  NGVD 29 (07/19/86)   12.2    (m)           40.     (f) VERT ANG    3  
 EY2513
 EY2513.Superseded values are not recommended for survey control.
 EY2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2513.See file dsdata.txt to determine how the superseded data were derived.
 EY2513
 EY2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6271404763(NAD 83)
 EY2513_MARKER: DE = TRAVERSE STATION DISK
 EY2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2513_STAMPING: ALPHIN 1976
 EY2513_MARK LOGO: NCGS  
 EY2513_PROJECTION: FLUSH
 EY2513_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2513+STABILITY: SURFACE MOTION
 EY2513
 EY2513  HISTORY     - Date     Condition        Report By
 EY2513  HISTORY     - 1976     MONUMENTED       NCGS
 EY2513  HISTORY     - 1979     GOOD             NCGS
 EY2513  HISTORY     - 19820101 GOOD             NCGS
 EY2513  HISTORY     - 19880101 GOOD             NCGS
 EY2513  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 EY2513  HISTORY     - 20030427 GOOD             USPSQD
 EY2513  HISTORY     - 20040604 GOOD             USPSQD
 EY2513  HISTORY     - 20051004 GOOD             USPSQD
 EY2513
 EY2513                          STATION DESCRIPTION
 EY2513
 EY2513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2513'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF KINSTON.
 EY2513'
 EY2513'TO REACH THE STATION FROM THE INTERSECTION OF US 70 BYPASS WITH NC 11
 EY2513'AND NC 55 SOUTHWEST OF KINSTON, PROCEED NORTHWEST ALONG US 70 BYPASS
 EY2513'FOR 0.45 MILE TO THE STATION ON THE RIGHT ON PROPERTY OF ALPHIN
 EY2513'EXTERMINATING COMPANY AND NEAR WISP RADIO TOWER.
 EY2513'
 EY2513'STATION MARK IS A STANDARD DISK STAMPED---ALPHIN 1976---, SET IN THE
 EY2513'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2513'MARK IS 67.2 FEET NORTHEAST OF THE CENTERLINE OF WEST BOUND LANE OF
 EY2513'US 70, 77.9 FEET WEST OF POWER POLE WITH REFERENCE TAG, 59.8 FEET
 EY2513'NORTH OF A LITTER SIGN POST WITH REFERENCE TAG, 48.8 FEET SOUTHWEST OF
 EY2513'A POST ON A CONCRETE BLOCK WALL WITH REFERENCE TAG AND 55.9 FEET SOUTH
 EY2513'OF SOUTHEAST CORNER OF BUILDING.
 EY2513
 EY2513                          STATION RECOVERY (1979)
 EY2513
 EY2513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2513'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY2513'EXCEPT FOR THE FOLLOWING CORRECTION. THE STATION IS 3 INCHES BELOW
 EY2513'THE SURFACE OF THE GROUND.
 EY2513
 EY2513                          STATION RECOVERY (1982)
 EY2513
 EY2513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2513'RECOVERED GOOD WITH THE FOLLOWING CORRECTIONS.  MARK IS RECESSED 4
 EY2513'INCHES BELOW GROUND, LOCATED 23.3 M (76.4 FT) SOUTH OF THE NORTHEAST
 EY2513'CORNER OF A BUILDING, 20.8 M (68.2 FT) EAST OF A CONCRETE CURB, AND
 EY2513'19.1 M (62.7 FT) SOUTHEAST OF THE SOUTH MOST ALPHIN SIGN SUPPORT POST.
 EY2513'THE LITTER SIGN POST AND THE POWER POLE HAVE BEEN REMOVED.
 EY2513
 EY2513                          STATION RECOVERY (1988)
 EY2513
 EY2513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EY2513'DESCRIPTION IS ADEQUATE. LOCATED 18.4 M (60.4 FT) EAST-SOUTHEAST OF
 EY2513'CONCRETE BLOCK WALL--AND 22.0 M (72.2 FT) WEST-SOUTHWEST OF SOUTH POST
 EY2513'OF BILLBOARD, 22.4 M (73.5 FT) WEST-NORTHWEST OF POWER POLE--BOTH WITH
 EY2513'REFERENCE TAGS.
 EY2513
 EY2513                          STATION RECOVERY (1991)
 EY2513
 EY2513'RECOVERY NOTE BY US POWER SQUADRON 1991 (CB)
 EY2513'MARK NOT FOUND.
 EY2513
 EY2513                          STATION RECOVERY (2003)
 EY2513
 EY2513'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY2513'RECOVERED AS DESCRIBED.
 EY2513
 EY2513                          STATION RECOVERY (2004)
 EY2513
 EY2513'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2513'RECOVERED IN GOOD CONDITION.
 EY2513
 EY2513                          STATION RECOVERY (2005)
 EY2513
 EY2513'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2704 ***********************************************************************
 EY2704  DESIGNATION -  ALPHIN
 EY2704  PID         -  EY2704
 EY2704  STATE/COUNTY-  NC/DUPLIN
 EY2704  USGS QUAD   -  SUMMERLINS CROSSROAD (1980)
 EY2704
 EY2704                         *CURRENT SURVEY CONTROL
 EY2704  ___________________________________________________________________
 EY2704* NAD 83(2001)-  35 07 10.11649(N)    077 57 50.06210(W)     ADJUSTED  
 EY2704* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 EY2704  ___________________________________________________________________
 EY2704  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 EY2704  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EY2704  HORZ ORDER  -  FIRST
 EY2704
 EY2704.The horizontal coordinates were established by classical geodetic methods
 EY2704.and adjusted by the National Geodetic Survey in August 2005.
 EY2704
 EY2704.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2704
 EY2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2704
 EY2704.The geoid height was determined by GEOID03.
 EY2704
 EY2704;                    North         East     Units Scale Factor Converg.
 EY2704;SPC NC       -   152,408.783   704,033.148   MT  0.99987524   +0 35 52.8
 EY2704;SPC NC       -   500,027.82  2,309,815.42   sFT  0.99987524   +0 35 52.8
 EY2704;UTM  18      - 3,890,313.965   229,891.318   MT  1.00049926   -1 42 22.0
 EY2704;UTM  17      - 3,890,512.371   776,689.415   MT  1.00054362   +1 44 51.8
 EY2704
 EY2704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2704!SPC NC       -   0.99999730  x   0.99987524  =   0.99987254
 EY2704!UTM  18      -   0.99999730  x   1.00049926  =   1.00049656
 EY2704!UTM  17      -   0.99999730  x   1.00054362  =   1.00054092
 EY2704
 EY2704:                Primary Azimuth Mark                     Grid Az
 EY2704:SPC NC       -  ALPHIN RM 2 AZIMUTH                      189 28 18.4
 EY2704:UTM  18      -  ALPHIN RM 2 AZIMUTH                      191 46 33.2
 EY2704:UTM  17      -  ALPHIN RM 2 AZIMUTH                      188 19 19.4
 EY2704
 EY2704|---------------------------------------------------------------------|
 EY2704| PID    Reference Object                     Distance      Geod. Az  |
 EY2704|                                                           dddmmss.s |
 EY2704| EY4383 ALPHIN RM 2 AZIMUTH                                1900411.2 |
 EY2704| EY4382 ALPHIN RM 1                          59.619 METERS 19618     |
 EY2704| EY2734 GARLAND                             224.914 METERS 19916     |
 EY2704| EZ4546 EVERTON                             APPROX.11.7 KM 2192901.2 |
 EY2704| EY4384 ALPHIN RM 3                          56.998 METERS 27236     |
 EY2704| EZ4527 MOUNT OLIVE MUNICIPAL TANK          APPROX.12.8 KM 3104312.1 |
 EY2704|---------------------------------------------------------------------|
 EY2704
 EY2704                          SUPERSEDED SURVEY CONTROL
 EY2704
 EY2704  NAD 83(1986)-  35 07 10.12584(N)    077 57 50.07096(W) AD(       ) 1
 EY2704  NAD 27      -  35 07 09.53100(N)    077 57 51.12300(W) AD(       ) 1
 EY2704  NGVD 29 (07/19/86)   53.0    (m)          174.     (f) VERT ANG    3  
 EY2704
 EY2704.Superseded values are not recommended for survey control.
 EY2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2704.See file dsdata.txt to determine how the superseded data were derived.
 EY2704
 EY2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2989190314(NAD 83)
 EY2704_MARKER: DS = TRIANGULATION STATION DISK
 EY2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2704
 EY2704  HISTORY     - Date     Condition        Report By
 EY2704  HISTORY     - 1933     MONUMENTED       CGS
 EY2704  HISTORY     - 1957     MARK NOT FOUND   USGS
 EY2704  HISTORY     - 1978     MARK NOT FOUND   BAKER
 EY2704  HISTORY     - 1978     GOOD             NCGS
 EY2704
 EY2704                          STATION DESCRIPTION
 EY2704
 EY2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY2704'ABOUT 10-3/4 MILES NORTH OF KENANSVILLE, 10-1/2 MILES NORTHEAST OF
 EY2704'WARSAW, AND 7-3/4 MILES SOUTHEAST OF MOUNT OLIVE, ON LAND OWNED BY
 EY2704'LEONARD ALPHIN AND OCCUPIED BY MELVIN OUTLAW. TO REACH FROM
 EY2704'INTERSECTION OF CENTER AND JAMES STREETS IN MOUNT OLIVE, GO EAST
 EY2704'1.6 MILES ON EAST JAMES STREET AND ROAD INTO WHICH IT LEADS OR 0.35
 EY2704'MILE BEYOND CROSSING OF SMALL BRIDGE, AND TAKE RIGHT FORK AT POINT
 EY2704'WITH LARGE SIGNBOARD ON LEFT. PROCEED 1.95 MILES AND KEEP
 EY2704'STRAIGHT AHEAD TO CROSSROADS FOLLOWING ARROW KENANSVILLE 18 MILES.
 EY2704'CONTINUE 5.7 MILES ON MAIN ROAD OR 0.65 MILE BEYOND DIM CROSSROADS,
 EY2704'AND TURN SHARP LEFT ONTO SANDY ROAD OPPOSITE A WHITE ONE-STORY HOUSE
 EY2704'ON RIGHT. FOLLOW THIS ROAD 1.6 MILES TO OLD WILL SLOAN HOUSE ON EAST
 EY2704'SIDE OF ROAD AND STATION SITE.  STATION IS 32 FEET EAST OF
 EY2704'SOUTHEAST CORNER OF BARN AND 143 FEET EAST OF SOUTHEAST CORNER OF
 EY2704'HOUSE. SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 EY2704'IN CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 EY2704'CONCRETE. NO. 1 IS 168 FEET EAST OF THE CENTER LINE OF DIRT
 EY2704'ROAD, 2 FEET SOUTH OF DRAINAGE DITCH RUNNING EAST FROM ROAD,
 EY2704'AND 195.60 FEET FROM STATION. NO. 2 IS 4
 EY2704'METERS (13 FEET) WEST OF CENTER LINE OF ROAD LEADING TO
 EY2704'STATION, 12 METERS (39 FEET) SOUTHEAST OF SOUTHEAST CORNER OF
 EY2704'TOBACCO BARN, 25 METERS (82 FEET) NORTHEAST OF NORTHEAST CORNER OF
 EY2704'TOBACCO BARN OPPOSITE ENTRANCE TO BARNYARD, AND APPROXIMATELY 0.25
 EY2704'MILE FROM STATION S 10 DEG 04 MIN W. NO. 3 IS 47.3
 EY2704'FEET WEST OF SOUTHEAST CORNER OF NEGRO HOUSE, 37 FEET EAST OF CENTER
 EY2704'LINE OF DIRT ROAD, 3 FEET EAST OF AN 8-INCH TREE, AND 187.00 FEET
 EY2704'FROM STATION N 87 DEG 24 MIN W.  BEARING FROM STATION TO
 EY2704'ALUMINUM WATER TANK WITH BLACK TOP IN MOUNT OLIVE IS N 49 DEG 17
 EY2704'MIN W.
 EY2704
 EY2704                          STATION RECOVERY (1957)
 EY2704
 EY2704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EY2704'MONUMENT WAS NOT FOUND AFTER TAPING DISTANCES FROM REFERENCE MARKS
 EY2704'NOS. 1, 2 AND 3.  THE MONUMENT IS EITHER DESTROYED OR BURIED
 EY2704'UNDERGROUND FOR A CONSIDERABLE DEPTH.  THERE IS NO EVIDENCE OF
 EY2704'DESTRUCTION.
 EY2704
 EY2704                          STATION RECOVERY (1978)
 EY2704
 EY2704'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (KFH)
 EY2704'STATION NOT RECOVERED.
 EY2704
 EY2704                          STATION RECOVERY (1978)
 EY2704
 EY2704'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 EY2704'STATION RECOVERED AND A NEW DESCRIPTION WRITTEN.  REFERENCE MARK NO 1
 EY2704'IS TILTED AND IS NO LONGER USABLE, REFERENCE MARK NO 2 DESTROYED, AND
 EY2704'REFERENCE MARK NO 3 SHOULD BE REPLACED AS TREE ROOTS ARE MOVING
 EY2704'STATION.
 EY2704'
 EY2704'STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF SUMMERLIN AND 9.5
 EY2704'MILES EAST OF FAISON.
 EY2704'
 EY2704'TO REACH THE STATION FROM INTERSECTION OF NC 403 AND SR 1004 SOUTHEAST
 EY2704'OF MT. OLIVE, PROCEED SOUTHEAST ALONG SR 1004 FOR 5.8 MILES TO Y
 EY2704'INTERSECTION WITH SR 1505 (NORTH), THENCE NORTH ALONG SR 1505 FOR 1.65
 EY2704'MILES TO ONE STORY WHITE FRAME HOUSE AND STATION ON RIGHT IN DOG PEN
 EY2704'BEHIND HOUSE, AND 0.5 MILE SOUTH OF INTERSECTION WITH SR 1500.
 EY2704'
 EY2704'STATION IS A STANDARD NGS DISK STAMPED---ALPHIN 1933---, SET IN TOP OF
 EY2704'A 12 INCH CONCRETE MONUMENT WHICH IS 24 INCHES BELOW THE GROUND
 EY2704'SURFACE.  THE MARK IS 222.8 FEET EAST OF THE CENTERLINE OF SR 1505,
 EY2704'9.0 FEET NORTHWEST OF SOUTHEAST CORNER FENCE POST OF DOG PEN, WITH
 EY2704'ALUMINUM TAG, 19.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF FARM SHED,
 EY2704'23.0 FEET SOUTHEAST OF SOUTHWEST CORNER OF ENCLOSED PORTION OF SHED.
 EY2704'
 EY2704'STATION IS STANDARD NGS DISK STAMPED---ALPHIN NO 3---, SET IN THE TOP
 EY2704'OF A SQUARE CONCRETE MONUMENT WHICH IS 18 INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5294 ***********************************************************************
 AE5294  DESIGNATION -  ALPINE
 AE5294  PID         -  AE5294
 AE5294  STATE/COUNTY-  NC/ROWAN
 AE5294  USGS QUAD   -  CLEVELAND (1988)
 AE5294
 AE5294                         *CURRENT SURVEY CONTROL
 AE5294  ___________________________________________________________________
 AE5294* NAD 83(2001)-  35 44 44.58079(N)    080 43 22.85628(W)     ADJUSTED  
 AE5294* NAVD 88     -       241.3    (meters)     792.     (feet)  VERTCON   
 AE5294  ___________________________________________________________________
 AE5294  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AE5294  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AE5294  HORZ ORDER  -  SECOND
 AE5294
 AE5294.The horizontal coordinates were established by classical geodetic methods
 AE5294.and adjusted by the National Geodetic Survey in August 2005.
 AE5294
 AE5294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5294
 AE5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5294
 AE5294.The geoid height was determined by GEOID03.
 AE5294
 AE5294;                    North         East     Units Scale Factor Converg.
 AE5294;SPC NC       -   222,740.610   453,772.486   MT  0.99990966   -0 59 40.1
 AE5294;SPC NC       -   730,774.82  1,488,751.90   sFT  0.99990966   -0 59 40.1
 AE5294;UTM  17      - 3,955,780.701   525,043.868   MT  0.99960773   +0 09 42.5
 AE5294
 AE5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5294!SPC NC       -   0.99996711  x   0.99990966  =   0.99987677
 AE5294!UTM  17      -   0.99996711  x   0.99960773  =   0.99957485
 AE5294
 AE5294                          SUPERSEDED SURVEY CONTROL
 AE5294
 AE5294  NAD 83(1986)-  35 44 44.59075(N)    080 43 22.86245(W) AD(       ) 2
 AE5294  NGVD 29 (01/12/98)  241.5    (m)          792.     (f) VERT ANG    3  
 AE5294
 AE5294.Superseded values are not recommended for survey control.
 AE5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5294.See file dsdata.txt to determine how the superseded data were derived.
 AE5294
 AE5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2504455781(NAD 83)
 AE5294_MARKER: DE = TRAVERSE STATION DISK
 AE5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5294_STAMPING: ALPINE 1982
 AE5294_MARK LOGO: NCGS  
 AE5294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5294+STABILITY: SURFACE MOTION
 AE5294
 AE5294  HISTORY     - Date     Condition        Report By
 AE5294  HISTORY     - 1982     MONUMENTED       NCGS
 AE5294
 AE5294                          STATION DESCRIPTION
 AE5294
 AE5294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5294'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST-NORTHWEST OF CLEVELAND
 AE5294'AND 9.7 MI (15.6 KM) EAST-SOUTHEAST OF STATESVILLE.  ALONG US 70 FOR
 AE5294'1.3 MI (2.1 KM) EAST FROM THE ROWAN-IREDELL COUNTY LINE, AT SR 1975.
 AE5294'MARK IS FLUSH WITH GROUND.  LOCATED 48.4 FT (14.8 M) NORTH-NORTHEAST
 AE5294'OF THE CENTERLINE OF US 70, 120.9 FT (36.9 M) WEST-NORTHWEST OF THE
 AE5294'SOUTH END OF ASPHALT ISLAND IN SR 1975, 71.2 FT (21.7 M)
 AE5294'WEST-NORTHWEST OF THE NORTH END OF A HIGHWAY CULVERT--AND 82.8 FT
 AE5294'(25.2 M) SOUTH OF A POWER POLE (182), 87.4 FT (26.6 M) SOUTHEAST OF A
 AE5294'12-INCH POPLAR, AND 62.7 FT (19.1 M) WEST-SOUTHWEST OF AN 8-INCH
 AE5294'GUM--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2727 ***********************************************************************
 EY2727  DESIGNATION -  ALPO
 EY2727  PID         -  EY2727
 EY2727  STATE/COUNTY-  NC/DUPLIN
 EY2727  USGS QUAD   -  SUMMERLINS CROSSROAD (1980)
 EY2727
 EY2727                         *CURRENT SURVEY CONTROL
 EY2727  ___________________________________________________________________
 EY2727* NAD 83(2001)-  35 04 08.21917(N)    077 56 57.98929(W)     ADJUSTED  
 EY2727* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 EY2727  ___________________________________________________________________
 EY2727  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 EY2727  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EY2727  HORZ ORDER  -  SECOND
 EY2727
 EY2727.The horizontal coordinates were established by classical geodetic methods
 EY2727.and adjusted by the National Geodetic Survey in August 2005.
 EY2727
 EY2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2727
 EY2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2727
 EY2727.The geoid height was determined by GEOID03.
 EY2727
 EY2727;                    North         East     Units Scale Factor Converg.
 EY2727;SPC NC       -   146,818.060   705,410.756   MT  0.99987765   +0 36 22.9
 EY2727;SPC NC       -   481,685.59  2,314,335.12   sFT  0.99987765   +0 36 22.9
 EY2727;UTM  18      - 3,884,668.906   231,043.862   MT  1.00049161   -1 41 44.4
 EY2727;UTM  17      - 3,884,946.647   778,179.818   MT  1.00055383   +1 45 13.9
 EY2727
 EY2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2727!SPC NC       -   0.99999956  x   0.99987765  =   0.99987721
 EY2727!UTM  18      -   0.99999956  x   1.00049161  =   1.00049117
 EY2727!UTM  17      -   0.99999956  x   1.00055383  =   1.00055339
 EY2727
 EY2727|---------------------------------------------------------------------|
 EY2727| PID    Reference Object                     Distance      Geod. Az  |
 EY2727|                                                           dddmmss.s |
 EY2727| EY2728 SHACK                               363.844 METERS 18243     |
 EY2727| EY2729 LYNN                                410.607 METERS 3532305.0 |
 EY2727|---------------------------------------------------------------------|
 EY2727
 EY2727                          SUPERSEDED SURVEY CONTROL
 EY2727
 EY2727  NAD 83(1986)-  35 04 08.22798(N)    077 56 58.00063(W) AD(       ) 2
 EY2727  NAD 27      -  35 04 07.63084(N)    077 56 59.05370(W) AD(       ) 2
 EY2727  NGVD 29 (07/19/86)   38.7    (m)          127.     (f) VERT ANG    3  
 EY2727
 EY2727.Superseded values are not recommended for survey control.
 EY2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2727.See file dsdata.txt to determine how the superseded data were derived.
 EY2727
 EY2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3104484669(NAD 83)
 EY2727_MARKER: DE = TRAVERSE STATION DISK
 EY2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2727+STABILITY: SURFACE MOTION
 EY2727
 EY2727  HISTORY     - Date     Condition        Report By
 EY2727  HISTORY     - 1976     MONUMENTED       NCGS
 EY2727  HISTORY     - 19940330 POOR             USPSQD
 EY2727
 EY2727                          STATION DESCRIPTION
 EY2727
 EY2727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2727'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH OF SUMMERLIN
 EY2727'CROSSROADS AND 7.5 MILES NORTH OF KENANSVILLE.
 EY2727'
 EY2727'TO REACH THE STATION FROM THE INTERSECTION OF SR 1004 AND SR 1306
 EY2727'(SUMMERLIN CROSSROADS) NORTH OF KENANSVILLE, PROCEED SOUTH ALONG
 EY2727'SR 1004 FOR 1.05 MILES TO STATION ON THE LEFT, AT EDGE OF WOODS, 0.7
 EY2727'MILE SOUTH OF INTERSECTION WITH SR 1360 (THE NORTH END OF A LOOP
 EY2727'ROAD, AND 0.4 MILE NORTH OF INTERSECTION WITH SR 1360 (THE SOUTH END
 EY2727'OF A LOOP ROAD).
 EY2727'
 EY2727'STATION MARK IS A STANDARD DISK STAMPED---ALPO 1976---, SET IN THE TOP
 EY2727'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 EY2727'MARK IS 27.9 FEET EAST OF CENTERLINE LINE OF SR 1004, 8.5 FEET SOUTHWE
 EY2727'OF 6 INCH PINE WITH REFERENCE TAG, 11.2 FEET WEST OF 6 INCH PINE WITH
 EY2727'REFERENCE TAG, 24.8 FEET NORTH-NORTHWEST OF 6 INCH PINE WITH REFERENCE
 EY2727'TAG AND 54.8 FEET EAST OF POWER POLE NO. 3 WITH REFERENCE TAG.
 EY2727
 EY2727                          STATION RECOVERY (1994)
 EY2727
 EY2727'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY2727'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1222 ***********************************************************************
 EZ1222  DESIGNATION -  ALSTON
 EZ1222  PID         -  EZ1222
 EZ1222  STATE/COUNTY-  NC/CHATHAM
 EZ1222  USGS QUAD   -  PITTSBORO (1981)
 EZ1222
 EZ1222                         *CURRENT SURVEY CONTROL
 EZ1222  ___________________________________________________________________
 EZ1222* NAD 83(2001)-  35 43 35.29643(N)    079 13 39.68384(W)     ADJUSTED  
 EZ1222* NAVD 88     -       144.805  (meters)     475.08   (feet)  ADJUSTED  
 EZ1222  ___________________________________________________________________
 EZ1222  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EZ1222  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ1222  DYNAMIC HT  -         144.684 (meters)     474.68  (feet)  COMP
 EZ1222  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 EZ1222
 EZ1222  HORZ ORDER  -  SECOND
 EZ1222  VERT ORDER  -  SECOND    CLASS II
 EZ1222
 EZ1222.The horizontal coordinates were established by classical geodetic methods
 EZ1222.and adjusted by the National Geodetic Survey in August 2005.
 EZ1222
 EZ1222.The orthometric height was determined by differential leveling
 EZ1222.and adjusted in June 1991.
 EZ1222
 EZ1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1222
 EZ1222.The geoid height was determined by GEOID03.
 EZ1222
 EZ1222.The dynamic height is computed by dividing the NAVD 88
 EZ1222.geopotential number by the normal gravity value computed on the
 EZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1222.degrees latitude (g = 980.6199 gals.).
 EZ1222
 EZ1222.The modeled gravity was interpolated from observed gravity values.
 EZ1222
 EZ1222;                    North         East     Units Scale Factor Converg.
 EZ1222;SPC NC       -   219,276.663   589,003.133   MT  0.99990683   -0 07 53.1
 EZ1222;SPC NC       -   719,410.19  1,932,421.11   sFT  0.99990683   -0 07 53.1
 EZ1222;UTM  17      - 3,955,058.681   660,292.071   MT  0.99991662   +1 02 06.4
 EZ1222
 EZ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1222!SPC NC       -   0.99998212  x   0.99990683  =   0.99988895
 EZ1222!UTM  17      -   0.99998212  x   0.99991662  =   0.99989874
 EZ1222
 EZ1222:                Primary Azimuth Mark                     Grid Az
 EZ1222:SPC NC       -  BOULDIN                                  100 51 57.7
 EZ1222:UTM  17      -  BOULDIN                                  099 41 58.2
 EZ1222
 EZ1222|---------------------------------------------------------------------|
 EZ1222| PID    Reference Object                     Distance      Geod. Az  |
 EZ1222|                                                           dddmmss.s |
 EZ1222| EZ1221 BOULDIN                             APPROX. 1.1 KM 1004404.6 |
 EZ1222|---------------------------------------------------------------------|
 EZ1222
 EZ1222                          SUPERSEDED SURVEY CONTROL
 EZ1222
 EZ1222  NAD 83(1986)-  35 43 35.30314(N)    079 13 39.69316(W) AD(       ) 2
 EZ1222  NAD 27      -  35 43 34.78353(N)    079 13 40.63754(W) AD(       ) 2
 EZ1222  NGVD 29 (??/??/92)  145.06   (m)          475.9    (f) COMPUTED    2 2
 EZ1222
 EZ1222.Superseded values are not recommended for survey control.
 EZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1222.See file dsdata.txt to determine how the superseded data were derived.
 EZ1222
 EZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6029255059(NAD 83)
 EZ1222_MARKER: DE = TRAVERSE STATION DISK
 EZ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1222_STAMPING: ALSTON 1974
 EZ1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1222+STABILITY: SURFACE MOTION
 EZ1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1222+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2009
 EZ1222
 EZ1222  HISTORY     - Date     Condition        Report By
 EZ1222  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1222  HISTORY     - 1974     GOOD             NCGS
 EZ1222  HISTORY     - 20090129 GOOD             GEOCAC
 EZ1222
 EZ1222                          STATION DESCRIPTION
 EZ1222
 EZ1222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ1222'ALSTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1222'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1222'
 EZ1222'ALSTON IS LOCATED APPROXIMATELY 2.9 MILES WEST OF PITTSBORO, AND
 EZ1222'13.4 MILES EAST OF SILER CITY.  TO REACH STATION FROM THE
 EZ1222'COURTHOUSE IN PITTSBORO, PROCEED WEST ALONG U.S. 64 FOR 2.9 MILES
 EZ1222'TO STATION ON THE RIGHT, APPROXIMATELY 125 FEET WEST OF THE
 EZ1222'INTERSECTION WITH SR 2161 (ROAD TO ALSTON CHAPEL CHURCH).
 EZ1222'
 EZ1222'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1222'ALSTON 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1222'WHICH IS 1 INCH ABOVE THE GROUND.
 EZ1222'
 EZ1222'MARK IS 30.3 FT NNE OF C/L OF U.S. 64
 EZ1222'
 EZ1222'120.0 FT NW OF C/L OF INTERSECTION OF U.S. 64 AND SR 2161
 EZ1222'
 EZ1222'125.8 FT WNW OF C/L OF DRIVEWAY LEADING TO A ONE STORY BRICK HOUSE
 EZ1222'
 EZ1222'117.0 FT WNW OF TELEPHONE PEDESTAL AND POLE WITH ALUMINUM REF. TAG
 EZ1222'
 EZ1222'13.7 FT SE OF SERVICE POLE 2771
 EZ1222
 EZ1222                          STATION RECOVERY (1974)
 EZ1222
 EZ1222'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1222'2.9 MI W FROM PITTSBORO.
 EZ1222'ALSTON IS LOCATED APPROXIMATELY 13.4 MILES EAST OF SILER CITY.
 EZ1222'TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED WEST
 EZ1222'ALONG U.S. 64 FOR 2.9 MILES TO STATION ON THE RIGHT, APPROXIMATELY
 EZ1222'125 FEET WEST OF THE INTERSECTION WITH SR 2161 (ROAD TO ALSTON
 EZ1222'CHAPEL CHURCH), 30.3 FT NNE OF C/L OF U.S. 64, 120.0 FT NW OF
 EZ1222'C/L OF INTERSECTION OF U.S. 64 AND SR 2161, 125.8 FT WNW OF C/L
 EZ1222'OF DRIVEWAY LEADING TO A 1 STORY BRICK HOUSE, 117.0 FT WNW OF
 EZ1222'TELEPHONE PEDESTAL AND POLE WITH ALUMINUM REF. TAG, AND 13.7 FT
 EZ1222'SE OF SERVICE POLE 2771.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EZ1222'THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 EZ1222
 EZ1222                          STATION RECOVERY (2009)
 EZ1222
 EZ1222'RECOVERY NOTE BY GEOCACHING 2009 (PFF)
 EZ1222'RECOVERED IN GOOD CONDITION ON CHATHAM COUNTY PARCEL 9731-29-3509.000.
 EZ1222'THE REFERENCED INTERSECTION WITH SR2161 (ADOL. TAYLOR RD) HAS BEEN
 EZ1222'REALIGNED AND IS NOW WEST OF THE MARK (INSTEAD OF EAST). THE
 EZ1222'REFERENCED POLES AND PEDESTAL REMAIN GOOD. THE MARK IS APPROXIMATELY
 EZ1222'SIX FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0835 ***********************************************************************
 EZ0835  DESIGNATION -  ALSTON
 EZ0835  PID         -  EZ0835
 EZ0835  STATE/COUNTY-  NC/WAKE
 EZ0835  USGS QUAD   -  WAKE FOREST (1987)
 EZ0835
 EZ0835                         *CURRENT SURVEY CONTROL
 EZ0835  ___________________________________________________________________
 EZ0835* NAD 83(2001)-  35 55 32.38335(N)    078 35 16.03282(W)     ADJUSTED  
 EZ0835* NAVD 88     -       125.371  (meters)     411.32   (feet)  ADJUSTED  
 EZ0835  ___________________________________________________________________
 EZ0835  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 EZ0835  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 EZ0835  DYNAMIC HT  -         125.264 (meters)     410.97  (feet)  COMP
 EZ0835  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 EZ0835
 EZ0835  HORZ ORDER  -  SECOND
 EZ0835  VERT ORDER  -  SECOND    CLASS 0
 EZ0835
 EZ0835.The horizontal coordinates were established by classical geodetic methods
 EZ0835.and adjusted by the National Geodetic Survey in August 2005.
 EZ0835
 EZ0835.The orthometric height was determined by differential leveling
 EZ0835.and adjusted in June 1991.
 EZ0835
 EZ0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0835
 EZ0835.The geoid height was determined by GEOID03.
 EZ0835
 EZ0835.The dynamic height is computed by dividing the NAVD 88
 EZ0835.geopotential number by the normal gravity value computed on the
 EZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0835.degrees latitude (g = 980.6199 gals.).
 EZ0835
 EZ0835.The modeled gravity was interpolated from observed gravity values.
 EZ0835
 EZ0835;                    North         East     Units Scale Factor Converg.
 EZ0835;SPC NC       -   241,429.949   646,800.446   MT  0.99994164   +0 14 16.5
 EZ0835;SPC NC       -   792,091.42  2,122,044.46   sFT  0.99994164   +0 14 16.5
 EZ0835;UTM  17      - 3,978,392.245   717,631.086   MT  1.00018365   +1 24 57.2
 EZ0835
 EZ0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0835!SPC NC       -   0.99998546  x   0.99994164  =   0.99992710
 EZ0835!UTM  17      -   0.99998546  x   1.00018365  =   1.00016911
 EZ0835
 EZ0835|---------------------------------------------------------------------|
 EZ0835| PID    Reference Object                     Distance      Geod. Az  |
 EZ0835|                                                           dddmmss.s |
 EZ0835| EZ0834 ZEB                                 305.894 METERS 01152     |
 EZ0835| EZ0836 FORTE                               APPROX. 0.7 KM 2130851.0 |
 EZ0835|---------------------------------------------------------------------|
 EZ0835
 EZ0835                          SUPERSEDED SURVEY CONTROL
 EZ0835
 EZ0835  NAD 83(1986)-  35 55 32.38880(N)    078 35 16.04788(W) AD(       ) 2
 EZ0835  NAD 27      -  35 55 31.85513(N)    078 35 17.03685(W) AD(       ) 2
 EZ0835  NGVD 29 (??/??/92)  125.647  (m)          412.23   (f) ADJ UNCH    2 0
 EZ0835
 EZ0835.Superseded values are not recommended for survey control.
 EZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0835.See file dsdata.txt to determine how the superseded data were derived.
 EZ0835
 EZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1763178392(NAD 83)
 EZ0835_MARKER: DE = TRAVERSE STATION DISK
 EZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0835_STAMPING: ALSTON 1970
 EZ0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0835
 EZ0835  HISTORY     - Date     Condition        Report By
 EZ0835  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0835  HISTORY     - 1972     GOOD             NCGS
 EZ0835  HISTORY     - 1985     MARK NOT FOUND   NCGS
 EZ0835  HISTORY     - 1985     MARK NOT FOUND   NCGS
 EZ0835
 EZ0835                          STATION DESCRIPTION
 EZ0835
 EZ0835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0835'ALSTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0835'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0835'
 EZ0835'ALSTON IS LOCATED APPROXIMATELY 0.95 MILE SOUTH OF FALLS.  TO REACH
 EZ0835'STATION PROCEED FROM THE INTERSECTION OF SR 2000 AND SR 2002 IN
 EZ0835'COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR 1.25 MILES TO T
 EZ0835'INTERSECTION OF SR 2000 AND SR 2011.  STATION IS IN THE NORTHEAST
 EZ0835'CORNER OF THE INTERSECTION.
 EZ0835'
 EZ0835'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ALSTON
 EZ0835'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ0835'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0835'
 EZ0835'MARK IS--
 EZ0835'28.8 FEET E OF C/L OF SR 2000.
 EZ0835'34.0 FEET N OF C/L OF SR 2011.
 EZ0835'8.1 FEET NW OF ALUMINUM REF. TAG ON STOP SIGN.
 EZ0835'20.4 FEET S OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN.
 EZ0835'47.6 FEET E OF ALUMINUM REF. TAG ON RESUME SAFE SPEED SIGN.
 EZ0835'95.2 FEET SE OF ALUMINUM REF. TAG ON PP.
 EZ0835
 EZ0835                          STATION RECOVERY (1972)
 EZ0835
 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0835'1 MI S FROM FALLS.
 EZ0835'GO S ON SR 2000 FOR 1.25 MILES TO T INTERSECTION OF SR 2000 AND
 EZ0835'SR 2011, STATION IS IN NE CORNER OF INTERSECTION, 28.8 FT E OF
 EZ0835'C/L OF SR 2000, 34.0 FT N OF C/L OF SR 2011, 8.1 FT NW OF ALUM.
 EZ0835'REF. TAG ON STOP SIGN, 20.4 FT S OF ALUM. REF. TAG ON SPEED LIMIT
 EZ0835'SIGN, 47.6 FT E OF ALUM. REF. TAG ON RESUME SAFE SPEED SIGN AND
 EZ0835'95.2 FT SE OF ALUM. REF. TAG ON PP.  STATION IS 2 INCHES BELOW
 EZ0835'THE GROUND.
 EZ0835
 EZ0835                          STATION RECOVERY (1985)
 EZ0835
 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0835'THE STATION NOT RECOVERED AT THIS DATE.
 EZ0835'ONLY THE STATION REFERENCES LEFT ARE CENTERLINES.
 EZ0835'
 EZ0835'NCGS
 EZ0835
 EZ0835                          STATION RECOVERY (1985)
 EZ0835
 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 EZ0835'THE STATION NOT RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3533 ***********************************************************************
 EZ3533  DESIGNATION -  ALSTON
 EZ3533  PID         -  EZ3533
 EZ3533  STATE/COUNTY-  NC/LEE
 EZ3533  USGS QUAD   -  WHITE HILL (1974)
 EZ3533
 EZ3533                         *CURRENT SURVEY CONTROL
 EZ3533  ___________________________________________________________________
 EZ3533* NAD 83(2001)-  35 27 29.69415(N)    079 19 07.02556(W)     ADJUSTED  
 EZ3533* NAVD 88     -       107.2    (meters)     352.     (feet)  VERTCON   
 EZ3533  ___________________________________________________________________
 EZ3533  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EZ3533  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EZ3533  HORZ ORDER  -  SECOND
 EZ3533
 EZ3533.The horizontal coordinates were established by classical geodetic methods
 EZ3533.and adjusted by the National Geodetic Survey in August 2005.
 EZ3533
 EZ3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3533
 EZ3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3533
 EZ3533.The geoid height was determined by GEOID03.
 EZ3533
 EZ3533;                    North         East     Units Scale Factor Converg.
 EZ3533;SPC NC       -   189,542.972   580,681.780   MT  0.99987906   -0 11 02.0
 EZ3533;SPC NC       -   621,858.90  1,905,120.14   sFT  0.99987906   -0 11 02.0
 EZ3533;UTM  17      - 3,925,161.913   652,575.817   MT  0.99988688   +0 58 32.1
 EZ3533
 EZ3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3533!SPC NC       -   0.99998810  x   0.99987906  =   0.99986716
 EZ3533!UTM  17      -   0.99998810  x   0.99988688  =   0.99987498
 EZ3533
 EZ3533:                Primary Azimuth Mark                     Grid Az
 EZ3533:SPC NC       -  WILEY                                    004 33 04.7
 EZ3533:UTM  17      -  WILEY                                    003 23 30.6
 EZ3533
 EZ3533|---------------------------------------------------------------------|
 EZ3533| PID    Reference Object                     Distance      Geod. Az  |
 EZ3533|                                                           dddmmss.s |
 EZ3533| EZ3532 WILEY                               APPROX. 1.7 KM 0042202.7 |
 EZ3533|---------------------------------------------------------------------|
 EZ3533
 EZ3533                          SUPERSEDED SURVEY CONTROL
 EZ3533
 EZ3533  NAD 83(1986)-  35 27 29.69382(N)    079 19 07.03006(W) AD(       ) 2
 EZ3533  NAD 27      -  35 27 29.14382(N)    079 19 07.92895(W) AD(       ) 2
 EZ3533  NGVD 29 (07/19/86)  107.4    (m)          352.     (f) VERT ANG    3  
 EZ3533
 EZ3533.Superseded values are not recommended for survey control.
 EZ3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3533.See file dsdata.txt to determine how the superseded data were derived.
 EZ3533
 EZ3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5257625162(NAD 83)
 EZ3533_MARKER: DE = TRAVERSE STATION DISK
 EZ3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3533_STAMPING: ALSTON 1977
 EZ3533_MARK LOGO: NCGS  
 EZ3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3533+STABILITY: SURFACE MOTION
 EZ3533
 EZ3533  HISTORY     - Date     Condition        Report By
 EZ3533  HISTORY     - 1977     MONUMENTED       NCGS
 EZ3533
 EZ3533                          STATION DESCRIPTION
 EZ3533
 EZ3533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ3533'THE STATION IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ3533'APPROXIMATELY 5.8 MILES NORTH-NORTHWEST OF WHITE HILL AND 8.9 MILES
 EZ3533'WEST OF SANFORD, NORTH CAROLINA.
 EZ3533'
 EZ3533'TO REACH THE STATION FROM THE INTERSECTION OF SR 1007 WITH US 15-US
 EZ3533'501 AT WHITE HILL, PROCEED NORTHERLY ALONG SR 1007 FOR 5.7 MILES TO
 EZ3533'STATION ON THE LEFT, IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 EZ3533'WITH A DIRT ROAD, AND 0.15 MILE SOUTH OF THE SR 1318 CROSSROAD.
 EZ3533'
 EZ3533'THE STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALSTON 1977---,
 EZ3533'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 EZ3533'GROUND. THE MARK IS 35.4 FEET WEST OF THE CENTERLINE OF SR 1007, 47.9
 EZ3533'FEET NORTHEAST OF THE CENTERLINE OF DIRT ROAD, 22.5 FEET NORTH OF
 EZ3533'CENTER OF CONCRETE BASE OF NON-EXISTING SIGN, 27.7 FEET SOUTHEAST OF
 EZ3533'POWER POLE WITH TRANSFORMER AND ALUMINUM TAG, 68.9 FEET WEST-
 EZ3533'NORTHWEST OF TELEPHONE POLE WITH ALUMINUM TAG, AND 101.6 FEET SOUTH OF
 EZ3533'15 INCH PINE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4390 ***********************************************************************
 EZ4390  DESIGNATION -  ALSTON
 EZ4390  PID         -  EZ4390
 EZ4390  STATE/COUNTY-  NC/FRANKLIN
 EZ4390  USGS QUAD   -  BUNN WEST (1973)
 EZ4390
 EZ4390                         *CURRENT SURVEY CONTROL
 EZ4390  ___________________________________________________________________
 EZ4390* NAD 83(2001)-  35 57 59.54822(N)    078 19 26.22815(W)     ADJUSTED  
 EZ4390* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 EZ4390  ___________________________________________________________________
 EZ4390  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 EZ4390  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 EZ4390  HORZ ORDER  -  SECOND
 EZ4390
 EZ4390.The horizontal coordinates were established by classical geodetic methods
 EZ4390.and adjusted by the National Geodetic Survey in August 2005.
 EZ4390
 EZ4390.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4390
 EZ4390.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4390
 EZ4390.The geoid height was determined by GEOID03.
 EZ4390
 EZ4390;                    North         East     Units Scale Factor Converg.
 EZ4390;SPC NC       -   246,095.970   670,578.412   MT  0.99995029   +0 23 24.7
 EZ4390;SPC NC       -   807,399.86  2,200,056.01   sFT  0.99995029   +0 23 24.7
 EZ4390;UTM  17      - 3,983,548.543   741,315.101   MT  1.00031760   +1 34 20.8
 EZ4390
 EZ4390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4390!SPC NC       -   0.99998832  x   0.99995029  =   0.99993861
 EZ4390!UTM  17      -   0.99998832  x   1.00031760  =   1.00030592
 EZ4390
 EZ4390:                Primary Azimuth Mark                     Grid Az
 EZ4390:SPC NC       -  LESTER                                   100 29 59.7
 EZ4390:UTM  17      -  LESTER                                   099 19 03.6
 EZ4390
 EZ4390|---------------------------------------------------------------------|
 EZ4390| PID    Reference Object                     Distance      Geod. Az  |
 EZ4390|                                                           dddmmss.s |
 EZ4390| EZ4389 LESTER                              APPROX. 1.9 KM 1005324.4 |
 EZ4390|---------------------------------------------------------------------|
 EZ4390
 EZ4390                          SUPERSEDED SURVEY CONTROL
 EZ4390
 EZ4390  NAD 83(1986)-  35 57 59.55390(N)    078 19 26.23987(W) AD(       ) 2
 EZ4390  NAD 27      -  35 57 59.00265(N)    078 19 27.25379(W) AD(       ) 2
 EZ4390  NGVD 29 (07/19/86)  108.4    (m)          356.     (f) VERT ANG    3  
 EZ4390
 EZ4390.Superseded values are not recommended for survey control.
 EZ4390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4390.See file dsdata.txt to determine how the superseded data were derived.
 EZ4390
 EZ4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4131583549(NAD 83)
 EZ4390_MARKER: DE = TRAVERSE STATION DISK
 EZ4390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4390_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4390+STABILITY: SURFACE MOTION
 EZ4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4390+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 EZ4390
 EZ4390  HISTORY     - Date     Condition        Report By
 EZ4390  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4390  HISTORY     - 1987     GOOD             USPSQD
 EZ4390  HISTORY     - 20050213 GOOD             USPSQD
 EZ4390
 EZ4390                          STATION DESCRIPTION
 EZ4390
 EZ4390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4390'ALSTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4390'APPROXIMATELY 4.0 MILES WEST OF BUNN, NORTH CAROLINA.
 EZ4390'
 EZ4390'TO REACH STATION FROM INTERSECTION OF US 401 WITH NC 98 NORTHEAST OF
 EZ4390'ROLESVILLE, PROCEED EASTERLY ALONG NC 98 FOR 4.3 MILES TO STATION ON
 EZ4390'RIGHT, ON EAST SLOPE OF 8 FOOT CUT, DIRECTLY IN FRONT OF HUGH SPIVEYS
 EZ4390'MOBILE HOME AND APPROXIMATELY 150 FEET NORTH-NORTHWEST OF JOEL ALSTONS
 EZ4390'ONE STORY BRICK RESIDENCE, 0.25 MILE WEST-NORTHWEST OF T INTERSECTION
 EZ4390'WITH SR 1710 (SOUTH-SOUTHWEST).
 EZ4390'
 EZ4390'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALSTON 1976---, SET
 EZ4390'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EZ4390'SURFACE OF THE GROUND.  THE MARK IS 28.2 FEET SOUTH OF THE CENTERLINE
 EZ4390'OF NC 98, 69.6 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF MOBILE
 EZ4390'HOME, 74.9 FEET EAST OF POWER POLE WITH ALUMINUM TAG, 99.0 FEET NORTH-
 EZ4390'NORTHWEST OF POWER POLE WITH DUSK-DAWN LIGHT AND ALUMINUM TAG, AND
 EZ4390'105.0 FEET WEST-NORTHWEST OF POWER POLE WITH TRANSFORMER, TELEPHONE
 EZ4390'PEDESTAL AND ALUMINUM TAG.
 EZ4390
 EZ4390                          STATION RECOVERY (1987)
 EZ4390
 EZ4390'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4390'RECOVERED IN GOOD CONDITION.
 EZ4390
 EZ4390                          STATION RECOVERY (2005)
 EZ4390
 EZ4390'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4390'N 35 57.994
 EZ4390'W 078 19.435
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6459 ***********************************************************************
 EZ6459  DESIGNATION -  ALSTON
 EZ6459  PID         -  EZ6459
 EZ6459  STATE/COUNTY-  NC/DURHAM
 EZ6459  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ6459
 EZ6459                         *CURRENT SURVEY CONTROL
 EZ6459  ___________________________________________________________________
 EZ6459* NAD 83(2001)-  35 58 56.39565(N)    078 53 27.99328(W)     ADJUSTED  
 EZ6459* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 EZ6459  ___________________________________________________________________
 EZ6459  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 EZ6459  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EZ6459  HORZ ORDER  -  SECOND
 EZ6459
 EZ6459.The horizontal coordinates were established by classical geodetic methods
 EZ6459.and adjusted by the National Geodetic Survey in August 2005.
 EZ6459
 EZ6459.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6459
 EZ6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6459
 EZ6459.The geoid height was determined by GEOID03.
 EZ6459
 EZ6459;                    North         East     Units Scale Factor Converg.
 EZ6459;SPC NC       -   247,645.779   619,420.946   MT  0.99995377   +0 03 46.3
 EZ6459;SPC NC       -   812,484.53  2,032,216.89   sFT  0.99995377   +0 03 46.3
 EZ6459;UTM  17      - 3,984,045.145   690,125.105   MT  1.00004542   +1 14 21.9
 EZ6459
 EZ6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6459!SPC NC       -   0.99998615  x   0.99995377  =   0.99993992
 EZ6459!UTM  17      -   0.99998615  x   1.00004542  =   1.00003157
 EZ6459
 EZ6459|---------------------------------------------------------------------|
 EZ6459| PID    Reference Object                     Distance      Geod. Az  |
 EZ6459|                                                           dddmmss.s |
 EZ6459| EZ6467 DURHAM SOUTHEAST TANK               261.213 METERS 07225     |
 EZ6459| EZ6466 DURHAM LUCKY STRIKE TANK            APPROX. 1.7 KM 3142055.7 |
 EZ6459|---------------------------------------------------------------------|
 EZ6459
 EZ6459                          SUPERSEDED SURVEY CONTROL
 EZ6459
 EZ6459  NAD 83(1986)-  35 58 56.40012(N)    078 53 27.99830(W) AD(       ) 2
 EZ6459  NGVD 29 (03/03/92)  119.9    (m)          393.     (f) VERT ANG    3  
 EZ6459
 EZ6459.Superseded values are not recommended for survey control.
 EZ6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6459.See file dsdata.txt to determine how the superseded data were derived.
 EZ6459
 EZ6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9012584045(NAD 83)
 EZ6459_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6459_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6459+STABILITY: SURFACE MOTION
 EZ6459
 EZ6459  HISTORY     - Date     Condition        Report By
 EZ6459  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6459
 EZ6459                          STATION DESCRIPTION
 EZ6459
 EZ6459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6459'STATION IS LOCATED IN DURHAM.
 EZ6459'
 EZ6459'ALONG NORTH-SOUTH FREEWAY, AT THE ALSTON AVENUE OVERPASS, IN GRASSY
 EZ6459'AREA BETWEEN SOUTHBOUND LANES OF FREEWAY AND EXIT RAMP TO ALSTON
 EZ6459'AVENUE, AT THE WEST END OF GUARDRAIL.
 EZ6459'
 EZ6459'THE STATION IS A STANDARD NCGS DISK STAMPED---ALSTON 1984---,
 EZ6459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6459'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 EZ6459'8.6 METERS (28.3 FT) SOUTH-SOUTHWEST OF CENTERLINE OF SOUTHBOUND
 EZ6459'LANE,
 EZ6459'4.8 METERS (15.7 FT) SOUTHEAST OF CENTER OF MANHOLE COVER,
 EZ6459'2.6 METERS (8.4 FT) WEST-NORTHWEST OF FIRST METAL GUARD RAIL POST,
 EZ6459'42.5 METERS (139.3 FT) NORTHWEST OF SOUTH POST FOR BRIGGS AVENUE
 EZ6459'3/4 MI SIGN AND
 EZ6459'35.3 METERS (115.9 FT) EAST OF 5 INCH MAPLE WITH REFERENCE TAG.
 EZ6459'
 EZ6459'MARK IS 0.3 METER ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4306 ***********************************************************************
 FX4306  DESIGNATION -  ALSTON RESET
 FX4306  PID         -  FX4306
 FX4306  STATE/COUNTY-  NC/HALIFAX
 FX4306  USGS QUAD   -  THELMA (1973)
 FX4306
 FX4306                         *CURRENT SURVEY CONTROL
 FX4306  ___________________________________________________________________
 FX4306* NAD 83(2007)-  36 24 12.47100(N)    077 47 47.41235(W)     ADJUSTED  
 FX4306* NAVD 88     -       110.5    (meters)     363.     (feet)  GPS OBS   
 FX4306  ___________________________________________________________________
 FX4306  EPOCH DATE  -        2002.00
 FX4306  X           -   1,086,435.341 (meters)                     COMP
 FX4306  Y           -  -5,023,478.241 (meters)                     COMP
 FX4306  Z           -   3,764,363.419 (meters)                     COMP
 FX4306  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FX4306  ELLIP HEIGHT-          76.525 (meters)          (02/10/07) ADJUSTED
 FX4306  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 FX4306
 FX4306  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4306  Type    PID    Designation                      North   East  Ellip
 FX4306  -------------------------------------------------------------------
 FX4306  NETWORK FX4306 ALSTON RESET                      0.67   0.55   1.71
 FX4306  -------------------------------------------------------------------
 FX4306
 FX4306.The horizontal coordinates were established by GPS observations
 FX4306.and adjusted by the National Geodetic Survey in February 2007.
 FX4306
 FX4306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4306.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4306.The horizontal coordinates are valid at the epoch date displayed above.
 FX4306.The epoch date for horizontal control is a decimal equivalence
 FX4306.of Year/Month/Day.
 FX4306
 FX4306.The orthometric height was determined by GPS observations and a
 FX4306.high-resolution geoid model.
 FX4306
 FX4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4306
 FX4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4306
 FX4306.The ellipsoidal height was determined by GPS observations
 FX4306.and is referenced to NAD 83.
 FX4306
 FX4306.The geoid height was determined by GEOID03.
 FX4306
 FX4306;                    North         East     Units Scale Factor Converg.
 FX4306;SPC NC       -   295,025.187   717,562.912   MT  1.00007470   +0 41 40.6
 FX4306;SPC NC       -   967,928.47  2,354,204.32   sFT  1.00007470   +0 41 40.6
 FX4306;UTM  18      - 4,032,333.791   249,218.185   MT  1.00037494   -1 39 37.8
 FX4306
 FX4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4306!SPC NC       -   0.99998799  x   1.00007470  =   1.00006269
 FX4306!UTM  18      -   0.99998799  x   1.00037494  =   1.00036293
 FX4306
 FX4306:                Primary Azimuth Mark                     Grid Az
 FX4306:SPC NC       -  ROANOKE RAPIDS LGE TK E SIDE             066 34 54.3
 FX4306:UTM  18      -  ROANOKE RAPIDS LGE TK E SIDE             068 56 12.7
 FX4306
 FX4306|---------------------------------------------------------------------|
 FX4306| PID    Reference Object                     Distance      Geod. Az  |
 FX4306|                                                           dddmmss.s |
 FX4306| FX4220 ROANOKE RAPIDS LGE TK E SIDE        APPROX.13.9 KM 0671634.9 |
 FX4306| FX4541 ALSTON RM 1                          31.745 METERS 13642     |
 FX4306| FX4542 ALSTON RM 2 AZIMUTH                                1673008.2 |
 FX4306| FX4543 ALSTON RM 3                          28.257 METERS 24259     |
 FX4306| FX4544 ALSTON RM 4                          24.436 METERS 32247     |
 FX4306|---------------------------------------------------------------------|
 FX4306
 FX4306                          SUPERSEDED SURVEY CONTROL
 FX4306
 FX4306  NAD 83(2001)-  36 24 12.47192(N)    077 47 47.41248(W) AD(       ) 1
 FX4306  ELLIP H (03/13/03)   76.504  (m)                       GP(       ) 4 2
 FX4306  NAD 83(1986)-  36 24 12.47545(N)    077 47 47.42099(W) AD(       ) 1
 FX4306  NAD 83(1993)-  36 24 12.47347(N)    077 47 47.41002(W) AD(       ) 1
 FX4306  NAD 83(1986)-  36 24 12.47545(N)    077 47 47.42098(W) AD(       ) 1
 FX4306  NAD 27      -  36 24 11.93000(N)    077 47 48.47530(W) AD(       ) 1
 FX4306
 FX4306.Superseded values are not recommended for survey control.
 FX4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4306.See file dsdata.txt to determine how the superseded data were derived.
 FX4306
 FX4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4921832334(NAD 83)
 FX4306_MARKER: DS = TRIANGULATION STATION DISK
 FX4306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4306_SP_SET: SET INTO TOP OF CONCRETE POST
 FX4306_STAMPING: ALSTON 1933 1975
 FX4306_MARK LOGO: CGS   
 FX4306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4306+STABILITY: SURFACE MOTION
 FX4306
 FX4306  HISTORY     - Date     Condition        Report By
 FX4306  HISTORY     - 1975     MONUMENTED       NGS
 FX4306  HISTORY     - 1978     GOOD             NGS
 FX4306  HISTORY     - 19930309 GOOD             NCGS
 FX4306
 FX4306                          STATION DESCRIPTION
 FX4306
 FX4306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FX4306'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN
 FX4306'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND ON TOP OF GROUND
 FX4306'SEVERAL YARDS FROM ORIGINAL POSITION AND THE DISK WAS RECLAIMED AT
 FX4306'THIS TIME.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND
 FX4306'DESTROYED, APPARENTLY BY HIGHWAY CONSTRUCTION, AND THE DISK WAS
 FX4306'RECLAIMED BY THIS PARTY PREVIOUSLY.  SINCE STATION IS IN
 FX4306'CULTIVATED FIELD THE SURFACE MARK WAS DESTROYED AND A NEW
 FX4306'STATION MARK WAS SET DIRECTLY OVER UNDERGROUND MARK ABOUT 10
 FX4306'INCHES BELOW THE SURFACE AND A REFERENCE MARK NO. 4 WAS
 FX4306'ESTABLISHED.  THE STATION UNDERGROUND MARK WAS FOUND TO BE .007
 FX4306'METER, ABOUT ON LINE WITH AND AWAY FROM REFERENCE MARK NO.
 FX4306'3, FROM THE SURFACE MARK.  A DIFFERENCE OF .76 FOOT LONGER WAS
 FX4306'FOUND IN THE DISTANCE TO REFERENCE MARK NO. 3 WHICH APPEARS TO
 FX4306'HAVE BEEN STRUCK BY FARMING EQUIPMENT BUT IS FIRM IN THE GROUND.
 FX4306'A NEW DESCRIPTION FOLLOWS.
 FX4306'
 FX4306'STATION IS ABOUT 9 MILES SOUTHWEST OF ROANOKE RAPIDS, 6 MILES
 FX4306'SOUTHEAST OF LITTLETON AND 3 MILES NORTH OF AURELIAN SPRINGS.
 FX4306'STATION IS ON A LOW HILL IN A CULTIVATED FIELD, 99 FEET SOUTHEAST
 FX4306'OF A 4 FOOT OAK TREE AND 72.5 FEET SOUTH OF THE SOUTHEAST CORNER
 FX4306'OF TOBACCO BARN.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF
 FX4306'A CONCRETE MONUMENT ABOUT 10 INCHES BELOW THE SURFACE AND THE
 FX4306'DISK IS STAMPED ALSTON 1933 1975.
 FX4306'
 FX4306'TO REACH STATION FROM THE JUNCTION OF U. S. HIGHWAY 158 AND
 FX4306'STATE HIGHWAY 48 AT THE SOUTHWEST EDGE OF ROANOKE RAPIDS GO
 FX4306'SOUTHWESTERLY ON STATE HIGHWAY 148 FOR 7.4 MILES TO SIDE ROAD
 FX4306'RIGHT.  TURN RIGHT AND GO WESTERLY ON SECONDARY STATE ROAD 1415
 FX4306'FOR 1.9 MILES TO DRIVEWAY ON RIGHT.  TURN RIGHT AND GO .05 MILE TO
 FX4306'FORK.  TAKE RIGHT FORK FOR .05 MILE TO TOBACCO BARN ON LEFT
 FX4306'AND STATION ON RIGHT AS DESCRIBED.
 FX4306'
 FX4306'REFERENCE MARK NO. 3 IS 10 FEET WEST OF WEST EDGE OF CULTIVATED
 FX4306'FIELD.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 FX4306'MONUMENT THAT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FX4306'ALSTON NO 3 1933.
 FX4306'
 FX4306'REFERENCE MARK NO. 4 IS 29 FEET EAST OF 4 FOOT OAK TREE AND 3 FEET
 FX4306'WEST OF SOUTHWEST CORNER OF TOBACCO BARN.  MARK IS A STANDARD DISK
 FX4306'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 FX4306'INCHES AND THE DISK IS STAMPED ALSTON 1933 NO 4 1975.
 FX4306'
 FX4306'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 FX4306'AURELIAN SPRINGS.
 FX4306
 FX4306                          STATION RECOVERY (1978)
 FX4306
 FX4306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FX4306'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE RECOVERED
 FX4306'AS DESCRIBED IN 1975.  THE TO REACH OF THE STATION IS ADEQUATE.
 FX4306
 FX4306                          STATION RECOVERY (1993)
 FX4306
 FX4306'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4306'RECOVERED AS DESCRIBED. THE MARK IS IN AN AREA IN DANGER OF
 FX4306'CULTIVATION DAMAGE. A 90-PENNY NAIL WAS ADDED BY MARK FOR MAGNETIC
 FX4306'PURPOSES. NEW INFORMATION FOLLOWS. THE DRIVEWAY IN THE 1975
 FX4306'DESCRIPTION IS ABOUT 100 YARDS EAST OF SR 1418. MARK IS NOW RECESSED
 FX4306'ABOUT 3 INCHES BELOW GROUND. THE OAK IS NOW 4-FOOT AND A REFERENCE TAG
 FX4306'WAS ADDED TO IT. THE MARK IS 72.9 FT (22.2 M) SOUTH-SOUTHEAST OF THE
 FX4306'SOUTHEAST CORNER OF THE BARN. REFERENCE MARKS 3 AND 4 WERE FOUND IN
 FX4306'GOOD CONDITION. RM 4 IS NOW FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4543 ***********************************************************************
 FX4543  DESIGNATION -  ALSTON RM 3
 FX4543  PID         -  FX4543
 FX4543  STATE/COUNTY-  NC/HALIFAX
 FX4543  USGS QUAD   -  THELMA (1973)
 FX4543
 FX4543                         *CURRENT SURVEY CONTROL
 FX4543  ___________________________________________________________________
 FX4543* NAD 83(2001)-  36 24 12.05551(N)    077 47 48.42280(W)     ADJUSTED  
 FX4543* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 FX4543  ___________________________________________________________________
 FX4543  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FX4543  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 FX4543  HORZ ORDER  -  SECOND
 FX4543
 FX4543.The horizontal coordinates were established by classical geodetic methods
 FX4543.and adjusted by the National Geodetic Survey in August 2005.
 FX4543
 FX4543.The orthometric height was scaled from a topographic map.
 FX4543
 FX4543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4543
 FX4543.The geoid height was determined by GEOID03.
 FX4543
 FX4543;                    North         East     Units Scale Factor Converg.
 FX4543;SPC NC       -   295,012.075   717,537.890   MT  1.00007466   +0 41 40.1
 FX4543;SPC NC       -   967,885.45  2,354,122.23   sFT  1.00007466   +0 41 40.1
 FX4543;UTM  18      - 4,032,321.714   249,192.637   MT  1.00037510   -1 39 38.4
 FX4543
 FX4543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4543!SPC NC       -   0.99998799  x   1.00007466  =   1.00006265
 FX4543!UTM  18      -   0.99998799  x   1.00037510  =   1.00036309
 FX4543
 FX4543                          SUPERSEDED SURVEY CONTROL
 FX4543
 FX4543  NAD 83(1986)-  36 24 12.05905(N)    077 47 48.43130(W) AD(       ) 2
 FX4543
 FX4543.Superseded values are not recommended for survey control.
 FX4543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4543.See file dsdata.txt to determine how the superseded data were derived.
 FX4543
 FX4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4919332322(NAD 83)
 FX4543_MARKER: DR = REFERENCE MARK DISK
 FX4543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4543_STAMPING: ALSTON NO 3 1933
 FX4543_MARK LOGO: CGS   
 FX4543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4543+STABILITY: SURFACE MOTION
 FX4543
 FX4543  HISTORY     - Date     Condition        Report By
 FX4543  HISTORY     - 1933     MONUMENTED       CGS
 FX4543  HISTORY     - 19930309 GOOD             NCGS
 FX4543
 FX4543                          STATION DESCRIPTION
 FX4543
 FX4543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4543'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF ROANOKE
 FX4543'RAPIDS AND 0.2 MI (0.3 KM) EAST-NORTHEAST OF HINES CROSSROADS. ALONG
 FX4543'NC-48 FOR 1.3 MI (2.1 KM) SOUTHWEST FROM NC-903, SOUTHWEST OF ROANOKE
 FX4543'RAPIDS, TO SR-1415, THENCE WEST ALONG SR-1415 FOR 1.9 MI (3.1 KM) TO
 FX4543'WOODS ROAD, THENCE NORTH ALONG WOODS ROAD FOR 0.1 MI (0.2 KM) TO
 FX4543'STATION, NEAR WEST EDGE OF CULTIVATED FIELD. MARK PROJECTS 8-INCHES
 FX4543'ABOVE GROUND. LOCATED 10.0 FT (3.0 M) WEST OF THE WEST EDGE OF
 FX4543'CULTIVATED FIELD, 92.7 FT (28.3 M) SOUTHWEST OF STATION ALSTON RESET,
 FX4543'111.4 FT (34.0 M) SOUTH OF ALSTON RM 4.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4544 ***********************************************************************
 FX4544  DESIGNATION -  ALSTON RM 4
 FX4544  PID         -  FX4544
 FX4544  STATE/COUNTY-  NC/HALIFAX
 FX4544  USGS QUAD   -  THELMA (1973)
 FX4544
 FX4544                         *CURRENT SURVEY CONTROL
 FX4544  ___________________________________________________________________
 FX4544* NAD 83(2001)-  36 24 13.10317(N)    077 47 48.00572(W)     ADJUSTED  
 FX4544* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 FX4544  ___________________________________________________________________
 FX4544  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FX4544  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 FX4544  HORZ ORDER  -  SECOND
 FX4544
 FX4544.The horizontal coordinates were established by classical geodetic methods
 FX4544.and adjusted by the National Geodetic Survey in August 2005.
 FX4544
 FX4544.The orthometric height was scaled from a topographic map.
 FX4544
 FX4544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4544
 FX4544.The geoid height was determined by GEOID03.
 FX4544
 FX4544;                    North         East     Units Scale Factor Converg.
 FX4544;SPC NC       -   295,044.494   717,547.891   MT  1.00007476   +0 41 40.3
 FX4544;SPC NC       -   967,991.81  2,354,155.04   sFT  1.00007476   +0 41 40.3
 FX4544;UTM  18      - 4,032,353.704   249,203.965   MT  1.00037503   -1 39 38.2
 FX4544
 FX4544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4544!SPC NC       -   0.99998799  x   1.00007476  =   1.00006275
 FX4544!UTM  18      -   0.99998799  x   1.00037503  =   1.00036302
 FX4544
 FX4544                          SUPERSEDED SURVEY CONTROL
 FX4544
 FX4544  NAD 83(1986)-  36 24 13.10671(N)    077 47 48.01420(W) AD(       ) 2
 FX4544
 FX4544.Superseded values are not recommended for survey control.
 FX4544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4544.See file dsdata.txt to determine how the superseded data were derived.
 FX4544
 FX4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4920432354(NAD 83)
 FX4544_MARKER: DR = REFERENCE MARK DISK
 FX4544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4544_STAMPING: ALSTON 1933 NO 4 1975
 FX4544_MARK LOGO: NGS   
 FX4544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4544+STABILITY: SURFACE MOTION
 FX4544
 FX4544  HISTORY     - Date     Condition        Report By
 FX4544  HISTORY     - 1975     MONUMENTED       NGS
 FX4544  HISTORY     - 19930309 GOOD             NCGS
 FX4544
 FX4544                          STATION DESCRIPTION
 FX4544
 FX4544'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4544'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF ROANOKE
 FX4544'RAPIDS AND 0.2 MI (0.3 KM) EAST-NORTHEAST OF HINES CROSSROADS. ALONG
 FX4544'NC-48 FOR 1.3 MI (2.1 KM) SOUTHWEST FROM NC-903, SOUTHWEST OF ROANOKE
 FX4544'RAPIDS, TO SR-1415, THENCE WEST ALONG SR-1415 FOR 1.9 MI (3.1 KM) TO
 FX4544'WOODS ROAD, THENCE NORTH ALONG WOODS ROAD FOR 0.1 MI (0.2 KM) TO
 FX4544'STATION, AT A TOBACCO BARN. MARK IS FLUSH WITH GROUND. LOCATED 3.0 FT
 FX4544'(0.9 M) WEST OF THE SOUTHWEST CORNER OF TOBACCO BARN, 29.0 FT (8.8 M)
 FX4544'EAST OF A 36-INCH OAK TREE, AND 80.2 FT (24.4 M) NORTHWEST OF STATION
 FX4544'ALSTON RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5341 ***********************************************************************
 AI5341  DESIGNATION -  ALSTON RM 5
 AI5341  PID         -  AI5341
 AI5341  STATE/COUNTY-  NC/HALIFAX
 AI5341  USGS QUAD   -  THELMA (1973)
 AI5341
 AI5341                         *CURRENT SURVEY CONTROL
 AI5341  ___________________________________________________________________
 AI5341* NAD 83(2001)-  36 24 03.92945(N)    077 47 44.57440(W)     ADJUSTED  
 AI5341* NAVD 88     -       107.7    (meters)     353.     (feet)  VERT ANG  
 AI5341  ___________________________________________________________________
 AI5341  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AI5341  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AI5341  HORZ ORDER  -  SECOND
 AI5341
 AI5341.The horizontal coordinates were established by classical geodetic methods
 AI5341.and adjusted by the National Geodetic Survey in August 2005.
 AI5341
 AI5341.The orthometric height was determined by vertical angle observations.
 AI5341
 AI5341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5341
 AI5341.The geoid height was determined by GEOID03.
 AI5341
 AI5341;                    North         East     Units Scale Factor Converg.
 AI5341;SPC NC       -   294,762.760   717,636.820   MT  1.00007387   +0 41 42.3
 AI5341;SPC NC       -   967,067.49  2,354,446.80   sFT  1.00007387   +0 41 42.3
 AI5341;UTM  18      - 4,032,068.468   249,281.266   MT  1.00037455   -1 39 35.8
 AI5341
 AI5341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5341!SPC NC       -   0.99998843  x   1.00007387  =   1.00006230
 AI5341!UTM  18      -   0.99998843  x   1.00037455  =   1.00036297
 AI5341
 AI5341                          SUPERSEDED SURVEY CONTROL
 AI5341
 AI5341  NAD 83(1986)-  36 24 03.93299(N)    077 47 44.58291(W) AD(       ) 2
 AI5341
 AI5341.Superseded values are not recommended for survey control.
 AI5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5341.See file dsdata.txt to determine how the superseded data were derived.
 AI5341
 AI5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4928132068(NAD 83)
 AI5341_MARKER: DR = REFERENCE MARK DISK
 AI5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5341_STAMPING: ALSTON NO 5 1993
 AI5341_MARK LOGO: NGS   
 AI5341_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5341+STABILITY: SURFACE MOTION
 AI5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5341+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5341
 AI5341  HISTORY     - Date     Condition        Report By
 AI5341  HISTORY     - 1993     MONUMENTED       NCGS
 AI5341
 AI5341                          STATION DESCRIPTION
 AI5341
 AI5341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5341'STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHWEST OF ROANOKE RAPIDS, 6
 AI5341'MI (9.7 KM) SOUTHEAST OF LITTLETON, AND 3 MI (4.8 KM) NORTH OF
 AI5341'AURELIAN SPRINGS. PROCEED ALONG NC-48 FOR 7.4 MI (11.9 KM) SOUTHWEST
 AI5341'FROM NC-903, SOUTHWEST OF ROANOKE RAPIDS, TO SR 1415, THENCE WEST
 AI5341'ALONG SR 1415 FOR 1.8 MI (2.9 KM) TO STATION ON THE SOUTHWEST SIDE OF
 AI5341'SR 1415 ON THE TOP OF A LOW BACK SLOPE. MARK IS ABOUT LEVEL WITH
 AI5341'CENTER OF ROAD AND RECESSED 2 INCHES BELOW GROUND.  LOCATED 29.9 FT
 AI5341'(9.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1415, 56.4 FT (17.2 M)
 AI5341'SOUTHWEST OF A CURVE SIGN ACROSS THE ROAD--AND 130.3 FT (39.7 M)
 AI5341'NORTH-NORTHWEST OF A POWER POLE, 133.7 FT (40.8 M) SOUTH-SOUTHEAST OF
 AI5341'A POWER POLE--BOTH WITH REFERENCE TAGS. APPROXIMATELY 273 METERS
 AI5341'(895.7 FT) SOUTH OF STATION ALSTON RESET AND WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3569 ***********************************************************************
 FA3569  DESIGNATION -  ALTA VIEW
 FA3569  PID         -  FA3569
 FA3569  STATE/COUNTY-  NC/BURKE
 FA3569  USGS QUAD   -  ASHFORD (1993)
 FA3569
 FA3569                         *CURRENT SURVEY CONTROL
 FA3569  ___________________________________________________________________
 FA3569* NAD 83(2001)-  35 51 56.23271(N)    081 54 52.98786(W)     ADJUSTED  
 FA3569* NAVD 88     -      1074.1    (meters)    3524.     (feet)  VERTCON   
 FA3569  ___________________________________________________________________
 FA3569  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FA3569  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FA3569  HORZ ORDER  -  SECOND
 FA3569
 FA3569.The horizontal coordinates were established by classical geodetic methods
 FA3569.and adjusted by the National Geodetic Survey in August 2005.
 FA3569
 FA3569.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3569
 FA3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3569
 FA3569.The geoid height was determined by GEOID03.
 FA3569
 FA3569;                    North         East     Units Scale Factor Converg.
 FA3569;SPC NC       -   238,555.188   346,410.575   MT  0.99992987   -1 40 56.2
 FA3569;SPC NC       -   782,659.81  1,136,515.36   sFT  0.99992987   -1 40 56.2
 FA3569;UTM  17      - 3,969,430.175   417,417.818   MT  0.99968403   -0 32 09.4
 FA3569
 FA3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3569!SPC NC       -   0.99983640  x   0.99992987  =   0.99976628
 FA3569!UTM  17      -   0.99983640  x   0.99968403  =   0.99952048
 FA3569
 FA3569                          SUPERSEDED SURVEY CONTROL
 FA3569
 FA3569  NAD 83(1995)-  35 51 56.23322(N)    081 54 52.98717(W) AD(       ) 2
 FA3569  NAD 83(1986)-  35 51 56.24314(N)    081 54 52.98898(W) AD(       ) 2
 FA3569  NAD 27      -  35 51 55.79358(N)    081 54 53.59544(W) AD(       ) 2
 FA3569  NGVD 29 (07/19/86) 1074.2    (m)         3524.     (f) VERT ANG    3  
 FA3569
 FA3569.Superseded values are not recommended for survey control.
 FA3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3569.See file dsdata.txt to determine how the superseded data were derived.
 FA3569
 FA3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1741869430(NAD 83)
 FA3569_MARKER: DE = TRAVERSE STATION DISK
 FA3569_SETTING: 80 = SET IN A BOULDER
 FA3569_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FA3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3569+STABILITY: SURFACE MOTION
 FA3569
 FA3569  HISTORY     - Date     Condition        Report By
 FA3569  HISTORY     - 1975     MONUMENTED       NCGS
 FA3569  HISTORY     - 19860101 MARK NOT FOUND   NCGS
 FA3569
 FA3569                          STATION DESCRIPTION
 FA3569
 FA3569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3569'ALTA VIEW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3569'THE VICINITY OF LINVILLE FALLS, NORTH CAROLINA.
 FA3569'
 FA3569'ALTA VIEW IS LOCATED APPROXIMATELY 6.6 MILES SSE OF LINVILLE FALLS,
 FA3569'AND 15.2 MILES NW OF MORGANTON.  TO REACH STATION FROM INTERSECTION
 FA3569'OF SR 1238 (OLD NC 105) AND NC 126 IN LONGTOWN COMMUNITY,
 FA3569'APPROXIMATELY 12.0 MILES WEST OF MORGANTON, PROCEED NORTH ALONG SR
 FA3569'1238 FOR 8.65 MILES TO STATION ON RIGHT IN BOULDER ON ON NORTH SIDE
 FA3569'OF A SMALL TURNOFF, 3.35 MILES SOUTH OF INTERSECTION WITH ROAD TO
 FA3569'WISEMANS VIEW, 2.5 MILES NORTH OF INTERSECTION WITH ROAD TO DOBSON
 FA3569'KNOB, 0.1 MILE NORTH OF OLD ROAD SIGN ALTA VIEW, AND ON NORTH SIDE
 FA3569'OF SMALL TURNOFF ON EAST SIDE OF SR 1238.
 FA3569'
 FA3569'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALTA
 FA3569'VIEW 1975, SET FLUSH IN DRILL HOLE IN BOULDER.
 FA3569'
 FA3569'MARK IS 17.0 FT SE OF APPROXIMATE C/L OF SR 1238.
 FA3569'
 FA3569'49.0 FT NNE OF APPROXIMATE CENTER OF BOULDER IN TURNOFF
 FA3569'
 FA3569'4.5 FT N OF SOUTH END OF BOULDER (WHICH STATION IS SET IN)
 FA3569'
 FA3569'2.5 FT SSE OF 16 IN OAK TREE WITH ALUMINUM REF. TAG
 FA3569'
 FA3569'33.5 FT NW OF 10 IN OAK TREE WITH ALUMINUM REF. TAG
 FA3569
 FA3569                          STATION RECOVERY (1986)
 FA3569
 FA3569'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FA3569'THE BOULDER APPEARS TO BE BROKEN OFF WHERE THE REFERENCES SHOW THE
 FA3569'STATION TO BE. A NEW STATION--GOFORTH NCGS--WAS ESTABLISHED NEAR THE
 FA3569'LOCATION OF ALTA VIEW NCGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3586 ***********************************************************************
 FA3586  DESIGNATION -  ALTAMONT
 FA3586  PID         -  FA3586
 FA3586  STATE/COUNTY-  NC/AVERY
 FA3586  USGS QUAD   -  LINVILLE FALLS (1994)
 FA3586
 FA3586                         *CURRENT SURVEY CONTROL
 FA3586  ___________________________________________________________________
 FA3586* NAD 83(2001)-  35 59 36.71332(N)    081 56 22.65815(W)     ADJUSTED  
 FA3586* NAVD 88     -      1033.7    (meters)    3391.     (feet)  VERTCON   
 FA3586  ___________________________________________________________________
 FA3586  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 FA3586  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FA3586  HORZ ORDER  -  SECOND
 FA3586
 FA3586.The horizontal coordinates were established by classical geodetic methods
 FA3586.and adjusted by the National Geodetic Survey in August 2005.
 FA3586
 FA3586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3586
 FA3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3586
 FA3586.The geoid height was determined by GEOID03.
 FA3586
 FA3586;                    North         East     Units Scale Factor Converg.
 FA3586;SPC NC       -   252,807.214   344,582.268   MT  0.99995628   -1 41 48.0
 FA3586;SPC NC       -   829,418.33  1,130,516.99   sFT  0.99995628   -1 41 48.0
 FA3586;UTM  17      - 3,983,639.161   415,305.529   MT  0.99968839   -0 33 08.1
 FA3586
 FA3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3586!SPC NC       -   0.99984265  x   0.99995628  =   0.99979893
 FA3586!UTM  17      -   0.99984265  x   0.99968839  =   0.99953108
 FA3586
 FA3586:                Primary Azimuth Mark                     Grid Az
 FA3586:SPC NC       -  HAWSHAW                                  003 37 35.6
 FA3586:UTM  17      -  HAWSHAW                                  002 28 55.7
 FA3586
 FA3586|---------------------------------------------------------------------|
 FA3586| PID    Reference Object                     Distance      Geod. Az  |
 FA3586|                                                           dddmmss.s |
 FA3586| FZ2115 HAWSHAW                             APPROX. 5.8 KM 0015547.6 |
 FA3586|---------------------------------------------------------------------|
 FA3586
 FA3586                          SUPERSEDED SURVEY CONTROL
 FA3586
 FA3586  NAD 83(1995)-  35 59 36.71262(N)    081 56 22.65475(W) AD(       ) 2
 FA3586  NAD 83(1986)-  35 59 36.71969(N)    081 56 22.66038(W) AD(       ) 2
 FA3586  NAD 27      -  35 59 36.26217(N)    081 56 23.24850(W) AD(       ) 2
 FA3586  NGVD 29 (07/19/86) 1033.8    (m)         3392.     (f) VERT ANG    3  
 FA3586
 FA3586.Superseded values are not recommended for survey control.
 FA3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3586.See file dsdata.txt to determine how the superseded data were derived.
 FA3586
 FA3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1530683639(NAD 83)
 FA3586_MARKER: DE = TRAVERSE STATION DISK
 FA3586_SETTING: 66 = SET IN ROCK OUTCROP
 FA3586_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FA3586_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FA3586+STABILITY: POSITION/ELEVATION WELL
 FA3586
 FA3586  HISTORY     - Date     Condition        Report By
 FA3586  HISTORY     - 1975     MONUMENTED       NCGS
 FA3586
 FA3586                          STATION DESCRIPTION
 FA3586
 FA3586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3586'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FA3586'APPROXIMATELY 2.0 MILES SOUTH-SOUTHWEST OF CROSSNORE AND 2.2 MILES
 FA3586'NORTH OF LINVILLE FALLS COMMUNITY, NORTH CAROLINA.
 FA3586'
 FA3586'TO REACH STATION FROM THE INTERSECTION OF US 221 AND NC 194 BETWEEN
 FA3586'CROSSNORE AND LINVILLE FALLS, PROCEED NORTHEAST ALONG US 221 AND NC
 FA3586'194 FOR 1.4 MILES TO WISEMANS STORE ON RIGHT IN ALTAMONT COMMUNITY,
 FA3586'THENCE CONTINUE ALONG US 221 AND NC 194 FOR APPROXIMATELY 150 FEET TO
 FA3586'DRIVEWAY ON RIGHT, THENCE EAST ALONG DRIVEWAY BY SOUTH SIDE OF TWO
 FA3586'STORY HOUSE, THENCE NORTHEAST BY SOUTH SIDE OF BARN (FOR A TOTAL OF
 FA3586'0.35 MILE FROM HIGHWAY) TO TOP OF SHARP RIDGE IN FIELD OF BALSAMS AND
 FA3586'STATION APPROXIMATELY 35 FEET SOUTH OF SUMMIT AND APPROXIMATELY 10.5
 FA3586'FEET SOUTHWEST OF NORTHEAST (SHARP) SLOPE.
 FA3586'
 FA3586'STATION MARK IS A STANDARD BRASS DISK, STAMPED---ALTAMONT 1975---, SET
 FA3586'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FA3586'GROUND SURFACE.  MARK IS 11.0 FEET EAST-SOUTHEAST OF CENTERLINE OF
 FA3586'TRAIL ALONG RIDGE, 7.1 FEET WEST OF WITNESS POST, 141.1 FEET NORTH OF
 FA3586'10 INCH HICKORY WITH ALUMINUM TAG, 88.4 FEET NORTHWEST OF 12 INCH
 FA3586'LOCUST WITH ALUMINUM TAG AND 124.4 FEET SOUTH OF 16 INCH ELM WITH
 FA3586'ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1620 ***********************************************************************
 EC1620  DESIGNATION -  ALTAN
 EC1620  PID         -  EC1620
 EC1620  STATE/COUNTY-  NC/UNION
 EC1620  USGS QUAD   -  MONROE (1988)
 EC1620
 EC1620                         *CURRENT SURVEY CONTROL
 EC1620  ___________________________________________________________________
 EC1620* NAD 83(2001)-  34 52 50.69904(N)    080 31 53.62001(W)     ADJUSTED  
 EC1620* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 EC1620  ___________________________________________________________________
 EC1620  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 EC1620  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EC1620  HORZ ORDER  -  SECOND
 EC1620
 EC1620.The horizontal coordinates were established by classical geodetic methods
 EC1620.and adjusted by the National Geodetic Survey in August 2005.
 EC1620
 EC1620.The orthometric height was scaled from a topographic map.
 EC1620
 EC1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1620
 EC1620.The geoid height was determined by GEOID03.
 EC1620
 EC1620;                    North         East     Units Scale Factor Converg.
 EC1620;SPC NC       -   126,514.524   469,605.749   MT  0.99989343   -0 53 02.3
 EC1620;SPC NC       -   415,073.07  1,540,698.19   sFT  0.99989343   -0 53 02.3
 EC1620;SPC SC       -   338,063.610   652,425.466   MT  1.00001720   +0 15 34.9
 EC1620;SPC SC       - 1,109,132.58  2,140,503.50   iFT  1.00001720   +0 15 34.9
 EC1620;UTM  17      - 3,859,918.869   542,807.912   MT  0.99962258   +0 16 04.4
 EC1620
 EC1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1620!SPC NC       -   0.99997514  x   0.99989343  =   0.99986857
 EC1620!SPC SC       -   0.99997514  x   1.00001720  =   0.99999234
 EC1620!UTM  17      -   0.99997514  x   0.99962258  =   0.99959773
 EC1620
 EC1620|---------------------------------------------------------------------|
 EC1620| PID    Reference Object                     Distance      Geod. Az  |
 EC1620|                                                           dddmmss.s |
 EC1620| EC1948 ALTAN RM 1                           84.580 METERS 02629     |
 EC1620| EC1947 ALTAN AZ MK                                        2574011.3 |
 EC1620| EC1949 ALTAN RM 2                           74.244 METERS 33603     |
 EC1620|---------------------------------------------------------------------|
 EC1620
 EC1620                          SUPERSEDED SURVEY CONTROL
 EC1620
 EC1620  NAD 83(1986)-  34 52 50.71592(N)    080 31 53.62732(W) AD(       ) 2
 EC1620  NAD 27      -  34 52 50.17500(N)    080 31 54.40200(W) AD(       ) 2
 EC1620
 EC1620.Superseded values are not recommended for survey control.
 EC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1620.See file dsdata.txt to determine how the superseded data were derived.
 EC1620
 EC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU4280859919(NAD 83)
 EC1620_MARKER: DS = TRIANGULATION STATION DISK
 EC1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EC1620_STAMPING: ALTAN 1935
 EC1620_MARK LOGO: CGS   
 EC1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1620+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 EC1620
 EC1620  HISTORY     - Date     Condition        Report By
 EC1620  HISTORY     - 1935     MONUMENTED       CGS
 EC1620  HISTORY     - 1967     GOOD             CGS
 EC1620  HISTORY     - 1972     MARK NOT FOUND   NGS
 EC1620  HISTORY     - 19980413 MARK NOT FOUND   USPSQD
 EC1620  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 EC1620  HISTORY     - 20070313 GOOD             GEOCAC
 EC1620
 EC1620                          STATION DESCRIPTION
 EC1620
 EC1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 EC1620'ABOUT 7 MILES (AIR LINE) SOUTH OF MONROE, N.C.  TO REACH FROM
 EC1620'SOUTHWEST CORNER OF COURTHOUSE IN MONROE, GO EAST TWO BLOCKS TO
 EC1620'INTERSECTION OF FRANKLIN AND SOUTH CHURCH STREETS.  TURN RIGHT
 EC1620'(SOUTH) FOR 2.6 MILES TO T ROAD WITH LARGE FRAME HOUSE IN SOUTHWEST
 EC1620'ANGLE.  TURN RIGHT (SOUTHWEST) FOR 4.7 MILES TO T ROAD IN ALTON
 EC1620'(WHICH IS 0.1 MILE PAST RED BRICK CHURCH ON RIGHT, WEST).  TURN LEFT
 EC1620'(EAST) FOR 0.2 MILE TO FORKED ROAD.  TAKE LEFT FORK FOR 0.3 MILE
 EC1620'(PAST HOUSE ON RIGHT) TO A DIM T ROAD AND TURN RIGHT FOR 75
 EC1620'YARDS TO STATION IN A CULTIVATED FIELD BELONGING TO ROBERT
 EC1620'MCMANUS, 5.6 METERS (18 FEET) EAST OF CENTER LINE OF ROAD.
 EC1620'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE,
 EC1620'UPPER MARK PROJECTS 12 INCHES.  REFERENCE AND
 EC1620'AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 EC1620'REFERENCE MARK NO. 1 PROJECTS
 EC1620'10 INCHES, IS 9.9 METERS (32 FEET) WEST OF FENCE
 EC1620'CORNER, 3.7 METERS (12 FEET NORTH OF EAST WEST ROAD, 2 FEET SOUTH
 EC1620'OF WIRE FENCE AND 84.580 METERS (277.50 FEET) NORTHEAST OF
 EC1620'STATION N 26 DEG 29 MIN.
 EC1620'REFERENCE MARK NO. 2 PROJECTS 8 INCHES,
 EC1620'IS 2.2 METERS (7 FEET) NORTH OF CENTER LINE OF EAST WEST ROAD
 EC1620'AND 74.244 METERS (243.58 FEET) NORTHWEST OF STATION N 23 DEG
 EC1620'56 MIN.
 EC1620'AZIMUTH MARK PROJECTS 10 INCHES.  IT IS 13 PACES SOUTH
 EC1620'OF SOUTHEAST CORNER OF STORE BELONGING TO J. RODGERS, 7 PACES WEST
 EC1620'OF CENTER LINE OF ROAD AND 0.5 MILE SOUTHWEST OF STATION S
 EC1620'77 DEG 40 MIN W.
 EC1620
 EC1620                          STATION RECOVERY (1967)
 EC1620
 EC1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EC1620'ALL MARKS EXCEPT RM 2 WERE RECOVERED IN GOOD CONDITION.
 EC1620'
 EC1620'STATION MARK PROJECTS 8 INCHES FROM PLOWED GROUND.  IT IS 250
 EC1620'FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND 78 FEET EAST OF THE
 EC1620'CENTER OF A FIELD ROAD.
 EC1620'
 EC1620'RM 1 PROJECTS 6 INCHES FROM PLOWED GROUND.  IT IS 150 FEET EAST
 EC1620'OF THE INTERSECTION OF A FIELD ROAD AND THE GRAVELED ROAD AND 30 FEET
 EC1620'SOUTH OF THE GRAVELED ROAD, IN A TRIANGULAR PATCH SEPARATED FROM
 EC1620'THE MAIN FIELD BY A LINE OF BRUSH.
 EC1620'
 EC1620'RM 2 WAS NOT FOUND IN THE PLOWED FIELD AFTER MEASURING THE ANGLE WITH
 EC1620'A SEXTANT AND THE DISTANCE WITH A TAPE.  IT IS PROBABLY DESTROYED.
 EC1620'
 EC1620'AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED---ALTAN 1935 AZ.
 EC1620'MARK---SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 12 INCHES.
 EC1620'IT IS 0.15 MILE SOUTH OF THE BRICK PRESBYTERIAN CHURCH AND
 EC1620'CROSSROADS IN ALTAN, 59 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 EC1620'36 FEET WEST OF THE CENTER OF STATE HIGHWAY 207, 16 FEET NORTH OF A
 EC1620'TELEPHONE POLE AND 1 FOOT EAST OF A WHITE FENCE.
 EC1620'
 EC1620'TO REACH FROM MONROE, GO SOUTH ON STATE HIGHWAY 207 FOR 6.5 MILES TO
 EC1620'CHURCH AND CROSSROADS, TURN LEFT AND GO EAST FOR 0.5 MILE TO A FIELD
 EC1620'ROAD ON THE RIGHT AND THE STATION.
 EC1620'
 EC1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.2 MILES SOUTH OF
 EC1620'MONROE ,UNION CO.
 EC1620
 EC1620                          STATION RECOVERY (1972)
 EC1620
 EC1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EC1620'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE REFERENCE MARKS WERE
 EC1620'NOT RECOVERED BUT A REPORT OF USGS STATED THAT REFERENCE MARK NO.1
 EC1620'WAS FOUND SHEARED OFF AND THE DISK RECOVERED.  AZIMUTH MARK WAS FOUND
 EC1620'IN GOOD CONDITION.  EXCEPT FOR A GARAGE ON THE TOP OF THE HILL THE
 EC1620'ENTIRE AREA IS UNDER CULTIVATION.
 EC1620'
 EC1620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST OF
 EC1620'ALTAN.
 EC1620
 EC1620                          STATION RECOVERY (1998)
 EC1620
 EC1620'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1620'MARK NOT FOUND.
 EC1620
 EC1620                          STATION RECOVERY (2004)
 EC1620
 EC1620'RECOVERY NOTE BY US POWER SQUADRON 2004
 EC1620'MARK NOT FOUND.
 EC1620
 EC1620                          STATION RECOVERY (2007)
 EC1620
 EC1620'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EC1620'THE STATION WAS RECOVERED IN GOOD CONDITION ALONG SANDY RIDGE ROAD
 EC1620'(SR2133), IN THE WESTERN YARD OF HOUSE NUMBER 412 (PARCEL 04150018).
 EC1620'THE OWNER, JAMES MANGUM, IS AWARE OF THE MARK AND GAVE PERMISSION.
 EC1620'THE SURFACE DISK IS STAMPED  ALTAN 1935 AND IS SET IN A ROUND CONCRETE
 EC1620'MONUMENT WHICH PROJECTS 4 INCHES ABOVE GROUND.
 EC1620'THE STATION MARK IS 95.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 EC1620'OF A BRICK HOUSE, 52.6 FEET NORTHEAST OF A RECENTLY INSTALLED POWER
 EC1620'POLE, 10 FEET SOUTH OF THE C/L OF A GRAVEL DRIVEWAY, AND 2 FEET NORTH
 EC1620'OF AN 12-INCH MAPLE TREE.
 EC1620' 
 EC1620'THE MONUMENT FOR REFERENCE MARK 1 HAS BEEN SHEARED OFF NUMEROUS TIMES
 EC1620'AND NOW IS A SHAPLESS MASS PROJECTING 1 INCH. THE COORDINATES (BY NGS
 EC1620'FORWARD) ARE
 EC1620'N34 52 53.17256 W080 31 52.14205.
 EC1620' 
 EC1620'REFERENCE MARK 2 IS PROBABLY DESTROYED BY AGRICULTURAL OPERATIONS AND
 EC1620'WAS NOT SEARCHED FOR.
 EC1620' 
 EC1620'THE 1935 AZIMUTH MARK WAS RECOVERED ALONG WOLF POND ROAD (HWY NC-207),
 EC1620'IN THE SOUTHEAST CORNER OF HOUSE NUMBER 5020. THE MONUMENT PROJECTS 8
 EC1620'INCHES.
 EC1620'ADD THAT AZ MARK IS 16 FEET NORTH NORTHWEST OF A TELEPHONE POLE, 15.1
 EC1620'FEET NORTHEAST OF THE WESTERNMOST GUY ANCHOR FOR SAID POLE, AND 14.8
 EC1620'FEET SOUTHWEST OF A FIRE HYDRANT.  HH2 GPS COORDINATES
 EC1620'N34 52 44.4 W080 32 27.6.
 EC1620' 
 EC1620'A NCGS STATION STAMPED --STUBY 1983-- WAS RECOVERED ALONG SR2133
 EC1620'(SANDY RIDGE RD), 0.7 MILE EAST OF THE NC-207 CROSSROADS AT ALTAN, AND
 EC1620'CAN SERVE AS AN AZIMUTH. IT IS A STANDARD DISK SET IN THE TOP OF AN
 EC1620'8-INCH CONCRETE POST, FLUSH WITH THE GROUND. THE MARK IS 23.8 FEET
 EC1620'SOUTH OF THE C/L OF SR2133, AND 25.1 FEET WEST OF THE WEST END OF A
 EC1620'CULVERT UNDER THE DRIVEWAY TO HOUSE NO. 516. THE COORDINATES (BY NCGS)
 EC1620'ARE
 EC1620'N34 52 57.31932, W080 31 43.94949.
 EC1620' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1625 ***********************************************************************
 EY1625  DESIGNATION -  ALTON
 EY1625  PID         -  EY1625
 EY1625  STATE/COUNTY-  NC/WASHINGTON
 EY1625  USGS QUAD   -  ROPER SOUTH (1974)
 EY1625
 EY1625                         *CURRENT SURVEY CONTROL
 EY1625  ___________________________________________________________________
 EY1625* NAD 83(2001)-  35 46 02.50909(N)    076 31 34.04224(W)     ADJUSTED  
 EY1625* NAVD 88     -         4.202  (meters)      13.79   (feet)  ADJUSTED  
 EY1625  ___________________________________________________________________
 EY1625  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EY1625  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EY1625  DYNAMIC HT  -           4.198 (meters)      13.77  (feet)  COMP
 EY1625  MODELED GRAV-     979,796.9   (mgal)                       NAVD 88
 EY1625
 EY1625  HORZ ORDER  -  SECOND
 EY1625  VERT ORDER  -  SECOND    CLASS II
 EY1625
 EY1625.The horizontal coordinates were established by classical geodetic methods
 EY1625.and adjusted by the National Geodetic Survey in August 2005.
 EY1625
 EY1625.The orthometric height was determined by differential leveling
 EY1625.and adjusted in June 1991.
 EY1625
 EY1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1625
 EY1625.The geoid height was determined by GEOID03.
 EY1625
 EY1625.The dynamic height is computed by dividing the NAVD 88
 EY1625.geopotential number by the normal gravity value computed on the
 EY1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1625.degrees latitude (g = 980.6199 gals.).
 EY1625
 EY1625.The modeled gravity was interpolated from observed gravity values.
 EY1625
 EY1625;                    North         East     Units Scale Factor Converg.
 EY1625;SPC NC       -   226,576.898   833,265.754   MT  0.99991299   +1 25 40.3
 EY1625;SPC NC       -   743,361.04  2,733,806.06   sFT  0.99991299   +1 25 40.3
 EY1625;UTM  18      - 3,959,220.200   362,046.129   MT  0.99983451   -0 53 31.8
 EY1625
 EY1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1625!SPC NC       -   1.00000517  x   0.99991299  =   0.99991816
 EY1625!UTM  18      -   1.00000517  x   0.99983451  =   0.99983968
 EY1625
 EY1625:                Primary Azimuth Mark                     Grid Az
 EY1625:SPC NC       -  ANDY                                     347 54 16.4
 EY1625:UTM  18      -  ANDY                                     350 13 28.5
 EY1625
 EY1625|---------------------------------------------------------------------|
 EY1625| PID    Reference Object                     Distance      Geod. Az  |
 EY1625|                                                           dddmmss.s |
 EY1625| EY1624 ANDY                                APPROX. 0.6 KM 3491956.7 |
 EY1625|---------------------------------------------------------------------|
 EY1625
 EY1625                          SUPERSEDED SURVEY CONTROL
 EY1625
 EY1625  NAD 83(1986)-  35 46 02.52628(N)    076 31 34.05227(W) AD(       ) 2
 EY1625  NAD 27      -  35 46 01.93492(N)    076 31 35.28532(W) AD(       ) 2
 EY1625  NGVD 29 (??/??/92)    4.532  (m)           14.87   (f) ADJ UNCH    2 2
 EY1625
 EY1625.Superseded values are not recommended for survey control.
 EY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1625.See file dsdata.txt to determine how the superseded data were derived.
 EY1625
 EY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6204659220(NAD 83)
 EY1625_MARKER: DE = TRAVERSE STATION DISK
 EY1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1625_STAMPING: ALTON 1976
 EY1625_MARK LOGO: NCGS  
 EY1625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1625+STABILITY: SURFACE MOTION
 EY1625
 EY1625  HISTORY     - Date     Condition        Report By
 EY1625  HISTORY     - 1976     MONUMENTED       NCGS
 EY1625  HISTORY     - 1976     GOOD             NCGS
 EY1625
 EY1625                          STATION DESCRIPTION
 EY1625
 EY1625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1625'ALTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1625'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1625'
 EY1625'ALTON IS LOCATED APPROXIMATELY 9.1 MILES SSE OF ROPER AND 10.2
 EY1625'MILES SOUTHWEST OF CRESWELL.  TO REACH STATION FROM INTERSECTION
 EY1625'OF U.S. 64 AND NC 32 WITH SR 1126 IN ROPER, PROCEED SOUTHEASTERLY
 EY1625'ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE ROAD TO FIRST
 EY1625'COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR 2.8 MILES TO A
 EY1625'BRIDGE AND INTERSECTION, CONTINUE RIGHT ALONG SR 1183 FOR 1.6
 EY1625'MILES TO STATION ON LEFT IN THE FRONT EDGE OF YARD OF ALTON
 EY1625'ARMSTRONGS ONE STORY BRICK RESIDENCE AND 0.05 MILE NORTH OF
 EY1625'Y INTERSECTION WITH DIRT ROAD (WNW).
 EY1625'
 EY1625'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1625'ALTON 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY1625'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1625'
 EY1625'MARK IS 18.4 FT ENE OF C/L OF SR 1183
 EY1625'
 EY1625'93.9 FT WSW OF NORTHWESTERNMOST CORNER OF CARPORT
 EY1625'
 EY1625'23.0 FT W OF PP WITH TRANSFORMER AND TELEPHONE PEDESTAL WITH
 EY1625'ALUMINUM REF. TAG
 EY1625'
 EY1625'98.0 FT SSW OF SERVICE POLE WITH NIGHT LIGHT AND ALUMINUM REF. TAG
 EY1625'
 EY1625'126.0 FT NW OF 15 IN PINE WITH ALUMINUM REF. TAG
 EY1625
 EY1625                          STATION RECOVERY (1976)
 EY1625
 EY1625'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1625'9.1 MI SSE FROM ROPER.
 EY1625'STATION IS LOCATED APPROXIMATELY 10.2 MILES SOUTHWEST OF CRESWELL. TO
 EY1625'REACH STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN
 EY1625'ROPER, PROCEED SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183
 EY1625'(ENTRANCE ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR
 EY1625'2.8 MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR
 EY1625'1183 FOR 1.6 MILES TO STATION ON LEFT, IN THE FRONT EDGE OF YARD OF
 EY1625'ALTON ARMSTRONGS ONE STORY BRICK RESIDENCE AND 0.05 MILE NORTH OF Y
 EY1625'INTERSECTION WITH DIRT ROAD (WNW), 18.4 FT. ENE OF CENTER LINE OF SR
 EY1625'1183, 93.9 FT. WSW OF NORTHWESTERNMOST CORNER OF CAR PORT, 23.0 FT. W
 EY1625'OF PP WITH TRANSFORMER AND TELEPHONE PEDESTAL WITH ALUMINUM REF. TAG,
 EY1625'98.0 FT. SSW OF SERVICE POLE WITH NIGHT LIGHT AND ALUMINUM REF. TAG,
 EY1625'126.0 FT. NW OF 15 IN. PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN
 EY1625'THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3581 ***********************************************************************
 EZ3581  DESIGNATION -  ALTON
 EZ3581  PID         -  EZ3581
 EZ3581  STATE/COUNTY-  NC/MOORE
 EZ3581  USGS QUAD   -  CARTHAGE (1980)
 EZ3581
 EZ3581                         *CURRENT SURVEY CONTROL
 EZ3581  ___________________________________________________________________
 EZ3581* NAD 83(2001)-  35 15 04.93230(N)    079 27 30.16186(W)     ADJUSTED  
 EZ3581* NAVD 88     -       145.425  (meters)     477.12   (feet)  ADJUSTED  
 EZ3581  ___________________________________________________________________
 EZ3581  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EZ3581  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 EZ3581  DYNAMIC HT  -         145.296 (meters)     476.69  (feet)  COMP
 EZ3581  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 EZ3581
 EZ3581  HORZ ORDER  -  SECOND
 EZ3581  VERT ORDER  -  SECOND    CLASS II
 EZ3581
 EZ3581.The horizontal coordinates were established by classical geodetic methods
 EZ3581.and adjusted by the National Geodetic Survey in August 2005.
 EZ3581
 EZ3581.The orthometric height was determined by differential leveling
 EZ3581.and adjusted in February 2001.
 EZ3581.No vertical observational check was made to the station.
 EZ3581
 EZ3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3581
 EZ3581.The geoid height was determined by GEOID03.
 EZ3581
 EZ3581.The dynamic height is computed by dividing the NAVD 88
 EZ3581.geopotential number by the normal gravity value computed on the
 EZ3581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3581.degrees latitude (g = 980.6199 gals.).
 EZ3581
 EZ3581.The modeled gravity was interpolated from observed gravity values.
 EZ3581
 EZ3581;                    North         East     Units Scale Factor Converg.
 EZ3581;SPC NC       -   166,643.193   567,890.537   MT  0.99987259   -0 15 52.4
 EZ3581;SPC NC       -   546,728.54  1,863,154.20   sFT  0.99987259   -0 15 52.4
 EZ3581;UTM  17      - 3,902,008.782   640,249.667   MT  0.99984241   +0 53 23.7
 EZ3581
 EZ3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3581!SPC NC       -   0.99998210  x   0.99987259  =   0.99985469
 EZ3581!UTM  17      -   0.99998210  x   0.99984241  =   0.99982451
 EZ3581
 EZ3581|---------------------------------------------------------------------|
 EZ3581| PID    Reference Object                     Distance      Geod. Az  |
 EZ3581|                                                           dddmmss.s |
 EZ3581| EZ3587 HARRIS                              362.740 METERS 26854     |
 EZ3581|---------------------------------------------------------------------|
 EZ3581
 EZ3581                          SUPERSEDED SURVEY CONTROL
 EZ3581
 EZ3581  NAD 83(1986)-  35 15 04.92985(N)    079 27 30.16916(W) AD(       ) 2
 EZ3581  NAD 27      -  35 15 04.36013(N)    079 27 31.06373(W) AD(       ) 2
 EZ3581  NGVD 29 (07/19/86)  145.7    (m)          478.     (f) VERT ANG    3  
 EZ3581
 EZ3581.Superseded values are not recommended for survey control.
 EZ3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3581.See file dsdata.txt to determine how the superseded data were derived.
 EZ3581
 EZ3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4025002009(NAD 83)
 EZ3581_MARKER: DE = TRAVERSE STATION DISK
 EZ3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3581_STAMPING: ALTON 1972
 EZ3581_MARK LOGO: NCGS  
 EZ3581_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3581+STABILITY: SURFACE MOTION
 EZ3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3581+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 EZ3581
 EZ3581  HISTORY     - Date     Condition        Report By
 EZ3581  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3581  HISTORY     - 19981208 GOOD             NCGS
 EZ3581  HISTORY     - 20071106 GOOD             GEOCAC
 EZ3581
 EZ3581                          STATION DESCRIPTION
 EZ3581
 EZ3581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3581'ALTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3581'VICINITY OF EASTWOOD, NORTH CAROLINA.
 EZ3581'
 EZ3581'ALTON IS LOCATED APPROXIMATELY 1.0 MILE WEST OF THE COMMUNITY OF
 EZ3581'EASTWOOD AND 4.2 MILES NNE OF PINEHURST.  TO REACH STATION FROM THE
 EZ3581'INTERSECTION OF US 15-501 AND NC 73 IN EASTWOOD, PROCEED WEST ALONG
 EZ3581'NC 73 FOR 0.95 MILE TO INTERSECTION WITH SR 1219 (S) AND STATION
 EZ3581'ON LEFT IN SOUTHWEST QUADRANT OF INTERSECTION.
 EZ3581'
 EZ3581'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALTON
 EZ3581'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3581'FLUSH WITH THE GROUND.
 EZ3581'
 EZ3581'MARK IS
 EZ3581'47.7 FEET S OF C/L OF NC 73.
 EZ3581'33.2 FEET W OF C/L OF SR 1219.
 EZ3581'14.0 FEET S OF TP W/JUNCTION BOX AND ALUMINUM REF. TAG (IN SW
 EZ3581'QUAD.  OF INTERSECTION).
 EZ3581'40.1 FEET NNE OF TP WITH ALUMINUM REF. TAG ON W SIDE OF SR
 EZ3581'1219.
 EZ3581
 EZ3581                          STATION RECOVERY (1998)
 EZ3581
 EZ3581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ3581'RECOVERED AS DESCRIBED.  ALTON WAS FOUND IN GOOD CONDITION WITH THE
 EZ3581'FOLLOWING CHANGES.
 EZ3581'MARK IS ABOUT 1-FOOT BELOW NC 73 AND RECESSED 3-INCHES BELOW THE
 EZ3581'GROUND.  LOCATED 47.7 FT (14.5 M) SOUTH OF CENTERLINE ON NC 73, 33.2
 EZ3581'FT (10.1 M) WEST OF CENTERLINE OF SR 1219 (PINEHILL ROAD) , AND 13.8
 EZ3581'FT (4.2 M) SOUTH OF THE EASTERLY OF TWO TELEPHONE PEDESTALS, (NC
 EZ3581'732451) .
 EZ3581
 EZ3581                          STATION RECOVERY (2007)
 EZ3581
 EZ3581'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ3581'NOW RECESSED 2 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5301 ***********************************************************************
 AE5301  DESIGNATION -  ALTON
 AE5301  PID         -  AE5301
 AE5301  STATE/COUNTY-  NC/IREDELL
 AE5301  USGS QUAD   -  STATESVILLE EAST (1993)
 AE5301
 AE5301                         *CURRENT SURVEY CONTROL
 AE5301  ___________________________________________________________________
 AE5301* NAD 83(2001)-  35 45 30.15855(N)    080 47 44.13784(W)     ADJUSTED  
 AE5301* NAVD 88     -       265.6    (meters)     871.     (feet)  VERTCON   
 AE5301  ___________________________________________________________________
 AE5301  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AE5301  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AE5301  HORZ ORDER  -  SECOND
 AE5301
 AE5301.The horizontal coordinates were established by classical geodetic methods
 AE5301.and adjusted by the National Geodetic Survey in August 2005.
 AE5301
 AE5301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5301
 AE5301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5301
 AE5301.The geoid height was determined by GEOID03.
 AE5301
 AE5301;                    North         East     Units Scale Factor Converg.
 AE5301;SPC NC       -   224,261.320   447,234.653   MT  0.99991159   -1 02 10.9
 AE5301;SPC NC       -   735,764.01  1,467,302.36   sFT  0.99991159   -1 02 10.9
 AE5301;UTM  17      - 3,957,168.775   518,478.686   MT  0.99960421   +0 07 10.0
 AE5301
 AE5301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5301!SPC NC       -   0.99996332  x   0.99991159  =   0.99987491
 AE5301!UTM  17      -   0.99996332  x   0.99960421  =   0.99956754
 AE5301
 AE5301                          SUPERSEDED SURVEY CONTROL
 AE5301
 AE5301  NAD 83(1986)-  35 45 30.16797(N)    080 47 44.14442(W) AD(       ) 2
 AE5301  NGVD 29 (01/12/98)  265.8    (m)          872.     (f) VERT ANG    3  
 AE5301
 AE5301.Superseded values are not recommended for survey control.
 AE5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5301.See file dsdata.txt to determine how the superseded data were derived.
 AE5301
 AE5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1847957169(NAD 83)
 AE5301_MARKER: DE = TRAVERSE STATION DISK
 AE5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5301_STAMPING: ALTON 1982
 AE5301_MARK LOGO: NCGS  
 AE5301_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5301+STABILITY: SURFACE MOTION
 AE5301
 AE5301  HISTORY     - Date     Condition        Report By
 AE5301  HISTORY     - 1982     MONUMENTED       NCGS
 AE5301
 AE5301                          STATION DESCRIPTION
 AE5301
 AE5301'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5301'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF STATESVILLE AND
 AE5301'6.8 MI (10.9 KM) NORTHWEST OF CLEVELAND.  ALONG US 70 FOR 2.9 MI (4.7
 AE5301'KM) WEST FROM THE ROWAN-IREDELL COUNTY LINE, OR 0.35 MI (0.56 KM) WEST
 AE5301'FROM SR 2313, AT THE EAST SIDE OF A DRIVEWAY LEADING TO ALTON
 AE5301'PACKAGING CORPORATION PLANT. MARK IS RECESSED 1 INCH BELOW GROUND.
 AE5301'LOCATED 43.1 FT (13.1 M) SOUTH OF THE CENTERLINE OF US 70, 22.7 FT
 AE5301'(6.9 M) EAST OF THE CENTERLINE OF A DRIVEWAY, 70.3 FT (21.4 M)
 AE5301'SOUTHEAST OF THE CENTERLINE OF A RAILROAD CROSSING, 62.8 FT (19.1 M)
 AE5301'EAST OF A POWER POLE WITH A REFERENCE TAG, 50.0 FT (15.2 M) NORTH OF
 AE5301'THE NORTH END OF A CULVERT, AND 145.0 FT (44.2 M) WEST OF THE
 AE5301'NORTHWEST CORNER OF THE PLANT.  BENCH MARK--W 185 1967--IS 0.45 MI
 AE5301'(0.72 KM) WEST OF THE STATION, A STANDARD CGS DISK IN A CONCRETE POST
 AE5301'PROJECTING 8 INCHES ABOVE GROUND. LOCATED 33.5 FT (10.2 M) NORTH OF
 AE5301'THE NORTH RAIL OF TRACKS, 45 FT (13.7 M) WEST OF THE CENTERLINE OF A
 AE5301'GRAVEL ROAD, 50.5 FT (15.4 M) SOUTH OF A POWER POLE, 6.5 FT (2.0 M)
 AE5301'NORTH OF A 3-FOOT RAIL GATE POST (NORTH POST) OF A CABLE GATE, 1.5 FT
 AE5301'(0.5 M) SOUTH OF A FENCE, AND 2.0 FT (0.6 M) NORTHWEST OF A METAL
 AE5301'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5662 ***********************************************************************
 EY5662  DESIGNATION -  ALTONS
 EY5662  PID         -  EY5662
 EY5662  STATE/COUNTY-  NC/WASHINGTON
 EY5662  USGS QUAD   -  WESTOVER (1978)
 EY5662
 EY5662                         *CURRENT SURVEY CONTROL
 EY5662  ___________________________________________________________________
 EY5662* NAD 83(2001)-  35 54 40.08378(N)    076 37 35.59133(W)     ADJUSTED  
 EY5662* NAVD 88     -         3.855  (meters)      12.65   (feet)  ADJUSTED  
 EY5662  ___________________________________________________________________
 EY5662  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 EY5662  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 EY5662  DYNAMIC HT  -           3.852 (meters)      12.64  (feet)  COMP
 EY5662  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 EY5662
 EY5662  HORZ ORDER  -  SECOND
 EY5662  VERT ORDER  -  SECOND    CLASS II
 EY5662
 EY5662.The horizontal coordinates were established by classical geodetic methods
 EY5662.and adjusted by the National Geodetic Survey in August 2005.
 EY5662
 EY5662.The orthometric height was determined by differential leveling
 EY5662.and adjusted in May 2000.
 EY5662
 EY5662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5662
 EY5662.The geoid height was determined by GEOID03.
 EY5662
 EY5662.The dynamic height is computed by dividing the NAVD 88
 EY5662.geopotential number by the normal gravity value computed on the
 EY5662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY5662.degrees latitude (g = 980.6199 gals.).
 EY5662
 EY5662.The modeled gravity was interpolated from observed gravity values.
 EY5662
 EY5662;                    North         East     Units Scale Factor Converg.
 EY5662;SPC NC       -   242,301.692   823,806.228   MT  0.99993869   +1 22 11.6
 EY5662;SPC NC       -   794,951.47  2,702,770.93   sFT  0.99993869   +1 22 11.6
 EY5662;UTM  18      - 3,975,314.125   353,232.133   MT  0.99986543   -0 57 15.1
 EY5662
 EY5662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5662!SPC NC       -   1.00000517  x   0.99993869  =   0.99994386
 EY5662!UTM  18      -   1.00000517  x   0.99986543  =   0.99987060
 EY5662
 EY5662                          SUPERSEDED SURVEY CONTROL
 EY5662
 EY5662  NAD 83(1986)-  35 54 40.09706(N)    076 37 35.60050(W) AD(       ) 2
 EY5662  NGVD 29 (12/10/90)    4.1    (m)           13.     (f) VERT ANG    3  
 EY5662
 EY5662.Superseded values are not recommended for survey control.
 EY5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5662.See file dsdata.txt to determine how the superseded data were derived.
 EY5662
 EY5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5323275314(NAD 83)
 EY5662_MARKER: DE = TRAVERSE STATION DISK
 EY5662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5662_STAMPING: ALTONS 1978
 EY5662_MARK LOGO: NCGS  
 EY5662_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY5662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5662+STABILITY: SURFACE MOTION
 EY5662
 EY5662  HISTORY     - Date     Condition        Report By
 EY5662  HISTORY     - 1978     MONUMENTED       NCGS
 EY5662  HISTORY     - 19860101 GOOD             NCGS
 EY5662
 EY5662                          STATION DESCRIPTION
 EY5662
 EY5662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5662'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH-SOUTHWEST OF
 EY5662'MACKEYS AND APPROXIMATELY 2.4 MILES NORTH OF ROPER.
 EY5662'
 EY5662'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH (SR 1301-
 EY5662'SR 1119) CROSS STREET IN SOUTHWEST ROPER, PROCEED NORTH ALONG SR 1301
 EY5662'FOR 2.5 MILES TO STATION IN THE RIGHT ROAD SHOULDER ON THE SOUTH SIDE
 EY5662'OF A DIRT ROAD LEADING TO H. ALTONS TWO STORY WHITE SHINGLED HOUSE AND
 EY5662'0.9 MILE SOUTH OF SR 1300.
 EY5662'
 EY5662'STATION MARK IS A STANDARD DISK STAMPED---ALTONS 1978---,SET IN THE
 EY5662'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW THE GROUND
 EY5662'SURFACE.  THE MARK IS 14.8 FEET EAST OF THE CENTERLINE OF SR 1301,
 EY5662'41.0 FEET SOUTH OF THE SOUTH END OF A CULVERT UNDER A DRIVEWAY AND
 EY5662'41.7 FEET SOUTHWEST OF POWER POLE RM 23 WITH TRANSFORMER, 106.0 FEET
 EY5662'WEST-SOUTHWEST OF A POWER POLE AND 49.0 FEET SOUTHEAST OF TELEPHONE
 EY5662'POLE 27 ALL WITH REFERENCE TAGS.
 EY5662
 EY5662                          STATION RECOVERY (1986)
 EY5662
 EY5662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY5662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3849 ***********************************************************************
 EZ3849  DESIGNATION -  ALUM
 EZ3849  PID         -  EZ3849
 EZ3849  STATE/COUNTY-  NC/GUILFORD
 EZ3849  USGS QUAD   -  CLIMAX (1982)
 EZ3849
 EZ3849                         *CURRENT SURVEY CONTROL
 EZ3849  ___________________________________________________________________
 EZ3849* NAD 83(2001)-  35 54 33.61858(N)    079 42 23.58116(W)     ADJUSTED  
 EZ3849* NAVD 88     -       248.6    (meters)     816.     (feet)  VERTCON   
 EZ3849  ___________________________________________________________________
 EZ3849  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 EZ3849  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EZ3849  HORZ ORDER  -  SECOND
 EZ3849
 EZ3849.The horizontal coordinates were established by classical geodetic methods
 EZ3849.and adjusted by the National Geodetic Survey in August 2005.
 EZ3849
 EZ3849.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3849
 EZ3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3849
 EZ3849.The geoid height was determined by GEOID03.
 EZ3849
 EZ3849;                    North         East     Units Scale Factor Converg.
 EZ3849;SPC NC       -   239,768.558   545,827.672   MT  0.99993833   -0 24 28.1
 EZ3849;SPC NC       -   786,640.68  1,790,769.62   sFT  0.99993833   -0 24 28.1
 EZ3849;UTM  17      - 3,974,665.571   616,711.950   MT  0.99976785   +0 45 31.3
 EZ3849
 EZ3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3849!SPC NC       -   0.99996574  x   0.99993833  =   0.99990408
 EZ3849!UTM  17      -   0.99996574  x   0.99976785  =   0.99973360
 EZ3849
 EZ3849:                Primary Azimuth Mark                     Grid Az
 EZ3849:SPC NC       -  CLIMAX 2 AZ MK                           037 09 06.9
 EZ3849:UTM  17      -  CLIMAX 2 AZ MK                           035 59 07.5
 EZ3849
 EZ3849|---------------------------------------------------------------------|
 EZ3849| PID    Reference Object                     Distance      Geod. Az  |
 EZ3849|                                                           dddmmss.s |
 EZ3849| EZ2331 CLIMAX 2 AZ MK                      APPROX. 0.5 KM 0364438.8 |
 EZ3849| EZ3847 KAISER                              386.911 METERS 14746     |
 EZ3849|---------------------------------------------------------------------|
 EZ3849
 EZ3849                          SUPERSEDED SURVEY CONTROL
 EZ3849
 EZ3849  NAD 83(1986)-  35 54 33.62367(N)    079 42 23.58905(W) AD(       ) 2
 EZ3849  NAD 27      -  35 54 33.12623(N)    079 42 24.48855(W) AD(       ) 2
 EZ3849  NGVD 29 (07/19/86)  248.8    (m)          816.     (f) VERT ANG    3  
 EZ3849
 EZ3849.Superseded values are not recommended for survey control.
 EZ3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3849.See file dsdata.txt to determine how the superseded data were derived.
 EZ3849
 EZ3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1671274666(NAD 83)
 EZ3849_MARKER: DE = TRAVERSE STATION DISK
 EZ3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3849_STAMPING: ALUM 1975
 EZ3849_MARK LOGO: NCGS  
 EZ3849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3849+STABILITY: SURFACE MOTION
 EZ3849
 EZ3849  HISTORY     - Date     Condition        Report By
 EZ3849  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3849
 EZ3849                          STATION DESCRIPTION
 EZ3849
 EZ3849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3849'ALUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3849'THE VICINITY OF CLIMAX, NORTH CAROLINA.
 EZ3849'
 EZ3849'ALUM IS LOCATED APPROXIMATELY 0.5 MILE ESE OF CLIMAX AND 11.5
 EZ3849'MILES NORTH OF FRANKLINVILLE.  TO REACH STATION FROM EASTERNMOST
 EZ3849'INTERSECTION OF NC 62 WITH NC 22 IN CLIMAX, PROCEED SOUTH ALONG
 EZ3849'NC 22 FOR 0.25 MILE TO SR 3383 (W) AND STATION ON THE RIGHT, IN
 EZ3849'NORTHWEST QUADRANT OF T INTERSECTION AND APPROXIMATELY 200 FEET
 EZ3849'SOUTHEAST OF TWO STORY ASBESTOS SHINGLE HOUSE.
 EZ3849'
 EZ3849'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3849'ALUM 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3849'WHICH IS 3 INCHES BELOW THE GROUND.
 EZ3849'
 EZ3849'MARK IS 24.7 FT WSW OF C/L OF NC 22
 EZ3849'
 EZ3849'45.4 FT N OF C/L OF SR 3383
 EZ3849'
 EZ3849'68.5 FT NW OF C/L OF INTERSECTION OF NC 22 WITH SR 3383
 EZ3849'
 EZ3849'100.0 FT SSE OF C/L OF SOUTHERNMOST DRIVEWAY TO TWO STORY
 EZ3849'ASBESTOS SHINGLE HOUSE
 EZ3849'
 EZ3849'58.2 FT WSW OF PP B7 WITH ALUMINUM REF. TAG
 EZ3849'
 EZ3849'70.9 FT SE OF SE CORNER OF PUMP HOUSE
 EZ3849'
 EZ3849'17.5 FT E OF 10 INCH DOGWOOD WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0307 ***********************************************************************
 EZ0307  DESIGNATION -  ALVIN
 EZ0307  PID         -  EZ0307
 EZ0307  STATE/COUNTY-  NC/WAYNE
 EZ0307  USGS QUAD   -  NEWTON GROVE NORTH (1986)
 EZ0307
 EZ0307                         *CURRENT SURVEY CONTROL
 EZ0307  ___________________________________________________________________
 EZ0307* NAD 83(2001)-  35 16 30.01723(N)    078 17 14.17571(W)     ADJUSTED  
 EZ0307* NAVD 88     -        56.137  (meters)     184.18   (feet)  ADJUSTED  
 EZ0307  ___________________________________________________________________
 EZ0307  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EZ0307  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EZ0307  DYNAMIC HT  -          56.087 (meters)     184.01  (feet)  COMP
 EZ0307  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 EZ0307
 EZ0307  HORZ ORDER  -  SECOND
 EZ0307  VERT ORDER  -  SECOND    CLASS II
 EZ0307
 EZ0307.The horizontal coordinates were established by classical geodetic methods
 EZ0307.and adjusted by the National Geodetic Survey in August 2005.
 EZ0307
 EZ0307.The orthometric height was determined by differential leveling
 EZ0307.and adjusted in June 1991.
 EZ0307
 EZ0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0307
 EZ0307.The geoid height was determined by GEOID03.
 EZ0307
 EZ0307.The dynamic height is computed by dividing the NAVD 88
 EZ0307.geopotential number by the normal gravity value computed on the
 EZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0307.degrees latitude (g = 980.6199 gals.).
 EZ0307
 EZ0307.The modeled gravity was interpolated from observed gravity values.
 EZ0307
 EZ0307;                    North         East     Units Scale Factor Converg.
 EZ0307;SPC NC       -   169,401.475   674,437.697   MT  0.99987267   +0 24 40.9
 EZ0307;SPC NC       -   555,778.01  2,212,717.68   sFT  0.99987267   +0 24 40.9
 EZ0307;UTM  17      - 3,906,915.473   746,740.909   MT  1.00035035   +1 34 02.6
 EZ0307
 EZ0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0307!SPC NC       -   0.99999659  x   0.99987267  =   0.99986926
 EZ0307!UTM  17      -   0.99999659  x   1.00035035  =   1.00034694
 EZ0307
 EZ0307:                Primary Azimuth Mark                     Grid Az
 EZ0307:SPC NC       -  THORNTON                                 084 27 22.5
 EZ0307:UTM  17      -  THORNTON                                 083 18 00.8
 EZ0307
 EZ0307|---------------------------------------------------------------------|
 EZ0307| PID    Reference Object                     Distance      Geod. Az  |
 EZ0307|                                                           dddmmss.s |
 EZ0307| EZ0306 THORNTON                            APPROX. 0.6 KM 0845203.4 |
 EZ0307|---------------------------------------------------------------------|
 EZ0307
 EZ0307                          SUPERSEDED SURVEY CONTROL
 EZ0307
 EZ0307  NAD 83(1986)-  35 16 30.02485(N)    078 17 14.18078(W) AD(       ) 2
 EZ0307  NAD 27      -  35 16 29.43306(N)    078 17 15.18451(W) AD(       ) 2
 EZ0307  NGVD 29 (??/??/92)   56.432  (m)          185.14   (f) ADJ UNCH    2 2
 EZ0307
 EZ0307.Superseded values are not recommended for survey control.
 EZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0307.See file dsdata.txt to determine how the superseded data were derived.
 EZ0307
 EZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4674106915(NAD 83)
 EZ0307_MARKER: DE = TRAVERSE STATION DISK
 EZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0307_STAMPING: ALVIN 1973
 EZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0307+STABILITY: SURFACE MOTION
 EZ0307
 EZ0307  HISTORY     - Date     Condition        Report By
 EZ0307  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0307  HISTORY     - 1973     GOOD             NCGS
 EZ0307
 EZ0307                          STATION DESCRIPTION
 EZ0307
 EZ0307'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0307'ALVIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0307'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0307'
 EZ0307'ALVIN IS LOCATED APPROXIMATELY 4.3 MILES ENE OF NEWTON GROVE AND 18.1
 EZ0307'MILES WSW OF GOLDSBORO.  TO REACH STATION FROM THE TRAFFIC CIRCLE IN
 EZ0307'NEWTON GROVE, PROCEED EASTERLY ALONG US 13 FOR 4.45 MILES TO
 EZ0307'STATION ON THE LEFT, ON THE EAST SIDE OF A CONCRETE DRIVEWAY
 EZ0307'LEADING TO A ONE STORY BRICK HOUSE, AND 0.1 MILE WEST OF
 EZ0307'INTERSECTION WITH SR 1100.
 EZ0307'
 EZ0307'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ALVIN
 EZ0307'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0307'FLUSH WITH THE GROUND.
 EZ0307'
 EZ0307'MARK IS
 EZ0307'25.5 FEET N OF C/L OF US 13.
 EZ0307'9.0 FEET E OF C/L OF CONCRETE DRIVEWAY.
 EZ0307'5.9 FEET S OF CORNER FENCE POST WITH ALUMINUM REF. TAG.
 EZ0307'21.5 FEET ESE OF 4 INCH CEDAR.
 EZ0307'25.5 FEET SW OF PP WITH ALUMINUM REF. TAG.
 EZ0307'67.0 FEET SSE OF SE CORNER OF BRICK HOUSE.
 EZ0307
 EZ0307                          STATION RECOVERY (1973)
 EZ0307
 EZ0307'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0307'4.3 MI ENE FROM NEWTON GROVE.
 EZ0307'ALVIN IS LOCATED APPROXIMATELY 18.1 MILES WSW OF GOLDSBORO.  TO
 EZ0307'REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0307'EASTERLY ALONG U.S. 13 FOR 4.45 MILES TO STATION ON THE LEFT, ON
 EZ0307'THE EAST SIDE OF A CONCRETE DRIVEWAY LEADING TO A ONE STORY BRICK
 EZ0307'HOUSE, AND 0.1 MILE WEST OF INTERSECTION WITH SR 1100, 25.5 FT
 EZ0307'N OF C/L OF U.S. 13, 9.0 FT E OF C/L OF CONCRETE DRIVEWAY, 5.9 FT
 EZ0307'S OF CORNER FENCE POST WITH ALUMINUM REF. TAG, 21.5 FT ESE OF 4
 EZ0307'INCH CEDAR, 25.5 FT SW OF PP WITH ALUMINUM REF. TAG, 67.0 FT SSE
 EZ0307'OF SE CORNER OF BRICK HOUSE.  DISK IS SET IN CONCRETE CYLINDER,
 EZ0307'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0859 ***********************************************************************
 EZ0859  DESIGNATION -  ALVIN
 EZ0859  PID         -  EZ0859
 EZ0859  STATE/COUNTY-  NC/WAKE
 EZ0859  USGS QUAD   -  WAKE FOREST (1987)
 EZ0859
 EZ0859                         *CURRENT SURVEY CONTROL
 EZ0859  ___________________________________________________________________
 EZ0859* NAD 83(2001)-  35 58 23.30818(N)    078 35 40.14444(W)     ADJUSTED  
 EZ0859* NAVD 88     -        97.518  (meters)     319.94   (feet)  ADJUSTED  
 EZ0859  ___________________________________________________________________
 EZ0859  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 EZ0859  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EZ0859  DYNAMIC HT  -          97.436 (meters)     319.67  (feet)  COMP
 EZ0859  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 EZ0859
 EZ0859  HORZ ORDER  -  SECOND
 EZ0859  VERT ORDER  -  SECOND    CLASS 0
 EZ0859
 EZ0859.The horizontal coordinates were established by classical geodetic methods
 EZ0859.and adjusted by the National Geodetic Survey in August 2005.
 EZ0859
 EZ0859.The orthometric height was determined by differential leveling
 EZ0859.and adjusted in June 1991.
 EZ0859
 EZ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0859
 EZ0859.The geoid height was determined by GEOID03.
 EZ0859
 EZ0859.The dynamic height is computed by dividing the NAVD 88
 EZ0859.geopotential number by the normal gravity value computed on the
 EZ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0859.degrees latitude (g = 980.6199 gals.).
 EZ0859
 EZ0859.The modeled gravity was interpolated from observed gravity values.
 EZ0859
 EZ0859;                    North         East     Units Scale Factor Converg.
 EZ0859;SPC NC       -   246,695.326   646,174.514   MT  0.99995173   +0 14 02.6
 EZ0859;SPC NC       -   809,366.25  2,119,990.88   sFT  0.99995173   +0 14 02.6
 EZ0859;UTM  17      - 3,983,644.865   716,896.798   MT  1.00017971   +1 24 48.8
 EZ0859
 EZ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0859!SPC NC       -   0.99998981  x   0.99995173  =   0.99994154
 EZ0859!UTM  17      -   0.99998981  x   1.00017971  =   1.00016952
 EZ0859
 EZ0859                          SUPERSEDED SURVEY CONTROL
 EZ0859
 EZ0859  NAD 83(1986)-  35 58 23.31335(N)    078 35 40.15877(W) AD(       ) 2
 EZ0859  NAD 27      -  35 58 22.77403(N)    078 35 41.15255(W) AD(       ) 2
 EZ0859  NGVD 29 (??/??/92)   97.790  (m)          320.83   (f) ADJ UNCH    2 0
 EZ0859
 EZ0859.Superseded values are not recommended for survey control.
 EZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0859.See file dsdata.txt to determine how the superseded data were derived.
 EZ0859
 EZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1689783645(NAD 83)
 EZ0859_MARKER: DE = TRAVERSE STATION DISK
 EZ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0859_STAMPING: ALVIN 1970
 EZ0859_MARK LOGO: NCGS  
 EZ0859_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0859+STABILITY: SURFACE MOTION
 EZ0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0859+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2008
 EZ0859
 EZ0859  HISTORY     - Date     Condition        Report By
 EZ0859  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0859  HISTORY     - 1972     GOOD             NCGS
 EZ0859  HISTORY     - 19850101 GOOD             NCGS
 EZ0859  HISTORY     - 20080101 GOOD             GEOCAC
 EZ0859
 EZ0859                          STATION DESCRIPTION
 EZ0859
 EZ0859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0859'ALVIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0859'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0859'
 EZ0859'ALVIN IS LOCATED APPROXIMATELY 2.5 MILES NNW OF FALLS AND 3.2 MILES
 EZ0859'ENE OF BAYLEAF.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ0859'US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T INTERSECTION
 EZ0859'OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 0.6 MILE TO
 EZ0859'STATION ON RIGHT, APPROXIMATELY 100 FEET WEST OF WEST DRIVEWAY
 EZ0859'LEADING TO HOME OF MR. PERRY ON SOUTH SIDE OF NC 98 AND 1.15 MILE
 EZ0859'EAST OF INTERSECTION OF NC 98 AND SR 1917.
 EZ0859'
 EZ0859'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0859'ALVIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0859'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0859'
 EZ0859'MARK IS--
 EZ0859'27.7 FEET ENE OF C/L OF NC 98.
 EZ0859'115.8 FEET SE OF ALUMINUM REF. TAG ON PP.
 EZ0859'151.3 FEET SSE OF C/L OF DIRT DRIVEWAY.
 EZ0859'171.8 FEET S OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 EZ0859'10.8 FEET SE OF EDGE OF CULTIVATED FIELD.
 EZ0859
 EZ0859                          STATION RECOVERY (1972)
 EZ0859
 EZ0859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0859'2.5 MI NNW FROM FALLS.
 EZ0859'STATION IS 2.5 MILES NNW OF FALLS AND 3.2 MILES ENE OF BAYLEAF.
 EZ0859'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 2.85
 EZ0859'MILES TO T INTERSECTION OF NC 98 AND SR 2004, CONTINUE W ON NC
 EZ0859'98 FOR 0.6 MILE TO STATION ON RIGHT, APPROX. 100 FT. W OF W
 EZ0859'DRIVEWAY LEADING TO HOME OF MR. PERRY ON S SIDE OF NC 98 AND 1.15
 EZ0859'MILE E OF INTERSECTION OF NC 98 AND SR 1917, 27.7 FT ENE OF C/L
 EZ0859'OF NC 98, 115.8 FT SE OF ALUM. REF. TAG ON PP, 151.3 FT SSE OF C/L
 EZ0859'OF DIRT DRIVEWAY AND 171.8 FT S OF ALUM. REF. TAG ON PP W/TRANSFORMER.
 EZ0859'STATION IS FLUSH WITH GROUND.
 EZ0859
 EZ0859                          STATION RECOVERY (1985)
 EZ0859
 EZ0859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0859'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS
 EZ0859'LOCATED ABOUT 4.0 KM (2.50 MI) NORTH-NORTHWEST OF FALLS, AND 5.2 KM
 EZ0859'(3.25 MI) EAST-NORTHEAST OF BAYLEAF. PROCEED ALONG NC 98 FOR 6.6 KM
 EZ0859'(4.10 MI) WEST-SOUTHWEST OF THE US 1 OVERPASS TO THE INTERSECTION WITH
 EZ0859'SR 2004, THENCE SOUTH ALONG SR 2004 FOR 30.5 M (100.1 FT) TO SR 1966
 EZ0859'(OLD KEITH ROAD).  THENCE EAST-SOUTHEAST ALONG SR 1966 FOR 1.6 KM
 EZ0859'(1.00 MI) TO THE STATION ON THE LEFT DITCH BANK, AND ABOUT 0.6 KM
 EZ0859'(0.35 MI) NORTHWEST OF THE ROAD END. MARK IS LOCATED 8.4 M (27.6 FT)
 EZ0859'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.5 M (1.6 FT)
 EZ0859'WEST-SOUTHWEST OF A WITNESS POST, 38.7 M (127.0 FT) NORTH-NORTHWEST OF
 EZ0859'THE CENTERLINE INTERSECTION OF THE ROAD AND THE WEST-MOST DRIVEWAY TO
 EZ0859'PERRY RESIDENCE, 43.6 M (143.0 FT) SOUTHEAST OF THE CENTERLINE OF A
 EZ0859'DIRT FARM ROAD, 36.0 M (118.1 FT) SOUTHEAST OF A--ROAD CLOSED
 EZ0859'AHEAD--SIGN, AND 52.4 M (171.9 FT) SOUTH OF A POWER POLE WITH A
 EZ0859'REFERENCE TAG. MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET (0.9 M)
 EZ0859'HIGHER THAN ROAD.
 EZ0859
 EZ0859                          STATION RECOVERY (2008)
 EZ0859
 EZ0859'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ0859'RECOVERED AS DESCRIBED, AT THE ENTRANCE TO OLD KEITH ESTATES
 EZ0859'SUBDIVISION. SEE BOOK OF MAPS 2006-1875 FOR NC GRID COORDINATES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4151 ***********************************************************************
 FY4151  DESIGNATION -  ALVIN
 FY4151  PID         -  FY4151
 FY4151  STATE/COUNTY-  NC/ROCKINGHAM
 FY4151  USGS QUAD   -  REIDSVILLE (1994)
 FY4151
 FY4151                         *CURRENT SURVEY CONTROL
 FY4151  ___________________________________________________________________
 FY4151* NAD 83(2001)-  36 20 23.72820(N)    079 41 35.58348(W)     ADJUSTED  
 FY4151* NAVD 88     -       252.5    (meters)     828.     (feet)  VERTCON   
 FY4151  ___________________________________________________________________
 FY4151  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 FY4151  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FY4151  HORZ ORDER  -  SECOND
 FY4151
 FY4151.The horizontal coordinates were established by classical geodetic methods
 FY4151.and adjusted by the National Geodetic Survey in August 2005.
 FY4151
 FY4151.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4151
 FY4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4151
 FY4151.The geoid height was determined by GEOID03.
 FY4151
 FY4151;                    North         East     Units Scale Factor Converg.
 FY4151;SPC NC       -   287,536.863   547,364.705   MT  1.00005296   -0 24 00.4
 FY4151;SPC NC       -   943,360.52  1,795,812.37   sFT  1.00005296   -0 24 00.4
 FY4151;UTM  17      - 4,022,444.685   617,272.727   MT  0.99976945   +0 46 28.0
 FY4151
 FY4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4151!SPC NC       -   0.99996538  x   1.00005296  =   1.00001834
 FY4151!UTM  17      -   0.99996538  x   0.99976945  =   0.99973484
 FY4151
 FY4151                          SUPERSEDED SURVEY CONTROL
 FY4151
 FY4151  NAD 83(1993)-  36 20 23.73141(N)    079 41 35.58782(W) AD(       ) 2
 FY4151  NAD 83(1986)-  36 20 23.73490(N)    079 41 35.58845(W) AD(       ) 2
 FY4151  NGVD 29 (01/17/91)  252.7    (m)          829.     (f) VERT ANG    3  
 FY4151
 FY4151.Superseded values are not recommended for survey control.
 FY4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4151.See file dsdata.txt to determine how the superseded data were derived.
 FY4151
 FY4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1727322445(NAD 83)
 FY4151_MARKER: DE = TRAVERSE STATION DISK
 FY4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4151_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4151+STABILITY: SURFACE MOTION
 FY4151
 FY4151  HISTORY     - Date     Condition        Report By
 FY4151  HISTORY     - 1978     MONUMENTED       NCGS
 FY4151  HISTORY     - 19960912 MARK NOT FOUND   USPSQD
 FY4151
 FY4151                          STATION DESCRIPTION
 FY4151
 FY4151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4151'THE STATION IS LOCATED IN SOUTHWEST EDGE OF REIDSVILLE.
 FY4151'
 FY4151'TO REACH THE STATION FROM THE US 29 BUSINESS UNDERPASS OF US 158, IN
 FY4151'SOUTHWEST EDGE OF REIDSVILLE, PROCEED NORTH ALONG US 29 BUSINESS FOR
 FY4151'0.4 MILE TO STATION IN LEFT ROAD SHOULDER SOUTH OF A GRAVEL ROAD AND
 FY4151'0.35 MILE SOUTH OF INTERSECTION WITH SR 2462.
 FY4151'
 FY4151'STATION MARK IS A STANDARD DISK STAMPED---ALVIN 1978---, SET IN THE
 FY4151'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND
 FY4151'SURFACE.  THE MARK IS 23.6 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 FY4151'US 29 BUSINESS, 69.1 FEET SOUTH OF SOUTH END OF A CULVERT UNDER
 FY4151'DRIVEWAY, 58.8 FEET SOUTHEAST OF 3 INCH LOCUST TREE WITH REFERENCE
 FY4151'TAG AND 105.3 FEET NORTHEAST OF 3 INCH LOCUST WITH REFERENCE TAG.
 FY4151
 FY4151                          STATION RECOVERY (1996)
 FY4151
 FY4151'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY4151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4432 ***********************************************************************
 FY4432  DESIGNATION -  ALWIN
 FY4432  PID         -  FY4432
 FY4432  STATE/COUNTY-  NC/VANCE
 FY4432  USGS QUAD   -  MIDDLEBURG (1982)
 FY4432
 FY4432                         *CURRENT SURVEY CONTROL
 FY4432  ___________________________________________________________________
 FY4432* NAD 83(2001)-  36 27 31.21138(N)    078 19 21.74267(W)     ADJUSTED  
 FY4432* NAVD 88     -       135.7    (meters)     445.     (feet)  VERTCON   
 FY4432  ___________________________________________________________________
 FY4432  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 FY4432  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FY4432  HORZ ORDER  -  SECOND
 FY4432
 FY4432.The horizontal coordinates were established by classical geodetic methods
 FY4432.and adjusted by the National Geodetic Survey in August 2005.
 FY4432
 FY4432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4432
 FY4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4432
 FY4432.The geoid height was determined by GEOID03.
 FY4432
 FY4432;                    North         East     Units Scale Factor Converg.
 FY4432;SPC NC       -   300,704.399   670,318.213   MT  1.00009460   +0 23 27.3
 FY4432;SPC NC       -   986,561.02  2,199,202.34   sFT  1.00009460   +0 23 27.3
 FY4432;UTM  17      - 4,038,155.976   739,918.979   MT  1.00030924   +1 35 30.2
 FY4432
 FY4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4432!SPC NC       -   0.99998384  x   1.00009460  =   1.00007844
 FY4432!UTM  17      -   0.99998384  x   1.00030924  =   1.00029308
 FY4432
 FY4432:                Primary Azimuth Mark                     Grid Az
 FY4432:SPC NC       -  L 36                                     084 24 09.8
 FY4432:UTM  17      -  L 36                                     083 12 06.9
 FY4432
 FY4432|---------------------------------------------------------------------|
 FY4432| PID    Reference Object                     Distance      Geod. Az  |
 FY4432|                                                           dddmmss.s |
 FY4432| FY0175 L 36                                APPROX. 0.6 KM 0844737.1 |
 FY4432| FY4474 WOODS                               358.537 METERS 29440     |
 FY4432|---------------------------------------------------------------------|
 FY4432
 FY4432                          SUPERSEDED SURVEY CONTROL
 FY4432
 FY4432  NAD 83(1993)-  36 27 31.21273(N)    078 19 21.74194(W) AD(       ) 2
 FY4432  NAD 83(1986)-  36 27 31.20914(N)    078 19 21.75145(W) AD(       ) 2
 FY4432  NGVD 29 (07/10/92)  136.0    (m)          446.     (f) VERT ANG    3  
 FY4432
 FY4432.Superseded values are not recommended for survey control.
 FY4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4432.See file dsdata.txt to determine how the superseded data were derived.
 FY4432
 FY4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3991938156(NAD 83)
 FY4432_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4432_SP_SET: CONCRETE POST
 FY4432_STAMPING: ALWIN 1985
 FY4432_MARK LOGO: NCGS  
 FY4432_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4432+STABILITY: SURFACE MOTION
 FY4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY4432+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 FY4432
 FY4432  HISTORY     - Date     Condition        Report By
 FY4432  HISTORY     - 1985     MONUMENTED       NCGS
 FY4432  HISTORY     - 20050416 GOOD             USPSQD
 FY4432
 FY4432                          STATION DESCRIPTION
 FY4432
 FY4432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4432'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) WEST OF DREWRY, AND 15.8 KM
 FY4432'(9.8 MI) NORTH-NORTHEAST OF HENDERSON.
 FY4432'ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 1.2 KM (0.75 MI) WEST FROM
 FY4432'CROSSROADS IN DREWRY, OR 1.0 KM (0.6 MI) EAST OF SR 1365 INTERSECTION,
 FY4432'AT WOODS ROAD ENTRANCE TO SOUTH.
 FY4432'STATION IS A STANDARD NCGS DISK STAMPED---ALWIN 1985---, SET INTO THE
 FY4432'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.
 FY4432'LOCATED 9.14 METERS (30.0 FT) SOUTH FROM THE CENTERLINE OF ROAD, 4.3
 FY4432'METERS (14 FT) EAST FROM THE CENTERLINE OF WOODS ROAD, 12.37 METERS
 FY4432'(40.6 FT) EAST FROM A TELEPHONE PEDESTAL (21 S), 28.01 METERS
 FY4432'(91.9 FT) WEST-NORTHWEST FROM A POWER POLE, AND 2.04 METERS (6.7 FT)
 FY4432'NORTH-NORTHEAST FROM AN 8-INCH OAK WITH REFERENCE TAG.
 FY4432'L 36 IS A STANDARD CGS BENCH MARK DISK STAMPED---452.466 L 36
 FY4432'1932---SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 15 CM
 FY4432'ABOVE THE GROUND SURFACE. LOCATED 0.6 KM (0.4 MI) WEST OF CROSSROADS
 FY4432'IN DREWRY, 11.3 METERS (37 FT) SOUTH OF CENTERLINE OF SR 1366
 FY4432'(BULLOCKSVILLE PARK ROAD), 21.34 METERS (70.0 FT) EAST OF THE EAST END
 FY4432'OF DRIVEWAY CULVERT TO MOBILE HOME, 22.34 METERS (73.3 FT) NORTHWEST
 FY4432'OF THE NORTHEAST CORNER OF MOBILE HOME, AND 0.30 METERS (1.0 FT) NORTH
 FY4432'OF A WITNESS POST.
 FY4432'MARK IS 1 FOOT ABOVE ROAD LEVEL.
 FY4432
 FY4432                          STATION RECOVERY (2005)
 FY4432
 FY4432'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY4432'N 36 27.522
 FY4432'W 078 19.362
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6529 ***********************************************************************
 EZ6529  DESIGNATION -  ALWIN
 EZ6529  PID         -  EZ6529
 EZ6529  STATE/COUNTY-  NC/WAKE
 EZ6529  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6529
 EZ6529                         *CURRENT SURVEY CONTROL
 EZ6529  ___________________________________________________________________
 EZ6529* NAD 83(2001)-  35 49 11.29795(N)    078 44 35.36678(W)     ADJUSTED  
 EZ6529* NAVD 88     -       131.8    (meters)     432.     (feet)  VERTCON   
 EZ6529  ___________________________________________________________________
 EZ6529  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 EZ6529  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 EZ6529  HORZ ORDER  -  SECOND
 EZ6529
 EZ6529.The horizontal coordinates were established by classical geodetic methods
 EZ6529.and adjusted by the National Geodetic Survey in August 2005.
 EZ6529
 EZ6529.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6529
 EZ6529.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6529
 EZ6529.The geoid height was determined by GEOID03.
 EZ6529
 EZ6529;                    North         East     Units Scale Factor Converg.
 EZ6529;SPC NC       -   229,638.002   632,809.815   MT  0.99992163   +0 08 53.7
 EZ6529;SPC NC       -   753,404.01  2,076,143.53   sFT  0.99992163   +0 08 53.7
 EZ6529;UTM  17      - 3,966,313.164   703,882.328   MT  1.00011224   +1 19 16.5
 EZ6529
 EZ6529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6529!SPC NC       -   0.99998440  x   0.99992163  =   0.99990603
 EZ6529!UTM  17      -   0.99998440  x   1.00011224  =   1.00009663
 EZ6529
 EZ6529                          SUPERSEDED SURVEY CONTROL
 EZ6529
 EZ6529  NAD 83(1986)-  35 49 11.30081(N)    078 44 35.37888(W) AD(       ) 2
 EZ6529  NGVD 29 (12/28/92)  132.1    (m)          433.     (f) VERT ANG    3  
 EZ6529
 EZ6529.Superseded values are not recommended for survey control.
 EZ6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6529.See file dsdata.txt to determine how the superseded data were derived.
 EZ6529
 EZ6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0388266313(NAD 83)
 EZ6529_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6529_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6529+WITH SETTING: PAVEMENT
 EZ6529_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6529+STABILITY: SURFACE MOTION
 EZ6529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6529+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2008
 EZ6529
 EZ6529  HISTORY     - Date     Condition        Report By
 EZ6529  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6529  HISTORY     - 20081127 GOOD             GEOCAC
 EZ6529
 EZ6529                          STATION DESCRIPTION
 EZ6529
 EZ6529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6529'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) NORTH OF CARY AND 10.3
 EZ6529'KM (6.4 MI) WEST-NORTHWEST OF RALEIGH.
 EZ6529'
 EZ6529'AT TRINITY ROAD (SR 1655) OVERPASS OF I 40, NEAR THE GATE IN THE
 EZ6529'FENCE NEAR THE SOUTHEAST CORNER OF BRIDGE, IN BRIDGE FLOOR.
 EZ6529'
 EZ6529'THE STATION IS A STANDARD NCGS DISK STAMPED---ALWIN 1984---, SET
 EZ6529'INTO A DRILLED HOLE.  LOCATED
 EZ6529'4.3 METERS (14.0 FT) SOUTHEAST FROM THE CENTERLINE OF LANE,
 EZ6529'1.2 METERS (3.8 FT) NORTHWEST FROM THE SOUTH GATE POST,
 EZ6529'1.4 METERS (4.7 FT) EAST FROM THE NORTH GATE POST AND
 EZ6529'18.6 METERS (61.2 FT) NORTHEAST FROM THE SOUTH END OF EAST BRIDGE
 EZ6529'RAIL.
 EZ6529'
 EZ6529'THE MARK IS 20 FEET ABOVE I 40.
 EZ6529
 EZ6529                          STATION RECOVERY (2008)
 EZ6529
 EZ6529'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ6529'RECOVERED IN GOOD CONDITION. ADD THAT THE MARK IS 70 FEET NORTH OF THE
 EZ6529'SOUTH END OF THE BRIDGE, BESIDE AN EXPANSION JOINT.
 EZ6529' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5699 ***********************************************************************
 DG5699  DESIGNATION -  ALX 1
 DG5699  PID         -  DG5699
 DG5699  STATE/COUNTY-  NC/ALEXANDER
 DG5699  USGS QUAD   -  MILLERSVILLE (1970)
 DG5699
 DG5699                         *CURRENT SURVEY CONTROL
 DG5699  ___________________________________________________________________
 DG5699* NAD 83(1986)-  35 49 25.     (N)    081 11 27.     (W)     SCALED    
 DG5699* NAVD 88     -       268.543  (meters)     881.04   (feet)  ADJUSTED  
 DG5699  ___________________________________________________________________
 DG5699  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DG5699  DYNAMIC HT  -         268.290 (meters)     880.21  (feet)  COMP
 DG5699  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 DG5699
 DG5699  VERT ORDER  -  SECOND    CLASS II
 DG5699
 DG5699.The horizontal coordinates were scaled from a topographic map and have
 DG5699.an estimated accuracy of +/- 6 seconds.
 DG5699
 DG5699.The orthometric height was determined by differential leveling
 DG5699.and adjusted in December 2004.
 DG5699.No vertical observational check was made to the station.
 DG5699
 DG5699.The geoid height was determined by GEOID03.
 DG5699
 DG5699.The dynamic height is computed by dividing the NAVD 88
 DG5699.geopotential number by the normal gravity value computed on the
 DG5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5699.degrees latitude (g = 980.6199 gals.).
 DG5699
 DG5699.The modeled gravity was interpolated from observed gravity values.
 DG5699
 DG5699;                    North         East    Units  Estimated Accuracy
 DG5699;SPC NC       -   232,220.      411,660.      MT  (+/- 180 meters Scaled)
 DG5699
 DG5699                          SUPERSEDED SURVEY CONTROL
 DG5699
 DG5699.No superseded survey control is available for this station.
 DG5699
 DG5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV827644(NAD 83)
 DG5699_MARKER: DB = BENCH MARK DISK
 DG5699_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5699+WITH SETTING: PAVEMENT
 DG5699_SP_SET: BRIDGE FLOOR
 DG5699_STAMPING: ALX 1 2000
 DG5699_MARK LOGO: NCGS  
 DG5699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5699+STABILITY: SURFACE MOTION
 DG5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5699+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5699
 DG5699  HISTORY     - Date     Condition        Report By
 DG5699  HISTORY     - 2000     MONUMENTED       NCGS
 DG5699
 DG5699                          STATION DESCRIPTION
 DG5699
 DG5699'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG5699'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF TAYLORSVILLE, IN
 DG5699'THE NORTHEAST CORNER OF THE NC 16 BRIDGE OVER THE CATAWBA RIVER, AT
 DG5699'THE ALEXANDER-CATAWBA COUNTY LINE. MARK IS ABOUT LEVEL WITH NC 16.
 DG5699'LOCATED 20.0 FT (6.1 M) EAST OF THE CENTERLINE OF NC 16, 1.0 FT (0.3
 DG5699'M) WEST OF THE CONCRETE BRIDGE RAIL AND 1.0 FT (0.3 M) SOUTH OF THE
 DG5699'NORTHMOST EXPANSION JOINT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5700 ***********************************************************************
 DG5700  DESIGNATION -  ALX 2
 DG5700  PID         -  DG5700
 DG5700  STATE/COUNTY-  NC/ALEXANDER
 DG5700  USGS QUAD   -  MILLERSVILLE (1970)
 DG5700
 DG5700                         *CURRENT SURVEY CONTROL
 DG5700  ___________________________________________________________________
 DG5700* NAD 83(1986)-  35 51 03.     (N)    081 11 01.     (W)     SCALED    
 DG5700* NAVD 88     -       287.342  (meters)     942.72   (feet)  ADJUSTED  
 DG5700  ___________________________________________________________________
 DG5700  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DG5700  DYNAMIC HT  -         287.071 (meters)     941.83  (feet)  COMP
 DG5700  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 DG5700
 DG5700  VERT ORDER  -  SECOND    CLASS II
 DG5700
 DG5700.The horizontal coordinates were scaled from a topographic map and have
 DG5700.an estimated accuracy of +/- 6 seconds.
 DG5700
 DG5700.The orthometric height was determined by differential leveling
 DG5700.and adjusted in December 2004.
 DG5700.No vertical observational check was made to the station.
 DG5700
 DG5700.The geoid height was determined by GEOID03.
 DG5700
 DG5700.The dynamic height is computed by dividing the NAVD 88
 DG5700.geopotential number by the normal gravity value computed on the
 DG5700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5700.degrees latitude (g = 980.6199 gals.).
 DG5700
 DG5700.The modeled gravity was interpolated from observed gravity values.
 DG5700
 DG5700;                    North         East    Units  Estimated Accuracy
 DG5700;SPC NC       -   235,220.      412,380.      MT  (+/- 180 meters Scaled)
 DG5700
 DG5700                          SUPERSEDED SURVEY CONTROL
 DG5700
 DG5700.No superseded survey control is available for this station.
 DG5700
 DG5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV834674(NAD 83)
 DG5700_MARKER: DB = BENCH MARK DISK
 DG5700_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DG5700+WITH SETTING: PAVEMENT
 DG5700_SP_SET: BRIDGE FLOOR
 DG5700_STAMPING: ALX 2 2000
 DG5700_MARK LOGO: NCGS  
 DG5700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5700+STABILITY: SURFACE MOTION
 DG5700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5700+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5700
 DG5700  HISTORY     - Date     Condition        Report By
 DG5700  HISTORY     - 2000     MONUMENTED       NCGS
 DG5700
 DG5700                          STATION DESCRIPTION
 DG5700
 DG5700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG5700'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF TAYLORSVILLE, IN THE
 DG5700'NORTHEAST CORNER OF NC 16 BRIDGE OVER THE LOWER LITTLE RIVER, IN
 DG5700'MILLERSVILLE. MARK IS ABOUT LEVEL WITH NC 16.  LOCATED 20.0 FT (6.1 M)
 DG5700'EAST OF THE CENTERLINE OF NC 16, 1.0 FT (0.3 M) WEST OF THE CONCRETE
 DG5700'BRIDGE RAIL AND 1.5 FT (0.5 M) SOUTH OF THE NORTHMOST EXPANSION JOINT
 DG5700'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5701 ***********************************************************************
 DG5701  DESIGNATION -  ALX 3
 DG5701  PID         -  DG5701
 DG5701  STATE/COUNTY-  NC/ALEXANDER
 DG5701  USGS QUAD   -  MILLERSVILLE (1970)
 DG5701
 DG5701                         *CURRENT SURVEY CONTROL
 DG5701  ___________________________________________________________________
 DG5701* NAD 83(1986)-  35 51 40.     (N)    081 11 07.     (W)     SCALED    
 DG5701* NAVD 88     -       315.005  (meters)    1033.48   (feet)  ADJUSTED  
 DG5701  ___________________________________________________________________
 DG5701  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DG5701  DYNAMIC HT  -         314.707 (meters)    1032.50  (feet)  COMP
 DG5701  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 DG5701
 DG5701  VERT ORDER  -  SECOND    CLASS II
 DG5701
 DG5701.The horizontal coordinates were scaled from a topographic map and have
 DG5701.an estimated accuracy of +/- 6 seconds.
 DG5701
 DG5701.The orthometric height was determined by differential leveling
 DG5701.and adjusted in December 2004.
 DG5701.No vertical observational check was made to the station.
 DG5701
 DG5701.The geoid height was determined by GEOID03.
 DG5701
 DG5701.The dynamic height is computed by dividing the NAVD 88
 DG5701.geopotential number by the normal gravity value computed on the
 DG5701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5701.degrees latitude (g = 980.6199 gals.).
 DG5701
 DG5701.The modeled gravity was interpolated from observed gravity values.
 DG5701
 DG5701;                    North         East    Units  Estimated Accuracy
 DG5701;SPC NC       -   236,360.      412,250.      MT  (+/- 180 meters Scaled)
 DG5701
 DG5701                          SUPERSEDED SURVEY CONTROL
 DG5701
 DG5701.No superseded survey control is available for this station.
 DG5701
 DG5701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV832685(NAD 83)
 DG5701_MARKER: DB = BENCH MARK DISK
 DG5701_SETTING: 80 = SET IN A BOULDER
 DG5701_STAMPING: ALX 3 2000
 DG5701_MARK LOGO: NCGS  
 DG5701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5701+STABILITY: SURFACE MOTION
 DG5701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5701+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5701
 DG5701  HISTORY     - Date     Condition        Report By
 DG5701  HISTORY     - 2000     MONUMENTED       NCGS
 DG5701
 DG5701                          STATION DESCRIPTION
 DG5701
 DG5701'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG5701'STATION IS LOCATED ABOUT 0.45 MI (0.72 KM) NORTH OF MILLERSVILLE AND
 DG5701'4.3 MI (6.9 KM) SOUTH OF TAYLORSVILLE. ALONC NC 16 FOR 2.7 MI (4.3 KM)
 DG5701'NORTH FROM THE ALEXANDER-CATAWBA COUNTY LINE (CATAWBA RIVER) , ON THE
 DG5701'WEST SIDE OF THE ROAD. MARK IS ABOUT LEVEL WITH NC 16.  LOCATED 20.5
 DG5701'FT (6.2 M) WEST OF THE CENTERLINE OF NC 16, 121.3 FT (37.0 M) NORTH OF
 DG5701'A TELEPHONE PEDESTAL, 122.0 FT (37.2 M) NORTH OF THE NORTH END OF A
 DG5701'DRIVEWAY CULVERT--AND 86.0 FT (26.2 M) NORTHWEST OF A POWER POLE--WITH
 DG5701'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5702 ***********************************************************************
 DG5702  DESIGNATION -  ALX 4
 DG5702  PID         -  DG5702
 DG5702  STATE/COUNTY-  NC/ALEXANDER
 DG5702  USGS QUAD   -  MILLERSVILLE (1970)
 DG5702
 DG5702                         *CURRENT SURVEY CONTROL
 DG5702  ___________________________________________________________________
 DG5702* NAD 83(1986)-  35 52 29.     (N)    081 11 23.     (W)     SCALED    
 DG5702* NAVD 88     -       343.660  (meters)    1127.49   (feet)  ADJUSTED  
 DG5702  ___________________________________________________________________
 DG5702  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 DG5702  DYNAMIC HT  -         343.335 (meters)    1126.42  (feet)  COMP
 DG5702  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 DG5702
 DG5702  VERT ORDER  -  SECOND    CLASS II
 DG5702
 DG5702.The horizontal coordinates were scaled from a topographic map and have
 DG5702.an estimated accuracy of +/- 6 seconds.
 DG5702
 DG5702.The orthometric height was determined by differential leveling
 DG5702.and adjusted in December 2004.
 DG5702.No vertical observational check was made to the station.
 DG5702
 DG5702.The geoid height was determined by GEOID03.
 DG5702
 DG5702.The dynamic height is computed by dividing the NAVD 88
 DG5702.geopotential number by the normal gravity value computed on the
 DG5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5702.degrees latitude (g = 980.6199 gals.).
 DG5702
 DG5702.The modeled gravity was interpolated from observed gravity values.
 DG5702
 DG5702;                    North         East    Units  Estimated Accuracy
 DG5702;SPC NC       -   237,880.      411,890.      MT  (+/- 180 meters Scaled)
 DG5702
 DG5702                          SUPERSEDED SURVEY CONTROL
 DG5702
 DG5702.No superseded survey control is available for this station.
 DG5702
 DG5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV828700(NAD 83)
 DG5702_MARKER: DB = BENCH MARK DISK
 DG5702_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5702_SP_SET: APRON
 DG5702_STAMPING: ALX 4 2000
 DG5702_MARK LOGO: NCGS  
 DG5702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5702+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2008
 DG5702
 DG5702  HISTORY     - Date     Condition        Report By
 DG5702  HISTORY     - 2000     MONUMENTED       NCGS
 DG5702  HISTORY     - 20080205 GOOD             GEOCAC
 DG5702
 DG5702                          STATION DESCRIPTION
 DG5702
 DG5702'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DG5702'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTH OF TAYLORSVILLE AND 1.5
 DG5702'MI (2.4 KM) NORTH OF MILLERSVILLE. ALONC NC 16 FOR 3.7 MI (6.0 KM)
 DG5702'NORTH FROM THE ALEXANDER-CATATWA COUNTY LINE (CATAWBA RIVER) , IN THE
 DG5702'SOUTHWEST QUADRANT OF THE INTERSECTION WITH SR 1183-BEN THOMPSON LN.
 DG5702'MARK IS ABOUT 1-FOOT HIGHER THAN NC 16.  LOCATED 30.5 FT (9.3 M)
 DG5702'NORTHWEST OF THE CENTERLINE OF NC 16, 102.5 FT (31.2 M) SOUTHWEST OF
 DG5702'THE CENTERLINE OF SR 1183, 50.2 FT (15.3 M) SOUTHEAST OF THE NORTHEAST
 DG5702'CORNER OF A BRICK BUILDING AND 2.4 FT (0.7 M) WEST OF THE NORTHEAST
 DG5702'CORNER OF THE CONCRETE PAD.
 DG5702
 DG5702                          STATION RECOVERY (2008)
 DG5702
 DG5702'RECOVERY NOTE BY GEOCACHING 2008 (JNM)
 DG5702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1055 ***********************************************************************
 EZ1055  DESIGNATION -  AMALIE
 EZ1055  PID         -  EZ1055
 EZ1055  STATE/COUNTY-  NC/WAKE
 EZ1055  USGS QUAD   -  APEX (1993)
 EZ1055
 EZ1055                         *CURRENT SURVEY CONTROL
 EZ1055  ___________________________________________________________________
 EZ1055* NAD 83(2001)-  35 39 41.08830(N)    078 50 10.20362(W)     ADJUSTED  
 EZ1055* NAVD 88     -       125.683  (meters)     412.35   (feet)  ADJUSTED  
 EZ1055  ___________________________________________________________________
 EZ1055  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 EZ1055  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 EZ1055  DYNAMIC HT  -         125.573 (meters)     411.98  (feet)  COMP
 EZ1055  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 EZ1055
 EZ1055  HORZ ORDER  -  SECOND
 EZ1055  VERT ORDER  -  SECOND    CLASS 0
 EZ1055
 EZ1055.The horizontal coordinates were established by classical geodetic methods
 EZ1055.and adjusted by the National Geodetic Survey in August 2005.
 EZ1055
 EZ1055.The orthometric height was determined by differential leveling
 EZ1055.and adjusted in June 1991.
 EZ1055
 EZ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1055
 EZ1055.The geoid height was determined by GEOID03.
 EZ1055
 EZ1055.The dynamic height is computed by dividing the NAVD 88
 EZ1055.geopotential number by the normal gravity value computed on the
 EZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1055.degrees latitude (g = 980.6199 gals.).
 EZ1055
 EZ1055.The modeled gravity was interpolated from observed gravity values.
 EZ1055
 EZ1055;                    North         East     Units Scale Factor Converg.
 EZ1055;SPC NC       -   212,047.604   624,434.313   MT  0.99989808   +0 05 40.4
 EZ1055;SPC NC       -   695,692.85  2,048,664.91   sFT  0.99989808   +0 05 40.4
 EZ1055;UTM  17      - 3,948,552.142   695,866.323   MT  1.00007277   +1 15 42.9
 EZ1055
 EZ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1055!SPC NC       -   0.99998536  x   0.99989808  =   0.99988344
 EZ1055!UTM  17      -   0.99998536  x   1.00007277  =   1.00005813
 EZ1055
 EZ1055:                Primary Azimuth Mark                     Grid Az
 EZ1055:SPC NC       -  IVEY                                     007 02 20.7
 EZ1055:UTM  17      -  IVEY                                     005 52 18.2
 EZ1055
 EZ1055|---------------------------------------------------------------------|
 EZ1055| PID    Reference Object                     Distance      Geod. Az  |
 EZ1055|                                                           dddmmss.s |
 EZ1055| EZ1056 IVEY                                APPROX. 0.6 KM 0070801.1 |
 EZ1055| EZ1054 PEARSALL                            APPROX. 0.9 KM 1660558.7 |
 EZ1055|---------------------------------------------------------------------|
 EZ1055
 EZ1055                          SUPERSEDED SURVEY CONTROL
 EZ1055
 EZ1055  NAD 83(1986)-  35 39 41.09014(N)    078 50 10.21571(W) AD(       ) 2
 EZ1055  NAD 27      -  35 39 40.54004(N)    078 50 11.17705(W) AD(       ) 2
 EZ1055  NGVD 29 (??/??/92)  125.942  (m)          413.19   (f) ADJ UNCH    2 0
 EZ1055
 EZ1055.Superseded values are not recommended for survey control.
 EZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1055.See file dsdata.txt to determine how the superseded data were derived.
 EZ1055
 EZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9586648552(NAD 83)
 EZ1055_MARKER: DE = TRAVERSE STATION DISK
 EZ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1055_STAMPING: AMALIE 1967
 EZ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1055+STABILITY: SURFACE MOTION
 EZ1055
 EZ1055  HISTORY     - Date     Condition        Report By
 EZ1055  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1055  HISTORY     - 1973     GOOD             NCGS
 EZ1055  HISTORY     - 1979     GOOD             LOCSUR
 EZ1055  HISTORY     - 20050424 MARK NOT FOUND   GEOCAC
 EZ1055
 EZ1055                          STATION DESCRIPTION
 EZ1055
 EZ1055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1055'AMALIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1055'IN THE VICINITY OF APEX, NORTH CAROLINA.
 EZ1055'
 EZ1055'AMALIE IS LOCATED APPROXIMATELY 0.7 MILES NNW OF THE CENTER
 EZ1055'OF HOLLY SPRINGS.  TO REACH STATION PROCEED FROM THE
 EZ1055'INTERSECTION OF SR 1152 WITH NC 55 AT NORTH SIDE OF HOLLY
 EZ1055'SPRINGS, GO NORTH ON NC 55 FOR 0.45 MILES TO STATION.  WHICH
 EZ1055'IS ON THE WEST SIDE OF NC 55, ON NORTH SIDE OF DRIVEWAY TO
 EZ1055'ONE STORY SHINGLE HOUSE,AND ON TOP OF ABOUT A TEN FOOT CUT.
 EZ1055'
 EZ1055'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1055'AMALIE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ1055'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1055'
 EZ1055'MARK IS
 EZ1055'
 EZ1055'54.9 FT W OF C/L OF NC 55
 EZ1055'
 EZ1055'13.6 FT N OF C/L OF DRIVEWAY
 EZ1055'
 EZ1055'6.2 FT SW OF METAL PIPE PROPERTY CORNER
 EZ1055'
 EZ1055'29.7 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF
 EZ1055'WOODS LINE
 EZ1055'
 EZ1055'30.6 FT SE OF 8 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF
 EZ1055'WOODS LINE
 EZ1055'
 EZ1055'56.9 FT S OF 12 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF
 EZ1055'WOODS LINE
 EZ1055
 EZ1055                          STATION RECOVERY (1973)
 EZ1055
 EZ1055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1055'0.6 MI N FROM HOLLY SPRINGS.
 EZ1055'AMALIE IS LOCATED APPROXIMATELY 14.0 MILES SW OF CAPITOL SQUARE
 EZ1055'IN RALEIGH.  TO REACH STATION FROM INTERSECTION OF NC 55
 EZ1055'(MAIN STREET) AND SR 1152 IN NORTH SECTION OF HOLLY SPRINGS,
 EZ1055'PROCEED NORTH ALONG NC 55 FOR 0.45 MILES TO STATION ON LEFT ON
 EZ1055'NORTH SIDE OF DRIVEWAY TO ONE STORY BRICK RESIDENCE AND ON TOP
 EZ1055'OF A 10 FT CUT, 54.9 FT W OF C/L OF NC 55, 14.6 FT N OF C/L OF
 EZ1055'DRIVEWAY, 83.3 FT NE OF NE CORNER OF BRICK RESIDENCE, 29.7 FT E OF
 EZ1055'6 IN PINE ALONG E WOODS LINE AND W/ALUMINUM REF. TAG, AND 30.6
 EZ1055'FT ESE OF 8 IN PINE ALONG E WOODS LINE AND W/ALUMINUM REF. TAG.
 EZ1055'DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF
 EZ1055'THE GROUND.
 EZ1055
 EZ1055                          STATION RECOVERY (1979)
 EZ1055
 EZ1055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB)
 EZ1055'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ1055
 EZ1055                          STATION RECOVERY (2005)
 EZ1055
 EZ1055'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1055'AREA DISTURBED BY CONSTRUCTION OF COMMERCIAL BUILDINGS AND DRIVEWAYS.
 EZ1055'ORIGINAL REFERENCES NO LONGER VALID.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0271 ***********************************************************************
 EZ0271  DESIGNATION -  AMAN
 EZ0271  PID         -  EZ0271
 EZ0271  STATE/COUNTY-  NC/SAMPSON
 EZ0271  USGS QUAD   -  CLINTON NORTH (1986)
 EZ0271
 EZ0271                         *CURRENT SURVEY CONTROL
 EZ0271  ___________________________________________________________________
 EZ0271* NAD 83(2001)-  35 02 28.41292(N)    078 19 39.35452(W)     ADJUSTED  
 EZ0271* NAVD 88     -        48.930  (meters)     160.53   (feet)  ADJUSTED  
 EZ0271  ___________________________________________________________________
 EZ0271  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EZ0271  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 EZ0271  DYNAMIC HT  -          48.886 (meters)     160.39  (feet)  COMP
 EZ0271  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 EZ0271
 EZ0271  HORZ ORDER  -  SECOND
 EZ0271  VERT ORDER  -  SECOND    CLASS II
 EZ0271
 EZ0271.The horizontal coordinates were established by classical geodetic methods
 EZ0271.and adjusted by the National Geodetic Survey in August 2005.
 EZ0271
 EZ0271.The orthometric height was determined by differential leveling
 EZ0271.and adjusted in June 1991.
 EZ0271
 EZ0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0271
 EZ0271.The geoid height was determined by GEOID03.
 EZ0271
 EZ0271.The dynamic height is computed by dividing the NAVD 88
 EZ0271.geopotential number by the normal gravity value computed on the
 EZ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0271.degrees latitude (g = 980.6199 gals.).
 EZ0271
 EZ0271.The modeled gravity was interpolated from observed gravity values.
 EZ0271
 EZ0271;                    North         East     Units Scale Factor Converg.
 EZ0271;SPC NC       -   143,443.477   670,944.848   MT  0.99987931   +0 23 17.1
 EZ0271;SPC NC       -   470,614.14  2,201,258.22   sFT  0.99987931   +0 23 17.1
 EZ0271;UTM  17      - 3,880,880.375   743,769.047   MT  1.00033242   +1 32 06.6
 EZ0271
 EZ0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0271!SPC NC       -   0.99999774  x   0.99987931  =   0.99987705
 EZ0271!UTM  17      -   0.99999774  x   1.00033242  =   1.00033016
 EZ0271
 EZ0271|---------------------------------------------------------------------|
 EZ0271| PID    Reference Object                     Distance      Geod. Az  |
 EZ0271|                                                           dddmmss.s |
 EZ0271| EZ4575 NEW                                 377.696 METERS 21634     |
 EZ0271|---------------------------------------------------------------------|
 EZ0271
 EZ0271                          SUPERSEDED SURVEY CONTROL
 EZ0271
 EZ0271  NAD 83(1986)-  35 02 28.42534(N)    078 19 39.36555(W) AD(       ) 2
 EZ0271  NAD 27      -  35 02 27.82659(N)    078 19 40.37285(W) AD(       ) 2
 EZ0271  NGVD 29 (??/??/92)   49.223  (m)          161.49   (f) ADJ UNCH    2 2
 EZ0271
 EZ0271.Superseded values are not recommended for survey control.
 EZ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0271.See file dsdata.txt to determine how the superseded data were derived.
 EZ0271
 EZ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4376980880(NAD 83)
 EZ0271_MARKER: DE = TRAVERSE STATION DISK
 EZ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0271_STAMPING: AMAN 1973
 EZ0271_MARK LOGO: NCGS  
 EZ0271_PROJECTION: FLUSH
 EZ0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0271+STABILITY: SURFACE MOTION
 EZ0271
 EZ0271  HISTORY     - Date     Condition        Report By
 EZ0271  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0271  HISTORY     - 1973     GOOD             NCGS
 EZ0271  HISTORY     - 1983     MARK NOT FOUND   USGS
 EZ0271  HISTORY     - 19860922 SEE DESCRIPTION  NCGS
 EZ0271
 EZ0271                          STATION DESCRIPTION
 EZ0271
 EZ0271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0271'AMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0271'VICINITY OF CLINTON, NORTH CAROLINA.
 EZ0271'
 EZ0271'AMAN IS LOCATED APPROXIMATELY 2.75 MILES NORTH OF CLINTON.  STATION
 EZ0271'IS LOCATED AT INTERSECTION OF US 701 AND (NEW) US 701 BYPASS NORTH OF
 EZ0271'CLINTON, IN CONCRETE ISLAND ON (NEW) US 701 BYPASS NORTH BOUND
 EZ0271'LANE AT ENTRANCE TO US 701 BUSINESS, SW OF AMAN RESIDENCE.
 EZ0271'
 EZ0271'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AMAN
 EZ0271'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0271'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0271'
 EZ0271'MARK IS
 EZ0271'31.1 FEET W OF C/L OF US 701 BUSINESS.
 EZ0271'4.5 FEET W OF E END OF CONCRETE ISLAND.
 EZ0271'72.0 FEET WSW OF S END OF CONCRETE CULVERT OF WOODS (TO FIELD)
 EZ0271'ROAD.  114.4 FEET SW OF PP NO. 109 W/ALUMINUM REF. TAG.
 EZ0271'124.2 FEET NNW OF PP NO. 108 W/ALUMINUM REF. TAG.
 EZ0271
 EZ0271                          STATION RECOVERY (1973)
 EZ0271
 EZ0271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0271'2.8 MI N FROM CLINTON.
 EZ0271'AMAN IS LOCATED AT INTERSECTION OF U.S. 701 AND (NEW) U.S. 701
 EZ0271'BYPASS NORTH OF CLINTON, IN CONCRETE ISLAND ON (NEW) U.S. 701
 EZ0271'BYPASS NORTH BOUND LANE AT ENTRANCE TO U.S. 701 BUSINESS,
 EZ0271'SOUTHWEST OF AMAN RESIDENCE, 31.1 FT W OF C/L OF U.S. 701 BUSINESS,
 EZ0271'4.5 FT W OF E END OF CONCRETE ISLAND, 72.0 FT WSW OF S END OF
 EZ0271'CONCRETE CULVERT OF WOODS (TO FIELD) ROAD, 114.4 FT SW OF PP 109
 EZ0271'WITH ALUMINUM REF. TAG, AND 124.2 FT NNW OF PP 108 WITH ALUMINUM
 EZ0271'REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH GROUND.
 EZ0271
 EZ0271                          STATION RECOVERY (1983)
 EZ0271
 EZ0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EZ0271'MARK NOT FOUND.
 EZ0271
 EZ0271                          STATION RECOVERY (1986)
 EZ0271
 EZ0271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0271'MARK WAS NOT FOUND--MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2185 ***********************************************************************
 EB2185  DESIGNATION -  AMBASSADOR
 EB2185  PID         -  EB2185
 EB2185  STATE/COUNTY-  NC/COLUMBUS
 EB2185  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 EB2185
 EB2185                         *CURRENT SURVEY CONTROL
 EB2185  ___________________________________________________________________
 EB2185* NAD 83(2001)-  34 18 51.16936(N)    078 30 47.38991(W)     ADJUSTED  
 EB2185* NAVD 88     -        16.7    (meters)      55.     (feet)  VERTCON   
 EB2185  ___________________________________________________________________
 EB2185  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EB2185  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EB2185  HORZ ORDER  -  SECOND
 EB2185
 EB2185.The horizontal coordinates were established by classical geodetic methods
 EB2185.and adjusted by the National Geodetic Survey in August 2005.
 EB2185
 EB2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2185
 EB2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2185
 EB2185.The geoid height was determined by GEOID03.
 EB2185
 EB2185;                    North         East     Units Scale Factor Converg.
 EB2185;SPC NC       -    62,700.458   654,411.254   MT  1.00000535   +0 16 51.6
 EB2185;SPC NC       -   205,709.75  2,147,014.26   sFT  1.00000535   +0 16 51.6
 EB2185;UTM  17      - 3,799,796.821   728,831.282   MT  1.00024550   +1 24 09.1
 EB2185
 EB2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2185!SPC NC       -   1.00000289  x   1.00000535  =   1.00000824
 EB2185!UTM  17      -   1.00000289  x   1.00024550  =   1.00024840
 EB2185
 EB2185:                Primary Azimuth Mark                     Grid Az
 EB2185:SPC NC       -  GRAY                                     111 03 06.8
 EB2185:UTM  17      -  GRAY                                     109 55 49.3
 EB2185
 EB2185|---------------------------------------------------------------------|
 EB2185| PID    Reference Object                     Distance      Geod. Az  |
 EB2185|                                                           dddmmss.s |
 EB2185| EB2193 GRAY                                APPROX. 0.7 KM 1111958.4 |
 EB2185| EB2198 MCRAE                               199.136 METERS 27953     |
 EB2185|---------------------------------------------------------------------|
 EB2185
 EB2185                          SUPERSEDED SURVEY CONTROL
 EB2185
 EB2185  NAD 83(1986)-  34 18 51.17334(N)    078 30 47.40006(W) AD(       ) 2
 EB2185  NAD 27      -  34 18 50.57408(N)    078 30 48.35589(W) AD(       ) 2
 EB2185  NGVD 29 (07/19/86)   17.0    (m)           56.     (f) VERT ANG    3  
 EB2185
 EB2185.Superseded values are not recommended for survey control.
 EB2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2185.See file dsdata.txt to determine how the superseded data were derived.
 EB2185
 EB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2883199797(NAD 83)
 EB2185_MARKER: DE = TRAVERSE STATION DISK
 EB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2185_STAMPING: AMBASSADOR 1971
 EB2185_MARK LOGO: NCGS  
 EB2185_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2185+STABILITY: SURFACE MOTION
 EB2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2185+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 EB2185
 EB2185  HISTORY     - Date     Condition        Report By
 EB2185  HISTORY     - 1971     MONUMENTED       NCGS
 EB2185  HISTORY     - 1985     GOOD             USPSQD
 EB2185  HISTORY     - 20031008 GOOD             NCGS
 EB2185
 EB2185                          STATION DESCRIPTION
 EB2185
 EB2185'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2185'AMBASSADOR IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 EB2185'ESTABLISHED IN THE VICINITY OF LAKE WACCAMAW, NORTH CAROLINA.
 EB2185'
 EB2185'AMBASSADOR IS LOCATED IN LAKE WACCAMAW.  TO REACH STATION
 EB2185'PROCEED FROM THE DEPOT IN LAKE WACCAMAW.  GO SOUTH ALONG NC 214
 EB2185'(BROADWAY) FOR 0.35 MILE TO INTERSECTION WITH LAKE SHORE
 EB2185'DRIVE.  TURN LEFT AND PROCEED EAST ALONG LAKE SHORE DRIVE FOR
 EB2185'0.7 MILE TO STATION ON LEFT (NORTH) SIDE OF STREET, NEAR
 EB2185'ENTRANCE TO AMBASSADOR CHRISTIAN CAMP SITE.
 EB2185'
 EB2185'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2185'AMBASSADOR 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2185'OF WHICH IS 2 INCHES BELOW THE GROUND.
 EB2185'
 EB2185'MARK IS
 EB2185'
 EB2185'17.5 FT NNE OF C/L OF NC 214
 EB2185'
 EB2185'53.8 FT NNW OF C/L OF DRIVE TO AMBASSADOR CHRISTIAN CAMP
 EB2185'
 EB2185'22.8 FT ESE OF ALUMINUM REF. TAG ON 30 INCH GUM TREE
 EB2185'
 EB2185'23.0 FT SW OF ALUMINUM REF. TAG ON 30 INCH GUM TREE
 EB2185
 EB2185                          STATION RECOVERY (1985)
 EB2185
 EB2185'RECOVERY NOTE BY US POWER SQUADRON 1985 (LLM)
 EB2185'RECOVERED IN GOOD CONDITION.
 EB2185
 EB2185                          STATION RECOVERY (2003)
 EB2185
 EB2185'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EB2185'RECOVERED AS DESCRIBED WITH CORRECTIONS. GO SOUTH ALONG FLEMINGTON
 EB2185'ROAD FOR 0.35 MI (0.56 KM) TO INTERSECTION WITH LAKE SHORE DRIVE.
 EB2185'STATION IS ABOUT LEVEL WITH LAKE SHORE DRIVE, A SPIKE WAS SET THIS
 EB2185'DATE FOR MAGNETIC REFERENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6156 ***********************************************************************
 AJ6156  DESIGNATION -  AMBER
 AJ6156  PID         -  AJ6156
 AJ6156  STATE/COUNTY-  NC/CLEVELAND
 AJ6156  USGS QUAD   -  BOILING SPRINGS SOUTH (1971)
 AJ6156
 AJ6156                         *CURRENT SURVEY CONTROL
 AJ6156  ___________________________________________________________________
 AJ6156* NAD 83(2007)-  35 14 13.03005(N)    081 44 45.27180(W)     ADJUSTED  
 AJ6156* NAVD 88     -       277.1    (meters)     909.     (feet)  GPS OBS   
 AJ6156  ___________________________________________________________________
 AJ6156  EPOCH DATE  -        2002.00
 AJ6156  X           -     748,754.956 (meters)                     COMP
 AJ6156  Y           -  -5,161,477.720 (meters)                     COMP
 AJ6156  Z           -   3,659,511.216 (meters)                     COMP
 AJ6156  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AJ6156  ELLIP HEIGHT-         245.285 (meters)          (02/10/07) ADJUSTED
 AJ6156  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AJ6156
 AJ6156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6156  Type    PID    Designation                      North   East  Ellip
 AJ6156  -------------------------------------------------------------------
 AJ6156  NETWORK AJ6156 AMBER                             0.41   0.39   0.98
 AJ6156  -------------------------------------------------------------------
 AJ6156
 AJ6156.The horizontal coordinates were established by GPS observations
 AJ6156.and adjusted by the National Geodetic Survey in February 2007.
 AJ6156
 AJ6156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6156.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6156.The epoch date for horizontal control is a decimal equivalence
 AJ6156.of Year/Month/Day.
 AJ6156
 AJ6156.The orthometric height was determined by GPS observations and a
 AJ6156.high-resolution geoid model.
 AJ6156
 AJ6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6156
 AJ6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6156
 AJ6156.The ellipsoidal height was determined by GPS observations
 AJ6156.and is referenced to NAD 83.
 AJ6156
 AJ6156.The geoid height was determined by GEOID03.
 AJ6156
 AJ6156;                    North         East     Units Scale Factor Converg.
 AJ6156;SPC NC       -   168,403.760   359,720.694   MT  0.99987263   -1 35 05.5
 AJ6156;SPC NC       -   552,504.67  1,180,183.64   sFT  0.99987263   -1 35 05.5
 AJ6156;UTM  17      - 3,899,575.640   432,130.737   MT  0.99965677   -0 25 49.4
 AJ6156
 AJ6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6156!SPC NC       -   0.99996150  x   0.99987263  =   0.99983414
 AJ6156!UTM  17      -   0.99996150  x   0.99965677  =   0.99961828
 AJ6156
 AJ6156                          SUPERSEDED SURVEY CONTROL
 AJ6156
 AJ6156  NAD 83(2001)-  35 14 13.03015(N)    081 44 45.27192(W) AD(       ) 1
 AJ6156  ELLIP H (03/13/03)  245.292  (m)                       GP(       ) 4 2
 AJ6156  NAD 83(1986)-  35 14 13.04345(N)    081 44 45.27417(W) AD(       ) 1
 AJ6156
 AJ6156.Superseded values are not recommended for survey control.
 AJ6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6156.See file dsdata.txt to determine how the superseded data were derived.
 AJ6156
 AJ6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU3213199576(NAD 83)
 AJ6156_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6156_STAMPING: AMBER 1996
 AJ6156_MARK LOGO: NCGS  
 AJ6156_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6156+STABILITY: SURFACE MOTION
 AJ6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6156+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ6156
 AJ6156  HISTORY     - Date     Condition        Report By
 AJ6156  HISTORY     - 1996     MONUMENTED       NCGS
 AJ6156
 AJ6156                          STATION DESCRIPTION
 AJ6156
 AJ6156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AJ6156'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST-SOUTHWEST OF BOILING
 AJ6156'SPRINGS AND 5.1 MI (8.2 KM) SOUTHWEST OF MOORESBORO.
 AJ6156'ALONG SR 1003 FOR 4.95 MI (7.97 KM) SOUTHWEST FROM NC HIGHWAY 150, IN
 AJ6156'BOILING SPRINGS, TO THE OVERHEAD POWER LINES AND STATION ON NORTH SIDE
 AJ6156'OF ROAD.
 AJ6156'MARK IS ABOUT LEVEL WITH SR 1003 AND RECESSED 1 INCH BELOW THE GROUND.
 AJ6156'LOCATED 24.5 FT (7.5 M) NORTH OF THE CENTERLINE OF SR 1003, 10.7 FT
 AJ6156'(3.3 M) NORTH-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 47.1 FT
 AJ6156'(14.4 M) WEST-NORTHWEST OF THE NORTH END OF AN 18-INCH RCP CULVERT
 AJ6156'UNDER SR 1003, 12.0 FT (3.7 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AJ6156'CENTER OF THE POWER LINES AND 91.5 FT (27.9 M) SOUTH-SOUTHWEST OF THE
 AJ6156'WESTERNMOST POLE OF THE POWER POLES, WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3911 ***********************************************************************
 EA3911  DESIGNATION -  AMBER GPS
 EA3911  PID         -  EA3911
 EA3911  STATE/COUNTY-  NC/ONSLOW
 EA3911  USGS QUAD   -  STELLA (1994)
 EA3911
 EA3911                         *CURRENT SURVEY CONTROL
 EA3911  ___________________________________________________________________
 EA3911* NAD 83(1986)-  34 50 41.88967(N)    077 14 32.08831(W)     ADJUSTED  
 EA3911* NAVD 88     -        13.3    (meters)      44.     (feet)  VERTCON   
 EA3911  ___________________________________________________________________
 EA3911  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EA3911  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EA3911  HORZ ORDER  -  SECOND
 EA3911
 EA3911.The horizontal coordinates were established by GPS observations
 EA3911.and adjusted by the National Geodetic Survey in August 1992.
 EA3911
 EA3911.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3911
 EA3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3911
 EA3911.The geoid height was determined by GEOID03.
 EA3911
 EA3911;                    North         East     Units Scale Factor Converg.
 EA3911;SPC NC       -   122,888.695   770,340.497   MT  0.99989764   +1 00 52.3
 EA3911;SPC NC       -   403,177.33  2,527,358.78   sFT  0.99989764   +1 00 52.3
 EA3911;UTM  18      - 3,858,143.690   294,987.799   MT  1.00011805   -1 16 53.7
 EA3911
 EA3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3911!SPC NC       -   1.00000375  x   0.99989764  =   0.99990139
 EA3911!UTM  18      -   1.00000375  x   1.00011805  =   1.00012180
 EA3911
 EA3911                          SUPERSEDED SURVEY CONTROL
 EA3911
 EA3911  NGVD 29 (08/11/92)   13.6    (m)           45.     (f) GPS OBS     3  
 EA3911
 EA3911.Superseded values are not recommended for survey control.
 EA3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3911.See file dsdata.txt to determine how the superseded data were derived.
 EA3911
 EA3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9498858144(NAD 83)
 EA3911_MARKER: DD = SURVEY DISK
 EA3911_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EA3911+WITH SETTING: INFORMATION.
 EA3911_SP_SET: SURROUNDED BY CONCRETE
 EA3911_STAMPING: AMBER GPS 1991
 EA3911_MARK LOGO: NOS   
 EA3911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EA3911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3911+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EA3911
 EA3911  HISTORY     - Date     Condition        Report By
 EA3911  HISTORY     - 1991     MONUMENTED       NOS
 EA3911
 EA3911                          STATION DESCRIPTION
 EA3911
 EA3911'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 EA3911'STATION IS LOCATED ABOUT 2 MILES SOUTH SOUTHWEST OF BELGRADE, ABOUT
 EA3911'1.7 MI (2.74 KM) NORTHWEST OF MORTON FORK, AND ABOUT 0.3 MI (0.48 KM)
 EA3911'NORTH OF STARKYS CREEK.
 EA3911'TO REACH FROM THE BELGRADE FIRE DEPARTMENT ON
 EA3911'US HWY 17, GO SOUTHWEST ON US HWY 17 FOR 0.4 MI (0.64 KM) TO ROAD
 EA3911'LEFT.  TURN LEFT, AND GO SOUTH ON SR 1440 AND SR 1434
 EA3911'(BELGRADE-SWANSBORO ROAD) FOR 2.6 MI (4.18 KM) TO ROAD RIGHT. TURN
 EA3911'RIGHT AND GO WEST ON SR 1438 FOR 0.8 MI (1.29 KM) TO STATION ON RIGHT
 EA3911'AT  T  INTERSECTION.
 EA3911'STATION IS MARKED BY A STANDARD NOS ALUMINUM
 EA3911'DISK STAMPED  AMBER GPS 1991  ATTCHED TO A 42 INCH ALUMINUM ROD THAT
 EA3911'IS DRIVEN INTO THE GROUND AND SURROUNDED BY A ROUND CONCRETE MONUMENT.
 EA3911'IT IS 17.1 M (56.10 FT) NORTH OF CENTERLINE OF SR 1438, 16.7 M
 EA3911'(54.79 FT) EAST NORTHEAST OF CENTERLINE OF INTERSECTION OF SR 1437 AND
 EA3911'SR 1438, 11.71 M (38.42 FT) WEST OF UTILITY POLE M4242 WITH
 EA3911'TRANSFORMER, AND 7.8 M (25.59 FT) EAST OF CENTERLINE OF SR
 EA3911'1437.
 EA3911'DESCRIBED BY PBW
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4655 ***********************************************************************
 DG4655  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4655  DESIGNATION -  AMBIENT
 DG4655  PID         -  DG4655
 DG4655  STATE/COUNTY-  NC/BUNCOMBE
 DG4655  USGS QUAD   -  BLACK MOUNTAIN (1994)
 DG4655
 DG4655                         *CURRENT SURVEY CONTROL
 DG4655  ___________________________________________________________________
 DG4655* NAD 83(2007)-  35 30 07.86189(N)    082 22 00.40303(W)     ADJUSTED  
 DG4655* NAVD 88     -       703.11   (meters)    2306.8    (feet)  GPS OBS   
 DG4655  ___________________________________________________________________
 DG4655  EPOCH DATE  -        2002.00
 DG4655  X           -     690,564.725 (meters)                     COMP
 DG4655  Y           -  -5,152,749.853 (meters)                     COMP
 DG4655  Z           -   3,683,755.939 (meters)                     COMP
 DG4655  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DG4655  ELLIP HEIGHT-         672.776 (meters)          (02/10/07) ADJUSTED
 DG4655  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DG4655
 DG4655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4655  Type    PID    Designation                      North   East  Ellip
 DG4655  -------------------------------------------------------------------
 DG4655  NETWORK DG4655 AMBIENT                           0.43   0.33   0.71
 DG4655  -------------------------------------------------------------------
 DG4655
 DG4655.The horizontal coordinates were established by GPS observations
 DG4655.and adjusted by the National Geodetic Survey in February 2007.
 DG4655
 DG4655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4655.The horizontal coordinates are valid at the epoch date displayed above.
 DG4655.The epoch date for horizontal control is a decimal equivalence
 DG4655.of Year/Month/Day.
 DG4655
 DG4655.The orthometric height was determined by GPS observations and a
 DG4655.high-resolution geoid model.
 DG4655.The orthometric height was determined by GPS observations and a
 DG4655.high-resolution geoid model using precise GPS observation and
 DG4655.processing techniques.
 DG4655
 DG4655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4655
 DG4655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4655
 DG4655.The ellipsoidal height was determined by GPS observations
 DG4655.and is referenced to NAD 83.
 DG4655
 DG4655.The geoid height was determined by GEOID03.
 DG4655
 DG4655;                    North         East     Units Scale Factor Converg.
 DG4655;SPC NC       -   199,549.332   304,238.272   MT  0.99988211   -1 56 35.5
 DG4655;SPC NC       -   654,688.10    998,155.06   sFT  0.99988211   -1 56 35.5
 DG4655;UTM  17      - 3,929,594.366   376,042.105   MT  0.99978935   -0 47 37.8
 DG4655
 DG4655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4655!SPC NC       -   0.99989441  x   0.99988211  =   0.99977654
 DG4655!UTM  17      -   0.99989441  x   0.99978935  =   0.99968379
 DG4655
 DG4655                          SUPERSEDED SURVEY CONTROL
 DG4655
 DG4655  NAD 83(1986)-  35 30 07.86892(N)    082 22 00.40351(W) AD(       ) 1
 DG4655  NAD 83(2001)-  35 30 07.86163(N)    082 22 00.40314(W) AD(       ) 1
 DG4655  ELLIP H (03/08/04)  672.802  (m)                       GP(       ) 4 1
 DG4655
 DG4655.Superseded values are not recommended for survey control.
 DG4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4655.See file dsdata.txt to determine how the superseded data were derived.
 DG4655
 DG4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7604229594(NAD 83)
 DG4655_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4655_STAMPING: AMBIENT 2003
 DG4655_MARK LOGO: NGS   
 DG4655_PROJECTION: RECESSED 10 CENTIMETERS
 DG4655_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4655+STABILITY: SURFACE MOTION
 DG4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4655+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DG4655
 DG4655  HISTORY     - Date     Condition        Report By
 DG4655  HISTORY     - 20030715 MONUMENTED       MCKIM
 DG4655  HISTORY     - 20040815 GOOD             GEOMET
 DG4655
 DG4655                          STATION DESCRIPTION
 DG4655
 DG4655'DESCRIBED BY MCKIM AND CREED 2003 (JLS)
 DG4655'THE STATION IS ABOUT 11.6 KM (7.2 MILES) NORTHEAST OF HOOPERS CREEK
 DG4655'(AIR LINE), ABOUT 3.1 KM
 DG4655'(1.9 MILES) NORTHWEST OF GERTON, AND ABOUT 2.9 KM (1.8 MILES)
 DG4655'SOUTHEAST OF FAIRVIEW.
 DG4655'
 DG4655'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND US 74
 DG4655'ALTERNATE (CHARLOTTE
 DG4655'HIGHWAY) IN BAT CAVE, GO NORTHWEST ON US 74 ALTERNATE (CHARLOTTE
 DG4655'HIGHWAY) FOR 12.9 KM
 DG4655'(8.0 MILES) TO SR 2813 (SUGAR HOLLOW ROAD) ON RIGHT. TURN RIGHT AND GO
 DG4655'EAST ON SR 2813
 DG4655'(SUGAR HOLLOW ROAD) FOR 0.15 KM (0.1 MILES) TO PAVED ROAD, AMBIENCE
 DG4655'WAY, ON LEFT. TURN
 DG4655'LEFT AND GO NORTH ON AMBIENCE WAY FOR 80.5 METERS (265 FEET) TO
 DG4655'STATION ON RIGHT.
 DG4655'
 DG4655'STATION IS 39.72 METERS (130.3 FEET) SOUTHEAST (150 DEGREES MAGNETIC)
 DG4655'OF A WOODEN FENCE
 DG4655'POST WITH A NORTH CAROLINA GEODETIC SURVEY TAG, 26.24 METERS (86.1
 DG4655'FEET) NORTHWEST (350
 DG4655'DEGREES MAGNETIC) OF A TELEPHONE PEDESTAL, 21.40 METERS (70.2 FEET)
 DG4655'NORTHWEST (330
 DG4655'DEGREES MAGNETIC) OF THE NORTH END OF A CORRUGATED METAL STORM PIPE
 DG4655'UNDER A DIRT
 DG4655'ENTRANCE, AND 1.55 METERS (5.1 FEET) NORTHEAST (62 DEGREES MAGNETIC)
 DG4655'OF THE NORTH EDGE
 DG4655'OF PAVEMENT OF AMBIENCE WAY. MARK IS A NATIONAL GEODETIC SURVEY  DISK
 DG4655'SET IN CONCRETE.
 DG4655'MARK IS RECESSED 10 CENTIMETERS (4 INCHES).
 DG4655
 DG4655                          STATION RECOVERY (2004)
 DG4655
 DG4655'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 DG4655'RECOVERED AS DESCRIBED, EXCEPT GO NORTH ON AMBIENCE WAY FOR 0.22 KM
 DG4655'(0.15 MILE) TO THE  STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5908 ***********************************************************************
 AE5908  DESIGNATION -  AMBO
 AE5908  PID         -  AE5908
 AE5908  STATE/COUNTY-  NC/BEAUFORT
 AE5908  USGS QUAD   -  AURORA (1993)
 AE5908
 AE5908                         *CURRENT SURVEY CONTROL
 AE5908  ___________________________________________________________________
 AE5908* NAD 83(2001)-  35 18 52.09265(N)    076 51 51.17079(W)     ADJUSTED  
 AE5908* NAVD 88     -        13.338  (meters)      43.76   (feet)  ADJUSTED  
 AE5908  ___________________________________________________________________
 AE5908  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AE5908  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 AE5908  DYNAMIC HT  -          13.326 (meters)      43.72  (feet)  COMP
 AE5908  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 AE5908
 AE5908  HORZ ORDER  -  SECOND
 AE5908  VERT ORDER  -  SECOND    CLASS II
 AE5908
 AE5908.The horizontal coordinates were established by classical geodetic methods
 AE5908.and adjusted by the National Geodetic Survey in August 2005.
 AE5908
 AE5908.The orthometric height was determined by differential leveling
 AE5908.and adjusted in June 1998.
 AE5908
 AE5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5908
 AE5908.The geoid height was determined by GEOID03.
 AE5908
 AE5908.The dynamic height is computed by dividing the NAVD 88
 AE5908.geopotential number by the normal gravity value computed on the
 AE5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5908.degrees latitude (g = 980.6199 gals.).
 AE5908
 AE5908.The modeled gravity was interpolated from observed gravity values.
 AE5908
 AE5908;                    North         East     Units Scale Factor Converg.
 AE5908;SPC NC       -   175,635.690   803,784.727   MT  0.99987319   +1 13 57.8
 AE5908;SPC NC       -   576,231.43  2,637,083.73   sFT  0.99987319   +1 13 57.8
 AE5908;UTM  18      - 3,909,511.561   330,530.759   MT  0.99995394   -1 04 40.4
 AE5908
 AE5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5908!SPC NC       -   1.00000374  x   0.99987319  =   0.99987693
 AE5908!UTM  18      -   1.00000374  x   0.99995394  =   0.99995768
 AE5908
 AE5908                          SUPERSEDED SURVEY CONTROL
 AE5908
 AE5908  NAD 83(1986)-  35 18 52.10418(N)    076 51 51.17968(W) AD(       ) 2
 AE5908  NGVD 29 (04/29/98)   13.66   (m)           44.8    (f) LEVELING    3  
 AE5908
 AE5908.Superseded values are not recommended for survey control.
 AE5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5908.See file dsdata.txt to determine how the superseded data were derived.
 AE5908
 AE5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3053109512(NAD 83)
 AE5908_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5908_STAMPING: AMBO 1983
 AE5908_MARK LOGO: NCGS  
 AE5908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE5908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5908+STABILITY: SURFACE MOTION
 AE5908
 AE5908  HISTORY     - Date     Condition        Report By
 AE5908  HISTORY     - 1983     MONUMENTED       NCGS
 AE5908
 AE5908                          STATION DESCRIPTION
 AE5908
 AE5908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5908'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF EDWARD. ALONG
 AE5908'NC 33 FOR 2.1 KM (1.30 MI) SOUTH FROM THE EDWARDS POST OFFICE, OR 0.1
 AE5908'KM (0.05 MI) SOUTH OF SR 1947. MARK IS RECESSED 2 INCHES BELOW GROUND.
 AE5908'LOCATED 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF NC 33, 13.9 M
 AE5908'(45.6 FT) NORTHEAST OF THE NORTH END OF A DRIVEWAY CULVERT, 15.3 M
 AE5908'(50.2 FT) EAST OF THE SOUTH END OF A DRIVEWAY CULVERT--AND 12.8 M
 AE5908'(42.0 FT) SOUTH OF A POWER POLE, 21.0 M (68.9 FT) NORTH-NORTHEAST OF
 AE5908'AN 8-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5580 ***********************************************************************
 AH5580  DESIGNATION -  AMBOY
 AH5580  PID         -  AH5580
 AH5580  STATE/COUNTY-  NC/BUNCOMBE
 AH5580  USGS QUAD   -  ASHEVILLE (1991)
 AH5580
 AH5580                         *CURRENT SURVEY CONTROL
 AH5580  ___________________________________________________________________
 AH5580* NAD 83(2001)-  35 34 03.11942(N)    082 35 08.60639(W)     ADJUSTED  
 AH5580* NAVD 88     -       625.995  (meters)    2053.79   (feet)  ADJUSTED  
 AH5580  ___________________________________________________________________
 AH5580  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AH5580  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AH5580  DYNAMIC HT  -         625.360 (meters)    2051.70  (feet)  COMP
 AH5580  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 AH5580
 AH5580  HORZ ORDER  -  SECOND
 AH5580  VERT ORDER  -  SECOND    CLASS II
 AH5580
 AH5580.The horizontal coordinates were established by classical geodetic methods
 AH5580.and adjusted by the National Geodetic Survey in August 2005.
 AH5580
 AH5580.The orthometric height was determined by differential leveling
 AH5580.and adjusted in November 2000.
 AH5580
 AH5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5580
 AH5580.The geoid height was determined by GEOID03.
 AH5580
 AH5580.The dynamic height is computed by dividing the NAVD 88
 AH5580.geopotential number by the normal gravity value computed on the
 AH5580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5580.degrees latitude (g = 980.6199 gals.).
 AH5580
 AH5580.The modeled gravity was interpolated from observed gravity values.
 AH5580
 AH5580;                    North         East     Units Scale Factor Converg.
 AH5580;SPC NC       -   207,489.684   284,650.360   MT  0.99988773   -2 04 10.5
 AH5580;SPC NC       -   680,739.07    933,890.39   sFT  0.99988773   -2 04 10.5
 AH5580;UTM  17      - 3,937,140.113   356,300.264   MT  0.99985447   -0 55 21.0
 AH5580
 AH5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5580!SPC NC       -   0.99990642  x   0.99988773  =   0.99979416
 AH5580!UTM  17      -   0.99990642  x   0.99985447  =   0.99976091
 AH5580
 AH5580                          SUPERSEDED SURVEY CONTROL
 AH5580
 AH5580  NAD 83(1986)-  35 34 03.12665(N)    082 35 08.60649(W) AD(       ) 2
 AH5580  NGVD 29 (11/25/98)  625.9    (m)         2053.     (f) VERT ANG    3  
 AH5580
 AH5580.Superseded values are not recommended for survey control.
 AH5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5580.See file dsdata.txt to determine how the superseded data were derived.
 AH5580
 AH5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5630037140(NAD 83)
 AH5580_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5580_STAMPING: AMBOY 1985
 AH5580_MARK LOGO: NCGS  
 AH5580_PROJECTION: FLUSH
 AH5580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5580+STABILITY: SURFACE MOTION
 AH5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5580+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1998
 AH5580
 AH5580  HISTORY     - Date     Condition        Report By
 AH5580  HISTORY     - 1985     MONUMENTED       NCGS
 AH5580  HISTORY     - 19981215 GOOD             NCGS
 AH5580
 AH5580                          STATION DESCRIPTION
 AH5580
 AH5580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5580'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHWEST OF ASHEVILLE, IN
 AH5580'WEST ASHEVILLE AT THE SOUTHEAST CORNER OF THE AMBOY ROAD ENTRANCE RAMP
 AH5580'BRIDGE TO I-240. STATION IS A STANDARD NCGS DISK STAMPED---AMBOY
 AH5580'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AH5580'DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 4.72 M (15.49 FT)
 AH5580'SOUTH-SOUTHWEST FROM THE CENTERLINE OF ENTRANCE RAMP, 1.04 M (3.41 FT)
 AH5580'SOUTH-SOUTHWEST FROM THE GUARD RAIL, 3.44 M (11.29 FT) EAST-SOUTHEAST
 AH5580'FROM THE SOUTHEAST CORNER OF BRIDGE, AND 34.9 M (114.5 FT) WEST FROM A
 AH5580'METAL LIGHT POLE (F-213).  MARK IS 1 FOOT HIGHER THAN ENTRANCE RAMP.
 AH5580
 AH5580                          STATION RECOVERY (1998)
 AH5580
 AH5580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1582 ***********************************************************************
 EY1582  DESIGNATION -  AMBROSE
 EY1582  PID         -  EY1582
 EY1582  STATE/COUNTY-  NC/WASHINGTON
 EY1582  USGS QUAD   -  NEW LAKE NW (1985)
 EY1582
 EY1582                         *CURRENT SURVEY CONTROL
 EY1582  ___________________________________________________________________
 EY1582* NAD 83(2001)-  35 44 37.44027(N)    076 24 37.18360(W)     ADJUSTED  
 EY1582* NAVD 88     -         4.070  (meters)      13.35   (feet)  ADJUSTED  
 EY1582  ___________________________________________________________________
 EY1582  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EY1582  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 EY1582  DYNAMIC HT  -           4.067 (meters)      13.34  (feet)  COMP
 EY1582  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 EY1582
 EY1582  HORZ ORDER  -  SECOND
 EY1582  VERT ORDER  -  SECOND    CLASS II
 EY1582
 EY1582.The horizontal coordinates were established by classical geodetic methods
 EY1582.and adjusted by the National Geodetic Survey in August 2005.
 EY1582
 EY1582.The orthometric height was determined by differential leveling
 EY1582.and adjusted in June 1991.
 EY1582
 EY1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1582
 EY1582.The geoid height was determined by GEOID03.
 EY1582
 EY1582.The dynamic height is computed by dividing the NAVD 88
 EY1582.geopotential number by the normal gravity value computed on the
 EY1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1582.degrees latitude (g = 980.6199 gals.).
 EY1582
 EY1582.The modeled gravity was interpolated from observed gravity values.
 EY1582
 EY1582;                    North         East     Units Scale Factor Converg.
 EY1582;SPC NC       -   224,223.142   843,800.819   MT  0.99990936   +1 29 40.9
 EY1582;SPC NC       -   735,638.76  2,768,369.85   sFT  0.99990936   +1 29 40.9
 EY1582;UTM  18      - 3,956,442.293   372,476.329   MT  0.99980039   -0 49 26.3
 EY1582
 EY1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1582!SPC NC       -   1.00000525  x   0.99990936  =   0.99991461
 EY1582!UTM  18      -   1.00000525  x   0.99980039  =   0.99980564
 EY1582
 EY1582|---------------------------------------------------------------------|
 EY1582| PID    Reference Object                     Distance      Geod. Az  |
 EY1582|                                                           dddmmss.s |
 EY1582| EY1583 MISSY                               371.037 METERS 03529     |
 EY1582|---------------------------------------------------------------------|
 EY1582
 EY1582                          SUPERSEDED SURVEY CONTROL
 EY1582
 EY1582  NAD 83(1986)-  35 44 37.45486(N)    076 24 37.19439(W) AD(       ) 2
 EY1582  NAD 27      -  35 44 36.85902(N)    076 24 38.44386(W) AD(       ) 2
 EY1582  NGVD 29 (07/19/86)    4.42   (m)           14.5    (f) LEVELING    3  
 EY1582
 EY1582.Superseded values are not recommended for survey control.
 EY1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1582.See file dsdata.txt to determine how the superseded data were derived.
 EY1582
 EY1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7247656442(NAD 83)
 EY1582_MARKER: DE = TRAVERSE STATION DISK
 EY1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1582_STAMPING: AMBROSE 1976
 EY1582_MARK LOGO: NCGS  
 EY1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1582+STABILITY: SURFACE MOTION
 EY1582
 EY1582  HISTORY     - Date     Condition        Report By
 EY1582  HISTORY     - 1976     MONUMENTED       NCGS
 EY1582  HISTORY     - 1976     GOOD             NCGS
 EY1582
 EY1582                          STATION DESCRIPTION
 EY1582
 EY1582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1582'AMBROSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1582'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1582'
 EY1582'AMBROSE IS LOCATED APPROXIMATELY 8.6 MILES SOUTH OF CRESWELL
 EY1582'AND 14.8 MILES SOUTHEAST OF ROPER.  TO REACH STATION FROM U.S. POST
 EY1582'OFFICE IN CRESWELL, PROCEED SOUTHEASTERLY ALONG SR 1142 FOR 2.0
 EY1582'MILES TO T INTERSECTION WITH SR 1160 (SW), THENCE SOUTHWEST ALONG
 EY1582'SR 1160 FOR 4.0 MILES TO INTERSECTION WITH SR 1165 CROSSROADS,
 EY1582'THENCE SOUTHEAST ALONG SR 1165 (SR 1165 BECOMES SR 1119 AT THE
 EY1582'WASHINGTON-TYRRELL COUNTY LINE) FOR 1.5 MILES TO T INTERSECTION
 EY1582'WITH BEE TREE CANAL ROAD, THENCE SOUTHWEST ALONG BEE TREE CANAL
 EY1582'ROAD FOR 1.25 MILES TO A SHARP CURVE (W), CONTINUE WESTERLY ALONG
 EY1582'BEE TREE CANAL ROAD FOR 0.35 MILE TO INTERSECTION WITH DIRT ROAD
 EY1582'LEADING SOUTH ALONG THE EAST SHORELINE OF LAKE PHELPS, PROCEED
 EY1582'SOUTH ALONG THIS ROAD FOR 2.3 MILES TO STATION IN CENTER OF ROAD.
 EY1582'
 EY1582'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1582'AMBROSE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1582'OF WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1582'
 EY1582'MARK IS 12.2 FT NW OF WOODEN WITNESS POST WITH SIGN
 EY1582'
 EY1582'21.6 FT SSE OF 6 IN TWIN TRUNK POPLAR WITH ALUMINUM REF. TAG
 EY1582'
 EY1582'67.7 FT WSW OF 8 IN SWEETGUM WITH ALUMINUM REF. TAG
 EY1582'
 EY1582'54.3 FT ENE OF 8 IN MAPLE WITH ALUMINUM REF. TAG.
 EY1582
 EY1582                          STATION RECOVERY (1976)
 EY1582
 EY1582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1582'8.6 MI S FROM CRESWELL.
 EY1582'TO REACH STATION FROM THE US POST OFFICE IN CRESWELL, PROCEED
 EY1582'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1582'1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1582'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR 1165
 EY1582'(SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY LINE) FOR
 EY1582'1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL ROAD, THENCE SOUTHWEST
 EY1582'ALONG BEE TREE CANAL ROAD FOR 1.25 MILES TO A SHARP CURVE (W),
 EY1582'CONTINUE WESTERLY ALONG BEE TREE CANAL ROAD FOR 0.35 MILE TO
 EY1582'INTERSECTION WITH DIRT ROAD LEADING SOUTH ALONG THE EAST SHORELINE OF
 EY1582'LAKE PHELPS, PROCEED SOUTH ALONG THIS ROAD FOR 2.3 MILES TO STATION IN
 EY1582'CENTER OF ROAD.  12.2 FT. NW OF WOODEN WITNESS POST WITH SIGN, 21.6
 EY1582'FT. SSE OF 6 IN. TWIN TRUNK POPLAR WITH ALUMINUM REF. TAG, 67.7 FT.
 EY1582'WSW OF 8 IN. SWEETGUM WITH ALUMINUM REF. TAG AND 54.3 FT. ENE OF 8 IN.
 EY1582'MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE
 EY1582'CYLINDER 12 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3139 ***********************************************************************
 FY3139  DESIGNATION -  AMBROSE
 FY3139  PID         -  FY3139
 FY3139  STATE/COUNTY-  NC/PERSON
 FY3139  USGS QUAD   -  HURDLE MILLS (1968)
 FY3139
 FY3139                         *CURRENT SURVEY CONTROL
 FY3139  ___________________________________________________________________
 FY3139* NAD 83(2001)-  36 21 35.32998(N)    079 02 06.41999(W)     ADJUSTED  
 FY3139* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 FY3139  ___________________________________________________________________
 FY3139  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 FY3139  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FY3139  HORZ ORDER  -  SECOND
 FY3139
 FY3139.The horizontal coordinates were established by classical geodetic methods
 FY3139.and adjusted by the National Geodetic Survey in August 2005.
 FY3139
 FY3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3139
 FY3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3139
 FY3139.The geoid height was determined by GEOID03.
 FY3139
 FY3139;                    North         East     Units Scale Factor Converg.
 FY3139;SPC NC       -   289,527.276   606,449.230   MT  1.00005964   -0 01 13.0
 FY3139;SPC NC       -   949,890.74  1,989,658.85   sFT  1.00005964   -0 01 13.0
 FY3139;UTM  17      - 4,025,650.797   676,292.675   MT  0.99998293   +1 09 54.7
 FY3139
 FY3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3139!SPC NC       -   0.99997215  x   1.00005964  =   1.00003179
 FY3139!UTM  17      -   0.99997215  x   0.99998293  =   0.99995508
 FY3139
 FY3139:                Primary Azimuth Mark                     Grid Az
 FY3139:SPC NC       -  HAZEL                                    227 01 05.5
 FY3139:UTM  17      -  HAZEL                                    225 49 57.8
 FY3139
 FY3139|---------------------------------------------------------------------|
 FY3139| PID    Reference Object                     Distance      Geod. Az  |
 FY3139|                                                           dddmmss.s |
 FY3139| FY3140 HAZEL                               APPROX. 1.3 KM 2265952.5 |
 FY3139|---------------------------------------------------------------------|
 FY3139
 FY3139                          SUPERSEDED SURVEY CONTROL
 FY3139
 FY3139  NAD 83(1993)-  36 21 35.33069(N)    079 02 06.42201(W) AD(       ) 2
 FY3139  NAD 83(1986)-  36 21 35.33395(N)    079 02 06.42819(W) AD(       ) 2
 FY3139  NAD 27      -  36 21 34.82211(N)    079 02 07.38140(W) AD(       ) 2
 FY3139  NGVD 29 (07/19/86)  208.6    (m)          684.     (f) VERT ANG    3  
 FY3139
 FY3139.Superseded values are not recommended for survey control.
 FY3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3139.See file dsdata.txt to determine how the superseded data were derived.
 FY3139
 FY3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7629325651(NAD 83)
 FY3139_MARKER: DE = TRAVERSE STATION DISK
 FY3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3139_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3139+STABILITY: SURFACE MOTION
 FY3139
 FY3139  HISTORY     - Date     Condition        Report By
 FY3139  HISTORY     - 1976     MONUMENTED       NCGS
 FY3139
 FY3139                          STATION DESCRIPTION
 FY3139
 FY3139'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY3139'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTHWEST OF ROXBORO.
 FY3139'
 FY3139'TO REACH THE STATION FROM THE INTERSECTION OF NC 49 WITH US 158 AT THE
 FY3139'SOUTHWEST EDGE OF ROXBORO, PROCEED SOUTHWEST ALONG NC 49 FOR 2.9
 FY3139'MILES TO STATION ON THE RIGHT IN SHOULDER, DIRECTLY IN FRONT OF A
 FY3139'SMALL BRICK HOUSE, 0.1 MILE NORTHEAST OF A PIPELINE CROSSOVER HIGHWAY
 FY3139'AND 0.20 MILE SOUTHWEST OF SR 1158 (NORTH).
 FY3139'
 FY3139'STATION MARK IS A STANDARD DISK STAMPED---AMBROSE 1976---SET IN THE
 FY3139'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 FY3139'SURFACE.  THE MARK IS 22.2 FEET NORTHWEST OF THE CENTERLINE OF NC 49,
 FY3139'21.4 FEET SOUTHWEST OF THE TOP OF SOUTHWEST END OF CONCRETE CULVERT,
 FY3139'88.6 FEET SOUTH-SOUTHEAST OF EAST CORNER OF BRICK HOUSE, 65.4 FEET
 FY3139'SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND 76.9 FEET NORTHWEST OF
 FY3139'TELEPHONE POLE TB 95 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3776 ***********************************************************************
 DI3776  DESIGNATION -  AMBUSH
 DI3776  PID         -  DI3776
 DI3776  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3776  USGS QUAD   -  TABLE ROCK (1978)
 DI3776
 DI3776                         *CURRENT SURVEY CONTROL
 DI3776  ___________________________________________________________________
 DI3776* NAD 83(2007)-  35 06 50.29005(N)    082 41 41.56540(W)     ADJUSTED  
 DI3776* NAVD 88     -       974.5    (meters)    3197.     (feet)  GPS OBS   
 DI3776  ___________________________________________________________________
 DI3776  EPOCH DATE  -        2002.00
 DI3776  X           -     664,240.547 (meters)                     COMP
 DI3776  Y           -  -5,181,534.282 (meters)                     COMP
 DI3776  Z           -   3,648,760.058 (meters)                     COMP
 DI3776  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 DI3776  ELLIP HEIGHT-         944.092 (meters)          (07/11/08) ADJUSTED
 DI3776  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DI3776  HORZ ORDER  -  FIRST
 DI3776  ELLP ORDER  -  FOURTH    CLASS II
 DI3776
 DI3776.The horizontal coordinates were established by GPS observations
 DI3776.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3776
 DI3776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3776.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3776.The horizontal coordinates are valid at the epoch date displayed above.
 DI3776.The epoch date for horizontal control is a decimal equivalence
 DI3776.of Year/Month/Day.
 DI3776
 DI3776.The orthometric height was determined by GPS observations and a
 DI3776.high-resolution geoid model.
 DI3776
 DI3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3776
 DI3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3776
 DI3776.The ellipsoidal height was determined by GPS observations
 DI3776.and is referenced to NAD 83.
 DI3776
 DI3776.The geoid height was determined by GEOID03.
 DI3776
 DI3776;                    North         East     Units Scale Factor Converg.
 DI3776;SPC NC       -   157,572.042   272,890.504   MT  0.99987547   -2 07 57.3
 DI3776;SPC NC       -   516,967.61    895,308.26   sFT  0.99987547   -2 07 57.3
 DI3776;UTM  17      - 3,886,996.222   345,546.526   MT  0.99989401   -0 58 30.3
 DI3776
 DI3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3776!SPC NC       -   0.99985183  x   0.99987547  =   0.99972732
 DI3776!UTM  17      -   0.99985183  x   0.99989401  =   0.99974586
 DI3776
 DI3776|---------------------------------------------------------------------|
 DI3776| PID    Reference Object                     Distance      Geod. Az  |
 DI3776|                                                           dddmmss.s |
 DI3776| DI3758 BRYANT                              208.592 METERS 24729     |
 DI3776|---------------------------------------------------------------------|
 DI3776
 DI3776                          SUPERSEDED SURVEY CONTROL
 DI3776
 DI3776  NAD 83(1986)-  35 06 50.29638(N)    082 41 41.56287(W) AD(       ) 1
 DI3776  NAD 83(2001)-  35 06 50.28979(N)    082 41 41.56568(W) AD(       ) 1
 DI3776  ELLIP H (02/05/05)  944.112  (m)                       GP(       ) 4 2
 DI3776
 DI3776.Superseded values are not recommended for survey control.
 DI3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3776.See file dsdata.txt to determine how the superseded data were derived.
 DI3776
 DI3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4554786996(NAD 83)
 DI3776_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3776_SETTING: 66 = SET IN ROCK OUTCROP
 DI3776_STAMPING: AMBUSH 2001
 DI3776_MARK LOGO: NCGS  
 DI3776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3776+STABILITY: POSITION/ELEVATION WELL
 DI3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3776+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3776
 DI3776  HISTORY     - Date     Condition        Report By
 DI3776  HISTORY     - 2001     MONUMENTED       NCGS
 DI3776
 DI3776                          STATION DESCRIPTION
 DI3776
 DI3776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3776'STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF BREVARD
 DI3776'AND 3.6 MI (5.8 KM) SOUTHWEST OF CEDAR MOUNTAIN NEAR THE NORTH
 DI3776'CAROLINA/SOUTH CAROLINA STATE LINE. FOR ACCESS CONTACT OWNER--STEVE
 DI3776'BRYANTS LAW OFFICE IN TEXAS. PROCEED ALONG US 276 FOR 5.2 MI (8.4 KM)
 DI3776'NORTHWEST FROM THE NC/SC STATE LINE, THENCE SOUTH FOR 1.4 MI (2.3 KM)
 DI3776'ALONG SR 1107-EAST FORK ROAD, THENCE SOUTHEAST FOR 1.1 MI (1.8 KM)
 DI3776'ALONG SR 1102-HAPPY ACRES ROAD TO THE END OF STATE MAINTENANCE,
 DI3776'CONTINUE SOUTHEAST FOR 0.6 MI (1.0 KM) ALONG THE DIRT ROAD TO A FORK,
 DI3776'TAKE THE RIGHT FORK AND GO SOUTH FOR 0.4 MI (0.6 KM) ALONG THE DIRT
 DI3776'ROAD TO A --T-- INTERSECTION WITH A SIGN FOR THE WATSON COOPER
 DI3776'HERITAGE PRESERVE, THENCE WEST FOR 0.1 MI (0.2 KM) ALONG A DIRT ROAD
 DI3776'TO A LOCKED GATE. PASS THROUGH THE GATE AND CONTINUE WEST TURNING
 DI3776'SOUTHWEST FOR 0.5 MI (0.8 KM) TO THE BRYANT CABIN AND POND, CONTINUE
 DI3776'SOUTHWEST FOR 0.15 MI (0.24 KM) TO A FORK, TAKE THE LEFT FORK AND GO
 DI3776'SOUTH 0.05 MI (0.08 KM) TO AN OPEN FIELD, IN AN EXPOSED ROCK OUTCROP
 DI3776'ALONG THE NORTH EDGE OF THE FIELD. MARK PROJECTS ABOUT 3-INCHES ABOVE
 DI3776'GROUND. LOCATED 70.0 FT (21.3 M) EAST-NORTHEAST OF THE CENTERLINE OF
 DI3776'THE END OF THE WOODS ROAD AT THE START OF THE OPEN FIELD--AND 19.0 FT
 DI3776'(5.8 M) WEST-SOUTHWEST OF A 6-INCH WHITE OAK, 97.5 FT (29.7 M)
 DI3776'NORTHEAST OF A 18-INCH MAPLE, 117.5 FT (35.8 M) NORTHWEST OF A 10-INCH
 DI3776'MAPLE--ALL THREE WITH REFERENCE WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1992 ***********************************************************************
 EB1992  DESIGNATION -  AMCO
 EB1992  PID         -  EB1992
 EB1992  STATE/COUNTY-  NC/PENDER
 EB1992  USGS QUAD   -  COSTIN (1984)
 EB1992
 EB1992                         *CURRENT SURVEY CONTROL
 EB1992  ___________________________________________________________________
 EB1992* NAD 83(2001)-  34 34 29.76017(N)    078 05 58.18857(W)     ADJUSTED  
 EB1992* NAVD 88     -        17.1    (meters)      56.     (feet)  VERTCON   
 EB1992  ___________________________________________________________________
 EB1992  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EB1992  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EB1992  HORZ ORDER  -  SECOND
 EB1992
 EB1992.The horizontal coordinates were established by classical geodetic methods
 EB1992.and adjusted by the National Geodetic Survey in August 2005.
 EB1992
 EB1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1992
 EB1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1992
 EB1992.The geoid height was determined by GEOID03.
 EB1992
 EB1992;                    North         East     Units Scale Factor Converg.
 EB1992;SPC NC       -    91,886.261   692,223.408   MT  0.99994185   +0 31 11.1
 EB1992;SPC NC       -   301,463.51  2,271,069.63   sFT  0.99994185   +0 31 11.1
 EB1992;UTM  17      - 3,829,730.315   766,077.899   MT  1.00047272   +1 38 49.0
 EB1992
 EB1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1992!SPC NC       -   1.00000296  x   0.99994185  =   0.99994481
 EB1992!UTM  17      -   1.00000296  x   1.00047272  =   1.00047568
 EB1992
 EB1992|---------------------------------------------------------------------|
 EB1992| PID    Reference Object                     Distance      Geod. Az  |
 EB1992|                                                           dddmmss.s |
 EB1992| EB1997 COSTIN                              357.028 METERS 33645     |
 EB1992|---------------------------------------------------------------------|
 EB1992
 EB1992                          SUPERSEDED SURVEY CONTROL
 EB1992
 EB1992  NAD 83(1986)-  34 34 29.76967(N)    078 05 58.20531(W) AD(       ) 2
 EB1992  NAD 27      -  34 34 29.16182(N)    078 05 59.22991(W) AD(       ) 2
 EB1992  NGVD 29 (07/19/86)   17.4    (m)           57.     (f) VERT ANG    3  
 EB1992
 EB1992.Superseded values are not recommended for survey control.
 EB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1992.See file dsdata.txt to determine how the superseded data were derived.
 EB1992
 EB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6607829730(NAD 83)
 EB1992_MARKER: DE = TRAVERSE STATION DISK
 EB1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1992_STAMPING: AMCO 1973
 EB1992_MARK LOGO: NCGS  
 EB1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1992+STABILITY: SURFACE MOTION
 EB1992
 EB1992  HISTORY     - Date     Condition        Report By
 EB1992  HISTORY     - 1973     MONUMENTED       NCGS
 EB1992
 EB1992                          STATION DESCRIPTION
 EB1992
 EB1992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1992'AMCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1992'VICINITY OF ATKINSON, NORTH CAROLINA.
 EB1992'
 EB1992'AMCO IS LOCATED APPROXIMATELY 5.1 MILE NE OF ATKINSON, AND 6.5 MILES
 EB1992'SSW OF PENDERLEA.  TO REACH STATION FROM THE INTERSECTION OF US 421
 EB1992'WITH NC 53 (WARDS CORNER) WEST OF BURGAW, GO NORTH ON US 421 FOR
 EB1992'3.3 MILES TO STATION ON THE RIGHT, 0.35 MILES SOUTH OF INTERSECTION
 EB1992'WITH SR 1128, AND IN THE SE CORNER OF GRASSY ISLAND IN FRONT OF A
 EB1992'WHITE HOUSE BESIDE A STORE.
 EB1992'
 EB1992'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AMCO
 EB1992'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB1992'FLUSH WITH THE GROUND.
 EB1992'
 EB1992'MARK IS
 EB1992'
 EB1992'45.1 FEET ENE OF C/L OF 421.
 EB1992'52.0 FEET NW OF THE NORTH END OF GAS ISLAND.
 EB1992'7.7 FEET WNW OF PP NO. 11169 W/ALUMINUM REF. TAG.
 EB1992'68.4 FEET SW OF THE SW CORNER OF WHITE HOUSE.
 EB1992'2.8 FEET WNW OF THE SE CORNER OF CURVE.
 EB1992'64.1 FEET SSE OF THE SOUTH END OF 18 INCH CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3909 ***********************************************************************
 EZ3909  DESIGNATION -  AMCO
 EZ3909  PID         -  EZ3909
 EZ3909  STATE/COUNTY-  NC/RANDOLPH
 EZ3909  USGS QUAD   -  ASHEBORO (1994)
 EZ3909
 EZ3909                         *CURRENT SURVEY CONTROL
 EZ3909  ___________________________________________________________________
 EZ3909* NAD 83(2001)-  35 41 21.69762(N)    079 48 23.81524(W)     ADJUSTED  
 EZ3909* NAVD 88     -       270.6    (meters)     888.     (feet)  VERTCON   
 EZ3909  ___________________________________________________________________
 EZ3909  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EZ3909  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EZ3909  HORZ ORDER  -  SECOND
 EZ3909
 EZ3909.The horizontal coordinates were established by classical geodetic methods
 EZ3909.and adjusted by the National Geodetic Survey in August 2005.
 EZ3909
 EZ3909.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3909
 EZ3909.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3909
 EZ3909.The geoid height was determined by GEOID03.
 EZ3909
 EZ3909;                    North         East     Units Scale Factor Converg.
 EZ3909;SPC NC       -   215,432.456   536,597.640   MT  0.99990168   -0 27 56.0
 EZ3909;SPC NC       -   706,797.98  1,760,487.42   sFT  0.99990168   -0 27 56.0
 EZ3909;UTM  17      - 3,950,150.973   607,979.665   MT  0.99974368   +0 41 46.6
 EZ3909
 EZ3909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3909!SPC NC       -   0.99996229  x   0.99990168  =   0.99986397
 EZ3909!UTM  17      -   0.99996229  x   0.99974368  =   0.99970598
 EZ3909
 EZ3909                          SUPERSEDED SURVEY CONTROL
 EZ3909
 EZ3909  NAD 83(1986)-  35 41 21.70197(N)    079 48 23.82208(W) AD(       ) 2
 EZ3909  NAD 27      -  35 41 21.20904(N)    079 48 24.70252(W) AD(       ) 2
 EZ3909  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG    3  
 EZ3909
 EZ3909.Superseded values are not recommended for survey control.
 EZ3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3909.See file dsdata.txt to determine how the superseded data were derived.
 EZ3909
 EZ3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0798050151(NAD 83)
 EZ3909_MARKER: DE = TRAVERSE STATION DISK
 EZ3909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3909_STAMPING: AMCO 1971
 EZ3909_MARK LOGO: NCGS  
 EZ3909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3909+STABILITY: SURFACE MOTION
 EZ3909
 EZ3909  HISTORY     - Date     Condition        Report By
 EZ3909  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3909  HISTORY     - 1973     MARK NOT FOUND   NCDOT
 EZ3909
 EZ3909                          STATION DESCRIPTION
 EZ3909
 EZ3909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3909'AMCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3909'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3909'
 EZ3909'AMCO IS LOCATED APPROXIMATELY 1.3 MILES SSE OF ASHEBORO.  TO
 EZ3909'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND
 EZ3909'U.S. 220 BUSINESS IN ASHEBORO.  GO EAST ON U.S. 64 FOR 0.55 MILE
 EZ3909'TO STATION ON RIGHT (SOUTH) SIDE OF U.S. 64.  1.25 MILES WEST
 EZ3909'OF INTERSECTION OF U.S. 64 AND NC 42.  AND ACROSS U.S. 64 FROM
 EZ3909'AN ASHEBORO MEAT CENTER BUILDING.
 EZ3909'
 EZ3909'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3909'AMCO 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3909'WHICH IS 3 INCHES ABOVE THE GROUND.
 EZ3909'
 EZ3909'MARK IS
 EZ3909'
 EZ3909'99.0 FT S OF C/L OF U.S. 64
 EZ3909'
 EZ3909'35.9 FT W OF ALUMINUM REF. TAG ON 15 INCH PINE TREE
 EZ3909'
 EZ3909'100.6 FT W OF ALUMINUM REF. TAG ON PP 431 W/TRANSFORMER
 EZ3909'
 EZ3909'8.7 FT NW OF NE CORNER OF A SHED
 EZ3909'
 EZ3909'11.8 FT NE OF NW CORNER OF A SHED
 EZ3909'
 EZ3909'72.7 FT W OF R/W MARKER
 EZ3909
 EZ3909                          STATION RECOVERY (1973)
 EZ3909
 EZ3909'RECOVERY NOTE BY 
NC DOT 1973
 EZ3909'DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3078 ***********************************************************************
 EY3078  DESIGNATION -  AMCO
 EY3078  PID         -  EY3078
 EY3078  STATE/COUNTY-  NC/NASH
 EY3078  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3078
 EY3078                         *CURRENT SURVEY CONTROL
 EY3078  ___________________________________________________________________
 EY3078* NAD 83(2001)-  35 53 32.94881(N)    077 49 21.97349(W)     ADJUSTED  
 EY3078* NAVD 88     -        41.2    (meters)     135.     (feet)  VERTCON   
 EY3078  ___________________________________________________________________
 EY3078  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EY3078  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY3078  HORZ ORDER  -  SECOND
 EY3078
 EY3078.The horizontal coordinates were established by classical geodetic methods
 EY3078.and adjusted by the National Geodetic Survey in August 2005.
 EY3078
 EY3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3078
 EY3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3078
 EY3078.The geoid height was determined by GEOID03.
 EY3078
 EY3078;                    North         East     Units Scale Factor Converg.
 EY3078;SPC NC       -   238,301.967   715,879.068   MT  0.99993500   +0 40 46.1
 EY3078;SPC NC       -   781,829.04  2,348,679.91   sFT  0.99993500   +0 40 46.1
 EY3078;UTM  18      - 3,975,704.951   245,213.050   MT  1.00039999   -1 39 20.8
 EY3078
 EY3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3078!SPC NC       -   0.99999902  x   0.99993500  =   0.99993402
 EY3078!UTM  18      -   0.99999902  x   1.00039999  =   1.00039901
 EY3078
 EY3078:                Primary Azimuth Mark                     Grid Az
 EY3078:SPC NC       -  WHEELER                                  341 25 39.5
 EY3078:UTM  18      -  WHEELER                                  343 45 46.4
 EY3078
 EY3078|---------------------------------------------------------------------|
 EY3078| PID    Reference Object                     Distance      Geod. Az  |
 EY3078|                                                           dddmmss.s |
 EY3078| EY3120 WHEELER                             APPROX. 1.2 KM 3420625.6 |
 EY3078|---------------------------------------------------------------------|
 EY3078
 EY3078                          SUPERSEDED SURVEY CONTROL
 EY3078
 EY3078  NAD 83(1986)-  35 53 32.95795(N)    077 49 21.98203(W) AD(       ) 2
 EY3078  NAD 27      -  35 53 32.39555(N)    077 49 23.05107(W) AD(       ) 2
 EY3078  NGVD 29 (07/19/86)   41.5    (m)          136.     (f) VERT ANG    3  
 EY3078
 EY3078.Superseded values are not recommended for survey control.
 EY3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3078.See file dsdata.txt to determine how the superseded data were derived.
 EY3078
 EY3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4521375705(NAD 83)
 EY3078_MARKER: DE = TRAVERSE STATION DISK
 EY3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3078_STAMPING: AMCO 1963
 EY3078_MARK LOGO: NCGS  
 EY3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3078+STABILITY: SURFACE MOTION
 EY3078
 EY3078  HISTORY     - Date     Condition        Report By
 EY3078  HISTORY     - 1963     MONUMENTED       NCGS
 EY3078  HISTORY     - 1975     MARK NOT FOUND   NGS
 EY3078  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EY3078  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EY3078  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 EY3078
 EY3078                          STATION DESCRIPTION
 EY3078
 EY3078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3078'AMCO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY3078'THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3078'
 EY3078'AMCO IS A 3.8 MILES SW OF THE CENTER OF ROCKY MOUNT, LOCATED
 EY3078'1.5 MILES S ALONG U.S. 301 BY-PASS FROM NC 97, 0.45 MILES N OF SR
 EY3078'1731 JUST N OF HUNTS MOTEL, APPROXIMATELY 80 FT W OF AMCO
 EY3078'SERVICE STATION AND 10 FT E OF E EDGE OF PAVEMENT ON THE N
 EY3078'BOUND LANE OF U.S. 301 BY-PASS.
 EY3078'
 EY3078'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY3078'AMCO 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3078'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3078'
 EY3078'MARK IS
 EY3078'
 EY3078'60.8 FT NW OF 3 LEAD NAILS OF PP 18-1/2
 EY3078'
 EY3078'46.6 FT N OF CULVERT IN DRIVE TO STATION
 EY3078'
 EY3078'22.3 FT E OF C/L OF N LANE OF U.S. 301 BYPASS
 EY3078'
 EY3078'99.2 FT SW OF 3 LEAD NAILS IN PP 18 ON E SIDE OF N. LANE
 EY3078
 EY3078                          STATION RECOVERY (1975)
 EY3078
 EY3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY3078'UNABLE TO LOCATE.
 EY3078'
 EY3078'BUSINESS MAN NEAR LOCATION STATES NCSHC HAS DUG DOWN 4 TO 5 INCHES
 EY3078'ALONG SHOULDER AND REBUILT SAME AT LEAST TWICE IN LAST FIVE YEARS.
 EY3078'
 EY3078'NEAREST TOWN--ROCKY MOUNT, 3.8 MILES SW OF.
 EY3078
 EY3078                          STATION RECOVERY (1983)
 EY3078
 EY3078'RECOVERY NOTE BY US POWER SQUADRON 1983 (GDH)
 EY3078'NOT RECOVERED.  COULD NOT LOCATE PP NO. 18 1/2.  PP NO. 18 DID
 EY3078'NOT HAVE NAILS IN IT AS DESCRIBED.  CHECKED PP NO.S 20, 19, 18,
 EY3078'17 1/2.  LOOKED FOR 1 HR 30 MIN DIGGING ALONG SIDE OF ROAD.
 EY3078
 EY3078                          STATION RECOVERY (1986)
 EY3078
 EY3078'RECOVERY NOTE BY US POWER SQUADRON 1986 (MTS)
 EY3078'MARK NOT FOUND.
 EY3078
 EY3078                          STATION RECOVERY (2004)
 EY3078
 EY3078'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY3078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2629 ***********************************************************************
 FZ2629  DESIGNATION -  AMELIA
 FZ2629  PID         -  FZ2629
 FZ2629  STATE/COUNTY-  NC/ALLEGHANY
 FZ2629  USGS QUAD   -  SPARTA WEST (1991)
 FZ2629
 FZ2629                         *CURRENT SURVEY CONTROL
 FZ2629  ___________________________________________________________________
 FZ2629* NAD 83(2001)-  36 32 35.19909(N)    081 12 10.72941(W)     ADJUSTED  
 FZ2629* NAVD 88     -       828.5    (meters)    2718.     (feet)  VERTCON   
 FZ2629  ___________________________________________________________________
 FZ2629  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FZ2629  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FZ2629  HORZ ORDER  -  SECOND
 FZ2629
 FZ2629.The horizontal coordinates were established by classical geodetic methods
 FZ2629.and adjusted by the National Geodetic Survey in August 2005.
 FZ2629
 FZ2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2629
 FZ2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2629
 FZ2629.The geoid height was determined by GEOID03.
 FZ2629
 FZ2629;                    North         East     Units Scale Factor Converg.
 FZ2629;SPC NC       -   312,057.525   412,334.420   MT  1.00012685   -1 16 17.4
 FZ2629;SPC NC       - 1,023,808.73  1,352,800.51   sFT  1.00012685   -1 16 17.4
 FZ2629;UTM  17      - 4,044,209.287   481,832.108   MT  0.99960407   -0 07 15.1
 FZ2629
 FZ2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2629!SPC NC       -   0.99987497  x   1.00012685  =   1.00000180
 FZ2629!UTM  17      -   0.99987497  x   0.99960407  =   0.99947909
 FZ2629
 FZ2629|---------------------------------------------------------------------|
 FZ2629| PID    Reference Object                     Distance      Geod. Az  |
 FZ2629|                                                           dddmmss.s |
 FZ2629| FZ2815 WATSON                              122.969 METERS 32722     |
 FZ2629|---------------------------------------------------------------------|
 FZ2629
 FZ2629                          SUPERSEDED SURVEY CONTROL
 FZ2629
 FZ2629  NAD 83(1995)-  36 32 35.19889(N)    081 12 10.73028(W) AD(       ) 2
 FZ2629  NAD 83(1993)-  36 32 35.19752(N)    081 12 10.73431(W) AD(       ) 2
 FZ2629  NAD 83(1986)-  36 32 35.20303(N)    081 12 10.73759(W) AD(       ) 2
 FZ2629  NGVD 29 (06/26/91)  828.6    (m)         2718.     (f) VERT ANG    3  
 FZ2629
 FZ2629.Superseded values are not recommended for survey control.
 FZ2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2629.See file dsdata.txt to determine how the superseded data were derived.
 FZ2629
 FZ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8183244209(NAD 83)
 FZ2629_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2629+STABILITY: SURFACE MOTION
 FZ2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2629+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 FZ2629
 FZ2629  HISTORY     - Date     Condition        Report By
 FZ2629  HISTORY     - 1985     MONUMENTED       NCGS
 FZ2629  HISTORY     - 20031125 GOOD             INDIV
 FZ2629
 FZ2629                          STATION DESCRIPTION
 FZ2629
 FZ2629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FZ2629'STATION IS LOCATED ABOUT 8.5 KM ( 5.3 MI) NORTHWEST OF SPARTA, ABOUT
 FZ2629'7.4 KM (4.6 MI) EAST OF PINEY CREEK.
 FZ2629'
 FZ2629'PROCEED ALONG NC 93 FOR 3.0 KM (1.85 MI) NORTHWEST FROM US 221, AT SR
 FZ2629'1342 AND AMELIA CHURCH IN PARKING LOT.
 FZ2629'
 FZ2629'STATION IS A STANDARD NCGS HORIZONTAL DISK STAMPED---AMELIA
 FZ2629'1985---, SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 FZ2629'5 CM BELOW GROUND SURFACE AND IS LEVEL WITH NC 93.  LOCATED 22.2
 FZ2629'METERS (72.8 FEET) EAST OF CENTERLINE OF NC 93, 31.5 METERS ( 103.5
 FZ2629'FEET) NORTHWEST OF CENTERLINE OF SR 1342, 1.1 METER ( 3.5 FEET)
 FZ2629'WEST-NORTHWEST OF CORNER POST OF FENCE WITH REFERENCE TAG AND 48.7
 FZ2629'METERS ( 159.8 FEET) SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF CHURCH.
 FZ2629'
 FZ2629'STATION IS NOT A BENCH MARK.
 FZ2629
 FZ2629                          STATION RECOVERY (2003)
 FZ2629
 FZ2629'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4787 ***********************************************************************
 AH4787  DESIGNATION -  AMELIA
 AH4787  PID         -  AH4787
 AH4787  STATE/COUNTY-  NC/JOHNSTON
 AH4787  USGS QUAD   -  CLAYTON (1993)
 AH4787
 AH4787                         *CURRENT SURVEY CONTROL
 AH4787  ___________________________________________________________________
 AH4787* NAD 83(2001)-  35 38 00.13231(N)    078 29 45.54244(W)     ADJUSTED  
 AH4787* NAVD 88     -       105.3    (meters)     345.     (feet)  VERT ANG  
 AH4787  ___________________________________________________________________
 AH4787  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 AH4787  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AH4787  HORZ ORDER  -  SECOND
 AH4787
 AH4787.The horizontal coordinates were established by classical geodetic methods
 AH4787.and adjusted by the National Geodetic Survey in August 2005.
 AH4787
 AH4787.The orthometric height was determined by vertical angle observations.
 AH4787
 AH4787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4787
 AH4787.The geoid height was determined by GEOID03.
 AH4787
 AH4787;                    North         East     Units Scale Factor Converg.
 AH4787;SPC NC       -   209,040.093   655,249.567   MT  0.99989471   +0 17 27.3
 AH4787;SPC NC       -   685,825.71  2,149,764.62   sFT  0.99989471   +0 17 27.3
 AH4787;UTM  17      - 3,946,172.771   726,744.347   MT  1.00023360   +1 27 34.0
 AH4787
 AH4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4787!SPC NC       -   0.99998876  x   0.99989471  =   0.99988347
 AH4787!UTM  17      -   0.99998876  x   1.00023360  =   1.00022236
 AH4787
 AH4787                          SUPERSEDED SURVEY CONTROL
 AH4787
 AH4787  NAD 83(1986)-  35 38 00.14030(N)    078 29 45.55614(W) AD(       ) 2
 AH4787
 AH4787.Superseded values are not recommended for survey control.
 AH4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4787.See file dsdata.txt to determine how the superseded data were derived.
 AH4787
 AH4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2674446173(NAD 83)
 AH4787_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4787_STAMPING: AMELIA 1985
 AH4787_MARK LOGO: NCGS  
 AH4787_PROJECTION: FLUSH
 AH4787_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4787+STABILITY: SURFACE MOTION
 AH4787
 AH4787  HISTORY     - Date     Condition        Report By
 AH4787  HISTORY     - 1985     MONUMENTED       NCGS
 AH4787  HISTORY     - 19911013 GOOD             NCGS
 AH4787  HISTORY     - 19970401 GOOD             NCGS
 AH4787  HISTORY     - 20050830 MARK NOT FOUND   GEOCAC
 AH4787
 AH4787                          STATION DESCRIPTION
 AH4787
 AH4787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4787'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF CLAYTON
 AH4787'AND 12.9 KM (8.00 MI) SOUTHEAST OF GARNER. ALONG NC 42 FOR 3.2 KM
 AH4787'(2.00 MI) SOUTHWEST FROM THE US 70 OVERPASS, AT SR 1552, IN THE
 AH4787'NORTHERN ASPHALT TRAFFIC ISLAND. STATION IS A STANDARD NCGS DISK
 AH4787'STAMPED---AMELIA 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 AH4787'MONUMENT 25 CM IN DIAMETER FLUSH WITH ASPHALT. LOCATED 15.6 M (51.2
 AH4787'FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT)
 AH4787'NORTH-NORTHWEST OF THE SOUTH END OF THE TRAFFIC ISLAND, 11.3 M (37.1
 AH4787'FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE TRAFFIC ISLAND, AND 18.9 M
 AH4787'(62.0 FT) EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.  MARK
 AH4787'IS 1 FOOT (0.3 M) ABOVE HIGHWAY.
 AH4787
 AH4787                          STATION RECOVERY (1991)
 AH4787
 AH4787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH4787'RECOVERED AS DESCRIBED.
 AH4787
 AH4787                          STATION RECOVERY (1997)
 AH4787
 AH4787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4787'RECOVERED AS DESCRIBED.
 AH4787
 AH4787                          STATION RECOVERY (2005)
 AH4787
 AH4787'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AH4787'TRAFFIC ISLAND HAS BEEN REMOVED TO CREATE A TURNING LANE.
 AH4787' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2100 ***********************************************************************
 FA2100  DESIGNATION -  AMERICAN
 FA2100  PID         -  FA2100
 FA2100  STATE/COUNTY-  NC/STANLY
 FA2100  USGS QUAD   -  RICHFIELD (1993)
 FA2100
 FA2100                         *CURRENT SURVEY CONTROL
 FA2100  ___________________________________________________________________
 FA2100* NAD 83(2001)-  35 22 51.42779(N)    080 18 14.85302(W)     ADJUSTED  
 FA2100* NAVD 88     -       200.5    (meters)     658.     (feet)  VERTCON   
 FA2100  ___________________________________________________________________
 FA2100  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FA2100  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA2100  HORZ ORDER  -  SECOND
 FA2100
 FA2100.The horizontal coordinates were established by classical geodetic methods
 FA2100.and adjusted by the National Geodetic Survey in August 2005.
 FA2100
 FA2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2100
 FA2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2100
 FA2100.The geoid height was determined by GEOID03.
 FA2100
 FA2100;                    North         East     Units Scale Factor Converg.
 FA2100;SPC NC       -   181,699.983   491,122.556   MT  0.99987512   -0 45 09.7
 FA2100;SPC NC       -   596,127.36  1,611,291.25   sFT  0.99987512   -0 45 09.7
 FA2100;UTM  17      - 3,915,512.783   563,204.483   MT  0.99964923   +0 24 10.6
 FA2100
 FA2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2100!SPC NC       -   0.99997328  x   0.99987512  =   0.99984841
 FA2100!UTM  17      -   0.99997328  x   0.99964923  =   0.99962252
 FA2100
 FA2100:                Primary Azimuth Mark                     Grid Az
 FA2100:SPC NC       -  SCHOOL                                   115 38 25.0
 FA2100:UTM  17      -  SCHOOL                                   114 29 04.7
 FA2100
 FA2100|---------------------------------------------------------------------|
 FA2100| PID    Reference Object                     Distance      Geod. Az  |
 FA2100|                                                           dddmmss.s |
 FA2100| FA2099 SCHOOL                              493.283 METERS 1145315.3 |
 FA2100|---------------------------------------------------------------------|
 FA2100
 FA2100                          SUPERSEDED SURVEY CONTROL
 FA2100
 FA2100  NAD 83(1986)-  35 22 51.43956(N)    080 18 14.86260(W) AD(       ) 2
 FA2100  NAD 27      -  35 22 50.92491(N)    080 18 15.64535(W) AD(       ) 2
 FA2100  NGVD 29 (07/19/86)  200.8    (m)          659.     (f) VERT ANG    3  
 FA2100
 FA2100.Superseded values are not recommended for survey control.
 FA2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2100.See file dsdata.txt to determine how the superseded data were derived.
 FA2100
 FA2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6320415513(NAD 83)
 FA2100_MARKER: DE = TRAVERSE STATION DISK
 FA2100_SETTING: 0 = UNSPECIFIED SETTING
 FA2100_STAMPING: AMERICAN 1974
 FA2100_MARK LOGO: NCGS  
 FA2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2100
 FA2100  HISTORY     - Date     Condition        Report By
 FA2100  HISTORY     - 1974     MONUMENTED       NCGS
 FA2100  HISTORY     - 19990305 GOOD             USPSQD
 FA2100
 FA2100                          STATION DESCRIPTION
 FA2100
 FA2100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2100'AMERICAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2100'THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA2100'
 FA2100'AMERICAN IS LOCATED APPROXIMATELY 6.5 MILES WEST OF ALBEMARLE, AND
 FA2100'IN MILLINGPORT COMMUNITY.  TO REACH STATION FROM THE
 FA2100'STANLY - CABARRUS COUNTY LINE CROSSING OF NC 73, PROCEED EASTERLY
 FA2100'ALONG NC 73 FOR 4.1 MILES TO THE INTERSECTION WITH SR 1134, AND
 FA2100'STATION IN THE NW QUADRANT IN THE CONCRETE AREA IN FRONT OF AN
 FA2100'AMERICAN SERVICE STATION.
 FA2100'
 FA2100'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2100'AMERICAN 1974, SET FLUSH IN DRILL HOLE IN CONCRETE.
 FA2100'
 FA2100'MARK IS 42.4 FT NNE OF C/L OF NC 73
 FA2100'
 FA2100'33.7 FT W OF CENTER OF NORTH END OF CONCRETE ISLAND IN CENTER OF
 FA2100'SR 1134
 FA2100'
 FA2100'12.6 FT S OF SE CORNER OF SERVICE STATION
 FA2100'
 FA2100'69.7 FT W OF BRACE POLE WITH ALUMINUM REF. TAG
 FA2100
 FA2100                          STATION RECOVERY (1999)
 FA2100
 FA2100'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2511 ***********************************************************************
 FA2511  DESIGNATION -  AMERICAN
 FA2511  PID         -  FA2511
 FA2511  STATE/COUNTY-  NC/MECKLENBURG
 FA2511  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2511
 FA2511                         *CURRENT SURVEY CONTROL
 FA2511  ___________________________________________________________________
 FA2511* NAD 83(2001)-  35 08 19.53014(N)    080 52 36.03598(W)     ADJUSTED  
 FA2511* NAVD 88     -       201.5    (meters)     661.     (feet)  VERTCON   
 FA2511  ___________________________________________________________________
 FA2511  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 FA2511  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA2511  HORZ ORDER  -  SECOND
 FA2511
 FA2511.The horizontal coordinates were established by classical geodetic methods
 FA2511.and adjusted by the National Geodetic Survey in August 2005.
 FA2511
 FA2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2511
 FA2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2511
 FA2511.The geoid height was determined by GEOID03.
 FA2511
 FA2511;                    North         East     Units Scale Factor Converg.
 FA2511;SPC NC       -   155,671.242   438,604.197   MT  0.99987453   -1 04 59.4
 FA2511;SPC NC       -   510,731.40  1,438,987.27   sFT  0.99987453   -1 04 59.4
 FA2511;UTM  17      - 3,888,437.976   511,234.431   MT  0.99960156   +0 04 15.5
 FA2511
 FA2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2511!SPC NC       -   0.99997314  x   0.99987453  =   0.99984767
 FA2511!UTM  17      -   0.99997314  x   0.99960156  =   0.99957471
 FA2511
 FA2511:                Primary Azimuth Mark                     Grid Az
 FA2511:SPC NC       -  TOWERS                                   169 27 51.1
 FA2511:UTM  17      -  TOWERS                                   168 18 36.2
 FA2511
 FA2511|---------------------------------------------------------------------|
 FA2511| PID    Reference Object                     Distance      Geod. Az  |
 FA2511|                                                           dddmmss.s |
 FA2511| FA2546 TOWERS                              APPROX. 0.6 KM 1682251.7 |
 FA2511|---------------------------------------------------------------------|
 FA2511
 FA2511                          SUPERSEDED SURVEY CONTROL
 FA2511
 FA2511  NAD 83(1986)-  35 08 19.54827(N)    080 52 36.04577(W) AD(       ) 2
 FA2511  NAD 27      -  35 08 19.02347(N)    080 52 36.78062(W) AD(       ) 2
 FA2511  NGVD 29 (07/19/86)  201.7    (m)          662.     (f) VERT ANG    3  
 FA2511
 FA2511.Superseded values are not recommended for survey control.
 FA2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2511.See file dsdata.txt to determine how the superseded data were derived.
 FA2511
 FA2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1123488438(NAD 83)
 FA2511_MARKER: DE = TRAVERSE STATION DISK
 FA2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2511_STAMPING: AMERICAN 1962
 FA2511_MARK LOGO: NCGS  
 FA2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2511+STABILITY: SURFACE MOTION
 FA2511
 FA2511  HISTORY     - Date     Condition        Report By
 FA2511  HISTORY     - 1962     MONUMENTED       NCGS
 FA2511  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2511  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2511  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 FA2511
 FA2511                          STATION DESCRIPTION
 FA2511
 FA2511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2511'AMERICAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON
 FA2511'LINE 1, CHARLOTTE, NORTH CAROLINA.  LINE 1 IS FROM
 FA2511'USC AND GS STATION PROVIDENCE TO N. C. STATION BANK (NEAR USC
 FA2511'AND GS CHARLOTTE).
 FA2511'
 FA2511'STATION IS 6.3 MILES SSW OF THE CENTER OF CHARLOTTE, ON
 FA2511'U.S. 21 AT INTERSECTION OF OLD PINEVILLE RD IN SW QUAD. ACROSS
 FA2511'HIGHWAY FROM AMERICAN GAS STATION.
 FA2511'
 FA2511'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2511'AMERICAN 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA2511'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2511'
 FA2511'MARK IS
 FA2511'
 FA2511'37.0 FT W OF C/L OF U.S. 21
 FA2511'
 FA2511'32.0 FT S OF C/L OF OLD PINEVILLE RD.
 FA2511'
 FA2511'6.90 FT SE OF 3 NAILS IN POWER POLE
 FA2511'
 FA2511'20.10 FT SSE OF 3 NAILS IN 4 INCH STOP SIGN POST
 FA2511'
 FA2511'60.20 FT S OF 3 NAILS IN 4 INCH STOP SIGN POST
 FA2511'
 FA2511'17.30 FT N OF N END OF CULVERT HEADWALL.
 FA2511'
 FA2511'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2511
 FA2511                          STATION RECOVERY (1971)
 FA2511
 FA2511'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2511'AMERICAN 1962 DESTROYED.
 FA2511'
 FA2511'U.S. WIDENED AND OLD PINEVILLE RD. ENTRANCE
 FA2511
 FA2511                          STATION RECOVERY (1988)
 FA2511
 FA2511'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2511'MARK NOT FOUND.
 FA2511
 FA2511                          STATION RECOVERY (1996)
 FA2511
 FA2511'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3759 ***********************************************************************
 EZ3759  DESIGNATION -  AMERICAN
 EZ3759  PID         -  EZ3759
 EZ3759  STATE/COUNTY-  NC/MONTGOMERY
 EZ3759  USGS QUAD   -  TROY (1994)
 EZ3759
 EZ3759                         *CURRENT SURVEY CONTROL
 EZ3759  ___________________________________________________________________
 EZ3759* NAD 83(2001)-  35 22 25.14757(N)    079 56 01.48413(W)     ADJUSTED  
 EZ3759* NAVD 88     -       187.2    (meters)     614.     (feet)  VERTCON   
 EZ3759  ___________________________________________________________________
 EZ3759  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EZ3759  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EZ3759  HORZ ORDER  -  SECOND
 EZ3759
 EZ3759.The horizontal coordinates were established by classical geodetic methods
 EZ3759.and adjusted by the National Geodetic Survey in August 2005.
 EZ3759
 EZ3759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3759
 EZ3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3759
 EZ3759.The geoid height was determined by GEOID03.
 EZ3759
 EZ3759;                    North         East     Units Scale Factor Converg.
 EZ3759;SPC NC       -   180,510.918   524,762.463   MT  0.99987485   -0 32 20.1
 EZ3759;SPC NC       -   592,226.24  1,721,658.18   sFT  0.99987485   -0 32 20.1
 EZ3759;UTM  17      - 3,915,002.698   596,854.972   MT  0.99971560   +0 37 02.3
 EZ3759
 EZ3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3759!SPC NC       -   0.99997541  x   0.99987485  =   0.99985026
 EZ3759!UTM  17      -   0.99997541  x   0.99971560  =   0.99969101
 EZ3759
 EZ3759                          SUPERSEDED SURVEY CONTROL
 EZ3759
 EZ3759  NAD 83(1986)-  35 22 25.15616(N)    079 56 01.49414(W) AD(       ) 2
 EZ3759  NAD 27      -  35 22 24.64934(N)    079 56 02.32218(W) AD(       ) 2
 EZ3759  NGVD 29 (07/19/86)  187.4    (m)          615.     (f) VERT ANG    3  
 EZ3759
 EZ3759.Superseded values are not recommended for survey control.
 EZ3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3759.See file dsdata.txt to determine how the superseded data were derived.
 EZ3759
 EZ3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9685515003(NAD 83)
 EZ3759_MARKER: DE = TRAVERSE STATION DISK
 EZ3759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3759_STAMPING: AMERICAN 1974
 EZ3759_MARK LOGO: NCGS  
 EZ3759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3759+STABILITY: SURFACE MOTION
 EZ3759
 EZ3759  HISTORY     - Date     Condition        Report By
 EZ3759  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3759
 EZ3759                          STATION DESCRIPTION
 EZ3759
 EZ3759'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3759'AMERICAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3759'IN THE VICINITY OF TROY, NORTH CAROLINA.
 EZ3759'
 EZ3759'AMERICAN IS LOCATED APPROXIMATELY 2.5 MILES WNW OF TROY, AND
 EZ3759'4.8 MILES SE OF UWHARRIE COMMUNITY.  TO REACH STATION FROM
 EZ3759'INTERSECTION OF NC 109 BYPASS WITH NC 24 - NC 27 IN TROY, PROCEED
 EZ3759'NORTH AND WESTERLY ALONG NC 109 BYPASS FOR 2.6 MILES TO STATION ON
 EZ3759'THE LEFT AT THE NORTH CORNER OF A YARD WITH A ONE STORY WHITE
 EZ3759'BLOCK STORE BUILDING.  AND 0.05 MILE NW OF THE INTERSECTION WITH
 EZ3759'SR 1319.
 EZ3759'
 EZ3759'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3759'AMERICAN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3759'WHICH IS FLUSH WITH THE GROUND.
 EZ3759'
 EZ3759'MARK IS 30.1 FT SW OF C/L OF NC 109
 EZ3759'
 EZ3759'58.8 FT NNW OF NORTH CORNER OF BLOCK BUILDING
 EZ3759'
 EZ3759'14.8 FT N OF NE METAL POST OF AMERICAN SIGN
 EZ3759'
 EZ3759'12.5 FT SE OF CORNER FENCE POST WITH ALUMINUM REF. TAG
 EZ3759'
 EZ3759'32.1 FT NE OF 10 IN GUM WITH ALUMINUM REF. TAG
 EZ3759'
 EZ3759'125.6 FT NW OF PP WITH LAMP AND ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1903 ***********************************************************************
 FA1903  DESIGNATION -  AMIDON
 FA1903  PID         -  FA1903
 FA1903  STATE/COUNTY-  NC/STANLY
 FA1903  USGS QUAD   -  MORROW MOUNTAIN (1994)
 FA1903
 FA1903                         *CURRENT SURVEY CONTROL
 FA1903  ___________________________________________________________________
 FA1903* NAD 83(2001)-  35 18 47.14911(N)    080 06 09.90845(W)     ADJUSTED  
 FA1903* NAVD 88     -       127.75   (+/-2cm)     419.1    (feet)  VERTCON   
 FA1903  ___________________________________________________________________
 FA1903  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 FA1903  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA1903  HORZ ORDER  -  SECOND
 FA1903  VERT ORDER  -  THIRD ? (See Below)
 FA1903
 FA1903.The horizontal coordinates were established by classical geodetic methods
 FA1903.and adjusted by the National Geodetic Survey in August 2005.
 FA1903
 FA1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1903.The vertical order pertains to the NGVD 29 superseded value.
 FA1903
 FA1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1903
 FA1903.The geoid height was determined by GEOID03.
 FA1903
 FA1903;                    North         East     Units Scale Factor Converg.
 FA1903;SPC NC       -   173,951.286   509,332.719   MT  0.99987316   -0 38 11.3
 FA1903;SPC NC       -   570,705.18  1,671,035.76   sFT  0.99987316   -0 38 11.3
 FA1903;UTM  17      - 3,908,134.406   581,563.353   MT  0.99968198   +0 31 07.2
 FA1903
 FA1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1903!SPC NC       -   0.99998472  x   0.99987316  =   0.99985788
 FA1903!UTM  17      -   0.99998472  x   0.99968198  =   0.99966671
 FA1903
 FA1903:                Primary Azimuth Mark                     Grid Az
 FA1903:SPC NC       -  SALVAGE                                  080 36 54.3
 FA1903:UTM  17      -  SALVAGE                                  079 27 35.8
 FA1903
 FA1903|---------------------------------------------------------------------|
 FA1903| PID    Reference Object                     Distance      Geod. Az  |
 FA1903|                                                           dddmmss.s |
 FA1903| FA1902 SALVAGE                             401.612 METERS 0795843.0 |
 FA1903| FA1891 JD TALBERT                          APPROX. 1.6 KM 2743203.8 |
 FA1903|---------------------------------------------------------------------|
 FA1903
 FA1903                          SUPERSEDED SURVEY CONTROL
 FA1903
 FA1903  NAD 83(1986)-  35 18 47.16006(N)    080 06 09.91949(W) AD(       ) 2
 FA1903  NAD 27      -  35 18 46.64778(N)    080 06 10.71722(W) AD(       ) 2
 FA1903  NGVD 29 (07/19/86)  128.01   (m)          420.0    (f) LEVELING    3  
 FA1903
 FA1903.Superseded values are not recommended for survey control.
 FA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1903.See file dsdata.txt to determine how the superseded data were derived.
 FA1903
 FA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8156308134(NAD 83)
 FA1903_MARKER: DE = TRAVERSE STATION DISK
 FA1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1903_STAMPING: AMIDON 1974
 FA1903_MARK LOGO: NCGS  
 FA1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1903+STABILITY: SURFACE MOTION
 FA1903
 FA1903  HISTORY     - Date     Condition        Report By
 FA1903  HISTORY     - 1974     MONUMENTED       NCGS
 FA1903  HISTORY     - 1987     GOOD             USPSQD
 FA1903
 FA1903                          STATION DESCRIPTION
 FA1903
 FA1903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1903'AMIDON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1903'THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1903'
 FA1903'AMIDON IS LOCATED APPROXIMATELY 6.0 MILES ESE OF ALBEMARLE, AND
 FA1903'6.1 MILES NORTH OF NORWOOD.  TO REACH STATION FROM THE CENTER OF
 FA1903'THE BRIDGE OVER THE PEE DEE RIVER (MONTGOMERY - STANLY COUNTY
 FA1903'LINE), PROCEED WESTERLY ALONG NC 24 - NC 27 FOR 1.45 MILES TO THE
 FA1903'INTERSECTION WITH SR 1740, TURN LEFT AND CONTINUE SOUTH
 FA1903'ALONG SR 1740 FOR 0.15 MILE TO STATION ON THE RIGHT, ACROSS SR
 FA1903'1740 FROM TWO ONE STORY WHITE FRAMED HOUSES (AMIDON AND POPLIN
 FA1903'RESIDENCE).
 FA1903'
 FA1903'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1903'AMIDON 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1903'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1903'
 FA1903'MARK IS 23.8 FT W OF C/L OF SR 1740
 FA1903'
 FA1903'53.5 FT N OF C/L OF DIRT LANE LEADING WEST TO A ONE STORY BRICK
 FA1903'HOUSE
 FA1903'
 FA1903'47.0 FT WSW OF WEST END OF CONCRETE CULVERT UNDER DRIVEWAY LEADING
 FA1903'EAST TO TWO ONE STORY WHITE FRAME HOUSES
 FA1903'
 FA1903'106.2 FT WSW OF SW CORNER OF A ONE STORY WHITE FRAME HOUSE (POPLIN
 FA1903'RESIDENCE)
 FA1903'
 FA1903'127.5 FT SSW OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA1903'
 FA1903'86.2 FT NNE OF PP WITH ALUMINUM REF. TAG
 FA1903'
 FA1903'3.7 FT SE OF 4TH CREOSOTE FENCE POST FROM SOUTHERNMOST CORNER POST
 FA1903
 FA1903                          STATION RECOVERY (1987)
 FA1903
 FA1903'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA1903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3154 ***********************************************************************
 FA3154  DESIGNATION -  AMILY
 FA3154  PID         -  FA3154
 FA3154  STATE/COUNTY-  NC/GASTON
 FA3154  USGS QUAD   -  BELMONT (1997)
 FA3154
 FA3154                         *CURRENT SURVEY CONTROL
 FA3154  ___________________________________________________________________
 FA3154* NAD 83(2001)-  35 13 14.34392(N)    081 02 08.60193(W)     ADJUSTED  
 FA3154* NAVD 88     -       220.7    (meters)     724.     (feet)  VERTCON   
 FA3154  ___________________________________________________________________
 FA3154  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 FA3154  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FA3154  HORZ ORDER  -  SECOND
 FA3154
 FA3154.The horizontal coordinates were established by classical geodetic methods
 FA3154.and adjusted by the National Geodetic Survey in August 2005.
 FA3154
 FA3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3154
 FA3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3154
 FA3154.The geoid height was determined by GEOID03.
 FA3154
 FA3154;                    North         East     Units Scale Factor Converg.
 FA3154;SPC NC       -   165,039.248   424,300.636   MT  0.99987274   -1 10 29.9
 FA3154;SPC NC       -   541,466.27  1,392,059.67   sFT  0.99987274   -1 10 29.9
 FA3154;UTM  17      - 3,897,513.462   496,749.014   MT  0.99960013   -0 01 14.2
 FA3154
 FA3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3154!SPC NC       -   0.99997020  x   0.99987274  =   0.99984294
 FA3154!UTM  17      -   0.99997020  x   0.99960013  =   0.99957034
 FA3154
 FA3154:                Primary Azimuth Mark                     Grid Az
 FA3154:SPC NC       -  FINCHUM                                  140 05 32.4
 FA3154:UTM  17      -  FINCHUM                                  138 56 16.7
 FA3154
 FA3154|---------------------------------------------------------------------|
 FA3154| PID    Reference Object                     Distance      Geod. Az  |
 FA3154|                                                           dddmmss.s |
 FA3154| FA3159 FINCHUM                             404.007 METERS 1385502.5 |
 FA3154|---------------------------------------------------------------------|
 FA3154
 FA3154                          SUPERSEDED SURVEY CONTROL
 FA3154
 FA3154  NAD 83(1986)-  35 13 14.36761(N)    081 02 08.60716(W) AD(       ) 2
 FA3154  NAD 27      -  35 13 13.86098(N)    081 02 09.34296(W) AD(       ) 2
 FA3154  NGVD 29 (07/19/86)  220.9    (m)          725.     (f) VERT ANG    3  
 FA3154
 FA3154.Superseded values are not recommended for survey control.
 FA3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3154.See file dsdata.txt to determine how the superseded data were derived.
 FA3154
 FA3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9674997513(NAD 83)
 FA3154_MARKER: DE = TRAVERSE STATION DISK
 FA3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3154_STAMPING: AMILY 1965
 FA3154_MARK LOGO: NCGS  
 FA3154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3154+STABILITY: SURFACE MOTION
 FA3154
 FA3154  HISTORY     - Date     Condition        Report By
 FA3154  HISTORY     - 1965     MONUMENTED       NCGS
 FA3154  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA3154  HISTORY     - 19960427 GOOD             USPSQD
 FA3154  HISTORY     - 19971220 MARK NOT FOUND   USPSQD
 FA3154  HISTORY     - 19991124 MARK NOT FOUND   USPSQD
 FA3154  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3154
 FA3154                          STATION DESCRIPTION
 FA3154
 FA3154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA3154'AMILY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3154'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3154'
 FA3154'AMILY IS A 9.1 MILES ESE OF GASTONIA AND 1.6 MILES S OF
 FA3154'BELMONT.  LOCATED 0.1 MILE S ALONG SR 2525 FROM SR 2533.  0.35 MILES
 FA3154'ALONG SR 2525 FROM SR 2574.  0.25 MILES S OF BELMONT HIGH
 FA3154'SCHOOL.  ON W SIDE OF SR 2525 AND ABOUT 600 FT S OF DRIVE TO AMILY
 FA3154'A SUBDIVISION.
 FA3154'
 FA3154'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3154'AMILY 1965, SET IN TE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3154'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3154'
 FA3154'MARK IS
 FA3154'
 FA3154'17.4 FT NW OF SR 2525
 FA3154'
 FA3154'86.3 FT S OF TP WITH ALUMINUM REF. TAG
 FA3154'
 FA3154'93.9 FT N OF N BRICK ENTRANCE GATE
 FA3154'
 FA3154'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3154
 FA3154                          STATION RECOVERY (1990)
 FA3154
 FA3154'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDJ)
 FA3154'MARK NOT FOUND.
 FA3154
 FA3154                          STATION RECOVERY (1996)
 FA3154
 FA3154'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA3154'RECOVERED IN GOOD CONDITION.
 FA3154
 FA3154                          STATION RECOVERY (1997)
 FA3154
 FA3154'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3154'MARK NOT FOUND.
 FA3154
 FA3154                          STATION RECOVERY (1999)
 FA3154
 FA3154'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3154'MARK NOT FOUND.
 FA3154
 FA3154                          STATION RECOVERY (2001)
 FA3154
 FA3154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3154'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3809 ***********************************************************************
 AI3809  DESIGNATION -  AMIS
 AI3809  PID         -  AI3809
 AI3809  STATE/COUNTY-  NC/GRANVILLE
 AI3809  USGS QUAD   -  SATTERWHITE (1981)
 AI3809
 AI3809                         *CURRENT SURVEY CONTROL
 AI3809  ___________________________________________________________________
 AI3809* NAD 83(2001)-  36 29 37.44373(N)    078 44 38.92134(W)     ADJUSTED  
 AI3809* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 AI3809  ___________________________________________________________________
 AI3809  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AI3809  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AI3809  HORZ ORDER  -  SECOND
 AI3809
 AI3809.The horizontal coordinates were established by classical geodetic methods
 AI3809.and adjusted by the National Geodetic Survey in August 2005.
 AI3809
 AI3809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3809
 AI3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3809
 AI3809.The geoid height was determined by GEOID03.
 AI3809
 AI3809;                    North         East     Units Scale Factor Converg.
 AI3809;SPC NC       -   304,418.246   632,527.858   MT  1.00010772   +0 08 51.6
 AI3809;SPC NC       -   998,745.53  2,075,218.48   sFT  1.00010772   +0 08 51.6
 AI3809;UTM  17      - 4,041,079.442   702,055.394   MT  1.00010303   +1 20 31.5
 AI3809
 AI3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3809!SPC NC       -   0.99998228  x   1.00010772  =   1.00009000
 AI3809!UTM  17      -   0.99998228  x   1.00010303  =   1.00008531
 AI3809
 AI3809                          SUPERSEDED SURVEY CONTROL
 AI3809
 AI3809  NAD 83(1986)-  36 29 37.44669(N)    078 44 38.92826(W) AD(       ) 2
 AI3809  NGVD 29 (03/10/00)  144.5    (m)          474.     (f) VERT ANG    3  
 AI3809
 AI3809.Superseded values are not recommended for survey control.
 AI3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3809.See file dsdata.txt to determine how the superseded data were derived.
 AI3809
 AI3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0205541079(NAD 83)
 AI3809_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3809_STAMPING: AMIS 1984
 AI3809_MARK LOGO: NCGS  
 AI3809_PROJECTION: RECESSED 55 CENTIMETERS
 AI3809_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3809+STABILITY: SURFACE MOTION
 AI3809
 AI3809  HISTORY     - Date     Condition        Report By
 AI3809  HISTORY     - 1984     MONUMENTED       NCGS
 AI3809
 AI3809                          STATION DESCRIPTION
 AI3809
 AI3809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3809'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHEAST OF VIRGILINA,
 AI3809'VA., AND 16.5 KM (10.3 MI) WEST-NORTHWEST OF STOVALL. ALONG NC 96, 6.0
 AI3809'KM (3.75 MILES) SOUTH OF THE INTERSECTION WITH NC 49 (SOUTHWEST OF
 AI3809'VIRGILINA), AND 0.2 KM (0.1 MILE) NORTH OF SR 1404, IN A CULTIVATED
 AI3809'FIELD ON THE PROLONGATION OF THE SOUTH SIDE OF A SMALL HOUSE, AND
 AI3809'ABOUT 65 METERS (213 FT) NORTHEAST OF A REPAIR SHOP ACROSS THE ROAD.
 AI3809'THE STATION IS A STANDARD NCGS DISK STAMPED---AMIS 1984---, SET INTO
 AI3809'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 55 CM
 AI3809'BELOW GROUND.  LOCATED 20.0 METERS (65.8 FT) EAST OF THE CENTERLINE OF
 AI3809'THE HIGHWAY, 32.2 METERS (105.5 FT) NORTHEAST OF THE NORTH END OF A
 AI3809'CULVERT UNDER A NORTH DIRT DRIVEWAY TO AN OLD SHOP, 39.4 METERS (129.0
 AI3809'FT) NORTH OF A HIGHWAY SIGN POST, 45.6 METERS (149.5 FT) EAST OF THE
 AI3809'SOUTHEAST CORNER OF A CONCRETE PORCH OF A RESIDENCE, AND 38.5 METERS
 AI3809'(126.2 FT) EAST-SOUTHEAST OF THE CENTER OF SIX TRUNK MIMOSA. REFERENCE
 AI3809'POINT NO. 1 IS A STANDARD USGS BENCH MARK DISK IN A CONCRETE HEADWALL,
 AI3809'STAMPED---2 MEA 1977---, LOCATED 117 METERS (384 FT) SOUTH OF THE
 AI3809'STATION, AND 28 METERS (90 FT) SOUTH OF THE INTERSECTION WITH SR 1404.
 AI3809'MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2717 ***********************************************************************
 FA2717  DESIGNATION -  AMITY
 FA2717  PID         -  FA2717
 FA2717  STATE/COUNTY-  NC/IREDELL
 FA2717  USGS QUAD   -  SHEPHERDS (1969)
 FA2717
 FA2717                         *CURRENT SURVEY CONTROL
 FA2717  ___________________________________________________________________
 FA2717* NAD 83(2001)-  35 40 56.51594(N)    080 51 40.52300(W)     ADJUSTED  
 FA2717* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 FA2717  ___________________________________________________________________
 FA2717  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FA2717  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FA2717  HORZ ORDER  -  SECOND
 FA2717
 FA2717.The horizontal coordinates were established by classical geodetic methods
 FA2717.and adjusted by the National Geodetic Survey in August 2005.
 FA2717
 FA2717.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2717
 FA2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2717
 FA2717.The geoid height was determined by GEOID03.
 FA2717
 FA2717;                    North         East     Units Scale Factor Converg.
 FA2717;SPC NC       -   215,939.152   441,139.696   MT  0.99990075   -1 04 27.3
 FA2717;SPC NC       -   708,460.37  1,447,305.82   sFT  0.99990075   -1 04 27.3
 FA2717;UTM  17      - 3,948,727.949   512,554.588   MT  0.99960194   +0 04 51.3
 FA2717
 FA2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2717!SPC NC       -   0.99996020  x   0.99990075  =   0.99986095
 FA2717!UTM  17      -   0.99996020  x   0.99960194  =   0.99956215
 FA2717
 FA2717:                Primary Azimuth Mark                     Grid Az
 FA2717:SPC NC       -  OSWALT                                   087 50 29.3
 FA2717:UTM  17      -  OSWALT                                   086 41 10.7
 FA2717
 FA2717|---------------------------------------------------------------------|
 FA2717| PID    Reference Object                     Distance      Geod. Az  |
 FA2717|                                                           dddmmss.s |
 FA2717| FA2721 OSWALT                              425.599 METERS 0864602.0 |
 FA2717| FA2719 HILL                                169.460 METERS 33752     |
 FA2717|---------------------------------------------------------------------|
 FA2717
 FA2717                          SUPERSEDED SURVEY CONTROL
 FA2717
 FA2717  NAD 83(1986)-  35 40 56.52779(N)    080 51 40.52914(W) AD(       ) 2
 FA2717  NAD 27      -  35 40 56.03913(N)    080 51 41.27677(W) AD(       ) 2
 FA2717  NGVD 29 (07/19/86)  285.5    (m)          937.     (f) VERT ANG    3  
 FA2717
 FA2717.Superseded values are not recommended for survey control.
 FA2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2717.See file dsdata.txt to determine how the superseded data were derived.
 FA2717
 FA2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1255548728(NAD 83)
 FA2717_MARKER: DH = HORIZONTAL CONTROL DISK
 FA2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2717_MARK LOGO: NCGS  
 FA2717_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2717+STABILITY: SURFACE MOTION
 FA2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2717+SATELLITE: SATELLITE OBSERVATIONS - 1986
 FA2717
 FA2717  HISTORY     - Date     Condition        Report By
 FA2717  HISTORY     - 1963     MONUMENTED       NCGS
 FA2717  HISTORY     - 1974     GOOD             NCGS
 FA2717  HISTORY     - 1986     GOOD             NGS
 FA2717  HISTORY     - 1986     GOOD             USPSQD
 FA2717  HISTORY     - 1986     GOOD             USPSQD
 FA2717  HISTORY     - 19911007 SEE DESCRIPTION  NCGS
 FA2717
 FA2717                          STATION DESCRIPTION
 FA2717
 FA2717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2717'AMITY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2717'ON A LINE RUNNING FROM C AND GS TRIANGULATION STATION EUFOLA
 FA2717'TO C AND GS TRIANGULATION STATION OSWALT, ALL IN THE VICINITY
 FA2717'OF STATESVILLE, NORTH CAROLINA.
 FA2717'
 FA2717'AMITY IS 7.1 MILES S OF THE CENTER OF STATESVILLE AND 2.3
 FA2717'MILES SE OF TROUTMAN, LOCATED AT THE INTERSECTION OF U.S. 21
 FA2717'AND SR 1001.  ON W SIDE OF U.S. 21 AND APPROXIMATELY 250 FT N
 FA2717'OF THE CAROLINA CAFE.
 FA2717'
 FA2717'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2717'AMITY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2717'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA2717'
 FA2717'MARK IS
 FA2717'
 FA2717'32.0 FT SW OF C/L OF U.S. 21
 FA2717'
 FA2717'40.5 FT NW OF 3 LEAD NAILS IN PP
 FA2717'
 FA2717'48.5 FT N OF 3 LEAD NAILS IN TP 1461
 FA2717'
 FA2717'69.3 FT SE OF 3 LEAD NAILS IN PP
 FA2717'
 FA2717'108.8 FT E OF 3 LEAD NAILS IN TP 1462
 FA2717'
 FA2717'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2717
 FA2717                          STATION RECOVERY (1974)
 FA2717
 FA2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2717'AMITY 1963 RECOVERED AS DESCRIBED.
 FA2717'
 FA2717'ADD--75.0 FT S OF INTERSECTION OF (PAINTED) CENTERLINES OF
 FA2717'U.S. 21 AND SR 1001.
 FA2717
 FA2717                          STATION RECOVERY (1986)
 FA2717
 FA2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA2717'THE STATION WAS RECOVERED AT THIS DATE,
 FA2717'IN GOOD CONDITION.
 FA2717'
 FA2717'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI)
 FA2717'SOUTH OF STATESVILLE,
 FA2717'3.7 KM (2.3 MI) SOUTHEAST OF TROUTMAN AND AT THE INTERSECTION OF
 FA2717'U.S. HIGHWAY 21 AND STATE HIGHWAY 1001.
 FA2717'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FA2717'
 FA2717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64,70,21
 FA2717'AND STATE HIGHWAY 115 IN STATESVILLE, GO SOUTH FOR
 FA2717'7.1 KM (4.4 MI) ON HIGHWAY 21 AND 115 TO THE BARIUM SPRINGS POST
 FA2717'OFFICE ON THE LEFT.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO A
 FA2717'TRAFFIC LIGHT IN TROUTMAN.
 FA2717'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 3.3 KM (2.05 MI) ON
 FA2717'HIGHWAY 21 AND 115 TO STATE ROUTE 1001 AND THE STATION ON THE
 FA2717'RIGHT, JUST SOUTH OF STATE ROUTE 1001.
 FA2717'
 FA2717'THE STATION IS A STANDARD NCGS DISK
 FA2717'STAMPED---AMITY 1963---,
 FA2717'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FA2717'25 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 FA2717'33.16 METERS (108.8 FT) EAST FROM THE UTILITY POLE 1462 WITH 3 LEAD
 FA2717'NAILS DRIVEN INTO IT,
 FA2717'21.12 METERS (69.3 FT) SOUTHEAST FROM A UTILITY POLE WITH 3 LEAD
 FA2717'NAILS,
 FA2717'14.78 METERS (48.5 FT) NORTH FROM THE UTILITY POLE NUMBER 1461 WITH
 FA2717'3 LEAD NAILS,
 FA2717'12.34 METERS (40.5 FT) NORTHWEST FROM A UTILITY POLE WITH 3 LEAD
 FA2717'NAILS AND
 FA2717'9.75 METERS (32.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF U.S.
 FA2717'HIGHWAY 21.  NOTE, THE LEAD NAILS DRIVEN INTO THE UTILITY POLES
 FA2717'FORM A TRIANGLE.
 FA2717'
 FA2717'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA2717'MARCH 1986.
 FA2717'
 FA2717'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA2717'
 FA2717'DESCRIBED BY J.N. LEONHARDT.
 FA2717
 FA2717                          STATION RECOVERY (1986)
 FA2717
 FA2717'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA2717'RECOVERED IN GOOD CONDITION.
 FA2717
 FA2717                          STATION RECOVERY (1986)
 FA2717
 FA2717'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2717'RECOVERED IN GOOD CONDITION.
 FA2717
 FA2717                          STATION RECOVERY (1991)
 FA2717
 FA2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2717'STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9045 ***********************************************************************
 AF9045  DESIGNATION -  AMITY
 AF9045  PID         -  AF9045
 AF9045  STATE/COUNTY-  NC/HYDE
 AF9045  USGS QUAD   -  MIDDLETOWN (1978)
 AF9045
 AF9045                         *CURRENT SURVEY CONTROL
 AF9045  ___________________________________________________________________
 AF9045* NAD 83(2001)-  35 29 13.56492(N)    076 02 26.14773(W)     ADJUSTED  
 AF9045* NAVD 88     -         2.19   (meters)       7.2    (feet)  LEVELING  
 AF9045  ___________________________________________________________________
 AF9045  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AF9045  GEOID HEIGHT-         -38.58  (meters)                     GEOID03
 AF9045  HORZ ORDER  -  SECOND
 AF9045  VERT ORDER  -  THIRD ?
 AF9045
 AF9045.The horizontal coordinates were established by classical geodetic methods
 AF9045.and adjusted by the National Geodetic Survey in August 2005.
 AF9045
 AF9045.The orthometric height was determined by differential leveling.
 AF9045.The vertical network tie was performed by a horz. field party for horz.
 AF9045.obs reductions. Reset procedures were used to establish the elevation.
 AF9045
 AF9045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9045
 AF9045.The geoid height was determined by GEOID03.
 AF9045
 AF9045;                    North         East     Units Scale Factor Converg.
 AF9045;SPC NC       -   196,699.545   878,077.279   MT  0.99988100   +1 42 29.1
 AF9045;SPC NC       -   645,338.42  2,880,825.21   sFT  0.99988100   +1 42 29.1
 AF9045;UTM  18      - 3,927,560.563   405,608.278   MT  0.99970980   -0 36 14.9
 AF9045
 AF9045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9045!SPC NC       -   1.00000571  x   0.99988100  =   0.99988671
 AF9045!UTM  18      -   1.00000571  x   0.99970980  =   0.99971551
 AF9045
 AF9045                          SUPERSEDED SURVEY CONTROL
 AF9045
 AF9045  NAD 83(1986)-  35 29 13.57778(N)    076 02 26.15286(W) AD(       ) 2
 AF9045
 AF9045.Superseded values are not recommended for survey control.
 AF9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9045.See file dsdata.txt to determine how the superseded data were derived.
 AF9045
 AF9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0560827561(NAD 83)
 AF9045_MARKER: DE = TRAVERSE STATION DISK
 AF9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9045_STAMPING: AMITY 1982
 AF9045_MARK LOGO: NCGS  
 AF9045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF9045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9045+STABILITY: SURFACE MOTION
 AF9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9045+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1995
 AF9045
 AF9045  HISTORY     - Date     Condition        Report By
 AF9045  HISTORY     - 1982     MONUMENTED       NCGS
 AF9045  HISTORY     - 19950821 GOOD             NCGS
 AF9045
 AF9045                          STATION DESCRIPTION
 AF9045
 AF9045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9045'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) SOUTHWEST OF ENGLEHARD AND
 AF9045'27.8 KM (17.25 MI) EAST-NORTHEAST OF SWANQUARTER. ALONG US 264 FOR 5.6
 AF9045'KM (3.45 MI) WEST FROM SR 1103 (IN ENGLEHARD), IN THE EAST YARD OF A
 AF9045'1-STORY SHINGLED HOUSE, ABOUT 300 FT (91.4 M) SOUTHWEST OF AMITY
 AF9045'METHODIST CHURCH. MARK IS RECESSED 2 INCHES BELOW GROUND.  LOCATED
 AF9045'15.0 M (49.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 52.1 M (170.9
 AF9045'FT) SOUTHWEST OF THE INTERSECTION OF THE HIGHWAY WITH SR 1107, 25.2 M
 AF9045'(82.7 FT) NORTHEAST OF THE CENTERLINE OF THE DRIVE TO THE HOUSE, 25.0
 AF9045'M (82.0 FT) EAST OF THE EAST END OF A CULVERT UNDER THE DRIVE, 8.4 M
 AF9045'(27.6 FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG, AND 21.6 M
 AF9045'(70.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE. ELEVATION
 AF9045'ESTABLISHED BY LEVEL TRANSFER IS 0.256 METERS (0.840 FT) BELOW BENCH
 AF9045'MARK--H 246--.
 AF9045
 AF9045                          STATION RECOVERY (1995)
 AF9045
 AF9045'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AF9045'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2728 ***********************************************************************
 FA2728  DESIGNATION -  AMITY HILL
 FA2728  PID         -  FA2728
 FA2728  STATE/COUNTY-  NC/IREDELL
 FA2728  USGS QUAD   -  SHEPHERDS (1969)
 FA2728
 FA2728                         *CURRENT SURVEY CONTROL
 FA2728  ___________________________________________________________________
 FA2728* NAD 83(2001)-  35 43 31.21272(N)    080 51 27.26399(W)     ADJUSTED  
 FA2728* NAVD 88     -       270.1    (meters)     886.     (feet)  VERTCON   
 FA2728  ___________________________________________________________________
 FA2728  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 FA2728  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA2728  HORZ ORDER  -  SECOND
 FA2728
 FA2728.The horizontal coordinates were established by classical geodetic methods
 FA2728.and adjusted by the National Geodetic Survey in August 2005.
 FA2728
 FA2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2728
 FA2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2728
 FA2728.The geoid height was determined by GEOID03.
 FA2728
 FA2728;                    North         East     Units Scale Factor Converg.
 FA2728;SPC NC       -   220,699.434   441,562.212   MT  0.99990666   -1 04 19.7
 FA2728;SPC NC       -   724,078.06  1,448,692.02   sFT  0.99990666   -1 04 19.7
 FA2728;UTM  17      - 3,953,494.343   512,880.945   MT  0.99960204   +0 04 59.4
 FA2728
 FA2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2728!SPC NC       -   0.99996260  x   0.99990666  =   0.99986927
 FA2728!UTM  17      -   0.99996260  x   0.99960204  =   0.99956466
 FA2728
 FA2728:                Primary Azimuth Mark                     Grid Az
 FA2728:SPC NC       -  ILL                                      174 15 45.4
 FA2728:UTM  17      -  ILL                                      173 06 26.3
 FA2728
 FA2728|---------------------------------------------------------------------|
 FA2728| PID    Reference Object                     Distance      Geod. Az  |
 FA2728|                                                           dddmmss.s |
 FA2728| FA2726 ILL                                 APPROX. 1.5 KM 1731125.7 |
 FA2728|---------------------------------------------------------------------|
 FA2728
 FA2728                          SUPERSEDED SURVEY CONTROL
 FA2728
 FA2728  NAD 83(1986)-  35 43 31.22226(N)    080 51 27.27208(W) AD(       ) 2
 FA2728  NAD 27      -  35 43 30.73593(N)    080 51 28.02199(W) AD(       ) 2
 FA2728  NGVD 29 (07/19/86)  270.3    (m)          887.     (f) VERT ANG    3  
 FA2728
 FA2728.Superseded values are not recommended for survey control.
 FA2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2728.See file dsdata.txt to determine how the superseded data were derived.
 FA2728
 FA2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1288153494(NAD 83)
 FA2728_MARKER: DE = TRAVERSE STATION DISK
 FA2728_SETTING: 0 = UNSPECIFIED SETTING
 FA2728_STAMPING: AMITY HILL 1973
 FA2728_MARK LOGO: NCGS  
 FA2728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2728
 FA2728  HISTORY     - Date     Condition        Report By
 FA2728  HISTORY     - 1973     MONUMENTED       NCGS
 FA2728  HISTORY     - 19970315 GOOD             USPSQD
 FA2728
 FA2728                          STATION DESCRIPTION
 FA2728
 FA2728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2728'AMITY HILL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2728'THE VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2728'
 FA2728'AMITY HILL IS LOCATED 2.5 MILES NE OF TROUTMAN, AND 4.4 MILES SSE OF
 FA2728'STATESVILLE.  TO REACH STATION FROM THE I-77 OVERPASS OF I-40 NE
 FA2728'OF STATESVILLE.  PROCEED SOUTH ALONG I-77 FOR 6.00 MILES TO THE SR
 FA2728'2342 OVERPASS (AMITY HILL ROAD), AND STATION IN END OF CONCRETE
 FA2728'CURB AT NE CORNER OF BRIDGE.
 FA2728'
 FA2728'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AMITY
 FA2728'HILL 1973, SET FLUSH IN DRILLED HOLE IN TOP OF CONCRETE CURB.
 FA2728'
 FA2728'MARK IS 18.0 FT NE OF C/L OF SR 2342 (AMITY HILL ROAD)
 FA2728'
 FA2728'0.65 FT WSW OF END OF CONCRETE CURB
 FA2728'
 FA2728'07.5 FT SE OF SE END OF NORTHERN MOST BRIDGE RAIL
 FA2728'
 FA2728'19.1 FT W OF TP W/ALUMINUM REF. TAG
 FA2728
 FA2728                          STATION RECOVERY (1997)
 FA2728
 FA2728'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0251 ***********************************************************************
 FZ0251  DESIGNATION -  AMIZION
 FZ0251  PID         -  FZ0251
 FZ0251  STATE/COUNTY-  NC/FORSYTH
 FZ0251  USGS QUAD   -  RURAL HALL (1994)
 FZ0251
 FZ0251                         *CURRENT SURVEY CONTROL
 FZ0251  ___________________________________________________________________
 FZ0251* NAD 83(2001)-  36 10 53.98991(N)    080 20 01.39705(W)     ADJUSTED  
 FZ0251* NAVD 88     -       266.277  (meters)     873.61   (feet)  ADJUSTED  
 FZ0251  ___________________________________________________________________
 FZ0251  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 FZ0251  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 FZ0251  DYNAMIC HT  -         266.029 (meters)     872.80  (feet)  COMP
 FZ0251  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 FZ0251
 FZ0251  HORZ ORDER  -  SECOND
 FZ0251  VERT ORDER  -  SECOND    CLASS 0
 FZ0251
 FZ0251.The horizontal coordinates were established by classical geodetic methods
 FZ0251.and adjusted by the National Geodetic Survey in August 2005.
 FZ0251
 FZ0251.The orthometric height was determined by differential leveling
 FZ0251.and adjusted in June 1991.
 FZ0251
 FZ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0251
 FZ0251.The geoid height was determined by GEOID03.
 FZ0251
 FZ0251.The dynamic height is computed by dividing the NAVD 88
 FZ0251.geopotential number by the normal gravity value computed on the
 FZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0251.degrees latitude (g = 980.6199 gals.).
 FZ0251
 FZ0251.The modeled gravity was interpolated from observed gravity values.
 FZ0251
 FZ0251;                    North         East     Units Scale Factor Converg.
 FZ0251;SPC NC       -   270,563.812   489,627.487   MT  1.00000422   -0 46 11.2
 FZ0251;SPC NC       -   887,674.77  1,606,386.18   sFT  1.00000422   -0 46 11.2
 FZ0251;UTM  17      - 4,004,303.592   559,912.492   MT  0.99964423   +0 23 36.1
 FZ0251
 FZ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0251!SPC NC       -   0.99996342  x   1.00000422  =   0.99996764
 FZ0251!UTM  17      -   0.99996342  x   0.99964423  =   0.99960766
 FZ0251
 FZ0251:                Primary Azimuth Mark                     Grid Az
 FZ0251:SPC NC       -  LOESCH                                   278 38 58.6
 FZ0251:UTM  17      -  LOESCH                                   277 29 11.3
 FZ0251
 FZ0251|---------------------------------------------------------------------|
 FZ0251| PID    Reference Object                     Distance      Geod. Az  |
 FZ0251|                                                           dddmmss.s |
 FZ0251| FZ0250 LOESCH                              402.799 METERS 2775247.4 |
 FZ0251|---------------------------------------------------------------------|
 FZ0251
 FZ0251                          SUPERSEDED SURVEY CONTROL
 FZ0251
 FZ0251  NAD 83(1993)-  36 10 53.99661(N)    080 20 01.40735(W) AD(       ) 2
 FZ0251  NAD 83(1986)-  36 10 53.99661(N)    080 20 01.40705(W) AD(       ) 2
 FZ0251  NAD 27      -  36 10 53.50283(N)    080 20 02.21906(W) AD(       ) 2
 FZ0251  NGVD 29 (??/??/92)  266.464  (m)          874.22   (f) ADJ UNCH    2 0
 FZ0251
 FZ0251.Superseded values are not recommended for survey control.
 FZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0251.See file dsdata.txt to determine how the superseded data were derived.
 FZ0251
 FZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5991204304(NAD 83)
 FZ0251_MARKER: DE = TRAVERSE STATION DISK
 FZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0251_STAMPING: AMIZION 1970
 FZ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0251+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 FZ0251
 FZ0251  HISTORY     - Date     Condition        Report By
 FZ0251  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0251  HISTORY     - 1972     GOOD             NCGS
 FZ0251  HISTORY     - 1984     GOOD             USPSQD
 FZ0251  HISTORY     - 1988     GOOD             USPSQD
 FZ0251  HISTORY     - 20010929 GOOD             USPSQD
 FZ0251  HISTORY     - 20041002 GOOD             USPSQD
 FZ0251  HISTORY     - 20051111 GOOD             USPSQD
 FZ0251
 FZ0251                          STATION DESCRIPTION
 FZ0251
 FZ0251'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0251'AMIZION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0251'THE VICINITY OF BETHANIA, NORTH CAROLINA.
 FZ0251'
 FZ0251'AMIZION IS LOCATED APPROXIMATELY 0.4 MILES NORTHEAST OF BETHANIA AND
 FZ0251'7.5 MILES NORTHWEST OF WINSTON SALEM.  TO REACH STATION PROCEED FROM
 FZ0251'THE INTERSECTION OF NC 65 WITH SR 1628 (ROAD TO TOBACCOVILLE) AND
 FZ0251'SR 1611 (LOESCH LANE) IN THE COMMUNITY OF BETHANIA, GO NORTHEAST ON
 FZ0251'NC 65 FOR 0.25 MILE TO STATION ON RIGHT, NEAR THE SOUTHWEST
 FZ0251'CORNER OF THE AMIZION CHURCH, AND 1.65 MILES SOUTHWEST OF
 FZ0251'INTERSECTION OF NC 65 AND SR 1828.
 FZ0251'
 FZ0251'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AMIZION
 FZ0251'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ0251'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ0251'
 FZ0251'MARK IS
 FZ0251'121.8 FEET SE OF C/L OF NC 65.
 FZ0251'82.8 FEET SE OF ALUMINUM REF. TAG ON TP NO. 6.
 FZ0251'45.2 FEET SW OF SW CORNER OF AMIZION CHURCH.
 FZ0251'9.2 FEET NE OF BASE OF 16 INCH CEDAR.
 FZ0251'1.5 FEET NE OF 8 INCH CEDAR STUMP.
 FZ0251
 FZ0251                          STATION RECOVERY (1972)
 FZ0251
 FZ0251'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0251'0.4 MI NE FROM BETHANIA.
 FZ0251'STATION IS LOCATED APPROXIMATELY 7.5 MILES NW OF DOWNTOWN
 FZ0251'WINSTON-SALEM.  TO REACH STATION FROM THE INTERSECTION OF NC 67
 FZ0251'AND NC 65, PROCEED EASTERLY ALONG NC 65 FOR 01.90 MILE TO STATION
 FZ0251'ON THE RIGHT, NEAR THE SW CORNER OF AMIZION CHURCH, 02.75 MILES
 FZ0251'SW OF U.S. 52, 121.8 FEET SE OF C/L OF NC 65, 45.2 FEET SW OF SW
 FZ0251'CORNER OF AMIZION CHURCH, 01.5 FEET NE OF 8 IN CEDAR STUMP, 09.2
 FZ0251'FEET NE OF BASE OF 16 IN CEDAR, AND 82.8 FEET SE OF TP 6 WITH
 FZ0251'ALUMINUM REF. TAG.  DISK IS SET FLUSH WITH THE GROUND.
 FZ0251
 FZ0251                          STATION RECOVERY (1984)
 FZ0251
 FZ0251'RECOVERY NOTE BY US POWER SQUADRON 1984
 FZ0251'RECOVERED IN GOOD CONDITION.
 FZ0251
 FZ0251                          STATION RECOVERY (1988)
 FZ0251
 FZ0251'RECOVERY NOTE BY US POWER SQUADRON 1988 (JG)
 FZ0251'RECOVERED IN GOOD CONDITION.
 FZ0251
 FZ0251                          STATION RECOVERY (2001)
 FZ0251
 FZ0251'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 FZ0251'FOUND NORTH EDGE OF GRAVE YARD
 FZ0251
 FZ0251                          STATION RECOVERY (2004)
 FZ0251
 FZ0251'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ0251'RECOVERED IN GOOD CONDITION.
 FZ0251
 FZ0251                          STATION RECOVERY (2005)
 FZ0251
 FZ0251'RECOVERY NOTE BY US POWER SQUADRON 2005
 FZ0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4226 ***********************************************************************
 DG4226  DESIGNATION -  AMMO 1
 DG4226  PID         -  DG4226
 DG4226  STATE/COUNTY-  NC/WAYNE
 DG4226  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 DG4226
 DG4226                         *CURRENT SURVEY CONTROL
 DG4226  ___________________________________________________________________
 DG4226* NAD 83(2007)-  35 20 22.41127(N)    077 59 31.87811(W)     ADJUSTED  
 DG4226* NAVD 88     -        20.0    (meters)      66.     (feet)  GPS OBS   
 DG4226  ___________________________________________________________________
 DG4226  EPOCH DATE  -        2002.00
 DG4226  X           -   1,083,647.475 (meters)                     COMP
 DG4226  Y           -  -5,094,744.905 (meters)                     COMP
 DG4226  Z           -   3,668,652.999 (meters)                     COMP
 DG4226  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 DG4226  ELLIP HEIGHT-         -15.056 (meters)          (02/10/07) ADJUSTED
 DG4226  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DG4226
 DG4226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4226  Type    PID    Designation                      North   East  Ellip
 DG4226  -------------------------------------------------------------------
 DG4226  NETWORK DG4226 AMMO 1                            1.57   1.29   2.61
 DG4226  -------------------------------------------------------------------
 DG4226
 DG4226.The horizontal coordinates were established by GPS observations
 DG4226.and adjusted by the National Geodetic Survey in February 2007.
 DG4226
 DG4226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4226.The horizontal coordinates are valid at the epoch date displayed above.
 DG4226.The epoch date for horizontal control is a decimal equivalence
 DG4226.of Year/Month/Day.
 DG4226
 DG4226.The orthometric height was determined by GPS observations and a
 DG4226.high-resolution geoid model.
 DG4226
 DG4226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4226
 DG4226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4226
 DG4226.The ellipsoidal height was determined by GPS observations
 DG4226.and is referenced to NAD 83.
 DG4226
 DG4226.The geoid height was determined by GEOID03.
 DG4226
 DG4226;                    North         East     Units Scale Factor Converg.
 DG4226;SPC NC       -   176,794.831   701,207.682   MT  0.99987376   +0 34 54.0
 DG4226;SPC NC       -   580,034.37  2,300,545.54   sFT  0.99987376   +0 34 54.0
 DG4226;UTM  18      - 3,914,809.517   228,049.375   MT  1.00051153   -1 43 54.5
 DG4226;UTM  17      - 3,914,852.575   773,371.009   MT  1.00052107   +1 44 27.1
 DG4226
 DG4226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4226!SPC NC       -   1.00000236  x   0.99987376  =   0.99987612
 DG4226!UTM  18      -   1.00000236  x   1.00051153  =   1.00051389
 DG4226!UTM  17      -   1.00000236  x   1.00052107  =   1.00052343
 DG4226
 DG4226|---------------------------------------------------------------------|
 DG4226| PID    Reference Object                     Distance      Geod. Az  |
 DG4226|                                                           dddmmss.s |
 DG4226| DG4227 AMMO 2                              133.306 METERS 02042     |
 DG4226|---------------------------------------------------------------------|
 DG4226
 DG4226                          SUPERSEDED SURVEY CONTROL
 DG4226
 DG4226  NAD 83(1986)-  35 20 22.42101(N)    077 59 31.88503(W) AD(       ) 1
 DG4226  NAD 83(2001)-  35 20 22.41154(N)    077 59 31.87789(W) AD(       ) 1
 DG4226  ELLIP H (01/28/04)  -15.051  (m)                       GP(       ) 5 1
 DG4226
 DG4226.Superseded values are not recommended for survey control.
 DG4226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4226.See file dsdata.txt to determine how the superseded data were derived.
 DG4226
 DG4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2804914810(NAD 83)
 DG4226_MARKER: DD = SURVEY DISK
 DG4226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4226+STABILITY: SURFACE MOTION
 DG4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4226+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4226
 DG4226  HISTORY     - Date     Condition        Report By
 DG4226  HISTORY     - 1999     MONUMENTED       USAF
 DG4226
 DG4226                          STATION DESCRIPTION
 DG4226
 DG4226'DESCRIBED BY US AIR FORCE 1999
 DG4226'THE STATION IS LOCATED ON SEYMOUR JOHNSON AIR FORCE BASE, NEAR THE
 DG4226'NORTHWEST CORNER OF THE BASE AND NEAR THE NEUSE RIVER, AND IN A GRASSY
 DG4226'AREA SOUTHWEST OF BUILDING NO. 2217 AND NORTHWEST OF BUILDING NO.
 DG4226'2225.
 DG4226'LOCATED 110.25 FT (33.60 M) SOUTHWEST OF DRIVE LEADING BY BUILDING NO.
 DG4226'2217, AND 35.70 FT (10.88 M) NORTHWEST OF DRIVE WHICH MAKES A RIGHT
 DG4226'ANGLE TURN BEFORE PASSING BUILDING NO. 2225. MARK IS A 3-INCH BRASS
 DG4226'DISK SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4227 ***********************************************************************
 DG4227  DESIGNATION -  AMMO 2
 DG4227  PID         -  DG4227
 DG4227  STATE/COUNTY-  NC/WAYNE
 DG4227  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 DG4227
 DG4227                         *CURRENT SURVEY CONTROL
 DG4227  ___________________________________________________________________
 DG4227* NAD 83(2007)-  35 20 26.45735(N)    077 59 30.01167(W)     ADJUSTED  
 DG4227* NAVD 88     -        20.5    (meters)      67.     (feet)  GPS OBS   
 DG4227  ___________________________________________________________________
 DG4227  EPOCH DATE  -        2002.00
 DG4227  X           -   1,083,678.647 (meters)                     COMP
 DG4227  Y           -  -5,094,664.913 (meters)                     COMP
 DG4227  Z           -   3,668,754.979 (meters)                     COMP
 DG4227  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 DG4227  ELLIP HEIGHT-         -14.602 (meters)          (02/10/07) ADJUSTED
 DG4227  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 DG4227
 DG4227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4227  Type    PID    Designation                      North   East  Ellip
 DG4227  -------------------------------------------------------------------
 DG4227  NETWORK DG4227 AMMO 2                            1.27   1.06   2.14
 DG4227  -------------------------------------------------------------------
 DG4227
 DG4227.The horizontal coordinates were established by GPS observations
 DG4227.and adjusted by the National Geodetic Survey in February 2007.
 DG4227
 DG4227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4227.The horizontal coordinates are valid at the epoch date displayed above.
 DG4227.The epoch date for horizontal control is a decimal equivalence
 DG4227.of Year/Month/Day.
 DG4227
 DG4227.The orthometric height was determined by GPS observations and a
 DG4227.high-resolution geoid model.
 DG4227
 DG4227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4227
 DG4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4227
 DG4227.The ellipsoidal height was determined by GPS observations
 DG4227.and is referenced to NAD 83.
 DG4227
 DG4227.The geoid height was determined by GEOID03.
 DG4227
 DG4227;                    North         East     Units Scale Factor Converg.
 DG4227;SPC NC       -   176,919.982   701,253.540   MT  0.99987379   +0 34 55.1
 DG4227;SPC NC       -   580,444.97  2,300,695.99   sFT  0.99987379   +0 34 55.1
 DG4227;UTM  18      - 3,914,932.794   228,100.280   MT  1.00051119   -1 43 53.6
 DG4227;UTM  17      - 3,914,978.709   773,414.353   MT  1.00052137   +1 44 28.3
 DG4227
 DG4227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4227!SPC NC       -   1.00000229  x   0.99987379  =   0.99987608
 DG4227!UTM  18      -   1.00000229  x   1.00051119  =   1.00051348
 DG4227!UTM  17      -   1.00000229  x   1.00052137  =   1.00052366
 DG4227
 DG4227|---------------------------------------------------------------------|
 DG4227| PID    Reference Object                     Distance      Geod. Az  |
 DG4227|                                                           dddmmss.s |
 DG4227| DG4226 AMMO 1                              133.306 METERS 20042     |
 DG4227|---------------------------------------------------------------------|
 DG4227
 DG4227                          SUPERSEDED SURVEY CONTROL
 DG4227
 DG4227  NAD 83(1986)-  35 20 26.46712(N)    077 59 30.01857(W) AD(       ) 1
 DG4227  NAD 83(2001)-  35 20 26.45762(N)    077 59 30.01145(W) AD(       ) 1
 DG4227  ELLIP H (01/28/04)  -14.597  (m)                       GP(       ) 5 1
 DG4227
 DG4227.Superseded values are not recommended for survey control.
 DG4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4227.See file dsdata.txt to determine how the superseded data were derived.
 DG4227
 DG4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2810014933(NAD 83)
 DG4227_MARKER: DD = SURVEY DISK
 DG4227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4227+STABILITY: SURFACE MOTION
 DG4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4227+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4227
 DG4227  HISTORY     - Date     Condition        Report By
 DG4227  HISTORY     - 1999     MONUMENTED       USAF
 DG4227
 DG4227                          STATION DESCRIPTION
 DG4227
 DG4227'DESCRIBED BY US AIR FORCE 1999
 DG4227'THE STATION IS LOCATED ON SEYMOUR JOHNSON AIR FORCE BASE, NEAR THE
 DG4227'NORTHWEST CORNER OF THE BASE AND NEAR THE NEUSE RIVER, AND IN A GRASSY
 DG4227'AREA NORTHEAST OF BUILDING NO. 2217 AND EAST OF BUILDING NO. 2215.
 DG4227'LOCATED 167.10 FT (50.93 M) SOUTHEAST OF DRIVE LEADING BY BUILDING NO.
 DG4227'2215, AND 226.90 FT (69.16 M) NORTH-NORTHEAST OF BUILDING NO. 2217.
 DG4227'MARK IS A 3-INCH BRASS DISK SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 DG4227'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2233 ***********************************************************************
 EY2233  DESIGNATION -  AMMONIA
 EY2233  PID         -  EY2233
 EY2233  STATE/COUNTY-  NC/PITT
 EY2233  USGS QUAD   -  GREENVILLE SW (1981)
 EY2233
 EY2233                         *CURRENT SURVEY CONTROL
 EY2233  ___________________________________________________________________
 EY2233* NAD 83(2001)-  35 36 05.77005(N)    077 22 51.08669(W)     ADJUSTED  
 EY2233* NAVD 88     -        16.66   (+/-2cm)      54.7    (feet)  VERTCON   
 EY2233  ___________________________________________________________________
 EY2233  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 EY2233  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 EY2233  HORZ ORDER  -  SECOND
 EY2233  VERT ORDER  -  THIRD ? (See Below)
 EY2233
 EY2233.The horizontal coordinates were established by classical geodetic methods
 EY2233.and adjusted by the National Geodetic Survey in August 2005.
 EY2233
 EY2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2233.The vertical order pertains to the NGVD 29 superseded value.
 EY2233
 EY2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2233
 EY2233.The geoid height was determined by GEOID03.
 EY2233
 EY2233;                    North         East     Units Scale Factor Converg.
 EY2233;SPC NC       -   206,596.312   756,297.349   MT  0.99989117   +0 56 04.3
 EY2233;SPC NC       -   677,808.07  2,481,285.55   sFT  0.99989117   +0 56 04.3
 EY2233;UTM  18      - 3,942,371.359   284,324.739   MT  1.00017325   -1 23 11.5
 EY2233
 EY2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2233!SPC NC       -   1.00000301  x   0.99989117  =   0.99989418
 EY2233!UTM  18      -   1.00000301  x   1.00017325  =   1.00017627
 EY2233
 EY2233:                Primary Azimuth Mark                     Grid Az
 EY2233:SPC NC       -  STADIUM                                  101 12 38.8
 EY2233:UTM  18      -  STADIUM                                  103 31 54.6
 EY2233
 EY2233|---------------------------------------------------------------------|
 EY2233| PID    Reference Object                     Distance      Geod. Az  |
 EY2233|                                                           dddmmss.s |
 EY2233| EY2226 STADIUM                             APPROX. 1.4 KM 1020843.1 |
 EY2233| EY2249 NORTH                               218.357 METERS 27844     |
 EY2233|---------------------------------------------------------------------|
 EY2233
 EY2233                          SUPERSEDED SURVEY CONTROL
 EY2233
 EY2233  NAD 83(1986)-  35 36 05.78042(N)    077 22 51.09660(W) AD(       ) 2
 EY2233  NAD 27      -  35 36 05.19919(N)    077 22 52.21982(W) AD(       ) 2
 EY2233  NGVD 29 (07/19/86)   17.02   (m)           55.8    (f) LEVELING    3  
 EY2233
 EY2233.Superseded values are not recommended for survey control.
 EY2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2233.See file dsdata.txt to determine how the superseded data were derived.
 EY2233
 EY2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8432542371(NAD 83)
 EY2233_MARKER: DE = TRAVERSE STATION DISK
 EY2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2233_STAMPING: AMMONIA 1966
 EY2233_MARK LOGO: NCGS  
 EY2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2233+STABILITY: SURFACE MOTION
 EY2233
 EY2233  HISTORY     - Date     Condition        Report By
 EY2233  HISTORY     - 1966     MONUMENTED       NCGS
 EY2233  HISTORY     - 1971     GOOD             LOCENG
 EY2233  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EY2233  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY2233  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 EY2233
 EY2233                          STATION DESCRIPTION
 EY2233
 EY2233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2233'AMMONIA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2233'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2233'
 EY2233'AMMONIA IS LOCATED APPROXIMATELY 0.35 MILES SOUTH OF THE CENTER
 EY2233'OF GREENVILLE, N. C.  TO REACH STATION PROCEED FROM THE
 EY2233'INTERSECTION OF DICKINSON AVE. (U.S. 264 BUS. SW) AND 10TH
 EY2233'ST. (U.S. 264 BUS. E) SOUTH ON RAILROAD ST. ALONG WEST SIDE OF
 EY2233'ATLANTIC COAST LINE TRACKS FOR 0.4 MILES TO INTERSECTION WITH
 EY2233'NORFOLK SOUTHERN RAILROAD.  THE STATION IS LOCATED IN THE NE
 EY2233'QUADRANT OF INTERSECTION.
 EY2233'
 EY2233'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2233'AMMONIA 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2233'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2233'
 EY2233'MARK IS
 EY2233'
 EY2233'7.1 FT NE OF NE CORNER OF INTERSECTION
 EY2233'
 EY2233'39.15 FT NE OF TP WITH ALUMINUM REF. TAG
 EY2233'
 EY2233'35.05 FT NE OF THE S RAILROAD CAUTION SIGN WITH ALUMINUM REF. TAG
 EY2233'
 EY2233'60.30 FT SSE OF TP WITH ALUMINUM REF. TAG
 EY2233'
 EY2233'27.30 FT NW OF RAILROAD SWITCHING SIGNAL
 EY2233'
 EY2233'49.75 FT ENE OF THE C/L OF INTERSECTION OF NORTH RAIL OF NORFOLK
 EY2233'SOUTHERN AND RAILROAD ST.
 EY2233
 EY2233                          STATION RECOVERY (1971)
 EY2233
 EY2233'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 EY2233'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION AS DESCRIBED.
 EY2233
 EY2233                          STATION RECOVERY (1983)
 EY2233
 EY2233'RECOVERY NOTE BY US POWER SQUADRON 1983 (JN)
 EY2233'STATION NOT RECOVERED.
 EY2233'
 EY2233'RAILROAD STREET WIDENED.
 EY2233'
 EY2233'NEW CURB AND GUTTERING.
 EY2233'
 EY2233'2 TELEPHONE POLES ARE GONE WITH REFERENCE TAGS.
 EY2233'
 EY2233'RAILROAD SWITCH HAS BEEN REMOVED.
 EY2233
 EY2233                          STATION RECOVERY (1988)
 EY2233
 EY2233'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2233'MARK NOT FOUND.
 EY2233
 EY2233                          STATION RECOVERY (2003)
 EY2233
 EY2233'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY2233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1948 ***********************************************************************
 EB1948  DESIGNATION -  AMMONS
 EB1948  PID         -  EB1948
 EB1948  STATE/COUNTY-  NC/SAMPSON
 EB1948  USGS QUAD   -  DELWAY (1984)
 EB1948
 EB1948                         *CURRENT SURVEY CONTROL
 EB1948  ___________________________________________________________________
 EB1948* NAD 83(2001)-  34 48 26.90979(N)    078 13 09.62010(W)     ADJUSTED  
 EB1948* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 EB1948  ___________________________________________________________________
 EB1948  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EB1948  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EB1948  HORZ ORDER  -  SECOND
 EB1948
 EB1948.The horizontal coordinates were established by classical geodetic methods
 EB1948.and adjusted by the National Geodetic Survey in August 2005.
 EB1948
 EB1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1948
 EB1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1948
 EB1948.The geoid height was determined by GEOID03.
 EB1948
 EB1948;                    North         East     Units Scale Factor Converg.
 EB1948;SPC NC       -   117,587.295   681,025.155   MT  0.99990246   +0 27 02.1
 EB1948;SPC NC       -   385,784.32  2,234,330.03   sFT  0.99990246   +0 27 02.1
 EB1948;UTM  17      - 3,855,218.109   754,367.872   MT  1.00039755   +1 35 17.2
 EB1948
 EB1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1948!SPC NC       -   0.99999936  x   0.99990246  =   0.99990182
 EB1948!UTM  17      -   0.99999936  x   1.00039755  =   1.00039691
 EB1948
 EB1948:                Primary Azimuth Mark                     Grid Az
 EB1948:SPC NC       -  LOW                                      126 05 23.7
 EB1948:UTM  17      -  LOW                                      124 57 08.6
 EB1948
 EB1948|---------------------------------------------------------------------|
 EB1948| PID    Reference Object                     Distance      Geod. Az  |
 EB1948|                                                           dddmmss.s |
 EB1948| EB1949 LOW                                 APPROX. 0.5 KM 1263225.8 |
 EB1948|---------------------------------------------------------------------|
 EB1948
 EB1948                          SUPERSEDED SURVEY CONTROL
 EB1948
 EB1948  NAD 83(1986)-  34 48 26.91830(N)    078 13 09.63181(W) AD(       ) 2
 EB1948  NAD 27      -  34 48 26.30792(N)    078 13 10.65303(W) AD(       ) 2
 EB1948  NGVD 29 (07/19/86)   39.7    (m)          130.     (f) VERT ANG    3  
 EB1948
 EB1948.Superseded values are not recommended for survey control.
 EB1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1948.See file dsdata.txt to determine how the superseded data were derived.
 EB1948
 EB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5436855218(NAD 83)
 EB1948_MARKER: DE = TRAVERSE STATION DISK
 EB1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1948_STAMPING: AMMONS 1973
 EB1948_MARK LOGO: NCGS  
 EB1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1948+STABILITY: SURFACE MOTION
 EB1948
 EB1948  HISTORY     - Date     Condition        Report By
 EB1948  HISTORY     - 1973     MONUMENTED       NCGS
 EB1948
 EB1948                          STATION DESCRIPTION
 EB1948
 EB1948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1948'AMMONS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1948'VICINTY OF HARRELLS, NORTH CAROLINA.
 EB1948'
 EB1948'AMMONS IS LOCATED APPROXIMATELY 5.6 MILES NORTH OF HARRELLS, AND 9.9
 EB1948'MILES EAST OF GARLAND.  TO REACH STATION FROM INTERSECTION OF US 421
 EB1948'WITH NC 41 AND 411 SE OF HARRELLS, PROCEED NORTH ALONG US 421 FOR
 EB1948'6.50 MILES TO STATION ON THE LEFT.  0.45 MILES NORTH OF INTERSECTION
 EB1948'WITH SR 1003 (AT DELWAY), AND ON NW SIDE OF WOODS ROAD.
 EB1948'
 EB1948'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AMMONS
 EB1948'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB1948'FLUSH WITH THE GROUND.
 EB1948'
 EB1948'MARK IS
 EB1948'
 EB1948'48.9 FEET SW OF C/L OF US 421.
 EB1948'5.4 FEET NW OF C/L OF WOODS ROAD.
 EB1948'17.2 FEET SSW OF NORTH END OF WOODS ROAD CULVERT.
 EB1948'133.7 FEET NW OF TELEPHONE PEDESTAL.
 EB1948'13.4 FEET ESE OF 3 INCH SIGN POST W/ALUMINUM REF. TAG.
 EB1948'18.4 FEET N OF 10 INCH PINE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0453 ***********************************************************************
 FA0453  DESIGNATION -  AMOCO
 FA0453  PID         -  FA0453
 FA0453  STATE/COUNTY-  NC/MECKLENBURG
 FA0453  USGS QUAD   -  MINT HILL (1993)
 FA0453
 FA0453                         *CURRENT SURVEY CONTROL
 FA0453  ___________________________________________________________________
 FA0453* NAD 83(2001)-  35 13 23.61582(N)    080 43 30.20601(W)     ADJUSTED  
 FA0453* NAVD 88     -       240.446  (meters)     788.86   (feet)  ADJUSTED  
 FA0453  ___________________________________________________________________
 FA0453  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 FA0453  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA0453  DYNAMIC HT  -         240.227 (meters)     788.14  (feet)  COMP
 FA0453  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FA0453
 FA0453  HORZ ORDER  -  SECOND
 FA0453  VERT ORDER  -  SECOND    CLASS 0
 FA0453
 FA0453.The horizontal coordinates were established by classical geodetic methods
 FA0453.and adjusted by the National Geodetic Survey in August 2005.
 FA0453
 FA0453.The orthometric height was determined by differential leveling
 FA0453.and adjusted in June 1991.
 FA0453
 FA0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0453
 FA0453.The geoid height was determined by GEOID03.
 FA0453
 FA0453.The dynamic height is computed by dividing the NAVD 88
 FA0453.geopotential number by the normal gravity value computed on the
 FA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0453.degrees latitude (g = 980.6199 gals.).
 FA0453
 FA0453.The modeled gravity was interpolated from observed gravity values.
 FA0453
 FA0453;                    North         East     Units Scale Factor Converg.
 FA0453;SPC NC       -   164,789.255   452,580.663   MT  0.99987272   -0 59 44.3
 FA0453;SPC NC       -   540,646.08  1,484,841.73   sFT  0.99987272   -0 59 44.3
 FA0453;UTM  17      - 3,897,833.129   525,020.689   MT  0.99960771   +0 09 30.9
 FA0453
 FA0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0453!SPC NC       -   0.99996701  x   0.99987272  =   0.99983973
 FA0453!UTM  17      -   0.99996701  x   0.99960771  =   0.99957473
 FA0453
 FA0453:                Primary Azimuth Mark                     Grid Az
 FA0453:SPC NC       -  DELTA                                    158 04 33.9
 FA0453:UTM  17      -  DELTA                                    156 55 18.7
 FA0453
 FA0453|---------------------------------------------------------------------|
 FA0453| PID    Reference Object                     Distance      Geod. Az  |
 FA0453|                                                           dddmmss.s |
 FA0453| FA0454 DELTA                               APPROX. 0.8 KM 1570449.6 |
 FA0453|---------------------------------------------------------------------|
 FA0453
 FA0453                          SUPERSEDED SURVEY CONTROL
 FA0453
 FA0453  NAD 83(1986)-  35 13 23.63117(N)    080 43 30.21519(W) AD(       ) 2
 FA0453  NAD 27      -  35 13 23.10789(N)    080 43 30.96930(W) AD(       ) 2
 FA0453  NGVD 29 (??/??/92)  240.675  (m)          789.61   (f) ADJ UNCH    2 0
 FA0453
 FA0453.Superseded values are not recommended for survey control.
 FA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0453.See file dsdata.txt to determine how the superseded data were derived.
 FA0453
 FA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2502197833(NAD 83)
 FA0453_MARKER: DE = TRAVERSE STATION DISK
 FA0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0453_STAMPING: AMOCO 1968
 FA0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0453+STABILITY: SURFACE MOTION
 FA0453
 FA0453  HISTORY     - Date     Condition        Report By
 FA0453  HISTORY     - 1968     MONUMENTED       NCGS
 FA0453  HISTORY     - 1972     GOOD             NCGS
 FA0453  HISTORY     - 1977     GOOD             LOCSUR
 FA0453  HISTORY     - 1989     GOOD             USPSQD
 FA0453  HISTORY     - 1990     GOOD             USPSQD
 FA0453  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 FA0453  HISTORY     - 19990125 MARK NOT FOUND   USPSQD
 FA0453
 FA0453                          STATION DESCRIPTION
 FA0453
 FA0453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA0453'AMOCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0453'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0453'
 FA0453'AMOCO IS LOCATED APPROXIMATELY 6.5 MILES EAST OF
 FA0453'CHARLOTTE.  STATION IS AT THE COMMUNITY OF HICKORY GROVE, AT
 FA0453'THE INTERSECTION OF SR 2853 (NEWELL-HICKORY GROVE RD.) WITH
 FA0453'SR 2820 (HICKORY GROVE RD.), IN THE NORTHWEST QUADRANT OF
 FA0453'INTERSECTION IN SOUTHEAST TRAFFIC ISLAND FOR AMERICAN SERVICE
 FA0453'STATION, AND NEXT TO CURB ON SOUTH SIDE OF SR 2853.
 FA0453'
 FA0453'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0453'AMOCO 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0453'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0453'
 FA0453'MARK IS
 FA0453'
 FA0453'2.2 FT W OF W CURB OF SR 2853
 FA0453'
 FA0453'6.0 FT S OF S CURB FOR E DRIVEWAY TO SERVICE STATION
 FA0453'
 FA0453'11.0 FT NE OF 4X4 POST WITH ROAD SIGNS IN NW QUADRANT OF
 FA0453'INTERSECTION, AND WITH ALUMINUM REF. TAG
 FA0453'
 FA0453'21.8 FT NE OF METAL POST FOR AMERICAN SIGN IN NW QUADRANT OF
 FA0453'INTERSECTION
 FA0453'
 FA0453'12.0 FT N OF PP IN NW QUADRANT OF INTERSECION, AND WITH
 FA0453'ALUMINUM REF. TAG
 FA0453
 FA0453                          STATION RECOVERY (1972)
 FA0453
 FA0453'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0453'IN HICKORY GROVE.
 FA0453'STATION IS LOCATED APPROXIMATELY 6.7 MILES EAST OF DOWNTOWN
 FA0453'CHARLOTTE, 1.55 MILES NORTH ALONG SR 2853 FROM INTERSECTION
 FA0453'WITH NC 24-27 (ALBERMARLE RD.), IN THE NORTHWEST QUADRANT OF
 FA0453'THE INTERSECTION OF SR 2853 AND SR 2820, IN THE SOUTHEAST TRAFFIC
 FA0453'ISLAND FOR AMERICAN SERVICE STATION, AND NEXT TO THE CURB ON
 FA0453'SOUTH SIDE OF SR 2853, 2.2 FT W OF W CURB OF SR 2853, 6.0 FT
 FA0453'S OF S CURB FOR DRIVEWAY TO SERVICE STATION, 4.5 FT E OF END
 FA0453'OF GUY WIRE, 12.0 FT N OF PP WITH AN ALUMINUM REF. TAG, 21.8 FT
 FA0453'NE OF METAL POST FOR AMERICAN SIGN, AND SET IN THE TOP OF A
 FA0453'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FA0453
 FA0453                          STATION RECOVERY (1977)
 FA0453
 FA0453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0453'RECOVERED IN GOOD CONDITION.
 FA0453
 FA0453                          STATION RECOVERY (1989)
 FA0453
 FA0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0453'RECOVERED IN GOOD CONDITION.
 FA0453
 FA0453                          STATION RECOVERY (1990)
 FA0453
 FA0453'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0453'RECOVERED IN GOOD CONDITION.
 FA0453
 FA0453                          STATION RECOVERY (1998)
 FA0453
 FA0453'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA0453'MARK NOT FOUND.
 FA0453
 FA0453                          STATION RECOVERY (1999)
 FA0453
 FA0453'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1953 ***********************************************************************
 EY1953  DESIGNATION -  AMOCO
 EY1953  PID         -  EY1953
 EY1953  STATE/COUNTY-  NC/MARTIN
 EY1953  USGS QUAD   -  WILLIAMSTON (1982)
 EY1953
 EY1953                         *CURRENT SURVEY CONTROL
 EY1953  ___________________________________________________________________
 EY1953* NAD 83(2001)-  35 50 22.52935(N)    077 05 20.67312(W)     ADJUSTED  
 EY1953* NAVD 88     -        23.555  (meters)      77.28   (feet)  ADJUSTED  
 EY1953  ___________________________________________________________________
 EY1953  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EY1953  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 EY1953  DYNAMIC HT  -          23.535 (meters)      77.21  (feet)  COMP
 EY1953  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 EY1953
 EY1953  HORZ ORDER  -  SECOND
 EY1953  VERT ORDER  -  SECOND    CLASS II
 EY1953
 EY1953.The horizontal coordinates were established by classical geodetic methods
 EY1953.and adjusted by the National Geodetic Survey in August 2005.
 EY1953
 EY1953.The orthometric height was determined by differential leveling
 EY1953.and adjusted in June 1991.
 EY1953
 EY1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1953
 EY1953.The geoid height was determined by GEOID03.
 EY1953
 EY1953.The dynamic height is computed by dividing the NAVD 88
 EY1953.geopotential number by the normal gravity value computed on the
 EY1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1953.degrees latitude (g = 980.6199 gals.).
 EY1953
 EY1953.The modeled gravity was interpolated from observed gravity values.
 EY1953
 EY1953;                    North         East     Units Scale Factor Converg.
 EY1953;SPC NC       -   233,464.740   782,221.842   MT  0.99992511   +1 06 10.5
 EY1953;SPC NC       -   765,958.90  2,566,339.49   sFT  0.99992511   +1 06 10.5
 EY1953;UTM  18      - 3,968,171.573   311,322.743   MT  1.00003868   -1 13 24.8
 EY1953
 EY1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1953!SPC NC       -   1.00000194  x   0.99992511  =   0.99992705
 EY1953!UTM  18      -   1.00000194  x   1.00003868  =   1.00004062
 EY1953
 EY1953                          SUPERSEDED SURVEY CONTROL
 EY1953
 EY1953  NAD 83(1986)-  35 50 22.53971(N)    077 05 20.68470(W) AD(       ) 2
 EY1953  NGVD 29 (01/18/91)   23.87   (m)           78.3    (f) LEVELING    3  
 EY1953
 EY1953.Superseded values are not recommended for survey control.
 EY1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1953.See file dsdata.txt to determine how the superseded data were derived.
 EY1953
 EY1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1132368172(NAD 83)
 EY1953_MARKER: DE = TRAVERSE STATION DISK
 EY1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1953_SP_SET: CONCRETE POST
 EY1953_STAMPING: AMOCO 1980
 EY1953_MARK LOGO: NCGS  
 EY1953_PROJECTION: RECESSED 20 CENTIMETERS
 EY1953_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1953+STABILITY: SURFACE MOTION
 EY1953
 EY1953  HISTORY     - Date     Condition        Report By
 EY1953  HISTORY     - 1980     MONUMENTED       NCGS
 EY1953  HISTORY     - 1980     GOOD             NCGS
 EY1953  HISTORY     - 1985     GOOD             USPSQD
 EY1953  HISTORY     - 19940818 MARK NOT FOUND   USPSQD
 EY1953
 EY1953                          STATION DESCRIPTION
 EY1953
 EY1953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1953'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-SOUTHWEST OF
 EY1953'WILLIAMSTON AND 4.5 MILES EAST OF EVERETTS.
 EY1953'
 EY1953'TO REACH THE STATION FROM THE INTERSECTION OF US 64-US 13 BYPASS WITH
 EY1953'US 17 AND WASHINGTON STREET IN WILLIAMSTON, PROCEED WEST ALONG
 EY1953'US 64-US 13 FOR 1.4 MILES TO SR 1142 ON THE LEFT AND STATION IN THE
 EY1953'SHOULDER JUST PASS THE INTERSECTION.
 EY1953'
 EY1953'STATION MARK IS A STANDARD DISK STAMPED---AMOCO 1980---, SET IN THE
 EY1953'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 8 INCHES BELOW THE GROUND
 EY1953'SURFACE.  THE MARK IS 133.8 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 EY1953'SR 1142, 2.9 FEET SOUTH OF THE SOUTH EDGE OF US 13-US 64 PAVEMENT,
 EY1953'16.7 FEET NORTHEAST OF--AMOCO--SIGN POST, 20.5 FEET WEST-NORTHWEST
 EY1953'OF THE WEST END OF A CULVERT AND 41.5 FEET EAST OF THE EAST END,
 EY1953'17.0 FEET NORTH OF A POWER POLE WITH REFERENCE TAG AND 87.6 FEET
 EY1953'SOUTHEAST OF TELEPHONE POLE 1690 WITH REFERENCE TAG.
 EY1953
 EY1953                          STATION RECOVERY (1980)
 EY1953
 EY1953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1953'2.1 MI WSW FROM WILLIAMSTON.
 EY1953'4.5 MILES EAST OF EVERETTS, AND 1.4 MILES WEST ALONG US 64/US 13
 EY1953'FROM INTERSECTION US 13 BYPASS WITH US 17 AND WASHINGTON STREET IN
 EY1953'WILLIAMSTON, ON LEFT AND STATION IN THE SHOULDER OF SR
 EY1953'1142 ON LEFT JUST PASSED INTERSECTION, 133.8 FEET WEST-NORTHWEST
 EY1953'OF CENTERLINE OF SR 1142, 2.9 FEET SOUTH OF SOUTH EDGE OF US 13/US 64
 EY1953'PAYMENT, 16.7 FEET NORTHEAST OF AMOCO SIGN POST, 20.5 FEET
 EY1953'WEST-NORTHWEST OF WEST END OF CULVERT AND 41.5 FEET EAST OF EAST END,
 EY1953'17.0 FEET NORTH OF POWER POLE WITH REFERENCE TAG AND 87.6 FEET
 EY1953'SOUTHEAST OF TELEPHONE POLE 1690 WITH REFERENCE TAG.
 EY1953
 EY1953                          STATION RECOVERY (1985)
 EY1953
 EY1953'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY1953'RECOVERED IN GOOD CONDITION.
 EY1953
 EY1953                          STATION RECOVERY (1994)
 EY1953
 EY1953'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2038 ***********************************************************************
 EY2038  DESIGNATION -  AMOCO
 EY2038  PID         -  EY2038
 EY2038  STATE/COUNTY-  NC/CRAVEN
 EY2038  USGS QUAD   -  VANCEBORO (1983)
 EY2038
 EY2038                         *CURRENT SURVEY CONTROL
 EY2038  ___________________________________________________________________
 EY2038* NAD 83(2001)-  35 20 27.50279(N)    077 10 39.84586(W)     ADJUSTED  
 EY2038* NAVD 88     -         8.323  (meters)      27.31   (feet)  ADJUSTED  
 EY2038  ___________________________________________________________________
 EY2038  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EY2038  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 EY2038  DYNAMIC HT  -           8.316 (meters)      27.28  (feet)  COMP
 EY2038  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 EY2038
 EY2038  HORZ ORDER  -  SECOND
 EY2038  VERT ORDER  -  SECOND    CLASS II
 EY2038
 EY2038.The horizontal coordinates were established by classical geodetic methods
 EY2038.and adjusted by the National Geodetic Survey in August 2005.
 EY2038
 EY2038.The orthometric height was determined by differential leveling
 EY2038.and adjusted in June 1991.
 EY2038
 EY2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2038
 EY2038.The geoid height was determined by GEOID03.
 EY2038
 EY2038.The dynamic height is computed by dividing the NAVD 88
 EY2038.geopotential number by the normal gravity value computed on the
 EY2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2038.degrees latitude (g = 980.6199 gals.).
 EY2038
 EY2038.The modeled gravity was interpolated from observed gravity values.
 EY2038
 EY2038;                    North         East     Units Scale Factor Converg.
 EY2038;SPC NC       -   178,006.945   775,229.238   MT  0.99987380   +1 03 06.3
 EY2038;SPC NC       -   584,011.12  2,543,397.93   sFT  0.99987380   +1 03 06.3
 EY2038;UTM  18      - 3,913,032.956   302,090.052   MT  1.00008272   -1 15 36.4
 EY2038
 EY2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2038!SPC NC       -   1.00000445  x   0.99987380  =   0.99987825
 EY2038!UTM  18      -   1.00000445  x   1.00008272  =   1.00008717
 EY2038
 EY2038                          SUPERSEDED SURVEY CONTROL
 EY2038
 EY2038  NAD 83(1986)-  35 20 27.51116(N)    077 10 39.85649(W) AD(       ) 2
 EY2038  NGVD 29 (10/26/90)    8.66   (m)           28.4    (f) LEVELING    3  
 EY2038
 EY2038.Superseded values are not recommended for survey control.
 EY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2038.See file dsdata.txt to determine how the superseded data were derived.
 EY2038
 EY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0209013033(NAD 83)
 EY2038_MARKER: DE = TRAVERSE STATION DISK
 EY2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2038_SP_SET: CONCRETE POST
 EY2038_STAMPING: AMOCO 1979
 EY2038_MARK LOGO: NCGS  
 EY2038_PROJECTION: FLUSH
 EY2038_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2038+STABILITY: SURFACE MOTION
 EY2038
 EY2038  HISTORY     - Date     Condition        Report By
 EY2038  HISTORY     - 1979     MONUMENTED       NCGS
 EY2038  HISTORY     - 1982     GOOD             NCGS
 EY2038  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 EY2038
 EY2038                          STATION DESCRIPTION
 EY2038
 EY2038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2038'THE STATION IS LOCATED 3.2 MILES NORTH-NORTHWEST OF VANCEBORO AND
 EY2038'4.3 MILES SOUTH-SOUTHWEST OF WILMAR.
 EY2038'
 EY2038'TO REACH STATION FROM INTERSECTION OF NC 43 WITH NC 118 AT THE
 EY2038'NORTHWEST SIDE OF VANCEBORO, PROCEED NORTHERLY ALONG NC 43 FOR 2.15
 EY2038'MILES TO SR 1644 ON RIGHT AND STATION.
 EY2038'
 EY2038'STATION MARK IS A STANDARD DISK STAMPED---AMOCO 1979---SET IN TOP OF
 EY2038'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE. THE
 EY2038'MARK IS 29.7 FEET NORTHEAST OF CENTERLINE OF NC 43, 46.2 FEET NORTH-
 EY2038'WEST OF CENTERLINE OF SR 1644, 21.0 FEET WEST-SOUTHWEST OF RIGHT-OF-
 EY2038'WAY MARKER, 28.4 FEET SOUTH OF SOUTH CORNER OF PUMP HOUSE, 36.3 FEET
 EY2038'SOUTH-SOUTHEAST OF AMOCO SIGN POST AND 51.6 FEET SOUTH-SOUTHWEST OF
 EY2038'SERVICE POLE WITH LIGHT AND REFERENCE TAG.
 EY2038
 EY2038                          STATION RECOVERY (1982)
 EY2038
 EY2038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2038'3.2 MI NNW FROM VANCEBORO.
 EY2038'FROM THE INTERSECTION OF NC 43 WITH NC 118 AT THE NORTHWEST SIDE OF
 EY2038'VANCEBORO, PROCEED NORTHERLY ALONG NC 43 FOR 2.15 MILES TO SR 1644 ON
 EY2038'RIGHT AND STATION, 29.7 FEET NORTHEAST OF CENTERLINE OF NC 43, 46.0
 EY2038'FEET NORTHWEST OF CENTERLINE OF SR 1644, 21.0 FEET WEST-SOUTHWEST OF A
 EY2038'RIGHT-OF-WAY MARKER, 28.4 FEET SOUTH OF SOUTH CORNER OF PUMP HOUSE,
 EY2038'36.3 FEET SOUTH-SOUTHEAST OF AMOCO SIGN POST AND 51.6 FEET
 EY2038'SOUTH-SOUTHWEST OF SERVICE POLE WITH LIGHT AND REFERENCE TAG.
 EY2038
 EY2038                          STATION RECOVERY (1991)
 EY2038
 EY2038'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2313 ***********************************************************************
 FY2313  DESIGNATION -  AMOCO
 FY2313  PID         -  FY2313
 FY2313  STATE/COUNTY-  NC/CASWELL
 FY2313  USGS QUAD   -  YANCEYVILLE (1994)
 FY2313
 FY2313                         *CURRENT SURVEY CONTROL
 FY2313  ___________________________________________________________________
 FY2313* NAD 83(2001)-  36 25 02.63123(N)    079 21 26.46840(W)     ADJUSTED  
 FY2313* NAVD 88     -       202.932  (meters)     665.79   (feet)  ADJUSTED  
 FY2313  ___________________________________________________________________
 FY2313  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FY2313  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FY2313  DYNAMIC HT  -         202.767 (meters)     665.24  (feet)  COMP
 FY2313  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 FY2313
 FY2313  HORZ ORDER  -  SECOND
 FY2313  VERT ORDER  -  FIRST     CLASS II
 FY2313
 FY2313.The horizontal coordinates were established by classical geodetic methods
 FY2313.and adjusted by the National Geodetic Survey in August 2005.
 FY2313
 FY2313.The orthometric height was determined by differential leveling
 FY2313.and adjusted in June 1991.
 FY2313
 FY2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2313
 FY2313.The geoid height was determined by GEOID03.
 FY2313
 FY2313.The dynamic height is computed by dividing the NAVD 88
 FY2313.geopotential number by the normal gravity value computed on the
 FY2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2313.degrees latitude (g = 980.6199 gals.).
 FY2313
 FY2313.The modeled gravity was interpolated from observed gravity values.
 FY2313
 FY2313;                    North         East     Units Scale Factor Converg.
 FY2313;SPC NC       -   295,974.697   577,549.176   MT  1.00007964   -0 12 22.5
 FY2313;SPC NC       -   971,043.65  1,894,842.59   sFT  1.00007964   -0 12 22.5
 FY2313;UTM  17      - 4,031,499.033   647,269.854   MT  0.99986722   +0 58 31.3
 FY2313
 FY2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2313!SPC NC       -   0.99997307  x   1.00007964  =   1.00005271
 FY2313!UTM  17      -   0.99997307  x   0.99986722  =   0.99984030
 FY2313
 FY2313                          SUPERSEDED SURVEY CONTROL
 FY2313
 FY2313  NAD 83(1993)-  36 25 02.63205(N)    079 21 26.47127(W) AD(       ) 2
 FY2313  NAD 83(1986)-  36 25 02.63628(N)    079 21 26.47503(W) AD(       ) 2
 FY2313  NGVD 29 (03/05/92)  203.155  (m)          666.52   (f) ADJUSTED    1 2
 FY2313
 FY2313.Superseded values are not recommended for survey control.
 FY2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2313.See file dsdata.txt to determine how the superseded data were derived.
 FY2313
 FY2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4727031499(NAD 83)
 FY2313_MARKER: DE = TRAVERSE STATION DISK
 FY2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2313_SP_SET: CONCRETE POST
 FY2313_STAMPING: AMOCO 1982
 FY2313_MARK LOGO: NCGS  
 FY2313_PROJECTION: FLUSH
 FY2313_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2313+STABILITY: SURFACE MOTION
 FY2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2313+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1996
 FY2313
 FY2313  HISTORY     - Date     Condition        Report By
 FY2313  HISTORY     - 1982     MONUMENTED       NCGS
 FY2313  HISTORY     - 1982     GOOD             NCGS
 FY2313  HISTORY     - 1987     GOOD             USPSQD
 FY2313  HISTORY     - 19960226 GOOD             GEOMET
 FY2313  HISTORY     - 19961002 GOOD             NCGS
 FY2313
 FY2313                          STATION DESCRIPTION
 FY2313
 FY2313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2313'1.5 MI NW FROM YANCEYVILLE.
 FY2313'ALONG US 158, 0.35 MILE WEST OF THE INTERSECTION WITH NC 86
 FY2313'NORTHWEST OF YANCEYVILLE, AND IN NORTHWEST QUADRNAT OF SR 1500
 FY2313'SR 1163 CROSSROADS, 33.1 FEET NORTH OF CENTERLINE OF HIGHWAY, 38.6
 FY2313'FEET WEST OF SOUTH END OF TRAFFIC ISLAND, 79.6 FEET EAST OF
 FY2313'SOUTHEAST CORNER OF --HILLBILLYS NO 2-- BUILDING, 68.6 FEET
 FY2313'SOUTHEAST OF NORTH END OF CONCRETE GAS PUMP BASE AND 6.5 FEET
 FY2313'SOUTHWEST OF TELEPHONE POLE (T1) WITH REFERENCE TAG.
 FY2313'THE MARK IS 1 FT ABOVE HIGHWAY.
 FY2313
 FY2313                          STATION RECOVERY (1987)
 FY2313
 FY2313'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FY2313'RECOVERED IN GOOD CONDITION.
 FY2313
 FY2313                          STATION RECOVERY (1996)
 FY2313
 FY2313'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY2313'24 INCHES.  RT 158.
 FY2313
 FY2313                          STATION RECOVERY (1996)
 FY2313
 FY2313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FY2313'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS. LOCATED
 FY2313'16.6 FT (5.1 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FY2313'CONCRETE BASE OF THE SOUTH LEG OF THE TEXACO SIGN, 116.2 FT (35.4 M)
 FY2313'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TEXACO FOOD MART.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3535 ***********************************************************************
 FA3535  DESIGNATION -  AMOCO
 FA3535  PID         -  FA3535
 FA3535  STATE/COUNTY-  NC/MCDOWELL
 FA3535  USGS QUAD   -  MARION EAST (1994)
 FA3535
 FA3535                         *CURRENT SURVEY CONTROL
 FA3535  ___________________________________________________________________
 FA3535* NAD 83(2001)-  35 40 28.74574(N)    081 59 33.81841(W)     ADJUSTED  
 FA3535* NAVD 88     -       401.5    (meters)    1317.     (feet)  VERTCON   
 FA3535  ___________________________________________________________________
 FA3535  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 FA3535  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FA3535  HORZ ORDER  -  SECOND
 FA3535
 FA3535.The horizontal coordinates were established by classical geodetic methods
 FA3535.and adjusted by the National Geodetic Survey in August 2005.
 FA3535
 FA3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3535
 FA3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3535
 FA3535.The geoid height was determined by GEOID03.
 FA3535
 FA3535;                    North         East     Units Scale Factor Converg.
 FA3535;SPC NC       -   217,587.355   338,730.106   MT  0.99989975   -1 43 38.3
 FA3535;SPC NC       -   713,867.85  1,111,317.02   sFT  0.99989975   -1 43 38.3
 FA3535;UTM  17      - 3,948,317.454   410,160.338   MT  0.99969946   -0 34 44.3
 FA3535
 FA3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3535!SPC NC       -   0.99994195  x   0.99989975  =   0.99984171
 FA3535!UTM  17      -   0.99994195  x   0.99969946  =   0.99964143
 FA3535
 FA3535|---------------------------------------------------------------------|
 FA3535| PID    Reference Object                     Distance      Geod. Az  |
 FA3535|                                                           dddmmss.s |
 FA3535| FA3549 POTEAT                              348.727 METERS 29318     |
 FA3535|---------------------------------------------------------------------|
 FA3535
 FA3535                          SUPERSEDED SURVEY CONTROL
 FA3535
 FA3535  NAD 83(1995)-  35 40 28.74585(N)    081 59 33.81862(W) AD(       ) 2
 FA3535  NAD 83(1986)-  35 40 28.75531(N)    081 59 33.82303(W) AD(       ) 2
 FA3535  NAD 27      -  35 40 28.31438(N)    081 59 34.43478(W) AD(       ) 2
 FA3535  NGVD 29 (07/19/86)  401.6    (m)         1318.     (f) VERT ANG    3  
 FA3535
 FA3535.Superseded values are not recommended for survey control.
 FA3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3535.See file dsdata.txt to determine how the superseded data were derived.
 FA3535
 FA3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1016048317(NAD 83)
 FA3535_MARKER: DE = TRAVERSE STATION DISK
 FA3535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3535+STABILITY: SURFACE MOTION
 FA3535
 FA3535  HISTORY     - Date     Condition        Report By
 FA3535  HISTORY     - 1967     MONUMENTED       NCGS
 FA3535  HISTORY     - 1981     MARK NOT FOUND   NCGS
 FA3535  HISTORY     - 19860101 MARK NOT FOUND   NCGS
 FA3535
 FA3535                          STATION DESCRIPTION
 FA3535
 FA3535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3535'AMOCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3535'THE VICINITY OF MARION, NORTH CAROLINA.
 FA3535'
 FA3535'AMOCO IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF THE
 FA3535'CENTER OF MARION.  TO REACH STATION PROCEED FROM THE
 FA3535'INTERSECTION OF U.S. 70 WITH U.S. 221 AND NC 226 AT THE
 FA3535'MC DOWELL COUNTY COURTHOUSE IN MARION.  GO SOUTHEAST ON
 FA3535'U.S. 21 - NC 226 (S. MAIN ST.) FOR 1.3 MILE TO STATION.  WHICH
 FA3535'IS LOCATED ON THE SOUTHWEST SIDE OF HIGHWAY BETWEEN TP 458 AND
 FA3535'SOUTHWEST SIDE, NORTHWEST OF AMERICAN OIL STATION AT THE
 FA3535'NORTH CORNER OF A NEWLY LEVELED LOT.
 FA3535'
 FA3535'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3535'AMOCO 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3535'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3535'
 FA3535'MARK IS
 FA3535'
 FA3535'34.8 FT SW OF C/L OF U.S. 221 AND NC 226
 FA3535'
 FA3535'2.7 FT NE OF TP NO. 458 WITH ALUMUNIM REF. TAG
 FA3535'
 FA3535'25.9 FT SE OF 4X4 SIGN U.S. 221 AND NC 226 SOUTH WITH
 FA3535'ALUMINUM REF. TAG
 FA3535'
 FA3535'120.7 FT WNW OF TP WITH ALUMINUM REF. TAG
 FA3535'
 FA3535'26.8 FT N OF MANHOLE COVER
 FA3535
 FA3535                          STATION RECOVERY (1981)
 FA3535
 FA3535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FA3535'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS
 FA3535'INADEQUATE FOR LOCATING THE MONUMENT.
 FA3535'THE LOT HAS BEEN PAVED AND CONVENIENCE STORE BUILT. MOST REFERENCE
 FA3535'MARKS ARE GONE.
 FA3535
 FA3535                          STATION RECOVERY (1986)
 FA3535
 FA3535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FA3535'STATION WAS NOT FOUND AND IT APPEARS TO HAVE BEEN COVERED BY ASPHALT
 FA3535'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3150 ***********************************************************************
 FB3150  DESIGNATION -  AMOCO
 FB3150  PID         -  FB3150
 FB3150  STATE/COUNTY-  NC/BUNCOMBE
 FB3150  USGS QUAD   -  WEAVERVILLE (1983)
 FB3150
 FB3150                         *CURRENT SURVEY CONTROL
 FB3150  ___________________________________________________________________
 FB3150* NAD 83(2001)-  35 37 47.02135(N)    082 33 10.29471(W)     ADJUSTED  
 FB3150* NAVD 88     -       657.5    (meters)    2157.     (feet)  VERTCON   
 FB3150  ___________________________________________________________________
 FB3150  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FB3150  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3150  HORZ ORDER  -  SECOND
 FB3150
 FB3150.The horizontal coordinates were established by classical geodetic methods
 FB3150.and adjusted by the National Geodetic Survey in August 2005.
 FB3150
 FB3150.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3150
 FB3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3150
 FB3150.The geoid height was determined by GEOID03.
 FB3150
 FB3150;                    North         East     Units Scale Factor Converg.
 FB3150;SPC NC       -   214,278.059   287,874.258   MT  0.99989429   -2 03 02.2
 FB3150;SPC NC       -   703,010.60    944,467.46   sFT  0.99989429   -2 03 02.2
 FB3150;UTM  17      - 3,943,991.345   359,387.566   MT  0.99984365   -0 54 17.1
 FB3150
 FB3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3150!SPC NC       -   0.99990148  x   0.99989429  =   0.99979579
 FB3150!UTM  17      -   0.99990148  x   0.99984365  =   0.99974515
 FB3150
 FB3150:                Primary Azimuth Mark                     Grid Az
 FB3150:SPC NC       -  REYNOLDS                                 331 45 51.2
 FB3150:UTM  17      -  REYNOLDS                                 330 37 06.1
 FB3150
 FB3150|---------------------------------------------------------------------|
 FB3150| PID    Reference Object                     Distance      Geod. Az  |
 FB3150|                                                           dddmmss.s |
 FB3150| FB3163 REYNOLDS                            APPROX. 2.8 KM 3294249.0 |
 FB3150| FB3161 RAIL                                274.299 METERS 33012     |
 FB3150|---------------------------------------------------------------------|
 FB3150
 FB3150                          SUPERSEDED SURVEY CONTROL
 FB3150
 FB3150  NAD 83(1995)-  35 37 47.02216(N)    082 33 10.29474(W) AD(       ) 2
 FB3150  NAD 83(1986)-  35 37 47.02839(N)    082 33 10.29258(W) AD(       ) 2
 FB3150  NAD 27      -  35 37 46.63336(N)    082 33 10.82842(W) AD(       ) 2
 FB3150  NGVD 29 (07/19/86)  657.6    (m)         2157.     (f) VERT ANG    3  
 FB3150
 FB3150.Superseded values are not recommended for survey control.
 FB3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3150.See file dsdata.txt to determine how the superseded data were derived.
 FB3150
 FB3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5938843991(NAD 83)
 FB3150_MARKER: DE = TRAVERSE STATION DISK
 FB3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3150_STAMPING: AMOCO 1967
 FB3150_MARK LOGO: NCGS  
 FB3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3150+STABILITY: SURFACE MOTION
 FB3150
 FB3150  HISTORY     - Date     Condition        Report By
 FB3150  HISTORY     - 1967     MONUMENTED       NCGS
 FB3150  HISTORY     - 1975     SEE DESCRIPTION  NCDNR
 FB3150  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB3150
 FB3150                          STATION DESCRIPTION
 FB3150
 FB3150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3150'AMOCO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3150'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3150'
 FB3150'AMOCO IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF THE CENTER OF
 FB3150'ASHEVILLE.  IT IS IN A GRASSY AREA NORTHWEST OF INTERSECTION
 FB3150'OF NC 694 WITH US 19 AND 23, BETWEEN AMERICAN AND SHELL SERVICE
 FB3150'STATIONS, IN THE CORNER OF AN L FORMED BY A CONCRETE CURB.
 FB3150'
 FB3150'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AMOCO
 FB3150'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FB3150'INCH ABOVE THE SURFACE OF THE GROUND.
 FB3150'
 FB3150'MARK IS
 FB3150'42.5 FEET WSW OF W
 FB3150'CURB OF US 19 AND 23 (MERRIMON AVE.),
 FB3150'37.5 FEET SW OF W METAL POST FOR
 FB3150'SHELL SERVICE STATION,
 FB3150'8.6 FEET S OF CONCRETE CURB CORNER,
 FB3150'2.9 FEET NW OF CONCRETE CURB CORNER,
 FB3150'45.5 FEET NE OF NE
 FB3150'CORNER OF AMERICAN SERVICE STATION,
 FB3150'88.2 FEET NW OF METAL AMERICAN
 FB3150'SERVICE STATION SIGN POST.
 FB3150
 FB3150                          STATION RECOVERY (1975)
 FB3150
 FB3150'RECOVERY NOTE BY NC DEPT OF NAT RES 1975
 FB3150'AMOCO 1967 DESTROYED
 FB3150'
 FB3150'U.S. 25 MADE 4 LANE.
 FB3150'
 FB3150'REPLACED BY AMOCO 2 1975
 FB3150
 FB3150                          STATION RECOVERY (2004)
 FB3150
 FB3150'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB3150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2951 ***********************************************************************
 EZ2951  DESIGNATION -  AMOCO
 EZ2951  PID         -  EZ2951
 EZ2951  STATE/COUNTY-  NC/LEE
 EZ2951  USGS QUAD   -  COLON (1981)
 EZ2951
 EZ2951                         *CURRENT SURVEY CONTROL
 EZ2951  ___________________________________________________________________
 EZ2951* NAD 83(2001)-  35 31 16.39136(N)    079 11 03.82130(W)     ADJUSTED  
 EZ2951* NAVD 88     -       105.7    (meters)     347.     (feet)  VERTCON   
 EZ2951  ___________________________________________________________________
 EZ2951  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EZ2951  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 EZ2951  HORZ ORDER  -  SECOND
 EZ2951
 EZ2951.The horizontal coordinates were established by classical geodetic methods
 EZ2951.and adjusted by the National Geodetic Survey in August 2005.
 EZ2951
 EZ2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2951
 EZ2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2951
 EZ2951.The geoid height was determined by GEOID03.
 EZ2951
 EZ2951;                    North         East     Units Scale Factor Converg.
 EZ2951;SPC NC       -   196,497.920   592,877.549   MT  0.99988361   -0 06 23.1
 EZ2951;SPC NC       -   644,676.93  1,945,132.43   sFT  0.99988361   -0 06 23.1
 EZ2951;UTM  17      - 3,932,362.642   664,628.575   MT  0.99993400   +1 03 18.4
 EZ2951
 EZ2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2951!SPC NC       -   0.99998836  x   0.99988361  =   0.99987197
 EZ2951!UTM  17      -   0.99998836  x   0.99993400  =   0.99992236
 EZ2951
 EZ2951|---------------------------------------------------------------------|
 EZ2951| PID    Reference Object                     Distance      Geod. Az  |
 EZ2951|                                                           dddmmss.s |
 EZ2951| EZ2952 HINDERLITER                         152.050 METERS 04313     |
 EZ2951| EZ2961 VICKIE                              274.366 METERS 20316     |
 EZ2951| EZ2950 NIMROD                              424.039 METERS 3563722.3 |
 EZ2951|---------------------------------------------------------------------|
 EZ2951
 EZ2951                          SUPERSEDED SURVEY CONTROL
 EZ2951
 EZ2951  NAD 83(1986)-  35 31 16.39485(N)    079 11 03.82614(W) AD(       ) 2
 EZ2951  NAD 27      -  35 31 15.84657(N)    079 11 04.74941(W) AD(       ) 2
 EZ2951  NGVD 29 (07/19/86)  105.9    (m)          347.     (f) VERT ANG    3  
 EZ2951
 EZ2951.Superseded values are not recommended for survey control.
 EZ2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2951.See file dsdata.txt to determine how the superseded data were derived.
 EZ2951
 EZ2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6462932363(NAD 83)
 EZ2951_MARKER: DE = TRAVERSE STATION DISK
 EZ2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2951_STAMPING: AMOCO 1970
 EZ2951_MARK LOGO: NCGS  
 EZ2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2951+STABILITY: SURFACE MOTION
 EZ2951
 EZ2951  HISTORY     - Date     Condition        Report By
 EZ2951  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2951
 EZ2951                          STATION DESCRIPTION
 EZ2951
 EZ2951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2951'AMOCO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2951'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ2951'
 EZ2951'AMOCO IS LOCATED APPROXIMATELY 3.8 MILES NNW OF SANFORD.  TO REACH
 EZ2951'STATION PROCEED FROM THE INTERSECTION OF US 1, 15 AND 501 BYPASS AND
 EZ2951'US 1, 15 AND 501 BUSINESS ON THE NORTH SIDE OF SANFORD, GO SOUTH ON
 EZ2951'US 1, 15 AND 501 FOR 0.1 MILE TO SR 1403, CONTINUE SOUTH ON US 1,
 EZ2951'15 AND 501 FOR 0.1 MILE TO STATION ON THE EAST SIDE OF HIGHWAY,
 EZ2951'DIRECTLY WEST OF BILLBOARD ELECTRICITY ADVERTISEMENT AND 0.8
 EZ2951'MILE NORTH OF BRIDGE ON SR 1405 (MCNEIL RD.).
 EZ2951'
 EZ2951'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ2951'AMOCO 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ2951'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2951'
 EZ2951'MARK IS--
 EZ2951'19.2 FEET ESE OF C/L OF N BOUND TRAFFIC OF US 1, 15 AND 501.
 EZ2951'73.4 FEET ESE OF C/L OF S BOUND TRAFFIC OF US 1, 15 AND 501.
 EZ2951'55.8 FEET WNW OF C/L OF GRAVEL ROAD RUNNING PARALLEL WITH US 1, 15
 EZ2951'AND 501.
 EZ2951'9.0 FEET SSW OF ALUMINUM REF. TAG ON 4X4 MERGING TRAFFIC SIGN.
 EZ2951'122.3 FEET NE OF ALUMINUM REF. TAG ON DO NOT PASS SIGN.
 EZ2951'101.0 FEET W OF ALUMINUM REF. TAG ON 2ND POLE FROM WEST, FOR
 EZ2951'BILLBOARD SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3985 ***********************************************************************
 EZ3985  DESIGNATION -  AMOCO
 EZ3985  PID         -  EZ3985
 EZ3985  STATE/COUNTY-  NC/RANDOLPH
 EZ3985  USGS QUAD   -  FARMER (1994)
 EZ3985
 EZ3985                         *CURRENT SURVEY CONTROL
 EZ3985  ___________________________________________________________________
 EZ3985* NAD 83(2001)-  35 38 19.79594(N)    079 59 10.65303(W)     ADJUSTED  
 EZ3985* NAVD 88     -       151.135  (meters)     495.85   (feet)  ADJUSTED  
 EZ3985  ___________________________________________________________________
 EZ3985  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EZ3985  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3985  DYNAMIC HT  -         151.007 (meters)     495.43  (feet)  COMP
 EZ3985  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 EZ3985
 EZ3985  HORZ ORDER  -  SECOND
 EZ3985  VERT ORDER  -  SECOND    CLASS II
 EZ3985
 EZ3985.The horizontal coordinates were established by classical geodetic methods
 EZ3985.and adjusted by the National Geodetic Survey in August 2005.
 EZ3985
 EZ3985.The orthometric height was determined by differential leveling
 EZ3985.and adjusted in March 2001.
 EZ3985
 EZ3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3985
 EZ3985.The geoid height was determined by GEOID03.
 EZ3985
 EZ3985.The dynamic height is computed by dividing the NAVD 88
 EZ3985.geopotential number by the normal gravity value computed on the
 EZ3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3985.degrees latitude (g = 980.6199 gals.).
 EZ3985
 EZ3985.The modeled gravity was interpolated from observed gravity values.
 EZ3985
 EZ3985;                    North         East     Units Scale Factor Converg.
 EZ3985;SPC NC       -   209,973.904   520,280.559   MT  0.99989534   -0 34 09.3
 EZ3985;SPC NC       -   688,889.38  1,706,953.80   sFT  0.99989534   -0 34 09.3
 EZ3985;UTM  17      - 3,944,363.977   591,779.362   MT  0.99970380   +0 35 26.5
 EZ3985
 EZ3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3985!SPC NC       -   0.99998103  x   0.99989534  =   0.99987638
 EZ3985!UTM  17      -   0.99998103  x   0.99970380  =   0.99968484
 EZ3985
 EZ3985|---------------------------------------------------------------------|
 EZ3985| PID    Reference Object                     Distance      Geod. Az  |
 EZ3985|                                                           dddmmss.s |
 EZ3985| EZ3984 DAVIS                               335.929 METERS 07934     |
 EZ3985| EZ3986 TELE                                APPROX. 1.0 KM 2575801.1 |
 EZ3985|---------------------------------------------------------------------|
 EZ3985
 EZ3985                          SUPERSEDED SURVEY CONTROL
 EZ3985
 EZ3985  NAD 83(1986)-  35 38 19.80393(N)    079 59 10.66098(W) AD(       ) 2
 EZ3985  NAD 27      -  35 38 19.31014(N)    079 59 11.51157(W) AD(       ) 2
 EZ3985  NGVD 29 (07/19/86)  151.2    (m)          496.     (f) VERT ANG    3  
 EZ3985
 EZ3985.Superseded values are not recommended for survey control.
 EZ3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3985.See file dsdata.txt to determine how the superseded data were derived.
 EZ3985
 EZ3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9177944364(NAD 83)
 EZ3985_MARKER: DE = TRAVERSE STATION DISK
 EZ3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3985_STAMPING: AMOCO 1974
 EZ3985_MARK LOGO: NCGS  
 EZ3985_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3985+STABILITY: SURFACE MOTION
 EZ3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3985+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2000
 EZ3985
 EZ3985  HISTORY     - Date     Condition        Report By
 EZ3985  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3985  HISTORY     - 20000112 GOOD             NCGS
 EZ3985
 EZ3985                          STATION DESCRIPTION
 EZ3985
 EZ3985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3985'AMOCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3985'VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3985'
 EZ3985'AMOCO IS LOCATED APPROXIMATELY 10.8 MILES WSW OF ASHEBORO, AND
 EZ3985'7.2 MILES EAST OF DENTON IN DAVIDSON COUNTY.  TO REACH STATION FROM
 EZ3985'THE DAVIDSON - RANDOLPH COUNTY LINE CROSSING OF NC 49, PROCEED NE
 EZ3985'ALONG NC 49 FOR 6.25 MILES TO STATION ON THE LEFT, SE OF AN AMOCO
 EZ3985'SERVICE STATION.  AND 0.25 MILE WEST OF THE INTERSECTION WITH
 EZ3985'SR 1173.
 EZ3985'
 EZ3985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3985'AMOCO 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3985'IS FLUSH WITH THE GROUND.
 EZ3985'
 EZ3985'MARK IS 51.8 FT N OF C/L OF NC 49
 EZ3985'
 EZ3985'25.4 FT NE OF EAST END OF CONCRETE CULVERT UNDER EASTERNMOST
 EZ3985'ENTRANCE TO SERVICE STATION
 EZ3985'
 EZ3985'94.4 FT SE OF SE CORNER OF AMOCO STATION
 EZ3985'
 EZ3985'42.7 FT SW OF PP 23C1 WITH TRANSFORMER AND ALUMINUM REF. TAG
 EZ3985'
 EZ3985'74.8 FT SE OF PP WITH LIGHT WITH ALUMINUM REF. TAG
 EZ3985
 EZ3985                          STATION RECOVERY (2000)
 EZ3985
 EZ3985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 EZ3985'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  LOCATED 46.8 FT
 EZ3985'(14.3 M) SOUTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2748 ***********************************************************************
 EY2748  DESIGNATION -  AMOCO
 EY2748  PID         -  EY2748
 EY2748  STATE/COUNTY-  NC/WAYNE
 EY2748  USGS QUAD   -  WILLIAMS (1988)
 EY2748
 EY2748                         *CURRENT SURVEY CONTROL
 EY2748  ___________________________________________________________________
 EY2748* NAD 83(2001)-  35 11 03.07533(N)    077 55 55.20447(W)     ADJUSTED  
 EY2748* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 EY2748  ___________________________________________________________________
 EY2748  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 EY2748  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EY2748  HORZ ORDER  -  SECOND
 EY2748
 EY2748.The horizontal coordinates were established by classical geodetic methods
 EY2748.and adjusted by the National Geodetic Survey in August 2005.
 EY2748
 EY2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2748
 EY2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2748
 EY2748.The geoid height was determined by GEOID03.
 EY2748
 EY2748;                    North         East     Units Scale Factor Converg.
 EY2748;SPC NC       -   159,617.514   706,863.695   MT  0.99987328   +0 36 59.1
 EY2748;SPC NC       -   523,678.46  2,319,101.97   sFT  0.99987328   +0 36 59.1
 EY2748;UTM  18      - 3,897,407.353   233,011.480   MT  1.00047859   -1 41 25.6
 EY2748;UTM  17      - 3,897,781.442   779,376.393   MT  1.00056203   +1 46 08.2
 EY2748
 EY2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2748!SPC NC       -   0.99999898  x   0.99987328  =   0.99987226
 EY2748!UTM  18      -   0.99999898  x   1.00047859  =   1.00047756
 EY2748!UTM  17      -   0.99999898  x   1.00056203  =   1.00056100
 EY2748
 EY2748:                Primary Azimuth Mark                     Grid Az
 EY2748:SPC NC       -  PIPE                                     079 40 36.1
 EY2748:UTM  18      -  PIPE                                     081 59 00.8
 EY2748:UTM  17      -  PIPE                                     078 31 27.0
 EY2748
 EY2748|---------------------------------------------------------------------|
 EY2748| PID    Reference Object                     Distance      Geod. Az  |
 EY2748|                                                           dddmmss.s |
 EY2748| EY2747 PIPE                                APPROX. 0.9 KM 0801735.2 |
 EY2748|---------------------------------------------------------------------|
 EY2748
 EY2748                          SUPERSEDED SURVEY CONTROL
 EY2748
 EY2748  NAD 83(1986)-  35 11 03.08504(N)    077 55 55.21234(W) AD(       ) 2
 EY2748  NAD 27      -  35 11 02.49115(N)    077 55 56.26758(W) AD(       ) 2
 EY2748  NGVD 29 (07/19/86)   42.3    (m)          139.     (f) VERT ANG    3  
 EY2748
 EY2748.Superseded values are not recommended for survey control.
 EY2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2748.See file dsdata.txt to determine how the superseded data were derived.
 EY2748
 EY2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3301197407(NAD 83)
 EY2748_MARKER: DE = TRAVERSE STATION DISK
 EY2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2748_STAMPING: AMOCO 1975
 EY2748_MARK LOGO: NCGS  
 EY2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2748+STABILITY: SURFACE MOTION
 EY2748
 EY2748  HISTORY     - Date     Condition        Report By
 EY2748  HISTORY     - 1975     MONUMENTED       NCGS
 EY2748  HISTORY     - 1987     GOOD             USPSQD
 EY2748
 EY2748                          STATION DESCRIPTION
 EY2748
 EY2748'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2748'AMOCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2748'THE VICINITY OF SEVEN SPRINGS, NORTH CAROLINA.
 EY2748'
 EY2748'AMOCO IS LOCATED APPROXIMATELY 5.6 MILES WSW OF SEVEN SPRINGS
 EY2748'AND 7.8 MILES EAST OF MOUNT OLIVE.  TO REACH STATION FROM
 EY2748'INTERSECTION OF NC 55 AND NC 111 AT HINES CROSSROADS, PROCEED
 EY2748'WESTERLY ALONG NC 55 FOR 2.8 MILES TO SR 1948 CROSSROADS AND
 EY2748'STATION ON LEFT IN SOUTHWEST QUADRANT OF INTERSECTION.
 EY2748'
 EY2748'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2748'AMOCO 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY2748'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2748'
 EY2748'MARK IS 44.0 FT S OF C/L OF NC 55
 EY2748'
 EY2748'33.9 FT W OF C/L OF SR 1948
 EY2748'
 EY2748'62.4 FT SW OF C/L CROSSROADS INTERSECTION
 EY2748'
 EY2748'8.2 FT ESE OF CENTER OF TOP OF TELEPHONE PEDESTAL 253-1
 EY2748'
 EY2748'126.9 FT NNW OF CENTER OF TOP OF TELEPHONE PEDESTAL ACROSS SR
 EY2748'
 EY2748'2.9 FT SSW OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 EY2748
 EY2748                          STATION RECOVERY (1987)
 EY2748
 EY2748'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3511 ***********************************************************************
 FB3511  DESIGNATION -  AMOCO
 FB3511  PID         -  FB3511
 FB3511  STATE/COUNTY-  NC/CLAY
 FB3511  USGS QUAD   -  SHOOTING CREEK (1990)
 FB3511
 FB3511                         *CURRENT SURVEY CONTROL
 FB3511  ___________________________________________________________________
 FB3511* NAD 83(2001)-  35 01 20.58611(N)    083 41 44.10894(W)     ADJUSTED  
 FB3511* NAVD 88     -       603.1    (meters)    1979.     (feet)  VERTCON   
 FB3511  ___________________________________________________________________
 FB3511  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 FB3511  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FB3511  HORZ ORDER  -  SECOND
 FB3511
 FB3511.The horizontal coordinates were established by classical geodetic methods
 FB3511.and adjusted by the National Geodetic Survey in August 2005.
 FB3511
 FB3511.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3511
 FB3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3511
 FB3511.The geoid height was determined by GEOID03.
 FB3511
 FB3511;                    North         East     Units Scale Factor Converg.
 FB3511;SPC NC       -   151,277.732   181,277.502   MT  0.99988056   -2 42 36.5
 FB3511;SPC NC       -   496,317.03    594,741.27   sFT  0.99988056   -2 42 36.5
 FB3511;SPC GA W     -   557,008.642   742,988.261   MT  0.99992277   +0 16 13.3
 FB3511;SPC GA W     - 1,827,452.52  2,437,620.65   sFT  0.99992277   +0 16 13.3
 FB3511;UTM  17      - 3,878,847.135   254,059.123   MT  1.00034554   -1 32 51.9
 FB3511
 FB3511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3511!SPC NC       -   0.99990978  x   0.99988056  =   0.99979035
 FB3511!SPC GA W     -   0.99990978  x   0.99992277  =   0.99983256
 FB3511!UTM  17      -   0.99990978  x   1.00034554  =   1.00025529
 FB3511
 FB3511                          SUPERSEDED SURVEY CONTROL
 FB3511
 FB3511  NAD 83(1995)-  35 01 20.58643(N)    083 41 44.10893(W) AD(       ) 2
 FB3511  NAD 83(1986)-  35 01 20.58923(N)    083 41 44.11288(W) AD(       ) 2
 FB3511  NGVD 29 (09/18/91)  603.1    (m)         1979.     (f) VERT ANG    3  
 FB3511
 FB3511.Superseded values are not recommended for survey control.
 FB3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3511.See file dsdata.txt to determine how the superseded data were derived.
 FB3511
 FB3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5405978847(NAD 83)
 FB3511_MARKER: DE = TRAVERSE STATION DISK
 FB3511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3511_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3511+STABILITY: SURFACE MOTION
 FB3511
 FB3511  HISTORY     - Date     Condition        Report By
 FB3511  HISTORY     - 1978     MONUMENTED       NCGS
 FB3511
 FB3511                          STATION DESCRIPTION
 FB3511
 FB3511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3511'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES WEST OF SHOOTING CREEK
 FB3511'COMMUNITY AND 7.3 MILES EAST OF HAYESVILLE.
 FB3511'
 FB3511'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 175 EAST
 FB3511'OF HAYESVILLE., PROCEED EAST ALONG US 64 FOR 2.7 MILES TO STATION ON
 FB3511'RIGHT NEAR CENTER OF WOODS ROAD APPROXIMATELY 200 FEET SOUTHWEST OF
 FB3511'AMOCO SERVICE STATION AND 0.10 MILE WEST OF SR 1352.
 FB3511'
 FB3511'STATION MARK IS A STANDARD DISK STAMPED---AMOCO 1978---SET IN TOP OF A
 FB3511'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK IS
 FB3511'55.8 FEET SOUTH OF CENTERLINE OF US 64, 82.7 FEET WEST OF WEST END OF
 FB3511'GUARD RAIL, AND 29.3 FEET NORTHEAST OF EASTERNMOST GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4870 ***********************************************************************
 FA4870  DESIGNATION -  AMOCO
 FA4870  PID         -  FA4870
 FA4870  STATE/COUNTY-  NC/GASTON
 FA4870  USGS QUAD   -  GASTONIA NORTH (1993)
 FA4870
 FA4870                         *CURRENT SURVEY CONTROL
 FA4870  ___________________________________________________________________
 FA4870* NAD 83(2001)-  35 19 07.49333(N)    081 12 56.99037(W)     ADJUSTED  
 FA4870* NAVD 88     -       249.9    (meters)     820.     (feet)  VERTCON   
 FA4870  ___________________________________________________________________
 FA4870  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FA4870  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FA4870  HORZ ORDER  -  SECOND
 FA4870
 FA4870.The horizontal coordinates were established by classical geodetic methods
 FA4870.and adjusted by the National Geodetic Survey in August 2005.
 FA4870
 FA4870.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4870
 FA4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4870
 FA4870.The geoid height was determined by GEOID03.
 FA4870
 FA4870;                    North         East     Units Scale Factor Converg.
 FA4870;SPC NC       -   176,269.647   408,151.902   MT  0.99987327   -1 16 44.1
 FA4870;SPC NC       -   578,311.33  1,339,078.37   sFT  0.99987327   -1 16 44.1
 FA4870;UTM  17      - 3,908,413.315   480,381.759   MT  0.99960474   -0 07 29.2
 FA4870
 FA4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4870!SPC NC       -   0.99996572  x   0.99987327  =   0.99983899
 FA4870!UTM  17      -   0.99996572  x   0.99960474  =   0.99957047
 FA4870
 FA4870                          SUPERSEDED SURVEY CONTROL
 FA4870
 FA4870  NAD 83(1986)-  35 19 07.50933(N)    081 12 56.99300(W) AD(       ) 2
 FA4870  NGVD 29 (09/01/92)  250.1    (m)          821.     (f) VERT ANG    3  
 FA4870
 FA4870.Superseded values are not recommended for survey control.
 FA4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4870.See file dsdata.txt to determine how the superseded data were derived.
 FA4870
 FA4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8038208413(NAD 83)
 FA4870_MARKER: DE = TRAVERSE STATION DISK
 FA4870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4870_SP_SET: CONCRETE POST
 FA4870_STAMPING: AMOCO 1984
 FA4870_MARK LOGO: NCGS  
 FA4870_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4870+STABILITY: SURFACE MOTION
 FA4870
 FA4870  HISTORY     - Date     Condition        Report By
 FA4870  HISTORY     - 1984     MONUMENTED       NCGS
 FA4870  HISTORY     - 20000112 MARK NOT FOUND   USPSQD
 FA4870
 FA4870                          STATION DESCRIPTION
 FA4870
 FA4870'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4870'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) WEST OF DALLAS AND 7.2 KM
 FA4870'(4.5 MI) EAST-NORTHEAST OF BESSEMER CITY.
 FA4870'ALONG NC 279 FOR 2.4 KM (1.5 MI) NORTHWEST FROM US 321, IN A GRASS
 FA4870'ISLAND AT PASOUR AMOCO SERVICE STATION, OR 0.25 KM (0.16 MI) WEST OF
 FA4870'SR 1461.
 FA4870'MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 1 FOOT HIGHER THAN THE
 FA4870'HIGHWAY.  LOCATED 10.9 M (35.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 FA4870'OF NC 279, 20.0 M (65.6 FT) NORTHEAST OF THE EAST END OF A GAS PUMP
 FA4870'ISLAND, 10.9 M (35.8 FT) EAST OF A METAL SERVICE STATION SIGN, 6.7 M
 FA4870'(22.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A STORM DRAIN, 10.1 M
 FA4870'(33.1 FT) SOUTHEAST OF A SOUTHERN BELL CONCRETE WARNING POST, 29.9 M
 FA4870'(98.1 FT) NORTHEAST OF THE NORTHWEST CORNER OF PASOUR AMOCO
 FA4870'STATION--AND 0.7 M (2.3 FT) EAST OF A SPLIT RAIL FENCE POST, 20.9 M
 FA4870'(68.6 FT) NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FA4870
 FA4870                          STATION RECOVERY (2000)
 FA4870
 FA4870'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3170 ***********************************************************************
 FB3170  DESIGNATION -  AMOCO 2
 FB3170  PID         -  FB3170
 FB3170  STATE/COUNTY-  NC/BUNCOMBE
 FB3170  USGS QUAD   -  WEAVERVILLE (1983)
 FB3170
 FB3170                         *CURRENT SURVEY CONTROL
 FB3170  ___________________________________________________________________
 FB3170* NAD 83(2001)-  35 37 46.17411(N)    082 33 08.90113(W)     ADJUSTED  
 FB3170* NAVD 88     -       659.0    (meters)    2162.     (feet)  VERT ANG  
 FB3170  ___________________________________________________________________
 FB3170  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 FB3170  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3170  HORZ ORDER  -  SECOND
 FB3170
 FB3170.The horizontal coordinates were established by classical geodetic methods
 FB3170.and adjusted by the National Geodetic Survey in August 2005.
 FB3170
 FB3170.The orthometric height was determined by vertical angle observations.
 FB3170
 FB3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3170
 FB3170.The geoid height was determined by GEOID03.
 FB3170
 FB3170;                    North         East     Units Scale Factor Converg.
 FB3170;SPC NC       -   214,250.712   287,908.363   MT  0.99989426   -2 03 01.4
 FB3170;SPC NC       -   702,920.88    944,579.35   sFT  0.99989426   -2 03 01.4
 FB3170;UTM  17      - 3,943,964.687   359,422.209   MT  0.99984353   -0 54 16.3
 FB3170
 FB3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3170!SPC NC       -   0.99990125  x   0.99989426  =   0.99979552
 FB3170!UTM  17      -   0.99990125  x   0.99984353  =   0.99974479
 FB3170
 FB3170:                Primary Azimuth Mark                     Grid Az
 FB3170:SPC NC       -  GRACE                                    197 27 07.0
 FB3170:UTM  17      -  GRACE                                    196 18 21.9
 FB3170
 FB3170|---------------------------------------------------------------------|
 FB3170| PID    Reference Object                     Distance      Geod. Az  |
 FB3170|                                                           dddmmss.s |
 FB3170| FB3171 GRACE                               436.639 METERS 1952405.6 |
 FB3170| FB3173 RAIL 2                              311.386 METERS 32545     |
 FB3170|---------------------------------------------------------------------|
 FB3170
 FB3170                          SUPERSEDED SURVEY CONTROL
 FB3170
 FB3170  NAD 83(1995)-  35 37 46.17469(N)    082 33 08.90106(W) AD(       ) 2
 FB3170  NAD 83(1986)-  35 37 46.18116(N)    082 33 08.89878(W) AD(       ) 2
 FB3170  NAD 27      -  35 37 45.78582(N)    082 33 09.43342(W) AD(       ) 2
 FB3170  NGVD 29 (07/19/86)  658.8    (m)         2161.     (f) VERT ANG    3  
 FB3170
 FB3170.Superseded values are not recommended for survey control.
 FB3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3170.See file dsdata.txt to determine how the superseded data were derived.
 FB3170
 FB3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5942243965(NAD 83)
 FB3170_MARKER: DE = TRAVERSE STATION DISK
 FB3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3170_SP_SET: CONCRETE POST
 FB3170_STAMPING: AMOCO 2 1975
 FB3170_MARK LOGO: NCGS  
 FB3170_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3170+STABILITY: SURFACE MOTION
 FB3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3170+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 FB3170
 FB3170  HISTORY     - Date     Condition        Report By
 FB3170  HISTORY     - 1975     MONUMENTED       NCGS
 FB3170  HISTORY     - 19910618 GOOD             NCGS
 FB3170  HISTORY     - 20041025 GOOD             MAC
 FB3170  HISTORY     - 20060323 GOOD             USPSQD
 FB3170
 FB3170                          STATION DESCRIPTION
 FB3170
 FB3170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3170'AMOCO 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB3170'IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3170'
 FB3170'AMOCO 2 IS LOCATED IN THE BEAVERDAM SECTION OF ASHEVILLE, IN THE
 FB3170'NE QUADRANT OF THE INTERSECTION OF U.S. 25 (MERRIMON AVENUE) AND
 FB3170'NC 694 (BEAVERDAM ROAD) IN A GRASS AREA AT THE SW CORNER OF INGLES
 FB3170'SUPERMARKET.
 FB3170'
 FB3170'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3170'AMOCO 2 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3170'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB3170'
 FB3170'MARK IS 15.1 FT W OF WEST LEG OF INGLES NEON SIGN
 FB3170'
 FB3170'63.4 FT NE OF PP WITH ALUMINUM REF. TAG
 FB3170'
 FB3170'47.8 FT N OF CENTER OF FIRE HYDRANT
 FB3170'
 FB3170'14.2 FT E OF SE CORNER OF CONCRETE CULVERT COVER
 FB3170'
 FB3170'2.0 FT S OF CENTER OF CURBING OF INGLES SUPERMARKET
 FB3170'
 FB3170'AMOCO 1967 DESTROYED
 FB3170'
 FB3170'AMOCO 2 1975 REPLACES AMOCO 1967
 FB3170
 FB3170                          STATION RECOVERY (1991)
 FB3170
 FB3170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 FB3170'RECOVERED IN GOOD CONDITION. MARK IS ABOUT LEVEL WITH NC 694 AND
 FB3170'RECESSED 6 INCHES BELOW GROUND. LOCATED 57.6 FT (17.6 M)
 FB3170'NORTH-NORTHWEST OF THE CENTERLINE OF NC 694, 46.5 FT (14.2 M) NORTH OF
 FB3170'A FIRE HYDRANT, 46.6 FT (14.2 M) WEST-NORTHWEST OF A LARGE METAL POWER
 FB3170'POLE, 14.6 FT (4.5 M) EAST OF THE SOUTHEAST CORNER OF A CONCRETE
 FB3170'CULVERT COVER, 1.0 FT (0.3 M) SOUTH OF THE BACK OF CURBING OF INGLES
 FB3170'SUPERMARKET, AND 63.4 FT (19.3 M) NORTHEAST OF A POWER POLE WITH A
 FB3170'REFERENCE TAG.
 FB3170
 FB3170                          STATION RECOVERY (2004)
 FB3170
 FB3170'RECOVERY NOTE BY MATTERN AND CRAIG 2004 (JAN)
 FB3170'LINE OF SIGHT TO GRACE IS BLOCKED.
 FB3170
 FB3170                          STATION RECOVERY (2006)
 FB3170
 FB3170'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB3170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2329 ***********************************************************************
 EZ2329  DESIGNATION -  AMOS
 EZ2329  PID         -  EZ2329
 EZ2329  STATE/COUNTY-  NC/GUILFORD
 EZ2329  USGS QUAD   -  CLIMAX (1982)
 EZ2329
 EZ2329                         *CURRENT SURVEY CONTROL
 EZ2329  ___________________________________________________________________
 EZ2329* NAD 83(2001)-  35 54 47.73725(N)    079 41 07.01056(W)     ADJUSTED  
 EZ2329* NAVD 88     -       252.262  (meters)     827.63   (feet)  ADJUSTED  
 EZ2329  ___________________________________________________________________
 EZ2329  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 EZ2329  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EZ2329  DYNAMIC HT  -         252.052 (meters)     826.94  (feet)  COMP
 EZ2329  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 EZ2329
 EZ2329  HORZ ORDER  -  SECOND
 EZ2329  VERT ORDER  -  SECOND    CLASS I
 EZ2329
 EZ2329.The horizontal coordinates were established by classical geodetic methods
 EZ2329.and adjusted by the National Geodetic Survey in August 2005.
 EZ2329
 EZ2329.The orthometric height was determined by differential leveling
 EZ2329.and adjusted in June 1991.
 EZ2329
 EZ2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2329
 EZ2329.The geoid height was determined by GEOID03.
 EZ2329
 EZ2329.The dynamic height is computed by dividing the NAVD 88
 EZ2329.geopotential number by the normal gravity value computed on the
 EZ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2329.degrees latitude (g = 980.6199 gals.).
 EZ2329
 EZ2329.The modeled gravity was interpolated from observed gravity values.
 EZ2329
 EZ2329;                    North         East     Units Scale Factor Converg.
 EZ2329;SPC NC       -   240,190.221   547,750.450   MT  0.99993912   -0 23 43.9
 EZ2329;SPC NC       -   788,024.08  1,797,077.93   sFT  0.99993912   -0 23 43.9
 EZ2329;UTM  17      - 3,975,126.217   618,625.422   MT  0.99977340   +0 46 16.5
 EZ2329
 EZ2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2329!SPC NC       -   0.99996516  x   0.99993912  =   0.99990429
 EZ2329!UTM  17      -   0.99996516  x   0.99977340  =   0.99973857
 EZ2329
 EZ2329:                Primary Azimuth Mark                     Grid Az
 EZ2329:SPC NC       -  HEMPHILL                                 067 51 32.6
 EZ2329:UTM  17      -  HEMPHILL                                 066 41 32.2
 EZ2329
 EZ2329|---------------------------------------------------------------------|
 EZ2329| PID    Reference Object                     Distance      Geod. Az  |
 EZ2329|                                                           dddmmss.s |
 EZ2329| EZ2328 HEMPHILL                            447.624 METERS 0672748.7 |
 EZ2329| EZ3836 LEDBETTER                           479.611 METERS 2460009.7 |
 EZ2329|---------------------------------------------------------------------|
 EZ2329
 EZ2329                          SUPERSEDED SURVEY CONTROL
 EZ2329
 EZ2329  NAD 83(1986)-  35 54 47.74246(N)    079 41 07.01763(W) AD(       ) 2
 EZ2329  NAD 27      -  35 54 47.24555(N)    079 41 07.91920(W) AD(       ) 2
 EZ2329  NGVD 29 (??/??/92)  252.480  (m)          828.34   (f) ADJ UNCH    2 1
 EZ2329
 EZ2329.Superseded values are not recommended for survey control.
 EZ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2329.See file dsdata.txt to determine how the superseded data were derived.
 EZ2329
 EZ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1862575126(NAD 83)
 EZ2329_MARKER: DD = SURVEY DISK
 EZ2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2329_STAMPING: AMOS 1975
 EZ2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2329+STABILITY: SURFACE MOTION
 EZ2329
 EZ2329  HISTORY     - Date     Condition        Report By
 EZ2329  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2329  HISTORY     - 1975     GOOD             NCGS
 EZ2329
 EZ2329                          STATION DESCRIPTION
 EZ2329
 EZ2329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2329'AMOS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2329'THE VICINITY OF JULIAN, NORTH CAROLINA.
 EZ2329'
 EZ2329'AMOS IS LOCATED APPROXIMATELY 1.5 MILES WEST OF JULIAN, 1.8
 EZ2329'MILES EAST OF CLIMAX, AND 7.6 MILES WNW OF LIBERTY.  TO REACH
 EZ2329'STATION FROM THE NC 62 OVERPASS OF U.S. 421 WEST OF JULIAN,
 EZ2329'PROCEED WEST ALONG NC 62 FOR 0.45 MILES TO A DIRT DRIVE SOUTH,
 EZ2329'AND STATION APPROXIMATELY 200 FEET SOUTH ALONG ROAD AT THE
 EZ2329'SOUTHERN RAILROAD TRACKS, IN THE NW QUADRANT OF THE GRADE
 EZ2329'CROSSING.
 EZ2329'
 EZ2329'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2329'AMOS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2329'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2329'
 EZ2329'MARK IS 197.8 FT S OF C/L OF NC 62
 EZ2329'
 EZ2329'11.6 FT WSW OF C/L OF DIRT ROAD
 EZ2329'
 EZ2329'6.3 FT NNW OF NORTHERNMOST RAIL
 EZ2329'
 EZ2329'14.4 FT WNW OF C/L OF GRADE CROSSING
 EZ2329'
 EZ2329'74.3 FT SE OF PP 29 WITH ALUMINUM REF. TAG
 EZ2329'
 EZ2329'28.1 FT ESE OF 4 IN LOBLOLLY PINE WITH ALUMINUM REF. TAG
 EZ2329
 EZ2329                          STATION RECOVERY (1975)
 EZ2329
 EZ2329'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2329'1.5 MI W FROM JULIAN.
 EZ2329'STATION IS 1.8 MILES EAST OF CLIMAX AND 7.6 MILES WNW OF LIBERTY.  TO
 EZ2329'REACH STATION FROM THE NC 62 OVERPASS OF US 421 WEST OF JULIAN,
 EZ2329'PROCEED WEST ALONG NC 62 FOR 0.45 MILE TO A DIRT DRIVE SOUTH, AND
 EZ2329'STATION APPROXIMATELY 200 FEET SOUTH ALONG ROAD AT THE SOUTHERN
 EZ2329'RAILROAD TRACKS, IN THE NORTHWEST QUADRANT OF THE GRADE CROSSING.
 EZ2329'197.8 FT. S OF C/L OF NC 62, 11.6 FT. WSW OF C/L OF DIRT ROAD, 6.3 FT.
 EZ2329'NNW OF NORTHERNMOST RAIL, 14.4 FT. WNW OF C/L OF GRADE CROSSING, 74.3
 EZ2329'FT SE OF PP NO. 29 WITH ALUMINUM REF. TAG, AND 28.1 FT. ESE OF 4 INCH
 EZ2329'LOBLOLLY PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ2329'CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2282 ***********************************************************************
 EA2282  DESIGNATION -  AMOS
 EA2282  PID         -  EA2282
 EA2282  STATE/COUNTY-  NC/ONSLOW
 EA2282  USGS QUAD   -  NEW RIVER INLET (1997)
 EA2282
 EA2282                         *CURRENT SURVEY CONTROL
 EA2282  ___________________________________________________________________
 EA2282* NAD 83(2001)-  34 32 02.11578(N)    077 19 39.63028(W)     ADJUSTED  
 EA2282* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 EA2282  ___________________________________________________________________
 EA2282  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 EA2282  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 EA2282  HORZ ORDER  -  THIRD
 EA2282
 EA2282.The horizontal coordinates were established by classical geodetic methods
 EA2282.and adjusted by the National Geodetic Survey in August 2005.
 EA2282
 EA2282.The orthometric height was scaled from a topographic map.
 EA2282
 EA2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2282
 EA2282.The geoid height was determined by GEOID03.
 EA2282
 EA2282;                    North         East     Units Scale Factor Converg.
 EA2282;SPC NC       -    88,255.217   763,110.412   MT  0.99995049   +0 57 54.8
 EA2282;SPC NC       -   289,550.66  2,503,638.08   sFT  0.99995049   +0 57 54.8
 EA2282;UTM  18      - 3,823,819.379   286,377.297   MT  1.00016252   -1 19 12.2
 EA2282
 EA2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2282!SPC NC       -   1.00000496  x   0.99995049  =   0.99995545
 EA2282!UTM  18      -   1.00000496  x   1.00016252  =   1.00016748
 EA2282
 EA2282|---------------------------------------------------------------------|
 EA2282| PID    Reference Object                     Distance      Geod. Az  |
 EA2282|                                                           dddmmss.s |
 EA2282| EA3161 AMOS RM 2                            21.470 METERS 04321     |
 EA2282| EA3160 AMOS RM 1                            35.500 METERS 27928     |
 EA2282| EA2335 SWAN POINT RESET                    APPROX. 3.2 KM 2881943.7 |
 EA2282|---------------------------------------------------------------------|
 EA2282
 EA2282                          SUPERSEDED SURVEY CONTROL
 EA2282
 EA2282  NAD 83(1986)-  34 32 02.12855(N)    077 19 39.64144(W) AD(       ) 3
 EA2282  NAD 27      -  34 32 01.53818(N)    077 19 40.79166(W) AD(       ) 3
 EA2282
 EA2282.Superseded values are not recommended for survey control.
 EA2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2282.See file dsdata.txt to determine how the superseded data were derived.
 EA2282
 EA2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8637723819(NAD 83)
 EA2282_MARKER: DS = TRIANGULATION STATION DISK
 EA2282_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2282_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2282
 EA2282  HISTORY     - Date     Condition        Report By
 EA2282  HISTORY     - 1932     MONUMENTED       CGS
 EA2282  HISTORY     - 1950     GOOD             CGS
 EA2282  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2282
 EA2282                          STATION DESCRIPTION
 EA2282
 EA2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (APR)
 EA2282'ABOUT 0.6 MILE NORTHEAST OF NEW RIVER INLET, IN SLIGHT HOLLOW
 EA2282'OFF SOUTHERLY GROUP OF DUNES, ABOUT 150 YARDS SOUTHEAST OF 2
 EA2282'PROMINENT DUNES, ABOUT 35 YARDS SOUTH OF MURKLE BUSHES ON EDGE
 EA2282'OF MARSH, AND ABOUT 50 YARDS SOUTHWEST OF GROUP OF MURKLE BUSHES
 EA2282'IN LOW LAND BETWEEN 2 GROUPS OF DUNES.  MARKED BY STANDARD
 EA2282'STATION DISK IN CENTER OF TOP OF TILE EMBEDDED IN GROUND.
 EA2282'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CENTER OF
 EA2282'TOP OF TILE EMBEDDED IN GROUND.  NO. 1 IS IN HOLLOW
 EA2282'NORTHEAST OF 2 HIGH DUNES, AND 35.50 METERS (116.5 FEET) FROM
 EA2282'STATION.  NO. 2 IS ON SLIGHT
 EA2282'HUMMOCK, AND 21.47 METERS (70.4 FEET) FROM STATION.
 EA2282
 EA2282                          STATION RECOVERY (1950)
 EA2282
 EA2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2282'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1932 DESCRIPTION
 EA2282'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EA2282'
 EA2282'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 172 AND ONSLOW
 EA2282'BEACH ROAD, TRAVEL 1.7 MILES S ON BEACH ROAD ACROSS THE BRIDGE
 EA2282'OVER INTRACOASTAL WATERWAY CANAL TO AN INTERSECTING SAND
 EA2282'ROAD.  TRAVEL 4.5 MILES W ALONG THE SAND ROAD TO THE STATION
 EA2282'SITE.  IT IS LOCATED ON THE SUMMIT OF A DUNE WHICH IS N OF THE
 EA2282'SAND RIDGE WHICH PARALLELS THE OCEAN, 141 FEET SE OF A TELEPHONE
 EA2282'LINE, 82 FEET SE OF THE SAND ROAD, 220 FEET N OF THE MEAN
 EA2282'HIGH-WATER LINE, 100 FEET S OF MYRTLE BUSHES ON THE EDGE OF THE
 EA2282'MARSH, AND APPROXIMATELY 0.6 MILE NE OF NEW RIVER
 EA2282'INLET.
 EA2282'
 EA2282'REFERENCE MARK 1 IS BELIEVED LOST DUE TO EROSION.
 EA2282'
 EA2282'REFERENCE MARK 2, LOCATED NE OF THE STATION, WAS RECOVERED IN
 EA2282'GOOD CONDITION.
 EA2282'
 EA2282'STATION MARK IS A STANDARD DISK, STAMPED AMOS 1932, AND SET IN
 EA2282'CONCRETE IN THE TOP OF A TILE PIPE EMBEDDED 5 INCHES BELOW THE
 EA2282'SURFACE OF THE GROUND.
 EA2282'
 EA2282'WITNESS MARK IS A 4- BY 4-INCH WOODEN POST, 2 FEET N OF THE
 EA2282'STATION, AND PROJECTING 18 INCHES ABOVE THE GROUND.
 EA2282
 EA2282                          STATION RECOVERY (1965)
 EA2282
 EA2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2282'LOST.  THE STATION MARK IS BELIEVED TO HAVE BEEN WASHED OUT BY
 EA2282'A HURRICANE.  EXTENSIVE EROSION IS IN EVIDENCE, MANY OF THE SAND
 EA2282'DUNES BEING CHANGED AND ERODED.
 EA2282'
 EA2282'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3787 ***********************************************************************
 EY3787  DESIGNATION -  AMOS
 EY3787  PID         -  EY3787
 EY3787  STATE/COUNTY-  NC/BEAUFORT
 EY3787  USGS QUAD   -  AURORA (1993)
 EY3787
 EY3787                         *CURRENT SURVEY CONTROL
 EY3787  ___________________________________________________________________
 EY3787* NAD 83(2001)-  35 19 20.95727(N)    076 46 40.96007(W)     ADJUSTED  
 EY3787* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3787  ___________________________________________________________________
 EY3787  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EY3787  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY3787  HORZ ORDER  -  THIRD
 EY3787
 EY3787.The horizontal coordinates were established by classical geodetic methods
 EY3787.and adjusted by the National Geodetic Survey in August 2005.
 EY3787
 EY3787.The orthometric height was scaled from a topographic map.
 EY3787
 EY3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3787
 EY3787.The geoid height was determined by GEOID03.
 EY3787
 EY3787;                    North         East     Units Scale Factor Converg.
 EY3787;SPC NC       -   176,696.875   811,597.995   MT  0.99987335   +1 16 56.8
 EY3787;SPC NC       -   579,713.00  2,662,717.76   sFT  0.99987335   +1 16 56.8
 EY3787;UTM  18      - 3,910,256.919   338,380.965   MT  0.99992191   -1 01 41.7
 EY3787
 EY3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3787!SPC NC       -   1.00000574  x   0.99987335  =   0.99987909
 EY3787!UTM  18      -   1.00000574  x   0.99992191  =   0.99992765
 EY3787
 EY3787|---------------------------------------------------------------------|
 EY3787| PID    Reference Object                     Distance      Geod. Az  |
 EY3787|                                                           dddmmss.s |
 EY3787| EY4727 AMOS RM                              13.798 METERS 15042     |
 EY3787| EY3818 KINGFISH                            APPROX. 0.8 KM 2255709.8 |
 EY3787|---------------------------------------------------------------------|
 EY3787
 EY3787                          SUPERSEDED SURVEY CONTROL
 EY3787
 EY3787  NAD 83(1986)-  35 19 20.97175(N)    076 46 40.96535(W) AD(       ) 3
 EY3787  NAD 27      -  35 19 20.35600(N)    076 46 42.23300(W) AD(       ) 3
 EY3787
 EY3787.Superseded values are not recommended for survey control.
 EY3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3787.See file dsdata.txt to determine how the superseded data were derived.
 EY3787
 EY3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3838110257(NAD 83)
 EY3787_MARKER: DS = TRIANGULATION STATION DISK
 EY3787_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3787_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3787
 EY3787  HISTORY     - Date     Condition        Report By
 EY3787  HISTORY     - 1935     MONUMENTED       CGS
 EY3787  HISTORY     - 1948     GOOD             CGS
 EY3787
 EY3787                          STATION DESCRIPTION
 EY3787
 EY3787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3787'STATION IS ON THE SOUTHERN SIDE OF SOUTH CREEK DIRECTLY W OF
 EY3787'POINT OF MARSH ON A POINT WHICH JUTS OUT INTO CREEK AS CREEK
 EY3787'BEGINS TO CURVE FROM SW.  FROM THE STATION, END OF POINT IS 92
 EY3787'METERS IN NE DIRECTION.  SHORE LINE IS 200 METERS E, 20 METERS W
 EY3787'AND 15 METERS N.  IT IS IN FAST LAND IN GROVE OF PINE TREES.
 EY3787'
 EY3787'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8-
 EY3787'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EY3787'
 EY3787'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8- BY
 EY3787'30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EY3787
 EY3787                          STATION RECOVERY (1948)
 EY3787
 EY3787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3787'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 EY3787'CONDITION.  DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL
 EY3787'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 EY3787'INADEQUATE, NEW DESCRIPTION FOLLOWS.
 EY3787'
 EY3787'STATION IS ON THE S SIDE OF SOUTH CREEK, DIRECTLY W OF SILVERTHORN
 EY3787'POINT, AND NE OF DEEP HOLE POINT, ON HOLLAND POINT.  FROM
 EY3787'THE STATION, THE EXTREME NW CORNER OF HOLLAND POINT IS 90 METERS
 EY3787'IN A NE DIRECTION, APPROXIMATE SHORELINE IS 130 METERS E, 10.7
 EY3787'METERS W TO 6-FOOT BANK AND SHORELINE, AND 11.7 METERS N TO
 EY3787'5-FOOT BANK AND SHORELINE.  STATION IS 12.0 METERS S FROM 12-INCH
 EY3787'BLAZED PINE ON WATERS EDGE, 4.3 METERS N FROM BLAZED 10-INCH
 EY3787'TWIN PINES.
 EY3787'
 EY3787'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED
 EY3787'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.  DISK IS STAMPED
 EY3787'AMOS 1935.
 EY3787'
 EY3787'REFERENCE MARK IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 EY3787'DISK SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6
 EY3787'INCHES ABOVE GROUND.  DISK IS STAMPED AMOS 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4152 ***********************************************************************
 FY4152  DESIGNATION -  AMOS
 FY4152  PID         -  FY4152
 FY4152  STATE/COUNTY-  NC/CASWELL
 FY4152  USGS QUAD   -  DANVILLE (1984)
 FY4152
 FY4152                         *CURRENT SURVEY CONTROL
 FY4152  ___________________________________________________________________
 FY4152* NAD 83(2001)-  36 30 12.53123(N)    079 28 27.02619(W)     ADJUSTED  
 FY4152* NAVD 88     -       229.7    (meters)     754.     (feet)  VERTCON   
 FY4152  ___________________________________________________________________
 FY4152  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FY4152  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FY4152  HORZ ORDER  -  SECOND
 FY4152
 FY4152.The horizontal coordinates were established by classical geodetic methods
 FY4152.and adjusted by the National Geodetic Survey in August 2005.
 FY4152
 FY4152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4152
 FY4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4152
 FY4152.The geoid height was determined by GEOID03.
 FY4152
 FY4152;                    North         East     Units Scale Factor Converg.
 FY4152;SPC NC       -   305,571.841   567,116.784   MT  1.00011144   -0 16 25.2
 FY4152;SPC NC       - 1,002,530.28  1,860,615.65   sFT  1.00011144   -0 16 25.2
 FY4152;SPC VA S     - 1,019,332.592 3,412,723.062   MT  1.00005818   -0 35 28.5
 FY4152;SPC VA S     - 3,344,260.35 11,196,575.58   sFT  1.00005818   -0 35 28.5
 FY4152;UTM  17      - 4,040,876.695   636,644.404   MT  0.99983004   +0 54 28.1
 FY4152
 FY4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4152!SPC NC       -   0.99996897  x   1.00011144  =   1.00008040
 FY4152!SPC VA S     -   0.99996897  x   1.00005818  =   1.00002715
 FY4152!UTM  17      -   0.99996897  x   0.99983004  =   0.99979901
 FY4152
 FY4152                          SUPERSEDED SURVEY CONTROL
 FY4152
 FY4152  NAD 83(1993)-  36 30 12.53227(N)    079 28 27.02638(W) AD(       ) 2
 FY4152  NAD 83(1986)-  36 30 12.53706(N)    079 28 27.03228(W) AD(       ) 2
 FY4152  NGVD 29 (01/17/91)  229.9    (m)          754.     (f) VERT ANG    3  
 FY4152
 FY4152.Superseded values are not recommended for survey control.
 FY4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4152.See file dsdata.txt to determine how the superseded data were derived.
 FY4152
 FY4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3664440877(NAD 83)
 FY4152_MARKER: DE = TRAVERSE STATION DISK
 FY4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4152_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4152+STABILITY: SURFACE MOTION
 FY4152
 FY4152  HISTORY     - Date     Condition        Report By
 FY4152  HISTORY     - 1978     MONUMENTED       NCGS
 FY4152
 FY4152                          STATION DESCRIPTION
 FY4152
 FY4152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4152'THE STATION IS LOCATED APPROXIMATELY 0.3 MILES SOUTH OF PELHAM
 FY4152'AND 6.9 MILES SOUTH OF DANVILLE, VIRGINIA.
 FY4152'
 FY4152'TO REACH THE STATION FROM THE US POST OFFICE IN PELHAM, PROCEED
 FY4152'SOUTHERLY ALONG SR 1353 FOR 0.25 MILE TO STATION ON THE LEFT, ON
 FY4152'PROLONGATION OF A BROWN AND TAN MOBILE HOME AND BETWEEN THE MOBILE
 FY4152'HOME AND THE AMOS OTIS BRICK RESIDENCE AND 0.15 MILE NORTHEAST OF
 FY4152'THE SOUTH FORK OF SR 1350 (A LOOP ROAD).
 FY4152'
 FY4152'STATION MARK IS A STANDARD DISK STAMPED---AMOS 1978---SET IN THE TOP
 FY4152'OF A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND
 FY4152'SURFACE.  THE MARK IS 40.95 FEET SOUTHEAST OF THE CENTERLINE OF
 FY4152'SR 1353, 22.6 FEET SOUTHEAST OF POWER POLE 2727 WITH REFERENCE TAG,
 FY4152'27.5 FEET SOUTH OF PROPERTY CORNER (AXLE), 12.65 FEET SOUTHWEST OF A
 FY4152'12 INCH PINE WITH REFERENCE TAG AND 19.4 FEET NORTH-NORTHWEST OF AN
 FY4152'18 INCH CHESTNUT OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6632 ***********************************************************************
 EZ6632  DESIGNATION -  AMOS
 EZ6632  PID         -  EZ6632
 EZ6632  STATE/COUNTY-  NC/WAKE
 EZ6632  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6632
 EZ6632                         *CURRENT SURVEY CONTROL
 EZ6632  ___________________________________________________________________
 EZ6632* NAD 83(2001)-  35 33 32.62647(N)    078 48 27.39620(W)     ADJUSTED  
 EZ6632* NAVD 88     -       103.9    (meters)     341.     (feet)  VERTCON   
 EZ6632  ___________________________________________________________________
 EZ6632  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 EZ6632  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EZ6632  HORZ ORDER  -  SECOND
 EZ6632
 EZ6632.The horizontal coordinates were established by classical geodetic methods
 EZ6632.and adjusted by the National Geodetic Survey in August 2005.
 EZ6632
 EZ6632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6632
 EZ6632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6632
 EZ6632.The geoid height was determined by GEOID03.
 EZ6632
 EZ6632;                    North         East     Units Scale Factor Converg.
 EZ6632;SPC NC       -   200,697.515   627,041.872   MT  0.99988693   +0 06 39.8
 EZ6632;SPC NC       -   658,455.10  2,057,219.88   sFT  0.99988693   +0 06 39.8
 EZ6632;UTM  17      - 3,937,255.341   698,704.810   MT  1.00008658   +1 16 31.4
 EZ6632
 EZ6632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6632!SPC NC       -   0.99998884  x   0.99988693  =   0.99987577
 EZ6632!UTM  17      -   0.99998884  x   1.00008658  =   1.00007542
 EZ6632
 EZ6632                          SUPERSEDED SURVEY CONTROL
 EZ6632
 EZ6632  NAD 83(1986)-  35 33 32.62640(N)    078 48 27.40496(W) AD(       ) 2
 EZ6632  NGVD 29 (03/10/93)  104.1    (m)          342.     (f) VERT ANG    3  
 EZ6632
 EZ6632.Superseded values are not recommended for survey control.
 EZ6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6632.See file dsdata.txt to determine how the superseded data were derived.
 EZ6632
 EZ6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9870537255(NAD 83)
 EZ6632_MARKER: DE = TRAVERSE STATION DISK
 EZ6632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6632_SP_SET: CONCRETE POST
 EZ6632_STAMPING: AMOS 1983
 EZ6632_MARK LOGO: NCGS  
 EZ6632_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6632+STABILITY: SURFACE MOTION
 EZ6632
 EZ6632  HISTORY     - Date     Condition        Report By
 EZ6632  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6632
 EZ6632                          STATION DESCRIPTION
 EZ6632
 EZ6632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6632'STATION IS LOCATED APPROXIMATELY 2.9 KM (1.8 MI) SOUTH-SOUTHWEST OF
 EZ6632'FUQUAY VARINA.
 EZ6632'ALONG US 401 (MAIN ST) 3.0 KM (1.85 MI) SOUTH FROM THE INTERSECTION
 EZ6632'WITH NC 42 (ACADEMY ST), OR 1.0 KM (0.6 MI) NORTH OF THE WAKE-HARNETT
 EZ6632'COUNTY LINE, ON PROLONGATION OF NORTH SIDE OF CAR PORT OF WHITE BRICK
 EZ6632'HOME.
 EZ6632'THE STATION IS A STANDARD NCGS DISK STAMPED---AMOS 1983---, SET INTO
 EZ6632'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 15 CM
 EZ6632'BELOW GROUND.  LOCATED 5.33 METERS (17.5 FT) EAST-SOUTHEAST FROM THE
 EZ6632'CENTERLINE OF HIGHWAY, 46.6 METERS (153 FT) NORTH-NORTHEAST OF
 EZ6632'CENTERLINE OF SOUTH CONCRETE DRIVEWAY, 9.20 METERS (30.2 FT) SOUTHWEST
 EZ6632'FROM THE NORTHWEST CORNER OF SOUTH BRICK PILLAR OF DRIVE, 10.0 METERS
 EZ6632'(32.8 FT) SOUTH FROM THE CENTERLINE OF NORTH CONCRETE DRIVE TO HOME,
 EZ6632'17.77 METERS (58.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH
 EZ6632'REFERENCE TAG, AND 10.73 METERS (35.2 FT) SOUTHEAST FROM THE SOUTH END
 EZ6632'OF CULVERT ASPHALT DRIVE WEST.
 EZ6632'FUQUAY VARINA SOUTHWEST TANK IS VISIABLE AS AZIMUTH ABOUT 1.3 MILES
 EZ6632'NORTHWEST OF STATION.
 EZ6632'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4795 ***********************************************************************
 AH4795  DESIGNATION -  AMPHI
 AH4795  PID         -  AH4795
 AH4795  STATE/COUNTY-  NC/WAKE
 AH4795  USGS QUAD   -  GARNER (1993)
 AH4795
 AH4795                         *CURRENT SURVEY CONTROL
 AH4795  ___________________________________________________________________
 AH4795* NAD 83(2007)-  35 44 51.17041(N)    078 35 39.40050(W)     ADJUSTED  
 AH4795* NAVD 88     -        90.1    (meters)     296.     (feet)  GPS OBS   
 AH4795  ___________________________________________________________________
 AH4795  EPOCH DATE  -        2002.00
 AH4795  X           -   1,024,858.534 (meters)                     COMP
 AH4795  Y           -  -5,080,113.439 (meters)                     COMP
 AH4795  Z           -   3,705,527.093 (meters)                     COMP
 AH4795  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 AH4795  ELLIP HEIGHT-          56.893 (meters)          (02/10/07) ADJUSTED
 AH4795  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AH4795
 AH4795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4795  Type    PID    Designation                      North   East  Ellip
 AH4795  -------------------------------------------------------------------
 AH4795  NETWORK AH4795 AMPHI                             1.12   0.78   1.55
 AH4795  -------------------------------------------------------------------
 AH4795
 AH4795.The horizontal coordinates were established by GPS observations
 AH4795.and adjusted by the National Geodetic Survey in February 2007.
 AH4795
 AH4795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4795.The horizontal coordinates are valid at the epoch date displayed above.
 AH4795.The epoch date for horizontal control is a decimal equivalence
 AH4795.of Year/Month/Day.
 AH4795
 AH4795.The orthometric height was determined by GPS observations and a
 AH4795.high-resolution geoid model.
 AH4795
 AH4795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4795
 AH4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4795
 AH4795.The ellipsoidal height was determined by GPS observations
 AH4795.and is referenced to NAD 83.
 AH4795
 AH4795.The geoid height was determined by GEOID03.
 AH4795
 AH4795;                    North         East     Units Scale Factor Converg.
 AH4795;SPC NC       -   221,666.293   646,295.447   MT  0.99990994   +0 14 03.0
 AH4795;SPC NC       -   727,250.16  2,120,387.65   sFT  0.99990994   +0 14 03.0
 AH4795;UTM  17      - 3,958,617.279   717,531.412   MT  1.00018314   +1 24 21.6
 AH4795
 AH4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4795!SPC NC       -   0.99999107  x   0.99990994  =   0.99990101
 AH4795!UTM  17      -   0.99999107  x   1.00018314  =   1.00017421
 AH4795
 AH4795                          SUPERSEDED SURVEY CONTROL
 AH4795
 AH4795  NAD 83(2001)-  35 44 51.16978(N)    078 35 39.40118(W) AD(       ) 1
 AH4795  ELLIP H (03/13/03)   56.898  (m)                       GP(       ) 4 2
 AH4795  NAD 83(1986)-  35 44 51.17366(N)    078 35 39.41051(W) AD(       ) 1
 AH4795
 AH4795.Superseded values are not recommended for survey control.
 AH4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4795.See file dsdata.txt to determine how the superseded data were derived.
 AH4795
 AH4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1753158617(NAD 83)
 AH4795_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4795_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4795+WITH SETTING: PAVEMENT
 AH4795_SP_SET: CONCRETE BRIDGE FLOOR
 AH4795_STAMPING: AMPHI 1990
 AH4795_MARK LOGO: NCGS  
 AH4795_PROJECTION: FLUSH
 AH4795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4795+STABILITY: SURFACE MOTION
 AH4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4795+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AH4795
 AH4795  HISTORY     - Date     Condition        Report By
 AH4795  HISTORY     - 1990     MONUMENTED       NCGS
 AH4795  HISTORY     - 20051212 GOOD             USPSQD
 AH4795
 AH4795                          STATION DESCRIPTION
 AH4795
 AH4795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 AH4795'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTHEAST OF RALEIGH, 2.8 MI
 AH4795'(4.5 KM) NORTH-NORTHEAST OF GARNER. AT THE SR 2542 (ROCK QUARRY RD)
 AH4795'OVERPASS OF I-40 (NO INTERCHANGE). ALONG SR 2542 (ROCK QUARRY ROAD)
 AH4795'FOR 1.6 MI (2.6 KM) SOUTH AND EAST FROM THE I-40 EXIT 300 INTERCHANGE
 AH4795'(IN SOUTHEAST RALEIGH), IN THE NORTHEAST CORNER OF THE CONCRETE BRIDGE
 AH4795'FLOOR. LOCATED 17.6 FT (5.4 M) NORTH OF THE CENTERLINE OF ROAD, 30.5
 AH4795'FT (9.3 M) EAST OF THE WEST END IF THE NORTH CONCRETE BRIDGE RAIL, 2.2
 AH4795'FT (0.7 M) SOUTH OF THE EDGE OF THE CONCRETE BRIDGE RAIL, AND 44.2 FT
 AH4795'(13.5 M) EAST OF A STORM DRAIN.
 AH4795
 AH4795                          STATION RECOVERY (2005)
 AH4795
 AH4795'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH4795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2365 ***********************************************************************
 FB2365  DESIGNATION -  AMS 681
 FB2365  PID         -  FB2365
 FB2365  STATE/COUNTY-  NC/SWAIN
 FB2365  USGS QUAD   -  FONTANA DAM (1978)
 FB2365
 FB2365                         *CURRENT SURVEY CONTROL
 FB2365  ___________________________________________________________________
 FB2365* NAD 83(1986)-  35 26 53.     (N)    083 48 57.     (W)     SCALED    
 FB2365* NAVD 88     -       405.772  (meters)    1331.27   (feet)  ADJUSTED  
 FB2365  ___________________________________________________________________
 FB2365  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 FB2365  DYNAMIC HT  -         405.359 (meters)    1329.92  (feet)  COMP
 FB2365  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 FB2365
 FB2365  VERT ORDER  -  FIRST     CLASS II
 FB2365
 FB2365.The horizontal coordinates were scaled from a topographic map and have
 FB2365.an estimated accuracy of +/- 6 seconds.
 FB2365
 FB2365.The orthometric height was determined by differential leveling
 FB2365.and adjusted in June 1991.
 FB2365
 FB2365.The geoid height was determined by GEOID03.
 FB2365
 FB2365.The dynamic height is computed by dividing the NAVD 88
 FB2365.geopotential number by the normal gravity value computed on the
 FB2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2365.degrees latitude (g = 980.6199 gals.).
 FB2365
 FB2365.The modeled gravity was interpolated from observed gravity values.
 FB2365
 FB2365;                    North         East    Units  Estimated Accuracy
 FB2365;SPC NC       -   198,970.      172,610.      MT  (+/- 180 meters Scaled)
 FB2365
 FB2365                          SUPERSEDED SURVEY CONTROL
 FB2365
 FB2365  NGVD 29 (12/12/91)  405.854  (m)         1331.54   (f) ADJUSTED    1 2
 FB2365
 FB2365.Superseded values are not recommended for survey control.
 FB2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2365.See file dsdata.txt to determine how the superseded data were derived.
 FB2365
 FB2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV444263(NAD 83)
 FB2365_MARKER: DD = SURVEY DISK
 FB2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2365_SP_SET: CONCRETE POST
 FB2365_STAMPING: AMS 681
 FB2365_MARK LOGO: TVA   
 FB2365_PROJECTION: PROJECTING 5 CENTIMETERS
 FB2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2365+STABILITY: SURFACE MOTION
 FB2365
 FB2365  HISTORY     - Date     Condition        Report By
 FB2365  HISTORY     - UNK      MONUMENTED       TVA
 FB2365  HISTORY     - 1983     GOOD             NGS
 FB2365  HISTORY     - 20051227 GOOD             GEOCAC
 FB2365
 FB2365                          STATION DESCRIPTION
 FB2365
 FB2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2365'1.8 KM (1.1 MI) NW FROM FONTANA VILLAGE.
 FB2365'1.8 KM (1.1 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 FB2365'FONTANA ROAD IN FONTANA VILLAGE TO THE MARK ON THE RIGHT, AT THE
 FB2365'NORTHEAST END OF THE HIGHWAY BRIDGE OVER THE LITTLE TENNESSEE RIVER,
 FB2365'3.81 METERS (12.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 FB2365'HIGHWAY, 11.49 METERS (37.7 FT) NORTHWEST OF SIGNS (VISITORS RECEPTION
 FB2365'TOP OF DAM AND LOWER LEVEL OBSERVATION), 0.30 METER (1.0 FT) NORTHEAST
 FB2365'OF THE NORTHEAST END OF THE BRIDGE.
 FB2365'THE MARK IS 1.15 METERS  NNW FROM A WITNESS POST.
 FB2365'THE MARK IS 0.06 M ABOVE HIGHWAY.
 FB2365
 FB2365                          STATION RECOVERY (2005)
 FB2365
 FB2365'RECOVERY NOTE BY GEOCACHING 2005 (MWS)
 FB2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2496 ***********************************************************************
 EZ2496  DESIGNATION -  AMSBURY
 EZ2496  PID         -  EZ2496
 EZ2496  STATE/COUNTY-  NC/WAKE
 EZ2496  USGS QUAD   -  RALEIGH EAST (1993)
 EZ2496
 EZ2496                         *CURRENT SURVEY CONTROL
 EZ2496  ___________________________________________________________________
 EZ2496* NAD 83(2001)-  35 47 54.20439(N)    078 33 31.70064(W)     ADJUSTED  
 EZ2496* NAVD 88     -        81.911  (meters)     268.74   (feet)  ADJUSTED  
 EZ2496  ___________________________________________________________________
 EZ2496  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 EZ2496  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 EZ2496  DYNAMIC HT  -          81.840 (meters)     268.50  (feet)  COMP
 EZ2496  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 EZ2496
 EZ2496  HORZ ORDER  -  SECOND
 EZ2496  VERT ORDER  -  SECOND    CLASS II
 EZ2496
 EZ2496.The horizontal coordinates were established by classical geodetic methods
 EZ2496.and adjusted by the National Geodetic Survey in August 2005.
 EZ2496
 EZ2496.The orthometric height was determined by differential leveling
 EZ2496.and adjusted in June 1991.
 EZ2496
 EZ2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2496
 EZ2496.The geoid height was determined by GEOID03.
 EZ2496
 EZ2496.The dynamic height is computed by dividing the NAVD 88
 EZ2496.geopotential number by the normal gravity value computed on the
 EZ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2496.degrees latitude (g = 980.6199 gals.).
 EZ2496
 EZ2496.The modeled gravity was interpolated from observed gravity values.
 EZ2496
 EZ2496;                    North         East     Units Scale Factor Converg.
 EZ2496;SPC NC       -   227,320.686   649,478.525   MT  0.99991800   +0 15 16.7
 EZ2496;SPC NC       -   745,801.28  2,130,830.79   sFT  0.99991800   +0 15 16.7
 EZ2496;UTM  17      - 3,964,337.228   720,598.935   MT  1.00019969   +1 25 42.7
 EZ2496
 EZ2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2496!SPC NC       -   0.99999236  x   0.99991800  =   0.99991036
 EZ2496!UTM  17      -   0.99999236  x   1.00019969  =   1.00019205
 EZ2496
 EZ2496|---------------------------------------------------------------------|
 EZ2496| PID    Reference Object                     Distance      Geod. Az  |
 EZ2496|                                                           dddmmss.s |
 EZ2496| EZ5075 MOBILE                              376.357 METERS 27445     |
 EZ2496|---------------------------------------------------------------------|
 EZ2496
 EZ2496                          SUPERSEDED SURVEY CONTROL
 EZ2496
 EZ2496  NAD 83(1986)-  35 47 54.20898(N)    078 33 31.71061(W) AD(       ) 2
 EZ2496  NAD 27      -  35 47 53.67428(N)    078 33 32.69703(W) AD(       ) 2
 EZ2496  NGVD 29 (??/??/92)   82.189  (m)          269.65   (f) ADJ UNCH    2 2
 EZ2496
 EZ2496.Superseded values are not recommended for survey control.
 EZ2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2496.See file dsdata.txt to determine how the superseded data were derived.
 EZ2496
 EZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2059964337(NAD 83)
 EZ2496_MARKER: DE = TRAVERSE STATION DISK
 EZ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2496_STAMPING: AMSBURY 1965
 EZ2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2496+STABILITY: SURFACE MOTION
 EZ2496
 EZ2496  HISTORY     - Date     Condition        Report By
 EZ2496  HISTORY     - 1965     MONUMENTED       NCGS
 EZ2496  HISTORY     - 1976     GOOD             NCGS
 EZ2496  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 EZ2496
 EZ2496                          STATION DESCRIPTION
 EZ2496
 EZ2496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ2496'AMSBURY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2496'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ2496'
 EZ2496'AMSBURY IS 4.7 MILES ENE OF RALEIGH AND 4.5 MILES WNW OF
 EZ2496'KNIGHTDALE.  LOCATED 1.45 MILES ENE ALONG U.S. 64 FROM BRIDGE
 EZ2496'ON U.S. 64 OVER BELTLINE (BYPASS).  0.3 MILES E OF SR
 EZ2496'2036.  0.3 MILES W OF SR 2216.  AT THE SW CORNER OF PASTURE AT
 EZ2496'AMSBURY HOUSE AND ON N SIDE OF U.S. 64.
 EZ2496'
 EZ2496'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2496'AMSBURY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2496'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2496'
 EZ2496'MARK IS
 EZ2496'
 EZ2496'49.5 FT N OF C/L OF W BOUND LANE
 EZ2496'
 EZ2496'38.0 FT N OF YELLOW ARROW PAINTED ON W BOUND LANE
 EZ2496'
 EZ2496'6.7 FT S OF PP WITH ALUMINUM REF. TAG
 EZ2496'
 EZ2496'23.0 FT W OF 3RD POST FROM CORNER WITH ALUMINUM REF. TAG
 EZ2496'
 EZ2496'28.4 FT NW OF C/L OF DRAIN COVER
 EZ2496'
 EZ2496'15.1 FT E OF C/L OF DRIVEWAY
 EZ2496'
 EZ2496'8.5 FT W OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2496'
 EZ2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2496
 EZ2496                          STATION RECOVERY (1976)
 EZ2496
 EZ2496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2496'4.7 MI E FROM RALEIGH.
 EZ2496'TO REACH STATION FROM THE NEW BERN AVE. OVERPASS OF THE BELTLINE,
 EZ2496'PROCEED EAST ALONG US 64 (NEW BERN AVE.) FOR 1.45 MILES TO STATION ON
 EZ2496'LEFT AT THE SOUTHWEST CORNER OF A PASTURE AT THE AMSBURY RESIDENCE,
 EZ2496'1.25 MILE WEST OF THE NEUSE RIVER BRIDGE.  50.1 FT. N OF CENTERLINE OF
 EZ2496'WEST BOUND LANE, 13.5 FT. E OF CENTERLINE OF DRIVEWAY, 3.0 FT. S OF
 EZ2496'POWER POLE WITH ALUMINUM REF. TAG, 7.8 FT. W OF FENCE POST WITH
 EZ2496'ALUMINUM REF. TAG, AND 27.4 FT. NW OF CENTERLINE OF DRAIN COVER. DISK
 EZ2496'IS SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH
 EZ2496'THE SURFACE OF THE GROUND.
 EZ2496
 EZ2496                          STATION RECOVERY (2004)
 EZ2496
 EZ2496'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ2496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1149 ***********************************************************************
 EY1149  DESIGNATION -  AMUSE
 EY1149  PID         -  EY1149
 EY1149  STATE/COUNTY-  NC/EDGECOMBE
 EY1149  USGS QUAD   -  TARBORO (1981)
 EY1149
 EY1149                         *CURRENT SURVEY CONTROL
 EY1149  ___________________________________________________________________
 EY1149* NAD 83(2001)-  35 54 14.93756(N)    077 33 45.07664(W)     ADJUSTED  
 EY1149* NAVD 88     -        23.753  (meters)      77.93   (feet)  ADJUSTED  
 EY1149  ___________________________________________________________________
 EY1149  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EY1149  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EY1149  DYNAMIC HT  -          23.733 (meters)      77.86  (feet)  COMP
 EY1149  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 EY1149
 EY1149  HORZ ORDER  -  SECOND
 EY1149  VERT ORDER  -  SECOND    CLASS I
 EY1149
 EY1149.The horizontal coordinates were established by classical geodetic methods
 EY1149.and adjusted by the National Geodetic Survey in August 2005.
 EY1149
 EY1149.The orthometric height was determined by differential leveling
 EY1149.and adjusted in June 1991.
 EY1149
 EY1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1149
 EY1149.The geoid height was determined by GEOID03.
 EY1149
 EY1149.The dynamic height is computed by dividing the NAVD 88
 EY1149.geopotential number by the normal gravity value computed on the
 EY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1149.degrees latitude (g = 980.6199 gals.).
 EY1149
 EY1149.The modeled gravity was interpolated from observed gravity values.
 EY1149
 EY1149;                    North         East     Units Scale Factor Converg.
 EY1149;SPC NC       -   239,905.318   739,353.588   MT  0.99993730   +0 49 46.8
 EY1149;SPC NC       -   787,089.36  2,425,695.90   sFT  0.99993730   +0 49 46.8
 EY1149;UTM  18      - 3,976,351.162   268,742.619   MT  1.00025903   -1 30 12.3
 EY1149
 EY1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1149!SPC NC       -   1.00000181  x   0.99993730  =   0.99993911
 EY1149!UTM  18      -   1.00000181  x   1.00025903  =   1.00026084
 EY1149
 EY1149:                Primary Azimuth Mark                     Grid Az
 EY1149:SPC NC       -  OVERTRACKS                               356 59 39.7
 EY1149:UTM  18      -  OVERTRACKS                               359 19 38.8
 EY1149
 EY1149|---------------------------------------------------------------------|
 EY1149| PID    Reference Object                     Distance      Geod. Az  |
 EY1149|                                                           dddmmss.s |
 EY1149| EY1148 OVERTRACKS                          APPROX. 0.6 KM 3574926.5 |
 EY1149|---------------------------------------------------------------------|
 EY1149
 EY1149                          SUPERSEDED SURVEY CONTROL
 EY1149
 EY1149  NAD 83(1986)-  35 54 14.94629(N)    077 33 45.08497(W) AD(       ) 2
 EY1149  NAD 27      -  35 54 14.38292(N)    077 33 46.17875(W) AD(       ) 2
 EY1149  NGVD 29 (??/??/92)   24.069  (m)           78.97   (f) ADJ UNCH    2 1
 EY1149
 EY1149.Superseded values are not recommended for survey control.
 EY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1149.See file dsdata.txt to determine how the superseded data were derived.
 EY1149
 EY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6874376351(NAD 83)
 EY1149_MARKER: DD = SURVEY DISK
 EY1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1149_STAMPING: AMUSE 1975
 EY1149_MARK LOGO: NCGS  
 EY1149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1149+STABILITY: SURFACE MOTION
 EY1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1149+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 EY1149
 EY1149  HISTORY     - Date     Condition        Report By
 EY1149  HISTORY     - 1975     MONUMENTED       NCGS
 EY1149  HISTORY     - 1976     GOOD             NCGS
 EY1149  HISTORY     - 20040614 SEE DESCRIPTION  NCGS
 EY1149  HISTORY     - 20051216 MARK NOT FOUND   USPSQD
 EY1149
 EY1149                          STATION DESCRIPTION
 EY1149
 EY1149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1149'AMUSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1149'THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY1149'
 EY1149'AMUSE IS LOCATED IN WEST SECTION OF TARBORO.  TO REACH STATION
 EY1149'FROM INTERSECTION OF U.S. 64 BUSINESS WITH U.S. 64 BYPASS IN NW
 EY1149'TARBORO, PROCEED SOUTHERLY ALONG U.S. 64 BYPASS FOR 1.7 MILES TO
 EY1149'STATION ON RIGHT, ON TOP OF 12 FOOT BANK, APPROXIMATELY 300 FEET
 EY1149'WEST OF AND ACROSS HIGHWAY FROM TARBORO GYMNASIUM AND COMMUNITY
 EY1149'CENTER, AND 0.4 MILE SOUTH OF THE OVERPASS BRIDGE OF THE
 EY1149'SEABOARD COAST LINE RAILROAD.
 EY1149'
 EY1149'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1149'AMUSE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY1149'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1149'
 EY1149'MARK IS 75.3 FT W OF C/L OF U.S. BYPASS
 EY1149'
 EY1149'4.3 FT S OF R/W MARKER
 EY1149'
 EY1149'72.7 FT ENE OF 15 IN OAK WITH ALUMINUM REF. TAG
 EY1149'
 EY1149'73.9 FT NE OF 36 IN OAK WITH ALUMINUM REF. TAG
 EY1149'
 EY1149'79.5 FT NNE OF 24 IN PINE WITH ALUMINUM REF. TAG
 EY1149
 EY1149                          STATION RECOVERY (1976)
 EY1149
 EY1149'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1149'IN TARBORO.
 EY1149'TO REACH STATION FROM INTERSECTION OF US 64 BUSINESS WITH US 64 BYPASS
 EY1149'IN NORTHWEST TARBORO, PROCEED SOUTHERLY ALONG US 64 BYPASS FOR 1.7
 EY1149'MILES TO STATION ON RIGHT, ON TOP OF 12 FOOT BANK, APPROXIMATELY 300
 EY1149'FEET WEST OF AND ACROSS HIGHWAY FROM TARBORO GYMNASIUM AND COMMUNITY
 EY1149'CENTER AND 0.4 MILE SOUTH OF THE OVERPASS BRIDGE OF THE SEABOARD COAST
 EY1149'LINE RAILROAD.  75.3 FT. W OF CENTERLINE OF US 64 BYPASS, 4.3 FT. S OF
 EY1149'R/W MARKER, 72.7 FT. ENE OF 15 INCH OAK WITH ALUMINUM REF. TAG, 73.9
 EY1149'FT. NE OF 36 INCH OAK WITH ALUMINUM REF. TAG AND 79.5 FT. NNE OF 24
 EY1149'INCH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A
 EY1149'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1149
 EY1149                          STATION RECOVERY (2004)
 EY1149
 EY1149'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 EY1149'NOT FOUND, PROBABLY DESTROYED. HAND HELD GPS MAPPING GRADE RECEIVER
 EY1149'COORDINATES FALL IN THE NORTHEAST CORNER OF COMFORT INN PROPERTY AND
 EY1149'THE REFERENCED 12-FOOT BANK IS GONE.
 EY1149
 EY1149                          STATION RECOVERY (2005)
 EY1149
 EY1149'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1149'MARK IS MOST LIKELY UNDER THE CORNER OF THR PARKING LOT TO A NEW
 EY1149'COMFORT INN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4871 ***********************************************************************
 FA4871  DESIGNATION -  AMUSEMENT
 FA4871  PID         -  FA4871
 FA4871  STATE/COUNTY-  NC/CATAWBA
 FA4871  USGS QUAD   -  REEPSVILLE (1970)
 FA4871
 FA4871                         *CURRENT SURVEY CONTROL
 FA4871  ___________________________________________________________________
 FA4871* NAD 83(2001)-  35 33 30.29540(N)    081 16 15.28712(W)     ADJUSTED  
 FA4871* NAVD 88     -       270.4    (meters)     887.     (feet)  VERTCON   
 FA4871  ___________________________________________________________________
 FA4871  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FA4871  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA4871  HORZ ORDER  -  SECOND
 FA4871
 FA4871.The horizontal coordinates were established by classical geodetic methods
 FA4871.and adjusted by the National Geodetic Survey in August 2005.
 FA4871
 FA4871.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4871
 FA4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4871
 FA4871.The geoid height was determined by GEOID03.
 FA4871
 FA4871;                    North         East     Units Scale Factor Converg.
 FA4871;SPC NC       -   202,963.382   403,753.184   MT  0.99988687   -1 18 38.5
 FA4871;SPC NC       -   665,889.03  1,324,646.90   sFT  0.99988687   -1 18 38.5
 FA4871;UTM  17      - 3,935,005.824   475,447.824   MT  0.99960743   -0 09 27.2
 FA4871
 FA4871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4871!SPC NC       -   0.99996256  x   0.99988687  =   0.99984943
 FA4871!UTM  17      -   0.99996256  x   0.99960743  =   0.99957000
 FA4871
 FA4871                          SUPERSEDED SURVEY CONTROL
 FA4871
 FA4871  NAD 83(1986)-  35 33 30.30517(N)    081 16 15.29043(W) AD(       ) 2
 FA4871  NGVD 29 (09/01/92)  270.6    (m)          888.     (f) VERT ANG    3  
 FA4871
 FA4871.Superseded values are not recommended for survey control.
 FA4871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4871.See file dsdata.txt to determine how the superseded data were derived.
 FA4871
 FA4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7544835006(NAD 83)
 FA4871_MARKER: DE = TRAVERSE STATION DISK
 FA4871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4871_SP_SET: CONCRETE POST
 FA4871_STAMPING: AMUSEMENT 1983
 FA4871_MARK LOGO: NCGS  
 FA4871_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4871+STABILITY: SURFACE MOTION
 FA4871
 FA4871  HISTORY     - Date     Condition        Report By
 FA4871  HISTORY     - 1983     MONUMENTED       NCGS
 FA4871  HISTORY     - 20060407 MARK NOT FOUND   USPSQD
 FA4871
 FA4871                          STATION DESCRIPTION
 FA4871
 FA4871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4871'STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) SOUTH OF STARTOWN AND 5.5 KM
 FA4871'(3.4 MI) WEST-SOUTHWEST OF MAIDEN, AT THE LINCOLN/CATAWBA COUNTY
 FA4871'LINE.
 FA4871'ALONG SR 1005 FOR 10.3 KM (6.4 MI) SOUTH FROM THE INTERSECTION WITH NC
 FA4871'10 (AT STARTOWN), ON THE RIGHT, NEAR THE SOUTHEAST CORNER OF A BRICK
 FA4871'BUILDING, OR 0.4 KM (0.2 MI) NORTH OF SR 1271.
 FA4871'MARK PROJECTS 2 INCHES ABOVE GROUND.  LOCATED 16.64 M (54.59 FT) WEST
 FA4871'OF THE CENTERLINE OF SR 1005, 1.65 M (5.41 FT) SOUTHEAST OF A 6-INCH
 FA4871'CEDAR, 4.75 M (15.58 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER,
 FA4871'AND 19.99 M (65.58 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 FA4871'BUILDING.
 FA4871
 FA4871                          STATION RECOVERY (2006)
 FA4871
 FA4871'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FA4871'STARTOWN MINISTORAGE AT LOCATION. CHAINLINK FENCE AND GATE AT LOCATION
 FA4871'OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4223 ***********************************************************************
 EZ4223  DESIGNATION -  AMY
 EZ4223  PID         -  EZ4223
 EZ4223  STATE/COUNTY-  NC/JOHNSTON
 EZ4223  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4223
 EZ4223                         *CURRENT SURVEY CONTROL
 EZ4223  ___________________________________________________________________
 EZ4223* NAD 83(2001)-  35 41 39.67686(N)    078 14 24.82878(W)     ADJUSTED  
 EZ4223* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 EZ4223  ___________________________________________________________________
 EZ4223  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EZ4223  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EZ4223  HORZ ORDER  -  SECOND
 EZ4223
 EZ4223.The horizontal coordinates were established by classical geodetic methods
 EZ4223.and adjusted by the National Geodetic Survey in August 2005.
 EZ4223
 EZ4223.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4223
 EZ4223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4223
 EZ4223.The geoid height was determined by GEOID03.
 EZ4223
 EZ4223;                    North         East     Units Scale Factor Converg.
 EZ4223;SPC NC       -   215,953.062   678,360.838   MT  0.99990235   +0 26 18.7
 EZ4223;SPC NC       -   708,506.00  2,225,588.85   sFT  0.99990235   +0 26 18.7
 EZ4223;UTM  17      - 3,953,559.373   749,718.801   MT  1.00036851   +1 36 39.8
 EZ4223
 EZ4223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4223!SPC NC       -   0.99999289  x   0.99990235  =   0.99989524
 EZ4223!UTM  17      -   0.99999289  x   1.00036851  =   1.00036140
 EZ4223
 EZ4223|---------------------------------------------------------------------|
 EZ4223| PID    Reference Object                     Distance      Geod. Az  |
 EZ4223|                                                           dddmmss.s |
 EZ4223| EZ4216 LOW                                 321.977 METERS 05157     |
 EZ4223| EZ4222 ANTNAR                              369.270 METERS 24250     |
 EZ4223|---------------------------------------------------------------------|
 EZ4223
 EZ4223                          SUPERSEDED SURVEY CONTROL
 EZ4223
 EZ4223  NAD 83(1986)-  35 41 39.68108(N)    078 14 24.84055(W) AD(       ) 2
 EZ4223  NAD 27      -  35 41 39.11335(N)    078 14 25.85064(W) AD(       ) 2
 EZ4223  NGVD 29 (07/19/86)   79.9    (m)          262.     (f) VERT ANG    3  
 EZ4223
 EZ4223.Superseded values are not recommended for survey control.
 EZ4223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4223.See file dsdata.txt to determine how the superseded data were derived.
 EZ4223
 EZ4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4971953559(NAD 83)
 EZ4223_MARKER: DE = TRAVERSE STATION DISK
 EZ4223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4223_STAMPING: AMY 1972
 EZ4223_MARK LOGO: NCGS  
 EZ4223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4223+STABILITY: SURFACE MOTION
 EZ4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4223+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 EZ4223
 EZ4223  HISTORY     - Date     Condition        Report By
 EZ4223  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4223  HISTORY     - 1987     GOOD             USPSQD
 EZ4223  HISTORY     - 20050624 GOOD             USPSQD
 EZ4223
 EZ4223                          STATION DESCRIPTION
 EZ4223
 EZ4223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4223'AMY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4223'VICINITY OF STANCILS CHAPEL CROSSROADS, NORTH CAROLINA.
 EZ4223'
 EZ4223'AMY IS LOCATED APPROXIMATELY 1.9 MILES NORTHWEST OF STANCILS CHAPEL
 EZ4223'CROSSROADS AND 6.9 MILES SSW OF MIDDLESEX.  TO REACH STATION FROM
 EZ4223'THE INTERSECTION OF NC 222 AND NC 42 AT STANCILS CHAPEL, PROCEED
 EZ4223'NORTHWEST ALONG NC 222 FOR 1.6 MILES TO INTERSECTION WITH SR
 EZ4223'1733 (DIXIE CROSSROADS), THENCE SOUTHWEST ALONG SR 1733 FOR 0.8
 EZ4223'MILE TO STATION ON LEFT, 0.35 MILE EAST OF INTERSECTION WITH NC
 EZ4223'39, AT THE NORTHWEST CORNER OF YARD OF JAMES A. JOHNSON, AND AT
 EZ4223'EDGE OF DITCH.
 EZ4223'
 EZ4223'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AMY
 EZ4223'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ4223'INCHES BELOW THE GROUND.
 EZ4223'
 EZ4223'MARK IS
 EZ4223'19.7 FEET SE OF C/L OF SR 1733.
 EZ4223'42.1 FEET SE OF 22 INCH PECAN TREE WITH ALUMINUM REF. TAG.
 EZ4223'7.1 FEET NW OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EZ4223'23.4 FEET NE OF NE CORNER OF BARN.
 EZ4223'73.6 FEET WSW OF 42 INCH OAK TREE.
 EZ4223
 EZ4223                          STATION RECOVERY (1987)
 EZ4223
 EZ4223'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4223'RECOVERED IN GOOD CONDITION.
 EZ4223
 EZ4223                          STATION RECOVERY (2005)
 EZ4223
 EZ4223'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4223'N 35 41.662
 EZ4223'W 078 14.415
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9893 ***********************************************************************
 AG9893  DESIGNATION -  AMY
 AG9893  PID         -  AG9893
 AG9893  STATE/COUNTY-  NC/ANSON
 AG9893  USGS QUAD   -  LILESVILLE (1982)
 AG9893
 AG9893                         *CURRENT SURVEY CONTROL
 AG9893  ___________________________________________________________________
 AG9893* NAD 83(2001)-  34 57 37.51091(N)    079 56 40.41934(W)     ADJUSTED  
 AG9893* NAVD 88     -       151.9    (meters)     498.     (feet)  VERT ANG  
 AG9893  ___________________________________________________________________
 AG9893  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AG9893  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 AG9893  HORZ ORDER  -  SECOND
 AG9893
 AG9893.The horizontal coordinates were established by classical geodetic methods
 AG9893.and adjusted by the National Geodetic Survey in August 2005.
 AG9893
 AG9893.The orthometric height was determined by vertical angle observations.
 AG9893
 AG9893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9893
 AG9893.The geoid height was determined by GEOID03.
 AG9893
 AG9893;                    North         East     Units Scale Factor Converg.
 AG9893;SPC NC       -   134,682.476   523,343.666   MT  0.99988544   -0 32 42.6
 AG9893;SPC NC       -   441,870.76  1,717,003.34   sFT  0.99988544   -0 32 42.6
 AG9893;UTM  17      - 3,869,162.359   596,358.802   MT  0.99971443   +0 36 17.4
 AG9893
 AG9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9893!SPC NC       -   0.99998099  x   0.99988544  =   0.99986644
 AG9893!UTM  17      -   0.99998099  x   0.99971443  =   0.99969543
 AG9893
 AG9893                          SUPERSEDED SURVEY CONTROL
 AG9893
 AG9893  NAD 83(1986)-  34 57 37.51927(N)    079 56 40.42870(W) AD(       ) 2
 AG9893
 AG9893.Superseded values are not recommended for survey control.
 AG9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9893.See file dsdata.txt to determine how the superseded data were derived.
 AG9893
 AG9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9635969162(NAD 83)
 AG9893_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9893_STAMPING: AMY 1988
 AG9893_MARK LOGO: NCGS  
 AG9893_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9893+STABILITY: SURFACE MOTION
 AG9893
 AG9893  HISTORY     - Date     Condition        Report By
 AG9893  HISTORY     - 1988     MONUMENTED       NCGS
 AG9893
 AG9893                          STATION DESCRIPTION
 AG9893
 AG9893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AG9893'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF WADESBORO AND 2.6 MI
 AG9893'(4.2 KM) EAST OF LILESVILLE. ALONG US 74 FOR 6.6 MI (10.6 KM) EAST
 AG9893'FROM US 52 SOUTH, OR 0.25 MI (0.40 KM) WEST OF SR 1744 (CLARK MOUNTAIN
 AG9893'ROAD), NEAR TOP OF THE SOUTH CUT BANK. MARK IS RECESSED 1 INCH BELOW
 AG9893'GROUND AND 5-FEET HIGHER THAN HIGHWAY. LOCATED 65.5 FT (20.0 M)
 AG9893'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES, 2.3 FT (0.7
 AG9893'M) NORTH-NORTHEAST OF WITNESS SIGN POST--AND 47.4 FT (14.4 M)
 AG9893'NORTHWEST OF A 3-INCH PINE, 45.5 FT (13.9 M) NORTHEAST OF A 5-INCH
 AG9893'CEDAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0931 ***********************************************************************
 EZ0931  DESIGNATION -  ANCHOR
 EZ0931  PID         -  EZ0931
 EZ0931  STATE/COUNTY-  NC/WAKE
 EZ0931  USGS QUAD   -  CARY (1993)
 EZ0931
 EZ0931                         *CURRENT SURVEY CONTROL
 EZ0931  ___________________________________________________________________
 EZ0931* NAD 83(2001)-  35 49 48.74912(N)    078 49 00.32753(W)     ADJUSTED  
 EZ0931* NAVD 88     -        88.061  (meters)     288.91   (feet)  ADJUSTED  
 EZ0931  ___________________________________________________________________
 EZ0931  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 EZ0931  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EZ0931  DYNAMIC HT  -          87.987 (meters)     288.67  (feet)  COMP
 EZ0931  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 EZ0931
 EZ0931  HORZ ORDER  -  SECOND
 EZ0931  VERT ORDER  -  SECOND    CLASS 0
 EZ0931
 EZ0931.The horizontal coordinates were established by classical geodetic methods
 EZ0931.and adjusted by the National Geodetic Survey in August 2005.
 EZ0931
 EZ0931.The orthometric height was determined by differential leveling
 EZ0931.and adjusted in June 1991.
 EZ0931
 EZ0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0931
 EZ0931.The geoid height was determined by GEOID03.
 EZ0931
 EZ0931.The dynamic height is computed by dividing the NAVD 88
 EZ0931.geopotential number by the normal gravity value computed on the
 EZ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0931.degrees latitude (g = 980.6199 gals.).
 EZ0931
 EZ0931.The modeled gravity was interpolated from observed gravity values.
 EZ0931
 EZ0931;                    North         East     Units Scale Factor Converg.
 EZ0931;SPC NC       -   230,777.453   626,157.093   MT  0.99992345   +0 06 20.7
 EZ0931;SPC NC       -   757,142.36  2,054,317.06   sFT  0.99992345   +0 06 20.7
 EZ0931;UTM  17      - 3,967,316.378   697,206.520   MT  1.00007924   +1 16 42.4
 EZ0931
 EZ0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0931!SPC NC       -   0.99999121  x   0.99992345  =   0.99991466
 EZ0931!UTM  17      -   0.99999121  x   1.00007924  =   1.00007045
 EZ0931
 EZ0931:                Primary Azimuth Mark                     Grid Az
 EZ0931:SPC NC       -  BRACE                                    028 56 12.4
 EZ0931:UTM  17      -  BRACE                                    027 45 50.7
 EZ0931
 EZ0931|---------------------------------------------------------------------|
 EZ0931| PID    Reference Object                     Distance      Geod. Az  |
 EZ0931|                                                           dddmmss.s |
 EZ0931| EZ0932 BRACE                               APPROX. 0.8 KM 0290233.1 |
 EZ0931|---------------------------------------------------------------------|
 EZ0931
 EZ0931                          SUPERSEDED SURVEY CONTROL
 EZ0931
 EZ0931  NAD 83(1986)-  35 49 48.75056(N)    078 49 00.34338(W) AD(       ) 2
 EZ0931  NAD 27      -  35 49 48.22444(N)    078 49 01.32386(W) AD(       ) 2
 EZ0931  NGVD 29 (??/??/92)   88.32   (m)          289.8    (f) COMPUTED    2 0
 EZ0931
 EZ0931.Superseded values are not recommended for survey control.
 EZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0931.See file dsdata.txt to determine how the superseded data were derived.
 EZ0931
 EZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9720767316(NAD 83)
 EZ0931_MARKER: DE = TRAVERSE STATION DISK
 EZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0931_STAMPING: ANCHOR 1967
 EZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0931+STABILITY: SURFACE MOTION
 EZ0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0931+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ0931
 EZ0931  HISTORY     - Date     Condition        Report By
 EZ0931  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0931  HISTORY     - 1973     GOOD             NCGS
 EZ0931  HISTORY     - 1982     GOOD             NC-183
 EZ0931  HISTORY     - 19910424 GOOD             USPSQD
 EZ0931  HISTORY     - 20040611 GOOD             USPSQD
 EZ0931  HISTORY     - 20050917 GOOD             USPSQD
 EZ0931  HISTORY     - 20051020 GOOD             USPSQD
 EZ0931
 EZ0931                          STATION DESCRIPTION
 EZ0931
 EZ0931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0931'ANCHOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0931'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA.
 EZ0931'
 EZ0931'ANCHOR IS LOCATED APPROXIMATELY 0.8 MILES EAST OF MORRISVILLE
 EZ0931'AND 3.4 MILES SW OF RALEIGH-DURHAM AIRPORT.  TO REACH STATION
 EZ0931'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN
 EZ0931'MORRISVILLE.  GO EASTERLY ON SR 1002 FOR 0.75 MILES TO
 EZ0931'STATION.  STATION IS ON THE SOUTHEAST BANK OF SR 1002 AT EDGE
 EZ0931'OF WOODS DIRECTLY IN FRONT OF A GREEN FRAME HOUSE LOCATED ON
 EZ0931'THE NORTHWEST SIDE OF SR 1002.
 EZ0931'
 EZ0931'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0931'ANCHOR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0931'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0931'
 EZ0931'MARK IS
 EZ0931'
 EZ0931'31.6 FT SE OF C/L OF SR 1002
 EZ0931'
 EZ0931'17.0 FT WNW OF 6 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ0931'
 EZ0931'21.0 FT NW OF 6 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ0931'
 EZ0931'48.5 FT NE OF TP WITH ALUMINUM REF. TAG
 EZ0931'
 EZ0931'82.5 FT SE OF PP 8 WITH TRANSFORMER AND ALUMINUM REF. TAG
 EZ0931
 EZ0931                          STATION RECOVERY (1973)
 EZ0931
 EZ0931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0931'0.7 MI NE FROM MORRISVILLE.
 EZ0931'ANCHOR IS LOCATED APPROXIMATELY 10.8 MILES WNW OF CAPITOL SQUARE
 EZ0931'IN RALEIGH.  TO REACH STATION FROM THE INTERSECTION OF NC 54 AND
 EZ0931'SR 1002 IN MORRISVILLE, PROCEED EASTERLY ALONG SR 1002 FOR 0.75
 EZ0931'MILES TO STATION ON THE RIGHT, DIRECTLY IN FRONT OF A SHINGLED
 EZ0931'HOUSE, 01.20 MILES SW OF STIRRUP CREEK, AND 01.80 MILES SW OF
 EZ0931'I-40, 31.6 FT SE OF C/L OF SR 1002, 74.5 FT E OF NE END OF CULVERT
 EZ0931'UNDER DRIVEWAY TO SHINGLED HOUSE, 48.5 FT NE OF TP WITH ALUMINUM
 EZ0931'REF. TAG, 82.5 FT SE OF PP WITH TRANSFORMER AND WITH ALUMINUM REF.
 EZ0931'TAG, 16.6 FT W OF 6 IN OAK WITH ALUMINUM REF. TAG, AND 20.5 FT NW
 EZ0931'OF 6 IN OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN CYLINDER SET
 EZ0931'FLUSH WITH THE GROUND.
 EZ0931
 EZ0931                          STATION RECOVERY (1982)
 EZ0931
 EZ0931'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC)
 EZ0931'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ0931
 EZ0931                          STATION RECOVERY (1991)
 EZ0931
 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 EZ0931'RECOVERED IN GOOD CONDITION.
 EZ0931
 EZ0931                          STATION RECOVERY (2004)
 EZ0931
 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ0931'RECOVERED IN GOOD CONDITION.
 EZ0931
 EZ0931                          STATION RECOVERY (2005)
 EZ0931
 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0931'RECOVERED IN GOOD CONDITION.
 EZ0931
 EZ0931                          STATION RECOVERY (2005)
 EZ0931
 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4219 ***********************************************************************
 EZ4219  DESIGNATION -  ANCHOR
 EZ4219  PID         -  EZ4219
 EZ4219  STATE/COUNTY-  NC/JOHNSTON
 EZ4219  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4219
 EZ4219                         *CURRENT SURVEY CONTROL
 EZ4219  ___________________________________________________________________
 EZ4219* NAD 83(2001)-  35 40 43.54364(N)    078 14 53.96104(W)     ADJUSTED  
 EZ4219* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 EZ4219  ___________________________________________________________________
 EZ4219  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 EZ4219  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 EZ4219  HORZ ORDER  -  SECOND
 EZ4219
 EZ4219.The horizontal coordinates were established by classical geodetic methods
 EZ4219.and adjusted by the National Geodetic Survey in August 2005.
 EZ4219
 EZ4219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4219
 EZ4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4219
 EZ4219.The geoid height was determined by GEOID03.
 EZ4219
 EZ4219;                    North         East     Units Scale Factor Converg.
 EZ4219;SPC NC       -   214,217.662   677,641.593   MT  0.99990029   +0 26 01.8
 EZ4219;SPC NC       -   702,812.45  2,223,229.13   sFT  0.99990029   +0 26 01.8
 EZ4219;UTM  17      - 3,951,808.809   749,034.890   MT  1.00036430   +1 36 20.6
 EZ4219
 EZ4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4219!SPC NC       -   0.99999303  x   0.99990029  =   0.99989332
 EZ4219!UTM  17      -   0.99999303  x   1.00036430  =   1.00035733
 EZ4219
 EZ4219:                Primary Azimuth Mark                     Grid Az
 EZ4219:SPC NC       -  SCARBORO                                 009 00 26.7
 EZ4219:UTM  17      -  SCARBORO                                 007 50 07.9
 EZ4219
 EZ4219|---------------------------------------------------------------------|
 EZ4219| PID    Reference Object                     Distance      Geod. Az  |
 EZ4219|                                                           dddmmss.s |
 EZ4219| EZ4220 SCARBORO                            APPROX. 0.6 KM 0092628.5 |
 EZ4219| EZ4263 ONEAL                               APPROX. 0.6 KM 1972023.1 |
 EZ4219|---------------------------------------------------------------------|
 EZ4219
 EZ4219                          SUPERSEDED SURVEY CONTROL
 EZ4219
 EZ4219  NAD 83(1986)-  35 40 43.54796(N)    078 14 53.97271(W) AD(       ) 2
 EZ4219  NAD 27      -  35 40 42.97986(N)    078 14 54.98115(W) AD(       ) 2
 EZ4219  NGVD 29 (07/19/86)   79.0    (m)          259.     (f) VERT ANG    3  
 EZ4219
 EZ4219.Superseded values are not recommended for survey control.
 EZ4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4219.See file dsdata.txt to determine how the superseded data were derived.
 EZ4219
 EZ4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4903551809(NAD 83)
 EZ4219_MARKER: DE = TRAVERSE STATION DISK
 EZ4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4219_STAMPING: ANCHOR 1972
 EZ4219_MARK LOGO: NCGS  
 EZ4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4219+STABILITY: SURFACE MOTION
 EZ4219
 EZ4219  HISTORY     - Date     Condition        Report By
 EZ4219  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4219  HISTORY     - 19920808 MARK NOT FOUND   USPSQD
 EZ4219
 EZ4219                          STATION DESCRIPTION
 EZ4219
 EZ4219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4219'ANCHOR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4219'VICINITY OF HARES CROSSROADS, NORTH CAROLINA.
 EZ4219'
 EZ4219'ANCHOR IS LOCATED APPROXIMATELY 0.7 MILE NNE OF HARES CROSSROADS AND
 EZ4219'7.2 MILES ESE OF ARCHERS LODGE.  TO REACH STATION FROM THE
 EZ4219'INTERSECTION OF NC 39 AND NC 42 AT HARES CROSSROADS, PROCEED NORTH
 EZ4219'ALONG NC 39 FOR 0.65 MILE TO STATION ON RIGHT, 0.15 MILE NORTH OF
 EZ4219'INTERSECTION WITH SR 2117, NEAR WEST CORNER OF TOBACCO BARN AND
 EZ4219'ON PROJECTION OF SOUTH SIDE OF CINDER BLOCK DWELLING.
 EZ4219'
 EZ4219'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ANCHOR
 EZ4219'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4219'FLUSH WITH THE GROUND.
 EZ4219'
 EZ4219'MARK IS
 EZ4219'24.0 FEET E OF C/L OF NC 39.
 EZ4219'19.3 FEET W OF WESTERNMOST CORNER OF TOBACCO BARN.
 EZ4219'30.5 FEET SW OF NORTHERNMOST CORNER OF TOBACCO BARN.
 EZ4219'8.8 FEET NW OF TELEPHONE SERVICE BOX.
 EZ4219'7.3 FEET SSW OF 6 INCH POST WITH ALUMINUM REF. TAG.
 EZ4219'7.8 FEET NW OF 6 INCH POST BESIDE TELEPHONE SERVICE BOX WITH
 EZ4219'ALUMINUM REF. TAG.
 EZ4219
 EZ4219                          STATION RECOVERY (1992)
 EZ4219
 EZ4219'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4515 ***********************************************************************
 AE4515  DESIGNATION -  ANCHOR
 AE4515  PID         -  AE4515
 AE4515  STATE/COUNTY-  NC/ROWAN
 AE4515  USGS QUAD   -  ROCKWELL (1987)
 AE4515
 AE4515                         *CURRENT SURVEY CONTROL
 AE4515  ___________________________________________________________________
 AE4515* NAD 83(2007)-  35 32 50.04576(N)    080 28 06.43262(W)     ADJUSTED  
 AE4515* NAVD 88     -       266.1    (meters)     873.     (feet)  GPS OBS   
 AE4515  ___________________________________________________________________
 AE4515  EPOCH DATE  -        2002.00
 AE4515  X           -     860,335.617 (meters)                     COMP
 AE4515  Y           -  -5,123,830.813 (meters)                     COMP
 AE4515  Z           -   3,687,570.137 (meters)                     COMP
 AE4515  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 AE4515  ELLIP HEIGHT-         235.405 (meters)          (02/10/07) ADJUSTED
 AE4515  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AE4515
 AE4515  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4515  Type    PID    Designation                      North   East  Ellip
 AE4515  -------------------------------------------------------------------
 AE4515  NETWORK AE4515 ANCHOR                            0.98   0.76   1.25
 AE4515  -------------------------------------------------------------------
 AE4515
 AE4515.The horizontal coordinates were established by GPS observations
 AE4515.and adjusted by the National Geodetic Survey in February 2007.
 AE4515
 AE4515.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4515.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4515.The horizontal coordinates are valid at the epoch date displayed above.
 AE4515.The epoch date for horizontal control is a decimal equivalence
 AE4515.of Year/Month/Day.
 AE4515
 AE4515.The orthometric height was determined by GPS observations and a
 AE4515.high-resolution geoid model.
 AE4515
 AE4515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4515
 AE4515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4515
 AE4515.The ellipsoidal height was determined by GPS observations
 AE4515.and is referenced to NAD 83.
 AE4515
 AE4515.The geoid height was determined by GEOID03.
 AE4515
 AE4515;                    North         East     Units Scale Factor Converg.
 AE4515;SPC NC       -   200,353.150   476,467.426   MT  0.99988584   -0 50 51.2
 AE4515;SPC NC       -   657,325.29  1,563,210.21   sFT  0.99988584   -0 50 51.2
 AE4515;UTM  17      - 3,933,862.017   548,179.587   MT  0.99962860   +0 18 32.5
 AE4515
 AE4515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4515!SPC NC       -   0.99996305  x   0.99988584  =   0.99984890
 AE4515!UTM  17      -   0.99996305  x   0.99962860  =   0.99959167
 AE4515
 AE4515|---------------------------------------------------------------------|
 AE4515| PID    Reference Object                     Distance      Geod. Az  |
 AE4515|                                                           dddmmss.s |
 AE4515| FA4142 BROWN AZ MK                         200.249 METERS 06459     |
 AE4515| FA1786 BROWN                               419.417 METERS 1780122.9 |
 AE4515|---------------------------------------------------------------------|
 AE4515
 AE4515                          SUPERSEDED SURVEY CONTROL
 AE4515
 AE4515  NAD 83(2001)-  35 32 50.04606(N)    080 28 06.43287(W) AD(       ) 1
 AE4515  ELLIP H (03/13/03)  235.400  (m)                       GP(       ) 4 2
 AE4515  NAD 83(1986)-  35 32 50.05842(N)    080 28 06.43867(W) AD(       ) 1
 AE4515  NGVD 29 (11/20/97)  266.4    (m)          874.     (f) GPS OBS     3  
 AE4515
 AE4515.Superseded values are not recommended for survey control.
 AE4515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4515.See file dsdata.txt to determine how the superseded data were derived.
 AE4515
 AE4515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4818033862(NAD 83)
 AE4515_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4515_STAMPING: ANCHOR 1991
 AE4515_MARK LOGO: NCGS  
 AE4515_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4515+STABILITY: SURFACE MOTION
 AE4515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4515+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE4515
 AE4515  HISTORY     - Date     Condition        Report By
 AE4515  HISTORY     - 1991     MONUMENTED       NCGS
 AE4515
 AE4515                          STATION DESCRIPTION
 AE4515
 AE4515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4515'STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH OF SALISBURY AND 3.4
 AE4515'MI (5.5 KM) WEST OF ROCKWELL. ALONG NC 152 FOR 3.6 MI (5.8 KM) WEST
 AE4515'FROM US 52 (IN ROCKWELL), IN THE SOUTHEAST CORNER OF THE
 AE4515'T-INTERSECTION WITH SR 2623 (EARNHARDT ROAD) AND THE SOUTH EDGE OF THE
 AE4515'ANCHOR HOUSE RESTAURANT PARKING LOT. MARK IS ABOUT 4 FEET HIGHER THAN
 AE4515'NC 152 AND FLUSH WITH GROUND. LOCATED 213.5 FT (65.1 M)
 AE4515'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 152, 77.5 FT (23.6 M)
 AE4515'EAST-SOUTHEAST OF THE CENTERLINE OF SR 2623, 123.1 FT (37.5 M)
 AE4515'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESTAURANT--AND 24.0 FT (7.3
 AE4515'M) WEST OF A POWER POLE, 76.0 FT (23.2 M) NORTH OF A POWER POLE--BOTH
 AE4515'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9065 ***********************************************************************
 AF9065  DESIGNATION -  ANCHOR
 AF9065  PID         -  AF9065
 AF9065  STATE/COUNTY-  NC/HYDE
 AF9065  USGS QUAD   -  NEW HOLLAND (1974)
 AF9065
 AF9065                         *CURRENT SURVEY CONTROL
 AF9065  ___________________________________________________________________
 AF9065* NAD 83(2001)-  35 26 49.00569(N)    076 14 16.77723(W)     ADJUSTED  
 AF9065* NAVD 88     -         1.6    (meters)       5.     (feet)  VERT ANG  
 AF9065  ___________________________________________________________________
 AF9065  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 AF9065  GEOID HEIGHT-         -38.13  (meters)                     GEOID03
 AF9065  HORZ ORDER  -  SECOND
 AF9065
 AF9065.The horizontal coordinates were established by classical geodetic methods
 AF9065.and adjusted by the National Geodetic Survey in August 2005.
 AF9065
 AF9065.The orthometric height was determined by vertical angle observations.
 AF9065
 AF9065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9065
 AF9065.The geoid height was determined by GEOID03.
 AF9065
 AF9065;                    North         East     Units Scale Factor Converg.
 AF9065;SPC NC       -   191,730.544   860,298.196   MT  0.99987837   +1 35 38.9
 AF9065;SPC NC       -   629,035.96  2,822,495.00   sFT  0.99987837   +1 35 38.9
 AF9065;UTM  18      - 3,923,313.530   387,645.850   MT  0.99975556   -0 43 05.0
 AF9065
 AF9065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9065!SPC NC       -   1.00000574  x   0.99987837  =   0.99988411
 AF9065!UTM  18      -   1.00000574  x   0.99975556  =   0.99976130
 AF9065
 AF9065                          SUPERSEDED SURVEY CONTROL
 AF9065
 AF9065  NAD 83(1986)-  35 26 49.01614(N)    076 14 16.78388(W) AD(       ) 2
 AF9065
 AF9065.Superseded values are not recommended for survey control.
 AF9065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9065.See file dsdata.txt to determine how the superseded data were derived.
 AF9065
 AF9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8764623314(NAD 83)
 AF9065_MARKER: DE = TRAVERSE STATION DISK
 AF9065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9065_STAMPING: ANCHOR 1982
 AF9065_MARK LOGO: NCGS  
 AF9065_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9065+STABILITY: SURFACE MOTION
 AF9065
 AF9065  HISTORY     - Date     Condition        Report By
 AF9065  HISTORY     - 1982     MONUMENTED       NCGS
 AF9065
 AF9065                          STATION DESCRIPTION
 AF9065
 AF9065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9065'STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) EAST-NORTHEAST OF
 AF9065'SWANQUARTER AND 23.3 KM (14.45 MI) WEST-SOUTHWEST OF ENGLEHARD. ALONG
 AF9065'US 264 FOR 2.7 KM (1.65 MI) WEST FROM NC 94, OR 0.3 KM (0.20 MI) EAST
 AF9065'FROM SR 1124, IN THE SOUTH SHOULDER. MARK IS RECESSED 4 INCHES BELOW
 AF9065'GROUND.  LOCATED 5.3 M (17.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AF9065'HIGHWAY--AND 14.7 M (48.2 FT) SOUTH OF A TELEPHONE POLE (2172), 5.7 M
 AF9065'(18.7 FT) NORTH OF A POWER POLE, AND 39.3 M (128.9 FT) WEST OF A
 AF9065'TELEPHONE POLE (2173)--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2599 ***********************************************************************
 AH2599  DESIGNATION -  ANCHOR
 AH2599  PID         -  AH2599
 AH2599  STATE/COUNTY-  NC/IREDELL
 AH2599  USGS QUAD   -  MOORESVILLE (1993)
 AH2599
 AH2599                         *CURRENT SURVEY CONTROL
 AH2599  ___________________________________________________________________
 AH2599* NAD 83(2001)-  35 30 37.58413(N)    080 50 19.36087(W)     ADJUSTED  
 AH2599* NAVD 88     -       250.2    (meters)     821.     (feet)  VERTCON   
 AH2599  ___________________________________________________________________
 AH2599  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AH2599  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AH2599  HORZ ORDER  -  SECOND
 AH2599
 AH2599.The horizontal coordinates were established by classical geodetic methods
 AH2599.and adjusted by the National Geodetic Survey in August 2005.
 AH2599
 AH2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2599
 AH2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2599
 AH2599.The geoid height was determined by GEOID03.
 AH2599
 AH2599;                    North         East     Units Scale Factor Converg.
 AH2599;SPC NC       -   196,831.077   442,826.741   MT  0.99988275   -1 03 40.5
 AH2599;SPC NC       -   645,769.96  1,452,840.73   sFT  0.99988275   -1 03 40.5
 AH2599;UTM  17      - 3,929,663.271   514,625.881   MT  0.99960264   +0 05 37.3
 AH2599
 AH2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2599!SPC NC       -   0.99996562  x   0.99988275  =   0.99984838
 AH2599!UTM  17      -   0.99996562  x   0.99960264  =   0.99956828
 AH2599
 AH2599                          SUPERSEDED SURVEY CONTROL
 AH2599
 AH2599  NAD 83(1986)-  35 30 37.59855(N)    080 50 19.36881(W) AD(       ) 2
 AH2599  NGVD 29 (08/11/98)  250.4    (m)          822.     (f) VERT ANG    3  
 AH2599
 AH2599.Superseded values are not recommended for survey control.
 AH2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2599.See file dsdata.txt to determine how the superseded data were derived.
 AH2599
 AH2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1462629663(NAD 83)
 AH2599_MARKER: DE = TRAVERSE STATION DISK
 AH2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2599_STAMPING: ANCHOR 1984
 AH2599_MARK LOGO: NCGS  
 AH2599_PROJECTION: FLUSH
 AH2599_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2599+STABILITY: SURFACE MOTION
 AH2599
 AH2599  HISTORY     - Date     Condition        Report By
 AH2599  HISTORY     - 1984     MONUMENTED       NCGS
 AH2599  HISTORY     - 20010331 GOOD             NGS
 AH2599
 AH2599                          STATION DESCRIPTION
 AH2599
 AH2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AH2599'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH-NORTHEAST OF DAVIDSON,
 AH2599'AND 8.2 KM (5.1 MI) SOUTH-SOUTHWEST OF MOORESVILLE. ALONG NC 115, AT
 AH2599'THE COUNTY LINE CROSSING OF IREDELL-MECKLENBURG COUNTIES. MARK IS 1
 AH2599'FOOT LOWER THAN THE HIGHWAY AND RECESSED 4 INCHES BELOW GROUND.
 AH2599'LOCATED 9.42 M (30.91 FT) EAST-SOUTHEAST OF THE CENTERLINE OF NC 115,
 AH2599'24.29 M (79.69 FT) NORTH OF THE NORTHMOST CORNER OF THE ANCHOR GRILL,
 AH2599'29.57 M (97.01 FT) NORTH-NORTHEAST OF THE NORTH END OF AN ABANDONED
 AH2599'GAS PUMP ISLAND--AND 1.49 M (4.89 FT) WEST-NORTHWEST OF POWER POLE NO
 AH2599'14, 30.33 M (99.51 FT) NORTH-NORTHWEST OF A NIGHT LIGHT POLE--BOTH
 AH2599'WITH REFERENCE TAGS.
 AH2599
 AH2599                          STATION RECOVERY (2001)
 AH2599
 AH2599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2599'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5851 ***********************************************************************
 AH5851  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5851  DESIGNATION -  ANCHOR
 AH5851  PID         -  AH5851
 AH5851  STATE/COUNTY-  NC/PITT
 AH5851  USGS QUAD   -  GRIFTON (1983)
 AH5851
 AH5851                         *CURRENT SURVEY CONTROL
 AH5851  ___________________________________________________________________
 AH5851* NAD 83(2007)-  35 22 13.15530(N)    077 24 11.26537(W)     ADJUSTED  
 AH5851* NAVD 88     -         9.85   (meters)      32.3    (feet)  GPS OBS   
 AH5851  ___________________________________________________________________
 AH5851  EPOCH DATE  -        2002.00
 AH5851  X           -   1,135,535.730 (meters)                     COMP
 AH5851  Y           -  -5,081,398.429 (meters)                     COMP
 AH5851  Z           -   3,671,429.962 (meters)                     COMP
 AH5851  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AH5851  ELLIP HEIGHT-         -26.457 (meters)          (02/10/07) ADJUSTED
 AH5851  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 AH5851
 AH5851  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5851  Type    PID    Designation                      North   East  Ellip
 AH5851  -------------------------------------------------------------------
 AH5851  NETWORK AH5851 ANCHOR                            1.45   1.14   2.74
 AH5851  -------------------------------------------------------------------
 AH5851
 AH5851.The horizontal coordinates were established by GPS observations
 AH5851.and adjusted by the National Geodetic Survey in February 2007.
 AH5851
 AH5851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5851.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5851.The horizontal coordinates are valid at the epoch date displayed above.
 AH5851.The epoch date for horizontal control is a decimal equivalence
 AH5851.of Year/Month/Day.
 AH5851
 AH5851.The orthometric height was determined by GPS observations and a
 AH5851.high-resolution geoid model.
 AH5851.The orthometric height was determined by GPS observations and a
 AH5851.high-resolution geoid model using precise GPS observation and
 AH5851.processing techniques.
 AH5851
 AH5851.Photographs are available for this station.
 AH5851
 AH5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5851
 AH5851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5851
 AH5851.The ellipsoidal height was determined by GPS observations
 AH5851.and is referenced to NAD 83.
 AH5851
 AH5851.The geoid height was determined by GEOID03.
 AH5851
 AH5851;                    North         East     Units Scale Factor Converg.
 AH5851;SPC NC       -   180,909.375   754,692.382   MT  0.99987472   +0 55 18.0
 AH5851;SPC NC       -   593,533.51  2,476,019.92   sFT  0.99987472   +0 55 18.0
 AH5851;UTM  18      - 3,916,762.670   281,681.732   MT  1.00018741   -1 23 29.8
 AH5851
 AH5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5851!SPC NC       -   1.00000415  x   0.99987472  =   0.99987887
 AH5851!UTM  18      -   1.00000415  x   1.00018741  =   1.00019156
 AH5851
 AH5851                          SUPERSEDED SURVEY CONTROL
 AH5851
 AH5851  NAD 83(1986)-  35 22 13.16688(N)    077 24 11.27420(W) AD(       ) 1
 AH5851  NAD 83(2001)-  35 22 13.15573(N)    077 24 11.26476(W) AD(       ) 1
 AH5851  ELLIP H (02/27/04)  -26.458  (m)                       GP(       ) 4 1
 AH5851  NAD 83(1986)-  35 22 13.16827(N)    077 24 11.27410(W) AD(       ) 2
 AH5851  NGVD 29 (12/09/98)    9.9    (m)           32.     (f) VERT ANG    3  
 AH5851
 AH5851.Superseded values are not recommended for survey control.
 AH5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5851.See file dsdata.txt to determine how the superseded data were derived.
 AH5851
 AH5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8168216763(NAD 83)
 AH5851_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5851_STAMPING: ANCHOR 1985
 AH5851_MARK LOGO: NCGS  
 AH5851_PROJECTION: FLUSH
 AH5851_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5851+STABILITY: SURFACE MOTION
 AH5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5851+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 AH5851
 AH5851  HISTORY     - Date     Condition        Report By
 AH5851  HISTORY     - 1985     MONUMENTED       NCGS
 AH5851  HISTORY     - 20030327 GOOD             NCGS
 AH5851
 AH5851                          STATION DESCRIPTION
 AH5851
 AH5851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5851'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST OF GRIFTON. ALONG NC
 AH5851'118 FOR 3.22 KM (2.00 MI) EAST FROM THE RAILROAD CROSSING TO THE
 AH5851'ENTRANCE ROAD TO OLD WNCT-TV TOWER (NOW REMOVED), IN THE NORTHWEST
 AH5851'QUADRANT OF THE T-INTERSECTION. MARK IS LEVEL WITH HIGHWAY AND 3
 AH5851'INCHES BELOW GROUND.  LOCATED 4.51 M (14.80 FT) NORTH OF THE
 AH5851'CENTERLINE OF HIGHWAY, 13.11 M (43.01 FT) WEST OF THE CENTER OF A
 AH5851'PAVED DRIVE, 16.34 M (53.61 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 AH5851'CORNER OF A LARGE CONCRETE ANCHOR PAD, 11.37 M (37.30 FT) SOUTHWEST OF
 AH5851'THE SOUTHWEST CORNER OF A BRICK SIGN FOUNDATION--AND 22.80 M (74.80
 AH5851'FT) SOUTHWEST OF AN 18-INCH OAK, 29.87 M (98.00 FT) WEST-SOUTHWEST OF
 AH5851'AN OAK CLUSTER--BOTH WITH REFERENCE TAGS.
 AH5851
 AH5851                          STATION RECOVERY (2003)
 AH5851
 AH5851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 AH5851'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 AH5851'ADDITION.
 AH5851'MARK IS RECESSED ABOUT 5-INCHES BELOW THE GROUND.  LOCATED 14.0 FT
 AH5851'(4.3 M) NORTH OF THE CENTERLINE OF HIGHWAY AND IS 28.6 FT (8.7 M)
 AH5851'SOUTH OF A SERVICE POLE (PA550) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7457 ***********************************************************************
 AC7457  DESIGNATION -  ANCHORAGE
 AC7457  PID         -  AC7457
 AC7457  STATE/COUNTY-  NC/CARTERET
 AC7457  USGS QUAD   -  BEAUFORT (1987)
 AC7457
 AC7457                         *CURRENT SURVEY CONTROL
 AC7457  ___________________________________________________________________
 AC7457* NAD 83(2007)-  34 41 58.53089(N)    076 43 48.63686(W)     ADJUSTED  
 AC7457* NAVD 88     -         2.574  (meters)       8.44   (feet)  ADJUSTED  
 AC7457  ___________________________________________________________________
 AC7457  EPOCH DATE  -        2002.00
 AC7457  X           -   1,204,941.901 (meters)                     COMP
 AC7457  Y           -  -5,109,281.258 (meters)                     COMP
 AC7457  Z           -   3,610,497.496 (meters)                     COMP
 AC7457  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AC7457  ELLIP HEIGHT-         -34.883 (meters)          (02/10/07) ADJUSTED
 AC7457  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AC7457  DYNAMIC HT  -           2.572 (meters)       8.44  (feet)  COMP
 AC7457
 AC7457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7457  Type    PID    Designation                      North   East  Ellip
 AC7457  -------------------------------------------------------------------
 AC7457  NETWORK AC7457 ANCHORAGE                         0.74   0.57   1.41
 AC7457  -------------------------------------------------------------------
 AC7457  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 AC7457
 AC7457  VERT ORDER  -  SECOND    CLASS II
 AC7457
 AC7457.The horizontal coordinates were established by GPS observations
 AC7457.and adjusted by the National Geodetic Survey in February 2007.
 AC7457
 AC7457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7457.The horizontal coordinates are valid at the epoch date displayed above.
 AC7457.The epoch date for horizontal control is a decimal equivalence
 AC7457.of Year/Month/Day.
 AC7457
 AC7457.The orthometric height was determined by differential leveling
 AC7457.and adjusted in May 1997.
 AC7457
 AC7457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7457
 AC7457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7457
 AC7457.The ellipsoidal height was determined by GPS observations
 AC7457.and is referenced to NAD 83.
 AC7457
 AC7457.The geoid height was determined by GEOID03.
 AC7457
 AC7457.The dynamic height is computed by dividing the NAVD 88
 AC7457.geopotential number by the normal gravity value computed on the
 AC7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7457.degrees latitude (g = 980.6199 gals.).
 AC7457
 AC7457.The modeled gravity was interpolated from observed gravity values.
 AC7457
 AC7457;                    North         East     Units Scale Factor Converg.
 AC7457;SPC NC       -   107,716.655   817,528.625   MT  0.99991871   +1 18 36.3
 AC7457;SPC NC       -   353,400.39  2,682,175.16   sFT  0.99991871   +1 18 36.3
 AC7457;UTM  18      - 3,841,092.067   341,535.111   MT  0.99990951   -0 59 06.5
 AC7457
 AC7457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7457!SPC NC       -   1.00000548  x   0.99991871  =   0.99992419
 AC7457!UTM  18      -   1.00000548  x   0.99990951  =   0.99991499
 AC7457
 AC7457                          SUPERSEDED SURVEY CONTROL
 AC7457
 AC7457  NAD 83(2001)-  34 41 58.53123(N)    076 43 48.63609(W) AD(       ) 1
 AC7457  ELLIP H (03/13/03)  -34.881  (m)                       GP(       ) 4 2
 AC7457  NAD 83(1986)-  34 41 58.54127(N)    076 43 48.64403(W) AD(       ) 1
 AC7457  NAVD 88 (12/16/97)    2.57   (m)            8.4    (f) LEVELING    3  
 AC7457
 AC7457.Superseded values are not recommended for survey control.
 AC7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7457.See file dsdata.txt to determine how the superseded data were derived.
 AC7457
 AC7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4153541092(NAD 83)
 AC7457_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7457_STAMPING: ANCHORAGE 1992
 AC7457_MARK LOGO: NCGS  
 AC7457_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7457+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2007
 AC7457
 AC7457  HISTORY     - Date     Condition        Report By
 AC7457  HISTORY     - 1992     MONUMENTED       NCGS
 AC7457  HISTORY     - 20030226 GOOD             USPSQD
 AC7457  HISTORY     - 20051031 GOOD             USPSQD
 AC7457  HISTORY     - 20070302 GOOD             USPSQD
 AC7457
 AC7457                          STATION DESCRIPTION
 AC7457
 AC7457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7457'STATION IS LOCATED AT ATLANTIC BEACH.$ALONG NC 58 (FORT MACON ROAD)
 AC7457'FOR 0.45 MI (0.72 KM) EAST FROM THE JUNCTION OF NC 58 AND MOREHEAD
 AC7457'AVENUE (SR 1182-IN ATLANTIC BEACH), AT MONEY ISLAND ROAD, IN THE
 AC7457'SOUTHWEST QUADRANT, ACROSS FROM THE ANCHORAGE MARINA.$MARK IS RECESSED
 AC7457'2 INCHES BELOW GROUND AND IS 2-FEET HIGHER THAN NC 58. LOCATED 47.2 FT
 AC7457'(14.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 58 TURNING LANE, 25.0
 AC7457'FT (7.6 M) NORTHWEST OF THE CENTERLINE OF MONEY ISLAND DRIVE, 8.7 FT
 AC7457'(2.7 M) SOUTHWEST OF A WATER VALVE COVER, 2.3 FT (0.7 M)
 AC7457'EAST-SOUTHEAST OF THE EAST CORNER OF CONCRETE PARKING LOT CURBING--AND
 AC7457'56.6 FT (17.3 M) SOUTHEAST OF A POWER POLE, 51.3 FT (15.6 M)
 AC7457'WEST-NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AC7457
 AC7457                          STATION RECOVERY (2003)
 AC7457
 AC7457'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 AC7457'RECOVERED IN GOOD CONDITION.
 AC7457
 AC7457                          STATION RECOVERY (2005)
 AC7457
 AC7457'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7457'RECOVERED IN GOOD CONDITION.
 AC7457
 AC7457                          STATION RECOVERY (2007)
 AC7457
 AC7457'RECOVERY NOTE BY US POWER SQUADRON 2007 (TDM)
 AC7457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1662 ***********************************************************************
 EA1662  DESIGNATION -  AND
 EA1662  PID         -  EA1662
 EA1662  STATE/COUNTY-  NC/CARTERET
 EA1662  USGS QUAD   -  MERRIMON (1983)
 EA1662
 EA1662                         *CURRENT SURVEY CONTROL
 EA1662  ___________________________________________________________________
 EA1662* NAD 83(2001)-  34 59 17.83579(N)    076 37 56.55003(W)     ADJUSTED  
 EA1662* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1662  ___________________________________________________________________
 EA1662  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EA1662  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1662  HORZ ORDER  -  THIRD
 EA1662
 EA1662.The horizontal coordinates were established by classical geodetic methods
 EA1662.and adjusted by the National Geodetic Survey in August 2005.
 EA1662
 EA1662.The orthometric height was scaled from a topographic map.
 EA1662
 EA1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1662
 EA1662.The geoid height was determined by GEOID03.
 EA1662
 EA1662;                    North         East     Units Scale Factor Converg.
 EA1662;SPC NC       -   139,940.825   825,722.405   MT  0.99988310   +1 21 59.5
 EA1662;SPC NC       -   459,122.52  2,709,057.59   sFT  0.99988310   +1 21 59.5
 EA1662;UTM  18      - 3,872,961.368   351,014.897   MT  0.99987357   -0 56 10.3
 EA1662
 EA1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1662!SPC NC       -   1.00000562  x   0.99988310  =   0.99988872
 EA1662!UTM  18      -   1.00000562  x   0.99987357  =   0.99987919
 EA1662
 EA1662|---------------------------------------------------------------------|
 EA1662| PID    Reference Object                     Distance      Geod. Az  |
 EA1662|                                                           dddmmss.s |
 EA1662| EA3162 AND RM                               15.455 METERS 17819     |
 EA1662| EA1678 GAR                                 APPROX. 2.7 KM 2522640.8 |
 EA1662|---------------------------------------------------------------------|
 EA1662
 EA1662                          SUPERSEDED SURVEY CONTROL
 EA1662
 EA1662  NAD 83(1986)-  34 59 17.84798(N)    076 37 56.56032(W) AD(       ) 3
 EA1662  NAD 27      -  34 59 17.27000(N)    076 37 57.81100(W) AD(       ) 3
 EA1662
 EA1662.Superseded values are not recommended for survey control.
 EA1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1662.See file dsdata.txt to determine how the superseded data were derived.
 EA1662
 EA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5101572961(NAD 83)
 EA1662_MARKER: DS = TRIANGULATION STATION DISK
 EA1662_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA1662_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA1662
 EA1662  HISTORY     - Date     Condition        Report By
 EA1662  HISTORY     - 1935     MONUMENTED       CGS
 EA1662  HISTORY     - 1947     GOOD             CGS
 EA1662  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EA1662
 EA1662                          STATION DESCRIPTION
 EA1662
 EA1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA1662'STATION IS ON THE S SHORE OF NEUSE RIVER ON SANDY POINT, ABOUT
 EA1662'2.7 MILES NE OF THE ENTRANCE TO ADAMS CREEK.  THE STATION
 EA1662'IS ON A SANDY KNOLL ON A SLIGHTLY ROUNDING POINT, ABOUT 7
 EA1662'FEET ABOVE HIGH WATER, AND 60 FEET FROM THE HIGH-WATER LINE.
 EA1662'
 EA1662'STATION AND REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE
 EA1662'AT THE CENTER OF THE TOP OF TILE.
 EA1662
 EA1662                          STATION RECOVERY (1947)
 EA1662
 EA1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1662'STATION AND REFERENCE MARK RECOVERED IN GOOD
 EA1662'CONDITION.  DESCRIPTION ADEQUATE, EXCEPT THE STATION IS NOW
 EA1662'40 FEET FROM THE HIGH-WATER LINE AND 10 FEET FROM THE EDGE OF
 EA1662'THE BANK.
 EA1662'
 EA1662'THE DISTANCE TO THE REFERENCE MARK WAS CHECKED AND FOUND TO
 EA1662'BE CORRECT.
 EA1662
 EA1662                          STATION RECOVERY (1963)
 EA1662
 EA1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WMR)
 EA1662'DESTROYED.  THE REFERENCE MARK WAS FOUND LYING ON THE BEACH.  THE
 EA1662'DISTANCE AND DIRECTION OF THE REFERENCE MARK FROM THE STATION
 EA1662'AS GIVEN IN THE ORIGINAL DESCRIPTION WOULD PALCE THE
 EA1662'STATION ABOUT 65 FEET OUT IN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ2454 ***********************************************************************
 AJ2454  DESIGNATION -  ANDERS
 AJ2454  PID         -  AJ2454
 AJ2454  STATE/COUNTY-  NC/HENDERSON
 AJ2454  USGS QUAD   -  ZIRCONIA (1991)
 AJ2454
 AJ2454                         *CURRENT SURVEY CONTROL
 AJ2454  ___________________________________________________________________
 AJ2454* NAD 83(2007)-  35 10 57.02084(N)    082 25 55.18931(W)     ADJUSTED  
 AJ2454* NAVD 88     -       668.3    (meters)    2193.     (feet)  GPS OBS   
 AJ2454  ___________________________________________________________________
 AJ2454  EPOCH DATE  -        2002.00
 AJ2454  X           -     687,397.561 (meters)                     COMP
 AJ2454  Y           -  -5,173,843.658 (meters)                     COMP
 AJ2454  Z           -   3,654,801.448 (meters)                     COMP
 AJ2454  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 AJ2454  ELLIP HEIGHT-         637.295 (meters)          (02/10/07) ADJUSTED
 AJ2454  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AJ2454
 AJ2454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ2454  Type    PID    Designation                      North   East  Ellip
 AJ2454  -------------------------------------------------------------------
 AJ2454  NETWORK AJ2454 ANDERS                            2.02   1.98   4.29
 AJ2454  -------------------------------------------------------------------
 AJ2454
 AJ2454.The horizontal coordinates were established by GPS observations
 AJ2454.and adjusted by the National Geodetic Survey in February 2007.
 AJ2454
 AJ2454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ2454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ2454.The horizontal coordinates are valid at the epoch date displayed above.
 AJ2454.The epoch date for horizontal control is a decimal equivalence
 AJ2454.of Year/Month/Day.
 AJ2454
 AJ2454.The orthometric height was determined by GPS observations and a
 AJ2454.high-resolution geoid model.
 AJ2454
 AJ2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2454
 AJ2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2454
 AJ2454.The ellipsoidal height was determined by GPS observations
 AJ2454.and is referenced to NAD 83.
 AJ2454
 AJ2454.The geoid height was determined by GEOID03.
 AJ2454
 AJ2454;                    North         East     Units Scale Factor Converg.
 AJ2454;SPC NC       -   164,310.234   297,099.584   MT  0.99987332   -1 58 51.0
 AJ2454;SPC NC       -   539,074.49    974,734.22   sFT  0.99987332   -1 58 51.0
 AJ2454;UTM  17      - 3,894,221.499   369,614.102   MT  0.99980952   -0 49 30.8
 AJ2454
 AJ2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2454!SPC NC       -   0.99989998  x   0.99987332  =   0.99977331
 AJ2454!UTM  17      -   0.99989998  x   0.99980952  =   0.99970952
 AJ2454
 AJ2454|---------------------------------------------------------------------|
 AJ2454| PID    Reference Object                     Distance      Geod. Az  |
 AJ2454|                                                           dddmmss.s |
 AJ2454| AJ2456 ELKS CAMP                           378.919 METERS 08645     |
 AJ2454|---------------------------------------------------------------------|
 AJ2454
 AJ2454                          SUPERSEDED SURVEY CONTROL
 AJ2454
 AJ2454  NAD 83(2001)-  35 10 57.02084(N)    082 25 55.18964(W) AD(       ) 1
 AJ2454  ELLIP H (03/13/03)  637.285  (m)                       GP(       ) 4 2
 AJ2454  NAD 83(1986)-  35 10 57.02894(N)    082 25 55.19061(W) AD(       ) 1
 AJ2454  NAD 83(1995)-  35 10 57.02081(N)    082 25 55.18934(W) AD(       ) 1
 AJ2454  ELLIP H (04/23/01)  637.297  (m)                       GP(       ) 4 2
 AJ2454
 AJ2454.Superseded values are not recommended for survey control.
 AJ2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2454.See file dsdata.txt to determine how the superseded data were derived.
 AJ2454
 AJ2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6961494221(NAD 83)
 AJ2454_MARKER: DD = SURVEY DISK
 AJ2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2454_STAMPING: ANDERS 2000
 AJ2454_MARK LOGO: SCGS  
 AJ2454_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2454+STABILITY: SURFACE MOTION
 AJ2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2454+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ2454
 AJ2454  HISTORY     - Date     Condition        Report By
 AJ2454  HISTORY     - 2000     MONUMENTED       SCGS
 AJ2454
 AJ2454                          STATION DESCRIPTION
 AJ2454
 AJ2454'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ2454'STATION IS LOCATED 4.3 MILES (6.9 KM) SOUTHWEST OF ZIRCONIA, NC, 21.9
 AJ2454'MILES (35.2 KM) NORTH OF GREENVILLE, SC.  OWNERSHIP--NCDOT.  TO REACH
 AJ2454'THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAY 25 AND STATE
 AJ2454'HIGHWAY 225/STATE ROAD 1104 (BOBS CREEKS ROAD, EXIT 1) , 4.1 MILES
 AJ2454'(6.6 KM) SOUTHWEST OF ZIRCONIA, NC AND 22.5 MILES (36.2 KM) NORTH OF
 AJ2454'GREENVILLE, SC, GO EAST NORTHEAST ON STATE HIGHWAY 225 AND ROAD 1104
 AJ2454'FOR 0.95 MILE (1.53 KM) TO THE T-JUNCTION OF STATE ROAD 1265 RIGHT AND
 AJ2454'STATE HIGHWAY 225 LEFT (OLD 25 SOUTH) , TURN RIGHT ON ROAD 1265 FOR
 AJ2454'0.95 MILE (1.53 KM) TO THE JUNCTION OF STATE ROAD 1100 (GAP CREEK
 AJ2454'ROAD) AT THE NC/SC STATE LINE, TURN RIGHT ON ROAD 1100 FOR 0.2 MILE
 AJ2454'(0.3 KM) TO THE FORK JUNCTION OF STATE ROAD 1102 (ANDERS ROAD) AND THE
 AJ2454'STATION IN THE FORK AT THE EDGE OF ROAD 1100.  STATION IS A CONCRETE
 AJ2454'POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 47.5 FEET (14.5 M)
 AJ2454'SOUTH SOUTHWEST OF THE CENTER OF ANDERS ROAD, 21.3 FEET (6.5 M)
 AJ2454'SOUTHWEST OF THE NORTH END OF A 3.6-FOOT METAL PIPE CULVERT BENEATH
 AJ2454'GAP CREEK ROAD, 17.6 FEET (5.4 M) NORTH NORTHWEST OF THE CENTER OF GAP
 AJ2454'CREEK ROAD, 80.0 FEET (24.4 M) SOUTHWEST OF A 2.2-FOOT SPRUCE PINE
 AJ2454'TREE WITH A SCGS REFERENCE WASHER ATTACHED, 101.1 FEET (30.8 M) WEST
 AJ2454'SOUTHWEST OF A 2.3-FOOT SPRUCE PINE TREE WITH A SCGS REFERENCE WASHER
 AJ2454'ATTACHED, 27.1 FEET (8.3 M) SOUTHWEST OF A ROAD SIGN POST.
 AJ2454'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION ELKS CAMP. DESCRIBED
 AJ2454'BY D.D.  WOODS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9262 ***********************************************************************
 DJ9262  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9262  DESIGNATION -  ANDERS
 DJ9262  PID         -  DJ9262
 DJ9262  STATE/COUNTY-  NC/MARTIN
 DJ9262  USGS QUAD   -  JAMESVILLE (1978)
 DJ9262
 DJ9262                         *CURRENT SURVEY CONTROL
 DJ9262  ___________________________________________________________________
 DJ9262* NAD 83(2007)-  35 45 20.32452(N)    076 58 35.56327(W)     ADJUSTED  
 DJ9262* NAVD 88     -        11.12   (meters)      36.5    (feet)  GPS OBS   
 DJ9262  ___________________________________________________________________
 DJ9262  EPOCH DATE  -        2002.00
 DJ9262  X           -   1,167,733.455 (meters)                     COMP
 DJ9262  Y           -  -5,048,579.445 (meters)                     COMP
 DJ9262  Z           -   3,706,208.356 (meters)                     COMP
 DJ9262  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DJ9262  ELLIP HEIGHT-         -25.197 (meters)          (06/18/07) ADJUSTED
 DJ9262  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 DJ9262  HORZ ORDER  -  FIRST
 DJ9262  ELLP ORDER  -  FOURTH    CLASS II
 DJ9262
 DJ9262.The horizontal coordinates were established by GPS observations
 DJ9262.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9262
 DJ9262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9262.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9262.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9262.The epoch date for horizontal control is a decimal equivalence
 DJ9262.of Year/Month/Day.
 DJ9262
 DJ9262.The orthometric height was determined by GPS observations and a
 DJ9262.high-resolution geoid model.
 DJ9262.The orthometric height was determined by GPS observations and a
 DJ9262.high-resolution geoid model using precise GPS observation and
 DJ9262.processing techniques.
 DJ9262
 DJ9262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9262
 DJ9262.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9262
 DJ9262.The ellipsoidal height was determined by GPS observations
 DJ9262.and is referenced to NAD 83.
 DJ9262
 DJ9262.The geoid height was determined by GEOID03.
 DJ9262
 DJ9262;                    North         East     Units Scale Factor Converg.
 DJ9262;SPC NC       -   224,354.652   792,575.584   MT  0.99991117   +1 10 04.4
 DJ9262;SPC NC       -   736,070.22  2,600,308.40   sFT  0.99991117   +1 10 04.4
 DJ9262;UTM  18      - 3,958,648.061   321,299.398   MT  0.99999352   -1 09 18.9
 DJ9262
 DJ9262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9262!SPC NC       -   1.00000395  x   0.99991117  =   0.99991512
 DJ9262!UTM  18      -   1.00000395  x   0.99999352  =   0.99999747
 DJ9262
 DJ9262|---------------------------------------------------------------------|
 DJ9262| PID    Reference Object                     Distance      Geod. Az  |
 DJ9262|                                                           dddmmss.s |
 DJ9262| EY5067 HARDISON RM 2                       397.566 METERS 04942     |
 DJ9262|---------------------------------------------------------------------|
 DJ9262
 DJ9262                          SUPERSEDED SURVEY CONTROL
 DJ9262
 DJ9262.No superseded survey control is available for this station.
 DJ9262
 DJ9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2129958648(NAD 83)
 DJ9262_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9262_STAMPING: ANDERS 2006
 DJ9262_MARK LOGO: NCGS  
 DJ9262_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9262_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9262+STABILITY: SURFACE MOTION
 DJ9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9262+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DJ9262
 DJ9262  HISTORY     - Date     Condition        Report By
 DJ9262  HISTORY     - 20060906 MONUMENTED       NCGS
 DJ9262
 DJ9262                          STATION DESCRIPTION
 DJ9262
 DJ9262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9262'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF WILLIAMSTON AND
 DJ9262'3.9 MI (6.28 KM) EAST-NORTHEAST OF SMITHWICK.
 DJ9262' 
 DJ9262'ALONG NC 171 FOR 6.1 MI (9.82 KM) SOUTH FROM THE INTERSECTION WITH US
 DJ9262'64 BYPASS, IN JAMESVILLE, TO A GRAVEL ROAD LEADING NORTHWEST WITH
 DJ9262'METAL GATE.
 DJ9262' 
 DJ9262'MARK IS LEVEL WITH NC 171 AND IS RECESSED 2 INCHES (5 CM) BELOW THE
 DJ9262'GROUND.  LOCATED 26.4 FT (8.0 M) NORTHWEST OF THE CENTERLINE OF NC
 DJ9262'171, 78.5 FT (23.9 M) SOUTHEAST OF THE SOUTHWEST METAL GATE POST AND
 DJ9262'14 FT (4.3 M) WEST-SOUTHWEST OF THE CENTER OF GRAVEL ROAD (ANDERS
 DJ9262'ROAD)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1000 ***********************************************************************
 FY1000  DESIGNATION -  ANDERSON
 FY1000  PID         -  FY1000
 FY1000  STATE/COUNTY-  NC/ALAMANCE
 FY1000  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY1000
 FY1000                         *CURRENT SURVEY CONTROL
 FY1000  ___________________________________________________________________
 FY1000* NAD 83(2001)-  36 08 01.57813(N)    079 29 43.74731(W)     ADJUSTED  
 FY1000* NAVD 88     -       198.267  (meters)     650.48   (feet)  ADJUSTED  
 FY1000  ___________________________________________________________________
 FY1000  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FY1000  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FY1000  DYNAMIC HT  -         198.110 (meters)     649.97  (feet)  COMP
 FY1000  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 FY1000
 FY1000  HORZ ORDER  -  SECOND
 FY1000  VERT ORDER  -  SECOND    CLASS 0
 FY1000
 FY1000.The horizontal coordinates were established by classical geodetic methods
 FY1000.and adjusted by the National Geodetic Survey in August 2005.
 FY1000
 FY1000.The orthometric height was determined by differential leveling
 FY1000.and adjusted in June 1991.
 FY1000
 FY1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1000
 FY1000.The geoid height was determined by GEOID03.
 FY1000
 FY1000.The dynamic height is computed by dividing the NAVD 88
 FY1000.geopotential number by the normal gravity value computed on the
 FY1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1000.degrees latitude (g = 980.6199 gals.).
 FY1000
 FY1000.The modeled gravity was interpolated from observed gravity values.
 FY1000
 FY1000;                    North         East     Units Scale Factor Converg.
 FY1000;SPC NC       -   264,554.969   565,002.591   MT  0.99999099   -0 17 09.5
 FY1000;SPC NC       -   867,960.76  1,853,679.33   sFT  0.99999099   -0 17 09.5
 FY1000;UTM  17      - 3,999,834.063   635,373.733   MT  0.99982580   +0 53 14.3
 FY1000
 FY1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1000!SPC NC       -   0.99997365  x   0.99999099  =   0.99996464
 FY1000!UTM  17      -   0.99997365  x   0.99982580  =   0.99979945
 FY1000
 FY1000|---------------------------------------------------------------------|
 FY1000| PID    Reference Object                     Distance      Geod. Az  |
 FY1000|                                                           dddmmss.s |
 FY1000| FY1002 WILKINS                             325.630 METERS 16036     |
 FY1000| FY0999 SIMMONS                             385.314 METERS 34513     |
 FY1000|---------------------------------------------------------------------|
 FY1000
 FY1000                          SUPERSEDED SURVEY CONTROL
 FY1000
 FY1000  NAD 83(1993)-  36 08 01.58181(N)    079 29 43.75475(W) AD(       ) 2
 FY1000  NAD 83(1986)-  36 08 01.58170(N)    079 29 43.75527(W) AD(       ) 2
 FY1000  NAD 27      -  36 08 01.09183(N)    079 29 44.67363(W) AD(       ) 2
 FY1000  NGVD 29 (??/??/92)  198.519  (m)          651.31   (f) ADJ UNCH    2 0
 FY1000
 FY1000.Superseded values are not recommended for survey control.
 FY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1000.See file dsdata.txt to determine how the superseded data were derived.
 FY1000
 FY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3537499834(NAD 83)
 FY1000_MARKER: DE = TRAVERSE STATION DISK
 FY1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1000_STAMPING: ANDERSON 1968
 FY1000_MARK LOGO: NCGS  
 FY1000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1000+STABILITY: SURFACE MOTION
 FY1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1000+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 FY1000
 FY1000  HISTORY     - Date     Condition        Report By
 FY1000  HISTORY     - 1968     MONUMENTED       NCGS
 FY1000  HISTORY     - 1973     GOOD             NCGS
 FY1000  HISTORY     - 1987     GOOD             USPSQD
 FY1000  HISTORY     - 20020808 GOOD             NCGS
 FY1000  HISTORY     - 20060809 GOOD             USPSQD
 FY1000
 FY1000                          STATION DESCRIPTION
 FY1000
 FY1000'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY1000'ANDERSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FY1000'ESTABLISHED IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY1000'
 FY1000'ANDERSON IS LOCATED APPROXIMATELY 4.2 MILES NORTHWEST OF
 FY1000'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY1000'OF NC 87 AND NC 100 ON NORTHWEST SIDE OF BURLINGTON, GO NORTH
 FY1000'ON NC 87 FOR 1.9 MILES TO STATION.  WHICH IS ON THE EAST SIDE
 FY1000'OF NC 87, NORTH SIDE OF DRIVEWAY TO ANDERSON RESIDENCE
 FY1000'(A ONE STORY WHITE FRAME HOUSE), 0.2 MILE NORTH OF INTERSECTION
 FY1000'OF SR 1547 AND NC 87, AND 1.1 MILE SOUTH OF INTERSECTION
 FY1000'OF SR 1529 AND NC 87
 FY1000'
 FY1000'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY1000'STAMPED ANDERSON 1968, SET IN THE TOP OF A CONCRETE CYLINDER,
 FY1000'THE TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY1000'
 FY1000'MARK IS
 FY1000'
 FY1000'24.0 FT E OF NC 87
 FY1000'
 FY1000'24.3 FT NNW OF PP ON E SIDE OF NC 87, AND WITH ALUMINUM
 FY1000'REF. TAG
 FY1000'
 FY1000'6.5 FT SE OF N END OF CULVERT UNDER GRAVEL DRIVEWAY TO
 FY1000'ANDERSON RESIDENCE
 FY1000'
 FY1000'20.5 FT NE OF S END OF CULVERT UNDER GRAVEL DRIVEWAY
 FY1000'TO ANDERSON RESIDENCE
 FY1000'
 FY1000'87.5 FT NE OF PP 113 ON W SIDE OF NC 87, AND WITH
 FY1000'ALUMINUM REF. TAG
 FY1000
 FY1000                          STATION RECOVERY (1973)
 FY1000
 FY1000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1000'2.2 MI N FROM ELON COLLEGE.
 FY1000'TO REACH STATION FROM Y-INTERSECTION OF NC 87 AND NC 100 AT GLEN
 FY1000'RAVEN NW OF BURLINGTON, PROCEED NORTH ALONG NC 87 FOR 1.9 MILES
 FY1000'TO STATION ON RIGHT IN NW CORNER OF ANDERSON YARD, 0.2 MILE
 FY1000'NORTH OF INTERSECTION WITH SR 1547, 24.0 FT E OF C/L OF NC 87,
 FY1000'6.5 FT SE OF N END OF CULVERT UNDER DRIVEWAY TO ANDERSON RESIDENCE,
 FY1000'20.8 FT NE OF SOUTH END OF CULVERT UNDER DRIVEWAY TO ANDERSON
 FY1000'RESIDENCE, 23.9 FT NNW OF PP WITH ALUMINUM REF. TAG, AND 30.4
 FY1000'FT SW OF 6 IN ASH.  DISK IS SET IN CONCRETE CYLINDER 1 INCH
 FY1000'BELOW THE SURFACE OF THE GROUND.
 FY1000
 FY1000                          STATION RECOVERY (1987)
 FY1000
 FY1000'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY1000'RECOVERED IN GOOD CONDITION.
 FY1000
 FY1000                          STATION RECOVERY (2002)
 FY1000
 FY1000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1000'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. THE ANDERSON
 FY1000'RESIDENCE IS NOW THE GARY WHITAKER RESIDENCE (1075). MARK IS ABOUT
 FY1000'LEVEL WITH NC 87 AND THE DRIVEWAY.
 FY1000
 FY1000                          STATION RECOVERY (2006)
 FY1000
 FY1000'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2053 ***********************************************************************
 FA2053  DESIGNATION -  ANDERSON
 FA2053  PID         -  FA2053
 FA2053  STATE/COUNTY-  NC/ANSON
 FA2053  USGS QUAD   -  OAKBORO (1971)
 FA2053
 FA2053                         *CURRENT SURVEY CONTROL
 FA2053  ___________________________________________________________________
 FA2053* NAD 83(2001)-  35 11 41.82734(N)    080 16 15.99581(W)     ADJUSTED  
 FA2053* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 FA2053  ___________________________________________________________________
 FA2053  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FA2053  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA2053  HORZ ORDER  -  SECOND
 FA2053
 FA2053.The horizontal coordinates were established by classical geodetic methods
 FA2053.and adjusted by the National Geodetic Survey in August 2005.
 FA2053
 FA2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2053
 FA2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2053
 FA2053.The geoid height was determined by GEOID03.
 FA2053
 FA2053;                    North         East     Units Scale Factor Converg.
 FA2053;SPC NC       -   161,029.441   493,857.661   MT  0.99987308   -0 44 01.1
 FA2053;SPC NC       -   528,310.76  1,620,264.68   sFT  0.99987308   -0 44 01.1
 FA2053;UTM  17      - 3,894,906.123   566,354.892   MT  0.99965426   +0 25 12.4
 FA2053
 FA2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2053!SPC NC       -   0.99998310  x   0.99987308  =   0.99985618
 FA2053!UTM  17      -   0.99998310  x   0.99965426  =   0.99963736
 FA2053
 FA2053:                Primary Azimuth Mark                     Grid Az
 FA2053:SPC NC       -  BURGESS HUB                              343 23 34.4
 FA2053:UTM  17      -  BURGESS HUB                              342 14 20.9
 FA2053
 FA2053|---------------------------------------------------------------------|
 FA2053| PID    Reference Object                     Distance      Geod. Az  |
 FA2053|                                                           dddmmss.s |
 FA2053| FA2056 BURGESS HUB                         APPROX. 1.9 KM 3423933.3 |
 FA2053|---------------------------------------------------------------------|
 FA2053
 FA2053                          SUPERSEDED SURVEY CONTROL
 FA2053
 FA2053  NAD 83(1986)-  35 11 41.83903(N)    080 16 16.00440(W) AD(       ) 2
 FA2053  NAD 27      -  35 11 41.31381(N)    080 16 16.77955(W) AD(       ) 2
 FA2053  NGVD 29 (07/19/86)  138.3    (m)          454.     (f) VERT ANG    3  
 FA2053
 FA2053.Superseded values are not recommended for survey control.
 FA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2053.See file dsdata.txt to determine how the superseded data were derived.
 FA2053
 FA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6635594906(NAD 83)
 FA2053_MARKER: DE = TRAVERSE STATION DISK
 FA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2053_STAMPING: ANDERSON 1975
 FA2053_MARK LOGO: NCGS  
 FA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2053+STABILITY: SURFACE MOTION
 FA2053
 FA2053  HISTORY     - Date     Condition        Report By
 FA2053  HISTORY     - 1975     MONUMENTED       NCGS
 FA2053
 FA2053                          STATION DESCRIPTION
 FA2053
 FA2053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 FA2053'ANDERSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2053'IN THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2053'
 FA2053'ANDERSON IS LOCATED APPROXIMATELY 3.6 MILES SE OF OAKBORO (STANLY
 FA2053'COUNTY), AND 3.2 MILES SW OF AQUADALE (STANLY COUNTY).  TO REACH
 FA2053'STATION FROM Y-INTERSECTION OF NC 138 (AQUADALE ROAD) WITH NC 742
 FA2053'(MAIN STREET) AT EAST EDGE OF DOWNTOWN OAKBORO, PROCEED EAST ALONG
 FA2053'NC 138 FOR 1.95 MILES TO CROSSROADS AT SMITH GROVE CHURCH, THENCE
 FA2053'SOUTH ALONG SR 1970 TO BRIDGE OVER ROCKY RIVER AT THE STANLY -
 FA2053'UNION COUNTY LINE.  THENCE EASTWARD ALONG SR 1770 (UNION COUNTY)
 FA2053'AND SR 1600 (ANSON COUNTY) FOR 0.4 MILE TO DRIVEWAY LEADING
 FA2053'NORTH TO REBECCA THOMAS RESIDENCE.  THENCE NORTH ALONG
 FA2053'DRIVEWAY PAST HOUSE AND THENCE ALONG FIELD ROAD FOR 0.35 MILE TO
 FA2053'STATION ON THE RIGHT, AT THE NW SIDE OF A FENCE, AND NEAR FENCE
 FA2053'GATE.
 FA2053'
 FA2053'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2053'ANDERSON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2053'WHICH IS FLUSH WITH THE GROUND.
 FA2053'
 FA2053'MARK IS APPROX. 358.0 FT SE OF C/L OF PASTURE ROAD
 FA2053'
 FA2053'6.0 FT NW OF FENCE
 FA2053'
 FA2053'126.7 FT NW OF 12 IN PERSIMMON WITH ALUMINUM REF. TAG
 FA2053'
 FA2053'27.0 FT WSW OF NORTHEASTERNMOST GATE POST WITH ALUMINUM REF. TAG
 FA2053'
 FA2053'7.0 FT WNW OF FENCE POST WITH ALUMINUM REF. TAG
 FA2053'
 FA2053'8.7 FT NNE OF FENCE POST WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2903 ***********************************************************************
 FA2903  DESIGNATION -  ANDERSON
 FA2903  PID         -  FA2903
 FA2903  STATE/COUNTY-  NC/CATAWBA
 FA2903  USGS QUAD   -  DENVER (1993)
 FA2903
 FA2903                         *CURRENT SURVEY CONTROL
 FA2903  ___________________________________________________________________
 FA2903* NAD 83(2001)-  35 33 57.40449(N)    081 05 26.35382(W)     ADJUSTED  
 FA2903* NAVD 88     -       471.4    (meters)    1547.     (feet)  VERTCON   
 FA2903  ___________________________________________________________________
 FA2903  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FA2903  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA2903  HORZ ORDER  -  FIRST
 FA2903
 FA2903.The horizontal coordinates were established by classical geodetic methods
 FA2903.and adjusted by the National Geodetic Survey in August 2005.
 FA2903
 FA2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2903
 FA2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2903
 FA2903.The geoid height was determined by GEOID03.
 FA2903
 FA2903;                    North         East     Units Scale Factor Converg.
 FA2903;SPC NC       -   203,439.641   420,107.945   MT  0.99988758   -1 12 24.0
 FA2903;SPC NC       -   667,451.56  1,378,304.15   sFT  0.99988758   -1 12 24.0
 FA2903;UTM  17      - 3,935,811.008   491,785.046   MT  0.99960083   -0 03 09.8
 FA2903
 FA2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2903!SPC NC       -   0.99993097  x   0.99988758  =   0.99981856
 FA2903!UTM  17      -   0.99993097  x   0.99960083  =   0.99953183
 FA2903
 FA2903:                Primary Azimuth Mark                     Grid Az
 FA2903:SPC NC       -  SIMONTON COLLEGE CUPOLA                  037 38 37.3
 FA2903:UTM  17      -  SIMONTON COLLEGE CUPOLA                  036 29 23.1
 FA2903
 FA2903|---------------------------------------------------------------------|
 FA2903| PID    Reference Object                     Distance      Geod. Az  |
 FA2903|                                                           dddmmss.s |
 FA2903| FA2836 SIMONTON COLLEGE CUPOLA             APPROX.29.9 KM 0362613.3 |
 FA2903|---------------------------------------------------------------------|
 FA2903
 FA2903                          SUPERSEDED SURVEY CONTROL
 FA2903
 FA2903  NAD 83(1986)-  35 33 57.41397(N)    081 05 26.35997(W) AD(       ) 1
 FA2903  NAD 27      -  35 33 56.92800(N)    081 05 27.09800(W) AD(       ) 1
 FA2903  NGVD 29 (07/19/86)  471.6    (m)         1547.     (f) VERT ANG    3  
 FA2903
 FA2903.Superseded values are not recommended for survey control.
 FA2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2903.See file dsdata.txt to determine how the superseded data were derived.
 FA2903
 FA2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9178535811(NAD 83)
 FA2903_MARKER: N = NAIL
 FA2903_SETTING: 0 = UNSPECIFIED SETTING
 FA2903_MARK LOGO: CGS   
 FA2903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2903
 FA2903  HISTORY     - Date     Condition        Report By
 FA2903  HISTORY     - 1878     MONUMENTED       CGS
 FA2903
 FA2903                          STATION DESCRIPTION
 FA2903
 FA2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1878 (CHS)
 FA2903'ABOUT 10 MILES SOUTHEAST OF NEWTON, ABOUT 15 MILES SOUTHWEST OF
 FA2903'STATESVILLE, ON HIGHEST POINT OF ANDERSON MOUNTAIN. MARKED BY NAIL
 FA2903'IN WOODEN STAKE FLUSH WITH SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3050 ***********************************************************************
 FB3050  DESIGNATION -  ANDERSON
 FB3050  PID         -  FB3050
 FB3050  STATE/COUNTY-  NC/HENDERSON
 FB3050  USGS QUAD   -  HORSE SHOE (1991)
 FB3050
 FB3050                         *CURRENT SURVEY CONTROL
 FB3050  ___________________________________________________________________
 FB3050* NAD 83(2001)-  35 18 19.91552(N)    082 37 14.30554(W)     ADJUSTED  
 FB3050* NAVD 88     -       636.4    (meters)    2088.     (feet)  VERTCON   
 FB3050  ___________________________________________________________________
 FB3050  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 FB3050  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB3050  HORZ ORDER  -  SECOND
 FB3050
 FB3050.The horizontal coordinates were established by classical geodetic methods
 FB3050.and adjusted by the National Geodetic Survey in August 2005.
 FB3050
 FB3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3050
 FB3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3050
 FB3050.The geoid height was determined by GEOID03.
 FB3050
 FB3050;                    North         East     Units Scale Factor Converg.
 FB3050;SPC NC       -   178,558.743   280,427.661   MT  0.99987303   -2 05 23.0
 FB3050;SPC NC       -   585,821.48    920,036.42   sFT  0.99987303   -2 05 23.0
 FB3050;UTM  17      - 3,908,130.763   352,659.109   MT  0.99986754   -0 56 12.5
 FB3050
 FB3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3050!SPC NC       -   0.99990486  x   0.99987303  =   0.99977790
 FB3050!UTM  17      -   0.99990486  x   0.99986754  =   0.99977241
 FB3050
 FB3050:                Primary Azimuth Mark                     Grid Az
 FB3050:SPC NC       -  HAWKINS                                  227 29 25.9
 FB3050:UTM  17      -  HAWKINS                                  226 20 15.4
 FB3050
 FB3050|---------------------------------------------------------------------|
 FB3050| PID    Reference Object                     Distance      Geod. Az  |
 FB3050|                                                           dddmmss.s |
 FB3050| FB3053 HAWKINS                             APPROX. 0.6 KM 2252402.9 |
 FB3050|---------------------------------------------------------------------|
 FB3050
 FB3050                          SUPERSEDED SURVEY CONTROL
 FB3050
 FB3050  NAD 83(1995)-  35 18 19.91919(N)    082 37 14.30459(W) AD(       ) 2
 FB3050  NAD 83(1986)-  35 18 19.91901(N)    082 37 14.30321(W) AD(       ) 2
 FB3050  NAD 27      -  35 18 19.50427(N)    082 37 14.85518(W) AD(       ) 2
 FB3050  NGVD 29 (07/19/86)  636.4    (m)         2088.     (f) VERT ANG    3  
 FB3050
 FB3050.Superseded values are not recommended for survey control.
 FB3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3050.See file dsdata.txt to determine how the superseded data were derived.
 FB3050
 FB3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5265908131(NAD 83)
 FB3050_MARKER: DE = TRAVERSE STATION DISK
 FB3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3050_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3050+STABILITY: SURFACE MOTION
 FB3050
 FB3050  HISTORY     - Date     Condition        Report By
 FB3050  HISTORY     - 1975     MONUMENTED       NCGS
 FB3050
 FB3050                          STATION DESCRIPTION
 FB3050
 FB3050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3050'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES WEST-SOUTHWEST OF
 FB3050'ETOWAH AND 9.2 MILES WEST OF HENDERSONVILLE.
 FB3050'
 FB3050'TO REACH THE STATION FROM THE POST OFFICE IN ETOWAH, PROCEED WESTERLY
 FB3050'ALONG US 64 FOR 1.8 MILES TO STATION ON THE RIGHT IN NORTHWEST
 FB3050'SHOULDER OF HIGHWAY AND APPROXIMATELY 120 FEET EAST OF HENDERSON-
 FB3050'TRANSYLVANIA COUNTY LINE.
 FB3050'
 FB3050'STATION MARK IS A STANDARD DISK, STAMPED---ANDERSON 1975---, SET IN
 FB3050'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW THE
 FB3050'GROUND SURFACE.  MARK IS 18.1 FEET NORTHWEST OF THE CENTERLINE OF US
 FB3050'64, 80.0 FEET NORTHEAST OF CENTERLINE OF ANDERSON DRIVEWAY, 118.7 FEET
 FB3050'NORTHEAST OF COUNTY LINE SIGN POST, 78.4 FEET WEST OF 7 INCH SYCAMORE
 FB3050'(ON SOUTH SIDE OF US 64) AND 120.3 FEET EAST OF POWER POLE NO. 94 WITH
 FB3050'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2206 ***********************************************************************
 EB2206  DESIGNATION -  ANDERSON
 EB2206  PID         -  EB2206
 EB2206  STATE/COUNTY-  NC/COLUMBUS
 EB2206  USGS QUAD   -  WHITEVILLE (1987)
 EB2206
 EB2206                         *CURRENT SURVEY CONTROL
 EB2206  ___________________________________________________________________
 EB2206* NAD 83(2001)-  34 20 55.47483(N)    078 42 06.18528(W)     ADJUSTED  
 EB2206* NAVD 88     -        24.6    (meters)      81.     (feet)  VERTCON   
 EB2206  ___________________________________________________________________
 EB2206  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB2206  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EB2206  HORZ ORDER  -  SECOND
 EB2206
 EB2206.The horizontal coordinates were established by classical geodetic methods
 EB2206.and adjusted by the National Geodetic Survey in August 2005.
 EB2206
 EB2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2206
 EB2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2206
 EB2206.The geoid height was determined by GEOID03.
 EB2206
 EB2206;                    North         East     Units Scale Factor Converg.
 EB2206;SPC NC       -    66,462.092   637,044.645   MT  0.99999577   +0 10 19.8
 EB2206;SPC NC       -   218,051.05  2,090,037.31   sFT  0.99999577   +0 10 19.8
 EB2206;UTM  17      - 3,803,217.945   711,390.831   MT  1.00015085   +1 17 50.1
 EB2206
 EB2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2206!SPC NC       -   1.00000157  x   0.99999577  =   0.99999734
 EB2206!UTM  17      -   1.00000157  x   1.00015085  =   1.00015243
 EB2206
 EB2206:                Primary Azimuth Mark                     Grid Az
 EB2206:SPC NC       -  FULLER                                   189 19 45.7
 EB2206:UTM  17      -  FULLER                                   188 12 15.4
 EB2206
 EB2206|---------------------------------------------------------------------|
 EB2206| PID    Reference Object                     Distance      Geod. Az  |
 EB2206|                                                           dddmmss.s |
 EB2206| EB0536 FULLER                              APPROX. 0.6 KM 1893005.5 |
 EB2206|---------------------------------------------------------------------|
 EB2206
 EB2206                          SUPERSEDED SURVEY CONTROL
 EB2206
 EB2206  NAD 83(1986)-  34 20 55.47977(N)    078 42 06.18944(W) AD(       ) 2
 EB2206  NAD 27      -  34 20 54.88070(N)    078 42 07.13085(W) AD(       ) 2
 EB2206  NGVD 29 (07/19/86)   24.9    (m)           82.     (f) VERT ANG    3  
 EB2206
 EB2206.Superseded values are not recommended for survey control.
 EB2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2206.See file dsdata.txt to determine how the superseded data were derived.
 EB2206
 EB2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1139103218(NAD 83)
 EB2206_MARKER: DE = TRAVERSE STATION DISK
 EB2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2206_STAMPING: ANDERSON 1969
 EB2206_MARK LOGO: NCGS  
 EB2206_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2206+STABILITY: SURFACE MOTION
 EB2206
 EB2206  HISTORY     - Date     Condition        Report By
 EB2206  HISTORY     - 1969     MONUMENTED       NCGS
 EB2206  HISTORY     - 19890901 SEE DESCRIPTION  NCGS
 EB2206
 EB2206                          STATION DESCRIPTION
 EB2206
 EB2206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2206'ANDERSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EB2206'ESTABLISHED IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2206'
 EB2206'ANDERSON IS LOCATED APPROXIMATELY 0.8 MILE NORTH OF
 EB2206'WHITEVILLE.  TO REACH STATION PROCEED FROM COLUMBUS COUNTY
 EB2206'COURTHOUSE IN WHITEVILLE, GO NORTH ON U.S. 701 BUS. FOR 0.75
 EB2206'MILE TO T INTERSECTION OF U.S. 701 BUS. AND SR 1705.  STATION
 EB2206'IS ON RIGHT SIDE OF U.S. 701 BUS., APPROXIMATELY 30 FEET NORTH
 EB2206'OF C/L OF SR 1705, NORTH SIDE OF DIM TRAIL THROUGH WOODS AND
 EB2206'APPROXIMATELY 125 FEET SOUTH OF SOUTHEAST EDGE OF SMITH
 EB2206'WAREHOUSE ON WEST SIDE OF STREET.
 EB2206'
 EB2206'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2206'ANDERSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2206'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2206'
 EB2206'MARK IS
 EB2206'
 EB2206'29.0 FT E OF C/L OF U.S. 701 BUS.
 EB2206'
 EB2206'52.0 FT E OF C/L OF ROAD DITCH
 EB2206'
 EB2206'49.2 FT N OF PP 6 WITH ALUMINUM REF. TAG.
 EB2206'
 EB2206'29.3 FT N OF LINE TANGENT TO C/L OF SR 1705
 EB2206'
 EB2206'91.0 FT NE OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 EB2206'
 EB2206'73.0 FT NNE OF ROAD DITCH CULVERT - NORTH END
 EB2206
 EB2206                          STATION RECOVERY (1989)
 EB2206
 EB2206'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB2206'NOT FOUND, AREA HAS UNGONE CONSIDERABLE CHANGES INCLUDING CONSTRUCTION
 EB2206'OF A BRIDGE OVER US 74-76.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4287 ***********************************************************************
 EZ4287  DESIGNATION -  ANDERSON
 EZ4287  PID         -  EZ4287
 EZ4287  STATE/COUNTY-  NC/JOHNSTON
 EZ4287  USGS QUAD   -  SELMA (1988)
 EZ4287
 EZ4287                         *CURRENT SURVEY CONTROL
 EZ4287  ___________________________________________________________________
 EZ4287* NAD 83(2001)-  35 34 10.53728(N)    078 16 05.89220(W)     ADJUSTED  
 EZ4287* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 EZ4287  ___________________________________________________________________
 EZ4287  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EZ4287  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EZ4287  HORZ ORDER  -  SECOND
 EZ4287
 EZ4287.The horizontal coordinates were established by classical geodetic methods
 EZ4287.and adjusted by the National Geodetic Survey in August 2005.
 EZ4287
 EZ4287.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4287
 EZ4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4287
 EZ4287.The geoid height was determined by GEOID03.
 EZ4287
 EZ4287;                    North         East     Units Scale Factor Converg.
 EZ4287;SPC NC       -   202,093.303   675,922.264   MT  0.99988793   +0 25 20.3
 EZ4287;SPC NC       -   663,034.44  2,217,588.29   sFT  0.99988793   +0 25 20.3
 EZ4287;UTM  17      - 3,939,646.214   747,562.732   MT  1.00035531   +1 35 23.3
 EZ4287
 EZ4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4287!SPC NC       -   0.99999586  x   0.99988793  =   0.99988379
 EZ4287!UTM  17      -   0.99999586  x   1.00035531  =   1.00035117
 EZ4287
 EZ4287                          SUPERSEDED SURVEY CONTROL
 EZ4287
 EZ4287  NAD 83(1986)-  35 34 10.54499(N)    078 16 05.90357(W) AD(       ) 2
 EZ4287  NAD 27      -  35 34 09.96988(N)    078 16 06.90365(W) AD(       ) 2
 EZ4287  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG    3  
 EZ4287
 EZ4287.Superseded values are not recommended for survey control.
 EZ4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4287.See file dsdata.txt to determine how the superseded data were derived.
 EZ4287
 EZ4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4756339646(NAD 83)
 EZ4287_MARKER: DE = TRAVERSE STATION DISK
 EZ4287_SETTING: 0 = UNSPECIFIED SETTING
 EZ4287_STAMPING: ANDERSON 1967
 EZ4287_MARK LOGO: NCGS  
 EZ4287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ4287
 EZ4287  HISTORY     - Date     Condition        Report By
 EZ4287  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4287  HISTORY     - 1972     SEE DESCRIPTION  NCGS
 EZ4287
 EZ4287                          STATION DESCRIPTION
 EZ4287
 EZ4287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4287'ANDERSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4287'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4287'
 EZ4287'ANDERSON IS LOCATED APPROXIMATELY 2.6 MILES NORTHEAST OF
 EZ4287'SELMA.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 39
 EZ4287'WITH U.S. 301, GO NORTH ON NC 39 FOR 1.35 MILES TO INTERSECTION
 EZ4287'OF SR 1934, AND STATION.  WHICH IS IN THE NORTHWEST QUADRANT
 EZ4287'FORMED BY INTERSECTION, IN FRONT OF WOODROW NARRONS STORE.
 EZ4287'
 EZ4287'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N.C.
 EZ4287'BRASS TRAVERSE DISK, STAMPED ANDERSON 1967, SET IN THE TOP
 EZ4287'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EZ4287'
 EZ4287'MARK IS
 EZ4287'
 EZ4287'45.4 FT NW OF C/L OF INTERSECTION OF SR 1934 AND NC 39
 EZ4287'
 EZ4287'62.5 FT ENE OF 4X4 POST WITH WEIGHT LIMIT SIGN ON N
 EZ4287'SHOULDER OF SR 1934, AND WITH ALUMINUM REF. TAG
 EZ4287'
 EZ4287'74.9 FT SW OF TP 27 WITH ALUMINUM REF. TAG IN NE
 EZ4287'QUAD OF INTERSECTION OF SR 1934 AND NC 39
 EZ4287'
 EZ4287'21.5 FT ESE OF 30 INCH PECAN TREE WITH ALUMINUM REF. TAG IN
 EZ4287'FRONT OF WOODROW NARRONS STORE
 EZ4287'
 EZ4287'71.6 FT ESE OF SW END OF CONCRETE BASE FOR GAS PUMPS
 EZ4287
 EZ4287                          STATION RECOVERY (1972)
 EZ4287
 EZ4287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4287'DESTROYED.  DISK REMOVED, STEM STILL IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3411 ***********************************************************************
 FY3411  DESIGNATION -  ANDERSON
 FY3411  PID         -  FY3411
 FY3411  STATE/COUNTY-  NC/ROCKINGHAM
 FY3411  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3411
 FY3411                         *CURRENT SURVEY CONTROL
 FY3411  ___________________________________________________________________
 FY3411* NAD 83(2001)-  36 27 22.17200(N)    079 43 57.84189(W)     ADJUSTED  
 FY3411* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 FY3411  ___________________________________________________________________
 FY3411  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 FY3411  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 FY3411  HORZ ORDER  -  SECOND
 FY3411
 FY3411.The horizontal coordinates were established by classical geodetic methods
 FY3411.and adjusted by the National Geodetic Survey in August 2005.
 FY3411
 FY3411.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3411
 FY3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3411
 FY3411.The geoid height was determined by GEOID03.
 FY3411
 FY3411;                    North         East     Units Scale Factor Converg.
 FY3411;SPC NC       -   300,461.045   543,912.243   MT  1.00009367   -0 25 22.5
 FY3411;SPC NC       -   985,762.61  1,784,485.42   sFT  1.00009367   -0 25 22.5
 FY3411;UTM  17      - 4,035,291.364   613,557.046   MT  0.99975888   +0 45 11.2
 FY3411
 FY3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3411!SPC NC       -   0.99996887  x   1.00009367  =   1.00006254
 FY3411!UTM  17      -   0.99996887  x   0.99975888  =   0.99972776
 FY3411
 FY3411:                Primary Azimuth Mark                     Grid Az
 FY3411:SPC NC       -  DON                                      104 54 17.4
 FY3411:UTM  17      -  DON                                      103 43 43.7
 FY3411
 FY3411|---------------------------------------------------------------------|
 FY3411| PID    Reference Object                     Distance      Geod. Az  |
 FY3411|                                                           dddmmss.s |
 FY3411| FY3416 DON                                 492.982 METERS 1042854.9 |
 FY3411| FY3414 CARTER                              275.397 METERS 19314     |
 FY3411|---------------------------------------------------------------------|
 FY3411
 FY3411                          SUPERSEDED SURVEY CONTROL
 FY3411
 FY3411  NAD 83(1993)-  36 27 22.17483(N)    079 43 57.84422(W) AD(       ) 2
 FY3411  NAD 83(1986)-  36 27 22.17890(N)    079 43 57.84705(W) AD(       ) 2
 FY3411  NAD 27      -  36 27 21.67689(N)    079 43 58.72143(W) AD(       ) 2
 FY3411  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG    3  
 FY3411
 FY3411.Superseded values are not recommended for survey control.
 FY3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3411.See file dsdata.txt to determine how the superseded data were derived.
 FY3411
 FY3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1355735291(NAD 83)
 FY3411_MARKER: DE = TRAVERSE STATION DISK
 FY3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3411_STAMPING: ANDERSON 1969
 FY3411_MARK LOGO: NCGS  
 FY3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3411+STABILITY: SURFACE MOTION
 FY3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3411+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 FY3411
 FY3411  HISTORY     - Date     Condition        Report By
 FY3411  HISTORY     - 1969     MONUMENTED       NCGS
 FY3411  HISTORY     - 20051023 GOOD             USPSQD
 FY3411
 FY3411                          STATION DESCRIPTION
 FY3411
 FY3411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3411'ANDERSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3411'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3411'
 FY3411'ANDERSON IS LOCATED APPROXIMATELY 3.5 MILES SSE OF EDEN.  TO
 FY3411'REACH STATION PROCEED FROM THE INTERSECTION OF SR 2039 AND
 FY3411'NC 14 APPROXIMATELY 3.0 MILES SOUTH OF EDEN, GO WEST ON SR 2039
 FY3411'FOR 0.75 MILE TO T INTERSECTION OF SR 2039 AND
 FY3411'SR 2021.  STATION IS ON THE NORTH SIDE OF SR 2039 AND DIRECTLY
 FY3411'ACROSS (N) FROM SR 2021.
 FY3411'
 FY3411'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3411'ANDERSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3411'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3411'
 FY3411'MARK IS
 FY3411'
 FY3411'10.2 FT S OF TP BRACE FOR UNDERGROUND CABLE BOX, AND
 FY3411'WITH ALUMINUM REF. TAG
 FY3411'
 FY3411'60.3 FT N OF 4X4 STOP SIGN POST AT INTERSECTION OF SR 2039
 FY3411'AND SR 2021, AND WITH ALUMINUM REF. TAG
 FY3411'
 FY3411'25.0 FT N OF C/L OF SR 2039
 FY3411'
 FY3411'12.5 FT E OF C/L OF DIRT DRIVE
 FY3411'
 FY3411'26.1 FT NW OF 4X4 SIGNPOST SHOWING SR 2039 AND SR 2021, AND
 FY3411'WITH ALUMINUM REF. TAG
 FY3411
 FY3411                          STATION RECOVERY (2005)
 FY3411
 FY3411'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FY3411'ADDITIONAL INFORMATION
 FY3411'7.75 FT SOUTH OF TELEPHONE PEDESTAL NUMBER OK30
 FY3411'48 FT NORTH STOP SIGN IN TRIANGLE ISLAND ACROSS STATE ROAD 2309
 FY3411'24 FT NORTH CENTERLINE OF STATE ROAD 2309
 FY3411'NO BRACE FO UNDERGROUNG CABLE BOX
 FY3411'NO STOP SIGN ON A 4X4
 FY3411'NO ROAD SIGN ON 4X4
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3512 ***********************************************************************
 FB3512  DESIGNATION -  ANDERSON
 FB3512  PID         -  FB3512
 FB3512  STATE/COUNTY-  NC/CLAY
 FB3512  USGS QUAD   -  PEACHTREE (1973)
 FB3512
 FB3512                         *CURRENT SURVEY CONTROL
 FB3512  ___________________________________________________________________
 FB3512* NAD 83(2001)-  35 03 09.46082(N)    083 54 09.81034(W)     ADJUSTED  
 FB3512* NAVD 88     -       557.4    (meters)    1829.     (feet)  VERTCON   
 FB3512  ___________________________________________________________________
 FB3512  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FB3512  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FB3512  HORZ ORDER  -  SECOND
 FB3512
 FB3512.The horizontal coordinates were established by classical geodetic methods
 FB3512.and adjusted by the National Geodetic Survey in August 2005.
 FB3512
 FB3512.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3512
 FB3512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3512
 FB3512.The geoid height was determined by GEOID03.
 FB3512
 FB3512;                    North         East     Units Scale Factor Converg.
 FB3512;SPC NC       -   155,541.879   162,563.251   MT  0.99987860   -2 49 46.9
 FB3512;SPC NC       -   510,306.98    533,342.93   sFT  0.99987860   -2 49 46.9
 FB3512;SPC GA W     -   560,293.929   724,076.927   MT  0.99990714   +0 09 05.7
 FB3512;SPC GA W     - 1,838,231.00  2,375,575.72   sFT  0.99990714   +0 09 05.7
 FB3512;UTM  17      - 3,882,732.923   235,252.386   MT  1.00046393   -1 40 05.1
 FB3512
 FB3512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3512!SPC NC       -   0.99991700  x   0.99987860  =   0.99979561
 FB3512!SPC GA W     -   0.99991700  x   0.99990714  =   0.99982415
 FB3512!UTM  17      -   0.99991700  x   1.00046393  =   1.00038089
 FB3512
 FB3512                          SUPERSEDED SURVEY CONTROL
 FB3512
 FB3512  NAD 83(1995)-  35 03 09.46066(N)    083 54 09.80924(W) AD(       ) 2
 FB3512  NAD 83(1986)-  35 03 09.46727(N)    083 54 09.81482(W) AD(       ) 2
 FB3512  NGVD 29 (09/18/91)  557.4    (m)         1829.     (f) VERT ANG    3  
 FB3512
 FB3512.Superseded values are not recommended for survey control.
 FB3512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3512.See file dsdata.txt to determine how the superseded data were derived.
 FB3512
 FB3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3525282733(NAD 83)
 FB3512_MARKER: DE = TRAVERSE STATION DISK
 FB3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3512_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3512+STABILITY: SURFACE MOTION
 FB3512
 FB3512  HISTORY     - Date     Condition        Report By
 FB3512  HISTORY     - 1978     MONUMENTED       NCGS
 FB3512
 FB3512                          STATION DESCRIPTION
 FB3512
 FB3512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3512'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES EAST-NORTHEAST OF
 FB3512'BRASSTOWN AND 4.8 MILES WEST OF HAYESVILLE.
 FB3512'
 FB3512'TO REACH THE STATION FROM THE US 64 BRIDGE OVER THE HIWASSEE RIVER AT
 FB3512'THE CLAY-CHEROKEE COUNTY LINE, PROCEED EASTERLY ALONG US 64 FOR 2.5
 FB3512'MILES TO STATION ON LEFT AND 0.15 MILE EAST OF SR 1130 (STEWART ROAD).
 FB3512'
 FB3512'STATION MARK IS A STANDARD DISK STAMPED---ANDERSON 1978---SET IN TOP
 FB3512'OF A 10 INCH CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE GROUND
 FB3512'SURFACE. THE MARK IS  31.8 FEET NORTH-NORTHWEST OF CENTERLINE OF US 64
 FB3512'15.5 FEET NORTHEAST OF EAST END OF GUARD RAIL, 132.7 (SLOPE) FEET
 FB3512'SOUTHWEST OF POWER POLE WITH REFERENCE TAG, AND 20.6 FEET SOUTHEAST OF
 FB3512'A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6530 ***********************************************************************
 EZ6530  DESIGNATION -  ANDERSON
 EZ6530  PID         -  EZ6530
 EZ6530  STATE/COUNTY-  NC/WAKE
 EZ6530  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6530
 EZ6530                         *CURRENT SURVEY CONTROL
 EZ6530  ___________________________________________________________________
 EZ6530* NAD 83(2001)-  35 48 48.36880(N)    078 39 05.01651(W)     ADJUSTED  
 EZ6530* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 EZ6530  ___________________________________________________________________
 EZ6530  LAPLACE CORR-          -7.27  (seconds)                    DEFLEC99
 EZ6530  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 EZ6530  HORZ ORDER  -  SECOND
 EZ6530
 EZ6530.The horizontal coordinates were established by classical geodetic methods
 EZ6530.and adjusted by the National Geodetic Survey in August 2005.
 EZ6530
 EZ6530.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6530
 EZ6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6530
 EZ6530.The geoid height was determined by GEOID03.
 EZ6530
 EZ6530;                    North         East     Units Scale Factor Converg.
 EZ6530;SPC NC       -   228,956.649   641,104.167   MT  0.99992054   +0 12 04.3
 EZ6530;SPC NC       -   751,168.61  2,103,355.92   sFT  0.99992054   +0 12 04.3
 EZ6530;UTM  17      - 3,965,801.684   712,190.656   MT  1.00015484   +1 22 29.3
 EZ6530
 EZ6530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6530!SPC NC       -   0.99998781  x   0.99992054  =   0.99990835
 EZ6530!UTM  17      -   0.99998781  x   1.00015484  =   1.00014265
 EZ6530
 EZ6530                          SUPERSEDED SURVEY CONTROL
 EZ6530
 EZ6530  NAD 83(1986)-  35 48 48.37232(N)    078 39 05.02527(W) AD(       ) 2
 EZ6530  NGVD 29 (12/28/92)  110.7    (m)          363.     (f) VERT ANG    3  
 EZ6530
 EZ6530.Superseded values are not recommended for survey control.
 EZ6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6530.See file dsdata.txt to determine how the superseded data were derived.
 EZ6530
 EZ6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1219165802(NAD 83)
 EZ6530_MARKER: DE = TRAVERSE STATION DISK
 EZ6530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6530+WITH SETTING: PAVEMENT
 EZ6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6530+STABILITY: SURFACE MOTION
 EZ6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ6530+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 EZ6530
 EZ6530  HISTORY     - Date     Condition        Report By
 EZ6530  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6530  HISTORY     - 20071007 GOOD             GEOCAC
 EZ6530
 EZ6530                          STATION DESCRIPTION
 EZ6530
 EZ6530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6530'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 EZ6530'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH.
 EZ6530'
 EZ6530'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1, US
 EZ6530'64, GO SOUTHEAST FOR 3.2 KM (2.0 MI) ON GLENWOOD AVENUE TO THE
 EZ6530'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION WITH ANDERSON
 EZ6530'DRIVE AND SAINT MARYS STREET IN SIDEWALK.
 EZ6530'
 EZ6530'THE STATION IS A STANDARD NCGS DISK
 EZ6530'STAMPED---ANDERSON 1983---,
 EZ6530'SET INTO DRILLED HOLE,
 EZ6530'1.10 METERS (3.6 FT) EAST-NORTHEAST FROM THE CURB OF GLENWOOD
 EZ6530'AVENUE,
 EZ6530'1.31 METERS (4.3 FT) WEST-SOUTHWEST FROM AN 8 FOOT STONE RETAINING
 EZ6530'WALL,
 EZ6530'7.50 METERS (24.6 FT) SOUTH FROM A WOOD BUS STOP BENCH WITH
 EZ6530'REFERENCE TAG AND
 EZ6530'2.96 METERS (9.7 FT) NORTH FROM A TELEPHONE MAN HOLE COVER.
 EZ6530'
 EZ6530'THE MARK IS LEVEL WITH HIGHWAY.
 EZ6530
 EZ6530                          STATION RECOVERY (2007)
 EZ6530
 EZ6530'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ6530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2691 ***********************************************************************
 AB2691  DESIGNATION -  ANDERSON
 AB2691  PID         -  AB2691
 AB2691  STATE/COUNTY-  NC/HAYWOOD
 AB2691  USGS QUAD   -  CANTON (1990)
 AB2691
 AB2691                         *CURRENT SURVEY CONTROL
 AB2691  ___________________________________________________________________
 AB2691* NAD 83(2001)-  35 31 52.09393(N)    082 52 08.07968(W)     ADJUSTED  
 AB2691* NAVD 88     -       853.3    (meters)    2800.     (feet)  VERTCON   
 AB2691  ___________________________________________________________________
 AB2691  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AB2691  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AB2691  HORZ ORDER  -  SECOND
 AB2691
 AB2691.The horizontal coordinates were established by classical geodetic methods
 AB2691.and adjusted by the National Geodetic Survey in August 2005.
 AB2691
 AB2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2691
 AB2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2691
 AB2691.The geoid height was determined by GEOID03.
 AB2691
 AB2691;                    North         East     Units Scale Factor Converg.
 AB2691;SPC NC       -   204,418.625   258,842.156   MT  0.99988444   -2 13 58.9
 AB2691;SPC NC       -   670,663.44    849,217.97   sFT  0.99988444   -2 13 58.9
 AB2691;UTM  17      - 3,933,553.066   330,558.266   MT  0.99995381   -1 05 10.9
 AB2691
 AB2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2691!SPC NC       -   0.99987064  x   0.99988444  =   0.99975510
 AB2691!UTM  17      -   0.99987064  x   0.99995381  =   0.99982446
 AB2691
 AB2691                          SUPERSEDED SURVEY CONTROL
 AB2691
 AB2691  NAD 83(1995)-  35 31 52.09504(N)    082 52 08.07961(W) AD(       ) 2
 AB2691  NAD 83(1986)-  35 31 52.10001(N)    082 52 08.07965(W) AD(       ) 2
 AB2691  NGVD 29 (04/26/96)  853.3    (m)         2800.     (f) VERT ANG    3  
 AB2691
 AB2691.Superseded values are not recommended for survey control.
 AB2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2691.See file dsdata.txt to determine how the superseded data were derived.
 AB2691
 AB2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3055833553(NAD 83)
 AB2691_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2691_STAMPING: ANDERSON 1986
 AB2691_MARK LOGO: NCGS  
 AB2691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2691+STABILITY: SURFACE MOTION
 AB2691
 AB2691  HISTORY     - Date     Condition        Report By
 AB2691  HISTORY     - 1986     MONUMENTED       NCGS
 AB2691
 AB2691                          STATION DESCRIPTION
 AB2691
 AB2691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AB2691'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST OF CANTON. ALONG US
 AB2691'19-23, 2.5 KM (1.6 MI) WEST OF THE BRIDGE OVER THE PIGEON RIVER (IN
 AB2691'CANTON) AT ASPHALT DRIVE. MARK IS RECESSED 2 INCHES BELOW GROUND AND
 AB2691'LEVEL WITH HIGHWAY. LOCATED 10.36 M (33.99 FT) SOUTH OF THE CENTERLINE
 AB2691'OF THE HIGHWAY, 11.43 M (37.50 FT) EAST OF THE CENTERLINE OF THE
 AB2691'ASPHALT DRIVE, 7.25 M (23.79 FT) NORTH OF A ROCK RETAINING WALL, AND
 AB2691'15.76 M (51.71 FT) WEST OF THE WEST END OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2393 ***********************************************************************
 AI2393  DESIGNATION -  ANDERSON
 AI2393  PID         -  AI2393
 AI2393  STATE/COUNTY-  NC/GUILFORD
 AI2393  USGS QUAD   -  GUILFORD (1994)
 AI2393
 AI2393                         *CURRENT SURVEY CONTROL
 AI2393  ___________________________________________________________________
 AI2393* NAD 83(2007)-  36 05 09.58893(N)    079 55 41.21135(W)     ADJUSTED  
 AI2393* NAVD 88     -       268.832  (meters)     881.99   (feet)  ADJUSTED  
 AI2393  ___________________________________________________________________
 AI2393  EPOCH DATE  -        2002.00
 AI2393  X           -     902,500.231 (meters)                     COMP
 AI2393  Y           -  -5,081,046.971 (meters)                     COMP
 AI2393  Z           -   3,736,047.066 (meters)                     COMP
 AI2393  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 AI2393  ELLIP HEIGHT-         237.351 (meters)          (02/10/07) ADJUSTED
 AI2393  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AI2393  DYNAMIC HT  -         268.598 (meters)     881.23  (feet)  COMP
 AI2393
 AI2393  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2393  Type    PID    Designation                      North   East  Ellip
 AI2393  -------------------------------------------------------------------
 AI2393  NETWORK AI2393 ANDERSON                          0.35   0.31   0.67
 AI2393  -------------------------------------------------------------------
 AI2393  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 AI2393
 AI2393  VERT ORDER  -  SECOND    CLASS II
 AI2393
 AI2393.The horizontal coordinates were established by GPS observations
 AI2393.and adjusted by the National Geodetic Survey in February 2007.
 AI2393
 AI2393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2393.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2393.The horizontal coordinates are valid at the epoch date displayed above.
 AI2393.The epoch date for horizontal control is a decimal equivalence
 AI2393.of Year/Month/Day.
 AI2393
 AI2393.The orthometric height was determined by differential leveling
 AI2393.and adjusted in May 2001.
 AI2393.No vertical observational check was made to the station.
 AI2393
 AI2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2393
 AI2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2393
 AI2393.The ellipsoidal height was determined by GPS observations
 AI2393.and is referenced to NAD 83.
 AI2393
 AI2393.The geoid height was determined by GEOID03.
 AI2393
 AI2393.The dynamic height is computed by dividing the NAVD 88
 AI2393.geopotential number by the normal gravity value computed on the
 AI2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2393.degrees latitude (g = 980.6199 gals.).
 AI2393
 AI2393.The modeled gravity was interpolated from observed gravity values.
 AI2393
 AI2393;                    North         East     Units Scale Factor Converg.
 AI2393;SPC NC       -   259,533.361   526,012.980   MT  0.99997848   -0 32 08.4
 AI2393;SPC NC       -   851,485.70  1,725,760.92   sFT  0.99997848   -0 32 08.4
 AI2393;UTM  17      - 3,994,018.556   596,503.257   MT  0.99971475   +0 37 53.0
 AI2393
 AI2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2393!SPC NC       -   0.99996275  x   0.99997848  =   0.99994123
 AI2393!UTM  17      -   0.99996275  x   0.99971475  =   0.99967751
 AI2393
 AI2393|---------------------------------------------------------------------|
 AI2393| PID    Reference Object                     Distance      Geod. Az  |
 AI2393|                                                           dddmmss.s |
 AI2393| DE9376 COG 235=283W 201                    322.928 METERS 04544     |
 AI2393|---------------------------------------------------------------------|
 AI2393
 AI2393                          SUPERSEDED SURVEY CONTROL
 AI2393
 AI2393  NAD 83(2001)-  36 05 09.58922(N)    079 55 41.21120(W) AD(       ) 1
 AI2393  ELLIP H (03/13/03)  237.359  (m)                       GP(       ) 4 2
 AI2393  NAD 83(1986)-  36 05 09.59487(N)    079 55 41.22029(W) AD(       ) 1
 AI2393  NAVD 88 (11/03/99)  268.83   (m)          882.0    (f) LEVELING    3  
 AI2393
 AI2393.Superseded values are not recommended for survey control.
 AI2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2393.See file dsdata.txt to determine how the superseded data were derived.
 AI2393
 AI2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9650394019(NAD 83)
 AI2393_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2393_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2393_SP_SET: IN CURBING
 AI2393_STAMPING: ANDERSON 1994
 AI2393_MARK LOGO: NCGS  
 AI2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2393+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 AI2393
 AI2393  HISTORY     - Date     Condition        Report By
 AI2393  HISTORY     - 1994     MONUMENTED       NCGS
 AI2393  HISTORY     - 19970625 GOOD             NC1940
 AI2393  HISTORY     - 20031101 GOOD             USPSQD
 AI2393  HISTORY     - 20060802 GOOD             USPSQD
 AI2393
 AI2393                          STATION DESCRIPTION
 AI2393
 AI2393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 AI2393'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF GREENSBORO. PROCEED
 AI2393'ALONG WEST MARKET STREET (US 421 SOUTH) FOR 2.25 MI (3.62 KM) EAST
 AI2393'FROM NC 68 TO FRIENDLY ROAD, THENCE ALONG FRIENDLY ROAD NORTH FOR 0.3
 AI2393'MI (0.5 KM) TO ENTRANCE TO WEST FRIENDLY BUSINESS PARK, THENCE ALONG
 AI2393'ENTRANCE ROAD EAST FOR 0.05 MI (0.08 KM) TO STATION AT 7349 WEST
 AI2393'FRIENDLY BUSINESS PARK, IN THE CURBING IN FRONT OF ANDERSON AND
 AI2393'ASSOCIATES, INC. MARK IS 1/2 FOOT HIGHER THAN THE PARKING LOT.
 AI2393'LOCATED 101.0 FT (30.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF
 AI2393'BUILDING 7349, 27.8 FT (8.5 M) WEST-NORTHWEST OF A DRAIN GRATE IN THE
 AI2393'PARKING LOT, AND 13.4 FT (4.1 M) SOUTHEAST OF A LIGHT POLE.
 AI2393
 AI2393                          STATION RECOVERY (1997)
 AI2393
 AI2393'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 AI2393'RECOVERED AS DESCRIBED, HOWEVER THE MARKER IS NOT IN FRONT OF ANDERSON
 AI2393'AND ASSOCIATES, BUT ON WEST SIDE OF PARKING LOT ACROSS FROM ANDERSON
 AI2393'AND ASSOCIATES.
 AI2393
 AI2393                          STATION RECOVERY (2003)
 AI2393
 AI2393'RECOVERY NOTE BY US POWER SQUADRON 2003
 AI2393'RECOVERED IN GOOD CONDITION.
 AI2393
 AI2393                          STATION RECOVERY (2006)
 AI2393
 AI2393'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2904 ***********************************************************************
 FA2904  DESIGNATION -  ANDERSON 2
 FA2904  PID         -  FA2904
 FA2904  STATE/COUNTY-  NC/CATAWBA
 FA2904  USGS QUAD   -  DENVER (1993)
 FA2904
 FA2904                         *CURRENT SURVEY CONTROL
 FA2904  ___________________________________________________________________
 FA2904* NAD 83(2007)-  35 33 57.54623(N)    081 05 26.14846(W)     ADJUSTED  
 FA2904* NAVD 88     -       470.2    (meters)    1543.     (feet)  VERTCON   
 FA2904  ___________________________________________________________________
 FA2904  EPOCH DATE  -        2002.00
 FA2904  X           -     804,487.372 (meters)                     COMP
 FA2904  Y           -  -5,131,838.574 (meters)                     COMP
 FA2904  Z           -   3,689,380.819 (meters)                     COMP
 FA2904  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FA2904  ELLIP HEIGHT-         438.580 (meters)          (02/10/07) ADJUSTED
 FA2904  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA2904
 FA2904  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2904  Type    PID    Designation                      North   East  Ellip
 FA2904  -------------------------------------------------------------------
 FA2904  NETWORK FA2904 ANDERSON 2                        1.57   1.41   2.69
 FA2904  -------------------------------------------------------------------
 FA2904
 FA2904.The horizontal coordinates were established by GPS observations
 FA2904.and adjusted by the National Geodetic Survey in February 2007.
 FA2904
 FA2904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2904.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2904.The horizontal coordinates are valid at the epoch date displayed above.
 FA2904.The epoch date for horizontal control is a decimal equivalence
 FA2904.of Year/Month/Day.
 FA2904
 FA2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2904
 FA2904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2904
 FA2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2904
 FA2904.The ellipsoidal height was determined by GPS observations
 FA2904.and is referenced to NAD 83.
 FA2904
 FA2904.The geoid height was determined by GEOID03.
 FA2904
 FA2904;                    North         East     Units Scale Factor Converg.
 FA2904;SPC NC       -   203,443.899   420,113.207   MT  0.99988758   -1 12 23.9
 FA2904;SPC NC       -   667,465.53  1,378,321.41   sFT  0.99988758   -1 12 23.9
 FA2904;UTM  17      - 3,935,815.370   491,790.220   MT  0.99960083   -0 03 09.7
 FA2904
 FA2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2904!SPC NC       -   0.99993117  x   0.99988758  =   0.99981875
 FA2904!UTM  17      -   0.99993117  x   0.99960083  =   0.99953202
 FA2904
 FA2904:                Primary Azimuth Mark                     Grid Az
 FA2904:SPC NC       -  STATESVILLE                              037 35 20.4
 FA2904:UTM  17      -  STATESVILLE                              036 26 06.2
 FA2904
 FA2904|---------------------------------------------------------------------|
 FA2904| PID    Reference Object                     Distance      Geod. Az  |
 FA2904|                                                           dddmmss.s |
 FA2904| FA2842 STATESVILLE                         APPROX.29.9 KM 0362256.5 |
 FA2904| AH2682 ANDERSON MTN MICRO TR BOLT HUB       32.960 METERS 06953     |
 FA2904| FA3940 ANDERSON 2 RM 2                      26.557 METERS 08004     |
 FA2904| FA2908 ANDERSON 2 RM 4                      26.032 METERS 09407     |
 FA2904| FA3938 ANDERSON AZ MK                      APPROX. 2.5 KM 1115434.2 |
 FA2904| FA3937 ANDERSON 2 RM 3                       2.505 METERS 19852     |
 FA2904|---------------------------------------------------------------------|
 FA2904
 FA2904                          SUPERSEDED SURVEY CONTROL
 FA2904
 FA2904  NAD 83(2001)-  35 33 57.54651(N)    081 05 26.14860(W) AD(       ) 1
 FA2904  ELLIP H (03/13/03)  438.584  (m)                       GP(       ) 4 2
 FA2904  NAD 83(1986)-  35 33 57.55813(N)    081 05 26.15547(W) AD(       ) 1
 FA2904  NAD 83(1986)-  35 33 57.55813(N)    081 05 26.15547(W) AD(       ) 1
 FA2904  NAD 27      -  35 33 57.08460(N)    081 05 26.87380(W) AD(       ) 1
 FA2904  NGVD 29 (04/01/97)  470.4    (m)         1543.     (f) GPS OBS     3  
 FA2904
 FA2904.Superseded values are not recommended for survey control.
 FA2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2904.See file dsdata.txt to determine how the superseded data were derived.
 FA2904
 FA2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9179035815(NAD 83)
 FA2904_MARKER: DS = TRIANGULATION STATION DISK
 FA2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2904_SP_SET: CONCRETE POST
 FA2904_STAMPING: ANDERSON 2 1933
 FA2904_MARK LOGO: CGS   
 FA2904_PROJECTION: FLUSH
 FA2904_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2904+STABILITY: SURFACE MOTION
 FA2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA2904+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
 FA2904
 FA2904  HISTORY     - Date     Condition        Report By
 FA2904  HISTORY     - 1933     MONUMENTED       CGS
 FA2904  HISTORY     - 1933     GOOD             CGS
 FA2904  HISTORY     - 1948     GOOD             CGS
 FA2904  HISTORY     - 1960     GOOD             CGS
 FA2904  HISTORY     - 1965     GOOD             CGS
 FA2904  HISTORY     - 1966     GOOD             CGS
 FA2904  HISTORY     - 19820615 GOOD             NCGS
 FA2904  HISTORY     - 19850101 GOOD             NCGS
 FA2904  HISTORY     - 19921202 GOOD             NCGS
 FA2904
 FA2904                          STATION DESCRIPTION
 FA2904
 FA2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA2904'ABOUT 8 MILES EAST OF MAIDEN, ON THE NORTH-NORTHEAST AND
 FA2904'SOUTH-SOUTHWEST RIDGE WHICH FORMS HIGHEST PART OF ANDERSON
 FA2904'MOUNTAIN.  TO REACH FROM BAPTIST CHURCH IN MAIDEN, GO EAST
 FA2904'1.1 MILES ON NORTH CAROLINA ROUTE 16 TO POINT WHERE ROUTE 16
 FA2904'TURNS SHARPLY TO SOUTH.  CONTINUE EAST 6.2 MILES ON DIRT ROAD
 FA2904'TO DENVER UNTIL HOME OF MARTIN WILKERSON IS REACHED ON NORTH
 FA2904'SIDE OF ROAD JUST BEYOND ROAD GOING NORTH TO DRUM
 FA2904'CROSSROADS.  MOUNTAIN CAN BE CLIMBED ON FOOT FROM THIS POINT,
 FA2904'OR MULES AND WAGON CAN BE OBTAINED TO TAKE GEAR TO TOP.  STATION IS
 FA2904'IN PARTIALLY CLEARED SPOT, 21 FEET EAST BY NORTH OF 5 SMALL
 FA2904'CHESTNUT OAKS, 21 FEET EAST BY SOUTH OF 4 SMALL CHESTNUT
 FA2904'OAKS, AND 31-1/2 FEET EAST BY SOUTH OF 3 CHESTNUT OAKS.  ALL
 FA2904'OF THESE OAKS ARE MARKED WITH 6-INCH TRIANGULAR BLAZES, AND IN
 FA2904'EACH GROUP THEY GROW FROM A COMMON BASE.  SURFACE AND
 FA2904'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FA2904'CONCRETE.  REFERENCE MARKS ARE STANDARD
 FA2904'REFERENCE DISKS IN ROCK OUTCROPS.  NO. 1 IS IN
 FA2904'ROCK OUTCROP, 16 BY 28 INCHES BY ABOUT 4 INCHES HIGH, WITH
 FA2904'SMALL CHESTNUT-OAK SAPLING IN ITS NORTHEAST CORNER, ON EAST
 FA2904'SLOPE OF RIDGE, ON WEST EDGE OF FOX-HUNTERS PATH, 50
 FA2904'FEET EAST-NORTHEAST OF 20-INCH CHESTNUT OAK, AND
 FA2904'APPROXIMATELY 300 FEET FROM STATION.
 FA2904'NO. 2 IS IN ROCK OUTCROP, 15 INCHES BY 3 FEET
 FA2904'BY 4 INCHES HIGH, SURROUNDED BY LEDGE OF ROCK, ABOUT 4 OR 5
 FA2904'FEET IN ELEVATION BELOW STATION, 9 FEET NORTH OF THREE
 FA2904'6-INCH CHESTNUT OAKS GROWING FROM COMMON BASE, 9 FEET WEST OF DEAD
 FA2904'PINE, AND 86.1 FEET FROM STATION.  NO. 3
 FA2904'IS IN ROCK OUTCROP, 1 BY 2 FEET, 3 FEET IN ELEVATION BELOW
 FA2904'STATION, AND 82.3 FEET FROM STATION.
 FA2904
 FA2904                          STATION RECOVERY (1933)
 FA2904
 FA2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FA2904'RECOVERED IN GOOD CONDITION.
 FA2904
 FA2904                          STATION RECOVERY (1948)
 FA2904
 FA2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2904'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 FA2904'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 FA2904'MARKS WERE CHECKED AND FOUND TO BE INCORRECT.  A NEW AZIMUTH
 FA2904'MARK WAS SET BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FA2904'
 FA2904'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF DENVER AND
 FA2904'8 MILES EAST OF MAIDEN ON THE HIGHEST PART OF ANDERSON
 FA2904'MOUNTAIN.  IT IS 31 FEET SOUTHEAST OF A TRIANGLE BLAZE ON THREE
 FA2904'6 INCH OAK TREES GROWING FROM A COMMON BASE, 21 FEET NORTHEAST
 FA2904'OF 5 SMALL OAKS GROWING FROM A COMMON BASE.  THE MARK IS
 FA2904'FLUSH AND THE DISK IS STAMPED ANDERSON 2 1933.
 FA2904'
 FA2904'REFERENCE MARK NO. 1 IS 171.30 FEET NORTHEAST OF THE
 FA2904'STATION.  IT IS 50 FEET NORTHEAST OF A 21 INCH OAK TREE AND IS
 FA2904'ON THE WEST EDGE OF A DIM TRAIL WHICH IS RUNNING NORTHEAST
 FA2904'AND SOUTHWEST OVER THE TOP OF THE MOUNTAIN.  THE OUTCROP ROCK
 FA2904'IS 16 BY 28 INCHES AND PROJECTS 4 INCHES AND THE DISK IS
 FA2904'STAMPED ANDERSON 2 NO 1 1933.
 FA2904'
 FA2904'REFERENCE MARK NO. 2 IS 87.13 FEET EAST OF THE STATION.  IT IS
 FA2904'9 FEET NORTH OF THREE 6 INCH OAKS GROWING FROM A COMMON
 FA2904'BASE.  THE OUTCROP ROCK IS 15 INCHES BY 3 FEET AND PROJECTS
 FA2904'5 INCHES AND THE DISK IS STAMPED ANDERSON 2 NO 2 1933.
 FA2904'
 FA2904'REFERENCE MARK NO. 3 IS 82.30 FEET SOUTHWEST OF THE STATION.  IT
 FA2904'IS 15 FEET EAST OF FOUR 6 INCH OAKS GROWING FROM A
 FA2904'COMMON BASE.  THE OUTCROP ROCK IS 1 BY 3 FEET AND PROJECTS
 FA2904'5 INCHES AND THE DISK IS STAMPED ANDERSON 2 NO 3 1933.
 FA2904'
 FA2904'THE AZIMUTH MARK IS ABOUT 2 MILES SOUTHEAST OF THE STATION.  IT
 FA2904'IS 60 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 33 FEET
 FA2904'WEST OF THE CENTER OF STATE HIGHWAY 150, 3 FEET SOUTH OF A POWER
 FA2904'POLE AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 FA2904'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ANDERSON 2
 FA2904'1948.
 FA2904'
 FA2904'TO REACH THE STATION FROM THE POST OFFICE IN DENVER, GO
 FA2904'NORTHWEST ON STATE HIGHWAY 16 FOR 2.9 MILES TO THE JUNCTION
 FA2904'OF STATE HIGHWAY 150, TURN LEFT ON HIGHWAY 150 AND GO SOUTH
 FA2904'FOR 0.1 MILE TO A PAVED ROAD RIGHT AND THE AZIMUTH MARK IN
 FA2904'THE SOUTHWEST ANGLE, TURN RIGHT AND GO WEST FOR 2.1 MILES TO A
 FA2904'DIM ROAD RIGHT, TURN RIGHT ON DIM ROAD AND GO TO TOP OF
 FA2904'MOUNTAIN AND STATION AS DESCRIBED.
 FA2904'
 FA2904'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2904
 FA2904                          STATION RECOVERY (1960)
 FA2904
 FA2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FA2904'STATION AND REFERENCE MARKS NO. 1 AND 3 AND THE AZIMUTH
 FA2904'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FA2904'WAS DESTROYED WHEN PART OF THE HILL WAS CLEARED FOR A MICRO-WAVE
 FA2904'STATION.  NO NEW MARK WAS SET AT THIS TIME BECAUSE THE CLEARED
 FA2904'TIMBER WAS PUT IN A PILE NEAR THE STATION.  THE AZIMUTH MARK
 FA2904'WILL NOT SEE FROM THE GROUND WITHOUT CONSIDERABLE CLEARING.  THE
 FA2904'STATION IS NOW EASY TO RECOVER DUE TO THE NEW MICRO-WAVE
 FA2904'BUILDING.  A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS
 FA2904'LOCATED ON ANDERSON MOUNTAIN ABOUT 4 MILES NORTHWEST OF
 FA2904'DENVER AND 8 MILES EAST OF MAIDEN.  IT IS 135.0 FEET
 FA2904'SOUTHWEST OF THE MOST WESTERLY CORNER AND 130.0 FEET
 FA2904'SOUTHWEST OF THE MOST SOUTHERLY CORNER OF ANDERSON
 FA2904'MOUNTAIN MICRO-WAVE BUILDING, 23 FEET SOUTHEAST OF A 12
 FA2904'INCH OAK TREE WITH A TRIANGLE BLAZE AND 20.5 FEET
 FA2904'SOUTHWEST OF A TRIANGLE BLAZE AND CGS WITNESS SIGN ON A 10
 FA2904'INCH OAK TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 FA2904'DISK IS STAMPED ANDERSON 2 1933.
 FA2904'
 FA2904'REFERENCE MARK NO. 1 IS 58.0 FEET SOUTHEAST OF THE MOST
 FA2904'NORTHERLY CORNER AND 26.2 FEET EAST OF THE MOST EASTERLY
 FA2904'CORNER OF THE MICRO-WAVE BUILDING, 25.0 FEET NORTHEAST OF THE
 FA2904'CENTER OF THE MICRO-WAVE TOWER AND 18.8 FEET NORTHEAST OF THE
 FA2904'MOST EAST CORNER OF FENCE AROUND THE TOWER.  THE MARK IS SET
 FA2904'IN A DRILL HOLE IN A LARGE OUTCROP ROCK AND IS STAMPED
 FA2904'ANDERSON 2 NO 1 1933.
 FA2904'
 FA2904'REFERENCE MARK NO. 3 IS SOUTHWEST OF THE STATION IN A
 FA2904'LARGE OUTCROP BED ROCK.  THE DISK IS SET IN A DRILL HOLE IN THE
 FA2904'ROCK AND THE DISK IS STAMPED ANDERSON 2 NO 3 1933 AND
 FA2904'PROJECTS ABOUT 14 INCHES.
 FA2904'
 FA2904'THE AZIMUTH MARK ABOUT 2 MILES SOUTHEAST OF THE STATION AT
 FA2904'THE INTERSECTION OF STATE HIGHWAY 150 AND A PAVED ROAD NORTH.  IT
 FA2904'IS 60 FEET SOUTH OF THE PAVED ROAD, 33 FEET NORTHWEST OF
 FA2904'HIGHWAY 150, 1.5 FEET SOUTH OF POWER POLE AND 1 FOOT NORTH
 FA2904'OF A CGS WITNESS SIGN.  THE MARK IS FLUSH WITH THE GROUND AND
 FA2904'THE DISK IS STAMPED ANDERSON 2 1948.
 FA2904'
 FA2904'TO REACH THE STATION FROM THE CROSSROADS IN DENVER.  GO
 FA2904'NORTHWEST ON STATE HIGHWAY 16 FOR 2.0 MILES TO THE JUNCTION OF
 FA2904'STATE HIGHWAY 150.  CONTINUE ON HIGHWAY 16 FOR 1.7 MILES TO A
 FA2904'ROAD LEFT AND A SIGN ANDERSON MOUNTAIN LOOKOUT TOWER.  TURN
 FA2904'LEFT AND FOLLOW ROAD UP THE MOUNTAIN FOR 1.4 MILES TO THE
 FA2904'ANDERSON MOUNTAIN MICRO-WAVE STATION AND THE STATION AS
 FA2904'DESCRIBED.
 FA2904
 FA2904                          STATION RECOVERY (1965)
 FA2904
 FA2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2904'STATION MARK, RMS 1 AND 3 WERE RECOVERED IN GOOD CONDITION ON
 FA2904'THE HIGHEST PART OF ANDERSON MOUNTAIN, ABOUT 500 FEET SOUTH OF
 FA2904'A LOOKOUT TOWER.  RM 2 WAS NOT RECOVERED AND IS PROBABLY
 FA2904'BENEATH RECENTLY LAID FILL.
 FA2904'
 FA2904'THE STATION MARK PROJECTS 3 INCHES, IS 74 FEET
 FA2904'SOUTHWEST OF THE NORTHWEST CORNER AND 68 FEET WEST OF THE
 FA2904'SOUTHWEST CORNER OF A LARGE CONCRETE TELEPHONE RELAY BUILDING.
 FA2904'
 FA2904'RM 1 IS NOT VISIBLE FROM THE GROUND AT THE STATION.  THE
 FA2904'ROCK PROJECTS 8 INCHES AND IS 26 FEET EAST OF THE SOUTHEAST
 FA2904'CORNER OF THE TELEPHONE BUILDING, 23 FEET SOUTH OF A
 FA2904'TRANSMISSION POLE WITH 2 TRANSFORMERS AND 4 FEET NORTH OF THE
 FA2904'CABLE GUY ANCHOR OF THE SAME POLE.
 FA2904'
 FA2904'RM 3 PROJECTS 6 INCHES.
 FA2904'
 FA2904'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16
 FA2904'AND 150 AT CHRONICLE, GO NORTH ON 16 FOR 1.6 MILES TO A ROAD
 FA2904'ON THE LEFT, TURN LEFT AND FOLLOW THE ROAD UPGRADE FOR 1.4
 FA2904'MILES TO THE FIRE OBSERVATION TOWER, TELEPHONE RELAY, AND STATION.
 FA2904
 FA2904                          STATION RECOVERY (1966)
 FA2904
 FA2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2904'ALL MARKS EXCEPT RM 2 RECOVERED, AND RM 4 WAS ESTABLISHED.
 FA2904'
 FA2904'STATION MARK IS A STANDARD DISK STAMPED ANDERSON 2 1933 SET IN
 FA2904'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 FA2904'AND IS 74 FEET SOUTHWEST OF THE NORTHWEST CORNER AND 68 FEET
 FA2904'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE A.T. AND T. BUILDING.
 FA2904'
 FA2904'RM 1 IS IN BEDROCK OUTCROP THAT PROJECTS 8 INCHES
 FA2904'AND IS 26 FEET EAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 FA2904'23 FEET SOUTH OF A TRANSMISSION POLE AND 4 FEET NORTH OF THE
 FA2904'GUY ANCHOR OF THE SAME POLE.  IT IS LESS THAN 200 FEET FROM
 FA2904'THE STATION MARK, AND BLOCKED BY THE BUILDING.
 FA2904'
 FA2904'RM 2 IS PROBABLY BENEATH FILL AND WAS NOT DUG FOR.
 FA2904'
 FA2904'RM 3 IS SET IN BEDROCK THAT PROJECTS 6 INCHES AND IS 5 FEET
 FA2904'LOWER THAN THE STATION MARK.
 FA2904'
 FA2904'RM 4 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 FA2904'CYLINDER THAT IS FLUSH, IN THE MOWED GRASS 10
 FA2904'FEET NORTHWEST OF THE EDGE OF A BANK.  IT IS 38 FEET SOUTHEAST
 FA2904'OF THE SOUTHEAST CORNER OF THE BUILDING AND 28 FEET SOUTHWEST
 FA2904'OF THE MOST SOUTHEASTERLY OF THE STEEL POSTS OF A WOVEN-WIRE
 FA2904'FENCE AROUND A MICROWAVE TOWER.  THE DISK IS STAMPED
 FA2904'ANDERSON 2 1933 NO 4 1966.
 FA2904'
 FA2904'BLOCKED BY THE A.T. AND T. BUILDING AND TREES, NO DISTANT OBJECTS
 FA2904'WERE VISIBLE.
 FA2904'
 FA2904'ANDERSON FIRE TOWER IS THE FIRE LOOKOUT TOWER ON ANDERSON
 FA2904'MOUNTAIN, CENTER OF THE VENTILATOR IN THE MIDDLE OF THE ROOF
 FA2904'WAS THE OBJECT TAKEN.
 FA2904'
 FA2904'ANDERSON A.T. AND T. TOWER IS THE MICROWAVE TOWER ON
 FA2904'ANDERSON MOUNTAIN, CENTER OF THE TOWER WAS TAKEN.
 FA2904'
 FA2904'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FA2904'16 AND 150, GO NORTH ON 16 FOR 1.6 MILES TO A ROAD LEFT, TURN
 FA2904'LEFT AND FOLLOW ROAD (PARTIALLY PAVED) UPGRADE FOR 1.4 MILES
 FA2904'TO THE FIRE TOWER AND LOCKED GATE, GO THROUGH THE GATE AND
 FA2904'FOLLOW ROAD FOR 0.1 MILE TO THE BUILDING AND THE STATION.  (IF
 FA2904'NECESSARY TO OBTAIN KEY, CALL AMERICAN TELEPHONE AND
 FA2904'TELEGRAPH CO., LONG LINES DEPT., ROOM 520, 317 SOUTH TRYON
 FA2904'STREET, CHARLOTTE, N. C.)
 FA2904
 FA2904                          STATION RECOVERY (1982)
 FA2904
 FA2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FA2904'STATION IS ABOUT 4.2 MI (6.8 KM) WEST-NORTHWEST OF DENVER.
 FA2904'PROCEED NORTHWEST ALONG NC 16 FOR 1.7 MI (2.7 KM) FROM NC 150 (AT
 FA2904'CHRONICLE) TO TOWER ROAD, THENCE SOUTHWEST ALONG TOWER ROAD FOR 1.35
 FA2904'MI (2.17 KM) TO THE TOP OF THE MOUNTAIN AND THE SOUTHERN BELL TOWER
 FA2904'AND THE STATION, ON THE SOUTHWEST SIDE OF THE TOWER, IN THE EDGE OF
 FA2904'THE WOODS.
 FA2904'MARK PROJECTS 4 INCHES ABOVE GROUND AND IS LOCATED 74.0 FT (22.6 M)
 FA2904'SOUTH OF THE NORTHWEST CORNER OF A CONCRETE BUILDING--AND 68.5 FT
 FA2904'(20.9 M) SOUTH-SOUTHEAST OF A POWER POLE, 20.5 FT (6.2 M) EAST OF A
 FA2904'FOUR-PRONG CHESTNUT OAK, 33.0 FT (10.1 M) NORTH-NORTHEAST OF AN
 FA2904'8-INCH SHORT LEAF PINE--ALL THREE WITH REFERENCE TAGS.
 FA2904
 FA2904                          STATION RECOVERY (1985)
 FA2904
 FA2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FA2904'RECOVERED AS DESCRIBED.  THE STATION, RM 3 AND RM 4 WERE ALL FOUND IN
 FA2904'GOOD CONDITION.
 FA2904
 FA2904                          STATION RECOVERY (1992)
 FA2904
 FA2904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA2904'STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2908 ***********************************************************************
 FA2908  DESIGNATION -  ANDERSON 2 RM 4
 FA2908  PID         -  FA2908
 FA2908  STATE/COUNTY-  NC/CATAWBA
 FA2908  USGS QUAD   -  DENVER (1993)
 FA2908
 FA2908                         *CURRENT SURVEY CONTROL
 FA2908  ___________________________________________________________________
 FA2908* NAD 83(2001)-  35 33 57.48625(N)    081 05 25.11482(W)     ADJUSTED  
 FA2908* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 FA2908  ___________________________________________________________________
 FA2908  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA2908  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA2908  HORZ ORDER  -  SECOND
 FA2908
 FA2908.The horizontal coordinates were established by classical geodetic methods
 FA2908.and adjusted by the National Geodetic Survey in August 2005.
 FA2908
 FA2908.The orthometric height was scaled from a topographic map.
 FA2908
 FA2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2908
 FA2908.The geoid height was determined by GEOID03.
 FA2908
 FA2908;                    North         East     Units Scale Factor Converg.
 FA2908;SPC NC       -   203,441.503   420,139.188   MT  0.99988758   -1 12 23.3
 FA2908;SPC NC       -   667,457.66  1,378,406.65   sFT  0.99988758   -1 12 23.3
 FA2908;UTM  17      - 3,935,813.499   491,816.237   MT  0.99960083   -0 03 09.1
 FA2908
 FA2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2908!SPC NC       -   0.99993091  x   0.99988758  =   0.99981850
 FA2908!UTM  17      -   0.99993091  x   0.99960083  =   0.99953177
 FA2908
 FA2908:                Primary Azimuth Mark                     Grid Az
 FA2908:SPC NC       -  SIXTEEN 2                                108 42 28.0
 FA2908:UTM  17      -  SIXTEEN 2                                107 33 13.8
 FA2908
 FA2908|---------------------------------------------------------------------|
 FA2908| PID    Reference Object                     Distance      Geod. Az  |
 FA2908|                                                           dddmmss.s |
 FA2908| FA2907 SIXTEEN 2                           APPROX. 2.6 KM 1073004.7 |
 FA2908| FA3937 ANDERSON 2 RM 3                      40.443 METERS 23719     |
 FA2908| FA2904 ANDERSON 2                           26.032 METERS 27407     |
 FA2908| FA3941 ANDERSON 2 STAKE A                   38.761 METERS 28730     |
 FA2908|---------------------------------------------------------------------|
 FA2908
 FA2908                          SUPERSEDED SURVEY CONTROL
 FA2908
 FA2908  NAD 83(1986)-  35 33 57.49750(N)    081 05 25.12437(W) AD(       ) 2
 FA2908
 FA2908.Superseded values are not recommended for survey control.
 FA2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2908.See file dsdata.txt to determine how the superseded data were derived.
 FA2908
 FA2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9181635813(NAD 83)
 FA2908_MARKER: DR = REFERENCE MARK DISK
 FA2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2908_STAMPING: ANDERSON 2 1933 NO 4 1966
 FA2908_MARK LOGO: CGS   
 FA2908_PROJECTION: FLUSH
 FA2908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2908+STABILITY: SURFACE MOTION
 FA2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2908+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 FA2908
 FA2908  HISTORY     - Date     Condition        Report By
 FA2908  HISTORY     - 1966     MONUMENTED       CGS
 FA2908  HISTORY     - 19880420 GOOD             NCGS
 FA2908  HISTORY     - 20020323 GOOD             USPSQD
 FA2908  HISTORY     - 20050722 GOOD             USPSQD
 FA2908
 FA2908                          STATION DESCRIPTION
 FA2908
 FA2908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 FA2908'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF DENVER. PROCEED
 FA2908'ALONG NC 16 F0R 2.6 KM (1.6 MI) NORTHWEST FROM NC 150, THENCE
 FA2908'SOUTHWEST ALONG SR 1895 (TOWER ROAD) FOR 2.2 KM (1.4 MI) TO THE PEAK
 FA2908'OF ANDERSON MOUNTAIN AND STATION AT THE A.T. AND T. RELAY BUILDING.
 FA2908'MARK IS ABOUT LEVEL WITH SR 1895 AND IS RECESSED 2 INCHES BELOW
 FA2908'GROUND.  LOCATED 11.58 M (37.99 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 FA2908'OF THE RELAY BUILDING, 8.75 M (28.71 FT) SOUTWEST OF THE EAST METAL
 FA2908'FENCE POST, 11.25 M (36.91 FT) SOUTH OF A METAL CORNER GATE POST, AND
 FA2908'2.9 M (9.5 FT) WEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 FA2908
 FA2908                          STATION RECOVERY (2002)
 FA2908
 FA2908'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA2908'RECOVERED IN GOOD CONDITION.
 FA2908
 FA2908                          STATION RECOVERY (2005)
 FA2908
 FA2908'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA2908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3938 ***********************************************************************
 FA3938  DESIGNATION -  ANDERSON AZ MK
 FA3938  PID         -  FA3938
 FA3938  STATE/COUNTY-  NC/CATAWBA
 FA3938  USGS QUAD   -  DENVER (1993)
 FA3938
 FA3938                         *CURRENT SURVEY CONTROL
 FA3938  ___________________________________________________________________
 FA3938* NAD 83(2001)-  35 33 27.62922(N)    081 03 55.15030(W)     NO CHECK  
 FA3938* NAVD 88     -       287.     (meters)     942.     (feet)  VERTCON   
 FA3938  ___________________________________________________________________
 FA3938  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FA3938  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FA3938  HORZ ORDER  -  SECOND
 FA3938
 FA3938.The horizontal coordinates were established by classical geodetic methods
 FA3938.and adjusted by the National Geodetic Survey in August 2005.
 FA3938.No horizontal observational check was made to the station.
 FA3938
 FA3938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3938
 FA3938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3938
 FA3938.The geoid height was determined by GEOID03.
 FA3938
 FA3938;                    North         East     Units Scale Factor Converg.
 FA3938;SPC NC       -   202,474.212   422,384.782   MT  0.99988680   -1 11 31.3
 FA3938;SPC NC       -   664,284.14  1,385,774.07   sFT  0.99988680   -1 11 31.3
 FA3938;UTM  17      - 3,934,891.893   494,080.207   MT  0.99960043   -0 02 16.7
 FA3938
 FA3938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3938!SPC NC       -   0.99995998  x   0.99988680  =   0.99984679
 FA3938!UTM  17      -   0.99995998  x   0.99960043  =   0.99956043
 FA3938
 FA3938                          SUPERSEDED SURVEY CONTROL
 FA3938
 FA3938  NAD 83(1986)-  35 33 27.64139(N)    081 03 55.15623(W) AD(       ) 2
 FA3938  NGVD 29 (09/01/92)  287.     (m)          942.     (f) VERT ANG    3  
 FA3938
 FA3938.Superseded values are not recommended for survey control.
 FA3938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3938.See file dsdata.txt to determine how the superseded data were derived.
 FA3938
 FA3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9408034892(NAD 83)
 FA3938_MARKER: DZ = AZIMUTH MARK DISK
 FA3938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3938_STAMPING: ANDERSON 1948
 FA3938_MARK LOGO: CGS   
 FA3938_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3938+STABILITY: SURFACE MOTION
 FA3938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3938+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 FA3938
 FA3938  HISTORY     - Date     Condition        Report By
 FA3938  HISTORY     - 1948     MONUMENTED       CGS
 FA3938  HISTORY     - 19830328 GOOD             NCGS
 FA3938  HISTORY     - 19971216 GOOD             NCGS
 FA3938  HISTORY     - 20020323 GOOD             USPSQD
 FA3938  HISTORY     - 20050722 GOOD             USPSQD
 FA3938
 FA3938                          STATION DESCRIPTION
 FA3938
 FA3938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA3938'STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTHWEST OF DENVER (LINCOLN
 FA3938'COUNTY) AND 18.35 KM (11.40 MI) SOUTHEAST OF NEWTON.
 FA3938'ALONG NC 150 FOR 0.2 KM (0.1 MI) SOUTHWEST FROM NC 16 (AT CHRONICLE),
 FA3938'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF NC 150 AND SR 1855.
 FA3938'MARK IS FLUSH WITH GROUND.  LOCATED 60.0 FT (18.3 M) SOUTH OF THE
 FA3938'CENTERLINE OF SR 1855, 33.0 FT (10.1 M) NORTHWEST OF THE CENTERLINE
 FA3938'OF NC 150, AND 1.5 FT (0.5 M) SOUTH OF A POWER POLE.
 FA3938
 FA3938                          STATION RECOVERY (1997)
 FA3938
 FA3938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3938'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FA3938'BELIEVE THIS STATION DESIGNATION SHOULD BE CHANGED TO ANDERSON AZ, SEE
 FA3938'RUBBING AT BOTTOM OF DESCRIPTION (HARD COPY).
 FA3938'MARK IS ABOUT 3-FT HIGHER THAN NC 150 AND FLUSH WITH GROUND.  LOCATED
 FA3938'31.5 FT (9.6 M) NORTHWEST OF THE CENTERLINE OF NC 150, 50.0 FT (15.2
 FA3938'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1855 (EAST MAIDEN ROAD),
 FA3938'AND 3.4 FT (1.0 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE
 FA3938'TAG.
 FA3938
 FA3938                          STATION RECOVERY (2002)
 FA3938
 FA3938'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA3938'RECOVERED IN GOOD CONDITION.
 FA3938
 FA3938                          STATION RECOVERY (2005)
 FA3938
 FA3938'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA3938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4959 ***********************************************************************
 EZ4959  DESIGNATION -  ANDERSON CREEK
 EZ4959  PID         -  EZ4959
 EZ4959  STATE/COUNTY-  NC/HARNETT
 EZ4959  USGS QUAD   -  ANDERSON CREEK (1981)
 EZ4959
 EZ4959                         *CURRENT SURVEY CONTROL
 EZ4959  ___________________________________________________________________
 EZ4959* NAD 83(2001)-  35 16 59.40776(N)    078 54 59.49666(W)     ADJUSTED  
 EZ4959* NAVD 88     -        75.5    (meters)     248.     (feet)  VERTCON   
 EZ4959  ___________________________________________________________________
 EZ4959  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 EZ4959  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EZ4959  HORZ ORDER  -  THIRD
 EZ4959
 EZ4959.The horizontal coordinates were established by classical geodetic methods
 EZ4959.and adjusted by the National Geodetic Survey in August 2005.
 EZ4959
 EZ4959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4959
 EZ4959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4959
 EZ4959.The geoid height was determined by GEOID03.
 EZ4959
 EZ4959;                    North         East     Units Scale Factor Converg.
 EZ4959;SPC NC       -   170,077.563   617,194.019   MT  0.99987274   +0 02 53.4
 EZ4959;SPC NC       -   557,996.14  2,024,910.71   sFT  0.99987274   +0 02 53.4
 EZ4959;UTM  17      - 3,906,436.567   689,477.094   MT  1.00004246   +1 12 13.7
 EZ4959
 EZ4959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4959!SPC NC       -   0.99999332  x   0.99987274  =   0.99986606
 EZ4959!UTM  17      -   0.99999332  x   1.00004246  =   1.00003578
 EZ4959
 EZ4959:                Primary Azimuth Mark                     Grid Az
 EZ4959:SPC NC       -  SLOCOMB                                  143 29 46.5
 EZ4959:UTM  17      -  SLOCOMB                                  142 20 26.2
 EZ4959
 EZ4959|---------------------------------------------------------------------|
 EZ4959| PID    Reference Object                     Distance      Geod. Az  |
 EZ4959|                                                           dddmmss.s |
 EZ4959| EZ4811 SLOCOMB                             APPROX.10.1 KM 1433239.9 |
 EZ4959| EZ6064 ANDERSON CREEK AZ MK                               1710328.2 |
 EZ4959| EZ6065 ANDERSON CREEK RM 1                  28.505 METERS 21614     |
 EZ4959| EZ6066 ANDERSON CREEK RM 2                  31.306 METERS 34754     |
 EZ4959|---------------------------------------------------------------------|
 EZ4959
 EZ4959                          SUPERSEDED SURVEY CONTROL
 EZ4959
 EZ4959  NAD 83(1986)-  35 16 59.41463(N)    078 54 59.50643(W) AD(       ) 3
 EZ4959  NAD 27      -  35 16 58.84004(N)    078 55 00.40833(W) AD(       ) 3
 EZ4959  NGVD 29 (07/19/86)   75.8    (m)          249.     (f) VERT ANG    3  
 EZ4959
 EZ4959.Superseded values are not recommended for survey control.
 EZ4959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4959.See file dsdata.txt to determine how the superseded data were derived.
 EZ4959
 EZ4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8947706437(NAD 83)
 EZ4959_MARKER: DS = TRIANGULATION STATION DISK
 EZ4959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4959
 EZ4959  HISTORY     - Date     Condition        Report By
 EZ4959  HISTORY     - 1957     MONUMENTED       CGS
 EZ4959  HISTORY     - 1972     GOOD             NGS
 EZ4959  HISTORY     - 19971129 MARK NOT FOUND   USPSQD
 EZ4959
 EZ4959                          STATION DESCRIPTION
 EZ4959
 EZ4959'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4959'THE STATION IS LOCATED ABOUT 16 MILES NORTH OF FAYETTEVILLE AND
 EZ4959'10 MILES SOUTHWEST OF LILLINGTON AND ON THE FRONT LAWN OF THE
 EZ4959'ANDERSON CREEK SCHOOL GROUNDS.  IT IS 77 FEET SOUTHEAST OF THE
 EZ4959'SOUTH SIDE OF THE MAIN ENTRANCE TO THE SCHOOL BUILDING, 72 FEET
 EZ4959'EAST OF THE EAST WALL OF THE SCHOOL BUILDING AND 17.5 FEET EAST OF
 EZ4959'THE FLAG POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 EZ4959'THE DISK IS STAMPED ANDERSON CREEK 1957.
 EZ4959'
 EZ4959'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 EZ4959'SCHOOL BUILDING AND 3 FEET EAST OF THE EAST WALL OF THE SCHOOL
 EZ4959'BUILDING.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 EZ4959'DISK IS STAMPED ANDERSON CREEK NO 1 1957.
 EZ4959'
 EZ4959'REFERENCE MARK NO. 2 IS 71.5 FEET EAST NORTHEAST OF THE NORTHEAST
 EZ4959'CORNER OF THE SCHOOL BUILDING AND 15 FEET SOUTH OF THE CENTERLINE OF
 EZ4959'A DRIVEWAY.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 EZ4959'THE DISK IS STAMPED ANDERSON CREEK NO 2 1957.  AZIMUTH MARK IS 34
 EZ4959'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 210, 4 FEET NORTH OF
 EZ4959'A POWERLINE POLE WITH A TRANSFORMER AND 3 FEET NORTH OF A
 EZ4959'WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EZ4959'STAMPED ANDERSON CREEK 1957.
 EZ4959'
 EZ4959'TO REACH FROM THE JUNCTION OF US HIGHWAY 401 AND STATE HIGHWAY 210 IN
 EZ4959'THE SOUTHWESTERLY EDGE OF LILLINGTON, GO SOUTHWESTERLY ON STATE
 EZ4959'HIGHWAY 210 FOR 9.2 MILES TO THE ANDERSON CREEK SCHOOL ON THE RIGHT
 EZ4959'AND THE STATION AS DESCRIBED.
 EZ4959'
 EZ4959'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON STATE
 EZ4959'HIGHWAY 210 FOR 0.25 MILE TO THE MARK ON THE LEFT JUST BEFORE
 EZ4959'REACHING A CHURCH ON THE RIGHT.
 EZ4959'
 EZ4959'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ4959
 EZ4959                          STATION RECOVERY (1972)
 EZ4959
 EZ4959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JWC)
 EZ4959'MARK ANDERSON CREEK 1957 RECOVERED IN GOOD CONDITION.  CONCRETE
 EZ4959'BROKEN ON S SIDE.
 EZ4959'
 EZ4959'MARK RM NO. 1 RECOVERED IN GOOD CONDITION.  6 INCHES BELOW GROUND.
 EZ4959'DISTANCE CHECKS.
 EZ4959'
 EZ4959'MARK RM NO. 2 RECOVERED IN GOOD CONDITION.
 EZ4959'
 EZ4959'AZ. MARK RECOVERED IN GOOD CONDITION.  LINE TO STATION BLOCKED.
 EZ4959
 EZ4959                          STATION RECOVERY (1997)
 EZ4959
 EZ4959'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4872 ***********************************************************************
 FA4872  DESIGNATION -  ANDERSON MTN ATT MICROWAVE
 FA4872  PID         -  FA4872
 FA4872  STATE/COUNTY-  NC/CATAWBA
 FA4872  USGS QUAD   -  DENVER (1993)
 FA4872
 FA4872                         *CURRENT SURVEY CONTROL
 FA4872  ___________________________________________________________________
 FA4872* NAD 83(2001)-  35 33 57.90275(N)    081 05 24.92660(W)     ADJUSTED  
 FA4872* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FA4872  ___________________________________________________________________
 FA4872  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 FA4872  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA4872  HORZ ORDER  -  THIRD
 FA4872
 FA4872.The horizontal coordinates were established by classical geodetic methods
 FA4872.and adjusted by the National Geodetic Survey in August 2005.
 FA4872
 FA4872.The orthometric height was scaled from a topographic map.
 FA4872
 FA4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4872
 FA4872.The geoid height was determined by GEOID03.
 FA4872
 FA4872;                    North         East     Units Scale Factor Converg.
 FA4872;SPC NC       -   203,454.236   420,144.197   MT  0.99988759   -1 12 23.2
 FA4872;SPC NC       -   667,499.44  1,378,423.09   sFT  0.99988759   -1 12 23.2
 FA4872;UTM  17      - 3,935,826.326   491,820.986   MT  0.99960082   -0 03 09.0
 FA4872
 FA4872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4872!SPC NC       -   1.00000499  x   0.99988759  =   0.99989258
 FA4872!UTM  17      -   1.00000499  x   0.99960082  =   0.99960581
 FA4872
 FA4872                          SUPERSEDED SURVEY CONTROL
 FA4872
 FA4872  NAD 83(1986)-  35 33 57.91468(N)    081 05 24.93428(W) AD(       ) 4
 FA4872
 FA4872.Superseded values are not recommended for survey control.
 FA4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4872.See file dsdata.txt to determine how the superseded data were derived.
 FA4872
 FA4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9182135826(NAD 83)
 FA4872_MARKER: 45 = MICROWAVE TOWER
 FA4872_STAMPING: ANDERSON MTN ATT MICROWAVE
 FA4872_MARK LOGO: NCGS  
 FA4872_PROJECTION: FLUSH
 FA4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4872+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 FA4872
 FA4872  HISTORY     - Date     Condition        Report By
 FA4872  HISTORY     - 1987     FIRST OBSERVED   NCGS
 FA4872  HISTORY     - 19850101 GOOD             NCGS
 FA4872  HISTORY     - 20020323 GOOD             USPSQD
 FA4872  HISTORY     - 20040326 GOOD             USPSQD
 FA4872  HISTORY     - 20050722 GOOD             USPSQD
 FA4872
 FA4872                          STATION DESCRIPTION
 FA4872
 FA4872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA4872'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF DENVER AND 8 MI
 FA4872'(12.9 KM) EAST OF MAIDEN.
 FA4872'ON TOP OF ANDERSON MOUNTAIN, ADJACENT TO THE SOUTHEAST SIDE OF A LARGE
 FA4872'TELEPHONE COMPANY BUILDING.
 FA4872'THE TOWER HAS FOUR LEGS AND IS ABOUT 80 FEET TALL.  POINT POSITIONED
 FA4872'WAS THE CENTER OF THE TOWER.
 FA4872
 FA4872                          STATION RECOVERY (1985)
 FA4872
 FA4872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 FA4872'RECOVERED AS DESCRIBED.
 FA4872
 FA4872                          STATION RECOVERY (2002)
 FA4872
 FA4872'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA4872'RECOVERED IN GOOD CONDITION.
 FA4872
 FA4872                          STATION RECOVERY (2004)
 FA4872
 FA4872'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM)
 FA4872'RECOVERED IN GOOD CONDITION.
 FA4872
 FA4872                          STATION RECOVERY (2005)
 FA4872
 FA4872'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA4872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2641 ***********************************************************************
 AH2641  DESIGNATION -  ANDERSON MTN MICROWAVE TR BOLT
 AH2641  PID         -  AH2641
 AH2641  STATE/COUNTY-  NC/CATAWBA
 AH2641  USGS QUAD   -  DENVER (1993)
 AH2641
 AH2641                         *CURRENT SURVEY CONTROL
 AH2641  ___________________________________________________________________
 AH2641* NAD 83(2001)-  35 33 57.91548(N)    081 05 24.92205(W)     ADJUSTED  
 AH2641* NAVD 88     -       483.8    (meters)    1587.     (feet)  VERTCON   
 AH2641  ___________________________________________________________________
 AH2641  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AH2641  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 AH2641  HORZ ORDER  -  SECOND
 AH2641
 AH2641.The horizontal coordinates were established by classical geodetic methods
 AH2641.and adjusted by the National Geodetic Survey in August 2005.
 AH2641
 AH2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2641
 AH2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2641
 AH2641.The geoid height was determined by GEOID03.
 AH2641
 AH2641;                    North         East     Units Scale Factor Converg.
 AH2641;SPC NC       -   203,454.626   420,144.319   MT  0.99988759   -1 12 23.2
 AH2641;SPC NC       -   667,500.72  1,378,423.49   sFT  0.99988759   -1 12 23.2
 AH2641;UTM  17      - 3,935,826.718   491,821.101   MT  0.99960082   -0 03 09.0
 AH2641
 AH2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2641!SPC NC       -   0.99992903  x   0.99988759  =   0.99981663
 AH2641!UTM  17      -   0.99992903  x   0.99960082  =   0.99952988
 AH2641
 AH2641                          SUPERSEDED SURVEY CONTROL
 AH2641
 AH2641  NAD 83(1986)-  35 33 57.92773(N)    081 05 24.92789(W) AD(       ) 2
 AH2641  NGVD 29 (08/11/98)  484.0    (m)         1588.     (f) H LEVEL     3  
 AH2641
 AH2641.Superseded values are not recommended for survey control.
 AH2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2641.See file dsdata.txt to determine how the superseded data were derived.
 AH2641
 AH2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9182135827(NAD 83)
 AH2641_MARKER: 45 = MICROWAVE TOWER
 AH2641_PROJECTION: FLUSH
 AH2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2641+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 AH2641
 AH2641  HISTORY     - Date     Condition        Report By
 AH2641  HISTORY     - 1985     FIRST OBSERVED   NCGS
 AH2641  HISTORY     - 20020323 GOOD             USPSQD
 AH2641  HISTORY     - 20040326 GOOD             USPSQD
 AH2641  HISTORY     - 20050909 GOOD             USPSQD
 AH2641
 AH2641                          STATION DESCRIPTION
 AH2641
 AH2641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2641'STATION IS LOCATED ON THE ANDERSON MOUNTAIN MICROWAVE TOWER, 12.9 KM
 AH2641'(8.0 MI) EAST OF MAIDEN. PROCEED ALONG NC 16 FOR 2.7 KM (1.7 MI) NORTH
 AH2641'FROM NC 150, THENCE ALONG SR 1895 (TOWER RD) FOR 2.2 KM (1.4 MI)
 AH2641'SOUTHWEST, TO THE PEAK OF ANDERSON MOUNTAIN AND STATION ON THE FIRST
 AH2641'WALKWAY OF THE TOWER, ABOUT 100 FEET ABOVE GROUND. STATION IS A BOLT
 AH2641'ATTACHED TO THE METAL GRATE OF THE WALKWAY, IN THE CENTER OF THE
 AH2641'TOWER.
 AH2641
 AH2641                          STATION RECOVERY (2002)
 AH2641
 AH2641'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AH2641'RECOVERED IN GOOD CONDITION.
 AH2641
 AH2641                          STATION RECOVERY (2004)
 AH2641
 AH2641'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM)
 AH2641'RECOVERED IN GOOD CONDITION.
 AH2641
 AH2641                          STATION RECOVERY (2005)
 AH2641
 AH2641'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4873 ***********************************************************************
 FA4873  DESIGNATION -  ANDERSON MTN SHP MAST
 FA4873  PID         -  FA4873
 FA4873  STATE/COUNTY-  NC/CATAWBA
 FA4873  USGS QUAD   -  DENVER (1993)
 FA4873
 FA4873                         *CURRENT SURVEY CONTROL
 FA4873  ___________________________________________________________________
 FA4873* NAD 83(2001)-  35 34 05.85287(N)    081 05 19.66527(W)     NO CHECK  
 FA4873* NAVD 88     -              **(meters)            **(feet)            
 FA4873  ___________________________________________________________________
 FA4873  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FA4873  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA4873  HORZ ORDER  -  THIRD
 FA4873
 FA4873.The horizontal coordinates were established by classical geodetic methods
 FA4873.and adjusted by the National Geodetic Survey in August 2005.
 FA4873.No horizontal observational check was made to the station.
 FA4873
 FA4873
 FA4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4873
 FA4873.The geoid height was determined by GEOID03.
 FA4873
 FA4873;                    North         East     Units Scale Factor Converg.
 FA4873;SPC NC       -   203,696.386   420,281.797   MT  0.99988780   -1 12 20.1
 FA4873;SPC NC       -   668,293.89  1,378,874.53   sFT  0.99988780   -1 12 20.1
 FA4873;UTM  17      - 3,936,071.128   491,953.645   MT  0.99960080   -0 03 05.9
 FA4873
 FA4873                          SUPERSEDED SURVEY CONTROL
 FA4873
 FA4873  NAD 83(1986)-  35 34 05.86419(N)    081 05 19.67064(W) AD(       ) 4
 FA4873
 FA4873.Superseded values are not recommended for survey control.
 FA4873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4873.See file dsdata.txt to determine how the superseded data were derived.
 FA4873
 FA4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9195436071(NAD 83)
 FA4873_MARKER: 42 = RADIO/TV MAST
 FA4873_MARK LOGO: NCGS  
 FA4873
 FA4873  HISTORY     - Date     Condition        Report By
 FA4873  HISTORY     - 1983     FIRST OBSERVED   NCGS
 FA4873  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 FA4873  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 FA4873  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 FA4873
 FA4873                          STATION DESCRIPTION
 FA4873
 FA4873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4873'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTHWEST OF DENVER, AND 10.0
 FA4873'MI (16.1 KM) SOUTHEAST OF NEWTON.
 FA4873'PROCEED ALONG NC 16 FOR 1.7 MI (2.7 KM) NORTHWEST FROM NC 150 (AT
 FA4873'CHRONICLE)TO TOWER ROAD, THENCE SOUTHWEST ALONG TOWER ROAD FOR 1.35
 FA4873'MI (2.17 KM) TO THE TOP OF ANDERSON MOUNTAIN AND THE HIGHWAY PATROL
 FA4873'RADIO TOWER.
 FA4873
 FA4873                          STATION RECOVERY (2002)
 FA4873
 FA4873'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA4873'MARK NOT FOUND.
 FA4873
 FA4873                          STATION RECOVERY (2004)
 FA4873
 FA4873'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM)
 FA4873'MARK NOT FOUND.
 FA4873
 FA4873                          STATION RECOVERY (2005)
 FA4873
 FA4873'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA4873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1218 ***********************************************************************
 FA1218  DESIGNATION -  ANDRA
 FA1218  PID         -  FA1218
 FA1218  STATE/COUNTY-  NC/STANLY
 FA1218  USGS QUAD   -  MORROW MOUNTAIN (1994)
 FA1218
 FA1218                         *CURRENT SURVEY CONTROL
 FA1218  ___________________________________________________________________
 FA1218* NAD 83(2001)-  35 17 25.44801(N)    080 07 08.28527(W)     ADJUSTED  
 FA1218* NAVD 88     -        94.413  (meters)     309.75   (feet)  ADJUSTED  
 FA1218  ___________________________________________________________________
 FA1218  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 FA1218  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA1218  DYNAMIC HT  -          94.330 (meters)     309.48  (feet)  COMP
 FA1218  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 FA1218
 FA1218  HORZ ORDER  -  SECOND
 FA1218  VERT ORDER  -  SECOND    CLASS II
 FA1218
 FA1218.The horizontal coordinates were established by classical geodetic methods
 FA1218.and adjusted by the National Geodetic Survey in August 2005.
 FA1218
 FA1218.The orthometric height was determined by differential leveling
 FA1218.and adjusted in June 1991.
 FA1218
 FA1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1218
 FA1218.The geoid height was determined by GEOID03.
 FA1218
 FA1218.The dynamic height is computed by dividing the NAVD 88
 FA1218.geopotential number by the normal gravity value computed on the
 FA1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1218.degrees latitude (g = 980.6199 gals.).
 FA1218
 FA1218.The modeled gravity was interpolated from observed gravity values.
 FA1218
 FA1218;                    North         East     Units Scale Factor Converg.
 FA1218;SPC NC       -   171,450.371   507,829.973   MT  0.99987282   -0 38 45.0
 FA1218;SPC NC       -   562,500.09  1,666,105.50   sFT  0.99987282   -0 38 45.0
 FA1218;UTM  17      - 3,905,604.195   580,111.603   MT  0.99967909   +0 30 32.5
 FA1218
 FA1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1218!SPC NC       -   0.99998995  x   0.99987282  =   0.99986278
 FA1218!UTM  17      -   0.99998995  x   0.99967909  =   0.99966905
 FA1218
 FA1218|---------------------------------------------------------------------|
 FA1218| PID    Reference Object                     Distance      Geod. Az  |
 FA1218|                                                           dddmmss.s |
 FA1218| FA1217 JACRE                               288.416 METERS 00221     |
 FA1218| FA1219 RAY                                 APPROX. 0.5 KM 1671524.1 |
 FA1218|---------------------------------------------------------------------|
 FA1218
 FA1218                          SUPERSEDED SURVEY CONTROL
 FA1218
 FA1218  NAD 83(1986)-  35 17 25.45910(N)    080 07 08.29703(W) AD(       ) 2
 FA1218  NAD 27      -  35 17 24.94423(N)    080 07 09.09077(W) AD(       ) 2
 FA1218  NGVD 29 (??/??/92)   94.670  (m)          310.60   (f) ADJ UNCH    2 2
 FA1218
 FA1218.Superseded values are not recommended for survey control.
 FA1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1218.See file dsdata.txt to determine how the superseded data were derived.
 FA1218
 FA1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8011205604(NAD 83)
 FA1218_MARKER: DD = SURVEY DISK
 FA1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1218_STAMPING: ANDRA 1974
 FA1218
 FA1218  HISTORY     - Date     Condition        Report By
 FA1218  HISTORY     - UNK      MONUMENTED
 FA1218  HISTORY     - 1974     GOOD             NCGS
 FA1218
 FA1218                          STATION DESCRIPTION
 FA1218
 FA1218'DESCRIBED UNK
 FA1218'4.5 MI N FROM NORWOOD.
 FA1218'ANDRA IS LOCATED APPROXIMATELY 6.1 MILES SOUTHEAST OF ALBEMARLE.  TO
 FA1218'REACH STATION FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR
 FA1218'1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1218'ALONG SR 1740 FOR 4.85 MILES TO STATION ON THE LEFT BETWEEN A DRIVEWAY
 FA1218'TO A MOBILE HOME AND A FARM ROAD LEADING WEST, AND 0.1 MILE SOUTH OF
 FA1218'JACOBS CREEK.  50.8 FT. WEST OF C/L OF SR 1740, 20.2 FT. NORTH OF C/L
 FA1218'OF DRIVEWAY, 28.1 FT. SSW OF C/L OF FARM ROAD, 105.4 FT. NE OF NE
 FA1218'CORNER OF MOBILE HOME, 52.5 FT. SSW OF PP WITH TRANSFORMER AND WITH
 FA1218'ALUMINUM REF. TAG, 62.8 FT. NE OF SERVICE POLE WITH ALUMINUM REF. TAG,
 FA1218'AND 9.1 FT. ENE OF 10 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN
 FA1218'TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FA1218
 FA1218                          STATION RECOVERY (1974)
 FA1218
 FA1218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1218'ANDRA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1218'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1218'
 FA1218'ANDRA IS LOCATED APPROXIMATELY 4.5 MILES NORTH OF NORWOOD AND
 FA1218'6.1 MILES SOUTHEAST OF ALBEMARLE.  TO REACH STATION FROM
 FA1218'INTERSECTION OF SR 1740 (PEE DEE AVE.) AND SR 1932 (ANSON AVE.)
 FA1218'WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NORTH ALONG SR 1740
 FA1218'FOR 4.85 MILES TO STATION ON THE LEFT BETWEEN A DRIVEWAY TO A
 FA1218'MOBILE HOME AND A FARM ROAD LEADING WEST, AND 0.1 MILE SOUTH OF
 FA1218'JACOBS CREEK.
 FA1218'
 FA1218'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1218'ANDRA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1218'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1218'
 FA1218'MARK IS 50.8 FT W OF C/L OF SR 1740
 FA1218'
 FA1218'20.2 FT N OF C/L OF DRIVEWAY
 FA1218'
 FA1218'28.1 FT SSW OF C/L OF FARM ROAD
 FA1218'
 FA1218'105.4 FT NE OF NE CORNER OF MOBILE HOME
 FA1218'
 FA1218'52.5 FT SSW OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 FA1218'
 FA1218'62.8 FT NE OF SERVICE POLE WITH ALUMINUM REF. TAG
 FA1218'
 FA1218'9.1 FT ENE OF 10 INCH PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1790 ***********************************************************************
 FA1790  DESIGNATION -  ANDREW
 FA1790  PID         -  FA1790
 FA1790  STATE/COUNTY-  NC/ROWAN
 FA1790  USGS QUAD   -  SALISBURY (1987)
 FA1790
 FA1790                         *CURRENT SURVEY CONTROL
 FA1790  ___________________________________________________________________
 FA1790* NAD 83(2001)-  35 40 44.23348(N)    080 24 44.75035(W)     ADJUSTED  
 FA1790* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 FA1790  ___________________________________________________________________
 FA1790  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 FA1790  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FA1790  HORZ ORDER  -  SECOND
 FA1790
 FA1790.The horizontal coordinates were established by classical geodetic methods
 FA1790.and adjusted by the National Geodetic Survey in August 2005.
 FA1790
 FA1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1790
 FA1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1790
 FA1790.The geoid height was determined by GEOID03.
 FA1790
 FA1790;                    North         East     Units Scale Factor Converg.
 FA1790;SPC NC       -   214,890.847   481,754.160   MT  0.99990031   -0 48 54.8
 FA1790;SPC NC       -   705,021.05  1,580,555.11   sFT  0.99990031   -0 48 54.8
 FA1790;UTM  17      - 3,948,499.698   553,170.335   MT  0.99963484   +0 20 33.7
 FA1790
 FA1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1790!SPC NC       -   0.99997271  x   0.99990031  =   0.99987302
 FA1790!UTM  17      -   0.99997271  x   0.99963484  =   0.99960756
 FA1790
 FA1790:                Primary Azimuth Mark                     Grid Az
 FA1790:SPC NC       -  GAS                                      243 15 28.0
 FA1790:UTM  17      -  GAS                                      242 05 59.5
 FA1790
 FA1790|---------------------------------------------------------------------|
 FA1790| PID    Reference Object                     Distance      Geod. Az  |
 FA1790|                                                           dddmmss.s |
 FA1790| FA1802 GAS                                 APPROX. 2.0 KM 2422633.2 |
 FA1790| FA1795 CHANTI                              297.148 METERS 24401     |
 FA1790|---------------------------------------------------------------------|
 FA1790
 FA1790                          SUPERSEDED SURVEY CONTROL
 FA1790
 FA1790  NAD 83(1986)-  35 40 44.24369(N)    080 24 44.75701(W) AD(       ) 2
 FA1790  NAD 27      -  35 40 43.74109(N)    080 24 45.55257(W) AD(       ) 2
 FA1790  NGVD 29 (07/19/86)  205.2    (m)          673.     (f) VERT ANG    3  
 FA1790
 FA1790.Superseded values are not recommended for survey control.
 FA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1790.See file dsdata.txt to determine how the superseded data were derived.
 FA1790
 FA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5317048500(NAD 83)
 FA1790_MARKER: DE = TRAVERSE STATION DISK
 FA1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1790+STABILITY: SURFACE MOTION
 FA1790
 FA1790  HISTORY     - Date     Condition        Report By
 FA1790  HISTORY     - 1964     MONUMENTED       NCGS
 FA1790  HISTORY     - 19900814 MARK NOT FOUND   NCGS
 FA1790
 FA1790                          STATION DESCRIPTION
 FA1790
 FA1790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA1790'ANDREW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1790'IN THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA1790'
 FA1790'ANDREW IS 3.5 MILES E OF SALISBURY, AND 1.6 MILES SE OF
 FA1790'SPENCER.  LOCATED 0.2 MILES NE ALONG I 85 FROM BRIDGE ON I 85
 FA1790'OVER ANDREW ST. (SR 1915).  1.3 MILES SW OF BRIDGE OVER I 85
 FA1790'ON LONG FERRY RD. (SR 2120).  ON S SIDE OF I 85.  AT TOP OF SLOOP
 FA1790'TO DITCH.  AT EDGE OF WOODS, AND APPROXIMATELY 600 FT N OF
 FA1790'CHANTICLEER RESTAURANT.
 FA1790'
 FA1790'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1790'ANDREW 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1790'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1790'
 FA1790'MARK IS
 FA1790'
 FA1790'53.6 FT SE OF C/L OF N BOUND LANE OF I 85
 FA1790'
 FA1790'14.7 FT W OF 3 LEAD NAILS IN 20 INCH POPLAR
 FA1790'
 FA1790'19.1 FT S OF 3 LEAD NAILS IN 10 INCH B. OAK
 FA1790'
 FA1790'70.0 FT N OF 3 LEAD NAILS IN PP 16
 FA1790'
 FA1790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1790
 FA1790                          STATION RECOVERY (1990)
 FA1790
 FA1790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA1790'AN INSTRUMENT SEARCH WAS MADE--MARK COULD NOT BE LOCATED AND IS
 FA1790'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9540 ***********************************************************************
 AE9540  DESIGNATION -  ANDREW
 AE9540  PID         -  AE9540
 AE9540  STATE/COUNTY-  NC/BEAUFORT
 AE9540  USGS QUAD   -  RANSOMVILLE (1983)
 AE9540
 AE9540                         *CURRENT SURVEY CONTROL
 AE9540  ___________________________________________________________________
 AE9540* NAD 83(2001)-  35 22 31.95163(N)    076 44 42.66747(W)     ADJUSTED  
 AE9540* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 AE9540  ___________________________________________________________________
 AE9540  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AE9540  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 AE9540  HORZ ORDER  -  SECOND
 AE9540
 AE9540.The horizontal coordinates were established by classical geodetic methods
 AE9540.and adjusted by the National Geodetic Survey in August 2005.
 AE9540
 AE9540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9540
 AE9540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9540
 AE9540.The geoid height was determined by GEOID03.
 AE9540
 AE9540;                    North         East     Units Scale Factor Converg.
 AE9540;SPC NC       -   182,648.151   814,451.014   MT  0.99987492   +1 18 05.1
 AE9540;SPC NC       -   599,238.14  2,672,078.04   sFT  0.99987492   +1 18 05.1
 AE9540;UTM  18      - 3,916,088.537   341,471.803   MT  0.99990971   -1 00 38.0
 AE9540
 AE9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9540!SPC NC       -   1.00000558  x   0.99987492  =   0.99988050
 AE9540!UTM  18      -   1.00000558  x   0.99990971  =   0.99991529
 AE9540
 AE9540                          SUPERSEDED SURVEY CONTROL
 AE9540
 AE9540  NAD 83(1986)-  35 22 31.96233(N)    076 44 42.67795(W) AD(       ) 2
 AE9540  NGVD 29 (04/29/98)    2.0    (m)            7.     (f) VERT ANG    3  
 AE9540
 AE9540.Superseded values are not recommended for survey control.
 AE9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9540.See file dsdata.txt to determine how the superseded data were derived.
 AE9540
 AE9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4147216089(NAD 83)
 AE9540_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9540_STAMPING: ANDREW 1983
 AE9540_MARK LOGO: NCGS  
 AE9540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9540+STABILITY: SURFACE MOTION
 AE9540
 AE9540  HISTORY     - Date     Condition        Report By
 AE9540  HISTORY     - 1983     MONUMENTED       NCGS
 AE9540  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 AE9540
 AE9540                          STATION DESCRIPTION
 AE9540
 AE9540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE9540'STATION WAS SET IN 1983 AND USED BUT WAS FOUND DESTROYED IN 1986.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3971 ***********************************************************************
 AH3971  DESIGNATION -  ANDREW
 AH3971  PID         -  AH3971
 AH3971  STATE/COUNTY-  NC/SURRY
 AH3971  USGS QUAD   -  CANA (1985)
 AH3971
 AH3971                         *CURRENT SURVEY CONTROL
 AH3971  ___________________________________________________________________
 AH3971* NAD 83(2001)-  36 31 58.40836(N)    080 37 48.82742(W)     ADJUSTED  
 AH3971* NAVD 88     -       374.54   (+/-2cm)    1228.8    (feet)  VERTCON   
 AH3971  ___________________________________________________________________
 AH3971  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AH3971  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH3971  HORZ ORDER  -  SECOND
 AH3971  VERT ORDER  -  THIRD (See Below)
 AH3971
 AH3971.The horizontal coordinates were established by classical geodetic methods
 AH3971.and adjusted by the National Geodetic Survey in August 2005.
 AH3971
 AH3971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3971.The vertical order pertains to the NGVD 29 superseded value.
 AH3971
 AH3971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3971
 AH3971.The geoid height was determined by GEOID03.
 AH3971
 AH3971;                    North         East     Units Scale Factor Converg.
 AH3971;SPC NC       -   309,933.254   463,597.562   MT  1.00012283   -0 56 27.3
 AH3971;SPC NC       - 1,016,839.35  1,520,986.33   sFT  1.00012283   -0 56 27.3
 AH3971;UTM  17      - 4,043,120.098   533,100.921   MT  0.99961350   +0 13 12.4
 AH3971
 AH3971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3971!SPC NC       -   0.99994640  x   1.00012283  =   1.00006923
 AH3971!UTM  17      -   0.99994640  x   0.99961350  =   0.99955992
 AH3971
 AH3971                          SUPERSEDED SURVEY CONTROL
 AH3971
 AH3971  NAD 83(1986)-  36 31 58.41586(N)    080 37 48.83260(W) AD(       ) 2
 AH3971  NGVD 29 (12/22/97)  374.71   (m)         1229.4    (f) LEVELING    3  
 AH3971
 AH3971.Superseded values are not recommended for survey control.
 AH3971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3971.See file dsdata.txt to determine how the superseded data were derived.
 AH3971
 AH3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3310143120(NAD 83)
 AH3971_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3971_STAMPING: ANDREW 1986
 AH3971_MARK LOGO: NCGS  
 AH3971_PROJECTION: FLUSH
 AH3971_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3971+STABILITY: SURFACE MOTION
 AH3971
 AH3971  HISTORY     - Date     Condition        Report By
 AH3971  HISTORY     - 1986     MONUMENTED       NCGS
 AH3971
 AH3971                          STATION DESCRIPTION
 AH3971
 AH3971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3971'STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHWEST OF MT. AIRY. ALONG
 AH3971'US 52 FOR 0.5 KM (0.30 MI) NORTH FROM THE CROSSROADS JUNCTION WITH US
 AH3971'52 BUSINESS AND WESTLAKE DRIVE, ON TOP OF EAST BANK, AT MT. AIRY
 AH3971'GRANITE WELCOME SIGN, AND ABOUT 400-FEET NORTHEAST OF ST. ANDREWS
 AH3971'CHURCH. MARK IS FLUSH WITH GROUND AND ABOUT 3 1/2-FEET HIGHER THAN THE
 AH3971'HIGHWAY. LOCATED 13.7 M (44.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 AH3971'NORTH BOUND LANE, 27.7 M (90.9 FT) SOUTH-SOUTHEAST OF SOUTHEAST END OF
 AH3971'GRAVEL DRIVE CULVERT, 17.0 M (55.8 FT) NORTH-NORTHWEST OF THE
 AH3971'WESTERNMOST CORNER OF GRANITE SIGN, 7.4 M (24.3 FT) SOUTHWEST OF A
 AH3971'6-INCH WHITE PINE, AND 6.4 M (21.0 FT) WEST OF A 32-INCH TRIPLE TRUNK
 AH3971'OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8635 ***********************************************************************
 DG8635  DESIGNATION -  ANDREW
 DG8635  PID         -  DG8635
 DG8635  STATE/COUNTY-  NC/NEW HANOVER
 DG8635  USGS QUAD   -  WILMINGTON (1979)
 DG8635
 DG8635                         *CURRENT SURVEY CONTROL
 DG8635  ___________________________________________________________________
 DG8635* NAD 83(2007)-  34 10 30.17725(N)    077 53 56.93868(W)     ADJUSTED  
 DG8635* NAVD 88     -        13.4    (meters)      44.     (feet)  GPS OBS   
 DG8635  ___________________________________________________________________
 DG8635  EPOCH DATE  -        2002.00
 DG8635  X           -   1,107,356.581 (meters)                     COMP
 DG8635  Y           -  -5,164,982.949 (meters)                     COMP
 DG8635  Z           -   3,562,514.207 (meters)                     COMP
 DG8635  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 DG8635  ELLIP HEIGHT-         -23.672 (meters)          (02/10/07) ADJUSTED
 DG8635  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 DG8635
 DG8635  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8635  Type    PID    Designation                      North   East  Ellip
 DG8635  -------------------------------------------------------------------
 DG8635  NETWORK DG8635 ANDREW                            0.59   0.51   1.47
 DG8635  -------------------------------------------------------------------
 DG8635
 DG8635.The horizontal coordinates were established by GPS observations
 DG8635.and adjusted by the National Geodetic Survey in February 2007.
 DG8635
 DG8635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8635.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8635.The horizontal coordinates are valid at the epoch date displayed above.
 DG8635.The epoch date for horizontal control is a decimal equivalence
 DG8635.of Year/Month/Day.
 DG8635
 DG8635.The orthometric height was determined by GPS observations and a
 DG8635.high-resolution geoid model.
 DG8635
 DG8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8635
 DG8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8635
 DG8635.The ellipsoidal height was determined by GPS observations
 DG8635.and is referenced to NAD 83.
 DG8635
 DG8635.The geoid height was determined by GEOID03.
 DG8635
 DG8635;                    North         East     Units Scale Factor Converg.
 DG8635;SPC NC       -    47,715.877   711,096.705   MT  1.00004759   +0 38 07.4
 DG8635;SPC NC       -   156,547.84  2,332,989.77   sFT  1.00004759   +0 38 07.4
 DG8635;UTM  18      - 3,785,364.936   232,777.847   MT  1.00048033   -1 37 46.1
 DG8635
 DG8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8635!SPC NC       -   1.00000372  x   1.00004759  =   1.00005131
 DG8635!UTM  18      -   1.00000372  x   1.00048033  =   1.00048405
 DG8635
 DG8635                          SUPERSEDED SURVEY CONTROL
 DG8635
 DG8635  NAD 83(1986)-  34 10 30.18778(N)    077 53 56.95076(W) AD(       ) 1
 DG8635  NAD 83(2001)-  34 10 30.17750(N)    077 53 56.93816(W) AD(       ) 1
 DG8635  ELLIP H (12/29/04)  -23.662  (m)                       GP(       ) 4 1
 DG8635
 DG8635.Superseded values are not recommended for survey control.
 DG8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8635.See file dsdata.txt to determine how the superseded data were derived.
 DG8635
 DG8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3277885365(NAD 83)
 DG8635_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8635_STAMPING: ANDREW 1994
 DG8635_MARK LOGO: NCGS  
 DG8635_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8635+STABILITY: SURFACE MOTION
 DG8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8635+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1997
 DG8635
 DG8635  HISTORY     - Date     Condition        Report By
 DG8635  HISTORY     - 1994     MONUMENTED       NCGS
 DG8635  HISTORY     - 19971027 SEE DESCRIPTION  NCGS
 DG8635
 DG8635                          STATION DESCRIPTION
 DG8635
 DG8635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB)
 DG8635'NOTE---STATION ANDREW WAS REPORTED DESTROYED BY BENJI BROWN
 DG8635'(WILMINGTON ENGINEER) OCT 27, 1997.  GAS LINE INSTALLATION WAS THE
 DG8635'CAUSE.  STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 DG8635'WILMINGTON.  ALONG 17TH STREET FOR 0.45 MI (0.72 KM) WEST FROM NC 132
 DG8635'(COLLEGE ROAD) AT JOHN D.  BERRY/SAINT ANDREWS DRIVE CROSSROADS, IN
 DG8635'THE SOUTHEAST QUADRANT.  MARK IS ABOUT LEVEL WITH THE ROAD AND IS
 DG8635'RECESSED 2 INCHES BELOW GROUND.  LOCATED 69.2 FT (21.1 M) SOUTHWEST OF
 DG8635'THE CENTERLINE OF THE WEST END OF THE CONCRETE MEDIAN OF 17TH STREET,
 DG8635'85.9 FT (26.2 M) EAST OF A HYDRANT, 21.4 FT (6.5 M) NORTHWEST OF THE
 DG8635'NORTHWEST CORNER OF A HIGH VOLTAGE BOX, 21.3 FT (6.5 M) NORTHEAST OF A
 DG8635'MANHOLE COVER--AND 25.6 FT (7.8 M) WEST OF A POWER POLE, 25.0 FT (7.6
 DG8635'M) NORTH-NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9416 ***********************************************************************
 DH9416  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9416  DESIGNATION -  ANDREW
 DH9416  PID         -  DH9416
 DH9416  STATE/COUNTY-  NC/MOORE
 DH9416  USGS QUAD   -  SOUTHERN PINES (1984)
 DH9416
 DH9416                         *CURRENT SURVEY CONTROL
 DH9416  ___________________________________________________________________
 DH9416* NAD 83(2001)-  35 12 12.16017(N)    079 28 12.91041(W)     ADJUSTED  
 DH9416* NAVD 88     -       150.49   (meters)     493.7    (feet)  GPS OBS   
 DH9416  ___________________________________________________________________
 DH9416  X           -     953,486.280 (meters)                     COMP
 DH9416  Y           -  -5,129,686.918 (meters)                     COMP
 DH9416  Z           -   3,656,395.256 (meters)                     COMP
 DH9416  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 DH9416  ELLIP HEIGHT-         119.062 (meters)          (04/27/06) ADJUSTED
 DH9416  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DH9416  HORZ ORDER  -  FIRST
 DH9416  ELLP ORDER  -  FOURTH    CLASS II
 DH9416
 DH9416.The horizontal coordinates were established by GPS observations
 DH9416.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2006.
 DH9416
 DH9416.The orthometric height was determined by GPS observations and a
 DH9416.high-resolution geoid model.
 DH9416.The orthometric height was determined by GPS observations and a
 DH9416.high-resolution geoid model using precise GPS observation and
 DH9416.processing techniques.
 DH9416
 DH9416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9416
 DH9416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9416
 DH9416.The ellipsoidal height was determined by GPS observations
 DH9416.and is referenced to NAD 83.
 DH9416
 DH9416.The geoid height was determined by GEOID03.
 DH9416
 DH9416;                    North         East     Units Scale Factor Converg.
 DH9416;SPC NC       -   161,324.496   566,784.783   MT  0.99987295   -0 16 17.1
 DH9416;SPC NC       -   529,278.78  1,859,526.41   sFT  0.99987295   -0 16 17.1
 DH9416;UTM  17      - 3,896,669.066   639,251.281   MT  0.99983898   +0 52 55.2
 DH9416
 DH9416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9416!SPC NC       -   0.99998131  x   0.99987295  =   0.99985426
 DH9416!UTM  17      -   0.99998131  x   0.99983898  =   0.99982029
 DH9416
 DH9416:                Primary Azimuth Mark                     Grid Az
 DH9416:SPC NC       -  HERO                                     064 51 57.2
 DH9416:UTM  17      -  HERO                                     063 42 44.9
 DH9416
 DH9416|---------------------------------------------------------------------|
 DH9416| PID    Reference Object                     Distance      Geod. Az  |
 DH9416|                                                           dddmmss.s |
 DH9416| DH9415 HERO                                APPROX. 0.5 KM 0643540.1 |
 DH9416|---------------------------------------------------------------------|
 DH9416
 DH9416                          SUPERSEDED SURVEY CONTROL
 DH9416
 DH9416  NAD 83(1986)-  35 12 12.16682(N)    079 28 12.91566(W) AD(       ) 1
 DH9416
 DH9416.Superseded values are not recommended for survey control.
 DH9416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9416.See file dsdata.txt to determine how the superseded data were derived.
 DH9416
 DH9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3925196669(NAD 83)
 DH9416_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9416_STAMPING: ANDREW 2005
 DH9416_MARK LOGO: NCGS  
 DH9416_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9416+STABILITY: SURFACE MOTION
 DH9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9416+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DH9416
 DH9416  HISTORY     - Date     Condition        Report By
 DH9416  HISTORY     - 2005     MONUMENTED       NCGS
 DH9416  HISTORY     - 20071019 GOOD             NCGS
 DH9416
 DH9416                          STATION DESCRIPTION
 DH9416
 DH9416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005
 DH9416'STATION IS LOCATED IN PINEHURST AND AT THE PINEHURST CITY HALL.
 DH9416' 
 DH9416'PROCEED WEST ALONG NC 211 FOR 0.9 MI (1.45 KM) FROM US 15/501 AND NC
 DH9416'211 INTERSECTION TO RATTLESNAKE TRAIL, THENCE SOUTH ALONG RATTLESNAKE
 DH9416'TRAIL FOR 0.20 MI (0.32 KM) TO MAGNOLIA ROAD, THENCE NORTHWEST ALONG
 DH9416'MAGNOLIA ROAD FOR 0.40 MI (0.64 KM) TO PINEHURST CITY HALL AND
 DH9416'STATION.
 DH9416' 
 DH9416'STATION IS ABOUT 4.0-FEET HIGHER THAN MAGNOLIA ROAD AND IS FLUSH WITH
 DH9416'THE GROUND.  LOCATED 82.0 FT (25.0 M) WEST-NORTHWEST OF THE CENTERLINE
 DH9416'OF MAGNOLIA ROAD, 89.4 FT (27.2 M) SOUTH OF THE SOUTH CORNER OF THE
 DH9416'BRICK BUILDING (CITY HALL), 76.1 WEST-SOUTHWEST OF METAL LAMP POST,
 DH9416'72.4 FT (22.1 M) SOUTH-SOUTHWEST OF THE CENTER OF CENTENNIAL TIME
 DH9416'CAPSULE STONE, 23.2 FT (7.1 M) SOUTHWEST OF CENTER OF SEWER MANHOLE
 DH9416'COVER, AND 1.4 FT (0.4 M) SOUTHEAST OF CARSONITE WITNESS POST.
 DH9416
 DH9416                          STATION RECOVERY (2007)
 DH9416
 DH9416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007
 DH9416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1893 ***********************************************************************
 FY1893  DESIGNATION -  ANDREWS
 FY1893  PID         -  FY1893
 FY1893  STATE/COUNTY-  NC/DURHAM
 FY1893  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY1893
 FY1893                         *CURRENT SURVEY CONTROL
 FY1893  ___________________________________________________________________
 FY1893* NAD 83(2001)-  36 06 40.67952(N)    078 54 21.17425(W)     ADJUSTED  
 FY1893* NAVD 88     -       154.783  (meters)     507.82   (feet)  ADJUSTED  
 FY1893  ___________________________________________________________________
 FY1893  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 FY1893  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FY1893  DYNAMIC HT  -         154.659 (meters)     507.41  (feet)  COMP
 FY1893  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 FY1893
 FY1893  HORZ ORDER  -  SECOND
 FY1893  VERT ORDER  -  SECOND    CLASS I
 FY1893
 FY1893.The horizontal coordinates were established by classical geodetic methods
 FY1893.and adjusted by the National Geodetic Survey in August 2005.
 FY1893
 FY1893.The orthometric height was determined by differential leveling
 FY1893.and adjusted in June 1991.
 FY1893
 FY1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1893
 FY1893.The geoid height was determined by GEOID03.
 FY1893
 FY1893.The dynamic height is computed by dividing the NAVD 88
 FY1893.geopotential number by the normal gravity value computed on the
 FY1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1893.degrees latitude (g = 980.6199 gals.).
 FY1893
 FY1893.The modeled gravity was interpolated from observed gravity values.
 FY1893
 FY1893;                    North         East     Units Scale Factor Converg.
 FY1893;SPC NC       -   261,954.210   618,075.201   MT  0.99998502   +0 03 15.6
 FY1893;SPC NC       -   859,428.10  2,027,801.72   sFT  0.99998502   +0 03 15.6
 FY1893;UTM  17      - 3,998,323.911   688,485.266   MT  1.00003776   +1 14 04.4
 FY1893
 FY1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1893!SPC NC       -   0.99998059  x   0.99998502  =   0.99996561
 FY1893!UTM  17      -   0.99998059  x   1.00003776  =   1.00001835
 FY1893
 FY1893:                Primary Azimuth Mark                     Grid Az
 FY1893:SPC NC       -  LIN JOHNSON                              216 04 43.9
 FY1893:UTM  17      -  LIN JOHNSON                              214 53 55.1
 FY1893
 FY1893|---------------------------------------------------------------------|
 FY1893| PID    Reference Object                     Distance      Geod. Az  |
 FY1893|                                                           dddmmss.s |
 FY1893| FY1894 LIN JOHNSON                         443.656 METERS 2160759.5 |
 FY1893|---------------------------------------------------------------------|
 FY1893
 FY1893                          SUPERSEDED SURVEY CONTROL
 FY1893
 FY1893  NAD 83(1993)-  36 06 40.68152(N)    078 54 21.18188(W) AD(       ) 2
 FY1893  NAD 83(1986)-  36 06 40.68221(N)    078 54 21.18434(W) AD(       ) 2
 FY1893  NAD 27      -  36 06 40.17767(N)    078 54 22.16333(W) AD(       ) 2
 FY1893  NGVD 29 (03/05/92)  155.031  (m)          508.63   (f) ADJUSTED    2 1
 FY1893
 FY1893.Superseded values are not recommended for survey control.
 FY1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1893.See file dsdata.txt to determine how the superseded data were derived.
 FY1893
 FY1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8848598324(NAD 83)
 FY1893_MARKER: DE = TRAVERSE STATION DISK
 FY1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1893_SP_SET: CONCRETE POST
 FY1893_STAMPING: ANDREWS 1977
 FY1893_MARK LOGO: NCGS  
 FY1893_PROJECTION: FLUSH
 FY1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1893+STABILITY: SURFACE MOTION
 FY1893
 FY1893  HISTORY     - Date     Condition        Report By
 FY1893  HISTORY     - 1977     MONUMENTED       NCGS
 FY1893  HISTORY     - 1977     GOOD             NCGS
 FY1893
 FY1893                          STATION DESCRIPTION
 FY1893
 FY1893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY1893'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTH-SOUTHWEST OF
 FY1893'BAHAMA AND 7.7 MILES NORTH OF DURHAM.
 FY1893'
 FY1893'TO REACH THE STATION FROM THE INTERSECTION OF US 501 BUSINESS WITH US
 FY1893'501 BYPASS AT THE NORTH SIDE OF DURHAM, PROCEED NORTHERLY ALONG US 501
 FY1893'FOR 3.9 MILES TO STATION ON THE RIGHT, AT THE SOUTH SIDE OF J. B.
 FY1893'ANDREWS GRAVELED DRIVEWAY AND 0.20 MILE NORTH OF T INTERSECTION WITH
 FY1893'SR 1553.
 FY1893'
 FY1893'THE STATION MARK IS A STANDARD DISK STAMPED---ANDREWS 1977---, SET IN
 FY1893'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 FY1893'THE MARK IS 27.7 FEET SOUTHEAST OF CENTERLINE OF NORTHBOUND LANE, 33.6
 FY1893'FEET SOUTHWEST OF CENTERLINE OF DRIVEWAY, 28.7 FEET WEST-SOUTHWEST OF
 FY1893'OF SOUTH END OF CONCRETE CULVERT, 32.6 FEET WEST-SOUTHWEST OF POWER
 FY1893'POLE WITH REFERENCE TAG AND 42.3 FEET NORTH-NORTHWEST OF CREOSOTE
 FY1893'FENCE POST WITH REFERENCE TAG.
 FY1893
 FY1893                          STATION RECOVERY (1977)
 FY1893
 FY1893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1893'4.2 MI SSW FROM BAHAMA.
 FY1893'STATION IS LOCATED APPROXIMATELY 7.7 MILES NORTH OF DURHAM. TO REACH
 FY1893'STATION FROM THE INTERSECTION OF US 501 BUSINESS WITH US 501 BYPASS
 FY1893'AT THE NORTH SIDE OF DURHAM, PROCEED NORTHERLY ALONG US 501 FOR 3.9
 FY1893'MILES TO STATION ON THE RIGHT AT THE SOUTH SIDE OF J.B. ANDREWS
 FY1893'GRAVELED DRIVEWAY AND 0.2 MILE NORTH OF T INTERSECTION WITH SR 1553,
 FY1893'27.7 FT. SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF US 501, 33.6
 FY1893'FT. SOUTHWEST OF CENTERLINE OF DRIVEWAY, 28.7 FT. WEST SOUTHWEST OF
 FY1893'SOUTH END OF CONCRETE CULVERT, 32.6 FT. WEST SOUTHWEST OF POWER POLE
 FY1893'WITH ALUMINUM REF. TAG AND 42.3 FT. NORTH NORTHWEST OF CREOSOTE
 FY1893'FENCE POST WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2802 ***********************************************************************
 EY2802  DESIGNATION -  ANDREWS
 EY2802  PID         -  EY2802
 EY2802  STATE/COUNTY-  NC/WAYNE
 EY2802  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY2802
 EY2802                         *CURRENT SURVEY CONTROL
 EY2802  ___________________________________________________________________
 EY2802* NAD 83(2007)-  35 21 24.67717(N)    077 57 44.77336(W)     ADJUSTED  
 EY2802* NAVD 88     -        31.667  (meters)     103.89   (feet)  ADJUSTED  
 EY2802  ___________________________________________________________________
 EY2802  EPOCH DATE  -        2002.00
 EY2802  X           -   1,086,063.255 (meters)                     COMP
 EY2802  Y           -  -5,093,104.987 (meters)                     COMP
 EY2802  Z           -   3,670,224.893 (meters)                     COMP
 EY2802  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EY2802  ELLIP HEIGHT-          -3.468 (meters)          (02/10/07) ADJUSTED
 EY2802  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EY2802  DYNAMIC HT  -          31.639 (meters)     103.80  (feet)  COMP
 EY2802
 EY2802  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2802  Type    PID    Designation                      North   East  Ellip
 EY2802  -------------------------------------------------------------------
 EY2802  NETWORK EY2802 ANDREWS                           1.25   1.04   2.20
 EY2802  -------------------------------------------------------------------
 EY2802  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 EY2802
 EY2802  VERT ORDER  -  FIRST     CLASS II
 EY2802
 EY2802.The horizontal coordinates were established by GPS observations
 EY2802.and adjusted by the National Geodetic Survey in February 2007.
 EY2802
 EY2802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2802.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2802.The horizontal coordinates are valid at the epoch date displayed above.
 EY2802.The epoch date for horizontal control is a decimal equivalence
 EY2802.of Year/Month/Day.
 EY2802
 EY2802.The orthometric height was determined by differential leveling
 EY2802.and adjusted in February 2001.
 EY2802
 EY2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2802
 EY2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2802
 EY2802.The ellipsoidal height was determined by GPS observations
 EY2802.and is referenced to NAD 83.
 EY2802
 EY2802.The geoid height was determined by GEOID03.
 EY2802
 EY2802.The dynamic height is computed by dividing the NAVD 88
 EY2802.geopotential number by the normal gravity value computed on the
 EY2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2802.degrees latitude (g = 980.6199 gals.).
 EY2802
 EY2802.The modeled gravity was interpolated from observed gravity values.
 EY2802
 EY2802;                    North         East     Units Scale Factor Converg.
 EY2802;SPC NC       -   178,741.292   703,891.820   MT  0.99987427   +0 35 55.9
 EY2802;SPC NC       -   586,420.39  2,309,351.75   sFT  0.99987427   +0 35 55.9
 EY2802;UTM  18      - 3,916,647.180   230,811.643   MT  1.00049310   -1 42 55.1
 EY2802;UTM  17      - 3,916,854.269   776,016.940   MT  1.00053899   +1 45 31.9
 EY2802
 EY2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2802!SPC NC       -   1.00000054  x   0.99987427  =   0.99987481
 EY2802!UTM  18      -   1.00000054  x   1.00049310  =   1.00049364
 EY2802!UTM  17      -   1.00000054  x   1.00053899  =   1.00053953
 EY2802
 EY2802:                Primary Azimuth Mark                     Grid Az
 EY2802:SPC NC       -  SJAFB 2                                  036 37 51.3
 EY2802:UTM  18      -  SJAFB 2                                  038 56 42.3
 EY2802:UTM  17      -  SJAFB 2                                  035 28 15.3
 EY2802
 EY2802|---------------------------------------------------------------------|
 EY2802| PID    Reference Object                     Distance      Geod. Az  |
 EY2802|                                                           dddmmss.s |
 EY2802| DG4209 SJAFB 2                             453.822 METERS 0371347.2 |
 EY2802| EY2813 LANGLEY                             414.431 METERS 1324827.7 |
 EY2802| EY2806 CURTISS                             APPROX. 0.8 KM 2444835.5 |
 EY2802| AI9638 SJAFB 3                              67.578 METERS 34659     |
 EY2802| EY2814 LYSTER                              APPROX. 0.6 KM 3513328.7 |
 EY2802|---------------------------------------------------------------------|
 EY2802
 EY2802                          SUPERSEDED SURVEY CONTROL
 EY2802
 EY2802  NAD 83(1986)-  35 21 24.68712(N)    077 57 44.78016(W) AD(       ) 1
 EY2802  NAD 83(2001)-  35 21 24.67746(N)    077 57 44.77314(W) AD(       ) 1
 EY2802  ELLIP H (01/28/04)   -3.464  (m)                       GP(       ) 5 1
 EY2802  NAD 83(1986)-  35 21 24.68749(N)    077 57 44.78028(W) AD(       ) 2
 EY2802  NAD 27      -  35 21 24.10229(N)    077 57 45.82493(W) AD(       ) 2
 EY2802  NAVD 88 (01/28/04)   31.67   (m)          103.9    (f) LEVELING    3  
 EY2802  NGVD 29 (07/19/86)   31.9    (m)          105.     (f) VERT ANG    3  
 EY2802
 EY2802.Superseded values are not recommended for survey control.
 EY2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2802.See file dsdata.txt to determine how the superseded data were derived.
 EY2802
 EY2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3081216647(NAD 83)
 EY2802_MARKER: DE = TRAVERSE STATION DISK
 EY2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2802_STAMPING: ANDREWS 1965
 EY2802_MARK LOGO: NCGS  
 EY2802_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2802+STABILITY: SURFACE MOTION
 EY2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2802+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 EY2802
 EY2802  HISTORY     - Date     Condition        Report By
 EY2802  HISTORY     - 1965     MONUMENTED       NCGS
 EY2802  HISTORY     - 1978     GOOD             ALSTER
 EY2802  HISTORY     - 20000106 GOOD             NCGS
 EY2802  HISTORY     - 20000619 GOOD             USAF
 EY2802
 EY2802                          STATION DESCRIPTION
 EY2802
 EY2802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EY2802'ANDREWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2802'THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2802'
 EY2802'ANDREWS IS 2.7 MILES SE OF GOLDSBORO.  LOCATED IN THE NW AREA
 EY2802'OF SEYMOUR JOHNSON AIR FORCE BASE ABOUT 300 FT SE OF THE
 EY2802'WATER FILTERING PLANT.  SE OF WRIGHT AVE. AND SW OF ANDREWS
 EY2802'STREET AND SE OF NE CORNER OF A BARRACKS PARKING LOT.
 EY2802'
 EY2802'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2802'ANDREWS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2802'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2802'
 EY2802'MARK IS
 EY2802'
 EY2802'23.8 FT S OF 12 INCH PINE WITH ALUMINUM REF. TAG
 EY2802'
 EY2802'53.0 FT SW OF C/L OF ANDREWS ST.
 EY2802'
 EY2802'5.0 FT NW OF C/L OF SIDEWALK
 EY2802'
 EY2802'36.6 FT N OF 18 INCH WHITE OAK WITH ALUMINUM REF. TAG
 EY2802'
 EY2802'5.5 FT SE OF EDGE OF PARKING LOT
 EY2802'
 EY2802'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2802
 EY2802                          STATION RECOVERY (1978)
 EY2802
 EY2802'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EY2802'ANDREWS 1965 GOOD
 EY2802
 EY2802                          STATION RECOVERY (2000)
 EY2802
 EY2802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY2802'RECOVERED AS DESCRIBED.
 EY2802
 EY2802                          STATION RECOVERY (2000)
 EY2802
 EY2802'RECOVERY NOTE BY US AIR FORCE 2000
 EY2802'RECOVERED AS DESCRIBED. ALSO 87.0 FT (26.5 M) SOUTHWEST OF POWER POLE
 EY2802'10241, 213.1 FT (65.0 M) NORTHEAST OF THE NORTHWEST CORNER OF BUILDING
 EY2802'3636.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3431 ***********************************************************************
 FY3431  DESIGNATION -  ANDREWS
 FY3431  PID         -  FY3431
 FY3431  STATE/COUNTY-  NC/GUILFORD
 FY3431  USGS QUAD   -  OSSIPEE (1970)
 FY3431
 FY3431                         *CURRENT SURVEY CONTROL
 FY3431  ___________________________________________________________________
 FY3431* NAD 83(2001)-  36 13 23.44274(N)    079 36 51.92139(W)     ADJUSTED  
 FY3431* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 FY3431  ___________________________________________________________________
 FY3431  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 FY3431  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FY3431  HORZ ORDER  -  SECOND
 FY3431
 FY3431.The horizontal coordinates were established by classical geodetic methods
 FY3431.and adjusted by the National Geodetic Survey in August 2005.
 FY3431
 FY3431.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3431
 FY3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3431
 FY3431.The geoid height was determined by GEOID03.
 FY3431
 FY3431;                    North         East     Units Scale Factor Converg.
 FY3431;SPC NC       -   274,535.450   554,358.578   MT  1.00001626   -0 21 16.7
 FY3431;SPC NC       -   900,705.06  1,818,758.10   sFT  1.00001626   -0 21 16.7
 FY3431;UTM  17      - 4,009,592.570   624,529.683   MT  0.99979107   +0 49 08.0
 FY3431
 FY3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3431!SPC NC       -   0.99996608  x   1.00001626  =   0.99998234
 FY3431!UTM  17      -   0.99996608  x   0.99979107  =   0.99975716
 FY3431
 FY3431:                Primary Azimuth Mark                     Grid Az
 FY3431:SPC NC       -  DUKE                                     350 20 21.4
 FY3431:UTM  17      -  DUKE                                     349 09 56.7
 FY3431
 FY3431|---------------------------------------------------------------------|
 FY3431| PID    Reference Object                     Distance      Geod. Az  |
 FY3431|                                                           dddmmss.s |
 FY3431| FY3441 DUKE                                APPROX. 0.5 KM 3495904.7 |
 FY3431|---------------------------------------------------------------------|
 FY3431
 FY3431                          SUPERSEDED SURVEY CONTROL
 FY3431
 FY3431  NAD 83(1993)-  36 13 23.44671(N)    079 36 51.92854(W) AD(       ) 2
 FY3431  NAD 83(1986)-  36 13 23.44795(N)    079 36 51.92941(W) AD(       ) 2
 FY3431  NAD 27      -  36 13 22.96775(N)    079 36 52.83233(W) AD(       ) 2
 FY3431  NGVD 29 (07/19/86)  247.4    (m)          812.     (f) VERT ANG    3  
 FY3431
 FY3431.Superseded values are not recommended for survey control.
 FY3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3431.See file dsdata.txt to determine how the superseded data were derived.
 FY3431
 FY3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2453009593(NAD 83)
 FY3431_MARKER: DE = TRAVERSE STATION DISK
 FY3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3431_STAMPING: ANDREWS 1968
 FY3431_MARK LOGO: NCGS  
 FY3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3431+STABILITY: SURFACE MOTION
 FY3431
 FY3431  HISTORY     - Date     Condition        Report By
 FY3431  HISTORY     - 1968     MONUMENTED       NCGS
 FY3431  HISTORY     - 1985     GOOD             USPSQD
 FY3431  HISTORY     - 20060408 GOOD             USPSQD
 FY3431
 FY3431                          STATION DESCRIPTION
 FY3431
 FY3431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3431'ANDREWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3431'THE VICINITY OF OSCEOLA, NORTH CAROLINA.
 FY3431'
 FY3431'ANDREWS IS LOCATED APPROXIMATELY 8.7 MILES NORTHWEST OF
 FY3431'GIBSONVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 FY3431'61 AND NC 150 AT OSCEOLA, GO SOUTH ON NC 61 FOR 0.35 MILE TO
 FY3431'STATION.  WHICH IS ON THE WEST SIDE OF NC 61 IN CURVE, ON PROPERTY
 FY3431'LINE AT SOUTHWEST CORNER OF YARD OF OSCEOLA BAPTIST CHURCH
 FY3431'PARSONAGE AND 0.8 MILE NORTH OF INTERSECTION OF SR 2733 AND SR 2722
 FY3431'WITH NC 61.
 FY3431'
 FY3431'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3431'ANDREWS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3431'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY3431'
 FY3431'MARK IS
 FY3431'
 FY3431'28.6 FT WSW OF C/L OF NC 61
 FY3431'
 FY3431'108.9 FT NNW OF PP BD 77 ON W SIDE OF NC 61, AND WITH ALUMINUM
 FY3431'REF. TAG
 FY3431'
 FY3431'1.4 FT E OF IRON PROPERTY CORNER POST
 FY3431'
 FY3431'6.0 FT ENE OF 12 INCH OAK TREE ON W SIDE OF NC 61, AND WITH
 FY3431'ALUMINUM REF. TAG
 FY3431'
 FY3431'77.6 FT NW OF 12 INCH OAK TREE ON E SIDE OF NC 61, AND WITH
 FY3431'ALUMINUM REF. TAG
 FY3431
 FY3431                          STATION RECOVERY (1985)
 FY3431
 FY3431'RECOVERY NOTE BY US POWER SQUADRON 1985 (WBW)
 FY3431'RECOVERED IN GOOD CONDITION.
 FY3431
 FY3431                          STATION RECOVERY (2006)
 FY3431
 FY3431'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 FY3431'ADDITIONAL INFORMATION
 FY3431'10 FEET WEST OF MAIL BOX AT 7677 NC 61
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2805 ***********************************************************************
 FY2805  DESIGNATION -  ANDREWS
 FY2805  PID         -  FY2805
 FY2805  STATE/COUNTY-  NC/VANCE
 FY2805  USGS QUAD   -  HENDERSON (1982)
 FY2805
 FY2805                         *CURRENT SURVEY CONTROL
 FY2805  ___________________________________________________________________
 FY2805* NAD 83(2001)-  36 19 11.14715(N)    078 23 03.20352(W)     ADJUSTED  
 FY2805* NAVD 88     -       148.0    (meters)     486.     (feet)  VERTCON   
 FY2805  ___________________________________________________________________
 FY2805  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 FY2805  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 FY2805  HORZ ORDER  -  SECOND
 FY2805
 FY2805.The horizontal coordinates were established by classical geodetic methods
 FY2805.and adjusted by the National Geodetic Survey in August 2005.
 FY2805
 FY2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2805
 FY2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2805
 FY2805.The geoid height was determined by GEOID03.
 FY2805
 FY2805;                    North         East     Units Scale Factor Converg.
 FY2805;SPC NC       -   285,253.744   664,899.133   MT  1.00004633   +0 21 19.5
 FY2805;SPC NC       -   935,869.99  2,181,423.24   sFT  1.00004633   +0 21 19.5
 FY2805;UTM  17      - 4,022,591.936   734,822.890   MT  1.00027945   +1 33 00.0
 FY2805
 FY2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2805!SPC NC       -   0.99998191  x   1.00004633  =   1.00002824
 FY2805!UTM  17      -   0.99998191  x   1.00027945  =   1.00026136
 FY2805
 FY2805:                Primary Azimuth Mark                     Grid Az
 FY2805:SPC NC       -  LINE                                     024 51 51.0
 FY2805:UTM  17      -  LINE                                     023 40 10.5
 FY2805
 FY2805|---------------------------------------------------------------------|
 FY2805| PID    Reference Object                     Distance      Geod. Az  |
 FY2805|                                                           dddmmss.s |
 FY2805| FY2822 LINE                                APPROX. 1.8 KM 0251310.5 |
 FY2805| FY2821 ISLAND                              416.014 METERS 2091132.2 |
 FY2805|---------------------------------------------------------------------|
 FY2805
 FY2805                          SUPERSEDED SURVEY CONTROL
 FY2805
 FY2805  NAD 83(1993)-  36 19 11.14956(N)    078 23 03.20536(W) AD(       ) 2
 FY2805  NAD 83(1986)-  36 19 11.14635(N)    078 23 03.21284(W) AD(       ) 2
 FY2805  NAD 27      -  36 19 10.62252(N)    078 23 04.22204(W) AD(       ) 2
 FY2805  NGVD 29 (07/19/86)  148.3    (m)          487.     (f) VERT ANG    3  
 FY2805
 FY2805.Superseded values are not recommended for survey control.
 FY2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2805.See file dsdata.txt to determine how the superseded data were derived.
 FY2805
 FY2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3482322592(NAD 83)
 FY2805_MARKER: DE = TRAVERSE STATION DISK
 FY2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2805_STAMPING: ANDREWS 1969
 FY2805_MARK LOGO: NCGS  
 FY2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2805+STABILITY: SURFACE MOTION
 FY2805
 FY2805  HISTORY     - Date     Condition        Report By
 FY2805  HISTORY     - 1969     MONUMENTED       NCGS
 FY2805  HISTORY     - 1985     GOOD             USPSQD
 FY2805
 FY2805                          STATION DESCRIPTION
 FY2805
 FY2805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2805'ANDREWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2805'IN THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2805'
 FY2805'ANDREWS IS LOCATED APPROXIMATELY 1.1 MILES SOUTHEAST OF THE
 FY2805'CENTER OF HENDERSON.  STATION IS AT THE INTERSECTION OF NC 39
 FY2805'WITH U.S. 1 BYPASS, IN THE NORTHEAST QUADRANT OF INTERSECTION,
 FY2805'AT THE NORTHEAST CORNER OF BRIDGE OVER U.S. 1 BYPASS.
 FY2805'
 FY2805'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2805'ANDREWS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2805'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY2805'
 FY2805'MARK IS
 FY2805'
 FY2805'29.4 FT NE OF C/L OF NC 39.
 FY2805'
 FY2805'5.9 FT E OF NE BRIDGE ABUTMENT ON NC 39 OVER U.S. 1 BYPASS.
 FY2805'
 FY2805'15.6 FT S OF TP 2041 ON NE SIDE OF NC 39, WITH ALUMINUM REF. TAG.
 FY2805'
 FY2805'68.0 FT. N OF PP 55 ON S SIDE OF NC 39, WITH ALUMINUM REF. TAG.
 FY2805'
 FY2805'5.1 FT WNW OF NC 39 SIGN ON NE SIDE OF NC 39, WITH ALUMINUM
 FY2805'REF. TAG.
 FY2805
 FY2805                          STATION RECOVERY (1985)
 FY2805
 FY2805'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2805'ANDREWS 1969 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4159 ***********************************************************************
 EY4159  DESIGNATION -  ANDREWS
 EY4159  PID         -  EY4159
 EY4159  STATE/COUNTY-  NC/JONES
 EY4159  USGS QUAD   -  TRENTON (1982)
 EY4159
 EY4159                         *CURRENT SURVEY CONTROL
 EY4159  ___________________________________________________________________
 EY4159* NAD 83(2001)-  35 05 16.46567(N)    077 19 47.21446(W)     ADJUSTED  
 EY4159* NAVD 88     -        15.4    (meters)      51.     (feet)  VERTCON   
 EY4159  ___________________________________________________________________
 EY4159  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EY4159  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 EY4159  HORZ ORDER  -  SECOND
 EY4159
 EY4159.The horizontal coordinates were established by classical geodetic methods
 EY4159.and adjusted by the National Geodetic Survey in August 2005.
 EY4159
 EY4159.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4159
 EY4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4159
 EY4159.The geoid height was determined by GEOID03.
 EY4159
 EY4159;                    North         East     Units Scale Factor Converg.
 EY4159;SPC NC       -   149,695.098   761,883.169   MT  0.99987666   +0 57 50.4
 EY4159;SPC NC       -   491,124.67  2,499,611.70   sFT  0.99987666   +0 57 50.4
 EY4159;UTM  18      - 3,885,274.703   287,611.157   MT  1.00015597   -1 20 23.0
 EY4159
 EY4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4159!SPC NC       -   1.00000337  x   0.99987666  =   0.99988002
 EY4159!UTM  18      -   1.00000337  x   1.00015597  =   1.00015934
 EY4159
 EY4159                          SUPERSEDED SURVEY CONTROL
 EY4159
 EY4159  NAD 83(1986)-  35 05 16.47590(N)    077 19 47.22429(W) AD(       ) 2
 EY4159  NGVD 29 (08/13/90)   15.8    (m)           52.     (f) VERT ANG    3  
 EY4159
 EY4159.Superseded values are not recommended for survey control.
 EY4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4159.See file dsdata.txt to determine how the superseded data were derived.
 EY4159
 EY4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8761185275(NAD 83)
 EY4159_MARKER: DE = TRAVERSE STATION DISK
 EY4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4159_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4159+STABILITY: SURFACE MOTION
 EY4159
 EY4159  HISTORY     - Date     Condition        Report By
 EY4159  HISTORY     - 1978     MONUMENTED       NCGS
 EY4159
 EY4159                          STATION DESCRIPTION
 EY4159
 EY4159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB)
 EY4159'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHEAST OF TRENTON
 EY4159'AND 6.9 MILES SOUTH OF COVE CITY.
 EY4159'
 EY4159'TO REACH STATION FROM INTERSECTION OF SR 1002 WITH SR 1001 AT JARMANS
 EY4159'CROSSROADS, PROCEED EAST-SOUTHEAST ALONG SR 1002 FOR 0.95 MILE TO
 EY4159'STATION IN THE RIGHT SHOULDER IN FRONT OF A SMALL GREEN SHINGLED HOUSE
 EY4159'AND 0.1 MILE NORTHWEST OF ANDREWS CHAPEL CHURCH.
 EY4159'
 EY4159'STATION MARK IS A STANDARD DISK STAMPED---ANDREWS 1978---, SET IN TOP
 EY4159'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND
 EY4159'SURFACE. THE MARK IS 14.5 FEET SOUTHWEST OF CENTERLINE OF SR 1002,
 EY4159'30.4 FEET EAST-SOUTHEAST OF POWER POLE 101 WITH TRANSFORMER WITH
 EY4159'REFERENCE TAG, 35.3 FEET SOUTHEAST OF SOUTHEAST END OF CULVERT UNDER
 EY4159'DRIVEWAY TO SHINGLED HOUSE AND 88.5 FEET NORTH-NORTHWEST OF NORTHWEST
 EY4159'END OF CULVERT UNDER DRIVEWAY TO SMALL BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3998 ***********************************************************************
 FB3998  DESIGNATION -  ANDREWS
 FB3998  PID         -  FB3998
 FB3998  STATE/COUNTY-  NC/CHEROKEE
 FB3998  USGS QUAD   -  ANDREWS (1990)
 FB3998
 FB3998                         *CURRENT SURVEY CONTROL
 FB3998  ___________________________________________________________________
 FB3998* NAD 83(2001)-  35 12 09.43043(N)    083 49 28.64715(W)     ADJUSTED  
 FB3998* NAVD 88     -       542.883  (meters)    1781.11   (feet)  ADJUSTED  
 FB3998  ___________________________________________________________________
 FB3998  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 FB3998  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 FB3998  DYNAMIC HT  -         542.323 (meters)    1779.27  (feet)  COMP
 FB3998  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 FB3998
 FB3998  HORZ ORDER  -  SECOND
 FB3998  VERT ORDER  -  SECOND    CLASS II
 FB3998
 FB3998.The horizontal coordinates were established by classical geodetic methods
 FB3998.and adjusted by the National Geodetic Survey in August 2005.
 FB3998
 FB3998.The orthometric height was determined by differential leveling
 FB3998.and adjusted in May 1995.
 FB3998
 FB3998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3998
 FB3998.The geoid height was determined by GEOID03.
 FB3998
 FB3998.The dynamic height is computed by dividing the NAVD 88
 FB3998.geopotential number by the normal gravity value computed on the
 FB3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3998.degrees latitude (g = 980.6199 gals.).
 FB3998
 FB3998.The modeled gravity was interpolated from observed gravity values.
 FB3998
 FB3998;                    North         East     Units Scale Factor Converg.
 FB3998;SPC NC       -   171,811.748   170,487.281   MT  0.99987296   -2 47 04.7
 FB3998;SPC NC       -   563,685.71    559,340.35   sFT  0.99987296   -2 47 04.7
 FB3998;UTM  17      - 3,899,168.944   242,850.134   MT  1.00041502   -1 37 45.1
 FB3998
 FB3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3998!SPC NC       -   0.99991924  x   0.99987296  =   0.99979221
 FB3998!UTM  17      -   0.99991924  x   1.00041502  =   1.00033423
 FB3998
 FB3998:                Primary Azimuth Mark                     Grid Az
 FB3998:SPC NC       -  BRISTOL                                  153 14 21.3
 FB3998:UTM  17      -  BRISTOL                                  152 05 01.7
 FB3998
 FB3998|---------------------------------------------------------------------|
 FB3998| PID    Reference Object                     Distance      Geod. Az  |
 FB3998|                                                           dddmmss.s |
 FB3998| AH8284 BRISTOL                             440.561 METERS 1502716.6 |
 FB3998| FB3999 CHE 1                               238.871 METERS 22441     |
 FB3998|---------------------------------------------------------------------|
 FB3998
 FB3998                          SUPERSEDED SURVEY CONTROL
 FB3998
 FB3998  NAD 83(1986)-  35 12 09.43964(N)    083 49 28.65609(W) AD(       ) 2
 FB3998  NGVD 29 (07/29/98)  542.91   (m)         1781.2    (f) LEVELING    3  
 FB3998
 FB3998.Superseded values are not recommended for survey control.
 FB3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3998.See file dsdata.txt to determine how the superseded data were derived.
 FB3998
 FB3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4285099169(NAD 83)
 FB3998_MARKER: DE = TRAVERSE STATION DISK
 FB3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3998_SP_SET: CONCRETE POST
 FB3998_STAMPING: ANDREWS 1987
 FB3998_MARK LOGO: NCGS  
 FB3998_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3998+STABILITY: SURFACE MOTION
 FB3998
 FB3998  HISTORY     - Date     Condition        Report By
 FB3998  HISTORY     - 1987     MONUMENTED       NCGS
 FB3998
 FB3998                          STATION DESCRIPTION
 FB3998
 FB3998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB3998'STATION IS LOCATED IN ANDREWS.  ALONG CHERRY STREET FOR 0.2 KM (0.1
 FB3998'MI) NORTHWEST FROM US 19-129-BUSINESS (SECOND STREET) IN ANDREWS, TO
 FB3998'RAILROAD CROSSING, IN SOUTH SHOULDER OF ASPHALT ROAD.  STATION IS A
 FB3998'STANDARD NCGS DISK STAMPED---ANDREWS 1987---, SET INTO THE TOP OF A
 FB3998'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB3998'5.33 M (17.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF ASPHALT ROAD,
 FB3998'22.9 M (75.1 FT) NORTHEAST OF THE GRADE CROSSING, 2.93 M (9.6 FT)
 FB3998'NORTHEAST FROM A POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 12.95
 FB3998'M (42.5 FT) NORTHEAST FROM MILE POST 99, AND 5.33 M (17.5 FT)
 FB3998'NORTH-NORTHWEST FROM THE NORTH RAIL.  STATION IS LEVEL WITH ASPHALT
 FB3998'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8402 ***********************************************************************
 AE8402  DESIGNATION -  ANDREWS
 AE8402  PID         -  AE8402
 AE8402  STATE/COUNTY-  NC/MONTGOMERY
 AE8402  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8402
 AE8402                         *CURRENT SURVEY CONTROL
 AE8402  ___________________________________________________________________
 AE8402* NAD 83(2001)-  35 16 03.97032(N)    080 04 00.46320(W)     ADJUSTED  
 AE8402* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 AE8402  ___________________________________________________________________
 AE8402  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AE8402  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE8402  HORZ ORDER  -  SECOND
 AE8402
 AE8402.The horizontal coordinates were established by classical geodetic methods
 AE8402.and adjusted by the National Geodetic Survey in August 2005.
 AE8402
 AE8402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8402
 AE8402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8402
 AE8402.The geoid height was determined by GEOID03.
 AE8402
 AE8402;                    North         East     Units Scale Factor Converg.
 AE8402;SPC NC       -   168,887.595   512,547.973   MT  0.99987263   -0 36 56.6
 AE8402;SPC NC       -   554,092.05  1,681,584.47   sFT  0.99987263   -0 36 56.6
 AE8402;UTM  17      - 3,903,137.484   584,879.390   MT  0.99968879   +0 32 19.9
 AE8402
 AE8402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8402!SPC NC       -   0.99998690  x   0.99987263  =   0.99985953
 AE8402!UTM  17      -   0.99998690  x   0.99968879  =   0.99967570
 AE8402
 AE8402                          SUPERSEDED SURVEY CONTROL
 AE8402
 AE8402  NAD 83(1986)-  35 16 03.98163(N)    080 04 00.47480(W) AD(       ) 2
 AE8402  NGVD 29 (04/08/98)  114.2    (m)          375.     (f) VERT ANG    3  
 AE8402
 AE8402.Superseded values are not recommended for survey control.
 AE8402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8402.See file dsdata.txt to determine how the superseded data were derived.
 AE8402
 AE8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8487903137(NAD 83)
 AE8402_MARKER: DE = TRAVERSE STATION DISK
 AE8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8402_STAMPING: ANDREWS 1983
 AE8402_MARK LOGO: NCGS  
 AE8402_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8402+STABILITY: SURFACE MOTION
 AE8402
 AE8402  HISTORY     - Date     Condition        Report By
 AE8402  HISTORY     - 1983     MONUMENTED       NCGS
 AE8402
 AE8402                          STATION DESCRIPTION
 AE8402
 AE8402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8402'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTHWEST OF MT. GILEAD AND
 AE8402'ABOUT 6.6 KM (4.10 MI) NORTHEAST OF NORWOOD.$PROCEED SOUTHEAST ALONG
 AE8402'NC 73 FOR 1.7 KM (1.05 MI) FROM NC 24-27 TO SR 1111 ON RIGHT, THENCE
 AE8402'SOUTH ALONG SR 1111 FOR 6.1 KM (3.80 MI) TO SR 1110, CONTINUE EAST
 AE8402'ALONG SR 1111 FOR 0.7 KM (0.45 MI) TO A TRANSMISSION LINE, THENCE
 AE8402'NORTH ALONG THE TRANSMISSION LINE FOR 2.9 KM (1.80 MI) TO THE STATION,
 AE8402'IN THE TRANSMISSION LINE RIGHT-OF-WAY.$MARK IS RECESSED 2 INCHES BELOW
 AE8402'GROUND. LOCATED 25.4 M (83.3 FT) NORTH OF THE SOUTHWEST LEG OF THE
 AE8402'WESTMOST TRANSMISSION TOWER, 27.1 M (88.9 FT) NORTH-NORTHWEST OF THE
 AE8402'SOUTHEAST LEG OF THE EASTMOST TRANSMISSION TOWER--AND 24.9 M (81.7 FT)
 AE8402'WEST OF A 4-INCH WHITE OAK, 14.7 M (48.2 FT) EAST-NORTHEAST OF A
 AE8402'6-INCH SCARLET OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9451 ***********************************************************************
 DJ9451  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9451  DESIGNATION -  ANDREWS
 DJ9451  PID         -  DJ9451
 DJ9451  STATE/COUNTY-  NC/HARNETT
 DJ9451  USGS QUAD   -  FUQUAY-VARINA (1993)
 DJ9451
 DJ9451                         *CURRENT SURVEY CONTROL
 DJ9451  ___________________________________________________________________
 DJ9451* NAD 83(2007)-  35 30 58.13892(N)    078 46 43.37018(W)     ADJUSTED  
 DJ9451* NAVD 88     -        88.84   (meters)     291.5    (feet)  GPS OBS   
 DJ9451  ___________________________________________________________________
 DJ9451  EPOCH DATE  -        2002.00
 DJ9451  X           -   1,011,410.788 (meters)                     COMP
 DJ9451  Y           -  -5,098,056.646 (meters)                     COMP
 DJ9451  Z           -   3,684,659.069 (meters)                     COMP
 DJ9451  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DJ9451  ELLIP HEIGHT-          55.942 (meters)          (05/29/07) ADJUSTED
 DJ9451  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DJ9451  HORZ ORDER  -  FIRST
 DJ9451  ELLP ORDER  -  FOURTH    CLASS II
 DJ9451
 DJ9451.The horizontal coordinates were established by GPS observations
 DJ9451.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9451
 DJ9451.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9451.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9451.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9451.The epoch date for horizontal control is a decimal equivalence
 DJ9451.of Year/Month/Day.
 DJ9451
 DJ9451.The orthometric height was determined by GPS observations and a
 DJ9451.high-resolution geoid model.
 DJ9451.The orthometric height was determined by GPS observations and a
 DJ9451.high-resolution geoid model using precise GPS observation and
 DJ9451.processing techniques.
 DJ9451
 DJ9451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9451
 DJ9451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9451
 DJ9451.The ellipsoidal height was determined by GPS observations
 DJ9451.and is referenced to NAD 83.
 DJ9451
 DJ9451.The geoid height was determined by GEOID03.
 DJ9451
 DJ9451;                    North         East     Units Scale Factor Converg.
 DJ9451;SPC NC       -   195,942.293   629,671.989   MT  0.99988320   +0 07 39.8
 DJ9451;SPC NC       -   642,854.01  2,065,848.85   sFT  0.99988320   +0 07 39.8
 DJ9451;UTM  17      - 3,932,553.537   701,431.529   MT  1.00010003   +1 17 27.1
 DJ9451
 DJ9451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9451!SPC NC       -   0.99999122  x   0.99988320  =   0.99987442
 DJ9451!UTM  17      -   0.99999122  x   1.00010003  =   1.00009125
 DJ9451
 DJ9451:                Primary Azimuth Mark                     Grid Az
 DJ9451:SPC NC       -  FARRA                                    091 16 45.9
 DJ9451:UTM  17      -  FARRA                                    090 06 58.6
 DJ9451
 DJ9451|---------------------------------------------------------------------|
 DJ9451| PID    Reference Object                     Distance      Geod. Az  |
 DJ9451|                                                           dddmmss.s |
 DJ9451| DJ9454 FARRA                               447.400 METERS 0912425.7 |
 DJ9451|---------------------------------------------------------------------|
 DJ9451
 DJ9451                          SUPERSEDED SURVEY CONTROL
 DJ9451
 DJ9451.No superseded survey control is available for this station.
 DJ9451
 DJ9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0143232554(NAD 83)
 DJ9451_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9451_STAMPING: ANDREWS 2006
 DJ9451_MARK LOGO: NCGS  
 DJ9451_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9451+STABILITY: SURFACE MOTION
 DJ9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9451+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DJ9451
 DJ9451  HISTORY     - Date     Condition        Report By
 DJ9451  HISTORY     - 20060510 MONUMENTED       NCGS
 DJ9451  HISTORY     - 20080607 GOOD             GEOCAC
 DJ9451
 DJ9451                          STATION DESCRIPTION
 DJ9451
 DJ9451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9451'THE STATION IS LOCATED ABOUT 8.4 MI (13.52 KM) NORTH-NORTHEAST OF
 DJ9451'LILLINGTON AND 2.2 MI (3.54 KM) WEST-NORTHWEST OF ANGIER.
 DJ9451' 
 DJ9451'PROCEED ALONG NC 55 FOR 0.1 MI (0.16 KM) NORTH FROM NC 210
 DJ9451'INTERSECTION, IN ANGIER, TO 1441 (CHALYBEATE SPRINGS RD), THENCE WEST
 DJ9451'ALONG SR 1441 FOR 2.3 MI (3.7 KM) TO STATION, AT A BRACE POLE.
 DJ9451' 
 DJ9451'MARK IS ABOUT 2-FEET LOWER SR 1441 AND IS FLUSH WITH THE GROUND.
 DJ9451'LOCATED 31.2 FT (9.5 M) NORTH OF THE CENTERLINE OF SR 1441, 101.7 FT
 DJ9451'(31.0 M) NORTHWEST OF FIRE HYDRANT ACROSS SR 1441, 119.2 FT (36.3 M)
 DJ9451'WEST OF WEST END OF CONCRETE PIPE UNDER GRAVEL DRIVEWAY TO HOUSE
 DJ9451'(2280)--AND 3.8 FT (1.2 M) SOUTH-SOUTHWEST OF BRACE POLE (N672BH) WITH
 DJ9451'GUY WIRE, 69.5 FT (21.2 M) NORTH-NORTHEAST OF A POWER POLE (65K)--BOTH
 DJ9451'WITH REFERENCE TAGS.
 DJ9451
 DJ9451                          STATION RECOVERY (2008)
 DJ9451
 DJ9451'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3434 ***********************************************************************
 FB3434  DESIGNATION -  ANDREWS MURPHY SE BEACON LT
 FB3434  PID         -  FB3434
 FB3434  STATE/COUNTY-  NC/CHEROKEE
 FB3434  USGS QUAD   -  ANDREWS (1990)
 FB3434
 FB3434                         *CURRENT SURVEY CONTROL
 FB3434  ___________________________________________________________________
 FB3434* NAD 83(2001)-  35 10 55.22357(N)    083 51 01.61472(W)     ADJUSTED  
 FB3434* NAVD 88     -              **(meters)            **(feet)            
 FB3434  ___________________________________________________________________
 FB3434  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 FB3434  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB3434  HORZ ORDER  -  THIRD
 FB3434
 FB3434.The horizontal coordinates were established by classical geodetic methods
 FB3434.and adjusted by the National Geodetic Survey in August 2005.
 FB3434
 FB3434
 FB3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3434
 FB3434.The geoid height was determined by GEOID03.
 FB3434
 FB3434;                    North         East     Units Scale Factor Converg.
 FB3434;SPC NC       -   169,642.412   168,027.060   MT  0.99987333   -2 47 58.3
 FB3434;SPC NC       -   556,568.48    551,268.78   sFT  0.99987333   -2 47 58.3
 FB3434;UTM  17      - 3,896,949.203   240,432.845   MT  1.00043042   -1 38 35.8
 FB3434
 FB3434                          SUPERSEDED SURVEY CONTROL
 FB3434
 FB3434  NAD 83(1986)-  35 10 55.23139(N)    083 51 01.62282(W) AD(       ) 4
 FB3434
 FB3434.Superseded values are not recommended for survey control.
 FB3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3434.See file dsdata.txt to determine how the superseded data were derived.
 FB3434
 FB3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4043396949(NAD 83)
 FB3434_MARKER: 21 = AIRPORT BEACON
 FB3434
 FB3434  HISTORY     - Date     Condition        Report By
 FB3434  HISTORY     - 1977     FIRST OBSERVED   NCGS
 FB3434  HISTORY     - 19850101 GOOD             NCGS
 FB3434
 FB3434                          STATION DESCRIPTION
 FB3434
 FB3434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB3434'ANDREWS MURPHY AIRPORT SE BEACON LIGHT IS LOCATED ON A STEEL TOWER 1.1
 FB3434'MI SOUTHEAST OF THE AIRPORT AND 2.0 MI SOUTHWEST OF ANDREWS.  IT IS ON
 FB3434'THE NORTH END OF A TIMBERED RIDGE OVERLOOKING THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9221 ***********************************************************************
 AH9221  DESIGNATION -  ANDSOONS
 AH9221  PID         -  AH9221
 AH9221  STATE/COUNTY-  NC/GRANVILLE
 AH9221  USGS QUAD   -  STEM (1987)
 AH9221
 AH9221                         *CURRENT SURVEY CONTROL
 AH9221  ___________________________________________________________________
 AH9221* NAD 83(2001)-  36 10 11.05662(N)    078 39 05.53777(W)     ADJUSTED  
 AH9221* NAVD 88     -       124.4    (meters)     408.     (feet)  VERTCON   
 AH9221  ___________________________________________________________________
 AH9221  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 AH9221  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AH9221  HORZ ORDER  -  SECOND
 AH9221
 AH9221.The horizontal coordinates were established by classical geodetic methods
 AH9221.and adjusted by the National Geodetic Survey in August 2005.
 AH9221
 AH9221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9221
 AH9221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9221
 AH9221.The geoid height was determined by GEOID03.
 AH9221
 AH9221;                    North         East     Units Scale Factor Converg.
 AH9221;SPC NC       -   268,489.555   640,952.312   MT  1.00000086   +0 12 04.0
 AH9221;SPC NC       -   880,869.48  2,102,857.71   sFT  1.00000086   +0 12 04.0
 AH9221;UTM  17      - 4,005,330.789   711,224.870   MT  1.00014976   +1 23 11.5
 AH9221
 AH9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9221!SPC NC       -   0.99998548  x   1.00000086  =   0.99998634
 AH9221!UTM  17      -   0.99998548  x   1.00014976  =   1.00013524
 AH9221
 AH9221                          SUPERSEDED SURVEY CONTROL
 AH9221
 AH9221  NAD 83(1986)-  36 10 11.06431(N)    078 39 05.54981(W) AD(       ) 2
 AH9221  NGVD 29 (05/25/99)  124.7    (m)          409.     (f) VERT ANG    3  
 AH9221
 AH9221.Superseded values are not recommended for survey control.
 AH9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9221.See file dsdata.txt to determine how the superseded data were derived.
 AH9221
 AH9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1122505331(NAD 83)
 AH9221_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9221_STAMPING: ANDSOONS 1984
 AH9221_MARK LOGO: NCGS  
 AH9221_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9221+STABILITY: SURFACE MOTION
 AH9221
 AH9221  HISTORY     - Date     Condition        Report By
 AH9221  HISTORY     - 1984     MONUMENTED       NCGS
 AH9221
 AH9221                          STATION DESCRIPTION
 AH9221
 AH9221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH9221'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTH-NORTHEAST OF
 AH9221'CREEDMOOR, AND 8.4 KM (5.20 MI) EAST OF BUTNER. ALONG SR 1129 FOR 1.9
 AH9221'KM (1.20 MI) EAST OF THE INTERSECTION WITH US 15 (AT HESTER), OR 0.4
 AH9221'KM (0.25 MI) WEST OF THE INTERSECTION WITH SR 1636 (MOSS-HAYES RD) ON
 AH9221'PROLONGATION OF WEST END OF MOBILE HOME. MARK IS 1 FOOT ABOVE HIGHWAY,
 AH9221'AND RECESSED 2 INCHES BELOW GROUND SURFACE.  LOCATED 8.2 M (26.9 FT)
 AH9221'NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 24.9 M (81.7 FT)
 AH9221'EAST-NORTHEAST OF PEDESTAL, 6.9 M (22.6 FT) SOUTHWEST OF BASE OF
 AH9221'NORTHEAST GUY WIRE, AND 1.3 M (4.3 FT) SOUTH-SOUTHEAST OF POWER POLE
 AH9221'WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1651 ***********************************************************************
 EB1651  DESIGNATION -  ANDY
 EB1651  PID         -  EB1651
 EB1651  STATE/COUNTY-  NC/ROBESON
 EB1651  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 EB1651
 EB1651                         *CURRENT SURVEY CONTROL
 EB1651  ___________________________________________________________________
 EB1651* NAD 83(2001)-  34 36 03.73377(N)    079 06 13.49805(W)     ADJUSTED  
 EB1651* NAVD 88     -        45.824  (meters)     150.34   (feet)  ADJUSTED  
 EB1651  ___________________________________________________________________
 EB1651  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 EB1651  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 EB1651  DYNAMIC HT  -          45.780 (meters)     150.20  (feet)  COMP
 EB1651  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EB1651
 EB1651  HORZ ORDER  -  SECOND
 EB1651  VERT ORDER  -  SECOND    CLASS I
 EB1651
 EB1651.The horizontal coordinates were established by classical geodetic methods
 EB1651.and adjusted by the National Geodetic Survey in August 2005.
 EB1651
 EB1651.The orthometric height was determined by differential leveling
 EB1651.and adjusted in June 1991.
 EB1651
 EB1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1651
 EB1651.The geoid height was determined by GEOID03.
 EB1651
 EB1651.The dynamic height is computed by dividing the NAVD 88
 EB1651.geopotential number by the normal gravity value computed on the
 EB1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1651.degrees latitude (g = 980.6199 gals.).
 EB1651
 EB1651.The modeled gravity was interpolated from observed gravity values.
 EB1651
 EB1651;                    North         East     Units Scale Factor Converg.
 EB1651;SPC NC       -    94,412.084   600,084.987   MT  0.99993662   -0 03 35.6
 EB1651;SPC NC       -   309,750.31  1,968,778.83   sFT  0.99993662   -0 03 35.6
 EB1651;UTM  17      - 3,830,435.367   673,883.027   MT  0.99997268   +1 04 37.5
 EB1651
 EB1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1651!SPC NC       -   0.99999808  x   0.99993662  =   0.99993470
 EB1651!UTM  17      -   0.99999808  x   0.99997268  =   0.99997076
 EB1651
 EB1651                          SUPERSEDED SURVEY CONTROL
 EB1651
 EB1651  NAD 83(1986)-  34 36 03.74696(N)    079 06 13.50541(W) AD(       ) 2
 EB1651  NGVD 29 (10/06/93)   46.102  (m)          151.25   (f) ADJUSTED    2 1
 EB1651
 EB1651.Superseded values are not recommended for survey control.
 EB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1651.See file dsdata.txt to determine how the superseded data were derived.
 EB1651
 EB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7388330435(NAD 83)
 EB1651_MARKER: DE = TRAVERSE STATION DISK
 EB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1651_SP_SET: CONCRETE POST
 EB1651_STAMPING: ANDY 1977
 EB1651_MARK LOGO: NCGS  
 EB1651_PROJECTION: RECESSED 10 CENTIMETERS
 EB1651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1651+STABILITY: SURFACE MOTION
 EB1651
 EB1651  HISTORY     - Date     Condition        Report By
 EB1651  HISTORY     - 1977     MONUMENTED       NCGS
 EB1651  HISTORY     - 1978     GOOD             NCGS
 EB1651  HISTORY     - 19951118 GOOD             USPSQD
 EB1651
 EB1651                          STATION DESCRIPTION
 EB1651
 EB1651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB1651'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES WEST-SOUTHWEST OF
 EB1651'LUMBERTON AND 7.5 MILES SOUTHEAST OF PEMBROKE.
 EB1651'
 EB1651'THE STATION IS AT THE SOUTHWEST CORNER OF US 74 BRIDGE OVER I 95.
 EB1651'
 EB1651'STATION MARK IS A STANDARD DISK STAMPED---ANDY 1977---SET IN THE TOP
 EB1651'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW GROUND SURFACE.  MARK
 EB1651'IS 27.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, 15.7
 EB1651'FEET WEST OF SOUTHWEST END OF BRIDGE RAIL, 4.2 FEET SOUTHWEST OF
 EB1651'FOURTH GUARD RAIL POST FROM BRIDGE AND 4.0 FEET SOUTH OF FIFTH POST
 EB1651'AND 6.7 FEET WEST-SOUTHWEST OF CENTER OF DRAIN.
 EB1651
 EB1651                          STATION RECOVERY (1978)
 EB1651
 EB1651'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1651'5.6 MI WSW FROM LUMBERTON.
 EB1651'AT THE U.S. 74 OVERPASS OF I-95 WEST OF LUMBERTON NEAR THE SOUTHWEST
 EB1651'CORNER OF BRIDGE, 27.1 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 EB1651'EASTBOUND LANES, 15.7 FEET WEST OF WEST END OF SOUTH BRIDGE RAIL,
 EB1651'4.0 FEET SOUTH OF FIFTH GUARD RAIL POST FROM BRIDGE AND 4.2 FEET
 EB1651'SOUTHWEST OF FOURTH GUARD RAIL POST AND 6.7 FEET WEST-SOUTHWEST
 EB1651'OF CENTER OF DRAIN.
 EB1651
 EB1651                          STATION RECOVERY (1995)
 EB1651
 EB1651'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1624 ***********************************************************************
 EY1624  DESIGNATION -  ANDY
 EY1624  PID         -  EY1624
 EY1624  STATE/COUNTY-  NC/WASHINGTON
 EY1624  USGS QUAD   -  ROPER SOUTH (1974)
 EY1624
 EY1624                         *CURRENT SURVEY CONTROL
 EY1624  ___________________________________________________________________
 EY1624* NAD 83(2001)-  35 46 21.65290(N)    076 31 38.46728(W)     ADJUSTED  
 EY1624* NAVD 88     -         3.499  (meters)      11.48   (feet)  ADJUSTED  
 EY1624  ___________________________________________________________________
 EY1624  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EY1624  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EY1624  DYNAMIC HT  -           3.496 (meters)      11.47  (feet)  COMP
 EY1624  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 EY1624
 EY1624  HORZ ORDER  -  SECOND
 EY1624  VERT ORDER  -  SECOND    CLASS II
 EY1624
 EY1624.The horizontal coordinates were established by classical geodetic methods
 EY1624.and adjusted by the National Geodetic Survey in August 2005.
 EY1624
 EY1624.The orthometric height was determined by differential leveling
 EY1624.and adjusted in June 1991.
 EY1624
 EY1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1624
 EY1624.The geoid height was determined by GEOID03.
 EY1624
 EY1624.The dynamic height is computed by dividing the NAVD 88
 EY1624.geopotential number by the normal gravity value computed on the
 EY1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1624.degrees latitude (g = 980.6199 gals.).
 EY1624
 EY1624.The modeled gravity was interpolated from observed gravity values.
 EY1624
 EY1624;                    North         East     Units Scale Factor Converg.
 EY1624;SPC NC       -   227,163.922   833,139.953   MT  0.99991382   +1 25 37.7
 EY1624;SPC NC       -   745,286.97  2,733,393.33   sFT  0.99991382   +1 25 37.7
 EY1624;UTM  18      - 3,959,811.789   361,944.202   MT  0.99983486   -0 53 34.8
 EY1624
 EY1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1624!SPC NC       -   1.00000528  x   0.99991382  =   0.99991910
 EY1624!UTM  18      -   1.00000528  x   0.99983486  =   0.99984014
 EY1624
 EY1624|---------------------------------------------------------------------|
 EY1624| PID    Reference Object                     Distance      Geod. Az  |
 EY1624|                                                           dddmmss.s |
 EY1624| EY1623 ALLEN                               399.185 METERS 01414     |
 EY1624| EY1625 ALTON                               APPROX. 0.6 KM 1691954.1 |
 EY1624|---------------------------------------------------------------------|
 EY1624
 EY1624                          SUPERSEDED SURVEY CONTROL
 EY1624
 EY1624  NAD 83(1986)-  35 46 21.66960(N)    076 31 38.47707(W) AD(       ) 2
 EY1624  NAD 27      -  35 46 21.07865(N)    076 31 39.70969(W) AD(       ) 2
 EY1624  NGVD 29 (??/??/92)    3.829  (m)           12.56   (f) ADJ UNCH    2 2
 EY1624
 EY1624.Superseded values are not recommended for survey control.
 EY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1624.See file dsdata.txt to determine how the superseded data were derived.
 EY1624
 EY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6194459812(NAD 83)
 EY1624_MARKER: DE = TRAVERSE STATION DISK
 EY1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1624_STAMPING: ANDY 1976
 EY1624_MARK LOGO: NCGS  
 EY1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1624+STABILITY: SURFACE MOTION
 EY1624
 EY1624  HISTORY     - Date     Condition        Report By
 EY1624  HISTORY     - 1976     MONUMENTED       NCGS
 EY1624  HISTORY     - 1976     GOOD             NCGS
 EY1624
 EY1624                          STATION DESCRIPTION
 EY1624
 EY1624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1624'ANDY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1624'THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1624'
 EY1624'ANDY IS LOCATED APPROXIMATELY 8.7 MILES SSE OF ROPER AND 10.0
 EY1624'MILES SOUTHWEST OF CRESWELL.  TO REACH STATION FROM INTERSECTION
 EY1624'OF U.S. 64 AND NC 32 WITH SR 1126 IN ROPER, PROCEED SOUTHEASTERLY
 EY1624'ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE ROAD TO FIRST
 EY1624'COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR 2.8 MILES TO A
 EY1624'BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR 1183 FOR 1.15
 EY1624'MILES TO STATION ON RIGHT IN WEST SHOULDER OF AND ACROSS ROAD
 EY1624'FROM PP 83 AND 0.45 MILE NORTH OF Y INTERSECTION WITH DIRT ROAD
 EY1624'(WNW).
 EY1624'
 EY1624'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1624'ANDY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY1624'IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1624'
 EY1624'MARK IS 25.5 FT W OF C/L OF SR 1183
 EY1624'
 EY1624'67.3 FT W OF PP 83
 EY1624'
 EY1624'4.0 FT S OF WOODEN WITNESS POST WITH ALUMINUM REF. TAG
 EY1624
 EY1624                          STATION RECOVERY (1976)
 EY1624
 EY1624'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1624'8.7 MI SSE FROM ROPER.
 EY1624'STATION IS LOCATED APPROXIMATELY 10.0 MILES SOUTHWEST OF CRESWELL. TO
 EY1624'REACH STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN
 EY1624'ROPER, PROCEED SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183
 EY1624'(ENTRANCE RD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR
 EY1624'2.8 MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR
 EY1624'1183 FOR 1.15 MILES TO STATION ON RIGHT, IN WEST SHOULDER, ACROSS ROAD
 EY1624'FROM PP NO. 83 AND 0.45 MILE NORTH OF Y INTERSECTION WITH DIRT ROAD
 EY1624'(WNW).  25.5 FT. W OF CENTER LINE OF SR 1183, 67.3 FT. W OF PP NO. 83,
 EY1624'4.0 FT. S OF WOOD WITNESS POST WITH ALUMINUM REF. TAG.  DISK IS SET IN
 EY1624'THE TOP OF A CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE
 EY1624'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3788 ***********************************************************************
 EY3788  DESIGNATION -  ANDY
 EY3788  PID         -  EY3788
 EY3788  STATE/COUNTY-  NC/BEAUFORT
 EY3788  USGS QUAD   -  AURORA (1993)
 EY3788
 EY3788                         *CURRENT SURVEY CONTROL
 EY3788  ___________________________________________________________________
 EY3788* NAD 83(2001)-  35 19 23.32788(N)    076 47 05.20802(W)     ADJUSTED  
 EY3788* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3788  ___________________________________________________________________
 EY3788  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EY3788  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EY3788  HORZ ORDER  -  THIRD
 EY3788
 EY3788.The horizontal coordinates were established by classical geodetic methods
 EY3788.and adjusted by the National Geodetic Survey in August 2005.
 EY3788
 EY3788.The orthometric height was scaled from a topographic map.
 EY3788
 EY3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3788
 EY3788.The geoid height was determined by GEOID03.
 EY3788
 EY3788;                    North         East     Units Scale Factor Converg.
 EY3788;SPC NC       -   176,756.221   810,984.142   MT  0.99987336   +1 16 42.8
 EY3788;SPC NC       -   579,907.70  2,660,703.81   sFT  0.99987336   +1 16 42.8
 EY3788;UTM  18      - 3,910,340.971   337,769.973   MT  0.99992435   -1 01 55.8
 EY3788
 EY3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3788!SPC NC       -   1.00000574  x   0.99987336  =   0.99987910
 EY3788!UTM  18      -   1.00000574  x   0.99992435  =   0.99993009
 EY3788
 EY3788:                Primary Azimuth Mark                     Grid Az
 EY3788:SPC NC       -  SIBYL                                    045 18 45.2
 EY3788:UTM  18      -  SIBYL                                    047 37 23.8
 EY3788
 EY3788|---------------------------------------------------------------------|
 EY3788| PID    Reference Object                     Distance      Geod. Az  |
 EY3788|                                                           dddmmss.s |
 EY3788| EY3838 SIBYL                               APPROX. 0.8 KM 0463528.0 |
 EY3788| EY3829 NO 2                                APPROX. 0.6 KM 0900414.7 |
 EY3788| EY4728 ANDY RM                               8.203 METERS 28304     |
 EY3788|---------------------------------------------------------------------|
 EY3788
 EY3788                          SUPERSEDED SURVEY CONTROL
 EY3788
 EY3788  NAD 83(1986)-  35 19 23.34245(N)    076 47 05.21286(W) AD(       ) 3
 EY3788  NAD 27      -  35 19 22.72700(N)    076 47 06.48300(W) AD(       ) 3
 EY3788
 EY3788.Superseded values are not recommended for survey control.
 EY3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3788.See file dsdata.txt to determine how the superseded data were derived.
 EY3788
 EY3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3777010341(NAD 83)
 EY3788_MARKER: DS = TRIANGULATION STATION DISK
 EY3788_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3788_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3788
 EY3788  HISTORY     - Date     Condition        Report By
 EY3788  HISTORY     - 1935     MONUMENTED       CGS
 EY3788  HISTORY     - 1948     GOOD             CGS
 EY3788
 EY3788                          STATION DESCRIPTION
 EY3788
 EY3788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3788'STATION IS ON THE NORTHWESTERLY SHORE OF SOUTH CREEK ON A SHARP
 EY3788'POINT 1-3/8 MILES N FROM HIGHWAY BRIDGE AT AURORA ON A POINT
 EY3788'JUST OUTSIDE OF WHITEHURST CREEK.  IT IS ON LINE WITH LINE OF
 EY3788'PILING EXTENDING OUT FROM THIS POINT.  FROM THE STATION, SHORE
 EY3788'LINE IS 5 METERS S, 20 METERS E.  STATION IS IN SEMI-STABLE LAND
 EY3788'ON TREE LINE.
 EY3788'
 EY3788'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8-
 EY3788'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EY3788'
 EY3788'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8-
 EY3788'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EY3788
 EY3788                          STATION RECOVERY (1948)
 EY3788
 EY3788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3788'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 EY3788'CONDITION.  DISTANCE TO REFERENCE MARK WAS MEASURED WITH A STEEL
 EY3788'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 EY3788'INADEQUATE, NEW DESCRIPTION FOLLOWS.
 EY3788'
 EY3788'STATION IS ON THE NW SHORE OF SOUTH CREEK, ON A SHARP WOODED
 EY3788'POINT 1-3/8 MILES N FROM STEEL TRUSS BRIDGE AT AURORA, ON THE
 EY3788'POINT BETWEEN WHITEHURST CREEK AND JACKS CREEK.  IT IS ON THE
 EY3788'CENTER LINE OF AN OLD TRAM ROAD ABOUT 2 FEET ABOVE SURROUNDING
 EY3788'LAND AND ON RANGE WITH LINE OF PILING EXTENDING OUT FROM POINT.
 EY3788'FROM THE STATION SHORELINE IS 5 METERS S, 20 METERS E.
 EY3788'
 EY3788'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED
 EY3788'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.  DISK IS STAMPED ANDY
 EY3788'1935.
 EY3788'
 EY3788'REFERENCE MARK IS N OF STATION, ON CENTER LINE OF SAME TRAM ROAD
 EY3788'AS STATION.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 EY3788'A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE THE
 EY3788'GROUND.  DISK IS STAMPED ANDY 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4208 ***********************************************************************
 FX4208  DESIGNATION -  ANDY
 FX4208  PID         -  FX4208
 FX4208  STATE/COUNTY-  NC/HALIFAX
 FX4208  USGS QUAD   -  DARLINGTON (1974)
 FX4208
 FX4208                         *CURRENT SURVEY CONTROL
 FX4208  ___________________________________________________________________
 FX4208* NAD 83(2001)-  36 20 42.25955(N)    077 41 11.97389(W)     ADJUSTED  
 FX4208* NAVD 88     -        47.5    (meters)     156.     (feet)  VERTCON   
 FX4208  ___________________________________________________________________
 FX4208  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FX4208  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 FX4208  HORZ ORDER  -  SECOND
 FX4208
 FX4208.The horizontal coordinates were established by classical geodetic methods
 FX4208.and adjusted by the National Geodetic Survey in August 2005.
 FX4208
 FX4208.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4208
 FX4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4208
 FX4208.The geoid height was determined by GEOID03.
 FX4208
 FX4208;                    North         East     Units Scale Factor Converg.
 FX4208;SPC NC       -   288,670.717   727,501.831   MT  1.00005468   +0 45 28.9
 FX4208;SPC NC       -   947,080.51  2,386,812.26   sFT  1.00005468   +0 45 28.9
 FX4208;UTM  18      - 4,025,574.717   258,890.543   MT  1.00031632   -1 35 34.8
 FX4208
 FX4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4208!SPC NC       -   0.99999792  x   1.00005468  =   1.00005260
 FX4208!UTM  18      -   0.99999792  x   1.00031632  =   1.00031424
 FX4208
 FX4208:                Primary Azimuth Mark                     Grid Az
 FX4208:SPC NC       -  CIDER                                    217 46 31.3
 FX4208:UTM  18      -  CIDER                                    220 07 35.0
 FX4208
 FX4208|---------------------------------------------------------------------|
 FX4208| PID    Reference Object                     Distance      Geod. Az  |
 FX4208|                                                           dddmmss.s |
 FX4208| FX2203 CIDER                               APPROX. 1.9 KM 2183200.2 |
 FX4208|---------------------------------------------------------------------|
 FX4208
 FX4208                          SUPERSEDED SURVEY CONTROL
 FX4208
 FX4208  NAD 83(1993)-  36 20 42.26583(N)    077 41 11.97118(W) AD(       ) 2
 FX4208  NAD 83(1986)-  36 20 42.26661(N)    077 41 11.98027(W) AD(       ) 2
 FX4208  NAD 27      -  36 20 41.72131(N)    077 41 13.06528(W) AD(       ) 2
 FX4208  NGVD 29 (07/19/86)   47.8    (m)          157.     (f) VERT ANG    3  
 FX4208
 FX4208.Superseded values are not recommended for survey control.
 FX4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4208.See file dsdata.txt to determine how the superseded data were derived.
 FX4208
 FX4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5889125575(NAD 83)
 FX4208_MARKER: DE = TRAVERSE STATION DISK
 FX4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4208_STAMPING: ANDY 1973
 FX4208_MARK LOGO: NCGS  
 FX4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4208+STABILITY: SURFACE MOTION
 FX4208
 FX4208  HISTORY     - Date     Condition        Report By
 FX4208  HISTORY     - 1973     MONUMENTED       NCGS
 FX4208  HISTORY     - 1978     GOOD             NCGS
 FX4208
 FX4208                          STATION DESCRIPTION
 FX4208
 FX4208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4208'ANDY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX4208'VICINITY OF HALIFAX, NORTH CAROLINA.
 FX4208'
 FX4208'ANDY IS LOCATED APPROXIMATELY 5.5 MILES WEST OF HALIFAX AND 8.5 MILES
 FX4208'SOUTH OF ROANOKE RAPIDS.  TO REACH STATION FROM THE I-95 UNDERPASS
 FX4208'OF NC 903, PROCEED SOUTH ALONG I-95 FOR 1.5 MILES TO STATION ON
 FX4208'LEFT ON TOP OF A 15 FOOT CUT AND ACROSS FENCE FROM A ONE STORY
 FX4208'WHITE FRAME HOUSE, 1.0 MILE NORTH OF SR 1612 OVERPASS, AND 5.75
 FX4208'MILES NORTH OF NC 561 OVERPASS.
 FX4208'
 FX4208'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANDY
 FX4208'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FX4208'INCH BELOW THE SURFACE OF THE GROUND.
 FX4208'
 FX4208'MARK IS
 FX4208'74.6 FEET SE OF C/L OF I-95 N BOUND LAND (SLOPE).
 FX4208'43.3 FEET NW OF FENCE POST WITH ALUMINUM REF. TAG.
 FX4208'52.8 FEET N OF FENCE POST WITH ALUMINUM REF. TAG.
 FX4208'52.5 FEET W OF FENCE POST WITH ALUMINUM REF. TAG.
 FX4208'APPROX. 115.0 FEET NNW OF LARGE OAK IN YARD.
 FX4208
 FX4208                          STATION RECOVERY (1978)
 FX4208
 FX4208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH)
 FX4208'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4948 ***********************************************************************
 AH4948  DESIGNATION -  ANDY
 AH4948  PID         -  AH4948
 AH4948  STATE/COUNTY-  NC/JOHNSTON
 AH4948  USGS QUAD   -  SELMA (1988)
 AH4948
 AH4948                         *CURRENT SURVEY CONTROL
 AH4948  ___________________________________________________________________
 AH4948* NAD 83(2001)-  35 33 09.46854(N)    078 19 01.38982(W)     ADJUSTED  
 AH4948* NAVD 88     -        46.5    (meters)     153.     (feet)  VERT ANG  
 AH4948  ___________________________________________________________________
 AH4948  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AH4948  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AH4948  HORZ ORDER  -  SECOND
 AH4948
 AH4948.The horizontal coordinates were established by classical geodetic methods
 AH4948.and adjusted by the National Geodetic Survey in August 2005.
 AH4948
 AH4948.The orthometric height was determined by vertical angle observations.
 AH4948
 AH4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4948
 AH4948.The geoid height was determined by GEOID03.
 AH4948
 AH4948;                    North         East     Units Scale Factor Converg.
 AH4948;SPC NC       -   200,179.956   671,516.639   MT  0.99988633   +0 23 39.0
 AH4948;SPC NC       -   656,757.07  2,203,134.17   sFT  0.99988633   +0 23 39.0
 AH4948;UTM  17      - 3,937,642.622   743,195.004   MT  1.00032890   +1 33 38.8
 AH4948
 AH4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4948!SPC NC       -   0.99999808  x   0.99988633  =   0.99988442
 AH4948!UTM  17      -   0.99999808  x   1.00032890  =   1.00032698
 AH4948
 AH4948                          SUPERSEDED SURVEY CONTROL
 AH4948
 AH4948  NAD 83(1986)-  35 33 09.47575(N)    078 19 01.39852(W) AD(       ) 2
 AH4948
 AH4948.Superseded values are not recommended for survey control.
 AH4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4948.See file dsdata.txt to determine how the superseded data were derived.
 AH4948
 AH4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4319537643(NAD 83)
 AH4948_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4948_STAMPING: ANDY 1986
 AH4948_MARK LOGO: NCGS  
 AH4948_PROJECTION: FLUSH
 AH4948_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4948+STABILITY: SURFACE MOTION
 AH4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4948+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2007
 AH4948
 AH4948  HISTORY     - Date     Condition        Report By
 AH4948  HISTORY     - 1986     MONUMENTED       NCGS
 AH4948  HISTORY     - 19860101 GOOD             NCGS
 AH4948  HISTORY     - 20071114 GOOD             GEOCAC
 AH4948
 AH4948                          STATION DESCRIPTION
 AH4948
 AH4948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4948'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) WEST-NORTHWEST OF SELMA.
 AH4948'ALONG US 70A FOR 3.9 KM (2.40 MI) NORTHWEST FROM US 301 TO SR 1929
 AH4948'T-ROAD, IN NORTHEAST QUADRANT. MARK IS RECESSED 1 INCH BELOW GROUND
 AH4948'AND IS 3-FEET HIGHER THAN HIGHWAY. LOCATED 24.6 M (80.7 FT) NORTHEAST
 AH4948'OF THE CENTERLINE OF HIGHWAY, 43.6 M (143.0 FT) SOUTHEAST OF THE
 AH4948'CENTERLINE OF SR 1929, 22.3 M (73.2 FT) SOUTHWEST OF SOUTH RAIL, 49.3
 AH4948'M (161.7 FT) SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF SR AND
 AH4948'RAILROAD, AND 0.9 M (3.0 FT) SOUTHWEST OF A SIGN POST WITH REFERENCE
 AH4948'TAG.
 AH4948
 AH4948                          STATION RECOVERY (1986)
 AH4948
 AH4948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4948'RECOVERED AS DESCRIBED.
 AH4948
 AH4948                          STATION RECOVERY (2007)
 AH4948
 AH4948'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AH4948'RECOVERED AS DESCRIBED. THE REFERENCED SIGN POST IS THE WESTERN
 AH4948'SUPPORT LEG OF A BILLBOARD FOR ANDY S CARPETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF3716 ***********************************************************************
 DF3716  DESIGNATION -  ANDY
 DF3716  PID         -  DF3716
 DF3716  STATE/COUNTY-  NC/SURRY
 DF3716  USGS QUAD   -  PINNACLE (1987)
 DF3716
 DF3716                         *CURRENT SURVEY CONTROL
 DF3716  ___________________________________________________________________
 DF3716* NAD 83(2007)-  36 20 24.70507(N)    080 28 40.65148(W)     ADJUSTED  
 DF3716* NAVD 88     -       695.4    (meters)    2281.     (feet)  GPS OBS   
 DF3716  ___________________________________________________________________
 DF3716  EPOCH DATE  -        2002.00
 DF3716  X           -     850,998.435 (meters)                     COMP
 DF3716  Y           -  -5,073,375.910 (meters)                     COMP
 DF3716  Z           -   3,759,057.371 (meters)                     COMP
 DF3716  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DF3716  ELLIP HEIGHT-         661.976 (meters)          (02/10/07) ADJUSTED
 DF3716  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DF3716
 DF3716  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF3716  Type    PID    Designation                      North   East  Ellip
 DF3716  -------------------------------------------------------------------
 DF3716  NETWORK DF3716 ANDY                              1.25   1.12   2.90
 DF3716  -------------------------------------------------------------------
 DF3716
 DF3716.The horizontal coordinates were established by GPS observations
 DF3716.and adjusted by the National Geodetic Survey in February 2007.
 DF3716
 DF3716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF3716.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF3716.The horizontal coordinates are valid at the epoch date displayed above.
 DF3716.The epoch date for horizontal control is a decimal equivalence
 DF3716.of Year/Month/Day.
 DF3716
 DF3716.The orthometric height was determined by GPS observations and a
 DF3716.high-resolution geoid model.
 DF3716
 DF3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3716
 DF3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3716
 DF3716.The ellipsoidal height was determined by GPS observations
 DF3716.and is referenced to NAD 83.
 DF3716
 DF3716.The geoid height was determined by GEOID03.
 DF3716
 DF3716;                    North         East     Units Scale Factor Converg.
 DF3716;SPC NC       -   288,337.418   476,915.558   MT  1.00005305   -0 51 10.9
 DF3716;SPC NC       -   945,987.01  1,564,680.46   sFT  1.00005305   -0 51 10.9
 DF3716;UTM  17      - 4,021,808.691   546,847.624   MT  0.99962704   +0 18 33.7
 DF3716
 DF3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3716!SPC NC       -   0.99989612  x   1.00005305  =   0.99994916
 DF3716!UTM  17      -   0.99989612  x   0.99962704  =   0.99952320
 DF3716
 DF3716                          SUPERSEDED SURVEY CONTROL
 DF3716
 DF3716  NAD 83(2001)-  36 20 24.70561(N)    080 28 40.65162(W) AD(       ) 1
 DF3716  ELLIP H (03/13/03)  661.948  (m)                       GP(       ) 4 2
 DF3716  NAD 83(1986)-  36 20 24.71278(N)    080 28 40.65751(W) AD(       ) 1
 DF3716
 DF3716.Superseded values are not recommended for survey control.
 DF3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3716.See file dsdata.txt to determine how the superseded data were derived.
 DF3716
 DF3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4684821809(NAD 83)
 DF3716_MARKER: DH = HORIZONTAL CONTROL DISK
 DF3716_SETTING: 66 = SET IN ROCK OUTCROP
 DF3716_STAMPING: ANDY 2002
 DF3716_MARK LOGO: NCGS  
 DF3716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF3716+STABILITY: POSITION/ELEVATION WELL
 DF3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3716+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 DF3716
 DF3716  HISTORY     - Date     Condition        Report By
 DF3716  HISTORY     - 2002     MONUMENTED       NCGS
 DF3716  HISTORY     - 20060702 GOOD             GEOCAC
 DF3716
 DF3716                          STATION DESCRIPTION
 DF3716
 DF3716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DF3716'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF THE TOWN
 DF3716'OF PILOT MOUNTAIN, AT THE THE PILOT MOUNTAIN STATE PARK.
 DF3716'PROCEED ALONG SR 2053 FOR 0.5 MI (0.8 KM) NORTHWEST FROM THE US 52
 DF3716'OVERPASS, TO THE PILOT MOUNTAIN STATE PARK ENTRANCE, THENCE WEST FOR
 DF3716'1.9 MI (3.1 KM) ALONG THE PARK ROAD TO THE PARKING LOT NEAR THE TOP OF
 DF3716'MOUNTAIN, THENCE NORTHEAST ON FOOT APPROXIMATELY 200-FEET ALONG THE
 DF3716'TRAIL TO THE START OF THE LITTLE PINNACLE LOOKOUT TRAIL, THENCE EAST
 DF3716'APPROXIMATLEY 250-FEET ALONG THE TRAIL TOWARDS THE LITTLE PINNACLE
 DF3716'LOOKOUT, IN A LARGE ELEVATED ROCK OUTCROP ALONG THE NORTH SIDE OF THE
 DF3716'TRAIL.
 DF3716'MARK IS ABOUT 8-FEET HIGHER THAN THE TRAIL. LOCATED 50.0 FT (15.2 M)
 DF3716'NORTHWEST OF THE OVERLOOK AREA--AND 10.0 FT (3.0 M) NORTH OF A HAND
 DF3716'RAIL POST, 12.0 FT (3.7 M) SOUTH-SOUTHEAST OF A 6-INCH HARDWOOD
 DF3716'TREE--BOTH WITH REFERENCE TAGS.
 DF3716
 DF3716                          STATION RECOVERY (2006)
 DF3716
 DF3716'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 DF3716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI7564 ***********************************************************************
 DI7564  DESIGNATION -  ANDY
 DI7564  PID         -  DI7564
 DI7564  STATE/COUNTY-  NC/GASTON
 DI7564  USGS QUAD   -  LINCOLNTON EAST (1993)
 DI7564
 DI7564                         *CURRENT SURVEY CONTROL
 DI7564  ___________________________________________________________________
 DI7564* NAD 83(2007)-  35 24 18.75141(N)    081 11 07.82970(W)     ADJUSTED  
 DI7564* NAVD 88     -       254.4    (meters)     835.     (feet)  GPS OBS   
 DI7564  ___________________________________________________________________
 DI7564  EPOCH DATE  -        2002.00
 DI7564  X           -     797,545.212 (meters)                     COMP
 DI7564  Y           -  -5,143,223.820 (meters)                     COMP
 DI7564  Z           -   3,674,730.022 (meters)                     COMP
 DI7564  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 DI7564  ELLIP HEIGHT-         222.891 (meters)          (09/18/08) ADJUSTED
 DI7564  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 DI7564  HORZ ORDER  -  FIRST
 DI7564  ELLP ORDER  -  FOURTH    CLASS I
 DI7564
 DI7564.The horizontal coordinates were established by GPS observations
 DI7564.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 DI7564
 DI7564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI7564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI7564.The horizontal coordinates are valid at the epoch date displayed above.
 DI7564.The epoch date for horizontal control is a decimal equivalence
 DI7564.of Year/Month/Day.
 DI7564
 DI7564.The orthometric height was determined by GPS observations and a
 DI7564.high-resolution geoid model.
 DI7564
 DI7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI7564
 DI7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI7564
 DI7564.The ellipsoidal height was determined by GPS observations
 DI7564.and is referenced to NAD 83.
 DI7564
 DI7564.The geoid height was determined by GEOID03.
 DI7564
 DI7564;                    North         East     Units Scale Factor Converg.
 DI7564;SPC NC       -   185,797.567   411,119.319   MT  0.99987616   -1 15 41.1
 DI7564;SPC NC       -   609,570.85  1,348,813.97   sFT  0.99987616   -1 15 41.1
 DI7564;UTM  17      - 3,917,996.475   483,155.929   MT  0.99960350   -0 06 26.9
 DI7564
 DI7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7564!SPC NC       -   0.99996502  x   0.99987616  =   0.99984118
 DI7564!UTM  17      -   0.99996502  x   0.99960350  =   0.99956853
 DI7564
 DI7564:                Primary Azimuth Mark                     Grid Az
 DI7564:SPC NC       -  WALTER                                   009 52 54.4
 DI7564:UTM  17      -  WALTER                                   008 43 40.2
 DI7564
 DI7564|---------------------------------------------------------------------|
 DI7564| PID    Reference Object                     Distance      Geod. Az  |
 DI7564|                                                           dddmmss.s |
 DI7564| DI7563 WALTER                              APPROX. 0.6 KM 0083713.3 |
 DI7564|---------------------------------------------------------------------|
 DI7564
 DI7564                          SUPERSEDED SURVEY CONTROL
 DI7564
 DI7564  NAD 83(1986)-  35 24 18.76656(N)    081 11 07.83309(W) AD(       ) 1
 DI7564  NAD 83(2001)-  35 24 18.75151(N)    081 11 07.82986(W) AD(       ) 1
 DI7564  ELLIP H (05/31/07)  222.906  (m)                       GP(       ) 4 1
 DI7564
 DI7564.Superseded values are not recommended for survey control.
 DI7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7564.See file dsdata.txt to determine how the superseded data were derived.
 DI7564
 DI7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8315617996(NAD 83)
 DI7564_MARKER: DH = HORIZONTAL CONTROL DISK
 DI7564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7564_STAMPING: ANDY 1999
 DI7564_MARK LOGO: NCGS  
 DI7564_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7564+STABILITY: SURFACE MOTION
 DI7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7564+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DI7564
 DI7564  HISTORY     - Date     Condition        Report By
 DI7564  HISTORY     - 1999     MONUMENTED       NCGS
 DI7564
 DI7564                          STATION DESCRIPTION
 DI7564
 DI7564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999
 DI7564'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHEAST OF LINCOLNTON AND
 DI7564'9.9 MI (15.9 KM) NORTH OF GASTONIA.    PROCEED ALONG US 321
 DI7564'BUSINESS-GASTONIA HIGHWAY (NC 155) FOR 0.4 MI (0.6 KM) EAST FROM US
 DI7564'321 BYPASS (EXIT 20), THENCE NORTH FOR 1.2 MI (1.9 KM) ALONG SR
 DI7564'1307-SALEM CHURCH ROAD, THENCE SOUTHEAST FOR 1.9 MI (3.1 KM) ALONG SR
 DI7564'1001-PHILADELPHIA CHURCH ROAD, OR ABOUT 0.3 MI (0.5 KM) SOUTH OF THE
 DI7564'LINCOLN/GASTON COUNTY LINE, IN THE WEST SHOULDER.    MARK IS ABOUT
 DI7564'LEVEL WITH SR 1001 AND FLUSH WITH THE GROUND.  LOCATED 15.0 FT (4.6 M)
 DI7564'WEST OF THE CENTERLINE OF SR 1001, 44.3 FT (13.5 M) NORTH OF A
 DI7564'TELEPHONE PEDESTAL, 84.7 FT (25.8 M) NORTH-NORTHWEST OF THE EAST END
 DI7564'OF A CULVERT, 58.0 FT (17.7 M) SOUTH OF THE NORTH END OF THE CULVERT
 DI7564'AND 41.5 FT (12.6 M) EAST OF A 10-INCH (25 CM) POPLAR WITH REFERENCE
 DI7564'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9217 ***********************************************************************
 AH9217  DESIGNATION -  ANEAGLE
 AH9217  PID         -  AH9217
 AH9217  STATE/COUNTY-  NC/GRANVILLE
 AH9217  USGS QUAD   -  STEM (1987)
 AH9217
 AH9217                         *CURRENT SURVEY CONTROL
 AH9217  ___________________________________________________________________
 AH9217* NAD 83(2001)-  36 10 14.33678(N)    078 40 12.07329(W)     ADJUSTED  
 AH9217* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 AH9217  ___________________________________________________________________
 AH9217  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 AH9217  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 AH9217  HORZ ORDER  -  SECOND
 AH9217
 AH9217.The horizontal coordinates were established by classical geodetic methods
 AH9217.and adjusted by the National Geodetic Survey in August 2005.
 AH9217
 AH9217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9217
 AH9217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9217
 AH9217.The geoid height was determined by GEOID03.
 AH9217
 AH9217;                    North         East     Units Scale Factor Converg.
 AH9217;SPC NC       -   268,584.977   639,289.149   MT  1.00000111   +0 11 25.6
 AH9217;SPC NC       -   881,182.55  2,097,401.15   sFT  1.00000111   +0 11 25.6
 AH9217;UTM  17      - 4,005,391.795   709,559.849   MT  1.00014113   +1 22 32.3
 AH9217
 AH9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9217!SPC NC       -   0.99998627  x   1.00000111  =   0.99998738
 AH9217!UTM  17      -   0.99998627  x   1.00014113  =   1.00012740
 AH9217
 AH9217                          SUPERSEDED SURVEY CONTROL
 AH9217
 AH9217  NAD 83(1986)-  36 10 14.34483(N)    078 40 12.08559(W) AD(       ) 2
 AH9217  NGVD 29 (05/25/99)  119.6    (m)          392.     (f) VERT ANG    3  
 AH9217
 AH9217.Superseded values are not recommended for survey control.
 AH9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9217.See file dsdata.txt to determine how the superseded data were derived.
 AH9217
 AH9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0956005392(NAD 83)
 AH9217_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9217_STAMPING: ANEAGLE 1984
 AH9217_MARK LOGO: NCGS  
 AH9217_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9217+STABILITY: SURFACE MOTION
 AH9217
 AH9217  HISTORY     - Date     Condition        Report By
 AH9217  HISTORY     - 1984     MONUMENTED       NCGS
 AH9217
 AH9217                          STATION DESCRIPTION
 AH9217
 AH9217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH9217'STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) NORTH OF CREEDMOOR, AND 7.2
 AH9217'KM (4.45 MI) EAST OF BUTNER. ALONG SR 1129 FOR 0.25 KM (0.15 MI) EAST
 AH9217'OF THE INTERSECTION WITH US 15 (AT HESTER), ON TOP OF CUT AT EDGE OF
 AH9217'LUMBER YARD. MARK IS RECESSED 1 INCH BELOW GROUND SURFACE, AND IS 4
 AH9217'FEET ABOVE HIGHWAY.  LOCATED 13.1 M (43.0 FT) NORTH OF CENTERLINE OF
 AH9217'HIGHWAY, 1.6 M (5.2 FT) SOUTH OF BASE OF GUY WIRE, 40.4 M (132.5 FT)
 AH9217'NORTHWEST OF PEDESTAL, 8.1 M (26.6 FT) NORTH-NORTHEAST OF POST OR
 AH9217'RAILROAD CROSSING SIGN, AND 3.1 M (10.2 FT) NORTH OF POWER POLE WITH A
 AH9217'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5266 ***********************************************************************
 EZ5266  DESIGNATION -  ANG
 EZ5266  PID         -  EZ5266
 EZ5266  STATE/COUNTY-  NC/HARNETT
 EZ5266  USGS QUAD   -  ANGIER (1993)
 EZ5266
 EZ5266                         *CURRENT SURVEY CONTROL
 EZ5266  ___________________________________________________________________
 EZ5266* NAD 83(2001)-  35 31 04.26553(N)    078 44 22.58099(W)     ADJUSTED  
 EZ5266* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 EZ5266  ___________________________________________________________________
 EZ5266  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 EZ5266  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 EZ5266  HORZ ORDER  -  SECOND
 EZ5266
 EZ5266.The horizontal coordinates were established by classical geodetic methods
 EZ5266.and adjusted by the National Geodetic Survey in August 2005.
 EZ5266
 EZ5266.The orthometric height was scaled from a topographic map.
 EZ5266
 EZ5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5266
 EZ5266.The geoid height was determined by GEOID03.
 EZ5266
 EZ5266;                    North         East     Units Scale Factor Converg.
 EZ5266;SPC NC       -   196,139.695   633,218.614   MT  0.99988334   +0 09 01.1
 EZ5266;SPC NC       -   643,501.65  2,077,484.74   sFT  0.99988334   +0 09 01.1
 EZ5266;UTM  17      - 3,932,822.959   704,974.215   MT  1.00011778   +1 18 49.1
 EZ5266
 EZ5266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5266!SPC NC       -   0.99998921  x   0.99988334  =   0.99987255
 EZ5266!UTM  17      -   0.99998921  x   1.00011778  =   1.00010699
 EZ5266
 EZ5266:                Primary Azimuth Mark                     Grid Az
 EZ5266:SPC NC       -  ANG AZ MK                                179 08 56.6
 EZ5266:UTM  17      -  ANG AZ MK                                177 59 08.6
 EZ5266
 EZ5266|---------------------------------------------------------------------|
 EZ5266| PID    Reference Object                     Distance      Geod. Az  |
 EZ5266|                                                           dddmmss.s |
 EZ5266| EZ5267 ANG AZ MK                           APPROX. 1.0 KM 1791757.7 |
 EZ5266| EZ5268 ANGIER MUN TANK                     APPROX. 0.5 KM 1815751.4 |
 EZ5266| EZ0813 B 93                                 52.844 METERS 21402     |
 EZ5266| EZ6067 ANG RM 1                             36.278 METERS 29713     |
 EZ5266| EZ5332 FUQUAY SPRINGS W MUNICIPAL TK       APPROX. 9.7 KM 3274055.8 |
 EZ5266| EZ5330 FUQUAY SPRINGS E MUNICIPAL TK       APPROX. 9.7 KM 3275002.1 |
 EZ5266|---------------------------------------------------------------------|
 EZ5266
 EZ5266                          SUPERSEDED SURVEY CONTROL
 EZ5266
 EZ5266  NAD 83(1986)-  35 31 04.26888(N)    078 44 22.59141(W) AD(       ) 2
 EZ5266  NAD 27      -  35 31 03.69496(N)    078 44 23.54086(W) AD(       ) 2
 EZ5266
 EZ5266.Superseded values are not recommended for survey control.
 EZ5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5266.See file dsdata.txt to determine how the superseded data were derived.
 EZ5266
 EZ5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0497432823(NAD 83)
 EZ5266_MARKER: DS = TRIANGULATION STATION DISK
 EZ5266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5266_STAMPING: ANG 1957
 EZ5266_MARK LOGO: CGS   
 EZ5266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5266+STABILITY: SURFACE MOTION
 EZ5266
 EZ5266  HISTORY     - Date     Condition        Report By
 EZ5266  HISTORY     - 1957     MONUMENTED       CGS
 EZ5266  HISTORY     - 1964     MARK NOT FOUND   AMS
 EZ5266  HISTORY     - 1972     MARK NOT FOUND   NCGS
 EZ5266  HISTORY     - 20040310 MARK NOT FOUND   NCGS
 EZ5266
 EZ5266                          STATION DESCRIPTION
 EZ5266
 EZ5266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ5266'STATION IS LOCATED IN THE NORTH EDGE OF ANGIER.  STATION IS 25
 EZ5266'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 EZ5266'21-1/2 FEET SOUTHWEST OF TELEPHONE POLE AND 4-1/2 FEET
 EZ5266'SOUTHWEST OF WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 EZ5266'DISK IS STAMPED---ANG 1957---.
 EZ5266'
 EZ5266'REFERENCE MARK NO. 1 IS 24 FEET EAST OF APPROXIMATE CENTERLINE
 EZ5266'OF ROAD AND 76 FEET NORTH OF POWERLINE POLE WITH
 EZ5266'TRANSFORMER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 EZ5266'STAMPED---ANG NO 1 1957---.
 EZ5266'
 EZ5266'BENCH MARK B 93 1935 IS 27-1/2 FEET WEST-NORTHWEST OF
 EZ5266'RAILROAD CROSSING, 35 FEET SOUTHEAST OF DRIVEWAY, 11 FEET
 EZ5266'EAST-NORTHEAST OF TELEPHONE POLE AND 2 FEET SOUTH OF RAILROAD
 EZ5266'CROSSBUCK.  THE MARK IS A STANDARD BENCH MARK DISK SET IN
 EZ5266'6X6 INCH CONCRETE POST, PROJECTS 6 INCHES AND DISK IS
 EZ5266'STAMPED---B 93 1935---.
 EZ5266'
 EZ5266'AZIMUTH MARK IS 31 FEET EAST OF APPROXIMATE CENTERLINE OF
 EZ5266'N. BROADWAY ST. W, 35 FEET NORTH OF APPROXIMATE CENTERLINE OF
 EZ5266'W. SMITHFIELD ST., 22-1/2 FEET WEST OF WEST RAIL AND 2 FEET
 EZ5266'NORTH OF WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 EZ5266'STAMPED---ANG 1957---.
 EZ5266'
 EZ5266'A TRAVERSE CONNECTION WAS MADE TO AZIMUTH MARK AND BENCH MARK
 EZ5266'B 93 1935 AND THE DISTANCE IS SHOWN ABOVE.
 EZ5266'
 EZ5266'TO REACH FROM THE RAILROAD DEPOT IN ANGIER, GO NORTH ON
 EZ5266'SURFACED ROAD FOR 0.1 MILE TO AZIMUTH MARK ON LEFT (WEST) SIDE
 EZ5266'OF ROAD AND RAILROAD TRACKS.  CONTINUE NORTH ON SURFACED ROAD
 EZ5266'FOR 0.6 MILE TO RAILROAD CROSSING AND STATION ON RIGHT AS
 EZ5266'DESCRIBED.
 EZ5266'
 EZ5266'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EZ5266
 EZ5266                          STATION RECOVERY (1964)
 EZ5266
 EZ5266'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ5266'THE STATION AND REFERENCE MARKS WERE NOT LOCATED.  CONCRETE
 EZ5266'MONUMENT WITH DISK REMOVED WAS FOUND LYING ON SURFACE ABOUT 300
 EZ5266'FEET NE OF STATION SITE.  POSSIBILITY EXISTS THAT THE MARKS HAVE
 EZ5266'BEEN DESTROYED DUE TO GRADING IN VICINITY OF STATION SITES.
 EZ5266
 EZ5266                          STATION RECOVERY (1972)
 EZ5266
 EZ5266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5266'ANG PROBABLY LOST (SEE BELOW)
 EZ5266'
 EZ5266'RM 1 PROBABLY LOST - SEE BELOW
 EZ5266'
 EZ5266'RM B 93 1935 GOOD - APPEARS SLIGHTLY TILTED
 EZ5266'
 EZ5266'N TRIANGULATION STATION C 230 GOOD - APPEARS SLIGHTLY TILTED
 EZ5266'
 EZ5266'ANG 1957 AZ. MARK GOOD
 EZ5266'
 EZ5266'STATION AND RM 1 WERE DUG FOR BUT NO EVIDENCE WAS FOUND.
 EZ5266'
 EZ5266'STATION NC 230 IS TILTED TOWARDS THE SOUTH.  THE PRECISE
 EZ5266'CHAINED DISTANCE DISAGREES WITH THE PREVIOUS DISTANCE BY
 EZ5266'0.147 METERS.
 EZ5266'
 EZ5266'110.436 M PUBLISHED VALUE
 EZ5266'
 EZ5266'110.583 M 1972 VALUE - PRECISED CHAINED
 EZ5266
 EZ5266                          STATION RECOVERY (2004)
 EZ5266
 EZ5266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5266'NOT FOUND, BELIEVED LOST TO SITE IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5267 ***********************************************************************
 EZ5267  DESIGNATION -  ANG AZ MK
 EZ5267  PID         -  EZ5267
 EZ5267  STATE/COUNTY-  NC/HARNETT
 EZ5267  USGS QUAD   -  ANGIER (1993)
 EZ5267
 EZ5267                         *CURRENT SURVEY CONTROL
 EZ5267  ___________________________________________________________________
 EZ5267* NAD 83(2001)-  35 30 33.33509(N)    078 44 22.11829(W)     ADJUSTED  
 EZ5267* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 EZ5267  ___________________________________________________________________
 EZ5267  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EZ5267  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EZ5267  HORZ ORDER  -  SECOND
 EZ5267
 EZ5267.The horizontal coordinates were established by classical geodetic methods
 EZ5267.and adjusted by the National Geodetic Survey in August 2005.
 EZ5267
 EZ5267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5267
 EZ5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5267
 EZ5267.The geoid height was determined by GEOID03.
 EZ5267
 EZ5267;                    North         East     Units Scale Factor Converg.
 EZ5267;SPC NC       -   195,186.581   633,232.772   MT  0.99988266   +0 09 01.3
 EZ5267;SPC NC       -   640,374.64  2,077,531.19   sFT  0.99988266   +0 09 01.3
 EZ5267;UTM  17      - 3,931,870.106   705,007.727   MT  1.00011795   +1 18 48.4
 EZ5267
 EZ5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5267!SPC NC       -   0.99999058  x   0.99988266  =   0.99987324
 EZ5267!UTM  17      -   0.99999058  x   1.00011795  =   1.00010853
 EZ5267
 EZ5267|---------------------------------------------------------------------|
 EZ5267| PID    Reference Object                     Distance      Geod. Az  |
 EZ5267|                                                           dddmmss.s |
 EZ5267| EZ6633 ANGIER MEM METH CH STEEPLE           56.655 METERS 12907     |
 EZ5267| EZ5280 DEPOT                               240.193 METERS 18056     |
 EZ5267| EZ1777 NC 230                              110.606 METERS 18433     |
 EZ5267| EZ5266 ANG                                 APPROX. 1.0 KM 3591758.0 |
 EZ5267|---------------------------------------------------------------------|
 EZ5267
 EZ5267                          SUPERSEDED SURVEY CONTROL
 EZ5267
 EZ5267  NAD 83(1986)-  35 30 33.33861(N)    078 44 22.12881(W) AD(       ) 2
 EZ5267  NAD 27      -  35 30 32.76390(N)    078 44 23.07617(W) AD(       ) 2
 EZ5267  NGVD 29 (07/19/86)   93.3    (m)          306.     (f) VERT ANG    3  
 EZ5267
 EZ5267.Superseded values are not recommended for survey control.
 EZ5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5267.See file dsdata.txt to determine how the superseded data were derived.
 EZ5267
 EZ5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0500831870(NAD 83)
 EZ5267_MARKER: DZ = AZIMUTH MARK DISK
 EZ5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5267_SP_SET: SQUARE CONCRETE MONUMENT
 EZ5267_STAMPING: ANG 1957
 EZ5267_MARK LOGO: CGS   
 EZ5267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5267+STABILITY: SURFACE MOTION
 EZ5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5267+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2007
 EZ5267
 EZ5267  HISTORY     - Date     Condition        Report By
 EZ5267  HISTORY     - 1957     MONUMENTED       CGS
 EZ5267  HISTORY     - 1957     GOOD             CGS
 EZ5267  HISTORY     - 1964     GOOD             CGS
 EZ5267  HISTORY     - 19840101 GOOD             NCGS
 EZ5267  HISTORY     - 19980523 MARK NOT FOUND   USPSQD
 EZ5267  HISTORY     - 20040304 GOOD             NCGS
 EZ5267  HISTORY     - 20070818 GOOD             GEOCAC
 EZ5267
 EZ5267                          STATION DESCRIPTION
 EZ5267
 EZ5267'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ5267'STATION IS LOCATED ALONG RAILROAD TRACKS ABOUT 0.1 MILE NORTH OF
 EZ5267'RAILROAD DEPOT IN THE VILLAGE OF ANGIER.  STATION IS A STANDARD
 EZ5267'AZIMUTH MARK DISK.
 EZ5267'
 EZ5267'TO REACH FROM THE RAILROAD DEPOT IN ANGIER, GO NORTH ON
 EZ5267'SURFACED ROAD FOR 0.1 MILE TO AZIMUTH MARK ON LEFT (WEST) SIDE
 EZ5267'OF ROAD AND RAILROAD TRACKS.
 EZ5267'
 EZ5267'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ANG AND
 EZ5267'NO. 230 (N.C. GEOD. S.) AND THE DISTANCE IS SHOWN ABOVE.
 EZ5267
 EZ5267                          STATION RECOVERY (1957)
 EZ5267
 EZ5267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EZ5267'RECOVERED IN GOOD CONDITION.
 EZ5267
 EZ5267                          STATION RECOVERY (1964)
 EZ5267
 EZ5267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMS)
 EZ5267'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ5267
 EZ5267                          STATION RECOVERY (1984)
 EZ5267
 EZ5267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ5267'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ5267'MARK NOW PROJECTS 3 INCHES ABOVE GROUND.
 EZ5267
 EZ5267                          STATION RECOVERY (1998)
 EZ5267
 EZ5267'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ5267'MARK NOT FOUND.
 EZ5267
 EZ5267                          STATION RECOVERY (2004)
 EZ5267
 EZ5267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5267'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 EZ5267' 
 EZ5267'MARK PROJECTS 1-IN (3 CM) ABOVE THE GROUND AND ABOUT LEVEL WITH WEST
 EZ5267'SMITHFIELD STREET.  STATION IS LOCATED 67.2 FT (20.5 M) WEST-NORTHWEST
 EZ5267'OF THE CENTERLINE OF NORTH BROAD STREET EAST, 35.2 FT (10.7 M)
 EZ5267'EAST-NORTHEAST OF WEST SMITHFIELD STREET, 28.0 FT (8.5 M)
 EZ5267'EAST-NORTHEAST OF THE CENTERLINE OF NORTH BROAD STREET WEST, 2.5 FT
 EZ5267'(0.8 M) EAST-SOUTHEAST OF THE EDGE OF SIDEWALK, 41.6 FT (12.7 M)
 EZ5267'NORTHWEST OF NORTH END OF CONCRETE CULVERT UNDER WEST SMITHFIELD
 EZ5267'STREET, AND 72.6 FT (22.1 M) NORTHEAST OF A POWER POLE WITH LIGHT AND
 EZ5267'REFERENCE TAG.
 EZ5267
 EZ5267                          STATION RECOVERY (2007)
 EZ5267
 EZ5267'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5267'FROM THE OLD DEPOT (NOW OCCUPIED BY THE ANGIER CHAMBER OF COMMERCE),
 EZ5267'PROCEED NORTH 0.15 MILE ALONG N. BROAD STREET TO THE INTERSECTION WITH
 EZ5267'W. SMITHFIELD STREET, AND AZMIUTH MARK IN THE NORTHEAST QUADRANT.
 EZ5267' 
 EZ5267'THE AZMIUTH MARK IS 36 FT NORTH OF THE C/L OF W. SMITHFIELD ST., 30 FT
 EZ5267'EAST OF THE C/L OF N. BROAD ST., 15 FEET NORTHWEST OF STREET LAMP
 EZ5267'146362, AND 30 INCHES EAST OF THE EDGE OF A SIDEWALK. THE MONUMENT
 EZ5267'PROJECTS 2 CM.
 EZ5267' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5880 ***********************************************************************
 AE5880  DESIGNATION -  ANGE
 AE5880  PID         -  AE5880
 AE5880  STATE/COUNTY-  NC/BEAUFORT
 AE5880  USGS QUAD   -  HACKNEY (1983)
 AE5880
 AE5880                         *CURRENT SURVEY CONTROL
 AE5880  ___________________________________________________________________
 AE5880* NAD 83(2001)-  35 29 39.25013(N)    077 04 31.06289(W)     ADJUSTED  
 AE5880* NAVD 88     -        10.478  (meters)      34.38   (feet)  ADJUSTED  
 AE5880  ___________________________________________________________________
 AE5880  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AE5880  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 AE5880  DYNAMIC HT  -          10.469 (meters)      34.35  (feet)  COMP
 AE5880  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 AE5880
 AE5880  HORZ ORDER  -  SECOND
 AE5880  VERT ORDER  -  SECOND    CLASS II
 AE5880
 AE5880.The horizontal coordinates were established by classical geodetic methods
 AE5880.and adjusted by the National Geodetic Survey in August 2005.
 AE5880
 AE5880.The orthometric height was determined by differential leveling
 AE5880.and adjusted in June 1998.
 AE5880
 AE5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5880
 AE5880.The geoid height was determined by GEOID03.
 AE5880
 AE5880.The dynamic height is computed by dividing the NAVD 88
 AE5880.geopotential number by the normal gravity value computed on the
 AE5880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5880.degrees latitude (g = 980.6199 gals.).
 AE5880
 AE5880.The modeled gravity was interpolated from observed gravity values.
 AE5880
 AE5880;                    North         East     Units Scale Factor Converg.
 AE5880;SPC NC       -   195,181.656   784,209.352   MT  0.99988151   +1 06 39.2
 AE5880;SPC NC       -   640,358.48  2,572,860.18   sFT  0.99988151   +1 06 39.2
 AE5880;UTM  18      - 3,929,834.135   311,758.072   MT  1.00003669   -1 12 19.1
 AE5880
 AE5880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5880!SPC NC       -   1.00000411  x   0.99988151  =   0.99988562
 AE5880!UTM  18      -   1.00000411  x   1.00003669  =   1.00004080
 AE5880
 AE5880                          SUPERSEDED SURVEY CONTROL
 AE5880
 AE5880  NAD 83(1986)-  35 29 39.26115(N)    077 04 31.07317(W) AD(       ) 2
 AE5880  NGVD 29 (04/29/98)   10.81   (m)           35.5    (f) LEVELING    3  
 AE5880
 AE5880.Superseded values are not recommended for survey control.
 AE5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5880.See file dsdata.txt to determine how the superseded data were derived.
 AE5880
 AE5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1175829834(NAD 83)
 AE5880_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5880_STAMPING: ANGE 1983
 AE5880_MARK LOGO: NCGS  
 AE5880_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5880+STABILITY: SURFACE MOTION
 AE5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5880+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AE5880
 AE5880  HISTORY     - Date     Condition        Report By
 AE5880  HISTORY     - 1983     MONUMENTED       NCGS
 AE5880  HISTORY     - 19900514 GOOD             NCGS
 AE5880  HISTORY     - 20040327 GOOD             USPSQD
 AE5880
 AE5880                          STATION DESCRIPTION
 AE5880
 AE5880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5880'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF CHOCOWINITY.
 AE5880'ALONG NC 33 FOR 3.22 KM (2.00 MI) SOUTHEAST OF US 17, ON THE
 AE5880'PROLONGATION OF THE SOUTH SIDE OF THE ANGE FAMILY CEMETARY. MARK IS
 AE5880'RECESSED 2 INCHES BELOW GROUND.  LOCATED 4.9 M (16.1 FT) WEST OF THE
 AE5880'CENTERLINE OF THE HIGHWAY, 17.7 M (58.1 FT) SOUTH OF THE CENTERLINE OF
 AE5880'A DIRT DRIVEWAY, 21.4 M (70.2 FT) WEST OF THE CENTER OF THE MURRAY T.
 AE5880'ANGE TOMBSTONE--AND 23.5 M (77.1 FT) NORTHWEST OF A POWER POLE, 28.9 M
 AE5880'(94.8 FT) SOUTH-SOUTHWEST OF A POWER POLE (43) --BOTH WITH REFERENCE
 AE5880'TAGS.
 AE5880
 AE5880                          STATION RECOVERY (1990)
 AE5880
 AE5880'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AE5880'RECOVERED AS DESCRIBED.  MARK IS 77.1 FT (23.5 M) NORTH-NORTHWEST OF
 AE5880'THE TAGGED POWER POLE.
 AE5880
 AE5880                          STATION RECOVERY (2004)
 AE5880
 AE5880'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 AE5880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2512 ***********************************************************************
 FA2512  DESIGNATION -  ANGEL
 FA2512  PID         -  FA2512
 FA2512  STATE/COUNTY-  NC/MECKLENBURG
 FA2512  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2512
 FA2512                         *CURRENT SURVEY CONTROL
 FA2512  ___________________________________________________________________
 FA2512* NAD 83(2001)-  35 09 24.78853(N)    080 52 34.17700(W)     ADJUSTED  
 FA2512* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 FA2512  ___________________________________________________________________
 FA2512  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FA2512  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FA2512  HORZ ORDER  -  SECOND
 FA2512
 FA2512.The horizontal coordinates were established by classical geodetic methods
 FA2512.and adjusted by the National Geodetic Survey in August 2005.
 FA2512
 FA2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2512
 FA2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2512
 FA2512.The geoid height was determined by GEOID03.
 FA2512
 FA2512;                    North         East     Units Scale Factor Converg.
 FA2512;SPC NC       -   157,680.846   438,689.245   MT  0.99987396   -1 04 58.3
 FA2512;SPC NC       -   517,324.58  1,439,266.30   sFT  0.99987396   -1 04 58.3
 FA2512;UTM  17      - 3,890,448.337   511,278.971   MT  0.99960157   +0 04 16.7
 FA2512
 FA2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2512!SPC NC       -   0.99997066  x   0.99987396  =   0.99984462
 FA2512!UTM  17      -   0.99997066  x   0.99960157  =   0.99957224
 FA2512
 FA2512|---------------------------------------------------------------------|
 FA2512| PID    Reference Object                     Distance      Geod. Az  |
 FA2512|                                                           dddmmss.s |
 FA2512| FA2406 EMERY                               145.149 METERS 08614     |
 FA2512| FA2511 AMERICAN                            APPROX. 2.0 KM 1812026.6 |
 FA2512|---------------------------------------------------------------------|
 FA2512
 FA2512                          SUPERSEDED SURVEY CONTROL
 FA2512
 FA2512  NAD 83(1986)-  35 09 24.80661(N)    080 52 34.18647(W) AD(       ) 2
 FA2512  NAD 27      -  35 09 24.28224(N)    080 52 34.92396(W) AD(       ) 2
 FA2512  NGVD 29 (07/19/86)  217.5    (m)          714.     (f) VERT ANG    3  
 FA2512
 FA2512.Superseded values are not recommended for survey control.
 FA2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2512.See file dsdata.txt to determine how the superseded data were derived.
 FA2512
 FA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1127990448(NAD 83)
 FA2512_MARKER: DE = TRAVERSE STATION DISK
 FA2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2512_STAMPING: ANGEL 1962
 FA2512_MARK LOGO: NCGS  
 FA2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2512+STABILITY: SURFACE MOTION
 FA2512
 FA2512  HISTORY     - Date     Condition        Report By
 FA2512  HISTORY     - 1962     MONUMENTED       NCGS
 FA2512  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2512  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2512  HISTORY     - 19960221 MARK NOT FOUND   USPSQD
 FA2512
 FA2512                          STATION DESCRIPTION
 FA2512
 FA2512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2512'ANGEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON LINE 1,
 FA2512'CHARLOTTE, NORTH CAROLINA.  LINE 1 IS FROM USC AND GS
 FA2512'STATION PROVIDENCE TO N. C. STATION BANK (NEAR USC AND GS
 FA2512'CHARLOTTE).
 FA2512'
 FA2512'STATION IS 5.1 MILES SSW OF THE CENTER OF CHARLOTTE, ON
 FA2512'U.S. 21 AND SOUTH BLVD. AT INTERSECTION OF EMERYWOOD DR. (SR
 FA2512'3659) IN NE QUAD. AT THE ATLANTIC GASOLINE STATION AND ACROSS
 FA2512'AND NE OF BLACK ANGEL LOUNGE.
 FA2512'
 FA2512'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2512'ANGEL 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2512'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2512'
 FA2512'MARK IS
 FA2512'
 FA2512'25.0 FT E OF C/L OF U.S. 21
 FA2512'
 FA2512'43.00 FT N OF C/L OF EMERYWOOD DR. (SR 3659)
 FA2512'
 FA2512'12.20 FT NW OF 3 NAILS IN POWER POLE 7
 FA2512'
 FA2512'78.2 FT S OF 3 NAILS IN POWER POLE NEXT GO GAS PUMPS
 FA2512'
 FA2512'18.9 FT W OF NW CORNER OF CONCRETE TELEPHONE BOOTH.
 FA2512'
 FA2512'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2512
 FA2512                          STATION RECOVERY (1971)
 FA2512
 FA2512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2512'ANGEL 1962 DESTROYED
 FA2512'
 FA2512'APPARENTLY DESTROYED WHEN U.S. 21 WAS WIDENED.
 FA2512
 FA2512                          STATION RECOVERY (1988)
 FA2512
 FA2512'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2512'MARK NOT FOUND.
 FA2512
 FA2512                          STATION RECOVERY (1996)
 FA2512
 FA2512'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3119 ***********************************************************************
 EZ3119  DESIGNATION -  ANGEL
 EZ3119  PID         -  EZ3119
 EZ3119  STATE/COUNTY-  NC/LEE
 EZ3119  USGS QUAD   -  BROADWAY (1981)
 EZ3119
 EZ3119                         *CURRENT SURVEY CONTROL
 EZ3119  ___________________________________________________________________
 EZ3119* NAD 83(2001)-  35 27 54.43689(N)    079 04 44.09685(W)     ADJUSTED  
 EZ3119* NAVD 88     -       123.4    (meters)     405.     (feet)  VERTCON   
 EZ3119  ___________________________________________________________________
 EZ3119  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 EZ3119  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EZ3119  HORZ ORDER  -  SECOND
 EZ3119
 EZ3119.The horizontal coordinates were established by classical geodetic methods
 EZ3119.and adjusted by the National Geodetic Survey in August 2005.
 EZ3119
 EZ3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3119
 EZ3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3119
 EZ3119.The geoid height was determined by GEOID03.
 EZ3119
 EZ3119;                    North         East     Units Scale Factor Converg.
 EZ3119;SPC NC       -   190,261.868   602,439.008   MT  0.99987950   -0 02 44.0
 EZ3119;SPC NC       -   624,217.48  1,976,501.98   sFT  0.99987950   -0 02 44.0
 EZ3119;UTM  17      - 3,926,321.167   674,315.130   MT  0.99997446   +1 06 53.7
 EZ3119
 EZ3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3119!SPC NC       -   0.99998564  x   0.99987950  =   0.99986514
 EZ3119!UTM  17      -   0.99998564  x   0.99997446  =   0.99996010
 EZ3119
 EZ3119:                Primary Azimuth Mark                     Grid Az
 EZ3119:SPC NC       -  GOINS                                    273 49 26.9
 EZ3119:UTM  17      -  GOINS                                    272 39 49.2
 EZ3119
 EZ3119|---------------------------------------------------------------------|
 EZ3119| PID    Reference Object                     Distance      Geod. Az  |
 EZ3119|                                                           dddmmss.s |
 EZ3119| EZ3129 GOINS                               443.288 METERS 2734642.9 |
 EZ3119|---------------------------------------------------------------------|
 EZ3119
 EZ3119                          SUPERSEDED SURVEY CONTROL
 EZ3119
 EZ3119  NAD 83(1986)-  35 27 54.44119(N)    079 04 44.10059(W) AD(       ) 2
 EZ3119  NAD 27      -  35 27 53.87840(N)    079 04 45.01861(W) AD(       ) 2
 EZ3119  NGVD 29 (07/19/86)  123.6    (m)          406.     (f) VERT ANG    3  
 EZ3119
 EZ3119.Superseded values are not recommended for survey control.
 EZ3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3119.See file dsdata.txt to determine how the superseded data were derived.
 EZ3119
 EZ3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7431526321(NAD 83)
 EZ3119_MARKER: DE = TRAVERSE STATION DISK
 EZ3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3119_STAMPING: ANGEL 1970
 EZ3119_MARK LOGO: NCGS  
 EZ3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3119+STABILITY: SURFACE MOTION
 EZ3119
 EZ3119  HISTORY     - Date     Condition        Report By
 EZ3119  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3119
 EZ3119                          STATION DESCRIPTION
 EZ3119
 EZ3119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3119'ANGEL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3119'VICINITY OF BROADWAY, NORTH CAROLINA.
 EZ3119'
 EZ3119'ANGEL IS LOCATED APPROXIMATELY 1.5 MILES WNW OF BROADWAY.  TO REACH
 EZ3119'STATION PROCEED FROM THE POST OFFICE IN THE TOWN OF BROADWAY, GO
 EZ3119'WEST ON US 421 FOR 1.35 MILES TO SR 1532, CONTINUE WEST ON US 421
 EZ3119'FOR 0.4 MILE TO STATION ON THE RIGHT, APPROXIMATELY 50 FEET
 EZ3119'WEST FROM THE DRIVEWAY TO THE HOME OF CHARLES ANGEL ON THE SOUTH
 EZ3119'SIDE OF THE HIGHWAY, AND 1.0 MILE EAST OF INTERSECTION OF US
 EZ3119'421 AND NC 42 EAST.
 EZ3119'
 EZ3119'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ANGEL
 EZ3119'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3119'INCH BELOW THE SURFACE OF THE GROUND.
 EZ3119'
 EZ3119'MARK IS--
 EZ3119'18.5 FEET NE OF C/L OF US 421.
 EZ3119'17.2 FEET SSE OF ALUMINUM REF. TAG ON 4 INCH POPLAR TREE.
 EZ3119'15.2 FEET S OF ALUMINUM REF. TAG ON 4 INCH POPLAR TREE.
 EZ3119'27.4 FEET WSW OF ALUMINUM REF. TAG ON 8 INCH WILLOW TREE.
 EZ3119'41.0 FEET SE OF ALUMINUM REF. TAG ON 4 INCH GUM TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1583 ***********************************************************************
 FZ1583  DESIGNATION -  ANGEL
 FZ1583  PID         -  FZ1583
 FZ1583  STATE/COUNTY-  NC/FORSYTH
 FZ1583  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ1583
 FZ1583                         *CURRENT SURVEY CONTROL
 FZ1583  ___________________________________________________________________
 FZ1583* NAD 83(2001)-  36 01 53.15822(N)    080 19 00.89185(W)     ADJUSTED  
 FZ1583* NAVD 88     -       216.72   (+/-2cm)     711.0    (feet)  VERTCON   
 FZ1583  ___________________________________________________________________
 FZ1583  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 FZ1583  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 FZ1583  HORZ ORDER  -  SECOND
 FZ1583  VERT ORDER  -  THIRD ? (See Below)
 FZ1583
 FZ1583.The horizontal coordinates were established by classical geodetic methods
 FZ1583.and adjusted by the National Geodetic Survey in August 2005.
 FZ1583
 FZ1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1583.The vertical order pertains to the NGVD 29 superseded value.
 FZ1583
 FZ1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1583
 FZ1583.The geoid height was determined by GEOID03.
 FZ1583
 FZ1583;                    North         East     Units Scale Factor Converg.
 FZ1583;SPC NC       -   253,875.579   490,918.126   MT  0.99996506   -0 45 36.3
 FZ1583;SPC NC       -   832,923.46  1,610,620.55   sFT  0.99996506   -0 45 36.3
 FZ1583;UTM  17      - 3,987,650.620   561,540.893   MT  0.99964666   +0 24 06.6
 FZ1583
 FZ1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1583!SPC NC       -   0.99997110  x   0.99996506  =   0.99993616
 FZ1583!UTM  17      -   0.99997110  x   0.99964666  =   0.99961777
 FZ1583
 FZ1583:                Primary Azimuth Mark                     Grid Az
 FZ1583:SPC NC       -  ROCK                                     098 11 39.7
 FZ1583:UTM  17      -  ROCK                                     097 01 56.8
 FZ1583
 FZ1583|---------------------------------------------------------------------|
 FZ1583| PID    Reference Object                     Distance      Geod. Az  |
 FZ1583|                                                           dddmmss.s |
 FZ1583| FZ1584 ROCK                                APPROX. 1.1 KM 0972603.4 |
 FZ1583|---------------------------------------------------------------------|
 FZ1583
 FZ1583                          SUPERSEDED SURVEY CONTROL
 FZ1583
 FZ1583  NAD 83(1993)-  36 01 53.16564(N)    080 19 00.89724(W) AD(       ) 2
 FZ1583  NAD 83(1986)-  36 01 53.16448(N)    080 19 00.89771(W) AD(       ) 2
 FZ1583  NAD 27      -  36 01 52.66826(N)    080 19 01.70897(W) AD(       ) 2
 FZ1583  NGVD 29 (07/19/86)  216.93   (m)          711.7    (f) LEVELING    3  
 FZ1583
 FZ1583.Superseded values are not recommended for survey control.
 FZ1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1583.See file dsdata.txt to determine how the superseded data were derived.
 FZ1583
 FZ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6154187651(NAD 83)
 FZ1583_MARKER: DE = TRAVERSE STATION DISK
 FZ1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1583_STAMPING: ANGEL 1970
 FZ1583_MARK LOGO: NCGS  
 FZ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1583+STABILITY: SURFACE MOTION
 FZ1583
 FZ1583  HISTORY     - Date     Condition        Report By
 FZ1583  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1583
 FZ1583                          STATION DESCRIPTION
 FZ1583
 FZ1583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1583'ANGEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1583'THE VICINITY OF CLEMMONS, NORTH CAROLINA.
 FZ1583'
 FZ1583'ANGEL IS LOCATED APPROXIMATELY 3.7 MILES EAST OF CLEMMONS AND 6.6
 FZ1583'MILES SOUTHWEST OF WINSTON SALEM.  TO REACH STATION PROCEED FROM
 FZ1583'A FIVE POINT INTERSECTION OF SR 2902, SR 1120 AND SR 2965. GO
 FZ1583'WEST OF SR 1120 FOR 1.35 MILES TO STATION ON LEFT, APPROXIMATELY
 FZ1583'40 FEET WEST OF C/L OF TANGENT OF SR 2972.
 FZ1583'
 FZ1583'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANGEL
 FZ1583'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1583'4 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1583'
 FZ1583'MARK IS
 FZ1583'14.7 FEET S OF C/L OF SR 1120.
 FZ1583'38.3 FEET W OF TANGENT WITH C/L OF SR 2972.
 FZ1583'96.4 FEET SW OF ALUMINUM REF. TAG ON PP NO. 21.
 FZ1583'62.7 FEET W OF ALUMINUM REF. TAG ON PP NO. 19.
 FZ1583'87.0 FEET SE OF ALUMINUM REF. TAG ON PP 14-15.
 FZ1583'57.7 FEET SSW OF ALUMINUM REF. TAG ON STOP SIGN.
 FZ1583'53.9 FEET SE OF ALUMINUM REF. TAG ON SLIPPERY WHEN WET SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5473 ***********************************************************************
 AA5473  DESIGNATION -  ANGEL
 AA5473  PID         -  AA5473
 AA5473  STATE/COUNTY-  NC/MACON
 AA5473  USGS QUAD   -  FRANKLIN (1946)
 AA5473
 AA5473                         *CURRENT SURVEY CONTROL
 AA5473  ___________________________________________________________________
 AA5473* NAD 83(2007)-  35 11 07.44310(N)    083 22 43.30111(W)     ADJUSTED  
 AA5473* NAVD 88     -       642.2    (meters)    2107.     (feet)  VERTCON   
 AA5473  ___________________________________________________________________
 AA5473  EPOCH DATE  -        2002.00
 AA5473  X           -     601,796.684 (meters)                     COMP
 AA5473  Y           -  -5,184,291.825 (meters)                     COMP
 AA5473  Z           -   3,655,050.437 (meters)                     COMP
 AA5473  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AA5473  ELLIP HEIGHT-         613.782 (meters)          (02/10/07) ADJUSTED
 AA5473  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AA5473
 AA5473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5473  Type    PID    Designation                      North   East  Ellip
 AA5473  -------------------------------------------------------------------
 AA5473  NETWORK AA5473 ANGEL                             0.37   0.31   0.88
 AA5473  -------------------------------------------------------------------
 AA5473
 AA5473.The horizontal coordinates were established by GPS observations
 AA5473.and adjusted by the National Geodetic Survey in February 2007.
 AA5473
 AA5473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5473.The horizontal coordinates are valid at the epoch date displayed above.
 AA5473.The epoch date for horizontal control is a decimal equivalence
 AA5473.of Year/Month/Day.
 AA5473
 AA5473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5473
 AA5473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5473
 AA5473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5473
 AA5473.The ellipsoidal height was determined by GPS observations
 AA5473.and is referenced to NAD 83.
 AA5473
 AA5473.The geoid height was determined by GEOID03.
 AA5473
 AA5473;                    North         East     Units Scale Factor Converg.
 AA5473;SPC NC       -   168,022.092   210,961.730   MT  0.99987326   -2 31 38.1
 AA5473;SPC NC       -   551,252.48    692,130.28   sFT  0.99987326   -2 31 38.1
 AA5473;UTM  17      - 3,896,195.202   283,409.823   MT  1.00017817   -1 22 16.3
 AA5473
 AA5473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5473!SPC NC       -   0.99990367  x   0.99987326  =   0.99977694
 AA5473!UTM  17      -   0.99990367  x   1.00017817  =   1.00008182
 AA5473
 AA5473:                Primary Azimuth Mark                     Grid Az
 AA5473:SPC NC       -  NIKWASI                                  111 23 44.5
 AA5473:UTM  17      -  NIKWASI                                  110 14 22.7
 AA5473
 AA5473|---------------------------------------------------------------------|
 AA5473| PID    Reference Object                     Distance      Geod. Az  |
 AA5473|                                                           dddmmss.s |
 AA5473| AA5474 NIKWASI                             442.950 METERS 1085206.4 |
 AA5473|---------------------------------------------------------------------|
 AA5473
 AA5473                          SUPERSEDED SURVEY CONTROL
 AA5473
 AA5473  NAD 83(2001)-  35 11 07.44300(N)    083 22 43.30145(W) AD(       ) 1
 AA5473  ELLIP H (03/13/03)  613.789  (m)                       GP(       ) 4 2
 AA5473  NAD 83(1995)-  35 11 07.44306(N)    083 22 43.30118(W) AD(       ) 1
 AA5473  NAD 83(1986)-  35 11 07.44856(N)    083 22 43.30745(W) AD(       ) 1
 AA5473  NGVD 29 (11/07/94)  642.2    (m)         2107.     (f) GPS OBS     3  
 AA5473
 AA5473.Superseded values are not recommended for survey control.
 AA5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5473.See file dsdata.txt to determine how the superseded data were derived.
 AA5473
 AA5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8341096195(NAD 83)
 AA5473_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5473_SP_SET: SET IN SIDEWALK
 AA5473_STAMPING: ANGEL 1992
 AA5473_MARK LOGO: NCGS  
 AA5473_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5473+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AA5473
 AA5473  HISTORY     - Date     Condition        Report By
 AA5473  HISTORY     - 1992     MONUMENTED       NCGS
 AA5473  HISTORY     - 20040915 GOOD             USPSQD
 AA5473
 AA5473                          STATION DESCRIPTION
 AA5473
 AA5473'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AA5473'STATION IS LOCATED IN FRANKLIN AT THE ANGEL COMMUNITY HOSPITAL.
 AA5473'PROCEED ALONG SR 1323 (IOTLA STREET) FOR 0.3 MI (0.5 KM) NORTH FROM US
 AA5473'441 BUSINESS SOUTH (WEST MAIN STREET) (AT THE COURT HOUSE IN
 AA5473'FRANKLIN), THENCE EAST FOR 0.2 MI (0.3 KM) ALONG WHITE OAK STREET TO
 AA5473'MOUNTAIN VIEW STREET AND STATION 20 FEET SOUTHWEST IN SIDEWALK BETWEEN
 AA5473'STREET AND PARKING LOT. MARK IS ABOUT 1 FOOT HIGHER THAN ROAD. LOCATED
 AA5473'21.5 FT (6.6 M) SOUTH OF THE CENTERLINE OF WHITE OAK STREET, 43.0 FT
 AA5473'(13.1 M) NORTH OF A METAL LIGHT POLE, 104.2 FT (31.8 M) WEST OF A
 AA5473'LIGHT POLE, AND 24.4 FT (7.4 M) EAST OF A POWER POLE WITH REFERENCE
 AA5473'TAG.
 AA5473
 AA5473                          STATION RECOVERY (2004)
 AA5473
 AA5473'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AA5473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5481 ***********************************************************************
 AA5481  DESIGNATION -  ANGEL AZ MK
 AA5481  PID         -  AA5481
 AA5481  STATE/COUNTY-  NC/MACON
 AA5481  USGS QUAD   -  FRANKLIN (1946)
 AA5481
 AA5481                         *CURRENT SURVEY CONTROL
 AA5481  ___________________________________________________________________
 AA5481* NAD 83(2001)-  35 10 58.54453(N)    083 22 32.18552(W)     ADJUSTED  
 AA5481* NAVD 88     -       614.4    (meters)    2016.     (feet)  VERTCON   
 AA5481  ___________________________________________________________________
 AA5481  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AA5481  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AA5481  HORZ ORDER  -  SECOND
 AA5481
 AA5481.The horizontal coordinates were established by classical geodetic methods
 AA5481.and adjusted by the National Geodetic Survey in August 2005.
 AA5481
 AA5481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5481
 AA5481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5481
 AA5481.The geoid height was determined by GEOID03.
 AA5481
 AA5481;                    North         East     Units Scale Factor Converg.
 AA5481;SPC NC       -   167,735.765   211,230.569   MT  0.99987331   -2 31 31.7
 AA5481;SPC NC       -   550,313.09    693,012.29   sFT  0.99987331   -2 31 31.7
 AA5481;UTM  17      - 3,895,914.271   283,684.468   MT  1.00017671   -1 22 09.6
 AA5481
 AA5481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5481!SPC NC       -   0.99990803  x   0.99987331  =   0.99978135
 AA5481!UTM  17      -   0.99990803  x   1.00017671  =   1.00008473
 AA5481
 AA5481                          SUPERSEDED SURVEY CONTROL
 AA5481
 AA5481  NAD 83(1995)-  35 10 58.54459(N)    083 22 32.18525(W) AD(       ) 2
 AA5481  NAD 83(1986)-  35 10 58.55007(N)    083 22 32.19155(W) AD(       ) 2
 AA5481  NGVD 29 (11/07/94)  614.4    (m)         2016.     (f) VERT ANG    3  
 AA5481
 AA5481.Superseded values are not recommended for survey control.
 AA5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5481.See file dsdata.txt to determine how the superseded data were derived.
 AA5481
 AA5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8368495914(NAD 83)
 AA5481_MARKER: DZ = AZIMUTH MARK DISK
 AA5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5481_SP_SET: CONCRETE POST
 AA5481_STAMPING: ANGEL 1992
 AA5481_MARK LOGO: NCGS  
 AA5481_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5481+STABILITY: SURFACE MOTION
 AA5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5481+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5481
 AA5481  HISTORY     - Date     Condition        Report By
 AA5481  HISTORY     - 1992     MONUMENTED       NCGS
 AA5481  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 AA5481
 AA5481                          STATION DESCRIPTION
 AA5481
 AA5481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AA5481'STATION IS LOCATED IN FRANKLIN AT NATIONS BANK. PROCEED ALONG US 441
 AA5481'BUSINESS SOUTH (WEST MAIN STREET) FOR 0.2 MI (0.3 KM) WEST FROM SR
 AA5481'1323 (IOTLA STREET) (AT THE COURT HOUSE IN FRANKLIN), THENCE SOUTH FOR
 AA5481'0.05 MI (0.08 KM) ALONG US 441 BUSINESS SOUTH (PORTER STREET), THENCE
 AA5481'EAST FOR 0.5 MI (0.8 KM) ALONG US 441 BUSINESS NORTH (EAST MAIN
 AA5481'STREET), TO STATION AT REAR ENTRANCE OF BANK. MARK IS ABOUT LEVEL WITH
 AA5481'ROAD AND IS FLUSH WITH GROUND. LOCATED 19.5 FT (5.9 M) NORTHWEST OF
 AA5481'THE CENTERLINE OF CAROLINA MOUNTAIN ROAD, 171.0 FT (52.1 M)
 AA5481'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF US 441
 AA5481'BUS. (E. MAIN ST.), 14.0 FT (4.3 M) SOUTHWEST OF THE CENTERLINE OF
 AA5481'EAST DRIVE OF BANK, 3.2 FT (1.0 M) EAST OF A ROCK COLUMN, 83.9 FT
 AA5481'(25.6 M) EAST-SOUTHEAST OF A FLAG POLE, 56.1 FT (17.1 M)
 AA5481'SOUTH-SOUTHWEST OF A ELECTRIC METER POST WITH REFERENCE TAG.
 AA5481
 AA5481                          STATION RECOVERY (2004)
 AA5481
 AA5481'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AA5481'THE BANK HAS BEEN ENLARGED, THE PARKING LOT CHANGED, STATION MAY BE
 AA5481'LOST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3253 ***********************************************************************
 FB3253  DESIGNATION -  ANGIE
 FB3253  PID         -  FB3253
 FB3253  STATE/COUNTY-  NC/BUNCOMBE
 FB3253  USGS QUAD   -  ENKA (1990)
 FB3253
 FB3253                         *CURRENT SURVEY CONTROL
 FB3253  ___________________________________________________________________
 FB3253* NAD 83(2001)-  35 33 24.82757(N)    082 42 45.20822(W)     ADJUSTED  
 FB3253* NAVD 88     -       685.5    (meters)    2249.     (feet)  VERTCON   
 FB3253  ___________________________________________________________________
 FB3253  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FB3253  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 FB3253  HORZ ORDER  -  SECOND
 FB3253
 FB3253.The horizontal coordinates were established by classical geodetic methods
 FB3253.and adjusted by the National Geodetic Survey in August 2005.
 FB3253
 FB3253.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3253
 FB3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3253
 FB3253.The geoid height was determined by GEOID03.
 FB3253
 FB3253;                    North         East     Units Scale Factor Converg.
 FB3253;SPC NC       -   206,733.017   273,117.380   MT  0.99988673   -2 08 34.0
 FB3253;SPC NC       -   678,256.57    896,052.60   sFT  0.99988673   -2 08 34.0
 FB3253;UTM  17      - 3,936,152.770   344,784.876   MT  0.99989689   -0 59 45.9
 FB3253
 FB3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3253!SPC NC       -   0.99989703  x   0.99988673  =   0.99978377
 FB3253!UTM  17      -   0.99989703  x   0.99989689  =   0.99979393
 FB3253
 FB3253:                Primary Azimuth Mark                     Grid Az
 FB3253:SPC NC       -  WEIGHT WATCHER                           105 26 04.3
 FB3253:UTM  17      -  WEIGHT WATCHER                           104 17 16.2
 FB3253
 FB3253|---------------------------------------------------------------------|
 FB3253| PID    Reference Object                     Distance      Geod. Az  |
 FB3253|                                                           dddmmss.s |
 FB3253| FB3252 WEIGHT WATCHER                      APPROX. 1.2 KM 1031730.3 |
 FB3253|---------------------------------------------------------------------|
 FB3253
 FB3253                          SUPERSEDED SURVEY CONTROL
 FB3253
 FB3253  NAD 83(1995)-  35 33 24.82845(N)    082 42 45.20849(W) AD(       ) 2
 FB3253  NAD 83(1986)-  35 33 24.83694(N)    082 42 45.20826(W) AD(       ) 2
 FB3253  NAD 27      -  35 33 24.44864(N)    082 42 45.73509(W) AD(       ) 2
 FB3253  NGVD 29 (07/19/86)  685.6    (m)         2249.     (f) VERT ANG    3  
 FB3253
 FB3253.Superseded values are not recommended for survey control.
 FB3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3253.See file dsdata.txt to determine how the superseded data were derived.
 FB3253
 FB3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4478536153(NAD 83)
 FB3253_MARKER: DE = TRAVERSE STATION DISK
 FB3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3253+STABILITY: SURFACE MOTION
 FB3253
 FB3253  HISTORY     - Date     Condition        Report By
 FB3253  HISTORY     - 1977     MONUMENTED       NCGS
 FB3253
 FB3253                          STATION DESCRIPTION
 FB3253
 FB3253'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FB3253'THE STATION IS LOCATED ALONG I-40, APPROXIMATELY 3.4 MILES WEST OF
 FB3253'ENKA AND 9.3 MILES WEST-SOUTHWEST OF ASHEVILLE.
 FB3253'
 FB3253'TO REACH THE STATION FROM THE I-40 OVERPASS OF US 19-23 (EXIT 44) NEAR
 FB3253'ENKA, PROCEED WEST ALONG I-40 FOR 4.4 MILES TO --MILE 40-- MARKER AND
 FB3253'STATION ON RIGHT.
 FB3253'
 FB3253'STATION IS A STANDARD DISK STAMPED---ANGIE 1977---, SET IN THE TOP OF
 FB3253'AN 8 INCH CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.
 FB3253'THE MARK IS 54.2 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANES,
 FB3253'31.6 FEET NORTH OF GUARD RAIL, 11.5 FEET SOUTH-SOUTHWEST OF 6 INCH
 FB3253'LOCUST WITH REFERENCE TAG AND 20.6 FEET SOUTHEAST OF 6 INCH LOCUST
 FB3253'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8254 ***********************************************************************
 AE8254  DESIGNATION -  ANGIE
 AE8254  PID         -  AE8254
 AE8254  STATE/COUNTY-  NC/MONTGOMERY
 AE8254  USGS QUAD   -  TROY (1994)
 AE8254
 AE8254                         *CURRENT SURVEY CONTROL
 AE8254  ___________________________________________________________________
 AE8254* NAD 83(2001)-  35 16 07.08713(N)    079 58 31.15997(W)     ADJUSTED  
 AE8254* NAVD 88     -       148.7    (meters)     488.     (feet)  VERT ANG  
 AE8254  ___________________________________________________________________
 AE8254  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AE8254  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE8254  HORZ ORDER  -  SECOND
 AE8254
 AE8254.The horizontal coordinates were established by classical geodetic methods
 AE8254.and adjusted by the National Geodetic Survey in August 2005.
 AE8254
 AE8254.The orthometric height was determined by vertical angle observations.
 AE8254
 AE8254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8254
 AE8254.The geoid height was determined by GEOID03.
 AE8254
 AE8254;                    North         East     Units Scale Factor Converg.
 AE8254;SPC NC       -   168,898.036   520,870.535   MT  0.99987264   -0 33 46.5
 AE8254;SPC NC       -   554,126.31  1,708,889.41   sFT  0.99987264   -0 33 46.5
 AE8254;UTM  17      - 3,903,315.595   593,198.597   MT  0.99970704   +0 35 30.1
 AE8254
 AE8254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8254!SPC NC       -   0.99998144  x   0.99987264  =   0.99985409
 AE8254!UTM  17      -   0.99998144  x   0.99970704  =   0.99968849
 AE8254
 AE8254                          SUPERSEDED SURVEY CONTROL
 AE8254
 AE8254  NAD 83(1986)-  35 16 07.09785(N)    079 58 31.17159(W) AD(       ) 2
 AE8254  NAD 83(1986)-  35 16 07.09825(N)    079 58 31.17137(W) AD(       ) 2
 AE8254  NGVD 29 (04/08/98)  148.9    (m)          489.     (f) VERT ANG    3  
 AE8254
 AE8254.Superseded values are not recommended for survey control.
 AE8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8254.See file dsdata.txt to determine how the superseded data were derived.
 AE8254
 AE8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9319903316(NAD 83)
 AE8254_MARKER: DE = TRAVERSE STATION DISK
 AE8254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8254_STAMPING: ANGIE 1983
 AE8254_MARK LOGO: NCGS  
 AE8254_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8254+STABILITY: SURFACE MOTION
 AE8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8254+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 AE8254
 AE8254  HISTORY     - Date     Condition        Report By
 AE8254  HISTORY     - 1983     MONUMENTED       NCGS
 AE8254  HISTORY     - 19930927 GOOD             NCGS
 AE8254
 AE8254                          STATION DESCRIPTION
 AE8254
 AE8254'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8254'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) NORTH-NORTHEAST OF MT.
 AE8254'GILEAD ABOUT 1.8 KM (1.10 MI) SOUTH-SOUTHWEST OF WADEVILLE.$ALONG NC
 AE8254'109 FOR 6.4 KM (3.95 MI) NORTHEAST FROM NC 73 (IN MT. GILEAD) , ON THE
 AE8254'EAST SIDE OF A SMALL CUT NEAR A FARM ROAD, OR 0.65 KM (0.40 MI) NORTH
 AE8254'OF SR 1545.$MARK IS FLUSH WITH GROUND AND 3-FEET HIGHER THAN THE ROAD.
 AE8254'LOCATED 10.8 M (35.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF NC 109,
 AE8254'5.5 M (18.0 FT) NORTH OF CENTERLINE OF FIELD ROAD, 53.0 M (173.9 FT)
 AE8254'WEST-NORTHWEST OF WESTERNMOST RAIL, 10.1 M (33.1 FT) NORTH OF THE
 AE8254'NORTHERNMOST TELEPHONE PEDESTAL, AND 34.8 M (114.2 FT) SOUTHEAST OF A
 AE8254'POWER POLE (30/116/3) WITH REFERENCE TAG.
 AE8254
 AE8254                          STATION RECOVERY (1993)
 AE8254
 AE8254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AE8254'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5026 ***********************************************************************
 AH5026  DESIGNATION -  ANGIE
 AH5026  PID         -  AH5026
 AH5026  STATE/COUNTY-  NC/JOHNSTON
 AH5026  USGS QUAD   -  CLAYTON (1993)
 AH5026
 AH5026                         *CURRENT SURVEY CONTROL
 AH5026  ___________________________________________________________________
 AH5026* NAD 83(2001)-  35 38 22.37321(N)    078 28 42.95516(W)     ADJUSTED  
 AH5026* NAVD 88     -       102.7    (meters)     337.     (feet)  VERT ANG  
 AH5026  ___________________________________________________________________
 AH5026  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AH5026  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AH5026  HORZ ORDER  -  SECOND
 AH5026
 AH5026.The horizontal coordinates were established by classical geodetic methods
 AH5026.and adjusted by the National Geodetic Survey in August 2005.
 AH5026
 AH5026.The orthometric height was determined by vertical angle observations.
 AH5026
 AH5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5026
 AH5026.The geoid height was determined by GEOID03.
 AH5026
 AH5026;                    North         East     Units Scale Factor Converg.
 AH5026;SPC NC       -   209,733.610   656,820.532   MT  0.99989543   +0 18 03.4
 AH5026;SPC NC       -   688,101.02  2,154,918.70   sFT  0.99989543   +0 18 03.4
 AH5026;UTM  17      - 3,946,898.435   728,301.373   MT  1.00024233   +1 28 11.3
 AH5026
 AH5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5026!SPC NC       -   0.99998919  x   0.99989543  =   0.99988462
 AH5026!UTM  17      -   0.99998919  x   1.00024233  =   1.00023152
 AH5026
 AH5026                          SUPERSEDED SURVEY CONTROL
 AH5026
 AH5026  NAD 83(1986)-  35 38 22.37503(N)    078 28 42.96714(W) AD(       ) 2
 AH5026
 AH5026.Superseded values are not recommended for survey control.
 AH5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5026.See file dsdata.txt to determine how the superseded data were derived.
 AH5026
 AH5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2830146898(NAD 83)
 AH5026_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5026_STAMPING: ANGIE 1985
 AH5026_MARK LOGO: NCGS  
 AH5026_PROJECTION: FLUSH
 AH5026_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5026+STABILITY: SURFACE MOTION
 AH5026
 AH5026  HISTORY     - Date     Condition        Report By
 AH5026  HISTORY     - 1985     MONUMENTED       NCGS
 AH5026  HISTORY     - 19970401 GOOD             NCGS
 AH5026
 AH5026                          STATION DESCRIPTION
 AH5026
 AH5026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH5026'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST-SOUTHWEST OF CLAYTON.
 AH5026'ALONG NC 42 FOR 1.5 KM (0.95 MI) SOUTHWEST FROM THE US 70 OVERPASS, OR
 AH5026'0.2 KM (0.10 MI) SOUTHWEST FROM SR 1551, AT A POWER POLE. STATION IS A
 AH5026'STANDARD NCGS DISK STAMPED---ANGIE 1985---, SET INTO THE TOP OF A
 AH5026'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED
 AH5026'9.2 M (30.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.9
 AH5026'M (71.9 FT) EAST-NORTHEAST OF THE EAST END OF A FIELD ROAD
 AH5026'CULVERT--AND 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF A POWER POLE, 58.8 M
 AH5026'(192.9 FT) WEST-SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AH5026'MARK IS 1 FOOT (0.3 M) ABOVE HIGHWAY.
 AH5026
 AH5026                          STATION RECOVERY (1997)
 AH5026
 AH5026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH5026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5268 ***********************************************************************
 EZ5268  DESIGNATION -  ANGIER MUN TANK
 EZ5268  PID         -  EZ5268
 EZ5268  STATE/COUNTY-  NC/HARNETT
 EZ5268  USGS QUAD   -  ANGIER (1993)
 EZ5268
 EZ5268                         *CURRENT SURVEY CONTROL
 EZ5268  ___________________________________________________________________
 EZ5268* NAD 83(2001)-  35 30 47.31959(N)    078 44 23.29189(W)     ADJUSTED  
 EZ5268* NAVD 88     -              **(meters)            **(feet)            
 EZ5268  ___________________________________________________________________
 EZ5268  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EZ5268  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EZ5268  HORZ ORDER  -  THIRD
 EZ5268
 EZ5268.The horizontal coordinates were established by classical geodetic methods
 EZ5268.and adjusted by the National Geodetic Survey in August 2005.
 EZ5268
 EZ5268
 EZ5268.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5268
 EZ5268.The geoid height was determined by GEOID03.
 EZ5268
 EZ5268;                    North         East     Units Scale Factor Converg.
 EZ5268;SPC NC       -   195,617.446   633,202.072   MT  0.99988296   +0 09 00.6
 EZ5268;SPC NC       -   641,788.24  2,077,430.46   sFT  0.99988296   +0 09 00.6
 EZ5268;UTM  17      - 3,932,300.360   704,968.277   MT  1.00011775   +1 18 48.2
 EZ5268
 EZ5268                          SUPERSEDED SURVEY CONTROL
 EZ5268
 EZ5268  NAD 83(1986)-  35 30 47.32347(N)    078 44 23.30222(W) AD(       ) 4
 EZ5268  NAD 27      -  35 30 46.75400(N)    078 44 24.25131(W) AD(       ) 3
 EZ5268
 EZ5268.Superseded values are not recommended for survey control.
 EZ5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5268.See file dsdata.txt to determine how the superseded data were derived.
 EZ5268
 EZ5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0496832300(NAD 83)
 EZ5268_MARKER: 53 = ELEVATED TANK
 EZ5268_MARK LOGO: USGS  
 EZ5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5268
 EZ5268  HISTORY     - Date     Condition        Report By
 EZ5268  HISTORY     - 1957     FIRST OBSERVED   USGS
 EZ5268  HISTORY     - 1957     GOOD             USGS
 EZ5268  HISTORY     - 1972     GOOD             NCGS
 EZ5268  HISTORY     - 19840101 GOOD             NCGS
 EZ5268  HISTORY     - 19980623 GOOD             USPSQD
 EZ5268  HISTORY     - 20040405 GOOD             NCGS
 EZ5268  HISTORY     - 20040821 GOOD             GEOCAC
 EZ5268  HISTORY     - 20071216 GOOD             GEOCAC
 EZ5268
 EZ5268                          STATION DESCRIPTION
 EZ5268
 EZ5268'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (JCE)
 EZ5268'STATION IS LOCATED IN THE NORTH EDGE OF ANGIER AND ABOUT 100 YARDS
 EZ5268'EAST OF THE INTERSECTION OF N. RALIEGH AND DORA STREETS.  IT IS A
 EZ5268'STEEL STRUCTURE 125 FEET HIGH, PAINTED SILVER AND HAS 4 LEGS.
 EZ5268'
 EZ5268'THE POINT INTERSECTED WAS THE BALL FINIAL.
 EZ5268
 EZ5268                          STATION RECOVERY (1957)
 EZ5268
 EZ5268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EZ5268'RECOVERED IN GOOD CONDITION.
 EZ5268
 EZ5268                          STATION RECOVERY (1972)
 EZ5268
 EZ5268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5268'MARK WAS RECOVERED IN GOOD CONDITION.  ADD TO DESCRIPTION--AND ON
 EZ5268'WEST SIDE OF DURHAM SOUTHERN RR.
 EZ5268
 EZ5268                          STATION RECOVERY (1984)
 EZ5268
 EZ5268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ5268'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ5268
 EZ5268                          STATION RECOVERY (1998)
 EZ5268
 EZ5268'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ5268'RECOVERED IN GOOD CONDITION.
 EZ5268
 EZ5268                          STATION RECOVERY (2004)
 EZ5268
 EZ5268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5268'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS.
 EZ5268' 
 EZ5268'THE STEEL STRUCTURE IS PAINTED LIGHT BLUE.  LOCATED IN NORTHWEST
 EZ5268'QUADRANT OF NORTH BROAD STREET EAST AND DORA STREET.  NORTH RALEIGH
 EZ5268'STREET IS NC 55.  THE DURHAM SOUTHERN RAILROAD IS GONE.
 EZ5268
 EZ5268                          STATION RECOVERY (2004)
 EZ5268
 EZ5268'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ5268'RECOVERED AS DESCRIBED.
 EZ5268
 EZ5268                          STATION RECOVERY (2007)
 EZ5268
 EZ5268'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ5268'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3054 ***********************************************************************
 FY3054  DESIGNATION -  ANGLE
 FY3054  PID         -  FY3054
 FY3054  STATE/COUNTY-  NC/PERSON
 FY3054  USGS QUAD   -  ALTON (1990)
 FY3054
 FY3054                         *CURRENT SURVEY CONTROL
 FY3054  ___________________________________________________________________
 FY3054* NAD 83(2001)-  36 31 34.99759(N)    079 03 09.66228(W)     ADJUSTED  
 FY3054* NAVD 88     -       157.9    (meters)     518.     (feet)  VERTCON   
 FY3054  ___________________________________________________________________
 FY3054  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FY3054  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FY3054  HORZ ORDER  -  SECOND
 FY3054
 FY3054.The horizontal coordinates were established by classical geodetic methods
 FY3054.and adjusted by the National Geodetic Survey in August 2005.
 FY3054
 FY3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3054
 FY3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3054
 FY3054.The geoid height was determined by GEOID03.
 FY3054
 FY3054;                    North         East     Units Scale Factor Converg.
 FY3054;SPC NC       -   308,013.914   604,882.240   MT  1.00012029   -0 01 49.5
 FY3054;SPC NC       - 1,010,542.32  1,984,517.82   sFT  1.00012029   -0 01 49.5
 FY3054;SPC VA S     - 1,021,569.306 3,450,498.936   MT  1.00005229   -0 20 07.6
 FY3054;SPC VA S     - 3,351,598.63 11,320,511.93   sFT  1.00005229   -0 20 07.6
 FY3054;UTM  17      - 4,044,098.947   674,343.082   MT  0.99997450   +1 09 33.6
 FY3054
 FY3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3054!SPC NC       -   0.99998012  x   1.00012029  =   1.00010041
 FY3054!SPC VA S     -   0.99998012  x   1.00005229  =   1.00003241
 FY3054!UTM  17      -   0.99998012  x   0.99997450  =   0.99995462
 FY3054
 FY3054:                Primary Azimuth Mark                     Grid Az
 FY3054:SPC NC       -  CLARK                                    011 03 00.6
 FY3054:SPC VA S     -  CLARK                                    011 21 18.7
 FY3054:UTM  17      -  CLARK                                    009 51 37.5
 FY3054
 FY3054|---------------------------------------------------------------------|
 FY3054| PID    Reference Object                     Distance      Geod. Az  |
 FY3054|                                                           dddmmss.s |
 FY3054| FY3055 CLARK                               APPROX. 0.8 KM 0110111.1 |
 FY3054| FY3056 COATES                              243.877 METERS 17048     |
 FY3054|---------------------------------------------------------------------|
 FY3054
 FY3054                          SUPERSEDED SURVEY CONTROL
 FY3054
 FY3054  NAD 83(1993)-  36 31 34.99806(N)    079 03 09.66278(W) AD(       ) 2
 FY3054  NAD 83(1986)-  36 31 35.00099(N)    079 03 09.66635(W) AD(       ) 2
 FY3054  NAD 27      -  36 31 34.49629(N)    079 03 10.62068(W) AD(       ) 2
 FY3054  NGVD 29 (07/19/86)  158.2    (m)          519.     (f) VERT ANG    3  
 FY3054
 FY3054.Superseded values are not recommended for survey control.
 FY3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3054.See file dsdata.txt to determine how the superseded data were derived.
 FY3054
 FY3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7434344099(NAD 83)
 FY3054_MARKER: DE = TRAVERSE STATION DISK
 FY3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3054_STAMPING: ANGLE 1965
 FY3054_MARK LOGO: NCGS  
 FY3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3054+STABILITY: SURFACE MOTION
 FY3054
 FY3054  HISTORY     - Date     Condition        Report By
 FY3054  HISTORY     - 1965     MONUMENTED       NCGS
 FY3054
 FY3054                          STATION DESCRIPTION
 FY3054
 FY3054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF)
 FY3054'ANGLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3054'THE VICINITY OF ROXBORO, NORTH CAROLINA.
 FY3054'
 FY3054'ANGLE IS 9.8 MILES NW OF ROXBORO.  1.75 MILES NW ALONG SR 1322
 FY3054'FROM THE VILLAGE OF MC GEHEES MILL ON HYCO RIVER.  1.2 MILES
 FY3054'S ALONG SR 1322 FROM VA-NC STATE LINE.  ON SW SIDE OF SR
 FY3054'1322.  APPROXIMATELY 500 FT SE OF OLD PROVIDENCE
 FY3054'CHURCH.  APPROXIMATELY 800 FT NW OF FOUR RED-TOP TOBACCO BARNS
 FY3054'ON N SIDE OF SR 1322.
 FY3054'
 FY3054'STATION MARK IS A STANDARD N. C. GEODETIC BRASS TRAVERSE DISK,
 FY3054'STAMPED ANGLE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FY3054'TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3054'
 FY3054'MARK IS
 FY3054'
 FY3054'14.1 FT W OF C/L OF SR 1322
 FY3054'
 FY3054'80.5 FT W OF 8 INCH PINE ON E SIDE OF SR 1322
 FY3054'
 FY3054'76.2 FT SW OF 10 INCH PINE ON E SIDE OF SR 1322
 FY3054'
 FY3054'6.0 FT E OF ROAD DITCH
 FY3054'
 FY3054'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4969 ***********************************************************************
 EZ4969  DESIGNATION -  ANGUS
 EZ4969  PID         -  EZ4969
 EZ4969  STATE/COUNTY-  NC/HARNETT
 EZ4969  USGS QUAD   -  ANDERSON CREEK (1981)
 EZ4969
 EZ4969                         *CURRENT SURVEY CONTROL
 EZ4969  ___________________________________________________________________
 EZ4969* NAD 83(2001)-  35 16 07.19624(N)    078 55 12.21463(W)     ADJUSTED  
 EZ4969* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 EZ4969  ___________________________________________________________________
 EZ4969  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 EZ4969  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 EZ4969  HORZ ORDER  -  SECOND
 EZ4969
 EZ4969.The horizontal coordinates were established by classical geodetic methods
 EZ4969.and adjusted by the National Geodetic Survey in August 2005.
 EZ4969
 EZ4969.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4969
 EZ4969.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4969
 EZ4969.The geoid height was determined by GEOID03.
 EZ4969
 EZ4969;                    North         East     Units Scale Factor Converg.
 EZ4969;SPC NC       -   168,468.437   616,873.971   MT  0.99987264   +0 02 46.1
 EZ4969;SPC NC       -   552,716.86  2,023,860.69   sFT  0.99987264   +0 02 46.1
 EZ4969;UTM  17      - 3,904,821.042   689,189.509   MT  1.00004112   +1 12 04.8
 EZ4969
 EZ4969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4969!SPC NC       -   0.99999665  x   0.99987264  =   0.99986929
 EZ4969!UTM  17      -   0.99999665  x   1.00004112  =   1.00003777
 EZ4969
 EZ4969:                Primary Azimuth Mark                     Grid Az
 EZ4969:SPC NC       -  SHAW                                     203 55 40.6
 EZ4969:UTM  17      -  SHAW                                     202 46 21.9
 EZ4969
 EZ4969|---------------------------------------------------------------------|
 EZ4969| PID    Reference Object                     Distance      Geod. Az  |
 EZ4969|                                                           dddmmss.s |
 EZ4969| EZ4968 SHAW                                464.500 METERS 2035826.7 |
 EZ4969|---------------------------------------------------------------------|
 EZ4969
 EZ4969                          SUPERSEDED SURVEY CONTROL
 EZ4969
 EZ4969  NAD 83(1986)-  35 16 07.20413(N)    078 55 12.22364(W) AD(       ) 2
 EZ4969  NAD 27      -  35 16 06.65288(N)    078 55 13.10962(W) AD(       ) 2
 EZ4969  NGVD 29 (07/19/86)   54.6    (m)          179.     (f) VERT ANG    3  
 EZ4969
 EZ4969.Superseded values are not recommended for survey control.
 EZ4969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4969.See file dsdata.txt to determine how the superseded data were derived.
 EZ4969
 EZ4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8919004821(NAD 83)
 EZ4969_MARKER: DE = TRAVERSE STATION DISK
 EZ4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4969_STAMPING: ANGUS 1972
 EZ4969_MARK LOGO: NCGS  
 EZ4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4969+STABILITY: SURFACE MOTION
 EZ4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4969+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 EZ4969
 EZ4969  HISTORY     - Date     Condition        Report By
 EZ4969  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4969  HISTORY     - 1984     GOOD             USPSQD
 EZ4969  HISTORY     - 20010731 SEE DESCRIPTION  NCGS
 EZ4969
 EZ4969                          STATION DESCRIPTION
 EZ4969
 EZ4969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4969'ANGUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4969'VICINITY OF BUNNLEVEL, NORTH CAROLINA.
 EZ4969'
 EZ4969'ANGUS IS LOCATED APPROXIMATELY 8.3 MILES WSW OF BUNNLEVEL AND
 EZ4969'10.7 MILES SW OF LILLINGTON.  TO REACH STATION FROM THE INTERSECTION
 EZ4969'OF US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHWEST ALONG
 EZ4969'NC 210 FOR 10.85 MILES TO STATION ON RIGHT, 0.3 MILE NORTHEAST OF
 EZ4969'INTERSECTION OF NC 210 WITH SR 1144 AND 0.5 MILE SOUTHWEST OF
 EZ4969'INTERSECTION OF SR 2064, APPROXIMATELY 400 FEET SOUTHWEST OF
 EZ4969'CREEK, AND APPROXIMATELY 175 FEET NORTHEAST OF DRIVEWAY LEADING TO
 EZ4969'ANGUS RESIDENCE.
 EZ4969'
 EZ4969'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4969'ANGUS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4969'IS 2 INCHES ABOVE THE GROUND.
 EZ4969'
 EZ4969'MARK IS--32.6 FEET WNW OF C/L OF NC 210.
 EZ4969'26.3 FEET S OF BASE OF 18 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4969'10.0 FEET SE OF BASE OF 16 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4969'102.2 FEET NE OF BASE OF PP WITH ALUMINUM REF. TAG.
 EZ4969'20.9 FEET ENE OF BASE OF 5 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EZ4969
 EZ4969                          STATION RECOVERY (1984)
 EZ4969
 EZ4969'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ4969'ANGUS 1972 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ4969
 EZ4969                          STATION RECOVERY (2001)
 EZ4969
 EZ4969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (ARB)
 EZ4969'FOUND DESTROYED, MONUMENT REMAINS TILTED WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5395 ***********************************************************************
 EZ5395  DESIGNATION -  ANGUS
 EZ5395  PID         -  EZ5395
 EZ5395  STATE/COUNTY-  NC/WAKE
 EZ5395  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5395
 EZ5395                         *CURRENT SURVEY CONTROL
 EZ5395  ___________________________________________________________________
 EZ5395* NAD 83(2001)-  35 54 05.89757(N)    078 45 58.02536(W)     ADJUSTED  
 EZ5395* NAVD 88     -       112.2    (meters)     368.     (feet)  VERTCON   
 EZ5395  ___________________________________________________________________
 EZ5395  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 EZ5395  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EZ5395  HORZ ORDER  -  SECOND
 EZ5395
 EZ5395.The horizontal coordinates were established by classical geodetic methods
 EZ5395.and adjusted by the National Geodetic Survey in August 2005.
 EZ5395
 EZ5395.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5395
 EZ5395.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5395
 EZ5395.The geoid height was determined by GEOID03.
 EZ5395
 EZ5395;                    North         East     Units Scale Factor Converg.
 EZ5395;SPC NC       -   238,712.126   630,713.671   MT  0.99993680   +0 08 06.0
 EZ5395;SPC NC       -   783,174.70  2,069,266.44   sFT  0.99993680   +0 08 06.0
 EZ5395;UTM  17      - 3,975,344.031   701,600.270   MT  1.00010083   +1 18 37.4
 EZ5395
 EZ5395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5395!SPC NC       -   0.99998742  x   0.99993680  =   0.99992422
 EZ5395!UTM  17      -   0.99998742  x   1.00010083  =   1.00008824
 EZ5395
 EZ5395:                Primary Azimuth Mark                     Grid Az
 EZ5395:SPC NC       -  OPTICAL                                  130 02 30.9
 EZ5395:UTM  17      -  OPTICAL                                  128 51 59.5
 EZ5395
 EZ5395|---------------------------------------------------------------------|
 EZ5395| PID    Reference Object                     Distance      Geod. Az  |
 EZ5395|                                                           dddmmss.s |
 EZ5395| EZ5382 OPTICAL                             APPROX. 1.2 KM 1301036.9 |
 EZ5395|---------------------------------------------------------------------|
 EZ5395
 EZ5395                          SUPERSEDED SURVEY CONTROL
 EZ5395
 EZ5395  NAD 83(1986)-  35 54 05.90304(N)    078 45 58.03507(W) AD(       ) 2
 EZ5395  NAD 27      -  35 54 05.37898(N)    078 45 59.01321(W) AD(       ) 2
 EZ5395  NGVD 29 (07/19/86)  112.5    (m)          369.     (f) VERT ANG    3  
 EZ5395
 EZ5395.Superseded values are not recommended for survey control.
 EZ5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5395.See file dsdata.txt to determine how the superseded data were derived.
 EZ5395
 EZ5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0160075344(NAD 83)
 EZ5395_MARKER: DE = TRAVERSE STATION DISK
 EZ5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5395_STAMPING: ANGUS 1961
 EZ5395_MARK LOGO: NCGS  
 EZ5395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5395+STABILITY: SURFACE MOTION
 EZ5395
 EZ5395  HISTORY     - Date     Condition        Report By
 EZ5395  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5395  HISTORY     - 20030307 MARK NOT FOUND   USPSQD
 EZ5395
 EZ5395                          STATION DESCRIPTION
 EZ5395
 EZ5395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5395'ANGUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5395'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5395'
 EZ5395'ANGUS IS 11.1 MILES WNW OF RALEIGH.  LOCATED 5.3 MILES W ON
 EZ5395'U.S. 70 TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 FOR
 EZ5395'7.2 MILES TO STATION AT THE INTERSECTION OF U.S. 70 AND
 EZ5395'RALEIGH DURHAM AIRPORT RD.  (SR 1002).
 EZ5395'
 EZ5395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5395'ANGUS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5395'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5395'
 EZ5395'MARK IS
 EZ5395'
 EZ5395'74.0 FT SW OF C/L OF CROSSOVER
 EZ5395'
 EZ5395'101.0 FT SE OF WHITE LOUVERED BOX 2 FT X 2 FT CONTAINING
 EZ5395'WEATHER INSTRUMENTS
 EZ5395'
 EZ5395'9.2 FT N OF EDGE OF E LANE OF U.S. 70
 EZ5395
 EZ5395                          STATION RECOVERY (2003)
 EZ5395
 EZ5395'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ5395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3640 ***********************************************************************
 FY3640  DESIGNATION -  ANGUS
 FY3640  PID         -  FY3640
 FY3640  STATE/COUNTY-  NC/GUILFORD
 FY3640  USGS QUAD   -  GUILFORD (1994)
 FY3640
 FY3640                         *CURRENT SURVEY CONTROL
 FY3640  ___________________________________________________________________
 FY3640* NAD 83(2001)-  36 05 24.07303(N)    079 57 13.73862(W)     ADJUSTED  
 FY3640* NAVD 88     -       274.0    (meters)     899.     (feet)  VERTCON   
 FY3640  ___________________________________________________________________
 FY3640  LAPLACE CORR-           7.03  (seconds)                    DEFLEC99
 FY3640  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FY3640  HORZ ORDER  -  SECOND
 FY3640
 FY3640.The horizontal coordinates were established by classical geodetic methods
 FY3640.and adjusted by the National Geodetic Survey in August 2005.
 FY3640
 FY3640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3640
 FY3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3640
 FY3640.The geoid height was determined by GEOID03.
 FY3640
 FY3640;                    North         East     Units Scale Factor Converg.
 FY3640;SPC NC       -   260,001.707   523,702.553   MT  0.99997951   -0 33 01.9
 FY3640;SPC NC       -   853,022.27  1,718,180.79   sFT  0.99997951   -0 33 01.9
 FY3640;UTM  17      - 3,994,439.640   594,184.391   MT  0.99970930   +0 36 58.7
 FY3640
 FY3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3640!SPC NC       -   0.99996196  x   0.99997951  =   0.99994147
 FY3640!UTM  17      -   0.99996196  x   0.99970930  =   0.99967127
 FY3640
 FY3640:                Primary Azimuth Mark                     Grid Az
 FY3640:SPC NC       -  ROCKEY                                   191 39 59.7
 FY3640:UTM  17      -  ROCKEY                                   190 29 59.1
 FY3640
 FY3640|---------------------------------------------------------------------|
 FY3640| PID    Reference Object                     Distance      Geod. Az  |
 FY3640|                                                           dddmmss.s |
 FY3640| FY3680 ROCKEY                              476.547 METERS 1910657.8 |
 FY3640| FY3644 CAT                                 196.687 METERS 35951     |
 FY3640|---------------------------------------------------------------------|
 FY3640
 FY3640                          SUPERSEDED SURVEY CONTROL
 FY3640
 FY3640  NAD 83(1993)-  36 05 24.07770(N)    079 57 13.74787(W) AD(       ) 2
 FY3640  NAD 83(1986)-  36 05 24.07800(N)    079 57 13.74811(W) AD(       ) 2
 FY3640  NAD 27      -  36 05 23.58905(N)    079 57 14.61578(W) AD(       ) 2
 FY3640  NGVD 29 (07/19/86)  274.2    (m)          900.     (f) VERT ANG    3  
 FY3640
 FY3640.Superseded values are not recommended for survey control.
 FY3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3640.See file dsdata.txt to determine how the superseded data were derived.
 FY3640
 FY3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9418494440(NAD 83)
 FY3640_MARKER: DE = TRAVERSE STATION DISK
 FY3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3640_STAMPING: ANGUS 1968
 FY3640_MARK LOGO: NCGS  
 FY3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3640+STABILITY: SURFACE MOTION
 FY3640
 FY3640  HISTORY     - Date     Condition        Report By
 FY3640  HISTORY     - 1968     MONUMENTED       NCGS
 FY3640
 FY3640                          STATION DESCRIPTION
 FY3640
 FY3640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3640'ANGUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3640'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FY3640'
 FY3640'ANGUS IS LOCATED APPROXIMATELY 9.3 MILES NNE OF HIGH POINT.  TO
 FY3640'REACH STATION PROCEED FROM THE INTERSECTION OF NC 68 AND I-40,
 FY3640'GO NORTH ON NC 68 FOR 0.8 MILES TO STATION.  WHICH IS ON THE
 FY3640'EAST SIDE OF NC 68 AT NORTH SIDE OF FENCE IN SOUTHWEST SIDE OF
 FY3640'YARD FOR OLD TWO STORY FRAME HOUSE, AND ABOUT 0.15 MILE SOUTH
 FY3640'OF NC 68 BRIDGE OVER SOUTHERN RAILROAD.
 FY3640'
 FY3640'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3640'ANGUS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3640'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3640'
 FY3640'MARK IS
 FY3640'
 FY3640'34.8 FT E OF C/L OF NC 68
 FY3640'
 FY3640'97.5 FT SSE OF 4X4 POST WITH STOP SIGN, AND WITH ALUMINUM
 FY3640'REFERENCE TAG
 FY3640'
 FY3640'30.0 FT SE OF 30 INCH MAPLE TREE
 FY3640'
 FY3640'4.0 FT NNW OF FENCE POST
 FY3640'
 FY3640'8.9 FT ENE OF CORNER FENCE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4484 ***********************************************************************
 FY4484  DESIGNATION -  ANGUS
 FY4484  PID         -  FY4484
 FY4484  STATE/COUNTY-  NC/ORANGE
 FY4484  USGS QUAD   -  CEDAR GROVE (1967)
 FY4484
 FY4484                         *CURRENT SURVEY CONTROL
 FY4484  ___________________________________________________________________
 FY4484* NAD 83(2001)-  36 13 01.08003(N)    079 12 44.72267(W)     ADJUSTED  
 FY4484* NAVD 88     -       222.6    (meters)     730.     (feet)  VERTCON   
 FY4484  ___________________________________________________________________
 FY4484  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FY4484  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FY4484  HORZ ORDER  -  SECOND
 FY4484
 FY4484.The horizontal coordinates were established by classical geodetic methods
 FY4484.and adjusted by the National Geodetic Survey in August 2005.
 FY4484
 FY4484.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4484
 FY4484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4484
 FY4484.The geoid height was determined by GEOID03.
 FY4484
 FY4484;                    North         East     Units Scale Factor Converg.
 FY4484;SPC NC       -   273,695.628   590,500.722   MT  1.00001443   -0 07 21.4
 FY4484;SPC NC       -   897,949.74  1,937,334.45   sFT  1.00001443   -0 07 21.4
 FY4484;UTM  17      - 4,009,494.877   660,675.541   MT  0.99991810   +1 03 23.1
 FY4484
 FY4484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4484!SPC NC       -   0.99996985  x   1.00001443  =   0.99998428
 FY4484!UTM  17      -   0.99996985  x   0.99991810  =   0.99988796
 FY4484
 FY4484                          SUPERSEDED SURVEY CONTROL
 FY4484
 FY4484  NAD 83(1993)-  36 13 01.08196(N)    079 12 44.72691(W) AD(       ) 2
 FY4484  NAD 83(1986)-  36 13 01.08198(N)    079 12 44.72994(W) AD(       ) 2
 FY4484  NGVD 29 (07/16/92)  222.8    (m)          731.     (f) VERT ANG    3  
 FY4484
 FY4484.Superseded values are not recommended for survey control.
 FY4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4484.See file dsdata.txt to determine how the superseded data were derived.
 FY4484
 FY4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6067609495(NAD 83)
 FY4484_MARKER: DE = TRAVERSE STATION DISK
 FY4484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4484_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4484+STABILITY: SURFACE MOTION
 FY4484
 FY4484  HISTORY     - Date     Condition        Report By
 FY4484  HISTORY     - 1981     MONUMENTED       NCGS
 FY4484
 FY4484                          STATION DESCRIPTION
 FY4484
 FY4484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4484'STATION IS LOCATED ABOUT 2.6 MILES SOUTH-SOUTHWEST OF PROSPECT HILL
 FY4484'AND 8.9 MILES NORTH-NORTHEAST OF MEBANE.
 FY4484'
 FY4484'ALONG NC 49, 2.3 MILES SOUTHWEST OF NC 49 INTERSECTION (0.6 MILE
 FY4484'SOUTH OF PROSPECT HILL) OR 0.15 MILE NORTHEAST OF SOUTHERNMOST
 FY4484'INTERSECTION OF A LOOP ROAD (SR 1368) AND 0.4 MILE NORTHEAST OF
 FY4484'UNITED METHODIST CHURCH, AND ON THE NORTH-NORTHWEST BANK.
 FY4484'
 FY4484'THE STATION IS A STANDARD NCGS DISK
 FY4484'STAMPED---ANGUS 1981---,
 FY4484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4484'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 FY4484'12.6 METERS (41.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF
 FY4484'HIGHWAY,
 FY4484'42.35 METERS (139.0 FT) EAST FROM THE CENTERLINE OF PAVED DRIVE,
 FY4484'20.10 METERS (66.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF BARN,
 FY4484'15.30 METERS (50.2 FT) SOUTH-SOUTHEAST FROM THE SHELTER POST AT
 FY4484'SOUTHEAST CORNER OF BARN WITH REFERENCE TAG
 FY4484'AND
 FY4484'24.25 METERS (79.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FY4484'LOG TOBACCO BARN.
 FY4484'
 FY4484'MARK IS 10 FEET ABOVE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5256 ***********************************************************************
 FA5256  DESIGNATION -  ANGUS
 FA5256  PID         -  FA5256
 FA5256  STATE/COUNTY-  NC/CATAWBA
 FA5256  USGS QUAD   -  LONGVIEW (1993)
 FA5256
 FA5256                         *CURRENT SURVEY CONTROL
 FA5256  ___________________________________________________________________
 FA5256* NAD 83(2001)-  35 43 07.80133(N)    081 23 49.57699(W)     ADJUSTED  
 FA5256* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 FA5256  ___________________________________________________________________
 FA5256  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FA5256  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA5256  HORZ ORDER  -  SECOND
 FA5256
 FA5256.The horizontal coordinates were established by classical geodetic methods
 FA5256.and adjusted by the National Geodetic Survey in August 2005.
 FA5256
 FA5256.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5256
 FA5256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5256
 FA5256.The geoid height was determined by GEOID03.
 FA5256
 FA5256;                    North         East     Units Scale Factor Converg.
 FA5256;SPC NC       -   221,024.062   392,746.352   MT  0.99990573   -1 23 00.7
 FA5256;SPC NC       -   725,143.11  1,288,535.32   sFT  0.99990573   -1 23 00.7
 FA5256;UTM  17      - 3,952,836.398   464,083.192   MT  0.99961590   -0 13 54.6
 FA5256
 FA5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5256!SPC NC       -   0.99995316  x   0.99990573  =   0.99985889
 FA5256!UTM  17      -   0.99995316  x   0.99961590  =   0.99956908
 FA5256
 FA5256                          SUPERSEDED SURVEY CONTROL
 FA5256
 FA5256  NAD 83(1986)-  35 43 07.81005(N)    081 23 49.57609(W) AD(       ) 2
 FA5256  NGVD 29 (02/04/93)  330.8    (m)         1085.     (f) VERT ANG    3  
 FA5256
 FA5256.Superseded values are not recommended for survey control.
 FA5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5256.See file dsdata.txt to determine how the superseded data were derived.
 FA5256
 FA5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6408352836(NAD 83)
 FA5256_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5256_SP_SET: CONCRETE POST
 FA5256_STAMPING: ANGUS 1987
 FA5256_MARK LOGO: NCGS  
 FA5256_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5256+STABILITY: SURFACE MOTION
 FA5256
 FA5256  HISTORY     - Date     Condition        Report By
 FA5256  HISTORY     - 1987     MONUMENTED       NCGS
 FA5256
 FA5256                          STATION DESCRIPTION
 FA5256
 FA5256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA5256'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF HILDEBRAN, AND
 FA5256'6.3 KM (3.90 MI) WEST-SOUTHWEST OF HICKORY.
 FA5256'ALONG US 64-70, 0.8 KM (0.5 MI) EAST FROM THE US 64-A INTERSECTION, OR
 FA5256'0.3 KM (0.2 MI) EAST FROM THE CATAWBA-BURKE COUNTY LINE, OR 0.5 KM
 FA5256'(0.3 MI) WEST FROM THE 33D STREET SW OVERPASS TO SR 1218 (39TH STREET
 FA5256'SW) AND STATION.
 FA5256'THE STATION IS A STANDARD NCGS DISK STAMPED---ANGUS 1987---, SET INTO
 FA5256'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FA5256'GROUND.  LOCATED 10.67 METERS (35.0 FT) SOUTH FROM THE CENTERLINE OF
 FA5256'THE EAST BOUND LANE OF HIGHWAY, 8.29 METERS (27.2 FT) EAST FROM THE
 FA5256'CENTERLINE OF SR 1218, 32.16 METERS (105.5 FT) WEST FROM A POWER POLE
 FA5256'(TT-ED-9) AND 1.58 METERS (5.2 FT) EAST FROM A STOP SIGN POST--BOTH
 FA5256'WITH REFERENCE TAGS, 31.61 METERS (103.7 FT) NORTHWEST FROM THE
 FA5256'NORTHWEST CORNER OF ANGUS TAVERN, AND 7.56 METERS (24.8 FT) SOUTHWEST
 FA5256'FROM THE CENTER OF AN IRON DRAINAGE GRATE.
 FA5256'MARK IS 1 FOOT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3599 ***********************************************************************
 DK3599  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3599  DESIGNATION -  ANGUS
 DK3599  PID         -  DK3599
 DK3599  STATE/COUNTY-  NC/ASHE
 DK3599  USGS QUAD   -  GLENDALE SPRINGS (1967)
 DK3599
 DK3599                         *CURRENT SURVEY CONTROL
 DK3599  ___________________________________________________________________
 DK3599* NAD 83(2007)-  36 17 41.63581(N)    081 29 52.98571(W)     ADJUSTED  
 DK3599* NAVD 88     -       876.23   (meters)    2874.8    (feet)  GPS OBS   
 DK3599  ___________________________________________________________________
 DK3599  EPOCH DATE  -        2002.00
 DK3599  X           -     761,004.002 (meters)                     COMP
 DK3599  Y           -  -5,090,812.430 (meters)                     COMP
 DK3599  Z           -   3,755,115.163 (meters)                     COMP
 DK3599  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 DK3599  ELLIP HEIGHT-         844.769 (meters)          (04/15/08) ADJUSTED
 DK3599  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DK3599  HORZ ORDER  -  FIRST
 DK3599  ELLP ORDER  -  FOURTH    CLASS II
 DK3599
 DK3599.The horizontal coordinates were established by GPS observations
 DK3599.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3599
 DK3599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3599.The horizontal coordinates are valid at the epoch date displayed above.
 DK3599.The epoch date for horizontal control is a decimal equivalence
 DK3599.of Year/Month/Day.
 DK3599
 DK3599.The orthometric height was determined by GPS observations and a
 DK3599.high-resolution geoid model.
 DK3599.The orthometric height was determined by GPS observations and a
 DK3599.high-resolution geoid model using precise GPS observation and
 DK3599.processing techniques.
 DK3599
 DK3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3599
 DK3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3599
 DK3599.The ellipsoidal height was determined by GPS observations
 DK3599.and is referenced to NAD 83.
 DK3599
 DK3599.The geoid height was determined by GEOID03.
 DK3599
 DK3599;                    North         East     Units Scale Factor Converg.
 DK3599;SPC NC       -   285,146.342   385,224.307   MT  1.00003831   -1 26 30.5
 DK3599;SPC NC       -   935,517.62  1,263,856.75   sFT  1.00003831   -1 26 30.5
 DK3599;UTM  17      - 4,016,772.909   455,279.341   MT  0.99962464   -0 17 41.4
 DK3599
 DK3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3599!SPC NC       -   0.99986744  x   1.00003831  =   0.99990574
 DK3599!UTM  17      -   0.99986744  x   0.99962464  =   0.99949213
 DK3599
 DK3599:                Primary Azimuth Mark                     Grid Az
 DK3599:SPC NC       -  CLINE                                    187 32 12.2
 DK3599:UTM  17      -  CLINE                                    186 23 23.1
 DK3599
 DK3599|---------------------------------------------------------------------|
 DK3599| PID    Reference Object                     Distance      Geod. Az  |
 DK3599|                                                           dddmmss.s |
 DK3599| DK3610 CLINE                               APPROX. 0.6 KM 1860541.7 |
 DK3599|---------------------------------------------------------------------|
 DK3599
 DK3599                          SUPERSEDED SURVEY CONTROL
 DK3599
 DK3599.No superseded survey control is available for this station.
 DK3599
 DK3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5527916773(NAD 83)
 DK3599_MARKER: DH = HORIZONTAL CONTROL DISK
 DK3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3599_STAMPING: ANGUS 2004
 DK3599_MARK LOGO: NCGS  
 DK3599_PROJECTION: RECESSED 3 CENTIMETERS
 DK3599_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3599+STABILITY: SURFACE MOTION
 DK3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3599+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DK3599
 DK3599  HISTORY     - Date     Condition        Report By
 DK3599  HISTORY     - 2004     MONUMENTED       NCGS
 DK3599
 DK3599                          STATION DESCRIPTION
 DK3599
 DK3599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004
 DK3599'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF JEFFERSON AND
 DK3599'1.0 MI (1.6 KM) SOUTHEAST OF FLEETWOOD.
 DK3599' 
 DK3599'ALONG US 221 FOR 4.35 MI (7.00 KM) SOUTH FROM NC 194 (IN BALDWIN TO
 DK3599'THE BRIDGE OVER THE SOUTH FORK OF THE NEW RIVER AND THE STATION IN THE
 DK3599'THE EAST SHOULDER 292 FT (89.0 M) NORTH.
 DK3599' 
 DK3599'MARK IS ABOUT 1-FT LOWER THAN US 221 AND RECESSED 1 INCH (3 CM) BELOW
 DK3599'THE GROUND.  LOCATED 18.5 FT (5.6 M) EAST OF THE CENTERLINE OF US 221,
 DK3599'292.0 FT (89.0 M) NORTH OF THE NORTH END OF THE EAST BRIDGE RAIL, 8.0
 DK3599'FT (2.4 M) WEST OF A FIBERGLASS WITNESS POST AND 186.0 FT (56.7 M)
 DK3599'SOUTH OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0944 ***********************************************************************
 EZ0944  DESIGNATION -  ANGUS 2
 EZ0944  PID         -  EZ0944
 EZ0944  STATE/COUNTY-  NC/WAKE
 EZ0944  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0944
 EZ0944                         *CURRENT SURVEY CONTROL
 EZ0944  ___________________________________________________________________
 EZ0944* NAD 83(2001)-  35 54 05.95930(N)    078 45 57.84308(W)     ADJUSTED  
 EZ0944* NAVD 88     -       111.968  (meters)     367.35   (feet)  ADJUSTED  
 EZ0944  ___________________________________________________________________
 EZ0944  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 EZ0944  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EZ0944  DYNAMIC HT  -         111.873 (meters)     367.04  (feet)  COMP
 EZ0944  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 EZ0944
 EZ0944  HORZ ORDER  -  SECOND
 EZ0944  VERT ORDER  -  SECOND    CLASS 0
 EZ0944
 EZ0944.The horizontal coordinates were established by classical geodetic methods
 EZ0944.and adjusted by the National Geodetic Survey in August 2005.
 EZ0944
 EZ0944.The orthometric height was determined by differential leveling
 EZ0944.and adjusted in June 1991.
 EZ0944
 EZ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0944
 EZ0944.The geoid height was determined by GEOID03.
 EZ0944
 EZ0944.The dynamic height is computed by dividing the NAVD 88
 EZ0944.geopotential number by the normal gravity value computed on the
 EZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0944.degrees latitude (g = 980.6199 gals.).
 EZ0944
 EZ0944.The modeled gravity was interpolated from observed gravity values.
 EZ0944
 EZ0944;                    North         East     Units Scale Factor Converg.
 EZ0944;SPC NC       -   238,714.040   630,718.237   MT  0.99993680   +0 08 06.1
 EZ0944;SPC NC       -   783,180.98  2,069,281.42   sFT  0.99993680   +0 08 06.1
 EZ0944;UTM  17      - 3,975,346.038   701,604.796   MT  1.00010085   +1 18 37.5
 EZ0944
 EZ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0944!SPC NC       -   0.99998746  x   0.99993680  =   0.99992426
 EZ0944!UTM  17      -   0.99998746  x   1.00010085  =   1.00008831
 EZ0944
 EZ0944:                Primary Azimuth Mark                     Grid Az
 EZ0944:SPC NC       -  TEAMSTER                                 228 40 49.2
 EZ0944:UTM  17      -  TEAMSTER                                 227 30 17.8
 EZ0944
 EZ0944|---------------------------------------------------------------------|
 EZ0944| PID    Reference Object                     Distance      Geod. Az  |
 EZ0944|                                                           dddmmss.s |
 EZ0944| EZ0943 TEAMSTER                            APPROX. 0.5 KM 2284855.3 |
 EZ0944|---------------------------------------------------------------------|
 EZ0944
 EZ0944                          SUPERSEDED SURVEY CONTROL
 EZ0944
 EZ0944  NAD 83(1986)-  35 54 05.96473(N)    078 45 57.85306(W) AD(       ) 2
 EZ0944  NAD 27      -  35 54 05.44074(N)    078 45 58.83039(W) AD(       ) 2
 EZ0944  NGVD 29 (??/??/92)  112.22   (m)          368.2    (f) COMPUTED    2 0
 EZ0944
 EZ0944.Superseded values are not recommended for survey control.
 EZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0944.See file dsdata.txt to determine how the superseded data were derived.
 EZ0944
 EZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0160575346(NAD 83)
 EZ0944_MARKER: DE = TRAVERSE STATION DISK
 EZ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0944_STAMPING: ANGUS 2 1968
 EZ0944_MARK LOGO: NCGS  
 EZ0944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0944+STABILITY: SURFACE MOTION
 EZ0944
 EZ0944  HISTORY     - Date     Condition        Report By
 EZ0944  HISTORY     - 1968     MONUMENTED       NCGS
 EZ0944  HISTORY     - 1973     GOOD             NCGS
 EZ0944  HISTORY     - 1973     GOOD             NCGS
 EZ0944  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ0944  HISTORY     - 20030307 MARK NOT FOUND   USPSQD
 EZ0944
 EZ0944                          STATION DESCRIPTION
 EZ0944
 EZ0944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ0944'ANGUS 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ0944'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0944'
 EZ0944'ANGUS 2 IS LOCATED APPROXIMATELY 11.1 MILES NORTHWEST OF
 EZ0944'RALEIGH.  STATION IS IN THE MEDIAN OF U.S. 70, ON NORTHEAST
 EZ0944'SHOULDER OF E BOUND LANE, AT THE INTERSECTION OF SR 1002
 EZ0944'(RALEIGH-DURHAM AIRPORT RD.) AND U.S. 70, ON THE NORTHWEST SIDE
 EZ0944'OF CROSSOVER AT INTERSECTION.
 EZ0944'
 EZ0944'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0944'ANGUS 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0944'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0944'
 EZ0944'MARK IS
 EZ0944'
 EZ0944'24.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LANE
 EZ0944'
 EZ0944'40.5 FT NW OF SW END OF TRAFFIC ISLAND IN CROSSOVER FOR
 EZ0944'RALEIGH-DURHAM AIRPORT RD. (SR 1002)
 EZ0944'
 EZ0944'17.8 FT N OF 4X4 POST WITH STOP SIGN ON NW SIDE OF CROSSOVER,
 EZ0944'AND WITH ALUMINUM REF. TAG
 EZ0944'
 EZ0944'41.2 FT NW OF 4X4 POST WITH STOP SIGN IN TRAFFIC ISLAND OF
 EZ0944'CROSSOVER, AND WITH ALUMINUM REF. TAG
 EZ0944'
 EZ0944'91.7 FT SW OF 4X4 POST WITH AIRPORT SIGN ON NW SIDE OF
 EZ0944'CROSSOVER, AND WITH ALUMINUM REF. TAG
 EZ0944'
 EZ0944'36.9 FT SW OF NW END OF CULVERT UNDER CROSSOVER
 EZ0944
 EZ0944                          STATION RECOVERY (1973)
 EZ0944
 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0944'GOOD. DELETE--17.8 FT N OF 4X4 STOP SIGN
 EZ0944
 EZ0944                          STATION RECOVERY (1973)
 EZ0944
 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0944'6.3 MI NNE FROM MORRISVILLE.
 EZ0944'ANGUS 2 IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL
 EZ0944'SQUARE IN RALEIGH.  TO REACH STATION FROM INTERSECTION OF U.S. 70
 EZ0944'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH,
 EZ0944'PROCEED NW ALONG U.S. 70 FOR APPROXIMATELY 7.1 MILES TO INTERSECTION
 EZ0944'WITH SR 1002 (RDU - AIRPORT ROAD) AND STATION IN MEDIAN NW OF THE
 EZ0944'CROSSOVER, 2.2 MILES NNE OF THE AIRPORT TERMINAL, 24.1 FT NE OF
 EZ0944'NE EDGE OF U.S. 70 EAST BOUND LANE, 40.5 FT NW OF SW END OF
 EZ0944'TRAFFIC ISLAND IN CROSSOVER, 2.2 MILES NNE OF THE AIRPORT
 EZ0944'TERMINAL, 24.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LANE, 40.5 FT NE
 EZ0944'OF SW END OF TRAFFIC ISLAND IN CROSSOVER, 36.9 FT SW OF NW END OF
 EZ0944'CULVERT UNDER CROSSOVER, 41.2 FT NW OF 4 X 4 STOP SIGN POST IN
 EZ0944'CROSSOVER ISLAND W/ALUMINUM REF. TAG, AND 91.7 FT SW OF 4 X 4
 EZ0944'AIRPORT SIGN POST W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ0944'CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0944
 EZ0944                          STATION RECOVERY (1986)
 EZ0944
 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0944'MARK WAS RECOVERED IN GOOD CONDITION IN JANUARY 1986 AND USED IN
 EZ0944'HORIZONTAL FIELD WORK.  IN MAY 1986, THE DISK WAS KNOCKED OFF BY
 EZ0944'UNDERGROUND CABLE PLACEMENT.
 EZ0944
 EZ0944                          STATION RECOVERY (2003)
 EZ0944
 EZ0944'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1282 ***********************************************************************
 EB1282  DESIGNATION -  ANIMAL
 EB1282  PID         -  EB1282
 EB1282  STATE/COUNTY-  NC/DUPLIN
 EB1282  USGS QUAD   -  WARSAW SOUTH (1984)
 EB1282
 EB1282                         *CURRENT SURVEY CONTROL
 EB1282  ___________________________________________________________________
 EB1282* NAD 83(2001)-  34 59 53.50709(N)    078 04 15.44677(W)     ADJUSTED  
 EB1282* NAVD 88     -        45.828  (meters)     150.35   (feet)  ADJUSTED  
 EB1282  ___________________________________________________________________
 EB1282  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 EB1282  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EB1282  DYNAMIC HT  -          45.785 (meters)     150.21  (feet)  COMP
 EB1282  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EB1282
 EB1282  HORZ ORDER  -  SECOND
 EB1282  VERT ORDER  -  SECOND    CLASS I
 EB1282
 EB1282.The horizontal coordinates were established by classical geodetic methods
 EB1282.and adjusted by the National Geodetic Survey in August 2005.
 EB1282
 EB1282.The orthometric height was determined by differential leveling
 EB1282.and adjusted in June 1991.
 EB1282
 EB1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1282
 EB1282.The geoid height was determined by GEOID03.
 EB1282
 EB1282.The dynamic height is computed by dividing the NAVD 88
 EB1282.geopotential number by the normal gravity value computed on the
 EB1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1282.degrees latitude (g = 980.6199 gals.).
 EB1282
 EB1282.The modeled gravity was interpolated from observed gravity values.
 EB1282
 EB1282;                    North         East     Units Scale Factor Converg.
 EB1282;SPC NC       -   138,859.388   694,402.458   MT  0.99988233   +0 32 10.4
 EB1282;SPC NC       -   455,574.51  2,278,218.73   sFT  0.99988233   +0 32 10.4
 EB1282;UTM  17      - 3,876,764.169   767,325.998   MT  1.00048085   +1 40 51.4
 EB1282;UTM  18      - 3,877,153.622   219,717.630   MT  1.00056832   -1 45 45.0
 EB1282
 EB1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1282!SPC NC       -   0.99999836  x   0.99988233  =   0.99988069
 EB1282!UTM  17      -   0.99999836  x   1.00048085  =   1.00047921
 EB1282!UTM  18      -   0.99999836  x   1.00056832  =   1.00056668
 EB1282
 EB1282:                Primary Azimuth Mark                     Grid Az
 EB1282:SPC NC       -  SCHOOL                                   118 30 27.6
 EB1282:UTM  17      -  SCHOOL                                   117 21 46.6
 EB1282:UTM  18      -  SCHOOL                                   120 48 23.0
 EB1282
 EB1282|---------------------------------------------------------------------|
 EB1282| PID    Reference Object                     Distance      Geod. Az  |
 EB1282|                                                           dddmmss.s |
 EB1282| EB1284 SCHOOL                              APPROX. 3.3 KM 1190238.0 |
 EB1282|---------------------------------------------------------------------|
 EB1282
 EB1282                          SUPERSEDED SURVEY CONTROL
 EB1282
 EB1282  NAD 83(1986)-  34 59 53.51578(N)    078 04 15.45779(W) AD(       ) 2
 EB1282  NAD 27      -  34 59 52.91683(N)    078 04 16.49818(W) AD(       ) 2
 EB1282  NGVD 29 (??/??/92)   46.091  (m)          151.22   (f) ADJ UNCH    2 1
 EB1282
 EB1282.Superseded values are not recommended for survey control.
 EB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1282.See file dsdata.txt to determine how the superseded data were derived.
 EB1282
 EB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6732676764(NAD 83)
 EB1282_MARKER: DE = TRAVERSE STATION DISK
 EB1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1282_SP_SET: CONCRETE POST
 EB1282_STAMPING: ANIMAL 1976
 EB1282_MARK LOGO: NCGS  
 EB1282_PROJECTION: RECESSED 15 CENTIMETERS
 EB1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1282+STABILITY: SURFACE MOTION
 EB1282
 EB1282  HISTORY     - Date     Condition        Report By
 EB1282  HISTORY     - 1976     MONUMENTED       NCGS
 EB1282  HISTORY     - 1977     GOOD             NCGS
 EB1282  HISTORY     - 19940529 GOOD             USPSQD
 EB1282  HISTORY     - 20070519 MARK NOT FOUND   MAEC
 EB1282
 EB1282                          STATION DESCRIPTION
 EB1282
 EB1282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EB1282'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST OF WARSAW AND 6.7
 EB1282'MILES WEST-NORTHWEST OF KENANSVILLE.
 EB1282'
 EB1282'TO REACH THE STATION FROM THE JUNCTION OF NC 50 WITH NC 24 IN THE EAST
 EB1282'SECTION OF WARSAW, PROCEED SOUTHEAST ALONG NC 24 AND NC 50 FOR 0.65
 EB1282'MILE TO STATION ON THE LEFT IN SHOULDER AT A MAILBOX AND POWER POLE,
 EB1282'AND ACROSS HIGHWAY FROM A AND B MILLING COMPANY.
 EB1282'
 EB1282'STATION MARK IS A STANDARD DISK STAMPED---ANIMAL 1976---, SET IN THE
 EB1282'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB1282'MARK IS 27.5 FEET NORTHEAST OF THE CENTERLINE OF NC 24 AND NC 50,
 EB1282'18.7 FEET NORTHWEST OF THE CENTERLINE OF ENTRANCE TO A FIELD, 12.2
 EB1282'FEET SOUTHEAST OF POWER POLE NO. 40 WITH REFERENCE TAG, 36.7 FEET WEST
 EB1282'OF GATE POST WITH REFERENCE TAG OF FENCED IN FIELD AND 69.0 FEET
 EB1282'NORTHWEST OF TELEPHONE POLE PEDESTAL.
 EB1282
 EB1282                          STATION RECOVERY (1977)
 EB1282
 EB1282'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EB1282'1.3 MI EAST FROM WARSAW.
 EB1282'TO REACH STATION FROM THE JUNCTION OF NC 50 WITH NC 24 IN THE EAST
 EB1282'SECTION OF WARSAW, PROCEED SOUTHEAST ALONG NC 24 AND NC 50 FOR 0.65
 EB1282'MILE TO STATION ON LEFT IN SHOULDER AT A MAILBOX AND POWER POLE,
 EB1282'AND ACROSS HIGHWAY FROM A AND B MILLING COMPANY, 27.5 FT. NE OF
 EB1282'CENTERLINE OF NC 24 AND NC 50, 18.7 FT. NW OF CENTERLINE OF ENTRANCE
 EB1282'TO A FIELD, 12.2 FT. SE OF POWER POLE NUMBER 40 WITH ALUMINUM REF.
 EB1282'TAG, 36.7 FT. W OF GATE POST WITH ALUMINUM REF. TAG OF FENCE IN
 EB1282'FIELD AND 69.0 FT. NW OF TP PEDESTAL. DISK IS SET IN CONCRETE
 EB1282'CYLINDER, 6 INCHES BELOW THE GROUND SURFACE.
 EB1282
 EB1282                          STATION RECOVERY (1994)
 EB1282
 EB1282'RECOVERY NOTE BY US POWER SQUADRON 1994
 EB1282'RECOVERED IN GOOD CONDITION.
 EB1282
 EB1282                          STATION RECOVERY (2007)
 EB1282
 EB1282'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SM)
 EB1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2940 ***********************************************************************
 EZ2940  DESIGNATION -  ANIMAL
 EZ2940  PID         -  EZ2940
 EZ2940  STATE/COUNTY-  NC/LEE
 EZ2940  USGS QUAD   -  COLON (1981)
 EZ2940
 EZ2940                         *CURRENT SURVEY CONTROL
 EZ2940  ___________________________________________________________________
 EZ2940* NAD 83(2001)-  35 31 26.87197(N)    079 13 34.97772(W)     ADJUSTED  
 EZ2940* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 EZ2940  ___________________________________________________________________
 EZ2940  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EZ2940  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EZ2940  HORZ ORDER  -  SECOND
 EZ2940
 EZ2940.The horizontal coordinates were established by classical geodetic methods
 EZ2940.and adjusted by the National Geodetic Survey in August 2005.
 EZ2940
 EZ2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2940
 EZ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2940
 EZ2940.The geoid height was determined by GEOID03.
 EZ2940
 EZ2940;                    North         East     Units Scale Factor Converg.
 EZ2940;SPC NC       -   196,828.767   589,070.203   MT  0.99988385   -0 07 50.4
 EZ2940;SPC NC       -   645,762.38  1,932,641.16   sFT  0.99988385   -0 07 50.4
 EZ2940;UTM  17      - 3,932,616.256   660,815.142   MT  0.99991870   +1 01 50.8
 EZ2940
 EZ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2940!SPC NC       -   0.99999079  x   0.99988385  =   0.99987464
 EZ2940!UTM  17      -   0.99999079  x   0.99991870  =   0.99990949
 EZ2940
 EZ2940:                Primary Azimuth Mark                     Grid Az
 EZ2940:SPC NC       -  MCIVER                                   315 41 59.5
 EZ2940:UTM  17      -  MCIVER                                   314 32 18.3
 EZ2940
 EZ2940|---------------------------------------------------------------------|
 EZ2940| PID    Reference Object                     Distance      Geod. Az  |
 EZ2940|                                                           dddmmss.s |
 EZ2940| EZ2948 MCIVER                              APPROX. 0.6 KM 3153409.1 |
 EZ2940|---------------------------------------------------------------------|
 EZ2940
 EZ2940                          SUPERSEDED SURVEY CONTROL
 EZ2940
 EZ2940  NAD 83(1986)-  35 31 26.87414(N)    079 13 34.98331(W) AD(       ) 2
 EZ2940  NAD 27      -  35 31 26.33296(N)    079 13 35.91031(W) AD(       ) 2
 EZ2940  NGVD 29 (07/19/86)   90.3    (m)          296.     (f) VERT ANG    3  
 EZ2940
 EZ2940.Superseded values are not recommended for survey control.
 EZ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2940.See file dsdata.txt to determine how the superseded data were derived.
 EZ2940
 EZ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6081532616(NAD 83)
 EZ2940_MARKER: DE = TRAVERSE STATION DISK
 EZ2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2940_STAMPING: ANIMAL 1970
 EZ2940_MARK LOGO: NCGS  
 EZ2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2940+STABILITY: SURFACE MOTION
 EZ2940
 EZ2940  HISTORY     - Date     Condition        Report By
 EZ2940  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2940
 EZ2940                          STATION DESCRIPTION
 EZ2940
 EZ2940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2940'ANIMAL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2940'VICINITY OF CUMNOCK, NORTH CAROLINA.
 EZ2940'
 EZ2940'ANIMAL IS LOCATED APPROXIMATELY 2.1 MILES SSE OF CUMNOCK AND 5.1
 EZ2940'MILES NORTHWEST OF SANFORD.  TO REACH STATION PROCEED FROM THE
 EZ2940'INTERSECTION OF US 1, 15 AND 501 BYPASS AND US 421, GO NORTH ON
 EZ2940'US 421 FOR 1.6 MILES TO SR 1405 (MCNEIL RD.), CONTINUE NORTH ON US
 EZ2940'421 FOR 1.05 MILE TO STATION ON THE LEFT, APPROXIMATELY 300 FEET
 EZ2940'NORTH FROM THE ENTRANCE TO PATTERSONS ANIMAL HOSPITAL, AND 0.9
 EZ2940'MILE SOUTH OF SR 1325.
 EZ2940'
 EZ2940'STATION MARK IS A N.C. GEODETIC SURVEY TRAVERSE DISK, STAMPED ANIMAL
 EZ2940'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2940'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2940'
 EZ2940'MARK IS--
 EZ2940'27.5 FEET SW OF C/L OF US 421.
 EZ2940'20.5 FEET SE OF ALUMINUM REF. TAG ON TP.
 EZ2940'10.0 FEET ENE OF ALUMINUM REF. TAG ON FENCE POST.
 EZ2940'13.5 FEET N OF ALUMINUM REF. TAG ON FENCE POST.
 EZ2940'65.5 FEET WSW OF ALUMINUM REF. TAG ON FENCE POST.
 EZ2940'65.6 FEET SW OF ALUMINUM REF. TAG ON FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2286 ***********************************************************************
 FY2286  DESIGNATION -  ANITA
 FY2286  PID         -  FY2286
 FY2286  STATE/COUNTY-  NC/CASWELL
 FY2286  USGS QUAD   -  PARK SPRING (1994)
 FY2286
 FY2286                         *CURRENT SURVEY CONTROL
 FY2286  ___________________________________________________________________
 FY2286* NAD 83(2001)-  36 22 57.94983(N)    079 28 36.10442(W)     ADJUSTED  
 FY2286* NAVD 88     -       224.383  (meters)     736.16   (feet)  ADJUSTED  
 FY2286  ___________________________________________________________________
 FY2286  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 FY2286  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FY2286  DYNAMIC HT  -         224.198 (meters)     735.56  (feet)  COMP
 FY2286  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 FY2286
 FY2286  HORZ ORDER  -  SECOND
 FY2286  VERT ORDER  -  FIRST     CLASS II
 FY2286
 FY2286.The horizontal coordinates were established by classical geodetic methods
 FY2286.and adjusted by the National Geodetic Survey in August 2005.
 FY2286
 FY2286.The orthometric height was determined by differential leveling
 FY2286.and adjusted in June 1991.
 FY2286
 FY2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2286
 FY2286.The geoid height was determined by GEOID03.
 FY2286
 FY2286.The dynamic height is computed by dividing the NAVD 88
 FY2286.geopotential number by the normal gravity value computed on the
 FY2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2286.degrees latitude (g = 980.6199 gals.).
 FY2286
 FY2286.The modeled gravity was interpolated from observed gravity values.
 FY2286
 FY2286;                    North         East     Units Scale Factor Converg.
 FY2286;SPC NC       -   292,176.246   566,826.515   MT  1.00006748   -0 16 30.5
 FY2286;SPC NC       -   958,581.57  1,859,663.32   sFT  1.00006748   -0 16 30.5
 FY2286;UTM  17      - 4,027,481.434   636,630.103   MT  0.99983000   +0 54 13.4
 FY2286
 FY2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2286!SPC NC       -   0.99996973  x   1.00006748  =   1.00003720
 FY2286!UTM  17      -   0.99996973  x   0.99983000  =   0.99979973
 FY2286
 FY2286                          SUPERSEDED SURVEY CONTROL
 FY2286
 FY2286  NAD 83(1993)-  36 22 57.95138(N)    079 28 36.10740(W) AD(       ) 2
 FY2286  NAD 83(1986)-  36 22 57.95481(N)    079 28 36.11338(W) AD(       ) 2
 FY2286  NGVD 29 (03/05/92)  224.609  (m)          736.90   (f) ADJUSTED    1 2
 FY2286
 FY2286.Superseded values are not recommended for survey control.
 FY2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2286.See file dsdata.txt to determine how the superseded data were derived.
 FY2286
 FY2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3663027481(NAD 83)
 FY2286_MARKER: DE = TRAVERSE STATION DISK
 FY2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2286_SP_SET: CONCRETE POST
 FY2286_STAMPING: ANITA 1982
 FY2286_MARK LOGO: NCGS  
 FY2286_PROJECTION: RECESSED 3 CENTIMETERS
 FY2286_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2286+STABILITY: SURFACE MOTION
 FY2286
 FY2286  HISTORY     - Date     Condition        Report By
 FY2286  HISTORY     - 1982     MONUMENTED       NCGS
 FY2286  HISTORY     - 1982     GOOD             NCGS
 FY2286
 FY2286                          STATION DESCRIPTION
 FY2286
 FY2286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2286'8.0 MI WEST FROM YANCEYVILLE.
 FY2286'PROCEED WEST ALONG US 158, FROM NC 150 CROSSROAD, FOR 2.9 MILES TO
 FY2286'INTERSECTION WITH SR 1153, THENCE SOUTH ALONG SR 1153 FOR 0.1 MILE
 FY2286'TO BRICK HOUSE (J. APPLE RESIDENCE) AND STATION ON LEFT IN SOUTH
 FY2286'EDGE OF YARD, 105.5 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 88.9
 FY2286'FEET SOUTHWEST OF SOUTHEAST CORNER OF HOUSE, 40.0 FEET SOUTH
 FY2286'SOUTHWEST OF NIGHT LIGHT POLE WITH REFERENCE TAG, 84.6 FEET SOUTH
 FY2286'SOUTHEAST OF SERVICE POLE WITH REFERENCE TAG AND 32.1 FEET WEST
 FY2286'NORTHWEST OF 6 INCH PINE.
 FY2286'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0973 ***********************************************************************
 EA0973  DESIGNATION -  ANN
 EA0973  PID         -  EA0973
 EA0973  STATE/COUNTY-  NC/PENDER
 EA0973  USGS QUAD   -  PIN HOOK (1981)
 EA0973
 EA0973                         *CURRENT SURVEY CONTROL
 EA0973  ___________________________________________________________________
 EA0973* NAD 83(2001)-  34 38 14.64808(N)    077 45 04.80524(W)     ADJUSTED  
 EA0973* NAVD 88     -         5.857  (meters)      19.22   (feet)  ADJUSTED  
 EA0973  ___________________________________________________________________
 EA0973  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EA0973  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 EA0973  DYNAMIC HT  -           5.852 (meters)      19.20  (feet)  COMP
 EA0973  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EA0973
 EA0973  HORZ ORDER  -  SECOND
 EA0973  VERT ORDER  -  SECOND    CLASS II
 EA0973
 EA0973.The horizontal coordinates were established by classical geodetic methods
 EA0973.and adjusted by the National Geodetic Survey in August 2005.
 EA0973
 EA0973.The orthometric height was determined by differential leveling
 EA0973.and adjusted in June 1991.
 EA0973
 EA0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0973
 EA0973.The geoid height was determined by GEOID03.
 EA0973
 EA0973.The dynamic height is computed by dividing the NAVD 88
 EA0973.geopotential number by the normal gravity value computed on the
 EA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0973.degrees latitude (g = 980.6199 gals.).
 EA0973
 EA0973.The modeled gravity was interpolated from observed gravity values.
 EA0973
 EA0973;                    North         East     Units Scale Factor Converg.
 EA0973;SPC NC       -    99,160.939   724,079.061   MT  0.99992967   +0 43 14.5
 EA0973;SPC NC       -   325,330.51  2,375,582.72   sFT  0.99992967   +0 43 14.5
 EA0973;UTM  18      - 3,836,276.857   247,799.091   MT  1.00038404   -1 33 52.7
 EA0973
 EA0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0973!SPC NC       -   1.00000485  x   0.99992967  =   0.99993452
 EA0973!UTM  18      -   1.00000485  x   1.00038404  =   1.00038890
 EA0973
 EA0973|---------------------------------------------------------------------|
 EA0973| PID    Reference Object                     Distance      Geod. Az  |
 EA0973|                                                           dddmmss.s |
 EA0973| EA1083 RUTH                                380.364 METERS 05803     |
 EA0973|---------------------------------------------------------------------|
 EA0973
 EA0973                          SUPERSEDED SURVEY CONTROL
 EA0973
 EA0973  NAD 83(1986)-  34 38 14.65859(N)    077 45 04.81815(W) AD(       ) 2
 EA0973  NAD 27      -  34 38 14.05135(N)    077 45 05.88596(W) AD(       ) 2
 EA0973  NGVD 29 (??/??/92)    6.158  (m)           20.20   (f) ADJ UNCH    2 2
 EA0973
 EA0973.Superseded values are not recommended for survey control.
 EA0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0973.See file dsdata.txt to determine how the superseded data were derived.
 EA0973
 EA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4779936277(NAD 83)
 EA0973_MARKER: DD = SURVEY DISK
 EA0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0973_STAMPING: ANN 1974
 EA0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0973+STABILITY: SURFACE MOTION
 EA0973
 EA0973  HISTORY     - Date     Condition        Report By
 EA0973  HISTORY     - 1974     MONUMENTED       NCGS
 EA0973  HISTORY     - 1975     GOOD             NCGS
 EA0973
 EA0973                          STATION DESCRIPTION
 EA0973
 EA0973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0973'ANN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA0973'VICINITY OF BURGAW, NORTH CAROLINA.
 EA0973'
 EA0973'ANN IS LOCATED APPROXIMATELY 11.3 MILES ENE OF BURGAW, AND 3.8
 EA0973'MILES WSW OF MAPLE HILL.  TO REACH STATION FROM INTERSECTION OF
 EA0973'NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED WESTERLY ALONG
 EA0973'NC 53 FOR 3.6 MILES TO STATION ON LEFT IN SOUTH SHOULDER, NEAR A
 EA0973'WOODS ROAD, AND 1.75 MILES SOUTHWEST OF A BRIDGE OVER ANGOLA
 EA0973'CREEK.
 EA0973'
 EA0973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0973'ANN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0973'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0973'
 EA0973'MARK IS 17.7 FT S OF C/L OF NC 53
 EA0973'
 EA0973'58.3 FT E OF C/L OF WOODS ROAD
 EA0973'
 EA0973'48.8 FT W OF C/L OF A DITCH
 EA0973'
 EA0973'31.1 FT N OF SUPPORT POLE WITH ALUMINUM REF. TAG
 EA0973'
 EA0973'69.4 FT S OF PP WITH ALUMINUM REF. TAG
 EA0973
 EA0973                          STATION RECOVERY (1975)
 EA0973
 EA0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0973'3.8 MI WSW FROM MAPLE HOLL.
 EA0973'STATION IS LOCATED APPROXIMATELY 11.3 MILES ENE OF BURGAW.  TO REACH
 EA0973'STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL,
 EA0973'PROCEED WESTERLY ALONG NC 53 FOR 3.6 MILES TO STATION ON LEFT IN SOUTH
 EA0973'SHOULDER NEAR A WOODS ROAD, AND 1.75 MILES SOUTHWEST OF A BRIDGE OVER
 EA0973'ANGOLA CREEK.  17.7 FT. S OF C/L OF NC 53, 58.3 FT. E OF C/L OF WOODS
 EA0973'ROAD, 48.8 FT. W OF C/L OF A DITCH, 31.1 FT. N OF SUPPORT POLE WITH
 EA0973'ALUMINUM REF. TAG, AND 69.4 FT. S OF PP WITH ALUMINUM REF. TAG. DISK
 EA0973'IS SET IN CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 EA0973'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1943 ***********************************************************************
 EY1943  DESIGNATION -  ANN
 EY1943  PID         -  EY1943
 EY1943  STATE/COUNTY-  NC/MARTIN
 EY1943  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY1943
 EY1943                         *CURRENT SURVEY CONTROL
 EY1943  ___________________________________________________________________
 EY1943* NAD 83(2001)-  35 49 42.07179(N)    077 13 02.58545(W)     ADJUSTED  
 EY1943* NAVD 88     -        20.148  (meters)      66.10   (feet)  ADJUSTED  
 EY1943  ___________________________________________________________________
 EY1943  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 EY1943  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EY1943  DYNAMIC HT  -          20.132 (meters)      66.05  (feet)  COMP
 EY1943  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 EY1943
 EY1943  HORZ ORDER  -  SECOND
 EY1943  VERT ORDER  -  SECOND    CLASS II
 EY1943
 EY1943.The horizontal coordinates were established by classical geodetic methods
 EY1943.and adjusted by the National Geodetic Survey in August 2005.
 EY1943
 EY1943.The orthometric height was determined by differential leveling
 EY1943.and adjusted in June 1991.
 EY1943
 EY1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1943
 EY1943.The geoid height was determined by GEOID03.
 EY1943
 EY1943.The dynamic height is computed by dividing the NAVD 88
 EY1943.geopotential number by the normal gravity value computed on the
 EY1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1943.degrees latitude (g = 980.6199 gals.).
 EY1943
 EY1943.The modeled gravity was interpolated from observed gravity values.
 EY1943
 EY1943;                    North         East     Units Scale Factor Converg.
 EY1943;SPC NC       -   232,002.463   770,654.912   MT  0.99992312   +1 01 43.9
 EY1943;SPC NC       -   761,161.41  2,528,390.32   sFT  0.99992312   +1 01 43.9
 EY1943;UTM  18      - 3,967,179.984   299,704.330   MT  1.00009437   -1 17 54.2
 EY1943
 EY1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1943!SPC NC       -   1.00000244  x   0.99992312  =   0.99992556
 EY1943!UTM  18      -   1.00000244  x   1.00009437  =   1.00009681
 EY1943
 EY1943                          SUPERSEDED SURVEY CONTROL
 EY1943
 EY1943  NAD 83(1986)-  35 49 42.08742(N)    077 13 02.59828(W) AD(       ) 2
 EY1943  NGVD 29 (01/18/91)   20.47   (m)           67.2    (f) LEVELING    3  
 EY1943
 EY1943.Superseded values are not recommended for survey control.
 EY1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1943.See file dsdata.txt to determine how the superseded data were derived.
 EY1943
 EY1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9970467180(NAD 83)
 EY1943_MARKER: DE = TRAVERSE STATION DISK
 EY1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1943_SP_SET: CONCRETE POST
 EY1943_STAMPING: ANN 1980
 EY1943_MARK LOGO: NCGS  
 EY1943_PROJECTION: RECESSED 3 CENTIMETERS
 EY1943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1943+STABILITY: SURFACE MOTION
 EY1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1943+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 EY1943
 EY1943  HISTORY     - Date     Condition        Report By
 EY1943  HISTORY     - 1980     MONUMENTED       NCGS
 EY1943  HISTORY     - 1980     GOOD             NCGS
 EY1943  HISTORY     - 19940820 GOOD             USPSQD
 EY1943  HISTORY     - 20060427 GOOD             NCGS
 EY1943
 EY1943                          STATION DESCRIPTION
 EY1943
 EY1943'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1943'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES EAST OF ROBERSONVILLE
 EY1943'AND 2.6 MILES WEST OF EVERETTS.
 EY1943'
 EY1943'TO REACH THE STATION FROM THE INTERSECTION OF US 64-US 13 WITH NC 903
 EY1943'IN ROBERSONVILLE, PROCEED EAST ALONG US 64-US 13 FOR 2.05 MILES TO A
 EY1943'STATION ON THE LEFT AT THE WEST SIDE OF A DRIVEWAY TO GEORGE KEELS
 EY1943'WHITE FRAME HOUSE AND 0.2 MILE WEST OF SR 1152.
 EY1943'
 EY1943'STATION MARK IS A STANDARD DISK STAMPED---ANN 1980---, SET IN THE TOP
 EY1943'OF A 10 INCH CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND
 EY1943'SURFACE.  THE MARK IS 33.8 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 EY1943'THE HIGHWAY, 23.7 FEET NORTHWEST OF THE EAST END OF A CULVERT,
 EY1943'44.6 FEET WEST-NORTHWEST OF A 48 INCH OAK WITH REFERENCE TAG,
 EY1943'62.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WESTERNMOST BRICK
 EY1943'COLUMN, 89.0 FEET NORTH OF A FIRE HYDRANT, 103.3 FEET NORTH OF A
 EY1943'POWER POLE AND 125.2 FEET SOUTH-SOUTHEAST OF A POWER POLE BOTH WITH
 EY1943'REFERENCE TAGS.
 EY1943
 EY1943                          STATION RECOVERY (1980)
 EY1943
 EY1943'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1943'2.2 MI EAST FROM ROBERSONVILLE.
 EY1943'2.6 MILES WEST OF EVERETTS AND 2.05 MILES EAST ALONG US 64-US 13 FROM
 EY1943'INTERSECTION WITH NC 903 IN ROBERSONVILLE ON THE LEFT AT THE WEST SIDE
 EY1943'OF A DRIVEWAY TO GEORGE KEELS WHITE FRAME HOUSE AND 0.2 MILE WEST OF
 EY1943'SR 1152, 33.8 FEET NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 23.7 FEET
 EY1943'NORTHWEST OF EAST END OF CULVERT, 44.6 FEET WEST-NORTHWEST OF 48
 EY1943'INCH OAK WITH REFERENCE TAG, 62.0 FEET SOUTHWEST OF SOUTHWEST CORNER
 EY1943'OF WESTERNMOST BRICK COLUMN, 89.0 FEET NORTH OF A FIRE HYDRANT, 103.3
 EY1943'FEET NORTH OF POWER POLE AND 125.2 FEET SOUTH-SOUTHEAST OF POWER POLE
 EY1943'BOTH WITH REFERENCE TAGS.
 EY1943
 EY1943                          STATION RECOVERY (1994)
 EY1943
 EY1943'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1943'RECOVERED IN GOOD CONDITION.
 EY1943
 EY1943                          STATION RECOVERY (2006)
 EY1943
 EY1943'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1943'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.  MARK IS
 EY1943'RECESSED ABOUT 3 INCHES (8 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3225 ***********************************************************************
 FB3225  DESIGNATION -  ANN
 FB3225  PID         -  FB3225
 FB3225  STATE/COUNTY-  NC/BUNCOMBE
 FB3225  USGS QUAD   -  ASHEVILLE (1991)
 FB3225
 FB3225                         *CURRENT SURVEY CONTROL
 FB3225  ___________________________________________________________________
 FB3225* NAD 83(2001)-  35 30 58.38832(N)    082 36 14.66072(W)     ADJUSTED  
 FB3225* NAVD 88     -       645.5    (meters)    2118.     (feet)  VERTCON   
 FB3225  ___________________________________________________________________
 FB3225  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 FB3225  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 FB3225  HORZ ORDER  -  SECOND
 FB3225
 FB3225.The horizontal coordinates were established by classical geodetic methods
 FB3225.and adjusted by the National Geodetic Survey in August 2005.
 FB3225
 FB3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3225
 FB3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3225
 FB3225.The geoid height was determined by GEOID03.
 FB3225
 FB3225;                    North         East     Units Scale Factor Converg.
 FB3225;SPC NC       -   201,860.966   282,781.658   MT  0.99988321   -2 04 48.6
 FB3225;SPC NC       -   662,272.19    927,759.49   sFT  0.99988321   -2 04 48.6
 FB3225;UTM  17      - 3,931,475.255   354,544.719   MT  0.99986073   -0 55 55.3
 FB3225
 FB3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3225!SPC NC       -   0.99990335  x   0.99988321  =   0.99978657
 FB3225!UTM  17      -   0.99990335  x   0.99986073  =   0.99976409
 FB3225
 FB3225|---------------------------------------------------------------------|
 FB3225| PID    Reference Object                     Distance      Geod. Az  |
 FB3225|                                                           dddmmss.s |
 FB3225| FB3221 ICE                                 378.491 METERS 14629     |
 FB3225| FB3226 DEERWOOD                            384.954 METERS 33404     |
 FB3225|---------------------------------------------------------------------|
 FB3225
 FB3225                          SUPERSEDED SURVEY CONTROL
 FB3225
 FB3225  NAD 83(1995)-  35 30 58.38796(N)    082 36 14.66181(W) AD(       ) 2
 FB3225  NAD 83(1986)-  35 30 58.39398(N)    082 36 14.65998(W) AD(       ) 2
 FB3225  NAD 27      -  35 30 57.99183(N)    082 36 15.20793(W) AD(       ) 2
 FB3225  NGVD 29 (07/19/86)  645.6    (m)         2118.     (f) VERT ANG    3  
 FB3225
 FB3225.Superseded values are not recommended for survey control.
 FB3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3225.See file dsdata.txt to determine how the superseded data were derived.
 FB3225
 FB3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5454531475(NAD 83)
 FB3225_MARKER: DE = TRAVERSE STATION DISK
 FB3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3225_STAMPING: ANN 1973
 FB3225_MARK LOGO: NCGS  
 FB3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3225+STABILITY: SURFACE MOTION
 FB3225
 FB3225  HISTORY     - Date     Condition        Report By
 FB3225  HISTORY     - 1973     MONUMENTED       NCGS
 FB3225  HISTORY     - 1981     GOOD             NCGS
 FB3225  HISTORY     - 19981214 SEE DESCRIPTION  NCGS
 FB3225
 FB3225                          STATION DESCRIPTION
 FB3225
 FB3225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3225'ANN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3225'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3225'
 FB3225'ANN IS LOCATED APPROXIMATELY 6.2 MILES SSW OF ASHEVILLE, AND 3.6
 FB3225'MILES SOUTHEAST OF ENKA.  TO REACH STATION FROM THE NC 191
 FB3225'OVERPASS OF I-26, PROCEED SOUTH ALONG NC 191 FOR 1.3 MILES TO
 FB3225'STATION ON RIGHT BESIDE A POWER POLE WITH FOUR TRANSFORMERS, AND
 FB3225'0.25 MILE SOUTH OF INTERSECTION WITH SR 3477.
 FB3225'
 FB3225'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3225'ANN 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB3225'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB3225'
 FB3225'MARK IS 23.9 FT WSW OF C/L OF NC 191
 FB3225'
 FB3225'159.0 FT SSE OF C/L OF CONCRETE DRIVEWAY
 FB3225'
 FB3225'21.6 FT ENE OF PP WITH 4 TRANSFORMERS AND WITH ALUMINUM REF. TAG
 FB3225'
 FB3225'42.7 FT ENE OF WOVEN WIRE FENCE
 FB3225'
 FB3225'142.7 FT NNW OF PP WITH ALUMINUM REF. TAG
 FB3225
 FB3225                          STATION RECOVERY (1981)
 FB3225
 FB3225'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3225'THE STATION WAS RECOVERED AT THIS DATE.
 FB3225'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3225'
 FB3225'THE DRIVE IS GRAVEL, NOT CONCRETE.
 FB3225
 FB3225                          STATION RECOVERY (1998)
 FB3225
 FB3225'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FB3225'NOT FOUND, ONLY REMAINING REFERENCE IS THE CENTERLINE OF NC-191,
 FB3225'PROBABLY DESTROYED, DID EDM SEARCH FROM STATION DEERWOOD (12/15/98) .
 FB3225'HOLE FOUND IN STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3400 ***********************************************************************
 EZ3400  DESIGNATION -  ANN
 EZ3400  PID         -  EZ3400
 EZ3400  STATE/COUNTY-  NC/LEE
 EZ3400  USGS QUAD   -  SANFORD (1981)
 EZ3400
 EZ3400                         *CURRENT SURVEY CONTROL
 EZ3400  ___________________________________________________________________
 EZ3400* NAD 83(2001)-  35 27 52.48282(N)    079 07 30.37567(W)     ADJUSTED  
 EZ3400* NAVD 88     -       139.2    (meters)     457.     (feet)  VERTCON   
 EZ3400  ___________________________________________________________________
 EZ3400  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 EZ3400  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EZ3400  HORZ ORDER  -  SECOND
 EZ3400
 EZ3400.The horizontal coordinates were established by classical geodetic methods
 EZ3400.and adjusted by the National Geodetic Survey in August 2005.
 EZ3400
 EZ3400.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3400
 EZ3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3400
 EZ3400.The geoid height was determined by GEOID03.
 EZ3400
 EZ3400;                    North         East     Units Scale Factor Converg.
 EZ3400;SPC NC       -   190,205.960   598,246.969   MT  0.99987946   -0 04 19.9
 EZ3400;SPC NC       -   624,034.05  1,962,748.60   sFT  0.99987946   -0 04 19.9
 EZ3400;UTM  17      - 3,926,180.366   670,124.722   MT  0.99995668   +1 05 17.1
 EZ3400
 EZ3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3400!SPC NC       -   0.99998314  x   0.99987946  =   0.99986260
 EZ3400!UTM  17      -   0.99998314  x   0.99995668  =   0.99993982
 EZ3400
 EZ3400                          SUPERSEDED SURVEY CONTROL
 EZ3400
 EZ3400  NAD 83(1986)-  35 27 52.48692(N)    079 07 30.37859(W) AD(       ) 2
 EZ3400  NAD 27      -  35 27 51.92350(N)    079 07 31.29825(W) AD(       ) 2
 EZ3400  NGVD 29 (07/19/86)  139.4    (m)          457.     (f) VERT ANG    3  
 EZ3400
 EZ3400.Superseded values are not recommended for survey control.
 EZ3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3400.See file dsdata.txt to determine how the superseded data were derived.
 EZ3400
 EZ3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7012526180(NAD 83)
 EZ3400_MARKER: DE = TRAVERSE STATION DISK
 EZ3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3400_STAMPING: ANN 1970
 EZ3400_MARK LOGO: NCGS  
 EZ3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3400+STABILITY: SURFACE MOTION
 EZ3400
 EZ3400  HISTORY     - Date     Condition        Report By
 EZ3400  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3400
 EZ3400                          STATION DESCRIPTION
 EZ3400
 EZ3400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3400'ANN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3400'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3400'
 EZ3400'ANN IS LOCATED APPROXIMATELY 2.2 MILES EAST OF SANFORD.  TO REACH
 EZ3400'STATION PROCEED FROM THE INTERSECTION OF US 421 AND NC 42 GOING EAST
 EZ3400'WITH NC 87 SOUTH AND NC 78 WEST IN THE SUBURB OF SANFORD KNOWN AS
 EZ3400'JONESBORO, GO EAST ON US 421 AND NC 42 FOR 0.9 MILE TO SR 1523,
 EZ3400'TURN LEFT (N) ON SR 1523 AND GO 0.15 MILE TO STATION ON THE LEFT,
 EZ3400'APPROXIMATELY 30 FEET SOUTH FROM CENTER OF DRIVEWAY TO THE
 EZ3400'KELLYS ON THE EAST SIDE OF HIGHWAY, AND 0.15 MILE SOUTH OF SR
 EZ3400'1525.
 EZ3400'
 EZ3400'STATION MARK IS A N.C. BRASS TRAVERSE DISK, STAMPED ANN 1970, SET IN
 EZ3400'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EZ3400'SURFACE OF THE GROUND.
 EZ3400'
 EZ3400'MARK IS--
 EZ3400'30.1 FEET NW OF C/L OF SR 1523.
 EZ3400'20.5 FEET SW OF ALUMINUM REF. TAG ON PP ON N SIDE OF SR 1525.
 EZ3400'2.5 FEET E OF END OF GUY WIRE.
 EZ3400'68.0 FEET WNW OF ALUMINUM REF. TAG ON 24 INCH PINE TREE.
 EZ3400'90.3 FEET W OF ALUMINUM REF. TAG ON SERVICE PP IN NW CORNER OF
 EZ3400'YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4724 ***********************************************************************
 EZ4724  DESIGNATION -  ANN
 EZ4724  PID         -  EZ4724
 EZ4724  STATE/COUNTY-  NC/HARNETT
 EZ4724  USGS QUAD   -  ERWIN (1981)
 EZ4724
 EZ4724                         *CURRENT SURVEY CONTROL
 EZ4724  ___________________________________________________________________
 EZ4724* NAD 83(2001)-  35 15 15.65820(N)    078 37 33.07017(W)     ADJUSTED  
 EZ4724* NAVD 88     -        53.8    (meters)     177.     (feet)  VERTCON   
 EZ4724  ___________________________________________________________________
 EZ4724  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EZ4724  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 EZ4724  HORZ ORDER  -  SECOND
 EZ4724
 EZ4724.The horizontal coordinates were established by classical geodetic methods
 EZ4724.and adjusted by the National Geodetic Survey in August 2005.
 EZ4724
 EZ4724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4724
 EZ4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4724
 EZ4724.The geoid height was determined by GEOID03.
 EZ4724
 EZ4724;                    North         East     Units Scale Factor Converg.
 EZ4724;SPC NC       -   166,941.561   643,645.986   MT  0.99987259   +0 12 57.4
 EZ4724;SPC NC       -   547,707.44  2,111,695.21   sFT  0.99987259   +0 12 57.4
 EZ4724;UTM  17      - 3,903,833.934   715,993.134   MT  1.00017498   +1 22 15.3
 EZ4724
 EZ4724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4724!SPC NC       -   0.99999686  x   0.99987259  =   0.99986945
 EZ4724!UTM  17      -   0.99999686  x   1.00017498  =   1.00017184
 EZ4724
 EZ4724:                Primary Azimuth Mark                     Grid Az
 EZ4724:SPC NC       -  LONG                                     023 18 01.0
 EZ4724:UTM  17      -  LONG                                     022 08 43.1
 EZ4724
 EZ4724|---------------------------------------------------------------------|
 EZ4724| PID    Reference Object                     Distance      Geod. Az  |
 EZ4724|                                                           dddmmss.s |
 EZ4724| EZ4700 LONG                                APPROX. 2.0 KM 0233058.4 |
 EZ4724|---------------------------------------------------------------------|
 EZ4724
 EZ4724                          SUPERSEDED SURVEY CONTROL
 EZ4724
 EZ4724  NAD 83(1986)-  35 15 15.66254(N)    078 37 33.08106(W) AD(       ) 2
 EZ4724  NAD 27      -  35 15 15.07698(N)    078 37 34.01772(W) AD(       ) 2
 EZ4724  NGVD 29 (07/19/86)   54.1    (m)          177.     (f) VERT ANG    3  
 EZ4724
 EZ4724.Superseded values are not recommended for survey control.
 EZ4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4724.See file dsdata.txt to determine how the superseded data were derived.
 EZ4724
 EZ4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1599303834(NAD 83)
 EZ4724_MARKER: DE = TRAVERSE STATION DISK
 EZ4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4724_STAMPING: ANN 1965
 EZ4724_MARK LOGO: NCGS  
 EZ4724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4724+STABILITY: SURFACE MOTION
 EZ4724
 EZ4724  HISTORY     - Date     Condition        Report By
 EZ4724  HISTORY     - 1965     MONUMENTED       NCGS
 EZ4724  HISTORY     - 1982     GOOD             LOCSUR
 EZ4724
 EZ4724                          STATION DESCRIPTION
 EZ4724
 EZ4724'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4724'ANN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4724'THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ4724'
 EZ4724'ANN IS 3.7 MILES SSW OF DUNN.  LOCATED 3.25 MILES SSW ALONG
 EZ4724'I 95 FROM U.S. 421.  1.2 MILES SSW OF LONG BRANCH RD. (SR
 EZ4724'1002).  0.5 MILES NNE OF HARNETT AND CUMBERLAND COUNTY LINE.  AND
 EZ4724'AT NE END OF BRIDGE OF SR 1811 AND I 95.
 EZ4724'
 EZ4724'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4724'ANN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4724'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4724'
 EZ4724'MARK IS
 EZ4724'
 EZ4724'18.3 FT N OF C/L OF SR 1811
 EZ4724'
 EZ4724'13.7 FT W OF NE BRIDGE ABUTMENT
 EZ4724'
 EZ4724'46.6 FT NE OF SE BRIDGE ABUTMENT
 EZ4724'
 EZ4724'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4724
 EZ4724                          STATION RECOVERY (1982)
 EZ4724
 EZ4724'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (ARM)
 EZ4724'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1683 ***********************************************************************
 FZ1683  DESIGNATION -  ANN
 FZ1683  PID         -  FZ1683
 FZ1683  STATE/COUNTY-  NC/YADKIN
 FZ1683  USGS QUAD   -  PINNACLE (1987)
 FZ1683
 FZ1683                         *CURRENT SURVEY CONTROL
 FZ1683  ___________________________________________________________________
 FZ1683* NAD 83(2001)-  36 15 24.57329(N)    080 28 40.19760(W)     ADJUSTED  
 FZ1683* NAVD 88     -       275.     (meters)     902.     (feet)  VERTCON   
 FZ1683  ___________________________________________________________________
 FZ1683  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 FZ1683  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FZ1683  HORZ ORDER  -  SECOND
 FZ1683
 FZ1683.The horizontal coordinates were established by classical geodetic methods
 FZ1683.and adjusted by the National Geodetic Survey in August 2005.
 FZ1683
 FZ1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1683
 FZ1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1683
 FZ1683.The geoid height was determined by GEOID03.
 FZ1683
 FZ1683;                    North         East     Units Scale Factor Converg.
 FZ1683;SPC NC       -   279,086.802   476,789.154   MT  1.00002641   -0 51 10.7
 FZ1683;SPC NC       -   915,637.28  1,564,265.75   sFT  1.00002641   -0 51 10.7
 FZ1683;UTM  17      - 4,012,561.229   546,908.831   MT  0.99962711   +0 18 31.7
 FZ1683
 FZ1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1683!SPC NC       -   0.99996213  x   1.00002641  =   0.99998854
 FZ1683!UTM  17      -   0.99996213  x   0.99962711  =   0.99958925
 FZ1683
 FZ1683|---------------------------------------------------------------------|
 FZ1683| PID    Reference Object                     Distance      Geod. Az  |
 FZ1683|                                                           dddmmss.s |
 FZ1683| FZ1685 BOWEN                               248.491 METERS 15404     |
 FZ1683| FZ1684 ARLENE                              APPROX. 1.6 KM 2665420.2 |
 FZ1683| FZ1705 WB 12                               166.063 METERS 35959     |
 FZ1683|---------------------------------------------------------------------|
 FZ1683
 FZ1683                          SUPERSEDED SURVEY CONTROL
 FZ1683
 FZ1683  NAD 83(1993)-  36 15 24.57954(N)    080 28 40.20764(W) AD(       ) 2
 FZ1683  NAD 83(1986)-  36 15 24.58190(N)    080 28 40.20666(W) AD(       ) 2
 FZ1683  NAD 27      -  36 15 24.07617(N)    080 28 41.00326(W) AD(       ) 2
 FZ1683  NGVD 29 (07/19/86)  275.     (m)          902.     (f) VERT ANG    3  
 FZ1683
 FZ1683.Superseded values are not recommended for survey control.
 FZ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1683.See file dsdata.txt to determine how the superseded data were derived.
 FZ1683
 FZ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4690912561(NAD 83)
 FZ1683_MARKER: DE = TRAVERSE STATION DISK
 FZ1683_SETTING: 0 = UNSPECIFIED SETTING
 FZ1683_STAMPING: ANN 1969
 FZ1683_MARK LOGO: NCGS  
 FZ1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1683
 FZ1683  HISTORY     - Date     Condition        Report By
 FZ1683  HISTORY     - 1969     MONUMENTED       NCGS
 FZ1683
 FZ1683                          STATION DESCRIPTION
 FZ1683
 FZ1683'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ1683'ANN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1683'THE VICINITY OF PILOT MOUNTAIN, NORTH CAROLINA.
 FZ1683'
 FZ1683'ANN IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF SHOALS AND
 FZ1683'3.4 MILES NORTHEAST OF EAST BEND.  TO REACH STATION PROCEED
 FZ1683'FROM THE INTERSECTION OF NC 67 BUS. AND SR 1550 (UNION HILL
 FZ1683'RD.) IN EAST BEND IN NORTHEAST YADKIN COUNTY.  GO NORTH ON SR
 FZ1683'1550 FOR 1.8 MILES TO INTERSECTION OF SR 1550 AND SR 1552,
 FZ1683'CONTINUE ON SR 1552 FOR 0.6 MILE TO UNION HILL METHODIST
 FZ1683'CHURCH AND END OF PAVEMENT, CONTINUE ON SR 1552 (GRAVEL ROAD)
 FZ1683'0.95 MILE TO DIM ROAD TO LEFT, TAKE DIM ROAD AND PROCEED ALONG
 FZ1683'EDGE OF FIELDS FOR 0.2 MILE TO STATION ON LEFT, IN FIELD.
 FZ1683'
 FZ1683'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C. BRASS
 FZ1683'TRAVERSE DISK SET IN THE TOP, STAMPED ANN 1969, WHICH IS 14
 FZ1683'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1683'
 FZ1683'MARK IS
 FZ1683'
 FZ1683'36.3 FT W OF C/L OF DIM ROAD
 FZ1683'
 FZ1683'64.9 FT ESE OF 14 INCH YELLOW POPLAR WITH ALUMINUM REF. TAG
 FZ1683'
 FZ1683'58.9 FT ESE OF 16 INCH SHAGBARK HICKORY WITH ALUMINUM REF. TAG
 FZ1683'
 FZ1683'68.5 FT E OF 14 INCH YELLOW POPLAR TREE
 FZ1683'
 FZ1683'64.4 FT NE OF 10 INCH YELLOW POPLAR WITH ALUMINUM REF. TAG
 FZ1683'
 FZ1683'147.5 FT SSW OF 16 INCH TWIN BUTTERNUT HICKORY WITH ALUMINUM
 FZ1683'REF. TAG
 FZ1683'
 FZ1683'152.5 FT S OF 10 INCH BUTTERNUT HICKORY WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4205 ***********************************************************************
 EY4205  DESIGNATION -  ANN
 EY4205  PID         -  EY4205
 EY4205  STATE/COUNTY-  NC/CRAVEN
 EY4205  USGS QUAD   -  VANCEBORO (1983)
 EY4205
 EY4205                         *CURRENT SURVEY CONTROL
 EY4205  ___________________________________________________________________
 EY4205* NAD 83(2001)-  35 19 09.47034(N)    077 08 40.72336(W)     ADJUSTED  
 EY4205* NAVD 88     -        10.30   (+/-2cm)      33.8    (feet)  VERTCON   
 EY4205  ___________________________________________________________________
 EY4205  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 EY4205  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY4205  HORZ ORDER  -  SECOND
 EY4205  VERT ORDER  -  THIRD ? (See Below)
 EY4205
 EY4205.The horizontal coordinates were established by classical geodetic methods
 EY4205.and adjusted by the National Geodetic Survey in August 2005.
 EY4205
 EY4205.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4205.The vertical order pertains to the NGVD 29 superseded value.
 EY4205
 EY4205.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4205
 EY4205.The geoid height was determined by GEOID03.
 EY4205
 EY4205;                    North         East     Units Scale Factor Converg.
 EY4205;SPC NC       -   175,658.535   778,281.384   MT  0.99987328   +1 04 15.1
 EY4205;SPC NC       -   576,306.38  2,553,411.51   sFT  0.99987328   +1 04 15.1
 EY4205;UTM  18      - 3,910,562.858   305,045.595   MT  1.00006841   -1 14 25.0
 EY4205
 EY4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4205!SPC NC       -   1.00000415  x   0.99987328  =   0.99987743
 EY4205!UTM  18      -   1.00000415  x   1.00006841  =   1.00007256
 EY4205
 EY4205                          SUPERSEDED SURVEY CONTROL
 EY4205
 EY4205  NAD 83(1986)-  35 19 09.48007(N)    077 08 40.73311(W) AD(       ) 2
 EY4205  NGVD 29 (10/26/90)   10.64   (m)           34.9    (f) LEVELING    3  
 EY4205
 EY4205.Superseded values are not recommended for survey control.
 EY4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4205.See file dsdata.txt to determine how the superseded data were derived.
 EY4205
 EY4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0504610563(NAD 83)
 EY4205_MARKER: DE = TRAVERSE STATION DISK
 EY4205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4205_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4205+STABILITY: SURFACE MOTION
 EY4205
 EY4205  HISTORY     - Date     Condition        Report By
 EY4205  HISTORY     - 1979     MONUMENTED       NCGS
 EY4205
 EY4205                          STATION DESCRIPTION
 EY4205
 EY4205'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4205'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH-NORTHEAST OF
 EY4205'VANCEBORO.
 EY4205'
 EY4205'TO REACH STATION FROM INTERSECTION OF US 17 BYPASS WITH US 17 BUSINESS
 EY4205'NORTH OF VANCEBORO, PROCEED SOUTHERLY ALONG US 17 BYPASS FOR 1.05
 EY4205'MILES TO SR 1638 AND STATION IN THE SOUTHWEST QUADRANT.
 EY4205'
 EY4205'STATION MARK IS A STANDARD DISK STAMPED---ANN 1979---SET IN TOP OF A
 EY4205'10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE. THE
 EY4205'MARK IS 56.7 FEET WEST-SOUTHWEST OF CENTERLINE OF US 17, 22.6 FEET
 EY4205'SOUTH-SOUTHEAST OF WEST END OF CONCRETE ISLAND, 38.6 FEET SOUTHWEST
 EY4205'OF EAST END OF CONCRETE ISLAND, 13.5 FEET NORTH OF POWER POLE WITH
 EY4205'REFERENCE TAG AND 76.1 FEET EAST-SOUTHEAST OF POWER POLE WITH
 EY4205'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4640 ***********************************************************************
 FA4640  DESIGNATION -  ANN
 FA4640  PID         -  FA4640
 FA4640  STATE/COUNTY-  NC/DAVIDSON
 FA4640  USGS QUAD   -  DENTON (1980)
 FA4640
 FA4640                         *CURRENT SURVEY CONTROL
 FA4640  ___________________________________________________________________
 FA4640* NAD 83(2001)-  35 42 24.08922(N)    080 05 59.85360(W)     ADJUSTED  
 FA4640* NAVD 88     -       226.9    (meters)     744.     (feet)  VERTCON   
 FA4640  ___________________________________________________________________
 FA4640  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 FA4640  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FA4640  HORZ ORDER  -  SECOND
 FA4640
 FA4640.The horizontal coordinates were established by classical geodetic methods
 FA4640.and adjusted by the National Geodetic Survey in August 2005.
 FA4640
 FA4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4640
 FA4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4640
 FA4640.The geoid height was determined by GEOID03.
 FA4640
 FA4640;                    North         East     Units Scale Factor Converg.
 FA4640;SPC NC       -   217,610.036   510,070.476   MT  0.99990403   -0 38 05.5
 FA4640;SPC NC       -   713,942.26  1,673,456.22   sFT  0.99990403   -0 38 05.5
 FA4640;UTM  17      - 3,951,790.292   581,418.916   MT  0.99968169   +0 31 31.2
 FA4640
 FA4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4640!SPC NC       -   0.99996917  x   0.99990403  =   0.99987320
 FA4640!UTM  17      -   0.99996917  x   0.99968169  =   0.99965087
 FA4640
 FA4640                          SUPERSEDED SURVEY CONTROL
 FA4640
 FA4640  NAD 83(1986)-  35 42 24.09669(N)    080 05 59.86122(W) AD(       ) 2
 FA4640  NGVD 29 (02/28/92)  227.1    (m)          745.     (f) VERT ANG    3  
 FA4640
 FA4640.Superseded values are not recommended for survey control.
 FA4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4640.See file dsdata.txt to determine how the superseded data were derived.
 FA4640
 FA4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8141951790(NAD 83)
 FA4640_MARKER: DE = TRAVERSE STATION DISK
 FA4640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4640+STABILITY: SURFACE MOTION
 FA4640
 FA4640  HISTORY     - Date     Condition        Report By
 FA4640  HISTORY     - 1983     MONUMENTED       NCGS
 FA4640
 FA4640                          STATION DESCRIPTION
 FA4640
 FA4640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4640'THE STATION IS LOCATED ABOUT 5.1 MI NORTH OF DENTON.
 FA4640'
 FA4640'ALONG NC 109 FOR 4.6 MI SOUTH FROM THE OVERPASS OF US 64, OR 0.35
 FA4640'MI SOUTH FROM THE INTERSECTION WITH SR 2318 (CID RD), IN THE
 FA4640'SHOULDER AT THE HEADWALL OF A HIGHWAY CULVERT.
 FA4640'
 FA4640'THE STATION IS A STANDARD NCGS DISK STAMPED---ANN 1983---, SET INTO
 FA4640'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER RECESSED
 FA4640'5 INCHES BELOW GROUND.  LOCATED 25 FT WEST OF THE CENTERLINE OF THE
 FA4640'HIGHWAY, 25.7 FT NORTHEAST OF THE SOUTH END OF THE WEST HEADWALL,
 FA4640'20.5 FT EAST-NORTHEAST OF THE NORTH END OF THE HEADWALL--AND 53.8
 FA4640'FT EAST OF A 15-INCH OAK, 80.5 FT SOUTH-SOUTHEAST OF A 10-INCH
 FA4640'PINE, AND 53.2 FT SOUTHEAST OF A 4-INCH MAPLE--ALL THREE WITH
 FA4640'REFERENCE TAGS.
 FA4640'
 FA4640'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1927 ***********************************************************************
 AE1927  DESIGNATION -  ANN
 AE1927  PID         -  AE1927
 AE1927  STATE/COUNTY-  NC/ROWAN
 AE1927  USGS QUAD   -  SALISBURY (1987)
 AE1927
 AE1927                         *CURRENT SURVEY CONTROL
 AE1927  ___________________________________________________________________
 AE1927* NAD 83(2001)-  35 38 47.27156(N)    080 27 16.46207(W)     ADJUSTED  
 AE1927* NAVD 88     -       230.425  (meters)     755.99   (feet)  ADJUSTED  
 AE1927  ___________________________________________________________________
 AE1927  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 AE1927  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 AE1927  DYNAMIC HT  -         230.220 (meters)     755.31  (feet)  COMP
 AE1927  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 AE1927
 AE1927  HORZ ORDER  -  SECOND
 AE1927  VERT ORDER  -  SECOND    CLASS I
 AE1927
 AE1927.The horizontal coordinates were established by classical geodetic methods
 AE1927.and adjusted by the National Geodetic Survey in August 2005.
 AE1927
 AE1927.The orthometric height was determined by differential leveling
 AE1927.and adjusted in September 1997.
 AE1927
 AE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1927
 AE1927.The geoid height was determined by GEOID03.
 AE1927
 AE1927.The dynamic height is computed by dividing the NAVD 88
 AE1927.geopotential number by the normal gravity value computed on the
 AE1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1927.degrees latitude (g = 980.6199 gals.).
 AE1927
 AE1927.The modeled gravity was interpolated from observed gravity values.
 AE1927
 AE1927;                    North         East     Units Scale Factor Converg.
 AE1927;SPC NC       -   211,341.892   477,887.094   MT  0.99989625   -0 50 22.3
 AE1927;SPC NC       -   693,377.52  1,567,867.91   sFT  0.99989625   -0 50 22.3
 AE1927;UTM  17      - 3,944,874.304   549,376.768   MT  0.99963004   +0 19 04.3
 AE1927
 AE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1927!SPC NC       -   0.99996870  x   0.99989625  =   0.99986496
 AE1927!UTM  17      -   0.99996870  x   0.99963004  =   0.99959876
 AE1927
 AE1927                          SUPERSEDED SURVEY CONTROL
 AE1927
 AE1927  NAD 83(1986)-  35 38 47.28154(N)    080 27 16.46883(W) AD(       ) 2
 AE1927  NGVD 29 (02/02/98)  230.65   (m)          756.7    (f) LEVELING    3  
 AE1927
 AE1927.Superseded values are not recommended for survey control.
 AE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1927.See file dsdata.txt to determine how the superseded data were derived.
 AE1927
 AE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4937744874(NAD 83)
 AE1927_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1927_STAMPING: ANN 1988
 AE1927_MARK LOGO: NCGS  
 AE1927_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1927+STABILITY: SURFACE MOTION
 AE1927
 AE1927  HISTORY     - Date     Condition        Report By
 AE1927  HISTORY     - 1988     MONUMENTED       NCGS
 AE1927
 AE1927                          STATION DESCRIPTION
 AE1927
 AE1927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE1927'STATION IS LOCATED IN SOUTHEAST SALISBURY. ALONG US 52 (EAST INNES
 AE1927'STREET) FOR 1.37 KM (0.85 MI) SOUTH FROM THE I-85 OVERPASS, AND JUST
 AE1927'NORTH OF ANN STREET, ON WEST SIDE OF HIGHWAY. MARK IS ABOUT LEVEL WITH
 AE1927'THE HIGHWAY AND FLUSH WITH GROUND.  LOCATED 8.97 M (29.43 FT)
 AE1927'WEST-SOUTHWEST OF THE CENTERLINE OF US 52, 66.14 M (216.99 FT)
 AE1927'NORTH-NORTHWEST OF THE CENTERLINE OF ANN DRIVE, 26.88 M (88.19 FT)
 AE1927'EAST OF THE SOUTHEAST CORNER 1-STORY BRICK HOUSE OF BILL LEONARDS, 3.4
 AE1927'M (11.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A CONCRETE
 AE1927'DRIVEWAY--AND 1.8 M (5.9 FT) NORTH-NORTHEAST OF POWER POLE NO A9,
 AE1927'30.67 M (100.62 FT) SOUTH-SOUTHEAST OF A POWER POLE--BOTH WITH
 AE1927'TRANSFORMERS AND REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5971 ***********************************************************************
 DF5971  DESIGNATION -  ANN
 DF5971  PID         -  DF5971
 DF5971  STATE/COUNTY-  NC/WAKE
 DF5971  USGS QUAD   -  RALEIGH WEST (1988)
 DF5971
 DF5971                         *CURRENT SURVEY CONTROL
 DF5971  ___________________________________________________________________
 DF5971* NAD 83(2007)-  35 46 14.27262(N)    078 37 35.06743(W)     ADJUSTED  
 DF5971* NAVD 88     -        88.3    (meters)     290.     (feet)  GPS OBS   
 DF5971  ___________________________________________________________________
 DF5971  EPOCH DATE  -        2002.00
 DF5971  X           -   1,021,714.178 (meters)                     COMP
 DF5971  Y           -  -5,079,218.714 (meters)                     COMP
 DF5971  Z           -   3,707,604.603 (meters)                     COMP
 DF5971  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 DF5971  ELLIP HEIGHT-          55.303 (meters)          (02/10/07) ADJUSTED
 DF5971  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DF5971
 DF5971  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5971  Type    PID    Designation                      North   East  Ellip
 DF5971  -------------------------------------------------------------------
 DF5971  NETWORK DF5971 ANN                               0.51   0.41   0.90
 DF5971  -------------------------------------------------------------------
 DF5971
 DF5971.The horizontal coordinates were established by GPS observations
 DF5971.and adjusted by the National Geodetic Survey in February 2007.
 DF5971
 DF5971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5971.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5971.The horizontal coordinates are valid at the epoch date displayed above.
 DF5971.The epoch date for horizontal control is a decimal equivalence
 DF5971.of Year/Month/Day.
 DF5971
 DF5971.The orthometric height was determined by GPS observations and a
 DF5971.high-resolution geoid model.
 DF5971
 DF5971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5971
 DF5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5971
 DF5971.The ellipsoidal height was determined by GPS observations
 DF5971.and is referenced to NAD 83.
 DF5971
 DF5971.The geoid height was determined by GEOID03.
 DF5971
 DF5971;                    North         East     Units Scale Factor Converg.
 DF5971;SPC NC       -   224,215.911   643,379.956   MT  0.99991350   +0 12 56.3
 DF5971;SPC NC       -   735,615.03  2,110,822.41   sFT  0.99991350   +0 12 56.3
 DF5971;UTM  17      - 3,961,107.382   714,563.594   MT  1.00016733   +1 23 16.8
 DF5971
 DF5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5971!SPC NC       -   0.99999132  x   0.99991350  =   0.99990482
 DF5971!UTM  17      -   0.99999132  x   1.00016733  =   1.00015865
 DF5971
 DF5971|---------------------------------------------------------------------|
 DF5971| PID    Reference Object                     Distance      Geod. Az  |
 DF5971|                                                           dddmmss.s |
 DF5971| DF5970 RITA                                 82.582 METERS 14549     |
 DF5971|---------------------------------------------------------------------|
 DF5971
 DF5971                          SUPERSEDED SURVEY CONTROL
 DF5971
 DF5971  NAD 83(2001)-  35 46 14.27300(N)    078 37 35.06739(W) AD(       ) 1
 DF5971  ELLIP H (06/09/03)   55.312  (m)                       GP(       ) 4 1
 DF5971  NAD 83(1986)-  35 46 14.27661(N)    078 37 35.07784(W) AD(       ) 1
 DF5971
 DF5971.Superseded values are not recommended for survey control.
 DF5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5971.See file dsdata.txt to determine how the superseded data were derived.
 DF5971
 DF5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1456461107(NAD 83)
 DF5971_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5971_STAMPING: ANN 1999
 DF5971_MARK LOGO: NCGS  
 DF5971_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5971+STABILITY: SURFACE MOTION
 DF5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5971+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 DF5971
 DF5971  HISTORY     - Date     Condition        Report By
 DF5971  HISTORY     - 1999     MONUMENTED       NCGS
 DF5971  HISTORY     - 20040731 GOOD             USPSQD
 DF5971  HISTORY     - 20050917 GOOD             USPSQD
 DF5971  HISTORY     - 20051020 GOOD             USPSQD
 DF5971
 DF5971                          STATION DESCRIPTION
 DF5971
 DF5971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 DF5971'STATION IS LOCATED IN RALEIGH, AT LIGON GT MIDDLE SCHOOL, IN SOUTHWEST
 DF5971'QUADRANT OF LENIOR AND CHURCH STREET.
 DF5971'STATION IS NEAR THE CENTER OF THE COURTYARD ON THE NORTH SIDE OF THE
 DF5971'GYMNASIUM BUILDING.
 DF5971'MARK IS ABOUT 4-FT LOWER THAN THE COVERED SIDEWALK AND FLUSH WITH
 DF5971'GROUND. LOCATED 194 FT (59.1 M) WEST OF THE CENTERLINE OF CHURCH
 DF5971'STREET, 33.3 FT (10.1 M) EAST OF THE EASTERN EDGE OF THE COVERED
 DF5971'SIDEWALK, 37.8 FT (11.5 M) NORTH OF THE FACE OF THE GYM BUILDING AND
 DF5971'32.4 FT (9.9 M) WEST-NORTHWEST OF A CATCH BASIN.
 DF5971
 DF5971                          STATION RECOVERY (2004)
 DF5971
 DF5971'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 DF5971'RECOVERED IN GOOD CONDITION.
 DF5971
 DF5971                          STATION RECOVERY (2005)
 DF5971
 DF5971'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DF5971'RECOVERED IN GOOD CONDITION.
 DF5971
 DF5971                          STATION RECOVERY (2005)
 DF5971
 DF5971'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DF5971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3795 ***********************************************************************
 FB3795  DESIGNATION -  ANNA
 FB3795  PID         -  FB3795
 FB3795  STATE/COUNTY-  NC/MITCHELL
 FB3795  USGS QUAD   -  SPRUCE PINE (1994)
 FB3795
 FB3795                         *CURRENT SURVEY CONTROL
 FB3795  ___________________________________________________________________
 FB3795* NAD 83(2001)-  35 57 06.15185(N)    082 06 30.26809(W)     ADJUSTED  
 FB3795* NAVD 88     -       790.7    (meters)    2594.     (feet)  VERTCON   
 FB3795  ___________________________________________________________________
 FB3795  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FB3795  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FB3795  HORZ ORDER  -  SECOND
 FB3795
 FB3795.The horizontal coordinates were established by classical geodetic methods
 FB3795.and adjusted by the National Geodetic Survey in August 2005.
 FB3795
 FB3795.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3795
 FB3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3795
 FB3795.The geoid height was determined by GEOID03.
 FB3795
 FB3795;                    North         East     Units Scale Factor Converg.
 FB3795;SPC NC       -   248,632.658   329,225.599   MT  0.99994709   -1 47 38.7
 FB3795;SPC NC       -   815,722.31  1,080,134.32   sFT  0.99994709   -1 47 38.7
 FB3795;UTM  17      - 3,979,159.986   400,039.016   MT  0.99972312   -0 39 02.9
 FB3795
 FB3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3795!SPC NC       -   0.99988072  x   0.99994709  =   0.99982781
 FB3795!UTM  17      -   0.99988072  x   0.99972312  =   0.99960387
 FB3795
 FB3795                          SUPERSEDED SURVEY CONTROL
 FB3795
 FB3795  NAD 83(1995)-  35 57 06.15186(N)    082 06 30.26968(W) AD(       ) 2
 FB3795  NAD 83(1986)-  35 57 06.15957(N)    082 06 30.27535(W) AD(       ) 2
 FB3795  NGVD 29 (02/22/93)  790.8    (m)         2594.     (f) VERT ANG    3  
 FB3795
 FB3795.Superseded values are not recommended for survey control.
 FB3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3795.See file dsdata.txt to determine how the superseded data were derived.
 FB3795
 FB3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0003979160(NAD 83)
 FB3795_MARKER: DE = TRAVERSE STATION DISK
 FB3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3795_SP_SET: CONCRETE POST
 FB3795_STAMPING: ANNA 1982
 FB3795_MARK LOGO: NCGS  
 FB3795_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3795+STABILITY: SURFACE MOTION
 FB3795
 FB3795  HISTORY     - Date     Condition        Report By
 FB3795  HISTORY     - 1982     MONUMENTED       NCGS
 FB3795
 FB3795                          STATION DESCRIPTION
 FB3795
 FB3795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3795'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF LEDGER AND
 FB3795'5.2 KM (3.2 MI) NORTHWEST OF SPRUCE PINE.
 FB3795'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND US 19 EAST
 FB3795'BUSINESS (IN SPRUCE PINE), PROCEED NORTHWEST ALONG NC 226 FOR 6.1 KM
 FB3795'(3.8 MI) TO THE STATION AT A PAVED DRIVE ON THE LEFT, AND 0.2 KM
 FB3795'(0.15 MI) SOUTH OF SR 1162 (PITTMAN ROAD).
 FB3795'THE STATION IS A STANDARD NCGS DISK STAMPED---ANNA 1982---, SET INTO
 FB3795'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3795'GROUND.  LOCATED 19.8 METERS (64.8 FT) WEST OF THE CENTERLINE OF NC
 FB3795'226, 4.6 METERS (15.0 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED
 FB3795'DRIVE, 26.7 METERS (87.6 FT) SOUTHEAST OF A TELEPHONE POLE, 45.7
 FB3795'METERS (149.8 FT) NORTH-NORTHWEST OF THE NORTH END OF A GUARD RAIL,
 FB3795'9.4 METERS (30.8 FT) WEST-NORTHWEST OF THE SOUTH END OF A 12-INCH
 FB3795'CORRUGATED METAL PIPE UNDER A DRIVE, AND 19.1 METERS (62.7 FT)
 FB3795'NORTHEAST OF A 10-INCH WHITE PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5568 ***********************************************************************
 AH5568  DESIGNATION -  ANNA
 AH5568  PID         -  AH5568
 AH5568  STATE/COUNTY-  NC/BUNCOMBE
 AH5568  USGS QUAD   -  ENKA (1990)
 AH5568
 AH5568                         *CURRENT SURVEY CONTROL
 AH5568  ___________________________________________________________________
 AH5568* NAD 83(2001)-  35 33 32.20304(N)    082 38 06.20255(W)     ADJUSTED  
 AH5568* NAVD 88     -       645.2    (meters)    2117.     (feet)  VERTCON   
 AH5568  ___________________________________________________________________
 AH5568  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AH5568  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AH5568  HORZ ORDER  -  SECOND
 AH5568
 AH5568.The horizontal coordinates were established by classical geodetic methods
 AH5568.and adjusted by the National Geodetic Survey in August 2005.
 AH5568
 AH5568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5568
 AH5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5568
 AH5568.The geoid height was determined by GEOID03.
 AH5568
 AH5568;                    North         East     Units Scale Factor Converg.
 AH5568;SPC NC       -   206,700.191   280,146.803   MT  0.99988692   -2 05 53.0
 AH5568;SPC NC       -   678,148.88    919,114.97   sFT  0.99988692   -2 05 53.0
 AH5568;UTM  17      - 3,936,260.647   351,813.526   MT  0.99987061   -0 57 03.7
 AH5568
 AH5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5568!SPC NC       -   0.99990339  x   0.99988692  =   0.99979032
 AH5568!UTM  17      -   0.99990339  x   0.99987061  =   0.99977401
 AH5568
 AH5568                          SUPERSEDED SURVEY CONTROL
 AH5568
 AH5568  NAD 83(1986)-  35 33 32.21079(N)    082 38 06.20216(W) AD(       ) 2
 AH5568  NGVD 29 (11/25/98)  645.3    (m)         2117.     (f) VERT ANG    3  
 AH5568
 AH5568.Superseded values are not recommended for survey control.
 AH5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5568.See file dsdata.txt to determine how the superseded data were derived.
 AH5568
 AH5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5181436261(NAD 83)
 AH5568_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5568_STAMPING: ANNA 1985
 AH5568_MARK LOGO: NCGS  
 AH5568_PROJECTION: FLUSH
 AH5568_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5568+STABILITY: SURFACE MOTION
 AH5568
 AH5568  HISTORY     - Date     Condition        Report By
 AH5568  HISTORY     - 1985     MONUMENTED       NCGS
 AH5568
 AH5568                          STATION DESCRIPTION
 AH5568
 AH5568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5568'STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTHWEST OF ASHEVILLE, AT
 AH5568'ACTON. ALONG I-40 FOR 0.2 KM (0.1 MI) EAST OF THE US 19-23 UNDERPASS
 AH5568'(AT ACTON), IN MEDIAN, ON EAST SIDE OF BRIDGE OVER THE SOUTHERN
 AH5568'RAILROAD. STATION IS A STANDARD NCGS DISK STAMPED---ANNA 1985---, SET
 AH5568'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING
 AH5568'2 CM ABOVE GROUND.  LOCATED 5.18 M (16.99 FT) SOUTH FROM THE CENTER
 AH5568'LINE OF THE WEST BOUND LANES, 15.54 M (50.98 FT) NORTH FROM THE EAST
 AH5568'BOUND LANES, 0.61 M (2.00 FT) SOUTH FROM THE GUARD RAIL, 32.0 M (105.0
 AH5568'FT) WEST FROM THE EAST END OF A GUARD RAIL, AND 29.57 M (97.01 FT)
 AH5568'EAST OF THE SOUTHEAST CORNER OF THE WEST BOUND LANE BRIDGE. MARK IS
 AH5568'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2816 ***********************************************************************
 FA2816  DESIGNATION -  ANNE
 FA2816  PID         -  FA2816
 FA2816  STATE/COUNTY-  NC/IREDELL
 FA2816  USGS QUAD   -  STATESVILLE WEST (1993)
 FA2816
 FA2816                         *CURRENT SURVEY CONTROL
 FA2816  ___________________________________________________________________
 FA2816* NAD 83(2001)-  35 45 58.51512(N)    080 57 47.73874(W)     ADJUSTED  
 FA2816* NAVD 88     -       295.5    (meters)     969.     (feet)  VERTCON   
 FA2816  ___________________________________________________________________
 FA2816  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 FA2816  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FA2816  HORZ ORDER  -  SECOND
 FA2816
 FA2816.This mark is at Statesville Airport (SVH)
 FA2816
 FA2816.The horizontal coordinates were established by classical geodetic methods
 FA2816.and adjusted by the National Geodetic Survey in August 2005.
 FA2816
 FA2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2816
 FA2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2816
 FA2816.The geoid height was determined by GEOID03.
 FA2816
 FA2816;                    North         East     Units Scale Factor Converg.
 FA2816;SPC NC       -   225,422.081   432,092.546   MT  0.99991281   -1 07 59.3
 FA2816;SPC NC       -   739,572.28  1,417,623.63   sFT  0.99991281   -1 07 59.3
 FA2816;UTM  17      - 3,958,023.755   503,320.964   MT  0.99960014   +0 01 17.3
 FA2816
 FA2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2816!SPC NC       -   0.99995865  x   0.99991281  =   0.99987146
 FA2816!UTM  17      -   0.99995865  x   0.99960014  =   0.99955881
 FA2816
 FA2816:                Primary Azimuth Mark                     Grid Az
 FA2816:SPC NC       -  FRED                                     185 37 00.3
 FA2816:UTM  17      -  FRED                                     184 27 43.7
 FA2816
 FA2816|---------------------------------------------------------------------|
 FA2816| PID    Reference Object                     Distance      Geod. Az  |
 FA2816|                                                           dddmmss.s |
 FA2816| FA2822 FRED                                APPROX. 1.7 KM 1842901.0 |
 FA2816| FA2819 CENTER                              444.094 METERS 3362046.0 |
 FA2816|---------------------------------------------------------------------|
 FA2816
 FA2816                          SUPERSEDED SURVEY CONTROL
 FA2816
 FA2816  NAD 83(1986)-  35 45 58.52267(N)    080 57 47.74838(W) AD(       ) 2
 FA2816  NAD 27      -  35 45 58.03957(N)    080 57 48.47376(W) AD(       ) 2
 FA2816  NGVD 29 (07/19/86)  295.7    (m)          970.     (f) VERT ANG    3  
 FA2816
 FA2816.Superseded values are not recommended for survey control.
 FA2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2816.See file dsdata.txt to determine how the superseded data were derived.
 FA2816
 FA2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0332158024(NAD 83)
 FA2816_MARKER: DE = TRAVERSE STATION DISK
 FA2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2816_STAMPING: ANNE 1963
 FA2816_MARK LOGO: NCGS  
 FA2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2816+STABILITY: SURFACE MOTION
 FA2816
 FA2816  HISTORY     - Date     Condition        Report By
 FA2816  HISTORY     - 1963     MONUMENTED       NCGS
 FA2816
 FA2816                          STATION DESCRIPTION
 FA2816
 FA2816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2816'ANNE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED ON
 FA2816'A LINE RUNNING FROM C AND GS TRIANGULATION STATION EUFOLA TO C
 FA2816'AND GS TRIANGULATION STATION CENTER, ALL IN THE VICINITY OF
 FA2816'STATESVILLE, NORTH CAROLINA.
 FA2816'
 FA2816'ANNE IS 4.4 MILES W OF THE CENTER STATESVILLE, LOCATED 0.3
 FA2816'MILE S OF INTERSECTION OF OLD U.S. 64 AND 70 AND SR 1363.  0.3
 FA2816'MILES NW OF W END OF EAST-WEST RUNWAY AT STATESVILLE AIRPORT.  W
 FA2816'OF C/L OF DIRT ROAD.  S OF DRIVEWAY TO FRYES RESIDENCE AND 120
 FA2816'FEET SE OF FRYES RESIDENCE.
 FA2816'
 FA2816'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2816'ANNE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2816'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2816'
 FA2816'MARK IS
 FA2816'
 FA2816'14.0 FT S OF C/L OF DRIVEWAY
 FA2816'
 FA2816'33.5 FT W OF C/L DIRT ROAD
 FA2816'
 FA2816'19.5 FT E OF 3 LEAD NAILS IN 12 INCH OAK
 FA2816'
 FA2816'28.0 FT SE OF 3 LEAD NAILS IN 12 INCH OAK
 FA2816'
 FA2816'119.2 FT SE OF SE CORNER OF FRYES RESIDENCE
 FA2816'
 FA2816'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3057 ***********************************************************************
 EA3057  DESIGNATION -  ANNE
 EA3057  PID         -  EA3057
 EA3057  STATE/COUNTY-  NC/CARTERET
 EA3057  USGS QUAD   -  WAINWRIGHT ISLAND (1971)
 EA3057
 EA3057                         *CURRENT SURVEY CONTROL
 EA3057  ___________________________________________________________________
 EA3057* NAD 83(2001)-  34 57 09.51353(N)    076 11 19.42946(W)     ADJUSTED  
 EA3057* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 EA3057  ___________________________________________________________________
 EA3057  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EA3057  GEOID HEIGHT-         -37.95  (meters)                     GEOID03
 EA3057  HORZ ORDER  -  THIRD
 EA3057
 EA3057.The horizontal coordinates were established by classical geodetic methods
 EA3057.and adjusted by the National Geodetic Survey in August 2005.
 EA3057
 EA3057.The orthometric height was scaled from a topographic map.
 EA3057
 EA3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3057
 EA3057.The geoid height was determined by GEOID03.
 EA3057
 EA3057;                    North         East     Units Scale Factor Converg.
 EA3057;SPC NC       -   137,044.732   866,321.092   MT  0.99988614   +1 37 21.3
 EA3057;SPC NC       -   449,620.92  2,842,255.12   sFT  0.99988614   +1 37 21.3
 EA3057;UTM  18      - 3,868,436.440   391,461.226   MT  0.99974519   -0 40 51.9
 EA3057
 EA3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3057!SPC NC       -   1.00000538  x   0.99988614  =   0.99989152
 EA3057!UTM  18      -   1.00000538  x   0.99974519  =   0.99975057
 EA3057
 EA3057                          SUPERSEDED SURVEY CONTROL
 EA3057
 EA3057  NAD 83(1986)-  34 57 09.52599(N)    076 11 19.44086(W) AD(       ) 3
 EA3057  NAD 27      -  34 57 08.92900(N)    076 11 20.77900(W) AD(       ) 3
 EA3057
 EA3057.Superseded values are not recommended for survey control.
 EA3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3057.See file dsdata.txt to determine how the superseded data were derived.
 EA3057
 EA3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD9146168436(NAD 83)
 EA3057_MARKER: DT = TOPOGRAPHIC STATION DISK
 EA3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3057_STAMPING: ANNE 1947
 EA3057_MARK LOGO: CGS   
 EA3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3057+STABILITY: SURFACE MOTION
 EA3057
 EA3057  HISTORY     - Date     Condition        Report By
 EA3057  HISTORY     - 1947     MONUMENTED       CGS
 EA3057  HISTORY     - 1949     MARK NOT FOUND   CGS
 EA3057
 EA3057                          STATION DESCRIPTION
 EA3057
 EA3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA3057'STATION IS LOCATED IN THE CENTER OF A SMALL DUNE 1.5 MILES N OF
 EA3057'SAND ISLAND INLET.  DUNE IS NEAR THE HIGH-WATER LINE AND IS AN
 EA3057'ISOLATED ONE.
 EA3057'
 EA3057'STATION MARK IS A BRONZE TOPOGRAPHIC DISK SET IN THE TOP OF A
 EA3057'6-INCH STOVEPIPE FILLED WITH CONCRETE.
 EA3057'
 EA3057'NO REFERENCE MARKS WERE SET.
 EA3057
 EA3057                          STATION RECOVERY (1949)
 EA3057
 EA3057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EA3057'DUE TO THE SHIFTING OF SAND IN THIS AREA, THIS STATION HAS
 EA3057'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5110 ***********************************************************************
 EZ5110  DESIGNATION -  ANNE LAKE
 EZ5110  PID         -  EZ5110
 EZ5110  STATE/COUNTY-  NC/WAKE
 EZ5110  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5110
 EZ5110                         *CURRENT SURVEY CONTROL
 EZ5110  ___________________________________________________________________
 EZ5110* NAD 83(2001)-  35 52 25.03163(N)    078 43 40.28909(W)     ADJUSTED  
 EZ5110* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 EZ5110  ___________________________________________________________________
 EZ5110  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 EZ5110  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EZ5110  HORZ ORDER  -  SECOND
 EZ5110
 EZ5110.The horizontal coordinates were established by classical geodetic methods
 EZ5110.and adjusted by the National Geodetic Survey in August 2005.
 EZ5110
 EZ5110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5110
 EZ5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5110
 EZ5110.The geoid height was determined by GEOID03.
 EZ5110
 EZ5110;                    North         East     Units Scale Factor Converg.
 EZ5110;SPC NC       -   235,612.320   634,175.912   MT  0.99993138   +0 09 25.5
 EZ5110;SPC NC       -   773,004.75  2,080,625.47   sFT  0.99993138   +0 09 25.5
 EZ5110;UTM  17      - 3,972,315.350   705,125.973   MT  1.00011850   +1 19 55.0
 EZ5110
 EZ5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5110!SPC NC       -   0.99998675  x   0.99993138  =   0.99991813
 EZ5110!UTM  17      -   0.99998675  x   1.00011850  =   1.00010525
 EZ5110
 EZ5110:                Primary Azimuth Mark                     Grid Az
 EZ5110:SPC NC       -  IPI                                      130 02 08.2
 EZ5110:UTM  17      -  IPI                                      128 51 38.7
 EZ5110
 EZ5110|---------------------------------------------------------------------|
 EZ5110| PID    Reference Object                     Distance      Geod. Az  |
 EZ5110|                                                           dddmmss.s |
 EZ5110| EZ5163 IPI                                 APPROX. 2.0 KM 1301133.7 |
 EZ5110| EZ5201 KNOLL                               361.810 METERS 31536     |
 EZ5110|---------------------------------------------------------------------|
 EZ5110
 EZ5110                          SUPERSEDED SURVEY CONTROL
 EZ5110
 EZ5110  NAD 83(1986)-  35 52 25.03607(N)    078 43 40.29997(W) AD(       ) 2
 EZ5110  NAD 27      -  35 52 24.50629(N)    078 43 41.28098(W) AD(       ) 2
 EZ5110  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG    3  
 EZ5110
 EZ5110.Superseded values are not recommended for survey control.
 EZ5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5110.See file dsdata.txt to determine how the superseded data were derived.
 EZ5110
 EZ5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0512672315(NAD 83)
 EZ5110_MARKER: DE = TRAVERSE STATION DISK
 EZ5110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5110_STAMPING: ANNE LAKE 1961
 EZ5110_MARK LOGO: NCGS  
 EZ5110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5110+STABILITY: SURFACE MOTION
 EZ5110
 EZ5110  HISTORY     - Date     Condition        Report By
 EZ5110  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5110
 EZ5110                          STATION DESCRIPTION
 EZ5110
 EZ5110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5110'ANNE LAKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ5110'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5110'
 EZ5110'ANNE LAKE IS 7.9 MILES WNW OF RALEIGH.  FROM CAPITOL SQUARE
 EZ5110'GO W ON U.S. 70 5.3 MILES TO BRIDGE OVER CRABTREE CREEK,
 EZ5110'CONTINUE ON U.S. 70 FOR 4.2 MILES TO STATION OR 3.0 MILES E OF
 EZ5110'INTERSECTION OF U.S. 70 AND THE RALEIGH-DURHAM AIRPORT RD.
 EZ5110'
 EZ5110'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5110'ANNE LAKE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5110'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5110'
 EZ5110'MARK IS
 EZ5110'
 EZ5110'400.0 FT E OF LAKE ANNE RD. INTERSECTION
 EZ5110'
 EZ5110'165.7 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER OF SR 1835
 EZ5110'
 EZ5110'6.0 FT N OF EDGE OF E LANE OF U.S. 70
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5111 ***********************************************************************
 EZ5111  DESIGNATION -  ANNE LAKE 2
 EZ5111  PID         -  EZ5111
 EZ5111  STATE/COUNTY-  NC/WAKE
 EZ5111  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5111
 EZ5111                         *CURRENT SURVEY CONTROL
 EZ5111  ___________________________________________________________________
 EZ5111* NAD 83(2001)-  35 52 24.37026(N)    078 43 39.03260(W)     ADJUSTED  
 EZ5111* NAVD 88     -       114.90   (+/-2cm)     377.0    (feet)  VERTCON   
 EZ5111  ___________________________________________________________________
 EZ5111  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 EZ5111  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EZ5111  HORZ ORDER  -  SECOND
 EZ5111  VERT ORDER  -  THIRD ? (See Below)
 EZ5111
 EZ5111.The horizontal coordinates were established by classical geodetic methods
 EZ5111.and adjusted by the National Geodetic Survey in August 2005.
 EZ5111
 EZ5111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5111.The vertical order pertains to the NGVD 29 superseded value.
 EZ5111
 EZ5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5111
 EZ5111.The geoid height was determined by GEOID03.
 EZ5111
 EZ5111;                    North         East     Units Scale Factor Converg.
 EZ5111;SPC NC       -   235,592.023   634,207.485   MT  0.99993134   +0 09 26.2
 EZ5111;SPC NC       -   772,938.16  2,080,729.06   sFT  0.99993134   +0 09 26.2
 EZ5111;UTM  17      - 3,972,295.701   705,157.962   MT  1.00011867   +1 19 55.7
 EZ5111
 EZ5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5111!SPC NC       -   0.99998704  x   0.99993134  =   0.99991838
 EZ5111!UTM  17      -   0.99998704  x   1.00011867  =   1.00010570
 EZ5111
 EZ5111                          SUPERSEDED SURVEY CONTROL
 EZ5111
 EZ5111  NAD 83(1986)-  35 52 24.37462(N)    078 43 39.04333(W) AD(       ) 2
 EZ5111  NAD 27      -  35 52 23.84494(N)    078 43 40.02430(W) AD(       ) 2
 EZ5111  NGVD 29 (07/19/86)  115.16   (m)          377.8    (f) LEVELING    3  
 EZ5111
 EZ5111.Superseded values are not recommended for survey control.
 EZ5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5111.See file dsdata.txt to determine how the superseded data were derived.
 EZ5111
 EZ5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0515872296(NAD 83)
 EZ5111_MARKER: DE = TRAVERSE STATION DISK
 EZ5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5111_STAMPING: ANNE LAKE 2 1968
 EZ5111_MARK LOGO: NCGS  
 EZ5111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5111+STABILITY: SURFACE MOTION
 EZ5111
 EZ5111  HISTORY     - Date     Condition        Report By
 EZ5111  HISTORY     - 1968     MONUMENTED       NCGS
 EZ5111  HISTORY     - 1973     SEE DESCRIPTION  NCGS
 EZ5111
 EZ5111                          STATION DESCRIPTION
 EZ5111
 EZ5111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5111'ANNE LAKE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5111'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5111'
 EZ5111'ANNE LAKE 2 IS LOCATED APPROXIMATELY 7.9 MILES NORTHWEST OF
 EZ5111'RALEIGH.  TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S.
 EZ5111'64 AND U.S. 1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. 70 FOR
 EZ5111'4.3 MILES TO INTERSECTION OF SR 1835 AND STATION.  WHICH IS IN
 EZ5111'THE MEDIAN, ON SOUTHWEST SHOULDER OF W BOUND LANE, AT NORTHWEST
 EZ5111'SIDE OF CROSSOVER FOR SR 1835.
 EZ5111'
 EZ5111'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5111'ANNE LAKE 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ5111'TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5111'
 EZ5111'MARK IS
 EZ5111'
 EZ5111'8.2 FT SW OF SW EDGE OF U.S. 70 W BOUND LANE
 EZ5111'
 EZ5111'30.3 FT NW OF C/L OF CROSSOVER AT INTERSECTION OF SR 1835 AND
 EZ5111'U.S. 70
 EZ5111'
 EZ5111'10.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LEFT TURN LANE
 EZ5111'
 EZ5111'84.9 FT NW OF 4X4 POST WITH ONE WAY SIGN IN MEDIAN ON SE SIDE
 EZ5111'OF CROSSOVER, AND WITH ALUMINUM REF. TAG
 EZ5111'
 EZ5111'2.3 FT NNW OF 4X4 POST WITH SR 1835 IN MEDIAN ON NW SIDE OF
 EZ5111'CROSSOVER, AND WITH ALUMINUM REF. TAG
 EZ5111'
 EZ5111'96.4 FT NW OF SE END OF CULVERT UNDER CROSSOVER
 EZ5111
 EZ5111                          STATION RECOVERY (1973)
 EZ5111
 EZ5111'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ5111'CROSSOVER LANE HAS BEEN PUT IN THIS VICINITY.  STATION DESTROYED.
 EZ5111'
 EZ5111'ANNE LAKE 3 1972 PLACED IN VICINITY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0948 ***********************************************************************
 EZ0948  DESIGNATION -  ANNE LAKE 3
 EZ0948  PID         -  EZ0948
 EZ0948  STATE/COUNTY-  NC/WAKE
 EZ0948  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0948
 EZ0948                         *CURRENT SURVEY CONTROL
 EZ0948  ___________________________________________________________________
 EZ0948* NAD 83(2007)-  35 52 23.85822(N)    078 43 38.39244(W)     ADJUSTED  
 EZ0948* NAVD 88     -       114.898  (meters)     376.96   (feet)  ADJUSTED  
 EZ0948  ___________________________________________________________________
 EZ0948  EPOCH DATE  -        2002.00
 EZ0948  X           -   1,011,466.910 (meters)                     COMP
 EZ0948  Y           -  -5,074,493.990 (meters)                     COMP
 EZ0948  Z           -   3,716,856.962 (meters)                     COMP
 EZ0948  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 EZ0948  ELLIP HEIGHT-          82.607 (meters)          (02/10/07) ADJUSTED
 EZ0948  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 EZ0948  DYNAMIC HT  -         114.801 (meters)     376.64  (feet)  COMP
 EZ0948
 EZ0948  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ0948  Type    PID    Designation                      North   East  Ellip
 EZ0948  -------------------------------------------------------------------
 EZ0948  NETWORK EZ0948 ANNE LAKE 3                       0.33   0.27   0.57
 EZ0948  -------------------------------------------------------------------
 EZ0948  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 EZ0948
 EZ0948  VERT ORDER  -  SECOND    CLASS 0
 EZ0948
 EZ0948.The horizontal coordinates were established by GPS observations
 EZ0948.and adjusted by the National Geodetic Survey in February 2007.
 EZ0948
 EZ0948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ0948.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ0948.The horizontal coordinates are valid at the epoch date displayed above.
 EZ0948.The epoch date for horizontal control is a decimal equivalence
 EZ0948.of Year/Month/Day.
 EZ0948
 EZ0948.The orthometric height was determined by differential leveling
 EZ0948.and adjusted in June 1991.
 EZ0948
 EZ0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ0948
 EZ0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0948
 EZ0948.The ellipsoidal height was determined by GPS observations
 EZ0948.and is referenced to NAD 83.
 EZ0948
 EZ0948.The geoid height was determined by GEOID03.
 EZ0948
 EZ0948.The dynamic height is computed by dividing the NAVD 88
 EZ0948.geopotential number by the normal gravity value computed on the
 EZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0948.degrees latitude (g = 980.6199 gals.).
 EZ0948
 EZ0948.The modeled gravity was interpolated from observed gravity values.
 EZ0948
 EZ0948;                    North         East     Units Scale Factor Converg.
 EZ0948;SPC NC       -   235,576.287   634,223.586   MT  0.99993132   +0 09 26.6
 EZ0948;SPC NC       -   772,886.53  2,080,781.88   sFT  0.99993132   +0 09 26.6
 EZ0948;UTM  17      - 3,972,280.295   705,174.385   MT  1.00011875   +1 19 56.1
 EZ0948
 EZ0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0948!SPC NC       -   0.99998703  x   0.99993132  =   0.99991836
 EZ0948!UTM  17      -   0.99998703  x   1.00011875  =   1.00010578
 EZ0948
 EZ0948:                Primary Azimuth Mark                     Grid Az
 EZ0948:SPC NC       -  EBENEZER 2                               315 11 54.3
 EZ0948:UTM  17      -  EBENEZER 2                               314 01 24.8
 EZ0948
 EZ0948|---------------------------------------------------------------------|
 EZ0948| PID    Reference Object                     Distance      Geod. Az  |
 EZ0948|                                                           dddmmss.s |
 EZ0948| EZ0947 EBENEZER 2                          APPROX. 1.6 KM 3152120.9 |
 EZ0948|---------------------------------------------------------------------|
 EZ0948
 EZ0948                          SUPERSEDED SURVEY CONTROL
 EZ0948
 EZ0948  NAD 83(2001)-  35 52 23.85854(N)    078 43 38.39225(W) AD(       ) 1
 EZ0948  ELLIP H (03/13/03)   82.596  (m)                       GP(       ) 4 2
 EZ0948  NAD 83(1986)-  35 52 23.86307(N)    078 43 38.40284(W) AD(       ) 1
 EZ0948  NAD 83(1986)-  35 52 23.86307(N)    078 43 38.40284(W) AD(       ) 2
 EZ0948  NAD 27      -  35 52 23.33294(N)    078 43 39.38388(W) AD(       ) 2
 EZ0948  NAVD 88 (08/15/00)  114.90   (m)          377.0    (f) LEVELING    3  
 EZ0948  NGVD 29 (??/??/92)  115.15   (m)          377.8    (f) COMPUTED    2 0
 EZ0948
 EZ0948.Superseded values are not recommended for survey control.
 EZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0948.See file dsdata.txt to determine how the superseded data were derived.
 EZ0948
 EZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0517472280(NAD 83)
 EZ0948_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0948_STAMPING: ANNE LAKE 3 1972
 EZ0948_MARK LOGO: NCGS  
 EZ0948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0948+STABILITY: SURFACE MOTION
 EZ0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0948+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ0948
 EZ0948  HISTORY     - Date     Condition        Report By
 EZ0948  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0948  HISTORY     - 1973     GOOD             NCGS
 EZ0948  HISTORY     - 19860101 GOOD             NCGS
 EZ0948  HISTORY     - 19860101 GOOD             NCGS
 EZ0948  HISTORY     - 1988     GOOD             USPSQD
 EZ0948  HISTORY     - 19960521 GOOD             NCGS
 EZ0948  HISTORY     - 20041103 GOOD             NCGS
 EZ0948  HISTORY     - 20051212 GOOD             USPSQD
 EZ0948
 EZ0948                          STATION DESCRIPTION
 EZ0948
 EZ0948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0948'ANNE LAKE 3 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0948'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0948'
 EZ0948'ANNE LAKE 3 IS LOCATED APPROXIMATELY 6.6 MILES NNE OF CARY, AND 8.0
 EZ0948'MILES NW OF CAPITOL SQUARE IN RALEIGH.  TO REACH STATION FROM THE US
 EZ0948'70 UNDERPASS OF US 1-US 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED
 EZ0948'NW ALONG US 70 FOR APPROXIMATELY 4.2 MILES TO INTERSECTION WITH SR
 EZ0948'1835 AND STATION IN MEDIAN SE OF CROSSOVER, 0.2 MILES SE OF
 EZ0948'ENTRANCE TO LAKE ANNE, APPROXIMATELY 150 FEET NE OF TRIANGLE
 EZ0948'LIGHTING.
 EZ0948'
 EZ0948'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANNE
 EZ0948'LAKE 3 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0948'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0948'
 EZ0948'MARK IS
 EZ0948'25.5 FEET SW OF C/L OF US 70 WEST BOUND LANE.
 EZ0948'29.0 FEET NE OF C/L OF US 70 EAST BOUND LANE.
 EZ0948'134.7 FEET SE OF C/L OF CROSSOVER.
 EZ0948'22.2 FEET NW OF EAST END OF CONCRETE STORM DRAIN.
 EZ0948
 EZ0948                          STATION RECOVERY (1973)
 EZ0948
 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0948'8 MI NW FROM RALEIGH.
 EZ0948'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64
 EZ0948'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR
 EZ0948'APPROXIMATELY 4.2 MILES TO INTERSECTION WITH SR 1835 AND STATION
 EZ0948'IN MEDIAN SE OF CROSSOVER, 0.2 MILES SE OF ENTRANCE TO LAKE
 EZ0948'ANNE, APPROXIMATELY 150 FT NE OF TRIANGLE LIGHTING, 25.5 FT SW
 EZ0948'OF C/L OF U.S. 70 WEST BOUND LANE, 29.0 FT NE OF C/L OF U.S. 70
 EZ0948'EAST BOUND LANE, 134.7 FT SE OF C/L OF CROSSOVER, AND 22.2 FT NW
 EZ0948'OF EAST END OF CONCRETE STORM DRAIN.  DISK IS SET IN CONCRETE
 EZ0948'CYLINDER 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0948
 EZ0948                          STATION RECOVERY (1986)
 EZ0948
 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0948'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH ONE ADDITIONAL
 EZ0948'REFERENCE.  MARK IS 41.3 M (135.5 FT) WEST OF A FIRE HYDRANT.
 EZ0948
 EZ0948                          STATION RECOVERY (1986)
 EZ0948
 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0948'RECOVERED AS DESCRIBED.
 EZ0948
 EZ0948                          STATION RECOVERY (1988)
 EZ0948
 EZ0948'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0948'RECOVERED IN GOOD CONDITION.
 EZ0948
 EZ0948                          STATION RECOVERY (1996)
 EZ0948
 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ0948'RECOVERED AS DESCRIBED.
 EZ0948
 EZ0948                          STATION RECOVERY (2004)
 EZ0948
 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ0948'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS
 EZ0948'RECESSED 10-IN BELOW THE GROUND AND AT THE EDGE OF PAVEMENT OF TURNING
 EZ0948'LANE. LOCATED 137.2 FT (41.8 M) SOUTHEAST OF THE CENTERLINE OF
 EZ0948'CROSSOVER. THE TRIANGLE LIGHTING NOW IS THE WICKER GALLERY.
 EZ0948
 EZ0948                          STATION RECOVERY (2005)
 EZ0948
 EZ0948'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2152 ***********************************************************************
 FA2152  DESIGNATION -  ANNIE
 FA2152  PID         -  FA2152
 FA2152  STATE/COUNTY-  NC/STANLY
 FA2152  USGS QUAD   -  FROG POND (1983)
 FA2152
 FA2152                         *CURRENT SURVEY CONTROL
 FA2152  ___________________________________________________________________
 FA2152* NAD 83(2001)-  35 16 03.09093(N)    080 21 15.28372(W)     ADJUSTED  
 FA2152* NAVD 88     -       195.7    (meters)     642.     (feet)  VERTCON   
 FA2152  ___________________________________________________________________
 FA2152  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FA2152  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA2152  HORZ ORDER  -  SECOND
 FA2152
 FA2152.The horizontal coordinates were established by classical geodetic methods
 FA2152.and adjusted by the National Geodetic Survey in August 2005.
 FA2152
 FA2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2152
 FA2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2152
 FA2152.The geoid height was determined by GEOID03.
 FA2152
 FA2152;                    North         East     Units Scale Factor Converg.
 FA2152;SPC NC       -   169,179.391   486,397.861   MT  0.99987263   -0 46 53.9
 FA2152;SPC NC       -   555,049.39  1,595,790.32   sFT  0.99987263   -0 46 53.9
 FA2152;UTM  17      - 3,902,902.367   558,734.157   MT  0.99964251   +0 22 22.3
 FA2152
 FA2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2152!SPC NC       -   0.99997403  x   0.99987263  =   0.99984667
 FA2152!UTM  17      -   0.99997403  x   0.99964251  =   0.99961655
 FA2152
 FA2152:                Primary Azimuth Mark                     Grid Az
 FA2152:SPC NC       -  RED CROSS WEST STANLY HS TANK            093 38 59.0
 FA2152:UTM  17      -  RED CROSS WEST STANLY HS TANK            092 29 42.8
 FA2152
 FA2152|---------------------------------------------------------------------|
 FA2152| PID    Reference Object                     Distance      Geod. Az  |
 FA2152|                                                           dddmmss.s |
 FA2152| FA2150 RED CROSS WEST STANLY HS TANK       APPROX. 0.7 KM 0925205.1 |
 FA2152|---------------------------------------------------------------------|
 FA2152
 FA2152                          SUPERSEDED SURVEY CONTROL
 FA2152
 FA2152  NAD 83(1986)-  35 16 03.10359(N)    080 21 15.29203(W) AD(       ) 2
 FA2152  NAD 27      -  35 16 02.58133(N)    080 21 16.06320(W) AD(       ) 2
 FA2152  NGVD 29 (07/19/86)  196.0    (m)          643.     (f) VERT ANG    3  
 FA2152
 FA2152.Superseded values are not recommended for survey control.
 FA2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2152.See file dsdata.txt to determine how the superseded data were derived.
 FA2152
 FA2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5873402902(NAD 83)
 FA2152_MARKER: DE = TRAVERSE STATION DISK
 FA2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2152_STAMPING: ANNIE 1974
 FA2152_MARK LOGO: NCGS  
 FA2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2152+STABILITY: SURFACE MOTION
 FA2152
 FA2152  HISTORY     - Date     Condition        Report By
 FA2152  HISTORY     - 1974     MONUMENTED       NCGS
 FA2152
 FA2152                          STATION DESCRIPTION
 FA2152
 FA2152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2152'ANNIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2152'THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2152'
 FA2152'ANNIE IS LOCATED APPROXIMATELY 3.4 MILES NNW OF OAKBORO, AND
 FA2152'10.5 MILES WSW OF ALBEMARLE.  STATION IS LOCATED APPROXIMATELY 200
 FA2152'FEET EAST OF THE INTERSECTION OF NC 205 AND SR 1227 WITH NC 24 - NC
 FA2152'27 IN THE CENTER OF RED CROSS COMMUNITY AT THE NW CORNER OF A YARD
 FA2152'WITH A ONE STORY STONE AND WHITE FRAMED HOUSE (ANNIE HINSON
 FA2152'RESIDENCE).
 FA2152'
 FA2152'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2152'ANNIE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2152'WHICH IS FLUSH WITH THE GROUND.
 FA2152'
 FA2152'MARK IS 35.4 FT S OF C/L OF NC 24 - NC 27
 FA2152'
 FA2152'99.3 FT NW OF NE CORNER OF HINSON RESIDENCE
 FA2152'
 FA2152'93.2 FT E OF NE CORNER OF TWO STORY BRICK BUILDING
 FA2152'
 FA2152'114.2 FT SE OF SE CORNER OF CONCRETE BASE OF GULF SIGN
 FA2152'
 FA2152'3.2 FT N OF TP 1062 WITH ALUMINUM REF. TAG
 FA2152'
 FA2152'73.5 FT SSE OF PP J1 WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5583 ***********************************************************************
 AH5583  DESIGNATION -  ANNIE
 AH5583  PID         -  AH5583
 AH5583  STATE/COUNTY-  NC/BUNCOMBE
 AH5583  USGS QUAD   -  ASHEVILLE (1991)
 AH5583
 AH5583                         *CURRENT SURVEY CONTROL
 AH5583  ___________________________________________________________________
 AH5583* NAD 83(2001)-  35 35 20.92005(N)    082 34 40.50324(W)     ADJUSTED  
 AH5583* NAVD 88     -       638.9    (meters)    2096.     (feet)  VERTCON   
 AH5583  ___________________________________________________________________
 AH5583  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AH5583  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AH5583  HORZ ORDER  -  SECOND
 AH5583
 AH5583.The horizontal coordinates were established by classical geodetic methods
 AH5583.and adjusted by the National Geodetic Survey in August 2005.
 AH5583
 AH5583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5583
 AH5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5583
 AH5583.The geoid height was determined by GEOID03.
 AH5583
 AH5583;                    North         East     Units Scale Factor Converg.
 AH5583;SPC NC       -   209,860.133   285,443.893   MT  0.99988987   -2 03 54.2
 AH5583;SPC NC       -   688,516.12    936,493.84   sFT  0.99988987   -2 03 54.2
 AH5583;UTM  17      - 3,939,525.884   357,046.168   MT  0.99985183   -0 55 06.4
 AH5583
 AH5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5583!SPC NC       -   0.99990441  x   0.99988987  =   0.99979429
 AH5583!UTM  17      -   0.99990441  x   0.99985183  =   0.99975625
 AH5583
 AH5583                          SUPERSEDED SURVEY CONTROL
 AH5583
 AH5583  NAD 83(1986)-  35 35 20.92712(N)    082 34 40.50353(W) AD(       ) 2
 AH5583  NGVD 29 (11/25/98)  638.9    (m)         2096.     (f) VERT ANG    3  
 AH5583
 AH5583.Superseded values are not recommended for survey control.
 AH5583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5583.See file dsdata.txt to determine how the superseded data were derived.
 AH5583
 AH5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5704639526(NAD 83)
 AH5583_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5583_STAMPING: ANNIE 1985
 AH5583_MARK LOGO: NCGS  
 AH5583_PROJECTION: FLUSH
 AH5583_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5583+STABILITY: SURFACE MOTION
 AH5583
 AH5583  HISTORY     - Date     Condition        Report By
 AH5583  HISTORY     - 1985     MONUMENTED       NCGS
 AH5583
 AH5583                          STATION DESCRIPTION
 AH5583
 AH5583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5583'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST-SOUTHWEST OF ASHEVILLE,
 AH5583'IN WEST ASHEVILLE. ALONG U.S. 19-23 (PATTON AVE) FOR 0.3 KM (0.2 MI)
 AH5583'WEST-SOUTHWEST OF THE SMOKEY PARK BRIDGE OVER THE FRENCH BROAD RIVER,
 AH5583'ON HIGH HILL SOUTH OF HIGHWAY AT BILLBOARD SIGNS. (ACCESSIBLE FROM
 AH5583'ANNIE STREET). STATION IS A STANDARD NCGS DISK STAMPED---ANNIE
 AH5583'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AH5583'DIAMETER FLUSH WITH GROUND. LOCATED APPROXIMATELY 61 M (200.1 FT)
 AH5583'SOUTH FROM THE CENTERLINE OF HIGHWAY, 2.68 M (8.79 FT) NORTHEAST FROM
 AH5583'A BILLBOARD SIGN POST, 3.99 M (13.09 FT) EAST FROM A CHAIN LINK END
 AH5583'POST, AND 30.27 M (99.31 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 AH5583'OF A FRAME HOUSE. MARK IS 50 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6048 ***********************************************************************
 DH6048  DESIGNATION -  ANS 2
 DH6048  PID         -  DH6048
 DH6048  STATE/COUNTY-  NC/ANSON
 DH6048  USGS QUAD   -  WADESBORO (1988)
 DH6048
 DH6048                         *CURRENT SURVEY CONTROL
 DH6048  ___________________________________________________________________
 DH6048* NAD 83(1986)-  34 58 42.     (N)    080 06 58.     (W)     SCALED    
 DH6048* NAVD 88     -        95.406  (meters)     313.01   (feet)  ADJUSTED  
 DH6048  ___________________________________________________________________
 DH6048  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 DH6048  DYNAMIC HT  -          95.318 (meters)     312.72  (feet)  COMP
 DH6048  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 DH6048
 DH6048  VERT ORDER  -  SECOND    CLASS II
 DH6048
 DH6048.The horizontal coordinates were scaled from a topographic map and have
 DH6048.an estimated accuracy of +/- 6 seconds.
 DH6048
 DH6048.The orthometric height was determined by differential leveling
 DH6048.and adjusted in August 2007.
 DH6048
 DH6048.The geoid height was determined by GEOID03.
 DH6048
 DH6048.The dynamic height is computed by dividing the NAVD 88
 DH6048.geopotential number by the normal gravity value computed on the
 DH6048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6048.degrees latitude (g = 980.6199 gals.).
 DH6048
 DH6048.The modeled gravity was interpolated from observed gravity values.
 DH6048
 DH6048;                    North         East    Units  Estimated Accuracy
 DH6048;SPC NC       -   136,830.      507,700.      MT  (+/- 180 meters Scaled)
 DH6048
 DH6048                          SUPERSEDED SURVEY CONTROL
 DH6048
 DH6048.No superseded survey control is available for this station.
 DH6048
 DH6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU806709(NAD 83)
 DH6048_MARKER: DB = BENCH MARK DISK
 DH6048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6048_SP_SET: HEADWALL
 DH6048_STAMPING: ANS 2 2005
 DH6048_MARK LOGO: NCGS  
 DH6048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6048+STABILITY: SURFACE MOTION
 DH6048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6048+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH6048
 DH6048  HISTORY     - Date     Condition        Report By
 DH6048  HISTORY     - 2005     MONUMENTED       NCGS
 DH6048
 DH6048                          STATION DESCRIPTION
 DH6048
 DH6048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (TRW)
 DH6048'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF WADESBORO.  ALONG
 DH6048'US 74 FOR 1.35 MI (2.17 KM) WEST FROM US 52 NORTH, (IN WADESBORO) , ON
 DH6048'THE SOUTH SIDE OF THE ROAD.  MARK IS ABOUT 8-FEET LOWER THAN US 74.
 DH6048'LOCATED 16.5 FT (5.0 M) NORTH OF THE CENTERLINE OF AVERY ROAD (SR
 DH6048'1207) , 71.0 FT (21.6 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 DH6048'LANES OF US 74, 1.0 FT (0.3 M) WEST OF THE EAST END OF NORTH HEADWALL,
 DH6048'277.1 FT (84.5 M) EAST OF THE SOUTHERN-MOST OF 4 STEEL SUPPORTS FOR A
 DH6048'BILLBOARD AND 69.0 FT (21.0 M) NORTHEAST OF A POWER POLE, WITH
 DH6048'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6046 ***********************************************************************
 DH6046  DESIGNATION -  ANS 3
 DH6046  PID         -  DH6046
 DH6046  STATE/COUNTY-  NC/ANSON
 DH6046  USGS QUAD   -  RUSSELLVILLE (1971)
 DH6046
 DH6046                         *CURRENT SURVEY CONTROL
 DH6046  ___________________________________________________________________
 DH6046* NAD 83(1986)-  34 59 30.     (N)    080 09 42.     (W)     SCALED    
 DH6046* NAVD 88     -        78.679  (meters)     258.13   (feet)  ADJUSTED  
 DH6046  ___________________________________________________________________
 DH6046  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DH6046  DYNAMIC HT  -          78.607 (meters)     257.90  (feet)  COMP
 DH6046  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 DH6046
 DH6046  VERT ORDER  -  SECOND    CLASS II
 DH6046
 DH6046.The horizontal coordinates were scaled from a topographic map and have
 DH6046.an estimated accuracy of +/- 6 seconds.
 DH6046
 DH6046.The orthometric height was determined by differential leveling
 DH6046.and adjusted in August 2007.
 DH6046
 DH6046.The geoid height was determined by GEOID03.
 DH6046
 DH6046.The dynamic height is computed by dividing the NAVD 88
 DH6046.geopotential number by the normal gravity value computed on the
 DH6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6046.degrees latitude (g = 980.6199 gals.).
 DH6046
 DH6046.The modeled gravity was interpolated from observed gravity values.
 DH6046
 DH6046;                    North         East    Units  Estimated Accuracy
 DH6046;SPC NC       -   138,360.      503,560.      MT  (+/- 180 meters Scaled)
 DH6046
 DH6046                          SUPERSEDED SURVEY CONTROL
 DH6046
 DH6046.No superseded survey control is available for this station.
 DH6046
 DH6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU765724(NAD 83)
 DH6046_MARKER: DB = BENCH MARK DISK
 DH6046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6046_SP_SET: HEADWALL
 DH6046_STAMPING: ANS 3 2005
 DH6046_MARK LOGO: NCGS  
 DH6046_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6046+STABILITY: SURFACE MOTION
 DH6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6046+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH6046
 DH6046  HISTORY     - Date     Condition        Report By
 DH6046  HISTORY     - 2005     MONUMENTED       NCGS
 DH6046
 DH6046                          STATION DESCRIPTION
 DH6046
 DH6046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (TRW)
 DH6046'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST-NORTHWEST OF WADESBORO
 DH6046'AND 2.6 MI (4.2 KM) SOUTHEAST OF POLKTON.  ALONG US 74 FOR 2.45 MI
 DH6046'(3.94 KM) EAST FROM NC 218, (IN POLKTON) , ON THE NORTH SIDE OF THE
 DH6046'ROAD, OR 0.1 MI (0.2 KM) WEST OF SR 1420-SR 1249.  MARK IS ABOUT
 DH6046'6-FEET LOWER THAN US 74.  LOCATED 29.0 FT (8.8 M) NORTHEAST OF THE
 DH6046'CENTERLINE OF THE WESTBOUND LANES OF US 74, 97.5 FT (29.7 M) SOUTHEAST
 DH6046'OF THE CENTERLINE OF A GRAVEL ROAD AND 1.0 FT (0.3 M) NORTHWEST OF THE
 DH6046'EAST END OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3588 ***********************************************************************
 FX3588  DESIGNATION -  ANSON
 FX3588  PID         -  FX3588
 FX3588  STATE/COUNTY-  NC/CAMDEN
 FX3588  USGS QUAD   -  ELIZABETH CITY (1982)
 FX3588
 FX3588                         *CURRENT SURVEY CONTROL
 FX3588  ___________________________________________________________________
 FX3588* NAD 83(2001)-  36 17 24.21032(N)    076 09 55.91056(W)     ADJUSTED  
 FX3588* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3588  ___________________________________________________________________
 FX3588  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 FX3588  GEOID HEIGHT-         -37.74  (meters)                     GEOID03
 FX3588  HORZ ORDER  -  THIRD
 FX3588
 FX3588.The horizontal coordinates were established by classical geodetic methods
 FX3588.and adjusted by the National Geodetic Survey in August 2005.
 FX3588
 FX3588.The orthometric height was scaled from a topographic map.
 FX3588
 FX3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3588
 FX3588.The geoid height was determined by GEOID03.
 FX3588
 FX3588;                    North         East     Units Scale Factor Converg.
 FX3588;SPC NC       -   285,421.010   864,203.040   MT  1.00003678   +1 38 09.5
 FX3588;SPC NC       -   936,418.76  2,835,306.14   sFT  1.00003678   +1 38 09.5
 FX3588;UTM  18      - 4,016,751.077   395,337.330   MT  0.99973497   -0 41 23.7
 FX3588
 FX3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3588!SPC NC       -   1.00000565  x   1.00003678  =   1.00004243
 FX3588!UTM  18      -   1.00000565  x   0.99973497  =   0.99974062
 FX3588
 FX3588                          SUPERSEDED SURVEY CONTROL
 FX3588
 FX3588  NAD 83(1993)-  36 17 24.21911(N)    076 09 55.92080(W) AD(       ) 3
 FX3588  NAD 83(1986)-  36 17 24.23125(N)    076 09 55.93550(W) AD(       ) 3
 FX3588  NAD 27      -  36 17 23.68100(N)    076 09 57.19700(W) AD(       ) 3
 FX3588
 FX3588.Superseded values are not recommended for survey control.
 FX3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3588.See file dsdata.txt to determine how the superseded data were derived.
 FX3588
 FX3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9533716751(NAD 83)
 FX3588_MARK LOGO: CGS   
 FX3588
 FX3588  HISTORY     - Date     Condition        Report By
 FX3588  HISTORY     - 1916     MONUMENTED       CGS
 FX3588
 FX3588                          STATION DESCRIPTION
 FX3588
 FX3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (OWF)
 FX3588'ANSON IS A WATER STATION LOCATED ABOUT 3 MILES BELOW ELIZABETH
 FX3588'CITY AND ABOUT 120 METERS FROM N BANK OF PASQUOTANK RIVER.  IT IS
 FX3588'LOCATED AT ANSON POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1982 ***********************************************************************
 FA1982  DESIGNATION -  ANSONVILLE
 FA1982  PID         -  FA1982
 FA1982  STATE/COUNTY-  NC/ANSON
 FA1982  USGS QUAD   -  ANSONVILLE (1983)
 FA1982
 FA1982                         *CURRENT SURVEY CONTROL
 FA1982  ___________________________________________________________________
 FA1982* NAD 83(2007)-  35 06 32.52991(N)    080 06 23.52102(W)     ADJUSTED  
 FA1982* NAVD 88     -       110.92   (meters)     363.9    (feet)  LEVELING  
 FA1982  ___________________________________________________________________
 FA1982  EPOCH DATE  -        2002.00
 FA1982  X           -     897,492.565 (meters)                     COMP
 FA1982  Y           -  -5,145,865.080 (meters)                     COMP
 FA1982  Z           -   3,647,815.498 (meters)                     COMP
 FA1982  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FA1982  ELLIP HEIGHT-          80.353 (meters)          (02/10/07) ADJUSTED
 FA1982  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA1982
 FA1982  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA1982  Type    PID    Designation                      North   East  Ellip
 FA1982  -------------------------------------------------------------------
 FA1982  NETWORK FA1982 ANSONVILLE                        0.27   0.25   0.71
 FA1982  -------------------------------------------------------------------
 FA1982  VERT ORDER  -  THIRD
 FA1982
 FA1982.The horizontal coordinates were established by GPS observations
 FA1982.and adjusted by the National Geodetic Survey in February 2007.
 FA1982
 FA1982.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA1982.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA1982.The horizontal coordinates are valid at the epoch date displayed above.
 FA1982.The epoch date for horizontal control is a decimal equivalence
 FA1982.of Year/Month/Day.
 FA1982
 FA1982.The orthometric height was determined by differential leveling.
 FA1982.The vertical network tie was performed by a horz. field party for horz.
 FA1982.obs reductions. Reset procedures were used to establish the elevation.
 FA1982
 FA1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1982
 FA1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1982
 FA1982.The ellipsoidal height was determined by GPS observations
 FA1982.and is referenced to NAD 83.
 FA1982
 FA1982.The geoid height was determined by GEOID03.
 FA1982
 FA1982;                    North         East     Units Scale Factor Converg.
 FA1982;SPC NC       -   151,319.963   508,736.602   MT  0.99987568   -0 38 19.2
 FA1982;SPC NC       -   496,455.58  1,669,080.00   sFT  0.99987568   -0 38 19.2
 FA1982;UTM  17      - 3,885,500.004   581,423.113   MT  0.99968171   +0 30 50.0
 FA1982
 FA1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1982!SPC NC       -   0.99998739  x   0.99987568  =   0.99986307
 FA1982!UTM  17      -   0.99998739  x   0.99968171  =   0.99966910
 FA1982
 FA1982|---------------------------------------------------------------------|
 FA1982| PID    Reference Object                     Distance      Geod. Az  |
 FA1982|                                                           dddmmss.s |
 FA1982| FA2007 GRIFFIN                             378.387 METERS 00640     |
 FA1982| FA1986 CHERRY                              329.300 METERS 02849     |
 FA1982| FA2006 ANSONVILLE RM 6 AZIMUTH             341.019 METERS 03351     |
 FA1982| FA3728 ANSONVILLE RM 1 AZIMUTH                            0335615.2 |
 FA1982| FA1967 MOUNT GILEAD MUNICIPAL TANK         APPROX.15.3 KM 0370559.6 |
 FA1982| EC1282 WADESBORO MUNICIPAL TANK            APPROX.16.1 KM 1700930.5 |
 FA1982| FA2032 ANSONVILLE LOT                                     25524     |
 FA1982| FA3729 ANSONVILLE RM 2                      33.589 METERS 26821     |
 FA1982| FA2009 ANSONVILLE RM 4                      31.201 METERS 27652     |
 FA1982| FA1994 POLE                                 59.127 METERS 31311     |
 FA1982| FA3730 ANSONVILLE RM 3                      57.104 METERS 33703     |
 FA1982| FA3731 ANSONVILLE RM 5                      57.187 METERS 33836     |
 FA1982|---------------------------------------------------------------------|
 FA1982
 FA1982                          SUPERSEDED SURVEY CONTROL
 FA1982
 FA1982  NAD 83(2001)-  35 06 32.52995(N)    080 06 23.52128(W) AD(       ) 1
 FA1982  ELLIP H (03/13/03)   80.359  (m)                       GP(       ) 4 2
 FA1982  NAD 83(1986)-  35 06 32.54191(N)    080 06 23.53346(W) AD(       ) 1
 FA1982  NAD 83(1986)-  35 06 32.54191(N)    080 06 23.53347(W) AD(       ) 1
 FA1982  NAD 27      -  35 06 32.00745(N)    080 06 24.31781(W) AD(       ) 1
 FA1982  NGVD 29 (12/22/97)  111.20   (m)          364.8    (f) LEVELING    3  
 FA1982
 FA1982.Superseded values are not recommended for survey control.
 FA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1982.See file dsdata.txt to determine how the superseded data were derived.
 FA1982
 FA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8142385500(NAD 83)
 FA1982_MARKER: DS = TRIANGULATION STATION DISK
 FA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1982_STAMPING: ANSONVILLE 1933
 FA1982_MARK LOGO: CGS   
 FA1982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1982+STABILITY: SURFACE MOTION
 FA1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1982+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1996
 FA1982
 FA1982  HISTORY     - Date     Condition        Report By
 FA1982  HISTORY     - 1933     MONUMENTED       CGS
 FA1982  HISTORY     - 1952     GOOD             CGS
 FA1982  HISTORY     - 1967     GOOD             NCGS
 FA1982  HISTORY     - 1974     GOOD             NCGS
 FA1982  HISTORY     - 19930729 GOOD             NCGS
 FA1982  HISTORY     - 19960508 GOOD             NCGS
 FA1982
 FA1982                          STATION DESCRIPTION
 FA1982
 FA1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA1982'STATION IS ONE-HALF MILE NORTH OF ANSONVILLE, ON PROPERTY OF
 FA1982'MR. DULA, IN LINE WITH BACK OR EAST SIDE OF HIS HOUSE, IN LINE WITH
 FA1982'POWER-LINE POLE ON EAST SIDE OF HIGHWAY AND TELEPHONE POLE ON
 FA1982'WEST SIDE OF HIGHWAY, 110 FEET EAST OF POWER-LINE POLE, 7-1/2
 FA1982'FEET NORTH OF 3-FOOT OAK TREE.  TO REACH FROM POST OFFICE IN
 FA1982'ANSONVILLE, GO NORTH 0.5 MILE ON ROUTH 80 DIRECT STATION
 FA1982'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FA1982'MARKS IN CONCRETE.  UPPER MARK IS 6 INCHES BELOW
 FA1982'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FA1982'CONCRETE.  NO. 1 IS ON TOP OF HILL, 18 FEET NORTH OF
 FA1982'CENTER LINE OF DIRT ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION
 FA1982'N 33 DEG 56 MIN E.  TO REACH FROM STATION, GO
 FA1982'NORTH 0.2 MILE, TURN RIGHT (EAST) ONTO DIRT ROAD, AND FOLLOW 0.1
 FA1982'MILE TO TOP OF HILL.  NO. 2 IS ON TOP BANK 25 FEET EAST
 FA1982'OF CENTER LINE OF ROUTE 80, 3 FEET SOUTH BY WEST OF POWERLINE POLE
 FA1982'MENTIONED ABOVE, AND 110.2 FEET FROM STATION S 88 DEG 21 MIN W
 FA1982'NO. 3 IS ON BANK 25 FEET EAST OF CENTER LINE OF
 FA1982'HIGHWAY, AND 187.35 FEET FROM STATION N 22 DEG 57 MIN W.
 FA1982
 FA1982                          STATION RECOVERY (1952)
 FA1982
 FA1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 FA1982'STATION ERRONEOUSLY PLACED IN RICHMOND COUNTY IN ORIGINAL
 FA1982'DESCRIPTION.
 FA1982'
 FA1982'THE STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD
 FA1982'CONDITION.  R.M. 1 (AZ. MK.) WAS SAID TO HAVE BEEN UPROOTED AND
 FA1982'FROM REOBSERVATION OF DIRECTIONS WAS EVIDENTLY REPLACED ABOUT
 FA1982'3 MINUTES IN LESSER AZIMUTH FROM THE STATION.  R.M. 3 WAS FOUND
 FA1982'VISIBLY DISPLACED ABOUT 1/4-INCH AND VERY NEARLY IN THE LINE OF
 FA1982'ITS ORIGINAL AZIMUTH FROM THE STATION.  NEW REFERENCE MARKS, NO.
 FA1982'4 AND 5, WERE SET AND THE PREVIOUSLY RESET AZIMUTH MARK WAS
 FA1982'RESTAMPED NO. 6.  R.M.S 2 AND 3 WERE DESTROYED ON ACCOUNT OF
 FA1982'ROAD WIDENING.
 FA1982'
 FA1982'STATION IS 1/2 MILE N OF ANSONVILLE, ON PROPERTY OF MRS. DULA,
 FA1982'132 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 52, 107 FEET N OF
 FA1982'THE NE CORNER OF THE DULA RESIDENCE, 73 FEET N OF THE CENTER OF
 FA1982'A 4-FOOT WHITE OAK, AND 2 FEET W OF THE PROJECTED PLANE OF THE
 FA1982'E WALL OF THE SAID RESIDENCE.
 FA1982'
 FA1982'STATION MARKS ARE STANDARD STATION DISKS SET IN
 FA1982'CONCRETE.  SURFACE MARK IS 6 INCHES UNDERGROUND AND THE DISK
 FA1982'IS STAMPED ANSONVILLE 1933.
 FA1982'
 FA1982'R.M. 4 IS 31.193 METERS (102.34 FEET) W OF THE STATION, 71.5
 FA1982'FEET N OF A WELL, 30 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 FA1982'4 FEET E OF THE TOP OF THE ROAD BANK, AND 4 FEET ABOVE THE LEVEL
 FA1982'OF THE HIGHWAY.  IT IS A STANDARD DISK SET IN CONCRETE, PROJECTS
 FA1982'2 INCHES, AND THE DISK IS STAMPED ANSONVILLE NO 4 1952.
 FA1982'
 FA1982'R.M. 5 IS 57.184 METERS (187.61 FEET) NNW OF THE STATION, 237.5
 FA1982'FEET N OF THE WELL, 31.5 FEET E OF THE CENTER LINE OF THE
 FA1982'HIGHWAY, AND 4 FEET E OF THE TOP OF THE ROAD BANK.  IT IS A
 FA1982'STANDARD DISK SET IN CONCRETE, PROJECTS 5 INCHES, AND THE DISK
 FA1982'IS STAMPED ANSONVILLE NO 5 1952.
 FA1982'
 FA1982'R.M. 6 (AZ. MK.) IS ABOUT 0.2 MILE ABOUT NE OF THE STATION, 0.1
 FA1982'MILE E OF U.S. HIGHWAY 52, 18 FEET N OF THE CENTER LINE OF A
 FA1982'SECONDARY GRADED ROAD, AND AT THE LOCAL SUMMIT OF SECONDARY
 FA1982'ROAD GRADES.  IT IS A STANDARD DISK SET IN CONCRETE, PROJECTS
 FA1982'12 INCHES, AND THE DISK IS STAMPED ANSONVILLE NO 6 1952.
 FA1982
 FA1982                          STATION RECOVERY (1967)
 FA1982
 FA1982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA1982'ANSONVILLE 1933 GOOD
 FA1982'
 FA1982'RM 1 HAS BEEN DISTURBED, IS OF NO VALUE
 FA1982'
 FA1982'RM 2 APPEARS TO BE DESTROYED WITH HIGHWAY CONSTRUCTION
 FA1982'
 FA1982'RM 3 DESTROYED BY HIGHWAY CONSTRUCTION
 FA1982'
 FA1982'SHOULD READ--TO REACH STATION FROM THE INTERSECTION OF SR 1621
 FA1982'WITH U.S. 52 IN ANSONVILLE, GO NORTH ON U.S. 52 FOR 0.5 MILE TO
 FA1982'WHITE HOUSE ON RIGHT (EAST).  STATION IS ON NORTH SIDE OF
 FA1982'YARD AT WEST END OF HEDGE, AT SOUTH EDGE OF FIELD IN LINE WITH
 FA1982'BACK OF HOUSE, AND 70.9 FEET NORTH OF A 40 INCH OAK TREE.
 FA1982'
 FA1982'NOTE--NCGS STATION CHERRY IS IN VICINITY OF WHERE RM 1 WAS LOCATED.
 FA1982
 FA1982                          STATION RECOVERY (1974)
 FA1982
 FA1982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1982'ANSONVILLE NO 4 1952 GOOD
 FA1982'
 FA1982'ANSONVILLE NO 5 1952 HAS BEEN DISTURBED
 FA1982'
 FA1982'ANSONVILLE NO 6 1952 (AZ.) HAS BEEN DISTURBED
 FA1982'
 FA1982'ANSONVILLE 1933 IS 106.5 FT E OF PP 1521 WITH ALUMINUM REF. TAG
 FA1982'
 FA1982'ANSONVILLE NO 4 1952 IS 12.8 FT NNE OF PP 1521
 FA1982'
 FA1982'AZ. MARK WAS TRAVERSED THROUGH ON STANLY CO. PROJECT
 FA1982
 FA1982                          STATION RECOVERY (1993)
 FA1982
 FA1982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 FA1982'RECOVERED AS DESCRIBED. MOUNT GILEAD SOUTHERN BELL MICROWAVE TOWER IS
 FA1982'VISIBLE AND THE GRID AZIMUTH IS--51-27-07.73--.
 FA1982
 FA1982                          STATION RECOVERY (1996)
 FA1982
 FA1982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA1982'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2009 ***********************************************************************
 FA2009  DESIGNATION -  ANSONVILLE RM 4
 FA2009  PID         -  FA2009
 FA2009  STATE/COUNTY-  NC/ANSON
 FA2009  USGS QUAD   -  ANSONVILLE (1983)
 FA2009
 FA2009                         *CURRENT SURVEY CONTROL
 FA2009  ___________________________________________________________________
 FA2009* NAD 83(2001)-  35 06 32.65104(N)    080 06 24.74453(W)     ADJUSTED  
 FA2009* NAVD 88     -       110.90   (+/-2cm)     363.8    (feet)  VERTCON   
 FA2009  ___________________________________________________________________
 FA2009  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FA2009  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FA2009  HORZ ORDER  -  SECOND
 FA2009  VERT ORDER  -  THIRD ? (See Below)
 FA2009
 FA2009.The horizontal coordinates were established by classical geodetic methods
 FA2009.and adjusted by the National Geodetic Survey in August 2005.
 FA2009
 FA2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2009.The vertical order pertains to the NGVD 29 superseded value.
 FA2009
 FA2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2009
 FA2009.The geoid height was determined by GEOID03.
 FA2009
 FA2009;                    North         East     Units Scale Factor Converg.
 FA2009;SPC NC       -   151,324.040   508,705.665   MT  0.99987568   -0 38 19.9
 FA2009;SPC NC       -   496,468.95  1,668,978.50   sFT  0.99987568   -0 38 19.9
 FA2009;UTM  17      - 3,885,503.458   581,392.106   MT  0.99968164   +0 30 49.3
 FA2009
 FA2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2009!SPC NC       -   0.99998739  x   0.99987568  =   0.99986307
 FA2009!UTM  17      -   0.99998739  x   0.99968164  =   0.99966903
 FA2009
 FA2009                          SUPERSEDED SURVEY CONTROL
 FA2009
 FA2009  NAD 83(1986)-  35 06 32.66299(N)    080 06 24.75670(W) AD(       ) 2
 FA2009  NAD 27      -  35 06 32.12854(N)    080 06 25.54107(W) AD(       ) 2
 FA2009  NGVD 29 (07/19/86)  111.19   (m)          364.8    (f) LEVELING    3  
 FA2009
 FA2009.Superseded values are not recommended for survey control.
 FA2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2009.See file dsdata.txt to determine how the superseded data were derived.
 FA2009
 FA2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8139285503(NAD 83)
 FA2009_MARKER: DR = REFERENCE MARK DISK
 FA2009_SETTING: 0 = UNSPECIFIED SETTING
 FA2009
 FA2009  HISTORY     - Date     Condition        Report By
 FA2009  HISTORY     - 1974     MONUMENTED       CGS
 FA2009
 FA2009                          STATION DESCRIPTION
 FA2009
 FA2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1974
 FA2009'STATION IS 1/2 MILE N OF ANSONVILLE, ON PROPERTY OF MRS. DULA,
 FA2009'132 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 52, 107 FEET N OF
 FA2009'THE NE CORNER OF THE DULA RESIDENCE, 73 FEET N OF THE CENTER OF
 FA2009'A 4-FOOT WHITE OAK, AND 2 FEET W OF THE PROJECTED PLANE OF THE
 FA2009'E WALL OF THE SAID RESIDENCE.
 FA2009'
 FA2009'R.M. 4 IS 31.193 METERS (102.34 FEET) W OF STATION ANSONVILLE,
 FA2009'71.5 FEET N OF A WELL, 30 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 FA2009'4 FEET E OF THE TOP OF THE ROAD BANK, AND 4 FEET ABOVE THE LEVEL
 FA2009'OF THE HIGHWAY.  IT IS A STANDARD DISK SET IN CONCRETE, PROJECTS
 FA2009'2 INCHES, AND THE DISK IS STAMPED ANSONVILLE NO 4 1952.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2006 ***********************************************************************
 FA2006  DESIGNATION -  ANSONVILLE RM 6 AZIMUTH
 FA2006  PID         -  FA2006
 FA2006  STATE/COUNTY-  NC/ANSON
 FA2006  USGS QUAD   -  ANSONVILLE (1983)
 FA2006
 FA2006                         *CURRENT SURVEY CONTROL
 FA2006  ___________________________________________________________________
 FA2006* NAD 83(2001)-  35 06 41.72021(N)    080 06 16.02034(W)     ADJUSTED  
 FA2006* NAVD 88     -       111.86   (+/-2cm)     367.0    (feet)  VERTCON   
 FA2006  ___________________________________________________________________
 FA2006  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FA2006  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA2006  HORZ ORDER  -  SECOND
 FA2006  VERT ORDER  -  THIRD ? (See Below)
 FA2006
 FA2006.The horizontal coordinates were established by classical geodetic methods
 FA2006.and adjusted by the National Geodetic Survey in August 2005.
 FA2006
 FA2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2006.The vertical order pertains to the NGVD 29 superseded value.
 FA2006
 FA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2006
 FA2006.The geoid height was determined by GEOID03.
 FA2006
 FA2006;                    North         East     Units Scale Factor Converg.
 FA2006;SPC NC       -   151,601.016   508,929.665   MT  0.99987557   -0 38 14.8
 FA2006;SPC NC       -   497,377.67  1,669,713.41   sFT  0.99987557   -0 38 14.8
 FA2006;UTM  17      - 3,885,784.829   581,610.447   MT  0.99968208   +0 30 54.4
 FA2006
 FA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2006!SPC NC       -   0.99998724  x   0.99987557  =   0.99986281
 FA2006!UTM  17      -   0.99998724  x   0.99968208  =   0.99966932
 FA2006
 FA2006|---------------------------------------------------------------------|
 FA2006| PID    Reference Object                     Distance      Geod. Az  |
 FA2006|                                                           dddmmss.s |
 FA2006| FA1982 ANSONVILLE                          341.019 METERS 21351     |
 FA2006| FA1994 POLE                                336.529 METERS 22350     |
 FA2006| FA1986 CHERRY                               31.671 METERS 27938     |
 FA2006|---------------------------------------------------------------------|
 FA2006
 FA2006                          SUPERSEDED SURVEY CONTROL
 FA2006
 FA2006  NAD 83(1986)-  35 06 41.73220(N)    080 06 16.03273(W) AD(       ) 2
 FA2006  NAD 27      -  35 06 41.19810(N)    080 06 16.81713(W) AD(       ) 2
 FA2006  NGVD 29 (07/19/86)  112.15   (m)          367.9    (f) LEVELING    3  
 FA2006
 FA2006.Superseded values are not recommended for survey control.
 FA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2006.See file dsdata.txt to determine how the superseded data were derived.
 FA2006
 FA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8161085785(NAD 83)
 FA2006_MARKER: DR = REFERENCE MARK DISK
 FA2006_SETTING: 0 = UNSPECIFIED SETTING
 FA2006
 FA2006  HISTORY     - Date     Condition        Report By
 FA2006  HISTORY     - 1974     MONUMENTED       CGS
 FA2006  HISTORY     - 1986     GOOD             USPSQD
 FA2006
 FA2006                          STATION DESCRIPTION
 FA2006
 FA2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1974
 FA2006'R.M. 6 (AZ. MK.) IS ABOUT 0.2 MILE ABOUT NE OF STATION ANSONVILLE, 0.1
 FA2006'MILE E OF U.S. HIGHWAY 52, 18 FEET N OF THE CENTER LINE OF A
 FA2006'SECONDARY GRADED ROAD, AND AT THE LOCAL SUMMIT OF SECONDARY
 FA2006'ROAD GRADES.  IT IS A STANDARD DISK SET IN CONCRETE, PROJECTS
 FA2006'12 INCHES, AND THE DISK IS STAMPED ANSONVILLE NO 6 1952.
 FA2006
 FA2006                          STATION RECOVERY (1986)
 FA2006
 FA2006'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2634 ***********************************************************************
 EA2634  DESIGNATION -  ANT
 EA2634  PID         -  EA2634
 EA2634  STATE/COUNTY-  NC/NEW HANOVER
 EA2634  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2634
 EA2634                         *CURRENT SURVEY CONTROL
 EA2634  ___________________________________________________________________
 EA2634* NAD 83(2001)-  34 00 00.72775(N)    077 54 25.21233(W)     ADJUSTED  
 EA2634* NAVD 88     -              **(meters)            **(feet)            
 EA2634  ___________________________________________________________________
 EA2634  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 EA2634  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EA2634  HORZ ORDER  -  THIRD
 EA2634
 EA2634.The horizontal coordinates were established by classical geodetic methods
 EA2634.and adjusted by the National Geodetic Survey in August 2005.
 EA2634
 EA2634
 EA2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2634
 EA2634.The geoid height was determined by GEOID03.
 EA2634
 EA2634;                    North         East     Units Scale Factor Converg.
 EA2634;SPC NC       -    28,312.816   710,586.190   MT  1.00010889   +0 37 51.0
 EA2634;SPC NC       -    92,889.63  2,331,314.86   sFT  1.00010889   +0 37 51.0
 EA2634;UTM  18      - 3,765,989.241   231,501.681   MT  1.00048879   -1 37 35.6
 EA2634
 EA2634                          SUPERSEDED SURVEY CONTROL
 EA2634
 EA2634  NAD 83(1986)-  34 00 00.73946(N)    077 54 25.22437(W) AD(       ) 4
 EA2634  NAD 27      -  34 00 00.11800(N)    077 54 26.26700(W) AD(       ) 3
 EA2634
 EA2634.Superseded values are not recommended for survey control.
 EA2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2634.See file dsdata.txt to determine how the superseded data were derived.
 EA2634
 EA2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3150265989(NAD 83)
 EA2634
 EA2634  HISTORY     - Date     Condition        Report By
 EA2634  HISTORY     - UNK      MONUMENTED
 EA2634  HISTORY     - 1926     SEE DESCRIPTION  CGS
 EA2634  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2634  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2634  HISTORY     - 20051115 MARK NOT FOUND   USPSQD
 EA2634
 EA2634                          STATION DESCRIPTION
 EA2634
 EA2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2634'THIS STATION WAS SEARCHED FOR AND ONLY THE ROTTING LEGS OF
 EA2634'THE OLD TRIPOD COULD BE FOUND.  THE STATION WAS NOT MARKED AND
 EA2634'MAY BE CONSIDERED AS LOST.
 EA2634
 EA2634                          STATION RECOVERY (1933)
 EA2634
 EA2634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2634'NO DESCRIPTION WAS AVAILABLE TO THE FIELD PARTY.  STATION PLOTS
 EA2634'ON A WATER TANK ON CHART.  THERE ARE TWO ADJACENT TANK TOWERS AT
 EA2634'THIS POINT, A HIGHER AND OLDER STEEL TOWER FROM WHICH THE TANK
 EA2634'HAS BEEN REMOVED AND A LOWER WOODEN STRUCTURE ABOUT 10 METERS
 EA2634'SEAWARD OF THE OLD TANK.  NO ONE COULD BE FOUND IN THE LOCALITY
 EA2634'WHO COULD GIVE ANY DATES ABOUT THE TWO TANKS.
 EA2634
 EA2634                          STATION RECOVERY (2004)
 EA2634
 EA2634'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2634'MARK NOT FOUND.
 EA2634
 EA2634                          STATION RECOVERY (2005)
 EA2634
 EA2634'RECOVERY NOTE BY US POWER SQUADRON 2005 (RIT)
 EA2634'SEE THE 1926 REPORT BY THE COAST AND GEODETIC SURVEY.  STATION NOT
 EA2634'MARKED AND MAY BE
 EA2634'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1812 ***********************************************************************
 AI1812  DESIGNATION -  ANT
 AI1812  PID         -  AI1812
 AI1812  STATE/COUNTY-  NC/CHATHAM
 AI1812  USGS QUAD   -  BEAR CREEK (1980)
 AI1812
 AI1812                         *CURRENT SURVEY CONTROL
 AI1812  ___________________________________________________________________
 AI1812* NAD 83(2007)-  35 33 10.97841(N)    079 23 38.93162(W)     ADJUSTED  
 AI1812* NAVD 88     -       121.5    (meters)     399.     (feet)  GPS OBS   
 AI1812  ___________________________________________________________________
 AI1812  EPOCH DATE  -        2002.00
 AI1812  X           -     956,160.746 (meters)                     COMP
 AI1812  Y           -  -5,106,315.109 (meters)                     COMP
 AI1812  Z           -   3,688,010.812 (meters)                     COMP
 AI1812  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AI1812  ELLIP HEIGHT-          90.540 (meters)          (02/10/07) ADJUSTED
 AI1812  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AI1812
 AI1812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1812  Type    PID    Designation                      North   East  Ellip
 AI1812  -------------------------------------------------------------------
 AI1812  NETWORK AI1812 ANT                               1.78   1.47   3.14
 AI1812  -------------------------------------------------------------------
 AI1812
 AI1812.The horizontal coordinates were established by GPS observations
 AI1812.and adjusted by the National Geodetic Survey in February 2007.
 AI1812
 AI1812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1812.The horizontal coordinates are valid at the epoch date displayed above.
 AI1812.The epoch date for horizontal control is a decimal equivalence
 AI1812.of Year/Month/Day.
 AI1812
 AI1812.The orthometric height was determined by GPS observations and a
 AI1812.high-resolution geoid model.
 AI1812
 AI1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1812
 AI1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1812
 AI1812.The ellipsoidal height was determined by GPS observations
 AI1812.and is referenced to NAD 83.
 AI1812
 AI1812.The geoid height was determined by GEOID03.
 AI1812
 AI1812;                    North         East     Units Scale Factor Converg.
 AI1812;SPC NC       -   200,084.443   573,868.124   MT  0.99988637   -0 13 39.0
 AI1812;SPC NC       -   656,443.71  1,882,765.67   sFT  0.99988637   -0 13 39.0
 AI1812;UTM  17      - 3,935,563.141   645,550.131   MT  0.99986106   +0 56 02.0
 AI1812
 AI1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1812!SPC NC       -   0.99998579  x   0.99988637  =   0.99987216
 AI1812!UTM  17      -   0.99998579  x   0.99986106  =   0.99984685
 AI1812
 AI1812                          SUPERSEDED SURVEY CONTROL
 AI1812
 AI1812  NAD 83(2001)-  35 33 10.97847(N)    079 23 38.93190(W) AD(       ) 1
 AI1812  ELLIP H (03/13/03)   90.556  (m)                       GP(       ) 4 2
 AI1812  NAD 83(1986)-  35 33 10.98523(N)    079 23 38.93958(W) AD(       ) 1
 AI1812
 AI1812.Superseded values are not recommended for survey control.
 AI1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1812.See file dsdata.txt to determine how the superseded data were derived.
 AI1812
 AI1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4555035563(NAD 83)
 AI1812_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1812_STAMPING: ANT 1989
 AI1812_MARK LOGO: NCGS  
 AI1812_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1812+STABILITY: SURFACE MOTION
 AI1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1812+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI1812
 AI1812  HISTORY     - Date     Condition        Report By
 AI1812  HISTORY     - 1989     MONUMENTED       NCGS
 AI1812  HISTORY     - 20060607 GOOD             GEOCAC
 AI1812
 AI1812                          STATION DESCRIPTION
 AI1812
 AI1812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1812'STATION IS LOCATED ABOUT 7.38 KM (4.60 MI) SOUTHWEST OF GOLDSTON AND
 AI1812'19.82 KM (12.30 MI) SOUTH-SOUTHEAST OF SILER CITY. ALONG SR 2303
 AI1812'(GOLDSTON-GLENDON ROAD) FOR 8.3 KM (5.15 MI) SOUTHWEST FROM SR 2333
 AI1812'(SOUTH MAIN STREET IN GOLDSTON) TO SR 1009 (BONLEE-CARBONTON ROAD), ON
 AI1812'NORTH SIDE OF THE CROSSROADS IN THE SOUTH END OF A CONCRETE TRAFFIC
 AI1812'ISLAND. MARK IS LEVEL WITH ROAD AND FLUSH WITH CONCRETE TRAFFIC
 AI1812'ISLAND. LOCATED 10.45 M (34.28 FT) NORTH OF THE CENTERLINE OF SR 2303,
 AI1812'19.60 M (64.30 FT) SOUTH OF THE NORTH END OF ISLAND, 19.07 M (62.57
 AI1812'FT) SOUTHEAST OF A METAL SIGN POLE, 30.0 M (98.4 FT) SOUTH-SOUTHEAST
 AI1812'OF A RIGHT-OF-WAY MARKER, AND 36.1 M (118.4 FT) WEST OF A TELEPHONE
 AI1812'EQUIPMENT SUPPORT POST WITH A REFERENCE TAG.
 AI1812
 AI1812                          STATION RECOVERY (2006)
 AI1812
 AI1812'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI1812'THE STATION AND AZ MARK WERE RECOVERED AS DESCRIBED.
 AI1812' 
 AI1812' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1813 ***********************************************************************
 AI1813  DESIGNATION -  ANT AZ MK
 AI1813  PID         -  AI1813
 AI1813  STATE/COUNTY-  NC/CHATHAM
 AI1813  USGS QUAD   -  BEAR CREEK (1980)
 AI1813
 AI1813                         *CURRENT SURVEY CONTROL
 AI1813  ___________________________________________________________________
 AI1813* NAD 83(2001)-  35 33 23.90791(N)    079 23 36.36019(W)     ADJUSTED  
 AI1813* NAVD 88     -       127.2    (meters)     417.     (feet)  VERT ANG  
 AI1813  ___________________________________________________________________
 AI1813  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AI1813  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AI1813  HORZ ORDER  -  SECOND
 AI1813
 AI1813.The horizontal coordinates were established by classical geodetic methods
 AI1813.and adjusted by the National Geodetic Survey in August 2005.
 AI1813
 AI1813.The orthometric height was determined by vertical angle observations.
 AI1813
 AI1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1813
 AI1813.The geoid height was determined by GEOID03.
 AI1813
 AI1813;                    North         East     Units Scale Factor Converg.
 AI1813;SPC NC       -   200,482.621   573,934.459   MT  0.99988670   -0 13 37.5
 AI1813;SPC NC       -   657,750.07  1,882,983.30   sFT  0.99988670   -0 13 37.5
 AI1813;UTM  17      - 3,935,962.571   645,608.380   MT  0.99986127   +0 56 03.8
 AI1813
 AI1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1813!SPC NC       -   0.99998489  x   0.99988670  =   0.99987159
 AI1813!UTM  17      -   0.99998489  x   0.99986127  =   0.99984616
 AI1813
 AI1813                          SUPERSEDED SURVEY CONTROL
 AI1813
 AI1813  NAD 83(1986)-  35 33 23.91467(N)    079 23 36.36787(W) AD(       ) 2
 AI1813
 AI1813.Superseded values are not recommended for survey control.
 AI1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1813.See file dsdata.txt to determine how the superseded data were derived.
 AI1813
 AI1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4560835963(NAD 83)
 AI1813_MARKER: DZ = AZIMUTH MARK DISK
 AI1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1813_STAMPING: ANT 1989
 AI1813_MARK LOGO: NCGS  
 AI1813_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1813+STABILITY: SURFACE MOTION
 AI1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1813+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 AI1813
 AI1813  HISTORY     - Date     Condition        Report By
 AI1813  HISTORY     - 1989     MONUMENTED       NCGS
 AI1813  HISTORY     - 20060607 GOOD             GEOCAC
 AI1813
 AI1813                          STATION DESCRIPTION
 AI1813
 AI1813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1813'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) WEST-SOUTHWEST OF GOLDSTON
 AI1813'AND 19.47 KM (12.10 MI) SOUTH-SOUTHEAST OF SILER CITY. PROCEED ALONG
 AI1813'SR 2303 (GOLDSTON-GLENDON ROAD) FOR 8.3 KM (5.15 MI) SOUTHWEST FROM SR
 AI1813'2333 (SOUTH MAIN STREET IN GOLDSTON) TO SR 1009 (BONLEE-CARBONTON
 AI1813'ROAD), THENCE 0.4 KM (0.25 MI) NORTH ALONG SR 1009 TO STATION IN THE
 AI1813'NORTHEAST CORNER OF A YARD. MARK IS LEVEL WITH ROAD AND FLUSH WITH
 AI1813'GROUND. LOCATED 6.8 M (22.3 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 AI1813'ROAD, 2.6 M (8.5 FT) NORTH-NORTHWEST OF THE NORTH END OF A DRIVEWAY
 AI1813'CULVERT, 20.75 M (68.08 FT) EAST OF NORTHEAST CORNER OF BRICK
 AI1813'HOUSE--AND 0.89 M (2.92 FT) SOUTH OF A CORNER FENCE POST, 25.1 M (82.3
 AI1813'FT) SOUTH-SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AI1813
 AI1813                          STATION RECOVERY (2006)
 AI1813
 AI1813'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI1813'RECOVERED AS DESCRIBED. STREET ADDRESS IS 3560.
 AI1813' 
 AI1813' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1815 ***********************************************************************
 FZ1815  DESIGNATION -  ANTENNA
 FZ1815  PID         -  FZ1815
 FZ1815  STATE/COUNTY-  NC/YADKIN
 FZ1815  USGS QUAD   -  YADKINVILLE (1966)
 FZ1815
 FZ1815                         *CURRENT SURVEY CONTROL
 FZ1815  ___________________________________________________________________
 FZ1815* NAD 83(2001)-  36 08 46.26732(N)    080 39 21.46515(W)     ADJUSTED  
 FZ1815* NAVD 88     -       282.9    (meters)     928.     (feet)  VERTCON   
 FZ1815  ___________________________________________________________________
 FZ1815  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 FZ1815  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 FZ1815  HORZ ORDER  -  SECOND
 FZ1815
 FZ1815.The horizontal coordinates were established by classical geodetic methods
 FZ1815.and adjusted by the National Geodetic Survey in August 2005.
 FZ1815
 FZ1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1815
 FZ1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1815
 FZ1815.The geoid height was determined by GEOID03.
 FZ1815
 FZ1815;                    North         East     Units Scale Factor Converg.
 FZ1815;SPC NC       -   267,064.087   460,577.329   MT  0.99999435   -0 57 20.8
 FZ1815;SPC NC       -   876,192.76  1,511,077.45   sFT  0.99999435   -0 57 20.8
 FZ1815;UTM  17      - 4,000,217.555   530,950.008   MT  0.99961180   +0 12 10.6
 FZ1815
 FZ1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1815!SPC NC       -   0.99996084  x   0.99999435  =   0.99995519
 FZ1815!UTM  17      -   0.99996084  x   0.99961180  =   0.99957266
 FZ1815
 FZ1815:                Primary Azimuth Mark                     Grid Az
 FZ1815:SPC NC       -  MAIN                                     178 08 23.5
 FZ1815:UTM  17      -  MAIN                                     176 58 52.1
 FZ1815
 FZ1815|---------------------------------------------------------------------|
 FZ1815| PID    Reference Object                     Distance      Geod. Az  |
 FZ1815|                                                           dddmmss.s |
 FZ1815| FZ1822 MAIN                                APPROX. 1.3 KM 1771102.7 |
 FZ1815|---------------------------------------------------------------------|
 FZ1815
 FZ1815                          SUPERSEDED SURVEY CONTROL
 FZ1815
 FZ1815  NAD 83(1993)-  36 08 46.27376(N)    080 39 21.47465(W) AD(       ) 2
 FZ1815  NAD 83(1986)-  36 08 46.27892(N)    080 39 21.46998(W) AD(       ) 2
 FZ1815  NAD 27      -  36 08 45.79004(N)    080 39 22.24710(W) AD(       ) 2
 FZ1815  NGVD 29 (07/19/86)  283.1    (m)          929.     (f) VERT ANG    3  
 FZ1815
 FZ1815.Superseded values are not recommended for survey control.
 FZ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1815.See file dsdata.txt to determine how the superseded data were derived.
 FZ1815
 FZ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3095000218(NAD 83)
 FZ1815_MARKER: DE = TRAVERSE STATION DISK
 FZ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1815_STAMPING: ANTENNA 1967
 FZ1815_MARK LOGO: NCGS  
 FZ1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1815+STABILITY: SURFACE MOTION
 FZ1815
 FZ1815  HISTORY     - Date     Condition        Report By
 FZ1815  HISTORY     - 1967     MONUMENTED       NCGS
 FZ1815  HISTORY     - 20071014 MARK NOT FOUND   GEOCAC
 FZ1815
 FZ1815                          STATION DESCRIPTION
 FZ1815
 FZ1815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FZ1815'ANTENNA IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ1815'ESTABLISHED IN THE VICINITY OF YADKINVILLE, NORTH CAROLINA.
 FZ1815'
 FZ1815'ANTENNA IS LOCATED APPROXIMATELY 0.7 MILE NORTHEAST OF
 FZ1815'YADKINVILLE.  TO REACH STATION PROCEED FROM THE COURTHOUSE IN
 FZ1815'YADKINVILLE, GO NORTH ON U.S. 601 FOR 0.3 MILES TO INTERSECTION
 FZ1815'OF SR 1500, TURN NORTHEAST ON SR 1500 (PLEASANT GROVE CHURCH
 FZ1815'RD.) FOR 0.55 MILE TO STATION.  WHICH IS ON THE NORTHWEST EDGE
 FZ1815'OF ABOUT A 4 FOOT CUT AND SOUTHWEST BANK OF ROAD, ACROSS ROAD
 FZ1815'FROM EAST SIDE OF OLD ONE STORY FRAME HOUSE AND ON NORTHWEST
 FZ1815'SIDE OF PROPERTY FOR YADKINVILLE BROADCASTING CO.
 FZ1815'
 FZ1815'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1815'ANTENNA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FZ1815'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1815'
 FZ1815'MARK IS
 FZ1815'
 FZ1815'16.1 FT ESE OF C/L OF DIRT ROAD
 FZ1815'
 FZ1815'48.0 FT ESE OF 24 INCH MAPLE, EASTERNMOST OF LINE OF THREE
 FZ1815'MAPLES, AND WITH ALUMINUM REF. TAG
 FZ1815'
 FZ1815'56.2 FT SE OF SE CORNER OF OLD ONE STORY FRAME HOUSE
 FZ1815'
 FZ1815'40.3 FT SW OF PP WITH TRANSFORMER (NO. 5), WITH ALUMINUM
 FZ1815'REF. TAG
 FZ1815'
 FZ1815'49.6 FT S OF 8 INCH PINE WITH ALUMINUM REF. TAG ON NW SIDE OF
 FZ1815'DIRT ROAD
 FZ1815
 FZ1815                          STATION RECOVERY (2007)
 FZ1815
 FZ1815'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ1815'NOT FOUND BUT MAY STILL EXIST. MOST OF THE ORIGINAL REFERENCE OBJECTS
 FZ1815'ARE GONE.
 FZ1815' 
 FZ1815'SR1500 HAS BEEN RENAMED TENNESSEE ROAD. THE BROADCASTING COMPANY SOLD
 FZ1815'THE PROPERTY IN 1992 AND THE ANTENNAS HAVE BEEN REMOVED. THE CURRENT
 FZ1815'OWNER IS YADKIN BAPTIST ASSOCIATION. DEED BOOKS 379-564, 338-833, AND
 FZ1815'223-905 WERE CONSULTED. HOWEVER, NONE OF THESE REFERS TO FZ1815 IN THE
 FZ1815'BOUNDARY DESCRIPTION.
 FZ1815' 
 FZ1815' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2933 ***********************************************************************
 FY2933  DESIGNATION -  ANTENNA
 FY2933  PID         -  FY2933
 FY2933  STATE/COUNTY-  NC/DURHAM
 FY2933  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY2933
 FY2933                         *CURRENT SURVEY CONTROL
 FY2933  ___________________________________________________________________
 FY2933* NAD 83(2001)-  36 02 10.40229(N)    078 58 14.32370(W)     ADJUSTED  
 FY2933* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 FY2933  ___________________________________________________________________
 FY2933  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 FY2933  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 FY2933  HORZ ORDER  -  SECOND
 FY2933
 FY2933.The horizontal coordinates were established by classical geodetic methods
 FY2933.and adjusted by the National Geodetic Survey in August 2005.
 FY2933
 FY2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2933
 FY2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2933
 FY2933.The geoid height was determined by GEOID03.
 FY2933
 FY2933;                    North         East     Units Scale Factor Converg.
 FY2933;SPC NC       -   253,620.216   612,246.632   MT  0.99996620   +0 01 01.0
 FY2933;SPC NC       -   832,085.66  2,008,679.16   sFT  0.99996620   +0 01 01.0
 FY2933;UTM  17      - 3,989,871.363   682,829.091   MT  1.00001189   +1 11 39.1
 FY2933
 FY2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2933!SPC NC       -   0.99997882  x   0.99996620  =   0.99994502
 FY2933!UTM  17      -   0.99997882  x   1.00001189  =   0.99999071
 FY2933
 FY2933:                Primary Azimuth Mark                     Grid Az
 FY2933:SPC NC       -  RADIO                                    125 48 49.7
 FY2933:UTM  17      -  RADIO                                    124 38 11.6
 FY2933
 FY2933|---------------------------------------------------------------------|
 FY2933| PID    Reference Object                     Distance      Geod. Az  |
 FY2933|                                                           dddmmss.s |
 FY2933| FY2952 RADIO                               458.035 METERS 1254950.7 |
 FY2933| FY2955 WARD                                APPROX. 1.0 KM 2843358.4 |
 FY2933|---------------------------------------------------------------------|
 FY2933
 FY2933                          SUPERSEDED SURVEY CONTROL
 FY2933
 FY2933  NAD 83(1993)-  36 02 10.40577(N)    078 58 14.33170(W) AD(       ) 2
 FY2933  NAD 83(1986)-  36 02 10.40330(N)    078 58 14.33344(W) AD(       ) 2
 FY2933  NAD 27      -  36 02 09.89397(N)    078 58 15.29943(W) AD(       ) 2
 FY2933  NGVD 29 (07/19/86)  166.2    (m)          545.     (f) VERT ANG    3  
 FY2933
 FY2933.Superseded values are not recommended for survey control.
 FY2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2933.See file dsdata.txt to determine how the superseded data were derived.
 FY2933
 FY2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8282989871(NAD 83)
 FY2933_MARKER: DE = TRAVERSE STATION DISK
 FY2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2933_STAMPING: ANTENNA 1963
 FY2933_MARK LOGO: NCGS  
 FY2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2933+STABILITY: SURFACE MOTION
 FY2933
 FY2933  HISTORY     - Date     Condition        Report By
 FY2933  HISTORY     - 1963     MONUMENTED       NCGS
 FY2933  HISTORY     - 1988     GOOD             USPSQD
 FY2933
 FY2933                          STATION DESCRIPTION
 FY2933
 FY2933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY2933'ANTENNA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2933'THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY2933'
 FY2933'ANTENNA IS 4.3 MILES NW OF DURHAM, LOCATED 1.6 MILES WNW ALONG
 FY2933'I-85 FROM U.S. 501 AND 15.  0.6 MILES E OF BRIDGE OF SPARGER
 FY2933'RD. (SR 1400).  ON CREST OF HILL AT TOP OF DITCH BANK.  ON N SIDE
 FY2933'OF U.S. I-85.
 FY2933'
 FY2933'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2933'ANTENNA 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2933'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2933'
 FY2933'MARK IS
 FY2933'
 FY2933'69.5 FT N OF C/L OF S BOUND LANE OF I-85
 FY2933'
 FY2933'58.5 FT SE OF 3 LEAD NAILS OF 14 INCH PINE
 FY2933'
 FY2933'32.0 FT SW OF 3 LEAD NAILS IN 10 INCH OAK
 FY2933'
 FY2933'89.7 FT ESE OF 3 LEAD NAILS IN 12 INCH ELM
 FY2933'
 FY2933'75.0 FT NW OF RM 1 ON N EDGE OF PAVEMENT
 FY2933'
 FY2933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY2933
 FY2933                          STATION RECOVERY (1988)
 FY2933
 FY2933'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY2933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1648 ***********************************************************************
 FZ1648  DESIGNATION -  ANTHONY
 FZ1648  PID         -  FZ1648
 FZ1648  STATE/COUNTY-  NC/FORSYTH
 FZ1648  USGS QUAD   -  VIENNA (1986)
 FZ1648
 FZ1648                         *CURRENT SURVEY CONTROL
 FZ1648  ___________________________________________________________________
 FZ1648* NAD 83(2001)-  36 12 19.75236(N)    080 24 25.37016(W)     ADJUSTED  
 FZ1648* NAVD 88     -       255.5    (meters)     838.     (feet)  VERTCON   
 FZ1648  ___________________________________________________________________
 FZ1648  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FZ1648  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 FZ1648  HORZ ORDER  -  SECOND
 FZ1648
 FZ1648.The horizontal coordinates were established by classical geodetic methods
 FZ1648.and adjusted by the National Geodetic Survey in August 2005.
 FZ1648
 FZ1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1648
 FZ1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1648
 FZ1648.The geoid height was determined by GEOID03.
 FZ1648
 FZ1648;                    North         East     Units Scale Factor Converg.
 FZ1648;SPC NC       -   273,298.072   483,069.421   MT  1.00001107   -0 48 43.6
 FZ1648;SPC NC       -   896,645.42  1,584,870.26   sFT  1.00001107   -0 48 43.6
 FZ1648;UTM  17      - 4,006,903.253   553,302.726   MT  0.99963501   +0 21 00.9
 FZ1648
 FZ1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1648!SPC NC       -   0.99996513  x   1.00001107  =   0.99997620
 FZ1648!UTM  17      -   0.99996513  x   0.99963501  =   0.99960016
 FZ1648
 FZ1648:                Primary Azimuth Mark                     Grid Az
 FZ1648:SPC NC       -  BUTNER                                   274 22 57.0
 FZ1648:UTM  17      -  BUTNER                                   273 13 12.5
 FZ1648
 FZ1648|---------------------------------------------------------------------|
 FZ1648| PID    Reference Object                     Distance      Geod. Az  |
 FZ1648|                                                           dddmmss.s |
 FZ1648| FZ1654 BUTNER                              APPROX. 0.8 KM 2733413.4 |
 FZ1648|---------------------------------------------------------------------|
 FZ1648
 FZ1648                          SUPERSEDED SURVEY CONTROL
 FZ1648
 FZ1648  NAD 83(1993)-  36 12 19.76015(N)    080 24 25.38045(W) AD(       ) 2
 FZ1648  NAD 83(1986)-  36 12 19.76076(N)    080 24 25.37919(W) AD(       ) 2
 FZ1648  NAD 27      -  36 12 19.26677(N)    080 24 26.18611(W) AD(       ) 2
 FZ1648  NGVD 29 (07/19/86)  255.7    (m)          839.     (f) VERT ANG    3  
 FZ1648
 FZ1648.Superseded values are not recommended for survey control.
 FZ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1648.See file dsdata.txt to determine how the superseded data were derived.
 FZ1648
 FZ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5330306903(NAD 83)
 FZ1648_MARKER: DE = TRAVERSE STATION DISK
 FZ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1648_STAMPING: ANTHONY 1970
 FZ1648_MARK LOGO: NCGS  
 FZ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1648+STABILITY: SURFACE MOTION
 FZ1648
 FZ1648  HISTORY     - Date     Condition        Report By
 FZ1648  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1648  HISTORY     - 19970405 GOOD             USPSQD
 FZ1648
 FZ1648                          STATION DESCRIPTION
 FZ1648
 FZ1648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1648'ANTHONY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1648'THE VICINITY OF DOZIER, NORTH CAROLINA.
 FZ1648'
 FZ1648'ANTHONY IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF DOZIER AND 3.0
 FZ1648'MILES SOUTHWEST OF TOBACCOVILLE.  TO REACH STATION PROCEED FROM THE
 FZ1648'INTERSECTION OF NC 65 AND NC 67 APPROXIMATELY 8 MILES WEST OF
 FZ1648'WINSTON SALEM, GO WEST ON NC 67 FOR 2.4 MILES TO INTERSECTION OF NC
 FZ1648'67 AND SR 1467 (JOYCE NORMAN RD.), CONTINUE WEST ON NC 67 FOR 0.7
 FZ1648'MILE TO STATION ON RIGHT APPROXIMATELY 100 FEET EAST OF
 FZ1648'CONCRETE DRIVEWAY LEADING TO HOME OF MR. ANTHONY, AND 0.7 MILE
 FZ1648'EAST OF INTERSECTION OF NC 67 AND SR 1470.
 FZ1648'
 FZ1648'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANTHONY
 FZ1648'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1648'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1648'
 FZ1648'MARK IS
 FZ1648'21.5 FEET NNE OF C/L OF NC 67.
 FZ1648'104.7 FEET NNE OF ALUMINUM REF. TAG ON TP NO. 134.
 FZ1648'105.8 FEET NW OF ALUMINUM REF. TAG ON 24 INCH POPLAR TREE.
 FZ1648'51.6 FEET E OF ALUMINUM REF. TAG ON MAILBOX POST OF C. C.
 FZ1648'ANTHONY, SR.
 FZ1648'46.3 ESE OF E END OF CONCRETE HEADWALL ON N SIDE OF NC
 FZ1648'67.
 FZ1648
 FZ1648                          STATION RECOVERY (1997)
 FZ1648
 FZ1648'RECOVERY NOTE BY US POWER SQUADRON 1997
 FZ1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4149 ***********************************************************************
 DG4149  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4149  DESIGNATION -  ANTHONY
 DG4149  PID         -  DG4149
 DG4149  STATE/COUNTY-  NC/GASTON
 DG4149  USGS QUAD   -  LINCOLNTON WEST (1993)
 DG4149
 DG4149                         *CURRENT SURVEY CONTROL
 DG4149  ___________________________________________________________________
 DG4149* NAD 83(2007)-  35 23 19.62935(N)    081 19 32.49675(W)     ADJUSTED  
 DG4149* NAVD 88     -       262.28   (meters)     860.5    (feet)  GPS OBS   
 DG4149  ___________________________________________________________________
 DG4149  EPOCH DATE  -        2002.00
 DG4149  X           -     785,119.063 (meters)                     COMP
 DG4149  Y           -  -5,146,209.345 (meters)                     COMP
 DG4149  Z           -   3,673,249.141 (meters)                     COMP
 DG4149  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DG4149  ELLIP HEIGHT-         230.574 (meters)          (02/10/07) ADJUSTED
 DG4149  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DG4149
 DG4149  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4149  Type    PID    Designation                      North   East  Ellip
 DG4149  -------------------------------------------------------------------
 DG4149  NETWORK DG4149 ANTHONY                           0.74   0.63   0.98
 DG4149  -------------------------------------------------------------------
 DG4149
 DG4149.The horizontal coordinates were established by GPS observations
 DG4149.and adjusted by the National Geodetic Survey in February 2007.
 DG4149
 DG4149.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4149.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4149.The horizontal coordinates are valid at the epoch date displayed above.
 DG4149.The epoch date for horizontal control is a decimal equivalence
 DG4149.of Year/Month/Day.
 DG4149
 DG4149.The orthometric height was determined by GPS observations and a
 DG4149.high-resolution geoid model.
 DG4149.The orthometric height was determined by GPS observations and a
 DG4149.high-resolution geoid model using precise GPS observation and
 DG4149.processing techniques.
 DG4149
 DG4149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4149
 DG4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4149
 DG4149.The ellipsoidal height was determined by GPS observations
 DG4149.and is referenced to NAD 83.
 DG4149
 DG4149.The geoid height was determined by GEOID03.
 DG4149
 DG4149;                    North         East     Units Scale Factor Converg.
 DG4149;SPC NC       -   184,265.495   398,347.654   MT  0.99987544   -1 20 32.4
 DG4149;SPC NC       -   604,544.38  1,306,912.26   sFT  0.99987544   -1 20 32.4
 DG4149;UTM  17      - 3,916,208.018   470,421.131   MT  0.99961078   -0 11 19.0
 DG4149
 DG4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4149!SPC NC       -   0.99996381  x   0.99987544  =   0.99983925
 DG4149!UTM  17      -   0.99996381  x   0.99961078  =   0.99957460
 DG4149
 DG4149                          SUPERSEDED SURVEY CONTROL
 DG4149
 DG4149  NAD 83(1986)-  35 23 19.64399(N)    081 19 32.49794(W) AD(       ) 1
 DG4149  NAD 83(2001)-  35 23 19.62941(N)    081 19 32.49671(W) AD(       ) 1
 DG4149  ELLIP H (01/29/04)  230.579  (m)                       GP(       ) 4 1
 DG4149
 DG4149.Superseded values are not recommended for survey control.
 DG4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4149.See file dsdata.txt to determine how the superseded data were derived.
 DG4149
 DG4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7042116208(NAD 83)
 DG4149_MARKER: DD = SURVEY DISK
 DG4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4149_STAMPING: ANTHONY 2003
 DG4149_MARK LOGO: NGS   
 DG4149_PROJECTION: FLUSH
 DG4149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4149+STABILITY: SURFACE MOTION
 DG4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4149+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 DG4149
 DG4149  HISTORY     - Date     Condition        Report By
 DG4149  HISTORY     - 20030428 MONUMENTED       GCT
 DG4149
 DG4149                          STATION DESCRIPTION
 DG4149
 DG4149'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG4149'THE STATION IS LOCATED IN GASTON COUNTY,  NORTH CAROLINA. AND IS 11.1
 DG4149'KM (6.9 MILES)
 DG4149'SOUTHWEST OF LINCOLNTON, 5.6 KM (3.5 MILES) NORTHEAST OF CHERRYVILLE,
 DG4149'AND 15.8 KM
 DG4149'(9.8 MILES) NORTHWEST OF DALLAS.
 DG4149' 
 DG4149'TO REACH THE STATION FROM THE INTERSECTION OF SR-155 AND SR-279 IN
 DG4149'DALLAS, TRAVEL WEST
 DG4149'ON SR-279 FOR 14.6 KM (9.1 MI) TO ST. MARKS CHURCH ROAD ON THE RIGHT,
 DG4149'TURN RIGHT ONTO ST.
 DG4149'MARKS CHURCH ROAD AND PROCEED NORTH FOR 1.93 KM (1.2 MI) TO ANTHONY
 DG4149'GROVE ROAD ON THE
 DG4149'LEFT. TURN LEFT AND CONTINUE WEST FOR 0.97 KM (0.6 MI) TO THE MARK ON
 DG4149'LEFT.
 DG4149' 
 DG4149'THE STATION IS A STANDARD NGS SURVEY DISK SET IN THE TOP OF A CONCRETE
 DG4149'MONUMENT FLUSH
 DG4149'WITH THE GROUND,  LOCATED 6.52 M (21.4 FT) SOUTHWEST OF THE SOUTHERN
 DG4149'EDGE OF ANTHONY
 DG4149'GROVE ROAD, 18.29 M (60.0 FT) SOUTHWEST AND ACROSS THE ROAD FROM A
 DG4149'POWER POLE WITH A
 DG4149'REFERENCE TAG, 41.79 M (137.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 DG4149'A TRAILER, AND
 DG4149'64.5 M (211.6 FT) SOUTHEAST OF A POWER POLE.
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149' 
 DG4149'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1184 ***********************************************************************
 EB1184  DESIGNATION -  ANTIOCH
 EB1184  PID         -  EB1184
 EB1184  STATE/COUNTY-  NC/BRUNSWICK
 EB1184  USGS QUAD   -  BOLIVIA (1990)
 EB1184
 EB1184                         *CURRENT SURVEY CONTROL
 EB1184  ___________________________________________________________________
 EB1184* NAD 83(2001)-  34 00 21.13650(N)    078 08 55.74760(W)     ADJUSTED  
 EB1184* NAVD 88     -         8.977  (meters)      29.45   (feet)  ADJUSTED  
 EB1184  ___________________________________________________________________
 EB1184  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 EB1184  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 EB1184  DYNAMIC HT  -           8.968 (meters)      29.42  (feet)  COMP
 EB1184  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EB1184
 EB1184  HORZ ORDER  -  SECOND
 EB1184  VERT ORDER  -  SECOND    CLASS II
 EB1184
 EB1184.The horizontal coordinates were established by classical geodetic methods
 EB1184.and adjusted by the National Geodetic Survey in August 2005.
 EB1184
 EB1184.The orthometric height was determined by differential leveling
 EB1184.and adjusted in June 1991.
 EB1184
 EB1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1184
 EB1184.The geoid height was determined by GEOID03.
 EB1184
 EB1184.The dynamic height is computed by dividing the NAVD 88
 EB1184.geopotential number by the normal gravity value computed on the
 EB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1184.degrees latitude (g = 980.6199 gals.).
 EB1184
 EB1184.The modeled gravity was interpolated from observed gravity values.
 EB1184
 EB1184;                    North         East     Units Scale Factor Converg.
 EB1184;SPC NC       -    28,722.910   688,239.435   MT  1.00010676   +0 29 28.6
 EB1184;SPC NC       -    94,235.08  2,257,998.88   sFT  1.00010676   +0 29 28.6
 EB1184;UTM  17      - 3,766,473.068   763,323.300   MT  1.00045485   +1 35 43.9
 EB1184
 EB1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1184!SPC NC       -   1.00000433  x   1.00010676  =   1.00011109
 EB1184!UTM  17      -   1.00000433  x   1.00045485  =   1.00045919
 EB1184
 EB1184|---------------------------------------------------------------------|
 EB1184| PID    Reference Object                     Distance      Geod. Az  |
 EB1184|                                                           dddmmss.s |
 EB1184| EB1183 LYNCH                               353.803 METERS 02146     |
 EB1184| EB1185 LEROY                               479.716 METERS 1650920.9 |
 EB1184|---------------------------------------------------------------------|
 EB1184
 EB1184                          SUPERSEDED SURVEY CONTROL
 EB1184
 EB1184  NAD 83(1986)-  34 00 21.14633(N)    078 08 55.75741(W) AD(       ) 2
 EB1184  NAD 27      -  34 00 20.52515(N)    078 08 56.77684(W) AD(       ) 2
 EB1184  NGVD 29 (??/??/92)    9.306  (m)           30.53   (f) ADJ UNCH    2 2
 EB1184
 EB1184.Superseded values are not recommended for survey control.
 EB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1184.See file dsdata.txt to determine how the superseded data were derived.
 EB1184
 EB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6332366473(NAD 83)
 EB1184_MARKER: DE = TRAVERSE STATION DISK
 EB1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1184+STABILITY: SURFACE MOTION
 EB1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1184+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 EB1184
 EB1184  HISTORY     - Date     Condition        Report By
 EB1184  HISTORY     - 1975     MONUMENTED       NCGS
 EB1184  HISTORY     - 19990414 GOOD             USPSQD
 EB1184  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EB1184  HISTORY     - 20020430 GOOD             USPSQD
 EB1184  HISTORY     - 20050117 GOOD             USPSQD
 EB1184  HISTORY     - 20060306 GOOD             USPSQD
 EB1184
 EB1184                          STATION DESCRIPTION
 EB1184
 EB1184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB1184'ANTIOCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB1184'THE VICINITY OF BOLIVIA, NORTH CAROLINA.
 EB1184'
 EB1184'ANTIOCH IS LOCATED APPROXIMATELY 4.1 MILES SOUTH OF BOLIVIA, AND
 EB1184'9.7 MILES NW OF SOUTHPORT.  TO REACH STATION FROM INTERSECTION OF
 EB1184'SR 1500 (HALF HELL ROAD) WITH NC 211 MIDWAY BETWEEN SOUTHPORT AND
 EB1184'SUPPLY, PROCEED NORTH ALONG SR 1500 FOR 2.7 MILES TO STATION ON
 EB1184'THE LEFT, IN THE NW QUADRANT OF THE INTERSECTION WITH SR 1501, AND
 EB1184'IN FRONT OF ANTIOCH BAPTIST CHURCH.
 EB1184'
 EB1184'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB1184'ANTIOCH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB1184'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB1184'
 EB1184'MARK IS 38.5 FT W OF C/L OF SR 1500
 EB1184'
 EB1184'28.5 FT NNE OF C/L OF SR 1501
 EB1184'
 EB1184'99.8 FT NW OF CENTER OF BOTTOM OF NORTH END OF BRICK CHURCH SIGN
 EB1184'
 EB1184'33.9 FT SE OF PP B 38 71 WITH ALUMINUM REF. TAG
 EB1184'
 EB1184'134.6 FT W OF PP WITH ALUMINUM REF. TAG
 EB1184
 EB1184                          STATION RECOVERY (1999)
 EB1184
 EB1184'RECOVERY NOTE BY US POWER SQUADRON 1999
 EB1184'RECOVERED IN GOOD CONDITION.
 EB1184
 EB1184                          STATION RECOVERY (2001)
 EB1184
 EB1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EB1184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EB1184
 EB1184                          STATION RECOVERY (2002)
 EB1184
 EB1184'RECOVERY NOTE BY US POWER SQUADRON 2002 (JF)
 EB1184'LAT N 34 00 21.2  LO W 078 08 55.6
 EB1184'21.5' ESE OF TELEPHONE POLE NO. 27578
 EB1184' 
 EB1184
 EB1184                          STATION RECOVERY (2005)
 EB1184
 EB1184'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1184'RECOVERED IN GOOD CONDITION.
 EB1184
 EB1184                          STATION RECOVERY (2006)
 EB1184
 EB1184'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4221 ***********************************************************************
 EZ4221  DESIGNATION -  ANTIOCH
 EZ4221  PID         -  EZ4221
 EZ4221  STATE/COUNTY-  NC/JOHNSTON
 EZ4221  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4221
 EZ4221                         *CURRENT SURVEY CONTROL
 EZ4221  ___________________________________________________________________
 EZ4221* NAD 83(2001)-  35 41 33.75460(N)    078 14 42.65756(W)     ADJUSTED  
 EZ4221* NAVD 88     -        83.20   (+/-2cm)     273.0    (feet)  VERTCON   
 EZ4221  ___________________________________________________________________
 EZ4221  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EZ4221  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EZ4221  HORZ ORDER  -  SECOND
 EZ4221  VERT ORDER  -  THIRD ? (See Below)
 EZ4221
 EZ4221.The horizontal coordinates were established by classical geodetic methods
 EZ4221.and adjusted by the National Geodetic Survey in August 2005.
 EZ4221
 EZ4221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4221.The vertical order pertains to the NGVD 29 superseded value.
 EZ4221
 EZ4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4221
 EZ4221.The geoid height was determined by GEOID03.
 EZ4221
 EZ4221;                    North         East     Units Scale Factor Converg.
 EZ4221;SPC NC       -   215,767.139   677,914.036   MT  0.99990213   +0 26 08.4
 EZ4221;SPC NC       -   707,896.02  2,224,122.97   sFT  0.99990213   +0 26 08.4
 EZ4221;UTM  17      - 3,953,364.257   749,275.691   MT  1.00036578   +1 36 29.1
 EZ4221
 EZ4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4221!SPC NC       -   0.99999232  x   0.99990213  =   0.99989445
 EZ4221!UTM  17      -   0.99999232  x   1.00036578  =   1.00035810
 EZ4221
 EZ4221|---------------------------------------------------------------------|
 EZ4221| PID    Reference Object                     Distance      Geod. Az  |
 EZ4221|                                                           dddmmss.s |
 EZ4221| EZ4222 ANTNAR                              120.535 METERS 08322     |
 EZ4221| EZ4262 BONNIE                              APPROX. 1.7 KM 3430636.9 |
 EZ4221|---------------------------------------------------------------------|
 EZ4221
 EZ4221                          SUPERSEDED SURVEY CONTROL
 EZ4221
 EZ4221  NAD 83(1986)-  35 41 33.75868(N)    078 14 42.66937(W) AD(       ) 2
 EZ4221  NAD 27      -  35 41 33.19092(N)    078 14 43.67845(W) AD(       ) 2
 EZ4221  NGVD 29 (07/19/86)   83.50   (m)          273.9    (f) LEVELING    3  
 EZ4221
 EZ4221.Superseded values are not recommended for survey control.
 EZ4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4221.See file dsdata.txt to determine how the superseded data were derived.
 EZ4221
 EZ4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4927653364(NAD 83)
 EZ4221_MARKER: DE = TRAVERSE STATION DISK
 EZ4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4221_STAMPING: ANTIOCH 1972
 EZ4221_MARK LOGO: NCGS  
 EZ4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4221+STABILITY: SURFACE MOTION
 EZ4221
 EZ4221  HISTORY     - Date     Condition        Report By
 EZ4221  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4221  HISTORY     - 19920808 GOOD             USPSQD
 EZ4221  HISTORY     - 20050624 MARK NOT FOUND   USPSQD
 EZ4221
 EZ4221                          STATION DESCRIPTION
 EZ4221
 EZ4221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4221'ANTIOCH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4221'VICINITY OF HARES CROSSROADS, NORTH CAROLINA.
 EZ4221'
 EZ4221'ANTIOCH IS LOCATED APPROXIMATELY 1.6 MILES NNE OF HARES CROSSROADS
 EZ4221'AND 7.2 MILES SSW OF MIDDLESEX.  TO REACH STATION FROM THE
 EZ4221'INTERSECTION OF NC 39 AND NC 42 AT HARES CROSSROADS, PROCEED NORTH
 EZ4221'ALONG NC 39 FOR 1.7 MILES TO INTERSECTION WITH SR 1733, AT ANTIOCH
 EZ4221'CHURCH, AND STATION APPROXIMATELY 400 FEET SOUTHEAST OF
 EZ4221'INTERSECTION, ON SOUTH SIDE OF CHURCH BUILDING, ON SOUTH SIDE OF
 EZ4221'DRIVEWAY AND IN LINE OF PINE TREES.
 EZ4221'
 EZ4221'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ANTIOCH
 EZ4221'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4221'FLUSH WITH THE GROUND.
 EZ4221'
 EZ4221'MARK IS
 EZ4221'175.0 FEET E OF C/L OF NC 39.
 EZ4221'12.4 FEET SW OF C/L OF DIRT DRIVE LEADING TO OLD CHURCH BUILDING.
 EZ4221'124.0 FEET WSW OF SE CORNER OF CHURCH.
 EZ4221'115.7 FEET S OF SW CORNER OF CHURCH.
 EZ4221'12.9 FEET ESE OF 6 INCH PINE 5TH FROM NC 39, WITH ALUMINUM REF.
 EZ4221'TAG.  10.8 FEET WNW OF 6 INCH PINE 6TH FROM NC 39, WITH ALUMINUM
 EZ4221'REF. TAG.
 EZ4221
 EZ4221                          STATION RECOVERY (1992)
 EZ4221
 EZ4221'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4221'RECOVERED IN GOOD CONDITION.
 EZ4221
 EZ4221                          STATION RECOVERY (2005)
 EZ4221
 EZ4221'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4221'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4206 ***********************************************************************
 EY4206  DESIGNATION -  ANTIOCH
 EY4206  PID         -  EY4206
 EY4206  STATE/COUNTY-  NC/CRAVEN
 EY4206  USGS QUAD   -  ASKIN (1983)
 EY4206
 EY4206                         *CURRENT SURVEY CONTROL
 EY4206  ___________________________________________________________________
 EY4206* NAD 83(2001)-  35 09 08.59325(N)    077 02 04.34641(W)     ADJUSTED  
 EY4206* NAVD 88     -         3.692  (meters)      12.11   (feet)  ADJUSTED  
 EY4206  ___________________________________________________________________
 EY4206  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EY4206  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY4206  DYNAMIC HT  -           3.689 (meters)      12.10  (feet)  COMP
 EY4206  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 EY4206
 EY4206  HORZ ORDER  -  SECOND
 EY4206  VERT ORDER  -  SECOND    CLASS II
 EY4206
 EY4206.The horizontal coordinates were established by classical geodetic methods
 EY4206.and adjusted by the National Geodetic Survey in August 2005.
 EY4206
 EY4206.The orthometric height was determined by differential leveling
 EY4206.and adjusted in May 1996.
 EY4206
 EY4206.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4206
 EY4206.The geoid height was determined by GEOID03.
 EY4206
 EY4206.The dynamic height is computed by dividing the NAVD 88
 EY4206.geopotential number by the normal gravity value computed on the
 EY4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4206.degrees latitude (g = 980.6199 gals.).
 EY4206
 EY4206.The modeled gravity was interpolated from observed gravity values.
 EY4206
 EY4206;                    North         East     Units Scale Factor Converg.
 EY4206;SPC NC       -   157,339.310   788,656.883   MT  0.99987409   +1 08 03.9
 EY4206;SPC NC       -   516,204.05  2,587,451.79   sFT  0.99987409   +1 08 03.9
 EY4206;UTM  18      - 3,891,837.327   314,676.409   MT  1.00002329   -1 10 18.2
 EY4206
 EY4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4206!SPC NC       -   1.00000525  x   0.99987409  =   0.99987934
 EY4206!UTM  18      -   1.00000525  x   1.00002329  =   1.00002854
 EY4206
 EY4206                          SUPERSEDED SURVEY CONTROL
 EY4206
 EY4206  NAD 83(1986)-  35 09 08.60323(N)    077 02 04.35377(W) AD(       ) 2
 EY4206  NGVD 29 (10/26/90)    4.01   (m)           13.2    (f) LEVELING    3  
 EY4206
 EY4206.Superseded values are not recommended for survey control.
 EY4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4206.See file dsdata.txt to determine how the superseded data were derived.
 EY4206
 EY4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1467691837(NAD 83)
 EY4206_MARKER: DE = TRAVERSE STATION DISK
 EY4206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4206_STAMPING: ANTIOCH 1981
 EY4206_MARK LOGO: NCGS  
 EY4206_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4206+STABILITY: SURFACE MOTION
 EY4206
 EY4206  HISTORY     - Date     Condition        Report By
 EY4206  HISTORY     - 1981     MONUMENTED       NCGS
 EY4206  HISTORY     - 1986     GOOD             USPSQD
 EY4206  HISTORY     - 19860406 GOOD             USPSQD
 EY4206  HISTORY     - 19870101 GOOD             NCGS
 EY4206  HISTORY     - 19870420 GOOD             USPSQD
 EY4206  HISTORY     - 19960609 GOOD             USPSQD
 EY4206
 EY4206                          STATION DESCRIPTION
 EY4206
 EY4206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY4206'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTHWEST OF BRIDGETON
 EY4206'AND 5.0 MILES SOUTH-SOUTHEAST OF ASKIN, ALONG US 17, 1.65 MILES
 EY4206'NORTHWEST OF THE RAILROAD CROSSING AT THE INTERSECTION
 EY4206'WITH SR 1431 (WILDLIFE AREA ACCESS ROAD), AND ON SOUTH SIDE OF OLD
 EY4206'ROAD BED.
 EY4206'
 EY4206'STATION MARK IS A STANDARD DISK STAMPED---ANTIOCH 1981---SET IN TOP OF
 EY4206'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 EY4206'31.0 FEET EAST OF THE CENTERLINE OF HIGHWAY, 164.1 FEET SOUTHEAST OF
 EY4206'CENTERLINE INTERSECTION, 34.8 FEET SOUTHWEST OF 6 INCH GUM WITH
 EY4206'REFERENCE TAG AND 97.2 FEET NORTHEAST OF POWER POLE (64) WITH
 EY4206'REFERENCE TAG.
 EY4206'
 EY4206'TO REACH BENCH MARK Q 110 FROM STATION PROCEED NORTH ALONG HIGHWAY TO
 EY4206'INTERSECTION WITH SR 1433 (WEST) AND SR 1616 (EAST), THENCE 0.1 MILE
 EY4206'SOUTHEAST ALONG SR 1616, ON LEFT NEAR POWER POLE, APPROXIMATELY 250
 EY4206'FEET SOUTHEAST OF RAILROAD CROSSING AND 200 FEET NORTHWEST OF ROAD TO
 EY4206'DRAG STRIP, 27.4 FEET NORTHEAST OF CENTERLINE OF ROAD, 7.6 FEET
 EY4206'SOUTHEAST OF POWER POLE 8149 WITH REFERENCE TAG, 10.3 FEET SOUTHWEST
 EY4206'OF 24 INCH PINE, 8.3 FEET SOUTH-SOUTHWEST OF 5 INCH MAPLE AND 21.0
 EY4206'FEET EAST-SOUTHEAST OF EAST END OF CONCRETE CULVERT UNDER DRIVE TO
 EY4206'BLOCK HOUSE.
 EY4206'
 EY4206'Q 110 IS A BENCH MARK DISK STAMPED---Q 110 1963---SET INTO THE TOP OF
 EY4206'A CONCRETE POST PROJECTING 2 INCHES AND IS 1 FOOT ABOVE CENTERLINE OF
 EY4206'ROAD AND 3.3 FEET SOUTHEAST FROM A WITNESS POST.
 EY4206
 EY4206                          STATION RECOVERY (1986)
 EY4206
 EY4206'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY4206'RECOVERED IN GOOD CONDITION.
 EY4206
 EY4206                          STATION RECOVERY (1986)
 EY4206
 EY4206'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EY4206'RECOVERED IN GOOD CONDITION.
 EY4206
 EY4206                          STATION RECOVERY (1987)
 EY4206
 EY4206'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EY4206'LOCATED ABOUT 3.9 KM (2.4 MI) NORTH-NORTHWEST OF BRIDGETON. ALONG US
 EY4206'17 FOR 2.65 KM (1.65 MI) NORTH FROM THE RAILROAD GRADE CROSSING IN
 EY4206'NORTH BRIDGETON, TO SR 1431 (WILDLIFE RD), ON THE SOUTHEAST SIDE OF
 EY4206'THE T-INTERSECTION. MARK IS ABOUT 4 INCHES BELOW GROUND AND LEVEL WITH
 EY4206'HIGHWAY. LOCATED 9.6 M (31.5 FT) EAST OF THE CENTERLINE OF THE
 EY4206'HIGHWAY, 50.0 M (164.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EY4206'T-INTERSECTION--AND 10.6 M (34.8 FT) SOUTHWEST OF A 6-INCH GUM, 29.6 M
 EY4206'(97.1 FT) NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 EY4206
 EY4206                          STATION RECOVERY (1987)
 EY4206
 EY4206'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY4206'RECOVERED IN GOOD CONDITION.
 EY4206
 EY4206                          STATION RECOVERY (1996)
 EY4206
 EY4206'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY4206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3780 ***********************************************************************
 EB3780  DESIGNATION -  ANTIOCH
 EB3780  PID         -  EB3780
 EB3780  STATE/COUNTY-  NC/HOKE
 EB3780  USGS QUAD   -  RAEFORD (1982)
 EB3780
 EB3780                         *CURRENT SURVEY CONTROL
 EB3780  ___________________________________________________________________
 EB3780* NAD 83(2001)-  34 53 11.33358(N)    079 12 29.42512(W)     ADJUSTED  
 EB3780* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 EB3780  ___________________________________________________________________
 EB3780  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 EB3780  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EB3780  HORZ ORDER  -  SECOND
 EB3780
 EB3780.The horizontal coordinates were established by classical geodetic methods
 EB3780.and adjusted by the National Geodetic Survey in August 2005.
 EB3780
 EB3780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3780
 EB3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3780
 EB3780.The geoid height was determined by GEOID03.
 EB3780
 EB3780;                    North         East     Units Scale Factor Converg.
 EB3780;SPC NC       -   126,090.325   590,573.275   MT  0.99989279   -0 07 12.5
 EB3780;SPC NC       -   413,681.34  1,937,572.49   sFT  0.99989279   -0 07 12.5
 EB3780;UTM  17      - 3,861,919.111   663,741.917   MT  0.99993045   +1 01 30.2
 EB3780
 EB3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3780!SPC NC       -   0.99999491  x   0.99989279  =   0.99988770
 EB3780!UTM  17      -   0.99999491  x   0.99993045  =   0.99992536
 EB3780
 EB3780                          SUPERSEDED SURVEY CONTROL
 EB3780
 EB3780  NAD 83(1986)-  34 53 11.34818(N)    079 12 29.42632(W) AD(       ) 2
 EB3780  NGVD 29 (04/22/91)   65.6    (m)          215.     (f) VERT ANG    3  
 EB3780
 EB3780.Superseded values are not recommended for survey control.
 EB3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3780.See file dsdata.txt to determine how the superseded data were derived.
 EB3780
 EB3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6374261919(NAD 83)
 EB3780_MARKER: DE = TRAVERSE STATION DISK
 EB3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3780_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3780+STABILITY: SURFACE MOTION
 EB3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3780+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 EB3780
 EB3780  HISTORY     - Date     Condition        Report By
 EB3780  HISTORY     - 1977     MONUMENTED       NCGS
 EB3780  HISTORY     - 20061007 GOOD             USPSQD
 EB3780
 EB3780                          STATION DESCRIPTION
 EB3780
 EB3780'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3780'THE STATION IS LOCATED APPROXIMATELY 6.4 MILES SOUTH OF RAEFORD AND
 EB3780'5.1 MILES NORTH-NORTHWEST OF RED SPRINGS IN THE CROSSROADS COMMUNITY
 EB3780'OF ANTIOCH APPROXIMATELY 150 FEET NORTH OF NC 211 AND SR 1105
 EB3780'CROSSROAD ON WEST SIDE OF HIGHWAY AT EDGE OF WOODS.
 EB3780'
 EB3780'STATION MARK IS A STANDARD DISK STAMPED---ANTIOCH 1977---SET IN THE
 EB3780'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EB3780'THE MARK IS 46.8 FEET WEST OF CENTERLINE OF NC 211, 122.0 FEET
 EB3780'NORTHWEST OF CENTER OF WEST END OF NORTHEAST TRAFFIC, 96.6 FEET NORTH
 EB3780'OF MCPHAULS MILL HISTORICAL SIGN POST, 58.7 FEET SOUTHWEST OF ANTIOCH
 EB3780'SIGN POST WITH REFERENCE TAG AND 73.4 FEET SOUTH OF A 10 INCH PINE
 EB3780'WITH REFERENCE TAG.
 EB3780
 EB3780                          STATION RECOVERY (2006)
 EB3780
 EB3780'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB3780'ALL PINES TREES CUT.  ANTIOCH SIGN REMOVED.  ALL OTHER REFERENCE
 EB3780'POINTS GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2630 ***********************************************************************
 FZ2630  DESIGNATION -  ANTIOCH
 FZ2630  PID         -  FZ2630
 FZ2630  STATE/COUNTY-  NC/WILKES
 FZ2630  USGS QUAD   -  ROARING RIVER (1966)
 FZ2630
 FZ2630                         *CURRENT SURVEY CONTROL
 FZ2630  ___________________________________________________________________
 FZ2630* NAD 83(2007)-  36 09 01.85883(N)    081 01 05.88563(W)     ADJUSTED  
 FZ2630* NAVD 88     -       372.5    (meters)    1222.     (feet)  VERTCON   
 FZ2630  ___________________________________________________________________
 FZ2630  EPOCH DATE  -        2002.00
 FZ2630  X           -     805,017.815 (meters)                     COMP
 FZ2630  Y           -  -5,093,211.344 (meters)                     COMP
 FZ2630  Z           -   3,741,890.635 (meters)                     COMP
 FZ2630  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FZ2630  ELLIP HEIGHT-         339.360 (meters)          (02/10/07) ADJUSTED
 FZ2630  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FZ2630
 FZ2630  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2630  Type    PID    Designation                      North   East  Ellip
 FZ2630  -------------------------------------------------------------------
 FZ2630  NETWORK FZ2630 ANTIOCH                           0.88   0.76   2.51
 FZ2630  -------------------------------------------------------------------
 FZ2630
 FZ2630.The horizontal coordinates were established by GPS observations
 FZ2630.and adjusted by the National Geodetic Survey in February 2007.
 FZ2630
 FZ2630.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2630.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2630.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2630.The epoch date for horizontal control is a decimal equivalence
 FZ2630.of Year/Month/Day.
 FZ2630
 FZ2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2630
 FZ2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2630
 FZ2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2630
 FZ2630.The ellipsoidal height was determined by GPS observations
 FZ2630.and is referenced to NAD 83.
 FZ2630
 FZ2630.The geoid height was determined by GEOID03.
 FZ2630
 FZ2630;                    North         East     Units Scale Factor Converg.
 FZ2630;SPC NC       -   268,148.002   427,983.464   MT  0.99999553   -1 09 53.7
 FZ2630;SPC NC       -   879,748.90  1,404,142.41   sFT  0.99999553   -1 09 53.7
 FZ2630;UTM  17      - 4,000,643.281   498,353.664   MT  0.99960003   -0 00 38.9
 FZ2630
 FZ2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2630!SPC NC       -   0.99994674  x   0.99999553  =   0.99994227
 FZ2630!UTM  17      -   0.99994674  x   0.99960003  =   0.99954679
 FZ2630
 FZ2630                          SUPERSEDED SURVEY CONTROL
 FZ2630
 FZ2630  NAD 83(2001)-  36 09 01.85922(N)    081 01 05.88604(W) AD(       ) 1
 FZ2630  ELLIP H (03/13/03)  339.356  (m)                       GP(       ) 4 2
 FZ2630  NAD 83(1995)-  36 09 01.86399(N)    081 01 05.89163(W) AD(       ) 1
 FZ2630  NAD 83(1993)-  36 09 01.86526(N)    081 01 05.89314(W) AD(       ) 1
 FZ2630  NAD 83(1986)-  36 09 01.86724(N)    081 01 05.89294(W) AD(       ) 1
 FZ2630  NAD 83(1986)-  36 09 01.86191(N)    081 01 05.89404(W) AD(       ) 2
 FZ2630  NGVD 29 (11/18/93)  372.7    (m)         1223.     (f) GPS OBS     3  
 FZ2630
 FZ2630.Superseded values are not recommended for survey control.
 FZ2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2630.See file dsdata.txt to determine how the superseded data were derived.
 FZ2630
 FZ2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA9835400643(NAD 83)
 FZ2630_MARKER: DE = TRAVERSE STATION DISK
 FZ2630_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FZ2630+WITH SETTING: PAVEMENT
 FZ2630_SP_SET: MAT FOUNDATION OR CONCRETE SLA
 FZ2630_STAMPING: ANTIOCH 1980
 FZ2630_MARK LOGO: NCGS  
 FZ2630_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2630+STABILITY: SURFACE MOTION
 FZ2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2630+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1992
 FZ2630
 FZ2630  HISTORY     - Date     Condition        Report By
 FZ2630  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2630  HISTORY     - 1980     GOOD             NCGS
 FZ2630  HISTORY     - 19920616 GOOD             NCGS
 FZ2630
 FZ2630                          STATION DESCRIPTION
 FZ2630
 FZ2630'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2630'THE STATION IS LOCATED ABOUT 3.8 MI SOUTH-SOUTHWEST OF ROARING
 FZ2630'RIVER AND 7.0 MI EAST OF NORTH WILKESBORO AT ANTIOCH COMMUNITY.
 FZ2630'
 FZ2630'ALONG US 421 AT THE SR 2433 (WINDY GAP ROAD) BRIDGE IN THE CONCRETE
 FZ2630'BRIDGE FLOOR ON THE WEST SIDE.
 FZ2630'
 FZ2630'THE STATION IS A STANDARD NCGS DISK
 FZ2630'STAMPED---ANTIOCH 1980---,
 FZ2630'SET INTO A DRILLED HOLE IN THE CONCRETE BRIDGE.  LOCATED
 FZ2630'12.8 FEET SOUTHWEST OF THE CENTERLINE OF THE SR 2433 BRIDGE,
 FZ2630'178.4 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE,
 FZ2630'48.7 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, AND
 FZ2630'1.4 FEET NORTHEAST OF THE WEST BRIDGE CURB.
 FZ2630'
 FZ2630'MARK IS NCGS STATION.
 FZ2630
 FZ2630                          STATION RECOVERY (1980)
 FZ2630
 FZ2630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FZ2630'RECOVERED IN GOOD CONDITION.
 FZ2630
 FZ2630                          STATION RECOVERY (1992)
 FZ2630
 FZ2630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1790 ***********************************************************************
 AI1790  DESIGNATION -  ANTIOCH
 AI1790  PID         -  AI1790
 AI1790  STATE/COUNTY-  NC/RANDOLPH
 AI1790  USGS QUAD   -  BENNETT (1968)
 AI1790
 AI1790                         *CURRENT SURVEY CONTROL
 AI1790  ___________________________________________________________________
 AI1790* NAD 83(2001)-  35 33 11.76148(N)    079 36 41.48572(W)     ADJUSTED  
 AI1790* NAVD 88     -       144.52   (meters)     474.1    (feet)  LEVELING  
 AI1790  ___________________________________________________________________
 AI1790  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AI1790  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AI1790  HORZ ORDER  -  SECOND
 AI1790  VERT ORDER  -  THIRD
 AI1790
 AI1790.The horizontal coordinates were established by classical geodetic methods
 AI1790.and adjusted by the National Geodetic Survey in August 2005.
 AI1790
 AI1790.The orthometric height was determined by differential leveling.
 AI1790.The vertical network tie was performed by a horz. field party for horz.
 AI1790.obs reductions. Reset procedures were used to establish the elevation.
 AI1790
 AI1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1790
 AI1790.The geoid height was determined by GEOID03.
 AI1790
 AI1790;                    North         East     Units Scale Factor Converg.
 AI1790;SPC NC       -   200,208.397   554,161.340   MT  0.99988639   -0 21 10.6
 AI1790;SPC NC       -   656,850.38  1,818,111.00   sFT  0.99988639   -0 21 10.6
 AI1790;UTM  17      - 3,935,287.825   625,846.044   MT  0.99979516   +0 48 26.8
 AI1790
 AI1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1790!SPC NC       -   0.99998212  x   0.99988639  =   0.99986852
 AI1790!UTM  17      -   0.99998212  x   0.99979516  =   0.99977729
 AI1790
 AI1790                          SUPERSEDED SURVEY CONTROL
 AI1790
 AI1790  NAD 83(1986)-  35 33 11.76807(N)    079 36 41.49349(W) AD(       ) 2
 AI1790
 AI1790.Superseded values are not recommended for survey control.
 AI1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1790.See file dsdata.txt to determine how the superseded data were derived.
 AI1790
 AI1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2584635288(NAD 83)
 AI1790_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1790_STAMPING: ANTIOCH 1989
 AI1790_MARK LOGO: NCGS  
 AI1790_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1790+STABILITY: SURFACE MOTION
 AI1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1790+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1790
 AI1790  HISTORY     - Date     Condition        Report By
 AI1790  HISTORY     - 1989     MONUMENTED       NCGS
 AI1790
 AI1790                          STATION DESCRIPTION
 AI1790
 AI1790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1790'STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) SOUTH OF COLERIDGE AND 6.2
 AI1790'KM (3.85 MI) WEST-SOUTHWEST OF BENNETT. PROCEED ALONG SR 1002 (HOWARDS
 AI1790'MILL-BENNETT ROAD) FOR 6.2 KM (3.85 MI) WEST-SOUTHWEST FROM NC 22-42
 AI1790'(IN BENNETT) TO SR 2873 (RIVERSIDE RD), THENCE 0.8 KM (0.50 MI) NORTH
 AI1790'ALONG SR 2873 TO SR 2887 (ANTIOCH CHURCH RD), AND STATION IN SOUTHWEST
 AI1790'QUADRANT. MARK IS LEVEL WITH ROAD AND RECESSED 3 INCHES BELOW GROUND.
 AI1790'LOCATED 10.61 M (34.81 FT) WEST OF THE CENTERLINE OF SR 2873, 10.95 M
 AI1790'(35.93 FT) SOUTH OF CENTERLINE OF SR 2887, 9.30 M (30.51 FT) NORTH OF
 AI1790'THE WEST END OF A ROAD CULVERT, 5.05 M (16.57 FT) EAST-SOUTHEAST OF A
 AI1790'METAL STOP SIGN POST, 8.65 M (28.38 FT) NORTHEAST OF A RIGHT-OF-WAY
 AI1790'MARKER, AND 7.95 M (26.08 FT) NORTHEAST OF AN 8-INCH PINE WITH
 AI1790'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1169 ***********************************************************************
 EY1169  DESIGNATION -  ANTIQUE
 EY1169  PID         -  EY1169
 EY1169  STATE/COUNTY-  NC/GREENE
 EY1169  USGS QUAD   -  SNOW HILL (1982)
 EY1169
 EY1169                         *CURRENT SURVEY CONTROL
 EY1169  ___________________________________________________________________
 EY1169* NAD 83(2001)-  35 27 33.95322(N)    077 42 17.68714(W)     ADJUSTED  
 EY1169* NAVD 88     -        21.540  (meters)      70.67   (feet)  ADJUSTED  
 EY1169  ___________________________________________________________________
 EY1169  X           -   1,107,537.914 (meters)                     COMP
 EY1169  Y           -  -5,081,721.070 (meters)                     COMP
 EY1169  Z           -   3,679,494.588 (meters)                     COMP
 EY1169  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 EY1169  ELLIP HEIGHT-         -13.939 (meters)          (03/08/06) ADJUSTED
 EY1169  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 EY1169  DYNAMIC HT  -          21.521 (meters)      70.61  (feet)  COMP
 EY1169  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 EY1169
 EY1169  HORZ ORDER  -  FIRST
 EY1169  VERT ORDER  -  SECOND    CLASS I
 EY1169  ELLP ORDER  -  FIFTH     CLASS I
 EY1169
 EY1169.The horizontal coordinates were established by GPS observations
 EY1169.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 EY1169
 EY1169.The orthometric height was determined by differential leveling
 EY1169.and adjusted in June 1991.
 EY1169
 EY1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1169
 EY1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1169
 EY1169.The ellipsoidal height was determined by GPS observations
 EY1169.and is referenced to NAD 83.
 EY1169
 EY1169.The geoid height was determined by GEOID03.
 EY1169
 EY1169.The dynamic height is computed by dividing the NAVD 88
 EY1169.geopotential number by the normal gravity value computed on the
 EY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1169.degrees latitude (g = 980.6199 gals.).
 EY1169
 EY1169.The modeled gravity was interpolated from observed gravity values.
 EY1169
 EY1169;                    North         East     Units Scale Factor Converg.
 EY1169;SPC NC       -   190,394.563   727,145.175   MT  0.99987914   +0 44 50.9
 EY1169;SPC NC       -   624,652.83  2,385,642.13   sFT  0.99987914   +0 44 50.9
 EY1169;UTM  18      - 3,927,357.083   254,529.705   MT  1.00034262   -1 34 11.9
 EY1169
 EY1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1169!SPC NC       -   1.00000219  x   0.99987914  =   0.99988133
 EY1169!UTM  18      -   1.00000219  x   1.00034262  =   1.00034481
 EY1169
 EY1169|---------------------------------------------------------------------|
 EY1169| PID    Reference Object                     Distance      Geod. Az  |
 EY1169|                                                           dddmmss.s |
 EY1169| EY1168 ROAD                                364.034 METERS 09430     |
 EY1169| EY2568 BRAMBLES                            APPROX. 1.3 KM 2472120.6 |
 EY1169| EY1170 JAYJIM                              308.853 METERS 30633     |
 EY1169|---------------------------------------------------------------------|
 EY1169
 EY1169                          SUPERSEDED SURVEY CONTROL
 EY1169
 EY1169  NAD 83(2001)-  35 27 33.95430(N)    077 42 17.68995(W) AD(       ) 2
 EY1169  NAD 83(1986)-  35 27 33.96234(N)    077 42 17.69841(W) AD(       ) 2
 EY1169  NAD 27      -  35 27 33.38099(N)    077 42 18.78473(W) AD(       ) 2
 EY1169  NAVD 88 (03/08/06)   21.54   (m)           70.7    (f) LEVELING    3  
 EY1169  NGVD 29 (??/??/92)   21.862  (m)           71.73   (f) ADJ UNCH    2 1
 EY1169
 EY1169.Superseded values are not recommended for survey control.
 EY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1169.See file dsdata.txt to determine how the superseded data were derived.
 EY1169
 EY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5453027357(NAD 83)
 EY1169_MARKER: DH = HORIZONTAL CONTROL DISK
 EY1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1169_STAMPING: ANTIQUE 1975
 EY1169_MARK LOGO: NCGS  
 EY1169_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 EY1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1169+STABILITY: SURFACE MOTION
 EY1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1169+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 EY1169
 EY1169  HISTORY     - Date     Condition        Report By
 EY1169  HISTORY     - 1975     MONUMENTED       NCGS
 EY1169  HISTORY     - 1976     GOOD             NCGS
 EY1169  HISTORY     - 19911218 GOOD             NCGS
 EY1169  HISTORY     - 19980326 GOOD             USPSQD
 EY1169
 EY1169                          STATION DESCRIPTION
 EY1169
 EY1169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1169'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES WEST OF SNOW HILL AND
 EY1169'12.2 MILES SOUTH-SOUTHEAST OF STANTONSBURG, NORTH CAROLINA.
 EY1169'
 EY1169'THE STATION IS AT THE JUNCTION OF US 13 WITH NC 58, APPROXIMATELY 2.0
 EY1169'MILES WEST OF SNOW HILL, IN WESTERNMOST QUADRANT, AND APPROXIMATELY
 EY1169'250 FEET NORTH OF A SMALL ANTIQUE SHOP.
 EY1169'
 EY1169'STATION MARK IS A STANDARD DISK STAMPED---ANTIQUE 1975---, SET IN THE
 EY1169'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE AND
 EY1169'APPROXIMATELY 3 FEET HIGHER THAN SURFACE OF ROAD.  THE MARK IS 55.0
 EY1169'FEET NORTH OF THE CENTERLINE OF US 13, 163.1 FEET WEST-SOUTHWEST OF
 EY1169'THE CENTERLINE OF NC 58, 34.9 FEET WEST-NORTHWEST OF CENTER OF TOP OF
 EY1169'TELEPHONE PEDESTAL, 110.7 FEET NORTH-NORTHWEST OF CENTER OF TOP OF
 EY1169'FIRE HYDRANT, AND 124.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH
 EY1169'TRANSFORMER AND ALUMINUM TAG.
 EY1169
 EY1169                          STATION RECOVERY (1976)
 EY1169
 EY1169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1169'1.9 MI W FROM SNOW HILL.
 EY1169'STATION IS AT THE JUNCTION OF US 13 WITH NC 58, APPROXIMATELY 2.0
 EY1169'MILES WEST OF SNOW HILL, IN WESTERNMOST QUADRANT AND APPROXIMATELY 250
 EY1169'FEET NORTH OF A SMALL ANTIQUE SHOP.  55.0 FT. N OF CENTERLINE OF US
 EY1169'13, 163.1 FT. WSW OF CENTERLINE OF NC 58, 34.9 FT. WNW OF TELEPHONE
 EY1169'PEDESTAL, 110.7 FT. NNW OF FIRE HYDRANT AND 124.8 FT. SSW OF POWER
 EY1169'POLE WITH TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EY1169'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND APPROXIMATELY 3
 EY1169'FEET HIGHER THAN SURFACE OF ROAD.
 EY1169
 EY1169                          STATION RECOVERY (1991)
 EY1169
 EY1169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY1169'RECOVERED IN GOOD CONDITION THIS DATE AND AGAIN 11-30-99 BY EJH. FIRE
 EY1169'HYDRANT IS GONE. NOTE THE FOLLOWING UPDATES. STATION IS AT THE
 EY1169'JUNCTION OF US 13 AND NC 58, IN WESTERNMOST QUADRANT, AND
 EY1169'APPROXIMATELY 250-FEET NORTH OF A SMALL CONCRETE BLOCK BUILDING. MARK
 EY1169'IS ABOUT 3-FEET HIGHER THAN THE CENTERLINE OF US 13 AND RECESSED 2
 EY1169'INCHES BELOW THE GROUND. LOCATED 40.5 FT (12.3 M) NORTH OF THE NORTH
 EY1169'EDGE OF PAVEMENT OF US 13, 159.3 FT (48.6 M) WEST-SOUTHWEST OF THE
 EY1169'CENTERLINE OF NC 58, 36.4 FT (11.1 M) NORTHWEST OF NORTH CORNER OF THE
 EY1169'WEST END OF A CONCRETE DITCH, AND 34.6 FT (10.5 M) WEST-NORTHWEST OF A
 EY1169'CONCRETE RIGHT-OF-WAY MONUMENT AT TELEPHONE PEDESTAL (13R52N).
 EY1169
 EY1169                          STATION RECOVERY (1998)
 EY1169
 EY1169'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3481 ***********************************************************************
 EZ3481  DESIGNATION -  ANTIQUE
 EZ3481  PID         -  EZ3481
 EZ3481  STATE/COUNTY-  NC/MOORE
 EZ3481  USGS QUAD   -  PINEBLUFF (1982)
 EZ3481
 EZ3481                         *CURRENT SURVEY CONTROL
 EZ3481  ___________________________________________________________________
 EZ3481* NAD 83(2001)-  35 07 06.10803(N)    079 27 34.53406(W)     ADJUSTED  
 EZ3481* NAVD 88     -       121.7    (meters)     399.     (feet)  VERTCON   
 EZ3481  ___________________________________________________________________
 EZ3481  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 EZ3481  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EZ3481  HORZ ORDER  -  SECOND
 EZ3481
 EZ3481.The horizontal coordinates were established by classical geodetic methods
 EZ3481.and adjusted by the National Geodetic Survey in August 2005.
 EZ3481
 EZ3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3481
 EZ3481.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3481
 EZ3481.The geoid height was determined by GEOID03.
 EZ3481
 EZ3481;                    North         East     Units Scale Factor Converg.
 EZ3481;SPC NC       -   151,889.434   567,711.715   MT  0.99987529   -0 15 54.9
 EZ3481;SPC NC       -   498,323.92  1,862,567.52   sFT  0.99987529   -0 15 54.9
 EZ3481;UTM  17      - 3,887,254.867   640,367.760   MT  0.99984283   +0 53 10.6
 EZ3481
 EZ3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3481!SPC NC       -   0.99998589  x   0.99987529  =   0.99986118
 EZ3481!UTM  17      -   0.99998589  x   0.99984283  =   0.99982872
 EZ3481
 EZ3481                          SUPERSEDED SURVEY CONTROL
 EZ3481
 EZ3481  NAD 83(1986)-  35 07 06.10076(N)    079 27 34.53394(W) AD(       ) 2
 EZ3481  NAD 27      -  35 07 05.53722(N)    079 27 35.39686(W) AD(       ) 2
 EZ3481  NGVD 29 (07/19/86)  121.9    (m)          400.     (f) VERT ANG    3  
 EZ3481
 EZ3481.Superseded values are not recommended for survey control.
 EZ3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3481.See file dsdata.txt to determine how the superseded data were derived.
 EZ3481
 EZ3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4036887255(NAD 83)
 EZ3481_MARKER: DE = TRAVERSE STATION DISK
 EZ3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3481_STAMPING: ANTIQUE 1972
 EZ3481_MARK LOGO: NCGS  
 EZ3481_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3481+STABILITY: SURFACE MOTION
 EZ3481
 EZ3481  HISTORY     - Date     Condition        Report By
 EZ3481  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3481  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EZ3481
 EZ3481                          STATION DESCRIPTION
 EZ3481
 EZ3481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3481'ANTIQUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3481'THE VICINITY OF PINE BLUFF, NORTH CAROLINA.
 EZ3481'
 EZ3481'ANTIQUE IS LOCATED APPROXIMATELY 1.0 MILE NORTHEAST OF PINE BLUFF
 EZ3481'AND 1.9 MILES WSW OF ABERDEEN.  TO REACH STATION FROM THE
 EZ3481'INTERSECTION OF US 1 AND SR 1103 (WALNUT STREET) IN PINE BLUFF,
 EZ3481'PROCEED NORTHEAST ALONG US 1 FOR 1.0 MILE TO STATION ON LEFT ON A
 EZ3481'2 FOOT BANK, 0.2 MILE SW OF INTERSECTION WITH SR 1106,
 EZ3481'APPROXIMATELY 220 FEET EAST OF A WHITE FRAME DWELLING AND
 EZ3481'APPROXIMATELY 175 FEET NORTH OF AND ACROSS US 1 FROM A TWO STORY
 EZ3481'SHINGLED DWELLING.
 EZ3481'
 EZ3481'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANTIQUE
 EZ3481'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3481'FLUSH WITH THE GROUND.
 EZ3481'
 EZ3481'MARK IS
 EZ3481'35.8 FEET N OF C/L OF SOUTH BOUND LANE OF US 1.
 EZ3481'14.2 FEET S OF PP NO. 2528 W/TRANSFORMER AND ALUMINUM REF. TAG.
 EZ3481'55.2 FEET WSW R/W MARKER WITH 4X4 NOTICE SIGN.
 EZ3481
 EZ3481                          STATION RECOVERY (1980)
 EZ3481
 EZ3481'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ3481'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS PROBABLY DESTROYED
 EZ3481'BY GRADING FOR UNDER CABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4432 ***********************************************************************
 EZ4432  DESIGNATION -  ANTIQUE
 EZ4432  PID         -  EZ4432
 EZ4432  STATE/COUNTY-  NC/WAKE
 EZ4432  USGS QUAD   -  KNIGHTDALE (1993)
 EZ4432
 EZ4432                         *CURRENT SURVEY CONTROL
 EZ4432  ___________________________________________________________________
 EZ4432* NAD 83(2001)-  35 48 20.91604(N)    078 23 40.16039(W)     ADJUSTED  
 EZ4432* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 EZ4432  ___________________________________________________________________
 EZ4432  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EZ4432  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EZ4432  HORZ ORDER  -  SECOND
 EZ4432
 EZ4432.The horizontal coordinates were established by classical geodetic methods
 EZ4432.and adjusted by the National Geodetic Survey in August 2005.
 EZ4432
 EZ4432.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4432
 EZ4432.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4432
 EZ4432.The geoid height was determined by GEOID03.
 EZ4432
 EZ4432;                    North         East     Units Scale Factor Converg.
 EZ4432;SPC NC       -   228,222.180   664,325.098   MT  0.99991924   +0 20 58.1
 EZ4432;SPC NC       -   748,758.94  2,179,539.93   sFT  0.99991924   +0 20 58.1
 EZ4432;UTM  17      - 3,965,543.291   735,428.685   MT  1.00028304   +1 31 30.1
 EZ4432
 EZ4432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4432!SPC NC       -   0.99998952  x   0.99991924  =   0.99990876
 EZ4432!UTM  17      -   0.99998952  x   1.00028304  =   1.00027256
 EZ4432
 EZ4432                          SUPERSEDED SURVEY CONTROL
 EZ4432
 EZ4432  NAD 83(1986)-  35 48 20.92151(N)    078 23 40.17234(W) AD(       ) 2
 EZ4432  NAD 27      -  35 48 20.36251(N)    078 23 41.16663(W) AD(       ) 2
 EZ4432  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG    3  
 EZ4432
 EZ4432.Superseded values are not recommended for survey control.
 EZ4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4432.See file dsdata.txt to determine how the superseded data were derived.
 EZ4432
 EZ4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3542965543(NAD 83)
 EZ4432_MARKER: DE = TRAVERSE STATION DISK
 EZ4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4432_STAMPING: ANTIQUE 1969
 EZ4432_MARK LOGO: NCGS  
 EZ4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4432+STABILITY: SURFACE MOTION
 EZ4432
 EZ4432  HISTORY     - Date     Condition        Report By
 EZ4432  HISTORY     - 1969     MONUMENTED       NCGS
 EZ4432  HISTORY     - 1973     POOR             NCSHC
 EZ4432
 EZ4432                          STATION DESCRIPTION
 EZ4432
 EZ4432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ4432'ANTIQUE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4432'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ4432'
 EZ4432'ANTIQUE IS LOCATED APPROXIMATELY 4.4 MILES WSW OF ZEBULON.  TO
 EZ4432'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS
 EZ4432'AND U.S. 64 BUSINESS, GO WEST ON U.S. 64 BYPASS FOR 3.15 MILES TO
 EZ4432'INTERSECTION OF U.S. 64 BYPASS AND SR 2329, CONTINUE ON U.S. 64
 EZ4432'BYPASS FOR 1.4 MILES TO STATION ON SOUTH SIDE OF ROAD,
 EZ4432'APPROXIMATELY 500 FEET EAST OF PURE GAS STATION.
 EZ4432'
 EZ4432'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4432'ANTIQUE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4432'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4432'
 EZ4432'MARK IS
 EZ4432'
 EZ4432'24.3 FT N OF 12 INCH PINE TREE
 EZ4432'
 EZ4432'175.8 FT ENE OF RIGHT OF WAY SIGN, WITH ALUMINUM REF. TAG
 EZ4432'
 EZ4432'33.5 FT SE OF C/L OF U.S. 64 BYPASS
 EZ4432'
 EZ4432'77.4 FT SE OF TWIN 10 INCH SWEET GUM TREE, WITH ALUMINUM REF. TAG
 EZ4432'
 EZ4432'121.4 FT SSW OF PP WITH ALUMINUM REF. TAG
 EZ4432'
 EZ4432'28.8 FT W OF 6 INCH BLACK WALNUT TREE
 EZ4432'
 EZ4432'178.0 FT ENE OF RIGHT OF WAY MARKER
 EZ4432
 EZ4432                          STATION RECOVERY (1973)
 EZ4432
 EZ4432'RECOVERY NOTE BY NC STATE HWYS COMM 1973
 EZ4432'TOP HAS BEEN KNOCKED OFF BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3330 ***********************************************************************
 FY3330  DESIGNATION -  ANTIQUE
 FY3330  PID         -  FY3330
 FY3330  STATE/COUNTY-  NC/ALAMANCE
 FY3330  USGS QUAD   -  BURLINGTON (1981)
 FY3330
 FY3330                         *CURRENT SURVEY CONTROL
 FY3330  ___________________________________________________________________
 FY3330* NAD 83(2007)-  36 06 48.25859(N)    079 28 22.74859(W)     ADJUSTED  
 FY3330* NAVD 88     -       212.24   (meters)     696.3    (feet)  LEVELING  
 FY3330  ___________________________________________________________________
 FY3330  EPOCH DATE  -        2002.00
 FY3330  X           -     942,497.028 (meters)                     COMP
 FY3330  Y           -  -5,071,911.973 (meters)                     COMP
 FY3330  Z           -   3,738,471.821 (meters)                     COMP
 FY3330  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FY3330  ELLIP HEIGHT-         181.973 (meters)          (02/10/07) ADJUSTED
 FY3330  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FY3330
 FY3330  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3330  Type    PID    Designation                      North   East  Ellip
 FY3330  -------------------------------------------------------------------
 FY3330  NETWORK FY3330 ANTIQUE                           0.59   0.45   0.90
 FY3330  -------------------------------------------------------------------
 FY3330  VERT ORDER  -  THIRD ?
 FY3330
 FY3330.The horizontal coordinates were established by GPS observations
 FY3330.and adjusted by the National Geodetic Survey in February 2007.
 FY3330
 FY3330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3330.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3330.The horizontal coordinates are valid at the epoch date displayed above.
 FY3330.The epoch date for horizontal control is a decimal equivalence
 FY3330.of Year/Month/Day.
 FY3330
 FY3330.The orthometric height was determined by differential leveling.
 FY3330.The vertical network tie was performed by a horz. field party for horz.
 FY3330.obs reductions. Reset procedures were used to establish the elevation.
 FY3330
 FY3330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3330
 FY3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3330
 FY3330.The ellipsoidal height was determined by GPS observations
 FY3330.and is referenced to NAD 83.
 FY3330
 FY3330.The geoid height was determined by GEOID03.
 FY3330
 FY3330;                    North         East     Units Scale Factor Converg.
 FY3330;SPC NC       -   262,285.245   567,017.000   MT  0.99998557   -0 16 22.8
 FY3330;SPC NC       -   860,514.17  1,860,288.27   sFT  0.99998557   -0 16 22.8
 FY3330;UTM  17      - 3,997,606.414   637,433.865   MT  0.99983273   +0 54 00.5
 FY3330
 FY3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3330!SPC NC       -   0.99997144  x   0.99998557  =   0.99995701
 FY3330!UTM  17      -   0.99997144  x   0.99983273  =   0.99980418
 FY3330
 FY3330:                Primary Azimuth Mark                     Grid Az
 FY3330:SPC NC       -  ONEAL                                    120 38 59.9
 FY3330:UTM  17      -  ONEAL                                    119 28 36.6
 FY3330
 FY3330|---------------------------------------------------------------------|
 FY3330| PID    Reference Object                     Distance      Geod. Az  |
 FY3330|                                                           dddmmss.s |
 FY3330| FY0883 ONEAL                               APPROX. 1.2 KM 1202237.1 |
 FY3330| FY1010 LOY                                 298.854 METERS 26809     |
 FY3330|---------------------------------------------------------------------|
 FY3330
 FY3330                          SUPERSEDED SURVEY CONTROL
 FY3330
 FY3330  NAD 83(1986)-  36 06 48.26148(N)    079 28 22.75532(W) AD(       ) 1
 FY3330  NAD 83(2001)-  36 06 48.25867(N)    079 28 22.74862(W) AD(       ) 1
 FY3330  ELLIP H (09/23/04)  181.972  (m)                       GP(       ) 4 2
 FY3330  NAD 83(1993)-  36 06 48.25984(N)    079 28 22.75247(W) AD(       ) 2
 FY3330  NAD 83(1986)-  36 06 48.25798(N)    079 28 22.75290(W) AD(       ) 2
 FY3330  NAD 27      -  36 06 47.76763(N)    079 28 23.67577(W) AD(       ) 2
 FY3330  NGVD 29 (07/19/86)  212.49   (m)          697.1    (f) LEVELING    3  
 FY3330
 FY3330.Superseded values are not recommended for survey control.
 FY3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3330.See file dsdata.txt to determine how the superseded data were derived.
 FY3330
 FY3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3743497606(NAD 83)
 FY3330_MARKER: DE = TRAVERSE STATION DISK
 FY3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3330_STAMPING: ANTIQUE 1964
 FY3330_MARK LOGO: NCGS  
 FY3330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3330+STABILITY: SURFACE MOTION
 FY3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3330+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 FY3330
 FY3330  HISTORY     - Date     Condition        Report By
 FY3330  HISTORY     - 1964     MONUMENTED       NCGS
 FY3330  HISTORY     - 1987     GOOD             USPSQD
 FY3330  HISTORY     - 19910706 GOOD             USPSQD
 FY3330  HISTORY     - 20040205 GOOD             NCGS
 FY3330  HISTORY     - 20060810 GOOD             USPSQD
 FY3330
 FY3330                          STATION DESCRIPTION
 FY3330
 FY3330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3330'ANTIQUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3330'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3330'
 FY3330'ANTIQUE IS 2.3 MILES NW OF BURLINGTON.  LOCATED 0.15 MILES W
 FY3330'ALONG NC 100 AND 87 FROM SOUTHERN RR BRIDGE.  0.15 MILES E OF Y
 FY3330'INTERSECTION OF NC 100 AND 87.  AT THE S CORNER OF MARYS ANTIQUE
 FY3330'SHOP.  ON THE N SIDE OF NC 100 AND 87 AND ON W SIDE OF FLORIDA
 FY3330'AVE. (SR 1515).
 FY3330'
 FY3330'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3330'ANTIQUE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3330'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3330'
 FY3330'MARK IS
 FY3330'
 FY3330'66.5 FT N OF C/L OF NC 100 (WEBB ST.)
 FY3330'
 FY3330'2.3 FT SW OF SE CORNER OF ANTIQUE SHOP
 FY3330'
 FY3330'50.0 FT W OF C/L OF FLORIDA AVE. (SR 1515)
 FY3330'
 FY3330'60.9 FT NE OF 3 LEAD NAILS IN PP IN FRONT OF GLEN RAVEN FABRIC SHOP
 FY3330'
 FY3330'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3330
 FY3330                          STATION RECOVERY (1987)
 FY3330
 FY3330'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY3330'RECOVERED IN GOOD CONDITION.
 FY3330
 FY3330                          STATION RECOVERY (1991)
 FY3330
 FY3330'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3330'RECOVERED IN GOOD CONDITION.
 FY3330
 FY3330                          STATION RECOVERY (2004)
 FY3330
 FY3330'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 FY3330'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. SR 1515 IS FLORIA
 FY3330'AVENUE. MARK IS IN THE PARKING LOT OF BARBEE FABRICS (CLOSED), 29.4 FT
 FY3330'(9.0 M) SOUTHWEST OF SOUTHEAST CORNER OF BUILDING, 25.7 FT (7.8 M)
 FY3330'NORTH OF A STOP SIGN, AND ABOUT THREE FEET LOWER THAN NC 87. IT
 FY3330'PRESENTLY HAS A PAINTED PHOTO PANEL.
 FY3330
 FY3330                          STATION RECOVERY (2006)
 FY3330
 FY3330'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1538 ***********************************************************************
 EA1538  DESIGNATION -  ANTIQUE
 EA1538  PID         -  EA1538
 EA1538  STATE/COUNTY-  NC/PENDER
 EA1538  USGS QUAD   -  HAMPSTEAD (1970)
 EA1538
 EA1538                         *CURRENT SURVEY CONTROL
 EA1538  ___________________________________________________________________
 EA1538* NAD 83(2001)-  34 21 03.11221(N)    077 43 46.55306(W)     ADJUSTED  
 EA1538* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 EA1538  ___________________________________________________________________
 EA1538  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 EA1538  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA1538  HORZ ORDER  -  SECOND
 EA1538
 EA1538.The horizontal coordinates were established by classical geodetic methods
 EA1538.and adjusted by the National Geodetic Survey in August 2005.
 EA1538
 EA1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1538
 EA1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1538
 EA1538.The geoid height was determined by GEOID03.
 EA1538
 EA1538;                    North         East     Units Scale Factor Converg.
 EA1538;SPC NC       -    67,404.069   726,478.531   MT  0.99999519   +0 43 59.7
 EA1538;SPC NC       -   221,141.52  2,383,454.98   sFT  0.99999519   +0 43 59.7
 EA1538;UTM  18      - 3,804,436.301   248,933.880   MT  1.00037705   -1 32 27.6
 EA1538
 EA1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1538!SPC NC       -   1.00000328  x   0.99999519  =   0.99999847
 EA1538!UTM  18      -   1.00000328  x   1.00037705  =   1.00038033
 EA1538
 EA1538                          SUPERSEDED SURVEY CONTROL
 EA1538
 EA1538  NAD 83(1986)-  34 21 03.12598(N)    077 43 46.56687(W) AD(       ) 2
 EA1538  NGVD 29 (01/20/88)   16.5    (m)           54.     (f) VERT ANG    3  
 EA1538
 EA1538.Superseded values are not recommended for survey control.
 EA1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1538.See file dsdata.txt to determine how the superseded data were derived.
 EA1538
 EA1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4893404436(NAD 83)
 EA1538_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1538_STAMPING: ANTIQUE 1984
 EA1538_MARK LOGO: NCGS  
 EA1538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1538+STABILITY: SURFACE MOTION
 EA1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1538+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1999
 EA1538
 EA1538  HISTORY     - Date     Condition        Report By
 EA1538  HISTORY     - 1984     MONUMENTED       NCGS
 EA1538  HISTORY     - 19990630 SEE DESCRIPTION  NCGS
 EA1538  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA1538
 EA1538                          STATION DESCRIPTION
 EA1538
 EA1538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA1538'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF HAMPSTEAD.
 EA1538'
 EA1538'ALONG US 17 FOR 2.3 KM (1.45 MI) SOUTHWEST FROM INTERSECTION WITH
 EA1538'NC 210 (IN HAMPSTEAD), OPPOSITE A SOIL GRADE CROSSING, AND NEAR
 EA1538'MCFADENS ANTIQUE SHOP.
 EA1538'
 EA1538'THE STATION IS STANDARD NCGS DISK STAMPED---ANTIQUE 1984---, SET IN
 EA1538'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED
 EA1538'10 CM BELOW GROUND.  LOCATED
 EA1538'9.3 METER (30.5 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EA1538'22.3 METERS (73.3 FT) NORTHEAST OF A TELEPHONE PEDESTAL (P 51),
 EA1538'27.9 METERS (91.5 FT) SOUTHEAST OF A RAILROAD CROSSING SIGN WITH
 EA1538'REFERENCE TAG, 64.2 METERS (210.6 FT) NORTHEAST OF THE CENTER OF A
 EA1538'DRIVEWAY, AND 32.6 METERS (107.1 FT) EAST-SOUTHEAST OF THE WEST END
 EA1538'OF A DRIVEWAY CULVERT.
 EA1538'
 EA1538'MARK IS ABOUT 0.5 FOOT BELOW CENTERLINE OF HIGHWAY.
 EA1538
 EA1538                          STATION RECOVERY (1999)
 EA1538
 EA1538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1538'NOT FOUND, PROBABLY LOST DUE TO HIGHWAY IMPROVEMENTS. AREA HAS BEEN
 EA1538'RECONSTRUCTED, REFERENCES AND RAILROAD ARE GONE.
 EA1538
 EA1538                          STATION RECOVERY (2005)
 EA1538
 EA1538'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2658 ***********************************************************************
 FX2658  DESIGNATION -  ANTIQUES
 FX2658  PID         -  FX2658
 FX2658  STATE/COUNTY-  NC/PASQUOTANK
 FX2658  USGS QUAD   -  ELIZABETH CITY (1982)
 FX2658
 FX2658                         *CURRENT SURVEY CONTROL
 FX2658  ___________________________________________________________________
 FX2658* NAD 83(2007)-  36 20 07.59451(N)    076 13 58.46128(W)     ADJUSTED  
 FX2658* NAVD 88     -         3.142  (meters)      10.31   (feet)  ADJUSTED  
 FX2658  ___________________________________________________________________
 FX2658  EPOCH DATE  -        2002.00
 FX2658  X           -   1,224,148.066 (meters)                     COMP
 FX2658  Y           -  -4,996,223.377 (meters)                     COMP
 FX2658  Z           -   3,758,219.934 (meters)                     COMP
 FX2658  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 FX2658  ELLIP HEIGHT-         -34.286 (meters)          (02/10/07) ADJUSTED
 FX2658  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 FX2658  DYNAMIC HT  -           3.139 (meters)      10.30  (feet)  COMP
 FX2658
 FX2658  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2658  Type    PID    Designation                      North   East  Ellip
 FX2658  -------------------------------------------------------------------
 FX2658  NETWORK FX2658 ANTIQUES                          0.94   0.78   1.59
 FX2658  -------------------------------------------------------------------
 FX2658  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 FX2658
 FX2658  VERT ORDER  -  SECOND    CLASS II
 FX2658
 FX2658.The horizontal coordinates were established by GPS observations
 FX2658.and adjusted by the National Geodetic Survey in February 2007.
 FX2658
 FX2658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2658.The horizontal coordinates are valid at the epoch date displayed above.
 FX2658.The epoch date for horizontal control is a decimal equivalence
 FX2658.of Year/Month/Day.
 FX2658
 FX2658.The orthometric height was determined by differential leveling
 FX2658.and adjusted in June 1991.
 FX2658
 FX2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2658
 FX2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2658
 FX2658.The ellipsoidal height was determined by GPS observations
 FX2658.and is referenced to NAD 83.
 FX2658
 FX2658.The geoid height was determined by GEOID03.
 FX2658
 FX2658.The dynamic height is computed by dividing the NAVD 88
 FX2658.geopotential number by the normal gravity value computed on the
 FX2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2658.degrees latitude (g = 980.6199 gals.).
 FX2658
 FX2658.The modeled gravity was interpolated from observed gravity values.
 FX2658
 FX2658;                    North         East     Units Scale Factor Converg.
 FX2658;SPC NC       -   290,284.611   858,012.387   MT  1.00005148   +1 35 49.5
 FX2658;SPC NC       -   952,375.43  2,814,995.64   sFT  1.00005148   +1 35 49.5
 FX2658;UTM  18      - 4,021,860.461   389,351.041   MT  0.99975085   -0 43 50.1
 FX2658
 FX2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2658!SPC NC       -   1.00000538  x   1.00005148  =   1.00005686
 FX2658!UTM  18      -   1.00000538  x   0.99975085  =   0.99975623
 FX2658
 FX2658                          SUPERSEDED SURVEY CONTROL
 FX2658
 FX2658  NAD 83(2001)-  36 20 07.59509(N)    076 13 58.46092(W) AD(       ) 1
 FX2658  ELLIP H (03/13/03)  -34.300  (m)                       GP(       ) 4 2
 FX2658  NAD 83(1986)-  36 20 07.61008(N)    076 13 58.47860(W) AD(       ) 1
 FX2658  NAD 83(1993)-  36 20 07.60474(N)    076 13 58.47093(W) AD(       ) 2
 FX2658  NAD 83(1986)-  36 20 07.60846(N)    076 13 58.49031(W) AD(       ) 2
 FX2658  NAVD 88 (08/30/02)    3.14   (m)           10.3    (f) LEVELING    3  
 FX2658  NGVD 29 (11/01/90)    3.42   (m)           11.2    (f) LEVELING    3  
 FX2658
 FX2658.Superseded values are not recommended for survey control.
 FX2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2658.See file dsdata.txt to determine how the superseded data were derived.
 FX2658
 FX2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8935121860(NAD 83)
 FX2658_MARKER: DE = TRAVERSE STATION DISK
 FX2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2658_SP_SET: CONCRETE POST
 FX2658_STAMPING: ANTIQUES 1978
 FX2658_MARK LOGO: NCGS  
 FX2658_PROJECTION: RECESSED 10 CENTIMETERS
 FX2658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2658+STABILITY: SURFACE MOTION
 FX2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2658+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 FX2658
 FX2658  HISTORY     - Date     Condition        Report By
 FX2658  HISTORY     - 1978     MONUMENTED       NCGS
 FX2658  HISTORY     - 1980     GOOD             NCGS
 FX2658  HISTORY     - 20011211 GOOD             NCGS
 FX2658
 FX2658                          STATION DESCRIPTION
 FX2658
 FX2658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2658'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH-NORTHWEST OF
 FX2658'ELIZABETH CITY.
 FX2658'
 FX2658'TO REACH THE STATION FROM THE INTERSECTION OF US 17 BYPASS WITH US 158
 FX2658'IN ELIZABETH CITY, PROCEED NORTHERLY ALONG US 17 BYPASS FOR 2.9 MILES
 FX2658'TO SR 1346 AND STATION IN SHOULDER IN EAST QUADRANT.
 FX2658'
 FX2658'STATION MARK IS A STANDARD DISK STAMPED---ANTIQUES 1978---SET IN TOP
 FX2658'OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK
 FX2658'IS 37.8 FEET NORTHEAST OF CENTERLINE OF US 17, 39.4 FEET SOUTHEAST OF
 FX2658'CENTERLINE OF SR 1346, 42.7 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF
 FX2658'CULVERT UNDER SR 1346, 51.3 FEET NORTHWEST OF TELEPHONE POLE WITH
 FX2658'REFERENCE TAG AND 67.1 FEET SOUTHWEST OF SERVICE POLE F WITH REFERENCE
 FX2658'TAG.
 FX2658
 FX2658                          STATION RECOVERY (1980)
 FX2658
 FX2658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2658'2.5 MI NNW FROM ELIZABETH CITY.
 FX2658'2.85 MILES NORTHERLY ALONG U.S. 17 BYPASS FROM THE INTERSECTION WITH
 FX2658'U.S. 158, ON NORTHEAST SIDE OF SR 1346 ENTRANCE ON RIGHT, 37.8 FEET
 FX2658'NORTHEAST OF CENTERLINE OF HIGHWAY, 39.4 FEET SOUTHEAST OF CENTERLINE
 FX2658'OF ROAD, 42.7 FEET SOUTH-SOUTHWEST OF SOUTHEAST END OF CULVERT UNDER
 FX2658'SR 1346, 51.3 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG
 FX2658'AND 67.1 FEET SOUTHWEST OF SERVICE POLE F WITH REFERENCE TAG.
 FX2658'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2658
 FX2658                          STATION RECOVERY (2001)
 FX2658
 FX2658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2658'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 FX2658'CORRECTIONS.
 FX2658'MARK IS RECESSED 6 INCHES BELOW THE GROUND. LOCATED 21.1 FT (6.4 M)
 FX2658'NORTHEAST OF THE CENTERLINE OF US 17 NORTHBOUND LANES, 3 FT (0.9 M)
 FX2658'NORTHEAST OF BACK OF CURB AND GUTTER AND 34.5 FT (10.5 M) SOUTHEAST OF
 FX2658'THE CENTERLINE OF SR 1346.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1853 ***********************************************************************
 EY1853  DESIGNATION -  ANTIQUES
 EY1853  PID         -  EY1853
 EY1853  STATE/COUNTY-  NC/PITT
 EY1853  USGS QUAD   -  AYDEN (1982)
 EY1853
 EY1853                         *CURRENT SURVEY CONTROL
 EY1853  ___________________________________________________________________
 EY1853* NAD 83(2007)-  35 23 38.99124(N)    077 26 41.96325(W)     ADJUSTED  
 EY1853* NAVD 88     -        19.136  (meters)      62.78   (feet)  ADJUSTED  
 EY1853  ___________________________________________________________________
 EY1853  EPOCH DATE  -        2002.00
 EY1853  X           -   1,131,491.645 (meters)                     COMP
 EY1853  Y           -  -5,080,739.094 (meters)                     COMP
 EY1853  Z           -   3,673,592.192 (meters)                     COMP
 EY1853  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EY1853  ELLIP HEIGHT-         -17.033 (meters)          (02/10/07) ADJUSTED
 EY1853  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EY1853  DYNAMIC HT  -          19.119 (meters)      62.73  (feet)  COMP
 EY1853
 EY1853  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY1853  Type    PID    Designation                      North   East  Ellip
 EY1853  -------------------------------------------------------------------
 EY1853  NETWORK EY1853 ANTIQUES                          1.12   0.84   2.14
 EY1853  -------------------------------------------------------------------
 EY1853  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 EY1853
 EY1853  VERT ORDER  -  SECOND    CLASS II
 EY1853
 EY1853.The horizontal coordinates were established by GPS observations
 EY1853.and adjusted by the National Geodetic Survey in February 2007.
 EY1853
 EY1853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY1853.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY1853.The horizontal coordinates are valid at the epoch date displayed above.
 EY1853.The epoch date for horizontal control is a decimal equivalence
 EY1853.of Year/Month/Day.
 EY1853
 EY1853.The orthometric height was determined by differential leveling
 EY1853.and adjusted in June 1991.
 EY1853
 EY1853.Photographs are available for this station.
 EY1853
 EY1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1853
 EY1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1853
 EY1853.The ellipsoidal height was determined by GPS observations
 EY1853.and is referenced to NAD 83.
 EY1853
 EY1853.The geoid height was determined by GEOID03.
 EY1853
 EY1853.The dynamic height is computed by dividing the NAVD 88
 EY1853.geopotential number by the normal gravity value computed on the
 EY1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1853.degrees latitude (g = 980.6199 gals.).
 EY1853
 EY1853.The modeled gravity was interpolated from observed gravity values.
 EY1853
 EY1853;                    North         East     Units Scale Factor Converg.
 EY1853;SPC NC       -   183,493.698   750,847.832   MT  0.99987567   +0 53 51.0
 EY1853;SPC NC       -   602,012.24  2,463,406.60   sFT  0.99987567   +0 53 51.0
 EY1853;UTM  18      - 3,919,500.979   277,943.446   MT  1.00020770   -1 25 00.2
 EY1853
 EY1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1853!SPC NC       -   1.00000267  x   0.99987567  =   0.99987834
 EY1853!UTM  18      -   1.00000267  x   1.00020770  =   1.00021037
 EY1853
 EY1853                          SUPERSEDED SURVEY CONTROL
 EY1853
 EY1853  NAD 83(1986)-  35 23 39.00286(N)    077 26 41.97218(W) AD(       ) 1
 EY1853  NAD 83(2001)-  35 23 38.99167(N)    077 26 41.96265(W) AD(       ) 1
 EY1853  ELLIP H (02/27/04)  -17.036  (m)                       GP(       ) 4 1
 EY1853  NAD 83(1986)-  35 23 39.00172(N)    077 26 41.97195(W) AD(       ) 2
 EY1853  NAVD 88 (02/27/04)   19.14   (m)           62.8    (f) LEVELING    3  
 EY1853  NGVD 29 (10/26/90)   19.49   (m)           63.9    (f) LEVELING    3  
 EY1853
 EY1853.Superseded values are not recommended for survey control.
 EY1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1853.See file dsdata.txt to determine how the superseded data were derived.
 EY1853
 EY1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7794319501(NAD 83)
 EY1853_MARKER: DE = TRAVERSE STATION DISK
 EY1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1853_SP_SET: CONCRETE POST
 EY1853_STAMPING: ANTIQUES 1979
 EY1853_MARK LOGO: NCGS  
 EY1853_PROJECTION: FLUSH
 EY1853_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1853+STABILITY: SURFACE MOTION
 EY1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1853+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 EY1853
 EY1853  HISTORY     - Date     Condition        Report By
 EY1853  HISTORY     - 1979     MONUMENTED       NCGS
 EY1853  HISTORY     - 1980     GOOD             NCGS
 EY1853  HISTORY     - 1986     GOOD             USPSQD
 EY1853  HISTORY     - 19890715 GOOD             USPSQD
 EY1853  HISTORY     - 19910625 GOOD             USPSQD
 EY1853  HISTORY     - 19960626 GOOD             USPSQD
 EY1853  HISTORY     - 20030327 GOOD             NCGS
 EY1853
 EY1853                          STATION DESCRIPTION
 EY1853
 EY1853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1853'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH-NORTHWEST OF
 EY1853'GRIFTON AND 5.5 MILES SOUTH-SOUTHEAST OF AYDEN.
 EY1853'
 EY1853'TO REACH STATION FROM THE NC 11 BRIDGE OVER CONTENTNEA CREEK AT PITT
 EY1853'LENOIR COUNTY LINE, PROCEED NORTHERLY ALONG NC 11 FOR 0.9 MILE TO
 EY1853'STATION ON THE LEFT ON TOP OF A 10 FOOT CUT AND ON THE PROLONGATION
 EY1853'OF THE POSTS OF--THE HOMESTEAD ANTIQUES--SIGN AND 0.2 MILE SOUTH OF
 EY1853'THE SR 1103 CROSSOVER.
 EY1853'
 EY1853'STATION MARK IS A STANDARD DISK STAMPED---ANTIQUES 1979---SET IN TOP
 EY1853'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE.
 EY1853'THE MARK IS 94.2 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES,
 EY1853'70.0 FEET WEST OF CENTER OF METAL DRAINAGE COVER, 144.7 FEET NORTH OF
 EY1853'NORTH END OF GUARD RAIL, 22.7 FEET SOUTHEAST OF CENTER BRACE POST OF
 EY1853'FENCE, 27.8 FEET EAST OF FENCE POST WITH REFERENCE TAG AND 28.7 FEET
 EY1853'SOUTH-SOUTHEAST OF FENCE POST WITH REFERENCE TAG.
 EY1853
 EY1853                          STATION RECOVERY (1980)
 EY1853
 EY1853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1853'1.4 MI NNW FROM GRIFTON.
 EY1853'0.9 MILE NORTH ALONG N.C. 11 FROM THE BRIDGE OVER CONTENTNEA CREEK
 EY1853'AND THE LENOIR-PITT COUNTY LINE, ON TOP OF A 10 FOOT CUT ON WEST SIDE
 EY1853'OF HIGHWAY AND ON THE PROLONGATION OF THE POSTS OF THE HOMESTEAD
 EY1853'ANTIQUES SIGN, AND 0.2 MILE SOUTH OF SR 1103 CROSSOVER, 94.2 FEET
 EY1853'NORTHWEST OF CENTERLINE OF SOUTH BOUND LANES, 70.0 FEET WEST OF
 EY1853'CENTER OF DROP INLET, 144.7 FEET NORTH OF NORTH END OF GUARD RAIL,
 EY1853'22.7 FEET SOUTHEAST OF CENTER BRACE POST AT SIGN WITH REFERENCE TAG,
 EY1853'27.8 FEET EAST OF FENCE POST SOUTH OF BRACE WITH REFERENCE TAG AND
 EY1853'28.7 FEET SOUTH-SOUTHEAST OF FENCE POST NORTH OF BRACE WITH
 EY1853'REFERENCE TAG.
 EY1853'THE MARK IS 10 FT ABOVE HIGHWAY.
 EY1853
 EY1853                          STATION RECOVERY (1986)
 EY1853
 EY1853'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY1853'RECOVERED IN GOOD CONDITION.
 EY1853
 EY1853                          STATION RECOVERY (1989)
 EY1853
 EY1853'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1853'RECOVERED IN GOOD CONDITION.
 EY1853
 EY1853                          STATION RECOVERY (1991)
 EY1853
 EY1853'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY1853'RECOVERED IN GOOD CONDITION.
 EY1853
 EY1853                          STATION RECOVERY (1996)
 EY1853
 EY1853'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1853'RECOVERED IN GOOD CONDITION.
 EY1853
 EY1853                          STATION RECOVERY (2003)
 EY1853
 EY1853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EY1853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2114 ***********************************************************************
 FA2114  DESIGNATION -  ANTIQUES
 FA2114  PID         -  FA2114
 FA2114  STATE/COUNTY-  NC/CABARRUS
 FA2114  USGS QUAD   -  RICHFIELD (1993)
 FA2114
 FA2114                         *CURRENT SURVEY CONTROL
 FA2114  ___________________________________________________________________
 FA2114* NAD 83(2001)-  35 26 56.43784(N)    080 21 08.21669(W)     ADJUSTED  
 FA2114* NAVD 88     -       209.5    (meters)     687.     (feet)  VERTCON   
 FA2114  ___________________________________________________________________
 FA2114  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FA2114  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2114  HORZ ORDER  -  SECOND
 FA2114
 FA2114.The horizontal coordinates were established by classical geodetic methods
 FA2114.and adjusted by the National Geodetic Survey in August 2005.
 FA2114
 FA2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2114
 FA2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2114
 FA2114.The geoid height was determined by GEOID03.
 FA2114
 FA2114;                    North         East     Units Scale Factor Converg.
 FA2114;SPC NC       -   189,307.838   486,850.685   MT  0.99987850   -0 46 49.8
 FA2114;SPC NC       -   621,087.47  1,597,275.96   sFT  0.99987850   -0 46 49.8
 FA2114;UTM  17      - 3,923,031.177   558,781.029   MT  0.99964258   +0 22 32.4
 FA2114
 FA2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2114!SPC NC       -   0.99997189  x   0.99987850  =   0.99985040
 FA2114!UTM  17      -   0.99997189  x   0.99964258  =   0.99961448
 FA2114
 FA2114:                Primary Azimuth Mark                     Grid Az
 FA2114:SPC NC       -  EARNHARDT                                230 53 09.2
 FA2114:UTM  17      -  EARNHARDT                                229 43 47.0
 FA2114
 FA2114|---------------------------------------------------------------------|
 FA2114| PID    Reference Object                     Distance      Geod. Az  |
 FA2114|                                                           dddmmss.s |
 FA2114| FA2119 EARNHARDT                           APPROX. 1.5 KM 2300619.4 |
 FA2114|---------------------------------------------------------------------|
 FA2114
 FA2114                          SUPERSEDED SURVEY CONTROL
 FA2114
 FA2114  NAD 83(1986)-  35 26 56.45075(N)    080 21 08.22231(W) AD(       ) 2
 FA2114  NAD 27      -  35 26 55.94949(N)    080 21 09.00347(W) AD(       ) 2
 FA2114  NGVD 29 (07/19/86)  209.7    (m)          688.     (f) VERT ANG    3  
 FA2114
 FA2114.Superseded values are not recommended for survey control.
 FA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2114.See file dsdata.txt to determine how the superseded data were derived.
 FA2114
 FA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5878123031(NAD 83)
 FA2114_MARKER: DE = TRAVERSE STATION DISK
 FA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2114_STAMPING: ANTIQUES 1974
 FA2114_MARK LOGO: NCGS  
 FA2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2114+STABILITY: SURFACE MOTION
 FA2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2114+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 FA2114
 FA2114  HISTORY     - Date     Condition        Report By
 FA2114  HISTORY     - 1974     MONUMENTED       NCGS
 FA2114  HISTORY     - 19981026 GOOD             USPSQD
 FA2114  HISTORY     - 20060204 GOOD             NCDOT
 FA2114
 FA2114                          STATION DESCRIPTION
 FA2114
 FA2114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2114'ANTIQUES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2114'IN THE VICINITY OF MOUNT PLEASANT, NORTH CAROLINA.
 FA2114'
 FA2114'ANTIQUES IS LOCATED APPROXIMATELY 5.8 MILES NE OF MOUNT PLEASANT,
 FA2114'AND 11.1 MILES NW OF ALBEMARLE.  TO REACH STATION FROM THE
 FA2114'CABARRUS - STANLY COUNTY LINE CROSSING OF NC 49, PROCEED WESTERLY
 FA2114'ALONG NC 49 FOR 1.75 MILES TO STATION ON THE RIGHT, APPROXIMATELY
 FA2114'100 FEET SOUTH OF A 1-1/2 STORY WHITE FRAMED BUILDING (JAMESS
 FA2114'ANTIQUES).  AND 0.1 MILE NE OF THE INTERSECTION WITH SR 2454.
 FA2114'
 FA2114'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2114'ANTIQUES 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2114'WHICH IS FLUSH WITH THE GROUND.
 FA2114'
 FA2114'MARK IS 24.3 FT NW OF C/L OF NC 49
 FA2114'
 FA2114'155.0 FT NE OF C/L INTERSECTION OF NC 49 AND DIRT ROAD
 FA2114'PARALLELING A FENCE LINE
 FA2114'
 FA2114'98.6 FT SSW OF SOUTH CORNER OF JAMES ANTIQUE SHOP
 FA2114'
 FA2114'81.2 FT NNW OF PP WITH ALUMINUM REF. TAG
 FA2114'
 FA2114'58.8 FT S OF 15 IN WILLOW OAK WITH ALUMINUM REF. TAG
 FA2114
 FA2114                          STATION RECOVERY (1998)
 FA2114
 FA2114'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2114'RECOVERED IN GOOD CONDITION.
 FA2114
 FA2114                          STATION RECOVERY (2006)
 FA2114
 FA2114'RECOVERY NOTE BY 
NC DOT 2006 (JIJ)
 FA2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4874 ***********************************************************************
 FA4874  DESIGNATION -  ANTIQUES
 FA4874  PID         -  FA4874
 FA4874  STATE/COUNTY-  NC/CLEVELAND
 FA4874  USGS QUAD   -  GROVER (1993)
 FA4874
 FA4874                         *CURRENT SURVEY CONTROL
 FA4874  ___________________________________________________________________
 FA4874* NAD 83(2001)-  35 14 50.17994(N)    081 26 06.03951(W)     ADJUSTED  
 FA4874* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 FA4874  ___________________________________________________________________
 FA4874  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FA4874  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FA4874  HORZ ORDER  -  SECOND
 FA4874
 FA4874.The horizontal coordinates were established by classical geodetic methods
 FA4874.and adjusted by the National Geodetic Survey in August 2005.
 FA4874
 FA4874.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4874
 FA4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4874
 FA4874.The geoid height was determined by GEOID03.
 FA4874
 FA4874;                    North         East     Units Scale Factor Converg.
 FA4874;SPC NC       -   168,809.865   388,034.759   MT  0.99987259   -1 24 19.5
 FA4874;SPC NC       -   553,837.03  1,273,077.37   sFT  0.99987259   -1 24 19.5
 FA4874;UTM  17      - 3,900,551.876   460,424.186   MT  0.99961930   -0 15 03.8
 FA4874
 FA4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4874!SPC NC       -   0.99996443  x   0.99987259  =   0.99983702
 FA4874!UTM  17      -   0.99996443  x   0.99961930  =   0.99958374
 FA4874
 FA4874                          SUPERSEDED SURVEY CONTROL
 FA4874
 FA4874  NAD 83(1986)-  35 14 50.19295(N)    081 26 06.03704(W) AD(       ) 2
 FA4874  NGVD 29 (09/01/92)  258.5    (m)          848.     (f) VERT ANG    3  
 FA4874
 FA4874.Superseded values are not recommended for survey control.
 FA4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4874.See file dsdata.txt to determine how the superseded data were derived.
 FA4874
 FA4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6042400552(NAD 83)
 FA4874_MARKER: DE = TRAVERSE STATION DISK
 FA4874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4874_SP_SET: CONCRETE POST
 FA4874_STAMPING: ANTIQUES 1985
 FA4874_MARK LOGO: NCGS  
 FA4874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4874+STABILITY: SURFACE MOTION
 FA4874
 FA4874  HISTORY     - Date     Condition        Report By
 FA4874  HISTORY     - 1985     MONUMENTED       NCGS
 FA4874  HISTORY     - 19941221 GOOD             USPSQD
 FA4874  HISTORY     - 20001117 GOOD             USPSQD
 FA4874
 FA4874                          STATION DESCRIPTION
 FA4874
 FA4874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4874'STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) EAST-SOUTHEAST OF SHELBY AND
 FA4874'9.7 KM (6.0 MI) WEST OF KINGS MOUNTAIN.
 FA4874'ALONG US 74 FOR 2.4 KM (1.5 MI) WEST FROM US 74 (WEST OF KINGS
 FA4874'MOUNTAIN), AT SR 2319, NEAR A FENCE LINE.
 FA4874'MARK IS RECESSED 2 IN BELOW GROUND AND IS 2 FEET LOWER THAN THE
 FA4874'HIGHWAY. LOCATED 14.8 M (48.6 FT) NORTH OF THE CENTERLINE OF WEST
 FA4874'BOUND US 74, 48.8 M (160.1 FT) WEST OF THE CENTERLINE OF SR 2319,
 FA4874'27.7 M (90.9 FT) SOUTH OF THE SOUTHWEST CORNER OF A BARN--AND 1.1 M
 FA4874'(3.6 FT) SOUTHEAST OF A POWER POLE, 34.7 M (113.8 FT) WEST-SOUTHWEST
 FA4874'OF A TELEPHONE POLE WITH A NIGHT-LIGHT--BOTH WITH REFERENCE TAGS.
 FA4874
 FA4874                          STATION RECOVERY (1994)
 FA4874
 FA4874'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4874'RECOVERED IN GOOD CONDITION.
 FA4874
 FA4874                          STATION RECOVERY (2000)
 FA4874
 FA4874'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA4874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH7044 ***********************************************************************
 DH7044  DESIGNATION -  ANTIQUES
 DH7044  PID         -  DH7044
 DH7044  STATE/COUNTY-  NC/CURRITUCK
 DH7044  USGS QUAD   -  JARVISBURG (1982)
 DH7044
 DH7044                         *CURRENT SURVEY CONTROL
 DH7044  ___________________________________________________________________
 DH7044* NAD 83(2007)-  36 09 29.00820(N)    075 51 30.42988(W)     ADJUSTED  
 DH7044* NAVD 88     -         2.581  (meters)       8.47   (feet)  ADJUSTED  
 DH7044  ___________________________________________________________________
 DH7044  EPOCH DATE  -        2002.00
 DH7044  X           -   1,259,617.198 (meters)                     COMP
 DH7044  Y           -  -4,999,400.153 (meters)                     COMP
 DH7044  Z           -   3,742,344.760 (meters)                     COMP
 DH7044  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DH7044  ELLIP HEIGHT-         -36.198 (meters)          (02/10/07) ADJUSTED
 DH7044  GEOID HEIGHT-         -38.82  (meters)                     GEOID03
 DH7044  DYNAMIC HT  -           2.579 (meters)       8.46  (feet)  COMP
 DH7044
 DH7044  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH7044  Type    PID    Designation                      North   East  Ellip
 DH7044  -------------------------------------------------------------------
 DH7044  NETWORK DH7044 ANTIQUES                          0.63   0.51   0.61
 DH7044  -------------------------------------------------------------------
 DH7044  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 DH7044
 DH7044  VERT ORDER  -  SECOND    CLASS II
 DH7044
 DH7044.The horizontal coordinates were established by GPS observations
 DH7044.and adjusted by the National Geodetic Survey in February 2007.
 DH7044
 DH7044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH7044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH7044.The horizontal coordinates are valid at the epoch date displayed above.
 DH7044.The epoch date for horizontal control is a decimal equivalence
 DH7044.of Year/Month/Day.
 DH7044
 DH7044.The orthometric height was determined by differential leveling
 DH7044.and adjusted in August 2007.
 DH7044
 DH7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7044
 DH7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7044
 DH7044.The ellipsoidal height was determined by GPS observations
 DH7044.and is referenced to NAD 83.
 DH7044
 DH7044.The geoid height was determined by GEOID03.
 DH7044
 DH7044.The dynamic height is computed by dividing the NAVD 88
 DH7044.geopotential number by the normal gravity value computed on the
 DH7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7044.degrees latitude (g = 980.6199 gals.).
 DH7044
 DH7044.The modeled gravity was interpolated from observed gravity values.
 DH7044
 DH7044;                    North         East     Units Scale Factor Converg.
 DH7044;SPC NC       -   271,611.120   892,240.547   MT  0.99999761   +1 48 47.5
 DH7044;SPC NC       -   891,110.82  2,927,292.53   sFT  0.99999761   +1 48 47.5
 DH7044;UTM  18      - 4,001,820.924   422,783.494   MT  0.99967346   -0 30 23.5
 DH7044
 DH7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7044!SPC NC       -   1.00000568  x   0.99999761  =   1.00000329
 DH7044!UTM  18      -   1.00000568  x   0.99967346  =   0.99967914
 DH7044
 DH7044:                Primary Azimuth Mark                     Grid Az
 DH7044:SPC NC       -  U 167 RESET                              159 13 58.5
 DH7044:UTM  18      -  U 167 RESET                              161 33 09.5
 DH7044
 DH7044|---------------------------------------------------------------------|
 DH7044| PID    Reference Object                     Distance      Geod. Az  |
 DH7044|                                                           dddmmss.s |
 DH7044| DF5607 U 167 RESET                         APPROX. 0.6 KM 1610246.0 |
 DH7044|---------------------------------------------------------------------|
 DH7044
 DH7044                          SUPERSEDED SURVEY CONTROL
 DH7044
 DH7044  NAD 83(1986)-  36 09 29.02434(N)    075 51 30.44841(W) AD(       ) 1
 DH7044  NAD 83(2001)-  36 09 29.00848(N)    075 51 30.42961(W) AD(       ) 1
 DH7044  ELLIP H (11/15/05)  -36.202  (m)                       GP(       ) 4 2
 DH7044  NAVD 88 (11/15/05)    2.58   (m)            8.5    (f) LEVELING    3  
 DH7044
 DH7044.Superseded values are not recommended for survey control.
 DH7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7044.See file dsdata.txt to determine how the superseded data were derived.
 DH7044
 DH7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2278301821(NAD 83)
 DH7044_MARKER: DH = HORIZONTAL CONTROL DISK
 DH7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7044_STAMPING: ANTIQUES
 DH7044_MARK LOGO: NCGS  
 DH7044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7044+STABILITY: SURFACE MOTION
 DH7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7044+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DH7044
 DH7044  HISTORY     - Date     Condition        Report By
 DH7044  HISTORY     - 2005     MONUMENTED       NCGS
 DH7044  HISTORY     - 20071008 GOOD             GEOCAC
 DH7044
 DH7044                          STATION DESCRIPTION
 DH7044
 DH7044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 DH7044'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHWEST OF HARBINGER
 DH7044'AND 3.0 MI (4.8 KM) SOUTH OF JARVISBURG.  ALONG US 158 FOR 0.2 MI (0.3
 DH7044'KM) SOUTH FROM THE POWELLS POINT POST OFFICE AND ON THE PROPERTY OF
 DH7044'LAMMERS GIFTS AND ANTIQUES STORE.  MARK IS ABOUT LEVEL WITH THE
 DH7044'CENTERLINE OF US 158 AND IS FLUSH WITH THE GROUND.  LOCATED 43.6 FT
 DH7044'(13.3 M) EAST OF THE CENTERLINE OF US 158 NORTHBOUND LANES, 167 FEET
 DH7044'(50.9 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVE LEADING EAST, 38
 DH7044'FEET (11.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A NEW DRIVE
 DH7044'LEADING EAST AND 4.6 FT (1.4 M) SOUTHEAST OF A TELEPHONE POLE
 DH7044'(158NP89E) WITH REFERENCE TAG.
 DH7044
 DH7044                          STATION RECOVERY (2007)
 DH7044
 DH7044'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 DH7044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4222 ***********************************************************************
 EZ4222  DESIGNATION -  ANTNAR
 EZ4222  PID         -  EZ4222
 EZ4222  STATE/COUNTY-  NC/JOHNSTON
 EZ4222  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4222
 EZ4222                         *CURRENT SURVEY CONTROL
 EZ4222  ___________________________________________________________________
 EZ4222* NAD 83(2001)-  35 41 34.20594(N)    078 14 37.89550(W)     ADJUSTED  
 EZ4222* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 EZ4222  ___________________________________________________________________
 EZ4222  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 EZ4222  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 EZ4222  HORZ ORDER  -  SECOND
 EZ4222
 EZ4222.The horizontal coordinates were established by classical geodetic methods
 EZ4222.and adjusted by the National Geodetic Survey in August 2005.
 EZ4222
 EZ4222.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4222
 EZ4222.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4222
 EZ4222.The geoid height was determined by GEOID03.
 EZ4222
 EZ4222;                    North         East     Units Scale Factor Converg.
 EZ4222;SPC NC       -   215,781.959   678,033.643   MT  0.99990214   +0 26 11.1
 EZ4222;SPC NC       -   707,944.64  2,224,515.38   sFT  0.99990214   +0 26 11.1
 EZ4222;UTM  17      - 3,953,381.529   749,395.026   MT  1.00036651   +1 36 31.9
 EZ4222
 EZ4222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4222!SPC NC       -   0.99999229  x   0.99990214  =   0.99989443
 EZ4222!UTM  17      -   0.99999229  x   1.00036651  =   1.00035880
 EZ4222
 EZ4222|---------------------------------------------------------------------|
 EZ4222| PID    Reference Object                     Distance      Geod. Az  |
 EZ4222|                                                           dddmmss.s |
 EZ4222| EZ4223 AMY                                 369.270 METERS 06250     |
 EZ4222| EZ4221 ANTIOCH                             120.535 METERS 26322     |
 EZ4222|---------------------------------------------------------------------|
 EZ4222
 EZ4222                          SUPERSEDED SURVEY CONTROL
 EZ4222
 EZ4222  NAD 83(1986)-  35 41 34.21004(N)    078 14 37.90727(W) AD(       ) 2
 EZ4222  NAD 27      -  35 41 33.64228(N)    078 14 38.91669(W) AD(       ) 2
 EZ4222  NGVD 29 (07/19/86)   83.7    (m)          275.     (f) VERT ANG    3  
 EZ4222
 EZ4222.Superseded values are not recommended for survey control.
 EZ4222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4222.See file dsdata.txt to determine how the superseded data were derived.
 EZ4222
 EZ4222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4939553382(NAD 83)
 EZ4222_MARKER: DE = TRAVERSE STATION DISK
 EZ4222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4222_STAMPING: ANTNAR 1972
 EZ4222_MARK LOGO: NCGS  
 EZ4222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4222+STABILITY: SURFACE MOTION
 EZ4222
 EZ4222  HISTORY     - Date     Condition        Report By
 EZ4222  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4222  HISTORY     - 20050624 MARK NOT FOUND   USPSQD
 EZ4222
 EZ4222                          STATION DESCRIPTION
 EZ4222
 EZ4222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4222'ANTNAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4222'VICINITY OF HARES CROSSROADS, NORTH CAROLINA.
 EZ4222'
 EZ4222'ANTNAR IS LOCATED APPROXIMATELY 1.6 MILES NNE OF HARES CROSSROADS AND
 EZ4222'7.0 MILES SSW OF MIDDLESEX.  TO REACH STATION FROM THE INTERSECTION
 EZ4222'OF NC 39 AND NC 42 AT HARES CROSSROADS, PROCEED NORTH ALONG NC 39
 EZ4222'FOR 1.7 MILES TO INTERSECTION WITH SR 1733 (AT ANTIOCH CHURCH),
 EZ4222'THENCE EAST ALONG SR 1733 FOR 0.1 MILE TO STATION ON RIGHT, AND
 EZ4222'ON EAST SIDE OF LANE LEADING BY EAST SIDE OF CHURCH CEMETERY.
 EZ4222'
 EZ4222'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ANTNAR
 EZ4222'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4222'INCH ABOVE THE GROUND.
 EZ4222'
 EZ4222'MARK IS
 EZ4222'130.6 FEET S OF C/L OF SR 1733.
 EZ4222'6.4 FEET ENE OF C/L OF E LANE BY CEMETERY.
 EZ4222'164.4 FEET NE OF S CORNER AT E SIDE OF WHITE FRAME CHURCH.
 EZ4222'44.6 FEET W OF SOUTHERNMOST 24 INCH PECAN WITH ALUMINUM REF. TAG.
 EZ4222'95.3 FEET NNW OF 36 INCH EASTERNMOST OAK IN BARNYARD, WITH
 EZ4222'ALUMINUM REF. TAG.
 EZ4222
 EZ4222                          STATION RECOVERY (2005)
 EZ4222
 EZ4222'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4222'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0749 ***********************************************************************
 FA0749  DESIGNATION -  AP STA A
 FA0749  PID         -  FA0749
 FA0749  STATE/COUNTY-  NC/CATAWBA
 FA0749  USGS QUAD   -  LONGVIEW (1993)
 FA0749
 FA0749                         *CURRENT SURVEY CONTROL
 FA0749  ___________________________________________________________________
 FA0749* NAD 83(1986)-  35 44 10.     (N)    081 23 45.     (W)     SCALED    
 FA0749* NAVD 88     -       345.793  (meters)    1134.49   (feet)  ADJUSTED  
 FA0749  ___________________________________________________________________
 FA0749  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 FA0749  DYNAMIC HT  -         345.464 (meters)    1133.41  (feet)  COMP
 FA0749  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 FA0749
 FA0749  VERT ORDER  -  SECOND    CLASS 0
 FA0749
 FA0749.This mark is at Hickory Airport (HKY)
 FA0749
 FA0749.The horizontal coordinates were scaled from a topographic map and have
 FA0749.an estimated accuracy of +/- 6 seconds.
 FA0749
 FA0749.The orthometric height was determined by differential leveling
 FA0749.and adjusted in June 1991.
 FA0749
 FA0749.The geoid height was determined by GEOID03.
 FA0749
 FA0749.The dynamic height is computed by dividing the NAVD 88
 FA0749.geopotential number by the normal gravity value computed on the
 FA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0749.degrees latitude (g = 980.6199 gals.).
 FA0749
 FA0749.The modeled gravity was interpolated from observed gravity values.
 FA0749
 FA0749;                    North         East    Units  Estimated Accuracy
 FA0749;SPC NC       -   222,940.      392,910.      MT  (+/- 180 meters Scaled)
 FA0749
 FA0749                          SUPERSEDED SURVEY CONTROL
 FA0749
 FA0749  NGVD 29 (??/??/92)  345.98   (m)         1135.1    (f) COMPUTED    2 0
 FA0749
 FA0749.Superseded values are not recommended for survey control.
 FA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0749.See file dsdata.txt to determine how the superseded data were derived.
 FA0749
 FA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV642547(NAD 83)
 FA0749_MARKER: DT = TOPOGRAPHIC STATION DISK
 FA0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0749_SP_SET: RUNWAY
 FA0749_STAMPING: ARP 1959
 FA0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0749
 FA0749  HISTORY     - Date     Condition        Report By
 FA0749  HISTORY     - 1959     MONUMENTED       CGS
 FA0749  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0749  HISTORY     - 1970     MARK NOT FOUND   USGS
 FA0749
 FA0749                          STATION DESCRIPTION
 FA0749
 FA0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0749'2 MI W FROM HICKORY.
 FA0749'ABOUT 1 1/2 MAN-HOURS WERE SPENT IN SEARCHING FOR THIS MARK BUT
 FA0749'IT WAS NOT RECOVERED.  THE RUNWAY NEAR THE DESCRIBED LOCATION
 FA0749'THIS MARK HAS BEEN RESURFACED AND THE TAXIWAY HAS BEEN WIDENED.
 FA0749'IT IS BELIEVED THAT THE MARK WAS EITHER COVERED OR DESTROYED DURING
 FA0749'CONSTRUCTION.  THE MARK IS ON THE HICKORY MUNICIPAL AIRPORT.
 FA0749'IT IS LOCATED ALONG THE EASTERN EDGE OF RUNWAY 1-19 ABOUT 1200
 FA0749'FEET NORTH OF RUNWAY END 1 AND 273 FEET NORTHERLY FROM THE
 FA0749'CENTERLINE OF THE INTERSECTION OF RUNWAYS 1-19 AND 11-29.  A
 FA0749'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1959 CEMENTED IN A 6-INCH
 FA0749'TILE FLUSH WITH THE RUNWAY SURFACE.
 FA0749
 FA0749                          STATION RECOVERY (1970)
 FA0749
 FA0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FA0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0607 ***********************************************************************
 EY0607  DESIGNATION -  AP STA A
 EY0607  PID         -  EY0607
 EY0607  STATE/COUNTY-  NC/CRAVEN
 EY0607  USGS QUAD   -  NEW BERN (1994)
 EY0607
 EY0607                         *CURRENT SURVEY CONTROL
 EY0607  ___________________________________________________________________
 EY0607* NAD 83(1986)-  35 04 39.     (N)    077 02 24.     (W)     SCALED    
 EY0607* NAVD 88     -         3.823  (meters)      12.54   (feet)  ADJUSTED  
 EY0607  ___________________________________________________________________
 EY0607  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EY0607  DYNAMIC HT  -           3.819 (meters)      12.53  (feet)  COMP
 EY0607  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 EY0607
 EY0607  VERT ORDER  -  FIRST     CLASS I
 EY0607
 EY0607.This mark is at Craven Co Regional Airport (EWN)
 EY0607
 EY0607.The horizontal coordinates were scaled from a topographic map and have
 EY0607.an estimated accuracy of +/- 6 seconds.
 EY0607
 EY0607.The orthometric height was determined by differential leveling
 EY0607.and adjusted in June 1991.
 EY0607
 EY0607.The geoid height was determined by GEOID03.
 EY0607
 EY0607.The dynamic height is computed by dividing the NAVD 88
 EY0607.geopotential number by the normal gravity value computed on the
 EY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0607.degrees latitude (g = 980.6199 gals.).
 EY0607
 EY0607.The modeled gravity was interpolated from observed gravity values.
 EY0607
 EY0607;                    North         East    Units  Estimated Accuracy
 EY0607;SPC NC       -   149,020.      788,320.      MT  (+/- 180 meters Scaled)
 EY0607
 EY0607                          SUPERSEDED SURVEY CONTROL
 EY0607
 EY0607  NGVD 29 (??/??/92)    4.143  (m)           13.59   (f) ADJ UNCH    1 1
 EY0607
 EY0607.Superseded values are not recommended for survey control.
 EY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0607.See file dsdata.txt to determine how the superseded data were derived.
 EY0607
 EY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD140835(NAD 83)
 EY0607_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0607_STAMPING: AP 1960 STA A
 EY0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0607+STABILITY: SURFACE MOTION
 EY0607
 EY0607  HISTORY     - Date     Condition        Report By
 EY0607  HISTORY     - 1960     MONUMENTED       CGS
 EY0607  HISTORY     - 1963     GOOD             NGS
 EY0607
 EY0607                          STATION DESCRIPTION
 EY0607
 EY0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0607'3.4 MI S FROM NEW BERN.
 EY0607'ABOUT 2.85 MILES SOUTHEAST ALONG THE ATLANTIC AND EAST CAROLINA
 EY0607'RAILROAD FROM THE STATION AT NEW BERN, THENCE 0.55 MILES NORTHWEST
 EY0607'ALONG COUNTY ROAD 1131, AT THE SIMMONS-NOTT AIRPORT, AT THE
 EY0607'NORTHEAST END OF THE NORTHEAST SOUTHWEST BLACK TOP RUNWAY,
 EY0607'1.8 FEET NORTHEAST OF THE EAST CORNER OF THE RUNWAY, 145.9
 EY0607'FEET SOUTH OF BENCH MARK W 242, AND IS SET IN THE TOP OF A
 EY0607'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0906 ***********************************************************************
 EY0906  DESIGNATION -  AP STA A
 EY0906  PID         -  EY0906
 EY0906  STATE/COUNTY-  NC/NASH
 EY0906  USGS QUAD   -  ROCKY MOUNT (1977)
 EY0906
 EY0906                         *CURRENT SURVEY CONTROL
 EY0906  ___________________________________________________________________
 EY0906* NAD 83(1986)-  35 57 46.     (N)    077 47 29.     (W)     SCALED    
 EY0906* NAVD 88     -        24.084  (meters)      79.02   (feet)  ADJUSTED  
 EY0906  ___________________________________________________________________
 EY0906  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EY0906  DYNAMIC HT  -          24.064 (meters)      78.95  (feet)  COMP
 EY0906  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 EY0906
 EY0906  VERT ORDER  -  SECOND    CLASS 0
 EY0906
 EY0906.The horizontal coordinates were scaled from a topographic map and have
 EY0906.an estimated accuracy of +/- 6 seconds.
 EY0906
 EY0906.The orthometric height was determined by differential leveling
 EY0906.and adjusted in June 1991.
 EY0906
 EY0906.The geoid height was determined by GEOID03.
 EY0906
 EY0906.The dynamic height is computed by dividing the NAVD 88
 EY0906.geopotential number by the normal gravity value computed on the
 EY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0906.degrees latitude (g = 980.6199 gals.).
 EY0906
 EY0906.The modeled gravity was interpolated from observed gravity values.
 EY0906
 EY0906;                    North         East    Units  Estimated Accuracy
 EY0906;SPC NC       -   246,130.      718,620.      MT  (+/- 180 meters Scaled)
 EY0906
 EY0906                          SUPERSEDED SURVEY CONTROL
 EY0906
 EY0906  NGVD 29 (??/??/92)   24.401  (m)           80.06   (f) ADJ UNCH    2 0
 EY0906
 EY0906.Superseded values are not recommended for survey control.
 EY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0906.See file dsdata.txt to determine how the superseded data were derived.
 EY0906
 EY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE482834(NAD 83)
 EY0906_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0906_STAMPING: AP 1964 STA A
 EY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0906+STABILITY: SURFACE MOTION
 EY0906
 EY0906  HISTORY     - Date     Condition        Report By
 EY0906  HISTORY     - 1964     MONUMENTED       CGS
 EY0906  HISTORY     - 1968     GOOD             NGS
 EY0906  HISTORY     - 1978     GOOD             NCGS
 EY0906
 EY0906                          STATION DESCRIPTION
 EY0906
 EY0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EY0906'IN ROCKY MOUNT.
 EY0906'THE STATION IS LOCATED AT THE ROCKY MOUNT MUNICIPAL AIRPORT-- IN
 EY0906'THE SOUTH QUADRANT OF THE INTERSECTION OF RUNWAYS 3-21 AND
 EY0906'15-33, 158 FEET SOUTHEAST OF THE WEST ONE OF TWO RUNWAY LIGHTS IN
 EY0906'THE ROUNDED PORTION OF THE RUNWAY INTERSECTION, 114 FEET SOUTH OF
 EY0906'THE EAST LIGHT.  THE MARK IS SET IN A 10 INCH SQUARE CONCRETE POST
 EY0906'FLUSH WITH THE GROUND.
 EY0906
 EY0906                          STATION RECOVERY (1968)
 EY0906
 EY0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0906'RECOVERED IN GOOD CONDITION.
 EY0906
 EY0906                          STATION RECOVERY (1978)
 EY0906
 EY0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5369 ***********************************************************************
 FX5369  PACS        -  This is a Primary Airport Control Station.
 FX5369  DESIGNATION -  AP STA A ECG
 FX5369  PID         -  FX5369
 FX5369  STATE/COUNTY-  NC/PASQUOTANK
 FX5369  USGS QUAD   -  ELIZABETH CITY (1982)
 FX5369
 FX5369                         *CURRENT SURVEY CONTROL
 FX5369  ___________________________________________________________________
 FX5369* NAD 83(2007)-  36 15 36.22518(N)    076 09 38.83186(W)     ADJUSTED  
 FX5369* NAVD 88     -         2.174  (meters)       7.13   (feet)  ADJUSTED  
 FX5369  ___________________________________________________________________
 FX5369  EPOCH DATE  -        2002.00
 FX5369  X           -   1,231,620.101 (meters)                     COMP
 FX5369  Y           -  -4,999,485.418 (meters)                     COMP
 FX5369  Z           -   3,751,477.772 (meters)                     COMP
 FX5369  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 FX5369  ELLIP HEIGHT-         -35.605 (meters)          (02/10/07) ADJUSTED
 FX5369  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 FX5369  DYNAMIC HT  -           2.172 (meters)       7.13  (feet)  COMP
 FX5369
 FX5369  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX5369  Type    PID    Designation                      North   East  Ellip
 FX5369  -------------------------------------------------------------------
 FX5369  NETWORK FX5369 AP STA A ECG                      0.33   0.29   0.88
 FX5369  -------------------------------------------------------------------
 FX5369  MODELED GRAV-     979,820.0   (mgal)                       NAVD 88
 FX5369
 FX5369  VERT ORDER  -  SECOND    CLASS II
 FX5369
 FX5369.This mark is at Elizabeth City C G Air Station Mun Airport (ECG)
 FX5369
 FX5369.The horizontal coordinates were established by GPS observations
 FX5369.and adjusted by the National Geodetic Survey in February 2007.
 FX5369
 FX5369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX5369.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX5369.The horizontal coordinates are valid at the epoch date displayed above.
 FX5369.The epoch date for horizontal control is a decimal equivalence
 FX5369.of Year/Month/Day.
 FX5369
 FX5369.The orthometric height was determined by differential leveling
 FX5369.and adjusted in September 1997.
 FX5369.WARNING-GPS observations at this control monument resulted in a GPS
 FX5369.derived orthometric height which differed from the leveled height by
 FX5369.more than one decimeter (0.1 meter).
 FX5369
 FX5369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5369
 FX5369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5369
 FX5369.The ellipsoidal height was determined by GPS observations
 FX5369.and is referenced to NAD 83.
 FX5369
 FX5369.The geoid height was determined by GEOID03.
 FX5369
 FX5369.The dynamic height is computed by dividing the NAVD 88
 FX5369.geopotential number by the normal gravity value computed on the
 FX5369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX5369.degrees latitude (g = 980.6199 gals.).
 FX5369
 FX5369.The modeled gravity was interpolated from observed gravity values.
 FX5369
 FX5369;                    North         East     Units Scale Factor Converg.
 FX5369;SPC NC       -   282,105.977   864,724.240   MT  1.00002740   +1 38 19.4
 FX5369;SPC NC       -   925,542.69  2,837,016.11   sFT  1.00002740   +1 38 19.4
 FX5369;UTM  18      - 4,013,418.617   395,723.469   MT  0.99973397   -0 41 11.8
 FX5369
 FX5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5369!SPC NC       -   1.00000559  x   1.00002740  =   1.00003299
 FX5369!UTM  18      -   1.00000559  x   0.99973397  =   0.99973956
 FX5369
 FX5369                          SUPERSEDED SURVEY CONTROL
 FX5369
 FX5369  NAD 83(1986)-  36 15 36.24159(N)    076 09 38.84745(W) AD(       ) 1
 FX5369  NAD 83(2001)-  36 15 36.22567(N)    076 09 38.83138(W) AD(       ) B
 FX5369  ELLIP H (02/10/03)  -35.616  (m)                       GP(       ) 4 2
 FX5369  NAD 83(1995)-  36 15 36.22621(N)    076 09 38.83125(W) AD(       ) B
 FX5369  ELLIP H (08/23/00)  -35.605  (m)                       GP(       ) 4 2
 FX5369  NAD 83(1993)-  36 15 36.23587(N)    076 09 38.84197(W) AD(       ) 2
 FX5369  NAD 83(1986)-  36 15 36.23823(N)    076 09 38.84908(W) AD(       ) 2
 FX5369  NAVD 88 (08/23/00)    2.17   (m)            7.1    (f) LEVELING    3  
 FX5369  NGVD 29 (08/04/93)    2.48   (m)            8.1    (f) LEVELING    3  
 FX5369
 FX5369.Superseded values are not recommended for survey control.
 FX5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5369.See file dsdata.txt to determine how the superseded data were derived.
 FX5369
 FX5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9572313419(NAD 83)
 FX5369_MARKER: DT = TOPOGRAPHIC STATION DISK
 FX5369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5369_SP_SET: CONCRETE POST
 FX5369_STAMPING: AP 1966 STA A
 FX5369_MARK LOGO: CGS   
 FX5369_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5369+STABILITY: SURFACE MOTION
 FX5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5369+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996
 FX5369
 FX5369  HISTORY     - Date     Condition        Report By
 FX5369  HISTORY     - 1966     MONUMENTED       CGS
 FX5369  HISTORY     - 19840615 GOOD             NGS
 FX5369  HISTORY     - 19840615 POOR             NGS
 FX5369  HISTORY     - 19920902 GOOD
 FX5369  HISTORY     - 19940503 GOOD             NCGS
 FX5369  HISTORY     - 19940503 GOOD             NCGS
 FX5369  HISTORY     - 19961216 GOOD             NCGS
 FX5369
 FX5369                          STATION DESCRIPTION
 FX5369
 FX5369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX5369'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF ELIZABETH CITY
 FX5369'AT THE COAST GUARD AIR BASE, IN THE GRASSY AREA BETWEEN RUNWAY 28 AND
 FX5369'THE CIRCULAR TAXIWAY.
 FX5369'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1966 STA A---
 FX5369'WHICH IS SET IN THE TOP OF A CONCRETE MONUMENT AND IS FLUSH WITH THE
 FX5369'GROUND. THE STATION IS 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY
 FX5369'LIGHT LIGHT FROM THE RUNWAY END 28, 120.3 FT (36.7 M) WEST OF THE
 FX5369'WEST EDGE OF THE CONCRETE WARM-UP RAMP, 101.6 FT (31.0 M) SOUTHWEST
 FX5369'OF THE FIRST TAXIWAY LIGHT, 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE
 FX5369'OF THE RUNWAY , 90.2 FT (27.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT,
 FX5369'AND 33.2 FT (10.1 M) NORTHWEST OF A TAXIWAY SIGN RUNUP PROHIBITED
 FX5369'FROM 280M RIGHT TO 070M.
 FX5369
 FX5369                          STATION RECOVERY (1984)
 FX5369
 FX5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FX5369'LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF ELIZABETH CITY AT THE
 FX5369'COAST GUARD AIR BASE, IN THE GRASS AREA BETWEEN RUNWAY 28 AND THE
 FX5369'CIRCULAR TAXIWAY, 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT
 FX5369'FROM RUNWAY END 28, 101.6 FT (31.0 M) SOUTHWEST OF THE FIRST TAXIWAY
 FX5369'LIGHT, 100.0 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY AND
 FX5369'90.2 FT (27.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT.  THE STATION IS
 FX5369'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA A AND SET IN THE TOP
 FX5369'OF A CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND. MONUMENT
 FX5369'HAS BEEN HIT AND APPEARS SLIGHTLY DISTURBED.  DAH 3/78 120.3 FT WEST
 FX5369'OF THE WEST EDGE CONCRETE WARMUP RAMP.  JVD 4/81 33.2 FT NW OF A
 FX5369'TAXIWAY SIGN RUNUP PROHIBITED FROM 280 METERS RIGHT TO 070 METERS
 FX5369'A.P.F. 8/1984
 FX5369
 FX5369                          STATION RECOVERY (1984)
 FX5369
 FX5369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FX5369'THE MONUMENT HAS BEEN HIT AND APPEARS SLIGHTLY DISTURBED.  DAH 3/78
 FX5369'120.3 FT WEST OF THE WEST EDGE CONCRETE WARMUP RAMP.  JVD 4/81 33.2 FT
 FX5369'NW OF A TAXIWAY SIGN RUNUP PROHIBITED FROM 280 METERS RIGHT TO 070
 FX5369'METERS A.P.F. AUGUST 1984
 FX5369
 FX5369                          STATION RECOVERY (1992)
 FX5369
 FX5369'RECOVERED 1992
 FX5369'RECOVERED IN GOOD CONDITION.
 FX5369
 FX5369                          STATION RECOVERY (1994)
 FX5369
 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX5369'STATION FOUND IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND
 FX5369'ADDITIONS TO THE DESCRIPTION. LOCATED 90.2 FT (27.5 M) SOUTH OF THE
 FX5369'FIRST RUNWAY LIGHT, 35.8 FT (10.9 M) NORTH-NORTHWEST OF A TAXIWAY SIGN
 FX5369'RUNUP PROHIBITED FROM 280M RIGHT TO 070M, 112.4 FT (34.3 M) NORTH OF A
 FX5369'CATCH BASIN, AND 79.7 FT (24.3 M) SOUTHEAST OF AN ELECTRICAL MANHOLE.
 FX5369'DELETE 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT FROM THE
 FX5369'RUNWAY END 28.
 FX5369
 FX5369                          STATION RECOVERY (1994)
 FX5369
 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX5369'STATION FOUND IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND
 FX5369'ADDITIONS TO THE DESCRIPTION.
 FX5369'LOCATED 90.2 FT (27.5 M) SOUTH OF THE FIRST RUNWAY LIGHT, 35.8 FT
 FX5369'(10.9 M) NORTH-NORTHWEST OF A TAXIWAY SIGN RUNUP PROHIBITED FROM 280M
 FX5369'RIGHT TO 070M, 112.4 FT (34.3 M) NORTH OF A CATCH BASIN, AND 79.7 FT
 FX5369'(24.3 M) SOUTHEAST OF AN ELECTRICAL MANHOLE.
 FX5369'DELETE 162.7 FT (49.6 M) EAST OF THE SECOND RUNWAY LIGHT FROM THE
 FX5369'RUNWAY END 28.
 FX5369
 FX5369                          STATION RECOVERY (1996)
 FX5369
 FX5369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX5369'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION IS DESIGNATED
 FX5369'AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0911 ***********************************************************************
 EY0911  SACS        -  This is a Secondary Airport Control Station.
 EY0911  DESIGNATION -  AP STA A RWI
 EY0911  PID         -  EY0911
 EY0911  STATE/COUNTY-  NC/NASH
 EY0911  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 EY0911
 EY0911                         *CURRENT SURVEY CONTROL
 EY0911  ___________________________________________________________________
 EY0911* NAD 83(2001)-  35 51 41.79932(N)    077 53 12.85344(W)     ADJUSTED  
 EY0911* NAVD 88     -        43.567  (meters)     142.94   (feet)  ADJUSTED  
 EY0911  ___________________________________________________________________
 EY0911  X           -   1,085,936.095 (meters)                     COMP
 EY0911  Y           -  -5,059,796.356 (meters)                     COMP
 EY0911  Z           -   3,715,763.229 (meters)                     COMP
 EY0911  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EY0911  ELLIP HEIGHT-           8.823 (meters)          (08/09/06) ADJUSTED
 EY0911  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EY0911  DYNAMIC HT  -          43.530 (meters)     142.81  (feet)  COMP
 EY0911  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 EY0911
 EY0911  HORZ ORDER  -  FIRST
 EY0911  VERT ORDER  -  SECOND    CLASS 0
 EY0911  ELLP ORDER  -  FOURTH    CLASS II
 EY0911
 EY0911.This mark is at Rocky Mount-Wilson Airport (RWI)
 EY0911
 EY0911.The horizontal coordinates were established by GPS observations
 EY0911.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2006.
 EY0911
 EY0911.The orthometric height was determined by differential leveling
 EY0911.and adjusted in June 1991.
 EY0911
 EY0911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY0911
 EY0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0911
 EY0911.The ellipsoidal height was determined by GPS observations
 EY0911.and is referenced to NAD 83.
 EY0911
 EY0911.The geoid height was determined by GEOID03.
 EY0911
 EY0911.The dynamic height is computed by dividing the NAVD 88
 EY0911.geopotential number by the normal gravity value computed on the
 EY0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0911.degrees latitude (g = 980.6199 gals.).
 EY0911
 EY0911.The modeled gravity was interpolated from observed gravity values.
 EY0911
 EY0911;                    North         East     Units Scale Factor Converg.
 EY0911;SPC NC       -   234,809.852   710,127.904   MT  0.99992913   +0 38 32.8
 EY0911;SPC NC       -   770,371.99  2,329,811.30   sFT  0.99992913   +0 38 32.8
 EY0911;UTM  18      - 3,972,448.460   239,321.522   MT  1.00043742   -1 41 31.9
 EY0911
 EY0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0911!SPC NC       -   0.99999862  x   0.99992913  =   0.99992775
 EY0911!UTM  18      -   0.99999862  x   1.00043742  =   1.00043603
 EY0911
 EY0911                          SUPERSEDED SURVEY CONTROL
 EY0911
 EY0911  NAD 83(1986)-  35 51 41.80934(N)    077 53 12.86279(W) AD(       ) 1
 EY0911  NAD 83(1986)-  35 51 41.80934(N)    077 53 12.86279(W) AD(       ) 2
 EY0911  NAVD 88 (08/09/06)   43.70   (m)          143.4    (f) LEVELING    3  
 EY0911  NGVD 29 (??/??/92)   43.901  (m)          144.03   (f) ADJ UNCH    2 0
 EY0911
 EY0911.Superseded values are not recommended for survey control.
 EY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0911.See file dsdata.txt to determine how the superseded data were derived.
 EY0911
 EY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3932272448(NAD 83)
 EY0911_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0911_SP_SET: CONCRETE POST
 EY0911_STAMPING: AP 1969 STA A RWI
 EY0911_MARK LOGO: CGS   
 EY0911_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0911+STABILITY: SURFACE MOTION
 EY0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0911+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 EY0911
 EY0911  HISTORY     - Date     Condition        Report By
 EY0911  HISTORY     - 1969     MONUMENTED       CGS
 EY0911  HISTORY     - 19920827 GOOD             NGS
 EY0911  HISTORY     - 19921215 GOOD             NOS
 EY0911  HISTORY     - 20001220 GOOD             NCGS
 EY0911
 EY0911                          STATION DESCRIPTION
 EY0911
 EY0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 EY0911'3.5 MI WSW FROM SHARPSBURG.
 EY0911'MARK IS LOCATED AT ROCKY MOUNT-WILSON AIRPORT NEAR THE NE END OF
 EY0911'RUNWAY 4/22. 175.0 FT. E. OF CL END OF RW 22, 184.0 FT. NE OF THE
 EY0911'FIRST RUNWAY LIGHT, 90.7 FT. E. OF THE MOST EASTERLY THRESHOLD
 EY0911'LIGHT, 4 FT. W OF A 2 X 4 WITNESS POST.  A STANDARD TOPO DISK SET
 EY0911'IN 10 X 10 CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0911
 EY0911                          STATION RECOVERY (1992)
 EY0911
 EY0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RJH)
 EY0911'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF RUNWAY 4/22 AT
 EY0911'THE NORTHEAST END, 184.00 FT (56.08 M) NORTHEAST OF THE FIRST RUNWAY
 EY0911'LIGHT THAT IS SOUTHWEST OF THE RUNWAY END, 175.05 FT (53.36 M)
 EY0911'SOUTHEAST OF THE CENTERLINE END OF THE RUNWAY, AND 90.65 FT (27.63 M)
 EY0911'SOUTHEAST OF THE SOUTHEASTERLY ONE OF FOUR THRESHOLD LIGHTS.  THE MARK
 EY0911'IS A STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED AP 1969 STA A RWI,
 EY0911'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 EY0911'WITH THE SURFACE OF THE GROUND.
 EY0911
 EY0911                          STATION RECOVERY (1992)
 EY0911
 EY0911'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 EY0911'RECOVERED IN GOOD CONDITION.
 EY0911
 EY0911                          STATION RECOVERY (2000)
 EY0911
 EY0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0911'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5827 ***********************************************************************
 EY5827  SACS        -  This is a Secondary Airport Control Station.
 EY5827  DESIGNATION -  AP STA A W86
 EY5827  PID         -  EY5827
 EY5827  STATE/COUNTY-  NC/WAYNE
 EY5827  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY5827
 EY5827                         *CURRENT SURVEY CONTROL
 EY5827  ___________________________________________________________________
 EY5827* NAD 83(2001)-  35 27 45.22363(N)    077 57 48.95183(W)     ADJUSTED  
 EY5827* NAVD 88     -        39.44   (meters)     129.4    (feet)  LEVELING  
 EY5827  ___________________________________________________________________
 EY5827  X           -   1,084,544.346 (meters)                     COMP
 EY5827  Y           -  -5,086,487.231 (meters)                     COMP
 EY5827  Z           -   3,679,788.159 (meters)                     COMP
 EY5827  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EY5827  ELLIP HEIGHT-           4.428 (meters)          (08/09/06) ADJUSTED
 EY5827  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 EY5827  HORZ ORDER  -  FIRST
 EY5827  VERT ORDER  -  THIRD ?
 EY5827  ELLP ORDER  -  FOURTH    CLASS II
 EY5827
 EY5827.This mark is at Goldsboro-Wayne Mun Airport (GWW)
 EY5827
 EY5827.The horizontal coordinates were established by GPS observations
 EY5827.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2006.
 EY5827
 EY5827.The orthometric height was determined by differential leveling.
 EY5827.The vertical network tie was performed by a horz. field party for horz.
 EY5827.obs reductions. Reset procedures were used to establish the elevation.
 EY5827
 EY5827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY5827
 EY5827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5827
 EY5827.The ellipsoidal height was determined by GPS observations
 EY5827.and is referenced to NAD 83.
 EY5827
 EY5827.The geoid height was determined by GEOID03.
 EY5827
 EY5827;                    North         East     Units Scale Factor Converg.
 EY5827;SPC NC       -   190,466.132   703,663.918   MT  0.99987934   +0 35 53.5
 EY5827;SPC NC       -   624,887.63  2,308,604.04   sFT  0.99987934   +0 35 53.5
 EY5827;UTM  18      - 3,928,378.871   231,057.966   MT  1.00049144   -1 43 13.5
 EY5827;UTM  17      - 3,928,579.819   775,550.948   MT  1.00053580   +1 45 45.9
 EY5827
 EY5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5827!SPC NC       -   0.99999930  x   0.99987934  =   0.99987865
 EY5827!UTM  18      -   0.99999930  x   1.00049144  =   1.00049074
 EY5827!UTM  17      -   0.99999930  x   1.00053580  =   1.00053510
 EY5827
 EY5827:                Primary Azimuth Mark                     Grid Az
 EY5827:SPC NC       -  GWW C RESET                              234 02 52.0
 EY5827:UTM  18      -  GWW C RESET                              236 21 59.0
 EY5827:UTM  17      -  GWW C RESET                              232 52 59.6
 EY5827
 EY5827|---------------------------------------------------------------------|
 EY5827| PID    Reference Object                     Distance      Geod. Az  |
 EY5827|                                                           dddmmss.s |
 EY5827| EY5830 GWW C RESET                         APPROX. 0.5 KM 2343845.5 |
 EY5827|---------------------------------------------------------------------|
 EY5827
 EY5827                          SUPERSEDED SURVEY CONTROL
 EY5827
 EY5827  NAD 83(1986)-  35 27 45.23174(N)    077 57 48.95880(W) AD(       ) 1
 EY5827  NAD 83(1986)-  35 27 45.23174(N)    077 57 48.95880(W) AD(       ) 2
 EY5827  NGVD 29 (05/31/93)   39.78   (m)          130.5    (f) LEVELING    3  
 EY5827
 EY5827.Superseded values are not recommended for survey control.
 EY5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5827.See file dsdata.txt to determine how the superseded data were derived.
 EY5827
 EY5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3105828379(NAD 83)
 EY5827_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY5827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5827_SP_SET: CONCRETE POST
 EY5827_STAMPING: AP 1970 STA A W86
 EY5827_MARK LOGO: CGS   
 EY5827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5827+STABILITY: SURFACE MOTION
 EY5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5827+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 EY5827
 EY5827  HISTORY     - Date     Condition        Report By
 EY5827  HISTORY     - 1970     MONUMENTED       CGS
 EY5827  HISTORY     - 19920826 GOOD
 EY5827  HISTORY     - 19920826 GOOD             NGS
 EY5827  HISTORY     - 20010103 GOOD             NCGS
 EY5827
 EY5827                          STATION DESCRIPTION
 EY5827
 EY5827'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 EY5827'THE STATION IS LOCATED AT THE GOLDSBORO-WAYNE MUNICIPAL AIRPORT AT THE
 EY5827'NORTHERN END OF RUNWAY 4-22 IN THE CIRCULAR GRASS AREA FORMED BY THE
 EY5827'TAXIWAY.
 EY5827'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 EY5827'ACCESS THE CONTROLLED SURFACE AREAS OF THE FIELD.
 EY5827'MARK IS A STANDARD TOPOGRAPHIC DISK
 EY5827'STAMPED---AP 1970 STA A W86---, SET IN AN
 EY5827'8-INCH SQUARE CONCRETE BASE FLUSH WITH THE GROUND ON LINE
 EY5827'WITH THE FIRST RUNWAY LIGHTS SOUTH OF RUNWAY END 22, 148.63 FT
 EY5827'(45.30 M) NW OF C/L OF THE RUNWAY, 101.2 FT (30.8 M) NW OF THE FIRST
 EY5827'RUNWAY LIGHT SOUTH OF RUNWAY END 22 ON THE WESTERN SIDE OF THE
 EY5827'RUNWAY, 16.7 FT (5.1 M) WEST OF THE CENTER OF A DRAIN.
 EY5827
 EY5827                          STATION RECOVERY (1992)
 EY5827
 EY5827'RECOVERED 1992
 EY5827'RECOVERED IN GOOD CONDITION.
 EY5827
 EY5827                          STATION RECOVERY (1992)
 EY5827
 EY5827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RJH)
 EY5827'THE STATION IS LOCATED AT THE NORTHERN END OF RUNWAY 4-22 IN THE
 EY5827'CIRCULAR GRASS AREA FORMED BY THE TAXIWAY.  IT IS ON LINE WITH THE
 EY5827'FIRST RUNWAY LIGHTS SOUTH OF RUNWAY END 22, 148.63 FT (45.30 M)
 EY5827'NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 101.2 FT (30.8 M) NORTHWEST
 EY5827'OF THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY END 22 ON THE WESTERN SIDE
 EY5827'OF THE RUNWAY, 16.7 FT (5.1 M) WEST OF THE CENTER OF THE DRAIN.  THE
 EY5827'MARK IS A STANDARD TOPOGRAPHIC DISK SET IN A 8-INCH SQUARE CONCRETE
 EY5827'BASE FLUSH WITH THE GROUND AND IS STAMPED AP 1970 STA A W86.
 EY5827
 EY5827                          STATION RECOVERY (2001)
 EY5827
 EY5827'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY5827'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0909 ***********************************************************************
 EY0909  DESIGNATION -  AP STA B
 EY0909  PID         -  EY0909
 EY0909  STATE/COUNTY-  NC/NASH
 EY0909  USGS QUAD   -  ROCKY MOUNT (1977)
 EY0909
 EY0909                         *CURRENT SURVEY CONTROL
 EY0909  ___________________________________________________________________
 EY0909* NAD 83(1986)-  35 58 17.     (N)    077 47 14.     (W)     SCALED    
 EY0909* NAVD 88     -        23.204  (meters)      76.13   (feet)  ADJUSTED  
 EY0909  ___________________________________________________________________
 EY0909  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EY0909  DYNAMIC HT  -          23.184 (meters)      76.06  (feet)  COMP
 EY0909  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 EY0909
 EY0909  VERT ORDER  -  SECOND    CLASS 0
 EY0909
 EY0909.The horizontal coordinates were scaled from a topographic map and have
 EY0909.an estimated accuracy of +/- 6 seconds.
 EY0909
 EY0909.The orthometric height was determined by differential leveling
 EY0909.and adjusted in June 1991.
 EY0909
 EY0909.The geoid height was determined by GEOID03.
 EY0909
 EY0909.The dynamic height is computed by dividing the NAVD 88
 EY0909.geopotential number by the normal gravity value computed on the
 EY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0909.degrees latitude (g = 980.6199 gals.).
 EY0909
 EY0909.The modeled gravity was interpolated from observed gravity values.
 EY0909
 EY0909;                    North         East    Units  Estimated Accuracy
 EY0909;SPC NC       -   247,090.      718,980.      MT  (+/- 180 meters Scaled)
 EY0909
 EY0909                          SUPERSEDED SURVEY CONTROL
 EY0909
 EY0909  NGVD 29 (??/??/92)   23.521  (m)           77.17   (f) ADJ UNCH    2 0
 EY0909
 EY0909.Superseded values are not recommended for survey control.
 EY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0909.See file dsdata.txt to determine how the superseded data were derived.
 EY0909
 EY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE486843(NAD 83)
 EY0909_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0909_STAMPING: AP 1964 STA B
 EY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0909+STABILITY: SURFACE MOTION
 EY0909
 EY0909  HISTORY     - Date     Condition        Report By
 EY0909  HISTORY     - 1964     MONUMENTED       CGS
 EY0909  HISTORY     - 1968     GOOD             NGS
 EY0909  HISTORY     - 1978     GOOD             NCGS
 EY0909
 EY0909                          STATION DESCRIPTION
 EY0909
 EY0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EY0909'IN ROCKY MOUNT.
 EY0909'THE STATION IS LOCATED AT THE ROCKY MOUNT MUNICIPAL AIRPORT--
 EY0909'AT THE NORTH END OF RUNWAY 3-21, ON LINE WITH THE END OF THE
 EY0909'RUNWAY, 222.9 FEET EAST OF THE CENTERLINE.  THE MARK IS SET IN A 10
 EY0909'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 EY0909
 EY0909                          STATION RECOVERY (1968)
 EY0909
 EY0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0909'RECOVERED IN GOOD CONDITION.
 EY0909
 EY0909                          STATION RECOVERY (1978)
 EY0909
 EY0909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5370 ***********************************************************************
 FX5370  SACS        -  This is a Secondary Airport Control Station.
 FX5370  DESIGNATION -  AP STA B ECG
 FX5370  PID         -  FX5370
 FX5370  STATE/COUNTY-  NC/PASQUOTANK
 FX5370  USGS QUAD   -  ELIZABETH CITY (1982)
 FX5370
 FX5370                         *CURRENT SURVEY CONTROL
 FX5370  ___________________________________________________________________
 FX5370* NAD 83(2007)-  36 15 39.10709(N)    076 11 03.18461(W)     ADJUSTED  
 FX5370* NAVD 88     -         2.477  (meters)       8.13   (feet)  ADJUSTED  
 FX5370  ___________________________________________________________________
 FX5370  EPOCH DATE  -        2002.00
 FX5370  X           -   1,229,562.970 (meters)                     COMP
 FX5370  Y           -  -4,999,937.966 (meters)                     COMP
 FX5370  Z           -   3,751,549.632 (meters)                     COMP
 FX5370  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 FX5370  ELLIP HEIGHT-         -35.209 (meters)          (02/10/07) ADJUSTED
 FX5370  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 FX5370  DYNAMIC HT  -           2.475 (meters)       8.12  (feet)  COMP
 FX5370
 FX5370  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX5370  Type    PID    Designation                      North   East  Ellip
 FX5370  -------------------------------------------------------------------
 FX5370  NETWORK FX5370 AP STA B ECG                      0.37   0.31   1.25
 FX5370  -------------------------------------------------------------------
 FX5370  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 FX5370
 FX5370  VERT ORDER  -  SECOND    CLASS II
 FX5370
 FX5370.This mark is at Elizabeth City C G Air Station Mun Airport (ECG)
 FX5370
 FX5370.The horizontal coordinates were established by GPS observations
 FX5370.and adjusted by the National Geodetic Survey in February 2007.
 FX5370
 FX5370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX5370.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX5370.The horizontal coordinates are valid at the epoch date displayed above.
 FX5370.The epoch date for horizontal control is a decimal equivalence
 FX5370.of Year/Month/Day.
 FX5370
 FX5370.The orthometric height was determined by differential leveling
 FX5370.and adjusted in September 1997.
 FX5370.WARNING-GPS observations at this control monument resulted in a GPS
 FX5370.derived orthometric height which differed from the leveled height by
 FX5370.more than one decimeter (0.1 meter).
 FX5370
 FX5370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5370
 FX5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5370
 FX5370.The ellipsoidal height was determined by GPS observations
 FX5370.and is referenced to NAD 83.
 FX5370
 FX5370.The geoid height was determined by GEOID03.
 FX5370
 FX5370.The dynamic height is computed by dividing the NAVD 88
 FX5370.geopotential number by the normal gravity value computed on the
 FX5370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX5370.degrees latitude (g = 980.6199 gals.).
 FX5370
 FX5370.The modeled gravity was interpolated from observed gravity values.
 FX5370
 FX5370;                    North         East     Units Scale Factor Converg.
 FX5370;SPC NC       -   282,134.804   862,616.821   MT  1.00002765   +1 37 30.7
 FX5370;SPC NC       -   925,637.27  2,830,102.02   sFT  1.00002765   +1 37 30.7
 FX5370;UTM  18      - 4,013,532.898   393,619.567   MT  0.99973943   -0 42 01.8
 FX5370
 FX5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5370!SPC NC       -   1.00000553  x   1.00002765  =   1.00003318
 FX5370!UTM  18      -   1.00000553  x   0.99973943  =   0.99974495
 FX5370
 FX5370:                Primary Azimuth Mark                     Grid Az
 FX5370:SPC NC       -  ECAP                                     019 41 32.5
 FX5370:UTM  18      -  ECAP                                     022 01 05.0
 FX5370
 FX5370|---------------------------------------------------------------------|
 FX5370| PID    Reference Object                     Distance      Geod. Az  |
 FX5370|                                                           dddmmss.s |
 FX5370| FX5352 ECAP                                APPROX. 0.6 KM 0211903.2 |
 FX5370|---------------------------------------------------------------------|
 FX5370
 FX5370                          SUPERSEDED SURVEY CONTROL
 FX5370
 FX5370  NAD 83(1986)-  36 15 39.12371(N)    076 11 03.20016(W) AD(       ) 2
 FX5370  NAD 83(2001)-  36 15 39.10759(N)    076 11 03.18414(W) AD(       ) 1
 FX5370  ELLIP H (02/10/03)  -35.220  (m)                       GP(       ) 4 2
 FX5370  NAD 83(1995)-  36 15 39.10812(N)    076 11 03.18400(W) AD(       ) 1
 FX5370  ELLIP H (08/23/00)  -35.209  (m)                       GP(       ) 4 2
 FX5370  NAD 83(1993)-  36 15 39.11764(N)    076 11 03.19466(W) AD(       ) 2
 FX5370  NAD 83(1986)-  36 15 39.11786(N)    076 11 03.20117(W) AD(       ) 2
 FX5370  NAVD 88 (08/23/00)    2.48   (m)            8.1    (f) LEVELING    3  
 FX5370  NGVD 29 (08/04/93)    2.76   (m)            9.1    (f) LEVELING    3  
 FX5370
 FX5370.Superseded values are not recommended for survey control.
 FX5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5370.See file dsdata.txt to determine how the superseded data were derived.
 FX5370
 FX5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9362013533(NAD 83)
 FX5370_MARKER: DT = TOPOGRAPHIC STATION DISK
 FX5370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5370_SP_SET: CONCRETE POST
 FX5370_STAMPING: AP 1966 STA B
 FX5370_MARK LOGO: CGS   
 FX5370_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5370+STABILITY: SURFACE MOTION
 FX5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5370+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1996
 FX5370
 FX5370  HISTORY     - Date     Condition        Report By
 FX5370  HISTORY     - 1966     MONUMENTED       CGS
 FX5370  HISTORY     - 19840615 GOOD             NGS
 FX5370  HISTORY     - 19920902 GOOD
 FX5370  HISTORY     - 19940705 GOOD             NCGS
 FX5370  HISTORY     - 19940705 GOOD             NCGS
 FX5370  HISTORY     - 19961216 GOOD             NCGS
 FX5370
 FX5370                          STATION DESCRIPTION
 FX5370
 FX5370'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 FX5370'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTEAST OF ELIZABETH CITY
 FX5370'AT THE COAST GUARD AIR STATION, AT THE RUNWAY 10 END.
 FX5370'THE STATION IS A STANDARD NOS DISK STAMPED---AP 1966 STA B--- SET IN
 FX5370'THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND. THE
 FX5370'STATION IS 132.1 FT (40.3 M) WEST OF THE FIRST RUNWAY LIGHT, 100.0 FT
 FX5370'(30.5 M) SOUTH OF THE EDGE OF THE RUNWAY, AND 55.8 FT (17.0 M)
 FX5370'SOUTHEAST OF THE MOST SOUTHERLY THRESHOLD LIGHT.
 FX5370
 FX5370                          STATION RECOVERY (1984)
 FX5370
 FX5370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FX5370'LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF ELIZABETH CITY AT THE
 FX5370'COAST GUARD AIR STATION, AT THE END OF RUNWAY 10, 132.1 FT (40.3 M)
 FX5370'WEST OF THE FIRST RUNWAY LIGHT, 100.0 FT (30.5 M) SOUTH OF THE EDGE OF
 FX5370'THE RUNWAY AND 55.8 FT (17.0 M) SOUTH OF THE MOST SOUTHERLY THRESHOLD
 FX5370'LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA
 FX5370'B AND SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 FX5370'GROUND.
 FX5370
 FX5370                          STATION RECOVERY (1992)
 FX5370
 FX5370'RECOVERED 1992
 FX5370'RECOVERED IN GOOD CONDITION.
 FX5370
 FX5370                          STATION RECOVERY (1994)
 FX5370
 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX5370'RECOVERED AS DESCRIBED. MARK IS ON THE SOUTHEAST PROLONGATION OF THE
 FX5370'WEST END OF A CONCRETE RUNWAY, ABOUT 2-FEET LOWER THAN THE CENTERLINE.
 FX5370
 FX5370                          STATION RECOVERY (1994)
 FX5370
 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX5370'RECOVERED AS DESCRIBED. MARK IS ON THE SOUTHEAST PROLONGATION OF THE
 FX5370'WEST END OF A CONCRETE RUNWAY, ABOUT 2-FEET LOWER THAN THE CENTERLINE.
 FX5370
 FX5370                          STATION RECOVERY (1996)
 FX5370
 FX5370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX5370'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION IS DESIGNATED
 FX5370'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5829 ***********************************************************************
 EY5829  SACS        -  This is a Secondary Airport Control Station.
 EY5829  DESIGNATION -  AP STA B RWI
 EY5829  PID         -  EY5829
 EY5829  STATE/COUNTY-  NC/NASH
 EY5829  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 EY5829
 EY5829                         *CURRENT SURVEY CONTROL
 EY5829  ___________________________________________________________________
 EY5829* NAD 83(2001)-  35 50 52.19397(N)    077 53 52.86516(W)     ADJUSTED  
 EY5829* NAVD 88     -        47.37   (meters)     155.4    (feet)  LEVELING  
 EY5829  ___________________________________________________________________
 EY5829  X           -   1,085,142.940 (meters)                     COMP
 EY5829  Y           -  -5,060,885.463 (meters)                     COMP
 EY5829  Z           -   3,714,526.212 (meters)                     COMP
 EY5829  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EY5829  ELLIP HEIGHT-          12.516 (meters)          (08/09/06) ADJUSTED
 EY5829  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EY5829  HORZ ORDER  -  FIRST
 EY5829  VERT ORDER  -  THIRD ?
 EY5829  ELLP ORDER  -  FOURTH    CLASS II
 EY5829
 EY5829.This mark is at Rocky Mount-Wilson Airport (RWI)
 EY5829
 EY5829.The horizontal coordinates were established by GPS observations
 EY5829.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2006.
 EY5829
 EY5829.The orthometric height was determined by differential leveling.
 EY5829.The vertical network tie was performed by a horz. field party for horz.
 EY5829.obs reductions. Reset procedures were used to establish the elevation.
 EY5829
 EY5829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY5829
 EY5829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5829
 EY5829.The ellipsoidal height was determined by GPS observations
 EY5829.and is referenced to NAD 83.
 EY5829
 EY5829.The geoid height was determined by GEOID03.
 EY5829
 EY5829;                    North         East     Units Scale Factor Converg.
 EY5829;SPC NC       -   233,269.961   709,141.147   MT  0.99992660   +0 38 09.7
 EY5829;SPC NC       -   765,319.86  2,326,573.91   sFT  0.99992660   +0 38 09.7
 EY5829;UTM  18      - 3,970,949.271   238,272.324   MT  1.00044418   -1 41 53.3
 EY5829
 EY5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5829!SPC NC       -   0.99999804  x   0.99992660  =   0.99992464
 EY5829!UTM  18      -   0.99999804  x   1.00044418  =   1.00044221
 EY5829
 EY5829                          SUPERSEDED SURVEY CONTROL
 EY5829
 EY5829  NAD 83(1986)-  35 50 52.20406(N)    077 53 52.87452(W) AD(       ) 1
 EY5829  NAD 83(1986)-  35 50 52.20406(N)    077 53 52.87452(W) AD(       ) 2
 EY5829  NGVD 29 (05/31/93)   47.60   (m)          156.2    (f) LEVELING    3  
 EY5829
 EY5829.Superseded values are not recommended for survey control.
 EY5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5829.See file dsdata.txt to determine how the superseded data were derived.
 EY5829
 EY5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3827270949(NAD 83)
 EY5829_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY5829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5829_SP_SET: CONCRETE POST
 EY5829_STAMPING: AP 1969 STA B RWI
 EY5829_MARK LOGO: CGS   
 EY5829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY5829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5829+STABILITY: SURFACE MOTION
 EY5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5829+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 EY5829
 EY5829  HISTORY     - Date     Condition        Report By
 EY5829  HISTORY     - 1969     MONUMENTED       CGS
 EY5829  HISTORY     - 19920827 GOOD             NGS
 EY5829  HISTORY     - 19920828 GOOD
 EY5829  HISTORY     - 20001220 GOOD             NCGS
 EY5829
 EY5829                          STATION DESCRIPTION
 EY5829
 EY5829'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 EY5829'STATION IS LOCATED AT THE ROCKY MOUNT-WILSON AIRPORT IN THE GRASS AREA
 EY5829'ALONG THE SE EDGE OF RUNWAY 4/22 AT THE SW END.
 EY5829'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 EY5829'ACCESS THE CONTROLED SURFACE AREAS OF THE AIRFIELD.
 EY5829'STATION IS A STANDARD COAST AND GEODETIC TOPOGRAPHIC STATION DISK
 EY5829'STAMPED ---AP 1969 STA B RWI--- SET IN THE TOP OF A 10 IN SQUARE
 EY5829'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND 184.3
 EY5829'FT (56.2 M) SSE OF THE FIRST RUNWAY LIGHT THAT IS NE OF THE RUNWAY
 EY5829'END, 175.2 FT (53.4 M) SE OF THE C/L END OF THE RUNWAY, AND 90.9 FT
 EY5829'(27.7 M) SE OF THE SOUTHEASTERLY ONE OF FOUR THRESHOLD LIGHTS.
 EY5829
 EY5829                          STATION RECOVERY (1992)
 EY5829
 EY5829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EY5829'THE STATION IS LOCATED IN THE GRASS AREA ALONG THE SOUTHEAST EDGE OF
 EY5829'RUNWAY 4/22 AT THE SOUTHWEST END, 184.3 FT (56.2 M) SOUTH-SOUTHEAST OF
 EY5829'THE FIRST RUNWAY LIGHT THAT IS NORTHEAST OF THE RUNWAY END, 175.2 FT
 EY5829'(53.4 M) SOUTHEAST OF THE CENTERLINE END OF THE RUNWAY, AND 90.9 FT
 EY5829'(27.7 M) SOUTHEAST OF THE SOUTHEASTERLY ONE OF FOUR THRESHOLD LIGHTS.
 EY5829'THE MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED AP 1969
 EY5829'STA B RWI, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 EY5829'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY5829
 EY5829                          STATION RECOVERY (1992)
 EY5829
 EY5829'RECOVERED 1992
 EY5829'RECOVERED IN GOOD CONDITION.
 EY5829
 EY5829                          STATION RECOVERY (2000)
 EY5829
 EY5829'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY5829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5828 ***********************************************************************
 EY5828  SACS        -  This is a Secondary Airport Control Station.
 EY5828  DESIGNATION -  AP STA B W86
 EY5828  PID         -  EY5828
 EY5828  STATE/COUNTY-  NC/WAYNE
 EY5828  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY5828
 EY5828                         *CURRENT SURVEY CONTROL
 EY5828  ___________________________________________________________________
 EY5828* NAD 83(2001)-  35 27 18.69267(N)    077 58 14.98071(W)     ADJUSTED  
 EY5828* NAVD 88     -        39.52   (meters)     129.7    (feet)  LEVELING  
 EY5828  ___________________________________________________________________
 EY5828  X           -   1,084,001.335 (meters)                     COMP
 EY5828  Y           -  -5,087,088.033 (meters)                     COMP
 EY5828  Z           -   3,679,122.188 (meters)                     COMP
 EY5828  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 EY5828  ELLIP HEIGHT-           4.499 (meters)          (08/09/06) ADJUSTED
 EY5828  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EY5828  HORZ ORDER  -  FIRST
 EY5828  VERT ORDER  -  THIRD ?
 EY5828  ELLP ORDER  -  FOURTH    CLASS II
 EY5828
 EY5828.This mark is at Goldsboro-Wayne Mun Airport (GWW)
 EY5828
 EY5828.The horizontal coordinates were established by GPS observations
 EY5828.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2006.
 EY5828
 EY5828.The orthometric height was determined by differential leveling.
 EY5828.The vertical network tie was performed by a horz. field party for horz.
 EY5828.obs reductions. Reset procedures were used to establish the elevation.
 EY5828
 EY5828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY5828
 EY5828.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5828
 EY5828.The ellipsoidal height was determined by GPS observations
 EY5828.and is referenced to NAD 83.
 EY5828
 EY5828.The geoid height was determined by GEOID03.
 EY5828
 EY5828;                    North         East     Units Scale Factor Converg.
 EY5828;SPC NC       -   189,641.786   703,016.208   MT  0.99987887   +0 35 38.4
 EY5828;SPC NC       -   622,183.09  2,306,479.01   sFT  0.99987887   +0 35 38.4
 EY5828;UTM  18      - 3,927,580.911   230,377.021   MT  1.00049596   -1 43 27.5
 EY5828;UTM  17      - 3,927,741.933   774,919.711   MT  1.00053152   +1 45 29.6
 EY5828
 EY5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5828!SPC NC       -   0.99999929  x   0.99987887  =   0.99987816
 EY5828!UTM  18      -   0.99999929  x   1.00049596  =   1.00049525
 EY5828!UTM  17      -   0.99999929  x   1.00053152  =   1.00053081
 EY5828
 EY5828:                Primary Azimuth Mark                     Grid Az
 EY5828:SPC NC       -  GWW C RESET                              024 28 13.6
 EY5828:UTM  18      -  GWW C RESET                              026 47 19.5
 EY5828:UTM  17      -  GWW C RESET                              023 18 22.4
 EY5828
 EY5828|---------------------------------------------------------------------|
 EY5828| PID    Reference Object                     Distance      Geod. Az  |
 EY5828|                                                           dddmmss.s |
 EY5828| EY5830 GWW C RESET                         APPROX. 0.6 KM 0250352.0 |
 EY5828| EY5827 AP STA A W86                        APPROX. 1.0 KM 0384506.6 |
 EY5828|---------------------------------------------------------------------|
 EY5828
 EY5828                          SUPERSEDED SURVEY CONTROL
 EY5828
 EY5828  NAD 83(1986)-  35 27 18.70077(N)    077 58 14.98792(W) AD(       ) 1
 EY5828  NAD 83(1986)-  35 27 18.70077(N)    077 58 14.98792(W) AD(       ) 2
 EY5828  NGVD 29 (05/31/93)   39.84   (m)          130.7    (f) LEVELING    3  
 EY5828
 EY5828.Superseded values are not recommended for survey control.
 EY5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5828.See file dsdata.txt to determine how the superseded data were derived.
 EY5828
 EY5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3037727581(NAD 83)
 EY5828_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY5828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5828_SP_SET: CONCRETE POST
 EY5828_STAMPING: AP 1970 STA B W86
 EY5828_MARK LOGO: CGS   
 EY5828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5828+STABILITY: SURFACE MOTION
 EY5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5828+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 EY5828
 EY5828  HISTORY     - Date     Condition        Report By
 EY5828  HISTORY     - 1970     MONUMENTED       CGS
 EY5828  HISTORY     - 19920826 GOOD
 EY5828  HISTORY     - 19920826 GOOD             NGS
 EY5828  HISTORY     - 20010103 GOOD             NCGS
 EY5828
 EY5828                          STATION DESCRIPTION
 EY5828
 EY5828'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 EY5828'THE STATION IS LOCATED AT THE GOLDSBORO-WAYNE MUNICIPAL AIRPORT IN
 EY5828'GOLDSBORO, N.C. AT THE SOUTHERN END OF RUNWAY 4-22 IN THE CIRCULAR
 EY5828'GRASS AREA FORMED BY THE TAXIWAY.
 EY5828'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 EY5828'ACCESS THE CONTROLLED AREAS OF THE AIRFIELD.
 EY5828'THE MARK IS A STANDARD TOPOGRAPHIC DISK SET IN AN 8 INCH SQUARE
 EY5828'CONCRETE BASE FLUSH WITH THE GROUND AND IS
 EY5828'STAMPED---AP 1970 STA B W86---.
 EY5828'IT IS ON LINE WITH THE FIRST RUNWAY LIGHTS NORTH OF RUNWAY
 EY5828'END 4, 148.85 FT (45.37 M) NW OF THE C/L OF THE RUNWAY, 101.2 FT
 EY5828'(30.8 M) NW OF THE FIRST RUNWAY LIGHT NORTH OF RUNWAY END 4 ON THE
 EY5828'WESTERN SIDE OF THE RUNWAY, 18.5 FT (5.6 M) NW OF THE CENTER OF A
 EY5828'DRAIN.
 EY5828
 EY5828                          STATION RECOVERY (1992)
 EY5828
 EY5828'RECOVERED 1992
 EY5828'RECOVERED IN GOOD CONDITION.
 EY5828
 EY5828                          STATION RECOVERY (1992)
 EY5828
 EY5828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RJH)
 EY5828'THE STATION IS LOCATED AT THE SOUTHERN END OF RUNWAY 4-22 IN THE
 EY5828'CIRCULAR GRASS AREA FORMED BY THE TAXIWAY.  IT IS ON LINE WITH THE
 EY5828'FIRST RUNWAY LIGHTS NORTH OF RUNWAY END 4 148.85 FT (45.37 M)
 EY5828'NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 101.2 FT (30.8 M) NORTHWEST
 EY5828'OF THE FIRST RUNWAY LIGHT NORTH OF RUNWAY END 4 ON THE WESTERN SIDE OF
 EY5828'THE RUNWAY, 18.5 FT (5.6 M) NORTHWEST OF THE CENTER OF A DRAIN.  THE
 EY5828'MARK IS A STANDARD TOPOGRAPGIC DISK SET IN A 8-INCH SQUARE CONCRETE
 EY5828'BASE FLUSH WITH THE GROUND AND IS STAMPED---AP 1970 STA B W86---.
 EY5828
 EY5828                          STATION RECOVERY (2001)
 EY5828
 EY5828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY5828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7835 ***********************************************************************
 DK7835  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7835  DESIGNATION -  APAC
 DK7835  PID         -  DK7835
 DK7835  STATE/COUNTY-  NC/MECKLENBURG
 DK7835  USGS QUAD   -  CHARLOTTE EAST (1988)
 DK7835
 DK7835                         *CURRENT SURVEY CONTROL
 DK7835  ___________________________________________________________________
 DK7835* NAD 83(2007)-  35 13 01.42476(N)    080 49 55.81334(W)     ADJUSTED  
 DK7835* NAVD 88     -       197.54   (meters)     648.1    (feet)  GPS OBS   
 DK7835  ___________________________________________________________________
 DK7835  EPOCH DATE  -        2002.00
 DK7835  X           -     831,162.825 (meters)                     COMP
 DK7835  Y           -  -5,150,074.582 (meters)                     COMP
 DK7835  Z           -   3,657,663.473 (meters)                     COMP
 DK7835  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 DK7835  ELLIP HEIGHT-         167.157 (meters)          (12/08/08) ADJUSTED
 DK7835  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DK7835  HORZ ORDER  -  FIRST
 DK7835  ELLP ORDER  -  FOURTH    CLASS II
 DK7835
 DK7835.The horizontal coordinates were established by GPS observations
 DK7835.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2008.
 DK7835
 DK7835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7835.The horizontal coordinates are valid at the epoch date displayed above.
 DK7835.The epoch date for horizontal control is a decimal equivalence
 DK7835.of Year/Month/Day.
 DK7835
 DK7835.The orthometric height was determined by GPS observations and a
 DK7835.high-resolution geoid model.
 DK7835.The orthometric height was determined by GPS observations and a
 DK7835.high-resolution geoid model using precise GPS observation and
 DK7835.processing techniques.
 DK7835
 DK7835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7835
 DK7835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7835
 DK7835.The ellipsoidal height was determined by GPS observations
 DK7835.and is referenced to NAD 83.
 DK7835
 DK7835.The geoid height was determined by GEOID03.
 DK7835
 DK7835;                    North         East     Units Scale Factor Converg.
 DK7835;SPC NC       -   164,280.262   442,819.316   MT  0.99987277   -1 03 26.9
 DK7835;SPC NC       -   538,976.16  1,452,816.37   sFT  0.99987277   -1 03 26.9
 DK7835;UTM  17      - 3,897,127.795   515,274.186   MT  0.99960288   +0 05 48.4
 DK7835
 DK7835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7835!SPC NC       -   0.99997376  x   0.99987277  =   0.99984654
 DK7835!UTM  17      -   0.99997376  x   0.99960288  =   0.99957665
 DK7835
 DK7835|---------------------------------------------------------------------|
 DK7835| PID    Reference Object                     Distance      Geod. Az  |
 DK7835|                                                           dddmmss.s |
 DK7835| DK7836 HAGEMEYER                           254.518 METERS 08255     |
 DK7835|---------------------------------------------------------------------|
 DK7835
 DK7835                          SUPERSEDED SURVEY CONTROL
 DK7835
 DK7835.No superseded survey control is available for this station.
 DK7835
 DK7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1527497128(NAD 83)
 DK7835_MARKER: DH = HORIZONTAL CONTROL DISK
 DK7835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7835_SP_SET: CURB
 DK7835_STAMPING: APAC 2006
 DK7835_MARK LOGO: NCGS  
 DK7835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7835+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK7835
 DK7835  HISTORY     - Date     Condition        Report By
 DK7835  HISTORY     - 2006     MONUMENTED       NCGS
 DK7835
 DK7835                          STATION DESCRIPTION
 DK7835
 DK7835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DK7835'THE STATION IS LOCATED IN CHARLOTTE, IN THE EAST QUADRANT OF THE
 DK7835'INTERSECTION OF EAST FOURTH STREET AND KINGS DRIVE AND IN FRONT OF THE
 DK7835'OVERCASH ACADEMIC AND PERFORMING ARTS CENTER OF CENTRAL PIEDMONT
 DK7835'COMMUNITY COLLEGE.
 DK7835' 
 DK7835'LOCATED 67.5 FT (20.6 M) EAST OF THE CENTER OF THE MEDIAN OF KINGS
 DK7835'DRIVE, 11.0 FT (3.4 M) NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE
 DK7835'TO THE OVERCASH BUILDING, 139.2 FT (42.4 M) SOUTHWEST OF THE SOUTHWEST
 DK7835'SIDE OF THE BASE OF A LARGE STATUE AND 14.7 FT (4.5 M) WEST OF THE
 DK7835'CENTER OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1711 ***********************************************************************
 FA1711  DESIGNATION -  APARTMENT
 FA1711  PID         -  FA1711
 FA1711  STATE/COUNTY-  NC/DAVIDSON
 FA1711  USGS QUAD   -  MIDWAY (1994)
 FA1711
 FA1711                         *CURRENT SURVEY CONTROL
 FA1711  ___________________________________________________________________
 FA1711* NAD 83(2001)-  35 58 34.19018(N)    080 13 32.00206(W)     ADJUSTED  
 FA1711* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 FA1711  ___________________________________________________________________
 FA1711  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FA1711  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 FA1711  HORZ ORDER  -  SECOND
 FA1711
 FA1711.The horizontal coordinates were established by classical geodetic methods
 FA1711.and adjusted by the National Geodetic Survey in August 2005.
 FA1711
 FA1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1711
 FA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1711
 FA1711.The geoid height was determined by GEOID03.
 FA1711
 FA1711;                    North         East     Units Scale Factor Converg.
 FA1711;SPC NC       -   247,638.278   499,075.386   MT  0.99995240   -0 42 26.5
 FA1711;SPC NC       -   812,459.92  1,637,383.16   sFT  0.99995240   -0 42 26.5
 FA1711;UTM  17      - 3,981,581.899   569,820.448   MT  0.99966007   +0 27 17.9
 FA1711
 FA1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1711!SPC NC       -   0.99996182  x   0.99995240  =   0.99991422
 FA1711!UTM  17      -   0.99996182  x   0.99966007  =   0.99962190
 FA1711
 FA1711:                Primary Azimuth Mark                     Grid Az
 FA1711:SPC NC       -  AMOCO                                    166 24 32.2
 FA1711:UTM  17      -  AMOCO                                    165 14 47.8
 FA1711
 FA1711|---------------------------------------------------------------------|
 FA1711| PID    Reference Object                     Distance      Geod. Az  |
 FA1711|                                                           dddmmss.s |
 FA1711| FA1707 AMOCO                               APPROX. 0.5 KM 1654205.7 |
 FA1711| FA1714 NIFONG                              294.649 METERS 34706     |
 FA1711|---------------------------------------------------------------------|
 FA1711
 FA1711                          SUPERSEDED SURVEY CONTROL
 FA1711
 FA1711  NAD 83(1986)-  35 58 34.19535(N)    080 13 32.00829(W) AD(       ) 2
 FA1711  NAD 27      -  35 58 33.70015(N)    080 13 32.83433(W) AD(       ) 2
 FA1711  NGVD 29 (07/19/86)  275.6    (m)          904.     (f) VERT ANG    3  
 FA1711
 FA1711.Superseded values are not recommended for survey control.
 FA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1711.See file dsdata.txt to determine how the superseded data were derived.
 FA1711
 FA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6982081582(NAD 83)
 FA1711_MARKER: DE = TRAVERSE STATION DISK
 FA1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1711_STAMPING: APARTMENT 1970
 FA1711_MARK LOGO: NCGS  
 FA1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1711+STABILITY: SURFACE MOTION
 FA1711
 FA1711  HISTORY     - Date     Condition        Report By
 FA1711  HISTORY     - 1970     MONUMENTED       NCGS
 FA1711
 FA1711                          STATION DESCRIPTION
 FA1711
 FA1711'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA1711'APARTMENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1711'THE VICINITY OF ELLER, NORTH CAROLINA.
 FA1711'
 FA1711'APARTMENT IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF ELLER AND 1.9
 FA1711'MILES SOUTHWEST OF GUMTREE.  TO REACH STATION PROCEED FROM THE
 FA1711'INTERSECTION OF US 52, NC 8 WITH SR 1802 (MIDWAY SCHOOL RD.) IN THE
 FA1711'COMMUNITY OF ELLER, GO NORTH ON US 52, NC 8 FOR 1.55 MILES TO
 FA1711'INTERSECTION OF US 52, NC 8 WITH SR 1711 (GUM TREE RD.), CONTINUE
 FA1711'NORTH ON US 52 AND NC 8 FOR 0.1 MILE TO STATION ON RIGHT, MIDWAY
 FA1711'BETWEEN THE NORTH AND SOUTH ENTRANCE TO THE MIDWAY APARTMENTS,
 FA1711'AND 0.95 MILE SOUTH OF INTERSECTION OF US 52, NC 8 WITH SR 1713.
 FA1711'
 FA1711'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1711'APARTMENT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1711'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1711'
 FA1711'MARK IS
 FA1711'17.5 FEET E OF C/L OF US 52.
 FA1711'41.4 FEET NW OF ALUMINUM REF. TAG ON TP NO. 151.
 FA1711'79.2 FEET NE OF ALUMINUM REF. TAG ON PP NO. Q2.
 FA1711'20.8 FEET SW OF BASE OF A METAL MIDWAY APARTMENTS SIGN POST.
 FA1711'82.3 FEET SSE OF TOP OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2482 ***********************************************************************
 EB2482  DESIGNATION -  APEX
 EB2482  PID         -  EB2482
 EB2482  STATE/COUNTY-  NC/BLADEN
 EB2482  USGS QUAD   -  BLADENBORO (1986)
 EB2482
 EB2482                         *CURRENT SURVEY CONTROL
 EB2482  ___________________________________________________________________
 EB2482* NAD 83(2001)-  34 31 36.18613(N)    078 45 24.80898(W)     ADJUSTED  
 EB2482* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 EB2482  ___________________________________________________________________
 EB2482  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 EB2482  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EB2482  HORZ ORDER  -  SECOND
 EB2482
 EB2482.The horizontal coordinates were established by classical geodetic methods
 EB2482.and adjusted by the National Geodetic Survey in August 2005.
 EB2482
 EB2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2482
 EB2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2482
 EB2482.The geoid height was determined by GEOID03.
 EB2482
 EB2482;                    North         East     Units Scale Factor Converg.
 EB2482;SPC NC       -    86,190.523   631,920.093   MT  0.99995205   +0 08 25.1
 EB2482;SPC NC       -   282,776.74  2,073,224.51   sFT  0.99995205   +0 08 25.1
 EB2482;UTM  17      - 3,822,844.849   705,877.888   MT  1.00012247   +1 16 18.6
 EB2482
 EB2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2482!SPC NC       -   0.99999947  x   0.99995205  =   0.99995152
 EB2482!UTM  17      -   0.99999947  x   1.00012247  =   1.00012194
 EB2482
 EB2482:                Primary Azimuth Mark                     Grid Az
 EB2482:SPC NC       -  POSTAL                                   293 16 45.4
 EB2482:UTM  17      -  POSTAL                                   292 08 51.9
 EB2482
 EB2482|---------------------------------------------------------------------|
 EB2482| PID    Reference Object                     Distance      Geod. Az  |
 EB2482|                                                           dddmmss.s |
 EB2482| EB0838 POSTAL                              APPROX. 3.1 KM 2932510.5 |
 EB2482|---------------------------------------------------------------------|
 EB2482
 EB2482                          SUPERSEDED SURVEY CONTROL
 EB2482
 EB2482  NAD 83(1986)-  34 31 36.19455(N)    078 45 24.81815(W) AD(       ) 2
 EB2482  NAD 27      -  34 31 35.58420(N)    078 45 25.74853(W) AD(       ) 2
 EB2482  NGVD 29 (07/19/86)   38.1    (m)          125.     (f) VERT ANG    3  
 EB2482
 EB2482.Superseded values are not recommended for survey control.
 EB2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2482.See file dsdata.txt to determine how the superseded data were derived.
 EB2482
 EB2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0587822845(NAD 83)
 EB2482_MARKER: DE = TRAVERSE STATION DISK
 EB2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2482_STAMPING: APEX 1973
 EB2482_MARK LOGO: NCGS  
 EB2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2482+STABILITY: SURFACE MOTION
 EB2482
 EB2482  HISTORY     - Date     Condition        Report By
 EB2482  HISTORY     - 1973     MONUMENTED       NCGS
 EB2482  HISTORY     - 1975     GOOD             NGS
 EB2482  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 EB2482  HISTORY     - 1981     MARK NOT FOUND   USGS
 EB2482
 EB2482                          STATION DESCRIPTION
 EB2482
 EB2482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2482'APEX IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2482'VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB2482'
 EB2482'APEX IS LOCATED APPROXIMATELY 1.9 MILE ESE OF BLADENBORO, AND 2.0
 EB2482'MILES WNW OF ABBOTTSBURG COMMUNITY.  TO REACH STATION FROM
 EB2482'INTERSECTION OF NC 410 AND 131 WITH NC 211 ON NORTH SIDE OF
 EB2482'BLADENBORO.  PROCEED SE ALONG NC 211 FOR 2.7 MILES TO INTERSECTION
 EB2482'WITH SR 1172.  THENCE SOUTH ALONG SR 1172 FOR 0.1 MILE TO
 EB2482'SEABOARD COAST LINE RR, AND STATION IN NW QUADRANT OF CROSSING.
 EB2482'
 EB2482'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED APEX
 EB2482'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 2 INCHES BELOW THE
 EB2482'SURFACE OF THE GROUND.
 EB2482'
 EB2482'MARK IS
 EB2482'
 EB2482'15.7 FEET W OF A C/L OF SR 1172.
 EB2482'6.9 FEET NNE OF NORTH RAIL OF TRACKS.
 EB2482'6.3 FEET S OF A SE CORNER OF CONCRETE BASE OF NW RR CROSSING SIGN.
 EB2482
 EB2482                          STATION RECOVERY (1975)
 EB2482
 EB2482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ALL)
 EB2482'APEX 1973 RECOVERED GOOD.
 EB2482'
 EB2482'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILES ESE OF
 EB2482'BLADENBORO.
 EB2482
 EB2482                          STATION RECOVERY (1980)
 EB2482
 EB2482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB2482'APEX 1973 NOT FOUND.  WE CHECKED ALL DIST. S FROM TIES.  THE
 EB2482'MONUMENT IS GONE.
 EB2482'
 EB2482'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MI ESE OF BLADENBORO.
 EB2482
 EB2482                          STATION RECOVERY (1981)
 EB2482
 EB2482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS)
 EB2482'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0599 ***********************************************************************
 EZ0599  DESIGNATION -  APEX=Y 20
 EZ0599  PID         -  EZ0599
 EZ0599  STATE/COUNTY-  NC/WAKE
 EZ0599  USGS QUAD   -  APEX (1993)
 EZ0599
 EZ0599                         *CURRENT SURVEY CONTROL
 EZ0599  ___________________________________________________________________
 EZ0599* NAD 83(2001)-  35 44 01.14668(N)    078 50 55.34758(W)     ADJUSTED  
 EZ0599* NAVD 88     -       153.516  (meters)     503.66   (feet)  POSTED    
 EZ0599  ___________________________________________________________________
 EZ0599  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 EZ0599  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 EZ0599  DYNAMIC HT  -         153.380 (meters)     503.21  (feet)  COMP
 EZ0599  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 EZ0599
 EZ0599  HORZ ORDER  -  SECOND
 EZ0599  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EZ0599
 EZ0599.The horizontal coordinates were established by classical geodetic methods
 EZ0599.and adjusted by the National Geodetic Survey in August 2005.
 EZ0599
 EZ0599.The orthometric height was determined by differential leveling
 EZ0599.and adjusted by the  in 1992.
 EZ0599.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EZ0599.rate of 1.1 thru 2.0 mm/km.
 EZ0599
 EZ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0599
 EZ0599.The geoid height was determined by GEOID03.
 EZ0599
 EZ0599.The dynamic height is computed by dividing the NAVD 88
 EZ0599.geopotential number by the normal gravity value computed on the
 EZ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0599.degrees latitude (g = 980.6199 gals.).
 EZ0599
 EZ0599.The modeled gravity was interpolated from observed gravity values.
 EZ0599
 EZ0599;                    North         East     Units Scale Factor Converg.
 EZ0599;SPC NC       -   220,060.114   623,286.751   MT  0.99990787   +0 05 14.4
 EZ0599;SPC NC       -   721,980.56  2,044,899.95   sFT  0.99990787   +0 05 14.4
 EZ0599;UTM  17      - 3,956,540.919   694,555.397   MT  1.00006645   +1 15 24.4
 EZ0599
 EZ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0599!SPC NC       -   0.99998096  x   0.99990787  =   0.99988883
 EZ0599!UTM  17      -   0.99998096  x   1.00006645  =   1.00004741
 EZ0599
 EZ0599:                Primary Azimuth Mark                     Grid Az
 EZ0599:SPC NC       -  DOM                                      026 09 58.8
 EZ0599:UTM  17      -  DOM                                      024 59 48.8
 EZ0599
 EZ0599|---------------------------------------------------------------------|
 EZ0599| PID    Reference Object                     Distance      Geod. Az  |
 EZ0599|                                                           dddmmss.s |
 EZ0599| EZ5424 DOM                                 APPROX. 2.6 KM 0261513.2 |
 EZ0599| EZ6068 APEX RM                             195.000 METERS 20944     |
 EZ0599|---------------------------------------------------------------------|
 EZ0599
 EZ0599                          SUPERSEDED SURVEY CONTROL
 EZ0599
 EZ0599  NAD 83(1986)-  35 44 01.14659(N)    078 50 55.35358(W) AD(       ) 2
 EZ0599  NAD 27      -  35 44 00.58400(N)    078 50 56.32200(W) AD(       ) 2
 EZ0599  NGVD 29 (??/??/92)  153.766  (m)          504.48   (f) ADJ UNCH    1 2
 EZ0599
 EZ0599.Superseded values are not recommended for survey control.
 EZ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0599.See file dsdata.txt to determine how the superseded data were derived.
 EZ0599
 EZ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9455556541(NAD 83)
 EZ0599_MARKER: DS = TRIANGULATION STATION DISK
 EZ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0599_STAMPING: APEX 1918 Y 20 EL 504.45A FT.
 EZ0599_MARK LOGO: CGS   
 EZ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0599+STABILITY: SURFACE MOTION
 EZ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0599+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ0599
 EZ0599  HISTORY     - Date     Condition        Report By
 EZ0599  HISTORY     - 1918     MONUMENTED       CGS
 EZ0599  HISTORY     - 1935     GOOD             CGS
 EZ0599  HISTORY     - 1944     GOOD             CGS
 EZ0599  HISTORY     - 1960     MARK NOT FOUND   CGS
 EZ0599  HISTORY     - 1961     MARK NOT FOUND   CGS
 EZ0599  HISTORY     - 1966     MARK NOT FOUND   CGS
 EZ0599  HISTORY     - 20041208 GOOD             GEOCAC
 EZ0599  HISTORY     - 20051212 GOOD             USPSQD
 EZ0599
 EZ0599                          STATION DESCRIPTION
 EZ0599
 EZ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 EZ0599'ABOUT 190 METERS (623 FEET) NORTH OF RAILWAY STATION AT APEX, 45
 EZ0599'METERS (148 FEET) SOUTH OF DURHAM AND SOUTHERN RAILWAY CROSSING,
 EZ0599'AND 1-1/2 METERS (5 FEET) EAST OF EAST RAIL.
 EZ0599'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 EZ0599'UNDERGROUND MARK IS NAIL IN CONCRETE.
 EZ0599'
 EZ0599'REFERENCE MARK IS STANDARD REFERENCE DISK
 EZ0599'IN EAST FACE OF NORTHEAST CORNER OF RAILWAY STATION, AND 195.0
 EZ0599'METERS (640 FEET) FROM STATION S 29 DEG 44 MIN W.
 EZ0599'
 EZ0599'STATION BALDWIN (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF)
 EZ0599'IS VISIBLE FROM GROUND S 26 DEG 25 MIN W.
 EZ0599
 EZ0599                          STATION RECOVERY (1935)
 EZ0599
 EZ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BM)
 EZ0599'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHUR DESCRIBED AS BEING
 EZ0599'ABOUT 5 FEET EAST OF EAST RAIL OF SEABOARD AIR LINE RAILWAY.
 EZ0599
 EZ0599                          STATION RECOVERY (1944)
 EZ0599
 EZ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCD)
 EZ0599'STANDARD A DISK
 EZ0599'STAMPED---EL 504.45A FT. Y 20 APEX 1918---.
 EZ0599'CONDITION GOOD.
 EZ0599
 EZ0599                          STATION RECOVERY (1960)
 EZ0599
 EZ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EZ0599'AT APEX.
 EZ0599'210 YARDS NORTH OF THE SEABOARD AIR LINE RAILWAY STATION, 50
 EZ0599'YARDS SOUTH OF THE CROSSING OF THE DURHAM AND SOUTHERN RAILWAY, 5
 EZ0599'FEET EAST OF THE EAST RAIL OF THE SEABOARD AIR LINE RAILWAY MAIN
 EZ0599'TRACK.  A STANDARD TRIANGULATION-STATION DISK SET IN THE TOP OF
 EZ0599'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 EZ0599
 EZ0599                          STATION RECOVERY (1961)
 EZ0599
 EZ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF)
 EZ0599'THIS STATION HAS BEEN LOST.  REFERENCE MARK 1 IS IN GOOD CONDITION.
 EZ0599'CHAINED OUT FROM REFERENCE MARK, DUG 18 IN IN RR BED, LOCAL MAN SAID
 EZ0599'TRACKS HAD BEEN MOVED AND RAISED ON ACCOUNT OF LOW AND WET GROUND.
 EZ0599
 EZ0599                          STATION RECOVERY (1966)
 EZ0599
 EZ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 EZ0599'MARK NOT FOUND.
 EZ0599
 EZ0599                          STATION RECOVERY (2004)
 EZ0599
 EZ0599'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ0599'REF MARK RECOVERED IN NORTH END OF EAST WALL OF FORMER RAILROAD
 EZ0599'STATION (NOW APEX CHAMBER OF COMMERCE) AT INTERSECTION OF SR-1011
 EZ0599'(SALEM ST) AND SR-1010 (CENTER ST) IN DOWNTOWN APEX.
 EZ0599
 EZ0599                          STATION RECOVERY (2005)
 EZ0599
 EZ0599'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0599'RECOVERED REF MARK IN WALL OF TRAIN STATION, ORIGINAL MARK IS
 EZ0599'NOT RECOVERABLE PER 1961 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9426 ***********************************************************************
 DH9426  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9426  DESIGNATION -  APIN
 DH9426  PID         -  DH9426
 DH9426  STATE/COUNTY-  NC/EDGECOMBE
 DH9426  USGS QUAD   -  CONETOE (1981)
 DH9426
 DH9426                         *CURRENT SURVEY CONTROL
 DH9426  ___________________________________________________________________
 DH9426* NAD 83(2001)-  35 51 32.72321(N)    077 27 31.60027(W)     ADJUSTED  
 DH9426* NAVD 88     -        16.53   (meters)      54.2    (feet)  GPS OBS   
 DH9426  ___________________________________________________________________
 DH9426  X           -   1,123,743.977 (meters)                     COMP
 DH9426  Y           -  -5,051,678.883 (meters)                     COMP
 DH9426  Z           -   3,715,520.286 (meters)                     COMP
 DH9426  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DH9426  ELLIP HEIGHT-         -18.884 (meters)          (05/10/06) ADJUSTED
 DH9426  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 DH9426  HORZ ORDER  -  FIRST
 DH9426  ELLP ORDER  -  FOURTH    CLASS II
 DH9426
 DH9426.The horizontal coordinates were established by GPS observations
 DH9426.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2006.
 DH9426
 DH9426.The orthometric height was determined by GPS observations and a
 DH9426.high-resolution geoid model.
 DH9426.The orthometric height was determined by GPS observations and a
 DH9426.high-resolution geoid model using precise GPS observation and
 DH9426.processing techniques.
 DH9426
 DH9426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9426
 DH9426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9426
 DH9426.The ellipsoidal height was determined by GPS observations
 DH9426.and is referenced to NAD 83.
 DH9426
 DH9426.The geoid height was determined by GEOID03.
 DH9426
 DH9426;                    North         East     Units Scale Factor Converg.
 DH9426;SPC NC       -   235,047.085   748,794.758   MT  0.99992866   +0 53 22.4
 DH9426;SPC NC       -   771,150.31  2,456,670.80   sFT  0.99992866   +0 53 22.4
 DH9426;UTM  18      - 3,971,111.259   277,981.082   MT  1.00020743   -1 26 27.3
 DH9426
 DH9426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9426!SPC NC       -   1.00000296  x   0.99992866  =   0.99993162
 DH9426!UTM  18      -   1.00000296  x   1.00020743  =   1.00021039
 DH9426
 DH9426:                Primary Azimuth Mark                     Grid Az
 DH9426:SPC NC       -  CHINQ                                    200 40 56.2
 DH9426:UTM  18      -  CHINQ                                    203 00 45.9
 DH9426
 DH9426|---------------------------------------------------------------------|
 DH9426| PID    Reference Object                     Distance      Geod. Az  |
 DH9426|                                                           dddmmss.s |
 DH9426| DH9425 CHINQ                               APPROX. 0.5 KM 2013418.6 |
 DH9426|---------------------------------------------------------------------|
 DH9426
 DH9426                          SUPERSEDED SURVEY CONTROL
 DH9426
 DH9426  NAD 83(1986)-  35 51 32.73242(N)    077 27 31.60823(W) AD(       ) 1
 DH9426
 DH9426.Superseded values are not recommended for survey control.
 DH9426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9426.See file dsdata.txt to determine how the superseded data were derived.
 DH9426
 DH9426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7798171111(NAD 83)
 DH9426_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9426_STAMPING: APIN 2004
 DH9426_MARK LOGO: NCGS  
 DH9426_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9426+STABILITY: SURFACE MOTION
 DH9426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9426+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH9426
 DH9426  HISTORY     - Date     Condition        Report By
 DH9426  HISTORY     - 2004     MONUMENTED       NCGS
 DH9426
 DH9426                          STATION DESCRIPTION
 DH9426
 DH9426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DH9426'STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF TARBORO AND 3.0
 DH9426'MI (4.8 KM) NORTH OF CONETOE. PROCEED ALONG US 64 BYPASS FOR 5.8 MI
 DH9426'(9.3 KM) EAST FROM THE INTERSECTION WITH US 258, SOUTH OF TARBORO, TO
 DH9426'SR 1524 (CHINQUAPIN RD), THENCE ALONG SR 1524 FROM THE CENTERLINE OF
 DH9426'OVERPASS FOR 0.3 MI (0.5 KM) NORTH TO STATION, IN THE SHOULDER. MARK
 DH9426'IS ABOUT LEVEL WITH THE CENTERLINE OF SR 1524 AND IS FLUSH WITH THE
 DH9426'GROUND. LOCATED 17.1 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF SR
 DH9426'1524, 154 FT (46.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF A GRAVEL
 DH9426'PATH LEADING SOUTHEAST,--AND 44.2 FT (13.5 M) NORTHWEST OF A POWER
 DH9426'POLE (1270902), 46.4 FT (14.1 M) SOUTHEAST OF A POWER POLE--BOTH WITH
 DH9426'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8656 ***********************************************************************
 DG8656  DESIGNATION -  APOLLO
 DG8656  PID         -  DG8656
 DG8656  STATE/COUNTY-  NC/NEW HANOVER
 DG8656  USGS QUAD   -  SCOTTS HILL (1970)
 DG8656
 DG8656                         *CURRENT SURVEY CONTROL
 DG8656  ___________________________________________________________________
 DG8656* NAD 83(2007)-  34 15 09.69383(N)    077 50 16.53694(W)     ADJUSTED  
 DG8656* NAVD 88     -        13.164  (meters)      43.19   (feet)  ADJUSTED  
 DG8656  ___________________________________________________________________
 DG8656  EPOCH DATE  -        2002.00
 DG8656  X           -   1,111,854.622 (meters)                     COMP
 DG8656  Y           -  -5,159,062.480 (meters)                     COMP
 DG8656  Z           -   3,569,636.268 (meters)                     COMP
 DG8656  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 DG8656  ELLIP HEIGHT-         -23.917 (meters)          (02/10/07) ADJUSTED
 DG8656  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 DG8656  DYNAMIC HT  -          13.151 (meters)      43.15  (feet)  COMP
 DG8656
 DG8656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8656  Type    PID    Designation                      North   East  Ellip
 DG8656  -------------------------------------------------------------------
 DG8656  NETWORK DG8656 APOLLO                            0.90   0.69   1.84
 DG8656  -------------------------------------------------------------------
 DG8656  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 DG8656
 DG8656  VERT ORDER  -  SECOND    CLASS II
 DG8656
 DG8656.The horizontal coordinates were established by GPS observations
 DG8656.and adjusted by the National Geodetic Survey in February 2007.
 DG8656
 DG8656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8656.The horizontal coordinates are valid at the epoch date displayed above.
 DG8656.The epoch date for horizontal control is a decimal equivalence
 DG8656.of Year/Month/Day.
 DG8656
 DG8656.The orthometric height was determined by differential leveling
 DG8656.and adjusted in March 2006.
 DG8656.No vertical observational check was made to the station.
 DG8656
 DG8656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8656
 DG8656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8656
 DG8656.The ellipsoidal height was determined by GPS observations
 DG8656.and is referenced to NAD 83.
 DG8656
 DG8656.The geoid height was determined by GEOID03.
 DG8656
 DG8656.The dynamic height is computed by dividing the NAVD 88
 DG8656.geopotential number by the normal gravity value computed on the
 DG8656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8656.degrees latitude (g = 980.6199 gals.).
 DG8656
 DG8656.The modeled gravity was interpolated from observed gravity values.
 DG8656
 DG8656;                    North         East     Units Scale Factor Converg.
 DG8656;SPC NC       -    56,392.629   716,640.202   MT  1.00002331   +0 40 14.6
 DG8656;SPC NC       -   185,014.82  2,351,177.06   sFT  1.00002331   +0 40 14.6
 DG8656;UTM  18      - 3,793,819.224   238,662.716   MT  1.00044196   -1 35 53.6
 DG8656
 DG8656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8656!SPC NC       -   1.00000375  x   1.00002331  =   1.00002706
 DG8656!UTM  18      -   1.00000375  x   1.00044196  =   1.00044572
 DG8656
 DG8656:                Primary Azimuth Mark                     Grid Az
 DG8656:SPC NC       -  BLAIR                                    329 24 23.8
 DG8656:UTM  18      -  BLAIR                                    331 40 32.0
 DG8656
 DG8656|---------------------------------------------------------------------|
 DG8656| PID    Reference Object                     Distance      Geod. Az  |
 DG8656|                                                           dddmmss.s |
 DG8656| DG8655 BLAIR                               APPROX. 0.5 KM 3300438.4 |
 DG8656|---------------------------------------------------------------------|
 DG8656
 DG8656                          SUPERSEDED SURVEY CONTROL
 DG8656
 DG8656  NAD 83(1986)-  34 15 09.70438(N)    077 50 16.54970(W) AD(       ) 1
 DG8656  NAD 83(2001)-  34 15 09.69408(N)    077 50 16.53640(W) AD(       ) 1
 DG8656  ELLIP H (12/29/04)  -23.906  (m)                       GP(       ) 4 1
 DG8656  NAVD 88 (12/29/04)   13.16   (m)           43.2    (f) LEVELING    3  
 DG8656
 DG8656.Superseded values are not recommended for survey control.
 DG8656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8656.See file dsdata.txt to determine how the superseded data were derived.
 DG8656
 DG8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3866393819(NAD 83)
 DG8656_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8656_STAMPING: APOLLO 1994
 DG8656_MARK LOGO: NCGS  
 DG8656_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8656+STABILITY: SURFACE MOTION
 DG8656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8656+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 DG8656
 DG8656  HISTORY     - Date     Condition        Report By
 DG8656  HISTORY     - 1994     MONUMENTED       NCGS
 DG8656  HISTORY     - 20040914 GOOD             NCGS
 DG8656
 DG8656                          STATION DESCRIPTION
 DG8656
 DG8656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8656'STATION IS LOCATED 1.7 MI (2.7 KM) SOUTHWEST OF OGDEN AND 6.3 MI (10.1
 DG8656'KM) EAST OF WILMINGTON.  PROCEED ALONG US 17 NORTH (MARKET STREET) FOR
 DG8656'1.85 MI (2.98 KM) EAST FROM NC 132 (COLLEGE ROAD) TO BLAIR SCHOOL
 DG8656'ROAD, THENCE SOUTHEAST ALONG BLAIR SCHOOL ROAD FOR 0.35 MI (0.56 KM)
 DG8656'TO SR 1460 (ST NICKOLAS DRIVE) , THENCE WEST ALONG ST NICKOLAS DRIVE
 DG8656'FOR 0.05 MI (0.08 KM) TO SR 1859 (APOLLO DRIVE) , THENCE SOUTH ALONG
 DG8656'APOLLO DRIVE FOR 0.1 MI (0.2 KM) TO SR 1462 (LOUBELLE STREET) AND
 DG8656'STATION, IN THE NORTHEAST QUADRANT.  MARK IS ABOUT LEVEL CENTERLINE OF
 DG8656'STREET AND FLUSH WITH THE GROUND. LOCATED 15.9 FT (4.8 M)
 DG8656'EAST-NORTHEAST OF THE CENTERLINE OF APOLLO DRIVE, 55.0 FT (16.8 M)
 DG8656'NORTH OF LOUBELLE STREET, 67.6 FT (20.6 M) WEST-SOUTHWEST OF SOUTHWEST
 DG8656'CORNER OF BRICK HOUSE (217) --AND 78.1 FT (23.8 M) SOUTH OF A POWER
 DG8656'POLE, 29.7 FT (9.1 M) NORTHWEST OF A LIGHT POLE--BOTH WITH A REFERENCE
 DG8656'TAG.
 DG8656
 DG8656                          STATION RECOVERY (2004)
 DG8656
 DG8656'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EWB)
 DG8656'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0833 ***********************************************************************
 AI0833  DESIGNATION -  APPAREL
 AI0833  PID         -  AI0833
 AI0833  STATE/COUNTY-  NC/ONSLOW
 AI0833  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0833
 AI0833                         *CURRENT SURVEY CONTROL
 AI0833  ___________________________________________________________________
 AI0833* NAD 83(2007)-  34 28 50.97047(N)    077 33 22.29005(W)     ADJUSTED  
 AI0833* NAVD 88     -        12.59   (meters)      41.3    (feet)  LEVELING  
 AI0833  ___________________________________________________________________
 AI0833  EPOCH DATE  -        2002.00
 AI0833  X           -   1,134,130.924 (meters)                     COMP
 AI0833  Y           -  -5,139,582.702 (meters)                     COMP
 AI0833  Z           -   3,590,524.757 (meters)                     COMP
 AI0833  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AI0833  ELLIP HEIGHT-         -24.711 (meters)          (02/10/07) ADJUSTED
 AI0833  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 AI0833
 AI0833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0833  Type    PID    Designation                      North   East  Ellip
 AI0833  -------------------------------------------------------------------
 AI0833  NETWORK AI0833 APPAREL                           0.73   0.84   1.82
 AI0833  -------------------------------------------------------------------
 AI0833  VERT ORDER  -  THIRD
 AI0833
 AI0833.The horizontal coordinates were established by GPS observations
 AI0833.and adjusted by the National Geodetic Survey in February 2007.
 AI0833
 AI0833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0833.The horizontal coordinates are valid at the epoch date displayed above.
 AI0833.The epoch date for horizontal control is a decimal equivalence
 AI0833.of Year/Month/Day.
 AI0833
 AI0833.The orthometric height was determined by differential leveling.
 AI0833.The vertical network tie was performed by a horz. field party for horz.
 AI0833.obs reductions. Reset procedures were used to establish the elevation.
 AI0833
 AI0833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0833
 AI0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0833
 AI0833.The ellipsoidal height was determined by GPS observations
 AI0833.and is referenced to NAD 83.
 AI0833
 AI0833.The geoid height was determined by GEOID03.
 AI0833
 AI0833;                    North         East     Units Scale Factor Converg.
 AI0833;SPC NC       -    82,036.851   742,221.241   MT  0.99996242   +0 49 60.0
 AI0833;SPC NC       -   269,149.24  2,435,104.19   sFT  0.99996242   +0 49 60.0
 AI0833;UTM  18      - 3,818,436.738   265,251.408   MT  1.00027930   -1 26 52.1
 AI0833
 AI0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0833!SPC NC       -   1.00000388  x   0.99996242  =   0.99996630
 AI0833!UTM  18      -   1.00000388  x   1.00027930  =   1.00028318
 AI0833
 AI0833                          SUPERSEDED SURVEY CONTROL
 AI0833
 AI0833  NAD 83(2001)-  34 28 50.97085(N)    077 33 22.28948(W) AD(       ) 1
 AI0833  ELLIP H (03/13/03)  -24.684  (m)                       GP(       ) 4 2
 AI0833  NAD 83(1986)-  34 28 50.98002(N)    077 33 22.30144(W) AD(       ) 1
 AI0833
 AI0833.Superseded values are not recommended for survey control.
 AI0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0833.See file dsdata.txt to determine how the superseded data were derived.
 AI0833
 AI0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6525118437(NAD 83)
 AI0833_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0833_STAMPING: APPAREL 1988
 AI0833_MARK LOGO: NCGS  
 AI0833_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0833+STABILITY: SURFACE MOTION
 AI0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0833+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2002
 AI0833
 AI0833  HISTORY     - Date     Condition        Report By
 AI0833  HISTORY     - 1988     MONUMENTED       NCGS
 AI0833  HISTORY     - 20020509 GOOD             NCGS
 AI0833
 AI0833                          STATION DESCRIPTION
 AI0833
 AI0833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0833'STATION IS LOCATED ABOUT 1.60 KM (1.00 MI) SOUTH OF HOLLY RIDGE. ALONG
 AI0833'NC 50 FOR 1.80 KM (1.10 MI) SOUTHWEST FROM US 17, IN SHOULDER ACROSS
 AI0833'HIGHWAY FROM THE SURF CITY APPAREL FACTORY. MARK IS 1 FOOT (0.3 M)
 AI0833'LOWER THAN HIGHWAY AND RECESSED 4 INCHES BELOW GROUND. LOCATED 5.64 M
 AI0833'(18.50 FT) WEST-NORTHWEST OF THE CENTERLINE OF NC 50, 37.86 M (124.21
 AI0833'FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING (SURF
 AI0833'CITY APPAREL)--AND 31.55 M (103.51 FT) NORTH-NORTHEAST OF POWER POLE
 AI0833'NO KT 359, 72.66 M (238.39 FT) SOUTH-SOUTHWEST OF POWER POLE NO. KT
 AI0833'358--BOTH WITH REFERENCE TAGS.
 AI0833
 AI0833                          STATION RECOVERY (2002)
 AI0833
 AI0833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MEM)
 AI0833'RECOVERED AS DESCRIBED.  SURF CITY APPAREL IS NOW CHAPTER
 AI0833'COMMUNICATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0873 ***********************************************************************
 AI0873  DESIGNATION -  APPAREL AZ MK
 AI0873  PID         -  AI0873
 AI0873  STATE/COUNTY-  NC/ONSLOW
 AI0873  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0873
 AI0873                         *CURRENT SURVEY CONTROL
 AI0873  ___________________________________________________________________
 AI0873* NAD 83(2001)-  34 28 35.78889(N)    077 33 26.73847(W)     ADJUSTED  
 AI0873* NAVD 88     -         7.8    (meters)      26.     (feet)  VERT ANG  
 AI0873  ___________________________________________________________________
 AI0873  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AI0873  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 AI0873  HORZ ORDER  -  SECOND
 AI0873
 AI0873.The horizontal coordinates were established by classical geodetic methods
 AI0873.and adjusted by the National Geodetic Survey in August 2005.
 AI0873
 AI0873.The orthometric height was determined by vertical angle observations.
 AI0873
 AI0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0873
 AI0873.The geoid height was determined by GEOID03.
 AI0873
 AI0873;                    North         East     Units Scale Factor Converg.
 AI0873;SPC NC       -    81,567.459   742,114.545   MT  0.99996340   +0 49 57.4
 AI0873;SPC NC       -   267,609.24  2,434,754.14   sFT  0.99996340   +0 49 57.4
 AI0873;UTM  18      - 3,817,971.818   265,126.075   MT  1.00028003   -1 26 54.0
 AI0873
 AI0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0873!SPC NC       -   1.00000464  x   0.99996340  =   0.99996804
 AI0873!UTM  18      -   1.00000464  x   1.00028003  =   1.00028467
 AI0873
 AI0873                          SUPERSEDED SURVEY CONTROL
 AI0873
 AI0873  NAD 83(1986)-  34 28 35.79807(N)    077 33 26.75043(W) AD(       ) 2
 AI0873
 AI0873.Superseded values are not recommended for survey control.
 AI0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0873.See file dsdata.txt to determine how the superseded data were derived.
 AI0873
 AI0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6512617972(NAD 83)
 AI0873_MARKER: DZ = AZIMUTH MARK DISK
 AI0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0873_STAMPING: APPAREL 1988
 AI0873_MARK LOGO: NCGS  
 AI0873_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0873+STABILITY: SURFACE MOTION
 AI0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0873+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0873
 AI0873  HISTORY     - Date     Condition        Report By
 AI0873  HISTORY     - 1988     MONUMENTED       NCGS
 AI0873
 AI0873                          STATION DESCRIPTION
 AI0873
 AI0873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0873'MARK IS ABOUT 1.10 KM (0.70 MI) SOUTH-SOUTHWEST OF HOLLY RIDGE. ALONG
 AI0873'NC 50 FOR 2.25 KM (1.40 MI) SOUTHWEST FROM US 17, OR 0.80 KM (0.50 MI)
 AI0873'SOUTHWEST FROM THE ONSLOW-PENDER COUNTY LINE, IN SHOULDER. MARK IS
 AI0873'ABOUT LEVEL WITH NC 50 AND IS RECESSED 4 INCHES BELOW GROUND. LOCATED
 AI0873'6.25 M (20.51 FT) WEST-NORTHWEST OF THE CENTERLINE OF NC 50, 14.97 M
 AI0873'(49.11 FT) SOUTH OF A TELEPHONE SERVICE BOX ON TOP OF A PVC PIPE, AND
 AI0873'23.32 M (76.51 FT) NORTH-NORTHWEST OF A 24-INCH PINE WITH A REFERENCE
 AI0873'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2787 ***********************************************************************
 EY2787  DESIGNATION -  APPERSON
 EY2787  PID         -  EY2787
 EY2787  STATE/COUNTY-  NC/LENOIR
 EY2787  USGS QUAD   -  LA GRANGE (1983)
 EY2787
 EY2787                         *CURRENT SURVEY CONTROL
 EY2787  ___________________________________________________________________
 EY2787* NAD 83(2001)-  35 17 24.67391(N)    077 45 44.42588(W)     ADJUSTED  
 EY2787* NAVD 88     -        33.2    (meters)     109.     (feet)  VERT ANG  
 EY2787  ___________________________________________________________________
 EY2787  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EY2787  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY2787  HORZ ORDER  -  SECOND
 EY2787
 EY2787.The horizontal coordinates were established by classical geodetic methods
 EY2787.and adjusted by the National Geodetic Survey in August 2005.
 EY2787
 EY2787.The orthometric height was determined by vertical angle observations.
 EY2787
 EY2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2787
 EY2787.The geoid height was determined by GEOID03.
 EY2787
 EY2787;                    North         East     Units Scale Factor Converg.
 EY2787;SPC NC       -   171,554.654   722,167.326   MT  0.99987282   +0 42 51.6
 EY2787;SPC NC       -   562,842.23  2,369,310.64   sFT  0.99987282   +0 42 51.6
 EY2787;UTM  18      - 3,908,724.519   248,792.368   MT  1.00037777   -1 35 48.1
 EY2787
 EY2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2787!SPC NC       -   1.00000038  x   0.99987282  =   0.99987320
 EY2787!UTM  18      -   1.00000038  x   1.00037777  =   1.00037815
 EY2787
 EY2787:                Primary Azimuth Mark                     Grid Az
 EY2787:SPC NC       -  LA GRANGE SE MUNICIPAL TANK              106 12 57.3
 EY2787:UTM  18      -  LA GRANGE SE MUNICIPAL TANK              108 31 37.0
 EY2787
 EY2787|---------------------------------------------------------------------|
 EY2787| PID    Reference Object                     Distance      Geod. Az  |
 EY2787|                                                           dddmmss.s |
 EY2787| AH2727 LA GRANGE SE MUNICIPAL TANK         APPROX. 0.8 KM 1065548.9 |
 EY2787| EY2786 LA AMOCO                            APPROX. 0.7 KM 1342659.0 |
 EY2787| EY2785 BEN                                 APPROX. 1.3 KM 1345538.1 |
 EY2787| EY2788 BRIDGE                              APPROX. 2.2 KM 2665055.2 |
 EY2787| AH2718 BUCK                                APPROX. 0.7 KM 2695051.6 |
 EY2787|---------------------------------------------------------------------|
 EY2787
 EY2787                          SUPERSEDED SURVEY CONTROL
 EY2787
 EY2787  NAD 83(1986)-  35 17 24.68138(N)    077 45 44.43747(W) AD(       ) 2
 EY2787  NAD 27      -  35 17 24.09561(N)    077 45 45.52171(W) AD(       ) 2
 EY2787  NGVD 29 (07/19/86)   33.4    (m)          110.     (f) VERT ANG    3  
 EY2787
 EY2787.Superseded values are not recommended for survey control.
 EY2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2787.See file dsdata.txt to determine how the superseded data were derived.
 EY2787
 EY2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4879208725(NAD 83)
 EY2787_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2787_STAMPING: APPERSON 1976
 EY2787_MARK LOGO: NCGS  
 EY2787_PROJECTION: FLUSH
 EY2787_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2787+STABILITY: SURFACE MOTION
 EY2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2787+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 EY2787
 EY2787  HISTORY     - Date     Condition        Report By
 EY2787  HISTORY     - 1976     MONUMENTED       NCGS
 EY2787  HISTORY     - 19901210 GOOD             NCGS
 EY2787  HISTORY     - 19910320 GOOD             USPSQD
 EY2787  HISTORY     - 20050510 GOOD             USPSQD
 EY2787
 EY2787                          STATION DESCRIPTION
 EY2787
 EY2787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2787'APPERSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EY2787'APPROXIMATELY 1.8 MILES SOUTHEAST OF LA GRANGE, NORTH CAROLINA.  TO
 EY2787'REACH STATION FROM THE U.S. 70 UNDERPASS OF NC 903 SOUTH OF LA
 EY2787'GRANGE, PROCEED EAST ALONG U.S. 70 FOR 1.35 MILES TO STATION ON
 EY2787'LEFT AT A BRACE POST IN A RIGHT OF WAY FENCE, OPPOSITE AN
 EY2787'APPERSON FORD BUSINESS SIGN AND 0.45 MILE WESTERLY OF
 EY2787'INTERSECTION WITH SR 1327.
 EY2787'
 EY2787'STATION MARK IS A STANDARD BRASS DISK, STAMPED APPERSON 1976,
 EY2787'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH
 EY2787'WITH THE SURFACE OF THE GROUND.
 EY2787'
 EY2787'MARK IS 66.6 FT N OF C/L WEST BOUND LANE OF U.S. 70
 EY2787'
 EY2787'9.6 FT SE OF A FENCE POST WITH ALUMINUM REF. TAG
 EY2787'
 EY2787'5.4 FT S OF A CENTER BRACE POST WITH ALUMINUM REF. TAG
 EY2787'
 EY2787'9.1 FT W OF A FENCE POST WITH ALUMINUM REF. TAG
 EY2787
 EY2787                          STATION RECOVERY (1990)
 EY2787
 EY2787'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY2787'RECOVERED AS DESCRIBED. THE LINE OF SIGHT TO STATION BRIDGE,
 EY2787'ESTABLISHED IN 1976, IS BLOCKED.
 EY2787
 EY2787                          STATION RECOVERY (1991)
 EY2787
 EY2787'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2787'RECOVERED IN GOOD CONDITION.
 EY2787
 EY2787                          STATION RECOVERY (2005)
 EY2787
 EY2787'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EY2787'N 35 17.411
 EY2787'W 077 45.740
 EY2787' 
 EY2787'NEW AUTO DEALER IS WYNN ODOM FORD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2274 ***********************************************************************
 FY2274  DESIGNATION -  APPLE
 FY2274  PID         -  FY2274
 FY2274  STATE/COUNTY-  NC/ROCKINGHAM
 FY2274  USGS QUAD   -  RUFFIN (1994)
 FY2274
 FY2274                         *CURRENT SURVEY CONTROL
 FY2274  ___________________________________________________________________
 FY2274* NAD 83(2001)-  36 23 46.65510(N)    079 32 32.82227(W)     ADJUSTED  
 FY2274* NAVD 88     -       193.126  (meters)     633.61   (feet)  ADJUSTED  
 FY2274  ___________________________________________________________________
 FY2274  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 FY2274  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FY2274  DYNAMIC HT  -         192.964 (meters)     633.08  (feet)  COMP
 FY2274  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 FY2274
 FY2274  HORZ ORDER  -  SECOND
 FY2274  VERT ORDER  -  FIRST     CLASS II
 FY2274
 FY2274.The horizontal coordinates were established by classical geodetic methods
 FY2274.and adjusted by the National Geodetic Survey in August 2005.
 FY2274
 FY2274.The orthometric height was determined by differential leveling
 FY2274.and adjusted in June 1991.
 FY2274
 FY2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2274
 FY2274.The geoid height was determined by GEOID03.
 FY2274
 FY2274.The dynamic height is computed by dividing the NAVD 88
 FY2274.geopotential number by the normal gravity value computed on the
 FY2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2274.degrees latitude (g = 980.6199 gals.).
 FY2274
 FY2274.The modeled gravity was interpolated from observed gravity values.
 FY2274
 FY2274;                    North         East     Units Scale Factor Converg.
 FY2274;SPC NC       -   293,707.905   560,934.472   MT  1.00007219   -0 18 47.1
 FY2274;SPC NC       -   963,606.68  1,840,332.51   sFT  1.00007219   -0 18 47.1
 FY2274;UTM  17      - 4,028,891.237   630,709.283   MT  0.99981050   +0 51 53.9
 FY2274
 FY2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2274!SPC NC       -   0.99997467  x   1.00007219  =   1.00004686
 FY2274!UTM  17      -   0.99997467  x   0.99981050  =   0.99978517
 FY2274
 FY2274|---------------------------------------------------------------------|
 FY2274| PID    Reference Object                     Distance      Geod. Az  |
 FY2274|                                                           dddmmss.s |
 FY2274| FY2273 33 MAX                               90.624 METERS 23754     |
 FY2274|---------------------------------------------------------------------|
 FY2274
 FY2274                          SUPERSEDED SURVEY CONTROL
 FY2274
 FY2274  NAD 83(1993)-  36 23 46.65695(N)    079 32 32.82525(W) AD(       ) 2
 FY2274  NAD 83(1986)-  36 23 46.66061(N)    079 32 32.83079(W) AD(       ) 2
 FY2274  NGVD 29 (03/05/92)  193.351  (m)          634.35   (f) ADJUSTED    1 2
 FY2274
 FY2274.Superseded values are not recommended for survey control.
 FY2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2274.See file dsdata.txt to determine how the superseded data were derived.
 FY2274
 FY2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3070928891(NAD 83)
 FY2274_MARKER: DE = TRAVERSE STATION DISK
 FY2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2274_SP_SET: CONCRETE POST
 FY2274_STAMPING: APPLE 1982
 FY2274_MARK LOGO: NCGS  
 FY2274_PROJECTION: RECESSED 8 CENTIMETERS
 FY2274_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2274+STABILITY: SURFACE MOTION
 FY2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2274+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 FY2274
 FY2274  HISTORY     - Date     Condition        Report By
 FY2274  HISTORY     - 1982     MONUMENTED       NCGS
 FY2274  HISTORY     - 1982     GOOD             NCGS
 FY2274  HISTORY     - 19960622 GOOD             USPSQD
 FY2274  HISTORY     - 20040408 GOOD             USPSQD
 FY2274
 FY2274                          STATION DESCRIPTION
 FY2274
 FY2274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2274'3.4 MI SOUTH FROM RUFFIN.
 FY2274'ALONG US 158, 1.1 MILES WEST OF THE CASWELL-ROCKINGHAM COUNTY LINE,
 FY2274'OR 0.05 MILE EAST OF THE INTERSECTION WITH 2569, 18.4 FEET SOUTH
 FY2274'SOUTHEAST OF CENTERLINE OF HIGHWAY, 15.7 FEET NORTH-NORTHEAST OF
 FY2274'WITNESS POST, 123.0 FEET WEST OF TELEPHONE PEDESTAL (135) AND 45.8
 FY2274'FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 FY2274'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2274
 FY2274                          STATION RECOVERY (1996)
 FY2274
 FY2274'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY2274'RECOVERED IN GOOD CONDITION.
 FY2274
 FY2274                          STATION RECOVERY (2004)
 FY2274
 FY2274'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY2274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1297 ***********************************************************************
 FY1297  DESIGNATION -  APPLE
 FY1297  PID         -  FY1297
 FY1297  STATE/COUNTY-  NC/GUILFORD
 FY1297  USGS QUAD   -  GIBSONVILLE (1994)
 FY1297
 FY1297                         *CURRENT SURVEY CONTROL
 FY1297  ___________________________________________________________________
 FY1297* NAD 83(2007)-  36 05 46.73101(N)    079 33 23.19242(W)     ADJUSTED  
 FY1297* NAVD 88     -       210.298  (meters)     689.95   (feet)  ADJUSTED  
 FY1297  ___________________________________________________________________
 FY1297  EPOCH DATE  -        2002.00
 FY1297  X           -     935,310.599 (meters)                     COMP
 FY1297  Y           -  -5,074,376.859 (meters)                     COMP
 FY1297  Z           -   3,736,938.396 (meters)                     COMP
 FY1297  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FY1297  ELLIP HEIGHT-         179.975 (meters)          (03/11/09) ADJUSTED
 FY1297  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FY1297  DYNAMIC HT  -         210.131 (meters)     689.40  (feet)  COMP
 FY1297  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 FY1297
 FY1297  HORZ ORDER  -  FIRST
 FY1297  VERT ORDER  -  SECOND    CLASS 0
 FY1297  ELLP ORDER  -  FOURTH    CLASS II
 FY1297
 FY1297.The horizontal coordinates were established by GPS observations
 FY1297.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2009.
 FY1297
 FY1297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY1297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY1297.The horizontal coordinates are valid at the epoch date displayed above.
 FY1297.The epoch date for horizontal control is a decimal equivalence
 FY1297.of Year/Month/Day.
 FY1297
 FY1297.The orthometric height was determined by differential leveling
 FY1297.and adjusted in June 1991.
 FY1297
 FY1297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY1297
 FY1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1297
 FY1297.The ellipsoidal height was determined by GPS observations
 FY1297.and is referenced to NAD 83.
 FY1297
 FY1297.The geoid height was determined by GEOID03.
 FY1297
 FY1297.The dynamic height is computed by dividing the NAVD 88
 FY1297.geopotential number by the normal gravity value computed on the
 FY1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1297.degrees latitude (g = 980.6199 gals.).
 FY1297
 FY1297.The modeled gravity was interpolated from observed gravity values.
 FY1297
 FY1297;                    North         East     Units Scale Factor Converg.
 FY1297;SPC NC       -   260,427.832   559,492.611   MT  0.99998112   -0 19 16.2
 FY1297;SPC NC       -   854,420.31  1,835,602.01   sFT  0.99998112   -0 19 16.2
 FY1297;UTM  17      - 3,995,595.759   629,950.278   MT  0.99980808   +0 51 02.1
 FY1297
 FY1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1297!SPC NC       -   0.99997175  x   0.99998112  =   0.99995287
 FY1297!UTM  17      -   0.99997175  x   0.99980808  =   0.99977984
 FY1297
 FY1297|---------------------------------------------------------------------|
 FY1297| PID    Reference Object                     Distance      Geod. Az  |
 FY1297|                                                           dddmmss.s |
 FY1297| FY1296 SPENCE                              393.682 METERS 22842     |
 FY1297|---------------------------------------------------------------------|
 FY1297
 FY1297                          SUPERSEDED SURVEY CONTROL
 FY1297
 FY1297  NAD 83(2001)-  36 05 46.73203(N)    079 33 23.19270(W) AD(       ) 2
 FY1297  NAD 83(1993)-  36 05 46.73369(N)    079 33 23.19828(W) AD(       ) 2
 FY1297  NAD 83(1986)-  36 05 46.73320(N)    079 33 23.19801(W) AD(       ) 2
 FY1297  NAD 27      -  36 05 46.24512(N)    079 33 24.10733(W) AD(       ) 2
 FY1297  NAVD 88 (03/11/09)  210.30   (m)          690.0    (f) LEVELING    3  
 FY1297  NGVD 29 (??/??/92)  210.553  (m)          690.79   (f) ADJ UNCH    2 0
 FY1297
 FY1297.Superseded values are not recommended for survey control.
 FY1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1297.See file dsdata.txt to determine how the superseded data were derived.
 FY1297
 FY1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2995095596(NAD 83)
 FY1297_MARKER: DE = TRAVERSE STATION DISK
 FY1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY1297_STAMPING: APPLE 1964
 FY1297_MARK LOGO: NCGS  
 FY1297_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1297+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 FY1297
 FY1297  HISTORY     - Date     Condition        Report By
 FY1297  HISTORY     - 1964     MONUMENTED       NCGS
 FY1297  HISTORY     - 1971     GOOD             NCGS
 FY1297  HISTORY     - 1985     GOOD             USPSQD
 FY1297  HISTORY     - 20070414 GOOD             NCGS
 FY1297
 FY1297                          STATION DESCRIPTION
 FY1297
 FY1297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY1297'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY1297'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY1297'
 FY1297'APPLE IS 1.2 MILES SW OF GIBSONVILLE.  LOCATED 1.0 MILE SW
 FY1297'ALONG NC 100 (WHITSETT ST.) FROM RAILROAD TRESTLE OVER NC
 FY1297'100.  ON S SIDE OF NC 100.  1.6 MILES NE OF INTERSECTION
 FY1297'OF NC 100 AND U.S. 70A.  AND ON CREST OF RISE FROM SW.
 FY1297'
 FY1297'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY1297'STAMPED APPLE 1964, SET IN THE TOP OF A CONCRETE CYLINDER,
 FY1297'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY1297'
 FY1297'MARK IS
 FY1297'
 FY1297'14.5 FT SW OF C/L OF NC 100
 FY1297'
 FY1297'18.5 FT W OF C/L OF DRIVEWAY
 FY1297'
 FY1297'10.4 FT W OF 3 LEAD NAILS IN PP W/TRANSFORMER
 FY1297'
 FY1297'55.1 FT NE OF 6 INCH CHERRY TREE
 FY1297'
 FY1297'86.9 FT NW OF ONE STORY FRAME HOUSE (GARAGE) NW CORNER
 FY1297'
 FY1297'28.9 FT W OF 3 INCH DOGWOOD ON E SIDE OF DRIVEWAY
 FY1297'
 FY1297'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY1297
 FY1297                          STATION RECOVERY (1971)
 FY1297
 FY1297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1297'1.2 MI SW FROM GIBSONVILLE.
 FY1297'STATION IS 1.0 MILE SW ALONG NC 100 FROM RAILROAD TRESTLE OVER
 FY1297'NC 100, ON S SIDE OF NC 100, 1.6 MILES NE OF INTERSECTION OF NC
 FY1297'100 AND U.S. 70A AND ON CREST OF RISE FROM SW, 14.5 FT SW OF C/L
 FY1297'OF NC 100, 18.5 FT W OF C/L OF DRIVEWAY, 10.4 FT W OF 3 NAILS
 FY1297'IN PP W/TRANSFORMER, 55.1 FT NE OF 6 INCH CHERRY TREE, 86.9 FT
 FY1297'NW OF NW CORNER OF GARAGE TO ONE STORY FRAME HOUSE AND 28.9 FT
 FY1297'W OF 3 INCH DOGWOOD ON E SIDE OF DRIVEWAY.  STATION IS FLUSH
 FY1297'WITH THE GROUND.
 FY1297
 FY1297                          STATION RECOVERY (1985)
 FY1297
 FY1297'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY1297'RECOVERED IN GOOD CONDITION.
 FY1297
 FY1297                          STATION RECOVERY (2007)
 FY1297
 FY1297'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 FY1297'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FY1297' 
 FY1297'LOCATED 200.1 FT (61.0 M) NORTHEAST OF A FIRE HYDRANT, AND 9.1 FT (2.8
 FY1297'M) WEST OF A POWER POLE WITH A REFERENCE TAG. THE STATION IS ON THE
 FY1297'LOT BETWEEN HOUSE NUMBERS 203 AND 207.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1118 ***********************************************************************
 EY1118  DESIGNATION -  APPLE
 EY1118  PID         -  EY1118
 EY1118  STATE/COUNTY-  NC/EDGECOMBE
 EY1118  USGS QUAD   -  HARTSEASE (1981)
 EY1118
 EY1118                         *CURRENT SURVEY CONTROL
 EY1118  ___________________________________________________________________
 EY1118* NAD 83(2001)-  35 55 54.96994(N)    077 38 20.77548(W)     ADJUSTED  
 EY1118* NAVD 88     -        33.063  (meters)     108.47   (feet)  ADJUSTED  
 EY1118  ___________________________________________________________________
 EY1118  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EY1118  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EY1118  DYNAMIC HT  -          33.035 (meters)     108.38  (feet)  COMP
 EY1118  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 EY1118
 EY1118  HORZ ORDER  -  SECOND
 EY1118  VERT ORDER  -  SECOND    CLASS I
 EY1118
 EY1118.The horizontal coordinates were established by classical geodetic methods
 EY1118.and adjusted by the National Geodetic Survey in August 2005.
 EY1118
 EY1118.The orthometric height was determined by differential leveling
 EY1118.and adjusted in June 1991.
 EY1118
 EY1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1118
 EY1118.The geoid height was determined by GEOID03.
 EY1118
 EY1118.The dynamic height is computed by dividing the NAVD 88
 EY1118.geopotential number by the normal gravity value computed on the
 EY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1118.degrees latitude (g = 980.6199 gals.).
 EY1118
 EY1118.The modeled gravity was interpolated from observed gravity values.
 EY1118
 EY1118;                    North         East     Units Scale Factor Converg.
 EY1118;SPC NC       -   242,890.561   732,399.093   MT  0.99994294   +0 47 07.7
 EY1118;SPC NC       -   796,883.45  2,402,879.36   sFT  0.99994294   +0 47 07.7
 EY1118;UTM  18      - 3,979,618.252   261,913.153   MT  1.00029853   -1 32 57.9
 EY1118
 EY1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1118!SPC NC       -   1.00000034  x   0.99994294  =   0.99994328
 EY1118!UTM  18      -   1.00000034  x   1.00029853  =   1.00029887
 EY1118
 EY1118:                Primary Azimuth Mark                     Grid Az
 EY1118:SPC NC       -  EASON                                    131 21 50.4
 EY1118:UTM  18      -  EASON                                    133 41 56.0
 EY1118
 EY1118|---------------------------------------------------------------------|
 EY1118| PID    Reference Object                     Distance      Geod. Az  |
 EY1118|                                                           dddmmss.s |
 EY1118| EY2948 EASON                               APPROX. 1.3 KM 1320858.1 |
 EY1118| EY1119 GENERAL                             398.171 METERS 27933     |
 EY1118|---------------------------------------------------------------------|
 EY1118
 EY1118                          SUPERSEDED SURVEY CONTROL
 EY1118
 EY1118  NAD 83(1986)-  35 55 54.97684(N)    077 38 20.78502(W) AD(       ) 2
 EY1118  NAD 27      -  35 55 54.41629(N)    077 38 21.87296(W) AD(       ) 2
 EY1118  NGVD 29 (??/??/92)   33.381  (m)          109.52   (f) ADJ UNCH    2 1
 EY1118
 EY1118.Superseded values are not recommended for survey control.
 EY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1118.See file dsdata.txt to determine how the superseded data were derived.
 EY1118
 EY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6191379618(NAD 83)
 EY1118_MARKER: DD = SURVEY DISK
 EY1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1118_STAMPING: APPLE 1975
 EY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1118+STABILITY: SURFACE MOTION
 EY1118
 EY1118  HISTORY     - Date     Condition        Report By
 EY1118  HISTORY     - 1975     MONUMENTED       NCGS
 EY1118  HISTORY     - 1976     GOOD             NCGS
 EY1118  HISTORY     - 1985     GOOD             USPSQD
 EY1118  HISTORY     - 19990226 GOOD             USPSQD
 EY1118
 EY1118                          STATION DESCRIPTION
 EY1118
 EY1118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1118'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1118'THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY1118'
 EY1118'APPLE IS LOCATED APPROXIMATELY 6.0 MILES WNW OF TARBORO, AND
 EY1118'8.8 MILES EAST OF ROCKY MOUNT.  TO REACH STATION FROM INTERSECTION
 EY1118'OF U.S. 64 BUSINESS WITH U.S. 64 BYPASS IN NW TARBORO, PROCEED WEST
 EY1118'ALONG U.S. 64 FOR 3.95 MILES TO STATION ON RIGHT ON 2 FOOT BANK,
 EY1118'AND APPROXIMATELY 80 FEET WEST OF WESTERNMOST OVERHEAD POWER
 EY1118'TRANSMISSION LINES, AND 0.25 MILE EAST OF T-INTERSECTION WITH SR
 EY1118'1217 (S).
 EY1118'
 EY1118'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1118'APPLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1118'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1118'
 EY1118'MARK IS 35.1 FT NNE OF C/L OF U.S. 64
 EY1118'
 EY1118'98.0 FT WSW OF PP (SOUTHERNMOST OF PAIR NUMBERED 2290) WITH
 EY1118'ALUMINUM REF. TAG
 EY1118'
 EY1118'75.0 FT WNW OF PP (SOUTHERNMOST OF PAIR NUMBERED 96-127) WITH
 EY1118'ALUMINUM REF. TAG
 EY1118'
 EY1118'71.5 FT SE OF 30 IN TWIN TRUNK FLOWERING CRABAPPLE TREE WITH
 EY1118'ALUMINUM REF. TAG
 EY1118'
 EY1118'101.0 FT SSE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY1118
 EY1118                          STATION RECOVERY (1976)
 EY1118
 EY1118'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1118'6.0 MI WNW FROM TARBORO.
 EY1118'TO REACH STATION FROM INTERSECTION OF US 64 BUSINESS WITH US 64 BYPASS
 EY1118'IN NORTHWEST TARBORO, PROCEED WEST ALONG US 64 FOR 3.95 MILES TO
 EY1118'STATION ON RIGHT, ON 2 FOOT BANK, AND APPROXIMATELY 80 FEET WEST OF
 EY1118'WESTERNMOST OVERHEAD POWER TRANSMISSION LINES, AND 0.25 MILE EAST OF T
 EY1118'INTERSECTION WITH SR 1217 (S).  35.1 FT. NNE OF CENTERLINE OF US 64,
 EY1118'98.0 FT. WSW OF PP WITH ALUMINUM REF. TAG (SOUTHERNMOST OF PAIR
 EY1118'NUMBERED 2290), 75.0 FT. WNW OF PP WITH ALUMINUM REF. TAG
 EY1118'(SOUTHERNMOST OF PAIR NUMBERED 96727), 71.5 FT. SE OF 30 INCH TWIN
 EY1118'TRUNK FLOWERING CRABAPPLE WITH ALUMINUM REF. TAG AND 101.0 FT. SSE OF
 EY1118'PP WITH TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EY1118'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1118
 EY1118                          STATION RECOVERY (1985)
 EY1118
 EY1118'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY1118'RECOVERED IN GOOD CONDITION.
 EY1118
 EY1118                          STATION RECOVERY (1999)
 EY1118
 EY1118'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1279 ***********************************************************************
 EZ1279  DESIGNATION -  APPLE
 EZ1279  PID         -  EZ1279
 EZ1279  STATE/COUNTY-  NC/LEE
 EZ1279  USGS QUAD   -  COLON (1981)
 EZ1279
 EZ1279                         *CURRENT SURVEY CONTROL
 EZ1279  ___________________________________________________________________
 EZ1279* NAD 83(2001)-  35 36 28.50648(N)    079 07 45.53922(W)     ADJUSTED  
 EZ1279* NAVD 88     -       121.066  (meters)     397.20   (feet)  ADJUSTED  
 EZ1279  ___________________________________________________________________
 EZ1279  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 EZ1279  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EZ1279  DYNAMIC HT  -         120.962 (meters)     396.86  (feet)  COMP
 EZ1279  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 EZ1279
 EZ1279  HORZ ORDER  -  SECOND
 EZ1279  VERT ORDER  -  SECOND    CLASS 0
 EZ1279
 EZ1279.The horizontal coordinates were established by classical geodetic methods
 EZ1279.and adjusted by the National Geodetic Survey in August 2005.
 EZ1279
 EZ1279.The orthometric height was determined by differential leveling
 EZ1279.and adjusted in June 1991.
 EZ1279
 EZ1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1279
 EZ1279.The geoid height was determined by GEOID03.
 EZ1279
 EZ1279.The dynamic height is computed by dividing the NAVD 88
 EZ1279.geopotential number by the normal gravity value computed on the
 EZ1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1279.degrees latitude (g = 980.6199 gals.).
 EZ1279
 EZ1279.The modeled gravity was interpolated from observed gravity values.
 EZ1279
 EZ1279;                    North         East     Units Scale Factor Converg.
 EZ1279;SPC NC       -   206,108.234   597,885.402   MT  0.99989185   -0 04 28.7
 EZ1279;SPC NC       -   676,206.76  1,961,562.36   sFT  0.99989185   -0 04 28.7
 EZ1279;UTM  17      - 3,942,073.149   669,440.643   MT  0.99995380   +1 05 22.0
 EZ1279
 EZ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1279!SPC NC       -   0.99998594  x   0.99989185  =   0.99987779
 EZ1279!UTM  17      -   0.99998594  x   0.99995380  =   0.99993974
 EZ1279
 EZ1279:                Primary Azimuth Mark                     Grid Az
 EZ1279:SPC NC       -  ATKIN                                    045 28 29.8
 EZ1279:UTM  17      -  ATKIN                                    044 18 39.1
 EZ1279
 EZ1279|---------------------------------------------------------------------|
 EZ1279| PID    Reference Object                     Distance      Geod. Az  |
 EZ1279|                                                           dddmmss.s |
 EZ1279| EZ1278 ATKIN                               APPROX. 0.6 KM 0452401.1 |
 EZ1279|---------------------------------------------------------------------|
 EZ1279
 EZ1279                          SUPERSEDED SURVEY CONTROL
 EZ1279
 EZ1279  NAD 83(1986)-  35 36 28.51035(N)    079 07 45.54633(W) AD(       ) 2
 EZ1279  NAD 27      -  35 36 27.97120(N)    079 07 46.48352(W) AD(       ) 2
 EZ1279  NGVD 29 (??/??/92)  121.290  (m)          397.93   (f) ADJ UNCH    2 0
 EZ1279
 EZ1279.Superseded values are not recommended for survey control.
 EZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1279.See file dsdata.txt to determine how the superseded data were derived.
 EZ1279
 EZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6944142073(NAD 83)
 EZ1279_MARKER: DE = TRAVERSE STATION DISK
 EZ1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1279_STAMPING: APPLE 1970
 EZ1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1279+STABILITY: SURFACE MOTION
 EZ1279
 EZ1279  HISTORY     - Date     Condition        Report By
 EZ1279  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1279  HISTORY     - 1971     GOOD             NCGS
 EZ1279
 EZ1279                          STATION DESCRIPTION
 EZ1279
 EZ1279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1279'APPLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1279'VICINITY OF MONCURE, NORTH CAROLINA.
 EZ1279'
 EZ1279'APPLE IS LOCATED APPROXIMATELY 1.2 MILES WEST OF MONCURE.  TO REACH
 EZ1279'STATION PROCEED FROM THE INTERSECTION OF US 1 WITH US 15, US 501 AND
 EZ1279'NC 87 APPROXIMATELY 6 MILES NORTH OF SANFORD, GO NORTHEAST ON US 1
 EZ1279'FOR 5.0 MILES TO SR 1423, CONTINUE NORTHEAST ON US 1 FOR 0.4 MILE
 EZ1279'TO STATION ON THE LEFT, APPROXIMATELY 125 FEET NORTHEAST OF LANE
 EZ1279'LEADING TO THE HOME OF J.P. SMITH.
 EZ1279'
 EZ1279'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED APPLE
 EZ1279'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ1279'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1279'
 EZ1279'MARK IS--
 EZ1279'20.5 FEET NW OF C/L OF US 1.
 EZ1279'43.1 FEET E OF ALUMINUM REF. TAG ON 30 INCH OAK TREE.
 EZ1279'65.6 FEET SW OF 8 INCH APPLE TREE.
 EZ1279'87.2 FEET NNW OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EZ1279
 EZ1279                          STATION RECOVERY (1971)
 EZ1279
 EZ1279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1279'3.2 MI SW FROM MONCURE.
 EZ1279'STATION IS ABOUT 0.4 MI. NE ALONG U.S. 1 FROM INTERSECTION WITH
 EZ1279'SR 1423, 2.2 MI. SW OF JUNCTION OF U.S. 1 AND SR 1435 (OLD U.S.
 EZ1279'1) W OF MONCURE, 20.5 FT NW OF C/L OF U.S. 1, 43.1 FT E OF ALUMINUM
 EZ1279'REF. TAG ON A 30 INCH OAK TREE, 65.6 FT SW OF 8 INCH APPLE TREE,
 EZ1279'AND SET IN TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2212 ***********************************************************************
 FA2212  DESIGNATION -  APPLE
 FA2212  PID         -  FA2212
 FA2212  STATE/COUNTY-  NC/CABARRUS
 FA2212  USGS QUAD   -  CONCORD (1987)
 FA2212
 FA2212                         *CURRENT SURVEY CONTROL
 FA2212  ___________________________________________________________________
 FA2212* NAD 83(2001)-  35 24 20.24069(N)    080 30 21.90259(W)     ADJUSTED  
 FA2212* NAVD 88     -       222.5    (meters)     730.     (feet)  VERTCON   
 FA2212  ___________________________________________________________________
 FA2212  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FA2212  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FA2212  HORZ ORDER  -  SECOND
 FA2212
 FA2212.The horizontal coordinates were established by classical geodetic methods
 FA2212.and adjusted by the National Geodetic Survey in August 2005.
 FA2212
 FA2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2212
 FA2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2212
 FA2212.The geoid height was determined by GEOID03.
 FA2212
 FA2212;                    North         East     Units Scale Factor Converg.
 FA2212;SPC NC       -   184,696.136   472,817.666   MT  0.99987618   -0 52 09.4
 FA2212;SPC NC       -   605,957.24  1,551,235.96   sFT  0.99987618   -0 52 09.4
 FA2212;UTM  17      - 3,918,138.550   544,847.288   MT  0.99962479   +0 17 10.2
 FA2212
 FA2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2212!SPC NC       -   0.99996985  x   0.99987618  =   0.99984603
 FA2212!UTM  17      -   0.99996985  x   0.99962479  =   0.99959465
 FA2212
 FA2212:                Primary Azimuth Mark                     Grid Az
 FA2212:SPC NC       -  ALLMAN                                   140 02 32.0
 FA2212:UTM  17      -  ALLMAN                                   138 53 12.4
 FA2212
 FA2212|---------------------------------------------------------------------|
 FA2212| PID    Reference Object                     Distance      Geod. Az  |
 FA2212|                                                           dddmmss.s |
 FA2212| FA2211 ALLMAN                              APPROX. 0.7 KM 1391022.6 |
 FA2212|---------------------------------------------------------------------|
 FA2212
 FA2212                          SUPERSEDED SURVEY CONTROL
 FA2212
 FA2212  NAD 83(1986)-  35 24 20.25517(N)    080 30 21.90816(W) AD(       ) 2
 FA2212  NAD 27      -  35 24 19.74517(N)    080 30 22.66721(W) AD(       ) 2
 FA2212  NGVD 29 (07/19/86)  222.8    (m)          731.     (f) VERT ANG    3  
 FA2212
 FA2212.Superseded values are not recommended for survey control.
 FA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2212.See file dsdata.txt to determine how the superseded data were derived.
 FA2212
 FA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4484718139(NAD 83)
 FA2212_MARKER: DE = TRAVERSE STATION DISK
 FA2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2212_STAMPING: APPLE 1963
 FA2212_MARK LOGO: NCGS  
 FA2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2212+STABILITY: SURFACE MOTION
 FA2212
 FA2212  HISTORY     - Date     Condition        Report By
 FA2212  HISTORY     - 1963     MONUMENTED       NCGS
 FA2212  HISTORY     - 19981105 MARK NOT FOUND   USPSQD
 FA2212
 FA2212                          STATION DESCRIPTION
 FA2212
 FA2212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2212'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2212'NORTH CAROLINA.  STATION IS 4 MILES ESE OF CONCORD, 1.5 MILES
 FA2212'NW ALONG SR 2411 FROM INTERSECTION WITH NC 49, 0.8 MILES SE
 FA2212'ALONG SR 2411 FROM INTERSECTION WITH NC 73, AND APPROXIMATELY 400
 FA2212'FT FROM SR 2411 ON PROPERTY OF ARTHUR WALTER ON BACK SIDE OF
 FA2212'SMALL SHED.
 FA2212'
 FA2212'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2212'APPLE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2212'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2212'
 FA2212'MARK IS
 FA2212'
 FA2212'18.8 FT FROM NE CORNER OF WELL HOUSE
 FA2212'
 FA2212'11.0 FT FROM SE CORNER OF WELL HOUSE
 FA2212'
 FA2212'41.3 FT FROM NW CORNER OF GRAINERY
 FA2212'
 FA2212'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2212
 FA2212                          STATION RECOVERY (1998)
 FA2212
 FA2212'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3191 ***********************************************************************
 FA3191  DESIGNATION -  APPLE
 FA3191  PID         -  FA3191
 FA3191  STATE/COUNTY-  NC/GASTON
 FA3191  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3191
 FA3191                         *CURRENT SURVEY CONTROL
 FA3191  ___________________________________________________________________
 FA3191* NAD 83(2001)-  35 13 19.35518(N)    081 08 34.07042(W)     ADJUSTED  
 FA3191* NAVD 88     -       226.7    (meters)     744.     (feet)  VERTCON   
 FA3191  ___________________________________________________________________
 FA3191  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 FA3191  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FA3191  HORZ ORDER  -  SECOND
 FA3191
 FA3191.The horizontal coordinates were established by classical geodetic methods
 FA3191.and adjusted by the National Geodetic Survey in August 2005.
 FA3191
 FA3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3191
 FA3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3191
 FA3191.The geoid height was determined by GEOID03.
 FA3191
 FA3191;                    North         East     Units Scale Factor Converg.
 FA3191;SPC NC       -   165,398.754   414,559.037   MT  0.99987273   -1 14 12.3
 FA3191;SPC NC       -   542,645.75  1,360,099.11   sFT  0.99987273   -1 14 12.3
 FA3191;UTM  17      - 3,897,676.592   487,004.800   MT  0.99960208   -0 04 56.5
 FA3191
 FA3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3191!SPC NC       -   0.99996930  x   0.99987273  =   0.99984204
 FA3191!UTM  17      -   0.99996930  x   0.99960208  =   0.99957140
 FA3191
 FA3191:                Primary Azimuth Mark                     Grid Az
 FA3191:SPC NC       -  MARY                                     046 03 11.1
 FA3191:UTM  17      -  MARY                                     044 53 55.3
 FA3191
 FA3191|---------------------------------------------------------------------|
 FA3191| PID    Reference Object                     Distance      Geod. Az  |
 FA3191|                                                           dddmmss.s |
 FA3191| FA3211 MARY                                403.828 METERS 0444858.8 |
 FA3191| FA3204 HARRIS                              APPROX. 0.9 KM 2734103.8 |
 FA3191|---------------------------------------------------------------------|
 FA3191
 FA3191                          SUPERSEDED SURVEY CONTROL
 FA3191
 FA3191  NAD 83(1986)-  35 13 19.37195(N)    081 08 34.07507(W) AD(       ) 2
 FA3191  NAD 27      -  35 13 18.87110(N)    081 08 34.80582(W) AD(       ) 2
 FA3191  NGVD 29 (07/19/86)  226.9    (m)          744.     (f) VERT ANG    3  
 FA3191
 FA3191.Superseded values are not recommended for survey control.
 FA3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3191.See file dsdata.txt to determine how the superseded data were derived.
 FA3191
 FA3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8700597677(NAD 83)
 FA3191_MARKER: DE = TRAVERSE STATION DISK
 FA3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3191_STAMPING: APPLE 1964
 FA3191_MARK LOGO: NVGS  
 FA3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3191+STABILITY: SURFACE MOTION
 FA3191
 FA3191  HISTORY     - Date     Condition        Report By
 FA3191  HISTORY     - 1964     MONUMENTED       NCGS
 FA3191  HISTORY     - 1984     GOOD             USPSQD
 FA3191  HISTORY     - 19940520 MARK NOT FOUND   USPSQD
 FA3191  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 FA3191
 FA3191                          STATION DESCRIPTION
 FA3191
 FA3191'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3191'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3191'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3191'
 FA3191'APPLE IS 3.6 MILES SOUTHEAST OF GASTONIA.  LOCATED ALONG
 FA3191'SR 2446 1.4 MILES EAST OF NC 274.  1.85 MILES SOUTH OF NEW
 FA3191'HOPE RD..  AND ON THE SOUTHEAST SIDE OF SR 2446 ON CURVE OF
 FA3191'ROAD.
 FA3191'
 FA3191'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3191'APPLE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3191'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3191'
 FA3191'MARK IS 15.4 FT E OF C/L OF SR 2446
 FA3191'
 FA3191'38.3 FT NE OF ALUMINUM REF. TAG IN TP 29
 FA3191'
 FA3191'37.1 FT W OF 14 INCH APPLE TREE
 FA3191
 FA3191                          STATION RECOVERY (1984)
 FA3191
 FA3191'RECOVERY NOTE BY US POWER SQUADRON 1984 (MLM)
 FA3191'APPLE 1964 FOUND GOOD.
 FA3191'
 FA3191'RECOVERED AS DESCRIBED EXCEPT APPLE TREE GONE - MARKER ACROSS ROAD
 FA3191'FROM 1562 HOFFMAN RD.
 FA3191
 FA3191                          STATION RECOVERY (1994)
 FA3191
 FA3191'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA3191'MARK NOT FOUND.
 FA3191
 FA3191                          STATION RECOVERY (1999)
 FA3191
 FA3191'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3530 ***********************************************************************
 FA3530  DESIGNATION -  APPLE
 FA3530  PID         -  FA3530
 FA3530  STATE/COUNTY-  NC/MCDOWELL
 FA3530  USGS QUAD   -  DYSARTSVILLE (1993)
 FA3530
 FA3530                         *CURRENT SURVEY CONTROL
 FA3530  ___________________________________________________________________
 FA3530* NAD 83(2007)-  35 35 11.66599(N)    081 50 06.50344(W)     ADJUSTED  
 FA3530* NAVD 88     -       386.70   (meters)    1268.7    (feet)  LEVELING  
 FA3530  ___________________________________________________________________
 FA3530  EPOCH DATE  -        2002.00
 FA3530  X           -     737,536.041 (meters)                     COMP
 FA3530  Y           -  -5,140,476.007 (meters)                     COMP
 FA3530  Z           -   3,691,190.141 (meters)                     COMP
 FA3530  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FA3530  ELLIP HEIGHT-         354.779 (meters)          (02/10/07) ADJUSTED
 FA3530  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FA3530
 FA3530  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3530  Type    PID    Designation                      North   East  Ellip
 FA3530  -------------------------------------------------------------------
 FA3530  NETWORK FA3530 APPLE                             0.27   0.24   0.76
 FA3530  -------------------------------------------------------------------
 FA3530  VERT ORDER  -  THIRD ?
 FA3530
 FA3530.The horizontal coordinates were established by GPS observations
 FA3530.and adjusted by the National Geodetic Survey in February 2007.
 FA3530
 FA3530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3530.The horizontal coordinates are valid at the epoch date displayed above.
 FA3530.The epoch date for horizontal control is a decimal equivalence
 FA3530.of Year/Month/Day.
 FA3530
 FA3530.The orthometric height was determined by differential leveling.
 FA3530.The vertical network tie was performed by a horz. field party for horz.
 FA3530.obs reductions. Reset procedures were used to establish the elevation.
 FA3530
 FA3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3530
 FA3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3530
 FA3530.The ellipsoidal height was determined by GPS observations
 FA3530.and is referenced to NAD 83.
 FA3530
 FA3530.The geoid height was determined by GEOID03.
 FA3530
 FA3530;                    North         East     Units Scale Factor Converg.
 FA3530;SPC NC       -   207,401.279   352,710.299   MT  0.99988961   -1 38 10.9
 FA3530;SPC NC       -   680,449.03  1,157,183.71   sFT  0.99988961   -1 38 10.9
 FA3530;UTM  17      - 3,938,415.935   424,339.063   MT  0.99967054   -0 29 09.7
 FA3530
 FA3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3530!SPC NC       -   0.99994432  x   0.99988961  =   0.99983393
 FA3530!UTM  17      -   0.99994432  x   0.99967054  =   0.99961488
 FA3530
 FA3530:                Primary Azimuth Mark                     Grid Az
 FA3530:SPC NC       -  HUNTSVILLE                               287 21 30.9
 FA3530:UTM  17      -  HUNTSVILLE                               286 12 29.7
 FA3530
 FA3530|---------------------------------------------------------------------|
 FA3530| PID    Reference Object                     Distance      Geod. Az  |
 FA3530|                                                           dddmmss.s |
 FA3530| FA3534 HUNTSVILLE                          APPROX. 9.5 KM 2854320.0 |
 FA3530|---------------------------------------------------------------------|
 FA3530
 FA3530                          SUPERSEDED SURVEY CONTROL
 FA3530
 FA3530  NAD 83(2001)-  35 35 11.66607(N)    081 50 06.50336(W) AD(       ) 1
 FA3530  ELLIP H (03/13/03)  354.788  (m)                       GP(       ) 4 2
 FA3530  NAD 83(1995)-  35 35 11.66605(N)    081 50 06.50278(W) AD(       ) 1
 FA3530  NAD 83(1986)-  35 35 11.67624(N)    081 50 06.50434(W) AD(       ) 1
 FA3530  NAD 83(1986)-  35 35 11.67663(N)    081 50 06.50437(W) AD(       ) 2
 FA3530  NAD 27      -  35 35 11.21810(N)    081 50 07.14476(W) AD(       ) 2
 FA3530  NGVD 29 (05/27/98)  386.85   (m)         1269.2    (f) LEVELING    3  
 FA3530
 FA3530.Superseded values are not recommended for survey control.
 FA3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3530.See file dsdata.txt to determine how the superseded data were derived.
 FA3530
 FA3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2433938416(NAD 83)
 FA3530_MARKER: DE = TRAVERSE STATION DISK
 FA3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3530_STAMPING: APPLE 1975
 FA3530_MARK LOGO: NCGS  
 FA3530_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3530+STABILITY: SURFACE MOTION
 FA3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3530+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1997
 FA3530
 FA3530  HISTORY     - Date     Condition        Report By
 FA3530  HISTORY     - 1975     MONUMENTED       NCGS
 FA3530  HISTORY     - 19830101 GOOD             NCGS
 FA3530  HISTORY     - 1987     GOOD             USPSQD
 FA3530  HISTORY     - 19890405 GOOD             NCGS
 FA3530  HISTORY     - 19971117 GOOD             NCGS
 FA3530
 FA3530                          STATION DESCRIPTION
 FA3530
 FA3530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3530'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3530'THE VICINITY OF THE COMMUNITY OF DYSARTSVILLE, NORTH CAROLINA.
 FA3530'
 FA3530'APPLE IS LOCATED APPROXIMATELY 2.2 MILES ESE OF DYSARTSVILLE
 FA3530'COMMUNITY, 13.6 MILES SW OF MORGANTON (BURKE COUNTY), AND 10.1 MILES
 FA3530'SOUTH OF GLEN ALPINE (BURKE COUNTY).  TO REACH STATION FROM THE U.S.
 FA3530'64 UNDERPASS OF NC 226 IN SE MC DOWELL COUNTY, PROCEED NE ALONG U.S.
 FA3530'64 FOR 1.15 MILES TO STATION ON RIGHT, AND 15 MILE NE OF
 FA3530'T-INTERSECTION WITH SR 1773 (NW).
 FA3530'
 FA3530'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED APPLE
 FA3530'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA3530'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3530'
 FA3530'MARK IS 16.4 FT SE OF C/L OF U.S. 64
 FA3530'
 FA3530'97.0 FT SW OF C/L OF DRIVEWAY
 FA3530'
 FA3530'55.3 FT ESE OF A BARB WIRE FENCE POST WITH ALUMINUM REF. TAG
 FA3530'
 FA3530'46.9 FT SSE OF 20 IN RED OAK WITH ALUMINUM REF. TAG
 FA3530
 FA3530                          STATION RECOVERY (1983)
 FA3530
 FA3530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA3530'RECOVERED AS DESCRIBED.
 FA3530
 FA3530                          STATION RECOVERY (1987)
 FA3530
 FA3530'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA3530'RECOVERED IN GOOD CONDITION.
 FA3530
 FA3530                          STATION RECOVERY (1989)
 FA3530
 FA3530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (PAC)
 FA3530'RECOVERED AS DESCRIBED.
 FA3530
 FA3530                          STATION RECOVERY (1997)
 FA3530
 FA3530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3694 ***********************************************************************
 EZ3694  DESIGNATION -  APPLE
 EZ3694  PID         -  EZ3694
 EZ3694  STATE/COUNTY-  NC/MOORE
 EZ3694  USGS QUAD   -  WEST END (1982)
 EZ3694
 EZ3694                         *CURRENT SURVEY CONTROL
 EZ3694  ___________________________________________________________________
 EZ3694* NAD 83(2001)-  35 14 27.48896(N)    079 33 40.85375(W)     ADJUSTED  
 EZ3694* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 EZ3694  ___________________________________________________________________
 EZ3694  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 EZ3694  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EZ3694  HORZ ORDER  -  SECOND
 EZ3694
 EZ3694.The horizontal coordinates were established by classical geodetic methods
 EZ3694.and adjusted by the National Geodetic Survey in August 2005.
 EZ3694
 EZ3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3694
 EZ3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3694
 EZ3694.The geoid height was determined by GEOID03.
 EZ3694
 EZ3694;                    North         East     Units Scale Factor Converg.
 EZ3694;SPC NC       -   165,537.551   558,514.228   MT  0.99987261   -0 19 26.4
 EZ3694;SPC NC       -   543,101.12  1,832,392.10   sFT  0.99987261   -0 19 26.4
 EZ3694;UTM  17      - 3,900,714.530   630,897.965   MT  0.99981116   +0 49 48.9
 EZ3694
 EZ3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3694!SPC NC       -   0.99997655  x   0.99987261  =   0.99984916
 EZ3694!UTM  17      -   0.99997655  x   0.99981116  =   0.99978771
 EZ3694
 EZ3694:                Primary Azimuth Mark                     Grid Az
 EZ3694:SPC NC       -  SANDHILL                                 258 49 18.0
 EZ3694:UTM  17      -  SANDHILL                                 257 40 02.7
 EZ3694
 EZ3694|---------------------------------------------------------------------|
 EZ3694| PID    Reference Object                     Distance      Geod. Az  |
 EZ3694|                                                           dddmmss.s |
 EZ3694| EZ3692 SANDHILL                            APPROX. 0.6 KM 2582951.6 |
 EZ3694|---------------------------------------------------------------------|
 EZ3694
 EZ3694                          SUPERSEDED SURVEY CONTROL
 EZ3694
 EZ3694  NAD 83(1986)-  35 14 27.49351(N)    079 33 40.86465(W) AD(       ) 2
 EZ3694  NAD 27      -  35 14 26.93457(N)    079 33 41.75333(W) AD(       ) 2
 EZ3694  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG    3  
 EZ3694
 EZ3694.Superseded values are not recommended for survey control.
 EZ3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3694.See file dsdata.txt to determine how the superseded data were derived.
 EZ3694
 EZ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3089800715(NAD 83)
 EZ3694_MARKER: DE = TRAVERSE STATION DISK
 EZ3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3694_STAMPING: APPLE 1972
 EZ3694_MARK LOGO: NCGS  
 EZ3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3694+STABILITY: SURFACE MOTION
 EZ3694
 EZ3694  HISTORY     - Date     Condition        Report By
 EZ3694  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3694
 EZ3694                          STATION DESCRIPTION
 EZ3694
 EZ3694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3694'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3694'VICINITY OF WEST END, NORTH CAROLINA.
 EZ3694'
 EZ3694'APPLE IS LOCATED APPROXIMATELY 0.3 MILE ENE OF THE COMMUNITY OF WEST
 EZ3694'END AND 6.1 MILES WNW OF PINEHURST. TO REACH STATION FROM THE NORTH
 EZ3694'INTERSECTION OF NC 211 AND NC 73 IN WEST END, PROCEED ENE ALONG NC
 EZ3694'73 FOR 0.3 MILE TO STATION ON RIGHT SHOULDER, 0.1 MILE EAST OF
 EZ3694'INTERSECTION WITH SR 1232 (S), IN CURVE, AND WEST OF
 EZ3694'INTERSECTION OF NC 73 WITH DRIVEWAYS (N AND S).
 EZ3694'
 EZ3694'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED APPLE
 EZ3694'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 EZ3694'INCHES BELOW THE GROUND.
 EZ3694'
 EZ3694'MARK IS
 EZ3694'16.4 FEET SSE OF C/L OF NC 73.
 EZ3694'53.3 FEET SW OF PROJECTION OF C/L OF DIRT LANE SOUTH.
 EZ3694'40.8 FEET ESE OF 10 INCH CATAWBA TREE WITH ALUMINUM REF. TAG.
 EZ3694'23.1 FEET WNW OF GUY POLE WITH ALUMINUM REF. TAG.
 EZ3694'108.0 FEET SW OF PP NO. 178 WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3079 ***********************************************************************
 EY3079  DESIGNATION -  APPLE
 EY3079  PID         -  EY3079
 EY3079  STATE/COUNTY-  NC/NASH
 EY3079  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3079
 EY3079                         *CURRENT SURVEY CONTROL
 EY3079  ___________________________________________________________________
 EY3079* NAD 83(2001)-  35 57 30.69216(N)    077 52 22.58429(W)     ADJUSTED  
 EY3079* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 EY3079  ___________________________________________________________________
 EY3079  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 EY3079  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EY3079  HORZ ORDER  -  SECOND
 EY3079
 EY3079.The horizontal coordinates were established by classical geodetic methods
 EY3079.and adjusted by the National Geodetic Survey in August 2005.
 EY3079
 EY3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3079
 EY3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3079
 EY3079.The geoid height was determined by GEOID03.
 EY3079
 EY3079;                    North         East     Units Scale Factor Converg.
 EY3079;SPC NC       -   245,576.122   711,266.866   MT  0.99994855   +0 39 01.8
 EY3079;SPC NC       -   805,694.33  2,333,548.04   sFT  0.99994855   +0 39 01.8
 EY3079;UTM  18      - 3,983,164.634   240,899.245   MT  1.00042730   -1 41 16.5
 EY3079
 EY3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3079!SPC NC       -   0.99999850  x   0.99994855  =   0.99994705
 EY3079!UTM  18      -   0.99999850  x   1.00042730  =   1.00042580
 EY3079
 EY3079:                Primary Azimuth Mark                     Grid Az
 EY3079:SPC NC       -  EASONBURG                                012 05 30.5
 EY3079:UTM  18      -  EASONBURG                                014 25 48.8
 EY3079
 EY3079|---------------------------------------------------------------------|
 EY3079| PID    Reference Object                     Distance      Geod. Az  |
 EY3079|                                                           dddmmss.s |
 EY3079| EY3085 EASONBURG                           APPROX. 0.8 KM 0124432.3 |
 EY3079|---------------------------------------------------------------------|
 EY3079
 EY3079                          SUPERSEDED SURVEY CONTROL
 EY3079
 EY3079  NAD 83(1986)-  35 57 30.70351(N)    077 52 22.59357(W) AD(       ) 2
 EY3079  NAD 27      -  35 57 30.14149(N)    077 52 23.66498(W) AD(       ) 2
 EY3079  NGVD 29 (07/19/86)   44.6    (m)          146.     (f) VERT ANG    3  
 EY3079
 EY3079.Superseded values are not recommended for survey control.
 EY3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3079.See file dsdata.txt to determine how the superseded data were derived.
 EY3079
 EY3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4089983165(NAD 83)
 EY3079_MARKER: DE = TRAVERSE STATION DISK
 EY3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3079_STAMPING: APPLE 1963
 EY3079_MARK LOGO: NCGS  
 EY3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3079+STABILITY: SURFACE MOTION
 EY3079
 EY3079  HISTORY     - Date     Condition        Report By
 EY3079  HISTORY     - 1963     MONUMENTED       NCGS
 EY3079  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EY3079  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 EY3079
 EY3079                          STATION DESCRIPTION
 EY3079
 EY3079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3079'APPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY3079'THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3079'
 EY3079'APPLE IS 4.6 MILES W OF THE CENTER OF ROCKY MOUNT, 0.5 MILES
 EY3079'S ALONG SR 1544 FROM OLD U.S. 64 AT EASONS CROSS ROADS ON W SIDE OF
 EY3079'SR 1544 AND ABOUT 200 FT W ALONG TRACKS, AND N OF ACL RR TRACKS TO
 EY3079'NASHVILLE.
 EY3079'
 EY3079'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3079'APPLE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY3079'IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EY3079'
 EY3079'MARK IS
 EY3079'
 EY3079'21.3 FT N OF N RAIL
 EY3079'
 EY3079'37.8 FT SW OF 3 LEAD NAILS IN APPLE TREE
 EY3079'
 EY3079'45.5 FT N OF 3 LEAD NAILS IN POLE
 EY3079'
 EY3079'200.0 FT W OF SR 1544
 EY3079'
 EY3079'200.0 FT SW OF HOUSE
 EY3079
 EY3079                          STATION RECOVERY (1983)
 EY3079
 EY3079'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 EY3079'STATION HAS BEEN DESTROYED.  DISK WAS REMOVED AT THIS TIME.
 EY3079
 EY3079                          STATION RECOVERY (2004)
 EY3079
 EY3079'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMZ)
 EY3079'RECOVERED BY ROCKY MOUNT USPS (SMZ)POSSIBLY PAVED OVER, BURRIED BEYOND
 EY3079'RECOVERY WITH NEW ROAD WORK AND HOUSING DEVELOPEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1946 ***********************************************************************
 FZ1946  DESIGNATION -  APPLE
 FZ1946  PID         -  FZ1946
 FZ1946  STATE/COUNTY-  NC/WILKES
 FZ1946  USGS QUAD   -  MC GRADY (1984)
 FZ1946
 FZ1946                         *CURRENT SURVEY CONTROL
 FZ1946  ___________________________________________________________________
 FZ1946* NAD 83(2001)-  36 18 03.74385(N)    081 10 42.09778(W)     ADJUSTED  
 FZ1946* NAVD 88     -       701.6    (meters)    2302.     (feet)  VERTCON   
 FZ1946  ___________________________________________________________________
 FZ1946  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 FZ1946  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FZ1946  HORZ ORDER  -  SECOND
 FZ1946
 FZ1946.The horizontal coordinates were established by classical geodetic methods
 FZ1946.and adjusted by the National Geodetic Survey in August 2005.
 FZ1946
 FZ1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1946
 FZ1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1946
 FZ1946.The geoid height was determined by GEOID03.
 FZ1946
 FZ1946;                    North         East     Units Scale Factor Converg.
 FZ1946;SPC NC       -   285,151.294   413,949.212   MT  1.00004027   -1 15 26.2
 FZ1946;SPC NC       -   935,533.87  1,358,098.37   sFT  1.00004027   -1 15 26.2
 FZ1946;UTM  17      - 4,017,353.782   483,986.102   MT  0.99960316   -0 06 20.1
 FZ1946
 FZ1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1946!SPC NC       -   0.99989503  x   1.00004027  =   0.99993530
 FZ1946!UTM  17      -   0.99989503  x   0.99960316  =   0.99949823
 FZ1946
 FZ1946|---------------------------------------------------------------------|
 FZ1946| PID    Reference Object                     Distance      Geod. Az  |
 FZ1946|                                                           dddmmss.s |
 FZ1946| FZ2225 APPLE RM 1                           20.136 METERS 00809     |
 FZ1946| FZ2224 APPLE AZ MK                                        0605553.5 |
 FZ1946| FZ2631 APPLE HUB A                          49.079 METERS 13547     |
 FZ1946| FZ2226 APPLE RM 2                           21.401 METERS 28650     |
 FZ1946|---------------------------------------------------------------------|
 FZ1946
 FZ1946                          SUPERSEDED SURVEY CONTROL
 FZ1946
 FZ1946  NAD 83(1995)-  36 18 03.74530(N)    081 10 42.09926(W) AD(       ) 2
 FZ1946  NAD 83(1993)-  36 18 03.74905(N)    081 10 42.10384(W) AD(       ) 2
 FZ1946  NAD 83(1986)-  36 18 03.75311(N)    081 10 42.10513(W) AD(       ) 2
 FZ1946  NAD 83(1986)-  36 18 03.75346(N)    081 10 42.10829(W) AD(       ) 2
 FZ1946  NAD 27      -  36 18 03.28000(N)    081 10 42.79800(W) AD(       ) 2
 FZ1946  NGVD 29 (11/18/93)  701.7    (m)         2302.     (f) GPS OBS     3  
 FZ1946
 FZ1946.Superseded values are not recommended for survey control.
 FZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1946.See file dsdata.txt to determine how the superseded data were derived.
 FZ1946
 FZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8398617354(NAD 83)
 FZ1946_MARKER: DE = TRAVERSE STATION DISK
 FZ1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1946_SP_SET: SQUARE CONCRETE MONUMENT
 FZ1946_STAMPING: APPLE 1954
 FZ1946_MARK LOGO: CGS   
 FZ1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1946+STABILITY: SURFACE MOTION
 FZ1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1946+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 FZ1946
 FZ1946  HISTORY     - Date     Condition        Report By
 FZ1946  HISTORY     - 1954     MONUMENTED       CGS
 FZ1946  HISTORY     - 1954     GOOD             CGS
 FZ1946  HISTORY     - 1981     GOOD             NCGS
 FZ1946  HISTORY     - 19920623 GOOD             NCGS
 FZ1946
 FZ1946                          STATION DESCRIPTION
 FZ1946
 FZ1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1946'STATION IS LOCATED ABOUT 11 MILES NORTH OF NORTH WILKESBORO
 FZ1946'AND 5 MILES NORTHWEST OF HAYS AT THE SOUTH EDGE OF AN APPLE
 FZ1946'ORCHARD ON THE HIGHEST HILL IN THE VICINITY AND IS ON
 FZ1946'PROPERTY OWNED BY MR. P.E. BROWN.  THE STATION IS IN A BRUSHY
 FZ1946'AREA ABOUT 60 FEET SOUTH OF THE SOUTHERMOST ROW OF APPLE TREES
 FZ1946'AND IS 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 FZ1946'FLUSH AND THE DISK IS STAMPED APPLE 1954.
 FZ1946'
 FZ1946'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A SMALL APPLE TREE
 FZ1946'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS
 FZ1946'FLUSH AND THE DISK IS STAMPED APPLE NO 1 1954.
 FZ1946'
 FZ1946'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHEAST OF A SMALL APPLE TREE
 FZ1946'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.  THE MARK IS
 FZ1946'FLUSH AND THE DISK IS STAMPED APPLE NO 2 1954.
 FZ1946'
 FZ1946'AZIMUTH MARK IS 14 FEET EAST OF THE CENTER OF A DIRT ROAD, 5
 FZ1946'FEET NORTHEAST OF A FENCE CORNER AND 3 FEET NORTH OF A WHITE
 FZ1946'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FZ1946'IS STAMPED APPLE 1954.
 FZ1946'
 FZ1946'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 FZ1946'AND 268 ABOUT 2 MILES NORTHEAST OF NORTH WILKESBORO, GO
 FZ1946'NORTHWEST ON HIGHWAY 18 FOR 5.0 MILES TO A SIDE ROAD RIGHT,
 FZ1946'THIS IS 0.2 MILE AFTER PASSING A LARGE BRICK SCHOOL ON THE
 FZ1946'LEFT, TURN RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 1.9 MILES
 FZ1946'TO FORK AND STORE ON LEFT, CONTINUE ON GRAVEL ROAD FOR 0.6
 FZ1946'MILE TO A T INTERSECTION, TURN LEFT AND FOLLOW MAIN GRAVEL
 FZ1946'ROAD FOR 0.8 MILE TO A ROAD FORK, TURN LEFT AND GO 0.1 MILE
 FZ1946'TO ANOTHER FORK AND STORE ON THE RIGHT, TURN RIGHT AND FOLLOW
 FZ1946'GRAVEL ROAD NORTHERLY FOR 1.1 MILES TO A SIDE ROAD LEFT AT A
 FZ1946'CURVE AT TOP OF HILL, TURN LEFT AND GO NORTHERLY FOR 2.2
 FZ1946'MILES ON DIRT ROAD TO A CROSSROAD ON SIDE OF HILL AND A HOUSE
 FZ1946'AND BARN ABOUT 100 YARDS TO THE LEFT, TURN RIGHT AND GO
 FZ1946'NORTHERLY ON DIRT ROAD ON SIDE OF HILL FOR 0.1 MILE TO A
 FZ1946'SIDE ROAD LEFT(*) TURN LEFT UP STEEP HILL AND GO
 FZ1946'NORTHWESTERLY FOR 0.1 MILE ALONG SOUTH SIDE OF LARGE APPLE
 FZ1946'ORCHARD TO HIGHEST POINT OF HILL AND STATION.
 FZ1946'
 FZ1946'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE ON
 FZ1946'DIRT ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 FZ1946'
 FZ1946'FOUR WHEEL DRIVE NEEDED IN WET WEATHER.
 FZ1946'
 FZ1946'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 FZ1946
 FZ1946                          STATION RECOVERY (1954)
 FZ1946
 FZ1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FZ1946'RECOVERED IN GOOD CONDITION.
 FZ1946
 FZ1946                          STATION RECOVERY (1981)
 FZ1946
 FZ1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ1946'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1946'ALL MARKS ARE IN GOOD CONDITION AS DESCRIBED, A COMPLETE NEW
 FZ1946'DESCRIPTION FOLLOWS.
 FZ1946'
 FZ1946'THE STATION IS LOCATED ABOUT 10.6 MILES NORTH OF NORTH WILKESBORO
 FZ1946'AND 3.4 MILES SOUTHEAST OF MCGRADY.
 FZ1946'
 FZ1946'TO REACH THE STATION FROM THE INTERSECTION OF NC 268 AND NC 18 (IN
 FZ1946'NORTH WILKSBORO), PROCEED NORTHWEST ALONG NC 18 FOR 4.75 MILES TO
 FZ1946'SR 1717 ON THE RIGHT, THENCE NORTHEAST ALONG SR 1717 FOR 1.35 MILES
 FZ1946'TO SR 1703 ON LEFT, THENCE NORTH ALONG SR 1703 FOR 1.85 MILES TO
 FZ1946'GAP AND DIRT ROAD LEFT, THENCE NORTHWEST ALONG DIRT ROAD THROUGH
 FZ1946'GATE FOR 0.6 MILE TO A FORK, THENCE NORTHWEST ALONG LEFT FORK FOR
 FZ1946'0.45 MILE TO A FORK, THENCE NORTH ALONG RIGHT FORK FOR 0.8 MILE TO
 FZ1946'A FORK, THENCE NORTHERNLY ALONG RIGHT FORK FOR 0.15 MI TO A SIDE ROAD
 FZ1946'LEFT, THENCE WESTERLY ALONG SIDE ROAD UP A STEEP HILL FOR 0.15 MILE
 FZ1946'TO THE HIGHEST POINT AND STATION IN EDGE OF WOODS LINE.
 FZ1946'
 FZ1946'THE STATION IS A STANDARD NGS STATION STAMPED---APPLE 1954---,
 FZ1946'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FZ1946'LOCATED 27.3 FEET NORTH-NORTHWEST OF 10 INCH TWIN POPLAR,
 FZ1946'8.0 FEET WEST OF 4 INCH TWIN DOGWOOD,
 FZ1946'12.1 FEET SOUTH-SOUTHEAST OF 6 INCH LOCUST AND
 FZ1946'30.2 FEET EAST OF 16 INCH TWIN POPLAR ALL WITH REFERENCE TAGS.
 FZ1946'
 FZ1946'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 FZ1946'STAMPED---APPLE NO 2 1954---,
 FZ1946'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1946'PROJECTING 4 INCHES ABOVE THE GROUND.
 FZ1946'
 FZ1946'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 FZ1946'STAMPED---APPLE NO 1 1954---,
 FZ1946'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 FZ1946'
 FZ1946'TO THE REACH THE AZIMUTH MARK FROM STATION--APPLE 1954--, PROCEED
 FZ1946'0.15 MILE BACK DOWN TO LAST FORK SOUTHEAST OF MAIN STATION, THENCE
 FZ1946'NORTHERNLY ALONG DIRT ROAD FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT
 FZ1946'NEAR A FENCE CORNER.
 FZ1946'THE STATION IS A STANDARD NGS AZIMUTH MARK STAMPED---APPLE 1954---,
 FZ1946'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES
 FZ1946'ABOVE THE GROUND. LOCATED
 FZ1946'14.0 FEET EAST OF CENTERLINE OF DIRT ROAD AND 5.0 FEET NORTHEAST OF
 FZ1946'FENCE CORNER.
 FZ1946'
 FZ1946'THE LINE OF SIGHT TO AZIMUTH IS BLOCKED. ALL THE APPLE TREES HAVE
 FZ1946'BEEN CUT DOWN.
 FZ1946
 FZ1946                          STATION RECOVERY (1992)
 FZ1946
 FZ1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3198 ***********************************************************************
 EZ3198  DESIGNATION -  APPLE
 EZ3198  PID         -  EZ3198
 EZ3198  STATE/COUNTY-  NC/MONTGOMERY
 EZ3198  USGS QUAD   -  STAR (1994)
 EZ3198
 EZ3198                         *CURRENT SURVEY CONTROL
 EZ3198  ___________________________________________________________________
 EZ3198* NAD 83(2001)-  35 24 44.17409(N)    079 52 22.65074(W)     ADJUSTED  
 EZ3198* NAVD 88     -       201.898  (meters)     662.39   (feet)  ADJUSTED  
 EZ3198  ___________________________________________________________________
 EZ3198  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EZ3198  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EZ3198  DYNAMIC HT  -         201.718 (meters)     661.80  (feet)  COMP
 EZ3198  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 EZ3198
 EZ3198  HORZ ORDER  -  SECOND
 EZ3198  VERT ORDER  -  SECOND    CLASS II
 EZ3198
 EZ3198.The horizontal coordinates were established by classical geodetic methods
 EZ3198.and adjusted by the National Geodetic Survey in August 2005.
 EZ3198
 EZ3198.The orthometric height was determined by differential leveling
 EZ3198.and adjusted in June 1991.
 EZ3198
 EZ3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3198
 EZ3198.The geoid height was determined by GEOID03.
 EZ3198
 EZ3198.The dynamic height is computed by dividing the NAVD 88
 EZ3198.geopotential number by the normal gravity value computed on the
 EZ3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3198.degrees latitude (g = 980.6199 gals.).
 EZ3198
 EZ3198.The modeled gravity was interpolated from observed gravity values.
 EZ3198
 EZ3198;                    North         East     Units Scale Factor Converg.
 EZ3198;SPC NC       -   184,744.595   530,323.012   MT  0.99987650   -0 30 13.8
 EZ3198;SPC NC       -   606,116.23  1,739,901.42   sFT  0.99987650   -0 30 13.8
 EZ3198;UTM  17      - 3,919,347.087   602,328.090   MT  0.99972904   +0 39 11.3
 EZ3198
 EZ3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3198!SPC NC       -   0.99997309  x   0.99987650  =   0.99984960
 EZ3198!UTM  17      -   0.99997309  x   0.99972904  =   0.99970214
 EZ3198
 EZ3198                          SUPERSEDED SURVEY CONTROL
 EZ3198
 EZ3198  NAD 83(1986)-  35 24 44.18246(N)    079 52 22.66230(W) AD(       ) 2
 EZ3198  NGVD 29 (02/14/91)  202.14   (m)          663.2    (f) LEVELING    3  
 EZ3198
 EZ3198.Superseded values are not recommended for survey control.
 EZ3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3198.See file dsdata.txt to determine how the superseded data were derived.
 EZ3198
 EZ3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0232819347(NAD 83)
 EZ3198_MARKER: DE = TRAVERSE STATION DISK
 EZ3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3198_SP_SET: CONCRETE POST
 EZ3198_STAMPING: APPLE 1981
 EZ3198_MARK LOGO: NCGS  
 EZ3198_PROJECTION: FLUSH
 EZ3198_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3198+STABILITY: SURFACE MOTION
 EZ3198
 EZ3198  HISTORY     - Date     Condition        Report By
 EZ3198  HISTORY     - 1981     MONUMENTED       NCGS
 EZ3198  HISTORY     - 1981     GOOD             NCGS
 EZ3198
 EZ3198                          STATION DESCRIPTION
 EZ3198
 EZ3198'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3198'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES NORTH-NORTHEAST OF TROY
 EZ3198'AND APPROXIMATELY 5.0 MILES WEST OF STAR.
 EZ3198'
 EZ3198'TO REACH THE STATION FROM THE INTERSECTION OF NC 134 AND NC 24-NC 27
 EZ3198'IN TROY, PROCEED NORTH ALONG NC 134 FOR 4.2 MILES OR 1.05 MILES SOUTH
 EZ3198'OF THE INTERSECTION WITH SR 1315, ON THE EAST SIDE OF HIGHWAY, AT THE
 EZ3198'SOUTHWEST CORNER OF THE YARD OF AN OLD 1 STORY HOUSE.
 EZ3198'
 EZ3198'STATION MARK IS A STANDARD DISK STAMPED---APPLE 1981---SET IN THE TOP
 EZ3198'OF A 10 INCH CONCRETE CYLINDER, WHICH FLUSH WITH THE SURFACE OF THE
 EZ3198'GROUND AND ABOUT 20 FEET ABOVE THE HIGHWAY. MARK IS 78.0 FEET EAST OF
 EZ3198'THE CENTERLINE OF HIGHWAY, 12.0 FEET EAST OF 10 INCH APPLE TREE, 12.1
 EZ3198'FEET NORTHEAST OF POWER POLE (20 15 80) WITH A REFERENCE TAG AND 67.1
 EZ3198'FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE.
 EZ3198
 EZ3198                          STATION RECOVERY (1981)
 EZ3198
 EZ3198'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3198'3.8 MI NNE FROM TROY.
 EZ3198'4.2 MILES NORTH ALONG NC 134 FROM THE INTERSECTION WITH NC 24-NC 27
 EZ3198'IN TROY, OR 1.05 MILES SOUTH OF THE INTERSECTION WITH SR 1315, ON THE
 EZ3198'EAST SIDE OF HIGHWAY, AT THE SOUTHWEST CORNER OF THE YARD OF AN OLD
 EZ3198'ONE STORY HOUSE, 78.0 FEET EAST OF CENTERLINE OF HIGHWAY, 12.O FEET
 EZ3198'EAST OF 10 INCH APPLE AND 12.1 FEET NORTHEAST OF POWER POLE
 EZ3198'(20/15/80) WITH A REFERENCE TAG AND 67.1 FEET SOUTHWEST OF SOUTHWEST
 EZ3198'CORNER OF HOUSE.
 EZ3198'THE MARK IS 20 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3781 ***********************************************************************
 EB3781  DESIGNATION -  APPLE
 EB3781  PID         -  EB3781
 EB3781  STATE/COUNTY-  NC/ROBESON
 EB3781  USGS QUAD   -  RED SPRINGS (1974)
 EB3781
 EB3781                         *CURRENT SURVEY CONTROL
 EB3781  ___________________________________________________________________
 EB3781* NAD 83(2001)-  34 46 58.03619(N)    079 11 49.63051(W)     ADJUSTED  
 EB3781* NAVD 88     -        59.181  (meters)     194.16   (feet)  ADJUSTED  
 EB3781  ___________________________________________________________________
 EB3781  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 EB3781  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EB3781  DYNAMIC HT  -          59.126 (meters)     193.98  (feet)  COMP
 EB3781  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 EB3781
 EB3781  HORZ ORDER  -  SECOND
 EB3781  VERT ORDER  -  SECOND    CLASS II
 EB3781
 EB3781.The horizontal coordinates were established by classical geodetic methods
 EB3781.and adjusted by the National Geodetic Survey in August 2005.
 EB3781
 EB3781.The orthometric height was determined by differential leveling
 EB3781.and adjusted in October 1999.
 EB3781
 EB3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3781
 EB3781.The geoid height was determined by GEOID03.
 EB3781
 EB3781.The dynamic height is computed by dividing the NAVD 88
 EB3781.geopotential number by the normal gravity value computed on the
 EB3781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3781.degrees latitude (g = 980.6199 gals.).
 EB3781
 EB3781.The modeled gravity was interpolated from observed gravity values.
 EB3781
 EB3781;                    North         East     Units Scale Factor Converg.
 EB3781;SPC NC       -   114,585.919   591,560.821   MT  0.99990587   -0 06 49.6
 EB3781;SPC NC       -   375,937.30  1,940,812.46   sFT  0.99990587   -0 06 49.6
 EB3781;UTM  17      - 3,850,436.323   664,958.966   MT  0.99993539   +1 01 43.4
 EB3781
 EB3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3781!SPC NC       -   0.99999589  x   0.99990587  =   0.99990176
 EB3781!UTM  17      -   0.99999589  x   0.99993539  =   0.99993128
 EB3781
 EB3781                          SUPERSEDED SURVEY CONTROL
 EB3781
 EB3781  NAD 83(1986)-  34 46 58.04993(N)    079 11 49.63128(W) AD(       ) 2
 EB3781  NGVD 29 (04/22/91)   59.5    (m)          195.     (f) VERT ANG    3  
 EB3781
 EB3781.Superseded values are not recommended for survey control.
 EB3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3781.See file dsdata.txt to determine how the superseded data were derived.
 EB3781
 EB3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6495950436(NAD 83)
 EB3781_MARKER: DE = TRAVERSE STATION DISK
 EB3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3781_STAMPING: APPLE 1977
 EB3781_MARK LOGO: NCGS  
 EB3781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3781+STABILITY: SURFACE MOTION
 EB3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB3781+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 EB3781
 EB3781  HISTORY     - Date     Condition        Report By
 EB3781  HISTORY     - 1977     MONUMENTED       NCGS
 EB3781  HISTORY     - 19890124 GOOD             NCGS
 EB3781  HISTORY     - 19970426 GOOD             USPSQD
 EB3781  HISTORY     - 20050403 GOOD             GEOCAC
 EB3781
 EB3781                          STATION DESCRIPTION
 EB3781
 EB3781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3781'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH-SOUTHWEST OF RED
 EB3781'SPRINGS AND 2.3 MILES NORTHWEST OF PHILADELPHUS.
 EB3781'
 EB3781'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2.0 MILES
 EB3781'SOUTH OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 0.6 MILE TO
 EB3781'STATION ON RIGHT AT END OF TREE LINE, APPROXIMATELY 300 FEET WEST OF A
 EB3781'BLOCK RESIDENCE AND 0.2 MILE SOUTH OF A BRIDGE OVER RICHLAND SWAMP.
 EB3781'
 EB3781'STATION MARK IS A STANDARD DISK STAMPED---APPLE 1977---SET IN THE TOP
 EB3781'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 EB3781'MARK IS 38.1 FEET NORTHWEST OF CENTERLINE OF NC 710, 21.0 FEET SOUTH
 EB3781'OF TWIN APPLE TREE WITH REFERENCE TAG, 104.5 FEET WEST OF A 10 INCH
 EB3781'PINE WITH REFERENCE TAG AND 133.6 FEET NORTH-NORTHWEST OF A 6 INCH
 EB3781'PINE WITH REFERENCE TAG.
 EB3781
 EB3781                          STATION RECOVERY (1989)
 EB3781
 EB3781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EB3781'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF RED
 EB3781'SPRINGS. ALONG NC 710 FOR 0.6 MI (1.0 KM) SOUTH FROM NC 72 (2.O MI
 EB3781'SOUTH OF RED SPRINGS), ON THE RIGHT, AT THE END OF A TREE LINE, ABOUT
 EB3781'300 FEET (91.4 M) WEST OF A BLOCK RESIDENCE, OR 0.2 MI (0.3 KM) SOUTH
 EB3781'OF THE BRIDGE OVER RICHLAND SWAMP. MARK IS RECESSED 4 INCHES BELOW
 EB3781'GROUND. LOCATED 38.1 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF NC
 EB3781'710--AND 104.5 FT (31.9 M) WEST OF A 12-INCH PINE, 133.6 FT (40.7 M)
 EB3781'NORTH-NORTHWEST OF AN 8-INCH PINE--BOTH WITH REFERENCE TAGS.
 EB3781
 EB3781                          STATION RECOVERY (1997)
 EB3781
 EB3781'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB3781'RECOVERED IN GOOD CONDITION.
 EB3781
 EB3781                          STATION RECOVERY (2005)
 EB3781
 EB3781'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB3781'RECOVERED IN GOOD CONDITION. STATION FOUND AT PROPERTY ADDRESS 8299
 EB3781'NC-710, ON THE (NW) SIDE OF NC-710, IN A THIN TREE LINE ALONG THE R/W
 EB3781'SEPERATING THE ROAD FROM A LARGE CULTIVATED FIELD AND RECESSED APPROX.
 EB3781'2 INCHES UNDER A ROOT AND DEADFALL. THE APPLE TREE AND PINE AT 133.6
 EB3781'FEET REFERENCES WERE NOT SEEN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5282 ***********************************************************************
 AE5282  DESIGNATION -  APPLE
 AE5282  PID         -  AE5282
 AE5282  STATE/COUNTY-  NC/ROWAN
 AE5282  USGS QUAD   -  ROWAN MILLS (1987)
 AE5282
 AE5282                         *CURRENT SURVEY CONTROL
 AE5282  ___________________________________________________________________
 AE5282* NAD 83(2001)-  35 43 13.72483(N)    080 36 35.82228(W)     ADJUSTED  
 AE5282* NAVD 88     -       210.7    (meters)     691.     (feet)  VERTCON   
 AE5282  ___________________________________________________________________
 AE5282  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE5282  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AE5282  HORZ ORDER  -  SECOND
 AE5282
 AE5282.The horizontal coordinates were established by classical geodetic methods
 AE5282.and adjusted by the National Geodetic Survey in August 2005.
 AE5282
 AE5282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5282
 AE5282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5282
 AE5282.The geoid height was determined by GEOID03.
 AE5282
 AE5282;                    North         East     Units Scale Factor Converg.
 AE5282;SPC NC       -   219,769.343   463,951.696   MT  0.99990597   -0 55 45.2
 AE5282;SPC NC       -   721,026.59  1,522,148.19   sFT  0.99990597   -0 55 45.2
 AE5282;UTM  17      - 3,953,016.332   535,277.946   MT  0.99961534   +0 13 39.8
 AE5282
 AE5282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5282!SPC NC       -   0.99997188  x   0.99990597  =   0.99987785
 AE5282!UTM  17      -   0.99997188  x   0.99961534  =   0.99958723
 AE5282
 AE5282                          SUPERSEDED SURVEY CONTROL
 AE5282
 AE5282  NAD 83(1986)-  35 43 13.73657(N)    080 36 35.82650(W) AD(       ) 2
 AE5282  NGVD 29 (01/12/98)  210.9    (m)          692.     (f) VERT ANG    3  
 AE5282
 AE5282.Superseded values are not recommended for survey control.
 AE5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5282.See file dsdata.txt to determine how the superseded data were derived.
 AE5282
 AE5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3527853016(NAD 83)
 AE5282_MARKER: DE = TRAVERSE STATION DISK
 AE5282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5282_STAMPING: APPLE 1982
 AE5282_MARK LOGO: NCGS  
 AE5282_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5282+STABILITY: SURFACE MOTION
 AE5282
 AE5282  HISTORY     - Date     Condition        Report By
 AE5282  HISTORY     - 1982     MONUMENTED       NCGS
 AE5282
 AE5282                          STATION DESCRIPTION
 AE5282
 AE5282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5282'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) EAST OF BARBER AND 3.7 MI
 AE5282'(6.0 KM) SOUTH OF WOODLEAF.  ALONG US 70 FOR 0.35 MI (0.56 KM) EAST
 AE5282'FROM THE EAST INTERSECTION WITH NC 801 (IN THE BARBER COMMUNITY), OR
 AE5282'0.25 MI (0.40 KM) WEST FROM THE Y-INTERSECTION WITH SR 1957 (OLD US
 AE5282'70), IN THE NORTH SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND.
 AE5282'LOCATED 22.8 FT (6.9 M) NORTH OF THE CENTERLINE OF US 70, 61.0 FT
 AE5282'(18.6 M) WEST OF THE NORTH END OF A HIGHWAY CULVERT--AND 78.0 FT (23.8
 AE5282'M) SOUTHWEST OF A POWER POLE, 145.4 FT (44.3 M) EAST OF AN 8-INCH
 AE5282'PINE, 86.1 (SLOPE) FT NORTH-NORTHEAST OF AN 18-INCH POPLAR--ALL THREE
 AE5282'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7318 ***********************************************************************
 AE7318  DESIGNATION -  APPLE
 AE7318  PID         -  AE7318
 AE7318  STATE/COUNTY-  NC/WAKE
 AE7318  USGS QUAD   -  RALEIGH WEST (1988)
 AE7318
 AE7318                         *CURRENT SURVEY CONTROL
 AE7318  ___________________________________________________________________
 AE7318* NAD 83(2001)-  35 50 01.41394(N)    078 41 52.10016(W)     ADJUSTED  
 AE7318* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 AE7318  ___________________________________________________________________
 AE7318  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 AE7318  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AE7318  HORZ ORDER  -  SECOND
 AE7318
 AE7318.The horizontal coordinates were established by classical geodetic methods
 AE7318.and adjusted by the National Geodetic Survey in August 2005.
 AE7318
 AE7318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7318
 AE7318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7318
 AE7318.The geoid height was determined by GEOID03.
 AE7318
 AE7318;                    North         East     Units Scale Factor Converg.
 AE7318;SPC NC       -   231,194.042   636,903.147   MT  0.99992407   +0 10 27.9
 AE7318;SPC NC       -   758,509.12  2,089,573.07   sFT  0.99992407   +0 10 27.9
 AE7318;UTM  17      - 3,967,953.032   707,943.746   MT  1.00013285   +1 20 53.8
 AE7318
 AE7318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7318!SPC NC       -   0.99998612  x   0.99992407  =   0.99991019
 AE7318!UTM  17      -   0.99998612  x   1.00013285  =   1.00011897
 AE7318
 AE7318                          SUPERSEDED SURVEY CONTROL
 AE7318
 AE7318  NAD 83(1986)-  35 50 01.41756(N)    078 41 52.11147(W) AD(       ) 2
 AE7318  NGVD 29 (03/10/98)  121.2    (m)          398.     (f) VERT ANG    3  
 AE7318
 AE7318.Superseded values are not recommended for survey control.
 AE7318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7318.See file dsdata.txt to determine how the superseded data were derived.
 AE7318
 AE7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794467953(NAD 83)
 AE7318_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7318_STAMPING: APPLE 1986
 AE7318_MARK LOGO: NCGS  
 AE7318_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7318+STABILITY: SURFACE MOTION
 AE7318
 AE7318  HISTORY     - Date     Condition        Report By
 AE7318  HISTORY     - 1986     MONUMENTED       NCGS
 AE7318
 AE7318                          STATION DESCRIPTION
 AE7318
 AE7318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7318'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE,
 AE7318'IN NORTHWEST RALEIGH. ALONG SR 3009 (EDWARDS MILL ROAD) FOR 1.9 KM
 AE7318'(1.20 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, OR ABOUT 0.3 KM
 AE7318'(0.20 MI) SOUTHWEST OF LAUREL HILLS ROAD, IN THE SOUTHERN CORNER OF
 AE7318'THE YARD. MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED
 AE7318'8.3 M (27.2 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 50.2 M (164.7
 AE7318'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 14.3 M
 AE7318'(46.9 FT) SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE SLAB OVER A
 AE7318'STORM DRAIN, 14.7 M (48.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST END OF
 AE7318'A DRIVEWAY CULVERT--AND 4.0 M (13.1 FT) SOUTHEAST OF A TELEPHONE POLE
 AE7318'(11), 25.3 M (83.0 FT) NORTH OF A POWER POLE WITH A TRANSFORMER--BOTH
 AE7318'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9891 ***********************************************************************
 AG9891  DESIGNATION -  APPLE
 AG9891  PID         -  AG9891
 AG9891  STATE/COUNTY-  NC/ANSON
 AG9891  USGS QUAD   -  LILESVILLE (1982)
 AG9891
 AG9891                         *CURRENT SURVEY CONTROL
 AG9891  ___________________________________________________________________
 AG9891* NAD 83(2001)-  34 57 42.85436(N)    079 58 29.35438(W)     ADJUSTED  
 AG9891* NAVD 88     -       135.0    (meters)     443.     (feet)  VERT ANG  
 AG9891  ___________________________________________________________________
 AG9891  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AG9891  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AG9891  HORZ ORDER  -  SECOND
 AG9891
 AG9891.The horizontal coordinates were established by classical geodetic methods
 AG9891.and adjusted by the National Geodetic Survey in August 2005.
 AG9891
 AG9891.The orthometric height was determined by vertical angle observations.
 AG9891
 AG9891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9891
 AG9891.The geoid height was determined by GEOID03.
 AG9891
 AG9891;                    North         East     Units Scale Factor Converg.
 AG9891;SPC NC       -   134,873.830   520,582.043   MT  0.99988531   -0 33 45.5
 AG9891;SPC NC       -   442,498.56  1,707,942.92   sFT  0.99988531   -0 33 45.5
 AG9891;UTM  17      - 3,869,298.222   593,594.377   MT  0.99970796   +0 35 15.0
 AG9891
 AG9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9891!SPC NC       -   0.99998363  x   0.99988531  =   0.99986894
 AG9891!UTM  17      -   0.99998363  x   0.99970796  =   0.99969160
 AG9891
 AG9891                          SUPERSEDED SURVEY CONTROL
 AG9891
 AG9891  NAD 83(1986)-  34 57 42.86608(N)    079 58 29.36352(W) AD(       ) 2
 AG9891
 AG9891.Superseded values are not recommended for survey control.
 AG9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9891.See file dsdata.txt to determine how the superseded data were derived.
 AG9891
 AG9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9359469298(NAD 83)
 AG9891_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9891_SP_SET: CONCRETE TRAFFIC ISLAND
 AG9891_STAMPING: APPLE 1988
 AG9891_MARK LOGO: NCGS  
 AG9891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9891
 AG9891  HISTORY     - Date     Condition        Report By
 AG9891  HISTORY     - 1988     MONUMENTED       NCGS
 AG9891
 AG9891                          STATION DESCRIPTION
 AG9891
 AG9891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AG9891'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF WADESBORO, IN THE
 AG9891'EAST EDGE OF LILESVILLE, AT THE INTERSECTION OF US 74 WITH SR 1740
 AG9891'(APPLE ORCHARD ROAD), ON SOUTH SIDE OF THE CROSSROADS, IN CONCRETE
 AG9891'TRAFFIC ISLAND. MARK IS LEVEL WITH HIGHWAY AND SET FLUSH IN A DRILL
 AG9891'HOLE. LOCATED 35.0 FT (10.7 M) SOUTH OF THE CENTERLINE OF THE EAST
 AG9891'BOUND LANES, AND 8.5 FT (2.6 M) SOUTH-SOUTHEAST OF THE NORTH END OF
 AG9891'THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2619 ***********************************************************************
 AH2619  DESIGNATION -  APPLE
 AH2619  PID         -  AH2619
 AH2619  STATE/COUNTY-  NC/IREDELL
 AH2619  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2619
 AH2619                         *CURRENT SURVEY CONTROL
 AH2619  ___________________________________________________________________
 AH2619* NAD 83(2001)-  35 36 04.34597(N)    080 55 02.28273(W)     ADJUSTED  
 AH2619* NAVD 88     -       263.6    (meters)     865.     (feet)  VERTCON   
 AH2619  ___________________________________________________________________
 AH2619  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AH2619  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AH2619  HORZ ORDER  -  SECOND
 AH2619
 AH2619.The horizontal coordinates were established by classical geodetic methods
 AH2619.and adjusted by the National Geodetic Survey in August 2005.
 AH2619
 AH2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2619
 AH2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2619
 AH2619.The geoid height was determined by GEOID03.
 AH2619
 AH2619;                    North         East     Units Scale Factor Converg.
 AH2619;SPC NC       -   207,033.600   435,893.878   MT  0.99989113   -1 06 23.8
 AH2619;SPC NC       -   679,242.74  1,430,095.16   sFT  0.99989113   -1 06 23.8
 AH2619;UTM  17      - 3,939,721.122   507,490.832   MT  0.99960069   +0 02 53.3
 AH2619
 AH2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2619!SPC NC       -   0.99996358  x   0.99989113  =   0.99985471
 AH2619!UTM  17      -   0.99996358  x   0.99960069  =   0.99956428
 AH2619
 AH2619                          SUPERSEDED SURVEY CONTROL
 AH2619
 AH2619  NAD 83(1986)-  35 36 04.35748(N)    080 55 02.28833(W) AD(       ) 2
 AH2619  NGVD 29 (08/11/98)  263.8    (m)          865.     (f) VERT ANG    3  
 AH2619
 AH2619.Superseded values are not recommended for survey control.
 AH2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2619.See file dsdata.txt to determine how the superseded data were derived.
 AH2619
 AH2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0749139721(NAD 83)
 AH2619_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2619_STAMPING: APPLE 1986
 AH2619_MARK LOGO: NCGS  
 AH2619_PROJECTION: FLUSH
 AH2619_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2619+STABILITY: SURFACE MOTION
 AH2619
 AH2619  HISTORY     - Date     Condition        Report By
 AH2619  HISTORY     - 1986     MONUMENTED       NCGS
 AH2619  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AH2619
 AH2619                          STATION DESCRIPTION
 AH2619
 AH2619'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2619'STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) WEST OF MOORESVILLE, AND 5.5
 AH2619'KM (3.4 MI) EAST OF TERRELL. ALONG NC 150 FOR 5.5 KM (3.4 MI) WEST
 AH2619'FROM THE I 77 UNDERPASS, OR 0.3 KM (0.2 MI) EAST OF SR 1438 (WADDELL
 AH2619'ROAD), IN THE SHOULDER, AT A HIGH INTENSITY TRANSMISSION LINE
 AH2619'CROSSOVER, ABOUT 200 FEET SOUTHWEST OF THE APPLE HOUSE GROCERY. MARK
 AH2619'IS ABOUT LEVEL WITH THE HIGHWAY AND IS RECESSED 2 INCHES BELOW GROUND.
 AH2619'LOCATED 7.77 M (25.49 FT) SOUTH OF THE CENTERLINE OF NC 150, 28.19 M
 AH2619'(92.49 FT) SOUTHWEST OF THE CENTERLINE INTERSECTION OF THE POWER LINE
 AH2619'AND NC 150, 46.02 M (150.98 FT) EAST OF THE SOUTH END OF A HIGHWAY
 AH2619'CULVERT--AND 19.02 WEST OF TELEPHONE PEDESTAL NO 2500-168 AND POWER
 AH2619'POLE NO 156, 7.71 M (25.30 FT) NORTH OF A 12-INCH PINE--BOTH WITH
 AH2619'REFERENCE TAGS.
 AH2619
 AH2619                          STATION RECOVERY (2001)
 AH2619
 AH2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5835 ***********************************************************************
 AH5835  DESIGNATION -  APPLE
 AH5835  PID         -  AH5835
 AH5835  STATE/COUNTY-  NC/CRAVEN
 AH5835  USGS QUAD   -  VANCEBORO (1983)
 AH5835
 AH5835                         *CURRENT SURVEY CONTROL
 AH5835  ___________________________________________________________________
 AH5835* NAD 83(2001)-  35 20 16.58406(N)    077 13 24.24686(W)     ADJUSTED  
 AH5835* NAVD 88     -         7.4    (meters)      24.     (feet)  VERTCON   
 AH5835  ___________________________________________________________________
 AH5835  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AH5835  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 AH5835  HORZ ORDER  -  SECOND
 AH5835
 AH5835.The horizontal coordinates were established by classical geodetic methods
 AH5835.and adjusted by the National Geodetic Survey in August 2005.
 AH5835
 AH5835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5835
 AH5835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5835
 AH5835.The geoid height was determined by GEOID03.
 AH5835
 AH5835;                    North         East     Units Scale Factor Converg.
 AH5835;SPC NC       -   177,595.303   771,084.980   MT  0.99987372   +1 01 31.4
 AH5835;SPC NC       -   582,660.59  2,529,801.31   sFT  0.99987372   +1 01 31.4
 AH5835;UTM  18      - 3,912,788.769   297,931.652   MT  1.00010322   -1 17 11.2
 AH5835
 AH5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5835!SPC NC       -   1.00000458  x   0.99987372  =   0.99987830
 AH5835!UTM  18      -   1.00000458  x   1.00010322  =   1.00010780
 AH5835
 AH5835                          SUPERSEDED SURVEY CONTROL
 AH5835
 AH5835  NAD 83(1986)-  35 20 16.59414(N)    077 13 24.25614(W) AD(       ) 2
 AH5835  NGVD 29 (12/09/98)    7.8    (m)           26.     (f) VERT ANG    3  
 AH5835
 AH5835.Superseded values are not recommended for survey control.
 AH5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5835.See file dsdata.txt to determine how the superseded data were derived.
 AH5835
 AH5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9793212789(NAD 83)
 AH5835_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5835_STAMPING: APPLE 1985
 AH5835_MARK LOGO: NCGS  
 AH5835_PROJECTION: FLUSH
 AH5835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5835+STABILITY: SURFACE MOTION
 AH5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5835+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH5835
 AH5835  HISTORY     - Date     Condition        Report By
 AH5835  HISTORY     - 1985     MONUMENTED       NCGS
 AH5835  HISTORY     - 20010529 GOOD             NCGS
 AH5835
 AH5835                          STATION DESCRIPTION
 AH5835
 AH5835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5835'STATION IS LOCATED ABOUT 7.7 KM (4.80 MI) NORTHWEST OF VANCEBORO.
 AH5835'ALONG NC 118 FOR 6.9 KM (4.30 MI) WEST FROM NC 43, OR 1.13 KM (0.70
 AH5835'MI) NORTHWEST OF SR 1479 (WAYNE RD), IN SOUTHWEST SHOULDER AND ON
 AH5835'PROLONGATION OF THE SOUTHEAST SIDE OF A WHITE FRAME RESIDENCE. MARK IS
 AH5835'LEVEL WITH HIGHWAY AND 4 INCHES BELOW GROUND.  LOCATED 4.33 M (14.21
 AH5835'FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 16.76 M (54.99 FT)
 AH5835'NORTHWEST OF CENTER OF A SOIL DRIVE, 14.42 M (47.31 FT) WEST OF A
 AH5835'TELEPHONE PEDESTAL (125N), 30.17 M (98.98 FT) NORTHWEST OF THE
 AH5835'NORTHWEST END OF A HEADWALL ON THE SOUTH SIDE OF HIGHWAY, 31.09 M
 AH5835'(102.00 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A HEADWALL ON THE
 AH5835'NORTH SIDE OF HIGHWAY, 24.08 M (79.00 FT) EAST-SOUTHEAST OF A
 AH5835'RIGHT-OF-WAY MARKER, AND 22.04 M (72.31 FT) NORTH OF A POWER POLE
 AH5835'(82)WITH TRANSFORMER AND A REFERENCE TAG.
 AH5835
 AH5835                          STATION RECOVERY (2001)
 AH5835
 AH5835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AH5835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2225 ***********************************************************************
 FZ2225  DESIGNATION -  APPLE RM 1
 FZ2225  PID         -  FZ2225
 FZ2225  STATE/COUNTY-  NC/WILKES
 FZ2225  USGS QUAD   -  MC GRADY (1984)
 FZ2225
 FZ2225                         *CURRENT SURVEY CONTROL
 FZ2225  ___________________________________________________________________
 FZ2225* NAD 83(2007)-  36 18 04.39065(N)    081 10 41.98354(W)     ADJUSTED  
 FZ2225* NAVD 88     -       700.2    (meters)    2297.     (feet)  VERTCON   
 FZ2225  ___________________________________________________________________
 FZ2225  EPOCH DATE  -        2002.00
 FZ2225  X           -     789,314.248 (meters)                     COMP
 FZ2225  Y           -  -5,085,935.119 (meters)                     COMP
 FZ2225  Z           -   3,755,575.583 (meters)                     COMP
 FZ2225  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 FZ2225  ELLIP HEIGHT-         667.526 (meters)          (02/10/07) ADJUSTED
 FZ2225  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FZ2225
 FZ2225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2225  Type    PID    Designation                      North   East  Ellip
 FZ2225  -------------------------------------------------------------------
 FZ2225  NETWORK FZ2225 APPLE RM 1                        0.69   0.53   1.71
 FZ2225  -------------------------------------------------------------------
 FZ2225
 FZ2225.The horizontal coordinates were established by GPS observations
 FZ2225.and adjusted by the National Geodetic Survey in February 2007.
 FZ2225
 FZ2225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2225.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2225.The epoch date for horizontal control is a decimal equivalence
 FZ2225.of Year/Month/Day.
 FZ2225
 FZ2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2225
 FZ2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2225
 FZ2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2225
 FZ2225.The ellipsoidal height was determined by GPS observations
 FZ2225.and is referenced to NAD 83.
 FZ2225
 FZ2225.The geoid height was determined by GEOID03.
 FZ2225
 FZ2225;                    North         East     Units Scale Factor Converg.
 FZ2225;SPC NC       -   285,171.164   413,952.499   MT  1.00004033   -1 15 26.2
 FZ2225;SPC NC       -   935,599.06  1,358,109.16   sFT  1.00004033   -1 15 26.2
 FZ2225;UTM  17      - 4,017,373.706   483,988.988   MT  0.99960316   -0 06 20.1
 FZ2225
 FZ2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2225!SPC NC       -   0.99989525  x   1.00004033  =   0.99993557
 FZ2225!UTM  17      -   0.99989525  x   0.99960316  =   0.99949845
 FZ2225
 FZ2225|---------------------------------------------------------------------|
 FZ2225| PID    Reference Object                     Distance      Geod. Az  |
 FZ2225|                                                           dddmmss.s |
 FZ2225| FZ2760 PAUL                                329.904 METERS 15523     |
 FZ2225|---------------------------------------------------------------------|
 FZ2225
 FZ2225                          SUPERSEDED SURVEY CONTROL
 FZ2225
 FZ2225  NAD 83(2001)-  36 18 04.39072(N)    081 10 41.98330(W) AD(       ) 1
 FZ2225  ELLIP H (03/13/03)  667.530  (m)                       GP(       ) 4 2
 FZ2225  NAD 83(1995)-  36 18 04.39217(N)    081 10 41.98477(W) AD(       ) 1
 FZ2225  NAD 83(1993)-  36 18 04.39636(N)    081 10 41.98928(W) AD(       ) 1
 FZ2225  NAD 83(1986)-  36 18 04.39979(N)    081 10 41.99068(W) AD(       ) 2
 FZ2225  NAD 83(1986)-  36 18 04.39979(N)    081 10 41.99068(W) AD(       ) 1
 FZ2225  NGVD 29 (11/18/93)  700.3    (m)         2298.     (f) GPS OBS     3  
 FZ2225
 FZ2225.Superseded values are not recommended for survey control.
 FZ2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2225.See file dsdata.txt to determine how the superseded data were derived.
 FZ2225
 FZ2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8398917374(NAD 83)
 FZ2225_MARKER: DR = REFERENCE MARK DISK
 FZ2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2225_SP_SET: CONCRETE POST
 FZ2225_STAMPING: APPLE NO 1 1954
 FZ2225_MARK LOGO: CGS   
 FZ2225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2225+STABILITY: SURFACE MOTION
 FZ2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2225+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 FZ2225
 FZ2225  HISTORY     - Date     Condition        Report By
 FZ2225  HISTORY     - 1954     MONUMENTED       CGS
 FZ2225  HISTORY     - 19920623 GOOD             NCGS
 FZ2225
 FZ2225                          STATION DESCRIPTION
 FZ2225
 FZ2225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2225'STATION IS LOCATED APPROXIMATELY 10.0 MI (16.1 KM) NORTH OF NORTH
 FZ2225'WILKESBORO AND 5.0 MI (8.0 KM) NORTHWEST OF HAYS.
 FZ2225'PROCEED ALONG NC 18 FOR 4.8 MI (7.7 KM) NORTHWEST FROM NC 268, IN
 FZ2225'NORTH WILKESBORO, THENCE 2.25 MI (3.62 KM) NORTHEAST ALONG SR 1717,
 FZ2225'THENCE NORTH 1.85 MI (2.98 KM) ALONG SR 1703 TO A DIRT ROAD LEADING
 FZ2225'NORTHWEST. PROCEED ALONG DIRT ROAD FOR 1.65 MI (2.66 KM) TO A DIM
 FZ2225'WOODS ROAD, THENCE 0.1 MI (0.2 KM) WEST TO THE TOP OF THE HILL ON THE
 FZ2225'NORTH EDGE OF A WOODS LINE.
 FZ2225'MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4641 ***********************************************************************
 FA4641  DESIGNATION -  APPLETREE
 FA4641  PID         -  FA4641
 FA4641  STATE/COUNTY-  NC/DAVIDSON
 FA4641  USGS QUAD   -  LEXINGTON WEST (1994)
 FA4641
 FA4641                         *CURRENT SURVEY CONTROL
 FA4641  ___________________________________________________________________
 FA4641* NAD 83(2001)-  35 51 25.45309(N)    080 20 09.10147(W)     ADJUSTED  
 FA4641* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 FA4641  ___________________________________________________________________
 FA4641  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FA4641  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA4641  HORZ ORDER  -  SECOND
 FA4641
 FA4641.The horizontal coordinates were established by classical geodetic methods
 FA4641.and adjusted by the National Geodetic Survey in August 2005.
 FA4641
 FA4641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4641
 FA4641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4641
 FA4641.The geoid height was determined by GEOID03.
 FA4641
 FA4641;                    North         East     Units Scale Factor Converg.
 FA4641;SPC NC       -   234,554.280   488,950.348   MT  0.99992829   -0 46 15.7
 FA4641;SPC NC       -   769,533.50  1,604,164.60   sFT  0.99992829   -0 46 15.7
 FA4641;UTM  17      - 3,968,299.233   559,965.471   MT  0.99964431   +0 23 20.5
 FA4641
 FA4641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4641!SPC NC       -   0.99996746  x   0.99992829  =   0.99989575
 FA4641!UTM  17      -   0.99996746  x   0.99964431  =   0.99961178
 FA4641
 FA4641                          SUPERSEDED SURVEY CONTROL
 FA4641
 FA4641  NAD 83(1986)-  35 51 25.45857(N)    080 20 09.10720(W) AD(       ) 2
 FA4641  NGVD 29 (02/28/92)  239.4    (m)          785.     (f) VERT ANG    3  
 FA4641
 FA4641.Superseded values are not recommended for survey control.
 FA4641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4641.See file dsdata.txt to determine how the superseded data were derived.
 FA4641
 FA4641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5996568299(NAD 83)
 FA4641_MARKER: DE = TRAVERSE STATION DISK
 FA4641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4641_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4641+STABILITY: SURFACE MOTION
 FA4641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4641+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 FA4641
 FA4641  HISTORY     - Date     Condition        Report By
 FA4641  HISTORY     - 1983     MONUMENTED       NCGS
 FA4641  HISTORY     - 20040717 GOOD             USPSQD
 FA4641  HISTORY     - 20060728 GOOD             USPSQD
 FA4641
 FA4641                          STATION DESCRIPTION
 FA4641
 FA4641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4641'THE STATION IS LOCATED ABOUT 1.9 MI NORTH OF REEDS CROSSROADS AND
 FA4641'5.2 MI NORTHWEST OF LEXINGTON.
 FA4641'
 FA4641'ALONG US 64 FOR 0.7 MI WEST FROM THE NC 150 OVERPASS (IN REEDS
 FA4641'CROSSROADS COMMUNITY), AT THE T-INTERSECTION WITH SR 1433 NORTH, IN
 FA4641'THE SHOULDER AT THE NORTHWEST CORNER OF JACK MYERS YARD, AND ABOUT
 FA4641'4 FT WEST OF THE PROLONGATION OF THE WEST SIDE OF A WHITE SHINGLED
 FA4641'HOUSE ACROSS THE HIGHWAY.
 FA4641'
 FA4641'THE STATION IS A STANDARD NCGS DISK STAMPED---APPLETREE 1983---, SET
 FA4641'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4641'RECESSED 5 INCHES BELOW GROUND.  LOCATED 18.7 FT SOUTH-SOUTHWEST OF
 FA4641'THE CENTERLINE OF THE HIGHWAY, 186.6 FT WEST-NORTHWEST OF THE
 FA4641'CENTERLINE OF THE T-INTERSECTION, 157.8 FT WEST-NORTHWEST OF THE
 FA4641'WEST END OF A DRIVEWAY CULVERT, 140.4 FT NORTH-NORTHWEST OF THE
 FA4641'NORTH CORNER OF A BLOCK GARAGE, 52.8 FT NORTH OF A 6-INCH
 FA4641'TWIN-TRUNK APPLETREE, AND 112.6 FT EAST OF A POWER POLE (111/A2)
 FA4641'WITH A REFERENCE TAG.
 FA4641'
 FA4641'MARK IS 1 FT BELOW HIGHWAY.
 FA4641
 FA4641                          STATION RECOVERY (2004)
 FA4641
 FA4641'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 FA4641'RECOVERED IN GOOD CONDITION.
 FA4641
 FA4641                          STATION RECOVERY (2006)
 FA4641
 FA4641'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA4641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3021 ***********************************************************************
 EY3021  DESIGNATION -  APPLEWHITE
 EY3021  PID         -  EY3021
 EY3021  STATE/COUNTY-  NC/WAYNE
 EY3021  USGS QUAD   -  STANTONSBURG (1978)
 EY3021
 EY3021                         *CURRENT SURVEY CONTROL
 EY3021  ___________________________________________________________________
 EY3021* NAD 83(2001)-  35 33 11.37182(N)    077 51 42.10372(W)     ADJUSTED  
 EY3021* NAVD 88     -        36.7    (meters)     120.     (feet)  VERTCON   
 EY3021  ___________________________________________________________________
 EY3021  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EY3021  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EY3021  HORZ ORDER  -  SECOND
 EY3021
 EY3021.The horizontal coordinates were established by classical geodetic methods
 EY3021.and adjusted by the National Geodetic Survey in August 2005.
 EY3021
 EY3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3021
 EY3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3021
 EY3021.The geoid height was determined by GEOID03.
 EY3021
 EY3021;                    North         East     Units Scale Factor Converg.
 EY3021;SPC NC       -   200,617.293   712,796.820   MT  0.99988638   +0 39 25.2
 EY3021;SPC NC       -   658,191.90  2,338,567.57   sFT  0.99988638   +0 39 25.2
 EY3021;UTM  18      - 3,938,157.606   240,599.860   MT  1.00042928   -1 39 53.6
 EY3021
 EY3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3021!SPC NC       -   0.99999976  x   0.99988638  =   0.99988614
 EY3021!UTM  18      -   0.99999976  x   1.00042928  =   1.00042904
 EY3021
 EY3021:                Primary Azimuth Mark                     Grid Az
 EY3021:SPC NC       -  RAY                                      052 14 33.5
 EY3021:UTM  18      -  RAY                                      054 33 52.3
 EY3021
 EY3021|---------------------------------------------------------------------|
 EY3021| PID    Reference Object                     Distance      Geod. Az  |
 EY3021|                                                           dddmmss.s |
 EY3021| EY3020 RAY                                 APPROX. 1.3 KM 0525358.7 |
 EY3021|---------------------------------------------------------------------|
 EY3021
 EY3021                          SUPERSEDED SURVEY CONTROL
 EY3021
 EY3021  NAD 83(1986)-  35 33 11.37918(N)    077 51 42.11248(W) AD(       ) 2
 EY3021  NAD 27      -  35 33 10.80340(N)    077 51 43.17736(W) AD(       ) 2
 EY3021  NGVD 29 (07/19/86)   37.0    (m)          121.     (f) VERT ANG    3  
 EY3021
 EY3021.Superseded values are not recommended for survey control.
 EY3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3021.See file dsdata.txt to determine how the superseded data were derived.
 EY3021
 EY3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4060038158(NAD 83)
 EY3021_MARKER: DE = TRAVERSE STATION DISK
 EY3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3021+STABILITY: SURFACE MOTION
 EY3021
 EY3021  HISTORY     - Date     Condition        Report By
 EY3021  HISTORY     - 1975     MONUMENTED       NCGS
 EY3021  HISTORY     - 19870110 GOOD             USPSQD
 EY3021
 EY3021                          STATION DESCRIPTION
 EY3021
 EY3021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY3021'APPLEWHITE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY3021'ESTABLISHED IN THE VICINITY OF EUREKA, NORTH CAROLINA.
 EY3021'
 EY3021'APPLEWHITE IS LOCATED APPROXIMATELY 1.1 MILES NORTHEAST OF
 EY3021'EUREKA AND 4.1 MILES SSW OF STANTONSBURG (WILSON COUNTY).  TO
 EY3021'REACH STATION FROM INTERSECTION OF NC 222 (MAIN ST.) WITH CHURCH
 EY3021'ST. IN EUREKA, PROCEED NORTHEASTERLY ALONG NC 222 FOR 1.15 MILES
 EY3021'TO STATION ON RIGHT, IN THE NORTH EDGE OF FRONT YARD AND ON
 EY3021'PROLONGATION OF THE FRONT DOOR OF A ONE STORY WHITE CEMENT
 EY3021'BLOCK RESIDENCE OF APPLEWHITE, AND 0.75 MILE SOUTHWEST OF
 EY3021'INTERSECTION WITH SR 1518 (S).
 EY3021'
 EY3021'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3021'APPLEWHITE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY3021'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3021'
 EY3021'MARK IS 32.2 FT SSE OF C/L OF NC 222
 EY3021'
 EY3021'74.8 FT SW OF C/L OF DIRT DRIVEWAY LEADING TO RESIDENCE
 EY3021'
 EY3021'50.5 FT NNW OF CENTER OF FRONT DOOR TO RESIDENCE
 EY3021'
 EY3021'20.7 FT NNE OF 20 INCH CEDAR WITH ALUMINUM REF. TAG
 EY3021'
 EY3021'98.1 FT WSW OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 EY3021'
 EY3021'43.2 FT WNW OF 24 INCH OAK
 EY3021
 EY3021                          STATION RECOVERY (1987)
 EY3021
 EY3021'RECOVERY NOTE BY US POWER SQUADRON 1987 (HRB)
 EY3021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0846 ***********************************************************************
 AI0846  DESIGNATION -  APPROACH
 AI0846  PID         -  AI0846
 AI0846  STATE/COUNTY-  NC/ONSLOW
 AI0846  USGS QUAD   -  SNEADS FERRY (1988)
 AI0846
 AI0846                         *CURRENT SURVEY CONTROL
 AI0846  ___________________________________________________________________
 AI0846* NAD 83(2007)-  34 30 11.45579(N)    077 25 51.36728(W)     ADJUSTED  
 AI0846* NAVD 88     -         8.98   (meters)      29.5    (feet)  LEVELING  
 AI0846  ___________________________________________________________________
 AI0846  EPOCH DATE  -        2002.00
 AI0846  X           -   1,145,057.734 (meters)                     COMP
 AI0846  Y           -  -5,135,717.296 (meters)                     COMP
 AI0846  Z           -   3,592,566.764 (meters)                     COMP
 AI0846  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AI0846  ELLIP HEIGHT-         -28.404 (meters)          (02/10/07) ADJUSTED
 AI0846  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0846
 AI0846  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0846  Type    PID    Designation                      North   East  Ellip
 AI0846  -------------------------------------------------------------------
 AI0846  NETWORK AI0846 APPROACH                          1.16   1.02   1.96
 AI0846  -------------------------------------------------------------------
 AI0846  VERT ORDER  -  THIRD ?
 AI0846
 AI0846.The horizontal coordinates were established by GPS observations
 AI0846.and adjusted by the National Geodetic Survey in February 2007.
 AI0846
 AI0846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0846.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0846.The horizontal coordinates are valid at the epoch date displayed above.
 AI0846.The epoch date for horizontal control is a decimal equivalence
 AI0846.of Year/Month/Day.
 AI0846
 AI0846.The orthometric height was determined by differential leveling.
 AI0846.The vertical network tie was performed by a horz. field party for horz.
 AI0846.obs reductions. Reset procedures were used to establish the elevation.
 AI0846
 AI0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0846
 AI0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0846
 AI0846.The ellipsoidal height was determined by GPS observations
 AI0846.and is referenced to NAD 83.
 AI0846
 AI0846.The geoid height was determined by GEOID03.
 AI0846
 AI0846;                    North         East     Units Scale Factor Converg.
 AI0846;SPC NC       -    84,691.131   753,686.458   MT  0.99995729   +0 54 20.2
 AI0846;SPC NC       -   277,857.49  2,472,719.65   sFT  0.99995729   +0 54 20.2
 AI0846;UTM  18      - 3,820,632.988   276,816.540   MT  1.00021401   -1 22 39.3
 AI0846
 AI0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0846!SPC NC       -   1.00000446  x   0.99995729  =   0.99996175
 AI0846!UTM  18      -   1.00000446  x   1.00021401  =   1.00021847
 AI0846
 AI0846                          SUPERSEDED SURVEY CONTROL
 AI0846
 AI0846  NAD 83(1986)-  34 30 11.46834(N)    077 25 51.37826(W) AD(       ) 1
 AI0846  NAD 83(2001)-  34 30 11.45664(N)    077 25 51.36606(W) AD(       ) 1
 AI0846  ELLIP H (11/24/04)  -28.404  (m)                       GP(       ) 4 2
 AI0846
 AI0846.Superseded values are not recommended for survey control.
 AI0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0846.See file dsdata.txt to determine how the superseded data were derived.
 AI0846
 AI0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7681720633(NAD 83)
 AI0846_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0846_STAMPING: APPROACH 1988
 AI0846_MARK LOGO: NCGS  
 AI0846_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0846+STABILITY: SURFACE MOTION
 AI0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0846+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 AI0846
 AI0846  HISTORY     - Date     Condition        Report By
 AI0846  HISTORY     - 1988     MONUMENTED       NCGS
 AI0846  HISTORY     - 20001220 GOOD             NCGS
 AI0846  HISTORY     - 20060717 GOOD             INDIV
 AI0846
 AI0846                          STATION DESCRIPTION
 AI0846
 AI0846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0846'STATION IS LOCATED ABOUT 6.30 KM (3.90 MI) SOUTH-SOUTHWEST OF SNEADS
 AI0846'FERRY, AT THE NORTH END OF THE NC 210 BRIDGE OVER THE AIWW. ALONG NC
 AI0846'210 FOR 8.55 KM (5.30 MI) SOUTH FROM NC 172. MARK IS ABOUT LEVEL WITH
 AI0846'THE HIGHWAY AND FLUSH WITH GROUND. LOCATED 9.90 M (32.48 FT)
 AI0846'WEST-SOUTHWEST OF THE CENTERLINE OF NC 210, 7.60 M (24.93 FT)
 AI0846'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE--AND 28.00 M (91.86
 AI0846'FT) (SLOPE DIST.) NORTH OF A POWER POLE, 23.80 M (78.08 FT) (SLOPE
 AI0846'DIST.) EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AI0846
 AI0846                          STATION RECOVERY (2000)
 AI0846
 AI0846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (DWE)
 AI0846'RECOVERED AS DESCRIBED.
 AI0846
 AI0846                          STATION RECOVERY (2006)
 AI0846
 AI0846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HBH)
 AI0846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4122 ***********************************************************************
 EY4122  DESIGNATION -  APRON
 EY4122  PID         -  EY4122
 EY4122  STATE/COUNTY-  NC/BEAUFORT
 EY4122  USGS QUAD   -  BUNYAN (1974)
 EY4122
 EY4122                         *CURRENT SURVEY CONTROL
 EY4122  ___________________________________________________________________
 EY4122* NAD 83(2001)-  35 31 49.32981(N)    076 57 27.60601(W)     ADJUSTED  
 EY4122* NAVD 88     -         9.680  (meters)      31.76   (feet)  ADJUSTED  
 EY4122  ___________________________________________________________________
 EY4122  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EY4122  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 EY4122  DYNAMIC HT  -           9.671 (meters)      31.73  (feet)  COMP
 EY4122  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 EY4122
 EY4122  HORZ ORDER  -  SECOND
 EY4122  VERT ORDER  -  SECOND    CLASS II
 EY4122
 EY4122.The horizontal coordinates were established by classical geodetic methods
 EY4122.and adjusted by the National Geodetic Survey in August 2005.
 EY4122
 EY4122.The orthometric height was determined by differential leveling
 EY4122.and adjusted in June 1991.
 EY4122
 EY4122.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4122
 EY4122.The geoid height was determined by GEOID03.
 EY4122
 EY4122.The dynamic height is computed by dividing the NAVD 88
 EY4122.geopotential number by the normal gravity value computed on the
 EY4122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4122.degrees latitude (g = 980.6199 gals.).
 EY4122
 EY4122.The modeled gravity was interpolated from observed gravity values.
 EY4122
 EY4122;                    North         East     Units Scale Factor Converg.
 EY4122;SPC NC       -   199,402.539   794,796.474   MT  0.99988437   +1 10 43.6
 EY4122;SPC NC       -   654,206.50  2,607,594.77   sFT  0.99988437   +1 10 43.6
 EY4122;UTM  18      - 3,933,624.137   322,508.537   MT  0.99998823   -1 08 16.7
 EY4122
 EY4122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4122!SPC NC       -   1.00000425  x   0.99988437  =   0.99988862
 EY4122!UTM  18      -   1.00000425  x   0.99998823  =   0.99999248
 EY4122
 EY4122                          SUPERSEDED SURVEY CONTROL
 EY4122
 EY4122  NAD 83(1986)-  35 31 49.34153(N)    076 57 27.61696(W) AD(       ) 2
 EY4122  NAVD 88 (07/14/98)    9.68   (m)           31.8    (f) LEVELING    3  
 EY4122
 EY4122.Superseded values are not recommended for survey control.
 EY4122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4122.See file dsdata.txt to determine how the superseded data were derived.
 EY4122
 EY4122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2250933624(NAD 83)
 EY4122_MARKER: DE = TRAVERSE STATION DISK
 EY4122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4122_SP_SET: CONCRETE POST
 EY4122_STAMPING: APRON 1982
 EY4122_MARK LOGO: NCGS  
 EY4122_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4122+STABILITY: SURFACE MOTION
 EY4122
 EY4122  HISTORY     - Date     Condition        Report By
 EY4122  HISTORY     - 1982     MONUMENTED       NCGS
 EY4122  HISTORY     - 19840601 GOOD             NCGS
 EY4122  HISTORY     - 19870829 GOOD             USPSQD
 EY4122  HISTORY     - 1989     GOOD             USPSQD
 EY4122  HISTORY     - 20060320 MARK NOT FOUND   USPSQD
 EY4122
 EY4122                          STATION DESCRIPTION
 EY4122
 EY4122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4122'9.2 KM (5.7 MI) ESE FROM WASHINGTON.
 EY4122'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) EAST-SOUTHEAST OF
 EY4122'WASHINGTON AND 27.8 KM (17.3 MI) WEST-SOUTHWEST OF PANTEGO.  ALONG US
 EY4122'264 FOR 9.7 KM (6.0 MI) EAST FROM THE INTERSECTION WITH US 17 (IN
 EY4122'WASHINGTON), OR 0.8 KM (0.5 MI) WEST FROM THE INTERSECTION WITH NC
 EY4122'32, IN THE NORTH SHOULDER, AT THE EAST END OF A PAVED CONNECTION TO
 EY4122'THE HIGHWAY.  THE STATION IS A STANDARD NCGS DISK STAMPED---APRON
 EY4122'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 EY4122'DIAMETER RECESSED 13 CM BELOW GROUND.  LOCATED 6.4 METERS (21.0 FT)
 EY4122'NORTHEAST OF THE CENTERLINE OF US 264, 4.5 METERS (14.7 FT) SOUTHEAST
 EY4122'OF THE EAST END OF A CONCRETE CULVERT UNDER A FIELD ENTRANCE, 22.9
 EY4122'METERS (75.1 FT) NORTHEAST OF THE EAST END OF A CONCRETE CULVERT
 EY4122'UNDER A FIELD ENTRANCE--AND 24.7 METERS (80.9 FT) NORTHEAST OF A
 EY4122'POWER POLE (261 ), 40.4 METERS (32.5 FT) NORTHWEST OF A TELEPHONE
 EY4122'POLE (262)--BOTH WITH REFERENCE TAGS.
 EY4122
 EY4122                          STATION RECOVERY (1984)
 EY4122
 EY4122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4122'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) EAST-SOUTHEAST OF WASHINGTON
 EY4122'AND 27.8 KM (17.25 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 9.7
 EY4122'KM (6.00 MI) EAST FROM US 17 (IN WASHINGTON), OR 0.8 KM (0.50 MI) WEST
 EY4122'FROM NC 32, IN THE NORTH SHOULDER, AT THE EAST END OF A PAVED
 EY4122'CONNECTION TO THE HIGHWAY. MARK IS RECESSED 5 INCHES BELOW GROUND.
 EY4122'LOCATED 6.4 M (21.0 FT) NORTHEAST OF THE CENTERLINE OF US 264, 4.5 M
 EY4122'(14.8 FT) SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT UNDER A
 EY4122'FIELD ENTRANCE, 22.9 M (75.1 FT) NORTHEAST OF THE EAST END OF A
 EY4122'CONCRETE CULVERT UNDER A FIELD ENTRANCE--AND 24.7 M (81.0 FT)
 EY4122'NORTHEAST OF A POWER POLE (NO 261), 40.4 M (132.5 FT) NORTHWEST OF A
 EY4122'TELEPHONE POLE (262)--BOTH WITH REFERENCE TAGS.
 EY4122
 EY4122                          STATION RECOVERY (1987)
 EY4122
 EY4122'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY4122'RECOVERED IN GOOD CONDITION.
 EY4122
 EY4122                          STATION RECOVERY (1989)
 EY4122
 EY4122'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY4122'RECOVERED IN GOOD CONDITION.
 EY4122
 EY4122                          STATION RECOVERY (2006)
 EY4122
 EY4122'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY4122'ROAD IS NOW 5 LANES WIDE.  MARK PROBABLY UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2990 ***********************************************************************
 EB2990  DESIGNATION -  APT BCN ROCKINGHAM HAMLET APT
 EB2990  PID         -  EB2990
 EB2990  STATE/COUNTY-  NC/RICHMOND
 EB2990  USGS QUAD   -  ROCKINGHAM (1982)
 EB2990
 EB2990                         *CURRENT SURVEY CONTROL
 EB2990  ___________________________________________________________________
 EB2990* NAD 83(2001)-  34 53 38.98785(N)    079 45 28.69663(W)     ADJUSTED  
 EB2990* NAVD 88     -              **(meters)            **(feet)            
 EB2990  ___________________________________________________________________
 EB2990  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 EB2990  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 EB2990  HORZ ORDER  -  THIRD
 EB2990
 EB2990.This mark is at Rockingham-Hamlet Airport (45J)
 EB2990
 EB2990.The horizontal coordinates were established by classical geodetic methods
 EB2990.and adjusted by the National Geodetic Survey in August 2005.
 EB2990
 EB2990
 EB2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2990
 EB2990.The geoid height was determined by GEOID03.
 EB2990
 EB2990;                    North         East     Units Scale Factor Converg.
 EB2990;SPC NC       -   127,186.956   540,326.592   MT  0.99989195   -0 26 14.9
 EB2990;SPC NC       -   417,279.20  1,772,721.49   sFT  0.99989195   -0 26 14.9
 EB2990;SPC SC       -   340,136.861   723,128.112   MT  1.00002219   +0 41 18.9
 EB2990;SPC SC       - 1,115,934.58  2,372,467.56   iFT  1.00002219   +0 41 18.9
 EB2990;UTM  17      - 3,862,010.007   613,486.011   MT  0.99975873   +0 42 38.1
 EB2990
 EB2990                          SUPERSEDED SURVEY CONTROL
 EB2990
 EB2990  NAD 83(1986)-  34 53 38.95957(N)    079 45 28.69454(W) AD(       ) 4
 EB2990  NAD 27      -  34 53 38.37420(N)    079 45 29.47323(W) AD(       ) 3
 EB2990
 EB2990.Superseded values are not recommended for survey control.
 EB2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2990.See file dsdata.txt to determine how the superseded data were derived.
 EB2990
 EB2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1348662010(NAD 83)
 EB2990_MARKER: 21 = AIRPORT BEACON
 EB2990
 EB2990  HISTORY     - Date     Condition        Report By
 EB2990  HISTORY     - 1971     FIRST OBSERVED   NGS
 EB2990
 EB2990                          STATION DESCRIPTION
 EB2990
 EB2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (CAA)
 EB2990'THE STATION, AIRPORT BEACON ROCKINGHAM-HAMLET MUNICIPAL AIRPORT, IS
 EB2990'THE CENTER OF THE ROTATING GREEN AND WHITE BEACON ATOP A 4 LEGGED
 EB2990'STEEL TOWER THAT IS PAINTED RED AND WHITE AND IS ABOUT 70 FEET
 EB2990'HIGH.
 EB2990'
 EB2990'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF ROCKINGHAM, 2 MILES
 EB2990'WEST OF HAMLET AND ON THE ROCKINGHAM-HAMLET AIRPORT.
 EB2990'
 EB2990'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 74 AND STATE
 EB2990'HIGHWAY 177 IN HAMLET, GO SOUTHWEST ON STATE HIGHWAY 177 FOR 1.0
 EB2990'MILE TO FORK.  KEEP RIGHT AND CONTINUE STRAIGHT AHEAD SOUTHWEST ON
 EB2990'ROAD 1900 FOR 1.65 MILES TO A CROSSROAD 1966 AND SIGN AIRPORT.
 EB2990'TURN RIGHT AND GO NORTHWEST ON ROAD 1966 FOR 1.75 MILES TO A SIDE
 EB2990'ROAD LEFT AND ENTRANCE TO THE ROCKINGHAM-HAMLET AIRPORT.  TURN LEFT
 EB2990'AND GO SOUTHWEST ON SURFACED ROAD FOR 0.2 MILE TO THE STATION ON
 EB2990'LEFT.
 EB2990'
 EB2990'THE AIRPORT IS OWNED BY RICHMOND COUNTY.  JAON DOYLE HAIGLER IS THE
 EB2990'AIRPORT MANAGER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0905 ***********************************************************************
 EZ0905  DESIGNATION -  APTS
 EZ0905  PID         -  EZ0905
 EZ0905  STATE/COUNTY-  NC/WAKE
 EZ0905  USGS QUAD   -  RALEIGH EAST (1993)
 EZ0905
 EZ0905                         *CURRENT SURVEY CONTROL
 EZ0905  ___________________________________________________________________
 EZ0905* NAD 83(2001)-  35 51 06.87081(N)    078 36 51.43615(W)     ADJUSTED  
 EZ0905* NAVD 88     -       110.143  (meters)     361.36   (feet)  ADJUSTED  
 EZ0905  ___________________________________________________________________
 EZ0905  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 EZ0905  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EZ0905  DYNAMIC HT  -         110.049 (meters)     361.05  (feet)  COMP
 EZ0905  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 EZ0905
 EZ0905  HORZ ORDER  -  SECOND
 EZ0905  VERT ORDER  -  SECOND    CLASS 0
 EZ0905
 EZ0905.The horizontal coordinates were established by classical geodetic methods
 EZ0905.and adjusted by the National Geodetic Survey in August 2005.
 EZ0905
 EZ0905.The orthometric height was determined by differential leveling
 EZ0905.and adjusted in June 1991.
 EZ0905
 EZ0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0905
 EZ0905.The geoid height was determined by GEOID03.
 EZ0905
 EZ0905.The dynamic height is computed by dividing the NAVD 88
 EZ0905.geopotential number by the normal gravity value computed on the
 EZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0905.degrees latitude (g = 980.6199 gals.).
 EZ0905
 EZ0905.The modeled gravity was interpolated from observed gravity values.
 EZ0905
 EZ0905;                    North         East     Units Scale Factor Converg.
 EZ0905;SPC NC       -   233,237.476   644,440.738   MT  0.99992734   +0 13 21.4
 EZ0905;SPC NC       -   765,213.29  2,114,302.65   sFT  0.99992734   +0 13 21.4
 EZ0905;UTM  17      - 3,970,151.039   715,439.565   MT  1.00017196   +1 23 52.2
 EZ0905
 EZ0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0905!SPC NC       -   0.99998787  x   0.99992734  =   0.99991521
 EZ0905!UTM  17      -   0.99998787  x   1.00017196  =   1.00015982
 EZ0905
 EZ0905:                Primary Azimuth Mark                     Grid Az
 EZ0905:SPC NC       -  COX                                      188 41 07.4
 EZ0905:UTM  17      -  COX                                      187 30 36.6
 EZ0905
 EZ0905|---------------------------------------------------------------------|
 EZ0905| PID    Reference Object                     Distance      Geod. Az  |
 EZ0905|                                                           dddmmss.s |
 EZ0905| EZ0906 COX                                 437.399 METERS 1885428.8 |
 EZ0905|---------------------------------------------------------------------|
 EZ0905
 EZ0905                          SUPERSEDED SURVEY CONTROL
 EZ0905
 EZ0905  NAD 83(1986)-  35 51 06.87428(N)    078 36 51.44654(W) AD(       ) 2
 EZ0905  NAD 27      -  35 51 06.34579(N)    078 36 52.43228(W) AD(       ) 2
 EZ0905  NGVD 29 (??/??/92)  110.42   (m)          362.3    (f) COMPUTED    2 0
 EZ0905
 EZ0905.Superseded values are not recommended for survey control.
 EZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0905.See file dsdata.txt to determine how the superseded data were derived.
 EZ0905
 EZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1544070151(NAD 83)
 EZ0905_MARKER: DE = TRAVERSE STATION DISK
 EZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0905_SP_SET: CONCRETE POST
 EZ0905_STAMPING: APTS 1972
 EZ0905_MARK LOGO: NCGS  
 EZ0905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0905+STABILITY: SURFACE MOTION
 EZ0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0905+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 EZ0905
 EZ0905  HISTORY     - Date     Condition        Report By
 EZ0905  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0905  HISTORY     - 1972     GOOD             NCGS
 EZ0905  HISTORY     - 1985     GOOD             NCGS
 EZ0905  HISTORY     - 1985     GOOD             NCGS
 EZ0905  HISTORY     - 19871013 GOOD             NCGS
 EZ0905  HISTORY     - 20060829 GOOD             GEOCAC
 EZ0905
 EZ0905                          STATION DESCRIPTION
 EZ0905
 EZ0905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0905'APTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0905'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA.
 EZ0905'
 EZ0905'APTS IS LOCATED APPROXIMATELY 0.6 MILE WEST OF MILLBROOK, AND 5.2
 EZ0905'MILES NNE OF CAPITOL SQUARE IN RALEIGH.  TO REACH STATION FROM
 EZ0905'MILLBROOK UNITED METHODIST CHURCH IN MILLBROOK, PROCEED WEST ALONG
 EZ0905'MILLBROOK ROAD, (SR 2113) FOR 0.5 MILE TO INTERSECTION WITH FALLS
 EZ0905'OF NEUSE ROAD (SR 2000 N) AT QUAIL CORNERS.  THENCE NORTH ALONG
 EZ0905'FALLS OF NEUSE ROAD FOR 0.15 MILE TO DRIVE EAST (TO QUAIL RIDGE
 EZ0905'APARTMENTS) AND STATION IN NE QUAD.
 EZ0905'
 EZ0905'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED APTS
 EZ0905'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0905'FLUSH WITH THE GROUND.
 EZ0905'
 EZ0905'MARK IS
 EZ0905'21.2 FEET E OF A EAST EDGE OF EAST CURB OF FALLS OF NEUSE ROAD.
 EZ0905'3.9 FEET N OF A NORTH EDGE OF NORTH CURB OF DRIVE TO QUAIL
 EZ0905'APARTMENTS.
 EZ0905'15.4 FEET S OF THE BASE OF 6 INCH HOLLY TREE.
 EZ0905'57.1 FEET N OF TOP OF TELEPHONE JUNCTION BOX BETWEEN DRIVES TO
 EZ0905'APARTMENTS.
 EZ0905'41.6 FEET NE OF ALUMINUM REF. TAG ON PP.
 EZ0905'36.8 FEET W OF ALUMINUM REF. TAG ON 45 INCH WATER OAK.
 EZ0905
 EZ0905                          STATION RECOVERY (1972)
 EZ0905
 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0905'0.6 MI W FROM MILLBROOK.
 EZ0905'APTS IS LOCATED APPROXIMATELY 5.2 MILES NNE OF CAPITOL SQUARE IN
 EZ0905'RALEIGH.  TO REACH STATION FROM MILLBROOK UNITED METHODIST CHURCH
 EZ0905'IN MILLBROOK, PROCEED WEST ALONG MILLBROOK ROAD, (SR 2113) FOR
 EZ0905'0.5 MILES TO INTERSECTION WITH FALLS OF NEUSE ROAD (SR 2000) AT
 EZ0905'QUAIL CORNERS, THENCE NORTH ALONG FALLS OF NEUSE ROAD FOR 0.15
 EZ0905'MILES TO DRIVE EAST (TO QUAIL RIDGE APARTMENTS) AND STATION IN
 EZ0905'NE QUADRANT OF INTERSECTION, 21.2 FT E OF A EAST EDGE OF EAST CURB
 EZ0905'OF FALLS OF NEUSE ROAD, 3.9 FT N OF A NORTH EDGE OF NORTH CURB
 EZ0905'OF DRIVE TO QUAIL APARTMENTS, 15.4 FT S OF THE BASE OF 6 IN HOLLY
 EZ0905'TREE, 57.1 FT N OF TOP OF TELEPHONE JUNCTION BOX BETWEEN DRIVES
 EZ0905'TO APARTMENTS, 41.6 FT NE OF ALUMINUM REF. TAG ON PP, AND 36.8 FT
 EZ0905'W OF ALUMINUM REF. TAG ON 45 IN WATER OAK.
 EZ0905
 EZ0905                          STATION RECOVERY (1985)
 EZ0905
 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0905'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0905'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING
 EZ0905'CORRECTIONS. THE MARK IS 4.7 METERS (15.3 FT) EAST-SOUTHEAST OF
 EZ0905'FIRE HYDRANT, THE 45 INCH WATER OAK HAS BEEN REMOVED, AND THE
 EZ0905'LINE OF SIGHT TO NCGS STATION--COX--IS GOOD.
 EZ0905'
 EZ0905'NCGS
 EZ0905
 EZ0905                          STATION RECOVERY (1985)
 EZ0905
 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 EZ0905'RECOVERED IN GOOD CONDITION.
 EZ0905
 EZ0905                          STATION RECOVERY (1987)
 EZ0905
 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ0905'RECOVERED AS DESCRIBED.  MARK IS ALSO 66.0 FT (20.1 M) WEST-NORTHWEST
 EZ0905'OF A METAL LAMP POST.
 EZ0905
 EZ0905                          STATION RECOVERY (2006)
 EZ0905
 EZ0905'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5921 ***********************************************************************
 AE5921  DESIGNATION -  AQUA
 AE5921  PID         -  AE5921
 AE5921  STATE/COUNTY-  NC/BEAUFORT
 AE5921  USGS QUAD   -  SOUTH CREEK (1993)
 AE5921
 AE5921                         *CURRENT SURVEY CONTROL
 AE5921  ___________________________________________________________________
 AE5921* NAD 83(2001)-  35 21 50.34264(N)    076 43 01.22011(W)     ADJUSTED  
 AE5921* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 AE5921  ___________________________________________________________________
 AE5921  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AE5921  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 AE5921  DYNAMIC HT  -           1.740 (meters)       5.71  (feet)  COMP
 AE5921  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 AE5921
 AE5921  HORZ ORDER  -  SECOND
 AE5921  VERT ORDER  -  SECOND    CLASS II
 AE5921
 AE5921.The horizontal coordinates were established by classical geodetic methods
 AE5921.and adjusted by the National Geodetic Survey in August 2005.
 AE5921
 AE5921.The orthometric height was determined by differential leveling
 AE5921.and adjusted in June 1998.
 AE5921
 AE5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5921
 AE5921.The geoid height was determined by GEOID03.
 AE5921
 AE5921.The dynamic height is computed by dividing the NAVD 88
 AE5921.geopotential number by the normal gravity value computed on the
 AE5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5921.degrees latitude (g = 980.6199 gals.).
 AE5921
 AE5921.The modeled gravity was interpolated from observed gravity values.
 AE5921
 AE5921;                    North         East     Units Scale Factor Converg.
 AE5921;SPC NC       -   181,424.830   817,040.185   MT  0.99987450   +1 19 03.6
 AE5921;SPC NC       -   595,224.63  2,680,572.67   sFT  0.99987450   +1 19 03.6
 AE5921;UTM  18      - 3,914,761.730   344,009.598   MT  0.99989987   -0 59 38.2
 AE5921
 AE5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5921!SPC NC       -   1.00000557  x   0.99987450  =   0.99988007
 AE5921!UTM  18      -   1.00000557  x   0.99989987  =   0.99990544
 AE5921
 AE5921                          SUPERSEDED SURVEY CONTROL
 AE5921
 AE5921  NAD 83(1986)-  35 21 50.35194(N)    076 43 01.23072(W) AD(       ) 2
 AE5921  NGVD 29 (04/29/98)    2.09   (m)            6.9    (f) LEVELING    3  
 AE5921
 AE5921.Superseded values are not recommended for survey control.
 AE5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5921.See file dsdata.txt to determine how the superseded data were derived.
 AE5921
 AE5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4401014762(NAD 83)
 AE5921_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5921_STAMPING: AQUA 1983
 AE5921_MARK LOGO: NCGS  
 AE5921_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5921+STABILITY: SURFACE MOTION
 AE5921
 AE5921  HISTORY     - Date     Condition        Report By
 AE5921  HISTORY     - 1983     MONUMENTED       NCGS
 AE5921
 AE5921                          STATION DESCRIPTION
 AE5921
 AE5921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5921'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTHEAST OF AURORA AND 15.3
 AE5921'KM (9.50 MI) EAST-NORTHEAST OF EDWARD. ALONG SR 1004 FOR 2.1 KM (1.30
 AE5921'MI) WEST-NORTHWEST FROM THE END OF SR 1004 AT HICKORY POINT, OR 3.3 KM
 AE5921'(2.05 MI) EAST-SOUTHEAST FROM THE FERRY LOADING DOCK AT THE
 AE5921'INTERSECTION OF NC 306 AND SR 1004, TO A DIRT DRIVEWAY AND THE
 AE5921'STATION, ON A DITCH BANK. MARK IS RECESSED 2 INCHES BELOW GROUND.
 AE5921'LOCATED 12.4 M (40.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1004,
 AE5921'48.5 M (159.1 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE SR
 AE5921'WITH A DIRT DRIVEWAY, 48.8 M (160.1 FT) WEST OF THE NORTH END OF A SR
 AE5921'CULVERT, 44.8 M (147.0 FT) WEST-NORTHWEST OF THE SOUTH END OF A SR
 AE5921'CULVERT, 21.4 M (70.2 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER,
 AE5921'AND 33.9 M (111.2 FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7226 ***********************************************************************
 DK7226  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7226  DESIGNATION -  AQUA
 DK7226  PID         -  DK7226
 DK7226  STATE/COUNTY-  NC/CARTERET
 DK7226  USGS QUAD   -  MANSFIELD (1994)
 DK7226
 DK7226                         *CURRENT SURVEY CONTROL
 DK7226  ___________________________________________________________________
 DK7226* NAD 83(2007)-  34 42 03.70652(N)    076 49 54.34134(W)     ADJUSTED  
 DK7226* NAVD 88     -         0.48   (meters)       1.6    (feet)  GPS OBS   
 DK7226  ___________________________________________________________________
 DK7226  EPOCH DATE  -        2002.00
 DK7226  X           -   1,195,860.259 (meters)                     COMP
 DK7226  Y           -  -5,111,319.502 (meters)                     COMP
 DK7226  Z           -   3,610,627.435 (meters)                     COMP
 DK7226  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DK7226  ELLIP HEIGHT-         -36.960 (meters)          (10/28/08) ADJUSTED
 DK7226  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 DK7226  HORZ ORDER  -  FIRST
 DK7226  ELLP ORDER  -  FOURTH    CLASS II
 DK7226
 DK7226.The horizontal coordinates were established by GPS observations
 DK7226.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2008.
 DK7226
 DK7226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7226.The horizontal coordinates are valid at the epoch date displayed above.
 DK7226.The epoch date for horizontal control is a decimal equivalence
 DK7226.of Year/Month/Day.
 DK7226
 DK7226.The orthometric height was determined by GPS observations and a
 DK7226.high-resolution geoid model.
 DK7226.The orthometric height was determined by GPS observations and a
 DK7226.high-resolution geoid model using precise GPS observation and
 DK7226.processing techniques.
 DK7226
 DK7226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7226
 DK7226.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7226
 DK7226.The ellipsoidal height was determined by GPS observations
 DK7226.and is referenced to NAD 83.
 DK7226
 DK7226.The geoid height was determined by GEOID03.
 DK7226
 DK7226;                    North         East     Units Scale Factor Converg.
 DK7226;SPC NC       -   107,668.078   808,220.990   MT  0.99991847   +1 15 05.2
 DK7226;SPC NC       -   353,241.02  2,651,638.36   sFT  0.99991847   +1 15 05.2
 DK7226;UTM  18      - 3,841,416.230   332,232.907   MT  0.99994692   -1 02 35.0
 DK7226
 DK7226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7226!SPC NC       -   1.00000580  x   0.99991847  =   0.99992427
 DK7226!UTM  18      -   1.00000580  x   0.99994692  =   0.99995272
 DK7226
 DK7226                          SUPERSEDED SURVEY CONTROL
 DK7226
 DK7226.No superseded survey control is available for this station.
 DK7226
 DK7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3223341416(NAD 83)
 DK7226_MARKER: F = FLANGE-ENCASED ROD
 DK7226_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7226_STAMPING: AQUA 2007
 DK7226_MARK LOGO: NCGS  
 DK7226_PROJECTION: RECESSED 10 CENTIMETERS
 DK7226_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK7226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7226+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 DK7226_ROD/PIPE-DEPTH: 21   meters
 DK7226_SLEEVE-DEPTH  : 0.9 meters
 DK7226
 DK7226  HISTORY     - Date     Condition        Report By
 DK7226  HISTORY     - 20070125 MONUMENTED       NCGS
 DK7226
 DK7226                          STATION DESCRIPTION
 DK7226
 DK7226'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2007
 DK7226'STATION IS LOCATED ABOUT 5.3 MI (8.53 KM) WEST OF ATLANTIC BEACH AND
 DK7226'2.9 MI (4.67 KM) EAST OF SALTER PATH IN PINE KNOLL SHORES AT THE PINE
 DK7226'KNOLL SHORES AQUARIUM DOCK.
 DK7226' 
 DK7226'PROCEED ALONG N.C 58 FOR 3.55 MI (5.71 KM) WEST FROM ATLANTIC BEACH
 DK7226'POST OFFICE TO PINE KNOLL BOULEVARD, THENCE NORTH ON PINE KNOLL
 DK7226'BOULEVARD FOR 0.17 MI (0.27 KM) TO ROOSEVELT BOULEVARD, THENCE WEST ON
 DK7226'ROOSEVELT BOULEVARD FOR 0.43 MI (0.69 KM) TO THE PINE KNOLL SHORES
 DK7226'AQUARIUM PARKING LOT, THENCE SOUTHWEST THROUGH PARKING LOT FOR 500 FT
 DK7226'(152.4 M) TO STAFF ONLY ACCESS ROAD, THENCE ALONG ACCESS ROAD TO
 DK7226'NORTHWEST CORNER OF PARKING LOT NEAR LOADING RAMP, THENCE WEST ALONG
 DK7226'FOOT PATH FOR 525 FT (160.0 M) TO DOCK AND STATION ON RIGHT.
 DK7226' 
 DK7226'MARK IS ABOUT 0.5 FT (0.2 M) LOWER THAN THE DIRT PATH AND IS RECESSED
 DK7226'4 INCHES (10 CM) BELOW THE GROUND.  LOCATED 20.5 FT (6.2 M) NORTH OF
 DK7226'THE CENTERLINE OF DIRT PATH TO DOCK, 53.1 FT (16.2 M) NORTH-NORTHWEST
 DK7226'OF THE WEST END OF WOODEN FENCE, 17.5 FT (5.3 M) NORTHEAST OF THE
 DK7226'NORTHEAST END OF RAMP TO DOCK, 24.0 FT (7.3 M) SOUTHEAST OF EAST MOST
 DK7226'CORNER OF DOCK AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.NOTE--ACCESS
 DK7226'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2033 ***********************************************************************
 FA2033  CBN         -  This is a Cooperative Base Network Control Station.
 FA2033  DESIGNATION -  AQUADALE
 FA2033  PID         -  FA2033
 FA2033  STATE/COUNTY-  NC/STANLY
 FA2033  USGS QUAD   -  AQUADALE (1983)
 FA2033
 FA2033                         *CURRENT SURVEY CONTROL
 FA2033  ___________________________________________________________________
 FA2033* NAD 83(2007)-  35 13 57.16612(N)    080 12 47.03682(W)     ADJUSTED  
 FA2033* NAVD 88     -       173.275  (meters)     568.49   (feet)  ADJUSTED  
 FA2033  ___________________________________________________________________
 FA2033  EPOCH DATE  -        2002.00
 FA2033  X           -     886,590.107 (meters)                     COMP
 FA2033  Y           -  -5,139,797.087 (meters)                     COMP
 FA2033  Z           -   3,659,052.802 (meters)                     COMP
 FA2033  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FA2033  ELLIP HEIGHT-         142.891 (meters)          (02/10/07) ADJUSTED
 FA2033  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA2033  DYNAMIC HT  -         173.120 (meters)     567.98  (feet)  COMP
 FA2033
 FA2033  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2033  Type    PID    Designation                      North   East  Ellip
 FA2033  -------------------------------------------------------------------
 FA2033  NETWORK FA2033 AQUADALE                          0.22   0.20   0.65
 FA2033  -------------------------------------------------------------------
 FA2033  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FA2033
 FA2033  VERT ORDER  -  SECOND    CLASS II
 FA2033
 FA2033.The horizontal coordinates were established by GPS observations
 FA2033.and adjusted by the National Geodetic Survey in February 2007.
 FA2033
 FA2033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2033.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2033.The horizontal coordinates are valid at the epoch date displayed above.
 FA2033.The epoch date for horizontal control is a decimal equivalence
 FA2033.of Year/Month/Day.
 FA2033
 FA2033.The orthometric height was determined by differential leveling
 FA2033.and adjusted in January 2005.
 FA2033.No vertical observational check was made to the station.
 FA2033
 FA2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2033
 FA2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2033
 FA2033.The ellipsoidal height was determined by GPS observations
 FA2033.and is referenced to NAD 83.
 FA2033
 FA2033.The geoid height was determined by GEOID03.
 FA2033
 FA2033.The dynamic height is computed by dividing the NAVD 88
 FA2033.geopotential number by the normal gravity value computed on the
 FA2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA2033.degrees latitude (g = 980.6199 gals.).
 FA2033
 FA2033.The modeled gravity was interpolated from observed gravity values.
 FA2033
 FA2033;                    North         East     Units Scale Factor Converg.
 FA2033;SPC NC       -   165,133.327   499,193.683   MT  0.99987265   -0 42 00.5
 FA2033;SPC NC       -   541,774.92  1,637,771.27   sFT  0.99987265   -0 42 00.5
 FA2033;UTM  17      - 3,899,115.737   571,606.059   MT  0.99966319   +0 27 14.4
 FA2033
 FA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2033!SPC NC       -   0.99997757  x   0.99987265  =   0.99985022
 FA2033!UTM  17      -   0.99997757  x   0.99966319  =   0.99964077
 FA2033
 FA2033:                Primary Azimuth Mark                     Grid Az
 FA2033:SPC NC       -  PORTERS                                  022 51 04.8
 FA2033:UTM  17      -  PORTERS                                  021 41 49.9
 FA2033
 FA2033|---------------------------------------------------------------------|
 FA2033| PID    Reference Object                     Distance      Geod. Az  |
 FA2033|                                                           dddmmss.s |
 FA2033| FA1913 PORTERS                             APPROX.10.7 KM 0220904.3 |
 FA2033| FA3732 AQUADALE RM 1                         3.480 METERS 06743     |
 FA2033| FA2044 AQUADALE RM 2 AZIMUTH               483.181 METERS 0750409.5 |
 FA2033| FA2037 SOUTH STANLY HS WT                  APPROX. 4.5 KM 0920156.2 |
 FA2033| FA1967 MOUNT GILEAD MUNICIPAL TANK         APPROX.19.0 KM 0942654.4 |
 FA2033| FA1979 NORWOOD NEW MUN TANK                APPROX. 8.5 KM 0944113.7 |
 FA2033| EC1282 WADESBORO MUNICIPAL TANK            APPROX.32.1 KM 1570739.1 |
 FA2033| FA3733 AQUADALE RM 3                         3.544 METERS 20012     |
 FA2033|---------------------------------------------------------------------|
 FA2033
 FA2033                          SUPERSEDED SURVEY CONTROL
 FA2033
 FA2033  NAD 83(1986)-  35 13 57.18046(N)    080 12 47.04590(W) AD(       ) B
 FA2033  NAD 83(2001)-  35 13 57.16620(N)    080 12 47.03707(W) AD(       ) B
 FA2033  ELLIP H (01/30/03)  142.896  (m)                       GP(       ) 4 2
 FA2033  NAD 83(1986)-  35 13 57.17802(N)    080 12 47.04915(W) AD(       ) 1
 FA2033  NAD 83(1995)-  35 13 57.16658(N)    080 12 47.03666(W) AD(       ) B
 FA2033  ELLIP H (09/11/96)  142.890  (m)                       GP(       ) 4 1
 FA2033  NAD 83(1986)-  35 13 57.17849(N)    080 12 47.04597(W) AD(       ) 1
 FA2033  NAD 27      -  35 13 56.65600(N)    080 12 47.82700(W) AD(       ) 1
 FA2033  NAVD 88 (06/10/05)  173.28   (m)          568.5    (f) LEVELING    3  
 FA2033  NGVD 29 (12/22/97)  173.6    (m)          570.     (f) GPS OBS     3  
 FA2033
 FA2033.Superseded values are not recommended for survey control.
 FA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2033.See file dsdata.txt to determine how the superseded data were derived.
 FA2033
 FA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7160699116(NAD 83)
 FA2033_MARKER: DS = TRIANGULATION STATION DISK
 FA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2033_STAMPING: AQUADALE 1933
 FA2033_MARK LOGO: CGS   
 FA2033_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2033+STABILITY: SURFACE MOTION
 FA2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2033+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 FA2033
 FA2033  HISTORY     - Date     Condition        Report By
 FA2033  HISTORY     - 1933     MONUMENTED       CGS
 FA2033  HISTORY     - 1948     GOOD             CGS
 FA2033  HISTORY     - 1967     GOOD             CGS
 FA2033  HISTORY     - 1974     GOOD             NGS
 FA2033  HISTORY     - 1975     GOOD             NCGS
 FA2033  HISTORY     - 19931115 GOOD             NCGS
 FA2033  HISTORY     - 19960508 GOOD             NCGS
 FA2033  HISTORY     - 19980310 GOOD             NCGS
 FA2033  HISTORY     - 20010411 GOOD             NCGS
 FA2033  HISTORY     - 20030522 GOOD             NCGS
 FA2033  HISTORY     - 20030522 GOOD             NCGS
 FA2033  HISTORY     - 20040515 GOOD             NCGS
 FA2033  HISTORY     - 20040616 GOOD             NCGS
 FA2033
 FA2033                          STATION DESCRIPTION
 FA2033
 FA2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA2033'ABOUT 6-1/2 MILES EAST OF OAKBORO AND 5-1/4 MILES NORTH-NORTHWEST OF
 FA2033'NORWOOD, ON LAND OWNED BY W. B. POPLIN TO REACH FROM OAKBORO, TURN
 FA2033'HALF-LEFT JUST BEFORE CROSSING RAILROAD TRACK ONTO AQUADALE ROAD,
 FA2033'PROCEED 2.0 MILES TO ROAD INTERSECTION AT CHURCH, KEEP STRAIGHT
 FA2033'4.4 MILES ON CENTER ROAD OR 2.15 MILES BEYOND CROSSING LARGE
 FA2033'CREEK, TURN LEFT ONTO T-ROAD TO AQUADALE, AND CROSS RAILROAD TRACK
 FA2033'AT 0.2 MILE.  TURN RIGHT ALONG NORTH RIDE OF TRACKS, CONTINUE 0.6
 FA2033'MILE, TAKE LEFT FORK THROUGH WOODS LEADING TO POPLINS HOUSE, AND
 FA2033'FOLLOW 0.1 MILE TO STATION SITE.  STATION IS IN UNCULTIVATED AREA,
 FA2033'23.5 FEET WEST OF CENTER LINE OF ROAD, AND 36.8 FEET SOUTH OF
 FA2033'AND 3 FEET WEST OF EAST SIDE EXTENDED OF CORNCRIB.  A NUMBER OF
 FA2033'LOOSE BOULDERS ARE NEAR STATION.
 FA2033'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 FA2033'MARKS IN CONCRETE.
 FA2033'
 FA2033'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK,
 FA2033'IN TOP OF 3-BY-4 FOOT ROCK OUTCROP ABOUT 6 INCHES ABOVE
 FA2033'SURFACE OF GROUND, 64 FEET EAST OF ROAD LEADING TO POPLINS HOUSE,
 FA2033'AND 114.20 FEET FROM STATION N 67 DEG 42 MIN E.
 FA2033'
 FA2033'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK
 FA2033'IN CONCRETE ON LAND OWNED BY MR. CARPENTER
 FA2033'OPPOSITE BOUNDARY CORNER BETWEEN LAND OWNED BY JOHN POPLIN AND
 FA2033'WALTER POPLIN, AT TOP OF GRADE 15 FEET NORTH OF CENTER LINE OF
 FA2033'AQUADALE ROAD, AND APPROXIMATELY 0.4 MILE FROM STATION
 FA2033'N 75 DEG 04 MIN E.
 FA2033'
 FA2033'REFERENCE MARK NO. 3 IS STANDARD REFERENCE DISK,
 FA2033'IN TOP OF 1 1/4-BY 3-FOOT ROCK OUTCROP ABOUT 4
 FA2033'INCHES ABOVE SURFACE OF GROUND, IN CULTIVATED FIELD, 23 FEET WEST
 FA2033'OF ROAD LEADING TO POPLINS HOUSE, AND 116.27 FEET FROM STATION
 FA2033'S 20 DEG 12 MIN W.
 FA2033
 FA2033                          STATION RECOVERY (1948)
 FA2033
 FA2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2033'STATION WAS RECOVERED AS DESCRIBED IN 1933 AND ALL MARKS WERE
 FA2033'FOUND IN VERY GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 FA2033'REFERENCE MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION
 FA2033'IS REACHED AS FOLLOWS--
 FA2033'
 FA2033'TO REACH THE STATION FROM THE RAILROAD CROSSING IN AQUADALE, GO EAST
 FA2033'ON AQUADALE ROAD AND ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR
 FA2033'0.6 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO THE
 FA2033'STATION ON THE LEFT AS DESCRIBED.
 FA2033'
 FA2033'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA2033
 FA2033                          STATION RECOVERY (1967)
 FA2033
 FA2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 FA2033'ALL MARKS RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.
 FA2033'
 FA2033'STATION MARK PROJECTS 8 INCHES.
 FA2033'
 FA2033'RM 1 PROJECTS 8 INCHES FROM CULTIVATED FIELD.
 FA2033'
 FA2033'RM 2 (AZIMUTH MARK) PROJECTS 8 INCHES, AT THE EDGE OF
 FA2033'CULTIVATED FIELD, 17 FEET NORTH OF THE CENTER OF PAVED ROAD,
 FA2033'AT THE TOP OF A ROCK HIGHWAY CUT, ACROSS THE ROAD FROM AND IN LINE
 FA2033'EXTENDED OF A NORTH-SOUTH FENCE DIVIDING FIELDS.
 FA2033'
 FA2033'RM 3 PROJECTS 5 INCHES FROM PASTURE.
 FA2033'
 FA2033'TO REACH FROM THE CROSSROADS AT THE EAST SIDE OF THE LARGE SCHOOL
 FA2033'BUILDING IN AQUADALE, GO EAST ALONG THE NORTH SIDE OF THE RAILROAD
 FA2033'TRACKS FOR 0.6 MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO
 FA2033'0.1 MILE TO THE STATION MARK ON THE LEFT, IN PASTURE, AT A
 FA2033'SCATTERED GROUP OF BOULDERS.
 FA2033
 FA2033                          STATION RECOVERY (1974)
 FA2033
 FA2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FA2033'THIS STATION IS RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (1975)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 FA2033'AQUADALE 1933 GOOD.
 FA2033'
 FA2033'AQUADALE NO 1 1933 GOOD.
 FA2033'
 FA2033'AQUADALE NO 2 1933 (AZ. MK.) HAS BEEN DISTURBED, NOW LEANING NW.
 FA2033'
 FA2033'AQUADALE NO 3 1933 GOOD.
 FA2033'
 FA2033'TO REACH STATION FROM THE NORFOLK-SOUTHERN RAILROAD CROSSING OF NC
 FA2033'138 IN AQUADALE, PROCEED EAST ALONG SR 1922 FOR 0.6 MILE TO SR 1921
 FA2033'(N), THENCE NORTH ALONG SR 1921 FOR ABOUT 400 FEET TO STATION ON
 FA2033'LEFT IN MIDDLE OF A LIVESTOCK FEEDING LOT ON PROPERTY OF POPLIN
 FA2033'FARM. 37.5 FT. WNW OF C/L OF SR 1921, 36.4 FT. SSW OF SE CORNER OF
 FA2033'BARN, 24.0 FT. NNW OF A CORNER FENCE POST AND PROJECTING 5 INCHES.
 FA2033'
 FA2033'AZIMUTH MARK IS 0.2 MILE WEST OF INTERSECTION OF SR 1922 WITH SR
 FA2033'1995, ON TOP OF A 2 FOOT BANK. 17.5 FT. NE OF C/L OF SR 1922, 37.0
 FA2033'FT. ENE OF A CORNER FENCE POST ON SOUTH SIDE OF ROAD AND PROJECTING
 FA2033'6 INCHES.
 FA2033
 FA2033                          STATION RECOVERY (1993)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 FA2033'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. STATION IS
 FA2033'LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF OAKBORO AND 5.25 MI (8.45 KM)
 FA2033'NORTH-NORTHWEST OF NORWOOD. PROCEED ALONG SR 1922-SOUTH STANLY SCHOOL
 FA2033'ROAD FOR 0.6 MI (1.0 KM) EAST FROM NC 138 (AT AQUADALE ELEMENTARY
 FA2033'SCHOOL), THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1921-WINFIELD
 FA2033'ROAD, TO THE STATION ON THE WEST SIDE OF THE ROAD, IN THE EAST EDGE OF
 FA2033'A PASTURE.  CONTACT PERSON IS MRS. MARY THOMPSON AT 704-474-3971. MARK
 FA2033'IS ABOUT LEVEL WITH SR 1921 AND PROJECTS 12 INCHES ABOVE THE GROUND.
 FA2033'LOCATED 36.7 FT (11.2 M) WEST-NORTHWEST OF THE CENTERLINE OF SR
 FA2033'1921--AND 180.4 FT (55.0 M) EAST OF A POWER POLE, 168.0 FT (51.2 M)
 FA2033'SOUTH-SOUTHWEST OF A POWER POLE, 24.0 FT (7.3 M) NORTH OF A FENCE
 FA2033'POST--ALL WITH REFERENCE TAGS. THE AZIMUTH MARK WAS RECOVERED
 FA2033'PROJECTING APPROXIMATELY 12 INCHES AND LEANING TO THE NORTH.  THE LINE
 FA2033'OF SIGHT TO THE STATION WAS CLEAR.  RM 1 AND RM 3 WERE NOT SEARCHED
 FA2033'FOR AT THIS TIME.
 FA2033
 FA2033                          STATION RECOVERY (1996)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (1998)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (2001)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (2003)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (2003)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (2004)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 FA2033'RECOVERED AS DESCRIBED.
 FA2033
 FA2033                          STATION RECOVERY (2004)
 FA2033
 FA2033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (TRW)
 FA2033'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3732 ***********************************************************************
 FA3732  DESIGNATION -  AQUADALE RM 1
 FA3732  PID         -  FA3732
 FA3732  STATE/COUNTY-  NC/STANLY
 FA3732  USGS QUAD   -  AQUADALE (1983)
 FA3732
 FA3732                         *CURRENT SURVEY CONTROL
 FA3732  ___________________________________________________________________
 FA3732* NAD 83(1986)-  35 13 57.     (N)    080 12 46.     (W)     SCALED    
 FA3732* NAVD 88     -       172.464  (meters)     565.83   (feet)  ADJUSTED  
 FA3732  ___________________________________________________________________
 FA3732  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA3732  DYNAMIC HT  -         172.310 (meters)     565.32  (feet)  COMP
 FA3732  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FA3732
 FA3732  VERT ORDER  -  SECOND    CLASS II
 FA3732
 FA3732.The horizontal coordinates were scaled from a topographic map and have
 FA3732.an estimated accuracy of +/- 6 seconds.
 FA3732
 FA3732.The orthometric height was determined by differential leveling
 FA3732.and adjusted in January 2005.
 FA3732.No vertical observational check was made to the station.
 FA3732
 FA3732.The geoid height was determined by GEOID03.
 FA3732
 FA3732.The dynamic height is computed by dividing the NAVD 88
 FA3732.geopotential number by the normal gravity value computed on the
 FA3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3732.degrees latitude (g = 980.6199 gals.).
 FA3732
 FA3732.The modeled gravity was interpolated from observed gravity values.
 FA3732
 FA3732;                    North         East    Units  Estimated Accuracy
 FA3732;SPC NC       -   165,130.      499,220.      MT  (+/- 180 meters Scaled)
 FA3732
 FA3732                          SUPERSEDED SURVEY CONTROL
 FA3732
 FA3732.No superseded survey control is available for this station.
 FA3732
 FA3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU716991(NAD 83)
 FA3732_MARKER: DR = REFERENCE MARK DISK
 FA3732_SETTING: 66 = SET IN ROCK OUTCROP
 FA3732_STAMPING: AQUADALE NO 1 1933
 FA3732_MARK LOGO: CGS   
 FA3732_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FA3732+STABILITY: POSITION/ELEVATION WELL
 FA3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3732+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 FA3732
 FA3732  HISTORY     - Date     Condition        Report By
 FA3732  HISTORY     - 1933     MONUMENTED       CGS
 FA3732  HISTORY     - 19960522 GOOD             NCGS
 FA3732  HISTORY     - 20010411 GOOD             NCGS
 FA3732
 FA3732                          STATION DESCRIPTION
 FA3732
 FA3732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA3732'STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH OF ALBEMARLE AND 2.7 MI (4.3
 FA3732'KM) WEST OF NORWOOD. PROCEED ALONG SR 1922 (SOUTH STANLY SCHOOL ROAD)
 FA3732'FOR 0.6 MI (1.0 KM) EAST FROM NC 138 (AT AQUADALE ELEMENTARY SCHOOL),
 FA3732'THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1921 (WINFIELD ROAD) TO
 FA3732'THE STATION, ON THE EAST SIDE OF THE ROAD. CONTACT--MRS. MARY THOMPSON
 FA3732'AT (704) 474-3971--. MARK PROJECTS 4 INCHES AND IS ABOUT 1-FOOT LOWER
 FA3732'THAN SR 1921. LOCATED 52.0 FT (15.8 M) EAST-SOUTHEAST OF THE
 FA3732'CENTERLINE OF SR 1921, 114.2 FT (34.8 M) EAST-NORTHEAST OF CGS
 FA3732'STATION--AQUADALE--AND 138.3 FT (42.2 M) WEST OF A POWER POLE WITH A
 FA3732'REFERENCE TAG.
 FA3732
 FA3732                          STATION RECOVERY (2001)
 FA3732
 FA3732'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA3732'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2044 ***********************************************************************
 FA2044  DESIGNATION -  AQUADALE RM 2 AZIMUTH
 FA2044  PID         -  FA2044
 FA2044  STATE/COUNTY-  NC/STANLY
 FA2044  USGS QUAD   -  AQUADALE (1983)
 FA2044
 FA2044                         *CURRENT SURVEY CONTROL
 FA2044  ___________________________________________________________________
 FA2044* NAD 83(2001)-  35 14 01.20622(N)    080 12 28.57813(W)     ADJUSTED  
 FA2044* NAVD 88     -       162.039  (meters)     531.62   (feet)  ADJUSTED  
 FA2044  ___________________________________________________________________
 FA2044  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FA2044  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA2044  DYNAMIC HT  -         161.894 (meters)     531.15  (feet)  COMP
 FA2044  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 FA2044
 FA2044  HORZ ORDER  -  SECOND
 FA2044  VERT ORDER  -  SECOND    CLASS II
 FA2044
 FA2044.The horizontal coordinates were established by classical geodetic methods
 FA2044.and adjusted by the National Geodetic Survey in August 2005.
 FA2044
 FA2044.The orthometric height was determined by differential leveling
 FA2044.and adjusted in January 2005.
 FA2044.No vertical observational check was made to the station.
 FA2044
 FA2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2044
 FA2044.The geoid height was determined by GEOID03.
 FA2044
 FA2044.The dynamic height is computed by dividing the NAVD 88
 FA2044.geopotential number by the normal gravity value computed on the
 FA2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA2044.degrees latitude (g = 980.6199 gals.).
 FA2044
 FA2044.The modeled gravity was interpolated from observed gravity values.
 FA2044
 FA2044;                    North         East     Units Scale Factor Converg.
 FA2044;SPC NC       -   165,252.120   499,661.848   MT  0.99987264   -0 41 49.9
 FA2044;SPC NC       -   542,164.66  1,639,307.25   sFT  0.99987264   -0 41 49.9
 FA2044;UTM  17      - 3,899,243.908   572,071.639   MT  0.99966401   +0 27 25.1
 FA2044
 FA2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2044!SPC NC       -   0.99997933  x   0.99987264  =   0.99985198
 FA2044!UTM  17      -   0.99997933  x   0.99966401  =   0.99964335
 FA2044
 FA2044                          SUPERSEDED SURVEY CONTROL
 FA2044
 FA2044  NAD 83(1986)-  35 14 01.21965(N)    080 12 28.58206(W) AD(       ) 2
 FA2044  NAD 27      -  35 14 00.69724(N)    080 12 29.36364(W) AD(       ) 2
 FA2044
 FA2044.Superseded values are not recommended for survey control.
 FA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2044.See file dsdata.txt to determine how the superseded data were derived.
 FA2044
 FA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7207299244(NAD 83)
 FA2044_MARKER: DR = REFERENCE MARK DISK
 FA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA2044_STAMPING: AQUADALE NO 2 1933
 FA2044_MARK LOGO: CGS   
 FA2044_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2044+STABILITY: SURFACE MOTION
 FA2044
 FA2044  HISTORY     - Date     Condition        Report By
 FA2044  HISTORY     - 1933     MONUMENTED       CGS
 FA2044  HISTORY     - 20010411 SEE DESCRIPTION  NCGS
 FA2044
 FA2044                          STATION DESCRIPTION
 FA2044
 FA2044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA2044'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF ALBEMARLE. ALONG
 FA2044'SOUTH STANLY SCHOOL ROAD (SR 1922) , FOR 0.95 MI (1.53 KM) EAST FROM
 FA2044'NC 138 (IN AQUADALE) , ON THE NORTH SIDE OF THE ROAD. THE MONUMENT IS
 FA2044'LEANING ABOUT 10 DEGREES TO THE NORTH.  THE NORTH SIDE OF THE MARK
 FA2044'PROJECTS ABOUT 12-INCHES, BUT THE SOUTH SIDE IS ON THE SLOPE OF A
 FA2044'DITCH BANK AND IS ALMOST COMPLETELY EXPOSED. MARK IS ABOUT 3-FEET
 FA2044'HIGHER THAN SR 1922 AND PROJECTS 12-INCHES ABOVE GROUND.  LOCATED 18.0
 FA2044'FT (5.5 M) NORTH OF THE CENTERLINE OF SR 1922, 58.8 FT (17.9 M) WEST
 FA2044'OF THE WEST END OF A CULVERT, AND 124.8 FT (38.0 M) NORTHWEST OF A
 FA2044'POWER POLE--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3733 ***********************************************************************
 FA3733  DESIGNATION -  AQUADALE RM 3
 FA3733  PID         -  FA3733
 FA3733  STATE/COUNTY-  NC/STANLY
 FA3733  USGS QUAD   -  AQUADALE (1983)
 FA3733
 FA3733                         *CURRENT SURVEY CONTROL
 FA3733  ___________________________________________________________________
 FA3733* NAD 83(1986)-  35 13 57.     (N)    080 12 46.     (W)     SCALED    
 FA3733* NAVD 88     -       173.043  (meters)     567.73   (feet)  ADJUSTED  
 FA3733  ___________________________________________________________________
 FA3733  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA3733  DYNAMIC HT  -         172.888 (meters)     567.22  (feet)  COMP
 FA3733  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 FA3733
 FA3733  VERT ORDER  -  SECOND    CLASS II
 FA3733
 FA3733.The horizontal coordinates were scaled from a topographic map and have
 FA3733.an estimated accuracy of +/- 6 seconds.
 FA3733
 FA3733.The orthometric height was determined by differential leveling
 FA3733.and adjusted in January 2005.
 FA3733.No vertical observational check was made to the station.
 FA3733
 FA3733.The geoid height was determined by GEOID03.
 FA3733
 FA3733.The dynamic height is computed by dividing the NAVD 88
 FA3733.geopotential number by the normal gravity value computed on the
 FA3733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3733.degrees latitude (g = 980.6199 gals.).
 FA3733
 FA3733.The modeled gravity was interpolated from observed gravity values.
 FA3733
 FA3733;                    North         East    Units  Estimated Accuracy
 FA3733;SPC NC       -   165,130.      499,220.      MT  (+/- 180 meters Scaled)
 FA3733
 FA3733                          SUPERSEDED SURVEY CONTROL
 FA3733
 FA3733.No superseded survey control is available for this station.
 FA3733
 FA3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU716991(NAD 83)
 FA3733_MARKER: DR = REFERENCE MARK DISK
 FA3733_SETTING: 66 = SET IN ROCK OUTCROP
 FA3733_STAMPING: AQUADALE NO 3 1933
 FA3733_MARK LOGO: CGS   
 FA3733_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FA3733+STABILITY: POSITION/ELEVATION WELL
 FA3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3733+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 FA3733
 FA3733  HISTORY     - Date     Condition        Report By
 FA3733  HISTORY     - 1933     MONUMENTED       CGS
 FA3733  HISTORY     - 19960522 GOOD             NCGS
 FA3733  HISTORY     - 20010411 GOOD             NCGS
 FA3733
 FA3733                          STATION DESCRIPTION
 FA3733
 FA3733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA3733'STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH OF ALBEMARLE AND 2.7 MI (4.3
 FA3733'KM) WEST OF NORWOOD. PROCEED ALONG SR 1922 (SOUTH STANLY SCHOOL ROAD)
 FA3733'FOR 0.6 MI (1.0 KM) EAST FROM NC 138 (AT AQUADALE ELEMENTARY SCHOOL),
 FA3733'THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1921 (WINFIELD ROAD) TO
 FA3733'THE STATION, ON THE WEST SIDE OF THE ROAD. CONTACT--MRS. MARY THOMPSON
 FA3733'AT (704) 474-3971--. MARK PROJECTS 6 INCHES AND IS ABOUT 1-FOOT LOWER
 FA3733'THAN SR 1921. LOCATED 38.8 FT (11.8 M) NORTHWEST OF THE CENTERLINE OF
 FA3733'SR 1921, 116.3 FT (35.4 M) SOUTH-SOUTHWEST OF CGS
 FA3733'STATION--AQUADALE--AND 147.0 FT (44.8 M) SOUTHEAST OF A POWER POLE
 FA3733'WITH A REFERENCE TAG.
 FA3733
 FA3733                          STATION RECOVERY (2001)
 FA3733
 FA3733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA3733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8012 ***********************************************************************
 DK8012  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8012  DESIGNATION -  AQUONI
 DK8012  PID         -  DK8012
 DK8012  STATE/COUNTY-  NC/SWAIN
 DK8012  USGS QUAD   -  WHITTIER (1978)
 DK8012
 DK8012                         *CURRENT SURVEY CONTROL
 DK8012  ___________________________________________________________________
 DK8012* NAD 83(2007)-  35 29 29.46508(N)    083 18 44.64729(W)     ADJUSTED  
 DK8012* NAVD 88     -       599.29   (meters)    1966.2    (feet)  GPS OBS   
 DK8012  ___________________________________________________________________
 DK8012  EPOCH DATE  -        2002.00
 DK8012  X           -     605,502.650 (meters)                     COMP
 DK8012  Y           -  -5,164,044.751 (meters)                     COMP
 DK8012  Z           -   3,682,733.102 (meters)                     COMP
 DK8012  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DK8012  ELLIP HEIGHT-         570.636 (meters)          (01/21/09) ADJUSTED
 DK8012  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DK8012  HORZ ORDER  -  FIRST
 DK8012  ELLP ORDER  -  FOURTH    CLASS II
 DK8012
 DK8012.The horizontal coordinates were established by GPS observations
 DK8012.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8012
 DK8012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8012.The horizontal coordinates are valid at the epoch date displayed above.
 DK8012.The epoch date for horizontal control is a decimal equivalence
 DK8012.of Year/Month/Day.
 DK8012
 DK8012.The orthometric height was determined by GPS observations and a
 DK8012.high-resolution geoid model.
 DK8012.The orthometric height was determined by GPS observations and a
 DK8012.high-resolution geoid model using precise GPS observation and
 DK8012.processing techniques.
 DK8012
 DK8012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8012
 DK8012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8012
 DK8012.The ellipsoidal height was determined by GPS observations
 DK8012.and is referenced to NAD 83.
 DK8012
 DK8012.The geoid height was determined by GEOID03.
 DK8012
 DK8012;                    North         East     Units Scale Factor Converg.
 DK8012;SPC NC       -   201,684.331   218,467.970   MT  0.99988132   -2 29 20.4
 DK8012;SPC NC       -   661,692.68    716,757.00   sFT  0.99988132   -2 29 20.4
 DK8012;UTM  17      - 3,930,011.067   290,240.334   MT  1.00014224   -1 20 34.9
 DK8012
 DK8012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8012!SPC NC       -   0.99991044  x   0.99988132  =   0.99979177
 DK8012!UTM  17      -   0.99991044  x   1.00014224  =   1.00005267
 DK8012
 DK8012:                Primary Azimuth Mark                     Grid Az
 DK8012:SPC NC       -  HARDWARE                                 035 17 55.4
 DK8012:UTM  17      -  HARDWARE                                 034 09 09.9
 DK8012
 DK8012|---------------------------------------------------------------------|
 DK8012| PID    Reference Object                     Distance      Geod. Az  |
 DK8012|                                                           dddmmss.s |
 DK8012| DK8027 HARDWARE                            APPROX. 0.5 KM 0324835.0 |
 DK8012|---------------------------------------------------------------------|
 DK8012
 DK8012                          SUPERSEDED SURVEY CONTROL
 DK8012
 DK8012.No superseded survey control is available for this station.
 DK8012
 DK8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9024030011(NAD 83)
 DK8012_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8012_STAMPING: AQUONI 2003
 DK8012_MARK LOGO: NCGS  
 DK8012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8012+STABILITY: SURFACE MOTION
 DK8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8012+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8012
 DK8012  HISTORY     - Date     Condition        Report By
 DK8012  HISTORY     - 2003     MONUMENTED       NCGS
 DK8012
 DK8012                          STATION DESCRIPTION
 DK8012
 DK8012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8012'THE MARK IS LOCATED ABOUT 9.6 MI (15.5 KM) NORTH-NORTHWEST OF SYLVA,
 DK8012'8.7 MI (13.9 KM) EAST-NORTHEAST OF BRYSON CITY AND 1.1 MI (1.8 KM)
 DK8012'NORTH OF CHEROKEE.
 DK8012' 
 DK8012'PROCEED ALONG US 441 FOR 1.95 MI (3.14 KM) NORTH CURVING EAST FROM US
 DK8012'19 (IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER),
 DK8012'THENCE SOUTH FOR 0.7 MI (1.1 KM) ALONG AQUONI ROAD, IN THE NORTHWEST
 DK8012'SHOULDER OF THE ROAD.  MARK IS ABOUT LEVEL WITH AQUONI ROAD AND
 DK8012'RECESSED ABOUT 1-INCH (3 CM) BELOW THE GROUND.
 DK8012' 
 DK8012'LOCATED 27.5 FT (8.4 M) NORTHWEST OF THE CENTERLINE OF AQUONI ROAD,
 DK8012'25.2 FT (7.7 M) SOUTH-SOUTHWEST OF THE WEST END OF A 30-INCH (76 CM)
 DK8012'CORRUGATED METAL PIPE, 26.5 FT (8.1 M) NORTH OF A DROP INLET, AND 79.4
 DK8012'FT (24.2 M) NORTH-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8239 ***********************************************************************
 AF8239  DESIGNATION -  ARABIAN
 AF8239  PID         -  AF8239
 AF8239  STATE/COUNTY-  NC/RUTHERFORD
 AF8239  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 AF8239
 AF8239                         *CURRENT SURVEY CONTROL
 AF8239  ___________________________________________________________________
 AF8239* NAD 83(2001)-  35 26 35.69041(N)    081 53 27.02196(W)     ADJUSTED  
 AF8239* NAVD 88     -       303.9    (meters)     997.     (feet)  VERT ANG  
 AF8239  ___________________________________________________________________
 AF8239  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AF8239  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AF8239  HORZ ORDER  -  SECOND
 AF8239
 AF8239.The horizontal coordinates were established by classical geodetic methods
 AF8239.and adjusted by the National Geodetic Survey in August 2005.
 AF8239
 AF8239.The orthometric height was determined by vertical angle observations.
 AF8239
 AF8239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8239
 AF8239.The geoid height was determined by GEOID03.
 AF8239
 AF8239;                    North         East     Units Scale Factor Converg.
 AF8239;SPC NC       -   191,653.344   347,201.830   MT  0.99987816   -1 40 06.6
 AF8239;SPC NC       -   628,782.68  1,139,111.34   sFT  0.99987816   -1 40 06.6
 AF8239;UTM  17      - 3,922,563.814   419,149.145   MT  0.99968055   -0 30 59.8
 AF8239
 AF8239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8239!SPC NC       -   0.99995731  x   0.99987816  =   0.99983547
 AF8239!UTM  17      -   0.99995731  x   0.99968055  =   0.99963787
 AF8239
 AF8239                          SUPERSEDED SURVEY CONTROL
 AF8239
 AF8239  NAD 83(1986)-  35 26 35.70168(N)    081 53 27.02077(W) AD(       ) 2
 AF8239
 AF8239.Superseded values are not recommended for survey control.
 AF8239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8239.See file dsdata.txt to determine how the superseded data were derived.
 AF8239
 AF8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1914922564(NAD 83)
 AF8239_MARKER: DE = TRAVERSE STATION DISK
 AF8239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8239_STAMPING: ARABIAN 1983
 AF8239_MARK LOGO: NCGS  
 AF8239_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8239+STABILITY: SURFACE MOTION
 AF8239
 AF8239  HISTORY     - Date     Condition        Report By
 AF8239  HISTORY     - 1983     MONUMENTED       NCGS
 AF8239
 AF8239                          STATION DESCRIPTION
 AF8239
 AF8239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8239'STATION IS LOCATED ABOUT 1.1 KM (0.70 MI)  SOUTH-SOUTHWEST OF
 AF8239'WESTMINSTER AND 10.5 KM (6.50 MI)  NORTHEAST OF RUTHERFORDTON. ALONG
 AF8239'US 64 FOR 3.94 KM (2.45 MI)  NORTH-NORTHEAST OF THE SR 1510
 AF8239'INTERSECTION AT MT. VERNON, OR 0.4 KM (0.25 MI)  NORTH OF SR 1558, IN
 AF8239'EAST SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND AND IS LEVEL
 AF8239'WITH US 64. LOCATED 4.57 M (14.99 FT)  EAST OF THE CENTERLINE OF US
 AF8239'64, 27.74 M (91.01 FT)  SOUTH OF THE CENTERLINE OF GRAVEL DRIVE--AND
 AF8239'22.71 M (74.51 FT)  SOUTH-SOUTHWEST OF TELEPHONE POLE, 19.60 M (64.30
 AF8239'FT) SOUTHEAST OF POWER POLE WITH TRANSFORMER, 5.27 M (17.29 FT)
 AF8239'WEST-SOUTHWEST OF FENCE POST--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3704 ***********************************************************************
 EY3704  DESIGNATION -  ARAPAHOE
 EY3704  PID         -  EY3704
 EY3704  STATE/COUNTY-  NC/PAMLICO
 EY3704  USGS QUAD   -  ARAPAHOE (1993)
 EY3704
 EY3704                         *CURRENT SURVEY CONTROL
 EY3704  ___________________________________________________________________
 EY3704* NAD 83(2001)-  35 01 23.90394(N)    076 49 31.09136(W)     ADJUSTED  
 EY3704* NAVD 88     -        12.415  (meters)      40.73   (feet)  ADJUSTED  
 EY3704  ___________________________________________________________________
 EY3704  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EY3704  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY3704  DYNAMIC HT  -          12.404 (meters)      40.70  (feet)  COMP
 EY3704  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 EY3704
 EY3704  HORZ ORDER  -  FIRST
 EY3704  VERT ORDER  -  SECOND    CLASS II
 EY3704
 EY3704.The horizontal coordinates were established by classical geodetic methods
 EY3704.and adjusted by the National Geodetic Survey in August 2005.
 EY3704
 EY3704.The orthometric height was determined by differential leveling
 EY3704.and adjusted in June 1998.
 EY3704
 EY3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3704
 EY3704.The geoid height was determined by GEOID03.
 EY3704
 EY3704.The dynamic height is computed by dividing the NAVD 88
 EY3704.geopotential number by the normal gravity value computed on the
 EY3704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3704.degrees latitude (g = 980.6199 gals.).
 EY3704
 EY3704.The modeled gravity was interpolated from observed gravity values.
 EY3704
 EY3704;                    North         East     Units Scale Factor Converg.
 EY3704;SPC NC       -   143,421.544   808,029.417   MT  0.99988050   +1 15 18.6
 EY3704;SPC NC       -   470,542.18  2,651,009.85   sFT  0.99988050   +1 15 18.6
 EY3704;UTM  18      - 3,877,150.305   333,475.614   MT  0.99994177   -1 02 52.1
 EY3704
 EY3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3704!SPC NC       -   1.00000393  x   0.99988050  =   0.99988443
 EY3704!UTM  18      -   1.00000393  x   0.99994177  =   0.99994570
 EY3704
 EY3704|---------------------------------------------------------------------|
 EY3704| PID    Reference Object                     Distance      Geod. Az  |
 EY3704|                                                           dddmmss.s |
 EY3704| EY4732 ARAPAHOE RM 4                        21.262 METERS 00530     |
 EY3704| EY4729 ARAPAHOE RM 1                        54.754 METERS 01040     |
 EY3704| EY4730 ARAPAHOE RM 2                        71.815 METERS 14321     |
 EY3704| EY2349 NEW BERN CHRIST EPIS CH SPIRE       APPROX.21.6 KM 2953044.1 |
 EY3704| EY2354 NEW BERN US POST OFFICE DOME        APPROX.21.5 KM 2953219.9 |
 EY3704| EY2350 NEW BERN COTTON OIL CO TANK         APPROX.22.5 KM 2975547.0 |
 EY3704| EY4731 ARAPAHOE RM 3 AZIMUTH                              3370415.2 |
 EY3704|---------------------------------------------------------------------|
 EY3704
 EY3704                          SUPERSEDED SURVEY CONTROL
 EY3704
 EY3704  NAD 83(1986)-  35 01 23.91480(N)    076 49 31.10129(W) AD(       ) 1
 EY3704  NAD 27      -  35 01 23.34100(N)    076 49 32.32500(W) AD(       ) 1
 EY3704  NGVD 29 (04/21/98)   12.72   (m)           41.7    (f) LEVELING    3  
 EY3704
 EY3704.Superseded values are not recommended for survey control.
 EY3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3704.See file dsdata.txt to determine how the superseded data were derived.
 EY3704
 EY3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3347677150(NAD 83)
 EY3704_MARKER: DS = TRIANGULATION STATION DISK
 EY3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3704_STAMPING: ARAPAHOE 1931
 EY3704_MARK LOGO: CGS   
 EY3704_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3704+STABILITY: SURFACE MOTION
 EY3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY3704+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EY3704
 EY3704  HISTORY     - Date     Condition        Report By
 EY3704  HISTORY     - 1931     MONUMENTED       CGS
 EY3704  HISTORY     - 1935     GOOD             CGS
 EY3704  HISTORY     - 1935     GOOD             CGS
 EY3704  HISTORY     - 1947     GOOD             CGS
 EY3704  HISTORY     - 1967     GOOD             USE
 EY3704  HISTORY     - 1979     GOOD             NGS
 EY3704  HISTORY     - 19840101 GOOD             NCGS
 EY3704  HISTORY     - 19840101 GOOD             NCGS
 EY3704  HISTORY     - 1987     GOOD             USPSQD
 EY3704  HISTORY     - 1987     GOOD             USPSQD
 EY3704  HISTORY     - 19910604 GOOD             USPSQD
 EY3704  HISTORY     - 20010515 GOOD             NCGS
 EY3704
 EY3704                          STATION DESCRIPTION
 EY3704
 EY3704'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 EY3704'ABOUT 14 MILES AIRLINE SOUTHEAST OF NEW BERN, ON GROUNDS OF
 EY3704'CONSOLIDATED SCHOOL AT VILLAGE OF ARAPAHOE, IN NORTHEAST CORNER OF
 EY3704'SCHOOLYARD, AND APPROXIMATELY 16 METERS (52 FEET) WEST OF CENTER
 EY3704'LINE OF ROUTE 306.  TO REACH FROM NEW BERN FOLLOW ROUTE 17 TO
 EY3704'BRIDGETON, PROCEED EAST 10.6 MILES ON ROUTE 302 TO GRANTSBORO,
 EY3704'PROCEED SOUTH 8.0 MILES ON ROUTE 306 (SANDY DIRT) TO ARAPAHOE, AND
 EY3704'CONTINUE SOUTH 0.15 MILE ON ROUTE 306 TO SCHOOLGROUNDS. SURFACE AND
 EY3704'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EY3704'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EY3704'NO. 1 IS ALONGSIDE FENCE ON EAST SIDE OF ROUTE 306, AND 54.75
 EY3704'METERS (179.6 FEET) FROM STATION.  NO .2 IS
 EY3704'ON EAST SIDE OF ROUTE 306, AND 71.85 METERS (235.6 FEET) FROM
 EY3704'STATION.  NO. 3 IS IN SOUTHEAST CORNER OF
 EY3704'SAWMILL YARD, AND APPROXIMATELY ONE-FOURTH MILE FROM STATION.
 EY3704
 EY3704                          STATION RECOVERY (1935)
 EY3704
 EY3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3704'STATION WAS RECOVERED AS DESCRIBED WITH STATION MARK AND REFERENCE
 EY3704'MARKS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS CORRECT AND
 EY3704'ADEQUATE EXCEPT AS TO THE REFERENCE MARKS.  THE DISTANCES WERE NOT
 EY3704'ACCURATE AND THE DIRECTIONS WERE CONFUSED.
 EY3704'
 EY3704'REFERENCE MARK NO. 1 IS NE OF THE STATION IN SHOULDER OF HIGHWAY, 9
 EY3704'FEET E OF EDGE OF PAVEMENT, FLUSH WITH GROUND.
 EY3704'
 EY3704'REFERENCE MARK NO. 3 (AZIMUTH) IS N OF THE STATION IN SE CORNER OF
 EY3704'SAWMILL YARD, 1 METER W OF FENCE, AND ABOUT 7 METERS N OF CENTER
 EY3704'LINE OF DIRT ROAD WHICH LEADS W FROM PAVEMENT OPPOSITE BRICK BANK
 EY3704'BUILDING.
 EY3704'
 EY3704'REFERENCE MARK NO. 2 IS SE OF THE STATION, 9 METERS E OF CENTER LINE
 EY3704'OF HIGHWAY AT A POINT OPPOSITE ENTRANCE OF 1-STORY BRICK
 EY3704'SCHOOLHOUSE.
 EY3704'
 EY3704'ROUTE 306 IS NOW A PAVED HIGHWAY AND THE STATION IS 59 FEET W OF
 EY3704'CENTER LINE.  A WELL PUMP IS 174 FEET S OF THE STATION.
 EY3704
 EY3704                          STATION RECOVERY (1935)
 EY3704
 EY3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3704'ABOUT 14 MILES, AIR LINE, SE OF NEW BERN IN THE NE CORNER OF THE
 EY3704'CONSOLIDATED SCHOOL GROUNDS OF THE VILLAGE OF ARAPAHOE.
 EY3704'
 EY3704'THE STATION IS 58 FEET S OF THE CENTER LINE OF ROUTE (N.C.) 306, 81
 EY3704'FEET E OF THE E WALL OF THE SCHOOL GYNASIUM AT A POINT 33 FEET S OF
 EY3704'THE N END OF THE BUILDING.
 EY3704'
 EY3704'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 EY3704'SET IN CONCRETE.
 EY3704'
 EY3704'REFERENCE MARK NO. 1 IS 16 FEET E OF THE CENTER LINE OF ROUTE 306 ON
 EY3704'THE RIGHT-OF-WAY AND 7 FEET W OF THE TELEPHONE LINE WHICH PARALLELS
 EY3704'THE E SIDE OF THE ROAD.
 EY3704'
 EY3704'REFERENCE MARK NO. 2 IS 25 FEET E OF THE CENTER LINE OF ROUTE 306, 3
 EY3704'FEET E OF THE TOP OF DITCH BANK AND OPPOSITE THE NORTHERLY OF 2
 EY3704'BRICK BUILDINGS ON SCHOOL GROUNDS.
 EY3704'
 EY3704'REFERENCE MARK NO. 3 IS IN THE SE CORNER OF THE SAWMILL YARD NOW
 EY3704'ABANDONED.
 EY3704'
 EY3704'STATION IS REACHED FROM NEW BERN BY U.S. ROUTE 17 TO BRIDGETON,
 EY3704'THENCE E ON STATE HIGHWAY 302 FOR 10.6 MILES TO GRANTSBORO.  TURN S
 EY3704'ON STATE HIGHWAY 306 AND GO 8.0 MILES TO ARAPAHOE.  CONTINUE S ON
 EY3704'ROUTE 306 FOR 0.15 MILE TO SCHOOL GROUNDS.
 EY3704'
 EY3704'THE REFERENCE MARKS AND DISTANCES WERE INTERCHANGED ON THE ORIGINAL
 EY3704'DESCRIPTION BUT THE ABOVE IS THE CORRECTED DATA AS OF 1935.
 EY3704
 EY3704                          STATION RECOVERY (1947)
 EY3704
 EY3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY3704'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EY3704'
 EY3704'STATION IS LOCATED ABOUT 14 MILES (AIR LINE) SE OF NEW BERN, IN THE
 EY3704'NE CORNER OF THE CONSOLIDATED SCHOOL GROUNDS OF THE VILLAGE OF
 EY3704'ARAPAHOE, 81 FEET E OF THE E WALL OF THE SCHOOL GYMNASIUM, AT A
 EY3704'POINT 33 FEET S OF THE N END OF THE BUILDING, AND 59 FEET W OF THE
 EY3704'CENTER LINE OF STATE HIGHWAY 306.
 EY3704'
 EY3704'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A 12-INCH
 EY3704'SQUARE CONCRETE MONUMENT, STAMPED ARAPAHOE 1931, PROJECTING 4 INCHES
 EY3704'ABOVE THE GROUND.
 EY3704'
 EY3704'R.M. 1 IS LOCATED 54.7 METERS NE OF THE STATION, 19 FEET E OF THE
 EY3704'CENTER LINE OF STATE HIGHWAY 306, AND 3 FEET W OF THE TELEPHONE LINE
 EY3704'WHICH PARALLELS THE E SIDE OF THE ROAD.  IT IS A BRONZE REFERENCE
 EY3704'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, STAMPED
 EY3704'ARAPAHOE NO 1 1931, AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3704'
 EY3704'R.M. 2 IS LOCATED 71.79 METERS SE OF THE STATION, 25 FEET E OF THE
 EY3704'CENTER LINE OF STATE HIGHWAY 306, 3 FEET E OF THE TOP OF THE DITCH
 EY3704'BANK, AND OPPOSITE THE N ONE OF TWO BRICK BUILDINGS ON SCHOOL
 EY3704'GROUNDS. IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A 12-INCH
 EY3704'SQUARE CONCRETE MONUMENT, STAMPED ARAPAHOE NO 2 1931,
 EY3704'PROJECTING 3 INCHES ABOVE THE GROUND.
 EY3704'
 EY3704'R.M. 3 (AZIMUTH MARK) IS LOCATED ABOUT 275 METERS NNW OF THE STATION,
 EY3704'244 FEET E OF THE CENTER LINE OF STATE HIGHWAY 306, 21 FEET N OF THE
 EY3704'CENTER LINE OF A DIRT ROAD LEADING W, AND IN AN OLD FENCE ROW. IT
 EY3704'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A 12-INCH SQUARE
 EY3704'CONCRETE MONUMENT, STAMPED ARAPAHOE NO 3 1931, AND PROJECTS 2
 EY3704'INCHES ABOVE THE GROUND.
 EY3704'
 EY3704'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 EY3704
 EY3704                          STATION RECOVERY (1967)
 EY3704
 EY3704'RECOVERY NOTE BY US ENGINEERS 1967
 EY3704'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED
 EY3704'ARAPAHOE 1931 SET IN CONCRETE.
 EY3704'
 EY3704'STATION IS LOCATED ON GROUNDS OF CONSOLIDATED SCHOOL AT THE VILLAGE
 EY3704'OF ARAPAHOE.  IT IS IN THE NE CORNER OF SCHOOL YARD, 52 FT. W OF
 EY3704'CENTERLINE OF HIGHWAY 306.
 EY3704'
 EY3704'TO REACH FROM NEW BERN FOLLOW HIGHWAY 17 TO HIGHWAY 302 IN
 EY3704'BRIDGETON-- PROCEED E 10.6 MILES ON HIGHWAY 302 TO GRANTSBORO.  GO S
 EY3704'8 MILES TO HIGHWAY 306 TO ARAPAHOE, AND CONTINUE S 0.15 MILE TO
 EY3704'HIGHWAY 306 TO SCHOOL AND STATION SITE.
 EY3704'
 EY3704'R.M. 1 WAS NOT RECOVERED.  BELIEVED DESTROYED BY ROAD IMPROVEMENTS.
 EY3704'
 EY3704'R.M. 2 WAS NOT RECOVERED.  BELIEVED DESTROYED BY ROAD IMPROVEMENTS.
 EY3704'
 EY3704'R.M. 3 WAS NOT RECOVERED.  BELIEVED DESTROYED BY ROAD IMPROVEMENTS.
 EY3704
 EY3704                          STATION RECOVERY (1979)
 EY3704
 EY3704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EY3704'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 EY3704'CONDITION.  A THROUGH SEARCH WAS MADE FOR REFERENCE MARKS 1 AND 3
 EY3704'TO NO AVAIL.  THEY SHOULD BE CONSIDERED LOST.  REFERENCE MARK 4 WAS
 EY3704'ESTABLISHED.
 EY3704'
 EY3704'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EY3704'
 EY3704'THE STATION IS LOCATED ON SCHOOL PROPERTY IN ARAPAHOE, ABOUT 14
 EY3704'MILES SOUTHEAST OF NEW BERN.
 EY3704'
 EY3704'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO WEST ON
 EY3704'STATE ROUTE 1005 FOR 0.05 MILES TO THE JUNCTION WITH STATE ROUTE
 EY3704'306.  TURN LEFT AND GO SOUTH ON STATE ROUTE 306 FOR 0.2 MILE TO THE
 EY3704'STATION ON THE RIGHT ON THE SCHOOL GROUNDS.
 EY3704'
 EY3704'STATION MARK IS A STANDARD DISK STAMPED---ARAPAHOE 1931---SET IN
 EY3704'THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 EY3704'IS 215.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY,
 EY3704'BRICK SCHOOL BUILDING, 58.3 FEET WEST OF THE CENTERLINE OF STATE
 EY3704'ROUTE 306, 83.1 FEET NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER
 EY3704'AND 2.7 FEET WEST OF A METAL WITNESS POST AND SIGN.
 EY3704'
 EY3704'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ARAPAHOE NO 2 1931---
 EY3704'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 EY3704'INCHES.  IT IS 33.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EY3704'HOUSE THAT IS OWNED BY THE CHRISTIAN CHURCH, 30 FEET EAST OF THE
 EY3704'CENTERLINE OF STATE ROUTE 306, AND 5.4 FEET SOUTHWEST OF A UTILITY
 EY3704'POLE AND UNDER AN EVERGREEN BUSH.
 EY3704'
 EY3704'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---ARAPAHOE NO 4 1931
 EY3704'1979---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 EY3704'1 INCH.  IT IS 69 FEET NORTH OF A METAL WITNESS POST, 35 FEET WEST OF
 EY3704'THE CENTERLINE OF STATE ROUTE 306, 14.8 FEET NORTHEAST OF A 14 INCH
 EY3704'PINE TREE AND 6 FEET SOUTH OF A ROW OF SMALL TREES WHICH APPEAR TO
 EY3704'BE ON THE PROPERTY LINE.
 EY3704'
 EY3704'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EY3704
 EY3704                          STATION RECOVERY (1984)
 EY3704
 EY3704'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY3704'STATION, RM 1 , AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 3 WAS
 EY3704'SEARCHED FOR BUT NOT FOUND, THE REFERENCES PLACE THE MARK UNDER THE
 EY3704'PAVEMENT OF THE ARAPAHOE POST OFFICE. STATION IS IN ARAPAHOE, AT THE
 EY3704'ELEMENTARY SCHOOL BUILDING. PROCEED WEST FOR 0.2 KM (0.10 MI) ALONG SR
 EY3704'1005 FROM THE US POST OFFICE IN ARAPAHOE TO NC 306, THENCE SOUTH ALONG
 EY3704'NC 306 FOR 0.3 KM (0.20 MI) TO THE ARAPAHOE ELEMENTARY SCHOOL, AND
 EY3704'STATION, ACROSS THE HIGHWAY FROM THE TOWN HALL BUILDING. MARK PROJECTS
 EY3704'6 INCHES ABOVE GROUND.  LOCATED 17.74 M (58.20 FT) WEST OF THE
 EY3704'CENTERLINE OF NC 306--AND 10.76 M (35.30 FT) NORTH OF A 24-INCH PINE,
 EY3704'10.82 M (35.50 FT) EAST OF A 24-INCH PINE, AND 11.06 M (36.29 FT)
 EY3704'SOUTH OF A 24-INCH PINE--ALL THREE WITH REFERENCE TAGS. RM 1 IS A
 EY3704'STANDARD USCGS REFERENCE MARK DISK STAMPED---ARAPAHOE NO 1 1931---SET
 EY3704'IN THE TOP OF A SQUARE CONCRETE MONUMENT 36 CM ON A SIDE FLUSH WITH
 EY3704'GROUND.  LOCATED 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF HIGHWAY,
 EY3704'25.91 M (85.01 FT) EAST OF THE SOUTHEAST CORNER OF A PORCH, 31.79 M
 EY3704'(104.30 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE TOWN HALL
 EY3704'BUILDING, AND 1.95 M (6.40 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH A
 EY3704'REFERENCE TAG. RM 2 IS A STANDARD USCGS REFERENCE MARK DISK
 EY3704'STAMPED---ARAPAHOE NO 2 1931---SET IN THE TOP OF A SQUARE CONCRETE
 EY3704'MONUMENT 36 CM ON A SIDE PROJECTING 6 INCHES ABOVE GROUND.  LOCATED
 EY3704'9.14 M (29.99 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.27 M
 EY3704'(33.69 FT) WEST OF THE NORTHWEST CORNER OF A HOUSE, 12.34 M (40.49 FT)
 EY3704'SOUTH OF A METAL SIGN POST, AND 1.46 M (4.79 FT) SOUTHWEST OF A POWER
 EY3704'POLE NO 827 WITH A REFERENCE TAG. NOTE--RECOVERY BY NCGS IN 1988 FOUND
 EY3704'MARK GOOD AS DESCRIBED.
 EY3704
 EY3704                          STATION RECOVERY (1984)
 EY3704
 EY3704'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY3704'STATION, RM 1 , AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 3 WAS
 EY3704'SEARCHED FOR BUT NOT FOUND, THE REFERENCES PLACE THE MARK UNDER THE
 EY3704'PAVEMENT OF THE ARAPAHOE POST OFFICE.
 EY3704
 EY3704                          STATION RECOVERY (1987)
 EY3704
 EY3704'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCT)
 EY3704'RECOVERED IN GOOD CONDITION.
 EY3704
 EY3704                          STATION RECOVERY (1987)
 EY3704
 EY3704'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EY3704'RECOVERED IN GOOD CONDITION.
 EY3704
 EY3704                          STATION RECOVERY (1991)
 EY3704
 EY3704'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY3704'RECOVERED IN GOOD CONDITION.
 EY3704
 EY3704                          STATION RECOVERY (2001)
 EY3704
 EY3704'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY3704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4729 ***********************************************************************
 EY4729  DESIGNATION -  ARAPAHOE RM 1
 EY4729  PID         -  EY4729
 EY4729  STATE/COUNTY-  NC/PAMLICO
 EY4729  USGS QUAD   -  ARAPAHOE (1993)
 EY4729
 EY4729                         *CURRENT SURVEY CONTROL
 EY4729  ___________________________________________________________________
 EY4729* NAD 83(2001)-  35 01 25.65000(N)    076 49 30.69181(W)     ADJUSTED  
 EY4729* NAVD 88     -        11.997  (meters)      39.36   (feet)  ADJUSTED  
 EY4729  ___________________________________________________________________
 EY4729  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EY4729  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY4729  DYNAMIC HT  -          11.986 (meters)      39.32  (feet)  COMP
 EY4729  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 EY4729
 EY4729  HORZ ORDER  -  SECOND
 EY4729  VERT ORDER  -  SECOND    CLASS II
 EY4729
 EY4729.The horizontal coordinates were established by classical geodetic methods
 EY4729.and adjusted by the National Geodetic Survey in August 2005.
 EY4729
 EY4729.The orthometric height was determined by differential leveling
 EY4729.and adjusted in June 1998.
 EY4729
 EY4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4729
 EY4729.The geoid height was determined by GEOID03.
 EY4729
 EY4729.The dynamic height is computed by dividing the NAVD 88
 EY4729.geopotential number by the normal gravity value computed on the
 EY4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4729.degrees latitude (g = 980.6199 gals.).
 EY4729
 EY4729.The modeled gravity was interpolated from observed gravity values.
 EY4729
 EY4729;                    North         East     Units Scale Factor Converg.
 EY4729;SPC NC       -   143,475.555   808,038.364   MT  0.99988046   +1 15 18.8
 EY4729;SPC NC       -   470,719.38  2,651,039.20   sFT  0.99988046   +1 15 18.8
 EY4729;UTM  18      - 3,877,203.916   333,486.725   MT  0.99994173   -1 02 51.9
 EY4729
 EY4729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4729!SPC NC       -   1.00000399  x   0.99988046  =   0.99988445
 EY4729!UTM  18      -   1.00000399  x   0.99994173  =   0.99994572
 EY4729
 EY4729                          SUPERSEDED SURVEY CONTROL
 EY4729
 EY4729  NAD 83(1986)-  35 01 25.66087(N)    076 49 30.70173(W) AD(       ) 2
 EY4729  NGVD 29 (04/21/98)   12.31   (m)           40.4    (f) LEVELING    3  
 EY4729
 EY4729.Superseded values are not recommended for survey control.
 EY4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4729.See file dsdata.txt to determine how the superseded data were derived.
 EY4729
 EY4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3348777204(NAD 83)
 EY4729_MARKER: DR = REFERENCE MARK DISK
 EY4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4729_STAMPING: ARAPAHOE NO 1 1931
 EY4729_MARK LOGO: CGS   
 EY4729_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY4729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4729+STABILITY: SURFACE MOTION
 EY4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4729+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 EY4729
 EY4729  HISTORY     - Date     Condition        Report By
 EY4729  HISTORY     - 1931     MONUMENTED       CGS
 EY4729  HISTORY     - 19860101 GOOD             NCGS
 EY4729  HISTORY     - 19950705 GOOD             NCGS
 EY4729  HISTORY     - 20050702 GOOD             USPSQD
 EY4729
 EY4729                          STATION DESCRIPTION
 EY4729
 EY4729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4729'RECOVERED IN GOOD CONDITION.  LOCATED IN ARAPAHOE AT THE ELEMENTARY
 EY4729'SCHOOL. PROCEED ALONG SR 1005 FOR 0.2 KM (0.10 MI) WEST FROM THE POST
 EY4729'OFFICE IN ARAPAHOE TO NC 306, THENCE SOUTH ALONG NC 306 FOR 0.3 KM
 EY4729'(0.20 MI) TO THE ARAPAHOE ELEMENTARY SCHOOL, ACROSS FROM THE TOWN HALL
 EY4729'BUILDING. MARK IS FLUSH WITH GROUND.  LOCATED 5.7 M (18.7 FT) EAST OF
 EY4729'THE CENTERLINE OF NC 306, 25.91 M (85.01 FT) EAST OF THE SOUTHEAST
 EY4729'CORNER OF A PORCH, 31.79 M (104.30 FT) WEST-NORTHWEST OF THE NORTHWEST
 EY4729'CORNER OF THE TOWN HALL BUILDING, AND 1.95 M (6.40 FT) SOUTH-SOUTHWEST
 EY4729'OF A POWER POLE WITH A REFERENCE TAG.
 EY4729
 EY4729                          STATION RECOVERY (1995)
 EY4729
 EY4729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EY4729'RECOVERED AS DESCRIBED.
 EY4729
 EY4729                          STATION RECOVERY (2005)
 EY4729
 EY4729'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGM)
 EY4729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4730 ***********************************************************************
 EY4730  DESIGNATION -  ARAPAHOE RM 2
 EY4730  PID         -  EY4730
 EY4730  STATE/COUNTY-  NC/PAMLICO
 EY4730  USGS QUAD   -  ARAPAHOE (1993)
 EY4730
 EY4730                         *CURRENT SURVEY CONTROL
 EY4730  ___________________________________________________________________
 EY4730* NAD 83(2007)-  35 01 22.03387(N)    076 49 29.40109(W)     ADJUSTED  
 EY4730* NAVD 88     -        12.891  (meters)      42.29   (feet)  ADJUSTED  
 EY4730  ___________________________________________________________________
 EY4730  EPOCH DATE  -        2002.00
 EY4730  X           -   1,191,830.114 (meters)                     COMP
 EY4730  Y           -  -5,091,318.610 (meters)                     COMP
 EY4730  Z           -   3,639,923.381 (meters)                     COMP
 EY4730  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 EY4730  ELLIP HEIGHT-         -24.532 (meters)          (02/10/07) ADJUSTED
 EY4730  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY4730  DYNAMIC HT  -          12.879 (meters)      42.25  (feet)  COMP
 EY4730
 EY4730  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4730  Type    PID    Designation                      North   East  Ellip
 EY4730  -------------------------------------------------------------------
 EY4730  NETWORK EY4730 ARAPAHOE RM 2                     0.98   0.74   3.19
 EY4730  -------------------------------------------------------------------
 EY4730  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 EY4730
 EY4730  VERT ORDER  -  SECOND    CLASS II
 EY4730
 EY4730.The horizontal coordinates were established by GPS observations
 EY4730.and adjusted by the National Geodetic Survey in February 2007.
 EY4730
 EY4730.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4730.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4730.The horizontal coordinates are valid at the epoch date displayed above.
 EY4730.The epoch date for horizontal control is a decimal equivalence
 EY4730.of Year/Month/Day.
 EY4730
 EY4730.The orthometric height was determined by differential leveling
 EY4730.and adjusted in June 1998.
 EY4730
 EY4730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4730
 EY4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4730
 EY4730.The ellipsoidal height was determined by GPS observations
 EY4730.and is referenced to NAD 83.
 EY4730
 EY4730.The geoid height was determined by GEOID03.
 EY4730
 EY4730.The dynamic height is computed by dividing the NAVD 88
 EY4730.geopotential number by the normal gravity value computed on the
 EY4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4730.degrees latitude (g = 980.6199 gals.).
 EY4730
 EY4730.The modeled gravity was interpolated from observed gravity values.
 EY4730
 EY4730;                    North         East     Units Scale Factor Converg.
 EY4730;SPC NC       -   143,364.873   808,073.514   MT  0.99988053   +1 15 19.6
 EY4730;SPC NC       -   470,356.25  2,651,154.52   sFT  0.99988053   +1 15 19.6
 EY4730;UTM  18      - 3,877,091.904   333,517.401   MT  0.99994160   -1 02 51.1
 EY4730
 EY4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4730!SPC NC       -   1.00000385  x   0.99988053  =   0.99988438
 EY4730!UTM  18      -   1.00000385  x   0.99994160  =   0.99994545
 EY4730
 EY4730                          SUPERSEDED SURVEY CONTROL
 EY4730
 EY4730  NAD 83(2001)-  35 01 22.03447(N)    076 49 29.40009(W) AD(       ) 1
 EY4730  ELLIP H (03/13/03)  -24.546  (m)                       GP(       ) 4 2
 EY4730  NAD 83(1986)-  35 01 22.04533(N)    076 49 29.41002(W) AD(       ) 1
 EY4730  NAVD 88 (01/30/02)   12.89   (m)           42.3    (f) LEVELING    3  
 EY4730  NGVD 29 (04/21/98)   13.20   (m)           43.3    (f) LEVELING    3  
 EY4730
 EY4730.Superseded values are not recommended for survey control.
 EY4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4730.See file dsdata.txt to determine how the superseded data were derived.
 EY4730
 EY4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3351777092(NAD 83)
 EY4730_MARKER: DR = REFERENCE MARK DISK
 EY4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4730_STAMPING: ARAPAHOE NO 2 1931
 EY4730_MARK LOGO: CGS   
 EY4730_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4730+STABILITY: SURFACE MOTION
 EY4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4730+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 EY4730
 EY4730  HISTORY     - Date     Condition        Report By
 EY4730  HISTORY     - 1931     MONUMENTED       CGS
 EY4730  HISTORY     - 19860101 GOOD             NCGS
 EY4730  HISTORY     - 19860722 GOOD             NCGS
 EY4730  HISTORY     - 20010515 GOOD             NCGS
 EY4730  HISTORY     - 20050702 GOOD             USPSQD
 EY4730
 EY4730                          STATION DESCRIPTION
 EY4730
 EY4730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4730'RECOVERED IN GOOD CONDITION. LOCATED IN ARAPAHOE AT THE ELEMENTARY
 EY4730'SCHOOL. PROCEED ALONG SR 1005 FOR 0.2 KM (0.10 MI) WEST FROM THE POST
 EY4730'OFFICE IN ARAPAHOE TO NC 306, THENCE SOUTH ALONG NC 306 FOR 0.3 KM
 EY4730'(0.20 MI) TO THE ARAPAHOE ELEMENTARY SCHOOL, ACROSS FROM THE TOWN HALL
 EY4730'BUILDING. MARK PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 9.14 M (29.99
 EY4730'FT) EAST OF THE CENTERLINE OF NC 306, 10.27 M (33.69 FT) WEST OF THE
 EY4730'NORTHWEST CORNER OF A HOUSE, 12.34 M (40.49 FT) SOUTH OF A METAL SIGN
 EY4730'POST, AND 1.46 M (4.79 FT) SOUTHWEST OF POWER POLE NO 827 WITH A
 EY4730'REFERENCE TAG.
 EY4730
 EY4730                          STATION RECOVERY (1986)
 EY4730
 EY4730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4730'RECOVERED AS DESCRIBED.
 EY4730
 EY4730                          STATION RECOVERY (2001)
 EY4730
 EY4730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4730'RECOVERED AS DESCRIBED.
 EY4730
 EY4730                          STATION RECOVERY (2005)
 EY4730
 EY4730'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGM)
 EY4730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4732 ***********************************************************************
 EY4732  DESIGNATION -  ARAPAHOE RM 4
 EY4732  PID         -  EY4732
 EY4732  STATE/COUNTY-  NC/PAMLICO
 EY4732  USGS QUAD   -  ARAPAHOE (1993)
 EY4732
 EY4732                         *CURRENT SURVEY CONTROL
 EY4732  ___________________________________________________________________
 EY4732* NAD 83(1986)-  35 01 22.     (N)    076 49 29.     (W)     SCALED    
 EY4732* NAVD 88     -        11.84   (+/-2cm)      38.8    (feet)  VERTCON   
 EY4732  ___________________________________________________________________
 EY4732  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY4732  VERT ORDER  -  THIRD (See Below)
 EY4732
 EY4732.The horizontal coordinates were scaled from a topographic map and have
 EY4732.an estimated accuracy of +/- 6 seconds.
 EY4732
 EY4732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4732.The vertical order pertains to the NGVD 29 superseded value.
 EY4732
 EY4732.The geoid height was determined by GEOID03.
 EY4732
 EY4732;                    North         East    Units  Estimated Accuracy
 EY4732;SPC NC       -   143,360.      808,080.      MT  (+/- 180 meters Scaled)
 EY4732
 EY4732                          SUPERSEDED SURVEY CONTROL
 EY4732
 EY4732  NGVD 29 (04/21/98)   12.16   (m)           39.9    (f) LEVELING    3  
 EY4732
 EY4732.Superseded values are not recommended for survey control.
 EY4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4732.See file dsdata.txt to determine how the superseded data were derived.
 EY4732
 EY4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD335770(NAD 83)
 EY4732_MARKER: DR = REFERENCE MARK DISK
 EY4732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4732_STAMPING: ARAPAHOE 1931 NO 4 1979
 EY4732_MARK LOGO: NGS   
 EY4732_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4732+STABILITY: SURFACE MOTION
 EY4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4732+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 EY4732
 EY4732  HISTORY     - Date     Condition        Report By
 EY4732  HISTORY     - 1979     MONUMENTED       NGS
 EY4732  HISTORY     - 19960805 GOOD             NCGS
 EY4732  HISTORY     - 20050507 GOOD             USPSQD
 EY4732
 EY4732                          STATION DESCRIPTION
 EY4732
 EY4732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY4732'STATION IS LOCATED IN ARAPAHOE.$ON THE WEST SIDE OF NC 306, IN THE
 EY4732'NORTHEAST CORNER OF THE ARAPAHOE ELEMENTARY SCHOOL YARD, ACROSS THE
 EY4732'HIGHWAY FROM THE TOWN HALL, IN A ROW OF AZALEA BUSHES.$MARK IS FLUSH
 EY4732'WITH GROUND AND ABOUT 2-FEET LOWER THAN NC 306. LOCATED 34.2 FT (10.4
 EY4732'M) WEST OF THE CENTERLINE OF NC 306, 16.8 FT (5.1 M) SOUTHWEST OF THE
 EY4732'WEST END OF AN 18-INCH REINFORCED CONCRETE PIPE, 12.3 FT (3.7 M)
 EY4732'SOUTHEAST OF A 12-INCH SWEET GUM, 69.8 FT (21.3 M) NORTH-NORTHEAST OF
 EY4732'CGS STATION--ARAPAHOE 1931--, AND 14.7 FT (4.5 M) NORTHEAST OF A
 EY4732'14-INCH PINE WITH A REFERENCE TAG.
 EY4732
 EY4732                          STATION RECOVERY (2005)
 EY4732
 EY4732'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EY4732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8788 ***********************************************************************
 AE8788  DESIGNATION -  ARAPAHOE TEMPORARY POINT
 AE8788  PID         -  AE8788
 AE8788  STATE/COUNTY-  NC/PAMLICO
 AE8788  USGS QUAD   -  ARAPAHOE (1993)
 AE8788
 AE8788                         *CURRENT SURVEY CONTROL
 AE8788  ___________________________________________________________________
 AE8788* NAD 83(2001)-  35 01 18.75931(N)    076 49 28.96059(W)     ADJUSTED  
 AE8788* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 AE8788  ___________________________________________________________________
 AE8788  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AE8788  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AE8788  HORZ ORDER  -  SECOND
 AE8788
 AE8788.The horizontal coordinates were established by classical geodetic methods
 AE8788.and adjusted by the National Geodetic Survey in August 2005.
 AE8788
 AE8788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8788
 AE8788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8788
 AE8788.The geoid height was determined by GEOID03.
 AE8788
 AE8788;                    North         East     Units Scale Factor Converg.
 AE8788;SPC NC       -   143,264.242   808,086.888   MT  0.99988060   +1 15 19.8
 AE8788;SPC NC       -   470,026.10  2,651,198.40   sFT  0.99988060   +1 15 19.8
 AE8788;UTM  18      - 3,876,990.811   333,526.721   MT  0.99994156   -1 02 50.7
 AE8788
 AE8788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8788!SPC NC       -   1.00000391  x   0.99988060  =   0.99988451
 AE8788!UTM  18      -   1.00000391  x   0.99994156  =   0.99994547
 AE8788
 AE8788                          SUPERSEDED SURVEY CONTROL
 AE8788
 AE8788  NAD 83(1986)-  35 01 18.77017(N)    076 49 28.97050(W) AD(       ) 2
 AE8788  NGVD 29 (04/21/98)   12.8    (m)           42.     (f) VERT ANG    3  
 AE8788
 AE8788.Superseded values are not recommended for survey control.
 AE8788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8788.See file dsdata.txt to determine how the superseded data were derived.
 AE8788
 AE8788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3352776991(NAD 83)
 AE8788_MARKER: N = NAIL
 AE8788_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AE8788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8788+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AE8788
 AE8788  HISTORY     - Date     Condition        Report By
 AE8788  HISTORY     - 1986     MONUMENTED       NCGS
 AE8788
 AE8788                          STATION DESCRIPTION
 AE8788
 AE8788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE8788'STATION IS LOCATED IN ARAPAHOE.$PROCEED ALONG SR 1005 FOR 0.1 MI (0.2
 AE8788'KM) WEST FROM THE POST OFFICE TO NC 306, THENCE SOUTH ALONG NC 306 FOR
 AE8788'0.3 MI (0.5 KM) TO THE STATION, A NAIL DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2335 ***********************************************************************
 FZ2335  DESIGNATION -  ARARAT AZ MK
 FZ2335  PID         -  FZ2335
 FZ2335  STATE/COUNTY-  NC/SURRY
 FZ2335  USGS QUAD   -  SILOAM (1970)
 FZ2335
 FZ2335                         *CURRENT SURVEY CONTROL
 FZ2335  ___________________________________________________________________
 FZ2335* NAD 83(2001)-  36 21 30.24302(N)    080 34 20.50125(W)     ADJUSTED  
 FZ2335* NAVD 88     -       332.0    (meters)    1089.     (feet)  VERTCON   
 FZ2335  ___________________________________________________________________
 FZ2335  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 FZ2335  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 FZ2335  HORZ ORDER  -  SECOND
 FZ2335
 FZ2335.The horizontal coordinates were established by classical geodetic methods
 FZ2335.and adjusted by the National Geodetic Survey in August 2005.
 FZ2335
 FZ2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2335
 FZ2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2335
 FZ2335.The geoid height was determined by GEOID03.
 FZ2335
 FZ2335;                    North         East     Units Scale Factor Converg.
 FZ2335;SPC NC       -   290,487.613   468,473.117   MT  1.00005916   -0 54 27.1
 FZ2335;SPC NC       -   953,041.44  1,536,982.22   sFT  1.00005916   -0 54 27.1
 FZ2335;UTM  17      - 4,023,786.420   538,367.003   MT  0.99961814   +0 15 12.7
 FZ2335
 FZ2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2335!SPC NC       -   0.99995316  x   1.00005916  =   1.00001232
 FZ2335!UTM  17      -   0.99995316  x   0.99961814  =   0.99957132
 FZ2335
 FZ2335                          SUPERSEDED SURVEY CONTROL
 FZ2335
 FZ2335  NAD 83(1986)-  36 21 30.25022(N)    080 34 20.50680(W) AD(       ) 2
 FZ2335  NGVD 29 (12/22/97)  332.1    (m)         1090.     (f) VERT ANG    3  
 FZ2335
 FZ2335.Superseded values are not recommended for survey control.
 FZ2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2335.See file dsdata.txt to determine how the superseded data were derived.
 FZ2335
 FZ2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3836723786(NAD 83)
 FZ2335_MARKER: DZ = AZIMUTH MARK DISK
 FZ2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2335_STAMPING: ARARAT 1954
 FZ2335_MARK LOGO: CGS   
 FZ2335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2335+STABILITY: SURFACE MOTION
 FZ2335
 FZ2335  HISTORY     - Date     Condition        Report By
 FZ2335  HISTORY     - 1954     MONUMENTED       CGS
 FZ2335  HISTORY     - 19860101 GOOD             NCGS
 FZ2335
 FZ2335                          STATION DESCRIPTION
 FZ2335
 FZ2335'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ2335'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) WEST-SOUTHWEST OF PILOT
 FZ2335'MOUNTAIN IN PINE HILL COMMUNITY. ALONG NC 268 FOR 2.9 KM (1.80 MI)
 FZ2335'WEST FROM THE ARARAT RIVER BRIDGE, OR 0.4 KM (0.25 MI) WEST FROM PINE
 FZ2335'HILL BAPTIST CHURCH, ON TOP OF A BANK.  MARK PROJECTS 2 INCHES ABOVE
 FZ2335'GROUND AND IS 3 FEET HIGHER THAN THE HIGHWAY, 7.6 M (24.9 FT)
 FZ2335'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31.8 M (104.3 FT)
 FZ2335'EAST-NORTHEAST OF THE WEST END OF AN OLD DRIVEWAY CULVERT, AND 4.4 M
 FZ2335'(14.4 FT) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. MARK
 FZ2335'IS ACROSS THE HIGHWAY FROM NCGS STATION--DEZARN--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1748 ***********************************************************************
 FZ1748  DESIGNATION -  ARARAT RESET
 FZ1748  PID         -  FZ1748
 FZ1748  STATE/COUNTY-  NC/SURRY
 FZ1748  USGS QUAD   -  SILOAM (1970)
 FZ1748
 FZ1748                         *CURRENT SURVEY CONTROL
 FZ1748  ___________________________________________________________________
 FZ1748* NAD 83(2001)-  36 21 36.41681(N)    080 33 57.32287(W)     ADJUSTED  
 FZ1748* NAVD 88     -       330.7    (meters)    1085.     (feet)  VERTCON   
 FZ1748  ___________________________________________________________________
 FZ1748  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FZ1748  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 FZ1748  HORZ ORDER  -  SECOND
 FZ1748
 FZ1748.The horizontal coordinates were established by classical geodetic methods
 FZ1748.and adjusted by the National Geodetic Survey in August 2005.
 FZ1748
 FZ1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1748
 FZ1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1748
 FZ1748.The geoid height was determined by GEOID03.
 FZ1748
 FZ1748;                    North         East     Units Scale Factor Converg.
 FZ1748;SPC NC       -   290,668.766   469,053.956   MT  1.00005974   -0 54 13.7
 FZ1748;SPC NC       -   953,635.78  1,538,887.85   sFT  1.00005974   -0 54 13.7
 FZ1748;UTM  17      - 4,023,979.220   538,943.798   MT  0.99961869   +0 15 26.5
 FZ1748
 FZ1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1748!SPC NC       -   0.99995336  x   1.00005974  =   1.00001309
 FZ1748!UTM  17      -   0.99995336  x   0.99961869  =   0.99957206
 FZ1748
 FZ1748:                Primary Azimuth Mark                     Grid Az
 FZ1748:SPC NC       -  SAURATOWN MTN EAST RADIO TOWER           085 10 37.5
 FZ1748:UTM  17      -  SAURATOWN MTN EAST RADIO TOWER           084 00 57.3
 FZ1748
 FZ1748|---------------------------------------------------------------------|
 FZ1748| PID    Reference Object                     Distance      Geod. Az  |
 FZ1748|                                                           dddmmss.s |
 FZ1748| FZ1671 SAURATOWN MTN EAST RADIO TOWER      APPROX.17.5 KM 0841623.8 |
 FZ1748| FZ2336 ARARAT RM 1                          17.602 METERS 17903     |
 FZ1748| FZ2335 ARARAT AZ MK                        APPROX. 0.6 KM 2514628.2 |
 FZ1748| FZ2337 ARARAT RM 2                           8.628 METERS 25216     |
 FZ1748| FZ2338 ARARAT RM 3                          24.230 METERS 25322     |
 FZ1748|---------------------------------------------------------------------|
 FZ1748
 FZ1748                          SUPERSEDED SURVEY CONTROL
 FZ1748
 FZ1748  NAD 83(1986)-  36 21 36.42404(N)    080 33 57.32836(W) AD(       ) 2
 FZ1748  NAD 83(1993)-  36 21 36.42323(N)    080 33 57.33291(W) AD(       ) 3
 FZ1748  NAD 83(1986)-  36 21 36.42578(N)    080 33 57.33031(W) AD(       ) 3
 FZ1748  NAD 27      -  36 21 35.93700(N)    080 33 58.11200(W) AD(       ) 3
 FZ1748  NGVD 29 (12/22/97)  330.9    (m)         1086.     (f) VERT ANG    3  
 FZ1748
 FZ1748.Superseded values are not recommended for survey control.
 FZ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1748.See file dsdata.txt to determine how the superseded data were derived.
 FZ1748
 FZ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3894423979(NAD 83)
 FZ1748_MARKER: DS = TRIANGULATION STATION DISK
 FZ1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1748_STAMPING: ARARAT 1954
 FZ1748_MARK LOGO: CGS   
 FZ1748_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1748+STABILITY: SURFACE MOTION
 FZ1748
 FZ1748  HISTORY     - Date     Condition        Report By
 FZ1748  HISTORY     - 1961     MONUMENTED       CGS
 FZ1748  HISTORY     - 1984     GOOD             LOCSUR
 FZ1748  HISTORY     - 19860101 GOOD             NCGS
 FZ1748
 FZ1748                          STATION DESCRIPTION
 FZ1748
 FZ1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FZ1748'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH
 FZ1748'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK
 FZ1748'AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.  THE SURFACE MARK
 FZ1748'WAS PULLED AND A NEW MARK WAS SET, HOLDING THE POSITION OF THE
 FZ1748'UNDERGROUND MARK.  ALSO A NEW REFERENCE MARK WAS SET AT THIS
 FZ1748'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 FZ1748'
 FZ1748'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF MT. AIRY AND
 FZ1748'6 MILES WEST OF PILOT MTN. ON THE NORTH SIDE OF STATE HIGHWAY
 FZ1748'268 AND ON PROPERTY OWN BY MR. R.D. LOVE.  IT IS 58.5 FEET
 FZ1748'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH, 53.5 FEET
 FZ1748'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 81 FEET EAST OF
 FZ1748'POWER POLE NO. 6E-32, 33 FEET NORTH OF HIGHWAY 268 AND 16.5
 FZ1748'FEET SOUTH OF A TWO INCH MAPLE TREE.  THE MARK IS SET ABOUT
 FZ1748'6 INCHES BELOW THE GROUND AND THE DISK IS STAMPED ARARAT 1954
 FZ1748'1961.
 FZ1748'
 FZ1748'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF THE
 FZ1748'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FZ1748'ARARAT NO 1 1954.
 FZ1748'
 FZ1748'REFERENCE MARK NO. 3 IS 31.5 FEET NORTH OF THE CENTER OF THE
 FZ1748'ROAD, 30.5 FEET SOUTHEAST OF MR. LOVES WELDING SHOP AND 2 FEET
 FZ1748'EAST OF POWER POLE NO. 6E-32.  THE MARK IS SET FLUSH WITH THE
 FZ1748'GROUND AND THE DISK IS STAMPED ARARAT NO 3 1954 1961.
 FZ1748'
 FZ1748'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION ON THE SOUTH SIDE
 FZ1748'OF HIGHWAY 268.  IT IS 15 FEET NORTHWEST OF A POWER POLE, 26
 FZ1748'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET EAST OF
 FZ1748'A CGS WITNESS SIGN.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 FZ1748'DISK IS STAMPED ARARAT 1954.
 FZ1748'
 FZ1748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52A
 FZ1748'AND STATE HIGHWAY 268 IN PILOT MOUNTAIN, GO WEST ON HIGHWAY 268
 FZ1748'FOR 6.2 MILES TO A RED BRICK HOUSE ON THE RIGHT AND STATION IN
 FZ1748'THE FRONT LAWN.  CONTINUE ON HIGHWAY 268 FOR 0.4 MILE TO THE
 FZ1748'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FZ1748
 FZ1748                          STATION RECOVERY (1984)
 FZ1748
 FZ1748'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (RDH)
 FZ1748'ARARAT (1954, 1961) RECOVERED GOOD.
 FZ1748'
 FZ1748'AZIMUTH MARK RECOVERED GOOD.
 FZ1748'
 FZ1748'ARARAT NO. 3 (REF. MARK) RECOVERED GOOD.
 FZ1748'
 FZ1748'STATION ARARAT, AZIMUTH MARK AND RM NO. 3 FOUND IN GOOD CONDITION
 FZ1748'FROM DESCRIPTION ON DATA SHEET.  ARARAT FOUND TO BE--31.1 FEET N.
 FZ1748'OF CENTERLINE OF HWY 268 PAVEMENT, 56.7 FEET SE. OF SW. CORNER OF
 FZ1748'ROBY LOVE RESIDENCE, AND 16.1 FEET S. OF 10 INCH MAPLE IN LOVE
 FZ1748'YARD.  NO SEARCH OR RECOVERY OF REFERENCE MARKS NO. 1 AND NO. 2.
 FZ1748'
 FZ1748'DISTANCE AND DIRECTION FROM NEAREST TOWN--N. SIDE HWY 268, 5.4
 FZ1748'MILES W. OF PILOT MOUNTAIN, N.C.
 FZ1748
 FZ1748                          STATION RECOVERY (1986)
 FZ1748
 FZ1748'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1748'RECOVERED AS DESCRIBED. DISTANCE TO RM 3 WAS MEASURED WITH A DI5 AND
 FZ1748'FOUND TO BE 24.184 M, OR 0.029 M (0.095 FT) SHORTER THAN PREVIOUSLY
 FZ1748'RECORDED. NOTE-REPORT OF 2/95-FOUND ON SIDE 6-INCHES UNDER GROUND IN
 FZ1748'YARD, DISK NOT REMOVED. REFERENCE MARK NO 1 NOT FOUND. AZIMUTH MARK
 FZ1748'FOUND GOOD AND REFERENCE MARK NO 3 FOUND GOOD WITH THE FOLLOWING
 FZ1748'CORRECTIONS. LOCATED 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF NC
 FZ1748'268, 35.0 FT (10.7 M) WEST OF THE CENTERLINE OF PAVED DRIVE, 44.0 FT
 FZ1748'(13.4 M) NORTHWEST OF THE CENTERLINE OF INTERSECTION OF NC 268 AND
 FZ1748'PAVED DRIVE, 89.7 FT (27.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 FZ1748'BRICK HOUSE AND 1.6 FT (0.5 M) EAST OF POWER POLE--6E 32--WITH
 FZ1748'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2338 ***********************************************************************
 FZ2338  DESIGNATION -  ARARAT RM 3
 FZ2338  PID         -  FZ2338
 FZ2338  STATE/COUNTY-  NC/SURRY
 FZ2338  USGS QUAD   -  SILOAM (1970)
 FZ2338
 FZ2338                         *CURRENT SURVEY CONTROL
 FZ2338  ___________________________________________________________________
 FZ2338* NAD 83(2007)-  36 21 36.19123(N)    080 33 58.25384(W)     ADJUSTED  
 FZ2338* NAVD 88     -       331.0    (meters)    1086.     (feet)  VERTCON   
 FZ2338  ___________________________________________________________________
 FZ2338  EPOCH DATE  -        2002.00
 FZ2338  X           -     842,923.351 (meters)                     COMP
 FZ2338  Y           -  -5,073,102.225 (meters)                     COMP
 FZ2338  Z           -   3,760,616.196 (meters)                     COMP
 FZ2338  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FZ2338  ELLIP HEIGHT-         297.542 (meters)          (02/10/07) ADJUSTED
 FZ2338  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 FZ2338
 FZ2338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2338  Type    PID    Designation                      North   East  Ellip
 FZ2338  -------------------------------------------------------------------
 FZ2338  NETWORK FZ2338 ARARAT RM 3                       0.73   0.65   1.37
 FZ2338  -------------------------------------------------------------------
 FZ2338
 FZ2338.The horizontal coordinates were established by GPS observations
 FZ2338.and adjusted by the National Geodetic Survey in February 2007.
 FZ2338
 FZ2338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2338.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2338.The epoch date for horizontal control is a decimal equivalence
 FZ2338.of Year/Month/Day.
 FZ2338
 FZ2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2338
 FZ2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2338
 FZ2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2338
 FZ2338.The ellipsoidal height was determined by GPS observations
 FZ2338.and is referenced to NAD 83.
 FZ2338
 FZ2338.The geoid height was determined by GEOID03.
 FZ2338
 FZ2338;                    North         East     Units Scale Factor Converg.
 FZ2338;SPC NC       -   290,662.179   469,030.638   MT  1.00005972   -0 54 14.2
 FZ2338;SPC NC       -   953,614.17  1,538,811.35   sFT  1.00005972   -0 54 14.2
 FZ2338;UTM  17      - 4,023,972.165   538,920.628   MT  0.99961866   +0 15 25.9
 FZ2338
 FZ2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2338!SPC NC       -   0.99995330  x   1.00005972  =   1.00001302
 FZ2338!UTM  17      -   0.99995330  x   0.99961866  =   0.99957198
 FZ2338
 FZ2338                          SUPERSEDED SURVEY CONTROL
 FZ2338
 FZ2338  NAD 83(2001)-  36 21 36.19182(N)    080 33 58.25394(W) AD(       ) 1
 FZ2338  ELLIP H (03/13/03)  297.509  (m)                       GP(       ) 4 2
 FZ2338  NAD 83(1986)-  36 21 36.19910(N)    080 33 58.25959(W) AD(       ) 1
 FZ2338  NGVD 29 (10/14/98)  331.2    (m)         1087.     (f) GPS OBS     3  
 FZ2338
 FZ2338.Superseded values are not recommended for survey control.
 FZ2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2338.See file dsdata.txt to determine how the superseded data were derived.
 FZ2338
 FZ2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3892123972(NAD 83)
 FZ2338_MARKER: DR = REFERENCE MARK DISK
 FZ2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2338_STAMPING: ARARAT NO 3 1954 1961
 FZ2338_MARK LOGO: CGS   
 FZ2338_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2338+STABILITY: SURFACE MOTION
 FZ2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2338+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 FZ2338
 FZ2338  HISTORY     - Date     Condition        Report By
 FZ2338  HISTORY     - 1961     MONUMENTED       CGS
 FZ2338  HISTORY     - 19860101 GOOD             NCGS
 FZ2338
 FZ2338                          STATION DESCRIPTION
 FZ2338
 FZ2338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ2338'STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH OF MOUNT AIRY AND 6 MI
 FZ2338'(9.7 KM) WEST OF PILOT MOUNTAIN. ALONG NC 268 FOR 6.2 MI (10.0 KM)
 FZ2338'FROM US 52A, AT A RED BRICK HOUSE, ON THE NORTH SIDE OF THE ROAD, IN
 FZ2338'THE YARD OF THE R.D. LOVE RESIDENCE. MARK IS FLUSH WITH GROUND.
 FZ2338'LOCATED 31.5 FT (9.6 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 30.5
 FZ2338'FT (9.3 M) SOUTHEAST OF A WELDING SHOP, AND 2 FT (0.6 M) EAST OF A
 FZ2338'POWER POLE (6E32) WITH A REFERENCE TAG. DISTANCE FROM THE MAIN STATION
 FZ2338'TO RM 3 WAS MEASURED WITH A DI5 AND FOUND TO BE 24.184 M, OR 0.029 M
 FZ2338'(0.095 FT) SHORTER THAN PREVIOUSLY RECORDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2551 ***********************************************************************
 EY2551  DESIGNATION -  ARBA
 EY2551  PID         -  EY2551
 EY2551  STATE/COUNTY-  NC/GREENE
 EY2551  USGS QUAD   -  SNOW HILL (1982)
 EY2551
 EY2551                         *CURRENT SURVEY CONTROL
 EY2551  ___________________________________________________________________
 EY2551* NAD 83(2001)-  35 23 10.40705(N)    077 42 11.55331(W)     ADJUSTED  
 EY2551* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 EY2551  ___________________________________________________________________
 EY2551  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EY2551  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EY2551  HORZ ORDER  -  FIRST
 EY2551
 EY2551.The horizontal coordinates were established by classical geodetic methods
 EY2551.and adjusted by the National Geodetic Survey in August 2005.
 EY2551
 EY2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2551
 EY2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2551
 EY2551.The geoid height was determined by GEOID03.
 EY2551
 EY2551;                    North         East     Units Scale Factor Converg.
 EY2551;SPC NC       -   182,276.048   727,405.896   MT  0.99987533   +0 44 54.5
 EY2551;SPC NC       -   598,017.33  2,386,497.51   sFT  0.99987533   +0 44 54.5
 EY2551;UTM  18      - 3,919,230.881   254,462.099   MT  1.00034304   -1 33 58.2
 EY2551
 EY2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2551!SPC NC       -   0.99999924  x   0.99987533  =   0.99987457
 EY2551!UTM  18      -   0.99999924  x   1.00034304  =   1.00034228
 EY2551
 EY2551:                Primary Azimuth Mark                     Grid Az
 EY2551:SPC NC       -  HOOKERTON ALUM WATER TANK                066 54 10.6
 EY2551:UTM  18      -  HOOKERTON ALUM WATER TANK                069 13 03.3
 EY2551
 EY2551|---------------------------------------------------------------------|
 EY2551| PID    Reference Object                     Distance      Geod. Az  |
 EY2551|                                                           dddmmss.s |
 EY2551| EY2441 HOOKERTON ALUM WATER TANK           APPROX.11.1 KM 0673905.1 |
 EY2551| EY2567 ARBA RM 1 AZIMUTH                   469.068 METERS 1842824.0 |
 EY2551| EY2566 ARBA RM 2                            56.580 METERS 19506     |
 EY2551| EY4385 ARBA RM 3                            51.813 METERS 33055     |
 EY2551|---------------------------------------------------------------------|
 EY2551
 EY2551                          SUPERSEDED SURVEY CONTROL
 EY2551
 EY2551  NAD 83(1986)-  35 23 10.41597(N)    077 42 11.56218(W) AD(       ) 1
 EY2551  NAD 27      -  35 23 09.83000(N)    077 42 12.65300(W) AD(       ) 1
 EY2551  NGVD 29 (07/19/86)   40.8    (m)          134.     (f) VERT ANG    3  
 EY2551
 EY2551.Superseded values are not recommended for survey control.
 EY2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2551.See file dsdata.txt to determine how the superseded data were derived.
 EY2551
 EY2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5446219231(NAD 83)
 EY2551_MARKER: DS = TRIANGULATION STATION DISK
 EY2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2551_STAMPING: ARBA 1933
 EY2551_MARK LOGO: CGS   
 EY2551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2551+STABILITY: SURFACE MOTION
 EY2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2551+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EY2551
 EY2551  HISTORY     - Date     Condition        Report By
 EY2551  HISTORY     - 1933     MONUMENTED       CGS
 EY2551  HISTORY     - 1967     GOOD             USE
 EY2551  HISTORY     - 1976     GOOD             NCGS
 EY2551  HISTORY     - 19920309 GOOD             NCGS
 EY2551  HISTORY     - 19980411 GOOD             USPSQD
 EY2551  HISTORY     - 20050318 GOOD             USPSQD
 EY2551
 EY2551                          STATION DESCRIPTION
 EY2551
 EY2551'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY2551'ABOUT 11 MILES NORTHWEST OF KINSTON, 5 MILES SOUTH OF SNOW
 EY2551'HILL, AND 1 MILE SOUTH OF ARBA CROSSROADS, ON GROUNDS OF SMALL
 EY2551'NEGRO CHURCH.  TO REACH FROM JUNCTION OF UNITED STATES ROUTE
 EY2551'258 AND NORTH CAROLINA ROUTE 102 IN SNOW HILL, GO SOUTHWEST
 EY2551'0.6 MILE ON ROUTE 102, TURN LEFT, FOLLOW DIRT ROAD SOUTHWEST
 EY2551'0.5 MILE, TAKE LEFT FORK, AND CONTINUE 3.4 MILES TO ARBA
 EY2551'CROSSROADS.  CONTINUE STRAIGHT AHEAD (SOUTH) 0.6 MILE, TAKE
 EY2551'LEFT FORK, AND FOLLOW 0.35 MILE TO STATION SITE.  TO REACH
 EY2551'FROM POST OFFICE IN KINSTON, GO NORTH 6.35 MILES ON UNITED
 EY2551'STATES ROUTE 258 TO BIZZELLS FILLING STATION AT MEWBORNS
 EY2551'CROSSROADS, TURN WEST ONTO DIRT ROAD, AND FOLLOW 2.45 MILES
 EY2551'TO STATION DAWSON.  CONTINUE WEST 2.5 MILES TO CROSSROADS
 EY2551'AT WHEAT SWAMP SCHOOL (A LARGE BRICK BUILDING), TAKE ROAD TO
 EY2551'RIGHT, AND FOLLOW 3.7 MILES TO STATION SITE.  STATION IS 169
 EY2551'FEET NORTH OF T-ROAD INTERSECTION WITH ARROWS--EAST, BROWNTON
 EY2551'X RD. 2.  NORTH, SNOW HILL 5-ARBA 1.  35 FEET EAST OF CENTER
 EY2551'LINE OF ROAD, 28 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF
 EY2551'CHURCH, 33 FEET SOUTH-SOUTHWEST OF 14-INCH PINE
 EY2551'TREE, AND 37 FEET NORTHWEST OF 12-INCH PINE TREE.  SURFACE
 EY2551'AND UNDERGOUND MARKS ARE STANDARD DISK STATION MARKS IN
 EY2551'CONCRETE.  REFERENCE MARKS ARE STANDARD
 EY2551'REFERENCE DISKS IN CONCRETE.  NO.  1 IS 30 FEET WEST
 EY2551'OF CENTER LINE OF ROAD, 10 FEET WEST OF WEST EDGE OF DITCH,
 EY2551'ABOUT 80 YARDS NORTH OF POINT WHERE ROAD TURNS SOUTHEAST, 30
 EY2551'FEET NORTH OF 12-INCH PINE TREE WHICH STANDS OUT FROM REST OF
 EY2551'WOODS, AND APPROXIMATELY 0.25 MILE FROM STATION.
 EY2551'NO. 2 IS 16 FEET SOUTH OF MILEAGE POST AT
 EY2551'T-ROAD INTERSECTION, 31 FEET WEST-SOUTHWEST OF THIS
 EY2551'INTERSECTION, 25 FEET WEST OF CENTER LINE OF ROAD, AND 185.55
 EY2551'FEET FROM STATION.  NO. 3 IS 29 FEET
 EY2551'WEST OF CENTER LINE OF ROAD, 9.5 FEET WEST OF WEST EDGE OF
 EY2551'DITCH.  14 FEET NORTHEAST OF 12-INCH PINE TREE, AND 169.95 FEET
 EY2551'FROM STATION.
 EY2551
 EY2551                          STATION RECOVERY (1967)
 EY2551
 EY2551'RECOVERY NOTE BY US ENGINEERS 1967
 EY2551'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED,
 EY2551'ARBA 1933 SET IN A CONCRETE MONUMENT.
 EY2551'
 EY2551'STATION IS LOCATED 163.6 FT N FROM THE CENTER OF THE
 EY2551'INTERSECTION OF ROUTES 1119 AND 1117, AND 37 FT E OF THE CENTERLINE
 EY2551'OF RT. 1119.
 EY2551'
 EY2551'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 258 AND N.C.
 EY2551'RT. 102 IN SNOW HILL PROCEED SW 0.6 MILE ON RT. 102, TURN LEFT
 EY2551'AND FOLLOW DIRT ROAD SW 0.5 MILE, TAKE LEFT FORK AND CONTINUE
 EY2551'3.4 MILES TO ARBA CROSSROADS, CONTINUE STRAIGHT AHEAD (S) 0.6
 EY2551'MILE, TAKE LEFT FORK AND FOLLOW 0.35 MILE TO STATION SITE.
 EY2551'
 EY2551'R.M. 1 WAS RECOVERED TILTED AND SHOULD BE CLASSIFIED AS DISTURBED.
 EY2551'
 EY2551'R.M. 2 IS A STANDARD USC AND GS BRONZE DISK SET IN CONCRETE.  IT
 EY2551'IS 31 FT NW OF THE INTERSECTION, 25 FT W OF CENTERLINE OF RT.
 EY2551'1119, AND 185.55 FT FROM THE STATION.
 EY2551'
 EY2551'R.M. 3 IS A STANDARD USC AND GS BRONZE DISK SET IN CONCRETE.  IT
 EY2551'IS LOCATED 29 FT W OF THE CENTERLINE OF ROAD, 9.5 FT W OF W
 EY2551'EDGE OF DITCH, 14 FT NE OF 12 IN PINE TREE, AND 169.95 FT FROM
 EY2551'THE STATION.
 EY2551
 EY2551                          STATION RECOVERY (1976)
 EY2551
 EY2551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2551'ALL STATION MARKS WERE FOUND IN GOOD CONDITION.
 EY2551'
 EY2551'IT WAS NOTED IN THE 1967 RECOVERY THAT REFERENCE MARK 1 (AZ MK) HAD
 EY2551'BEEN DISTURBED, BUT IT IS NOW UPRIGHT AND APPEARS IN GOOD CONDITION,
 EY2551'YET THE ANGLE BETWEEN REFERENCE MARK 2 AND 3 WAS FOUND TO BE FIVE
 EY2551'MINUTES LARGER.  THE NEW ANGLE SATISFIED TRIANGLE CONDITIONS WHEN
 EY2551'REFERENCE MARK 2 AND 3 WERE ALSO OBSERVED.
 EY2551'
 EY2551'THE STATION IS ABOUT 4.9 MILES SOUTH-SOUTHWEST OF SNOW HILL AND 1 MILE
 EY2551'SOUTH OF ARBA COMMUNITY IN THE NORTHEAST QUADRANT OF T INTERSECTION.
 EY2551'
 EY2551'TO REACH THE STATION FROM THE INTERSECTION OF US 258 AND NC 58
 EY2551'SOUTHEAST OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 4.3 MILES TO T
 EY2551'INTERSECTION WITH SR 1117, THENCE WEST ALONG SR 1117 FOR 2.1 MILES TO
 EY2551'T INTERSECTION WITH SR 1119 AND STATION IN THE NORTHEAST QUADRANT OF
 EY2551'INTERSECTION.  TO REACH REFERENCE MARK 1 FROM STATION PROCEED SOUTH
 EY2551'ALONG SR 1119 FOR 0.3 MILE TO MARK AS DESCRIBED ON RIGHT.
 EY2551'
 EY2551'STATION MARK IS A STANDARD DISK STAMPED---ARBA 1933---, SET IN A
 EY2551'SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE THE GROUND SURFACE.
 EY2551'THE MARK IS 36.6 FEET EAST OF THE CENTERLINE OF SR 1119, 1.3 FEET
 EY2551'NORTH OF A WHITE WITNESS POST, 6.0 FEET SOUTH OF A 4 INCH GUM, 1.2
 EY2551'FEET WEST OF A 6 INCH PINE, AND 163.6 FEET NORTH OF THE CENTERLINE OF
 EY2551'INTERSECTION OF SR 1117 AND SR 1119.
 EY2551'
 EY2551'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ARBA NO 1 1933---, SET
 EY2551'IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE THE
 EY2551'GROUND SURFACE.  THE MARK IS 24.1 FEET WEST OF THE CENTERLINE OF SR
 EY2551'1119, 7.8 FEET EAST OF A 4 INCH OAK WITH ALUMINUM TAG, 53.1 FEET WEST
 EY2551'OF A 6 INCH OAK, AND 7.4 FEET SOUTHEAST OF A 4 INCH POPLAR.
 EY2551'
 EY2551'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ARBA NO 2 1933---SET IN
 EY2551'THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 10 INCHES ABOVE THE
 EY2551'GROUND SURFACE.  THE MARK IS 21.0 FEET WEST OF THE CENTERLINE OF SR
 EY2551'1119, 24.7 FEET SOUTHWEST OF THE CENTERLINE OF SR 1119 AND SR 1117,
 EY2551'6.8 FEET NORTH OF POWER POLE WITH 2 GUY WIRES WITH ALUMINUM TAG, 15.1
 EY2551'FEET EAST OF 6 INCH OAK WITH ALUMINUM TAG, AND 10.4 FEET SOUTH OF
 EY2551'HIGHWAY SIGN POST WITH ALUMINUM TAG.
 EY2551'
 EY2551'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ARBA NO 3 1933---, SET
 EY2551'IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE THE
 EY2551'GROUND SURFACE.  THE MARK IS 27.2 FEET WEST OF THE CENTERLINE OF SR
 EY2551'1119, 6.5 FEET EAST OF A 6 INCH OAK WITH ALUMINUM TAG.
 EY2551
 EY2551                          STATION RECOVERY (1992)
 EY2551
 EY2551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2551'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. THE 6-INCH
 EY2551'OAK IS GONE. MARK IS CHIPPED ON CORNERS BUT IS SOLID. MARK PROJECTS 2
 EY2551'INCHES ABOVE THE GROUND. LOCATED 36.1 FT (11.0 M) EAST OF THE
 EY2551'CENTERLINE OF SR 1119, 166.8 FT (50.8 M) NORTH OF THE CENTERLINE
 EY2551'INTERSECTION OF SR 1117 AND SR 1119, 6.0 FT (1.8 M) SOUTH OF A 9-INCH
 EY2551'GUM, 1.8 FT (0.5 M) WEST OF A 11-INCH PINE, AND 185.6 FT (56.6 M)
 EY2551'NORTH-NORTHEAST OF RM 2. REFERENCE MARK 1 WAS RECOVERED WITH THE
 EY2551'FOLLOWING CORRECTIONS. LOCATED 24.6 FT (7.5 M) WEST OF THE CENTERLINE
 EY2551'OF SR 1119--AND 7.8 FT (2.4 M) EAST OF A 9-INCH OAK, 7.4 FT (2.3 M)
 EY2551'SOUTHEAST OF A 4-INCH POPLAR--BOTH WITH REFERENCE TAGS. REFERENCE MARK
 EY2551'2 WAS RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED 22.6 FT (6.9
 EY2551'M) WEST OF THE CENTERLINE OF SR 1119, 27.0 FT (8.2 M) SOUTHWEST OF THE
 EY2551'CENTERLINE INTERSECTION OF SR 1119 AND SR 1117, 2.3 FT (0.7 M) SOUTH
 EY2551'OF A METAL WITNESS POST--AND 7.2 FT (2.2 M) NORTHEAST OF A POWER POLE
 EY2551'WITH TWO GUY WIRES, 15.4 FT (4.7 M) SOUTHEAST OF A 9-INCH OAK, 10.4 FT
 EY2551'(3.2 M) SOUTH OF A HIGHWAY SIGN POST--ALL WITH REFERENCE TAGS.
 EY2551'REFERENCE MARK 3 WAS RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED
 EY2551'28.0 FT (8.5 M) WEST OF THE CENTERLINE OF SR 1119, AND 6.5 FT (2.0 M)
 EY2551'EAST OF A 7-INCH OAK WITH REFERENCE TAG.
 EY2551
 EY2551                          STATION RECOVERY (1998)
 EY2551
 EY2551'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2551'RECOVERED IN GOOD CONDITION.
 EY2551
 EY2551                          STATION RECOVERY (2005)
 EY2551
 EY2551'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2565 ***********************************************************************
 EY2565  DESIGNATION -  ARBA NC NAT GAS RADIO TWR LT
 EY2565  PID         -  EY2565
 EY2565  STATE/COUNTY-  NC/GREENE
 EY2565  USGS QUAD   -  SNOW HILL (1982)
 EY2565
 EY2565                         *CURRENT SURVEY CONTROL
 EY2565  ___________________________________________________________________
 EY2565* NAD 83(2001)-  35 23 06.35999(N)    077 42 09.08917(W)     ADJUSTED  
 EY2565* NAVD 88     -              **(meters)            **(feet)            
 EY2565  ___________________________________________________________________
 EY2565  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EY2565  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EY2565  HORZ ORDER  -  THIRD
 EY2565
 EY2565.The horizontal coordinates were established by classical geodetic methods
 EY2565.and adjusted by the National Geodetic Survey in August 2005.
 EY2565
 EY2565
 EY2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2565
 EY2565.The geoid height was determined by GEOID03.
 EY2565
 EY2565;                    North         East     Units Scale Factor Converg.
 EY2565;SPC NC       -   182,152.161   727,469.703   MT  0.99987529   +0 44 55.9
 EY2565;SPC NC       -   597,610.88  2,386,706.85   sFT  0.99987529   +0 44 55.9
 EY2565;UTM  18      - 3,919,104.459   254,520.878   MT  1.00034268   -1 33 56.6
 EY2565
 EY2565                          SUPERSEDED SURVEY CONTROL
 EY2565
 EY2565  NAD 83(1986)-  35 23 06.36893(N)    077 42 09.09777(W) AD(       ) 4
 EY2565  NAD 27      -  35 23 05.78308(N)    077 42 10.18942(W) AD(       ) 3
 EY2565
 EY2565.Superseded values are not recommended for survey control.
 EY2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2565.See file dsdata.txt to determine how the superseded data were derived.
 EY2565
 EY2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5452119104(NAD 83)
 EY2565_MARKER: 43 = RADIO/TV TOWER
 EY2565_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2565+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EY2565
 EY2565  HISTORY     - Date     Condition        Report By
 EY2565  HISTORY     - 1976     FIRST OBSERVED   NCGS
 EY2565  HISTORY     - 19920309 GOOD             NCGS
 EY2565  HISTORY     - 19980411 GOOD             USPSQD
 EY2565  HISTORY     - 20050318 GOOD             USPSQD
 EY2565
 EY2565                          STATION DESCRIPTION
 EY2565
 EY2565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2565'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF ARBA AND 5.1
 EY2565'MILES SOUTH-SOUTHWEST OF SNOW HILL, NORTH CAROLINA.
 EY2565'
 EY2565'STATION IS 0.1 MILE SOUTHEAST OF INTERSECTION OF SR 1117 AND SR 1119,
 EY2565'APPROXIMATELY 350 FEET EAST OF SR 1119 ALONG A GRAVEL DRIVE.  THE
 EY2565'RADIO TOWER IS A 3 LEG STRUCTURE 300 FEET HIGH AND RED AND WHITE IN
 EY2565'COLOR.
 EY2565'
 EY2565'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 EY2565
 EY2565                          STATION RECOVERY (1992)
 EY2565
 EY2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2565'RECOVERED AS DESCRIBED.
 EY2565
 EY2565                          STATION RECOVERY (1998)
 EY2565
 EY2565'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2565'RECOVERED IN GOOD CONDITION.
 EY2565
 EY2565                          STATION RECOVERY (2005)
 EY2565
 EY2565'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2565'SITE IS NOW OPERATED BY PROGRESS ENERGY (RPTR SITE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2567 ***********************************************************************
 EY2567  DESIGNATION -  ARBA RM 1 AZIMUTH
 EY2567  PID         -  EY2567
 EY2567  STATE/COUNTY-  NC/GREENE
 EY2567  USGS QUAD   -  SNOW HILL (1982)
 EY2567
 EY2567                         *CURRENT SURVEY CONTROL
 EY2567  ___________________________________________________________________
 EY2567* NAD 83(2001)-  35 22 55.23304(N)    077 42 13.00271(W)     ADJUSTED  
 EY2567* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 EY2567  ___________________________________________________________________
 EY2567  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 EY2567  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EY2567  HORZ ORDER  -  SECOND
 EY2567
 EY2567.The horizontal coordinates were established by classical geodetic methods
 EY2567.and adjusted by the National Geodetic Survey in August 2005.
 EY2567
 EY2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2567
 EY2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2567
 EY2567.The geoid height was determined by GEOID03.
 EY2567
 EY2567;                    North         East     Units Scale Factor Converg.
 EY2567;SPC NC       -   181,808.024   727,375.429   MT  0.99987517   +0 44 53.7
 EY2567;SPC NC       -   596,481.83  2,386,397.55   sFT  0.99987517   +0 44 53.7
 EY2567;UTM  18      - 3,918,764.251   254,412.733   MT  1.00034334   -1 33 58.5
 EY2567
 EY2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2567!SPC NC       -   0.99999963  x   0.99987517  =   0.99987480
 EY2567!UTM  18      -   0.99999963  x   1.00034334  =   1.00034297
 EY2567
 EY2567:                Primary Azimuth Mark                     Grid Az
 EY2567:SPC NC       -  ARBA RM 2                                002 16 46.5
 EY2567:UTM  18      -  ARBA RM 2                                004 35 38.7
 EY2567
 EY2567|---------------------------------------------------------------------|
 EY2567| PID    Reference Object                     Distance      Geod. Az  |
 EY2567|                                                           dddmmss.s |
 EY2567| EY2566 ARBA RM 2                           413.589 METERS 0030140.2 |
 EY2567| EY2551 ARBA                                469.068 METERS 0042823.2 |
 EY2567| EY2565 ARBA NC NAT GAS RADIO TWR LT        356.859 METERS 01604     |
 EY2567|---------------------------------------------------------------------|
 EY2567
 EY2567                          SUPERSEDED SURVEY CONTROL
 EY2567
 EY2567  NAD 83(1986)-  35 22 55.24214(N)    077 42 13.01170(W) AD(       ) 2
 EY2567  NAD 27      -  35 22 54.65692(N)    077 42 14.10227(W) AD(       ) 2
 EY2567  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG    3  
 EY2567
 EY2567.Superseded values are not recommended for survey control.
 EY2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2567.See file dsdata.txt to determine how the superseded data were derived.
 EY2567
 EY2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5441318764(NAD 83)
 EY2567_MARKER: DR = REFERENCE MARK DISK
 EY2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2567_STAMPING: ARBA NO 1 1933
 EY2567_MARK LOGO: CGS   
 EY2567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2567+STABILITY: SURFACE MOTION
 EY2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2567+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1992
 EY2567
 EY2567  HISTORY     - Date     Condition        Report By
 EY2567  HISTORY     - 1933     MONUMENTED       NGS
 EY2567  HISTORY     - 19920309 GOOD             NCGS
 EY2567  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 EY2567
 EY2567                          STATION DESCRIPTION
 EY2567
 EY2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 (RDH)
 EY2567'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST OF BROWNTOWN AND
 EY2567'5.2 MILES SOUTH-SOUTHWEST OF SNOW HILL, NORTH CAROLINA.
 EY2567'
 EY2567'TO REACH THE STATION FROM INTERSECTION OF US 258 WITH NC 58 SOUTHEAST
 EY2567'OF SNOW HILL, PROCEED SOUTHERLY ALONG US 258 FOR 4.3 MILES TO T
 EY2567'INTERSECTION WITH SR 1117, THENCE WESTERLY ALONG SR 1117 FOR 2.1 MILES
 EY2567'TO INTERSECTION WITH SR 1119, THENCE SOUTH ALONG SR 1119 FOR 0.3 MILES
 EY2567'TO STATION ON RIGHT.
 EY2567'
 EY2567'STATION MARK IS A STANDARD NGS REFERENCE DISK STAMPED---ARBA RM 1 1933
 EY2567'---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 4 INCHES
 EY2567'ABOVE THE GROUND SURFACE.  THE MARK IS 24.1 FEET WEST OF THE
 EY2567'CENTERLINE OF SR 1119, 7.8 FEET EAST OF A 4 INCH OAK WITH ALUMINUM
 EY2567'TAG, 53.1 FEET WEST OF A 6 INCH OAK ACROSS SR 1119, AND 7.4 FEET
 EY2567'SOUTHEAST OF A 4 INCH SOFT WOOD TREE.
 EY2567
 EY2567                          STATION RECOVERY (1992)
 EY2567
 EY2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2567'RECOVERED AS DESCRIBED. MARK IS LOCATED 24.6 FT (7.5 M) WEST OF THE
 EY2567'CENTERLINE OF SR 1119--AND 7.8 FT (2.4 M) EAST OF A 9-INCH OAK, 7.4 FT
 EY2567'(2.3 M) SOUTHEAST OF A 4-INCH POPLAR--BOTH WITH REFERENCE TAGS.
 EY2567
 EY2567                          STATION RECOVERY (1998)
 EY2567
 EY2567'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2566 ***********************************************************************
 EY2566  DESIGNATION -  ARBA RM 2
 EY2566  PID         -  EY2566
 EY2566  STATE/COUNTY-  NC/GREENE
 EY2566  USGS QUAD   -  SNOW HILL (1982)
 EY2566
 EY2566                         *CURRENT SURVEY CONTROL
 EY2566  ___________________________________________________________________
 EY2566* NAD 83(2001)-  35 23 08.63417(N)    077 42 12.13732(W)     ADJUSTED  
 EY2566* NAVD 88     -        40.1    (meters)     132.     (feet)  VERTCON   
 EY2566  ___________________________________________________________________
 EY2566  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 EY2566  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EY2566  HORZ ORDER  -  SECOND
 EY2566
 EY2566.The horizontal coordinates were established by classical geodetic methods
 EY2566.and adjusted by the National Geodetic Survey in August 2005.
 EY2566
 EY2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2566
 EY2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2566
 EY2566.The geoid height was determined by GEOID03.
 EY2566
 EY2566;                    North         East     Units Scale Factor Converg.
 EY2566;SPC NC       -   182,221.229   727,391.873   MT  0.99987531   +0 44 54.2
 EY2566;SPC NC       -   597,837.48  2,386,451.50   sFT  0.99987531   +0 44 54.2
 EY2566;UTM  18      - 3,919,176.648   254,445.866   MT  1.00034313   -1 33 58.5
 EY2566
 EY2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2566!SPC NC       -   0.99999930  x   0.99987531  =   0.99987461
 EY2566!UTM  18      -   0.99999930  x   1.00034313  =   1.00034243
 EY2566
 EY2566|---------------------------------------------------------------------|
 EY2566| PID    Reference Object                     Distance      Geod. Az  |
 EY2566|                                                           dddmmss.s |
 EY2566| EY2551 ARBA                                 56.580 METERS 01506     |
 EY2566| EY2567 ARBA RM 1 AZIMUTH                   413.589 METERS 1830140.7 |
 EY2566| EY4385 ARBA RM 3                           100.471 METERS 35402     |
 EY2566|---------------------------------------------------------------------|
 EY2566
 EY2566                          SUPERSEDED SURVEY CONTROL
 EY2566
 EY2566  NAD 83(1986)-  35 23 08.64343(N)    077 42 12.14610(W) AD(       ) 2
 EY2566  NAD 27      -  35 23 08.05708(N)    077 42 13.23699(W) AD(       ) 2
 EY2566  NGVD 29 (07/19/86)   40.4    (m)          133.     (f) VERT ANG    3  
 EY2566
 EY2566.Superseded values are not recommended for survey control.
 EY2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2566.See file dsdata.txt to determine how the superseded data were derived.
 EY2566
 EY2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5444619177(NAD 83)
 EY2566_MARKER: DR = REFERENCE MARK DISK
 EY2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2566_STAMPING: ARBA NO 2 1933
 EY2566_MARK LOGO: NGS   
 EY2566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2566+STABILITY: SURFACE MOTION
 EY2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2566+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EY2566
 EY2566  HISTORY     - Date     Condition        Report By
 EY2566  HISTORY     - 1933     MONUMENTED       NGS
 EY2566  HISTORY     - 19920309 GOOD             NCGS
 EY2566  HISTORY     - 19980411 GOOD             USPSQD
 EY2566  HISTORY     - 20050318 GOOD             USPSQD
 EY2566
 EY2566                          STATION DESCRIPTION
 EY2566
 EY2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 (LFS)
 EY2566'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-NORTHWEST OF
 EY2566'BROWNTOWN AND 5.0 MILES SOUTH-SOUTHWEST OF SNOW HILL, NORTH CAROLINA.
 EY2566'
 EY2566'TO REACH THE STATION FROM INTERSECTION OF US 258 WITH NC 58 SOUTHEAST
 EY2566'OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 4.3 MILES TO T
 EY2566'INTERSECTION WITH SR 1117, THENCE WESTERLY ALONG SR 1117 FOR 2.1 MILES
 EY2566'TO T INTERSECTION WITH SR 1119 AND STATION ON WEST SIDE OF SR 1119.
 EY2566'
 EY2566'STATION MARK IS A STANDARD NGS REFERENCE DISK STAMPED---ARBA RM 2---,
 EY2566'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 10 INCHES ABOVE
 EY2566'THE GROUND SURFACE.  THE MARK IS 21.0 FEET WEST OF THE CENTERLINE OF
 EY2566'SR 1119, 24.7 FEET SOUTHWEST OF THE CENTERLINE INTERSECTION OF SR 1117
 EY2566'AND SR 1119, 6.8 FEET NORTH OF A POWER POLE WITH DUAL GUY WIRES WITH
 EY2566'ALUMINUM TAG, 15.1 FEET EAST OF A 6 INCH OAK WITH ALUMINUM TAG, AND
 EY2566'10.4 FEET SOUTH OF A HIGHWAY DIRECTION SIGN POST WITH ALUMINUM TAG.
 EY2566
 EY2566                          STATION RECOVERY (1992)
 EY2566
 EY2566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2566'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK
 EY2566'PROJECTS 10 INCHES ABOVE THE GROUND. LOCATED 22.6 FT (6.9 M) WEST OF
 EY2566'THE CENTERLINE OF SR 1119, 27.0 FT (8.2 M) SOUTHWEST OF THE CENTERLINE
 EY2566'INTERSECTION OF SR 1119 AND SR 1117, 2.3 FT (0.7 M) SOUTH OF A METAL
 EY2566'WITNESS POST--AND 7.2 FT (2.2 M) NORTHEAST OF A POWER POLE WITH DUAL
 EY2566'GUY WIRES, 15.4 FT (4.7 M) SOUTHEAST OF A 9-INCH OAK, 10.4 FT (3.2 M)
 EY2566'SOUTH OF A HIGHWAY SIGN POST--ALL WITH REFERENCE TAGS.
 EY2566
 EY2566                          STATION RECOVERY (1998)
 EY2566
 EY2566'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2566'RECOVERED IN GOOD CONDITION.
 EY2566
 EY2566                          STATION RECOVERY (2005)
 EY2566
 EY2566'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2306 ***********************************************************************
 FA2306  DESIGNATION -  ARBOR
 FA2306  PID         -  FA2306
 FA2306  STATE/COUNTY-  NC/CABARRUS
 FA2306  USGS QUAD   -  KANNAPOLIS (1993)
 FA2306
 FA2306                         *CURRENT SURVEY CONTROL
 FA2306  ___________________________________________________________________
 FA2306* NAD 83(2007)-  35 23 12.66049(N)    080 38 21.92449(W)     ADJUSTED  
 FA2306* NAVD 88     -       196.9    (meters)     646.     (feet)  GPS OBS   
 FA2306  ___________________________________________________________________
 FA2306  EPOCH DATE  -        2002.00
 FA2306  X           -     846,712.604 (meters)                     COMP
 FA2306  Y           -  -5,136,507.642 (meters)                     COMP
 FA2306  Z           -   3,673,036.889 (meters)                     COMP
 FA2306  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FA2306  ELLIP HEIGHT-         166.418 (meters)          (02/10/07) ADJUSTED
 FA2306  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FA2306
 FA2306  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2306  Type    PID    Designation                      North   East  Ellip
 FA2306  -------------------------------------------------------------------
 FA2306  NETWORK FA2306 ARBOR                             2.90   1.41   2.43
 FA2306  -------------------------------------------------------------------
 FA2306
 FA2306.The horizontal coordinates were established by GPS observations
 FA2306.and adjusted by the National Geodetic Survey in February 2007.
 FA2306
 FA2306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2306.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2306.The horizontal coordinates are valid at the epoch date displayed above.
 FA2306.The epoch date for horizontal control is a decimal equivalence
 FA2306.of Year/Month/Day.
 FA2306
 FA2306.The orthometric height was determined by GPS observations and a
 FA2306.high-resolution geoid model.
 FA2306
 FA2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2306
 FA2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2306
 FA2306.The ellipsoidal height was determined by GPS observations
 FA2306.and is referenced to NAD 83.
 FA2306
 FA2306.The geoid height was determined by GEOID03.
 FA2306
 FA2306;                    North         East     Units Scale Factor Converg.
 FA2306;SPC NC       -   182,805.795   460,674.358   MT  0.99987536   -0 56 46.4
 FA2306;SPC NC       -   599,755.35  1,511,395.79   sFT  0.99987536   -0 56 46.4
 FA2306;UTM  17      - 3,916,004.319   532,747.671   MT  0.99961322   +0 12 31.7
 FA2306
 FA2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2306!SPC NC       -   0.99997388  x   0.99987536  =   0.99984924
 FA2306!UTM  17      -   0.99997388  x   0.99961322  =   0.99958711
 FA2306
 FA2306:                Primary Azimuth Mark                     Grid Az
 FA2306:SPC NC       -  INN                                      237 40 30.4
 FA2306:UTM  17      -  INN                                      236 31 12.3
 FA2306
 FA2306|---------------------------------------------------------------------|
 FA2306| PID    Reference Object                     Distance      Geod. Az  |
 FA2306|                                                           dddmmss.s |
 FA2306| FA2286 INN                                 APPROX. 2.4 KM 2364344.0 |
 FA2306|---------------------------------------------------------------------|
 FA2306
 FA2306                          SUPERSEDED SURVEY CONTROL
 FA2306
 FA2306  NAD 83(1986)-  35 23 12.67470(N)    080 38 21.93283(W) AD(       ) 1
 FA2306  NAD 83(2001)-  35 23 12.66055(N)    080 38 21.92460(W) AD(       ) 1
 FA2306  ELLIP H (09/17/03)  166.434  (m)                       GP(       ) 4 2
 FA2306  NAD 83(1986)-  35 23 12.67732(N)    080 38 21.93572(W) AD(       ) 2
 FA2306  NAD 27      -  35 23 12.16894(N)    080 38 22.67774(W) AD(       ) 2
 FA2306  NGVD 29 (07/19/86)  197.2    (m)          647.     (f) VERT ANG    3  
 FA2306
 FA2306.Superseded values are not recommended for survey control.
 FA2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2306.See file dsdata.txt to determine how the superseded data were derived.
 FA2306
 FA2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3274816004(NAD 83)
 FA2306_MARKER: DE = TRAVERSE STATION DISK
 FA2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2306_STAMPING: ARBOR 1965
 FA2306_MARK LOGO: NCGS  
 FA2306_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2306+STABILITY: SURFACE MOTION
 FA2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2306+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 FA2306
 FA2306  HISTORY     - Date     Condition        Report By
 FA2306  HISTORY     - 1965     MONUMENTED       NCGS
 FA2306  HISTORY     - 1987     GOOD             USPSQD
 FA2306  HISTORY     - 19911210 GOOD             CONE+S
 FA2306  HISTORY     - 20011210 GOOD             CONE+S
 FA2306
 FA2306                          STATION DESCRIPTION
 FA2306
 FA2306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2306'ARBOR IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2306'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2306'
 FA2306'ARBOR IS 3.8 MILES WSW OF CONCORD.  LOCATED 0.6 MILES NE ALONG
 FA2306'I 85 FROM SR 1310.  1.8 MILES SW ALONG I 85 FROM SR 1002 AT
 FA2306'FAIRGROUNDS.  0.4 MILES SW OF ROAD TO RUNNING M RANCH.  AND IN
 FA2306'MEDIAN ACROSS FROM OLD HOUSE ON E SIDE OF I 85.
 FA2306'
 FA2306'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2306'ARBOR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2306'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2306'
 FA2306'MARK IS
 FA2306'
 FA2306'17.7 FT N OF C/L OF N BOUND LANE OF I 85
 FA2306'
 FA2306'29.2 FT S OF C/L OF S BOUND LANE OF I 85
 FA2306'
 FA2306'51.5 FT NE OF ALUMINUM REG. TAG IN 26 INCH WHITE OAK TREE
 FA2306'
 FA2306'54.0 FT NW OF ALUMINUM REF. TAG IN 20 INCH WHITE OAK TREE
 FA2306'
 FA2306'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2306
 FA2306                          STATION RECOVERY (1987)
 FA2306
 FA2306'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA2306'RECOVERED IN GOOD CONDITION.
 FA2306
 FA2306                          STATION RECOVERY (1991)
 FA2306
 FA2306'RECOVERY NOTE BY CONCORD ENGINEERING AND SURVEY 1991
 FA2306'RECOVERED AS DESCRIBED.
 FA2306
 FA2306                          STATION RECOVERY (2001)
 FA2306
 FA2306'RECOVERY NOTE BY CONCORD ENGINEERING AND SURVEY 2001 (PAC)
 FA2306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2934 ***********************************************************************
 FY2934  DESIGNATION -  ARBOR
 FY2934  PID         -  FY2934
 FY2934  STATE/COUNTY-  NC/ORANGE
 FY2934  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY2934
 FY2934                         *CURRENT SURVEY CONTROL
 FY2934  ___________________________________________________________________
 FY2934* NAD 83(2001)-  36 07 02.11718(N)    078 59 25.94377(W)     ADJUSTED  
 FY2934* NAVD 88     -       169.4    (meters)     556.     (feet)  VERTCON   
 FY2934  ___________________________________________________________________
 FY2934  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 FY2934  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FY2934  HORZ ORDER  -  SECOND
 FY2934
 FY2934.The horizontal coordinates were established by classical geodetic methods
 FY2934.and adjusted by the National Geodetic Survey in August 2005.
 FY2934
 FY2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2934
 FY2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2934
 FY2934.The geoid height was determined by GEOID03.
 FY2934
 FY2934;                    North         East     Units Scale Factor Converg.
 FY2934;SPC NC       -   262,610.987   610,452.898   MT  0.99998658   +0 00 19.7
 FY2934;SPC NC       -   861,582.88  2,002,794.22   sFT  0.99998658   +0 00 19.7
 FY2934;UTM  17      - 3,998,823.627   680,850.793   MT  1.00000301   +1 11 05.2
 FY2934
 FY2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2934!SPC NC       -   0.99997824  x   0.99998658  =   0.99996482
 FY2934!UTM  17      -   0.99997824  x   1.00000301  =   0.99998125
 FY2934
 FY2934:                Primary Azimuth Mark                     Grid Az
 FY2934:SPC NC       -  PINES                                    065 14 45.6
 FY2934:UTM  17      -  PINES                                    064 04 00.1
 FY2934
 FY2934|---------------------------------------------------------------------|
 FY2934| PID    Reference Object                     Distance      Geod. Az  |
 FY2934|                                                           dddmmss.s |
 FY2934| FY2951 PINES                               APPROX. 0.6 KM 0651505.3 |
 FY2934| FY2947 HOUSE                               418.185 METERS 2584656.5 |
 FY2934|---------------------------------------------------------------------|
 FY2934
 FY2934                          SUPERSEDED SURVEY CONTROL
 FY2934
 FY2934  NAD 83(1993)-  36 07 02.12014(N)    078 59 25.95183(W) AD(       ) 2
 FY2934  NAD 83(1986)-  36 07 02.12249(N)    078 59 25.95078(W) AD(       ) 2
 FY2934  NAD 27      -  36 07 01.61930(N)    078 59 26.91491(W) AD(       ) 2
 FY2934  NGVD 29 (07/16/92)  169.7    (m)          557.     (f) H LEVEL     3  
 FY2934
 FY2934.Superseded values are not recommended for survey control.
 FY2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2934.See file dsdata.txt to determine how the superseded data were derived.
 FY2934
 FY2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8085198824(NAD 83)
 FY2934_MARKER: DE = TRAVERSE STATION DISK
 FY2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2934_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2934+STABILITY: SURFACE MOTION
 FY2934
 FY2934  HISTORY     - Date     Condition        Report By
 FY2934  HISTORY     - 1963     MONUMENTED       NCGS
 FY2934  HISTORY     - 1981     GOOD             NCGS
 FY2934  HISTORY     - 1985     GOOD             USPSQD
 FY2934  HISTORY     - 1986     GOOD             USPSQD
 FY2934
 FY2934                          STATION DESCRIPTION
 FY2934
 FY2934'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY2934'ARBOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2934'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY2934'
 FY2934'ARBOR IS 6.7 MILES NE OF HILLSBORO, LOCATED 0.6 MILES NE OF
 FY2934'ST. MARYS CHURCH ON SR 1548.  0.7 MILES SW OF SR 1573.  ON CREST
 FY2934'OF HILL.  ON LOCHILL FARM.  SW OF SR 1002.  N OF GRAPE ARBOR.
 FY2934'
 FY2934'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2934'ARBOR 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2934'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FY2934'
 FY2934'MARK IS
 FY2934'
 FY2934'59.0 FT SE OF C/L OF SR 1002
 FY2934'
 FY2934'14.0 FT N OF C/L OF LANE OF LOCHILL FARM
 FY2934'
 FY2934'7.6 FT SE OF 3 LEAD NAILS IN FENCE POST
 FY2934'
 FY2934'9.4 FT SW OF 3 LEAD NAILS IN FENCE POST
 FY2934'
 FY2934'139.4 FT ENE OF 3 LEAD NAILS IN 24 INCH CEDAR
 FY2934'
 FY2934'105.3 FT SE OF 3 LEAD NAILS IN PP
 FY2934'
 FY2934'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY2934
 FY2934                          STATION RECOVERY (1981)
 FY2934
 FY2934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY2934'THE STATION WAS RECOVERED AT THIS DATE.
 FY2934'STATION IS IN GOOD CONDITION, A COMPLETE NEW DESCRIPTION FOLLOWS.
 FY2934'
 FY2934'STATION IS LOCATED ABOUT 6.7 MILES NORTHEAST OF HILLSBOROUGH AND
 FY2934'7.1 MILES SOUTHWEST OF BAHAMA.
 FY2934'
 FY2934'ALONG SR 1002, 5.7 MILES NORTHEAST FROM THE US 70 BYPASS
 FY2934'INTERSECTION (IN HILLSBOROUGH), OR 0.6 MILES EAST-NORTHEAST OF
 FY2934'INTERSECTION WITH SR 1548-SR 1567 (AT ST MARYS CHURCH), ON
 FY2934'SOUTHEAST SIDE UNDER SMALL EVERGREEN SHRUB.
 FY2934'
 FY2934'STATION IS A STANDARD NCGS DISK
 FY2934'STAMPED---ARBOR 1963---,
 FY2934'SET INTO THE TOP OF ROUND CONCRETE MONUMENT
 FY2934'25 CM IN DIAMETER RECESSED 15
 FY2934'CM BELOW GROUND.  LOCATED
 FY2934'18.0 METERS (59.0 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY,
 FY2934'4.3 METERS (14.0 FT) NORTH OF CENTER OF FARM LANE,
 FY2934'20.3 METERS (66.6 FT) SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF
 FY2934'HIGHWAY AND LANE,
 FY2934'1.4 METERS (4.6 FT) WEST OF WOODS FENCE,
 FY2934'7.9 METERS (25.8 FT) NORTHEAST OF WEST GATE POST AND
 FY2934'13.1 METERS (42.9 FT) EAST OF FENCE CORNER.
 FY2934'
 FY2934'STATION IS NO LONGER VISIBLE FROM NCGS STATIONS-HOUSE AND PINES.
 FY2934
 FY2934                          STATION RECOVERY (1985)
 FY2934
 FY2934'RECOVERY NOTE BY US POWER SQUADRON 1985 (JG)
 FY2934'RECOVERED IN GOOD CONDITION.
 FY2934
 FY2934                          STATION RECOVERY (1986)
 FY2934
 FY2934'RECOVERY NOTE BY US POWER SQUADRON 1986 (WKB)
 FY2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2635 ***********************************************************************
 FZ2635  DESIGNATION -  ARBOR
 FZ2635  PID         -  FZ2635
 FZ2635  STATE/COUNTY-  NC/WILKES
 FZ2635  USGS QUAD   -  ROARING RIVER (1966)
 FZ2635
 FZ2635                         *CURRENT SURVEY CONTROL
 FZ2635  ___________________________________________________________________
 FZ2635* NAD 83(2001)-  36 08 38.13171(N)    081 03 41.58118(W)     ADJUSTED  
 FZ2635* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 FZ2635  ___________________________________________________________________
 FZ2635  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 FZ2635  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 FZ2635  HORZ ORDER  -  SECOND
 FZ2635
 FZ2635.The horizontal coordinates were established by classical geodetic methods
 FZ2635.and adjusted by the National Geodetic Survey in August 2005.
 FZ2635
 FZ2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2635
 FZ2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2635
 FZ2635.The geoid height was determined by GEOID03.
 FZ2635
 FZ2635;                    North         East     Units Scale Factor Converg.
 FZ2635;SPC NC       -   267,496.802   424,077.072   MT  0.99999373   -1 11 23.5
 FZ2635;SPC NC       -   877,612.42  1,391,326.19   sFT  0.99999373   -1 11 23.5
 FZ2635;UTM  17      - 3,999,913.838   494,462.712   MT  0.99960038   -0 02 10.7
 FZ2635
 FZ2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2635!SPC NC       -   0.99994656  x   0.99999373  =   0.99994029
 FZ2635!UTM  17      -   0.99994656  x   0.99960038  =   0.99954696
 FZ2635
 FZ2635                          SUPERSEDED SURVEY CONTROL
 FZ2635
 FZ2635  NAD 83(1995)-  36 08 38.13545(N)    081 03 41.58528(W) AD(       ) 2
 FZ2635  NAD 83(1993)-  36 08 38.13802(N)    081 03 41.58762(W) AD(       ) 2
 FZ2635  NAD 83(1986)-  36 08 38.13377(N)    081 03 41.58817(W) AD(       ) 2
 FZ2635  NGVD 29 (06/26/91)  373.8    (m)         1226.     (f) VERT ANG    3  
 FZ2635
 FZ2635.Superseded values are not recommended for survey control.
 FZ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2635.See file dsdata.txt to determine how the superseded data were derived.
 FZ2635
 FZ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9446399914(NAD 83)
 FZ2635_MARKER: DE = TRAVERSE STATION DISK
 FZ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2635_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2635+STABILITY: SURFACE MOTION
 FZ2635
 FZ2635  HISTORY     - Date     Condition        Report By
 FZ2635  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2635
 FZ2635                          STATION DESCRIPTION
 FZ2635
 FZ2635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2635'THE STATION IS LOCATED ABOUT 4.8 MI EAST-SOUTHEAST OF NORTH
 FZ2635'WILKESBORO AND 5.2 MILES SOUTHWEST OF ROARING RIVER.
 FZ2635'
 FZ2635'TO REACH THE STATION FROM THE US 421 UNDERPASS OF NC 115 SOUTHEAST
 FZ2635'OF NORTH WILKESBORO, PROCEED EAST ALONG US 421 FOR 2.35 MI TO THE
 FZ2635'STATION ON THE LEFT, 0.55 MI EAST OF THE SR 2340 BRIDGE ON A CUT
 FZ2635'20 FT ABOVE THE HIGHWAY AND ABOUT 75 FT EAST OF THE CREST OF THE
 FZ2635'CUT.
 FZ2635'
 FZ2635'THE STATION IS A STANDARD NCGS DISK
 FZ2635'STAMPED---ARBOR 1980---,
 FZ2635'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2635'12 INCHES IN DIAMETER PROJECTING 8 INCHES ABOVE GROUND.  LOCATED
 FZ2635'72.5 SLOPE FEET NORTH OF THE CENTERLINE OF US 421,
 FZ2635'29.7 FEET SOUTH OF A RIGHT-OF-WAY FENCE--AND
 FZ2635'31.5 FEET SOUTH-SOUTHWEST OF A 16 INCH OAK, AND
 FZ2635'33.0 FEET SOUTHEAST OF A 14 INCH OAK--BOTH WITH REFERENCE TAGS.
 FZ2635'
 FZ2635'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2037 ***********************************************************************
 AB2037  DESIGNATION -  ARBOR
 AB2037  PID         -  AB2037
 AB2037  STATE/COUNTY-  NC/CHATHAM
 AB2037  USGS QUAD   -  FARRINGTON (1993)
 AB2037
 AB2037                         *CURRENT SURVEY CONTROL
 AB2037  ___________________________________________________________________
 AB2037* NAD 83(2007)-  35 51 25.99985(N)    079 05 02.02791(W)     ADJUSTED  
 AB2037* NAVD 88     -       173.8    (meters)     570.     (feet)  GPS OBS   
 AB2037  ___________________________________________________________________
 AB2037  EPOCH DATE  -        2002.00
 AB2037  X           -     980,074.826 (meters)                     COMP
 AB2037  Y           -  -5,081,764.084 (meters)                     COMP
 AB2037  Z           -   3,715,447.051 (meters)                     COMP
 AB2037  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 AB2037  ELLIP HEIGHT-         142.804 (meters)          (02/10/07) ADJUSTED
 AB2037  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AB2037
 AB2037  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2037  Type    PID    Designation                      North   East  Ellip
 AB2037  -------------------------------------------------------------------
 AB2037  NETWORK AB2037 ARBOR                             1.94   1.16   2.18
 AB2037  -------------------------------------------------------------------
 AB2037
 AB2037.The horizontal coordinates were established by GPS observations
 AB2037.and adjusted by the National Geodetic Survey in February 2007.
 AB2037
 AB2037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2037.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2037.The horizontal coordinates are valid at the epoch date displayed above.
 AB2037.The epoch date for horizontal control is a decimal equivalence
 AB2037.of Year/Month/Day.
 AB2037
 AB2037.The orthometric height was determined by GPS observations and a
 AB2037.high-resolution geoid model.
 AB2037
 AB2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2037
 AB2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2037
 AB2037.The ellipsoidal height was determined by GPS observations
 AB2037.and is referenced to NAD 83.
 AB2037
 AB2037.The geoid height was determined by GEOID03.
 AB2037
 AB2037;                    North         East     Units Scale Factor Converg.
 AB2037;SPC NC       -   233,762.531   602,023.722   MT  0.99992831   -0 02 54.3
 AB2037;SPC NC       -   766,935.90  1,975,139.49   sFT  0.99992831   -0 02 54.3
 AB2037;UTM  17      - 3,969,807.493   673,014.800   MT  0.99996887   +1 07 21.6
 AB2037
 AB2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2037!SPC NC       -   0.99997759  x   0.99992831  =   0.99990590
 AB2037!UTM  17      -   0.99997759  x   0.99996887  =   0.99994646
 AB2037
 AB2037|---------------------------------------------------------------------|
 AB2037| PID    Reference Object                     Distance      Geod. Az  |
 AB2037|                                                           dddmmss.s |
 AB2037| AB2036 TOWN                                365.449 METERS 02526     |
 AB2037|---------------------------------------------------------------------|
 AB2037
 AB2037                          SUPERSEDED SURVEY CONTROL
 AB2037
 AB2037  NAD 83(2001)-  35 51 25.99994(N)    079 05 02.02715(W) AD(       ) 1
 AB2037  ELLIP H (03/13/03)  142.791  (m)                       GP(       ) 4 2
 AB2037  NAD 83(1986)-  35 51 26.00436(N)    079 05 02.03691(W) AD(       ) 1
 AB2037  NGVD 29 (03/25/96)  174.1    (m)          571.     (f) GPS OBS     3  
 AB2037
 AB2037.Superseded values are not recommended for survey control.
 AB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2037.See file dsdata.txt to determine how the superseded data were derived.
 AB2037
 AB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7301569807(NAD 83)
 AB2037_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2037_SETTING: 66 = SET IN ROCK OUTCROP
 AB2037_STAMPING: ARBOR 1992
 AB2037_MARK LOGO: NCGS  
 AB2037_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB2037+STABILITY: POSITION/ELEVATION WELL
 AB2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2037+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2037
 AB2037  HISTORY     - Date     Condition        Report By
 AB2037  HISTORY     - 1992     MONUMENTED       NCGS
 AB2037  HISTORY     - 20061216 MARK NOT FOUND   GEOCAC
 AB2037
 AB2037                          STATION DESCRIPTION
 AB2037
 AB2037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2037'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF CHAPEL
 AB2037'HILL AND 10.9 MI (17.5 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2037' 
 AB2037'ALONG US 15 AND 501 FOR 3.2 MI (5.1 KM) SOUTH FROM THE NC 54 OVERPASS,
 AB2037'OR 0.3 MI (0.5 KM) SOUTH OF ORANGE/CHATHAM COUNTY LINE, AT A PAVED
 AB2037'ENTRANCE TO ARBOR LEA SUBDIVISION, IN THE EAST QUADRANT OF THE
 AB2037'T-INTERSECTION.
 AB2037' 
 AB2037'MARK IS LEVEL WITH HIGHWAY.  LOCATED 36.7 FT (11.2 M) SOUTHEAST OF THE
 AB2037'CENTERLINE OF THE HIGHWAY, 55.0 FT (16.8 M) NORTHEAST OF THE
 AB2037'CENTERLINE OF A PAVED DRIVEWAY ENTRANCE, 87.8 FT (26.8 M) SOUTHWEST OF
 AB2037'THE SOUTHWEST CORNER OF AN ABANDONED HOUSE, 46.2 FT (14.1 M)
 AB2037'SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL--AND 73.4 FT (22.4 M)
 AB2037'EAST-SOUTHEAST OF A TELEPHONE POLE, 19.7 FT (6.0 M) NORTH-NORTHWEST OF
 AB2037'14-INCH PINE--BOTH WITH REFERENCE TAGS.
 AB2037
 AB2037                          STATION RECOVERY (2006)
 AB2037
 AB2037'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AB2037'VISITED SITE. STATION APPEARS TO HAVE BEEN LOST WHEN ROAD WAS WIDENED.
 AB2037' 
 AB2037' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5362 ***********************************************************************
 EZ5362  DESIGNATION -  ARBOR INN
 EZ5362  PID         -  EZ5362
 EZ5362  STATE/COUNTY-  NC/WAKE
 EZ5362  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5362
 EZ5362                         *CURRENT SURVEY CONTROL
 EZ5362  ___________________________________________________________________
 EZ5362* NAD 83(2001)-  35 54 45.53477(N)    078 46 55.75970(W)     ADJUSTED  
 EZ5362* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 EZ5362  ___________________________________________________________________
 EZ5362  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 EZ5362  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 EZ5362  HORZ ORDER  -  SECOND
 EZ5362
 EZ5362.The horizontal coordinates were established by classical geodetic methods
 EZ5362.and adjusted by the National Geodetic Survey in August 2005.
 EZ5362
 EZ5362.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5362
 EZ5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5362
 EZ5362.The geoid height was determined by GEOID03.
 EZ5362
 EZ5362;                    North         East     Units Scale Factor Converg.
 EZ5362;SPC NC       -   239,930.430   629,263.309   MT  0.99993900   +0 07 32.6
 EZ5362;SPC NC       -   787,171.75  2,064,508.04   sFT  0.99993900   +0 07 32.6
 EZ5362;UTM  17      - 3,976,532.514   700,124.984   MT  1.00009352   +1 18 04.7
 EZ5362
 EZ5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5362!SPC NC       -   0.99998514  x   0.99993900  =   0.99992414
 EZ5362!UTM  17      -   0.99998514  x   1.00009352  =   1.00007866
 EZ5362
 EZ5362                          SUPERSEDED SURVEY CONTROL
 EZ5362
 EZ5362  NAD 83(1986)-  35 54 45.54084(N)    078 46 55.76776(W) AD(       ) 2
 EZ5362  NAD 27      -  35 54 45.01762(N)    078 46 56.74522(W) AD(       ) 2
 EZ5362  NGVD 29 (07/19/86)  126.9    (m)          416.     (f) VERT ANG    3  
 EZ5362
 EZ5362.Superseded values are not recommended for survey control.
 EZ5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5362.See file dsdata.txt to determine how the superseded data were derived.
 EZ5362
 EZ5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0012576533(NAD 83)
 EZ5362_MARKER: DE = TRAVERSE STATION DISK
 EZ5362_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5362_STAMPING: ARBOR INN 1961
 EZ5362_MARK LOGO: NCGS  
 EZ5362_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5362
 EZ5362  HISTORY     - Date     Condition        Report By
 EZ5362  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5362  HISTORY     - 1982     POOR             LOCSUR
 EZ5362  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ5362
 EZ5362                          STATION DESCRIPTION
 EZ5362
 EZ5362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5362'ARBOR INN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5362'THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5362'
 EZ5362'ARBOR INN IS LOCATED APPROXIMATELY 2.6 MILES NNE OF
 EZ5362'RALEIGH-DURHAM AIRPORT AND 3.2 MILES NW OF LEESVILLE, N.C.  TO
 EZ5362'REACH STATION PROCEED FROM THE INTERSECTION OF RALEIGH-DURHAM
 EZ5362'AIRPORT RD. (SR 1002) AND U.S. 70 WEST ON U.S. 70 FOR 1.25
 EZ5362'MILES TO STATION.  THE STATION IS LOCATED ON THE NORTHWEST
 EZ5362'END OF MEDIAN.  SOUTHEAST OF CROSSOVER.  NORTHEAST OF YOUNG
 EZ5362'PINE GROVER.  EAST OF INTERSECTION OF SOIL ROAD ON SOUTHWEST
 EZ5362'SIDE OF E BOUND LANE OF U.S. 70 AND IN FRONT OF THE CHUG-A-LUG
 EZ5362'INN.
 EZ5362'
 EZ5362'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE
 EZ5362'DISK, STAMPED ARBOR INN 1961, SET 1 INCH BELOW THE SURFACE OF
 EZ5362'THE GROUND.
 EZ5362'
 EZ5362'MARK IS
 EZ5362'
 EZ5362'31.3 FT SW OF C/L OF W BOUND LANE OF U.S. 70
 EZ5362'
 EZ5362'20.5 FT NE OF C/L OF E BOUND LANE OF U.S. 70
 EZ5362'
 EZ5362'99.7 FT ENE OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ5362'
 EZ5362'13.2 FT SSE OF REFLECTOR SIGN ON SE SIDE OF CROSSOVER
 EZ5362'
 EZ5362'55.6 FT SE OF REFLECTOR SIGN ON NW SIDE OF CROSSOVER
 EZ5362
 EZ5362                          STATION RECOVERY (1982)
 EZ5362
 EZ5362'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BRS)
 EZ5362'THE DISK AND STEM ARE GONE, CONCERETE MONUMENT IS STILL IN AND GOOD.
 EZ5362
 EZ5362                          STATION RECOVERY (1986)
 EZ5362
 EZ5362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5362'STATION IS DESTROYED.  DISK HAS BEEN KNOCKED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI7070 ***********************************************************************
 AI7070  DESIGNATION -  ARBORETUM
 AI7070  PID         -  AI7070
 AI7070  STATE/COUNTY-  NC/BUNCOMBE
 AI7070  USGS QUAD   -  SKYLAND (1991)
 AI7070
 AI7070                         *CURRENT SURVEY CONTROL
 AI7070  ___________________________________________________________________
 AI7070* NAD 83(2007)-  35 29 47.79995(N)    082 36 34.34035(W)     ADJUSTED  
 AI7070* NAVD 88     -       675.538  (meters)    2216.33   (feet)  ADJUSTED  
 AI7070  ___________________________________________________________________
 AI7070  EPOCH DATE  -        2002.00
 AI7070  X           -     668,769.933 (meters)                     COMP
 AI7070  Y           -  -5,155,963.908 (meters)                     COMP
 AI7070  Z           -   3,683,236.923 (meters)                     COMP
 AI7070  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 AI7070  ELLIP HEIGHT-         645.921 (meters)          (02/10/07) ADJUSTED
 AI7070  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AI7070  DYNAMIC HT  -         674.848 (meters)    2214.06  (feet)  COMP
 AI7070
 AI7070  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7070  Type    PID    Designation                      North   East  Ellip
 AI7070  -------------------------------------------------------------------
 AI7070  NETWORK AI7070 ARBORETUM                         0.59   0.47   1.22
 AI7070  -------------------------------------------------------------------
 AI7070  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 AI7070
 AI7070  VERT ORDER  -  SECOND    CLASS II
 AI7070
 AI7070.The horizontal coordinates were established by GPS observations
 AI7070.and adjusted by the National Geodetic Survey in February 2007.
 AI7070
 AI7070.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7070.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7070.The horizontal coordinates are valid at the epoch date displayed above.
 AI7070.The epoch date for horizontal control is a decimal equivalence
 AI7070.of Year/Month/Day.
 AI7070
 AI7070.The orthometric height was determined by differential leveling
 AI7070.and adjusted in November 2000.
 AI7070
 AI7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7070
 AI7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7070
 AI7070.The ellipsoidal height was determined by GPS observations
 AI7070.and is referenced to NAD 83.
 AI7070
 AI7070.The geoid height was determined by GEOID03.
 AI7070
 AI7070.The dynamic height is computed by dividing the NAVD 88
 AI7070.geopotential number by the normal gravity value computed on the
 AI7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7070.degrees latitude (g = 980.6199 gals.).
 AI7070
 AI7070.The modeled gravity was interpolated from observed gravity values.
 AI7070
 AI7070;                    North         East     Units Scale Factor Converg.
 AI7070;SPC NC       -   199,705.179   282,207.089   MT  0.99988169   -2 04 59.9
 AI7070;SPC NC       -   655,199.41    925,874.42   sFT  0.99988169   -2 04 59.9
 AI7070;UTM  17      - 3,929,308.431   354,013.481   MT  0.99986264   -0 56 05.1
 AI7070
 AI7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7070!SPC NC       -   0.99989863  x   0.99988169  =   0.99978033
 AI7070!UTM  17      -   0.99989863  x   0.99986264  =   0.99976128
 AI7070
 AI7070:                Primary Azimuth Mark                     Grid Az
 AI7070:SPC NC       -  SF KNOLL                                 228 07 17.4
 AI7070:UTM  17      -  SF KNOLL                                 226 58 22.6
 AI7070
 AI7070|---------------------------------------------------------------------|
 AI7070| PID    Reference Object                     Distance      Geod. Az  |
 AI7070|                                                           dddmmss.s |
 AI7070| AI7069 SF KNOLL                            489.757 METERS 2260217.5 |
 AI7070|---------------------------------------------------------------------|
 AI7070
 AI7070                          SUPERSEDED SURVEY CONTROL
 AI7070
 AI7070  NAD 83(2001)-  35 29 47.80008(N)    082 36 34.34038(W) AD(       ) 1
 AI7070  ELLIP H (03/13/03)  645.925  (m)                       GP(       ) 4 2
 AI7070  NAD 83(1986)-  35 29 47.80687(N)    082 36 34.34011(W) AD(       ) 1
 AI7070  NAVD 88 (08/10/00)  675.53   (m)         2216.3    (f) LEVELING    3  
 AI7070
 AI7070.Superseded values are not recommended for survey control.
 AI7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7070.See file dsdata.txt to determine how the superseded data were derived.
 AI7070
 AI7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5401329308(NAD 83)
 AI7070_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7070_STAMPING: ARBORETUM 1994
 AI7070_MARK LOGO: NCGS  
 AI7070_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7070+STABILITY: SURFACE MOTION
 AI7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7070+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 AI7070
 AI7070  HISTORY     - Date     Condition        Report By
 AI7070  HISTORY     - 1994     MONUMENTED       NCGS
 AI7070  HISTORY     - 19940811 GOOD             NCGS
 AI7070
 AI7070                          STATION DESCRIPTION
 AI7070
 AI7070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI7070'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF ASHEVILLE
 AI7070'IN THE BENT CREEK COMMUNITY AT THE NORTH CAROLINA ARBORETUM VISITOR
 AI7070'CENTER.
 AI7070'MARK IS ABOUT LEVEL WITH DRIVE AND FLUSH WITH GROUND.  LOCATED 122.5
 AI7070'FT (37.3 M) NORTHWEST OF THE CENTERLINE OF VISITOR CENTER ENTRANCE,
 AI7070'65.0 FT (19.8 M) NORTH-NORTHWEST OF NORTHWEST CORNER VISITOR CENTER
 AI7070'PORCH, 11.2 FT (3.4 M) SOUTH OF NORTH END OF STONE WALL, 4.0 FT (1.2
 AI7070'M) EAST-SOUTHEAST OF WALL AND 79.2 FT (24.1 M) SOUTH-SOUTHWEST OF
 AI7070'LIGHT POLE.  NOTE-NEW SIDEWALK CONSTRUCTION IS UNDER WAY NEAR MARK.
 AI7070'ELK MOUNTAIN GTE MOBILE NETWORK TOWER IS VISIBLE FROM THE STATION AND
 AI7070'THE GRID AZIMUTH IS --29-41-13.09--
 AI7070
 AI7070                          STATION RECOVERY (1994)
 AI7070
 AI7070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI7070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3796 ***********************************************************************
 FB3796  DESIGNATION -  ARBUCKLE
 FB3796  PID         -  FB3796
 FB3796  STATE/COUNTY-  NC/YANCEY
 FB3796  USGS QUAD   -  MICAVILLE (1978)
 FB3796
 FB3796                         *CURRENT SURVEY CONTROL
 FB3796  ___________________________________________________________________
 FB3796* NAD 83(2001)-  35 54 06.68555(N)    082 09 33.54762(W)     ADJUSTED  
 FB3796* NAVD 88     -       834.1    (meters)    2737.     (feet)  VERTCON   
 FB3796  ___________________________________________________________________
 FB3796  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 FB3796  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB3796  HORZ ORDER  -  SECOND
 FB3796
 FB3796.The horizontal coordinates were established by classical geodetic methods
 FB3796.and adjusted by the National Geodetic Survey in August 2005.
 FB3796
 FB3796.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3796
 FB3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3796
 FB3796.The geoid height was determined by GEOID03.
 FB3796
 FB3796;                    North         East     Units Scale Factor Converg.
 FB3796;SPC NC       -   243,249.316   324,459.011   MT  0.99993684   -1 49 24.5
 FB3796;SPC NC       -   798,060.46  1,064,495.94   sFT  0.99993684   -1 49 24.5
 FB3796;UTM  17      - 3,973,683.765   395,381.795   MT  0.99973486   -0 40 47.6
 FB3796
 FB3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3796!SPC NC       -   0.99987390  x   0.99993684  =   0.99981074
 FB3796!UTM  17      -   0.99987390  x   0.99973486  =   0.99960879
 FB3796
 FB3796                          SUPERSEDED SURVEY CONTROL
 FB3796
 FB3796  NAD 83(1995)-  35 54 06.68600(N)    082 09 33.54663(W) AD(       ) 2
 FB3796  NAD 83(1986)-  35 54 06.69678(N)    082 09 33.55256(W) AD(       ) 2
 FB3796  NGVD 29 (02/22/93)  834.2    (m)         2737.     (f) VERT ANG    3  
 FB3796
 FB3796.Superseded values are not recommended for survey control.
 FB3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3796.See file dsdata.txt to determine how the superseded data were derived.
 FB3796
 FB3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9538273684(NAD 83)
 FB3796_MARKER: DE = TRAVERSE STATION DISK
 FB3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3796_SP_SET: CONCRETE POST
 FB3796_STAMPING: ARBUCKLE 1981
 FB3796_MARK LOGO: NCGS  
 FB3796_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FB3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3796+STABILITY: SURFACE MOTION
 FB3796
 FB3796  HISTORY     - Date     Condition        Report By
 FB3796  HISTORY     - 1981     MONUMENTED       NCGS
 FB3796
 FB3796                          STATION DESCRIPTION
 FB3796
 FB3796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3796'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) WEST OF SPRUCE PINE AND
 FB3796'12.9 KM (8.0 MI) EAST OF BURNSVILLE.
 FB3796'TO REACH THE STATION FROM THE INTERSECTION OF US 19 EAST AND NC 80
 FB3796'SOUTH (AT MICAVILLE), PROCEED EAST ALONG US 19 EAST FOR 5.2 KM
 FB3796'(3.25 MI) TO THE STATION ON THE RIGHT ON TOP OF A CUT IN AN AREA
 FB3796'BETWEEN A DRIVEWAY AND THE EDGE OF THE CUT, OR 0.16 KM (0.10 MI) WEST
 FB3796'OF SR 1300.
 FB3796'THE STATION IS A STANDARD NCGS DISK STAMPED---ARBUCKLE 1981---, SET
 FB3796'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3796'GROUND.  LOCATED 19.9 METERS (65.3 FT) SOUTH OF THE CENTERLINE OF US
 FB3796'19 EAST, 6.2 METERS (20.4 FT) NORTHEAST OF THE CENTERLINE OF A DRIVE,
 FB3796'30.0 METERS (98.6 FT) NORTH-NORTHEAST OF THE CORNER OF A BRICK HOUSE,
 FB3796'10.5 METERS (34.5 FT) EAST-NORTHEAST OF A 22-INCH CHERRY, 6.5 METERS
 FB3796'(21.2 FT) WEST OF A CORNER FENCE POST, AND 60.0 METERS (196.7 FT) EAST
 FB3796'OF A TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4746 ***********************************************************************
 DH4746  DESIGNATION -  ARCADIA
 DH4746  PID         -  DH4746
 DH4746  STATE/COUNTY-  NC/COLUMBUS
 DH4746  USGS QUAD   -  FREEMAN (1986)
 DH4746
 DH4746                         *CURRENT SURVEY CONTROL
 DH4746  ___________________________________________________________________
 DH4746* NAD 83(2007)-  34 22 05.59083(N)    078 20 45.01546(W)     ADJUSTED  
 DH4746* NAVD 88     -        19.6    (meters)      64.     (feet)  GPS OBS   
 DH4746  ___________________________________________________________________
 DH4746  EPOCH DATE  -        2002.00
 DH4746  X           -   1,064,620.077 (meters)                     COMP
 DH4746  Y           -  -5,161,647.780 (meters)                     COMP
 DH4746  Z           -   3,580,226.064 (meters)                     COMP
 DH4746  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DH4746  ELLIP HEIGHT-         -15.835 (meters)          (02/10/07) ADJUSTED
 DH4746  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DH4746
 DH4746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4746  Type    PID    Designation                      North   East  Ellip
 DH4746  -------------------------------------------------------------------
 DH4746  NETWORK DH4746 ARCADIA                           0.74   0.98   3.27
 DH4746  -------------------------------------------------------------------
 DH4746
 DH4746.The horizontal coordinates were established by GPS observations
 DH4746.and adjusted by the National Geodetic Survey in February 2007.
 DH4746
 DH4746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4746.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4746.The horizontal coordinates are valid at the epoch date displayed above.
 DH4746.The epoch date for horizontal control is a decimal equivalence
 DH4746.of Year/Month/Day.
 DH4746
 DH4746.The orthometric height was determined by GPS observations and a
 DH4746.high-resolution geoid model.
 DH4746
 DH4746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4746
 DH4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4746
 DH4746.The ellipsoidal height was determined by GPS observations
 DH4746.and is referenced to NAD 83.
 DH4746
 DH4746.The geoid height was determined by GEOID03.
 DH4746
 DH4746;                    North         East     Units Scale Factor Converg.
 DH4746;SPC NC       -    68,779.629   669,772.851   MT  0.99999052   +0 22 39.2
 DH4746;SPC NC       -   225,654.50  2,197,413.10   sFT  0.99999052   +0 22 39.2
 DH4746;UTM  17      - 3,806,177.349   744,075.397   MT  1.00033437   +1 29 56.5
 DH4746
 DH4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4746!SPC NC       -   1.00000249  x   0.99999052  =   0.99999301
 DH4746!UTM  17      -   1.00000249  x   1.00033437  =   1.00033686
 DH4746
 DH4746                          SUPERSEDED SURVEY CONTROL
 DH4746
 DH4746  NAD 83(1986)-  34 22 05.59876(N)    078 20 45.02682(W) AD(       ) 1
 DH4746  NAD 83(2001)-  34 22 05.59100(N)    078 20 45.01509(W) AD(       ) 1
 DH4746  ELLIP H (05/12/05)  -15.842  (m)                       GP(       ) 4 1
 DH4746
 DH4746.Superseded values are not recommended for survey control.
 DH4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4746.See file dsdata.txt to determine how the superseded data were derived.
 DH4746
 DH4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4407506177(NAD 83)
 DH4746_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4746_STAMPING: ARCADIA 1989
 DH4746_MARK LOGO: NCGS  
 DH4746_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4746+STABILITY: SURFACE MOTION
 DH4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4746+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4746
 DH4746  HISTORY     - Date     Condition        Report By
 DH4746  HISTORY     - 1989     MONUMENTED       NCGS
 DH4746
 DH4746                          STATION DESCRIPTION
 DH4746
 DH4746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4746'STATION IS LOCATED APPROXIMATELY 5.1 MI (8.2 KM) NORTHEAST OF BOLTON,
 DH4746'IN THE SMALL COMMUNITY OF ARCADIA. PROCEED ALONG NC 11 FOR 2.2 MI (3.5
 DH4746'KM) NORTH FROM US 74-76, THENCE NORTHWEST ALONG SR 1740 FOR 4.3 MI
 DH4746'(6.9 KM) TO SR 1807, OR 0.1 MI (0.2 KM) SOUTHWEST OF THE
 DH4746'COLUMBUS-BLADEN COUNTY LINE, ON SOUTH SIDE OF INTERSECTION. MARK IS
 DH4746'ABOUT LEVEL WITH ROAD AND IS RECESSED 2-INCHES BELOW GROUND. LOCATED
 DH4746'19.2 FT (5.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION,
 DH4746'148.3 FT (45.2 M) WEST OF A PEDESTAL,---59.8 FTEAST OF A POWER POLE
 DH4746'AND 8.8 FT (2.7 M) NORTHEAST OF A SIGN POST---BOTH WITH REFERENCE
 DH4746'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4784 ***********************************************************************
 DH4784  DESIGNATION -  ARCADIA AZ MK
 DH4784  PID         -  DH4784
 DH4784  STATE/COUNTY-  NC/BLADEN
 DH4784  USGS QUAD   -  FREEMAN (1986)
 DH4784
 DH4784                         *CURRENT SURVEY CONTROL
 DH4784  ___________________________________________________________________
 DH4784* NAD 83(1986)-  34 22 25.19879(N)    078 20 19.93750(W)     ADJUSTED  
 DH4784* NAVD 88     -        20.3    (meters)      67.     (feet)  VERT ANG  
 DH4784  ___________________________________________________________________
 DH4784  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DH4784  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 DH4784  HORZ ORDER  -  SECOND
 DH4784
 DH4784.The horizontal coordinates were established by classical geodetic methods
 DH4784.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2005.
 DH4784
 DH4784.The orthometric height was determined by vertical angle observations.
 DH4784
 DH4784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4784
 DH4784.The geoid height was determined by GEOID03.
 DH4784
 DH4784;                    North         East     Units Scale Factor Converg.
 DH4784;SPC NC       -    69,388.047   670,409.578   MT  0.99998907   +0 22 53.7
 DH4784;SPC NC       -   227,650.62  2,199,502.09   sFT  0.99998907   +0 22 53.7
 DH4784;UTM  17      - 3,806,798.329   744,700.310   MT  1.00033814   +1 30 11.5
 DH4784
 DH4784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4784!SPC NC       -   1.00000238  x   0.99998907  =   0.99999145
 DH4784!UTM  17      -   1.00000238  x   1.00033814  =   1.00034052
 DH4784
 DH4784                          SUPERSEDED SURVEY CONTROL
 DH4784
 DH4784.No superseded survey control is available for this station.
 DH4784
 DH4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4470006798(NAD 83)
 DH4784_MARKER: DZ = AZIMUTH MARK DISK
 DH4784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4784_STAMPING: ARCADIA 1989
 DH4784_MARK LOGO: NCGS  
 DH4784_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4784+STABILITY: SURFACE MOTION
 DH4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4784+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4784
 DH4784  HISTORY     - Date     Condition        Report By
 DH4784  HISTORY     - 1989     MONUMENTED       NCGS
 DH4784
 DH4784                          STATION DESCRIPTION
 DH4784
 DH4784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4784'STATION IS LOCATED APPROXIMATELY 5.10 MI (8.21 KM) NORTHEAST OF ACME,
 DH4784'IN THE SMALL COMMUNITY OF ARCADIA. PROCEED ALONG NC 11 FOR 2.2 MI (3.5
 DH4784'KM) NORTH FROM US 74-76, THENCE NORTHWEST ALONG SR 1740 FOR 4.3 MI
 DH4784'(6.9 KM) , THENCE NORTHEAST ALONG SR 1807 FOR 0.6 MI (1.0 KM) , OR 0.5
 DH4784'MI (0.8 KM) NORTHEAST OF THE COLUMBUS-BLADEN COUNTY LINE, TO A
 DH4784'RAILROAD CROSSING, IN THE NORTHEAST QUADRANT. MARK IS ABOUT LEVEL WITH
 DH4784'ROAD AND IS RECESSED 2-INCHES BELOW GROUND. LOCATED 20.0 FT (6.1 M)
 DH4784'SOUTHEAST OF THE CENTERLINE OF ROAD (SR 1741 IN BLADEN CO), 136.3 FT
 DH4784'(41.5 M) NORTHEAST OF THE INTERSECTION,---210.4 FT SOUTHWEST OF A
 DH4784'48-INCH OAK AND 12.1 FT (3.7 M) NORTHWEST OF A POWERPOLE---BOTH WITH
 DH4784'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2833 ***********************************************************************
 EB2833  DESIGNATION -  ARCH
 EB2833  PID         -  EB2833
 EB2833  STATE/COUNTY-  NC/RICHMOND
 EB2833  USGS QUAD   -  MARSTON (1982)
 EB2833
 EB2833                         *CURRENT SURVEY CONTROL
 EB2833  ___________________________________________________________________
 EB2833* NAD 83(2001)-  34 57 23.75389(N)    079 36 33.85920(W)     ADJUSTED  
 EB2833* NAVD 88     -       121.2    (meters)     398.     (feet)  VERTCON   
 EB2833  ___________________________________________________________________
 EB2833  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 EB2833  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EB2833  HORZ ORDER  -  SECOND
 EB2833
 EB2833.The horizontal coordinates were established by classical geodetic methods
 EB2833.and adjusted by the National Geodetic Survey in August 2005.
 EB2833
 EB2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2833
 EB2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2833
 EB2833.The geoid height was determined by GEOID03.
 EB2833
 EB2833;                    North         East     Units Scale Factor Converg.
 EB2833;SPC NC       -   134,019.031   553,947.071   MT  0.99988578   -0 21 06.2
 EB2833;SPC NC       -   439,694.10  1,817,408.02   sFT  0.99988578   -0 21 06.2
 EB2833;UTM  17      - 3,869,112.885   626,965.348   MT  0.99979868   +0 47 48.7
 EB2833
 EB2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2833!SPC NC       -   0.99998594  x   0.99988578  =   0.99987172
 EB2833!UTM  17      -   0.99998594  x   0.99979868  =   0.99978462
 EB2833
 EB2833:                Primary Azimuth Mark                     Grid Az
 EB2833:SPC NC       -  MOTOR                                    014 42 04.1
 EB2833:UTM  17      -  MOTOR                                    013 33 09.2
 EB2833
 EB2833|---------------------------------------------------------------------|
 EB2833| PID    Reference Object                     Distance      Geod. Az  |
 EB2833|                                                           dddmmss.s |
 EB2833| EB1549 MOTOR                               APPROX. 2.1 KM 0142057.9 |
 EB2833|---------------------------------------------------------------------|
 EB2833
 EB2833                          SUPERSEDED SURVEY CONTROL
 EB2833
 EB2833  NAD 83(1986)-  34 57 23.75785(N)    079 36 33.86615(W) AD(       ) 2
 EB2833  NAD 27      -  34 57 23.20042(N)    079 36 34.67834(W) AD(       ) 2
 EB2833  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG    3  
 EB2833
 EB2833.Superseded values are not recommended for survey control.
 EB2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2833.See file dsdata.txt to determine how the superseded data were derived.
 EB2833
 EB2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2696569113(NAD 83)
 EB2833_MARKER: DE = TRAVERSE STATION DISK
 EB2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2833_STAMPING: ARCH 1972
 EB2833_MARK LOGO: NCGS  
 EB2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2833+STABILITY: SURFACE MOTION
 EB2833
 EB2833  HISTORY     - Date     Condition        Report By
 EB2833  HISTORY     - 1972     MONUMENTED       NCGS
 EB2833  HISTORY     - 1980     SEE DESCRIPTION  NCGS
 EB2833
 EB2833                          STATION DESCRIPTION
 EB2833
 EB2833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EB2833'ARCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2833'COMMUNITY OF COGNAC, NORTH CAROLINA.
 EB2833'
 EB2833'ARCH IS LOCATED IN COGNAC AND 6.9 MILES NORTHEAST OF HAMLET.  TO
 EB2833'REACH STATION FROM THE INTERSECTION OF US 1 AND NC 177 ENE OF
 EB2833'ROCKINGHAM, PROCEED SOUTH ALONG NC 177 FOR 1.6 MILES TO
 EB2833'INTERSECTION WITH SR 1605 IN CROSSROADS COMMUNITY OF COGNAC, AND
 EB2833'STATION APPROXIMATELY 200 FEET NORTHEAST OF INTERSECTION, AND ON THE
 EB2833'SEABOARD COAST LINE RAILROAD RIGHT OF WAY.
 EB2833'
 EB2833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARCH
 EB2833'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2833'FLUSH WITH THE GROUND.
 EB2833'
 EB2833'MARK IS
 EB2833'
 EB2833'106.2 FEET ESE OF C/L OF NC 177.
 EB2833'183.2 FEET NNE OF C/L OF SR 1605.
 EB2833'21.7 FEET WNW OF WESTERNMOST RAIL OF RR.
 EB2833'59.4 FEET W OF TP NO. 12F WITH ALUMINUM REF. TAG.
 EB2833'103.6 FEET S OF TP WITH ALUMINUM REF. TAG.
 EB2833
 EB2833                          STATION RECOVERY (1980)
 EB2833
 EB2833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EB2833'A CONCRETE POST WAS FOUND BROKEN AND BURIED UNDERGROUND.  THE DISK
 EB2833'WAS NOT FOUND AND CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6047 ***********************************************************************
 AJ6047  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6047  DESIGNATION -  ARCH
 AJ6047  PID         -  AJ6047
 AJ6047  STATE/COUNTY-  NC/PITT
 AJ6047  USGS QUAD   -  FARMVILLE (1981)
 AJ6047
 AJ6047                         *CURRENT SURVEY CONTROL
 AJ6047  ___________________________________________________________________
 AJ6047* NAD 83(2007)-  35 33 46.61493(N)    077 33 47.78295(W)     ADJUSTED  
 AJ6047* NAVD 88     -        23.14   (meters)      75.9    (feet)  GPS OBS   
 AJ6047  ___________________________________________________________________
 AJ6047  EPOCH DATE  -        2002.00
 AJ6047  X           -   1,118,660.476 (meters)                     COMP
 AJ6047  Y           -  -5,072,454.002 (meters)                     COMP
 AJ6047  Z           -   3,688,844.406 (meters)                     COMP
 AJ6047  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AJ6047  ELLIP HEIGHT-         -12.488 (meters)          (02/10/07) ADJUSTED
 AJ6047  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AJ6047
 AJ6047  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6047  Type    PID    Designation                      North   East  Ellip
 AJ6047  -------------------------------------------------------------------
 AJ6047  NETWORK AJ6047 ARCH                              0.43   0.37   1.14
 AJ6047  -------------------------------------------------------------------
 AJ6047
 AJ6047.The horizontal coordinates were established by GPS observations
 AJ6047.and adjusted by the National Geodetic Survey in February 2007.
 AJ6047
 AJ6047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6047.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6047.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6047.The epoch date for horizontal control is a decimal equivalence
 AJ6047.of Year/Month/Day.
 AJ6047
 AJ6047.The orthometric height was determined by GPS observations and a
 AJ6047.high-resolution geoid model.
 AJ6047.The orthometric height was determined by GPS observations and a
 AJ6047.high-resolution geoid model using precise GPS observation and
 AJ6047.processing techniques.
 AJ6047
 AJ6047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6047
 AJ6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6047
 AJ6047.The ellipsoidal height was determined by GPS observations
 AJ6047.and is referenced to NAD 83.
 AJ6047
 AJ6047.The geoid height was determined by GEOID03.
 AJ6047
 AJ6047;                    North         East     Units Scale Factor Converg.
 AJ6047;SPC NC       -   202,054.123   739,833.577   MT  0.99988729   +0 49 45.2
 AJ6047;SPC NC       -   662,905.90  2,427,270.66   sFT  0.99988729   +0 49 45.2
 AJ6047;UTM  18      - 3,938,498.341   267,685.052   MT  1.00026513   -1 29 29.3
 AJ6047
 AJ6047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6047!SPC NC       -   1.00000196  x   0.99988729  =   0.99988925
 AJ6047!UTM  18      -   1.00000196  x   1.00026513  =   1.00026709
 AJ6047
 AJ6047                          SUPERSEDED SURVEY CONTROL
 AJ6047
 AJ6047  NAD 83(2001)-  35 33 46.61510(N)    077 33 47.78290(W) AD(       ) 1
 AJ6047  ELLIP H (03/13/03)  -12.466  (m)                       GP(       ) 4 2
 AJ6047  NAD 83(1986)-  35 33 46.62693(N)    077 33 47.79297(W) AD(       ) 1
 AJ6047
 AJ6047.Superseded values are not recommended for survey control.
 AJ6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6047.See file dsdata.txt to determine how the superseded data were derived.
 AJ6047
 AJ6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6768538498(NAD 83)
 AJ6047_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6047_STAMPING: ARCH 2001
 AJ6047_MARK LOGO: NCGS  
 AJ6047_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6047+STABILITY: SURFACE MOTION
 AJ6047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6047+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AJ6047
 AJ6047  HISTORY     - Date     Condition        Report By
 AJ6047  HISTORY     - 2001     MONUMENTED       NCGS
 AJ6047  HISTORY     - 20030409 GOOD             NCGS
 AJ6047  HISTORY     - 20051212 GOOD             USPSQD
 AJ6047
 AJ6047                          STATION DESCRIPTION
 AJ6047
 AJ6047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AJ6047'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF FARMVILLE
 AJ6047'AND 10.6 MI (17.1 KM) WEST-SOUTHWEST OF GREENVILLE.
 AJ6047'ALONG US 264 ALTERNATE FOR 2.05 MI (3.30 KM) EAST FROM THE
 AJ6047'INTERSECTION WITH US 258, SOUTH OF FARMVILLE, TO BRICK HOUSE NUMBER
 AJ6047'7654 ON THE NORTH SIDE OF US 264 ALTERNATE AND ON THE PROLONGATION OF
 AJ6047'THE EASTERN END OF HOUSE.
 AJ6047'MARK IS ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF US 264 ALTERNATE AND
 AJ6047'IS RECESSED 3 INCHES BELOW THE GROUND. LOCATED 23.2 FT (7.1 M)
 AJ6047'SOUTHWEST OF THE CENTERLINE OF US 264 ALTERNATE, 112 FT (34.1 M)
 AJ6047'SOUTHEAST OF THE APPROXIMATE CENTER OF THE PROLONGATION OF THE
 AJ6047'DRIVEWAY LEADING EASTERLY TO BRICK HOUSE AND 117 FT (35.7 M) NORTHWEST
 AJ6047'OF THE APPROXIMATE CENTER OF DRIVEWAY LEADING WESTERLY TO FIELD.
 AJ6047
 AJ6047                          STATION RECOVERY (2003)
 AJ6047
 AJ6047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 AJ6047'RECOVERED AS DESCRIBED.
 AJ6047
 AJ6047                          STATION RECOVERY (2005)
 AJ6047
 AJ6047'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AJ6047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3521 ***********************************************************************
 DK3521  DESIGNATION -  ARCH
 DK3521  PID         -  DK3521
 DK3521  STATE/COUNTY-  NC/DARE
 DK3521  USGS QUAD   -  KITTY HAWK (1982)
 DK3521
 DK3521                         *CURRENT SURVEY CONTROL
 DK3521  ___________________________________________________________________
 DK3521* NAD 83(2007)-  36 03 09.40731(N)    075 41 05.63491(W)     ADJUSTED  
 DK3521* NAVD 88     -         3.55   (meters)      11.6    (feet)  LEVELING  
 DK3521  ___________________________________________________________________
 DK3521  EPOCH DATE  -        2002.00
 DK3521  X           -   1,276,459.906 (meters)                     COMP
 DK3521  Y           -  -5,002,242.841 (meters)                     COMP
 DK3521  Z           -   3,732,892.233 (meters)                     COMP
 DK3521  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DK3521  ELLIP HEIGHT-         -35.425 (meters)          (03/05/08) ADJUSTED
 DK3521  GEOID HEIGHT-         -38.94  (meters)                     GEOID03
 DK3521  HORZ ORDER  -  FIRST
 DK3521  VERT ORDER  -  THIRD ?
 DK3521  ELLP ORDER  -  FOURTH    CLASS II
 DK3521
 DK3521.The horizontal coordinates were established by GPS observations
 DK3521.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2008.
 DK3521
 DK3521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3521.The horizontal coordinates are valid at the epoch date displayed above.
 DK3521.The epoch date for horizontal control is a decimal equivalence
 DK3521.of Year/Month/Day.
 DK3521
 DK3521.The orthometric height was determined by differential leveling.
 DK3521.The vertical network tie was performed by a horz. field party for horz.
 DK3521.obs reductions. Reset procedures were used to establish the elevation.
 DK3521
 DK3521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3521
 DK3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3521
 DK3521.The ellipsoidal height was determined by GPS observations
 DK3521.and is referenced to NAD 83.
 DK3521
 DK3521.The geoid height was determined by GEOID03.
 DK3521
 DK3521;                    North         East     Units Scale Factor Converg.
 DK3521;SPC NC       -   260,425.375   908,239.895   MT  0.99997016   +1 54 48.2
 DK3521;SPC NC       -   854,412.25  2,979,783.72   sFT  0.99997016   +1 54 48.2
 DK3521;UTM  18      - 3,990,001.041   438,312.291   MT  0.99964689   -0 24 11.1
 DK3521
 DK3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3521!SPC NC       -   1.00000556  x   0.99997016  =   0.99997572
 DK3521!UTM  18      -   1.00000556  x   0.99964689  =   0.99965245
 DK3521
 DK3521                          SUPERSEDED SURVEY CONTROL
 DK3521
 DK3521.No superseded survey control is available for this station.
 DK3521
 DK3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3831290001(NAD 83)
 DK3521_MARKER: DD = SURVEY DISK
 DK3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3521_STAMPING: ARCH 2005
 DK3521_MARK LOGO: NCGS  
 DK3521_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3521+STABILITY: SURFACE MOTION
 DK3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3521+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3521
 DK3521  HISTORY     - Date     Condition        Report By
 DK3521  HISTORY     - 2005     MONUMENTED       NCGS
 DK3521
 DK3521                          STATION DESCRIPTION
 DK3521
 DK3521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005
 DK3521'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTH-NORTHWEST OF KILL DEVIL
 DK3521'HILLS AND 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF SOUTHERN SHORES.
 DK3521' 
 DK3521'ALONG US 158 BYPASS FOR 2.4 MI (3.9 KM) WEST FROM THE MAIN ENTRANCE TO
 DK3521'THE WRIGHT BROTHERS MEMORIAL TO ARCH STREET, IN THE NORTHWEST
 DK3521'QUADRANT.  MARK IS ABOUT 2-FT HIGHER THAN THE CENTERLINE OF US 158
 DK3521'BYPASS AND IS FLUSH WITH THE GROUND.
 DK3521' 
 DK3521'LOCATED 57.2 FT (17.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF US 158
 DK3521'SOUTHBOUND LANES, 36 FT (11.0 M) NORTH-NORTHWEST OF THE CENTER OF
 DK3521'WEST.  ARCH SAINT, 17.2 FT (5.2 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT,
 DK3521'1.0 FT (0.3 M) NORTH-NORTHEAST OF A NCDOT CONCRETE R/W MARKER, 1.0 FT
 DK3521'(0.3 M) EAST-NORTHEAST OF A WITNESS POST, AND 11.9 FT (3.6 M)
 DK3521'NORTHWEST OF A WATER VALVE.  THE DISK IS A COMMEMORATIVE OF THE WRIGHT
 DK3521'BROTHERS FIRST FLIGHT WITH NGS, NCGS, NOAA AND NPS AGENCY
 DK3521'INSCRIPTIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3756 ***********************************************************************
 EY3756  DESIGNATION -  ARCHBELL
 EY3756  PID         -  EY3756
 EY3756  STATE/COUNTY-  NC/BEAUFORT
 EY3756  USGS QUAD   -  BATH (1993)
 EY3756
 EY3756                         *CURRENT SURVEY CONTROL
 EY3756  ___________________________________________________________________
 EY3756* NAD 83(2001)-  35 26 54.83439(N)    076 49 50.52245(W)     ADJUSTED  
 EY3756* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 EY3756  ___________________________________________________________________
 EY3756  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 EY3756  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EY3756  HORZ ORDER  -  THIRD
 EY3756
 EY3756.The horizontal coordinates were established by classical geodetic methods
 EY3756.and adjusted by the National Geodetic Survey in August 2005.
 EY3756
 EY3756.The orthometric height was scaled from a topographic map.
 EY3756
 EY3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3756
 EY3756.The geoid height was determined by GEOID03.
 EY3756
 EY3756;                    North         East     Units Scale Factor Converg.
 EY3756;SPC NC       -   190,573.862   806,506.209   MT  0.99987847   +1 15 07.4
 EY3756;SPC NC       -   625,241.08  2,646,012.45   sFT  0.99987847   +1 15 07.4
 EY3756;UTM  18      - 3,924,328.827   333,852.973   MT  0.99994019   -1 03 43.2
 EY3756
 EY3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3756!SPC NC       -   1.00000508  x   0.99987847  =   0.99988355
 EY3756!UTM  18      -   1.00000508  x   0.99994019  =   0.99994527
 EY3756
 EY3756:                Primary Azimuth Mark                     Grid Az
 EY3756:SPC NC       -  MIXON                                    115 13 32.2
 EY3756:UTM  18      -  MIXON                                    117 32 22.8
 EY3756
 EY3756|---------------------------------------------------------------------|
 EY3756| PID    Reference Object                     Distance      Geod. Az  |
 EY3756|                                                           dddmmss.s |
 EY3756| EY3784 MIXON                               APPROX. 7.3 KM 1162839.6 |
 EY3756|---------------------------------------------------------------------|
 EY3756
 EY3756                          SUPERSEDED SURVEY CONTROL
 EY3756
 EY3756  NAD 83(1986)-  35 26 54.84679(N)    076 49 50.52896(W) AD(       ) 3
 EY3756  NAD 27      -  35 26 54.25790(N)    076 49 51.74580(W) AD(       ) 3
 EY3756
 EY3756.Superseded values are not recommended for survey control.
 EY3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3756.See file dsdata.txt to determine how the superseded data were derived.
 EY3756
 EY3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3385324329(NAD 83)
 EY3756_MARKER: DS = TRIANGULATION STATION DISK
 EY3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3756_MARK LOGO: CGS   
 EY3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3756+STABILITY: SURFACE MOTION
 EY3756
 EY3756  HISTORY     - Date     Condition        Report By
 EY3756  HISTORY     - 1935     MONUMENTED       CGS
 EY3756  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3756
 EY3756                          STATION DESCRIPTION
 EY3756
 EY3756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3756'STATION IS AT ABOUT THE MIDDLE OF THE ROUNDING POINT WHICH FORMS
 EY3756'THE WESTERN SIDE OF THE ENTRANCE TO BATH CREEK.  IT IS LOCATED
 EY3756'AT THE FOOT OF A 20-FOOT BLUFF, ABOUT 65 YARDS SE OF A
 EY3756'PROMINENT LARGE WHITE FARMHOUSE, 45 FEET S OF THE FOOT OF THE
 EY3756'BLUFF AND 9 FEET N OF THE SHORE LINE.
 EY3756'
 EY3756'STATION MARK IS A STANDARD DISK SET IN A 10-INCH SQUARE
 EY3756'CONCRETE POST.
 EY3756'
 EY3756'IT WAS LOCATED BY A 3-POINT FIX FOR USE AS A SUPPLEMENTARY
 EY3756'POINT FOR CONTROL OF THE TOPOGRAPHY.
 EY3756
 EY3756                          STATION RECOVERY (1949)
 EY3756
 EY3756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3756'STATION WAS NOT RECOVERED.  THE SHORELINE IN THE VICINITY OF
 EY3756'THE STATION HAS ERODED AT LEAST 30.0 FEET.  IT IS RECOMMENDED
 EY3756'THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6532 ***********************************************************************
 EZ6532  DESIGNATION -  ARCHDALE
 EZ6532  PID         -  EZ6532
 EZ6532  STATE/COUNTY-  NC/WAKE
 EZ6532  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6532
 EZ6532                         *CURRENT SURVEY CONTROL
 EZ6532  ___________________________________________________________________
 EZ6532* NAD 83(2001)-  35 47 13.32932(N)    078 38 23.29437(W)     ADJUSTED  
 EZ6532* NAVD 88     -       103.6    (meters)     340.     (feet)  VERTCON   
 EZ6532  ___________________________________________________________________
 EZ6532  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 EZ6532  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EZ6532  HORZ ORDER  -  SECOND
 EZ6532
 EZ6532.The horizontal coordinates were established by classical geodetic methods
 EZ6532.and adjusted by the National Geodetic Survey in August 2005.
 EZ6532
 EZ6532.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6532
 EZ6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6532
 EZ6532.The geoid height was determined by GEOID03.
 EZ6532
 EZ6532;                    North         East     Units Scale Factor Converg.
 EZ6532;SPC NC       -   226,031.443   642,162.111   MT  0.99991613   +0 12 28.4
 EZ6532;SPC NC       -   741,571.49  2,106,826.86   sFT  0.99991613   +0 12 28.4
 EZ6532;UTM  17      - 3,962,898.057   713,308.538   MT  1.00016071   +1 22 50.5
 EZ6532
 EZ6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6532!SPC NC       -   0.99998890  x   0.99991613  =   0.99990503
 EZ6532!UTM  17      -   0.99998890  x   1.00016071  =   1.00014961
 EZ6532
 EZ6532                          SUPERSEDED SURVEY CONTROL
 EZ6532
 EZ6532  NAD 83(1986)-  35 47 13.33316(N)    078 38 23.30306(W) AD(       ) 2
 EZ6532  NGVD 29 (12/28/92)  103.9    (m)          341.     (f) VERT ANG    3  
 EZ6532
 EZ6532.Superseded values are not recommended for survey control.
 EZ6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6532.See file dsdata.txt to determine how the superseded data were derived.
 EZ6532
 EZ6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1330962898(NAD 83)
 EZ6532_MARKER: DE = TRAVERSE STATION DISK
 EZ6532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6532+WITH SETTING: PAVEMENT
 EZ6532_SP_SET: CONCRETE WALKWAY
 EZ6532_STAMPING: ARCHDALE 1983
 EZ6532_MARK LOGO: NCGS  
 EZ6532_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6532+STABILITY: SURFACE MOTION
 EZ6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6532+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ6532
 EZ6532  HISTORY     - Date     Condition        Report By
 EZ6532  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6532  HISTORY     - 19941004 GOOD             NCGS
 EZ6532  HISTORY     - 20040806 GOOD             USPSQD
 EZ6532  HISTORY     - 20050917 GOOD             USPSQD
 EZ6532  HISTORY     - 20051020 GOOD             USPSQD
 EZ6532  HISTORY     - 20081014 GOOD             GEOCAC
 EZ6532
 EZ6532                          STATION DESCRIPTION
 EZ6532
 EZ6532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6532'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 EZ6532'NORTH OF THE STATE CAPITOL IN RALEIGH.
 EZ6532'
 EZ6532'TO REACH THE STATION FROM THE INTERSECTION OF SALISBURY AND PEACE
 EZ6532'STREETS,
 EZ6532'GO SOUTH FOR 0.15 KM (0.1 MI) ON SALISBURY STREET TO STATION ON
 EZ6532'RIGHT ON THE ELEVATED CROSSWALK FROM PARKING DECK TO ARCHDALE
 EZ6532'BUILDING AND DOBBS BUILDING AND ON EAST SIDE OF ELEVATOR.
 EZ6532'
 EZ6532'THE STATION IS A STANDARD NCGS DISK
 EZ6532'STAMPED---ARCHDALE 1983---,
 EZ6532'SET INTO THE CONCRETE WALKWAY,
 EZ6532'6.55 METERS (21.5 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF TOP
 EZ6532'PARKING LEVEL AND
 EZ6532'1.55 METERS (5.1 FT) NORTH-NORTHEAST FROM THE SOUTH WALL OF WALKWAY.
 EZ6532'
 EZ6532'THE STATION IS 15 FEET ABOVE THE STREET LEVEL.
 EZ6532
 EZ6532                          STATION RECOVERY (1994)
 EZ6532
 EZ6532'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 EZ6532'RECOVERED AS DESCRIBED.
 EZ6532
 EZ6532                          STATION RECOVERY (2004)
 EZ6532
 EZ6532'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ6532'RECOVERED IN GOOD CONDITION.
 EZ6532
 EZ6532                          STATION RECOVERY (2005)
 EZ6532
 EZ6532'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6532'RECOVERED IN GOOD CONDITION.
 EZ6532
 EZ6532                          STATION RECOVERY (2005)
 EZ6532
 EZ6532'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6532'RECOVERED IN GOOD CONDITION.
 EZ6532
 EZ6532                          STATION RECOVERY (2008)
 EZ6532
 EZ6532'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EZ6532'VERIFIED EXISTENCE ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6609 ***********************************************************************
 AH6609  DESIGNATION -  ARCHDALE GTE SPRINT MICROWAVE
 AH6609  PID         -  AH6609
 AH6609  STATE/COUNTY-  NC/GUILFORD
 AH6609  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6609
 AH6609                         *CURRENT SURVEY CONTROL
 AH6609  ___________________________________________________________________
 AH6609* NAD 83(2001)-  35 55 36.00284(N)    079 56 03.36618(W)     ADJUSTED  
 AH6609* NAVD 88     -              **(meters)            **(feet)            
 AH6609  ___________________________________________________________________
 AH6609  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 AH6609  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AH6609  HORZ ORDER  -  THIRD
 AH6609
 AH6609.The horizontal coordinates were established by classical geodetic methods
 AH6609.and adjusted by the National Geodetic Survey in August 2005.
 AH6609
 AH6609
 AH6609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6609
 AH6609.The geoid height was determined by GEOID03.
 AH6609
 AH6609;                    North         East     Units Scale Factor Converg.
 AH6609;SPC NC       -   241,861.001   525,292.366   MT  0.99994185   -0 32 21.2
 AH6609;SPC NC       -   793,505.63  1,723,396.70   sFT  0.99994185   -0 32 21.2
 AH6609;UTM  17      - 3,976,339.529   596,142.446   MT  0.99971390   +0 37 31.3
 AH6609
 AH6609                          SUPERSEDED SURVEY CONTROL
 AH6609
 AH6609  NAD 83(1986)-  35 55 36.01012(N)    079 56 03.37424(W) AD(       ) 3
 AH6609
 AH6609.Superseded values are not recommended for survey control.
 AH6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6609.See file dsdata.txt to determine how the superseded data were derived.
 AH6609
 AH6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9614276340(NAD 83)
 AH6609_MARKER: 45 = MICROWAVE TOWER
 AH6609
 AH6609  HISTORY     - Date     Condition        Report By
 AH6609  HISTORY     - 1987     FIRST OBSERVED   NCGS
 AH6609
 AH6609                          STATION DESCRIPTION
 AH6609
 AH6609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6609'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH-NORTHEAST FO ARCHDALE,
 AH6609'NEAR THE I-85 AND NC 62 INTERCHANGE. TOWER IS NEAR THE EAST SOLE OF A
 AH6609'HILL, ABOUT 1500-FEET NORTH OF AN INTEERCHANGE AND ABOUT 750-FEET EAST
 AH6609'OF SR 1154 (KERSEY VALLEY ROAD). VALLEY ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2213 ***********************************************************************
 FA2213  DESIGNATION -  ARCHER
 FA2213  PID         -  FA2213
 FA2213  STATE/COUNTY-  NC/CABARRUS
 FA2213  USGS QUAD   -  CONCORD (1987)
 FA2213
 FA2213                         *CURRENT SURVEY CONTROL
 FA2213  ___________________________________________________________________
 FA2213* NAD 83(2001)-  35 28 05.32614(N)    080 32 06.74680(W)     ADJUSTED  
 FA2213* NAVD 88     -       221.3    (meters)     726.     (feet)  VERTCON   
 FA2213  ___________________________________________________________________
 FA2213  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FA2213  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FA2213  HORZ ORDER  -  SECOND
 FA2213
 FA2213.The horizontal coordinates were established by classical geodetic methods
 FA2213.and adjusted by the National Geodetic Survey in August 2005.
 FA2213
 FA2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2213
 FA2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2213
 FA2213.The geoid height was determined by GEOID03.
 FA2213
 FA2213;                    North         East     Units Scale Factor Converg.
 FA2213;SPC NC       -   191,671.897   470,280.131   MT  0.99987970   -0 53 09.9
 FA2213;SPC NC       -   628,843.55  1,542,910.73   sFT  0.99987970   -0 53 09.9
 FA2213;UTM  17      - 3,925,059.953   542,170.265   MT  0.99962191   +0 16 10.9
 FA2213
 FA2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2213!SPC NC       -   0.99997009  x   0.99987970  =   0.99984979
 FA2213!UTM  17      -   0.99997009  x   0.99962191  =   0.99959201
 FA2213
 FA2213|---------------------------------------------------------------------|
 FA2213| PID    Reference Object                     Distance      Geod. Az  |
 FA2213|                                                           dddmmss.s |
 FA2213| FA2216 BRIDGES                             259.315 METERS 00908     |
 FA2213| FA2214 BARB                                353.423 METERS 18000     |
 FA2213|---------------------------------------------------------------------|
 FA2213
 FA2213                          SUPERSEDED SURVEY CONTROL
 FA2213
 FA2213  NAD 83(1986)-  35 28 05.33843(N)    080 32 06.75254(W) AD(       ) 2
 FA2213  NAD 27      -  35 28 04.83122(N)    080 32 07.51604(W) AD(       ) 2
 FA2213  NGVD 29 (07/19/86)  221.5    (m)          727.     (f) VERT ANG    3  
 FA2213
 FA2213.Superseded values are not recommended for survey control.
 FA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2213.See file dsdata.txt to determine how the superseded data were derived.
 FA2213
 FA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4217025060(NAD 83)
 FA2213_MARKER: DE = TRAVERSE STATION DISK
 FA2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2213_STAMPING: ARCHER 1963
 FA2213_MARK LOGO: NCGS  
 FA2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2213+STABILITY: SURFACE MOTION
 FA2213
 FA2213  HISTORY     - Date     Condition        Report By
 FA2213  HISTORY     - 1963     MONUMENTED       NCGS
 FA2213  HISTORY     - 19981109 GOOD             USPSQD
 FA2213
 FA2213                          STATION DESCRIPTION
 FA2213
 FA2213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2213'ARCHER IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2213'NORTH CAROLINA.  STATION IS 4.6 MILES NE OF CONCORD, 1.2 MILES
 FA2213'NE ALONG SR 2402 FROM SR 1002, 1.8 MILES SW OF SR 2400 AND ON
 FA2213'TOP OF 10 FT CUT ON E SIDE OF SR 2402.
 FA2213'
 FA2213'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2213'ARCHER 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2213'WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2213'
 FA2213'MARK IS
 FA2213'
 FA2213'30.0 FT E OF C/L OF SR 2402
 FA2213'
 FA2213'2.4 FT W OF 3 LEAD NAILS IN TP
 FA2213'
 FA2213'76.4 FT NE OF 3 LEAD NAILS IN PP ON N SIDE OF ROAD
 FA2213'
 FA2213'57.4 FT SW OF 3 LEAD NAILS IN 18 INCH HARDWOOD
 FA2213'
 FA2213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2213
 FA2213                          STATION RECOVERY (1998)
 FA2213
 FA2213'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2466 ***********************************************************************
 EZ2466  DESIGNATION -  ARCHERS
 EZ2466  PID         -  EZ2466
 EZ2466  STATE/COUNTY-  NC/JOHNSTON
 EZ2466  USGS QUAD   -  FLOWERS (1973)
 EZ2466
 EZ2466                         *CURRENT SURVEY CONTROL
 EZ2466  ___________________________________________________________________
 EZ2466* NAD 83(2001)-  35 41 30.69263(N)    078 22 21.19648(W)     ADJUSTED  
 EZ2466* NAVD 88     -       102.462  (meters)     336.16   (feet)  ADJUSTED  
 EZ2466  ___________________________________________________________________
 EZ2466  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EZ2466  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EZ2466  DYNAMIC HT  -         102.371 (meters)     335.86  (feet)  COMP
 EZ2466  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 EZ2466
 EZ2466  HORZ ORDER  -  SECOND
 EZ2466  VERT ORDER  -  SECOND    CLASS II
 EZ2466
 EZ2466.The horizontal coordinates were established by classical geodetic methods
 EZ2466.and adjusted by the National Geodetic Survey in August 2005.
 EZ2466
 EZ2466.The orthometric height was determined by differential leveling
 EZ2466.and adjusted in June 1991.
 EZ2466
 EZ2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2466
 EZ2466.The geoid height was determined by GEOID03.
 EZ2466
 EZ2466.The dynamic height is computed by dividing the NAVD 88
 EZ2466.geopotential number by the normal gravity value computed on the
 EZ2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2466.degrees latitude (g = 980.6199 gals.).
 EZ2466
 EZ2466.The modeled gravity was interpolated from observed gravity values.
 EZ2466
 EZ2466;                    North         East     Units Scale Factor Converg.
 EZ2466;SPC NC       -   215,592.524   666,387.331   MT  0.99990201   +0 21 43.7
 EZ2466;SPC NC       -   707,323.14  2,186,305.77   sFT  0.99990201   +0 21 43.7
 EZ2466;UTM  17      - 3,952,953.743   737,750.027   MT  1.00029660   +1 32 01.1
 EZ2466
 EZ2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2466!SPC NC       -   0.99998926  x   0.99990201  =   0.99989128
 EZ2466!UTM  17      -   0.99998926  x   1.00029660  =   1.00028586
 EZ2466
 EZ2466:                Primary Azimuth Mark                     Grid Az
 EZ2466:SPC NC       -  CLUSTER                                  068 18 41.2
 EZ2466:UTM  17      -  CLUSTER                                  067 08 23.8
 EZ2466
 EZ2466|---------------------------------------------------------------------|
 EZ2466| PID    Reference Object                     Distance      Geod. Az  |
 EZ2466|                                                           dddmmss.s |
 EZ2466| EZ4285 CLUSTER                             472.896 METERS 0684024.9 |
 EZ2466| EZ2463 LODGE                               482.160 METERS 3142208.4 |
 EZ2466|---------------------------------------------------------------------|
 EZ2466
 EZ2466                          SUPERSEDED SURVEY CONTROL
 EZ2466
 EZ2466  NAD 83(1986)-  35 41 30.69862(N)    078 22 21.20716(W) AD(       ) 2
 EZ2466  NAD 27      -  35 41 30.13155(N)    078 22 22.20121(W) AD(       ) 2
 EZ2466  NGVD 29 (??/??/92)  102.755  (m)          337.12   (f) ADJ UNCH    2 2
 EZ2466
 EZ2466.Superseded values are not recommended for survey control.
 EZ2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2466.See file dsdata.txt to determine how the superseded data were derived.
 EZ2466
 EZ2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3775052954(NAD 83)
 EZ2466_MARKER: DE = TRAVERSE STATION DISK
 EZ2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2466_STAMPING: ARCHERS 1972
 EZ2466_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2466+STABILITY: SURFACE MOTION
 EZ2466
 EZ2466  HISTORY     - Date     Condition        Report By
 EZ2466  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2466  HISTORY     - 1976     GOOD             NCGS
 EZ2466  HISTORY     - 1980     GOOD             NCGS
 EZ2466  HISTORY     - 1985     GOOD             USPSQD
 EZ2466  HISTORY     - 1987     GOOD             USPSQD
 EZ2466  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 EZ2466  HISTORY     - 20060818 MARK NOT FOUND   GEOCAC
 EZ2466
 EZ2466                          STATION DESCRIPTION
 EZ2466
 EZ2466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2466'ARCHERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2466'THE VICINITY OF ARCHERS LODGE, NORTH CAROLINA.
 EZ2466'
 EZ2466'ARCHERS IS LOCATED IN ARCHERS LODGE.  STATION IS IN THE SOUTHEAST
 EZ2466'QUADRANT OF INTERSECTION OF SR 1003 AND SR 1700, ON SHOULDER OF ROAD
 EZ2466'AND DIAGONALLY ACROSS FROM C. E. BARNES GROCERY.
 EZ2466'
 EZ2466'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARCHERS
 EZ2466'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ2466'INCHES BELOW THE GROUND.
 EZ2466'
 EZ2466'MARK IS
 EZ2466'14.1 FEET ENE OF C/L OF SR 1003.
 EZ2466'69.8 FEET SSE OF PROJECTED C/L OF SR 1700 (EAST).
 EZ2466'89.3 FEET NNE OF PP 185 W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ2466'62.8 FEET SW OF 12 INCH WILLOW OAK TREE.
 EZ2466'37.8 FEET W OF 6 INCH MAPLE TREE.
 EZ2466
 EZ2466                          STATION RECOVERY (1976)
 EZ2466
 EZ2466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2466'IN ARCHERS LODGE.
 EZ2466'STATION IS IN THE SOUTHEAST QUADRANT OF INTERSECTION OF SR 1003 AND SR
 EZ2466'1700, ON SHOULDER OF ROAD AND DIAGONALLY ACROSS FROM C. E. BARNES
 EZ2466'GROCERY, 14.4 FT. ENE OF CENTERLINE OF SR 1003, 69.8 FT. SSE OF
 EZ2466'PROJECTED CENTERLINE OF SR 1700 (EAST), 89.3 FT. NNE OF POWER POLE NO.
 EZ2466'185 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG, 62.8 FT. SW OF 12
 EZ2466'INCH WILLOW OAK TREE AND 37.8 FT. W OF 6 INCH MAPLE TREE.  DISK IS SET
 EZ2466'IN CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2466
 EZ2466                          STATION RECOVERY (1980)
 EZ2466
 EZ2466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EZ2466'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2466
 EZ2466                          STATION RECOVERY (1985)
 EZ2466
 EZ2466'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2466'RECOVERED IN GOOD CONDITION.
 EZ2466
 EZ2466                          STATION RECOVERY (1987)
 EZ2466
 EZ2466'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2466'RECOVERED IN GOOD CONDITION.
 EZ2466
 EZ2466                          STATION RECOVERY (2005)
 EZ2466
 EZ2466'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2466'MARK NOT FOUND
 EZ2466
 EZ2466                          STATION RECOVERY (2006)
 EZ2466
 EZ2466'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2466'A TURNING LANE HAS BEEN ADDED TO SR1003. COORDINATES AND MEASUREMENTS
 EZ2466'INDICATE THE STATION WAS IN THE AFFECTED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4534 ***********************************************************************
 AE4534  DESIGNATION -  ARCHERS
 AE4534  PID         -  AE4534
 AE4534  STATE/COUNTY-  NC/CABARRUS
 AE4534  USGS QUAD   -  ENOCHVILLE (1993)
 AE4534
 AE4534                         *CURRENT SURVEY CONTROL
 AE4534  ___________________________________________________________________
 AE4534* NAD 83(2007)-  35 30 25.22154(N)    080 43 15.70888(W)     ADJUSTED  
 AE4534* NAVD 88     -       242.3    (meters)     795.     (feet)  GPS OBS   
 AE4534  ___________________________________________________________________
 AE4534  EPOCH DATE  -        2002.00
 AE4534  X           -     838,155.018 (meters)                     COMP
 AE4534  Y           -  -5,130,114.025 (meters)                     COMP
 AE4534  Z           -   3,683,923.474 (meters)                     COMP
 AE4534  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AE4534  ELLIP HEIGHT-         211.261 (meters)          (02/10/07) ADJUSTED
 AE4534  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AE4534
 AE4534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4534  Type    PID    Designation                      North   East  Ellip
 AE4534  -------------------------------------------------------------------
 AE4534  NETWORK AE4534 ARCHERS                           0.80   0.65   1.16
 AE4534  -------------------------------------------------------------------
 AE4534
 AE4534.The horizontal coordinates were established by GPS observations
 AE4534.and adjusted by the National Geodetic Survey in February 2007.
 AE4534
 AE4534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4534.The horizontal coordinates are valid at the epoch date displayed above.
 AE4534.The epoch date for horizontal control is a decimal equivalence
 AE4534.of Year/Month/Day.
 AE4534
 AE4534.The orthometric height was determined by GPS observations and a
 AE4534.high-resolution geoid model.
 AE4534
 AE4534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4534
 AE4534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4534
 AE4534.The ellipsoidal height was determined by GPS observations
 AE4534.and is referenced to NAD 83.
 AE4534
 AE4534.The geoid height was determined by GEOID03.
 AE4534
 AE4534;                    North         East     Units Scale Factor Converg.
 AE4534;SPC NC       -   196,258.792   453,492.922   MT  0.99988248   -0 59 36.0
 AE4534;SPC NC       -   643,892.39  1,487,834.69   sFT  0.99988248   -0 59 36.0
 AE4534;UTM  17      - 3,929,306.229   525,298.468   MT  0.99960789   +0 09 43.3
 AE4534
 AE4534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4534!SPC NC       -   0.99996684  x   0.99988248  =   0.99984933
 AE4534!UTM  17      -   0.99996684  x   0.99960789  =   0.99957474
 AE4534
 AE4534                          SUPERSEDED SURVEY CONTROL
 AE4534
 AE4534  NAD 83(2001)-  35 30 25.22197(N)    080 43 15.70903(W) AD(       ) 1
 AE4534  ELLIP H (03/13/03)  211.257  (m)                       GP(       ) 4 2
 AE4534  NAD 83(1986)-  35 30 25.23524(N)    080 43 15.71679(W) AD(       ) 1
 AE4534  NGVD 29 (11/20/97)  242.5    (m)          796.     (f) GPS OBS     3  
 AE4534
 AE4534.Superseded values are not recommended for survey control.
 AE4534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4534.See file dsdata.txt to determine how the superseded data were derived.
 AE4534
 AE4534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2529829306(NAD 83)
 AE4534_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4534_STAMPING: ARCHERS 1991
 AE4534_MARK LOGO: NCGS  
 AE4534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4534+STABILITY: SURFACE MOTION
 AE4534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4534+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2000
 AE4534
 AE4534  HISTORY     - Date     Condition        Report By
 AE4534  HISTORY     - 1991     MONUMENTED       NCGS
 AE4534  HISTORY     - 20000525 GOOD             NCGS
 AE4534
 AE4534                          STATION DESCRIPTION
 AE4534
 AE4534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4534'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF KANNAPOLIS AND 3.3 MI
 AE4534'(5.3 KM) WEST-SOUTHWEST OF ENOCHVILLE. PROCEED ALONG NC 152 FOR 2.75
 AE4534'MI (4.43 KM) EAST FROM THE IREDELL-ROWAN COUNTY LINE, THENCE SOUTH FOR
 AE4534'5.15 MI (8.29 KM) ALONG SR 1355 (UNITY CHURCH ROAD) TO THE
 AE4534'ROWAN-CABARRUS COUNTY LINE AND THE STATION, ON THE WEST SIDE OF THE
 AE4534'ROAD. MARK IS ABOUT 1 FOOT LOWER THAN THE T-INTERSECTION AND RCESSSED
 AE4534'1 INCH BELOW GROUND. LOCATED 40.5 FT (12.3 M) WEST OF THE CENTERLINE
 AE4534'OF ARCHER ROAD, 50.5 FT (15.4 M) NORTH OF THE CENTERLINE OF ALEXANDER
 AE4534'ROAD, 127.4 FT (38.8 M) SOUTHEAST OF THE PHEBE L. CLOANINGER
 AE4534'HEADSTONE--AND 9.3 FT (2.8 M) WEST OF A POWER POLE, 41.0 FT (12.5 M)
 AE4534'EAST-SOUTHEAST OF A LIGHT POLE, 127.0 FT (38.7 M) SOUTH OF A 24-INCH
 AE4534'OAK--ALL WITH REFERENCE TAGS.
 AE4534
 AE4534                          STATION RECOVERY (2000)
 AE4534
 AE4534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE4534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2849 ***********************************************************************
 FX2849  DESIGNATION -  ARCHIE
 FX2849  PID         -  FX2849
 FX2849  STATE/COUNTY-  NC/NORTHAMPTON
 FX2849  USGS QUAD   -  JACKSON (1974)
 FX2849
 FX2849                         *CURRENT SURVEY CONTROL
 FX2849  ___________________________________________________________________
 FX2849* NAD 83(2001)-  36 23 03.53490(N)    077 27 47.05630(W)     ADJUSTED  
 FX2849* NAVD 88     -        28.112  (meters)      92.23   (feet)  ADJUSTED  
 FX2849  ___________________________________________________________________
 FX2849  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 FX2849  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 FX2849  DYNAMIC HT  -          28.090 (meters)      92.16  (feet)  COMP
 FX2849  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 FX2849
 FX2849  HORZ ORDER  -  SECOND
 FX2849  VERT ORDER  -  SECOND    CLASS II
 FX2849
 FX2849.The horizontal coordinates were established by classical geodetic methods
 FX2849.and adjusted by the National Geodetic Survey in August 2005.
 FX2849
 FX2849.The orthometric height was determined by differential leveling
 FX2849.and adjusted in June 1991.
 FX2849
 FX2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2849
 FX2849.The geoid height was determined by GEOID03.
 FX2849
 FX2849.The dynamic height is computed by dividing the NAVD 88
 FX2849.geopotential number by the normal gravity value computed on the
 FX2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2849.degrees latitude (g = 980.6199 gals.).
 FX2849
 FX2849.The modeled gravity was interpolated from observed gravity values.
 FX2849
 FX2849;                    North         East     Units Scale Factor Converg.
 FX2849;SPC NC       -   293,313.261   747,504.782   MT  1.00006802   +0 53 13.5
 FX2849;SPC NC       -   962,311.92  2,452,438.61   sFT  1.00006802   +0 53 13.5
 FX2849;UTM  18      - 4,029,393.945   279,070.995   MT  1.00020141   -1 27 42.1
 FX2849
 FX2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2849!SPC NC       -   1.00000099  x   1.00006802  =   1.00006901
 FX2849!UTM  18      -   1.00000099  x   1.00020141  =   1.00020240
 FX2849
 FX2849                          SUPERSEDED SURVEY CONTROL
 FX2849
 FX2849  NAD 83(1993)-  36 23 03.53965(N)    077 27 47.05431(W) AD(       ) 2
 FX2849  NAD 83(1986)-  36 23 03.54024(N)    077 27 47.06271(W) AD(       ) 2
 FX2849  NGVD 29 (01/18/91)   28.44   (m)           93.3    (f) LEVELING    3  
 FX2849
 FX2849.Superseded values are not recommended for survey control.
 FX2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2849.See file dsdata.txt to determine how the superseded data were derived.
 FX2849
 FX2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7907129394(NAD 83)
 FX2849_MARKER: DE = TRAVERSE STATION DISK
 FX2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2849_SP_SET: CONCRETE POST
 FX2849_STAMPING: ARCHIE 1980
 FX2849_MARK LOGO: NCGS  
 FX2849_PROJECTION: RECESSED 13 CENTIMETERS
 FX2849_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2849+STABILITY: SURFACE MOTION
 FX2849
 FX2849  HISTORY     - Date     Condition        Report By
 FX2849  HISTORY     - 1980     MONUMENTED       NCGS
 FX2849  HISTORY     - 1981     GOOD             NCGS
 FX2849  HISTORY     - 1985     GOOD             USPSQD
 FX2849  HISTORY     - 19960330 MARK NOT FOUND   USPSQD
 FX2849
 FX2849                          STATION DESCRIPTION
 FX2849
 FX2849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2849'THE STATION IS LOCATED APPROXIMAETLY 2.4 MILES WEST OF JACKSON AND
 FX2849'6.1 MILES SOUTH-SOUTHEAST OF GUMBERRY.
 FX2849'
 FX2849'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON, PROCEED WESTERLY
 FX2849'ALONG US 158 FOR 2.9 MILES TO A FARM ROAD ON RIGHT TO WAYNE H. WEST
 FX2849'FARM AND STATION IN SHOULDER, NEAR--SIR ARCHIE--HISTORICAL SIGN,
 FX2849'AND 0.7 MILES NORTHWEST OF SR 1137 INTERSECTION.
 FX2849'
 FX2849'STATION MARK IS A STANDARD DISK STAMPED---ARCHIE 1980---SET IN TOP OF
 FX2849'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2849'22.7 FEET NORTHEAST OF CENTERLINE OF US 158, 47.0 FEET EAST OF
 FX2849'CENTERLINE OF FARM ROAD, 36.0 FEET WEST-NORTHWEST OF BASE OF
 FX2849'HISTORICAL SIGN POST, 40.6 FEET SOUTH-SOUTHEAST OF EAST END OF METAL
 FX2849'CULVERT UNDER DRIVEWAY AND 60.2 FEET WEST-SOUTHWEST OF 12 INCH OAK
 FX2849'WITH REFERENCE TAG.
 FX2849
 FX2849                          STATION RECOVERY (1981)
 FX2849
 FX2849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2849'2.4 MI WEST FROM JACKSON.
 FX2849'FROM THE COURTHOUSE IN JACKSON, 2.9 MILES WESTERLY ALONG US 158
 FX2849'TO A FARM ROAD ON RIGHT TO WAYNE H. WESTS FARM AND STATION  IN
 FX2849'SHOULDER NEAR --SIR ARCHIE-- HISTORICAL SIGN AND 0.7 MILE
 FX2849'NORTHWEST OF SR 1137 INTERSECTION, 22.7 FEET NORTHEAST OF CENTERLINE
 FX2849'OF US 158, 47.0 FEET EAST OF CENTERLINE OF FARM ROAD, 36.0 FEET
 FX2849'WEST-NORTHWEST OF BASE OF HISTORIC SIGN POST, 40.6 FEET
 FX2849'SOUTH-SOUTHEAST OF EAST END OF METAL CULVERT UNDER DRIVEWAY,
 FX2849'60.2 FEET WEST-SOUTHWEST OF 12 INCH OAK WITH REFERENCE TAG.
 FX2849
 FX2849                          STATION RECOVERY (1985)
 FX2849
 FX2849'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2849'RECOVERED IN GOOD CONDITION.
 FX2849
 FX2849                          STATION RECOVERY (1996)
 FX2849
 FX2849'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2923 ***********************************************************************
 FY2923  DESIGNATION -  ARCHIE
 FY2923  PID         -  FY2923
 FY2923  STATE/COUNTY-  NC/GRANVILLE
 FY2923  USGS QUAD   -  STEM (1987)
 FY2923
 FY2923                         *CURRENT SURVEY CONTROL
 FY2923  ___________________________________________________________________
 FY2923* NAD 83(2001)-  36 11 44.91930(N)    078 44 14.22836(W)     ADJUSTED  
 FY2923* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 FY2923  ___________________________________________________________________
 FY2923  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 FY2923  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FY2923  HORZ ORDER  -  SECOND
 FY2923
 FY2923.The horizontal coordinates were established by classical geodetic methods
 FY2923.and adjusted by the National Geodetic Survey in August 2005.
 FY2923
 FY2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2923
 FY2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2923
 FY2923.The geoid height was determined by GEOID03.
 FY2923
 FY2923;                    North         East     Units Scale Factor Converg.
 FY2923;SPC NC       -   271,358.929   633,229.986   MT  1.00000826   +0 09 05.9
 FY2923;SPC NC       -   890,283.42  2,077,522.05   sFT  1.00000826   +0 09 05.9
 FY2923;UTM  17      - 4,008,040.153   703,443.870   MT  1.00011000   +1 20 12.1
 FY2923
 FY2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2923!SPC NC       -   0.99998207  x   1.00000826  =   0.99999033
 FY2923!UTM  17      -   0.99998207  x   1.00011000  =   1.00009207
 FY2923
 FY2923:                Primary Azimuth Mark                     Grid Az
 FY2923:SPC NC       -  DOUBLE T                                 323 49 26.3
 FY2923:UTM  17      -  DOUBLE T                                 322 38 20.1
 FY2923
 FY2923|---------------------------------------------------------------------|
 FY2923| PID    Reference Object                     Distance      Geod. Az  |
 FY2923|                                                           dddmmss.s |
 FY2923| FY2924 DOUBLE T                            APPROX. 2.7 KM 3235832.2 |
 FY2923|---------------------------------------------------------------------|
 FY2923
 FY2923                          SUPERSEDED SURVEY CONTROL
 FY2923
 FY2923  NAD 83(1993)-  36 11 44.92589(N)    078 44 14.23399(W) AD(       ) 2
 FY2923  NAD 83(1986)-  36 11 44.92534(N)    078 44 14.23867(W) AD(       ) 2
 FY2923  NAD 27      -  36 11 44.40044(N)    078 44 15.22408(W) AD(       ) 2
 FY2923  NGVD 29 (07/19/86)  146.0    (m)          479.     (f) VERT ANG    3  
 FY2923
 FY2923.Superseded values are not recommended for survey control.
 FY2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2923.See file dsdata.txt to determine how the superseded data were derived.
 FY2923
 FY2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0344408040(NAD 83)
 FY2923_MARKER: DD = SURVEY DISK
 FY2923_SETTING: 0 = UNSPECIFIED SETTING
 FY2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2923
 FY2923  HISTORY     - Date     Condition        Report By
 FY2923  HISTORY     - 1977     MONUMENTED       NCGS
 FY2923
 FY2923                          STATION DESCRIPTION
 FY2923
 FY2923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2923'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE WEST OF STEM.
 FY2923'
 FY2923'TO REACH THE STATION FROM THE U. S. POST OFFICE IN STEM, PROCEED
 FY2923'SOUTHWEST ALONG SR 1132 FOR 0.3 MILE TO SR 1004, THENCE SOUTHWEST
 FY2923'ALONG SR 1004 FOR 1.15 MILES TO SR 1126 ON THE RIGHT, THENCE NORTH
 FY2923'ALONG SR 1126 FOR 0.35 MILE TO DIRT DRIVEWAY ON RIGHT, THENCE EAST
 FY2923'ALONG DRIVEWAY TO FORK, TAKE LEFT FORK (EAST) ALONG DRIVEWAY FOR 0.05
 FY2923'MILE TO A DIM FIELD ROAD TO WEST SIDE OF A PASTURE FENCE, THENCE
 FY2923'NORTHERLY ALONG FIELD ROAD TO THE STEEL TRANSMISSION TOWERS IN A
 FY2923'PASTURE AND STATION APPROXIMATELY 145 FEET NORTH UNDER EASTERNMOST
 FY2923'TRANSMISSION LINES.
 FY2923'
 FY2923'STATION MARK IS A STANDARD DISK STAMPED---ARCHIE 1977--- SET IN THE
 FY2923'TOP OF A CONCRETE PRECAST WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 FY2923'THE MARK IS 14.6 FEET EAST OF CENTERLINE OF OVERHEAD TRANSMISSION
 FY2923'LINES, 142.0 FEET NORTH-NORTHWEST OF NORTHEAST LEG OF TOWER, 191.1
 FY2923'FEET SOUTH-SOUTHEAST OF 5 INCH PINE WITH REFERENCE TAG, 224.6 FEET
 FY2923'SOUTH-SOUTHWEST OF 8 INCH PINE WITH REFERENCE TAG AND 249.1 FEET
 FY2923'SOUTHEAST OF 18 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6040 ***********************************************************************
 AH6040  DESIGNATION -  ARCHIE
 AH6040  PID         -  AH6040
 AH6040  STATE/COUNTY-  NC/RANDOLPH
 AH6040  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6040
 AH6040                         *CURRENT SURVEY CONTROL
 AH6040  ___________________________________________________________________
 AH6040* NAD 83(2001)-  35 54 13.83560(N)    079 57 14.12661(W)     ADJUSTED  
 AH6040* NAVD 88     -       253.8    (meters)     833.     (feet)  VERT ANG  
 AH6040  ___________________________________________________________________
 AH6040  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 AH6040  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 AH6040  HORZ ORDER  -  SECOND
 AH6040
 AH6040.The horizontal coordinates were established by classical geodetic methods
 AH6040.and adjusted by the National Geodetic Survey in August 2005.
 AH6040
 AH6040.The orthometric height was determined by vertical angle observations.
 AH6040
 AH6040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6040
 AH6040.The geoid height was determined by GEOID03.
 AH6040
 AH6040;                    North         East     Units Scale Factor Converg.
 AH6040;SPC NC       -   239,345.622   523,494.348   MT  0.99993724   -0 33 02.1
 AH6040;SPC NC       -   785,253.09  1,717,497.71   sFT  0.99993724   -0 33 02.1
 AH6040;UTM  17      - 3,973,788.714   594,396.310   MT  0.99970980   +0 36 48.6
 AH6040
 AH6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6040!SPC NC       -   0.99996500  x   0.99993724  =   0.99990224
 AH6040!UTM  17      -   0.99996500  x   0.99970980  =   0.99967481
 AH6040
 AH6040                          SUPERSEDED SURVEY CONTROL
 AH6040
 AH6040  NAD 83(1986)-  35 54 13.83996(N)    079 57 14.13464(W) AD(       ) 2
 AH6040
 AH6040.Superseded values are not recommended for survey control.
 AH6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6040.See file dsdata.txt to determine how the superseded data were derived.
 AH6040
 AH6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9439673789(NAD 83)
 AH6040_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6040_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH6040+WITH SETTING: PAVEMENT
 AH6040_SP_SET: DRILL HOLE IN BRIDGE
 AH6040_STAMPING: ARCHIE 1987
 AH6040_MARK LOGO: NCGS  
 AH6040_PROJECTION: FLUSH
 AH6040_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6040+STABILITY: SURFACE MOTION
 AH6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6040+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1994
 AH6040
 AH6040  HISTORY     - Date     Condition        Report By
 AH6040  HISTORY     - 1987     MONUMENTED       NCGS
 AH6040  HISTORY     - 19940228 GOOD             NCGS
 AH6040
 AH6040                          STATION DESCRIPTION
 AH6040
 AH6040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6040'STATION IS LOCATED IN ARCHDALE. AT THE NC 311 OVERPASS OF I-85 IN
 AH6040'CONCRETE BRIDGE WALKWAY, AT THE EXPANSION JOINT IN CENTER OF BRIDGE.
 AH6040'MARK IS LEVEL WITH HIGHWAY. LOCATED 40.7 FT (12.4 M) NORTHEAST OF THE
 AH6040'CENTERLINE OF HIGHWAY, 2.8 FT (0.9 M) SOUTHWEST OF BRIDGE RAIL, AND
 AH6040'127.0 FT (38.7 M) SOUTH-SOUTHEAST OF NORTH END OF EAST ALUMINUM BRIDGE
 AH6040'RAIL.
 AH6040
 AH6040                          STATION RECOVERY (1994)
 AH6040
 AH6040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH6040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH5887 ***********************************************************************
 DH5887  DESIGNATION -  ARCHIE
 DH5887  PID         -  DH5887
 DH5887  STATE/COUNTY-  NC/CASWELL
 DH5887  USGS QUAD   -  YANCEYVILLE (1994)
 DH5887
 DH5887                         *CURRENT SURVEY CONTROL
 DH5887  ___________________________________________________________________
 DH5887* NAD 83(2007)-  36 25 08.84004(N)    079 17 49.06606(W)     ADJUSTED  
 DH5887* NAVD 88     -       178.2    (meters)     585.     (feet)  GPS OBS   
 DH5887  ___________________________________________________________________
 DH5887  EPOCH DATE  -        2002.00
 DH5887  X           -     954,342.219 (meters)                     COMP
 DH5887  Y           -  -5,049,246.357 (meters)                     COMP
 DH5887  Z           -   3,765,803.610 (meters)                     COMP
 DH5887  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 DH5887  ELLIP HEIGHT-         147.027 (meters)          (02/10/07) ADJUSTED
 DH5887  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 DH5887
 DH5887  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5887  Type    PID    Designation                      North   East  Ellip
 DH5887  -------------------------------------------------------------------
 DH5887  NETWORK DH5887 ARCHIE                            0.63   0.55   1.39
 DH5887  -------------------------------------------------------------------
 DH5887
 DH5887.The horizontal coordinates were established by GPS observations
 DH5887.and adjusted by the National Geodetic Survey in February 2007.
 DH5887
 DH5887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5887.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5887.The horizontal coordinates are valid at the epoch date displayed above.
 DH5887.The epoch date for horizontal control is a decimal equivalence
 DH5887.of Year/Month/Day.
 DH5887
 DH5887.The orthometric height was determined by GPS observations and a
 DH5887.high-resolution geoid model.
 DH5887
 DH5887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5887
 DH5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5887
 DH5887.The ellipsoidal height was determined by GPS observations
 DH5887.and is referenced to NAD 83.
 DH5887
 DH5887.The geoid height was determined by GEOID03.
 DH5887
 DH5887;                    North         East     Units Scale Factor Converg.
 DH5887;SPC NC       -   296,148.242   582,966.256   MT  1.00008025   -0 10 17.0
 DH5887;SPC NC       -   971,613.02  1,912,615.12   sFT  1.00008025   -0 10 17.0
 DH5887;UTM  17      - 4,031,784.241   652,681.104   MT  0.99988722   +1 00 40.6
 DH5887
 DH5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5887!SPC NC       -   0.99997693  x   1.00008025  =   1.00005717
 DH5887!UTM  17      -   0.99997693  x   0.99988722  =   0.99986415
 DH5887
 DH5887                          SUPERSEDED SURVEY CONTROL
 DH5887
 DH5887  NAD 83(1986)-  36 25 08.84553(N)    079 17 49.07236(W) AD(       ) 1
 DH5887  NAD 83(2001)-  36 25 08.84056(N)    079 17 49.06598(W) AD(       ) 1
 DH5887  ELLIP H (05/31/05)  147.011  (m)                       GP(       ) 5 1
 DH5887
 DH5887.Superseded values are not recommended for survey control.
 DH5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5887.See file dsdata.txt to determine how the superseded data were derived.
 DH5887
 DH5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5268131784(NAD 83)
 DH5887_MARKER: DH = HORIZONTAL CONTROL DISK
 DH5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5887_STAMPING: ARCHIE 1996
 DH5887_MARK LOGO: NCGS  
 DH5887_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5887+STABILITY: SURFACE MOTION
 DH5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5887+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH5887
 DH5887  HISTORY     - Date     Condition        Report By
 DH5887  HISTORY     - 1996     MONUMENTED       NCGS
 DH5887
 DH5887                          STATION DESCRIPTION
 DH5887
 DH5887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 DH5887'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF YANCEYVILLE.
 DH5887'ALONG NC HIGHWAY 62 FOR 1.6 MI (2.6 KM) NORTHEAST FROM NC HIGHWAY 86
 DH5887'(EAST OF YANCEYVILLE) TO THE STATION ON THE NORTH SIDE OF THE ROAD AT
 DH5887'THE INTERSECTION WITH SR 1594 (ARCHIE WHITE ROAD). MARK IS ABOUT 3
 DH5887'FEET (0.9 M) HIGHER THAN NC 62 AND RECESSED 1 INCH BELOW THE GROUND.
 DH5887'LOCATED 25.5 FT (7.8 M) NORTH OF THE CENTERLINE OF NC 62, 49.0 FT
 DH5887'(14.9 M) NORTH OF A TELEPHONE PEDESTAL, 105.0 FT (32.0 M) EAST OF A
 DH5887'TELEPHONE PEDESTAL AND 33.5 FT (10.2 M) SOUTH OF 30-INCH POPLAR TREE,
 DH5887'59.4 FT (18.1 M) WEST-SOUTHWEST OF 12-INCH PINE TREE, 63.0 FT (19.2 M)
 DH5887'EAST-SOUTHEAST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3955 ***********************************************************************
 EZ3955  DESIGNATION -  ARCO
 EZ3955  PID         -  EZ3955
 EZ3955  STATE/COUNTY-  NC/RANDOLPH
 EZ3955  USGS QUAD   -  FARMER (1994)
 EZ3955
 EZ3955                         *CURRENT SURVEY CONTROL
 EZ3955  ___________________________________________________________________
 EZ3955* NAD 83(2001)-  35 42 58.27149(N)    079 54 31.37372(W)     ADJUSTED  
 EZ3955* NAVD 88     -       175.7    (meters)     576.     (feet)  VERTCON   
 EZ3955  ___________________________________________________________________
 EZ3955  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 EZ3955  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EZ3955  HORZ ORDER  -  SECOND
 EZ3955
 EZ3955.The horizontal coordinates were established by classical geodetic methods
 EZ3955.and adjusted by the National Geodetic Survey in August 2005.
 EZ3955
 EZ3955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3955
 EZ3955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3955
 EZ3955.The geoid height was determined by GEOID03.
 EZ3955
 EZ3955;                    North         East     Units Scale Factor Converg.
 EZ3955;SPC NC       -   218,488.327   527,384.495   MT  0.99990536   -0 31 28.1
 EZ3955;SPC NC       -   716,823.79  1,730,260.63   sFT  0.99990536   -0 31 28.1
 EZ3955;UTM  17      - 3,953,018.932   598,708.052   MT  0.99972006   +0 38 13.6
 EZ3955
 EZ3955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3955!SPC NC       -   0.99997719  x   0.99990536  =   0.99988255
 EZ3955!UTM  17      -   0.99997719  x   0.99972006  =   0.99969725
 EZ3955
 EZ3955:                Primary Azimuth Mark                     Grid Az
 EZ3955:SPC NC       -  PINE                                     297 29 34.4
 EZ3955:UTM  17      -  PINE                                     296 19 52.7
 EZ3955
 EZ3955|---------------------------------------------------------------------|
 EZ3955| PID    Reference Object                     Distance      Geod. Az  |
 EZ3955|                                                           dddmmss.s |
 EZ3955| EZ3975 PINE                                APPROX. 1.0 KM 2965806.3 |
 EZ3955|---------------------------------------------------------------------|
 EZ3955
 EZ3955                          SUPERSEDED SURVEY CONTROL
 EZ3955
 EZ3955  NAD 83(1986)-  35 42 58.27790(N)    079 54 31.38039(W) AD(       ) 2
 EZ3955  NAD 27      -  35 42 57.78940(N)    079 54 32.24372(W) AD(       ) 2
 EZ3955  NGVD 29 (07/19/86)  175.9    (m)          577.     (f) VERT ANG    3  
 EZ3955
 EZ3955.Superseded values are not recommended for survey control.
 EZ3955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3955.See file dsdata.txt to determine how the superseded data were derived.
 EZ3955
 EZ3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9870853019(NAD 83)
 EZ3955_MARKER: DE = TRAVERSE STATION DISK
 EZ3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3955_STAMPING: ARCO 1971
 EZ3955_MARK LOGO: NCGS  
 EZ3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3955+STABILITY: SURFACE MOTION
 EZ3955
 EZ3955  HISTORY     - Date     Condition        Report By
 EZ3955  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3955
 EZ3955                          STATION DESCRIPTION
 EZ3955
 EZ3955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3955'ARCO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3955'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3955'
 EZ3955'ARCO IS LOCATED APPROXIMATELY 5.4 MILES WEST OF ASHEBORO.  TO
 EZ3955'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND
 EZ3955'U.S. 220 BYPASS IN ASHEBORO.  GO WEST ON U.S. 64 FOR 4.95 MILES
 EZ3955'TO STATION ON RIGHT SHOULDER (NORTH SIDE) OF U.S. 64.  0.55 MILE
 EZ3955'WEST OF BACK CREEK BRIDGE OVER U.S. 64.  AND 0.1 MILE EAST OF
 EZ3955'INTERSECTION OF U.S. 64, SR 1328 AND SR 1418.
 EZ3955'
 EZ3955'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3955'ARCO 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3955'WHICH IS 4 INCHES BELOW THE GROUND.
 EZ3955'
 EZ3955'MARK IS
 EZ3955'
 EZ3955'19.8 FT NE OF C/L OF U.S. 64
 EZ3955'
 EZ3955'6.1 FT SW OF ALUMINUM REF. TAG ON CROSSROADS SIGN POST
 EZ3955'
 EZ3955'33.2 FT SW OF ALUMINUM REF. TAG ON 15 INCH SOURWOOD TREE
 EZ3955'
 EZ3955'52.4 FT S OF ALUMINUM REF. TAG ON 8 INCH MAPLE TREE
 EZ3955'
 EZ3955'76.3 FT SE OF ALUMINUM REF. TAG ON 20 INCH TRIPLE OAK TREE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3789 ***********************************************************************
 EY3789  DESIGNATION -  ARDELL
 EY3789  PID         -  EY3789
 EY3789  STATE/COUNTY-  NC/BEAUFORT
 EY3789  USGS QUAD   -  AURORA (1993)
 EY3789
 EY3789                         *CURRENT SURVEY CONTROL
 EY3789  ___________________________________________________________________
 EY3789* NAD 83(2001)-  35 18 29.85730(N)    076 51 28.61691(W)     ADJUSTED  
 EY3789* NAVD 88     -        14.094  (meters)      46.24   (feet)  ADJUSTED  
 EY3789  ___________________________________________________________________
 EY3789  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 EY3789  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY3789  DYNAMIC HT  -          14.081 (meters)      46.20  (feet)  COMP
 EY3789  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 EY3789
 EY3789  HORZ ORDER  -  SECOND
 EY3789  VERT ORDER  -  SECOND    CLASS II
 EY3789
 EY3789.The horizontal coordinates were established by classical geodetic methods
 EY3789.and adjusted by the National Geodetic Survey in August 2005.
 EY3789
 EY3789.The orthometric height was determined by differential leveling
 EY3789.and adjusted in June 1998.
 EY3789
 EY3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3789
 EY3789.The geoid height was determined by GEOID03.
 EY3789
 EY3789.The dynamic height is computed by dividing the NAVD 88
 EY3789.geopotential number by the normal gravity value computed on the
 EY3789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3789.degrees latitude (g = 980.6199 gals.).
 EY3789
 EY3789.The modeled gravity was interpolated from observed gravity values.
 EY3789
 EY3789;                    North         East     Units Scale Factor Converg.
 EY3789;SPC NC       -   174,962.951   804,369.027   MT  0.99987308   +1 14 10.8
 EY3789;SPC NC       -   574,024.28  2,639,000.72   sFT  0.99987308   +1 14 10.8
 EY3789;UTM  18      - 3,908,815.757   331,087.506   MT  0.99995162   -1 04 26.8
 EY3789
 EY3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3789!SPC NC       -   1.00000362  x   0.99987308  =   0.99987670
 EY3789!UTM  18      -   1.00000362  x   0.99995162  =   0.99995524
 EY3789
 EY3789:                Primary Azimuth Mark                     Grid Az
 EY3789:SPC NC       -  SNACK                                    319 07 56.7
 EY3789:UTM  18      -  SNACK                                    321 26 34.3
 EY3789
 EY3789|---------------------------------------------------------------------|
 EY3789| PID    Reference Object                     Distance      Geod. Az  |
 EY3789|                                                           dddmmss.s |
 EY3789| EY3841 SNACK                               APPROX. 1.3 KM 3202207.5 |
 EY3789|---------------------------------------------------------------------|
 EY3789
 EY3789                          SUPERSEDED SURVEY CONTROL
 EY3789
 EY3789  NAD 83(1986)-  35 18 29.86829(N)    076 51 28.62640(W) AD(       ) 2
 EY3789  NAD 83(1986)-  35 18 29.88066(N)    076 51 28.62050(W) AD(       ) 2
 EY3789  NAD 27      -  35 18 29.25345(N)    076 51 29.87156(W) AD(       ) 2
 EY3789  NGVD 29 (04/29/98)   14.42   (m)           47.3    (f) LEVELING    3  
 EY3789
 EY3789.Superseded values are not recommended for survey control.
 EY3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3789.See file dsdata.txt to determine how the superseded data were derived.
 EY3789
 EY3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3108808816(NAD 83)
 EY3789_MARKER: DE = TRAVERSE STATION DISK
 EY3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3789_STAMPING: ARDELL 1966
 EY3789_MARK LOGO: NCGS  
 EY3789_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3789+STABILITY: SURFACE MOTION
 EY3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY3789+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997
 EY3789
 EY3789  HISTORY     - Date     Condition        Report By
 EY3789  HISTORY     - 1966     MONUMENTED       NCGS
 EY3789  HISTORY     - 19830101 GOOD             NCGS
 EY3789  HISTORY     - 19970211 GOOD             NCGS
 EY3789
 EY3789                          STATION DESCRIPTION
 EY3789
 EY3789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3789'ARDELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3789'IN THE VICINITY OF AURORA, NORTH CAROLINA.
 EY3789'
 EY3789'ARDELL IS 3.95 MILES W OF AURORA.  LOCATED 1.75 MILES SE OF
 EY3789'EDWARD.  STATION IS 0.8 MILES SE ALONG NC 33 FROM SR 1936.  0.7
 EY3789'MILES NW OF RR CROSSING AND ON N ROAD BANK AT ARDELLS STORE.
 EY3789'
 EY3789'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3789'ARDELL 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3789'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3789'
 EY3789'MARK IS
 EY3789'
 EY3789'32.8 FT N OF C/L OF NC 33
 EY3789'
 EY3789'21.7 FT N OF YELLOW ARROW ON NC 33
 EY3789'
 EY3789'46.2 FT SE OF 16 INCH PINE AT DRIVEWAY WITH ALUMINUM REF. TAG
 EY3789'
 EY3789'93.7 FT W OF PP 381 WITH ALUMINUM REF. TAG
 EY3789'
 EY3789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY3789
 EY3789                          STATION RECOVERY (1983)
 EY3789
 EY3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3789'RECOVERED IN GOOD CONDITION.  REFERENCE TO THE YELLOW ARROW, AND THE
 EY3789'POWER POLE 93.7 FT (28.6 M) AWAY SHOULD BE DELETED. MARK IS LOCATED
 EY3789'11.9 M (39.0 FT) FT NORTH OF THE NORTH END OF A DRIVEWAY CULVERT, AND
 EY3789'7.13 M (23.39 FT) FT SOUTHWEST OF A POWER POLE.
 EY3789
 EY3789                          STATION RECOVERY (1997)
 EY3789
 EY3789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY3789'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION AND
 EY3789'ADDITIONS.  STATION IS 0.15 MI (0.24 KM) NORTHWEST OF THE RAILROAD
 EY3789'CROSSING.  MARK IS ABOUT LEVEL WITH NC 33 AND IS RECESSED 3-INCHES
 EY3789'BELOW THE GROUND.  LOCATED 32.8 FT (10.0 M) EAST-NORTHEAST OF THE
 EY3789'CENTERLINE OF NC 33,---AND 47.0 FT (14.3 M) SOUTHEAST OF A 36-INCH
 EY3789'PINE AT A DRIVEWAY AND 23.4 FT (7.1 M) SOUTHWEST OF A POWER POLE
 EY3789'(NDL85),---BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2990 ***********************************************************************
 FB2990  DESIGNATION -  ARDEN 8
 FB2990  PID         -  FB2990
 FB2990  STATE/COUNTY-  NC/BUNCOMBE
 FB2990  USGS QUAD   -  SKYLAND (1991)
 FB2990
 FB2990                         *CURRENT SURVEY CONTROL
 FB2990  ___________________________________________________________________
 FB2990* NAD 83(2001)-  35 27 59.29962(N)    082 33 59.93288(W)     ADJUSTED  
 FB2990* NAVD 88     -       770.0    (meters)    2526.     (feet)  VERTCON   
 FB2990  ___________________________________________________________________
 FB2990  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 FB2990  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 FB2990  HORZ ORDER  -  SECOND
 FB2990
 FB2990.The horizontal coordinates were established by classical geodetic methods
 FB2990.and adjusted by the National Geodetic Survey in August 2005.
 FB2990
 FB2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2990
 FB2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2990
 FB2990.The geoid height was determined by GEOID03.
 FB2990
 FB2990;                    North         East     Units Scale Factor Converg.
 FB2990;SPC NC       -   196,223.219   285,975.620   MT  0.99987959   -2 03 30.8
 FB2990;SPC NC       -   643,775.68    938,238.35   sFT  0.99987959   -2 03 30.8
 FB2990;UTM  17      - 3,925,902.822   357,850.980   MT  0.99984901   -0 54 33.0
 FB2990
 FB2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2990!SPC NC       -   0.99988385  x   0.99987959  =   0.99976345
 FB2990!UTM  17      -   0.99988385  x   0.99984901  =   0.99973288
 FB2990
 FB2990:                Primary Azimuth Mark                     Grid Az
 FB2990:SPC NC       -  EBASCO 1                                 062 58 25.5
 FB2990:UTM  17      -  EBASCO 1                                 061 49 27.7
 FB2990
 FB2990|---------------------------------------------------------------------|
 FB2990| PID    Reference Object                     Distance      Geod. Az  |
 FB2990|                                                           dddmmss.s |
 FB2990| FB2994 EBASCO 1                            APPROX. 2.0 KM 0605454.7 |
 FB2990|---------------------------------------------------------------------|
 FB2990
 FB2990                          SUPERSEDED SURVEY CONTROL
 FB2990
 FB2990  NAD 83(1995)-  35 27 59.30132(N)    082 33 59.93141(W) AD(       ) 2
 FB2990  NAD 83(1986)-  35 27 59.30656(N)    082 33 59.92978(W) AD(       ) 2
 FB2990  NAD 27      -  35 27 58.89929(N)    082 34 00.48739(W) AD(       ) 2
 FB2990  NGVD 29 (07/19/86)  770.0    (m)         2526.     (f) VERT ANG    3  
 FB2990
 FB2990.Superseded values are not recommended for survey control.
 FB2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2990.See file dsdata.txt to determine how the superseded data were derived.
 FB2990
 FB2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5785125903(NAD 83)
 FB2990_MARKER: H = DRILL HOLE
 FB2990_SETTING: 80 = SET IN A BOULDER
 FB2990_SP_SET: PARTIALLY EXPOSED BOULDER
 FB2990_MARK LOGO: NCGS  
 FB2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2990+STABILITY: SURFACE MOTION
 FB2990
 FB2990  HISTORY     - Date     Condition        Report By
 FB2990  HISTORY     - 1962     MONUMENTED       USGS
 FB2990
 FB2990                          STATION DESCRIPTION
 FB2990
 FB2990'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FB2990'ARDEN 8 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2990'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2990'
 FB2990'ARDEN 8 IS LOCATED 2.2 MILES (AIRLINE) SOUTHWEST OF SKYLAND, 0.5
 FB2990'MILES EAST OF AVERY STORE, ON HIGHEST OF HIGH TIMBERED TOP
 FB2990'CALLED BRITTON MOUNTAIN, 0.5 MILES EAST OF STATE HIGHWAY 191.
 FB2990'A DRILL HOLE IN CENTER OF CHISELED TRIANGLE IN TOP OF
 FB2990'FLAT ROCK SET IN PLACE UNDER 30-INCH HICKORY TREE.
 FB2990'
 FB2990'REFERENCE MARK IS BLAZED TRIANGLE WITH NAIL IN CENTER ON SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3758 ***********************************************************************
 EZ3758  DESIGNATION -  ARDIST
 EZ3758  PID         -  EZ3758
 EZ3758  STATE/COUNTY-  NC/MONTGOMERY
 EZ3758  USGS QUAD   -  TROY (1994)
 EZ3758
 EZ3758                         *CURRENT SURVEY CONTROL
 EZ3758  ___________________________________________________________________
 EZ3758* NAD 83(2001)-  35 22 22.75344(N)    079 55 55.32029(W)     ADJUSTED  
 EZ3758* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 EZ3758  ___________________________________________________________________
 EZ3758  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 EZ3758  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EZ3758  HORZ ORDER  -  SECOND
 EZ3758
 EZ3758.The horizontal coordinates were established by classical geodetic methods
 EZ3758.and adjusted by the National Geodetic Survey in August 2005.
 EZ3758
 EZ3758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3758
 EZ3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3758
 EZ3758.The geoid height was determined by GEOID03.
 EZ3758
 EZ3758;                    North         East     Units Scale Factor Converg.
 EZ3758;SPC NC       -   180,435.685   524,917.332   MT  0.99987482   -0 32 16.6
 EZ3758;SPC NC       -   591,979.41  1,722,166.28   sFT  0.99987482   -0 32 16.6
 EZ3758;UTM  17      - 3,914,930.617   597,011.302   MT  0.99971598   +0 37 05.8
 EZ3758
 EZ3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3758!SPC NC       -   0.99997517  x   0.99987482  =   0.99985000
 EZ3758!UTM  17      -   0.99997517  x   0.99971598  =   0.99969116
 EZ3758
 EZ3758|---------------------------------------------------------------------|
 EZ3758| PID    Reference Object                     Distance      Geod. Az  |
 EZ3758|                                                           dddmmss.s |
 EZ3758| EZ3756 MT OLIVE                            365.499 METERS 12202     |
 EZ3758| EZ3759 AMERICAN                            172.196 METERS 29522     |
 EZ3758|---------------------------------------------------------------------|
 EZ3758
 EZ3758                          SUPERSEDED SURVEY CONTROL
 EZ3758
 EZ3758  NAD 83(1986)-  35 22 22.76204(N)    079 55 55.33033(W) AD(       ) 2
 EZ3758  NAD 27      -  35 22 22.25519(N)    079 55 56.15817(W) AD(       ) 2
 EZ3758  NGVD 29 (07/19/86)  188.9    (m)          620.     (f) VERT ANG    3  
 EZ3758
 EZ3758.Superseded values are not recommended for survey control.
 EZ3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3758.See file dsdata.txt to determine how the superseded data were derived.
 EZ3758
 EZ3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9701114931(NAD 83)
 EZ3758_MARKER: DE = TRAVERSE STATION DISK
 EZ3758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3758_STAMPING: ARDIST 1974
 EZ3758_MARK LOGO: NCGS  
 EZ3758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3758+STABILITY: SURFACE MOTION
 EZ3758
 EZ3758  HISTORY     - Date     Condition        Report By
 EZ3758  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3758
 EZ3758                          STATION DESCRIPTION
 EZ3758
 EZ3758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3758'ARDIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3758'THE VICINITY OF TROY, NORTH CAROLINA.
 EZ3758'
 EZ3758'ARDIST IS LOCATED APPROXIMATELY 2.4 MILES WNW OF TROY, AND 4.9
 EZ3758'MILES SE OF UWHARRIE COMMUNITY.  TO REACH STATION FROM INTERSECTION
 EZ3758'OF NC 109 BYPASS WITH NC 24 - NC 27 IN TROY, PROCEED NORTH AND
 EZ3758'WESTERLY ALONG NC 109 BYPASS FOR 2.5 MILES TO STATION ON THE RIGHT
 EZ3758'MIDWAY BETWEEN TWO DIRT DRIVEWAYS LEADING TO A ONE STORY WHITE
 EZ3758'SHINGLED HOUSE (ARDIST WHITAKER RESIDENCE).  AND 0.05 MILE SE OF
 EZ3758'THE INTERSECTION WITH SR 1319.
 EZ3758'
 EZ3758'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3758'ARDIST 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3758'WHICH IS FLUSH WITH THE GROUND.
 EZ3758'
 EZ3758'MARK IS 22.6 FT NE OF C/L OF NC 109
 EZ3758'
 EZ3758'6.3 FT NNW OF NW END OF CONCRETE CULVERT UNDER SOUTHEASTERNMOST
 EZ3758'DRIVEWAY
 EZ3758'
 EZ3758'7.3 FT E OF SE END OF CONCRETE CULVERT UNDER NORTHWESTERNMOST
 EZ3758'DRIVEWAY
 EZ3758'
 EZ3758'63.2 FT S OF SOUTH CORNER OF WHITAKER RESIDENCE
 EZ3758'
 EZ3758'70.6 FT SW OF SERVICE POLE WITH LAMP AND ALUMINUM REF. TAG
 EZ3758'
 EZ3758'101.0 FT E OF TP WITH JUNCTION BOX WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1721 ***********************************************************************
 FZ1721  DESIGNATION -  ARDNER
 FZ1721  PID         -  FZ1721
 FZ1721  STATE/COUNTY-  NC/SURRY
 FZ1721  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 FZ1721
 FZ1721                         *CURRENT SURVEY CONTROL
 FZ1721  ___________________________________________________________________
 FZ1721* NAD 83(2001)-  36 28 39.02361(N)    080 34 34.62863(W)     ADJUSTED  
 FZ1721* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 FZ1721  ___________________________________________________________________
 FZ1721  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 FZ1721  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 FZ1721  HORZ ORDER  -  SECOND
 FZ1721
 FZ1721.The horizontal coordinates were established by classical geodetic methods
 FZ1721.and adjusted by the National Geodetic Survey in August 2005.
 FZ1721
 FZ1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1721
 FZ1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1721
 FZ1721.The geoid height was determined by GEOID03.
 FZ1721
 FZ1721;                    North         East     Units Scale Factor Converg.
 FZ1721;SPC NC       -   303,709.367   468,330.795   MT  1.00010160   -0 54 35.2
 FZ1721;SPC NC       -   996,419.81  1,536,515.28   sFT  1.00010160   -0 54 35.2
 FZ1721;UTM  17      - 4,036,996.467   537,956.918   MT  0.99961775   +0 15 06.9
 FZ1721
 FZ1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1721!SPC NC       -   0.99994565  x   1.00010160  =   1.00004724
 FZ1721!UTM  17      -   0.99994565  x   0.99961775  =   0.99956342
 FZ1721
 FZ1721:                Primary Azimuth Mark                     Grid Az
 FZ1721:SPC NC       -  COOK                                     153 49 07.7
 FZ1721:UTM  17      -  COOK                                     152 39 25.6
 FZ1721
 FZ1721|---------------------------------------------------------------------|
 FZ1721| PID    Reference Object                     Distance      Geod. Az  |
 FZ1721|                                                           dddmmss.s |
 FZ1721| FZ1725 COOK                                APPROX. 2.1 KM 1525432.5 |
 FZ1721|---------------------------------------------------------------------|
 FZ1721
 FZ1721                          SUPERSEDED SURVEY CONTROL
 FZ1721
 FZ1721  NAD 83(1993)-  36 28 39.02983(N)    080 34 34.64209(W) AD(       ) 2
 FZ1721  NAD 83(1986)-  36 28 39.03251(N)    080 34 34.63908(W) AD(       ) 2
 FZ1721  NAD 27      -  36 28 38.54690(N)    080 34 35.40751(W) AD(       ) 2
 FZ1721  NGVD 29 (12/22/97)  379.8    (m)         1246.     (f) VERT ANG    3  
 FZ1721
 FZ1721.Superseded values are not recommended for survey control.
 FZ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1721.See file dsdata.txt to determine how the superseded data were derived.
 FZ1721
 FZ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3795736996(NAD 83)
 FZ1721_MARKER: DE = TRAVERSE STATION DISK
 FZ1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1721_STAMPING: ARDNER 1964
 FZ1721_MARK LOGO: NCGS  
 FZ1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1721+STABILITY: SURFACE MOTION
 FZ1721
 FZ1721  HISTORY     - Date     Condition        Report By
 FZ1721  HISTORY     - 1964     MONUMENTED       NCGS
 FZ1721  HISTORY     - 19860101 GOOD             NCGS
 FZ1721
 FZ1721                          STATION DESCRIPTION
 FZ1721
 FZ1721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FZ1721'ARDNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1721'IN THE VICINITY OF MOUNT AIRY, NORTH CAROLINA.
 FZ1721'
 FZ1721'ARDNER IS 2.4 MILES SE OF MOUNT AIRY, LOCATED 0.5 MILES NE
 FZ1721'ALONG BUS 52 FROM INTERSECTION WITH U.S. 52.  0.2 MILES SE ALONG
 FZ1721'BUS 52 FROM INTERSECTION WITH SR 1774.  APPROXIMATELY 500 FT W
 FZ1721'OF BUS. U.S. 52.  ON N CREST OF LARGE HILL AND IN NW CORNER OF
 FZ1721'CEMETERY.
 FZ1721'
 FZ1721'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1721'ARDNER 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1721'WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ1721'
 FZ1721'MARK IS
 FZ1721'
 FZ1721'77.0 FT W OF 30 INCH W PINE
 FZ1721'
 FZ1721'37.9 FT S OF 12 INCH PINE
 FZ1721'
 FZ1721'40.8 FT E OF 16 INCH B OAK
 FZ1721'
 FZ1721'82.2 FT N OF ARDNER HEADSTONE
 FZ1721'
 FZ1721'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1721
 FZ1721                          STATION RECOVERY (1986)
 FZ1721
 FZ1721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1721'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF MT. AIRY.
 FZ1721'PROCEED ALONG US 52 BYPASS FOR 0.6 KM (0.35 MI) NORTHWEST FROM US 53
 FZ1721'BUS., TO A GRAVEL DRIVE TO EMMANUEL HOLINESS CHURCH, THENCE NORTH
 FZ1721'ALONG DRIVE 0.5 KM (0.30 MI) TO NORTHEAST CORNER OF CHURCH PARKING LOT
 FZ1721'AND STATION IN WOODS AT WEST EDGE OF A CEMETERY. MARK PROJECTS
 FZ1721'2-INCHES ABOVE GROUND.  LOCATED 25.1 M (82.3 FT) NORTH OF
 FZ1721'AN--ARDNER--HEADSTONE, 22.5 M (73.8 FT) NORTHWEST OF A
 FZ1721'TALL--BELTON--HEADSTONE, 23.0 M (75.5 FT) NORTH OF THE--ROBERT AND
 FZ1721'MARY MURRAY--HEADSTONE, 16.9 M (55.4 FT) WEST-SOUTHWEST OF THE
 FZ1721'SOUTHWEST CORNER OF THE--SMITH MEMORIAL BENCH--,--AND 2.0 M (6.6 FT)
 FZ1721'EAST OF A 6-INCH ELM, 11.4 M (37.4 FT) SOUTH OF A 14-INCH PINE--BOTH
 FZ1721'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3580 ***********************************************************************
 EZ3580  DESIGNATION -  AREA
 EZ3580  PID         -  EZ3580
 EZ3580  STATE/COUNTY-  NC/MOORE
 EZ3580  USGS QUAD   -  CARTHAGE (1980)
 EZ3580
 EZ3580                         *CURRENT SURVEY CONTROL
 EZ3580  ___________________________________________________________________
 EZ3580* NAD 83(2001)-  35 19 47.14534(N)    079 24 08.99754(W)     ADJUSTED  
 EZ3580* NAVD 88     -       168.6    (meters)     553.     (feet)  VERTCON   
 EZ3580  ___________________________________________________________________
 EZ3580  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 EZ3580  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EZ3580  HORZ ORDER  -  SECOND
 EZ3580
 EZ3580.The horizontal coordinates were established by classical geodetic methods
 EZ3580.and adjusted by the National Geodetic Survey in August 2005.
 EZ3580
 EZ3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3580
 EZ3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3580
 EZ3580.The geoid height was determined by GEOID03.
 EZ3580
 EZ3580;                    North         East     Units Scale Factor Converg.
 EZ3580;SPC NC       -   175,317.296   573,010.542   MT  0.99987351   -0 13 56.3
 EZ3580;SPC NC       -   575,186.83  1,879,952.09   sFT  0.99987351   -0 13 56.3
 EZ3580;UTM  17      - 3,910,784.168   645,193.621   MT  0.99985980   +0 55 26.3
 EZ3580
 EZ3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3580!SPC NC       -   0.99997846  x   0.99987351  =   0.99985197
 EZ3580!UTM  17      -   0.99997846  x   0.99985980  =   0.99983826
 EZ3580
 EZ3580:                Primary Azimuth Mark                     Grid Az
 EZ3580:SPC NC       -  LINE                                     061 14 52.2
 EZ3580:UTM  17      -  LINE                                     060 05 29.6
 EZ3580
 EZ3580|---------------------------------------------------------------------|
 EZ3580| PID    Reference Object                     Distance      Geod. Az  |
 EZ3580|                                                           dddmmss.s |
 EZ3580| EZ3586 LINE                                APPROX. 1.5 KM 0610055.9 |
 EZ3580| EZ3579 QUALITY                             231.498 METERS 23540     |
 EZ3580|---------------------------------------------------------------------|
 EZ3580
 EZ3580                          SUPERSEDED SURVEY CONTROL
 EZ3580
 EZ3580  NAD 83(1986)-  35 19 47.14563(N)    079 24 09.00225(W) AD(       ) 2
 EZ3580  NAD 27      -  35 19 46.57676(N)    079 24 09.90565(W) AD(       ) 2
 EZ3580  NGVD 29 (07/19/86)  168.8    (m)          554.     (f) VERT ANG    3  
 EZ3580
 EZ3580.Superseded values are not recommended for survey control.
 EZ3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3580.See file dsdata.txt to determine how the superseded data were derived.
 EZ3580
 EZ3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4519410784(NAD 83)
 EZ3580_MARKER: DE = TRAVERSE STATION DISK
 EZ3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3580_STAMPING: AREA 1972
 EZ3580_MARK LOGO: NCGS  
 EZ3580_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3580+STABILITY: SURFACE MOTION
 EZ3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3580+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 EZ3580
 EZ3580  HISTORY     - Date     Condition        Report By
 EZ3580  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3580  HISTORY     - 20030623 GOOD             NCGS
 EZ3580
 EZ3580                          STATION DESCRIPTION
 EZ3580
 EZ3580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3580'AREA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3580'VICINITY OF CARTHAGE, NORTH CAROLINA.
 EZ3580'
 EZ3580'AREA IS LOCATED APPROXIMATELY 1.4 MILES SOUTHEAST OF CARTHAGE AND
 EZ3580'10.3 MILES NNE OF PINEHURST.  TO REACH STATION FROM THE INTERSECTION
 EZ3580'OF US 15-501 AND NC 22 SOUTH OF CARTHAGE (NE OF HILL CREST),
 EZ3580'PROCEED NORTHEAST ALONG US 15-501 FOR 1.15 MILES TO ACCESS ROAD
 EZ3580'(ENE) TO SR 1803 (CARTHAGE-VASS RD.), THENCE ALONG ACCESS ROAD FOR
 EZ3580'0.05 MILE TO INTERSECTION OF SR 1803 AND STATION IN NORTHWEST
 EZ3580'QUADRANT OF INTERSECTION, IN AN ISLAND FORMED BY JUNCTION
 EZ3580'OF ACCESS ROAD, SR 1803 AND SR 1802.  AND APPROXIMATELY 250 FEET SSE
 EZ3580'OF SR 1803 BRIDGE OVER US 15-501.
 EZ3580'
 EZ3580'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AREA
 EZ3580'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3580'FLUSH WITH THE GROUND.
 EZ3580'
 EZ3580'MARK IS
 EZ3580'69.3 FEET ENE OF C/L OF SR 1803.
 EZ3580'68.9 FEET SSW OF PP NO. 8620-57 WITH ALUMINUM REF. TAG.
 EZ3580'50.8 FEET S OF 4X4 POST WITH SIGN AND ALUMINUM REF. TAG.
 EZ3580'22.3 FEET E OF R/W MARKER (N SIDE OF SR 1803).
 EZ3580'95.9 FEET NNW OF 4X4 STOP SIGN POST WITH ALUMINUM REF. TAG.
 EZ3580
 EZ3580                          STATION RECOVERY (2003)
 EZ3580
 EZ3580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EZ3580'STATION WAS LOCATED IN GOOD CONDITION, IT IS IN THE NORTHEAST (NOT
 EZ3580'NORTHWEST) QUADRANT OF THE INTERSECTION OF SR 1803 (VASS-CARTHAGE
 EZ3580'ROAD) AND SR 1802 (NIAGARA-CARTHAGE ROAD). MARK IS ABOUT 3-FEET HIGHER
 EZ3580'THAN THE INTERSECTION. LOCATED 63.0 FT (19.2 M) NORTH-NORTHEAST OF
 EZ3580'LIGHT POLE (8KT70) WITH REFERENCE TAG, 71.7 FT (21.9 M) SOUTHWEST OF
 EZ3580'POWER POLE (Q303W 1802 P17E) WITH EIGHT GUY WIRES AND REFERENCE TAG.
 EZ3580'POWER POLE (8620-57) AND BOTH 4X4 SIGN POSTS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4788 ***********************************************************************
 EZ4788  DESIGNATION -  AREA
 EZ4788  PID         -  EZ4788
 EZ4788  STATE/COUNTY-  NC/CUMBERLAND
 EZ4788  USGS QUAD   -  WADE (1983)
 EZ4788
 EZ4788                         *CURRENT SURVEY CONTROL
 EZ4788  ___________________________________________________________________
 EZ4788* NAD 83(2001)-  35 08 29.16312(N)    078 44 04.06653(W)     ADJUSTED  
 EZ4788* NAVD 88     -        47.6    (meters)     156.     (feet)  VERTCON   
 EZ4788  ___________________________________________________________________
 EZ4788  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 EZ4788  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 EZ4788  HORZ ORDER  -  SECOND
 EZ4788
 EZ4788.The horizontal coordinates were established by classical geodetic methods
 EZ4788.and adjusted by the National Geodetic Survey in August 2005.
 EZ4788
 EZ4788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4788
 EZ4788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4788
 EZ4788.The geoid height was determined by GEOID03.
 EZ4788
 EZ4788;                    North         East     Units Scale Factor Converg.
 EZ4788;SPC NC       -   154,384.054   633,796.762   MT  0.99987444   +0 09 11.7
 EZ4788;SPC NC       -   506,508.35  2,079,381.54   sFT  0.99987444   +0 09 11.7
 EZ4788;UTM  17      - 3,891,077.242   706,395.952   MT  1.00012503   +1 18 16.2
 EZ4788
 EZ4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4788!SPC NC       -   0.99999783  x   0.99987444  =   0.99987227
 EZ4788!UTM  17      -   0.99999783  x   1.00012503  =   1.00012286
 EZ4788
 EZ4788:                Primary Azimuth Mark                     Grid Az
 EZ4788:SPC NC       -  REST                                     039 06 53.8
 EZ4788:UTM  17      -  REST                                     037 57 49.3
 EZ4788
 EZ4788|---------------------------------------------------------------------|
 EZ4788| PID    Reference Object                     Distance      Geod. Az  |
 EZ4788|                                                           dddmmss.s |
 EZ4788| EZ4800 REST                                APPROX. 1.2 KM 0391605.5 |
 EZ4788|---------------------------------------------------------------------|
 EZ4788
 EZ4788                          SUPERSEDED SURVEY CONTROL
 EZ4788
 EZ4788  NAD 83(1986)-  35 08 29.17243(N)    078 44 04.07678(W) AD(       ) 2
 EZ4788  NAD 27      -  35 08 28.58220(N)    078 44 04.99710(W) AD(       ) 2
 EZ4788  NGVD 29 (07/19/86)   47.9    (m)          157.     (f) VERT ANG    3  
 EZ4788
 EZ4788.Superseded values are not recommended for survey control.
 EZ4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4788.See file dsdata.txt to determine how the superseded data were derived.
 EZ4788
 EZ4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0639691077(NAD 83)
 EZ4788_MARKER: DE = TRAVERSE STATION DISK
 EZ4788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4788_STAMPING: AREA 1965
 EZ4788_MARK LOGO: NCGS  
 EZ4788_PROJECTION: FLUSH
 EZ4788_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4788+STABILITY: SURFACE MOTION
 EZ4788
 EZ4788  HISTORY     - Date     Condition        Report By
 EZ4788  HISTORY     - 1965     MONUMENTED       NCGS
 EZ4788  HISTORY     - 1982     GOOD             LOCSUR
 EZ4788  HISTORY     - 19860722 GOOD             NCGS
 EZ4788
 EZ4788                          STATION DESCRIPTION
 EZ4788
 EZ4788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4788'AREA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4788'IN THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ4788'
 EZ4788'AREA IS 10.2 MILES NE OF FAYETTEVILLE AND 1.3 MILES S OF
 EZ4788'WADE.  LOCATED 1.8 MILES NE ALONG I 95 FROM BRIDGE ON
 EZ4788'U.S. 13.  1.6 MILES SW OF BRIDGE ON SR 1815.  0.3 MILES SW OF
 EZ4788'REST AREA ROADSIDE PARK IN THE NE CORNER OF BRIDGE ON SR 1005
 EZ4788'OVER I 95.
 EZ4788'
 EZ4788'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4788'AREA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4788'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4788'
 EZ4788'MARK IS
 EZ4788'
 EZ4788'15.5 FT N OF C/L OF SR 1005
 EZ4788'
 EZ4788'6.2 FT E OF NE CORNER OF BRIDGE ABUTMENT
 EZ4788'
 EZ4788'6.5 FT W OF OPEN SLOPE DRAIN
 EZ4788'
 EZ4788'4.7 FT E OF FIRST GUARD RAIL POST
 EZ4788'
 EZ4788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4788
 EZ4788                          STATION RECOVERY (1982)
 EZ4788
 EZ4788'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (ARM)
 EZ4788'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ4788
 EZ4788                          STATION RECOVERY (1986)
 EZ4788
 EZ4788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4788'RECOVERED AS DESCRIBED.  LINE OF SIGHT IS BLOCKED.  MARK IS NOW 16.5
 EZ4788'FT (5.0 M) NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3494 ***********************************************************************
 FY3494  DESIGNATION -  AREA
 FY3494  PID         -  FY3494
 FY3494  STATE/COUNTY-  NC/GUILFORD
 FY3494  USGS QUAD   -  MC LEANSVILLE (1968)
 FY3494
 FY3494                         *CURRENT SURVEY CONTROL
 FY3494  ___________________________________________________________________
 FY3494* NAD 83(2001)-  36 03 26.69312(N)    079 42 29.90441(W)     ADJUSTED  
 FY3494* NAVD 88     -       225.6    (meters)     740.     (feet)  VERTCON   
 FY3494  ___________________________________________________________________
 FY3494  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 FY3494  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FY3494  HORZ ORDER  -  SECOND
 FY3494
 FY3494.The horizontal coordinates were established by classical geodetic methods
 FY3494.and adjusted by the National Geodetic Survey in August 2005.
 FY3494
 FY3494.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3494
 FY3494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3494
 FY3494.The geoid height was determined by GEOID03.
 FY3494
 FY3494;                    North         East     Units Scale Factor Converg.
 FY3494;SPC NC       -   256,198.867   545,786.363   MT  0.99997134   -0 24 31.7
 FY3494;SPC NC       -   840,545.78  1,790,634.09   sFT  0.99997134   -0 24 31.7
 FY3494;UTM  17      - 3,991,088.553   616,335.849   MT  0.99976676   +0 45 37.3
 FY3494
 FY3494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3494!SPC NC       -   0.99996940  x   0.99997134  =   0.99994074
 FY3494!UTM  17      -   0.99996940  x   0.99976676  =   0.99973617
 FY3494
 FY3494:                Primary Azimuth Mark                     Grid Az
 FY3494:SPC NC       -  MAC                                      081 51 53.7
 FY3494:UTM  17      -  MAC                                      080 41 44.7
 FY3494
 FY3494|---------------------------------------------------------------------|
 FY3494| PID    Reference Object                     Distance      Geod. Az  |
 FY3494|                                                           dddmmss.s |
 FY3494| FY3504 MAC                                 APPROX. 1.4 KM 0812722.0 |
 FY3494|---------------------------------------------------------------------|
 FY3494
 FY3494                          SUPERSEDED SURVEY CONTROL
 FY3494
 FY3494  NAD 83(1993)-  36 03 26.69936(N)    079 42 29.90952(W) AD(       ) 2
 FY3494  NAD 83(1986)-  36 03 26.69993(N)    079 42 29.90990(W) AD(       ) 2
 FY3494  NAD 27      -  36 03 26.21443(N)    079 42 30.80942(W) AD(       ) 2
 FY3494  NGVD 29 (07/19/86)  225.8    (m)          741.     (f) VERT ANG    3  
 FY3494
 FY3494.Superseded values are not recommended for survey control.
 FY3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3494.See file dsdata.txt to determine how the superseded data were derived.
 FY3494
 FY3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1633691089(NAD 83)
 FY3494_MARKER: DE = TRAVERSE STATION DISK
 FY3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3494_STAMPING: AREA 1963
 FY3494_MARK LOGO: NCGS  
 FY3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3494+STABILITY: SURFACE MOTION
 FY3494
 FY3494  HISTORY     - Date     Condition        Report By
 FY3494  HISTORY     - 1963     MONUMENTED       NCGS
 FY3494
 FY3494                          STATION DESCRIPTION
 FY3494
 FY3494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3494'AREA IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FY3494'GREENSBORO, NORTH CAROLINA.  STATION IS 4.7 MILES SE OF
 FY3494'GREENSBORO, LOCATED 0.9 MILES W ALONG I 85 FROM MC CONNELL BRIDGE
 FY3494'OVER I 85.  0.4 MILES E OF REST AREA ON S BOUND LANE OF I 85,
 FY3494'APPROXIMATELY 200 FT W OF EXIT TO SR 3029 IN THE MEDIAN OF I 85.
 FY3494'
 FY3494'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3494'AREA 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3494'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3494'
 FY3494'MARK IS
 FY3494'
 FY3494'42.4 FT N OF C/L OF N BOUND LANE OF I 85
 FY3494'
 FY3494'21.0 FT S OF C/L OF N BOUND LANE OF I 85
 FY3494'
 FY3494'22.0 FT W OF W END OF CONCRETE TROUGH TO DRAIN
 FY3494'
 FY3494'59.6 FT W OF NW CORNER OF CONCRETE COVER TO DRAIN
 FY3494'
 FY3494'45.0 FT S OF REFLECTOR POST
 FY3494'
 FY3494'222.0 FT E OF NE CORNER OF CONCRETE COVER TO DRAIN
 FY3494'
 FY3494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5227 ***********************************************************************
 FX5227  DESIGNATION -  AREA
 FX5227  PID         -  FX5227
 FX5227  STATE/COUNTY-  NC/BERTIE
 FX5227  USGS QUAD   -  KELFORD (1973)
 FX5227
 FX5227                         *CURRENT SURVEY CONTROL
 FX5227  ___________________________________________________________________
 FX5227* NAD 83(2001)-  36 07 38.83727(N)    077 10 10.95665(W)     ADJUSTED  
 FX5227* NAVD 88     -        21.11   (+/-2cm)      69.3    (feet)  VERTCON   
 FX5227  ___________________________________________________________________
 FX5227  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FX5227  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 FX5227  HORZ ORDER  -  SECOND
 FX5227  VERT ORDER  -  THIRD ? (See Below)
 FX5227
 FX5227.The horizontal coordinates were established by classical geodetic methods
 FX5227.and adjusted by the National Geodetic Survey in August 2005.
 FX5227
 FX5227.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX5227.The vertical order pertains to the NGVD 29 superseded value.
 FX5227
 FX5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5227
 FX5227.The geoid height was determined by GEOID03.
 FX5227
 FX5227;                    North         East     Units Scale Factor Converg.
 FX5227;SPC NC       -   265,261.557   774,349.849   MT  0.99998929   +1 03 23.0
 FX5227;SPC NC       -   870,278.96  2,540,512.80   sFT  0.99998929   +1 03 23.0
 FX5227;UTM  18      - 4,000,265.453   304,749.976   MT  1.00006975   -1 16 46.7
 FX5227
 FX5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5227!SPC NC       -   1.00000221  x   0.99998929  =   0.99999150
 FX5227!UTM  18      -   1.00000221  x   1.00006975  =   1.00007196
 FX5227
 FX5227                          SUPERSEDED SURVEY CONTROL
 FX5227
 FX5227  NAD 83(1993)-  36 07 38.84447(N)    077 10 10.96282(W) AD(       ) 2
 FX5227  NAD 83(1986)-  36 07 38.84734(N)    077 10 10.96880(W) AD(       ) 2
 FX5227  NGVD 29 (01/18/91)   21.46   (m)           70.4    (f) LEVELING    3  
 FX5227
 FX5227.Superseded values are not recommended for survey control.
 FX5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5227.See file dsdata.txt to determine how the superseded data were derived.
 FX5227
 FX5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0475000265(NAD 83)
 FX5227_MARKER: DE = TRAVERSE STATION DISK
 FX5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5227_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5227+STABILITY: SURFACE MOTION
 FX5227
 FX5227  HISTORY     - Date     Condition        Report By
 FX5227  HISTORY     - 1980     MONUMENTED       NCGS
 FX5227  HISTORY     - 1985     GOOD             USPSQD
 FX5227
 FX5227                          STATION DESCRIPTION
 FX5227
 FX5227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5227'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE NORTHEAST OF LEWISTON.
 FX5227'
 FX5227'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN
 FX5227'LEWISTON, PROCEED NORTHEAST ALONG NC 11-42 FOR 0.35 MILES TO A STATION
 FX5227'ON THE RIGHT, OPPOSITE THE ENTRANCE TO SR 1145, AT A DRIVE TO A BRICK
 FX5227'HOUSE AND ON PROLONGATION OF THE CENTERLINE OF SR 1145.
 FX5227'
 FX5227'STATION MARK IS A STANDARD DISK STAMPED---AREA 1980---, SET IN THE TOP
 FX5227'OF A 10 INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND
 FX5227'SURFACE.  THE MARK IS 98.2 FEET SOUTHEAST OF THE CENTERLINE OF A
 FX5227'HIGHWAY, 12.2 FEET NORTHEAST OF THE CENTERLINE OF A DRIVE, 55.7 FEET
 FX5227'EAST OF THE SOUTH END OF A CULVERT UNDER A DRIVE, 40.3 FEET WEST OF
 FX5227'AN END FENCE POST WITH REFERENCE TAG AND 65.3 FEET NORTH OF AN END
 FX5227'FENCE POST WITH REFERENCE TAG.
 FX5227
 FX5227                          STATION RECOVERY (1985)
 FX5227
 FX5227'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX5227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1797 ***********************************************************************
 EA1797  DESIGNATION -  ARENDELL
 EA1797  PID         -  EA1797
 EA1797  STATE/COUNTY-  NC/CARTERET
 EA1797  USGS QUAD   -  BEAUFORT (1987)
 EA1797
 EA1797                         *CURRENT SURVEY CONTROL
 EA1797  ___________________________________________________________________
 EA1797* NAD 83(2001)-  34 43 21.96485(N)    076 43 52.51336(W)     ADJUSTED  
 EA1797* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 EA1797  ___________________________________________________________________
 EA1797  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EA1797  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1797  HORZ ORDER  -  SECOND
 EA1797
 EA1797.The horizontal coordinates were established by classical geodetic methods
 EA1797.and adjusted by the National Geodetic Survey in August 2005.
 EA1797
 EA1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1797
 EA1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1797
 EA1797.The geoid height was determined by GEOID03.
 EA1797
 EA1797;                    North         East     Units Scale Factor Converg.
 EA1797;SPC NC       -   110,284.562   817,371.252   MT  0.99991492   +1 18 34.0
 EA1797;SPC NC       -   361,825.27  2,681,658.85   sFT  0.99991492   +1 18 34.0
 EA1797;UTM  18      - 3,843,664.199   341,480.718   MT  0.99990972   -0 59 10.8
 EA1797
 EA1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1797!SPC NC       -   1.00000514  x   0.99991492  =   0.99992006
 EA1797!UTM  18      -   1.00000514  x   0.99990972  =   0.99991486
 EA1797
 EA1797:                Primary Azimuth Mark                     Grid Az
 EA1797:SPC NC       -  HOWARD                                   093 52 12.0
 EA1797:UTM  18      -  HOWARD                                   096 09 56.8
 EA1797
 EA1797|---------------------------------------------------------------------|
 EA1797| PID    Reference Object                     Distance      Geod. Az  |
 EA1797|                                                           dddmmss.s |
 EA1797| EA1858 HOWARD                              APPROX. 0.9 KM 0951046.0 |
 EA1797| EA1840 EDWIN                               144.248 METERS 09533     |
 EA1797| EA0119 PARK                                201.473 METERS 18453     |
 EA1797|---------------------------------------------------------------------|
 EA1797
 EA1797                          SUPERSEDED SURVEY CONTROL
 EA1797
 EA1797  NAD 83(1986)-  34 43 21.97559(N)    076 43 52.52083(W) AD(       ) 2
 EA1797  NAD 27      -  34 43 21.39530(N)    076 43 53.76264(W) AD(       ) 2
 EA1797  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG    3  
 EA1797
 EA1797.Superseded values are not recommended for survey control.
 EA1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1797.See file dsdata.txt to determine how the superseded data were derived.
 EA1797
 EA1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4148143664(NAD 83)
 EA1797_MARKER: DE = TRAVERSE STATION DISK
 EA1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1797_STAMPING: ARENDELL 1968
 EA1797_MARK LOGO: NCGS  
 EA1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1797+STABILITY: SURFACE MOTION
 EA1797
 EA1797  HISTORY     - Date     Condition        Report By
 EA1797  HISTORY     - 1968     MONUMENTED       NCGS
 EA1797  HISTORY     - 1973     GOOD             NGS
 EA1797  HISTORY     - 20030202 MARK NOT FOUND   USPSQD
 EA1797  HISTORY     - 20041019 GOOD             USPSQD
 EA1797
 EA1797                          STATION DESCRIPTION
 EA1797
 EA1797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA1797'ARENDELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1797'THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA1797'
 EA1797'ARENDELL IS LOCATED APPROXIMATELY 0.9 MILES WEST OF THE CENTER OF
 EA1797'MOREHEAD CITY.  STATION IS IN MOREHEAD CITY AT THE INTERSECTION OF
 EA1797'21ST ST. AND ARENDELL ST., AT THE NORTHWEST QUADRANT OF
 EA1797'INTERSECTION OF EAST BOUND LANE WITH 21ST ST., BETWEEN ATLANTIC AND
 EA1797'EAST CAROLINA RR AND ARENDELL ST.
 EA1797'
 EA1797'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1797'ARENDELL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1797'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1797'
 EA1797'MARK IS--
 EA1797'
 EA1797'28.2 FT W C/L OF INTERSECTION OF RR AND 21ST ST.
 EA1797'
 EA1797'5.8 FT S OF S RAIL OF RR TRACKS.
 EA1797'
 EA1797'31.0 FT SW OF MANHOLE COVER ON SOUTH SIDE OF W BOUND LANE.
 EA1797'
 EA1797'60.0 FT S OF TP 107 WITH ALUMINUM REF. TAG IN NW QUADRANT OF
 EA1797'INTERSECTION OF 21ST ST. AND W BOUND LANE.
 EA1797'
 EA1797'50.2 FT NE OF FIRE HYDRANT IN SW QUADRANT OF INTERSECTION OF 21ST
 EA1797'ST. AND SE BOUND LANE.
 EA1797
 EA1797                          STATION RECOVERY (1973)
 EA1797
 EA1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 EA1797'STATION WAS RECOVERED AS DESCRIBED IN 1968 RECOVERY NOTE BY CBM.
 EA1797
 EA1797                          STATION RECOVERY (2003)
 EA1797
 EA1797'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1797'MARK NOT FOUND.
 EA1797
 EA1797                          STATION RECOVERY (2004)
 EA1797
 EA1797'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1845 ***********************************************************************
 EZ1845  DESIGNATION -  ARENDELL NCGS
 EZ1845  PID         -  EZ1845
 EZ1845  STATE/COUNTY-  NC/WAKE
 EZ1845  USGS QUAD   -  ZEBULON (1981)
 EZ1845
 EZ1845                         *CURRENT SURVEY CONTROL
 EZ1845  ___________________________________________________________________
 EZ1845* NAD 83(2001)-  35 49 27.96649(N)    078 18 52.66767(W)     ADJUSTED  
 EZ1845* NAVD 88     -        98.121  (meters)     321.92   (feet)  ADJUSTED  
 EZ1845  ___________________________________________________________________
 EZ1845  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EZ1845  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EZ1845  DYNAMIC HT  -          98.034 (meters)     321.63  (feet)  COMP
 EZ1845  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 EZ1845
 EZ1845  HORZ ORDER  -  SECOND
 EZ1845  VERT ORDER  -  SECOND    CLASS I
 EZ1845
 EZ1845.The horizontal coordinates were established by classical geodetic methods
 EZ1845.and adjusted by the National Geodetic Survey in August 2005.
 EZ1845
 EZ1845.The orthometric height was determined by differential leveling
 EZ1845.and adjusted in June 1991.
 EZ1845
 EZ1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1845
 EZ1845.The geoid height was determined by GEOID03.
 EZ1845
 EZ1845.The dynamic height is computed by dividing the NAVD 88
 EZ1845.geopotential number by the normal gravity value computed on the
 EZ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1845.degrees latitude (g = 980.6199 gals.).
 EZ1845
 EZ1845.The modeled gravity was interpolated from observed gravity values.
 EZ1845
 EZ1845;                    North         East     Units Scale Factor Converg.
 EZ1845;SPC NC       -   230,335.455   671,528.097   MT  0.99992243   +0 23 44.1
 EZ1845;SPC NC       -   755,692.24  2,203,171.76   sFT  0.99992243   +0 23 44.1
 EZ1845;UTM  17      - 3,967,804.850   742,589.528   MT  1.00032523   +1 34 21.1
 EZ1845
 EZ1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1845!SPC NC       -   0.99998994  x   0.99992243  =   0.99991237
 EZ1845!UTM  17      -   0.99998994  x   1.00032523  =   1.00031517
 EZ1845
 EZ1845|---------------------------------------------------------------------|
 EZ1845| PID    Reference Object                     Distance      Geod. Az  |
 EZ1845|                                                           dddmmss.s |
 EZ1845| EZ1847 GILL                                306.439 METERS 06456     |
 EZ1845| EZ2386 TART 2                              APPROX. 1.2 KM 3305849.0 |
 EZ1845|---------------------------------------------------------------------|
 EZ1845
 EZ1845                          SUPERSEDED SURVEY CONTROL
 EZ1845
 EZ1845  NAD 83(1986)-  35 49 27.97292(N)    078 18 52.67844(W) AD(       ) 2
 EZ1845  NAD 27      -  35 49 27.41857(N)    078 18 53.68047(W) AD(       ) 2
 EZ1845  NGVD 29 (??/??/92)   98.405  (m)          322.85   (f) ADJ UNCH    2 1
 EZ1845
 EZ1845.Superseded values are not recommended for survey control.
 EZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1845.See file dsdata.txt to determine how the superseded data were derived.
 EZ1845
 EZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4259067805(NAD 83)
 EZ1845_MARKER: DE = TRAVERSE STATION DISK
 EZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1845_STAMPING: ARENDELL 1969
 EZ1845_MARK LOGO: NCGS  
 EZ1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1845+STABILITY: SURFACE MOTION
 EZ1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1845+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 EZ1845
 EZ1845  HISTORY     - Date     Condition        Report By
 EZ1845  HISTORY     - 1969     MONUMENTED       NCGS
 EZ1845  HISTORY     - 1976     GOOD             NCGS
 EZ1845  HISTORY     - 1976     GOOD             NCGS
 EZ1845  HISTORY     - 1978     GOOD             NCGS
 EZ1845  HISTORY     - 1980     GOOD             NCGS
 EZ1845  HISTORY     - 1987     GOOD             USPSQD
 EZ1845  HISTORY     - 19950321 GOOD             GEOMET
 EZ1845  HISTORY     - 20050425 GOOD             USPSQD
 EZ1845  HISTORY     - 20070216 GOOD             GEOCAC
 EZ1845
 EZ1845                          STATION DESCRIPTION
 EZ1845
 EZ1845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ1845'ARENDELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1845'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ1845'
 EZ1845'ARENDELL IS LOCATED APPROXIMATELY IN THE CENTER OF
 EZ1845'ZEBULON.  STATION IS IN THE NORTHEAST QUADRANT OF INTERSECTION OF
 EZ1845'U.S. 64, U.S. 264, NC 97 AND NC 96, BETWEEN CURB AND SIDEWALK.
 EZ1845'
 EZ1845'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1845'ARENDELL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1845'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1845'
 EZ1845'MARK IS
 EZ1845'
 EZ1845'1.0 FT ENE OF CURB ON E SIDE OF NC 96
 EZ1845'
 EZ1845'1.6 FT WSW OF SIDEWALK ON E SIDE OF NC 96
 EZ1845'
 EZ1845'4.7 FT S OF TP W/LAMP, AND WITH ALUMINUM REF. TAG
 EZ1845'
 EZ1845'38.8 FT SSW OF S PILLAR OF BRICK STEPS OF ZEBULON BAPTIST CHURCH
 EZ1845'
 EZ1845'7.8 FT NNW OF E. CANNON AND N. ARENDELL AVE. STREET MARKER
 EZ1845'
 EZ1845'20.8 FT NW OF BRACE POLE FOR STOP LIGHTS, AND WITH ALUMINUM
 EZ1845'REF. TAG
 EZ1845
 EZ1845                          STATION RECOVERY (1976)
 EZ1845
 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 EZ1845'STATION RECOVERED IN GOOD CONDITION.
 EZ1845
 EZ1845                          STATION RECOVERY (1976)
 EZ1845
 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ1845'IN ZEBULON.
 EZ1845'STATION IS LOCATED IN CENTER OF TOWN, IN NORTHERNMOST QUADRANT OF
 EZ1845'INTERSECTION OF US 64 BUSINESS (GANNON AVE.) AND NC 96 (ARENDELL AVE.)
 EZ1845'BETWEEN CURB AND SIDEWALK.  1.0 FT. ENE OF CURB ON EAST SIDE OF NC 96,
 EZ1845'1.6 FT. WSW OF SIDEWALK ON EAST SIDE OF NC 96, 50.0 FT. N OF CENTER OF
 EZ1845'MANHOLE COVER IN CENTER OF INTERSECTION, 4.7 FT. S OF TP WITH LAMP AND
 EZ1845'ALUMINUM REF. TAG, 38.8 FT. SSW OF SOUTH PILLAR OF BRICK STEPS OF
 EZ1845'ZEBULON BAPTIST CHURCH, 34.5 FT. SW OF WEST END OF BRICK CHURCH SIGN,
 EZ1845'24.0 FT. WNW OF E. GANNON AND N. ARENDELL AVE. STREET MARKER (METAL)
 EZ1845'AND 20.1 FT. NW OF BRACE POLE FOR STOP LIGHTS AND WITH ALUMINUM REF.
 EZ1845'TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE
 EZ1845'GROUND.
 EZ1845
 EZ1845                          STATION RECOVERY (1978)
 EZ1845
 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1845'RECOVERED IN GOOD CONDITION.
 EZ1845
 EZ1845                          STATION RECOVERY (1980)
 EZ1845
 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EZ1845'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ1845
 EZ1845                          STATION RECOVERY (1987)
 EZ1845
 EZ1845'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ1845'RECOVERED IN GOOD CONDITION.
 EZ1845
 EZ1845                          STATION RECOVERY (1995)
 EZ1845
 EZ1845'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (LGW)
 EZ1845'UNSUITABLE FOR GPS MULTIPLE ROAD SIGN AND POWER POLE ON NE SIDE
 EZ1845'POSSIBLE MULTIPATH W/GPS.
 EZ1845
 EZ1845                          STATION RECOVERY (2005)
 EZ1845
 EZ1845'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ1845'N 35 49.464
 EZ1845'W 078 18.879
 EZ1845
 EZ1845                          STATION RECOVERY (2007)
 EZ1845
 EZ1845'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4928 ***********************************************************************
 AH4928  DESIGNATION -  ARGUS
 AH4928  PID         -  AH4928
 AH4928  STATE/COUNTY-  NC/JOHNSTON
 AH4928  USGS QUAD   -  PRINCETON (1974)
 AH4928
 AH4928                         *CURRENT SURVEY CONTROL
 AH4928  ___________________________________________________________________
 AH4928* NAD 83(2001)-  35 28 04.43445(N)    078 11 45.52621(W)     ADJUSTED  
 AH4928* NAVD 88     -        46.3    (meters)     152.     (feet)  VERT ANG  
 AH4928  ___________________________________________________________________
 AH4928  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AH4928  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AH4928  HORZ ORDER  -  SECOND
 AH4928
 AH4928.The horizontal coordinates were established by classical geodetic methods
 AH4928.and adjusted by the National Geodetic Survey in August 2005.
 AH4928
 AH4928.The orthometric height was determined by vertical angle observations.
 AH4928
 AH4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4928
 AH4928.The geoid height was determined by GEOID03.
 AH4928
 AH4928;                    North         East     Units Scale Factor Converg.
 AH4928;SPC NC       -   190,862.597   682,568.944   MT  0.99987968   +0 27 50.6
 AH4928;SPC NC       -   626,188.37  2,239,394.94   sFT  0.99987968   +0 27 50.6
 AH4928;UTM  17      - 3,928,547.581   754,439.900   MT  1.00039788   +1 37 40.4
 AH4928
 AH4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4928!SPC NC       -   0.99999815  x   0.99987968  =   0.99987783
 AH4928!UTM  17      -   0.99999815  x   1.00039788  =   1.00039603
 AH4928
 AH4928                          SUPERSEDED SURVEY CONTROL
 AH4928
 AH4928  NAD 83(1986)-  35 28 04.44086(N)    078 11 45.53458(W) AD(       ) 2
 AH4928
 AH4928.Superseded values are not recommended for survey control.
 AH4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4928.See file dsdata.txt to determine how the superseded data were derived.
 AH4928
 AH4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5444028548(NAD 83)
 AH4928_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4928_STAMPING: ARGUS 1985
 AH4928_MARK LOGO: NCGS  
 AH4928_PROJECTION: FLUSH
 AH4928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4928+STABILITY: SURFACE MOTION
 AH4928
 AH4928  HISTORY     - Date     Condition        Report By
 AH4928  HISTORY     - 1985     MONUMENTED       NCGS
 AH4928  HISTORY     - 19850808 GOOD             NCGS
 AH4928
 AH4928                          STATION DESCRIPTION
 AH4928
 AH4928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4928'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) WEST OF PRINCETON. ALONG US
 AH4928'70 FOR 1.7 KM (1.05 MI) WEST FROM EASTBOUND US 70A, AT THE
 AH4928'Y-INTERSECTION WITH SR 2522, AND IN THE NORTHEAST CORNER OF A YARD.
 AH4928'MARK IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH HIGHWAY.  LOCATED
 AH4928'19.6 M (64.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 M (4.9
 AH4928'FT) SOUTH OF THE WEST END OF A DRIVEWAY CULVERT, 5.4 M (17.7 FT)
 AH4928'WEST-NORTHWEST OF THE EAST END OF A DRIVEWAY CULVERT, 45.6 M (149.6
 AH4928'FT) NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE, AND 19.8 M (65.0 FT)
 AH4928'EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG.
 AH4928
 AH4928                          STATION RECOVERY (1985)
 AH4928
 AH4928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6533 ***********************************************************************
 EZ6533  DESIGNATION -  ARGYLE
 EZ6533  PID         -  EZ6533
 EZ6533  STATE/COUNTY-  NC/WAKE
 EZ6533  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6533
 EZ6533                         *CURRENT SURVEY CONTROL
 EZ6533  ___________________________________________________________________
 EZ6533* NAD 83(2001)-  35 48 56.49897(N)    078 39 12.66368(W)     ADJUSTED  
 EZ6533* NAVD 88     -       105.5    (meters)     346.     (feet)  VERTCON   
 EZ6533  ___________________________________________________________________
 EZ6533  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 EZ6533  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 EZ6533  HORZ ORDER  -  SECOND
 EZ6533
 EZ6533.The horizontal coordinates were established by classical geodetic methods
 EZ6533.and adjusted by the National Geodetic Survey in August 2005.
 EZ6533
 EZ6533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6533
 EZ6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6533
 EZ6533.The geoid height was determined by GEOID03.
 EZ6533
 EZ6533;                    North         East     Units Scale Factor Converg.
 EZ6533;SPC NC       -   229,206.535   640,911.332   MT  0.99992092   +0 11 59.9
 EZ6533;SPC NC       -   751,988.44  2,102,723.26   sFT  0.99992092   +0 11 59.9
 EZ6533;UTM  17      - 3,966,047.626   711,992.697   MT  1.00015381   +1 22 25.1
 EZ6533
 EZ6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6533!SPC NC       -   0.99998859  x   0.99992092  =   0.99990951
 EZ6533!UTM  17      -   0.99998859  x   1.00015381  =   1.00014240
 EZ6533
 EZ6533                          SUPERSEDED SURVEY CONTROL
 EZ6533
 EZ6533  NAD 83(1986)-  35 48 56.50244(N)    078 39 12.67257(W) AD(       ) 2
 EZ6533  NGVD 29 (12/28/92)  105.7    (m)          347.     (f) VERT ANG    3  
 EZ6533
 EZ6533.Superseded values are not recommended for survey control.
 EZ6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6533.See file dsdata.txt to determine how the superseded data were derived.
 EZ6533
 EZ6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1199366048(NAD 83)
 EZ6533_MARKER: DE = TRAVERSE STATION DISK
 EZ6533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ6533_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6533+STABILITY: SURFACE MOTION
 EZ6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6533+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2008
 EZ6533
 EZ6533  HISTORY     - Date     Condition        Report By
 EZ6533  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6533  HISTORY     - 20051212 GOOD             USPSQD
 EZ6533  HISTORY     - 20081231 GOOD             GEOCAC
 EZ6533
 EZ6533                          STATION DESCRIPTION
 EZ6533
 EZ6533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6533'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 EZ6533'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH.
 EZ6533'
 EZ6533'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND
 EZ6533'US 64 GO SOUTHEAST FOR 2.9 KM (1.8 MI) ON GLENWOOD AVENUE TO THE
 EZ6533'STATION IN THE
 EZ6533'EAST QUADRANT OF THE ARGYLE STREET INTERSECTION IN THE CURB.
 EZ6533'
 EZ6533'THE STATION IS A STANDARD NCGS DISK
 EZ6533'STAMPED---ARGYLE 1983---,
 EZ6533'SET INTO DRILLED HOLE
 EZ6533'11.09 METERS (36.4 FT) NORTHEAST FROM THE CENTERLINE OF NORTHWEST
 EZ6533'BOUND LANES OF GLENWOOD AVENUE,
 EZ6533'6.46 METERS (21.2 FT) SOUTH FROM THE CENTERLINE OF ARGYLE DRIVE,
 EZ6533'4.30 METERS (14.1 FT) EAST-NORTHEAST FROM A WATER VALVE CAP AND
 EZ6533'26.82 METERS (88.0 FT) WEST-NORTHWEST FROM THE WEST CORNER OF N.C.
 EZ6533'MERCHANTS ASSOCIATION OFFICE BUILDING.
 EZ6533'
 EZ6533'THE MARK IS 2-1/2 FEET BELOW THE LEVEL OF THE AVENUE.
 EZ6533
 EZ6533                          STATION RECOVERY (2005)
 EZ6533
 EZ6533'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6533'RECOVERED IN GOOD CONDITION.
 EZ6533
 EZ6533                          STATION RECOVERY (2008)
 EZ6533
 EZ6533'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ6533'RECOVERED AS DESCRIBED. THE  BUILDING CURRENTLY IS OCCUPIED BY THE
 EZ6533'WHITLEY LAW FIRM. ADD THAT MARK IS 24 FEET WEST OF A 16-INCH OAK WITH
 EZ6533'ALUMINUM REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3782 ***********************************************************************
 EB3782  DESIGNATION -  ARK
 EB3782  PID         -  EB3782
 EB3782  STATE/COUNTY-  NC/ROBESON
 EB3782  USGS QUAD   -  MAXTON (1982)
 EB3782
 EB3782                         *CURRENT SURVEY CONTROL
 EB3782  ___________________________________________________________________
 EB3782* NAD 83(2001)-  34 42 49.58159(N)    079 21 00.73161(W)     ADJUSTED  
 EB3782* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 EB3782  ___________________________________________________________________
 EB3782  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 EB3782  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EB3782  HORZ ORDER  -  SECOND
 EB3782
 EB3782.The horizontal coordinates were established by classical geodetic methods
 EB3782.and adjusted by the National Geodetic Survey in August 2005.
 EB3782
 EB3782.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3782
 EB3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3782
 EB3782.The geoid height was determined by GEOID03.
 EB3782
 EB3782;                    North         East     Units Scale Factor Converg.
 EB3782;SPC NC       -   106,969.006   577,523.634   MT  0.99991637   -0 12 07.7
 EB3782;SPC NC       -   350,947.48  1,894,758.79   sFT  0.99991637   -0 12 07.7
 EB3782;UTM  17      - 3,842,541.149   651,076.435   MT  0.99988132   +0 56 22.9
 EB3782
 EB3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3782!SPC NC       -   0.99999618  x   0.99991637  =   0.99991255
 EB3782!UTM  17      -   0.99999618  x   0.99988132  =   0.99987750
 EB3782
 EB3782                          SUPERSEDED SURVEY CONTROL
 EB3782
 EB3782  NAD 83(1986)-  34 42 49.59422(N)    079 21 00.73371(W) AD(       ) 2
 EB3782  NGVD 29 (04/22/91)   57.3    (m)          188.     (f) VERT ANG    3  
 EB3782
 EB3782.Superseded values are not recommended for survey control.
 EB3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3782.See file dsdata.txt to determine how the superseded data were derived.
 EB3782
 EB3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5107642541(NAD 83)
 EB3782_MARKER: DE = TRAVERSE STATION DISK
 EB3782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3782_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3782+STABILITY: SURFACE MOTION
 EB3782
 EB3782  HISTORY     - Date     Condition        Report By
 EB3782  HISTORY     - 1977     MONUMENTED       NCGS
 EB3782
 EB3782                          STATION DESCRIPTION
 EB3782
 EB3782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3782'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF MAXTON AND
 EB3782'5.2 MILES NORTH OF RAEMON.
 EB3782'
 EB3782'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 IN MAXTON,
 EB3782'PROCEED SOUTHWEST ALONG NC 130 FOR 1.6 MILES TO STATION ON LEFT BY THE
 EB3782'ARK ANTIQUE SIGN AND AT A FIELD ENTRANCE AT CORNER OF WOODS AND
 EB3782'APPROXIMATELY 250 FEET NORTH OF SR 1121 EAST.
 EB3782'
 EB3782'STATION MARK IS A STANDARD DISK STAMPED---ARK 1977---SET IN THE TOP
 EB3782'OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND SURFACE.
 EB3782'THE MARK IS 57.8 FEET EAST OF CENTERLINE OF NC 130, 5.6 FEET EAST OF
 EB3782'TELEPHONE POLE WITH REFERENE TAG, 35.0 FEET SOUTH-SOUTHEAST OF A 12
 EB3782'INCH PINE WITH REFERENCE TAG, 36.7 FEET SOUTHEAST OF A 16 INCH OAK
 EB3782'WITH REFERENCE TAG AND 13.0 FEET EAST OF LEG OF SIGN WITH REFERENCE
 EB3782'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0313 ***********************************************************************
 EX0313  DESIGNATION -  ARKIN
 EX0313  PID         -  EX0313
 EX0313  STATE/COUNTY-  NC/DARE
 EX0313  USGS QUAD   -  LITTLE KINNAKEET (1983)
 EX0313
 EX0313                         *CURRENT SURVEY CONTROL
 EX0313  ___________________________________________________________________
 EX0313* NAD 83(2001)-  35 27 56.70107(N)    075 29 00.36327(W)     ADJUSTED  
 EX0313* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 EX0313  ___________________________________________________________________
 EX0313  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EX0313  GEOID HEIGHT-         -38.81  (meters)                     GEOID03
 EX0313  HORZ ORDER  -  SECOND
 EX0313
 EX0313.The horizontal coordinates were established by classical geodetic methods
 EX0313.and adjusted by the National Geodetic Survey in August 2005.
 EX0313
 EX0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0313
 EX0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0313
 EX0313.The geoid height was determined by GEOID03.
 EX0313
 EX0313;                    North         East     Units Scale Factor Converg.
 EX0313;SPC NC       -   195,981.068   928,687.275   MT  0.99987954   +2 01 46.8
 EX0313;SPC NC       -   642,981.22  3,046,868.17   sFT  0.99987954   +2 01 46.8
 EX0313;UTM  18      - 3,924,802.360   456,137.075   MT  0.99962371   -0 16 49.8
 EX0313
 EX0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0313!SPC NC       -   1.00000581  x   0.99987954  =   0.99988535
 EX0313!UTM  18      -   1.00000581  x   0.99962371  =   0.99962952
 EX0313
 EX0313:                Primary Azimuth Mark                     Grid Az
 EX0313:SPC NC       -  ROUTE 1001 MP 27.5                       002 11 04.9
 EX0313:UTM  18      -  ROUTE 1001 MP 27.5                       004 29 41.5
 EX0313
 EX0313|---------------------------------------------------------------------|
 EX0313| PID    Reference Object                     Distance      Geod. Az  |
 EX0313|                                                           dddmmss.s |
 EX0313| EX0831 ROUTE 1001 MP 27.5                                 0041251.7 |
 EX0313| EX0704 ARKIN RM 1                           19.920 METERS 00704     |
 EX0313| EX0316 LITTLE KINNAKEET LS STA CUPOLA      APPROX. 6.7 KM 1855036.6 |
 EX0313| EX0832 ROUTE 1001 MP 28.0                   22.335 METERS 27011     |
 EX0313|---------------------------------------------------------------------|
 EX0313
 EX0313                          SUPERSEDED SURVEY CONTROL
 EX0313
 EX0313  NAD 83(1986)-  35 27 56.71481(N)    075 29 00.36979(W) AD(       ) 2
 EX0313  NAD 27      -  35 27 56.06824(N)    075 29 01.81084(W) AD(       ) 2
 EX0313  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG    3  
 EX0313
 EX0313.Superseded values are not recommended for survey control.
 EX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0313.See file dsdata.txt to determine how the superseded data were derived.
 EX0313
 EX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5613724802(NAD 83)
 EX0313_MARKER: DS = TRIANGULATION STATION DISK
 EX0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EX0313_STAMPING: ARKIN 1962
 EX0313_MARK LOGO: CGS   
 EX0313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0313+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0313
 EX0313  HISTORY     - Date     Condition        Report By
 EX0313  HISTORY     - 1962     MONUMENTED       CGS
 EX0313  HISTORY     - 1962     GOOD             CGS
 EX0313  HISTORY     - 1975     GOOD             NGS
 EX0313  HISTORY     - 19850101 GOOD             NCGS
 EX0313  HISTORY     - 1990     GOOD             USPSQD
 EX0313  HISTORY     - 19900820 GOOD             NOS
 EX0313  HISTORY     - 20030821 GOOD             USPSQD
 EX0313
 EX0313                          STATION DESCRIPTION
 EX0313
 EX0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0313'STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF THE VILLAGE OF
 EX0313'SALVO, ABOUT 7.8 MILES NORTH OF AVON AND ON THE EAST SIDE OF
 EX0313'STATE HIGHWAY 1001.  STATION IS 159 FEET EAST OF THE CENTER LINE
 EX0313'OF HIGHWAY 1001 AND 14.8 FEET NORTH OF A METAL WITNESS POST AND
 EX0313'SIGN.  THE MARK IS A STANDARD DISK, CLAMPED TO THE TOP OF A
 EX0313'COPPER WELD ROD WHICH IS DRIVEN THROUGH A 2-1/2 INCH GALVANIZED
 EX0313'PIPE TO A DEPTH OF 24 FEET.  THE DISK PROJECTS 3-1/2 INCHES AND
 EX0313'IS STAMPED ARKIN 1962.
 EX0313'
 EX0313'TO REACH FROM THE SMALL VILLAGE OF SALVO, GO SOUTH ON STATE
 EX0313'HIGHWAY 1001 FOR 4.6 MILES TO AZIMUTH MARK ON LEFT (EAST) SIDE OF
 EX0313'ROAD, CONTINUE SOUTH ON HIGHWAY 1001 FOR 0.2 MILE TO A PAVED
 EX0313'PARKING AREA ON THE LEFT, CONTINUE SOUTH OF 0.25 MILE TO STATION
 EX0313'ON LEFT (EAST) SIDE OF HIGHWAY.
 EX0313'
 EX0313'REFERENCE MARK NO. 1 IS 162 FEET EAST OF THE CENTER LINE OF
 EX0313'HIGHWAY 1001 AND 80.0 FEET NORTH OF A METAL WITNESS POST AND
 EX0313'SIGN.  THE MARK IS A STANDARD DISK, CLAMPED TO THE TOP OF A
 EX0313'COPPER WELD ROD WHICH IS DRIVEN THROUGH A 2-1/2 INCH GALVANIZED
 EX0313'PIPE TO A DEPTH OF 24 FEET.  THE DISK PROJECTS 3 INCHES AND IS
 EX0313'STAMPED ARKIN R.M. 1 1962.
 EX0313'
 EX0313'REFERENCE MARK NO. 2 IS 86 FEET EAST OF THE CENTER LINE OF HIGHWAY,
 EX0313'73.7 FEET WEST OF A METAL WITNESS POST AND SIGN AND 54 FEET
 EX0313'NORTHEAST OF A TELEPHONE POLE.  THE MARK IS A U.S. DEPARTMENT OF
 EX0313'INTERIOR, NATIONAL PARK SERVICE DISK, SET IN THE TOP OF A 6 INCH
 EX0313'ROUND CONCRETE POST WHICH PROJECTS 18 INCHES AND IS STAMPED
 EX0313'M.P. 28.0
 EX0313'
 EX0313'AZIMUTH MARK IS 81.5 FEET EAST OF THE CENTER LINE OF STATE
 EX0313'HIGHWAY 1001, 54.5 FEET NORTHEAST OF TELEPHONE POLE NO. 2 AND
 EX0313'104.8 FEET NORTHEAST OF TELEPHONE POLE NO. 3595.  THE MARK IS A
 EX0313'U.S. DEPARTMENT OF INTERIOR, NATIONAL PARK SERVICE DISK, SET IN
 EX0313'THE TOP OF A 6 INCH ROUND CONCRETE POST WHICH PROJECTS 18.0
 EX0313'INCHES AND IS STAMPED M.P. 27.5.
 EX0313'
 EX0313'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 2.93 METERS.
 EX0313
 EX0313                          STATION RECOVERY (1962)
 EX0313
 EX0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 EX0313'RECOVERED IN GOOD CONDITION.
 EX0313
 EX0313                          STATION RECOVERY (1975)
 EX0313
 EX0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0313'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 EX0313'
 EX0313'THE HIGHWAY NUMBER HAS BEEN CHANGED FROM 1001 TO STATE ROAD 12.
 EX0313
 EX0313                          STATION RECOVERY (1985)
 EX0313
 EX0313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0313'STATION, RM 1, RM 2, AND THE AZIMUTH MARK WERE ALL RECOVERED IN GOOD
 EX0313'CONDITION.  THE DISTANCE TO BOTH RM 1 AND 2 WERE FOUND TO BE CORRECT.
 EX0313'THE SALVO POST OFFICE HAS BEEN MOVED.  THE STATION MAY BE REACHED FROM
 EX0313'THE CLARKS BETHEL METHODIST CHURCH, IN SALVO COMMUNITY, BY PROCEEDING
 EX0313'SOUTH FOR 8.0 KM (4.95 MI) ABOUT 225 FEET (68.6 M) SOUTHEAST OF BENCH
 EX0313'MARK--T 193--AT MILEPOST 28. BOTH RM 1 AND 2 ARE GOOD AS DESCRIBED.
 EX0313'THE AZIMUTH MARK IS ALSO 63.09 M (206.99 FT) NORTHEAST OF A POWER POLE
 EX0313'(332).
 EX0313
 EX0313                          STATION RECOVERY (1990)
 EX0313
 EX0313'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0313'RECOVERED IN GOOD CONDITION.
 EX0313
 EX0313                          STATION RECOVERY (1990)
 EX0313
 EX0313'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 EX0313'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF RODANTHE, NC AND 8.0
 EX0313'MILES NORTH OF AVON, NC OF HATTERAS ISLAND JUST SOUTH OF GULL ISLAND
 EX0313'BAY.  THE STATION IS ON THE CAPE HATTERAS NATIONAL SEASHORE PROPERTY.
 EX0313'POINT OF CONTACT IS RANGER MIKE ANDERSON (919) 441-7425.
 EX0313'TO REACH THE STATION FROM THE SOUTH LIMITS OF RODANTHE, NC, GO SOUTH
 EX0313'ON NC HWY 12 FOR 9.1 MILES TO THE STATION ON THE LEFT, AND 400 M
 EX0313'(1312.3 FT) SOUTH OF A PARKING AREA AND BEACH ACCESS ROAD.  TO REACH
 EX0313'THE STATION FROM THE NORTH LIMITS OF AVON, NC GO NORTH ON NC HWY 12
 EX0313'FOR 8.0 MILES TO THE STATION ON THE RIGHT.
 EX0313'THE STATION IS A STANDARD DISK STAMPED---ARKIN 1962---AND SET IN
 EX0313'CONCRETE.  IT IS LOCATED APPROXIMATELY 100 M (328.1 FT) WEST OF THE
 EX0313'ATLANTIC OCEAN, 55 M (180.4 FT) WEST OF THE DUNE LINE, 48 M
 EX0313'(157.5 FT) EAST OF NC HWY 12, AND 0.45 M (1.5 FT) FROM A FIBERGLASS
 EX0313'WITNESS POST.
 EX0313
 EX0313                          STATION RECOVERY (2003)
 EX0313
 EX0313'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3895 ***********************************************************************
 EZ3895  DESIGNATION -  ARLEN
 EZ3895  PID         -  EZ3895
 EZ3895  STATE/COUNTY-  NC/RANDOLPH
 EZ3895  USGS QUAD   -  RAMSEUR (1980)
 EZ3895
 EZ3895                         *CURRENT SURVEY CONTROL
 EZ3895  ___________________________________________________________________
 EZ3895* NAD 83(2001)-  35 38 43.83416(N)    079 42 03.73706(W)     ADJUSTED  
 EZ3895* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 EZ3895  ___________________________________________________________________
 EZ3895  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EZ3895  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EZ3895  HORZ ORDER  -  SECOND
 EZ3895
 EZ3895.The horizontal coordinates were established by classical geodetic methods
 EZ3895.and adjusted by the National Geodetic Survey in August 2005.
 EZ3895
 EZ3895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3895
 EZ3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3895
 EZ3895.The geoid height was determined by GEOID03.
 EZ3895
 EZ3895;                    North         East     Units Scale Factor Converg.
 EZ3895;SPC NC       -   210,495.119   546,118.497   MT  0.99989614   -0 24 16.6
 EZ3895;SPC NC       -   690,599.40  1,791,723.77   sFT  0.99989614   -0 24 16.6
 EZ3895;UTM  17      - 3,945,408.365   617,597.306   MT  0.99977041   +0 45 25.5
 EZ3895
 EZ3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3895!SPC NC       -   0.99997841  x   0.99989614  =   0.99987455
 EZ3895!UTM  17      -   0.99997841  x   0.99977041  =   0.99974883
 EZ3895
 EZ3895|---------------------------------------------------------------------|
 EZ3895| PID    Reference Object                     Distance      Geod. Az  |
 EZ3895|                                                           dddmmss.s |
 EZ3895| EZ3894 WARREN                              242.972 METERS 09720     |
 EZ3895| EZ3896 BEANE                               APPROX. 0.7 KM 2731527.4 |
 EZ3895|---------------------------------------------------------------------|
 EZ3895
 EZ3895                          SUPERSEDED SURVEY CONTROL
 EZ3895
 EZ3895  NAD 83(1986)-  35 38 43.83941(N)    079 42 03.74529(W) AD(       ) 2
 EZ3895  NAD 27      -  35 38 43.34720(N)    079 42 04.64586(W) AD(       ) 2
 EZ3895  NGVD 29 (07/19/86)  168.2    (m)          552.     (f) VERT ANG    3  
 EZ3895
 EZ3895.Superseded values are not recommended for survey control.
 EZ3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3895.See file dsdata.txt to determine how the superseded data were derived.
 EZ3895
 EZ3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1759745408(NAD 83)
 EZ3895_MARKER: DE = TRAVERSE STATION DISK
 EZ3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3895_STAMPING: ARLEN 1975
 EZ3895_MARK LOGO: NCGS  
 EZ3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3895+STABILITY: SURFACE MOTION
 EZ3895
 EZ3895  HISTORY     - Date     Condition        Report By
 EZ3895  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3895
 EZ3895                          STATION DESCRIPTION
 EZ3895
 EZ3895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3895'ARLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3895'THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3895'
 EZ3895'ARLEN IS LOCATED APPROXIMATELY 4.9 MILES WEST OF COLERIDGE AND
 EZ3895'7.6 MILES ESE OF ASHEBORO.  TO REACH STATION FROM THE INTERSECTION
 EZ3895'OF NC 42 WITH SR 2911 AND SR 2611 CROSSROADS IN GRANTVILLE
 EZ3895'COMMUNITY, PROCEED EAST ALONG NC 42 FOR 0.7 MILE TO STATION ON
 EZ3895'THE LEFT ON SLOPE OF A BANK, APPROXIMATELY 175 FEET SOUTH OF
 EZ3895'J. ARLEN COBLE RESIDENCE, AND 0.3 MILE WEST OF INTERSECTION
 EZ3895'WITH SR 2908 (S).
 EZ3895'
 EZ3895'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3895'ARLEN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3895'WHICH IS 1 INCH BELOW THE GROUND AND ABOUT 2 FEET ABOVE HIGHWAY
 EZ3895'LEVEL.
 EZ3895'
 EZ3895'MARK IS 25.2 FT N OF C/L OF NC 42
 EZ3895'
 EZ3895'13.0 FT E OF C/L OF EASTERNMOST DRIVEWAY TO RESIDENCE
 EZ3895'
 EZ3895'37.4 FT SSE OF 14 INCH WHITE OAK WITH ALUMINUM REF. TAG
 EZ3895'
 EZ3895'76.4 FT SSW OF 20 INCH OAK WITH ALUMINUM REF. TAG
 EZ3895'
 EZ3895'182.5 FT SW OF POWER SERVICE POLE WITH TRANSFORMER AND WITH
 EZ3895'ALUMINUM REF. TAG
 EZ3895'
 EZ3895'197.2 FT W OF PP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0972 ***********************************************************************
 EA0972  DESIGNATION -  ARLENE
 EA0972  PID         -  EA0972
 EA0972  STATE/COUNTY-  NC/PENDER
 EA0972  USGS QUAD   -  BURGAW (1988)
 EA0972
 EA0972                         *CURRENT SURVEY CONTROL
 EA0972  ___________________________________________________________________
 EA0972* NAD 83(2001)-  34 35 19.41181(N)    077 53 23.08828(W)     ADJUSTED  
 EA0972* NAVD 88     -        10.530  (meters)      34.55   (feet)  ADJUSTED  
 EA0972  ___________________________________________________________________
 EA0972  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 EA0972  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 EA0972  DYNAMIC HT  -          10.520 (meters)      34.51  (feet)  COMP
 EA0972  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EA0972
 EA0972  HORZ ORDER  -  SECOND
 EA0972  VERT ORDER  -  SECOND    CLASS II
 EA0972
 EA0972.The horizontal coordinates were established by classical geodetic methods
 EA0972.and adjusted by the National Geodetic Survey in August 2005.
 EA0972
 EA0972.The orthometric height was determined by differential leveling
 EA0972.and adjusted in June 1991.
 EA0972
 EA0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0972
 EA0972.The geoid height was determined by GEOID03.
 EA0972
 EA0972.The dynamic height is computed by dividing the NAVD 88
 EA0972.geopotential number by the normal gravity value computed on the
 EA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0972.degrees latitude (g = 980.6199 gals.).
 EA0972
 EA0972.The modeled gravity was interpolated from observed gravity values.
 EA0972
 EA0972;                    North         East     Units Scale Factor Converg.
 EA0972;SPC NC       -    93,610.980   711,450.379   MT  0.99993906   +0 38 26.9
 EA0972;SPC NC       -   307,122.02  2,334,150.12   sFT  0.99993906   +0 38 26.9
 EA0972;UTM  18      - 3,831,232.074   234,952.982   MT  1.00046597   -1 38 29.1
 EA0972
 EA0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0972!SPC NC       -   1.00000407  x   0.99993906  =   0.99994313
 EA0972!UTM  18      -   1.00000407  x   1.00046597  =   1.00047005
 EA0972
 EA0972:                Primary Azimuth Mark                     Grid Az
 EA0972:SPC NC       -  SAUNDERS                                 050 25 20.3
 EA0972:UTM  18      -  SAUNDERS                                 052 42 16.3
 EA0972
 EA0972|---------------------------------------------------------------------|
 EA0972| PID    Reference Object                     Distance      Geod. Az  |
 EA0972|                                                           dddmmss.s |
 EA0972| EA1103 SAUNDERS                            APPROX. 0.7 KM 0510347.2 |
 EA0972|---------------------------------------------------------------------|
 EA0972
 EA0972                          SUPERSEDED SURVEY CONTROL
 EA0972
 EA0972  NAD 83(1986)-  34 35 19.41865(N)    077 53 23.10428(W) AD(       ) 2
 EA0972  NAD 27      -  34 35 18.82378(N)    077 53 24.14453(W) AD(       ) 2
 EA0972  NGVD 29 (??/??/92)   10.824  (m)           35.51   (f) ADJ UNCH    2 2
 EA0972
 EA0972.Superseded values are not recommended for survey control.
 EA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0972.See file dsdata.txt to determine how the superseded data were derived.
 EA0972
 EA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3495331232(NAD 83)
 EA0972_MARKER: DD = SURVEY DISK
 EA0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0972_STAMPING: ARLENE 1974
 EA0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0972+STABILITY: SURFACE MOTION
 EA0972
 EA0972  HISTORY     - Date     Condition        Report By
 EA0972  HISTORY     - 1974     MONUMENTED       NCGS
 EA0972  HISTORY     - 1975     GOOD             NCGS
 EA0972
 EA0972                          STATION DESCRIPTION
 EA0972
 EA0972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0972'ARLENE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0972'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0972'
 EA0972'ARLENE IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF BURGAW.  TO
 EA0972'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53
 EA0972'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 2.8
 EA0972'MILES TO STATION ON LEFT IN NORTHWEST SHOULDER AT THE END OF A
 EA0972'WOODS LINE MARKING A FIELD BOUNDARY, AND 0.35 MILE SOUTHWEST OF
 EA0972'INTERSECTION WITH SR 1504 (N).
 EA0972'
 EA0972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0972'ARLENE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0972'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0972'
 EA0972'MARK IS 18.3 FT NW OF C/L OF NC 53
 EA0972'
 EA0972'20.8 FT SE OF PP 16-46-7 WITH ALUMINUM REF. TAG
 EA0972'
 EA0972'27.3 FT E OF LARGER OF TWO TELEPHONE PEDESTALS
 EA0972'
 EA0972'57.1 FT S OF 8 INCH GUM TREE WITH ALUMINUM REF. TAG
 EA0972'
 EA0972'55.4 FT E OF 20 INCH PINE WITH ALUMINUM REF. TAG
 EA0972
 EA0972                          STATION RECOVERY (1975)
 EA0972
 EA0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0972'3.3 MI NE FROM BURGAW.
 EA0972'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0972'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 2.8 MILES
 EA0972'TO STATION ON LEFT IN NORTHWEST SHOULDER, AT THE END OF A WOODS LINE
 EA0972'MARKING A FIELD BOUNDARY, AND 0.35 MILE SOUTHWEST OF INTERSECTION WITH
 EA0972'SR 1504 (N).  18.3 FT. NW OF C/L OF NC 53, 20.8 FT. SE OF PP 16-46-7
 EA0972'WITH ALUMINUM REF. TAG, 27.3 FT. E OF LARGER OF 2 TELEPHONE PEDESTALS,
 EA0972'57.1 FT. S OF 8 INCH GUM WITH ALUMINUM REF. TAG AND 55.4 FT. E OF 20
 EA0972'INCH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 4
 EA0972'INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1684 ***********************************************************************
 FZ1684  DESIGNATION -  ARLENE
 FZ1684  PID         -  FZ1684
 FZ1684  STATE/COUNTY-  NC/YADKIN
 FZ1684  USGS QUAD   -  PINNACLE (1987)
 FZ1684
 FZ1684                         *CURRENT SURVEY CONTROL
 FZ1684  ___________________________________________________________________
 FZ1684* NAD 83(2001)-  36 15 21.79369(N)    080 29 43.57395(W)     ADJUSTED  
 FZ1684* NAVD 88     -       235.4    (meters)     772.     (feet)  VERTCON   
 FZ1684  ___________________________________________________________________
 FZ1684  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FZ1684  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FZ1684  HORZ ORDER  -  SECOND
 FZ1684
 FZ1684.The horizontal coordinates were established by classical geodetic methods
 FZ1684.and adjusted by the National Geodetic Survey in August 2005.
 FZ1684
 FZ1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1684
 FZ1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1684
 FZ1684.The geoid height was determined by GEOID03.
 FZ1684
 FZ1684;                    North         East     Units Scale Factor Converg.
 FZ1684;SPC NC       -   279,024.826   475,205.871   MT  1.00002617   -0 51 47.2
 FZ1684;SPC NC       -   915,433.95  1,559,071.26   sFT  1.00002617   -0 51 47.2
 FZ1684;UTM  17      - 4,012,467.206   545,327.763   MT  0.99962531   +0 17 54.2
 FZ1684
 FZ1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1684!SPC NC       -   0.99996831  x   1.00002617  =   0.99999448
 FZ1684!UTM  17      -   0.99996831  x   0.99962531  =   0.99959364
 FZ1684
 FZ1684|---------------------------------------------------------------------|
 FZ1684| PID    Reference Object                     Distance      Geod. Az  |
 FZ1684|                                                           dddmmss.s |
 FZ1684| FZ1710 WB 7                                277.664 METERS 00351     |
 FZ1684| FZ1704 WB 11                               161.671 METERS 14028     |
 FZ1684| FZ1752 WAYNE                               APPROX. 1.3 KM 3033005.1 |
 FZ1684|---------------------------------------------------------------------|
 FZ1684
 FZ1684                          SUPERSEDED SURVEY CONTROL
 FZ1684
 FZ1684  NAD 83(1993)-  36 15 21.80006(N)    080 29 43.58408(W) AD(       ) 2
 FZ1684  NAD 83(1986)-  36 15 21.80237(N)    080 29 43.58310(W) AD(       ) 2
 FZ1684  NAD 27      -  36 15 21.29876(N)    080 29 44.37762(W) AD(       ) 2
 FZ1684  NGVD 29 (07/19/86)  235.6    (m)          773.     (f) VERT ANG    3  
 FZ1684
 FZ1684.Superseded values are not recommended for survey control.
 FZ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1684.See file dsdata.txt to determine how the superseded data were derived.
 FZ1684
 FZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4532812467(NAD 83)
 FZ1684_MARKER: DE = TRAVERSE STATION DISK
 FZ1684_SETTING: 0 = UNSPECIFIED SETTING
 FZ1684_STAMPING: ARLENE 1969
 FZ1684_MARK LOGO: NCGS  
 FZ1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1684
 FZ1684  HISTORY     - Date     Condition        Report By
 FZ1684  HISTORY     - 1969     MONUMENTED       NCGS
 FZ1684
 FZ1684                          STATION DESCRIPTION
 FZ1684
 FZ1684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ1684'ARLENE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1684'IN THE VICINITY OF PILOT MOUNTAIN, NORTH CAROLINA.
 FZ1684'
 FZ1684'ARLENE IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF SHOALS
 FZ1684'AND 2.9 MILES NNE OF EAST BEND.  TO REACH STATION PROCEED FROM
 FZ1684'THE INTERSECTION OF NC 67 BUS. AND SR 1550 IN EAST BEND IN
 FZ1684'NORTHEAST YADKIN COUNTY.  GO NORTH ON SR 1550 FOR 1.8 MILES TO
 FZ1684'INTERSECTION OF SR 1550 AND SR 1552, TAKE SR 1550 FOR 0.85
 FZ1684'MILE TO Y FORK IN ROAD, TAKE LEFT HAND (LESS TRAVELED) FORK
 FZ1684'FOR 0.1 MILE TO SECOND Y FORK IN ROAD, TAKE RIGHT HAND FORK AT
 FZ1684'TOBACCO BARN FOR 0.1 MILE TO THIRD Y FORK, TAKE RIGHT HAND
 FZ1684'FORK FOR 0.6 MILE TO END AT OLD FERRY CROSSING.  STATION IS
 FZ1684'ACROSS YADKIN RIVER NNW ON SE SIDE OF BIG ISLAND, IN EDGE OF
 FZ1684'FIELD.
 FZ1684'
 FZ1684'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C.
 FZ1684'GEODETIC BRASS TRAVERSE DISK SET IN THE TOP, STAMPED ARLENE
 FZ1684'1969, WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ1684'
 FZ1684'MARK IS
 FZ1684'
 FZ1684'360.4 FT W OF 30 INCH TRIPLE TRUNK RIVER BIRCH WITH ALUMINUM
 FZ1684'REF. TAG
 FZ1684'
 FZ1684'108.0 FT WNW OF 24 INCH SYCAMORE WITH ALUMINUM REF. TAG
 FZ1684'
 FZ1684'7.4 FT NNE OF 4 INCH WHITE ASH WITH ALUMINUM REF. TAG
 FZ1684'
 FZ1684'14.3 FT NNE OF 8 INCH CHERRY WITH ALUMINUM REF. TAG
 FZ1684'
 FZ1684'15.0 FT ENE OF 10 INCH CHERRY TREE WITH ALUMINUM REF. TAG
 FZ1684'
 FZ1684'30.0 FT NNE OF RIVER EDGE (N BANK)
 FZ1684'
 FZ1684'420.0 FT SSW OF EASTERN END OF PINE STAND
 FZ1684'
 FZ1684'26.4 FT WNW OF 3 INCH CHERRY TREE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7908 ***********************************************************************
 DG7908  DESIGNATION -  ARLENE
 DG7908  PID         -  DG7908
 DG7908  STATE/COUNTY-  NC/MECKLENBURG
 DG7908  USGS QUAD   -  MIDLAND (1993)
 DG7908
 DG7908                         *CURRENT SURVEY CONTROL
 DG7908  ___________________________________________________________________
 DG7908* NAD 83(2007)-  35 13 03.06504(N)    080 36 42.79254(W)     ADJUSTED  
 DG7908* NAVD 88     -       224.9    (meters)     738.     (feet)  GPS OBS   
 DG7908  ___________________________________________________________________
 DG7908  EPOCH DATE  -        2002.00
 DG7908  X           -     850,955.894 (meters)                     COMP
 DG7908  Y           -  -5,146,834.367 (meters)                     COMP
 DG7908  Z           -   3,657,720.620 (meters)                     COMP
 DG7908  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG7908  ELLIP HEIGHT-         194.638 (meters)          (02/10/07) ADJUSTED
 DG7908  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DG7908
 DG7908  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7908  Type    PID    Designation                      North   East  Ellip
 DG7908  -------------------------------------------------------------------
 DG7908  NETWORK DG7908 ARLENE                            0.84   0.80   1.74
 DG7908  -------------------------------------------------------------------
 DG7908
 DG7908.The horizontal coordinates were established by GPS observations
 DG7908.and adjusted by the National Geodetic Survey in February 2007.
 DG7908
 DG7908.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7908.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7908.The horizontal coordinates are valid at the epoch date displayed above.
 DG7908.The epoch date for horizontal control is a decimal equivalence
 DG7908.of Year/Month/Day.
 DG7908
 DG7908.The orthometric height was determined by GPS observations and a
 DG7908.high-resolution geoid model.
 DG7908
 DG7908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7908
 DG7908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7908
 DG7908.The ellipsoidal height was determined by GPS observations
 DG7908.and is referenced to NAD 83.
 DG7908
 DG7908.The geoid height was determined by GEOID03.
 DG7908
 DG7908;                    North         East     Units Scale Factor Converg.
 DG7908;SPC NC       -   163,982.951   462,870.598   MT  0.99987277   -0 55 49.2
 DG7908;SPC NC       -   538,000.73  1,518,601.29   sFT  0.99987277   -0 55 49.2
 DG7908;UTM  17      - 3,897,234.416   535,322.084   MT  0.99961538   +0 13 25.8
 DG7908
 DG7908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7908!SPC NC       -   0.99996945  x   0.99987277  =   0.99984222
 DG7908!UTM  17      -   0.99996945  x   0.99961538  =   0.99958484
 DG7908
 DG7908:                Primary Azimuth Mark                     Grid Az
 DG7908:SPC NC       -  MOBILES                                  161 53 08.3
 DG7908:UTM  17      -  MOBILES                                  160 43 53.3
 DG7908
 DG7908|---------------------------------------------------------------------|
 DG7908| PID    Reference Object                     Distance      Geod. Az  |
 DG7908|                                                           dddmmss.s |
 DG7908| DG7925 MOBILES                             APPROX. 0.6 KM 1605719.1 |
 DG7908|---------------------------------------------------------------------|
 DG7908
 DG7908                          SUPERSEDED SURVEY CONTROL
 DG7908
 DG7908  NAD 83(1986)-  35 13 03.07954(N)    080 36 42.80184(W) AD(       ) 1
 DG7908  NAD 83(2001)-  35 13 03.06486(N)    080 36 42.79295(W) AD(       ) 1
 DG7908  ELLIP H (11/01/04)  194.642  (m)                       GP(       ) 4 2
 DG7908
 DG7908.Superseded values are not recommended for survey control.
 DG7908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7908.See file dsdata.txt to determine how the superseded data were derived.
 DG7908
 DG7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3532297234(NAD 83)
 DG7908_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7908_STAMPING: ARLENE 2001
 DG7908_MARK LOGO: NCGS  
 DG7908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7908+STABILITY: SURFACE MOTION
 DG7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7908+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG7908
 DG7908  HISTORY     - Date     Condition        Report By
 DG7908  HISTORY     - 2001     MONUMENTED       NCGS
 DG7908
 DG7908                          STATION DESCRIPTION
 DG7908
 DG7908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG7908'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) EAST OF CHARLOTTE AND 3.3
 DG7908'MI (5.3 KM) NORTH-NORTHEAST OF MINT HILL. ALONG ARLINGTON CHURCH ROAD
 DG7908'FOR 0.7 MI (1.1 KM) SOUTH FROM NC 24-27 (AT THE ALLEN CROSSROADS), ON
 DG7908'THE WEST SIDE OF THE ROAD. MARK IS ABOUT 1-FOOT LOWER THAN ARLINGTON
 DG7908'CHURCH ROAD AND IS RECESSED 2-INCHES BELOW GROUND.  LOCATED 24.0 FT
 DG7908'(7.3 M) WEST OF THE CENTERLINE OF ARLINGTON CHURCH ROAD, 44.0 FT (13.4
 DG7908'M) NORTHEAST OF THE CENTERLINE OF CABARRUS ROAD, 64.5 FT (19.7 M)
 DG7908'SOUTHWEST OF A TELEPHONE PEDESTAL--AND 15.8 FT (4.8 M) EAST OF A POWER
 DG7908'POLE--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3958 ***********************************************************************
 AH3958  DESIGNATION -  ARLINGTON
 AH3958  PID         -  AH3958
 AH3958  STATE/COUNTY-  NC/SURRY
 AH3958  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3958
 AH3958                         *CURRENT SURVEY CONTROL
 AH3958  ___________________________________________________________________
 AH3958* NAD 83(2001)-  36 28 47.14146(N)    080 35 52.86993(W)     ADJUSTED  
 AH3958* NAVD 88     -       305.516  (meters)    1002.35   (feet)  ADJUSTED  
 AH3958  ___________________________________________________________________
 AH3958  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH3958  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AH3958  DYNAMIC HT  -         305.231 (meters)    1001.41  (feet)  COMP
 AH3958  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 AH3958
 AH3958  HORZ ORDER  -  SECOND
 AH3958  VERT ORDER  -  SECOND    CLASS II
 AH3958
 AH3958.The horizontal coordinates were established by classical geodetic methods
 AH3958.and adjusted by the National Geodetic Survey in August 2005.
 AH3958
 AH3958.The orthometric height was determined by differential leveling
 AH3958.and adjusted in July 1999.
 AH3958
 AH3958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3958
 AH3958.The geoid height was determined by GEOID03.
 AH3958
 AH3958.The dynamic height is computed by dividing the NAVD 88
 AH3958.geopotential number by the normal gravity value computed on the
 AH3958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3958.degrees latitude (g = 980.6199 gals.).
 AH3958
 AH3958.The modeled gravity was interpolated from observed gravity values.
 AH3958
 AH3958;                    North         East     Units Scale Factor Converg.
 AH3958;SPC NC       -   303,990.730   466,387.166   MT  1.00010245   -0 55 20.4
 AH3958;SPC NC       -   997,342.92  1,530,138.56   sFT  1.00010245   -0 55 20.4
 AH3958;UTM  17      - 4,037,238.256   536,008.930   MT  0.99961597   +0 14 20.4
 AH3958
 AH3958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3958!SPC NC       -   0.99995727  x   1.00010245  =   1.00005972
 AH3958!UTM  17      -   0.99995727  x   0.99961597  =   0.99957326
 AH3958
 AH3958                          SUPERSEDED SURVEY CONTROL
 AH3958
 AH3958  NAD 83(1986)-  36 28 47.14874(N)    080 35 52.87686(W) AD(       ) 2
 AH3958  NGVD 29 (12/22/97)  305.8    (m)         1003.     (f) VERT ANG    3  
 AH3958
 AH3958.Superseded values are not recommended for survey control.
 AH3958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3958.See file dsdata.txt to determine how the superseded data were derived.
 AH3958
 AH3958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3600937238(NAD 83)
 AH3958_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3958_STAMPING: ARLINGTON 1986
 AH3958_MARK LOGO: NCGS  
 AH3958_PROJECTION: FLUSH
 AH3958_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3958+STABILITY: SURFACE MOTION
 AH3958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3958+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH3958
 AH3958  HISTORY     - Date     Condition        Report By
 AH3958  HISTORY     - 1986     MONUMENTED       NCGS
 AH3958  HISTORY     - 19970515 GOOD             NCGS
 AH3958
 AH3958                          STATION DESCRIPTION
 AH3958
 AH3958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3958'STATION IS LOCATED IN MT. AIRY. ALONG US 52 BYPASS FOR 1.4 KM (0.85
 AH3958'MI) SOUTHEAST FROM US 601 (ROCKFORD ST.), TO ARLINGTON STREET, IN
 AH3958'NORTHWEST QUADRANT OF T-INTERSECTION, INSIDE GUARD RAIL. MARK IS FLUSH
 AH3958'WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 8.4 M (27.6 FT)
 AH3958'NORTH-NORTHEAST OF THE CENTERLINE OF NORTHBOUND LANE, 17.1 M (56.1 FT)
 AH3958'WEST-NORTHWEST OF SOUTH END OF TRAFFIC ISLAND, 0.6 M (2.0 FT) NORTH OF
 AH3958'THE GUARD RAIL, 2.7 M (8.9 FT) WEST OF THE END GUARD RAIL SUPPORT
 AH3958'POST, AND 29.9 M (98.1 FT) SOUTHWEST OF A 4-FOOT HIGH CONCRETE STREET
 AH3958'NAME MARKER.
 AH3958
 AH3958                          STATION RECOVERY (1997)
 AH3958
 AH3958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH3958'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2636 ***********************************************************************
 FZ2636  DESIGNATION -  ARLINGTON WATER TANK
 FZ2636  PID         -  FZ2636
 FZ2636  STATE/COUNTY-  NC/YADKIN
 FZ2636  USGS QUAD   -  ELKIN SOUTH (1971)
 FZ2636
 FZ2636                         *CURRENT SURVEY CONTROL
 FZ2636  ___________________________________________________________________
 FZ2636* NAD 83(2001)-  36 13 14.65312(N)    080 49 54.33972(W)     ADJUSTED  
 FZ2636* NAVD 88     -              **(meters)            **(feet)            
 FZ2636  ___________________________________________________________________
 FZ2636  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FZ2636  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 FZ2636  HORZ ORDER  -  THIRD
 FZ2636
 FZ2636.The horizontal coordinates were established by classical geodetic methods
 FZ2636.and adjusted by the National Geodetic Survey in August 2005.
 FZ2636
 FZ2636
 FZ2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2636
 FZ2636.The geoid height was determined by GEOID03.
 FZ2636
 FZ2636;                    North         East     Units Scale Factor Converg.
 FZ2636;SPC NC       -   275,613.059   444,911.164   MT  1.00001554   -1 03 26.1
 FZ2636;SPC NC       -   904,240.51  1,459,679.38   sFT  1.00001554   -1 03 26.1
 FZ2636;UTM  17      - 4,008,444.980   515,120.616   MT  0.99960282   +0 05 57.9
 FZ2636
 FZ2636                          SUPERSEDED SURVEY CONTROL
 FZ2636
 FZ2636  NAD 83(1993)-  36 13 14.65789(N)    080 49 54.34823(W) AD(       ) 4
 FZ2636  NAD 83(1986)-  36 13 14.66172(N)    080 49 54.34588(W) AD(       ) 4
 FZ2636
 FZ2636.Superseded values are not recommended for survey control.
 FZ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2636.See file dsdata.txt to determine how the superseded data were derived.
 FZ2636
 FZ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1512108445(NAD 83)
 FZ2636_MARKER: 53 = ELEVATED TANK
 FZ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2636+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 FZ2636
 FZ2636  HISTORY     - Date     Condition        Report By
 FZ2636  HISTORY     - 1984     FIRST OBSERVED   NCGS
 FZ2636  HISTORY     - 20040522 GOOD             USPSQD
 FZ2636
 FZ2636                          STATION DESCRIPTION
 FZ2636
 FZ2636'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2636'THE STATION IS LOCATED IN ARLINGTON.
 FZ2636'
 FZ2636'ALONG US 21, 1.3 MI SOUTHEAST OF THE NC 67 INTERSECTION IN
 FZ2636'JONESVILLE.
 FZ2636'
 FZ2636'THE STATION IS A 4 LEGGED WATER TANK, 75 FT IN HEIGHT.
 FZ2636'
 FZ2636'THE ARLINGTON WATER TANK IS GRAY IN COLOR.
 FZ2636
 FZ2636                          STATION RECOVERY (2004)
 FZ2636
 FZ2636'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 FZ2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2726 ***********************************************************************
 AH2726  DESIGNATION -  ARM
 AH2726  PID         -  AH2726
 AH2726  STATE/COUNTY-  NC/LENOIR
 AH2726  USGS QUAD   -  FALLING CREEK (1983)
 AH2726
 AH2726                         *CURRENT SURVEY CONTROL
 AH2726  ___________________________________________________________________
 AH2726* NAD 83(2001)-  35 15 36.93693(N)    077 39 24.69717(W)     ADJUSTED  
 AH2726* NAVD 88     -        12.8    (meters)      42.     (feet)  VERT ANG  
 AH2726  ___________________________________________________________________
 AH2726  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AH2726  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AH2726  HORZ ORDER  -  SECOND
 AH2726
 AH2726.The horizontal coordinates were established by classical geodetic methods
 AH2726.and adjusted by the National Geodetic Survey in August 2005.
 AH2726
 AH2726.The orthometric height was determined by vertical angle observations.
 AH2726
 AH2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2726
 AH2726.The geoid height was determined by GEOID03.
 AH2726
 AH2726;                    North         East     Units Scale Factor Converg.
 AH2726;SPC NC       -   168,359.822   731,805.188   MT  0.99987260   +0 46 30.8
 AH2726;SPC NC       -   552,360.52  2,400,930.85   sFT  0.99987260   +0 46 30.8
 AH2726;UTM  18      - 3,905,142.050   258,298.126   MT  1.00032002   -1 32 04.3
 AH2726
 AH2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2726!SPC NC       -   1.00000364  x   0.99987260  =   0.99987623
 AH2726!UTM  18      -   1.00000364  x   1.00032002  =   1.00032366
 AH2726
 AH2726:                Primary Azimuth Mark                     Grid Az
 AH2726:SPC NC       -  KINSTON WFTC WRNS MID RAD TWR            009 12 33.3
 AH2726:UTM  18      -  KINSTON WFTC WRNS MID RAD TWR            011 31 08.4
 AH2726
 AH2726|---------------------------------------------------------------------|
 AH2726| PID    Reference Object                     Distance      Geod. Az  |
 AH2726|                                                           dddmmss.s |
 AH2726| EY2550 KINSTON WFTC WRNS MID RAD TWR       APPROX. 2.5 KM 0095904.1 |
 AH2726| EY2546 RANGE                               APPROX. 1.0 KM 0810745.4 |
 AH2726| AH2725 DISH                                APPROX. 0.9 KM 2744553.5 |
 AH2726| AH2729 KINSTON SW MUNICIPAL TANK           APPROX. 1.2 KM 2982614.7 |
 AH2726|---------------------------------------------------------------------|
 AH2726
 AH2726                          SUPERSEDED SURVEY CONTROL
 AH2726
 AH2726  NAD 83(1986)-  35 15 36.94525(N)    077 39 24.70622(W) AD(       ) 2
 AH2726
 AH2726.Superseded values are not recommended for survey control.
 AH2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2726.See file dsdata.txt to determine how the superseded data were derived.
 AH2726
 AH2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5829805142(NAD 83)
 AH2726_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2726_SP_SET: CONCRETE HEADWALL
 AH2726_STAMPING: ARM 1991
 AH2726_MARK LOGO: NCGS  
 AH2726_PROJECTION: FLUSH
 AH2726_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2726+STABILITY: SURFACE MOTION
 AH2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2726+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AH2726
 AH2726  HISTORY     - Date     Condition        Report By
 AH2726  HISTORY     - 1991     MONUMENTED       NCGS
 AH2726  HISTORY     - 20050205 GOOD             USPSQD
 AH2726
 AH2726                          STATION DESCRIPTION
 AH2726
 AH2726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2726'THE STATION IS LOCATED ABOUT 4.35 MI (7.00 KM) WEST OF KINSTON. ALONG
 AH2726'US 70 FOR 0.90 MI (1.45 KM) WEST FROM US 258 (NORTH), ACROSS FROM THE
 AH2726'LENOIR AUTO PARTS WAREHOUSE, IN MEDIAN. MARK IS ABOUT 2-FEET LOWER
 AH2726'THAN THE HIGHWAY AND RECESSED 12 INCHES BELOW GROUND. LOCATED 28.40 FT
 AH2726'(8.66 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANE, 54.40 FT
 AH2726'(16.58 M) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE, 33.00 FT
 AH2726'(10.06 M) EAST-SOUTHEAST OF THE CENTER OF A DROP INLET.
 AH2726
 AH2726                          STATION RECOVERY (2005)
 AH2726
 AH2726'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH2726'LENOIR AUTO PARTS NOW CARQUEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2817 ***********************************************************************
 FA2817  DESIGNATION -  ARMFIELD
 FA2817  PID         -  FA2817
 FA2817  STATE/COUNTY-  NC/IREDELL
 FA2817  USGS QUAD   -  STATESVILLE WEST (1993)
 FA2817
 FA2817                         *CURRENT SURVEY CONTROL
 FA2817  ___________________________________________________________________
 FA2817* NAD 83(2001)-  35 52 00.61403(N)    080 56 24.88680(W)     ADJUSTED  
 FA2817* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 FA2817  ___________________________________________________________________
 FA2817  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 FA2817  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 FA2817  HORZ ORDER  -  SECOND
 FA2817
 FA2817.The horizontal coordinates were established by classical geodetic methods
 FA2817.and adjusted by the National Geodetic Survey in August 2005.
 FA2817
 FA2817.The orthometric height was scaled from a topographic map.
 FA2817
 FA2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2817
 FA2817.The geoid height was determined by GEOID03.
 FA2817
 FA2817;                    North         East     Units Scale Factor Converg.
 FA2817;SPC NC       -   236,538.409   434,391.232   MT  0.99993010   -1 07 11.5
 FA2817;SPC NC       -   776,043.10  1,425,165.23   sFT  0.99993010   -1 07 11.5
 FA2817;UTM  17      - 3,969,180.568   505,394.495   MT  0.99960036   +0 02 06.0
 FA2817
 FA2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2817!SPC NC       -   0.99995568  x   0.99993010  =   0.99988578
 FA2817!UTM  17      -   0.99995568  x   0.99960036  =   0.99955606
 FA2817
 FA2817:                Primary Azimuth Mark                     Grid Az
 FA2817:SPC NC       -  OLIN                                     015 58 39.8
 FA2817:UTM  17      -  OLIN                                     014 49 22.3
 FA2817
 FA2817|---------------------------------------------------------------------|
 FA2817| PID    Reference Object                     Distance      Geod. Az  |
 FA2817|                                                           dddmmss.s |
 FA2817| FA2849 OLIN                                APPROX.10.7 KM 0145128.3 |
 FA2817| FA4131 ARMFIELD AZ MK                                     1591416.7 |
 FA2817| FA4132 ARMFIELD RM 1                        25.152 METERS 17657     |
 FA2817| FA4133 ARMFIELD RM 2                        27.161 METERS 25759     |
 FA2817|---------------------------------------------------------------------|
 FA2817
 FA2817                          SUPERSEDED SURVEY CONTROL
 FA2817
 FA2817  NAD 83(1986)-  35 52 00.62290(N)    080 56 24.89289(W) AD(       ) 2
 FA2817  NAD 27      -  35 52 00.13900(N)    080 56 25.62800(W) AD(       ) 2
 FA2817
 FA2817.Superseded values are not recommended for survey control.
 FA2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2817.See file dsdata.txt to determine how the superseded data were derived.
 FA2817
 FA2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0539469181(NAD 83)
 FA2817_MARKER: DS = TRIANGULATION STATION DISK
 FA2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2817
 FA2817  HISTORY     - Date     Condition        Report By
 FA2817  HISTORY     - 1949     MONUMENTED       CGS
 FA2817  HISTORY     - 1966     GOOD             CGS
 FA2817
 FA2817                          STATION DESCRIPTION
 FA2817
 FA2817'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FA2817'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF TAYLORSVILLE,
 FA2817'8 MILES NORTHWEST OF STATESVILLE AND ABOUT 6 MILES EAST OF
 FA2817'STONEY POINT.  IT IS ON THE HIGHEST POINT OF A SMALL WOODED
 FA2817'AREA.  IT IS 250 FEET SOUTH OF A DIRT ROAD AND ABOUT 240 FEET
 FA2817'WEST OF THE CENTER OF STATE HIGHWAY 115, AND 3 FEET WEST OF A
 FA2817'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 FA2817'DISK IS STAMPED ARMFIELD 1949.
 FA2817'
 FA2817'REFERENCE MARK NO. 1 IS IN A SMALL CLEARED AREA SOUTH OF THE
 FA2817'STATION.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 FA2817'STAMPED ARMFIELD NO 1 1949.
 FA2817'
 FA2817'REFERENCE MARK NO. 2 IS IN A SMALL CLEARED AREA SOUTHWEST OF THE
 FA2817'STATION.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 FA2817'STAMPED ARMFIELD NO 2 1949.
 FA2817'
 FA2817'AZIMUTH MARK IS 42 FEET WEST OF CENTER OF HIGHWAY 115, 3
 FA2817'FEET NORTH OF A WHITE WITNESS POST AND 2 FEET NORTH OF A
 FA2817'TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FA2817'IS STAMPED ARMFIELD 1949.
 FA2817'
 FA2817'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 64
 FA2817'AND STATE HIGHWAY 115 IN STATESVILLE, GO NORTH ON HIGHWAY 115
 FA2817'FOR 6.9 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE
 FA2817'NORTH ON HIGHWAY FOR 0.4 MILE TO A CROSS GRAVEL ROAD, TURN LEFT
 FA2817'AND GO ABOUT 0.05 MILE.  FROM HERE GO SOUTH THROUGH WOODS FOR
 FA2817'ABOUT 0.05 MILE TO THE HIGHEST POINT OF WOODED AREA AND STATION
 FA2817'AS DESCRIBED.
 FA2817'
 FA2817'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA2817
 FA2817                          STATION RECOVERY (1966)
 FA2817
 FA2817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2817'ALL MARKS RECOVERED EXCEPT RM 2, WHICH WAS FOUND DESTROYED,
 FA2817'(PLOWED OUT), AND THE DISK WAS PICKED UP AT THIS TIME.
 FA2817'
 FA2817'STATION MARK IS IN A FARMYARD, (BENEATH A CORDWOOD SAW-TABLE),
 FA2817'97 FEET SOUTHEAST OF A MASONRY PUMP-HOUSE SOUTHEAST OF THE
 FA2817'DWELLING, AND 58 FEET NORTHEAST OF A LOG CATTLE-SHED.  KENNETH
 FA2817'E. WATT IS PRESENT OWNER OF THE PROPERTY.  MARK PROJECTS 8
 FA2817'INCHES.
 FA2817'
 FA2817'RM 1 PROJECTS 8 INCHES FROM A FENCED PASTURE, IS 23 FEET EAST
 FA2817'OF ENTRANCE GATE TO THE PASTURE AND 20 FEET SOUTHEAST OF THE
 FA2817'NORTHWEST INSIDE CORNER OF THE FENCE.
 FA2817'
 FA2817'AZIMUTH MARK, (NOT VISIBLE FROM STATION AT GROUND), IS 200
 FA2817'FEET SOUTH OF THE CENTER OF A PAVED SIDE ROAD TO STONEY POINT,
 FA2817'42 FEET WEST OF THE CENTER OF STATE HIGHWAY 115, 2 FEET NORTH OF
 FA2817'TRANSMISSION POLE NO. 67, AND IS IN A CULTIVATED FIELD AND
 FA2817'PRESENTLY COVERED BY 6 INCHES OF DIRT THROWN UP BY THE PLOW
 FA2817'AVOIDING THE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2093 ***********************************************************************
 EY2093  DESIGNATION -  ARMORY
 EY2093  PID         -  EY2093
 EY2093  STATE/COUNTY-  NC/BEAUFORT
 EY2093  USGS QUAD   -  WASHINGTON (1983)
 EY2093
 EY2093                         *CURRENT SURVEY CONTROL
 EY2093  ___________________________________________________________________
 EY2093* NAD 83(2001)-  35 32 15.65793(N)    077 02 43.57398(W)     ADJUSTED  
 EY2093* NAVD 88     -         3.2    (meters)      10.     (feet)  VERTCON   
 EY2093  ___________________________________________________________________
 EY2093  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EY2093  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 EY2093  HORZ ORDER  -  SECOND
 EY2093
 EY2093.The horizontal coordinates were established by classical geodetic methods
 EY2093.and adjusted by the National Geodetic Survey in August 2005.
 EY2093
 EY2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2093
 EY2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2093
 EY2093.The geoid height was determined by GEOID03.
 EY2093
 EY2093;                    North         East     Units Scale Factor Converg.
 EY2093;SPC NC       -   200,053.488   786,822.816   MT  0.99988500   +1 07 41.2
 EY2093;SPC NC       -   656,342.15  2,581,434.52   sFT  0.99988500   +1 07 41.2
 EY2093;UTM  18      - 3,934,597.038   314,566.752   MT  1.00002375   -1 11 21.2
 EY2093
 EY2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2093!SPC NC       -   1.00000526  x   0.99988500  =   0.99989025
 EY2093!UTM  18      -   1.00000526  x   1.00002375  =   1.00002901
 EY2093
 EY2093|---------------------------------------------------------------------|
 EY2093| PID    Reference Object                     Distance      Geod. Az  |
 EY2093|                                                           dddmmss.s |
 EY2093| EY2144 PARK                                341.578 METERS 10918     |
 EY2093|---------------------------------------------------------------------|
 EY2093
 EY2093                          SUPERSEDED SURVEY CONTROL
 EY2093
 EY2093  NAD 83(1986)-  35 32 15.66745(N)    077 02 43.58696(W) AD(       ) 2
 EY2093  NAD 27      -  35 32 15.07912(N)    077 02 44.76251(W) AD(       ) 2
 EY2093  NGVD 29 (07/19/86)    3.5    (m)           11.     (f) VERT ANG    3  
 EY2093
 EY2093.Superseded values are not recommended for survey control.
 EY2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2093.See file dsdata.txt to determine how the superseded data were derived.
 EY2093
 EY2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1456734597(NAD 83)
 EY2093_MARKER: DE = TRAVERSE STATION DISK
 EY2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2093_STAMPING: ARMORY 1965
 EY2093_MARK LOGO: NCGS  
 EY2093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2093+STABILITY: SURFACE MOTION
 EY2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2093+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 EY2093
 EY2093  HISTORY     - Date     Condition        Report By
 EY2093  HISTORY     - 1965     MONUMENTED       NCGS
 EY2093  HISTORY     - 1979     GOOD             NCGS
 EY2093  HISTORY     - 1985     GOOD             USPSQD
 EY2093  HISTORY     - 19870212 GOOD             NCGS
 EY2093  HISTORY     - 20030517 GOOD             USPSQD
 EY2093  HISTORY     - 20060312 GOOD             USPSQD
 EY2093
 EY2093                          STATION DESCRIPTION
 EY2093
 EY2093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EY2093'ARMORY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2093'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA.
 EY2093'
 EY2093'ARMORY IS 1.0 MILE ESE OF WASHINGTON.  LOCATED 1.0 MILE SE
 EY2093'ALONG MAIN STREET FROM U.S. 17 AND U.S. 264.  0.2 MILE NW
 EY2093'OF BRIDGE OVER JACK CREEK IN FRONT OF HUGH M. STERLINGS HOUSE
 EY2093'(NO. 718).  ON S SIDE OF E MAIN ST. BETWEEN CURB AND SIDEWALK
 EY2093'AND APPROXIMATELY 100 FT WSW OF ARMORY.
 EY2093'
 EY2093'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2093'ARMORY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2093'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2093'
 EY2093'MARK IS
 EY2093'
 EY2093'1.0 FT S OF CURB OF MAIN ST.
 EY2093'
 EY2093'45.0 FT E OF TP WITH ALUMINUM REF. TAG
 EY2093'
 EY2093'46.0 FT S OF LARGE TREE WITH ALUMINUM REF. TAG ON N SIDE OF MAIN
 EY2093'ST.
 EY2093'
 EY2093'37.0 FT NE OF NW PORCH CORNER OF HOUSE 718
 EY2093'
 EY2093'16.7 FT NE OF LAMP IN YARD OF HOUSE 718
 EY2093'
 EY2093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2093
 EY2093                          STATION RECOVERY (1979)
 EY2093
 EY2093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2093'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY2093'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 15.2 FEET
 EY2093'NORTHEAST OF LAMP POST IN YARD, 3.1 FEET NORTHWEST OF WATER METER
 EY2093'COVER, AND 17.8 FEET NORTH OF AN 18 INCH PINE WITH ALUMINUM TAG.
 EY2093
 EY2093                          STATION RECOVERY (1985)
 EY2093
 EY2093'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL)
 EY2093'RECOVERED IN GOOD CONDITION.
 EY2093
 EY2093                          STATION RECOVERY (1987)
 EY2093
 EY2093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 EY2093'RECOVERED AS DESCRIBED.
 EY2093
 EY2093                          STATION RECOVERY (2003)
 EY2093
 EY2093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD)
 EY2093'MARK AT GROUND LEVEL
 EY2093
 EY2093                          STATION RECOVERY (2006)
 EY2093
 EY2093'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4642 ***********************************************************************
 FA4642  DESIGNATION -  ARMORY
 FA4642  PID         -  FA4642
 FA4642  STATE/COUNTY-  NC/DAVIE
 FA4642  USGS QUAD   -  MOCKSVILLE (1994)
 FA4642
 FA4642                         *CURRENT SURVEY CONTROL
 FA4642  ___________________________________________________________________
 FA4642* NAD 83(2001)-  35 53 20.08902(N)    080 32 51.24822(W)     ADJUSTED  
 FA4642* NAVD 88     -       245.5    (meters)     805.     (feet)  VERTCON   
 FA4642  ___________________________________________________________________
 FA4642  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 FA4642  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA4642  HORZ ORDER  -  SECOND
 FA4642
 FA4642.The horizontal coordinates were established by classical geodetic methods
 FA4642.and adjusted by the National Geodetic Survey in August 2005.
 FA4642
 FA4642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4642
 FA4642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4642
 FA4642.The geoid height was determined by GEOID03.
 FA4642
 FA4642;                    North         East     Units Scale Factor Converg.
 FA4642;SPC NC       -   238,364.527   469,886.108   MT  0.99993431   -0 53 35.6
 FA4642;SPC NC       -   782,034.29  1,541,618.01   sFT  0.99993431   -0 53 35.6
 FA4642;UTM  17      - 3,971,721.975   540,833.779   MT  0.99962055   +0 15 54.8
 FA4642
 FA4642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4642!SPC NC       -   0.99996653  x   0.99993431  =   0.99990084
 FA4642!UTM  17      -   0.99996653  x   0.99962055  =   0.99958709
 FA4642
 FA4642                          SUPERSEDED SURVEY CONTROL
 FA4642
 FA4642  NAD 83(1986)-  35 53 20.09875(N)    080 32 51.25392(W) AD(       ) 2
 FA4642  NGVD 29 (02/28/92)  245.7    (m)          806.     (f) VERT ANG    3  
 FA4642
 FA4642.Superseded values are not recommended for survey control.
 FA4642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4642.See file dsdata.txt to determine how the superseded data were derived.
 FA4642
 FA4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4083471722(NAD 83)
 FA4642_MARKER: DE = TRAVERSE STATION DISK
 FA4642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4642_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4642+STABILITY: SURFACE MOTION
 FA4642
 FA4642  HISTORY     - Date     Condition        Report By
 FA4642  HISTORY     - 1983     MONUMENTED       NCGS
 FA4642
 FA4642                          STATION DESCRIPTION
 FA4642
 FA4642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4642'THE STATION IS LOCATED ABOUT 0.9 MI EAST-SOUTHEAST OF MOCKSVILLE.
 FA4642'
 FA4642'ALONG US 64 FOR 0.85 MI EAST FROM THE INTERSECTION WITH US 601 AND
 FA4642'US 158 (IN MOCKSVILLE), IN A GRASSY FIELD NEAR THE WEST END OF THE
 FA4642'PARKING LOT OF THE NATIONAL GUARD ARMORY, AND ABOUT 400 FT WEST OF
 FA4642'THE BUILDING.
 FA4642'
 FA4642'THE STATION IS A STANDARD NCGS DISK STAMPED---ARMORY 1983---, SET
 FA4642'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4642'RECESSED 2 INCHES BELOW GROUND.  LOCATED 87.3 FT SOUTH OF THE
 FA4642'CENTERLINE OF THE HIGHWAY, 54.4 FT NORTH-NORTHEAST OF THE CENTERLINE
 FA4642'OF A DIRT ROAD PARALLELING A ROW OF HOUSES, 85.1 FT SOUTHWEST OF
 FA4642'THE WEST END OF THE WEST DRIVEWAY CULVERT, 191.7 FT WEST OF A
 FA4642'TELEPHONE PEDESTAL (G36)--AND 108.7 FT NORTH-NORTHWEST OF A
 FA4642'TELEPHONE PEDESTAL BESIDE A POWER POLE (GR3) WITH A TRANSFORMER,
 FA4642'AND 166.8 FT EAST OF A TELEPHONE PEDESTAL AT A POWER POLE (GR2)
 FA4642'WITH A TRANSORMER--BOTH POLES WITH TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5165 ***********************************************************************
 FA5165  DESIGNATION -  ARMORY
 FA5165  PID         -  FA5165
 FA5165  STATE/COUNTY-  NC/CALDWELL
 FA5165  USGS QUAD   -  LENOIR (1994)
 FA5165
 FA5165                         *CURRENT SURVEY CONTROL
 FA5165  ___________________________________________________________________
 FA5165* NAD 83(2007)-  35 54 11.79570(N)    081 32 26.75411(W)     ADJUSTED  
 FA5165* NAVD 88     -       329.6    (meters)    1081.     (feet)  VERTCON   
 FA5165  ___________________________________________________________________
 FA5165  EPOCH DATE  -        2002.00
 FA5165  X           -     760,910.201 (meters)                     COMP
 FA5165  Y           -  -5,116,267.175 (meters)                     COMP
 FA5165  Z           -   3,719,678.039 (meters)                     COMP
 FA5165  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FA5165  ELLIP HEIGHT-         297.149 (meters)          (02/10/07) ADJUSTED
 FA5165  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 FA5165
 FA5165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5165  Type    PID    Designation                      North   East  Ellip
 FA5165  -------------------------------------------------------------------
 FA5165  NETWORK FA5165 ARMORY                            0.78   0.74   1.98
 FA5165  -------------------------------------------------------------------
 FA5165
 FA5165.The horizontal coordinates were established by GPS observations
 FA5165.and adjusted by the National Geodetic Survey in February 2007.
 FA5165
 FA5165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5165.The horizontal coordinates are valid at the epoch date displayed above.
 FA5165.The epoch date for horizontal control is a decimal equivalence
 FA5165.of Year/Month/Day.
 FA5165
 FA5165.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5165
 FA5165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5165
 FA5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5165
 FA5165.The ellipsoidal height was determined by GPS observations
 FA5165.and is referenced to NAD 83.
 FA5165
 FA5165.The geoid height was determined by GEOID03.
 FA5165
 FA5165;                    North         East     Units Scale Factor Converg.
 FA5165;SPC NC       -   241,803.913   380,276.523   MT  0.99993713   -1 27 59.2
 FA5165;SPC NC       -   793,318.34  1,247,623.89   sFT  0.99993713   -1 27 59.2
 FA5165;UTM  17      - 3,973,355.541   451,202.460   MT  0.99962934   -0 19 01.6
 FA5165
 FA5165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5165!SPC NC       -   0.99995336  x   0.99993713  =   0.99989050
 FA5165!UTM  17      -   0.99995336  x   0.99962934  =   0.99958272
 FA5165
 FA5165                          SUPERSEDED SURVEY CONTROL
 FA5165
 FA5165  NAD 83(1995)-  35 54 11.80089(N)    081 32 26.75568(W) AD(       ) 1
 FA5165  NAD 83(1986)-  35 54 11.80167(N)    081 32 26.75790(W) AD(       ) 1
 FA5165  NGVD 29 (02/04/93)  329.8    (m)         1082.     (f) GPS OBS     3  
 FA5165
 FA5165.Superseded values are not recommended for survey control.
 FA5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5165.See file dsdata.txt to determine how the superseded data were derived.
 FA5165
 FA5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5120273356(NAD 83)
 FA5165_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5165_SP_SET: CONCRETE POST
 FA5165_STAMPING: ARMORY 1987
 FA5165_MARK LOGO: NCGS  
 FA5165_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5165+STABILITY: SURFACE MOTION
 FA5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5165+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989
 FA5165
 FA5165  HISTORY     - Date     Condition        Report By
 FA5165  HISTORY     - 1987     MONUMENTED       NCGS
 FA5165  HISTORY     - 19890404 GOOD             NCGS
 FA5165  HISTORY     - 20070916 POOR             GEOCAC
 FA5165
 FA5165                          STATION DESCRIPTION
 FA5165
 FA5165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA5165'STATION IS LOCATED IN LENOIR.
 FA5165'ALONG NC 18 FOR 1.9 KM (1.2 MI) SOUTHWEST FROM THE US 321 INTERSECTION
 FA5165'(IN LENOIR), IN SOUTH SHOULDER 230 FEET WEST OF WEST MALL ENTRANCE
 FA5165'DRIVE.
 FA5165'THE STATION IS SET FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED
 FA5165'10.67 M (35.01 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY, 1.16 M
 FA5165'(3.81 FT) SOUTH FROM THE CONCRETE CURB--AND 4.91 M (16.11 FT) EAST
 FA5165'FROM A LIGHT POLE, 29.02 M (95.21 FT) WEST FROM A POWER POLE--BOTH
 FA5165'WITH REFERENCE TAGS.
 FA5165
 FA5165                          STATION RECOVERY (2007)
 FA5165
 FA5165'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA5165'THE DISK AND STEM ARE MISSING. THE MONUMENT IS TILTED 45 DEGREES
 FA5165'TOWARD THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7967 ***********************************************************************
 AF7967  DESIGNATION -  ARMORY
 AF7967  PID         -  AF7967
 AF7967  STATE/COUNTY-  NC/NASH
 AF7967  USGS QUAD   -  NASHVILLE (1977)
 AF7967
 AF7967                         *CURRENT SURVEY CONTROL
 AF7967  ___________________________________________________________________
 AF7967* NAD 83(2001)-  35 58 19.91525(N)    077 56 38.49864(W)     ADJUSTED  
 AF7967* NAVD 88     -        55.9    (meters)     183.     (feet)  VERTCON   
 AF7967  ___________________________________________________________________
 AF7967  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AF7967  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AF7967  HORZ ORDER  -  SECOND
 AF7967
 AF7967.The horizontal coordinates were established by classical geodetic methods
 AF7967.and adjusted by the National Geodetic Survey in August 2005.
 AF7967
 AF7967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7967
 AF7967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7967
 AF7967.The geoid height was determined by GEOID03.
 AF7967
 AF7967;                    North         East     Units Scale Factor Converg.
 AF7967;SPC NC       -   247,022.596   704,838.597   MT  0.99995153   +0 36 34.1
 AF7967;SPC NC       -   810,439.97  2,312,457.96   sFT  0.99995153   +0 36 34.1
 AF7967;UTM  18      - 3,984,873.115   234,532.201   MT  1.00046846   -1 43 49.1
 AF7967;UTM  17      - 3,985,183.949   775,565.016   MT  1.00053579   +1 47 46.3
 AF7967
 AF7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7967!SPC NC       -   0.99999665  x   0.99995153  =   0.99994818
 AF7967!UTM  18      -   0.99999665  x   1.00046846  =   1.00046511
 AF7967!UTM  17      -   0.99999665  x   1.00053579  =   1.00053244
 AF7967
 AF7967                          SUPERSEDED SURVEY CONTROL
 AF7967
 AF7967  NAD 83(1986)-  35 58 19.92164(N)    077 56 38.50895(W) AD(       ) 2
 AF7967  NGVD 29 (06/05/98)   56.2    (m)          184.     (f) VERT ANG    3  
 AF7967
 AF7967.Superseded values are not recommended for survey control.
 AF7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7967.See file dsdata.txt to determine how the superseded data were derived.
 AF7967
 AF7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3453284873(NAD 83)
 AF7967_MARKER: DE = TRAVERSE STATION DISK
 AF7967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7967_STAMPING: ARMORY 1983
 AF7967_MARK LOGO: NCGS  
 AF7967_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7967+STABILITY: SURFACE MOTION
 AF7967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7967+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 AF7967
 AF7967  HISTORY     - Date     Condition        Report By
 AF7967  HISTORY     - 1983     MONUMENTED       NCGS
 AF7967  HISTORY     - 20040925 GOOD             USPSQD
 AF7967  HISTORY     - 20090117 GOOD             GEOCAC
 AF7967
 AF7967                          STATION DESCRIPTION
 AF7967
 AF7967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7967'STATION IS LOCATED IN NASHVILLE ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF RED
 AF7967'OAK. ALONG US 64 FOR 1.9 MI (3.1 KM) EAST FROM THE NC 58 UNDERPASS AND
 AF7967'0.35 MI (0.56 KM) WEST OF THE US 64 BUSINESS OVERPASS AT THE NATIONAL
 AF7967'GUARD ARMORY ABOUT 300-FEET SOUTH OF THE HIGHWAY. MARK IS RECESSED 1
 AF7967'INCH BELOW GROUND.  LOCATED 93.3 FT (28.4 M) NORTHWEST OF NORTHWEST
 AF7967'CORNER OF BUILDING, 97.6 FT (29.7 M) WEST-SOUTHWEST OF NORTHWEST
 AF7967'CORNER OF CHAIN LINK FENCE, 89.1 FT (27.2 M) NORTH-NORTHWEST OF A
 AF7967'VALVE COVER--AND 63.3 FT (19.3 M) NORTH OF POWER POLE WITH 3
 AF7967'TRANSFORMERS, 99.6 FT (30.4 M) SOUTH OF A POWER POLE--BOTH WITH
 AF7967'REFERENCE TAGS.
 AF7967
 AF7967                          STATION RECOVERY (2004)
 AF7967
 AF7967'RECOVERY NOTE BY US POWER SQUADRON 2004 (BB)
 AF7967'RECOVERED AS DESCRIBED
 AF7967
 AF7967                          STATION RECOVERY (2009)
 AF7967
 AF7967'RECOVERY NOTE BY GEOCACHING 2009 (PFF)
 AF7967'RECOVERED IN GOOD CONDITION. THE SITE IS ALONG HIGHWAY US-64
 AF7967'BUSINESS.
 AF7967' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2419 ***********************************************************************
 AH2419  DESIGNATION -  ARMORY
 AH2419  PID         -  AH2419
 AH2419  STATE/COUNTY-  NC/HENDERSON
 AH2419  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2419
 AH2419                         *CURRENT SURVEY CONTROL
 AH2419  ___________________________________________________________________
 AH2419* NAD 83(2001)-  35 17 23.52355(N)    082 25 36.55654(W)     ADJUSTED  
 AH2419* NAVD 88     -       656.0    (meters)    2152.     (feet)  VERTCON   
 AH2419  ___________________________________________________________________
 AH2419  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 AH2419  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 AH2419  HORZ ORDER  -  SECOND
 AH2419
 AH2419.The horizontal coordinates were established by classical geodetic methods
 AH2419.and adjusted by the National Geodetic Survey in August 2005.
 AH2419
 AH2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2419
 AH2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2419
 AH2419.The geoid height was determined by GEOID03.
 AH2419
 AH2419;                    North         East     Units Scale Factor Converg.
 AH2419;SPC NC       -   176,196.594   297,981.722   MT  0.99987281   -1 58 40.3
 AH2419;SPC NC       -   578,071.66    977,628.37   sFT  0.99987281   -1 58 40.3
 AH2419;UTM  17      - 3,906,122.455   370,256.519   MT  0.99980745   -0 49 27.9
 AH2419
 AH2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2419!SPC NC       -   0.99990188  x   0.99987281  =   0.99977470
 AH2419!UTM  17      -   0.99990188  x   0.99980745  =   0.99970935
 AH2419
 AH2419                          SUPERSEDED SURVEY CONTROL
 AH2419
 AH2419  NAD 83(1986)-  35 17 23.52789(N)    082 25 36.55628(W) AD(       ) 2
 AH2419  NGVD 29 (07/29/98)  656.0    (m)         2152.     (f) VERT ANG    3  
 AH2419
 AH2419.Superseded values are not recommended for survey control.
 AH2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2419.See file dsdata.txt to determine how the superseded data were derived.
 AH2419
 AH2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7025706122(NAD 83)
 AH2419_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2419_STAMPING: ARMORY 1988
 AH2419_MARK LOGO: NCGS  
 AH2419_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2419+STABILITY: SURFACE MOTION
 AH2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2419+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2008
 AH2419
 AH2419  HISTORY     - Date     Condition        Report By
 AH2419  HISTORY     - 1988     MONUMENTED       NCGS
 AH2419  HISTORY     - 20080421 GOOD             EDHOLM
 AH2419
 AH2419                          STATION DESCRIPTION
 AH2419
 AH2419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2419'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTH-NORTHWEST OF EAST FLAT
 AH2419'ROCK AND 2.8 MI (4.5 KM) SOUTHEAST OF HENDERSONVILLE. ALONG US 176 FOR
 AH2419'2.2 MI (3.5 KM) SOUTHEAST FROM THE US 25 INTERSECTION (IN SOUTH
 AH2419'HENDERSONVILLE) IN NORTHEAST SHOULDER ACROSS HIGHWAY FROM THE NATIONAL
 AH2419'GUARD ARMORY, OR 0.7 MI (1.1 KM) NORTHWEST FROM SR 1812 (BLUE RIDGE
 AH2419'ROAD). MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 AH2419'LOCATED 37.0 FT (11.3 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AH2419'2.0 FT (0.6 M) SOUTHWEST OF A WITNESS POST, 3.8 FT (1.2 M) NORTHEAST
 AH2419'OF THE CENTER OF AN IRON DRAINAGE GRATE, 59.7 FT (18.2 M) SOUTHEAST OF
 AH2419'A RIGHT-OF-WAY MARKER, AND 50.4 FT (15.4 M) WEST-SOUTHWEST OF A POWER
 AH2419'POLE WITH REFERENCE TAG.
 AH2419
 AH2419                          STATION RECOVERY (2008)
 AH2419
 AH2419'RECOVERY NOTE BY ED HOLMES SURVEYING 2008 (JAN)
 AH2419'THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0721 ***********************************************************************
 EA0721  DESIGNATION -  ARMOUR
 EA0721  PID         -  EA0721
 EA0721  STATE/COUNTY-  NC/BRUNSWICK
 EA0721  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0721
 EA0721                         *CURRENT SURVEY CONTROL
 EA0721  ___________________________________________________________________
 EA0721* NAD 83(1986)-  34 15 35.     (N)    077 59 18.     (W)     SCALED    
 EA0721* NAVD 88     -         3.591  (meters)      11.78   (feet)  ADJUSTED  
 EA0721  ___________________________________________________________________
 EA0721  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 EA0721  DYNAMIC HT  -           3.588 (meters)      11.77  (feet)  COMP
 EA0721  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EA0721
 EA0721  VERT ORDER  -  FIRST     CLASS I
 EA0721
 EA0721.The horizontal coordinates were scaled from a topographic map and have
 EA0721.an estimated accuracy of +/- 6 seconds.
 EA0721
 EA0721.The orthometric height was determined by differential leveling
 EA0721.and adjusted in June 1991.
 EA0721
 EA0721.The geoid height was determined by GEOID03.
 EA0721
 EA0721.The dynamic height is computed by dividing the NAVD 88
 EA0721.geopotential number by the normal gravity value computed on the
 EA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0721.degrees latitude (g = 980.6199 gals.).
 EA0721
 EA0721.The modeled gravity was interpolated from observed gravity values.
 EA0721
 EA0721;                    North         East    Units  Estimated Accuracy
 EA0721;SPC NC       -    57,020.      702,780.      MT  (+/- 180 meters Scaled)
 EA0721
 EA0721                          SUPERSEDED SURVEY CONTROL
 EA0721
 EA0721  NGVD 29 (??/??/92)    3.895  (m)           12.78   (f) ADJ UNCH    1 1
 EA0721
 EA0721.Superseded values are not recommended for survey control.
 EA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0721.See file dsdata.txt to determine how the superseded data were derived.
 EA0721
 EA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC248949(NAD 83)
 EA0721_MARKER: DB = BENCH MARK DISK
 EA0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0721_SP_SET: ABUTMENT
 EA0721_STAMPING: ARMOUR 1932
 EA0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0721
 EA0721  HISTORY     - Date     Condition        Report By
 EA0721  HISTORY     - 1932     MONUMENTED       CGS
 EA0721  HISTORY     - 1955     GOOD             NGS
 EA0721  HISTORY     - 1963     GOOD             NGS
 EA0721
 EA0721                          STATION DESCRIPTION
 EA0721
 EA0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EA0721'AT NAVASSA.
 EA0721'AT NAVASSA, ABOUT 0.25 MILE EAST ALONG THE ATLANTIC COAST LINE
 EA0721'RAILROAD FROM THE STATION, IN THE TOP OF THE NORTHWEST END OF THE
 EA0721'CONCRETE CAP OF SOUTHWEST STONE MASONRY ABUTMENT OF STEEL BRIDGE
 EA0721'WITH DRAW SPAN OVER NORTHWEST BRANCH OF CAPE FEAR RIVER, 4.6 FEET
 EA0721'NORTHWEST OF NORTHWEST RAIL, 4.7 FEET SOUTHEAST OF NORTHWEST END
 EA0721'OF TOP OF ABUTMENT AND ABOUT 2 FEET BELOW LEVEL OF TRACK.  NOTE--
 EA0721'MARK IS PARTLY COVERED BY 12 BY 12-FOOT TIMBER USED TO HOLD
 EA0721'BALLAST.
 EA0721
 EA0721                          STATION RECOVERY (1963)
 EA0721
 EA0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5615 ***********************************************************************
 DG5615  DESIGNATION -  ARMOUR
 DG5615  PID         -  DG5615
 DG5615  STATE/COUNTY-  NC/HENDERSON
 DG5615  USGS QUAD   -  HORSE SHOE (1991)
 DG5615
 DG5615                         *CURRENT SURVEY CONTROL
 DG5615  ___________________________________________________________________
 DG5615* NAD 83(2007)-  35 17 21.15654(N)    082 30 55.33279(W)     ADJUSTED  
 DG5615* NAVD 88     -       848.3    (meters)    2783.     (feet)  GPS OBS   
 DG5615  ___________________________________________________________________
 DG5615  EPOCH DATE  -        2002.00
 DG5615  X           -     678,997.607 (meters)                     COMP
 DG5615  Y           -  -5,168,211.992 (meters)                     COMP
 DG5615  Z           -   3,664,576.026 (meters)                     COMP
 DG5615  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 DG5615  ELLIP HEIGHT-         817.790 (meters)          (02/10/07) ADJUSTED
 DG5615  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DG5615
 DG5615  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5615  Type    PID    Designation                      North   East  Ellip
 DG5615  -------------------------------------------------------------------
 DG5615  NETWORK DG5615 ARMOUR                            0.73   0.61   1.78
 DG5615  -------------------------------------------------------------------
 DG5615
 DG5615.The horizontal coordinates were established by GPS observations
 DG5615.and adjusted by the National Geodetic Survey in February 2007.
 DG5615
 DG5615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5615.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5615.The horizontal coordinates are valid at the epoch date displayed above.
 DG5615.The epoch date for horizontal control is a decimal equivalence
 DG5615.of Year/Month/Day.
 DG5615
 DG5615.The orthometric height was determined by GPS observations and a
 DG5615.high-resolution geoid model.
 DG5615
 DG5615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5615
 DG5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5615
 DG5615.The ellipsoidal height was determined by GPS observations
 DG5615.and is referenced to NAD 83.
 DG5615
 DG5615.The geoid height was determined by GEOID03.
 DG5615
 DG5615;                    North         East     Units Scale Factor Converg.
 DG5615;SPC NC       -   176,405.257   289,930.225   MT  0.99987280   -2 01 44.3
 DG5615;SPC NC       -   578,756.25    951,212.75   sFT  0.99987280   -2 01 44.3
 DG5615;UTM  17      - 3,906,168.998   362,202.874   MT  0.99983401   -0 52 32.1
 DG5615
 DG5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5615!SPC NC       -   0.99987165  x   0.99987280  =   0.99974447
 DG5615!UTM  17      -   0.99987165  x   0.99983401  =   0.99970569
 DG5615
 DG5615                          SUPERSEDED SURVEY CONTROL
 DG5615
 DG5615  NAD 83(1986)-  35 17 21.16229(N)    082 30 55.33225(W) AD(       ) 1
 DG5615  NAD 83(2001)-  35 17 21.15700(N)    082 30 55.33287(W) AD(       ) 1
 DG5615  ELLIP H (05/19/04)  817.800  (m)                       GP(       ) 5 1
 DG5615
 DG5615.Superseded values are not recommended for survey control.
 DG5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5615.See file dsdata.txt to determine how the superseded data were derived.
 DG5615
 DG5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6220306169(NAD 83)
 DG5615_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5615_STAMPING: ARMOUR 1997
 DG5615_MARK LOGO: NCGS  
 DG5615_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5615+STABILITY: SURFACE MOTION
 DG5615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5615+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG5615
 DG5615  HISTORY     - Date     Condition        Report By
 DG5615  HISTORY     - 1997     MONUMENTED       NCGS
 DG5615
 DG5615                          STATION DESCRIPTION
 DG5615
 DG5615'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG5615'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-SOUTHEAST OF ETOWAH AND
 DG5615'3.6 MI (5.8 KM) WEST-SOUTHWEST OF HENDERSONVILLE. PROCEED ALONG SR
 DG5615'1171 (CUMMINGS RD) FOR 2.45 MI (3.94 KM) SOUTH FROM THE US 64 BRIDGE
 DG5615'OVER THE FRENCH BROAD RIVER, THENCE SOUTH FOR 1.65 MI (2.66 KM) ALONG
 DG5615'SR 1210 (BIG WILLOW RD), THENCE EAST FOR 2.4 MI (3.9 KM) ALONG SR 1191
 DG5615'(WILLOW RD), THENCE NORTH FOR 0.45 MI (0.72 KM) ALONG HAGEN DRIVE TO
 DG5615'ARMOUR COURT AND STATION NEAR A WATER TANK, AT THE NORTH CORNER OF
 DG5615'ASPHALT PARKING. MARK IS ABOUT 6 FT (1.8 M) LOWER THAN ROAD AND
 DG5615'PROJECTS 6-INCHES ABOVE THE GROUND. LOCATED 25.0 FT (7.6 M) SOUTH OF
 DG5615'THE CENTERLINE OF ARMOUR COURT, 22.8 FT (6.9 M) NORTH OF THE NORTHEAST
 DG5615'CORNER OF A BLOCK BUILDING, 27.1 FT (8.3 M) NORTHEAST OF THE NORTHWEST
 DG5615'CORNER OF BLOCK BUILDING, 41.0 FT (12.5 M) NORTHWEST OF THE CENTER OF
 DG5615'LADDER OF THE WATER TANK, AND 3.4 FT (1.0 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1409 ***********************************************************************
 FZ1409  DESIGNATION -  ARMSTRONG
 FZ1409  PID         -  FZ1409
 FZ1409  STATE/COUNTY-  NC/GUILFORD
 FZ1409  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1409
 FZ1409                         *CURRENT SURVEY CONTROL
 FZ1409  ___________________________________________________________________
 FZ1409* NAD 83(2001)-  36 00 36.76566(N)    080 01 32.02968(W)     ADJUSTED  
 FZ1409* NAVD 88     -       260.4    (meters)     854.     (feet)  VERTCON   
 FZ1409  ___________________________________________________________________
 FZ1409  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FZ1409  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 FZ1409  HORZ ORDER  -  SECOND
 FZ1409
 FZ1409.The horizontal coordinates were established by classical geodetic methods
 FZ1409.and adjusted by the National Geodetic Survey in August 2005.
 FZ1409
 FZ1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1409
 FZ1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1409
 FZ1409.The geoid height was determined by GEOID03.
 FZ1409
 FZ1409;                    North         East     Units Scale Factor Converg.
 FZ1409;SPC NC       -   251,211.421   517,149.864   MT  0.99996009   -0 35 30.9
 FZ1409;SPC NC       -   824,182.80  1,696,682.51   sFT  0.99996009   -0 35 30.9
 FZ1409;UTM  17      - 3,985,520.238   587,813.612   MT  0.99969501   +0 34 22.6
 FZ1409
 FZ1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1409!SPC NC       -   0.99996408  x   0.99996009  =   0.99992418
 FZ1409!UTM  17      -   0.99996408  x   0.99969501  =   0.99965910
 FZ1409
 FZ1409:                Primary Azimuth Mark                     Grid Az
 FZ1409:SPC NC       -  PAYNE                                    056 58 44.3
 FZ1409:UTM  17      -  PAYNE                                    055 48 50.8
 FZ1409
 FZ1409|---------------------------------------------------------------------|
 FZ1409| PID    Reference Object                     Distance      Geod. Az  |
 FZ1409|                                                           dddmmss.s |
 FZ1409| FZ1446 PAYNE                               APPROX. 1.2 KM 0562313.4 |
 FZ1409|---------------------------------------------------------------------|
 FZ1409
 FZ1409                          SUPERSEDED SURVEY CONTROL
 FZ1409
 FZ1409  NAD 83(1993)-  36 00 36.77237(N)    080 01 32.04008(W) AD(       ) 2
 FZ1409  NAD 83(1986)-  36 00 36.77248(N)    080 01 32.04006(W) AD(       ) 2
 FZ1409  NAD 27      -  36 00 36.27857(N)    080 01 32.89350(W) AD(       ) 2
 FZ1409  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG    3  
 FZ1409
 FZ1409.Superseded values are not recommended for survey control.
 FZ1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1409.See file dsdata.txt to determine how the superseded data were derived.
 FZ1409
 FZ1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8781485520(NAD 83)
 FZ1409_MARKER: DE = TRAVERSE STATION DISK
 FZ1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1409_STAMPING: ARMSTRONG 1967
 FZ1409_MARK LOGO: NCGS  
 FZ1409_PROJECTION: FLUSH
 FZ1409_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1409+STABILITY: SURFACE MOTION
 FZ1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1409+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1994
 FZ1409
 FZ1409  HISTORY     - Date     Condition        Report By
 FZ1409  HISTORY     - 1967     MONUMENTED       NCGS
 FZ1409  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FZ1409  HISTORY     - 19940509 GOOD             NCGS
 FZ1409
 FZ1409                          STATION DESCRIPTION
 FZ1409
 FZ1409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FZ1409'ARMSTRONG IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ1409'ESTABLISHED IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FZ1409'
 FZ1409'ARMSTRONG IS LOCATED APPROXIMATELY 5.7 MILES NORTHWEST OF THE
 FZ1409'INTERSECTION OF U.S. 29A AND U.S. 311 IN THE CENTER OF HIGH
 FZ1409'POINT.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR
 FZ1409'1820 WITH U.S. 311, GO NORTH ON SR 1820 FOR 0.6 MILE TO
 FZ1409'INTERSECTION OF SR 1829 (OLD MILL RD.) WITH SR 1820, TURN
 FZ1409'RIGHT (EAST) ON OLD MILL RD. FOR 0.75 MILE TO SR 1899
 FZ1409'(IMPERIAL DRIVE), TURN RIGHT (SOUTHERLY) ON SR 1899 FOR 0.7
 FZ1409'MILE TO STATION.  STATION IS LOCATED ON THE EAST SIDE OF
 FZ1409'IMPERIAL DRIVE ON PROPERTY LINE BETWEEN TWO BRICK HOUSES,
 FZ1409'UNDER OVERHEAD TELEPHONE CABLE LINE.
 FZ1409'
 FZ1409'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1409'ARMSTRONG 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FZ1409'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1409'
 FZ1409'MARK IS
 FZ1409'
 FZ1409'61.0 FT NE OF C/L OF SR 1899 (IMPERIAL DRIVE)
 FZ1409'
 FZ1409'30.1 FT NE OF TP 397-1/2 WITH ALUMINUM REF. TAG
 FZ1409'
 FZ1409'3.8 FT SSE OF TP 397 WITH ALUMINUM REF. TAG
 FZ1409'
 FZ1409'70.4 FT NW OF NE CORNER OF PORCH TO HOUSE NO. 3416
 FZ1409'
 FZ1409'17.2 FT SE OF C/L OF DRIVEWAY
 FZ1409'
 FZ1409'67.6 FT S OF SW CORNER OF BRICK HOUSE
 FZ1409'
 FZ1409'87.9 FT NE OF TP 398
 FZ1409
 FZ1409                          STATION RECOVERY (1986)
 FZ1409
 FZ1409'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 FZ1409'MARK NOT FOUND.
 FZ1409
 FZ1409                          STATION RECOVERY (1994)
 FZ1409
 FZ1409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ1409'RECOVERED AS DESCRIBED.  LOCATED 70.4 FT (21.5 M) NORTHWEST OF THE
 FZ1409'NORTHEAST CORNER OF THE PORCH OF HOUSE 3412 AND 67.6 SOUTH OF
 FZ1409'SOUTHWEST CORNER OF BRICK HOUSE 3416.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4643 ***********************************************************************
 FA4643  DESIGNATION -  ARMSTRONG
 FA4643  PID         -  FA4643
 FA4643  STATE/COUNTY-  NC/DAVIDSON
 FA4643  USGS QUAD   -  DENTON (1980)
 FA4643
 FA4643                         *CURRENT SURVEY CONTROL
 FA4643  ___________________________________________________________________
 FA4643* NAD 83(2001)-  35 38 47.52309(N)    080 06 31.96367(W)     ADJUSTED  
 FA4643* NAVD 88     -       207.5    (meters)     681.     (feet)  VERTCON   
 FA4643  ___________________________________________________________________
 FA4643  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FA4643  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA4643  HORZ ORDER  -  SECOND
 FA4643
 FA4643.The horizontal coordinates were established by classical geodetic methods
 FA4643.and adjusted by the National Geodetic Survey in August 2005.
 FA4643
 FA4643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4643
 FA4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4643
 FA4643.The geoid height was determined by GEOID03.
 FA4643
 FA4643;                    North         East     Units Scale Factor Converg.
 FA4643;SPC NC       -   210,945.469   509,188.875   MT  0.99989626   -0 38 24.0
 FA4643;SPC NC       -   692,076.93  1,670,563.83   sFT  0.99989626   -0 38 24.0
 FA4643;UTM  17      - 3,945,110.711   580,672.554   MT  0.99968020   +0 31 09.7
 FA4643
 FA4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4643!SPC NC       -   0.99997220  x   0.99989626  =   0.99986846
 FA4643!UTM  17      -   0.99997220  x   0.99968020  =   0.99965241
 FA4643
 FA4643                          SUPERSEDED SURVEY CONTROL
 FA4643
 FA4643  NAD 83(1986)-  35 38 47.53183(N)    080 06 31.97278(W) AD(       ) 2
 FA4643  NGVD 29 (02/28/92)  207.8    (m)          682.     (f) VERT ANG    3  
 FA4643
 FA4643.Superseded values are not recommended for survey control.
 FA4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4643.See file dsdata.txt to determine how the superseded data were derived.
 FA4643
 FA4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8067345111(NAD 83)
 FA4643_MARKER: DE = TRAVERSE STATION DISK
 FA4643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4643_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4643+STABILITY: SURFACE MOTION
 FA4643
 FA4643  HISTORY     - Date     Condition        Report By
 FA4643  HISTORY     - 1983     MONUMENTED       NCGS
 FA4643
 FA4643                          STATION DESCRIPTION
 FA4643
 FA4643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4643'THE STATION IS LOCATED ABOUT 1.0 MI NORTH-NORTHEAST OF DENTON.
 FA4643'
 FA4643'ALONG SR 2414 (OLD NC 109) FOR 1.0 MI NORTH FROM THE INTERSECTION
 FA4643'WITH NC 47 (SALISBURY STREET), IN THE SHOULDER, ACROSS THE ROAD
 FA4643'FROM THE LARGE WHITE FRAME RESIDENCE OF W.R. ARMSTRONG.
 FA4643'
 FA4643'THE STATION IS A STANDARD NCGS DISK STAMPED---ARMSTRONG 1983---, SET
 FA4643'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4643'RECESSED 4 INCHES BELOW GROUND.  LOCATED 22.2 FT NORTHWEST OF THE
 FA4643'CENTERLINE OF THE ROAD, 121.8 FT NORTH OF THE NORTHWEST CORNER OF
 FA4643'A PORCH, 148.0 FT EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 FA4643'CONCRETE BLOCK BUILDING--AND 13.2 FT EAST OF A BRACE POLE, 19.1 FT
 FA4643'SOUTH OF A 6-INCH GUM--BOTH WITH REFERENCE TAGS.
 FA4643'
 FA4643'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7890 ***********************************************************************
 AE7890  DESIGNATION -  ARMSTRONG
 AE7890  PID         -  AE7890
 AE7890  STATE/COUNTY-  NC/MCDOWELL
 AE7890  USGS QUAD   -  LITTLE SWITZERLAND (1994)
 AE7890
 AE7890                         *CURRENT SURVEY CONTROL
 AE7890  ___________________________________________________________________
 AE7890* NAD 83(2001)-  35 47 40.62988(N)    082 02 07.22605(W)     ADJUSTED  
 AE7890* NAVD 88     -       427.240  (meters)    1401.70   (feet)  ADJUSTED  
 AE7890  ___________________________________________________________________
 AE7890  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 AE7890  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AE7890  DYNAMIC HT  -         426.812 (meters)    1400.30  (feet)  COMP
 AE7890  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 AE7890
 AE7890  HORZ ORDER  -  SECOND
 AE7890  VERT ORDER  -  SECOND    CLASS II
 AE7890
 AE7890.The horizontal coordinates were established by classical geodetic methods
 AE7890.and adjusted by the National Geodetic Survey in August 2005.
 AE7890
 AE7890.The orthometric height was determined by differential leveling
 AE7890.and adjusted in May 1998.
 AE7890
 AE7890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7890
 AE7890.The geoid height was determined by GEOID03.
 AE7890
 AE7890.The dynamic height is computed by dividing the NAVD 88
 AE7890.geopotential number by the normal gravity value computed on the
 AE7890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7890.degrees latitude (g = 980.6199 gals.).
 AE7890
 AE7890.The modeled gravity was interpolated from observed gravity values.
 AE7890
 AE7890;                    North         East     Units Scale Factor Converg.
 AE7890;SPC NC       -   231,007.935   335,281.286   MT  0.99991737   -1 45 06.9
 AE7890;SPC NC       -   757,898.53  1,100,002.02   sFT  0.99991737   -1 45 06.9
 AE7890;UTM  17      - 3,961,663.555   406,444.244   MT  0.99970785   -0 36 20.1
 AE7890
 AE7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7890!SPC NC       -   0.99993786  x   0.99991737  =   0.99985524
 AE7890!UTM  17      -   0.99993786  x   0.99970785  =   0.99964573
 AE7890
 AE7890|---------------------------------------------------------------------|
 AE7890| PID    Reference Object                     Distance      Geod. Az  |
 AE7890|                                                           dddmmss.s |
 AE7890| AE7891 H 140                                50.172 METERS 02344     |
 AE7890| AE7889 WOODLAWN                            380.866 METERS 21825     |
 AE7890|---------------------------------------------------------------------|
 AE7890
 AE7890                          SUPERSEDED SURVEY CONTROL
 AE7890
 AE7890  NAD 83(1995)-  35 47 40.63017(N)    082 02 07.22569(W) AD(       ) 2
 AE7890  NAD 83(1986)-  35 47 40.63795(N)    082 02 07.22609(W) AD(       ) 2
 AE7890  NGVD 29 (05/27/98)  427.35   (m)         1402.1    (f) LEVELING    3  
 AE7890
 AE7890.Superseded values are not recommended for survey control.
 AE7890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7890.See file dsdata.txt to determine how the superseded data were derived.
 AE7890
 AE7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0644461664(NAD 83)
 AE7890_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7890_STAMPING: ARMSTRONG 1986
 AE7890_MARK LOGO: NCGS  
 AE7890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7890+STABILITY: SURFACE MOTION
 AE7890
 AE7890  HISTORY     - Date     Condition        Report By
 AE7890  HISTORY     - 1986     MONUMENTED       NCGS
 AE7890
 AE7890                          STATION DESCRIPTION
 AE7890
 AE7890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE7890'STATION IS LOCATED IN WOODLAWN, AND 12.4 KM (7.70 MI) NORTH-NORTHWEST
 AE7890'OF MARION. ALONG US 221-NC 226 FOR 0.15 KM (0.10 MI) SOUTH FROM THE
 AE7890'JUNCTION AT WOODLAWN TO SR 1442 (GRACE GREENLEE ROAD), ON THE SOUTH
 AE7890'SIDE OF THE T-INTERSECTION. MARK IS FLUSH WITH GROUND AND ABOUT LEVEL
 AE7890'WITH THE HIGHWAY. LOCATED 6.1 M (20.0 FT) SOUTHEAST FROM THE
 AE7890'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) SOUTH OF THE
 AE7890'T-INTERSECTION, 48.62 M (159.51 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 AE7890'CORNER OF THE ARMSTRONG CREEK BRIDGE--AND 9.6 M (31.5 FT)
 AE7890'SOUTH-SOUTHWEST OF A SIGN POST, 23.62 M (77.49 FT) NORTH OF A 10 INCH
 AE7890'SYCAMORE--BOTH WITH REFERENCE TAGS. REFERENCE OBJECT IS A STANDARD NGS
 AE7890'DISK STAMPED---H 140---, SET IN THE SOUTHWEST WINGWALL OF BRIDGE,
 AE7890'50.184 M (164.645 FT) NORTH-NORTHEAST FROM THE STATION. BENCH MARK IS
 AE7890'0.264 M (0.866 FT) ABOVE ELEVATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8455 ***********************************************************************
 AE8455  DESIGNATION -  ARMSTRONG
 AE8455  PID         -  AE8455
 AE8455  STATE/COUNTY-  NC/MONTGOMERY
 AE8455  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8455
 AE8455                         *CURRENT SURVEY CONTROL
 AE8455  ___________________________________________________________________
 AE8455* NAD 83(2001)-  35 20 11.61660(N)    080 03 17.92508(W)     ADJUSTED  
 AE8455* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 AE8455  ___________________________________________________________________
 AE8455  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AE8455  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AE8455  HORZ ORDER  -  SECOND
 AE8455
 AE8455.The horizontal coordinates were established by classical geodetic methods
 AE8455.and adjusted by the National Geodetic Survey in August 2005.
 AE8455
 AE8455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8455
 AE8455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8455
 AE8455.The geoid height was determined by GEOID03.
 AE8455
 AE8455;                    North         East     Units Scale Factor Converg.
 AE8455;SPC NC       -   176,506.761   513,704.019   MT  0.99987368   -0 36 32.0
 AE8455;SPC NC       -   579,089.27  1,685,377.27   sFT  0.99987368   -0 36 32.0
 AE8455;UTM  17      - 3,910,777.005   585,881.431   MT  0.99969089   +0 32 47.8
 AE8455
 AE8455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8455!SPC NC       -   0.99998796  x   0.99987368  =   0.99986165
 AE8455!UTM  17      -   0.99998796  x   0.99969089  =   0.99967886
 AE8455
 AE8455                          SUPERSEDED SURVEY CONTROL
 AE8455
 AE8455  NAD 83(1986)-  35 20 11.62665(N)    080 03 17.93621(W) AD(       ) 2
 AE8455  NGVD 29 (04/08/98)  107.4    (m)          352.     (f) VERT ANG    3  
 AE8455
 AE8455.Superseded values are not recommended for survey control.
 AE8455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8455.See file dsdata.txt to determine how the superseded data were derived.
 AE8455
 AE8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8588110777(NAD 83)
 AE8455_MARKER: DE = TRAVERSE STATION DISK
 AE8455_SETTING: 0 = UNSPECIFIED SETTING
 AE8455_STAMPING: ARMSTRONG 1983
 AE8455_MARK LOGO: USFS  
 AE8455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8455
 AE8455  HISTORY     - Date     Condition        Report By
 AE8455  HISTORY     - 1983     MONUMENTED       NCGS
 AE8455
 AE8455                          STATION DESCRIPTION
 AE8455
 AE8455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8455'STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) WEST OF TROY AND 14.6 KM
 AE8455'(9.05 MI) NORTH-NORTHWEST OF MT. GILEAD.$PROCEED ALONG NC 24-27 FOR
 AE8455'1.55 KM (0.95 MI) EAST FROM NC 73 TO SR 1150, THENCE NORTH ALONG SR
 AE8455'1150 FOR 3.3 KM (2.05 MI) TO THE STATION IN THE WEST SHOULDER, OR 0.65
 AE8455'KM (0.40 MI) SOUTH OF ENTRANCE TO HOLIDAY SHORES.$MARK IS A 3-INCH
 AE8455'ALUMINUM MONUMENT FLUSH WITH GROUND AND LEVEL WITH THE HIGHWAY.
 AE8455'LOCATED 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF SR 1150, 27.0 M
 AE8455'(88.6 FT) NORTHEAST OF THE NORTH END OF A CULVERT UNDER SR 1150--AND
 AE8455'9.8 M (32.2 FT) WEST-NORTHWEST OF A 10-INCH SHORTLEAF PINE, 39.0 M
 AE8455'(128.0 FT) NORTH OF A ROAD SIGN POST, 51.4 M (168.6 FT)
 AE8455'SOUTH-SOUTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3953 ***********************************************************************
 AH3953  DESIGNATION -  ARMSTRONG
 AH3953  PID         -  AH3953
 AH3953  STATE/COUNTY-  NC/SURRY
 AH3953  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3953
 AH3953                         *CURRENT SURVEY CONTROL
 AH3953  ___________________________________________________________________
 AH3953* NAD 83(2001)-  36 26 08.36421(N)    080 31 57.66691(W)     ADJUSTED  
 AH3953* NAVD 88     -       358.8    (meters)    1177.     (feet)  VERTCON   
 AH3953  ___________________________________________________________________
 AH3953  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH3953  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AH3953  HORZ ORDER  -  SECOND
 AH3953
 AH3953.The horizontal coordinates were established by classical geodetic methods
 AH3953.and adjusted by the National Geodetic Survey in August 2005.
 AH3953
 AH3953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3953
 AH3953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3953
 AH3953.The geoid height was determined by GEOID03.
 AH3953
 AH3953;                    North         East     Units Scale Factor Converg.
 AH3953;SPC NC       -   299,004.324   472,166.353   MT  1.00008619   -0 53 04.6
 AH3953;SPC NC       -   980,983.35  1,549,099.11   sFT  1.00008619   -0 53 04.6
 AH3953;UTM  17      - 4,032,372.363   541,885.233   MT  0.99962161   +0 16 39.2
 AH3953
 AH3953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3953!SPC NC       -   0.99994892  x   1.00008619  =   1.00003511
 AH3953!UTM  17      -   0.99994892  x   0.99962161  =   0.99957055
 AH3953
 AH3953:                Primary Azimuth Mark                     Grid Az
 AH3953:SPC NC       -  ARMSTRONG AZ MK                          027 38 03.3
 AH3953:UTM  17      -  ARMSTRONG AZ MK                          026 28 19.5
 AH3953
 AH3953|---------------------------------------------------------------------|
 AH3953| PID    Reference Object                     Distance      Geod. Az  |
 AH3953|                                                           dddmmss.s |
 AH3953| AH3954 ARMSTRONG AZ MK                     463.004 METERS 0264458.7 |
 AH3953|---------------------------------------------------------------------|
 AH3953
 AH3953                          SUPERSEDED SURVEY CONTROL
 AH3953
 AH3953  NAD 83(1986)-  36 26 08.37175(N)    080 31 57.67202(W) AD(       ) 2
 AH3953  NGVD 29 (12/22/97)  359.0    (m)         1178.     (f) VERT ANG    3  
 AH3953
 AH3953.Superseded values are not recommended for survey control.
 AH3953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3953.See file dsdata.txt to determine how the superseded data were derived.
 AH3953
 AH3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4188532372(NAD 83)
 AH3953_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3953_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH3953+WITH SETTING: PAVEMENT
 AH3953_SP_SET: FLOOR OF OVERPASS
 AH3953_STAMPING: ARMSTRONG 1986
 AH3953_MARK LOGO: NCGS  
 AH3953_PROJECTION: FLUSH
 AH3953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3953+STABILITY: SURFACE MOTION
 AH3953
 AH3953  HISTORY     - Date     Condition        Report By
 AH3953  HISTORY     - 1986     MONUMENTED       NCGS
 AH3953
 AH3953                          STATION DESCRIPTION
 AH3953
 AH3953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3953'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF PILOT MOUNTAIN,
 AH3953'AND ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF MT. AIRY. ALONG US 52 FOR 5.3
 AH3953'KM (3.30 MI) SOUTHEAST FROM US 52 BUSINESS, AT THE SR 1822 (ARMSTRONG
 AH3953'RD.) OVERPASS, IN THE SOUTHEAST EDGE OF THE CONCRETE BRIDGE FLOOR.
 AH3953'MARK IS SET FLUSH IN A DRILL HOLE. LOCATED 4 M (13.1 FT) SOUTHEAST OF
 AH3953'THE CENTERLINE OF ROAD, 0.8 M (2.6 FT) NORTHWEST OF THE GUARDRAIL,
 AH3953'12.4 M (40.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 AH3953'CONCRETE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3954 ***********************************************************************
 AH3954  DESIGNATION -  ARMSTRONG AZ MK
 AH3954  PID         -  AH3954
 AH3954  STATE/COUNTY-  NC/SURRY
 AH3954  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3954
 AH3954                         *CURRENT SURVEY CONTROL
 AH3954  ___________________________________________________________________
 AH3954* NAD 83(2001)-  36 26 21.77742(N)    080 31 49.29959(W)     ADJUSTED  
 AH3954* NAVD 88     -       370.3    (meters)    1215.     (feet)  VERTCON   
 AH3954  ___________________________________________________________________
 AH3954  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH3954  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AH3954  HORZ ORDER  -  SECOND
 AH3954
 AH3954.The horizontal coordinates were established by classical geodetic methods
 AH3954.and adjusted by the National Geodetic Survey in August 2005.
 AH3954
 AH3954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3954
 AH3954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3954
 AH3954.The geoid height was determined by GEOID03.
 AH3954
 AH3954;                    North         East     Units Scale Factor Converg.
 AH3954;SPC NC       -   299,414.547   472,381.125   MT  1.00008754   -0 52 59.8
 AH3954;SPC NC       -   982,329.23  1,549,803.74   sFT  1.00008754   -0 52 59.8
 AH3954;UTM  17      - 4,032,786.665   542,091.545   MT  0.99962183   +0 16 44.2
 AH3954
 AH3954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3954!SPC NC       -   0.99994712  x   1.00008754  =   1.00003465
 AH3954!UTM  17      -   0.99994712  x   0.99962183  =   0.99956897
 AH3954
 AH3954                          SUPERSEDED SURVEY CONTROL
 AH3954
 AH3954  NAD 83(1986)-  36 26 21.78495(N)    080 31 49.30471(W) AD(       ) 2
 AH3954  NGVD 29 (12/22/97)  370.5    (m)         1216.     (f) VERT ANG    3  
 AH3954
 AH3954.Superseded values are not recommended for survey control.
 AH3954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3954.See file dsdata.txt to determine how the superseded data were derived.
 AH3954
 AH3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4209232787(NAD 83)
 AH3954_MARKER: DZ = AZIMUTH MARK DISK
 AH3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3954_STAMPING: ARMSTRONG 1986
 AH3954_MARK LOGO: NCGS  
 AH3954_PROJECTION: FLUSH
 AH3954_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3954+STABILITY: SURFACE MOTION
 AH3954
 AH3954  HISTORY     - Date     Condition        Report By
 AH3954  HISTORY     - 1986     MONUMENTED       NCGS
 AH3954
 AH3954                          STATION DESCRIPTION
 AH3954
 AH3954'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3954'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHWEST OF PILOT MOUNTAIN,
 AH3954'AND ABOUT 9.5 KM (5.90 MI) SOUTHEAST OF MT. AIRY. ALONG SR 1822
 AH3954'(ARMSTRONG RD.) FOR 0.4 KM (0.25 MI) NORTHEAST FROM THE MAIN
 AH3954'STATION--ARMSTRONG--, IN SHOULDER ACROSS FROM RIFTON WAGONER
 AH3954'RESIDENCE, AT NORTHEAST CORNER OF WOODS. MARK IS RECESSED 1 INCH BELOW
 AH3954'GROUND AND LEVEL WITH THE ROAD. LOCATED 21.8 M (71.5 FT) NORTHWEST OF
 AH3954'THE CENTERLINE OF GRAVEL ROAD, 29 M (95.1 FT) NORTH-NORTHEAST OF THE
 AH3954'NORTHEAST END OF DRIVEWAY CULVERT--AND 2.4 M (7.9 FT) EAST OF A
 AH3954'TELEPHONE PEDESTAL BESIDE SERVICE POLE, 22 M (72.2 FT) WEST OF A POWER
 AH3954'POLE WITH TRANSFORMER (AT END OF OLD BOARD FENCE)--BOTH WITH REFERENCE
 AH3954'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3479 ***********************************************************************
 EZ3479  DESIGNATION -  ARMY
 EZ3479  PID         -  EZ3479
 EZ3479  STATE/COUNTY-  NC/RICHMOND
 EZ3479  USGS QUAD   -  PINEBLUFF (1982)
 EZ3479
 EZ3479                         *CURRENT SURVEY CONTROL
 EZ3479  ___________________________________________________________________
 EZ3479* NAD 83(2001)-  35 03 08.73176(N)    079 29 13.71499(W)     ADJUSTED  
 EZ3479* NAVD 88     -        96.1    (meters)     315.     (feet)  VERTCON   
 EZ3479  ___________________________________________________________________
 EZ3479  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 EZ3479  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 EZ3479  HORZ ORDER  -  SECOND
 EZ3479
 EZ3479.The horizontal coordinates were established by classical geodetic methods
 EZ3479.and adjusted by the National Geodetic Survey in August 2005.
 EZ3479
 EZ3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3479
 EZ3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3479
 EZ3479.The geoid height was determined by GEOID03.
 EZ3479
 EZ3479;                    North         East     Units Scale Factor Converg.
 EZ3479;SPC NC       -   144,587.110   565,164.778   MT  0.99987861   -0 16 52.2
 EZ3479;SPC NC       -   474,366.21  1,854,211.44   sFT  0.99987861   -0 16 52.2
 EZ3479;UTM  17      - 3,879,903.142   637,968.095   MT  0.99983460   +0 52 08.4
 EZ3479
 EZ3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3479!SPC NC       -   0.99998992  x   0.99987861  =   0.99986853
 EZ3479!UTM  17      -   0.99998992  x   0.99983460  =   0.99982452
 EZ3479
 EZ3479:                Primary Azimuth Mark                     Grid Az
 EZ3479:SPC NC       -  ALEXANDER                                254 23 37.1
 EZ3479:UTM  17      -  ALEXANDER                                253 14 36.5
 EZ3479
 EZ3479|---------------------------------------------------------------------|
 EZ3479| PID    Reference Object                     Distance      Geod. Az  |
 EZ3479|                                                           dddmmss.s |
 EZ3479| EZ3471 ALEXANDER                           APPROX. 0.5 KM 2540644.9 |
 EZ3479| EZ3482 MACKALL                             206.879 METERS 32950     |
 EZ3479|---------------------------------------------------------------------|
 EZ3479
 EZ3479                          SUPERSEDED SURVEY CONTROL
 EZ3479
 EZ3479  NAD 83(1986)-  35 03 08.72332(N)    079 29 13.71467(W) AD(       ) 2
 EZ3479  NAD 27      -  35 03 08.16397(N)    079 29 14.56763(W) AD(       ) 2
 EZ3479  NGVD 29 (07/19/86)   96.3    (m)          316.     (f) VERT ANG    3  
 EZ3479
 EZ3479.Superseded values are not recommended for survey control.
 EZ3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3479.See file dsdata.txt to determine how the superseded data were derived.
 EZ3479
 EZ3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3796879903(NAD 83)
 EZ3479_MARKER: DE = TRAVERSE STATION DISK
 EZ3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3479_STAMPING: ARMY 1972
 EZ3479_MARK LOGO: NCGS  
 EZ3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3479+STABILITY: SURFACE MOTION
 EZ3479
 EZ3479  HISTORY     - Date     Condition        Report By
 EZ3479  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3479
 EZ3479                          STATION DESCRIPTION
 EZ3479
 EZ3479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3479'ARMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3479'VICINITY OF HOFFMAN, NORTH CAROLINA.
 EZ3479'
 EZ3479'ARMY IS LOCATED APPROXIMATELY 4.0 MILES ENE OF HOFFMAN AND 6.5 MILES
 EZ3479'SW OF ABERDEEN.  TO REACH STATION FROM THE US 1 BRIDGE OVER DROWNING
 EZ3479'CREEK, PROCEED SOUTH ALONG US 1 FOR 0.35 MILE TO THE ENTRANCE TO
 EZ3479'THE NORTH GATE OF CAMP MACKALL, THENCE SOUTHEAST ALONG ROAD FOR
 EZ3479'0.75 MILE TO STATION ON LEFT.  0.05 MI. WEST OF BRIDGE OVER SEABOARD
 EZ3479'COAST LINE RAILROAD, APPROXIMATELY 40 FEET ABOVE NORMAL GROUND LEVEL
 EZ3479'AND ABOUT 12 FEET BELOW BRIDGE.
 EZ3479'
 EZ3479'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARMY
 EZ3479'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3479'FLUSH WITH THE GROUND.
 EZ3479'
 EZ3479'MARK IS
 EZ3479'18.1 FEET E OF C/L OF PAVED ROAD.
 EZ3479'5.2 FEET NNE OF 2X6 GUARD POST ON E SIDE OF PAVED ROAD AND WITH
 EZ3479'ALUMINUM REF. TAG.
 EZ3479'7.2 FEET SE OF 2X6 GUARD POST ON E SIDE OF PAVED ROAD AND WITH
 EZ3479'ALUMINUM REF. TAG.
 EZ3479'34.0 FEET ENE OF 2X8 GUARD POST ON W SIDE OF PAVED ROAD AND
 EZ3479'WITH ALUMINUM REF. TAG.
 EZ3479'33.3 FEET E OF 2X6 GUARD POST ON W SIDE OF PAVED ROAD AND
 EZ3479'WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8876 ***********************************************************************
 AI8876  DESIGNATION -  ARNEY
 AI8876  PID         -  AI8876
 AI8876  STATE/COUNTY-  NC/BURKE
 AI8876  USGS QUAD   -  MORGANTON NORTH (1993)
 AI8876
 AI8876                         *CURRENT SURVEY CONTROL
 AI8876  ___________________________________________________________________
 AI8876* NAD 83(2007)-  35 49 45.20783(N)    081 43 24.51789(W)     ADJUSTED  
 AI8876* NAVD 88     -       343.4    (meters)    1127.     (feet)  GPS OBS   
 AI8876  ___________________________________________________________________
 AI8876  EPOCH DATE  -        2002.00
 AI8876  X           -     745,285.605 (meters)                     COMP
 AI8876  Y           -  -5,123,443.044 (meters)                     COMP
 AI8876  Z           -   3,713,027.344 (meters)                     COMP
 AI8876  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AI8876  ELLIP HEIGHT-         311.190 (meters)          (02/10/07) ADJUSTED
 AI8876  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AI8876
 AI8876  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8876  Type    PID    Designation                      North   East  Ellip
 AI8876  -------------------------------------------------------------------
 AI8876  NETWORK AI8876 ARNEY                             0.57   0.43   1.00
 AI8876  -------------------------------------------------------------------
 AI8876
 AI8876.The horizontal coordinates were established by GPS observations
 AI8876.and adjusted by the National Geodetic Survey in February 2007.
 AI8876
 AI8876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8876.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8876.The horizontal coordinates are valid at the epoch date displayed above.
 AI8876.The epoch date for horizontal control is a decimal equivalence
 AI8876.of Year/Month/Day.
 AI8876
 AI8876.The orthometric height was determined by GPS observations and a
 AI8876.high-resolution geoid model.
 AI8876
 AI8876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8876
 AI8876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8876
 AI8876.The ellipsoidal height was determined by GPS observations
 AI8876.and is referenced to NAD 83.
 AI8876
 AI8876.The geoid height was determined by GEOID03.
 AI8876
 AI8876;                    North         East     Units Scale Factor Converg.
 AI8876;SPC NC       -   234,028.264   363,563.886   MT  0.99992327   -1 34 18.9
 AI8876;SPC NC       -   767,807.73  1,192,792.52   sFT  0.99992327   -1 34 18.9
 AI8876;UTM  17      - 3,965,248.724   434,653.876   MT  0.99965262   -0 25 24.7
 AI8876
 AI8876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8876!SPC NC       -   0.99995116  x   0.99992327  =   0.99987443
 AI8876!UTM  17      -   0.99995116  x   0.99965262  =   0.99960380
 AI8876
 AI8876                          SUPERSEDED SURVEY CONTROL
 AI8876
 AI8876  NAD 83(2001)-  35 49 45.20789(N)    081 43 24.51780(W) AD(       ) 1
 AI8876  ELLIP H (03/13/03)  311.206  (m)                       GP(       ) 4 2
 AI8876  NAD 83(1986)-  35 49 45.21582(N)    081 43 24.52041(W) AD(       ) 1
 AI8876
 AI8876.Superseded values are not recommended for survey control.
 AI8876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8876.See file dsdata.txt to determine how the superseded data were derived.
 AI8876
 AI8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3465465249(NAD 83)
 AI8876_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8876_STAMPING: ARNEY 1995
 AI8876_MARK LOGO: NCGS  
 AI8876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8876+STABILITY: SURFACE MOTION
 AI8876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8876+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8876
 AI8876  HISTORY     - Date     Condition        Report By
 AI8876  HISTORY     - 1995     MONUMENTED       NCGS
 AI8876
 AI8876                          STATION DESCRIPTION
 AI8876
 AI8876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8876'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHEAST OF GOLD AND 6.2 MI
 AI8876'(10.0 KM) NORTH-NORTHWEST OF MORGANTON, AT THE WORRY CROSSROADS, AT
 AI8876'SUB STATION.
 AI8876'PROCEED ALONG NC 18 FOR 0.8 MI (1.3 KM) SOUTHWEST FROM THE NC 18
 AI8876'BRIDGE OVER JOHNS RIVER, THENCE NORTHWEST FOR 4.2 MI (6.8 KM) ALONG SR
 AI8876'1423-PIEDMONT ROAD TO SR 1438-CORPENING BRIDGE ROAD AND STATION NEAR
 AI8876'THE SOUTHWEST CORNER OF FENCE AROUND POWER SUB STATION.
 AI8876'MARK IS ABOUT 7-FEET HIGHER THAN ROAD AND FLUSH WITH SURFACE. LOCATED
 AI8876'170.0 FT (51.8 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 1423, 104.0
 AI8876'FT (31.7 M) NORTHWEST OF THE CENTERLINE OF SR 1438, 286.0 FT (87.2 M)
 AI8876'NORTHEAST OF THE CENTERLINE INTERSECTION, 74.1 FT (22.6 M) SOUTHEAST
 AI8876'OF THE SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND SUB STATION, 91.4
 AI8876'FT (27.9 M) EAST-NORTHEAST OF A POWER POLE, 110.7 FT (33.7 M)
 AI8876'SOUTH-SOUTHWEST OF A POWER POLE, AND 103.6 FT (31.6 M) WEST-SOUTHWEST
 AI8876'OF A POWER POLE---ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8943 ***********************************************************************
 AI8943  DESIGNATION -  ARNEY AZ MK
 AI8943  PID         -  AI8943
 AI8943  STATE/COUNTY-  NC/BURKE
 AI8943  USGS QUAD   -  MORGANTON NORTH (1993)
 AI8943
 AI8943                         *CURRENT SURVEY CONTROL
 AI8943  ___________________________________________________________________
 AI8943* NAD 83(2001)-  35 49 39.53126(N)    081 43 30.77288(W)     ADJUSTED  
 AI8943* NAVD 88     -       333.1    (meters)    1093.     (feet)  VERT ANG  
 AI8943  ___________________________________________________________________
 AI8943  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AI8943  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AI8943  HORZ ORDER  -  SECOND
 AI8943
 AI8943.The horizontal coordinates were established by classical geodetic methods
 AI8943.and adjusted by the National Geodetic Survey in August 2005.
 AI8943
 AI8943.The orthometric height was determined by vertical angle observations.
 AI8943
 AI8943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8943
 AI8943.The geoid height was determined by GEOID03.
 AI8943
 AI8943;                    North         East     Units Scale Factor Converg.
 AI8943;SPC NC       -   233,857.693   363,402.159   MT  0.99992300   -1 34 22.5
 AI8943;SPC NC       -   767,248.11  1,192,261.92   sFT  0.99992300   -1 34 22.5
 AI8943;UTM  17      - 3,965,074.993   434,495.643   MT  0.99965287   -0 25 28.3
 AI8943
 AI8943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8943!SPC NC       -   0.99995278  x   0.99992300  =   0.99987578
 AI8943!UTM  17      -   0.99995278  x   0.99965287  =   0.99960567
 AI8943
 AI8943                          SUPERSEDED SURVEY CONTROL
 AI8943
 AI8943  NAD 83(1986)-  35 49 39.53916(N)    081 43 30.77552(W) AD(       ) 2
 AI8943
 AI8943.Superseded values are not recommended for survey control.
 AI8943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8943.See file dsdata.txt to determine how the superseded data were derived.
 AI8943
 AI8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3449665075(NAD 83)
 AI8943_MARKER: DZ = AZIMUTH MARK DISK
 AI8943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8943_STAMPING: ARNEY 1996
 AI8943_MARK LOGO: NCGS  
 AI8943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8943+STABILITY: SURFACE MOTION
 AI8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8943+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8943
 AI8943  HISTORY     - Date     Condition        Report By
 AI8943  HISTORY     - 1995     MONUMENTED       NCGS
 AI8943
 AI8943                          STATION DESCRIPTION
 AI8943
 AI8943'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8943'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHEAST OF GOLD AND 6.1 MI
 AI8943'(9.8 KM) NORTH-NORTHWEST OF MORGANTON.
 AI8943'PROCEED ALONG NC 18 FOR 0.8 MI (1.3 KM) SOUTHWEST FROM THE NC 18
 AI8943'BRIDGE OVER JOHNS RIVER, THENCE NORTHWEST FOR 4.2 MI (6.8 KM) ALONG SR
 AI8943'1423-PIEDMONT ROAD, THENCE WEST FOR 0.1 MI (0.2 KM) ALONG SR
 AI8943'1439-HENDERSON MILL ROAD TO STATION.
 AI8943'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH SURFACE.  LOCATED 17.0 FT
 AI8943'(5.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1439.  73.0 FT (22.3
 AI8943'M) EAST-NORTHEAST OF THE INTERSECTION OF GRAVEL DRIVE (ACROSS ROAD) ,
 AI8943'120.9 FT (36.9 M) EAST OF A TELEPHONE PEDISTAL (ACROSS ROAD) , 29.4 FT
 AI8943'(9.0 M) WEST-NORTHWEST OF A 12-INCH PINE, 25.3 FT (7.7 M)
 AI8943'NORTH-NORTHWEST OF A 12-INCH PINE, AND 35.9 FT (10.9 M)
 AI8943'NORTH-NORTHEAST OF A 24-INCH TWIN PINE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1398 ***********************************************************************
 EA1398  DESIGNATION -  ARNOLD
 EA1398  PID         -  EA1398
 EA1398  STATE/COUNTY-  NC/CARTERET
 EA1398  USGS QUAD   -  SALTER PATH (1994)
 EA1398
 EA1398                         *CURRENT SURVEY CONTROL
 EA1398  ___________________________________________________________________
 EA1398* NAD 83(2001)-  34 43 29.23086(N)    076 56 29.21693(W)     ADJUSTED  
 EA1398* NAVD 88     -         7.679  (meters)      25.19   (feet)  ADJUSTED  
 EA1398  ___________________________________________________________________
 EA1398  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EA1398  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EA1398  DYNAMIC HT  -           7.672 (meters)      25.17  (feet)  COMP
 EA1398  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 EA1398
 EA1398  HORZ ORDER  -  SECOND
 EA1398  VERT ORDER  -  SECOND    CLASS II
 EA1398
 EA1398.The horizontal coordinates were established by classical geodetic methods
 EA1398.and adjusted by the National Geodetic Survey in August 2005.
 EA1398
 EA1398.The orthometric height was determined by differential leveling
 EA1398.and adjusted in June 1991.
 EA1398
 EA1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1398
 EA1398.The geoid height was determined by GEOID03.
 EA1398
 EA1398.The dynamic height is computed by dividing the NAVD 88
 EA1398.geopotential number by the normal gravity value computed on the
 EA1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1398.degrees latitude (g = 980.6199 gals.).
 EA1398
 EA1398.The modeled gravity was interpolated from observed gravity values.
 EA1398
 EA1398;                    North         East     Units Scale Factor Converg.
 EA1398;SPC NC       -   110,088.842   798,119.974   MT  0.99991460   +1 11 17.3
 EA1398;SPC NC       -   361,183.14  2,618,498.61   sFT  0.99991460   +1 11 17.3
 EA1398;UTM  18      - 3,844,239.587   322,236.389   MT  0.99998949   -1 06 22.3
 EA1398
 EA1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1398!SPC NC       -   1.00000466  x   0.99991460  =   0.99991926
 EA1398!UTM  18      -   1.00000466  x   0.99998949  =   0.99999415
 EA1398
 EA1398|---------------------------------------------------------------------|
 EA1398| PID    Reference Object                     Distance      Geod. Az  |
 EA1398|                                                           dddmmss.s |
 EA1398| EA1399 TWO PINES                           281.199 METERS 07845     |
 EA1398| EA1397 CAR 13                              433.477 METERS 2433437.5 |
 EA1398|---------------------------------------------------------------------|
 EA1398
 EA1398                          SUPERSEDED SURVEY CONTROL
 EA1398
 EA1398  NAD 83(1986)-  34 43 29.24227(N)    076 56 29.22745(W) AD(       ) 2
 EA1398  NAVD 88 (04/01/97)    7.68   (m)           25.2    (f) LEVELING    3  
 EA1398
 EA1398.Superseded values are not recommended for survey control.
 EA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1398.See file dsdata.txt to determine how the superseded data were derived.
 EA1398
 EA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2223644240(NAD 83)
 EA1398_MARKER: DE = TRAVERSE STATION DISK
 EA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1398_SP_SET: CONCRETE POST
 EA1398_STAMPING: ARNOLD 1981
 EA1398_MARK LOGO: NCGS  
 EA1398_PROJECTION: RECESSED 5 CENTIMETERS
 EA1398_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1398+STABILITY: SURFACE MOTION
 EA1398
 EA1398  HISTORY     - Date     Condition        Report By
 EA1398  HISTORY     - 1981     MONUMENTED       NCGS
 EA1398  HISTORY     - 1981     GOOD             NCGS
 EA1398  HISTORY     - 19820315 GOOD             NCGS
 EA1398  HISTORY     - 19920929 MARK NOT FOUND   NCGS
 EA1398  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA1398
 EA1398                          STATION DESCRIPTION
 EA1398
 EA1398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1398'10.5 MI EAST FROM SWANSBORO.
 EA1398'7.7 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 8.5
 EA1398'MILES WEST OF INTERSECTION WITH US 70, ON NORTH SIDE OF HIGHWAY, ON
 EA1398'PROLONGATION OF EAST EDGE OF SR 1122, AND ON PROLONGATION OF EAST SIDE
 EA1398'OF STORE ACROSS HIGHWAY, 23.0 FEET NORTH OF CENTERLINE OF HIGHWAY, 4.2
 EA1398'FEET SOUTHWEST OF SR SIGN POST WITH REFERENCE TAG AND 26.4 FEET
 EA1398'SOUTHEAST OF --LARRY ARNOLD-- SIGN POST WITH REFERENCE TAG.
 EA1398'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1398
 EA1398                          STATION RECOVERY (1982)
 EA1398
 EA1398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1398'RECOVERED AS DESCRIBED.
 EA1398
 EA1398                          STATION RECOVERY (1992)
 EA1398
 EA1398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1398'STATION IS PROBABLY LOST--REFERENCES NO LONGER VALID--AREA HAS
 EA1398'CHANGED.
 EA1398
 EA1398                          STATION RECOVERY (2004)
 EA1398
 EA1398'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2940 ***********************************************************************
 EA2940  HT_MOD      -  This is a Height Modernization Survey Station.
 EA2940  CBN         -  This is a Cooperative Base Network Control Station.
 EA2940  DESIGNATION -  ARNOLD
 EA2940  PID         -  EA2940
 EA2940  STATE/COUNTY-  NC/DUPLIN
 EA2940  USGS QUAD   -  POTTERS HILL (1980)
 EA2940
 EA2940                         *CURRENT SURVEY CONTROL
 EA2940  ___________________________________________________________________
 EA2940* NAD 83(2007)-  34 58 51.69144(N)    077 41 43.55525(W)     ADJUSTED  
 EA2940* NAVD 88     -        35.07   (meters)     115.1    (feet)  GPS OBS   
 EA2940  ___________________________________________________________________
 EA2940  EPOCH DATE  -        2002.00
 EA2940  X           -   1,114,904.298 (meters)                     COMP
 EA2940  Y           -  -5,111,454.894 (meters)                     COMP
 EA2940  Z           -   3,636,141.606 (meters)                     COMP
 EA2940  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EA2940  ELLIP HEIGHT-          -1.304 (meters)          (02/10/07) ADJUSTED
 EA2940  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 EA2940
 EA2940  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA2940  Type    PID    Designation                      North   East  Ellip
 EA2940  -------------------------------------------------------------------
 EA2940  NETWORK EA2940 ARNOLD                            0.57   0.55   1.80
 EA2940  -------------------------------------------------------------------
 EA2940
 EA2940.The horizontal coordinates were established by GPS observations
 EA2940.and adjusted by the National Geodetic Survey in February 2007.
 EA2940
 EA2940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA2940.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA2940.The horizontal coordinates are valid at the epoch date displayed above.
 EA2940.The epoch date for horizontal control is a decimal equivalence
 EA2940.of Year/Month/Day.
 EA2940
 EA2940.The orthometric height was determined by GPS observations and a
 EA2940.high-resolution geoid model.
 EA2940.The orthometric height was determined by GPS observations and a
 EA2940.high-resolution geoid model using precise GPS observation and
 EA2940.processing techniques. It supersedes the leveled height previously
 EA2940.determined for this station.
 EA2940
 EA2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA2940
 EA2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2940
 EA2940.The ellipsoidal height was determined by GPS observations
 EA2940.and is referenced to NAD 83.
 EA2940
 EA2940.The geoid height was determined by GEOID03.
 EA2940
 EA2940;                    North         East     Units Scale Factor Converg.
 EA2940;SPC NC       -   137,340.439   728,703.046   MT  0.99988369   +0 45 10.6
 EA2940;SPC NC       -   450,591.09  2,390,753.24   sFT  0.99988369   +0 45 10.6
 EA2940;UTM  18      - 3,874,258.380   253,949.251   MT  1.00034621   -1 32 45.9
 EA2940
 EA2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2940!SPC NC       -   1.00000020  x   0.99988369  =   0.99988389
 EA2940!UTM  18      -   1.00000020  x   1.00034621  =   1.00034641
 EA2940
 EA2940:                Primary Azimuth Mark                     Grid Az
 EA2940:SPC NC       -  ROWE                                     054 10 28.6
 EA2940:UTM  18      -  ROWE                                     056 28 25.1
 EA2940
 EA2940|---------------------------------------------------------------------|
 EA2940| PID    Reference Object                     Distance      Geod. Az  |
 EA2940|                                                           dddmmss.s |
 EA2940| EA2939 ROWE                                APPROX. 0.5 KM 0545539.2 |
 EA2940|---------------------------------------------------------------------|
 EA2940
 EA2940                          SUPERSEDED SURVEY CONTROL
 EA2940
 EA2940  NAD 83(2001)-  34 58 51.69155(N)    077 41 43.55484(W) AD(       ) B
 EA2940  ELLIP H (01/30/03)   -1.290  (m)                       GP(       ) 4 2
 EA2940  NAD 83(1986)-  34 58 51.70238(N)    077 41 43.56417(W) AD(       ) 1
 EA2940  NAD 83(1995)-  34 58 51.69187(N)    077 41 43.55427(W) AD(       ) B
 EA2940  ELLIP H (09/11/96)   -1.301  (m)                       GP(       ) 4 1
 EA2940  NAD 83(1986)-  34 58 51.69918(N)    077 41 43.56962(W) AD(       ) 1
 EA2940  NAD 27      -  34 58 51.11165(N)    077 41 44.67220(W) AD(       ) 2
 EA2940  NAVD 88 (12/16/08)   35.013  (m)          114.87   (f) ADJUSTED    2 1
 EA2940  NAVD 88 (09/30/05)   35.067  (m)          115.05   (f) UNKNOWN     2 1
 EA2940  NGVD 29 (07/19/86)   35.4    (m)          116.     (f) VERT ANG    3  
 EA2940
 EA2940.Superseded values are not recommended for survey control.
 EA2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2940.See file dsdata.txt to determine how the superseded data were derived.
 EA2940
 EA2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5394974258(NAD 83)
 EA2940_MARKER: DE = TRAVERSE STATION DISK
 EA2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2940_STAMPING: ARNOLD 1975
 EA2940_MARK LOGO: NCGS  
 EA2940_PROJECTION: FLUSH
 EA2940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2940+STABILITY: SURFACE MOTION
 EA2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2940+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 EA2940
 EA2940  HISTORY     - Date     Condition        Report By
 EA2940  HISTORY     - 1975     MONUMENTED       NCGS
 EA2940  HISTORY     - 19910907 GOOD             USPSQD
 EA2940  HISTORY     - 19931006 GOOD             NCGS
 EA2940  HISTORY     - 19971001 GOOD             NCGS
 EA2940  HISTORY     - 19990426 GOOD             NCGS
 EA2940  HISTORY     - 20001219 GOOD             NCGS
 EA2940  HISTORY     - 20040911 GOOD             GEOCAC
 EA2940  HISTORY     - 20040911 GOOD             NCGS
 EA2940  HISTORY     - 20060313 GOOD             NCGS
 EA2940
 EA2940                          STATION DESCRIPTION
 EA2940
 EA2940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA2940'ARNOLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2940'THE VICINITY OF BEULAVILLE, NORTH CAROLINA.
 EA2940'
 EA2940'ARNOLD IS LOCATED APPROXIMATELY 6.0 MILES NE OF BEULAVILLE, AND
 EA2940'10.1 MILES WNW OF RICHLANDS.  TO REACH STATION FROM INTERSECTION
 EA2940'OF NC 24 (FRONT STREET) WITH NC 41 (JACKSON STREET) IN BEULAVILLE,
 EA2940'PROCEED NORTH ALONG NC 41 FOR 0.15 MILE TO JUNCTION WITH NC 241,
 EA2940'THENCE NORTHEAST ALONG NC 41 FOR 5.8 MILES TO STATION ON LEFT AT
 EA2940'A PASTURE CORNER FENCE POST, NEAR ARNOLD JONESS MAILBOX, AND
 EA2940'0.35 MILE SOUTHWEST OF DUPLIN - JONES COUNTY LINE.
 EA2940'
 EA2940'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2940'ARNOLD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2940'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA2940'
 EA2940'MARK IS 34.9 FT NW OF C/L OF NC 41
 EA2940'
 EA2940'13.8 FT SW OF C/L OF DRIVEWAY
 EA2940'
 EA2940'7.4 FT NW OF WEST END OF 18 IN CULVERT UNDER DRIVEWAY
 EA2940'
 EA2940'3.3 FT SE OF PASTURE CORNER FENCE POST
 EA2940'
 EA2940'88.5 FT NW OF PP WITH ALUMINUM REF. TAG
 EA2940
 EA2940                          STATION RECOVERY (1991)
 EA2940
 EA2940'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA2940'RECOVERED IN GOOD CONDITION.
 EA2940
 EA2940                          STATION RECOVERY (1993)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EA2940'STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHEAST OF BEULAVILLE, AND
 EA2940'10.1 MI (16.3 KM) WEST-NORTHWEST OF RICHLANDS. PROCEED ALONG NC 41 FOR
 EA2940'0.15 MI (0.24 KM) FROM THE INTERSECTION OF NC 24-FRONT STREET, AND NC
 EA2940'41-JACKSON STREET IN BEULAVILLE TO NC 241, THENCE NORTHEAST ALONG NC
 EA2940'41 FOR 5.8 MI (9.3 KM) TO THE STATION ON THE LEFT AT A PASTURE FENCE
 EA2940'POST, AND NEAR THE MAIL BOX OF ARNOLD JONES, OR 0.35 MI (0.56 KM)
 EA2940'SOUTHWEST ALONG NC 41 FROM THE DUPLIN/JONES COUNTY LINE. MARK IS ABOUT
 EA2940'LEVEL WITH NC 41, AND IS FLUSH WITH THE GROUND. LOCATED 34.9 FT (10.6
 EA2940'M) NORTHWEST OF THE CENTERLINE OF NC 41, 13.8 FT (4.2 M) SOUTHWEST OF
 EA2940'THE CENTERLINE OF GRAVEL DRIVEWAY TO RESIDENCE, 7.4 FT (2.3 M)
 EA2940'NORTHWEST OF THE WEST END OF AN 18-INCH DRIVEWAY CULVERT--AND 3.3 FT
 EA2940'(1.0 M) SOUTHEAST OF A PASTURE CORNER FENCE POST 88.5 FT (27.0 M)
 EA2940'NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 EA2940
 EA2940                          STATION RECOVERY (1997)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EA2940'RECOVERED AS DESCRIBED.
 EA2940
 EA2940                          STATION RECOVERY (1999)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA2940'REFERENCES NOT CHECKED THIS DATE.
 EA2940
 EA2940                          STATION RECOVERY (2000)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 EA2940'RECOVERED AS DESCRIBED.
 EA2940
 EA2940                          STATION RECOVERY (2004)
 EA2940
 EA2940'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 EA2940'RECOVERED IN GOOD CONDITION.
 EA2940
 EA2940                          STATION RECOVERY (2004)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EA2940'RECOVERED AS DESCRIBED.
 EA2940
 EA2940                          STATION RECOVERY (2006)
 EA2940
 EA2940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EA2940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2094 ***********************************************************************
 EY2094  DESIGNATION -  ARNOLD
 EY2094  PID         -  EY2094
 EY2094  STATE/COUNTY-  NC/BEAUFORT
 EY2094  USGS QUAD   -  WASHINGTON (1983)
 EY2094
 EY2094                         *CURRENT SURVEY CONTROL
 EY2094  ___________________________________________________________________
 EY2094* NAD 83(2001)-  35 34 45.25392(N)    077 04 00.46645(W)     ADJUSTED  
 EY2094* NAVD 88     -         8.4    (meters)      28.     (feet)  VERTCON   
 EY2094  ___________________________________________________________________
 EY2094  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 EY2094  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EY2094  HORZ ORDER  -  SECOND
 EY2094
 EY2094.The horizontal coordinates were established by classical geodetic methods
 EY2094.and adjusted by the National Geodetic Survey in August 2005.
 EY2094
 EY2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2094
 EY2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2094
 EY2094.The geoid height was determined by GEOID03.
 EY2094
 EY2094;                    North         East     Units Scale Factor Converg.
 EY2094;SPC NC       -   204,624.669   784,796.654   MT  0.99988887   +1 06 56.8
 EY2094;SPC NC       -   671,339.43  2,574,787.02   sFT  0.99988887   +1 06 56.8
 EY2094;UTM  18      - 3,939,247.084   312,726.874   MT  1.00003220   -1 12 10.3
 EY2094
 EY2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2094!SPC NC       -   1.00000442  x   0.99988887  =   0.99989329
 EY2094!UTM  18      -   1.00000442  x   1.00003220  =   1.00003662
 EY2094
 EY2094:                Primary Azimuth Mark                     Grid Az
 EY2094:SPC NC       -  WILLIAMS                                 172 09 01.0
 EY2094:UTM  18      -  WILLIAMS                                 174 28 08.1
 EY2094
 EY2094|---------------------------------------------------------------------|
 EY2094| PID    Reference Object                     Distance      Geod. Az  |
 EY2094|                                                           dddmmss.s |
 EY2094| EY2183 WILLIAMS                            APPROX. 0.8 KM 1731557.8 |
 EY2094|---------------------------------------------------------------------|
 EY2094
 EY2094                          SUPERSEDED SURVEY CONTROL
 EY2094
 EY2094  NAD 83(1986)-  35 34 45.26340(N)    077 04 00.47816(W) AD(       ) 2
 EY2094  NAD 27      -  35 34 44.67693(N)    077 04 01.64611(W) AD(       ) 2
 EY2094  NGVD 29 (07/19/86)    8.7    (m)           29.     (f) VERT ANG    3  
 EY2094
 EY2094.Superseded values are not recommended for survey control.
 EY2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2094.See file dsdata.txt to determine how the superseded data were derived.
 EY2094
 EY2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1272739247(NAD 83)
 EY2094_MARKER: DE = TRAVERSE STATION DISK
 EY2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2094+STABILITY: SURFACE MOTION
 EY2094
 EY2094  HISTORY     - Date     Condition        Report By
 EY2094  HISTORY     - 1965     MONUMENTED       NCGS
 EY2094  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EY2094  HISTORY     - 19890729 MARK NOT FOUND   USPSQD
 EY2094  HISTORY     - 20040625 MARK NOT FOUND   USPSQD
 EY2094
 EY2094                          STATION DESCRIPTION
 EY2094
 EY2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EY2094'ARNOLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2094'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA.
 EY2094'
 EY2094'ARNOLD IS 2.4 MILES N OF WASHINGTON.  LOCATED 2.6 MILES N
 EY2094'ALONG U.S. 17 FROM N END OF PAMLICO RIVER BRIDGE.  APPROXIMATELY
 EY2094'75 FT N OF SR 1509.  0.55 MILES S OF SR 1001 AND U.S. 17 AND
 EY2094'ON W SHOULDER OF U.S. 17.
 EY2094'
 EY2094'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2094'ARNOLD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY2094'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2094'
 EY2094'MARK IS
 EY2094'
 EY2094'8.2 FT W OF YELLOW ARROW ON U.S. 17
 EY2094'
 EY2094'78.0 FT W OF TP 105 WITH ALUMINUM REF. TAG
 EY2094'
 EY2094'49.6 FT SE OF PP WITH ALUMINUM REF. TAG
 EY2094'
 EY2094'106.0 FT S OF S PECAN TREE IN ARNOLDS YARD
 EY2094'
 EY2094'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2094
 EY2094                          STATION RECOVERY (1983)
 EY2094
 EY2094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY2094'AN INVERSE FROM NCGS STATION--WILLIAM--AND 20 MINUTES OF DIGGING
 EY2094'FAILED TO SHOW ANY SIGN OF A MARK.
 EY2094
 EY2094                          STATION RECOVERY (1989)
 EY2094
 EY2094'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY2094'MARK NOT FOUND.
 EY2094
 EY2094                          STATION RECOVERY (2004)
 EY2094
 EY2094'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2803 ***********************************************************************
 EY2803  DESIGNATION -  ARNOLD
 EY2803  PID         -  EY2803
 EY2803  STATE/COUNTY-  NC/WAYNE
 EY2803  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY2803
 EY2803                         *CURRENT SURVEY CONTROL
 EY2803  ___________________________________________________________________
 EY2803* NAD 83(2007)-  35 20 51.58323(N)    077 57 50.17879(W)     ADJUSTED  
 EY2803* NAVD 88     -        29.347  (meters)      96.28   (feet)  ADJUSTED  
 EY2803  ___________________________________________________________________
 EY2803  EPOCH DATE  -        2002.00
 EY2803  X           -   1,086,052.442 (meters)                     COMP
 EY2803  Y           -  -5,093,708.732 (meters)                     COMP
 EY2803  Z           -   3,669,391.694 (meters)                     COMP
 EY2803  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EY2803  ELLIP HEIGHT-          -5.803 (meters)          (02/10/07) ADJUSTED
 EY2803  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EY2803  DYNAMIC HT  -          29.321 (meters)      96.20  (feet)  COMP
 EY2803
 EY2803  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2803  Type    PID    Designation                      North   East  Ellip
 EY2803  -------------------------------------------------------------------
 EY2803  NETWORK EY2803 ARNOLD                            1.16   0.96   2.02
 EY2803  -------------------------------------------------------------------
 EY2803  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 EY2803
 EY2803  VERT ORDER  -  FIRST     CLASS II
 EY2803
 EY2803.The horizontal coordinates were established by GPS observations
 EY2803.and adjusted by the National Geodetic Survey in February 2007.
 EY2803
 EY2803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2803.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2803.The horizontal coordinates are valid at the epoch date displayed above.
 EY2803.The epoch date for horizontal control is a decimal equivalence
 EY2803.of Year/Month/Day.
 EY2803
 EY2803.The orthometric height was determined by differential leveling
 EY2803.and adjusted in February 2001.
 EY2803
 EY2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2803
 EY2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2803
 EY2803.The ellipsoidal height was determined by GPS observations
 EY2803.and is referenced to NAD 83.
 EY2803
 EY2803.The geoid height was determined by GEOID03.
 EY2803
 EY2803.The dynamic height is computed by dividing the NAVD 88
 EY2803.geopotential number by the normal gravity value computed on the
 EY2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2803.degrees latitude (g = 980.6199 gals.).
 EY2803
 EY2803.The modeled gravity was interpolated from observed gravity values.
 EY2803
 EY2803;                    North         East     Units Scale Factor Converg.
 EY2803;SPC NC       -   177,720.141   703,766.015   MT  0.99987399   +0 35 52.7
 EY2803;SPC NC       -   583,070.16  2,308,939.00   sFT  0.99987399   +0 35 52.7
 EY2803;UTM  18      - 3,915,631.312   230,644.608   MT  1.00049421   -1 42 56.8
 EY2803;UTM  17      - 3,915,830.101   775,911.760   MT  1.00053828   +1 45 27.3
 EY2803
 EY2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2803!SPC NC       -   1.00000091  x   0.99987399  =   0.99987490
 EY2803!UTM  18      -   1.00000091  x   1.00049421  =   1.00049512
 EY2803!UTM  17      -   1.00000091  x   1.00053828  =   1.00053919
 EY2803
 EY2803|---------------------------------------------------------------------|
 EY2803| PID    Reference Object                     Distance      Geod. Az  |
 EY2803|                                                           dddmmss.s |
 EY2803| EY4512 GYRO I                               48.296 METERS 16311     |
 EY2803| EY2815 MARTIN                              232.962 METERS 35402     |
 EY2803|---------------------------------------------------------------------|
 EY2803
 EY2803                          SUPERSEDED SURVEY CONTROL
 EY2803
 EY2803  NAD 83(1986)-  35 20 51.59317(N)    077 57 50.18561(W) AD(       ) 1
 EY2803  NAD 83(2001)-  35 20 51.58350(N)    077 57 50.17856(W) AD(       ) 1
 EY2803  ELLIP H (01/28/04)   -5.798  (m)                       GP(       ) 5 1
 EY2803  NAD 83(1986)-  35 20 51.59374(N)    077 57 50.18596(W) AD(       ) 2
 EY2803  NAD 27      -  35 20 51.00790(N)    077 57 51.23000(W) AD(       ) 2
 EY2803  NAVD 88 (01/28/04)   29.35   (m)           96.3    (f) LEVELING    3  
 EY2803  NGVD 29 (07/19/86)   29.6    (m)           97.     (f) VERT ANG    3  
 EY2803
 EY2803.Superseded values are not recommended for survey control.
 EY2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2803.See file dsdata.txt to determine how the superseded data were derived.
 EY2803
 EY2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3064515631(NAD 83)
 EY2803_MARKER: DE = TRAVERSE STATION DISK
 EY2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2803_MARK LOGO: NCGS  
 EY2803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2803+STABILITY: SURFACE MOTION
 EY2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2803+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 EY2803
 EY2803  HISTORY     - Date     Condition        Report By
 EY2803  HISTORY     - 1967     MONUMENTED       NCGS
 EY2803  HISTORY     - 1978     MARK NOT FOUND   ALSTER
 EY2803  HISTORY     - 1980     SEE DESCRIPTION  DMA
 EY2803  HISTORY     - 20000106 GOOD             NCGS
 EY2803  HISTORY     - 20000619 GOOD             USAF
 EY2803
 EY2803                          STATION DESCRIPTION
 EY2803
 EY2803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2803'ARNOLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2803'ON THE SEYMOUR JOHNSON AIR FORCE BASE IN THE VICINITY OF
 EY2803'GOLDSBORO, N. C.
 EY2803'
 EY2803'ARNOLD IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF
 EY2803'GOLDSBORO ON THE SEYMOUR JOHNSON AIR FORCE BASE.  ON THE NORTH
 EY2803'BANK OF ARNOLD STREET ABOUT 125 FT WNW OF INTERSECTION OF
 EY2803'ARNOLD STREET AND MARTIN STREET.  AND ABOUT 130 FT NORTH OF
 EY2803'BUILDING 4312.
 EY2803'
 EY2803'STATION IS A PRECAST MONUMENT WITH A N. C. GEODETIC SURVEY
 EY2803'TRAVERSE DISK SET IN THE TOP, WHICH IS STAMPED ARNOLD 1967,
 EY2803'AND WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EY2803'
 EY2803'MARK IS
 EY2803'
 EY2803'72.5 FT E OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG
 EY2803'
 EY2803'100.0 FT SE OF TWIN 6 INCH PINE TREE WITH ALUMINUM REF. TAG
 EY2803'
 EY2803'90.3 FT W OF PP WITH ALUMINUM REF. TAG AND FIRE LIGHT
 EY2803'
 EY2803'67.1 FT W OF SW CORNER OF CONCRETE SLAB OVER CATCH BASIN
 EY2803'
 EY2803'67.8 FT WSW OF NW CORNER OF CONCRETE SLAB OVER CATCH BASIN
 EY2803'
 EY2803'39.5 FT N OF C/L OF ARNOLD STREET
 EY2803
 EY2803                          STATION RECOVERY (1978)
 EY2803
 EY2803'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EY2803'CAP IS DESTROYED
 EY2803
 EY2803                          STATION RECOVERY (1980)
 EY2803
 EY2803'RECOVERY NOTE BY DEFENSE MAP AGENCY 1980 (MMH)
 EY2803'DISK GONE CONCRETE MONUMENT STILL IN GOOD CONDITION.  SHANK
 EY2803'HOLE FILLED WITH PLASTER AND CENTER REESTABLISHED.  POSITION
 EY2803'CHECKED GOOD AND LINE REMEASURED TO STATION MARTIN 1967.
 EY2803
 EY2803                          STATION RECOVERY (2000)
 EY2803
 EY2803'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY2803'RECOVERED AS DESCRIBED. DATUM POINT IS NOW AN EXISTING PK NAIL SET
 EY2803'INTO CENTER POINT OF MONUMENT BY OTHERS.
 EY2803
 EY2803                          STATION RECOVERY (2000)
 EY2803
 EY2803'RECOVERY NOTE BY US AIR FORCE 2000
 EY2803'RECOVERED AS DESCRIBED. NOTE MARTIN STREET IS NOW GOODSON STREET, AND
 EY2803'ARNOLD STREET IS NOW BLAKESLEE STREET. STATION REMAINS AT P.K. NAIL
 EY2803'SET IN THE TOP OF A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6634 ***********************************************************************
 EZ6634  DESIGNATION -  ARNOLD
 EZ6634  PID         -  EZ6634
 EZ6634  STATE/COUNTY-  NC/WAKE
 EZ6634  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6634
 EZ6634                         *CURRENT SURVEY CONTROL
 EZ6634  ___________________________________________________________________
 EZ6634* NAD 83(2001)-  35 34 29.01860(N)    078 48 02.40528(W)     ADJUSTED  
 EZ6634* NAVD 88     -       121.4    (meters)     398.     (feet)  VERTCON   
 EZ6634  ___________________________________________________________________
 EZ6634  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 EZ6634  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EZ6634  HORZ ORDER  -  SECOND
 EZ6634
 EZ6634.The horizontal coordinates were established by classical geodetic methods
 EZ6634.and adjusted by the National Geodetic Survey in August 2005.
 EZ6634
 EZ6634.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6634
 EZ6634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6634
 EZ6634.The geoid height was determined by GEOID03.
 EZ6634
 EZ6634;                    North         East     Units Scale Factor Converg.
 EZ6634;SPC NC       -   202,436.548   627,667.685   MT  0.99988843   +0 06 54.2
 EZ6634;SPC NC       -   664,160.57  2,059,273.06   sFT  0.99988843   +0 06 54.2
 EZ6634;UTM  17      - 3,939,007.085   699,295.267   MT  1.00008948   +1 16 47.7
 EZ6634
 EZ6634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6634!SPC NC       -   0.99998608  x   0.99988843  =   0.99987451
 EZ6634!UTM  17      -   0.99998608  x   1.00008948  =   1.00007556
 EZ6634
 EZ6634                          SUPERSEDED SURVEY CONTROL
 EZ6634
 EZ6634  NAD 83(1986)-  35 34 29.01817(N)    078 48 02.41431(W) AD(       ) 2
 EZ6634  NGVD 29 (03/10/93)  121.7    (m)          399.     (f) VERT ANG    3  
 EZ6634
 EZ6634.Superseded values are not recommended for survey control.
 EZ6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6634.See file dsdata.txt to determine how the superseded data were derived.
 EZ6634
 EZ6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9929539007(NAD 83)
 EZ6634_MARKER: DE = TRAVERSE STATION DISK
 EZ6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6634_SP_SET: CONCRETE POST
 EZ6634_STAMPING: ARNOLD 1983
 EZ6634_MARK LOGO: NCGS  
 EZ6634_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6634+STABILITY: SURFACE MOTION
 EZ6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ6634+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 EZ6634
 EZ6634  HISTORY     - Date     Condition        Report By
 EZ6634  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6634  HISTORY     - 20050916 GOOD             GEOCAC
 EZ6634  HISTORY     - 20060411 GOOD             NCGS
 EZ6634  HISTORY     - 20071028 GOOD             GEOCAC
 EZ6634
 EZ6634                          STATION DESCRIPTION
 EZ6634
 EZ6634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6634'THE STATION IS LOCATED IN FUQUAY VARINA.
 EZ6634'ALONG US 401 (SOUTH MAIN STREET), IN THE SOUTHWEST QUADRANT AT JONES
 EZ6634'CROSSROADS.
 EZ6634'THE STATION IS A STANDARD NCGS DISK STAMPED---ARNOLD 1983---, SET INTO
 EZ6634'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH
 EZ6634'GROUND.  LOCATED 7.35 METERS (24.1 FT) WEST FROM THE CENTERLINE OF
 EZ6634'HIGHWAY, 8.47 METERS (27.8 FT) SOUTH FROM THE CENTERLINE OF JONES
 EZ6634'ROAD, 0.73 METERS (2.4 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT, 1.07
 EZ6634'METERS (3.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH LIGHT AND
 EZ6634'REFERENCE TAG, 3.9 METERS (12.8 FT) WEST-SOUTHWEST FROM A METAL WATER
 EZ6634'VALVE COVER.
 EZ6634'STATION IS 0.3 METER (1 FT) ABOVE THE LEVEL OF HIGHWAY.
 EZ6634
 EZ6634                          STATION RECOVERY (2005)
 EZ6634
 EZ6634'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ6634'RECOVERED AS DESCRIBED.
 EZ6634
 EZ6634                          STATION RECOVERY (2006)
 EZ6634
 EZ6634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ6634'RECOVERED AS DESCRIBED.
 EZ6634
 EZ6634                          STATION RECOVERY (2007)
 EZ6634
 EZ6634'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ6634'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0912 ***********************************************************************
 EY0912  DESIGNATION -  ARP
 EY0912  PID         -  EY0912
 EY0912  STATE/COUNTY-  NC/NASH
 EY0912  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 EY0912
 EY0912                         *CURRENT SURVEY CONTROL
 EY0912  ___________________________________________________________________
 EY0912* NAD 83(1986)-  35 51 15.     (N)    077 53 37.     (W)     SCALED    
 EY0912* NAVD 88     -        45.095  (meters)     147.95   (feet)  ADJUSTED  
 EY0912  ___________________________________________________________________
 EY0912  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EY0912  DYNAMIC HT  -          45.056 (meters)     147.82  (feet)  COMP
 EY0912  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 EY0912
 EY0912  VERT ORDER  -  SECOND    CLASS 0
 EY0912
 EY0912.This mark is at Rocky Mount-Wilson Airport (RWI)
 EY0912
 EY0912.The horizontal coordinates were scaled from a topographic map and have
 EY0912.an estimated accuracy of +/- 6 seconds.
 EY0912
 EY0912.The orthometric height was determined by differential leveling
 EY0912.and adjusted in June 1991.
 EY0912
 EY0912.The geoid height was determined by GEOID03.
 EY0912
 EY0912.The dynamic height is computed by dividing the NAVD 88
 EY0912.geopotential number by the normal gravity value computed on the
 EY0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0912.degrees latitude (g = 980.6199 gals.).
 EY0912
 EY0912.The modeled gravity was interpolated from observed gravity values.
 EY0912
 EY0912;                    North         East    Units  Estimated Accuracy
 EY0912;SPC NC       -   233,980.      709,530.      MT  (+/- 180 meters Scaled)
 EY0912
 EY0912                          SUPERSEDED SURVEY CONTROL
 EY0912
 EY0912  NGVD 29 (??/??/92)   45.430  (m)          149.05   (f) ADJ UNCH    2 0
 EY0912
 EY0912.Superseded values are not recommended for survey control.
 EY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0912.See file dsdata.txt to determine how the superseded data were derived.
 EY0912
 EY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE386716(NAD 83)
 EY0912_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0912_STAMPING: ARP 1969 RWI
 EY0912_MARK LOGO: CGS   
 EY0912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0912+STABILITY: SURFACE MOTION
 EY0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0912+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 EY0912
 EY0912  HISTORY     - Date     Condition        Report By
 EY0912  HISTORY     - 1969     MONUMENTED       CGS
 EY0912  HISTORY     - 19870615 GOOD             NGS
 EY0912  HISTORY     - 20001220 SEE DESCRIPTION  NCGS
 EY0912
 EY0912                          STATION DESCRIPTION
 EY0912
 EY0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 EY0912'3.7 MI WSW FROM SHARPSBURG.
 EY0912'MARK IS LOCATED AT ROCKY MOUNT-WILSON AIRPORT NEAR THE CENTER OF
 EY0912'THE FIELD.  ABOUT 1800 FT E. OF THE ADMINISTRATION BUILDING, 173.0
 EY0912'E. OF CL OF RUNWAY 4/22, 135.0 FT. NE OF THE 6TH. RUNWAY LIGHT
 EY0912'NE OF INTERSECTION OF RUNWAY AND TAXIWAY, 128.7 FT. SE OF THE 7TH.
 EY0912'RUNWAY LIGHT, 4 FT. W. OF A 2 X 4 WITNESS POST.  A STANDARD TOPO
 EY0912'DISK SET IN 10 X 10 CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0912
 EY0912                          STATION RECOVERY (1987)
 EY0912
 EY0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EY0912'THE STATION IS LOCATED IN THE GRASS AREA SOUTHEAST OF RUNWAY 4/22
 EY0912'ABOUT MIDWAY OF THE RUNWAY, 173.0 FT (52.7 M) SOUTHEAST OF THE
 EY0912'CENTERLINE OF THE RUNWAY, 135.0 FT (41.1 M) EAST-NORTHEAST OF THE
 EY0912'SIXTH RUNWAY LIGHT THAT IS NORTHEAST OF THE INTERSECTION OF THE RUNWAY
 EY0912'WITH THE TAXIWAY LEADING TO THE TERMINAL RAMP, AND 128.7 FT (39.2 M)
 EY0912'SOUTH OF THE SEVENTH RUNWAY LIGHT.  THE MARK IS A STANDARD CGS
 EY0912'TOPOGRAPHIC DISK, STAMPED---ARP 1969 RWI---, SET IN CENTER OF A
 EY0912'10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 EY0912'GROUND.
 EY0912
 EY0912                          STATION RECOVERY (2000)
 EY0912
 EY0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0912'NOT FOUND, BELIEVED LOST. AIRPORT PERSONNEL STATED THAT EXTENSIVE
 EY0912'GRADING WAS DONE IN THE AREA TO IMPROVE DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0908 ***********************************************************************
 EY0908  DESIGNATION -  ARP
 EY0908  PID         -  EY0908
 EY0908  STATE/COUNTY-  NC/NASH
 EY0908  USGS QUAD   -  ROCKY MOUNT (1977)
 EY0908
 EY0908                         *CURRENT SURVEY CONTROL
 EY0908  ___________________________________________________________________
 EY0908* NAD 83(1986)-  35 58 06.     (N)    077 47 32.     (W)     SCALED    
 EY0908* NAVD 88     -        22.921  (meters)      75.20   (feet)  POSTED    
 EY0908  ___________________________________________________________________
 EY0908  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EY0908  DYNAMIC HT  -          22.900 (meters)      75.13  (feet)  COMP
 EY0908  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 EY0908
 EY0908  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0908
 EY0908.The horizontal coordinates were scaled from a topographic map and have
 EY0908.an estimated accuracy of +/- 6 seconds.
 EY0908
 EY0908.The orthometric height was determined by differential leveling
 EY0908.and adjusted by the  in 1992.
 EY0908.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0908.rate of 0.0 thru 1.0 mm/km.
 EY0908
 EY0908.The geoid height was determined by GEOID03.
 EY0908
 EY0908.The dynamic height is computed by dividing the NAVD 88
 EY0908.geopotential number by the normal gravity value computed on the
 EY0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0908.degrees latitude (g = 980.6199 gals.).
 EY0908
 EY0908.The modeled gravity was interpolated from observed gravity values.
 EY0908
 EY0908;                    North         East    Units  Estimated Accuracy
 EY0908;SPC NC       -   246,750.      718,530.      MT  (+/- 180 meters Scaled)
 EY0908
 EY0908                          SUPERSEDED SURVEY CONTROL
 EY0908
 EY0908  NGVD 29 (??/??/92)   23.242  (m)           76.25   (f) ADJ UNCH    2 0
 EY0908
 EY0908.Superseded values are not recommended for survey control.
 EY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0908.See file dsdata.txt to determine how the superseded data were derived.
 EY0908
 EY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE482840(NAD 83)
 EY0908_MARKER: DT = TOPOGRAPHIC STATION DISK
 EY0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0908_STAMPING: APR 1952
 EY0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0908+STABILITY: SURFACE MOTION
 EY0908
 EY0908  HISTORY     - Date     Condition        Report By
 EY0908  HISTORY     - 1952     MONUMENTED       CGS
 EY0908  HISTORY     - 1964     GOOD             NGS
 EY0908  HISTORY     - 1968     GOOD             NGS
 EY0908  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EY0908  HISTORY     - 20040622 MARK NOT FOUND   USPSQD
 EY0908  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 EY0908
 EY0908                          STATION DESCRIPTION
 EY0908
 EY0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EY0908'IN ROCKY MOUNT.
 EY0908'THE STATION IS LOCATED AT ROCKY MOUNT MUNICIPAL AIRPORT-- NEAR THE
 EY0908'GEOMETRIC CENTER OF THE TWO RUNWAYS, ABOUT 1,300 FEET NORTH OF
 EY0908'THE INTERSECTION, ABOUT 500 FEET NORTHWEST OF THE WEST EDGE OF
 EY0908'RUNWAY 3-21, ABOUT 500 FEET NORTHEAST OF THE EAST EDGE OF RUNWAY
 EY0908'15-33, PROJECTING 2 FEET.  THE MARK IS SET IN A 6-INCH CONCRETE
 EY0908'FILLED DRAIN TILE PROJECTING 5 INCHES.
 EY0908
 EY0908                          STATION RECOVERY (1968)
 EY0908
 EY0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0908'RECOVERED IN GOOD CONDITION.
 EY0908
 EY0908                          STATION RECOVERY (1985)
 EY0908
 EY0908'RECOVERY NOTE BY US POWER SQUADRON 1985 (DWA)
 EY0908'MARK NOT FOUND.
 EY0908
 EY0908                          STATION RECOVERY (2004)
 EY0908
 EY0908'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0908'MARK NOT FOUND.
 EY0908
 EY0908                          STATION RECOVERY (2005)
 EY0908
 EY0908'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2258 ***********************************************************************
 EB2258  DESIGNATION -  ARP
 EB2258  PID         -  EB2258
 EB2258  STATE/COUNTY-  NC/COLUMBUS
 EB2258  USGS QUAD   -  NAKINA (1990)
 EB2258
 EB2258                         *CURRENT SURVEY CONTROL
 EB2258  ___________________________________________________________________
 EB2258* NAD 83(2001)-  34 13 51.53307(N)    078 40 27.68240(W)     ADJUSTED  
 EB2258* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 EB2258  ___________________________________________________________________
 EB2258  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EB2258  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EB2258  HORZ ORDER  -  SECOND
 EB2258
 EB2258.The horizontal coordinates were established by classical geodetic methods
 EB2258.and adjusted by the National Geodetic Survey in August 2005.
 EB2258
 EB2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2258
 EB2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2258
 EB2258.The geoid height was determined by GEOID03.
 EB2258
 EB2258;                    North         East     Units Scale Factor Converg.
 EB2258;SPC NC       -    53,406.895   639,604.921   MT  1.00002992   +0 11 16.6
 EB2258;SPC NC       -   175,219.12  2,098,437.14   sFT  1.00002992   +0 11 16.6
 EB2258;UTM  17      - 3,790,213.536   714,206.879   MT  1.00016564   +1 18 31.5
 EB2258
 EB2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2258!SPC NC       -   1.00000238  x   1.00002992  =   1.00003230
 EB2258!UTM  17      -   1.00000238  x   1.00016564  =   1.00016802
 EB2258
 EB2258|---------------------------------------------------------------------|
 EB2258| PID    Reference Object                     Distance      Geod. Az  |
 EB2258|                                                           dddmmss.s |
 EB2258| EB3139 ARP RM 4                             13.662 METERS 14422     |
 EB2258| EB3136 ARP RM 1                             33.445 METERS 15706     |
 EB2258| EB3137 ARP RM 2                             36.850 METERS 22825     |
 EB2258| EB3138 ARP RM 3                             16.015 METERS 31023     |
 EB2258| EB2210 BRUNSWICK SLEDGE LMBR CO TANK       APPROX. 7.4 KM 3424440.8 |
 EB2258| EB2236 WHITEVILLE MUNICIPAL TANK           APPROX.12.1 KM 3462719.6 |
 EB2258| EB3135 ARP AZ MK                                          3533306.8 |
 EB2258|---------------------------------------------------------------------|
 EB2258
 EB2258                          SUPERSEDED SURVEY CONTROL
 EB2258
 EB2258  NAD 83(1986)-  34 13 51.53853(N)    078 40 27.68839(W) AD(       ) 2
 EB2258  NAD 27      -  34 13 50.93100(N)    078 40 28.63700(W) AD(       ) 2
 EB2258  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG    3  
 EB2258
 EB2258.Superseded values are not recommended for survey control.
 EB2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2258.See file dsdata.txt to determine how the superseded data were derived.
 EB2258
 EB2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1420790214(NAD 83)
 EB2258_MARKER: DS = TRIANGULATION STATION DISK
 EB2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2258_STAMPING: ARP 1942
 EB2258_MARK LOGO: CGS   
 EB2258_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2258+STABILITY: SURFACE MOTION
 EB2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2258+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 EB2258
 EB2258  HISTORY     - Date     Condition        Report By
 EB2258  HISTORY     - 1942     MONUMENTED       CGS
 EB2258  HISTORY     - 1969     GOOD             NCGS
 EB2258  HISTORY     - 1980     GOOD             NGS
 EB2258  HISTORY     - 19890901 GOOD             NCGS
 EB2258
 EB2258                          STATION DESCRIPTION
 EB2258
 EB2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2258'STATION IS ABOUT 7.5 MILES SSE OF WHITEVILLE, 0.5 MILE S OF STATE
 EB2258'HIGHWAY 130, ON THE SW SIDE OF A MACADAM ROAD, ON PROPERTY OWNED
 EB2258'BY MR. J.H. ARP, 0.15 MILE SE OF HIS HOUSE AT THE SE EDGE OF A
 EB2258'SMALL CULTIVATED FIELD, 59 FEET SW OF THE CENTER LINE OF THE
 EB2258'MACADAM ROAD, 43 FEET SE OF THE EDGE OF THE FIELD, AND 0.55 MILE
 EB2258'S OF THE Y-INTERSECTION OF THE MACADAM ROAD AND STATE HIGHWAY
 EB2258'130.  THE MARK IS STAMPED ARP 1942 AND PROJECTS 5 INCHES.
 EB2258'
 EB2258'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EB2258'BRONZE DISKS SET IN CONCRETE.
 EB2258'
 EB2258'REFERENCE MARK NO. 1 IS 109.73 FEET SSE OF THE STATION AND 35
 EB2258'FEET SW OF THE CENTER LINE OF THE ROAD.  IT IS STAMPED ARP NO. 1
 EB2258'1942.
 EB2258'
 EB2258'REFERENCE MARK NO. 2 IS 120.90 FEET WSW OF THE STATION AND 20
 EB2258'FEET E OF A TALL 12-INCH PINE TREE.  THE MARK IS STAMPED ARP NO. 2
 EB2258'1942.
 EB2258'
 EB2258'THE AZIMUTH MARK IS 0.35 MILE N OF THE STATION, AT THE N END OF
 EB2258'A SMALL CULTIVATED FIELD, 35 FEET E OF THE CENTER LINE OF THE
 EB2258'HIGHWAY, 6 FEET NE OF A FENCE CORNER, AND 3 FEET E OF A STANDARD
 EB2258'REFERENCE POST.  THE MARK IS STAMPED ARP 1942 AND PROJECTS 6
 EB2258'INCHES.
 EB2258'
 EB2258'TO REACH THE STATION FROM WHITEVILLE, GO S ON U.S. HIGHWAY 701
 EB2258'FOR 1.45 MILES TO STATE HIGHWAY 130.  TURN LEFT ON STATE HIGHWAY
 EB2258'130 AND GO 5.25 MILES TO A FORKS.  TAKE THE RIGHT FORK AND GO 0.4
 EB2258'MILE TO MR. ARPS HOME ON THE RIGHT, CONTINUE 0.15 MILE TO THE SE
 EB2258'END OF A SMALL FIELD AND THE STATION.
 EB2258'
 EB2258'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EB2258
 EB2258                          STATION RECOVERY (1969)
 EB2258
 EB2258'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2258'ARP GOOD.
 EB2258'
 EB2258'RM 1 DESTROYED
 EB2258'
 EB2258'RM 2 DESTROYED
 EB2258'
 EB2258'AZ. MARK GOOD.
 EB2258'
 EB2258'RM 2 TOP BROKEN OFF.
 EB2258
 EB2258                          STATION RECOVERY (1980)
 EB2258
 EB2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EB2258'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 EB2258'CONDITION.  REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND
 EB2258'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 EB2258'
 EB2258'A NEW DESCRIPTION FOLLOWS--
 EB2258'
 EB2258'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF WHITEVILLE ON
 EB2258'THE WEST SIDE OF THE ROAD IN THE FRONT YARD OF A WHITE, SHAKE-SIDE
 EB2258'HOUSE.
 EB2258'
 EB2258'TO REACH THE STATION FROM THE JUNCTION OF 701 BUSINESS AND STATE
 EB2258'ROUTE 130 ABOUT 1 MILE SOUTH OF DOWNTOWN WHITEVILLE, GO EAST ON
 EB2258'STATE ROUTE 130 FOR 5.2 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK
 EB2258'AND GO SOUTH ON STATE ROUTE 905 FOR 0.25 MILE TO A FIELD ROAD AND THE
 EB2258'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON STATE ROUTE 905 FOR 0.35
 EB2258'MILE TO THE STATION ON THE RIGHT.
 EB2258'
 EB2258'THE STATION MARK IS A STANDARD DISK STAMPED---ARP 1942---SET
 EB2258'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 EB2258'INCHES.  THE UNDERGROUND MARK WAS NOT INSPECTED.  THEY ARE 58 FEET
 EB2258'WEST OF THE CENTERLINE OF STATE ROUTE 905, 52.1 FEET SOUTHWEST
 EB2258'OF THE SOUTH END OF A CONCRETE PIPE CULVERT AT DRIVEWAY TO HOUSE, 40
 EB2258'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 36.5 FEET
 EB2258'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 5.5 FEET
 EB2258'SOUTHEAST OF AN 18-INCH PINE TREE.
 EB2258'
 EB2258'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ARP 1942 NO 3 1980---
 EB2258'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EB2258'THE GROUND.  IT IS 91 FEET WEST OF THE CENTERLINE OF STATE ROUTE 905,
 EB2258'45.8 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE AND 32.5
 EB2258'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE.
 EB2258'
 EB2258'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---ARP 1942 NO 4 1980---
 EB2258'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH THE
 EB2258'GROUND.  IT IS 47 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EB2258'HOUSE, 40 FEET WEST OF THE CENTERLINE OF STATE ROUTE 905 AND 7 FEET
 EB2258'NORTH-NORTHWEST OF AN 18-INCH PINE.
 EB2258'
 EB2258'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---ARP 1942---SET IN
 EB2258'THE TOP OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT
 EB2258'IS 34.5 FEET EAST OF THE CENTERLINE OF STATE ROUTE 905, 11.5 FEET
 EB2258'EAST OF A CONCRETE CULVERT, FROM THE SOUTH END, 11 FEET NORTH OF
 EB2258'THE APPROXIMATE CENTER OF A FIELD ROAD, 5.9 FEET SOUTH OF AN
 EB2258'8-INCH TREE THAT IS GROWING CROOKED AND LEANING TO THE WEST WITH A
 EB2258'METAL WITNESS TAG AND 1 FOOT EAST OF A METAL WITNESS POST AND
 EB2258'SIGN.  IT IS ABOUT 100 YARDS SOUTHEAST OF A BRICK HOUSE ACROSS
 EB2258'STATE ROUTE 905.
 EB2258'
 EB2258'DESCRIBED BY H.D. MC KINNEY
 EB2258
 EB2258                          STATION RECOVERY (1989)
 EB2258
 EB2258'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB2258'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2024 ***********************************************************************
 EB2024  DESIGNATION -  ARRAN
 EB2024  PID         -  EB2024
 EB2024  STATE/COUNTY-  NC/SAMPSON
 EB2024  USGS QUAD   -  TOMAHAWK (1986)
 EB2024
 EB2024                         *CURRENT SURVEY CONTROL
 EB2024  ___________________________________________________________________
 EB2024* NAD 83(2001)-  34 42 30.31653(N)    078 19 55.12671(W)     ADJUSTED  
 EB2024* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 EB2024  ___________________________________________________________________
 EB2024  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EB2024  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EB2024  HORZ ORDER  -  SECOND
 EB2024
 EB2024.The horizontal coordinates were established by classical geodetic methods
 EB2024.and adjusted by the National Geodetic Survey in August 2005.
 EB2024
 EB2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2024
 EB2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2024
 EB2024.The geoid height was determined by GEOID03.
 EB2024
 EB2024;                    North         East     Units Scale Factor Converg.
 EB2024;SPC NC       -   106,524.706   670,793.582   MT  0.99991725   +0 23 08.0
 EB2024;SPC NC       -   349,489.81  2,200,761.94   sFT  0.99991725   +0 23 08.0
 EB2024;UTM  17      - 3,843,949.713   744,353.043   MT  1.00033599   +1 31 11.7
 EB2024
 EB2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2024!SPC NC       -   1.00000146  x   0.99991725  =   0.99991871
 EB2024!UTM  17      -   1.00000146  x   1.00033599  =   1.00033745
 EB2024
 EB2024:                Primary Azimuth Mark                     Grid Az
 EB2024:SPC NC       -  HAWK                                     052 09 27.8
 EB2024:UTM  17      -  HAWK                                     051 01 24.1
 EB2024
 EB2024|---------------------------------------------------------------------|
 EB2024| PID    Reference Object                     Distance      Geod. Az  |
 EB2024|                                                           dddmmss.s |
 EB2024| EB1434 HAWK                                APPROX. 0.5 KM 0523235.8 |
 EB2024|---------------------------------------------------------------------|
 EB2024
 EB2024                          SUPERSEDED SURVEY CONTROL
 EB2024
 EB2024  NAD 83(1986)-  34 42 30.32484(N)    078 19 55.13763(W) AD(       ) 2
 EB2024  NAD 27      -  34 42 29.71165(N)    078 19 56.14020(W) AD(       ) 2
 EB2024  NGVD 29 (07/19/86)   26.2    (m)           86.     (f) VERT ANG    3  
 EB2024
 EB2024.Superseded values are not recommended for survey control.
 EB2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2024.See file dsdata.txt to determine how the superseded data were derived.
 EB2024
 EB2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4435343950(NAD 83)
 EB2024_MARKER: DE = TRAVERSE STATION DISK
 EB2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2024_STAMPING: ARRAN 1973
 EB2024_MARK LOGO: NCGS  
 EB2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2024+STABILITY: SURFACE MOTION
 EB2024
 EB2024  HISTORY     - Date     Condition        Report By
 EB2024  HISTORY     - 1973     MONUMENTED       NCGS
 EB2024
 EB2024                          STATION DESCRIPTION
 EB2024
 EB2024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2024'ARRAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2024'VICINITY OF GARLAND, NORTH CAROLINA.
 EB2024'
 EB2024'ARRAN IS LOCATED APPROXIMATELY 6.5 MILES SE OF GARLAND, AND 7.6 MILES
 EB2024'WEST OF HARRELLS.  TO REACH THE STATION FROM INTERSECTION OF NC 41
 EB2024'AND SEABOARD COAST LINE RR AT TOMAHAWK.  PROCEED WEST ALONG NC 41
 EB2024'FOR 0.35 MILES TO STATION ON THE LEFT NEAR WEST CORNER OF LARGE
 EB2024'FIELD.  2.4 MILES EAST OF NC 41 BRIDGE OVER SOUTH RIVER.
 EB2024'
 EB2024'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARRAN
 EB2024'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EB2024'INCH ABOVE THE SURFACE OF THE GROUND.
 EB2024'
 EB2024'MARK IS
 EB2024'
 EB2024'40.0 FEET SE OF C/L OF NC 41.
 EB2024'48.8 FEET NNE OF 20 INCH PINE W/ALUMINUM REF. TAG.
 EB2024'58.9 FEET NE OF 4X4 CONCRETE PROPERTY MARK.
 EB2024'66.6 FEET ENE OF R/W MARK.
 EB2024'153.7 FEET E OF A PP W/ALUMINUM REF. TAG.
 EB2024'94.8 FEET S OF 10 INCH PINE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3280 ***********************************************************************
 FB3280  DESIGNATION -  ARRANT
 FB3280  PID         -  FB3280
 FB3280  STATE/COUNTY-  NC/HAYWOOD
 FB3280  USGS QUAD   -  CLYDE (1978)
 FB3280
 FB3280                         *CURRENT SURVEY CONTROL
 FB3280  ___________________________________________________________________
 FB3280* NAD 83(2001)-  35 32 42.81696(N)    082 54 14.01710(W)     ADJUSTED  
 FB3280* NAVD 88     -       839.1    (meters)    2753.     (feet)  VERTCON   
 FB3280  ___________________________________________________________________
 FB3280  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FB3280  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 FB3280  HORZ ORDER  -  SECOND
 FB3280
 FB3280.The horizontal coordinates were established by classical geodetic methods
 FB3280.and adjusted by the National Geodetic Survey in August 2005.
 FB3280
 FB3280.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3280
 FB3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3280
 FB3280.The geoid height was determined by GEOID03.
 FB3280
 FB3280;                    North         East     Units Scale Factor Converg.
 FB3280;SPC NC       -   206,104.665   255,733.681   MT  0.99988567   -2 15 11.6
 FB3280;SPC NC       -   676,195.06    839,019.59   sFT  0.99988567   -2 15 11.6
 FB3280;UTM  17      - 3,935,176.700   327,416.444   MT  0.99996705   -1 06 25.5
 FB3280
 FB3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3280!SPC NC       -   0.99987286  x   0.99988567  =   0.99975855
 FB3280!UTM  17      -   0.99987286  x   0.99996705  =   0.99983992
 FB3280
 FB3280:                Primary Azimuth Mark                     Grid Az
 FB3280:SPC NC       -  SPLIT                                    265 29 03.1
 FB3280:UTM  17      -  SPLIT                                    264 20 17.0
 FB3280
 FB3280|---------------------------------------------------------------------|
 FB3280| PID    Reference Object                     Distance      Geod. Az  |
 FB3280|                                                           dddmmss.s |
 FB3280| FB3281 SPLIT                               APPROX. 0.8 KM 2631351.5 |
 FB3280|---------------------------------------------------------------------|
 FB3280
 FB3280                          SUPERSEDED SURVEY CONTROL
 FB3280
 FB3280  NAD 83(1995)-  35 32 42.81721(N)    082 54 14.01706(W) AD(       ) 2
 FB3280  NAD 83(1986)-  35 32 42.82399(N)    082 54 14.01849(W) AD(       ) 2
 FB3280  NAD 27      -  35 32 42.44571(N)    082 54 14.52925(W) AD(       ) 2
 FB3280  NGVD 29 (07/19/86)  839.1    (m)         2753.     (f) VERT ANG    3  
 FB3280
 FB3280.Superseded values are not recommended for survey control.
 FB3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3280.See file dsdata.txt to determine how the superseded data were derived.
 FB3280
 FB3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2741635177(NAD 83)
 FB3280_MARKER: DE = TRAVERSE STATION DISK
 FB3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3280_STAMPING: ARRANT 1977
 FB3280_MARK LOGO: NCGS  
 FB3280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3280+STABILITY: SURFACE MOTION
 FB3280
 FB3280  HISTORY     - Date     Condition        Report By
 FB3280  HISTORY     - 1977     MONUMENTED       NCGS
 FB3280  HISTORY     - 19860101 GOOD             NCGS
 FB3280
 FB3280                          STATION DESCRIPTION
 FB3280
 FB3280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3280'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE NORTHEAST OF CLYDE AND
 FB3280'3.9 MILES WEST-NORTHWEST OF CANTON.
 FB3280'
 FB3280'TO REACH THE STATION FROM THE I-40 OVERPASS OF NC 215 (CANTON EXIT 31)
 FB3280'PROCEED WEST ALONG I-40 FOR 3.0 MILES TO THE SR 1535 OVERPASS AND
 FB3280'STATION NEAR SOUTHEAST CORNER OF BRIDGE.
 FB3280'
 FB3280'STATION MARK IS A STANDARD DISK STAMPED---ARRANT 1977---, SET IN THE
 FB3280'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3280'THE MARK IS 20.4 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SR 1535,
 FB3280'28.0 FEET NORTHEAST OF INTERSECTION OF SR 1535 AND ARRANT DRIVE, 7.2
 FB3280'FEET NORTHEAST OF WATER VALVE COVER, 34.2 FEET SOUTH-SOUTHWEST OF
 FB3280'SOUTHEAST CORNER OF BRIDGE, 16.5 FEET SOUTH-SOUTHWEST OF FENCE POST,
 FB3280'54.5 FEET NORTHWEST OF 24 INCH OAK AND 49.1 FEET NORTH-NORTHEAST OF
 FB3280'RIGHT-OF-WAY MONUMENT.
 FB3280
 FB3280                          STATION RECOVERY (1986)
 FB3280
 FB3280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3280'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF SIGHT
 FB3280'ARE BLOCKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2215 ***********************************************************************
 FY2215  DESIGNATION -  ARROW
 FY2215  PID         -  FY2215
 FY2215  STATE/COUNTY-  NC/ORANGE
 FY2215  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2215
 FY2215                         *CURRENT SURVEY CONTROL
 FY2215  ___________________________________________________________________
 FY2215* NAD 83(2001)-  36 07 24.20335(N)    079 04 59.42562(W)     ADJUSTED  
 FY2215* NAVD 88     -       189.265  (meters)     620.95   (feet)  ADJUSTED  
 FY2215  ___________________________________________________________________
 FY2215  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FY2215  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FY2215  DYNAMIC HT  -         189.115 (meters)     620.45  (feet)  COMP
 FY2215  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 FY2215
 FY2215  HORZ ORDER  -  SECOND
 FY2215  VERT ORDER  -  SECOND    CLASS II
 FY2215
 FY2215.The horizontal coordinates were established by classical geodetic methods
 FY2215.and adjusted by the National Geodetic Survey in August 2005.
 FY2215
 FY2215.The orthometric height was determined by differential leveling
 FY2215.and adjusted in June 1991.
 FY2215
 FY2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2215
 FY2215.The geoid height was determined by GEOID03.
 FY2215
 FY2215.The dynamic height is computed by dividing the NAVD 88
 FY2215.geopotential number by the normal gravity value computed on the
 FY2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2215.degrees latitude (g = 980.6199 gals.).
 FY2215
 FY2215.The modeled gravity was interpolated from observed gravity values.
 FY2215
 FY2215;                    North         East     Units Scale Factor Converg.
 FY2215;SPC NC       -   263,294.827   602,113.754   MT  0.99998821   -0 02 52.8
 FY2215;SPC NC       -   863,826.44  1,975,434.87   sFT  0.99998821   -0 02 52.8
 FY2215;UTM  17      - 3,999,335.762   672,499.367   MT  0.99996665   +1 07 49.1
 FY2215
 FY2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2215!SPC NC       -   0.99997509  x   0.99998821  =   0.99996330
 FY2215!UTM  17      -   0.99997509  x   0.99996665  =   0.99994174
 FY2215
 FY2215                          SUPERSEDED SURVEY CONTROL
 FY2215
 FY2215  NAD 83(1993)-  36 07 24.20516(N)    079 04 59.43365(W) AD(       ) 2
 FY2215  NAD 83(1986)-  36 07 24.20530(N)    079 04 59.43545(W) AD(       ) 2
 FY2215  NGVD 29 (03/05/92)  189.504  (m)          621.73   (f) ADJUSTED    2 2
 FY2215
 FY2215.Superseded values are not recommended for survey control.
 FY2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2215.See file dsdata.txt to determine how the superseded data were derived.
 FY2215
 FY2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7249999336(NAD 83)
 FY2215_MARKER: DE = TRAVERSE STATION DISK
 FY2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2215_SP_SET: CONCRETE POST
 FY2215_STAMPING: ARROW 1981
 FY2215_MARK LOGO: NCGS  
 FY2215_PROJECTION: RECESSED 3 CENTIMETERS
 FY2215_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2215+STABILITY: SURFACE MOTION
 FY2215
 FY2215  HISTORY     - Date     Condition        Report By
 FY2215  HISTORY     - 1981     MONUMENTED       NCGS
 FY2215  HISTORY     - 1981     GOOD             NCGS
 FY2215  HISTORY     - 1988     GOOD             USPSQD
 FY2215
 FY2215                          STATION DESCRIPTION
 FY2215
 FY2215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FY2215'STATION IS LOCATED ABOUT 3.3 MILES NORTH-NORTHEAST OF HILLSBOROUGH
 FY2215'AND 5.6 MILES SOUTHEAST OF CEDAR GROVE.
 FY2215'
 FY2215'ALONG NC 57, 2.6 MILES NORTHEAST OF THE NC 86 INTERSECTION (NORTH
 FY2215'OF HILLSBOROUGH) OR 0.6 MILE SOUTHWEST OF SR 1551, ON SOUTHEAST SIDE
 FY2215'OF HIGHWAY, IN YARD OF GOLDEN ARROW RANCH.
 FY2215'
 FY2215'THE STATION IS A STANDARD NCGS DISK
 FY2215'STAMPED---ARROW 1981---,
 FY2215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2215'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 FY2215'7.3 METERS (24.0 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY,
 FY2215'9.2 METERS (30.0 FT) NORTHEAST FROM THE CENTER OF DRIVE,
 FY2215'20.2 METERS (66.2 FT) NORTH-NORTHEAST OF POWER POLE WITH REFERENCE
 FY2215'TAG, AND 22.6 METERS (74.2 FT) SOUTHWEST FROM THE WEST END OF
 FY2215'DRIVEWAY CULVERT.
 FY2215'
 FY2215'MARK IS A BENCH MARK.
 FY2215
 FY2215                          STATION RECOVERY (1981)
 FY2215
 FY2215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2215'3.3 MI NNE FROM HILLSBOROUGH.
 FY2215'ALONG NC 57, 2.6 MILES NORTHEAST OF THE JUNCTION WITH NC 86 NORTH OF
 FY2215'HILLSBOROUGH, OR 0.6 MILE SOUTHWEST OF JUNCTION WITH SR 1551, ON
 FY2215'SOUTHEAST SIDE OF HIGHWAY IN YARD OF GOLDEN ARROW RANCH, 24.0 FEET
 FY2215'SOUTHEAST OF CENTERLINE OF HIGHWAY, 30.0 FEET NORTHEAST OF CENTER
 FY2215'OF DRIVE, 66.2 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE
 FY2215'TAG AND 74.2 FEET SOUTHWEST OF WEST END OF DRIVEWAY CULVERT.
 FY2215
 FY2215                          STATION RECOVERY (1988)
 FY2215
 FY2215'RECOVERY NOTE BY US POWER SQUADRON 1988 (WKB)
 FY2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2513 ***********************************************************************
 FA2513  DESIGNATION -  ARROW
 FA2513  PID         -  FA2513
 FA2513  STATE/COUNTY-  NC/MECKLENBURG
 FA2513  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2513
 FA2513                         *CURRENT SURVEY CONTROL
 FA2513  ___________________________________________________________________
 FA2513* NAD 83(2001)-  35 08 09.41008(N)    080 54 35.97913(W)     ADJUSTED  
 FA2513* NAVD 88     -       184.3    (meters)     605.     (feet)  VERTCON   
 FA2513  ___________________________________________________________________
 FA2513  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 FA2513  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA2513  HORZ ORDER  -  SECOND
 FA2513
 FA2513.The horizontal coordinates were established by classical geodetic methods
 FA2513.and adjusted by the National Geodetic Survey in August 2005.
 FA2513
 FA2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2513
 FA2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2513
 FA2513.The geoid height was determined by GEOID03.
 FA2513
 FA2513;                    North         East     Units Scale Factor Converg.
 FA2513;SPC NC       -   155,417.364   435,562.777   MT  0.99987462   -1 06 08.6
 FA2513;SPC NC       -   509,898.47  1,429,008.88   sFT  0.99987462   -1 06 08.6
 FA2513;UTM  17      - 3,888,122.973   508,199.572   MT  0.99960083   +0 03 06.5
 FA2513
 FA2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2513!SPC NC       -   0.99997584  x   0.99987462  =   0.99985047
 FA2513!UTM  17      -   0.99997584  x   0.99960083  =   0.99957668
 FA2513
 FA2513:                Primary Azimuth Mark                     Grid Az
 FA2513:SPC NC       -  NATIONS                                  044 39 55.8
 FA2513:UTM  17      -  NATIONS                                  043 30 40.7
 FA2513
 FA2513|---------------------------------------------------------------------|
 FA2513| PID    Reference Object                     Distance      Geod. Az  |
 FA2513|                                                           dddmmss.s |
 FA2513| FA2537 NATIONS                             APPROX. 1.8 KM 0433347.2 |
 FA2513|---------------------------------------------------------------------|
 FA2513
 FA2513                          SUPERSEDED SURVEY CONTROL
 FA2513
 FA2513  NAD 83(1986)-  35 08 09.42867(N)    080 54 35.99031(W) AD(       ) 2
 FA2513  NAD 27      -  35 08 08.90229(N)    080 54 36.72601(W) AD(       ) 2
 FA2513  NGVD 29 (07/19/86)  184.5    (m)          605.     (f) VERT ANG    3  
 FA2513
 FA2513.Superseded values are not recommended for survey control.
 FA2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2513.See file dsdata.txt to determine how the superseded data were derived.
 FA2513
 FA2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0820088123(NAD 83)
 FA2513_MARKER: DE = TRAVERSE STATION DISK
 FA2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2513_STAMPING: ARROW 1968
 FA2513_MARK LOGO: NCGS  
 FA2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2513+STABILITY: SURFACE MOTION
 FA2513
 FA2513  HISTORY     - Date     Condition        Report By
 FA2513  HISTORY     - 1968     MONUMENTED       NCGS
 FA2513  HISTORY     - 1984     GOOD             LOCENG
 FA2513  HISTORY     - 1986     GOOD             USPSQD
 FA2513  HISTORY     - 1986     GOOD             USPSQD
 FA2513  HISTORY     - 1988     GOOD             USPSQD
 FA2513  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA2513
 FA2513                          STATION DESCRIPTION
 FA2513
 FA2513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2513'ARROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2513'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2513'
 FA2513'ARROW IS LOCATED APPROXIMATELY 7.5 MILES SOUTHWEST OF
 FA2513'CHARLOTTE.  TO REACH STATION PROCEED FROM I-77 BRIDGE OVER
 FA2513'SR 1128 (ARROWOOD BLVD.), GO NORTH ON I-77 FOR 1.75 MILES TO
 FA2513'STATION, WHICH IS ON THE WEST SIDE OF I-77 SOUTH BOUND LANE,
 FA2513'NEXT TO FENCE, AND 0.2 MILE SOUTH OF I-77 BRIDGE OVER ARROWOOD
 FA2513'RD.
 FA2513'
 FA2513'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2513'ARROW 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2513'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2513'
 FA2513'MARK IS
 FA2513'
 FA2513'84.4 FT WNW OF C/L OF I-77 S BOUND LANE
 FA2513'
 FA2513'12.7 FT S OF FENCE POST ON W SIDE OF I-77 S BOUND LANE, AND
 FA2513'WITH ALUMINUM REF. TAG
 FA2513'
 FA2513'5.8 FT SE OF FENCE POST ON W SIDE OF I-77 S BOUND LANE, AND
 FA2513'WITH ALUMINUM REF. TAG
 FA2513'
 FA2513'11.0 FT E OF FENCE POST ON W SIDE OF I-77 S BOUND LANE, AND
 FA2513'WITH ALUMINUM REF. TAG
 FA2513
 FA2513                          STATION RECOVERY (1984)
 FA2513
 FA2513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LJL)
 FA2513'ARROW RECOVERED GOOD (NO WITNESS POST).
 FA2513'
 FA2513'ALL MEASUREMENTS AND ALM. REF. TAGS VERIFIED AND FOUND CORRECT
 FA2513'AS LISTED ON THE HORZ. CONTROL DATA SHEET (7-76) SR 1128
 FA2513'(FORMERLY ARROWOOD BLVD) IS NOW (WESTING HOUSE BLVD.) STATION
 FA2513'IS DIRECTLY W. OF NAT. CASH REGISTER CO. BLDG ONE SIDE I-77.
 FA2513
 FA2513                          STATION RECOVERY (1986)
 FA2513
 FA2513'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 FA2513'RECOVERED IN GOOD CONDITION.
 FA2513
 FA2513                          STATION RECOVERY (1986)
 FA2513
 FA2513'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA2513'RECOVERED IN GOOD CONDITION.
 FA2513
 FA2513                          STATION RECOVERY (1988)
 FA2513
 FA2513'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA2513'RECOVERED IN GOOD CONDITION.
 FA2513
 FA2513                          STATION RECOVERY (1990)
 FA2513
 FA2513'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2491 ***********************************************************************
 FA2491  DESIGNATION -  ARROWOOD
 FA2491  PID         -  FA2491
 FA2491  STATE/COUNTY-  NC/MECKLENBURG
 FA2491  USGS QUAD   -  FORT MILL (1993)
 FA2491
 FA2491                         *CURRENT SURVEY CONTROL
 FA2491  ___________________________________________________________________
 FA2491* NAD 83(2001)-  35 07 28.26755(N)    080 56 38.84592(W)     ADJUSTED  
 FA2491* NAVD 88     -       193.3    (meters)     634.     (feet)  VERTCON   
 FA2491  ___________________________________________________________________
 FA2491  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 FA2491  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA2491  HORZ ORDER  -  SECOND
 FA2491
 FA2491.The horizontal coordinates were established by classical geodetic methods
 FA2491.and adjusted by the National Geodetic Survey in August 2005.
 FA2491
 FA2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2491
 FA2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2491
 FA2491.The geoid height was determined by GEOID03.
 FA2491
 FA2491;                    North         East     Units Scale Factor Converg.
 FA2491;SPC NC       -   154,210.226   432,428.454   MT  0.99987505   -1 07 19.5
 FA2491;SPC NC       -   505,938.05  1,418,725.69   sFT  0.99987505   -1 07 19.5
 FA2491;UTM  17      - 3,886,853.292   505,091.054   MT  0.99960032   +0 01 55.7
 FA2491
 FA2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2491!SPC NC       -   0.99997444  x   0.99987505  =   0.99984949
 FA2491!UTM  17      -   0.99997444  x   0.99960032  =   0.99957477
 FA2491
 FA2491:                Primary Azimuth Mark                     Grid Az
 FA2491:SPC NC       -  ESSO                                     023 05 24.8
 FA2491:UTM  17      -  ESSO                                     021 56 09.6
 FA2491
 FA2491|---------------------------------------------------------------------|
 FA2491| PID    Reference Object                     Distance      Geod. Az  |
 FA2491|                                                           dddmmss.s |
 FA2491| FA2530 ESSO                                APPROX. 0.6 KM 0215805.3 |
 FA2491| FA2492 FOODS                               360.377 METERS 22804     |
 FA2491|---------------------------------------------------------------------|
 FA2491
 FA2491                          SUPERSEDED SURVEY CONTROL
 FA2491
 FA2491  NAD 83(1986)-  35 07 28.28708(N)    080 56 38.85714(W) AD(       ) 2
 FA2491  NAD 27      -  35 07 27.75929(N)    080 56 39.58959(W) AD(       ) 2
 FA2491  NGVD 29 (07/19/86)  193.5    (m)          635.     (f) VERT ANG    3  
 FA2491
 FA2491.Superseded values are not recommended for survey control.
 FA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2491.See file dsdata.txt to determine how the superseded data were derived.
 FA2491
 FA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0509186853(NAD 83)
 FA2491_MARKER: DE = TRAVERSE STATION DISK
 FA2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2491_STAMPING: ARROWOOD 1970
 FA2491_MARK LOGO: NCGS  
 FA2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2491+STABILITY: SURFACE MOTION
 FA2491
 FA2491  HISTORY     - Date     Condition        Report By
 FA2491  HISTORY     - 1970     MONUMENTED       NCGS
 FA2491  HISTORY     - 1984     GOOD             LOCENG
 FA2491  HISTORY     - 1987     GOOD             USPSQD
 FA2491  HISTORY     - 19910403 GOOD             USPSQD
 FA2491  HISTORY     - 19990213 GOOD             USPSQD
 FA2491  HISTORY     - 20050330 MARK NOT FOUND   USPSQD
 FA2491
 FA2491                          STATION DESCRIPTION
 FA2491
 FA2491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2491'ARROWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2491'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2491'
 FA2491'ARROWOOD IS LOCATED APPROXIMATELY 9.0 MILES SOUTH OF CHARLOTTE.
 FA2491'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 49 AND NC 160,
 FA2491'GO NORTH ON NC 49 FOR 3.0 MILES TO STATION ON RIGHT (E SIDE) OF NC
 FA2491'49, 0.1 MILE NORTH OF INTERSECTION OF NC 49 AND SR 1147, 0.4 MILE
 FA2491'SOUTH OF INTERSECTION OF NC 49 AND SR 1128, NEAR B/W LIMIT OF NC
 FA2491'49, APPROXIMATELY AT THE MIDPOINT OF A LONG CURVE, AND
 FA2491'APPROXIMATELY 500 FEET SW OF ARROWOOD WATER TOWER.
 FA2491'
 FA2491'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2491'ARROWOOD 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2491'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2491'
 FA2491'MARK IS
 FA2491'48.5 FEET SE OF C/L OF NC 49.
 FA2491'59.3 FEET SW OF ALUMINUM REF. TAG ON PP.
 FA2491'183.4 FEET NE OF ALUMINUM REF. TAG ON PP.
 FA2491'48.3 FEET NE OF TOP OF R/W MARKER.
 FA2491'98.6 FEET ESE OF TOP OF TELEPHONE JUNCTION BOX.
 FA2491'63.4 FEET SW OF BASE OF A GUY CABLE FOR PP.
 FA2491
 FA2491                          STATION RECOVERY (1984)
 FA2491
 FA2491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLM)
 FA2491'ARROWOOD 1970 RECOVERED GOOD.
 FA2491'
 FA2491'RECOVERED AS DESCRIBED - NEW BUILDING AT 9839 YORK RD - CHARLOTTE
 FA2491'HDW AND SUPPLY INC - MARKER 115 FEET NNW OF N CORNER OF BLDG - NO
 FA2491'WIT POST.
 FA2491
 FA2491                          STATION RECOVERY (1987)
 FA2491
 FA2491'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2491'RECOVERED IN GOOD CONDITION.
 FA2491
 FA2491                          STATION RECOVERY (1991)
 FA2491
 FA2491'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2491'RECOVERED IN GOOD CONDITION.
 FA2491
 FA2491                          STATION RECOVERY (1999)
 FA2491
 FA2491'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2491'RECOVERED IN GOOD CONDITION.
 FA2491
 FA2491                          STATION RECOVERY (2005)
 FA2491
 FA2491'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 FA2491'WITH AID OF WAAS ENABLED GARMIN GPS AND MEASUREMENT FROM BUILDING
 FA2491'DESCRIBED, THE EXACT GP OF MARK LOCATION WAS DETERMINED. THIS SPOT NOW
 FA2491'COVERED OVER WITH NEW PAVEMENT EXTENDING WIDTH OF NC HWY 49 AND
 FA2491'ADJACENT SIDEWALK. MARK APPARENTLY DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3351 ***********************************************************************
 FA3351  DESIGNATION -  ARROWOOD
 FA3351  PID         -  FA3351
 FA3351  STATE/COUNTY-  NC/RUTHERFORD
 FA3351  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA3351
 FA3351                         *CURRENT SURVEY CONTROL
 FA3351  ___________________________________________________________________
 FA3351* NAD 83(2007)-  35 28 08.32623(N)    081 58 51.07417(W)     ADJUSTED  
 FA3351* NAVD 88     -       337.055  (meters)    1105.82   (feet)  ADJUSTED  
 FA3351  ___________________________________________________________________
 FA3351  EPOCH DATE  -        2002.00
 FA3351  X           -     725,512.560 (meters)                     COMP
 FA3351  Y           -  -5,149,803.056 (meters)                     COMP
 FA3351  Z           -   3,680,542.607 (meters)                     COMP
 FA3351  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FA3351  ELLIP HEIGHT-         305.236 (meters)          (02/10/07) ADJUSTED
 FA3351  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FA3351  DYNAMIC HT  -         336.722 (meters)    1104.73  (feet)  COMP
 FA3351
 FA3351  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3351  Type    PID    Designation                      North   East  Ellip
 FA3351  -------------------------------------------------------------------
 FA3351  NETWORK FA3351 ARROWOOD                          0.25   0.22   0.76
 FA3351  -------------------------------------------------------------------
 FA3351  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 FA3351
 FA3351  VERT ORDER  -  SECOND    CLASS II
 FA3351
 FA3351.The horizontal coordinates were established by GPS observations
 FA3351.and adjusted by the National Geodetic Survey in February 2007.
 FA3351
 FA3351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3351.The horizontal coordinates are valid at the epoch date displayed above.
 FA3351.The epoch date for horizontal control is a decimal equivalence
 FA3351.of Year/Month/Day.
 FA3351
 FA3351.The orthometric height was determined by differential leveling
 FA3351.and adjusted in May 1998.
 FA3351
 FA3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3351
 FA3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3351
 FA3351.The ellipsoidal height was determined by GPS observations
 FA3351.and is referenced to NAD 83.
 FA3351
 FA3351.The geoid height was determined by GEOID03.
 FA3351
 FA3351.The dynamic height is computed by dividing the NAVD 88
 FA3351.geopotential number by the normal gravity value computed on the
 FA3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3351.degrees latitude (g = 980.6199 gals.).
 FA3351
 FA3351.The modeled gravity was interpolated from observed gravity values.
 FA3351
 FA3351;                    North         East     Units Scale Factor Converg.
 FA3351;SPC NC       -   194,748.306   339,119.402   MT  0.99987975   -1 43 13.7
 FA3351;SPC NC       -   638,936.73  1,112,594.24   sFT  0.99987975   -1 43 13.7
 FA3351;UTM  17      - 3,925,495.157   411,007.696   MT  0.99969759   -0 34 09.1
 FA3351
 FA3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3351!SPC NC       -   0.99995209  x   0.99987975  =   0.99983185
 FA3351!UTM  17      -   0.99995209  x   0.99969759  =   0.99964970
 FA3351
 FA3351:                Primary Azimuth Mark                     Grid Az
 FA3351:SPC NC       -  O NEAL                                   356 45 20.4
 FA3351:UTM  17      -  O NEAL                                   355 36 15.8
 FA3351
 FA3351|---------------------------------------------------------------------|
 FA3351| PID    Reference Object                     Distance      Geod. Az  |
 FA3351|                                                           dddmmss.s |
 FA3351| FA3352 O NEAL                              APPROX. 0.7 KM 3550206.7 |
 FA3351|---------------------------------------------------------------------|
 FA3351
 FA3351                          SUPERSEDED SURVEY CONTROL
 FA3351
 FA3351  NAD 83(2001)-  35 28 08.32619(N)    081 58 51.07414(W) AD(       ) 1
 FA3351  ELLIP H (03/13/03)  305.239  (m)                       GP(       ) 4 2
 FA3351  NAD 83(1986)-  35 28 08.33678(N)    081 58 51.07362(W) AD(       ) 1
 FA3351  NAD 83(1986)-  35 28 08.33948(N)    081 58 51.07953(W) AD(       ) 2
 FA3351  NAD 27      -  35 28 07.88926(N)    081 58 51.71161(W) AD(       ) 2
 FA3351  NAVD 88 (06/05/98)  337.05   (m)         1105.8    (f) LEVELING    3  
 FA3351  NGVD 29 (07/19/86)  337.3    (m)         1107.     (f) VERT ANG    3  
 FA3351
 FA3351.Superseded values are not recommended for survey control.
 FA3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3351.See file dsdata.txt to determine how the superseded data were derived.
 FA3351
 FA3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1100825495(NAD 83)
 FA3351_MARKER: DE = TRAVERSE STATION DISK
 FA3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3351_STAMPING: ARROWOOD 1972
 FA3351_MARK LOGO: NCGS  
 FA3351_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3351+STABILITY: SURFACE MOTION
 FA3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3351+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996
 FA3351
 FA3351  HISTORY     - Date     Condition        Report By
 FA3351  HISTORY     - 1972     MONUMENTED       NCGS
 FA3351  HISTORY     - 19830101 GOOD             NCGS
 FA3351  HISTORY     - 19900530 GOOD             NCGS
 FA3351  HISTORY     - 19960506 GOOD             NCGS
 FA3351
 FA3351                          STATION DESCRIPTION
 FA3351
 FA3351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3351'ARROWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3351'THE VICINITY OF UNION MILLS, NORTH CAROLINA.
 FA3351'
 FA3351'ARROWOOD IS LOCATED APPROXIMATELY 1.7 MILES SOUTH OF UNION MILLS AND
 FA3351'7.2 MILES NORTH OF RUTHERFORDTON.  TO REACH STATION FROM US 64-US 74
 FA3351'(BY-PASS) BRIDGE OVER US 221, IN NORTH RUTHERFORDTON, PROCEED NORTH
 FA3351'ALONG US 221 FOR 6.4 MILES TO STATION ON THE LEFT.  0.25 MILES
 FA3351'SOUTH OF INTERSECTION WITH SR 1508 (LOOP ROAD NORTH).
 FA3351'
 FA3351'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3351'ARROWOOD 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3351'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3351'
 FA3351'MARK IS
 FA3351'33.1 FEET W OF C/L OF US 221.
 FA3351'15.0 FEET S OF C/L OF DRIVEWAY TO BRICK HOME.
 FA3351'7.8 FEET SW OF CENTER OF SOUTH END OF CULVERT UNDER DRIVEWAY.
 FA3351'64.8 FEET NE OF PP NO. F TAB F,A,B,155 W/ALUMINUM REF. TAG.
 FA3351'26.7 FEET E OF EASTERN MOST 6 INCH SIGN POLE OF TWO W/ALUMINUM
 FA3351'REF. TAG.
 FA3351
 FA3351                          STATION RECOVERY (1983)
 FA3351
 FA3351'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA3351'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 FA3351'CORRECTIONS. LOCATED 3.14 M (10.30 FT)  SOUTH OF THE CENTERLINE OF
 FA3351'DRIVEWAY TO BRICK HOME, 1.43 M (4.69 FT)  NORTH OF COMMUNITY SIGN
 FA3351'POST, 19.7 M (64.6 FT)  EAST OF EASTERN-MOST 6-INCH SIGN POLE WITH
 FA3351'ALUMINUM REFERENCE TAG.
 FA3351
 FA3351                          STATION RECOVERY (1990)
 FA3351
 FA3351'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (JAN)
 FA3351'RECOVERED AS DESCRIBED.
 FA3351
 FA3351                          STATION RECOVERY (1996)
 FA3351
 FA3351'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA3351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2496 ***********************************************************************
 FA2496  DESIGNATION -  ARROWOOD WATER TANK
 FA2496  PID         -  FA2496
 FA2496  STATE/COUNTY-  NC/MECKLENBURG
 FA2496  USGS QUAD   -  FORT MILL (1993)
 FA2496
 FA2496                         *CURRENT SURVEY CONTROL
 FA2496  ___________________________________________________________________
 FA2496* NAD 83(2001)-  35 07 30.03436(N)    080 56 31.70786(W)     ADJUSTED  
 FA2496* NAVD 88     -              **(meters)            **(feet)            
 FA2496  ___________________________________________________________________
 FA2496  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 FA2496  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA2496  HORZ ORDER  -  THIRD
 FA2496
 FA2496.The horizontal coordinates were established by classical geodetic methods
 FA2496.and adjusted by the National Geodetic Survey in August 2005.
 FA2496
 FA2496
 FA2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2496
 FA2496.The geoid height was determined by GEOID03.
 FA2496
 FA2496;                    North         East     Units Scale Factor Converg.
 FA2496;SPC NC       -   154,261.121   432,610.193   MT  0.99987503   -1 07 15.4
 FA2496;SPC NC       -   506,105.03  1,419,321.94   sFT  0.99987503   -1 07 15.4
 FA2496;UTM  17      - 3,886,907.822   505,271.681   MT  0.99960034   +0 01 59.8
 FA2496
 FA2496                          SUPERSEDED SURVEY CONTROL
 FA2496
 FA2496  NAD 83(1986)-  35 07 30.05338(N)    080 56 31.71944(W) AD(       ) 4
 FA2496  NAD 27      -  35 07 29.52577(N)    080 56 32.45196(W) AD(       ) 3
 FA2496
 FA2496.Superseded values are not recommended for survey control.
 FA2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2496.See file dsdata.txt to determine how the superseded data were derived.
 FA2496
 FA2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0527286908(NAD 83)
 FA2496_MARKER: 51 = TANK
 FA2496
 FA2496  HISTORY     - Date     Condition        Report By
 FA2496  HISTORY     - 1970     FIRST OBSERVED   NGS
 FA2496  HISTORY     - 20050330 MARK NOT FOUND   USPSQD
 FA2496
 FA2496                          STATION DESCRIPTION
 FA2496
 FA2496'DESCRIBED BY US POWER SQUADRON 2005 (HWP)
 FA2496'WATER TANK NOT AT GP INDICATED. HAS BEEN REMOVED AT UNKNOWN PRIOR
 FA2496'DATE. THIS IS HEAVY INDUSTRIAL AREA WHICH IS SUPPLIED WATER FROM LOCAL
 FA2496'MUNICIPAL SOURCE FOLLOWING ANNEXATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8272 ***********************************************************************
 AF8272  DESIGNATION -  ART
 AF8272  PID         -  AF8272
 AF8272  STATE/COUNTY-  NC/MCDOWELL
 AF8272  USGS QUAD   -  GLENWOOD (1993)
 AF8272
 AF8272                         *CURRENT SURVEY CONTROL
 AF8272  ___________________________________________________________________
 AF8272* NAD 83(2001)-  35 32 50.94907(N)    081 57 47.86065(W)     ADJUSTED  
 AF8272* NAVD 88     -       345.5    (meters)    1134.     (feet)  VERT ANG  
 AF8272  ___________________________________________________________________
 AF8272  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AF8272  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AF8272  HORZ ORDER  -  SECOND
 AF8272
 AF8272.The horizontal coordinates were established by classical geodetic methods
 AF8272.and adjusted by the National Geodetic Survey in August 2005.
 AF8272
 AF8272.The orthometric height was determined by vertical angle observations.
 AF8272
 AF8272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8272
 AF8272.The geoid height was determined by GEOID03.
 AF8272
 AF8272;                    North         East     Units Scale Factor Converg.
 AF8272;SPC NC       -   203,405.973   340,972.194   MT  0.99988587   -1 42 37.2
 AF8272;SPC NC       -   667,341.10  1,118,672.94   sFT  0.99988587   -1 42 37.2
 AF8272;UTM  17      - 3,934,186.663   412,685.927   MT  0.99969395   -0 33 36.3
 AF8272
 AF8272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8272!SPC NC       -   0.99995076  x   0.99988587  =   0.99983663
 AF8272!UTM  17      -   0.99995076  x   0.99969395  =   0.99964472
 AF8272
 AF8272                          SUPERSEDED SURVEY CONTROL
 AF8272
 AF8272  NAD 83(1986)-  35 32 50.95885(N)    081 57 47.86130(W) AD(       ) 2
 AF8272
 AF8272.Superseded values are not recommended for survey control.
 AF8272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8272.See file dsdata.txt to determine how the superseded data were derived.
 AF8272
 AF8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1268634187(NAD 83)
 AF8272_MARKER: DE = TRAVERSE STATION DISK
 AF8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8272_STAMPING: ART 1983
 AF8272_MARK LOGO: NCGS  
 AF8272_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8272+STABILITY: SURFACE MOTION
 AF8272
 AF8272  HISTORY     - Date     Condition        Report By
 AF8272  HISTORY     - 1983     MONUMENTED       NCGS
 AF8272
 AF8272                          STATION DESCRIPTION
 AF8272
 AF8272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8272'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI)  SOUTH-SOUTHEAST OF VEIN
 AF8272'MOUNTAIN, AND 15.8 KM (9.80 MI)  SOUTH-SOUTHEAST OF MARION. ALONG US
 AF8272'221 FOR 11.4 KM (7.10 MI)  SOUTH OF THE I-40 UNDERPASS, OR 2.4 KM
 AF8272'(1.50 MI)  NORTH OF SR 1781 AT THE MCDOWELL-RUTHERFORD COUNTY LINE, IN
 AF8272'WEST SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.92 M
 AF8272'(22.70 FT) WEST-SOUTHWEST OF THE CENTERLINE OF US 221, 45.32 M (148.69
 AF8272'FT) SOUTH-SOUTHEAST OF SOUTH END OF GUARD RAIL, AND 7.16 M (23.49 FT)
 AF8272'(SLOPE) NORTHEAST OF 8-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0415 ***********************************************************************
 EB0415  DESIGNATION -  ARTESIA AZ MK
 EB0415  PID         -  EB0415
 EB0415  STATE/COUNTY-  NC/COLUMBUS
 EB0415  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 EB0415
 EB0415                         *CURRENT SURVEY CONTROL
 EB0415  ___________________________________________________________________
 EB0415* NAD 83(2001)-  34 19 18.82736(N)    078 33 55.04196(W)     ADJUSTED  
 EB0415* NAVD 88     -        20.113  (meters)      65.99   (feet)  ADJUSTED  
 EB0415  ___________________________________________________________________
 EB0415  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EB0415  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EB0415  DYNAMIC HT  -          20.093 (meters)      65.92  (feet)  COMP
 EB0415  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EB0415
 EB0415  HORZ ORDER  -  SECOND
 EB0415  VERT ORDER  -  FIRST     CLASS I
 EB0415
 EB0415.The horizontal coordinates were established by classical geodetic methods
 EB0415.and adjusted by the National Geodetic Survey in August 2005.
 EB0415
 EB0415.The orthometric height was determined by differential leveling
 EB0415.and adjusted in June 1991.
 EB0415
 EB0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0415
 EB0415.The geoid height was determined by GEOID03.
 EB0415
 EB0415.The dynamic height is computed by dividing the NAVD 88
 EB0415.geopotential number by the normal gravity value computed on the
 EB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0415.degrees latitude (g = 980.6199 gals.).
 EB0415
 EB0415.The modeled gravity was interpolated from observed gravity values.
 EB0415
 EB0415;                    North         East     Units Scale Factor Converg.
 EB0415;SPC NC       -    63,530.420   649,609.742   MT  1.00000319   +0 15 03.2
 EB0415;SPC NC       -   208,432.72  2,131,261.30   sFT  1.00000319   +0 15 03.2
 EB0415;UTM  17      - 3,800,532.772   724,013.342   MT  1.00021861   +1 22 24.1
 EB0415
 EB0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0415!SPC NC       -   1.00000234  x   1.00000319  =   1.00000553
 EB0415!UTM  17      -   1.00000234  x   1.00021861  =   1.00022095
 EB0415
 EB0415:                Primary Azimuth Mark                     Grid Az
 EB0415:SPC NC       -  ARTESIA RESET                            269 42 35.4
 EB0415:UTM  17      -  ARTESIA RESET                            268 35 14.5
 EB0415
 EB0415|---------------------------------------------------------------------|
 EB0415| PID    Reference Object                     Distance      Geod. Az  |
 EB0415|                                                           dddmmss.s |
 EB0415| AA7396 ARTESIA RESET                       APPROX. 0.7 KM 2695738.6 |
 EB0415|---------------------------------------------------------------------|
 EB0415
 EB0415                          SUPERSEDED SURVEY CONTROL
 EB0415
 EB0415  NAD 83(1986)-  34 19 18.83173(N)    078 33 55.04923(W) AD(       ) 2
 EB0415  NAD 27      -  34 19 18.23166(N)    078 33 56.01274(W) AD(       ) 2
 EB0415  NGVD 29 (10/06/93)   20.422  (m)           67.00   (f) ADJUSTED    1 1
 EB0415
 EB0415.Superseded values are not recommended for survey control.
 EB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0415.See file dsdata.txt to determine how the superseded data were derived.
 EB0415
 EB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2401300533(NAD 83)
 EB0415_MARKER: DZ = AZIMUTH MARK DISK
 EB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0415_STAMPING: ARTESIA 1942
 EB0415_PROJECTION: PROJECTING 30 CENTIMETERS
 EB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0415+STABILITY: SURFACE MOTION
 EB0415
 EB0415  HISTORY     - Date     Condition        Report By
 EB0415  HISTORY     - 1942     MONUMENTED       CGS
 EB0415  HISTORY     - 1963     GOOD             NGS
 EB0415  HISTORY     - 1976     GOOD             NCDOT
 EB0415  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0415  HISTORY     - 1985     GOOD             USPSQD
 EB0415  HISTORY     - 1985     GOOD             USPSQD
 EB0415
 EB0415                          STATION DESCRIPTION
 EB0415
 EB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LWA)
 EB0415'ARTESIA AZ. IS A U.S. COAST AND GEODETIC SURVEY STATION IN THE
 EB0415'VICINITY OF LAKE WACCAMAW, NORTH CAROLINA.
 EB0415'
 EB0415'ARTESIA AZ. IS LOCATED APPROXIMATELY 2.5 MILES WEST OF LAKE
 EB0415'WACCAMAW AND 7.9 MILES EAST OF WHITEVILLE.  TO REACH STATION
 EB0415'PROCEED FROM THE DEPOT IN LAKE WACCAMAW.  GO WEST ON U.S. 74
 EB0415'AND U.S. 76 FOR 2.5 MILES TO STATION ON LEFT (SOUTH) SIDE OF
 EB0415'U.S. 74 AND 76.  STATION IS 2.0 MILES EAST OF INTERSECTION OF
 EB0415'U.S. 74, U.S. 76 AND SR 1001.
 EB0415'
 EB0415'STATION MARK IS A STANDARD U. S. COAST AND GEODETIC SURVEY
 EB0415'AZIMUTH MARK STAMPED ARTESIA AZ. 1942, WHICH IS 12 INCHES ABOVE
 EB0415'THE GROUND.
 EB0415'
 EB0415'MARK IS
 EB0415'
 EB0415'117.5 FT S OF C/L OF U.S. 74 AND U.S. 76
 EB0415'
 EB0415'31.4 FT S OF S RAIL OF SINGLE RR TRACK
 EB0415'
 EB0415'41.9 FT NE OF ALUMINUM REF. TAG ON TP
 EB0415'
 EB0415'100.0 FT NW OF NW CORNER OF A RESIDENCE
 EB0415
 EB0415                          STATION RECOVERY (1963)
 EB0415
 EB0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0415'1.9 MI E FROM HALLSBORO.
 EB0415'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAYS 74 AND 76 FROM THE
 EB0415'ATLANTIC COAST LINE RAILROAD STATION AT HALLSBORO, ABOUT 2.45
 EB0415'MILES WEST ALONG U.S. HIGHWAYS 74 AND 76 FROM THE ATLANTIC COAST
 EB0415'LINE RAILROAD STATION AT LAKE WACCAMAW, ALONG THE ATLANTIC COAST LINE
 EB0415'RAILROAD, ABOUT 0.15 MILE EAST OF SAND ROAD LEADING NORTH, 31
 EB0415'FEET SOUTH OF SOUTH RAIL, 42 FEET NORTHEAST OF TELEPHONE POLE
 EB0415'548, 118 FEET NORTHWEST OF NORTHWEST CORNER OF A
 EB0415'ONE STORY FRAME HOUSE, 1.5 FEET EAST OF A CREOSOTE WITNESS POST, 1
 EB0415'FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 EB0415'POST PROJECTING 1 1/2 FEET.
 EB0415
 EB0415                          STATION RECOVERY (1976)
 EB0415
 EB0415'RECOVERY NOTE BY 
NC DOT 1976
 EB0415'RECOVERED IN GOOD CONDITION.
 EB0415
 EB0415                          STATION RECOVERY (1979)
 EB0415
 EB0415'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0415'THE CONCRETE POST IS LEANING SLIGHTLY TO WEST, BUT IS SOLID, THE
 EB0415'DISK IS OK.  1.95 MILES EAST ALONG U.S. 74 AND U.S. 76 FROM THE
 EB0415'INTERSECTION WITH SR 1001 AT HALLSBORO, ON SOUTH SIDE OF HIGHWAY
 EB0415'ACROSS FROM A SANDWICH SHOP, AT WEST SIDE OF THE YARD FOR A WHITE
 EB0415'FRAME HOUSE, 118.8 FEET SOUTH OF CENTERLINE OF HIGHWAY, 100.0
 EB0415'FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 47.0 FEET NORTHWEST
 EB0415'OF AN IRON STAKE PROPERTY CORNER MARKER.
 EB0415'THE MARK IS 1.1 FT  E FROM A WITNESS POST.
 EB0415'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB0415
 EB0415                          STATION RECOVERY (1985)
 EB0415
 EB0415'RECOVERY NOTE BY US POWER SQUADRON 1985 (IMS)
 EB0415'RECOVERED IN GOOD CONDITION.
 EB0415
 EB0415                          STATION RECOVERY (1985)
 EB0415
 EB0415'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA7396 ***********************************************************************
 AA7396  CBN         -  This is a Cooperative Base Network Control Station.
 AA7396  DESIGNATION -  ARTESIA RESET
 AA7396  PID         -  AA7396
 AA7396  STATE/COUNTY-  NC/COLUMBUS
 AA7396  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 AA7396
 AA7396                         *CURRENT SURVEY CONTROL
 AA7396  ___________________________________________________________________
 AA7396* NAD 83(2007)-  34 19 18.81159(N)    078 34 21.14281(W)     ADJUSTED  
 AA7396* NAVD 88     -        19.472  (meters)      63.88   (feet)  ADJUSTED  
 AA7396  ___________________________________________________________________
 AA7396  EPOCH DATE  -        2002.00
 AA7396  X           -   1,044,763.209 (meters)                     COMP
 AA7396  Y           -  -5,168,661.863 (meters)                     COMP
 AA7396  Z           -   3,575,983.180 (meters)                     COMP
 AA7396  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AA7396  ELLIP HEIGHT-         -15.498 (meters)          (02/10/07) ADJUSTED
 AA7396  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 AA7396  DYNAMIC HT  -          19.454 (meters)      63.83  (feet)  COMP
 AA7396
 AA7396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA7396  Type    PID    Designation                      North   East  Ellip
 AA7396  -------------------------------------------------------------------
 AA7396  NETWORK AA7396 ARTESIA RESET                     0.39   0.37   1.35
 AA7396  -------------------------------------------------------------------
 AA7396  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 AA7396
 AA7396  VERT ORDER  -  SECOND    CLASS I
 AA7396
 AA7396.The horizontal coordinates were established by GPS observations
 AA7396.and adjusted by the National Geodetic Survey in February 2007.
 AA7396
 AA7396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA7396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA7396.The horizontal coordinates are valid at the epoch date displayed above.
 AA7396.The epoch date for horizontal control is a decimal equivalence
 AA7396.of Year/Month/Day.
 AA7396
 AA7396.The orthometric height was determined by differential leveling
 AA7396.and adjusted in August 2000.
 AA7396
 AA7396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7396
 AA7396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7396
 AA7396.The ellipsoidal height was determined by GPS observations
 AA7396.and is referenced to NAD 83.
 AA7396
 AA7396.The geoid height was determined by GEOID03.
 AA7396
 AA7396.The dynamic height is computed by dividing the NAVD 88
 AA7396.geopotential number by the normal gravity value computed on the
 AA7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7396.degrees latitude (g = 980.6199 gals.).
 AA7396
 AA7396.The modeled gravity was interpolated from observed gravity values.
 AA7396
 AA7396;                    North         East     Units Scale Factor Converg.
 AA7396;SPC NC       -    63,527.037   648,942.473   MT  1.00000319   +0 14 48.2
 AA7396;SPC NC       -   208,421.62  2,129,072.10   sFT  1.00000319   +0 14 48.2
 AA7396;UTM  17      - 3,800,516.314   723,346.125   MT  1.00021493   +1 22 09.4
 AA7396
 AA7396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7396!SPC NC       -   1.00000243  x   1.00000319  =   1.00000562
 AA7396!UTM  17      -   1.00000243  x   1.00021493  =   1.00021736
 AA7396
 AA7396|---------------------------------------------------------------------|
 AA7396| PID    Reference Object                     Distance      Geod. Az  |
 AA7396|                                                           dddmmss.s |
 AA7396| EB1527 W 216                                65.264 METERS 03613     |
 AA7396| EB0416 ARTESIA RM 1                         45.293 METERS 08516     |
 AA7396| EB0415 ARTESIA AZ MK                       APPROX. 0.7 KM 0895723.9 |
 AA7396| EB2196 HALLSBORO NC LMBR CO TALL STK       APPROX. 3.0 KM 2643008.5 |
 AA7396| EB2195 HALLSBORO NC LMBR CO SHORT STK      APPROX. 3.0 KM 2661233.3 |
 AA7396| EB2194 HALLSBORO LMBR VENEER PLT STK       APPROX. 2.7 KM 2690428.2 |
 AA7396| EB3140 ARTESIA RM 2                         36.463 METERS 33535     |
 AA7396|---------------------------------------------------------------------|
 AA7396
 AA7396                          SUPERSEDED SURVEY CONTROL
 AA7396
 AA7396  NAD 83(2001)-  34 19 18.81168(N)    078 34 21.14253(W) AD(       ) B
 AA7396  ELLIP H (01/30/03)  -15.487  (m)                       GP(       ) 4 2
 AA7396  NAD 83(1995)-  34 19 18.81188(N)    078 34 21.14220(W) AD(       ) B
 AA7396  ELLIP H (09/11/96)  -15.500  (m)                       GP(       ) 4 1
 AA7396  NAD 83(1986)-  34 19 18.81611(N)    078 34 21.14913(W) AD(       ) 1
 AA7396  NAVD 88 (12/23/99)   19.47   (m)           63.9    (f) LEVELING    3  
 AA7396
 AA7396.Superseded values are not recommended for survey control.
 AA7396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7396.See file dsdata.txt to determine how the superseded data were derived.
 AA7396
 AA7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2334600516(NAD 83)
 AA7396_MARKER: DH = HORIZONTAL CONTROL DISK
 AA7396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA7396_STAMPING: ARTESIA 1942 1980
 AA7396_MARK LOGO: NGS   
 AA7396_PROJECTION: FLUSH
 AA7396_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AA7396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7396+STABILITY: SURFACE MOTION
 AA7396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7396+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 AA7396
 AA7396  HISTORY     - Date     Condition        Report By
 AA7396  HISTORY     - 1980     MONUMENTED       NGS
 AA7396  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AA7396  HISTORY     - 19890920 GOOD             NCGS
 AA7396  HISTORY     - 19931116 GOOD             NCGS
 AA7396  HISTORY     - 19980113 GOOD             NCGS
 AA7396  HISTORY     - 19980113 GOOD             NCGS
 AA7396  HISTORY     - 20060118 GOOD             NCGS
 AA7396  HISTORY     - 20061112 GOOD             NCGS
 AA7396
 AA7396                          STATION DESCRIPTION
 AA7396
 AA7396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AA7396'ARTESIA WAS RECOVERED WITH PART OF THE MARK MISSING AND
 AA7396'LEANING.  THE SURFACE MARK WAS RESET.  THE AZIMUTH MARK AND REFERENCE
 AA7396'MARK 1 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 AA7396'6 INCHES BELOW THE GROUND WITH THE TOP KNOCKED OFF.  BENCH MARK W
 AA7396'216 1979 WILL SERVE AS A REFERENCE MARK.  THE AZIMUTH MARK IS NOT
 AA7396'VISIBLE FROM THE STATION DUE TO WOODS ON LINE THE DISTANCE TO
 AA7396'REFERENCE MARK 1 CHECKED THE 1942 DISTANCE.
 AA7396'
 AA7396'A NEW DESCRIPTION FOLLOWS--
 AA7396'
 AA7396'THE STATION IS ABOUT 6-1/2 MILES EAST OF WHITEVILLE, 1-1/2 MILE
 AA7396'EAST OF HALLSBORO AND ON PROPERTY OWNED BY ELIZABETH ANN DEWTETTER
 AA7396'WHO LIVES AT THE STATION SITE.
 AA7396'
 AA7396'TO REACH THE STATION FROM THE HALLSBORO POST OFFICE, GO EAST ON
 AA7396'U.S. HIGHWAY 76 FOR 1.6 MILE TO A PRIVATE DRIVE ON THE RIGHT AND
 AA7396'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH FROM THE STATION
 AA7396'GO EAST ON U.S. HIGHWAY 76 FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT,
 AA7396'TURN RIGHT FOR ABOUT 100 FEET TO OLD RAILROAD BED, TURN RIGHT ON
 AA7396'RAILROAD BED FOR ABOUT 50 FEET TO THE MARK ON THE LEFT.
 AA7396'
 AA7396'THE STATION MARK IS A STANDARD DISK STAMPED---ARTESIA 1942 1980---
 AA7396'SET IN THE TOP OF A ROUND CONCRETE POST, 14-INCHES IN DIAMETER AND
 AA7396'FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS SET IN AN IRREGULAR
 AA7396'MASS OF CONCRETE AND STAMPED---ARTESIA 1942---.  THEY ARE 4.5 FEET
 AA7396'EAST OF THE EAST SIDE OF A MOBILE HOME, 78.5 FEET NORTHWEST OF A
 AA7396'UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 70.5 FEET
 AA7396'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE DEW HOME, 58.3
 AA7396'FEET NORTH OF THE NORTHWEST CORNER OF THE DEW HOME, 59 FEET WEST
 AA7396'OF THE CENTER OF A NORTH-SOUTH DRIVEWAY 55.2 FEET NORTH-NORTHEAST OF
 AA7396'A POWERLINE POLE WITH A TRANSFORMER AND 129.6 FEET SOUTH OF THE
 AA7396'CENTERLINE OF U.S. HIGHWAY 76.
 AA7396'
 AA7396'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ARTESIA NO 1 1942---
 AA7396'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 AA7396'INCHES.  IT IS 50 FEET NORTH OF A 10-INCH, LONE PINE TREE, 66 FEET
 AA7396'NORTHEAST OF THE NORTH EAST CORNER POST ON THE PORCH OF THE
 AA7396'CLEMMONS HOME, 85.3 FEET WEST-NORTHWEST OF THE OF THE UTILITY POLE, 92
 AA7396'FEET EAST OF THE CENTER OF THE NORTH-SOUTH DRIVEWAY AND 114 FEET
 AA7396'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 76.
 AA7396'
 AA7396'BENCH MARK W 216 IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED
 AA7396'IN A PVC PIPE, 5-INCHES IN DIAMETER WHIS IS SURROUNDED BY CONCRETE
 AA7396'AND FLUSH WITH THE GROUND.  THE DATUM POINT ON THE ROD IS RECESSED
 AA7396'ABOUT 6 INCHES BELOW THE ALUMINUM ACCESS COVER WHICH IS FASTENED TO
 AA7396'THE PIPE.  THE ACCESS COVER IS STAMPED---W 216 1979---.  IT IS
 AA7396'0.9 FEET WEST OF A METAL WITNESS POST, 6.3 FEET SOUTH OF A 20-INCH
 AA7396'PINE TREE WITH AN ALUMINUM REFERENCE TAG 46 FEET NORTH OF THE
 AA7396'CENTERLINE OF U.S. HIGHWAY 76.
 AA7396'
 AA7396'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---ARTESIA 1942---SET
 AA7396'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 12
 AA7396'INCHES.  IT IS 118.8 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 76,
 AA7396'100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND ON
 AA7396'RAILROAD RIGHT OF WAY AND 1.1 FEET EAST OF A METAL WITNESS POST.
 AA7396
 AA7396                          STATION RECOVERY (1985)
 AA7396
 AA7396'RECOVERY NOTE BY US POWER SQUADRON 1985 (IMS)
 AA7396'MARK NOT FOUND.
 AA7396
 AA7396                          STATION RECOVERY (1989)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AA7396'RECOVERED AS DESCRIBED AS PER 1980 DESCRIPTION.
 AA7396
 AA7396                          STATION RECOVERY (1993)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AA7396'RECOVERED BY NCGS IN 1995.  STATION MARK, REFERENCE MARK 1, AZIMUTH
 AA7396'MARK AND BENCH MARK W 216 WERE FOUND IN GOOD CONDITION.  IN A 1960
 AA7396'RECOVERY BY NGS REFERENCE MARK 2 WAS FOUND WITH THE TOP BROKEN OFF.
 AA7396'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF WHITEVILLE AND 1.5
 AA7396'MI (2.4 KM) EAST OF HALLSBORO. ALONG NC 214 FOR 1.6 MI (2.6 KM) EAST
 AA7396'OF THE HALLSBORO POST OFFICE, OR 1.5 MI (2.4 KM) EAST OF SR 1001
 AA7396'(HALLSBORO ROAD), IN YARD OF HOUSE NUMBER 5786 (STRICKLAND RESIDENCE).
 AA7396'MARK IS FLUSH WITH THE GROUND.  LOCATED 127.0 FT (38.7 M) SOUTH OF THE
 AA7396'CENTERLINE OF NC 214, 55.5 FT (16.9 M) WEST OF THE CENTERLINE OF A
 AA7396'DRIVEWAY, 77.5 FT (23.6 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 AA7396'HOUSE, 34.5 FT (10.5 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 AA7396'HOUSE AND 28.2 FT (8.6 M) EAST OF A POWER POLE WITH A REFERENCE TAG.
 AA7396'REFERENCE MARK 1 PROJECTS 6-INCHES.  LOCATED 114.0 FT (34.7 M) SOUTH
 AA7396'OF THE CENTERLINE OF NC 214, 91.3 FT (27.8 M) EAST-SOUTHEAST OF THE
 AA7396'CENTERLINE OF THE DRIVEWAY, 148.6 FT (45.3 M) EAST OF ARTESIA
 AA7396'TRIANGULATION STATION, 119.0 FT (36.3 M) EAST-NORTHEAST OF THE
 AA7396'NORTHEAST CORNER OF THE HOUSE, 96.6 FT (29.4 M) NORTHEAST OF A SERVICE
 AA7396'POLE WITH A LIGHT AND 111.3 FT (33.9 M) SOUTHEAST OF A POWER POLE WITH
 AA7396'TRANSFORMER AND REFERENCE TAG. AZIMUTH MARK IS ALONG NC 214 FOR 0.4 MI
 AA7396'(0.6 KM) EAST OF THE STATION, IN THE WOODS ACROSS THE HIGHWAY FROM A
 AA7396'SANDWICH SHOP, AND PROJECTS ABOUT 1.5 FEET.  LOCATED 118.5 FT (36.1 M)
 AA7396'SOUTH OF THE CENTERLINE OF NC 214, 68.8 FT (21.0 M) WEST OF THE CENTER
 AA7396'OF A DIRT DRIVE AND 100.0 FT (30.5 M) NORTHWEST OF THE NORTHWEST
 AA7396'CORNER OF A RESIDENCE. BENCH MARK W 216 IS 214.12 FT (65.26 M)
 AA7396'NORTHEAST OF THE STATION, 0.9 FT (27.4 CM) WEST OF A METAL WITNESS
 AA7396'POST, 46.0 FT (14.0 M) NORTH OF THE CENTERLINE OF NC 214--AND 7.0 FT
 AA7396'(2.1 M) EAST OF A 14-INCH PINE, 94.8 FT (28.9 M) NORTHEAST OF A POWER
 AA7396'POLE WITH TRANSFORMER ACROSS THE HIGHWAY--BOTH WITH REFERENCE TAGS.
 AA7396
 AA7396                          STATION RECOVERY (1998)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AA7396'RECOVERED AS DESCRIBED EXCEPT ARTESIA RM 1 HAS BEEN DESTROYED.REMAINS
 AA7396'OF RM 1 WERE FOUND UNDER GROUND..
 AA7396
 AA7396                          STATION RECOVERY (1998)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AA7396'RECOVERED AS DESCRIBED IN GOOD CONDITION HOWEVER, REMAINS OF RM 1 WERE
 AA7396'FOUND DESTROYED THIS DATE.
 AA7396
 AA7396                          STATION RECOVERY (2006)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 AA7396'RECOVERED AS DESCRIBED.
 AA7396
 AA7396                          STATION RECOVERY (2006)
 AA7396
 AA7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 AA7396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0416 ***********************************************************************
 EB0416  DESIGNATION -  ARTESIA RM 1
 EB0416  PID         -  EB0416
 EB0416  STATE/COUNTY-  NC/COLUMBUS
 EB0416  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 EB0416
 EB0416                         *CURRENT SURVEY CONTROL
 EB0416  ___________________________________________________________________
 EB0416* NAD 83(1986)-  34 19 19.     (N)    078 34 21.     (W)     SCALED    
 EB0416* NAVD 88     -        19.567  (meters)      64.20   (feet)  ADJUSTED  
 EB0416  ___________________________________________________________________
 EB0416  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EB0416  DYNAMIC HT  -          19.548 (meters)      64.13  (feet)  COMP
 EB0416  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 EB0416
 EB0416  VERT ORDER  -  FIRST     CLASS I
 EB0416
 EB0416.The horizontal coordinates were scaled from a topographic map and have
 EB0416.an estimated accuracy of +/- 6 seconds.
 EB0416
 EB0416.The orthometric height was determined by differential leveling
 EB0416.and adjusted in June 1991.
 EB0416
 EB0416.The geoid height was determined by GEOID03.
 EB0416
 EB0416.The dynamic height is computed by dividing the NAVD 88
 EB0416.geopotential number by the normal gravity value computed on the
 EB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0416.degrees latitude (g = 980.6199 gals.).
 EB0416
 EB0416.The modeled gravity was interpolated from observed gravity values.
 EB0416
 EB0416;                    North         East    Units  Estimated Accuracy
 EB0416;SPC NC       -    63,530.      648,950.      MT  (+/- 180 meters Scaled)
 EB0416
 EB0416                          SUPERSEDED SURVEY CONTROL
 EB0416
 EB0416  NGVD 29 (10/06/93)   19.875  (m)           65.21   (f) ADJUSTED    1 1
 EB0416
 EB0416.Superseded values are not recommended for survey control.
 EB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0416.See file dsdata.txt to determine how the superseded data were derived.
 EB0416
 EB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU233005(NAD 83)
 EB0416_MARKER: DR = REFERENCE MARK DISK
 EB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0416_STAMPING: ARTESIA NO 1 1942
 EB0416_PROJECTION: PROJECTING 20 CENTIMETERS
 EB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0416+STABILITY: SURFACE MOTION
 EB0416
 EB0416  HISTORY     - Date     Condition        Report By
 EB0416  HISTORY     - 1942     MONUMENTED       CGS
 EB0416  HISTORY     - 1963     GOOD             NGS
 EB0416  HISTORY     - 1979     GOOD             NCGS
 EB0416  HISTORY     - 1980     GOOD             NGS
 EB0416
 EB0416                          STATION DESCRIPTION
 EB0416
 EB0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EB0416'1.5 MI E FROM HALLSBORO.
 EB0416'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAYS 74 AND 76 FROM THE
 EB0416'ATLANTIC COAST LINE RAILROAD STATION AT HALLSBORO, ABOUT 0.15
 EB0416'MILE EAST OF A ROAD CROSSING, 148.6 MILES EAST OF TRIANGULATION
 EB0416'STATION ARTESIA, 26.5 FEET SOUTH OF THE SOUTH RAIL, 74 FEET NORTH
 EB0416'OF THE NORTHEAST CORNER OF A ONE-STORY FRAME HOUSE, 97 FEET
 EB0416'NORTHWEST OF TELEPHONE POLE 536, 1/2 FOOT BELOW THE LEVEL OF THE
 EB0416'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 EB0416
 EB0416                          STATION RECOVERY (1979)
 EB0416
 EB0416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0416'1.55 MILES EAST ALONG U.S. 74 AND U.S. 76 FROM INTERSECTION WITH
 EB0416'SR 1001 AT HALLSBORO, ON SOUTH SIDE OF HIGHWAY IN YARD FOR A WHITE
 EB0416'HOUSE AND 0.15 MILE EAST OF INTERSECTION WITH SR 1734, 114.0
 EB0416'FEET SOUTH OF CENTERLINE OF HIGHWAY, 74.0 FEET NORTH OF NORTHEAST
 EB0416'CORNER OF HOUSE, 85.2 FEET NORTHEAST OF TELEPHONE POLE WITH
 EB0416'REFERENCE TAG AND 148.6 FEET EAST OF ARTESIA TRIANGULATION STATION.
 EB0416'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB0416
 EB0416                          STATION RECOVERY (1980)
 EB0416
 EB0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EB0416'1.6 MILES EAST ALONG U.S. HIGHWAY 76 FROM THE POST OFFICE IN HILLS-
 EB0416'BORO TO A PRIVATE DRIVE ON THE RIGHT AND THE MARK, 114 FEET SOUTH OF
 EB0416'THE CENTERLINE OF U.S. HIGHWAY 76, 92 FEET EAST OF THE CENTER OF THE
 EB0416'DRIVEWAY, 85.3 FEET WEST-NORTHWEST OF UTILITY POLE NUMBERED 5, 66
 EB0416'FEET NORTHEAST OF THE NORTHEAST CORNER POST OF THE PORCH ON THE
 EB0416'CLEMMONS HOME, 50 FEET NORTH OF A LONE, 10 INCH PINE TREE, AND THE
 EB0416'LAWN OF THE CLEMMONS HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2181 ***********************************************************************
 FY2181  DESIGNATION -  ARTHUR
 FY2181  PID         -  FY2181
 FY2181  STATE/COUNTY-  NC/ORANGE
 FY2181  USGS QUAD   -  CEDAR GROVE (1967)
 FY2181
 FY2181                         *CURRENT SURVEY CONTROL
 FY2181  ___________________________________________________________________
 FY2181* NAD 83(2001)-  36 14 09.08168(N)    079 11 19.71412(W)     ADJUSTED  
 FY2181* NAVD 88     -       215.480  (meters)     706.95   (feet)  ADJUSTED  
 FY2181  ___________________________________________________________________
 FY2181  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FY2181  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FY2181  DYNAMIC HT  -         215.308 (meters)     706.39  (feet)  COMP
 FY2181  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 FY2181
 FY2181  HORZ ORDER  -  SECOND
 FY2181  VERT ORDER  -  SECOND    CLASS II
 FY2181
 FY2181.The horizontal coordinates were established by classical geodetic methods
 FY2181.and adjusted by the National Geodetic Survey in August 2005.
 FY2181
 FY2181.The orthometric height was determined by differential leveling
 FY2181.and adjusted in June 1991.
 FY2181
 FY2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2181
 FY2181.The geoid height was determined by GEOID03.
 FY2181
 FY2181.The dynamic height is computed by dividing the NAVD 88
 FY2181.geopotential number by the normal gravity value computed on the
 FY2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2181.degrees latitude (g = 980.6199 gals.).
 FY2181
 FY2181.The modeled gravity was interpolated from observed gravity values.
 FY2181
 FY2181;                    North         East     Units Scale Factor Converg.
 FY2181;SPC NC       -   275,787.392   592,627.966   MT  1.00002004   -0 06 32.3
 FY2181;SPC NC       -   904,812.47  1,944,313.59   sFT  1.00002004   -0 06 32.3
 FY2181;UTM  17      - 4,011,629.780   662,759.082   MT  0.99992640   +1 04 15.1
 FY2181
 FY2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2181!SPC NC       -   0.99997098  x   1.00002004  =   0.99999102
 FY2181!UTM  17      -   0.99997098  x   0.99992640  =   0.99989738
 FY2181
 FY2181                          SUPERSEDED SURVEY CONTROL
 FY2181
 FY2181  NAD 83(1993)-  36 14 09.08332(N)    079 11 19.71787(W) AD(       ) 2
 FY2181  NAD 83(1986)-  36 14 09.08411(N)    079 11 19.72162(W) AD(       ) 2
 FY2181  NGVD 29 (03/05/92)  215.711  (m)          707.71   (f) ADJUSTED    2 2
 FY2181
 FY2181.Superseded values are not recommended for survey control.
 FY2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2181.See file dsdata.txt to determine how the superseded data were derived.
 FY2181
 FY2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6275911630(NAD 83)
 FY2181_MARKER: DE = TRAVERSE STATION DISK
 FY2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2181_SP_SET: CONCRETE POST
 FY2181_STAMPING: ARTHUR 1981
 FY2181_MARK LOGO: NCGS  
 FY2181_PROJECTION: RECESSED 15 CENTIMETERS
 FY2181_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2181+STABILITY: SURFACE MOTION
 FY2181
 FY2181  HISTORY     - Date     Condition        Report By
 FY2181  HISTORY     - 1981     MONUMENTED       NCGS
 FY2181  HISTORY     - 1981     GOOD             NCGS
 FY2181  HISTORY     - 1985     GOOD             USPSQD
 FY2181
 FY2181                          STATION DESCRIPTION
 FY2181
 FY2181'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY2181'THE STATION IS LOCATED ABOUT 0.8 MILE SOUTH OF PROSPECT HILL AND
 FY2181'4.8 MILES NORTH-NORTHWEST OF CEDAR HILL.
 FY2181'
 FY2181'ALONG NC 86, 0.6 MILE SOUTH OF NC 49-NC 86 INTERSECTION (SOUTH OF
 FY2181'PROSPECT HILL) OR 0.2 MILE NORTHWEST OF SR 1500, ON LEFT IN
 FY2181'SHOULDER, NEAR TELEPHONE PEDESTAL.
 FY2181'
 FY2181'THE STATION IS A STANDARD NCGS DISK
 FY2181'STAMPED---ARTHUR 1981---,
 FY2181'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2181'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 FY2181'4.6 METERS (15.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF HIGHWAY,
 FY2181'24.0 METERS (78. FT) SOUTHEAST FROM A POWER POLE WITH REFERENCE TAG,
 FY2181'10.5 METERS (34.5 FT) SOUTH-SOUTHWEST FROM A TELEPHONE PEDESTAL AND
 FY2181'23.8 METERS (78.3 FT) NORTHEAST FROM A  8 INCH PINE WITH REFERENCE
 FY2181'TAG.
 FY2181'
 FY2181'MARK IS LEVEL WITH HIGHWAY.
 FY2181
 FY2181                          STATION RECOVERY (1981)
 FY2181
 FY2181'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2181'0.8 MI SOUTH FROM PROSPECT HILL.
 FY2181'PROCEED SOUTHEAST ALONG NC 86 FOR 0.35 MILE FROM INTERSECTION OF
 FY2181'NC 49 AND NC 86 (0.6 MILE SOUTH OF PROSPECT HILL), TO STATION ON LEFT
 FY2181'IN SHOULDER NEAR A TELEPHONE PEDESTAL, AND 0.2 MILE NORTHWEST OF
 FY2181'INTERSECTION WITH SR 1500, 15.0 FEET EAST-NORTHEAST OF CENTERLINE
 FY2181'OF HIGHWAY, 78.7 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG,
 FY2181'34.5 FEET SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL AND 78.3 FEET
 FY2181'NORTHEAST OF 8 INCH PINE WITH REFERENCE TAG.
 FY2181'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2181
 FY2181                          STATION RECOVERY (1985)
 FY2181
 FY2181'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2865 ***********************************************************************
 FX2865  DESIGNATION -  ARTHUR
 FX2865  PID         -  FX2865
 FX2865  STATE/COUNTY-  NC/NORTHAMPTON
 FX2865  USGS QUAD   -  WELDON (1974)
 FX2865
 FX2865                         *CURRENT SURVEY CONTROL
 FX2865  ___________________________________________________________________
 FX2865* NAD 83(2001)-  36 27 22.26593(N)    077 35 22.27957(W)     ADJUSTED  
 FX2865* NAVD 88     -        36.162  (meters)     118.64   (feet)  ADJUSTED  
 FX2865  ___________________________________________________________________
 FX2865  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FX2865  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 FX2865  DYNAMIC HT  -          36.133 (meters)     118.55  (feet)  COMP
 FX2865  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 FX2865
 FX2865  HORZ ORDER  -  SECOND
 FX2865  VERT ORDER  -  SECOND    CLASS II
 FX2865
 FX2865.The horizontal coordinates were established by classical geodetic methods
 FX2865.and adjusted by the National Geodetic Survey in August 2005.
 FX2865
 FX2865.The orthometric height was determined by differential leveling
 FX2865.and adjusted in June 1991.
 FX2865
 FX2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2865
 FX2865.The geoid height was determined by GEOID03.
 FX2865
 FX2865.The dynamic height is computed by dividing the NAVD 88
 FX2865.geopotential number by the normal gravity value computed on the
 FX2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2865.degrees latitude (g = 980.6199 gals.).
 FX2865
 FX2865.The modeled gravity was interpolated from observed gravity values.
 FX2865
 FX2865;                    North         East     Units Scale Factor Converg.
 FX2865;SPC NC       -   301,119.818   736,046.236   MT  1.00009368   +0 48 50.7
 FX2865;SPC NC       -   987,923.94  2,414,845.03   sFT  1.00009368   +0 48 50.7
 FX2865;UTM  18      - 4,037,665.245   267,940.657   MT  1.00026353   -1 32 21.8
 FX2865
 FX2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2865!SPC NC       -   0.99999967  x   1.00009368  =   1.00009335
 FX2865!UTM  18      -   0.99999967  x   1.00026353  =   1.00026320
 FX2865
 FX2865                          SUPERSEDED SURVEY CONTROL
 FX2865
 FX2865  NAD 83(1993)-  36 27 22.27190(N)    077 35 22.27715(W) AD(       ) 2
 FX2865  NAD 83(1986)-  36 27 22.27351(N)    077 35 22.28886(W) AD(       ) 2
 FX2865  NGVD 29 (01/18/91)   36.48   (m)          119.7    (f) LEVELING    3  
 FX2865
 FX2865.Superseded values are not recommended for survey control.
 FX2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2865.See file dsdata.txt to determine how the superseded data were derived.
 FX2865
 FX2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6794137665(NAD 83)
 FX2865_MARKER: DE = TRAVERSE STATION DISK
 FX2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2865_SP_SET: CONCRETE POST
 FX2865_STAMPING: ARTHUR 1980
 FX2865_MARK LOGO: NCGS  
 FX2865_PROJECTION: FLUSH
 FX2865_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2865+STABILITY: SURFACE MOTION
 FX2865
 FX2865  HISTORY     - Date     Condition        Report By
 FX2865  HISTORY     - 1980     MONUMENTED       NCGS
 FX2865  HISTORY     - 1981     GOOD             NCGS
 FX2865  HISTORY     - 19960504 GOOD             USPSQD
 FX2865
 FX2865                          STATION DESCRIPTION
 FX2865
 FX2865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2865'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTHWEST OF
 FX2865'GARYSBURG AND 2.1 MILES NORTH OF WELDON.
 FX2865'
 FX2865'TO REACH THE STATION FROM THE NC 46 OVERPASS OF I 95, EAST OF ROANOKE
 FX2865'RAPIDS, PROCEED SOUTHEASTERLY ALONG NC 46 FOR 1.55 MILES TO STATION
 FX2865'IN LEFT SHOULDER, AND 0.35 MILE EAST-SOUTHEAST OF BRIDGE OVER ARTHURS
 FX2865'CREEK.
 FX2865'
 FX2865'STATION MARK IS A STANDARD DISK STAMPED---ARTHURS 1980---, SET IN TOP
 FX2865'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX2865'18.8 FEET NORTHEAST OF CENTERLINE OF NC 46, 109.0 FEET SOUTHEAST OF
 FX2865'CENTER OF NORTHEAST END OF BOX CULVERT, 111.8 FEET EAST-SOUTHEAST OF
 FX2865'CENTER OF SOUTHWEST END OF BOX CULVERT AND 21.2 FEET SOUTHWEST OF 10
 FX2865'INCH PINE AND 34.3 FEET WEST OF 10 INCH PINE BOTH WITH REFERENCE TAGS.
 FX2865
 FX2865                          STATION RECOVERY (1981)
 FX2865
 FX2865'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2865'1.9 MI NW FROM GARYSBURG.
 FX2865'FROM THE NC 46 OVERPASS OF I 95 EAST OF ROANOKE RAPIDS, 1.55 MILES
 FX2865'SOUTHEASTERLY ALONG NC 46 TO STATION IN LEFT SHOULDER, AND 0.35
 FX2865'MILES EAST-SOUTHEAST OF BRIDGE OVER ARTHURS CREEK. 18.8 FEET
 FX2865'NORTHEAST OF CENTERLINE OF NC 46, 109.0 FEET SOUTHEAST OF
 FX2865'CENTER OF NORTHEAST END OF BOX CULVERT , 111.8 FEET
 FX2865'EAST-SOUTHEAST OF CENTER OF SOUTHWEST END OF BOX CULVERT, 21.2
 FX2865'FEET SOUTHWEST OF 10 INCH PINE, 34.3 FEET WEST OF 10 INCH PINE
 FX2865'BOTH WITH REFERENCE TAGS.
 FX2865
 FX2865                          STATION RECOVERY (1996)
 FX2865
 FX2865'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1674 ***********************************************************************
 FA1674  DESIGNATION -  ARTHUR
 FA1674  PID         -  FA1674
 FA1674  STATE/COUNTY-  NC/DAVIDSON
 FA1674  USGS QUAD   -  FAIR GROVE (1987)
 FA1674
 FA1674                         *CURRENT SURVEY CONTROL
 FA1674  ___________________________________________________________________
 FA1674* NAD 83(2001)-  35 51 42.26836(N)    080 04 17.24374(W)     ADJUSTED  
 FA1674* NAVD 88     -       260.5    (meters)     855.     (feet)  VERT ANG  
 FA1674  ___________________________________________________________________
 FA1674  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 FA1674  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FA1674  HORZ ORDER  -  SECOND
 FA1674
 FA1674.The horizontal coordinates were established by classical geodetic methods
 FA1674.and adjusted by the National Geodetic Survey in August 2005.
 FA1674
 FA1674.The orthometric height was determined by vertical angle observations.
 FA1674
 FA1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1674
 FA1674.The geoid height was determined by GEOID03.
 FA1674
 FA1674;                    North         East     Units Scale Factor Converg.
 FA1674;SPC NC       -   234,782.928   512,835.133   MT  0.99992915   -0 37 06.3
 FA1674;SPC NC       -   770,283.66  1,682,526.60   sFT  0.99992915   -0 37 06.3
 FA1674;UTM  17      - 3,969,011.695   583,834.403   MT  0.99968660   +0 32 38.4
 FA1674
 FA1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1674!SPC NC       -   0.99996397  x   0.99992915  =   0.99989312
 FA1674!UTM  17      -   0.99996397  x   0.99968660  =   0.99965058
 FA1674
 FA1674:                Primary Azimuth Mark                     Grid Az
 FA1674:SPC NC       -  LIBERTY                                  115 37 42.9
 FA1674:UTM  17      -  LIBERTY                                  114 27 58.2
 FA1674
 FA1674|---------------------------------------------------------------------|
 FA1674| PID    Reference Object                     Distance      Geod. Az  |
 FA1674|                                                           dddmmss.s |
 FA1674| FA1682 LIBERTY                             440.030 METERS 1150036.6 |
 FA1674| FA1679 JULIAN                              APPROX. 0.7 KM 3475813.1 |
 FA1674|---------------------------------------------------------------------|
 FA1674
 FA1674                          SUPERSEDED SURVEY CONTROL
 FA1674
 FA1674  NAD 83(1986)-  35 51 42.27305(N)    080 04 17.24996(W) AD(       ) 2
 FA1674  NAD 27      -  35 51 41.78035(N)    080 04 18.09722(W) AD(       ) 2
 FA1674  NGVD 29 (07/19/86)  260.7    (m)          855.     (f) VERT ANG    3  
 FA1674
 FA1674.Superseded values are not recommended for survey control.
 FA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1674.See file dsdata.txt to determine how the superseded data were derived.
 FA1674
 FA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8383469012(NAD 83)
 FA1674_MARKER: DH = HORIZONTAL CONTROL DISK
 FA1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1674_STAMPING: ARTHUR 1963
 FA1674_MARK LOGO: NCGS  
 FA1674_PROJECTION: FLUSH
 FA1674_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1674+STABILITY: SURFACE MOTION
 FA1674
 FA1674  HISTORY     - Date     Condition        Report By
 FA1674  HISTORY     - 1963     MONUMENTED       NCGS
 FA1674  HISTORY     - 19870101 GOOD             NCGS
 FA1674
 FA1674                          STATION DESCRIPTION
 FA1674
 FA1674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA1674'ARTHUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA1674'THOMASVILLE, NORTH CAROLINA.  STATION IS 1.5 MILES S OF
 FA1674'THOMASVILLE, .4 MILES S OF INTERSECTION OF NC 62 AND RANDOLF
 FA1674'ST. - ON ARTHUR DR.  IT IS IN YARD OF NEW BRICK HOME ON ARTHUR
 FA1674'DR., APPROXIMATELY 400 FT E OF RANDOLF ST. AND LOCATED BETWEEN
 FA1674'TWO POWER POLES ON N SIDE OF ARTHUR DR.
 FA1674'
 FA1674'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1674'ARTHUR 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1674'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1674'
 FA1674'MARK IS
 FA1674'
 FA1674'79.3 FT N OF C/L OF ARTHUR DR.
 FA1674'
 FA1674'105.9 FT NE OF 3 LEAD NAILS IN PP ABB7
 FA1674'
 FA1674'105.0 FT NW OF 3 LEAD NAILS IN PP ABB6
 FA1674'
 FA1674'13.9 FT SW CORNER OF BRICK HOUSE
 FA1674'
 FA1674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1674
 FA1674                          STATION RECOVERY (1987)
 FA1674
 FA1674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1674'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS LOCATED AT
 FA1674'105 ARTHUR DRIVE AT WEST END OF ROAD (NOW A DEAD END).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2950 ***********************************************************************
 EY2950  DESIGNATION -  ARTHUR
 EY2950  PID         -  EY2950
 EY2950  STATE/COUNTY-  NC/PITT
 EY2950  USGS QUAD   -  FARMVILLE (1981)
 EY2950
 EY2950                         *CURRENT SURVEY CONTROL
 EY2950  ___________________________________________________________________
 EY2950* NAD 83(2001)-  35 35 24.46064(N)    077 30 48.04379(W)     ADJUSTED  
 EY2950* NAVD 88     -        24.15   (+/-2cm)      79.2    (feet)  VERTCON   
 EY2950  ___________________________________________________________________
 EY2950  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 EY2950  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY2950  HORZ ORDER  -  SECOND
 EY2950  VERT ORDER  -  THIRD ? (See Below)
 EY2950
 EY2950.The horizontal coordinates were established by classical geodetic methods
 EY2950.and adjusted by the National Geodetic Survey in August 2005.
 EY2950
 EY2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2950.The vertical order pertains to the NGVD 29 superseded value.
 EY2950
 EY2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2950
 EY2950.The geoid height was determined by GEOID03.
 EY2950
 EY2950;                    North         East     Units Scale Factor Converg.
 EY2950;SPC NC       -   205,135.669   744,313.781   MT  0.99988997   +0 51 29.0
 EY2950;SPC NC       -   673,015.94  2,441,969.46   sFT  0.99988997   +0 51 29.0
 EY2950;UTM  18      - 3,941,396.968   272,288.052   MT  1.00023902   -1 27 48.1
 EY2950
 EY2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2950!SPC NC       -   1.00000181  x   0.99988997  =   0.99989178
 EY2950!UTM  18      -   1.00000181  x   1.00023902  =   1.00024083
 EY2950
 EY2950:                Primary Azimuth Mark                     Grid Az
 EY2950:SPC NC       -  BRUCE                                    257 34 22.3
 EY2950:UTM  18      -  BRUCE                                    259 53 39.4
 EY2950
 EY2950|---------------------------------------------------------------------|
 EY2950| PID    Reference Object                     Distance      Geod. Az  |
 EY2950|                                                           dddmmss.s |
 EY2950| EY2951 BRUCE                               APPROX. 0.7 KM 2582551.3 |
 EY2950|---------------------------------------------------------------------|
 EY2950
 EY2950                          SUPERSEDED SURVEY CONTROL
 EY2950
 EY2950  NAD 83(1986)-  35 35 24.46793(N)    077 30 48.05268(W) AD(       ) 2
 EY2950  NAD 27      -  35 35 23.89336(N)    077 30 49.16141(W) AD(       ) 2
 EY2950  NGVD 29 (07/19/86)   24.50   (m)           80.4    (f) LEVELING    3  
 EY2950
 EY2950.Superseded values are not recommended for survey control.
 EY2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2950.See file dsdata.txt to determine how the superseded data were derived.
 EY2950
 EY2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7228841397(NAD 83)
 EY2950_MARKER: DE = TRAVERSE STATION DISK
 EY2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2950_STAMPING: AURTHUR 1966
 EY2950_MARK LOGO: NCGS  
 EY2950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2950+STABILITY: SURFACE MOTION
 EY2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2950+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 EY2950
 EY2950  HISTORY     - Date     Condition        Report By
 EY2950  HISTORY     - 1966     MONUMENTED       NCGS
 EY2950  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY2950  HISTORY     - 19990428 SEE DESCRIPTION  NCGS
 EY2950
 EY2950                          STATION DESCRIPTION
 EY2950
 EY2950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2950'ARTHUR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2950'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2950'
 EY2950'ARTHUR IS LOCATED APPROXIMATELY 7.6 MILES WEST OF GREENVILLE,
 EY2950'N.C. AND IN THE SMALL TOWN OF ARTHUR, N.C.  THE STATION IS
 EY2950'LOCATED AT THE INTERSECTION OF SR 1206 AND NORFOLK SOUTHERN
 EY2950'RR. CROSSING.  IN NW QUAD OF INTERSECTION FORMED BY SR 1206 AND
 EY2950'NORFOLK SOUTHERN RR.  ON N SHOULDER OF RR BED SW SHOULDER OF SR
 EY2950'1206 AND UNDER POWERLINE.
 EY2950'
 EY2950'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2950'ARTHUR 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2950'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2950'
 EY2950'MARK IS
 EY2950'
 EY2950'5.40 FT N OF N RAIL OF NORFOLK SOUTHERN RR
 EY2950'
 EY2950'7.60 FT S OF NW RR CAUTION SIGN WITH ALUMINUM REF. TAG
 EY2950'
 EY2950'43.8 FT WSW OF TP WITH ALUMINUM REF. TAG
 EY2950'
 EY2950'21.25 FT WNW OF THE C/L OF INTERSECTION OF NORTH RAIL OF
 EY2950'NORFOLK SOUTHERN RR AND SR 1206
 EY2950'
 EY2950'63.30 FT N OF PP AT 18 IN PINE TREE
 EY2950
 EY2950                          STATION RECOVERY (1988)
 EY2950
 EY2950'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2950'MARK NOT FOUND.
 EY2950
 EY2950                          STATION RECOVERY (1999)
 EY2950
 EY2950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2950'NOT FOUND, PROBABLY LOST.
 EY2950'ONLY ONE REFERENCE EXISTS AND IT FALLS IN FOUND HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3529 ***********************************************************************
 FY3529  DESIGNATION -  ARTHUR
 FY3529  PID         -  FY3529
 FY3529  STATE/COUNTY-  NC/GUILFORD
 FY3529  USGS QUAD   -  LAKE BRANDT (1994)
 FY3529
 FY3529                         *CURRENT SURVEY CONTROL
 FY3529  ___________________________________________________________________
 FY3529* NAD 83(2001)-  36 11 01.99256(N)    079 49 03.81010(W)     ADJUSTED  
 FY3529* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 FY3529  ___________________________________________________________________
 FY3529  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 FY3529  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FY3529  HORZ ORDER  -  SECOND
 FY3529
 FY3529.The horizontal coordinates were established by classical geodetic methods
 FY3529.and adjusted by the National Geodetic Survey in August 2005.
 FY3529
 FY3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3529
 FY3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3529
 FY3529.The geoid height was determined by GEOID03.
 FY3529
 FY3529;                    North         East     Units Scale Factor Converg.
 FY3529;SPC NC       -   270,307.486   536,044.137   MT  1.00000485   -0 28 19.1
 FY3529;SPC NC       -   886,833.81  1,758,671.47   sFT  1.00000485   -0 28 19.1
 FY3529;UTM  17      - 4,004,992.103   606,310.015   MT  0.99973925   +0 41 53.0
 FY3529
 FY3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3529!SPC NC       -   0.99996480  x   1.00000485  =   0.99996965
 FY3529!UTM  17      -   0.99996480  x   0.99973925  =   0.99970405
 FY3529
 FY3529                          SUPERSEDED SURVEY CONTROL
 FY3529
 FY3529  NAD 83(1993)-  36 11 01.99919(N)    079 49 03.81558(W) AD(       ) 2
 FY3529  NAD 83(1986)-  36 11 02.00021(N)    079 49 03.81740(W) AD(       ) 2
 FY3529  NAD 27      -  36 11 01.51877(N)    079 49 04.70910(W) AD(       ) 2
 FY3529  NGVD 29 (07/19/86)  256.1    (m)          840.     (f) VERT ANG    3  
 FY3529
 FY3529.Superseded values are not recommended for survey control.
 FY3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3529.See file dsdata.txt to determine how the superseded data were derived.
 FY3529
 FY3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0631004992(NAD 83)
 FY3529_MARKER: DE = TRAVERSE STATION DISK
 FY3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3529_STAMPING: ARTHUR 1963
 FY3529_MARK LOGO: NCGS  
 FY3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3529+STABILITY: SURFACE MOTION
 FY3529
 FY3529  HISTORY     - Date     Condition        Report By
 FY3529  HISTORY     - 1963     MONUMENTED       NCGS
 FY3529  HISTORY     - 1970     MARK NOT FOUND   NCGS
 FY3529  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY3529
 FY3529                          STATION DESCRIPTION
 FY3529
 FY3529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3529'ARTHUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3529'ORTH CAROLINA.  STATION IS 7.8 MILES NNW OF GREENSBORO, LOCATED 1.7
 FY3529'MILES W ALONG SR 2324 FROM CHURCH STREET EXTENSION (SR 1001), 1.3
 FY3529'MILES E OF LAKE BRANDT RD. (SR 2303), ON N SIDE OF SR 2324 AND ON
 FY3529'S SIDE OF FENCE LINE.
 FY3529'
 FY3529'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3529'ARTHUR 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3529'WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY3529'
 FY3529'MARK IS
 FY3529'
 FY3529'27.5 FT N OF C/L OF SR 2324
 FY3529'
 FY3529'9.9 FT NE OF 3 LEAD NAILS IN 6 INCH CEDAR
 FY3529'
 FY3529'85.1 FT E OF 3 LEAD NAILS IN PP 21
 FY3529'
 FY3529'3.0 FT S OF FENCE LINE
 FY3529'
 FY3529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3529
 FY3529                          STATION RECOVERY (1970)
 FY3529
 FY3529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (MG)
 FY3529'DESTROYED
 FY3529
 FY3529                          STATION RECOVERY (1985)
 FY3529
 FY3529'RECOVERY NOTE BY US POWER SQUADRON 1985 (DRB)
 FY3529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8469 ***********************************************************************
 AF8469  DESIGNATION -  ARTIS
 AF8469  PID         -  AF8469
 AF8469  STATE/COUNTY-  NC/NORTHAMPTON
 AF8469  USGS QUAD   -  WOODLAND (1977)
 AF8469
 AF8469                         *CURRENT SURVEY CONTROL
 AF8469  ___________________________________________________________________
 AF8469* NAD 83(2001)-  36 16 06.51071(N)    077 14 31.03571(W)     ADJUSTED  
 AF8469* NAVD 88     -        21.1    (meters)      69.     (feet)  VERT ANG  
 AF8469  ___________________________________________________________________
 AF8469  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AF8469  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AF8469  HORZ ORDER  -  SECOND
 AF8469
 AF8469.The horizontal coordinates were established by classical geodetic methods
 AF8469.and adjusted by the National Geodetic Survey in August 2005.
 AF8469
 AF8469.The orthometric height was determined by vertical angle observations.
 AF8469
 AF8469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8469
 AF8469.The geoid height was determined by GEOID03.
 AF8469
 AF8469;                    North         East     Units Scale Factor Converg.
 AF8469;SPC NC       -   280,789.717   767,570.567   MT  1.00003000   +1 00 52.9
 AF8469;SPC NC       -   921,224.26  2,518,271.10   sFT  1.00003000   +1 00 52.9
 AF8469;UTM  18      - 4,016,058.511   298,609.527   MT  1.00009975   -1 19 36.2
 AF8469
 AF8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8469!SPC NC       -   1.00000217  x   1.00003000  =   1.00003217
 AF8469!UTM  18      -   1.00000217  x   1.00009975  =   1.00010192
 AF8469
 AF8469                          SUPERSEDED SURVEY CONTROL
 AF8469
 AF8469  NAD 83(1986)-  36 16 06.51796(N)    077 14 31.04879(W) AD(       ) 2
 AF8469
 AF8469.Superseded values are not recommended for survey control.
 AF8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8469.See file dsdata.txt to determine how the superseded data were derived.
 AF8469
 AF8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9861016059(NAD 83)
 AF8469_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8469_STAMPING: ARTIS 1987
 AF8469_MARK LOGO: NCGS  
 AF8469_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8469+STABILITY: SURFACE MOTION
 AF8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8469+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8469
 AF8469  HISTORY     - Date     Condition        Report By
 AF8469  HISTORY     - 1987     MONUMENTED       NCGS
 AF8469
 AF8469                          STATION DESCRIPTION
 AF8469
 AF8469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8469'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF RICH SQUARE AND 4.8
 AF8469'MI (7.7 KM) SOUTH-SOUTHWEST OF WOODLAND. ALONG NC 305-NC 561 (JACKSON
 AF8469'STREET) FOR 2.45 MI (3.94 KM) EAST FROM US 258 (MAIN STREET) IN RICH
 AF8469'SQUARE, OR 0.45 MI (0.72 KM) WEST OF SR 1100 (TYLER ROAD), ACROSS
 AF8469'HIGHWAY FROM A 2-STORY BRICK HOUSE. MARK IS RECESSED 4 INCHES BELOW
 AF8469'GROUND AND 2 FEET (0.6 M) LOWER THAN HIGHWAY. LOCATED 32.7 FT (10.0 M)
 AF8469'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 70.0 FT (21.3 M) WEST OF THE
 AF8469'CENTERLINE OF AN UNPAVED DRIVE TO AN OLD HOUSE SITE, 166.0 FT (50.6 M)
 AF8469'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE, 20.0 FT (6.1 M)
 AF8469'NORTH OF A LARGE CEDAR, AND 36.0 FT (11.0 M) WEST-NORTHWEST OF A
 AF8469'TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2016 ***********************************************************************
 FZ2016  DESIGNATION -  ARTS
 FZ2016  PID         -  FZ2016
 FZ2016  STATE/COUNTY-  NC/WATAUGA
 FZ2016  USGS QUAD   -  BOONE (1994)
 FZ2016
 FZ2016                         *CURRENT SURVEY CONTROL
 FZ2016  ___________________________________________________________________
 FZ2016* NAD 83(2001)-  36 12 42.30860(N)    081 40 46.87123(W)     ADJUSTED  
 FZ2016* NAVD 88     -       971.46   (+/-2cm)    3187.2    (feet)  VERTCON   
 FZ2016  ___________________________________________________________________
 FZ2016  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FZ2016  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FZ2016  HORZ ORDER  -  SECOND
 FZ2016  VERT ORDER  -  THIRD ? (See Below)
 FZ2016
 FZ2016.The horizontal coordinates were established by classical geodetic methods
 FZ2016.and adjusted by the National Geodetic Survey in August 2005.
 FZ2016
 FZ2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2016.The vertical order pertains to the NGVD 29 superseded value.
 FZ2016
 FZ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2016
 FZ2016.The geoid height was determined by GEOID03.
 FZ2016
 FZ2016;                    North         East     Units Scale Factor Converg.
 FZ2016;SPC NC       -   276,348.697   368,664.524   MT  1.00001289   -1 32 47.9
 FZ2016;SPC NC       -   906,654.02  1,209,526.86   sFT  1.00001289   -1 32 47.9
 FZ2016;UTM  17      - 4,007,649.392   438,905.224   MT  0.99964599   -0 24 05.6
 FZ2016
 FZ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2016!SPC NC       -   0.99985245  x   1.00001289  =   0.99986534
 FZ2016!UTM  17      -   0.99985245  x   0.99964599  =   0.99949850
 FZ2016
 FZ2016:                Primary Azimuth Mark                     Grid Az
 FZ2016:SPC NC       -  COLLEGE                                  320 40 49.4
 FZ2016:UTM  17      -  COLLEGE                                  319 32 07.1
 FZ2016
 FZ2016|---------------------------------------------------------------------|
 FZ2016| PID    Reference Object                     Distance      Geod. Az  |
 FZ2016|                                                           dddmmss.s |
 FZ2016| FZ2018 COLLEGE                             455.355 METERS 3190801.5 |
 FZ2016|---------------------------------------------------------------------|
 FZ2016
 FZ2016                          SUPERSEDED SURVEY CONTROL
 FZ2016
 FZ2016  NAD 83(1995)-  36 12 42.30956(N)    081 40 46.87130(W) AD(       ) 2
 FZ2016  NAD 83(1993)-  36 12 42.31444(N)    081 40 46.87519(W) AD(       ) 2
 FZ2016  NAD 83(1986)-  36 12 42.31685(N)    081 40 46.88380(W) AD(       ) 2
 FZ2016  NAD 27      -  36 12 41.85244(N)    081 40 47.49359(W) AD(       ) 2
 FZ2016  NGVD 29 (07/19/86)  971.54   (m)         3187.5    (f) LEVELING    3  
 FZ2016
 FZ2016.Superseded values are not recommended for survey control.
 FZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2016.See file dsdata.txt to determine how the superseded data were derived.
 FZ2016
 FZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3890507649(NAD 83)
 FZ2016_MARKER: DE = TRAVERSE STATION DISK
 FZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2016_SP_SET: CONCRETE POST
 FZ2016_STAMPING: ARTS 1969
 FZ2016_MARK LOGO: NCGS  
 FZ2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2016+STABILITY: SURFACE MOTION
 FZ2016
 FZ2016  HISTORY     - Date     Condition        Report By
 FZ2016  HISTORY     - 1969     MONUMENTED       NCGS
 FZ2016  HISTORY     - 1969     GOOD             NCGS
 FZ2016  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ2016  HISTORY     - 19910219 SEE DESCRIPTION  NCGS
 FZ2016
 FZ2016                          STATION DESCRIPTION
 FZ2016
 FZ2016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ2016'ARTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2016'VICINITY OF BOONE, NORTH CAROLINA.
 FZ2016'
 FZ2016'ARTS IS LOCATED
 FZ2016'APPROXIMATELY 1.1 MILES WEST OF BOONE.  TO REACH
 FZ2016'STATION PROCEED FROM THE
 FZ2016'INTERSECTION OF MAIN STREET (US 421) AND
 FZ2016'DEPOT STREET IN BOONE, GO SOUTH ON DEPOT
 FZ2016'STREET FOR 0.1 MILE TO T
 FZ2016'INTERSECTION OF RIVER STREET GOING EAST AND FACULTY STREET
 FZ2016'GOING WEST,
 FZ2016'TURN LEFT ON FACULTY STREET AND GO 0.5 MILE TO STATION ON
 FZ2016'RIGHT, IN SOUTHEAST
 FZ2016'CORNER OF YARD OF INDUSTRIAL ARTS BUILDING, OF
 FZ2016'APPALACHIAN STATE UNIVERSITY.
 FZ2016'
 FZ2016'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ARTS
 FZ2016'1969, SET IN THE
 FZ2016'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ2016'FLUSH WITH THE SURFACE OF THE
 FZ2016'GROUND.
 FZ2016'
 FZ2016'MARK IS 9.5 FEET S OF S EDGE OF PARKING LOT 62.0 FEET SSE OF IRON
 FZ2016'LIGHT POLE 14.6
 FZ2016'FEET NNW OF CENTER OF CATCH BASIN 53.0 FEET W OF
 FZ2016'BOTTOM STEPS TO INDUSTRIAL ARTS
 FZ2016'BUILDING 54.0 FEET WNW OF TOP OF
 FZ2016'STEPS TO INDUSTRIAL ARTS BUILDING.
 FZ2016
 FZ2016                          STATION RECOVERY (1969)
 FZ2016
 FZ2016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FZ2016'RECOVERED IN GOOD CONDITION.
 FZ2016
 FZ2016                          STATION RECOVERY (1990)
 FZ2016
 FZ2016'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ2016'MARK NOT FOUND.
 FZ2016
 FZ2016                          STATION RECOVERY (1991)
 FZ2016
 FZ2016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2016'MARK WAS APPARENTLY DESTROYED WHEN INDUSTRIAL ARTS BUILDING WAS
 FZ2016'REPLACED WITH NEW KERR-SCOTT BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4876 ***********************************************************************
 EZ4876  DESIGNATION -  ARTY
 EZ4876  PID         -  EZ4876
 EZ4876  STATE/COUNTY-  NC/CUMBERLAND
 EZ4876  USGS QUAD   -  MANCHESTER (1987)
 EZ4876
 EZ4876                         *CURRENT SURVEY CONTROL
 EZ4876  ___________________________________________________________________
 EZ4876* NAD 83(2001)-  35 07 30.69455(N)    078 59 24.14421(W)     ADJUSTED  
 EZ4876* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 EZ4876  ___________________________________________________________________
 EZ4876  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 EZ4876  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 EZ4876  HORZ ORDER  -  SECOND
 EZ4876
 EZ4876.The horizontal coordinates were established by classical geodetic methods
 EZ4876.and adjusted by the National Geodetic Survey in August 2005.
 EZ4876
 EZ4876.The orthometric height was scaled from a topographic map.
 EZ4876
 EZ4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4876
 EZ4876.The geoid height was determined by GEOID03.
 EZ4876
 EZ4876;                    North         East     Units Scale Factor Converg.
 EZ4876;SPC NC       -   152,550.110   610,508.944   MT  0.99987502   +0 00 20.7
 EZ4876;SPC NC       -   500,491.49  2,002,978.09   sFT  0.99987502   +0 00 20.7
 EZ4876;UTM  17      - 3,888,775.380   683,145.181   MT  1.00001340   +1 09 24.4
 EZ4876
 EZ4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4876!SPC NC       -   0.99999110  x   0.99987502  =   0.99986612
 EZ4876!UTM  17      -   0.99999110  x   1.00001340  =   1.00000450
 EZ4876
 EZ4876:                Primary Azimuth Mark                     Grid Az
 EZ4876:SPC NC       -  FORT BRAGG RTC TANK                      053 29 04.3
 EZ4876:UTM  17      -  FORT BRAGG RTC TANK                      052 20 00.6
 EZ4876
 EZ4876|---------------------------------------------------------------------|
 EZ4876| PID    Reference Object                     Distance      Geod. Az  |
 EZ4876|                                                           dddmmss.s |
 EZ4876| EZ4884 FORT BRAGG RTC TANK                 APPROX. 3.6 KM 0532925.0 |
 EZ4876| EZ4850 FORT BRAGG S B HILL CHAPEL          433.526 METERS 2294449.7 |
 EZ4876| EZ3422 VAUGHN                              APPROX. 2.3 KM 2665155.7 |
 EZ4876|---------------------------------------------------------------------|
 EZ4876
 EZ4876                          SUPERSEDED SURVEY CONTROL
 EZ4876
 EZ4876  NAD 83(1986)-  35 07 30.70314(N)    078 59 24.14330(W) AD(       ) 2
 EZ4876  NAD 27      -  35 07 30.11580(N)    078 59 25.02680(W) AD(       ) 2
 EZ4876
 EZ4876.Superseded values are not recommended for survey control.
 EZ4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4876.See file dsdata.txt to determine how the superseded data were derived.
 EZ4876
 EZ4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8314588775(NAD 83)
 EZ4876_MARKER: DS = TRIANGULATION STATION DISK
 EZ4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ4876_STAMPING: ARTY 1947
 EZ4876_MARK LOGO: CGS   
 EZ4876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4876+STABILITY: SURFACE MOTION
 EZ4876
 EZ4876  HISTORY     - Date     Condition        Report By
 EZ4876  HISTORY     - 1947     MONUMENTED       CGS
 EZ4876  HISTORY     - 1960     GOOD             AIRSUR
 EZ4876  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EZ4876
 EZ4876                          STATION DESCRIPTION
 EZ4876
 EZ4876'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EZ4876'AT FORT BRAGG, ON SMOKE BOMB HILL, ABOUT 75 YARDS N OF GRUBER
 EZ4876'ROAD, BETWEEN 12TH AND 13TH STREETS, INSIDE AN UNOCCUPIED
 EZ4876'RECTANGLE IN THE MIDDLE OF WHICH THERE IS A METAL FLAGPOLE, 47.6
 EZ4876'FEET W OF CENTER OF FLAGPOLE, AND 11.2 FEET E OF CURB.
 EZ4876'
 EZ4876'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED, ARTY 1947,
 EZ4876'SET IN THE TOP OF A 12 IN X 12 IN X 3 FT CONCRETE MONUMENT FLUSH
 EZ4876'WITH THE GROUND.
 EZ4876
 EZ4876                          STATION RECOVERY (1960)
 EZ4876
 EZ4876'RECOVERY NOTE BY AIR SURVEY CORPORATION 1960 (TAH)
 EZ4876'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 EZ4876
 EZ4876                          STATION RECOVERY (1985)
 EZ4876
 EZ4876'RECOVERY NOTE BY US POWER SQUADRON 1985 (CCT)
 EZ4876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1412 ***********************************************************************
 EZ1412  DESIGNATION -  ASBURY
 EZ1412  PID         -  EZ1412
 EZ1412  STATE/COUNTY-  NC/CHATHAM
 EZ1412  USGS QUAD   -  COLON (1981)
 EZ1412
 EZ1412                         *CURRENT SURVEY CONTROL
 EZ1412  ___________________________________________________________________
 EZ1412* NAD 83(2001)-  35 36 01.28026(N)    079 11 37.13278(W)     ADJUSTED  
 EZ1412* NAVD 88     -       112.409  (meters)     368.80   (feet)  ADJUSTED  
 EZ1412  ___________________________________________________________________
 EZ1412  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 EZ1412  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 EZ1412  DYNAMIC HT  -         112.313 (meters)     368.48  (feet)  COMP
 EZ1412  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 EZ1412
 EZ1412  HORZ ORDER  -  SECOND
 EZ1412  VERT ORDER  -  SECOND    CLASS II
 EZ1412
 EZ1412.The horizontal coordinates were established by classical geodetic methods
 EZ1412.and adjusted by the National Geodetic Survey in August 2005.
 EZ1412
 EZ1412.The orthometric height was determined by differential leveling
 EZ1412.and adjusted in June 1991.
 EZ1412
 EZ1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1412
 EZ1412.The geoid height was determined by GEOID03.
 EZ1412
 EZ1412.The dynamic height is computed by dividing the NAVD 88
 EZ1412.geopotential number by the normal gravity value computed on the
 EZ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1412.degrees latitude (g = 980.6199 gals.).
 EZ1412
 EZ1412.The modeled gravity was interpolated from observed gravity values.
 EZ1412
 EZ1412;                    North         East     Units Scale Factor Converg.
 EZ1412;SPC NC       -   205,278.698   592,055.458   MT  0.99989104   -0 06 42.4
 EZ1412;SPC NC       -   673,485.20  1,942,435.28   sFT  0.99989104   -0 06 42.4
 EZ1412;UTM  17      - 3,941,125.326   663,628.458   MT  0.99992994   +1 03 06.3
 EZ1412
 EZ1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1412!SPC NC       -   0.99998727  x   0.99989104  =   0.99987831
 EZ1412!UTM  17      -   0.99998727  x   0.99992994  =   0.99991721
 EZ1412
 EZ1412|---------------------------------------------------------------------|
 EZ1412| PID    Reference Object                     Distance      Geod. Az  |
 EZ1412|                                                           dddmmss.s |
 EZ1412| EZ1413 LOBE                                354.558 METERS 17039     |
 EZ1412| EZ2937 DEEP                                176.022 METERS 25843     |
 EZ1412|---------------------------------------------------------------------|
 EZ1412
 EZ1412                          SUPERSEDED SURVEY CONTROL
 EZ1412
 EZ1412  NAD 83(1986)-  35 36 01.28342(N)    079 11 37.13849(W) AD(       ) 2
 EZ1412  NAD 27      -  35 36 00.75245(N)    079 11 38.07350(W) AD(       ) 2
 EZ1412  NGVD 29 (??/??/92)  112.63   (m)          369.5    (f) COMPUTED    2 2
 EZ1412
 EZ1412.Superseded values are not recommended for survey control.
 EZ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1412.See file dsdata.txt to determine how the superseded data were derived.
 EZ1412
 EZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6362841125(NAD 83)
 EZ1412_MARKER: DE = TRAVERSE STATION DISK
 EZ1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1412_STAMPING: ASBURY 1974
 EZ1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1412+STABILITY: SURFACE MOTION
 EZ1412
 EZ1412  HISTORY     - Date     Condition        Report By
 EZ1412  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1412  HISTORY     - 1974     GOOD             NCGS
 EZ1412
 EZ1412                          STATION DESCRIPTION
 EZ1412
 EZ1412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (DB)
 EZ1412'ASBURY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1412'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1412'
 EZ1412'ASBURY IS LOCATED APPROXIMATELY 8.2 MILES SOUTH OF PITTSBORO AND
 EZ1412'8.3 MILES NORTH OF SANFORD.  TO REACH STATION FROM THE CENTER OF
 EZ1412'THE U.S. 15, U.S. 501 AND NC 87 BRIDGE OVER THE DEEP RIVER
 EZ1412'(CHATHAM - LEE COUNTY LINE), PROCEED NORTH ALONG U.S. 15, U.S. 501
 EZ1412'AND NC 87 FOR 1.65 MILES TO STATION ON THE LEFT ON TOP OF A 15
 EZ1412'FOOT BANK, APPROXIMATELY 250 FEET SOUTHWEST OF A GRAVELED WOODS
 EZ1412'ROAD LEADING EAST, APPROXIMATELY 250 FEET NNW OF A HEADWALL ON THE
 EZ1412'WEST SIDE OF HIGHWAY, AND 0.65 MILE SOUTH OF THE INTERSECTION
 EZ1412'WITH SR 1958 (E) AND SR 2217 (W).
 EZ1412'
 EZ1412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1412'ASBURY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1412'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ1412'
 EZ1412'MARK IS 157.6 FT W OF C/L OF HIGHWAY
 EZ1412'
 EZ1412'264.4 FT SW OF INTERSECTION OF C/L OF GRAVELED WOODS ROAD WITH
 EZ1412'C/L OF HIGHWAY
 EZ1412'
 EZ1412'249.7 FT NNW OF CENTER OF CONCRETE HEADWALL ON WEST SIDE OF NC 87
 EZ1412'
 EZ1412'16.6 FT NE OF CREOSOTE FENCE POST WITH ALUMINUM REF. TAG
 EZ1412'
 EZ1412'16.3 FT SSE OF CREOSOTE FENCE POST WITH ALUMINUM REF. TAG
 EZ1412'
 EZ1412'12.8 FT SE OF 6 INCH CEDAR WITH ALUMINUM REF. TAG
 EZ1412
 EZ1412                          STATION RECOVERY (1974)
 EZ1412
 EZ1412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1412'8.2 MI S FROM PITTSBORO.
 EZ1412'TO REACH STATION FROM THE CENTER OF THE U.S. 15, U.S. 501 AND NC 87
 EZ1412'BRIDGE OVER THE DEEP RIVER (CHATHAM - LEE COUNTY LINE), PROCEED
 EZ1412'NORTH ALONG U.S. 15, U.S. 501 AND NC 87 FOR 1.65 MILES TO
 EZ1412'STATION ON THE LEFT ON TOP OF A 15 FOOT BANK, APPROXIMATELY 250
 EZ1412'FEET SOUTHWEST OF A GRAVELED WOODS ROAD LEADING EAST, APPROXIMATELY
 EZ1412'250 FEET NNW OF A HEADWALL ON THE WEST SIDE OF HIGHWAY, AND 0.65
 EZ1412'MILE SOUTH OF THE INTERSECTION WITH SR 1958 (E) AND SR 2217
 EZ1412'(W), 157.6 FT W OF C/L OF HIGHWAY, 264.4 FT SW OF INTERSECTION OF
 EZ1412'C/L OF GRAVELED WOODS ROAD WITH C/L OF HIGHWAY, 249.7 FT NNW OF
 EZ1412'CENTER OF CONCRETE HEADWALL ON W SIDE OF NC 87, 16.6 FT NE OF
 EZ1412'CREOSOTE FENCE POST WITH ALUMINUM REF. TAG, 16.3 FT SSE OF
 EZ1412'CREOSOTE FENCE POST WITH ALUMINUM REF. TAG, AND 12.8 FT SE OF
 EZ1412'6 INCH CEDAR WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ1412'CYLINDER, 1 INCH BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2853 ***********************************************************************
 FA2853  DESIGNATION -  ASBURY
 FA2853  PID         -  FA2853
 FA2853  STATE/COUNTY-  NC/ALEXANDER
 FA2853  USGS QUAD   -  HIDDENITE (1970)
 FA2853
 FA2853                         *CURRENT SURVEY CONTROL
 FA2853  ___________________________________________________________________
 FA2853* NAD 83(2007)-  35 57 47.22030(N)    081 02 18.56081(W)     ADJUSTED  
 FA2853* NAVD 88     -       548.2    (meters)    1799.     (feet)  VERTCON   
 FA2853  ___________________________________________________________________
 FA2853  EPOCH DATE  -        2002.00
 FA2853  X           -     805,152.006 (meters)                     COMP
 FA2853  Y           -  -5,105,725.675 (meters)                     COMP
 FA2853  Z           -   3,725,182.673 (meters)                     COMP
 FA2853  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FA2853  ELLIP HEIGHT-         515.418 (meters)          (02/10/07) ADJUSTED
 FA2853  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 FA2853
 FA2853  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2853  Type    PID    Designation                      North   East  Ellip
 FA2853  -------------------------------------------------------------------
 FA2853  NETWORK FA2853 ASBURY                            1.10   1.22   2.67
 FA2853  -------------------------------------------------------------------
 FA2853
 FA2853.The horizontal coordinates were established by GPS observations
 FA2853.and adjusted by the National Geodetic Survey in February 2007.
 FA2853
 FA2853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2853.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2853.The horizontal coordinates are valid at the epoch date displayed above.
 FA2853.The epoch date for horizontal control is a decimal equivalence
 FA2853.of Year/Month/Day.
 FA2853
 FA2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2853
 FA2853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2853
 FA2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2853
 FA2853.The ellipsoidal height was determined by GPS observations
 FA2853.and is referenced to NAD 83.
 FA2853
 FA2853.The geoid height was determined by GEOID03.
 FA2853
 FA2853;                    North         East     Units Scale Factor Converg.
 FA2853;SPC NC       -   247,396.225   425,740.177   MT  0.99994954   -1 10 35.6
 FA2853;SPC NC       -   811,665.78  1,396,782.56   sFT  0.99994954   -1 10 35.6
 FA2853;UTM  17      - 3,979,858.259   496,529.453   MT  0.99960015   -0 01 21.4
 FA2853
 FA2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2853!SPC NC       -   0.99991911  x   0.99994954  =   0.99986866
 FA2853!UTM  17      -   0.99991911  x   0.99960015  =   0.99951929
 FA2853
 FA2853|---------------------------------------------------------------------|
 FA2853| PID    Reference Object                     Distance      Geod. Az  |
 FA2853|                                                           dddmmss.s |
 FA2853| FA3944 ASBURY RM 1                          16.054 METERS 03305     |
 FA2853| FA3943 ASBURY AZ MK                                       0991623.9 |
 FA2853| FA2858 STONY POINT WORTH SPIN MILL TK      APPROX.10.9 KM 1860414.5 |
 FA2853| FA3945 ASBURY RM 2                          15.978 METERS 18813     |
 FA2853|---------------------------------------------------------------------|
 FA2853
 FA2853                          SUPERSEDED SURVEY CONTROL
 FA2853
 FA2853  NAD 83(2001)-  35 57 47.22044(N)    081 02 18.56103(W) AD(       ) 1
 FA2853  ELLIP H (03/13/03)  515.397  (m)                       GP(       ) 4 2
 FA2853  NAD 83(1986)-  35 57 47.22658(N)    081 02 18.56679(W) AD(       ) 1
 FA2853  NAD 83(1986)-  35 57 47.22908(N)    081 02 18.56658(W) AD(       ) 2
 FA2853  NAD 27      -  35 57 46.75100(N)    081 02 19.28400(W) AD(       ) 2
 FA2853  NGVD 29 (11/04/93)  548.4    (m)         1799.     (f) GPS OBS     3  
 FA2853
 FA2853.Superseded values are not recommended for survey control.
 FA2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2853.See file dsdata.txt to determine how the superseded data were derived.
 FA2853
 FA2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9652979858(NAD 83)
 FA2853_MARKER: DS = TRIANGULATION STATION DISK
 FA2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2853_SP_SET: CONCRETE POST
 FA2853_STAMPING: ASBURY 1948
 FA2853_MARK LOGO: CGS   
 FA2853_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2853+STABILITY: SURFACE MOTION
 FA2853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2853+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1991
 FA2853
 FA2853  HISTORY     - Date     Condition        Report By
 FA2853  HISTORY     - 1949     MONUMENTED       CGS
 FA2853  HISTORY     - 1949     GOOD             CGS
 FA2853  HISTORY     - 1966     GOOD             CGS
 FA2853  HISTORY     - 19901219 GOOD             NCGS
 FA2853  HISTORY     - 19910709 GOOD
 FA2853  HISTORY     - 19921201 GOOD             NCGS
 FA2853
 FA2853                          STATION DESCRIPTION
 FA2853
 FA2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FA2853'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF TAYLORSVILLE AND
 FA2853'ABOUT 7 MILES NORTH OF STONY POINT ON THE HIGHEST POINT OF
 FA2853'ASBURY MOUNTAIN.  IT IS 34 FEET NORTHWEST OF A 10-INCH PINE
 FA2853'TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 8 FEET
 FA2853'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 FA2853'GROUND AND THE DISK IS STAMPED ASBURY 1948.
 FA2853'
 FA2853'REFERENCE MARK NO. 1 IS 9 FEET SOUTHWEST OF A 12-INCH PINE
 FA2853'TREE.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FA2853'ASBURY NO 1 1948.
 FA2853'
 FA2853'REFERENCE MARK NO. 2 IS 20 FEET SOUTHWEST OF A 10-INCH PINE
 FA2853'TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE.  THE MARK
 FA2853'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED ASBURY NO 2 1948.
 FA2853'
 FA2853'AZIMUTH MARK IS 14 FEET SOUTH OF CENTER OF A DIRT ROAD, 2 FEET
 FA2853'NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE
 FA2853'LINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 FA2853'ASBURY 1948.
 FA2853'
 FA2853'TO REACH STATION FROM THE RAILROAD STATION IN HIDDENITTE, GO
 FA2853'NORTH ON A BLACK TOP ROAD FOR 3.2 MILES TO A T ROAD RIGHT, TURN
 FA2853'RIGHT ON DIRT ROAD AND GO NORTH AND EAST FOR 0.4 MILE TO A FORK,
 FA2853'TURN RIGHT AND GO EAST AND NORTH FOR 1.8 MILES TO A CROSSROAD,
 FA2853'TURN LEFT AT CROSSROAD AND GO NORTH 0.6 MILE TO A T ROAD RIGHT
 FA2853'JUST BEYOND A WHITE FRAME CHURCH ON THE LEFT, TURN RIGHT AT
 FA2853'T ROAD AND GO EAST FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN LEFT
 FA2853'AND GO NORTH FOR 1.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 FA2853'GO 0.9 MILE TO A FARM HOUSE ON THE LEFT.  JUST BEFORE REACHING
 FA2853'FARM HOUSE, TURN LEFT AROUND AN OLD BARN TO A TRAIL
 FA2853'LEADING UP THE MOUNTAIN.  FOLLOW THIS DIM TRACK TRAIL TO TOP
 FA2853'OF MOUNTAIN AND STATION AS DESCRIBED.  IN WET WEATHER A PACK
 FA2853'WILL HAVE TO BE MADE FROM THE OLD BARN TO THE TOP OF MOUNTAIN
 FA2853'AND STATION.  IT IS ABOUT 1-1/2 MILES OR 1 HOUR PACK.
 FA2853'
 FA2853'TO REACH AZIMUTH MARK FROM WHERE DESCRIPTION READS GO NORTH
 FA2853'FOR 1.1 MILE, GO NORTH FOR 0.1 MILE TO AZIMUTH MARK ON LEFT AS
 FA2853'DESCRIBED.
 FA2853'
 FA2853'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2853
 FA2853                          STATION RECOVERY (1949)
 FA2853
 FA2853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FA2853'RECOVERED IN GOOD CONDITION.
 FA2853
 FA2853                          STATION RECOVERY (1966)
 FA2853
 FA2853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2853'ALL MARKS RECOVERED AS DESCRIBED EXCEPT THE AZIMUTH MARK,
 FA2853'WHICH WAS NOT SEARCHED FOR AT THIS TIME.
 FA2853'
 FA2853'STATION MARK IS 1/2 INCH BENEATH LEAF MOLD, AT THE WEST EDGE
 FA2853'OF VERY DIM TRACE OF A ROAD.  THE BLAZED PINE TREE IS GONE.
 FA2853'
 FA2853'RM 1 PROJECTS 5 INCHES, THE 12 INCH PINE IS GONE, MARK IS EAST
 FA2853'OF THE DIM ROAD.
 FA2853'
 FA2853'RM 2 PROJECTS 3 INCHES, THE BLAZED PINE IS GONE.
 FA2853'
 FA2853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA2853'7 MILES NORTH OF STONY POINT.
 FA2853
 FA2853                          STATION RECOVERY (1990)
 FA2853
 FA2853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA2853'STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF TAYLORSVILLE ON
 FA2853'ASBURY MOUNTAIN.
 FA2853'PROCEED ALONG SR 1001 (SULPHER SPRINGS ROAD) FOR 3.1 MI (5.0 KM) NORTH
 FA2853'FROM US 64-NC 90 (IN HIDDENITE), THENCE EAST FOR 2.05 MI (3.30 KM)
 FA2853'ALONG SR 1461 (SHARPE MILL ROAD), THENCE NORTH FOR 0.45 MI (0.72 KM)
 FA2853'ALONG SR 1456 (CHEATHAM FORD ROAD), THENCE EAST 1.6 MI (2.6 KM) ALONG
 FA2853'SR 1462 (CENTER CHURCH ROAD), THENCE NORTH FOR 1.0 MI (1.6 KM) ALONG
 FA2853'SR 1463 (SLOAN ROAD), THENCE NORTHWEST FOR 1.45 MI (2.33 KM) ALONG A
 FA2853'DIRT ROAD TO THE STATION, ON THE CREST OF ASBURY MOUNTAIN.
 FA2853'STATION IS LEVEL WITH THE OLD ROAD AND FLUSH WITH THE GROUND. LOCATED
 FA2853'24.5 FT (7.5 M) WEST OF THE CENTER OF A TRANSFORMER BOX AND 19.25 FT
 FA2853'(5.87 M) NORTH-NORTHWEST OF THE SOUTH MOST COMMUNICATIONS TOWER.
 FA2853'RM 1 IS LEVEL WITH THE OLD ROAD AND PROJECTS 4 INCHES ABOVE GROUND.
 FA2853'LOCATED 17.5 FT (5.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF A DIRT
 FA2853'ROAD, 16.2 FT (4.9 M) NORTH OF THE CENTER OF THE NORTH MOST TRIPLE
 FA2853'LEG TOWER, AND 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF A 6-INCH DOGWOOD
 FA2853'WITH REFERENCE TAG.
 FA2853'RM 2 IS ABOUT 2 FEET LOWER THE THE DIRT ROAD AND PROJECTS 3 INCHES
 FA2853'ABOVE GROUND.  LOCATED 35.2 FT (10.7 M) SOUTH-SOUTHWEST OF THE
 FA2853'CENTERLINE OF THE SOUTH MOST TRIPLE LEG TOWER--AND 14.5 FT (4.4 M)
 FA2853'NORTHEAST OF AN 8-INCH BLACK GUM, 15.7 FT (4.8 M) SOUTH-SOUTHEAST OF
 FA2853'AN 8-INCH LOCUST--BOTH WITH REFERENCE TAGS.
 FA2853
 FA2853                          STATION RECOVERY (1991)
 FA2853
 FA2853'RECOVERED 1991
 FA2853'RECOVERED IN GOOD CONDITION.
 FA2853
 FA2853                          STATION RECOVERY (1992)
 FA2853
 FA2853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA2853'RECOVERED AS DESCRIBED.  A NEW GATE BLOCKS ACCESS--SIGNS INDICATE
 FA2853'OWNER IS MARTIN WHITENER OF TAYLORSVILLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3248 ***********************************************************************
 FB3248  DESIGNATION -  ASBURY
 FB3248  PID         -  FB3248
 FB3248  STATE/COUNTY-  NC/BUNCOMBE
 FB3248  USGS QUAD   -  ENKA (1990)
 FB3248
 FB3248                         *CURRENT SURVEY CONTROL
 FB3248  ___________________________________________________________________
 FB3248* NAD 83(2001)-  35 33 21.41489(N)    082 40 20.95946(W)     ADJUSTED  
 FB3248* NAVD 88     -       681.6    (meters)    2236.     (feet)  VERTCON   
 FB3248  ___________________________________________________________________
 FB3248  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FB3248  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 FB3248  HORZ ORDER  -  SECOND
 FB3248
 FB3248.The horizontal coordinates were established by classical geodetic methods
 FB3248.and adjusted by the National Geodetic Survey in August 2005.
 FB3248
 FB3248.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3248
 FB3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3248
 FB3248.The geoid height was determined by GEOID03.
 FB3248
 FB3248;                    North         East     Units Scale Factor Converg.
 FB3248;SPC NC       -   206,492.838   276,743.446   MT  0.99988664   -2 07 10.7
 FB3248;SPC NC       -   677,468.59    907,949.12   sFT  0.99988664   -2 07 10.7
 FB3248;UTM  17      - 3,935,985.212   348,415.035   MT  0.99988316   -0 58 21.8
 FB3248
 FB3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3248!SPC NC       -   0.99989766  x   0.99988664  =   0.99978431
 FB3248!UTM  17      -   0.99989766  x   0.99988316  =   0.99978083
 FB3248
 FB3248|---------------------------------------------------------------------|
 FB3248| PID    Reference Object                     Distance      Geod. Az  |
 FB3248|                                                           dddmmss.s |
 FB3248| FB3249 YOUNG                               363.990 METERS 23656     |
 FB3248|---------------------------------------------------------------------|
 FB3248
 FB3248                          SUPERSEDED SURVEY CONTROL
 FB3248
 FB3248  NAD 83(1995)-  35 33 21.41583(N)    082 40 20.95983(W) AD(       ) 2
 FB3248  NAD 83(1986)-  35 33 21.42329(N)    082 40 20.95929(W) AD(       ) 2
 FB3248  NAD 27      -  35 33 21.03162(N)    082 40 21.48963(W) AD(       ) 2
 FB3248  NGVD 29 (07/19/86)  681.7    (m)         2237.     (f) VERT ANG    3  
 FB3248
 FB3248.Superseded values are not recommended for survey control.
 FB3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3248.See file dsdata.txt to determine how the superseded data were derived.
 FB3248
 FB3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4841535985(NAD 83)
 FB3248_MARKER: DE = TRAVERSE STATION DISK
 FB3248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB3248+WITH SETTING: PAVEMENT
 FB3248_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3248+STABILITY: SURFACE MOTION
 FB3248
 FB3248  HISTORY     - Date     Condition        Report By
 FB3248  HISTORY     - 1978     MONUMENTED       NCGS
 FB3248
 FB3248                          STATION DESCRIPTION
 FB3248
 FB3248'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3248'THE STATION IS LOCATED ALONG I-40, APPROXIMATELY 1.3 MILES NORTHWEST
 FB3248'OF ENKA AND 7.2 MILES WEST-SOUTHWEST OF ASHEVILLE.
 FB3248'
 FB3248'TO REACH THE STATION FROM THE I-40 OVERPASS OF US 19-23 WEST OF
 FB3248'ASHEVILLE, PROCEED WEST ALONG I-40 FOR 2.1 MILES TO THE SR 1234
 FB3248'(ASBURY ROAD) OVERPASS AND STATION IN WHEELGUARD NEAR NORTHWEST
 FB3248'CORNER.
 FB3248'
 FB3248'STATION IS A STANDARD DISK STAMPED---ASBURY 1978---, SET FLUSH IN
 FB3248'DRILL HOLE.  THE MARK IS 14.9 FEET WEST OF THE CENTERLINE OF SR 1234,
 FB3248'11.8 FEET SOUTH OF THE NORTHWEST CORNER OF BRIDGE, 2.2 FEET EAST OF
 FB3248'CONCRETE BRIDGE RAIL AND 28.0 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY
 FB3248'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2387 ***********************************************************************
 EY2387  CBN         -  This is a Cooperative Base Network Control Station.
 EY2387  DESIGNATION -  ASBURY
 EY2387  PID         -  EY2387
 EY2387  STATE/COUNTY-  NC/CRAVEN
 EY2387  USGS QUAD   -  COVE CITY (1982)
 EY2387
 EY2387                         *CURRENT SURVEY CONTROL
 EY2387  ___________________________________________________________________
 EY2387* NAD 83(2007)-  35 13 08.95682(N)    077 16 13.37224(W)     ADJUSTED  
 EY2387* NAVD 88     -        11.751  (meters)      38.55   (feet)  ADJUSTED  
 EY2387  ___________________________________________________________________
 EY2387  EPOCH DATE  -        2002.00
 EY2387  X           -   1,149,441.206 (meters)                     COMP
 EY2387  Y           -  -5,088,206.992 (meters)                     COMP
 EY2387  Z           -   3,657,742.302 (meters)                     COMP
 EY2387  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EY2387  ELLIP HEIGHT-         -24.988 (meters)          (02/10/07) ADJUSTED
 EY2387  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY2387  DYNAMIC HT  -          11.741 (meters)      38.52  (feet)  COMP
 EY2387
 EY2387  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2387  Type    PID    Designation                      North   East  Ellip
 EY2387  -------------------------------------------------------------------
 EY2387  NETWORK EY2387 ASBURY                            0.27   0.25   0.94
 EY2387  -------------------------------------------------------------------
 EY2387  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 EY2387
 EY2387  VERT ORDER  -  SECOND    CLASS I
 EY2387
 EY2387.The horizontal coordinates were established by GPS observations
 EY2387.and adjusted by the National Geodetic Survey in February 2007.
 EY2387
 EY2387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2387.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2387.The horizontal coordinates are valid at the epoch date displayed above.
 EY2387.The epoch date for horizontal control is a decimal equivalence
 EY2387.of Year/Month/Day.
 EY2387
 EY2387.The orthometric height was determined by differential leveling
 EY2387.and adjusted in April 2001.
 EY2387
 EY2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2387
 EY2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2387
 EY2387.The ellipsoidal height was determined by GPS observations
 EY2387.and is referenced to NAD 83.
 EY2387
 EY2387.The geoid height was determined by GEOID03.
 EY2387
 EY2387.The dynamic height is computed by dividing the NAVD 88
 EY2387.geopotential number by the normal gravity value computed on the
 EY2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2387.degrees latitude (g = 980.6199 gals.).
 EY2387
 EY2387.The modeled gravity was interpolated from observed gravity values.
 EY2387
 EY2387;                    North         East     Units Scale Factor Converg.
 EY2387;SPC NC       -   164,344.846   767,044.817   MT  0.99987275   +0 59 53.8
 EY2387;SPC NC       -   539,188.05  2,516,546.20   sFT  0.99987275   +0 59 53.8
 EY2387;UTM  18      - 3,899,708.758   293,359.595   MT  1.00012626   -1 18 35.3
 EY2387
 EY2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2387!SPC NC       -   1.00000392  x   0.99987275  =   0.99987667
 EY2387!UTM  18      -   1.00000392  x   1.00012626  =   1.00013018
 EY2387
 EY2387                          SUPERSEDED SURVEY CONTROL
 EY2387
 EY2387  NAD 83(2001)-  35 13 08.95729(N)    077 16 13.37158(W) AD(       ) B
 EY2387  ELLIP H (01/30/03)  -24.984  (m)                       GP(       ) 4 2
 EY2387  NAD 83(1995)-  35 13 08.95788(N)    077 16 13.37127(W) AD(       ) B
 EY2387  ELLIP H (09/11/96)  -24.983  (m)                       GP(       ) 4 1
 EY2387  NAD 83(1986)-  35 13 08.96577(N)    077 16 13.37950(W) AD(       ) 1
 EY2387  NAD 27      -  35 13 08.38267(N)    077 16 14.53609(W) AD(       ) 2
 EY2387  NAVD 88 (06/06/02)   11.75   (m)           38.5    (f) LEVELING    3  
 EY2387  NGVD 29 (09/29/97)   12.1    (m)           40.     (f) GPS OBS     3  
 EY2387
 EY2387.Superseded values are not recommended for survey control.
 EY2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2387.See file dsdata.txt to determine how the superseded data were derived.
 EY2387
 EY2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9336099709(NAD 83)
 EY2387_MARKER: DE = TRAVERSE STATION DISK
 EY2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY2387_STAMPING: ASBURY 1976
 EY2387_MARK LOGO: NGS   
 EY2387_PROJECTION: FLUSH
 EY2387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2387+STABILITY: SURFACE MOTION
 EY2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2387+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 EY2387
 EY2387  HISTORY     - Date     Condition        Report By
 EY2387  HISTORY     - 1976     MONUMENTED       NGS
 EY2387  HISTORY     - 19931109 GOOD             NCGS
 EY2387  HISTORY     - 19970218 GOOD             NCGS
 EY2387  HISTORY     - 20011001 GOOD             NCGS
 EY2387  HISTORY     - 20070612 GOOD             NCGS
 EY2387
 EY2387                          STATION DESCRIPTION
 EY2387
 EY2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EY2387'THE STATION IS ABOUT 6 MILES SOUTHEAST OF FORT BARNWELL, 4-1/2
 EY2387'MILES NORTHWEST OF JASPER, 4 MILES NORTHEAST OF COVE CITY AND ON
 EY2387'ROAD RIGHT-OF-WAY.
 EY2387'
 EY2387'TO REACH THE STATION FROM THE POST OFFICE IN COVE CITY, GO
 EY2387'SOUTHEAST ON U.S. HIGHWAY 70 FOR 1.7 MILES TO A CROSSROAD.  TURN
 EY2387'LEFT AND GO NORTHERLY ON COUNTY ROAD 1232 FOR 3.35 MILES TO THE
 EY2387'ASBURY METHODIST CHURCH ON THE LEFT AND THE STATION ON THE LEFT,
 EY2387'JUST SOUTH OF THE CHURCH, AS DESCRIBED.
 EY2387'
 EY2387'STATION MARK, STAMPED ASBURY 1976, IS A STANDARD DISK SET IN THE
 EY2387'TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS
 EY2387'FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET EAST OF A 3-FOOT ELM
 EY2387'TREE, 44 FEET SOUTHEAST OF AN OLD WELL, 39 FEET NORTH OF A METAL
 EY2387'WITNESS POST AND 28.5 FEET WEST OF THE CENTER OF COUNTY ROAD
 EY2387'1232.  NO UNDERGROUND MARK WAS SET.
 EY2387'
 EY2387'REFERENCE MARK 1, STAMPED ASBURY NO 1 1976, IS A STANDARD DISK
 EY2387'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE SIDEWALK
 EY2387'IN FRONT OF THE CHURCH.  IT IS 58 FEET SOUTHEAST OF THE SOUTHEAST
 EY2387'CORNER OF THE CHURCH, 41 FEET NORTH OF THE WELL, 39 FEET EAST
 EY2387'OF THE 3-FOOT ELM TREE AND 33.5 FEET WEST OF THE CENTER OF THE
 EY2387'ROAD.
 EY2387'
 EY2387'REFERENCE MARK 2, STAMPED ASBURY NO 2 1976, IS A STANDARD DISK
 EY2387'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 EY2387'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST
 EY2387'OF THE CENTER OF THE ROAD, 12 FEET NORTHWEST OF WEST END OF A
 EY2387'CONCRETE CULVERT AND 1.4 FEET EAST OF A METAL WITNESS POST.
 EY2387'
 EY2387'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 EY2387'
 EY2387'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 EY2387
 EY2387                          STATION RECOVERY (1993)
 EY2387
 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY2387'STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF COVE CITY, AND 6
 EY2387'MI (9.7 KM) SOUTHEAST OF FORT BARNWELL, AT THE ASBURY METHODIST
 EY2387'CHURCH. PROCEED ALONG OLD US 70 FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE
 EY2387'POST OFFICE IN COVE CITY TO SR 1232-ASBURY ROAD, THENCE NORTHERLY
 EY2387'ALONG SR 1232 FOR 3.35 MI (5.39 KM) TO THE ASBURY METHODIST CHURCH ON
 EY2387'THE LEFT AND THE STATION IN THE FRONT OF THE FELLOWSHIP HALL. MARK IS
 EY2387'ABOUT 1 FOOT (0.3 M) LOWER THAN SR 1232, AND IS RECESSED 14 INCHES
 EY2387'BELOW THE GROUND.  LOCATED 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF
 EY2387'SR 1232, 1.7 FT (0.5 M) EAST OF THE EAST EDGE OF A CONCRETE WALK (WITH
 EY2387'A CHISELED V NOTCH), 44.7 FT (13.6 M) SOUTHEAST OF THE NORTHEASTERN
 EY2387'CORNER OF THE BRICK FELLOWSHIP HALL BUILDING, 58.8 FT (17.9 M)
 EY2387'NORTHEAST OF THE SOUTHEASTERN CORNER OF THE BRICK FELLOWSHIP HALL
 EY2387'BUILDING, 31.0 FT (9.4 M) NORTH OF THE SOUTHEAST CORNER OF THE SOUTH
 EY2387'END OF THE CONCRETE WALK, 83.1 FT (25.3 M) SOUTH OF ASBURY REFERENCE
 EY2387'MARK 1 (IN CONCRETE WALK), 39.0 FT (11.9 M) NORTH OF ASBURY REFERENCE
 EY2387'MARK 2 (IN RIGHT-OF-WAY RECESSED 12 INCHES).
 EY2387
 EY2387                          STATION RECOVERY (1997)
 EY2387
 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY2387'RECOVERED AS DESCRIBED.
 EY2387
 EY2387                          STATION RECOVERY (2001)
 EY2387
 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2387'RECOVERED AS DESCRIBED.
 EY2387
 EY2387                          STATION RECOVERY (2007)
 EY2387
 EY2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (EJH)
 EY2387'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2637 ***********************************************************************
 FZ2637  DESIGNATION -  ASBURY
 FZ2637  PID         -  FZ2637
 FZ2637  STATE/COUNTY-  NC/YADKIN
 FZ2637  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2637
 FZ2637                         *CURRENT SURVEY CONTROL
 FZ2637  ___________________________________________________________________
 FZ2637* NAD 83(2001)-  36 07 03.29761(N)    080 47 41.38876(W)     ADJUSTED  
 FZ2637* NAVD 88     -       333.6    (meters)    1094.     (feet)  VERTCON   
 FZ2637  ___________________________________________________________________
 FZ2637  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FZ2637  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FZ2637  HORZ ORDER  -  SECOND
 FZ2637
 FZ2637.The horizontal coordinates were established by classical geodetic methods
 FZ2637.and adjusted by the National Geodetic Survey in August 2005.
 FZ2637
 FZ2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2637
 FZ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2637
 FZ2637.The geoid height was determined by GEOID03.
 FZ2637
 FZ2637;                    North         East     Units Scale Factor Converg.
 FZ2637;SPC NC       -   264,108.047   448,024.237   MT  0.99998667   -1 02 09.3
 FZ2637;SPC NC       -   866,494.48  1,469,892.85   sFT  0.99998667   -1 02 09.3
 FZ2637;UTM  17      - 3,997,009.705   518,463.988   MT  0.99960420   +0 07 15.4
 FZ2637
 FZ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2637!SPC NC       -   0.99995288  x   0.99998667  =   0.99993955
 FZ2637!UTM  17      -   0.99995288  x   0.99960420  =   0.99955710
 FZ2637
 FZ2637                          SUPERSEDED SURVEY CONTROL
 FZ2637
 FZ2637  NAD 83(1993)-  36 07 03.30326(N)    080 47 41.39765(W) AD(       ) 2
 FZ2637  NAD 83(1986)-  36 07 03.30641(N)    080 47 41.39564(W) AD(       ) 2
 FZ2637  NGVD 29 (05/28/98)  333.8    (m)         1095.     (f) VERT ANG    3  
 FZ2637
 FZ2637.Superseded values are not recommended for survey control.
 FZ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2637.See file dsdata.txt to determine how the superseded data were derived.
 FZ2637
 FZ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1846497010(NAD 83)
 FZ2637_MARKER: DE = TRAVERSE STATION DISK
 FZ2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2637_STAMPING: ASBURY 1980
 FZ2637_MARK LOGO: NCGS  
 FZ2637_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2637+STABILITY: SURFACE MOTION
 FZ2637
 FZ2637  HISTORY     - Date     Condition        Report By
 FZ2637  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2637  HISTORY     - 19840101 GOOD             NCGS
 FZ2637
 FZ2637                          STATION DESCRIPTION
 FZ2637
 FZ2637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2637'STATION IS LOCATED ABOUT 1.5 MILES EAST-SOUTHEAST OF MARLER
 FZ2637'COMMUNITY AND 7.7 MILES WEST OF YADKINVILLE.
 FZ2637'
 FZ2637'TO REACH THE STATION FROM THE US 421 UNDERPASS OF I 77 WEST OF
 FZ2637'YADKINVILLE, PROCEED EAST ALONG US 421 FOR 1.15 MI TO SR 1125 AND
 FZ2637'STATION IN SOUTHWEST QUADRANT OF INTERSECTION.
 FZ2637'
 FZ2637'THE STATION IS STANDARD NCGS DISK
 FZ2637'STAMPED---ASBURY 1980---,
 FZ2637'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2637'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2637'38.5 FEET SOUTH OF CENTERLINE OF US 421,
 FZ2637'125 FEET WEST OF CENTERLINE INTERSECTION OF US 421 AND
 FZ2637'SR 1125--AND
 FZ2637'50.9 FEET NORTH-NORTHWEST OF NORTH POST OF BEREAN BAPTIST CHURCH
 FZ2637'SIGN,
 FZ2637'39.3 FEET NORTHEAST OF A 10 INCH PINE, AND
 FZ2637'46.6 FEET EAST OF A 10 INCH PINE--ALL THREE WITH REFERENCE TAGS.
 FZ2637'
 FZ2637'MARK IS NCGS STATION.
 FZ2637
 FZ2637                          STATION RECOVERY (1984)
 FZ2637
 FZ2637'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3513 ***********************************************************************
 FB3513  DESIGNATION -  ASBURY
 FB3513  PID         -  FB3513
 FB3513  STATE/COUNTY-  NC/MACON
 FB3513  USGS QUAD   -  PRENTISS (1978)
 FB3513
 FB3513                         *CURRENT SURVEY CONTROL
 FB3513  ___________________________________________________________________
 FB3513* NAD 83(2001)-  35 03 31.35377(N)    083 23 11.61070(W)     ADJUSTED  
 FB3513* NAVD 88     -       629.9    (meters)    2067.     (feet)  VERTCON   
 FB3513  ___________________________________________________________________
 FB3513  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 FB3513  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB3513  HORZ ORDER  -  SECOND
 FB3513
 FB3513.The horizontal coordinates were established by classical geodetic methods
 FB3513.and adjusted by the National Geodetic Survey in August 2005.
 FB3513
 FB3513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3513
 FB3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3513
 FB3513.The geoid height was determined by GEOID03.
 FB3513
 FB3513;                    North         East     Units Scale Factor Converg.
 FB3513;SPC NC       -   154,013.661   209,625.466   MT  0.99987824   -2 31 54.4
 FB3513;SPC NC       -   505,293.15    687,746.22   sFT  0.99987824   -2 31 54.4
 FB3513;UTM  17      - 3,882,158.333   282,356.666   MT  1.00018383   -1 22 17.1
 FB3513
 FB3513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3513!SPC NC       -   0.99990562  x   0.99987824  =   0.99978387
 FB3513!UTM  17      -   0.99990562  x   1.00018383  =   1.00008943
 FB3513
 FB3513                          SUPERSEDED SURVEY CONTROL
 FB3513
 FB3513  NAD 83(1995)-  35 03 31.35382(N)    083 23 11.61046(W) AD(       ) 2
 FB3513  NAD 83(1986)-  35 03 31.35978(N)    083 23 11.62745(W) AD(       ) 2
 FB3513  NGVD 29 (09/18/91)  629.9    (m)         2067.     (f) VERT ANG    3  
 FB3513
 FB3513.Superseded values are not recommended for survey control.
 FB3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3513.See file dsdata.txt to determine how the superseded data were derived.
 FB3513
 FB3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8235782158(NAD 83)
 FB3513_MARKER: DE = TRAVERSE STATION DISK
 FB3513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3513_STAMPING: ASBURY 1978
 FB3513_MARK LOGO: NCGS  
 FB3513_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3513+STABILITY: SURFACE MOTION
 FB3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3513+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1994
 FB3513
 FB3513  HISTORY     - Date     Condition        Report By
 FB3513  HISTORY     - 1978     MONUMENTED       NCGS
 FB3513  HISTORY     - 19940125 GOOD             NCGS
 FB3513
 FB3513                          STATION DESCRIPTION
 FB3513
 FB3513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3513'THE STATION IS LOCATED AT OTTO, APPROXIMATELY 8.6 MILES SOUTH OF
 FB3513'FRANKLIN.
 FB3513'
 FB3513'TO REACH THE STATION FROM THE OTTO POST OFFICE, PROCEED NORTH ALONG
 FB3513'US 441 FOR 0.15 MILE TO STATION IN RIGHT SHOULDER OPPOSITE A SCHOOL
 FB3513'AND CHURCH.
 FB3513'
 FB3513'STATION MARK IS A STANDARD DISK STAMPED---ASBURY 1978---SET IN TOP OF
 FB3513'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE. THE MARK
 FB3513'IS 17.4 FEET EAST OF THE CENTERLINE OF US 441, 12.6  FEET WEST OF A
 FB3513'POWER POLE WITH REFERENCE TAG, AND 36.2 FEET NORTHWEST OF A 10 INCH
 FB3513'POPLAR WITH REFERENCE TAG.
 FB3513
 FB3513                          STATION RECOVERY (1994)
 FB3513
 FB3513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3513'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9112 ***********************************************************************
 AF9112  DESIGNATION -  ASBURY
 AF9112  PID         -  AF9112
 AF9112  STATE/COUNTY-  NC/BEAUFORT
 AF9112  USGS QUAD   -  BUNYAN (1974)
 AF9112
 AF9112                         *CURRENT SURVEY CONTROL
 AF9112  ___________________________________________________________________
 AF9112* NAD 83(2001)-  35 32 15.22342(N)    076 58 54.45506(W)     ADJUSTED  
 AF9112* NAVD 88     -         9.41   (meters)      30.9    (feet)  LEVELING  
 AF9112  ___________________________________________________________________
 AF9112  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AF9112  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 AF9112  HORZ ORDER  -  SECOND
 AF9112  VERT ORDER  -  THIRD ?
 AF9112
 AF9112.The horizontal coordinates were established by classical geodetic methods
 AF9112.and adjusted by the National Geodetic Survey in August 2005.
 AF9112
 AF9112.The orthometric height was determined by differential leveling.
 AF9112.The vertical network tie was performed by a horz. field party for horz.
 AF9112.obs reductions. Reset procedures were used to establish the elevation.
 AF9112
 AF9112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9112
 AF9112.The geoid height was determined by GEOID03.
 AF9112
 AF9112;                    North         East     Units Scale Factor Converg.
 AF9112;SPC NC       -   200,155.571   792,592.965   MT  0.99988499   +1 09 53.5
 AF9112;SPC NC       -   656,677.07  2,600,365.42   sFT  0.99988499   +1 09 53.5
 AF9112;UTM  18      - 3,934,465.724   320,337.036   MT  0.99999779   -1 09 07.9
 AF9112
 AF9112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9112!SPC NC       -   1.00000429  x   0.99988499  =   0.99988928
 AF9112!UTM  18      -   1.00000429  x   0.99999779  =   1.00000208
 AF9112
 AF9112                          SUPERSEDED SURVEY CONTROL
 AF9112
 AF9112  NAD 83(1986)-  35 32 15.23525(N)    076 58 54.46611(W) AD(       ) 2
 AF9112
 AF9112.Superseded values are not recommended for survey control.
 AF9112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9112.See file dsdata.txt to determine how the superseded data were derived.
 AF9112
 AF9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2033734466(NAD 83)
 AF9112_MARKER: DE = TRAVERSE STATION DISK
 AF9112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9112_STAMPING: ASBURY 1982
 AF9112_MARK LOGO: NCGS  
 AF9112_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9112+STABILITY: SURFACE MOTION
 AF9112
 AF9112  HISTORY     - Date     Condition        Report By
 AF9112  HISTORY     - 1982     MONUMENTED       NCGS
 AF9112  HISTORY     - 20060320 MARK NOT FOUND   USPSQD
 AF9112
 AF9112                          STATION DESCRIPTION
 AF9112
 AF9112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9112'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF WASHINGTON
 AF9112'AND 18.6 MI (29.9 KM) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 4.5
 AF9112'MI (7.2 KM) EAST FROM US 17 (IN WASHINGTON), OR 2.0 MI (3.2 KM) WEST
 AF9112'OF NC 32, IN THE SOUTH SHOULDER OF THE HIGHWAY, AT SR 1314 (UNPAVED),
 AF9112'AND 0.15 MI (0.24 KM) EAST OF SR 1313. MARK IS RECESSED 5 INCHES BELOW
 AF9112'GROUND.  LOCATED 23.4 FT (7.1 M) SOUTHWEST OF THE CENTERLINE OF US
 AF9112'264, 39.0 EAST OF THE CENTERLINE OF SR 1314, 74.2 FT (22.6 M) NORTH OF
 AF9112'A RIGHT-OF-WAY MARKER--AND 119.4 FT (36.4 M) NORTHWEST OF A POWER
 AF9112'POLE, 144.7 FT (44.1 M) EAST OF POWER POLE--BOTH WITH REFERENCE TAGS.
 AF9112
 AF9112                          STATION RECOVERY (2006)
 AF9112
 AF9112'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 AF9112'ROAD IS NOW 5 LANES WIDE.  MARK PROBABLY UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9324 ***********************************************************************
 AF9324  DESIGNATION -  ASBURY
 AF9324  PID         -  AF9324
 AF9324  STATE/COUNTY-  NC/STOKES
 AF9324  USGS QUAD   -  CLAUDVILLE (1977)
 AF9324
 AF9324                         *CURRENT SURVEY CONTROL
 AF9324  ___________________________________________________________________
 AF9324* NAD 83(2001)-  36 31 28.36329(N)    080 24 39.49421(W)     ADJUSTED  
 AF9324* NAVD 88     -       407.8    (meters)    1338.     (feet)  VERTCON   
 AF9324  ___________________________________________________________________
 AF9324  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AF9324  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AF9324  HORZ ORDER  -  SECOND
 AF9324
 AF9324.The horizontal coordinates were established by classical geodetic methods
 AF9324.and adjusted by the National Geodetic Survey in August 2005.
 AF9324
 AF9324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9324
 AF9324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9324
 AF9324.The geoid height was determined by GEOID03.
 AF9324
 AF9324;                    North         East     Units Scale Factor Converg.
 AF9324;SPC NC       -   308,706.310   483,219.865   MT  1.00011957   -0 48 51.7
 AF9324;SPC NC       - 1,012,813.95  1,585,363.84   sFT  1.00011957   -0 48 51.7
 AF9324;UTM  17      - 4,042,292.089   552,734.301   MT  0.99963426   +0 21 02.1
 AF9324
 AF9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9324!SPC NC       -   0.99994119  x   1.00011957  =   1.00006075
 AF9324!UTM  17      -   0.99994119  x   0.99963426  =   0.99957547
 AF9324
 AF9324                          SUPERSEDED SURVEY CONTROL
 AF9324
 AF9324  NAD 83(1986)-  36 31 28.37050(N)    080 24 39.49906(W) AD(       ) 2
 AF9324  NGVD 29 (07/20/98)  407.9    (m)         1338.     (f) VERT ANG    3  
 AF9324
 AF9324.Superseded values are not recommended for survey control.
 AF9324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9324.See file dsdata.txt to determine how the superseded data were derived.
 AF9324
 AF9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5273442292(NAD 83)
 AF9324_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9324_STAMPING: ASBURY 1987
 AF9324_MARK LOGO: NCGS  
 AF9324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9324+STABILITY: SURFACE MOTION
 AF9324
 AF9324  HISTORY     - Date     Condition        Report By
 AF9324  HISTORY     - 1987     MONUMENTED       NCGS
 AF9324
 AF9324                          STATION DESCRIPTION
 AF9324
 AF9324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AF9324'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTH-NORTHEAST OF
 AF9324'WESTFIELD, ABOUT 22.4 KM (13.90 MI) NORTHWEST OF DANBURY. PROCEED
 AF9324'ALONG NC 89 FOR 5.2 KM (3.25 MI) WEST FROM NC 704 TO SR 1413 (ASBURY
 AF9324'ROAD), THENCE 1.1 KM (0.70 MI) NORTHWEST TO SR 1432 (COLLINSTOWN
 AF9324'ROAD). CONTINUE 2.2 KM (1.35 MI) WEST-NORTHWEST TO ASBURY PENTECOSTAL
 AF9324'HOLINESS CHURCH, BETWEEN PAVED PARKING AREA AND FIELD. MARK IS FLUSH
 AF9324'WITH GROUND. LOCATED 51.2 M (168.0 FT) EAST-SOUTHEAST OF SOUTHEAST
 AF9324'CORNER OF ENTRANCE TO CHURCH, 20.4 M (66.9 FT) NORTH-NORTHEAST OF
 AF9324'NORTH END OF SIMMONS GRAVE MARKER, 26.3 M (86.3 FT) EAST-NORTHEAST OF
 AF9324'NORTH END OF FLIPPIN GRAVE MARKER AND 54.7 M (179.5 FT) SOUTHEAST OF
 AF9324'SERVICE POLE WITH LAMP AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4386 ***********************************************************************
 EY4386  DESIGNATION -  ASBURY RM 1
 EY4386  PID         -  EY4386
 EY4386  STATE/COUNTY-  NC/CRAVEN
 EY4386  USGS QUAD   -  COVE CITY (1982)
 EY4386
 EY4386                         *CURRENT SURVEY CONTROL
 EY4386  ___________________________________________________________________
 EY4386* NAD 83(1986)-  35 13 10.     (N)    077 16 13.     (W)     SCALED    
 EY4386* NAVD 88     -        12.470  (meters)      40.91   (feet)  ADJUSTED  
 EY4386  ___________________________________________________________________
 EY4386  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY4386  DYNAMIC HT  -          12.458 (meters)      40.87  (feet)  COMP
 EY4386  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 EY4386
 EY4386  VERT ORDER  -  SECOND    CLASS I
 EY4386
 EY4386.The horizontal coordinates were scaled from a topographic map and have
 EY4386.an estimated accuracy of +/- 6 seconds.
 EY4386
 EY4386.The orthometric height was determined by differential leveling
 EY4386.and adjusted in April 2001.
 EY4386
 EY4386.The geoid height was determined by GEOID03.
 EY4386
 EY4386.The dynamic height is computed by dividing the NAVD 88
 EY4386.geopotential number by the normal gravity value computed on the
 EY4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4386.degrees latitude (g = 980.6199 gals.).
 EY4386
 EY4386.The modeled gravity was interpolated from observed gravity values.
 EY4386
 EY4386;                    North         East    Units  Estimated Accuracy
 EY4386;SPC NC       -   164,380.      767,050.      MT  (+/- 180 meters Scaled)
 EY4386
 EY4386                          SUPERSEDED SURVEY CONTROL
 EY4386
 EY4386.No superseded survey control is available for this station.
 EY4386
 EY4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD933997(NAD 83)
 EY4386_MARKER: DR = REFERENCE MARK DISK
 EY4386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EY4386_SP_SET: SIDEWALK
 EY4386_STAMPING: ASBURY NO 1 1976
 EY4386_MARK LOGO: NGS   
 EY4386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4386+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 EY4386
 EY4386  HISTORY     - Date     Condition        Report By
 EY4386  HISTORY     - 1976     MONUMENTED       NGS
 EY4386  HISTORY     - 19970210 GOOD             NCGS
 EY4386
 EY4386                          STATION DESCRIPTION
 EY4386
 EY4386'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY4386'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHEAST OF COVE CITY AND
 EY4386'6.4 MI (10.3 KM) SOUTHEAST OF FORT BARNWELL.  PROCEED ALONG SR 1005
 EY4386'(OLD US 70) FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE POST OFFICE IN COVE
 EY4386'CITY TO SR 1232 (ASBURY ROAD) , THENCE ALONG SR 1232 FOR 3.35 MI (5.39
 EY4386'KM) NORTH TO THE ASBURY METHODIST CHURCH AND THE STATION IN SIDEWALK.
 EY4386'MARK IS ABOUT 1-FOOT HIGHER THAN THE CENTERLINE OF SR 1232 AND IS
 EY4386'FLUSH WITH THE TOP OF THE CONCRETE SIDEWALK.  LOCATED 33.5 FT (10.2 M)
 EY4386'WEST OF THE CENTERLINE OF SR 1232, 58.0 FT (17.7 M) SOUTHEAST OF THE
 EY4386'SOUTHEAST CORNER OF THE CHURCH, 41.0 FT (12.5 M) NORTH OF THE WELL,
 EY4386'AND 39.0 FT (11.9 M) EAST OF A 36-INCH ELM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4387 ***********************************************************************
 EY4387  DESIGNATION -  ASBURY RM 2
 EY4387  PID         -  EY4387
 EY4387  STATE/COUNTY-  NC/CRAVEN
 EY4387  USGS QUAD   -  COVE CITY (1982)
 EY4387
 EY4387                         *CURRENT SURVEY CONTROL
 EY4387  ___________________________________________________________________
 EY4387* NAD 83(1986)-  35 13 08.     (N)    077 16 13.     (W)     SCALED    
 EY4387* NAVD 88     -        11.179  (meters)      36.68   (feet)  ADJUSTED  
 EY4387  ___________________________________________________________________
 EY4387  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY4387  DYNAMIC HT  -          11.169 (meters)      36.64  (feet)  COMP
 EY4387  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 EY4387
 EY4387  VERT ORDER  -  SECOND    CLASS I
 EY4387
 EY4387.The horizontal coordinates were scaled from a topographic map and have
 EY4387.an estimated accuracy of +/- 6 seconds.
 EY4387
 EY4387.The orthometric height was determined by differential leveling
 EY4387.and adjusted in April 2001.
 EY4387
 EY4387.The geoid height was determined by GEOID03.
 EY4387
 EY4387.The dynamic height is computed by dividing the NAVD 88
 EY4387.geopotential number by the normal gravity value computed on the
 EY4387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4387.degrees latitude (g = 980.6199 gals.).
 EY4387
 EY4387.The modeled gravity was interpolated from observed gravity values.
 EY4387
 EY4387;                    North         East    Units  Estimated Accuracy
 EY4387;SPC NC       -   164,320.      767,060.      MT  (+/- 180 meters Scaled)
 EY4387
 EY4387                          SUPERSEDED SURVEY CONTROL
 EY4387
 EY4387.No superseded survey control is available for this station.
 EY4387
 EY4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD933996(NAD 83)
 EY4387_MARKER: DR = REFERENCE MARK DISK
 EY4387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4387_STAMPING: ASBURY NO 2 1976
 EY4387_MARK LOGO: NGS   
 EY4387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4387+STABILITY: SURFACE MOTION
 EY4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4387+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 EY4387
 EY4387  HISTORY     - Date     Condition        Report By
 EY4387  HISTORY     - 1976     MONUMENTED       NGS
 EY4387  HISTORY     - 19970210 GOOD             NCGS
 EY4387
 EY4387                          STATION DESCRIPTION
 EY4387
 EY4387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY4387'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTHEAST OF COVE CITY AND
 EY4387'6.4 MI (10.3 KM) SOUTHEAST OF FORT BARNWELL.  PROCEED ALONG SR 1005
 EY4387'(OLD US 70) FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE POST OFFICE IN COVE
 EY4387'CITY TO SR 1232 (ASBURY ROAD) , THENCE ALONG SR 1232 FOR 3.35 MI (5.39
 EY4387'KM) NORTH TO THE ASBURY METHODIST CHURCH AND THE STATION.  MARK IS
 EY4387'ABOUT 4-FEET LOWER THAN THE CENTERLINE OF SR 1232 AND IS RECESSED
 EY4387'12-INCHES BELOW THE GROUND.  LOCATED 26.0 FT (7.9 M) WEST OF THE
 EY4387'CENTERLINE OF SR 1232, 12.0 FT (3.7 M) NORTHWEST OF THE WEST END OF A
 EY4387'CONCRETE CULVERT, 9.0 FT (2.7 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 EY4387'CORNER OF THE SOUTH END OF THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5112 ***********************************************************************
 EZ5112  DESIGNATION -  ASBURY TV WNAO RAD WKIX MAST
 EZ5112  PID         -  EZ5112
 EZ5112  STATE/COUNTY-  NC/WAKE
 EZ5112  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5112
 EZ5112                         *CURRENT SURVEY CONTROL
 EZ5112  ___________________________________________________________________
 EZ5112* NAD 83(2001)-  35 47 29.28968(N)    078 44 20.05120(W)     ADJUSTED  
 EZ5112* NAVD 88     -              **(meters)            **(feet)            
 EZ5112  ___________________________________________________________________
 EZ5112  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 EZ5112  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EZ5112  HORZ ORDER  -  THIRD
 EZ5112
 EZ5112.The horizontal coordinates were established by classical geodetic methods
 EZ5112.and adjusted by the National Geodetic Survey in August 2005.
 EZ5112
 EZ5112
 EZ5112.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5112
 EZ5112.The geoid height was determined by GEOID03.
 EZ5112
 EZ5112;                    North         East     Units Scale Factor Converg.
 EZ5112;SPC NC       -   226,495.278   633,202.509   MT  0.99991686   +0 09 02.5
 EZ5112;SPC NC       -   743,093.26  2,077,431.90   sFT  0.99991686   +0 09 02.5
 EZ5112;UTM  17      - 3,963,178.526   704,339.340   MT  1.00011454   +1 19 22.2
 EZ5112
 EZ5112                          SUPERSEDED SURVEY CONTROL
 EZ5112
 EZ5112  NAD 83(1986)-  35 47 29.29254(N)    078 44 20.06134(W) AD(       ) 4
 EZ5112  NAD 27      -  35 47 28.75300(N)    078 44 21.04200(W) AD(       ) 3
 EZ5112
 EZ5112.Superseded values are not recommended for survey control.
 EZ5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5112.See file dsdata.txt to determine how the superseded data were derived.
 EZ5112
 EZ5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0433963179(NAD 83)
 EZ5112_MARKER: 42 = RADIO/TV MAST
 EZ5112
 EZ5112  HISTORY     - Date     Condition        Report By
 EZ5112  HISTORY     - 1957     FIRST OBSERVED   CGS
 EZ5112  HISTORY     - 1958     GOOD             CGS
 EZ5112  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 EZ5112  HISTORY     - 20040911 MARK NOT FOUND   GEOCAC
 EZ5112
 EZ5112                          STATION DESCRIPTION
 EZ5112
 EZ5112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ5112'STATION IS LOCATED ALONG OLD RALEIGH-DURHAM HIGHWAY ABOUT 5.6 MILES
 EZ5112'WEST OF RALEIGH AND NEAR ASBURY.  STATION IS OF STEEL CONSTRUCTION
 EZ5112'AND HAS A LARGE ANTENNA POLE ATOP MAST.  STATION IS THE TALLEST
 EZ5112'OF FOUR MAST, PAINTED RED AND WHITE AND IS 396 FEET TALL.  THE
 EZ5112'POINT INTERSECTED WAS THE LIGHT ATOP ANTENNA.
 EZ5112
 EZ5112                          STATION RECOVERY (1958)
 EZ5112
 EZ5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 EZ5112'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 EZ5112
 EZ5112                          STATION RECOVERY (2004)
 EZ5112
 EZ5112'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 EZ5112'MARK NOT FOUND.
 EZ5112
 EZ5112                          STATION RECOVERY (2004)
 EZ5112
 EZ5112'RECOVERY NOTE BY GEOCACHING 2004 (P)
 EZ5112'RADIO STATION HAS RELOCATED TO N35-47-36 W78-43-07, DUE TO COMMERCIAL
 EZ5112'DEVELOPMENT NEAR THIS SITE. ANTENNA TOWERS HAVE BEEN REMOVED FROM THIS
 EZ5112'LOCATION. (SEE EZ-0678 FOR ADDITIONAL INFORMATION.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3790 ***********************************************************************
 EY3790  DESIGNATION -  ASBY
 EY3790  PID         -  EY3790
 EY3790  STATE/COUNTY-  NC/BEAUFORT
 EY3790  USGS QUAD   -  AURORA (1993)
 EY3790
 EY3790                         *CURRENT SURVEY CONTROL
 EY3790  ___________________________________________________________________
 EY3790* NAD 83(2001)-  35 18 09.93350(N)    076 49 07.73784(W)     ADJUSTED  
 EY3790* NAVD 88     -         3.330  (meters)      10.93   (feet)  ADJUSTED  
 EY3790  ___________________________________________________________________
 EY3790  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EY3790  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EY3790  DYNAMIC HT  -           3.327 (meters)      10.92  (feet)  COMP
 EY3790  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 EY3790
 EY3790  HORZ ORDER  -  SECOND
 EY3790  VERT ORDER  -  SECOND    CLASS II
 EY3790
 EY3790.The horizontal coordinates were established by classical geodetic methods
 EY3790.and adjusted by the National Geodetic Survey in August 2005.
 EY3790
 EY3790.The orthometric height was determined by differential leveling
 EY3790.and adjusted in June 1998.
 EY3790
 EY3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3790
 EY3790.The geoid height was determined by GEOID03.
 EY3790
 EY3790.The dynamic height is computed by dividing the NAVD 88
 EY3790.geopotential number by the normal gravity value computed on the
 EY3790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3790.degrees latitude (g = 980.6199 gals.).
 EY3790
 EY3790.The modeled gravity was interpolated from observed gravity values.
 EY3790
 EY3790;                    North         East     Units Scale Factor Converg.
 EY3790;SPC NC       -   174,426.638   807,940.156   MT  0.99987299   +1 15 32.1
 EY3790;SPC NC       -   572,264.73  2,650,717.00   sFT  0.99987299   +1 15 32.1
 EY3790;UTM  18      - 3,908,135.872   334,634.366   MT  0.99993701   -1 03 04.8
 EY3790
 EY3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3790!SPC NC       -   1.00000532  x   0.99987299  =   0.99987831
 EY3790!UTM  18      -   1.00000532  x   0.99993701  =   0.99994233
 EY3790
 EY3790:                Primary Azimuth Mark                     Grid Az
 EY3790:SPC NC       -  WALKER                                   254 34 54.4
 EY3790:UTM  18      -  WALKER                                   256 53 31.3
 EY3790
 EY3790|---------------------------------------------------------------------|
 EY3790| PID    Reference Object                     Distance      Geod. Az  |
 EY3790|                                                           dddmmss.s |
 EY3790| EY3847 WALKER                              APPROX. 3.2 KM 2555026.5 |
 EY3790|---------------------------------------------------------------------|
 EY3790
 EY3790                          SUPERSEDED SURVEY CONTROL
 EY3790
 EY3790  NAD 83(1986)-  35 18 09.94412(N)    076 49 07.74803(W) AD(       ) 2
 EY3790  NAD 83(1986)-  35 18 09.95416(N)    076 49 07.74025(W) AD(       ) 2
 EY3790  NAD 27      -  35 18 09.32615(N)    076 49 09.00134(W) AD(       ) 2
 EY3790  NGVD 29 (04/29/98)    3.68   (m)           12.1    (f) LEVELING    3  
 EY3790
 EY3790.Superseded values are not recommended for survey control.
 EY3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3790.See file dsdata.txt to determine how the superseded data were derived.
 EY3790
 EY3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3463408136(NAD 83)
 EY3790_MARKER: DE = TRAVERSE STATION DISK
 EY3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3790_STAMPING: ASBY 1966
 EY3790_MARK LOGO: NCGS  
 EY3790_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3790+STABILITY: SURFACE MOTION
 EY3790
 EY3790  HISTORY     - Date     Condition        Report By
 EY3790  HISTORY     - 1966     MONUMENTED       NCGS
 EY3790  HISTORY     - 19830103 GOOD             NCGS
 EY3790
 EY3790                          STATION DESCRIPTION
 EY3790
 EY3790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3790'ASBY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3790'IN THE VICINITY OF AURORA, NORTH CAROLINA.
 EY3790'
 EY3790'ASBY IS 1.65 MILES W OF AURORA.  LOCATED 0.6 MILES E ALONG
 EY3790'NC 33 FROM SR 1937.  0.65 MILES W ALONG NC 33 FROM Y
 EY3790'INTERSECTION OF OLD NC 33 (SR 1965).  ON N SHOULDER OF NC
 EY3790'33.  APPROXIMATELY 100 FT FROM PEPSI SIGN.  IN CURVE AND ABOUT 400
 EY3790'FT W OF ASBYS STORE.
 EY3790'
 EY3790'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3790'ASBY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3790'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3790'
 EY3790'MARK IS
 EY3790'
 EY3790'20.5 FT N OF C/L OF NC 33
 EY3790'
 EY3790'9.3 FT N OF YELLOW ARROW PAINTED ON NC 33
 EY3790'
 EY3790'84.2 FT SW OF 24 INCH PECAN TREE WITH ALUMINUM REF. TAG
 EY3790'
 EY3790'78.0 FT SW OF PEPSI SIGN POST WITH ALUMINUM REF. TAG
 EY3790'
 EY3790'92.4 FT NW OF TP 644 WITH ALUMINUM REF. TAG
 EY3790'
 EY3790'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY3790
 EY3790                          STATION RECOVERY (1983)
 EY3790
 EY3790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3790'RECOVERED IN GOOD CONDITION. NEW REFERENCES WERE PULLED. MARK IS
 EY3790'LOCATED 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.2 M
 EY3790'(40.0 FT) WEST THE NORTH END OF A HIGHWAY CULVERT, 16.5 M (54.1 FT)
 EY3790'NORTH-NORTHWEST OF THE EAST END OF A DRIVEWAY CULVERT, 13.6 M (44.6
 EY3790'FT) NORTH OF THE WEST END OF A DRIVEWAY CULVERT, AND 9.9 M (32.5 FT)
 EY3790'WEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2248 ***********************************************************************
 EB2248  DESIGNATION -  ASH
 EB2248  PID         -  EB2248
 EB2248  STATE/COUNTY-  NC/BRUNSWICK
 EB2248  USGS QUAD   -  FREELAND (1990)
 EB2248
 EB2248                         *CURRENT SURVEY CONTROL
 EB2248  ___________________________________________________________________
 EB2248* NAD 83(2001)-  34 02 07.29482(N)    078 31 46.76977(W)     ADJUSTED  
 EB2248* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 EB2248  ___________________________________________________________________
 EB2248  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 EB2248  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EB2248  HORZ ORDER  -  SECOND
 EB2248
 EB2248.The horizontal coordinates were established by classical geodetic methods
 EB2248.and adjusted by the National Geodetic Survey in August 2005.
 EB2248
 EB2248.The orthometric height was scaled from a topographic map.
 EB2248
 EB2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2248
 EB2248.The geoid height was determined by GEOID03.
 EB2248
 EB2248;                    North         East     Units Scale Factor Converg.
 EB2248;SPC NC       -    31,759.944   653,039.627   MT  1.00009583   +0 16 17.3
 EB2248;SPC NC       -   104,199.08  2,142,514.18   sFT  1.00009583   +0 16 17.3
 EB2248;UTM  17      - 3,768,829.425   728,062.735   MT  1.00024121   +1 22 59.7
 EB2248
 EB2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2248!SPC NC       -   1.00000262  x   1.00009583  =   1.00009845
 EB2248!UTM  17      -   1.00000262  x   1.00024121  =   1.00024383
 EB2248
 EB2248|---------------------------------------------------------------------|
 EB2248| PID    Reference Object                     Distance      Geod. Az  |
 EB2248|                                                           dddmmss.s |
 EB2248| EB3142 ASH RM 1                             35.781 METERS 01814     |
 EB2248| EB3143 ASH RM 2                             31.029 METERS 13138     |
 EB2248| EB3141 ASH AZ MK                                          1940802.2 |
 EB2248|---------------------------------------------------------------------|
 EB2248
 EB2248                          SUPERSEDED SURVEY CONTROL
 EB2248
 EB2248  NAD 83(1986)-  34 02 07.30345(N)    078 31 46.77799(W) AD(       ) 2
 EB2248  NAD 27      -  34 02 06.68900(N)    078 31 47.74200(W) AD(       ) 2
 EB2248
 EB2248.Superseded values are not recommended for survey control.
 EB2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2248.See file dsdata.txt to determine how the superseded data were derived.
 EB2248
 EB2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2806368829(NAD 83)
 EB2248_MARKER: DS = TRIANGULATION STATION DISK
 EB2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2248_STAMPING: ASH 1942
 EB2248_MARK LOGO: CGS   
 EB2248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2248+STABILITY: SURFACE MOTION
 EB2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2248+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 EB2248
 EB2248  HISTORY     - Date     Condition        Report By
 EB2248  HISTORY     - 1942     MONUMENTED       CGS
 EB2248  HISTORY     - 19890901 POOR             NCGS
 EB2248  HISTORY     - 20010626 GOOD             USPSQD
 EB2248
 EB2248                          STATION DESCRIPTION
 EB2248
 EB2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2248'STATION IS ABOUT 2 MILES DUE S OF THE ASH POST OFFICE, ON
 EB2248'LAND OWNED AND OCCUPIED BY E.G. SMITH.  STATION MARK IS SET 54
 EB2248'FEET NE OF A TOBACCO BARN, 51 FEET W OF THE CENTER LINE OF
 EB2248'DIRT ROAD, PROJECTS 10 INCHES, AND IS STAMPED ASH 1942.
 EB2248'
 EB2248'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2248'STANDARD BRONZE DISKS SET IN CONCRETE.
 EB2248'
 EB2248'REFERENCE MARK NO.1 IS 117.39 FEET N OF STATION, 46 FEET W OF
 EB2248'DIRT ROAD, 14 FEET N OF FARM ENTRANCE LANE, PROJECTS 6 INCHES,
 EB2248'AND IS STAMPED ASH NO.1 1942.
 EB2248'
 EB2248'REFERENCE MARK NO.2 IS 101.84 FEET ESE OF STATION, 40 FEET E
 EB2248'OF THE CENTER LINE OF DIRT ROAD, PROJECTS 6 INCHES, AND IS
 EB2248'STAMPED ASH NO.2 1942.
 EB2248'
 EB2248'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF STATION, 31
 EB2248'FEET W OF THE CENTER LINE OF DIRT ROAD, 2 FEET N OF WHITE
 EB2248'REFERENCE POST, PROJECTS 6 INCHES, AND IS STAMPED ASH 1942.
 EB2248'
 EB2248'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 EB2248'ASH, GO SOUTHERLY ON STATE HIGHWAY 130 FOR 0.65 MILE TO
 EB2248'CROSSROADS AT THE SOLDIER BAY BAPTIST CHURCH, TURN RIGHT AND
 EB2248'FOLLOW DIRT ROAD FOR 1.85 MILES TO STATION ON RIGHT AT THE
 EB2248'E.G. SMITH HOUSE.
 EB2248'
 EB2248'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB2248
 EB2248                          STATION RECOVERY (1989)
 EB2248
 EB2248'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB2248'STATION MARK WAS FOUND, BUT MAY BE DISTURBED. REFERENCE MARKS WERE
 EB2248'BOTH FOUND DESTROYED. THE AZIMUTH MARK WAS NOT FOUND. THE STATION MARK
 EB2248'IS AT INTERSECTION OF SR 1321 AND SR 1322, 502. FT (153.0 M) NORTHWEST
 EB2248'OF CENTERLINE OF SR 1321, 152.3 FT (46.4 M) SOUTH-SOUTHWEST OF
 EB2248'CENTERLINE OF SR 1322, 94.3 FT (28.7 M) NORTH-NORTHEAST OF CENTERLINE
 EB2248'OF DRIVEWAY, 52.7 FT (16.1 M) SOUTH-SOUTHEAST OF POWER POLE WITH
 EB2248'TRANSFORMER AND REFERENCE TAG.
 EB2248
 EB2248                          STATION RECOVERY (2001)
 EB2248
 EB2248'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2248'MARKER IS NOW FLUSH WITH THE GROUND.  RM STILL ON PP A 50.  DID NOT
 EB2248'LOOK FOR RM1, RM2 OR AZMK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0323 ***********************************************************************
 EX0323  DESIGNATION -  ASH
 EX0323  PID         -  EX0323
 EX0323  STATE/COUNTY-  NC/DARE
 EX0323  USGS QUAD   -  BUXTON (1983)
 EX0323
 EX0323                         *CURRENT SURVEY CONTROL
 EX0323  ___________________________________________________________________
 EX0323* NAD 83(2001)-  35 17 27.02616(N)    075 30 52.86497(W)     ADJUSTED  
 EX0323* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 EX0323  ___________________________________________________________________
 EX0323  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EX0323  GEOID HEIGHT-         -38.73  (meters)                     GEOID03
 EX0323  HORZ ORDER  -  SECOND
 EX0323
 EX0323.The horizontal coordinates were established by classical geodetic methods
 EX0323.and adjusted by the National Geodetic Survey in August 2005.
 EX0323
 EX0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0323
 EX0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0323
 EX0323.The geoid height was determined by GEOID03.
 EX0323
 EX0323;                    North         East     Units Scale Factor Converg.
 EX0323;SPC NC       -   176,489.644   926,533.942   MT  0.99987282   +2 00 41.8
 EX0323;SPC NC       -   579,033.11  3,039,803.44   sFT  0.99987282   +2 00 41.8
 EX0323;UTM  18      - 3,905,418.395   453,200.744   MT  0.99962699   -0 17 50.5
 EX0323
 EX0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0323!SPC NC       -   1.00000541  x   0.99987282  =   0.99987823
 EX0323!UTM  18      -   1.00000541  x   0.99962699  =   0.99963240
 EX0323
 EX0323:                Primary Azimuth Mark                     Grid Az
 EX0323:SPC NC       -  KINNA                                    003 23 52.6
 EX0323:UTM  18      -  KINNA                                    005 42 24.9
 EX0323
 EX0323|---------------------------------------------------------------------|
 EX0323| PID    Reference Object                     Distance      Geod. Az  |
 EX0323|                                                           dddmmss.s |
 EX0323| EX0346 KINNA                               APPROX. 3.2 KM 0052434.4 |
 EX0323| EX0708 ASH RM 1                             14.354 METERS 09304     |
 EX0323| EX0707 ASH AZ MK                                          1805656.5 |
 EX0323| EX0709 ASH RM 2                             10.943 METERS 27448     |
 EX0323|---------------------------------------------------------------------|
 EX0323
 EX0323                          SUPERSEDED SURVEY CONTROL
 EX0323
 EX0323  NAD 83(1986)-  35 17 27.03917(N)    075 30 52.87038(W) AD(       ) 2
 EX0323  NAD 27      -  35 17 26.39876(N)    075 30 54.32786(W) AD(       ) 2
 EX0323  NGVD 29 (07/19/86)    4.6    (m)           15.     (f) VERT ANG    3  
 EX0323
 EX0323.Superseded values are not recommended for survey control.
 EX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0323.See file dsdata.txt to determine how the superseded data were derived.
 EX0323
 EX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5320105418(NAD 83)
 EX0323_MARKER: DS = TRIANGULATION STATION DISK
 EX0323_SETTING: 0 = UNSPECIFIED SETTING
 EX0323
 EX0323  HISTORY     - Date     Condition        Report By
 EX0323  HISTORY     - 1962     MONUMENTED       CGS
 EX0323  HISTORY     - 1964     MARK NOT FOUND   CGS
 EX0323  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 EX0323
 EX0323                          STATION DESCRIPTION
 EX0323
 EX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0323'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 1001 ABOUT
 EX0323'4.5 MILES SOUTH OF THE VILLAGE OF AVON, 1.8 MILES NORTHEAST OF
 EX0323'BUXTON, ABOUT 100 FEET SOUTH OF THE HIGH WATER LINE OF AN INLET
 EX0323'AND ON THE CREST OF A SMALL GRASSY RIDGE DUNE WHICH IS ABOUT 3
 EX0323'FEET HIGHER THAN HIGHWAY 1001.  STATION IS 125 FEET SOUTHWEST OF
 EX0323'THE SOUTHWEST CORNER OF A BRIDGE SPANNING THE INLET, 118 FEET
 EX0323'WEST OF THE CENTER LINE OF STATE HIGHWAY 1001, 51 FEET WEST OF
 EX0323'A POWER LINE POLE AND 6.5 FEET NORTHWEST OF A METAL WITNESS
 EX0323'POST AND SIGN.  THE MARK IS A STANDARD DISK, CLAMPED TO THE
 EX0323'TOP OF A COPPER WELD ROD WHICH IS DRIVEN THROUGH A 2 INCH
 EX0323'GALVANIZED PIPE TO A DEPTH OF 24 FEET.  THE DISK PROJECTS
 EX0323'4 INCHES AND IS STAMPED ASH 1962.
 EX0323'
 EX0323'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 1001 AND THE
 EX0323'PAVED ROAD LEADING SOUTHEAST TO CAPE HATTERAS LIGHTHOUSE IN THE
 EX0323'TOWN OF BUXTON, GO NORTHEAST AND NORTH ALONG STATE HIGHWAY 1001
 EX0323'FOR 2.0 MILES TO THE SOUTH END OF BRIDGE SPANNING AN INLET AND
 EX0323'STATION ON LEFT.
 EX0323'
 EX0323'REFERENCE MARK NO. 1 IS 84.5 FEET SOUTHWEST OF THE SOUTHWEST
 EX0323'CORNER OF BRIDGE, 70.5 FEET WEST OF THE CENTER LINE OF STATE
 EX0323'HIGHWAY 1001, 44.8 FEET EAST OF A METAL WITNESS POST AND SIGN
 EX0323'AND 3.5 FEET WEST OF A POWER LINE POLE.  THE MARK IS A STANDARD
 EX0323'DISK, CLAMPED TO THE TOP OF A COPPER WELD ROD WHICH IS DRIVEN
 EX0323'THROUGH A 2 INCH GALVANIZED PIPE TO A DEPTH OF 24 FEET.  THE
 EX0323'DISK PROJECTS 12 INCHES AND IS STAMPED ASH NO 1 1962.
 EX0323'
 EX0323'REFERENCE MARK NO. 2 IS ABOUT 100 FEET SOUTH OF THE HIGH WATER
 EX0323'LINE OF THE INLET AND 39.4 FEET WEST OF A METAL WITNESS
 EX0323'POST AND SIGN.  THE DISK PROJECTS 12 INCHES AND IS STAMPED ASH
 EX0323'NO 2 1962.
 EX0323'
 EX0323'AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION, 50.5 FEET
 EX0323'NORTHWEST OF TELEPHONE POLE NO. 4052 AND 56 FEET WEST OF THE
 EX0323'CENTER LINE OF STATE HIGHWAY 1001.  THE MARK IS A 5X5 INCH
 EX0323'CONCRETE POST, WHICH HAS A NAIL EMBEDDED IN THE APPROXIMATE
 EX0323'CENTER OF THE TOP OF THE POST AND PROJECTS 6 INCHES.
 EX0323'
 EX0323'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 1.30 METERS.
 EX0323
 EX0323                          STATION RECOVERY (1964)
 EX0323
 EX0323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GWM)
 EX0323'THE HIGHWAY WAS REROUTED AND THE BRIDGE REMOVED WHEN THE INLET
 EX0323'WAS CLOSED.
 EX0323'
 EX0323'THE STATION SHOULD BE CONSIDERED LOST.
 EX0323
 EX0323                          STATION RECOVERY (2003)
 EX0323
 EX0323'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0531 ***********************************************************************
 EX0531  DESIGNATION -  ASH
 EX0531  PID         -  EX0531
 EX0531  STATE/COUNTY-  NC/DARE
 EX0531  USGS QUAD   -  MANTEO (1983)
 EX0531
 EX0531                         *CURRENT SURVEY CONTROL
 EX0531  ___________________________________________________________________
 EX0531* NAD 83(2001)-  35 52 37.77610(N)    075 40 06.75185(W)     ADJUSTED  
 EX0531* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0531  ___________________________________________________________________
 EX0531  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EX0531  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 EX0531  HORZ ORDER  -  THIRD
 EX0531
 EX0531.The horizontal coordinates were established by classical geodetic methods
 EX0531.and adjusted by the National Geodetic Survey in August 2005.
 EX0531
 EX0531.The orthometric height was scaled from a topographic map.
 EX0531
 EX0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0531
 EX0531.The geoid height was determined by GEOID03.
 EX0531
 EX0531;                    North         East     Units Scale Factor Converg.
 EX0531;SPC NC       -   241,018.642   910,365.980   MT  0.99993205   +1 55 22.1
 EX0531;SPC NC       -   790,741.99  2,986,759.05   sFT  0.99993205   +1 55 22.1
 EX0531;UTM  18      - 3,970,530.185   439,652.145   MT  0.99964487   -0 23 30.5
 EX0531
 EX0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0531!SPC NC       -   1.00000601  x   0.99993205  =   0.99993806
 EX0531!UTM  18      -   1.00000601  x   0.99964487  =   0.99965088
 EX0531
 EX0531|---------------------------------------------------------------------|
 EX0531| PID    Reference Object                     Distance      Geod. Az  |
 EX0531|                                                           dddmmss.s |
 EX0531| EX0706 ASH RM 2                             11.670 METERS 09401     |
 EX0531| EX0516 CROIX                               APPROX. 9.0 KM 2083938.9 |
 EX0531| EX0705 ASH RM 1                             26.290 METERS 35831     |
 EX0531|---------------------------------------------------------------------|
 EX0531
 EX0531                          SUPERSEDED SURVEY CONTROL
 EX0531
 EX0531  NAD 83(1986)-  35 52 37.79383(N)    075 40 06.76015(W) AD(       ) 3
 EX0531  NAD 27      -  35 52 37.17900(N)    075 40 08.14700(W) AD(       ) 3
 EX0531
 EX0531.Superseded values are not recommended for survey control.
 EX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0531.See file dsdata.txt to determine how the superseded data were derived.
 EX0531
 EX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3965270530(NAD 83)
 EX0531_MARKER: DS = TRIANGULATION STATION DISK
 EX0531_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EX0531_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EX0531
 EX0531  HISTORY     - Date     Condition        Report By
 EX0531  HISTORY     - 1933     MONUMENTED       CGS
 EX0531  HISTORY     - 1950     GOOD             CGS
 EX0531  HISTORY     - 1962     MARK NOT FOUND   CGS
 EX0531
 EX0531                          STATION DESCRIPTION
 EX0531
 EX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0531'ON WEST SIDE OF ROANOKE ISLAND, NEAR MORE EASTERLY LIMITS OF ASHBY
 EX0531'HARBOR, ABOUT 0.25 MILE NORTH OF OLD STATION ASHBY, BETWEEN WATER
 EX0531'LINE AND LARGE RESIDENCE, 50 METERS (164 FEET) FROM RESIDENCE, AND 12
 EX0531'METERS (39 FEET ) FROM EDGE OF WATER.  SURFACE MARK IS STANDARD
 EX0531'DISK IN CONCRETE IN TOP OF TILE.  REFERENCE MARKS ARE
 EX0531'STANDARD DISKS IN CONCRETE IN TOP OF TILE.  REFERENCE
 EX0531'MARK NO.1 IS 26.29 METERS (86.3 FEET) FROM STATION.
 EX0531'REFERENCE MARK NO.2 IS 11.67 METERS (38.3 FEET)
 EX0531'FROM STATION.
 EX0531'
 EX0531'HEIGHT OF SIGNAL ABOVE STATION MARK 3.5 METERS.
 EX0531
 EX0531                          STATION RECOVERY (1950)
 EX0531
 EX0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EX0531'STATION FOUND IN FAIR CONDITION, ABOUT ONE THIRD WASHED OUT.
 EX0531'
 EX0531'REFERENCE MARK NO.2 RECOVERED IN GOOD CONDITION, DISTANCE CHECKED
 EX0531'WITH STEEL TAPE AND FOUND TO BE CORRECT.
 EX0531'
 EX0531'REFERENCE MARK NO.1 FOUND WITH TOP BROKEN OFF AND DESTROYED.
 EX0531'
 EX0531'DESCRIPTION INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 EX0531'
 EX0531'LOCATED ON WEST SIDE OF ROANOKE ISLAND NEAR MOST EASTERLY LIMITS OF
 EX0531'ASHBY HARBOR, ON THE NORTH BANK OF A DRAINAGE DITCH, 248.0 FEET
 EX0531'SOUTH OF THE E SOUTHWEST CORNER OF LARGE TWO STORY FRAME DWELLING,
 EX0531'30.0 FEET NORTH OF SHORE LINE AND ABOUT 54 FEET SOUTHEAST OF A
 EX0531'SMALL CLUMP OF PINES ON EDGE OF WATER AND PROJECTS FIFTEEN INCHES.
 EX0531'STAMPED ASH, 1933.
 EX0531'
 EX0531'REFERENCE MARK NO 2 IS 156.5 FEET SOUTHWEST OF THE SOUTH GABLE OF A
 EX0531'LARGE BARN, 22.0 FEET NORTH OF THE NORTH BANK OF A DRAINAGE DITCH
 EX0531'AND 57.0 FEET NORTH OF SHORELINE AND PROJECTS TWO INCHES.  STAMPED
 EX0531'ASH NO 2, 1933.
 EX0531
 EX0531                          STATION RECOVERY (1962)
 EX0531
 EX0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0531'DESCRIBED LOCATION OF ALL MARKS FALLS NOW ABOUT 5 OR 10 YARDS OUT
 EX0531'INTO THE WATER OF CROATAN SOUND.  THE BEACH IS REPORTEDLY AND
 EX0531'OBVIOUSLY ERODED BY STORMS REPORTEDLY OF THE LAST EIGHT YEARS.
 EX0531'NO EVIDENCE OF THE MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3982 ***********************************************************************
 EY3982  DESIGNATION -  ASH
 EY3982  PID         -  EY3982
 EY3982  STATE/COUNTY-  NC/BEAUFORT
 EY3982  USGS QUAD   -  BELHAVEN (1974)
 EY3982
 EY3982                         *CURRENT SURVEY CONTROL
 EY3982  ___________________________________________________________________
 EY3982* NAD 83(2001)-  35 31 50.52574(N)    076 31 12.25199(W)     ADJUSTED  
 EY3982* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3982  ___________________________________________________________________
 EY3982  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EY3982  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3982  HORZ ORDER  -  THIRD
 EY3982
 EY3982.The horizontal coordinates were established by classical geodetic methods
 EY3982.and adjusted by the National Geodetic Survey in August 2005.
 EY3982
 EY3982.The orthometric height was scaled from a topographic map.
 EY3982
 EY3982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3982
 EY3982.The geoid height was determined by GEOID03.
 EY3982
 EY3982;                    North         East     Units Scale Factor Converg.
 EY3982;SPC NC       -   200,343.195   834,468.720   MT  0.99988440   +1 25 52.8
 EY3982;SPC NC       -   657,292.63  2,737,752.79   sFT  0.99988440   +1 25 52.8
 EY3982;UTM  18      - 3,932,960.964   362,187.324   MT  0.99983405   -0 53 00.6
 EY3982
 EY3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3982!SPC NC       -   1.00000591  x   0.99988440  =   0.99989031
 EY3982!UTM  18      -   1.00000591  x   0.99983405  =   0.99983996
 EY3982
 EY3982|---------------------------------------------------------------------|
 EY3982| PID    Reference Object                     Distance      Geod. Az  |
 EY3982|                                                           dddmmss.s |
 EY3982| EY4734 ASH RM 2                             20.413 METERS 01448     |
 EY3982| EY3287 INTRACOASTAL WATERWAY BCN 24        APPROX. 3.6 KM 0801909.8 |
 EY3982| EY3288 INTRACOASTAL WATERWAY BCN 25        APPROX. 2.4 KM 1250511.2 |
 EY3982| EY4001 MARSH                                75.583 METERS 13217     |
 EY3982| EY4733 ASH RM 1                             25.827 METERS 28710     |
 EY3982|---------------------------------------------------------------------|
 EY3982
 EY3982                          SUPERSEDED SURVEY CONTROL
 EY3982
 EY3982  NAD 83(1986)-  35 31 50.53455(N)    076 31 12.26428(W) AD(       ) 3
 EY3982  NAD 27      -  35 31 49.93700(N)    076 31 13.52800(W) AD(       ) 3
 EY3982
 EY3982.Superseded values are not recommended for survey control.
 EY3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3982.See file dsdata.txt to determine how the superseded data were derived.
 EY3982
 EY3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6218732961(NAD 83)
 EY3982_MARKER: DS = TRIANGULATION STATION DISK
 EY3982_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3982_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3982
 EY3982  HISTORY     - Date     Condition        Report By
 EY3982  HISTORY     - 1934     MONUMENTED       CGS
 EY3982  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3982
 EY3982                          STATION DESCRIPTION
 EY3982
 EY3982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3982'STATION IS ON THE NORTHERN SHORE OF THE PUNGO RIVER, 5 MILES E
 EY3982'OF BELHAVEN ON THE FIRST POINT E OF UPPER DOWRY CREEK (0.7 MILE),
 EY3982'ON THE WESTERN SIDE OF THE POINT, 50 YARDS NE OF HIGH WATER,
 EY3982'17 YARDS S OF BRUSH LINE OF FASTLAND, 60 YARDS S OF TREE LINE,
 EY3982'90 YARDS FROM END OF POINT.
 EY3982'
 EY3982'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3982'CONCRETE IN THE TOP OF TILE.
 EY3982'
 EY3982'REFERENCE MARKS ARE NEAR FASTLAND AND PROJECT 4 INCHES ABOVE
 EY3982'SURFACE OF GROUND.
 EY3982
 EY3982                          STATION RECOVERY (1949)
 EY3982
 EY3982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3982'STATION BELIEVED LOST DUE TO EROSION.  HOWEVER, THE INADEQUACY
 EY3982'OF THE ORIGINAL DESCRIPTION MAKES A CLOSE CHECK IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3212 ***********************************************************************
 FY3212  DESIGNATION -  ASH
 FY3212  PID         -  FY3212
 FY3212  STATE/COUNTY-  NC/ORANGE
 FY3212  USGS QUAD   -  EFLAND (1994)
 FY3212
 FY3212                         *CURRENT SURVEY CONTROL
 FY3212  ___________________________________________________________________
 FY3212* NAD 83(2001)-  36 04 08.37882(N)    079 09 02.15297(W)     ADJUSTED  
 FY3212* NAVD 88     -       190.5    (meters)     625.     (feet)  VERTCON   
 FY3212  ___________________________________________________________________
 FY3212  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 FY3212  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 FY3212  HORZ ORDER  -  SECOND
 FY3212
 FY3212.The horizontal coordinates were established by classical geodetic methods
 FY3212.and adjusted by the National Geodetic Survey in August 2005.
 FY3212
 FY3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3212
 FY3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3212
 FY3212.The geoid height was determined by GEOID03.
 FY3212
 FY3212;                    North         East     Units Scale Factor Converg.
 FY3212;SPC NC       -   257,266.305   596,034.937   MT  0.99997420   -0 05 12.9
 FY3212;SPC NC       -   844,047.87  1,955,491.29   sFT  0.99997420   -0 05 12.9
 FY3212;UTM  17      - 3,993,183.796   666,545.843   MT  0.99994178   +1 05 20.8
 FY3212
 FY3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3212!SPC NC       -   0.99997488  x   0.99997420  =   0.99994908
 FY3212!UTM  17      -   0.99997488  x   0.99994178  =   0.99991666
 FY3212
 FY3212                          SUPERSEDED SURVEY CONTROL
 FY3212
 FY3212  NAD 83(1993)-  36 04 08.38171(N)    079 09 02.16190(W) AD(       ) 2
 FY3212  NAD 83(1986)-  36 04 08.38125(N)    079 09 02.16266(W) AD(       ) 2
 FY3212  NAD 27      -  36 04 07.88390(N)    079 09 03.10878(W) AD(       ) 2
 FY3212  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG    3  
 FY3212
 FY3212.Superseded values are not recommended for survey control.
 FY3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3212.See file dsdata.txt to determine how the superseded data were derived.
 FY3212
 FY3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6654693184(NAD 83)
 FY3212_MARKER: DE = TRAVERSE STATION DISK
 FY3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3212_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3212+STABILITY: SURFACE MOTION
 FY3212
 FY3212  HISTORY     - Date     Condition        Report By
 FY3212  HISTORY     - 1963     MONUMENTED       NCGS
 FY3212  HISTORY     - 1977     SEE DESCRIPTION  NCDOT
 FY3212  HISTORY     - 1983     MARK NOT FOUND   NCGS
 FY3212  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 FY3212
 FY3212                          STATION DESCRIPTION
 FY3212
 FY3212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY3212'ASH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3212'THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY3212'
 FY3212'ASH IS 2.8 MILE W OF HILLSBORO, LOCATED 1.0 MILE NW ALONG
 FY3212'I 85 FROM BRIDGE ON SR 1134.  0.5 MILES E OF Y INTERSECTION OF
 FY3212'E BOUND LANE OF I 85 AND OLD U.S. 70 BYPASS.  APPROXIMATELY 250
 FY3212'FT E OF BRIDGE ON I 85 OVER SR 1146.  ON S SIDE OF MEDIAN.
 FY3212'
 FY3212'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3212'ASH 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3212'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 FY3212'
 FY3212'MARK IS
 FY3212'
 FY3212'20.0 FT N OF C/L OF E BOUND LANE OF I-85
 FY3212'
 FY3212'40.0 FT S OF C/L OF W BOUND LANE OF I-85
 FY3212'
 FY3212'36.0 FT ESE OF SE CORNER OF FIRST CULVERT E OF BRIDGE OVER SR 1146
 FY3212'
 FY3212'38.8 FT NE OF S END OF THE 7 IN HWY. STA. 72 ON PAVEMENT OF
 FY3212'E BOUND LANE OF I-85
 FY3212'
 FY3212'63.8 FT NW OF S END OF THE 7 IN HWY. STA. 73 IN PAVEMENT OF
 FY3212'E BOUND LANE OF I-85
 FY3212'
 FY3212'47.1 FT SE OF N END OF THE 7 IN HWY. STA. 72 IN PAVEMENT OF
 FY3212'W BOUND LANE OF I-85
 FY3212'
 FY3212'69.0 FT SW OF N END OF 7 IN HWY. STA. 73 IN PAVEMENT OF W
 FY3212'BOUND LANE OF I-85
 FY3212'
 FY3212'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3212
 FY3212                          STATION RECOVERY (1977)
 FY3212
 FY3212'RECOVERY NOTE BY 
NC DOT 1977 (JMS)
 FY3212'THE STATION WAS REPORTED DESTROYED.  A MONUMENT WAS FOUND IN THE
 FY3212'PROPER LOCATION WITH THE TOP BROKEN OFF.
 FY3212
 FY3212                          STATION RECOVERY (1983)
 FY3212
 FY3212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH)
 FY3212'THE STATION NOT RECOVERED AT THIS DATE.
 FY3212'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE DESCRIPTION IS
 FY3212'INADEQUATE FOR LOCATING THE MONUMENT.
 FY3212'
 FY3212'NCGS
 FY3212
 FY3212                          STATION RECOVERY (2004)
 FY3212
 FY3212'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3212'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY3212'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK4518 ***********************************************************************
 DK4518  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4518  DESIGNATION -  ASH LITTLE
 DK4518  PID         -  DK4518
 DK4518  STATE/COUNTY-  NC/BRUNSWICK
 DK4518  USGS QUAD   -  CALABASH (1990)
 DK4518
 DK4518                         *CURRENT SURVEY CONTROL
 DK4518  ___________________________________________________________________
 DK4518* NAD 83(2007)-  33 59 43.92982(N)    078 34 47.09536(W)     ADJUSTED  
 DK4518* NAVD 88     -        12.59   (meters)      41.3    (feet)  GPS OBS   
 DK4518  ___________________________________________________________________
 DK4518  EPOCH DATE  -        2002.00
 DK4518  X           -   1,048,136.401 (meters)                     COMP
 DK4518  Y           -  -5,188,711.417 (meters)                     COMP
 DK4518  Z           -   3,546,023.386 (meters)                     COMP
 DK4518  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DK4518  ELLIP HEIGHT-         -22.657 (meters)          (04/30/08) ADJUSTED
 DK4518  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 DK4518  HORZ ORDER  -  FIRST
 DK4518  ELLP ORDER  -  FOURTH    CLASS I
 DK4518
 DK4518.The horizontal coordinates were established by GPS observations
 DK4518.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 DK4518
 DK4518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4518.The horizontal coordinates are valid at the epoch date displayed above.
 DK4518.The epoch date for horizontal control is a decimal equivalence
 DK4518.of Year/Month/Day.
 DK4518
 DK4518.The orthometric height was determined by GPS observations and a
 DK4518.high-resolution geoid model.
 DK4518.The orthometric height was determined by GPS observations and a
 DK4518.high-resolution geoid model using precise GPS observation and
 DK4518.processing techniques.
 DK4518
 DK4518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4518
 DK4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4518
 DK4518.The ellipsoidal height was determined by GPS observations
 DK4518.and is referenced to NAD 83.
 DK4518
 DK4518.The geoid height was determined by GEOID03.
 DK4518
 DK4518;                    North         East     Units Scale Factor Converg.
 DK4518;SPC NC       -    27,321.436   648,432.256   MT  1.00011065   +0 14 33.2
 DK4518;SPC NC       -    89,637.08  2,127,398.16   sFT  1.00011065   +0 14 33.2
 DK4518;UTM  17      - 3,764,301.809   723,541.764   MT  1.00021605   +1 21 13.7
 DK4518
 DK4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4518!SPC NC       -   1.00000356  x   1.00011065  =   1.00011421
 DK4518!UTM  17      -   1.00000356  x   1.00021605  =   1.00021961
 DK4518
 DK4518                          SUPERSEDED SURVEY CONTROL
 DK4518
 DK4518.No superseded survey control is available for this station.
 DK4518
 DK4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2354264302(NAD 83)
 DK4518_MARKER: DD = SURVEY DISK
 DK4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4518_STAMPING: ASH LITTLE 2007
 DK4518_MARK LOGO: SCGS  
 DK4518_PROJECTION: FLUSH
 DK4518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4518+STABILITY: SURFACE MOTION
 DK4518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4518+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DK4518
 DK4518  HISTORY     - Date     Condition        Report By
 DK4518  HISTORY     - 20070104 MONUMENTED       SCGS
 DK4518
 DK4518                          STATION DESCRIPTION
 DK4518
 DK4518'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2007
 DK4518'STATION IS LOCATED 6.7 MI (10.8 KM) NORTH OF CALABASH, 8.7 MI (14.0
 DK4518'KM) NORTH NORTHEAST OF LITTLE RIVER.  OWNERSHIP--NCDOT RIGHT OF WAY.
 DK4518' 
 DK4518'TO REACH THE STATION FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 904
 DK4518'(SWAMPFOX ROAD) AND 905 (SEVEN CREEKS ROAD), 9.25 MI (14.9 KM) NORTH
 DK4518'NORTHWEST OF CALABASH, GO SOUTHEAST ON HIGHWAY 904 FOR 4.75 MI (7.6
 DK4518'KM) TO THE JUNCTION OF STATE ROAD 1300 (ASH-LITTLE RIVER ROAD), TURN
 DK4518'RIGHT ON ROAD 1300 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT NEAR
 DK4518'A BRICK SIGN FOR FRIENDSHIP BAPTIST CHURCH. STATION IS A CONCRETE POST
 DK4518'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD, 24.0 FT (7.3 M)
 DK4518'SOUTHEAST OF THE CENTER OF THE ROAD, 13.3 FT (4.1 M) NORTH-NORTHWEST
 DK4518'OF THE WEST CORNER OF THE METAL BASE OF THE SIGN, 64.6 FT (19.7 M)
 DK4518'NORTHWEST OF THE NORTH CORNER OF THE CHURCH, 58.2 FT (17.7 M)
 DK4518'NORTHEAST OF THE CENTER OF THE SOUTHWEST ONE OF THREE CHURCH
 DK4518'DRIVEWAYS, 72.4 FT (22.1 M) WEST OF A FLAGPOLE.   DESCRIBED BY J.B.
 DK4518'SMOAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3022 ***********************************************************************
 FB3022  DESIGNATION -  ASHAIR
 FB3022  PID         -  FB3022
 FB3022  STATE/COUNTY-  NC/BUNCOMBE
 FB3022  USGS QUAD   -  SKYLAND (1991)
 FB3022
 FB3022                         *CURRENT SURVEY CONTROL
 FB3022  ___________________________________________________________________
 FB3022* NAD 83(2001)-  35 26 09.42114(N)    082 32 13.95022(W)     ADJUSTED  
 FB3022* NAVD 88     -       654.25   (+/-2cm)    2146.5    (feet)  VERTCON   
 FB3022  ___________________________________________________________________
 FB3022  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 FB3022  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB3022  HORZ ORDER  -  SECOND
 FB3022  VERT ORDER  -  THIRD ? (See Below)
 FB3022
 FB3022.This mark is at Asheville Airport (AVL)
 FB3022
 FB3022.The horizontal coordinates were established by classical geodetic methods
 FB3022.and adjusted by the National Geodetic Survey in August 2005.
 FB3022
 FB3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3022.The vertical order pertains to the NGVD 29 superseded value.
 FB3022
 FB3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3022
 FB3022.The geoid height was determined by GEOID03.
 FB3022
 FB3022;                    North         East     Units Scale Factor Converg.
 FB3022;SPC NC       -   192,743.841   288,525.114   MT  0.99987774   -2 02 29.7
 FB3022;SPC NC       -   632,360.42    946,602.81   sFT  0.99987774   -2 02 29.7
 FB3022;UTM  17      - 3,922,475.421   360,469.689   MT  0.99983992   -0 53 29.1
 FB3022
 FB3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3022!SPC NC       -   0.99990204  x   0.99987774  =   0.99977979
 FB3022!UTM  17      -   0.99990204  x   0.99983992  =   0.99974197
 FB3022
 FB3022:                Primary Azimuth Mark                     Grid Az
 FB3022:SPC NC       -  PORT                                     016 14 51.4
 FB3022:UTM  17      -  PORT                                     015 05 50.8
 FB3022
 FB3022|---------------------------------------------------------------------|
 FB3022| PID    Reference Object                     Distance      Geod. Az  |
 FB3022|                                                           dddmmss.s |
 FB3022| FB3004 PORT                                APPROX. 0.6 KM 0141221.7 |
 FB3022| FB3028 PORT NCGS 1967 PTA                  APPROX. 0.6 KM 0141212.7 |
 FB3022| FB3346 ASHAIR RM 1                          11.961 METERS 05134     |
 FB3022| FB2989 AIR                                  22.576 METERS 27340     |
 FB3022|---------------------------------------------------------------------|
 FB3022
 FB3022                          SUPERSEDED SURVEY CONTROL
 FB3022
 FB3022  NAD 83(1995)-  35 26 09.42560(N)    082 32 13.94950(W) AD(       ) 2
 FB3022  NAD 83(1986)-  35 26 09.42714(N)    082 32 13.94738(W) AD(       ) 2
 FB3022  NAD 27      -  35 26 09.01705(N)    082 32 14.50367(W) AD(       ) 2
 FB3022  NGVD 29 (07/19/86)  654.29   (m)         2146.6    (f) LEVELING    3  
 FB3022
 FB3022.Superseded values are not recommended for survey control.
 FB3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3022.See file dsdata.txt to determine how the superseded data were derived.
 FB3022
 FB3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6047022475(NAD 83)
 FB3022_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3022_STAMPING: ASHAIR 1980
 FB3022_MARK LOGO: NGS   
 FB3022_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3022+STABILITY: SURFACE MOTION
 FB3022
 FB3022  HISTORY     - Date     Condition        Report By
 FB3022  HISTORY     - 1980     MONUMENTED       NGS
 FB3022  HISTORY     - 19860101 GOOD             NCGS
 FB3022  HISTORY     - 19940708 SEE DESCRIPTION  NCGS
 FB3022
 FB3022                          STATION DESCRIPTION
 FB3022
 FB3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (BRL)
 FB3022'THE STATION IS LOCATED 17-1/2 KM SOUTH OF ASHEVILLE, IN THE VERY
 FB3022'SOUTHERN TIP OF BUNCOMBE COUNTY, AT THE ASHEVILLE MUNICIPAL
 FB3022'AIRPORT, AND ON AIRPORT PROPERTY.
 FB3022'
 FB3022'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 26 PASSES
 FB3022'UNDER U.S. HIGHWAY 25 JUST SOUTHWEST OF FLETCHER, GO
 FB3022'NORTHWESTERLY ON INTERSTATE HIGHWAY 26 FOR 5 KM (3.1 MI) TO THE
 FB3022'AIRPORT EXIT.  BEAR RIGHT ON THE EXIT RAMP FOR 0.3 KM (0.2 MI) TO
 FB3022'AIRPORT ROAD.  TURN LEFT ON AIRPORT ROAD FOR 0.1 KM (0.05 MI) TO
 FB3022'STATION PORT NCGS 1967 ON THE RIGHT, WHICH SERVES AS THE
 FB3022'AZIMUTH MARK.  CONTINUE AHEAD FOR 0.4 KM (0.3 MI) TO
 FB3022'MUNICIPAL AIRPORT ROAD ENTRANCE ON THE RIGHT.  TURN
 FB3022'RIGHT FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 FB3022'
 FB3022'THE STATION IS A STANDARD NGS DISK
 FB3022'STAMPED---ASHAIR 1980---,
 FB3022'SET INTO THE TOP OF A PVC PIPE 12 CM IN DIAMETER FILLED
 FB3022'WITH CONCRETE
 FB3022'FLUSH WITH GROUND.  IT IS LOCATED
 FB3022'8.8 METERS EAST FROM THE CENTER OF THE ROAD LEADING TO THE
 FB3022'LOT,
 FB3022'8.4 METERS SOUTH FROM THE CENTER OF THE ROAD LEADING TO THE
 FB3022'TERMINAL,
 FB3022'4.4 METERS NORTH FROM THE CHAIN LINK FENCE AND
 FB3022'4.1 METERS WEST FROM A CONCRETE LINED DITCH.
 FB3022'
 FB3022'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FB3022'STAMPED---ASHAIR NO 1 1980---,
 FB3022'SET INTO THE TOP OF A PVC PIPE 12 CM IN DIAMETER FILLED
 FB3022'WITH CONCRETE
 FB3022'FLUSH WITH GROUND.  IT IS LOCATED
 FB3022'8.7 METERS SOUTH FROM THE CENTER OF THE ROAD LEADING TO THE
 FB3022'TERMINAL,
 FB3022'7.8 METERS WEST FROM A CONCRETE LINED DITCH AND
 FB3022'4.8 METERS NORTH FROM THE CHAIN LINK FENCE.
 FB3022'MARK IS LEVEL WITH STATION.
 FB3022'
 FB3022'AIR NCGS 1967 IS A STANDARD NCGS DISK
 FB3022'STAMPED---AIR 1967---,
 FB3022'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB3022'FLUSH WITH GROUND.  IT IS LOCATED
 FB3022'13.85 METERS EAST FROM A BRICK ASHEVILLE AIRPORT SIGN,
 FB3022'10.2 METERS NORTHEAST FROM THE CENTER OF THE ROAD LEADING TO THE
 FB3022'TERMINAL,
 FB3022'10.0 METERS SOUTH FROM THE CENTER OF THE ROAD LEADING TO THE
 FB3022'RUNWAYS AND
 FB3022'1.8 METERS EAST FROM A STEEL COVER OF A CULVERT DRAIN.
 FB3022'MARK IS LEVEL WITH STATION.
 FB3022'
 FB3022'PORT NCGS 1967 IS A STANDARD NCGS DISK
 FB3022'STAMPED---PORT 1967---,
 FB3022'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 FB3022'FLUSH WITH GROUND.  IT IS LOCATED
 FB3022'6.2 METERS NORTHWEST FROM THE CENTER OF AIRPORT ROAD,
 FB3022'1.8 METERS WEST-SOUTHWEST FROM AN NCGS WOOD WITNESS POST,
 FB3022'1.3 METERS NORTH FROM THE NORTHEAST END OF THE CONCRETE
 FB3022'BRIDGE RAIL AND
 FB3022'1.1 METERS NORTHWEST FROM A STEEL GUARD RAIL.
 FB3022'
 FB3022'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB3022
 FB3022                          STATION RECOVERY (1986)
 FB3022
 FB3022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3022'RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE NOT LOOKED FOR AT THIS
 FB3022'TIME.
 FB3022
 FB3022                          STATION RECOVERY (1994)
 FB3022
 FB3022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3022'STATION AND RM 1 NOT FOUND, PROBABLY DESTROYED BY PARKING LOT
 FB3022'EXPANSION CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0510 ***********************************************************************
 EX0510  DESIGNATION -  ASHBY
 EX0510  PID         -  EX0510
 EX0510  STATE/COUNTY-  NC/DARE
 EX0510  USGS QUAD   -  WANCHESE (1983)
 EX0510
 EX0510                         *CURRENT SURVEY CONTROL
 EX0510  ___________________________________________________________________
 EX0510* NAD 83(2001)-  35 52 23.73306(N)    075 40 13.99814(W)     ADJUSTED  
 EX0510* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0510  ___________________________________________________________________
 EX0510  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EX0510  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 EX0510  HORZ ORDER  -  THIRD
 EX0510
 EX0510.The horizontal coordinates were established by classical geodetic methods
 EX0510.and adjusted by the National Geodetic Survey in August 2005.
 EX0510
 EX0510.The orthometric height was scaled from a topographic map.
 EX0510
 EX0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0510
 EX0510.The geoid height was determined by GEOID03.
 EX0510
 EX0510;                    North         East     Units Scale Factor Converg.
 EX0510;SPC NC       -   240,579.994   910,198.840   MT  0.99993131   +1 55 18.0
 EX0510;SPC NC       -   789,302.86  2,986,210.69   sFT  0.99993131   +1 55 18.0
 EX0510;UTM  18      - 3,970,098.768   439,467.478   MT  0.99964515   -0 23 34.6
 EX0510
 EX0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0510!SPC NC       -   1.00000617  x   0.99993131  =   0.99993748
 EX0510!UTM  18      -   1.00000617  x   0.99964515  =   0.99965132
 EX0510
 EX0510:                Primary Azimuth Mark                     Grid Az
 EX0510:SPC NC       -  ROANOKE MARSHES LH                       199 43 01.6
 EX0510:UTM  18      -  ROANOKE MARSHES LH                       202 01 54.2
 EX0510
 EX0510|---------------------------------------------------------------------|
 EX0510| PID    Reference Object                     Distance      Geod. Az  |
 EX0510|                                                           dddmmss.s |
 EX0510| EX0522 ROANOKE MARSHES LH                  APPROX. 7.4 KM 2013819.6 |
 EX0510| EX0517 DARE                                APPROX. 7.0 KM 2345353.1 |
 EX0510|---------------------------------------------------------------------|
 EX0510
 EX0510                          SUPERSEDED SURVEY CONTROL
 EX0510
 EX0510  NAD 83(1986)-  35 52 23.75028(N)    075 40 14.00670(W) AD(       ) 3
 EX0510  NAD 27      -  35 52 23.14000(N)    075 40 15.38000(W) AD(       ) 3
 EX0510
 EX0510.Superseded values are not recommended for survey control.
 EX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0510.See file dsdata.txt to determine how the superseded data were derived.
 EX0510
 EX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3946770099(NAD 83)
 EX0510_MARK LOGO: CGS   
 EX0510
 EX0510  HISTORY     - Date     Condition        Report By
 EX0510  HISTORY     - 1915     MONUMENTED       CGS
 EX0510  HISTORY     - 1933     MARK NOT FOUND   CGS
 EX0510
 EX0510                          STATION DESCRIPTION
 EX0510
 EX0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0510'THIS STATION WAS NOT FOUND.  A THOROUGH SEARCH FOR THIS STATION
 EX0510'AND THE NEARBY STATION OF ASHBY HARBOR WITH ITS REFERENCE MARKS
 EX0510'FAILED TO REVEAL ANY OF THEM.  THE SHORELINE HAS ERODED ABOUT
 EX0510'100 YARDS ACCORDING TO LOCAL INFORMATION.
 EX0510'
 EX0510'A NEW STATION, ASH, WAS ESTABLISHED ABOUT 1/4 MILE TO THE
 EX0510'NORTHWARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1407 ***********************************************************************
 EC1407  DESIGNATION -  ASHCRAFT
 EC1407  PID         -  EC1407
 EC1407  STATE/COUNTY-  NC/UNION
 EC1407  USGS QUAD   -  MARSHVILLE (1988)
 EC1407
 EC1407                         *CURRENT SURVEY CONTROL
 EC1407  ___________________________________________________________________
 EC1407* NAD 83(2001)-  34 54 00.88820(N)    080 19 48.37218(W)     ADJUSTED  
 EC1407* NAVD 88     -       150.6    (meters)     494.     (feet)  VERTCON   
 EC1407  ___________________________________________________________________
 EC1407  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EC1407  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EC1407  HORZ ORDER  -  SECOND
 EC1407
 EC1407.The horizontal coordinates were established by classical geodetic methods
 EC1407.and adjusted by the National Geodetic Survey in August 2005.
 EC1407
 EC1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1407
 EC1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1407
 EC1407.The geoid height was determined by GEOID03.
 EC1407
 EC1407;                    North         East     Units Scale Factor Converg.
 EC1407;SPC NC       -   128,411.644   488,048.196   MT  0.99989130   -0 46 03.7
 EC1407;SPC NC       -   421,297.20  1,601,204.79   sFT  0.99989130   -0 46 03.7
 EC1407;SPC SC       -   340,328.009   670,828.828   MT  1.00002447   +0 22 17.0
 EC1407;SPC SC       - 1,116,561.71  2,200,881.98   iFT  1.00002447   +0 22 17.0
 EC1407;UTM  17      - 3,862,185.613   561,203.753   MT  0.99964617   +0 22 59.9
 EC1407
 EC1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1407!SPC NC       -   0.99998116  x   0.99989130  =   0.99987246
 EC1407!SPC SC       -   0.99998116  x   1.00002447  =   1.00000563
 EC1407!UTM  17      -   0.99998116  x   0.99964617  =   0.99962733
 EC1407
 EC1407:                Primary Azimuth Mark                     Grid Az
 EC1407:SPC NC       -  HUGGINS                                  094 37 06.3
 EC1407:SPC SC       -  HUGGINS                                  093 28 45.6
 EC1407:UTM  17      -  HUGGINS                                  093 28 02.7
 EC1407
 EC1407|---------------------------------------------------------------------|
 EC1407| PID    Reference Object                     Distance      Geod. Az  |
 EC1407|                                                           dddmmss.s |
 EC1407| EC1406 HUGGINS                             490.427 METERS 0935102.6 |
 EC1407|---------------------------------------------------------------------|
 EC1407
 EC1407                          SUPERSEDED SURVEY CONTROL
 EC1407
 EC1407  NAD 83(1986)-  34 54 00.90181(N)    080 19 48.37897(W) AD(       ) 2
 EC1407  NAD 27      -  34 54 00.34571(N)    080 19 49.15342(W) AD(       ) 2
 EC1407  NGVD 29 (07/19/86)  150.8    (m)          495.     (f) VERT ANG    3  
 EC1407
 EC1407.Superseded values are not recommended for survey control.
 EC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1407.See file dsdata.txt to determine how the superseded data were derived.
 EC1407
 EC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6120462186(NAD 83)
 EC1407_MARKER: DE = TRAVERSE STATION DISK
 EC1407_SETTING: 0 = UNSPECIFIED SETTING
 EC1407_STAMPING: ASHCRAFT 1975
 EC1407_MARK LOGO: NCGS  
 EC1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC1407
 EC1407  HISTORY     - Date     Condition        Report By
 EC1407  HISTORY     - 1975     MONUMENTED       NCGS
 EC1407  HISTORY     - 19980501 MARK NOT FOUND   USPSQD
 EC1407
 EC1407                          STATION DESCRIPTION
 EC1407
 EC1407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EC1407'ASHCRAFT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EC1407'IN THE VICINITY OF MARSHVILLE, NORTH CAROLINA.
 EC1407'
 EC1407'ASHCRAFT IS LOCATED APPROXIMATELY 6.3 MILES SSE OF MARSHVILLE,
 EC1407'AND 7.3 MILES SSW OF PEACHLAND AND 13.5 MILES ESE OF MONROE.  TO
 EC1407'REACH STATION FROM INTERSECTION OF U.S. 74 WITH SR 1005 IN
 EC1407'MARSHVILLE, PROCEED SOUTH ALONG SR 1005 FOR 3.1 MILES TO
 EC1407'STURDIVANTS CROSSROADS, CONTINUE SOUTH ALONG SR 1005 FOR 0.4
 EC1407'MILE TO STATION ON RIGHT, AND IN SE EDGE OF YARD OF L. M.
 EC1407'ASHCRAFT RESIDENCE.
 EC1407'
 EC1407'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EC1407'ASHCRAFT 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT,
 EC1407'PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND, AND 2 FEET
 EC1407'HIGHER THAN SURFACE OF ROAD.
 EC1407'
 EC1407'MARK IS 24.95 FT WNW OF C/L OF SR 1005
 EC1407'
 EC1407'22.6 FT ENE OF PP 132 WITH TRANSFORMER AND ALUMINUM REF. TAG
 EC1407'
 EC1407'86.8 FT ESE OF NE CORNER OF SOUTHEASTERNMOST BARN
 EC1407'
 EC1407'45.2 FT SSW OF MAILBOX
 EC1407
 EC1407                          STATION RECOVERY (1998)
 EC1407
 EC1407'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0820 ***********************************************************************
 AI0820  DESIGNATION -  ASHE 2
 AI0820  PID         -  AI0820
 AI0820  STATE/COUNTY-  NC/ONSLOW
 AI0820  USGS QUAD   -  SNEADS FERRY (1988)
 AI0820
 AI0820                         *CURRENT SURVEY CONTROL
 AI0820  ___________________________________________________________________
 AI0820* NAD 83(2007)-  34 30 05.57604(N)    077 23 58.16973(W)     ADJUSTED  
 AI0820* NAVD 88     -         3.67   (meters)      12.0    (feet)  LEVELING  
 AI0820  ___________________________________________________________________
 AI0820  EPOCH DATE  -        2002.00
 AI0820  X           -   1,147,897.462 (meters)                     COMP
 AI0820  Y           -  -5,135,184.003 (meters)                     COMP
 AI0820  Z           -   3,592,414.445 (meters)                     COMP
 AI0820  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AI0820  ELLIP HEIGHT-         -33.715 (meters)          (02/10/07) ADJUSTED
 AI0820  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0820
 AI0820  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0820  Type    PID    Designation                      North   East  Ellip
 AI0820  -------------------------------------------------------------------
 AI0820  NETWORK AI0820 ASHE 2                            0.88   1.74   4.06
 AI0820  -------------------------------------------------------------------
 AI0820  VERT ORDER  -  THIRD
 AI0820
 AI0820.The horizontal coordinates were established by GPS observations
 AI0820.and adjusted by the National Geodetic Survey in February 2007.
 AI0820
 AI0820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0820.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0820.The horizontal coordinates are valid at the epoch date displayed above.
 AI0820.The epoch date for horizontal control is a decimal equivalence
 AI0820.of Year/Month/Day.
 AI0820
 AI0820.The orthometric height was determined by differential leveling.
 AI0820.The vertical network tie was performed by a horz. field party for horz.
 AI0820.obs reductions. Reset procedures were used to establish the elevation.
 AI0820
 AI0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0820
 AI0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0820
 AI0820.The ellipsoidal height was determined by GPS observations
 AI0820.and is referenced to NAD 83.
 AI0820
 AI0820.The geoid height was determined by GEOID03.
 AI0820
 AI0820;                    North         East     Units Scale Factor Converg.
 AI0820;SPC NC       -    84,556.078   756,576.572   MT  0.99995766   +0 55 25.6
 AI0820;SPC NC       -   277,414.40  2,482,201.64   sFT  0.99995766   +0 55 25.6
 AI0820;UTM  18      - 3,820,382.835   279,699.696   MT  1.00019824   -1 21 34.9
 AI0820
 AI0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0820!SPC NC       -   1.00000529  x   0.99995766  =   0.99996295
 AI0820!UTM  18      -   1.00000529  x   1.00019824  =   1.00020353
 AI0820
 AI0820:                Primary Azimuth Mark                     Grid Az
 AI0820:SPC NC       -  ASHE 2 AZ MK                             058 12 00.8
 AI0820:UTM  18      -  ASHE 2 AZ MK                             060 29 01.3
 AI0820
 AI0820|---------------------------------------------------------------------|
 AI0820| PID    Reference Object                     Distance      Geod. Az  |
 AI0820|                                                           dddmmss.s |
 AI0820| AI0863 ASHE 2 AZ MK                        APPROX. 0.5 KM 0590726.4 |
 AI0820| AI0888 ASHE 2 RM 3                          19.005 METERS 23950     |
 AI0820| AI0850 WAVES                               368.680 METERS 24036     |
 AI0820| AI0878 FOLKSTONE WRCM RADIO MAST           APPROX. 8.2 KM 2644753.7 |
 AI0820| EA2350 ASHE                                 28.254 METERS 33227     |
 AI0820| AI0887 ASHE 2 RM 4                          20.155 METERS 33227     |
 AI0820|---------------------------------------------------------------------|
 AI0820
 AI0820                          SUPERSEDED SURVEY CONTROL
 AI0820
 AI0820  NAD 83(2001)-  34 30 05.57680(N)    077 23 58.16845(W) AD(       ) 1
 AI0820  ELLIP H (03/13/03)  -33.724  (m)                       GP(       ) 4 2
 AI0820  NAD 83(1986)-  34 30 05.58853(N)    077 23 58.18076(W) AD(       ) 1
 AI0820
 AI0820.Superseded values are not recommended for survey control.
 AI0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0820.See file dsdata.txt to determine how the superseded data were derived.
 AI0820
 AI0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7970020383(NAD 83)
 AI0820_MARKER: DS = TRIANGULATION STATION DISK
 AI0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0820_STAMPING: ASHE 2 1988
 AI0820_MARK LOGO: NGS   
 AI0820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0820+STABILITY: SURFACE MOTION
 AI0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0820+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0820
 AI0820  HISTORY     - Date     Condition        Report By
 AI0820  HISTORY     - 1988     MONUMENTED       NCGS
 AI0820
 AI0820                          STATION DESCRIPTION
 AI0820
 AI0820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (GWT)
 AI0820'STATION IS LOCATED ABOUT 5.80 KM (3.60 MI) SOUTH OF SNEADS FERRY.
 AI0820'PROCEED ALONG NC 210 FOR 0.90 KM (0.55 MI) SOUTH FROM THE BRIDGE OVER
 AI0820'THE AIWW, THENCE NORTHEAST ALONG SR 1568 (NORTH TOPSAIL SHORES RD.)
 AI0820'FOR 2.70 KM (1.65 MI) TO STATION BETWEEN ROAD AND SHORELINE, EAST OF
 AI0820'VILLA CAPRIANI RESORT CONDOMINIUMS. MARK IS 5 FEET (1.5 M) HIGHER THAN
 AI0820'HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 8.99 M (29.49 FT)
 AI0820'SOUTH-SOUTHEAST OF THE CENTERLINE OF OLD SR 1568, 0.76 M (2.49 FT)
 AI0820'SOUTH-SOUTHEAST OF A WITNESS POST, 50.8 M (166.7 FT) EAST-SOUTHEAST OF
 AI0820'THE SOUTHEAST CORNER OF THE EAST MOST CONDO, AND 36.67 M (120.31 FT)
 AI0820'SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. REPORT OF 1997
 AI0820'SHOWS AREA SEVERELY ERODED-MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0863 ***********************************************************************
 AI0863  DESIGNATION -  ASHE 2 AZ MK
 AI0863  PID         -  AI0863
 AI0863  STATE/COUNTY-  NC/ONSLOW
 AI0863  USGS QUAD   -  SNEADS FERRY (1988)
 AI0863
 AI0863                         *CURRENT SURVEY CONTROL
 AI0863  ___________________________________________________________________
 AI0863* NAD 83(2001)-  34 30 14.46169(N)    077 23 40.21813(W)     ADJUSTED  
 AI0863* NAVD 88     -         1.87   (meters)       6.1    (feet)  LEVELING  
 AI0863  ___________________________________________________________________
 AI0863  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AI0863  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 AI0863  HORZ ORDER  -  SECOND
 AI0863  VERT ORDER  -  THIRD ?
 AI0863
 AI0863.The horizontal coordinates were established by classical geodetic methods
 AI0863.and adjusted by the National Geodetic Survey in August 2005.
 AI0863
 AI0863.The orthometric height was determined by differential leveling.
 AI0863.The vertical network tie was performed by a horz. field party for horz.
 AI0863.obs reductions. Reset procedures were used to establish the elevation.
 AI0863
 AI0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0863
 AI0863.The geoid height was determined by GEOID03.
 AI0863
 AI0863;                    North         East     Units Scale Factor Converg.
 AI0863;SPC NC       -    84,837.230   757,030.022   MT  0.99995710   +0 55 35.9
 AI0863;SPC NC       -   278,336.81  2,483,689.33   sFT  0.99995710   +0 55 35.9
 AI0863;UTM  18      - 3,820,645.759   280,164.099   MT  1.00019572   -1 21 25.0
 AI0863
 AI0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0863!SPC NC       -   1.00000557  x   0.99995710  =   0.99996267
 AI0863!UTM  18      -   1.00000557  x   1.00019572  =   1.00020130
 AI0863
 AI0863                          SUPERSEDED SURVEY CONTROL
 AI0863
 AI0863  NAD 83(1986)-  34 30 14.47342(N)    077 23 40.23046(W) AD(       ) 2
 AI0863
 AI0863.Superseded values are not recommended for survey control.
 AI0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0863.See file dsdata.txt to determine how the superseded data were derived.
 AI0863
 AI0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8016420646(NAD 83)
 AI0863_MARKER: DZ = AZIMUTH MARK DISK
 AI0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0863_STAMPING: ASHE 2 1988
 AI0863_MARK LOGO: NGS   
 AI0863_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0863+STABILITY: SURFACE MOTION
 AI0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0863+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 AI0863
 AI0863  HISTORY     - Date     Condition        Report By
 AI0863  HISTORY     - 1988     MONUMENTED       NCGS
 AI0863  HISTORY     - 20050319 GOOD             USPSQD
 AI0863  HISTORY     - 20060327 GOOD             USPSQD
 AI0863
 AI0863                          STATION DESCRIPTION
 AI0863
 AI0863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (GWT)
 AI0863'STATION IS LOCATED ABOUT 5.50 KM (3.40 MI) SOUTH OF SNEADS FERRY.
 AI0863'PROCEED ALONG NC 210 FOR 0.90 KM (0.55 MI) SOUTH FROM THE NC 210
 AI0863'BRIDGE OVER THE AIWW, THENCE ALONG SR 1568 (NORTH TOPSAIL SHORES RD.)
 AI0863'FOR 3.1 KM (1.90 MI) TO STATION IN SHOULDER BETWEEN TWO THREE STORY
 AI0863'HOUSES. MARK IS ABOUT LEVEL WITH THE OLD ROAD AND IS RECESSED 3 INCHES
 AI0863'BELOW GROUND. LOCATED 24.9 FT (7.6 M) NORTH-NORTHWEST OF THE
 AI0863'CENTERLINE OF OLD SR 1568, 99.02 FT (30.18 M) SOUTHWEST OF THE EAST
 AI0863'CORNER OF A THREE STORY FRAME HOUSE (NO. 368), 1.8 FT (0.5 M)
 AI0863'SOUTH-SOUTHEAST OF A WITNESS SIGN, 21.1 FT (6.4 M) SOUTHEAST OF A
 AI0863'TELEPHONE PEDESTAL (48EER1), 83 FT (25.3 M) EAST-NORTHEAST OF A
 AI0863'CONCRETE DRIVE TO HOUSE NO. 327--AND 99.7 FT (30.4 M) SOUTH-SOUTHWEST
 AI0863'OF A POWER POLE WITH A TRANSFORMER AND 2 GUY WIRES, 44.4 FT (13.5 M)
 AI0863'SOUTHWEST OF A LIGHT POLE--BOTH WITH REFERENCE TAGS.
 AI0863
 AI0863                          STATION RECOVERY (2005)
 AI0863
 AI0863'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0863'RECOVERED IN GOOD CONDITION.
 AI0863
 AI0863                          STATION RECOVERY (2006)
 AI0863
 AI0863'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0888 ***********************************************************************
 AI0888  DESIGNATION -  ASHE 2 RM 3
 AI0888  PID         -  AI0888
 AI0888  STATE/COUNTY-  NC/ONSLOW
 AI0888  USGS QUAD   -  SNEADS FERRY (1988)
 AI0888
 AI0888                         *CURRENT SURVEY CONTROL
 AI0888  ___________________________________________________________________
 AI0888* NAD 83(2001)-  34 30 05.26681(N)    077 23 58.81248(W)     ADJUSTED  
 AI0888* NAVD 88     -         3.00   (meters)       9.8    (feet)  LEVELING  
 AI0888  ___________________________________________________________________
 AI0888  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AI0888  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0888  HORZ ORDER  -  SECOND
 AI0888  VERT ORDER  -  THIRD ?
 AI0888
 AI0888.The horizontal coordinates were established by classical geodetic methods
 AI0888.and adjusted by the National Geodetic Survey in August 2005.
 AI0888
 AI0888.The orthometric height was determined by differential leveling.
 AI0888.The vertical network tie was performed by a horz. field party for horz.
 AI0888.obs reductions. Reset procedures were used to establish the elevation.
 AI0888
 AI0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0888
 AI0888.The geoid height was determined by GEOID03.
 AI0888
 AI0888;                    North         East     Units Scale Factor Converg.
 AI0888;SPC NC       -    84,546.286   756,560.332   MT  0.99995768   +0 55 25.2
 AI0888;SPC NC       -   277,382.27  2,482,148.36   sFT  0.99995768   +0 55 25.2
 AI0888;UTM  18      - 3,820,373.696   279,683.074   MT  1.00019833   -1 21 35.2
 AI0888
 AI0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0888!SPC NC       -   1.00000540  x   0.99995768  =   0.99996308
 AI0888!UTM  18      -   1.00000540  x   1.00019833  =   1.00020373
 AI0888
 AI0888                          SUPERSEDED SURVEY CONTROL
 AI0888
 AI0888  NAD 83(1986)-  34 30 05.27853(N)    077 23 58.82480(W) AD(       ) 2
 AI0888
 AI0888.Superseded values are not recommended for survey control.
 AI0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0888.See file dsdata.txt to determine how the superseded data were derived.
 AI0888
 AI0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7968320374(NAD 83)
 AI0888_MARKER: DR = REFERENCE MARK DISK
 AI0888_SETTING: 0 = UNSPECIFIED SETTING
 AI0888_STAMPING: ASHE 2 NO 3 1988
 AI0888_MARK LOGO: NGS   
 AI0888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0888
 AI0888  HISTORY     - Date     Condition        Report By
 AI0888  HISTORY     - 1988     MONUMENTED       NCGS
 AI0888  HISTORY     - 19880101 GOOD             NCGS
 AI0888
 AI0888                          STATION DESCRIPTION
 AI0888
 AI0888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AI0888'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTH OF SNEADS FERRY.
 AI0888'PROCEED SOUTH ALONG NC 210 FROM NC 172 (SOUTH OF SNEADS FERRY) FOR 2.3
 AI0888'MI (3.7 KM) TO SR 1568, THENCE NORTHEAST ALONG SR 1568 FOR 1.7 MI (2.7
 AI0888'KM) TO THE STATION, BETWEEN THE SHORELINE AND VILLA CAPRIANI
 AI0888'CONDOMINIUMS. MARK IS 3-FEET BELOW THE STATION--ASHE 2--.  LOCATED
 AI0888'127.3 FT (38.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST MOST
 AI0888'CONDO. REPORT OF 1997 SHOWS EROSION FROM HURRICANE AND NO MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0887 ***********************************************************************
 AI0887  DESIGNATION -  ASHE 2 RM 4
 AI0887  PID         -  AI0887
 AI0887  STATE/COUNTY-  NC/ONSLOW
 AI0887  USGS QUAD   -  SNEADS FERRY (1988)
 AI0887
 AI0887                         *CURRENT SURVEY CONTROL
 AI0887  ___________________________________________________________________
 AI0887* NAD 83(2001)-  34 30 06.15675(N)    077 23 58.53381(W)     ADJUSTED  
 AI0887* NAVD 88     -         3.75   (meters)      12.3    (feet)  LEVELING  
 AI0887  ___________________________________________________________________
 AI0887  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AI0887  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 AI0887  HORZ ORDER  -  SECOND
 AI0887  VERT ORDER  -  THIRD ?
 AI0887
 AI0887.The horizontal coordinates were established by classical geodetic methods
 AI0887.and adjusted by the National Geodetic Survey in August 2005.
 AI0887
 AI0887.The orthometric height was determined by differential leveling.
 AI0887.The vertical network tie was performed by a horz. field party for horz.
 AI0887.obs reductions. Reset procedures were used to establish the elevation.
 AI0887
 AI0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0887
 AI0887.The geoid height was determined by GEOID03.
 AI0887
 AI0887;                    North         East     Units Scale Factor Converg.
 AI0887;SPC NC       -    84,573.819   756,566.998   MT  0.99995762   +0 55 25.3
 AI0887;SPC NC       -   277,472.60  2,482,170.23   sFT  0.99995762   +0 55 25.3
 AI0887;UTM  18      - 3,820,400.948   279,690.833   MT  1.00019829   -1 21 35.1
 AI0887
 AI0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0887!SPC NC       -   1.00000528  x   0.99995762  =   0.99996290
 AI0887!UTM  18      -   1.00000528  x   1.00019829  =   1.00020357
 AI0887
 AI0887                          SUPERSEDED SURVEY CONTROL
 AI0887
 AI0887  NAD 83(1986)-  34 30 06.16847(N)    077 23 58.54611(W) AD(       ) 2
 AI0887
 AI0887.Superseded values are not recommended for survey control.
 AI0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0887.See file dsdata.txt to determine how the superseded data were derived.
 AI0887
 AI0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7969120401(NAD 83)
 AI0887_MARKER: DR = REFERENCE MARK DISK
 AI0887_SETTING: 0 = UNSPECIFIED SETTING
 AI0887_STAMPING: ASHE 2 NO 4 1988
 AI0887_MARK LOGO: NGS   
 AI0887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0887
 AI0887  HISTORY     - Date     Condition        Report By
 AI0887  HISTORY     - 1988     MONUMENTED       NCGS
 AI0887  HISTORY     - 19880101 GOOD             NCGS
 AI0887
 AI0887                          STATION DESCRIPTION
 AI0887
 AI0887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AI0887'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTH OF SNEADS FERRY.
 AI0887'PROCEED SOUTH ALONG NC 210 FROM NC 172 (SOUTH OF SNEADS FERRY) FOR 2.3
 AI0887'MI (3.7 KM) TO SR 1568, THENCE NORTHEAST ALONG SR 1568 FOR 1.7 MI (2.7
 AI0887'KM) TO THE STATION, ON A DUNE BETWEEN ROAD AND SHORELINE AND SOUTHEAST
 AI0887'OF VILLA CAPRIANI CONDOMINIUMS. MARK IS LEVEL WITH THE STATION AND 5
 AI0887'FEET (1.5 M) HIGHER THAN THE ROAD. LOCATED 37.1 FT (11.3 M)
 AI0887'SOUTH-SOUTHEAST OF THE CENTERLINE OF OLD SR 1568, 135.0 FT (41.1 M)
 AI0887'EAST OF THE SOUTHEAST CORNER OF THE EAST MOST CONDO, AND 92.5 FT (28.2
 AI0887'M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. REPORT OF 1997
 AI0887'RECLAIMED DISK-MONUMENT FOUND OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2875 ***********************************************************************
 FZ2875  DESIGNATION -  ASHE PARK
 FZ2875  PID         -  FZ2875
 FZ2875  STATE/COUNTY-  NC/ASHE
 FZ2875  USGS QUAD   -  JEFFERSON (1998)
 FZ2875
 FZ2875                         *CURRENT SURVEY CONTROL
 FZ2875  ___________________________________________________________________
 FZ2875* NAD 83(2001)-  36 26 11.46539(N)    081 28 08.01799(W)     ADJUSTED  
 FZ2875* NAVD 88     -       945.1    (meters)    3101.     (feet)  VERTCON   
 FZ2875  ___________________________________________________________________
 FZ2875  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 FZ2875  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ2875  HORZ ORDER  -  SECOND
 FZ2875
 FZ2875.The horizontal coordinates were established by classical geodetic methods
 FZ2875.and adjusted by the National Geodetic Survey in August 2005.
 FZ2875
 FZ2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2875
 FZ2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2875
 FZ2875.The geoid height was determined by GEOID03.
 FZ2875
 FZ2875;                    North         East     Units Scale Factor Converg.
 FZ2875;SPC NC       -   300,791.837   388,233.551   MT  1.00008650   -1 25 29.9
 FZ2875;SPC NC       -   986,847.89  1,273,729.58   sFT  1.00008650   -1 25 29.9
 FZ2875;UTM  17      - 4,032,468.604   457,973.693   MT  0.99962176   -0 16 42.6
 FZ2875
 FZ2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2875!SPC NC       -   0.99985658  x   1.00008650  =   0.99994307
 FZ2875!UTM  17      -   0.99985658  x   0.99962176  =   0.99947840
 FZ2875
 FZ2875                          SUPERSEDED SURVEY CONTROL
 FZ2875
 FZ2875  NAD 83(1995)-  36 26 11.46581(N)    081 28 08.01771(W) AD(       ) 2
 FZ2875  NAD 83(1993)-  36 26 11.46958(N)    081 28 08.02189(W) AD(       ) 2
 FZ2875  NAD 83(1986)-  36 26 11.47630(N)    081 28 08.02379(W) AD(       ) 2
 FZ2875  NGVD 29 (10/27/97)  945.2    (m)         3101.     (f) VERT ANG    3  
 FZ2875
 FZ2875.Superseded values are not recommended for survey control.
 FZ2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2875.See file dsdata.txt to determine how the superseded data were derived.
 FZ2875
 FZ2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5797432469(NAD 83)
 FZ2875_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2875_SP_SET: CONCRETE POST
 FZ2875_STAMPING: ASHE PARK 1984
 FZ2875_MARK LOGO: NCGS  
 FZ2875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2875+STABILITY: SURFACE MOTION
 FZ2875
 FZ2875  HISTORY     - Date     Condition        Report By
 FZ2875  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2875
 FZ2875                          STATION DESCRIPTION
 FZ2875
 FZ2875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2875'STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) NORTH OF JEFFERSON AT THE
 FZ2875'ASHE COUNTY PARK.
 FZ2875'PROCEED ALONG SR 1573 FOR 1.4 KM (0.9 MI) NORTH FROM US 221 AND NC 88
 FZ2875'TO SR 1511, THENCE NORTH ALONG SR 1511 FOR 0.6 KM (0.4 MI) TO THE
 FZ2875'ENTRANCE TO ASHE COUNTY PARK, AND STATION ON THE NORTH SIDE OF THE
 FZ2875'BALL FIELD, AT THE EAST EDGE OF THE NORTH BLEACHERS.
 FZ2875'MARK IS A STANDARD NCGS DISK STAMPED---ASHE PARK 1984---, SET INTO THE
 FZ2875'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 INCHES
 FZ2875'BELOW GROUND.  LOCATED 8.8 M (28.9 FT) NORTHEAST OF A CHAIN LINK
 FZ2875'FENCE, 9.8 M (32.2 FT) NORTH-NORTHWEST OF THE NORTH CORNER FENCE POST
 FZ2875'OF THE DUGOUT, 1.0 M (3.3 FT) NORTHEAST OF THE EAST CORNER OF THE
 FZ2875'NORTH BLEACHERS, 18.7 M (61.4 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER
 FZ2875'OF A REFRESHMENT BUILDING, AND 9.4 M (30.8 FT) EAST-NORTHEAST OF A
 FZ2875'LIGHT POLE WITH A REFERENCE TAG. MARK IS LEVEL WITH BASEBALL FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1589 ***********************************************************************
 EZ1589  DESIGNATION -  ASHEBORO
 EZ1589  PID         -  EZ1589
 EZ1589  STATE/COUNTY-  NC/RANDOLPH
 EZ1589  USGS QUAD   -  ASHEBORO (1994)
 EZ1589
 EZ1589                         *CURRENT SURVEY CONTROL
 EZ1589  ___________________________________________________________________
 EZ1589* NAD 83(1986)-  35 42 19.     (N)    079 48 47.     (W)     SCALED    
 EZ1589* NAVD 88     -       259.702  (meters)     852.04   (feet)  ADJUSTED  
 EZ1589  ___________________________________________________________________
 EZ1589  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ1589  DYNAMIC HT  -         259.480 (meters)     851.31  (feet)  COMP
 EZ1589  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 EZ1589
 EZ1589  VERT ORDER  -  SECOND    CLASS 0
 EZ1589
 EZ1589.The horizontal coordinates were scaled from a topographic map and have
 EZ1589.an estimated accuracy of +/- 6 seconds.
 EZ1589
 EZ1589.The orthometric height was determined by differential leveling
 EZ1589.and adjusted in June 1991.
 EZ1589
 EZ1589.The geoid height was determined by GEOID03.
 EZ1589
 EZ1589.The dynamic height is computed by dividing the NAVD 88
 EZ1589.geopotential number by the normal gravity value computed on the
 EZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1589.degrees latitude (g = 980.6199 gals.).
 EZ1589
 EZ1589.The modeled gravity was interpolated from observed gravity values.
 EZ1589
 EZ1589;                    North         East    Units  Estimated Accuracy
 EZ1589;SPC NC       -   217,200.      536,030.      MT  (+/- 180 meters Scaled)
 EZ1589
 EZ1589                          SUPERSEDED SURVEY CONTROL
 EZ1589
 EZ1589  NGVD 29 (??/??/92)  259.936  (m)          852.81   (f) ADJ UNCH    2 0
 EZ1589
 EZ1589.Superseded values are not recommended for survey control.
 EZ1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1589.See file dsdata.txt to determine how the superseded data were derived.
 EZ1589
 EZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV073519(NAD 83)
 EZ1589_MARKER: DB = BENCH MARK DISK
 EZ1589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1589_SP_SET: BUILDING
 EZ1589_STAMPING: ASHEBORO 1935
 EZ1589_MARK LOGO: CGS   
 EZ1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1589
 EZ1589  HISTORY     - Date     Condition        Report By
 EZ1589  HISTORY     - 1935     MONUMENTED       CGS
 EZ1589  HISTORY     - 1971     MARK NOT FOUND   NGS
 EZ1589
 EZ1589                          STATION DESCRIPTION
 EZ1589
 EZ1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1589'AT ASHEBORO.
 EZ1589'AT ASHEBORO, RANDOLPH COUNTY, 1 BLOCK EAST OF THE NORFOLK SOUTHERN
 EZ1589'RAILROAD STATION, 10 FEET EAST OF THE EAST CURB OF U.S. HIGHWAY
 EZ1589'220, IN THE WEST GRANITE WALL OF THE BANK OF RANDOLPH AND SET
 EZ1589'VERTICALLY.
 EZ1589
 EZ1589                          STATION RECOVERY (1971)
 EZ1589
 EZ1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EZ1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7016 ***********************************************************************
 DG7016  HT_MOD      -  This is a Height Modernization Survey Station.
 DG7016  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7016  DESIGNATION -  ASHEBORO CORS ARP
 DG7016  CORS_ID     -  NCAS
 DG7016  PID         -  DG7016
 DG7016  STATE/COUNTY-  NC/RANDOLPH
 DG7016  USGS QUAD   -  ASHEBORO (1994)
 DG7016
 DG7016                         *CURRENT SURVEY CONTROL
 DG7016  ___________________________________________________________________
 DG7016* NAD 83(CORS)-  35 37 49.45695(N)    079 45 53.60154(W)     ADJUSTED  
 DG7016* NAVD 88     -       241.42   (meters)     792.1    (feet)  GPS OBS   
 DG7016  ___________________________________________________________________
 DG7016  EPOCH DATE  -        2002.00
 DG7016  X           -     922,229.529 (meters)                     COMP
 DG7016  Y           -  -5,107,575.795 (meters)                     COMP
 DG7016  Z           -   3,695,060.397 (meters)                     COMP
 DG7016  ELLIP HEIGHT-         211.031 (meters)          (09/??/04) ADJUSTED
 DG7016  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DG7016  HORZ ORDER  -  SPECIAL (CORS)
 DG7016  ELLP ORDER  -  SPECIAL (CORS)
 DG7016
 DG7016.ITRF positions are available for this station.
 DG7016.The coordinates were established by GPS observations
 DG7016.and adjusted by the National Geodetic Survey in September 2004.
 DG7016.The coordinates are valid at the epoch date displayed above.
 DG7016.The epoch date for horizontal control is a decimal equivalence
 DG7016.of Year/Month/Day.
 DG7016
 DG7016.The orthometric height was determined by GPS observations and a
 DG7016.high-resolution geoid model.
 DG7016.The orthometric height was determined by GPS observations and a
 DG7016.high-resolution geoid model using precise GPS observation and
 DG7016.processing techniques.
 DG7016
 DG7016.The PID for the CORS L1 Phase Center is DG7017.
 DG7016
 DG7016.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7016
 DG7016.The ellipsoidal height was determined by GPS observations
 DG7016.and is referenced to NAD 83.
 DG7016
 DG7016.The geoid height was determined by GEOID03.
 DG7016
 DG7016;                    North         East     Units Scale Factor Converg.
 DG7016;SPC NC       -   208,862.126   540,323.625   MT  0.99989436   -0 26 29.3
 DG7016;SPC NC       -   685,241.83  1,772,711.76   sFT  0.99989436   -0 26 29.3
 DG7016
 DG7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7016!SPC NC       -   0.99996688  x   0.99989436  =   0.99986124
 DG7016
 DG7016                          SUPERSEDED SURVEY CONTROL
 DG7016
 DG7016.No superseded survey control is available for this station.
 DG7016
 DG7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1183743658(NAD 83)
 DG7016_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7016
 DG7016                          STATION DESCRIPTION
 DG7016
 DG7016'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7016'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7016'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7016'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7016'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7016'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7017 ***********************************************************************
 DG7017  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7017  DESIGNATION -  ASHEBORO CORS L1 PHASE CENTER
 DG7017  CORS_ID     -  NCAS
 DG7017  PID         -  DG7017
 DG7017  STATE/COUNTY-  NC/RANDOLPH
 DG7017  USGS QUAD   -  ASHEBORO (1994)
 DG7017
 DG7017                         *CURRENT SURVEY CONTROL
 DG7017  ___________________________________________________________________
 DG7017* NAD 83(CORS)-  35 37 49.45693(N)    079 45 53.60158(W)     ADJUSTED  
 DG7017* NAVD 88     -              **(meters)            **(feet)            
 DG7017  ___________________________________________________________________
 DG7017  EPOCH DATE  -        2002.00
 DG7017  X           -     922,229.539 (meters)                     COMP
 DG7017  Y           -  -5,107,575.854 (meters)                     COMP
 DG7017  Z           -   3,695,060.439 (meters)                     COMP
 DG7017  ELLIP HEIGHT-         211.104 (meters)          (09/??/04) ADJUSTED
 DG7017  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DG7017  HORZ ORDER  -  SPECIAL (CORS)
 DG7017  ELLP ORDER  -  SPECIAL (CORS)
 DG7017
 DG7017.ITRF positions are available for this station.
 DG7017.The coordinates were established by GPS observations
 DG7017.and adjusted by the National Geodetic Survey in September 2004.
 DG7017.The coordinates are valid at the epoch date displayed above.
 DG7017.The epoch date for horizontal control is a decimal equivalence
 DG7017.of Year/Month/Day.
 DG7017
 DG7017
 DG7017.The PID for the CORS ARP is DG7016.
 DG7017
 DG7017.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7017
 DG7017.The ellipsoidal height was determined by GPS observations
 DG7017.and is referenced to NAD 83.
 DG7017
 DG7017.The geoid height was determined by GEOID03.
 DG7017
 DG7017;                    North         East     Units Scale Factor Converg.
 DG7017;SPC NC       -   208,862.126   540,323.624   MT  0.99989436   -0 26 29.3
 DG7017;SPC NC       -   685,241.83  1,772,711.76   sFT  0.99989436   -0 26 29.3
 DG7017
 DG7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7017!SPC NC       -   0.99996687  x   0.99989436  =   0.99986123
 DG7017
 DG7017                          SUPERSEDED SURVEY CONTROL
 DG7017
 DG7017.No superseded survey control is available for this station.
 DG7017
 DG7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1183743658(NAD 83)
 DG7017_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7017
 DG7017                          STATION DESCRIPTION
 DG7017
 DG7017'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7017'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7017'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7017'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7017'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7017'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3910 ***********************************************************************
 EZ3910  DESIGNATION -  ASHEBORO LUCAS CHAIR MFG STACK
 EZ3910  PID         -  EZ3910
 EZ3910  STATE/COUNTY-  NC/RANDOLPH
 EZ3910  USGS QUAD   -  ASHEBORO (1994)
 EZ3910
 EZ3910                         *CURRENT SURVEY CONTROL
 EZ3910  ___________________________________________________________________
 EZ3910* NAD 83(2001)-  35 40 53.28737(N)    079 49 12.63620(W)     ADJUSTED  
 EZ3910* NAVD 88     -              **(meters)            **(feet)            
 EZ3910  ___________________________________________________________________
 EZ3910  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EZ3910  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EZ3910  HORZ ORDER  -  THIRD
 EZ3910
 EZ3910.The horizontal coordinates were established by classical geodetic methods
 EZ3910.and adjusted by the National Geodetic Survey in August 2005.
 EZ3910
 EZ3910
 EZ3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3910
 EZ3910.The geoid height was determined by GEOID03.
 EZ3910
 EZ3910;                    North         East     Units Scale Factor Converg.
 EZ3910;SPC NC       -   214,567.016   535,363.047   MT  0.99990064   -0 28 24.2
 EZ3910;SPC NC       -   703,958.62  1,756,436.93   sFT  0.99990064   -0 28 24.2
 EZ3910;UTM  17      - 3,949,260.822   606,763.066   MT  0.99974046   +0 41 17.6
 EZ3910
 EZ3910                          SUPERSEDED SURVEY CONTROL
 EZ3910
 EZ3910  NAD 83(1986)-  35 40 53.29352(N)    079 49 12.64410(W) AD(       ) 4
 EZ3910  NAD 27      -  35 40 52.80200(N)    079 49 13.51900(W) AD(       ) 3
 EZ3910
 EZ3910.Superseded values are not recommended for survey control.
 EZ3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3910.See file dsdata.txt to determine how the superseded data were derived.
 EZ3910
 EZ3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0676349261(NAD 83)
 EZ3910_MARKER: 63 = STACK
 EZ3910
 EZ3910  HISTORY     - Date     Condition        Report By
 EZ3910  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3910
 EZ3910                          STATION DESCRIPTION
 EZ3910
 EZ3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3910'STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE CENTER OF THE
 EZ3910'CITY OF ASHEBORO.  IT IS 750 FEET WEST OF U.S. HIGHWAY NO. 220
 EZ3910'(SOUTH FAYETTEVILLE STREET), 300 FEET WEST OF A RAILROAD TRACK,
 EZ3910'AND 150 FEET WEST OF A RED BRICK FACTORY BUILDING.  STATION IS
 EZ3910'A RED BRICK STACK, 100 FEET HIGH, AND BEARS THE LEGEND LUCAS
 EZ3910'INDUSTRIES ON THE EAST SIDE.  THE POINT OBSERVED WAS THE
 EZ3910'APPROXIMATE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3911 ***********************************************************************
 EZ3911  DESIGNATION -  ASHEBORO LUCAS CHAIR MFG TANK
 EZ3911  PID         -  EZ3911
 EZ3911  STATE/COUNTY-  NC/RANDOLPH
 EZ3911  USGS QUAD   -  ASHEBORO (1994)
 EZ3911
 EZ3911                         *CURRENT SURVEY CONTROL
 EZ3911  ___________________________________________________________________
 EZ3911* NAD 83(2001)-  35 40 54.13078(N)    079 49 06.25011(W)     ADJUSTED  
 EZ3911* NAVD 88     -              **(meters)            **(feet)            
 EZ3911  ___________________________________________________________________
 EZ3911  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 EZ3911  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EZ3911  HORZ ORDER  -  THIRD
 EZ3911
 EZ3911.The horizontal coordinates were established by classical geodetic methods
 EZ3911.and adjusted by the National Geodetic Survey in August 2005.
 EZ3911
 EZ3911
 EZ3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3911
 EZ3911.The geoid height was determined by GEOID03.
 EZ3911
 EZ3911;                    North         East     Units Scale Factor Converg.
 EZ3911;SPC NC       -   214,591.681   535,523.823   MT  0.99990067   -0 28 20.5
 EZ3911;SPC NC       -   704,039.54  1,756,964.41   sFT  0.99990067   -0 28 20.5
 EZ3911;UTM  17      - 3,949,288.737   606,923.284   MT  0.99974088   +0 41 21.4
 EZ3911
 EZ3911                          SUPERSEDED SURVEY CONTROL
 EZ3911
 EZ3911  NAD 83(1986)-  35 40 54.13691(N)    079 49 06.25796(W) AD(       ) 4
 EZ3911  NAD 27      -  35 40 53.64500(N)    079 49 07.13300(W) AD(       ) 3
 EZ3911
 EZ3911.Superseded values are not recommended for survey control.
 EZ3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3911.See file dsdata.txt to determine how the superseded data were derived.
 EZ3911
 EZ3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0692349289(NAD 83)
 EZ3911_MARKER: 53 = ELEVATED TANK
 EZ3911
 EZ3911  HISTORY     - Date     Condition        Report By
 EZ3911  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3911
 EZ3911                          STATION DESCRIPTION
 EZ3911
 EZ3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3911'STATION IS LOCATED ABOUT TWO MILES SOUTH OF THE CENTER OF THE
 EZ3911'CITY OF ASHEBORO.  IT IS 450 FEET WEST OF U.S. HIGHWAY 220
 EZ3911'(SOUTH FAYETTEVILLE STREET), 100 FEET SOUTH OF THE SOUTHEAST
 EZ3911'CORNER OF A BRICK FACTORY BUILDING, AND 50 FEET WEST OF A
 EZ3911'RAILROAD TRACK.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 150
 EZ3911'FEET HIGH AND PAINTED SILVER.  THE POINT OF INTERSECTION WAS
 EZ3911'THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3912 ***********************************************************************
 EZ3912  DESIGNATION -  ASHEBORO MUNICIPAL TANK
 EZ3912  PID         -  EZ3912
 EZ3912  STATE/COUNTY-  NC/RANDOLPH
 EZ3912  USGS QUAD   -  ASHEBORO (1994)
 EZ3912
 EZ3912                         *CURRENT SURVEY CONTROL
 EZ3912  ___________________________________________________________________
 EZ3912* NAD 83(2001)-  35 42 12.41173(N)    079 49 05.85568(W)     ADJUSTED  
 EZ3912* NAVD 88     -              **(meters)            **(feet)            
 EZ3912  ___________________________________________________________________
 EZ3912  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EZ3912  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ3912  HORZ ORDER  -  THIRD
 EZ3912
 EZ3912.The horizontal coordinates were established by classical geodetic methods
 EZ3912.and adjusted by the National Geodetic Survey in August 2005.
 EZ3912
 EZ3912
 EZ3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3912
 EZ3912.The geoid height was determined by GEOID03.
 EZ3912
 EZ3912;                    North         East     Units Scale Factor Converg.
 EZ3912;SPC NC       -   217,003.929   535,553.625   MT  0.99990358   -0 28 20.3
 EZ3912;SPC NC       -   711,953.72  1,757,062.18   sFT  0.99990358   -0 28 20.3
 EZ3912;UTM  17      - 3,951,700.704   606,904.172   MT  0.99974083   +0 41 22.9
 EZ3912
 EZ3912                          SUPERSEDED SURVEY CONTROL
 EZ3912
 EZ3912  NAD 83(1986)-  35 42 12.41719(N)    079 49 05.86351(W) AD(       ) 4
 EZ3912  NAD 27      -  35 42 11.92600(N)    079 49 06.73800(W) AD(       ) 3
 EZ3912
 EZ3912.Superseded values are not recommended for survey control.
 EZ3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3912.See file dsdata.txt to determine how the superseded data were derived.
 EZ3912
 EZ3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0690451701(NAD 83)
 EZ3912_MARKER: 53 = ELEVATED TANK
 EZ3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3912+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2008
 EZ3912
 EZ3912  HISTORY     - Date     Condition        Report By
 EZ3912  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3912  HISTORY     - 1962     GOOD             CGS
 EZ3912  HISTORY     - 20080114 GOOD             GEOCAC
 EZ3912
 EZ3912                          STATION DESCRIPTION
 EZ3912
 EZ3912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3912'STATION IS LOCATED IN THE NORTHWEST SECTION OF THE CITY OF
 EZ3912'ASHEBORO, 300 FEET WEST OF THE INTERSECTION OF WEST ACADEMY
 EZ3912'AND SOUTH CHURCH STREETS.  IT IS A TEN LEGGED STEEL STRUCTURE
 EZ3912'ABOUT 150 FEET HIGH AND PAINTED SILVER.  THE POINT OF
 EZ3912'INTERSECTION WAS THE BALL ON THE APEX OF THE ROOF.
 EZ3912
 EZ3912                          STATION RECOVERY (1962)
 EZ3912
 EZ3912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3912'STATION WAS VISITED AND FOUND TO BE AS WAS DESCRIBED IN 1948.
 EZ3912
 EZ3912                          STATION RECOVERY (2008)
 EZ3912
 EZ3912'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ3912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3913 ***********************************************************************
 EZ3913  DESIGNATION -  ASHEBORO RAD STA WGWR MAST
 EZ3913  PID         -  EZ3913
 EZ3913  STATE/COUNTY-  NC/RANDOLPH
 EZ3913  USGS QUAD   -  ASHEBORO (1994)
 EZ3913
 EZ3913                         *CURRENT SURVEY CONTROL
 EZ3913  ___________________________________________________________________
 EZ3913* NAD 83(2001)-  35 43 24.52799(N)    079 48 21.11880(W)     ADJUSTED  
 EZ3913* NAVD 88     -              **(meters)            **(feet)            
 EZ3913  ___________________________________________________________________
 EZ3913  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EZ3913  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ3913  HORZ ORDER  -  THIRD
 EZ3913
 EZ3913.The horizontal coordinates were established by classical geodetic methods
 EZ3913.and adjusted by the National Geodetic Survey in August 2005.
 EZ3913
 EZ3913
 EZ3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3913
 EZ3913.The geoid height was determined by GEOID03.
 EZ3913
 EZ3913;                    North         East     Units Scale Factor Converg.
 EZ3913;SPC NC       -   219,217.102   536,696.157   MT  0.99990640   -0 27 54.4
 EZ3913;SPC NC       -   719,214.78  1,760,810.64   sFT  0.99990640   -0 27 54.4
 EZ3913;UTM  17      - 3,953,936.233   608,001.401   MT  0.99974373   +0 41 50.2
 EZ3913
 EZ3913                          SUPERSEDED SURVEY CONTROL
 EZ3913
 EZ3913  NAD 83(1986)-  35 43 24.53411(N)    079 48 21.12722(W) AD(       ) 4
 EZ3913  NAD 27      -  35 43 24.03907(N)    079 48 21.99137(W) AD(       ) 3
 EZ3913
 EZ3913.Superseded values are not recommended for survey control.
 EZ3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3913.See file dsdata.txt to determine how the superseded data were derived.
 EZ3913
 EZ3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0800153936(NAD 83)
 EZ3913_MARKER: 43 = RADIO/TV TOWER
 EZ3913
 EZ3913  HISTORY     - Date     Condition        Report By
 EZ3913  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3913  HISTORY     - 1962     GOOD             CGS
 EZ3913
 EZ3913                          STATION DESCRIPTION
 EZ3913
 EZ3913'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3913'THIS IS A TRAVERSE STATION.
 EZ3913'
 EZ3913'STATION IS LOCATED ON A HIGH HILL OVERLOOKING THE CITY OF
 EZ3913'ASHEBORO.  IT IS A WIND CHARGER RADIO MAST, PAINTED RED AND
 EZ3913'WHITE AND ABOUT 225 FEET HIGH, WITH A BLINKING RED LIGHT ON THE
 EZ3913'TOP.  THE LAND AND RADIO STATION IS OWNED BY THE ASHEBORO
 EZ3913'BROADCASTING CO.
 EZ3913'
 EZ3913'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WGWR
 EZ3913'AND THE DISTANCE WAS FOUND TO BE 175.1 FEET.  THE POINT OBSERVED ON
 EZ3913'WAS THE RED LIGHT ON TOP OF THE MAST.
 EZ3913'
 EZ3913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND
 EZ3913'220 IN ASHEBORO GO NORTH ON HIGHWAY 220 FOR 0.6 MILE TO
 EZ3913'E. PRITCHARD STREET, TURN RIGHT ON PRITCHARD STREET AND GO
 EZ3913'EAST FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE
 EZ3913'TO THE TOP OF THE HILL AND STATION AS DESCRIBED.
 EZ3913
 EZ3913                          STATION RECOVERY (1962)
 EZ3913
 EZ3913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3913'STATION WAS VISITED AND RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1590 ***********************************************************************
 EZ1590  DESIGNATION -  ASHEBORO RESET
 EZ1590  PID         -  EZ1590
 EZ1590  STATE/COUNTY-  NC/RANDOLPH
 EZ1590  USGS QUAD   -  ASHEBORO (1994)
 EZ1590
 EZ1590                         *CURRENT SURVEY CONTROL
 EZ1590  ___________________________________________________________________
 EZ1590* NAD 83(1986)-  35 42 21.9    (N)    079 48 47.1    (W)     HD_HELD2  
 EZ1590* NAVD 88     -       258.35   (meters)     847.6    (feet)  RESET     
 EZ1590  ___________________________________________________________________
 EZ1590  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ1590  VERT ORDER  -  THIRD
 EZ1590
 EZ1590.The horizontal coordinates were established by autonomous hand held GPS
 EZ1590.observations and have an estimated accuracy of +/- 10 meters.
 EZ1590
 EZ1590.The orthometric height was computed from unverified reset data.
 EZ1590
 EZ1590.The geoid height was determined by GEOID03.
 EZ1590
 EZ1590;                    North         East    Units  Estimated Accuracy
 EZ1590;SPC NC       -   217,292.      536,027.      MT  (+/- 10 meters HH2 GPS)
 EZ1590
 EZ1590                          SUPERSEDED SURVEY CONTROL
 EZ1590
 EZ1590  NGVD 29 (??/??/??)  258.58   (m)          848.4    (f) RESET       3  
 EZ1590
 EZ1590.Superseded values are not recommended for survey control.
 EZ1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1590.See file dsdata.txt to determine how the superseded data were derived.
 EZ1590
 EZ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0737251999(NAD 83)
 EZ1590_MARKER: DB = BENCH MARK DISK
 EZ1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1590_STAMPING: ASHEBORO RESET 1964
 EZ1590_MARK LOGO: CGS   
 EZ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1590+STABILITY: SURFACE MOTION
 EZ1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1590+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2008
 EZ1590
 EZ1590  HISTORY     - Date     Condition        Report By
 EZ1590  HISTORY     - 1964     MONUMENTED       LOCENG
 EZ1590  HISTORY     - 1964     GOOD             CGS
 EZ1590  HISTORY     - 20080114 GOOD             GEOCAC
 EZ1590
 EZ1590                          STATION DESCRIPTION
 EZ1590
 EZ1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EZ1590'AT ASHEBORO.
 EZ1590'AT ASHEBORO, NORTH SIDE OF WORTH STREET 281.8 FEET EAST OF
 EZ1590'CENTERLINE OF NORTH FAYETTEVILLE STREET, U.S. HIGHWAY 220, 22.8
 EZ1590'FEET NORTH OF THE NORTH CURB LINE OF WORTH STREET NEAR THE
 EZ1590'SOUTHWEST CORNER OF BASE OF CONFEDERATE MONUMENT IN FRONT OF
 EZ1590'RANDOLPH COUNTY COURT HOUSE, SET IN A CONCRETE POST ABOUT FLUSH
 EZ1590'WITH GROUND.
 EZ1590
 EZ1590                          STATION RECOVERY (2008)
 EZ1590
 EZ1590'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1590'RECOVERED IN GOOD CONDITION, UNDER A SHRUB AT THE BASE OF THE
 EZ1590'MONUMENT. HH2 GPS COORDINATES N35 42 21.9 W079 48 47.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3914 ***********************************************************************
 EZ3914  DESIGNATION -  ASHEBORO RESET
 EZ3914  PID         -  EZ3914
 EZ3914  STATE/COUNTY-  NC/RANDOLPH
 EZ3914  USGS QUAD   -  ASHEBORO (1994)
 EZ3914
 EZ3914                         *CURRENT SURVEY CONTROL
 EZ3914  ___________________________________________________________________
 EZ3914* NAD 83(2001)-  35 44 14.03690(N)    079 50 48.17849(W)     ADJUSTED  
 EZ3914* NAVD 88     -       337.1    (meters)    1106.     (feet)  VERTCON   
 EZ3914  ___________________________________________________________________
 EZ3914  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 EZ3914  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3914  HORZ ORDER  -  FIRST
 EZ3914
 EZ3914.The horizontal coordinates were established by classical geodetic methods
 EZ3914.and adjusted by the National Geodetic Survey in August 2005.
 EZ3914
 EZ3914.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3914
 EZ3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3914
 EZ3914.The geoid height was determined by GEOID03.
 EZ3914
 EZ3914;                    North         East     Units Scale Factor Converg.
 EZ3914;SPC NC       -   220,773.559   533,013.650   MT  0.99990840   -0 29 19.3
 EZ3914;SPC NC       -   724,321.25  1,748,728.95   sFT  0.99990840   -0 29 19.3
 EZ3914;UTM  17      - 3,955,417.415   604,288.704   MT  0.99973402   +0 40 25.2
 EZ3914
 EZ3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3914!SPC NC       -   0.99995185  x   0.99990840  =   0.99986026
 EZ3914!UTM  17      -   0.99995185  x   0.99973402  =   0.99968589
 EZ3914
 EZ3914:                Primary Azimuth Mark                     Grid Az
 EZ3914:SPC NC       -  ASHEBORO RM 3 AZIMUTH                    070 30 56.3
 EZ3914:UTM  17      -  ASHEBORO RM 3 AZIMUTH                    069 21 11.8
 EZ3914
 EZ3914|---------------------------------------------------------------------|
 EZ3914| PID    Reference Object                     Distance      Geod. Az  |
 EZ3914|                                                           dddmmss.s |
 EZ3914| EZ5855 ASHEBORO RM 3 AZIMUTH                              0700137.0 |
 EZ3914| EZ3912 ASHEBORO MUNICIPAL TANK             APPROX. 4.5 KM 1453221.4 |
 EZ3914| EZ3911 ASHEBORO LUCAS CHAIR MFG TANK       APPROX. 6.7 KM 1572441.2 |
 EZ3914| EZ3910 ASHEBORO LUCAS CHAIR MFG STACK      APPROX. 6.6 KM 1584640.1 |
 EZ3914| EZ5852 ASHEBORO AZ MK                                     1895630.8 |
 EZ3914| EZ5853 ASHEBORO RM 1                         6.385 METERS 20237     |
 EZ3914| EZ5856 ASHEBORO RM 4                         6.166 METERS 20248     |
 EZ3914| EZ5854 ASHEBORO RM 2                         8.856 METERS 28824     |
 EZ3914|---------------------------------------------------------------------|
 EZ3914
 EZ3914                          SUPERSEDED SURVEY CONTROL
 EZ3914
 EZ3914  NAD 83(1986)-  35 44 14.04285(N)    079 50 48.18617(W) AD(       ) 1
 EZ3914  NAD 27      -  35 44 13.55300(N)    079 50 49.05600(W) AD(       ) 1
 EZ3914  NGVD 29 (07/19/86)  337.3    (m)         1107.     (f) VERT ANG    3  
 EZ3914
 EZ3914.Superseded values are not recommended for survey control.
 EZ3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3914.See file dsdata.txt to determine how the superseded data were derived.
 EZ3914
 EZ3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0428955417(NAD 83)
 EZ3914_STAMPING: ASHEBORO 1918-48
 EZ3914_MARK LOGO: CGS   
 EZ3914
 EZ3914  HISTORY     - Date     Condition        Report By
 EZ3914  HISTORY     - 1918     MONUMENTED       CGS
 EZ3914  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EZ3914  HISTORY     - 1948     GOOD             CGS
 EZ3914  HISTORY     - 1953     POOR             CGS
 EZ3914  HISTORY     - 1954     GOOD             CGS
 EZ3914  HISTORY     - 1957     MARK NOT FOUND   USGS
 EZ3914  HISTORY     - 1970     POOR             MGA
 EZ3914
 EZ3914                          STATION DESCRIPTION
 EZ3914
 EZ3914'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3914'ABOUT 3 MILES NORTHWEST OF ASHEBORO, ON SUMMIT OF BACK CREEK
 EZ3914'MOUNTAIN.  TO REACH FROM ASHEBORO, GO WEST 2.6 MILES ON
 EZ3914'NORTH CAROLINA ROUTE 90, TURN RIGHT (EAST) ONTO DIRT ROAD AT
 EZ3914'MINERAL SPRINGS, CONTINUE 0.8 MILE (PASSING RIFLE RANGE)
 EZ3914'TO LARGE SPRING ON RIGHT, AND TAKE ROCKY TRAIL TO LEFT (WEST)
 EZ3914'0.3 MILE TO SUMMIT OF MOUNTAIN.  STATION IS 40 YARDS EAST OF
 EZ3914'HIGHEST POINT OF SUMMIT, ABOUT EQUIDISTANT FROM TWO
 EZ3914'30-INCH OAK TREES WHICH ARE 7 FEET APART, AND 1 YARD EAST OF
 EZ3914'LINE JOINING THESE TREES.  STATION AND REFERENCE DISKS,
 EZ3914'ESTABLISHED IN 1918, HAD BEEN BATTERED OUT OF DRILL HOLES
 EZ3914'WHEN STATION WAS RECOVERED IN 1933.  STATION WAS RE-MARKED
 EZ3914'WITH STANDARD DISK STATION MARK IN SAME DRILL HOLE IN
 EZ3914'BOULDER.  THREE REFERENCE MARKS WERE ESTABLISHED IN
 EZ3914'1933.
 EZ3914'REFERENCE MARK NO 1 IS STANDARD REFERENCE DISK IN SAME DRILL HOLE
 EZ3914'IN ROCK OUTCROP AS ORIGINAL REFERENCE MARK, 6.385
 EZ3914'METERS (20.95 FEET) FROM STATION S 22 DEG 37 MIN W.
 EZ3914'REFERENCE MARK NO 2 IS STANDARD REFERENCE DISK IN ROCK OUTCROP.
 EZ3914'AND 8.870 METERS (29.10 FEET) FROM STATION.
 EZ3914'REFERENCE MARK NO 3 IS STANDARD REFERENCE DISK
 EZ3914'IN DRILL HOLE OF FLAT ROCK WHICH IS SET IN IRREGULAR MASS OF
 EZ3914'CONCRETE BURIED TWO FEET IN GROUND, IN SOUTHERN THIRD OF LARGE
 EZ3914'LEVEL FIELD (PROPERTY OF J. T. BRITTEN) WHICH IS USED AS
 EZ3914'EMERGENCY LANDING FIELD, ABOUT 400 YARDS FROM GRADE
 EZ3914'CROSSING OF COUNTY ROAD AT NORFOLK SOUTHERN RAILROAD, 300 YARDS
 EZ3914'SOUTH OF COUNTY ROAD, 200 YARDS EAST-NORTHEAST OF RAILROAD
 EZ3914'TRACK, AND APPROXIMATELY 2.5 MILES FROM STATION.
 EZ3914
 EZ3914                          STATION RECOVERY (1948)
 EZ3914
 EZ3914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3914'STATION WAS RECOVERED AS DESCRIBED IN 1933 AND REFERENCE MARKS
 EZ3914'NOS. 2 AND 3 WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS
 EZ3914'FOUND BROKEN OFF AT THE STEM AND WAS REPLACED WITH A NEW
 EZ3914'DISK.  REFERENCE MARK NO. 1 COULD NOT BE FOUND AND REFERENCE
 EZ3914'MARK NO. 4 WAS ESTABLISHED AT THIS TIME IN THE SAME BOULDER
 EZ3914'USED FOR NO. 1.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EZ3914'
 EZ3914'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF ASHEBORO ON THE
 EZ3914'SUMMIT OF BACK CREEK MOUNTAIN.  IT IS ABOUT 40 YARDS EAST OF
 EZ3914'THE HIGHEST POINT IN A LARGE BOULDER ON THE SLOPE OF THE
 EZ3914'HILL.  THE DISK IS STAMPED---ASHEBORO 1918-48---.
 EZ3914'
 EZ3914'REFERENCE MARK NO. 2 IS 29.10 FEET WEST-NORTHWEST OF THE
 EZ3914'STATION IN OUTCROPPING BED ROCK.  THE DISK IS STAMPED ASHEBORO
 EZ3914'STAMPED---ASHEBORO 1918---.
 EZ3914'
 EZ3914'REFERENCE MARK NO. 3 IS ABOUT 2 MILES NORTHEAST OF THE STATION
 EZ3914'AND 2 FEET EAST OF THIRD BASE OF THE SCHOOL BALL DIAMOND.  THE
 EZ3914'DISK IS SET IN A DRILL HOLE OF A FLAT ROCK WHICH IS SET IN
 EZ3914'IRREGULAR MASS OF CONCRETE AND STAMPED---ASHEBORO 1918---. THE MARK
 EZ3914'IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  (THE CITY
 EZ3914'ENGINEER OF ASHEBORO HAS THIS MARK TIED IN AND RECORD OF SAME
 EZ3914'IN HIS OFFICE.)
 EZ3914'
 EZ3914'REFERENCE MARK NO. 4 IS 20.24 FEET SOUTHWEST OF THE STATION
 EZ3914'IN THE SAME BOULDER AS WAS REFERENCE MARK NO. 1, BUT IN A NEW
 EZ3914'LOCATION.  THE DISK IS STAMPED---ASHEBORO NO 4 1948---AND THE
 EZ3914'BOULDER PROJECTS ABOUT 2 FEET.
 EZ3914'
 EZ3914'AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION ON THE SOUTH
 EZ3914'SIDE OF U.S. HIGHWAY 64.  IT IS 62 FEET SOUTH OF THE CENTER OF
 EZ3914'THE HIGHWAY AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE
 EZ3914'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 EZ3914'STAMPED---ASHEBORO 1948---.
 EZ3914'
 EZ3914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND
 EZ3914'220 IN ASHEBORO, GO WEST ON HIGHWAY 64 FOR 2.6 MILES TO THE
 EZ3914'AZIMUTH MARK ON THE LEFT, CONTINUE 0.05 MILE TO A WOODS ROAD
 EZ3914'RIGHT, TURN RIGHT ON WOODS ROAD AND GO 0.8 MILE TO A TRIANGLE
 EZ3914'BLAZED ON A TREE ON THE LEFT AND ETT.  FOLLOW BLAZED TRAIL
 EZ3914'NORTHWESTERLY UP MOUNTAIN TO THE SUMMIT AND STATION AS
 EZ3914'DESCRIBED.
 EZ3914'
 EZ3914'TO REACH REFERENCE MARK NO. 3 FROM THE JUNCTION OF
 EZ3914'U.S. HIGHWAY 220 AND MAIN STREET IN ASHEBORO, GO NORTH ON
 EZ3914'HIGHWAY 220 FOR 2.6 MILES TO SCHOOL ON RIGHT AND T-ROAD LEFT,
 EZ3914'TURN LEFT AND GO 0.4 MILE TO T-ROAD LEFT, TURN LEFT AND GO UP
 EZ3914'HILL 0.15 MILE TO BALL DIAMOND AND MARK AS DESCRIBED.
 EZ3914'
 EZ3914'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ3914
 EZ3914                          STATION RECOVERY (1953)
 EZ3914
 EZ3914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 EZ3914'THE STATION, REFERENCE MARKS NO. 2, NO. 3 AND NO. 4 AND THE
 EZ3914'AZIMUTH MARK WERE FOUND AS DESCRIBED.  THE STATION MARK WAS
 EZ3914'MUTILATED BUT WAS SOLID IN ITS ORIGINAL POSITION.  REFERENCE
 EZ3914'MARKS NO. 2 AND NO. 4 WERE FOUND IN GOOD CONDITION.  REFERENCE
 EZ3914'MARK NO. 3 WAS REMOVED BY THE REQUEST OF MOORE GARDNER AND MC
 EZ3914'MILLAN INC. OF ASHEBORO N.C.  A TRUCK CAN BE DRIVEN TO THE STATION.
 EZ3914'
 EZ3914'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EZ3914'
 EZ3914'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF ASHEBORO
 EZ3914'ON THE SUMMIT OF BACK CREEK MOUNTAIN.  IT IS ABOUT 40 YARDS
 EZ3914'EAST OF THE HIGHEST POINT OF THE MOUNTAIN IN A LARGE
 EZ3914'BOULDER.  IT IS STAMPED---ASHEBORO 1918-48---.
 EZ3914'
 EZ3914'REFERENCE MARK NO. 2 IS 29.10 FEET WEST-NORTHWEST OF THE
 EZ3914'STATION.  IT IS SET IN OUTCROPPING BEDROCK AND IS STAMPED
 EZ3914'STAMPED---ASHEBORO NO 2 1918---.
 EZ3914'
 EZ3914'REFERENCE MARK NO. 4 IS 20.24 FEET SOUTHWEST OF THE
 EZ3914'STATION.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EZ3914'ABOUT 2 FEET.  IT IS STAMPED---ASHEBORO NO 4 1948---.
 EZ3914'
 EZ3914'THE AZIMUTH MARK IS SOUTH OF THE STATION, 62 FEET SOUTH OF THE
 EZ3914'CENTER LINE OF U.S. HIGHWAY 64, 3 FEET NORTH OF A WITNESS
 EZ3914'POST, IN LINE WITH A ROW OF POLES AND 60 FEET EAST OF THE
 EZ3914'FIRST POLE EAST OF A SIDE ROAD TO THE NORTH AND SIGN NO
 EZ3914'DUMPING.  IT IS STAMPED---ASHEBORO 1948---.
 EZ3914'
 EZ3914'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 EZ3914'64 AND 220 IN ASHEBORO GO WEST ON U.S. HIGHWAY 64 FOR 2.55
 EZ3914'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 EZ3914'ON U.S. HIGHWAY 64 FOR 0.35 MILE TO A LARGE WHITE HOUSE ON THE
 EZ3914'LEFT AND THREE MAIL BOXES AND A SIDE ROAD ON THE RIGHT.  TURN
 EZ3914'RIGHT AND FOLLOW TRACK ROAD NORTH, THEN BEARING LEFT, WESTERLY,
 EZ3914'TO A SADDLE IN THE MOUNTAIN, BEAR RIGHT UP THE MOUNTAIN TO A
 EZ3914'POINT JUST WEST OF THE HIGHEST POINT OF THE MOUNTAIN.  THE
 EZ3914'STATION IS ABOUT 75 YARDS SOUTHWEST OF THE ROAD.  A FEW TREES
 EZ3914'MAY HAVE TO BE CUT OUT OF THE RIGHT-OF-WAY AS THEY HAVE
 EZ3914'FALLEN ACROSS THE ROAD.  NOTE--THIS STATION WAS NOT
 EZ3914'OCCUPIED AT THIS DATE.
 EZ3914
 EZ3914                          STATION RECOVERY (1954)
 EZ3914
 EZ3914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 EZ3914'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 EZ3914'WERE IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS SEARCHED FOR
 EZ3914'AND NOT FOUND.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 EZ3914'NOS. 2 AND 4 AND THE AZIMUTH MARK WERE CHECKED AND FOUND CORRECT.
 EZ3914'
 EZ3914'THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING TO REACH--
 EZ3914'
 EZ3914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220
 EZ3914'AND 64A, IN ASHEBORO, GO WEST ON HIGHWAY 64A FOR 2.6 MILES TO
 EZ3914'THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.05 MILE TO
 EZ3914'A WOODS ROAD RIGHT, TURN RIGHT AND GO 0.8 MILE TO THE END OF TRUCK
 EZ3914'TRAVEL.  PACK NORTHWESTERLY, UPHILL, TO HIGHEST POINT AND
 EZ3914'STATION.
 EZ3914
 EZ3914                          STATION RECOVERY (1957)
 EZ3914
 EZ3914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EZ3914'A LIGHT SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS,
 EZ3914'BUT DUE TO THE VEGETATION AND A HEAVY THUNDERSTORM AT THE
 EZ3914'TIME OF THE VISIT, STATION WAS NOT FOUND.  IT IS ASSUMED
 EZ3914'THAT THE STATION IS ALL RIGHT, AS THERE WAS NO EVIDENCE OF
 EZ3914'DESTRUCTION.  TO REACH THE STATION FROM CITY HALL IN ASHEBORO,
 EZ3914'GO WEST ALONG OLD U.S. ROUTE 64 2.8 MILES TO SMALL GROCERY
 EZ3914'STORE SOUTH OF RD.  PARK HERE AND PACK ALONG DIM LOGGING ROAD
 EZ3914'N AND NW ABOUT 0.95 MILES TO STATION AS DESCRIBED.
 EZ3914
 EZ3914                          STATION RECOVERY (1970)
 EZ3914
 EZ3914'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (DHC)
 EZ3914'(STATION MARK) DRILL HOLE.  DISK AND SHANK GONE.
 EZ3914'
 EZ3914'ASHEBORO NO. 2 1918 GOOD
 EZ3914'
 EZ3914'ASHEBORO NO. 4 1918-48 GOOD
 EZ3914'
 EZ3914'ASHEBORO NO. 3 NOT FOUND.
 EZ3914'
 EZ3914'TO REACH FROM U.S. 220 BYPASS AND N.C. 42 (SALISBURY ST.) IN
 EZ3914'ASHEBORO, GO NORTHWEST ON LEXINGTON ROAD (OLD U.S. 64) 2.1
 EZ3914'MILES TO WOODS TRAIL ON RIGHT, OPPOSITE RESIDENCE OF W. FRANK
 EZ3914'REDDING III.  FOLLOW WOODS TRAIL 1.1 MILES NORTH AND EAST TO
 EZ3914'THE TOP OF BACK CREEK MOUNTAIN.  (TRAIL PASSABLE WITH VEHICLE
 EZ3914'IN DRY WEATHER) TRAIL ENDS ABOUT 50 FT FROM STATION.
 EZ3914'
 EZ3914'(TRAIL PASSES OLD REDDING CEMETERY ABOUT 300 FT OFF PAVEMENT)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5544 ***********************************************************************
 AA5544  DESIGNATION -  ASHELAND
 AA5544  PID         -  AA5544
 AA5544  STATE/COUNTY-  NC/BUNCOMBE
 AA5544  USGS QUAD   -  ASHEVILLE (1991)
 AA5544
 AA5544                         *CURRENT SURVEY CONTROL
 AA5544  ___________________________________________________________________
 AA5544* NAD 83(2007)-  35 35 12.14794(N)    082 33 22.97451(W)     ADJUSTED  
 AA5544* NAVD 88     -       637.608  (meters)    2091.89   (feet)  ADJUSTED  
 AA5544  ___________________________________________________________________
 AA5544  EPOCH DATE  -        2002.00
 AA5544  X           -     672,796.299 (meters)                     COMP
 AA5544  Y           -  -5,149,548.081 (meters)                     COMP
 AA5544  Z           -   3,691,349.458 (meters)                     COMP
 AA5544  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AA5544  ELLIP HEIGHT-         607.791 (meters)          (02/10/07) ADJUSTED
 AA5544  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AA5544  DYNAMIC HT  -         636.962 (meters)    2089.77  (feet)  COMP
 AA5544
 AA5544  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5544  Type    PID    Designation                      North   East  Ellip
 AA5544  -------------------------------------------------------------------
 AA5544  NETWORK AA5544 ASHELAND                          0.31   0.24   0.47
 AA5544  -------------------------------------------------------------------
 AA5544  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 AA5544
 AA5544  VERT ORDER  -  SECOND    CLASS I
 AA5544
 AA5544.The horizontal coordinates were established by GPS observations
 AA5544.and adjusted by the National Geodetic Survey in February 2007.
 AA5544
 AA5544.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5544.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5544.The horizontal coordinates are valid at the epoch date displayed above.
 AA5544.The epoch date for horizontal control is a decimal equivalence
 AA5544.of Year/Month/Day.
 AA5544
 AA5544.The orthometric height was determined by differential leveling
 AA5544.and adjusted in July 1998.
 AA5544
 AA5544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5544
 AA5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5544
 AA5544.The ellipsoidal height was determined by GPS observations
 AA5544.and is referenced to NAD 83.
 AA5544
 AA5544.The geoid height was determined by GEOID03.
 AA5544
 AA5544.The dynamic height is computed by dividing the NAVD 88
 AA5544.geopotential number by the normal gravity value computed on the
 AA5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5544.degrees latitude (g = 980.6199 gals.).
 AA5544
 AA5544.The modeled gravity was interpolated from observed gravity values.
 AA5544
 AA5544;                    North         East     Units Scale Factor Converg.
 AA5544;SPC NC       -   209,519.870   287,384.501   MT  0.99988963   -2 03 09.5
 AA5544;SPC NC       -   687,399.77    942,860.65   sFT  0.99988963   -2 03 09.5
 AA5544;UTM  17      - 3,939,224.538   358,993.116   MT  0.99984502   -0 54 21.1
 AA5544
 AA5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5544!SPC NC       -   0.99990461  x   0.99988963  =   0.99979425
 AA5544!UTM  17      -   0.99990461  x   0.99984502  =   0.99974965
 AA5544
 AA5544:                Primary Azimuth Mark                     Grid Az
 AA5544:SPC NC       -  ENDOSCOPY                                069 03 57.7
 AA5544:UTM  17      -  ENDOSCOPY                                067 55 09.3
 AA5544
 AA5544|---------------------------------------------------------------------|
 AA5544| PID    Reference Object                     Distance      Geod. Az  |
 AA5544|                                                           dddmmss.s |
 AA5544| AA5600 ENDOSCOPY                           425.841 METERS 0670048.2 |
 AA5544|---------------------------------------------------------------------|
 AA5544
 AA5544                          SUPERSEDED SURVEY CONTROL
 AA5544
 AA5544  NAD 83(2001)-  35 35 12.14794(N)    082 33 22.97451(W) AD(       ) 1
 AA5544  ELLIP H (03/13/03)  607.795  (m)                       GP(       ) 4 2
 AA5544  NAD 83(1995)-  35 35 12.14854(N)    082 33 22.97484(W) AD(       ) 1
 AA5544  NAD 83(1986)-  35 35 12.15442(N)    082 33 22.97547(W) AD(       ) 1
 AA5544  NAVD 88 (11/20/98)  637.61   (m)         2091.9    (f) LEVELING    3  
 AA5544  NGVD 29 (09/30/94)  637.6    (m)         2092.     (f) GPS OBS     3  
 AA5544
 AA5544.Superseded values are not recommended for survey control.
 AA5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5544.See file dsdata.txt to determine how the superseded data were derived.
 AA5544
 AA5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5899339225(NAD 83)
 AA5544_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5544_SP_SET: SIDEWALK
 AA5544_STAMPING: ASHELAND 1992
 AA5544_MARK LOGO: NCGS  
 AA5544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5544+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 AA5544
 AA5544  HISTORY     - Date     Condition        Report By
 AA5544  HISTORY     - 1992     MONUMENTED       NCGS
 AA5544  HISTORY     - 19980226 GOOD             NCGS
 AA5544  HISTORY     - 20041122 GOOD             USPSQD
 AA5544  HISTORY     - 20060123 GOOD             USPSQD
 AA5544
 AA5544                          STATION DESCRIPTION
 AA5544
 AA5544'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AA5544'STATION IS LOCATED IN ASHEVILLE NEAR THE REGIONAL ALLERGY AND ASTHMA
 AA5544'CONSULTANTS. ALONG ASHELAND AVENUE FOR 0.15 MI (0.24 KM) NORTH FROM US
 AA5544'25 (MCDOWELL AVENUE)IN SIDEWALK ACROSS THE STREET FROM 210 ASHELAND
 AA5544'AVENUE. MARK IS ABOUT LEVEL WITH ROAD. LOCATED 28.2 FT (8.6 M) WEST OF
 AA5544'THE CENTERLINE OF ASHELAND AVENUE, 171.1 FT (52.2 M) NORTH OF A
 AA5544'MANHOLE COVER (IN SIDEWALK), AND 84.5 FT (25.8 M) EAST-SOUTHEAST OF A
 AA5544'30-INCH MAPLE WITH A REFERENCE TAG.
 AA5544
 AA5544                          STATION RECOVERY (1998)
 AA5544
 AA5544'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AA5544'RECOVERED AS DESCRIBED.
 AA5544
 AA5544                          STATION RECOVERY (2004)
 AA5544
 AA5544'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5544'RECOVERED IN GOOD CONDITION.
 AA5544
 AA5544                          STATION RECOVERY (2006)
 AA5544
 AA5544'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5503 ***********************************************************************
 EZ5503  PACS        -  This is a Primary Airport Control Station.
 EZ5503  DESIGNATION -  ASHEPORT
 EZ5503  PID         -  EZ5503
 EZ5503  STATE/COUNTY-  NC/RANDOLPH
 EZ5503  USGS QUAD   -  FARMER (1994)
 EZ5503
 EZ5503                         *CURRENT SURVEY CONTROL
 EZ5503  ___________________________________________________________________
 EZ5503* NAD 83(2007)-  35 39 12.88045(N)    079 53 39.37999(W)     ADJUSTED  
 EZ5503* NAVD 88     -       199.978  (meters)     656.09   (feet)  ADJUSTED  
 EZ5503  ___________________________________________________________________
 EZ5503  EPOCH DATE  -        2002.00
 EZ5503  X           -     910,424.684 (meters)                     COMP
 EZ5503  Y           -  -5,108,137.194 (meters)                     COMP
 EZ5503  Z           -   3,697,125.852 (meters)                     COMP
 EZ5503  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 EZ5503  ELLIP HEIGHT-         169.689 (meters)          (02/10/07) ADJUSTED
 EZ5503  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EZ5503  DYNAMIC HT  -         199.807 (meters)     655.53  (feet)  COMP
 EZ5503
 EZ5503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5503  Type    PID    Designation                      North   East  Ellip
 EZ5503  -------------------------------------------------------------------
 EZ5503  NETWORK EZ5503 ASHEPORT                          0.39   0.33   0.94
 EZ5503  -------------------------------------------------------------------
 EZ5503  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 EZ5503
 EZ5503  VERT ORDER  -  SECOND    CLASS II
 EZ5503
 EZ5503.This mark is at Asheboro Airport (W44)
 EZ5503
 EZ5503.The horizontal coordinates were established by GPS observations
 EZ5503.and adjusted by the National Geodetic Survey in February 2007.
 EZ5503
 EZ5503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5503.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5503.The epoch date for horizontal control is a decimal equivalence
 EZ5503.of Year/Month/Day.
 EZ5503
 EZ5503.The orthometric height was determined by differential leveling
 EZ5503.and adjusted in March 2001.
 EZ5503.No vertical observational check was made to the station.
 EZ5503
 EZ5503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5503
 EZ5503.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5503
 EZ5503.The ellipsoidal height was determined by GPS observations
 EZ5503.and is referenced to NAD 83.
 EZ5503
 EZ5503.The geoid height was determined by GEOID03.
 EZ5503
 EZ5503.The dynamic height is computed by dividing the NAVD 88
 EZ5503.geopotential number by the normal gravity value computed on the
 EZ5503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5503.degrees latitude (g = 980.6199 gals.).
 EZ5503
 EZ5503.The modeled gravity was interpolated from observed gravity values.
 EZ5503
 EZ5503;                    North         East     Units Scale Factor Converg.
 EZ5503;SPC NC       -   211,530.804   528,628.604   MT  0.99989711   -0 30 58.1
 EZ5503;SPC NC       -   693,997.31  1,734,342.34   sFT  0.99989711   -0 30 58.1
 EZ5503;UTM  17      - 3,946,089.292   600,092.648   MT  0.99972345   +0 38 40.4
 EZ5503
 EZ5503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5503!SPC NC       -   0.99997337  x   0.99989711  =   0.99987048
 EZ5503!UTM  17      -   0.99997337  x   0.99972345  =   0.99969682
 EZ5503
 EZ5503:                Primary Azimuth Mark                     Grid Az
 EZ5503:SPC NC       -  ASHEPORT AZ MK                           017 17 24.1
 EZ5503:UTM  17      -  ASHEPORT AZ MK                           016 07 45.6
 EZ5503
 EZ5503|---------------------------------------------------------------------|
 EZ5503| PID    Reference Object                     Distance      Geod. Az  |
 EZ5503|                                                           dddmmss.s |
 EZ5503| EZ5506 ASHEPORT AZ MK                      APPROX. 0.7 KM 0164626.0 |
 EZ5503| AI2995 W 44 A                              483.042 METERS 2203129.0 |
 EZ5503|---------------------------------------------------------------------|
 EZ5503
 EZ5503                          SUPERSEDED SURVEY CONTROL
 EZ5503
 EZ5503  NAD 83(2001)-  35 39 12.88058(N)    079 53 39.38010(W) AD(       ) B
 EZ5503  ELLIP H (02/10/03)  169.727  (m)                       GP(       ) 4 2
 EZ5503  NAD 83(1995)-  35 39 12.88086(N)    079 53 39.37983(W) AD(       ) B
 EZ5503  ELLIP H (12/23/99)  169.727  (m)                       GP(       ) 4 2
 EZ5503  NAD 83(1986)-  35 39 12.88692(N)    079 53 39.39156(W) AD(       ) 1
 EZ5503  NAD 83(1986)-  35 39 12.88390(N)    079 53 39.37615(W) AD(       ) 3
 EZ5503  NAD 27      -  35 39 12.37873(N)    079 53 40.23931(W) AD(       ) 3
 EZ5503  NGVD 29 (12/22/97)  200.2    (m)          657.     (f) GPS OBS     3  
 EZ5503
 EZ5503.Superseded values are not recommended for survey control.
 EZ5503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5503.See file dsdata.txt to determine how the superseded data were derived.
 EZ5503
 EZ5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0009346089(NAD 83)
 EZ5503_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ5503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5503_STAMPING: ASHEPORT 1986
 EZ5503_MARK LOGO: NGS   
 EZ5503_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5503+STABILITY: SURFACE MOTION
 EZ5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5503+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 EZ5503
 EZ5503  HISTORY     - Date     Condition        Report By
 EZ5503  HISTORY     - 1986     MONUMENTED       NGS
 EZ5503  HISTORY     - 19890503 GOOD             NCGS
 EZ5503  HISTORY     - 19920215 GOOD             NCGS
 EZ5503  HISTORY     - 19961118 GOOD             NCGS
 EZ5503  HISTORY     - 20000111 GOOD             NCGS
 EZ5503  HISTORY     - 20050512 GOOD             NCGS
 EZ5503
 EZ5503                          STATION DESCRIPTION
 EZ5503
 EZ5503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 EZ5503'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 EZ5503'SOUTHWEST OF ASHEBORO, AT THE ASHEBORO MUNICIPAL AIRPORT, ON THE
 EZ5503'EAST SIDE OF THE RUNWAY NEAR THE WINDSOCK AND APRON.
 EZ5503'OWNERSHIP--CITY OF ASHEBORO, MR. DAVID BULLARD - AIRPORT MANAGER,
 EZ5503'P.O. BOX 2472, ASHEBORO NC, PHONE 919-629-3100.
 EZ5503'
 EZ5503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 EZ5503'HIGHWAY 49 WHICH IS AT THE SOUTHWEST SIDE OF ASHEBORO, GO
 EZ5503'SOUTHWEST FOR 5.1 KM (3.15 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT
 EZ5503'(SR 1163).
 EZ5503'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 2.3 KM (1.4 MI) ON THE PAVED
 EZ5503'ROAD TO A PAVED ROAD (SR 1197).
 EZ5503'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD
 EZ5503'TO THE AIRPORT ENTRANCE ON THE RIGHT.
 EZ5503'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE PAVED AND
 EZ5503'GRAVELED DRIVEWAY TO A GATE AND OPERATIONS BUILDING ON THE RIGHT.
 EZ5503'PASS THRU GATE AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS APRON
 EZ5503'AND PLANE PARKING LOT TO THE WINDSOCK AND THE STATION.
 EZ5503'
 EZ5503'THE STATION IS A STANDARD NGS DISK
 EZ5503'STAMPED---ASHEPORT 1986---,
 EZ5503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ5503'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ5503'19.96 METERS (65.5 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 EZ5503'OF THE TAXIWAY,
 EZ5503'16.46 METERS (54.0 FT) SOUTH-SOUTHWEST FROM THE WINDSOCK,
 EZ5503'13.72 METERS (45.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 EZ5503'OF THE RAMP,
 EZ5503'13.41 METERS (44.0 FT) WEST-NORTHWEST FROM THE EDGE OF APRON AND
 EZ5503'PLANE PARKING LOT AND
 EZ5503'4.72 METERS (15.5 FT) NORTH FROM A RAMP MARKER LIGHT.
 EZ5503'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EZ5503'STAMPED---ASHEPORT 1986---,
 EZ5503'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 EZ5503'
 EZ5503'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 EZ5503'STAMPED---ASHEPORT 1986---,
 EZ5503'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ5503'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ5503'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM A VASI LIGHT,
 EZ5503'23.16 METERS (76.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 EZ5503'SOUTH ENTRANCE OF THE TURNAROUND,
 EZ5503'26.82 METERS (88.0 FT) SOUTHWEST FROM THE SOUTH END OF A 30-INCH
 EZ5503'DRAINAGE CULVERT,
 EZ5503'22.80 METERS (74.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 EZ5503'OF RUNWAY 21 AND
 EZ5503'8.53 METERS (28.0 FT) EAST-SOUTHEAST FROM A RUNWAY MARKER LIGHT.
 EZ5503'TO REACH THE AZIMUTH FROM THE STATION,
 EZ5503'GO NORTH FOR 0.6 KM (0.4 MI) ALONG THE EAST SIDE OF THE RUNWAY TO A
 EZ5503'TURNAROUND AND THE STATION.
 EZ5503'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EZ5503'STAMPED---ASHEPORT 1986---,
 EZ5503'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 EZ5503'
 EZ5503'NO REFERENCE MARKS WERE SET AT THIS TIME.
 EZ5503'
 EZ5503'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 EZ5503'MARCH 1986.
 EZ5503'
 EZ5503'THIS STATION SUITABLE FOR GPS SURVEYS.
 EZ5503'
 EZ5503'DESCRIBED BY K.R. WALLACE.
 EZ5503
 EZ5503                          STATION RECOVERY (1989)
 EZ5503
 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (JGG)
 EZ5503'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. AIRPORT IS
 EZ5503'APPROXIMATELY 5.8 MI (9.3 KM) SOUTHWEST OF ASHEBORO.
 EZ5503
 EZ5503                          STATION RECOVERY (1992)
 EZ5503
 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 EZ5503'RECOVERED AS DESCRIBED.
 EZ5503
 EZ5503                          STATION RECOVERY (1996)
 EZ5503
 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 EZ5503'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY
 EZ5503'AIRPORT CONTROL STATION.
 EZ5503
 EZ5503                          STATION RECOVERY (2000)
 EZ5503
 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 EZ5503'RECOVERED AS DESCRIBED.
 EZ5503
 EZ5503                          STATION RECOVERY (2005)
 EZ5503
 EZ5503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ5503'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5506 ***********************************************************************
 EZ5506  SACS        -  This is a Secondary Airport Control Station.
 EZ5506  DESIGNATION -  ASHEPORT AZ MK
 EZ5506  PID         -  EZ5506
 EZ5506  STATE/COUNTY-  NC/RANDOLPH
 EZ5506  USGS QUAD   -  FARMER (1994)
 EZ5506
 EZ5506                         *CURRENT SURVEY CONTROL
 EZ5506  ___________________________________________________________________
 EZ5506* NAD 83(2007)-  35 39 33.34262(N)    079 53 31.82274(W)     ADJUSTED  
 EZ5506* NAVD 88     -       202.7    (meters)     665.     (feet)  VERT ANG  
 EZ5506  ___________________________________________________________________
 EZ5506  EPOCH DATE  -        2002.00
 EZ5506  X           -     910,547.708 (meters)                     COMP
 EZ5506  Y           -  -5,107,744.089 (meters)                     COMP
 EZ5506  Z           -   3,697,639.872 (meters)                     COMP
 EZ5506  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EZ5506  ELLIP HEIGHT-         172.413 (meters)          (02/10/07) ADJUSTED
 EZ5506  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EZ5506
 EZ5506  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5506  Type    PID    Designation                      North   East  Ellip
 EZ5506  -------------------------------------------------------------------
 EZ5506  NETWORK EZ5506 ASHEPORT AZ MK                    0.45   0.39   1.43
 EZ5506  -------------------------------------------------------------------
 EZ5506
 EZ5506.This mark is at Asheboro Airport (W44)
 EZ5506
 EZ5506.The horizontal coordinates were established by GPS observations
 EZ5506.and adjusted by the National Geodetic Survey in February 2007.
 EZ5506
 EZ5506.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5506.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5506.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5506.The epoch date for horizontal control is a decimal equivalence
 EZ5506.of Year/Month/Day.
 EZ5506
 EZ5506.The orthometric height was determined by vertical angle observations.
 EZ5506
 EZ5506.GPS derived orthometric heights for airport stations designated as
 EZ5506.PACS or SACS are published to 2 decimal places.  This maintains
 EZ5506.centimeter relative accuracy between the PACS and SACS.  It does
 EZ5506.not indicate centimeter accuracy relative to other marks which are
 EZ5506.part of the NAVD 88 network.
 EZ5506
 EZ5506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5506
 EZ5506.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5506
 EZ5506.The ellipsoidal height was determined by GPS observations
 EZ5506.and is referenced to NAD 83.
 EZ5506
 EZ5506.The geoid height was determined by GEOID03.
 EZ5506
 EZ5506;                    North         East     Units Scale Factor Converg.
 EZ5506;SPC NC       -   212,159.651   528,824.343   MT  0.99989781   -0 30 53.8
 EZ5506;SPC NC       -   696,060.45  1,734,984.53   sFT  0.99989781   -0 30 53.8
 EZ5506;UTM  17      - 3,946,721.866   600,275.576   MT  0.99972391   +0 38 45.2
 EZ5506
 EZ5506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5506!SPC NC       -   0.99997294  x   0.99989781  =   0.99987075
 EZ5506!UTM  17      -   0.99997294  x   0.99972391  =   0.99969686
 EZ5506
 EZ5506:                Primary Azimuth Mark                     Grid Az
 EZ5506:SPC NC       -  ASHEPORT                                 197 17 24.2
 EZ5506:UTM  17      -  ASHEPORT                                 196 07 45.2
 EZ5506
 EZ5506|---------------------------------------------------------------------|
 EZ5506| PID    Reference Object                     Distance      Geod. Az  |
 EZ5506|                                                           dddmmss.s |
 EZ5506| EZ5503 ASHEPORT                            APPROX. 0.7 KM 1964630.4 |
 EZ5506|---------------------------------------------------------------------|
 EZ5506
 EZ5506                          SUPERSEDED SURVEY CONTROL
 EZ5506
 EZ5506  NAD 83(2001)-  35 39 33.34274(N)    079 53 31.82284(W) AD(       ) 1
 EZ5506  ELLIP H (02/10/03)  172.450  (m)                       GP(       ) 4 2
 EZ5506  NAD 83(1995)-  35 39 33.34302(N)    079 53 31.82258(W) AD(       ) 1
 EZ5506  ELLIP H (12/23/99)  172.451  (m)                       GP(       ) 4 2
 EZ5506  NAD 83(1986)-  35 39 33.34907(N)    079 53 31.83411(W) AD(       ) 2
 EZ5506  NAD 83(1986)-  35 39 33.34588(N)    079 53 31.81741(W) AD(       ) 3
 EZ5506  NAD 27      -  35 39 32.84090(N)    079 53 32.68047(W) AD(       ) 3
 EZ5506  NGVD 29 (01/20/89)  203.0    (m)          666.     (f) GPS OBS     3  
 EZ5506
 EZ5506.Superseded values are not recommended for survey control.
 EZ5506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5506.See file dsdata.txt to determine how the superseded data were derived.
 EZ5506
 EZ5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0027646722(NAD 83)
 EZ5506_MARKER: DZ = AZIMUTH MARK DISK
 EZ5506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5506_STAMPING: ASHEPORT 1986
 EZ5506_MARK LOGO: NGS   
 EZ5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5506+STABILITY: SURFACE MOTION
 EZ5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5506+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 EZ5506
 EZ5506  HISTORY     - Date     Condition        Report By
 EZ5506  HISTORY     - 1986     MONUMENTED       NGS
 EZ5506  HISTORY     - 19890503 GOOD             NCGS
 EZ5506  HISTORY     - 19961118 GOOD             NCGS
 EZ5506  HISTORY     - 20070727 MARK NOT FOUND   WOOLPT
 EZ5506
 EZ5506                          STATION DESCRIPTION
 EZ5506
 EZ5506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 EZ5506'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 EZ5506'SOUTHWEST OF ASHEBORO, AT THE ASHEBORO MUNICIPAL AIRPORT, ON THE
 EZ5506'EAST SIDE OF THE RUNWAY, NEAR THE NORTH END OF THE RUNWAY.
 EZ5506'OWNERSHIP--CITY OF ASHEBORO, MR. DAVID BULLARD - AIRPORT MANAGER,
 EZ5506'P.O. BOX 2472, ASHEBORO NC 37203, PHONE 919-629-3100.
 EZ5506'
 EZ5506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 EZ5506'HIGHWAY 49 WHICH IS AT THE SOUTHWEST SIDE OF ASHEBORO, GO
 EZ5506'SOUTHWEST FOR 5.1 KM (3.15 MI) ON HIGHWAY 49 TO A PAVED ROAD LEFT
 EZ5506'(SR 1163).
 EZ5506'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 2.3 KM (1.4 MI) ON THE PAVED
 EZ5506'ROAD TO A PAVED ROAD (SR 1197).
 EZ5506'TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD
 EZ5506'TO THE AIRPORT ENTRANCE ON THE RIGHT.
 EZ5506'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE PAVED AND
 EZ5506'GRAVELED DRIVEWAY TO A GATE AND OPERATIONS BUILDING ON THE RIGHT.
 EZ5506'PASS THRU GATE AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ACROSS APRON
 EZ5506'AND PLANE PARKING LOT TO THE WINDSOCK AND STATION ASHEPORT.  GO
 EZ5506'NORTH FOR 0.6 KM (0.4 MI) ALONG THE EAST SIDE OF THE RUNWAY TO A
 EZ5506'TURNAROUND AND THE STATION.
 EZ5506'
 EZ5506'THE STATION IS A STANDARD NGS DISK
 EZ5506'STAMPED---ASHEPORT 1986---,
 EZ5506'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ5506'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ5506'41.30 METERS (135.5 FT) NORTH-NORTHEAST FROM A VASI LIGHT,
 EZ5506'23.16 METERS (76.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 EZ5506'SOUTH ENTRANCE OF THE TURNAROUND,
 EZ5506'26.82 METERS (88.0 FT) SOUTHWEST FROM THE SOUTH END OF A 30-INCH
 EZ5506'DRAINAGE CULVERT,
 EZ5506'22.80 METERS (74.8 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 EZ5506'OF THE RUNWAY AND
 EZ5506'8.53 METERS (28.0 FT) EAST-SOUTHEAST FROM A RUNWAY MARKER LIGHT.
 EZ5506'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EZ5506'STAMPED---ASHEPORT 1986---,
 EZ5506'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 EZ5506'
 EZ5506'NO REFERENCE MARKS WERE SET AT THIS TIME.
 EZ5506'
 EZ5506'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 EZ5506'MARCH 1986.
 EZ5506'
 EZ5506'THIS STATION SUITABLE FOR GPS SURVEYS.
 EZ5506'
 EZ5506'DESCRIBED BY K.R. WALLACE.
 EZ5506
 EZ5506                          STATION RECOVERY (1989)
 EZ5506
 EZ5506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ5506'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF ASHEBORO AT THE
 EZ5506'NORTH END OF THE RUNWAY OF THE ASHEPORT MUNICIPAL AIRPORT. PROCEED
 EZ5506'ALONG NC 49 FOR 3.5 MI (5.6 KM) SOUTHWEST FROM THE US 220 INTERCHANGE,
 EZ5506'THENCE SOUTH FOR 1.4 MI (2.3 KM) SOUTH ALONG SR 1163 (HILL FARM ROAD)
 EZ5506'TO THE AIRPORT ENTRANCE ROAD, THENCE NORTHWEST ALONG THE ENTRANCE ROAD
 EZ5506'TO THE OPERATIONS BUILDING, THENCE ALONG THE EAST SIDE OF THE RUNWAY
 EZ5506'FOR ABOUT 0.45 MI (0.72 KM) NORTH-NORTHEAST TO A TURN-A-ROUND AND THE
 EZ5506'STATION. MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 EZ5506'RUNWAY. LOCATED 74.8 FT (22.8 M) EAST-SOUTHEAST OF THE CENTER OF THE
 EZ5506'RUNWAY, 76.0 FT (23.2 M) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE OF
 EZ5506'THE TURN-A-ROUND, 28.0 FT (8.5 M) EAST-SOUTHEAST OF A RUNWAY MARKER
 EZ5506'LIGHT, 88.0 FT (26.8 M) SOUTHWEST OF THE SOUTH END OF A 30-INCH
 EZ5506'DRAINAGE CULVERT, AND 135.5 FT (41.3 M) NORTH-NORTHEAST A VASI LIGHT.
 EZ5506
 EZ5506                          STATION RECOVERY (1996)
 EZ5506
 EZ5506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 EZ5506'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY
 EZ5506'AIRPORT CONTROL STATION.
 EZ5506
 EZ5506                          STATION RECOVERY (2007)
 EZ5506
 EZ5506'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JFH)
 EZ5506'MARK NOT FOUND.  APPARENTLY DESTROYED BY RUNWAY EXTENSION PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2924 ***********************************************************************
 FB2924  DESIGNATION -  ASHEVILLE
 FB2924  PID         -  FB2924
 FB2924  STATE/COUNTY-  NC/POLK
 FB2924  USGS QUAD   -  CLIFFIELD MTN (1991)
 FB2924
 FB2924                         *CURRENT SURVEY CONTROL
 FB2924  ___________________________________________________________________
 FB2924* NAD 83(2001)-  35 15 13.06726(N)    082 20 41.81367(W)     ADJUSTED  
 FB2924* NAVD 88     -       580.7    (meters)    1905.     (feet)  VERTCON   
 FB2924  ___________________________________________________________________
 FB2924  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 FB2924  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FB2924  HORZ ORDER  -  SECOND
 FB2924
 FB2924.The horizontal coordinates were established by classical geodetic methods
 FB2924.and adjusted by the National Geodetic Survey in August 2005.
 FB2924
 FB2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2924
 FB2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2924
 FB2924.The geoid height was determined by GEOID03.
 FB2924
 FB2924;                    North         East     Units Scale Factor Converg.
 FB2924;SPC NC       -   171,925.020   305,288.602   MT  0.99987259   -1 55 50.2
 FB2924;SPC NC       -   564,057.34  1,001,601.02   sFT  0.99987259   -1 55 50.2
 FB2924;UTM  17      - 3,901,999.201   377,647.366   MT  0.99978449   -0 46 35.0
 FB2924
 FB2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2924!SPC NC       -   0.99991375  x   0.99987259  =   0.99978635
 FB2924!UTM  17      -   0.99991375  x   0.99978449  =   0.99969826
 FB2924
 FB2924:                Primary Azimuth Mark                     Grid Az
 FB2924:SPC NC       -  TWIN OAK                                 292 40 31.4
 FB2924:UTM  17      -  TWIN OAK                                 291 31 16.2
 FB2924
 FB2924|---------------------------------------------------------------------|
 FB2924| PID    Reference Object                     Distance      Geod. Az  |
 FB2924|                                                           dddmmss.s |
 FB2924| FB2926 TWIN OAK                            APPROX. 0.9 KM 2904441.2 |
 FB2924|---------------------------------------------------------------------|
 FB2924
 FB2924                          SUPERSEDED SURVEY CONTROL
 FB2924
 FB2924  NAD 83(1986)-  35 15 13.08359(N)    082 20 41.81563(W) AD(       ) 2
 FB2924  NAD 27      -  35 15 12.66720(N)    082 20 42.38483(W) AD(       ) 2
 FB2924  NGVD 29 (07/19/86)  580.7    (m)         1905.     (f) VERT ANG    3  
 FB2924
 FB2924.Superseded values are not recommended for survey control.
 FB2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2924.See file dsdata.txt to determine how the superseded data were derived.
 FB2924
 FB2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7764701999(NAD 83)
 FB2924_MARKER: DE = TRAVERSE STATION DISK
 FB2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2924_SP_SET: CONCRETE POST
 FB2924_STAMPING: ASHEVILLE 1974
 FB2924_MARK LOGO: NCGS  
 FB2924_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2924+STABILITY: SURFACE MOTION
 FB2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2924+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 FB2924
 FB2924  HISTORY     - Date     Condition        Report By
 FB2924  HISTORY     - 1974     MONUMENTED       NCGS
 FB2924  HISTORY     - 1974     GOOD             NCGS
 FB2924  HISTORY     - 19880719 GOOD             NCGS
 FB2924  HISTORY     - 19920210 GOOD             NCGS
 FB2924
 FB2924                          STATION DESCRIPTION
 FB2924
 FB2924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2924'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF SALUDA AND 7.0
 FB2924'MILES WEST-NORTHWEST OF TRYON.
 FB2924'
 FB2924'TO REACH STATION FROM THE SOUTHEAST END OF I-26 BRIDGE OVER GREEN
 FB2924'RIVER IN SOUTHEAST HENDERSON COUNTY, PROCEED SOUTHEAST ALONG I-26 FOR
 FB2924'2.2 MILES TO STATION ON THE LEFT IN SHOULDER, UNDER MILEAGE SIGN AND
 FB2924'0.2 MILE SOUTHEAST OF HENDERSON-POLK COUNTY LINE.
 FB2924'
 FB2924'STATION MARK IS A STANDARD DISK, STAMPED---ASHEVILLE 1974---, SET IN
 FB2924'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE
 FB2924'GROUND SURFACE.  MARK IS 28.2 FEET NORTH-NORTHEAST OF CENTERLINE OF
 FB2924'I-26 WESTBOUND LANE, 59.4 FEET EAST-SOUTHEAST OF EAST END OF CONCRETE
 FB2924'CATCH BASIN IN NORTH DITCH OF WESTBOUND LANE, 63.4 FEET NORTHEAST OF
 FB2924'CENTER OF METAL GRATE OF FOURTH CATCH BASIN IN MEDIAN EAST OF AN
 FB2924'OVERPASS AND 1.7 FEET SOUTH OF NORTH LEG OF MILEAGE SIGN --ASHEVILLE
 FB2924'34, FLETCHER 20--.
 FB2924
 FB2924                          STATION RECOVERY (1974)
 FB2924
 FB2924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 FB2924'RECOVERED IN GOOD CONDITION.
 FB2924
 FB2924                          STATION RECOVERY (1988)
 FB2924
 FB2924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2924'RECOVERED IN GOOD CONDITION.
 FB2924
 FB2924                          STATION RECOVERY (1992)
 FB2924
 FB2924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2924'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3176 ***********************************************************************
 FB3176  DESIGNATION -  ASHEVILLE
 FB3176  PID         -  FB3176
 FB3176  STATE/COUNTY-  NC/BUNCOMBE
 FB3176  USGS QUAD   -  ASHEVILLE (1991)
 FB3176
 FB3176                         *CURRENT SURVEY CONTROL
 FB3176  ___________________________________________________________________
 FB3176* NAD 83(2001)-  35 35 42.14756(N)    082 33 19.12946(W)     ADJUSTED  
 FB3176* NAVD 88     -       676.     (meters)    2218.     (feet)  SCALED    
 FB3176  ___________________________________________________________________
 FB3176  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FB3176  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB3176  HORZ ORDER  -  SECOND
 FB3176
 FB3176.The horizontal coordinates were established by classical geodetic methods
 FB3176.and adjusted by the National Geodetic Survey in August 2005.
 FB3176
 FB3176.The orthometric height was scaled from a topographic map.
 FB3176
 FB3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3176
 FB3176.The geoid height was determined by GEOID03.
 FB3176
 FB3176;                    North         East     Units Scale Factor Converg.
 FB3176;SPC NC       -   210,440.293   287,514.332   MT  0.99989048   -2 03 07.3
 FB3176;SPC NC       -   690,419.53    943,286.60   sFT  0.99989048   -2 03 07.3
 FB3176;UTM  17      - 3,940,147.333   359,104.497   MT  0.99984463   -0 54 19.5
 FB3176
 FB3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3176!SPC NC       -   0.99989860  x   0.99989048  =   0.99978909
 FB3176!UTM  17      -   0.99989860  x   0.99984463  =   0.99974324
 FB3176
 FB3176|---------------------------------------------------------------------|
 FB3176| PID    Reference Object                     Distance      Geod. Az  |
 FB3176|                                                           dddmmss.s |
 FB3176| FB3174 ALLEY                                67.800 METERS 00358     |
 FB3176| FB3450 ASHEVILLE RM 1                       26.900 METERS 07156     |
 FB3176| FB3451 ASHEVILLE RM 2                       18.320 METERS 16814     |
 FB3176| FB3241 SPIVEY                              APPROX. 8.8 KM 2742145.7 |
 FB3176| FB3175 ASHEVILLE A                          64.843 METERS 31127     |
 FB3176|---------------------------------------------------------------------|
 FB3176
 FB3176                          SUPERSEDED SURVEY CONTROL
 FB3176
 FB3176  NAD 83(1995)-  35 35 42.14898(N)    082 33 19.13083(W) AD(       ) 2
 FB3176  NAD 83(1986)-  35 35 42.15507(N)    082 33 19.12900(W) AD(       ) 2
 FB3176  NAD 27      -  35 35 41.75700(N)    082 33 19.66600(W) AD(       ) 2
 FB3176
 FB3176.Superseded values are not recommended for survey control.
 FB3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3176.See file dsdata.txt to determine how the superseded data were derived.
 FB3176
 FB3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5910440147(NAD 83)
 FB3176_MARKER: DS = TRIANGULATION STATION DISK
 FB3176_SETTING: 0 = UNSPECIFIED SETTING
 FB3176_STAMPING: ASHEVILLE 1933
 FB3176_MARK LOGO: CGS   
 FB3176
 FB3176  HISTORY     - Date     Condition        Report By
 FB3176  HISTORY     - 1933     MONUMENTED       CGS
 FB3176  HISTORY     - 1966     SEE DESCRIPTION  CGS
 FB3176
 FB3176                          STATION DESCRIPTION
 FB3176
 FB3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FB3176'STATION IS IN ASHEVILLE, IN CENTER OF 4-INCH VENTILATING PIPE IN
 FB3176'NORTHWEST CORNER OF ROOF OF FLAT IRON BUILDING, 7.9 FEET FROM
 FB3176'INSIDE NORTHWEST CORNER OF PARAPET.  STATION MARK IS STANDARD DISK
 FB3176'STATION MARK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS.  NO. 1
 FB3176'IS IN NORTHWEST CONCRETE PIER OF NORTHEAST RADIO TOWER, AND 26.90
 FB3176'METERS (88.25 FEET) FROM STATION IN 71 DEG 57 MIN E.
 FB3176'NO. 2 IS IN NORTHWEST PIER OF SOUTHWEST RADIO TOWER, AND 18.32 METERS
 FB3176'(60.10 FEET) FROM STATION S 11 DEG 40 MIN E.  BEARING FROM
 FB3176'STATION TO BLACK WATER TANK IN WEST ASHEVILLE IS N 61 DEG 23 MIN E.
 FB3176'STATION ALLEY (SEE DESCRIPTION THEREOF) IS 67.800 METERS
 FB3176'(222.44 FEET) FROM STATION N 3 DEG 58 MIN E.
 FB3176
 FB3176                          STATION RECOVERY (1966)
 FB3176
 FB3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DCW)
 FB3176'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, THE STATION MARK
 FB3176'DISK HAS BEEN REMOVED FROM THE 4 INCH VENT PIPE.  CENTER OF PIPE
 FB3176'NOW MARKS THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9641 ***********************************************************************
 AF9641  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9641  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9641  DESIGNATION -  ASHEVILLE CORS ARP
 AF9641  CORS_ID     -  ASHV
 AF9641  PID         -  AF9641
 AF9641  STATE/COUNTY-  NC/BUNCOMBE
 AF9641  USGS QUAD   -  ASHEVILLE (1991)
 AF9641
 AF9641                         *CURRENT SURVEY CONTROL
 AF9641  ___________________________________________________________________
 AF9641* NAD 83(CORS)-  35 35 58.01136(N)    082 32 46.31844(W)     ADJUSTED  
 AF9641* NAVD 88     -       690.50   (meters)    2265.4    (feet)  GPS OBS   
 AF9641  ___________________________________________________________________
 AF9641  EPOCH DATE  -        2002.00
 AF9641  X           -     673,610.259 (meters)                     COMP
 AF9641  Y           -  -5,148,655.123 (meters)                     COMP
 AF9641  Z           -   3,692,529.679 (meters)                     COMP
 AF9641  ELLIP HEIGHT-         660.515 (meters)          (03/??/02) ADJUSTED
 AF9641  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AF9641  HORZ ORDER  -  SPECIAL (CORS)
 AF9641  ELLP ORDER  -  SPECIAL (CORS)
 AF9641
 AF9641.ITRF positions are available for this station.
 AF9641.The coordinates were established by GPS observations
 AF9641.and adjusted by the National Geodetic Survey in March 2002.
 AF9641.The coordinates are valid at the epoch date displayed above.
 AF9641.The epoch date for horizontal control is a decimal equivalence
 AF9641.of Year/Month/Day.
 AF9641
 AF9641.The orthometric height was determined by GPS observations and a
 AF9641.high-resolution geoid model.
 AF9641.The orthometric height was determined by GPS observations and a
 AF9641.high-resolution geoid model using precise GPS observation and
 AF9641.processing techniques.
 AF9641
 AF9641.The PID for the CORS L1 Phase Center is AE1955.
 AF9641
 AF9641.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9641
 AF9641.The ellipsoidal height was determined by GPS observations
 AF9641.and is referenced to NAD 83.
 AF9641
 AF9641.The geoid height was determined by GEOID03.
 AF9641
 AF9641;                    North         East     Units Scale Factor Converg.
 AF9641;SPC NC       -   210,899.314   288,357.121   MT  0.99989095   -2 02 48.3
 AF9641;SPC NC       -   691,925.50    946,051.65   sFT  0.99989095   -2 02 48.3
 AF9641
 AF9641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9641!SPC NC       -   0.99989634  x   0.99989095  =   0.99978730
 AF9641
 AF9641                          SUPERSEDED SURVEY CONTROL
 AF9641
 AF9641  NAD 83(CORS)-  35 35 58.01129(N)    082 32 46.31865(W) AD(1997.00) c
 AF9641  ELLIP H (04/??/00)  660.497  (m)                       GP(1997.00) c c
 AF9641  NAD 83(CORS)-  35 35 58.01133(N)    082 32 46.31870(W) AD(1996.00) c
 AF9641  NAD 83(CORS)-  35 35 58.01133(N)    082 32 46.31870(W) AD(1997.00) c
 AF9641  ELLIP H (08/??/97)  660.521  (m)                       GP(1997.00) c c
 AF9641  ELLIP H (08/??/97)  660.521  (m)                       GP(1996.00) c c
 AF9641
 AF9641.Superseded values are not recommended for survey control.
 AF9641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9641.See file dsdata.txt to determine how the superseded data were derived.
 AF9641
 AF9641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5993840623(NAD 83)
 AF9641_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9641
 AF9641                          STATION DESCRIPTION
 AF9641
 AF9641'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9641'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9641'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9641'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9641'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9641'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1955 ***********************************************************************
 AE1955  CORS        -  This is a GPS Continuously Operating Reference Station.
 AE1955  DESIGNATION -  ASHEVILLE CORS L1 PHASE CENTER
 AE1955  CORS_ID     -  ASHV
 AE1955  PID         -  AE1955
 AE1955  STATE/COUNTY-  NC/BUNCOMBE
 AE1955  USGS QUAD   -  ASHEVILLE (1991)
 AE1955
 AE1955                         *CURRENT SURVEY CONTROL
 AE1955  ___________________________________________________________________
 AE1955* NAD 83(CORS)-  35 35 58.01140(N)    082 32 46.31842(W)     ADJUSTED  
 AE1955* NAVD 88     -       690.5    (meters)    2265.     (feet)  GPS OBS   
 AE1955  ___________________________________________________________________
 AE1955  EPOCH DATE  -        2002.00
 AE1955  X           -     673,610.271 (meters)                     COMP
 AE1955  Y           -  -5,148,655.211 (meters)                     COMP
 AE1955  Z           -   3,692,529.744 (meters)                     COMP
 AE1955  ELLIP HEIGHT-         660.625 (meters)          (03/??/02) ADJUSTED
 AE1955  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AE1955  HORZ ORDER  -  SPECIAL (CORS)
 AE1955  ELLP ORDER  -  SPECIAL (CORS)
 AE1955
 AE1955.ITRF positions are available for this station.
 AE1955.The coordinates were established by GPS observations
 AE1955.and adjusted by the National Geodetic Survey in March 2002.
 AE1955.The coordinates are valid at the epoch date displayed above.
 AE1955.The epoch date for horizontal control is a decimal equivalence
 AE1955.of Year/Month/Day.
 AE1955
 AE1955.The orthometric height was determined by GPS observations and a
 AE1955.high-resolution geoid model.
 AE1955
 AE1955.The PID for the CORS ARP is AF9641.
 AE1955
 AE1955.The XYZ, and position/ellipsoidal ht. are equivalent.
 AE1955
 AE1955.The ellipsoidal height was determined by GPS observations
 AE1955.and is referenced to NAD 83.
 AE1955
 AE1955.The geoid height was determined by GEOID03.
 AE1955
 AE1955;                    North         East     Units Scale Factor Converg.
 AE1955;SPC NC       -   210,899.316   288,357.122   MT  0.99989095   -2 02 48.3
 AE1955;SPC NC       -   691,925.51    946,051.66   sFT  0.99989095   -2 02 48.3
 AE1955
 AE1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1955!SPC NC       -   0.99989632  x   0.99989095  =   0.99978728
 AE1955
 AE1955                          SUPERSEDED SURVEY CONTROL
 AE1955
 AE1955  NAD 83(CORS)-  35 35 58.01133(N)    082 32 46.31863(W) AD(1997.00) c
 AE1955  ELLIP H (04/??/00)  660.607  (m)                       GP(1997.00) c c
 AE1955  NAD 83(CORS)-  35 35 58.01137(N)    082 32 46.31868(W) AD(1996.00) c
 AE1955  NAD 83(CORS)-  35 35 58.01137(N)    082 32 46.31868(W) AD(1997.00) c
 AE1955  ELLIP H (08/??/97)  660.631  (m)                       GP(1997.00) c c
 AE1955  ELLIP H (08/??/97)  660.631  (m)                       GP(1996.00) c c
 AE1955  NGVD 29 (09/30/94)  690.4    (m)         2265.     (f) GPS OBS     3  
 AE1955
 AE1955.Superseded values are not recommended for survey control.
 AE1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1955.See file dsdata.txt to determine how the superseded data were derived.
 AE1955
 AE1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5993840623(NAD 83)
 AE1955_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AE1955_MARK LOGO: NONE  
 AE1955
 AE1955                          STATION DESCRIPTION
 AE1955
 AE1955'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AE1955'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AE1955'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AE1955'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AE1955'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AE1955'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3200 ***********************************************************************
 FB3200  DESIGNATION -  ASHEVILLE NW BANK BLDG BEACON
 FB3200  PID         -  FB3200
 FB3200  STATE/COUNTY-  NC/BUNCOMBE
 FB3200  USGS QUAD   -  ASHEVILLE (1991)
 FB3200
 FB3200                         *CURRENT SURVEY CONTROL
 FB3200  ___________________________________________________________________
 FB3200* NAD 83(2001)-  35 35 42.61279(N)    082 33 07.89385(W)     ADJUSTED  
 FB3200* NAVD 88     -              **(meters)            **(feet)            
 FB3200  ___________________________________________________________________
 FB3200  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FB3200  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB3200  HORZ ORDER  -  THIRD
 FB3200
 FB3200.The horizontal coordinates were established by classical geodetic methods
 FB3200.and adjusted by the National Geodetic Survey in August 2005.
 FB3200
 FB3200
 FB3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3200
 FB3200.The geoid height was determined by GEOID03.
 FB3200
 FB3200;                    North         East     Units Scale Factor Converg.
 FB3200;SPC NC       -   210,444.499   287,797.465   MT  0.99989050   -2 03 00.8
 FB3200;SPC NC       -   690,433.33    944,215.52   sFT  0.99989050   -2 03 00.8
 FB3200;UTM  17      - 3,940,157.203   359,387.476   MT  0.99984365   -0 54 13.0
 FB3200
 FB3200                          SUPERSEDED SURVEY CONTROL
 FB3200
 FB3200  NAD 83(1995)-  35 35 42.61340(N)    082 33 07.89432(W) AD(       ) 4
 FB3200  NAD 83(1986)-  35 35 42.62025(N)    082 33 07.89314(W) AD(       ) 4
 FB3200  NAD 27      -  35 35 42.22189(N)    082 33 08.42984(W) AD(       ) 3
 FB3200
 FB3200.Superseded values are not recommended for survey control.
 FB3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3200.See file dsdata.txt to determine how the superseded data were derived.
 FB3200
 FB3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5938740157(NAD 83)
 FB3200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3200+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 FB3200
 FB3200  HISTORY     - Date     Condition        Report By
 FB3200  HISTORY     - 1972     FIRST OBSERVED   NCGS
 FB3200  HISTORY     - 19920609 GOOD             NCGS
 FB3200  HISTORY     - 19950912 GOOD             USPSQD
 FB3200  HISTORY     - 20041122 GOOD             USPSQD
 FB3200
 FB3200                          STATION DESCRIPTION
 FB3200
 FB3200'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB3200'ASHEVILLE, NW BANK BEACON LIGHT IS A N.C. GEODETIC SURVEY TRAVERSE
 FB3200'STATION IN DOWNTOWN ASHEVILLE.
 FB3200'
 FB3200'STATION IS LOCATED ON THE NORTHWESTERN BANK BUILDING ON THE EAST SIDE
 FB3200'OF THE ELEVATOR SHAFT SECTION, 1.875 FEET EAST OF BANK 1967 (NCGS),
 FB3200'APPROXIMATELY 2-1/2 FEET HIGH AND 1 FOOT IN DIAMETER.  IT IS A RED
 FB3200'BLINKING LIGHT.
 FB3200'
 FB3200'THE BEACON LIGHT WAS TRAVERSED TO FROM STATION BANK 1967 (NCGS).
 FB3200
 FB3200                          STATION RECOVERY (1992)
 FB3200
 FB3200'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3200'RECOVERED IN GOOD CONDITION.  BANK BUILDING IS NOW BB AND T BUILDING.
 FB3200
 FB3200                          STATION RECOVERY (1995)
 FB3200
 FB3200'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3200'RECOVERED IN GOOD CONDITION.
 FB3200
 FB3200                          STATION RECOVERY (2004)
 FB3200
 FB3200'RECOVERY NOTE BY US POWER SQUADRON 2004
 FB3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9925 ***********************************************************************
 AE9925  DESIGNATION -  ASHFORD
 AE9925  PID         -  AE9925
 AE9925  STATE/COUNTY-  NC/MCDOWELL
 AE9925  USGS QUAD   -  LINVILLE FALLS (1994)
 AE9925
 AE9925                         *CURRENT SURVEY CONTROL
 AE9925  ___________________________________________________________________
 AE9925* NAD 83(2001)-  35 52 33.88647(N)    081 56 28.02317(W)     ADJUSTED  
 AE9925* NAVD 88     -       529.9    (meters)    1739.     (feet)  VERTCON   
 AE9925  ___________________________________________________________________
 AE9925  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 AE9925  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AE9925  HORZ ORDER  -  SECOND
 AE9925
 AE9925.The horizontal coordinates were established by classical geodetic methods
 AE9925.and adjusted by the National Geodetic Survey in August 2005.
 AE9925
 AE9925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9925
 AE9925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9925
 AE9925.The geoid height was determined by GEOID03.
 AE9925
 AE9925;                    North         East     Units Scale Factor Converg.
 AE9925;SPC NC       -   239,785.442   344,061.920   MT  0.99993184   -1 41 51.1
 AE9925;SPC NC       -   786,696.07  1,128,809.82   sFT  0.99993184   -1 41 51.1
 AE9925;UTM  17      - 3,970,612.914   415,045.605   MT  0.99968893   -0 33 05.6
 AE9925
 AE9925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9925!SPC NC       -   0.99992177  x   0.99993184  =   0.99985362
 AE9925!UTM  17      -   0.99992177  x   0.99968893  =   0.99961073
 AE9925
 AE9925                          SUPERSEDED SURVEY CONTROL
 AE9925
 AE9925  NAD 83(1995)-  35 52 33.88658(N)    081 56 28.02274(W) AD(       ) 2
 AE9925  NAD 83(1986)-  35 52 33.89453(N)    081 56 28.02384(W) AD(       ) 2
 AE9925  NGVD 29 (05/27/98)  530.0    (m)         1739.     (f) VERT ANG    3  
 AE9925
 AE9925.Superseded values are not recommended for survey control.
 AE9925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9925.See file dsdata.txt to determine how the superseded data were derived.
 AE9925
 AE9925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1504670613(NAD 83)
 AE9925_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9925_STAMPING: ASHFORD 1986
 AE9925_MARK LOGO: NCGS  
 AE9925_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9925+STABILITY: SURFACE MOTION
 AE9925
 AE9925  HISTORY     - Date     Condition        Report By
 AE9925  HISTORY     - 1986     MONUMENTED       NCGS
 AE9925
 AE9925                          STATION DESCRIPTION
 AE9925
 AE9925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9925'STATION IS LOCATED IN ASHFORD, AND 22.05 KM (13.70 MI) NORTH-NORTHEAST
 AE9925'OF MARION. ALONG US 221 FOR 0.3 KM (0.20 MI) SOUTH-SOUTHWEST FROM THE
 AE9925'CLINCHFIELD RAILROAD OVERPASS, IN SOUTHEAST SHOULDER, AND ABOUT ON
 AE9925'PROLONGATION OF THE NORTHEAST CHAIN LINK FENCE OF A TENNIS COURT ON
 AE9925'SOUTH SIDE OF LINVILLE MOTOR INN. MARK IS RECESSED 2 INCHES BELOW
 AE9925'GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 5.24 M (17.19 FT) SOUTHEAST
 AE9925'FROM THE CENTERLINE OF THE HIGHWAY, 12.95 M (42.49 FT) SOUTHWEST FROM
 AE9925'THE CENTERLINE OF A GRAVEL DRIVE, 20.12 M (66.01 FT) SOUTHEAST FROM
 AE9925'THE NORTHEAST FENCE CORNER OF A TENNIS COURT--AND 1.62 M (5.31 FT)
 AE9925'NORTHWEST FROM A 10-INCH WHITE PINE, 17.31 M (56.79 FT) EAST-SOUTHEAST
 AE9925'FROM A 24-INCH ASH, AND 27.8 M (91.2 FT) EAST FROM A TELEPHONE POLE
 AE9925'(2/147)--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7013 ***********************************************************************
 AE7013  DESIGNATION -  ASHLAND
 AE7013  PID         -  AE7013
 AE7013  STATE/COUNTY-  NC/CABARRUS
 AE7013  USGS QUAD   -  CONCORD (1987)
 AE7013
 AE7013                         *CURRENT SURVEY CONTROL
 AE7013  ___________________________________________________________________
 AE7013* NAD 83(2001)-  35 25 48.45647(N)    080 36 54.81335(W)     ADJUSTED  
 AE7013* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 AE7013  ___________________________________________________________________
 AE7013  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AE7013  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AE7013  HORZ ORDER  -  SECOND
 AE7013
 AE7013.The horizontal coordinates were established by classical geodetic methods
 AE7013.and adjusted by the National Geodetic Survey in August 2005.
 AE7013
 AE7013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7013
 AE7013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7013
 AE7013.The geoid height was determined by GEOID03.
 AE7013
 AE7013;                    North         East     Units Scale Factor Converg.
 AE7013;SPC NC       -   187,569.994   462,950.403   MT  0.99987742   -0 55 56.1
 AE7013;SPC NC       -   615,385.89  1,518,863.11   sFT  0.99987742   -0 55 56.1
 AE7013;UTM  17      - 3,920,812.174   534,926.634   MT  0.99961503   +0 13 23.0
 AE7013
 AE7013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7013!SPC NC       -   0.99997222  x   0.99987742  =   0.99984964
 AE7013!UTM  17      -   0.99997222  x   0.99961503  =   0.99958726
 AE7013
 AE7013                          SUPERSEDED SURVEY CONTROL
 AE7013
 AE7013  NAD 83(1986)-  35 25 48.46626(N)    080 36 54.82120(W) AD(       ) 2
 AE7013  NGVD 29 (09/29/97)  207.9    (m)          682.     (f) VERT ANG    3  
 AE7013
 AE7013.Superseded values are not recommended for survey control.
 AE7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7013.See file dsdata.txt to determine how the superseded data were derived.
 AE7013
 AE7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3492720812(NAD 83)
 AE7013_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7013_STAMPING: ASHLAND 1986
 AE7013_MARK LOGO: NCGS  
 AE7013_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7013+STABILITY: SURFACE MOTION
 AE7013
 AE7013  HISTORY     - Date     Condition        Report By
 AE7013  HISTORY     - 1986     MONUMENTED       NCGS
 AE7013
 AE7013                          STATION DESCRIPTION
 AE7013
 AE7013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE7013'STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) NORTHWEST OF CONCORD, 4.83
 AE7013'KM (3.00 MI) SOUTH OF KANNAPOLIS. ALONG NC 73 FOR 0.31 KM (0.19 MI)
 AE7013'WEST FROM US 601 AND US 29 IN SOUTH CONCORD, IN ISLAND AT EXXON
 AE7013'STATION, IN SOUTHEAST QUADRANT AT CENTRAL DRIVE. MARK IS 1 FOOT HIGHER
 AE7013'THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 6.4 M (21.0 FT) SOUTH OF
 AE7013'THE CENTERLINE OF HIGHWAY, 10.0 M (32.8 FT) EAST OF THE CENTERLINE OF
 AE7013'ROAD, 11.4 M (37.4 FT) WEST OF TOP OF DRAIN COVER, 10.8 M (35.4 FT)
 AE7013'NORTH-NORTHWEST OF SOUTH METAL LEG FOR EXXON SIGN, 11.9 M (39.0 FT)
 AE7013'WEST-NORTHWEST OF METAL LIGHT POST, 15.9 M (52.2 FT) SOUTH-SOUTHWEST
 AE7013'OF FIRE HYDRANT, AND 2.5 M (8.2 FT) NORTH-NORTHWEST OF POWER POLE WITH
 AE7013'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1898 ***********************************************************************
 FY1898  DESIGNATION -  ASHLEY
 FY1898  PID         -  FY1898
 FY1898  STATE/COUNTY-  NC/DURHAM
 FY1898  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY1898
 FY1898                         *CURRENT SURVEY CONTROL
 FY1898  ___________________________________________________________________
 FY1898* NAD 83(2001)-  36 04 54.66877(N)    078 54 40.09741(W)     ADJUSTED  
 FY1898* NAVD 88     -       123.195  (meters)     404.18   (feet)  ADJUSTED  
 FY1898  ___________________________________________________________________
 FY1898  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 FY1898  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FY1898  DYNAMIC HT  -         123.097 (meters)     403.86  (feet)  COMP
 FY1898  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 FY1898
 FY1898  HORZ ORDER  -  SECOND
 FY1898  VERT ORDER  -  SECOND    CLASS I
 FY1898
 FY1898.The horizontal coordinates were established by classical geodetic methods
 FY1898.and adjusted by the National Geodetic Survey in August 2005.
 FY1898
 FY1898.The orthometric height was determined by differential leveling
 FY1898.and adjusted in June 1991.
 FY1898
 FY1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1898
 FY1898.The geoid height was determined by GEOID03.
 FY1898
 FY1898.The dynamic height is computed by dividing the NAVD 88
 FY1898.geopotential number by the normal gravity value computed on the
 FY1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1898.degrees latitude (g = 980.6199 gals.).
 FY1898
 FY1898.The modeled gravity was interpolated from observed gravity values.
 FY1898
 FY1898;                    North         East     Units Scale Factor Converg.
 FY1898;SPC NC       -   258,686.327   617,604.861   MT  0.99997743   +0 03 04.6
 FY1898;SPC NC       -   848,706.72  2,026,258.61   sFT  0.99997743   +0 03 04.6
 FY1898;UTM  17      - 3,995,046.853   688,082.286   MT  1.00003589   +1 13 50.1
 FY1898
 FY1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1898!SPC NC       -   0.99998555  x   0.99997743  =   0.99996298
 FY1898!UTM  17      -   0.99998555  x   1.00003589  =   1.00002144
 FY1898
 FY1898:                Primary Azimuth Mark                     Grid Az
 FY1898:SPC NC       -  RIVERVIEW                                167 53 13.1
 FY1898:UTM  17      -  RIVERVIEW                                166 42 27.6
 FY1898
 FY1898|---------------------------------------------------------------------|
 FY1898| PID    Reference Object                     Distance      Geod. Az  |
 FY1898|                                                           dddmmss.s |
 FY1898| FY1900 RIVERVIEW                           APPROX. 1.5 KM 1675617.7 |
 FY1898|---------------------------------------------------------------------|
 FY1898
 FY1898                          SUPERSEDED SURVEY CONTROL
 FY1898
 FY1898  NAD 83(1993)-  36 04 54.67142(N)    078 54 40.10555(W) AD(       ) 2
 FY1898  NAD 83(1986)-  36 04 54.67164(N)    078 54 40.10662(W) AD(       ) 2
 FY1898  NAD 27      -  36 04 54.16561(N)    078 54 41.08228(W) AD(       ) 2
 FY1898  NGVD 29 (03/05/92)  123.444  (m)          405.00   (f) ADJUSTED    2 1
 FY1898
 FY1898.Superseded values are not recommended for survey control.
 FY1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1898.See file dsdata.txt to determine how the superseded data were derived.
 FY1898
 FY1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8808295047(NAD 83)
 FY1898_MARKER: DE = TRAVERSE STATION DISK
 FY1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1898_SP_SET: CONCRETE POST
 FY1898_STAMPING: ASHLEY 1971
 FY1898_MARK LOGO: NCGS  
 FY1898_PROJECTION: FLUSH
 FY1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1898+STABILITY: SURFACE MOTION
 FY1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1898+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 FY1898
 FY1898  HISTORY     - Date     Condition        Report By
 FY1898  HISTORY     - 1971     MONUMENTED       NCGS
 FY1898  HISTORY     - 1977     GOOD             NCGS
 FY1898  HISTORY     - 1985     GOOD             USPSQD
 FY1898  HISTORY     - 20040602 GOOD             NC1360
 FY1898  HISTORY     - 20060821 GOOD             USPSQD
 FY1898
 FY1898                          STATION DESCRIPTION
 FY1898
 FY1898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1898'ASHLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1898'THE VICINITY OF DURHAM, NORTH CAROLINA.
 FY1898'
 FY1898'ASHLEY IS LOCATED APPROXIMATELY 5.9 MILES NORTH OF DURHAM AND 0.7
 FY1898'MILE NORTH OF BRIDGE OVER ENO RIVER.  TO REACH STATION PROCEED FROM
 FY1898'THE INTERSECTION OF I-85 AND US 501 BYPASS NORTH (N. DUKE ST.).  GO
 FY1898'NORTH ALONG US 501 NORTH (N. DUKE ST.) FOR 2.3 MILES TO
 FY1898'INTERSECTION OF US 501 NORTH AND US 501 BUSINESS.  CONTINUE NORTH
 FY1898'ALONG US 501 FOR 1.9 MILES TO STATION ON LEFT (WEST SIDE OF US 501).
 FY1898'APPROXIMATELY 130 FEET SOUTH OF INTERSECTION OF US 501 AND OAK HILL
 FY1898'DRIVE (SR 1514).
 FY1898'
 FY1898'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ASHLEY
 FY1898'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY1898'FLUSH WITH THE GROUND.
 FY1898'
 FY1898'MARK IS
 FY1898'31.2 FEET W OF C/L OF US 501.
 FY1898'122.3 FEET S OF C/L OF SR 1514.
 FY1898'23.4 FEET S OF ALUMINUM REF. TAG ON PP.
 FY1898'24.0 FEET SSE OF ALUMINUM REF. TAG ON 18 INCH HICKORY TREE.
 FY1898'20.7 FEET E OF ALUMINUM REF. TAG ON 15 INCH ASH TREE.
 FY1898'41.0 FEET NE OF ALUMINUM REF. TAG ON 12 INCH GUM TREE.
 FY1898'57.2 FEET S OF TOP OF MANHOLE COVER.
 FY1898'124.4 FEET N OF ALUMINUM REF. TAG ON PP NO. 102.
 FY1898'3.2 FEET W OF W EDGE OF CURB OF US 501.
 FY1898
 FY1898                          STATION RECOVERY (1977)
 FY1898
 FY1898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1898'6.0 MI NORTH FROM DURHAM.
 FY1898'TO REACH STATION FROM THE INTERSECTION OF US 501 NORTH AND US 501
 FY1898'BUSINESS, PROCEED NORTH ALONG US 501 FOR 1.9 MILES TO STATION ON LEFT,
 FY1898'APPROXIMATELY 130 FT. SOUTH OF INTERSECTION OF US 501 AND OAK HILL
 FY1898'DRIVE SR 1514, 31.2 FT. WEST OF CENTERLINE OF US 501, 122.3 FT. SOUTH
 FY1898'OF CENTERLINE OF SR 1514, 23.4 FT. SOUTH OF TELEPHONE POLE WITH
 FY1898'ALUMINUM REF. TAG, 24.0 FT. SOUTH SOUTHEAST OF 18 INCH HICKORY TREE
 FY1898'WITH ALUMINUM REF. TAG, 20.7 FT. EAST OF 15 INCH ASH WITH ALUMINUM
 FY1898'REF. TAG, 41.0 FT. NORTHEAST OF 12 INCH GUM WITH ALUMINUM REF. TAG,
 FY1898'57.2 FT. SOUTH OF TOP OF MANHOLE COVER AND 3.2 FT. WEST OF WEST EDGE
 FY1898'OF CURB OF US 501.
 FY1898
 FY1898                          STATION RECOVERY (1985)
 FY1898
 FY1898'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC)
 FY1898'ASHLEY TRIANG TRAVERSE STN FOUND GOOD.
 FY1898'AS REPORTED EXCEPT THAT MARK IS 2 INCHES BENEATH SURFACE OF GROUND.
 FY1898
 FY1898                          STATION RECOVERY (2004)
 FY1898
 FY1898'RECOVERY NOTE BY CITY OF DURHAM NORTH CAROLINA 2004 (RH)
 FY1898'RECOVERED IN GOOD CONDITION.
 FY1898
 FY1898                          STATION RECOVERY (2006)
 FY1898
 FY1898'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1011 ***********************************************************************
 EY1011  DESIGNATION -  ASHLEY
 EY1011  PID         -  EY1011
 EY1011  STATE/COUNTY-  NC/PITT
 EY1011  USGS QUAD   -  FARMVILLE (1981)
 EY1011
 EY1011                         *CURRENT SURVEY CONTROL
 EY1011  ___________________________________________________________________
 EY1011* NAD 83(2001)-  35 36 18.74301(N)    077 35 28.07939(W)     ADJUSTED  
 EY1011* NAVD 88     -        22.563  (meters)      74.03   (feet)  ADJUSTED  
 EY1011  ___________________________________________________________________
 EY1011  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EY1011  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 EY1011  DYNAMIC HT  -          22.544 (meters)      73.96  (feet)  COMP
 EY1011  MODELED GRAV-     979,768.3   (mgal)                       NAVD 88
 EY1011
 EY1011  HORZ ORDER  -  SECOND
 EY1011  VERT ORDER  -  SECOND    CLASS I
 EY1011
 EY1011.The horizontal coordinates were established by classical geodetic methods
 EY1011.and adjusted by the National Geodetic Survey in August 2005.
 EY1011
 EY1011.The orthometric height was determined by differential leveling
 EY1011.and adjusted in June 1991.
 EY1011
 EY1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1011
 EY1011.The geoid height was determined by GEOID03.
 EY1011
 EY1011.The dynamic height is computed by dividing the NAVD 88
 EY1011.geopotential number by the normal gravity value computed on the
 EY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1011.degrees latitude (g = 980.6199 gals.).
 EY1011
 EY1011.The modeled gravity was interpolated from observed gravity values.
 EY1011
 EY1011;                    North         East     Units Scale Factor Converg.
 EY1011;SPC NC       -   206,705.495   737,241.832   MT  0.99989156   +0 48 47.4
 EY1011;SPC NC       -   678,166.28  2,418,767.58   sFT  0.99989156   +0 48 47.4
 EY1011;UTM  18      - 3,943,252.699   265,282.930   MT  1.00027895   -1 30 33.3
 EY1011
 EY1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1011!SPC NC       -   1.00000204  x   0.99989156  =   0.99989360
 EY1011!UTM  18      -   1.00000204  x   1.00027895  =   1.00028099
 EY1011
 EY1011|---------------------------------------------------------------------|
 EY1011| PID    Reference Object                     Distance      Geod. Az  |
 EY1011|                                                           dddmmss.s |
 EY1011| EY2960 DEAD END                            194.124 METERS 28946     |
 EY1011| EY1012 CITY LIMIT                          APPROX. 0.8 KM 3301757.4 |
 EY1011|---------------------------------------------------------------------|
 EY1011
 EY1011                          SUPERSEDED SURVEY CONTROL
 EY1011
 EY1011  NAD 83(1986)-  35 36 18.75100(N)    077 35 28.08947(W) AD(       ) 2
 EY1011  NAD 27      -  35 36 18.17200(N)    077 35 29.19104(W) AD(       ) 2
 EY1011  NGVD 29 (??/??/92)   22.904  (m)           75.14   (f) ADJ UNCH    2 1
 EY1011
 EY1011.Superseded values are not recommended for survey control.
 EY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1011.See file dsdata.txt to determine how the superseded data were derived.
 EY1011
 EY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6528343253(NAD 83)
 EY1011_MARKER: DD = SURVEY DISK
 EY1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1011_STAMPING: ASHLEY 1975
 EY1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1011+STABILITY: SURFACE MOTION
 EY1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1011+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 EY1011
 EY1011  HISTORY     - Date     Condition        Report By
 EY1011  HISTORY     - 1975     MONUMENTED       NCGS
 EY1011  HISTORY     - 1976     GOOD             NCGS
 EY1011  HISTORY     - 1989     GOOD             USPSQD
 EY1011  HISTORY     - 20051209 GOOD             USPSQD
 EY1011
 EY1011                          STATION DESCRIPTION
 EY1011
 EY1011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1011'ASHLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1011'IN THE VICINITY OF FARMVILLE, NORTH CAROLINA.
 EY1011'
 EY1011'ASHLEY IS LOCATED IN NORTHWEST FARMVILLE.  TO REACH STATION FROM
 EY1011'INTERSECTION OF U.S. 264A WITH U.S. 258 IN FARMVILLE, PROCEED
 EY1011'NORTHERLY ALONG U.S. 258 FOR 0.3 MILE TO STATION ON RIGHT, IN THE
 EY1011'NORTHWEST CORNER OF A YARD, BESIDE THE NORTHERNMOST DRIVEWAY
 EY1011'LEADING TO JONES ONE STORY BRICK RESIDENCE, AND 0.05 MILE NORTH OF
 EY1011'T INTERSECTION WITH N. HORTON STREET.
 EY1011'
 EY1011'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1011'ASHLEY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1011'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1011'
 EY1011'MARK IS 30.9 FT ENE OF C/L OF U.S. 258
 EY1011'
 EY1011'8.9 FT NNW OF C/L OF NORTHERNMOST DRIVEWAY TO JONES RESIDENCE
 EY1011'
 EY1011'62.1 FT W OF CENTER OF FRONT DOOR OF RESIDENCE
 EY1011'
 EY1011'91.5 FT ESE OF CENTER OF TOP OF FIRE HYDRANT
 EY1011'
 EY1011'14.3 FT SE OF PP WITH TRANSFORMER AND STREET LIGHT AND WITH
 EY1011'ALUMINUM REF. TAG
 EY1011
 EY1011                          STATION RECOVERY (1976)
 EY1011
 EY1011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1011'IN FARMVILLE.
 EY1011'TO REACH STATION FROM INTERSECTION OF US 264A WITH US 258 IN
 EY1011'FARMVILLE, PROCEED NORTHERLY ALONG US 258 FOR 0.3 MILE TO STATION ON
 EY1011'RIGHT, IN THE NORTHWEST CORNER OF A YARD, BESIDE THE NORTHERNMOST
 EY1011'DRIVEWAY LEADING TO JONES ONE STORY BRICK RESIDENCE AND 0.05 MILE
 EY1011'NORTH OF T INTERSECTION WITH N. HORTON STREET.  30.9 FT. ENE OF CENTER
 EY1011'LINE OF US 258, 8.9 FT. NNW OF CENTER LINE OF NORTHERNMOST DRIVEWAY TO
 EY1011'JONES RESIDENCE, 62.1 FT. W OF CENTER OF FRONT DOOR OF RESIDENCE, 91.5
 EY1011'FT. ESE OF CENTER OF TOP OF FIRE HYDRANT AND 14.3 FT. SE OF POWER POLE
 EY1011'WITH TRANSFORMER AND STREET LIGHT AND WITH ALUMINUM REF. TAG. DISK IS
 EY1011'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 EY1011'GROUND.
 EY1011
 EY1011                          STATION RECOVERY (1989)
 EY1011
 EY1011'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1011'RECOVERED IN GOOD CONDITION.
 EY1011
 EY1011                          STATION RECOVERY (2005)
 EY1011
 EY1011'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1011'NORTH HORTON STREET IS NOW BYNUM STREET. ADRESS OF BRICK HOUSE IS 6057
 EY1011'MAY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2805 ***********************************************************************
 EZ2805  DESIGNATION -  ASHLEY
 EZ2805  PID         -  EZ2805
 EZ2805  STATE/COUNTY-  NC/ORANGE
 EZ2805  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2805
 EZ2805                         *CURRENT SURVEY CONTROL
 EZ2805  ___________________________________________________________________
 EZ2805* NAD 83(2001)-  35 57 32.01744(N)    079 03 25.51897(W)     ADJUSTED  
 EZ2805* NAVD 88     -       176.892  (meters)     580.35   (feet)  ADJUSTED  
 EZ2805  ___________________________________________________________________
 EZ2805  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 EZ2805  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ2805  DYNAMIC HT  -         176.747 (meters)     579.88  (feet)  COMP
 EZ2805  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 EZ2805
 EZ2805  HORZ ORDER  -  SECOND
 EZ2805  VERT ORDER  -  SECOND    CLASS II
 EZ2805
 EZ2805.The horizontal coordinates were established by classical geodetic methods
 EZ2805.and adjusted by the National Geodetic Survey in August 2005.
 EZ2805
 EZ2805.The orthometric height was determined by differential leveling
 EZ2805.and adjusted in June 1991.
 EZ2805
 EZ2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2805
 EZ2805.The geoid height was determined by GEOID03.
 EZ2805
 EZ2805.The dynamic height is computed by dividing the NAVD 88
 EZ2805.geopotential number by the normal gravity value computed on the
 EZ2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2805.degrees latitude (g = 980.6199 gals.).
 EZ2805
 EZ2805.The modeled gravity was interpolated from observed gravity values.
 EZ2805
 EZ2805;                    North         East     Units Scale Factor Converg.
 EZ2805;SPC NC       -   245,041.313   604,451.496   MT  0.99994863   -0 01 58.6
 EZ2805;SPC NC       -   803,939.71  1,983,104.62   sFT  0.99994863   -0 01 58.6
 EZ2805;UTM  17      - 3,981,133.997   675,211.330   MT  0.99997828   +1 08 28.2
 EZ2805
 EZ2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2805!SPC NC       -   0.99997708  x   0.99994863  =   0.99992571
 EZ2805!UTM  17      -   0.99997708  x   0.99997828  =   0.99995536
 EZ2805
 EZ2805|---------------------------------------------------------------------|
 EZ2805| PID    Reference Object                     Distance      Geod. Az  |
 EZ2805|                                                           dddmmss.s |
 EZ2805| EZ2804 MADDRY                              244.394 METERS 19125     |
 EZ2805| EZ2806 WELL                                APPROX. 0.6 KM 3491202.7 |
 EZ2805|---------------------------------------------------------------------|
 EZ2805
 EZ2805                          SUPERSEDED SURVEY CONTROL
 EZ2805
 EZ2805  NAD 83(1986)-  35 57 32.01979(N)    079 03 25.52653(W) AD(       ) 2
 EZ2805  NAD 27      -  35 57 31.50538(N)    079 03 26.48903(W) AD(       ) 2
 EZ2805  NGVD 29 (03/05/92)  177.129  (m)          581.13   (f) ADJUSTED    2 2
 EZ2805
 EZ2805.Superseded values are not recommended for survey control.
 EZ2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2805.See file dsdata.txt to determine how the superseded data were derived.
 EZ2805
 EZ2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7521181134(NAD 83)
 EZ2805_MARKER: DE = TRAVERSE STATION DISK
 EZ2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2805_SP_SET: CONCRETE POST
 EZ2805_STAMPING: ASHLEY 1963
 EZ2805_MARK LOGO: NCGS  
 EZ2805_PROJECTION: RECESSED 5 CENTIMETERS
 EZ2805_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2805+STABILITY: SURFACE MOTION
 EZ2805
 EZ2805  HISTORY     - Date     Condition        Report By
 EZ2805  HISTORY     - 1963     MONUMENTED       NCGS
 EZ2805  HISTORY     - 1977     GOOD             NCDOT
 EZ2805  HISTORY     - 1978     GOOD             ALSTER
 EZ2805  HISTORY     - 1981     GOOD             NCGS
 EZ2805  HISTORY     - 1981     GOOD             NCGS
 EZ2805  HISTORY     - 20080708 GOOD             GEOCAC
 EZ2805
 EZ2805                          STATION DESCRIPTION
 EZ2805
 EZ2805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 EZ2805'ASHLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ2805'ESTABLISHED IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 EZ2805'
 EZ2805'ASHLEY IS 3.0 MILES N OF CHAPEL HILL AND 8.4 MILES SSE OF
 EZ2805'HILLSBORO.  LOCATED 0.7 MILES N ALONG NC 86 FROM ORANGE
 EZ2805'METHODIST CHURCH.  0.4 MILES S OF SR 1733.  ON E SIDE OF
 EZ2805'NC 86.  APPROXIMATELY 50 FT S OF CREST OF HILL.  APPROXIMATELY
 EZ2805'40 FT E OF TOP OF DITCH BANK.
 EZ2805'
 EZ2805'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2805'ASHLEY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2805'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2805'
 EZ2805'MARK IS
 EZ2805'
 EZ2805'67.0 FT E OF C/L OF NC 86
 EZ2805'
 EZ2805'11.3 FT NW OF 3 LEAD NAILS IN 5 INCH PINE
 EZ2805'
 EZ2805'15.5 FT SW OF 3 LEAD NAILS IN 10 INCH PINE
 EZ2805'
 EZ2805'109.0 FT SSE OF 3 LEAD NAILS IN PP
 EZ2805'
 EZ2805'21.9 FT SW OF 3 LEAD NAILS IN 8 INCH OAK
 EZ2805'
 EZ2805'32.1 FT NW OF 3 LEAD NAILS IN 8 INCH HICKORY
 EZ2805'
 EZ2805'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2805
 EZ2805                          STATION RECOVERY (1977)
 EZ2805
 EZ2805'RECOVERY NOTE BY 
NC DOT 1977 (JMS)
 EZ2805'THE STATION WAS RECOVERED IN GOOD CONDTION AS DESCRIBED.  REFERENCED
 EZ2805'POWER POLE HAS BEEN CHANGED.
 EZ2805
 EZ2805                          STATION RECOVERY (1978)
 EZ2805
 EZ2805'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EZ2805'ASHLEY 1963 GOOD
 EZ2805'
 EZ2805'FOUND WITH METAL DETECTOR.
 EZ2805
 EZ2805                          STATION RECOVERY (1981)
 EZ2805
 EZ2805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2805'THE STATION WAS RECOVERED AT THIS DATE.
 EZ2805'STATION IN GOOD CONDITION.
 EZ2805'
 EZ2805'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS,
 EZ2805'MARK IS APPROXIMATELY 150 FEET SOUTHWEST OF A MOBILE HOME WITH ROOM
 EZ2805'ADDITION IN FRONT, 16.0 FEET EAST OF OVERHEAD TELEPHONE CABLE--,
 EZ2805'10.6 FEET WEST-NORTHWEST OF 10 INCH PINE,
 EZ2805'15.5 FEET SOUTHWEST  OF 10 INCH PINE,
 EZ2805'18.0 FEET NORTH OF 5 INCH OAK AND
 EZ2805'107.5 FEET SOUTH-SOUTHEAST OF POWER POLE (60 N)--ALL WITH REFERENCE
 EZ2805'TAGS.
 EZ2805
 EZ2805                          STATION RECOVERY (1981)
 EZ2805
 EZ2805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2805'3.2 MI NORTH FROM CHAPEL HILL.
 EZ2805'ALONG NC 86, 3.1 MILES NORTH OF US 501-NC 54 INTERSECTION IN CHAPEL
 EZ2805'HILL, 7.3 MILES SOUTH OF I-85 UNDERPASS SOUTHEAST OF HILLSBOROUGH,
 EZ2805'OR 0.35 MILE SOUTH OF SR 1733, 50 FEET SOUTH OF CREST OF HILL, 40
 EZ2805'FEET EAST OF TOP OF DITCH BANK AND APPROXIMATELY 150 FEET SOUTHWEST
 EZ2805'OF MOBIL HOME WITH FRONT ROOM ADDITION, 67.0 FEET EAST OF CENTERLINE
 EZ2805'OF HIGHWAY, 10.6 FEET WEST-NORTHWEST OF 10 INCH PINE, 15.5 FEET
 EZ2805'SOUTHWEST OF 10 INCH PINE, 18.0 FEET NORTH OF 5 INCH OAK AND 107.5
 EZ2805'FEET SOUTH-SOUTHEAST OF POWER POLE (60N) ALL WITH REFERENCE TAGS AND
 EZ2805'16.0 FEET EAST OF OVERHEAD TELEPHONE LINE.
 EZ2805
 EZ2805                          STATION RECOVERY (2008)
 EZ2805
 EZ2805'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ2805'RECOVERED ON ORANGE COUNTY PARCEL 9880-33-1858. ADD THAT MARK IS
 EZ2805'APPROXIMATELY 130 FEET SOUTH OF THE DRIVEWAY TO HOUSE NUMBER 1580.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1859 ***********************************************************************
 FY1859  DESIGNATION -  ASHLEY
 FY1859  PID         -  FY1859
 FY1859  STATE/COUNTY-  NC/PERSON
 FY1859  USGS QUAD   -  TIMBERLAKE (1981)
 FY1859
 FY1859                         *CURRENT SURVEY CONTROL
 FY1859  ___________________________________________________________________
 FY1859* NAD 83(2001)-  36 19 11.95600(N)    078 58 21.46137(W)     ADJUSTED  
 FY1859* NAVD 88     -       182.611  (meters)     599.12   (feet)  ADJUSTED  
 FY1859  ___________________________________________________________________
 FY1859  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FY1859  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FY1859  DYNAMIC HT  -         182.465 (meters)     598.64  (feet)  COMP
 FY1859  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 FY1859
 FY1859  HORZ ORDER  -  SECOND
 FY1859  VERT ORDER  -  SECOND    CLASS I
 FY1859
 FY1859.The horizontal coordinates were established by classical geodetic methods
 FY1859.and adjusted by the National Geodetic Survey in August 2005.
 FY1859
 FY1859.The orthometric height was determined by differential leveling
 FY1859.and adjusted in June 1991.
 FY1859
 FY1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1859
 FY1859.The geoid height was determined by GEOID03.
 FY1859
 FY1859.The dynamic height is computed by dividing the NAVD 88
 FY1859.geopotential number by the normal gravity value computed on the
 FY1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1859.degrees latitude (g = 980.6199 gals.).
 FY1859
 FY1859.The modeled gravity was interpolated from observed gravity values.
 FY1859
 FY1859;                    North         East     Units Scale Factor Converg.
 FY1859;SPC NC       -   285,107.507   612,059.272   MT  1.00004640   +0 00 56.9
 FY1859;SPC NC       -   935,390.21  2,008,064.46   sFT  1.00004640   +0 00 56.9
 FY1859;UTM  17      - 4,021,348.280   681,992.623   MT  1.00000810   +1 12 04.1
 FY1859
 FY1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1859!SPC NC       -   0.99997619  x   1.00004640  =   1.00002259
 FY1859!UTM  17      -   0.99997619  x   1.00000810  =   0.99998429
 FY1859
 FY1859:                Primary Azimuth Mark                     Grid Az
 FY1859:SPC NC       -  PEARCE                                   164 07 11.6
 FY1859:UTM  17      -  PEARCE                                   162 56 04.4
 FY1859
 FY1859|---------------------------------------------------------------------|
 FY1859| PID    Reference Object                     Distance      Geod. Az  |
 FY1859|                                                           dddmmss.s |
 FY1859| FY1860 PEARCE                              APPROX. 0.7 KM 1640808.5 |
 FY1859|---------------------------------------------------------------------|
 FY1859
 FY1859                          SUPERSEDED SURVEY CONTROL
 FY1859
 FY1859  NAD 83(1993)-  36 19 11.95585(N)    078 58 21.46806(W) AD(       ) 2
 FY1859  NAD 83(1986)-  36 19 11.95760(N)    078 58 21.47106(W) AD(       ) 2
 FY1859  NAD 27      -  36 19 11.44975(N)    078 58 22.43597(W) AD(       ) 2
 FY1859  NGVD 29 (03/05/92)  182.862  (m)          599.94   (f) ADJUSTED    2 1
 FY1859
 FY1859.Superseded values are not recommended for survey control.
 FY1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1859.See file dsdata.txt to determine how the superseded data were derived.
 FY1859
 FY1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8199321348(NAD 83)
 FY1859_MARKER: DE = TRAVERSE STATION DISK
 FY1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1859_SP_SET: CONCRETE POST
 FY1859_STAMPING: ASHLEY 1976
 FY1859_MARK LOGO: NCGS  
 FY1859_PROJECTION: RECESSED 3 CENTIMETERS
 FY1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1859+STABILITY: SURFACE MOTION
 FY1859
 FY1859  HISTORY     - Date     Condition        Report By
 FY1859  HISTORY     - 1976     MONUMENTED       NCGS
 FY1859  HISTORY     - 1977     GOOD             NCGS
 FY1859  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 FY1859
 FY1859                          STATION DESCRIPTION
 FY1859
 FY1859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1859'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH-NORTHWEST OF
 FY1859'TIMBERLAKE AND 5.2 MILES SOUTH OF ROXBORO.
 FY1859'
 FY1859'TO REACH THE STATION FROM THE INTERSECTION OF US 501 WITH US 158 IN
 FY1859'SOUTH EDGE OF ROXBORO, PROCEED SOUTHERLY ALONG US 501 FOR 4.35 MILES
 FY1859'TO STATION ON THE RIGHT, AT THE SOUTHEAST CORNER OF A YARD OF A MOBILE
 FY1859'HOME AND 0.2 MILE SOUTH OF T INTERSECTION WITH SR 1708 (EAST).
 FY1859'
 FY1859'STATION MARK IS A STANDARD DISK STAMPED---ASHLEY 1976---SET IN THE TOP
 FY1859'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.  THE
 FY1859'MARK IS 38.8 FEET WEST OF CENTERLINE OF US 501, 64.8 FEET SOUTHEAST OF
 FY1859'SOUTHEAST CORNER OF MOBILE HOME, 24.7 FEET SOUTH-SOUTHWEST OF POWER
 FY1859'POLE WITH REFERENCE TAG, 120.0 FEET NORTH OF POWER POLE WITH REFERENCE
 FY1859'TAG, 17.5 FEET EAST-SOUTHEAST OF 18 INCH OAK WITH REFERENCE TAG AND
 FY1859'31.6 FEET NORTHEAST OF 18 INCH OAK WITH REFERENCE TAG.
 FY1859
 FY1859                          STATION RECOVERY (1977)
 FY1859
 FY1859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1859'2.6 MI NNW FROM TIMBERLAKE.
 FY1859'STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTH OF ROXBORO. TO REACH
 FY1859'STATION FROM INTERSECTION OF US 501 WITH US 158 IN SOUTH EDGE OF
 FY1859'ROXBORO, PROCEED SOUTHERLY ALONG US 501 FOR 4.35 MILES TO STATION ON
 FY1859'RIGHT, AT THE SOUTHEAST CORNER OF A YARD OF A MOBILE HOME, AND 0.20
 FY1859'MILE SOUTH OF T INTERSECTION WITH SR 108 EAST, 38.8 FT. WEST OF
 FY1859'CENTERLINE OF US 501, 64.8 FT. SOUTHEAST OF SOUTHEAST CORNER OF MOBILE
 FY1859'HOME, 24.7 FT. SOUTH SOUTHWEST OF POWER POLE WITH ALUMINUM REF. TAG,
 FY1859'120.0 FT. NORTH OF POWER POLE WITH ALUMINUM REF. TAG, 17.5 FT. EAST
 FY1859'SOUTHEAST OF 18 INCH OAK WITH ALUMINUM REF. TAG AND 31.6 FT. NORTHEAST
 FY1859'OF 18 INCH OAK WITH ALUMINUM REF. TAG.
 FY1859
 FY1859                          STATION RECOVERY (2004)
 FY1859
 FY1859'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 FY1859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2690 ***********************************************************************
 EB2690  DESIGNATION -  ASHLEY
 EB2690  PID         -  EB2690
 EB2690  STATE/COUNTY-  NC/ROBESON
 EB2690  USGS QUAD   -  GADDYSVILLE (1962)
 EB2690
 EB2690                         *CURRENT SURVEY CONTROL
 EB2690  ___________________________________________________________________
 EB2690* NAD 83(2001)-  34 29 35.36228(N)    079 08 38.41311(W)     ADJUSTED  
 EB2690* NAVD 88     -        41.68   (+/-2cm)     136.7    (feet)  VERTCON   
 EB2690  ___________________________________________________________________
 EB2690  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 EB2690  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 EB2690  HORZ ORDER  -  SECOND
 EB2690  VERT ORDER  -  THIRD ? (See Below)
 EB2690
 EB2690.The horizontal coordinates were established by classical geodetic methods
 EB2690.and adjusted by the National Geodetic Survey in August 2005.
 EB2690
 EB2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2690.The vertical order pertains to the NGVD 29 superseded value.
 EB2690
 EB2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2690
 EB2690.The geoid height was determined by GEOID03.
 EB2690
 EB2690;                    North         East     Units Scale Factor Converg.
 EB2690;SPC NC       -    82,449.844   596,375.387   MT  0.99995957   -0 04 59.2
 EB2690;SPC NC       -   270,504.20  1,956,608.25   sFT  0.99995957   -0 04 59.2
 EB2690;SPC SC       -   296,501.438   780,041.856   MT  0.99989687   +1 01 44.3
 EB2690;SPC SC       -   972,773.75  2,559,192.44   iFT  0.99989687   +1 01 44.3
 EB2690;UTM  17      - 3,818,401.742   670,411.188   MT  0.99995795   +1 03 04.7
 EB2690
 EB2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2690!SPC NC       -   0.99999872  x   0.99995957  =   0.99995829
 EB2690!SPC SC       -   0.99999872  x   0.99989687  =   0.99989559
 EB2690!UTM  17      -   0.99999872  x   0.99995795  =   0.99995667
 EB2690
 EB2690:                Primary Azimuth Mark                     Grid Az
 EB2690:SPC NC       -  GRIFF                                    239 22 44.5
 EB2690:SPC SC       -  GRIFF                                    238 16 01.0
 EB2690:UTM  17      -  GRIFF                                    238 14 40.6
 EB2690
 EB2690|---------------------------------------------------------------------|
 EB2690| PID    Reference Object                     Distance      Geod. Az  |
 EB2690|                                                           dddmmss.s |
 EB2690| EB2692 GRIFF                               APPROX. 0.5 KM 2391745.3 |
 EB2690|---------------------------------------------------------------------|
 EB2690
 EB2690                          SUPERSEDED SURVEY CONTROL
 EB2690
 EB2690  NAD 83(1986)-  34 29 35.37043(N)    079 08 38.41559(W) AD(       ) 2
 EB2690  NAD 27      -  34 29 34.78190(N)    079 08 39.28450(W) AD(       ) 2
 EB2690  NGVD 29 (07/19/86)   41.98   (m)          137.7    (f) LEVELING    3  
 EB2690
 EB2690.Superseded values are not recommended for survey control.
 EB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2690.See file dsdata.txt to determine how the superseded data were derived.
 EB2690
 EB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7041118402(NAD 83)
 EB2690_MARKER: DE = TRAVERSE STATION DISK
 EB2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2690_STAMPING: ASHLEY 1966
 EB2690_MARK LOGO: NCGS  
 EB2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2690+STABILITY: SURFACE MOTION
 EB2690
 EB2690  HISTORY     - Date     Condition        Report By
 EB2690  HISTORY     - 1966     MONUMENTED       NCGS
 EB2690
 EB2690                          STATION DESCRIPTION
 EB2690
 EB2690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EB2690'ASHLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2690'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA.
 EB2690'
 EB2690'ASHLEY IS 1.8 MILES SOUTHWEST OF INTERSECTION OF NC 130 AND
 EB2690'NC 41 IN FAIRMONT AND 1 MILE NORTHEAST OF INTERSECTION OF
 EB2690'NC 130 BYPASS AND NC 130.  TO REACH STATION PROCEED FROM
 EB2690'INTERSECTION OF NC 41 AND NC 130 IN FAIRMONT WEST ALONG NC 130
 EB2690'FOR 2.1 MILES TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM A
 EB2690'BRICK HOUSE.
 EB2690'
 EB2690'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2690'ASHLEY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2690'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2690'
 EB2690'MARK IS
 EB2690'
 EB2690'51.6 FT NNW OF PP 122 WITH ALUMINUM REF. TAG
 EB2690'
 EB2690'51.6 FT NNW OF UNDERGROUND CABLE MARKER 13
 EB2690'
 EB2690'109.9 FT W OF INTERSECTION OF NC 130 AND PAVED DRIVEWAY TO BRICK
 EB2690'HOUSE
 EB2690'
 EB2690'15.9 FT NNW OF C/L OF NC 130
 EB2690'
 EB2690'5.8 FT NNW OF EDGE OF PAVEMENT
 EB2690'
 EB2690'77.3 FT E OF TP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8494 ***********************************************************************
 AF8494  DESIGNATION -  ASHLEY
 AF8494  PID         -  AF8494
 AF8494  STATE/COUNTY-  NC/NORTHAMPTON
 AF8494  USGS QUAD   -  CONWAY (1973)
 AF8494
 AF8494                         *CURRENT SURVEY CONTROL
 AF8494  ___________________________________________________________________
 AF8494* NAD 83(2001)-  36 23 01.54511(N)    077 09 35.59603(W)     ADJUSTED  
 AF8494* NAVD 88     -        24.8    (meters)      81.     (feet)  VERT ANG  
 AF8494  ___________________________________________________________________
 AF8494  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AF8494  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AF8494  HORZ ORDER  -  SECOND
 AF8494
 AF8494.The horizontal coordinates were established by classical geodetic methods
 AF8494.and adjusted by the National Geodetic Survey in August 2005.
 AF8494
 AF8494.The orthometric height was determined by vertical angle observations.
 AF8494
 AF8494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8494
 AF8494.The geoid height was determined by GEOID03.
 AF8494
 AF8494;                    North         East     Units Scale Factor Converg.
 AF8494;SPC NC       -   293,714.647   774,706.709   MT  1.00006783   +1 03 43.4
 AF8494;SPC NC       -   963,628.80  2,541,683.59   sFT  1.00006783   +1 03 43.4
 AF8494;UTM  18      - 4,028,681.364   306,268.249   MT  1.00006244   -1 16 53.8
 AF8494
 AF8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8494!SPC NC       -   1.00000157  x   1.00006783  =   1.00006941
 AF8494!UTM  18      -   1.00000157  x   1.00006244  =   1.00006402
 AF8494
 AF8494                          SUPERSEDED SURVEY CONTROL
 AF8494
 AF8494  NAD 83(1986)-  36 23 01.55386(N)    077 09 35.61097(W) AD(       ) 2
 AF8494
 AF8494.Superseded values are not recommended for survey control.
 AF8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8494.See file dsdata.txt to determine how the superseded data were derived.
 AF8494
 AF8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0626828681(NAD 83)
 AF8494_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8494_STAMPING: ASHLEY 1986
 AF8494_MARK LOGO: NCGS  
 AF8494_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8494+STABILITY: SURFACE MOTION
 AF8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8494+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AF8494
 AF8494  HISTORY     - Date     Condition        Report By
 AF8494  HISTORY     - 1986     MONUMENTED       NCGS
 AF8494
 AF8494                          STATION DESCRIPTION
 AF8494
 AF8494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AF8494'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF WOODLAND AND 5.3
 AF8494'MI (8.5 KM) SOUTHWEST OF MURFREESBORO. ALONG US 258 FOR 4.25 MI (6.84
 AF8494'KM) SOUTH FROM THE JUNCTION WITH US 158, OR ABOUT 325 FEET (99.1 M)
 AF8494'NORTH OF SR 1542 (PINETOPS ROAD), IN WEST SHOULDER OF HIGHWAY. MARK IS
 AF8494'RECESSED 3 INCHES BELOW GROUND AND ABOUT LEVEL WITH HIGHWAY. LOCATED
 AF8494'20.2 FT (6.2 M) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 322.0
 AF8494'FT (98.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 71.4 FT
 AF8494'(21.8 M) NORTH-NORTHWEST OF THE NORTH END OF A GRAVEL DRIVE CULVERT,
 AF8494'67 .0 FT (0.0 CM) WEST-SOUTHWEST OF THE SOUTH END OF A GRAVEL DRIVE
 AF8494'CULVERT, 110.0 FT (33.5 M) WEST OF THE NORTHWEST CORNER OF PHILIP
 AF8494'VINSON RESIDENCE, AND 93.2 FT (28.4 M) SOUTHEAST OF A POWER POLE WITH
 AF8494'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6917 ***********************************************************************
 DG6917  DESIGNATION -  ASHLIN
 DG6917  PID         -  DG6917
 DG6917  STATE/COUNTY-  NC/FRANKLIN
 DG6917  USGS QUAD   -  INGLESIDE (1979)
 DG6917
 DG6917                         *CURRENT SURVEY CONTROL
 DG6917  ___________________________________________________________________
 DG6917* NAD 83(2007)-  36 10 53.98534(N)    078 15 53.40004(W)     ADJUSTED  
 DG6917* NAVD 88     -       128.3    (meters)     421.     (feet)  GPS OBS   
 DG6917  ___________________________________________________________________
 DG6917  EPOCH DATE  -        2002.00
 DG6917  X           -   1,048,304.131 (meters)                     COMP
 DG6917  Y           -  -5,046,469.017 (meters)                     COMP
 DG6917  Z           -   3,744,536.564 (meters)                     COMP
 DG6917  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DG6917  ELLIP HEIGHT-          94.885 (meters)          (02/10/07) ADJUSTED
 DG6917  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 DG6917
 DG6917  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6917  Type    PID    Designation                      North   East  Ellip
 DG6917  -------------------------------------------------------------------
 DG6917  NETWORK DG6917 ASHLIN                            0.74   0.59   1.84
 DG6917  -------------------------------------------------------------------
 DG6917
 DG6917.The horizontal coordinates were established by GPS observations
 DG6917.and adjusted by the National Geodetic Survey in February 2007.
 DG6917
 DG6917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6917.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6917.The horizontal coordinates are valid at the epoch date displayed above.
 DG6917.The epoch date for horizontal control is a decimal equivalence
 DG6917.of Year/Month/Day.
 DG6917
 DG6917.The orthometric height was determined by GPS observations and a
 DG6917.high-resolution geoid model.
 DG6917
 DG6917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6917
 DG6917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6917
 DG6917.The ellipsoidal height was determined by GPS observations
 DG6917.and is referenced to NAD 83.
 DG6917
 DG6917.The geoid height was determined by GEOID03.
 DG6917
 DG6917;                    North         East     Units Scale Factor Converg.
 DG6917;SPC NC       -   270,002.600   675,733.874   MT  1.00000422   +0 25 27.5
 DG6917;SPC NC       -   885,833.53  2,216,970.22   sFT  1.00000422   +0 25 27.5
 DG6917;UTM  17      - 4,007,565.350   745,976.004   MT  1.00034556   +1 36 55.8
 DG6917
 DG6917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6917!SPC NC       -   0.99998511  x   1.00000422  =   0.99998933
 DG6917!UTM  17      -   0.99998511  x   1.00034556  =   1.00033066
 DG6917
 DG6917                          SUPERSEDED SURVEY CONTROL
 DG6917
 DG6917  NAD 83(1986)-  36 10 53.98870(N)    078 15 53.41124(W) AD(       ) 1
 DG6917  NAD 83(2001)-  36 10 53.98612(N)    078 15 53.39990(W) AD(       ) 1
 DG6917  ELLIP H (07/14/04)   94.879  (m)                       GP(       ) 4 2
 DG6917
 DG6917.Superseded values are not recommended for survey control.
 DG6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6917.See file dsdata.txt to determine how the superseded data were derived.
 DG6917
 DG6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4597607565(NAD 83)
 DG6917_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6917_STAMPING: ASHLIN 2000
 DG6917_MARK LOGO: NCGS  
 DG6917_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6917+STABILITY: SURFACE MOTION
 DG6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6917+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG6917
 DG6917  HISTORY     - Date     Condition        Report By
 DG6917  HISTORY     - 2000     MONUMENTED       NCGS
 DG6917  HISTORY     - 2000     GOOD             NCGS
 DG6917
 DG6917                          STATION DESCRIPTION
 DG6917
 DG6917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6917'STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF LOUISBURG
 DG6917'AND 1.7 MI (2.7 KM) EAST-NORTHEAST OF INGLESIDE. ALONG SR 1002
 DG6917'(TRINITY CHURCH ROAD) FOR 1.0 MI (1.6 KM) SOUTHEAST FROM US 401, WHICH
 DG6917'IS 1.1 MI (1.8 KM) NORTHEAST OF THE COMMUNITY OF INGLESIDE, TO HOUSE
 DG6917'NUMBER 502 (PHILLIP SMITH RESIDENCE), IN THE SOUTHEAST EDGE OF THE
 DG6917'YARD, ADJACENT TO THE HOUSE. MARK IS ABOUT 2-FEET HIGHER THAN SR 1002
 DG6917'AND FLUSH WITH THE GROUND. LOCATED 250 FT (76.2 M) SOUTHWEST OF THE
 DG6917'CENTERLINE OF SR 1002, 45.5 FT (13.9 M) SOUTHEAST OF THE EAST CORNER
 DG6917'OF THE HOUSE, 52.1 FT (15.9 M) EAST OF THE SOUTH CORNER OF THE HOUSE,
 DG6917'56.3 FT (17.2 M) EAST OF THE EAST CORNER OF A BLOCK WELL HOUSE, 28.3
 DG6917'FT (8.6 M) NORTHEAST OF A 4-INCH MAPLE WITH A STEEL ROD AND 139.2 FT
 DG6917'(42.4 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL.
 DG6917
 DG6917                          STATION RECOVERY (2000)
 DG6917
 DG6917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 DG6917'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3244 ***********************************************************************
 FB3244  DESIGNATION -  ASHNOCA
 FB3244  PID         -  FB3244
 FB3244  STATE/COUNTY-  NC/BUNCOMBE
 FB3244  USGS QUAD   -  ENKA (1990)
 FB3244
 FB3244                         *CURRENT SURVEY CONTROL
 FB3244  ___________________________________________________________________
 FB3244* NAD 83(2001)-  35 33 28.25244(N)    082 37 36.63913(W)     ADJUSTED  
 FB3244* NAVD 88     -       646.7    (meters)    2122.     (feet)  VERTCON   
 FB3244  ___________________________________________________________________
 FB3244  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 FB3244  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB3244  HORZ ORDER  -  SECOND
 FB3244
 FB3244.The horizontal coordinates were established by classical geodetic methods
 FB3244.and adjusted by the National Geodetic Survey in August 2005.
 FB3244
 FB3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3244
 FB3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3244
 FB3244.The geoid height was determined by GEOID03.
 FB3244
 FB3244;                    North         East     Units Scale Factor Converg.
 FB3244;SPC NC       -   206,551.307   280,886.304   MT  0.99988681   -2 05 35.9
 FB3244;SPC NC       -   677,660.41    921,541.15   sFT  0.99988681   -2 05 35.9
 FB3244;UTM  17      - 3,936,126.598   352,555.846   MT  0.99986790   -0 56 46.4
 FB3244
 FB3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3244!SPC NC       -   0.99990315  x   0.99988681  =   0.99978998
 FB3244!UTM  17      -   0.99990315  x   0.99986790  =   0.99977107
 FB3244
 FB3244:                Primary Azimuth Mark                     Grid Az
 FB3244:SPC NC       -  ACTON                                    281 03 57.3
 FB3244:UTM  17      -  ACTON                                    279 55 07.8
 FB3244
 FB3244|---------------------------------------------------------------------|
 FB3244| PID    Reference Object                     Distance      Geod. Az  |
 FB3244|                                                           dddmmss.s |
 FB3244| FB3245 ACTON                               APPROX. 1.4 KM 2785821.4 |
 FB3244|---------------------------------------------------------------------|
 FB3244
 FB3244                          SUPERSEDED SURVEY CONTROL
 FB3244
 FB3244  NAD 83(1995)-  35 33 28.25326(N)    082 37 36.63965(W) AD(       ) 2
 FB3244  NAD 83(1986)-  35 33 28.26006(N)    082 37 36.63868(W) AD(       ) 2
 FB3244  NAD 27      -  35 33 27.86482(N)    082 37 37.17316(W) AD(       ) 2
 FB3244  NGVD 29 (07/19/86)  646.8    (m)         2122.     (f) VERT ANG    3  
 FB3244
 FB3244.Superseded values are not recommended for survey control.
 FB3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3244.See file dsdata.txt to determine how the superseded data were derived.
 FB3244
 FB3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5255636127(NAD 83)
 FB3244_MARKER: DE = TRAVERSE STATION DISK
 FB3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3244_STAMPING: ASHNOCA 1978
 FB3244_MARK LOGO: NCGS  
 FB3244_PROJECTION: FLUSH
 FB3244_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3244+STABILITY: SURFACE MOTION
 FB3244
 FB3244  HISTORY     - Date     Condition        Report By
 FB3244  HISTORY     - 1978     MONUMENTED       NCGS
 FB3244  HISTORY     - 19870101 GOOD             NCGS
 FB3244
 FB3244                          STATION DESCRIPTION
 FB3244
 FB3244'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3244'THE STATION IS LOCATED ALONG I-40, APPROXIMATELY 1.5 MILES EAST-
 FB3244'NORTHEAST OF ENKA AND 4.9 MILES SOUTHWEST OF ASHEVILLE.
 FB3244'
 FB3244'TO REACH THE STATION FROM THE I-40 OVERPASS OF US 19-23 WEST OF
 FB3244'ASHEVILLE, PROCEED EAST ALONG I-40 FOR 0.65 MILE TO STATION ON LEFT,
 FB3244'IN SHOULDER AT LIGHT POLE A-37 NEAR --MILE 45-- MARKER.
 FB3244'
 FB3244'STATION MARK IS A STANDARD DISK STAMPED---ASHNOCA 1978---, SET IN THE
 FB3244'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND
 FB3244'SURFACE.  THE MARK IS 30.3 FEET NORTH-NORTHWEST OF CENTERLINE OF WEST
 FB3244'BOUND LANES, 7.4 FEET SOUTH OF LIGHT POLE A-37 AND 54.6 FEET EAST OF
 FB3244'--MILE 45-- SIGN POST.
 FB3244
 FB3244                          STATION RECOVERY (1987)
 FB3244
 FB3244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 FB3244'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE LINES OF
 FB3244'SIGHT ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3783 ***********************************************************************
 EB3783  DESIGNATION -  ASHPOLE
 EB3783  PID         -  EB3783
 EB3783  STATE/COUNTY-  NC/ROBESON
 EB3783  USGS QUAD   -  ROWLAND (1982)
 EB3783
 EB3783                         *CURRENT SURVEY CONTROL
 EB3783  ___________________________________________________________________
 EB3783* NAD 83(2001)-  34 32 57.17974(N)    079 18 23.45458(W)     ADJUSTED  
 EB3783* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 EB3783  ___________________________________________________________________
 EB3783  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EB3783  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EB3783  HORZ ORDER  -  SECOND
 EB3783
 EB3783.The horizontal coordinates were established by classical geodetic methods
 EB3783.and adjusted by the National Geodetic Survey in August 2005.
 EB3783
 EB3783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3783
 EB3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3783
 EB3783.The geoid height was determined by GEOID03.
 EB3783
 EB3783;                    North         East     Units Scale Factor Converg.
 EB3783;SPC NC       -    88,702.276   581,468.957   MT  0.99994721   -0 10 36.9
 EB3783;SPC NC       -   291,017.38  1,907,702.74   sFT  0.99994721   -0 10 36.9
 EB3783;SPC SC       -   302,462.607   765,017.433   MT  0.99991142   +0 56 19.9
 EB3783;SPC SC       -   992,331.39  2,509,899.71   iFT  0.99991142   +0 56 19.9
 EB3783;UTM  17      - 3,824,357.264   655,384.122   MT  0.99989760   +0 57 38.1
 EB3783
 EB3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3783!SPC NC       -   0.99999844  x   0.99994721  =   0.99994565
 EB3783!SPC SC       -   0.99999844  x   0.99991142  =   0.99990986
 EB3783!UTM  17      -   0.99999844  x   0.99989760  =   0.99989604
 EB3783
 EB3783                          SUPERSEDED SURVEY CONTROL
 EB3783
 EB3783  NAD 83(1986)-  34 32 57.19143(N)    079 18 23.45566(W) AD(       ) 2
 EB3783  NGVD 29 (04/22/91)   43.2    (m)          142.     (f) VERT ANG    3  
 EB3783
 EB3783.Superseded values are not recommended for survey control.
 EB3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3783.See file dsdata.txt to determine how the superseded data were derived.
 EB3783
 EB3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5538424357(NAD 83)
 EB3783_MARKER: DE = TRAVERSE STATION DISK
 EB3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3783_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3783+STABILITY: SURFACE MOTION
 EB3783
 EB3783  HISTORY     - Date     Condition        Report By
 EB3783  HISTORY     - 1977     MONUMENTED       NCGS
 EB3783
 EB3783                          STATION DESCRIPTION
 EB3783
 EB3783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3783'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF ROWLAND AT
 EB3783'THE INTERSECTION OF US 501, NC 130, NC 710 AND SR 1138 IN COMMUNITY OF
 EB3783'PLAIN VIEW, AT THE NORTHWEST CORNER OF A GRASS TRAFFIC ISLAND IN
 EB3783'SOUTHEAST SECTOR OF JUNCTION.
 EB3783'
 EB3783'STATION MARK IS A STANDARD DISK STAMPED---ASHPOLE 1977---SET IN THE
 EB3783'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EB3783'SURFACE. THE MARK IS 21.3 FEET NORTHEAST OF CENTERLINE OF US 501,
 EB3783'30.6 FEET SOUTH OF CENTERLINE OF NC 710, 34.1 FEET SUTHWEST OF THE
 EB3783'CENTER OF A METAL DRAIN, 64.7 FEET SOUTH OF A METAL ASHPOLE CHURCH
 EB3783'SIGN POST AND 3.3 FEET SOUTH-SOUTHWEST OF A ROAD SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2216 ***********************************************************************
 EZ2216  DESIGNATION -  ASIDE
 EZ2216  PID         -  EZ2216
 EZ2216  STATE/COUNTY-  NC/WAKE
 EZ2216  USGS QUAD   -  GARNER (1993)
 EZ2216
 EZ2216                         *CURRENT SURVEY CONTROL
 EZ2216  ___________________________________________________________________
 EZ2216* NAD 83(2001)-  35 39 50.75197(N)    078 36 24.76212(W)     ADJUSTED  
 EZ2216* NAVD 88     -        80.243  (meters)     263.26   (feet)  ADJUSTED  
 EZ2216  ___________________________________________________________________
 EZ2216  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 EZ2216  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 EZ2216  DYNAMIC HT  -          80.172 (meters)     263.03  (feet)  COMP
 EZ2216  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 EZ2216
 EZ2216  HORZ ORDER  -  SECOND
 EZ2216  VERT ORDER  -  SECOND    CLASS I
 EZ2216
 EZ2216.The horizontal coordinates were established by classical geodetic methods
 EZ2216.and adjusted by the National Geodetic Survey in August 2005.
 EZ2216
 EZ2216.The orthometric height was determined by differential leveling
 EZ2216.and adjusted in June 1991.
 EZ2216
 EZ2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2216
 EZ2216.The geoid height was determined by GEOID03.
 EZ2216
 EZ2216.The dynamic height is computed by dividing the NAVD 88
 EZ2216.geopotential number by the normal gravity value computed on the
 EZ2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2216.degrees latitude (g = 980.6199 gals.).
 EZ2216
 EZ2216.The modeled gravity was interpolated from observed gravity values.
 EZ2216
 EZ2216;                    North         East     Units Scale Factor Converg.
 EZ2216;SPC NC       -   212,403.643   645,192.509   MT  0.99989841   +0 13 36.8
 EZ2216;SPC NC       -   696,860.95  2,116,769.09   sFT  0.99989841   +0 13 36.8
 EZ2216;UTM  17      - 3,949,331.465   716,617.645   MT  1.00017826   +1 23 44.9
 EZ2216
 EZ2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2216!SPC NC       -   0.99999263  x   0.99989841  =   0.99989104
 EZ2216!UTM  17      -   0.99999263  x   1.00017826  =   1.00017089
 EZ2216
 EZ2216|---------------------------------------------------------------------|
 EZ2216| PID    Reference Object                     Distance      Geod. Az  |
 EZ2216|                                                           dddmmss.s |
 EZ2216| EZ2215 KENDALL                             392.513 METERS 02008     |
 EZ2216|---------------------------------------------------------------------|
 EZ2216
 EZ2216                          SUPERSEDED SURVEY CONTROL
 EZ2216
 EZ2216  NAD 83(1986)-  35 39 50.76166(N)    078 36 24.77249(W) AD(       ) 2
 EZ2216  NAD 27      -  35 39 50.20962(N)    078 36 25.75612(W) AD(       ) 2
 EZ2216  NGVD 29 (??/??/92)   80.492  (m)          264.08   (f) ADJ UNCH    2 1
 EZ2216
 EZ2216.Superseded values are not recommended for survey control.
 EZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2216.See file dsdata.txt to determine how the superseded data were derived.
 EZ2216
 EZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1661849331(NAD 83)
 EZ2216_MARKER: DE = TRAVERSE STATION DISK
 EZ2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2216_STAMPING: ASIDE 1968
 EZ2216_MARK LOGO: NCGS  
 EZ2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2216+STABILITY: SURFACE MOTION
 EZ2216
 EZ2216  HISTORY     - Date     Condition        Report By
 EZ2216  HISTORY     - 1968     MONUMENTED       NCGS
 EZ2216  HISTORY     - 1976     GOOD             NCGS
 EZ2216  HISTORY     - 1978     GOOD             NCGS
 EZ2216  HISTORY     - 1978     GOOD             NCGS
 EZ2216  HISTORY     - 1987     GOOD             USPSQD
 EZ2216  HISTORY     - 20050528 MARK NOT FOUND   USPSQD
 EZ2216
 EZ2216                          STATION DESCRIPTION
 EZ2216
 EZ2216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ2216'ASIDE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2216'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ2216'
 EZ2216'ASIDE IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF THE CENTER
 EZ2216'OF GARNER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ2216'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 3.25 MILES
 EZ2216'TO STATION.  WHICH IS ON THE EAST SHOULDER OF NC 50 IN CURVE,
 EZ2216'IN LINE WITH POWER POLE WITH BANK OF TRANSFORMERS ON WEST SIDE
 EZ2216'OF NC 50, 0.4 MILE SOUTH OF INTERSECTION OF SR 2703 AND NORTH
 EZ2216'OF BRIDGE OVER SWIFT CREEK.
 EZ2216'
 EZ2216'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2216'ASIDE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2216'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2216'
 EZ2216'MARK IS
 EZ2216'
 EZ2216'21.0 FT ENE OF C/L OF NC 50
 EZ2216'
 EZ2216'147.8 FT SE OF 4 X 4 POST WITH UNLAWFUL TO PASS STOPPED
 EZ2216'SCHOOL BUS SIGN, AND WITH ALUMINUM REF. TAG
 EZ2216'
 EZ2216'22.4 FT NW OF 4 INCH OAK WITH ALUMINUM REF. TAG AT NORTH END OF
 EZ2216'WOODS LINE
 EZ2216'
 EZ2216'32.6 FT NNW OF 6 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF
 EZ2216'NC 50
 EZ2216
 EZ2216                          STATION RECOVERY (1976)
 EZ2216
 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2216'3.0 MI S FROM GARNER.
 EZ2216'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON
 EZ2216'DAM, PROCEED NORTH ALONG NC 50 FOR 0.3 MILE TO STATION ON RIGHT AT
 EZ2216'NORTH END OF A NARROW STRIP OF WOODS, 0.35 MILE SOUTH OF NEW BETHEL
 EZ2216'CHURCH.  21.0 FT. ENE OF CENTERLINE OF NC 50, 22.4 FT. NW OF A 4 INCH
 EZ2216'PERSIMMON WITH ALUMINUM REF. TAG, 32.6 FT. NNW OF 6 INCH PINE WITH
 EZ2216'ALUMINUM REF. TAG, 124.2 FT. ESE OF POWER POLE NO. P47 WITH ALUMINUM
 EZ2216'REF. TAG AND 51.4 FT. E OF INTERSECTION SIGN POST WITH ALUMINUM REF.
 EZ2216'TAG.  DISK IS SET IN CONCRETE CYLINDER, 12 INCHES BELOW THE SURFACE OF
 EZ2216'THE GROUND.
 EZ2216
 EZ2216                          STATION RECOVERY (1978)
 EZ2216
 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH)
 EZ2216'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 EZ2216'DESCRIPTION FOLLOWS.
 EZ2216'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF GARNER.
 EZ2216'
 EZ2216'TO REACH THE STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE
 EZ2216'BENSON DAM, PROCEED NORTH ALONG NC 50 FOR 0.3 MILE TO STATION ON THE
 EZ2216'RIGHT AT NORTH END OF A NARROW STRIP OF WOODS, AND 0.35 MILE SOUTH OF
 EZ2216'NEW BETHEL CHURCH.
 EZ2216'
 EZ2216'STATION MARK IS SET IN A CONCRETE CYLINDER WHICH IS 12 INCHES BELOW
 EZ2216'THE GROUND SURFACE.  THE MARK IS 21.0 FEET EAST-SOUTHEAST OF
 EZ2216'CENTERLINE OF NC 50, 22.4 FEET NORTHWEST OF A 4 INCH PERSIMMON WITH
 EZ2216'REFERENCE TAG, 32.6 FEET NORTH-NORTHWEST OF 6 INCH PINE WITH REFERENCE
 EZ2216'TAG, 124.2 FEET EAST-SOUTHEAST OF POWER POLE P 47 WITH REFERENCE TAG
 EZ2216'AND 51.4 FEET EAST OF INTERSECTION SIGN POST WITH REFERENCE TAG.
 EZ2216
 EZ2216                          STATION RECOVERY (1978)
 EZ2216
 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2216'RECOVERED IN GOOD CONDITION.
 EZ2216
 EZ2216                          STATION RECOVERY (1987)
 EZ2216
 EZ2216'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2216'RECOVERED IN GOOD CONDITION.
 EZ2216
 EZ2216                          STATION RECOVERY (2005)
 EZ2216
 EZ2216'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2216'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1469 ***********************************************************************
 EA1469  DESIGNATION -  ASKEW
 EA1469  PID         -  EA1469
 EA1469  STATE/COUNTY-  NC/ONSLOW
 EA1469  USGS QUAD   -  HUBERT (1988)
 EA1469
 EA1469                         *CURRENT SURVEY CONTROL
 EA1469  ___________________________________________________________________
 EA1469* NAD 83(2001)-  34 42 34.69872(N)    077 10 04.42323(W)     ADJUSTED  
 EA1469* NAVD 88     -        11.951  (meters)      39.21   (feet)  ADJUSTED  
 EA1469  ___________________________________________________________________
 EA1469  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EA1469  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA1469  DYNAMIC HT  -          11.940 (meters)      39.17  (feet)  COMP
 EA1469  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 EA1469
 EA1469  HORZ ORDER  -  SECOND
 EA1469  VERT ORDER  -  FIRST     CLASS II
 EA1469
 EA1469.The horizontal coordinates were established by classical geodetic methods
 EA1469.and adjusted by the National Geodetic Survey in August 2005.
 EA1469
 EA1469.The orthometric height was determined by differential leveling
 EA1469.and adjusted in June 1991.
 EA1469
 EA1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1469
 EA1469.The geoid height was determined by GEOID03.
 EA1469
 EA1469.The dynamic height is computed by dividing the NAVD 88
 EA1469.geopotential number by the normal gravity value computed on the
 EA1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1469.degrees latitude (g = 980.6199 gals.).
 EA1469
 EA1469.The modeled gravity was interpolated from observed gravity values.
 EA1469
 EA1469;                    North         East     Units Scale Factor Converg.
 EA1469;SPC NC       -   108,002.458   777,415.908   MT  0.99991705   +1 03 26.8
 EA1469;SPC NC       -   354,338.06  2,550,572.02   sFT  0.99991705   +1 03 26.8
 EA1469;UTM  18      - 3,842,983.200   301,462.905   MT  1.00008585   -1 14 05.4
 EA1469
 EA1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1469!SPC NC       -   1.00000395  x   0.99991705  =   0.99992100
 EA1469!UTM  18      -   1.00000395  x   1.00008585  =   1.00008980
 EA1469
 EA1469                          SUPERSEDED SURVEY CONTROL
 EA1469
 EA1469  NAD 83(1986)-  34 42 34.71039(N)    077 10 04.43363(W) AD(       ) 2
 EA1469  NAVD 88 (04/01/97)   11.95   (m)           39.2    (f) LEVELING    3  
 EA1469
 EA1469.Superseded values are not recommended for survey control.
 EA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1469.See file dsdata.txt to determine how the superseded data were derived.
 EA1469
 EA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0146342983(NAD 83)
 EA1469_MARKER: DE = TRAVERSE STATION DISK
 EA1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1469_SP_SET: CONCRETE POST
 EA1469_STAMPING: ASKEW 1982
 EA1469_MARK LOGO: NCGS  
 EA1469_PROJECTION: RECESSED 10 CENTIMETERS
 EA1469_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1469+STABILITY: SURFACE MOTION
 EA1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1469+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1469
 EA1469  HISTORY     - Date     Condition        Report By
 EA1469  HISTORY     - 1982     MONUMENTED       NCGS
 EA1469  HISTORY     - 1982     GOOD             NCGS
 EA1469  HISTORY     - 19820315 GOOD             NCGS
 EA1469  HISTORY     - 19910330 GOOD             USPSQD
 EA1469  HISTORY     - 20051101 GOOD             USPSQD
 EA1469
 EA1469                          STATION DESCRIPTION
 EA1469
 EA1469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1469'0.95 MI WEST FROM SWANSBORO.
 EA1469'0.95 MILE WEST ALONG NC 24 FROM SWANSBORO HIGH SCHOOL, IN MEDIAN ON
 EA1469'PROLONGATION OF WEST SIDE OF A BRICK HOUSE (ASKEW RESIDENCE), ON EAST
 EA1469'SIDE OF A CROSSOVER, AND 0.55 MILE EAST OF INTERSECTION WITH SR 1463,
 EA1469'26.9 FEET NORTHEAST OF CENTERLINE OF EAST BOUND LANES, 175.0 FEET
 EA1469'SOUTHEAST OF CENTER OF CROSSOVER, 101.5 FEET NORTHEAST OF POWER POLE
 EA1469'IN YARD WITH REFERENCE TAG, 108.4 FEET EAST OF EAT END OF DRIVEWAY
 EA1469'CULVERT AND 128.5 FEET SOUTHEAST OF A REFLECTOR POST.
 EA1469'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1469
 EA1469                          STATION RECOVERY (1982)
 EA1469
 EA1469'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1469'RECOVERED AS DESCRIBED.
 EA1469
 EA1469                          STATION RECOVERY (1991)
 EA1469
 EA1469'RECOVERY NOTE BY US POWER SQUADRON 1991 (JWZ)
 EA1469'RECOVERED IN GOOD CONDITION.
 EA1469
 EA1469                          STATION RECOVERY (2005)
 EA1469
 EA1469'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2800 ***********************************************************************
 FX2800  DESIGNATION -  ASKEW
 FX2800  PID         -  FX2800
 FX2800  STATE/COUNTY-  NC/BERTIE
 FX2800  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2800
 FX2800                         *CURRENT SURVEY CONTROL
 FX2800  ___________________________________________________________________
 FX2800* NAD 83(2001)-  36 06 19.27690(N)    076 55 30.34336(W)     ADJUSTED  
 FX2800* NAVD 88     -        18.335  (meters)      60.15   (feet)  ADJUSTED  
 FX2800  ___________________________________________________________________
 FX2800  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 FX2800  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 FX2800  DYNAMIC HT  -          18.320 (meters)      60.10  (feet)  COMP
 FX2800  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 FX2800
 FX2800  HORZ ORDER  -  FIRST
 FX2800  VERT ORDER  -  SECOND    CLASS II
 FX2800
 FX2800.The horizontal coordinates were established by classical geodetic methods
 FX2800.and adjusted by the National Geodetic Survey in August 2005.
 FX2800
 FX2800.The orthometric height was determined by differential leveling
 FX2800.and adjusted in June 1991.
 FX2800
 FX2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2800
 FX2800.The geoid height was determined by GEOID03.
 FX2800
 FX2800.The dynamic height is computed by dividing the NAVD 88
 FX2800.geopotential number by the normal gravity value computed on the
 FX2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2800.degrees latitude (g = 980.6199 gals.).
 FX2800
 FX2800.The modeled gravity was interpolated from observed gravity values.
 FX2800
 FX2800;                    North         East     Units Scale Factor Converg.
 FX2800;SPC NC       -   263,242.960   796,416.429   MT  0.99998347   +1 11 51.3
 FX2800;SPC NC       -   863,656.28  2,612,909.57   sFT  0.99998347   +1 11 51.3
 FX2800;UTM  18      - 3,997,349.733   326,716.750   MT  0.99996999   -1 08 04.9
 FX2800
 FX2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2800!SPC NC       -   1.00000275  x   0.99998347  =   0.99998622
 FX2800!UTM  18      -   1.00000275  x   0.99996999  =   0.99997274
 FX2800
 FX2800|---------------------------------------------------------------------|
 FX2800| PID    Reference Object                     Distance      Geod. Az  |
 FX2800|                                                           dddmmss.s |
 FX2800| FX4547 ASKEW RM 1                           67.724 METERS 03219     |
 FX2800| FX4548 ASKEW RM 2 AZIMUTH                                 1434933.0 |
 FX2800| FX4550 ASKEW RM 4                          147.405 METERS 15615     |
 FX2800| FX3894 GREENS CROSS LOOKOUT TOWER          APPROX.10.3 KM 1620450.5 |
 FX2800| FX4549 ASKEW RM 3                           48.950 METERS 18227     |
 FX2800| FX3891 WINDSOR LEA LUMBER CO TANK          APPROX. 7.9 KM 2011630.7 |
 FX2800| FX3895 ASKEW RM A                           26.351 METERS 27823     |
 FX2800| FX2799 ASKEW AZ MK                         APPROX. 0.7 KM 3255654.0 |
 FX2800|---------------------------------------------------------------------|
 FX2800
 FX2800                          SUPERSEDED SURVEY CONTROL
 FX2800
 FX2800  NAD 83(1993)-  36 06 19.28300(N)    076 55 30.34965(W) AD(       ) 1
 FX2800  NAD 83(1986)-  36 06 19.28656(N)    076 55 30.35547(W) AD(       ) 1
 FX2800  NAD 27      -  36 06 18.71700(N)    076 55 31.52700(W) AD(       ) 1
 FX2800  NGVD 29 (01/18/91)   18.71   (m)           61.4    (f) LEVELING    3  
 FX2800
 FX2800.Superseded values are not recommended for survey control.
 FX2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2800.See file dsdata.txt to determine how the superseded data were derived.
 FX2800
 FX2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2671797350(NAD 83)
 FX2800_MARKER: DS = TRIANGULATION STATION DISK
 FX2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2800_SP_SET: CONCRETE POST
 FX2800_STAMPING: ASKEW 1931
 FX2800_MARK LOGO: CGS   
 FX2800_PROJECTION: RECESSED 15 CENTIMETERS
 FX2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2800+STABILITY: SURFACE MOTION
 FX2800
 FX2800  HISTORY     - Date     Condition        Report By
 FX2800  HISTORY     - 1931     MONUMENTED       CGS
 FX2800  HISTORY     - 1959     GOOD             CGS
 FX2800  HISTORY     - 1966     GOOD             CGS
 FX2800  HISTORY     - 1970     GOOD             NGS
 FX2800  HISTORY     - 1980     GOOD             NCGS
 FX2800  HISTORY     - 1980     GOOD             NCGS
 FX2800
 FX2800                          STATION DESCRIPTION
 FX2800
 FX2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX2800'ABOUT 5 MILES NORTH OF WINDSOR, 1 MILE SOUTHEAST OF ASKEWVILLE, IN
 FX2800'CULTIVATED FIELD, ABOUT 70 METERS (230 FEET) EAST OF MR. R.E.
 FX2800'HOGGARDS HOUSE, 8.8 METERS (29 FEET) NORTH OF CENTER LINE OF
 FX2800'EAST-AND-WEST ROAD, 11.0 METERS (36 FEET) WEST-SOUTHWEST OF
 FX2800'NORTHWEST CORNER OF GARDEN FENCE POST, 43.6 METERS (143 FEET) EAST
 FX2800'SOUTHEAST CORNER OF MAIN BARN IN GROUP OF THREE, AND ABOUT 80
 FX2800'METERS (262 FEET) EAST OF T-ROAD INTERSECTION.  TO REACH FROM
 FX2800'STANDARD FILLING STATION IN WINDSOR, FOLLOW ROUTE 30 NORTH 6.1
 FX2800'MILES TO GRAVEL CROSSROAD AT DEMPSEYS SERVICE STATION, TURN
 FX2800'RIGHT, GO 2.9 MILES TO CROSSROADS KNOWN AS BUENA VISTA (GAS
 FX2800'STATION ON EITHER SIDE).  TURN RIGHT ONTO DIRT ROAD, AND FOLLOW 2.4
 FX2800'MILES TO STATION SITE (0.9 MILE BEYOND RAILROAD CROSSING AT
 FX2800'ASKEWVILLE).  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FX2800'STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 FX2800'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS AT NORTHWEST CORNER OF
 FX2800'FENCE AROUND SMALL HOUSE, 6 METERS (20 FEET) SOUTH OF CENTER LINE
 FX2800'OF ROAD, 3 METERS (10 FEET) EAST OF LANE LEADING INTO FIELD, AND
 FX2800'67.67 METERS (222.0 FEET) FROM STATION IN BEARING N 32 DEG 19 MIN
 FX2800'E. NO. 2 IS OPPOSITE HOUSE AND GROUP OF BARNS, 5.0 METERS (16
 FX2800'FEET) WEST OF CENTER LINE OF NORTH-AND-SOUTH DIRT ROAD, AND
 FX2800'APPROXIMATELY 300 METERS (984 FEET) FROM STATION IN BEARING S 36 DEG
 FX2800'10 MIN E.   NO. 3 IS ABOUT 50 METERS (164 FEET) EAST OF MR.
 FX2800'HOGGARDS HOUSE, 5 METERS (16 FEET) SOUTH OF CENTER LINE OF DIRT
 FX2800'ROAD, AND 48.95 METERS (160.6 FEET) FROM STATION IN BEARING S 2
 FX2800'DEG 27 MIN W.
 FX2800
 FX2800                          STATION RECOVERY (1959)
 FX2800
 FX2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX2800'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 FX2800'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1
 FX2800'WERE VERIFIED. REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 FX2800'FOUND COMPLETELY EXPOSED ON ONE SIDE DUE TO GRADING AND WERE
 FX2800'DESTROYED BY THIS PARTY.
 FX2800'
 FX2800'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 FX2800'PARTY.
 FX2800'
 FX2800'A NEW DESCRIPTION FOLLOWS.
 FX2800'
 FX2800'THE STATION IS ABOUT 5.0 MILES NORTH OF WINDSOR, 1.0 MILE
 FX2800'SOUTHEAST OF ASKEWVILLE AND ON PROPERTY OWNED BY MR. R.E. HOGGARD.
 FX2800'
 FX2800'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE CENTER OF
 FX2800'THE SMALL TOWN OF ASKEWVILLE, GO SOUTHEASTERLY ON THE BLACKTOP
 FX2800'ROAD 0.85 MILE TO A SIDE ROAD ON THE LEFT. TURN LEFT AND GO
 FX2800'NORTHEASTERLY ON A DIRT ROAD 0.05 TO THE STATION ON THE LEFT AT
 FX2800'THE NORTH SIDE OF A SMALL BARN.
 FX2800'
 FX2800'THE STATION MARKS ARE STANDARD DISKS STAMPED ASKEW 1931.  THE
 FX2800'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 6 INCHES BELOW THE
 FX2800'SURFACE OF THE GROUND. IT IS 16 FEET NORTHEAST OF THE NORTHEAST
 FX2800'CORNER OF THE SMALL BARN, 25.5 FEET EAST OF THE NORTHWEST CORNER
 FX2800'OF THE SMALL BARN AND 29.5 FEET WEST OF THE CENTER OF THE DIRT
 FX2800'ROAD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 FX2800'
 FX2800'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASKEW NO 1 1931, IS
 FX2800'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 FX2800'GROUND. IT IS 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FX2800'HOUSE, 25 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 9 FEET
 FX2800'NORTHEAST OF THE CENTER OF A FIELD ROAD.
 FX2800'
 FX2800'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ASKEW NO 4 1931, IS
 FX2800'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS IN
 FX2800'THE NORTHEAST CORNER OF A SMALL CEMETERY, 66 FEET NORTH OF THE
 FX2800'CENTER OF THE BLACKTOP ROAD.
 FX2800'
 FX2800'AZIMUTH MARK, A STANDARD DISK STAMPED ASKEW 1931, IS SET IN A
 FX2800'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 211 FEET
 FX2800'SOUTHWEST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY ONE OF TWO
 FX2800'SMALL SHEDS, 173 FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD,
 FX2800'148 FEET WEST OF A POWERLINE POLE AND 1 FOOT WEST OF A POWERLINE
 FX2800'POLE. A STANDARD METAL WITNESS POST WAS SET 1.4 FEET WEST OF THE MARK.
 FX2800'
 FX2800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 FX2800'THE DIRT ROAD 0.05 MILE TO THE BLACKTOP ROAD. TURN RIGHT AND GO
 FX2800'NORTHWESTERLY ON THE BLACKTOP ROAD 0.25 MILE TO A DIRT SIDE ROAD
 FX2800'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE DIRT ROAD 0.25
 FX2800'MILE TO WHERE THE MAIN POWERLINE CROSSES THE ROAD AND THE AZIMUTH
 FX2800'MARK ON THE LEFT IN THE CULTIVATED FIELD.
 FX2800
 FX2800                          STATION RECOVERY (1966)
 FX2800
 FX2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 FX2800'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 FX2800'CONDITION. THE ONLY CHANGE FOUND IN THE 1959 DESCRIPTION IS NOTED
 FX2800'BELOW.
 FX2800'
 FX2800'TO REACH THE STATION FROM THE SCHOOL HOUSE IN ASKEWVILLE, GO
 FX2800'SOUTHERLY ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.
 FX2800'TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.05 MILE TO THE
 FX2800'STATION ON THE LEFT.
 FX2800'
 FX2800'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ASKEW RM
 FX2800'A, NOTE DISTANCE AND DIRECTION.
 FX2800
 FX2800                          STATION RECOVERY (1970)
 FX2800
 FX2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FS)
 FX2800'STATION FOUND AS INDICATED.
 FX2800
 FX2800                          STATION RECOVERY (1980)
 FX2800
 FX2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2800'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 FX2800'DESCRIBED.  REFERENCE MARKS 4, RMA AND AZIMUTH MARK WERE RECOVERED AS
 FX2800'DESCRIBED.  REFERENCE MARK 1 WAS SEARCHED FOR BY NOT FOUND.  PROPERTY
 FX2800'OWNER SAID REFERENCE MARK NO 1 WAS DESTROYED DURING HIGHWAY
 FX2800'IMPROVEMENTS IN 1979.
 FX2800'
 FX2800'STATION IS ABOUT 1.0 MILE SOUTHEAST OF ASKEWVILLE. 0.05 MILE NORTHEAST
 FX2800'ALONG SR 1306 FROM SR 1304 AND AT THE NORTH SIDE OF A TOBACCO BARN.
 FX2800'
 FX2800'THE STATION MARK IS A STANDARD DISK STAMPED---ASKEW 1931---SET IN A
 FX2800'SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES BELOW GROUND SURFACE.  IT
 FX2800'IS 31.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR 1306, 7.5 FEET
 FX2800'NORTHEAST OF NORTHEAST CORNER OF TOBACCO BARN, 21.2 FEET EAST OF
 FX2800'NORTHWEST CORNER OF TOBACCO BARN AND 47.6 FEET NORTH OF NORTH END OF
 FX2800'CULVERT.
 FX2800'
 FX2800'REFERENCE MARK 4 STAMPED---ASKEW NO 4 1931---IS A STANDARD DISK SET
 FX2800'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES ABOVE THE
 FX2800'GROUND SURFACE.  IT IS 66 FEET NORTH OF THE CENTERLINE OF SR 1304 AND
 FX2800'IN NORTHEAST CORNER OF DUNLOW FAMILY CEMEMTERY.
 FX2800'
 FX2800'AZIMUTH MARK STAMPED---ASKEW 1931---IS A STANDARD DISK SET IN THE TOP
 FX2800'OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES ABOVE THE GROUND
 FX2800'SURFACE.  IT IS 17.3 FEET NORTHWEST OF CENTER OF SR 1305 NORTH
 FX2800'TANGENT, 1.0 FEET WEST OF POWER POLE H25 WITH REFERENCE TAG AND 192
 FX2800'FEET SOUTH-SOUTHWEST OF CENTER OF SR 1305 WEST TANGENT.  TO REACH THE
 FX2800'STATION, PROCEED ALONG SR 1306 FOR 0.05 MILE, THENCE WEST ALONG
 FX2800'SR 1304 FOR 0.25 MILE, THENCE NORTH ALONG SR 1305 FOR 0.25 MILE TO
 FX2800'SMALL POWER LINE CROSSING ROAD AND STATION ON LEFT IN CULTIVATED
 FX2800'FIELD.
 FX2800
 FX2800                          STATION RECOVERY (1980)
 FX2800
 FX2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2800'0.8 MI SE FROM ASKEWVILLE.
 FX2800'1.15 MILES SOUTHEAST ALONG SR 1304 FROM THE INTERSECTION WITH SR 1349
 FX2800'IN ASKEWVILLE, THENCE 0.1 MILE NORTHEAST ALONG SR 1306 ON LEFT AT
 FX2800'NORTH SIDE OF A TOBACCO BARN, 31.1 FEET WEST-NORTHWEST OF CENTERLINE
 FX2800'OF ROAD, 7.5 FEET NORTHEAST OF NORTHEAST CORNER OF BARN, 21.2 FEET
 FX2800'EAST OF NORTHWEST CORNER OF BARN AND 47.6 FEET NORTH OF NORTH END OF
 FX2800'CULVERT.
 FX2800'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5663 ***********************************************************************
 EY5663  DESIGNATION -  ASKEW
 EY5663  PID         -  EY5663
 EY5663  STATE/COUNTY-  NC/WASHINGTON
 EY5663  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY5663
 EY5663                         *CURRENT SURVEY CONTROL
 EY5663  ___________________________________________________________________
 EY5663* NAD 83(2001)-  35 48 30.61958(N)    076 43 54.00572(W)     ADJUSTED  
 EY5663* NAVD 88     -        11.3    (meters)      37.     (feet)  VERTCON   
 EY5663  ___________________________________________________________________
 EY5663  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 EY5663  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY5663  HORZ ORDER  -  SECOND
 EY5663
 EY5663.The horizontal coordinates were established by classical geodetic methods
 EY5663.and adjusted by the National Geodetic Survey in August 2005.
 EY5663
 EY5663.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5663
 EY5663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5663
 EY5663.The geoid height was determined by GEOID03.
 EY5663
 EY5663;                    North         East     Units Scale Factor Converg.
 EY5663;SPC NC       -   230,696.339   814,581.376   MT  0.99991970   +1 18 33.2
 EY5663;SPC NC       -   756,876.24  2,672,505.73   sFT  0.99991970   +1 18 33.2
 EY5663;UTM  18      - 3,964,092.791   343,544.837   MT  0.99990163   -1 00 48.1
 EY5663
 EY5663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5663!SPC NC       -   1.00000400  x   0.99991970  =   0.99992370
 EY5663!UTM  18      -   1.00000400  x   0.99990163  =   0.99990563
 EY5663
 EY5663                          SUPERSEDED SURVEY CONTROL
 EY5663
 EY5663  NAD 83(1986)-  35 48 30.63195(N)    076 43 54.01579(W) AD(       ) 2
 EY5663  NGVD 29 (12/10/90)   11.6    (m)           38.     (f) VERT ANG    3  
 EY5663
 EY5663.Superseded values are not recommended for survey control.
 EY5663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5663.See file dsdata.txt to determine how the superseded data were derived.
 EY5663
 EY5663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4354564093(NAD 83)
 EY5663_MARKER: DE = TRAVERSE STATION DISK
 EY5663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5663_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5663+STABILITY: SURFACE MOTION
 EY5663
 EY5663  HISTORY     - Date     Condition        Report By
 EY5663  HISTORY     - 1978     MONUMENTED       NCGS
 EY5663  HISTORY     - 1985     GOOD             USPSQD
 EY5663  HISTORY     - 1989     GOOD             USPSQD
 EY5663
 EY5663                          STATION DESCRIPTION
 EY5663
 EY5663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5663'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES SOUTH-SOUTHEAST OF
 EY5663'PLYMOUTH AND 8.0 MILES SOUTHWEST OF ROPER.
 EY5663'
 EY5663'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH NC 32 IN
 EY5663'PLYMOUTH, PROCEED SOUTHERLY ALONG NC 32 FOR 3.6 MILES TO STATION ON
 EY5663'THE RIGHT, IN THE EAST CORNER OF THE YARD OF WAYNE ASKEWS MOBILE HOME
 EY5663'AND 1.1 MILES NORTH OF JUNCTION WITH NC 99.
 EY5663'
 EY5663'STATION MARK IS A STANDARD DISK STAMPED---ASKEW 1978---,SET IN THE
 EY5663'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND
 EY5663'SURFACE.  THE MARK IS 62.8 FEET SOUTHWEST OF THE CENTERLINE OF NC 32,
 EY5663'128.1 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 88.0 FEET EAST
 EY5663'OF THE NORTH END OF AN ADDITION TO A MOBILE HOME, 24.0 FEET NORTHEAST
 EY5663'OF THE EAST CORNER OF A WELL HOUSE, 86.3 FEET WEST-NORTHWEST OF A PLOW
 EY5663'SUPPORT POST OF JOHNSTONS MAILBOX AND 22.4 FEET NORTH OF A 12 INCH
 EY5663'PINE WITH REFERENCE TAG.
 EY5663
 EY5663                          STATION RECOVERY (1985)
 EY5663
 EY5663'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY5663'RECOVERED IN GOOD CONDITION.
 EY5663
 EY5663                          STATION RECOVERY (1989)
 EY5663
 EY5663'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY5663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4518 ***********************************************************************
 DG4518  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4518  DESIGNATION -  ASKEW
 DG4518  PID         -  DG4518
 DG4518  STATE/COUNTY-  NC/PITT
 DG4518  USGS QUAD   -  FARMVILLE (1981)
 DG4518
 DG4518                         *CURRENT SURVEY CONTROL
 DG4518  ___________________________________________________________________
 DG4518* NAD 83(2007)-  35 34 28.17716(N)    077 31 12.87573(W)     ADJUSTED  
 DG4518* NAVD 88     -        17.50   (meters)      57.4    (feet)  GPS OBS   
 DG4518  ___________________________________________________________________
 DG4518  EPOCH DATE  -        2002.00
 DG4518  X           -   1,122,307.617 (meters)                     COMP
 DG4518  Y           -  -5,070,880.424 (meters)                     COMP
 DG4518  Z           -   3,689,883.020 (meters)                     COMP
 DG4518  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DG4518  ELLIP HEIGHT-         -18.197 (meters)          (02/10/07) ADJUSTED
 DG4518  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 DG4518
 DG4518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4518  Type    PID    Designation                      North   East  Ellip
 DG4518  -------------------------------------------------------------------
 DG4518  NETWORK DG4518 ASKEW                             0.55   0.45   1.23
 DG4518  -------------------------------------------------------------------
 DG4518
 DG4518.The horizontal coordinates were established by GPS observations
 DG4518.and adjusted by the National Geodetic Survey in February 2007.
 DG4518
 DG4518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4518.The horizontal coordinates are valid at the epoch date displayed above.
 DG4518.The epoch date for horizontal control is a decimal equivalence
 DG4518.of Year/Month/Day.
 DG4518
 DG4518.The orthometric height was determined by GPS observations and a
 DG4518.high-resolution geoid model.
 DG4518.The orthometric height was determined by GPS observations and a
 DG4518.high-resolution geoid model using precise GPS observation and
 DG4518.processing techniques.
 DG4518
 DG4518.Photographs are available for this station.
 DG4518
 DG4518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4518
 DG4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4518
 DG4518.The ellipsoidal height was determined by GPS observations
 DG4518.and is referenced to NAD 83.
 DG4518
 DG4518.The geoid height was determined by GEOID03.
 DG4518
 DG4518;                    North         East     Units Scale Factor Converg.
 DG4518;SPC NC       -   203,392.070   743,714.644   MT  0.99988840   +0 51 14.7
 DG4518;SPC NC       -   667,295.48  2,440,003.79   sFT  0.99988840   +0 51 14.7
 DG4518;UTM  18      - 3,939,678.460   271,618.554   MT  1.00024279   -1 28 00.5
 DG4518
 DG4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4518!SPC NC       -   1.00000286  x   0.99988840  =   0.99989126
 DG4518!UTM  18      -   1.00000286  x   1.00024279  =   1.00024565
 DG4518
 DG4518                          SUPERSEDED SURVEY CONTROL
 DG4518
 DG4518  NAD 83(1986)-  35 34 28.18875(N)    077 31 12.88551(W) AD(       ) 1
 DG4518  NAD 83(2001)-  35 34 28.17731(N)    077 31 12.87554(W) AD(       ) 1
 DG4518  ELLIP H (02/27/04)  -18.183  (m)                       GP(       ) 4 1
 DG4518
 DG4518.Superseded values are not recommended for survey control.
 DG4518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4518.See file dsdata.txt to determine how the superseded data were derived.
 DG4518
 DG4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7161939678(NAD 83)
 DG4518_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4518_STAMPING: ASKEW 2003
 DG4518_MARK LOGO: NCGS  
 DG4518_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4518+STABILITY: SURFACE MOTION
 DG4518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4518+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4518
 DG4518  HISTORY     - Date     Condition        Report By
 DG4518  HISTORY     - 2003     MONUMENTED       NCGS
 DG4518
 DG4518                          STATION DESCRIPTION
 DG4518
 DG4518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4518'STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF GREENVILLE
 DG4518'AND 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF BELL ARTHUR.
 DG4518'PROCEED ALONG US 264 FOR 2.5 MI (4.0 KM) WEST FROM US 264 BYPASS TO SR
 DG4518'1210 (MOZINGO RD), THENCE ALONG SR 1210 FOR 0.2 MI (0.3 KM) SOUTH TO
 DG4518'SR 1200 (STATONSBURG RD), THENCE ALONG SR 1200 FOR 2.2 MI (3.5 KM)
 DG4518'WEST TO SR 1218 (CHINQUAPIN RD), THENCE ALONG SR 1218 FOR 0.5 MI (0.8
 DG4518'KM) WEST TO SR 1217 (ASKEW RD), THENCE SOUTH ALONG SR 1217 FOR 1.85 MI
 DG4518'(2.98 KM) TO THE STATION, IN THE SHOULDER.
 DG4518'MARK IS LEVEL WITH SR 1217 AND IS RECESSED 2-INCHES BELOW THE GROUND.
 DG4518'LOCATED 17.9 FT (5.5 M) WEST OF THE CENTERLINE OF SR 1217, 62.6 FT
 DG4518'(19.1 M) WEST OF A WATER METER ACROSS SR 1217--AND 94.5 FT (28.8 M)
 DG4518'SOUTH-SOUTHWEST OF A POWER POLE ACROSS SR 1217, 23.3 FT (7.1 M)
 DG4518'SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2799 ***********************************************************************
 FX2799  DESIGNATION -  ASKEW AZ MK
 FX2799  PID         -  FX2799
 FX2799  STATE/COUNTY-  NC/BERTIE
 FX2799  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2799
 FX2799                         *CURRENT SURVEY CONTROL
 FX2799  ___________________________________________________________________
 FX2799* NAD 83(2001)-  36 06 36.76568(N)    076 55 44.90947(W)     ADJUSTED  
 FX2799* NAVD 88     -        18.975  (meters)      62.25   (feet)  ADJUSTED  
 FX2799  ___________________________________________________________________
 FX2799  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 FX2799  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 FX2799  DYNAMIC HT  -          18.959 (meters)      62.20  (feet)  COMP
 FX2799  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 FX2799
 FX2799  HORZ ORDER  -  SECOND
 FX2799  VERT ORDER  -  SECOND    CLASS II
 FX2799
 FX2799.The horizontal coordinates were established by classical geodetic methods
 FX2799.and adjusted by the National Geodetic Survey in August 2005.
 FX2799
 FX2799.The orthometric height was determined by differential leveling
 FX2799.and adjusted in June 1991.
 FX2799
 FX2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2799
 FX2799.The geoid height was determined by GEOID03.
 FX2799
 FX2799.The dynamic height is computed by dividing the NAVD 88
 FX2799.geopotential number by the normal gravity value computed on the
 FX2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2799.degrees latitude (g = 980.6199 gals.).
 FX2799
 FX2799.The modeled gravity was interpolated from observed gravity values.
 FX2799
 FX2799;                    North         East     Units Scale Factor Converg.
 FX2799;SPC NC       -   263,774.275   796,040.941   MT  0.99998473   +1 11 42.9
 FX2799;SPC NC       -   865,399.43  2,611,677.65   sFT  0.99998473   +1 11 42.9
 FX2799;UTM  18      - 3,997,895.881   326,363.201   MT  0.99997150   -1 08 13.9
 FX2799
 FX2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2799!SPC NC       -   1.00000264  x   0.99998473  =   0.99998737
 FX2799!UTM  18      -   1.00000264  x   0.99997150  =   0.99997414
 FX2799
 FX2799                          SUPERSEDED SURVEY CONTROL
 FX2799
 FX2799  NAD 83(1993)-  36 06 36.77187(N)    076 55 44.91563(W) AD(       ) 2
 FX2799  NAD 83(1986)-  36 06 36.77536(N)    076 55 44.92154(W) AD(       ) 2
 FX2799  NGVD 29 (01/18/91)   19.35   (m)           63.5    (f) LEVELING    3  
 FX2799
 FX2799.Superseded values are not recommended for survey control.
 FX2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2799.See file dsdata.txt to determine how the superseded data were derived.
 FX2799
 FX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2636397896(NAD 83)
 FX2799_MARKER: DZ = AZIMUTH MARK DISK
 FX2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2799_SP_SET: CONCRETE POST
 FX2799_STAMPING: ASKEW 1931
 FX2799_MARK LOGO: CGS   
 FX2799_PROJECTION: PROJECTING 15 CENTIMETERS
 FX2799_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2799+STABILITY: SURFACE MOTION
 FX2799
 FX2799  HISTORY     - Date     Condition        Report By
 FX2799  HISTORY     - 1959     MONUMENTED       CGS
 FX2799  HISTORY     - 1980     GOOD             NCGS
 FX2799  HISTORY     - 1980     GOOD             NCGS
 FX2799
 FX2799                          STATION DESCRIPTION
 FX2799
 FX2799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2799'STATION IS LOCATED APPROXIMATELY 0.6 MILE EAST OF ASKEWVILLE AND 8.0
 FX2799'MILES NORTH OF WINDSOR.
 FX2799'
 FX2799'TO REACH STATION FROM THE INTERSECTION OF SR 1305 WITH SR 1304 AT THE
 FX2799'EAST SIDE OF ASKEWVILLE, PROCEED NORTHEAST ALONG SR 1305 FOR 0.3 MILE
 FX2799'TO STATION ON THE LEFT UNDER A POWER LINE AT POWER POLE H25.
 FX2799'
 FX2799'STATION IS A USC+GS AZIMUTH DISK STAMPED---ASKEW 1931---SET IN THE
 FX2799'TOP OF A 10 INCH CONCRETE MONUMENT, WHICH IS 6 INCHES ABOVE GROUND
 FX2799'SURFACE AND LEVEL WITH ROAD.  MARK IS 174.7 FEET NORTHWEST OF
 FX2799'CENTERLINE OF SR 1305, 1.0 F00T WEST-NORTHWEST OF POWER POLE H25 WITH
 FX2799'REFERENCE TAG AND 15.0 FEET SOUTHEAST OF PROJECTION OF THE SOUTHEAST
 FX2799'SIDE OF THE NORTHWEST TOBACCO BARN.
 FX2799
 FX2799                          STATION RECOVERY (1980)
 FX2799
 FX2799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2799'0.6 MI EAST FROM ASKEWVILLE.
 FX2799'0.3 MILE NORTHEAST ALONG SR 1305 FROM THE INTERSECTION WITH SR 1304
 FX2799'JUST SOUTHEAST OF ASKEWVILLE, UNDER POWER LINE INA CULTIVATED FIELD,
 FX2799'192 FEET SOUTH-SOUTHWEST OF CENTERLINE OF SR 1305 EAST-WEST, 174.7
 FX2799'FEET NORTHWEST OF CENTER OF SR 1305 NORTH-SOUTH, 1.0 FEET WEST OF
 FX2799'POWER POLE H 35 WITH REFERENCE TAG AND 15.0 FEET SOUTHEAST OF
 FX2799'PROJECTION OF SOUTHEAST SIDE OF NORTHWESTERNMOST TOBACCO BARN.
 FX2799'THE MARK IS 1 FT  NE FROM A WITNESS POST.
 FX2799'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2801 ***********************************************************************
 FX2801  DESIGNATION -  ASKEW RM 4
 FX2801  PID         -  FX2801
 FX2801  STATE/COUNTY-  NC/BERTIE
 FX2801  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2801
 FX2801                         *CURRENT SURVEY CONTROL
 FX2801  ___________________________________________________________________
 FX2801* NAD 83(1986)-  36 06 16.     (N)    076 55 29.     (W)     SCALED    
 FX2801* NAVD 88     -        17.875  (meters)      58.64   (feet)  ADJUSTED  
 FX2801  ___________________________________________________________________
 FX2801  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 FX2801  DYNAMIC HT  -          17.860 (meters)      58.60  (feet)  COMP
 FX2801  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 FX2801
 FX2801  VERT ORDER  -  SECOND    CLASS II
 FX2801
 FX2801.The horizontal coordinates were scaled from a topographic map and have
 FX2801.an estimated accuracy of +/- 6 seconds.
 FX2801
 FX2801.The orthometric height was determined by differential leveling
 FX2801.and adjusted in June 1991.
 FX2801
 FX2801.The geoid height was determined by GEOID03.
 FX2801
 FX2801.The dynamic height is computed by dividing the NAVD 88
 FX2801.geopotential number by the normal gravity value computed on the
 FX2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2801.degrees latitude (g = 980.6199 gals.).
 FX2801
 FX2801.The modeled gravity was interpolated from observed gravity values.
 FX2801
 FX2801;                    North         East    Units  Estimated Accuracy
 FX2801;SPC NC       -   263,140.      796,450.      MT  (+/- 180 meters Scaled)
 FX2801
 FX2801                          SUPERSEDED SURVEY CONTROL
 FX2801
 FX2801.No superseded survey control is available for this station.
 FX2801
 FX2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE267972(NAD 83)
 FX2801_MARKER: DR = REFERENCE MARK DISK
 FX2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2801_SP_SET: CONCRETE POST
 FX2801_STAMPING: ASKEW NO 4 1931
 FX2801_MARK LOGO: CGS   
 FX2801_PROJECTION: PROJECTING 15 CENTIMETERS
 FX2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2801+STABILITY: SURFACE MOTION
 FX2801
 FX2801  HISTORY     - Date     Condition        Report By
 FX2801  HISTORY     - 1959     MONUMENTED       CGS
 FX2801  HISTORY     - 1980     GOOD             NCGS
 FX2801
 FX2801                          STATION DESCRIPTION
 FX2801
 FX2801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2801'0.9 MI SE FROM ASKEWVILLE.
 FX2801'1.2 MILE SOUTHEAST ALONG SR 1304 FROM THE INTERSECTION WITH SR 1349
 FX2801'IN ASKEWVILLE IN NORTHEAST CORNER OF DUNLOW FAMILY CEMETERY, 66 FEET
 FX2801'NORTH OF CENTERLINE OF SR 1304 AND APPROXIMATELY 200 FEET EAST OF
 FX2801'SR 1306.
 FX2801'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3895 ***********************************************************************
 FX3895  DESIGNATION -  ASKEW RM A
 FX3895  PID         -  FX3895
 FX3895  STATE/COUNTY-  NC/BERTIE
 FX3895  USGS QUAD   -  WINDSOR NORTH (1981)
 FX3895
 FX3895                         *CURRENT SURVEY CONTROL
 FX3895  ___________________________________________________________________
 FX3895* NAD 83(2001)-  36 06 19.40147(N)    076 55 31.38559(W)     ADJUSTED  
 FX3895* NAVD 88     -        18.03   (+/-2cm)      59.2    (feet)  VERTCON   
 FX3895  ___________________________________________________________________
 FX3895  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 FX3895  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 FX3895  HORZ ORDER  -  FIRST
 FX3895  VERT ORDER  -  THIRD ? (See Below)
 FX3895
 FX3895.The horizontal coordinates were established by classical geodetic methods
 FX3895.and adjusted by the National Geodetic Survey in August 2005.
 FX3895
 FX3895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3895.The vertical order pertains to the NGVD 29 superseded value.
 FX3895
 FX3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3895
 FX3895.The geoid height was determined by GEOID03.
 FX3895
 FX3895;                    North         East     Units Scale Factor Converg.
 FX3895;SPC NC       -   263,246.254   796,390.286   MT  0.99998347   +1 11 50.7
 FX3895;SPC NC       -   863,667.08  2,612,823.80   sFT  0.99998347   +1 11 50.7
 FX3895;UTM  18      - 3,997,354.088   326,690.764   MT  0.99997010   -1 08 05.5
 FX3895
 FX3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3895!SPC NC       -   1.00000279  x   0.99998347  =   0.99998626
 FX3895!UTM  18      -   1.00000279  x   0.99997010  =   0.99997289
 FX3895
 FX3895|---------------------------------------------------------------------|
 FX3895| PID    Reference Object                     Distance      Geod. Az  |
 FX3895|                                                           dddmmss.s |
 FX3895| FX2800 ASKEW                                26.351 METERS 09823     |
 FX3895| FX3891 WINDSOR LEA LUMBER CO TANK          APPROX. 7.9 KM 2010520.2 |
 FX3895| FX2776 POWELL                              APPROX.13.0 KM 3550230.5 |
 FX3895|---------------------------------------------------------------------|
 FX3895
 FX3895                          SUPERSEDED SURVEY CONTROL
 FX3895
 FX3895  NAD 83(1993)-  36 06 19.40758(N)    076 55 31.39188(W) AD(       ) 1
 FX3895  NAD 83(1986)-  36 06 19.41114(N)    076 55 31.39774(W) AD(       ) 1
 FX3895  NAD 27      -  36 06 18.84160(N)    076 55 32.56917(W) AD(       ) 1
 FX3895  NGVD 29 (07/19/86)   18.36   (m)           60.2    (f) LEVELING    3  
 FX3895
 FX3895.Superseded values are not recommended for survey control.
 FX3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3895.See file dsdata.txt to determine how the superseded data were derived.
 FX3895
 FX3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2669197354(NAD 83)
 FX3895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX3895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3895+STABILITY: SURFACE MOTION
 FX3895
 FX3895  HISTORY     - Date     Condition        Report By
 FX3895  HISTORY     - 1965     MONUMENTED       CGS
 FX3895  HISTORY     - 1980     GOOD             NCGS
 FX3895
 FX3895                          STATION DESCRIPTION
 FX3895
 FX3895'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 FX3895'THE STATION IS ABOUT 5 MILES NORTH OF WINDSOR AND 1 MILE
 FX3895'SOUTHEAST OF ASKEWVILLE, IN A FIELD UNDER CULTIVATION OWNED BY
 FX3895'MRS. MAGGIE HOGGARD.
 FX3895'
 FX3895'THE STATION MARK IS A STANDARD DISK STAMPED ASKEW RM A 1965, SET
 FX3895'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST THAT IS 15
 FX3895'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 114 FEET WEST OF
 FX3895'THE CENTER OF A DIRT ROAD, 109.5 FEET NORTHEAST OF THE NORTHEAST
 FX3895'CORNER OF AN OLD HOUSE AND 66 FEET NORTHWEST OF THE NORTHWEST
 FX3895'CORNER OF A BARN.
 FX3895'
 FX3895'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FX3895'ASKEW 1931, DISTANCE BEING 26.3507 METERS OR 86.452 FEET
 FX3895'EAST-SOUTHEAST.
 FX3895'
 FX3895'TO REACH STATION ASKEW FROM THE SCHOOL HOUSE IN ASKEWVILLE, GO
 FX3895'SOUTHERLY ON PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT.
 FX3895'TURN LEFT AND GO NORTHERLY ON GRADED ROAD FOR 0.05 MILE TO THE
 FX3895'STATION ON THE LEFT.
 FX3895
 FX3895                          STATION RECOVERY (1980)
 FX3895
 FX3895'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX3895'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0653 ***********************************************************************
 EY0653  DESIGNATION -  ASKIN
 EY0653  PID         -  EY0653
 EY0653  STATE/COUNTY-  NC/CRAVEN
 EY0653  USGS QUAD   -  ASKIN (1983)
 EY0653
 EY0653                         *CURRENT SURVEY CONTROL
 EY0653  ___________________________________________________________________
 EY0653* NAD 83(2001)-  35 11 47.09484(N)    077 03 16.55607(W)     ADJUSTED  
 EY0653* NAVD 88     -         7.275  (meters)      23.87   (feet)  ADJUSTED  
 EY0653  ___________________________________________________________________
 EY0653  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY0653  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY0653  DYNAMIC HT  -           7.269 (meters)      23.85  (feet)  COMP
 EY0653  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 EY0653
 EY0653  HORZ ORDER  -  SECOND
 EY0653  VERT ORDER  -  FIRST     CLASS II
 EY0653
 EY0653.The horizontal coordinates were established by classical geodetic methods
 EY0653.and adjusted by the National Geodetic Survey in August 2005.
 EY0653
 EY0653.The orthometric height was determined by differential leveling
 EY0653.and adjusted in June 1991.
 EY0653
 EY0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0653
 EY0653.The geoid height was determined by GEOID03.
 EY0653
 EY0653.The dynamic height is computed by dividing the NAVD 88
 EY0653.geopotential number by the normal gravity value computed on the
 EY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0653.degrees latitude (g = 980.6199 gals.).
 EY0653
 EY0653.The modeled gravity was interpolated from observed gravity values.
 EY0653
 EY0653;                    North         East     Units Scale Factor Converg.
 EY0653;SPC NC       -   162,186.417   786,734.083   MT  0.99987306   +1 07 22.2
 EY0653;SPC NC       -   532,106.60  2,581,143.40   sFT  0.99987306   +1 07 22.2
 EY0653;UTM  18      - 3,896,758.654   312,949.996   MT  1.00003121   -1 11 04.5
 EY0653
 EY0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0653!SPC NC       -   1.00000468  x   0.99987306  =   0.99987773
 EY0653!UTM  18      -   1.00000468  x   1.00003121  =   1.00003589
 EY0653
 EY0653:                Primary Azimuth Mark                     Grid Az
 EY0653:SPC NC       -  NEW BERN CHRIST EPIS CH SPIRE            170 49 46.9
 EY0653:UTM  18      -  NEW BERN CHRIST EPIS CH SPIRE            173 08 13.6
 EY0653
 EY0653|---------------------------------------------------------------------|
 EY0653| PID    Reference Object                     Distance      Geod. Az  |
 EY0653|                                                           dddmmss.s |
 EY0653| EY2349 NEW BERN CHRIST EPIS CH SPIRE       APPROX.10.0 KM 1715709.1 |
 EY0653| EY2350 NEW BERN COTTON OIL CO TANK         APPROX. 8.8 KM 1730122.2 |
 EY0653| EY2351 NEW BERN MUN INCIN WEA VANE         APPROX. 8.3 KM 1745746.7 |
 EY0653| EY2352 NEW BERN STANDPIPE                  APPROX.10.1 KM 1801741.8 |
 EY0653| EY0654 ASKIN RM 1 AZIMUTH                   41.729 METERS 20839     |
 EY0653| EY1521 ASKIN 2                              67.562 METERS 29042     |
 EY0653| EY0652 ASKIN RM 3                           55.006 METERS 30359     |
 EY0653| EY1520 ASKIN 2 RM 4                        100.044 METERS 30514     |
 EY0653| EY2290 VANCE RESET                         APPROX.16.8 KM 3392706.7 |
 EY0653|---------------------------------------------------------------------|
 EY0653
 EY0653                          SUPERSEDED SURVEY CONTROL
 EY0653
 EY0653  NAD 83(1986)-  35 11 47.10557(N)    077 03 16.56507(W) AD(       ) 2
 EY0653  NAD 83(1986)-  35 11 47.10417(N)    077 03 16.56625(W) AD(       ) 1
 EY0653  NAD 27      -  35 11 46.53200(N)    077 03 17.74700(W) AD(       ) 1
 EY0653  NGVD 29 (??/??/92)    7.598  (m)           24.93   (f) ADJ UNCH    1 2
 EY0653
 EY0653.Superseded values are not recommended for survey control.
 EY0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0653.See file dsdata.txt to determine how the superseded data were derived.
 EY0653
 EY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1295096759(NAD 83)
 EY0653_MARKER: DS = TRIANGULATION STATION DISK
 EY0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0653_STAMPING: ASKIN 1931 EL 24.990
 EY0653_MARK LOGO: CGS   
 EY0653_PROJECTION: PROJECTING 5 CENTIMETERS
 EY0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0653+STABILITY: SURFACE MOTION
 EY0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0653+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY0653
 EY0653  HISTORY     - Date     Condition        Report By
 EY0653  HISTORY     - 1931     MONUMENTED       CGS
 EY0653  HISTORY     - 1935     GOOD             NGS
 EY0653  HISTORY     - 1947     GOOD             CGS
 EY0653  HISTORY     - 1965     GOOD             CGS
 EY0653  HISTORY     - 1967     GOOD             USE
 EY0653  HISTORY     - 1975     GOOD             NCGS
 EY0653  HISTORY     - 1979     GOOD             NCGS
 EY0653  HISTORY     - 1981     GOOD             NCGS
 EY0653  HISTORY     - 1982     GOOD             LOCENG
 EY0653  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 EY0653  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EY0653  HISTORY     - 19870101 GOOD             NCGS
 EY0653  HISTORY     - 19870420 MARK NOT FOUND   USPSQD
 EY0653  HISTORY     - 19930927 GOOD             NCGS
 EY0653  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY0653  HISTORY     - 20010529 GOOD             NCGS
 EY0653
 EY0653                          STATION DESCRIPTION
 EY0653
 EY0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 EY0653'ABOUT 7 MILES EAST OF NEW BERN, 1.7 MILES SOUTH OF CROSSROADS AT
 EY0653'VILLAGE AT ASKIN, ON RIGHT-OF-WAY OF OLD HIGHWAY, OPPOSITE TOLERS
 EY0653'AND ADAMS FILLING STATION, IN OPEN AREA, 23.8 METERS (78 FEET) EAST
 EY0653'OF CENTER LINE OF INTERSECTION OF ROUTE 17 AND NORTH BRANCH OF
 EY0653'OLD BRICK PAVEMENT, 12.5 METERS (41 FEET) NORTHEAST OF CENTER LINE
 EY0653'OF BRICK PAVEMENT, AND 18.41 METERS (60.4 FEET) WEST OF CENTER
 EY0653'LINE OF NORFOLK SOUTHERN RAILROAD. SURFACE AND UNDERGROUND MARKS ARE
 EY0653'STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS ARE
 EY0653'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 10
 EY0653'METERS (33 FEET) WEST OF CENTER LINE OF ROUTE 17, ON EDGE OF
 EY0653'RIGHT-OF-WAY, AND 0.35 MILE FROM STATION S 17 DEG 32 MIN
 EY0653'E.  NO. 2 IS ABOUT 40 METERS (131 FEET) NORTH OF CROSSROAD
 EY0653'SIGN ON WEST SIDE OF ROUTE 17, 11.1 METERS (36 FEET) WEST OF
 EY0653'CENTER LINE OF ROUTE 17, 40.5 METERS (133 FEET) SOUTH-SOUTHWEST
 EY0653'OF INTERSECTION OF CENTER LINE OF ROUTE 17 AND OLD HIGHWAY, AND
 EY0653'41.79 METERS (137.1 FEET) FROM STATION S 28 DEG 41 MIN W.
 EY0653'NO. 3 IS IN FORK OF ROUTE 17 AND OLD HIGHWAY, 11.4 METERS (37 FEET)
 EY0653'WEST OF CENTER LINE OF ROUTE 17, 7.7 METERS (25 FEET)
 EY0653'NORTHEAST OF CENTER LINE OF OLD BRICK-PAVED HIGHWAY, AND 54.98 METERS
 EY0653'(180.4 FEET) FROM STATION N 55 DEG 58 MIN W.
 EY0653
 EY0653                          STATION RECOVERY (1935)
 EY0653
 EY0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EY0653'5 MI N FROM BRIDGETON.
 EY0653'5.0 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILROAD FROM BRIDGETON,
 EY0653'CRAVEN COUNTY, 1.6 MILES SOUTH OF THE STATION AT ASKIN, 60 FEET
 EY0653'EAST OF THE CENTER OF THE INTERSECTION OF A BRICK ROAD WITH
 EY0653'U.S. HIGHWAY 17, 56 FEET WEST OF THE WEST RAIL, 41 FEET NORTHEAST
 EY0653'OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EY0653'PROJECTING 6 INCHES ABOVE GROUND.
 EY0653
 EY0653                          STATION RECOVERY (1947)
 EY0653
 EY0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY0653'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EY0653'HOWEVER, NONE OF THE REFERENCE MARKS ARE STAMPED R.M. NO. 2. THE
 EY0653'ORIGINAL DESCRIPTION IS INADEQUATE AND A NEW DESCRIPTION IS AS
 EY0653'FOLLOWS--
 EY0653'
 EY0653'STATION IS APPROXIMATELY 6 MILES N OF NEW BERN, ON U.S. HIGHWAY 17,
 EY0653'ABOUT MIDWAY BETWEEN THE HIGHWAY AND THE NORFOLK SOUTHERN RAILROAD
 EY0653'TRACK.  IT IS 79.1 FEET E OF INTERSECTION OF CENTER LINE OF U.S.
 EY0653'HIGHWAY 17 AND OLD BRICK ROAD, 35.2 FEET NE OF CENTER LINE OF DIRT
 EY0653'ROAD, AND 59.0 FEET W OF CENTER LINE OF NORFOLK SOUTHERN RAILROAD
 EY0653'TRACK.  STATION MARK IS STAMPED---ASKIN 1931---.
 EY0653'
 EY0653'TO REACH FROM POST OFFICE IN BRIDGETON, PROCEED N 5.9 MILES ON U.S.
 EY0653'HIGHWAY 17 TO FORK ON LEFT (OLD BRICK ROAD) AND STATION SITE.
 EY0653'
 EY0653'REFERENCE MARK 1 IS 36 FEET W OF CENTER LINE OF U.S. HIGHWAY 17, 133
 EY0653'FEET SSW OF THE INTERSECTION OF CENTER LINE OF U.S. HIGHWAY 17 AND
 EY0653'OLD BRICK ROAD, AND 137.1 FEET FROM STATION.
 EY0653'DISK IS STAMPED---ASKIN NO 1 1931---.
 EY0653'
 EY0653'REFERENCE MARK 3 IS IN THE FORK OF THE W SIDE OF U.S. HIGHWAY 17 AND
 EY0653'OLD BRICK ROAD, 35.8 FEET W OF CENTER LINE OF HIGHWAY 17, 25 FEET NE
 EY0653'OF CENTER LINE OF OLD BRICK ROAD, AND 180.4 FEET FROM STATION.
 EY0653'IT IS STAMPED---ASKIN NO 3 1931---.
 EY0653'
 EY0653'
 EY0653'AZIMUTH MARK IS 0.35 MILE FROM STATION
 EY0653'AND 33 FEET W OF CENTER LINE OF U.S. HIGHWAY 17.
 EY0653'IT IS STAMPED---ASKIN NO 1 1931---.
 EY0653
 EY0653                          STATION RECOVERY (1965)
 EY0653
 EY0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 EY0653'THE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND
 EY0653'IN GOOD CONDITION.  THE AZIMUTH MARK (ASKIN NO 1 1931) WAS NOT
 EY0653'RECOVERED AND WAS ASSUMED DESTROYED BY IMPROVEMENT TO U.S. HIGHWAY
 EY0653'17.
 EY0653'
 EY0653'DUE TO POWERLINES OVERHEAD, IT WAS NOT SUITABLE TO CONSTRUCT A TOWER
 EY0653'OVER THE STATION.  AKSIN 2 WAS ESTABLISHED AND WILL BE USED AS THE
 EY0653'STATION.  A GEODIMETER MEASUREMENT WAS MADE TO ASKIN 2, THE
 EY0653'DISTANCE BEING 67.578 METERS AND 221.71 FEET.  FOR COMPLETE
 EY0653'DESCRIPTION SEE ASKIN 2.
 EY0653
 EY0653                          STATION RECOVERY (1967)
 EY0653
 EY0653'RECOVERY NOTE BY US ENGINEERS 1967
 EY0653'STATION IS IN THE CENTER OF A STANDARD USC AND GS DISK STAMPED ASKIN
 EY0653'EL. 24.990 1941 SET IN CONCRETE PROJECTING 6 IN. ABOVE THE GROUND.
 EY0653'
 EY0653'STATION IS APPROXIMATELY 6 MILES N OF NEW BERN ON U.S. HIGHWAY 17,
 EY0653'ABOUT MIDWAY BETWEEN THE HIGHWAY AND THE NORFOLK SOUTHERN RAILROAD
 EY0653'TRACKS.  IT IS 60 FT. E OF INTERSECTION OF CENTERLINE OF U.S.
 EY0653'HIGHWAY 17 AND OLD BRICK ROAD, AND 59 FT. W OF CENTERLINE OF NORFOLK
 EY0653'SOUTHERN RAILROAD TRACKS.
 EY0653'
 EY0653'TO REACH FROM POST OFFICE IN BRIDGETON PROCEED N 5.9 MILES ON U.S.
 EY0653'HIGHWAY 17 TO FORK ON LEFT (OLD BRICK ROAD) AND STATION SITE.
 EY0653'
 EY0653'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED ASKIN EL. 23.802 FT. 1
 EY0653'1931.  IT IS 36 FT. W OF CENTERLINE OF U.S. HIGHWAY 17, AND 133 FT.
 EY0653'S-SW OF THE INTERSECTION OF THE CENTERLINE OF U.S. HIGHWAY 17 AND
 EY0653'OLD BRICK ROAD.  IT IS 137.1 FT. FROM THE STATION ON A M.AZ. OF 220
 EY0653'DEG.
 EY0653'
 EY0653'R.M. 3 WAS NOT RECOVERED.  BELIEVED BURIED.
 EY0653
 EY0653                          STATION RECOVERY (1975)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY0653'RECOVERED IN GOOD CONDITION.
 EY0653
 EY0653                          STATION RECOVERY (1979)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0653'5.0 MILES NORTH ALONG U.S. 17 FROM THE NORFOLK SOUTHERN RAILWAY
 EY0653'CROSSING IN BRIDGETON, 1.7 MILES SOUTH OF THE ASKIN CROSSING
 EY0653'(SR 1003), AND ON THE EAST SIDE Y INTERSECTION OF U.S. 17 AND
 EY0653'SR 1434, 66.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 136.0 FEET
 EY0653'SOUTHWEST OF THE NORTHERNMOST POLE OF A TWIN POLE POWER LINE AND
 EY0653'62.0 FEET WEST OF WEST RAIL OF RAILROAD.
 EY0653'THE MARK IS 3.0 FT  SW FROM A WITNESS POST.
 EY0653'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY0653
 EY0653                          STATION RECOVERY (1981)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY0653'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY0653
 EY0653                          STATION RECOVERY (1982)
 EY0653
 EY0653'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RRP)
 EY0653'ASKIN 1931 24.990 FEET RECOVERED GOOD.
 EY0653'
 EY0653'ASKIN NO. 1 1931 23.802 FEET RECOVERED GOOD.
 EY0653'
 EY0653'ASKIN 2 1965 RECOVERED GOOD.
 EY0653'
 EY0653'ASKIN NO. 3 1931 24.501 RECOVERED GOOD.
 EY0653
 EY0653                          STATION RECOVERY (1982)
 EY0653
 EY0653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 EY0653'MARK NOT FOUND.
 EY0653
 EY0653                          STATION RECOVERY (1986)
 EY0653
 EY0653'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY0653'MARK NOT FOUND.
 EY0653
 EY0653                          STATION RECOVERY (1987)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EY0653'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. MARK IS LOCATED
 EY0653'4.7 M (15.4 FT) SOUTHWEST OF A 7-INCH RED OAK AND 22.1 M (72.5 FT)
 EY0653'NORTH OF A 12-INCH PINE--BOTH WITH REFERENCE TAGS.
 EY0653
 EY0653                          STATION RECOVERY (1987)
 EY0653
 EY0653'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY0653'MARK NOT FOUND.
 EY0653
 EY0653                          STATION RECOVERY (1993)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY0653'RECOVERED AS DESCRIBED. MARK IS LOCATED 2.5 FT (0.8 M) SOUTHWEST OF A
 EY0653'WITNESS POST.
 EY0653
 EY0653                          STATION RECOVERY (1996)
 EY0653
 EY0653'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY0653'MARK NOT FOUND.
 EY0653
 EY0653                          STATION RECOVERY (2001)
 EY0653
 EY0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY0653'RECOVERED AS DESCRIBED.
 EY0653'RM 1 WAS FOUND IN GOOD CONDITION.
 EY0653'RM 3, 4 WERE FOUND DESTROYED.
 EY0653'AZ MK NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1521 ***********************************************************************
 EY1521  DESIGNATION -  ASKIN 2
 EY1521  PID         -  EY1521
 EY1521  STATE/COUNTY-  NC/CRAVEN
 EY1521  USGS QUAD   -  ASKIN (1983)
 EY1521
 EY1521                         *CURRENT SURVEY CONTROL
 EY1521  ___________________________________________________________________
 EY1521* NAD 83(2007)-  35 11 47.87046(N)    077 03 19.05513(W)     ADJUSTED  
 EY1521* NAVD 88     -         6.619  (meters)      21.72   (feet)  ADJUSTED  
 EY1521  ___________________________________________________________________
 EY1521  EPOCH DATE  -        2002.00
 EY1521  X           -   1,168,855.922 (meters)                     COMP
 EY1521  Y           -  -5,085,255.988 (meters)                     COMP
 EY1521  Z           -   3,655,697.441 (meters)                     COMP
 EY1521  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY1521  ELLIP HEIGHT-         -30.360 (meters)          (02/10/07) ADJUSTED
 EY1521  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY1521  DYNAMIC HT  -           6.613 (meters)      21.70  (feet)  COMP
 EY1521
 EY1521  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY1521  Type    PID    Designation                      North   East  Ellip
 EY1521  -------------------------------------------------------------------
 EY1521  NETWORK EY1521 ASKIN 2                          16.13  13.13  45.16
 EY1521  -------------------------------------------------------------------
 EY1521  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 EY1521
 EY1521  VERT ORDER  -  FIRST     CLASS II
 EY1521
 EY1521.The horizontal coordinates were established by GPS observations
 EY1521.and adjusted by the National Geodetic Survey in February 2007.
 EY1521
 EY1521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY1521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY1521.The horizontal coordinates are valid at the epoch date displayed above.
 EY1521.The epoch date for horizontal control is a decimal equivalence
 EY1521.of Year/Month/Day.
 EY1521
 EY1521.The orthometric height was determined by differential leveling
 EY1521.and adjusted in June 1991.
 EY1521
 EY1521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1521
 EY1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1521
 EY1521.The ellipsoidal height was determined by GPS observations
 EY1521.and is referenced to NAD 83.
 EY1521
 EY1521.The geoid height was determined by GEOID03.
 EY1521
 EY1521.The dynamic height is computed by dividing the NAVD 88
 EY1521.geopotential number by the normal gravity value computed on the
 EY1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1521.degrees latitude (g = 980.6199 gals.).
 EY1521
 EY1521.The modeled gravity was interpolated from observed gravity values.
 EY1521
 EY1521;                    North         East     Units Scale Factor Converg.
 EY1521;SPC NC       -   162,209.073   786,670.416   MT  0.99987305   +1 07 20.7
 EY1521;SPC NC       -   532,180.93  2,580,934.52   sFT  0.99987305   +1 07 20.7
 EY1521;UTM  18      - 3,896,783.859   312,887.283   MT  1.00003150   -1 11 05.9
 EY1521
 EY1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1521!SPC NC       -   1.00000477  x   0.99987305  =   0.99987781
 EY1521!UTM  18      -   1.00000477  x   1.00003150  =   1.00003627
 EY1521
 EY1521|---------------------------------------------------------------------|
 EY1521| PID    Reference Object                     Distance      Geod. Az  |
 EY1521|                                                           dddmmss.s |
 EY1521| EY0652 ASKIN RM 3                           18.880 METERS 06841     |
 EY1521| EY0653 ASKIN                                67.562 METERS 11042     |
 EY1521| EY0655 S 110                               192.144 METERS 14054     |
 EY1521| EY0654 ASKIN RM 1 AZIMUTH                   74.335 METERS 14428     |
 EY1521| EY2302 ASKIN 2 AZ MK A PT                  474.716 METERS 1535432.6 |
 EY1521| EY1522 ASKIN 2 AZ MK                       481.988 METERS 1540532.4 |
 EY1521| EY2366 NEW BERN CAROLINA TEL TWR           APPROX. 9.9 KM 1724805.7 |
 EY1521| EY2371 NEW BERN MUN TANK                   APPROX. 9.7 KM 1752537.8 |
 EY1521| EY2300 NEW BERN WCTI TV MAST               APPROX. 6.9 KM 1855840.8 |
 EY1521| EY2301 NEW BERN W MUN TANK                 APPROX. 8.2 KM 2062836.9 |
 EY1521| EY1520 ASKIN 2 RM 4                         38.579 METERS 33120     |
 EY1521|---------------------------------------------------------------------|
 EY1521
 EY1521                          SUPERSEDED SURVEY CONTROL
 EY1521
 EY1521  NAD 83(2001)-  35 11 47.87108(N)    077 03 19.05379(W) AD(       ) 1
 EY1521  ELLIP H (03/13/03)  -30.378  (m)                       GP(       ) 4 2
 EY1521  NAD 83(1986)-  35 11 47.88030(N)    077 03 19.06349(W) AD(       ) 1
 EY1521  NAD 83(1986)-  35 11 47.88030(N)    077 03 19.06349(W) AD(       ) 1
 EY1521  NAD 27      -  35 11 47.30925(N)    077 03 20.25142(W) AD(       ) 1
 EY1521  NGVD 29 (04/21/98)    6.95   (m)           22.8    (f) LEVELING    3  
 EY1521
 EY1521.Superseded values are not recommended for survey control.
 EY1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1521.See file dsdata.txt to determine how the superseded data were derived.
 EY1521
 EY1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1288796784(NAD 83)
 EY1521_MARKER: DS = TRIANGULATION STATION DISK
 EY1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1521_SP_SET: CONCRETE MONUMENT
 EY1521_STAMPING: ASKIN 2 1965
 EY1521_MARK LOGO: CGS   
 EY1521_PROJECTION: RECESSED 3 CENTIMETERS
 EY1521_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1521+STABILITY: SURFACE MOTION
 EY1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1521+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY1521
 EY1521  HISTORY     - Date     Condition        Report By
 EY1521  HISTORY     - 1965     MONUMENTED       CGS
 EY1521  HISTORY     - 1976     GOOD             NGS
 EY1521  HISTORY     - 1979     GOOD             NCGS
 EY1521  HISTORY     - 1981     GOOD             NCGS
 EY1521  HISTORY     - 19870101 GOOD             NCGS
 EY1521  HISTORY     - 19870408 GOOD             USPSQD
 EY1521  HISTORY     - 19870420 GOOD             USPSQD
 EY1521  HISTORY     - 19880722 GOOD             NCGS
 EY1521  HISTORY     - 19910926 GOOD             NOS
 EY1521  HISTORY     - 19920915 GOOD             NOS
 EY1521  HISTORY     - 20010529 GOOD             NCGS
 EY1521
 EY1521                          STATION DESCRIPTION
 EY1521
 EY1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 EY1521'THE STATION IS ABOUT 9 MILES SOUTHEAST OF VANCEBORO, 6 MILES
 EY1521'NORTH OF NEW BERN, 1-3/4 MILES SOUTH-SOUTHEAST OF ASKINS, AND ON
 EY1521'THE SOUTHWEST RIGHT-OF-WAY OF COUNTY ROUTE 1434.
 EY1521'
 EY1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 EY1521'17 AT BROAD AND FRONT STREETS IN NEW BERN, GO NORTHEAST ON
 EY1521'U.S. HIGHWAY 17 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 EY1521'55.  CONTINUE NORTH ON U.S. HIGHWAY 17 FOR 5.5 MILES TO THE
 EY1521'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR
 EY1521'0.25 MILE TO COUNTY ROUTE 1434 AND THE STATION ON THE
 EY1521'LEFT.  TRIANGULATION STATION ASKIN 1931 IS ON THE RIGHT.
 EY1521'
 EY1521'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 EY1521'ASKIN 2 1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 12
 EY1521'INCHES IN DIAMETER AND 1 INCH BELOW THE SURFACE OF THE GROUND.  IT
 EY1521'IS 64 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 29 FEET SOUTHWEST
 EY1521'OF THE CENTER OF COUNTY ROUTE 1434, AND 0.6 FEET SOUTHEAST OF A
 EY1521'HIGHWAY RIGHT-OF-WAY MARKER, WHICH IS A 6-INCH SQUARE CONCRETE
 EY1521'MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.
 EY1521'
 EY1521'ASKIN 1931 IS A STANDARD TRIANGULATION STATION DISK STAMPED ASKIN
 EY1521'1931 EL 24.990 FT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EY1521'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 136 FEET
 EY1521'SOUTHWEST OF THE NORTH POLE (AWW 88) OF DOUBLE POLE POWERLINE,
 EY1521'66 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 17, AND 62 FEET
 EY1521'WEST OF THE WEST RAIL OF A RAILROAD TRACK.
 EY1521'
 EY1521'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED ASKIN
 EY1521'NO 1 1931 EL 23.802 FT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EY1521'MONUMENT PROJECTING 15 INCHES ABOVE THE GROUND.  IT IS 88 FEET
 EY1521'EAST OF THE SOUTH POLE (43) OF DOUBLE POLE POWERLINE, 71 FEET
 EY1521'SOUTH OF A SMALL POWERLINE POLE, AND 39 FEET WEST OF THE
 EY1521'CENTERLINE OF U.S. HIGHWAY 17.
 EY1521'
 EY1521'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED ASKIN
 EY1521'NO 3 1931 EL 24.501 FT, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EY1521'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 38.2 FEET
 EY1521'WEST OF THE CENTERLINE OF U.S. HIGHWAY 17 AND 24-1/2 FEET EAST
 EY1521'OF THE CENTER OF COUNTY ROUTE 1434.
 EY1521'
 EY1521'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED ASKIN
 EY1521'2 NO 4 1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 12
 EY1521'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 56.1 FEET
 EY1521'EAST OF A POWER POLE (2898), 20-1/2 FEET NORTHEAST OF THE CENTER
 EY1521'OF COUNTY ROUTE 1434, AND 5-1/2 FEET SOUTH OF THE CENTER OF A
 EY1521'DRAINAGE DITCH.
 EY1521'
 EY1521'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED ASKIN
 EY1521'2 1965, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST 12 INCHES
 EY1521'IN DIAMETER AND PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS
 EY1521'45.3 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 17 AND 2 FEET
 EY1521'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 EY1521'
 EY1521'A GEODIMETER MEASUREMENT WAS MADE TO TRIANGULATION STATION ASKIN
 EY1521'1931, THE DISTANCE BEING 67.578 METERS AND 221.71 FEET.
 EY1521
 EY1521                          STATION RECOVERY (1976)
 EY1521
 EY1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EY1521'THE STATION MARK, ASKIN 1931, REFERENCE MARKS 1, 3, AND 4 AND
 EY1521'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 EY1521'DIRECTION TO ASKIN 1931 WAS FOUND GREATER BY 1 MINUTE 33.5
 EY1521'SECONDS, TO REFERENCE MARK 1 WAS FOUND GREATER BY 1 MINUTE 47
 EY1521'SECONDS, TO REFERENCE MARK 3 WAS FOUND GREATER BY 2 MINUTES 28
 EY1521'SECONDS, TO REFERENCE MARK 4 WAS FOUND SMALLER BY 3 MINUTES 17
 EY1521'SECONDS AND TO THE AZIMUTH MARK WAS FOUND GREATER BY 14.2
 EY1521'SECONDS.  THE DISTANCE TO ASKIN 1931 WAS FOUND SHORTER BY
 EY1521'0.034 METER, TO REFERENCE MARK 1 CHECKED, TO REFERENCE MARK 3
 EY1521'WAS FOUND SHORTER BY 0.035 METER AND TO REFERENCE MARK 4
 EY1521'WAS FOUND SHORTER BY 0.016 METER.  A COMPLETE NEW DESCRIPTION
 EY1521'FOLLOWS.
 EY1521'
 EY1521'THE STATION IS ABOUT 9 MILES SOUTHEAST OF VANCEBORO, 6 MILES
 EY1521'NORTH OF NEW BERN, 1-3/4 MILES SOUTH-SOUTHEAST OF ASKIN AND ON
 EY1521'THE SOUTHWEST RIGHT-OF-WAY OF COUNTY ROAD 1434.
 EY1521'
 EY1521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 EY1521'17 AT BROAD AND FRONT STREETS IN NEW BERN, GO NORTHEAST ON
 EY1521'U.S. HIGHWAY 17 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 EY1521'55.  CONTINUE NORTH ON U.S. HIGHWAY 17 FOR 5.5 MILES TO THE
 EY1521'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 17 FOR
 EY1521'0.25 MILE TO COUNTY ROAD 1434 AND THE STATION ON THE LEFT AS
 EY1521'DESCRIBED.
 EY1521'
 EY1521'STATION MARK, STAMPED---ASKIN 2 1965---, IS A STANDARD DISK SET IN
 EY1521'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER
 EY1521'AND IS 1-INCH BELOW THE GROUND SURFACE.  IT IS 54 FEET
 EY1521'EAST-SOUTHEAST OF A METAL BOX FOR AN UNDERGROUND TELEPHONE CABLE,
 EY1521'29 FEET SOUTHWEST OF THE CENTER OF COUNTY ROAD 1434 AND 0.6 FOOT
 EY1521'SOUTHEAST OF A 6-INCH SQUARE CONCRETE HIGHWAY RIGHT-OF-WAY
 EY1521'MARKER.
 EY1521'
 EY1521'ASKIN 1931, STAMPED---ASKIN 1931 EL 24.990 FT---, IS A STANDARD
 EY1521'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EY1521'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 136
 EY1521'FEET SOUTHWEST OF THE NORTH POLE (AWW 88) OF A DOUBLE POLE
 EY1521'POWERLINE, 66 FEET EAST OF THE CENTER OF U.S. HIGHWAY 17, 62
 EY1521'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 3 FEET
 EY1521'SOUTHWEST OF A METAL WITNESS POST.
 EY1521'
 EY1521'REFERENCE MARK 1, STAMPED---ASKIN NO 1 1931 EL 23.802 FT---, IS A
 EY1521'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 EY1521'THAT PROJECTS 15 INCHES ABOVE THE GROUND SURFACE.  IT IS 88 FEET
 EY1521'EAST OF THE SOUTH POLE (43) OF THE DOUBLE POLE POWER LINE, 71 FEET
 EY1521'SOUTH OF A TELEPHONE POLE AND 38 FEET WEST OF THE CENTER OF
 EY1521'HIGHWAY 17.
 EY1521'
 EY1521'REFERENCE MARK 3, STAMPED---ASKIN NO 3 1931 EL 24.501 FT---, IS A
 EY1521'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 EY1521'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 38.2
 EY1521'FEET WEST OF THE CENTER OF HIGHWAY 17, 24.5 FEET NORTHEAST OF
 EY1521'THE CENTER OF COUNTY ROAD 1434 AND 4 FEET SOUTHWEST OF A METAL
 EY1521'WITNESS POST.
 EY1521'
 EY1521'REFERENCE MARK 4, STAMPED---ASKIN 2 NO 4 1965---, IS A STANDARD DISK
 EY1521'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 EY1521'DIAMETER AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 31 FEET
 EY1521'WEST-NORTHWEST OF A LARGE TWIN TRUNKED PINE TREE, 20.5 FEET
 EY1521'NORTHEAST OF COUNTY ROAD 1434 AND 3.5 FEET WEST OF A METAL
 EY1521'WITNESS POST.
 EY1521'
 EY1521'AZIMUTH MARK, STAMPED---ASKIN 2 1965---, IS A STANDARD DISK SET IN
 EY1521'THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND
 EY1521'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 45.3 FEET EAST
 EY1521'OF THE CENTER OF HIGHWAY 17, 15 FEET NORTH-NORTHWEST OF A 28-INCH
 EY1521'PINE TREE, 12.5 FEET SOUTH OF A 3-FOOT PINE TREE AND 2 FEET SOUTH
 EY1521'OF A METAL WITNESS POST.
 EY1521'
 EY1521'HEIGHT OF LIGHT ABOVE STATION MARK 125.8 FEET.
 EY1521'
 EY1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY1521'1-3/4 MILES SOUTH-SOUTHEAST OF ASKIN.
 EY1521
 EY1521                          STATION RECOVERY (1979)
 EY1521
 EY1521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1521'5.8 MI NNW FROM BRIDGETON.
 EY1521'5.0 MILES NORTH ALONG U.S. 17 FROM THE NORFOLK SOUTHERN RAILWAY
 EY1521'CROSSING T BRIDGETON, 1.7 MILES SOUTH OF ASKIN CROSSING (SR 1003),
 EY1521'ON SOUTHWEST SIDE OF SR 1434, AND APPROXIMATELY 150 FEET NORTHWEST
 EY1521'OF THE INTERSECTION, 101.9 FEET WEST OF CENTERLINE OF HIGHWAY,
 EY1521'28.4 FEET SOUTHWEST OF CENTERLINE OF ROAD, 62.0 FEET WEST-SOUTHWEST
 EY1521'OF RM NO 3 AND 126.6 FEET SOUTHEAST OF RM NO 4.
 EY1521'THE MARK IS 0.6 FT  S FROM A WITNESS POST.
 EY1521'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1521
 EY1521                          STATION RECOVERY (1981)
 EY1521
 EY1521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY1521'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 EY1521'EXCEPT FOR THE FOLLOWING CORRECTIONS.  THE MARK IS 100.8 FEET WEST
 EY1521'OF CENTERLINE OF HIGHWAY, 55.7 FEET SOUTHEAST OF A SMALL TELEPHONE
 EY1521'PEDESTAL, 123.7 FEET SOUTHWEST OF A LARGE TELEPHONE PEDESTAL AND 1
 EY1521'FOOT SOUTH-SOUTHWEST OF A WITNESS POST WITH SIGN.
 EY1521'
 EY1521'ASKIN 2 REFERENCE MARK 4 IS ALSO 19.5 FEET SOUTHEAST OF A 30 INCH OAK
 EY1521'WITH REFERENCE TAG.  ASKIN 2 AZIMUTH MARK IS ALSO 8.4 FEET WEST OF 6
 EY1521'INCH GUM AND 14.6 FEET NORTHWEST OF A 15 INCH POPLAR BOTH WITH
 EY1521'REFERENCE TAGS.
 EY1521
 EY1521                          STATION RECOVERY (1987)
 EY1521
 EY1521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EY1521'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING MEASURMENTS-- LOCATED
 EY1521'33.4 M (109.6 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN
 EY1521'LINK FENCE OF A SUBSTATION AND 37.8 M (124.0 FT) SOUTH-SOUTHWEST OF A
 EY1521'TELEPHONE PEDESTAL.
 EY1521
 EY1521                          STATION RECOVERY (1987)
 EY1521
 EY1521'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EY1521'RECOVERED IN GOOD CONDITION.
 EY1521
 EY1521                          STATION RECOVERY (1987)
 EY1521
 EY1521'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY1521'RECOVERED IN GOOD CONDITION.
 EY1521
 EY1521                          STATION RECOVERY (1988)
 EY1521
 EY1521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (ACD)
 EY1521'RECOVERED AS DESCRIBED.
 EY1521
 EY1521                          STATION RECOVERY (1991)
 EY1521
 EY1521'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 EY1521'THE STATION IS APPROXIMATELY 9 MILES SOUTHEAST OF VANCEBORO, 6 MILES
 EY1521'NORTH OF NEW BERN, AND 1.75 MILE SOUTH SOUTHEAST OF ASKINS ON THE
 EY1521'SOUTHWEST RIGHT OF WAY OF NC 1434.
 EY1521'TO REACH THE STATION FROM THE
 EY1521'INTERSECTION OF US HWYS 70 AND 17 IN NEW BERN, TRAVEL NORTHEAST ON US
 EY1521'HWY 17 FOR 5.25 MI (8.45 KM) TO ROUTE NC1434, AND STATION ON THE
 EY1521'LEFT.
 EY1521'THE STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED  ASKIN
 EY1521'2 1965  SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 EY1521'AND 2 INCHES BELOW THE SURFACE.  IT IS 19.51 M (64.01 FT) EAST
 EY1521'SOUTHEAST OF A TELEPHONE POLE, 8.84 M (29.00 FT) SOUTHWEST OF THE
 EY1521'CENTERLINE OF NC 1434, AND 0.15 M (0.49 FT) SOUTH OF A METAL WITNESS
 EY1521'POST.
 EY1521'DESCRIBED BY RPB
 EY1521
 EY1521                          STATION RECOVERY (1992)
 EY1521
 EY1521'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (RWD)
 EY1521'RECOVERED AS DESCRIBED.
 EY1521
 EY1521                          STATION RECOVERY (2001)
 EY1521
 EY1521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1521'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1522 ***********************************************************************
 EY1522  DESIGNATION -  ASKIN 2 AZ MK
 EY1522  PID         -  EY1522
 EY1522  STATE/COUNTY-  NC/CRAVEN
 EY1522  USGS QUAD   -  ASKIN (1983)
 EY1522
 EY1522                         *CURRENT SURVEY CONTROL
 EY1522  ___________________________________________________________________
 EY1522* NAD 83(2001)-  35 11 33.80259(N)    077 03 10.72921(W)     ADJUSTED  
 EY1522* NAVD 88     -         4.510  (meters)      14.80   (feet)  ADJUSTED  
 EY1522  ___________________________________________________________________
 EY1522  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EY1522  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 EY1522  DYNAMIC HT  -           4.506 (meters)      14.78  (feet)  COMP
 EY1522  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 EY1522
 EY1522  HORZ ORDER  -  SECOND
 EY1522  VERT ORDER  -  FIRST     CLASS II
 EY1522
 EY1522.The horizontal coordinates were established by classical geodetic methods
 EY1522.and adjusted by the National Geodetic Survey in August 2005.
 EY1522
 EY1522.The orthometric height was determined by differential leveling
 EY1522.and adjusted in June 1991.
 EY1522
 EY1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1522
 EY1522.The geoid height was determined by GEOID03.
 EY1522
 EY1522.The dynamic height is computed by dividing the NAVD 88
 EY1522.geopotential number by the normal gravity value computed on the
 EY1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1522.degrees latitude (g = 980.6199 gals.).
 EY1522
 EY1522.The modeled gravity was interpolated from observed gravity values.
 EY1522
 EY1522;                    North         East     Units Scale Factor Converg.
 EY1522;SPC NC       -   161,779.799   786,889.471   MT  0.99987312   +1 07 25.5
 EY1522;SPC NC       -   530,772.56  2,581,653.21   sFT  0.99987312   +1 07 25.5
 EY1522;UTM  18      - 3,896,346.044   313,088.910   MT  1.00003057   -1 11 00.7
 EY1522
 EY1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1522!SPC NC       -   1.00000511  x   0.99987312  =   0.99987823
 EY1522!UTM  18      -   1.00000511  x   1.00003057  =   1.00003568
 EY1522
 EY1522:                Primary Azimuth Mark                     Grid Az
 EY1522:SPC NC       -  ASKIN 2                                  332 58 11.7
 EY1522:UTM  18      -  ASKIN 2                                  335 16 37.9
 EY1522
 EY1522|---------------------------------------------------------------------|
 EY1522| PID    Reference Object                     Distance      Geod. Az  |
 EY1522|                                                           dddmmss.s |
 EY1522| EY1521 ASKIN 2                             481.988 METERS 3340537.2 |
 EY1522| EY2302 ASKIN 2 AZ MK A PT                    7.431 METERS 34553     |
 EY1522|---------------------------------------------------------------------|
 EY1522
 EY1522                          SUPERSEDED SURVEY CONTROL
 EY1522
 EY1522  NAD 83(1986)-  35 11 33.81213(N)    077 03 10.73914(W) AD(       ) 2
 EY1522  NAD 27      -  35 11 33.24149(N)    077 03 11.92660(W) AD(       ) 2
 EY1522  NGVD 29 (10/26/90)    4.83   (m)           15.8    (f) LEVELING    3  
 EY1522
 EY1522.Superseded values are not recommended for survey control.
 EY1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1522.See file dsdata.txt to determine how the superseded data were derived.
 EY1522
 EY1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1308996346(NAD 83)
 EY1522_MARKER: DZ = AZIMUTH MARK DISK
 EY1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1522_SP_SET: CONCRETE POST
 EY1522_STAMPING: ASKIN 2 1965
 EY1522_MARK LOGO: CGS   
 EY1522_PROJECTION: FLUSH
 EY1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1522+STABILITY: SURFACE MOTION
 EY1522
 EY1522  HISTORY     - Date     Condition        Report By
 EY1522  HISTORY     - 1976     MONUMENTED       NGS
 EY1522  HISTORY     - 1979     GOOD             NCGS
 EY1522  HISTORY     - 1981     GOOD             NCGS
 EY1522  HISTORY     - 1986     GOOD             USPSQD
 EY1522  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY1522
 EY1522                          STATION DESCRIPTION
 EY1522
 EY1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EY1522'THE STATION IS ABOUT 9 MILES SOUTHEAST OF VANCEBORO, 5-3/4 MILES
 EY1522'NORTH OF NEW BERN, 2 MILES SOUTH-SOUTHEAST OF ASKIN AND ON THE
 EY1522'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 17.
 EY1522'
 EY1522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 17
 EY1522'AT BROAD AND FRONT STREETS IN NEW BERN, GO NORTHEAST ON
 EY1522'U.S. HIGHWAY 17 FOR 1.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 EY1522'55.  CONTINUE NORTH ON U.S. HIGHWAY 17 FOR 5.5 MILES TO THE
 EY1522'STATION ON THE RIGHT AS DESCRIBED.
 EY1522'
 EY1522'STATION MARK, STAMPED ASKIN 2 1965, IS A STANDARD AZIMUTH MARK
 EY1522'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 EY1522'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EY1522'45.3 FEET EAST OF THE CENTER OF HIGHWAY 17, 15 FEET
 EY1522'NORTH-NORTHWEST OF A 28 INCH PINE TREE, 12.5 FEET SOUTH OF A
 EY1522'3-FOOT PINE TREE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 EY1522'
 EY1522'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 EY1522
 EY1522                          STATION RECOVERY (1979)
 EY1522
 EY1522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1522'5.5 MI NNW FROM BRIDGETON.
 EY1522'4.65 MILES NORTH ALONG U.S. 17 FROM THE NORFOLK SOUTHERN RAILWAY
 EY1522'CROSSING AT BRIDGETON, ON RIGHT AT A CROSSROADS SIGN, AND 0.2 MILE
 EY1522'SOUTH OF JUNCTION WITH SR 1619 AND ITS RAILROAD CROSSING, 44.5
 EY1522'FEET EAST OF CENTERLINE OF HIGHWAY, 24.0 FEET EAST OF A CROSSROADS
 EY1522'SIGN, 8.3 FEET WEST OF A 6 INCH GUM TREE WITH REFERENCE TAG AND
 EY1522'14.8 FEET NORTHWEST OF A 15 INCH POPLAR WITH REFERENCE TAG.
 EY1522'THE MARK IS 2.1 FT  S FROM A WITNESS POST.
 EY1522'THE MARK IS 2 FT BELOW HIGHWAY.
 EY1522
 EY1522                          STATION RECOVERY (1981)
 EY1522
 EY1522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY1522'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  MARK IS 8.4
 EY1522'FEET WEST OF 6 INCH GUM AND 14.6 FEET NORTHWEST OF 15 INCH POPLAR BOTH
 EY1522'WITH REFERENCE TAGS.
 EY1522
 EY1522                          STATION RECOVERY (1986)
 EY1522
 EY1522'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY1522'RECOVERED IN GOOD CONDITION.
 EY1522
 EY1522                          STATION RECOVERY (1996)
 EY1522
 EY1522'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1520 ***********************************************************************
 EY1520  DESIGNATION -  ASKIN 2 RM 4
 EY1520  PID         -  EY1520
 EY1520  STATE/COUNTY-  NC/CRAVEN
 EY1520  USGS QUAD   -  ASKIN (1983)
 EY1520
 EY1520                         *CURRENT SURVEY CONTROL
 EY1520  ___________________________________________________________________
 EY1520* NAD 83(2001)-  35 11 48.97010(N)    077 03 19.78401(W)     ADJUSTED  
 EY1520* NAVD 88     -         6.069  (meters)      19.91   (feet)  ADJUSTED  
 EY1520  ___________________________________________________________________
 EY1520  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY1520  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY1520  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 EY1520  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 EY1520
 EY1520  HORZ ORDER  -  THIRD
 EY1520  VERT ORDER  -  FIRST     CLASS II
 EY1520
 EY1520.The horizontal coordinates were established by classical geodetic methods
 EY1520.and adjusted by the National Geodetic Survey in August 2005.
 EY1520
 EY1520.The orthometric height was determined by differential leveling
 EY1520.and adjusted in June 1991.
 EY1520
 EY1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1520
 EY1520.The geoid height was determined by GEOID03.
 EY1520
 EY1520.The dynamic height is computed by dividing the NAVD 88
 EY1520.geopotential number by the normal gravity value computed on the
 EY1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1520.degrees latitude (g = 980.6199 gals.).
 EY1520
 EY1520.The modeled gravity was interpolated from observed gravity values.
 EY1520
 EY1520;                    North         East     Units Scale Factor Converg.
 EY1520;SPC NC       -   162,242.590   786,651.319   MT  0.99987305   +1 07 20.3
 EY1520;SPC NC       -   532,290.90  2,580,871.87   sFT  0.99987305   +1 07 20.3
 EY1520;UTM  18      - 3,896,818.123   312,869.549   MT  1.00003158   -1 11 06.4
 EY1520
 EY1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1520!SPC NC       -   1.00000486  x   0.99987305  =   0.99987791
 EY1520!UTM  18      -   1.00000486  x   1.00003158  =   1.00003644
 EY1520
 EY1520                          SUPERSEDED SURVEY CONTROL
 EY1520
 EY1520  NAD 83(1986)-  35 11 48.97868(N)    077 03 19.79511(W) AD(       ) 4
 EY1520  NGVD 29 (04/21/98)    6.40   (m)           21.0    (f) LEVELING    3  
 EY1520
 EY1520.Superseded values are not recommended for survey control.
 EY1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1520.See file dsdata.txt to determine how the superseded data were derived.
 EY1520
 EY1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1287096818(NAD 83)
 EY1520_MARKER: DR = REFERENCE MARK DISK
 EY1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1520_SP_SET: CONCRETE POST
 EY1520_STAMPING: ASKIN 2 NO 4 1965
 EY1520_MARK LOGO: CGS   
 EY1520_PROJECTION: RECESSED 10 CENTIMETERS
 EY1520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1520+STABILITY: SURFACE MOTION
 EY1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1520+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 EY1520
 EY1520  HISTORY     - Date     Condition        Report By
 EY1520  HISTORY     - 1965     MONUMENTED       CGS
 EY1520  HISTORY     - 1979     GOOD             NCGS
 EY1520  HISTORY     - 19930927 GOOD             NCGS
 EY1520
 EY1520                          STATION DESCRIPTION
 EY1520
 EY1520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1520'5.8 MI NNW FROM BRIDGETON.
 EY1520'5.0 MILES NORTH ALONG U.S. 17 FROM THE NORFOLK SOUTHERN RAILWAY
 EY1520'CROSSING IN BRIDGETON, 1.7 MILES SOUTH OF THE ASKIN CROSSING
 EY1520'(SR 1003), AND APPROXIMATELY 250 FEET NORTHWEST ALONG SR 1434 FROM
 EY1520'JUNCTION WITH U.S. 17, 20.8 FEET NORTHEAST OF CENTERLINE OF
 EY1520'SR 1434, 30.8 FEET WEST-NORTHWEST OF 36 INCH PINE, 147.9 FEET
 EY1520'NORTHWEST OF RM NO 3 AND 126.6 FEET NORTHWEST OF ASKIN 2.
 EY1520'THE MARK IS 3.4 FT  SW FROM A WITNESS POST.
 EY1520'THE MARK IS 1 FT BELOW ROAD.
 EY1520
 EY1520                          STATION RECOVERY (1993)
 EY1520
 EY1520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY1520'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0654 ***********************************************************************
 EY0654  DESIGNATION -  ASKIN RM 1 AZIMUTH
 EY0654  PID         -  EY0654
 EY0654  STATE/COUNTY-  NC/CRAVEN
 EY0654  USGS QUAD   -  ASKIN (1983)
 EY0654
 EY0654                         *CURRENT SURVEY CONTROL
 EY0654  ___________________________________________________________________
 EY0654* NAD 83(2001)-  35 11 45.90651(N)    077 03 17.34882(W)     ADJUSTED  
 EY0654* NAVD 88     -         6.906  (meters)      22.66   (feet)  ADJUSTED  
 EY0654  ___________________________________________________________________
 EY0654  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY0654  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY0654  DYNAMIC HT  -           6.900 (meters)      22.64  (feet)  COMP
 EY0654  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 EY0654
 EY0654  HORZ ORDER  -  THIRD
 EY0654  VERT ORDER  -  FIRST     CLASS I
 EY0654
 EY0654.The horizontal coordinates were established by classical geodetic methods
 EY0654.and adjusted by the National Geodetic Survey in August 2005.
 EY0654
 EY0654.The orthometric height was determined by differential leveling
 EY0654.and adjusted in June 1991.
 EY0654
 EY0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0654
 EY0654.The geoid height was determined by GEOID03.
 EY0654
 EY0654.The dynamic height is computed by dividing the NAVD 88
 EY0654.geopotential number by the normal gravity value computed on the
 EY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0654.degrees latitude (g = 980.6199 gals.).
 EY0654
 EY0654.The modeled gravity was interpolated from observed gravity values.
 EY0654
 EY0654;                    North         East     Units Scale Factor Converg.
 EY0654;SPC NC       -   162,149.414   786,714.752   MT  0.99987306   +1 07 21.7
 EY0654;SPC NC       -   531,985.20  2,581,079.98   sFT  0.99987306   +1 07 21.7
 EY0654;UTM  18      - 3,896,722.453   312,929.188   MT  1.00003130   -1 11 04.9
 EY0654
 EY0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0654!SPC NC       -   1.00000473  x   0.99987306  =   0.99987779
 EY0654!UTM  18      -   1.00000473  x   1.00003130  =   1.00003603
 EY0654
 EY0654                          SUPERSEDED SURVEY CONTROL
 EY0654
 EY0654  NAD 83(1986)-  35 11 45.91729(N)    077 03 17.35592(W) AD(       ) 4
 EY0654  NGVD 29 (??/??/92)    7.237  (m)           23.74   (f) ADJ UNCH    1 1
 EY0654
 EY0654.Superseded values are not recommended for survey control.
 EY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0654.See file dsdata.txt to determine how the superseded data were derived.
 EY0654
 EY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1292996722(NAD 83)
 EY0654_MARKER: DR = REFERENCE MARK DISK
 EY0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0654_STAMPING: ASKIN NO 1 1931 EL 23.802
 EY0654_MARK LOGO: CGS   
 EY0654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0654+STABILITY: SURFACE MOTION
 EY0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0654+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY0654
 EY0654  HISTORY     - Date     Condition        Report By
 EY0654  HISTORY     - 1931     MONUMENTED       CGS
 EY0654  HISTORY     - 1963     GOOD             NGS
 EY0654  HISTORY     - 1975     GOOD             NCGS
 EY0654  HISTORY     - 1976     GOOD             USGS
 EY0654  HISTORY     - 19930927 GOOD             NCGS
 EY0654  HISTORY     - 20010529 GOOD             NCGS
 EY0654
 EY0654                          STATION DESCRIPTION
 EY0654
 EY0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0654'5 MI N FROM BRIDGETON.
 EY0654'ABOUT 4.95 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0654'THE CROSSING OF U.S. HIGHWAY 17 AT BRIDGETON, 153 FEET WEST AND
 EY0654'ACROSS HIGHWAY 17 FROM THE WEST RAIL, 171 FEET SOUTH OF JUNCTION
 EY0654'OF COUNTY ROAD 1434 LEADING WEST, 38 FEET WEST OF CENTER LINE
 EY0654'OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A
 EY0654'CONCRETE POST PROJECTING 10 INCHES.
 EY0654
 EY0654                          STATION RECOVERY (1975)
 EY0654
 EY0654'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY0654'RECOVERED IN GOOD CONDITION.
 EY0654
 EY0654                          STATION RECOVERY (1976)
 EY0654
 EY0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY0654'RECOVERED IN GOOD CONDITION.
 EY0654
 EY0654                          STATION RECOVERY (1993)
 EY0654
 EY0654'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY0654'RECOVERED AS DESCRIBED.
 EY0654
 EY0654                          STATION RECOVERY (2001)
 EY0654
 EY0654'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY0654'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 EY0654'LOCATED 88.5 FT (27.0 M) NORTHEAST OF SOUTHERNMOST POLE (43).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0652 ***********************************************************************
 EY0652  DESIGNATION -  ASKIN RM 3
 EY0652  PID         -  EY0652
 EY0652  STATE/COUNTY-  NC/CRAVEN
 EY0652  USGS QUAD   -  ASKIN (1983)
 EY0652
 EY0652                         *CURRENT SURVEY CONTROL
 EY0652  ___________________________________________________________________
 EY0652* NAD 83(2001)-  35 11 48.09372(N)    077 03 18.35838(W)     ADJUSTED  
 EY0652* NAVD 88     -         7.124  (meters)      23.37   (feet)  ADJUSTED  
 EY0652  ___________________________________________________________________
 EY0652  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY0652  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EY0652  DYNAMIC HT  -           7.118 (meters)      23.35  (feet)  COMP
 EY0652  MODELED GRAV-     979,733.2   (mgal)                       NAVD 88
 EY0652
 EY0652  HORZ ORDER  -  SECOND
 EY0652  VERT ORDER  -  FIRST     CLASS I
 EY0652
 EY0652.The horizontal coordinates were established by classical geodetic methods
 EY0652.and adjusted by the National Geodetic Survey in August 2005.
 EY0652
 EY0652.The orthometric height was determined by differential leveling
 EY0652.and adjusted in June 1991.
 EY0652.WARNING-Repeat measurements at this control monument indicate possible
 EY0652.vertical movement.
 EY0652
 EY0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0652
 EY0652.The geoid height was determined by GEOID03.
 EY0652
 EY0652.The dynamic height is computed by dividing the NAVD 88
 EY0652.geopotential number by the normal gravity value computed on the
 EY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0652.degrees latitude (g = 980.6199 gals.).
 EY0652
 EY0652.The modeled gravity was interpolated from observed gravity values.
 EY0652
 EY0652;                    North         East     Units Scale Factor Converg.
 EY0652;SPC NC       -   162,216.297   786,687.901   MT  0.99987305   +1 07 21.1
 EY0652;SPC NC       -   532,204.63  2,580,991.89   sFT  0.99987305   +1 07 21.1
 EY0652;UTM  18      - 3,896,790.374   312,905.048   MT  1.00003141   -1 11 05.5
 EY0652
 EY0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0652!SPC NC       -   1.00000470  x   0.99987305  =   0.99987775
 EY0652!UTM  18      -   1.00000470  x   1.00003141  =   1.00003611
 EY0652
 EY0652                          SUPERSEDED SURVEY CONTROL
 EY0652
 EY0652  NAD 83(1986)-  35 11 48.10305(N)    077 03 18.36823(W) AD(       ) 2
 EY0652  NGVD 29 (??/??/92)    7.449  (m)           24.44   (f) ADJ UNCH    1 1
 EY0652
 EY0652.Superseded values are not recommended for survey control.
 EY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0652.See file dsdata.txt to determine how the superseded data were derived.
 EY0652
 EY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1290596790(NAD 83)
 EY0652_MARKER: DR = REFERENCE MARK DISK
 EY0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0652_STAMPING: ASKIN NO 3 1931 EL 24.501
 EY0652_MARK LOGO: CGS   
 EY0652_PROJECTION: PROJECTING 10 CENTIMETERS
 EY0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0652+STABILITY: SURFACE MOTION
 EY0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0652+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1993
 EY0652
 EY0652  HISTORY     - Date     Condition        Report By
 EY0652  HISTORY     - 1931     MONUMENTED       CGS
 EY0652  HISTORY     - 1963     GOOD             NGS
 EY0652  HISTORY     - 1975     GOOD             NCGS
 EY0652  HISTORY     - 1976     GOOD             USGS
 EY0652  HISTORY     - 1979     GOOD             NCGS
 EY0652  HISTORY     - 1981     GOOD             NCGS
 EY0652  HISTORY     - 19870101 GOOD             NCGS
 EY0652  HISTORY     - 19870420 GOOD             USPSQD
 EY0652  HISTORY     - 19930927 GOOD             NCGS
 EY0652
 EY0652                          STATION DESCRIPTION
 EY0652
 EY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0652'5 MI N FROM BRIDGETOWN.
 EY0652'ABOUT 5.0 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0652'THE CROSSING OF U.S. HIGHWAY 17 AT BRIDGETWON, 153 FEET WEST OF
 EY0652'AND ACROSS U.S. HIGHWAY 17 FROM THE WEST RAIL, 69 FEET NORTHWEST
 EY0652'OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD 1434,
 EY0652'39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTH OF
 EY0652'THE CENTER LINE OF ROAD 1434, ABOUT LEVEL WITH THE HIGHWAY,
 EY0652'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EY0652'GROUND.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 EY0652'4.2 MILES SOUTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0652'THE STATION AT ERNUL.
 EY0652
 EY0652                          STATION RECOVERY (1975)
 EY0652
 EY0652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY0652'RECOVERED IN GOOD CONDITION.
 EY0652
 EY0652                          STATION RECOVERY (1976)
 EY0652
 EY0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY0652'RECOVERED IN GOOD CONDITION.
 EY0652
 EY0652                          STATION RECOVERY (1979)
 EY0652
 EY0652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0652'5.0 MILES NORTH ALONG U.S. 17 FROM THE NORFOLK SOUTHERN RAILWAY
 EY0652'CROSSING IN BRIDGETON, 1.7 MILES SOUTH OF THE ASKIN CROSSING
 EY0652'(SR 1003), AND IN THE ACUTE ANGLE OF THE INTERSECTION WITH SR 1434,
 EY0652'38.8 FEET WEST OF CENTERLINE OF HIGHWAY, 25.1 FEET NORTHAST OF
 EY0652'CENTERLINE OF ROAD, 15.7 FEET SOUTHEAST OF AN 8 INCH PINE WITH
 EY0652'REFERENCE TAG, 62.0 FEET EAST-NORTHEAST OF ASKIN 2 AND 147.9 FEET
 EY0652'SOUTHEAST OF RM NO 4.
 EY0652'THE MARK IS 3.8 FT  SW FROM A WITNESS POST.
 EY0652'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY0652
 EY0652                          STATION RECOVERY (1981)
 EY0652
 EY0652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY0652'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF BRIDGETON,
 EY0652'ALONG US 17, 1.7 MILES SOUTHEAST OF THE INTERSECTION WITH SR 1003 IN
 EY0652'ASKIN COMMUNITY, OR 6.2 MILES NORTHWEST OF THE NORTHEAST END OF THE
 EY0652'NEUSE RIVER BRIDGE IN BRIDGETON, IN NORTHWEST QUADRANT OF INTERSECTION
 EY0652'WITH SR 1434.
 EY0652'
 EY0652'STATION MARK IS A STANDARD CGS DISK
 EY0652'STAMPED---ASKIN NO 3 1931 EL 24.501 FT---SET IN TOP OF A 12 INCH
 EY0652'CONCRETE POST 8 INCHES ABOVE GROUND SURFACE.  MARK IS 38.9 FEET WEST
 EY0652'OF THE CENTERLINE OF HIGHWAY, 24.5 FEET NORTHEAST OF THE CENTERLINE OF
 EY0652'ROAD, 108.8 FEET SOUTHEAST OF TELEPHONE PEDESTAL AND 3.9 FEET
 EY0652'SOUTHWEST OF A METAL WITNESS POST.
 EY0652
 EY0652                          STATION RECOVERY (1987)
 EY0652
 EY0652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EY0652'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. MARK IS LOCATED
 EY0652'33.1 M (108.6 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL.
 EY0652
 EY0652                          STATION RECOVERY (1987)
 EY0652
 EY0652'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY0652'RECOVERED IN GOOD CONDITION.
 EY0652
 EY0652                          STATION RECOVERY (1993)
 EY0652
 EY0652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY0652'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3628 ***********************************************************************
 EY3628  DESIGNATION -  ASON
 EY3628  PID         -  EY3628
 EY3628  STATE/COUNTY-  NC/PAMLICO
 EY3628  USGS QUAD   -  VANDEMERE (1993)
 EY3628
 EY3628                         *CURRENT SURVEY CONTROL
 EY3628  ___________________________________________________________________
 EY3628* NAD 83(2001)-  35 08 10.56064(N)    076 41 40.08119(W)     ADJUSTED  
 EY3628* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3628  ___________________________________________________________________
 EY3628  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EY3628  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3628  HORZ ORDER  -  THIRD
 EY3628
 EY3628.The horizontal coordinates were established by classical geodetic methods
 EY3628.and adjusted by the National Geodetic Survey in August 2005.
 EY3628
 EY3628.The orthometric height was scaled from a topographic map.
 EY3628
 EY3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3628
 EY3628.The geoid height was determined by GEOID03.
 EY3628
 EY3628;                    North         East     Units Scale Factor Converg.
 EY3628;SPC NC       -   156,218.050   819,674.363   MT  0.99987461   +1 19 50.5
 EY3628;SPC NC       -   512,525.39  2,689,214.97   sFT  0.99987461   +1 19 50.5
 EY3628;UTM  18      - 3,889,468.698   345,626.195   MT  0.99989371   -0 58 31.4
 EY3628
 EY3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3628!SPC NC       -   1.00000576  x   0.99987461  =   0.99988037
 EY3628!UTM  18      -   1.00000576  x   0.99989371  =   0.99989947
 EY3628
 EY3628|---------------------------------------------------------------------|
 EY3628| PID    Reference Object                     Distance      Geod. Az  |
 EY3628|                                                           dddmmss.s |
 EY3628| EY4735 ASON RM 1                            24.074 METERS 18209     |
 EY3628| EY3636 CASA                                APPROX. 1.3 KM 2932244.5 |
 EY3628|---------------------------------------------------------------------|
 EY3628
 EY3628                          SUPERSEDED SURVEY CONTROL
 EY3628
 EY3628  NAD 83(1986)-  35 08 10.57345(N)    076 41 40.09293(W) AD(       ) 3
 EY3628  NAD 27      -  35 08 09.94700(N)    076 41 41.32800(W) AD(       ) 3
 EY3628
 EY3628.Superseded values are not recommended for survey control.
 EY3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3628.See file dsdata.txt to determine how the superseded data were derived.
 EY3628
 EY3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4562689469(NAD 83)
 EY3628_MARKER: DS = TRIANGULATION STATION DISK
 EY3628_SETTING: 0 = UNSPECIFIED SETTING
 EY3628
 EY3628  HISTORY     - Date     Condition        Report By
 EY3628  HISTORY     - 1935     MONUMENTED       CGS
 EY3628  HISTORY     - 1948     GOOD             CGS
 EY3628
 EY3628                          STATION DESCRIPTION
 EY3628
 EY3628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3628'THIS STATION IS ON THE S SIDE OF MASON BAY, ABOUT 100 METERS W
 EY3628'OF THE SMALL CREEK WHICH IS THE FIRST CREEK W OF THE LARGE
 EY3628'CREEK AT THE HEAD OF MASON BAY.  STATION IS LOCATED IN MARSHY
 EY3628'LAND, ABOUT 50 METERS OUTSIDE OF TIMBER LINE, 10 METERS S OF
 EY3628'HIGH-WATER LINE.
 EY3628'
 EY3628'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY3628'AT THE CENTER OF THE TOPS OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 EY3628
 EY3628                          STATION RECOVERY (1948)
 EY3628
 EY3628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3628'THIS STATION IS ON THE S SIDE OF MASON BAY, ABOUT 100 METERS W
 EY3628'OF THE SMALL CREEK WHICH IS THE FIRST CREEK W OF MASON CREEK AT
 EY3628'THE HEAD OF MASON BAY.  STATION IS LOCATED ON MARSHY LAND,
 EY3628'ABOUT 50 METERS OUTSIDE OF TIMBER LINE, 6.5 METERS S OF
 EY3628'APPARENT SHORELINE.
 EY3628'
 EY3628'DISTANCE FROM STATION TO REFERENCE MARK MEASURED AND FOUND TO
 EY3628'BE IN AGREEMENT WITH ORIGINAL DESCRIPTION.  REFERENCE MARK IS
 EY3628'STILL IN PLACE BUT SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4875 ***********************************************************************
 FA4875  DESIGNATION -  ASPEN
 FA4875  PID         -  FA4875
 FA4875  STATE/COUNTY-  NC/LINCOLN
 FA4875  USGS QUAD   -  DENVER (1993)
 FA4875
 FA4875                         *CURRENT SURVEY CONTROL
 FA4875  ___________________________________________________________________
 FA4875* NAD 83(2001)-  35 32 08.71311(N)    081 02 20.49729(W)     ADJUSTED  
 FA4875* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 FA4875  ___________________________________________________________________
 FA4875  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 FA4875  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 FA4875  HORZ ORDER  -  SECOND
 FA4875
 FA4875.The horizontal coordinates were established by classical geodetic methods
 FA4875.and adjusted by the National Geodetic Survey in August 2005.
 FA4875
 FA4875.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4875
 FA4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4875
 FA4875.The geoid height was determined by GEOID03.
 FA4875
 FA4875;                    North         East     Units Scale Factor Converg.
 FA4875;SPC NC       -   199,993.568   424,717.851   MT  0.99988483   -1 10 36.7
 FA4875;SPC NC       -   656,145.56  1,393,428.48   sFT  0.99988483   -1 10 36.7
 FA4875;UTM  17      - 3,932,459.440   496,462.087   MT  0.99960015   -0 01 21.7
 FA4875
 FA4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4875!SPC NC       -   0.99996171  x   0.99988483  =   0.99984654
 FA4875!UTM  17      -   0.99996171  x   0.99960015  =   0.99956187
 FA4875
 FA4875                          SUPERSEDED SURVEY CONTROL
 FA4875
 FA4875  NAD 83(1986)-  35 32 08.72580(N)    081 02 20.50371(W) AD(       ) 2
 FA4875  NGVD 29 (09/01/92)  275.7    (m)          905.     (f) VERT ANG    3  
 FA4875
 FA4875.Superseded values are not recommended for survey control.
 FA4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4875.See file dsdata.txt to determine how the superseded data were derived.
 FA4875
 FA4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9646232459(NAD 83)
 FA4875_MARKER: DE = TRAVERSE STATION DISK
 FA4875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4875_SP_SET: CONCRETE POST
 FA4875_STAMPING: ASPEN 1983
 FA4875_MARK LOGO: NCGS  
 FA4875_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4875+STABILITY: SURFACE MOTION
 FA4875
 FA4875  HISTORY     - Date     Condition        Report By
 FA4875  HISTORY     - 1983     MONUMENTED       NCGS
 FA4875  HISTORY     - 19950318 GOOD             USPSQD
 FA4875  HISTORY     - 20010620 POOR             USPSQD
 FA4875
 FA4875                          STATION DESCRIPTION
 FA4875
 FA4875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4875'STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) WEST-NORTHWEST OF DENVER AND
 FA4875'21.3 KM (13.2 MI) EAST-NORTHEAST OF LINCOLNTON.
 FA4875'ALONG NC 16 FOR 0.8 KM (0.5 MI) NORTHWEST FROM SR 1373 (AT THE TRAFFIC
 FA4875'BLINKER IN THE CENTER OF DENVER), IN RIGHT SHOULDER, NEAR A SIGN
 FA4875'POST.
 FA4875'MARK IS FLUSH WITH GROUND.  LOCATED 7.10 M (23.29 FT) NORTHEAST OF THE
 FA4875'CENTERLINE OF NC 16, 12.47 M (40.91 FT) EAST-SOUTHEAST OF THE
 FA4875'CENTERLINE OF A CONCRETE DRIVE, 19.96 M (65.49 FT) WEST OF THE
 FA4875'SOUTHWEST CORNER OF A BRICK AND METAL BUILDING, 8.02 M (26.31 FT)
 FA4875'EAST-SOUTHEAST OF A 12-INCH CONCRETE PIPE, 26.76 M (87.80 FT)
 FA4875'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING--AND 1.58
 FA4875'M (5.18 FT) SOUTH-SOUTHEAST OF A SIGN POST, 5.61 M (18.41 FT) NORTH
 FA4875'OF A TELEPHONE POLE (222)--BOTH WITH REFERENCE TAGS.
 FA4875
 FA4875                          STATION RECOVERY (1995)
 FA4875
 FA4875'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4875'RECOVERED IN GOOD CONDITION.
 FA4875
 FA4875                          STATION RECOVERY (2001)
 FA4875
 FA4875'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4875'MARKER IN POOR CONDITION.  IT HAS BEEN HIT AND IS LEANING 10 DEGREES
 FA4875'TO THE SSE.  IT IS GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0565 ***********************************************************************
 EZ0565  DESIGNATION -  ASPHALT
 EZ0565  PID         -  EZ0565
 EZ0565  STATE/COUNTY-  NC/HARNETT
 EZ0565  USGS QUAD   -  LILLINGTON (1987)
 EZ0565
 EZ0565                         *CURRENT SURVEY CONTROL
 EZ0565  ___________________________________________________________________
 EZ0565* NAD 83(2001)-  35 24 37.19932(N)    078 46 54.78993(W)     ADJUSTED  
 EZ0565* NAVD 88     -        63.317  (meters)     207.73   (feet)  ADJUSTED  
 EZ0565  ___________________________________________________________________
 EZ0565  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 EZ0565  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ0565  DYNAMIC HT  -          63.260 (meters)     207.55  (feet)  COMP
 EZ0565  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 EZ0565
 EZ0565  HORZ ORDER  -  SECOND
 EZ0565  VERT ORDER  -  SECOND    CLASS II
 EZ0565
 EZ0565.The horizontal coordinates were established by classical geodetic methods
 EZ0565.and adjusted by the National Geodetic Survey in August 2005.
 EZ0565
 EZ0565.The orthometric height was determined by differential leveling
 EZ0565.and adjusted in June 1991.
 EZ0565
 EZ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0565
 EZ0565.The geoid height was determined by GEOID03.
 EZ0565
 EZ0565.The dynamic height is computed by dividing the NAVD 88
 EZ0565.geopotential number by the normal gravity value computed on the
 EZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0565.degrees latitude (g = 980.6199 gals.).
 EZ0565
 EZ0565.The modeled gravity was interpolated from observed gravity values.
 EZ0565
 EZ0565;                    North         East     Units Scale Factor Converg.
 EZ0565;SPC NC       -   184,202.849   629,410.066   MT  0.99987641   +0 07 33.2
 EZ0565;SPC NC       -   604,338.85  2,064,989.52   sFT  0.99987641   +0 07 33.2
 EZ0565;UTM  17      - 3,920,808.607   701,407.611   MT  1.00009993   +1 17 08.4
 EZ0565
 EZ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0565!SPC NC       -   0.99999526  x   0.99987641  =   0.99987167
 EZ0565!UTM  17      -   0.99999526  x   1.00009993  =   1.00009519
 EZ0565
 EZ0565:                Primary Azimuth Mark                     Grid Az
 EZ0565:SPC NC       -  CEDAR GROVE                              084 36 08.6
 EZ0565:UTM  17      -  CEDAR GROVE                              083 26 33.4
 EZ0565
 EZ0565|---------------------------------------------------------------------|
 EZ0565| PID    Reference Object                     Distance      Geod. Az  |
 EZ0565|                                                           dddmmss.s |
 EZ0565| EZ0567 CEDAR GROVE                         APPROX. 0.8 KM 0844341.8 |
 EZ0565|---------------------------------------------------------------------|
 EZ0565
 EZ0565                          SUPERSEDED SURVEY CONTROL
 EZ0565
 EZ0565  NAD 83(1986)-  35 24 37.20440(N)    078 46 54.79596(W) AD(       ) 2
 EZ0565  NAD 27      -  35 24 36.62968(N)    078 46 55.71518(W) AD(       ) 2
 EZ0565  NGVD 29 (??/??/92)   63.578  (m)          208.59   (f) ADJ UNCH    2 2
 EZ0565
 EZ0565.Superseded values are not recommended for survey control.
 EZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0565.See file dsdata.txt to determine how the superseded data were derived.
 EZ0565
 EZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0140820809(NAD 83)
 EZ0565_MARKER: DE = TRAVERSE STATION DISK
 EZ0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0565_SP_SET: CONCRETE POST
 EZ0565_STAMPING: ASPHALT 1972
 EZ0565_MARK LOGO: NCGS  
 EZ0565_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0565+STABILITY: SURFACE MOTION
 EZ0565
 EZ0565  HISTORY     - Date     Condition        Report By
 EZ0565  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0565  HISTORY     - 1974     GOOD             NCGS
 EZ0565  HISTORY     - 19830101 GOOD             NCGS
 EZ0565  HISTORY     - 1987     GOOD             USPSQD
 EZ0565  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ0565  HISTORY     - 20070617 MARK NOT FOUND   GEOCAC
 EZ0565
 EZ0565                          STATION DESCRIPTION
 EZ0565
 EZ0565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0565'ASPHALT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ0565'THE VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ0565'
 EZ0565'ASPHALT IS LOCATED APPROXIMATELY 2.0 MILES NE OF LILLINGTON AND
 EZ0565'2.5 MILES WEST OF BUIES CREEK.  TO REACH STATION FROM THE
 EZ0565'INTERSECTION OF US 421, US 401, NC 210 AND NC 27 NORTH OF LILLINGTON,
 EZ0565'GO EAST ALONG US 421-NC 27 FOR 1.4 MILES TO STATION ON LEFT, 0.4 MILE
 EZ0565'WEST OF US 421-NC 27 INTERSECTION WITH SR 1518, AND
 EZ0565'APPROXIMATELY 150 FEET WSW OF A BRICK RESIDENCE.
 EZ0565'
 EZ0565'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0565'ASPHALT 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0565'WHICH IS FLUSH WITH THE GROUND.
 EZ0565'
 EZ0565'MARK IS--61.0 FEET NNE OF C/L OF US 421 AND NC 27.
 EZ0565'30.4 FEET WNW OF BASE OF PP NO. 839 WITH ALUMINUM REF. TAG.
 EZ0565'169.1 FEET ESE OF ALUMINUM REF. TAG ON PP NO. 838.
 EZ0565'80.4 FEET NW OF NW END OF CULVERT FOR DRIVE TO BRICK HOUSE.
 EZ0565
 EZ0565                          STATION RECOVERY (1974)
 EZ0565
 EZ0565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0565'2 MI NE FROM LILLINGTON.
 EZ0565'TO REACH STATION FROM THE INTERSECTION OF U.S. 421, U.S. 401, NC
 EZ0565'210 AND NC 27 NORTH OF LILLINGTON, PROCEED EAST ALONG U.S.
 EZ0565'421 - NC 27 FOR 1.4 MILES TO STATION ON LEFT, 0.4 MILE WEST OF
 EZ0565'U.S. 421 - NC 27 INTERSECTION WITH SR 1518, AND APPROXIMATELY
 EZ0565'150 FEET WSW OF A BRICK RESIDENCE, 61.0 FT NNE OF C/L OF U.S. 421
 EZ0565'AND NC 27, 30.4 FT WNW OF BASE OF PP 839 WITH ALUMINUM REF. TAG,
 EZ0565'169.1 FT ESE OF ALUMINUM REF. TAG ON PP 838, AND 80.4 FT NW OF NW
 EZ0565'END OF CULVERT FOR DRIVE TO BRICK HOUSE.  DISK IS SET IN TOP OF
 EZ0565'CONCRETE CYLINDER FLUSH WITH THE GROUND.
 EZ0565
 EZ0565                          STATION RECOVERY (1983)
 EZ0565
 EZ0565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ0565'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ0565
 EZ0565                          STATION RECOVERY (1987)
 EZ0565
 EZ0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ0565'RECOVERED IN GOOD CONDITION.
 EZ0565
 EZ0565                          STATION RECOVERY (1999)
 EZ0565
 EZ0565'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0565'MARK NOT FOUND.
 EZ0565
 EZ0565                          STATION RECOVERY (2007)
 EZ0565
 EZ0565'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0565'HIGHWAY US-401 HAS BEEN WIDENED. STATION WAS IN THE AFFECTED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2734 ***********************************************************************
 FA2734  DESIGNATION -  ASPHALT
 FA2734  PID         -  FA2734
 FA2734  STATE/COUNTY-  NC/IREDELL
 FA2734  USGS QUAD   -  SHEPHERDS (1969)
 FA2734
 FA2734                         *CURRENT SURVEY CONTROL
 FA2734  ___________________________________________________________________
 FA2734* NAD 83(2001)-  35 38 22.57592(N)    080 51 52.11406(W)     ADJUSTED  
 FA2734* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 FA2734  ___________________________________________________________________
 FA2734  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FA2734  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FA2734  HORZ ORDER  -  SECOND
 FA2734
 FA2734.The horizontal coordinates were established by classical geodetic methods
 FA2734.and adjusted by the National Geodetic Survey in August 2005.
 FA2734
 FA2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2734
 FA2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2734
 FA2734.The geoid height was determined by GEOID03.
 FA2734
 FA2734;                    North         East     Units Scale Factor Converg.
 FA2734;SPC NC       -   211,201.479   440,759.218   MT  0.99989543   -1 04 34.0
 FA2734;SPC NC       -   692,916.85  1,446,057.53   sFT  0.99989543   -1 04 34.0
 FA2734;UTM  17      - 3,943,984.973   512,269.781   MT  0.99960186   +0 04 44.3
 FA2734
 FA2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2734!SPC NC       -   0.99996581  x   0.99989543  =   0.99986125
 FA2734!UTM  17      -   0.99996581  x   0.99960186  =   0.99956769
 FA2734
 FA2734:                Primary Azimuth Mark                     Grid Az
 FA2734:SPC NC       -  BREAK                                    358 56 54.5
 FA2734:UTM  17      -  BREAK                                    357 47 36.2
 FA2734
 FA2734|---------------------------------------------------------------------|
 FA2734| PID    Reference Object                     Distance      Geod. Az  |
 FA2734|                                                           dddmmss.s |
 FA2734| FA2735 BREAK                               APPROX. 1.1 KM 3575220.5 |
 FA2734|---------------------------------------------------------------------|
 FA2734
 FA2734                          SUPERSEDED SURVEY CONTROL
 FA2734
 FA2734  NAD 83(1986)-  35 38 22.58821(N)    080 51 52.11972(W) AD(       ) 2
 FA2734  NAD 27      -  35 38 22.10175(N)    080 51 52.87017(W) AD(       ) 2
 FA2734  NGVD 29 (07/19/86)  249.6    (m)          819.     (f) VERT ANG    3  
 FA2734
 FA2734.Superseded values are not recommended for survey control.
 FA2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2734.See file dsdata.txt to determine how the superseded data were derived.
 FA2734
 FA2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1227043985(NAD 83)
 FA2734_MARKER: DE = TRAVERSE STATION DISK
 FA2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2734_STAMPING: ASPHART 1974
 FA2734_MARK LOGO: NCGS  
 FA2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2734+STABILITY: SURFACE MOTION
 FA2734
 FA2734  HISTORY     - Date     Condition        Report By
 FA2734  HISTORY     - 1974     MONUMENTED       NCGS
 FA2734  HISTORY     - 19970315 GOOD             USPSQD
 FA2734
 FA2734                          STATION DESCRIPTION
 FA2734
 FA2734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2734'ASPHALT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2734'THE VICINITY OF TROUTMAN, NORTH CAROLINA.
 FA2734'
 FA2734'ASPHALT IS LOCATED APPROXIMATELY 4.7 MILES SSE OF TROUTMAN, AND
 FA2734'4.9 MILES NW OF MOORESVILLE.  TO REACH STATION FROM THE I-77
 FA2734'OVERPASS OF U.S. 21 AND NC 115 SE OF TROUTMAN, PROCEED SOUTH ALONG
 FA2734'I-77 FOR 2.45 MILES TO SR 1311 OVERPASS BRIDGE AND STATION ON RIGHT
 FA2734'AT SW CORNER OF BRIDGE BETWEEN WINGWALL AND GUARD RAIL.
 FA2734'
 FA2734'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2734'ASPHALT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2734'WHICH IS PROJECTING 2 INCHES ABOVE THE GROUND.
 FA2734'
 FA2734'MARK IS 73.5 FT W OF C/L OF I-77 SOUTH BOUND LANE
 FA2734'
 FA2734'16.8 FT SE OF C/L OF SR 1311
 FA2734'
 FA2734'2.1 FT SSW OF WEST END OF SOUTH BRIDGE RAIL
 FA2734'
 FA2734'1.3 FT SE OF GUARD RAIL
 FA2734'
 FA2734'2.0 FT NW OF C/L OF WINGWALL
 FA2734
 FA2734                          STATION RECOVERY (1997)
 FA2734
 FA2734'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0629 ***********************************************************************
 EX0629  DESIGNATION -  ASPHALT
 EX0629  PID         -  EX0629
 EX0629  STATE/COUNTY-  NC/HYDE
 EX0629  USGS QUAD   -  ENGELHARD EAST (1983)
 EX0629
 EX0629                         *CURRENT SURVEY CONTROL
 EX0629  ___________________________________________________________________
 EX0629* NAD 83(2001)-  35 37 12.41512(N)    075 55 22.00092(W)     ADJUSTED  
 EX0629* NAVD 88     -         0.3    (meters)       1.     (feet)  VERTCON   
 EX0629  ___________________________________________________________________
 EX0629  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EX0629  GEOID HEIGHT-         -38.82  (meters)                     GEOID03
 EX0629  HORZ ORDER  -  SECOND
 EX0629
 EX0629.The horizontal coordinates were established by classical geodetic methods
 EX0629.and adjusted by the National Geodetic Survey in August 2005.
 EX0629
 EX0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0629
 EX0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0629
 EX0629.The geoid height was determined by GEOID03.
 EX0629
 EX0629;                    North         East     Units Scale Factor Converg.
 EX0629;SPC NC       -   211,773.761   888,305.029   MT  0.99989320   +1 46 33.9
 EX0629;SPC NC       -   694,794.41  2,914,380.75   sFT  0.99989320   +1 46 33.9
 EX0629;UTM  18      - 3,942,206.967   416,434.001   MT  0.99968605   -0 32 14.9
 EX0629
 EX0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0629!SPC NC       -   1.00000605  x   0.99989320  =   0.99989925
 EX0629!UTM  18      -   1.00000605  x   0.99968605  =   0.99969209
 EX0629
 EX0629:                Primary Azimuth Mark                     Grid Az
 EX0629:SPC NC       -  KAYE                                     003 45 25.0
 EX0629:UTM  18      -  KAYE                                     006 04 13.8
 EX0629
 EX0629|---------------------------------------------------------------------|
 EX0629| PID    Reference Object                     Distance      Geod. Az  |
 EX0629|                                                           dddmmss.s |
 EX0629| EX0643 KAYE                                APPROX. 1.3 KM 0053158.9 |
 EX0629|---------------------------------------------------------------------|
 EX0629
 EX0629                          SUPERSEDED SURVEY CONTROL
 EX0629
 EX0629  NAD 83(1986)-  35 37 12.42266(N)    075 55 21.99818(W) AD(       ) 2
 EX0629  NAD 27      -  35 37 11.80497(N)    075 55 23.33350(W) AD(       ) 2
 EX0629  NGVD 29 (07/19/86)    0.6    (m)            2.     (f) VERT ANG    3  
 EX0629
 EX0629.Superseded values are not recommended for survey control.
 EX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0629.See file dsdata.txt to determine how the superseded data were derived.
 EX0629
 EX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1643442207(NAD 83)
 EX0629_MARKER: DE = TRAVERSE STATION DISK
 EX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0629_STAMPING: ASPHALT 1974
 EX0629_MARK LOGO: NCGS  
 EX0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0629+STABILITY: SURFACE MOTION
 EX0629
 EX0629  HISTORY     - Date     Condition        Report By
 EX0629  HISTORY     - 1974     MONUMENTED       NCGS
 EX0629  HISTORY     - 19930222 POOR             USPSQD
 EX0629
 EX0629                          STATION DESCRIPTION
 EX0629
 EX0629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0629'ASPHALT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0629'THE VICINITY OF ENGELHARD, NORTH CAROLINA.
 EX0629'
 EX0629'ASPHALT IS LOCATED APPROXIMATELY 8.6 MILES NNE OF ENGELHARD AND
 EX0629'11.8 MILES WSW OF STUMPY POINT (DARE COUNTY).  TO REACH STATION
 EX0629'FROM THE U.S. 264 BRIDGE OVER THE LONG SHOAL RIVER AT THE
 EX0629'DARE - HYDE COUNTY LINE, PROCEED SOUTHWEST ALONG U.S. 264 AND THEN
 EX0629'SOUTH FOR 2.8 MILES TO STATION ON THE RIGHT, DIRECTLY ACROSS ROAD
 EX0629'FROM A POWER POLE, AND 0.65 MILE NORTH OF INTERSECTION WITH DIRT
 EX0629'ROAD LEADING SOUTHEAST.
 EX0629'
 EX0629'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0629'ASPHALT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0629'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0629'
 EX0629'MARK IS 21.7 FT WNW OF C/L OF U.S. 264
 EX0629'
 EX0629'26.5 FT NE OF 15 INCH PINE WITH ALUMINUM REF. TAG
 EX0629'
 EX0629'54.0 FT WNW OF PP WITH ALUMINUM REF. TAG
 EX0629
 EX0629                          STATION RECOVERY (1993)
 EX0629
 EX0629'RECOVERY NOTE BY US POWER SQUADRON 1993 (IMS)
 EX0629'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4085 ***********************************************************************
 EY4085  DESIGNATION -  ASPHALT
 EY4085  PID         -  EY4085
 EY4085  STATE/COUNTY-  NC/BEAUFORT
 EY4085  USGS QUAD   -  PANTEGO (1974)
 EY4085
 EY4085                         *CURRENT SURVEY CONTROL
 EY4085  ___________________________________________________________________
 EY4085* NAD 83(2001)-  35 34 44.23479(N)    076 40 58.49033(W)     ADJUSTED  
 EY4085* NAVD 88     -         2.722  (meters)       8.93   (feet)  ADJUSTED  
 EY4085  ___________________________________________________________________
 EY4085  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 EY4085  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY4085  DYNAMIC HT  -           2.719 (meters)       8.92  (feet)  COMP
 EY4085  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 EY4085
 EY4085  HORZ ORDER  -  SECOND
 EY4085  VERT ORDER  -  SECOND    CLASS II
 EY4085
 EY4085.The horizontal coordinates were established by classical geodetic methods
 EY4085.and adjusted by the National Geodetic Survey in August 2005.
 EY4085
 EY4085.The orthometric height was determined by differential leveling
 EY4085.and adjusted in June 1991.
 EY4085
 EY4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4085
 EY4085.The geoid height was determined by GEOID03.
 EY4085
 EY4085.The dynamic height is computed by dividing the NAVD 88
 EY4085.geopotential number by the normal gravity value computed on the
 EY4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4085.degrees latitude (g = 980.6199 gals.).
 EY4085
 EY4085.The modeled gravity was interpolated from observed gravity values.
 EY4085
 EY4085;                    North         East     Units Scale Factor Converg.
 EY4085;SPC NC       -   205,338.016   819,580.693   MT  0.99988885   +1 20 14.5
 EY4085;SPC NC       -   673,679.81  2,688,907.66   sFT  0.99988885   +1 20 14.5
 EY4085;UTM  18      - 3,938,553.132   347,513.671   MT  0.99988654   -0 58 45.7
 EY4085
 EY4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4085!SPC NC       -   1.00000539  x   0.99988885  =   0.99989423
 EY4085!UTM  18      -   1.00000539  x   0.99988654  =   0.99989192
 EY4085
 EY4085                          SUPERSEDED SURVEY CONTROL
 EY4085
 EY4085  NAD 83(1986)-  35 34 44.24623(N)    076 40 58.49978(W) AD(       ) 2
 EY4085  NAVD 88 (07/14/98)    2.72   (m)            8.9    (f) LEVELING    3  
 EY4085
 EY4085.Superseded values are not recommended for survey control.
 EY4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4085.See file dsdata.txt to determine how the superseded data were derived.
 EY4085
 EY4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4751438553(NAD 83)
 EY4085_MARKER: DE = TRAVERSE STATION DISK
 EY4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4085_SP_SET: CONCRETE POST
 EY4085_STAMPING: ASPHALT 1982
 EY4085_MARK LOGO: NCGS  
 EY4085_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4085+STABILITY: SURFACE MOTION
 EY4085
 EY4085  HISTORY     - Date     Condition        Report By
 EY4085  HISTORY     - 1982     MONUMENTED       NCGS
 EY4085  HISTORY     - 19840601 GOOD             NCGS
 EY4085  HISTORY     - 1985     GOOD             USPSQD
 EY4085
 EY4085                          STATION DESCRIPTION
 EY4085
 EY4085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4085'2.1 KM (1.3 MI) WSW FROM PANTEGO.
 EY4085'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST-SOUTHWEST OF
 EY4085'PANTEGO.  ALONG US 264 FOR 2.4 KM (1.5 MI) WEST FROM THE INTERSECTION
 EY4085'WITH NC 99, OR 0.9 KM (0.55 MI) EAST FROM SR 1616, NEAR AN OLD
 EY4085'ASPHALT ROAD BED.  THE STATION IS A STANDARD NCGS DISK
 EY4085'STAMPED---ASPHALT 1982---, SET INTO THE TOP OF A ROUND CONCRETE
 EY4085'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 14.0 METERS
 EY4085'(46.0 FT) NORTH OF THE CENTERLINE OF US 264, 25.0 METERS (82.0 FT)
 EY4085'NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND 2.0 METERS (6.5
 EY4085'FT) SOUTHEAST OF A 10-INCH PINE, 3.7 METERS (12.0 FT) SOUTHWEST OF A
 EY4085'5-INCH GUM, AND 7.7 METERS (25.2 FT) EAST OF A 10-INCH PINE--ALL
 EY4085'THREE WITH REFERENCE TAGS.
 EY4085
 EY4085                          STATION RECOVERY (1984)
 EY4085
 EY4085'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4085'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) WEST-SOUTHWEST OF PANTEGO.
 EY4085'ALONG US 264 FOR 2.4 KM (1.50 MI) WEST FROM NC 99, OR 0.9 KM (0.55 MI)
 EY4085'EAST FROM SR 1616, NEAR AN OLD ASPHALT ROAD BED. MARK IS FLUSH WITH
 EY4085'GROUND.  LOCATED 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF US 264,
 EY4085'25.0 M (82.0 FT) NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT--AND
 EY4085'2.0 M (6.6 FT) SOUTHEAST OF A 10-INCH PINE, 3.7 M (12.1 FT) SOUTHWEST
 EY4085'OF A 5-INCH GUM, AND 7.7 M (25.3 FT) EAST OF A 10-INCH PINE--ALL THREE
 EY4085'WITH REFERENCE TAGS.
 EY4085
 EY4085                          STATION RECOVERY (1985)
 EY4085
 EY4085'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY4085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0970 ***********************************************************************
 EA0970  DESIGNATION -  ASSAULT
 EA0970  PID         -  EA0970
 EA0970  STATE/COUNTY-  NC/ONSLOW
 EA0970  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA0970
 EA0970                         *CURRENT SURVEY CONTROL
 EA0970  ___________________________________________________________________
 EA0970* NAD 83(2001)-  34 42 04.40093(N)    077 28 44.81362(W)     ADJUSTED  
 EA0970* NAVD 88     -         7.971  (meters)      26.15   (feet)  ADJUSTED  
 EA0970  ___________________________________________________________________
 EA0970  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EA0970  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 EA0970  DYNAMIC HT  -           7.963 (meters)      26.13  (feet)  COMP
 EA0970  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 EA0970
 EA0970  HORZ ORDER  -  SECOND
 EA0970  VERT ORDER  -  FIRST     CLASS II
 EA0970
 EA0970.The horizontal coordinates were established by classical geodetic methods
 EA0970.and adjusted by the National Geodetic Survey in August 2005.
 EA0970
 EA0970.The orthometric height was determined by differential leveling
 EA0970.and adjusted in June 1991.
 EA0970
 EA0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0970
 EA0970.The geoid height was determined by GEOID03.
 EA0970
 EA0970.The dynamic height is computed by dividing the NAVD 88
 EA0970.geopotential number by the normal gravity value computed on the
 EA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0970.degrees latitude (g = 980.6199 gals.).
 EA0970
 EA0970.The modeled gravity was interpolated from observed gravity values.
 EA0970
 EA0970;                    North         East     Units Scale Factor Converg.
 EA0970;SPC NC       -   106,587.577   748,925.994   MT  0.99991844   +0 52 40.1
 EA0970;SPC NC       -   349,696.08  2,457,101.37   sFT  0.99991844   +0 52 40.1
 EA0970;UTM  18      - 3,842,708.276   272,932.320   MT  1.00023554   -1 24 43.0
 EA0970
 EA0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0970!SPC NC       -   1.00000457  x   0.99991844  =   0.99992301
 EA0970!UTM  18      -   1.00000457  x   1.00023554  =   1.00024011
 EA0970
 EA0970:                Primary Azimuth Mark                     Grid Az
 EA0970:SPC NC       -  TWO WAY                                  346 10 58.2
 EA0970:UTM  18      -  TWO WAY                                  348 28 21.3
 EA0970
 EA0970|---------------------------------------------------------------------|
 EA0970| PID    Reference Object                     Distance      Geod. Az  |
 EA0970|                                                           dddmmss.s |
 EA0970| EA1106 TWO WAY                             APPROX. 1.0 KM 3470338.3 |
 EA0970|---------------------------------------------------------------------|
 EA0970
 EA0970                          SUPERSEDED SURVEY CONTROL
 EA0970
 EA0970  NAD 83(1986)-  34 42 04.41400(N)    077 28 44.82158(W) AD(       ) 2
 EA0970  NAD 27      -  34 42 03.82051(N)    077 28 45.94859(W) AD(       ) 2
 EA0970  NGVD 29 (07/19/86)    8.30   (m)           27.2    (f) LEVELING    3  
 EA0970
 EA0970.Superseded values are not recommended for survey control.
 EA0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0970.See file dsdata.txt to determine how the superseded data were derived.
 EA0970
 EA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7293242708(NAD 83)
 EA0970_MARKER: DE = TRAVERSE STATION DISK
 EA0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0970_SP_SET: CONCRETE POST
 EA0970_STAMPING: ASSAULT 1974
 EA0970_MARK LOGO: NCGS  
 EA0970_PROJECTION: RECESSED 23 CENTIMETERS
 EA0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0970+STABILITY: SURFACE MOTION
 EA0970
 EA0970  HISTORY     - Date     Condition        Report By
 EA0970  HISTORY     - 1974     MONUMENTED       NCGS
 EA0970  HISTORY     - 1979     GOOD             NCGS
 EA0970  HISTORY     - 1979     GOOD             NCGS
 EA0970
 EA0970                          STATION DESCRIPTION
 EA0970
 EA0970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0970'ASSAULT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0970'THE VICINITY OF VERONA, NORTH CAROLINA.
 EA0970'
 EA0970'ASSAULT IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF VERONA AND
 EA0970'4.4 MILES SOUTHWEST OF JACKSONVILLE.  TO REACH STATION FROM
 EA0970'INTERSECTION OF U.S. 17 WITH U.S. 258, PROCEED SOUTHERLY ALONG
 EA0970'U.S. 17 FOR 4.35 MILES TO STATION ON LEFT IN EAST SHOULDER NEAR A
 EA0970'USMC ASSAULT RANGE RD., AND 0.3 MILE SOUTH OF SOUTH END OF A
 EA0970'BRIDGE OVER SOUTHWEST CREEK.
 EA0970'
 EA0970'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0970'ASSAULT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0970'WHICH IS 9 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0970'
 EA0970'MARK IS 20.4 FT E OF C/L OF U.S. 17.
 EA0970'
 EA0970'224.0 FT N OF C/L OF ASSAULT RD. LEADING EAST TO USMC RESERVATION.
 EA0970'
 EA0970'32.0 FT W OF TP 1239 WITH ALUMINUM REF. TAG.
 EA0970'
 EA0970'72.7 FT E OF PP WITH ALUMINUM REF. TAG ON W SIDE OF U.S. 17
 EA0970
 EA0970                          STATION RECOVERY (1979)
 EA0970
 EA0970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA0970'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 EA0970'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EA0970'
 EA0970'THE MILEAGE FROM US 258 ALONG US 17 IS 0.1 MILE LONG, ALSO THE
 EA0970'TELEPHONE POLE IS GONE.
 EA0970
 EA0970                          STATION RECOVERY (1979)
 EA0970
 EA0970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0970'2.2 MI NORTH FROM VERONA.
 EA0970'4.25 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 258
 EA0970'IN JACKSONVILLE, IN EAST SHOULDER OF HIGHWAY, AND 0.25 MILE SOUTH
 EA0970'OF SOUTH END OF A BRIDGE OVER SOUTHWEST CREEK, 20.4 FEET EAST OF
 EA0970'CENTERLINE OF HIGHWAY, 224.0 FEET NORTH OF CENTERLINE OF B O 14
 EA0970'ASSAULT POSITION ROAD AND 72.7 FEET EAST OF POWER POLE WITH
 EA0970'REFERENCE TAG.
 EA0970'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8644 ***********************************************************************
 DG8644  DESIGNATION -  ASSEMBLY
 DG8644  PID         -  DG8644
 DG8644  STATE/COUNTY-  NC/NEW HANOVER
 DG8644  USGS QUAD   -  KURE BEACH (1979)
 DG8644
 DG8644                         *CURRENT SURVEY CONTROL
 DG8644  ___________________________________________________________________
 DG8644* NAD 83(2007)-  33 58 37.83093(N)    077 54 49.41409(W)     ADJUSTED  
 DG8644* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 DG8644  ___________________________________________________________________
 DG8644  EPOCH DATE  -        2002.00
 DG8644  X           -   1,108,615.723 (meters)                     COMP
 DG8644  Y           -  -5,177,281.407 (meters)                     COMP
 DG8644  Z           -   3,544,328.408 (meters)                     COMP
 DG8644  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 DG8644  ELLIP HEIGHT-         -33.893 (meters)          (02/10/07) ADJUSTED
 DG8644  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 DG8644
 DG8644  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8644  Type    PID    Designation                      North   East  Ellip
 DG8644  -------------------------------------------------------------------
 DG8644  NETWORK DG8644 ASSEMBLY                          0.69   0.59   1.61
 DG8644  -------------------------------------------------------------------
 DG8644
 DG8644.The horizontal coordinates were established by GPS observations
 DG8644.and adjusted by the National Geodetic Survey in February 2007.
 DG8644
 DG8644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8644.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8644.The horizontal coordinates are valid at the epoch date displayed above.
 DG8644.The epoch date for horizontal control is a decimal equivalence
 DG8644.of Year/Month/Day.
 DG8644
 DG8644.The orthometric height was determined by GPS observations and a
 DG8644.high-resolution geoid model.
 DG8644
 DG8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8644
 DG8644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8644
 DG8644.The ellipsoidal height was determined by GPS observations
 DG8644.and is referenced to NAD 83.
 DG8644
 DG8644.The geoid height was determined by GEOID03.
 DG8644
 DG8644;                    North         East     Units Scale Factor Converg.
 DG8644;SPC NC       -    25,751.669   709,993.037   MT  1.00011764   +0 37 37.1
 DG8644;SPC NC       -    84,486.93  2,329,368.82   sFT  1.00011764   +0 37 37.1
 DG8644;UTM  18      - 3,763,452.480   230,807.869   MT  1.00049339   -1 37 45.7
 DG8644
 DG8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8644!SPC NC       -   1.00000532  x   1.00011764  =   1.00012296
 DG8644!UTM  18      -   1.00000532  x   1.00049339  =   1.00049871
 DG8644
 DG8644                          SUPERSEDED SURVEY CONTROL
 DG8644
 DG8644  NAD 83(1986)-  33 58 37.84221(N)    077 54 49.42575(W) AD(       ) 1
 DG8644  NAD 83(2001)-  33 58 37.83108(N)    077 54 49.41374(W) AD(       ) 1
 DG8644  ELLIP H (12/29/04)  -33.884  (m)                       GP(       ) 4 1
 DG8644
 DG8644.Superseded values are not recommended for survey control.
 DG8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8644.See file dsdata.txt to determine how the superseded data were derived.
 DG8644
 DG8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3080863452(NAD 83)
 DG8644_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8644_STAMPING: ASSEMBLY 1994
 DG8644_MARK LOGO: NCGS  
 DG8644_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8644+STABILITY: SURFACE MOTION
 DG8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8644+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG8644
 DG8644  HISTORY     - Date     Condition        Report By
 DG8644  HISTORY     - 1994     MONUMENTED       NCGS
 DG8644
 DG8644                          STATION DESCRIPTION
 DG8644
 DG8644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8644'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF FORT FISHER AND
 DG8644'1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF KURE BEACH.  ALONG US 421 (FORT
 DG8644'FISHER BOULEVARD) FOR 1.7 MI (2.7 KM) SOUTH FROM KURE BEACH POST
 DG8644'OFFICE TO ASSEMBLY AVENUE, IN THE SOUTHWEST QUADRANT.  MARK IS ABOUT
 DG8644'LEVEL WITH HIGHWAY AND FLUSH WITH THE GROUND.  LOCATED 32.5 FT (9.9 M)
 DG8644'WEST-NORTHWEST OF THE CENTERLINE OF US 421, 45.0 FT (13.7 M)
 DG8644'SOUTH-SOUTHWEST OF THE CENTERLINE OF ASSEMBLY AVENUE, 9.3 FT (2.8 M)
 DG8644'SOUTH-SOUTHWEST OF SOUTH END OF CONCRETE HEADWALL--AND 100.8 FT (30.7
 DG8644'M) NORTHEAST OF A POWER POLE, 83.0 FT (25.3 M) NORTH-NORTHWEST OF A
 DG8644'POWER POLE ACROSS HIGHWAY--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3043 ***********************************************************************
 EY3043  DESIGNATION -  ASTON
 EY3043  PID         -  EY3043
 EY3043  STATE/COUNTY-  NC/WILSON
 EY3043  USGS QUAD   -  WILSON (1978)
 EY3043
 EY3043                         *CURRENT SURVEY CONTROL
 EY3043  ___________________________________________________________________
 EY3043* NAD 83(2001)-  35 40 41.60559(N)    077 57 11.53249(W)     ADJUSTED  
 EY3043* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 EY3043  ___________________________________________________________________
 EY3043  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EY3043  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EY3043  HORZ ORDER  -  SECOND
 EY3043
 EY3043.The horizontal coordinates were established by classical geodetic methods
 EY3043.and adjusted by the National Geodetic Survey in August 2005.
 EY3043
 EY3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3043
 EY3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3043
 EY3043.The geoid height was determined by GEOID03.
 EY3043
 EY3043;                    North         East     Units Scale Factor Converg.
 EY3043;SPC NC       -   214,399.924   704,354.969   MT  0.99990022   +0 36 15.0
 EY3043;SPC NC       -   703,410.42  2,310,871.26   sFT  0.99990022   +0 36 15.0
 EY3043;UTM  18      - 3,952,279.249   232,719.595   MT  1.00048042   -1 43 24.3
 EY3043;UTM  17      - 3,952,538.242   775,753.601   MT  1.00053713   +1 46 41.2
 EY3043
 EY3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3043!SPC NC       -   0.99999956  x   0.99990022  =   0.99989978
 EY3043!UTM  18      -   0.99999956  x   1.00048042  =   1.00047998
 EY3043!UTM  17      -   0.99999956  x   1.00053713  =   1.00053669
 EY3043
 EY3043:                Primary Azimuth Mark                     Grid Az
 EY3043:SPC NC       -  SHELL                                    024 00 06.0
 EY3043:UTM  18      -  SHELL                                    026 19 45.3
 EY3043:UTM  17      -  SHELL                                    022 49 39.8
 EY3043
 EY3043|---------------------------------------------------------------------|
 EY3043| PID    Reference Object                     Distance      Geod. Az  |
 EY3043|                                                           dddmmss.s |
 EY3043| EY3060 SHELL                               APPROX. 0.7 KM 0243621.0 |
 EY3043|---------------------------------------------------------------------|
 EY3043
 EY3043                          SUPERSEDED SURVEY CONTROL
 EY3043
 EY3043  NAD 83(1986)-  35 40 41.61370(N)    077 57 11.54246(W) AD(       ) 2
 EY3043  NAD 27      -  35 40 41.04329(N)    077 57 12.59731(W) AD(       ) 2
 EY3043  NGVD 29 (07/19/86)   38.0    (m)          125.     (f) VERT ANG    3  
 EY3043
 EY3043.Superseded values are not recommended for survey control.
 EY3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3043.See file dsdata.txt to determine how the superseded data were derived.
 EY3043
 EY3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3272052279(NAD 83)
 EY3043_MARKER: DE = TRAVERSE STATION DISK
 EY3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3043_STAMPING: ASTON 1967
 EY3043_MARK LOGO: NCGS  
 EY3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3043+STABILITY: SURFACE MOTION
 EY3043
 EY3043  HISTORY     - Date     Condition        Report By
 EY3043  HISTORY     - 1967     MONUMENTED       NCGS
 EY3043  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 EY3043  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY3043
 EY3043                          STATION DESCRIPTION
 EY3043
 EY3043'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY3043'ASTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3043'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EY3043'
 EY3043'ASTON IS LOCATED APPROXIMATELY 3.9 MILES SOUTHWEST OF THE CENTER
 EY3043'OF WILSON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EY3043'U.S. 117 WITH U.S. 301, GO SOUTHWEST ON U.S. 301 FOR 0.45 MILE TO
 EY3043'INTERSECTION OF SR 1173, AND STATION.  WHICH IS IN THE MEDIAN,
 EY3043'NORTHEAST OF CROSSOVER AT INTERSECTION ON NORTHWEST SHOULDER OF
 EY3043'NORTH BOUND LANE.
 EY3043'
 EY3043'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3043'ASTON 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3043'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3043'
 EY3043'MARK IS
 EY3043'
 EY3043'19.9 FT NW OF C/L OF U.S. 301 N BOUND LANE
 EY3043'
 EY3043'33.4 FT SE OF C/L OF U.S. 301 S BOUND LANE
 EY3043'
 EY3043'74.5 FT SSW OF 4X4 POST WITH DO NOT ENTER SIGN, WITH ALUMINUM
 EY3043'REF. TAG
 EY3043'
 EY3043'17.5 FT NE OF 4X4 POST WITH CAUTION SIGN, AND ALUMINUM REF. TAG
 EY3043'
 EY3043'74.6 FT E OF 4X4 POST WITH STOP SIGN IN TRAFFIC ISLAND AT
 EY3043'INTERSECTION OF SR 1173, WITH ALUMINUM REF. TAG
 EY3043'
 EY3043'49.7 FT NE OF C/L OF CROSSOVER
 EY3043
 EY3043                          STATION RECOVERY (1982)
 EY3043
 EY3043'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (AM)
 EY3043'THE STATION WAS DESTROYED BY VANDALS.  DISK FOUND NEAR THE MONUMENT
 EY3043'WHICH WAS DISTURBED.
 EY3043
 EY3043                          STATION RECOVERY (1988)
 EY3043
 EY3043'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY3043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2234 ***********************************************************************
 EY2234  DESIGNATION -  ASTOR
 EY2234  PID         -  EY2234
 EY2234  STATE/COUNTY-  NC/PITT
 EY2234  USGS QUAD   -  GREENVILLE SW (1981)
 EY2234
 EY2234                         *CURRENT SURVEY CONTROL
 EY2234  ___________________________________________________________________
 EY2234* NAD 83(2001)-  35 35 35.56227(N)    077 29 10.63088(W)     ADJUSTED  
 EY2234* NAVD 88     -        24.99   (+/-2cm)      82.0    (feet)  VERTCON   
 EY2234  ___________________________________________________________________
 EY2234  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 EY2234  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 EY2234  HORZ ORDER  -  SECOND
 EY2234  VERT ORDER  -  THIRD ? (See Below)
 EY2234
 EY2234.The horizontal coordinates were established by classical geodetic methods
 EY2234.and adjusted by the National Geodetic Survey in August 2005.
 EY2234
 EY2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2234.The vertical order pertains to the NGVD 29 superseded value.
 EY2234
 EY2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2234
 EY2234.The geoid height was determined by GEOID03.
 EY2234
 EY2234;                    North         East     Units Scale Factor Converg.
 EY2234;SPC NC       -   205,514.796   746,760.329   MT  0.99989029   +0 52 25.2
 EY2234;SPC NC       -   674,259.79  2,449,996.18   sFT  0.99989029   +0 52 25.2
 EY2234;UTM  18      - 3,941,676.783   274,748.790   MT  1.00022529   -1 26 51.7
 EY2234
 EY2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2234!SPC NC       -   1.00000168  x   0.99989029  =   0.99989197
 EY2234!UTM  18      -   1.00000168  x   1.00022529  =   1.00022698
 EY2234
 EY2234:                Primary Azimuth Mark                     Grid Az
 EY2234:SPC NC       -  CURVE                                    263 24 29.2
 EY2234:UTM  18      -  CURVE                                    265 43 46.1
 EY2234
 EY2234|---------------------------------------------------------------------|
 EY2234| PID    Reference Object                     Distance      Geod. Az  |
 EY2234|                                                           dddmmss.s |
 EY2234| EY2954 CURVE                               APPROX. 1.4 KM 2641654.4 |
 EY2234|---------------------------------------------------------------------|
 EY2234
 EY2234                          SUPERSEDED SURVEY CONTROL
 EY2234
 EY2234  NAD 83(1986)-  35 35 35.56967(N)    077 29 10.63976(W) AD(       ) 2
 EY2234  NAD 27      -  35 35 34.99519(N)    077 29 11.75171(W) AD(       ) 2
 EY2234  NGVD 29 (07/19/86)   25.34   (m)           83.1    (f) LEVELING    3  
 EY2234
 EY2234.Superseded values are not recommended for survey control.
 EY2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2234.See file dsdata.txt to determine how the superseded data were derived.
 EY2234
 EY2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7474941677(NAD 83)
 EY2234_MARKER: DE = TRAVERSE STATION DISK
 EY2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2234_STAMPING: ASTOR 1966
 EY2234_MARK LOGO: NCGS  
 EY2234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2234+STABILITY: SURFACE MOTION
 EY2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2234+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 EY2234
 EY2234  HISTORY     - Date     Condition        Report By
 EY2234  HISTORY     - 1966     MONUMENTED       NCGS
 EY2234  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY2234  HISTORY     - 19990428 SEE DESCRIPTION  NCGS
 EY2234
 EY2234                          STATION DESCRIPTION
 EY2234
 EY2234'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2234'ASTOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2234'THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2234'
 EY2234'ASTOR IS LOCATED APPROXIMATELY 6.1 MILES WEST OF GREENVILLE,
 EY2234'N. C. AND 1.5 MILES EAST OF ARTHUR, N. C. ALONG NORFOLK SOUTHERN
 EY2234'RR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1208
 EY2234'WITH SR 1200 AT NICHOLS STORE SOUTH ON SR 1208 WINDING ROAD FOR
 EY2234'0.95 MILES TO NORFOLK SOUTHERN RR CROSSING AND STATION.  THE
 EY2234'STATION IS LOCATED IN SW QUAD OF INTERSECTION OF NORFOLK
 EY2234'SOUTHERN RR AND SR 1208.  ON S SHOULDER OF RAILROAD BED AND W
 EY2234'SHOULDER OF SR 1208.
 EY2234'
 EY2234'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2234'ASTOR 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2234'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2234'
 EY2234'MARK IS
 EY2234'
 EY2234'3.95 FT S OF S RAIL OF NORFOLK SOUTHERN RR
 EY2234'
 EY2234'15.40 FT W OF C/L INTERSECTION OF S RAIL AND SR 1208
 EY2234'
 EY2234'27.70 FT WNW OF SE RAILROAD CAUTION SIGN WITH ALUMINUM REF. TAG
 EY2234'
 EY2234'21.75 FT S ON NW RAILROAD CAUTION SIGN WITH ALUMINUM REF. TAG
 EY2234'
 EY2234'62.0 FT SSE OF 24 IN PINE TREE WITH ALUMINUM REF. TAG
 EY2234'
 EY2234'53.90 FT SE OF TP WITH ALUMINUM REF. TAG
 EY2234
 EY2234                          STATION RECOVERY (1988)
 EY2234
 EY2234'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2234'MARK NOT FOUND.
 EY2234
 EY2234                          STATION RECOVERY (1999)
 EY2234
 EY2234'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2234'NOT FOUND, PROBABLY LOST TO ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2360 ***********************************************************************
 FX2360  DESIGNATION -  ASTRO
 FX2360  PID         -  FX2360
 FX2360  STATE/COUNTY-  NC/CAMDEN
 FX2360  USGS QUAD   -  ELIZABETH CITY (1982)
 FX2360
 FX2360                         *CURRENT SURVEY CONTROL
 FX2360  ___________________________________________________________________
 FX2360* NAD 83(2001)-  36 20 05.82660(N)    076 09 50.98547(W)     ADJUSTED  
 FX2360* NAVD 88     -         1.616  (meters)       5.30   (feet)  ADJUSTED  
 FX2360  ___________________________________________________________________
 FX2360  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 FX2360  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 FX2360  DYNAMIC HT  -           1.615 (meters)       5.30  (feet)  COMP
 FX2360  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 FX2360
 FX2360  HORZ ORDER  -  SECOND
 FX2360  VERT ORDER  -  FIRST     CLASS II
 FX2360
 FX2360.The horizontal coordinates were established by classical geodetic methods
 FX2360.and adjusted by the National Geodetic Survey in August 2005.
 FX2360
 FX2360.The orthometric height was determined by differential leveling
 FX2360.and adjusted in June 1991.
 FX2360
 FX2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2360
 FX2360.The geoid height was determined by GEOID03.
 FX2360
 FX2360.The dynamic height is computed by dividing the NAVD 88
 FX2360.geopotential number by the normal gravity value computed on the
 FX2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2360.degrees latitude (g = 980.6199 gals.).
 FX2360
 FX2360.The modeled gravity was interpolated from observed gravity values.
 FX2360
 FX2360;                    North         East     Units Scale Factor Converg.
 FX2360;SPC NC       -   290,404.295   864,183.597   MT  1.00005132   +1 38 12.3
 FX2360;SPC NC       -   952,768.09  2,835,242.35   sFT  1.00005132   +1 38 12.3
 FX2360;UTM  18      - 4,021,729.504   395,520.115   MT  0.99973449   -0 41 23.4
 FX2360
 FX2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2360!SPC NC       -   1.00000566  x   1.00005132  =   1.00005698
 FX2360!UTM  18      -   1.00000566  x   0.99973449  =   0.99974015
 FX2360
 FX2360                          SUPERSEDED SURVEY CONTROL
 FX2360
 FX2360  NAD 83(1993)-  36 20 05.83729(N)    076 09 50.99704(W) AD(       ) 2
 FX2360  NAD 83(1986)-  36 20 05.84467(N)    076 09 51.01490(W) AD(       ) 2
 FX2360  NGVD 29 (11/01/90)    1.90   (m)            6.2    (f) LEVELING    3  
 FX2360
 FX2360.Superseded values are not recommended for survey control.
 FX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2360.See file dsdata.txt to determine how the superseded data were derived.
 FX2360
 FX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9552021730(NAD 83)
 FX2360_MARKER: DE = TRAVERSE STATION DISK
 FX2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2360_SP_SET: CONCRETE POST
 FX2360_STAMPING: ASTRO 1978
 FX2360_MARK LOGO: NCGS  
 FX2360_PROJECTION: FLUSH
 FX2360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2360+STABILITY: SURFACE MOTION
 FX2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2360+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 FX2360
 FX2360  HISTORY     - Date     Condition        Report By
 FX2360  HISTORY     - 1978     MONUMENTED       NCGS
 FX2360  HISTORY     - 1979     GOOD             NCGS
 FX2360  HISTORY     - 20011204 SEE DESCRIPTION  NCGS
 FX2360
 FX2360                          STATION DESCRIPTION
 FX2360
 FX2360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2360'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE NORTHEAST OF CAMDEN AND
 FX2360'1.1 MILES SOUTHWEST OF BELCROSS.
 FX2360'
 FX2360'STATION IS LOCATED 0.65 MILES NORTHEAST ALONG US 158 FROM THE JUNCTION
 FX2360'OF NC 343 IN CAMDEN, IN THE SOUTH ISLAND OF ASTRO GAS STATION.
 FX2360'
 FX2360'STATION MARK IS A STANDARD DISK STAMPED---ASTRO 1978---SET IN TOP OF
 FX2360'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.  MARK IS
 FX2360'75 FEET NORTHWEST OF NORTHWEST RAIL, 74.9 FEET SOUTHWEST OF SOUTHWEST
 FX2360'END OF GAS PUMPS, 45.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 6.4
 FX2360'FEET SOUTH OF SOUTH CURB OF DRIVEWAY, 4.0 FEET NORTHWEST OF SOUTHEAST
 FX2360'CURB OF ISLAND, 43.3 FEET NORTHWEST OF POWER POLE WITH METER AND
 FX2360'REFERENCE TAG AND 71.0 FEET WEST-SOUTHWEST OF SOUTH POST OF GAS PUMP
 FX2360'SHELTER.
 FX2360
 FX2360                          STATION RECOVERY (1979)
 FX2360
 FX2360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2360'0.6 MI NE FROM CAMDEN.
 FX2360'0.65 MILES NORTHEAST ALONG U.S. 158 FROM THE JUNCTION OF N.C. 343 IN
 FX2360'CAMDEN, IN THE SOUTH ISLAND OF ASTRO GAS STATION, 75 FEET NORTHWEST
 FX2360'OF NORTHWEST RAIL, 74.9 FEET SOUTHWEST OF SOUTHWEST END OF GAS
 FX2360'PUMPS, 45.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 6.4 FEET
 FX2360'SOUTH OF SOUTH CURB OF DRIVEWAY, AND 4.0 FEET NORTHWEST OF SOUTHEAST
 FX2360'CURB OF ISLAND.
 FX2360'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2360
 FX2360                          STATION RECOVERY (2001)
 FX2360
 FX2360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2360'NOT FOUND PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4365 ***********************************************************************
 DF4365  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4365  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4365  DESIGNATION -  ASU BOONE CORS ARP
 DF4365  CORS_ID     -  ASUB
 DF4365  PID         -  DF4365
 DF4365  STATE/COUNTY-  NC/WATAUGA
 DF4365  USGS QUAD   -  BOONE (1994)
 DF4365
 DF4365                         *CURRENT SURVEY CONTROL
 DF4365  ___________________________________________________________________
 DF4365* NAD 83(CORS)-  36 12 50.84479(N)    081 40 54.64839(W)     ADJUSTED  
 DF4365* NAVD 88     -       989.12   (meters)    3245.1    (feet)  GPS OBS   
 DF4365  ___________________________________________________________________
 DF4365  EPOCH DATE  -        2002.00
 DF4365  X           -     745,449.787 (meters)                     COMP
 DF4365  Y           -  -5,098,563.231 (meters)                     COMP
 DF4365  Z           -   3,747,953.211 (meters)                     COMP
 DF4365  ELLIP HEIGHT-         957.929 (meters)          (03/??/03) ADJUSTED
 DF4365  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DF4365  HORZ ORDER  -  SPECIAL (CORS)
 DF4365  ELLP ORDER  -  SPECIAL (CORS)
 DF4365
 DF4365.ITRF positions are available for this station.
 DF4365.The coordinates were established by GPS observations
 DF4365.and adjusted by the National Geodetic Survey in March 2003.
 DF4365.The coordinates are valid at the epoch date displayed above.
 DF4365.The epoch date for horizontal control is a decimal equivalence
 DF4365.of Year/Month/Day.
 DF4365
 DF4365.The orthometric height was determined by GPS observations and a
 DF4365.high-resolution geoid model.
 DF4365.The orthometric height was determined by GPS observations and a
 DF4365.high-resolution geoid model using precise GPS observation and
 DF4365.processing techniques.
 DF4365
 DF4365.The PID for the CORS L1 Phase Center is DF4366.
 DF4365
 DF4365.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4365
 DF4365.The ellipsoidal height was determined by GPS observations
 DF4365.and is referenced to NAD 83.
 DF4365
 DF4365.The geoid height was determined by GEOID03.
 DF4365
 DF4365;                    North         East     Units Scale Factor Converg.
 DF4365;SPC NC       -   276,616.961   368,477.439   MT  1.00001359   -1 32 52.4
 DF4365;SPC NC       -   907,534.15  1,208,913.06   sFT  1.00001359   -1 32 52.4
 DF4365
 DF4365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4365!SPC NC       -   0.99984968  x   1.00001359  =   0.99986327
 DF4365
 DF4365                          SUPERSEDED SURVEY CONTROL
 DF4365
 DF4365.No superseded survey control is available for this station.
 DF4365
 DF4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3871307914(NAD 83)
 DF4365_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4365
 DF4365                          STATION DESCRIPTION
 DF4365
 DF4365'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF4365'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4365'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4365'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4365'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4365'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4366 ***********************************************************************
 DF4366  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4366  DESIGNATION -  ASU-BOONE CORS L1 PHASE CENTER
 DF4366  CORS_ID     -  ASUB
 DF4366  PID         -  DF4366
 DF4366  STATE/COUNTY-  NC/WATAUGA
 DF4366  USGS QUAD   -  BOONE (1994)
 DF4366
 DF4366                         *CURRENT SURVEY CONTROL
 DF4366  ___________________________________________________________________
 DF4366* NAD 83(CORS)-  36 12 50.84478(N)    081 40 54.64843(W)     ADJUSTED  
 DF4366* NAVD 88     -              **(meters)            **(feet)            
 DF4366  ___________________________________________________________________
 DF4366  EPOCH DATE  -        2002.00
 DF4366  X           -     745,449.795 (meters)                     COMP
 DF4366  Y           -  -5,098,563.290 (meters)                     COMP
 DF4366  Z           -   3,747,953.254 (meters)                     COMP
 DF4366  ELLIP HEIGHT-         958.002 (meters)          (03/??/03) ADJUSTED
 DF4366  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 DF4366  HORZ ORDER  -  SPECIAL (CORS)
 DF4366  ELLP ORDER  -  SPECIAL (CORS)
 DF4366
 DF4366.ITRF positions are available for this station.
 DF4366.The coordinates were established by GPS observations
 DF4366.and adjusted by the National Geodetic Survey in March 2003.
 DF4366.The coordinates are valid at the epoch date displayed above.
 DF4366.The epoch date for horizontal control is a decimal equivalence
 DF4366.of Year/Month/Day.
 DF4366
 DF4366
 DF4366.The PID for the CORS ARP is DF4365.
 DF4366
 DF4366.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4366
 DF4366.The ellipsoidal height was determined by GPS observations
 DF4366.and is referenced to NAD 83.
 DF4366
 DF4366.The geoid height was determined by GEOID03.
 DF4366
 DF4366;                    North         East     Units Scale Factor Converg.
 DF4366;SPC NC       -   276,616.960   368,477.438   MT  1.00001359   -1 32 52.4
 DF4366;SPC NC       -   907,534.14  1,208,913.06   sFT  1.00001359   -1 32 52.4
 DF4366
 DF4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4366!SPC NC       -   0.99984967  x   1.00001359  =   0.99986326
 DF4366
 DF4366                          SUPERSEDED SURVEY CONTROL
 DF4366
 DF4366.No superseded survey control is available for this station.
 DF4366
 DF4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3871307914(NAD 83)
 DF4366_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF4366
 DF4366                          STATION DESCRIPTION
 DF4366
 DF4366'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF4366'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF4366'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF4366'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF4366'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF4366'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4153 ***********************************************************************
 FY4153  DESIGNATION -  ASWELL
 FY4153  PID         -  FY4153
 FY4153  STATE/COUNTY-  NC/ROCKINGHAM
 FY4153  USGS QUAD   -  REIDSVILLE (1994)
 FY4153
 FY4153                         *CURRENT SURVEY CONTROL
 FY4153  ___________________________________________________________________
 FY4153* NAD 83(2001)-  36 22 25.97754(N)    079 39 00.84636(W)     ADJUSTED  
 FY4153* NAVD 88     -       214.8    (meters)     705.     (feet)  VERTCON   
 FY4153  ___________________________________________________________________
 FY4153  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 FY4153  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY4153  HORZ ORDER  -  SECOND
 FY4153
 FY4153.The horizontal coordinates were established by classical geodetic methods
 FY4153.and adjusted by the National Geodetic Survey in August 2005.
 FY4153
 FY4153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4153
 FY4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4153
 FY4153.The geoid height was determined by GEOID03.
 FY4153
 FY4153;                    North         East     Units Scale Factor Converg.
 FY4153;SPC NC       -   291,279.079   551,248.268   MT  1.00006443   -0 22 31.1
 FY4153;SPC NC       -   955,638.11  1,808,553.69   sFT  1.00006443   -0 22 31.1
 FY4153;UTM  17      - 4,026,264.681   621,077.641   MT  0.99978062   +0 48 02.1
 FY4153
 FY4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4153!SPC NC       -   0.99997130  x   1.00006443  =   1.00003573
 FY4153!UTM  17      -   0.99997130  x   0.99978062  =   0.99975193
 FY4153
 FY4153                          SUPERSEDED SURVEY CONTROL
 FY4153
 FY4153  NAD 83(1993)-  36 22 25.98031(N)    079 39 00.84960(W) AD(       ) 2
 FY4153  NAD 83(1986)-  36 22 25.98342(N)    079 39 00.85343(W) AD(       ) 2
 FY4153  NGVD 29 (01/17/91)  215.0    (m)          705.     (f) VERT ANG    3  
 FY4153
 FY4153.Superseded values are not recommended for survey control.
 FY4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4153.See file dsdata.txt to determine how the superseded data were derived.
 FY4153
 FY4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2107826265(NAD 83)
 FY4153_MARKER: DE = TRAVERSE STATION DISK
 FY4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4153_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4153+STABILITY: SURFACE MOTION
 FY4153
 FY4153  HISTORY     - Date     Condition        Report By
 FY4153  HISTORY     - 1978     MONUMENTED       NCGS
 FY4153  HISTORY     - 19960912 MARK NOT FOUND   USPSQD
 FY4153  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FY4153
 FY4153                          STATION DESCRIPTION
 FY4153
 FY4153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4153'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF
 FY4153'REIDSVILLE.
 FY4153'
 FY4153'TO REACH THE STATION FROM THE US 158 OVERPASS OF US 29 BYPASS, EAST OF
 FY4153'REIDSVILLE, PROCEED NORTHWESTERLY ALONG US 158 AND NC 14 FOR
 FY4153'1.65 MILES TO STATION ON THE RIGHT, ON NORTHWEST SLOPE OF A 50 FOOT
 FY4153'CUT AND 0.35 MILE EAST OF THE MARKET STREET OVERPASS.
 FY4153'
 FY4153'STATION MARK IS A STANDARD DISK STAMPED---ASWELL 1978---, SET IN THE
 FY4153'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND
 FY4153'SURFACE AND 12 FEET HIGHER THAN THE ROAD SURFACE.  THE MARK IS
 FY4153'74.8 FEET NORTHEAST OF THE CENTERLINE OF NC 14, 3.0 FEET SOUTHWEST OF
 FY4153'METAL WITNESS POST WITH REFERENCE TAG, 68.3 FEET WEST-NORTHWEST OF AN
 FY4153'8 INCH MAPLE WITH REFERENCE TAG, 26.7 FEET WEST OF A 5 INCH SOURWOOD
 FY4153'WITH REFERENCE TAG AND 17.6 FEET SOUTH-SOUTHEAST OF A 4 IN MAPLE WITH
 FY4153'REFERENCE TAG.
 FY4153
 FY4153                          STATION RECOVERY (1996)
 FY4153
 FY4153'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY4153'MARK NOT FOUND.
 FY4153
 FY4153                          STATION RECOVERY (2004)
 FY4153
 FY4153'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4153'ROAD HAS BEEN WIDENED TO 5 LANES
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6534 ***********************************************************************
 EZ6534  DESIGNATION -  ATHENS
 EZ6534  PID         -  EZ6534
 EZ6534  STATE/COUNTY-  NC/WAKE
 EZ6534  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6534
 EZ6534                         *CURRENT SURVEY CONTROL
 EZ6534  ___________________________________________________________________
 EZ6534* NAD 83(2001)-  35 46 25.42857(N)    078 42 57.20022(W)     ADJUSTED  
 EZ6534* NAVD 88     -       135.3    (meters)     444.     (feet)  VERTCON   
 EZ6534  ___________________________________________________________________
 EZ6534  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 EZ6534  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EZ6534  HORZ ORDER  -  SECOND
 EZ6534
 EZ6534.The horizontal coordinates were established by classical geodetic methods
 EZ6534.and adjusted by the National Geodetic Survey in August 2005.
 EZ6534
 EZ6534.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6534
 EZ6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6534
 EZ6534.The geoid height was determined by GEOID03.
 EZ6534
 EZ6534;                    North         East     Units Scale Factor Converg.
 EZ6534;SPC NC       -   224,532.913   635,288.452   MT  0.99991399   +0 09 50.3
 EZ6534;SPC NC       -   736,655.07  2,084,275.53   sFT  0.99991399   +0 09 50.3
 EZ6534;UTM  17      - 3,961,258.843   706,465.417   MT  1.00012531   +1 20 08.6
 EZ6534
 EZ6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6534!SPC NC       -   0.99998389  x   0.99991399  =   0.99989788
 EZ6534!UTM  17      -   0.99998389  x   1.00012531  =   1.00010919
 EZ6534
 EZ6534                          SUPERSEDED SURVEY CONTROL
 EZ6534
 EZ6534  NAD 83(1986)-  35 46 25.43162(N)    078 42 57.20950(W) AD(       ) 2
 EZ6534  NGVD 29 (12/28/92)  135.5    (m)          445.     (f) VERT ANG    3  
 EZ6534
 EZ6534.Superseded values are not recommended for survey control.
 EZ6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6534.See file dsdata.txt to determine how the superseded data were derived.
 EZ6534
 EZ6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0646561259(NAD 83)
 EZ6534_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6534_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6534+WITH SETTING: PAVEMENT
 EZ6534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6534+STABILITY: SURFACE MOTION
 EZ6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6534+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ6534
 EZ6534  HISTORY     - Date     Condition        Report By
 EZ6534  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6534  HISTORY     - 20051212 GOOD             USPSQD
 EZ6534  HISTORY     - 20060205 GOOD             GEOCAC
 EZ6534
 EZ6534                          STATION DESCRIPTION
 EZ6534
 EZ6534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6534'AT THE ATHENS DRIVE OVERPASS OF US 1-US 64 IN THE SOUTHWEST BRIDGE
 EZ6534'FLOOR.
 EZ6534'
 EZ6534'THE STATION IS A STANDARD NCGS DISK STAMPED---ATHENS 1984---,
 EZ6534'SET INTO A DRILLED HOLE.  LOCATED
 EZ6534'3.6 METERS (11.7 FT) SOUTHWEST OF THE CENTERLINE OF THE BRIDGE,
 EZ6534'14.6 METERS (47.9 FT) NORTHWEST OF THE SOUTHEAST END OF A WHEEL
 EZ6534'GUARD, AND
 EZ6534'1.4 METERS (4.4 FT) NORTHEAST OF THE BRIDGE RAIL POST.
 EZ6534'
 EZ6534'MARK IS 1 FT ABOVE HIGHWAY.
 EZ6534
 EZ6534                          STATION RECOVERY (2005)
 EZ6534
 EZ6534'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6534'RECOVERED IN GOOD CONDITION.
 EZ6534
 EZ6534                          STATION RECOVERY (2006)
 EZ6534
 EZ6534'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ6534'RECOVERED AS DESCRIBED, EXCEPT MARK IS FLUSH IN BRIDGE FLOOR. (NOT 1
 EZ6534'FT ABOVE HIGHWAY.)
 EZ6534' 
 EZ6534' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2991 ***********************************************************************
 FB2991  DESIGNATION -  ATHLETIC
 FB2991  PID         -  FB2991
 FB2991  STATE/COUNTY-  NC/BUNCOMBE
 FB2991  USGS QUAD   -  SKYLAND (1991)
 FB2991
 FB2991                         *CURRENT SURVEY CONTROL
 FB2991  ___________________________________________________________________
 FB2991* NAD 83(2001)-  35 28 58.90418(N)    082 32 26.41269(W)     ADJUSTED  
 FB2991* NAVD 88     -       673.6    (meters)    2210.     (feet)  VERTCON   
 FB2991  ___________________________________________________________________
 FB2991  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 FB2991  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB2991  HORZ ORDER  -  SECOND
 FB2991
 FB2991.The horizontal coordinates were established by classical geodetic methods
 FB2991.and adjusted by the National Geodetic Survey in August 2005.
 FB2991
 FB2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2991
 FB2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2991
 FB2991.The geoid height was determined by GEOID03.
 FB2991
 FB2991;                    North         East     Units Scale Factor Converg.
 FB2991;SPC NC       -   197,974.417   288,397.255   MT  0.99988071   -2 02 36.9
 FB2991;SPC NC       -   649,521.07    946,183.33   sFT  0.99988071   -2 02 36.9
 FB2991;UTM  17      - 3,927,702.176   360,236.919   MT  0.99984072   -0 53 40.0
 FB2991
 FB2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2991!SPC NC       -   0.99989897  x   0.99988071  =   0.99977970
 FB2991!UTM  17      -   0.99989897  x   0.99984072  =   0.99973971
 FB2991
 FB2991                          SUPERSEDED SURVEY CONTROL
 FB2991
 FB2991  NAD 83(1995)-  35 28 58.90669(N)    082 32 26.41236(W) AD(       ) 2
 FB2991  NAD 83(1986)-  35 28 58.91126(N)    082 32 26.40878(W) AD(       ) 2
 FB2991  NAD 27      -  35 28 58.50280(N)    082 32 26.97272(W) AD(       ) 2
 FB2991  NGVD 29 (07/19/86)  673.7    (m)         2210.     (f) VERT ANG    3  
 FB2991
 FB2991.Superseded values are not recommended for survey control.
 FB2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2991.See file dsdata.txt to determine how the superseded data were derived.
 FB2991
 FB2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6023727702(NAD 83)
 FB2991_MARKER: DE = TRAVERSE STATION DISK
 FB2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2991_STAMPING: ATHLETIC 1967
 FB2991_MARK LOGO: NCGS  
 FB2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2991+STABILITY: SURFACE MOTION
 FB2991
 FB2991  HISTORY     - Date     Condition        Report By
 FB2991  HISTORY     - 1967     MONUMENTED       NCGS
 FB2991  HISTORY     - 1982     GOOD             NCGS
 FB2991  HISTORY     - 19950819 GOOD             USPSQD
 FB2991
 FB2991                          STATION DESCRIPTION
 FB2991
 FB2991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB2991'ATHLETIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2991'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2991'
 FB2991'ATHLETIC IS LOCATED APPROXIMATELY 0.9 MILE WEST OF INTERSECTION OF NC
 FB2991'280 AND US 25 IN SKYLAND. TO REACH STATION PROCEED FROM THE
 FB2991'INTERSECTION OF NC 280 WITH US 25 IN SKYLAND WEST ON NC 280 FOR 0.85
 FB2991'MILE TO WEST SIDE OF VALLEY SPRINGS SCHOOL, AND STATION, WHICH
 FB2991'IS LOCATED IN THE SOUTHWEST CORNER OF GROUNDS AT EDGE OF CUT NEXT TO
 FB2991'CENTER BALL DIAMOND AND WEST OF WEST SCHOOL DRIVEWAY.
 FB2991'
 FB2991'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2991'ATHLETIC 1967, SET IN THE TOP OF A CONCRETE CYLINDER,
 FB2991'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB2991'
 FB2991'MARK IS
 FB2991'32.5 FEET W OF
 FB2991'WEST DRIVEWAY TO SCHOOL,
 FB2991'39.8 FEET NW OF PP WITH ALUMINUM
 FB2991'REF. TAG,
 FB2991'23.9 FEET NW OF 6 INCH POPLAR TREE WITH ALUMINUM
 FB2991'REF. TAG,
 FB2991'39.5 FEET NE OF PP FOR NIGHT LIGHTS AT BALL DIAMOND, WITH ALUMINUM
 FB2991'REF. TAG, 63.1 FEET SE OF
 FB2991'PP FOR NIGHT LIGHTS AT BALL DIAMOND, WITH ALUMINUM REF. TAG.
 FB2991
 FB2991                          STATION RECOVERY (1982)
 FB2991
 FB2991'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL)
 FB2991'THE STATION WAS RECOVERED IN GOOD CONDITION, WITH FOLLOWING CHANGES
 FB2991'TO THE REFERENCES,MARK IS ALSO 1.5 FEET WEST IF A CHAIN LINK FENCE
 FB2991'AND NOW PROTRUDES ABOVE THE GROUND BY 1.0 FOOT.
 FB2991
 FB2991                          STATION RECOVERY (1995)
 FB2991
 FB2991'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB2991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5465 ***********************************************************************
 EZ5465  DESIGNATION -  ATHLETIC
 EZ5465  PID         -  EZ5465
 EZ5465  STATE/COUNTY-  NC/DURHAM
 EZ5465  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ5465
 EZ5465                         *CURRENT SURVEY CONTROL
 EZ5465  ___________________________________________________________________
 EZ5465* NAD 83(2001)-  35 59 44.95592(N)    078 56 49.80822(W)     ADJUSTED  
 EZ5465* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 EZ5465  ___________________________________________________________________
 EZ5465  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 EZ5465  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 EZ5465  HORZ ORDER  -  SECOND
 EZ5465
 EZ5465.The horizontal coordinates were established by classical geodetic methods
 EZ5465.and adjusted by the National Geodetic Survey in August 2005.
 EZ5465
 EZ5465.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5465
 EZ5465.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5465
 EZ5465.The geoid height was determined by GEOID03.
 EZ5465
 EZ5465;                    North         East     Units Scale Factor Converg.
 EZ5465;SPC NC       -   249,138.313   614,364.708   MT  0.99995680   +0 01 49.8
 EZ5465;SPC NC       -   817,381.28  2,015,628.21   sFT  0.99995680   +0 01 49.8
 EZ5465;UTM  17      - 3,985,433.660   685,038.890   MT  1.00002191   +1 12 24.6
 EZ5465
 EZ5465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5465!SPC NC       -   0.99998540  x   0.99995680  =   0.99994220
 EZ5465!UTM  17      -   0.99998540  x   1.00002191  =   1.00000731
 EZ5465
 EZ5465|---------------------------------------------------------------------|
 EZ5465| PID    Reference Object                     Distance      Geod. Az  |
 EZ5465|                                                           dddmmss.s |
 EZ5465| EZ5476 DUKE RM 2 AZIMUTH                   193.860 METERS 10742     |
 EZ5465| EZ5466 AUGUST                              APPROX. 1.1 KM 2885153.1 |
 EZ5465|---------------------------------------------------------------------|
 EZ5465
 EZ5465                          SUPERSEDED SURVEY CONTROL
 EZ5465
 EZ5465  NAD 83(1986)-  35 59 44.95976(N)    078 56 49.81516(W) AD(       ) 2
 EZ5465  NAD 27      -  35 59 44.44690(N)    078 56 50.78767(W) AD(       ) 2
 EZ5465  NGVD 29 (07/19/86)  124.4    (m)          408.     (f) VERT ANG    3  
 EZ5465
 EZ5465.Superseded values are not recommended for survey control.
 EZ5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5465.See file dsdata.txt to determine how the superseded data were derived.
 EZ5465
 EZ5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8503985434(NAD 83)
 EZ5465_MARKER: DE = TRAVERSE STATION DISK
 EZ5465_SETTING: 0 = UNSPECIFIED SETTING
 EZ5465_STAMPING: ATHELTIC 1961
 EZ5465_MARK LOGO: NCGS  
 EZ5465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5465
 EZ5465  HISTORY     - Date     Condition        Report By
 EZ5465  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5465  HISTORY     - 20071231 MARK NOT FOUND   GEOCAC
 EZ5465
 EZ5465                          STATION DESCRIPTION
 EZ5465
 EZ5465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5465'ATHLETIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5465'ESTABLISHED IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5465'
 EZ5465'ATHLETIC IS LOCATED APPROXIMATELY 2.3 MILES WEST OF THE
 EZ5465'CENTER OF DURHAM IN ATHLETIC FIELD.  TO REACH STATION PROCEED
 EZ5465'FROM THE INTERSECTION OF U.S. 15-501 BYPASS AND NC 751 EAST
 EZ5465'ON NC 751 FOR 0.7 MILE TO DUKE UNIVERSITY HOSPITAL EMERGENCY
 EZ5465'ENTRANCE.  THE STATION IS IN NORTHWEST QUADRANT FORMED BY
 EZ5465'INTERSECTION.  IN MIDDLE OF ATHLETIC PRACTICE FIELD ON TANGENT
 EZ5465'WITH NC 751 WEST TOWARD U.S. 15-501 BYPASS.
 EZ5465'
 EZ5465'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS
 EZ5465'TRAVERSE DISK, STAMPED ATHLETIC 1961, WHICH IS 1 INCH ABOVE
 EZ5465'THE SURFACE OF THE GROUND.
 EZ5465'
 EZ5465'MARK IS
 EZ5465'
 EZ5465'159.5 FT NE OF 14 INCH BLAZED OAK TREE WITH ALUMINUM REF. TAG,
 EZ5465'THE 5TH TREE WEST OF INTERSECTION.
 EZ5465'
 EZ5465'163.0 FT NE OF 24 INCH OAK TREE, THE 4TH TREE WEST OF
 EZ5465'INTERSECTION
 EZ5465'
 EZ5465'165.0 FT W OF N CURB AT DRIVEWAY ENTRANCE ON W SIDE OF ROAD
 EZ5465'
 EZ5465'156.1 FT NE OF POST OF ENTRANCE OF ATHLETIC PRACTICE FIELD
 EZ5465'OFF OF NC 751
 EZ5465
 EZ5465                          STATION RECOVERY (2007)
 EZ5465
 EZ5465'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5465'THE COORDINATES FALL UNDER PAVEMENT IN A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3179 ***********************************************************************
 FA3179  DESIGNATION -  ATKENS
 FA3179  PID         -  FA3179
 FA3179  STATE/COUNTY-  NC/MECKLENBURG
 FA3179  USGS QUAD   -  LAKE WYLIE (1993)
 FA3179
 FA3179                         *CURRENT SURVEY CONTROL
 FA3179  ___________________________________________________________________
 FA3179* NAD 83(2001)-  35 04 14.62291(N)    081 00 01.49641(W)     ADJUSTED  
 FA3179* NAVD 88     -       223.3    (meters)     733.     (feet)  VERTCON   
 FA3179  ___________________________________________________________________
 FA3179  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 FA3179  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FA3179  HORZ ORDER  -  SECOND
 FA3179
 FA3179.The horizontal coordinates were established by classical geodetic methods
 FA3179.and adjusted by the National Geodetic Survey in August 2005.
 FA3179
 FA3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3179
 FA3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3179
 FA3179.The geoid height was determined by GEOID03.
 FA3179
 FA3179;                    North         East     Units Scale Factor Converg.
 FA3179;SPC NC       -   148,346.488   427,178.897   MT  0.99987756   -1 09 16.5
 FA3179;SPC NC       -   486,700.10  1,401,502.76   sFT  0.99987756   -1 09 16.5
 FA3179;UTM  17      - 3,880,886.642   499,962.102   MT  0.99960000   -0 00 00.9
 FA3179
 FA3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3179!SPC NC       -   0.99996975  x   0.99987756  =   0.99984732
 FA3179!UTM  17      -   0.99996975  x   0.99960000  =   0.99956976
 FA3179
 FA3179|---------------------------------------------------------------------|
 FA3179| PID    Reference Object                     Distance      Geod. Az  |
 FA3179|                                                           dddmmss.s |
 FA3179| FA3181 ZOAR                                329.232 METERS 31929     |
 FA3179|---------------------------------------------------------------------|
 FA3179
 FA3179                          SUPERSEDED SURVEY CONTROL
 FA3179
 FA3179  NAD 83(1986)-  35 04 14.64838(N)    081 00 01.51409(W) AD(       ) 2
 FA3179  NAD 27      -  35 04 14.11026(N)    081 00 02.23161(W) AD(       ) 2
 FA3179  NGVD 29 (07/19/86)  223.5    (m)          733.     (f) VERT ANG    3  
 FA3179
 FA3179.Superseded values are not recommended for survey control.
 FA3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3179.See file dsdata.txt to determine how the superseded data were derived.
 FA3179
 FA3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9996280887(NAD 83)
 FA3179_MARKER: DE = TRAVERSE STATION DISK
 FA3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3179_STAMPING: ATKENS 1970
 FA3179_MARK LOGO: NCGS  
 FA3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3179+STABILITY: SURFACE MOTION
 FA3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3179+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 FA3179
 FA3179  HISTORY     - Date     Condition        Report By
 FA3179  HISTORY     - 1970     MONUMENTED       NCGS
 FA3179  HISTORY     - 1985     GOOD             USPSQD
 FA3179  HISTORY     - 19950716 GOOD             USPSQD
 FA3179  HISTORY     - 19971227 GOOD             USPSQD
 FA3179  HISTORY     - 20041120 GOOD             USPSQD
 FA3179
 FA3179                          STATION DESCRIPTION
 FA3179
 FA3179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA3179'ATKENS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA3179'VICINITY OF PINEVILLE, NORTH CAROLINA.
 FA3179'
 FA3179'ATKENS IS LOCATED 6.3 MILES WEST OF PINEVILLE AND 14.1 MILES
 FA3179'SOUTHWEST OF CHARLOTTE.  TO REACH STATION PROCEED FROM THE
 FA3179'INTERSECTION OF NC 49 AND NC 160, GO SOUTHWEST ON NC 49 FOR 1.05
 FA3179'MILES TO INTERSECTION WITH SR 1109, PROCEED SOUTH ON SR 1109 FOR 0.4
 FA3179'MILE TO INTERSECTION OF SR 1102, PROCEED SOUTH ON SR 1102 (YOUNGBLOOD
 FA3179'RD.) FOR 0.7 MILE TO INTERSECTION OF SR 1105 (ALSO CALLED YOUNGBLOOD
 FA3179'RD.), PROCEED SOUTH ON SR 1105 FOR 0.7 MILE TO STATION ON RIGHT,
 FA3179'ON SOUTHEAST CORNER OF LAWN IN FRONT OF ONE STORY WHITE
 FA3179'FRAME HOUSE, AND 0.1 MILE NORTH OF INTERSECTION OF SR 1105 AND NORTH
 FA3179'CAROLINA STATE LINE.
 FA3179'
 FA3179'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ATKENS
 FA3179'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA3179'FLUSH WITH THE SURFACE OF THE GROUND.
 FA3179'
 FA3179'MARK IS
 FA3179'28.8 FEET SW OF C/L OF SR 1105 (YOUNGBLOOD RD.).
 FA3179'120.5 FEET SE OF C/L OF DRIVE.
 FA3179'60.8 FEET SW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 FA3179'107.6 FEET SE OF ALUMINUM REF. TAG ON PP NO. 97.
 FA3179'74.6 FEET SE OF BASE OF 15 INCH CEDAR TREE.
 FA3179'21.7 FEET NE OF BASE OF 10 INCH PECAN TREE.
 FA3179'77.5 FEET E OF SE CORNER OF HOUSE.
 FA3179
 FA3179                          STATION RECOVERY (1985)
 FA3179
 FA3179'RECOVERY NOTE BY US POWER SQUADRON 1985 (MM)
 FA3179'RECOVERED IN GOOD CONDITION.
 FA3179
 FA3179                          STATION RECOVERY (1995)
 FA3179
 FA3179'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3179'RECOVERED IN GOOD CONDITION.
 FA3179
 FA3179                          STATION RECOVERY (1997)
 FA3179
 FA3179'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3179'RECOVERED IN GOOD CONDITION.
 FA3179
 FA3179                          STATION RECOVERY (2004)
 FA3179
 FA3179'RECOVERY NOTE BY US POWER SQUADRON 2004 (HWP)
 FA3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1278 ***********************************************************************
 EZ1278  DESIGNATION -  ATKIN
 EZ1278  PID         -  EZ1278
 EZ1278  STATE/COUNTY-  NC/LEE
 EZ1278  USGS QUAD   -  COLON (1981)
 EZ1278
 EZ1278                         *CURRENT SURVEY CONTROL
 EZ1278  ___________________________________________________________________
 EZ1278* NAD 83(2001)-  35 36 41.21783(N)    079 07 29.75351(W)     ADJUSTED  
 EZ1278* NAVD 88     -       120.595  (meters)     395.65   (feet)  ADJUSTED  
 EZ1278  ___________________________________________________________________
 EZ1278  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 EZ1278  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 EZ1278  DYNAMIC HT  -         120.491 (meters)     395.31  (feet)  COMP
 EZ1278  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 EZ1278
 EZ1278  HORZ ORDER  -  SECOND
 EZ1278  VERT ORDER  -  SECOND    CLASS 0
 EZ1278
 EZ1278.The horizontal coordinates were established by classical geodetic methods
 EZ1278.and adjusted by the National Geodetic Survey in August 2005.
 EZ1278
 EZ1278.The orthometric height was determined by differential leveling
 EZ1278.and adjusted in June 1991.
 EZ1278
 EZ1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1278
 EZ1278.The geoid height was determined by GEOID03.
 EZ1278
 EZ1278.The dynamic height is computed by dividing the NAVD 88
 EZ1278.geopotential number by the normal gravity value computed on the
 EZ1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1278.degrees latitude (g = 980.6199 gals.).
 EZ1278
 EZ1278.The modeled gravity was interpolated from observed gravity values.
 EZ1278
 EZ1278;                    North         East     Units Scale Factor Converg.
 EZ1278;SPC NC       -   206,499.445   598,283.160   MT  0.99989224   -0 04 19.6
 EZ1278;SPC NC       -   677,490.26  1,962,867.33   sFT  0.99989224   -0 04 19.6
 EZ1278;UTM  17      - 3,942,472.386   669,830.395   MT  0.99995543   +1 05 31.5
 EZ1278
 EZ1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1278!SPC NC       -   0.99998601  x   0.99989224  =   0.99987826
 EZ1278!UTM  17      -   0.99998601  x   0.99995543  =   0.99994144
 EZ1278
 EZ1278|---------------------------------------------------------------------|
 EZ1278| PID    Reference Object                     Distance      Geod. Az  |
 EZ1278|                                                           dddmmss.s |
 EZ1278| EZ1277 HEARN                               339.003 METERS 05356     |
 EZ1278|---------------------------------------------------------------------|
 EZ1278
 EZ1278                          SUPERSEDED SURVEY CONTROL
 EZ1278
 EZ1278  NAD 83(1986)-  35 36 41.22173(N)    079 07 29.76082(W) AD(       ) 2
 EZ1278  NAD 27      -  35 36 40.68409(N)    079 07 30.69978(W) AD(       ) 2
 EZ1278  NGVD 29 (??/??/92)  120.818  (m)          396.38   (f) ADJ UNCH    2 0
 EZ1278
 EZ1278.Superseded values are not recommended for survey control.
 EZ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1278.See file dsdata.txt to determine how the superseded data were derived.
 EZ1278
 EZ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6983042472(NAD 83)
 EZ1278_MARKER: DE = TRAVERSE STATION DISK
 EZ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1278_STAMPING: ATKIN 1970
 EZ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1278+STABILITY: SURFACE MOTION
 EZ1278
 EZ1278  HISTORY     - Date     Condition        Report By
 EZ1278  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1278  HISTORY     - 1971     GOOD             NCGS
 EZ1278  HISTORY     - 20041009 MARK NOT FOUND   GEOCAC
 EZ1278
 EZ1278                          STATION DESCRIPTION
 EZ1278
 EZ1278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1278'ATKIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1278'VICINITY OF MONCURE, NORTH CAROLINA.
 EZ1278'
 EZ1278'ATKIN IS LOCATED APPROXIMATELY 1.0 MILE WEST OF MONCURE.  TO REACH
 EZ1278'STATION PROCEED FROM THE INTERSECTION OF US 1 WITH US 15, US 501 AND
 EZ1278'NC 87 APPROXIMATELY 6 MILES NORTH OF SANFORD, GO NORTHEAST ON US 1
 EZ1278'FOR 5.0 MILES TO SR 1423, CONTINUE NORTHEAST ON US 1 FOR 0.7 MILE
 EZ1278'TO STATION ON THE LEFT, ON THE BANK ON THE NORTH SIDE OF A LARGE
 EZ1278'PEPSI-COLA SIGN, DIRECTLY ACROSS HIGHWAY FROM A LANE LEADING
 EZ1278'INTO WOODS.
 EZ1278'
 EZ1278'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ATKIN
 EZ1278'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ1278'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1278'
 EZ1278'MARK IS--
 EZ1278'43.6 FEET NW OF C/L OF US 1.
 EZ1278'16.8 FEET E OF ALUMINUM REF. TAG ON SE POST FOR PEPSI-COLA SIGN.
 EZ1278'30.9 FEET SE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE.
 EZ1278'39.9 FEET SSW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 EZ1278'138.2 FEET NNE OF ALUMINUM REF. TAG ON PP.
 EZ1278
 EZ1278                          STATION RECOVERY (1971)
 EZ1278
 EZ1278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1278'2.9 MI SW FROM MONCURE.
 EZ1278'STATION IS ABOUT 0.7 MI. NE ALONG U.S. 1 FROM INTERSECTION WITH
 EZ1278'SR 1423, ABOUT 1.6 MI. W OF JUNCTION OF U.S. 1 AND SR 1435
 EZ1278'(OLD U.S. 1) W OF MONCURE, DIRECTLY ACROSS HIGHWAY FROM A LANE
 EZ1278'LEADING SW INTO WOODS, 43.6 FT NW OF C/L OF U.S. 1, 16.8 FT E OF
 EZ1278'ALUMINUM REF. TAG ON THE SE POST OF A PEPSI COLA SIGN, 138.2 FT
 EZ1278'NE OF ALUMINUM REF. TAG ON A PP, AND SET IN TOP OF A CONCRETE POST
 EZ1278'FLUSH WITH THE GROUND.
 EZ1278
 EZ1278                          STATION RECOVERY (2004)
 EZ1278
 EZ1278'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1278'APPEARS TO BE DISTURBED OR MISSING.  MEASURED FROM REF TAGS ON TWO
 EZ1278'PINE TREES, AND FROM SAWED-OFF SUPPORT POST FOR FORMER PEPSI SIGN.
 EZ1278'THERE IS A HOLE 12-INCHES DEEP AND 8 INCHES ACROSS AT THE DESCRIBED
 EZ1278'LOCATION.  SEARCHED HOLE AND SURROUNDING AREA WITH METAL DETECTOR
 EZ1278'WITHOUT SUCCESS.
 EZ1278' 
 EZ1278'UPDATED DIRECTIONS FOLLOW.  FROM NEW US-1 (BEING A 4-LANE DIVIDED
 EZ1278'HIGHWAY), TAKE EXIT 78 AND PROCEED WEST ON SR1466 (DEEP RIVER ROAD)
 EZ1278'APPROXIMATELY 1.6 MILES TO STATION LOCATION ON RIGHT, ATOP A 10-FOOT
 EZ1278'BANK DIRECTLY ACROSS STREET FROM DRIVEWAY TO 5790 DEEP RIVER RD, AND
 EZ1278'APPROX 250 FEET NE OF A PRIVATE ROAD (ATKINS RD).
 EZ1278' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2992 ***********************************************************************
 FB2992  DESIGNATION -  ATKINS
 FB2992  PID         -  FB2992
 FB2992  STATE/COUNTY-  NC/BUNCOMBE
 FB2992  USGS QUAD   -  SKYLAND (1991)
 FB2992
 FB2992                         *CURRENT SURVEY CONTROL
 FB2992  ___________________________________________________________________
 FB2992* NAD 83(2001)-  35 28 56.92361(N)    082 31 29.96685(W)     ADJUSTED  
 FB2992* NAVD 88     -       680.7    (meters)    2233.     (feet)  VERTCON   
 FB2992  ___________________________________________________________________
 FB2992  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FB2992  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FB2992  HORZ ORDER  -  SECOND
 FB2992
 FB2992.The horizontal coordinates were established by classical geodetic methods
 FB2992.and adjusted by the National Geodetic Survey in August 2005.
 FB2992
 FB2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2992
 FB2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2992
 FB2992.The geoid height was determined by GEOID03.
 FB2992
 FB2992;                    North         East     Units Scale Factor Converg.
 FB2992;SPC NC       -   197,862.802   289,816.899   MT  0.99988067   -2 02 04.3
 FB2992;SPC NC       -   649,154.88    950,840.94   sFT  0.99988067   -2 02 04.3
 FB2992;UTM  17      - 3,927,619.059   361,658.456   MT  0.99983585   -0 53 07.2
 FB2992
 FB2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2992!SPC NC       -   0.99989787  x   0.99988067  =   0.99977855
 FB2992!UTM  17      -   0.99989787  x   0.99983585  =   0.99973374
 FB2992
 FB2992|---------------------------------------------------------------------|
 FB2992| PID    Reference Object                     Distance      Geod. Az  |
 FB2992|                                                           dddmmss.s |
 FB2992| FB3000 KELVIN                              322.974 METERS 16659     |
 FB2992| FB2996 FIRE                                256.731 METERS 35138     |
 FB2992|---------------------------------------------------------------------|
 FB2992
 FB2992                          SUPERSEDED SURVEY CONTROL
 FB2992
 FB2992  NAD 83(1995)-  35 28 56.92681(N)    082 31 29.96685(W) AD(       ) 2
 FB2992  NAD 83(1986)-  35 28 56.93089(N)    082 31 29.96091(W) AD(       ) 2
 FB2992  NAD 27      -  35 28 56.52125(N)    082 31 30.52523(W) AD(       ) 2
 FB2992  NGVD 29 (07/19/86)  680.8    (m)         2234.     (f) VERT ANG    3  
 FB2992
 FB2992.Superseded values are not recommended for survey control.
 FB2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2992.See file dsdata.txt to determine how the superseded data were derived.
 FB2992
 FB2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6165827619(NAD 83)
 FB2992_MARKER: DE = TRAVERSE STATION DISK
 FB2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2992_STAMPING: ATKINS 1967
 FB2992_MARK LOGO: NCGS  
 FB2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2992+STABILITY: SURFACE MOTION
 FB2992
 FB2992  HISTORY     - Date     Condition        Report By
 FB2992  HISTORY     - 1967     MONUMENTED       NCGS
 FB2992  HISTORY     - 1982     MARK NOT FOUND   NCGS
 FB2992
 FB2992                          STATION DESCRIPTION
 FB2992
 FB2992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB2992'ATKINS IS A N. C. GEODETIC SURVERY TRAVERSE STATION ESTABLISHED IN
 FB2992'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2992'
 FB2992'ATKINS IS LOCATED APPROXIMATELY 0.3 MILE SOUTH OF INTERSECTION OF NC
 FB2992'280 AND US 25 IN SKYLAND. TO REACH STATION PROCEED FROM THE
 FB2992'POST OFFICE IN SKYLAND AT THE INTERSECTION OF NC 280 AND US 25 SOUTH
 FB2992'ON US 25 FOR 0.25 MILE TO STATION, WHICH IS ON THE WEST BANK
 FB2992'OF US 25 AND ON APPROXIMATE PROPERTY LINE ABOUT 125 FEET NORTH OF
 FB2992'INTERSECTION OF ATKINS STREET WITH US 25.
 FB2992'
 FB2992'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ATKINS
 FB2992'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB2992'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FB2992'
 FB2992'MARK IS
 FB2992'19.9 FEET SW OF
 FB2992'C/L OF US 25
 FB2992'6.5 FEET NW OF 4X4 DO NOT PASS
 FB2992'SIGN, WITH ALUMINUM REF. TAG,
 FB2992'4.7 FEET E OF WHITE FENCE POST, WITH ALUMINUM
 FB2992'REF. TAG,
 FB2992'53.8 FEET S OF YELLOW FIRE HYDRANT,
 FB2992'90.0 FEET S
 FB2992'OF GRAVEL DRIVEWAY ON WEST SIDE OF US 25.
 FB2992
 FB2992                          STATION RECOVERY (1982)
 FB2992
 FB2992'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL)
 FB2992'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND WAS PROBABLY
 FB2992'DESTROYED BY GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4252 ***********************************************************************
 EZ4252  DESIGNATION -  ATKINS
 EZ4252  PID         -  EZ4252
 EZ4252  STATE/COUNTY-  NC/JOHNSTON
 EZ4252  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4252
 EZ4252                         *CURRENT SURVEY CONTROL
 EZ4252  ___________________________________________________________________
 EZ4252* NAD 83(2001)-  35 42 53.42339(N)    078 12 09.53548(W)     ADJUSTED  
 EZ4252* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 EZ4252  ___________________________________________________________________
 EZ4252  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EZ4252  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EZ4252  HORZ ORDER  -  SECOND
 EZ4252
 EZ4252.The horizontal coordinates were established by classical geodetic methods
 EZ4252.and adjusted by the National Geodetic Survey in August 2005.
 EZ4252
 EZ4252.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4252
 EZ4252.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4252
 EZ4252.The geoid height was determined by GEOID03.
 EZ4252
 EZ4252;                    North         East     Units Scale Factor Converg.
 EZ4252;SPC NC       -   218,252.344   681,743.658   MT  0.99990517   +0 27 36.7
 EZ4252;SPC NC       -   716,049.57  2,236,687.32   sFT  0.99990517   +0 27 36.7
 EZ4252;UTM  17      - 3,955,928.554   753,055.424   MT  1.00038918   +1 38 01.8
 EZ4252
 EZ4252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4252!SPC NC       -   0.99999210  x   0.99990517  =   0.99989727
 EZ4252!UTM  17      -   0.99999210  x   1.00038918  =   1.00038127
 EZ4252
 EZ4252:                Primary Azimuth Mark                     Grid Az
 EZ4252:SPC NC       -  JONAR                                    206 18 02.1
 EZ4252:UTM  17      -  JONAR                                    205 07 37.0
 EZ4252
 EZ4252|---------------------------------------------------------------------|
 EZ4252| PID    Reference Object                     Distance      Geod. Az  |
 EZ4252|                                                           dddmmss.s |
 EZ4252| EZ4251 JONAR                               470.095 METERS 2064538.8 |
 EZ4252|---------------------------------------------------------------------|
 EZ4252
 EZ4252                          SUPERSEDED SURVEY CONTROL
 EZ4252
 EZ4252  NAD 83(1986)-  35 42 53.42938(N)    078 12 09.54784(W) AD(       ) 2
 EZ4252  NAD 27      -  35 42 52.86192(N)    078 12 10.56432(W) AD(       ) 2
 EZ4252  NGVD 29 (07/19/86)   85.0    (m)          279.     (f) VERT ANG    3  
 EZ4252
 EZ4252.Superseded values are not recommended for survey control.
 EZ4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4252.See file dsdata.txt to determine how the superseded data were derived.
 EZ4252
 EZ4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5305555929(NAD 83)
 EZ4252_MARKER: DE = TRAVERSE STATION DISK
 EZ4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4252_STAMPING: ATKINS 1972
 EZ4252_MARK LOGO: NCGS  
 EZ4252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4252+STABILITY: SURFACE MOTION
 EZ4252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4252+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 EZ4252
 EZ4252  HISTORY     - Date     Condition        Report By
 EZ4252  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4252  HISTORY     - 20050627 GOOD             USPSQD
 EZ4252
 EZ4252                          STATION DESCRIPTION
 EZ4252
 EZ4252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4252'ATKINS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4252'VICINITY OF HEFLIN CROSSROADS, NORTH CAROLINA.
 EZ4252'
 EZ4252'ATKINS IS LOCATED APPROXIMATELY 0.5 MILE NORTHEAST OF HEFLIN
 EZ4252'CROSSROADS AND 5.1 MILES SOUTH OF MIDDLESEX.  TO REACH STATION FROM
 EZ4252'THE INTERSECTION OF SR 1733 AND SR 2109 AT HEFLIN CROSSROADS,
 EZ4252'PROCEED NORTHEAST ALONG SR 1733 FOR 0.5 MILE TO STATION ON LEFT.  TO
 EZ4252'REACH STATION FROM INTERSECTION OF NC 42 AND NC 222 AT STANCILS
 EZ4252'CHAPEL, PROCEED NORTHWEST ALONG NC 222 FOR 1.6 MILES TO
 EZ4252'INTERSECTION WITH SR 1733 (DIXIE CROSSROADS), THENCE NORTHEAST
 EZ4252'ALONG SR 1733 FOR 1.85 MILES TO STATION ON RIGHT, AND IN
 EZ4252'SOUTHWEST CORNER OF YARD OF W.O.  ATKINS RESIDENCE.
 EZ4252'
 EZ4252'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ATKINS
 EZ4252'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4252'INCH ABOVE THE GROUND.
 EZ4252'
 EZ4252'MARK IS
 EZ4252'27.2 FEET NW OF C/L OF SR 1733.
 EZ4252'59.0 FEET SW OF C/L OF DRIVEWAY TO WHITE FRAME DWELLING.
 EZ4252'108.2 FEET SE OF SW CORNER OF BARN.
 EZ4252'141.6 FEET SW OF 16 INCH PECAN TREE (TOPPED).
 EZ4252
 EZ4252                          STATION RECOVERY (2005)
 EZ4252
 EZ4252'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4252'N 35 42.891
 EZ4252'W 078 12.158
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3148 ***********************************************************************
 EZ3148  DESIGNATION -  ATKINS
 EZ3148  PID         -  EZ3148
 EZ3148  STATE/COUNTY-  NC/WAKE
 EZ3148  USGS QUAD   -  LAKE WHEELER (1993)
 EZ3148
 EZ3148                         *CURRENT SURVEY CONTROL
 EZ3148  ___________________________________________________________________
 EZ3148* NAD 83(2001)-  35 44 46.74254(N)    078 43 50.25435(W)     ADJUSTED  
 EZ3148* NAVD 88     -       142.086  (meters)     466.16   (feet)  ADJUSTED  
 EZ3148  ___________________________________________________________________
 EZ3148  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 EZ3148  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EZ3148  DYNAMIC HT  -         141.963 (meters)     465.76  (feet)  COMP
 EZ3148  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 EZ3148
 EZ3148  HORZ ORDER  -  SECOND
 EZ3148  VERT ORDER  -  FIRST     CLASS II
 EZ3148
 EZ3148.The horizontal coordinates were established by classical geodetic methods
 EZ3148.and adjusted by the National Geodetic Survey in August 2005.
 EZ3148
 EZ3148.The orthometric height was determined by differential leveling
 EZ3148.and adjusted in June 1991.
 EZ3148
 EZ3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3148
 EZ3148.The geoid height was determined by GEOID03.
 EZ3148
 EZ3148.The dynamic height is computed by dividing the NAVD 88
 EZ3148.geopotential number by the normal gravity value computed on the
 EZ3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3148.degrees latitude (g = 980.6199 gals.).
 EZ3148
 EZ3148.The modeled gravity was interpolated from observed gravity values.
 EZ3148
 EZ3148;                    North         East     Units Scale Factor Converg.
 EZ3148;SPC NC       -   221,487.905   633,964.273   MT  0.99990975   +0 09 19.7
 EZ3148;SPC NC       -   726,664.90  2,079,931.12   sFT  0.99990975   +0 09 19.7
 EZ3148;UTM  17      - 3,958,186.757   705,203.492   MT  1.00011891   +1 19 34.4
 EZ3148
 EZ3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3148!SPC NC       -   0.99998282  x   0.99990975  =   0.99989257
 EZ3148!UTM  17      -   0.99998282  x   1.00011891  =   1.00010172
 EZ3148
 EZ3148:                Primary Azimuth Mark                     Grid Az
 EZ3148:SPC NC       -  HOLLY                                    074 06 09.5
 EZ3148:UTM  17      -  HOLLY                                    072 55 54.8
 EZ3148
 EZ3148|---------------------------------------------------------------------|
 EZ3148| PID    Reference Object                     Distance      Geod. Az  |
 EZ3148|                                                           dddmmss.s |
 EZ3148| EZ5299 HOLLY                               APPROX. 0.8 KM 0741529.2 |
 EZ3148| EZ3295 SWIFT CREEK                         257.810 METERS 25706     |
 EZ3148|---------------------------------------------------------------------|
 EZ3148
 EZ3148                          SUPERSEDED SURVEY CONTROL
 EZ3148
 EZ3148  NAD 83(1986)-  35 44 46.74708(N)    078 43 50.26519(W) AD(       ) 2
 EZ3148  NAD 27      -  35 44 46.19856(N)    078 43 51.24638(W) AD(       ) 2
 EZ3148  NAVD 88 (11/04/98)  142.09   (m)          466.2    (f) LEVELING    3  
 EZ3148  NGVD 29 (07/19/86)  142.4    (m)          467.     (f) VERT ANG    3  
 EZ3148
 EZ3148.Superseded values are not recommended for survey control.
 EZ3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3148.See file dsdata.txt to determine how the superseded data were derived.
 EZ3148
 EZ3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0520358187(NAD 83)
 EZ3148_MARKER: DE = TRAVERSE STATION DISK
 EZ3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3148_SP_SET: CONCRETE POST
 EZ3148_STAMPING: ATKINS 1965
 EZ3148_MARK LOGO: NCGS  
 EZ3148_PROJECTION: FLUSH
 EZ3148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3148+STABILITY: SURFACE MOTION
 EZ3148
 EZ3148  HISTORY     - Date     Condition        Report By
 EZ3148  HISTORY     - 1965     MONUMENTED       NCGS
 EZ3148  HISTORY     - 1985     GOOD             NCGS
 EZ3148  HISTORY     - 1985     GOOD             NCGS
 EZ3148  HISTORY     - 19951003 GOOD             NCGS
 EZ3148
 EZ3148                          STATION DESCRIPTION
 EZ3148
 EZ3148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ3148'ATKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3148'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ3148'
 EZ3148'ATKINS IS 5.6 MILES SW OF RALEIGH AND 4.0 MILES SE OF
 EZ3148'CARY.  LOCATED 0.2 MILES E ALONG SR 1009 FROM SWIFT CREEK
 EZ3148'SCHOOL.  0.15 MILES E OF INTERSECTION OF SR 1009 AND SR
 EZ3148'1382.  1.8 MILES W OF WATTS CHURCH.  0.45 MILES W OF INTERSECTION
 EZ3148'OF SR 1009 AND SR 1349.  ON S SIDE OF SR 1009.  IN THE FRONT YARD
 EZ3148'OF A 1-1/2 STORY BRICK HOUSE BELONGING TO MR. J. R. ATKINS.  IN
 EZ3148'NW CORNER OF FRONT YARD, E OF DRIVEWAY AND JUST S OF A
 EZ3148'DRAINAGE DITCH.
 EZ3148'
 EZ3148'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3148'ATKINS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3148'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3148'
 EZ3148'MARK IS
 EZ3148'
 EZ3148'22.7 FT S OF C/L OF SR 1009
 EZ3148'
 EZ3148'50.9 FT W OF PP WITH ALUMINUM REF. TAG
 EZ3148'
 EZ3148'95.0 FT E OF PP WITH ALUMINUM REF. TAG
 EZ3148'
 EZ3148'88.9 FT SE OF 4X4 SCHOOL SIGN WITH ALUMINUM REF. TAG
 EZ3148'
 EZ3148'3.6 FT N OF DRIVEWAY DRAIN TILE
 EZ3148'
 EZ3148'10.0 FT E OF C/L OF DRIVE WAY
 EZ3148'
 EZ3148'28.1 FT N OF N END OF SMALL BRICK WALL
 EZ3148'
 EZ3148'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ3148
 EZ3148                          STATION RECOVERY (1985)
 EZ3148
 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ3148'THE STATION WAS RECOVERED AT THIS DATE.
 EZ3148'STATION IS IN GOOD CONDITION AS DESCRIBED.
 EZ3148'
 EZ3148'STATION IS ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CARY.
 EZ3148'
 EZ3148'0.3 KM (0.2 MI) SOUTH ALONG GORMAN STREET FROM I 40 OVERPASS TO
 EZ3148'HOLLY SPRINGS ROAD (SR 1009), THENCE 2.7 KM (1.7 MI) WEST ALONG SR
 EZ3148'1009, OR 0.2 KM (0.15 MI) EAST OF SWIFT CREEK ELEMENTARY SCHOOL, IN
 EZ3148'FRONT YARD OF 1-1/2 STORY BRICK HOUSE.
 EZ3148'
 EZ3148'THE STATION IS A STANDARD NCGS DISK STAMPED---ATKINS 1965---, SET
 EZ3148'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER,
 EZ3148'RECESSED 10 CM BELOW GROUND.  LOCATED
 EZ3148'6.9 METERS (22.5 FT) SOUTH OF CENTERLINE OF ROAD,
 EZ3148'3.5 METERS (11.6 FT) EAST OF CONCRETE DRIVEWAY,
 EZ3148'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST OF EAST END OF DRIVEWAY CULVERT,
 EZ3148'8.6 METERS (28.1 FT) NORTH OF NORTH END OF BRICK WALL AND
 EZ3148'15.5 METERS (50.9 FT) WEST OF POWER POLE WITH REFERENCE TAG.
 EZ3148'
 EZ3148'NCGS
 EZ3148
 EZ3148                          STATION RECOVERY (1985)
 EZ3148
 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 EZ3148'6.4 KM (4.0 MI) SE FROM CARY.
 EZ3148'STATION IS ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CARY.  0.3 KM (0.2 MI)
 EZ3148'SOUTH ALONG GORMAN STREET FROM I 40 OVERPASS TO HOLLY SPRINGS ROAD
 EZ3148'(SR 1009), THENCE 2.7 KM (1.7 MI) WEST ALONG SR 1009, OR 0.2 KM (0.15
 EZ3148'MI) EAST OF SWIFT CREEK ELEMENTARY SCHOOL, IN FRONT YARD OF 1 1/2
 EZ3148'STORY BRICK HOUSE.  THE STATION IS A STANDARD NCGS DISK
 EZ3148'STAMPED---ATKINS 1965---, SET INTO THE TOP OF A ROUND CONCRETE
 EZ3148'MONUMENT 25 CM IN DIAMETER, RECESSED 10 CM BELOW GROUND.  LOCATED 6.9
 EZ3148'METERS (22.5 FT) SOUTH OF CENTERLINE OF ROAD, 3.5 METERS (11.6 FT)
 EZ3148'EAST OF CONCRETE DRIVEWAY, 1.1 METERS (3.6 FT) SOUTH-SOUTHWEST OF
 EZ3148'EAST END OF DRIVEWAY CULVERT, 8.6 METERS (28.1 FT) NORTH OF NORTH END
 EZ3148'OF BRICK WALL AND 15.5 METERS (50.9 FT) WEST OF POWER POLE WITH
 EZ3148'REFERENCE TAG.  MARK IS LEVEL WITH ROAD.
 EZ3148
 EZ3148                          STATION RECOVERY (1995)
 EZ3148
 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ3148'RECOVERED AS DESCRIBED. SR 1009 IS TRYON ROAD. MARK IS RECESSED 4
 EZ3148'INCHES BELOW GROUND. LOCATED 96.2 FT (29.3 M) EAST OF A POWER POLE,
 EZ3148'70.8 FT (21.6 M) WEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4486 ***********************************************************************
 FY4486  DESIGNATION -  ATKINS
 FY4486  PID         -  FY4486
 FY4486  STATE/COUNTY-  NC/ORANGE
 FY4486  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY4486
 FY4486                         *CURRENT SURVEY CONTROL
 FY4486  ___________________________________________________________________
 FY4486* NAD 83(2001)-  36 05 39.58732(N)    078 59 28.77822(W)     ADJUSTED  
 FY4486* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 FY4486  ___________________________________________________________________
 FY4486  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FY4486  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FY4486  HORZ ORDER  -  SECOND
 FY4486
 FY4486.The horizontal coordinates were established by classical geodetic methods
 FY4486.and adjusted by the National Geodetic Survey in August 2005.
 FY4486
 FY4486.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4486
 FY4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4486
 FY4486.The geoid height was determined by GEOID03.
 FY4486
 FY4486;                    North         East     Units Scale Factor Converg.
 FY4486;SPC NC       -   260,067.247   610,382.237   MT  0.99998061   +0 00 18.0
 FY4486;SPC NC       -   853,237.29  2,002,562.39   sFT  0.99998061   +0 00 18.0
 FY4486;UTM  17      - 3,996,278.922   680,832.485   MT  1.00000293   +1 11 01.2
 FY4486
 FY4486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4486!SPC NC       -   0.99997370  x   0.99998061  =   0.99995431
 FY4486!UTM  17      -   0.99997370  x   1.00000293  =   0.99997663
 FY4486
 FY4486:                Primary Azimuth Mark                     Grid Az
 FY4486:SPC NC       -  359 JAS                                  004 11 56.6
 FY4486:UTM  17      -  359 JAS                                  003 01 13.4
 FY4486
 FY4486|---------------------------------------------------------------------|
 FY4486| PID    Reference Object                     Distance      Geod. Az  |
 FY4486|                                                           dddmmss.s |
 FY4486| FY4477 359 JAS                             APPROX. 0.6 KM 0041214.6 |
 FY4486| FY4480 44 JS 7                              22.008 METERS 15349     |
 FY4486| FY4525 SURVEY                              378.770 METERS 18407     |
 FY4486|---------------------------------------------------------------------|
 FY4486
 FY4486                          SUPERSEDED SURVEY CONTROL
 FY4486
 FY4486  NAD 83(1993)-  36 05 39.58975(N)    078 59 28.78626(W) AD(       ) 2
 FY4486  NAD 83(1986)-  36 05 39.59078(N)    078 59 28.78630(W) AD(       ) 2
 FY4486  NGVD 29 (07/16/92)  198.6    (m)          652.     (f) H LEVEL     3  
 FY4486
 FY4486.Superseded values are not recommended for survey control.
 FY4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4486.See file dsdata.txt to determine how the superseded data were derived.
 FY4486
 FY4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8083296279(NAD 83)
 FY4486_MARKER: DE = TRAVERSE STATION DISK
 FY4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4486_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4486+STABILITY: SURFACE MOTION
 FY4486
 FY4486  HISTORY     - Date     Condition        Report By
 FY4486  HISTORY     - 1981     MONUMENTED       NCGS
 FY4486
 FY4486                          STATION DESCRIPTION
 FY4486
 FY4486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4486'STATION IS LOCATED ABOUT 6.2 MILES EAST-NORTHEAST OF HILLSBOROUGH
 FY4486'AND 8.9 MILES NORTHWEST OF DURHAM.
 FY4486'
 FY4486'PROCEED ALONG US 70 FOR 0.2 MILE NORTHWEST FROM I-85 OVERPASS
 FY4486'(BETWEEN HILLSBOROUGH AND DURHAM), TO PLEASANT GREEN ROAD (SR
 FY4486'1567), THENCE NORTHWEST ALONG SR 1567 FOR 4.1 MILES TO STATION IN
 FY4486'THE WEST SHOULDER, AT DRIVEWAYS EAST AND WEST, AND 0.35 MILE SOUTH
 FY4486'OF SR 1572 INTERSECTION.
 FY4486'
 FY4486'THE STATION IS A STANDARD NCGS DISK
 FY4486'STAMPED---ATKINS 1981---,
 FY4486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4486'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 FY4486'3.6 METERS (12.0 FT) WEST FROM THE CENTERLINE OF HIGHWAY,
 FY4486'20.1 METERS (66.0 FT) NORTH FROM THE CENTERLINE OF DRIVEWAY--AND
 FY4486'20.4 METERS (67.0 FT) SOUTH FROM A TELEPHONE POLE AND
 FY4486'34.2 METERS (112.2 FT) SOUTH-SOUTHWEST FROM A POWER POLE--BOTH WITH
 FY4486'REFERENCE TAGS.  STATION IS ALSO
 FY4486'22.0 METERS (72.3 FT) NORTHWEST FROM THE NCDOT MARK
 FY4486'STAMPED---44 JS 7 1965---SEE DESCRIPTION THEREOF.
 FY4486'
 FY4486'STATION MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4049 ***********************************************************************
 AH4049  DESIGNATION -  ATKINS
 AH4049  PID         -  AH4049
 AH4049  STATE/COUNTY-  NC/SURRY
 AH4049  USGS QUAD   -  DOBSON (1994)
 AH4049
 AH4049                         *CURRENT SURVEY CONTROL
 AH4049  ___________________________________________________________________
 AH4049* NAD 83(2001)-  36 23 34.63970(N)    080 42 45.58201(W)     ADJUSTED  
 AH4049* NAVD 88     -       372.7    (meters)    1223.     (feet)  VERTCON   
 AH4049  ___________________________________________________________________
 AH4049  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AH4049  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH4049  HORZ ORDER  -  SECOND
 AH4049
 AH4049.The horizontal coordinates were established by classical geodetic methods
 AH4049.and adjusted by the National Geodetic Survey in August 2005.
 AH4049
 AH4049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4049
 AH4049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4049
 AH4049.The geoid height was determined by GEOID03.
 AH4049
 AH4049;                    North         East     Units Scale Factor Converg.
 AH4049;SPC NC       -   294,530.037   455,947.752   MT  1.00007102   -0 59 18.6
 AH4049;SPC NC       -   966,303.96  1,495,888.58   sFT  1.00007102   -0 59 18.6
 AH4049;UTM  17      - 4,027,572.728   525,768.067   MT  0.99960818   +0 10 13.7
 AH4049
 AH4049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4049!SPC NC       -   0.99994674  x   1.00007102  =   1.00001776
 AH4049!UTM  17      -   0.99994674  x   0.99960818  =   0.99955494
 AH4049
 AH4049                          SUPERSEDED SURVEY CONTROL
 AH4049
 AH4049  NAD 83(1986)-  36 23 34.64723(N)    080 42 45.58817(W) AD(       ) 2
 AH4049  NGVD 29 (12/22/97)  372.9    (m)         1223.     (f) VERT ANG    3  
 AH4049
 AH4049.Superseded values are not recommended for survey control.
 AH4049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4049.See file dsdata.txt to determine how the superseded data were derived.
 AH4049
 AH4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2576827573(NAD 83)
 AH4049_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4049_SP_SET: CONCRETE SIDEWALK
 AH4049_STAMPING: ATKINS 1986
 AH4049_MARK LOGO: NCGS  
 AH4049_PROJECTION: FLUSH
 AH4049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4049
 AH4049  HISTORY     - Date     Condition        Report By
 AH4049  HISTORY     - 1986     MONUMENTED       NCGS
 AH4049
 AH4049                          STATION DESCRIPTION
 AH4049
 AH4049'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4049'STATION IS LOCATED IN DOBSON. ALONG SR 1100 (ATKINS ST.) FOR 1.0 KM
 AH4049'(0.60 MI) EAST FROM THE COURT HOUSE, OR 0.6 KM (0.35 MI) WEST OF US
 AH4049'601 BYPASS, IN CENTER OF CONCRETE SIDEWALK LEADING TO--COUNTRY
 AH4049'BARBECUE HOUSE--. MARK IS FLUSH IN A DRILL HOLE AND LEVEL WITH ROAD.
 AH4049'LOCATED 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF STREET,
 AH4049'3.2 M (10.5 FT) SOUTH-SOUTHWEST OF NORTH END OF SIDEWALK, 7.7 M (25.3
 AH4049'FT) NORTH-NORTHEAST OF ENTRANCE DOOR TO RESTAURANT, 22.5 M (73.8 FT)
 AH4049'EAST OF NORTHEAST CORNER OF AUTO PARTS BUILDING, AND 16.8 M (55.1 FT)
 AH4049'NORTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. NOTE-2/95
 AH4049'RECOVERY-A 7X3-FT WOOD PLANTER HAS BEEN PLACED ON TOP OF THE STATION.
 AH4049'THE STATION IS STILL ACCESSABLE BY DIGGING APPROXIMATELY 8 INCHES DOWN
 AH4049'TO THE SIDEWALK. THE STATION IS LOCATED UNDER THE NORTH PLANTER ON THE
 AH4049'INSIDE OF THE SOUTH EDGE OF THE APPROXIMATE CENTER OF THE PLANTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9447 ***********************************************************************
 DJ9447  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9447  DESIGNATION -  ATKINS
 DJ9447  PID         -  DJ9447
 DJ9447  STATE/COUNTY-  NC/HARNETT
 DJ9447  USGS QUAD   -  FUQUAY-VARINA (1993)
 DJ9447
 DJ9447                         *CURRENT SURVEY CONTROL
 DJ9447  ___________________________________________________________________
 DJ9447* NAD 83(2007)-  35 31 56.57533(N)    078 46 23.67266(W)     ADJUSTED  
 DJ9447* NAVD 88     -       101.05   (meters)     331.5    (feet)  GPS OBS   
 DJ9447  ___________________________________________________________________
 DJ9447  EPOCH DATE  -        2002.00
 DJ9447  X           -   1,011,695.827 (meters)                     COMP
 DJ9447  Y           -  -5,096,943.357 (meters)                     COMP
 DJ9447  Z           -   3,686,131.952 (meters)                     COMP
 DJ9447  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 DJ9447  ELLIP HEIGHT-          68.170 (meters)          (05/29/07) ADJUSTED
 DJ9447  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DJ9447  HORZ ORDER  -  FIRST
 DJ9447  ELLP ORDER  -  FOURTH    CLASS II
 DJ9447
 DJ9447.The horizontal coordinates were established by GPS observations
 DJ9447.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9447
 DJ9447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9447.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9447.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9447.The epoch date for horizontal control is a decimal equivalence
 DJ9447.of Year/Month/Day.
 DJ9447
 DJ9447.The orthometric height was determined by GPS observations and a
 DJ9447.high-resolution geoid model.
 DJ9447.The orthometric height was determined by GPS observations and a
 DJ9447.high-resolution geoid model using precise GPS observation and
 DJ9447.processing techniques.
 DJ9447
 DJ9447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9447
 DJ9447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9447
 DJ9447.The ellipsoidal height was determined by GPS observations
 DJ9447.and is referenced to NAD 83.
 DJ9447
 DJ9447.The geoid height was determined by GEOID03.
 DJ9447
 DJ9447;                    North         East     Units Scale Factor Converg.
 DJ9447;SPC NC       -   197,744.180   630,164.146   MT  0.99988455   +0 07 51.2
 DJ9447;SPC NC       -   648,765.70  2,067,463.54   sFT  0.99988455   +0 07 51.2
 DJ9447;UTM  17      - 3,934,365.439   701,887.099   MT  1.00010230   +1 17 40.4
 DJ9447
 DJ9447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9447!SPC NC       -   0.99998930  x   0.99988455  =   0.99987385
 DJ9447!UTM  17      -   0.99998930  x   1.00010230  =   1.00009160
 DJ9447
 DJ9447                          SUPERSEDED SURVEY CONTROL
 DJ9447
 DJ9447.No superseded survey control is available for this station.
 DJ9447
 DJ9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0188734365(NAD 83)
 DJ9447_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9447_STAMPING: ATKINS 2006
 DJ9447_MARK LOGO: NCGS  
 DJ9447_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9447+STABILITY: SURFACE MOTION
 DJ9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9447+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DJ9447
 DJ9447  HISTORY     - Date     Condition        Report By
 DJ9447  HISTORY     - 20060428 MONUMENTED       NCGS
 DJ9447  HISTORY     - 20080607 GOOD             GEOCAC
 DJ9447
 DJ9447                          STATION DESCRIPTION
 DJ9447
 DJ9447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9447'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHEAST OF
 DJ9447'LILLINGTON AND 2.5 MI (4.0 KM) NORTHWEST OF ANGIER.
 DJ9447' 
 DJ9447'PROCEED ALONG NC 55 FOR 0.5 MI (0.8 KM) WEST FROM NC 210 INTERSECTION,
 DJ9447'IN ANGIER, TO SR 1415 (RAWLS CHURCH RD), THENCE NORTHWEST ALONG SR
 DJ9447'1415 FOR 2.9 MI (4.67 KM) TO SR 1448 (ATKINS RD), AND STATION IN THE
 DJ9447'NORTHEAST QUADRANT.
 DJ9447' 
 DJ9447'MARK IS ABOUT 0.5-FOOT LOWER THAN 1415 AND IS RECESSED 3-IN (8 CM)
 DJ9447'BELOW GROUND.  LOCATED 28.4 FT (8.7 M) NORTH OF THE CENTERLINE OF SR
 DJ9447'1415, 48.7 FT (14.8 M) EAST OF THE CENTERLINE OF SR 1448 (ATKINS RD),
 DJ9447'58.8 FT (17.9 M) NORTHEAST OF THE CENTERLINE INTERSECTION SR 1415,
 DJ9447'65.0 FT (19.8 M) SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL (1448/R31E),
 DJ9447'40.9 FT (12.5 M) WEST-SOUTHWEST OF TELEPHONE PEDESTAL (1415/R68N), AND
 DJ9447'41.5 FT (12.6 M) WEST-SOUTHWEST OF A SERVICE POLE WITH REFERENCE TAG.
 DJ9447
 DJ9447                          STATION RECOVERY (2008)
 DJ9447
 DJ9447'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9447'NOW RECESSED 4 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4283 ***********************************************************************
 EZ4283  DESIGNATION -  ATKINSON
 EZ4283  PID         -  EZ4283
 EZ4283  STATE/COUNTY-  NC/JOHNSTON
 EZ4283  USGS QUAD   -  FLOWERS (1973)
 EZ4283
 EZ4283                         *CURRENT SURVEY CONTROL
 EZ4283  ___________________________________________________________________
 EZ4283* NAD 83(2001)-  35 39 52.07553(N)    078 15 47.37450(W)     ADJUSTED  
 EZ4283* NAVD 88     -        73.4    (meters)     241.     (feet)  VERTCON   
 EZ4283  ___________________________________________________________________
 EZ4283  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EZ4283  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 EZ4283  HORZ ORDER  -  SECOND
 EZ4283
 EZ4283.The horizontal coordinates were established by classical geodetic methods
 EZ4283.and adjusted by the National Geodetic Survey in August 2005.
 EZ4283
 EZ4283.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4283
 EZ4283.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4283
 EZ4283.The geoid height was determined by GEOID03.
 EZ4283
 EZ4283;                    North         East     Units Scale Factor Converg.
 EZ4283;SPC NC       -   212,621.536   676,310.368   MT  0.99989846   +0 25 31.0
 EZ4283;SPC NC       -   697,575.82  2,218,861.60   sFT  0.99989846   +0 25 31.0
 EZ4283;UTM  17      - 3,950,185.051   747,735.979   MT  1.00035635   +1 35 47.4
 EZ4283
 EZ4283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4283!SPC NC       -   0.99999386  x   0.99989846  =   0.99989232
 EZ4283!UTM  17      -   0.99999386  x   1.00035635  =   1.00035021
 EZ4283
 EZ4283:                Primary Azimuth Mark                     Grid Az
 EZ4283:SPC NC       -  POPES                                    057 49 47.4
 EZ4283:UTM  17      -  POPES                                    056 39 31.0
 EZ4283
 EZ4283|---------------------------------------------------------------------|
 EZ4283| PID    Reference Object                     Distance      Geod. Az  |
 EZ4283|                                                           dddmmss.s |
 EZ4283| EZ2573 POPES                               APPROX. 1.2 KM 0581518.4 |
 EZ4283|---------------------------------------------------------------------|
 EZ4283
 EZ4283                          SUPERSEDED SURVEY CONTROL
 EZ4283
 EZ4283  NAD 83(1986)-  35 39 52.08033(N)    078 15 47.38588(W) AD(       ) 2
 EZ4283  NAD 27      -  35 39 51.51202(N)    078 15 48.39203(W) AD(       ) 2
 EZ4283  NGVD 29 (07/19/86)   73.7    (m)          242.     (f) VERT ANG    3  
 EZ4283
 EZ4283.Superseded values are not recommended for survey control.
 EZ4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4283.See file dsdata.txt to determine how the superseded data were derived.
 EZ4283
 EZ4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4773650185(NAD 83)
 EZ4283_MARKER: DE = TRAVERSE STATION DISK
 EZ4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4283_STAMPING: ATKINSON 1972
 EZ4283_MARK LOGO: NCGS  
 EZ4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4283+STABILITY: SURFACE MOTION
 EZ4283
 EZ4283  HISTORY     - Date     Condition        Report By
 EZ4283  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4283  HISTORY     - 19920808 MARK NOT FOUND   USPSQD
 EZ4283
 EZ4283                          STATION DESCRIPTION
 EZ4283
 EZ4283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4283'ATKINSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4283'THE VICINITY OF HARES CROSSROADS, NORTH CAROLINA.
 EZ4283'
 EZ4283'ATKINSON IS LOCATED 0.8 MILE WSW OF HARES CROSSROADS AND 6.5 MILES
 EZ4283'SOUTHEAST OF ARCHERS LODGE.  TO REACH STATION FROM THE INTERSECTION
 EZ4283'OF NC 42 AND NC 39 AND HARES CROSSROADS, PROCEED WSW ALONG NC 42
 EZ4283'FOR 0.75 MILE TO STATION ON LEFT CUT, 0.2 MILE EAST OF INTERSECTION
 EZ4283'WITH SR 1749 (ENTRANCE TO MARY ATKINSON GIRL SCOUT CAMP), AND
 EZ4283'APPROXIMATELY 315 FEET EAST OF DRIVEWAY ENTRANCE TO A SHINGLED
 EZ4283'DWELLING.
 EZ4283'
 EZ4283'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4283'ATKINSON 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4283'WHICH IS 5 INCHES BELOW THE GROUND.
 EZ4283'
 EZ4283'MARK IS
 EZ4283'(SLOPE) 38.1 FEET SSE OF C/L OF NC 42.
 EZ4283'38.7 FEET NNE OF TP WITH ALUMINUM REF. TAG.
 EZ4283'175.0 FEET W OF 18 INCH WILD CHERRY TREE (DISTANCE APPROX.).
 EZ4283'300.0 FEET E OF DRIVEWAY ENTRANCE AT EDGE OF PAVEMENT (DISTANCE
 EZ4283'APPROX.).
 EZ4283
 EZ4283                          STATION RECOVERY (1992)
 EZ4283
 EZ4283'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2987 ***********************************************************************
 EY2987  DESIGNATION -  ATKINSON
 EY2987  PID         -  EY2987
 EY2987  STATE/COUNTY-  NC/WILSON
 EY2987  USGS QUAD   -  FOUNTAIN (1981)
 EY2987
 EY2987                         *CURRENT SURVEY CONTROL
 EY2987  ___________________________________________________________________
 EY2987* NAD 83(2001)-  35 40 02.90017(N)    077 44 36.06975(W)     ADJUSTED  
 EY2987* NAVD 88     -        36.3    (meters)     119.     (feet)  VERTCON   
 EY2987  ___________________________________________________________________
 EY2987  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 EY2987  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EY2987  HORZ ORDER  -  SECOND
 EY2987
 EY2987.The horizontal coordinates were established by classical geodetic methods
 EY2987.and adjusted by the National Geodetic Survey in August 2005.
 EY2987
 EY2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2987
 EY2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2987
 EY2987.The geoid height was determined by GEOID03.
 EY2987
 EY2987;                    North         East     Units Scale Factor Converg.
 EY2987;SPC NC       -   213,427.608   723,364.374   MT  0.99989884   +0 43 31.1
 EY2987;SPC NC       -   700,220.41  2,373,237.95   sFT  0.99989884   +0 43 31.1
 EY2987;UTM  18      - 3,950,535.112   251,683.710   MT  1.00035990   -1 36 01.5
 EY2987
 EY2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2987!SPC NC       -   0.99999984  x   0.99989884  =   0.99989868
 EY2987!UTM  18      -   0.99999984  x   1.00035990  =   1.00035974
 EY2987
 EY2987:                Primary Azimuth Mark                     Grid Az
 EY2987:SPC NC       -  MOORE                                    093 01 37.7
 EY2987:UTM  18      -  MOORE                                    095 21 10.3
 EY2987
 EY2987|---------------------------------------------------------------------|
 EY2987| PID    Reference Object                     Distance      Geod. Az  |
 EY2987|                                                           dddmmss.s |
 EY2987| EY2986 MOORE                               APPROX. 0.8 KM 0934508.8 |
 EY2987|---------------------------------------------------------------------|
 EY2987
 EY2987                          SUPERSEDED SURVEY CONTROL
 EY2987
 EY2987  NAD 83(1986)-  35 40 02.90882(N)    077 44 36.07881(W) AD(       ) 2
 EY2987  NAD 27      -  35 40 02.33684(N)    077 44 37.15701(W) AD(       ) 2
 EY2987  NGVD 29 (07/19/86)   36.6    (m)          120.     (f) VERT ANG    3  
 EY2987
 EY2987.Superseded values are not recommended for survey control.
 EY2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2987.See file dsdata.txt to determine how the superseded data were derived.
 EY2987
 EY2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5168450535(NAD 83)
 EY2987_MARKER: DE = TRAVERSE STATION DISK
 EY2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2987+STABILITY: SURFACE MOTION
 EY2987
 EY2987  HISTORY     - Date     Condition        Report By
 EY2987  HISTORY     - 1975     MONUMENTED       NCGS
 EY2987
 EY2987                          STATION DESCRIPTION
 EY2987
 EY2987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY2987'ATKINSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2987'IN THE VICINITY OF SARATOGA, NORTH CAROLINA.
 EY2987'
 EY2987'ATKINSON IS LOCATED APPROXIMATELY 2.1 MILES ENE OF SARATOGA, AND
 EY2987'5.8 MILES WEST OF FOUNTAIN (PITT COUNTY).  TO REACH STATION FROM
 EY2987'INTERSECTION OF U.S. 264 WITH NC 222 IN SARATOGA, PROCEED EASTERLY
 EY2987'ALONG NC 222 FOR 2.3 MILES TO STATION ON LEFT IN NORTH SHOULDER
 EY2987'OF HIGHWAY, ON THE EAST SIDE OF A DRIVEWAY LEADING NORTH TO THE
 EY2987'ATKINSONS ONE STORY GRAY FRAME HOUSE, AND 0.3 MILE WEST OF
 EY2987'INTERSECTION WITH SR 1526 CROSSROADS.
 EY2987'
 EY2987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2987'ATKINSON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY2987'OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2987'
 EY2987'MARK IS 21.2 FT N OF C/L OF NC 222
 EY2987'
 EY2987'28.0 FT E OF C/L OF DRIVEWAY TO RESIDENCE
 EY2987'
 EY2987'32.7 FT NE OF C/L INTERSECTION OF HIGHWAY WITH DRIVEWAY
 EY2987'
 EY2987'44.5 FT ESE OF TELEPHONE PEDESTAL 163N
 EY2987'
 EY2987'17.9 FT SSE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2481 ***********************************************************************
 EA2481  DESIGNATION -  ATKINSON RESET
 EA2481  PID         -  EA2481
 EA2481  STATE/COUNTY-  NC/PENDER
 EA2481  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2481
 EA2481                         *CURRENT SURVEY CONTROL
 EA2481  ___________________________________________________________________
 EA2481* NAD 83(2001)-  34 23 57.09545(N)    077 36 56.56723(W)     ADJUSTED  
 EA2481* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA2481  ___________________________________________________________________
 EA2481  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 EA2481  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA2481  HORZ ORDER  -  FIRST
 EA2481
 EA2481.The horizontal coordinates were established by classical geodetic methods
 EA2481.and adjusted by the National Geodetic Survey in August 2005.
 EA2481
 EA2481.The orthometric height was scaled from a topographic map.
 EA2481
 EA2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2481
 EA2481.The geoid height was determined by GEOID03.
 EA2481
 EA2481;                    North         East     Units Scale Factor Converg.
 EA2481;SPC NC       -    72,904.642   736,880.570   MT  0.99998241   +0 47 56.3
 EA2481;SPC NC       -   239,187.98  2,417,582.34   sFT  0.99998241   +0 47 56.3
 EA2481;UTM  18      - 3,809,521.271   259,549.923   MT  1.00031271   -1 28 42.5
 EA2481
 EA2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2481!SPC NC       -   1.00000559  x   0.99998241  =   0.99998800
 EA2481!UTM  18      -   1.00000559  x   1.00031271  =   1.00031830
 EA2481
 EA2481|---------------------------------------------------------------------|
 EA2481| PID    Reference Object                     Distance      Geod. Az  |
 EA2481|                                                           dddmmss.s |
 EA2481| EA3166 ATKINSON RM 2                        26.880 METERS 26821     |
 EA2481| EA3165 ATKINSON RM                          13.951 METERS 27739     |
 EA2481| EA3167 ATKINSON RM 3 AZIMUTH                              3144914.3 |
 EA2481| EA3168 ATKINSON RM 4                        29.770 METERS 34855     |
 EA2481|---------------------------------------------------------------------|
 EA2481
 EA2481                          SUPERSEDED SURVEY CONTROL
 EA2481
 EA2481  NAD 83(1986)-  34 23 57.10961(N)    077 36 56.58003(W) AD(       ) 1
 EA2481  NAD 27      -  34 23 56.50400(N)    077 36 57.67800(W) AD(       ) 1
 EA2481
 EA2481.Superseded values are not recommended for survey control.
 EA2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2481.See file dsdata.txt to determine how the superseded data were derived.
 EA2481
 EA2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5955009521(NAD 83)
 EA2481_MARKER: DS = TRIANGULATION STATION DISK
 EA2481_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EA2481_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EA2481_STAMPING: ATKINSON 1914-1932
 EA2481_MARK LOGO: CGS   
 EA2481
 EA2481  HISTORY     - Date     Condition        Report By
 EA2481  HISTORY     - 1932     MONUMENTED       CGS
 EA2481  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2481  HISTORY     - 1947     GOOD             CGS
 EA2481  HISTORY     - 1962     GOOD             CGS
 EA2481  HISTORY     - 1964     GOOD             CGS
 EA2481  HISTORY     - 1974     GOOD             NGS
 EA2481  HISTORY     - 1980     GOOD             USE
 EA2481  HISTORY     - 1983     GOOD             USPSQD
 EA2481
 EA2481                          STATION DESCRIPTION
 EA2481
 EA2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RPS)
 EA2481'ON BACK SIDE OF TOPSAIL SOUND, ABOUT 5 MILES NORTHEAST OF HAMPSTEAD,
 EA2481'ABOUT THREE-FOURTHS MILE SOUTHEAST OF VIRGINIA CREEK, AT DICK JONES
 EA2481'LANDING, AND ABOUT 10 YARDS FROM HIGH WATER MARK.  TO REACH FROM
 EA2481'HAMPSTEAD, GO NORTHEAST 5 MILES ON UNITED STATES ROUTE 17 TO
 EA2481'WOODSIDE (VISTA POST OFFICE), TURN ONTO ROAD LEADING SOUTHEAST OFF
 EA2481'MAIN HIGHWAY OPPOSITE RAILROAD STATION, CONTINUE 0.3 MILE, KEEP MAIN
 EA2481'ROAD AHEAD AT DIM RIGHT FORK, CONTINUE 0.65 MILE TO TUMBLEDOWN
 EA2481'BUILDING, KEEP MAIN ROAD AT DIM RIGHT FORK, PROCEED ONE FOURTH MILE
 EA2481'TAKE LEFT FORK ON LEFT SIDE OF FENCE ABOUT 250 FEET BEYOND LARGE
 EA2481'HOUSE ON LEFT, FOLLOW ALONG FENCE 0.45 MILE TO LEFT FORK AT END OF
 EA2481'FIELD, AND FOLLOW THIS ROAD 0.7 MILE TO LANDING.
 EA2481'
 EA2481'STATION, ESTABLISHED IN 1914,
 EA2481'WAS MARKED WITH STANDARD DISK STATION MARK IN TILE AND CONCRETE.
 EA2481'IT WAS REMARKED IN 1932 IN EXACTLY SAME POSITION WITH
 EA2481'STANDARD DISK STATION MARKS IN CONCRETE.
 EA2481'NEW MARKS WERE STAMPED---ATKINSON 1914-1932---.
 EA2481'
 EA2481'REFERENCE MARK, ESTABLISHED IN 1914,
 EA2481'IS TILE FILLED WITH AND SET IN CEMENT, ON EDGE OF WOODS,
 EA2481'AND 45.77 FEET FROM STATION N 82 DEG 21 MIN W.
 EA2481'IT WAS FOUND TO BE IN POOR CONDITION IN 1932.
 EA2481'
 EA2481'THREE REFERENCE MARKS, STANDARD REFERENCE DISKS IN CONCRETE,
 EA2481'WERE ESTABLISHED IN 1932.
 EA2481'
 EA2481'REFERENCE MARK NO.2 IS 88.15 FEET FROM STATION.
 EA2481'
 EA2481'REFERENCE MARK NO.3 IS 4 METERS (13 FEET) WEST OF CENTER LINE
 EA2481'OF SANDY ROAD, AND APPROXIMATELY 0.2 MILE FROM
 EA2481'STATION N 45 DEG 11 MIN W.
 EA2481'
 EA2481'REFERENCE MARK NO.4 IS 98.5 FEET FROM STATION.
 EA2481
 EA2481                          STATION RECOVERY (1947)
 EA2481
 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA2481'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 EA2481'GOOD CONDITION WITH THE EXCEPTION OF RM NO.1 WHICH COULD NOT BE
 EA2481'FOUND AND RM NO.3 WHICH HAD BEEN RUN OVER BY A TRACTOR AND MOVED
 EA2481'SLIGHTLY.  A COMPLETE NEW DISCRIPTION FOLLOWS--
 EA2481'
 EA2481'THE STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF WILMINGTON AND 8
 EA2481'MILES SOUTH OF HOLLY RIDGE ON THE WEST EDGE OF THE INLAND WATERWAY
 EA2481'ABOUT 10 FEET WEST OF HIGH WATER.  THE MARK PROJECTS ABOUT 10
 EA2481'INCHES AND THE DISK IS STAMPED---ATKINSON 1914-1932---.
 EA2481'
 EA2481'REFERENCE MARK NO.2 IS 88.19 FEET SOUTHWEST OF THE STATION AND ABOUT
 EA2481'40 FEET WEST OF HIGH WATER.  THE MARK PROJECTS ABOUT 10 INCHES AND
 EA2481'THE DISK IS STAMPED---ATKINSON NO 2 1932---.
 EA2481'
 EA2481'REFERENCE MARK NO.3 WAS USED AS AN AZIMUTH MARK.  IT IS APPROXIMATELY
 EA2481'0.2 MILE WEST OF THE STATION AND 15 FEET SOUTH OF A TRACK ROAD.  THE
 EA2481'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 EA2481'STAMPED---ATKINS NO 3 1932---.
 EA2481'
 EA2481'REFERENCE MARK NO.4 IS 97.67 FEET NORTHWEST OF THE STATION AND 10
 EA2481'FEET SOUTH OF THE TRACK ROAD LEADING TO THE STATION.  THE MARK
 EA2481'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED---ATKINSON NO 4
 EA2481'1932---.
 EA2481'
 EA2481'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY RIDGE, GO
 EA2481'SOUTHWEST ON U.S. HIGHWAY 17 FOR 06.4 MILES, TURN LEFT ON A MAIN
 EA2481'TRAVELLED DIRT ROAD FOR 01.85 MILES, TAKE RIGHT FORK FOR 0.2 MILES,
 EA2481'TURN RIGHT ON TRACK ROAD FOR 0.7 MILES AND TURN LEFT ALONG EDGE
 EA2481'OF FIELD JUST BEFORE COMING TO WHITE HOUSE ON THE RIGHT.  GO ALONG
 EA2481'EDGE OF FIELD FOR 0.45 MILE TO THE AZIMUTH MARK (R.M. NO. 3) ON THE
 EA2481'RIGHT AS DESCRIBED.
 EA2481'
 EA2481'CONTINUE STRAIGHT AHEAD TO EDGE OF WOODS, BEARING LEFT, THEN RIGHT
 EA2481'THRU WOODS TO THE BEACH AND THE STATION AS DESCRIBED.
 EA2481
 EA2481                          STATION RECOVERY (1962)
 EA2481
 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA2481'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO REFERENCE
 EA2481'MARKS WERE FOUND BUT THE DENSITY OF BRIARS AND UNDER BRUSH WOULD
 EA2481'MAKE RECOVERY VERY DIFFUCULT FOR ONE MAN.  THE STATION MARK IS 6
 EA2481'FEET SOUTHWEST OF OF A SQUARE FENCE POST THAT IS THE MOST
 EA2481'EASTERLY POST IN FENCE LINE.
 EA2481'
 EA2481'TO REACH FROM HOLLY RIDGE, FROM THE POST OFFICE, GO SOUTHWEST ON U.S.
 EA2481'HIGHWAY 17 FOR 6.4 MILES TO A T ROAD LEFT, TURN AND GO 1.85 MILES TO
 EA2481'FORKS, TAKE RIGHT FORK ON SAND ROAD FOR 0.1 MILE TO FORKS, TAKE
 EA2481'RIGHT FORK FOR 0.1 MILE, BEAR RIGHT AND CONTINUE ON MAIN ROAD FOR
 EA2481'0.85 MILE TO A PRIVATE ROAD ON THE LEFT, TURN LEFT AND FOLLOW ROAD
 EA2481'ALONG EDGE OF FIELD FOR 0.4 MILE TO A WHITE COTTAGE ON THE LEFT,
 EA2481'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.1 MILE, TURN LEFT AND FOLLOW
 EA2481'ROAD ALONG EDGE OF FIELD FOR 0.15 MILE TO A FENCE LINE BUT WITH
 EA2481'OLD RAILROAD TIES AND END OF TRUCK TRAVEL.  WALK TO THE RIGHT
 EA2481'(SOUTHEAST) ALONG FENCE LINE TO STATION NEAR THE SOUND.
 EA2481
 EA2481                          STATION RECOVERY (1964)
 EA2481
 EA2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2481'THE STATION MARK, R.M. 2 AND R.M. 4 WERE RECOVERED IN GOOD CONDITION.
 EA2481'THE AZIMUTH MARK, R.M. 3 WAS NOT SEARCHED FOR AS NO TRACE OF TRACK
 EA2481'ROAD COULD BE FOUND.  THE DISTANCES TO R.M. 2 AND R.M. 4 WERE
 EA2481'VERIFIED .  THE DESCRIPTION BY C.R.R. IN 1947 IS ADEQUATE WITH THE
 EA2481'FOLLOWING ADDITIONS--
 EA2481'
 EA2481'THE STATION IS STAMPED ATKINSON 1914 1932 AND PROJECTS ABOUT 10
 EA2481'INCHES.  THE MARK IS 7 FEET WEST OF HIGH WATER LINE AND 4.0 FEET
 EA2481'SOUTH OF A METAL WITNESS POST.
 EA2481'
 EA2481'R.M. 2 IS STAMPED ATKINSON NO 2 1932 AND PROJECTS ABOUT 10 INCHES.
 EA2481'THE R.M. IS 27 FEET WEST OF HIGH WATER LINE.
 EA2481'
 EA2481'R.M. NO. 4 IS STAMPED ATKINSON NO 4 1932 AND PROJECTS ABOUT 4 INCHES.
 EA2481'THE MARK WAS FOUND IN HEAVY BRUSH.  NO TRACE OF TRACK ROAD MENTIONED
 EA2481'IN DESCRIPTIONS COULD BE FOUND.
 EA2481'
 EA2481'THE TO REACH WAS NOT VERIFIED AS THE STATION WAS VISITED BY BOAT.
 EA2481
 EA2481                          STATION RECOVERY (1974)
 EA2481
 EA2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA2481'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  THE OTHER
 EA2481'REFERENCE MARKS WERE NOT SEARCHED FOR TO REACH FROM THE POST OFFICE
 EA2481'AT W HAMPSTEAD, GO NORTHEAST ON U.S. HIGHWAY 17 FOR 4.6 MILES.  TURN
 EA2481'RIGHT AND GO SOUTHEASTERLY ON COUNTY ROAD 1563 (PAVED) FOR 2.0
 EA2481'MILES TO PRIVATE DIRT DRIVE.  TURN RIGHT, AND GO 0.5 MILE TO
 EA2481'PRIVATE BUILDINGS AT WATERS EDGES WALK NORTHEAST ABOUT 300
 EA2481'YARDS ALONG THE EASTERLY EDGE OF A CULTIVATED FIELD TO A HEDGE
 EA2481'FENCE ROW WHICH IS THE BORDER BETWEEN TWO FARMS.  TURN RIGHT, AND
 EA2481'FOLLOW OLD FENCE LINE SOUTHEAST ABOUT 100 YARDS THROUGH A THICK
 EA2481'WOODS TO EDGE OF WATER, AND STATION NEAR AN OLD 8X8 INCH WOOD
 EA2481'CORNERPOST.
 EA2481'
 EA2481'STATION MAY ALSO BE REACHED BY BOAT THROUGH SHALLOW WATER.  IT IS
 EA2481'ABOUT 1/4 MILE NORTHEAST OF INTRACOASTAL WATERWAY LIGHT 93.
 EA2481'
 EA2481'THE DESCRIPTION BY CRR IN 1947 AND THE RECOVERY NOTE BY JKW IN 1964
 EA2481'ARE OTHERWISE ADEQUATE.
 EA2481
 EA2481                          STATION RECOVERY (1980)
 EA2481
 EA2481'RECOVERY NOTE BY US ENGINEERS 1980 (GRN)
 EA2481'ATKINSON 1914 1932 FOUND GOOD, DESCRIPTION ADEQUATE.
 EA2481
 EA2481                          STATION RECOVERY (1983)
 EA2481
 EA2481'RECOVERY NOTE BY US POWER SQUADRON 1983 (HW)
 EA2481'ATKINSON 1914 1932 RECOVERED EXCELLENT.
 EA2481'
 EA2481'RECOVERED BY LAND.
 EA2481'
 EA2481'FROM HOLLD RIDGE, GO SOUTH ON US 17 6-1/2 MILES TO HILLTOP TURN EAST
 EA2481'ON STATE ROAD 1561 POST VIRGINIA CREEK BRIDGE 1.8 MILES TO FORK IN
 EA2481'ROAD.  TURN SOUTH ON 1563 ONE MILE TO DIRT LANE ON LEFT.  TAKE SAME
 EA2481'WHICH WAS A LINE OF POLES PARALLEL TO IT, TO WHERE ROAD TURNS
 EA2481'LEFT.  ON FOOT PROCEED 500 FEET TO WATER WAY.  MARK IS 8 FEET SW OF
 EA2481'8X8 CROSS TIE 6 FEET HIGH.  MARK IS ABOUT 71 FEET ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0002 ***********************************************************************
 EB0002  DESIGNATION -  ATKINSON=B 22
 EB0002  PID         -  EB0002
 EB0002  STATE/COUNTY-  NC/PENDER
 EB0002  USGS QUAD   -  ATKINSON (1984)
 EB0002
 EB0002                         *CURRENT SURVEY CONTROL
 EB0002  ___________________________________________________________________
 EB0002* NAD 83(2001)-  34 32 11.84806(N)    078 10 40.21145(W)     ADJUSTED  
 EB0002* NAVD 88     -        20.702  (meters)      67.92   (feet)  POSTED    
 EB0002  ___________________________________________________________________
 EB0002  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EB0002  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EB0002  DYNAMIC HT  -          20.680 (meters)      67.85  (feet)  COMP
 EB0002  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 EB0002
 EB0002  HORZ ORDER  -  FIRST
 EB0002  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EB0002
 EB0002.The horizontal coordinates were established by classical geodetic methods
 EB0002.and adjusted by the National Geodetic Survey in August 2005.
 EB0002
 EB0002.The orthometric height was determined by differential leveling
 EB0002.and adjusted by the  in 1992.
 EB0002.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EB0002.rate of 1.1 thru 2.0 mm/km.
 EB0002
 EB0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0002
 EB0002.The geoid height was determined by GEOID03.
 EB0002
 EB0002.The dynamic height is computed by dividing the NAVD 88
 EB0002.geopotential number by the normal gravity value computed on the
 EB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0002.degrees latitude (g = 980.6199 gals.).
 EB0002
 EB0002.The modeled gravity was interpolated from observed gravity values.
 EB0002
 EB0002;                    North         East     Units Scale Factor Converg.
 EB0002;SPC NC       -    87,574.568   685,071.019   MT  0.99994990   +0 28 28.3
 EB0002;SPC NC       -   287,317.56  2,247,603.83   sFT  0.99994990   +0 28 28.3
 EB0002;UTM  17      - 3,825,276.565   759,008.119   MT  1.00042696   +1 36 03.1
 EB0002
 EB0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0002!SPC NC       -   1.00000237  x   0.99994990  =   0.99995227
 EB0002!UTM  17      -   1.00000237  x   1.00042696  =   1.00042933
 EB0002
 EB0002|---------------------------------------------------------------------|
 EB0002| PID    Reference Object                     Distance      Geod. Az  |
 EB0002|                                                           dddmmss.s |
 EB0002| EB3705 ATKINSON RM                          13.550 METERS 07552     |
 EB0002| EB0169 DENNEYS=Y 21                        APPROX. 9.7 KM 1440416.1 |
 EB0002|---------------------------------------------------------------------|
 EB0002
 EB0002                          SUPERSEDED SURVEY CONTROL
 EB0002
 EB0002  NAD 83(1986)-  34 32 11.85717(N)    078 10 40.22538(W) AD(       ) 1
 EB0002  NAD 27      -  34 32 11.25900(N)    078 10 41.24300(W) AD(       ) 1
 EB0002  NGVD 29 (??/??/92)   20.964  (m)           68.78   (f) ADJ UNCH    1 2
 EB0002
 EB0002.Superseded values are not recommended for survey control.
 EB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0002.See file dsdata.txt to determine how the superseded data were derived.
 EB0002
 EB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5900825277(NAD 83)
 EB0002_MARKER: DS = TRIANGULATION STATION DISK
 EB0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0002_STAMPING: ATKINSON 1918 B 22 68.399
 EB0002_MARK LOGO: CGS   
 EB0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0002+STABILITY: SURFACE MOTION
 EB0002
 EB0002  HISTORY     - Date     Condition        Report By
 EB0002  HISTORY     - 1918     MONUMENTED       CGS
 EB0002  HISTORY     - 1951     MARK NOT FOUND   CGS
 EB0002  HISTORY     - 1973     MARK NOT FOUND   NGS
 EB0002  HISTORY     - 20040619 MARK NOT FOUND   USPSQD
 EB0002
 EB0002                          STATION DESCRIPTION
 EB0002
 EB0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 EB0002'ABOUT THREE FOURTHS MILE NORTH OF ATKINSON, ABOUT 150 YARDS SOUTH OF
 EB0002'MILEPOST 25 OF ATLANTIC COAST LINE RAILROAD, IN CULTIVATED FIELD,
 EB0002'OPPOSITE GREENHOUSE, 6 METERS (20 FEET) NORTH AND 8 METERS (26
 EB0002'FEET) WEST OF FENCE CORNER OF GROUNDS OWNED BY W.T. VICK, 19.1 FEET
 EB0002'NORTHEAST OF NORTHEAST RAIL, AND 10.7 FEET SOUTHEAST OF
 EB0002'TELEPHONE POLE .
 EB0002'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 EB0002'UNDERGROUND MARK IS NAIL IN CONCRETE.
 EB0002'
 EB0002'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, AT
 EB0002'FENCE CORNER, AND 13.55 METERS (44.5 FEET) FROM STATION
 EB0002'N 104 DEG 08 MIN E.
 EB0002'
 EB0002'AZIMUTH MARK, ESTABLISHED IN 1933,
 EB0002'IS STANDARD REFERENCE DISK IN CONCRETE, ABOUT 60 YARDS
 EB0002'NORTHEAST OF MILEPOST 25, 50 YARDS SOUTHEAST OF GRADE CROSSING,
 EB0002'126 FEET NW OF NORTH CORNER OF TOOL HOUSE, 56.9 FEET NORTHEAST
 EB0002'OF NORTHEAST RAIL, 21 FEET SOUTHWEST OF CENTER LINE OF DIRT
 EB0002'HIGHWAY, 15.7 FEET SOUTHEAST OF 21 INCH SYCAMORE TREE, AND ABOUT
 EB0002'200 YARDS FROM STATION N 33 DEG 01 MIN W.
 EB0002
 EB0002                          STATION RECOVERY (1951)
 EB0002
 EB0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 EB0002'0.8 MI NW FROM ATKINSON.
 EB0002'3/4 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0002'ATKINSON, PENDER COUNTY, 150 YARDS SOUTH OF MILEPOST 25, OPPOSITE
 EB0002'A GREEN HOUSE, IN A CULTIVATED FIELD, 19 FEET NORTHEAST OF THE
 EB0002'NORTHEAST RAIL, 11 FEET SOUTHEAST OF A POLE AND SET IN THE TOP
 EB0002'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 EB0002
 EB0002                          STATION RECOVERY (1973)
 EB0002
 EB0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWC)
 EB0002'STATION HAD A FAIR DESCRIPTION, YET NO SIGN OF MONUMENT COULD BE
 EB0002'FOUND, AN 80 YEAR OLD MAN WHO LIVES ACROSS R R FROM STATION SIGHT
 EB0002'SAID THE STATION HAD BEEN GONE FOR YEARS.  WHAT LOOKED LIKE THE LOWER
 EB0002'PART OF A MONUMENT WAS FOUND IN VICINITY OF WHERE RM WAS PLACED
 EB0002'ORIGINALLY.
 EB0002
 EB0002                          STATION RECOVERY (2004)
 EB0002
 EB0002'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1836 ***********************************************************************
 FA1836  DESIGNATION -  ATLANTA NEW YORK AWY BCN 26
 FA1836  PID         -  FA1836
 FA1836  STATE/COUNTY-  NC/DAVIDSON
 FA1836  USGS QUAD   -  LEXINGTON WEST (1994)
 FA1836
 FA1836                         *CURRENT SURVEY CONTROL
 FA1836  ___________________________________________________________________
 FA1836* NAD 83(2001)-  35 47 48.68029(N)    080 18 55.51905(W)     ADJUSTED  
 FA1836* NAVD 88     -              **(meters)            **(feet)            
 FA1836  ___________________________________________________________________
 FA1836  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 FA1836  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FA1836  HORZ ORDER  -  THIRD
 FA1836
 FA1836.The horizontal coordinates were established by classical geodetic methods
 FA1836.and adjusted by the National Geodetic Survey in August 2005.
 FA1836
 FA1836
 FA1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1836
 FA1836.The geoid height was determined by GEOID03.
 FA1836
 FA1836;                    North         East     Units Scale Factor Converg.
 FA1836;SPC NC       -   227,849.563   490,707.755   MT  0.99991774   -0 45 33.2
 FA1836;SPC NC       -   747,536.44  1,609,930.36   sFT  0.99991774   -0 45 33.2
 FA1836;UTM  17      - 3,961,633.312   561,857.710   MT  0.99964715   +0 24 01.6
 FA1836
 FA1836                          SUPERSEDED SURVEY CONTROL
 FA1836
 FA1836  NAD 83(1986)-  35 47 48.68860(N)    080 18 55.52530(W) AD(       ) 4
 FA1836  NAD 27      -  35 47 48.19400(N)    080 18 56.33900(W) AD(       ) 3
 FA1836
 FA1836.Superseded values are not recommended for survey control.
 FA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1836.See file dsdata.txt to determine how the superseded data were derived.
 FA1836
 FA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6185861633(NAD 83)
 FA1836_MARKER: 22 = AIRWAY BEACON
 FA1836
 FA1836  HISTORY     - Date     Condition        Report By
 FA1836  HISTORY     - 1948     FIRST OBSERVED   CGS
 FA1836
 FA1836                          STATION DESCRIPTION
 FA1836
 FA1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1836'THIS IS AN INTERSECTION STATION.
 FA1836'
 FA1836'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LEXINGTON AND 4
 FA1836'MILES EAST OF CHURCHLAND.  IT IS A STANDARD CIVIL AERONAUTICS
 FA1836'AIRWAY BEACON PAINTED RED AND WHITE AND ABOUT 70 FEET HIGH.  THE
 FA1836'POINT OBSERVED ON WAS THE CENTER OF THE LIGHT.
 FA1836'
 FA1836'TO REACH THE STATION FROM THE COURTHOUSE IN LEXINGTON GO
 FA1836'SOUTHWEST ON U.S. HIGHWAY 29, 52 AND 70 FOR 2.0 MILES TO A FORK
 FA1836'RIGHT, TAKE RIGHT FORK AND GO 1.85 MILES TO A T-ROAD RIGHT, TURN
 FA1836'RIGHT AND GO 0.1 MILE TO A RIGHT FORK AND STATION IN THE FORK.
 FA1836'
 FA1836'OFICE NOTE--AIRWAY BEACON NO. 26 FORMERLY CALLED AIRWAY BEACON
 FA1836'NO. 26B.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0812 ***********************************************************************
 EY0812  DESIGNATION -  ATLANTIC
 EY0812  PID         -  EY0812
 EY0812  STATE/COUNTY-  NC/LENOIR
 EY0812  USGS QUAD   -  KINSTON (1983)
 EY0812
 EY0812                         *CURRENT SURVEY CONTROL
 EY0812  ___________________________________________________________________
 EY0812* NAD 83(2001)-  35 15 55.82518(N)    077 35 05.84723(W)     ADJUSTED  
 EY0812* NAVD 88     -        13.231  (meters)      43.41   (feet)  ADJUSTED  
 EY0812  ___________________________________________________________________
 EY0812  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EY0812  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EY0812  DYNAMIC HT  -          13.219 (meters)      43.37  (feet)  COMP
 EY0812  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 EY0812
 EY0812  HORZ ORDER  -  SECOND
 EY0812  VERT ORDER  -  SECOND    CLASS I
 EY0812
 EY0812.The horizontal coordinates were established by classical geodetic methods
 EY0812.and adjusted by the National Geodetic Survey in August 2005.
 EY0812
 EY0812.The orthometric height was determined by differential leveling
 EY0812.and adjusted in August 2000.
 EY0812
 EY0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0812
 EY0812.The geoid height was determined by GEOID03.
 EY0812
 EY0812.The dynamic height is computed by dividing the NAVD 88
 EY0812.geopotential number by the normal gravity value computed on the
 EY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0812.degrees latitude (g = 980.6199 gals.).
 EY0812
 EY0812.The modeled gravity was interpolated from observed gravity values.
 EY0812
 EY0812;                    North         East     Units Scale Factor Converg.
 EY0812;SPC NC       -   169,032.673   738,338.447   MT  0.99987262   +0 49 00.2
 EY0812;SPC NC       -   554,568.03  2,422,365.39   sFT  0.99987262   +0 49 00.2
 EY0812;UTM  18      - 3,905,551.220   264,856.001   MT  1.00028147   -1 29 35.3
 EY0812
 EY0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0812!SPC NC       -   1.00000359  x   0.99987262  =   0.99987621
 EY0812!UTM  18      -   1.00000359  x   1.00028147  =   1.00028506
 EY0812
 EY0812|---------------------------------------------------------------------|
 EY0812| PID    Reference Object                     Distance      Geod. Az  |
 EY0812|                                                           dddmmss.s |
 EY0812| EY1379 MITCHELL                            118.326 METERS 03252     |
 EY0812| EY1378 HOOD                                APPROX. 0.5 KM 2812332.6 |
 EY0812|---------------------------------------------------------------------|
 EY0812
 EY0812                          SUPERSEDED SURVEY CONTROL
 EY0812
 EY0812  NAD 83(1986)-  35 15 55.83404(N)    077 35 05.85611(W) AD(       ) 2
 EY0812  NAD 27      -  35 15 55.24064(N)    077 35 06.96991(W) AD(       ) 2
 EY0812  NAVD 88 (06/15/91)   13.239  (m)           43.44   (f) UNKNOWN     1 1
 EY0812  NGVD 29 (??/??/92)   13.599  (m)           44.62   (f) ADJ UNCH    1 1
 EY0812
 EY0812.Superseded values are not recommended for survey control.
 EY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0812.See file dsdata.txt to determine how the superseded data were derived.
 EY0812
 EY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6485605551(NAD 83)
 EY0812_MARKER: DE = TRAVERSE STATION DISK
 EY0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0812_STAMPING: ATLANTIC 1967
 EY0812_MARK LOGO: NCGS  
 EY0812_PROJECTION: FLUSH
 EY0812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0812+STABILITY: SURFACE MOTION
 EY0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0812+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1996
 EY0812
 EY0812  HISTORY     - Date     Condition        Report By
 EY0812  HISTORY     - 1967     MONUMENTED       NCGS
 EY0812  HISTORY     - 1968     GOOD             NGS
 EY0812  HISTORY     - 1978     GOOD             NCGS
 EY0812  HISTORY     - 1978     GOOD             NCGS
 EY0812  HISTORY     - 1986     GOOD             USPSQD
 EY0812  HISTORY     - 19910226 GOOD             NCGS
 EY0812  HISTORY     - 19910521 GOOD             USPSQD
 EY0812  HISTORY     - 19961205 GOOD             NCGS
 EY0812  HISTORY     - 20031122 GOOD             USPSQD
 EY0812  HISTORY     - 20050130 GOOD             USPSQD
 EY0812
 EY0812                          STATION DESCRIPTION
 EY0812
 EY0812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY0812'ATLANTIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY0812'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY0812'
 EY0812'ATLANTIC IS LOCATED APPROXIMATELY 0.5 MILE WSW OF THE CENTER
 EY0812'OF KINSTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EY0812'MITCHELL ST. AND ATLANTIC AVE. IN KINSTON, WEST ON ATLANTIC AVE.
 EY0812'FOR 1/2 BLOCK.  STATION IS IN GRASSY AREA ON SOUTH SIDE OF
 EY0812'ATLANTIC AVE. BETWEEN RAILROAD AND ATLANTIC AVE. ABOUT MIDWAY
 EY0812'BETWEEN COLLEGE AND MITCHELL STREETS, IN FRONT OF KINSTON
 EY0812'GRADED SCHOOL ADMINISTRATION BUILDING.
 EY0812'
 EY0812'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY0812'ATLANTIC 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY0812'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY0812'
 EY0812'MARK IS
 EY0812'
 EY0812'5.71 FT N OF N RAIL OF RR TRACK
 EY0812'
 EY0812'8.4 FT SE OF NO PARKING ANY TIME SIGN WITH ALUMINUM REF. TAG
 EY0812'
 EY0812'6.9 FT S OF EDGE OF CURB OF S SIDE OF ATLANTIC AVE.
 EY0812'
 EY0812'64.8 FT W OF TP WITH ALUMINUM REF. TAG
 EY0812'
 EY0812'42.3 FT S OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG ON N SIDE
 EY0812'OF ATLANTIC AVE.
 EY0812
 EY0812                          STATION RECOVERY (1968)
 EY0812
 EY0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0812'0.4 MI W FROM KINSTON.
 EY0812'ABOUT 0.4 MILE WEST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY
 EY0812'RAILROAD FROM THE FREIGHT STATION AT KINSTON, 83 YARDS EAST OF THE
 EY0812'CENTER OF THE CROSSING OF THE RAILROAD AND COLLEGE STREET, 56
 EY0812'YARDS WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 EY0812'MITCHELL STREET, 5 1/2 FEET NORTH OF THE NORTH RAIL OF THE
 EY0812'TRACK, 20 FEET SOUTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE
 EY0812'OF ATLANTIC AVENUE, 65 FEET WEST OF A TELEPHONE POLE WHICH BEARS
 EY0812'AN ALUMINUM REFERENCE TAG, 7 FEET SOUTH OF THE SOUTH CONCRETE
 EY0812'CURB OF THE NORTH TRAFFIC LANE OF THE AVENUE, ABOUT 1 FOOT
 EY0812'ABOVE THE LEVEL OF THE AVENUE, ABOUT 1 FOOT BELOW THE LEVEL OF
 EY0812'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 EY0812'BELOW THE SURFACE OF THE GROUND.
 EY0812
 EY0812                          STATION RECOVERY (1978)
 EY0812
 EY0812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (LWA)
 EY0812'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS
 EY0812'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS 8.1 FEET
 EY0812'SOUTHWEST OF THE CENTER OF A METAL STORM DRAIN COVER AND 59.7 FEET
 EY0812'EAST-SOUTHEAST OF A TELEPHONE POLE WITH STREET LIGHT AND REFERENCE
 EY0812'TAG. THE--NO PARKING--SIGN HAS BEEN REMOVED.
 EY0812
 EY0812                          STATION RECOVERY (1978)
 EY0812
 EY0812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0812'RECOVERED IN GOOD CONDITION.
 EY0812
 EY0812                          STATION RECOVERY (1986)
 EY0812
 EY0812'RECOVERY NOTE BY US POWER SQUADRON 1986 (JTS)
 EY0812'RECOVERED IN GOOD CONDITION.
 EY0812
 EY0812                          STATION RECOVERY (1991)
 EY0812
 EY0812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY0812'RECOVERED AS DESCRIBED. NO PARKING SIGN AND 24-INCH OAK HAVE BEEN
 EY0812'REMOVED. MARK IS 5.30 FT (1.62 M) SOUTH OF THE CURB ON THE SOUTH SIDE
 EY0812'OF ATLANTIC STREET--AND 60.40 FT (18.41 M) WEST OF A POWER POLE AND
 EY0812'65.3 FT (19.9 M) EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 EY0812
 EY0812                          STATION RECOVERY (1991)
 EY0812
 EY0812'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY0812'RECOVERED IN GOOD CONDITION.
 EY0812
 EY0812                          STATION RECOVERY (1996)
 EY0812
 EY0812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY0812'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND CORRECTIONS.
 EY0812'MARK IS ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF ATLANTIC
 EY0812'STREET AND IS NOW RECESSED 4 INCHES BELOW THE GROUND.  LOCATED 6.2 FT
 EY0812'(1.9 M) NORTH OF THE NORTHERN RAIL OF THE RAILROAD TRACK, 5.9 FT (1.8
 EY0812'M) SOUTH OF THE SOUTHERN CURB OF ATLANTIC AVENUE, 21.0 FT (6.4 M)
 EY0812'SOUTH OF THE CENTERLINE OF ATLANTIC AVENUE, 8.0 FT (2.4 M)
 EY0812'WEST-SOUTHWEST OF THE CENTERLINE OF CATCH BASIN ON THE SOUTHERN SIDE
 EY0812'OF ATLANTIC AVENUE, 41.9 FT (12.8 M) SOUTHWEST OF A POWER POLE ACROSS
 EY0812'ATLANTIC AVENUE, 56.9 FT (17.3 M) SOUTH-SOUTHEAST OF A 36 INCH OAK
 EY0812'TREE, 60.5 FT (18.4 M) EAST-SOUTHEAST OF A POWER POLE WITH LIGHT AND
 EY0812'65.6 FT (20.0 M) NORTHWEST OF A POWER POLE WITH TRANSFORMER BOTH WITH
 EY0812'REFERENCE TAGS.  ALSO, THE NO PARKING SIGN POST AND THE TELEPHONE POLE
 EY0812'WITH REFERENCE TAGS ARE NOW GONE AS IS THE TAG ON THE 36 INCH OAK
 EY0812'TREE.
 EY0812
 EY0812                          STATION RECOVERY (2003)
 EY0812
 EY0812'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY0812'RECOVERED AS DESCRIBED.
 EY0812
 EY0812                          STATION RECOVERY (2005)
 EY0812
 EY0812'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2533 ***********************************************************************
 EB2533  DESIGNATION -  ATLANTIC
 EB2533  PID         -  EB2533
 EB2533  STATE/COUNTY-  NC/ROBESON
 EB2533  USGS QUAD   -  SAINT PAULS (1986)
 EB2533
 EB2533                         *CURRENT SURVEY CONTROL
 EB2533  ___________________________________________________________________
 EB2533* NAD 83(2001)-  34 49 59.64635(N)    078 58 42.61312(W)     ADJUSTED  
 EB2533* NAVD 88     -        57.58   (+/-2cm)     188.9    (feet)  VERTCON   
 EB2533  ___________________________________________________________________
 EB2533  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EB2533  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 EB2533  HORZ ORDER  -  SECOND
 EB2533  VERT ORDER  -  THIRD ? (See Below)
 EB2533
 EB2533.The horizontal coordinates were established by classical geodetic methods
 EB2533.and adjusted by the National Geodetic Survey in August 2005.
 EB2533
 EB2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2533.The vertical order pertains to the NGVD 29 superseded value.
 EB2533
 EB2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2533
 EB2533.The geoid height was determined by GEOID03.
 EB2533
 EB2533;                    North         East     Units Scale Factor Converg.
 EB2533;SPC NC       -   120,164.146   611,567.358   MT  0.99989910   +0 00 44.7
 EB2533;SPC NC       -   394,238.54  2,006,450.57   sFT  0.99989910   +0 00 44.7
 EB2533;UTM  17      - 3,856,412.804   684,851.793   MT  1.00002116   +1 09 17.9
 EB2533
 EB2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2533!SPC NC       -   0.99999624  x   0.99989910  =   0.99989534
 EB2533!UTM  17      -   0.99999624  x   1.00002116  =   1.00001740
 EB2533
 EB2533:                Primary Azimuth Mark                     Grid Az
 EB2533:SPC NC       -  HOLLINGSWORTH                            350 34 04.4
 EB2533:UTM  17      -  HOLLINGSWORTH                            349 25 31.2
 EB2533
 EB2533|---------------------------------------------------------------------|
 EB2533| PID    Reference Object                     Distance      Geod. Az  |
 EB2533|                                                           dddmmss.s |
 EB2533| EB2534 HOLLINGSWORTH                       APPROX. 0.8 KM 3503449.1 |
 EB2533|---------------------------------------------------------------------|
 EB2533
 EB2533                          SUPERSEDED SURVEY CONTROL
 EB2533
 EB2533  NAD 83(1986)-  34 49 59.65918(N)    078 58 42.61763(W) AD(       ) 2
 EB2533  NAD 27      -  34 49 59.07238(N)    078 58 43.51089(W) AD(       ) 2
 EB2533  NGVD 29 (07/19/86)   57.86   (m)          189.8    (f) LEVELING    3  
 EB2533
 EB2533.Superseded values are not recommended for survey control.
 EB2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2533.See file dsdata.txt to determine how the superseded data were derived.
 EB2533
 EB2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8485256413(NAD 83)
 EB2533_MARKER: DE = TRAVERSE STATION DISK
 EB2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2533_STAMPING: ATLANTIC 1969
 EB2533_MARK LOGO: NCGS  
 EB2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2533+STABILITY: SURFACE MOTION
 EB2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2533+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 EB2533
 EB2533  HISTORY     - Date     Condition        Report By
 EB2533  HISTORY     - 1969     MONUMENTED       NCGS
 EB2533  HISTORY     - 19950522 GOOD             USPSQD
 EB2533  HISTORY     - 20020616 GOOD             USPSQD
 EB2533
 EB2533                          STATION DESCRIPTION
 EB2533
 EB2533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2533'ATLANTIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2533'THE VICINITY OF ST. PAULS, NORTH CAROLINA.
 EB2533'
 EB2533'ATLANTIC IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF ST. PAULS.
 EB2533'STATION IS NEAR THE SOUTHEAST CORNER OF BRIDGE ON US 301 OVER I-95,
 EB2533'1.6 MILES NORTH OF INTERSECTION OF I-95 AND NC 20, AND 1.1 MILES
 EB2533'SOUTH OF BRIDGE ON SR 1726 OVER I-95.
 EB2533'
 EB2533'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2533'ATLANTIC 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2533'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2533'
 EB2533'MARK IS
 EB2533'
 EB2533'17.3 FEET SW OF C/L OF US 301.
 EB2533'1.3 FEET SW OF GUARD RAIL.
 EB2533'165.5 FEET NE OF PP NO. 176 WITH ALUMINUM REF. TAG.
 EB2533'2.5 FEET SSW OF SW CORNER OF BRIDGE ABUTMENT.
 EB2533'10.8 FEET NNW OF SECOND STEEL POST.
 EB2533'6.3 FEET NNE OF DRAIN PIPE.
 EB2533
 EB2533                          STATION RECOVERY (1995)
 EB2533
 EB2533'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB2533'RECOVERED IN GOOD CONDITION.
 EB2533
 EB2533                          STATION RECOVERY (2002)
 EB2533
 EB2533'RECOVERY NOTE BY US POWER SQUADRON 2002 (CES)
 EB2533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1585 ***********************************************************************
 EA1585  DESIGNATION -  ATLANTIC
 EA1585  PID         -  EA1585
 EA1585  STATE/COUNTY-  NC/CARTERET
 EA1585  USGS QUAD   -  ATLANTIC (1949)
 EA1585
 EA1585                         *CURRENT SURVEY CONTROL
 EA1585  ___________________________________________________________________
 EA1585* NAD 83(2001)-  34 53 17.99490(N)    076 19 46.66687(W)     ADJUSTED  
 EA1585* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1585  ___________________________________________________________________
 EA1585  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EA1585  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA1585  HORZ ORDER  -  FIRST
 EA1585
 EA1585.The horizontal coordinates were established by classical geodetic methods
 EA1585.and adjusted by the National Geodetic Survey in August 2005.
 EA1585
 EA1585.The orthometric height was scaled from a topographic map.
 EA1585
 EA1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1585
 EA1585.The geoid height was determined by GEOID03.
 EA1585
 EA1585;                    North         East     Units Scale Factor Converg.
 EA1585;SPC NC       -   129,558.280   853,649.495   MT  0.99989259   +1 32 28.5
 EA1585;SPC NC       -   425,059.12  2,800,681.72   sFT  0.99989259   +1 32 28.5
 EA1585;UTM  18      - 3,861,466.064   378,500.687   MT  0.99978194   -0 45 38.2
 EA1585
 EA1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1585!SPC NC       -   1.00000583  x   0.99989259  =   0.99989842
 EA1585!UTM  18      -   1.00000583  x   0.99978194  =   0.99978777
 EA1585
 EA1585:                Primary Azimuth Mark                     Grid Az
 EA1585:SPC NC       -  ATLANTIC METH CHURCH SPIRE               235 41 27.4
 EA1585:UTM  18      -  ATLANTIC METH CHURCH SPIRE               237 59 34.1
 EA1585
 EA1585|---------------------------------------------------------------------|
 EA1585| PID    Reference Object                     Distance      Geod. Az  |
 EA1585|                                                           dddmmss.s |
 EA1585| EA1584 ATLANTIC METH CHURCH SPIRE          APPROX. 1.2 KM 2371355.9 |
 EA1585| EA3170 ATLANTIC RM 1                        36.340 METERS 26011     |
 EA1585| EA3169 ATLANTIC AZ MK                                     2781314.9 |
 EA1585| EA3171 ATLANTIC RM 2                        37.180 METERS 32737     |
 EA1585|---------------------------------------------------------------------|
 EA1585
 EA1585                          SUPERSEDED SURVEY CONTROL
 EA1585
 EA1585  NAD 83(1986)-  34 53 18.00888(N)    076 19 46.67585(W) AD(       ) 1
 EA1585  NAD 27      -  34 53 17.42177(N)    076 19 47.98261(W) AD(       ) 1
 EA1585
 EA1585.Superseded values are not recommended for survey control.
 EA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1585.See file dsdata.txt to determine how the superseded data were derived.
 EA1585
 EA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7850161466(NAD 83)
 EA1585_MARKER: DS = TRIANGULATION STATION DISK
 EA1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1585
 EA1585  HISTORY     - Date     Condition        Report By
 EA1585  HISTORY     - 1935     MONUMENTED       CGS
 EA1585  HISTORY     - 1947     GOOD             CGS
 EA1585  HISTORY     - 1962     SEE DESCRIPTION  CGS
 EA1585
 EA1585                          STATION DESCRIPTION
 EA1585
 EA1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EA1585'AT PAMLICO SOUND, ABOUT 0.5 MILE NORTHEAST OF POST OFFICE IN
 EA1585'ATLANTIC, ON PROPERTY BELONGING TO WALLACE STYRON, ABOUT 50
 EA1585'METERS (164 FEET) FROM SHORE AND 50 METERS (164 FEET)
 EA1585'SOUTHEAST OF TWO HOUSES.  TO REACH FROM ATLANTIC, FOLLOW
 EA1585'U.S. HIGHWAY 70 NORTHEAST FOR 0.35 MILE TO END OF PAVEMENT
 EA1585'AND CONTINUE STRAIGHT AHEAD ON LANE 0.2 MILE TO
 EA1585'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 EA1585'CONCRETE.  UPPER MARK PROJECTS ABOUT 4
 EA1585'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 EA1585'CONCRETE.  REFERENCE MARK NO. 1 PROJECTS 4 INCHES,
 EA1585'IS AT FOOT OF TREE AND 119.225 FEET FROM STATION
 EA1585'S 80 DEG 11 MIN W.  REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS
 EA1585'IN GARDEN OF MORE EASTERLY OF TWO HOUSES AND 121.98 FEET
 EA1585'FROM STATION N 32 DEG 23 MIN W.  AZIMUTH MARK IS
 EA1585'ABOUT 0.2 MILE NORTHWEST OF END OF PAVEMENT OF U.S. HIGHWAY
 EA1585'70, 20 METERS (66 FEET) EAST OF CEDAR POINT ROAD AND
 EA1585'WEST OF STATION N 81 DEG 47 MIN W.  BEARING
 EA1585'FROM STATION TO CUPOLA, CORE BANK, COAST GUARD STATION,
 EA1585'IS S 29 DEG 22 MIN E.
 EA1585
 EA1585                          STATION RECOVERY (1947)
 EA1585
 EA1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1585'STATION, AZIMUTH MARK, AND REFERENCE MARKS RECOVERED IN
 EA1585'GOOD CONDITION.  DESCRIPTION COMPLETE AND ADEQUATE EXCEPT
 EA1585'FOR THE FOLLOWING CHANGE--
 EA1585'
 EA1585'CHANGE ABOUT 50 METERS (164 FEET) FROM SHORE TO 10.1 METERS
 EA1585'FROM THE MEAN HIGH-WATER LINE.
 EA1585
 EA1585                          STATION RECOVERY (1962)
 EA1585
 EA1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFR)
 EA1585'RECOVERED RM STAMPED ATLANTIC NO. 1 1935 FOR STATION
 EA1585'ATLANTIC 1935, WHICH HAS BEEN DESTROYED.
 EA1585'
 EA1585'SEE ATLANTIC 2 1962.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2095 ***********************************************************************
 EY2095  DESIGNATION -  ATLANTIC
 EY2095  PID         -  EY2095
 EY2095  STATE/COUNTY-  NC/BEAUFORT
 EY2095  USGS QUAD   -  WASHINGTON (1983)
 EY2095
 EY2095                         *CURRENT SURVEY CONTROL
 EY2095  ___________________________________________________________________
 EY2095* NAD 83(2001)-  35 32 50.91366(N)    077 04 07.46141(W)     ADJUSTED  
 EY2095* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY2095  ___________________________________________________________________
 EY2095  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 EY2095  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EY2095  HORZ ORDER  -  THIRD
 EY2095
 EY2095.The horizontal coordinates were established by classical geodetic methods
 EY2095.and adjusted by the National Geodetic Survey in August 2005.
 EY2095
 EY2095.The orthometric height was scaled from a topographic map.
 EY2095
 EY2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2095
 EY2095.The geoid height was determined by GEOID03.
 EY2095
 EY2095;                    North         East     Units Scale Factor Converg.
 EY2095;SPC NC       -   201,098.373   784,689.134   MT  0.99988587   +1 06 52.8
 EY2095;SPC NC       -   659,770.25  2,574,434.27   sFT  0.99988587   +1 06 52.8
 EY2095;UTM  18      - 3,935,727.511   312,476.770   MT  1.00003336   -1 12 11.0
 EY2095
 EY2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2095!SPC NC       -   1.00000580  x   0.99988587  =   0.99989167
 EY2095!UTM  18      -   1.00000580  x   1.00003336  =   1.00003916
 EY2095
 EY2095|---------------------------------------------------------------------|
 EY2095| PID    Reference Object                     Distance      Geod. Az  |
 EY2095|                                                           dddmmss.s |
 EY2095| EY4389 ATLANTIC RM                          14.180 METERS 04912     |
 EY2095| EY2172 WASHINGTON MUNICIPAL TANK           APPROX. 0.9 KM 0985552.0 |
 EY2095| EY2171 WASHINGTON HWY BRIDGE CUPOLA        APPROX. 0.8 KM 1250716.5 |
 EY2095| EY2106 COAST                               APPROX. 0.5 KM 2145735.3 |
 EY2095| EY2165 WASHINGTON ACLRR BRIDGE CEN LT      260.786 METERS 21928     |
 EY2095|---------------------------------------------------------------------|
 EY2095
 EY2095                          SUPERSEDED SURVEY CONTROL
 EY2095
 EY2095  NAD 83(1986)-  35 32 50.93449(N)    077 04 07.44639(W) AD(       ) 3
 EY2095  NAD 27      -  35 32 50.35700(N)    077 04 08.61800(W) AD(       ) 3
 EY2095
 EY2095.Superseded values are not recommended for survey control.
 EY2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2095.See file dsdata.txt to determine how the superseded data were derived.
 EY2095
 EY2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1247735728(NAD 83)
 EY2095_MARKER: DS = TRIANGULATION STATION DISK
 EY2095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY2095_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY2095
 EY2095  HISTORY     - Date     Condition        Report By
 EY2095  HISTORY     - 1935     MONUMENTED       CGS
 EY2095  HISTORY     - 1949     GOOD             CGS
 EY2095
 EY2095                          STATION DESCRIPTION
 EY2095
 EY2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY2095'STATION IS ON THE N SHORE OF PAMLICO RIVER AT WASHINGTON, NORTH
 EY2095'CAROLINA, ABOUT 100 FEET S OF THE ATLANTIC COAST LINE RAILROAD
 EY2095'BRIDGE, ON A NARROW STRIP OF MARSH ABOUT 15 FEET WIDE.  STATION
 EY2095'IS ABOUT 350 FEET S OF N ABUTMENT OF BRIDGE, ABOUT 200 FEET N OF
 EY2095'BULKHEAD AT S END OF SHED BELONGING TO EUREKA LUMBER COMPANY,
 EY2095'ABOUT 125 FEET N OF S END OF THE NARROW STRIP OF MARSH.
 EY2095'
 EY2095'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY2095'IN THE TOPS OF TILES.
 EY2095
 EY2095                          STATION RECOVERY (1949)
 EY2095
 EY2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY2095'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS
 EY2095'NOT FOUND.  CONSIDERABLE EROSION IS EVIDENT ALONG THE POINT AND
 EY2095'THE MARK HAS PROBABLY BEEN DESTROYED.  THE ORIGINAL DESCRIPTION
 EY2095'IS CONFUSING AS TO DIRECTION.  A NEW DESCRIPTION FOLLOWS--
 EY2095'
 EY2095'STATION IS LOCATED ON THE N SHORE OF THE PAMLICO RIVER, IN
 EY2095'WASHINGTON, N.C., ON PROPERTY OF THE EUREKA LUMBER COMPANY, ON A
 EY2095'NARROW STRIP OF LOW, BRUSH-COVERED LAND ABOUT 200 FEET E OF THE
 EY2095'ATLANTIC COAST LINE RAILROAD BRIDGE, ABOUT 200 FEET S OF THE
 EY2095'BULK-HEAD OF THE BASE OF THE STRIP OF LAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3412 ***********************************************************************
 FY3412  DESIGNATION -  ATLANTIC
 FY3412  PID         -  FY3412
 FY3412  STATE/COUNTY-  NC/ROCKINGHAM
 FY3412  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3412
 FY3412                         *CURRENT SURVEY CONTROL
 FY3412  ___________________________________________________________________
 FY3412* NAD 83(2001)-  36 28 51.28308(N)    079 44 20.69175(W)     ADJUSTED  
 FY3412* NAVD 88     -       184.8    (meters)     606.     (feet)  VERTCON   
 FY3412  ___________________________________________________________________
 FY3412  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 FY3412  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 FY3412  HORZ ORDER  -  SECOND
 FY3412
 FY3412.The horizontal coordinates were established by classical geodetic methods
 FY3412.and adjusted by the National Geodetic Survey in August 2005.
 FY3412
 FY3412.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3412
 FY3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3412
 FY3412.The geoid height was determined by GEOID03.
 FY3412
 FY3412;                    North         East     Units Scale Factor Converg.
 FY3412;SPC NC       -   303,212.249   543,363.685   MT  1.00010288   -0 25 35.7
 FY3412;SPC NC       -   994,788.85  1,782,685.69   sFT  1.00010288   -0 25 35.7
 FY3412;SPC VA S     - 1,017,106.429 3,388,958.191   MT  1.00006414   -0 45 07.3
 FY3412;SPC VA S     - 3,336,956.68 11,118,607.00   sFT  1.00006414   -0 45 07.3
 FY3412;UTM  17      - 4,038,029.797   612,952.337   MT  0.99975719   +0 44 59.2
 FY3412
 FY3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3412!SPC NC       -   0.99997611  x   1.00010288  =   1.00007898
 FY3412!SPC VA S     -   0.99997611  x   1.00006414  =   1.00004024
 FY3412!UTM  17      -   0.99997611  x   0.99975719  =   0.99973330
 FY3412
 FY3412|---------------------------------------------------------------------|
 FY3412| PID    Reference Object                     Distance      Geod. Az  |
 FY3412|                                                           dddmmss.s |
 FY3412| FY3423 SEWER                               383.609 METERS 17823     |
 FY3412|---------------------------------------------------------------------|
 FY3412
 FY3412                          SUPERSEDED SURVEY CONTROL
 FY3412
 FY3412  NAD 83(1993)-  36 28 51.28544(N)    079 44 20.69369(W) AD(       ) 2
 FY3412  NAD 83(1986)-  36 28 51.28926(N)    079 44 20.69690(W) AD(       ) 2
 FY3412  NAD 27      -  36 28 50.78955(N)    079 44 21.57027(W) AD(       ) 2
 FY3412  NGVD 29 (07/19/86)  185.0    (m)          607.     (f) VERT ANG    3  
 FY3412
 FY3412.Superseded values are not recommended for survey control.
 FY3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3412.See file dsdata.txt to determine how the superseded data were derived.
 FY3412
 FY3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1295238030(NAD 83)
 FY3412_MARKER: DE = TRAVERSE STATION DISK
 FY3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3412_STAMPING: ATLANTIC 1969
 FY3412_MARK LOGO: NCGS  
 FY3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3412+STABILITY: SURFACE MOTION
 FY3412
 FY3412  HISTORY     - Date     Condition        Report By
 FY3412  HISTORY     - 1969     MONUMENTED       NCGS
 FY3412
 FY3412                          STATION DESCRIPTION
 FY3412
 FY3412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3412'ATLANTIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3412'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3412'
 FY3412'ATLANTIC IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF EDEN.  TO
 FY3412'REACH STATION PROCEED FROM THE INTERSECTION OF NC 14 AND SR 2066
 FY3412'(KINGS HIGHWAY), IN EDEN, GO SOUTH ON NC 14 FOR 0.85 MILE TO
 FY3412'STATION ON LEFT SIDE OF ROAD AND DIRECTLY ACROSS ROAD FROM DIRT
 FY3412'LANE LEADING INTO WOODS.
 FY3412'
 FY3412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3412'ATLANTIC 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3412'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY3412'
 FY3412'MARK IS
 FY3412'
 FY3412'38.9 FT ESE OF C/L OF DIRT ROAD WHERE IT ENTERS HIGHWAY
 FY3412'
 FY3412'24.3 FT E OF C/L OF NC 14
 FY3412'
 FY3412'26.5 FT N OF 45 MILE AN HOUR SIGN POST AND TRUCKS ENTERING
 FY3412'HIGHWAY SIGN, AND WITH ALUMINUM REF. TAG
 FY3412'
 FY3412'82.0 FT E OF S END OF CONCRETE CULVERT UNDER DIRT ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7828 ***********************************************************************
 AC7828  DESIGNATION -  ATLANTIC
 AC7828  PID         -  AC7828
 AC7828  STATE/COUNTY-  NC/MECKLENBURG
 AC7828  USGS QUAD   -  DERITA (1993)
 AC7828
 AC7828                         *CURRENT SURVEY CONTROL
 AC7828  ___________________________________________________________________
 AC7828* NAD 83(2001)-  35 20 00.63574(N)    080 48 57.97093(W)     ADJUSTED  
 AC7828* NAVD 88     -       250.190  (meters)     820.83   (feet)  ADJUSTED  
 AC7828  ___________________________________________________________________
 AC7828  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AC7828  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AC7828  DYNAMIC HT  -         249.963 (meters)     820.09  (feet)  COMP
 AC7828  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 AC7828
 AC7828  HORZ ORDER  -  SECOND
 AC7828  VERT ORDER  -  SECOND    CLASS II
 AC7828
 AC7828.The horizontal coordinates were established by classical geodetic methods
 AC7828.and adjusted by the National Geodetic Survey in August 2005.
 AC7828
 AC7828.The orthometric height was determined by differential leveling
 AC7828.and adjusted in July 1997.
 AC7828
 AC7828.Photographs are available for this station.
 AC7828
 AC7828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7828
 AC7828.The geoid height was determined by GEOID03.
 AC7828
 AC7828.The dynamic height is computed by dividing the NAVD 88
 AC7828.geopotential number by the normal gravity value computed on the
 AC7828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7828.degrees latitude (g = 980.6199 gals.).
 AC7828
 AC7828.The modeled gravity was interpolated from observed gravity values.
 AC7828
 AC7828;                    North         East     Units Scale Factor Converg.
 AC7828;SPC NC       -   177,168.921   444,518.067   MT  0.99987361   -1 02 53.5
 AC7828;SPC NC       -   581,261.70  1,458,389.69   sFT  0.99987361   -1 02 53.5
 AC7828;UTM  17      - 3,910,044.578   516,712.540   MT  0.99960344   +0 06 22.9
 AC7828
 AC7828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7828!SPC NC       -   0.99996553  x   0.99987361  =   0.99983914
 AC7828!UTM  17      -   0.99996553  x   0.99960344  =   0.99956898
 AC7828
 AC7828                          SUPERSEDED SURVEY CONTROL
 AC7828
 AC7828  NAD 83(1986)-  35 20 00.65259(N)    080 48 57.97871(W) AD(       ) 2
 AC7828  NGVD 29 (09/29/97)  250.42   (m)          821.6    (f) LEVELING    3  
 AC7828
 AC7828.Superseded values are not recommended for survey control.
 AC7828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7828.See file dsdata.txt to determine how the superseded data were derived.
 AC7828
 AC7828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1671310045(NAD 83)
 AC7828_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7828_STAMPING: ATLANTIC 1987
 AC7828_MARK LOGO: NCGS  
 AC7828_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7828+STABILITY: SURFACE MOTION
 AC7828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC7828+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 AC7828
 AC7828  HISTORY     - Date     Condition        Report By
 AC7828  HISTORY     - 1987     MONUMENTED       NCGS
 AC7828  HISTORY     - 20010331 GOOD             USPSQD
 AC7828  HISTORY     - 20030220 GOOD             NGS
 AC7828  HISTORY     - 20060907 GOOD             USPSQD
 AC7828
 AC7828                          STATION DESCRIPTION
 AC7828
 AC7828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AC7828'STATION IS LOCATED ABOUT 4.34 KM (2.70 MI) NORTH OF DERITA AND 8.85 KM
 AC7828'(5.50 MI) SOUTH OF HUNTERSVILLE. ALONG SR 2665 (W.T. HARRIS BLVD) FOR
 AC7828'4.1 MI (6.6 KM) WEST FROM THE I-85 UNDERPASS IN CHARLOTTE, OR 0.72 KM
 AC7828'(0.45 MI) EAST OF THE RAILROAD OVERPASS, AT RIGHT-OF-WAY FENCE AT THE
 AC7828'ENTRANCE TO ATLANTIC DESIGN CORP., IN THE NORTHWEST QUADRANT. MARK IS
 AC7828'2 FEET HIGHER THAN SR 2665 AND FLUSH WITH GROUND.  LOCATED 35.2 M
 AC7828'(115.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF SR 2665, 11.8 M (38.7
 AC7828'FT) WEST-NORTHWEST OF CENTERLINE OF RECEIVING ROAD LEADING TO ATLANTIC
 AC7828'DESIGN CORP., 19.8 M (65.0 FT) SOUTH OF THE CENTERLINE OF DRIVE
 AC7828'LEADING TO VISITOR PARKING, 15.3 M (50.2 FT) SOUTH-SOUTHEAST OF METAL
 AC7828'LIGHT POLE--AND 26.7 M (87.6 FT) WEST OF POWER POLE, 10.8 M (35.4 FT)
 AC7828'SOUTHEAST OF RIGHT-OF-WAY FENCE BRACE POST--BOTH WITH REFERENCE TAGS.
 AC7828
 AC7828                          STATION RECOVERY (2001)
 AC7828
 AC7828'RECOVERY NOTE BY US POWER SQUADRON 2001
 AC7828'RECOVERED IN GOOD CONDITION.
 AC7828
 AC7828                          STATION RECOVERY (2003)
 AC7828
 AC7828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 AC7828'RECOVERED IN GOOD CONDITION.
 AC7828
 AC7828                          STATION RECOVERY (2006)
 AC7828
 AC7828'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC7828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7494 ***********************************************************************
 AE7494  DESIGNATION -  ATLANTIC
 AE7494  PID         -  AE7494
 AE7494  STATE/COUNTY-  NC/WAKE
 AE7494  USGS QUAD   -  RALEIGH EAST (1993)
 AE7494
 AE7494                         *CURRENT SURVEY CONTROL
 AE7494  ___________________________________________________________________
 AE7494* NAD 83(2001)-  35 49 09.62155(N)    078 36 54.54235(W)     ADJUSTED  
 AE7494* NAVD 88     -        73.930  (meters)     242.55   (feet)  ADJUSTED  
 AE7494  ___________________________________________________________________
 AE7494  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 AE7494  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AE7494  DYNAMIC HT  -          73.867 (meters)     242.35  (feet)  COMP
 AE7494  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 AE7494
 AE7494  HORZ ORDER  -  SECOND
 AE7494  VERT ORDER  -  SECOND    CLASS II
 AE7494
 AE7494.The horizontal coordinates were established by classical geodetic methods
 AE7494.and adjusted by the National Geodetic Survey in August 2005.
 AE7494
 AE7494.The orthometric height was determined by differential leveling
 AE7494.and adjusted in September 1998.
 AE7494
 AE7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7494
 AE7494.The geoid height was determined by GEOID03.
 AE7494
 AE7494.The dynamic height is computed by dividing the NAVD 88
 AE7494.geopotential number by the normal gravity value computed on the
 AE7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7494.degrees latitude (g = 980.6199 gals.).
 AE7494
 AE7494.The modeled gravity was interpolated from observed gravity values.
 AE7494
 AE7494;                    North         East     Units Scale Factor Converg.
 AE7494;SPC NC       -   229,623.723   644,376.811   MT  0.99992155   +0 13 19.6
 AE7494;SPC NC       -   753,357.16  2,114,092.92   sFT  0.99992155   +0 13 19.6
 AE7494;UTM  17      - 3,966,535.840   715,449.737   MT  1.00017202   +1 23 46.4
 AE7494
 AE7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7494!SPC NC       -   0.99999356  x   0.99992155  =   0.99991511
 AE7494!UTM  17      -   0.99999356  x   1.00017202  =   1.00016558
 AE7494
 AE7494|---------------------------------------------------------------------|
 AE7494| PID    Reference Object                     Distance      Geod. Az  |
 AE7494|                                                           dddmmss.s |
 AE7494| AE7493 HIGHWOODS                           392.388 METERS 05945     |
 AE7494| AE7505 AVENUE                              APPROX. 1.4 KM 2011342.7 |
 AE7494| EZ6594 RALEIGH CABLEVISION TOWER           APPROX. 1.9 KM 2041402.2 |
 AE7494|---------------------------------------------------------------------|
 AE7494
 AE7494                          SUPERSEDED SURVEY CONTROL
 AE7494
 AE7494  NAD 83(1986)-  35 49 09.62511(N)    078 36 54.55149(W) AD(       ) 2
 AE7494  NGVD 29 (02/27/98)   74.21   (m)          243.5    (f) LEVELING    3  
 AE7494
 AE7494.Superseded values are not recommended for survey control.
 AE7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7494.See file dsdata.txt to determine how the superseded data were derived.
 AE7494
 AE7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1545066536(NAD 83)
 AE7494_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7494_STAMPING: ATLANTIC 1987
 AE7494_MARK LOGO: NCGS  
 AE7494_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7494+STABILITY: SURFACE MOTION
 AE7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7494+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2007
 AE7494
 AE7494  HISTORY     - Date     Condition        Report By
 AE7494  HISTORY     - 1987     MONUMENTED       NCGS
 AE7494  HISTORY     - 19871001 GOOD             NCGS
 AE7494  HISTORY     - 20071227 GOOD             GEOCAC
 AE7494
 AE7494                          STATION DESCRIPTION
 AE7494
 AE7494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7494'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF THE
 AE7494'CAPITAL SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.7 KM (0.45 MI)
 AE7494'NORTH-NORTHEAST FROM HODGES STREET, BETWEEN THE SIDEWALK AND A LARGE
 AE7494'BILLBOARD SIGN. MARK IS FLUSH WITH GROUND AND 2 FEET (0.6 M) HIGHER
 AE7494'THAN THE ROAD. LOCATED 9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF
 AE7494'THE SOUTH BOUND LANE, 23.7 M (77.8 FT) WEST-SOUTHWEST OF A FIRE
 AE7494'HYDRANT, 20.6 M (67.6 FT) WEST OF A MANHOLE COVER, 20 M (65.6 FT)
 AE7494'EAST-NORTHEAST OF A METAL BILLBOARD SIGN POST, AND 19.5 M (64.0 FT)
 AE7494'(SLOPE DISTANCE) EAST-SOUTHEAST OF A TELEGRAPH POLE WITH A REFERENCE
 AE7494'TAG.
 AE7494
 AE7494                          STATION RECOVERY (1987)
 AE7494
 AE7494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7494'RECOVERED AS DESCRIBED.
 AE7494
 AE7494                          STATION RECOVERY (2007)
 AE7494
 AE7494'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AE7494'RECOVERED IN GOOD CONDITION. MARK IS RECESSED 30 INCHES (NOT FLUSH
 AE7494'WITH GROUND). DELETE REFERENCE TO BILLBOARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0039 ***********************************************************************
 EA0039  DESIGNATION -  ATLANTIC 2
 EA0039  PID         -  EA0039
 EA0039  STATE/COUNTY-  NC/CARTERET
 EA0039  USGS QUAD   -  ATLANTIC (1949)
 EA0039
 EA0039                         *CURRENT SURVEY CONTROL
 EA0039  ___________________________________________________________________
 EA0039* NAD 83(2007)-  34 53 17.48522(N)    076 19 48.15418(W)     ADJUSTED  
 EA0039* NAVD 88     -         2.631  (meters)       8.63   (feet)  ADJUSTED  
 EA0039  ___________________________________________________________________
 EA0039  EPOCH DATE  -        2002.00
 EA0039  X           -   1,237,772.154 (meters)                     COMP
 EA0039  Y           -  -5,089,140.968 (meters)                     COMP
 EA0039  Z           -   3,627,679.024 (meters)                     COMP
 EA0039  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EA0039  ELLIP HEIGHT-         -35.132 (meters)          (02/10/07) ADJUSTED
 EA0039  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0039  DYNAMIC HT  -           2.628 (meters)       8.62  (feet)  COMP
 EA0039
 EA0039  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA0039  Type    PID    Designation                      North   East  Ellip
 EA0039  -------------------------------------------------------------------
 EA0039  NETWORK EA0039 ATLANTIC 2                        1.25   1.08   2.59
 EA0039  -------------------------------------------------------------------
 EA0039  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 EA0039
 EA0039  VERT ORDER  -  SECOND    CLASS 0
 EA0039
 EA0039.The horizontal coordinates were established by GPS observations
 EA0039.and adjusted by the National Geodetic Survey in February 2007.
 EA0039
 EA0039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA0039.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA0039.The horizontal coordinates are valid at the epoch date displayed above.
 EA0039.The epoch date for horizontal control is a decimal equivalence
 EA0039.of Year/Month/Day.
 EA0039
 EA0039.The orthometric height was determined by differential leveling
 EA0039.and adjusted in June 1991.
 EA0039
 EA0039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA0039
 EA0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0039
 EA0039.The ellipsoidal height was determined by GPS observations
 EA0039.and is referenced to NAD 83.
 EA0039
 EA0039.The geoid height was determined by GEOID03.
 EA0039
 EA0039.The dynamic height is computed by dividing the NAVD 88
 EA0039.geopotential number by the normal gravity value computed on the
 EA0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0039.degrees latitude (g = 980.6199 gals.).
 EA0039
 EA0039.The modeled gravity was interpolated from observed gravity values.
 EA0039
 EA0039;                    North         East     Units Scale Factor Converg.
 EA0039;SPC NC       -   129,541.565   853,612.169   MT  0.99989260   +1 32 27.7
 EA0039;SPC NC       -   425,004.28  2,800,559.26   sFT  0.99989260   +1 32 27.7
 EA0039;UTM  18      - 3,861,450.863   378,462.724   MT  0.99978205   -0 45 39.0
 EA0039
 EA0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0039!SPC NC       -   1.00000551  x   0.99989260  =   0.99989811
 EA0039!UTM  18      -   1.00000551  x   0.99978205  =   0.99978756
 EA0039
 EA0039|---------------------------------------------------------------------|
 EA0039| PID    Reference Object                     Distance      Geod. Az  |
 EA0039|                                                           dddmmss.s |
 EA0039| EA3170 ATLANTIC RM 1                         9.690 METERS 01200     |
 EA0039| EA3172 ATLANTIC 2 AZ MK                                   0275608.9 |
 EA0039| EA0040 ATLANTIC 2 RM 4                      30.529 METERS 23818     |
 EA0039|---------------------------------------------------------------------|
 EA0039
 EA0039                          SUPERSEDED SURVEY CONTROL
 EA0039
 EA0039  NAD 83(2001)-  34 53 17.48548(N)    076 19 48.15374(W) AD(       ) 1
 EA0039  ELLIP H (03/13/03)  -35.114  (m)                       GP(       ) 4 2
 EA0039  NAD 83(1986)-  34 53 17.49975(N)    076 19 48.16586(W) AD(       ) 1
 EA0039  NAD 83(1986)-  34 53 17.49975(N)    076 19 48.16586(W) AD(       ) 1
 EA0039  NAD 27      -  34 53 16.91291(N)    076 19 49.47218(W) AD(       ) 1
 EA0039  NAVD 88 (03/18/97)    2.63   (m)            8.6    (f) LEVELING    3  
 EA0039  NGVD 29 (??/??/92)    2.931  (m)            9.62   (f) ADJ UNCH    2 0
 EA0039
 EA0039.Superseded values are not recommended for survey control.
 EA0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0039.See file dsdata.txt to determine how the superseded data were derived.
 EA0039
 EA0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7846361451(NAD 83)
 EA0039_MARKER: DS = TRIANGULATION STATION DISK
 EA0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0039_STAMPING: ATLANTIC 2 1962
 EA0039_MARK LOGO: CGS   
 EA0039_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0039+STABILITY: SURFACE MOTION
 EA0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0039+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2008
 EA0039
 EA0039  HISTORY     - Date     Condition        Report By
 EA0039  HISTORY     - 1962     MONUMENTED       CGS
 EA0039  HISTORY     - 1962     GOOD             CGS
 EA0039  HISTORY     - 1978     GOOD             USE
 EA0039  HISTORY     - 1982     GOOD             NCGS
 EA0039  HISTORY     - 1984     GOOD             USE
 EA0039  HISTORY     - 19920923 GOOD             NCGS
 EA0039  HISTORY     - 20040226 GOOD             NCGS
 EA0039  HISTORY     - 20080608 GOOD             3001
 EA0039
 EA0039                          STATION DESCRIPTION
 EA0039
 EA0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA0039'STATION IS LOCATED ABOUT 0.2 MILE NORTH OF ATLANTIC AND
 EA0039'ABOUT 0.7 MILE NORTH OF THE FERRY LANDING IN ATLANTIC.  IT
 EA0039'IS 42-1/2 FEET WEST OF THE CENTER OF ASPHALT ROAD, 31 FEET
 EA0039'SOUTH OF A 24 INCH OAK TREE, AND 39 FEET SOUTHWEST OF A 36
 EA0039'INCH OAK TREE.  THE STATION IS MARKED BY A STANDARD DISK SET
 EA0039'IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT IS
 EA0039'FLUSH.  THE DISK IS STAMPED ATLANTIC 2 1962.
 EA0039'
 EA0039'TO REACH THE STATION FROM THE ATLANTIC POST OFFICE GO
 EA0039'NORTHEAST ON U.S. HIGHWAY 70 FOR 0.6 MILE TO POINT WHERE
 EA0039'U.S. 70 TURNS SHARP LEFT AND AN ASPHALT ROAD STRAIGHT
 EA0039'AHEAD.  CONTINUE STRAIGHT AHEAD ON ASPHALT ROAD FOR 0.2 MILE
 EA0039'TO STATION ON LEFT AS DESCRIBED.  CONTINUE NORTH ON ASPHALT
 EA0039'ROAD FOR 0.2 MILE TO STATION ON LEFT AS DESCRIBED.  CONTINUE
 EA0039'NORTH ON ASPHALT ROAD FOR 0.1 MILE TO POINT WHERE ROAD TURNS
 EA0039'SHARP LEFT.  AZIMUTH MARK IS 130 FEET NORTH OF THIS POINT.
 EA0039'
 EA0039'AZIMUTH MARK IS MARKED BY A STANDARD DISK SET IN THE TOP
 EA0039'OF A 12X12 INCH CONCRETE MONUMENT THAT IS FLUSH AND THE DISK
 EA0039'IS STAMPED ATLANTIC 2 1962.  IT IS 2.2 FEET SOUTHEAST OF WOOD
 EA0039'WITNESS POST WITH SIGN, 130 FEET NORTHEAST OF THE APPROXIMATE
 EA0039'CENTER OF ASPHALT ROAD, AND 10-1/2 FEET SOUTH OF A 24 INCH
 EA0039'OAK TREE.
 EA0039'
 EA0039'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK SET IN THE
 EA0039'TOP OF A 6X6 INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 EA0039'INCHES AND THE DISK IS STAMPED ATLANTIC NO 1 1935.  IT IS 4-1/2
 EA0039'FEET EAST OF A 24 INCH OAK TREE, 48 FEET WEST OF THE
 EA0039'APPROXIMATE CENTER OF ASPHALT ROAD, AND ABOUT 90 FEET EAST OF
 EA0039'THE SOUTHEAST CORNER OF A WHITE HOUSE.
 EA0039'
 EA0039'REFERENCE MARK NO. 4 IS MARKED BY A STANDARD DISK SET IN THE
 EA0039'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 EA0039'AND THE DISK IS STAMPED ATLANTIC 2 NO 4 1962.  IT IS 6 FEET
 EA0039'SOUTH OF A 15 INCH OAK TREE, AND 96 FEET NORTHWEST OF THE
 EA0039'APPROXIMATE CENTER OF THE ASPHALT ROAD.
 EA0039'
 EA0039'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EA0039
 EA0039                          STATION RECOVERY (1962)
 EA0039
 EA0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 EA0039'0.8 MI NE FROM ATLANTIC.
 EA0039'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST
 EA0039'OFFICE AT ATLANTIC, THENCE 0.2 MILE NORTHEAST ALONG A BLACK TOP
 EA0039'STREET, 42 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 31
 EA0039'FEET SOUTH OF A 24 INCH OAK TREE, 39 FEET SOUTHWEST OF A 36 INCH
 EA0039'OAK TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 EA0039'ABOVE THE LEVEL OF THE GROUND.
 EA0039
 EA0039                          STATION RECOVERY (1978)
 EA0039
 EA0039'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 EA0039'RECOVERED IN GOOD CONDITION.
 EA0039
 EA0039                          STATION RECOVERY (1982)
 EA0039
 EA0039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0039'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0039'THE DESCRIPTION IS ADEQUATE EXCEPT THE ADD 71.5 FEET SOUTH-SOUTHEAST
 EA0039'OF SOUTHERNMOST CORNER OF GILGOS PORCH AND 13.0 FEET NORTH OF THE END
 EA0039'PROPERTY LINE POST WITH REFERENCE TAG.
 EA0039
 EA0039                          STATION RECOVERY (1984)
 EA0039
 EA0039'RECOVERY NOTE BY US ENGINEERS 1984 (GRN)
 EA0039'ATLANTIC 2 1962 FOUND GOOD, DESCRIPTION ADEQUATE, ALL MARKS INTACT.
 EA0039
 EA0039                          STATION RECOVERY (1992)
 EA0039
 EA0039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0039'RECOVERED AS DESCRIBED. PROCEED ALONG NC 12 FOR 2.1 MI (3.4 KM)
 EA0039'NORTHEAST FROM US 70 (JUST NORTH OF THE HI-RISE BRIDGE OVER SALTERS
 EA0039'CREEK) TO SR 1387 (CEDAR ISLAND ROAD), THENCE ALONG SR 1387 FOR 3.2 MI
 EA0039'(5.1 KM) SOUTHEAST TO SR 1378 (SHELL ROAD), THENCE ALONG SR 1378 FOR
 EA0039'0.3 MI (0.5 KM) MEANDERING EAST TO THE AZIMUTH MARK. CONTINUE
 EA0039'SOUTHWEST FOR 0.5 MI (0.8 KM) TO THE STATION, IN THE FRONT YARD OF
 EA0039'LIONEL AND EMMA GILGO. MARK IS LEVEL WITH ROAD. LOCATED 41.3 FT (12.6
 EA0039'M) NORTHWEST OF THE CENTER OF THE ROAD.
 EA0039
 EA0039                          STATION RECOVERY (2004)
 EA0039
 EA0039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 EA0039'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. LOCATED IN
 EA0039'THE SOUTHWEST CORNER OF YARD OF RESIDENCE AT 261 SHELL ROAD (SR 1378)
 EA0039'AND 29.8 FT (9.1 M) SOUTHWEST OF SOUTHERNMOST OF TWO 22-INCH LIVE OAKS
 EA0039'IN THE YARD.
 EA0039
 EA0039                          STATION RECOVERY (2008)
 EA0039
 EA0039'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 EA0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0040 ***********************************************************************
 EA0040  DESIGNATION -  ATLANTIC 2 RM 4
 EA0040  PID         -  EA0040
 EA0040  STATE/COUNTY-  NC/CARTERET
 EA0040  USGS QUAD   -  ATLANTIC (1949)
 EA0040
 EA0040                         *CURRENT SURVEY CONTROL
 EA0040  ___________________________________________________________________
 EA0040* NAD 83(1986)-  34 53 17.     (N)    076 19 48.     (W)     SCALED    
 EA0040* NAVD 88     -         2.524  (meters)       8.28   (feet)  ADJUSTED  
 EA0040  ___________________________________________________________________
 EA0040  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0040  DYNAMIC HT  -           2.522 (meters)       8.27  (feet)  COMP
 EA0040  MODELED GRAV-     979,730.0   (mgal)                       NAVD 88
 EA0040
 EA0040  VERT ORDER  -  SECOND    CLASS 0
 EA0040
 EA0040.The horizontal coordinates were scaled from a topographic map and have
 EA0040.an estimated accuracy of +/- 6 seconds.
 EA0040
 EA0040.The orthometric height was determined by differential leveling
 EA0040.and adjusted in June 1991.
 EA0040
 EA0040.The geoid height was determined by GEOID03.
 EA0040
 EA0040.The dynamic height is computed by dividing the NAVD 88
 EA0040.geopotential number by the normal gravity value computed on the
 EA0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0040.degrees latitude (g = 980.6199 gals.).
 EA0040
 EA0040.The modeled gravity was interpolated from observed gravity values.
 EA0040
 EA0040;                    North         East    Units  Estimated Accuracy
 EA0040;SPC NC       -   129,530.      853,620.      MT  (+/- 180 meters Scaled)
 EA0040
 EA0040                          SUPERSEDED SURVEY CONTROL
 EA0040
 EA0040  NGVD 29 (??/??/92)    2.824  (m)            9.27   (f) ADJ UNCH    2 0
 EA0040
 EA0040.Superseded values are not recommended for survey control.
 EA0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0040.See file dsdata.txt to determine how the superseded data were derived.
 EA0040
 EA0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD784614(NAD 83)
 EA0040_MARKER: DR = REFERENCE MARK DISK
 EA0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0040_STAMPING: ATLANTIC 2 NO 4 1962
 EA0040_MARK LOGO: CGS   
 EA0040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0040+STABILITY: SURFACE MOTION
 EA0040
 EA0040  HISTORY     - Date     Condition        Report By
 EA0040  HISTORY     - 1962     MONUMENTED       CGS
 EA0040  HISTORY     - 1982     GOOD             NCGS
 EA0040  HISTORY     - 19920923 GOOD             NCGS
 EA0040
 EA0040                          STATION DESCRIPTION
 EA0040
 EA0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EA0040'0.8 MI NE FROM ATLANTIC.
 EA0040'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST
 EA0040'OFFICE AT ATLANTIC, THENCE 0.2 MILE NORTHEAST ALONG A BLACK TOP
 EA0040'STREET, 100.2 FEET SOUTHWEST OF THE STATION, 96 FEET NORTHWEST
 EA0040'OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A 15 INCH OAK
 EA0040'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EA0040'THE LEVEL OF THE GROUND.
 EA0040
 EA0040                          STATION RECOVERY (1982)
 EA0040
 EA0040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0040'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 EA0040
 EA0040                          STATION RECOVERY (1992)
 EA0040
 EA0040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0040'STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF ATLANTIC.$PROCEED
 EA0040'ALONG NC 12 FOR 2.1 MI (3.4 KM) NORTHEAST FROM US 70 (JUST NORTH OF
 EA0040'THE HI-RISE BRIDGE OVER SALTERS CREEK) TO SR 1387 (CEDAR ISLAND ROAD),
 EA0040'THENCE ALONG SR 1387 FOR 3.2 MI (5.1 KM) SOUTHEAST TO SR 1378 (SHELL
 EA0040'ROAD), THENCE ALONG SR 1378 FOR 0.3 MI (0.5 KM) MEANDERING EAST TO THE
 EA0040'AZIMUTH MARK. CONTINUE SOUTHWEST FOR 0.5 MI (0.8 KM) TO THE STATION
 EA0040'AND REFERENCE MARKS, IN THE YARD OF LIONEL AND EMMA GILGO.$MARK IS
 EA0040'FLUSH WITH GROUND. LOCATED 96 FT (29.3 M) NORTHWEST OF THE CENTER OF
 EA0040'THE ROAD, AND 7 FT (2.1 M) SOUTH-SOUTHEAST OF A 27-INCH FORKED OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7531 ***********************************************************************
 AC7531  DESIGNATION -  ATLANTIC BEACH EAST TANK
 AC7531  PID         -  AC7531
 AC7531  STATE/COUNTY-  NC/CARTERET
 AC7531  USGS QUAD   -  
 AC7531
 AC7531                         *CURRENT SURVEY CONTROL
 AC7531  ___________________________________________________________________
 AC7531* NAD 83(2001)-  34 41 59.57715(N)    076 44 15.85599(W)     ADJUSTED  
 AC7531* NAVD 88     -              **(meters)            **(feet)            
 AC7531  ___________________________________________________________________
 AC7531  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AC7531  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AC7531  HORZ ORDER  -  THIRD
 AC7531
 AC7531.The horizontal coordinates were established by classical geodetic methods
 AC7531.and adjusted by the National Geodetic Survey in August 2005.
 AC7531
 AC7531
 AC7531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7531
 AC7531.The geoid height was determined by GEOID03.
 AC7531
 AC7531;                    North         East     Units Scale Factor Converg.
 AC7531;SPC NC       -   107,733.074   816,835.396   MT  0.99991866   +1 18 20.6
 AC7531;SPC NC       -   353,454.26  2,679,900.80   sFT  0.99991866   +1 18 20.6
 AC7531;UTM  18      - 3,841,136.236   340,843.101   MT  0.99991222   -0 59 22.1
 AC7531
 AC7531                          SUPERSEDED SURVEY CONTROL
 AC7531
 AC7531  NAD 83(1986)-  34 41 59.58707(N)    076 44 15.86423(W) AD(       ) 4
 AC7531
 AC7531.Superseded values are not recommended for survey control.
 AC7531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7531.See file dsdata.txt to determine how the superseded data were derived.
 AC7531
 AC7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4084341136(NAD 83)
 AC7531_MARKER: 53 = ELEVATED TANK
 AC7531_SETTING: 0 = UNSPECIFIED SETTING
 AC7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7531+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 AC7531
 AC7531  HISTORY     - Date     Condition        Report By
 AC7531  HISTORY     - 1992     FIRST OBSERVED   NCGS
 AC7531  HISTORY     - 19960214 GOOD             NCGS
 AC7531  HISTORY     - 20030205 GOOD             USPSQD
 AC7531  HISTORY     - 20030226 GOOD             USPSQD
 AC7531  HISTORY     - 20041019 GOOD             USPSQD
 AC7531
 AC7531                          STATION DESCRIPTION
 AC7531
 AC7531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RLC)
 AC7531'STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF MOREHEAD CITY, IN
 AC7531'ATLANTIC BEACH.$PROCEED ALONG MOREHEAD AVENUE FOR 0.7 MI (1.1 KM)
 AC7531'SOUTH FROM THE SOUTH END OF ATLANTIC BEACH BRIDGE TO FORT MACON
 AC7531'BOULEVARD, THENCE EAST ALONG FORT MACON BOULEVARD FOR 0.1 MI (0.2 KM)
 AC7531'TO BEAUFORT AVENUE, THENCE SOUTH ALONG BEAUFORT AVENUE FOR ONE BLOCK
 AC7531'TO EAST BOGUE BOULEVARD, THENCE WEST ALONG EAST BOGUE BOULEVARD FOR
 AC7531'ONE BLOCK TO EAST DRIVE AND THE LIGHT BLUE WATER TANK, IN THE
 AC7531'SOUTHEAST CORNER OF THE INTERSECTION.$TANK IS SUPPORTED BY A SINGLE
 AC7531'COLUMN AND IS THE EAST MOST OF 2 IN ATLANTIC BEACH.  WELCOME ATLANTIC
 AC7531'BEACH--IS ON THE TANK IN DARK BLUE SCRIPT.
 AC7531
 AC7531                          STATION RECOVERY (2003)
 AC7531
 AC7531'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7531'RECOVERED IN GOOD CONDITION.
 AC7531
 AC7531                          STATION RECOVERY (2003)
 AC7531
 AC7531'RECOVERY NOTE BY US POWER SQUADRON 2003 (FM)
 AC7531'PAINTED WITH YELLOW LETTERS ATLANTIC BEACH
 AC7531
 AC7531                          STATION RECOVERY (2004)
 AC7531
 AC7531'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 AC7531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1584 ***********************************************************************
 EA1584  DESIGNATION -  ATLANTIC METH CHURCH SPIRE
 EA1584  PID         -  EA1584
 EA1584  STATE/COUNTY-  NC/CARTERET
 EA1584  USGS QUAD   -  ATLANTIC (1949)
 EA1584
 EA1584                         *CURRENT SURVEY CONTROL
 EA1584  ___________________________________________________________________
 EA1584* NAD 83(2001)-  34 52 57.28183(N)    076 20 25.71298(W)     ADJUSTED  
 EA1584* NAVD 88     -              **(meters)            **(feet)            
 EA1584  ___________________________________________________________________
 EA1584  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 EA1584  GEOID HEIGHT-         -37.79  (meters)                     GEOID03
 EA1584  HORZ ORDER  -  THIRD
 EA1584
 EA1584.The horizontal coordinates were established by classical geodetic methods
 EA1584.and adjusted by the National Geodetic Survey in August 2005.
 EA1584
 EA1584
 EA1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1584
 EA1584.The geoid height was determined by GEOID03.
 EA1584
 EA1584;                    North         East     Units Scale Factor Converg.
 EA1584;SPC NC       -   128,893.668   852,675.588   MT  0.99989322   +1 32 06.0
 EA1584;SPC NC       -   422,878.64  2,797,486.49   sFT  0.99989322   +1 32 06.0
 EA1584;UTM  18      - 3,860,841.171   377,500.982   MT  0.99978495   -0 46 00.2
 EA1584
 EA1584                          SUPERSEDED SURVEY CONTROL
 EA1584
 EA1584  NAD 83(1986)-  34 52 57.29565(N)    076 20 25.72420(W) AD(       ) 4
 EA1584  NAD 27      -  34 52 56.71000(N)    076 20 27.02800(W) AD(       ) 3
 EA1584
 EA1584.Superseded values are not recommended for survey control.
 EA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1584.See file dsdata.txt to determine how the superseded data were derived.
 EA1584
 EA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7750160841(NAD 83)
 EA1584_MARKER: 90 = CHURCH SPIRE
 EA1584
 EA1584  HISTORY     - Date     Condition        Report By
 EA1584  HISTORY     - 1933     FIRST OBSERVED   CGS
 EA1584  HISTORY     - 1947     GOOD             CGS
 EA1584  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EA1584
 EA1584                          STATION DESCRIPTION
 EA1584
 EA1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1584'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 EA1584'
 EA1584'STATION IS SPIRE OF METHODIST CHURCH IN ATLANTIC, N.C.
 EA1584
 EA1584                          STATION RECOVERY (2003)
 EA1584
 EA1584'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1584'OLD CHURCH HAS BEEN REPLACED BY A NEW CHURCH BUILDING WITH NO SPIRE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2357 ***********************************************************************
 FA2357  DESIGNATION -  ATLAS
 FA2357  PID         -  FA2357
 FA2357  STATE/COUNTY-  NC/MECKLENBURG
 FA2357  USGS QUAD   -  MINT HILL (1993)
 FA2357
 FA2357                         *CURRENT SURVEY CONTROL
 FA2357  ___________________________________________________________________
 FA2357* NAD 83(2001)-  35 10 31.02216(N)    080 44 56.01676(W)     ADJUSTED  
 FA2357* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 FA2357  ___________________________________________________________________
 FA2357  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 FA2357  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA2357  HORZ ORDER  -  SECOND
 FA2357
 FA2357.The horizontal coordinates were established by classical geodetic methods
 FA2357.and adjusted by the National Geodetic Survey in August 2005.
 FA2357
 FA2357.The orthometric height was scaled from a topographic map.
 FA2357
 FA2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2357
 FA2357.The geoid height was determined by GEOID03.
 FA2357
 FA2357;                    North         East     Units Scale Factor Converg.
 FA2357;SPC NC       -   159,509.756   450,317.533   MT  0.99987348   -1 00 33.9
 FA2357;SPC NC       -   523,324.92  1,477,416.77   sFT  0.99987348   -1 00 33.9
 FA2357;UTM  17      - 3,892,510.532   522,864.933   MT  0.99960644   +0 08 40.8
 FA2357
 FA2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2357!SPC NC       -   0.99997010  x   0.99987348  =   0.99984358
 FA2357!UTM  17      -   0.99997010  x   0.99960644  =   0.99957655
 FA2357
 FA2357:                Primary Azimuth Mark                     Grid Az
 FA2357:SPC NC       -  HARDY                                    146 00 22.1
 FA2357:UTM  17      -  HARDY                                    144 51 07.4
 FA2357
 FA2357|---------------------------------------------------------------------|
 FA2357| PID    Reference Object                     Distance      Geod. Az  |
 FA2357|                                                           dddmmss.s |
 FA2357| FA2358 HARDY                               APPROX. 0.7 KM 1445948.2 |
 FA2357|---------------------------------------------------------------------|
 FA2357
 FA2357                          SUPERSEDED SURVEY CONTROL
 FA2357
 FA2357  NAD 83(1986)-  35 10 31.04052(N)    080 44 56.02262(W) AD(       ) 2
 FA2357  NAD 27      -  35 10 30.51106(N)    080 44 56.76783(W) AD(       ) 2
 FA2357
 FA2357.Superseded values are not recommended for survey control.
 FA2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2357.See file dsdata.txt to determine how the superseded data were derived.
 FA2357
 FA2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2286592511(NAD 83)
 FA2357_MARKER: DE = TRAVERSE STATION DISK
 FA2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2357_STAMPING: ATLAS 1965
 FA2357_MARK LOGO: NCGS  
 FA2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2357+STABILITY: SURFACE MOTION
 FA2357
 FA2357  HISTORY     - Date     Condition        Report By
 FA2357  HISTORY     - 1965     MONUMENTED       NCGS
 FA2357  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2357  HISTORY     - 19980209 MARK NOT FOUND   USPSQD
 FA2357
 FA2357                          STATION DESCRIPTION
 FA2357
 FA2357'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 FA2357'ATLAS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2357'IN THE VICINITY OF MONROE, NORTH CAROLINA.
 FA2357'
 FA2357'ATLAS IS 6.5 MILES SE OF CHARLOTTE.  LOCATED 2.1 MILES SE
 FA2357'ALONG U.S. 74 FROM INTERSECTION OF U.S. 74, NC 27 AND NC 24
 FA2357'IN THE MEDIAN.  0.05 MILES SE OF SR 3332.  APPROXIMATELY 150
 FA2357'FT SW OF PHILLIPS 66 STATION AND 0.45 MILES NW ALONG U.S. 74
 FA2357'FROM SR 3333.
 FA2357'
 FA2357'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2357'ATLAS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2357'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2357'
 FA2357'MARK IS
 FA2357'
 FA2357'15.0 FT S OF THE CENTER OF CULVERT
 FA2357'
 FA2357'12.3 FT W OF PAINTED ARROW ON W LANE OF U.S. 74
 FA2357'
 FA2357'19.6 FT E OF PAINTED ARROW ON E LANE OF U.S. 74
 FA2357'
 FA2357'15.3 FT NW OF ALUMINUM REF. TAG WITH PAINTED ARROW ON W LANE
 FA2357'OF U.S. 74
 FA2357'
 FA2357'14.3 FT SW OF ALUMINUM REF. TAG WITH PAINTED ARROW ON W LANE
 FA2357'OF U.S. 74
 FA2357'
 FA2357'21.9 FT NE OF ALUMINUM REF. TAG WITH PAINTED ARROW ON E LANE
 FA2357'OF U.S. 74
 FA2357'
 FA2357'20.8 FT SE OF ALUMINUM REF. TAG WITH PAINTED ARROW ON E LANE
 FA2357'OF U.S. 74
 FA2357'
 FA2357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2357
 FA2357                          STATION RECOVERY (1971)
 FA2357
 FA2357'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2357'ATLAS 1965 PROBABLY LOST
 FA2357'
 FA2357'NEW LEFT TURN LANE OVER INTERSECTION OF REFERENCES.
 FA2357
 FA2357                          STATION RECOVERY (1998)
 FA2357
 FA2357'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7475 ***********************************************************************
 AE7475  DESIGNATION -  ATSPRING
 AE7475  PID         -  AE7475
 AE7475  STATE/COUNTY-  NC/WAKE
 AE7475  USGS QUAD   -  RALEIGH EAST (1993)
 AE7475
 AE7475                         *CURRENT SURVEY CONTROL
 AE7475  ___________________________________________________________________
 AE7475* NAD 83(2001)-  35 51 40.55726(N)    078 36 02.46553(W)     ADJUSTED  
 AE7475* NAVD 88     -       105.634  (meters)     346.57   (feet)  ADJUSTED  
 AE7475  ___________________________________________________________________
 AE7475  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 AE7475  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AE7475  DYNAMIC HT  -         105.544 (meters)     346.27  (feet)  COMP
 AE7475  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 AE7475
 AE7475  HORZ ORDER  -  SECOND
 AE7475  VERT ORDER  -  SECOND    CLASS II
 AE7475
 AE7475.The horizontal coordinates were established by classical geodetic methods
 AE7475.and adjusted by the National Geodetic Survey in August 2005.
 AE7475
 AE7475.The orthometric height was determined by differential leveling
 AE7475.and adjusted in September 1998.
 AE7475
 AE7475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7475
 AE7475.The geoid height was determined by GEOID03.
 AE7475
 AE7475.The dynamic height is computed by dividing the NAVD 88
 AE7475.geopotential number by the normal gravity value computed on the
 AE7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7475.degrees latitude (g = 980.6199 gals.).
 AE7475
 AE7475.The modeled gravity was interpolated from observed gravity values.
 AE7475
 AE7475;                    North         East     Units Scale Factor Converg.
 AE7475;SPC NC       -   234,280.508   645,665.244   MT  0.99992906   +0 13 49.7
 AE7475;SPC NC       -   768,635.30  2,118,320.05   sFT  0.99992906   +0 13 49.7
 AE7475;UTM  17      - 3,971,219.235   716,642.714   MT  1.00017837   +1 24 22.0
 AE7475
 AE7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7475!SPC NC       -   0.99998858  x   0.99992906  =   0.99991764
 AE7475!UTM  17      -   0.99998858  x   1.00017837  =   1.00016695
 AE7475
 AE7475                          SUPERSEDED SURVEY CONTROL
 AE7475
 AE7475  NAD 83(1986)-  35 51 40.56135(N)    078 36 02.47448(W) AD(       ) 2
 AE7475  NGVD 29 (02/27/98)  105.91   (m)          347.5    (f) LEVELING    3  
 AE7475
 AE7475.Superseded values are not recommended for survey control.
 AE7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7475.See file dsdata.txt to determine how the superseded data were derived.
 AE7475
 AE7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1664371219(NAD 83)
 AE7475_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7475_SP_SET: SIDEWALK
 AE7475_STAMPING: ATSPRING 1987
 AE7475_MARK LOGO: NCGS  
 AE7475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7475
 AE7475  HISTORY     - Date     Condition        Report By
 AE7475  HISTORY     - 1987     MONUMENTED       NCGS
 AE7475  HISTORY     - 19870101 GOOD             NCGS
 AE7475  HISTORY     - 20041116 MARK NOT FOUND   USPSQD
 AE7475
 AE7475                          STATION DESCRIPTION
 AE7475
 AE7475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7475'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF CAPITAL
 AE7475'SQUARE IN RALEIGH. AT THE INTERSECTION OF ATLANTIC AVENUE AND SPRING
 AE7475'FOREST ROAD, IN THE SOUTHWEST QUADRANT, IN THE SIDEWALK. MARK IS LEVEL
 AE7475'WITH ROAD.  LOCATED 7.6 M (24.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AE7475'EAST BOUND LANE OF SPRING FOREST ROAD, 13.0 M (42.7 FT) NORTHWEST OF
 AE7475'THE CENTERLINE OF THE NORTH BOUND LANE OF ATLANTIC AVENUE--AND 2.7 M
 AE7475'(8.9 FT) NORTH OF A SIGNAL LIGHT SUPPORT POLE, 11.5 M (37.7 FT) EAST
 AE7475'OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS.
 AE7475
 AE7475                          STATION RECOVERY (1987)
 AE7475
 AE7475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7475'RECOVERED AS DESCRIBED.
 AE7475
 AE7475                          STATION RECOVERY (2004)
 AE7475
 AE7475'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 AE7475'MARK NOT FOUND, DUE TO HEAVY ROADWORK AND ROAD WIDENEING, ALL
 AE7475'DIRECTIONS LEAD TO MARKER BEING UNDER HIGHWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0834 ***********************************************************************
 AI0834  DESIGNATION -  ATTACK
 AI0834  PID         -  AI0834
 AI0834  STATE/COUNTY-  NC/ONSLOW
 AI0834  USGS QUAD   -  SNEADS FERRY (1988)
 AI0834
 AI0834                         *CURRENT SURVEY CONTROL
 AI0834  ___________________________________________________________________
 AI0834* NAD 83(2007)-  34 35 17.09014(N)    077 28 10.52999(W)     ADJUSTED  
 AI0834* NAVD 88     -        15.74   (meters)      51.6    (feet)  LEVELING  
 AI0834  ___________________________________________________________________
 AI0834  EPOCH DATE  -        2002.00
 AI0834  X           -   1,140,435.068 (meters)                     COMP
 AI0834  Y           -  -5,131,280.880 (meters)                     COMP
 AI0834  Z           -   3,600,328.002 (meters)                     COMP
 AI0834  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AI0834  ELLIP HEIGHT-         -21.492 (meters)          (02/10/07) ADJUSTED
 AI0834  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 AI0834
 AI0834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0834  Type    PID    Designation                      North   East  Ellip
 AI0834  -------------------------------------------------------------------
 AI0834  NETWORK AI0834 ATTACK                            1.31   1.10   1.98
 AI0834  -------------------------------------------------------------------
 AI0834  VERT ORDER  -  THIRD ?
 AI0834
 AI0834.The horizontal coordinates were established by GPS observations
 AI0834.and adjusted by the National Geodetic Survey in February 2007.
 AI0834
 AI0834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0834.The horizontal coordinates are valid at the epoch date displayed above.
 AI0834.The epoch date for horizontal control is a decimal equivalence
 AI0834.of Year/Month/Day.
 AI0834
 AI0834.The orthometric height was determined by differential leveling.
 AI0834.The vertical network tie was performed by a horz. field party for horz.
 AI0834.obs reductions. Reset procedures were used to establish the elevation.
 AI0834
 AI0834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0834
 AI0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0834
 AI0834.The ellipsoidal height was determined by GPS observations
 AI0834.and is referenced to NAD 83.
 AI0834
 AI0834.The geoid height was determined by GEOID03.
 AI0834
 AI0834;                    North         East     Units Scale Factor Converg.
 AI0834;SPC NC       -    94,052.082   749,991.803   MT  0.99993919   +0 52 59.9
 AI0834;SPC NC       -   308,569.21  2,460,598.11   sFT  0.99993919   +0 52 59.9
 AI0834;UTM  18      - 3,830,136.388   273,497.049   MT  1.00023240   -1 24 09.1
 AI0834
 AI0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0834!SPC NC       -   1.00000337  x   0.99993919  =   0.99994256
 AI0834!UTM  18      -   1.00000337  x   1.00023240  =   1.00023577
 AI0834
 AI0834:                Primary Azimuth Mark                     Grid Az
 AI0834:SPC NC       -  RISE                                     107 52 05.3
 AI0834:UTM  18      -  RISE                                     110 09 14.3
 AI0834
 AI0834|---------------------------------------------------------------------|
 AI0834| PID    Reference Object                     Distance      Geod. Az  |
 AI0834|                                                           dddmmss.s |
 AI0834| AI0835 RISE                                APPROX. 0.6 KM 1084505.2 |
 AI0834| EA1207 JAYCEES                             APPROX. 0.9 KM 2765116.5 |
 AI0834|---------------------------------------------------------------------|
 AI0834
 AI0834                          SUPERSEDED SURVEY CONTROL
 AI0834
 AI0834  NAD 83(1986)-  34 35 17.10237(N)    077 28 10.54048(W) AD(       ) 1
 AI0834  NAD 83(2001)-  34 35 17.09105(N)    077 28 10.52864(W) AD(       ) 1
 AI0834  ELLIP H (11/24/04)  -21.484  (m)                       GP(       ) 4 2
 AI0834
 AI0834.Superseded values are not recommended for survey control.
 AI0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0834.See file dsdata.txt to determine how the superseded data were derived.
 AI0834
 AI0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7349730136(NAD 83)
 AI0834_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0834_STAMPING: ATTACK 1988
 AI0834_MARK LOGO: NCGS  
 AI0834_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0834+STABILITY: SURFACE MOTION
 AI0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0834+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 AI0834
 AI0834  HISTORY     - Date     Condition        Report By
 AI0834  HISTORY     - 1988     MONUMENTED       NCGS
 AI0834  HISTORY     - 19990203 GOOD             NCGS
 AI0834
 AI0834                          STATION DESCRIPTION
 AI0834
 AI0834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0834'STATION IS LOCATED ABOUT 7.70 KM (4.80 MI) WEST-NORTHWEST OF SNEADS
 AI0834'FERRY. ALONG NC 210 FOR 1.00 KM (0.60 MI) SOUTHEAST FROM US 17 AT
 AI0834'DIXON SCHOOL, IN SHOULDER. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND
 AI0834'RECESSED 2 INCHES BELOW THE GROUND. LOCATED 5.50 M (18.04 FT) NORTH OF
 AI0834'THE CENTERLINE OF NC 210, 18.80 M (61.68 FT) NORTHEAST OF THE EAST END
 AI0834'OF A DRIVEWAY CULVERT, 36.60 M (120.08 FT) NORTHWEST OF THE WEST END
 AI0834'OF A DRIVEWAY CULVERT, AND 5.80 M (19.03 FT) SOUTH OF A 12-INCH PINE
 AI0834'WITH A REFERENCE TAG.
 AI0834
 AI0834                          STATION RECOVERY (1999)
 AI0834
 AI0834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (RC)
 AI0834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2044 ***********************************************************************
 AB2044  DESIGNATION -  ATWATER
 AB2044  PID         -  AB2044
 AB2044  STATE/COUNTY-  NC/CHATHAM
 AB2044  USGS QUAD   -  BYNUM (1968)
 AB2044
 AB2044                         *CURRENT SURVEY CONTROL
 AB2044  ___________________________________________________________________
 AB2044* NAD 83(2007)-  35 52 27.09588(N)    079 13 13.21277(W)     ADJUSTED  
 AB2044* NAVD 88     -       142.2    (meters)     467.     (feet)  GPS OBS   
 AB2044  ___________________________________________________________________
 AB2044  EPOCH DATE  -        2002.00
 AB2044  X           -     967,759.605 (meters)                     COMP
 AB2044  Y           -  -5,082,974.852 (meters)                     COMP
 AB2044  Z           -   3,716,954.776 (meters)                     COMP
 AB2044  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AB2044  ELLIP HEIGHT-         111.536 (meters)          (02/10/07) ADJUSTED
 AB2044  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AB2044
 AB2044  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2044  Type    PID    Designation                      North   East  Ellip
 AB2044  -------------------------------------------------------------------
 AB2044  NETWORK AB2044 ATWATER                           0.69   0.55   1.29
 AB2044  -------------------------------------------------------------------
 AB2044
 AB2044.The horizontal coordinates were established by GPS observations
 AB2044.and adjusted by the National Geodetic Survey in February 2007.
 AB2044
 AB2044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2044.The horizontal coordinates are valid at the epoch date displayed above.
 AB2044.The epoch date for horizontal control is a decimal equivalence
 AB2044.of Year/Month/Day.
 AB2044
 AB2044.The orthometric height was determined by GPS observations and a
 AB2044.high-resolution geoid model.
 AB2044
 AB2044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2044
 AB2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2044
 AB2044.The ellipsoidal height was determined by GPS observations
 AB2044.and is referenced to NAD 83.
 AB2044
 AB2044.The geoid height was determined by GEOID03.
 AB2044
 AB2044;                    North         East     Units Scale Factor Converg.
 AB2044;SPC NC       -   235,664.334   589,704.708   MT  0.99993149   -0 07 37.8
 AB2044;SPC NC       -   773,175.40  1,934,722.86   sFT  0.99993149   -0 07 37.8
 AB2044;UTM  17      - 3,971,457.230   660,659.338   MT  0.99991806   +1 02 35.2
 AB2044
 AB2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2044!SPC NC       -   0.99998249  x   0.99993149  =   0.99991399
 AB2044!UTM  17      -   0.99998249  x   0.99991806  =   0.99990056
 AB2044
 AB2044                          SUPERSEDED SURVEY CONTROL
 AB2044
 AB2044  NAD 83(2001)-  35 52 27.09569(N)    079 13 13.21141(W) AD(       ) 1
 AB2044  ELLIP H (03/13/03)  111.517  (m)                       GP(       ) 4 2
 AB2044  NAD 83(1986)-  35 52 27.09993(N)    079 13 13.22192(W) AD(       ) 1
 AB2044  NGVD 29 (03/25/96)  142.4    (m)          467.     (f) GPS OBS     3  
 AB2044
 AB2044.Superseded values are not recommended for survey control.
 AB2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2044.See file dsdata.txt to determine how the superseded data were derived.
 AB2044
 AB2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6065971457(NAD 83)
 AB2044_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2044_STAMPING: ATWATER 1992
 AB2044_MARK LOGO: NCGS  
 AB2044_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2044+STABILITY: SURFACE MOTION
 AB2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2044+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2044
 AB2044  HISTORY     - Date     Condition        Report By
 AB2044  HISTORY     - 1992     MONUMENTED       NCGS
 AB2044
 AB2044                          STATION DESCRIPTION
 AB2044
 AB2044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2044'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-SOUTHWEST OF CHAPEL
 AB2044'HILL AND 11.0 MI (17.7 KM) NORTH-NORTHWEST OF PITTSBORO.
 AB2044' 
 AB2044'ALONG SR 1954 (COLLINS MOUNTAIN ROAD) FOR 1.4 MI (2.3 KM) SOUTH FROM
 AB2044'SR 1005 (OLD GREENSBORO HIGHWAY) TO THE ORANGE/CHATHAM COUNTY LINE, ON
 AB2044'TOP OF THE EAST BANK.
 AB2044' 
 AB2044'MARK IS ABOUT 3 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED
 AB2044'29.5 FT (9.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 86.3 FT
 AB2044'(26.3 M) EAST OF A TELEPHONE PEDESTAL, 76.2 FT (23.2 M)
 AB2044'SOUTH-SOUTHEAST OF THE SOUTH END OF A CONCRETE DRIVEWAY CULVERT, 138.4
 AB2044'FT (42.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY WOODEN
 AB2044'STABLE, AND 62.4 FT (19.0 M) NORTH-NORTHEAST OF A POWER POLE WITH A
 AB2044'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5227 ***********************************************************************
 EZ5227  DESIGNATION -  AUBURN
 EZ5227  PID         -  EZ5227
 EZ5227  STATE/COUNTY-  NC/WAKE
 EZ5227  USGS QUAD   -  GARNER (1993)
 EZ5227
 EZ5227                         *CURRENT SURVEY CONTROL
 EZ5227  ___________________________________________________________________
 EZ5227* NAD 83(2001)-  35 42 25.37406(N)    078 32 22.16522(W)     ADJUSTED  
 EZ5227* NAVD 88     -       121.8    (meters)     400.     (feet)  VERTCON   
 EZ5227  ___________________________________________________________________
 EZ5227  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 EZ5227  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EZ5227  HORZ ORDER  -  SECOND
 EZ5227
 EZ5227.The horizontal coordinates were established by classical geodetic methods
 EZ5227.and adjusted by the National Geodetic Survey in August 2005.
 EZ5227
 EZ5227.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5227
 EZ5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5227
 EZ5227.The geoid height was determined by GEOID03.
 EZ5227
 EZ5227;                    North         East     Units Scale Factor Converg.
 EZ5227;SPC NC       -   217,194.856   651,271.343   MT  0.99990408   +0 15 56.9
 EZ5227;SPC NC       -   712,580.12  2,136,712.73   sFT  0.99990408   +0 15 56.9
 EZ5227;UTM  17      - 3,954,247.230   722,599.144   MT  1.00021063   +1 26 11.9
 EZ5227
 EZ5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5227!SPC NC       -   0.99998614  x   0.99990408  =   0.99989022
 EZ5227!UTM  17      -   0.99998614  x   1.00021063  =   1.00019677
 EZ5227
 EZ5227:                Primary Azimuth Mark                     Grid Az
 EZ5227:SPC NC       -  BURNETTE                                 139 31 58.2
 EZ5227:UTM  17      -  BURNETTE                                 138 21 43.2
 EZ5227
 EZ5227|---------------------------------------------------------------------|
 EZ5227| PID    Reference Object                     Distance      Geod. Az  |
 EZ5227|                                                           dddmmss.s |
 EZ5227| EZ5229 BURNETTE                            APPROX. 0.6 KM 1394755.1 |
 EZ5227|---------------------------------------------------------------------|
 EZ5227
 EZ5227                          SUPERSEDED SURVEY CONTROL
 EZ5227
 EZ5227  NAD 83(1986)-  35 42 25.37976(N)    078 32 22.17775(W) AD(       ) 2
 EZ5227  NAD 27      -  35 42 24.82940(N)    078 32 23.16977(W) AD(       ) 2
 EZ5227  NGVD 29 (07/19/86)  122.1    (m)          401.     (f) VERT ANG    3  
 EZ5227
 EZ5227.Superseded values are not recommended for survey control.
 EZ5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5227.See file dsdata.txt to determine how the superseded data were derived.
 EZ5227
 EZ5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2259954247(NAD 83)
 EZ5227_MARKER: DE = TRAVERSE STATION DISK
 EZ5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5227_STAMPING: AUBURN 1965
 EZ5227_MARK LOGO: NCGS  
 EZ5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5227+STABILITY: SURFACE MOTION
 EZ5227
 EZ5227  HISTORY     - Date     Condition        Report By
 EZ5227  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5227
 EZ5227                          STATION DESCRIPTION
 EZ5227
 EZ5227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5227'AUBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5227'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5227'
 EZ5227'AUBURN IS 7.5 MILES SE OF GARNER.  TO REACH STATION FROM
 EZ5227'SR 1004 AND SR 2547 NEAR GARNER HIGH SCHOOL.  GO 1.75 MILES
 EZ5227'SE ALONG SR 1004 TO DIRT ROAD (SR 2548).  TURN LEFT (NORTH) ON
 EZ5227'SR 2548 FOR 0.8 MILES TO FORK IN ROAD, TAKE RIGHT FORK
 EZ5227'(SR 2549) DIRT ROAD FOR 1.0 MILE TO STATION ON LEFT SIDE OF
 EZ5227'SR 2549.  STATION IS 0.4 MILES W ALONG SR 2542 FROM SR 2555.
 EZ5227'TURN LEFT ON SR 2549 FOR 0.1 MILE TO STATION ON RIGHT ON A
 EZ5227'DITCH BANK IN EDGE OF FIELD.
 EZ5227'
 EZ5227'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5227'AUBURN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5227'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5227'
 EZ5227'MARK IS
 EZ5227'
 EZ5227'18.7 FT W OF C/L OF SR 2549
 EZ5227'
 EZ5227'198.5 FT SW OF TP 4-1/2 WITH ALUMINUM REF. TAG
 EZ5227'
 EZ5227'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3551 ***********************************************************************
 FY3551  DESIGNATION -  AUBURN
 FY3551  PID         -  FY3551
 FY3551  STATE/COUNTY-  NC/GUILFORD
 FY3551  USGS QUAD   -  GREENSBORO (1994)
 FY3551
 FY3551                         *CURRENT SURVEY CONTROL
 FY3551  ___________________________________________________________________
 FY3551* NAD 83(2001)-  36 02 49.86766(N)    079 51 31.99499(W)     ADJUSTED  
 FY3551* NAVD 88     -       253.5    (meters)     832.     (feet)  VERTCON   
 FY3551  ___________________________________________________________________
 FY3551  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 FY3551  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 FY3551  HORZ ORDER  -  SECOND
 FY3551
 FY3551.The horizontal coordinates were established by classical geodetic methods
 FY3551.and adjusted by the National Geodetic Survey in August 2005.
 FY3551
 FY3551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3551
 FY3551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3551
 FY3551.The geoid height was determined by GEOID03.
 FY3551
 FY3551;                    North         East     Units Scale Factor Converg.
 FY3551;SPC NC       -   255,170.989   532,210.291   MT  0.99996884   -0 29 44.6
 FY3551;SPC NC       -   837,173.49  1,746,093.26   sFT  0.99996884   -0 29 44.6
 FY3551;UTM  17      - 3,989,784.391   602,786.564   MT  0.99973018   +0 40 17.6
 FY3551
 FY3551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3551!SPC NC       -   0.99996509  x   0.99996884  =   0.99993393
 FY3551!UTM  17      -   0.99996509  x   0.99973018  =   0.99969527
 FY3551
 FY3551|---------------------------------------------------------------------|
 FY3551| PID    Reference Object                     Distance      Geod. Az  |
 FY3551|                                                           dddmmss.s |
 FY3551| FY3605 MERRITT                             251.238 METERS 05936     |
 FY3551| FY3614 RANDON                              431.481 METERS 2261810.3 |
 FY3551|---------------------------------------------------------------------|
 FY3551
 FY3551                          SUPERSEDED SURVEY CONTROL
 FY3551
 FY3551  NAD 83(1993)-  36 02 49.87436(N)    079 51 32.00275(W) AD(       ) 2
 FY3551  NAD 83(1986)-  36 02 49.87449(N)    079 51 32.00338(W) AD(       ) 2
 FY3551  NAD 27      -  36 02 49.38911(N)    079 51 32.88622(W) AD(       ) 2
 FY3551  NGVD 29 (07/19/86)  253.7    (m)          832.     (f) VERT ANG    3  
 FY3551
 FY3551.Superseded values are not recommended for survey control.
 FY3551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3551.See file dsdata.txt to determine how the superseded data were derived.
 FY3551
 FY3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0278789784(NAD 83)
 FY3551_MARKER: DE = TRAVERSE STATION DISK
 FY3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3551_STAMPING: AUBURN 1963
 FY3551_MARK LOGO: NCGS  
 FY3551_PROJECTION: FLUSH
 FY3551_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3551+STABILITY: SURFACE MOTION
 FY3551
 FY3551  HISTORY     - Date     Condition        Report By
 FY3551  HISTORY     - 1963     MONUMENTED       NCGS
 FY3551  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY3551  HISTORY     - 19940408 SEE DESCRIPTION  NCGS
 FY3551  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 FY3551
 FY3551                          STATION DESCRIPTION
 FY3551
 FY3551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3551'AUBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FY3551'GREENSBORO, NORTH CAROLINA.  STATION IS 4.2 MILES SW OF
 FY3551'GREENSBORO, LOCATED 0.1 MILE SW ALONG MERRITT DR. FROM I 40,
 FY3551'0.8 MILE NNE OF OLD HIGH POINT RD. (U.S. 29 AND 70A), IN THE
 FY3551'SW QUADRANT OF MERRITT DRIVE AND AUBURN RD., IN THE NE CORNER
 FY3551'OF YARD AT HOUSE NO. 1842 ON MERRITT DR.
 FY3551'
 FY3551'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3551'AUBURN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3551'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3551'
 FY3551'MARK IS
 FY3551'
 FY3551'17.2 FT NW OF C/L OF MERRITT DR.
 FY3551'
 FY3551'25.4 FT S OF C/L OF AUBURN RD.
 FY3551'
 FY3551'3.0 FT E OF 3 LEAD NAILS IN TP 350
 FY3551'
 FY3551'56.0 FT SE OF 3 LEAD NAILS IN TP 351
 FY3551'
 FY3551'44.2 FT E OF SE CORNER OF HOUSE 1842
 FY3551'
 FY3551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3551
 FY3551                          STATION RECOVERY (1984)
 FY3551
 FY3551'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRB)
 FY3551'NO RECOVERY.
 FY3551'
 FY3551'DID NOT RECOVERY DUE TO THE CHANGE IN WIDENING OF STREET.
 FY3551'YARD HAS BEEN REWORKED.  NAMECHANGE--AUBURN TO HALCYON STREET.
 FY3551
 FY3551                          STATION RECOVERY (1994)
 FY3551
 FY3551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FY3551'ALL REFERENCE PUT MARK UNDER PAVEMENT.
 FY3551
 FY3551                          STATION RECOVERY (2003)
 FY3551
 FY3551'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 FY3551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2245 ***********************************************************************
 EZ2245  DESIGNATION -  AUCTION
 EZ2245  PID         -  EZ2245
 EZ2245  STATE/COUNTY-  NC/WAKE
 EZ2245  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ2245
 EZ2245                         *CURRENT SURVEY CONTROL
 EZ2245  ___________________________________________________________________
 EZ2245* NAD 83(2001)-  35 35 39.12506(N)    078 45 15.95567(W)     ADJUSTED  
 EZ2245* NAVD 88     -       121.587  (meters)     398.91   (feet)  ADJUSTED  
 EZ2245  ___________________________________________________________________
 EZ2245  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 EZ2245  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 EZ2245  DYNAMIC HT  -         121.481 (meters)     398.56  (feet)  COMP
 EZ2245  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 EZ2245
 EZ2245  HORZ ORDER  -  SECOND
 EZ2245  VERT ORDER  -  SECOND    CLASS II
 EZ2245
 EZ2245.The horizontal coordinates were established by classical geodetic methods
 EZ2245.and adjusted by the National Geodetic Survey in August 2005.
 EZ2245
 EZ2245.The orthometric height was determined by differential leveling
 EZ2245.and adjusted in June 1991.
 EZ2245
 EZ2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2245
 EZ2245.The geoid height was determined by GEOID03.
 EZ2245
 EZ2245.The dynamic height is computed by dividing the NAVD 88
 EZ2245.geopotential number by the normal gravity value computed on the
 EZ2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2245.degrees latitude (g = 980.6199 gals.).
 EZ2245
 EZ2245.The modeled gravity was interpolated from observed gravity values.
 EZ2245
 EZ2245;                    North         East     Units Scale Factor Converg.
 EZ2245;SPC NC       -   204,606.361   631,852.939   MT  0.99989040   +0 08 30.2
 EZ2245;SPC NC       -   671,279.37  2,073,004.18   sFT  0.99989040   +0 08 30.2
 EZ2245;UTM  17      - 3,941,262.038   703,436.398   MT  1.00011003   +1 18 26.9
 EZ2245
 EZ2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2245!SPC NC       -   0.99998607  x   0.99989040  =   0.99987647
 EZ2245!UTM  17      -   0.99998607  x   1.00011003  =   1.00009610
 EZ2245
 EZ2245|---------------------------------------------------------------------|
 EZ2245| PID    Reference Object                     Distance      Geod. Az  |
 EZ2245|                                                           dddmmss.s |
 EZ2245| EZ2244 LEON                                346.117 METERS 11525     |
 EZ2245| EZ2246 CO OP                               332.904 METERS 29014     |
 EZ2245|---------------------------------------------------------------------|
 EZ2245
 EZ2245                          SUPERSEDED SURVEY CONTROL
 EZ2245
 EZ2245  NAD 83(1986)-  35 35 39.12403(N)    078 45 15.96582(W) AD(       ) 2
 EZ2245  NAD 27      -  35 35 38.56616(N)    078 45 16.93206(W) AD(       ) 2
 EZ2245  NGVD 29 (??/??/92)  121.855  (m)          399.79   (f) ADJ UNCH    2 2
 EZ2245
 EZ2245.Superseded values are not recommended for survey control.
 EZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2245.See file dsdata.txt to determine how the superseded data were derived.
 EZ2245
 EZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0343641262(NAD 83)
 EZ2245_MARKER: DE = TRAVERSE STATION DISK
 EZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2245_STAMPING: AUCTION 1976
 EZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2245+STABILITY: SURFACE MOTION
 EZ2245
 EZ2245  HISTORY     - Date     Condition        Report By
 EZ2245  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2245  HISTORY     - 1976     GOOD             NCGS
 EZ2245  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 EZ2245
 EZ2245                          STATION DESCRIPTION
 EZ2245
 EZ2245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2245'AUCTION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2245'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA.
 EZ2245'
 EZ2245'AUCTION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF WILLOW SPRINGS
 EZ2245'AND 2.7 MILES EAST OF FUQUAY-VARINA.  TO REACH STATION FROM
 EZ2245'INTERSECTION OF THE NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH
 EZ2245'U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR
 EZ2245'0.25 MILE TO STATION ON LEFT, AT THE EAST END OF CUT ON NORTH
 EZ2245'SIDE OF HIGHWAY, APPROXIMATELY 200 FEET NORTHEAST OF A TIN
 EZ2245'COVERED TOBACCO WAREHOUSE AND 0.2 MILE EAST OF T INTERSECTION
 EZ2245'WITH SR 2795 (N).
 EZ2245'
 EZ2245'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2245'AUCTION 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2245'WHICH IS PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 EZ2245'ABOUT 3 FEET HIGHER THAN ROAD SURFACE.
 EZ2245'
 EZ2245'MARK IS 27.8 FT NNE OF C/L OF NC 42
 EZ2245'
 EZ2245'67.2 FT N OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE
 EZ2245'CULVERT UNDER DRIVE TO TOBACCO WAREHOUSE
 EZ2245'
 EZ2245'30.7 FT SE OF 4 INCH PINE WITH ALUMINUM REF. TAG
 EZ2245'
 EZ2245'30.2 FT SW OF POWER POLE WITH 3 TRANSFORMERS AND WITH ALUMINUM
 EZ2245'REF. TAG
 EZ2245'
 EZ2245'36.5 FT WNW OF 4 INCH PINE WITH ALUMINUM REF. TAG
 EZ2245
 EZ2245                          STATION RECOVERY (1976)
 EZ2245
 EZ2245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2245'1.3 MI W FROM WILLOW SPRINGS.
 EZ2245'TO REACH STATION FROM INTERSECTION OF THE NC 42 WITH NC 55 NEAR THEIR
 EZ2245'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC
 EZ2245'42 FOR 0.25 MILE TO STATION ON LEFT, AT THE EAST END OF CUT ON NORTH
 EZ2245'SIDE OF HIGHWAY, APPROXIMATELY 200 FEET NORTHEAST OF TIN COVERED
 EZ2245'TOBACCO WAREHOUSE, 0.2 MILE EAST OF T INTERSECTION WITH SR 2795 (N).
 EZ2245'27.8 FT. NNE OF CENTERLINE OF NC 42, 67.2 FT. N OF CENTER OF TOP OF
 EZ2245'WESTERNMOST END OF CONCRETE CULVERT UNDER DRIVE TO TOBACCO WAREHOUSE,
 EZ2245'30.7 FT. SE OF 4 INCH PINE WITH ALUMINUM REF. TAG, 30.2 FT. SW OF
 EZ2245'POWER POLE WITH 3 TRANSFORMERS AND WITH ALUMINUM REF. TAG AND 36.5 FT.
 EZ2245'WNW OF 4 INCH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ2245'CYLINDER, 1 INCH ABOVE THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 EZ2245'HIGHER THAN ROAD SURFACE.
 EZ2245
 EZ2245                          STATION RECOVERY (2004)
 EZ2245
 EZ2245'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ2245'NOT FOUND. SHOULDER OF ROAD HAS BEEN GRADED FOR TRUCK TURNING AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1577 ***********************************************************************
 FA1577  DESIGNATION -  AUCTION
 FA1577  PID         -  FA1577
 FA1577  STATE/COUNTY-  NC/RANDOLPH
 FA1577  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1577
 FA1577                         *CURRENT SURVEY CONTROL
 FA1577  ___________________________________________________________________
 FA1577* NAD 83(2001)-  35 54 54.39961(N)    080 01 53.13394(W)     ADJUSTED  
 FA1577* NAVD 88     -       294.4    (meters)     966.     (feet)  VERTCON   
 FA1577  ___________________________________________________________________
 FA1577  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 FA1577  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FA1577  HORZ ORDER  -  SECOND
 FA1577
 FA1577.The horizontal coordinates were established by classical geodetic methods
 FA1577.and adjusted by the National Geodetic Survey in August 2005.
 FA1577
 FA1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1577
 FA1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1577
 FA1577.The geoid height was determined by GEOID03.
 FA1577
 FA1577;                    North         East     Units Scale Factor Converg.
 FA1577;SPC NC       -   240,665.676   516,511.783   MT  0.99993949   -0 35 43.1
 FA1577;SPC NC       -   789,583.97  1,694,589.07   sFT  0.99993949   -0 35 43.1
 FA1577;UTM  17      - 3,974,966.399   587,390.032   MT  0.99969410   +0 34 05.5
 FA1577
 FA1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1577!SPC NC       -   0.99995868  x   0.99993949  =   0.99989817
 FA1577!UTM  17      -   0.99995868  x   0.99969410  =   0.99965279
 FA1577
 FA1577:                Primary Azimuth Mark                     Grid Az
 FA1577:SPC NC       -  DEEP                                     171 22 24.1
 FA1577:UTM  17      -  DEEP                                     170 12 35.5
 FA1577
 FA1577|---------------------------------------------------------------------|
 FA1577| PID    Reference Object                     Distance      Geod. Az  |
 FA1577|                                                           dddmmss.s |
 FA1577| FA1593 DEEP                                APPROX. 0.6 KM 1704641.0 |
 FA1577| FA1598 ELEVATED                            APPROX. 1.0 KM 2513713.9 |
 FA1577|---------------------------------------------------------------------|
 FA1577
 FA1577                          SUPERSEDED SURVEY CONTROL
 FA1577
 FA1577  NAD 83(1986)-  35 54 54.40574(N)    080 01 53.14256(W) AD(       ) 2
 FA1577  NAD 27      -  35 54 53.90672(N)    080 01 53.99785(W) AD(       ) 2
 FA1577  NGVD 29 (07/19/86)  294.6    (m)          967.     (f) VERT ANG    3  
 FA1577
 FA1577.Superseded values are not recommended for survey control.
 FA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1577.See file dsdata.txt to determine how the superseded data were derived.
 FA1577
 FA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8739074966(NAD 83)
 FA1577_MARKER: DE = TRAVERSE STATION DISK
 FA1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1577_STAMPING: AUCTION 1961
 FA1577_MARK LOGO: NCGS  
 FA1577_PROJECTION: FLUSH
 FA1577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1577+STABILITY: SURFACE MOTION
 FA1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1577+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1994
 FA1577
 FA1577  HISTORY     - Date     Condition        Report By
 FA1577  HISTORY     - 1961     MONUMENTED       NCGS
 FA1577  HISTORY     - 19870901 GOOD             NCGS
 FA1577  HISTORY     - 19940503 GOOD             NCGS
 FA1577
 FA1577                          STATION DESCRIPTION
 FA1577
 FA1577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1577'AUCTION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1577'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1577'
 FA1577'STATION IS 3.3 MILES SSW OF THE CENTER OF HIGH POINT, 1.0
 FA1577'MILES E OF SOUTHERN RR ON S SIDE OF U.S. 27 AND 70 (NOW INTERSTATE
 FA1577'85) AND 260 FT W OF THOMASVILLE-DENTON RR ON TOP OF 20 FT CUT.
 FA1577'
 FA1577'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1577'AUCTION 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1577'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1577'
 FA1577'MARK IS
 FA1577'
 FA1577'191.8 FT SW OF 3 NAILS IN POWER POLE 85
 FA1577'
 FA1577'262.30 FT SW OF SW CORNER RR BRIDGE DECK GIRDER
 FA1577'
 FA1577'274.80 FT SW OF SE CORNER OF RR BRIDGE DECK GIRDER
 FA1577'
 FA1577'49.25 FT N OF THE N END OF SIGN TO AUCTION
 FA1577'
 FA1577'300.0 FT OF W OF C/L OF PROSPECT RD.
 FA1577'
 FA1577'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1577
 FA1577                          STATION RECOVERY (1987)
 FA1577
 FA1577'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1577'RECOVERED AS DESCRIBED. STATION IS ACROSS FROM HIGH POINT AUTO AUCTION
 FA1577'COMPANY. LOCATED 20.0 FT (6.1 M) NORTH-NORTHWEST OF CENTERLINE OF SR
 FA1577'1663, 58.0 FT (17.7 M) NORTH OF NORTHEAST CORNER OF GUARD SHACK (AT
 FA1577'EAST GATE, AND 103.0 FT (31.4 M) NORTHEAST OF TELEPHONE POLE WITH
 FA1577'REFERENCE TAG.
 FA1577
 FA1577                          STATION RECOVERY (1994)
 FA1577
 FA1577'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA1577'RECOVERED AS DESCRIBED.  MARK IS ALSO 19.8 FT (6.0 M) NORTH OF THE
 FA1577'CENTERLINE OF SR 1663 (AUCTION ROAD)--AND 191.5 FT (58.4 M) SOUTHWEST
 FA1577'OF A POWER POLE, 6.2 FT (1.9 M) SOUTH OF A 6-INCH CHERRY--BOTH WITH
 FA1577'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3005 ***********************************************************************
 EA3005  DESIGNATION -  AUCTION
 EA3005  PID         -  EA3005
 EA3005  STATE/COUNTY-  NC/DUPLIN
 EA3005  USGS QUAD   -  CHINQUAPIN (1981)
 EA3005
 EA3005                         *CURRENT SURVEY CONTROL
 EA3005  ___________________________________________________________________
 EA3005* NAD 83(2001)-  34 48 27.05456(N)    077 51 06.46499(W)     ADJUSTED  
 EA3005* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 EA3005  ___________________________________________________________________
 EA3005  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 EA3005  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 EA3005  HORZ ORDER  -  SECOND
 EA3005
 EA3005.The horizontal coordinates were established by classical geodetic methods
 EA3005.and adjusted by the National Geodetic Survey in August 2005.
 EA3005
 EA3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3005
 EA3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3005
 EA3005.The geoid height was determined by GEOID03.
 EA3005
 EA3005;                    North         East     Units Scale Factor Converg.
 EA3005;SPC NC       -   117,918.449   714,650.950   MT  0.99990246   +0 39 45.8
 EA3005;SPC NC       -   386,870.78  2,344,650.66   sFT  0.99990246   +0 39 45.8
 EA3005;UTM  18      - 3,855,405.346   239,123.165   MT  1.00043889   -1 37 43.6
 EA3005
 EA3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3005!SPC NC       -   1.00000402  x   0.99990246  =   0.99990648
 EA3005!UTM  18      -   1.00000402  x   1.00043889  =   1.00044292
 EA3005
 EA3005:                Primary Azimuth Mark                     Grid Az
 EA3005:SPC NC       -  PINES                                    208 23 24.4
 EA3005:UTM  18      -  PINES                                    210 40 53.8
 EA3005
 EA3005|---------------------------------------------------------------------|
 EA3005| PID    Reference Object                     Distance      Geod. Az  |
 EA3005|                                                           dddmmss.s |
 EA3005| EA3007 PINES                               APPROX. 1.4 KM 2090310.2 |
 EA3005|---------------------------------------------------------------------|
 EA3005
 EA3005                          SUPERSEDED SURVEY CONTROL
 EA3005
 EA3005  NAD 83(1986)-  34 48 27.06405(N)    077 51 06.47568(W) AD(       ) 2
 EA3005  NAD 27      -  34 48 26.46182(N)    077 51 07.54911(W) AD(       ) 2
 EA3005  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG    3  
 EA3005
 EA3005.Superseded values are not recommended for survey control.
 EA3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3005.See file dsdata.txt to determine how the superseded data were derived.
 EA3005
 EA3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3912355405(NAD 83)
 EA3005_MARKER: DE = TRAVERSE STATION DISK
 EA3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3005+STABILITY: SURFACE MOTION
 EA3005
 EA3005  HISTORY     - Date     Condition        Report By
 EA3005  HISTORY     - 1976     MONUMENTED       NCGS
 EA3005
 EA3005                          STATION DESCRIPTION
 EA3005
 EA3005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3005'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF CHINQUAPIN
 EA3005'AND 9.3 MILES EAST-NORTHEAST OF WALLACE.
 EA3005'
 EA3005'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 WEST OF
 EA3005'CHINQUAPIN, PROCEED SOUTHWESTERLY ALONG NC 41 FOR 1.4 MILES TO STATION
 EA3005'ON THE RIGHT, AT NORTH END OF AN AUCTION SERVICE SIGN--TAR HEEL AUTO
 EA3005'SALES AND SEPTIC TANK SERVICE--, AND 1.0 MILE NORTHEAST OF T
 EA3005'INTERSECTION WITH SR 1827 (SOUTH).
 EA3005'
 EA3005'STATION MARK IS A STANDARD DISK STAMPED---AUCTION 1976---, SET IN THE
 EA3005'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EA3005'MARK IS 35.6 FEET NORTHWEST OF THE CENTERLINE OF NC 41, 3.2 FEET
 EA3005'NORTHWEST OF AN AUCTION SERVICE SIGN WITH REFERENCE TAG, 78.8 FEET
 EA3005'SOUTHWEST OF WEST END OF A 15 INCH CULVERT UNDER DRIVE, 85.2 FEET
 EA3005'SOUTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 98.5 FEET
 EA3005'SOUTH OF 18 INCH PINE WITH REFERENCE TAG AND 106.7 FEET SOUTHWEST OF
 EA3005'SOUTHWEST CORNER OF AUTO SALES BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3912 ***********************************************************************
 AH3912  DESIGNATION -  AUCTIONEER
 AH3912  PID         -  AH3912
 AH3912  STATE/COUNTY-  NC/LENOIR
 AH3912  USGS QUAD   -  PINK HILL (1980)
 AH3912
 AH3912                         *CURRENT SURVEY CONTROL
 AH3912  ___________________________________________________________________
 AH3912* NAD 83(2001)-  35 05 42.80337(N)    077 43 32.19597(W)     ADJUSTED  
 AH3912* NAVD 88     -        46.1    (meters)     151.     (feet)  GPS OBS   
 AH3912  ___________________________________________________________________
 AH3912  X           -   1,110,667.553 (meters)                     COMP
 AH3912  Y           -  -5,104,943.093 (meters)                     COMP
 AH3912  Z           -   3,646,521.340 (meters)                     COMP
 AH3912  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AH3912  ELLIP HEIGHT-          10.068 (meters)          (09/26/06) ADJUSTED
 AH3912  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 AH3912  HORZ ORDER  -  FIRST
 AH3912  ELLP ORDER  -  FOURTH    CLASS II
 AH3912
 AH3912.The horizontal coordinates were established by GPS observations
 AH3912.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2006.
 AH3912
 AH3912.The orthometric height was determined by GPS observations and a
 AH3912.high-resolution geoid model.
 AH3912
 AH3912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3912
 AH3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3912
 AH3912.The ellipsoidal height was determined by GPS observations
 AH3912.and is referenced to NAD 83.
 AH3912
 AH3912.The geoid height was determined by GEOID03.
 AH3912
 AH3912;                    North         East     Units Scale Factor Converg.
 AH3912;SPC NC       -   149,971.327   725,785.452   MT  0.99987630   +0 44 07.9
 AH3912;SPC NC       -   492,030.93  2,381,181.10   sFT  0.99987630   +0 44 07.9
 AH3912;UTM  18      - 3,887,002.268   251,540.036   MT  1.00036088   -1 34 04.3
 AH3912
 AH3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3912!SPC NC       -   0.99999842  x   0.99987630  =   0.99987472
 AH3912!UTM  18      -   0.99999842  x   1.00036088  =   1.00035930
 AH3912
 AH3912                          SUPERSEDED SURVEY CONTROL
 AH3912
 AH3912  NAD 83(1986)-  35 05 42.81344(N)    077 43 32.20497(W) AD(       ) 1
 AH3912  NAD 83(2001)-  35 05 42.80377(N)    077 43 32.19654(W) AD(       ) 2
 AH3912  NAD 83(1986)-  35 05 42.81359(N)    077 43 32.20522(W) AD(       ) 2
 AH3912
 AH3912.Superseded values are not recommended for survey control.
 AH3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3912.See file dsdata.txt to determine how the superseded data were derived.
 AH3912
 AH3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5154087002(NAD 83)
 AH3912_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3912_STAMPING: AUCTIONEER 1988
 AH3912_MARK LOGO: NCGS  
 AH3912_PROJECTION: FLUSH
 AH3912_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH3912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3912+STABILITY: SURFACE MOTION
 AH3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3912+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 AH3912
 AH3912  HISTORY     - Date     Condition        Report By
 AH3912  HISTORY     - 1988     MONUMENTED       NCGS
 AH3912  HISTORY     - 19990420 GOOD             NCGS
 AH3912
 AH3912                          STATION DESCRIPTION
 AH3912
 AH3912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AH3912'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH-NORTHEAST OF PINK HILL
 AH3912'AND 14.5 MI (23.3 KM) SOUTHWEST OF KINSTON. ALONG NC 11 FOR 3.55 MI
 AH3912'(5.71 KM) SOUTHWEST FROM POST OFFICE IN DEEP RUN, ON PROLONGATION OF
 AH3912'THE CENTERLINE OF SR 1165, IN SHOULDER OF HIGHWAY. MARK IS RECESSED 2
 AH3912'INCHES BELOW GROUND AND IS LEVEL WITH NC 11. LOCATED 5.03 M (16.50 FT)
 AH3912'EAST-SOUTHEAST OF THE CENTERLINE OF NC 11, 21.03 M (69.00 FT)
 AH3912'SOUTHEAST OF A TELEPHONE PEDESTAL, 37.19 M (122.01 FT) NORTH-NORTHEAST
 AH3912'OF AN 18-INCH CONCRETE CULVERT--AND 21.24 M (69.68 FT) NORTH OF POWER
 AH3912'POLE (291), 31.39 M (102.99 FT) EAST-NORTHEAST OF AN 18-INCH OAK, 38.8
 AH3912'M (127.3 FT) SOUTHWEST OF POWER POLE (290)--ALL THREE WITH REFERENCE
 AH3912'TAGS.
 AH3912
 AH3912                          STATION RECOVERY (1999)
 AH3912
 AH3912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 AH3912'REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7509 ***********************************************************************
 AE7509  DESIGNATION -  AUDI
 AE7509  PID         -  AE7509
 AE7509  STATE/COUNTY-  NC/WAKE
 AE7509  USGS QUAD   -  RALEIGH WEST (1988)
 AE7509
 AE7509                         *CURRENT SURVEY CONTROL
 AE7509  ___________________________________________________________________
 AE7509* NAD 83(2001)-  35 46 20.29108(N)    078 38 25.61918(W)     ADJUSTED  
 AE7509* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 AE7509  ___________________________________________________________________
 AE7509  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 AE7509  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AE7509  HORZ ORDER  -  SECOND
 AE7509
 AE7509.The horizontal coordinates were established by classical geodetic methods
 AE7509.and adjusted by the National Geodetic Survey in August 2005.
 AE7509
 AE7509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7509
 AE7509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7509
 AE7509.The geoid height was determined by GEOID03.
 AE7509
 AE7509;                    North         East     Units Scale Factor Converg.
 AE7509;SPC NC       -   224,396.699   642,109.654   MT  0.99991376   +0 12 27.1
 AE7509;SPC NC       -   736,208.17  2,106,654.76   sFT  0.99991376   +0 12 27.1
 AE7509;UTM  17      - 3,961,262.181   713,289.541   MT  1.00016061   +1 22 47.4
 AE7509
 AE7509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7509!SPC NC       -   0.99998946  x   0.99991376  =   0.99990322
 AE7509!UTM  17      -   0.99998946  x   1.00016061  =   1.00015007
 AE7509
 AE7509                          SUPERSEDED SURVEY CONTROL
 AE7509
 AE7509  NAD 83(1986)-  35 46 20.29483(N)    078 38 25.62778(W) AD(       ) 2
 AE7509  NGVD 29 (02/27/98)  100.3    (m)          329.     (f) VERT ANG    3  
 AE7509
 AE7509.Superseded values are not recommended for survey control.
 AE7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7509.See file dsdata.txt to determine how the superseded data were derived.
 AE7509
 AE7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1329061262(NAD 83)
 AE7509_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7509_SP_SET: CONCRETE SIDEWALK
 AE7509_STAMPING: AUDI 1991
 AE7509_MARK LOGO: NCGS  
 AE7509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7509
 AE7509  HISTORY     - Date     Condition        Report By
 AE7509  HISTORY     - 1991     MONUMENTED       NCGS
 AE7509  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 AE7509
 AE7509                          STATION DESCRIPTION
 AE7509
 AE7509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AE7509'STATION IS LOCATED 0.55 MI (0.89 KM) SOUTH OF THE STATE CAPITOL IN
 AE7509'DOWNTOWN RALEIGH. AT THE INTERSECTION OF SOUTH SALISBURY AND EAST
 AE7509'SOUTH STREETS, IN THE NORTHEAST QUADRANT, IN THE SIDEWALK CURB. MARK
 AE7509'IS LEVEL WITH STREET.  LOCATED 1.0 FT (0.3 M) EAST OF THE EAST CURB OF
 AE7509'SALISBURY STREET, 17.7 FT (5.4 M) WEST OF A FIRE HYDRANT, 12.0 FT (3.7
 AE7509'M) NORTH-NORTHWEST OF A BELL SYSTEM MANHOLE IN THE SIDEWALK, AND 2.0
 AE7509'FT (0.6 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A STREET LAMP AND
 AE7509'REFERENCE TAG.
 AE7509
 AE7509                          STATION RECOVERY (2004)
 AE7509
 AE7509'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 AE7509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5113 ***********************************************************************
 EZ5113  DESIGNATION -  AUDITORIUM
 EZ5113  PID         -  EZ5113
 EZ5113  STATE/COUNTY-  NC/WAKE
 EZ5113  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5113
 EZ5113                         *CURRENT SURVEY CONTROL
 EZ5113  ___________________________________________________________________
 EZ5113* NAD 83(2001)-  35 46 20.26589(N)    078 38 26.19781(W)     ADJUSTED  
 EZ5113* NAVD 88     -        99.78   (+/-2cm)     327.4    (feet)  VERTCON   
 EZ5113  ___________________________________________________________________
 EZ5113  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 EZ5113  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ5113  HORZ ORDER  -  SECOND
 EZ5113  VERT ORDER  -  THIRD ? (See Below)
 EZ5113
 EZ5113.The horizontal coordinates were established by classical geodetic methods
 EZ5113.and adjusted by the National Geodetic Survey in August 2005.
 EZ5113
 EZ5113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5113.The vertical order pertains to the NGVD 29 superseded value.
 EZ5113
 EZ5113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5113
 EZ5113.The geoid height was determined by GEOID03.
 EZ5113
 EZ5113;                    North         East     Units Scale Factor Converg.
 EZ5113;SPC NC       -   224,395.870   642,095.125   MT  0.99991376   +0 12 26.7
 EZ5113;SPC NC       -   736,205.45  2,106,607.09   sFT  0.99991376   +0 12 26.7
 EZ5113;UTM  17      - 3,961,261.054   713,275.028   MT  1.00016054   +1 22 47.1
 EZ5113
 EZ5113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5113!SPC NC       -   0.99998951  x   0.99991376  =   0.99990327
 EZ5113!UTM  17      -   0.99998951  x   1.00016054  =   1.00015004
 EZ5113
 EZ5113                          SUPERSEDED SURVEY CONTROL
 EZ5113
 EZ5113  NAD 83(1986)-  35 46 20.26942(N)    078 38 26.20688(W) AD(       ) 2
 EZ5113  NAD 27      -  35 46 19.72518(N)    078 38 27.19879(W) AD(       ) 2
 EZ5113  NGVD 29 (07/19/86)  100.06   (m)          328.3    (f) LEVELING    3  
 EZ5113
 EZ5113.Superseded values are not recommended for survey control.
 EZ5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5113.See file dsdata.txt to determine how the superseded data were derived.
 EZ5113
 EZ5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1327561261(NAD 83)
 EZ5113_MARKER: DE = TRAVERSE STATION DISK
 EZ5113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5113_STAMPING: AUDITORIUM 1967
 EZ5113_MARK LOGO: NCGS  
 EZ5113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5113+STABILITY: SURFACE MOTION
 EZ5113
 EZ5113  HISTORY     - Date     Condition        Report By
 EZ5113  HISTORY     - 1967     MONUMENTED       NCGS
 EZ5113  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EZ5113  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EZ5113  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EZ5113  HISTORY     - 20030307 MARK NOT FOUND   USPSQD
 EZ5113  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 EZ5113  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 EZ5113
 EZ5113                          STATION DESCRIPTION
 EZ5113
 EZ5113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ5113'AUDITORIUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5113'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5113'
 EZ5113'AUDITORIUM IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF
 EZ5113'RALEIGH CAPITOL SQUARE.  TO REACH STATION PROCEED FROM CAPITOL
 EZ5113'SQUARE SOUTH ON S. SALISBURY ST. 0.6 MILE TO STATION ON
 EZ5113'RIGHT.  IN THE NORTHWEST QUADRANT OF S. SALISBURY ST. AND
 EZ5113'W. SOUTH ST. AT THE SOUTHEAST CORNER OF THE AMERICAN CREDIT
 EZ5113'CO. BUILDING.  APPROXIMATELY 400 FT NORTHWEST OF THE RALEIGH
 EZ5113'MEMORIAL AUDITORIUM AND AT THE CORNER OF THE SIDEWALKS.
 EZ5113'
 EZ5113'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5113'AUDITORIUM 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ5113'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5113'
 EZ5113'MARK IS
 EZ5113'
 EZ5113'5.6 FT SW OF SIGNAL BRACE POLE WITH ALUMINUM REF. TAG
 EZ5113'
 EZ5113'11.5 FT NE OF PP WITH ALUMINUM REF. TAG
 EZ5113'
 EZ5113'16.2 FT SE OF SE CORNER OF AMERICAN CREDIT CO.
 EZ5113'
 EZ5113'53.2 FT E OF BUS STOP SIGN
 EZ5113
 EZ5113                          STATION RECOVERY (1981)
 EZ5113
 EZ5113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK)
 EZ5113'ALL REFERENCES GONE AND SIDEWALK HAS BEEN RECONSTRUCTED AND STATION
 EZ5113'LOST.
 EZ5113
 EZ5113                          STATION RECOVERY (1984)
 EZ5113
 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ5113'STATION DESTROYED.
 EZ5113'
 EZ5113'THE AMERICAN CREDIT CO. IS NOW BARCLAYS AMERICAN FINANCIAL THE
 EZ5113'FIRST, SECOND AND FOURTH REFERENCE POINTS ARE NO LONGER THERE.
 EZ5113'THE THIRD REFERENCE IS STILL GOOD, HOWEVER MARKER LOCATION IS NOW
 EZ5113'PAVED OVER WITH A CONCRETE SIDEWALK.  THIS INTERSECTION HAS BEEN
 EZ5113'WIDENED CONSIDERABLY AND SIDEWALKS ADDED.  I CAN ONLY ASSUME
 EZ5113'THAT THE STATION MARK WAS DESTROYED DURING CONSTRUCTION.
 EZ5113
 EZ5113                          STATION RECOVERY (1985)
 EZ5113
 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 EZ5113'MARK NOT FOUND.
 EZ5113
 EZ5113                          STATION RECOVERY (2003)
 EZ5113
 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ5113'MARK NOT FOUND.
 EZ5113
 EZ5113                          STATION RECOVERY (2004)
 EZ5113
 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ5113'MARK NOT FOUND.
 EZ5113
 EZ5113                          STATION RECOVERY (2005)
 EZ5113
 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ5113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4788 ***********************************************************************
 FA4788  DESIGNATION -  AUGUST
 FA4788  PID         -  FA4788
 FA4788  STATE/COUNTY-  NC/GASTON
 FA4788  USGS QUAD   -  LOWESVILLE (1970)
 FA4788
 FA4788                         *CURRENT SURVEY CONTROL
 FA4788  ___________________________________________________________________
 FA4788* NAD 83(2007)-  35 24 02.63822(N)    081 06 06.77429(W)     ADJUSTED  
 FA4788* NAVD 88     -       261.5    (meters)     858.     (feet)  GPS OBS   
 FA4788  ___________________________________________________________________
 FA4788  EPOCH DATE  -        2002.00
 FA4788  X           -     805,096.610 (meters)                     COMP
 FA4788  Y           -  -5,142,344.371 (meters)                     COMP
 FA4788  Z           -   3,674,329.452 (meters)                     COMP
 FA4788  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 FA4788  ELLIP HEIGHT-         230.166 (meters)          (02/10/07) ADJUSTED
 FA4788  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA4788
 FA4788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4788  Type    PID    Designation                      North   East  Ellip
 FA4788  -------------------------------------------------------------------
 FA4788  NETWORK FA4788 AUGUST                            1.55   0.94   3.55
 FA4788  -------------------------------------------------------------------
 FA4788
 FA4788.The horizontal coordinates were established by GPS observations
 FA4788.and adjusted by the National Geodetic Survey in February 2007.
 FA4788
 FA4788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4788.The horizontal coordinates are valid at the epoch date displayed above.
 FA4788.The epoch date for horizontal control is a decimal equivalence
 FA4788.of Year/Month/Day.
 FA4788
 FA4788.The orthometric height was determined by GPS observations and a
 FA4788.high-resolution geoid model.
 FA4788
 FA4788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4788
 FA4788.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4788
 FA4788.The ellipsoidal height was determined by GPS observations
 FA4788.and is referenced to NAD 83.
 FA4788
 FA4788.The geoid height was determined by GEOID03.
 FA4788
 FA4788;                    North         East     Units Scale Factor Converg.
 FA4788;SPC NC       -   185,137.144   418,702.380   MT  0.99987596   -1 12 47.3
 FA4788;SPC NC       -   607,404.11  1,373,692.73   sFT  0.99987596   -1 12 47.3
 FA4788;UTM  17      - 3,917,489.050   490,748.673   MT  0.99960105   -0 03 32.5
 FA4788
 FA4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4788!SPC NC       -   0.99996387  x   0.99987596  =   0.99983984
 FA4788!UTM  17      -   0.99996387  x   0.99960105  =   0.99956494
 FA4788
 FA4788                          SUPERSEDED SURVEY CONTROL
 FA4788
 FA4788  NAD 83(2001)-  35 24 02.63883(N)    081 06 06.77490(W) AD(       ) 1
 FA4788  ELLIP H (03/27/03)  230.164  (m)                       GP(       ) 4 2
 FA4788  NAD 83(1986)-  35 24 02.65274(N)    081 06 06.77919(W) AD(       ) 1
 FA4788  NGVD 29 (08/31/92)  261.7    (m)          859.     (f) GPS OBS     3  
 FA4788
 FA4788.Superseded values are not recommended for survey control.
 FA4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4788.See file dsdata.txt to determine how the superseded data were derived.
 FA4788
 FA4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9074917489(NAD 83)
 FA4788_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4788_SP_SET: CONCRETE POST
 FA4788_STAMPING: AUGUST 1989
 FA4788_MARK LOGO: NCGS  
 FA4788_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4788+STABILITY: SURFACE MOTION
 FA4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4788+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1999
 FA4788
 FA4788  HISTORY     - Date     Condition        Report By
 FA4788  HISTORY     - 1989     MONUMENTED       NCGS
 FA4788  HISTORY     - 19990326 GOOD             NCGS
 FA4788  HISTORY     - 20000209 GOOD             USPSQD
 FA4788
 FA4788                          STATION DESCRIPTION
 FA4788
 FA4788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4788'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF ALEXIS, 4.7 KM
 FA4788'(2.9 MI) NORTH OF STANLEY.
 FA4788'ALONG SR 1820 (ALEXIS-LUCIA RD) FOR 1.61 KM (1.00 MI) EAST FROM NC 27
 FA4788'(AT THE POST OFFICE IN ALEXIS), IN THE SOUTHWEST QUADRANT AT AUGUST
 FA4788'ABERNATHY ROAD.
 FA4788'MARK IS 1 FOOT LOWER THAN ROAD AND FLUSH WITH GROUND.  LOCATED 7.45 M
 FA4788'(24.44 FT) SOUTHWEST OF THE CENTERLINE OF SR 1820, 4.35 M (14.27 FT)
 FA4788'NORTHWEST OF THE CENTERLINE OF AUGUST ABERNATHY ROAD, 9.05 M
 FA4788'(29.69 FT) NORTHWEST OF TELEPHONE PEDESTAL PED 14, 18.25 M
 FA4788'(59.88 FT) WEST-SOUTHWEST OF TELEPHONE PEDESTAL PED 14, AND 23.95 M
 FA4788'(78.58 FT) SOUTH-SOUTHEAST OF SOUTH END OF A DRIVEWAY CULVERT.
 FA4788
 FA4788                          STATION RECOVERY (1999)
 FA4788
 FA4788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA4788'RECOVERED AS DESCRIBED.
 FA4788
 FA4788                          STATION RECOVERY (2000)
 FA4788
 FA4788'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4789 ***********************************************************************
 FA4789  DESIGNATION -  AUGUST AZ MK
 FA4789  PID         -  FA4789
 FA4789  STATE/COUNTY-  NC/GASTON
 FA4789  USGS QUAD   -  LOWESVILLE (1970)
 FA4789
 FA4789                         *CURRENT SURVEY CONTROL
 FA4789  ___________________________________________________________________
 FA4789* NAD 83(2001)-  35 23 57.87421(N)    081 05 52.62466(W)     NO CHECK  
 FA4789* NAVD 88     -       256.     (meters)     840.     (feet)  VERTCON   
 FA4789  ___________________________________________________________________
 FA4789  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FA4789  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FA4789  HORZ ORDER  -  SECOND
 FA4789
 FA4789.The horizontal coordinates were established by classical geodetic methods
 FA4789.and adjusted by the National Geodetic Survey in August 2005.
 FA4789.No horizontal observational check was made to the station.
 FA4789
 FA4789.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4789
 FA4789.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4789
 FA4789.The geoid height was determined by GEOID03.
 FA4789
 FA4789;                    North         East     Units Scale Factor Converg.
 FA4789;SPC NC       -   184,982.822   419,056.199   MT  0.99987590   -1 12 39.2
 FA4789;SPC NC       -   606,897.81  1,374,853.55   sFT  0.99987590   -1 12 39.2
 FA4789;UTM  17      - 3,917,341.927   491,105.431   MT  0.99960097   -0 03 24.3
 FA4789
 FA4789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4789!SPC NC       -   0.99996467  x   0.99987590  =   0.99984058
 FA4789!UTM  17      -   0.99996467  x   0.99960097  =   0.99956566
 FA4789
 FA4789                          SUPERSEDED SURVEY CONTROL
 FA4789
 FA4789  NAD 83(1986)-  35 23 57.88811(N)    081 05 52.62894(W) AD(       ) 2
 FA4789  NGVD 29 (08/31/92)  257.     (m)          843.     (f) VERT ANG    3  
 FA4789
 FA4789.Superseded values are not recommended for survey control.
 FA4789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4789.See file dsdata.txt to determine how the superseded data were derived.
 FA4789
 FA4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9110517342(NAD 83)
 FA4789_MARKER: DZ = AZIMUTH MARK DISK
 FA4789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4789_SP_SET: CONCRETE POST
 FA4789_STAMPING: AUGUST 1989
 FA4789_MARK LOGO: NCGS  
 FA4789_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4789+STABILITY: SURFACE MOTION
 FA4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4789+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1999
 FA4789
 FA4789  HISTORY     - Date     Condition        Report By
 FA4789  HISTORY     - 1989     MONUMENTED       NCGS
 FA4789  HISTORY     - 19990326 GOOD             NCGS
 FA4789  HISTORY     - 20000209 GOOD             USPSQD
 FA4789
 FA4789                          STATION DESCRIPTION
 FA4789
 FA4789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4789'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) EAST OF ALEXIS, 4.7 KM
 FA4789'(2.9 MI) NORTH OF STANLEY.
 FA4789'ALONG SR 1820 (ALEXIS-LUCIA RD) FOR 2.01 KM (1.25 MI) EAST FROM NC 27
 FA4789'AT THE POST OFFICE IN ALEXIS, OR 0.24 KM (0.15 MI) WEST OF CHAPEL
 FA4789'LANE, IN THE NORTHEAST CORNER OF YARD.
 FA4789'MARK IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND.  LOCATED
 FA4789'19.80 M (64.96 FT) SOUTH OF THE CENTERLINE OF SR 1820, 30.15 M
 FA4789'(98.92 FT) SOUTHEAST OF EAST END OF CULVERT UNDER DRIVEWAY, 29.35 M
 FA4789'(96.29 FT) NORTHEAST OF NORTHEAST CORNER OF HOUSE, 0.60 M (1.97 FT)
 FA4789'WEST OF THE FENCE AND 11.0 M (36.1 FT) SOUTH OF CORNER FENCE POST WITH
 FA4789'A REFERENCE TAG.
 FA4789
 FA4789                          STATION RECOVERY (1999)
 FA4789
 FA4789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA4789'RECOVERED AS DESCRIBED.
 FA4789
 FA4789                          STATION RECOVERY (2000)
 FA4789
 FA4789'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5228 ***********************************************************************
 FX5228  DESIGNATION -  AULA
 FX5228  PID         -  FX5228
 FX5228  STATE/COUNTY-  NC/BERTIE
 FX5228  USGS QUAD   -  AULANDER (1972)
 FX5228
 FX5228                         *CURRENT SURVEY CONTROL
 FX5228  ___________________________________________________________________
 FX5228* NAD 83(2001)-  36 13 04.88377(N)    077 06 26.85710(W)     ADJUSTED  
 FX5228* NAVD 88     -        20.48   (+/-2cm)      67.2    (feet)  VERTCON   
 FX5228  ___________________________________________________________________
 FX5228  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 FX5228  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 FX5228  HORZ ORDER  -  SECOND
 FX5228  VERT ORDER  -  THIRD ? (See Below)
 FX5228
 FX5228.The horizontal coordinates were established by classical geodetic methods
 FX5228.and adjusted by the National Geodetic Survey in August 2005.
 FX5228
 FX5228.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX5228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX5228.The vertical order pertains to the NGVD 29 superseded value.
 FX5228
 FX5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5228
 FX5228.The geoid height was determined by GEOID03.
 FX5228
 FX5228;                    North         East     Units Scale Factor Converg.
 FX5228;SPC NC       -   275,414.493   779,760.856   MT  1.00001474   +1 05 32.3
 FX5228;SPC NC       -   903,589.05  2,558,265.41   sFT  1.00001474   +1 05 32.3
 FX5228;UTM  18      - 4,010,189.839   310,570.799   MT  1.00004215   -1 14 44.1
 FX5228
 FX5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5228!SPC NC       -   1.00000231  x   1.00001474  =   1.00001705
 FX5228!UTM  18      -   1.00000231  x   1.00004215  =   1.00004446
 FX5228
 FX5228                          SUPERSEDED SURVEY CONTROL
 FX5228
 FX5228  NAD 83(1993)-  36 13 04.88865(N)    077 06 26.85890(W) AD(       ) 2
 FX5228  NAD 83(1986)-  36 13 04.89462(N)    077 06 26.87154(W) AD(       ) 2
 FX5228  NGVD 29 (01/18/91)   20.84   (m)           68.4    (f) LEVELING    3  
 FX5228
 FX5228.Superseded values are not recommended for survey control.
 FX5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5228.See file dsdata.txt to determine how the superseded data were derived.
 FX5228
 FX5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1057110190(NAD 83)
 FX5228_MARKER: DE = TRAVERSE STATION DISK
 FX5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5228_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5228+STABILITY: SURFACE MOTION
 FX5228
 FX5228  HISTORY     - Date     Condition        Report By
 FX5228  HISTORY     - 1980     MONUMENTED       NCGS
 FX5228  HISTORY     - 1985     GOOD             USPSQD
 FX5228
 FX5228                          STATION DESCRIPTION
 FX5228
 FX5228'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX5228'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES SOUTH-SOUTHEAST OF
 FX5228'AULANDER.
 FX5228'
 FX5228'THE STATION IS IN THE WEST QUADRANT OF NC 11-42 AND NC 305 CROSSROAD.
 FX5228'
 FX5228'STATION MARK IS A STANDARD DISK STAMPED---AULA 1980---, SET IN THE TOP
 FX5228'OF A 10 INCH CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE GROUND
 FX5228'SURFACE.  THE MARK IS 41.6 FEET NORTHWEST OF THE CENTERLINE OF
 FX5228'NC 11-42, 42.4 FEET WEST OF THE CENTERLINE OF THE INTERSECTION,
 FX5228'36.0 FEET SOUTHWEST OF THE EAST END OF A TRAFFIC ISLAND ON NC 305,
 FX5228'9.3 FEET SOUTHEAST OF THE SOUTHWEST END OF A CULVERT UNDER NC 305,
 FX5228'25.3 FEET EAST OF A TRAFFIC LIGHT SUPPORT POLE WITH REFERENCE TAG AND
 FX5228'49.6 FEET NORTHEAST OF THE CORNER FENCE POST WITH REFERENCE TAG.
 FX5228
 FX5228                          STATION RECOVERY (1985)
 FX5228
 FX5228'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX5228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4157 ***********************************************************************
 FX4157  DESIGNATION -  AULANDER MUNICIPAL TANK
 FX4157  PID         -  FX4157
 FX4157  STATE/COUNTY-  NC/BERTIE
 FX4157  USGS QUAD   -  AULANDER (1972)
 FX4157
 FX4157                         *CURRENT SURVEY CONTROL
 FX4157  ___________________________________________________________________
 FX4157* NAD 83(2001)-  36 13 29.65526(N)    077 06 56.23441(W)     ADJUSTED  
 FX4157* NAVD 88     -              **(meters)            **(feet)            
 FX4157  ___________________________________________________________________
 FX4157  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FX4157  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 FX4157  HORZ ORDER  -  THIRD
 FX4157
 FX4157.The horizontal coordinates were established by classical geodetic methods
 FX4157.and adjusted by the National Geodetic Survey in August 2005.
 FX4157
 FX4157
 FX4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4157
 FX4157.The geoid height was determined by GEOID03.
 FX4157
 FX4157;                    North         East     Units Scale Factor Converg.
 FX4157;SPC NC       -   276,163.944   779,012.747   MT  1.00001677   +1 05 15.4
 FX4157;SPC NC       -   906,047.87  2,555,810.99   sFT  1.00001677   +1 05 15.4
 FX4157;UTM  18      - 4,010,969.207   309,853.867   MT  1.00004550   -1 15 02.2
 FX4157
 FX4157                          SUPERSEDED SURVEY CONTROL
 FX4157
 FX4157  NAD 83(1993)-  36 13 29.66260(N)    077 06 56.23958(W) AD(       ) 4
 FX4157  NAD 83(1986)-  36 13 29.66737(N)    077 06 56.24863(W) AD(       ) 4
 FX4157  NAD 27      -  36 13 29.10500(N)    077 06 57.38700(W) AD(       ) 3
 FX4157
 FX4157.Superseded values are not recommended for survey control.
 FX4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4157.See file dsdata.txt to determine how the superseded data were derived.
 FX4157
 FX4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0985410969(NAD 83)
 FX4157_MARKER: 53 = ELEVATED TANK
 FX4157
 FX4157  HISTORY     - Date     Condition        Report By
 FX4157  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX4157  HISTORY     - 1985     GOOD             USPSQD
 FX4157
 FX4157                          STATION DESCRIPTION
 FX4157
 FX4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX4157'THE STATION IS THE WATER TANK WHICH IS IN THE WESTERN PART OF
 FX4157'AULANDER.  IT IS AN ELEVATED STEEL STRUCTURE, SILVER COLOR,
 FX4157'SUPPORTED BY 4 LEGS AND IS 90 FEET HIGH.  THE BALL ON TANK WAS
 FX4157'POINT LOCATED.
 FX4157
 FX4157                          STATION RECOVERY (1985)
 FX4157
 FX4157'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX4157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4620 ***********************************************************************
 AE4620  DESIGNATION -  AULEY
 AE4620  PID         -  AE4620
 AE4620  STATE/COUNTY-  NC/MECKLENBURG
 AE4620  USGS QUAD   -  CORNELIUS (1993)
 AE4620
 AE4620                         *CURRENT SURVEY CONTROL
 AE4620  ___________________________________________________________________
 AE4620* NAD 83(2001)-  35 26 45.46536(N)    080 46 56.22963(W)     ADJUSTED  
 AE4620* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 AE4620  ___________________________________________________________________
 AE4620  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AE4620  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AE4620  HORZ ORDER  -  SECOND
 AE4620
 AE4620.The horizontal coordinates were established by classical geodetic methods
 AE4620.and adjusted by the National Geodetic Survey in August 2005.
 AE4620
 AE4620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4620
 AE4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4620
 AE4620.The geoid height was determined by GEOID03.
 AE4620
 AE4620;                    North         East     Units Scale Factor Converg.
 AE4620;SPC NC       -   189,586.015   447,815.649   MT  0.99987831   -1 01 43.3
 AE4620;SPC NC       -   622,000.12  1,469,208.51   sFT  0.99987831   -1 01 43.3
 AE4620;UTM  17      - 3,922,522.215   519,758.388   MT  0.99960481   +0 07 34.5
 AE4620
 AE4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4620!SPC NC       -   0.99996906  x   0.99987831  =   0.99984738
 AE4620!UTM  17      -   0.99996906  x   0.99960481  =   0.99957389
 AE4620
 AE4620                          SUPERSEDED SURVEY CONTROL
 AE4620
 AE4620  NAD 83(1986)-  35 26 45.47920(N)    080 46 56.23758(W) AD(       ) 2
 AE4620  NGVD 29 (09/29/97)  228.2    (m)          749.     (f) VERT ANG    3  
 AE4620
 AE4620.Superseded values are not recommended for survey control.
 AE4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4620.See file dsdata.txt to determine how the superseded data were derived.
 AE4620
 AE4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1975822522(NAD 83)
 AE4620_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4620_STAMPING: AULEY 1986
 AE4620_MARK LOGO: NCGS  
 AE4620_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4620+STABILITY: SURFACE MOTION
 AE4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4620+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AE4620
 AE4620  HISTORY     - Date     Condition        Report By
 AE4620  HISTORY     - 1986     MONUMENTED       NCGS
 AE4620  HISTORY     - 19920429 GOOD             NCGS
 AE4620  HISTORY     - 20000525 GOOD             NCGS
 AE4620  HISTORY     - 20010331 GOOD             USPSQD
 AE4620  HISTORY     - 20030402 GOOD             USPSQD
 AE4620
 AE4620                          STATION DESCRIPTION
 AE4620
 AE4620'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE4620'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF HUNTERSVILLE,
 AE4620'7.9 KM (4.9 MI) SOUTHEAST OF CORNELIUS. ALONG NC 73 FOR 6.6 KM (4.1
 AE4620'MI) EAST FROM NC 115 NORTH OF HUNTERSVILLE, OR 0.2 KM (0.1 MI) WEST OF
 AE4620'SR 2425 (MCAULEY RD). MARK IS 1 FOOT LOWER THAN HIGHWAY AND RECESSED 3
 AE4620'INCHES BELOW GROUND. LOCATED 5.1 M (16.7 FT) NORTHEAST OF THE
 AE4620'CENTERLINE OF HIGHWAY, 9.0 M (29.5 FT) SOUTHEAST OF NORTHEAST END OF
 AE4620'HEADWALL, 14.5 M (47.6 FT) EAST-NORTHEAST OF END OF CULVERT ON SOUTH
 AE4620'SIDE OF HIGHWAY, 30.5 M (100.1 FT) NORTHWEST OF WEST END OF FIELD ROAD
 AE4620'CULVERT, AND 18.9 M (62.0 FT) NORTH OF FENCE POST.
 AE4620
 AE4620                          STATION RECOVERY (1992)
 AE4620
 AE4620'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE4620'RECOVERED AS DESCRIBED.
 AE4620
 AE4620                          STATION RECOVERY (2000)
 AE4620
 AE4620'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE4620'RECOVERED AS DESCRIBED.
 AE4620
 AE4620                          STATION RECOVERY (2001)
 AE4620
 AE4620'RECOVERY NOTE BY US POWER SQUADRON 2001
 AE4620'RECOVERED IN GOOD CONDITION.
 AE4620
 AE4620                          STATION RECOVERY (2003)
 AE4620
 AE4620'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE4620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1642 ***********************************************************************
 EZ1642  DESIGNATION -  AUMAN
 EZ1642  PID         -  EZ1642
 EZ1642  STATE/COUNTY-  NC/RANDOLPH
 EZ1642  USGS QUAD   -  RAMSEUR (1980)
 EZ1642
 EZ1642                         *CURRENT SURVEY CONTROL
 EZ1642  ___________________________________________________________________
 EZ1642* NAD 83(2001)-  35 44 11.82047(N)    079 44 32.18578(W)     ADJUSTED  
 EZ1642* NAVD 88     -       210.692  (meters)     691.25   (feet)  ADJUSTED  
 EZ1642  ___________________________________________________________________
 EZ1642  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EZ1642  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ1642  DYNAMIC HT  -         210.513 (meters)     690.66  (feet)  COMP
 EZ1642  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 EZ1642
 EZ1642  HORZ ORDER  -  SECOND
 EZ1642  VERT ORDER  -  SECOND    CLASS 0
 EZ1642
 EZ1642.The horizontal coordinates were established by classical geodetic methods
 EZ1642.and adjusted by the National Geodetic Survey in August 2005.
 EZ1642
 EZ1642.The orthometric height was determined by differential leveling
 EZ1642.and adjusted in June 1991.
 EZ1642
 EZ1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1642
 EZ1642.The geoid height was determined by GEOID03.
 EZ1642
 EZ1642.The dynamic height is computed by dividing the NAVD 88
 EZ1642.geopotential number by the normal gravity value computed on the
 EZ1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1642.degrees latitude (g = 980.6199 gals.).
 EZ1642
 EZ1642.The modeled gravity was interpolated from observed gravity values.
 EZ1642
 EZ1642;                    North         East     Units Scale Factor Converg.
 EZ1642;SPC NC       -   220,629.647   542,460.025   MT  0.99990831   -0 25 42.3
 EZ1642;SPC NC       -   723,849.10  1,779,720.93   sFT  0.99990831   -0 25 42.3
 EZ1642;UTM  17      - 3,955,465.210   613,734.525   MT  0.99975940   +0 44 04.8
 EZ1642
 EZ1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1642!SPC NC       -   0.99997169  x   0.99990831  =   0.99988000
 EZ1642!UTM  17      -   0.99997169  x   0.99975940  =   0.99973109
 EZ1642
 EZ1642|---------------------------------------------------------------------|
 EZ1642| PID    Reference Object                     Distance      Geod. Az  |
 EZ1642|                                                           dddmmss.s |
 EZ1642| EZ1641 SANDERS                             129.198 METERS 01214     |
 EZ1642| EZ1643 BRILES                              444.269 METERS 1704922.0 |
 EZ1642|---------------------------------------------------------------------|
 EZ1642
 EZ1642                          SUPERSEDED SURVEY CONTROL
 EZ1642
 EZ1642  NAD 83(1986)-  35 44 11.82424(N)    079 44 32.19146(W) AD(       ) 2
 EZ1642  NAD 27      -  35 44 11.33313(N)    079 44 33.08495(W) AD(       ) 2
 EZ1642  NGVD 29 (??/??/92)  210.931  (m)          692.03   (f) ADJ UNCH    2 0
 EZ1642
 EZ1642.Superseded values are not recommended for survey control.
 EZ1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1642.See file dsdata.txt to determine how the superseded data were derived.
 EZ1642
 EZ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1373555465(NAD 83)
 EZ1642_MARKER: DE = TRAVERSE STATION DISK
 EZ1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1642_STAMPING: AUMAN 1971
 EZ1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1642+STABILITY: SURFACE MOTION
 EZ1642
 EZ1642  HISTORY     - Date     Condition        Report By
 EZ1642  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1642  HISTORY     - 1971     GOOD             NCGS
 EZ1642
 EZ1642                          STATION DESCRIPTION
 EZ1642
 EZ1642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ1642'AUMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1642'THE VICINITY OF CEDAR FALLS, NORTH CAROLINA.
 EZ1642'
 EZ1642'AUMAN IS LOCATED APPROXIMATELY 1.1 MILES SOUTHWEST OF CEDAR
 EZ1642'FALLS.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 2221
 EZ1642'AND SR 2222 SOUTH OF CEDAR FALLS.  GO NORTH ON SR 2222 FOR 0.3
 EZ1642'MILE TO STATION ON LEFT (WEST) SIDE OF SR 2222.  0.4 MILE SOUTH
 EZ1642'OF INTERSECTION OF SR 2222 AND SR 2216.
 EZ1642'
 EZ1642'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1642'AUMAN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1642'WHICH IS 4 INCHES ABOVE THE GROUND.
 EZ1642'
 EZ1642'MARK IS
 EZ1642'
 EZ1642'43.3 FT W OF C/L OF SR 2222
 EZ1642'
 EZ1642'6.4 FT NE OF ALUMINUM REF. TAG ON PP
 EZ1642'
 EZ1642'40.1 FT NNE OF ALUMINUM REF. TAG ON 8 INCH OAK TREE
 EZ1642'
 EZ1642'17.8 FT SE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE
 EZ1642
 EZ1642                          STATION RECOVERY (1971)
 EZ1642
 EZ1642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1642'1.1 MI SW FROM CEDAR FALLS.
 EZ1642'STATION IS ABOUT 0.8 MI. N ALONG SR 2222 FROM INTERSECTION WITH
 EZ1642'U.S. 64, 0.4 MI. S OF INTERSECTION OF SR 2216 AND SR 2222, 43.3
 EZ1642'FT W OF C/L OF SR 2222, 6.4 FT NE OF ALUMINUM REF. TAG ON PP,
 EZ1642'17.8 FT SE OF ALUMINUM REF. TAG ON 12 INCH OAK AND 40.1 FT NNE
 EZ1642'OF ALUMINUM REF. TAG ON 8 INCH OAK.  DISK IS SET IN CONCRETE
 EZ1642'CYLINDER, 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3639 ***********************************************************************
 EZ3639  DESIGNATION -  AUMAN
 EZ3639  PID         -  EZ3639
 EZ3639  STATE/COUNTY-  NC/MOORE
 EZ3639  USGS QUAD   -  ZION GROVE (1981)
 EZ3639
 EZ3639                         *CURRENT SURVEY CONTROL
 EZ3639  ___________________________________________________________________
 EZ3639* NAD 83(2001)-  35 15 11.41556(N)    079 32 25.37071(W)     ADJUSTED  
 EZ3639* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 EZ3639  ___________________________________________________________________
 EZ3639  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EZ3639  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 EZ3639  HORZ ORDER  -  SECOND
 EZ3639
 EZ3639.The horizontal coordinates were established by classical geodetic methods
 EZ3639.and adjusted by the National Geodetic Survey in August 2005.
 EZ3639
 EZ3639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3639
 EZ3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3639
 EZ3639.The geoid height was determined by GEOID03.
 EZ3639
 EZ3639;                    North         East     Units Scale Factor Converg.
 EZ3639;SPC NC       -   166,880.504   560,429.781   MT  0.99987259   -0 18 42.8
 EZ3639;SPC NC       -   547,507.12  1,838,676.71   sFT  0.99987259   -0 18 42.8
 EZ3639;UTM  17      - 3,902,095.720   632,785.964   MT  0.99981730   +0 50 33.4
 EZ3639
 EZ3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3639!SPC NC       -   0.99997654  x   0.99987259  =   0.99984913
 EZ3639!UTM  17      -   0.99997654  x   0.99981730  =   0.99979384
 EZ3639
 EZ3639|---------------------------------------------------------------------|
 EZ3639| PID    Reference Object                     Distance      Geod. Az  |
 EZ3639|                                                           dddmmss.s |
 EZ3639| EZ3635 PEACH                               294.272 METERS 05528     |
 EZ3639| EZ3638 DUMP                                APPROX. 0.5 KM 2315944.2 |
 EZ3639|---------------------------------------------------------------------|
 EZ3639
 EZ3639                          SUPERSEDED SURVEY CONTROL
 EZ3639
 EZ3639  NAD 83(1986)-  35 15 11.41836(N)    079 32 25.38071(W) AD(       ) 2
 EZ3639  NAD 27      -  35 15 10.85856(N)    079 32 26.27009(W) AD(       ) 2
 EZ3639  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG    3  
 EZ3639
 EZ3639.Superseded values are not recommended for survey control.
 EZ3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3639.See file dsdata.txt to determine how the superseded data were derived.
 EZ3639
 EZ3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3278602096(NAD 83)
 EZ3639_MARKER: DE = TRAVERSE STATION DISK
 EZ3639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3639_STAMPING: AUMAN 1972
 EZ3639_MARK LOGO: NCGS  
 EZ3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3639+STABILITY: SURFACE MOTION
 EZ3639
 EZ3639  HISTORY     - Date     Condition        Report By
 EZ3639  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3639  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ3639
 EZ3639                          STATION DESCRIPTION
 EZ3639
 EZ3639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3639'AUMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3639'VICINITY OF WEST END, NORTH CAROLINA.
 EZ3639'
 EZ3639'AUMAN IS LOCATED APPROXIMATELY 1.8 MILES ENE OF THE COMMUNITY OF WEST
 EZ3639'END AND 5.7 MILES NORTHWEST OF PINEHURST.  TO REACH STATION FROM THE
 EZ3639'NORTH INTERSECTION OF NC 211 AND NC 73 EAST IN WEST END, PROCEED
 EZ3639'ENE ALONG NC 73 FOR 1.8 MILES TO STATION ON LEFT, 0.2 MILE WSW OF
 EZ3639'INTERSECTION WITH SR 1230 AND ACROSS NC 73 FROM A WHITE CINDER
 EZ3639'BLOCK DWELLING.
 EZ3639'
 EZ3639'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AUMAN
 EZ3639'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3639'INCH BELOW THE GROUND.
 EZ3639'
 EZ3639'MARK IS
 EZ3639'16.8 FEET NW OF C/L OF NC 73.
 EZ3639'56.0 FEET ENE OF C/L OF DRIVE TO AUMAN RESIDENCES.
 EZ3639'12.8 FEET SSE OF TP WITH ALUMINUM REF. TAG.
 EZ3639'88.7 FEET WSW OF INTERSECTION OF C/LS OF NC 73 WITH A DIRT LANE
 EZ3639'SOUTH.
 EZ3639'76.0 FEET E OF 2ND 14 INCH PINE ON LEFT SIDE OF DRIVE TO AUMAN
 EZ3639'RESIDENCES.
 EZ3639
 EZ3639                          STATION RECOVERY (1989)
 EZ3639
 EZ3639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ3639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3793 ***********************************************************************
 EY3793  DESIGNATION -  AURORA
 EY3793  PID         -  EY3793
 EY3793  STATE/COUNTY-  NC/BEAUFORT
 EY3793  USGS QUAD   -  AURORA (1993)
 EY3793
 EY3793                         *CURRENT SURVEY CONTROL
 EY3793  ___________________________________________________________________
 EY3793* NAD 83(2001)-  35 18 27.53970(N)    076 46 27.22577(W)     ADJUSTED  
 EY3793* NAVD 88     -         1.9    (meters)       6.     (feet)  VERTCON   
 EY3793  ___________________________________________________________________
 EY3793  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EY3793  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EY3793  HORZ ORDER  -  SECOND
 EY3793
 EY3793.The horizontal coordinates were established by classical geodetic methods
 EY3793.and adjusted by the National Geodetic Survey in August 2005.
 EY3793
 EY3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3793
 EY3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3793
 EY3793.The geoid height was determined by GEOID03.
 EY3793
 EY3793;                    North         East     Units Scale Factor Converg.
 EY3793;SPC NC       -   175,059.021   811,981.667   MT  0.99987307   +1 17 04.7
 EY3793;SPC NC       -   574,339.47  2,663,976.52   sFT  0.99987307   +1 17 04.7
 EY3793;UTM  18      - 3,908,604.850   338,698.310   MT  0.99992065   -1 01 32.4
 EY3793
 EY3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3793!SPC NC       -   1.00000555  x   0.99987307  =   0.99987862
 EY3793!UTM  18      -   1.00000555  x   0.99992065  =   0.99992620
 EY3793
 EY3793:                Primary Azimuth Mark                     Grid Az
 EY3793:SPC NC       -  MAYO                                     082 16 52.5
 EY3793:UTM  18      -  MAYO                                     084 35 29.6
 EY3793
 EY3793|---------------------------------------------------------------------|
 EY3793| PID    Reference Object                     Distance      Geod. Az  |
 EY3793|                                                           dddmmss.s |
 EY3793| EY3531 MAYO                                APPROX. 5.8 KM 0833357.2 |
 EY3793| EY4736 AURORA RM 1                          35.259 METERS 17448     |
 EY3793| EY3817 KAY                                 316.898 METERS 17719     |
 EY3793| EY3794 AURORA RM 2 AZIMUTH                 290.553 METERS 19923     |
 EY3793| EY3825 LUCKEY                              371.778 METERS 20312     |
 EY3793| EY3826 MARY                                390.698 METERS 24511     |
 EY3793| EY4737 AURORA RM 3                          39.524 METERS 27406     |
 EY3793|---------------------------------------------------------------------|
 EY3793
 EY3793                          SUPERSEDED SURVEY CONTROL
 EY3793
 EY3793  NAD 83(1986)-  35 18 27.55501(N)    076 46 27.23185(W) AD(       ) 2
 EY3793  NAD 27      -  35 18 26.93300(N)    076 46 28.49900(W) AD(       ) 2
 EY3793  NGVD 29 (07/19/86)    2.2    (m)            7.     (f) VERT ANG    3  
 EY3793
 EY3793.Superseded values are not recommended for survey control.
 EY3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3793.See file dsdata.txt to determine how the superseded data were derived.
 EY3793
 EY3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3869808605(NAD 83)
 EY3793_MARKER: DS = TRIANGULATION STATION DISK
 EY3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3793_STAMPING: AURORA 1935
 EY3793_MARK LOGO: CGS   
 EY3793
 EY3793  HISTORY     - Date     Condition        Report By
 EY3793  HISTORY     - 1935     MONUMENTED       CGS
 EY3793  HISTORY     - 1948     GOOD             CGS
 EY3793  HISTORY     - 1964     GOOD             CGS
 EY3793  HISTORY     - 1966     GOOD             CGS
 EY3793  HISTORY     - 1967     GOOD             USE
 EY3793
 EY3793                          STATION DESCRIPTION
 EY3793
 EY3793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3793'STATION IS ABOUT 1 MILE E OF AURORA ON THE PROPERTY OF MR.
 EY3793'GEORGE CLARK OF BELHAVEN.  IT IS ABOUT 50 METERS N OF A CURVE
 EY3793'IN THE MAIN ROAD AND THE INTERSECTION OF TWO LANES WITH THE MAIN
 EY3793'ROAD.  IT IS ABOUT 5 METERS W OF THE LANE AND 10 METERS S OF
 EY3793'THE BARN.
 EY3793'
 EY3793'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 EY3793'SET IN CONCRETE.
 EY3793'
 EY3793'REFERENCE MARK NO.2, (THE AZIMUTH MARK), IS ABOUT 300 METERS
 EY3793'SW ON THE S SIDE OF THE ROAD ABOUT 60 METERS W OF A FORK IN THE
 EY3793'ROAD.  REFERENCE MARK NO.1 IS S OF THE STATION.  REFERENCE MARK
 EY3793'NO.3 IS W OF THE STATION.
 EY3793'
 EY3793'TO REACH FROM WASHINGTON FOLLOW U.S. HIGHWAY 17 S 3 MILES TO
 EY3793'CHOCOWINITY AND TURN LEFT ON ROUTE 33.  FOLLOW ROUTE 33 E TO
 EY3793'AURORA.  CROSS THE SOUTH CREEK BRIDGE AND SET 0.0 MILE, AT 0.2
 EY3793'MILE TURN LEFT, AT 0.3 MILE AT CURVE IN MAIN ROAD TAKE LANE
 EY3793'STRAIGHT AHEAD FOR 50 METERS AND REACH OLD BARN AND STATION ON
 EY3793'LEFT.
 EY3793'
 EY3793'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS.
 EY3793
 EY3793                          STATION RECOVERY (1948)
 EY3793
 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3793'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  DISTANCE
 EY3793'TO THE R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE
 EY3793'CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW
 EY3793'DESCRIPTION AS FOLLOWS.
 EY3793'
 EY3793'THE STATION IS ABOUT 1 MILE E. OF AURORA ON THE PROPERTY OF MR.
 EY3793'GEORGE CLARK OF BELHAVEN.  IT IS 62 METERS N. OF A CURVE IN THE
 EY3793'AURORA-SOUTH CREEK ROAD AND THE INTERSECTION OF TWO LANES WITH
 EY3793'THE AURORA-SOUTH CREEK ROAD.  IT IS 5.8 METERS W. OF THE W. EDGE
 EY3793'OF THE LANE AND 4.0 METERS E. OF THE S.E. CORNER OF A SHEET
 EY3793'METAL COVERED BARN.  THE STATION IS MARKED BY A STANDARD
 EY3793'TRIANGULATION DISK, STAMPED AURORA 1935, SET IN TOP OF A 12 IN
 EY3793'SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND.
 EY3793'
 EY3793'R.M. NO. 1 IS 4 METERS W. OF THE W. EDGE OF THE LANE IN A
 EY3793'CLUMP OF BUSHES AT THE EDGE OF A FIELD AND IS S. OF THE
 EY3793'STATION.  THE REFERENCE MARK IS A STANDARD REFERENCE MARK DISK,
 EY3793'STAMPED AURORA NO. 1 1935, SET IN TOP OF A 12 IN SQUARE
 EY3793'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 EY3793'
 EY3793'R.M. NO. 2, THE AZIMUTH MARK, IS ABOUT 300 METERS S.W. OF THE
 EY3793'STATION ON THE S. SIDE OF THE ROAD ABOUT 60 METERS W. OF THE
 EY3793'FORK OF A ROAD.  IT IS 338.9 METERS E. OF THE CENTER OF THE N.
 EY3793'TRUSS, STEEL, OF THE SOUTH CREEK BRIDGE AND IS 15 FT. N.W. OF
 EY3793'THE N.W. CORNER OF A TOBACCO BARN.  THE REFERENCE MARK IS A
 EY3793'STANDARD REFERENCE MARK DISK, STAMPED AURORA NO. 2 1935, SET IN
 EY3793'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, PROJECTING 8 INCHES
 EY3793'ABOVE GROUND.
 EY3793'
 EY3793'R.M. NO. 3 IS W. OF THE STATION IN A FIELD JUST S. OF A
 EY3793'TOBACCO BARN.  THE REFERENCE MARK IS A STANDARD REFERENCE DISK,
 EY3793'STAMPED AURORA NO. 3 1935, SET IN TOP OF A 12 INCH SQUARE
 EY3793'CONCRETE MONUMENT, PROJECTING 3 INCHES ABOVE GROUND.
 EY3793'
 EY3793'TO REACH FROM THE POST OFFICE IN AURORA, N. C. FOLLOW THE MAIN
 EY3793'STREET E. 0.4 MILE TO THE STEEL TRUSS BRIDGE OVER SOUTH
 EY3793'CREEK.  CROSS THE BRIDGE AND SET 0.0 MILE, AT 0.2 MILE TURN
 EY3793'LEFT, AT 0.3 MILE AT CURVE IN MAIN ROAD TAKE LANE STRAIGHT AHEAD
 EY3793'FOR 72 METERS AND REACH BARN AND STATION ON LEFT.
 EY3793
 EY3793                          STATION RECOVERY (1964)
 EY3793
 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EY3793'STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1948 AND ALL
 EY3793'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1948 DESCRIPTION
 EY3793'IS ADEQUATE EXCEPT FOR THE TO REACH STATION DESCRIPTION WHICH
 EY3793'HAS CHANGED DUE TO THE CONSTRUCTION OF A NEW BRIDGE.
 EY3793'
 EY3793'TO REACH STATION FROM THE SOUTH CREEK BRIDGE, SOUTHEAST OF
 EY3793'AURORA, GO EAST ON STATE HIGHWAY 33 FOR 0.35 MILE TO A
 EY3793'CROSSROADS.  TURN LEFT AND GO NORTHWESTERLY FOR 0.45 MILE TO A
 EY3793'SIDE ROAD LEFT.  REFERENCE MARK NO. 2 (AZIMUTH MARK) IS ABOUT 65
 EY3793'YARDS WEST ALONG THIS ROAD AND 15 FEET NORTHWEST OF THE
 EY3793'NORTHWEST CORNER OF A TOBACCO BARN.  CONTINUE NORTH FOR 0.1
 EY3793'MILE TO CURVE RIGHT AND A FARM ROAD STRAIGHT AHEAD.  CONTINUE
 EY3793'STRAIGHT AHEAD ON FARM ROAD FOR ABOUT 70 YARDS TO BARN AND
 EY3793'STATION ON THE LEFT AS DESCRIBED.
 EY3793
 EY3793                          STATION RECOVERY (1966)
 EY3793
 EY3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 EY3793'ALL MARKS EXCEPT RM 3 RECOVERED IN GOOD CONDITION.
 EY3793'
 EY3793'THE STATION MARK PROJECTS 2 INCHES, IS 23 FEET WEST OF THE
 EY3793'CENTER OF A LANE, 14 FEET WEST OF A WIRE FENCE AND 13 FEET EAST
 EY3793'OF THE SOUTHEAST CORNER OF A METAL BARN.
 EY3793'
 EY3793'RM 1 PROJECTS 3 INCHES, IS ABOUT 150 FEET NORTH OF THE MAIN
 EY3793'TRAVELLED WAY, 45 FEET NORTHWEST OF A GATE IN AN EAST-WEST
 EY3793'FENCE, 19 FEET WEST OF THE CENTER OF THE LANE AND 10.2 FEET
 EY3793'WEST OF THE FENCE THAT PARALLELS THE LANE.
 EY3793'
 EY3793'RM 2 (AZIMUTH MARK) PROJECTS 2 INCHES, IS 250 FEET (PACED)
 EY3793'WEST OF THE INTERSECTION OF THE ROAD AND A LANE, 26 FEET
 EY3793'SOUTHEAST OF THE CENTER OF THE LANE, 15 FEET NORTHWEST OF THE
 EY3793'NORTHWEST CORNER OF A TOBACCO SHED AND 1 FOOT NORTHEAST OF A
 EY3793'METAL WITNESS POST.
 EY3793'
 EY3793'RM 3 HAS BEEN HIT BY FARM MACHINERY AND LEANS WESTWARD.  LINE
 EY3793'TO THE MARK IS BLOCKED BY AN ADDITION TO THE BARN.
 EY3793'
 EY3793'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST
 EY3793'OF AURORA, GO EAST ON STATION HIGHWAY 33 FOR 0.4 MILE TO A
 EY3793'JUNCTION OF 5 ROADS, TURN SHARP LEFT AND GO NORTHWEST FOR 0.9
 EY3793'MILE TO A LANE ON THE LEFT AND THE AZIMUTH MARK, CONTINUE AHEAD
 EY3793'(NORTHWARD) FOR 0.15 MILE TO A ROAD CURVE TO THE RIGHT AND A
 EY3793'LANE STRAIGHT AHEAD, AND THE STATION ON THE LEFT OF THE LANE.
 EY3793
 EY3793                          STATION RECOVERY (1967)
 EY3793
 EY3793'RECOVERY NOTE BY US ENGINEERS 1967
 EY3793'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK
 EY3793'STAMPED AURORA 1935 SET IN CONCRETE 1 IN ABOVE THE GROUND.
 EY3793'
 EY3793'STATION IS ABOUT 150 FT N OF A CURVE IN THE MAIN ROAD AND
 EY3793'THE INTERSECTION OF TWO LANES WITH THE MAIN ROAD.  IT IS ABOUT
 EY3793'15 FT W OF THE LANE AND 12 FT SE OF THE BARN.
 EY3793'
 EY3793'TO REACH STATION FROM AURORA, CROSS THE SOUTH CREEK BRIDGE AND
 EY3793'SET 0.0 MILE, AT 0.2 MILE TURN LEFT, AT 0.3 MILE AT CURVE IN
 EY3793'MAIN ROAD.  TAKE LANE STRAIGHT AHEAD FOR 164 FT AND REACH OLD
 EY3793'BARN AND STATION SITE ON LEFT.
 EY3793'
 EY3793'R.M. 1 IS A STANDARD REFERENCE DISK 116 FT FROM THE STATION
 EY3793'ON A M.AZ. OF 180 DEG.
 EY3793'
 EY3793'R.M. 2 (AZ.MK.) WAS NOT RECOVERED.  COULD NOT BE LOCATED.
 EY3793'
 EY3793'R.M. 3 WAS NOT RECOVERED.  COULD NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3794 ***********************************************************************
 EY3794  DESIGNATION -  AURORA RM 2 AZIMUTH
 EY3794  PID         -  EY3794
 EY3794  STATE/COUNTY-  NC/BEAUFORT
 EY3794  USGS QUAD   -  AURORA (1993)
 EY3794
 EY3794                         *CURRENT SURVEY CONTROL
 EY3794  ___________________________________________________________________
 EY3794* NAD 83(2001)-  35 18 18.64576(N)    076 46 31.04293(W)     ADJUSTED  
 EY3794* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 EY3794  ___________________________________________________________________
 EY3794  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EY3794  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EY3794  HORZ ORDER  -  SECOND
 EY3794
 EY3794.The horizontal coordinates were established by classical geodetic methods
 EY3794.and adjusted by the National Geodetic Survey in August 2005.
 EY3794
 EY3794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3794
 EY3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3794
 EY3794.The geoid height was determined by GEOID03.
 EY3794
 EY3794;                    North         East     Units Scale Factor Converg.
 EY3794;SPC NC       -   174,782.866   811,891.414   MT  0.99987302   +1 17 02.5
 EY3794;SPC NC       -   573,433.45  2,663,680.41   sFT  0.99987302   +1 17 02.5
 EY3794;UTM  18      - 3,908,332.545   338,596.993   MT  0.99992105   -1 01 34.4
 EY3794
 EY3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3794!SPC NC       -   1.00000558  x   0.99987302  =   0.99987860
 EY3794!UTM  18      -   1.00000558  x   0.99992105  =   0.99992663
 EY3794
 EY3794|---------------------------------------------------------------------|
 EY3794| PID    Reference Object                     Distance      Geod. Az  |
 EY3794|                                                           dddmmss.s |
 EY3794| EY3793 AURORA                              290.553 METERS 01923     |
 EY3794| EY3805 DOT                                 APPROX. 0.5 KM 1992247.2 |
 EY3794|---------------------------------------------------------------------|
 EY3794
 EY3794                          SUPERSEDED SURVEY CONTROL
 EY3794
 EY3794  NAD 83(1986)-  35 18 18.66149(N)    076 46 31.04897(W) AD(       ) 2
 EY3794  NAD 27      -  35 18 18.03920(N)    076 46 32.31549(W) AD(       ) 2
 EY3794  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG    3  
 EY3794
 EY3794.Superseded values are not recommended for survey control.
 EY3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3794.See file dsdata.txt to determine how the superseded data were derived.
 EY3794
 EY3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3859708333(NAD 83)
 EY3794_MARKER: DR = REFERENCE MARK DISK
 EY3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3794_STAMPING: AURORA NO. 2 1935
 EY3794_MARK LOGO: CGS   
 EY3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3794+STABILITY: SURFACE MOTION
 EY3794
 EY3794  HISTORY     - Date     Condition        Report By
 EY3794  HISTORY     - 1966     MONUMENTED       NCGS
 EY3794
 EY3794                          STATION DESCRIPTION
 EY3794
 EY3794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966
 EY3794'RM 2 PROJECTS 2 INCHES, IS 250 FEET (PACED)
 EY3794'WEST OF THE INTERSECTION OF THE ROAD AND A LANE, 26 FEET
 EY3794'SOUTHEAST OF THE CENTER OF THE LANE, 15 FEET NORTHWEST OF THE
 EY3794'NORTHWEST CORNER OF A TOBACCO SHED AND 1 FOOT NORTHEAST OF A
 EY3794'METAL WITNESS POST.
 EY3794'
 EY3794'TO REACH FROM THE BRIDGE OVER SOUTH CREEK 0.5 MILE SOUTHEAST
 EY3794'OF AURORA, GO EAST ON STATION HIGHWAY 33 FOR 0.4 MILE TO A
 EY3794'JUNCTION OF 5 ROADS, TURN SHARP LEFT AND GO NORTHWEST FOR 0.9
 EY3794'MILE TO A LANE ON THE LEFT AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0278 ***********************************************************************
 EY0278  DESIGNATION -  AUSBON RESET
 EY0278  PID         -  EY0278
 EY0278  STATE/COUNTY-  NC/WASHINGTON
 EY0278  USGS QUAD   -  PLYMOUTH WEST (1987)
 EY0278
 EY0278                         *CURRENT SURVEY CONTROL
 EY0278  ___________________________________________________________________
 EY0278* NAD 83(1986)-  35 48 17.     (N)    076 45 53.     (W)     SCALED    
 EY0278* NAVD 88     -        12.046  (meters)      39.52   (feet)  ADJUSTED  
 EY0278  ___________________________________________________________________
 EY0278  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY0278  DYNAMIC HT  -          12.036 (meters)      39.49  (feet)  COMP
 EY0278  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 EY0278
 EY0278  VERT ORDER  -  FIRST     CLASS I
 EY0278
 EY0278.The horizontal coordinates were scaled from a topographic map and have
 EY0278.an estimated accuracy of +/- 6 seconds.
 EY0278
 EY0278.The orthometric height was determined by differential leveling
 EY0278.and adjusted in June 1991.
 EY0278
 EY0278.The geoid height was determined by GEOID03.
 EY0278
 EY0278.The dynamic height is computed by dividing the NAVD 88
 EY0278.geopotential number by the normal gravity value computed on the
 EY0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0278.degrees latitude (g = 980.6199 gals.).
 EY0278
 EY0278.The modeled gravity was interpolated from observed gravity values.
 EY0278
 EY0278;                    North         East    Units  Estimated Accuracy
 EY0278;SPC NC       -   230,210.      811,600.      MT  (+/- 180 meters Scaled)
 EY0278
 EY0278                          SUPERSEDED SURVEY CONTROL
 EY0278
 EY0278  NGVD 29 (??/??/92)   12.385  (m)           40.63   (f) ADJ UNCH    1 1
 EY0278
 EY0278.Superseded values are not recommended for survey control.
 EY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0278.See file dsdata.txt to determine how the superseded data were derived.
 EY0278
 EY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE405637(NAD 83)
 EY0278_MARKER: DB = BENCH MARK DISK
 EY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0278_STAMPING: AUSBON RESET 1932 1963
 EY0278_MARK LOGO: CGS   
 EY0278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0278+STABILITY: SURFACE MOTION
 EY0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0278+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 EY0278
 EY0278  HISTORY     - Date     Condition        Report By
 EY0278  HISTORY     - 1963     MONUMENTED       CGS
 EY0278  HISTORY     - 1979     GOOD             NCGS
 EY0278  HISTORY     - 19890822 GOOD             NCGS
 EY0278  HISTORY     - 19961125 GOOD             NCGS
 EY0278
 EY0278                          STATION DESCRIPTION
 EY0278
 EY0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0278'4.2 MI SW FROM PLYMOUTH.
 EY0278'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION
 EY0278'OF STATE HIGHWAY 32 AT PLYMOUTH, THENCE 2.9 MILES SOUTHWEST ALONG
 EY0278'THE NORFOLK SOUTHERN RAILWAY, 47 FEET NORTHWEST OF MILEPOST 98,
 EY0278'43 FEET WEST OF WEST RAIL, 33 FEET NORTHEAST OF CENTER OF JUNCTION
 EY0278'OF COUNTY ROADS 1104 AND 1174, 3 FEET NORTH OF A WOODEN WITNESS
 EY0278'POST, 1/2 FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 EY0278'CONCRETE POST PROJECTING 2 INCHES.
 EY0278
 EY0278                          STATION RECOVERY (1979)
 EY0278
 EY0278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0278'RECOVERED IN GOOD CONDITION.
 EY0278
 EY0278                          STATION RECOVERY (1989)
 EY0278
 EY0278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY0278'RECOVERED AS DESCRIBED. DELETE REFERENCE TO JUNCTION OF COUNTY ROADS
 EY0278'1104 AND 1174. MARK IS LOCATED 39.44 M (129.40 FT) SOUTH-SOUTHEAST OF
 EY0278'THE SOUTHEAST CORNER OF A 1-STORY BRICK HOUSE, 50.02 M (164.11 FT)
 EY0278'NORTH-NORTHEAST OF TELEPHONE PEDESTAL NO. 5W, AND 6.89 M (22.60 FT)
 EY0278'SOUTHWEST OF A 24-INCH PINE WITH A REFERENCE TAG.
 EY0278
 EY0278                          STATION RECOVERY (1996)
 EY0278
 EY0278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY0278'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 EY0278'CORRECTIONS. STATION IS A STANDARD CGS BRASS BENCH MARK DISK
 EY0278'STAMPED---AUSBON RESET 1932 1963---, ABOUT LEVEL WITH SR 1104.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0463 ***********************************************************************
 FA0463  DESIGNATION -  AUSTIN
 FA0463  PID         -  FA0463
 FA0463  STATE/COUNTY-  NC/MECKLENBURG
 FA0463  USGS QUAD   -  HARRISBURG (1993)
 FA0463
 FA0463                         *CURRENT SURVEY CONTROL
 FA0463  ___________________________________________________________________
 FA0463* NAD 83(2001)-  35 15 43.85970(N)    080 41 24.49051(W)     ADJUSTED  
 FA0463* NAVD 88     -       211.649  (meters)     694.39   (feet)  ADJUSTED  
 FA0463  ___________________________________________________________________
 FA0463  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FA0463  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FA0463  DYNAMIC HT  -         211.456 (meters)     693.75  (feet)  COMP
 FA0463  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 FA0463
 FA0463  HORZ ORDER  -  SECOND
 FA0463  VERT ORDER  -  SECOND    CLASS 0
 FA0463
 FA0463.The horizontal coordinates were established by classical geodetic methods
 FA0463.and adjusted by the National Geodetic Survey in August 2005.
 FA0463
 FA0463.The orthometric height was determined by differential leveling
 FA0463.and adjusted in June 1991.
 FA0463
 FA0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0463
 FA0463.The geoid height was determined by GEOID03.
 FA0463
 FA0463.The dynamic height is computed by dividing the NAVD 88
 FA0463.geopotential number by the normal gravity value computed on the
 FA0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0463.degrees latitude (g = 980.6199 gals.).
 FA0463
 FA0463.The modeled gravity was interpolated from observed gravity values.
 FA0463
 FA0463;                    North         East     Units Scale Factor Converg.
 FA0463;SPC NC       -   169,055.446   455,832.550   MT  0.99987261   -0 58 31.8
 FA0463;SPC NC       -   554,642.74  1,495,510.62   sFT  0.99987261   -0 58 31.8
 FA0463;UTM  17      - 3,902,162.820   528,185.139   MT  0.99960979   +0 10 44.0
 FA0463
 FA0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0463!SPC NC       -   0.99997153  x   0.99987261  =   0.99984415
 FA0463!UTM  17      -   0.99997153  x   0.99960979  =   0.99958134
 FA0463
 FA0463|---------------------------------------------------------------------|
 FA0463| PID    Reference Object                     Distance      Geod. Az  |
 FA0463|                                                           dddmmss.s |
 FA0463| FA0464 PLAZA                               371.367 METERS 18216     |
 FA0463| FA0462 SWANGER                             420.712 METERS 3070441.0 |
 FA0463|---------------------------------------------------------------------|
 FA0463
 FA0463                          SUPERSEDED SURVEY CONTROL
 FA0463
 FA0463  NAD 83(1986)-  35 15 43.87464(N)    080 41 24.50012(W) AD(       ) 2
 FA0463  NAD 27      -  35 15 43.35123(N)    080 41 25.25535(W) AD(       ) 2
 FA0463  NGVD 29 (??/??/92)  211.878  (m)          695.14   (f) ADJ UNCH    2 0
 FA0463
 FA0463.Superseded values are not recommended for survey control.
 FA0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0463.See file dsdata.txt to determine how the superseded data were derived.
 FA0463
 FA0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2818502163(NAD 83)
 FA0463_MARKER: DE = TRAVERSE STATION DISK
 FA0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0463_STAMPING: AUSTIN 1970
 FA0463_MARK LOGO: NCGS  
 FA0463_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0463+STABILITY: SURFACE MOTION
 FA0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0463+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA0463
 FA0463  HISTORY     - Date     Condition        Report By
 FA0463  HISTORY     - 1970     MONUMENTED       NCGS
 FA0463  HISTORY     - 1972     GOOD             NCGS
 FA0463  HISTORY     - 1977     GOOD             LOCSUR
 FA0463  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0463  HISTORY     - 19940421 GOOD             USPSQD
 FA0463  HISTORY     - 20000926 GOOD             NCGS
 FA0463  HISTORY     - 20060906 GOOD             USPSQD
 FA0463
 FA0463                          STATION DESCRIPTION
 FA0463
 FA0463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0463'AUSTIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0463'VICINITY OF NEWELL, NORTH CAROLINA.
 FA0463'
 FA0463'AUSTIN IS LOCATED APPROXIMATELY 2.8 MILES SE OF NEWELL AND 9.5 MILES
 FA0463'ENE OF CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA0463'SR 2826 (HOOD RD.) AND SR 2803 (PLAZA RD. EXTENSION), GO NORTH ON
 FA0463'SR 2826 FOR 0.25 MILE TO STATION ON THE RIGHT, IN THE NORTHEAST
 FA0463'QUADRANT OF INTERSECTION OF SR 2826 AND SR 3033 (DEAD END ROAD), ON
 FA0463'THE EDGE OF YARD OWNED BY MR. AUSTIN, AND 1.05 MILES SOUTH OF
 FA0463'INTERSECTION OF SR 2802 AND SR 2828.
 FA0463'
 FA0463'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AUSTIN
 FA0463'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FA0463'INCH BELOW THE SURFACE OF THE GROUND.
 FA0463'
 FA0463'MARK IS
 FA0463'23.8 FEET NE OF C/L OF SR 2826.
 FA0463'44.1 FEET NW OF C/L OF SR 3033.
 FA0463'36.2 FEET SE OF C/L OF DRIVEWAY OF AUSTINS HOME.
 FA0463'27.9 FEET NNW OF ALUMINUM REF. TAG ON DEAD END ROAD SIGN POST.
 FA0463'28.1 FEET NW OF ALUMINUM REF. TAG ON STOP SIGN POST.
 FA0463'73.1 FEET WNW OF ALUMINUM REF. TAG ON PP.
 FA0463'71.9 FEET WNW OF TOP OF TELEPHONE JUNCTION BOX.
 FA0463
 FA0463                          STATION RECOVERY (1972)
 FA0463
 FA0463'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0463'2.8 MI ESE FROM NEWELL.
 FA0463'STATION IS LOCATED APPROXIMATELY 8.9 MI. ENE OF DOWNTOWN
 FA0463'CHARLOTTE.  TO REACH STATION FROM INTERSECTION OF SR 2939
 FA0463'(OLD CONCORD RD.) AND SR 2828 (ROCKY RIVER RD.) IN NEWELL,
 FA0463'PROCEED E ALONG SR 2828 FOR 2.25 MI. TO INTERSECTION WITH SR
 FA0463'2826 (HOOD RD.), TURN RIGHT AND GO 1.0 MILE S ALONG SR 2826 TO
 FA0463'INTERSECTION WITH SR 3033 AND STATION IN THE NE QUADRANT, 0.25 MI.
 FA0463'N OF INTERSECTION WITH SR 2803 (PLAZA RD. EXT.), 23.8 FT NE
 FA0463'OF C/L OF SR 2826, 44.1 FT NW OF C/L OF SR 3033, 36.2 FT SE OF
 FA0463'C/L OF DRIVE TO AUSTIN RESIDENCE, 27.9 FT NNW OF ALUMINUM REF.
 FA0463'TAG ON DEAD END RD. SIGN POST AND 71.9 FT WNW OF TOP OF TELEPHONE
 FA0463'JUNCTION BOX.  MARK IS 1 INCH BELOW THE GROUND.
 FA0463
 FA0463                          STATION RECOVERY (1977)
 FA0463
 FA0463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0463'PROPERTY OF MR. AUSTIN IS NOW OWNED BY MR. TIPTON. REFERENCES
 FA0463'EXISTING.
 FA0463
 FA0463                          STATION RECOVERY (1990)
 FA0463
 FA0463'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0463'MARK NOT FOUND.
 FA0463
 FA0463                          STATION RECOVERY (1994)
 FA0463
 FA0463'RECOVERY NOTE BY US POWER SQUADRON 1994 (LFH)
 FA0463'THIS MARK WAS REPORTED NOT FOUND IN 1990 BY USPSQ.
 FA0463
 FA0463                          STATION RECOVERY (2000)
 FA0463
 FA0463'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0463'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 126.9 FT
 FA0463'(38.7 M) SOUTH OF THE SOUTHEAST CORNER OF A BRICK HOUSE.
 FA0463
 FA0463                          STATION RECOVERY (2006)
 FA0463
 FA0463'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1924 ***********************************************************************
 FA1924  DESIGNATION -  AUSTIN
 FA1924  PID         -  FA1924
 FA1924  STATE/COUNTY-  NC/STANLY
 FA1924  USGS QUAD   -  ALBEMARLE (1993)
 FA1924
 FA1924                         *CURRENT SURVEY CONTROL
 FA1924  ___________________________________________________________________
 FA1924* NAD 83(2001)-  35 21 00.25399(N)    080 12 25.86066(W)     ADJUSTED  
 FA1924* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 FA1924  ___________________________________________________________________
 FA1924  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FA1924  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA1924  HORZ ORDER  -  SECOND
 FA1924
 FA1924.The horizontal coordinates were established by classical geodetic methods
 FA1924.and adjusted by the National Geodetic Survey in August 2005.
 FA1924
 FA1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1924
 FA1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1924
 FA1924.The geoid height was determined by GEOID03.
 FA1924
 FA1924;                    North         East     Units Scale Factor Converg.
 FA1924;SPC NC       -   178,163.035   499,887.569   MT  0.99987406   -0 41 48.3
 FA1924;SPC NC       -   584,523.22  1,640,047.80   sFT  0.99987406   -0 41 48.3
 FA1924;UTM  17      - 3,912,154.050   572,037.115   MT  0.99966395   +0 27 31.4
 FA1924
 FA1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1924!SPC NC       -   0.99998212  x   0.99987406  =   0.99985618
 FA1924!UTM  17      -   0.99998212  x   0.99966395  =   0.99964608
 FA1924
 FA1924:                Primary Azimuth Mark                     Grid Az
 FA1924:SPC NC       -  BANK                                     087 16 03.0
 FA1924:UTM  17      -  BANK                                     086 06 43.3
 FA1924
 FA1924|---------------------------------------------------------------------|
 FA1924| PID    Reference Object                     Distance      Geod. Az  |
 FA1924|                                                           dddmmss.s |
 FA1924| FA1159 BANK                                APPROX. 0.7 KM 0863414.7 |
 FA1924| FA1925 CONCORD                             150.060 METERS 25126     |
 FA1924|---------------------------------------------------------------------|
 FA1924
 FA1924                          SUPERSEDED SURVEY CONTROL
 FA1924
 FA1924  NAD 83(1986)-  35 21 00.26569(N)    080 12 25.87106(W) AD(       ) 2
 FA1924  NAD 27      -  35 20 59.74814(N)    080 12 26.66180(W) AD(       ) 2
 FA1924  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG    3  
 FA1924
 FA1924.Superseded values are not recommended for survey control.
 FA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1924.See file dsdata.txt to determine how the superseded data were derived.
 FA1924
 FA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7203712154(NAD 83)
 FA1924_MARKER: DE = TRAVERSE STATION DISK
 FA1924_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA1924_SP_SET: SIDEWALK
 FA1924_STAMPING: AUSTIN 1974
 FA1924_MARK LOGO: NCGS  
 FA1924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1924
 FA1924  HISTORY     - Date     Condition        Report By
 FA1924  HISTORY     - 1974     MONUMENTED       NCGS
 FA1924  HISTORY     - 19930708 SEE DESCRIPTION  NCGS
 FA1924  HISTORY     - 19990308 POOR             USPSQD
 FA1924
 FA1924                          STATION DESCRIPTION
 FA1924
 FA1924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1924'AUSTIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1924'THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1924'
 FA1924'AUSTIN IS LOCATED IN WEST SECTION OF ALBEMARLE.  TO REACH STATION
 FA1924'FROM THE INTERSECTION OF NC 73 WITH U.S. 52 IN DOWNTOWN ALBEMARLE,
 FA1924'PROCEED WEST ALONG NC 73 (MAIN STREET) FOR 0.45 MILE TO AUSTIN
 FA1924'STREET, AND STATION IN CONCRETE SIDEWALK IN THE NE QUADRANT OF
 FA1924'INTERSECTION.
 FA1924'
 FA1924'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1924'AUSTIN 1974, SET FLUSH IN DRILL HOLE IN CONCRETE SIDEWALK.
 FA1924'
 FA1924'MARK IS 30.9 FT N OF C/L OF NC 73 (MAIN STREET)
 FA1924'
 FA1924'30.2 FT E OF C/L OF AUSTIN STREET
 FA1924'
 FA1924'58.7 FT E OF TOP OF FIRE HYDRANT
 FA1924'
 FA1924'55.0 FT SE OF TP WITH ALUMINUM REF. TAG
 FA1924
 FA1924                          STATION RECOVERY (1993)
 FA1924
 FA1924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 FA1924'FOUND DRILLED HOLE IN SIDEWALK-ENTIRE DISK MISSING.
 FA1924
 FA1924                          STATION RECOVERY (1999)
 FA1924
 FA1924'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA1924'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3056 ***********************************************************************
 FB3056  DESIGNATION -  AUSTIN
 FB3056  PID         -  FB3056
 FB3056  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3056  USGS QUAD   -  PISGAH FOREST (1978)
 FB3056
 FB3056                         *CURRENT SURVEY CONTROL
 FB3056  ___________________________________________________________________
 FB3056* NAD 83(2001)-  35 16 28.52106(N)    082 38 07.62864(W)     ADJUSTED  
 FB3056* NAVD 88     -       657.4    (meters)    2157.     (feet)  VERTCON   
 FB3056  ___________________________________________________________________
 FB3056  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FB3056  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB3056  HORZ ORDER  -  SECOND
 FB3056
 FB3056.The horizontal coordinates were established by classical geodetic methods
 FB3056.and adjusted by the National Geodetic Survey in August 2005.
 FB3056
 FB3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3056
 FB3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3056
 FB3056.The geoid height was determined by GEOID03.
 FB3056
 FB3056;                    North         East     Units Scale Factor Converg.
 FB3056;SPC NC       -   175,177.708   278,955.941   MT  0.99987267   -2 05 53.8
 FB3056;SPC NC       -   574,728.86    915,207.95   sFT  0.99987267   -2 05 53.8
 FB3056;UTM  17      - 3,904,720.802   351,255.741   MT  0.99987267   -0 56 40.7
 FB3056
 FB3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3056!SPC NC       -   0.99990157  x   0.99987267  =   0.99977425
 FB3056!UTM  17      -   0.99990157  x   0.99987267  =   0.99977425
 FB3056
 FB3056:                Primary Azimuth Mark                     Grid Az
 FB3056:SPC NC       -  STEPP                                    039 21 06.7
 FB3056:UTM  17      -  STEPP                                    038 11 53.6
 FB3056
 FB3056|---------------------------------------------------------------------|
 FB3056| PID    Reference Object                     Distance      Geod. Az  |
 FB3056|                                                           dddmmss.s |
 FB3056| FB3054 STEPP                               APPROX. 1.4 KM 0371512.9 |
 FB3056| FB3057 TALLEY                              244.179 METERS 23608     |
 FB3056|---------------------------------------------------------------------|
 FB3056
 FB3056                          SUPERSEDED SURVEY CONTROL
 FB3056
 FB3056  NAD 83(1995)-  35 16 28.52425(N)    082 38 07.62762(W) AD(       ) 2
 FB3056  NAD 83(1986)-  35 16 28.52481(N)    082 38 07.62495(W) AD(       ) 2
 FB3056  NAD 27      -  35 16 28.10927(N)    082 38 08.17791(W) AD(       ) 2
 FB3056  NGVD 29 (07/19/86)  657.4    (m)         2157.     (f) VERT ANG    3  
 FB3056
 FB3056.Superseded values are not recommended for survey control.
 FB3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3056.See file dsdata.txt to determine how the superseded data were derived.
 FB3056
 FB3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5125604721(NAD 83)
 FB3056_MARKER: DE = TRAVERSE STATION DISK
 FB3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3056_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3056+STABILITY: SURFACE MOTION
 FB3056
 FB3056  HISTORY     - Date     Condition        Report By
 FB3056  HISTORY     - 1975     MONUMENTED       NCGS
 FB3056
 FB3056                          STATION DESCRIPTION
 FB3056
 FB3056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3056'THE STATION IS LOCATED APPROXIMATELY 0.3 MILE NORTHEAST OF PENROSE AND
 FB3056'6.3 MILES EAST-NORTHEAST OF BREVARD.
 FB3056'
 FB3056'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 276 AND NC 280
 FB3056'NORTHEAST OF BREVARD, PROCEED EASTERLY ALONG US 64 FOR 4.05 MILES TO
 FB3056'STATION ON THE RIGHT IN SOUTHEAST SHOULDER OF HIGHWAY AND 0.03 MILE
 FB3056'SOUTHWEST OF T INTERSECTION WITH SR 1504.
 FB3056'
 FB3056'STATION MARK IS A STANDARD DISK, STAMPED---AUSTIN 1975---, SET IN THE
 FB3056'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE
 FB3056'GROUND SURFACE.  MARK IS 21.5 FEET SOUTHEAST OF CENTERLINE OF US 64,
 FB3056'158.5 FEET SOUTHWEST OF CENTERLINE INTERSECTION OF US 64 WITH DRIVEWAY
 FB3056'ENTRANCE, 36.0 FEET NORTHEAST OF CENTERLINE OF WOODS ROAD, 53.5 FEET
 FB3056'NORTHEAST OF 10 INCH POPLAR WITH REFERENCE TAG AND 42.5 FEET NORTH OF
 FB3056'EAST GATE POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3148 ***********************************************************************
 FB3148  DESIGNATION -  AUSTIN
 FB3148  PID         -  FB3148
 FB3148  STATE/COUNTY-  NC/HAYWOOD
 FB3148  USGS QUAD   -  WAYNESVILLE (1979)
 FB3148
 FB3148                         *CURRENT SURVEY CONTROL
 FB3148  ___________________________________________________________________
 FB3148* NAD 83(2001)-  35 29 15.33511(N)    082 59 20.75948(W)     ADJUSTED  
 FB3148* NAVD 88     -       844.3    (meters)    2770.     (feet)  VERTCON   
 FB3148  ___________________________________________________________________
 FB3148  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FB3148  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FB3148  HORZ ORDER  -  SECOND
 FB3148
 FB3148.The horizontal coordinates were established by classical geodetic methods
 FB3148.and adjusted by the National Geodetic Survey in August 2005.
 FB3148
 FB3148.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3148
 FB3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3148
 FB3148.The geoid height was determined by GEOID03.
 FB3148
 FB3148;                    North         East     Units Scale Factor Converg.
 FB3148;SPC NC       -   200,023.141   247,757.438   MT  0.99988103   -2 18 08.6
 FB3148;SPC NC       -   656,242.59    812,850.86   sFT  0.99988103   -2 18 08.6
 FB3148;UTM  17      - 3,928,936.138   319,562.715   MT  1.00000123   -1 09 18.1
 FB3148
 FB3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3148!SPC NC       -   0.99987200  x   0.99988103  =   0.99975305
 FB3148!UTM  17      -   0.99987200  x   1.00000123  =   0.99987323
 FB3148
 FB3148:                Primary Azimuth Mark                     Grid Az
 FB3148:SPC NC       -  COURT HOUSE                              023 18 23.0
 FB3148:UTM  17      -  COURT HOUSE                              022 09 32.5
 FB3148
 FB3148|---------------------------------------------------------------------|
 FB3148| PID    Reference Object                     Distance      Geod. Az  |
 FB3148|                                                           dddmmss.s |
 FB3148| FB3147 COURT HOUSE                         APPROX. 0.6 KM 0210014.4 |
 FB3148| FB3149 OAK PARK                            188.323 METERS 22228     |
 FB3148|---------------------------------------------------------------------|
 FB3148
 FB3148                          SUPERSEDED SURVEY CONTROL
 FB3148
 FB3148  NAD 83(1995)-  35 29 15.33522(N)    082 59 20.75947(W) AD(       ) 2
 FB3148  NAD 83(1986)-  35 29 15.34005(N)    082 59 20.75953(W) AD(       ) 2
 FB3148  NAD 27      -  35 29 14.96681(N)    082 59 21.26919(W) AD(       ) 2
 FB3148  NGVD 29 (07/19/86)  844.3    (m)         2770.     (f) VERT ANG    3  
 FB3148
 FB3148.Superseded values are not recommended for survey control.
 FB3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3148.See file dsdata.txt to determine how the superseded data were derived.
 FB3148
 FB3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1956328936(NAD 83)
 FB3148_MARKER: DE = TRAVERSE STATION DISK
 FB3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3148_STAMPING: AUSTIN 1977
 FB3148_MARK LOGO: NCGS  
 FB3148_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3148+STABILITY: SURFACE MOTION
 FB3148
 FB3148  HISTORY     - Date     Condition        Report By
 FB3148  HISTORY     - 1977     MONUMENTED       NCGS
 FB3148  HISTORY     - 19860101 GOOD             NCGS
 FB3148
 FB3148                          STATION DESCRIPTION
 FB3148
 FB3148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3148'THE STATION IS LOCATED IN WAYNESVILLE.
 FB3148'
 FB3148'TO REACH THE STATION FROM THE HAYWOOD COUNTY COURTHOUSE IN
 FB3148'WAYNESVILLE, PROCEED SOUTHWEST ALONG MAIN STREET FOR 0.35 MILE TO OLD
 FB3148'BRICK HOUSE ON LEFT AND STATION , 0.05 MILE SOUTHWEST OF JUNCTION OF
 FB3148'MAIN STREET WITH US 276.
 FB3148'
 FB3148'STATION MARK IS A STANDARD DISK STAMPED---AUSTIN 1977---, SET IN THE
 FB3148'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3148'THE MARK IS 25.8 FEET EAST-SOUTHEAST OF MAIN STREET, 30.8 FEET
 FB3148'SOUTHWEST OF SOUTHWEST CORNER OF OLD BRICK HOUSE, 15.4 FEET WEST OF 10
 FB3148'INCH FORKED BIRCH, 10.0 FEET EAST-SOUTHEAST OF POWER POLE WITH
 FB3148'REFERENCE TAG, 95.0 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG
 FB3148'AND 108.9 FEET SOUTH-SOUTHWEST OF STEEL LIGHT POST.
 FB3148
 FB3148                          STATION RECOVERY (1986)
 FB3148
 FB3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3148'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF SIGHT
 FB3148'ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3797 ***********************************************************************
 FB3797  DESIGNATION -  AUSTIN
 FB3797  PID         -  FB3797
 FB3797  STATE/COUNTY-  NC/BUNCOMBE
 FB3797  USGS QUAD   -  WEAVERVILLE (1983)
 FB3797
 FB3797                         *CURRENT SURVEY CONTROL
 FB3797  ___________________________________________________________________
 FB3797* NAD 83(2001)-  35 43 34.94923(N)    082 36 22.09692(W)     ADJUSTED  
 FB3797* NAVD 88     -       615.7    (meters)    2020.     (feet)  VERTCON   
 FB3797  ___________________________________________________________________
 FB3797  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FB3797  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB3797  HORZ ORDER  -  SECOND
 FB3797
 FB3797.The horizontal coordinates were established by classical geodetic methods
 FB3797.and adjusted by the National Geodetic Survey in August 2005.
 FB3797
 FB3797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3797
 FB3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3797
 FB3797.The geoid height was determined by GEOID03.
 FB3797
 FB3797;                    North         East     Units Scale Factor Converg.
 FB3797;SPC NC       -   225,167.120   283,441.186   MT  0.99990681   -2 04 52.9
 FB3797;SPC NC       -   738,735.79    929,923.29   sFT  0.99990681   -2 04 52.9
 FB3797;UTM  17      - 3,954,789.155   354,738.087   MT  0.99986002   -0 56 16.8
 FB3797
 FB3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3797!SPC NC       -   0.99990808  x   0.99990681  =   0.99981490
 FB3797!UTM  17      -   0.99990808  x   0.99986002  =   0.99976811
 FB3797
 FB3797                          SUPERSEDED SURVEY CONTROL
 FB3797
 FB3797  NAD 83(1995)-  35 43 34.94920(N)    082 36 22.09677(W) AD(       ) 2
 FB3797  NAD 83(1986)-  35 43 34.96024(N)    082 36 22.09738(W) AD(       ) 2
 FB3797  NGVD 29 (02/22/93)  615.8    (m)         2020.     (f) VERT ANG    3  
 FB3797
 FB3797.Superseded values are not recommended for survey control.
 FB3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3797.See file dsdata.txt to determine how the superseded data were derived.
 FB3797
 FB3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5473854789(NAD 83)
 FB3797_MARKER: DE = TRAVERSE STATION DISK
 FB3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3797_SP_SET: CONCRETE POST
 FB3797_STAMPING: AUSTIN 1982
 FB3797_MARK LOGO: NCGS  
 FB3797_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3797+STABILITY: SURFACE MOTION
 FB3797
 FB3797  HISTORY     - Date     Condition        Report By
 FB3797  HISTORY     - 1982     MONUMENTED       NCGS
 FB3797
 FB3797                          STATION DESCRIPTION
 FB3797
 FB3797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3797'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) WEST-NORTHWEST OF
 FB3797'WEAVERVILLE AND 10.6 KM (6.6 MI) SOUTHEAST OF MARSHALL.
 FB3797'ALONG US 25-70 FOR 4.0 KM (2.5 MI) NORTHWEST FORM THE OVERPASS OF US
 FB3797'19-23 (NORTHWEST OF WEAVERVILLE), OR 1.0 KM (0.6 MI) SOUTHEAST FROM SR
 FB3797'1741 (SHEPHERD BRANCH ROAD), IN THE LEFT SHOULDER.
 FB3797'THE STATION IS A STANDARD NCGS DISK STAMPED---AUSTIN 1982---, SET INTO
 FB3797'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM
 FB3797'BELOW GROUND.  LOCATED 7.9 METERS (25.8 FT) WEST-SOUTHWEST OF THE
 FB3797'CENTERLINE OF THE EAST BOUND LANE OF US 25-70, 177.4 METERS
 FB3797'(582.0 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF THE GUARD RAIL, AND
 FB3797'55.4 METERS (181.8 FT) NORTH-NORTHWEST OF THE NORTHERN MOST WOODEN
 FB3797'GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2928 ***********************************************************************
 FZ2928  HT_MOD      -  This is a Height Modernization Survey Station.
 FZ2928  DESIGNATION -  AUSTIN
 FZ2928  PID         -  FZ2928
 FZ2928  STATE/COUNTY-  NC/WATAUGA
 FZ2928  USGS QUAD   -  BOONE (1994)
 FZ2928
 FZ2928                         *CURRENT SURVEY CONTROL
 FZ2928  ___________________________________________________________________
 FZ2928* NAD 83(2007)-  36 11 28.58885(N)    081 41 50.98745(W)     ADJUSTED  
 FZ2928* NAVD 88     -      1095.14   (meters)    3593.0    (feet)  GPS OBS   
 FZ2928  ___________________________________________________________________
 FZ2928  EPOCH DATE  -        2002.00
 FZ2928  X           -     744,285.764 (meters)                     COMP
 FZ2928  Y           -  -5,100,333.329 (meters)                     COMP
 FZ2928  Z           -   3,745,969.615 (meters)                     COMP
 FZ2928  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 FZ2928  ELLIP HEIGHT-        1063.923 (meters)          (02/10/07) ADJUSTED
 FZ2928  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FZ2928
 FZ2928  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2928  Type    PID    Designation                      North   East  Ellip
 FZ2928  -------------------------------------------------------------------
 FZ2928  NETWORK FZ2928 AUSTIN                            0.43   0.41   0.74
 FZ2928  -------------------------------------------------------------------
 FZ2928
 FZ2928.The horizontal coordinates were established by GPS observations
 FZ2928.and adjusted by the National Geodetic Survey in February 2007.
 FZ2928
 FZ2928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2928.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2928.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2928.The epoch date for horizontal control is a decimal equivalence
 FZ2928.of Year/Month/Day.
 FZ2928
 FZ2928.The orthometric height was determined by GPS observations and a
 FZ2928.high-resolution geoid model.
 FZ2928.The orthometric height was determined by GPS observations and a
 FZ2928.high-resolution geoid model using precise GPS observation and
 FZ2928.processing techniques.
 FZ2928
 FZ2928.Photographs are available for this station.
 FZ2928
 FZ2928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2928
 FZ2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2928
 FZ2928.The ellipsoidal height was determined by GPS observations
 FZ2928.and is referenced to NAD 83.
 FZ2928
 FZ2928.The geoid height was determined by GEOID03.
 FZ2928
 FZ2928;                    North         East     Units Scale Factor Converg.
 FZ2928;SPC NC       -   274,120.620   367,001.836   MT  1.00000696   -1 33 24.9
 FZ2928;SPC NC       -   899,344.07  1,204,071.86   sFT  1.00000696   -1 33 24.9
 FZ2928;UTM  17      - 4,005,389.354   437,287.980   MT  0.99964846   -0 24 42.7
 FZ2928
 FZ2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2928!SPC NC       -   0.99983305  x   1.00000696  =   0.99984001
 FZ2928!UTM  17      -   0.99983305  x   0.99964846  =   0.99948157
 FZ2928
 FZ2928                          SUPERSEDED SURVEY CONTROL
 FZ2928
 FZ2928  NAD 83(2001)-  36 11 28.58890(N)    081 41 50.98750(W) AD(       ) 1
 FZ2928  ELLIP H (10/17/03) 1063.922  (m)                       GP(       ) 4 2
 FZ2928  NAD 83(2001)-  36 11 28.58921(N)    081 41 50.98717(W) AD(       ) 1
 FZ2928  ELLIP H (03/27/03) 1063.897  (m)                       GP(       ) 4 2
 FZ2928  NAD 83(1995)-  36 11 28.58966(N)    081 41 50.98685(W) AD(       ) 1
 FZ2928  NAD 83(1993)-  36 11 28.59498(N)    081 41 50.99080(W) AD(       ) 1
 FZ2928  NAD 83(1986)-  36 11 28.60010(N)    081 41 50.99372(W) AD(       ) 2
 FZ2928  NAD 83(1986)-  36 11 28.60010(N)    081 41 50.99372(W) AD(       ) 1
 FZ2928  NGVD 29 (09/17/93) 1095.2    (m)         3593.     (f) GPS OBS     3  
 FZ2928
 FZ2928.Superseded values are not recommended for survey control.
 FZ2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2928.See file dsdata.txt to determine how the superseded data were derived.
 FZ2928
 FZ2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3728805389(NAD 83)
 FZ2928_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2928_SP_SET: CONCRETE POST
 FZ2928_STAMPING: AUSTIN 1990
 FZ2928_MARK LOGO: NCGS  
 FZ2928_PROJECTION: RECESSED 5 CENTIMETERS
 FZ2928_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2928+STABILITY: SURFACE MOTION
 FZ2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2928+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 FZ2928
 FZ2928  HISTORY     - Date     Condition        Report By
 FZ2928  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2928  HISTORY     - 20021210 GOOD             GEOMET
 FZ2928
 FZ2928                          STATION DESCRIPTION
 FZ2928
 FZ2928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2928'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF BOONE.
 FZ2928'PROCEED ALONG NC 105 FOR 2.1 MI (3.4 KM) WEST FROM US 221-321, THENCE
 FZ2928'SOUTH ALONG SR 1552 (POPLAR GROVE ROAD) FOR 1.1 MI (1.8 KM) , THENCE
 FZ2928'EAST ALONG SR 1550 FOR 0.4 MI (0.6 KM) TO A PAVED DRIVE LEADING NORTH
 FZ2928'AND GAP IN PASTURE FENCE ON RIGHT, AND STATION ACROSS THE FENCE ON
 FZ2928'TOP OF A KNOLL IN THE PASTURE.
 FZ2928'MARK IS 40 FEET HIGHER THAN ROAD AND RECESSED 2 INCHES BELOW GROUND.
 FZ2928'LOCATED 231.0 FT (70.4 M) (SLOPE) SOUTH-SOUTHWEST OF THE CENTERLINE
 FZ2928'OF ROAD, 2.0 FT (0.6 M) NORTH OF A WITNESS SIGN--AND 234.0 FT
 FZ2928'(71.3 M) (SLOPE) SOUTH OF A TELEPHONE PEDESTAL BESIDE POWER POLE WITH
 FZ2928'TRANSFORMER, 227.0 FT (69.2 M) (SLOPE) SOUTHWEST OF A POWER POLE,
 FZ2928'121.0 FT (36.9 M) (SLOPE) EAST OF A 10-INCH TREE IN A SMALL
 FZ2928'THICKET--ALL THREE WITH REFERENCE TAGS.
 FZ2928
 FZ2928                          STATION RECOVERY (2002)
 FZ2928
 FZ2928'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 FZ2928'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  TO REACH FROM
 FZ2928'THE INTERSECTION OF US HIGHWAYS 321-221 AND NC STATE HIGHWAY 105 IN
 FZ2928'SOUTHEAST BOONE.  GO WEST ON NC STATE HIGHWAY 105 FOR 3.4 KM (2.1
 FZ2928'MILES) TO AN INTERSECTION.  TURN LEFT AND GO SOUTH ON STATE ROUTE
 FZ2928'1552 (POPLAR GROVE ROAD) FOR 1.8 KM (1.1 MILES) TO AN INTERSECTION.
 FZ2928'TURN LEFT AND GO SOUTHEASTERLY ON STATE ROUTE 1551 (DIAMOND RANCH
 FZ2928'ROAD) FOR 0.6 KM (0.4 MILE) TO AN INTERSECTION.  TURN LEFT AND GO
 FZ2928'EASTERLY ON STATE ROUTE 1550 (RUSS CORNETT ROAD) FOR 0.5 KM (0.4
 FZ2928'MILE) TO AN UNPAVED DRIVEWAY TO HOUSE NUMBERED 1182 ON THE LEFT, AND
 FZ2928'THE STATION ON THE TOP OF A KNOLL IN A PASTURE FIELD ON THE RIGHT.
 FZ2928'THE REFERENCE OBJECTS AND MEASUREMENTS IN THE 1990 DESCRIPTION ARE
 FZ2928'ACCURATE EXCEPT, THERE IS NO WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5021 ***********************************************************************
 AH5021  DESIGNATION -  AUSTIN
 AH5021  PID         -  AH5021
 AH5021  STATE/COUNTY-  NC/JOHNSTON
 AH5021  USGS QUAD   -  EDMONDSON (1993)
 AH5021
 AH5021                         *CURRENT SURVEY CONTROL
 AH5021  ___________________________________________________________________
 AH5021* NAD 83(2001)-  35 37 07.57156(N)    078 31 16.68013(W)     ADJUSTED  
 AH5021* NAVD 88     -        79.8    (meters)     262.     (feet)  VERT ANG  
 AH5021  ___________________________________________________________________
 AH5021  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AH5021  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AH5021  HORZ ORDER  -  SECOND
 AH5021
 AH5021.The horizontal coordinates were established by classical geodetic methods
 AH5021.and adjusted by the National Geodetic Survey in August 2005.
 AH5021
 AH5021.The orthometric height was determined by vertical angle observations.
 AH5021
 AH5021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5021
 AH5021.The geoid height was determined by GEOID03.
 AH5021
 AH5021;                    North         East     Units Scale Factor Converg.
 AH5021;SPC NC       -   207,409.011   652,964.543   MT  0.99989304   +0 16 34.6
 AH5021;SPC NC       -   680,474.40  2,142,267.84   sFT  0.99989304   +0 16 34.6
 AH5021;UTM  17      - 3,944,494.882   724,492.301   MT  1.00022108   +1 26 39.0
 AH5021
 AH5021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5021!SPC NC       -   0.99999276  x   0.99989304  =   0.99988580
 AH5021!UTM  17      -   0.99999276  x   1.00022108  =   1.00021384
 AH5021
 AH5021                          SUPERSEDED SURVEY CONTROL
 AH5021
 AH5021  NAD 83(1986)-  35 37 07.58004(N)    078 31 16.69299(W) AD(       ) 2
 AH5021
 AH5021.Superseded values are not recommended for survey control.
 AH5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5021.See file dsdata.txt to determine how the superseded data were derived.
 AH5021
 AH5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2449244495(NAD 83)
 AH5021_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5021_STAMPING: AUSTIN 1985
 AH5021_MARK LOGO: NCGS  
 AH5021_PROJECTION: FLUSH
 AH5021_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5021+STABILITY: SURFACE MOTION
 AH5021
 AH5021  HISTORY     - Date     Condition        Report By
 AH5021  HISTORY     - 1985     MONUMENTED       NCGS
 AH5021  HISTORY     - 19970401 GOOD             NCGS
 AH5021  HISTORY     - 20080727 MARK NOT FOUND   GEOCAC
 AH5021
 AH5021                          STATION DESCRIPTION
 AH5021
 AH5021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH5021'STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) WEST-SOUTHWEST OF CLAYTON
 AH5021'AND 12.4 KM (7.70 MI) SOUTHEAST OF GARNER. ALONG NC 42 FOR 6.0 KM
 AH5021'(3.70 MI) SOUTHWEST FROM THE US 70 OVERPASS, OR 1.3 KM (0.80 MI)
 AH5021'NORTHEAST OF SR 1525, ON THE SOUTH BANK. STATION IS A STANDARD NCGS
 AH5021'DISK STAMPED---AUSTIN 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 AH5021'MONUMENT 25 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED 11.2
 AH5021'M (36.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 46.4 M (152.2 FT)
 AH5021'WEST OF THE SOUTH END OF A HIGHWAY CULVERT, 25.4 M (83.3 FT) SOUTHEAST
 AH5021'OF A TELEPHONE PEDESTAL ACROSS THE HIGHWAY--AND 39.4 M (129.3 FT) EAST
 AH5021'OF A POWER POLE, 9.7 M (31.8 FT) NORTHWEST OF A 6-INCH HICKORY--BOTH
 AH5021'WITH REFERENCE TAGS. MARK IS 4 FEET (1.2 M) ABOVE HIGHWAY.
 AH5021
 AH5021                          STATION RECOVERY (1997)
 AH5021
 AH5021'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH5021'RECOVERED AS DESCRIBED.
 AH5021
 AH5021                          STATION RECOVERY (2008)
 AH5021
 AH5021'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 AH5021'NOT FOUND IN A FIFTEEN MINUTE SEARCH WITH METAL DETECTOR. AREA HAS
 AH5021'BEEN DISTURBED DURING INSTALLATION OF UNDERGROUND UTILITIES AND
 AH5021'CONSTRUCTION OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6445 ***********************************************************************
 DE6445  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6445  DESIGNATION -  AUSTIN
 DE6445  PID         -  DE6445
 DE6445  STATE/COUNTY-  NC/CURRITUCK
 DE6445  USGS QUAD   -  MOSSEY ISLANDS (1982)
 DE6445
 DE6445                         *CURRENT SURVEY CONTROL
 DE6445  ___________________________________________________________________
 DE6445* NAD 83(2007)-  36 22 20.66857(N)    075 49 43.53937(W)     ADJUSTED  
 DE6445* NAVD 88     -         2.40   (meters)       7.9    (feet)  GPS OBS   
 DE6445  ___________________________________________________________________
 DE6445  EPOCH DATE  -        2002.00
 DE6445  X           -   1,258,763.339 (meters)                     COMP
 DE6445  Y           -  -4,985,105.489 (meters)                     COMP
 DE6445  Z           -   3,761,522.287 (meters)                     COMP
 DE6445  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DE6445  ELLIP HEIGHT-         -36.200 (meters)          (02/10/07) ADJUSTED
 DE6445  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 DE6445
 DE6445  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6445  Type    PID    Designation                      North   East  Ellip
 DE6445  -------------------------------------------------------------------
 DE6445  NETWORK DE6445 AUSTIN                            0.59   0.51   1.23
 DE6445  -------------------------------------------------------------------
 DE6445
 DE6445.The horizontal coordinates were established by GPS observations
 DE6445.and adjusted by the National Geodetic Survey in February 2007.
 DE6445
 DE6445.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6445.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6445.The horizontal coordinates are valid at the epoch date displayed above.
 DE6445.The epoch date for horizontal control is a decimal equivalence
 DE6445.of Year/Month/Day.
 DE6445
 DE6445.The orthometric height was determined by GPS observations and a
 DE6445.high-resolution geoid model.
 DE6445.The orthometric height was determined by GPS observations and a
 DE6445.high-resolution geoid model using precise GPS observation and
 DE6445.processing techniques.
 DE6445
 DE6445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6445
 DE6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6445
 DE6445.The ellipsoidal height was determined by GPS observations
 DE6445.and is referenced to NAD 83.
 DE6445
 DE6445.The geoid height was determined by GEOID03.
 DE6445
 DE6445;                    North         East     Units Scale Factor Converg.
 DE6445;SPC NC       -   295,469.754   894,151.238   MT  1.00006392   +1 49 49.2
 DE6445;SPC NC       -   969,387.02  2,933,561.19   sFT  1.00006392   +1 49 49.2
 DE6445;UTM  18      - 4,025,574.089   425,657.733   MT  0.99966809   -0 29 29.4
 DE6445
 DE6445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6445!SPC NC       -   1.00000568  x   1.00006392  =   1.00006960
 DE6445!UTM  18      -   1.00000568  x   0.99966809  =   0.99967377
 DE6445
 DE6445                          SUPERSEDED SURVEY CONTROL
 DE6445
 DE6445  NAD 83(2001)-  36 22 20.66911(N)    075 49 43.53905(W) AD(       ) 1
 DE6445  ELLIP H (03/13/03)  -36.199  (m)                       GP(       ) 4 2
 DE6445  NAD 83(1986)-  36 22 20.68418(N)    075 49 43.55995(W) AD(       ) 1
 DE6445
 DE6445.Superseded values are not recommended for survey control.
 DE6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6445.See file dsdata.txt to determine how the superseded data were derived.
 DE6445
 DE6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2565825574(NAD 83)
 DE6445_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6445_STAMPING: AUSTIN 2001
 DE6445_MARK LOGO: NCGS  
 DE6445_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6445+STABILITY: SURFACE MOTION
 DE6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6445+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 DE6445
 DE6445  HISTORY     - Date     Condition        Report By
 DE6445  HISTORY     - 2001     MONUMENTED       NCGS
 DE6445  HISTORY     - 20041201 SEE DESCRIPTION  NCGS
 DE6445
 DE6445                          STATION DESCRIPTION
 DE6445
 DE6445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE6445'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-NORTHWEST OF CURRITUCK
 DE6445'AND 0.5 MI (0.8 KM) SOUTH-SOUTHEAST OF COROLLA.
 DE6445'ALONG NC 12 FOR 0.25 MI (0.40 KM) SOUTH FROM THE ENTRANCE TO THE
 DE6445'COROLLA LIGHTHOUSE, SR 1185 (COROLLA VILLAGE RD), TO AUSTIN STREET.
 DE6445'ALSO 14.5 MI (23.3 KM) NORTHERLY ALONG NC 12 FROM THE DUCK UNITED
 DE6445'METHODIST CHURCH.
 DE6445'MARK IS ABOUT LEVEL WITH NC 12 AND IS RECESSED 1 INCH. LOCATED 26.5 FT
 DE6445'(8.1 M) WEST OF THE CENTERLINE OF NC 12, 39.0 FT (11.9 M)
 DE6445'SOUTH-SOUTHWEST OF THE CENTERLINE OF AUSTIN ST, 11.0 FT (3.4 M) EAST
 DE6445'OF EASTERNMOST EDGE OF SIDEWALK LEADING NORTH/SOUTH, 49.0 FT (14.9 M)
 DE6445'EAST-SOUTHEAST OF WATER METER, 53.5 FT (16.3 M) NORTHEAST OF 15 INCH
 DE6445'PINE AND 7.2 FT (2.2 M) SOUTH OF THE SOUTHERNMOST EDGE OF SIDEWALK
 DE6445'LEADING EAST AND WEST.
 DE6445
 DE6445                          STATION RECOVERY (2004)
 DE6445
 DE6445'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6445'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  PROBABLY
 DE6445'DESTROYED BY NEW WATER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4483 ***********************************************************************
 EZ4483  DESIGNATION -  AUSTIN CR
 EZ4483  PID         -  EZ4483
 EZ4483  STATE/COUNTY-  NC/WAKE
 EZ4483  USGS QUAD   -  ROLESVILLE (1993)
 EZ4483
 EZ4483                         *CURRENT SURVEY CONTROL
 EZ4483  ___________________________________________________________________
 EZ4483* NAD 83(2001)-  35 58 02.05720(N)    078 28 16.28903(W)     ADJUSTED  
 EZ4483* NAVD 88     -        88.4    (meters)     290.     (feet)  VERTCON   
 EZ4483  ___________________________________________________________________
 EZ4483  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 EZ4483  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ4483  HORZ ORDER  -  SECOND
 EZ4483
 EZ4483.The horizontal coordinates were established by classical geodetic methods
 EZ4483.and adjusted by the National Geodetic Survey in August 2005.
 EZ4483
 EZ4483.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4483
 EZ4483.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4483
 EZ4483.The geoid height was determined by GEOID03.
 EZ4483
 EZ4483;                    North         East     Units Scale Factor Converg.
 EZ4483;SPC NC       -   246,092.703   657,297.677   MT  0.99995044   +0 18 18.8
 EZ4483;SPC NC       -   807,389.14  2,156,484.13   sFT  0.99995044   +0 18 18.8
 EZ4483;UTM  17      - 3,983,271.354   728,032.895   MT  1.00024077   +1 29 09.1
 EZ4483
 EZ4483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4483!SPC NC       -   0.99999132  x   0.99995044  =   0.99994176
 EZ4483!UTM  17      -   0.99999132  x   1.00024077  =   1.00023209
 EZ4483
 EZ4483:                Primary Azimuth Mark                     Grid Az
 EZ4483:SPC NC       -  RUBY                                     114 07 04.8
 EZ4483:UTM  17      -  RUBY                                     112 56 14.5
 EZ4483
 EZ4483|---------------------------------------------------------------------|
 EZ4483| PID    Reference Object                     Distance      Geod. Az  |
 EZ4483|                                                           dddmmss.s |
 EZ4483| EZ4482 RUBY                                APPROX. 0.8 KM 1142523.6 |
 EZ4483| EZ4484 D HUNT                              212.521 METERS 27631     |
 EZ4483|---------------------------------------------------------------------|
 EZ4483
 EZ4483                          SUPERSEDED SURVEY CONTROL
 EZ4483
 EZ4483  NAD 83(1986)-  35 58 02.06340(N)    078 28 16.30003(W) AD(       ) 2
 EZ4483  NAD 27      -  35 58 01.51342(N)    078 28 17.30138(W) AD(       ) 2
 EZ4483  NGVD 29 (07/19/86)   88.7    (m)          291.     (f) VERT ANG    3  
 EZ4483
 EZ4483.Superseded values are not recommended for survey control.
 EZ4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4483.See file dsdata.txt to determine how the superseded data were derived.
 EZ4483
 EZ4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2803383271(NAD 83)
 EZ4483_MARKER: DE = TRAVERSE STATION DISK
 EZ4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4483_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4483+STABILITY: SURFACE MOTION
 EZ4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4483+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004
 EZ4483
 EZ4483  HISTORY     - Date     Condition        Report By
 EZ4483  HISTORY     - 1978     MONUMENTED       NCGS
 EZ4483  HISTORY     - 1981     GOOD             NC-183
 EZ4483  HISTORY     - 1987     GOOD             USPSQD
 EZ4483  HISTORY     - 20041203 GOOD             USPSQD
 EZ4483
 EZ4483                          STATION DESCRIPTION
 EZ4483
 EZ4483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ4483'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WAKE FOREST AND
 EZ4483'3.1 MILES NORTH OF ROLESVILLE.
 EZ4483'
 EZ4483'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH
 EZ4483'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 2.45 MILES TO
 EZ4483'STATION ON THE LEFT, NEAR THE CURVE OF DRAINAGE DITCH UNDER HIGHWAY
 EZ4483'APPROXIMATELY 400 FEET WEST OF AUSTIN CREEK AND 1.1 MILES WEST OF
 EZ4483'SR 1945 CROSSROADS.
 EZ4483'
 EZ4483'STATION MARK IS A STANDARD DISK STAMPED---AUSTIN CR 1978---SET IN THE
 EZ4483'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES ABOVE THE GROUND SURFACE.
 EZ4483'THE MARK IS 34.3 FEET NORTH OF CENTERLINE OF HIGHWAY, 18.8 FEET
 EZ4483'NORTHEAST OF CENTER OF NORTH HEADWALL OF CONCRETE BOX CULVERT, 13.6
 EZ4483'FEET WEST-SOUTHWEST OF 14 INCH PINE WITH REFERENCE TAG, 9.4 FEET
 EZ4483'SOUTHEAST OF 6 INCH GUM WITH REFERENCE TAG AND 176.0 FEET WEST-
 EZ4483'NORTHWEST OF POWER LINE BRACE POLE WITH REFERENCE TAG.
 EZ4483
 EZ4483                          STATION RECOVERY (1981)
 EZ4483
 EZ4483'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1981 (DHC)
 EZ4483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 EZ4483'THERE IS NO BRACE POLE AT 1.76 FEET.
 EZ4483
 EZ4483                          STATION RECOVERY (1987)
 EZ4483
 EZ4483'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4483'RECOVERED IN GOOD CONDITION.
 EZ4483
 EZ4483                          STATION RECOVERY (2004)
 EZ4483
 EZ4483'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ4483'WS 84
 EZ4483'N35 58.034
 EZ4483'W078 28.270
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2188 ***********************************************************************
 EY2188  DESIGNATION -  AUSTIN POINT 2
 EY2188  PID         -  EY2188
 EY2188  STATE/COUNTY-  NC/BEAUFORT
 EY2188  USGS QUAD   -  WASHINGTON (1983)
 EY2188
 EY2188                         *CURRENT SURVEY CONTROL
 EY2188  ___________________________________________________________________
 EY2188* NAD 83(2001)-  35 31 22.15359(N)    077 01 25.14259(W)     ADJUSTED  
 EY2188* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY2188  ___________________________________________________________________
 EY2188  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EY2188  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EY2188  HORZ ORDER  -  THIRD
 EY2188
 EY2188.The horizontal coordinates were established by classical geodetic methods
 EY2188.and adjusted by the National Geodetic Survey in August 2005.
 EY2188
 EY2188.The orthometric height was scaled from a topographic map.
 EY2188
 EY2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2188
 EY2188.The geoid height was determined by GEOID03.
 EY2188
 EY2188;                    North         East     Units Scale Factor Converg.
 EY2188;SPC NC       -   198,444.137   788,830.776   MT  0.99988374   +1 08 26.5
 EY2188;SPC NC       -   651,062.14  2,588,022.30   sFT  0.99988374   +1 08 26.5
 EY2188;UTM  18      - 3,932,907.594   316,508.268   MT  1.00001493   -1 10 34.0
 EY2188
 EY2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2188!SPC NC       -   1.00000581  x   0.99988374  =   0.99988955
 EY2188!UTM  18      -   1.00000581  x   1.00001493  =   1.00002074
 EY2188
 EY2188|---------------------------------------------------------------------|
 EY2188| PID    Reference Object                     Distance      Geod. Az  |
 EY2188|                                                           dddmmss.s |
 EY2188| EY4390 AUSTIN POINT 2 RM                    37.420 METERS 05010     |
 EY2188| EY2108 CYPRESS 2                           APPROX. 1.1 KM 2252723.1 |
 EY2188| EY2136 MC WILLIAMS PT SHOAL LT OLD         APPROX. 1.0 KM 2620606.9 |
 EY2188| EY2191 RODMAN POINT SHOAL LIGHT NEW        APPROX. 1.3 KM 2792238.7 |
 EY2188| EY2152 RODMAN POINT SHOAL LIGHT OLD        APPROX. 1.5 KM 2854656.1 |
 EY2188| EY2143 PAMLICO CHEMICAL CO STACK           APPROX. 0.6 KM 3201222.9 |
 EY2188|---------------------------------------------------------------------|
 EY2188
 EY2188                          SUPERSEDED SURVEY CONTROL
 EY2188
 EY2188  NAD 83(1986)-  35 31 22.17865(N)    077 01 25.11868(W) AD(       ) 3
 EY2188  NAD 27      -  35 31 21.59400(N)    077 01 26.29000(W) AD(       ) 3
 EY2188
 EY2188.Superseded values are not recommended for survey control.
 EY2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2188.See file dsdata.txt to determine how the superseded data were derived.
 EY2188
 EY2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1650832908(NAD 83)
 EY2188_MARKER: DD = SURVEY DISK
 EY2188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY2188_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY2188
 EY2188  HISTORY     - Date     Condition        Report By
 EY2188  HISTORY     - 1914     MONUMENTED       USE
 EY2188  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EY2188  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY2188
 EY2188                          STATION DESCRIPTION
 EY2188
 EY2188'DESCRIBED BY US ENGINEERS 1914 (PCW)
 EY2188'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON AUSTINS POINT,
 EY2188'BACK OF WHICH ARE TALL PINES, ON SANDY GROUND SPARSELY COVERED
 EY2188'WITH GRASS, 15 YARDS FROM SHORE IN LINE WITH THE PAMLICO
 EY2188'CHEMICAL COMPANY DOCK.
 EY2188'
 EY2188'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 EY2188'CONCRETE, IN THE TOPS OF TILES.
 EY2188'
 EY2188'THE REFERENCE MARK IS 37.42 METERS (122.8 FEET) FROM THE
 EY2188'STATION N 50 DEG 10 MIN E.
 EY2188
 EY2188                          STATION RECOVERY (1933)
 EY2188
 EY2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY2188'THE OLD STATION AND REFERENCE MARKS WERE BOTH FOUND, THE
 EY2188'LATTER IN GOOD CONDITION, AND THE FORMER CLOSE TO THE WATERS
 EY2188'EDGE.  THE DISK HAS BEEN TAKEN OUT OF THE STATION.
 EY2188'
 EY2188'A NEW STATION STIN, WAS ESTABLISHED.  THE RECOVERED REFERENCE
 EY2188'MARK IS USED AGAIN, AND IS TIED TO THE NEW STATION.  A TIE WAS
 EY2188'ALSO MADE FROM STIN TO OLD STATION AUSTIN POINT 2.
 EY2188
 EY2188                          STATION RECOVERY (1948)
 EY2188
 EY2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2188'STATION DESTROYED.  SEE DESCRIPTION OF STIN 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0510 ***********************************************************************
 FA0510  DESIGNATION -  AUTEN
 FA0510  PID         -  FA0510
 FA0510  STATE/COUNTY-  NC/MECKLENBURG
 FA0510  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA0510
 FA0510                         *CURRENT SURVEY CONTROL
 FA0510  ___________________________________________________________________
 FA0510* NAD 83(2001)-  35 17 09.31393(N)    080 53 32.67712(W)     ADJUSTED  
 FA0510* NAVD 88     -       253.688  (meters)     832.31   (feet)  ADJUSTED  
 FA0510  ___________________________________________________________________
 FA0510  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 FA0510  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FA0510  DYNAMIC HT  -         253.457 (meters)     831.55  (feet)  COMP
 FA0510  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 FA0510
 FA0510  HORZ ORDER  -  SECOND
 FA0510  VERT ORDER  -  SECOND    CLASS 0
 FA0510
 FA0510.The horizontal coordinates were established by classical geodetic methods
 FA0510.and adjusted by the National Geodetic Survey in August 2005.
 FA0510
 FA0510.The orthometric height was determined by differential leveling
 FA0510.and adjusted in June 1991.
 FA0510
 FA0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0510
 FA0510.The geoid height was determined by GEOID03.
 FA0510
 FA0510.The dynamic height is computed by dividing the NAVD 88
 FA0510.geopotential number by the normal gravity value computed on the
 FA0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0510.degrees latitude (g = 980.6199 gals.).
 FA0510
 FA0510.The modeled gravity was interpolated from observed gravity values.
 FA0510
 FA0510;                    North         East     Units Scale Factor Converg.
 FA0510;SPC NC       -   172,020.248   437,481.952   MT  0.99987277   -1 05 32.1
 FA0510;SPC NC       -   564,369.76  1,435,305.37   sFT  0.99987277   -1 05 32.1
 FA0510;UTM  17      - 3,904,756.620   509,783.466   MT  0.99960118   +0 03 43.7
 FA0510
 FA0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0510!SPC NC       -   0.99996498  x   0.99987277  =   0.99983776
 FA0510!UTM  17      -   0.99996498  x   0.99960118  =   0.99956617
 FA0510
 FA0510:                Primary Azimuth Mark                     Grid Az
 FA0510:SPC NC       -  RESERVOIR                                194 03 08.5
 FA0510:UTM  17      -  RESERVOIR                                192 53 52.7
 FA0510
 FA0510|---------------------------------------------------------------------|
 FA0510| PID    Reference Object                     Distance      Geod. Az  |
 FA0510|                                                           dddmmss.s |
 FA0510| FA0511 RESERVOIR                           APPROX. 0.8 KM 1925736.4 |
 FA0510|---------------------------------------------------------------------|
 FA0510
 FA0510                          SUPERSEDED SURVEY CONTROL
 FA0510
 FA0510  NAD 83(1986)-  35 17 09.33161(N)    080 53 32.68564(W) AD(       ) 2
 FA0510  NAD 27      -  35 17 08.82484(N)    080 53 33.42559(W) AD(       ) 2
 FA0510  NGVD 29 (??/??/92)  253.908  (m)          833.03   (f) ADJ UNCH    2 0
 FA0510
 FA0510.Superseded values are not recommended for survey control.
 FA0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0510.See file dsdata.txt to determine how the superseded data were derived.
 FA0510
 FA0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0978304757(NAD 83)
 FA0510_MARKER: DE = TRAVERSE STATION DISK
 FA0510_SETTING: 0 = UNSPECIFIED SETTING
 FA0510_STAMPING: AUTEN 1961
 FA0510_MARK LOGO: NC0870
 FA0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0510
 FA0510  HISTORY     - Date     Condition        Report By
 FA0510  HISTORY     - 1961     MONUMENTED       NC0870
 FA0510  HISTORY     - 1970     GOOD             NCGS
 FA0510  HISTORY     - 1972     GOOD             NCGS
 FA0510  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0510  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 FA0510  HISTORY     - 20040414 MARK NOT FOUND   USPSQD
 FA0510  HISTORY     - 20071016 MARK NOT FOUND   SCHC
 FA0510
 FA0510                          STATION DESCRIPTION
 FA0510
 FA0510'DESCRIBED BY CITY OF CHARLOTTE NORTH CAROLINA 1961 (ESL)
 FA0510'AUTEN IS A CITY OF CHARLOTTE, NORTH CAROLINA, MARKER.  IT IS
 FA0510'LOCATED 4.9 MILES NW OF CHARLOTTE.  TO REACH THE STATION FROM
 FA0510'THE INTERSECTION OF NC 16 AND SR 2019 (OAKDALE RD.), GO N ON
 FA0510'SR 2019 0.15 MILES TO Y, TAKE RIGHT FORK, GO 0.3 MILES NE TO
 FA0510'Y, TAKE RIGHT FORK (SR 2020) AUTEN RD. AND GO 0.1 MILE NE ON
 FA0510'SR 2020 (AUTEN RD.) TO STATION ON RIGHT.  STATION IS ACROSS
 FA0510'ROAD FROM A GARAGE AND MACHINE SHOP AND ON TOP OF DITCH BANK.
 FA0510'
 FA0510'STATION MARK IS A CITY OF CHARLOTTE MARKER, STAMPED---AUTEN
 FA0510'1961---, SET FLUSH WITH THE SURFACE OF THE GROUND.
 FA0510'
 FA0510'MARK IS
 FA0510'
 FA0510'12.5 FT SE OF C/L OF AUTEN RD. (SR 2020)
 FA0510'
 FA0510'7.5 FT NE OF TP 2 WITH ALUMINUM REF. TAG
 FA0510'
 FA0510'38.4 FT SE OF 8 INCH PINE WITH ALUMINUM REF. TAG
 FA0510'
 FA0510'50.4 FT S OF SE CORNER OF CONCRETE BLOCK MACHINE SHOP BLDG.
 FA0510
 FA0510                          STATION RECOVERY (1970)
 FA0510
 FA0510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA0510'RECOVERED AS DESCRIBED.
 FA0510
 FA0510                          STATION RECOVERY (1972)
 FA0510
 FA0510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0510'4.9 MI NW FROM CHARLOTTE.
 FA0510'TO REACH STATION FROM INTERSECTION OF NC 16 AND SR 2019, PROCEED
 FA0510'N AND NE ALONG SR 2019 FOR 0.45 MI. TO INTERSECTION WITH SR 2020
 FA0510'(AUTEN RD.), TURN RIGHT (ENE) ALONG SR 2020 FOR 0.1 MI. TO STATION
 FA0510'ON RIGHT ON TOP OF A BANK AND ACROSS ROAD FROM A GARAGE, 12.5
 FA0510'FT SE OF C/L OF SR 2020, 45.5 FT SW OF C/L OF PAVED DRIVE TO
 FA0510'L.D. MC CALL RESIDENCE, 7.5 FT NE OF ALUMINUM REF. TAG ON TP 2,
 FA0510'AND 50.4 FT S OF SE CORNER OF CONCRETE BLOCK MACHINE SHOP.  MARK
 FA0510'IS FLUSH WITH THE GROUND.
 FA0510
 FA0510                          STATION RECOVERY (1990)
 FA0510
 FA0510'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0510'MARK NOT FOUND.
 FA0510
 FA0510                          STATION RECOVERY (2001)
 FA0510
 FA0510'RECOVERY NOTE BY US POWER SQUADRON 2001
 FA0510'BANK GRADED.  STATION PROBABLY DISTROYED.
 FA0510
 FA0510                          STATION RECOVERY (2004)
 FA0510
 FA0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0510'BANK ON S SIDE OF AUTEN ROAD HAS BEEN GRADED DOWN AND MARKER MAY BE
 FA0510'LOST.
 FA0510
 FA0510                          STATION RECOVERY (2007)
 FA0510
 FA0510'RECOVERY NOTE BY THE SCHNEIDER CORPORATION 2007 (RT)
 FA0510'MONUMENT WAS STAKED TO WITH A TRIMBLE R8-2 USING THE NORTH CAROLINA
 FA0510'VRS SYSTEM.
 FA0510'THE POINT LANDED IN THE PAVEMENT OF AUTEN ROAD JUST NORTH OF THE
 FA0510'SOUTHERLY EDGE OF PAVEMENT, ACROSS THE ROAD FROM THE CONCRETE BLOCK
 FA0510'MACHINE SHOP AS DESCRIBED IN THE 1972 DESCRIPTION.
 FA0510'ROAD APPEARS TO HAVE BEEN WIDENED IN RECENT YEARS. STATION PROBABLY
 FA0510'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1146 ***********************************************************************
 EA1146  DESIGNATION -  AUTO
 EA1146  PID         -  EA1146
 EA1146  STATE/COUNTY-  NC/DUPLIN
 EA1146  USGS QUAD   -  BEULAVILLE (1981)
 EA1146
 EA1146                         *CURRENT SURVEY CONTROL
 EA1146  ___________________________________________________________________
 EA1146* NAD 83(2001)-  34 55 36.19931(N)    077 47 39.15362(W)     ADJUSTED  
 EA1146* NAVD 88     -        22.633  (meters)      74.26   (feet)  ADJUSTED  
 EA1146  ___________________________________________________________________
 EA1146  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 EA1146  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EA1146  DYNAMIC HT  -          22.611 (meters)      74.18  (feet)  COMP
 EA1146  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 EA1146
 EA1146  HORZ ORDER  -  SECOND
 EA1146  VERT ORDER  -  SECOND    CLASS I
 EA1146
 EA1146.The horizontal coordinates were established by classical geodetic methods
 EA1146.and adjusted by the National Geodetic Survey in August 2005.
 EA1146
 EA1146.The orthometric height was determined by differential leveling
 EA1146.and adjusted in June 1991.
 EA1146
 EA1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1146
 EA1146.The geoid height was determined by GEOID03.
 EA1146
 EA1146.The dynamic height is computed by dividing the NAVD 88
 EA1146.geopotential number by the normal gravity value computed on the
 EA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1146.degrees latitude (g = 980.6199 gals.).
 EA1146
 EA1146.The modeled gravity was interpolated from observed gravity values.
 EA1146
 EA1146;                    North         East     Units Scale Factor Converg.
 EA1146;SPC NC       -   131,203.144   719,758.699   MT  0.99988859   +0 41 45.4
 EA1146;SPC NC       -   430,455.65  2,361,408.33   sFT  0.99988859   +0 41 45.4
 EA1146;UTM  18      - 3,868,481.812   244,761.544   MT  1.00040300   -1 36 02.3
 EA1146
 EA1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1146!SPC NC       -   1.00000213  x   0.99988859  =   0.99989072
 EA1146!UTM  18      -   1.00000213  x   1.00040300  =   1.00040513
 EA1146
 EA1146:                Primary Azimuth Mark                     Grid Az
 EA1146:SPC NC       -  MERCER                                   280 01 45.7
 EA1146:UTM  18      -  MERCER                                   282 19 33.4
 EA1146
 EA1146|---------------------------------------------------------------------|
 EA1146| PID    Reference Object                     Distance      Geod. Az  |
 EA1146|                                                           dddmmss.s |
 EA1146| EA1143 MERCER                              APPROX. 3.8 KM 2804331.1 |
 EA1146|---------------------------------------------------------------------|
 EA1146
 EA1146                          SUPERSEDED SURVEY CONTROL
 EA1146
 EA1146  NAD 83(1986)-  34 55 36.20782(N)    077 47 39.16531(W) AD(       ) 2
 EA1146  NAD 27      -  34 55 35.61287(N)    077 47 40.25305(W) AD(       ) 2
 EA1146  NGVD 29 (??/??/92)   22.922  (m)           75.20   (f) ADJ UNCH    2 1
 EA1146
 EA1146.Superseded values are not recommended for survey control.
 EA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1146.See file dsdata.txt to determine how the superseded data were derived.
 EA1146
 EA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4476268482(NAD 83)
 EA1146_MARKER: DE = TRAVERSE STATION DISK
 EA1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1146_SP_SET: CONCRETE POST
 EA1146_STAMPING: AUTO 1976
 EA1146_MARK LOGO: NCGS  
 EA1146_PROJECTION: FLUSH
 EA1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1146+STABILITY: SURFACE MOTION
 EA1146
 EA1146  HISTORY     - Date     Condition        Report By
 EA1146  HISTORY     - 1976     MONUMENTED       NCGS
 EA1146  HISTORY     - 1977     GOOD             NCGS
 EA1146
 EA1146                          STATION DESCRIPTION
 EA1146
 EA1146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA1146'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES WEST OF BEULAVILLE AND
 EA1146'9.9 MILES EAST-SOUTHEAST OF KENANSVILLE, NORTH CAROLINA.
 EA1146'
 EA1146'TO REACH STATION FROM INTERSECTION OF NC 24 (FRONT STREET) WITH  NC 41
 EA1146'(JACKSON STREET) IN BEULAVILLE, PROCEED WEST ALONG NC 24 FOR 1.25
 EA1146'MILES TO STATION ON LEFT, BEHIND A POWER POLE IN THE YARD OF BOSTIC
 EA1146'AUTO SALES AND GARAGE, AND 0.15 MILE EAST OF T INTERSECTION WITH SR
 EA1146'1962.
 EA1146'
 EA1146'STATION MARK IS A STANDARD DISK STAMPED---AUTO 1976---, SET IN THE TOP
 EA1146'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 EA1146'MARK IS 43.3 FEET SOUTH OF THE CENTERLINE OF NC 24, 33.3 FEET
 EA1146'NORTHWEST OF METAL FENCE POST AT NORTHWEST CORNER OF GARAGE, 108.5
 EA1146'FEET EAST OF EAST END OF CULVERT UNDER DRIVEWAY TO JUNK YARD, 2.9 FEET
 EA1146'SOUTH OF POWER POLE WITH TRANSFORMER AND ALUMINUM TAG, AND 73.7 FEET
 EA1146'NORTHWEST OF NORTHEAST CORNER OF BUILDING.
 EA1146
 EA1146                          STATION RECOVERY (1977)
 EA1146
 EA1146'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA1146'1.1 MI WEST FROM BEULAVILLE.
 EA1146'TO REACH STATION FROM INTERSECTION OF NC 24 FRONT STREET WITH NC 41
 EA1146'JACKSON STREET IN BEULAVILLE, PROCEED WEST ALONG NC 24 FOR 1.25 MILES
 EA1146'TO STATION ON LEFT, BEHIND A POWER POLE IN THE YARD OF BOSTIC AUTO
 EA1146'SALES AND GARAGE, AND 0.15 MILE EAST OF T INTERSECTION WITH SR 1962,
 EA1146'43.3 FT. SOUTH OF CENTERLINE OF NC 24, 33.3 FT. NW OF METAL FENCE
 EA1146'POST AT NORTHWEST CORNER OF GARAGE, 108.5 FT. EAST OF EAST END OF
 EA1146'CULVERT UNDER DRIVEWAY TO JUNK YARD, 2.9 FT. SOUTH OF POWER POLE WITH
 EA1146'TRANSFORMER AND ALUMINUM REF. TAG AND 73.7 FT. NW OF NORTHEAST CORNER
 EA1146'OF BUILDING. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND
 EA1146'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2731 ***********************************************************************
 FX2731  DESIGNATION -  AUTO
 FX2731  PID         -  FX2731
 FX2731  STATE/COUNTY-  NC/GATES
 FX2731  USGS QUAD   -  GATESVILLE (1990)
 FX2731
 FX2731                         *CURRENT SURVEY CONTROL
 FX2731  ___________________________________________________________________
 FX2731* NAD 83(2001)-  36 27 05.93979(N)    076 47 58.63461(W)     ADJUSTED  
 FX2731* NAVD 88     -        10.588  (meters)      34.74   (feet)  ADJUSTED  
 FX2731  ___________________________________________________________________
 FX2731  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 FX2731  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 FX2731  DYNAMIC HT  -          10.580 (meters)      34.71  (feet)  COMP
 FX2731  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 FX2731
 FX2731  HORZ ORDER  -  SECOND
 FX2731  VERT ORDER  -  SECOND    CLASS II
 FX2731
 FX2731.The horizontal coordinates were established by classical geodetic methods
 FX2731.and adjusted by the National Geodetic Survey in August 2005.
 FX2731
 FX2731.The orthometric height was determined by differential leveling
 FX2731.and adjusted in June 1991.
 FX2731
 FX2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2731
 FX2731.The geoid height was determined by GEOID03.
 FX2731
 FX2731.The dynamic height is computed by dividing the NAVD 88
 FX2731.geopotential number by the normal gravity value computed on the
 FX2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2731.degrees latitude (g = 980.6199 gals.).
 FX2731
 FX2731.The modeled gravity was interpolated from observed gravity values.
 FX2731
 FX2731;                    North         East     Units Scale Factor Converg.
 FX2731;SPC NC       -   301,904.486   806,860.111   MT  1.00009202   +1 16 12.0
 FX2731;SPC NC       -   990,498.30  2,647,173.55   sFT  1.00009202   +1 16 12.0
 FX2731;UTM  18      - 4,035,550.029   338,726.481   MT  0.99992045   -1 04 10.1
 FX2731
 FX2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2731!SPC NC       -   1.00000397  x   1.00009202  =   1.00009599
 FX2731!UTM  18      -   1.00000397  x   0.99992045  =   0.99992442
 FX2731
 FX2731                          SUPERSEDED SURVEY CONTROL
 FX2731
 FX2731  NAD 83(1993)-  36 27 05.93988(N)    076 47 58.63829(W) AD(       ) 2
 FX2731  NAD 83(1986)-  36 27 05.95148(N)    076 47 58.65137(W) AD(       ) 2
 FX2731  NGVD 29 (01/18/91)   10.99   (m)           36.1    (f) LEVELING    3  
 FX2731
 FX2731.Superseded values are not recommended for survey control.
 FX2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2731.See file dsdata.txt to determine how the superseded data were derived.
 FX2731
 FX2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3872635550(NAD 83)
 FX2731_MARKER: DE = TRAVERSE STATION DISK
 FX2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2731_SP_SET: CONCRETE POST
 FX2731_STAMPING: AUTO 1980
 FX2731_MARK LOGO: NCGS  
 FX2731_PROJECTION: RECESSED 15 CENTIMETERS
 FX2731_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2731+STABILITY: SURFACE MOTION
 FX2731
 FX2731  HISTORY     - Date     Condition        Report By
 FX2731  HISTORY     - 1980     MONUMENTED       NCGS
 FX2731  HISTORY     - 1981     GOOD             NCGS
 FX2731  HISTORY     - 19970413 POOR             USPSQD
 FX2731
 FX2731                          STATION DESCRIPTION
 FX2731
 FX2731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2731'STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTHEAST OF RODUCO AND 4.1
 FX2731'MILES NORTHWEST OF GATESVILLE.
 FX2731'
 FX2731'TO REACH STATION FROM THE INTERSECTION OF THE SEABOARD COASTLINE
 FX2731'RAILROAD AND US 158 AT RODUCO, PROCEED SOUTHEAST ALONG US 158 FOR
 FX2731'1.05 MILES TO STATION IN RIGHT SHOULDER AT A HEADWALL ON EAST SIDE OF
 FX2731'DRIVE TO THE BRICK HOME OF LLOYD EURE.
 FX2731'
 FX2731'STATION MARK IS A STANDARD DISK STAMPED---AUTO 1980---SET IN TOP OF A
 FX2731'10 INCH CONCRETE MONUMENT, 6 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2731'17.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 34.7 FEET SOUTHEAST OF
 FX2731'CENTERLINE OF DRIVEWAY, 118.6 FEET NORTH OF POWER POLE WITH REFERENCE
 FX2731'TAG, 6.4 FEET NORTH OF NORTHWEST END OF HEADWALL, 88.6 FEET EAST OF
 FX2731'SOUTHEAST CORNER OF HOUSE AND 90.7 FEET SOUTHEAST OF TELEPHONE
 FX2731'PEDESTAL WITH POST AND REFERENCE TAG.
 FX2731
 FX2731                          STATION RECOVERY (1981)
 FX2731
 FX2731'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2731'1.1 MI SE FROM RODUCO.
 FX2731'1.05 MILES SOUTH ALONG U.S. 158 FROM THE INTERSECTION WITH THE
 FX2731'SEABOARD COAST LINE RAILROAD AT RODUCO, IN HIGHWAY SHOULDER AT A 6
 FX2731'FOOT CONCRETE HEADWALL ON EAST SIDE OF DRIVE TO A ONE STORY BRICK
 FX2731'HOUSE, LLOYD EURE RESIDENCE. 17.0 FEET SOUTHWEST OF CENTERLINE OF
 FX2731'HIGHWAY, 34.7 FEET SOUTHEAST OF CENTERLINE OF DRIVE, 6.4 FEET NORTH
 FX2731'OF NORTHWEST END OF HEADWALL, 88.6 FEET EAST OF SOUTHEAST CORNER OF
 FX2731'HOUSE, 90.7 FEET SOUTHEAST OF TELEPHONE PEDESTAL WITH POST AND
 FX2731'REFERENCE TAG AND 118.6 FEET NORTH OF POWER POLE WITH REFERENCE TAG.
 FX2731'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2731
 FX2731                          STATION RECOVERY (1997)
 FX2731
 FX2731'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2731'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1578 ***********************************************************************
 FA1578  DESIGNATION -  AUTO
 FA1578  PID         -  FA1578
 FA1578  STATE/COUNTY-  NC/GUILFORD
 FA1578  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1578
 FA1578                         *CURRENT SURVEY CONTROL
 FA1578  ___________________________________________________________________
 FA1578* NAD 83(2001)-  35 55 48.29344(N)    080 02 26.74788(W)     ADJUSTED  
 FA1578* NAVD 88     -       270.0    (meters)     886.     (feet)  VERTCON   
 FA1578  ___________________________________________________________________
 FA1578  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 FA1578  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FA1578  HORZ ORDER  -  SECOND
 FA1578
 FA1578.The horizontal coordinates were established by classical geodetic methods
 FA1578.and adjusted by the National Geodetic Survey in August 2005.
 FA1578
 FA1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1578
 FA1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1578
 FA1578.The geoid height was determined by GEOID03.
 FA1578
 FA1578;                    North         East     Units Scale Factor Converg.
 FA1578;SPC NC       -   242,335.373   515,686.516   MT  0.99994255   -0 36 02.5
 FA1578;SPC NC       -   795,061.97  1,691,881.51   sFT  0.99994255   -0 36 02.5
 FA1578;UTM  17      - 3,976,618.584   586,531.242   MT  0.99969226   +0 33 46.5
 FA1578
 FA1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1578!SPC NC       -   0.99996252  x   0.99994255  =   0.99990507
 FA1578!UTM  17      -   0.99996252  x   0.99969226  =   0.99965479
 FA1578
 FA1578|---------------------------------------------------------------------|
 FA1578| PID    Reference Object                     Distance      Geod. Az  |
 FA1578|                                                           dddmmss.s |
 FA1578| FA1609 HARMON                              348.975 METERS 09534     |
 FA1578| FA1654 SINCLAIR                             91.787 METERS 27640     |
 FA1578|---------------------------------------------------------------------|
 FA1578
 FA1578                          SUPERSEDED SURVEY CONTROL
 FA1578
 FA1578  NAD 83(1986)-  35 55 48.30043(N)    080 02 26.75716(W) AD(       ) 2
 FA1578  NAD 27      -  35 55 47.80295(N)    080 02 27.61508(W) AD(       ) 2
 FA1578  NGVD 29 (07/19/86)  270.2    (m)          886.     (f) VERT ANG    3  
 FA1578
 FA1578.Superseded values are not recommended for survey control.
 FA1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1578.See file dsdata.txt to determine how the superseded data were derived.
 FA1578
 FA1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8653176619(NAD 83)
 FA1578_MARKER: DE = TRAVERSE STATION DISK
 FA1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1578_STAMPING: AUTO 1967
 FA1578_MARK LOGO: NCGS  
 FA1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1578+STABILITY: SURFACE MOTION
 FA1578
 FA1578  HISTORY     - Date     Condition        Report By
 FA1578  HISTORY     - 1967     MONUMENTED       NCGS
 FA1578
 FA1578                          STATION DESCRIPTION
 FA1578
 FA1578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA1578'AUTO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1578'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1578'
 FA1578'AUTO IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF THE CENTER
 FA1578'OF HIGH POINT.  TO REACH STATION PROCEED FROM THE JUNCTION OF
 FA1578'U.S. 29A, U.S.70A, NC 68 AND SR 1725.  GO WEST ON U.S. 29A, U.S.
 FA1578'70A AND NC 68 FOR 0.4 MILE TO SOUTHERN AUTO SALES AND STATION.
 FA1578'STATION IS LOCATED ON SOUTH SIDE OF HIGHWAY, IN EAST END OF GRASSY
 FA1578'MEDIAN BETWEEN SOUTHERN AUTO SALES PARKING LOT AND
 FA1578'HIGHWAY.
 FA1578'
 FA1578'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1578'AUTO 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1578'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1578'
 FA1578'MARK IS
 FA1578'
 FA1578'25.2 FT S OF C/L OF NC 68
 FA1578'
 FA1578'58.8 FT W OF FIRE HYDRANT
 FA1578'
 FA1578'9.8 FT NW OF METAL POST
 FA1578'
 FA1578'22.9 FT E OF PP 101 WITH ALUMINUM REF. TAG
 FA1578'
 FA1578'36.0 FT ENE OF NORTHERN POST OF SIGN OF SOUTHERN AUTO AUCTION
 FA1578'WITH ALUMINUM REF. TAG
 FA1578'
 FA1578'95.3 FT W OF PP WITH BUS STOP PAINTED AND ALUMINUM REF. TAG
 FA1578'
 FA1578'76.2 FT NW OF SERVICE POLE IN EAST SIDE OF FENCE OF PARKING LOT
 FA1578'WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4829 ***********************************************************************
 EZ4829  DESIGNATION -  AUTO
 EZ4829  PID         -  EZ4829
 EZ4829  STATE/COUNTY-  NC/CUMBERLAND
 EZ4829  USGS QUAD   -  VANDER (1987)
 EZ4829
 EZ4829                         *CURRENT SURVEY CONTROL
 EZ4829  ___________________________________________________________________
 EZ4829* NAD 83(2001)-  35 02 34.04080(N)    078 50 36.39172(W)     ADJUSTED  
 EZ4829* NAVD 88     -        27.2    (meters)      89.     (feet)  VERTCON   
 EZ4829  ___________________________________________________________________
 EZ4829  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EZ4829  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EZ4829  HORZ ORDER  -  SECOND
 EZ4829
 EZ4829.The horizontal coordinates were established by classical geodetic methods
 EZ4829.and adjusted by the National Geodetic Survey in August 2005.
 EZ4829
 EZ4829.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4829
 EZ4829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4829
 EZ4829.The geoid height was determined by GEOID03.
 EZ4829
 EZ4829;                    North         East     Units Scale Factor Converg.
 EZ4829;SPC NC       -   143,420.398   623,883.925   MT  0.99987921   +0 05 25.3
 EZ4829;SPC NC       -   470,538.42  2,046,859.18   sFT  0.99987921   +0 05 25.3
 EZ4829;UTM  17      - 3,879,914.384   696,702.928   MT  1.00007688   +1 14 19.2
 EZ4829
 EZ4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4829!SPC NC       -   1.00000100  x   0.99987921  =   0.99988021
 EZ4829!UTM  17      -   1.00000100  x   1.00007688  =   1.00007788
 EZ4829
 EZ4829|---------------------------------------------------------------------|
 EZ4829| PID    Reference Object                     Distance      Geod. Az  |
 EZ4829|                                                           dddmmss.s |
 EZ4829| EZ0319 33 WC 1                               9.398 METERS 02537     |
 EZ4829| EZ0321 PULP                                APPROX. 1.0 KM 2844340.7 |
 EZ4829|---------------------------------------------------------------------|
 EZ4829
 EZ4829                          SUPERSEDED SURVEY CONTROL
 EZ4829
 EZ4829  NAD 83(1986)-  35 02 34.04525(N)    078 50 36.39688(W) AD(       ) 2
 EZ4829  NAD 83(1986)-  35 02 34.04951(N)    078 50 36.40009(W) AD(       ) 2
 EZ4829  NAD 27      -  35 02 33.45586(N)    078 50 37.30872(W) AD(       ) 2
 EZ4829  NGVD 29 (07/19/86)   27.5    (m)           90.     (f) VERT ANG    3  
 EZ4829
 EZ4829.Superseded values are not recommended for survey control.
 EZ4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4829.See file dsdata.txt to determine how the superseded data were derived.
 EZ4829
 EZ4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9670379914(NAD 83)
 EZ4829_MARKER: DE = TRAVERSE STATION DISK
 EZ4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4829_STAMPING: AUTO 1973
 EZ4829_MARK LOGO: NCGS  
 EZ4829_PROJECTION: FLUSH
 EZ4829_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4829+STABILITY: SURFACE MOTION
 EZ4829
 EZ4829  HISTORY     - Date     Condition        Report By
 EZ4829  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4829  HISTORY     - 1982     GOOD             LOCSUR
 EZ4829  HISTORY     - 19970528 SEE DESCRIPTION  NCGS
 EZ4829  HISTORY     - 20041106 MARK NOT FOUND   USPSQD
 EZ4829
 EZ4829                          STATION DESCRIPTION
 EZ4829
 EZ4829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4829'AUTO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4829'VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ4829'
 EZ4829'AUTO IS LOCATED APPROXIMATELY 2.1 MILES EAST OF FAYETTEVILLE.  TO
 EZ4829'REACH STATION FROM THE INTERSECTION OF NC 24 WITH NC 53 AND NC 210
 EZ4829'IN EAST SECTION OF FAYETTEVILLE, PROCEED EAST ALONG NC24 FOR 0.55
 EZ4829'MILES TO INTERSECTION WITH SR 1839 AND STATION ON RIGHT ON EAST
 EZ4829'SIDE OF SR 1839 AND ON NORTH SIDE OF SCL R/R TRACKS.
 EZ4829'
 EZ4829'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AUTO
 EZ4829'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4829'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4829'
 EZ4829'MARK IS
 EZ4829'91.9 FEET SSW OF C/L OF NC 24.
 EZ4829'21.1 FEET ESE OF C/L OF SR 1839.
 EZ4829'4.6 FEET NNE OF N RAIL OF TRACK.
 EZ4829'93.0 FEET NW OF MILEPOST 212.
 EZ4829'62.3 FEET SSW OF PP W/ALUMINUM REF. TAG.
 EZ4829'48.6 FEET SE OF 6X6 R/R CROSSING SIGN POST (ON WEST SIDE OF SR
 EZ4829'1839) W/ALUMINUM REF. TAG.
 EZ4829'30.6 FEET SW OF NCSHC 33 WC 1 TRAVERSE MONUMENT.
 EZ4829'
 EZ4829'33 WC 1 IS A NCSHC DISK SET IN A CONCRETE CYLINDER LOCATED IN THE NE
 EZ4829'QUADRANT OF INTERSECTION OF SR 1839 AND SCL R/R ON SOUTH SIDE OF NC
 EZ4829'24, 31.6 FEET ESE OF C/L OF SR 1839, 34.7 FEET NNE OF N RAIL OF
 EZ4829'TRACKS, 62.5 FEET SSW OF C/L OF NC 24, AND 33.1 FEET OF PP
 EZ4829'W/ALUMINUM REF. TAG.
 EZ4829
 EZ4829                          STATION RECOVERY (1982)
 EZ4829
 EZ4829'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (ARM)
 EZ4829'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ4829
 EZ4829                          STATION RECOVERY (1997)
 EZ4829
 EZ4829'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB)
 EZ4829'RECOVERED AS DESCRIBED IN 1985 AND USED. NC 24 IS NOW SR 1006, POWER
 EZ4829'POLE AND RAILROAD CROSSING POST HAVE NO REFERENCE TAGS. NOT FOUND IN
 EZ4829'1997 AND PROBABLY DESTROYED BY RAILROAD IMPROVEMENTS.
 EZ4829
 EZ4829                          STATION RECOVERY (2004)
 EZ4829
 EZ4829'RECOVERY NOTE BY US POWER SQUADRON 2004 (CES)
 EZ4829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4452 ***********************************************************************
 FX4452  DESIGNATION -  AUTO
 FX4452  PID         -  FX4452
 FX4452  STATE/COUNTY-  NC/PASQUOTANK
 FX4452  USGS QUAD   -  WEEKSVILLE (1982)
 FX4452
 FX4452                         *CURRENT SURVEY CONTROL
 FX4452  ___________________________________________________________________
 FX4452* NAD 83(2001)-  36 11 38.63699(N)    076 12 28.40747(W)     ADJUSTED  
 FX4452* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 FX4452  ___________________________________________________________________
 FX4452  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 FX4452  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 FX4452  HORZ ORDER  -  SECOND
 FX4452
 FX4452.The horizontal coordinates were established by classical geodetic methods
 FX4452.and adjusted by the National Geodetic Survey in August 2005.
 FX4452
 FX4452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4452
 FX4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4452
 FX4452.The geoid height was determined by GEOID03.
 FX4452
 FX4452;                    North         East     Units Scale Factor Converg.
 FX4452;SPC NC       -   274,665.484   860,698.666   MT  1.00000776   +1 36 41.5
 FX4452;SPC NC       -   901,131.68  2,823,808.87   sFT  1.00000776   +1 36 41.5
 FX4452;UTM  18      - 4,006,149.586   391,400.552   MT  0.99974531   -0 42 48.1
 FX4452
 FX4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4452!SPC NC       -   1.00000556  x   1.00000776  =   1.00001332
 FX4452!UTM  18      -   1.00000556  x   0.99974531  =   0.99975087
 FX4452
 FX4452                          SUPERSEDED SURVEY CONTROL
 FX4452
 FX4452  NAD 83(1993)-  36 11 38.65849(N)    076 12 28.41422(W) AD(       ) 2
 FX4452  NAD 83(1986)-  36 11 38.65835(N)    076 12 28.42020(W) AD(       ) 2
 FX4452  NGVD 29 (11/01/90)    2.6    (m)            9.     (f) VERT ANG    3  
 FX4452
 FX4452.Superseded values are not recommended for survey control.
 FX4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4452.See file dsdata.txt to determine how the superseded data were derived.
 FX4452
 FX4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9140106150(NAD 83)
 FX4452_MARKER: DE = TRAVERSE STATION DISK
 FX4452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4452_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4452+STABILITY: SURFACE MOTION
 FX4452
 FX4452  HISTORY     - Date     Condition        Report By
 FX4452  HISTORY     - 1981     MONUMENTED       NCGS
 FX4452
 FX4452                          STATION DESCRIPTION
 FX4452
 FX4452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FX4452'THE STATION IS LOCATED APPRXIMATELY 2.6 MILES WEST OF WEEKSVILLE AND
 FX4452'7.3 MILES SOUTH OF ELIZABETH CITY.
 FX4452'
 FX4452'TO REACH THE STATION FROM NC 34 AND SR 1100 IN WEEKSVILLE, PROCEED
 FX4452'SOUTHWEST ALONG SR 1100 FOR 2.1 MILES TO STATION IN RIGHT SHOULDER
 FX4452'AT INTERSECTION AND ON PROLONGATION OF CENTERLINE OF SR 1118 (SOUTH).
 FX4452'
 FX4452'STATION MARK IS A STANDARD DISK STAMPED---AUTO 1981---SET IN TOP OF A
 FX4452'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4452'14.0 FEET NORTH-NORTHWEST OF CENTERLINE OF ROAD, 71.8 FEET NORTHWEST
 FX4452'OF NORTHWEST CORNER OF SERVICE STATION, 4.2 FEET SOUTH OF SIGN POST,
 FX4452'43.2 FEET SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 43.7 FEET
 FX4452'NORTHWEST OF POWER POLE WITH REFERENCE TAG, AND 94.5 FEET NORTHEAST OF
 FX4452'14 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3084 ***********************************************************************
 EA3084  DESIGNATION -  AUTO
 EA3084  PID         -  EA3084
 EA3084  STATE/COUNTY-  NC/NEW HANOVER
 EA3084  USGS QUAD   -  WILMINGTON (1979)
 EA3084
 EA3084                         *CURRENT SURVEY CONTROL
 EA3084  ___________________________________________________________________
 EA3084* NAD 83(2001)-  34 11 29.74507(N)    077 55 47.87312(W)     ADJUSTED  
 EA3084* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 EA3084  ___________________________________________________________________
 EA3084  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 EA3084  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 EA3084  HORZ ORDER  -  SECOND
 EA3084
 EA3084.The horizontal coordinates were established by classical geodetic methods
 EA3084.and adjusted by the National Geodetic Survey in August 2005.
 EA3084
 EA3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3084
 EA3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3084
 EA3084.The geoid height was determined by GEOID03.
 EA3084
 EA3084;                    North         East     Units Scale Factor Converg.
 EA3084;SPC NC       -    49,520.233   708,235.959   MT  1.00004227   +0 37 03.3
 EA3084;SPC NC       -   162,467.63  2,323,604.14   sFT  1.00004227   +0 37 03.3
 EA3084;UTM  18      - 3,787,281.795   229,989.407   MT  1.00049879   -1 38 51.1
 EA3084;UTM  17      - 3,787,662.091   782,923.254   MT  1.00058683   +1 43 35.0
 EA3084
 EA3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3084!SPC NC       -   1.00000354  x   1.00004227  =   1.00004581
 EA3084!UTM  18      -   1.00000354  x   1.00049879  =   1.00050233
 EA3084!UTM  17      -   1.00000354  x   1.00058683  =   1.00059037
 EA3084
 EA3084                          SUPERSEDED SURVEY CONTROL
 EA3084
 EA3084  NAD 83(1986)-  34 11 29.75568(N)    077 55 47.88841(W) AD(       ) 2
 EA3084  NGVD 29 (11/23/90)   14.7    (m)           48.     (f) VERT ANG    3  
 EA3084
 EA3084.Superseded values are not recommended for survey control.
 EA3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3084.See file dsdata.txt to determine how the superseded data were derived.
 EA3084
 EA3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2998987282(NAD 83)
 EA3084_MARKER: DE = TRAVERSE STATION DISK
 EA3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3084_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3084+STABILITY: SURFACE MOTION
 EA3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3084+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA3084
 EA3084  HISTORY     - Date     Condition        Report By
 EA3084  HISTORY     - 1980     MONUMENTED       NCGS
 EA3084  HISTORY     - 20030213 GOOD             USPSQD
 EA3084  HISTORY     - 20040217 GOOD             USPSQD
 EA3084  HISTORY     - 20050219 GOOD             USPSQD
 EA3084  HISTORY     - 20060218 GOOD             USPSQD
 EA3084
 EA3084                          STATION DESCRIPTION
 EA3084
 EA3084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EA3084'THE STATION IS LOCATED IN THE SOUTHERN SECTION OF WILMINGTON.
 EA3084'
 EA3084'TO REACH THE STATION FROM THE INTERSECTION OF SHIPYARD BOULEVARD WITH
 EA3084'US 421, PROCEED EAST-NORTHEAST ALONG SHIPYARD BOULEVARD FOR 0.2 MILE
 EA3084'TO THE STATION IN THE MEDIAN AT A USED CAR LOT.
 EA3084'
 EA3084'STATION MARK IS A STANDARD DISK STAMPED---AUTO 1980---,SET IN THE TOP
 EA3084'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 5 INCHES BELOW THE GROUND
 EA3084'SURFACE.  THE MARK IS 6.0 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT
 EA3084'OF THE EASTBOUND LANES, 44.3 FEET EAST-SOUTHEAST OF THE CENTER OF A
 EA3084'METAL DRAINAGE COVER IN THE MEDIAN, 81.7 FEET NORTHWEST OF A METAL
 EA3084'POST WITH--AUTO SALES INC--SIGN AND 88.0 FEET NORTHEAST OF A SERVICE
 EA3084'POLE WITH REFERENCE TAG AND 111.8 FEET SOUTHEAST OF A POWER POLE WITH
 EA3084'REFERENCE TAG.
 EA3084
 EA3084                          STATION RECOVERY (2003)
 EA3084
 EA3084'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA3084'RECOVERED IN GOOD CONDITION.
 EA3084
 EA3084                          STATION RECOVERY (2004)
 EA3084
 EA3084'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA3084'RECOVERED IN GOOD CONDITION.
 EA3084
 EA3084                          STATION RECOVERY (2005)
 EA3084
 EA3084'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA3084'RECOVERED IN GOOD CONDITION.
 EA3084
 EA3084                          STATION RECOVERY (2006)
 EA3084
 EA3084'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7638 ***********************************************************************
 AC7638  DESIGNATION -  AUTO
 AC7638  PID         -  AC7638
 AC7638  STATE/COUNTY-  NC/ONSLOW
 AC7638  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 AC7638
 AC7638                         *CURRENT SURVEY CONTROL
 AC7638  ___________________________________________________________________
 AC7638* NAD 83(2001)-  34 45 18.81513(N)    077 27 44.22686(W)     ADJUSTED  
 AC7638* NAVD 88     -         8.541  (meters)      28.02   (feet)  ADJUSTED  
 AC7638  ___________________________________________________________________
 AC7638  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AC7638  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 AC7638  DYNAMIC HT  -           8.533 (meters)      28.00  (feet)  COMP
 AC7638  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 AC7638
 AC7638  HORZ ORDER  -  SECOND
 AC7638  VERT ORDER  -  SECOND    CLASS I
 AC7638
 AC7638.The horizontal coordinates were established by classical geodetic methods
 AC7638.and adjusted by the National Geodetic Survey in August 2005.
 AC7638
 AC7638.The orthometric height was determined by differential leveling
 AC7638.and adjusted in December 2008.
 AC7638
 AC7638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7638
 AC7638.The geoid height was determined by GEOID03.
 AC7638
 AC7638.The dynamic height is computed by dividing the NAVD 88
 AC7638.geopotential number by the normal gravity value computed on the
 AC7638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7638.degrees latitude (g = 980.6199 gals.).
 AC7638
 AC7638.The modeled gravity was interpolated from observed gravity values.
 AC7638
 AC7638;                    North         East     Units Scale Factor Converg.
 AC7638;SPC NC       -   112,601.055   750,374.807   MT  0.99990989   +0 53 15.1
 AC7638;SPC NC       -   369,425.29  2,461,854.68   sFT  0.99990989   +0 53 15.1
 AC7638;UTM  18      - 3,848,660.923   274,620.876   MT  1.00022611   -1 24 15.4
 AC7638
 AC7638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7638!SPC NC       -   1.00000447  x   0.99990989  =   0.99991436
 AC7638!UTM  18      -   1.00000447  x   1.00022611  =   1.00023058
 AC7638
 AC7638                          SUPERSEDED SURVEY CONTROL
 AC7638
 AC7638  NAD 83(1986)-  34 45 18.82541(N)    077 27 44.23674(W) AD(       ) 2
 AC7638  NAVD 88 (09/30/05)    8.544  (m)           28.03   (f) UNKNOWN     2 1
 AC7638
 AC7638.Superseded values are not recommended for survey control.
 AC7638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7638.See file dsdata.txt to determine how the superseded data were derived.
 AC7638
 AC7638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7462148661(NAD 83)
 AC7638_MARKER: DE = TRAVERSE STATION DISK
 AC7638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7638_STAMPING: AUTO 1985
 AC7638_MARK LOGO: NCGS  
 AC7638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC7638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7638+STABILITY: SURFACE MOTION
 AC7638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7638+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 AC7638
 AC7638  HISTORY     - Date     Condition        Report By
 AC7638  HISTORY     - 1985     MONUMENTED       NCGS
 AC7638  HISTORY     - 20040829 GOOD             GEOCAC
 AC7638  HISTORY     - 20040830 GOOD             NCGS
 AC7638
 AC7638                          STATION DESCRIPTION
 AC7638
 AC7638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AC7638'STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) WEST OF JACKSONVILLE. ALONG
 AC7638'NC 258 AND NC 24 FOR 1.1 KM (0.7 MI) WEST FROM US 17EAST FROM NC 53),
 AC7638'BETWEEN TWO DRIVEWAYS TO BOBS AUTO SALVAGE, ACROSS THE ROAD FROM THE
 AC7638'SUNBEAM BREAD OUTLET. MARK IS RECESSED 5 INCHES BELOW GROUND AND IS
 AC7638'1/2-FOOT LOWER THAN THE HIGHWAY.  LOCATED 4.75 M (15.58 FT)
 AC7638'NORTH-NORTHEAST OF THE CENTERLINE OF WEST BOUND US 258, 0.52 M (1.71
 AC7638'FT) NORTH-NORTHEAST OF THE BACKSIDE OF THE CONCRETE CURB, 6.34 M
 AC7638'(20.80 FT) EAST-SOUTHEAST OF THE CENTER OF THE WESTERN ENTRANCE, 14.42
 AC7638'M (47.31 FT) WEST-NORTHWEST OF THE CENTER OF THE EASTERN ENTRANCE--AND
 AC7638'8.78 M (28.81 FT) SOUTHWEST OF A TELEPHONE POLE, 19.2 M (63.0 FT)
 AC7638'SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AC7638
 AC7638                          STATION RECOVERY (2004)
 AC7638
 AC7638'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 AC7638'RECOVERED IN GOOD CONDITION AS DESCRIBED
 AC7638
 AC7638                          STATION RECOVERY (2004)
 AC7638
 AC7638'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 AC7638'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5074 ***********************************************************************
 AH5074  DESIGNATION -  AUTO
 AH5074  PID         -  AH5074
 AH5074  STATE/COUNTY-  NC/SAMPSON
 AH5074  USGS QUAD   -  BEARSKIN (1986)
 AH5074
 AH5074                         *CURRENT SURVEY CONTROL
 AH5074  ___________________________________________________________________
 AH5074* NAD 83(2001)-  35 04 57.59255(N)    078 23 10.88140(W)     ADJUSTED  
 AH5074* NAVD 88     -        48.8    (meters)     160.     (feet)  VERT ANG  
 AH5074  ___________________________________________________________________
 AH5074  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AH5074  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AH5074  HORZ ORDER  -  SECOND
 AH5074
 AH5074.The horizontal coordinates were established by classical geodetic methods
 AH5074.and adjusted by the National Geodetic Survey in August 2005.
 AH5074
 AH5074.The orthometric height was determined by vertical angle observations.
 AH5074
 AH5074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5074
 AH5074.The geoid height was determined by GEOID03.
 AH5074
 AH5074;                    North         East     Units Scale Factor Converg.
 AH5074;SPC NC       -   148,005.396   665,556.023   MT  0.99987692   +0 21 15.0
 AH5074;SPC NC       -   485,581.04  2,183,578.39   sFT  0.99987692   +0 21 15.0
 AH5074;UTM  17      - 3,885,335.372   738,287.512   MT  1.00029984   +1 30 10.5
 AH5074
 AH5074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5074!SPC NC       -   0.99999774  x   0.99987692  =   0.99987466
 AH5074!UTM  17      -   0.99999774  x   1.00029984  =   1.00029758
 AH5074
 AH5074                          SUPERSEDED SURVEY CONTROL
 AH5074
 AH5074  NAD 83(1986)-  35 04 57.59916(N)    078 23 10.88971(W) AD(       ) 2
 AH5074
 AH5074.Superseded values are not recommended for survey control.
 AH5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5074.See file dsdata.txt to determine how the superseded data were derived.
 AH5074
 AH5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3828885335(NAD 83)
 AH5074_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5074_STAMPING: AUTO 1986
 AH5074_MARK LOGO: NCGS  
 AH5074_PROJECTION: FLUSH
 AH5074_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5074+STABILITY: SURFACE MOTION
 AH5074
 AH5074  HISTORY     - Date     Condition        Report By
 AH5074  HISTORY     - 1986     MONUMENTED       NCGS
 AH5074
 AH5074                          STATION DESCRIPTION
 AH5074
 AH5074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5074'STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF CLINTON.
 AH5074'ALONG US 421 FOR 5.85 MI (9.41 KM) NORTHWEST FROM THE FAIRCLOTH
 AH5074'FREEWAY OVERPASS, OR 1.0 MI (1.6 KM) NORTH FROM SR 1832, AT THE
 AH5074'NORTHWEST END OF CLINTON AUTO PARTS BUILDING. MARK IS FLUSH WITH
 AH5074'GROUND AND LEVEL WITH HIGHWAY.  LOCATED 142.5 FT (43.4 M) EAST OF THE
 AH5074'CENTERLINE OF THE HIGHWAY, 22.8 FT (6.9 M) NORTH-NORTHWEST OF THE
 AH5074'NORTHWEST CORNER OF A BLOCK BUILDING, 7.2 FT (2.2 M) WEST OF A FENCE,
 AH5074'88.2 FT (26.9 M) NORTHEAST OF A METAL SIGN I-BEAM, 151.0 FT (46.0 M)
 AH5074'SOUTHEAST OF THE END OF THE NORTH DRIVEWAY CULVERT, AND 11.0 FT (3.4
 AH5074'M) SOUTHWEST OF A FENCE POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2098 ***********************************************************************
 EZ2098  DESIGNATION -  AUTREY
 EZ2098  PID         -  EZ2098
 EZ2098  STATE/COUNTY-  NC/MOORE
 EZ2098  USGS QUAD   -  VASS (1974)
 EZ2098
 EZ2098                         *CURRENT SURVEY CONTROL
 EZ2098  ___________________________________________________________________
 EZ2098* NAD 83(2001)-  35 16 47.91302(N)    079 16 19.82224(W)     ADJUSTED  
 EZ2098* NAVD 88     -        87.507  (meters)     287.10   (feet)  ADJUSTED  
 EZ2098  ___________________________________________________________________
 EZ2098  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EZ2098  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EZ2098  DYNAMIC HT  -          87.429 (meters)     286.84  (feet)  COMP
 EZ2098  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 EZ2098
 EZ2098  HORZ ORDER  -  SECOND
 EZ2098  VERT ORDER  -  FIRST     CLASS II
 EZ2098
 EZ2098.The horizontal coordinates were established by classical geodetic methods
 EZ2098.and adjusted by the National Geodetic Survey in August 2005.
 EZ2098
 EZ2098.The orthometric height was determined by differential leveling
 EZ2098.and adjusted in June 1991.
 EZ2098
 EZ2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2098
 EZ2098.The geoid height was determined by GEOID03.
 EZ2098
 EZ2098.The dynamic height is computed by dividing the NAVD 88
 EZ2098.geopotential number by the normal gravity value computed on the
 EZ2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2098.degrees latitude (g = 980.6199 gals.).
 EZ2098
 EZ2098.The modeled gravity was interpolated from observed gravity values.
 EZ2098
 EZ2098;                    North         East     Units Scale Factor Converg.
 EZ2098;SPC NC       -   169,754.108   584,843.169   MT  0.99987271   -0 09 25.5
 EZ2098;SPC NC       -   556,934.94  1,918,772.96   sFT  0.99987271   -0 09 25.5
 EZ2098;UTM  17      - 3,905,460.737   657,136.158   MT  0.99990430   +0 59 53.3
 EZ2098
 EZ2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2098!SPC NC       -   0.99999125  x   0.99987271  =   0.99986396
 EZ2098!UTM  17      -   0.99999125  x   0.99990430  =   0.99989555
 EZ2098
 EZ2098:                Primary Azimuth Mark                     Grid Az
 EZ2098:SPC NC       -  FIELD                                    181 03 47.9
 EZ2098:UTM  17      -  FIELD                                    179 54 29.1
 EZ2098
 EZ2098|---------------------------------------------------------------------|
 EZ2098| PID    Reference Object                     Distance      Geod. Az  |
 EZ2098|                                                           dddmmss.s |
 EZ2098| EZ2099 FIELD                               APPROX. 0.6 KM 1805422.4 |
 EZ2098| EZ2096 FOX                                 326.948 METERS 35831     |
 EZ2098|---------------------------------------------------------------------|
 EZ2098
 EZ2098                          SUPERSEDED SURVEY CONTROL
 EZ2098
 EZ2098  NAD 83(1986)-  35 16 47.90529(N)    079 16 19.82176(W) AD(       ) 2
 EZ2098  NAD 27      -  35 16 47.34421(N)    079 16 20.72889(W) AD(       ) 2
 EZ2098  NGVD 29 (10/06/93)   87.751  (m)          287.90   (f) ADJUSTED    1 2
 EZ2098
 EZ2098.Superseded values are not recommended for survey control.
 EZ2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2098.See file dsdata.txt to determine how the superseded data were derived.
 EZ2098
 EZ2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5713605461(NAD 83)
 EZ2098_MARKER: DE = TRAVERSE STATION DISK
 EZ2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2098_SP_SET: CONCRETE POST
 EZ2098_STAMPING: AURTEY 1972
 EZ2098_MARK LOGO: NCGS  
 EZ2098_PROJECTION: RECESSED 8 CENTIMETERS
 EZ2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2098+STABILITY: SURFACE MOTION
 EZ2098
 EZ2098  HISTORY     - Date     Condition        Report By
 EZ2098  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2098  HISTORY     - 1980     GOOD             NCGS
 EZ2098  HISTORY     - 1980     GOOD             NCGS
 EZ2098  HISTORY     - 20050404 MARK NOT FOUND   USPSQD
 EZ2098
 EZ2098                          STATION DESCRIPTION
 EZ2098
 EZ2098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2098'AUTREY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2098'VICINITY OF VASS, NORTH CAROLINA.
 EZ2098'
 EZ2098'AUTREY IS LOCATED APPROXIMATELY 1.6 MILES NNE OF VASS AND 10.0 MILES
 EZ2098'NORTHEAST OF SOUTHERN PINES.  TO REACH STATION FROM THE INTERSECTION
 EZ2098'OF US 1 AND SR 1001 IN VASS, PROCEED NORTH ALONG US 1 FOR 1.75
 EZ2098'MILES TO STATION ON RIGHT ON SHOULDER OF ROAD.  0.1 MILE NORTH OF
 EZ2098'INTERSECTION WITH SR 1826.  APPROXIMATELY 175 FEET NORTHWEST
 EZ2098'OF A ONE AND A HALF STORY BRICK DWELLING.
 EZ2098'
 EZ2098'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AUTREY
 EZ2098'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ2098'INCHES BELOW THE GROUND.
 EZ2098'
 EZ2098'MARK IS
 EZ2098'17.7 FEET E OF C/L OF US 1.
 EZ2098'25.0 FEET W OF ALUMINUM REF. TAG ON CORNER FENCE POST.
 EZ2098'46.8 FEET S OF ALUMINUM REF. TAG ON A 4X4 POST WITH TRUCKS
 EZ2098'ENTERING HIGHWAY SIGN.
 EZ2098'43.4 FEET SW OF ALUMINUM REF. TAG ON SECOND FENCE POST
 EZ2098'NORTH OF CORNER POST.
 EZ2098'127.4 FEET NW OF NW CORNER OF AUTREY RESIDENCE.
 EZ2098
 EZ2098                          STATION RECOVERY (1980)
 EZ2098
 EZ2098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2098'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 EZ2098'ALSO 32 FEET NORTH OF A 6 INCH PINE WITH REFERENCE TAG.
 EZ2098
 EZ2098                          STATION RECOVERY (1980)
 EZ2098
 EZ2098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2098'1.6 MI NNE FROM VASS.
 EZ2098'1.65 MILES NORTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1001-MAIN
 EZ2098'STREET-IN VASS, IN EAST SHOULDER OF HIGHWAY ON PROLONGATION OF A FENCE
 EZ2098'LEADING ALONG NORTH EDGE OF YARD OF A ONE AND A HALF STORY BRICK HOUSE
 EZ2098'-AUTREY RESIDENCE-AND 0.1 MILE NORTH OF INTERSECTION WITH SR 1826,
 EZ2098'17.7 FEET EAST OF CENTERLINE OF HIGHWAY, 25.0 FEET WEST OF FENCE
 EZ2098'CORNER POST WITH REFERENCE TAG, 43.4 FEET SOUTHWEST OF NEXT FENCE POST
 EZ2098'TO NORTH WITH REFERENCE TAG, 127.4 FEET NORTHWEST OF NORTHWEST CORNER
 EZ2098'OF HOUSE AND 32.1 FEET NORTH OF 6 INCH PINE WITH REFERENCE TAG.
 EZ2098'THE MARK IS 0.5 FT BELOW HIGHWAY.
 EZ2098
 EZ2098                          STATION RECOVERY (2005)
 EZ2098
 EZ2098'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2098'MARK NOT FOUND, PER OWNER OF HOME SITE. MARKER DESTROYED WHEN HE
 EZ2098'GRADED LAND FOR DRIVEWAY TO HOUSE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3514 ***********************************************************************
 FB3514  DESIGNATION -  AUTREY
 FB3514  PID         -  FB3514
 FB3514  STATE/COUNTY-  NC/SWAIN
 FB3514  USGS QUAD   -  WESSER (1984)
 FB3514
 FB3514                         *CURRENT SURVEY CONTROL
 FB3514  ___________________________________________________________________
 FB3514* NAD 83(2001)-  35 20 54.34420(N)    083 33 07.79782(W)     ADJUSTED  
 FB3514* NAVD 88     -       803.1    (meters)    2635.     (feet)  VERTCON   
 FB3514  ___________________________________________________________________
 FB3514  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FB3514  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB3514  HORZ ORDER  -  SECOND
 FB3514
 FB3514.The horizontal coordinates were established by classical geodetic methods
 FB3514.and adjusted by the National Geodetic Survey in August 2005.
 FB3514
 FB3514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3514
 FB3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3514
 FB3514.The geoid height was determined by GEOID03.
 FB3514
 FB3514;                    North         East     Units Scale Factor Converg.
 FB3514;SPC NC       -   186,798.410   196,008.657   MT  0.99987401   -2 37 38.5
 FB3514;SPC NC       -   612,854.45    643,071.74   sFT  0.99987401   -2 37 38.5
 FB3514;UTM  17      - 3,914,673.192   268,076.576   MT  1.00026292   -1 28 37.9
 FB3514
 FB3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3514!SPC NC       -   0.99987844  x   0.99987401  =   0.99975246
 FB3514!UTM  17      -   0.99987844  x   1.00026292  =   1.00014133
 FB3514
 FB3514                          SUPERSEDED SURVEY CONTROL
 FB3514
 FB3514  NAD 83(1995)-  35 20 54.34372(N)    083 33 07.79715(W) AD(       ) 2
 FB3514  NAD 83(1986)-  35 20 54.33605(N)    083 33 07.79773(W) AD(       ) 2
 FB3514  NGVD 29 (09/18/91)  803.1    (m)         2635.     (f) VERT ANG    3  
 FB3514
 FB3514.Superseded values are not recommended for survey control.
 FB3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3514.See file dsdata.txt to determine how the superseded data were derived.
 FB3514
 FB3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV6807714673(NAD 83)
 FB3514_MARKER: DE = TRAVERSE STATION DISK
 FB3514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3514_SP_SET: CONCRETE POST
 FB3514_STAMPING: AUTREY 1980
 FB3514_MARK LOGO: NCGS  
 FB3514_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3514+STABILITY: SURFACE MOTION
 FB3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3514+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1989
 FB3514
 FB3514  HISTORY     - Date     Condition        Report By
 FB3514  HISTORY     - 1980     MONUMENTED       NCGS
 FB3514  HISTORY     - 1980     GOOD             NCGS
 FB3514  HISTORY     - 19890726 GOOD             NCGS
 FB3514
 FB3514                          STATION DESCRIPTION
 FB3514
 FB3514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3514'STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH-SOUTHEAST OF ALMOND
 FB3514'AND 8.3 MILES SOUTHWEST OF BRYSON CITY IN KEN MAR DEVELOPMENT.
 FB3514'
 FB3514'TO REACH THE STATION FROM THE US 19-NC 28 BRIDGE OVER THE LITTLE
 FB3514'TENNESSEE RIVER, 5.6 MILES SOUTHWEST OF BRYSON CITY, PROCEED
 FB3514'SOUTHWEST ALONG US 19-NC 28 FOR 2.1 MILES TO SR 1113 (SILES BRANCH)
 FB3514'ON LEFT, THENCE SOUTH ALONG SR 1113 FOR 1.8 MILES TO (PAINTER
 FB3514'BRANCH) SR 1115 ON RIGHT, THENCE WEST ALONG SR 1115 FOR 0.5 MILE
 FB3514'TO FORK, CONTINUING (LEFT) ON SR 1115 FOR 0.8 MILE TO END OF STATE
 FB3514'MAINTAINENCE, CONTINUE NORTH ALONG PRIVATE PAVED ROAD (RALPH
 FB3514'BREEDLOVE) ROAD FOR 0.35 MILE TO STEEP ROAD ON RIGHT, THENCE
 FB3514'NORTH ALONG STEEP ROAD FOR 0.1 MILE TO AUTREY DRIVE ON LEFT AND
 FB3514'STATION AT NORTHWEST CORNER OF AUTREY HOUSE.
 FB3514'
 FB3514'STATION MARK IS A STANDARD DISK STAMPED---AUTREY 1980---SET IN TOP OF
 FB3514'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS 7.4
 FB3514'FEET WEST OF NORTHWEST CORNER OF ONE STORY FRAME HOUSE, 14.7 FEET
 FB3514'NORTH OF SOUTHWEST CORNER OF ONE STORY FRAME HOUSE, 2.6 FEET
 FB3514'SOUTH OF SOUTHWEST CORNER OF SLATE STEP, 6.9 FEET WEST-NORTHWEST OF
 FB3514'LOCUST BELL POST AND 29.8 FEET EAST OF EAST END OF POST OF SPLIT RAIL
 FB3514'FENCE.
 FB3514
 FB3514                          STATION RECOVERY (1980)
 FB3514
 FB3514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FB3514'RECOVERED IN GOOD CONDITION.
 FB3514
 FB3514                          STATION RECOVERY (1989)
 FB3514
 FB3514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB3514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4956 ***********************************************************************
 EZ4956  DESIGNATION -  AUTRY
 EZ4956  PID         -  EZ4956
 EZ4956  STATE/COUNTY-  NC/HARNETT
 EZ4956  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4956
 EZ4956                         *CURRENT SURVEY CONTROL
 EZ4956  ___________________________________________________________________
 EZ4956* NAD 83(2001)-  35 21 43.53966(N)    078 48 07.84946(W)     ADJUSTED  
 EZ4956* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 EZ4956  ___________________________________________________________________
 EZ4956  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 EZ4956  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 EZ4956  HORZ ORDER  -  SECOND
 EZ4956
 EZ4956.The horizontal coordinates were established by classical geodetic methods
 EZ4956.and adjusted by the National Geodetic Survey in August 2005.
 EZ4956
 EZ4956.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4956
 EZ4956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4956
 EZ4956.The geoid height was determined by GEOID03.
 EZ4956
 EZ4956;                    North         East     Units Scale Factor Converg.
 EZ4956;SPC NC       -   178,847.684   627,577.627   MT  0.99987444   +0 06 51.0
 EZ4956;SPC NC       -   586,769.44  2,058,977.60   sFT  0.99987444   +0 06 51.0
 EZ4956;UTM  17      - 3,915,416.285   699,683.486   MT  1.00009141   +1 16 20.6
 EZ4956
 EZ4956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4956!SPC NC       -   0.99999680  x   0.99987444  =   0.99987124
 EZ4956!UTM  17      -   0.99999680  x   1.00009141  =   1.00008821
 EZ4956
 EZ4956:                Primary Azimuth Mark                     Grid Az
 EZ4956:SPC NC       -  FIRE                                     150 28 01.2
 EZ4956:UTM  17      -  FIRE                                     149 18 31.6
 EZ4956
 EZ4956|---------------------------------------------------------------------|
 EZ4956| PID    Reference Object                     Distance      Geod. Az  |
 EZ4956|                                                           dddmmss.s |
 EZ4956| EZ4957 FIRE                                APPROX. 0.5 KM 1503452.2 |
 EZ4956|---------------------------------------------------------------------|
 EZ4956
 EZ4956                          SUPERSEDED SURVEY CONTROL
 EZ4956
 EZ4956  NAD 83(1986)-  35 21 43.54522(N)    078 48 07.85622(W) AD(       ) 2
 EZ4956  NAD 27      -  35 21 42.96957(N)    078 48 08.76951(W) AD(       ) 2
 EZ4956  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) VERT ANG    3  
 EZ4956
 EZ4956.Superseded values are not recommended for survey control.
 EZ4956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4956.See file dsdata.txt to determine how the superseded data were derived.
 EZ4956
 EZ4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9968315416(NAD 83)
 EZ4956_MARKER: DE = TRAVERSE STATION DISK
 EZ4956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4956_STAMPING: AUTRY 1972
 EZ4956_MARK LOGO: NCGS  
 EZ4956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4956+STABILITY: SURFACE MOTION
 EZ4956
 EZ4956  HISTORY     - Date     Condition        Report By
 EZ4956  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4956  HISTORY     - 1987     GOOD             USPSQD
 EZ4956  HISTORY     - 19970305 GOOD             USPSQD
 EZ4956
 EZ4956                          STATION DESCRIPTION
 EZ4956
 EZ4956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4956'AUTRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4956'VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ4956'
 EZ4956'AUTRY IS LOCATED APPROXIMATELY 2.7 MILES SSE OF LILLINGTON AND
 EZ4956'3.8 MILES NNW OF BUNNLEVEL.  TO REACH STATION FROM THE INTERSECTION
 EZ4956'OF US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHEAST ALONG US
 EZ4956'401 FOR 2.35 MILES TO STATION ON LEFT, 0.55 MILE NORTHWEST OF
 EZ4956'INTERSECTION OF SR 2034 AND 1.05 MILE SOUTHEAST OF INTERSECTION OF SR
 EZ4956'2035 WITH US 401, IN A VACANT LOT BETWEEN TWO HOMES, ACROSS US
 EZ4956'401 FROM A LANE LEADING NNW AND SOUTHEAST OF AUTRYS UPHOLSTERY
 EZ4956'SHOP.
 EZ4956'
 EZ4956'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4956'AUTRY 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4956'IS FLUSH WITH THE GROUND.
 EZ4956'
 EZ4956'MARK IS--45.9 FEET NE OF C/L OF US 401.
 EZ4956'4.0 FEET SW OF TP NO. 41 WITH ALUMINUM REF. TAG.
 EZ4956'45.3 FEET WNW OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4956'98.1 FEET NW OF NW END OF N CULVERT UNDER DRIVEWAY.
 EZ4956'127.3 FEET W OF C/L OF WELL.
 EZ4956
 EZ4956                          STATION RECOVERY (1987)
 EZ4956
 EZ4956'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4956'RECOVERED IN GOOD CONDITION.
 EZ4956
 EZ4956                          STATION RECOVERY (1997)
 EZ4956
 EZ4956'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4154 ***********************************************************************
 FY4154  DESIGNATION -  AUTRY
 FY4154  PID         -  FY4154
 FY4154  STATE/COUNTY-  NC/ROCKINGHAM
 FY4154  USGS QUAD   -  REIDSVILLE (1994)
 FY4154
 FY4154                         *CURRENT SURVEY CONTROL
 FY4154  ___________________________________________________________________
 FY4154* NAD 83(2001)-  36 21 47.49595(N)    079 38 19.90770(W)     ADJUSTED  
 FY4154* NAVD 88     -       221.7    (meters)     727.     (feet)  VERTCON   
 FY4154  ___________________________________________________________________
 FY4154  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FY4154  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 FY4154  HORZ ORDER  -  SECOND
 FY4154
 FY4154.The horizontal coordinates were established by classical geodetic methods
 FY4154.and adjusted by the National Geodetic Survey in August 2005.
 FY4154
 FY4154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4154
 FY4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4154
 FY4154.The geoid height was determined by GEOID03.
 FY4154
 FY4154;                    North         East     Units Scale Factor Converg.
 FY4154;SPC NC       -   290,086.253   552,261.145   MT  1.00006078   -0 22 07.4
 FY4154;SPC NC       -   951,724.65  1,811,876.77   sFT  1.00006078   -0 22 07.4
 FY4154;UTM  17      - 4,025,093.220   622,114.492   MT  0.99978373   +0 48 25.6
 FY4154
 FY4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4154!SPC NC       -   0.99997020  x   1.00006078  =   1.00003098
 FY4154!UTM  17      -   0.99997020  x   0.99978373  =   0.99975394
 FY4154
 FY4154                          SUPERSEDED SURVEY CONTROL
 FY4154
 FY4154  NAD 83(1993)-  36 21 47.49875(N)    079 38 19.91094(W) AD(       ) 2
 FY4154  NAD 83(1986)-  36 21 47.50170(N)    079 38 19.91488(W) AD(       ) 2
 FY4154  NGVD 29 (01/17/91)  221.9    (m)          728.     (f) VERT ANG    3  
 FY4154
 FY4154.Superseded values are not recommended for survey control.
 FY4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4154.See file dsdata.txt to determine how the superseded data were derived.
 FY4154
 FY4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2211425093(NAD 83)
 FY4154_MARKER: DE = TRAVERSE STATION DISK
 FY4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4154+STABILITY: SURFACE MOTION
 FY4154
 FY4154  HISTORY     - Date     Condition        Report By
 FY4154  HISTORY     - 1978     MONUMENTED       NCGS
 FY4154  HISTORY     - 1988     GOOD             USPSQD
 FY4154  HISTORY     - 19960912 MARK NOT FOUND   USPSQD
 FY4154  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 FY4154
 FY4154                          STATION DESCRIPTION
 FY4154
 FY4154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4154'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES EAST OF REIDSVILLE.
 FY4154'
 FY4154'TO REACH THE STATION FROM THE US 158 OVERPASS OF US 29 BYPASS, EAST OF
 FY4154'REIDSVILLE, PROCEED NORTHWESTERLY ALONG US 158 AND NC 14 FOR 0.65
 FY4154'MILE TO STATION ON LEFT, ON SOUTHEAST SLOPE OF A 25 FOOT CUT AND
 FY4154'0.5 MILE SOUTHEAST OF INTERSECTION WITH MOREHEAD STREET EXTENSION.
 FY4154'
 FY4154'STATION MARK IS A STANDARD DISK STAMPED---AUTRY 1978---, SET IN THE
 FY4154'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND
 FY4154'SURFACE.  THE MARK IS 72.9 (SLOPE) FEET SOUTHWEST OF THE CENTERLINE OF
 FY4154'NC 14, 5.4 FEET SOUTHEAST OF A METAL WITNESS POST WITH REFERENCE TAG,
 FY4154'18.2 FEET NORTH-NORTHWEST OF A 12 INCH BEECH WITH REFERENCE TAG,
 FY4154'28.9 FEET NORTHEAST OF A 10 INCH HICKORY WITH REFERENCE TAG AND
 FY4154'37.3 FEET EAST-NORTHEAST OF A 10 INCH SCARLET OAK WITH REFERENCE TAG.
 FY4154
 FY4154                          STATION RECOVERY (1988)
 FY4154
 FY4154'RECOVERY NOTE BY US POWER SQUADRON 1988 (WBW)
 FY4154'RECOVERED IN GOOD CONDITION.
 FY4154
 FY4154                          STATION RECOVERY (1996)
 FY4154
 FY4154'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY4154'MARK NOT FOUND.
 FY4154
 FY4154                          STATION RECOVERY (2004)
 FY4154
 FY4154'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4154'ROAD HAS BEEN WIDENED TO 5 LANES
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1401 ***********************************************************************
 EB1401  DESIGNATION -  AUTRYVILLE
 EB1401  PID         -  EB1401
 EB1401  STATE/COUNTY-  NC/SAMPSON
 EB1401  USGS QUAD   -  ROSEBORO (1987)
 EB1401
 EB1401                         *CURRENT SURVEY CONTROL
 EB1401  ___________________________________________________________________
 EB1401* NAD 83(2001)-  34 59 27.11043(N)    078 37 21.83971(W)     ADJUSTED  
 EB1401* NAVD 88     -        44.950  (meters)     147.47   (feet)  ADJUSTED  
 EB1401  ___________________________________________________________________
 EB1401  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EB1401  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 EB1401  DYNAMIC HT  -          44.909 (meters)     147.34  (feet)  COMP
 EB1401  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 EB1401
 EB1401  HORZ ORDER  -  SECOND
 EB1401  VERT ORDER  -  FIRST     CLASS II
 EB1401
 EB1401.The horizontal coordinates were established by classical geodetic methods
 EB1401.and adjusted by the National Geodetic Survey in August 2005.
 EB1401
 EB1401.The orthometric height was determined by differential leveling
 EB1401.and adjusted in June 1991.
 EB1401
 EB1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1401
 EB1401.The geoid height was determined by GEOID03.
 EB1401
 EB1401.The dynamic height is computed by dividing the NAVD 88
 EB1401.geopotential number by the normal gravity value computed on the
 EB1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1401.degrees latitude (g = 980.6199 gals.).
 EB1401
 EB1401.The modeled gravity was interpolated from observed gravity values.
 EB1401
 EB1401;                    North         East     Units Scale Factor Converg.
 EB1401;SPC NC       -   137,714.647   644,040.922   MT  0.99988290   +0 13 03.9
 EB1401;SPC NC       -   451,818.80  2,112,990.92   sFT  0.99988290   +0 13 03.9
 EB1401;UTM  17      - 3,874,612.029   716,975.121   MT  1.00018026   +1 21 49.6
 EB1401
 EB1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1401!SPC NC       -   0.99999830  x   0.99988290  =   0.99988120
 EB1401!UTM  17      -   0.99999830  x   1.00018026  =   1.00017856
 EB1401
 EB1401:                Primary Azimuth Mark                     Grid Az
 EB1401:SPC NC       -  TEE                                      109 40 09.2
 EB1401:UTM  17      -  TEE                                      108 31 23.5
 EB1401
 EB1401|---------------------------------------------------------------------|
 EB1401| PID    Reference Object                     Distance      Geod. Az  |
 EB1401|                                                           dddmmss.s |
 EB1401| EB1403 TEE                                 APPROX. 1.7 KM 1095313.1 |
 EB1401|---------------------------------------------------------------------|
 EB1401
 EB1401                          SUPERSEDED SURVEY CONTROL
 EB1401
 EB1401  NAD 83(1986)-  34 59 27.11469(N)    078 37 21.84946(W) AD(       ) 2
 EB1401  NAD 27      -  34 59 26.51419(N)    078 37 22.80575(W) AD(       ) 2
 EB1401  NGVD 29 (10/06/93)   45.230  (m)          148.39   (f) ADJUSTED    1 2
 EB1401
 EB1401.Superseded values are not recommended for survey control.
 EB1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1401.See file dsdata.txt to determine how the superseded data were derived.
 EB1401
 EB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1697574612(NAD 83)
 EB1401_MARKER: DE = TRAVERSE STATION DISK
 EB1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1401_SP_SET: CONCRETE POST
 EB1401_STAMPING: AUTRYVILLE 1973
 EB1401_PROJECTION: RECESSED 8 CENTIMETERS
 EB1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1401+STABILITY: SURFACE MOTION
 EB1401
 EB1401  HISTORY     - Date     Condition        Report By
 EB1401  HISTORY     - 1973     MONUMENTED       NCGS
 EB1401  HISTORY     - 1980     GOOD             NCGS
 EB1401  HISTORY     - 1980     GOOD             NCGS
 EB1401
 EB1401                          STATION DESCRIPTION
 EB1401
 EB1401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1401'AUTRYVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB1401'IN THE VICINITY OF AUTRYVILLE, NORTH CAROLINA.
 EB1401'
 EB1401'AUTRYVILLE IS LOCATED APPROXIMATELY 1.1 MILES ESE OF AUTRYVILLE,
 EB1401'AND 7.0 MILES WNW OF ROSEBORO.  TO REACH STATION FROM THE
 EB1401'INTERSECTION OF NC 24 AND SR 1414 IN AUTRYVILLE, PROCEED ESE ALONG NC
 EB1401'24 FOR 1.2 MILES TO SR 1256 AND STATION APPROXIMATELY 100 FEET SW
 EB1401'OF THE INTERSECTION IN THE NW QUADRANT OF INTERSECTION OF SR
 EB1401'1256 AND SCL R/R.
 EB1401'
 EB1401'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB1401'AUTRYVILLE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB1401'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB1401'
 EB1401'MARK IS
 EB1401'
 EB1401'19.8 FEET W OF C/L OF SR 1256.
 EB1401'13.7 FEET NNE OF N RAIL OF TRACKS.
 EB1401'60.3 FEET NNW OF MILEPOST 225 W/ALUMINUM REF. TAG.
 EB1401'84.4 FEET NNE OF TP NO. 512 W/ALUMINUM REF. TAG.
 EB1401
 EB1401                          STATION RECOVERY (1980)
 EB1401
 EB1401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EB1401'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 EB1401'EXCEPT FOR THE FOLLOWING CORRECTIONS.  THE MARK IS 3.7 FEET NORTH OF
 EB1401'NORTH RAIL, 18.7 FEET WEST OF CENTERLINE OF SR 1256, 81.6 FEET SOUTH
 EB1401'OF CENTERLINE OF NC 24, 14.4 FEET SOUTH OF A CORNER FENCE POST WITH
 EB1401'REFERENCE TAG, 25.4 FEET NORTHEAST OF GATE POST WITH REFERENCE TAG.
 EB1401'AND 83.6 FEET NORTH OF THE LARGER OF TWO TELEPHONE PEDESTALS.
 EB1401
 EB1401                          STATION RECOVERY (1980)
 EB1401
 EB1401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1401'1.2 MI ESE FROM AUTRYVILLE.
 EB1401'1.2 MILES EAST ALONG N.C. 24 FROM SR 1414-GRAY STREET-AT THE POST
 EB1401'OFFICE IN AUTRYVILLE, AT THE SEABOARD COAST LINE RAILROAD CROSSING OF
 EB1401'SR 1256, 81.6 FEET SOUTH-SOUTHWEST OF CENTERLINE OF N.C. 24, 18.7 FEET
 EB1401'WEST OF ROAD, 3.5 FEET NORTH OF NORTH RAIL, 14.4 FEET SOUTH OF A
 EB1401'CORNER FENCE POST WITH REFERENCE TAG, 60.6 FEET NORTHWEST OF MILEPOST
 EB1401'225, 25.4 FEET NORTHEAST OF A PASTURE GATE POST WITH REFERENCE
 EB1401'TAG AND 83.6 FEET NORTH OF LARGER OF TWO TELEPHONE PEDESTALS.
 EB1401'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2430 ***********************************************************************
 DD2430  DESIGNATION -  AUX 1923
 DD2430  PID         -  DD2430
 DD2430  STATE/COUNTY-  NC/BRUNSWICK
 DD2430  USGS QUAD   -  SOUTHPORT (1990)
 DD2430
 DD2430                         *CURRENT SURVEY CONTROL
 DD2430  ___________________________________________________________________
 DD2430* NAD 83(2001)-  33 55 02.44721(N)    078 01 03.03460(W)     ADJUSTED  
 DD2430* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 DD2430  ___________________________________________________________________
 DD2430  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 DD2430  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 DD2430  HORZ ORDER  -  THIRD
 DD2430
 DD2430.The horizontal coordinates were established by classical geodetic methods
 DD2430.and adjusted by the National Geodetic Survey in August 2005.
 DD2430
 DD2430.The orthometric height was scaled from a topographic map.
 DD2430
 DD2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2430
 DD2430.The geoid height was determined by GEOID03.
 DD2430
 DD2430;                    North         East     Units Scale Factor Converg.
 DD2430;SPC NC       -    19,014.896   700,467.540   MT  1.00014112   +0 34 01.4
 DD2430;SPC NC       -    62,384.70  2,298,117.25   sFT  1.00014112   +0 34 01.4
 DD2430;UTM  17      - 3,756,998.339   775,740.345   MT  1.00053740   +1 39 55.0
 DD2430;UTM  18      - 3,757,093.052   221,020.890   MT  1.00055956   -1 41 05.4
 DD2430
 DD2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2430!SPC NC       -   1.00000558  x   1.00014112  =   1.00014670
 DD2430!UTM  17      -   1.00000558  x   1.00053740  =   1.00054298
 DD2430!UTM  18      -   1.00000558  x   1.00055956  =   1.00056514
 DD2430
 DD2430                          SUPERSEDED SURVEY CONTROL
 DD2430
 DD2430  NAD 83(1986)-  33 55 02.45820(N)    078 01 03.04456(W) AD(       ) 3
 DD2430  NAD 27      -  33 55 01.82900(N)    078 01 04.08000(W) AD(       ) 3
 DD2430
 DD2430.Superseded values are not recommended for survey control.
 DD2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2430.See file dsdata.txt to determine how the superseded data were derived.
 DD2430
 DD2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7574056998(NAD 83)
 DD2430_MARKER: Z = SEE DESCRIPTION
 DD2430_SETTING: 0 = UNSPECIFIED SETTING
 DD2430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2430
 DD2430  HISTORY     - Date     Condition        Report By
 DD2430  HISTORY     - 1923     MONUMENTED       CGS
 DD2430  HISTORY     - 1942     GOOD             CGS
 DD2430
 DD2430                          STATION DESCRIPTION
 DD2430
 DD2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (HO)
 DD2430'STATION IS ON CAPE FEAR RIVER, ABOUT 3-1/2 MILES ABOVE THE
 DD2430'MOUTH, ON THE RIVERBANK IN FRONT OF THE OLD GARRISON WELL KNOWN
 DD2430'IN SOUTHPORT, MIDWAY BETWEEN TWO GROUPS OF WHARVES, 3/8 MILE
 DD2430'APART, OF WHICH THE LOWER GROUP IS USED BY SMALL BOATS, CALLING
 DD2430'AT SOUTHPORT AND THE UPPER GROUP IS USED BY SHIPS WHEN COALING
 DD2430'THE SHIPPING OIL, 300 YARDS N ALONG THE WATER FRONT FROM HOWE
 DD2430'STREET.  THIS STATION IS IDENTICAL WITH THE U.S. ENGINEERS
 DD2430'AZIMUTH STATION AT THE GARRISON AND CONSISTS OF A PLATFORM ON
 DD2430'FOUR POSTS BUILT OF CONCRETE WITH A PIPE, 10 INCHES IN
 DD2430'DIAMETER, EXTENDING 5 FEET ABOVE THE PLATFORM.  THE SIGNAL WAS
 DD2430'CENTERED OVER THE TOP OF THIS PIPE BUT THE STATION WAS NOT
 DD2430'MARKED.  THERE ARE NO REFERENCE MARKS.
 DD2430
 DD2430                          STATION RECOVERY (1942)
 DD2430
 DD2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2430'STATION RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE, CORRECT,
 DD2430'AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8568 ***********************************************************************
 DF8568  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8568  DESIGNATION -  AVALON
 DF8568  PID         -  DF8568
 DF8568  STATE/COUNTY-  NC/WATAUGA
 DF8568  USGS QUAD   -  DEEP GAP (1998)
 DF8568
 DF8568                         *CURRENT SURVEY CONTROL
 DF8568  ___________________________________________________________________
 DF8568* NAD 83(2007)-  36 10 46.98672(N)    081 30 37.91462(W)     ADJUSTED  
 DF8568* NAVD 88     -       462.43   (meters)    1517.2    (feet)  GPS OBS   
 DF8568  ___________________________________________________________________
 DF8568  EPOCH DATE  -        2002.00
 DF8568  X           -     760,961.222 (meters)                     COMP
 DF8568  Y           -  -5,098,120.669 (meters)                     COMP
 DF8568  Z           -   3,744,560.550 (meters)                     COMP
 DF8568  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 DF8568  ELLIP HEIGHT-         430.477 (meters)          (02/10/07) ADJUSTED
 DF8568  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DF8568
 DF8568  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8568  Type    PID    Designation                      North   East  Ellip
 DF8568  -------------------------------------------------------------------
 DF8568  NETWORK DF8568 AVALON                            0.78   0.67   1.47
 DF8568  -------------------------------------------------------------------
 DF8568
 DF8568.The horizontal coordinates were established by GPS observations
 DF8568.and adjusted by the National Geodetic Survey in February 2007.
 DF8568
 DF8568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8568.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8568.The horizontal coordinates are valid at the epoch date displayed above.
 DF8568.The epoch date for horizontal control is a decimal equivalence
 DF8568.of Year/Month/Day.
 DF8568
 DF8568.The orthometric height was determined by GPS observations and a
 DF8568.high-resolution geoid model.
 DF8568.The orthometric height was determined by GPS observations and a
 DF8568.high-resolution geoid model using precise GPS observation and
 DF8568.processing techniques.
 DF8568
 DF8568.Photographs are available for this station.
 DF8568
 DF8568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8568
 DF8568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8568
 DF8568.The ellipsoidal height was determined by GPS observations
 DF8568.and is referenced to NAD 83.
 DF8568
 DF8568.The geoid height was determined by GEOID03.
 DF8568
 DF8568;                    North         East     Units Scale Factor Converg.
 DF8568;SPC NC       -   272,397.646   383,780.362   MT  1.00000367   -1 26 56.4
 DF8568;SPC NC       -   893,691.28  1,259,119.40   sFT  1.00000367   -1 26 56.4
 DF8568;UTM  17      - 4,004,002.907   454,091.420   MT  0.99962597   -0 18 05.0
 DF8568
 DF8568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8568!SPC NC       -   0.99993244  x   1.00000367  =   0.99993611
 DF8568!UTM  17      -   0.99993244  x   0.99962597  =   0.99955844
 DF8568
 DF8568                          SUPERSEDED SURVEY CONTROL
 DF8568
 DF8568  NAD 83(1986)-  36 10 46.99769(N)    081 30 37.92124(W) AD(       ) 1
 DF8568  NAD 83(2001)-  36 10 46.98708(N)    081 30 37.91477(W) AD(       ) 1
 DF8568  ELLIP H (10/17/03)  430.474  (m)                       GP(       ) 4 2
 DF8568
 DF8568.Superseded values are not recommended for survey control.
 DF8568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8568.See file dsdata.txt to determine how the superseded data were derived.
 DF8568
 DF8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5409104003(NAD 83)
 DF8568_MARKER: DD = SURVEY DISK
 DF8568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8568_STAMPING: AVALON 2003
 DF8568_MARK LOGO: NGS   
 DF8568_PROJECTION: FLUSH
 DF8568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8568+STABILITY: SURFACE MOTION
 DF8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8568+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 DF8568
 DF8568  HISTORY     - Date     Condition        Report By
 DF8568  HISTORY     - 20021120 MONUMENTED       GEOMET
 DF8568
 DF8568                          STATION DESCRIPTION
 DF8568
 DF8568'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 DF8568'THE STATION IS LOCATED IN SOUTHEASTERN WATAUGA COUNTY, NORTH
 DF8568'CAROLINA, ABOUT 16.1 KM (10 MILES) SOUTHEAST OF BOONE, 16.1 KM (10
 DF8568'MILES) NORTHEAST OF BLOWING ROCK, AND 6.4 KM (4 MILES) SOUTH OF DEEP
 DF8568'GAP.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 DF8568'421-221 AND NC STATE HIGHWAY 194 EASTERN OF BOONE, GO EASTERLY ON US
 DF8568'HIGHWAYS 421-221 FOR 7.7 KM (4.8 MILES) TO AN INTERSECTION.  TURN
 DF8568'RIGHT AND GO SOUTHEASTERLY ON STATE ROUTE 1508 (ELK CREEK ROAD) FOR
 DF8568'9.3 KM (5.8 MILES) ITS THE INTERSECTION WITH POWDER HORN MOUNTAIN
 DF8568'ROAD.  CONTINUE SOUTHEASTERLY ON STATE ROUTE 1508 FOR 1.4 KM (0.9
 DF8568'MILE) TO ITS INTERSECTION WITH AVALON WAY AND THE STATION ON THE LEFT
 DF8568'NEAR THE INTERSECTION WITH AVALON WAY (TO BRIGHTWOOD III SUBDIVISION)
 DF8568'ON THE RIGHT.  THE STATION IS 45.6 METERS (149.5 FEET) SOUTHWEST
 DF8568'(MAGNETIC BEARING OF 190 DEGREES) FROM A UTILITY POLE NUMBERED 98
 DF8568'WITH AN NCGS REFERENCE TAG, 19.1 METERS (62.5 FEET) NORTHEAST
 DF8568'(MAGNETIC BEARING OF 40 DEGREES) FROM THE CENTERLINE OF AVALON WAY,
 DF8568'18.4 METERS (60.5 FEET) NORTHEAST (MAGNETIC BEARING OF 75 DEGREES)
 DF8568'FROM A MAILBOX POST NUMBERED 1356, 17.1 METERS (56.2 FEET) NORTHEAST
 DF8568'(MAGNETIC BEARING OF 15 DEGREES) FROM AN AVALON WAY SIGN POST, 5.1
 DF8568'METERS (16.7 FEET) EAST FROM THE CENTERLINE OF STATE ROUTE 1508 (ELK
 DF8568'CREEK ROAD), AND 0.3 METER (1.0 FOOT) WEST (MAGNETIC BEARING OF 270
 DF8568'DEGREES) FROM AN NGS WITNESS POST. THE STATION IS A STANDARD NGS
 DF8568'BRASS DISK SET INTO A 12 INCH DIAMETER CONCRETE MONUMENT 36 INCHES
 DF8568'DEEP.  IT IS FLUSH WITH THE GROUND SURFACE AND STAMPED AVALON 2003.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3080 ***********************************************************************
 EY3080  DESIGNATION -  AVANT
 EY3080  PID         -  EY3080
 EY3080  STATE/COUNTY-  NC/EDGECOMBE
 EY3080  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3080
 EY3080                         *CURRENT SURVEY CONTROL
 EY3080  ___________________________________________________________________
 EY3080* NAD 83(2001)-  35 53 59.17780(N)    077 48 31.51590(W)     ADJUSTED  
 EY3080* NAVD 88     -        40.6    (meters)     133.     (feet)  VERTCON   
 EY3080  ___________________________________________________________________
 EY3080  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EY3080  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY3080  HORZ ORDER  -  SECOND
 EY3080
 EY3080.The horizontal coordinates were established by classical geodetic methods
 EY3080.and adjusted by the National Geodetic Survey in August 2005.
 EY3080
 EY3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3080
 EY3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3080
 EY3080.The geoid height was determined by GEOID03.
 EY3080
 EY3080;                    North         East     Units Scale Factor Converg.
 EY3080;SPC NC       -   239,125.366   717,134.643   MT  0.99993643   +0 41 15.2
 EY3080;SPC NC       -   784,530.47  2,352,799.24   sFT  0.99993643   +0 41 15.2
 EY3080;UTM  18      - 3,976,476.859   246,501.726   MT  1.00039191   -1 38 52.2
 EY3080
 EY3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3080!SPC NC       -   0.99999912  x   0.99993643  =   0.99993555
 EY3080!UTM  18      -   0.99999912  x   1.00039191  =   1.00039103
 EY3080
 EY3080:                Primary Azimuth Mark                     Grid Az
 EY3080:SPC NC       -  THORNE                                   055 17 36.4
 EY3080:UTM  18      -  THORNE                                   057 37 43.8
 EY3080
 EY3080|---------------------------------------------------------------------|
 EY3080| PID    Reference Object                     Distance      Geod. Az  |
 EY3080|                                                           dddmmss.s |
 EY3080| EY3116 THORNE                              APPROX. 1.3 KM 0555851.6 |
 EY3080|---------------------------------------------------------------------|
 EY3080
 EY3080                          SUPERSEDED SURVEY CONTROL
 EY3080
 EY3080  NAD 83(1986)-  35 53 59.18631(N)    077 48 31.52425(W) AD(       ) 2
 EY3080  NAD 27      -  35 53 58.62581(N)    077 48 32.59565(W) AD(       ) 2
 EY3080  NGVD 29 (07/19/86)   40.9    (m)          134.     (f) VERT ANG    3  
 EY3080
 EY3080.Superseded values are not recommended for survey control.
 EY3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3080.See file dsdata.txt to determine how the superseded data were derived.
 EY3080
 EY3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4650276477(NAD 83)
 EY3080_MARKER: DE = TRAVERSE STATION DISK
 EY3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3080_STAMPING: AVANT 1963
 EY3080_MARK LOGO: NCGS  
 EY3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3080+STABILITY: SURFACE MOTION
 EY3080
 EY3080  HISTORY     - Date     Condition        Report By
 EY3080  HISTORY     - 1963     MONUMENTED       NCGS
 EY3080
 EY3080                          STATION DESCRIPTION
 EY3080
 EY3080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3080'AVANT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3080'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3080'
 EY3080'AVANT IS 3.1 MILES SSW OF THE CENTER OF ROCKY MOUNT, LOCATED 0.5
 EY3080'MILES SOUTH ALONG SR 1152 FROM SR 1154, 1.2 MILES NORTH OF
 EY3080'SR 1144 AND APPROXIMATELY 50 FT E OF TOBACCO BARN, ON THE SHOULDER
 EY3080'OF SR 1152.
 EY3080'
 EY3080'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY3080'AVANT 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3080'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY3080'
 EY3080'MARK IS
 EY3080'
 EY3080'12.5 FT E OF C/L OF SR 1152
 EY3080'
 EY3080'47.3 FT E OF 3 LEAD NAILS IN NE CORNER OF TOBACCO BARN ON W
 EY3080'SIDE OF SR 1152
 EY3080'
 EY3080'150.2 FT S OF 3 LEAD NAILS IN PP 44
 EY3080'
 EY3080'121.4 FT N OF 3 LEAD NAILS IN PP 45
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8261 ***********************************************************************
 AF8261  DESIGNATION -  AVANTI
 AF8261  PID         -  AF8261
 AF8261  STATE/COUNTY-  NC/MCDOWELL
 AF8261  USGS QUAD   -  DYSARTSVILLE (1993)
 AF8261
 AF8261                         *CURRENT SURVEY CONTROL
 AF8261  ___________________________________________________________________
 AF8261* NAD 83(2001)-  35 34 09.62420(N)    081 50 59.47974(W)     ADJUSTED  
 AF8261* NAVD 88     -       316.6    (meters)    1039.     (feet)  VERT ANG  
 AF8261  ___________________________________________________________________
 AF8261  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AF8261  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AF8261  HORZ ORDER  -  SECOND
 AF8261
 AF8261.The horizontal coordinates were established by classical geodetic methods
 AF8261.and adjusted by the National Geodetic Survey in August 2005.
 AF8261
 AF8261.The orthometric height was determined by vertical angle observations.
 AF8261
 AF8261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8261
 AF8261.The geoid height was determined by GEOID03.
 AF8261
 AF8261;                    North         East     Units Scale Factor Converg.
 AF8261;SPC NC       -   205,528.345   351,322.406   MT  0.99988790   -1 38 41.5
 AF8261;SPC NC       -   674,304.25  1,152,630.26   sFT  0.99988790   -1 38 41.5
 AF8261;UTM  17      - 3,936,515.926   422,989.346   MT  0.99967308   -0 29 39.7
 AF8261
 AF8261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8261!SPC NC       -   0.99995532  x   0.99988790  =   0.99984322
 AF8261!UTM  17      -   0.99995532  x   0.99967308  =   0.99962841
 AF8261
 AF8261                          SUPERSEDED SURVEY CONTROL
 AF8261
 AF8261  NAD 83(1986)-  35 34 09.63473(N)    081 50 59.48059(W) AD(       ) 2
 AF8261
 AF8261.Superseded values are not recommended for survey control.
 AF8261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8261.See file dsdata.txt to determine how the superseded data were derived.
 AF8261
 AF8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2298936516(NAD 83)
 AF8261_MARKER: DE = TRAVERSE STATION DISK
 AF8261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8261_STAMPING: AVANTI 1983
 AF8261_MARK LOGO: NCGS  
 AF8261_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8261+STABILITY: SURFACE MOTION
 AF8261
 AF8261  HISTORY     - Date     Condition        Report By
 AF8261  HISTORY     - 1983     MONUMENTED       NCGS
 AF8261
 AF8261                          STATION DESCRIPTION
 AF8261
 AF8261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8261'STATION IS LOCATED ABOUT 3.8 KM (2.35 MI)  SOUTHEAST OF DYSARTSVILLE,
 AF8261'AND 19.3 KM (12.00 MI)  SOUTHEAST OF MARION. ALONG US 64 FOR 0.6 KM
 AF8261'(0.35 MI)  SOUTHWEST OF THE NC 226 OVERPASS NEAR DYSARTSVILLE, IN WEST
 AF8261'SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH US 64.
 AF8261'LOCATED 5.39 M (17.68 FT)  NORTHWEST OF THE CENTERLINE OF US 64--AND
 AF8261'7.32 M (24.02 FT)  SOUTHEAST OF TELEPHONE POLE AT PEDESTAL NO. 312,
 AF8261'23.59 M (77.39 FT)  SOUTHEAST OF POWER POLE, 26.03 M (85.40 FT)
 AF8261'WEST-SOUTHWEST OF 36-INCH SYCAMORE ACROSS ROAD--ALL THREE WITH
 AF8261'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0632 ***********************************************************************
 EX0632  HT_MOD      -  This is a Height Modernization Survey Station.
 EX0632  DESIGNATION -  AVE
 EX0632  PID         -  EX0632
 EX0632  STATE/COUNTY-  NC/HYDE
 EX0632  USGS QUAD   -  ENGELHARD EAST (1983)
 EX0632
 EX0632                         *CURRENT SURVEY CONTROL
 EX0632  ___________________________________________________________________
 EX0632* NAD 83(2007)-  35 34 54.40896(N)    075 55 37.05362(W)     ADJUSTED  
 EX0632* NAVD 88     -         0.94   (meters)       3.1    (feet)  GPS OBS   
 EX0632  ___________________________________________________________________
 EX0632  EPOCH DATE  -        2002.00
 EX0632  X           -   1,262,748.581 (meters)                     COMP
 EX0632  Y           -  -5,037,243.025 (meters)                     COMP
 EX0632  Z           -   3,690,529.135 (meters)                     COMP
 EX0632  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 EX0632  ELLIP HEIGHT-         -37.824 (meters)          (07/11/08) ADJUSTED
 EX0632  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0632  HORZ ORDER  -  FIRST
 EX0632  ELLP ORDER  -  FOURTH    CLASS II
 EX0632
 EX0632.The horizontal coordinates were established by GPS observations
 EX0632.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 EX0632
 EX0632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0632.The horizontal coordinates are valid at the epoch date displayed above.
 EX0632.The epoch date for horizontal control is a decimal equivalence
 EX0632.of Year/Month/Day.
 EX0632
 EX0632.The orthometric height was determined by GPS observations and a
 EX0632.high-resolution geoid model.
 EX0632.The orthometric height was determined by GPS observations and a
 EX0632.high-resolution geoid model using precise GPS observation and
 EX0632.processing techniques.
 EX0632
 EX0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0632
 EX0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0632
 EX0632.The ellipsoidal height was determined by GPS observations
 EX0632.and is referenced to NAD 83.
 EX0632
 EX0632.The geoid height was determined by GEOID03.
 EX0632
 EX0632;                    North         East     Units Scale Factor Converg.
 EX0632;SPC NC       -   207,511.195   888,058.082   MT  0.99988913   +1 46 25.2
 EX0632;SPC NC       -   680,809.65  2,913,570.56   sFT  0.99988913   +1 46 25.2
 EX0632;UTM  18      - 3,937,958.713   416,015.287   MT  0.99968692   -0 32 21.8
 EX0632
 EX0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0632!SPC NC       -   1.00000594  x   0.99988913  =   0.99989507
 EX0632!UTM  18      -   1.00000594  x   0.99968692  =   0.99969285
 EX0632
 EX0632:                Primary Azimuth Mark                     Grid Az
 EX0632:SPC NC       -  DRIP                                     003 17 26.2
 EX0632:UTM  18      -  DRIP                                     005 36 13.2
 EX0632
 EX0632|---------------------------------------------------------------------|
 EX0632| PID    Reference Object                     Distance      Geod. Az  |
 EX0632|                                                           dddmmss.s |
 EX0632| EX0630 DRIP                                APPROX. 2.9 KM 0050351.4 |
 EX0632|---------------------------------------------------------------------|
 EX0632
 EX0632                          SUPERSEDED SURVEY CONTROL
 EX0632
 EX0632  NAD 83(1986)-  35 34 54.42176(N)    075 55 37.05808(W) AD(       ) 1
 EX0632  NAD 83(2001)-  35 34 54.40898(N)    075 55 37.05298(W) AD(       ) 1
 EX0632  ELLIP H (11/09/06)  -37.809  (m)                       GP(       ) 4 2
 EX0632  NAD 83(2001)-  35 34 54.41137(N)    075 55 37.05862(W) AD(       ) 2
 EX0632  NAD 83(1986)-  35 34 54.41928(N)    075 55 37.06115(W) AD(       ) 2
 EX0632  NAD 27      -  35 34 53.79889(N)    075 55 38.39867(W) AD(       ) 2
 EX0632  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG    3  
 EX0632
 EX0632.Superseded values are not recommended for survey control.
 EX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0632.See file dsdata.txt to determine how the superseded data were derived.
 EX0632
 EX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1601537959(NAD 83)
 EX0632_MARKER: DH = HORIZONTAL CONTROL DISK
 EX0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0632_STAMPING: AVE 1974
 EX0632_MARK LOGO: NCGS  
 EX0632_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EX0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0632+STABILITY: SURFACE MOTION
 EX0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0632+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 EX0632
 EX0632  HISTORY     - Date     Condition        Report By
 EX0632  HISTORY     - 1974     MONUMENTED       NCGS
 EX0632  HISTORY     - 19930222 GOOD             USPSQD
 EX0632  HISTORY     - 20030107 GOOD             NCGS
 EX0632
 EX0632                          STATION DESCRIPTION
 EX0632
 EX0632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0632'AVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EX0632'VICINITY OF ENGELHARD, NORTH CAROLINA.
 EX0632'
 EX0632'AVE IS LOCATED APPROXIMATELY 6.3 MILES NORTHEAST OF ENGELHARD AND
 EX0632'13.3 MILES SOUTHWEST OF STUMPY POINT (DARE COUNTY).  TO REACH
 EX0632'STATION FROM THE U.S. 264 BRIDGE OVER THE LONG SHOAL RIVER AT THE
 EX0632'DARE - HYDE COUNTY LINE, PROCEED SOUTHWEST ALONG U.S. 264 AND THEN
 EX0632'SOUTH FOR 5.45 MILES TO STATION ON THE LEFT, AT INTERSECTION WITH
 EX0632'DIRT ROAD LEADING WEST (4TH AVE. E.).
 EX0632'
 EX0632'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0632'AVE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EX0632'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0632'
 EX0632'MARK IS 16.0 FT ESE OF C/L OF U.S. 264
 EX0632'
 EX0632'45.0 FT NE OF INTERSECTION OF C/L OF DIRT ROAD (4TH AVE. E)
 EX0632'LEADING NW WITH W EDGE OF U.S. 264
 EX0632'
 EX0632'42.6 FT SE OF 10 INCH PINE WITH ALUMINUM REF. TAG
 EX0632'
 EX0632'55.0 FT SE OF 12 INCH MAPLE WITH ALUMINUM REF. TAG
 EX0632'
 EX0632'34.7 FT NNW OF CREOSOTE POST STREET MARKER WITH ALUMINUM REF. TAG
 EX0632
 EX0632                          STATION RECOVERY (1993)
 EX0632
 EX0632'RECOVERY NOTE BY US POWER SQUADRON 1993 (IMS)
 EX0632'RECOVERED IN GOOD CONDITION.
 EX0632
 EX0632                          STATION RECOVERY (2003)
 EX0632
 EX0632'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EX0632'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 EX0632'CORRECTIONS. MARK IS RECESSED 10-INCHES BELOW THE GROUND.  LOCATED
 EX0632'32.4 FT (9.9 M) EAST-SOUTHEAST OF THE SOUTHERNMOST GUARD RAIL POST AT
 EX0632'A FARM ROAD LEADING WEST .  THE REFERENCED TREES AND CREOSOTE POST ARE
 EX0632'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2177 ***********************************************************************
 FX2177  DESIGNATION -  AVENT
 FX2177  PID         -  FX2177
 FX2177  STATE/COUNTY-  NC/NASH
 FX2177  USGS QUAD   -  DRAKE (1963)
 FX2177
 FX2177                         *CURRENT SURVEY CONTROL
 FX2177  ___________________________________________________________________
 FX2177* NAD 83(2001)-  36 03 31.61770(N)    077 48 33.09655(W)     ADJUSTED  
 FX2177* NAVD 88     -        38.663  (meters)     126.85   (feet)  ADJUSTED  
 FX2177  ___________________________________________________________________
 FX2177  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FX2177  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 FX2177  DYNAMIC HT  -          38.631 (meters)     126.74  (feet)  COMP
 FX2177  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 FX2177
 FX2177  HORZ ORDER  -  SECOND
 FX2177  VERT ORDER  -  SECOND    CLASS I
 FX2177
 FX2177.The horizontal coordinates were established by classical geodetic methods
 FX2177.and adjusted by the National Geodetic Survey in August 2005.
 FX2177
 FX2177.The orthometric height was determined by differential leveling
 FX2177.and adjusted in June 1991.
 FX2177
 FX2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2177
 FX2177.The geoid height was determined by GEOID03.
 FX2177
 FX2177.The dynamic height is computed by dividing the NAVD 88
 FX2177.geopotential number by the normal gravity value computed on the
 FX2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2177.degrees latitude (g = 980.6199 gals.).
 FX2177
 FX2177.The modeled gravity was interpolated from observed gravity values.
 FX2177
 FX2177;                    North         East     Units Scale Factor Converg.
 FX2177;SPC NC       -   256,766.449   716,883.378   MT  0.99997168   +0 41 14.3
 FX2177;SPC NC       -   842,407.92  2,351,974.88   sFT  0.99997168   +0 41 14.3
 FX2177;UTM  18      - 3,994,121.211   246,970.705   MT  1.00038896   -1 39 15.9
 FX2177
 FX2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2177!SPC NC       -   0.99999939  x   0.99997168  =   0.99997107
 FX2177!UTM  18      -   0.99999939  x   1.00038896  =   1.00038835
 FX2177
 FX2177:                Primary Azimuth Mark                     Grid Az
 FX2177:SPC NC       -  HARPER                                   127 22 43.0
 FX2177:UTM  18      -  HARPER                                   129 43 13.2
 FX2177
 FX2177|---------------------------------------------------------------------|
 FX2177| PID    Reference Object                     Distance      Geod. Az  |
 FX2177|                                                           dddmmss.s |
 FX2177| FX2176 HARPER                              APPROX. 1.3 KM 1280357.3 |
 FX2177|---------------------------------------------------------------------|
 FX2177
 FX2177                          SUPERSEDED SURVEY CONTROL
 FX2177
 FX2177  NAD 83(1993)-  36 03 31.62460(N)    077 48 33.10523(W) AD(       ) 2
 FX2177  NAD 83(1986)-  36 03 31.62323(N)    077 48 33.10723(W) AD(       ) 2
 FX2177  NAD 27      -  36 03 31.06748(N)    077 48 34.17347(W) AD(       ) 2
 FX2177  NGVD 29 (??/??/92)   38.980  (m)          127.89   (f) ADJ UNCH    2 1
 FX2177
 FX2177.Superseded values are not recommended for survey control.
 FX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2177.See file dsdata.txt to determine how the superseded data were derived.
 FX2177
 FX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4697194121(NAD 83)
 FX2177_MARKER: DE = TRAVERSE STATION DISK
 FX2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2177_SP_SET: CONCRETE POST
 FX2177_STAMPING: AVENT 1973
 FX2177_MARK LOGO: NCGS  
 FX2177_PROJECTION: RECESSED 8 CENTIMETERS
 FX2177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2177+STABILITY: SURFACE MOTION
 FX2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2177+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1997
 FX2177
 FX2177  HISTORY     - Date     Condition        Report By
 FX2177  HISTORY     - 1973     MONUMENTED       NCGS
 FX2177  HISTORY     - 1978     GOOD             NCGS
 FX2177  HISTORY     - 19970623 GOOD             NCGS
 FX2177  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 FX2177
 FX2177                          STATION DESCRIPTION
 FX2177
 FX2177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2177'AVENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2177'VICINITY OF BATTLEBORO, NORTH CAROLINA.
 FX2177'
 FX2177'AVENT IS LOCATED APPROXIMATELY 3.4 MILES WEST OF BATTLEBORO, AND 8.0
 FX2177'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM JUNCTION OF NORTH
 FX2177'BOUND LANES OF US 301 AND SR 1522 (CONNECTOR ROAD BETWEEN I-95 AND
 FX2177'US 301), PROCEED NW ALONG SR 1522 FOR 3.10 MILES TO STATION ON RIGHT
 FX2177'IN C/L OF FIELD ENTRANCE ROAD AND DIRECTLY ACROSS HIGHWAY FROM E.
 FX2177'H.  AVENT RESIDENCE, 0.65 MILES SE OF INTERSECTION OF NC 48 AND
 FX2177'SR 1522 AT RAMPS TO I-95.
 FX2177'
 FX2177'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AVENT
 FX2177'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FX2177'INCHES BELOW THE SURFACE OF THE GROUND.
 FX2177'
 FX2177'MARK IS
 FX2177'34.2 FEET NE OF C/L OF N BOUND LANE OF US 301.
 FX2177'11.9 FEET ESE OF NW END OF CULVERT UNDER FIELD ENTRANCE ROAD.
 FX2177'11.8 FEET NW OF SE END OF CULVERT UNDER FIELD ENTRANCE ROAD.
 FX2177'61.1 FEET SSW OF PP W/ALUMINUM REF. TAG.
 FX2177'91.8 FEET W OF 36 INCH ELM W/ALUMINUM REF. TAG.
 FX2177
 FX2177                          STATION RECOVERY (1978)
 FX2177
 FX2177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2177'3.2 MI WEST FROM BATTLEBORO.
 FX2177'TO REACH THE STATION FROM THE INTERSECTION OF NC 48 AND SR 1522 THE
 FX2177'I 95, US 301 CONNECTOR NEXT TO I 95, PROCEED EASTERLY ALONG SR 1522
 FX2177'FOR 0.65 MILE TO STATION ON LEFT ACROSS HIGHWAY FROM E.H. AVENT
 FX2177'RESIDENCE IN CENTERLINE OF A FIELD ROAD ENTRANCE, 34.2 FT. NORTHEAST
 FX2177'OF CENTERLINE OF NORTHBOUND LANE OF SR 1522, 11.9 FT. EAST SOUTHEAST
 FX2177'OF NORTHWEST END OF CULVERT UNDER FIELD ENTRANCE ROAD, 11.8 FT. NORTH-
 FX2177'WEST OF SOUTHEAST END OF CULVERT UNDER FIELD ENTRANCE ROAD, 61.1 FT.
 FX2177'SOUTH SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND 91.8 FT. WEST OF
 FX2177'36 INCH ELM WITH REFERENCE TAG.
 FX2177
 FX2177                          STATION RECOVERY (1997)
 FX2177
 FX2177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX2177'RECOVERED AS DESCRIBED. SR-1522 IS NOW NC 4
 FX2177
 FX2177                          STATION RECOVERY (2004)
 FX2177
 FX2177'RECOVERY NOTE BY US POWER SQUADRON 2004 (CEP)
 FX2177'COORDINATES OF MARK PLACES IT WHERE A NEW WATER LINE HAS BEEN PLACED.
 FX2177'THE REFERENCED LAND MARKS ARE NO LONGER PRESENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0603 ***********************************************************************
 AI0603  DESIGNATION -  AVENT
 AI0603  PID         -  AI0603
 AI0603  STATE/COUNTY-  NC/ROBESON
 AI0603  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 AI0603
 AI0603                         *CURRENT SURVEY CONTROL
 AI0603  ___________________________________________________________________
 AI0603* NAD 83(1986)-  34 36 58.     (N)    079 03 06.     (W)     SCALED    
 AI0603* NAVD 88     -        36.898  (meters)     121.06   (feet)  ADJUSTED  
 AI0603  ___________________________________________________________________
 AI0603  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AI0603  DYNAMIC HT  -          36.863 (meters)     120.94  (feet)  COMP
 AI0603  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 AI0603
 AI0603  VERT ORDER  -  SECOND    CLASS II
 AI0603
 AI0603.The horizontal coordinates were scaled from a topographic map and have
 AI0603.an estimated accuracy of +/- 6 seconds.
 AI0603
 AI0603.The orthometric height was determined by differential leveling
 AI0603.and adjusted in October 1999.
 AI0603
 AI0603.The geoid height was determined by GEOID03.
 AI0603
 AI0603.The dynamic height is computed by dividing the NAVD 88
 AI0603.geopotential number by the normal gravity value computed on the
 AI0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0603.degrees latitude (g = 980.6199 gals.).
 AI0603
 AI0603.The modeled gravity was interpolated from observed gravity values.
 AI0603
 AI0603;                    North         East    Units  Estimated Accuracy
 AI0603;SPC NC       -    96,080.      604,860.      MT  (+/- 180 meters Scaled)
 AI0603
 AI0603                          SUPERSEDED SURVEY CONTROL
 AI0603
 AI0603.No superseded survey control is available for this station.
 AI0603
 AI0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU786321(NAD 83)
 AI0603_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0603_STAMPING: AVENT 1989
 AI0603_MARK LOGO: NCGS  
 AI0603_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0603+STABILITY: SURFACE MOTION
 AI0603
 AI0603  HISTORY     - Date     Condition        Report By
 AI0603  HISTORY     - 1989     MONUMENTED       NCGS
 AI0603
 AI0603                          STATION DESCRIPTION
 AI0603
 AI0603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI0603'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF LUMBERTON, AND 0.8
 AI0603'KM (0.50 MI) EAST-NORTHEAST OF THE LUMBERTON MUNICIPAL AIRPORT. ALONG
 AI0603'SR 2501 (STARLITE ROAD) FOR 0.6 KM (0.35 MI) SOUTH FROM SR 2499 (WEST
 AI0603'FIFTH STREET-OLD US 301), OR ABOUT 215 M (705.4 FT) NORTH OF AVENT
 AI0603'ROAD, IN THE WEST SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND AND
 AI0603'LEVEL WITH ROAD.  LOCATED 6.05 M (19.85 FT) WEST OF THE CENTERLINE OF
 AI0603'THE ROAD, 54.40 M (178.48 FT) SOUTH OF THE SOUTH END OF A FIELD
 AI0603'ENTRANCE CULVERT, 85.20 M (279.53 FT) NORTH OF THE NORTH END OF AN
 AI0603'UNPAVED ENTRANCE ROAD CULVERT, AND 6.80 M (22.31 FT) EAST-SOUTHEAST OF
 AI0603'A 5-INCH WILD CHERRY WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7505 ***********************************************************************
 AE7505  DESIGNATION -  AVENUE
 AE7505  PID         -  AE7505
 AE7505  STATE/COUNTY-  NC/WAKE
 AE7505  USGS QUAD   -  RALEIGH EAST (1993)
 AE7505
 AE7505                         *CURRENT SURVEY CONTROL
 AE7505  ___________________________________________________________________
 AE7505* NAD 83(2001)-  35 48 26.77775(N)    078 37 14.97336(W)     ADJUSTED  
 AE7505* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 AE7505  ___________________________________________________________________
 AE7505  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 AE7505  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AE7505  HORZ ORDER  -  SECOND
 AE7505
 AE7505.The horizontal coordinates were established by classical geodetic methods
 AE7505.and adjusted by the National Geodetic Survey in August 2005.
 AE7505
 AE7505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7505
 AE7505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7505
 AE7505.The geoid height was determined by GEOID03.
 AE7505
 AE7505;                    North         East     Units Scale Factor Converg.
 AE7505;SPC NC       -   228,301.376   643,869.030   MT  0.99991952   +0 13 07.9
 AE7505;SPC NC       -   749,018.76  2,112,426.98   sFT  0.99991952   +0 13 07.9
 AE7505;UTM  17      - 3,965,203.034   714,969.032   MT  1.00016947   +1 23 33.0
 AE7505
 AE7505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7505!SPC NC       -   0.99999316  x   0.99991952  =   0.99991268
 AE7505!UTM  17      -   0.99999316  x   1.00016947  =   1.00016263
 AE7505
 AE7505:                Primary Azimuth Mark                     Grid Az
 AE7505:SPC NC       -  ATLANTIC                                 021 00 22.8
 AE7505:UTM  17      -  ATLANTIC                                 019 49 57.7
 AE7505
 AE7505|---------------------------------------------------------------------|
 AE7505| PID    Reference Object                     Distance      Geod. Az  |
 AE7505|                                                           dddmmss.s |
 AE7505| AE7494 ATLANTIC                            APPROX. 1.4 KM 0211330.7 |
 AE7505| AE7507 REDSKINS                            396.799 METERS 22346     |
 AE7505|---------------------------------------------------------------------|
 AE7505
 AE7505                          SUPERSEDED SURVEY CONTROL
 AE7505
 AE7505  NAD 83(1986)-  35 48 26.78156(N)    078 37 14.98193(W) AD(       ) 2
 AE7505  NGVD 29 (02/27/98)   76.8    (m)          252.     (f) VERT ANG    3  
 AE7505
 AE7505.Superseded values are not recommended for survey control.
 AE7505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7505.See file dsdata.txt to determine how the superseded data were derived.
 AE7505
 AE7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1496965203(NAD 83)
 AE7505_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7505_STAMPING: AVENUE 1988
 AE7505_MARK LOGO: NCGS  
 AE7505_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7505+STABILITY: SURFACE MOTION
 AE7505
 AE7505  HISTORY     - Date     Condition        Report By
 AE7505  HISTORY     - 1988     MONUMENTED       NCGS
 AE7505
 AE7505                          STATION DESCRIPTION
 AE7505
 AE7505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AE7505'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTH-NORTHEAST OF CAPITOL
 AE7505'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.7 KM (0.45 MI)
 AE7505'NORTH-NORTHEAST FROM OLD LOUISBURG ROAD, TO WHITAKER MILL ROAD, IN THE
 AE7505'NORTHEAST QUADRANT OF THE INTERSECTION. MARK IS RECESSED 1 INCH BELOW
 AE7505'GROUND AND LEVEL WITH ROAD.  LOCATED 17.5 FT (5.3 M) SOUTHEAST OF THE
 AE7505'CENTERLINE OF THE NORTH BOUND LANE, 114.8 FT (35.0 M) SOUTH-SOUTHWEST
 AE7505'OF EAST MANHOLE COVER, 134.0 FT (40.8 M) SOUTHWEST OF THE SOUTH END OF
 AE7505'A CONCRETE RETAINING WALL, 5.6 FT (1.7 M) WEST-SOUTHWEST OF A
 AE7505'RIGHT-OF-WAY MONUMENT, 52.5 FT (16.0 M) NORTHWEST OF A RIGHT-OF-WAY
 AE7505'MONUMENT, AND 33.8 FT (10.3 M) NORTH-NORTHWEST OF A POWER POLE WITH A
 AE7505'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2882 ***********************************************************************
 FY2882  DESIGNATION -  AVERETTE
 FY2882  PID         -  FY2882
 FY2882  STATE/COUNTY-  NC/GRANVILLE
 FY2882  USGS QUAD   -  CREEDMOOR (1990)
 FY2882
 FY2882                         *CURRENT SURVEY CONTROL
 FY2882  ___________________________________________________________________
 FY2882* NAD 83(2001)-  36 07 22.83941(N)    078 38 30.66126(W)     ADJUSTED  
 FY2882* NAVD 88     -       116.839  (meters)     383.33   (feet)  ADJUSTED  
 FY2882  ___________________________________________________________________
 FY2882  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 FY2882  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 FY2882  DYNAMIC HT  -         116.743 (meters)     383.01  (feet)  COMP
 FY2882  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 FY2882
 FY2882  HORZ ORDER  -  SECOND
 FY2882  VERT ORDER  -  SECOND    CLASS II
 FY2882
 FY2882.The horizontal coordinates were established by classical geodetic methods
 FY2882.and adjusted by the National Geodetic Survey in August 2005.
 FY2882
 FY2882.The orthometric height was determined by differential leveling
 FY2882.and adjusted in April 1998.
 FY2882
 FY2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2882
 FY2882.The geoid height was determined by GEOID03.
 FY2882
 FY2882.The dynamic height is computed by dividing the NAVD 88
 FY2882.geopotential number by the normal gravity value computed on the
 FY2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2882.degrees latitude (g = 980.6199 gals.).
 FY2882
 FY2882.The modeled gravity was interpolated from observed gravity values.
 FY2882
 FY2882;                    North         East     Units Scale Factor Converg.
 FY2882;SPC NC       -   263,307.812   641,842.636   MT  0.99998811   +0 12 24.2
 FY2882;SPC NC       -   863,869.05  2,105,778.71   sFT  0.99998811   +0 12 24.2
 FY2882;UTM  17      - 4,000,167.746   712,222.296   MT  1.00015497   +1 23 26.5
 FY2882
 FY2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2882!SPC NC       -   0.99998670  x   0.99998811  =   0.99997481
 FY2882!UTM  17      -   0.99998670  x   1.00015497  =   1.00014166
 FY2882
 FY2882|---------------------------------------------------------------------|
 FY2882| PID    Reference Object                     Distance      Geod. Az  |
 FY2882|                                                           dddmmss.s |
 FY2882| FY2902 PASTURE                             361.657 METERS 28311     |
 FY2882| FY2889 FN 30                               235.606 METERS 35736     |
 FY2882|---------------------------------------------------------------------|
 FY2882
 FY2882                          SUPERSEDED SURVEY CONTROL
 FY2882
 FY2882  NAD 83(1993)-  36 07 22.84671(N)    078 38 30.67245(W) AD(       ) 2
 FY2882  NAD 83(1986)-  36 07 22.84645(N)    078 38 30.67479(W) AD(       ) 2
 FY2882  NAD 27      -  36 07 22.31664(N)    078 38 31.66395(W) AD(       ) 2
 FY2882  NGVD 29 (07/19/86)  117.1    (m)          384.     (f) VERT ANG    3  
 FY2882
 FY2882.Superseded values are not recommended for survey control.
 FY2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2882.See file dsdata.txt to determine how the superseded data were derived.
 FY2882
 FY2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1222200168(NAD 83)
 FY2882_MARKER: DE = TRAVERSE STATION DISK
 FY2882_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FY2882_STAMPING: AVERETTE 1969
 FY2882_MARK LOGO: NCGS  
 FY2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2882+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2006
 FY2882
 FY2882  HISTORY     - Date     Condition        Report By
 FY2882  HISTORY     - 1969     MONUMENTED       NCGS
 FY2882  HISTORY     - 1983     GOOD             USPSQD
 FY2882  HISTORY     - 1985     GOOD             USPSQD
 FY2882  HISTORY     - 19850101 GOOD             NCGS
 FY2882  HISTORY     - 1987     GOOD             USPSQD
 FY2882  HISTORY     - 20061110 GOOD             INDIV
 FY2882
 FY2882                          STATION DESCRIPTION
 FY2882
 FY2882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2882'AVERETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2882'IN THE VICINITY OF CREEDMOOR, NORTH CAROLINA.
 FY2882'
 FY2882'AVERETTE IS LOCATED APPROXIMATELY 2.5 MILES EAST OF CREEDMOOR.  TO
 FY2882'REACH STATION PROCEED FROM THE INTERSECTION OF NC 56 AND NC 50
 FY2882'IN CREEDMOOR, GO EAST ON NC 56 FOR 1.3 MILES TO ROBERTSON CREEK,
 FY2882'CONTINUE EAST ON NC 56 FOR 1.2 MILES TO INTERSECTION OF NC 56
 FY2882'AND SR 1702, TURN SOUTH (RIGHT) ON SR 1702 FOR 0.1 MILE TO
 FY2882'DRIVEWAY ON WEST SIDE OF ROAD.  STATION IS ON THE SOUTH SIDE OF
 FY2882'DRIVEWAY LEADING TO THE RESIDENCE OF A. AVERETTE.
 FY2882'
 FY2882'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2882'AVERETTE 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS
 FY2882'FLUSH WITH THE SURFACE OF THE GROUND.
 FY2882'
 FY2882'MARK IS
 FY2882'
 FY2882'152.8 FT W OF C/L OF SR 1702
 FY2882'
 FY2882'143.1 FT W OF POWER POLE, WITH ALUMINUM REF. TAG
 FY2882'
 FY2882'53.9 FT E OF NE CORNER OF HOUSE
 FY2882'
 FY2882'55.9 FT NNE OF POWER POLE, WITH ALUMINUM REF. TAG
 FY2882'
 FY2882'10.5 FT S OF C/L OF DRIVEWAY
 FY2882'
 FY2882'51.4 FT NE OF NE CORNER OF WATER PUMP HOUSE
 FY2882
 FY2882                          STATION RECOVERY (1983)
 FY2882
 FY2882'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY2882'AVERETTE 1969 RECOVERED GOOD.
 FY2882'
 FY2882'RECOVERED AS DESCRIBED.
 FY2882
 FY2882                          STATION RECOVERY (1985)
 FY2882
 FY2882'RECOVERY NOTE BY US POWER SQUADRON 1985 (PS)
 FY2882'RECOVERED IN GOOD CONDITION.
 FY2882
 FY2882                          STATION RECOVERY (1985)
 FY2882
 FY2882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 FY2882'THE STATION WAS RECOVERED AS DESCRIBED
 FY2882
 FY2882                          STATION RECOVERY (1987)
 FY2882
 FY2882'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2882'RECOVERED IN GOOD CONDITION.
 FY2882
 FY2882                          STATION RECOVERY (2006)
 FY2882
 FY2882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JPW)
 FY2882'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4313 ***********************************************************************
 EZ4313  DESIGNATION -  AVERY
 EZ4313  PID         -  EZ4313
 EZ4313  STATE/COUNTY-  NC/JOHNSTON
 EZ4313  USGS QUAD   -  SELMA (1988)
 EZ4313
 EZ4313                         *CURRENT SURVEY CONTROL
 EZ4313  ___________________________________________________________________
 EZ4313* NAD 83(2001)-  35 36 05.76791(N)    078 18 32.22724(W)     ADJUSTED  
 EZ4313* NAVD 88     -        73.0    (meters)     240.     (feet)  VERTCON   
 EZ4313  ___________________________________________________________________
 EZ4313  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EZ4313  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EZ4313  HORZ ORDER  -  SECOND
 EZ4313
 EZ4313.The horizontal coordinates were established by classical geodetic methods
 EZ4313.and adjusted by the National Geodetic Survey in August 2005.
 EZ4313
 EZ4313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4313
 EZ4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4313
 EZ4313.The geoid height was determined by GEOID03.
 EZ4313
 EZ4313;                    North         East     Units Scale Factor Converg.
 EZ4313;SPC NC       -   205,617.809   672,213.211   MT  0.99989117   +0 23 55.9
 EZ4313;SPC NC       -   674,597.76  2,205,419.51   sFT  0.99989117   +0 23 55.9
 EZ4313;UTM  17      - 3,943,095.948   743,780.889   MT  1.00033240   +1 34 02.5
 EZ4313
 EZ4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4313!SPC NC       -   0.99999391  x   0.99989117  =   0.99988508
 EZ4313!UTM  17      -   0.99999391  x   1.00033240  =   1.00032631
 EZ4313
 EZ4313:                Primary Azimuth Mark                     Grid Az
 EZ4313:SPC NC       -  AWNING                                   258 08 07.2
 EZ4313:UTM  17      -  AWNING                                   256 58 00.6
 EZ4313
 EZ4313|---------------------------------------------------------------------|
 EZ4313| PID    Reference Object                     Distance      Geod. Az  |
 EZ4313|                                                           dddmmss.s |
 EZ4313| EZ4317 AWNING                              425.017 METERS 2583203.1 |
 EZ4313|---------------------------------------------------------------------|
 EZ4313
 EZ4313                          SUPERSEDED SURVEY CONTROL
 EZ4313
 EZ4313  NAD 83(1986)-  35 36 05.77471(N)    078 18 32.23749(W) AD(       ) 2
 EZ4313  NAD 27      -  35 36 05.20261(N)    078 18 33.23505(W) AD(       ) 2
 EZ4313  NGVD 29 (07/19/86)   73.3    (m)          240.     (f) VERT ANG    3  
 EZ4313
 EZ4313.Superseded values are not recommended for survey control.
 EZ4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4313.See file dsdata.txt to determine how the superseded data were derived.
 EZ4313
 EZ4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4378143096(NAD 83)
 EZ4313_MARKER: DE = TRAVERSE STATION DISK
 EZ4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4313_STAMPING: AVERY 1972
 EZ4313_MARK LOGO: NCGS  
 EZ4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4313+STABILITY: SURFACE MOTION
 EZ4313
 EZ4313  HISTORY     - Date     Condition        Report By
 EZ4313  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4313  HISTORY     - 1987     GOOD             USPSQD
 EZ4313
 EZ4313                          STATION DESCRIPTION
 EZ4313
 EZ4313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4313'AVERY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4313'VICINITY OF WILSON MILLS, NORTH CAROLINA.
 EZ4313'
 EZ4313'AVERY IS LOCATED APPROXIMATELY 2.8 MILES ENE OF WILSON MILLS AND
 EZ4313'4.2 MILES SOUTHEAST OF FLOWERS CROSSROADS.  TO REACH STATION FROM
 EZ4313'THE INTERSECTION OF NC 96 WITH US 301 IN SELMA, PROCEED NORTH ALONG
 EZ4313'NC 96 FOR 4.8 MILES TO INTERSECTION WITH SR 1939, THENCE SOUTHWEST
 EZ4313'ALONG SR 1939 FOR 0.1 MILE TO INTERSECTION WITH SR 1940 (JUST SOUTH
 EZ4313'OF LIVE OAK BAPTIST CHURCH), THENCE WEST ALONG SR 1940 FOR 0.6
 EZ4313'MILE TO STATION ON RIGHT, 0.3 MILE EAST OF INTERSECTION OF SR
 EZ4313'1940 WITH SR 1003, AND ON WEST SIDE OF DRIVEWAY LEADING BY WEST
 EZ4313'SIDE OF WHITE FRAME HOUSE.
 EZ4313'
 EZ4313'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AVERY
 EZ4313'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ4313'INCHES ABOVE THE GROUND.
 EZ4313'
 EZ4313'MARK IS
 EZ4313'30.4 FEET N OF C/L OF SR 1940.
 EZ4313'13.5 FEET W OF C/L OF DIRT DRIVEWAY.
 EZ4313'10.2 FEET NW OF WEST END OF CULVERT UNDER DRIVEWAY.
 EZ4313'2.2 FEET S OF PP WITH ALUMINUM REF. TAG.
 EZ4313'31.0 FEET WSW OF CORNER OF WHITE FRAME DWELLING.
 EZ4313
 EZ4313                          STATION RECOVERY (1987)
 EZ4313
 EZ4313'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5545 ***********************************************************************
 AA5545  DESIGNATION -  AVERY CREEK
 AA5545  PID         -  AA5545
 AA5545  STATE/COUNTY-  NC/BUNCOMBE
 AA5545  USGS QUAD   -  SKYLAND (1991)
 AA5545
 AA5545                         *CURRENT SURVEY CONTROL
 AA5545  ___________________________________________________________________
 AA5545* NAD 83(2007)-  35 27 34.42924(N)    082 35 58.34549(W)     ADJUSTED  
 AA5545* NAVD 88     -       685.5    (meters)    2249.     (feet)  GPS OBS   
 AA5545  ___________________________________________________________________
 AA5545  EPOCH DATE  -        2002.00
 AA5545  X           -     669,978.023 (meters)                     COMP
 AA5545  Y           -  -5,158,221.082 (meters)                     COMP
 AA5545  Z           -   3,679,895.055 (meters)                     COMP
 AA5545  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 AA5545  ELLIP HEIGHT-         655.771 (meters)          (02/10/07) ADJUSTED
 AA5545  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AA5545
 AA5545  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5545  Type    PID    Designation                      North   East  Ellip
 AA5545  -------------------------------------------------------------------
 AA5545  NETWORK AA5545 AVERY CREEK                       0.51   0.41   1.06
 AA5545  -------------------------------------------------------------------
 AA5545
 AA5545.The horizontal coordinates were established by GPS observations
 AA5545.and adjusted by the National Geodetic Survey in February 2007.
 AA5545
 AA5545.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5545.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5545.The horizontal coordinates are valid at the epoch date displayed above.
 AA5545.The epoch date for horizontal control is a decimal equivalence
 AA5545.of Year/Month/Day.
 AA5545
 AA5545.The orthometric height was determined by GPS observations and a
 AA5545.high-resolution geoid model.
 AA5545
 AA5545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5545
 AA5545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5545
 AA5545.The ellipsoidal height was determined by GPS observations
 AA5545.and is referenced to NAD 83.
 AA5545
 AA5545.The geoid height was determined by GEOID03.
 AA5545
 AA5545;                    North         East     Units Scale Factor Converg.
 AA5545;SPC NC       -   195,565.055   282,964.594   MT  0.99987914   -2 04 39.2
 AA5545;SPC NC       -   641,616.35    928,359.67   sFT  0.99987914   -2 04 39.2
 AA5545;UTM  17      - 3,925,184.409   354,853.838   MT  0.99985962   -0 55 41.2
 AA5545
 AA5545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5545!SPC NC       -   0.99989708  x   0.99987914  =   0.99977623
 AA5545!UTM  17      -   0.99989708  x   0.99985962  =   0.99975672
 AA5545
 AA5545                          SUPERSEDED SURVEY CONTROL
 AA5545
 AA5545  NAD 83(2001)-  35 27 34.42939(N)    082 35 58.34550(W) AD(       ) 1
 AA5545  ELLIP H (03/13/03)  655.776  (m)                       GP(       ) 4 2
 AA5545  NAD 83(1995)-  35 27 34.43105(N)    082 35 58.34516(W) AD(       ) 1
 AA5545  NAD 83(1986)-  35 27 34.43608(N)    082 35 58.34498(W) AD(       ) 1
 AA5545  NGVD 29 (09/30/94)  685.5    (m)         2249.     (f) GPS OBS     3  
 AA5545
 AA5545.Superseded values are not recommended for survey control.
 AA5545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5545.See file dsdata.txt to determine how the superseded data were derived.
 AA5545
 AA5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5485425184(NAD 83)
 AA5545_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5545_SP_SET: CONCRETE POST
 AA5545_STAMPING: AVERY CREEK 1991
 AA5545_MARK LOGO: NCGS  
 AA5545_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5545+STABILITY: SURFACE MOTION
 AA5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5545+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 AA5545
 AA5545  HISTORY     - Date     Condition        Report By
 AA5545  HISTORY     - 1991     MONUMENTED       NCGS
 AA5545  HISTORY     - 19940811 GOOD             NCGS
 AA5545
 AA5545                          STATION DESCRIPTION
 AA5545
 AA5545'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5545'STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHWEST OF ASHEVILLE
 AA5545'IN THE AVERY CREEK COMMUNITY. PROCEED ALONG NC 191 FOR 0.2 MI (0.3 KM)
 AA5545'SOUTH FROM NC 146 (LONG SHOALS ROAD), THENCE WEST FOR 1.55 MI (2.49
 AA5545'KM) ALONG SR 3486 (AVERY CREEK ROAD), THENCE NORTHWEST FOR 0.35 MI
 AA5545'(0.56 KM) ALONG SR 3488 (AVONDALE CIRCLE) TO A GRAVEL ROAD AND STATION
 AA5545'50 FEET WEST. MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AA5545'LOCATED 36.0 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF SR 3488, 50.6
 AA5545'FT (15.4 M) SOUTHWEST OF THE CENTERLINE OF GRAVEL ROAD, 24.7 FT (7.5
 AA5545'M) SOUTH OF A 3-INCH MAPLE, AND 9.0 FT (2.7 M) EAST OF A FENCE POST
 AA5545'WITH A REFERENCE TAG.
 AA5545
 AA5545                          STATION RECOVERY (1994)
 AA5545
 AA5545'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AA5545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5546 ***********************************************************************
 AA5546  DESIGNATION -  AVERY CREEK AZ MK
 AA5546  PID         -  AA5546
 AA5546  STATE/COUNTY-  NC/BUNCOMBE
 AA5546  USGS QUAD   -  SKYLAND (1991)
 AA5546
 AA5546                         *CURRENT SURVEY CONTROL
 AA5546  ___________________________________________________________________
 AA5546* NAD 83(2001)-  35 27 21.48130(N)    082 35 58.85459(W)     NO CHECK  
 AA5546* NAVD 88     -       669.     (meters)    2195.     (feet)  VERT ANG  
 AA5546  ___________________________________________________________________
 AA5546  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 AA5546  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AA5546  HORZ ORDER  -  SECOND
 AA5546
 AA5546.The horizontal coordinates were established by classical geodetic methods
 AA5546.and adjusted by the National Geodetic Survey in August 2005.
 AA5546.No horizontal observational check was made to the station.
 AA5546
 AA5546.The orthometric height was determined by vertical angle observations.
 AA5546.No vertical observational check was made to the station.
 AA5546
 AA5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5546
 AA5546.The geoid height was determined by GEOID03.
 AA5546
 AA5546;                    North         East     Units Scale Factor Converg.
 AA5546;SPC NC       -   195,166.786   282,937.302   MT  0.99987892   -2 04 39.5
 AA5546;SPC NC       -   640,309.70    928,270.13   sFT  0.99987892   -2 04 39.5
 AA5546;UTM  17      - 3,924,785.680   354,834.541   MT  0.99985969   -0 55 41.2
 AA5546
 AA5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5546!SPC NC       -   0.99989969  x   0.99987892  =   0.99977862
 AA5546!UTM  17      -   0.99989969  x   0.99985969  =   0.99975940
 AA5546
 AA5546                          SUPERSEDED SURVEY CONTROL
 AA5546
 AA5546  NAD 83(1995)-  35 27 21.48303(N)    082 35 58.85426(W) AD(       ) 2
 AA5546  NAD 83(1986)-  35 27 21.48805(N)    082 35 58.85456(W) AD(       ) 2
 AA5546  NGVD 29 (03/11/98)  669.     (m)         2195.     (f) VERT ANG    3  
 AA5546
 AA5546.Superseded values are not recommended for survey control.
 AA5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5546.See file dsdata.txt to determine how the superseded data were derived.
 AA5546
 AA5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5483524786(NAD 83)
 AA5546_MARKER: DZ = AZIMUTH MARK DISK
 AA5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5546_SP_SET: CONCRETE POST
 AA5546_STAMPING: AVERY CREEK 1991
 AA5546_MARK LOGO: NCGS  
 AA5546_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5546+STABILITY: SURFACE MOTION
 AA5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5546+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5546
 AA5546  HISTORY     - Date     Condition        Report By
 AA5546  HISTORY     - 1991     MONUMENTED       NCGS
 AA5546
 AA5546                          STATION DESCRIPTION
 AA5546
 AA5546'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5546'STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTH-SOUTHWEST OF ASHEVILLE
 AA5546'IN THE AVERY CREEK COMMUNITY AT THE OAK GROVE BAPTIST CHURCH. PROCEED
 AA5546'ALONG NC 191 FOR 0.2 MI (0.3 KM) SOUTH FROM NC 146 (LONG SHOALS ROAD),
 AA5546'THENCE WEST-SOUTHWEST FOR 1.55 MI (2.49 KM) ALONG SR 3486 (AVERY CREEK
 AA5546'ROAD) TO SR 3488 (AVONDALE CIRCLE) AND STATION IN CHURCH YARD. MARK IS
 AA5546'ABOUT 6 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED 67.4 FT
 AA5546'(20.5 M) NORTHWEST OF THE CENTERLINE OF SR 3486, 26.6 FT (8.1 M)
 AA5546'SOUTHWEST OF THE CENTERLINE OF SR 3488, 11.4 FT (3.5 M)
 AA5546'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF CHURCH, AND 71.7 FT (21.9
 AA5546'M) EAST OF A LIGHT POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2541 ***********************************************************************
 EB2541  DESIGNATION -  AVIATION
 EB2541  PID         -  EB2541
 EB2541  STATE/COUNTY-  NC/CUMBERLAND
 EB2541  USGS QUAD   -  HOPE MILLS (1986)
 EB2541
 EB2541                         *CURRENT SURVEY CONTROL
 EB2541  ___________________________________________________________________
 EB2541* NAD 83(2001)-  34 59 34.63890(N)    078 53 06.49779(W)     ADJUSTED  
 EB2541* NAVD 88     -        52.9    (meters)     174.     (feet)  VERTCON   
 EB2541  ___________________________________________________________________
 EB2541  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 EB2541  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EB2541  HORZ ORDER  -  SECOND
 EB2541
 EB2541.This mark is at Fayetteville Regional/grannis Fld Airport (FAY)
 EB2541
 EB2541.The horizontal coordinates were established by classical geodetic methods
 EB2541.and adjusted by the National Geodetic Survey in August 2005.
 EB2541
 EB2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2541
 EB2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2541
 EB2541.The geoid height was determined by GEOID03.
 EB2541
 EB2541;                    North         East     Units Scale Factor Converg.
 EB2541;SPC NC       -   137,887.246   620,086.403   MT  0.99988274   +0 03 58.7
 EB2541;SPC NC       -   452,385.07  2,034,400.14   sFT  0.99988274   +0 03 58.7
 EB2541;UTM  17      - 3,874,305.236   693,016.297   MT  1.00005918   +1 12 47.5
 EB2541
 EB2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2541!SPC NC       -   0.99999695  x   0.99988274  =   0.99987969
 EB2541!UTM  17      -   0.99999695  x   1.00005918  =   1.00005613
 EB2541
 EB2541|---------------------------------------------------------------------|
 EB2541| PID    Reference Object                     Distance      Geod. Az  |
 EB2541|                                                           dddmmss.s |
 EB2541| EB0726 FAY                                 289.352 METERS 18257     |
 EB2541| EB2542 GIBSON                              APPROX. 0.8 KM 3050902.9 |
 EB2541|---------------------------------------------------------------------|
 EB2541
 EB2541                          SUPERSEDED SURVEY CONTROL
 EB2541
 EB2541  NAD 83(1986)-  34 59 34.65081(N)    078 53 06.50037(W) AD(       ) 2
 EB2541  NAD 27      -  34 59 34.05865(N)    078 53 07.40634(W) AD(       ) 2
 EB2541  NGVD 29 (07/19/86)   53.2    (m)          175.     (f) VERT ANG    3  
 EB2541
 EB2541.Superseded values are not recommended for survey control.
 EB2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2541.See file dsdata.txt to determine how the superseded data were derived.
 EB2541
 EB2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9301674305(NAD 83)
 EB2541_MARKER: DE = TRAVERSE STATION DISK
 EB2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2541_STAMPING: AVIATION 1966
 EB2541_MARK LOGO: NCGS  
 EB2541_PROJECTION: FLUSH
 EB2541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EB2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2541+STABILITY: SURFACE MOTION
 EB2541
 EB2541  HISTORY     - Date     Condition        Report By
 EB2541  HISTORY     - 1966     MONUMENTED       NCGS
 EB2541  HISTORY     - 1974     MARK NOT FOUND   NGS
 EB2541  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EB2541  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EB2541
 EB2541                          STATION DESCRIPTION
 EB2541
 EB2541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EB2541'AVIATION IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2541'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EB2541'
 EB2541'AVIATION IS LOCATED APPROXIMATELY SOUTH OF FAYETTEVILLE,
 EB2541'3.9 MILES SOUTH OF MARKET SQ. AND AT WEST EDGE OF GRANNIS
 EB2541'AIRFIELD.  TO REACH STATION PROCEED FROM TERMINAL AT GRANNIS
 EB2541'AIRFIELD NORTHEAST FOR 0.2 MILES ON SR 2270 TO SR 2260.  TURN
 EB2541'LEFT AND TRAVEL APPROXIMATELY 200 FEET ON SR 2260 TO STATION.
 EB2541'FROM INTERSECTION OF SR 2260 AND U.S. 301, GO ESE FOR 0.9 MILES ON
 EB2541'SR 2260 TO STATION.
 EB2541'
 EB2541'STATION IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2541'AVIATION 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EB2541'TOP OF WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EB2541'
 EB2541'MARK IS
 EB2541'
 EB2541'88.2 FT SE OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 EB2541'
 EB2541'8.2 FT N OF PP 17 WITH ALUMINUM REF. TAG.
 EB2541'
 EB2541'32.6 FT E OF C/L OF SR 2260
 EB2541'
 EB2541'22.0 FT E OF EDGE OF ROAD
 EB2541'
 EB2541'200.0 FT NNE (APPROXIMATELY) OF INTERSECTION OF ROADS TO HANGARS
 EB2541
 EB2541                          STATION RECOVERY (1974)
 EB2541
 EB2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (BGH)
 EB2541'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 EB2541'
 EB2541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EB2541'3.9 MILES SOUTH FROM FAYETTEVILLE.
 EB2541
 EB2541                          STATION RECOVERY (1983)
 EB2541
 EB2541'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT)
 EB2541'MARKER IS BELIEVED TO HAVE BEEN DESTROYED.  AREA HAS BEEN ALTERED BY
 EB2541'NEW ROAD NETS, MAJOR CONSTRUCTION AND LANDSCAPING.  A LOCAL RESIDENT
 EB2541'IN THE AREA ASSISTED WITH SEARCH.  HE BELIEVED MARKER TO BE COVERED
 EB2541'BY A NEW ROAD.
 EB2541
 EB2541                          STATION RECOVERY (1985)
 EB2541
 EB2541'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EB2541'STATION HAS PROBABLY BEEN DESTROYED BY GRADING.  A NEW AIRPLANE HANGAR
 EB2541'BUILDING HAS BEEN CONSTRUCTED AND YARD GRADED DOWN 4 TO 5-FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7306 ***********************************************************************
 AE7306  DESIGNATION -  AVIATION
 AE7306  PID         -  AE7306
 AE7306  STATE/COUNTY-  NC/WAKE
 AE7306  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 AE7306
 AE7306                         *CURRENT SURVEY CONTROL
 AE7306  ___________________________________________________________________
 AE7306* NAD 83(2001)-  35 53 52.01373(N)    078 46 17.23668(W)     ADJUSTED  
 AE7306* NAVD 88     -       124.1    (meters)     407.     (feet)  VERTCON   
 AE7306  ___________________________________________________________________
 AE7306  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 AE7306  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AE7306  HORZ ORDER  -  SECOND
 AE7306
 AE7306.The horizontal coordinates were established by classical geodetic methods
 AE7306.and adjusted by the National Geodetic Survey in August 2005.
 AE7306
 AE7306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7306
 AE7306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7306
 AE7306.The geoid height was determined by GEOID03.
 AE7306
 AE7306;                    North         East     Units Scale Factor Converg.
 AE7306;SPC NC       -   238,283.113   630,232.935   MT  0.99993604   +0 07 54.9
 AE7306;SPC NC       -   781,767.18  2,067,689.22   sFT  0.99993604   +0 07 54.9
 AE7306;UTM  17      - 3,974,905.176   701,128.357   MT  1.00009849   +1 18 25.7
 AE7306
 AE7306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7306!SPC NC       -   0.99998555  x   0.99993604  =   0.99992160
 AE7306!UTM  17      -   0.99998555  x   1.00009849  =   1.00008404
 AE7306
 AE7306:                Primary Azimuth Mark                     Grid Az
 AE7306:SPC NC       -  RALEIGH ANGUS BARN NW TANK               081 40 48.8
 AE7306:UTM  17      -  RALEIGH ANGUS BARN NW TANK               080 30 18.0
 AE7306
 AE7306|---------------------------------------------------------------------|
 AE7306| PID    Reference Object                     Distance      Geod. Az  |
 AE7306|                                                           dddmmss.s |
 AE7306| AE7415 RALEIGH ANGUS BARN NW TANK                         0814843.7 |
 AE7306|---------------------------------------------------------------------|
 AE7306
 AE7306                          SUPERSEDED SURVEY CONTROL
 AE7306
 AE7306  NAD 83(1986)-  35 53 52.01870(N)    078 46 17.24700(W) AD(       ) 2
 AE7306  NGVD 29 (03/10/98)  124.3    (m)          408.     (f) VERT ANG    3  
 AE7306
 AE7306.Superseded values are not recommended for survey control.
 AE7306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7306.See file dsdata.txt to determine how the superseded data were derived.
 AE7306
 AE7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0112874905(NAD 83)
 AE7306_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7306_SP_SET: CONCRETE TRAFFIC ISLAND
 AE7306_STAMPING: AVIATION 1986
 AE7306_MARK LOGO: NCGS  
 AE7306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7306
 AE7306  HISTORY     - Date     Condition        Report By
 AE7306  HISTORY     - 1986     MONUMENTED       NCGS
 AE7306
 AE7306                          STATION DESCRIPTION
 AE7306
 AE7306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7306'STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHWEST OF CAPITOL
 AE7306'SQUARE (IN RALEIGH), IN THE VICINITY OF THE RALEIGH-DURHAM AIRPORT
 AE7306'COMPLEX. ALONG SR 1002 (AVIATION PARKWAY) FOR 0.6 KM (0.35 MI)
 AE7306'SOUTHWEST FROM US 70 TO SR 1646 (MOUNT HERMAN CHURCH ROAD), SET FLUSH
 AE7306'IN THE CONCRETE TRAFFIC ISLAND ON THE SOUTHEAST SIDE OF THE
 AE7306'CROSSROADS. LOCATED 28.7 M (94.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 AE7306'OF AVIATION PARKWAY, 2.2 M (7.2 FT) NORTH-NORTHWEST OF THE SOUTH END
 AE7306'OF A TRAFFIC ISLAND, 22.0 M (72.2 FT) SOUTH OF THE NORTH END OF A
 AE7306'TRAFFIC ISLAND, 40.8 M (133.9 FT) NORTH-NORTHWEST OF A FIRE HYDRANT,
 AE7306'AND 36.3 M (119.1 FT) WEST OF A POWER POLE WITH A REFERENCE TAG. MARK
 AE7306'IS 1 FOOT (0.3 M) HIGHER THAN THE ROAD. RALEIGH ANGUS BARN NORTHWEST
 AE7306'TANK IS VISIBLE AND THE GRID AZIMUTH IS--81-40-48.79.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8547 ***********************************************************************
 AC8547  SACS        -  This is a Secondary Airport Control Station.
 AC8547  DESIGNATION -  AVL AP STA A
 AC8547  PID         -  AC8547
 AC8547  STATE/COUNTY-  NC/BUNCOMBE
 AC8547  USGS QUAD   -  SKYLAND (1991)
 AC8547
 AC8547                         *CURRENT SURVEY CONTROL
 AC8547  ___________________________________________________________________
 AC8547* NAD 83(2007)-  35 26 33.01055(N)    082 32 42.45623(W)     ADJUSTED  
 AC8547* NAVD 88     -       658.006  (meters)    2158.81   (feet)  ADJUSTED  
 AC8547  ___________________________________________________________________
 AC8547  EPOCH DATE  -        2002.00
 AC8547  X           -     675,016.000 (meters)                     COMP
 AC8547  Y           -  -5,158,648.788 (meters)                     COMP
 AC8547  Z           -   3,678,336.861 (meters)                     COMP
 AC8547  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 AC8547  ELLIP HEIGHT-         628.040 (meters)          (02/10/07) ADJUSTED
 AC8547  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AC8547  DYNAMIC HT  -         657.326 (meters)    2156.58  (feet)  COMP
 AC8547
 AC8547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8547  Type    PID    Designation                      North   East  Ellip
 AC8547  -------------------------------------------------------------------
 AC8547  NETWORK AC8547 AVL AP STA A                      0.90   0.59   1.08
 AC8547  -------------------------------------------------------------------
 AC8547  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 AC8547
 AC8547  VERT ORDER  -  SECOND    CLASS II
 AC8547
 AC8547.This mark is at Asheville Airport (AVL)
 AC8547
 AC8547.The horizontal coordinates were established by GPS observations
 AC8547.and adjusted by the National Geodetic Survey in February 2007.
 AC8547
 AC8547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8547.The horizontal coordinates are valid at the epoch date displayed above.
 AC8547.The epoch date for horizontal control is a decimal equivalence
 AC8547.of Year/Month/Day.
 AC8547
 AC8547.The orthometric height was determined by differential leveling
 AC8547.and adjusted in October 2005.
 AC8547.No vertical observational check was made to the station.
 AC8547
 AC8547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8547
 AC8547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8547
 AC8547.The ellipsoidal height was determined by GPS observations
 AC8547.and is referenced to NAD 83.
 AC8547
 AC8547.The geoid height was determined by GEOID03.
 AC8547
 AC8547.The dynamic height is computed by dividing the NAVD 88
 AC8547.geopotential number by the normal gravity value computed on the
 AC8547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8547.degrees latitude (g = 980.6199 gals.).
 AC8547
 AC8547.The modeled gravity was interpolated from observed gravity values.
 AC8547
 AC8547;                    North         East     Units Scale Factor Converg.
 AC8547;SPC NC       -   193,495.932   287,832.618   MT  0.99987811   -2 02 46.1
 AC8547;SPC NC       -   634,827.90    944,330.85   sFT  0.99987811   -2 02 46.1
 AC8547;UTM  17      - 3,923,213.434   359,762.262   MT  0.99984236   -0 53 46.1
 AC8547
 AC8547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8547!SPC NC       -   0.99990143  x   0.99987811  =   0.99977956
 AC8547!UTM  17      -   0.99990143  x   0.99984236  =   0.99974381
 AC8547
 AC8547:                Primary Azimuth Mark                     Grid Az
 AC8547:SPC NC       -  AVL ARP 2                                163 23 38.1
 AC8547:UTM  17      -  AVL ARP 2                                162 14 38.1
 AC8547
 AC8547|---------------------------------------------------------------------|
 AC8547| PID    Reference Object                     Distance      Geod. Az  |
 AC8547|                                                           dddmmss.s |
 AC8547| AC8545 AVL ARP 2                           APPROX. 1.1 KM 1612052.0 |
 AC8547|---------------------------------------------------------------------|
 AC8547
 AC8547                          SUPERSEDED SURVEY CONTROL
 AC8547
 AC8547  NAD 83(2001)-  35 26 33.01042(N)    082 32 42.45614(W) AD(       ) 1
 AC8547  ELLIP H (11/24/03)  628.045  (m)                       GP(       ) 4 1
 AC8547  NAD 83(1995)-  35 26 33.01046(N)    082 32 42.45647(W) AD(       ) 1
 AC8547  ELLIP H (10/29/99)  628.043  (m)                       GP(       ) 4 1
 AC8547  NAD 83(1995)-  35 26 33.01042(N)    082 32 42.45643(W) AD(       ) 1
 AC8547  ELLIP H (07/01/99)  628.023  (m)                       GP(       ) 4 1
 AC8547
 AC8547.Superseded values are not recommended for survey control.
 AC8547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8547.See file dsdata.txt to determine how the superseded data were derived.
 AC8547
 AC8547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5976223213(NAD 83)
 AC8547_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8547_STAMPING: AP 1962 STA A
 AC8547_MARK LOGO: CGS   
 AC8547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8547+STABILITY: SURFACE MOTION
 AC8547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8547+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 AC8547
 AC8547  HISTORY     - Date     Condition        Report By
 AC8547  HISTORY     - 1962     MONUMENTED       CGS
 AC8547  HISTORY     - 19910615 GOOD             NGS
 AC8547  HISTORY     - 19990608 GOOD             NGS
 AC8547  HISTORY     - 20000323 GOOD             NCGS
 AC8547
 AC8547                          STATION DESCRIPTION
 AC8547
 AC8547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC8547'THE STATION IS LOCATED APPROXIMATELY 1500 FT (457.2 M) SOUTH OF RUNWAY
 AC8547'END 16, 133.9 FT (40.8 M) WEST OF THE CENTERLINE OF RUNWAY 16-34, 58.9
 AC8547'FT (18.0 M) WEST OF THE WEST EDGE OF THE RUNWAY, 64.7 FT (19.7 M)
 AC8547'SOUTHWEST OF RUNWAY LIGHT 2-20, 82.1 FT (25.0 M) NORTHWEST OF RUNWAY
 AC8547'LIGHT 2-21, 130 FT (39.6 M) EAST OF THE CROWN OF AN EARTH BANK AT THE
 AC8547'EDGE OF FILL, AND ON LINE WITH THE EXTENDED NORTH EDGE OF A CONNECTOR
 AC8547'TAXIWAY.  THE STATION IS A STANDARD USCGS TOPOGRAPHIC STATION DISK
 AC8547'STAMPED AP 1962 STA A SET IN A CONCRETE MONUMENT FLUSH WITH THE
 AC8547'GROUND.
 AC8547
 AC8547                          STATION RECOVERY (1999)
 AC8547
 AC8547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (ED)
 AC8547'THIS DESIGNATED AS THE SECONDARY AIRPORT CONTROL STATION. THE STATION
 AC8547'IS LOCATED IN THE GRASS AREA WEST OF RUNWAY 16-34 AT NORTH END OF
 AC8547'ASHEVILLE REGIONAL AIRPORT.TO GAIN ACCESS TO THE STATION CONTACT
 AC8547'DIRECTOR OF PUBLIC SAFETY AND OPERATIONS,JAMES G.  LYNCH,AT PHONE
 AC8547'NUMBER (828) 684-2226.  THE ADDRESS IS 708 AIRPORT ROAD ,
 AC8547'FLETCHER,N.C.  28732-9442.  FOR UNESCORTED ACCESS SIDA TRAINING IS
 AC8547'REQUIRED.OWNERSHIP-ASHEVILLE REGIONAL AIRPORT. TO REACH THE STATION
 AC8547'FROM THE OVERPASS AT I26 AND AIRPORT ROAD,TRAVEL SOUTH ON AIRPORT ROAD
 AC8547'FOR .15 MI (0.24 KM) TO THE AIRPORT TERMINAL ENTRANCE ROAD ON THE
 AC8547'RIGHT.  TURN ONTO TERMINAL ROAD AND TRAVEL .1 MI (0.2 KM) TO A SIDE
 AC8547'ROAD ON THE RIGHT.  TURN ONTO THE SIDE ROAD AND TRAVEL 500 FT (152.4
 AC8547'M) TO A GATE, CARDKEY REQUIRED.  PASS THROUGH THE GATE AND TRAVEL .15
 AC8547'MI (0.24 KM) WEST ACROSS APRON CROSSING THE TAXIWAY AND RUNWAY AT
 AC8547'MIDFIELD.  TURN NORTH AND TRAVEL .5 MI (0.8 KM) TO THE STATION ON THE
 AC8547'RIGHT. THE STATION IS A STANDARD US CGS TOPOGRAPHIC STATION
 AC8547'DISK,STAMPED AP 1962 STA 1962,SET IN A ROUND CONCRETE POST FLUSH WITH
 AC8547'THE GROUND.IT IS 125.1 FT (38.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AC8547'RUNWAY, 82.1 FT (25.0 M) WEST NORTHWEST OF A RUNWAY LIGHT, 64.7 FT
 AC8547'(19.7 M) SOUTHWEST OF A RUNWAY LIGHT, 130.0 FT (39.6 M) EAST OF THE
 AC8547'EARTH BANK AND 58.9 FT (18.0 M) WEST-SOUTHWEST OF THE WEST EDGE OF THE
 AC8547'RUNWAY.
 AC8547
 AC8547                          STATION RECOVERY (2000)
 AC8547
 AC8547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AC8547'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0494 ***********************************************************************
 FB0494  DESIGNATION -  AVL ARP
 FB0494  PID         -  FB0494
 FB0494  STATE/COUNTY-  NC/BUNCOMBE
 FB0494  USGS QUAD   -  SKYLAND (1991)
 FB0494
 FB0494                         *CURRENT SURVEY CONTROL
 FB0494  ___________________________________________________________________
 FB0494* NAD 83(1986)-  35 26 08.     (N)    082 32 26.     (W)     SCALED    
 FB0494* NAVD 88     -       651.425  (meters)    2137.22   (feet)  ADJUSTED  
 FB0494  ___________________________________________________________________
 FB0494  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB0494  DYNAMIC HT  -         650.750 (meters)    2135.00  (feet)  COMP
 FB0494  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 FB0494
 FB0494  VERT ORDER  -  SECOND    CLASS 0
 FB0494
 FB0494.This mark is at Asheville Airport (AVL)
 FB0494
 FB0494.The horizontal coordinates were scaled from a topographic map and have
 FB0494.an estimated accuracy of +/- 6 seconds.
 FB0494
 FB0494.The orthometric height was determined by differential leveling
 FB0494.and adjusted in June 1991.
 FB0494
 FB0494.The geoid height was determined by GEOID03.
 FB0494
 FB0494.The dynamic height is computed by dividing the NAVD 88
 FB0494.geopotential number by the normal gravity value computed on the
 FB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0494.degrees latitude (g = 980.6199 gals.).
 FB0494
 FB0494.The modeled gravity was interpolated from observed gravity values.
 FB0494
 FB0494;                    North         East    Units  Estimated Accuracy
 FB0494;SPC NC       -   192,710.      288,220.      MT  (+/- 180 meters Scaled)
 FB0494
 FB0494                          SUPERSEDED SURVEY CONTROL
 FB0494
 FB0494  NGVD 29 (??/??/92)  651.425  (m)         2137.22   (f) ADJ UNCH    2 0
 FB0494
 FB0494.Superseded values are not recommended for survey control.
 FB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0494.See file dsdata.txt to determine how the superseded data were derived.
 FB0494
 FB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV601224(NAD 83)
 FB0494_MARKER: DT = TOPOGRAPHIC STATION DISK
 FB0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0494_STAMPING: ARP 1962
 FB0494_MARK LOGO: CGS   
 FB0494_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0494+STABILITY: SURFACE MOTION
 FB0494
 FB0494  HISTORY     - Date     Condition        Report By
 FB0494  HISTORY     - 1962     MONUMENTED       CGS
 FB0494  HISTORY     - 1974     GOOD             NGS
 FB0494  HISTORY     - 20010426 SEE DESCRIPTION  NCGS
 FB0494
 FB0494                          STATION DESCRIPTION
 FB0494
 FB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FB0494'2.6 MI W FROM FLETCHER.
 FB0494'STATION IS LOCATED ABOUT 2.6 MILES WEST OF FLETCHER, NORTH
 FB0494'CAROLINA, AT ASHEVILLE AIRPORT, NEAR THE CENTER OF THE FIELD,
 FB0494'735.7 FT WEST OF THE AIRPORT BEACON ATOP THE CONTROL TOWER,
 FB0494'IN A SMALL GRASS AREA BOUNDED BY THE N-S, NW-SE, NE-SW TAXIWAYS, 248.6
 FB0494'FT EAST OF THE CENTERLINE OF RWY 16-34, 77 FT WEST OF THE CENTERLINE
 FB0494'OF THE N-S TAXIWAY, 88.7 FT NE OF CENTERLINE OF NW-SE TAXIWAY,
 FB0494'87.7 FT SE OF CENTERLINE OF NE-SW TAXIWAY, 71.7 FT NORTH OF THE
 FB0494'CENTERLINE OF A SQUARE METAL AND CONCRETE DRAIN IN SAME GRASS
 FB0494'AREA AS STATION, 67.7 FT SOUTH OF TAXIWAY LIGHT 244, 62.1 FT
 FB0494'NW OF TAXIWAY LIGHT 238, A STANDARD TOPOGRAPHIC DISK SET IN
 FB0494'CONCRETE AND TILE, FLUSH WITH THE GROUND AND STAMPED ARP 1962.
 FB0494
 FB0494                          STATION RECOVERY (1974)
 FB0494
 FB0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FB0494'RECOVERED IN GOOD CONDITION.
 FB0494
 FB0494                          STATION RECOVERY (2001)
 FB0494
 FB0494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB0494'THE STATION WAS NOT FOUND. THE GRASS AREA HAS BEEN PAVED OVER AND THE
 FB0494'STATION HAS BEEN COVERED IF IT STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8545 ***********************************************************************
 AC8545  HT_MOD      -  This is a Height Modernization Survey Station.
 AC8545  PACS        -  This is a Primary Airport Control Station.
 AC8545  DESIGNATION -  AVL ARP 2
 AC8545  PID         -  AC8545
 AC8545  STATE/COUNTY-  NC/BUNCOMBE
 AC8545  USGS QUAD   -  SKYLAND (1991)
 AC8545
 AC8545                         *CURRENT SURVEY CONTROL
 AC8545  ___________________________________________________________________
 AC8545* NAD 83(2007)-  35 26 00.67919(N)    082 32 29.12166(W)     ADJUSTED  
 AC8545* NAVD 88     -       651.38   (meters)    2137.1    (feet)  GPS OBS   
 AC8545  ___________________________________________________________________
 AC8545  EPOCH DATE  -        2002.00
 AC8545  X           -     675,423.789 (meters)                     COMP
 AC8545  Y           -  -5,159,172.640 (meters)                     COMP
 AC8545  Z           -   3,677,521.067 (meters)                     COMP
 AC8545  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 AC8545  ELLIP HEIGHT-         621.338 (meters)          (02/10/07) ADJUSTED
 AC8545  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AC8545
 AC8545  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8545  Type    PID    Designation                      North   East  Ellip
 AC8545  -------------------------------------------------------------------
 AC8545  NETWORK AC8545 AVL ARP 2                         0.51   0.35   0.71
 AC8545  -------------------------------------------------------------------
 AC8545
 AC8545.This mark is at Asheville Airport (AVL)
 AC8545
 AC8545.The horizontal coordinates were established by GPS observations
 AC8545.and adjusted by the National Geodetic Survey in February 2007.
 AC8545
 AC8545.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8545.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8545.The horizontal coordinates are valid at the epoch date displayed above.
 AC8545.The epoch date for horizontal control is a decimal equivalence
 AC8545.of Year/Month/Day.
 AC8545
 AC8545.The orthometric height was determined by GPS observations and a
 AC8545.high-resolution geoid model.
 AC8545.The orthometric height was determined by GPS observations and a
 AC8545.high-resolution geoid model using precise GPS observation and
 AC8545.processing techniques. It supersedes the leveled height previously
 AC8545.determined for this station.
 AC8545
 AC8545.GPS derived orthometric heights for airport stations designated as
 AC8545.PACS or SACS are published to 2 decimal places.  This maintains
 AC8545.centimeter relative accuracy between the PACS and SACS.  It does
 AC8545.not indicate centimeter accuracy relative to other marks which are
 AC8545.part of the NAVD 88 network.
 AC8545
 AC8545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8545
 AC8545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8545
 AC8545.The ellipsoidal height was determined by GPS observations
 AC8545.and is referenced to NAD 83.
 AC8545
 AC8545.The geoid height was determined by GEOID03.
 AC8545
 AC8545;                    North         East     Units Scale Factor Converg.
 AC8545;SPC NC       -   192,488.266   288,133.133   MT  0.99987760   -2 02 38.4
 AC8545;SPC NC       -   631,521.92    945,316.79   sFT  0.99987760   -2 02 38.4
 AC8545;UTM  17      - 3,922,212.039   360,082.931   MT  0.99984125   -0 53 37.7
 AC8545
 AC8545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8545!SPC NC       -   0.99990248  x   0.99987760  =   0.99978010
 AC8545!UTM  17      -   0.99990248  x   0.99984125  =   0.99974375
 AC8545
 AC8545|---------------------------------------------------------------------|
 AC8545| PID    Reference Object                     Distance      Geod. Az  |
 AC8545|                                                           dddmmss.s |
 AC8545| AI0271 AVL COMPASS ROSE CENTER PT          332.443 METERS 03759     |
 AC8545| AC8547 AVL AP STA A                        APPROX. 1.1 KM 3412059.7 |
 AC8545|---------------------------------------------------------------------|
 AC8545
 AC8545                          SUPERSEDED SURVEY CONTROL
 AC8545
 AC8545  NAD 83(2001)-  35 26 00.67907(N)    082 32 29.12157(W) AD(       ) B
 AC8545  ELLIP H (07/14/03)  621.343  (m)                       GP(       ) 3 1
 AC8545  NAD 83(1995)-  35 26 00.67911(N)    082 32 29.12190(W) AD(       ) B
 AC8545  ELLIP H (10/29/99)  621.341  (m)                       GP(       ) 3 1
 AC8545  NAD 83(1995)-  35 26 00.67907(N)    082 32 29.12186(W) AD(       ) B
 AC8545  ELLIP H (07/01/99)  621.321  (m)                       GP(       ) 3 1
 AC8545  NAVD 88 (10/31/05)  651.348  (m)         2136.96   (f) ADJUSTED    2 2
 AC8545
 AC8545.Superseded values are not recommended for survey control.
 AC8545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8545.See file dsdata.txt to determine how the superseded data were derived.
 AC8545
 AC8545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6008322212(NAD 83)
 AC8545_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8545_STAMPING: ARP-2 AVL 1974
 AC8545_MARK LOGO: CGS   
 AC8545_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8545+STABILITY: SURFACE MOTION
 AC8545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8545+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 AC8545
 AC8545  HISTORY     - Date     Condition        Report By
 AC8545  HISTORY     - 1974     MONUMENTED       NGS
 AC8545  HISTORY     - 19910615 GOOD             NGS
 AC8545  HISTORY     - 19990608 GOOD             NGS
 AC8545  HISTORY     - 20000322 GOOD             NCGS
 AC8545  HISTORY     - 20040815 GOOD             GEOMET
 AC8545
 AC8545                          STATION DESCRIPTION
 AC8545
 AC8545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC8545'THE STATION IS LOCATED IN THE GRASS AREA WEST OF RUNWAY 16-34 AND
 AC8545'SOUTH OF THE MIDFIELD TAXIWAY.  IT IS 225.1 FT (68.6 M) WEST-SOUTHWEST
 AC8545'OF THE CENTERLINE OF THE RUNWAY, 176.7 WEST-NORTHWEST OF RUNWAY LIGHT
 AC8545'1-38, 170.9 FT (52.1 M) SOUTHWEST OF RUNWAY LIGHT 1-40, AND 150.5 FT
 AC8545'(45.9 M) WEST-SOUTHWEST OF THE WEST EDGE OF THE RUNWAY.  THE STATION
 AC8545'IS A STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED ARP-2 AVL 1974,
 AC8545'SET IN A CYLINDRICAL CONCRETE POST FLUSH WITH THE GROUND.
 AC8545
 AC8545                          STATION RECOVERY (1999)
 AC8545
 AC8545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (ED)
 AC8545'THIS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.** THE STATION
 AC8545'IS LOCATED IN THE GRASS AREA WEST OF RUNWAY 16-34 AT MID FIELD OF
 AC8545'ASHEVILLE REGIONAL AIRPORT.TO GAIN ACCESS TO THE STATION CONTACT
 AC8545'DIRECTOR OF PUBLIC SAFETY AND OPERATIONS,JAMES G.  LYNCH,AT PHONE
 AC8545'NUMBER (828) 684-2226.  THE ADDRESS IS 708 AIRPORT ROAD ,
 AC8545'FLETCHER,N.C.  28732-9442.  FOR UNESCORTED ACCESS SIDA TRAINING IS
 AC8545'REQUIRED.OWNERSHIP-ASHEVILLE REGIONAL AIRPORT.** TO REACH THE STATION
 AC8545'FROM THE OVERPASS AT I26 AND AIRPORT ROAD,TRAVEL SOUTH ON AIRPORT ROAD
 AC8545'FOR .15 MI (0.24 KM) TO THE AIRPORT TERMINAL ENTRANCE ROAD ON THE
 AC8545'RIGHT.  TURN ONTO TERMINAL ROAD AND TRAVEL .1 MI (0.2 KM) TO A SIDE
 AC8545'ROAD ON THE RIGHT.  TURN ONTO THE SIDE ROAD AND TRAVEL 500 FT (152.4
 AC8545'M) TO A GATE, CARDKEY REQUIRED.  PASS THROUGH THE GATE AND TRAVEL .15
 AC8545'MI (0.24 KM) WEST ACROSS APRON CROSSING THE TAXIWAY AND RUNWAY AT
 AC8545'MIDFIELD.  TURN SOUTH AND TRAVEL .15 MI (0.24 KM) TO A RUNWAY LENGHT
 AC8545'MARKER AND THE STATION ON THE LEFT.** THE STATION IS A STANDARD US CGS
 AC8545'TOPOGRAPHIC STATION DISK,STAMPED ARP-2 AVL 1974,SET IN A ROUND
 AC8545'CONCRETE POST FLUSH WITH THE GROUND.IT IS 225.1 FT (68.6 M)
 AC8545'WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY, 176.7 FT (53.9 M) WEST
 AC8545'NORTHWEST OF A RUNWAY LIGHT, 92.8 FT (28.3 M) NORTHWEST OF A RUNWAY
 AC8545'LENGTH INDICATOR SIGN, 378.2 FT (115.3 M) EAST OF THE PERIMETER FENCE
 AC8545'AND 150.5 FT (45.9 M) WEST-SOUTHWEST OF THE WEST EDGE OF THE RUNWAY.
 AC8545
 AC8545                          STATION RECOVERY (2000)
 AC8545
 AC8545'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AC8545'RECOVERED AS DESCRIBED.
 AC8545
 AC8545                          STATION RECOVERY (2004)
 AC8545
 AC8545'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AC8545'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0121 ***********************************************************************
 AI0121  SACS        -  This is a Secondary Airport Control Station.
 AI0121  DESIGNATION -  AVL C
 AI0121  PID         -  AI0121
 AI0121  STATE/COUNTY-  NC/BUNCOMBE
 AI0121  USGS QUAD   -  SKYLAND (1991)
 AI0121
 AI0121                         *CURRENT SURVEY CONTROL
 AI0121  ___________________________________________________________________
 AI0121* NAD 83(2007)-  35 25 32.33575(N)    082 32 10.49861(W)     ADJUSTED  
 AI0121* NAVD 88     -       641.876  (meters)    2105.89   (feet)  ADJUSTED  
 AI0121  ___________________________________________________________________
 AI0121  EPOCH DATE  -        2002.00
 AI0121  X           -     675,954.371 (meters)                     COMP
 AI0121  Y           -  -5,159,606.093 (meters)                     COMP
 AI0121  Z           -   3,676,803.719 (meters)                     COMP
 AI0121  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 AI0121  ELLIP HEIGHT-         611.829 (meters)          (02/10/07) ADJUSTED
 AI0121  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AI0121  DYNAMIC HT  -         641.209 (meters)    2103.70  (feet)  COMP
 AI0121
 AI0121  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0121  Type    PID    Designation                      North   East  Ellip
 AI0121  -------------------------------------------------------------------
 AI0121  NETWORK AI0121 AVL C                             0.63   0.41   0.78
 AI0121  -------------------------------------------------------------------
 AI0121  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 AI0121
 AI0121  VERT ORDER  -  SECOND    CLASS II
 AI0121
 AI0121.This mark is at Asheville Airport (AVL)
 AI0121
 AI0121.The horizontal coordinates were established by GPS observations
 AI0121.and adjusted by the National Geodetic Survey in February 2007.
 AI0121
 AI0121.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0121.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0121.The horizontal coordinates are valid at the epoch date displayed above.
 AI0121.The epoch date for horizontal control is a decimal equivalence
 AI0121.of Year/Month/Day.
 AI0121
 AI0121.The orthometric height was determined by differential leveling
 AI0121.and adjusted in October 2005.
 AI0121.No vertical observational check was made to the station.
 AI0121
 AI0121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0121
 AI0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0121
 AI0121.The ellipsoidal height was determined by GPS observations
 AI0121.and is referenced to NAD 83.
 AI0121
 AI0121.The geoid height was determined by GEOID03.
 AI0121
 AI0121.The dynamic height is computed by dividing the NAVD 88
 AI0121.geopotential number by the normal gravity value computed on the
 AI0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0121.degrees latitude (g = 980.6199 gals.).
 AI0121
 AI0121.The modeled gravity was interpolated from observed gravity values.
 AI0121
 AI0121;                    North         East     Units Scale Factor Converg.
 AI0121;SPC NC       -   191,598.670   288,571.406   MT  0.99987718   -2 02 27.7
 AI0121;SPC NC       -   628,603.30    946,754.69   sFT  0.99987718   -2 02 27.7
 AI0121;UTM  17      - 3,921,331.454   360,538.958   MT  0.99983968   -0 53 26.2
 AI0121
 AI0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0121!SPC NC       -   0.99990398  x   0.99987718  =   0.99978117
 AI0121!UTM  17      -   0.99990398  x   0.99983968  =   0.99974367
 AI0121
 AI0121                          SUPERSEDED SURVEY CONTROL
 AI0121
 AI0121  NAD 83(2001)-  35 25 32.33563(N)    082 32 10.49852(W) AD(       ) 1
 AI0121  ELLIP H (11/24/03)  611.833  (m)                       GP(       ) 4 1
 AI0121  NAD 83(1995)-  35 25 32.33567(N)    082 32 10.49885(W) AD(       ) 1
 AI0121  ELLIP H (10/29/99)  611.831  (m)                       GP(       ) 4 1
 AI0121  NAD 83(1995)-  35 25 32.33563(N)    082 32 10.49881(W) AD(       ) 1
 AI0121  ELLIP H (07/01/99)  611.811  (m)                       GP(       ) 4 1
 AI0121
 AI0121.Superseded values are not recommended for survey control.
 AI0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0121.See file dsdata.txt to determine how the superseded data were derived.
 AI0121
 AI0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6053921331(NAD 83)
 AI0121_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0121_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI0121+WITH SETTING: PAVEMENT
 AI0121_SP_SET: DRILL HOLE IN CONC SIGN BASE
 AI0121_STAMPING: AVL C 1999
 AI0121_MARK LOGO: NGS   
 AI0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0121+STABILITY: SURFACE MOTION
 AI0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0121+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2000
 AI0121
 AI0121  HISTORY     - Date     Condition        Report By
 AI0121  HISTORY     - 1999     MONUMENTED       NGS
 AI0121  HISTORY     - 20000322 GOOD             NCGS
 AI0121
 AI0121                          STATION DESCRIPTION
 AI0121
 AI0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (ED)
 AI0121'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. THE
 AI0121'STATION IS LOCATED AT ASHEVILLE REGIONAL AIRPORT IN THE SOUTHEAST
 AI0121'SECTION OF THE AIRPORT ALONG A SERVICE ACCESS ROAD. TO GAIN ACCESS TO
 AI0121'THE STATION CONTACT DIRECTOR OF PUBLIC SAFETY AND OPERATIONS,JAMES G.
 AI0121'LYNCH,AT PHONE NUMBER (828) 684-2226.THE ADDRESS IS 708 AIRPORT
 AI0121'ROAD,FLETCHER,N.C.  28732-9442.  FOR UNESCORTED ACCESS,SIDA TRAINING
 AI0121'IS REQUIRED.  OWNERSHIP - ASHEVILLE REGIONAL AIRPORT. TO REACH THE
 AI0121'STATION FROM THE OVERPASS AT I26 AND AIRPORT ROAD,TRAVEL SOUTH ON
 AI0121'AIRPORT ROAD FOR .24 KM (0.15 MI) TO THE TERMINAL ENTRANCE ROAD ON THE
 AI0121'RIGHT.TURN ONTO TERMINAL ROAD AND TRAVEL SOUTH-SOUTHWEST FOR .2 KM
 AI0121'(0.10 MI) TO A SIDE ROAD ON THE NORTH SIDE OF TERMINAL. TURN RIGHT AND
 AI0121'TRAVEL WEST FOR 150 M (492.1 FT) TO A GATE, CARDKEY REQUIRED.PASS
 AI0121'THROUGH GATE AND TRAVEL WEST ACROSS APRON FOR .08 KM (0.05 MI) TO THE
 AI0121'PARALLEL TAXIWAY.TURN LEFT AND TRAVEL SOUTH FOR 1.0 KM (0.60 MI) TO A
 AI0121'SERVICE ROAD AND STATION AT THE END OF THE TAXIWAY. THE STATION IS A
 AI0121'NGS HORIZONTAL CONTROL DISK,STAMPED AVL C 1999,SET IN A DRILL HOLE IN
 AI0121'THE CONCRETE BASE OF A LIGHTED RUNWAY SIGN.IT IS 4.1 M (13.5 FT) EAST
 AI0121'OF THE SERVICE ROAD CENTERLINE, 1.0 M (3.3 FT) SOUTHEAST OF A LOW STOP
 AI0121'SIGN AND 35.1 M (115.2 FT) WEST OF A 1.8 M (5.9 FT) RADAR DISH ON A
 AI0121'POLE.
 AI0121
 AI0121                          STATION RECOVERY (2000)
 AI0121
 AI0121'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AI0121'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3151 ***********************************************************************
 FB3151  DESIGNATION -  AVL MFG
 FB3151  PID         -  FB3151
 FB3151  STATE/COUNTY-  NC/BUNCOMBE
 FB3151  USGS QUAD   -  WEAVERVILLE (1983)
 FB3151
 FB3151                         *CURRENT SURVEY CONTROL
 FB3151  ___________________________________________________________________
 FB3151* NAD 83(2001)-  35 39 23.02324(N)    082 34 55.85672(W)     ADJUSTED  
 FB3151* NAVD 88     -       692.6    (meters)    2272.     (feet)  VERTCON   
 FB3151  ___________________________________________________________________
 FB3151  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FB3151  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB3151  HORZ ORDER  -  SECOND
 FB3151
 FB3151.The horizontal coordinates were established by classical geodetic methods
 FB3151.and adjusted by the National Geodetic Survey in August 2005.
 FB3151
 FB3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3151
 FB3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3151
 FB3151.The geoid height was determined by GEOID03.
 FB3151
 FB3151;                    North         East     Units Scale Factor Converg.
 FB3151;SPC NC       -   217,330.038   285,326.834   MT  0.99989746   -2 04 03.1
 FB3151;SPC NC       -   713,023.63    936,109.79   sFT  0.99989746   -2 04 03.1
 FB3151;UTM  17      - 3,946,991.647   356,779.764   MT  0.99985277   -0 55 20.8
 FB3151
 FB3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3151!SPC NC       -   0.99989598  x   0.99989746  =   0.99979345
 FB3151!UTM  17      -   0.99989598  x   0.99985277  =   0.99974877
 FB3151
 FB3151|---------------------------------------------------------------------|
 FB3151| PID    Reference Object                     Distance      Geod. Az  |
 FB3151|                                                           dddmmss.s |
 FB3151| FB3165 SID                                 393.805 METERS 34508     |
 FB3151|---------------------------------------------------------------------|
 FB3151
 FB3151                          SUPERSEDED SURVEY CONTROL
 FB3151
 FB3151  NAD 83(1995)-  35 39 23.02102(N)    082 34 55.85757(W) AD(       ) 2
 FB3151  NAD 83(1986)-  35 39 23.03010(N)    082 34 55.85870(W) AD(       ) 2
 FB3151  NAD 27      -  35 39 22.63787(N)    082 34 56.38535(W) AD(       ) 2
 FB3151  NGVD 29 (07/19/86)  692.7    (m)         2273.     (f) VERT ANG    3  
 FB3151
 FB3151.Superseded values are not recommended for survey control.
 FB3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3151.See file dsdata.txt to determine how the superseded data were derived.
 FB3151
 FB3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5678046992(NAD 83)
 FB3151_MARKER: DE = TRAVERSE STATION DISK
 FB3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3151_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3151+STABILITY: SURFACE MOTION
 FB3151
 FB3151  HISTORY     - Date     Condition        Report By
 FB3151  HISTORY     - 1972     MONUMENTED       NCGS
 FB3151  HISTORY     - 1981     GOOD             NCGS
 FB3151
 FB3151                          STATION DESCRIPTION
 FB3151
 FB3151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB3151'AVL MFG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3151'THE VICINITY OF WOODFIN, NORTH CAROLINA.
 FB3151'
 FB3151'AVL MFG IS LOCATED APPROXIMATELY 1.7 MILES NORTH OF WOODFIN AND 4.5
 FB3151'MILES NNW OF ASHEVILLE. TO REACH STATION FROM THE US 19 AND 23
 FB3151'OVERPASS OF US 25 AND 70 APPROXIMATELY 2 MILES NORTH OF WOODFIN,
 FB3151'PROCEED SOUTH ALONG US 19 AND 23 FOR 0.5 MILE TO STATION ON LEFT,
 FB3151'0.75 MILE NORTH OF THE NEW BRIDGE-US 70 (E) UNDERPASS, ON THE EDGE OF
 FB3151'A 14 FOOT BANK, APPROXIMATELY 50 FEET NORTH OF THE SOUTH
 FB3151'END OF THE CUT, AND APPROXIMATELY 8 FEET WEST OF PROJECTION TO EAST
 FB3151'SIDE OF NORTH BOUND LANE (FROM SOUTH).
 FB3151'
 FB3151'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AVL MFG
 FB3151'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FB3151'FLUSH WITH THE GROUND.
 FB3151'
 FB3151'MARK IS
 FB3151'48.2 FEET E OF C/L
 FB3151'OF N BOUND LANE (SLOPE),
 FB3151'50.4 FEET W OF FENCE LINE ON E SIDE
 FB3151'OF HIGHWAY,
 FB3151'140.6 FEET NW OF 18 INCH POPLAR WITH ALUMINUM REF. TAG.
 FB3151
 FB3151                          STATION RECOVERY (1981)
 FB3151
 FB3151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3151'THE STATION WAS RECOVERED AT THIS DATE.
 FB3151'
 FB3151'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. MARK IS 4.0 FEET
 FB3151'WEST OF A 6 INCH PINE STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4327 ***********************************************************************
 FB4327  DESIGNATION -  AVLBASE CBL 000
 FB4327  PID         -  FB4327
 FB4327  STATE/COUNTY-  NC/BUNCOMBE
 FB4327  USGS QUAD   -  ASHEVILLE (1991)
 FB4327
 FB4327                         *CURRENT SURVEY CONTROL
 FB4327  ___________________________________________________________________
 FB4327* NAD 83(2001)-  35 34 27.35729(N)    082 30 59.18828(W)     NO CHECK  
 FB4327* NAVD 88     -       617.662  (meters)    2026.45   (feet)  ADJUSTED  
 FB4327  ___________________________________________________________________
 FB4327  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FB4327  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB4327  DYNAMIC HT  -         617.038 (meters)    2024.40  (feet)  COMP
 FB4327  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 FB4327
 FB4327  HORZ ORDER  -  SECOND
 FB4327  VERT ORDER  -  SECOND    CLASS I
 FB4327
 FB4327.The horizontal coordinates were established by classical geodetic methods
 FB4327.and adjusted by the National Geodetic Survey in August 2005.
 FB4327.No horizontal observational check was made to the station.
 FB4327
 FB4327.The orthometric height was determined by differential leveling
 FB4327.and adjusted in July 1998.
 FB4327
 FB4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4327
 FB4327.The geoid height was determined by GEOID03.
 FB4327
 FB4327.The dynamic height is computed by dividing the NAVD 88
 FB4327.geopotential number by the normal gravity value computed on the
 FB4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4327.degrees latitude (g = 980.6199 gals.).
 FB4327
 FB4327.The modeled gravity was interpolated from observed gravity values.
 FB4327
 FB4327;                    North         East     Units Scale Factor Converg.
 FB4327;SPC NC       -   208,011.537   290,952.811   MT  0.99988838   -2 01 46.5
 FB4327;SPC NC       -   682,451.18    954,567.68   sFT  0.99988838   -2 01 46.5
 FB4327;UTM  17      - 3,937,788.009   362,590.724   MT  0.99983268   -0 52 56.4
 FB4327
 FB4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4327!SPC NC       -   0.99990775  x   0.99988838  =   0.99979614
 FB4327!UTM  17      -   0.99990775  x   0.99983268  =   0.99974044
 FB4327
 FB4327                          SUPERSEDED SURVEY CONTROL
 FB4327
 FB4327  NAD 83(1995)-  35 34 27.35839(N)    082 30 59.18832(W) AD(       ) 2
 FB4327  NAD 83(1986)-  35 34 27.36381(N)    082 30 59.18871(W) AD(       ) 2
 FB4327  NAVD 88 (06/20/94)  617.668  (m)         2026.47   (f) UNKNOWN     2 1
 FB4327  NGVD 29 (03/11/98)  617.76   (m)         2026.8    (f) LEVELING    3  
 FB4327
 FB4327.Superseded values are not recommended for survey control.
 FB4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4327.See file dsdata.txt to determine how the superseded data were derived.
 FB4327
 FB4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6259137788(NAD 83)
 FB4327_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4327_SP_SET: CONCRETE POST
 FB4327_STAMPING: AVLBASE 000 1992
 FB4327_MARK LOGO: NCGS  
 FB4327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4327+STABILITY: SURFACE MOTION
 FB4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4327+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1998
 FB4327
 FB4327  HISTORY     - Date     Condition        Report By
 FB4327  HISTORY     - 1992     MONUMENTED       NCGS
 FB4327  HISTORY     - 19980225 GOOD             NCGS
 FB4327
 FB4327                          STATION DESCRIPTION
 FB4327
 FB4327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4327'STATION IS LOCATED IN ASHEVILLE NEAR THE ASHEVILLE MALL.  ALONG WOOD
 FB4327'AVENUE FOR 0.3 MI (0.5 KM) SOUTH FROM THE INTERSECTION OF US 74
 FB4327'(SOUTH TUNNEL ROAD) AND NC 81 (SWANNANOA RIVER ROAD), AT A FRAME
 FB4327'HOUSE (2 WOOD AVENUE), IN RIGHT-OF-WAY AT NORTHERN EDGE OF PROPERTY.
 FB4327'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 76.5 FT
 FB4327'(23.3 M) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 70.5 FT (21.5
 FB4327'M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 40.6 FT
 FB4327'(12.4 M) WEST-SOUTHWEST OF A RIGHT-OF-WAY FENCE BRACE POST, 6.8 FT
 FB4327'(2.1 M) SOUTHWEST OF A WITNESS POST, AND 13.6 FT (4.1 M)
 FB4327'EAST-SOUTHEAST OF A TELEPHONE POLE--P/4--WITH REFERENCE TAG.
 FB4327
 FB4327                          STATION RECOVERY (1998)
 FB4327
 FB4327'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4330 ***********************************************************************
 FB4330  DESIGNATION -  AVLBASE CBL 1020
 FB4330  PID         -  FB4330
 FB4330  STATE/COUNTY-  NC/BUNCOMBE
 FB4330  USGS QUAD   -  ASHEVILLE (1991)
 FB4330
 FB4330                         *CURRENT SURVEY CONTROL
 FB4330  ___________________________________________________________________
 FB4330* NAD 83(2001)-  35 34 52.81615(N)    082 31 25.06706(W)     NO CHECK  
 FB4330* NAVD 88     -       628.419  (meters)    2061.74   (feet)  ADJUSTED  
 FB4330  ___________________________________________________________________
 FB4330  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FB4330  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB4330  DYNAMIC HT  -         627.784 (meters)    2059.65  (feet)  COMP
 FB4330  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 FB4330
 FB4330  HORZ ORDER  -  SECOND
 FB4330  VERT ORDER  -  SECOND    CLASS I
 FB4330
 FB4330.The horizontal coordinates were established by classical geodetic methods
 FB4330.and adjusted by the National Geodetic Survey in August 2005.
 FB4330.No horizontal observational check was made to the station.
 FB4330
 FB4330.The orthometric height was determined by differential leveling
 FB4330.and adjusted in June 1994.
 FB4330
 FB4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4330
 FB4330.The geoid height was determined by GEOID03.
 FB4330
 FB4330.The dynamic height is computed by dividing the NAVD 88
 FB4330.geopotential number by the normal gravity value computed on the
 FB4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4330.degrees latitude (g = 980.6199 gals.).
 FB4330
 FB4330.The modeled gravity was interpolated from observed gravity values.
 FB4330
 FB4330;                    North         East     Units Scale Factor Converg.
 FB4330;SPC NC       -   208,818.690   290,329.523   MT  0.99988908   -2 02 01.4
 FB4330;SPC NC       -   685,099.32    952,522.78   sFT  0.99988908   -2 02 01.4
 FB4330;UTM  17      - 3,938,582.478   361,951.437   MT  0.99983485   -0 53 12.0
 FB4330
 FB4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4330!SPC NC       -   0.99990606  x   0.99988908  =   0.99979515
 FB4330!UTM  17      -   0.99990606  x   0.99983485  =   0.99974092
 FB4330
 FB4330                          SUPERSEDED SURVEY CONTROL
 FB4330
 FB4330  NAD 83(1995)-  35 34 52.81728(N)    082 31 25.06704(W) AD(       ) 2
 FB4330  NAD 83(1986)-  35 34 52.82287(N)    082 31 25.06715(W) AD(       ) 2
 FB4330  NAVD 88 (03/11/98)  628.42   (m)         2061.7    (f) LEVELING    3  
 FB4330  NGVD 29 (03/11/98)  628.51   (m)         2062.0    (f) LEVELING    3  
 FB4330
 FB4330.Superseded values are not recommended for survey control.
 FB4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4330.See file dsdata.txt to determine how the superseded data were derived.
 FB4330
 FB4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6195138582(NAD 83)
 FB4330_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4330_SP_SET: CONCRETE POST
 FB4330_STAMPING: AVLBASE 1020 1992
 FB4330_MARK LOGO: NCGS  
 FB4330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4330+STABILITY: SURFACE MOTION
 FB4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4330+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 FB4330
 FB4330  HISTORY     - Date     Condition        Report By
 FB4330  HISTORY     - 1992     MONUMENTED       NCGS
 FB4330  HISTORY     - 19980225 GOOD             NCGS
 FB4330  HISTORY     - 20050915 GOOD             USPSQD
 FB4330
 FB4330                          STATION DESCRIPTION
 FB4330
 FB4330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4330'STATION IS LOCATED IN ASHEVILLE NEAR THE ASHEVILLE MALL.  ALONG US 74
 FB4330'(SOUTH TUNNEL ROAD) FOR 0.3 MI (0.5 KM) NORTH FROM NC 81 (SWANNANOA
 FB4330'RIVER ROAD) TO ASHEVILLE FEDERAL BANK, BETWEEN BANK PARKING LOT AND
 FB4330'ROAD.  MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW
 FB4330'GROUND.  LOCATED 35.6 FT (10.9 M) EAST-NORTHEAST OF THE CENTERLINE OF
 FB4330'THE ROAD, 107.4 FT (32.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 FB4330'ACCESS ROAD BETWEEN BANK AND K-MART PLAZA, 51.5 FT (15.7 M)
 FB4330'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BANK BUILDING, 65.8 FT
 FB4330'(20.1 M) NORTHWEST OF THE CENTER OF A DRAINAGE GRATE, AND 32.9 FT
 FB4330'(10.0 M) SOUTHEAST OF A TRAFFIC SIGNAL POLE WITH REFERENCE TAG.
 FB4330
 FB4330                          STATION RECOVERY (1998)
 FB4330
 FB4330'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4330'RECOVERED AS DESCRIBED.
 FB4330
 FB4330                          STATION RECOVERY (2005)
 FB4330
 FB4330'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB4330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4328 ***********************************************************************
 FB4328  DESIGNATION -  AVLBASE CBL 150
 FB4328  PID         -  FB4328
 FB4328  STATE/COUNTY-  NC/BUNCOMBE
 FB4328  USGS QUAD   -  ASHEVILLE (1991)
 FB4328
 FB4328                         *CURRENT SURVEY CONTROL
 FB4328  ___________________________________________________________________
 FB4328* NAD 83(2001)-  35 34 31.10123(N)    082 31 02.99426(W)     NO CHECK  
 FB4328* NAVD 88     -       616.577  (meters)    2022.89   (feet)  ADJUSTED  
 FB4328  ___________________________________________________________________
 FB4328  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FB4328  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB4328  DYNAMIC HT  -         615.955 (meters)    2020.85  (feet)  COMP
 FB4328  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 FB4328
 FB4328  HORZ ORDER  -  SECOND
 FB4328  VERT ORDER  -  SECOND    CLASS I
 FB4328
 FB4328.The horizontal coordinates were established by classical geodetic methods
 FB4328.and adjusted by the National Geodetic Survey in August 2005.
 FB4328.No horizontal observational check was made to the station.
 FB4328
 FB4328.The orthometric height was determined by differential leveling
 FB4328.and adjusted in June 1994.
 FB4328
 FB4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4328
 FB4328.The geoid height was determined by GEOID03.
 FB4328
 FB4328.The dynamic height is computed by dividing the NAVD 88
 FB4328.geopotential number by the normal gravity value computed on the
 FB4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4328.degrees latitude (g = 980.6199 gals.).
 FB4328
 FB4328.The modeled gravity was interpolated from observed gravity values.
 FB4328
 FB4328;                    North         East     Units Scale Factor Converg.
 FB4328;SPC NC       -   208,130.233   290,861.137   MT  0.99988848   -2 01 48.7
 FB4328;SPC NC       -   682,840.61    954,266.91   sFT  0.99988848   -2 01 48.7
 FB4328;UTM  17      - 3,937,904.839   362,496.697   MT  0.99983299   -0 52 58.7
 FB4328
 FB4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4328!SPC NC       -   0.99990792  x   0.99988848  =   0.99979641
 FB4328!UTM  17      -   0.99990792  x   0.99983299  =   0.99974092
 FB4328
 FB4328                          SUPERSEDED SURVEY CONTROL
 FB4328
 FB4328  NAD 83(1995)-  35 34 31.10233(N)    082 31 02.99429(W) AD(       ) 2
 FB4328  NAD 83(1986)-  35 34 31.10777(N)    082 31 02.99463(W) AD(       ) 2
 FB4328  NAVD 88 (03/11/98)  616.58   (m)         2022.9    (f) LEVELING    3  
 FB4328  NGVD 29 (03/11/98)  616.67   (m)         2023.2    (f) LEVELING    3  
 FB4328
 FB4328.Superseded values are not recommended for survey control.
 FB4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4328.See file dsdata.txt to determine how the superseded data were derived.
 FB4328
 FB4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6249737905(NAD 83)
 FB4328_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4328_SP_SET: CONCRETE POST
 FB4328_STAMPING: AVLBASE 150 1992
 FB4328_MARK LOGO: NCGS  
 FB4328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4328+STABILITY: SURFACE MOTION
 FB4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4328+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 FB4328
 FB4328  HISTORY     - Date     Condition        Report By
 FB4328  HISTORY     - 1992     MONUMENTED       NCGS
 FB4328  HISTORY     - 19980225 GOOD             NCGS
 FB4328  HISTORY     - 20040324 GOOD             MAC
 FB4328  HISTORY     - 20060323 GOOD             USPSQD
 FB4328
 FB4328                          STATION DESCRIPTION
 FB4328
 FB4328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4328'STATION IS LOCATED IN ASHEVILLE NEAR THE ASHEVILLE MALL.  ALONG WOOD
 FB4328'AVENUE FOR 0.2 MI (0.3 KM) SOUTH FROM THE INTERSECTION OF US 74
 FB4328'(SOUTH TUNNEL ROAD) AND NC 81 (SWANNANOA RIVER ROAD), IN THE ROAD
 FB4328'SHOULDER NEAR DRAINAGE GRATE.  MARK IS ABOUT LEVEL WITH ROAD AND
 FB4328'RECESSED 2 INCHES BELOW GROUND.  LOCATED 27.1 FT (8.3 M) NORTHEAST OF
 FB4328'THE CENTERLINE OF THE ROAD, 14.5 FT (4.4 M) EAST OF THE CENTER OF THE
 FB4328'DRAINAGE GRATE, 32.0 FT (9.8 M) SOUTHWEST OF A CHAIN LINK
 FB4328'RIGHT-OF-WAY FENCE, 145.0 FT (44.2 M) SOUTHEAST OF A FIRE
 FB4328'HYDRANT--1356--(ACROSS ROAD), AND 3.5 FT (1.1 M) SOUTHWEST OF A
 FB4328'WITNESS POST.
 FB4328
 FB4328                          STATION RECOVERY (1998)
 FB4328
 FB4328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4328'RECOVERED AS DESCRIBED.
 FB4328
 FB4328                          STATION RECOVERY (2004)
 FB4328
 FB4328'RECOVERY NOTE BY MATTERN AND CRAIG 2004 (JAN)
 FB4328'WITNESS POST IS MISSING.
 FB4328
 FB4328                          STATION RECOVERY (2006)
 FB4328
 FB4328'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4329 ***********************************************************************
 FB4329  DESIGNATION -  AVLBASE CBL 410
 FB4329  PID         -  FB4329
 FB4329  STATE/COUNTY-  NC/BUNCOMBE
 FB4329  USGS QUAD   -  ASHEVILLE (1991)
 FB4329
 FB4329                         *CURRENT SURVEY CONTROL
 FB4329  ___________________________________________________________________
 FB4329* NAD 83(2007)-  35 34 37.59068(N)    082 31 09.59078(W)     ADJUSTED  
 FB4329* NAVD 88     -       615.781  (meters)    2020.27   (feet)  ADJUSTED  
 FB4329  ___________________________________________________________________
 FB4329  EPOCH DATE  -        2002.00
 FB4329  X           -     676,204.550 (meters)                     COMP
 FB4329  Y           -  -5,149,708.780 (meters)                     COMP
 FB4329  Z           -   3,690,470.452 (meters)                     COMP
 FB4329  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FB4329  ELLIP HEIGHT-         585.901 (meters)          (02/10/07) ADJUSTED
 FB4329  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB4329  DYNAMIC HT  -         615.160 (meters)    2018.24  (feet)  COMP
 FB4329
 FB4329  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4329  Type    PID    Designation                      North   East  Ellip
 FB4329  -------------------------------------------------------------------
 FB4329  NETWORK FB4329 AVLBASE CBL 410                   0.25   0.22   0.43
 FB4329  -------------------------------------------------------------------
 FB4329  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 FB4329
 FB4329  VERT ORDER  -  SECOND    CLASS I
 FB4329
 FB4329.The horizontal coordinates were established by GPS observations
 FB4329.and adjusted by the National Geodetic Survey in February 2007.
 FB4329
 FB4329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4329.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4329.The horizontal coordinates are valid at the epoch date displayed above.
 FB4329.The epoch date for horizontal control is a decimal equivalence
 FB4329.of Year/Month/Day.
 FB4329
 FB4329.The orthometric height was determined by differential leveling
 FB4329.and adjusted in June 1994.
 FB4329
 FB4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4329
 FB4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4329
 FB4329.The ellipsoidal height was determined by GPS observations
 FB4329.and is referenced to NAD 83.
 FB4329
 FB4329.The geoid height was determined by GEOID03.
 FB4329
 FB4329.The dynamic height is computed by dividing the NAVD 88
 FB4329.geopotential number by the normal gravity value computed on the
 FB4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4329.degrees latitude (g = 980.6199 gals.).
 FB4329
 FB4329.The modeled gravity was interpolated from observed gravity values.
 FB4329
 FB4329;                    North         East     Units Scale Factor Converg.
 FB4329;SPC NC       -   208,335.973   290,702.253   MT  0.99988866   -2 01 52.5
 FB4329;SPC NC       -   683,515.60    953,745.64   sFT  0.99988866   -2 01 52.5
 FB4329;UTM  17      - 3,938,107.346   362,333.736   MT  0.99983355   -0 53 02.7
 FB4329
 FB4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4329!SPC NC       -   0.99990805  x   0.99988866  =   0.99979672
 FB4329!UTM  17      -   0.99990805  x   0.99983355  =   0.99974161
 FB4329
 FB4329|---------------------------------------------------------------------|
 FB4329| PID    Reference Object                     Distance      Geod. Az  |
 FB4329|                                                           dddmmss.s |
 FB4329| FB3704 EMORY                               177.583 METERS 35822     |
 FB4329|---------------------------------------------------------------------|
 FB4329
 FB4329                          SUPERSEDED SURVEY CONTROL
 FB4329
 FB4329  NAD 83(2001)-  35 34 37.59073(N)    082 31 09.59083(W) AD(       ) 1
 FB4329  ELLIP H (03/13/03)  585.912  (m)                       GP(       ) 4 2
 FB4329  NAD 83(1995)-  35 34 37.59184(N)    082 31 09.59084(W) AD(       ) 1
 FB4329  NAD 83(1986)-  35 34 37.59733(N)    082 31 09.59112(W) AD(       ) 1
 FB4329  NAVD 88 (10/14/94)  615.78   (m)         2020.3    (f) LEVELING    3  
 FB4329  NGVD 29 (09/30/94)  615.9    (m)         2021.     (f) GPS OBS     3  
 FB4329
 FB4329.Superseded values are not recommended for survey control.
 FB4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4329.See file dsdata.txt to determine how the superseded data were derived.
 FB4329
 FB4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6233438107(NAD 83)
 FB4329_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4329_SP_SET: CONCRETE POST
 FB4329_STAMPING: AVLBASE 410 1992
 FB4329_MARK LOGO: NCGS  
 FB4329_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4329+STABILITY: SURFACE MOTION
 FB4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4329+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 FB4329
 FB4329  HISTORY     - Date     Condition        Report By
 FB4329  HISTORY     - 1992     MONUMENTED       NCGS
 FB4329  HISTORY     - 19980225 GOOD             NCGS
 FB4329  HISTORY     - 20050915 GOOD             USPSQD
 FB4329
 FB4329                          STATION DESCRIPTION
 FB4329
 FB4329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4329'STATION IS LOCATED IN ASHEVILLE NEAR THE ASHEVILLE MALL.  ALONG WOOD
 FB4329'AVENUE 310 FEET SOUTH OF THE INTERSECTION OF US 74 (SOUTH TUNNEL
 FB4329'ROAD) AND NC 81 (SWANNANOA RIVER ROAD), NEAR THE SOUTHEAST CORNER OF
 FB4329'THE BRIDGE OVER SWANNANOA RIVER, IN THE ROAD SHOULDER.  MARK IS ABOUT
 FB4329'LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND.  LOCATED 28.2 FT
 FB4329'(8.6 M) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 309.8 FT (94.4
 FB4329'M) SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 81, 28.0 FT (8.5 M)
 FB4329'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 2.5 FT (0.8 M)
 FB4329'WEST-SOUTHWEST OF THE GUARDRAIL, AND 8.0 FT (2.4 M) WEST-SOUTHWEST OF
 FB4329'A WITNESS POST.
 FB4329
 FB4329                          STATION RECOVERY (1998)
 FB4329
 FB4329'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4329'RECOVERED AS DESCRIBED.
 FB4329
 FB4329                          STATION RECOVERY (2005)
 FB4329
 FB4329'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB4329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF6906 ***********************************************************************
 DF6906  DESIGNATION -  AVOCA
 DF6906  PID         -  DF6906
 DF6906  STATE/COUNTY-  NC/BERTIE
 DF6906  USGS QUAD   -  WESTOVER (1978)
 DF6906
 DF6906                         *CURRENT SURVEY CONTROL
 DF6906  ___________________________________________________________________
 DF6906* NAD 83(2007)-  35 59 53.16874(N)    076 43 32.45537(W)     ADJUSTED  
 DF6906* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 DF6906  ___________________________________________________________________
 DF6906  EPOCH DATE  -        2002.00
 DF6906  X           -   1,186,205.871 (meters)                     COMP
 DF6906  Y           -  -5,028,069.752 (meters)                     COMP
 DF6906  Z           -   3,728,003.597 (meters)                     COMP
 DF6906  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DF6906  ELLIP HEIGHT-         -30.175 (meters)          (02/10/07) ADJUSTED
 DF6906  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 DF6906
 DF6906  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF6906  Type    PID    Designation                      North   East  Ellip
 DF6906  -------------------------------------------------------------------
 DF6906  NETWORK DF6906 AVOCA                             0.41   0.37   0.90
 DF6906  -------------------------------------------------------------------
 DF6906
 DF6906.The horizontal coordinates were established by GPS observations
 DF6906.and adjusted by the National Geodetic Survey in February 2007.
 DF6906
 DF6906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF6906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF6906.The horizontal coordinates are valid at the epoch date displayed above.
 DF6906.The epoch date for horizontal control is a decimal equivalence
 DF6906.of Year/Month/Day.
 DF6906
 DF6906.The orthometric height was determined by GPS observations and a
 DF6906.high-resolution geoid model.
 DF6906
 DF6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6906
 DF6906.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6906
 DF6906.The ellipsoidal height was determined by GPS observations
 DF6906.and is referenced to NAD 83.
 DF6906
 DF6906.The geoid height was determined by GEOID03.
 DF6906
 DF6906;                    North         East     Units Scale Factor Converg.
 DF6906;SPC NC       -   251,739.036   814,640.335   MT  0.99995731   +1 18 45.6
 DF6906;SPC NC       -   825,913.82  2,672,699.17   sFT  0.99995731   +1 18 45.6
 DF6906;UTM  18      - 3,985,114.982   344,457.320   MT  0.99989811   -1 00 52.2
 DF6906
 DF6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6906!SPC NC       -   1.00000474  x   0.99995731  =   0.99996205
 DF6906!UTM  18      -   1.00000474  x   0.99989811  =   0.99990285
 DF6906
 DF6906                          SUPERSEDED SURVEY CONTROL
 DF6906
 DF6906  NAD 83(1986)-  35 59 53.18206(N)    076 43 32.46637(W) AD(       ) 1
 DF6906  NAD 83(2001)-  35 59 53.16895(N)    076 43 32.45499(W) AD(       ) 1
 DF6906  ELLIP H (08/08/03)  -30.182  (m)                       GP(       ) 5 1
 DF6906
 DF6906.Superseded values are not recommended for survey control.
 DF6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6906.See file dsdata.txt to determine how the superseded data were derived.
 DF6906
 DF6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4445785115(NAD 83)
 DF6906_MARKER: DH = HORIZONTAL CONTROL DISK
 DF6906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6906_STAMPING: AVOCA 1998
 DF6906_MARK LOGO: NCGS  
 DF6906_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF6906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6906+STABILITY: SURFACE MOTION
 DF6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6906+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DF6906
 DF6906  HISTORY     - Date     Condition        Report By
 DF6906  HISTORY     - 1998     MONUMENTED       NCGS
 DF6906
 DF6906                          STATION DESCRIPTION
 DF6906
 DF6906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DF6906'STATION IS LOCATED ABOUT 12.7 MI (20.4 KM) EAST OF WINDSOR AND 2.7 MI
 DF6906'(4.3 KM) EAST OF MERRY HILL.
 DF6906'PROCEED ALONG NC 45 FOR 1.65 MI (2.66 KM) SOUTH FROM US 17 AT MIDWAY
 DF6906'TO SR 1502 CROSSROAD (JAMESTON ROAD(W)/AVOCA FARM ROAD(E)), THENCE
 DF6906'EAST ALONG SR 1502 FOR 3.05 MI, OR 0.9 MI (1.4 KM) EAST OF SR 1507
 DF6906'(PETERSON CHURCH ROAD) TO STATION, IN NORTH SHOULDER.
 DF6906'MARK IS ABOUT ONE FOOT LOWER THAN SR 1502 AND RECESSED ABOUT 6-INCHES
 DF6906'BELOW GROUND.
 DF6906'LOCATED 16.3 FT (5.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1502,
 DF6906'243.2 FT (74.1 M) EAST-SOUTHEAST OF THE EAST END OF A FIELD ROAD
 DF6906'CULVERT, 211.3 FT (64.4 M) WEST OF THE NORTH END OF A CULVERT UNDER SR
 DF6906'1502, 253.5 FT (77.3 M) WEST-NORTHWEST OF A TELEPHONE PEDESTAL AND
 DF6906'50.9 FT (15.5 M) SOUTH-SOUTHWEST OF POWER POLE(72)WITH ALUMINUM
 DF6906'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3061 ***********************************************************************
 EZ3061  DESIGNATION -  AVON
 EZ3061  PID         -  EZ3061
 EZ3061  STATE/COUNTY-  NC/CHATHAM
 EZ3061  USGS QUAD   -  SILK HOPE (1974)
 EZ3061
 EZ3061                         *CURRENT SURVEY CONTROL
 EZ3061  ___________________________________________________________________
 EZ3061* NAD 83(2001)-  35 49 37.50435(N)    079 18 38.67146(W)     ADJUSTED  
 EZ3061* NAVD 88     -       170.6    (meters)     560.     (feet)  VERTCON   
 EZ3061  ___________________________________________________________________
 EZ3061  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 EZ3061  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 EZ3061  HORZ ORDER  -  SECOND
 EZ3061
 EZ3061.The horizontal coordinates were established by classical geodetic methods
 EZ3061.and adjusted by the National Geodetic Survey in August 2005.
 EZ3061
 EZ3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3061
 EZ3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3061
 EZ3061.The geoid height was determined by GEOID03.
 EZ3061
 EZ3061;                    North         East     Units Scale Factor Converg.
 EZ3061;SPC NC       -   230,459.567   581,524.744   MT  0.99992290   -0 10 45.7
 EZ3061;SPC NC       -   756,099.43  1,907,885.76   sFT  0.99992290   -0 10 45.7
 EZ3061;UTM  17      - 3,966,086.754   652,587.490   MT  0.99988690   +0 59 20.3
 EZ3061
 EZ3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3061!SPC NC       -   0.99997803  x   0.99992290  =   0.99990093
 EZ3061!UTM  17      -   0.99997803  x   0.99988690  =   0.99986493
 EZ3061
 EZ3061|---------------------------------------------------------------------|
 EZ3061| PID    Reference Object                     Distance      Geod. Az  |
 EZ3061|                                                           dddmmss.s |
 EZ3061| EZ3062 FLOWER                              391.657 METERS 28124     |
 EZ3061|---------------------------------------------------------------------|
 EZ3061
 EZ3061                          SUPERSEDED SURVEY CONTROL
 EZ3061
 EZ3061  NAD 83(1986)-  35 49 37.50806(N)    079 18 38.68395(W) AD(       ) 2
 EZ3061  NAD 27      -  35 49 36.99753(N)    079 18 39.62479(W) AD(       ) 2
 EZ3061  NGVD 29 (07/19/86)  170.8    (m)          560.     (f) VERT ANG    3  
 EZ3061
 EZ3061.Superseded values are not recommended for survey control.
 EZ3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3061.See file dsdata.txt to determine how the superseded data were derived.
 EZ3061
 EZ3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5258766087(NAD 83)
 EZ3061_MARKER: DE = TRAVERSE STATION DISK
 EZ3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3061_STAMPING: AVON 1970
 EZ3061_MARK LOGO: NCGS  
 EZ3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3061+STABILITY: SURFACE MOTION
 EZ3061
 EZ3061  HISTORY     - Date     Condition        Report By
 EZ3061  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3061  HISTORY     - 1985     GOOD             USPSQD
 EZ3061  HISTORY     - 1987     GOOD             USPSQD
 EZ3061
 EZ3061                          STATION DESCRIPTION
 EZ3061
 EZ3061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3061'AVON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3061'VICINITY OF SOUTH BURLINGTON, NORTH CAROLINA.
 EZ3061'
 EZ3061'AVON IS LOCATED APPROXIMATELY 10.4 MILES NORTHWEST OF PITTSBORO AND
 EZ3061'4.7 MILES NORTHEAST OF SILK HOPE.  TO REACH STATION PROCEED FROM THE
 EZ3061'INTERSECTION OF SR 1553 AND SR 1549, GO EAST ON SR 1549 FOR 0.3
 EZ3061'MILE TO STATION ON RIGHT NEAR MIDDLE OF CURVE AND APPROXIMATELY 100
 EZ3061'FEET WEST OF LANE LEADING NORTH AT EDGE OF TREE LINE, AND 1.5 MILE
 EZ3061'WEST OF INTERSECTION OF SR 1553 AND SR 1552.
 EZ3061'
 EZ3061'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AVON
 EZ3061'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ3061'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3061'
 EZ3061'MARK IS
 EZ3061'14.2 FEET SSW OF C/L OF SR 1553.
 EZ3061'49.5 FEET NW OF PP NO. 3742 WITH ALUMINUM REF. TAG.
 EZ3061'70.3 FEET SW OF PP NO. 3741 WITH ALUMINUM REF. TAG.
 EZ3061'163.5 FEET ENE OF W END OF CULVERT ON S SIDE OF SR 1553.
 EZ3061'161.5 FEET E OF W END OF CULVERT ON N SIDE OF SR 1553.
 EZ3061'173.8 FEET ENE OF C/L OF LANE.
 EZ3061
 EZ3061                          STATION RECOVERY (1985)
 EZ3061
 EZ3061'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ3061'AVON 1970 FOUND GOOD, RECOVERED AS DESCRIBED.
 EZ3061
 EZ3061                          STATION RECOVERY (1987)
 EZ3061
 EZ3061'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ3061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0324 ***********************************************************************
 EX0324  DESIGNATION -  AVON
 EX0324  PID         -  EX0324
 EX0324  STATE/COUNTY-  NC/DARE
 EX0324  USGS QUAD   -  BUXTON (1983)
 EX0324
 EX0324                         *CURRENT SURVEY CONTROL
 EX0324  ___________________________________________________________________
 EX0324* NAD 83(2001)-  35 21 29.81590(N)    075 30 07.09607(W)     ADJUSTED  
 EX0324* NAVD 88     -         1.1    (meters)       4.     (feet)  VERT ANG  
 EX0324  ___________________________________________________________________
 EX0324  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EX0324  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0324  HORZ ORDER  -  SECOND
 EX0324
 EX0324.The horizontal coordinates were established by classical geodetic methods
 EX0324.and adjusted by the National Geodetic Survey in August 2005.
 EX0324
 EX0324.The orthometric height was determined by vertical angle observations.
 EX0324
 EX0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0324
 EX0324.The geoid height was determined by GEOID03.
 EX0324
 EX0324;                    North         East     Units Scale Factor Converg.
 EX0324;SPC NC       -   184,007.128   927,425.984   MT  0.99987431   +2 01 08.2
 EX0324;SPC NC       -   603,696.72  3,042,730.08   sFT  0.99987431   +2 01 08.2
 EX0324;UTM  18      - 3,912,891.984   454,394.665   MT  0.99962563   -0 17 25.8
 EX0324
 EX0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0324!SPC NC       -   1.00000591  x   0.99987431  =   0.99988022
 EX0324!UTM  18      -   1.00000591  x   0.99962563  =   0.99963154
 EX0324
 EX0324:                Primary Azimuth Mark                     Grid Az
 EX0324:SPC NC       -  ROUTE 1001 STA 1861+00 PI                014 27 46.2
 EX0324:UTM  18      -  ROUTE 1001 STA 1861+00 PI                016 46 20.2
 EX0324
 EX0324|---------------------------------------------------------------------|
 EX0324| PID    Reference Object                     Distance      Geod. Az  |
 EX0324|                                                           dddmmss.s |
 EX0324| EX0861 ROUTE 1001 STA 1861+00 PI                          0162854.4 |
 EX0324| EX0710 AVON RM 1                            17.375 METERS 01632     |
 EX0324| EX0329 DUNE                                193.981 METERS 08826     |
 EX0324| EX0337 MP 35.5                              29.078 METERS 09017     |
 EX0324|---------------------------------------------------------------------|
 EX0324
 EX0324                          SUPERSEDED SURVEY CONTROL
 EX0324
 EX0324  NAD 83(1986)-  35 21 29.82973(N)    075 30 07.10392(W) AD(       ) 2
 EX0324  NAD 27      -  35 21 29.18880(N)    075 30 08.55528(W) AD(       ) 2
 EX0324  NGVD 29 (07/19/86)    3.0    (m)           10.     (f) VERT ANG    3  
 EX0324
 EX0324.Superseded values are not recommended for survey control.
 EX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0324.See file dsdata.txt to determine how the superseded data were derived.
 EX0324
 EX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5439512892(NAD 83)
 EX0324_MARKER: DE = TRAVERSE STATION DISK
 EX0324_SETTING: 0 = UNSPECIFIED SETTING
 EX0324_STAMPING: AVON 1962
 EX0324_MARK LOGO: CGS   
 EX0324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0324+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 EX0324
 EX0324  HISTORY     - Date     Condition        Report By
 EX0324  HISTORY     - 1962     MONUMENTED       CGS
 EX0324  HISTORY     - 1964     GOOD             CGS
 EX0324  HISTORY     - 1975     GOOD             NGS
 EX0324  HISTORY     - 1979     GOOD             NOS
 EX0324  HISTORY     - 19850101 GOOD             NCGS
 EX0324  HISTORY     - 19870430 GOOD             USPSQD
 EX0324  HISTORY     - 20000620 GOOD             NCDOT
 EX0324
 EX0324                          STATION DESCRIPTION
 EX0324
 EX0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0324'STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY NO. 1001
 EX0324'ABOUT 8 MILES NORTH OF THE CAPE HATTERAS LIGHTHOUSE AND ABOUT 1
 EX0324'MILE NORTHEAST OF THE VILLAGE OF AVON.  STATION, A STANDARD DISK
 EX0324'CLAMPED TO THE TOP OF A 1 INCH WELD ROD WHICH IS SET IN A 2 INCH
 EX0324'GALVANIZED PIPE IS 70-1/2 FEET SOUTHEAST OF A UTILITY POLE, 49
 EX0324'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY AND 4.3
 EX0324'FEET WEST OF A METAL WITNESS POST WITH SIGN.  THE ROD IS EMBEDDED
 EX0324'32 FEET IN THE GROUND, THE DISK IS STAMPED AVON 1962 AND
 EX0324'PROJECTS 8 INCHES.
 EX0324'
 EX0324'TO REACH FROM THE JUNCTION OF COUNTY ROUTE 1224 AND STATE ROUTE
 EX0324'1001 IN THE NORTHEAST EDGE OF THE VILLAGE OF AVON, GO NORTH ON
 EX0324'STATE ROUTE 1001 FOR 0.45 MILE TO STATION ON LEFT (WEST) SIDE OF
 EX0324'HIGHWAY AS DESCRIBED.  CONTINUE NORTHERLY ON STATE ROUTE 1001 FOR
 EX0324'0.25 MILE TO U.S.D.I. P.I. 1861+00 (N.P.S.) (AZIMUTH MARK) ON
 EX0324'RIGHT (EAST) SIDE OF HIGHWAY AS DESCRIBED.
 EX0324'
 EX0324'REFERENCE MARK NO. 1, A STANDARD DISK CLAMPED TO THE TOP OF A
 EX0324'1 INCH WELD ROD WHICH IS SET IN A 2 INCH GALVANIZED PIPE AND
 EX0324'EMBEDDED IN THE GROUND IS 45 FEET WEST OF THE APPROXIMATE
 EX0324'CENTERLINE OF HIGHWAY, 66-1/2 FEET EAST-NORTHEAST OF A UTILITY POLE
 EX0324'AND 57-1/2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 8
 EX0324'INCHES AND THE DISK IS STAMPED AVON NO 1 1962.
 EX0324'
 EX0324'U.S.D.I. M.P. 35.0 N.P.S. (REFERENCE MARK NO. 2) IS A DEPARTMENT OF
 EX0324'INTERIOR PARK SERVICE DISK SET IN THE TOP OF AN 8 INCH CONCRETE
 EX0324'CYLINDER WHICH IS 44-1/2 FEET EAST OF THE APPROXIMATE CENTERLINE
 EX0324'OF THE HIGHWAY AND PROJECTS 20 INCHES.
 EX0324'
 EX0324'U.S.D.I. P.I. 1861+00 N.P.S. (AZIMUTH MARK) IS A DEPARTMENT OF
 EX0324'INTERIOR PARK SERVICE DISK SET IN THE TOP OF AN 8 INCH CONCRETE
 EX0324'CYLINDER WHICH IS ABOUT 41-1/2 FEET EAST OF THE APPROXIMATE
 EX0324'CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 18 INCHES.
 EX0324'
 EX0324'R.M. 2 IS LOCATED ALONG THE EAST SIDE OF NORTH CAROLINA STATE
 EX0324'HIGHWAY NO. 12, ABOUT 8 MILES NORTH OF THE CAPE HATTERAS LIGHTHOUSE
 EX0324'AND APPROXIMATELY 1 MILE NORTHEAST OF THE VILLAGE OF AVON.
 EX0324'
 EX0324'R.M. 2 IS A STANDARD DISK EMBEDDED IN THE TOP OF A 12 IN X 12 IN
 EX0324'CONCRETE PAD WHICH PROJECTS 3 IN ABOVE THE GROUND.  THE STATION IS
 EX0324'592 FEET SSE FROM TRIANGULATION STATION AVON 1962 AND IS 183 FEET
 EX0324'EAST FROM THE HIGHWAY CENTERLINE.
 EX0324'
 EX0324'HEIGHT OF LIGHT ABOVE STATION MARK 18.20 METERS.
 EX0324
 EX0324                          STATION RECOVERY (1964)
 EX0324
 EX0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GWM)
 EX0324'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN EXCELLENT
 EX0324'CONDITION WITH THE FOLLOWING EXCEPTIONS.
 EX0324'
 EX0324'P.I. 1861+00 (N.P.S.) MARK IS 0.25 MILE NORTH OF THE STATION, NOT
 EX0324'0.5 MILE AS STATED IN 1962.  M.P. 35.0 (N.P.S.) MARK E OF THE
 EX0324'STATION IS M.P. 35.5, NOT 35.0 AS STATED IN 1962.  HIGHWAY NO. 1001
 EX0324'HAS BEEN CHANGED TO HIGHWAY 12.
 EX0324
 EX0324                          STATION RECOVERY (1975)
 EX0324
 EX0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0324'STATION MARK, U.S.D.I. M.P. 35.0 N.P.S., U.S.D.I. P.I. 1861+00
 EX0324'N.P.S. USED AS THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 EX0324'
 EX0324'REFERENCE MARK NO 1 WAS FOUND DESTROYED AND THE ROD IS BADLY BENT
 EX0324'AND IT IS BURIED ABOUT 8 INCHES BELOW THE GROUND LEVEL.
 EX0324'
 EX0324'THE STATION MARK WAS FOUND TO BE 49 FEET WEST OF THE CENTER LINE
 EX0324'OF STATE ROAD 12, 10 FEET NORTHEAST OF THE BASE OF A STEEL SIGN,
 EX0324'STRATFORD AT AVON THEATRE, 1 FOOT EAST OF A 4 INCH SQUARE CONCRETE
 EX0324'POST AND THE MARK IS PROJECTING ABOUT 1 FOOT.
 EX0324'
 EX0324'R.M. 2 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD CONDITION.
 EX0324'
 EX0324'IT WAS FOUND TO BE 183 FEET EAST OF THE CENTER LINE OF STATE
 EX0324'ROAD 12, 140 FEET EAST SOUTHEAST OF POWER POLE 973-SPPH-635, 75
 EX0324'FEET SOUTH OF THE CENTER LINE OF A PAVED STREET AND IS ABOUT FLUSH
 EX0324'WITH THE GROUND LEVEL.
 EX0324
 EX0324                          STATION RECOVERY (1979)
 EX0324
 EX0324'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 EX0324'RECOVERED AS DESCRIBED IN RECOVERY NOTE BY E.A. BEAUCHAMP
 EX0324'IN 1975.
 EX0324'REFERENCE MARKS WERE NOT SEARCHED FOR.
 EX0324
 EX0324                          STATION RECOVERY (1985)
 EX0324
 EX0324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0324'STATION WAS FOUND IN GOOD CONDITION.  AZIMUTH MARK AND RM 2 WERE
 EX0324'SEARCHED FOR BUT NOT RECOVERED DUE TO THE LACK OF ADEQUATE REFERENCES.
 EX0324'GENERAL DESCRIPTION IS ADEQUATE, NEW REFERENCES WERE MADE AND ARE AS
 EX0324'FOLLOWS. MARK PROJECTS 5 INCHES ABOVE GROUND AND IS ABOUT 1-FOOT
 EX0324'HIGHER THAN NC 12. LOCATED 15.0 M (49.2 FT) WEST OF THE CENTERLINE OF
 EX0324'NC 12, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF AN ASPHALT DRIVEWAY,
 EX0324'20.4 M (66.9 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 19.8 M
 EX0324'(65.0 FT) EAST OF THE SOUTHEAST CORNER OF A STORE, AND 18.6 M (61.0
 EX0324'FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A STORE.
 EX0324
 EX0324                          STATION RECOVERY (1987)
 EX0324
 EX0324'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EX0324'RECOVERED IN GOOD CONDITION.
 EX0324
 EX0324                          STATION RECOVERY (2000)
 EX0324
 EX0324'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0348 ***********************************************************************
 EX0348  DESIGNATION -  AVON WATER TANK
 EX0348  PID         -  EX0348
 EX0348  STATE/COUNTY-  NC/DARE
 EX0348  USGS QUAD   -  BUXTON (1983)
 EX0348
 EX0348                         *CURRENT SURVEY CONTROL
 EX0348  ___________________________________________________________________
 EX0348* NAD 83(2001)-  35 21 08.79712(N)    075 30 17.30165(W)     ADJUSTED  
 EX0348* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 EX0348  ___________________________________________________________________
 EX0348  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EX0348  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0348  HORZ ORDER  -  SECOND
 EX0348
 EX0348.The horizontal coordinates were established by classical geodetic methods
 EX0348.and adjusted by the National Geodetic Survey in August 2005.
 EX0348
 EX0348.The orthometric height was scaled from a topographic map.
 EX0348
 EX0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0348
 EX0348.The geoid height was determined by GEOID03.
 EX0348
 EX0348;                    North         East     Units Scale Factor Converg.
 EX0348;SPC NC       -   183,350.768   927,191.318   MT  0.99987413   +2 01 02.4
 EX0348;SPC NC       -   601,543.31  3,041,960.18   sFT  0.99987413   +2 01 02.4
 EX0348;UTM  18      - 3,912,245.774   454,133.805   MT  0.99962592   -0 17 31.5
 EX0348
 EX0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0348!SPC NC       -   1.00000609  x   0.99987413  =   0.99988022
 EX0348!UTM  18      -   1.00000609  x   0.99962592  =   0.99963200
 EX0348
 EX0348                          SUPERSEDED SURVEY CONTROL
 EX0348
 EX0348  NAD 83(1986)-  35 21 08.81134(N)    075 30 17.30755(W) AD(       ) 2
 EX0348  NAD 83(1986)-  35 21 08.80890(N)    075 30 17.31119(W) AD(       ) 4
 EX0348  NAD 27      -  35 21 08.16889(N)    075 30 18.76252(W) AD(       ) 3
 EX0348
 EX0348.Superseded values are not recommended for survey control.
 EX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0348.See file dsdata.txt to determine how the superseded data were derived.
 EX0348
 EX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5413412246(NAD 83)
 EX0348_MARKER: 53 = ELEVATED TANK
 EX0348
 EX0348  HISTORY     - Date     Condition        Report By
 EX0348  HISTORY     - 1985     FIRST OBSERVED   NCGS
 EX0348
 EX0348                          STATION DESCRIPTION
 EX0348
 EX0348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0348'TANK IS LOCATED IN THE AVON COMMUNITY. PROCEED ALONG NC 12 FOR 0.2 KM
 EX0348'(0.10 MI) SOUTH OF THE AVON POST OFFICE, TO HARBOUR ROAD (SR 1224),
 EX0348'THENCE EAST ALONG HARBOUR ROAD FOR 0.2 KM (0.10 MI) TO STATION, ON THE
 EX0348'SOUTH SIDE OF THE ROAD. POINT OF INTERSECTION IS THE CAP WITH A LIGHT
 EX0348'ON TOP OF AN ELEVATED TANK WHICH IS 150 FEET (45.7 M) HIGH AND HAS
 EX0348'FOUR LEGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6074 ***********************************************************************
 AA6074  DESIGNATION -  AVONDALE
 AA6074  PID         -  AA6074
 AA6074  STATE/COUNTY-  NC/BUNCOMBE
 AA6074  USGS QUAD   -  OTEEN (1990)
 AA6074
 AA6074                         *CURRENT SURVEY CONTROL
 AA6074  ___________________________________________________________________
 AA6074* NAD 83(2001)-  35 33 38.58533(N)    082 29 20.35173(W)     ADJUSTED  
 AA6074* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 AA6074  ___________________________________________________________________
 AA6074  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA6074  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AA6074  HORZ ORDER  -  SECOND
 AA6074
 AA6074.The horizontal coordinates were established by classical geodetic methods
 AA6074.and adjusted by the National Geodetic Survey in August 2005.
 AA6074
 AA6074.The orthometric height was scaled from a topographic map.
 AA6074
 AA6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6074
 AA6074.The geoid height was determined by GEOID03.
 AA6074
 AA6074;                    North         East     Units Scale Factor Converg.
 AA6074;SPC NC       -   206,421.713   293,386.815   MT  0.99988708   -2 00 49.5
 AA6074;SPC NC       -   677,235.24    962,553.24   sFT  0.99988708   -2 00 49.5
 AA6074;UTM  17      - 3,936,247.337   365,055.931   MT  0.99982440   -0 51 57.9
 AA6074
 AA6074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6074!SPC NC       -   0.99990408  x   0.99988708  =   0.99979117
 AA6074!UTM  17      -   0.99990408  x   0.99982440  =   0.99972849
 AA6074
 AA6074                          SUPERSEDED SURVEY CONTROL
 AA6074
 AA6074  NAD 83(1995)-  35 33 38.58722(N)    082 29 20.35142(W) AD(       ) 2
 AA6074  NAD 83(1986)-  35 33 38.59261(N)    082 29 20.35043(W) AD(       ) 2
 AA6074
 AA6074.Superseded values are not recommended for survey control.
 AA6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6074.See file dsdata.txt to determine how the superseded data were derived.
 AA6074
 AA6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6505636247(NAD 83)
 AA6074_MARKER: DE = TRAVERSE STATION DISK
 AA6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6074_SP_SET: CONCRETE POST
 AA6074_STAMPING: AVONDALE 1984
 AA6074_MARK LOGO: NCGS  
 AA6074_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6074+STABILITY: SURFACE MOTION
 AA6074
 AA6074  HISTORY     - Date     Condition        Report By
 AA6074  HISTORY     - 1984     MONUMENTED       NCGS
 AA6074
 AA6074                          STATION DESCRIPTION
 AA6074
 AA6074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6074'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF ASHEVILLE. ALONG
 AA6074'US 74 FOR 0.6 MI (1.0 KM) SOUTHEAST OF THE I-40 OVERPASS, OR 0.1 MI
 AA6074'(0.2 KM) NORTHWEST OF SR 2835 (HEMPHILL ROAD). MARK IS FLUSH WITH
 AA6074'GROUND AND 1 FOOT HIGHER THAN US 74.  LOCATED 16.6 FT (5.1 M)
 AA6074'NORTH-NORTHEAST OF THE CENTERLINE OF US 74, 7.8 FT (2.4 M)
 AA6074'WEST-NORTHWEST OF 24-INCH CONCRETE DRAINAGE PIPE, 16.6 FT (5.1 M)
 AA6074'EAST-SOUTHEAST OF CENTER OF IRON WATER METER COVER, 25.9 FT (7.9 M)
 AA6074'SOUTHEAST OF 14-INCH WHITE OAK, AND 21.4 FT (6.5 M) SOUTH-SOUTHWEST OF
 AA6074'STONE RETAINING WALL OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8952 ***********************************************************************
 AI8952  DESIGNATION -  AVY 1
 AI8952  PID         -  AI8952
 AI8952  STATE/COUNTY-  NC/AVERY
 AI8952  USGS QUAD   -  LINVILLE FALLS (1994)
 AI8952
 AI8952                         *CURRENT SURVEY CONTROL
 AI8952  ___________________________________________________________________
 AI8952* NAD 83(1986)-  35 57 56.     (N)    081 57 00.     (W)     SCALED    
 AI8952* NAVD 88     -      1001.696  (meters)    3286.40   (feet)  ADJUSTED  
 AI8952  ___________________________________________________________________
 AI8952  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 AI8952  DYNAMIC HT  -        1000.616 (meters)    3282.85  (feet)  COMP
 AI8952  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 AI8952
 AI8952  VERT ORDER  -  SECOND    CLASS II
 AI8952
 AI8952.The horizontal coordinates were scaled from a topographic map and have
 AI8952.an estimated accuracy of +/- 6 seconds.
 AI8952
 AI8952.The orthometric height was determined by differential leveling
 AI8952.and adjusted in January 2002.
 AI8952
 AI8952.The geoid height was determined by GEOID03.
 AI8952
 AI8952.The dynamic height is computed by dividing the NAVD 88
 AI8952.geopotential number by the normal gravity value computed on the
 AI8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8952.degrees latitude (g = 980.6199 gals.).
 AI8952
 AI8952.The modeled gravity was interpolated from observed gravity values.
 AI8952
 AI8952;                    North         East    Units  Estimated Accuracy
 AI8952;SPC NC       -   249,730.      343,560.      MT  (+/- 180 meters Scaled)
 AI8952
 AI8952                          SUPERSEDED SURVEY CONTROL
 AI8952
 AI8952.No superseded survey control is available for this station.
 AI8952
 AI8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV143805(NAD 83)
 AI8952_MARKER: DB = BENCH MARK DISK
 AI8952_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI8952_SP_SET: LARGE STONE CULVERT HEADWALL
 AI8952_STAMPING: AVY 1 2000
 AI8952_MARK LOGO: NCGS  
 AI8952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8952+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI8952
 AI8952  HISTORY     - Date     Condition        Report By
 AI8952  HISTORY     - 2000     MONUMENTED       NCGS
 AI8952
 AI8952                          STATION DESCRIPTION
 AI8952
 AI8952'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AI8952'STATION IS LOCATED ABOUT 0.6 MI (1.0 KM) NORTHWEST OF LINVILLE FALLS
 AI8952'COMMUNITY.
 AI8952'ALONG US 221 FOR 0.65 MI (1.05 KM) NORTH FROM NC 183, IN LINVILLE
 AI8952'FALLS, TO THE BLUE RIDGE PARKWAY OVERPASS AND THE STATION IN THE
 AI8952'NORTHEAST QUADRANT IN THE NORTH END OF THE EAST CULVERT HEADWALL.
 AI8952'MARK IS ABOUT 2-FEET HIGHER THAN US 221 AND FLUSH WITH THE GROUND.
 AI8952'LOCATED 88.5 FT (27.0 M) NORTH OF THE CENTERLINE OF US 221, 22.5 FT
 AI8952'(6.9 M) SOUTHEAST OF THE CENTERLINE OF THE ON RAMP TO THE BLUE RIDGE
 AI8952'PARKWAY, AND 56.5 FT (17.2 M) WEST OF A 40-INCH SHORT LEAF PINE WITH
 AI8952'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4385 ***********************************************************************
 DG4385  DESIGNATION -  AVY 10
 DG4385  PID         -  DG4385
 DG4385  STATE/COUNTY-  NC/AVERY
 DG4385  USGS QUAD   -  SPRUCE PINE (1994)
 DG4385
 DG4385                         *CURRENT SURVEY CONTROL
 DG4385  ___________________________________________________________________
 DG4385* NAD 83(1986)-  35 57 22.     (N)    082 00 07.     (W)     SCALED    
 DG4385* NAVD 88     -       826.166  (meters)    2710.51   (feet)  ADJUSTED  
 DG4385  ___________________________________________________________________
 DG4385  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 DG4385  DYNAMIC HT  -         825.298 (meters)    2707.67  (feet)  COMP
 DG4385  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DG4385
 DG4385  VERT ORDER  -  SECOND    CLASS II
 DG4385
 DG4385.The horizontal coordinates were scaled from a topographic map and have
 DG4385.an estimated accuracy of +/- 6 seconds.
 DG4385
 DG4385.The orthometric height was determined by differential leveling
 DG4385.and adjusted in January 2005.
 DG4385.No vertical observational check was made to the station.
 DG4385
 DG4385.The geoid height was determined by GEOID03.
 DG4385
 DG4385.The dynamic height is computed by dividing the NAVD 88
 DG4385.geopotential number by the normal gravity value computed on the
 DG4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4385.degrees latitude (g = 980.6199 gals.).
 DG4385
 DG4385.The modeled gravity was interpolated from observed gravity values.
 DG4385
 DG4385;                    North         East    Units  Estimated Accuracy
 DG4385;SPC NC       -   248,830.      338,840.      MT  (+/- 180 meters Scaled)
 DG4385
 DG4385                          SUPERSEDED SURVEY CONTROL
 DG4385
 DG4385.No superseded survey control is available for this station.
 DG4385
 DG4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV096795(NAD 83)
 DG4385_MARKER: DB = BENCH MARK DISK
 DG4385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4385_SP_SET: CULVERT HEADWALL
 DG4385_STAMPING: AVY 10 2001
 DG4385_MARK LOGO: NCGS  
 DG4385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4385+STABILITY: SURFACE MOTION
 DG4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4385+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4385
 DG4385  HISTORY     - Date     Condition        Report By
 DG4385  HISTORY     - 2001     MONUMENTED       NCGS
 DG4385
 DG4385                          STATION DESCRIPTION
 DG4385
 DG4385'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4385'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF SPRUCE PINE,
 DG4385'10.9 MI (17.5 KM) SOUTHWEST OF LINVILLE AND 1.2 MI (1.9 KM)
 DG4385'SOUTH-SOUTHEAST OF INGALLS.
 DG4385'ALONG US 19E FOR 1.9 MI (3.1 KM) NORTH FROM THE AVERY/MITCHELL COUNTY
 DG4385'LINE, SET IN THE SOUTH END OF THE WEST HEADWALL OF CULVERT. ALSO 0.2
 DG4385'MI (0.3 KM) SOUTH OF SR 1106 (MULLIN HILL ROAD).
 DG4385'MARK IS ABOUT LEVEL WITH US 19E AND RECESSED 4-INCHES BELOW THE
 DG4385'GROUND. LOCATED 21.5 FT (6.6 M) WEST OF THE CENTERLINE OF US 19E SOUTH
 DG4385'BOUND LANES, 68.0 FT (20.7 M) SOUTH OF THE CENTERLINE OF A GRAVEL
 DG4385'DRIVE LEADING WEST TO A NURSERY, 11.5 FT (3.5 M) WEST-SOUTHWEST OF THE
 DG4385'CENTER OF A DROP INLET AND 7.5 FT (2.3 M) SOUTHEAST OF A 6-INCH LOCUST
 DG4385'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8953 ***********************************************************************
 AI8953  DESIGNATION -  AVY 2
 AI8953  PID         -  AI8953
 AI8953  STATE/COUNTY-  NC/AVERY
 AI8953  USGS QUAD   -  LINVILLE FALLS (1994)
 AI8953
 AI8953                         *CURRENT SURVEY CONTROL
 AI8953  ___________________________________________________________________
 AI8953* NAD 83(1986)-  35 58 42.     (N)    081 57 23.     (W)     SCALED    
 AI8953* NAVD 88     -      1021.336  (meters)    3350.83   (feet)  ADJUSTED  
 AI8953  ___________________________________________________________________
 AI8953  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 AI8953  DYNAMIC HT  -        1020.239 (meters)    3347.23  (feet)  COMP
 AI8953  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 AI8953
 AI8953  VERT ORDER  -  SECOND    CLASS II
 AI8953
 AI8953.The horizontal coordinates were scaled from a topographic map and have
 AI8953.an estimated accuracy of +/- 6 seconds.
 AI8953
 AI8953.The orthometric height was determined by differential leveling
 AI8953.and adjusted in January 2002.
 AI8953.No vertical observational check was made to the station.
 AI8953
 AI8953.The geoid height was determined by GEOID03.
 AI8953
 AI8953.The dynamic height is computed by dividing the NAVD 88
 AI8953.geopotential number by the normal gravity value computed on the
 AI8953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8953.degrees latitude (g = 980.6199 gals.).
 AI8953
 AI8953.The modeled gravity was interpolated from observed gravity values.
 AI8953
 AI8953;                    North         East    Units  Estimated Accuracy
 AI8953;SPC NC       -   251,170.      343,020.      MT  (+/- 180 meters Scaled)
 AI8953
 AI8953                          SUPERSEDED SURVEY CONTROL
 AI8953
 AI8953.No superseded survey control is available for this station.
 AI8953
 AI8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV137819(NAD 83)
 AI8953_MARKER: DB = BENCH MARK DISK
 AI8953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI8953_SP_SET: HEADWALL
 AI8953_STAMPING: AVY 2 2000
 AI8953_MARK LOGO: NCGS  
 AI8953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8953+STABILITY: SURFACE MOTION
 AI8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8953+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 AI8953
 AI8953  HISTORY     - Date     Condition        Report By
 AI8953  HISTORY     - 2000     MONUMENTED       NCGS
 AI8953  HISTORY     - 20020514 GOOD             NCGS
 AI8953
 AI8953                          STATION DESCRIPTION
 AI8953
 AI8953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AI8953'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF THE LINVILLE
 AI8953'FALLS COMMUNITY.
 AI8953'ALONG US 221 FOR 1.9 MI (3.1 KM) NORTH FROM NC 183, IN LINVILLE FALLS,
 AI8953'TO NC 194, THENCE WEST ALONG NC 194 APPROXIMATELY 300 FEET (91.4 M)
 AI8953'AND STATION IN THE TOP OF SOUTHERN CONCRETE HEADWALL.
 AI8953'MARK IS ABOUT 3-FEET LOWER THAN NC 194.  LOCATED 19.0 FT (5.8 M) SOUTH
 AI8953'OF THE CENTERLINE OF NC 194, 310.0 FT (94.5 M) WEST OF THE CENTERLINE
 AI8953'OF US 221, 9.4 FT (2.9 M) NORTHWEST OF A 14-INCH CHERRY TREE AND 5.6
 AI8953'FT (1.7 M) NORTHEAST OF A 12-INCH POPLAR TREEE BOTH WITH REFERENCE
 AI8953'TAGS.
 AI8953
 AI8953                          STATION RECOVERY (2002)
 AI8953
 AI8953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AI8953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4379 ***********************************************************************
 DG4379  DESIGNATION -  AVY 3
 DG4379  PID         -  DG4379
 DG4379  STATE/COUNTY-  NC/AVERY
 DG4379  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4379
 DG4379                         *CURRENT SURVEY CONTROL
 DG4379  ___________________________________________________________________
 DG4379* NAD 83(1986)-  35 58 49.     (N)    081 57 25.     (W)     SCALED    
 DG4379* NAVD 88     -      1000.121  (meters)    3281.23   (feet)  ADJUSTED  
 DG4379  ___________________________________________________________________
 DG4379  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DG4379  DYNAMIC HT  -         999.046 (meters)    3277.70  (feet)  COMP
 DG4379  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DG4379
 DG4379  VERT ORDER  -  SECOND    CLASS II
 DG4379
 DG4379.The horizontal coordinates were scaled from a topographic map and have
 DG4379.an estimated accuracy of +/- 6 seconds.
 DG4379
 DG4379.The orthometric height was determined by differential leveling
 DG4379.and adjusted in January 2005.
 DG4379.No vertical observational check was made to the station.
 DG4379
 DG4379.The geoid height was determined by GEOID03.
 DG4379
 DG4379.The dynamic height is computed by dividing the NAVD 88
 DG4379.geopotential number by the normal gravity value computed on the
 DG4379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4379.degrees latitude (g = 980.6199 gals.).
 DG4379
 DG4379.The modeled gravity was interpolated from observed gravity values.
 DG4379
 DG4379;                    North         East    Units  Estimated Accuracy
 DG4379;SPC NC       -   251,380.      342,980.      MT  (+/- 180 meters Scaled)
 DG4379
 DG4379                          SUPERSEDED SURVEY CONTROL
 DG4379
 DG4379.No superseded survey control is available for this station.
 DG4379
 DG4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV137821(NAD 83)
 DG4379_MARKER: DB = BENCH MARK DISK
 DG4379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4379_SP_SET: CULVERT HEADWALL
 DG4379_STAMPING: AVY 3 2001
 DG4379_MARK LOGO: NCGS  
 DG4379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4379+STABILITY: SURFACE MOTION
 DG4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4379+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4379
 DG4379  HISTORY     - Date     Condition        Report By
 DG4379  HISTORY     - 2001     MONUMENTED       NCGS
 DG4379
 DG4379                          STATION DESCRIPTION
 DG4379
 DG4379'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4379'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF SPRUCE PINE,
 DG4379'8.0 MI (12.9 KM) SOUTHWEST OF LINVILLE AND 3.2 MI (5.1 KM) EAST OF
 DG4379'INGALLS.
 DG4379'ALONG NC 194 FOR 0.25 MI (0.40 KM) WEST FROM US 221 TO A HOLLOW, IN
 DG4379'THE ANGLE POINT OF THE EAST L SHAPED HEADWALL.
 DG4379'MARK IS ABOUT 2-FT HIGHER THAN NC 194 SET FLUSH WITH THE GROUND.
 DG4379'LOCATED 26.0 FT (7.9 M) SOUTHEAST OF THE CENTERLINE OF NC 194.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4380 ***********************************************************************
 DG4380  DESIGNATION -  AVY 4
 DG4380  PID         -  DG4380
 DG4380  STATE/COUNTY-  NC/AVERY
 DG4380  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4380
 DG4380                         *CURRENT SURVEY CONTROL
 DG4380  ___________________________________________________________________
 DG4380* NAD 83(1986)-  35 59 03.     (N)    081 57 40.     (W)     SCALED    
 DG4380* NAVD 88     -       950.316  (meters)    3117.83   (feet)  ADJUSTED  
 DG4380  ___________________________________________________________________
 DG4380  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 DG4380  DYNAMIC HT  -         949.295 (meters)    3114.48  (feet)  COMP
 DG4380  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DG4380
 DG4380  VERT ORDER  -  SECOND    CLASS II
 DG4380
 DG4380.The horizontal coordinates were scaled from a topographic map and have
 DG4380.an estimated accuracy of +/- 6 seconds.
 DG4380
 DG4380.The orthometric height was determined by differential leveling
 DG4380.and adjusted in January 2005.
 DG4380.No vertical observational check was made to the station.
 DG4380
 DG4380.The geoid height was determined by GEOID03.
 DG4380
 DG4380.The dynamic height is computed by dividing the NAVD 88
 DG4380.geopotential number by the normal gravity value computed on the
 DG4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4380.degrees latitude (g = 980.6199 gals.).
 DG4380
 DG4380.The modeled gravity was interpolated from observed gravity values.
 DG4380
 DG4380;                    North         East    Units  Estimated Accuracy
 DG4380;SPC NC       -   251,830.      342,620.      MT  (+/- 180 meters Scaled)
 DG4380
 DG4380                          SUPERSEDED SURVEY CONTROL
 DG4380
 DG4380.No superseded survey control is available for this station.
 DG4380
 DG4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV133826(NAD 83)
 DG4380_MARKER: DB = BENCH MARK DISK
 DG4380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4380_SP_SET: CULVERT HEADWALL
 DG4380_STAMPING: AVY 4 2001
 DG4380_MARK LOGO: NCGS  
 DG4380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4380+STABILITY: SURFACE MOTION
 DG4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4380+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4380
 DG4380  HISTORY     - Date     Condition        Report By
 DG4380  HISTORY     - 2001     MONUMENTED       NCGS
 DG4380
 DG4380                          STATION DESCRIPTION
 DG4380
 DG4380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4380'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF SPRUCE PINE,
 DG4380'7.9 MI (12.7 KM) SOUTHWEST OF LINVILLE AND 3.0 MI (4.8 KM)
 DG4380'EAST-NORTHEAST OF INGALLS.
 DG4380'ALONG NC 194 FOR 0.75 MI (1.21 KM) WEST FROM US 221 TO A HOLLOW. SET
 DG4380'IN THE WEST END OF THE NORTH HEADWALL AND UNDER A POWER LINE.
 DG4380'MARK IS ABOUT 5-FT LOWER THAN NC 194 SET FLUSH WITH THE GROUND.
 DG4380'LOCATED 32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF NC 194--AND 20.0 FT
 DG4380'(6.1 M) SOUTHEAST OF AN 18-INCH SYCAMORE, 108.0 FT (32.9 M) NORTHEAST
 DG4380'OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4381 ***********************************************************************
 DG4381  DESIGNATION -  AVY 5
 DG4381  PID         -  DG4381
 DG4381  STATE/COUNTY-  NC/AVERY
 DG4381  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4381
 DG4381                         *CURRENT SURVEY CONTROL
 DG4381  ___________________________________________________________________
 DG4381* NAD 83(1986)-  35 58 58.     (N)    081 58 07.     (W)     SCALED    
 DG4381* NAVD 88     -       901.407  (meters)    2957.37   (feet)  ADJUSTED  
 DG4381  ___________________________________________________________________
 DG4381  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 DG4381  DYNAMIC HT  -         900.441 (meters)    2954.20  (feet)  COMP
 DG4381  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 DG4381
 DG4381  VERT ORDER  -  SECOND    CLASS II
 DG4381
 DG4381.The horizontal coordinates were scaled from a topographic map and have
 DG4381.an estimated accuracy of +/- 6 seconds.
 DG4381
 DG4381.The orthometric height was determined by differential leveling
 DG4381.and adjusted in January 2005.
 DG4381.No vertical observational check was made to the station.
 DG4381
 DG4381.The geoid height was determined by GEOID03.
 DG4381
 DG4381.The dynamic height is computed by dividing the NAVD 88
 DG4381.geopotential number by the normal gravity value computed on the
 DG4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4381.degrees latitude (g = 980.6199 gals.).
 DG4381
 DG4381.The modeled gravity was interpolated from observed gravity values.
 DG4381
 DG4381;                    North         East    Units  Estimated Accuracy
 DG4381;SPC NC       -   251,690.      341,930.      MT  (+/- 180 meters Scaled)
 DG4381
 DG4381                          SUPERSEDED SURVEY CONTROL
 DG4381
 DG4381.No superseded survey control is available for this station.
 DG4381
 DG4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV126824(NAD 83)
 DG4381_MARKER: DB = BENCH MARK DISK
 DG4381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4381_SP_SET: CULVERT HEADWALL
 DG4381_STAMPING: AVY 5 2001
 DG4381_MARK LOGO: NCGS  
 DG4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4381+STABILITY: SURFACE MOTION
 DG4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4381+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4381
 DG4381  HISTORY     - Date     Condition        Report By
 DG4381  HISTORY     - 2001     MONUMENTED       NCGS
 DG4381
 DG4381                          STATION DESCRIPTION
 DG4381
 DG4381'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4381'STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF SPRUCE PINE,
 DG4381'8.2 MI (13.2 KM) SOUTHWEST OF LINVILLE AND 2.6 MI (4.2 KM)
 DG4381'EAST-NORTHEAST OF INGALLS.
 DG4381'ALONG NC 194 FOR 1.25 MI (2.01 KM) WEST FROM US 221 TO THE
 DG4381'INTERSECTION WITH OLD THREE MILE ROAD, IN THE SOUTHEAST QUAD OF
 DG4381'INTERSECTION. SET IN THE NORTH END OF THE EAST HEADWALL, FOR CULVERT
 DG4381'PASSING UNDER OLD THREE MILE ROAD.
 DG4381'MARK IS ABOUT 5-FT LOWER THAN NC 194 SET FLUSH WITH THE GROUND.
 DG4381'LOCATED 38.0 FT (11.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 194,
 DG4381'21.5 FT (6.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF OLD THREE MILE
 DG4381'ROAD AND 16.4 FT (5.0 M) NORTH-NORTHEAST OF A POWER POLE WITH
 DG4381'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4382 ***********************************************************************
 DG4382  DESIGNATION -  AVY 6
 DG4382  PID         -  DG4382
 DG4382  STATE/COUNTY-  NC/AVERY
 DG4382  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4382
 DG4382                         *CURRENT SURVEY CONTROL
 DG4382  ___________________________________________________________________
 DG4382* NAD 83(1986)-  35 59 07.     (N)    081 58 35.     (W)     SCALED    
 DG4382* NAVD 88     -       874.968  (meters)    2870.62   (feet)  ADJUSTED  
 DG4382  ___________________________________________________________________
 DG4382  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DG4382  DYNAMIC HT  -         874.033 (meters)    2867.56  (feet)  COMP
 DG4382  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 DG4382
 DG4382  VERT ORDER  -  SECOND    CLASS II
 DG4382
 DG4382.The horizontal coordinates were scaled from a topographic map and have
 DG4382.an estimated accuracy of +/- 6 seconds.
 DG4382
 DG4382.The orthometric height was determined by differential leveling
 DG4382.and adjusted in January 2005.
 DG4382.No vertical observational check was made to the station.
 DG4382
 DG4382.The geoid height was determined by GEOID03.
 DG4382
 DG4382.The dynamic height is computed by dividing the NAVD 88
 DG4382.geopotential number by the normal gravity value computed on the
 DG4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4382.degrees latitude (g = 980.6199 gals.).
 DG4382
 DG4382.The modeled gravity was interpolated from observed gravity values.
 DG4382
 DG4382;                    North         East    Units  Estimated Accuracy
 DG4382;SPC NC       -   251,990.      341,240.      MT  (+/- 180 meters Scaled)
 DG4382
 DG4382                          SUPERSEDED SURVEY CONTROL
 DG4382
 DG4382.No superseded survey control is available for this station.
 DG4382
 DG4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV119827(NAD 83)
 DG4382_MARKER: DB = BENCH MARK DISK
 DG4382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4382_SP_SET: CULVERT HEADWALL
 DG4382_STAMPING: AVY 6 2001
 DG4382_MARK LOGO: NCGS  
 DG4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4382+STABILITY: SURFACE MOTION
 DG4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4382+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4382
 DG4382  HISTORY     - Date     Condition        Report By
 DG4382  HISTORY     - 2001     MONUMENTED       NCGS
 DG4382
 DG4382                          STATION DESCRIPTION
 DG4382
 DG4382'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4382'STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF SPRUCE PINE,
 DG4382'8.4 MI (13.5 KM) SOUTHWEST OF LINVILLE AND 2.2 MI (3.5 KM)
 DG4382'EAST-NORTHEAST OF INGALLS.
 DG4382'ALONG NC 194 FOR 1.7 MI (2.7 KM) WEST FROM US 221 TO THE INTERSECTION
 DG4382'WITH CARPENTER ROAD, IN THE SOUTHWEST QUADRANT. SET IN THE WEST END OF
 DG4382'THE SOUTH HEADWALL OF ROAD CULVERT.
 DG4382'MARK IS ABOUT 1-FT LOWER THAN NC 194 AND SET FLUSH. LOCATED 14.0 FT
 DG4382'(4.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 194, 47.0 FT (14.3 M)
 DG4382'WEST-NORTHWEST OF THE CENTERLINE OF CARPENTER ROAD--AND 23.5 FT (7.2
 DG4382'M) NORTHWEST OF A POWER POLE, 47.3 FT (14.4 M) NORTHEAST OF A POWER
 DG4382'POLE WITH TRANSFORMER--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4383 ***********************************************************************
 DG4383  DESIGNATION -  AVY 7
 DG4383  PID         -  DG4383
 DG4383  STATE/COUNTY-  NC/AVERY
 DG4383  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4383
 DG4383                         *CURRENT SURVEY CONTROL
 DG4383  ___________________________________________________________________
 DG4383* NAD 83(1986)-  35 58 52.     (N)    081 59 24.     (W)     SCALED    
 DG4383* NAVD 88     -       864.222  (meters)    2835.37   (feet)  ADJUSTED  
 DG4383  ___________________________________________________________________
 DG4383  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DG4383  DYNAMIC HT  -         863.306 (meters)    2832.36  (feet)  COMP
 DG4383  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 DG4383
 DG4383  VERT ORDER  -  SECOND    CLASS II
 DG4383
 DG4383.The horizontal coordinates were scaled from a topographic map and have
 DG4383.an estimated accuracy of +/- 6 seconds.
 DG4383
 DG4383.The orthometric height was determined by differential leveling
 DG4383.and adjusted in January 2005.
 DG4383.No vertical observational check was made to the station.
 DG4383
 DG4383.The geoid height was determined by GEOID03.
 DG4383
 DG4383.The dynamic height is computed by dividing the NAVD 88
 DG4383.geopotential number by the normal gravity value computed on the
 DG4383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4383.degrees latitude (g = 980.6199 gals.).
 DG4383
 DG4383.The modeled gravity was interpolated from observed gravity values.
 DG4383
 DG4383;                    North         East    Units  Estimated Accuracy
 DG4383;SPC NC       -   251,570.      340,000.      MT  (+/- 180 meters Scaled)
 DG4383
 DG4383                          SUPERSEDED SURVEY CONTROL
 DG4383
 DG4383.No superseded survey control is available for this station.
 DG4383
 DG4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV107823(NAD 83)
 DG4383_MARKER: DB = BENCH MARK DISK
 DG4383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4383_SP_SET: CULVERT HEADWALL
 DG4383_STAMPING: AVY 7 2001
 DG4383_MARK LOGO: NCGS  
 DG4383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4383+STABILITY: SURFACE MOTION
 DG4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4383+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4383
 DG4383  HISTORY     - Date     Condition        Report By
 DG4383  HISTORY     - 2001     MONUMENTED       NCGS
 DG4383
 DG4383                          STATION DESCRIPTION
 DG4383
 DG4383'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4383'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF SPRUCE PINE,
 DG4383'9.2 MI (14.8 KM) SOUTHWEST OF LINVILLE AND 1.4 MI (2.3 KM)
 DG4383'EAST-NORTHEAST OF INGALLS.
 DG4383'ALONG NC 194 FOR 2.55 MI (4.10 KM) WEST FROM US 221, TO WHERE TWO
 DG4383'PASTURE ROADS LEADING WEST AND WITH A CULVERT IN BETWEEN THEM. SET IN
 DG4383'THE NORTHEAST END OF THE NORTHWEST HEADWALL.
 DG4383'MARK IS ABOUT 2-FT LOWER THAN NC 194 AND RECESSED 6-INCHES BELOW THE
 DG4383'GROUND. LOCATED 14.5 FT (4.4 M) NORTHWEST OF THE CENTERLINE OF NC 194,
 DG4383'17.0 FT (5.2 M) NORTHEAST OF THE SOUTHWEST MOST PASTURE ROAD, 25.0 FT
 DG4383'(7.6 M) SOUTHWEST OF THE NORTHEAST MOST PASTURE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4384 ***********************************************************************
 DG4384  DESIGNATION -  AVY 8
 DG4384  PID         -  DG4384
 DG4384  STATE/COUNTY-  NC/AVERY
 DG4384  USGS QUAD   -  LINVILLE FALLS (1994)
 DG4384
 DG4384                         *CURRENT SURVEY CONTROL
 DG4384  ___________________________________________________________________
 DG4384* NAD 83(1986)-  35 58 24.     (N)    081 59 52.     (W)     SCALED    
 DG4384* NAVD 88     -       853.177  (meters)    2799.13   (feet)  ADJUSTED  
 DG4384  ___________________________________________________________________
 DG4384  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DG4384  DYNAMIC HT  -         852.276 (meters)    2796.18  (feet)  COMP
 DG4384  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 DG4384
 DG4384  VERT ORDER  -  SECOND    CLASS II
 DG4384
 DG4384.The horizontal coordinates were scaled from a topographic map and have
 DG4384.an estimated accuracy of +/- 6 seconds.
 DG4384
 DG4384.The orthometric height was determined by differential leveling
 DG4384.and adjusted in January 2005.
 DG4384.No vertical observational check was made to the station.
 DG4384
 DG4384.The geoid height was determined by GEOID03.
 DG4384
 DG4384.The dynamic height is computed by dividing the NAVD 88
 DG4384.geopotential number by the normal gravity value computed on the
 DG4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4384.degrees latitude (g = 980.6199 gals.).
 DG4384
 DG4384.The modeled gravity was interpolated from observed gravity values.
 DG4384
 DG4384;                    North         East    Units  Estimated Accuracy
 DG4384;SPC NC       -   250,720.      339,270.      MT  (+/- 180 meters Scaled)
 DG4384
 DG4384                          SUPERSEDED SURVEY CONTROL
 DG4384
 DG4384.No superseded survey control is available for this station.
 DG4384
 DG4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV100814(NAD 83)
 DG4384_MARKER: DB = BENCH MARK DISK
 DG4384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4384_SP_SET: BRIDGE FLOOR
 DG4384_STAMPING: AVY 8 2001
 DG4384_MARK LOGO: NCGS  
 DG4384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4384+STABILITY: SURFACE MOTION
 DG4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4384+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4384
 DG4384  HISTORY     - Date     Condition        Report By
 DG4384  HISTORY     - 2001     MONUMENTED       NCGS
 DG4384
 DG4384                          STATION DESCRIPTION
 DG4384
 DG4384'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4384'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF SPRUCE PINE, 9.9
 DG4384'MI (15.9 KM) SOUTHWEST OF LINVILLE AND 0.8 MI (1.3 KM) EAST OF
 DG4384'INGALLS.
 DG4384'PROCEED ALONG US 19E FOR 2.0 MI (3.2 KM) NORTH FROM THE AVERY/MITCHELL
 DG4384'COUNTY LINE, THENCE NORTHEAST FOR 1.15 MI (1.85 KM) ALONG SR 1106
 DG4384'(MULLIN HILL ROAD) TO THE BRIDGE OVER THREE MILE CREEK. SET IN THE
 DG4384'SOUTHWEST CORNER OF THE BRIDGE. ALSO 0.1 MI (0.2 KM) SOUTH OF NC 194.
 DG4384'MARK IS ABOUT LEVEL WITH SR 1106 AND FLUSH WITH THE BRIDGE. LOCATED
 DG4384'13.0 FT (4.0 M) WEST OF THE CENTERLINE OF SR 1106, 0.8 FT (24.4 CM)
 DG4384'EAST OF THE CONCRETE BRIDGE RAIL AND 34.0 FT (10.4 M) WEST OF A POWER
 DG4384'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4392 ***********************************************************************
 DG4392  DESIGNATION -  AVY 9
 DG4392  PID         -  DG4392
 DG4392  STATE/COUNTY-  NC/AVERY
 DG4392  USGS QUAD   -  SPRUCE PINE (1994)
 DG4392
 DG4392                         *CURRENT SURVEY CONTROL
 DG4392  ___________________________________________________________________
 DG4392* NAD 83(1986)-  35 57 42.     (N)    082 00 03.     (W)     SCALED    
 DG4392* NAVD 88     -       843.887  (meters)    2768.65   (feet)  ADJUSTED  
 DG4392  ___________________________________________________________________
 DG4392  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 DG4392  DYNAMIC HT  -         842.999 (meters)    2765.74  (feet)  COMP
 DG4392  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 DG4392
 DG4392  VERT ORDER  -  SECOND    CLASS II
 DG4392
 DG4392.The horizontal coordinates were scaled from a topographic map and have
 DG4392.an estimated accuracy of +/- 6 seconds.
 DG4392
 DG4392.The orthometric height was determined by differential leveling
 DG4392.and adjusted in January 2005.
 DG4392.No vertical observational check was made to the station.
 DG4392
 DG4392.The geoid height was determined by GEOID03.
 DG4392
 DG4392.The dynamic height is computed by dividing the NAVD 88
 DG4392.geopotential number by the normal gravity value computed on the
 DG4392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4392.degrees latitude (g = 980.6199 gals.).
 DG4392
 DG4392.The modeled gravity was interpolated from observed gravity values.
 DG4392
 DG4392;                    North         East    Units  Estimated Accuracy
 DG4392;SPC NC       -   249,440.      338,960.      MT  (+/- 180 meters Scaled)
 DG4392
 DG4392                          SUPERSEDED SURVEY CONTROL
 DG4392
 DG4392.No superseded survey control is available for this station.
 DG4392
 DG4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV097801(NAD 83)
 DG4392_MARKER: DB = BENCH MARK DISK
 DG4392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4392_STAMPING: AVY 9 2001
 DG4392_MARK LOGO: NCGS  
 DG4392_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4392+STABILITY: SURFACE MOTION
 DG4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4392+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4392
 DG4392  HISTORY     - Date     Condition        Report By
 DG4392  HISTORY     - 2001     MONUMENTED       NCGS
 DG4392
 DG4392                          STATION DESCRIPTION
 DG4392
 DG4392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4392'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF SPRUCE PINE,
 DG4392'10.5 MI (16.9 KM) SOUTHWEST OF LINVILLE AND 0.9 MI (1.4 KM) SOUTHEAST
 DG4392'OF INGALLS.
 DG4392'PROCEED ALONG US 19E FOR 2.0 MI (3.2 KM) NORTH FROM THE AVERY/MITCHELL
 DG4392'COUNTY LINE, THENCE NORTHEAST FOR 0.35 MI (0.56 KM) ALONG SR 1106
 DG4392'(MULLIN HILL ROAD) TO THE INTERSECTION WITH GROVER WISEMAN LANE, IN
 DG4392'THE NORTHEAST QUARDRANT.
 DG4392'MARK IS ABOUT 2-FEET LOWER THAN SR 1106 AND FLUSH WITH THE GROUND.
 DG4392'LOCATED 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF SR 1106, 19.0 FT
 DG4392'(5.8 M) NORTHWEST OF GROVER WISEMAN LANE--AND 71.0 FT (21.6 M) SOUTH
 DG4392'OF A POWER POLE, 125.0 FT (38.1 M) NORTH-NORTHEAST OF A POWER
 DG4392'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4317 ***********************************************************************
 EZ4317  DESIGNATION -  AWNING
 EZ4317  PID         -  EZ4317
 EZ4317  STATE/COUNTY-  NC/JOHNSTON
 EZ4317  USGS QUAD   -  SELMA (1988)
 EZ4317
 EZ4317                         *CURRENT SURVEY CONTROL
 EZ4317  ___________________________________________________________________
 EZ4317* NAD 83(2001)-  35 36 03.02637(N)    078 18 48.77536(W)     ADJUSTED  
 EZ4317* NAVD 88     -        73.89   (+/-2cm)     242.4    (feet)  VERTCON   
 EZ4317  ___________________________________________________________________
 EZ4317  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EZ4317  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 EZ4317  HORZ ORDER  -  SECOND
 EZ4317  VERT ORDER  -  THIRD ? (See Below)
 EZ4317
 EZ4317.The horizontal coordinates were established by classical geodetic methods
 EZ4317.and adjusted by the National Geodetic Survey in August 2005.
 EZ4317
 EZ4317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4317.The vertical order pertains to the NGVD 29 superseded value.
 EZ4317
 EZ4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4317
 EZ4317.The geoid height was determined by GEOID03.
 EZ4317
 EZ4317;                    North         East     Units Scale Factor Converg.
 EZ4317;SPC NC       -   205,530.437   671,797.321   MT  0.99989109   +0 23 46.3
 EZ4317;SPC NC       -   674,311.11  2,204,055.04   sFT  0.99989109   +0 23 46.3
 EZ4317;UTM  17      - 3,943,000.071   743,366.685   MT  1.00032992   +1 33 52.7
 EZ4317
 EZ4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4317!SPC NC       -   0.99999377  x   0.99989109  =   0.99988486
 EZ4317!UTM  17      -   0.99999377  x   1.00032992  =   1.00032369
 EZ4317
 EZ4317:                Primary Azimuth Mark                     Grid Az
 EZ4317:SPC NC       -  AVERY                                    078 08 07.2
 EZ4317:UTM  17      -  AVERY                                    076 58 00.8
 EZ4317
 EZ4317|---------------------------------------------------------------------|
 EZ4317| PID    Reference Object                     Distance      Geod. Az  |
 EZ4317|                                                           dddmmss.s |
 EZ4317| EZ4313 AVERY                               425.017 METERS 0783153.5 |
 EZ4317| EZ4318 FLAG                                APPROX. 1.4 KM 3390320.6 |
 EZ4317|---------------------------------------------------------------------|
 EZ4317
 EZ4317                          SUPERSEDED SURVEY CONTROL
 EZ4317
 EZ4317  NAD 83(1986)-  35 36 03.03311(N)    078 18 48.78565(W) AD(       ) 2
 EZ4317  NAD 27      -  35 36 02.46086(N)    078 18 49.78276(W) AD(       ) 2
 EZ4317  NGVD 29 (07/19/86)   74.19   (m)          243.4    (f) LEVELING    3  
 EZ4317
 EZ4317.Superseded values are not recommended for survey control.
 EZ4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4317.See file dsdata.txt to determine how the superseded data were derived.
 EZ4317
 EZ4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4336743000(NAD 83)
 EZ4317_MARKER: DE = TRAVERSE STATION DISK
 EZ4317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4317_STAMPING: AWNING 1972
 EZ4317_MARK LOGO: NCGS  
 EZ4317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4317+STABILITY: SURFACE MOTION
 EZ4317
 EZ4317  HISTORY     - Date     Condition        Report By
 EZ4317  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4317  HISTORY     - 1987     GOOD             USPSQD
 EZ4317
 EZ4317                          STATION DESCRIPTION
 EZ4317
 EZ4317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4317'AWNING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4317'VICINITY OF WILSON MILLS, NORTH CAROLINA.
 EZ4317'
 EZ4317'AWNING IS LOCATED APPROXIMATELY 2.6 MILES ENE OF WILSON MILLS AND
 EZ4317'4.5 MILES SSE OF FLOWERS CROSSROADS.  TO REACH STATION FROM THE
 EZ4317'INTERSECTION OF SR 1003 AND NC 42 AT PERCY FLOWERS GROCERY, PROCEED
 EZ4317'SSE FOR 4.2 MILES TO INTERSECTION WITH SR 1940 AND STATION ON THE
 EZ4317'SHOULDER OF THE SOUTHEAST QUADRANT OF INTERSECTION, AND 1.35
 EZ4317'MILES SSE OF NEW HILL CHURCH.
 EZ4317'
 EZ4317'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AWNING
 EZ4317'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ4317'INCHES BELOW THE GROUND.
 EZ4317'
 EZ4317'MARK IS
 EZ4317'34.8 FEET ENE OF C/L OF SR 1003.
 EZ4317'21.9 FEET SSW OF C/L OF SR 1940.
 EZ4317'37.3 FEET W OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ4317'16.5 FEET N OF TELEPHONE JUNCTION BOX.
 EZ4317'8.8 FEET NW OF SOUTH END OF CULVERT UNDER SR 1940.
 EZ4317
 EZ4317                          STATION RECOVERY (1987)
 EZ4317
 EZ4317'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2096 ***********************************************************************
 EY2096  DESIGNATION -  AXON
 EY2096  PID         -  EY2096
 EY2096  STATE/COUNTY-  NC/BEAUFORT
 EY2096  USGS QUAD   -  WASHINGTON (1983)
 EY2096
 EY2096                         *CURRENT SURVEY CONTROL
 EY2096  ___________________________________________________________________
 EY2096* NAD 83(2001)-  35 30 29.26053(N)    077 03 16.51730(W)     ADJUSTED  
 EY2096* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY2096  ___________________________________________________________________
 EY2096  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 EY2096  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY2096  HORZ ORDER  -  THIRD
 EY2096
 EY2096.The horizontal coordinates were established by classical geodetic methods
 EY2096.and adjusted by the National Geodetic Survey in August 2005.
 EY2096
 EY2096.The orthometric height was scaled from a topographic map.
 EY2096
 EY2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2096
 EY2096.The geoid height was determined by GEOID03.
 EY2096
 EY2096;                    North         East     Units Scale Factor Converg.
 EY2096;SPC NC       -   196,759.086   786,057.451   MT  0.99988257   +1 07 22.2
 EY2096;SPC NC       -   645,533.77  2,578,923.49   sFT  0.99988257   +1 07 22.2
 EY2096;UTM  18      - 3,931,335.807   313,668.703   MT  1.00002787   -1 11 37.3
 EY2096
 EY2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2096!SPC NC       -   1.00000565  x   0.99988257  =   0.99988822
 EY2096!UTM  18      -   1.00000565  x   1.00002787  =   1.00003352
 EY2096
 EY2096                          SUPERSEDED SURVEY CONTROL
 EY2096
 EY2096  NAD 83(1986)-  35 30 29.28400(N)    077 03 16.48791(W) AD(       ) 3
 EY2096  NAD 27      -  35 30 28.70100(N)    077 03 17.65900(W) AD(       ) 3
 EY2096
 EY2096.Superseded values are not recommended for survey control.
 EY2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2096.See file dsdata.txt to determine how the superseded data were derived.
 EY2096
 EY2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1366931336(NAD 83)
 EY2096_MARKER: DS = TRIANGULATION STATION DISK
 EY2096_SETTING: 0 = UNSPECIFIED SETTING
 EY2096_STAMPING: AXON 1935
 EY2096_MARK LOGO: CGS   
 EY2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY2096
 EY2096  HISTORY     - Date     Condition        Report By
 EY2096  HISTORY     - 1935     MONUMENTED       CGS
 EY2096  HISTORY     - 1949     GOOD             CGS
 EY2096
 EY2096                          STATION DESCRIPTION
 EY2096
 EY2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY2096'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY ABOUT MIDWAY
 EY2096'BETWEEN TWO PROMINENT POINTS, 150 YARDS S OF THE CHOCOWINITY CREEK
 EY2096'ON A MARSH POINT THAT HAS A FRINGE OF CYPRESS AND PINE TREES ALONG
 EY2096'ITS NE SHORE.  STATION IS 5.9 METERS 18 DEG MAGNETIC, FROM SHORE
 EY2096'ON RANGE WITH STATION RAIN.  7.0 METERS, 129 DEG MAGNETIC, FROM
 EY2096'SHORE ON RANGE WITH STATION SILAS.  6.7 METERS, 73 DEG 30 MIN
 EY2096'MAGNETIC, FROM BLAZE (3 NAILS) ON 14-INCH CYPRESS, MOST
 EY2096'NORTHERLY LARGE LIVE TREE ON POINT.
 EY2096'
 EY2096'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING
 EY2096'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A WOODEN
 EY2096'POST DRIVEN INTO THE MARSH, MARK PROJECTING 11 INCHES.
 EY2096'
 EY2096'REFERENCE MARK NO.1 IS STANDARD REFERENCE DISK SET IN 8- BY
 EY2096'30-INCH TILE PROJECTING 9 INCHES.
 EY2096
 EY2096                          STATION RECOVERY (1949)
 EY2096
 EY2096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY2096'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE
 EY2096'DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL TAPE
 EY2096'AND FOUND TO BE CORRECT.  THE DIRECTION OF THE REFERENCE MARK FROM
 EY2096'RAIN WAS CHECKED AND FOUND TO BE 224 DEG 18 MIN 33 SEC, INSTEAD
 EY2096'OF 312 DEG 54 MIN 24 SEC, AS GIVEN IN THE PUBLISHED
 EY2096'DESCRIPTION.  THE ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW
 EY2096'DESCRIPTION FOLLOWS--
 EY2096'
 EY2096'STATION IS ON THE S SIDE OF CHOCOWINITY BAY, ABOUT MIDWAY
 EY2096'BETWEEN 2 PROMINENT POINTS, ON A MARSH POINT WHICH HAS A FRINGE
 EY2096'OF CYPRESS AND PINE ALONG THE NE EDGE.  IT IS ABOUT 450 FEET
 EY2096'SE OF CHOCOWINITY CREEK, 10.4 FEET S OF THE MEAN HIGH-WATER LINE,
 EY2096'50.0 FEET NE OF AN 18-INCH CYPRESS (THE LAST LIVE TREE ON THE
 EY2096'POINT), 36.0 FEET E OF A SMALL FORKED CYPRESS, AND 22.9 FEET SE
 EY2096'OF A GNARLED CYPRESS ON THE END OF THE POINT.
 EY2096'
 EY2096'STATION MARK IS A BRONZE STATION DISK, STAMPED AXON 1935 AND SET
 EY2096'IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 8 INCHES
 EY2096'ABOVE THE GROUND.
 EY2096'
 EY2096'REFERENCE MARK IS SW OF THE STATION, 34.0 FEET S OF A SMALL
 EY2096'FORKED CYPRESS, AND 53.0 FEET SE OF THE SHORELINE AT THE MOUTH
 EY2096'OF A SMALL STREAM.  IT IS A BRONZE REFERENCE DISK, STAMPED AXON
 EY2096'NO 1 1935, AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE,
 EY2096'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2770 ***********************************************************************
 FY2770  DESIGNATION -  AXTELL
 FY2770  PID         -  FY2770
 FY2770  STATE/COUNTY-  NC/WARREN
 FY2770  USGS QUAD   -  VICKSBORO (1970)
 FY2770
 FY2770                         *CURRENT SURVEY CONTROL
 FY2770  ___________________________________________________________________
 FY2770* NAD 83(2001)-  36 21 45.20050(N)    078 15 23.27037(W)     ADJUSTED  
 FY2770* NAVD 88     -       139.3    (meters)     457.     (feet)  VERTCON   
 FY2770  ___________________________________________________________________
 FY2770  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 FY2770  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 FY2770  HORZ ORDER  -  SECOND
 FY2770  VERT ORDER  -  THIRD ? (See Below)
 FY2770
 FY2770.The horizontal coordinates were established by classical geodetic methods
 FY2770.and adjusted by the National Geodetic Survey in August 2005.
 FY2770
 FY2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2770.The vertical order pertains to the NGVD 29 superseded value.
 FY2770
 FY2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2770
 FY2770.The geoid height was determined by GEOID03.
 FY2770
 FY2770;                    North         East     Units Scale Factor Converg.
 FY2770;SPC NC       -   290,080.909   676,336.386   MT  1.00006056   +0 25 44.9
 FY2770;SPC NC       -   951,707.12  2,218,946.96   sFT  1.00006056   +0 25 44.9
 FY2770;UTM  17      - 4,027,658.175   746,159.797   MT  1.00034664   +1 37 38.8
 FY2770
 FY2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2770!SPC NC       -   0.99998334  x   1.00006056  =   1.00004390
 FY2770!UTM  17      -   0.99998334  x   1.00034664  =   1.00032998
 FY2770
 FY2770:                Primary Azimuth Mark                     Grid Az
 FY2770:SPC NC       -  BOB                                      204 36 27.8
 FY2770:UTM  17      -  BOB                                      203 24 33.9
 FY2770
 FY2770|---------------------------------------------------------------------|
 FY2770| PID    Reference Object                     Distance      Geod. Az  |
 FY2770|                                                           dddmmss.s |
 FY2770| FY2771 BOB                                 403.650 METERS 2050212.7 |
 FY2770| FY2773 BROWN                               472.259 METERS 2502237.3 |
 FY2770|---------------------------------------------------------------------|
 FY2770
 FY2770                          SUPERSEDED SURVEY CONTROL
 FY2770
 FY2770  NAD 83(1993)-  36 21 45.20200(N)    078 15 23.27163(W) AD(       ) 2
 FY2770  NAD 83(1986)-  36 21 45.19875(N)    078 15 23.28088(W) AD(       ) 2
 FY2770  NAD 27      -  36 21 44.67273(N)    078 15 24.30105(W) AD(       ) 2
 FY2770  NGVD 29 (07/19/86)  139.5    (m)          458.     (f) LEVELING    3  
 FY2770
 FY2770.Superseded values are not recommended for survey control.
 FY2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2770.See file dsdata.txt to determine how the superseded data were derived.
 FY2770
 FY2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4616027658(NAD 83)
 FY2770_MARKER: DE = TRAVERSE STATION DISK
 FY2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2770_STAMPING: AXTELL 1969
 FY2770_MARK LOGO: NCGS  
 FY2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2770+STABILITY: SURFACE MOTION
 FY2770
 FY2770  HISTORY     - Date     Condition        Report By
 FY2770  HISTORY     - 1969     MONUMENTED       NCGS
 FY2770  HISTORY     - 1987     GOOD             USPSQD
 FY2770
 FY2770                          STATION DESCRIPTION
 FY2770
 FY2770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2770'AXTELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2770'IN THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2770'
 FY2770'AXTELL IS LOCATED APPROXIMATELY 6.1 MILES SOUTHWEST OF
 FY2770'WARRENTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S.
 FY2770'401 AND SR 1001 IN WARRENTON, GO WEST ON SR 1001 FOR 6.8 MILES
 FY2770'TO INTERSECTION OF SR 1001 AND SR 1100, STATION IS IN THE
 FY2770'NORTHEAST CORNER OF THE INTERSECTION.
 FY2770'
 FY2770'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2770'AXTELL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2770'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2770'
 FY2770'MARK IS
 FY2770'
 FY2770'32.0 FT N OF C/L OF SR 1001
 FY2770'
 FY2770'54.1 FT E OF C/L OF SR 1100
 FY2770'
 FY2770'13.1 FT SSE OF 30 INCH OAK
 FY2770'
 FY2770'48.3 FT SW OF 6 INCH PECAN STUMP WITH ALUMINUM REF. TAG
 FY2770'
 FY2770'32.1 FT W OF CREPE MYRTLE BUSH
 FY2770'
 FY2770'94.3 FT AXTELL SIGN POST AND WITH ALUMINUM REF. TAG
 FY2770
 FY2770                          STATION RECOVERY (1987)
 FY2770
 FY2770'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3552 ***********************************************************************
 FY3552  DESIGNATION -  AXTON
 FY3552  PID         -  FY3552
 FY3552  STATE/COUNTY-  NC/GUILFORD
 FY3552  USGS QUAD   -  GREENSBORO (1994)
 FY3552
 FY3552                         *CURRENT SURVEY CONTROL
 FY3552  ___________________________________________________________________
 FY3552* NAD 83(2001)-  36 06 20.53172(N)    079 49 28.26240(W)     ADJUSTED  
 FY3552* NAVD 88     -       267.2    (meters)     877.     (feet)  VERTCON   
 FY3552  ___________________________________________________________________
 FY3552  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 FY3552  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FY3552  HORZ ORDER  -  SECOND
 FY3552
 FY3552.The horizontal coordinates were established by classical geodetic methods
 FY3552.and adjusted by the National Geodetic Survey in August 2005.
 FY3552
 FY3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3552
 FY3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3552
 FY3552.The geoid height was determined by GEOID03.
 FY3552
 FY3552;                    North         East     Units Scale Factor Converg.
 FY3552;SPC NC       -   261,637.510   535,361.106   MT  0.99998356   -0 28 33.2
 FY3552;SPC NC       -   858,389.06  1,756,430.56   sFT  0.99998356   -0 28 33.2
 FY3552;UTM  17      - 3,996,312.212   605,804.185   MT  0.99973793   +0 41 33.9
 FY3552
 FY3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3552!SPC NC       -   0.99996296  x   0.99998356  =   0.99994652
 FY3552!UTM  17      -   0.99996296  x   0.99973793  =   0.99970090
 FY3552
 FY3552:                Primary Azimuth Mark                     Grid Az
 FY3552:SPC NC       -  SEARS                                    142 48 40.4
 FY3552:UTM  17      -  SEARS                                    141 38 33.3
 FY3552
 FY3552|---------------------------------------------------------------------|
 FY3552| PID    Reference Object                     Distance      Geod. Az  |
 FY3552|                                                           dddmmss.s |
 FY3552| FY1131 SEARS                               APPROX. 0.6 KM 1422007.2 |
 FY3552| FY1132 MIKE                                400.021 METERS 3244655.1 |
 FY3552|---------------------------------------------------------------------|
 FY3552
 FY3552                          SUPERSEDED SURVEY CONTROL
 FY3552
 FY3552  NAD 83(1993)-  36 06 20.53878(N)    079 49 28.26940(W) AD(       ) 2
 FY3552  NAD 83(1986)-  36 06 20.53933(N)    079 49 28.27021(W) AD(       ) 2
 FY3552  NAD 27      -  36 06 20.05085(N)    079 49 29.15684(W) AD(       ) 2
 FY3552  NGVD 29 (07/19/86)  267.4    (m)          877.     (f) VERT ANG    3  
 FY3552
 FY3552.Superseded values are not recommended for survey control.
 FY3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3552.See file dsdata.txt to determine how the superseded data were derived.
 FY3552
 FY3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0580496312(NAD 83)
 FY3552_MARKER: DE = TRAVERSE STATION DISK
 FY3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3552_MARK LOGO: NCGS  
 FY3552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3552+STABILITY: SURFACE MOTION
 FY3552
 FY3552  HISTORY     - Date     Condition        Report By
 FY3552  HISTORY     - 1963     MONUMENTED       NCGS
 FY3552  HISTORY     - 1983     GOOD             USPSQD
 FY3552  HISTORY     - 19940203 MARK NOT FOUND   NCGS
 FY3552  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 FY3552  HISTORY     - 19970626 SEE DESCRIPTION  NC1940
 FY3552  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 FY3552  HISTORY     - 20050921 MARK NOT FOUND   USPSQD
 FY3552
 FY3552                          STATION DESCRIPTION
 FY3552
 FY3552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3552'AXTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3552'NORTH CAROLINA.  STATION IS 3 MILES NW OF GREENSBORO, LOCATED 0.1
 FY3552'MILE NE ALONG DIRT ROAD FROM U.S. 220.  0.05 MILE SW OF
 FY3552'BRANCHWOOD DRIVE, BETWEEN W. P. BALLARD CO. AND AXTON CROSS
 FY3552'CO. BUILDING.  AND ON S SIDE OF DIRT ROAD ON SW SIDE OF SOUTHERN
 FY3552'RR TRACKS.
 FY3552'
 FY3552'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3552'AXTON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3552'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY3552'
 FY3552'MARK IS
 FY3552'
 FY3552'123.5 FT S OF C/L OF DIRT ROAD
 FY3552'
 FY3552'41.5 FT SE OF RR MAINTENANCE SIGN
 FY3552'
 FY3552'134.7 FT S OF 3 LEAD NAILS IN 6 FT X 6 FT RR SIGN
 FY3552'
 FY3552'74.8 FT SE OF BRAKE ON SPUR LINE
 FY3552'
 FY3552'20.4 FT E OF E RAIL OF SPUR LINE
 FY3552'
 FY3552'2.8 FT W OF W RAIL OF MAIN TRACK
 FY3552'
 FY3552'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3552
 FY3552                          STATION RECOVERY (1983)
 FY3552
 FY3552'RECOVERY NOTE BY US POWER SQUADRON 1983 (WBW)
 FY3552'AXTON 1963 RECOVERED GOOD.
 FY3552'
 FY3552'IN DESCRIPTION DELETE AXTON CROSS CO. BUILDING --BUILDING IS NOW
 FY3552'VACANT.
 FY3552
 FY3552                          STATION RECOVERY (1994)
 FY3552
 FY3552'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (LWA)
 FY3552'STATION WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED WHEN THE
 FY3552'RAILS WERE DISMANTLED.
 FY3552
 FY3552                          STATION RECOVERY (1995)
 FY3552
 FY3552'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY3552'MARK NOT FOUND.
 FY3552
 FY3552                          STATION RECOVERY (1997)
 FY3552
 FY3552'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 FY3552'MARK WAS SEARCHED FOR, BUT NOT FOUND.
 FY3552
 FY3552                          STATION RECOVERY (2004)
 FY3552
 FY3552'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY3552'MARK NOT FOUND.
 FY3552
 FY3552                          STATION RECOVERY (2005)
 FY3552
 FY3552'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0971 ***********************************************************************
 EA0971  DESIGNATION -  AYCOCK
 EA0971  PID         -  EA0971
 EA0971  STATE/COUNTY-  NC/DUPLIN
 EA0971  USGS QUAD   -  CHINQUAPIN (1981)
 EA0971
 EA0971                         *CURRENT SURVEY CONTROL
 EA0971  ___________________________________________________________________
 EA0971* NAD 83(2001)-  34 48 15.70674(N)    077 47 07.49597(W)     ADJUSTED  
 EA0971* NAVD 88     -        16.924  (meters)      55.52   (feet)  ADJUSTED  
 EA0971  ___________________________________________________________________
 EA0971  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EA0971  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 EA0971  DYNAMIC HT  -          16.908 (meters)      55.47  (feet)  COMP
 EA0971  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 EA0971
 EA0971  HORZ ORDER  -  SECOND
 EA0971  VERT ORDER  -  SECOND    CLASS II
 EA0971
 EA0971.The horizontal coordinates were established by classical geodetic methods
 EA0971.and adjusted by the National Geodetic Survey in August 2005.
 EA0971
 EA0971.The orthometric height was determined by differential leveling
 EA0971.and adjusted in June 1991.
 EA0971
 EA0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0971
 EA0971.The geoid height was determined by GEOID03.
 EA0971
 EA0971.The dynamic height is computed by dividing the NAVD 88
 EA0971.geopotential number by the normal gravity value computed on the
 EA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0971.degrees latitude (g = 980.6199 gals.).
 EA0971
 EA0971.The modeled gravity was interpolated from observed gravity values.
 EA0971
 EA0971;                    North         East     Units Scale Factor Converg.
 EA0971;SPC NC       -   117,641.092   720,728.096   MT  0.99990288   +0 42 03.7
 EA0971;SPC NC       -   385,960.82  2,364,588.76   sFT  0.99990288   +0 42 03.7
 EA0971;UTM  18      - 3,854,884.945   245,187.494   MT  1.00040034   -1 35 26.5
 EA0971
 EA0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0971!SPC NC       -   1.00000307  x   0.99990288  =   0.99990595
 EA0971!UTM  18      -   1.00000307  x   1.00040034  =   1.00040341
 EA0971
 EA0971:                Primary Azimuth Mark                     Grid Az
 EA0971:SPC NC       -  TURKEY                                   310 48 12.9
 EA0971:UTM  18      -  TURKEY                                   313 05 43.1
 EA0971
 EA0971|---------------------------------------------------------------------|
 EA0971| PID    Reference Object                     Distance      Geod. Az  |
 EA0971|                                                           dddmmss.s |
 EA0971| EA1112 TURKEY                              APPROX. 0.5 KM 3113016.6 |
 EA0971|---------------------------------------------------------------------|
 EA0971
 EA0971                          SUPERSEDED SURVEY CONTROL
 EA0971
 EA0971  NAD 83(1986)-  34 48 15.71720(N)    077 47 07.50692(W) AD(       ) 2
 EA0971  NAD 27      -  34 48 15.11707(N)    077 47 08.58847(W) AD(       ) 2
 EA0971  NGVD 29 (??/??/92)   17.221  (m)           56.50   (f) ADJ UNCH    2 2
 EA0971
 EA0971.Superseded values are not recommended for survey control.
 EA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0971.See file dsdata.txt to determine how the superseded data were derived.
 EA0971
 EA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4518754885(NAD 83)
 EA0971_MARKER: DD = SURVEY DISK
 EA0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0971_STAMPING: AYCOCK 1975
 EA0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0971+STABILITY: SURFACE MOTION
 EA0971
 EA0971  HISTORY     - Date     Condition        Report By
 EA0971  HISTORY     - 1974     MONUMENTED       NCGS
 EA0971  HISTORY     - 1975     GOOD             NCGS
 EA0971
 EA0971                          STATION DESCRIPTION
 EA0971
 EA0971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0971'AYCOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0971'THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0971'
 EA0971'AYCOCK IS LOCATED APPROXIMATELY 2.2 MILES SE OF CHINQUAPIN, AND
 EA0971'12.8 MILES ENE OF WALLACE.  TO REACH STATION FROM INTERSECTION OF
 EA0971'NC 41 WITH NC 50 AT CHINQUAPIN, PROCEED SOUTHEAST ALONG NC 50 FOR
 EA0971'2.5 MILES TO STATION ON LEFT IN YARD ON WEST SIDE OF AYCOCKS
 EA0971'RESIDENCE (AN UNPAINTED HOUSE).  0.2 MILE NW OF INTERSECTION WITH
 EA0971'SR 1715 AT MAREADY COMMUNITY.
 EA0971'
 EA0971'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0971'AYCOCK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0971'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0971'
 EA0971'MARK IS 37.8 FT NE OF C/L OF NC 50
 EA0971'
 EA0971'58.3 FT W OF SW CORNER OF HOUSE
 EA0971'
 EA0971'33.9 FT W OF 18 IN PECAN TREE WITH ALUMINUM REF. TAG
 EA0971'
 EA0971'40.8 FT S OF PP WITH ALUMINUM REF. TAG
 EA0971'
 EA0971'132.8 FT SE OF PP WITH ALUMINUM REF. TAG
 EA0971
 EA0971                          STATION RECOVERY (1975)
 EA0971
 EA0971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0971'2.2 MI SE FROM CHINQUAPIN.
 EA0971'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0971'PROCEED SOUTHEAST ALONG NC 50 FOR 2.5 MILES TO STATION ON LEFT IN YARD
 EA0971'ON WEST SIDE OF AYCOCKS RESIDENCE (AN UNPAINTED HOUSE), AND 0.2 MILE
 EA0971'NW OF INTERSECTION WITH SR 1715 AT MAREADY COMMUNITY.  37.8 FT. NE OF
 EA0971'C/L OF NC 50, 58.3 FT. WEST OF SW CORNER OF HOUSE, 33.9 FT. WEST OF 18
 EA0971'IN. PECAN TREE WITH ALUMINUM REF. TAG, 40.8 FT. SOUTH OF PP WITH
 EA0971'ALUMINUM REF. TAG, AND 132.8 FT. SE OF PP WITH ALUMINUM REF. TAG. DISK
 EA0971'IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE
 EA0971'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3059 ***********************************************************************
 EZ3059  DESIGNATION -  AYCOCK
 EZ3059  PID         -  EZ3059
 EZ3059  STATE/COUNTY-  NC/CHATHAM
 EZ3059  USGS QUAD   -  SILK HOPE (1974)
 EZ3059
 EZ3059                         *CURRENT SURVEY CONTROL
 EZ3059  ___________________________________________________________________
 EZ3059* NAD 83(2001)-  35 49 34.65626(N)    079 19 40.05786(W)     ADJUSTED  
 EZ3059* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 EZ3059  ___________________________________________________________________
 EZ3059  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 EZ3059  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 EZ3059  HORZ ORDER  -  SECOND
 EZ3059
 EZ3059.The horizontal coordinates were established by classical geodetic methods
 EZ3059.and adjusted by the National Geodetic Survey in August 2005.
 EZ3059
 EZ3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3059
 EZ3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3059
 EZ3059.The geoid height was determined by GEOID03.
 EZ3059
 EZ3059;                    North         East     Units Scale Factor Converg.
 EZ3059;SPC NC       -   230,376.748   579,983.781   MT  0.99992276   -0 11 21.1
 EZ3059;SPC NC       -   755,827.71  1,902,830.12   sFT  0.99992276   -0 11 21.1
 EZ3059;UTM  17      - 3,965,972.539   651,048.595   MT  0.99988115   +0 58 44.3
 EZ3059
 EZ3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3059!SPC NC       -   0.99997626  x   0.99992276  =   0.99989903
 EZ3059!UTM  17      -   0.99997626  x   0.99988115  =   0.99985742
 EZ3059
 EZ3059:                Primary Azimuth Mark                     Grid Az
 EZ3059:SPC NC       -  VALLEY                                   238 23 11.8
 EZ3059:UTM  17      -  VALLEY                                   237 13 06.4
 EZ3059
 EZ3059|---------------------------------------------------------------------|
 EZ3059| PID    Reference Object                     Distance      Geod. Az  |
 EZ3059|                                                           dddmmss.s |
 EZ3059| EZ3060 VALLEY                              APPROX. 1.8 KM 2381150.7 |
 EZ3059|---------------------------------------------------------------------|
 EZ3059
 EZ3059                          SUPERSEDED SURVEY CONTROL
 EZ3059
 EZ3059  NAD 83(1986)-  35 49 34.65982(N)    079 19 40.06902(W) AD(       ) 2
 EZ3059  NAD 27      -  35 49 34.14996(N)    079 19 41.00787(W) AD(       ) 2
 EZ3059  NGVD 29 (07/19/86)  182.0    (m)          597.     (f) VERT ANG    3  
 EZ3059
 EZ3059.Superseded values are not recommended for survey control.
 EZ3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3059.See file dsdata.txt to determine how the superseded data were derived.
 EZ3059
 EZ3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5104965973(NAD 83)
 EZ3059_MARKER: DE = TRAVERSE STATION DISK
 EZ3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3059_STAMPING: AYCOCK 1970
 EZ3059_MARK LOGO: NCGS  
 EZ3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3059+STABILITY: SURFACE MOTION
 EZ3059
 EZ3059  HISTORY     - Date     Condition        Report By
 EZ3059  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3059
 EZ3059                          STATION DESCRIPTION
 EZ3059
 EZ3059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3059'AYCOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3059'VICINITY OF SOUTH BURLINGTON, NORTH CAROLINA.
 EZ3059'
 EZ3059'AYCOCK IS LOCATED APPROXIMATELY 11.2 MILES NORTHWEST OF PITTSBORO
 EZ3059'AND 4.0 MILES NNE OF SILK HOPE.  TO REACH STATION PROCEED FROM THE
 EZ3059'INTERSECTION OF SR 1553 AND SR 1549, GO WEST ON SR 1553 FOR 0.7
 EZ3059'MILE TO STATION ON RIGHT, ON EAST SIDE OF LANE LEADING TO HOME OF
 EZ3059'MR.  AYCOCK, AND 2.0 MILES EAST OF INTERSECTION OF SR 1553 AND
 EZ3059'SR 1003.
 EZ3059'
 EZ3059'STATION MARK IS A STATION N. C. BRASS TRAVERSE DISK, STAMPED AYCOCK
 EZ3059'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3059'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3059'
 EZ3059'MARK IS
 EZ3059'34.6 FEET N OF C/L OF SR 1553.
 EZ3059'16.2 FEET E OF C/L OF DRIVEWAY.
 EZ3059'190.5 FEET SSW OF PP WITH ALUMINUM REF. TAG.
 EZ3059'5.7 FEET SW OF CORNER OF PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4141 ***********************************************************************
 EZ4141  DESIGNATION -  AYCOCK
 EZ4141  PID         -  EZ4141
 EZ4141  STATE/COUNTY-  NC/WAYNE
 EZ4141  USGS QUAD   -  KENLY EAST (1978)
 EZ4141
 EZ4141                         *CURRENT SURVEY CONTROL
 EZ4141  ___________________________________________________________________
 EZ4141* NAD 83(2001)-  35 33 37.78449(N)    078 03 00.57331(W)     ADJUSTED  
 EZ4141* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 EZ4141  ___________________________________________________________________
 EZ4141  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 EZ4141  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EZ4141  HORZ ORDER  -  THIRD
 EZ4141
 EZ4141.The horizontal coordinates were established by classical geodetic methods
 EZ4141.and adjusted by the National Geodetic Survey in August 2005.
 EZ4141
 EZ4141.The orthometric height was scaled from a topographic map.
 EZ4141
 EZ4141.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4141
 EZ4141.The geoid height was determined by GEOID03.
 EZ4141
 EZ4141;                    North         East     Units Scale Factor Converg.
 EZ4141;SPC NC       -   201,251.495   695,703.990   MT  0.99988706   +0 32 53.6
 EZ4141;SPC NC       -   660,272.61  2,282,488.84   sFT  0.99988706   +0 32 53.6
 EZ4141;UTM  17      - 3,939,207.548   767,367.997   MT  1.00048102   +1 42 59.5
 EZ4141;UTM  18      - 3,939,484.764   223,536.569   MT  1.00054199   -1 46 29.9
 EZ4141
 EZ4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4141!SPC NC       -   0.99999860  x   0.99988706  =   0.99988566
 EZ4141!UTM  17      -   0.99999860  x   1.00048102  =   1.00047962
 EZ4141!UTM  18      -   0.99999860  x   1.00054199  =   1.00054059
 EZ4141
 EZ4141|---------------------------------------------------------------------|
 EZ4141| PID    Reference Object                     Distance      Geod. Az  |
 EZ4141|                                                           dddmmss.s |
 EZ4141| EZ6071 AYCOCK RM 1                          31.327 METERS 14548     |
 EZ4141| EZ6072 AYCOCK RM 2                          23.768 METERS 25501     |
 EZ4141| EZ6070 AYCOCK AZ MK                                       2771610.8 |
 EZ4141|---------------------------------------------------------------------|
 EZ4141
 EZ4141                          SUPERSEDED SURVEY CONTROL
 EZ4141
 EZ4141  NAD 83(1986)-  35 33 37.79150(N)    078 03 00.58194(W) AD(       ) 3
 EZ4141  NAD 27      -  35 33 37.21500(N)    078 03 01.61900(W) AD(       ) 3
 EZ4141
 EZ4141.Superseded values are not recommended for survey control.
 EZ4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4141.See file dsdata.txt to determine how the superseded data were derived.
 EZ4141
 EZ4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6736839208(NAD 83)
 EZ4141_MARKER: DS = TRIANGULATION STATION DISK
 EZ4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4141
 EZ4141  HISTORY     - Date     Condition        Report By
 EZ4141  HISTORY     - 1949     MONUMENTED       CGS
 EZ4141  HISTORY     - 1977     MARK NOT FOUND   NCGS
 EZ4141
 EZ4141                          STATION DESCRIPTION
 EZ4141
 EZ4141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ4141'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 EZ4141'STATE HIGHWAYS 222 AND 581 ABOUT 5 MILES WEST OF FREMONT AND
 EZ4141'4 MILES SOUTHEAST OF KENLY.  IT IS 79 FEET NORTHEAST OF THE
 EZ4141'INTERSECTION, 54 FEET NORTH OF CENTER OF HIGHWAY 222, 46 FEET
 EZ4141'EAST OF CENTER OF HIGHWAY 581 AND 27 FEET NORTHEAST OF A WHITE
 EZ4141'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 EZ4141'IS STAMPED AYCOCK 1949.
 EZ4141'
 EZ4141'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF CENTER OF HIGHWAY
 EZ4141'222 AND 14 FEET WEST OF A HIGHWAY RIGHT OF WAY MARKER.  THE
 EZ4141'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED AYCOCK
 EZ4141'NO 1 1949.
 EZ4141'
 EZ4141'REFERENCE MARK NO. 2 IS 41 FEET NORTHWEST OF THE INTERSECTION,
 EZ4141'37 FEET NORTH OF CENTER OF HIGHWAY 222 AND 26 FEET WEST OF
 EZ4141'CENTER OF HIGHWAY 581.  THE MARK IS FLUSH WITH THE GROUND
 EZ4141'AND THE DISK IS STAMPED AYCOCK NO 2 1949.
 EZ4141'
 EZ4141'AZIMUTH MARK IS 25 FEET SOUTHWEST OF CENTER OF HIGHWAY 222
 EZ4141'AND 4 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 EZ4141'ABOUT 2 INCHES AND THE DISK IS STAMPED AYCOCK 1949.
 EZ4141'
 EZ4141'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 EZ4141'HIGHWAY 222 FOR 0.35 MILE TO THE MARK ON LEFT AS DESCRIBED.
 EZ4141'
 EZ4141'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ4141
 EZ4141                          STATION RECOVERY (1977)
 EZ4141
 EZ4141'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (JWC)
 EZ4141'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED
 EZ4141'FOR BUT NOT FOUND.  REFERENCE MARK 1 WAS FOUND AS DESCRIBED.
 EZ4141'
 EZ4141'WITH THE AID OF AN INVERSE FROM BIRTH (NCGS) ACROSS THE
 EZ4141'INTERSECTION FROM THE STATION, ANGLE AND DISTANCE WAS MEASURED
 EZ4141'AND A FOUR FOOT HOLE DUG, BUT THE STATION NOR THE UNDERGROUND
 EZ4141'MARK WAS FOUND.  REFERENCE MARK 1 WAS FOUND AND THE DISTANCE AND
 EZ4141'DIRECTION WAS CONFIRMED TO AGREE WITH THE DIRECTION FROM BIRTH
 EZ4141'(NCGS).  A CONCRETE MONUMENT WAS FOUND IN THE WOODS NEARBY, BUT
 EZ4141'NO DISK.
 EZ4141'
 EZ4141'REFERENCE MARK 2 IS PROBABLY DESTROYED AS DITCHING HAS BEEN
 EZ4141'DONE WHERE IT WAS LOCATED.
 EZ4141'
 EZ4141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ4141'4 MILES SE OF KENLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4214 ***********************************************************************
 EZ4214  DESIGNATION -  AYCOCK
 EZ4214  PID         -  EZ4214
 EZ4214  STATE/COUNTY-  NC/JOHNSTON
 EZ4214  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4214
 EZ4214                         *CURRENT SURVEY CONTROL
 EZ4214  ___________________________________________________________________
 EZ4214* NAD 83(2001)-  35 37 43.48674(N)    078 09 06.14788(W)     ADJUSTED  
 EZ4214* NAVD 88     -        58.2    (meters)     191.     (feet)  VERTCON   
 EZ4214  ___________________________________________________________________
 EZ4214  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EZ4214  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EZ4214  HORZ ORDER  -  SECOND
 EZ4214
 EZ4214.The horizontal coordinates were established by classical geodetic methods
 EZ4214.and adjusted by the National Geodetic Survey in August 2005.
 EZ4214
 EZ4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4214
 EZ4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4214
 EZ4214.The geoid height was determined by GEOID03.
 EZ4214
 EZ4214;                    North         East     Units Scale Factor Converg.
 EZ4214;SPC NC       -   208,739.528   686,434.187   MT  0.99989417   +0 29 22.6
 EZ4214;SPC NC       -   684,839.60  2,252,076.16   sFT  0.99989417   +0 29 22.6
 EZ4214;UTM  17      - 3,946,508.919   757,942.026   MT  1.00041997   +1 39 36.5
 EZ4214
 EZ4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4214!SPC NC       -   0.99999628  x   0.99989417  =   0.99989045
 EZ4214!UTM  17      -   0.99999628  x   1.00041997  =   1.00041625
 EZ4214
 EZ4214:                Primary Azimuth Mark                     Grid Az
 EZ4214:SPC NC       -  COCKRELL                                 319 36 14.3
 EZ4214:UTM  17      -  COCKRELL                                 318 26 00.4
 EZ4214
 EZ4214|---------------------------------------------------------------------|
 EZ4214| PID    Reference Object                     Distance      Geod. Az  |
 EZ4214|                                                           dddmmss.s |
 EZ4214| EZ4225 COCKRELL                            APPROX. 1.8 KM 3200536.9 |
 EZ4214|---------------------------------------------------------------------|
 EZ4214
 EZ4214                          SUPERSEDED SURVEY CONTROL
 EZ4214
 EZ4214  NAD 83(1986)-  35 37 43.49364(N)    078 09 06.16020(W) AD(       ) 2
 EZ4214  NAD 27      -  35 37 42.91987(N)    078 09 07.18040(W) AD(       ) 2
 EZ4214  NGVD 29 (07/19/86)   58.5    (m)          192.     (f) VERT ANG    3  
 EZ4214
 EZ4214.Superseded values are not recommended for survey control.
 EZ4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4214.See file dsdata.txt to determine how the superseded data were derived.
 EZ4214
 EZ4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5794246509(NAD 83)
 EZ4214_MARKER: DE = TRAVERSE STATION DISK
 EZ4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4214_STAMPING: AYCOCK 1972
 EZ4214_MARK LOGO: NCGS  
 EZ4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4214+STABILITY: SURFACE MOTION
 EZ4214
 EZ4214  HISTORY     - Date     Condition        Report By
 EZ4214  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4214
 EZ4214                          STATION DESCRIPTION
 EZ4214
 EZ4214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4214'AYCOCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4214'VICINITY OF KENLY, NORTH CAROLINA.
 EZ4214'
 EZ4214'AYCOCK IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF KENLY AND
 EZ4214'3.3 MILES SSE OF MOORES SCHOOLHOUSE CROSSROADS.  TO REACH STATION
 EZ4214'FROM THE INTERSECTION OF NC 222 AND US 301 IN KENLY, PROCEED
 EZ4214'NORTHWEST ALONG NC 222 FOR 2.8 MILES TO STATION ON LEFT SHOULDER,
 EZ4214'0.35 MILE SOUTHEAST OF INTERSECTION WITH SR 2148, APPROXIMATELY
 EZ4214'175 FEET SSW OF AYCOCK RESIDENCE AND ON SOUTHEAST SIDE OF A FIELD
 EZ4214'ROAD (SW).
 EZ4214'
 EZ4214'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AYCOCK
 EZ4214'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ4214'INCHES BELOW THE GROUND.
 EZ4214'
 EZ4214'MARK IS
 EZ4214'16.4 FEET SW OF C/L OF NC 222.
 EZ4214'21.0 FEET SE OF C/L OF FIELD ROAD.
 EZ4214'36.0 FEET SW OF SW END OF SE HEADWALL OF CULVERT UNDER CONCRETE
 EZ4214'DRIVE. 24.7 FEET NNE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ4214'66.8 FEET W OF 16 INCH PINE WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3040 ***********************************************************************
 EY3040  DESIGNATION -  AYCOCK
 EY3040  PID         -  EY3040
 EY3040  STATE/COUNTY-  NC/WAYNE
 EY3040  USGS QUAD   -  FREMONT (1978)
 EY3040
 EY3040                         *CURRENT SURVEY CONTROL
 EY3040  ___________________________________________________________________
 EY3040* NAD 83(2001)-  35 32 31.88224(N)    077 58 09.40360(W)     ADJUSTED  
 EY3040* NAVD 88     -        44.60   (+/-2cm)     146.3    (feet)  VERTCON   
 EY3040  ___________________________________________________________________
 EY3040  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 EY3040  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY3040  HORZ ORDER  -  SECOND
 EY3040  VERT ORDER  -  THIRD ? (See Below)
 EY3040
 EY3040.The horizontal coordinates were established by classical geodetic methods
 EY3040.and adjusted by the National Geodetic Survey in August 2005.
 EY3040
 EY3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3040.The vertical order pertains to the NGVD 29 superseded value.
 EY3040
 EY3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3040
 EY3040.The geoid height was determined by GEOID03.
 EY3040
 EY3040;                    North         East     Units Scale Factor Converg.
 EY3040;SPC NC       -   199,293.891   703,056.613   MT  0.99988540   +0 35 41.6
 EY3040;SPC NC       -   653,850.04  2,306,611.57   sFT  0.99988540   +0 35 41.6
 EY3040;UTM  18      - 3,937,229.375   230,808.406   MT  1.00049308   -1 43 37.5
 EY3040;UTM  17      - 3,937,399.126   774,763.579   MT  1.00053044   +1 45 46.3
 EY3040
 EY3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3040!SPC NC       -   0.99999848  x   0.99988540  =   0.99988388
 EY3040!UTM  18      -   0.99999848  x   1.00049308  =   1.00049156
 EY3040!UTM  17      -   0.99999848  x   1.00053044  =   1.00052892
 EY3040
 EY3040:                Primary Azimuth Mark                     Grid Az
 EY3040:SPC NC       -  WILSON JOYNER                            131 11 37.5
 EY3040:UTM  18      -  WILSON JOYNER                            133 30 56.6
 EY3040:UTM  17      -  WILSON JOYNER                            130 01 32.8
 EY3040
 EY3040|---------------------------------------------------------------------|
 EY3040| PID    Reference Object                     Distance      Geod. Az  |
 EY3040|                                                           dddmmss.s |
 EY3040| EY3039 WILSON JOYNER                       APPROX. 1.0 KM 1314719.1 |
 EY3040|---------------------------------------------------------------------|
 EY3040
 EY3040                          SUPERSEDED SURVEY CONTROL
 EY3040
 EY3040  NAD 83(1986)-  35 32 31.89030(N)    077 58 09.41225(W) AD(       ) 2
 EY3040  NAD 27      -  35 32 31.31312(N)    077 58 10.46350(W) AD(       ) 2
 EY3040  NGVD 29 (07/19/86)   44.93   (m)          147.4    (f) LEVELING    3  
 EY3040
 EY3040.Superseded values are not recommended for survey control.
 EY3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3040.See file dsdata.txt to determine how the superseded data were derived.
 EY3040
 EY3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3080837229(NAD 83)
 EY3040_MARKER: DE = TRAVERSE STATION DISK
 EY3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3040+STABILITY: SURFACE MOTION
 EY3040
 EY3040  HISTORY     - Date     Condition        Report By
 EY3040  HISTORY     - 1975     MONUMENTED       NCGS
 EY3040  HISTORY     - 1987     GOOD             USPSQD
 EY3040
 EY3040                          STATION DESCRIPTION
 EY3040
 EY3040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY3040'AYCOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3040'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EY3040'
 EY3040'AYCOCK IS LOCATED IN EAST FREMONT.  TO REACH STATION FROM THE
 EY3040'SOUTHERNMOST INTERSECTION OF U.S. 117 WITH NC 222 IN FREMONT,
 EY3040'PROCEED EASTERLY ALONG NC 222 FOR 0.35 MILE TO AYCOCK STREET (S)
 EY3040'AND STATION ON LEFT OF THE T INTERSECTION, AND IN THE SOUTHEAST
 EY3040'CORNER OF A YARD WITH A LARGE TWO STORY WHITE FRAME RESIDENCE OF
 EY3040'HUGH TURLINGTON.
 EY3040'
 EY3040'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3040'AYCOCK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3040'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3040'
 EY3040'MARK IS 17.6 FT NNE OF C/L OF NC 222
 EY3040'
 EY3040'36.0 FT N OF C/L OF INTERSECTION OF NC 222 WITH SR 1538 (AYCOCK
 EY3040'ST.)
 EY3040'
 EY3040'49.3 FT SSE OF CENTER OF BOTTOM FRONT STEP OF TURLINGTON RESIDENCE
 EY3040'
 EY3040'81.1 FT NNW OF CENTER OF TOP OF FIRE HYDRANT
 EY3040'
 EY3040'11.7 FT WNW OF CONCRETE STREET MARKER
 EY3040'
 EY3040'70.4 FT E OF 40 INCH OAK WITH ALUMINUM REF. TAG
 EY3040
 EY3040                          STATION RECOVERY (1987)
 EY3040
 EY3040'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY3040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2542 ***********************************************************************
 FY2542  DESIGNATION -  AYCOCK
 FY2542  PID         -  FY2542
 FY2542  STATE/COUNTY-  NC/WARREN
 FY2542  USGS QUAD   -  AFTON (1971)
 FY2542
 FY2542                         *CURRENT SURVEY CONTROL
 FY2542  ___________________________________________________________________
 FY2542* NAD 83(2001)-  36 18 05.03337(N)    078 13 16.51200(W)     ADJUSTED  
 FY2542* NAVD 88     -        99.1    (meters)     325.     (feet)  VERTCON   
 FY2542  ___________________________________________________________________
 FY2542  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 FY2542  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 FY2542  HORZ ORDER  -  SECOND
 FY2542
 FY2542.The horizontal coordinates were established by classical geodetic methods
 FY2542.and adjusted by the National Geodetic Survey in August 2005.
 FY2542
 FY2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2542
 FY2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2542
 FY2542.The geoid height was determined by GEOID03.
 FY2542
 FY2542;                    North         East     Units Scale Factor Converg.
 FY2542;SPC NC       -   283,318.651   679,549.852   MT  1.00004039   +0 26 58.1
 FY2542;SPC NC       -   929,521.27  2,229,489.81   sFT  1.00004039   +0 26 58.1
 FY2542;UTM  17      - 4,020,962.494   749,514.900   MT  1.00036715   +1 38 45.5
 FY2542
 FY2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2542!SPC NC       -   0.99998968  x   1.00004039  =   1.00003007
 FY2542!UTM  17      -   0.99998968  x   1.00036715  =   1.00035682
 FY2542
 FY2542|---------------------------------------------------------------------|
 FY2542| PID    Reference Object                     Distance      Geod. Az  |
 FY2542|                                                           dddmmss.s |
 FY2542| FY2541 SIEGALL                             248.642 METERS 00447     |
 FY2542| FY2543 CHEEK                               APPROX. 3.2 KM 2040536.0 |
 FY2542|---------------------------------------------------------------------|
 FY2542
 FY2542                          SUPERSEDED SURVEY CONTROL
 FY2542
 FY2542  NAD 83(1993)-  36 18 05.03487(N)    078 13 16.51425(W) AD(       ) 2
 FY2542  NAD 83(1986)-  36 18 05.03253(N)    078 13 16.52249(W) AD(       ) 2
 FY2542  NAD 27      -  36 18 04.50104(N)    078 13 17.54770(W) AD(       ) 2
 FY2542  NGVD 29 (07/19/86)   99.4    (m)          326.     (f) VERT ANG    3  
 FY2542
 FY2542.Superseded values are not recommended for survey control.
 FY2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2542.See file dsdata.txt to determine how the superseded data were derived.
 FY2542
 FY2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4951520962(NAD 83)
 FY2542_MARKER: DE = TRAVERSE STATION DISK
 FY2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2542+STABILITY: SURFACE MOTION
 FY2542
 FY2542  HISTORY     - Date     Condition        Report By
 FY2542  HISTORY     - 1976     MONUMENTED       NCGS
 FY2542  HISTORY     - 1985     GOOD             USPSQD
 FY2542  HISTORY     - 1987     GOOD             USPSQD
 FY2542
 FY2542                          STATION DESCRIPTION
 FY2542
 FY2542'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2542'AYCOCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FY2542'APPROXIMATELY 7.7 MILES SOUTH-SOUTHWEST OF WARRENTON AND 14.5 MILES
 FY2542'NORTH-NORTHEAST OF LOUISBURG (FRANKLIN COUNTY), NORTH CAROLINA.
 FY2542'
 FY2542'TO REACH STATION FROM THE COURTHOUSE IN WARRENTON, PROCEED
 FY2542'SOUTHWESTERLY ALONG US 401 FOR 5.9 MILES TO THE T INTERSECTION WITH
 FY2542'SR 1625 AT WARREN ACADEMY IN AFTON, CONTINUE SOUTHERLY ALONG US 401
 FY2542'FOR 2.5 MILES TO STATION ON THE LEFT, APPROXIMATELY 200 FEET SOUTHEAST
 FY2542'OF JACK AYCOCKS TWO STORY IMITATION BRICK SIDED HOUSE, AND 0.4 MILE
 FY2542'SOUTH OF THE Y INTERSECTION WITH SR 1614 (SOUTHEAST).
 FY2542'
 FY2542'STATION MARK IS A STANDARD BRASS DISK, STAMPED---AYCOCK 1976---, SET
 FY2542'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2542'SURFACE OF THE GROUND.  THE MARK IS 26.4 FEET EAST-SOUTHEAST OF THE
 FY2542'CENTERLINE OF US 401, 19.2 FEET SOUTHWEST OF POWER POLE WITH ALUMINUM
 FY2542'TAG, 74.1 FEET EAST-NORTHEAST OF 30 INCH OAK WITH ALUMINUM TAG, 28.1
 FY2542'FEET NORTHWEST OF 12 INCH PINE WITH ALUMINUM TAG, 17.2 FEET SOUTH OF
 FY2542'METAL US 401 SIGN, AND 202.6 FEET NORTH-NORTHEAST OF CENTER OF EAST
 FY2542'CONCRETE HEADWALL.
 FY2542
 FY2542                          STATION RECOVERY (1985)
 FY2542
 FY2542'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2542'RECOVERED IN GOOD CONDITION.
 FY2542
 FY2542                          STATION RECOVERY (1987)
 FY2542
 FY2542'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2050 ***********************************************************************
 FZ2050  DESIGNATION -  AYERS
 FZ2050  PID         -  FZ2050
 FZ2050  STATE/COUNTY-  NC/WATAUGA
 FZ2050  USGS QUAD   -  VALLE CRUCIS (1994)
 FZ2050
 FZ2050                         *CURRENT SURVEY CONTROL
 FZ2050  ___________________________________________________________________
 FZ2050* NAD 83(2001)-  36 11 16.64790(N)    081 45 02.63145(W)     ADJUSTED  
 FZ2050* NAVD 88     -      1013.3    (meters)    3324.     (feet)  VERTCON   
 FZ2050  ___________________________________________________________________
 FZ2050  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FZ2050  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FZ2050  HORZ ORDER  -  SECOND
 FZ2050
 FZ2050.The horizontal coordinates were established by classical geodetic methods
 FZ2050.and adjusted by the National Geodetic Survey in August 2005.
 FZ2050
 FZ2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2050
 FZ2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2050
 FZ2050.The geoid height was determined by GEOID03.
 FZ2050
 FZ2050;                    North         East     Units Scale Factor Converg.
 FZ2050;SPC NC       -   273,884.084   362,205.212   MT  1.00000601   -1 35 15.5
 FZ2050;SPC NC       -   898,568.03  1,188,334.93   sFT  1.00000601   -1 35 15.5
 FZ2050;UTM  17      - 4,005,057.157   432,498.735   MT  0.99965614   -0 26 35.8
 FZ2050
 FZ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2050!SPC NC       -   0.99984588  x   1.00000601  =   0.99985188
 FZ2050!UTM  17      -   0.99984588  x   0.99965614  =   0.99950207
 FZ2050
 FZ2050|---------------------------------------------------------------------|
 FZ2050| PID    Reference Object                     Distance      Geod. Az  |
 FZ2050|                                                           dddmmss.s |
 FZ2050| FZ2066 AYERS ECC                             6.949 METERS 10935     |
 FZ2050| FZ2049 HOUNDS                              APPROX. 1.0 KM 1124920.2 |
 FZ2050|---------------------------------------------------------------------|
 FZ2050
 FZ2050                          SUPERSEDED SURVEY CONTROL
 FZ2050
 FZ2050  NAD 83(1995)-  36 11 16.64904(N)    081 45 02.63026(W) AD(       ) 2
 FZ2050  NAD 83(1993)-  36 11 16.65419(N)    081 45 02.63379(W) AD(       ) 2
 FZ2050  NAD 83(1986)-  36 11 16.65685(N)    081 45 02.64146(W) AD(       ) 2
 FZ2050  NAD 27      -  36 11 16.19395(N)    081 45 03.24607(W) AD(       ) 2
 FZ2050  NGVD 29 (07/19/86) 1013.4    (m)         3325.     (f) VERT ANG    3  
 FZ2050
 FZ2050.Superseded values are not recommended for survey control.
 FZ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2050.See file dsdata.txt to determine how the superseded data were derived.
 FZ2050
 FZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3249905057(NAD 83)
 FZ2050_MARKER: DE = TRAVERSE STATION DISK
 FZ2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2050_STAMPING: AYERS 1969
 FZ2050_MARK LOGO: NCGS  
 FZ2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2050+STABILITY: SURFACE MOTION
 FZ2050
 FZ2050  HISTORY     - Date     Condition        Report By
 FZ2050  HISTORY     - 1967     MONUMENTED       NCGS
 FZ2050
 FZ2050                          STATION DESCRIPTION
 FZ2050
 FZ2050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (EM)
 FZ2050'AYERS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2050'VICINITY OF BOONE,
 FZ2050'NORTH CAROLINA. IS LOCATED APPROXIMATELY 4.7 MILES SQ OF BOONE.
 FZ2050'
 FZ2050'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 105 AND SR 1112
 FZ2050'ON THE SOUTH SIDE
 FZ2050'OF WATAUGA RIVER, GO WEST ON SR 1112 FOR 0.2 MILE
 FZ2050'TO GRAVEL ROAD GOING LEFT (AYERS
 FZ2050'CASTLE MOUNTAIN), FOLLOW GRAVEL ROAD
 FZ2050'UPHILL FOR 0.95 MILE TO Y INTERSECTION OF LANE TO
 FZ2050'HOME OF MR.
 FZ2050'HOLLOLAN AND ROAD TO HOME OF MR.  POTTER.  STATION IS LOCATED IN THE
 FZ2050'MIDDLE OF THE Y.
 FZ2050'
 FZ2050'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED AYERS
 FZ2050'1969, SET IN THE
 FZ2050'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ2050'FLUSH WITH THE SURFACE OF THE
 FZ2050'GROUND.
 FZ2050'
 FZ2050'MARK IS 40.7 FEET N OF N END OF CIRCLE OF HEDGE BUSHES 54.1 FEET N OF
 FZ2050'LAMP POST INSIDE
 FZ2050'CIRCLE OF HEDGE BUSHES IN YARD 178.6 FEET NE OF PP
 FZ2050'ON N SIDE OF ROAD, AND WITH
 FZ2050'ALUMINUM REF.  TAG 8.0 FEET W OF CENTER
 FZ2050'OF ROAD 9.4 FEET E OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9916 ***********************************************************************
 AE9916  DESIGNATION -  AYERS
 AE9916  PID         -  AE9916
 AE9916  STATE/COUNTY-  NC/MCDOWELL
 AE9916  USGS QUAD   -  LITTLE SWITZERLAND (1994)
 AE9916
 AE9916                         *CURRENT SURVEY CONTROL
 AE9916  ___________________________________________________________________
 AE9916* NAD 83(2001)-  35 48 59.85194(N)    082 00 22.17612(W)     ADJUSTED  
 AE9916* NAVD 88     -       578.8    (meters)    1899.     (feet)  VERTCON   
 AE9916  ___________________________________________________________________
 AE9916  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AE9916  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AE9916  HORZ ORDER  -  SECOND
 AE9916
 AE9916.The horizontal coordinates were established by classical geodetic methods
 AE9916.and adjusted by the National Geodetic Survey in August 2005.
 AE9916
 AE9916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9916
 AE9916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9916
 AE9916.The geoid height was determined by GEOID03.
 AE9916
 AE9916;                    North         East     Units Scale Factor Converg.
 AE9916;SPC NC       -   233,368.068   337,991.601   MT  0.99992108   -1 44 06.2
 AE9916;SPC NC       -   765,641.74  1,108,894.11   sFT  0.99992108   -1 44 06.2
 AE9916;UTM  17      - 3,964,076.918   409,106.231   MT  0.99970180   -0 35 19.8
 AE9916
 AE9916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9916!SPC NC       -   0.99991408  x   0.99992108  =   0.99983517
 AE9916!UTM  17      -   0.99991408  x   0.99970180  =   0.99961591
 AE9916
 AE9916                          SUPERSEDED SURVEY CONTROL
 AE9916
 AE9916  NAD 83(1995)-  35 48 59.85198(N)    082 00 22.17564(W) AD(       ) 2
 AE9916  NAD 83(1986)-  35 48 59.85956(N)    082 00 22.17622(W) AD(       ) 2
 AE9916  NGVD 29 (05/27/98)  578.9    (m)         1899.     (f) VERT ANG    3  
 AE9916
 AE9916.Superseded values are not recommended for survey control.
 AE9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9916.See file dsdata.txt to determine how the superseded data were derived.
 AE9916
 AE9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0910664077(NAD 83)
 AE9916_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9916_STAMPING: AYERS 1986
 AE9916_MARK LOGO: NCGS  
 AE9916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9916+STABILITY: SURFACE MOTION
 AE9916
 AE9916  HISTORY     - Date     Condition        Report By
 AE9916  HISTORY     - 1986     MONUMENTED       NCGS
 AE9916
 AE9916                          STATION DESCRIPTION
 AE9916
 AE9916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9916'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) SOUTH OF PITTS STATION AND
 AE9916'14.5 KM (9.00 MI) NORTH OF MARION. PROCEED ALONG SR 1573 (PITTS
 AE9916'STATION ROAD) FOR 0.5 KM (0.30 MI) SOUTHEAST FROM  US 221, THENCE
 AE9916'SOUTH ALONG SR 1560 (OLD LINVILLE ROAD) FOR 1.85 KM (1.15 MI) , THENCE
 AE9916'EAST ALONG DIRT ROAD FOR 0.8 KM (0.50 MI) TO RIDGE PATH ON RIGHT AT
 AE9916'POWER POLE, AND STATION 130 FEET (39.6 M) WEST-NORTHWEST ALONG RIDGE.
 AE9916'MARK IS FLUSH WITH GROUND AND 20-FEET HIGHER THAN THE ROAD. LOCATED
 AE9916'16.76 M (54.99 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF DIRT ROAD
 AE9916'(SLOPE DISTANCE), 2.41 M (7.91 FT) NORTH-NORTHEAST FROM AN 8-INCH
 AE9916'PINE, 2.9 M (9.5 FT) EAST-SOUTHEAST FROM A 6-INCH WHITE OAK, 4.45 M
 AE9916'(14.60 FT) WEST-SOUTHWEST FROM A 6-INCH WHITE OAK, 39.62 M (129.99 FT)
 AE9916'WEST-NORTHWEST FROM A POWER POLE (SLOPE DISTANCE)--ALL WITH REFERENCE
 AE9916'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2066 ***********************************************************************
 FZ2066  DESIGNATION -  AYERS ECC
 FZ2066  PID         -  FZ2066
 FZ2066  STATE/COUNTY-  NC/WATAUGA
 FZ2066  USGS QUAD   -  VALLE CRUCIS (1994)
 FZ2066
 FZ2066                         *CURRENT SURVEY CONTROL
 FZ2066  ___________________________________________________________________
 FZ2066* NAD 83(2001)-  36 11 16.57244(N)    081 45 02.36971(W)     ADJUSTED  
 FZ2066* NAVD 88     -      1013.4    (meters)    3325.     (feet)  VERTCON   
 FZ2066  ___________________________________________________________________
 FZ2066  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 FZ2066  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FZ2066  HORZ ORDER  -  SECOND
 FZ2066
 FZ2066.The horizontal coordinates were established by classical geodetic methods
 FZ2066.and adjusted by the National Geodetic Survey in August 2005.
 FZ2066
 FZ2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2066
 FZ2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2066
 FZ2066.The geoid height was determined by GEOID03.
 FZ2066
 FZ2066;                    North         East     Units Scale Factor Converg.
 FZ2066;SPC NC       -   273,881.577   362,211.685   MT  1.00000601   -1 35 15.4
 FZ2066;SPC NC       -   898,559.81  1,188,356.17   sFT  1.00000601   -1 35 15.4
 FZ2066;UTM  17      - 4,005,054.782   432,505.255   MT  0.99965613   -0 26 35.6
 FZ2066
 FZ2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2066!SPC NC       -   0.99984586  x   1.00000601  =   0.99985187
 FZ2066!UTM  17      -   0.99984586  x   0.99965613  =   0.99950204
 FZ2066
 FZ2066:                Primary Azimuth Mark                     Grid Az
 FZ2066:SPC NC       -  HOUNDS                                   114 25 55.9
 FZ2066:UTM  17      -  HOUNDS                                   113 17 16.1
 FZ2066
 FZ2066|---------------------------------------------------------------------|
 FZ2066| PID    Reference Object                     Distance      Geod. Az  |
 FZ2066|                                                           dddmmss.s |
 FZ2066| FZ2049 HOUNDS                              APPROX. 1.0 KM 1125040.5 |
 FZ2066| FZ2050 AYERS                                 6.949 METERS 28935     |
 FZ2066|---------------------------------------------------------------------|
 FZ2066
 FZ2066                          SUPERSEDED SURVEY CONTROL
 FZ2066
 FZ2066  NAD 83(1995)-  36 11 16.57358(N)    081 45 02.36851(W) AD(       ) 2
 FZ2066  NAD 83(1993)-  36 11 16.57873(N)    081 45 02.37205(W) AD(       ) 2
 FZ2066  NAD 83(1986)-  36 11 16.58130(N)    081 45 02.37942(W) AD(       ) 2
 FZ2066  NAD 27      -  36 11 16.11836(N)    081 45 02.98392(W) AD(       ) 2
 FZ2066  NGVD 29 (07/19/86) 1013.5    (m)         3325.     (f) VERT ANG    3  
 FZ2066
 FZ2066.Superseded values are not recommended for survey control.
 FZ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2066.See file dsdata.txt to determine how the superseded data were derived.
 FZ2066
 FZ2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3250505055(NAD 83)
 FZ2066_MARKER: Z = SEE DESCRIPTION
 FZ2066_SETTING: 0 = UNSPECIFIED SETTING
 FZ2066_MARK LOGO: NCGS  
 FZ2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2066
 FZ2066  HISTORY     - Date     Condition        Report By
 FZ2066  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2066
 FZ2066                          STATION DESCRIPTION
 FZ2066
 FZ2066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2066'AYERS ECC., A WOODEN 1 INCH X 1 INCH HUB WITH TACK WAS DRIVEN FLUSH
 FZ2066'IN GROUND 6.941 M. SE OF STATION AND TRAVERSED THROUGH BY NCGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9401 ***********************************************************************
 AF9401  DESIGNATION -  AYERSVILLE
 AF9401  PID         -  AF9401
 AF9401  STATE/COUNTY-  NC/ROCKINGHAM
 AF9401  USGS QUAD   -  AYERSVILLE (1984)
 AF9401
 AF9401                         *CURRENT SURVEY CONTROL
 AF9401  ___________________________________________________________________
 AF9401* NAD 83(2007)-  36 29 11.92955(N)    080 01 21.54744(W)     ADJUSTED  
 AF9401* NAVD 88     -       311.14   (+/-2cm)    1020.8    (feet)  VERTCON   
 AF9401  ___________________________________________________________________
 AF9401  EPOCH DATE  -        2002.00
 AF9401  X           -     889,562.198 (meters)                     COMP
 AF9401  Y           -  -5,056,647.420 (meters)                     COMP
 AF9401  Z           -   3,771,908.750 (meters)                     COMP
 AF9401  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AF9401  ELLIP HEIGHT-         278.184 (meters)          (02/10/07) ADJUSTED
 AF9401  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AF9401
 AF9401  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9401  Type    PID    Designation                      North   East  Ellip
 AF9401  -------------------------------------------------------------------
 AF9401  NETWORK AF9401 AYERSVILLE                        0.74   0.61   1.55
 AF9401  -------------------------------------------------------------------
 AF9401  VERT ORDER  -  THIRD (See Below)
 AF9401
 AF9401.The horizontal coordinates were established by GPS observations
 AF9401.and adjusted by the National Geodetic Survey in February 2007.
 AF9401
 AF9401.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9401.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9401.The horizontal coordinates are valid at the epoch date displayed above.
 AF9401.The epoch date for horizontal control is a decimal equivalence
 AF9401.of Year/Month/Day.
 AF9401
 AF9401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9401.The vertical order pertains to the NGVD 29 superseded value.
 AF9401
 AF9401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9401
 AF9401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9401
 AF9401.The ellipsoidal height was determined by GPS observations
 AF9401.and is referenced to NAD 83.
 AF9401
 AF9401.The geoid height was determined by GEOID03.
 AF9401
 AF9401;                    North         East     Units Scale Factor Converg.
 AF9401;SPC NC       -   304,074.206   517,956.962   MT  1.00010504   -0 35 24.9
 AF9401;SPC NC       -   997,616.79  1,699,330.47   sFT  1.00010504   -0 35 24.9
 AF9401;UTM  17      - 4,038,370.938   587,542.933   MT  0.99969442   +0 34 52.3
 AF9401
 AF9401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9401!SPC NC       -   0.99995634  x   1.00010504  =   1.00006138
 AF9401!UTM  17      -   0.99995634  x   0.99969442  =   0.99965078
 AF9401
 AF9401:                Primary Azimuth Mark                     Grid Az
 AF9401:SPC NC       -  THORNTON                                 269 46 03.2
 AF9401:UTM  17      -  THORNTON                                 268 35 46.0
 AF9401
 AF9401|---------------------------------------------------------------------|
 AF9401| PID    Reference Object                     Distance      Geod. Az  |
 AF9401|                                                           dddmmss.s |
 AF9401| AF9402 THORNTON                            484.217 METERS 2691038.3 |
 AF9401|---------------------------------------------------------------------|
 AF9401
 AF9401                          SUPERSEDED SURVEY CONTROL
 AF9401
 AF9401  NAD 83(2001)-  36 29 11.92996(N)    080 01 21.54696(W) AD(       ) 1
 AF9401  ELLIP H (03/13/03)  278.169  (m)                       GP(       ) 4 2
 AF9401  NAD 83(1986)-  36 29 11.93842(N)    080 01 21.55279(W) AD(       ) 1
 AF9401  NGVD 29 (07/20/98)  311.33   (m)         1021.4    (f) LEVELING    3  
 AF9401
 AF9401.Superseded values are not recommended for survey control.
 AF9401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9401.See file dsdata.txt to determine how the superseded data were derived.
 AF9401
 AF9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8754338371(NAD 83)
 AF9401_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9401_STAMPING: AYERSVILLE 1993
 AF9401_MARK LOGO: NCGS  
 AF9401_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9401+STABILITY: SURFACE MOTION
 AF9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9401+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9401
 AF9401  HISTORY     - Date     Condition        Report By
 AF9401  HISTORY     - 1993     MONUMENTED       NCGS
 AF9401
 AF9401                          STATION DESCRIPTION
 AF9401
 AF9401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9401'STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF MADISON
 AF9401'AND 11.6 MI (18.7 KM) EAST-NORTHEAST OF DANBURY IN AYERSVILLE
 AF9401'COMMUNITY. ALONG NC 770 FOR 0.35 MI (0.56 KM) EAST FROM THE
 AF9401'STOKES-ROCKINGHAM COUNTY LINE, ACROSS THE HIGHWAY FROM THE AYERSVILLE
 AF9401'CHURCH, ON THE WEST SIDE OF THE TOP STEP TO THE CHURCH CEMETERY. MARK
 AF9401'IS ABOUT 4-FEET HIGHER THAN THE ROAD AND RECESSED 3 INCHES BELOW
 AF9401'GROUND.  LOCATED 31.8 FT (9.7 M) NORTH OF THE CENTERLINE OF THE
 AF9401'HIGHWAY, 153.0 FT (46.6 M) SOUTHEAST OF THE EAST END OF THE WEST
 AF9401'CEMETERY DRIVEWAY CULVERT, 2.0 FT (0.6 M) WEST OF THE WEST EDGE TO THE
 AF9401'TOP STEP, 17.0 FT (5.2 M) SOUTH OF THE SOUTH END OF THE PINKNEY MARTIN
 AF9401'HEADSTONE, 18.8 FT (5.7 M) SOUTHWEST OF THE SOUTH END OF THE ANDREW
 AF9401'THORNTON HEADSTONE, AND 30.7 FT (9.4 M) WEST OF THE SOUTH END OF THE
 AF9401'RAMONA JOHNSON HEADSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2783 ***********************************************************************
 FX2783  DESIGNATION -  AZALEA
 FX2783  PID         -  FX2783
 FX2783  STATE/COUNTY-  NC/BERTIE
 FX2783  USGS QUAD   -  POWELLSVILLE (1982)
 FX2783
 FX2783                         *CURRENT SURVEY CONTROL
 FX2783  ___________________________________________________________________
 FX2783* NAD 83(2001)-  36 12 27.47979(N)    076 56 42.85909(W)     ADJUSTED  
 FX2783* NAVD 88     -        12.211  (meters)      40.06   (feet)  ADJUSTED  
 FX2783  ___________________________________________________________________
 FX2783  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FX2783  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 FX2783  DYNAMIC HT  -          12.202 (meters)      40.03  (feet)  COMP
 FX2783  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 FX2783
 FX2783  HORZ ORDER  -  SECOND
 FX2783  VERT ORDER  -  SECOND    CLASS II
 FX2783
 FX2783.The horizontal coordinates were established by classical geodetic methods
 FX2783.and adjusted by the National Geodetic Survey in August 2005.
 FX2783
 FX2783.The orthometric height was determined by differential leveling
 FX2783.and adjusted in June 1991.
 FX2783
 FX2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2783
 FX2783.The geoid height was determined by GEOID03.
 FX2783
 FX2783.The dynamic height is computed by dividing the NAVD 88
 FX2783.geopotential number by the normal gravity value computed on the
 FX2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2783.degrees latitude (g = 980.6199 gals.).
 FX2783
 FX2783.The modeled gravity was interpolated from observed gravity values.
 FX2783
 FX2783;                    North         East     Units Scale Factor Converg.
 FX2783;SPC NC       -   274,551.801   794,368.187   MT  1.00001169   +1 11 09.4
 FX2783;SPC NC       -   900,758.70  2,606,189.63   sFT  1.00001169   +1 11 09.4
 FX2783;UTM  18      - 4,008,732.328   325,130.752   MT  0.99997679   -1 08 57.7
 FX2783
 FX2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2783!SPC NC       -   1.00000368  x   1.00001169  =   1.00001537
 FX2783!UTM  18      -   1.00000368  x   0.99997679  =   0.99998047
 FX2783
 FX2783                          SUPERSEDED SURVEY CONTROL
 FX2783
 FX2783  NAD 83(1993)-  36 12 27.48519(N)    076 56 42.86219(W) AD(       ) 2
 FX2783  NAD 83(1986)-  36 12 27.48977(N)    076 56 42.87277(W) AD(       ) 2
 FX2783  NGVD 29 (01/18/91)   12.58   (m)           41.3    (f) LEVELING    3  
 FX2783
 FX2783.Superseded values are not recommended for survey control.
 FX2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2783.See file dsdata.txt to determine how the superseded data were derived.
 FX2783
 FX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2513108732(NAD 83)
 FX2783_MARKER: DE = TRAVERSE STATION DISK
 FX2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2783_SP_SET: CONCRETE POST
 FX2783_STAMPING: AZALEA 1980
 FX2783_MARK LOGO: NCGS  
 FX2783_PROJECTION: RECESSED 10 CENTIMETERS
 FX2783_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2783+STABILITY: SURFACE MOTION
 FX2783
 FX2783  HISTORY     - Date     Condition        Report By
 FX2783  HISTORY     - 1980     MONUMENTED       NCGS
 FX2783  HISTORY     - 1980     GOOD             NCGS
 FX2783  HISTORY     - 1985     GOOD             USPSQD
 FX2783
 FX2783                          STATION DESCRIPTION
 FX2783
 FX2783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2783'STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH-SOUTHWEST OF
 FX2783'POWELLSVILLE AND 6.8 MILES NORTH OF ASKEWVILLE.
 FX2783'
 FX2783'TO REACH STATION FROM INTERSECTION OF US 13 WITH NC 42 IN
 FX2783'POWELLSVILLE, PROCEED SOUTHERLY ALONG US 13 FOR 1.6 MILES TO STATION
 FX2783'IN THE LEFT SHOULDER, BETWEEN A WOODS ROAD AND A DRIVEWAY TO A SMALL
 FX2783'FRAME HOUSE AND 0.9 MILE NORTHEAST OF SR 1200 WHICH LEADS WEST.
 FX2783'
 FX2783'STATION MARK IS A STANDARD DISK STAMPED---AZALEA 1980---SET IN THE
 FX2783'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND
 FX2783'SURFACE AND 1 FOOT BELOW HIGHWAY.  MARK IS 22.3 FEET SOUTHEAST OF THE
 FX2783'CENTERLINE OF US 13, 36.2 FEET NORTHEAST OF CENTERLINE OF WOODS ROAD,
 FX2783'46.3 FEET SOUTHWEST OF CENTERLINE OF DRIVEWAY, 48.5 FEET NORTH
 FX2783'NORTHWEST OF 12 INCH OAK WITH REFERENCE TAG AND 76.3 FEET SOUTHWEST OF
 FX2783'24 INCH PINE WITH REFERENCE TAG.
 FX2783
 FX2783                          STATION RECOVERY (1980)
 FX2783
 FX2783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2783'1.5 MI SSW FROM POWELLSVILLE.
 FX2783'6.8 MILES NORTH OF ASKEWVILLE.
 FX2783'1.6 MILES SOUTHERLY ALONG US 13 FROM INTERSECTION WITH NC 42 IN
 FX2783'POWELLSVILLE, IN THE LEFT SHOULDER BETWEEN A WOODS ROAD AND A DRIVEWAY
 FX2783'TO A SMALL FRAME HOUSE AND 0.9 MILE NORTHEAST OF SR 1200 WHICH LEADS
 FX2783'WEST, 22.3 FEET SOUTHEAST OF CENTERLINE OF US 13, 36.2 FEET
 FX2783'NORTHEAST OF CENTERLINE OF WOODS ROAD, 46.3 FEET SOUTHWEST OF
 FX2783'CENTERLINE OF DRIVEWAY, 48.5 FEET NORTH-NORTHWEST OF 12 INCH OAK WITH
 FX2783'REFERENCE TAG AND 76.3 FEET SOUTHWEST OF 24 INCH PINE WITH REFERENCE
 FX2783'TAG.
 FX2783
 FX2783                          STATION RECOVERY (1985)
 FX2783
 FX2783'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1835 ***********************************************************************
 EY1835  DESIGNATION -  AZALEA
 EY1835  PID         -  EY1835
 EY1835  STATE/COUNTY-  NC/PITT
 EY1835  USGS QUAD   -  GREENVILLE SW (1981)
 EY1835
 EY1835                         *CURRENT SURVEY CONTROL
 EY1835  ___________________________________________________________________
 EY1835* NAD 83(2001)-  35 34 16.79276(N)    077 24 05.83376(W)     ADJUSTED  
 EY1835* NAVD 88     -        22.667  (meters)      74.37   (feet)  ADJUSTED  
 EY1835  ___________________________________________________________________
 EY1835  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 EY1835  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EY1835  DYNAMIC HT  -          22.648 (meters)      74.30  (feet)  COMP
 EY1835  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 EY1835
 EY1835  HORZ ORDER  -  SECOND
 EY1835  VERT ORDER  -  SECOND    CLASS II
 EY1835
 EY1835.The horizontal coordinates were established by classical geodetic methods
 EY1835.and adjusted by the National Geodetic Survey in August 2005.
 EY1835
 EY1835.The orthometric height was determined by differential leveling
 EY1835.and adjusted in June 1991.
 EY1835
 EY1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1835
 EY1835.The geoid height was determined by GEOID03.
 EY1835
 EY1835.The dynamic height is computed by dividing the NAVD 88
 EY1835.geopotential number by the normal gravity value computed on the
 EY1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1835.degrees latitude (g = 980.6199 gals.).
 EY1835
 EY1835.The modeled gravity was interpolated from observed gravity values.
 EY1835
 EY1835;                    North         East     Units Scale Factor Converg.
 EY1835;SPC NC       -   203,207.971   754,470.425   MT  0.99988810   +0 55 21.1
 EY1835;SPC NC       -   666,691.48  2,475,291.72   sFT  0.99988810   +0 55 21.1
 EY1835;UTM  18      - 3,939,058.815   282,361.549   MT  1.00018373   -1 23 51.4
 EY1835
 EY1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1835!SPC NC       -   1.00000207  x   0.99988810  =   0.99989017
 EY1835!UTM  18      -   1.00000207  x   1.00018373  =   1.00018581
 EY1835
 EY1835                          SUPERSEDED SURVEY CONTROL
 EY1835
 EY1835  NAD 83(1986)-  35 34 16.80127(N)    077 24 05.83789(W) AD(       ) 2
 EY1835  NGVD 29 (10/26/90)   23.02   (m)           75.5    (f) LEVELING    3  
 EY1835
 EY1835.Superseded values are not recommended for survey control.
 EY1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1835.See file dsdata.txt to determine how the superseded data were derived.
 EY1835
 EY1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8236239059(NAD 83)
 EY1835_MARKER: DE = TRAVERSE STATION DISK
 EY1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1835_SP_SET: CONCRETE POST
 EY1835_STAMPING: AZALEA 1979
 EY1835_MARK LOGO: NCGS  
 EY1835_PROJECTION: RECESSED 3 CENTIMETERS
 EY1835_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1835+STABILITY: SURFACE MOTION
 EY1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1835+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 EY1835
 EY1835  HISTORY     - Date     Condition        Report By
 EY1835  HISTORY     - 1979     MONUMENTED       NCGS
 EY1835  HISTORY     - 1980     GOOD             NCGS
 EY1835  HISTORY     - 1986     GOOD             USPSQD
 EY1835  HISTORY     - 1988     GOOD             USPSQD
 EY1835  HISTORY     - 1989     GOOD             USPSQD
 EY1835  HISTORY     - 1989     GOOD             USPSQD
 EY1835  HISTORY     - 19960624 GOOD             USPSQD
 EY1835  HISTORY     - 19990322 GOOD             NCGS
 EY1835  HISTORY     - 20060114 GOOD             USPSQD
 EY1835
 EY1835                          STATION DESCRIPTION
 EY1835
 EY1835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1835'THE STATION IS LOCATED IN GREENVILLE.
 EY1835'
 EY1835'TO REACH STATION FROM INTERSECTION OF US 264 BYPASS WITH NC 11/NC 43
 EY1835'IN THE SOUTHWEST SECTION OF GREENVILLE, PROCEED WEST ALONG US 264 FOR
 EY1835'0.05 MILE TO STATION ON THE LEFT.
 EY1835'
 EY1835'STATION MARK IS A STANDARD DISK STAMPED---AZALEA 1979---SET IN TOP
 EY1835'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY1835'THE MARK IS 2.9 FEET SOUTH OF SOUTH CURB OF US 264, 32.7 FEET EAST OF
 EY1835'POWER POLE WITH REFERENCE TAG, 81.4 FEET WEST OF METAL HOSPITAL SIGN
 EY1835'POST, 101.4 FEET SOUTH-SOUTHEAST OF POWER POLE WITH TRANSFORMER AND
 EY1835'REFERENCE TAG AND 84.3 FEET SOUTHWEST OF END OF CURB AT WEST SIDE OF
 EY1835'EAST ENTRANCE TO AZALEA MOBILE HOME SALES.
 EY1835
 EY1835                          STATION RECOVERY (1980)
 EY1835
 EY1835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1835'IN GREENVILLE.
 EY1835'0.05 MILE WEST ALONG U.S. 264 BYPASS FROM N.C. 11 - N.C. 43 IN SOUTH
 EY1835'SECTION OF GREENVILLE, 2.9 FEET SOUTH OF SOUTH CURB OF HIGHWAY, 32.7
 EY1835'FEET EAST OF POWER POLE WITH REFERENCE TAG, 81.4 FEET WEST OF METAL
 EY1835'HOSPITAL SIGN POST, 101.4 FEET SOUTH-SOUTHEAST OF POWER POLE WITH
 EY1835'TRANSFORMER AND REFERENCE TAG AND 84.3 FEET SOUTHWEST AND ACROSS
 EY1835'HIGHWAY FROM END OF CURB AT WEST SIDE OF EAST ENTRANCE TO AZALEA
 EY1835'MOBILE HOME SALES.
 EY1835'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1835
 EY1835                          STATION RECOVERY (1986)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 1986 (DB)
 EY1835'RECOVERED IN GOOD CONDITION.
 EY1835
 EY1835                          STATION RECOVERY (1988)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM)
 EY1835'RECOVERED IN GOOD CONDITION.
 EY1835
 EY1835                          STATION RECOVERY (1989)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1835'RECOVERED IN GOOD CONDITION.
 EY1835
 EY1835                          STATION RECOVERY (1989)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1835'RECOVERED IN GOOD CONDITION.
 EY1835
 EY1835                          STATION RECOVERY (1996)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1835'RECOVERED IN GOOD CONDITION.
 EY1835
 EY1835                          STATION RECOVERY (1999)
 EY1835
 EY1835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY1835'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY1835'CORRECTIONS.
 EY1835'STATION IS IN FRONT OF CALVARY MOBILE HOME OFFICE.
 EY1835'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF US 264 AND IS RECESSED 3
 EY1835'INCHES BELOW THE GROUND. LOCATED 2.4 FT (0.7 M) SOUTH-SOUTHWEST OF THE
 EY1835'SOUTH CURB OF US 264, 46.4 FT (14.1 M) WEST-NORTHWEST OF WOODEN
 EY1835'HOSPITAL SIGN, 97.9 FT (29.8 M) SOUTHWEST OF END OF CURB AT THE
 EY1835'WEST-NORTHWEST SIDE OF THE EAST ENTRANCE TO AZALEA MOBILE HOME SALES,
 EY1835'32.9 FT (10.0 M) NORTH-NORTHWEST OF THE NORTHERNMOST OF WOODEN POSTS
 EY1835'OF CALVARY MOBILE HOMES SIGN, 47.5 FT (14.5 M) EAST-SOUTHEAST OF THE
 EY1835'EAST END OF CURB TO WESTERN DRIVE TO CALVARY HOMES AND 33.3 FT (10.1
 EY1835'M) EAST OF POWER POLE WITH A REFERENCE TAG.
 EY1835
 EY1835                          STATION RECOVERY (2006)
 EY1835
 EY1835'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY1835'CLAVARY HOMES IS GONE. MARK IS NEAR THE ENTRANCE TO BOB HARBOUR HONDA
 EY1835'USED CAR LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2729 ***********************************************************************
 FB2729  DESIGNATION -  AZALEA
 FB2729  PID         -  FB2729
 FB2729  STATE/COUNTY-  NC/BUNCOMBE
 FB2729  USGS QUAD   -  OTEEN (1990)
 FB2729
 FB2729                         *CURRENT SURVEY CONTROL
 FB2729  ___________________________________________________________________
 FB2729* NAD 83(2007)-  35 34 52.47768(N)    082 27 47.59639(W)     ADJUSTED  
 FB2729* NAVD 88     -       647.936  (meters)    2125.77   (feet)  ADJUSTED  
 FB2729  ___________________________________________________________________
 FB2729  EPOCH DATE  -        2002.00
 FB2729  X           -     681,215.721 (meters)                     COMP
 FB2729  Y           -  -5,148,805.307 (meters)                     COMP
 FB2729  Z           -   3,690,862.315 (meters)                     COMP
 FB2729  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FB2729  ELLIP HEIGHT-         617.987 (meters)          (02/10/07) ADJUSTED
 FB2729  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FB2729  DYNAMIC HT  -         647.282 (meters)    2123.62  (feet)  COMP
 FB2729
 FB2729  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2729  Type    PID    Designation                      North   East  Ellip
 FB2729  -------------------------------------------------------------------
 FB2729  NETWORK FB2729 AZALEA                            0.33   0.29   0.55
 FB2729  -------------------------------------------------------------------
 FB2729  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 FB2729
 FB2729  VERT ORDER  -  SECOND    CLASS I
 FB2729
 FB2729.The horizontal coordinates were established by GPS observations
 FB2729.and adjusted by the National Geodetic Survey in February 2007.
 FB2729
 FB2729.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2729.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2729.The horizontal coordinates are valid at the epoch date displayed above.
 FB2729.The epoch date for horizontal control is a decimal equivalence
 FB2729.of Year/Month/Day.
 FB2729
 FB2729.The orthometric height was determined by differential leveling
 FB2729.and adjusted in July 1998.
 FB2729
 FB2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2729
 FB2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2729
 FB2729.The ellipsoidal height was determined by GPS observations
 FB2729.and is referenced to NAD 83.
 FB2729
 FB2729.The geoid height was determined by GEOID03.
 FB2729
 FB2729.The dynamic height is computed by dividing the NAVD 88
 FB2729.geopotential number by the normal gravity value computed on the
 FB2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2729.degrees latitude (g = 980.6199 gals.).
 FB2729
 FB2729.The modeled gravity was interpolated from observed gravity values.
 FB2729
 FB2729;                    North         East     Units Scale Factor Converg.
 FB2729;SPC NC       -   208,615.645   295,800.460   MT  0.99988907   -1 59 55.9
 FB2729;SPC NC       -   684,433.16    970,472.01   sFT  0.99988907   -1 59 55.9
 FB2729;UTM  17      - 3,938,489.015   367,424.995   MT  0.99981659   -0 51 05.4
 FB2729
 FB2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2729!SPC NC       -   0.99990301  x   0.99988907  =   0.99979209
 FB2729!UTM  17      -   0.99990301  x   0.99981659  =   0.99971962
 FB2729
 FB2729:                Primary Azimuth Mark                     Grid Az
 FB2729:SPC NC       -  SANDSTONE                                246 52 25.9
 FB2729:UTM  17      -  SANDSTONE                                245 43 35.4
 FB2729
 FB2729|---------------------------------------------------------------------|
 FB2729| PID    Reference Object                     Distance      Geod. Az  |
 FB2729|                                                           dddmmss.s |
 FB2729| FB2730 SANDSTONE                           APPROX. 0.8 KM 2445230.0 |
 FB2729|---------------------------------------------------------------------|
 FB2729
 FB2729                          SUPERSEDED SURVEY CONTROL
 FB2729
 FB2729  NAD 83(2001)-  35 34 52.47778(N)    082 27 47.59653(W) AD(       ) 1
 FB2729  ELLIP H (03/13/03)  618.005  (m)                       GP(       ) 4 2
 FB2729  NAD 83(1995)-  35 34 52.47924(N)    082 27 47.59670(W) AD(       ) 1
 FB2729  NAD 83(1986)-  35 34 52.48476(N)    082 27 47.59710(W) AD(       ) 1
 FB2729  NAD 83(1986)-  35 34 52.48499(N)    082 27 47.59502(W) AD(       ) 2
 FB2729  NAD 27      -  35 34 52.07845(N)    082 27 48.14405(W) AD(       ) 2
 FB2729  NAVD 88 (11/20/98)  647.94   (m)         2125.8    (f) LEVELING    3  
 FB2729  NGVD 29 (07/19/86)  648.1    (m)         2126.     (f) VERT ANG    3  
 FB2729
 FB2729.Superseded values are not recommended for survey control.
 FB2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2729.See file dsdata.txt to determine how the superseded data were derived.
 FB2729
 FB2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6742538489(NAD 83)
 FB2729_MARKER: DE = TRAVERSE STATION DISK
 FB2729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FB2729_SP_SET: BRIDGE WINGWALL
 FB2729_STAMPING: AZALEA 1974
 FB2729_MARK LOGO: NCGS  
 FB2729_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2729+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 FB2729
 FB2729  HISTORY     - Date     Condition        Report By
 FB2729  HISTORY     - 1973     MONUMENTED       NCGS
 FB2729  HISTORY     - 1981     GOOD             NCGS
 FB2729  HISTORY     - 19980225 GOOD             NCGS
 FB2729  HISTORY     - 20040815 GOOD             GEOMET
 FB2729  HISTORY     - 20060323 GOOD             USPSQD
 FB2729
 FB2729                          STATION DESCRIPTION
 FB2729
 FB2729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB2729'AZALEA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2729'THE VICINITY OF OTEEN, NORTH CAROLINA.
 FB2729'
 FB2729'AZALEA IS LOCATED APPROXIMATELY 1.3 MILES EAST OF OTEEN, AND
 FB2729'5.0 MILES EAST OF ASHEVILLE.  STATION IS LOCATED AT THE I-40
 FB2729'OVERPASS OF SR 2838 (OTEEN EXIT), IN THE SOUTH END OF THE EAST
 FB2729'ABUTMENT OF I-40 WEST BOUND LANE BRIDGE.
 FB2729'
 FB2729'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2729'AZALEA 1973, SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE WINGWALL.
 FB2729'
 FB2729'MARK IS 21.5 FT S OF C/L OF I-40 WEST BOUND LANE
 FB2729'
 FB2729'4.0 FT SE OF EASTERNMOST END OF SE BRIDGE RAIL OF WEST BOUND
 FB2729'BRIDGE
 FB2729'
 FB2729'0.5 FT WSW OF EASTERNMOST END OF WINGWALL
 FB2729
 FB2729                          STATION RECOVERY (1981)
 FB2729
 FB2729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2729'THE STATION WAS RECOVERED AT THIS DATE.
 FB2729'IT WAS FOUND AS DESCRIBED.
 FB2729'
 FB2729'RECOVERY BY NCGS.
 FB2729
 FB2729                          STATION RECOVERY (1998)
 FB2729
 FB2729'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB2729'MARK IS STAMPED 1974, NOT 1973.
 FB2729
 FB2729                          STATION RECOVERY (2004)
 FB2729
 FB2729'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 FB2729'RECOVERED AS DESCRIBED.
 FB2729
 FB2729                          STATION RECOVERY (2006)
 FB2729
 FB2729'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1707 ***********************************************************************
 FW1707  DESIGNATION -  AZALEA
 FW1707  PID         -  FW1707
 FW1707  STATE/COUNTY-  NC/CURRITUCK
 FW1707  USGS QUAD   -  JARVISBURG (1982)
 FW1707
 FW1707                         *CURRENT SURVEY CONTROL
 FW1707  ___________________________________________________________________
 FW1707* NAD 83(2001)-  36 07 40.54219(N)    075 50 13.66941(W)     ADJUSTED  
 FW1707* NAVD 88     -         3.5    (meters)      11.     (feet)  VERTCON   
 FW1707  ___________________________________________________________________
 FW1707  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FW1707  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW1707  HORZ ORDER  -  SECOND
 FW1707
 FW1707.The horizontal coordinates were established by classical geodetic methods
 FW1707.and adjusted by the National Geodetic Survey in August 2005.
 FW1707
 FW1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1707
 FW1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1707
 FW1707.The geoid height was determined by GEOID03.
 FW1707
 FW1707;                    North         East     Units Scale Factor Converg.
 FW1707;SPC NC       -   268,330.539   894,264.733   MT  0.99998942   +1 49 31.9
 FW1707;SPC NC       -   880,347.78  2,933,933.54   sFT  0.99998942   +1 49 31.9
 FW1707;UTM  18      - 3,998,462.193   424,672.648   MT  0.99966991   -0 29 36.9
 FW1707
 FW1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1707!SPC NC       -   1.00000555  x   0.99998942  =   0.99999497
 FW1707!UTM  18      -   1.00000555  x   0.99966991  =   0.99967546
 FW1707
 FW1707                          SUPERSEDED SURVEY CONTROL
 FW1707
 FW1707  NAD 83(1993)-  36 07 40.55387(N)    075 50 13.67956(W) AD(       ) 2
 FW1707  NAD 83(1986)-  36 07 40.55560(N)    075 50 13.68993(W) AD(       ) 2
 FW1707  NGVD 29 (11/01/90)    3.8    (m)           12.     (f) VERT ANG    3  
 FW1707
 FW1707.Superseded values are not recommended for survey control.
 FW1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1707.See file dsdata.txt to determine how the superseded data were derived.
 FW1707
 FW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2467398462(NAD 83)
 FW1707_MARKER: DE = TRAVERSE STATION DISK
 FW1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1707_STAMPING: AZALEA 1978
 FW1707_MARK LOGO: NCGS  
 FW1707_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1707+STABILITY: SURFACE MOTION
 FW1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1707+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 FW1707
 FW1707  HISTORY     - Date     Condition        Report By
 FW1707  HISTORY     - 1978     MONUMENTED       NCGS
 FW1707  HISTORY     - 20040921 SEE DESCRIPTION  NCGS
 FW1707
 FW1707                          STATION DESCRIPTION
 FW1707
 FW1707'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1707'THE STATION IS LOCATED IN MAMIE COMMUNITY AND APPROXIMATELY 4.3 MILES
 FW1707'NORTHWEST OF POINT HARBOR.
 FW1707'
 FW1707'TO REACH THE STATION FROM THE WEST END OF THE CURRITUCK SOUND AT POINT
 FW1707'HARBOR, PROCEED NORTHWEST ALONG US 158 FOR 4.55 MILES TO STATION ON
 FW1707'LEFT, AT THE NORTHEAST CORNER OF THE YARD OF A TWO STORY GREEN BRICK
 FW1707'HOUSE, AND APPROXIMATELY 300 FEET SOUTH OF SR 1113.
 FW1707'
 FW1707'STATION MARK IS A STANDARD DISK STAMPED---AZALEA 1978---SET IN TOP OF
 FW1707'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1707'35.3 FEET WEST OF CENTERLINE OF US 158, 63.3 FEET NORTH OF THE
 FW1707'CENTERLINE OF NORTH DRIVEWAY, 5.1 FEET SOUTH OF POWER POLE WC75 WITH
 FW1707'REFERENCE TAG, 79.1 FEET SOUTHWEST OF TELEPHONE POLE 19 WITH REFERENCE
 FW1707'TAG AND 47.5 FEET NORTH-NORTHWEST OF NORTH END OF A CULVERT.
 FW1707
 FW1707                          STATION RECOVERY (2004)
 FW1707
 FW1707'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1707'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  DESTROYED BY
 FW1707'4-LANE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3444 ***********************************************************************
 EY3444  DESIGNATION -  B
 EY3444  PID         -  EY3444
 EY3444  STATE/COUNTY-  NC/HYDE
 EY3444  USGS QUAD   -  PAMLICO BEACH (1974)
 EY3444
 EY3444                         *CURRENT SURVEY CONTROL
 EY3444  ___________________________________________________________________
 EY3444* NAD 83(2001)-  35 27 13.12706(N)    076 33 38.61334(W)     ADJUSTED  
 EY3444* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3444  ___________________________________________________________________
 EY3444  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EY3444  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EY3444  HORZ ORDER  -  THIRD
 EY3444
 EY3444.The horizontal coordinates were established by classical geodetic methods
 EY3444.and adjusted by the National Geodetic Survey in August 2005.
 EY3444
 EY3444.The orthometric height was scaled from a topographic map.
 EY3444
 EY3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3444
 EY3444.The geoid height was determined by GEOID03.
 EY3444
 EY3444;                    North         East     Units Scale Factor Converg.
 EY3444;SPC NC       -   191,706.206   830,993.021   MT  0.99987878   +1 24 28.4
 EY3444;SPC NC       -   628,956.11  2,726,349.60   sFT  0.99987878   +1 24 28.4
 EY3444;UTM  18      - 3,924,471.706   358,365.875   MT  0.99984721   -0 54 19.6
 EY3444
 EY3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3444!SPC NC       -   1.00000575  x   0.99987878  =   0.99988453
 EY3444!UTM  18      -   1.00000575  x   0.99984721  =   0.99985296
 EY3444
 EY3444|---------------------------------------------------------------------|
 EY3444| PID    Reference Object                     Distance      Geod. Az  |
 EY3444|                                                           dddmmss.s |
 EY3444| EY4738 B WM 1                               10.520 METERS 07125     |
 EY3444| EY4739 B WM 2                               12.680 METERS 14652     |
 EY3444| EY3470 WOODSTOCK 2                         APPROX. 4.6 KM 3134401.6 |
 EY3444|---------------------------------------------------------------------|
 EY3444
 EY3444                          SUPERSEDED SURVEY CONTROL
 EY3444
 EY3444  NAD 83(1986)-  35 27 13.13793(N)    076 33 38.62547(W) AD(       ) 3
 EY3444  NAD 27      -  35 27 12.53800(N)    076 33 39.88900(W) AD(       ) 3
 EY3444
 EY3444.Superseded values are not recommended for survey control.
 EY3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3444.See file dsdata.txt to determine how the superseded data were derived.
 EY3444
 EY3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5836624472(NAD 83)
 EY3444_MARKER: I = METAL ROD
 EY3444_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3444_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3444
 EY3444  HISTORY     - Date     Condition        Report By
 EY3444  HISTORY     - 1914     MONUMENTED       USE
 EY3444  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3444
 EY3444                          STATION DESCRIPTION
 EY3444
 EY3444'DESCRIBED BY US ENGINEERS 1914 (PCW)
 EY3444'STATION IS ON THE E SIDE OF PUNGO RIVER, ABOUT 1/2 MILE ABOVE
 EY3444'SANDY POINT WHICH IS AT THE S END OF ENTRANCE TO SLADE CREEK,
 EY3444'WHERE THE SHORE LINE IS NEARLY STRAIGHT, ON A CLAY BLUFF 5 FEET
 EY3444'HIGH BACK FROM WHICH THE LAND IS WELL COVERED WITH TREES.  A LANE
 EY3444'WAS CUT THROUGH THE TREES IN ORDER TO SEE THE NEXT STATION ON
 EY3444'SLADE CREEK TO THE NE.
 EY3444'
 EY3444'STATION IS MARKED BY 1 1/2-INCH GALVANIZED-IRON PIPE, 5 FEET
 EY3444'LONG, DRIVEN VERTICALLY IN THE GROUND AND PROJECTING 6 INCHES.
 EY3444'
 EY3444'WITNESS MARKS ARE SPIKES IN TWO BLAZED PINE TREES.  WITNESS MARK
 EY3444'NO. 1 IS 10.52 METERS (34.5 FEET) FROM THE STATION N 71 DEG 25 MIN E.
 EY3444'WITNESS MARK NO. 2 IS 12.68 METERS (41.6 FEET)
 EY3444'FROM THE STATION S 33 DEG 08 MIN E.
 EY3444
 EY3444                          STATION RECOVERY (1949)
 EY3444
 EY3444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3444'STATION LOST.  A THOROUGH SEARCH WAS MADE FOR THIS STATION.  IT
 EY3444'HAS PROBABLY BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3475 ***********************************************************************
 EY3475  DESIGNATION -  B
 EY3475  PID         -  EY3475
 EY3475  STATE/COUNTY-  NC/BEAUFORT
 EY3475  USGS QUAD   -  LOWLAND (1993)
 EY3475
 EY3475                         *CURRENT SURVEY CONTROL
 EY3475  ___________________________________________________________________
 EY3475* NAD 83(2001)-  35 18 55.49603(N)    076 37 17.18782(W)     ADJUSTED  
 EY3475* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3475  ___________________________________________________________________
 EY3475  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EY3475  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 EY3475  HORZ ORDER  -  THIRD
 EY3475
 EY3475.The horizontal coordinates were established by classical geodetic methods
 EY3475.and adjusted by the National Geodetic Survey in August 2005.
 EY3475
 EY3475.The orthometric height was scaled from a topographic map.
 EY3475
 EY3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3475
 EY3475.The geoid height was determined by GEOID03.
 EY3475
 EY3475;                    North         East     Units Scale Factor Converg.
 EY3475;SPC NC       -   176,242.410   825,850.888   MT  0.99987321   +1 22 22.2
 EY3475;SPC NC       -   578,221.97  2,709,479.12   sFT  0.99987321   +1 22 22.2
 EY3475;UTM  18      - 3,909,228.197   352,604.249   MT  0.99986774   -0 56 15.0
 EY3475
 EY3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3475!SPC NC       -   1.00000575  x   0.99987321  =   0.99987896
 EY3475!UTM  18      -   1.00000575  x   0.99986774  =   0.99987349
 EY3475
 EY3475|---------------------------------------------------------------------|
 EY3475| PID    Reference Object                     Distance      Geod. Az  |
 EY3475|                                                           dddmmss.s |
 EY3475| EY4741 B RM 2                               28.660 METERS 21516     |
 EY3475| EY4740 B RM 1                               17.411 METERS 21519     |
 EY3475| EY3485 CLARK                               APPROX. 1.0 KM 3555644.7 |
 EY3475|---------------------------------------------------------------------|
 EY3475
 EY3475                          SUPERSEDED SURVEY CONTROL
 EY3475
 EY3475  NAD 83(1986)-  35 18 55.50905(N)    076 37 17.20037(W) AD(       ) 3
 EY3475  NAD 27      -  35 18 54.90000(N)    076 37 18.45700(W) AD(       ) 3
 EY3475
 EY3475.Superseded values are not recommended for survey control.
 EY3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3475.See file dsdata.txt to determine how the superseded data were derived.
 EY3475
 EY3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5260409228(NAD 83)
 EY3475_MARKER: DD = SURVEY DISK
 EY3475_SETTING: 0 = UNSPECIFIED SETTING
 EY3475
 EY3475  HISTORY     - Date     Condition        Report By
 EY3475  HISTORY     - 1935     MONUMENTED       USE
 EY3475  HISTORY     - 1948     GOOD             CGS
 EY3475
 EY3475                          STATION DESCRIPTION
 EY3475
 EY3475'DESCRIBED BY US ENGINEERS 1935 (JAB)
 EY3475'A U.S. ENGINEERS TRIANGULATION STATION ON THE WESTERN SHORE OF
 EY3475'GOOSE CREEK ON THE FIRST DISTINCT POINT S (1/2 MILE) OF TYNDALL
 EY3475'POINT, OPPOSITE DIXON CREEK, IN MARSH COVERED WITH SHOULDER
 EY3475'HIGH GRASS.  STATION IS 8 YARDS W OF HIGH-WATER LINE, 12 YARDS
 EY3475'N OF HIGH-WATER LINE.
 EY3475'
 EY3475'STATION MARK IS A STANDARD U.S.E. DISK SET IN CONCRETE AT THE
 EY3475'CENTER OF THE TOP OF A TILE.
 EY3475'
 EY3475'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD
 EY3475'BRONZE DISKS SET IN CONCRETE, IN THE TOPS OF TILES.
 EY3475
 EY3475                          STATION RECOVERY (1948)
 EY3475
 EY3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3475'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 EY3475'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A STEEL
 EY3475'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 EY3475'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3475'
 EY3475'STATION IS ON THE W SHORE OF GOOSE CREEK ON TYNDALL POINT, 1/2
 EY3475'MILE S OF CLARK POINT (WHICH IS THE S SIDE OF THE ENTRANCE TO
 EY3475'LOWER SPRING CREEK) AND OPPOSITE DIXON CREEK.  STATION IS IN A
 EY3475'MARSH COVERED WITH SHOULDER HIGH GRASS AND IS 4.0 METERS W OF
 EY3475'APP. SHORELINE.  A LARGE WHITE CABLE CROSSING SIGN IS 90 FEET S
 EY3475'OF THE STATION.
 EY3475'
 EY3475'STATION MARK IS A U.S. ENGINEERS STANDARD TRIANGULATION DISK
 EY3475'SET IN CONCRETE AT THE TOP OF A 10-INCH TILE.  THE MARK IS
 EY3475'COVERED BY 0.2 FOOT OF SAND AND IS NOT STAMPED.
 EY3475'
 EY3475'REFERENCE MARK 1 IS S OF THE STATION, IN BRUSH.  IT IS 22.3
 EY3475'FEET N OF LAST POLE BEHIND CABLE CROSSING SIGN.  IT IS A BRONZE
 EY3475'REFERENCE DISK, STAMPED U S E B, AND SET IN THE TOP OF AN
 EY3475'8-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE GROUND.  IT
 EY3475'IS NOT STAMPED NO 1.
 EY3475'
 EY3475'REFERENCE MARK 2 IS S OF THE STATION, IN BRUSHY WOODS.  IT IS
 EY3475'14.6 FEET S OF THE LAST POLE BEHIND CABLE CROSSING SIGN.  IT IS
 EY3475'A BRONZE REFERENCE DISK, STAMPED U S E B, AND SET IN THE TOP OF
 EY3475'AN 8-INCH CONCRETE-FILLED TILE PROJECTING 4 INCHES ABOVE THE
 EY3475'GROUND.  THE DISK IS NOT STAMPED NO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3629 ***********************************************************************
 EY3629  DESIGNATION -  B
 EY3629  PID         -  EY3629
 EY3629  STATE/COUNTY-  NC/PAMLICO
 EY3629  USGS QUAD   -  VANDEMERE (1993)
 EY3629
 EY3629                         *CURRENT SURVEY CONTROL
 EY3629  ___________________________________________________________________
 EY3629* NAD 83(2001)-  35 09 06.56306(N)    076 41 57.25834(W)     ADJUSTED  
 EY3629* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3629  ___________________________________________________________________
 EY3629  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EY3629  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3629  HORZ ORDER  -  THIRD
 EY3629
 EY3629.The horizontal coordinates were established by classical geodetic methods
 EY3629.and adjusted by the National Geodetic Survey in August 2005.
 EY3629
 EY3629.The orthometric height was scaled from a topographic map.
 EY3629
 EY3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3629
 EY3629.The geoid height was determined by GEOID03.
 EY3629
 EY3629;                    North         East     Units Scale Factor Converg.
 EY3629;SPC NC       -   157,933.141   819,199.692   MT  0.99987411   +1 19 40.6
 EY3629;SPC NC       -   518,152.31  2,687,657.66   sFT  0.99987411   +1 19 40.6
 EY3629;UTM  18      - 3,891,201.535   345,220.917   MT  0.99989525   -0 58 42.7
 EY3629
 EY3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3629!SPC NC       -   1.00000576  x   0.99987411  =   0.99987987
 EY3629!UTM  18      -   1.00000576  x   0.99989525  =   0.99990101
 EY3629
 EY3629:                Primary Azimuth Mark                     Grid Az
 EY3629:SPC NC       -  D                                        223 34 51.9
 EY3629:UTM  18      -  D                                        225 53 15.2
 EY3629
 EY3629|---------------------------------------------------------------------|
 EY3629| PID    Reference Object                     Distance      Geod. Az  |
 EY3629|                                                           dddmmss.s |
 EY3629| EY3638 D                                   APPROX. 0.9 KM 2245432.5 |
 EY3629|---------------------------------------------------------------------|
 EY3629
 EY3629                          SUPERSEDED SURVEY CONTROL
 EY3629
 EY3629  NAD 83(1986)-  35 09 06.57604(N)    076 41 57.27070(W) AD(       ) 3
 EY3629  NAD 27      -  35 09 05.95000(N)    076 41 58.50400(W) AD(       ) 3
 EY3629
 EY3629.Superseded values are not recommended for survey control.
 EY3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3629.See file dsdata.txt to determine how the superseded data were derived.
 EY3629
 EY3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4522191202(NAD 83)
 EY3629_MARKER: I = METAL ROD
 EY3629_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3629_SP_SET: OBJECT DRIVEN INTO GROUND
 EY3629_MARK LOGO: USE   
 EY3629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3629
 EY3629  HISTORY     - Date     Condition        Report By
 EY3629  HISTORY     - 1913     MONUMENTED       CGS
 EY3629  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3629
 EY3629                          STATION DESCRIPTION
 EY3629
 EY3629'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3629'THIS STATION IS ON THE N SIDE OF BAY RIVER, ABOUT 1 MILE W
 EY3629'FROM LAMBERT POINT ON A NECK OF MARSH LAND ON THE W SIDE OF
 EY3629'A BIGHT AT THE MOUTH OF A SMALL INLAND STREAM, AND 35 YARDS
 EY3629'FROM SHORE.
 EY3629'
 EY3629'THE STATION IS A 1 1/2-INCH IRON PIPE, 5 FEET LONG PROJECTING
 EY3629'1 FOOT ABOVE GROUND.  THERE ARE NO REFERENCE MARKS.
 EY3629
 EY3629                          STATION RECOVERY (1948)
 EY3629
 EY3629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3629'UNABLE TO FIND STATION AFTER 30-MINUTE SEARCH.  RECOMMEND
 EY3629'STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1790 ***********************************************************************
 EA1790  DESIGNATION -  B 1 BATTERY 5
 EA1790  PID         -  EA1790
 EA1790  STATE/COUNTY-  NC/CARTERET
 EA1790  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA1790
 EA1790                         *CURRENT SURVEY CONTROL
 EA1790  ___________________________________________________________________
 EA1790* NAD 83(2001)-  34 36 07.26372(N)    076 32 36.06220(W)     ADJUSTED  
 EA1790* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 EA1790  ___________________________________________________________________
 EA1790  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EA1790  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 EA1790  HORZ ORDER  -  SECOND
 EA1790
 EA1790.The horizontal coordinates were established by classical geodetic methods
 EA1790.and adjusted by the National Geodetic Survey in August 2005.
 EA1790
 EA1790.The orthometric height was scaled from a topographic map.
 EA1790
 EA1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1790
 EA1790.The geoid height was determined by GEOID03.
 EA1790
 EA1790;                    North         East     Units Scale Factor Converg.
 EA1790;SPC NC       -    97,303.859   834,907.332   MT  0.99993643   +1 25 04.5
 EA1790;SPC NC       -   319,237.74  2,739,191.81   sFT  0.99993643   +1 25 04.5
 EA1790;UTM  18      - 3,829,992.310   358,482.097   MT  0.99984685   -0 52 35.7
 EA1790
 EA1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1790!SPC NC       -   1.00000549  x   0.99993643  =   0.99994192
 EA1790!UTM  18      -   1.00000549  x   0.99984685  =   0.99985233
 EA1790
 EA1790:                Primary Azimuth Mark                     Grid Az
 EA1790:SPC NC       -  CAPE LOOKOUT LIGHTHOUSE                  035 27 48.0
 EA1790:UTM  18      -  CAPE LOOKOUT LIGHTHOUSE                  037 45 28.2
 EA1790
 EA1790|---------------------------------------------------------------------|
 EA1790| PID    Reference Object                     Distance      Geod. Az  |
 EA1790|                                                           dddmmss.s |
 EA1790| EA1794 CAPE LOOKOUT LIGHTHOUSE             APPROX. 2.9 KM 0365252.5 |
 EA1790| EA0197 296                                 158.668 METERS 07253     |
 EA1790|---------------------------------------------------------------------|
 EA1790
 EA1790                          SUPERSEDED SURVEY CONTROL
 EA1790
 EA1790  NAD 83(1986)-  34 36 07.27675(N)    076 32 36.06565(W) AD(       ) 2
 EA1790  NAD 27      -  34 36 06.68300(N)    076 32 37.34259(W) AD(       ) 2
 EA1790
 EA1790.Superseded values are not recommended for survey control.
 EA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1790.See file dsdata.txt to determine how the superseded data were derived.
 EA1790
 EA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5848229992(NAD 83)
 EA1790_MARKER: DS = TRIANGULATION STATION DISK
 EA1790_SETTING: 0 = UNSPECIFIED SETTING
 EA1790_STAMPING: B1 BC CRF 5 1942
 EA1790_MARK LOGO: CGS   
 EA1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1790
 EA1790  HISTORY     - Date     Condition        Report By
 EA1790  HISTORY     - 1943     MONUMENTED       CGS
 EA1790
 EA1790                          STATION DESCRIPTION
 EA1790
 EA1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1790'THE STATION IS ON THE MOST W POINT OF CAPE LOOKOUT ON CORE
 EA1790'BANK.  IT IS ABOUT 150 YD. E OF THE POINT, AND ON THE E ROW OF
 EA1790'SAND DUNES.  IT IS ABOUT 0.75 MI. N-NW OF THE S POINT OF CAPE
 EA1790'LOOKOUT, AND ABOUT 1.5 MI. S-SW OF CAPE LOOKOUT
 EA1790'LIGHTHOUSE.  THE STATION IS NOT ON TOP OF THE SAND DUNE BUT IN A
 EA1790'HOLLOW ABOUT 10 FT. LOWER THAN THE SURROUNDING DUNES.  THERE IS
 EA1790'A WOODEN OBSERVATION TOWER BUILT OVER THE MARK.
 EA1790'
 EA1790'THE STATION IS A BRONZE DISC WITH THE INSCRIPTION HARBOR
 EA1790'DEFENSES OF BEAUFORT INLET AND STAMPED---B1 BC CRF 5 1942---.  IT
 EA1790'IS SET IN A CEMENT POST.  THE UNDERGROUND MARK IS A SIMILAR MARK,
 EA1790'SET IN A MASS OF CONCRETE AND SEPARATED FROM THE SURFACE MARK
 EA1790'BY A LAYER OF SAND.
 EA1790'
 EA1790'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1798 ***********************************************************************
 EA1798  DESIGNATION -  B 1 BATTERY 7
 EA1798  PID         -  EA1798
 EA1798  STATE/COUNTY-  NC/CARTERET
 EA1798  USGS QUAD   -  BEAUFORT (1987)
 EA1798
 EA1798                         *CURRENT SURVEY CONTROL
 EA1798  ___________________________________________________________________
 EA1798* NAD 83(2001)-  34 41 03.56257(N)    076 38 50.74743(W)     ADJUSTED  
 EA1798* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1798  ___________________________________________________________________
 EA1798  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 EA1798  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA1798  HORZ ORDER  -  SECOND
 EA1798
 EA1798.The horizontal coordinates were established by classical geodetic methods
 EA1798.and adjusted by the National Geodetic Survey in August 2005.
 EA1798
 EA1798.The orthometric height was scaled from a topographic map.
 EA1798
 EA1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1798
 EA1798.The geoid height was determined by GEOID03.
 EA1798
 EA1798;                    North         East     Units Scale Factor Converg.
 EA1798;SPC NC       -   106,199.880   825,147.421   MT  0.99992129   +1 21 28.2
 EA1798;SPC NC       -   348,424.11  2,707,171.16   sFT  0.99992129   +1 21 28.2
 EA1798;UTM  18      - 3,839,271.416   349,086.857   MT  0.99988071   -0 56 15.6
 EA1798
 EA1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1798!SPC NC       -   1.00000562  x   0.99992129  =   0.99992691
 EA1798!UTM  18      -   1.00000562  x   0.99988071  =   0.99988633
 EA1798
 EA1798:                Primary Azimuth Mark                     Grid Az
 EA1798:SPC NC       -  CAPE LOOKOUT LIGHTHOUSE                  119 50 19.5
 EA1798:UTM  18      -  CAPE LOOKOUT LIGHTHOUSE                  122 08 03.3
 EA1798
 EA1798|---------------------------------------------------------------------|
 EA1798| PID    Reference Object                     Distance      Geod. Az  |
 EA1798|                                                           dddmmss.s |
 EA1798| EA1794 CAPE LOOKOUT LIGHTHOUSE             APPROX.13.2 KM 1211147.7 |
 EA1798| EA1883 MOREHEAD CITY STANDPIPE             APPROX. 7.0 KM 3061557.5 |
 EA1798| EA1878 MOREHEAD CITY PORT TERM NE TK       APPROX. 5.9 KM 3103642.7 |
 EA1798|---------------------------------------------------------------------|
 EA1798
 EA1798                          SUPERSEDED SURVEY CONTROL
 EA1798
 EA1798  NAD 83(1986)-  34 41 03.57276(N)    076 38 50.75193(W) AD(       ) 2
 EA1798  NAD 27      -  34 41 02.99221(N)    076 38 52.01032(W) AD(       ) 2
 EA1798
 EA1798.Superseded values are not recommended for survey control.
 EA1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1798.See file dsdata.txt to determine how the superseded data were derived.
 EA1798
 EA1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4908739271(NAD 83)
 EA1798_MARKER: DS = TRIANGULATION STATION DISK
 EA1798_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA1798_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA1798_MARK LOGO: CGS   
 EA1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1798
 EA1798  HISTORY     - Date     Condition        Report By
 EA1798  HISTORY     - 1943     MONUMENTED       CGS
 EA1798  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EA1798
 EA1798                          STATION DESCRIPTION
 EA1798
 EA1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1798'THE STATION IS LOCATED ON THE W END OF SHACKLEFORD BANKS ABOUT
 EA1798'MIDWAY BETWEEN THE NE AND SW SIDES OF THE ISLAND.  THE MARK IS
 EA1798'UNDER THE 50-FT. PORTABLE (FOUR-LEG) STEEL OBSERVATION TOWER OF
 EA1798'THE U.S. ARMY.  MARK IS A BRONZE DISK WITH TRIANGLE, WITH POINT
 EA1798'IN THE CENTER AND BEARS THE LETTERING HARBOR DEFENSES OF
 EA1798'BEAUFORT INLET-1942-B1-6.  MARK IS SET IN THE TOP OF A 10-IN.
 EA1798'CONCRETE FILLED TILE AND PROJECTS ABOUT 2 IN.  THERE IS AN
 EA1798'UNDERGROUND MARK.  A 40-FT. TRIPOD WAS BUILT, AND THE STEEL
 EA1798'TOWER WAS USED AS THE OBSERVERS PLATFORM.  THIS STATION CAN
 EA1798'ONLY BE REACHED BY BOAT.
 EA1798'
 EA1798'HEIGHT OF LIGHT ABOVE STATION MARK 12.2 METERS.
 EA1798
 EA1798                          STATION RECOVERY (1965)
 EA1798
 EA1798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1798'DESTROYED.  THE MONUMENT WAS FOUND ON ITS SIDE AND THE DISK WAS
 EA1798'REMOVED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0855 ***********************************************************************
 EY0855  DESIGNATION -  B 100
 EY0855  PID         -  EY0855
 EY0855  STATE/COUNTY-  NC/GREENE
 EY0855  USGS QUAD   -  WALSTONBURG (1981)
 EY0855
 EY0855                         *CURRENT SURVEY CONTROL
 EY0855  ___________________________________________________________________
 EY0855* NAD 83(1986)-  35 35 46.     (N)    077 44 53.     (W)     SCALED    
 EY0855* NAVD 88     -        31.907  (meters)     104.68   (feet)  ADJUSTED  
 EY0855  ___________________________________________________________________
 EY0855  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EY0855  DYNAMIC HT  -          31.879 (meters)     104.59  (feet)  COMP
 EY0855  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 EY0855
 EY0855  VERT ORDER  -  SECOND    CLASS 0
 EY0855
 EY0855.The horizontal coordinates were scaled from a topographic map and have
 EY0855.an estimated accuracy of +/- 6 seconds.
 EY0855
 EY0855.The orthometric height was determined by differential leveling
 EY0855.and adjusted in June 1991.
 EY0855
 EY0855.The geoid height was determined by GEOID03.
 EY0855
 EY0855.The dynamic height is computed by dividing the NAVD 88
 EY0855.geopotential number by the normal gravity value computed on the
 EY0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0855.degrees latitude (g = 980.6199 gals.).
 EY0855
 EY0855.The modeled gravity was interpolated from observed gravity values.
 EY0855
 EY0855;                    North         East    Units  Estimated Accuracy
 EY0855;SPC NC       -   205,510.      723,040.      MT  (+/- 180 meters Scaled)
 EY0855
 EY0855                          SUPERSEDED SURVEY CONTROL
 EY0855
 EY0855  NGVD 29 (??/??/92)   32.176  (m)          105.56   (f) ADJ UNCH    2 0
 EY0855
 EY0855.Superseded values are not recommended for survey control.
 EY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0855.See file dsdata.txt to determine how the superseded data were derived.
 EY0855
 EY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE510426(NAD 83)
 EY0855_MARKER: DB = BENCH MARK DISK
 EY0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0855_STAMPING: B 100 1935
 EY0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0855+STABILITY: SURFACE MOTION
 EY0855
 EY0855  HISTORY     - Date     Condition        Report By
 EY0855  HISTORY     - 1935     MONUMENTED       CGS
 EY0855  HISTORY     - 1971     GOOD             NGS
 EY0855  HISTORY     - 1976     GOOD             NGS
 EY0855  HISTORY     - 1976     GOOD             NGS
 EY0855
 EY0855                          STATION DESCRIPTION
 EY0855
 EY0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0855'2.8 MI W FROM FIELDSBORO.
 EY0855'2.8 MILES WEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 EY0855'STATION AT FIELDSBORO, GREENE COUNTY, 0.2 MILE WEST OF THE STATION
 EY0855'AT APPIE, 200 YARDS WEST OF MILEPOST 169, AND 28.5 FEET NORTH OF
 EY0855'THE NORTH RAIL.  A STANDARD DISK, STAMPED B 100 1935 AND SET IN
 EY0855'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EY0855
 EY0855                          STATION RECOVERY (1971)
 EY0855
 EY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EY0855'RECOVERED IN GOOD CONDITION.
 EY0855
 EY0855                          STATION RECOVERY (1976)
 EY0855
 EY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0855'TO REACH STATION FROM INTERSECTION OF NORFOLK SOUTHERN RAILROAD WITH
 EY0855'SR 1929 AT APPIE, PROCEED WEST ALONG FARM ROAD FOR 0.3 MILE TO GRADE
 EY0855'CROSSING AND STATION APPROXIMATLEY 30 FEET EAST OF CROSSING.  600 FT.
 EY0855'W OF MILEPOST NO. 169, 28.7 FT. N OF N RAIL, 1.4 FT. E OF 3 INCH GUM
 EY0855'WITH ALUMINUM REF. TAG, 15.1 FT. SW OF 7 INCH GUM WITH ALUMINUM REF.
 EY0855'TAG, AND 84.7 FT. SE OF SE CORNER OF ABANDONED HOUSE.  DISK IS SET IN
 EY0855'TOP OF CONCRETE POST WHICH IS 3 INCHES ABOVE THE SURFACE OF THE
 EY0855'GROUND.
 EY0855
 EY0855                          STATION RECOVERY (1976)
 EY0855
 EY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0855'TO REACH STATION FROM INTERSECTION OF NORFOLK SOUTHERN RAILROAD WITH
 EY0855'SR 1929 AT APPIE, PROCEED WEST ALONG FARM ROAD FOR 0.3 MILE TO GRADE
 EY0855'CROSSING AND STATION APPROXIMATLEY 30 FEET EAST OF CROSSING.  600 FT.
 EY0855'W OF MILEPOST NO. 169, 28.7 FT. N OF N RAIL, 1.4 FT. E OF 3 INCH GUM
 EY0855'WITH ALUMINUM REF. TAG, 15.1 FT. SW OF 7 INCH GUM WITH ALUMINUM REF.
 EY0855'TAG, AND 84.7 FT. SE OF SE CORNER OF ABANDONED HOUSE.  DISK IS SET IN
 EY0855'TOP OF CONCRETE POST WHICH IS 3 INCHES ABOVE THE SURFACE OF THE
 EY0855'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0078 ***********************************************************************
 EZ0078  DESIGNATION -  B 101
 EZ0078  PID         -  EZ0078
 EZ0078  STATE/COUNTY-  NC/WAKE
 EZ0078  USGS QUAD   -  ZEBULON (1981)
 EZ0078
 EZ0078                         *CURRENT SURVEY CONTROL
 EZ0078  ___________________________________________________________________
 EZ0078* NAD 83(1986)-  35 46 54.     (N)    078 21 53.     (W)     SCALED    
 EZ0078* NAVD 88     -       100.180  (meters)     328.67   (feet)  POSTED    
 EZ0078  ___________________________________________________________________
 EZ0078  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 EZ0078  DYNAMIC HT  -         100.090 (meters)     328.38  (feet)  COMP
 EZ0078  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 EZ0078
 EZ0078  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EZ0078
 EZ0078.The horizontal coordinates were scaled from a topographic map and have
 EZ0078.an estimated accuracy of +/- 6 seconds.
 EZ0078
 EZ0078.The orthometric height was determined by differential leveling
 EZ0078.and adjusted by the  in 1992.
 EZ0078.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EZ0078.rate of 4.1 thru 8.0 mm/km.
 EZ0078
 EZ0078.The geoid height was determined by GEOID03.
 EZ0078
 EZ0078.The dynamic height is computed by dividing the NAVD 88
 EZ0078.geopotential number by the normal gravity value computed on the
 EZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0078.degrees latitude (g = 980.6199 gals.).
 EZ0078
 EZ0078.The modeled gravity was interpolated from observed gravity values.
 EZ0078
 EZ0078;                    North         East    Units  Estimated Accuracy
 EZ0078;SPC NC       -   225,560.      667,030.      MT  (+/- 180 meters Scaled)
 EZ0078
 EZ0078                          SUPERSEDED SURVEY CONTROL
 EZ0078
 EZ0078  NGVD 29 (??/??/92)  100.495  (m)          329.71   (f) ADJ UNCH    2 0
 EZ0078
 EZ0078.Superseded values are not recommended for survey control.
 EZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0078.See file dsdata.txt to determine how the superseded data were derived.
 EZ0078
 EZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV381629(NAD 83)
 EZ0078_MARKER: DB = BENCH MARK DISK
 EZ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0078_STAMPING: B 101 1935
 EZ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0078+STABILITY: SURFACE MOTION
 EZ0078
 EZ0078  HISTORY     - Date     Condition        Report By
 EZ0078  HISTORY     - 1935     MONUMENTED       CGS
 EZ0078  HISTORY     - 1960     MARK NOT FOUND   NGS
 EZ0078  HISTORY     - 1968     MARK NOT FOUND   USGS
 EZ0078
 EZ0078                          STATION DESCRIPTION
 EZ0078
 EZ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EZ0078'AT WENDELL.
 EZ0078'AT WENDELL, WAKE COUNTY, 0.3 MILE EAST ALONG THE NORFOLK SOUTHERN
 EZ0078'RAILROAD FROM THE STATION, 5 POLES WEST OF MILEPOST 213, 3 POLES
 EZ0078'WEST OF A WOODEN OVERHEAD BRIDGE, 47 YARDS WEST OF THE SWITCH AT
 EZ0078'THE EAST END OF A SIDETRACK, AND 19.4 FEET SOUTH OF THE SOUTH RAIL
 EZ0078'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 101 1935 AND SET
 EZ0078'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EZ0078
 EZ0078                          STATION RECOVERY (1968)
 EZ0078
 EZ0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EZ0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0685 ***********************************************************************
 FX0685  DESIGNATION -  B 102
 FX0685  PID         -  FX0685
 FX0685  STATE/COUNTY-  NC/CHOWAN
 FX0685  USGS QUAD   -  EDENHOUSE (1982)
 FX0685
 FX0685                         *CURRENT SURVEY CONTROL
 FX0685  ___________________________________________________________________
 FX0685* NAD 83(1986)-  36 05 57.     (N)    076 37 41.     (W)     SCALED    
 FX0685* NAVD 88     -         5.125  (meters)      16.81   (feet)  POSTED    
 FX0685  ___________________________________________________________________
 FX0685  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 FX0685  DYNAMIC HT  -           5.120 (meters)      16.80  (feet)  COMP
 FX0685  MODELED GRAV-     979,817.6   (mgal)                       NAVD 88
 FX0685
 FX0685  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX0685
 FX0685.The horizontal coordinates were scaled from a topographic map and have
 FX0685.an estimated accuracy of +/- 6 seconds.
 FX0685
 FX0685.The orthometric height was determined by differential leveling
 FX0685.and adjusted by the  in 1992.
 FX0685.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX0685.rate of 0.0 thru 1.0 mm/km.
 FX0685
 FX0685.The geoid height was determined by GEOID03.
 FX0685
 FX0685.The dynamic height is computed by dividing the NAVD 88
 FX0685.geopotential number by the normal gravity value computed on the
 FX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0685.degrees latitude (g = 980.6199 gals.).
 FX0685
 FX0685.The modeled gravity was interpolated from observed gravity values.
 FX0685
 FX0685;                    North         East    Units  Estimated Accuracy
 FX0685;SPC NC       -   263,160.      823,170.      MT  (+/- 180 meters Scaled)
 FX0685
 FX0685                          SUPERSEDED SURVEY CONTROL
 FX0685
 FX0685  NGVD 29 (??/??/92)    5.458  (m)           17.91   (f) ADJ UNCH    2 0
 FX0685
 FX0685.Superseded values are not recommended for survey control.
 FX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0685.See file dsdata.txt to determine how the superseded data were derived.
 FX0685
 FX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE534961(NAD 83)
 FX0685_MARKER: DB = BENCH MARK DISK
 FX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0685_STAMPING: B 102 1935
 FX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0685+STABILITY: SURFACE MOTION
 FX0685
 FX0685  HISTORY     - Date     Condition        Report By
 FX0685  HISTORY     - 1935     MONUMENTED       CGS
 FX0685  HISTORY     - 1963     GOOD             NGS
 FX0685  HISTORY     - 1977     MARK NOT FOUND   USGS
 FX0685
 FX0685                          STATION DESCRIPTION
 FX0685
 FX0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FX0685'2.5 MI NW FROM EDENTON.
 FX0685'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM
 FX0685'JUNCTION OF U.S. HIGHWAY 17 AT THE NORTHWEST SIDE OF EDENTON,
 FX0685'AT JUNCTION OF COUNTY ROAD 1316, AT HANCOCK, 150.6 FEET AND
 FX0685'225 DEGREES IN AZIMUTH FROM THE WEST END OF A SIDEWALK LEADING
 FX0685'TO HOUSE AT THE EAST SIDE OF THE ROAD JUNCTION, 30 FEET SOUTHEAST
 FX0685'OF CENTER LINE OF COUNTY ROAD 1316.  A STANDARD DISK SET IN
 FX0685'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 FX0685'ABOVE THE GROUND.
 FX0685
 FX0685                          STATION RECOVERY (1977)
 FX0685
 FX0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FX0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0186 ***********************************************************************
 EA0186  DESIGNATION -  B 103
 EA0186  PID         -  EA0186
 EA0186  STATE/COUNTY-  NC/CARTERET
 EA0186  USGS QUAD   -  BEAUFORT (1987)
 EA0186
 EA0186                         *CURRENT SURVEY CONTROL
 EA0186  ___________________________________________________________________
 EA0186* NAD 83(1986)-  34 40 42.     (N)    076 38 32.     (W)     SCALED    
 EA0186* NAVD 88     -         2.031  (meters)       6.66   (feet)  ADJUSTED  
 EA0186  ___________________________________________________________________
 EA0186  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA0186  DYNAMIC HT  -           2.029 (meters)       6.66  (feet)  COMP
 EA0186  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 EA0186
 EA0186  VERT ORDER  -  SECOND    CLASS 0
 EA0186
 EA0186.The horizontal coordinates were scaled from a topographic map and have
 EA0186.an estimated accuracy of +/- 6 seconds.
 EA0186
 EA0186.The orthometric height was determined by differential leveling
 EA0186.and adjusted in June 1991.
 EA0186
 EA0186.The geoid height was determined by GEOID03.
 EA0186
 EA0186.The dynamic height is computed by dividing the NAVD 88
 EA0186.geopotential number by the normal gravity value computed on the
 EA0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0186.degrees latitude (g = 980.6199 gals.).
 EA0186
 EA0186.The modeled gravity was interpolated from observed gravity values.
 EA0186
 EA0186;                    North         East    Units  Estimated Accuracy
 EA0186;SPC NC       -   105,550.      825,640.      MT  (+/- 180 meters Scaled)
 EA0186
 EA0186                          SUPERSEDED SURVEY CONTROL
 EA0186
 EA0186  NGVD 29 (??/??/92)    2.364  (m)            7.76   (f) ADJ UNCH    2 0
 EA0186
 EA0186.Superseded values are not recommended for survey control.
 EA0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0186.See file dsdata.txt to determine how the superseded data were derived.
 EA0186
 EA0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD495385(NAD 83)
 EA0186_MARKER: DB = BENCH MARK DISK
 EA0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0186_SP_SET: 32 FEET
 EA0186_STAMPING: B 103 1960
 EA0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0186
 EA0186  HISTORY     - Date     Condition        Report By
 EA0186  HISTORY     - 1960     MONUMENTED       CGS
 EA0186
 EA0186                          STATION DESCRIPTION
 EA0186
 EA0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0186'IN SHACKLEFORD BANKS.
 EA0186'ON SHACKLEFORD BANKS, ABOUT 1.2 MILES SOUTHEAST OF NORTHWEST
 EA0186'END OF BANKS AND BEAUFORT INLET, NEAR BASE OF THE HIGHEST SAND
 EA0186'DUNE IN VICINITY, ALONG OCEAN SIDE OF BANKS, 18 FEET SOUTHWEST OF
 EA0186'SOUTHWEST EDGE OF DUNE, 2 FEET NORTHEAST OF A STEEL WITNESS
 EA0186'POST, AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 6
 EA0186'INCHES AND PROTECTED BY A 4-INCH ORANGEBURG PIPE WHICH PROJECTS
 EA0186'20 INCHES.  THE MARK WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0071 ***********************************************************************
 EA0071  DESIGNATION -  B 104
 EA0071  PID         -  EA0071
 EA0071  STATE/COUNTY-  NC/CARTERET
 EA0071  USGS QUAD   -  STYRON BAY (1971)
 EA0071
 EA0071                         *CURRENT SURVEY CONTROL
 EA0071  ___________________________________________________________________
 EA0071* NAD 83(1986)-  34 50 57.     (N)    076 19 15.     (W)     SCALED    
 EA0071* NAVD 88     -         1.253  (meters)       4.11   (feet)  ADJUSTED  
 EA0071  ___________________________________________________________________
 EA0071  GEOID HEIGHT-         -37.81  (meters)                     GEOID03
 EA0071  DYNAMIC HT  -           1.252 (meters)       4.11  (feet)  COMP
 EA0071  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 EA0071
 EA0071  VERT ORDER  -  SECOND    CLASS 0
 EA0071
 EA0071.The horizontal coordinates were scaled from a topographic map and have
 EA0071.an estimated accuracy of +/- 6 seconds.
 EA0071
 EA0071.The orthometric height was determined by differential leveling
 EA0071.and adjusted in June 1991.
 EA0071
 EA0071.The geoid height was determined by GEOID03.
 EA0071
 EA0071.The dynamic height is computed by dividing the NAVD 88
 EA0071.geopotential number by the normal gravity value computed on the
 EA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0071.degrees latitude (g = 980.6199 gals.).
 EA0071
 EA0071.The modeled gravity was interpolated from observed gravity values.
 EA0071
 EA0071;                    North         East    Units  Estimated Accuracy
 EA0071;SPC NC       -   125,240.      854,570.      MT  (+/- 180 meters Scaled)
 EA0071
 EA0071                          SUPERSEDED SURVEY CONTROL
 EA0071
 EA0071  NGVD 29 (??/??/92)    1.597  (m)            5.24   (f) ADJ UNCH    2 0
 EA0071
 EA0071.Superseded values are not recommended for survey control.
 EA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0071.See file dsdata.txt to determine how the superseded data were derived.
 EA0071
 EA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD792571(NAD 83)
 EA0071_MARKER: DB = BENCH MARK DISK
 EA0071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0071_SP_SET: 32 FEET
 EA0071_STAMPING: B 104 1960
 EA0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0071
 EA0071  HISTORY     - Date     Condition        Report By
 EA0071  HISTORY     - 1960     MONUMENTED       CGS
 EA0071
 EA0071                          STATION DESCRIPTION
 EA0071
 EA0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0071'19.6 MI NE FROM CAPE LOOKOUT.
 EA0071'ABOUT 19.6 MILES NORTHEAST ALONG TELEPHONE LINE ALONG CORE BANKS
 EA0071'FROM THE LIGHTHOUSE AT CAPE LOOKOUT, ABOUT 0.9 MILE SOUTHWEST
 EA0071'OF ABANDONED ATLANTIC COAST GUARD STATION, 26 FEET NORTH OF
 EA0071'TELEPHONE POLE NO. 715, 16 FEET NORTHWEST OF THE ROW OF TELEPHONE
 EA0071'POLES, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST, AND IS A
 EA0071'DISK ON COPPER COATED STEEL ROD PROJECTING 6 INCHES AND PROTECTED
 EA0071'BY A 4-INCH ORANGEBURG PIPE PROJECTING 18 INCHES.  THE ROD
 EA0071'WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0026 ***********************************************************************
 EA0026  DESIGNATION -  B 108
 EA0026  PID         -  EA0026
 EA0026  STATE/COUNTY-  NC/CARTERET
 EA0026  USGS QUAD   -  ATLANTIC (1949)
 EA0026
 EA0026                         *CURRENT SURVEY CONTROL
 EA0026  ___________________________________________________________________
 EA0026* NAD 83(1986)-  34 52 48.     (N)    076 22 17.     (W)     SCALED    
 EA0026* NAVD 88     -         1.749  (meters)       5.74   (feet)  ADJUSTED  
 EA0026  ___________________________________________________________________
 EA0026  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 EA0026  DYNAMIC HT  -           1.747 (meters)       5.73  (feet)  COMP
 EA0026  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 EA0026
 EA0026  VERT ORDER  -  SECOND    CLASS 0
 EA0026
 EA0026.The horizontal coordinates were scaled from a topographic map and have
 EA0026.an estimated accuracy of +/- 6 seconds.
 EA0026
 EA0026.The orthometric height was determined by differential leveling
 EA0026.and adjusted in June 1991.
 EA0026
 EA0026.The geoid height was determined by GEOID03.
 EA0026
 EA0026.The dynamic height is computed by dividing the NAVD 88
 EA0026.geopotential number by the normal gravity value computed on the
 EA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0026.degrees latitude (g = 980.6199 gals.).
 EA0026
 EA0026.The modeled gravity was interpolated from observed gravity values.
 EA0026
 EA0026;                    North         East    Units  Estimated Accuracy
 EA0026;SPC NC       -   128,530.      849,860.      MT  (+/- 180 meters Scaled)
 EA0026
 EA0026                          SUPERSEDED SURVEY CONTROL
 EA0026
 EA0026  NGVD 29 (??/??/92)    2.050  (m)            6.73   (f) ADJ UNCH    2 0
 EA0026
 EA0026.Superseded values are not recommended for survey control.
 EA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0026.See file dsdata.txt to determine how the superseded data were derived.
 EA0026
 EA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD746605(NAD 83)
 EA0026_MARKER: DB = BENCH MARK DISK
 EA0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0026_STAMPING: B 108 1962
 EA0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0026+STABILITY: SURFACE MOTION
 EA0026
 EA0026  HISTORY     - Date     Condition        Report By
 EA0026  HISTORY     - 1962     MONUMENTED       CGS
 EA0026  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EA0026
 EA0026                          STATION DESCRIPTION
 EA0026
 EA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EA0026'2 MI E FROM SEALEVEL.
 EA0026'ABOUT 2.0 MILES EASTERLY ALONG U.S. HIGHWAY 70 FROM THE SEALEVEL
 EA0026'HOSPITAL, 56 YARDS WEST OF TWO LARGE PIPE CULVERTS UNDER THE
 EA0026'HIGHWAY, AT THE INSIDE OF A CURVE, 27 FEET SOUTH OF THE CENTER
 EA0026'LINE OF THE HIGHWAY, 8 1/2 FEET NORTHEAST OF TELEPHONE POLE NO. 48,
 EA0026'3 1/2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 EA0026'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 EA0026'LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 2.0 MILES
 EA0026'SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT ATLANTIC.
 EA0026
 EA0026                          STATION RECOVERY (1982)
 EA0026
 EA0026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0026'TOP OF MARK HAS BEEN KNOCKED OFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0454 ***********************************************************************
 EB0454  DESIGNATION -  B 109
 EB0454  PID         -  EB0454
 EB0454  STATE/COUNTY-  NC/COLUMBUS
 EB0454  USGS QUAD   -  TABOR CITY EAST (1962)
 EB0454
 EB0454                         *CURRENT SURVEY CONTROL
 EB0454  ___________________________________________________________________
 EB0454* NAD 83(1986)-  34 14 36.     (N)    078 50 23.     (W)     SCALED    
 EB0454* NAVD 88     -        33.535  (meters)     110.02   (feet)  POSTED    
 EB0454  ___________________________________________________________________
 EB0454  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 EB0454  DYNAMIC HT  -          33.500 (meters)     109.91  (feet)  COMP
 EB0454  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EB0454
 EB0454  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EB0454
 EB0454.The horizontal coordinates were scaled from a topographic map and have
 EB0454.an estimated accuracy of +/- 6 seconds.
 EB0454
 EB0454.The orthometric height was determined by differential leveling
 EB0454.and adjusted by the  in 1992.
 EB0454.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EB0454.rate of 1.1 thru 2.0 mm/km.
 EB0454
 EB0454.The geoid height was determined by GEOID03.
 EB0454
 EB0454.The dynamic height is computed by dividing the NAVD 88
 EB0454.geopotential number by the normal gravity value computed on the
 EB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0454.degrees latitude (g = 980.6199 gals.).
 EB0454
 EB0454.The modeled gravity was interpolated from observed gravity values.
 EB0454
 EB0454;                    North         East    Units  Estimated Accuracy
 EB0454;SPC NC       -    54,740.      624,370.      MT  (+/- 180 meters Scaled)
 EB0454
 EB0454                          SUPERSEDED SURVEY CONTROL
 EB0454
 EB0454  NGVD 29 (03/21/89)   33.838  (m)          111.02   (f) ADJUSTED    1 1
 EB0454
 EB0454.Superseded values are not recommended for survey control.
 EB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0454.See file dsdata.txt to determine how the superseded data were derived.
 EB0454
 EB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT989912(NAD 83)
 EB0454_MARKER: DB = BENCH MARK DISK
 EB0454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EB0454_SP_SET: 48 FEET
 EB0454_STAMPING: B 109 1962
 EB0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0454
 EB0454  HISTORY     - Date     Condition        Report By
 EB0454  HISTORY     - 1962     MONUMENTED       CGS
 EB0454  HISTORY     - 1979     MARK NOT FOUND   NGS
 EB0454
 EB0454                          STATION DESCRIPTION
 EB0454
 EB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EB0454'5.7 MI S FROM CHADBOURN.
 EB0454'ABOUT 0.2 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0454'THE STATION AT CHADBOURN, THENCE 5.5 MILES SOUTH ALONG THE
 EB0454'ATLANTIC COAST LINE RAILROAD, 0.1 MILE SOUTH OF MILEPOST CH 303,
 EB0454'37 FEET EAST OF THE CENTER LINE OF BLACK TOP ROAD NO. 1317,
 EB0454'86 FEET EAST AND ACROSS THE ROAD FROM THE EAST RAIL, 9 FEET
 EB0454'NORTHWEST OF A 12 INCH PINE TREE, 14 FEET NORTH OF THE CENTER
 EB0454'LINE OF A DIM WOODS ROAD LEADING EAST, 3.4 FEET EAST OF A STEEL
 EB0454'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE BLACK TOP ROAD,
 EB0454'AND IS A DISK ON A COPPER COATED ROD, FLUSH, AND PROTECTED BY
 EB0454'A 6 INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A
 EB0454'DEPTH OF 48 FEET.
 EB0454
 EB0454                          STATION RECOVERY (1979)
 EB0454
 EB0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0454'NOT RECOVERED.  NOTE=THE FIELD IS NOW CULTIVATED AND LEVEL WITH THE
 EB0454'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1450 ***********************************************************************
 EZ1450  DESIGNATION -  B 11
 EZ1450  PID         -  EZ1450
 EZ1450  STATE/COUNTY-  NC/MOORE
 EZ1450  USGS QUAD   -  VASS (1974)
 EZ1450
 EZ1450                         *CURRENT SURVEY CONTROL
 EZ1450  ___________________________________________________________________
 EZ1450* NAD 83(1986)-  35 19 34.     (N)    079 15 06.     (W)     SCALED    
 EZ1450* NAVD 88     -        92.409  (meters)     303.18   (feet)  POSTED    
 EZ1450  ___________________________________________________________________
 EZ1450  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ1450  DYNAMIC HT  -          92.330 (meters)     302.92  (feet)  COMP
 EZ1450  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 EZ1450
 EZ1450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EZ1450
 EZ1450.The horizontal coordinates were scaled from a topographic map and have
 EZ1450.an estimated accuracy of +/- 6 seconds.
 EZ1450
 EZ1450.The orthometric height was determined by differential leveling
 EZ1450.and adjusted by the  in 1992.
 EZ1450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EZ1450.rate of 0.0 thru 1.0 mm/km.
 EZ1450
 EZ1450.The geoid height was determined by GEOID03.
 EZ1450
 EZ1450.The dynamic height is computed by dividing the NAVD 88
 EZ1450.geopotential number by the normal gravity value computed on the
 EZ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1450.degrees latitude (g = 980.6199 gals.).
 EZ1450
 EZ1450.The modeled gravity was interpolated from observed gravity values.
 EZ1450
 EZ1450;                    North         East    Units  Estimated Accuracy
 EZ1450;SPC NC       -   174,870.      586,720.      MT  (+/- 180 meters Scaled)
 EZ1450
 EZ1450                          SUPERSEDED SURVEY CONTROL
 EZ1450
 EZ1450  NGVD 29 (??/??/92)   92.647  (m)          303.96   (f) ADJ UNCH    1 2
 EZ1450
 EZ1450.Superseded values are not recommended for survey control.
 EZ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1450.See file dsdata.txt to determine how the superseded data were derived.
 EZ1450
 EZ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV589106(NAD 83)
 EZ1450_MARKER: DB = BENCH MARK DISK
 EZ1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1450_STAMPING: 303.894 B 11 1918
 EZ1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1450+STABILITY: SURFACE MOTION
 EZ1450
 EZ1450  HISTORY     - Date     Condition        Report By
 EZ1450  HISTORY     - 1918     MONUMENTED       CGS
 EZ1450  HISTORY     - 1955     MARK NOT FOUND   NGS
 EZ1450  HISTORY     - 1963     MARK NOT FOUND   AMS
 EZ1450  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EZ1450
 EZ1450                          STATION DESCRIPTION
 EZ1450
 EZ1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EZ1450'AT CAMERON.
 EZ1450'AT CAMERON, MOORE COUNTY, 80 FEET EAST OF THE SEABOARD AIR
 EZ1450'LINE RAILWAY STATION, AT A ROAD CROSSING, 20 FEET NORTH OF THE
 EZ1450'ROAD, AND 33 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED
 EZ1450'303.894 B 11 1918 AND SET IN THE TOP OF A CONCRETE POST
 EZ1450'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 EZ1450
 EZ1450                          STATION RECOVERY (1963)
 EZ1450
 EZ1450'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1963
 EZ1450'MARK NOT FOUND.
 EZ1450
 EZ1450                          STATION RECOVERY (1987)
 EZ1450
 EZ1450'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHF)
 EZ1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1814 ***********************************************************************
 AI1814  DESIGNATION -  B 11
 AI1814  PID         -  AI1814
 AI1814  STATE/COUNTY-  NC/CHATHAM
 AI1814  USGS QUAD   -  BEAR CREEK (1980)
 AI1814
 AI1814                         *CURRENT SURVEY CONTROL
 AI1814  ___________________________________________________________________
 AI1814* NAD 83(2007)-  35 34 04.72913(N)    079 27 47.80393(W)     ADJUSTED  
 AI1814* NAVD 88     -       151.7    (meters)     498.     (feet)  GPS OBS   
 AI1814  ___________________________________________________________________
 AI1814  EPOCH DATE  -        2002.00
 AI1814  X           -     949,827.278 (meters)                     COMP
 AI1814  Y           -  -5,106,542.158 (meters)                     COMP
 AI1814  Z           -   3,689,376.113 (meters)                     COMP
 AI1814  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AI1814  ELLIP HEIGHT-         120.886 (meters)          (02/10/07) ADJUSTED
 AI1814  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 AI1814
 AI1814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1814  Type    PID    Designation                      North   East  Ellip
 AI1814  -------------------------------------------------------------------
 AI1814  NETWORK AI1814 B 11                              1.71   1.43   3.16
 AI1814  -------------------------------------------------------------------
 AI1814
 AI1814.The horizontal coordinates were established by GPS observations
 AI1814.and adjusted by the National Geodetic Survey in February 2007.
 AI1814
 AI1814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1814.The horizontal coordinates are valid at the epoch date displayed above.
 AI1814.The epoch date for horizontal control is a decimal equivalence
 AI1814.of Year/Month/Day.
 AI1814
 AI1814.The orthometric height was determined by GPS observations and a
 AI1814.high-resolution geoid model.
 AI1814
 AI1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1814
 AI1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1814
 AI1814.The ellipsoidal height was determined by GPS observations
 AI1814.and is referenced to NAD 83.
 AI1814
 AI1814.The geoid height was determined by GEOID03.
 AI1814
 AI1814;                    North         East     Units Scale Factor Converg.
 AI1814;SPC NC       -   201,767.885   567,608.520   MT  0.99988777   -0 16 02.6
 AI1814;SPC NC       -   661,966.80  1,862,228.95   sFT  0.99988777   -0 16 02.6
 AI1814;UTM  17      - 3,937,119.304   639,257.925   MT  0.99983898   +0 53 38.4
 AI1814
 AI1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1814!SPC NC       -   0.99998103  x   0.99988777  =   0.99986880
 AI1814!UTM  17      -   0.99998103  x   0.99983898  =   0.99982001
 AI1814
 AI1814                          SUPERSEDED SURVEY CONTROL
 AI1814
 AI1814  NAD 83(2001)-  35 34 04.72919(N)    079 27 47.80422(W) AD(       ) 1
 AI1814  ELLIP H (03/13/03)  120.903  (m)                       GP(       ) 4 2
 AI1814  NAD 83(1986)-  35 34 04.73586(N)    079 27 47.81192(W) AD(       ) 1
 AI1814
 AI1814.Superseded values are not recommended for survey control.
 AI1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1814.See file dsdata.txt to determine how the superseded data were derived.
 AI1814
 AI1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3925837119(NAD 83)
 AI1814_MARKER: DB = BENCH MARK DISK
 AI1814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1814_SP_SET: CONCRETE CURB
 AI1814_STAMPING: B 11 30TH ENGINEERS 1963 498.5
 AI1814_MARK LOGO: USGS  
 AI1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1814+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AI1814
 AI1814  HISTORY     - Date     Condition        Report By
 AI1814  HISTORY     - 1963     MONUMENTED       USE
 AI1814  HISTORY     - 19890713 GOOD             NCGS
 AI1814  HISTORY     - 20060506 GOOD             GEOCAC
 AI1814
 AI1814                          STATION DESCRIPTION
 AI1814
 AI1814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1814'STATION IS LOCATED ABOUT 17.14 KM (10.65 MI) SOUTH OF SILER CITY AND
 AI1814'8.8 KM (5.45 MI) SOUTHWEST OF BEAR CREEK, IN HARPERS CROSSROADS
 AI1814'COMMUNITY, ON THE SOUTH SIDE OF THE INTERSECTION OF NC 902 WITH SR
 AI1814'1006 (SILER CITY-GLENDON ROAD), IN THE NORTH END OF A CURB AROUND AN
 AI1814'ASPHALT ISLAND. MARK IS LEVEL WITH ROAD AND FLUSH WITH THE CURB.
 AI1814'LOCATED 10.95 M (35.93 FT) SOUTHEAST OF THE CENTERLINE OF NC 902,
 AI1814'12.50 M (41.01 FT) WEST-SOUTHWEST OF THE CORNER OF COX GIFT STORE--AND
 AI1814'14.29 M (46.88 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL BESIDE A
 AI1814'POWER POLE, 15.45 M (50.69 FT) NORTHWEST OF A 14-INCH CEDAR--BOTH WITH
 AI1814'REFERENCE TAGS.
 AI1814
 AI1814                          STATION RECOVERY (2006)
 AI1814
 AI1814'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI1814'RECOVERED AS DESCRIBED. THE TRAFFIC ISLAND HAS BEEN REMOVED, BUT THE
 AI1814'CURBING REMAINS, FLUSH WITH THE PAVEMENT. DISK IS SECURE IN DRILL
 AI1814'HOLE.
 AI1814' 
 AI1814' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0281 ***********************************************************************
 EA0281  DESIGNATION -  B 110
 EA0281  PID         -  EA0281
 EA0281  STATE/COUNTY-  NC/JONES
 EA0281  USGS QUAD   -  MAYSVILLE (1994)
 EA0281
 EA0281                         *CURRENT SURVEY CONTROL
 EA0281  ___________________________________________________________________
 EA0281* NAD 83(1986)-  34 57 45.     (N)    077 14 27.     (W)     SCALED    
 EA0281* NAVD 88     -        11.782  (meters)      38.65   (feet)  ADJUSTED  
 EA0281  ___________________________________________________________________
 EA0281  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EA0281  DYNAMIC HT  -          11.771 (meters)      38.62  (feet)  COMP
 EA0281  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 EA0281
 EA0281  VERT ORDER  -  FIRST     CLASS I
 EA0281
 EA0281.The horizontal coordinates were scaled from a topographic map and have
 EA0281.an estimated accuracy of +/- 6 seconds.
 EA0281
 EA0281.The orthometric height was determined by differential leveling
 EA0281.and adjusted in June 1991.
 EA0281
 EA0281.The geoid height was determined by GEOID03.
 EA0281
 EA0281.The dynamic height is computed by dividing the NAVD 88
 EA0281.geopotential number by the normal gravity value computed on the
 EA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0281.degrees latitude (g = 980.6199 gals.).
 EA0281
 EA0281.The modeled gravity was interpolated from observed gravity values.
 EA0281
 EA0281;                    North         East    Units  Estimated Accuracy
 EA0281;SPC NC       -   135,930.      770,240.      MT  (+/- 180 meters Scaled)
 EA0281
 EA0281                          SUPERSEDED SURVEY CONTROL
 EA0281
 EA0281  NGVD 29 (??/??/92)   12.101  (m)           39.70   (f) ADJ UNCH    1 1
 EA0281
 EA0281.Superseded values are not recommended for survey control.
 EA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0281.See file dsdata.txt to determine how the superseded data were derived.
 EA0281
 EA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD954711(NAD 83)
 EA0281_MARKER: DB = BENCH MARK DISK
 EA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0281_STAMPING: B 110 1963
 EA0281_PROJECTION: PROJECTING 3 CENTIMETERS
 EA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0281+STABILITY: SURFACE MOTION
 EA0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0281+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 EA0281
 EA0281  HISTORY     - Date     Condition        Report By
 EA0281  HISTORY     - 1963     MONUMENTED       CGS
 EA0281  HISTORY     - 1979     GOOD             NCGS
 EA0281  HISTORY     - 1987     GOOD             USPSQD
 EA0281  HISTORY     - 19910906 GOOD             USPSQD
 EA0281  HISTORY     - 20030130 GOOD             USPSQD
 EA0281  HISTORY     - 20050728 GOOD             USPSQD
 EA0281
 EA0281                          STATION DESCRIPTION
 EA0281
 EA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0281'4.2 MI NE FROM MAYSVILLE.
 EA0281'4.15 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC
 EA0281'COAST LINE RAILROAD STATION AT MAYSVILLE, AT THE JUNCTION OF
 EA0281'COUNTY ROAD 1107 LEADING EAST, AT A SMALL ROADSIDE PARK, 81
 EA0281'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET NORTH OF
 EA0281'THE CENTER LINE OF COUNTY ROAD 1107, 46 FEET SOUTHEAST OF
 EA0281'TELEPHONE POLE 521 1/2, 50 YARDS EAST AND ACROSS THE HIGHWAY
 EA0281'FROM THE RESIDENCE OF MR. C.B. CHADWICK, 99 FEET NORTHEAST OF
 EA0281'THE CENTER OF THE JUNCTION OF COUNTY ROAD 1107, 2.3 FEET SOUTH
 EA0281'OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS
 EA0281'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 EA0281'NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 2.1
 EA0281'MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EA0281'STATION AT POLLOCKSVILLE, THENCE ABOUT 0.3 MILE NORTHWEST ALONG
 EA0281'COUNTY ROAD 1108, THENCE ABOUT 1.45 MILE SOUTHWEST ALONG U.S.
 EA0281'HIGHWAY 17.
 EA0281
 EA0281                          STATION RECOVERY (1979)
 EA0281
 EA0281'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0281'2.75 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58
 EA0281'SOUTH OF POLLOCKSVILLE AT A ROADSIDE PICNIC AREA, AT INTERSECTION
 EA0281'WITH SR 1107 (FOSUE LANE ROAD), 81.0 FEET EAST OF CENTERLINE OF
 EA0281'HIGHWAY, 68.6 FEET NORTH OF CENTERLINE OF ROAD AND 44.7 FEET
 EA0281'SOUTHEAST OF A POWER POLE 131 WITH REFERENCE TAG.
 EA0281'THE MARK IS 1 FT  W FROM A WITNESS POST.
 EA0281'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA0281
 EA0281                          STATION RECOVERY (1987)
 EA0281
 EA0281'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EA0281'RECOVERED IN GOOD CONDITION.
 EA0281
 EA0281                          STATION RECOVERY (1991)
 EA0281
 EA0281'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA0281'RECOVERED IN GOOD CONDITION.
 EA0281
 EA0281                          STATION RECOVERY (2003)
 EA0281
 EA0281'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0281'RECOVERED IN GOOD CONDITION.
 EA0281
 EA0281                          STATION RECOVERY (2005)
 EA0281
 EA0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0632 ***********************************************************************
 EY0632  DESIGNATION -  B 111
 EY0632  PID         -  EY0632
 EY0632  STATE/COUNTY-  NC/BEAUFORT
 EY0632  USGS QUAD   -  WILMAR (1983)
 EY0632
 EY0632                         *CURRENT SURVEY CONTROL
 EY0632  ___________________________________________________________________
 EY0632* NAD 83(1986)-  35 23 58.     (N)    077 08 30.     (W)     SCALED    
 EY0632* NAVD 88     -        17.515  (meters)      57.46   (feet)  ADJUSTED  
 EY0632  ___________________________________________________________________
 EY0632  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 EY0632  DYNAMIC HT  -          17.499 (meters)      57.41  (feet)  COMP
 EY0632  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 EY0632
 EY0632  VERT ORDER  -  FIRST     CLASS I
 EY0632
 EY0632.The horizontal coordinates were scaled from a topographic map and have
 EY0632.an estimated accuracy of +/- 6 seconds.
 EY0632
 EY0632.The orthometric height was determined by differential leveling
 EY0632.and adjusted in June 1991.
 EY0632
 EY0632.The geoid height was determined by GEOID03.
 EY0632
 EY0632.The dynamic height is computed by dividing the NAVD 88
 EY0632.geopotential number by the normal gravity value computed on the
 EY0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0632.degrees latitude (g = 980.6199 gals.).
 EY0632
 EY0632.The modeled gravity was interpolated from observed gravity values.
 EY0632
 EY0632;                    North         East    Units  Estimated Accuracy
 EY0632;SPC NC       -   184,550.      778,390.      MT  (+/- 180 meters Scaled)
 EY0632
 EY0632                          SUPERSEDED SURVEY CONTROL
 EY0632
 EY0632  NGVD 29 (??/??/92)   17.849  (m)           58.56   (f) ADJ UNCH    1 1
 EY0632
 EY0632.Superseded values are not recommended for survey control.
 EY0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0632.See file dsdata.txt to determine how the superseded data were derived.
 EY0632
 EY0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE055194(NAD 83)
 EY0632_MARKER: DB = BENCH MARK DISK
 EY0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0632_STAMPING: B 111 1963
 EY0632_PROJECTION: PROJECTING 3 CENTIMETERS
 EY0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0632+STABILITY: SURFACE MOTION
 EY0632
 EY0632  HISTORY     - Date     Condition        Report By
 EY0632  HISTORY     - 1963     MONUMENTED       CGS
 EY0632  HISTORY     - 1979     GOOD             NCGS
 EY0632  HISTORY     - 19870829 GOOD             USPSQD
 EY0632
 EY0632                          STATION DESCRIPTION
 EY0632
 EY0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0632'7 MI N FROM VANCEBORO.
 EY0632'ABOUT 5.8 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0632'THE STATION AT VANCEBORO, THENCE 1.2 MILES NORTH ALONG U.S.
 EY0632'HIGHWAY 17, 44 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EY0632'11 FEET SOUTH-SOUTHWEST OF A LONE 30-INCH PINE TREE, 3 FEET
 EY0632'WEST OF THE WEST END OF A SIGN ERECTED BY THE 4-H CLUB READING
 EY0632'BEAUFORT COUNTY, 138 FEET EAST-NORTHEAST OF AND ACROSS THE
 EY0632'HIGHWAY FROM THE EAST CORNER OF A WHITE SHINGLED HOUSE, 3 FEET
 EY0632'NORTH-NORTHEAST OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 EY0632'LEVEL OF THE HIGHWAY, AND IS SET IN THE TOP OF A CONCRETE POST
 EY0632'PROJECTING 1-INCH.
 EY0632
 EY0632                          STATION RECOVERY (1979)
 EY0632
 EY0632'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0632'0.35 MILE NORTH OF JUNCTION WITH SR 1130 AND THE BEAUFORT-CRAVEN
 EY0632'COUNTY LINE AT WILMAR ON EAST SIDE OF HIGHWAY, AT A 4-H CLUBS
 EY0632'WELCOME TO BEAUFORT COUNTY SIGN, AND 2.2 MILES SOUTH OF JUNCTION
 EY0632'WITH N.C. 102, 44.3 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 2.9
 EY0632'FEET NORTHWEST OF WEST POST OF WELCOME SIGN, 9.7 FEET NORTH OF
 EY0632'6 INCH PINE WITH REFERENCE TAG AND 19.1 FEET SOUTHWEST OF 8 INCH
 EY0632'PINE WITH REFERENCE TAG.
 EY0632'THE MARK IS 0.9 FT  SE FROM A WITNESS POST.
 EY0632'THE MARK IS 1 FT ABOVE HIGHWAY.
 EY0632
 EY0632                          STATION RECOVERY (1987)
 EY0632
 EY0632'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0674 ***********************************************************************
 EY0674  DESIGNATION -  B 112
 EY0674  PID         -  EY0674
 EY0674  STATE/COUNTY-  NC/CRAVEN
 EY0674  USGS QUAD   -  NEW BERN (1994)
 EY0674
 EY0674                         *CURRENT SURVEY CONTROL
 EY0674  ___________________________________________________________________
 EY0674* NAD 83(1986)-  35 05 56.     (N)    077 06 37.     (W)     SCALED    
 EY0674* NAVD 88     -         6.069  (meters)      19.91   (feet)  ADJUSTED  
 EY0674  ___________________________________________________________________
 EY0674  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY0674  DYNAMIC HT  -           6.064 (meters)      19.89  (feet)  COMP
 EY0674  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 EY0674
 EY0674  VERT ORDER  -  FIRST     CLASS I
 EY0674
 EY0674.The horizontal coordinates were scaled from a topographic map and have
 EY0674.an estimated accuracy of +/- 6 seconds.
 EY0674
 EY0674.The orthometric height was determined by differential leveling
 EY0674.and adjusted in June 1991.
 EY0674
 EY0674.The geoid height was determined by GEOID03.
 EY0674
 EY0674.The dynamic height is computed by dividing the NAVD 88
 EY0674.geopotential number by the normal gravity value computed on the
 EY0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0674.degrees latitude (g = 980.6199 gals.).
 EY0674
 EY0674.The modeled gravity was interpolated from observed gravity values.
 EY0674
 EY0674;                    North         East    Units  Estimated Accuracy
 EY0674;SPC NC       -   151,270.      781,870.      MT  (+/- 180 meters Scaled)
 EY0674
 EY0674                          SUPERSEDED SURVEY CONTROL
 EY0674
 EY0674  NGVD 29 (??/??/92)    6.391  (m)           20.97   (f) ADJ UNCH    1 1
 EY0674
 EY0674.Superseded values are not recommended for survey control.
 EY0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0674.See file dsdata.txt to determine how the superseded data were derived.
 EY0674
 EY0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD076860(NAD 83)
 EY0674_MARKER: DB = BENCH MARK DISK
 EY0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY0674_SP_SET: 57 FEET
 EY0674_STAMPING: B 112 1963
 EY0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0674
 EY0674  HISTORY     - Date     Condition        Report By
 EY0674  HISTORY     - 1963     MONUMENTED       CGS
 EY0674
 EY0674                          STATION DESCRIPTION
 EY0674
 EY0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0674'4.2 MI SW FROM NEW BERN.
 EY0674'ABOUT 4.2 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 EY0674'FROM THE STATION AT NEW BERN, AT A DIM DIRT ROAD CROSSING,
 EY0674'DIRECTLY ACROSS THE TRACK FROM THE CRAVEN RENDERING CO. PROPERTY,
 EY0674'32 FEET SOUTH OF THE SOUTH RAIL, 12 1/2 FEET SOUTHEAST OF A
 EY0674'TELEPHONE POLE, 32 FEET WEST OF THE CENTER LINE OF THE DIM DIRT
 EY0674'ROAD LEADING SOUTHEAST, 4 FEET SOUTH OF A WOODEN WITNESS POST,
 EY0674'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A DISK ON
 EY0674'A COPPER COATED STEEL ROD FLUSH WITH THE GROUND, PROTECTED BY A
 EY0674'6-INCH TILE PROJECTING 3-INCHES, THE ROD WAS DRIVEN TO REFUSAL AT
 EY0674'A DEPTH OF 57 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0444 ***********************************************************************
 EB0444  DESIGNATION -  B 113
 EB0444  PID         -  EB0444
 EB0444  STATE/COUNTY-  NC/COLUMBUS
 EB0444  USGS QUAD   -  CHADBOURN (1986)
 EB0444
 EB0444                         *CURRENT SURVEY CONTROL
 EB0444  ___________________________________________________________________
 EB0444* NAD 83(1986)-  34 19 23.     (N)    078 47 57.     (W)     SCALED    
 EB0444* NAVD 88     -        26.467  (meters)      86.83   (feet)  POSTED    
 EB0444  ___________________________________________________________________
 EB0444  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EB0444  DYNAMIC HT  -          26.440 (meters)      86.75  (feet)  COMP
 EB0444  MODELED GRAV-     979,669.6   (mgal)                       NAVD 88
 EB0444
 EB0444  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EB0444
 EB0444.The horizontal coordinates were scaled from a topographic map and have
 EB0444.an estimated accuracy of +/- 6 seconds.
 EB0444
 EB0444.The orthometric height was determined by differential leveling
 EB0444.and adjusted by the  in 1992.
 EB0444.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EB0444.rate of 2.1 thru 3.0 mm/km.
 EB0444
 EB0444.The geoid height was determined by GEOID03.
 EB0444
 EB0444.The dynamic height is computed by dividing the NAVD 88
 EB0444.geopotential number by the normal gravity value computed on the
 EB0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0444.degrees latitude (g = 980.6199 gals.).
 EB0444
 EB0444.The modeled gravity was interpolated from observed gravity values.
 EB0444
 EB0444;                    North         East    Units  Estimated Accuracy
 EB0444;SPC NC       -    63,590.      628,090.      MT  (+/- 180 meters Scaled)
 EB0444
 EB0444                          SUPERSEDED SURVEY CONTROL
 EB0444
 EB0444  NGVD 29 (??/??/92)   26.772  (m)           87.83   (f) ADJ UNCH    1 1
 EB0444
 EB0444.Superseded values are not recommended for survey control.
 EB0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0444.See file dsdata.txt to determine how the superseded data were derived.
 EB0444
 EB0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU024001(NAD 83)
 EB0444_MARKER: DB = BENCH MARK DISK
 EB0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0444_STAMPING: B 113 1963
 EB0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0444+STABILITY: SURFACE MOTION
 EB0444
 EB0444  HISTORY     - Date     Condition        Report By
 EB0444  HISTORY     - 1963     MONUMENTED       CGS
 EB0444  HISTORY     - 1979     MARK NOT FOUND   NCGS
 EB0444
 EB0444                          STATION DESCRIPTION
 EB0444
 EB0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EB0444'1.6 MI E FROM CHADBOURN.
 EB0444'ABOUT 1.55 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0444'FROM THE STATION AT CHADBOURN, ABOUT 0.15 MILE EAST OF BLACK TOP
 EB0444'ROAD 1005 LEADING NORTH AND SOUTH, ABOUT 0.1 MILE WEST OF A SMALL
 EB0444'WOODEN TRESTLE, 24 FEET SOUTH OF SOUTH RAIL, 12 1/2 FEET NORTH
 EB0444'OF CENTER LINE OF A FARM ROAD, 3 1/2 FEET NORTH OF A TELEPHONE
 EB0444'POLE, 1.5 FEET WEST OF A CREOSOTE WITNESS POST, ABOUT LEVEL WITH
 EB0444'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EB0444
 EB0444                          STATION RECOVERY (1979)
 EB0444
 EB0444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0444'PROBABLY DESTROYED BY FARM ROAD IMPROVEMENT, NO EVIDENCE OF STATION
 EB0444'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0256 ***********************************************************************
 EB0256  DESIGNATION -  B 114
 EB0256  PID         -  EB0256
 EB0256  STATE/COUNTY-  NC/COLUMBUS
 EB0256  USGS QUAD   -  FREEMAN (1986)
 EB0256
 EB0256                         *CURRENT SURVEY CONTROL
 EB0256  ___________________________________________________________________
 EB0256* NAD 83(1986)-  34 19 01.     (N)    078 16 22.     (W)     SCALED    
 EB0256* NAVD 88     -        15.072  (meters)      49.45   (feet)  ADJUSTED  
 EB0256  ___________________________________________________________________
 EB0256  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EB0256  DYNAMIC HT  -          15.058 (meters)      49.40  (feet)  COMP
 EB0256  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EB0256
 EB0256  VERT ORDER  -  FIRST     CLASS I
 EB0256
 EB0256.The horizontal coordinates were scaled from a topographic map and have
 EB0256.an estimated accuracy of +/- 6 seconds.
 EB0256
 EB0256.The orthometric height was determined by differential leveling
 EB0256.and adjusted in June 1991.
 EB0256
 EB0256.The geoid height was determined by GEOID03.
 EB0256
 EB0256.The dynamic height is computed by dividing the NAVD 88
 EB0256.geopotential number by the normal gravity value computed on the
 EB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0256.degrees latitude (g = 980.6199 gals.).
 EB0256
 EB0256.The modeled gravity was interpolated from observed gravity values.
 EB0256
 EB0256;                    North         East    Units  Estimated Accuracy
 EB0256;SPC NC       -    63,140.      676,540.      MT  (+/- 180 meters Scaled)
 EB0256
 EB0256                          SUPERSEDED SURVEY CONTROL
 EB0256
 EB0256  NGVD 29 (10/06/93)   15.387  (m)           50.48   (f) ADJUSTED    1 1
 EB0256
 EB0256.Superseded values are not recommended for survey control.
 EB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0256.See file dsdata.txt to determine how the superseded data were derived.
 EB0256
 EB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU509006(NAD 83)
 EB0256_MARKER: DB = BENCH MARK DISK
 EB0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0256_SP_SET: CULVERT
 EB0256_STAMPING: B 114 1963
 EB0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0256
 EB0256  HISTORY     - Date     Condition        Report By
 EB0256  HISTORY     - 1963     MONUMENTED       CGS
 EB0256  HISTORY     - 1979     GOOD             NCGS
 EB0256
 EB0256                          STATION DESCRIPTION
 EB0256
 EB0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EB0256'3.2 MI W FROM DELCO.
 EB0256'ABOUT 3.25 MILES WEST ALONG U.S. HIGHWAYS 74 AND 76 FROM THE
 EB0256'ACME-DELCO SCHOOL AT DELCO, ALONG THE ATLANTIC COAST LINE
 EB0256'RAILROAD, 0.4 MILE EAST OF MILEPOST C 266, ABOUT 0.1 MILE WEST
 EB0256'OF SAND ROAD CROSSING LEADING SOUTH TO FARM HOUSE, SET ON TOP
 EB0256'OF EAST END OF SOUTH HEAD WALL FOR A 6 FOOT CONCRETE BOX CULVERT,
 EB0256'22 FEET SOUTH OF CENTER LINE OF HIGHWAY, 73.5 FEET NORTH OF
 EB0256'NORTH RAIL, 70 FEET WEST OF TELEPHONE POLE 4096, AND IS 1 1/2
 EB0256'FEET BELOW LEVEL OF HIGHWAY.
 EB0256
 EB0256                          STATION RECOVERY (1979)
 EB0256
 EB0256'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0256'0.8 MILE EAST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION
 EB0256'WITH N.C. 11 BETWEEN DELCO AND BOLTON AT FREEMAN, SET IN EAST
 EB0256'END OF SOUTH HEADWALL FOR A 6 FOOT CONCRETE BOX CULVERT, AND 0.1
 EB0256'MILE EAST OF A MEDIAN CROSSOVER TO AN OLD FRAME HOUSE, 22.0 FEET
 EB0256'SOUTH OF CENTERLINE OF EASTBOUND LANES AND 1.0 FEET WEST OF EAST
 EB0256'END OF HEADWALL.
 EB0256'THE MARK IS 1.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0512 ***********************************************************************
 EA0512  DESIGNATION -  B 115
 EA0512  PID         -  EA0512
 EA0512  STATE/COUNTY-  NC/NEW HANOVER
 EA0512  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0512
 EA0512                         *CURRENT SURVEY CONTROL
 EA0512  ___________________________________________________________________
 EA0512* NAD 83(1986)-  34 14 47.     (N)    077 52 16.     (W)     SCALED    
 EA0512* NAVD 88     -        11.476  (meters)      37.65   (feet)  ADJUSTED  
 EA0512  ___________________________________________________________________
 EA0512  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 EA0512  DYNAMIC HT  -          11.465 (meters)      37.61  (feet)  COMP
 EA0512  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 EA0512
 EA0512  VERT ORDER  -  FIRST     CLASS I
 EA0512
 EA0512.The horizontal coordinates were scaled from a topographic map and have
 EA0512.an estimated accuracy of +/- 6 seconds.
 EA0512
 EA0512.The orthometric height was determined by differential leveling
 EA0512.and adjusted in June 1991.
 EA0512
 EA0512.The geoid height was determined by GEOID03.
 EA0512
 EA0512.The dynamic height is computed by dividing the NAVD 88
 EA0512.geopotential number by the normal gravity value computed on the
 EA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0512.degrees latitude (g = 980.6199 gals.).
 EA0512
 EA0512.The modeled gravity was interpolated from observed gravity values.
 EA0512
 EA0512;                    North         East    Units  Estimated Accuracy
 EA0512;SPC NC       -    55,660.      713,590.      MT  (+/- 180 meters Scaled)
 EA0512
 EA0512                          SUPERSEDED SURVEY CONTROL
 EA0512
 EA0512  NGVD 29 (??/??/92)   11.768  (m)           38.61   (f) ADJ UNCH    1 1
 EA0512
 EA0512.Superseded values are not recommended for survey control.
 EA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0512.See file dsdata.txt to determine how the superseded data were derived.
 EA0512
 EA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC355932(NAD 83)
 EA0512_MARKER: DB = BENCH MARK DISK
 EA0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0512_SP_SET: UNDERPASS
 EA0512_STAMPING: B 115 1963
 EA0512_MARK LOGO: CGS   
 EA0512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0512+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 EA0512
 EA0512  HISTORY     - Date     Condition        Report By
 EA0512  HISTORY     - 1963     MONUMENTED       CGS
 EA0512  HISTORY     - 1979     GOOD             NCGS
 EA0512  HISTORY     - 1983     GOOD             USPSQD
 EA0512  HISTORY     - 1985     GOOD             USPSQD
 EA0512  HISTORY     - 19940224 GOOD             NCGS
 EA0512  HISTORY     - 19960711 GOOD             USPSQD
 EA0512  HISTORY     - 20040531 GOOD             USPSQD
 EA0512  HISTORY     - 20040914 GOOD             NCGS
 EA0512  HISTORY     - 20050911 GOOD             USPSQD
 EA0512  HISTORY     - 20060720 GOOD             USPSQD
 EA0512
 EA0512                          STATION DESCRIPTION
 EA0512
 EA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0512'5 MI E FROM WILMINGTON.
 EA0512'5.0 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EA0512'STATION AT WILMINGTON, AT THE UNDERPASS UNDER STATE HIGHWAY 132,
 EA0512'SET VERTICALLY IN THE WEST FACE OF MOST WESTERLY PIER OF THE
 EA0512'SECOND ROW OF PIERS SOUTH OF NORTH ABUTMENT OF UNDERPASS, 178
 EA0512'FEET EAST OF MILEPOST CB 248, 102 FEET NORTH OF CENTER LINE OF
 EA0512'U.S. HIGHWAY 17, 13 FEET SOUTH OF SOUTH RAIL, 3 FEET ABOVE
 EA0512'GROUND, AND 1 FOOT ABOVE LEVEL OF TRACK.
 EA0512
 EA0512                          STATION RECOVERY (1979)
 EA0512
 EA0512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0512'AT THE U.S. 17, U.S. 74 AND THE SEABOARD COAST LINE RAILROAD
 EA0512'UNDERPASS OF N.C. 132 EAST OF WILMINGTON, SET VERTICALLY IN THE
 EA0512'WEST FACEE OF THE MOST WESTERLY PIER OF THE SECOND ROW OF PIERS,
 EA0512'SOUTH OF NORTH ABUTMENT OF UNDERPASS, 178.0 FEET EAST OF MILEPOST
 EA0512'CB 248, 102.0 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 13.0 FEET
 EA0512'SOUTH OF SOUTH RAIL OF RAILROAD.
 EA0512'THE MARK IS 3 FT ABOVE GROUND.
 EA0512
 EA0512                          STATION RECOVERY (1983)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 1983
 EA0512'RECOVERED IN GOOD CONDITION.
 EA0512
 EA0512                          STATION RECOVERY (1985)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA0512'RECOVERED IN GOOD CONDITION.
 EA0512
 EA0512                          STATION RECOVERY (1994)
 EA0512
 EA0512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0512'RECOVERED AS DESCRIBED.
 EA0512
 EA0512                          STATION RECOVERY (1996)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0512'RECOVERED IN GOOD CONDITION.
 EA0512
 EA0512                          STATION RECOVERY (2004)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0512'RECOVERED IN GOOD CONDITION.
 EA0512
 EA0512                          STATION RECOVERY (2004)
 EA0512
 EA0512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EWB)
 EA0512'RECOVERED AS DESCRIBED.
 EA0512
 EA0512                          STATION RECOVERY (2005)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0512'RECOVERED IN GOOD CONDITION.
 EA0512
 EA0512                          STATION RECOVERY (2006)
 EA0512
 EA0512'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 EA0512'GOOD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0457 ***********************************************************************
 EA0457  DESIGNATION -  B 116
 EA0457  PID         -  EA0457
 EA0457  STATE/COUNTY-  NC/PENDER
 EA0457  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0457
 EA0457                         *CURRENT SURVEY CONTROL
 EA0457  ___________________________________________________________________
 EA0457* NAD 83(1986)-  34 27 38.     (N)    077 36 07.     (W)     SCALED    
 EA0457* NAVD 88     -        20.642  (meters)      67.72   (feet)  ADJUSTED  
 EA0457  ___________________________________________________________________
 EA0457  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA0457  DYNAMIC HT  -          20.621 (meters)      67.65  (feet)  COMP
 EA0457  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 EA0457
 EA0457  VERT ORDER  -  FIRST     CLASS I
 EA0457
 EA0457.The horizontal coordinates were scaled from a topographic map and have
 EA0457.an estimated accuracy of +/- 6 seconds.
 EA0457
 EA0457.The orthometric height was determined by differential leveling
 EA0457.and adjusted in June 1991.
 EA0457
 EA0457.The geoid height was determined by GEOID03.
 EA0457
 EA0457.The dynamic height is computed by dividing the NAVD 88
 EA0457.geopotential number by the normal gravity value computed on the
 EA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0457.degrees latitude (g = 980.6199 gals.).
 EA0457
 EA0457.The modeled gravity was interpolated from observed gravity values.
 EA0457
 EA0457;                    North         East    Units  Estimated Accuracy
 EA0457;SPC NC       -    79,730.      738,050.      MT  (+/- 180 meters Scaled)
 EA0457
 EA0457                          SUPERSEDED SURVEY CONTROL
 EA0457
 EA0457  NGVD 29 (??/??/92)   20.945  (m)           68.72   (f) ADJ UNCH    1 1
 EA0457
 EA0457.Superseded values are not recommended for survey control.
 EA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0457.See file dsdata.txt to determine how the superseded data were derived.
 EA0457
 EA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD609162(NAD 83)
 EA0457_MARKER: DB = BENCH MARK DISK
 EA0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0457_STAMPING: B 116 1963
 EA0457_MARK LOGO: CGS   
 EA0457_PROJECTION: PROJECTING 8 CENTIMETERS
 EA0457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0457+STABILITY: SURFACE MOTION
 EA0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0457+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 EA0457
 EA0457  HISTORY     - Date     Condition        Report By
 EA0457  HISTORY     - 1963     MONUMENTED       CGS
 EA0457  HISTORY     - 1978     GOOD             USE
 EA0457  HISTORY     - 1979     GOOD             NCGS
 EA0457  HISTORY     - 19990802 GOOD             NCGS
 EA0457  HISTORY     - 20050313 GOOD             USPSQD
 EA0457
 EA0457                          STATION DESCRIPTION
 EA0457
 EA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0457'3.7 MI SW FROM HOLLYRIDGE.
 EA0457'3.7 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0457'THE STATION AT HOLLYRIDGE, 0.2 MILE SOUTHWEST OF MILEPOST CB
 EA0457'270, 79 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF A
 EA0457'SAND ROAD, 70.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET
 EA0457'SOUTHWEST OF THE CENTER LINE OF THE SAND ROAD, 3 FEET SOUTHWEST
 EA0457'OF TELEPHONE POLE 1882, 1 1/2 FEET NORTHEAST OF A WOODEN WITNESS
 EA0457'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE
 EA0457'POST PROJECTING 3 INCHES.
 EA0457
 EA0457                          STATION RECOVERY (1978)
 EA0457
 EA0457'RECOVERY NOTE BY US ENGINEERS 1978
 EA0457'RECOVERED IN GOOD CONDITION.
 EA0457
 EA0457                          STATION RECOVERY (1979)
 EA0457
 EA0457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0457'3.7 MILES SOUTHWEST ALONG U.S. 17 FROM INTERSECTION WITH N.C. 50
 EA0457'IN HOLLY RIDGE, ON RIGHT ALONG A SAND ROAD ABOUT 79 FEET WEST OF
 EA0457'A RAILROAD CROSSING, ABOUT 250 FEET NORTHWEST OF AN ORTON PLANTATION
 EA0457'BILLBOARD SIGN AND 0.2 MILE SOUTHWEST OF MILEPOST CB 270, 70.0
 EA0457'FEET NORTHWEST OF NORTHWEST RAIL OF RAILROAD, 29.6 FEET SOUTHWEST
 EA0457'OF CENTERLINE OF SAND ROAD AND 29.5 FEET WEST OF A RAILROAD
 EA0457'CROSSING SIGN POST.
 EA0457'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 EA0457'THE MARK IS ABOVE LEVEL WITH TRACK.
 EA0457
 EA0457                          STATION RECOVERY (1999)
 EA0457
 EA0457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0457'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA0457'CORRECTIONS. MARK IS ABOUT 2-FT HIGHER THAN THE CENTERLINE OF A SAND
 EA0457'ROAD AND IS FLUSH WITH THE GROUND. LOCATED 61 FT (18.6 M) SOUTHWEST OF
 EA0457'A SAND ROAD, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A WOODEN WITNESS SIGN
 EA0457'POST---AND 98.4 FT (30.0 M) WEST-SOUTHWEST OF A POWER POLE (RK220),
 EA0457'74.7 FT (22.8 M) NORTHWEST OF A 6 INCH FIBER OPTIC POST---BOTH WITH
 EA0457'REFERENCES TAGS.
 EA0457
 EA0457                          STATION RECOVERY (2005)
 EA0457
 EA0457'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0479 ***********************************************************************
 EA0479  DESIGNATION -  B 117
 EA0479  PID         -  EA0479
 EA0479  STATE/COUNTY-  NC/PENDER
 EA0479  USGS QUAD   -  HAMPSTEAD (1970)
 EA0479
 EA0479                         *CURRENT SURVEY CONTROL
 EA0479  ___________________________________________________________________
 EA0479* NAD 83(1986)-  34 21 42.     (N)    077 43 02.     (W)     SCALED    
 EA0479* NAVD 88     -        14.798  (meters)      48.55   (feet)  ADJUSTED  
 EA0479  ___________________________________________________________________
 EA0479  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA0479  DYNAMIC HT  -          14.783 (meters)      48.50  (feet)  COMP
 EA0479  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 EA0479
 EA0479  VERT ORDER  -  FIRST     CLASS I
 EA0479
 EA0479.The horizontal coordinates were scaled from a topographic map and have
 EA0479.an estimated accuracy of +/- 6 seconds.
 EA0479
 EA0479.The orthometric height was determined by differential leveling
 EA0479.and adjusted in June 1991.
 EA0479
 EA0479.The geoid height was determined by GEOID03.
 EA0479
 EA0479.The dynamic height is computed by dividing the NAVD 88
 EA0479.geopotential number by the normal gravity value computed on the
 EA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0479.degrees latitude (g = 980.6199 gals.).
 EA0479
 EA0479.The modeled gravity was interpolated from observed gravity values.
 EA0479
 EA0479;                    North         East    Units  Estimated Accuracy
 EA0479;SPC NC       -    68,620.      727,600.      MT  (+/- 180 meters Scaled)
 EA0479
 EA0479                          SUPERSEDED SURVEY CONTROL
 EA0479
 EA0479  NGVD 29 (??/??/92)   15.093  (m)           49.52   (f) ADJ UNCH    1 1
 EA0479
 EA0479.Superseded values are not recommended for survey control.
 EA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0479.See file dsdata.txt to determine how the superseded data were derived.
 EA0479
 EA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD501056(NAD 83)
 EA0479_MARKER: DB = BENCH MARK DISK
 EA0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0479_SP_SET: 127 FEET
 EA0479_STAMPING: B 117 1963
 EA0479_MARK LOGO: CGS   
 EA0479_PROJECTION: PROJECTING 13 CENTIMETERS
 EA0479_MAGNETIC: I = MARKER IS A STEEL ROD
 EA0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0479+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 EA0479_ROD/PIPE-DEPTH: 38.7 meters
 EA0479
 EA0479  HISTORY     - Date     Condition        Report By
 EA0479  HISTORY     - 1963     MONUMENTED       CGS
 EA0479  HISTORY     - 1978     GOOD             USE
 EA0479  HISTORY     - 1979     GOOD             NCGS
 EA0479  HISTORY     - 1984     GOOD             USPSQD
 EA0479  HISTORY     - 1985     GOOD             USPSQD
 EA0479  HISTORY     - 19990630 GOOD             NCGS
 EA0479  HISTORY     - 20050313 GOOD             USPSQD
 EA0479  HISTORY     - 20060318 GOOD             USPSQD
 EA0479
 EA0479                          STATION DESCRIPTION
 EA0479
 EA0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0479'0.9 MI SW FROM HAMPSTEAD.
 EA0479'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE HAMPSTEAD
 EA0479'TOPSAIL SCHOOL AT HAMPSTEAD, ABOUT 0.45 MILE SOUTHWEST OF JUNCTION
 EA0479'OF STATE HIGHWAY 210 LEADING NORTHWEST, AT A ROADSIDE PARK,
 EA0479'46 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 7 1/2 FEET WEST OF
 EA0479'A 18 INCH OAK TREE, 59 FEET NORTHEAST OF A STATIONARY PICNIC
 EA0479'TABLE, 1.5 FEET NORTH OF A CREOSOTE WITNESS POST, 1 FOOT BELOW
 EA0479'LEVEL OF HIGHWAY, AND IS A DISK ON A COPPER COATED STEEL ROD
 EA0479'FLUSH AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 5 INCHES.
 EA0479'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 127 FEET.
 EA0479
 EA0479                          STATION RECOVERY (1978)
 EA0479
 EA0479'RECOVERY NOTE BY US ENGINEERS 1978
 EA0479'RECOVERED IN GOOD CONDITION.
 EA0479
 EA0479                          STATION RECOVERY (1979)
 EA0479
 EA0479'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0479'0.45 MILE SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA0479'AT HAMPSTEAD, AT THE NORTHEAST END OF A ROADSIDE PARK AND PICNIC
 EA0479'AREA AND 0.35 MILE NORTHEAST OF INTERSECTION WITH SR 1582, 46.0
 EA0479'FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 59.0 FEET NORTHEAST OF
 EA0479'EAST END OF TABLE, 20.0 FEET NORTH-NORTHEAST OF A PITCH-IN BOX
 EA0479'POST AND 5.5 FEET SOUTHWEST OF A 10 INCH OAK WITH REFERENCE TAG.
 EA0479'THE MARK IS 0.6 FT  SW FROM A WITNESS POST.
 EA0479'THE MARK IS 1 FT BELOW HIGHWAY.
 EA0479
 EA0479                          STATION RECOVERY (1984)
 EA0479
 EA0479'RECOVERY NOTE BY US POWER SQUADRON 1984
 EA0479'RECOVERED IN GOOD CONDITION.
 EA0479
 EA0479                          STATION RECOVERY (1985)
 EA0479
 EA0479'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA0479'RECOVERED IN GOOD CONDITION.
 EA0479
 EA0479                          STATION RECOVERY (1999)
 EA0479
 EA0479'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0479'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA0479'CORRECTIONS. LOCATED 23.5 FT (7.2 M) NORTHWEST OF THE BACK OF CURB OF
 EA0479'US 17, 71.9 FT (21.9 M) NORTHEAST OF A 30 INCH GUM, 84.4 FT (25.7 M)
 EA0479'SOUTHWEST OF A POWER POLE (7R373) WITH TAG. THE ROADSIDE PARK AND 10
 EA0479'INCH OAK ARE GONE.
 EA0479
 EA0479                          STATION RECOVERY (2005)
 EA0479
 EA0479'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0479'RECOVERED IN GOOD CONDITION.
 EA0479
 EA0479                          STATION RECOVERY (2006)
 EA0479
 EA0479'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0308 ***********************************************************************
 EY0308  DESIGNATION -  B 118
 EY0308  PID         -  EY0308
 EY0308  STATE/COUNTY-  NC/BEAUFORT
 EY0308  USGS QUAD   -  BUNYAN (1974)
 EY0308
 EY0308                         *CURRENT SURVEY CONTROL
 EY0308  ___________________________________________________________________
 EY0308* NAD 83(1986)-  35 32 37.     (N)    076 57 49.     (W)     SCALED    
 EY0308* NAVD 88     -        10.117  (meters)      33.19   (feet)  ADJUSTED  
 EY0308  ___________________________________________________________________
 EY0308  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY0308  DYNAMIC HT  -          10.108 (meters)      33.16  (feet)  COMP
 EY0308  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 EY0308
 EY0308  VERT ORDER  -  FIRST     CLASS I
 EY0308
 EY0308.The horizontal coordinates were scaled from a topographic map and have
 EY0308.an estimated accuracy of +/- 6 seconds.
 EY0308
 EY0308.The orthometric height was determined by differential leveling
 EY0308.and adjusted in June 1991.
 EY0308
 EY0308.The geoid height was determined by GEOID03.
 EY0308
 EY0308.The dynamic height is computed by dividing the NAVD 88
 EY0308.geopotential number by the normal gravity value computed on the
 EY0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0308.degrees latitude (g = 980.6199 gals.).
 EY0308
 EY0308.The modeled gravity was interpolated from observed gravity values.
 EY0308
 EY0308;                    North         East    Units  Estimated Accuracy
 EY0308;SPC NC       -   200,860.      794,230.      MT  (+/- 180 meters Scaled)
 EY0308
 EY0308                          SUPERSEDED SURVEY CONTROL
 EY0308
 EY0308  NGVD 29 (??/??/92)   10.439  (m)           34.25   (f) ADJ UNCH    1 1
 EY0308
 EY0308.Superseded values are not recommended for survey control.
 EY0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0308.See file dsdata.txt to determine how the superseded data were derived.
 EY0308
 EY0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE219351(NAD 83)
 EY0308_MARKER: DB = BENCH MARK DISK
 EY0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0308_STAMPING: B 118 1963
 EY0308_PROJECTION: PROJECTING 5 CENTIMETERS
 EY0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0308+STABILITY: SURFACE MOTION
 EY0308
 EY0308  HISTORY     - Date     Condition        Report By
 EY0308  HISTORY     - 1963     MONUMENTED       CGS
 EY0308  HISTORY     - 1979     GOOD             NCGS
 EY0308
 EY0308                          STATION DESCRIPTION
 EY0308
 EY0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0308'5 MI NE FROM WASHINGTON.
 EY0308'ABOUT 5.0 MILES EAST AND THEN NORTHEAST ALONG THE NORFOLK
 EY0308'SOUTHERN RAILWAY, AT THE CROSSING OF ROAD LEADING SOUTHEAST
 EY0308'AND NORTHWEST, 0.1 MILE SOUTHWEST OF MILEPOST 121, 66 FEET
 EY0308'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, ABOUT 100 YARDS
 EY0308'NORTH OF A WHITE WOODEN HOUSE OWNED BY MR. WORTHEY WOODING AT THE
 EY0308'PRESENT TIME, 41.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 56.5
 EY0308'FEET NORTHEAST OF THE CENTER LINE DRIVE LEADING SOUTHEAST TO
 EY0308'THE HOUSE, 8 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 EY0308'EAST TO A SMALL GREEN FRAME HOUSE, 2.5 FEET WEST OF A POWER POLE,
 EY0308'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IS SET IN THE TOP
 EY0308'OF A CONCRETE POST PROJECTING 2-INCHES.
 EY0308
 EY0308                          STATION RECOVERY (1979)
 EY0308
 EY0308'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0308'4.7 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17
 EY0308'IN WASHINGTON, THENCE 0.9 MILE NORTHEAST ALONG SR 1522, THENCE
 EY0308'0.2 MILE SOUTHEAST ALONG A ONE LANE GRAVEL DRIVE TO A FARM
 EY0308'RESIDENCE AND APPROXIMATELY 0.1 MILE SOUTHWEST OF MILEPOST 121,
 EY0308'41.6 FEET SOUTHEAST OF SOUTHEAST RAIL, 58.5 FEET EAST OF A
 EY0308'RAILROAD CROSSING SIGN WITH REFERENCE TAG, 73.0 FEET EAST OF THE
 EY0308'CROSSING, 2.4 FEET SOUTHWEST OF A POWER POLE WITH REFERENCE TAG
 EY0308'AND 8.0 FEET NORTH OF A DIRT DRIVE CENTERLINE.
 EY0308'THE MARK IS 2 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1580 ***********************************************************************
 EZ1580  DESIGNATION -  B 12
 EZ1580  PID         -  EZ1580
 EZ1580  STATE/COUNTY-  NC/RANDOLPH
 EZ1580  USGS QUAD   -  LIBERTY (1974)
 EZ1580
 EZ1580                         *CURRENT SURVEY CONTROL
 EZ1580  ___________________________________________________________________
 EZ1580* NAD 83(1986)-  35 47 46.     (N)    079 33 07.     (W)     SCALED    
 EZ1580* NAVD 88     -       220.851  (meters)     724.58   (feet)  ADJUSTED  
 EZ1580  ___________________________________________________________________
 EZ1580  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 EZ1580  DYNAMIC HT  -         220.665 (meters)     723.97  (feet)  COMP
 EZ1580  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 EZ1580
 EZ1580  VERT ORDER  -  FIRST     CLASS II
 EZ1580
 EZ1580.The horizontal coordinates were scaled from a topographic map and have
 EZ1580.an estimated accuracy of +/- 6 seconds.
 EZ1580
 EZ1580.The orthometric height was determined by differential leveling
 EZ1580.and adjusted in June 1991.
 EZ1580
 EZ1580.The geoid height was determined by GEOID03.
 EZ1580
 EZ1580.The dynamic height is computed by dividing the NAVD 88
 EZ1580.geopotential number by the normal gravity value computed on the
 EZ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1580.degrees latitude (g = 980.6199 gals.).
 EZ1580
 EZ1580.The modeled gravity was interpolated from observed gravity values.
 EZ1580
 EZ1580;                    North         East    Units  Estimated Accuracy
 EZ1580;SPC NC       -   227,120.      559,710.      MT  (+/- 180 meters Scaled)
 EZ1580
 EZ1580                          SUPERSEDED SURVEY CONTROL
 EZ1580
 EZ1580  NGVD 29 (??/??/92)  221.076  (m)          725.31   (f) ADJ UNCH    1 2
 EZ1580
 EZ1580.Superseded values are not recommended for survey control.
 EZ1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1580.See file dsdata.txt to determine how the superseded data were derived.
 EZ1580
 EZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV308623(NAD 83)
 EZ1580_MARKER: DB = BENCH MARK DISK
 EZ1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1580_STAMPING: EL 725.330 FT B 12 1918
 EZ1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1580+STABILITY: SURFACE MOTION
 EZ1580
 EZ1580  HISTORY     - Date     Condition        Report By
 EZ1580  HISTORY     - 1918     MONUMENTED       CGS
 EZ1580  HISTORY     - 1960     GOOD             NGS
 EZ1580  HISTORY     - 1974     MARK NOT FOUND   USGS
 EZ1580
 EZ1580                          STATION DESCRIPTION
 EZ1580
 EZ1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EZ1580'AT STALEY.
 EZ1580'AT STALEY, RANDOLPH COUNTY, 50 FEET NORTH OF THE SOUTHERN
 EZ1580'RAILWAY (FORMERLY ATLANTIC AND YADKIN RAILWAY) STATION, IN A
 EZ1580'GRASS PLOT, 25 FEET WEST OF THE TRACK, AND SET IN THE TOP OF A
 EZ1580'CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 EZ1580
 EZ1580                          STATION RECOVERY (1974)
 EZ1580
 EZ1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0493 ***********************************************************************
 FB0493  DESIGNATION -  B 122
 FB0493  PID         -  FB0493
 FB0493  STATE/COUNTY-  NC/BUNCOMBE
 FB0493  USGS QUAD   -  SKYLAND (1991)
 FB0493
 FB0493                         *CURRENT SURVEY CONTROL
 FB0493  ___________________________________________________________________
 FB0493* NAD 83(1986)-  35 26 05.     (N)    082 32 15.     (W)     SCALED    
 FB0493* NAVD 88     -       654.389  (meters)    2146.94   (feet)  ADJUSTED  
 FB0493  ___________________________________________________________________
 FB0493  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB0493  DYNAMIC HT  -         653.712 (meters)    2144.72  (feet)  COMP
 FB0493  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 FB0493
 FB0493  VERT ORDER  -  SECOND    CLASS II
 FB0493
 FB0493.This mark is at Asheville Airport (AVL)
 FB0493
 FB0493.The horizontal coordinates were scaled from a topographic map and have
 FB0493.an estimated accuracy of +/- 6 seconds.
 FB0493
 FB0493.The orthometric height was determined by differential leveling
 FB0493.and adjusted in October 2005.
 FB0493.No vertical observational check was made to the station.
 FB0493
 FB0493.The geoid height was determined by GEOID03.
 FB0493
 FB0493.The dynamic height is computed by dividing the NAVD 88
 FB0493.geopotential number by the normal gravity value computed on the
 FB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0493.degrees latitude (g = 980.6199 gals.).
 FB0493
 FB0493.The modeled gravity was interpolated from observed gravity values.
 FB0493
 FB0493;                    North         East    Units  Estimated Accuracy
 FB0493;SPC NC       -   192,610.      288,490.      MT  (+/- 180 meters Scaled)
 FB0493
 FB0493                          SUPERSEDED SURVEY CONTROL
 FB0493
 FB0493  NAVD 88 (06/15/91)  654.492  (m)         2147.28   (f) UNKNOWN     2 0
 FB0493  NGVD 29 (??/??/92)  654.493  (m)         2147.28   (f) ADJ UNCH    2 0
 FB0493
 FB0493.Superseded values are not recommended for survey control.
 FB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0493.See file dsdata.txt to determine how the superseded data were derived.
 FB0493
 FB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV604223(NAD 83)
 FB0493_MARKER: DB = BENCH MARK DISK
 FB0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0493_SP_SET: BUILDING
 FB0493_STAMPING: B 122 1962
 FB0493_MARK LOGO: CGS   
 FB0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0493
 FB0493  HISTORY     - Date     Condition        Report By
 FB0493  HISTORY     - 1962     MONUMENTED       CGS
 FB0493  HISTORY     - 1974     GOOD             NGS
 FB0493  HISTORY     - 1981     GOOD             USGS
 FB0493  HISTORY     - 20010426 GOOD             NCGS
 FB0493
 FB0493                          STATION DESCRIPTION
 FB0493
 FB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FB0493'2.6 MI W FROM FLETCHER.
 FB0493'MARK IS LOCATED ABOUT 2.6 MILES WEST OF FLETCHER, NORTH CAROLINA,
 FB0493'AT THE ASHEVILLE AIRPORT, IN THE WEST SIDE OF THE TERMINAL
 FB0493'BUILDING, NEAR THE NORTHWEST CORNER OF THE BUILDING, 3.5 FT
 FB0493'SOUTH OF THE NORTHWEST CORNER OF THE TERMINAL BUILDING, ONE FOOT
 FB0493'HIGHER THAN THE SIDEWALK, 2 FT SOUTH OF A METAL WATER HYDRANT
 FB0493'ENCLOSURE, SET VERTICAL IN A STONE OF THE WALL, A STANDARD DISK
 FB0493'STAMPED B 122 1962.
 FB0493
 FB0493                          STATION RECOVERY (1974)
 FB0493
 FB0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 FB0493'RECOVERED IN GOOD CONDITION.
 FB0493
 FB0493                          STATION RECOVERY (1981)
 FB0493
 FB0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FB0493'RECOVERED IN GOOD CONDITION.
 FB0493
 FB0493                          STATION RECOVERY (2001)
 FB0493
 FB0493'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB0493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1049 ***********************************************************************
 FZ1049  DESIGNATION -  B 123
 FZ1049  PID         -  FZ1049
 FZ1049  STATE/COUNTY-  NC/WATAUGA
 FZ1049  USGS QUAD   -  SHERWOOD (1994)
 FZ1049
 FZ1049                         *CURRENT SURVEY CONTROL
 FZ1049  ___________________________________________________________________
 FZ1049* NAD 83(1986)-  36 19 56.     (N)    081 48 59.     (W)     SCALED    
 FZ1049* NAVD 88     -       946.790  (meters)    3106.26   (feet)  ADJUSTED  
 FZ1049  ___________________________________________________________________
 FZ1049  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FZ1049  DYNAMIC HT  -         945.827 (meters)    3103.10  (feet)  COMP
 FZ1049  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 FZ1049
 FZ1049  VERT ORDER  -  SECOND    CLASS 0
 FZ1049
 FZ1049.The horizontal coordinates were scaled from a topographic map and have
 FZ1049.an estimated accuracy of +/- 6 seconds.
 FZ1049
 FZ1049.The orthometric height was determined by differential leveling
 FZ1049.and adjusted in June 1991.
 FZ1049
 FZ1049.The geoid height was determined by GEOID03.
 FZ1049
 FZ1049.The dynamic height is computed by dividing the NAVD 88
 FZ1049.geopotential number by the normal gravity value computed on the
 FZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1049.degrees latitude (g = 980.6199 gals.).
 FZ1049
 FZ1049.The modeled gravity was interpolated from observed gravity values.
 FZ1049
 FZ1049;                    North         East    Units  Estimated Accuracy
 FZ1049;SPC NC       -   290,050.      356,760.      MT  (+/- 180 meters Scaled)
 FZ1049
 FZ1049                          SUPERSEDED SURVEY CONTROL
 FZ1049
 FZ1049  NGVD 29 (??/??/92)  946.846  (m)         3106.44   (f) ADJ UNCH    2 0
 FZ1049
 FZ1049.Superseded values are not recommended for survey control.
 FZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1049.See file dsdata.txt to determine how the superseded data were derived.
 FZ1049
 FZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA267211(NAD 83)
 FZ1049_MARKER: DB = BENCH MARK DISK
 FZ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1049_STAMPING: B 123 1935
 FZ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1049+STABILITY: SURFACE MOTION
 FZ1049
 FZ1049  HISTORY     - Date     Condition        Report By
 FZ1049  HISTORY     - 1935     MONUMENTED       CGS
 FZ1049
 FZ1049                          STATION DESCRIPTION
 FZ1049
 FZ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1049'0.8 MI NE FROM REESE.
 FZ1049'0.8 MILE NORTHEAST ALONG THE BEAVERDAM ROAD FROM THE BEAVERDAM
 FZ1049'CHURCH AT REESE, WATAUGA COUNTY, 0.4 MILE NORTHEAST OF BEAVERDAM
 FZ1049'SCHOOL, ON THE CARL SWIFT PROPERTY, 0.2 MILE EAST OF A ONE-STORY
 FZ1049'FARMHOUSE AT AN OVERSHOT WATER-WHEEL AND GENERATING PLANT, 325
 FZ1049'FEET SOUTHWEST OF THE JUNCTION OF A FARM ROAD LEADING NORTH, 175
 FZ1049'FEET EAST OF A FENCE JUNCTION, ON THE SOUTHEAST SIDE OF THE ROAD,
 FZ1049'45 FEET SOUTHWEST OF A 6-INCH LEANING APPLE TREE, 15 FEET NORTH
 FZ1049'OF A 24-INCH FORKED SPRUCE TREE, AND AT THE SOUTHEAST EDGE OF A
 FZ1049'SMALL CLEARING BETWEEN THE ROAD AND BEAVERDAM CREEK.  A STANDARD
 FZ1049'DISK, STAMPED B 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0859 ***********************************************************************
 FB0859  DESIGNATION -  B 124
 FB0859  PID         -  FB0859
 FB0859  STATE/COUNTY-  NC/MADISON
 FB0859  USGS QUAD   -  SAMS GAP (1978)
 FB0859
 FB0859                         *CURRENT SURVEY CONTROL
 FB0859  ___________________________________________________________________
 FB0859* NAD 83(1986)-  35 54 12.     (N)    082 30 42.     (W)     SCALED    
 FB0859* NAVD 88     -      1001.94   (+/-2cm)    3287.2    (feet)  VERTCON   
 FB0859  ___________________________________________________________________
 FB0859  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FB0859  VERT ORDER  -  ? (See Below)
 FB0859
 FB0859.The horizontal coordinates were scaled from a topographic map and have
 FB0859.an estimated accuracy of +/- 6 seconds.
 FB0859
 FB0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0859.The vertical order pertains to the NGVD 29 superseded value.
 FB0859
 FB0859.The geoid height was determined by GEOID03.
 FB0859
 FB0859;                    North         East    Units  Estimated Accuracy
 FB0859;SPC NC       -   244,480.      292,680.      MT  (+/- 180 meters Scaled)
 FB0859
 FB0859                          SUPERSEDED SURVEY CONTROL
 FB0859
 FB0859  NGVD 29 (??/??/92) 1002.010  (m)         3287.43   (f) ADJ UNCH    ?  
 FB0859
 FB0859.Superseded values are not recommended for survey control.
 FB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0859.See file dsdata.txt to determine how the superseded data were derived.
 FB0859
 FB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV635742(NAD 83)
 FB0859_MARKER: DB = BENCH MARK DISK
 FB0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0859_STAMPING: B 124 1935
 FB0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0859+STABILITY: SURFACE MOTION
 FB0859
 FB0859  HISTORY     - Date     Condition        Report By
 FB0859  HISTORY     - 1935     MONUMENTED       CGS
 FB0859  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0859
 FB0859                          STATION DESCRIPTION
 FB0859
 FB0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0859'3.2 MI E FROM LITTLE CREEK.
 FB0859'3.2 MILES EAST ALONG STATE HIGHWAY 36 (1938 ROUTE) FROM LITTLE
 FB0859'CREEK, THENCE 0.9 MILE SOUTH ALONG THE OLD HIGHWAY THROUGH MURRAY
 FB0859'GAP, 250 FEET EAST OF THE MURRAY GAP CEMETERY, AT A HAIRPIN
 FB0859'CURVE, AT A FENCE ENCLOSING THE MRS. EULAH MURRAY PROPERTY, 30
 FB0859'FEET EAST OF THE HIGHWAY, 15 FEET WEST OF A DRAIN, 9.8 FEET NORTH
 FB0859'OF A FENCE POST WITH THE PAINTED LETTERS P.B.M., AND 7.1 FEET
 FB0859'WEST-NORTHWEST OF A FENCE POST WITH A PAINTED CROSS.  A STANDARD
 FB0859'DISK, STAMPED B 124 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0656 ***********************************************************************
 FB0656  DESIGNATION -  B 126
 FB0656  PID         -  FB0656
 FB0656  STATE/COUNTY-  NC/MADISON
 FB0656  USGS QUAD   -  SAMS GAP (1978)
 FB0656
 FB0656                         *CURRENT SURVEY CONTROL
 FB0656  ___________________________________________________________________
 FB0656* NAD 83(1986)-  35 54 54.     (N)    082 34 21.     (W)     SCALED    
 FB0656* NAVD 88     -       849.03   (+/-2cm)    2785.5    (feet)  VERTCON   
 FB0656  ___________________________________________________________________
 FB0656  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB0656  VERT ORDER  -  ? (See Below)
 FB0656
 FB0656.The horizontal coordinates were scaled from a topographic map and have
 FB0656.an estimated accuracy of +/- 6 seconds.
 FB0656
 FB0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0656.The vertical order pertains to the NGVD 29 superseded value.
 FB0656
 FB0656.The geoid height was determined by GEOID03.
 FB0656
 FB0656;                    North         East    Units  Estimated Accuracy
 FB0656;SPC NC       -   245,970.      287,240.      MT  (+/- 180 meters Scaled)
 FB0656
 FB0656                          SUPERSEDED SURVEY CONTROL
 FB0656
 FB0656  NGVD 29 (??/??/92)  849.094  (m)         2785.74   (f) ADJ UNCH    ?  
 FB0656
 FB0656.Superseded values are not recommended for survey control.
 FB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0656.See file dsdata.txt to determine how the superseded data were derived.
 FB0656
 FB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV581756(NAD 83)
 FB0656_MARKER: DB = BENCH MARK DISK
 FB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0656_STAMPING: B 126 1935
 FB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0656+STABILITY: SURFACE MOTION
 FB0656
 FB0656  HISTORY     - Date     Condition        Report By
 FB0656  HISTORY     - 1935     MONUMENTED       CGS
 FB0656  HISTORY     - 1955     GOOD             NGS
 FB0656
 FB0656                          STATION DESCRIPTION
 FB0656
 FB0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0656'1.1 MI W FROM LITTLE CREEK.
 FB0656'1.1 MILES WEST ALONG THE BIG LAUREL CREEK ROAD FROM LITTLE CREEK,
 FB0656'ON THE B.B. WHITT PROPERTY, 60 FEET SOUTHWEST OF THE HOUSE, 60
 FB0656'FEET NORTHEAST OF A LUMBER YARD, 18 FEET SOUTHWEST OF A BRANCH,
 FB0656'27 FEET SOUTHWEST OF THE ROAD, 20 FEET NORTHEAST OF BIG LAUREL
 FB0656'CREEK, 11 FEET NORTHWEST OF AN OLD ROAD, 7 FEET NORTHEAST OF THE
 FB0656'NORTHEAST CORNER OF A GARAGE, AND 7 FEET NORTH OF A 12-INCH
 FB0656'POPLAR TREE.  A STANDARD DISK, STAMPED B 126 1935 AND SET IN THE TOP
 FB0656'OF A CONCRETE POST.  NOTE-- TOP OF CONCRETE POST AND CAP WERE
 FB0656'BATTERED BUT MARKER SHOULD STILL BE GOOD.  POST AND SIGN SET AT
 FB0656'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1072 ***********************************************************************
 FB1072  DESIGNATION -  B 127
 FB1072  PID         -  FB1072
 FB1072  STATE/COUNTY-  NC/BUNCOMBE
 FB1072  USGS QUAD   -  LEICESTER (1990)
 FB1072
 FB1072                         *CURRENT SURVEY CONTROL
 FB1072  ___________________________________________________________________
 FB1072* NAD 83(1986)-  35 39 22.     (N)    082 42 46.     (W)     SCALED    
 FB1072* NAVD 88     -       647.624  (meters)    2124.75   (feet)  ADJUSTED  
 FB1072  ___________________________________________________________________
 FB1072  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 FB1072  DYNAMIC HT  -         646.966 (meters)    2122.59  (feet)  COMP
 FB1072  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 FB1072
 FB1072  VERT ORDER  -  SECOND    CLASS 0
 FB1072
 FB1072.The horizontal coordinates were scaled from a topographic map and have
 FB1072.an estimated accuracy of +/- 6 seconds.
 FB1072
 FB1072.The orthometric height was determined by differential leveling
 FB1072.and adjusted in June 1991.
 FB1072
 FB1072.The geoid height was determined by GEOID03.
 FB1072
 FB1072.The dynamic height is computed by dividing the NAVD 88
 FB1072.geopotential number by the normal gravity value computed on the
 FB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1072.degrees latitude (g = 980.6199 gals.).
 FB1072
 FB1072.The modeled gravity was interpolated from observed gravity values.
 FB1072
 FB1072;                    North         East    Units  Estimated Accuracy
 FB1072;SPC NC       -   217,730.      273,510.      MT  (+/- 180 meters Scaled)
 FB1072
 FB1072                          SUPERSEDED SURVEY CONTROL
 FB1072
 FB1072  NGVD 29 (??/??/92)  647.680  (m)         2124.93   (f) ADJ UNCH    2 0
 FB1072
 FB1072.Superseded values are not recommended for survey control.
 FB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1072.See file dsdata.txt to determine how the superseded data were derived.
 FB1072
 FB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV449471(NAD 83)
 FB1072_MARKER: DB = BENCH MARK DISK
 FB1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1072_STAMPING: B 127 1935
 FB1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1072+STABILITY: SURFACE MOTION
 FB1072
 FB1072  HISTORY     - Date     Condition        Report By
 FB1072  HISTORY     - 1935     MONUMENTED       CGS
 FB1072  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 FB1072  HISTORY     - 19990218 MARK NOT FOUND   NCGS
 FB1072
 FB1072                          STATION DESCRIPTION
 FB1072
 FB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1072'1.1 MI W FROM LEICESTER.
 FB1072'1.1 MILES WEST ALONG STATE HIGHWAY 63 FROM THE POST OFFICE AT
 FB1072'LEICESTER, 0.1 MILE EAST OF THE JUNCTION OF A ROAD LEADING
 FB1072'SOUTH TO GREEN VALLEY, ABOUT 500 FEET WEST OF THE JUNCTION OF A
 FB1072'DIRT ROAD LEADING NORTH TO A HOUSE, AT THE JUNCTION OF ANOTHER
 FB1072'DIRT ROAD LEADING NORTHWEST TO ANOTHER HOUSE, 250 FEET EAST OF
 FB1072'THE JARRETT APARTMENT HOUSE, 41 FEET NORTH OF POLE 2973, 25 FEET
 FB1072'EAST OF THE CENTERLINE OF THE ROAD NORTH, 16 FEET NORTHWEST OF
 FB1072'THE HIGHWAY, 17.7 FEET EAST OF A 10-INCH PINE TREE AT A FENCE
 FB1072'CORNER, AND 2 FEET NORTHWEST OF THE WIRE FENCE.  A STANDARD DISK,
 FB1072'STAMPED B 127 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB1072
 FB1072                          STATION RECOVERY (1984)
 FB1072
 FB1072'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB1072'PROBABLY LOST DUE TO HIGHWAY RELOCATION PROJECT.  REFERENCES WITH THE
 FB1072'DESCRIPTION ARE ALL GONE.
 FB1072
 FB1072                          STATION RECOVERY (1999)
 FB1072
 FB1072'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB1072'NOT FOUND, INADEQUATE DESCRIPTION, PROBABLY DESTROYED BY NEW
 FB1072'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0234 ***********************************************************************
 FB0234  DESIGNATION -  B 128
 FB0234  PID         -  FB0234
 FB0234  STATE/COUNTY-  NC/MCDOWELL
 FB0234  USGS QUAD   -  MARION WEST (1994)
 FB0234
 FB0234                         *CURRENT SURVEY CONTROL
 FB0234  ___________________________________________________________________
 FB0234* NAD 83(1986)-  35 42 21.     (N)    082 04 12.     (W)     SCALED    
 FB0234* NAVD 88     -       397.087  (meters)    1302.78   (feet)  ADJUSTED  
 FB0234  ___________________________________________________________________
 FB0234  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FB0234  DYNAMIC HT  -         396.687 (meters)    1301.46  (feet)  COMP
 FB0234  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 FB0234
 FB0234  VERT ORDER  -  SECOND    CLASS 0
 FB0234
 FB0234.The horizontal coordinates were scaled from a topographic map and have
 FB0234.an estimated accuracy of +/- 6 seconds.
 FB0234
 FB0234.The orthometric height was determined by differential leveling
 FB0234.and adjusted in June 1991.
 FB0234
 FB0234.The geoid height was determined by GEOID03.
 FB0234
 FB0234.The dynamic height is computed by dividing the NAVD 88
 FB0234.geopotential number by the normal gravity value computed on the
 FB0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0234.degrees latitude (g = 980.6199 gals.).
 FB0234
 FB0234.The modeled gravity was interpolated from observed gravity values.
 FB0234
 FB0234;                    North         East    Units  Estimated Accuracy
 FB0234;SPC NC       -   221,260.      331,850.      MT  (+/- 180 meters Scaled)
 FB0234
 FB0234                          SUPERSEDED SURVEY CONTROL
 FB0234
 FB0234  NGVD 29 (??/??/92)  397.152  (m)         1302.99   (f) ADJ UNCH    2 0
 FB0234
 FB0234.Superseded values are not recommended for survey control.
 FB0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0234.See file dsdata.txt to determine how the superseded data were derived.
 FB0234
 FB0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV032518(NAD 83)
 FB0234_MARKER: DB = BENCH MARK DISK
 FB0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0234_STAMPING: B 128 1935
 FB0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0234+STABILITY: SURFACE MOTION
 FB0234
 FB0234  HISTORY     - Date     Condition        Report By
 FB0234  HISTORY     - 1935     MONUMENTED       CGS
 FB0234  HISTORY     - 1958     MARK NOT FOUND   USGS
 FB0234
 FB0234                          STATION DESCRIPTION
 FB0234
 FB0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0234'4.2 MI NW FROM MARION.
 FB0234'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 70 AND 64 FROM THE
 FB0234'COUNTY COURTHOUSE AT MARION, MC DOWELL COUNTY, THENCE ABOUT 1.1
 FB0234'MILES NORTHWEST ALONG STATE HIGHWAY 80, ABOUT 0.1 MILE NORTH OF
 FB0234'THE H.A. GIBBS RESIDENCE, ABOUT 35 YARDS SOUTH OF THE MIDDLE OF A
 FB0234'ROCK CUT, 33 FEET NORTHEAST OF A 5-INCH APPLE TREE, 28 FEET
 FB0234'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 FB0234'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 128 1935 AND SET
 FB0234'IN THE TOP OF A CONCRETE POST.
 FB0234
 FB0234                          STATION RECOVERY (1958)
 FB0234
 FB0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FB0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0268 ***********************************************************************
 FB0268  DESIGNATION -  B 129
 FB0268  PID         -  FB0268
 FB0268  STATE/COUNTY-  NC/MCDOWELL
 FB0268  USGS QUAD   -  OLD FORT (1994)
 FB0268
 FB0268                         *CURRENT SURVEY CONTROL
 FB0268  ___________________________________________________________________
 FB0268* NAD 83(1986)-  35 39 27.     (N)    082 10 48.     (W)     SCALED    
 FB0268* NAVD 88     -       468.902  (meters)    1538.39   (feet)  ADJUSTED  
 FB0268  ___________________________________________________________________
 FB0268  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FB0268  DYNAMIC HT  -         468.425 (meters)    1536.82  (feet)  COMP
 FB0268  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 FB0268
 FB0268  VERT ORDER  -  SECOND    CLASS 0
 FB0268
 FB0268.The horizontal coordinates were scaled from a topographic map and have
 FB0268.an estimated accuracy of +/- 6 seconds.
 FB0268
 FB0268.The orthometric height was determined by differential leveling
 FB0268.and adjusted in June 1991.
 FB0268
 FB0268.The geoid height was determined by GEOID03.
 FB0268
 FB0268.The dynamic height is computed by dividing the NAVD 88
 FB0268.geopotential number by the normal gravity value computed on the
 FB0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0268.degrees latitude (g = 980.6199 gals.).
 FB0268
 FB0268.The modeled gravity was interpolated from observed gravity values.
 FB0268
 FB0268;                    North         East    Units  Estimated Accuracy
 FB0268;SPC NC       -   216,210.      321,730.      MT  (+/- 180 meters Scaled)
 FB0268
 FB0268                          SUPERSEDED SURVEY CONTROL
 FB0268
 FB0268  NGVD 29 (??/??/92)  468.971  (m)         1538.62   (f) ADJ UNCH    2 0
 FB0268
 FB0268.Superseded values are not recommended for survey control.
 FB0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0268.See file dsdata.txt to determine how the superseded data were derived.
 FB0268
 FB0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV931466(NAD 83)
 FB0268_MARKER: DB = BENCH MARK DISK
 FB0268_SETTING: 66 = SET IN ROCK OUTCROP
 FB0268_SP_SET: GRANITE LEDGE
 FB0268_STAMPING: B 129 1935
 FB0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0268+STABILITY: POSITION/ELEVATION WELL
 FB0268
 FB0268  HISTORY     - Date     Condition        Report By
 FB0268  HISTORY     - 1935     MONUMENTED       CGS
 FB0268  HISTORY     - 1978     MARK NOT FOUND   USGS
 FB0268
 FB0268                          STATION DESCRIPTION
 FB0268
 FB0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0268'1.7 MI NE FROM OLD FORT.
 FB0268'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 70 AND 64 FROM THE
 FB0268'POST OFFICE AT OLD FORT, MC DOWELL COUNTY, THENCE ABOUT 1.7 MILES
 FB0268'NORTH ALONG CURTIS CREEK ROAD, ABOUT 2.0 MILES SOUTH OF THE
 FB0268'CONNELLY HOUSE ROAD JUNCTION, 290 YARDS SOUTH OF THE J.B. PADGETT
 FB0268'RESIDENCE, AT THE POINT WHERE CURTIS CREEK BEGINS PARALLELING
 FB0268'CURTIS CREEK ROAD, IN THE TOP OF A WHITE GRANITE LEDGE, 4 YARDS
 FB0268'WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE
 FB0268'ROAD.  A STANDARD DISK, STAMPED B 129 1935.
 FB0268
 FB0268                          STATION RECOVERY (1978)
 FB0268
 FB0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FB0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0973 ***********************************************************************
 FB0973  DESIGNATION -  B 130
 FB0973  PID         -  FB0973
 FB0973  STATE/COUNTY-  NC/MADISON
 FB0973  USGS QUAD   -  SPRING CREEK (1946)
 FB0973
 FB0973                         *CURRENT SURVEY CONTROL
 FB0973  ___________________________________________________________________
 FB0973* NAD 83(1986)-  35 49 51.     (N)    082 51 55.     (W)     SCALED    
 FB0973* NAVD 88     -       572.55   (+/-2cm)    1878.4    (feet)  VERTCON   
 FB0973  ___________________________________________________________________
 FB0973  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FB0973  VERT ORDER  -  ? (See Below)
 FB0973
 FB0973.The horizontal coordinates were scaled from a topographic map and have
 FB0973.an estimated accuracy of +/- 6 seconds.
 FB0973
 FB0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0973.The vertical order pertains to the NGVD 29 superseded value.
 FB0973
 FB0973.The geoid height was determined by GEOID03.
 FB0973
 FB0973;                    North         East    Units  Estimated Accuracy
 FB0973;SPC NC       -   237,630.      260,470.      MT  (+/- 180 meters Scaled)
 FB0973
 FB0973                          SUPERSEDED SURVEY CONTROL
 FB0973
 FB0973  NGVD 29 (??/??/92)  572.657  (m)         1878.79   (f) ADJ UNCH    ?  
 FB0973
 FB0973.Superseded values are not recommended for survey control.
 FB0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0973.See file dsdata.txt to determine how the superseded data were derived.
 FB0973
 FB0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV315667(NAD 83)
 FB0973_MARKER: DB = BENCH MARK DISK
 FB0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0973_STAMPING: B 130 1935
 FB0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0973+STABILITY: SURFACE MOTION
 FB0973
 FB0973  HISTORY     - Date     Condition        Report By
 FB0973  HISTORY     - 1935     MONUMENTED       CGS
 FB0973
 FB0973                          STATION DESCRIPTION
 FB0973
 FB0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0973'2.8 MI NE FROM ROARING FORK SCHOOL.
 FB0973'2.8 MILES NORTHEAST ALONG THE MEADOW FORK ROAD FROM THE JUNCTION
 FB0973'OF THE APPALACHIAN TRAIL AT ROARING FORK SCHOOL, MADISON COUNTY,
 FB0973'0.2 MILE SOUTHWEST OF THE W.J. CONNER STORE, 150 FEET SOUTH
 FB0973'OF A FENCE CORNER, ON THE PROPERTY OF HENRY PLEMMONS, 70 FEET
 FB0973'EAST OF THE ROAD, 56 FEET NORTHWEST OF AN 8-INCH APPLE TREE, 35.5
 FB0973'FEET WEST OF THE BASE OF A LEANING 6-INCH APPLE TREE, 15 FEET
 FB0973'EAST OF MEADOW FORK CREEK, 15 FEET SOUTHEAST OF THE BASE OF AN
 FB0973'OLD FOOTBRIDGE ACROSS THE CREEK, MIDWAY BETWEEN TWO UPSTREAM APPLE
 FB0973'TREES, AND IN LINE WITH A DRAIN (ACROSS THE ROAD AND THE CREEK)
 FB0973'AND THE MOST UPSTREAM APPLE TREE.  A STANDARD DISK, STAMPED B
 FB0973'130 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0750 ***********************************************************************
 FA0750  DESIGNATION -  B 131
 FA0750  PID         -  FA0750
 FA0750  STATE/COUNTY-  NC/CATAWBA
 FA0750  USGS QUAD   -  LONGVIEW (1993)
 FA0750
 FA0750                         *CURRENT SURVEY CONTROL
 FA0750  ___________________________________________________________________
 FA0750* NAD 83(1986)-  35 43 48.     (N)    081 22 35.     (W)     SCALED    
 FA0750* NAVD 88     -       343.496  (meters)    1126.95   (feet)  POSTED    
 FA0750  ___________________________________________________________________
 FA0750  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA0750  DYNAMIC HT  -         343.170 (meters)    1125.88  (feet)  COMP
 FA0750  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FA0750
 FA0750  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FA0750
 FA0750.The horizontal coordinates were scaled from a topographic map and have
 FA0750.an estimated accuracy of +/- 6 seconds.
 FA0750
 FA0750.The orthometric height was determined by differential leveling
 FA0750.and adjusted by the  in 1992.
 FA0750.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FA0750.rate of 1.1 thru 2.0 mm/km.
 FA0750
 FA0750.The geoid height was determined by GEOID03.
 FA0750
 FA0750.The dynamic height is computed by dividing the NAVD 88
 FA0750.geopotential number by the normal gravity value computed on the
 FA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0750.degrees latitude (g = 980.6199 gals.).
 FA0750
 FA0750.The modeled gravity was interpolated from observed gravity values.
 FA0750
 FA0750;                    North         East    Units  Estimated Accuracy
 FA0750;SPC NC       -   222,220.      394,650.      MT  (+/- 180 meters Scaled)
 FA0750
 FA0750                          SUPERSEDED SURVEY CONTROL
 FA0750
 FA0750  NGVD 29 (??/??/92)  343.68   (m)         1127.6    (f) COMPUTED    1 2
 FA0750
 FA0750.Superseded values are not recommended for survey control.
 FA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0750.See file dsdata.txt to determine how the superseded data were derived.
 FA0750
 FA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV659540(NAD 83)
 FA0750_MARKER: DB = BENCH MARK DISK
 FA0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0750_STAMPING: B 131 1935
 FA0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0750+STABILITY: SURFACE MOTION
 FA0750
 FA0750  HISTORY     - Date     Condition        Report By
 FA0750  HISTORY     - 1935     MONUMENTED       CGS
 FA0750  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0750  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 FA0750
 FA0750                          STATION DESCRIPTION
 FA0750
 FA0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0750'2 MI W FROM HICKORY.
 FA0750'2.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FA0750'AT HICKORY, CATAWBA COUNTY, 17-1/2 RAILS EAST OF SEMAPHORE
 FA0750'S 59.7, 70 YARDS NORTHWEST OF TWO GASOLINE-STORAGE TANKS, AT
 FA0750'A ROAD CROSSING, 18.7 FEET SOUTH OF THE SOUTH RAIL, AND 18.5
 FA0750'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 FA0750'STAMPED B 131 1935 AND SET IN THE TOP OF A CONCRETE POST
 FA0750'PROJECTING 3 INCHES ABOVE GROUND.
 FA0750
 FA0750                          STATION RECOVERY (1967)
 FA0750
 FA0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FA0750'MARK NOT FOUND.
 FA0750
 FA0750                          STATION RECOVERY (2004)
 FA0750
 FA0750'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0886 ***********************************************************************
 FB0886  DESIGNATION -  B 132
 FB0886  PID         -  FB0886
 FB0886  STATE/COUNTY-  NC/BUNCOMBE
 FB0886  USGS QUAD   -  ASHEVILLE (1991)
 FB0886
 FB0886                         *CURRENT SURVEY CONTROL
 FB0886  ___________________________________________________________________
 FB0886* NAD 83(1986)-  35 36 04.     (N)    082 36 42.     (W)     SCALED    
 FB0886* NAVD 88     -       668.41   (+/-2cm)    2192.9    (feet)  VERTCON   
 FB0886  ___________________________________________________________________
 FB0886  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB0886  VERT ORDER  -  ? (See Below)
 FB0886
 FB0886.The horizontal coordinates were scaled from a topographic map and have
 FB0886.an estimated accuracy of +/- 6 seconds.
 FB0886
 FB0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0886.The vertical order pertains to the NGVD 29 superseded value.
 FB0886
 FB0886.The geoid height was determined by GEOID03.
 FB0886
 FB0886;                    North         East    Units  Estimated Accuracy
 FB0886;SPC NC       -   211,300.      282,440.      MT  (+/- 180 meters Scaled)
 FB0886
 FB0886                          SUPERSEDED SURVEY CONTROL
 FB0886
 FB0886  NGVD 29 (??/??/92)  668.478  (m)         2193.16   (f) ADJ UNCH    ?  
 FB0886
 FB0886.Superseded values are not recommended for survey control.
 FB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0886.See file dsdata.txt to determine how the superseded data were derived.
 FB0886
 FB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV540409(NAD 83)
 FB0886_MARKER: DB = BENCH MARK DISK
 FB0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0886_STAMPING: B 132 1935
 FB0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0886+STABILITY: SURFACE MOTION
 FB0886
 FB0886  HISTORY     - Date     Condition        Report By
 FB0886  HISTORY     - 1935     MONUMENTED       CGS
 FB0886  HISTORY     - 19910617 MARK NOT FOUND   NCGS
 FB0886  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB0886
 FB0886                          STATION DESCRIPTION
 FB0886
 FB0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0886'5.3 MI SW FROM LEICESTER.
 FB0886'5.3 MILES SOUTHWEST ALONG THE NEWFOUND CREEK ROAD FROM THE
 FB0886'JUNCTION OF STATE HIGHWAY 63, 0.3 MILE NORTHWEST OF LEICESTER,
 FB0886'AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 150 FEET WEST
 FB0886'OF A BRIDGE OVER NEWFOUND CREEK, ON THE PROPERTY OF J.C. PLEMMONS,
 FB0886'47 FEET SOUTHEAST OF THE HOUSE, 38 FEET WEST OF THE GARDEN,
 FB0886'16 FEET WEST OF THE DRIVEWAY, 11.3 FEET NORTHEAST OF A POLE,
 FB0886'AND 9 FEET NORTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED
 FB0886'B 132 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0886
 FB0886                          STATION RECOVERY (1991)
 FB0886
 FB0886'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0886'MARK NOT FOUND.
 FB0886
 FB0886                          STATION RECOVERY (2004)
 FB0886
 FB0886'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1081 ***********************************************************************
 FB1081  DESIGNATION -  B 133
 FB1081  PID         -  FB1081
 FB1081  STATE/COUNTY-  NC/BUNCOMBE
 FB1081  USGS QUAD   -  SANDYMUSH (1941)
 FB1081
 FB1081                         *CURRENT SURVEY CONTROL
 FB1081  ___________________________________________________________________
 FB1081* NAD 83(1986)-  35 42 21.     (N)    082 45 00.     (W)     SCALED    
 FB1081* NAVD 88     -       617.474  (meters)    2025.83   (feet)  ADJUSTED  
 FB1081  ___________________________________________________________________
 FB1081  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 FB1081  DYNAMIC HT  -         616.849 (meters)    2023.78  (feet)  COMP
 FB1081  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 FB1081
 FB1081  VERT ORDER  -  SECOND    CLASS 0
 FB1081
 FB1081.The horizontal coordinates were scaled from a topographic map and have
 FB1081.an estimated accuracy of +/- 6 seconds.
 FB1081
 FB1081.The orthometric height was determined by differential leveling
 FB1081.and adjusted in June 1991.
 FB1081
 FB1081.The geoid height was determined by GEOID03.
 FB1081
 FB1081.The dynamic height is computed by dividing the NAVD 88
 FB1081.geopotential number by the normal gravity value computed on the
 FB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1081.degrees latitude (g = 980.6199 gals.).
 FB1081
 FB1081.The modeled gravity was interpolated from observed gravity values.
 FB1081
 FB1081;                    North         East    Units  Estimated Accuracy
 FB1081;SPC NC       -   223,370.      270,350.      MT  (+/- 180 meters Scaled)
 FB1081
 FB1081                          SUPERSEDED SURVEY CONTROL
 FB1081
 FB1081  NGVD 29 (??/??/92)  617.552  (m)         2026.09   (f) ADJ UNCH    2 0
 FB1081
 FB1081.Superseded values are not recommended for survey control.
 FB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1081.See file dsdata.txt to determine how the superseded data were derived.
 FB1081
 FB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV416527(NAD 83)
 FB1081_MARKER: DB = BENCH MARK DISK
 FB1081_SETTING: 66 = SET IN ROCK OUTCROP
 FB1081_SP_SET: ROCK OUTCROP
 FB1081_STAMPING: B 133 1935
 FB1081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB1081+STABILITY: POSITION/ELEVATION WELL
 FB1081
 FB1081  HISTORY     - Date     Condition        Report By
 FB1081  HISTORY     - 1935     MONUMENTED       CGS
 FB1081  HISTORY     - 19910312 MARK NOT FOUND   NCGS
 FB1081
 FB1081                          STATION DESCRIPTION
 FB1081
 FB1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1081'0.7 MI NE FROM CANTO.
 FB1081'IN BUNCOMBE COUNTY, 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 213
 FB1081'FROM CANTO, MADISON COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 FB1081'63, 200 FEET SOUTH OF A BRIDGE OVER SANDYMUSH CREEK, AT THE
 FB1081'BUNCOMBE-MADISON COUNTY LINE, 73 FEET WEST OF THE L.M. DAVIS
 FB1081'STORE, 50 FEET SOUTHWEST OF DAVIS BRANCH, 31.2 FEET EAST OF A
 FB1081'COW SHED, IN THE EAST CORNER OF THE COW PEN, 12 FEET SOUTHWEST
 FB1081'OF STATE HIGHWAY 63, 6 FEET SOUTHWEST OF A WIRE FENCE, AND IN
 FB1081'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED B 133 1935.
 FB1081
 FB1081                          STATION RECOVERY (1991)
 FB1081
 FB1081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1058 ***********************************************************************
 FB1058  DESIGNATION -  B 134
 FB1058  PID         -  FB1058
 FB1058  STATE/COUNTY-  NC/BUNCOMBE
 FB1058  USGS QUAD   -  WEAVERVILLE (1983)
 FB1058
 FB1058                         *CURRENT SURVEY CONTROL
 FB1058  ___________________________________________________________________
 FB1058* NAD 83(1986)-  35 41 22.     (N)    082 32 09.     (W)     SCALED    
 FB1058* NAVD 88     -       633.55   (+/-2cm)    2078.6    (feet)  VERTCON   
 FB1058  ___________________________________________________________________
 FB1058  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB1058  VERT ORDER  -  ? (See Below)
 FB1058
 FB1058.The horizontal coordinates were scaled from a topographic map and have
 FB1058.an estimated accuracy of +/- 6 seconds.
 FB1058
 FB1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1058.The vertical order pertains to the NGVD 29 superseded value.
 FB1058
 FB1058.The geoid height was determined by GEOID03.
 FB1058
 FB1058;                    North         East    Units  Estimated Accuracy
 FB1058;SPC NC       -   220,840.      289,650.      MT  (+/- 180 meters Scaled)
 FB1058
 FB1058                          SUPERSEDED SURVEY CONTROL
 FB1058
 FB1058  NGVD 29 (??/??/92)  633.622  (m)         2078.81   (f) ADJ UNCH    ?  
 FB1058
 FB1058.Superseded values are not recommended for survey control.
 FB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1058.See file dsdata.txt to determine how the superseded data were derived.
 FB1058
 FB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV610505(NAD 83)
 FB1058_MARKER: DB = BENCH MARK DISK
 FB1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1058_STAMPING: B 134 1935
 FB1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1058+STABILITY: SURFACE MOTION
 FB1058
 FB1058  HISTORY     - Date     Condition        Report By
 FB1058  HISTORY     - 1935     MONUMENTED       CGS
 FB1058  HISTORY     - 19910307 MARK NOT FOUND   NCGS
 FB1058
 FB1058                          STATION DESCRIPTION
 FB1058
 FB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1058'1.9 MI SE FROM WEAVERVILLE.
 FB1058'1.9 MILES SOUTHEAST ALONG THE REEMS CREEK ROAD FROM THE CITY
 FB1058'HALL AT WEAVERVILLE, BUNCOMBE COUNTY, AT THE JUNCTION OF THE ELLER
 FB1058'COVE ROAD, 56 YARDS EAST OF A BROWN AND WHITE FRAME HOUSE, 58.8
 FB1058'FEET NORTHWEST OF A TIMBER BRIDGE OVER REEMS CREEK, 12 YARDS
 FB1058'SOUTH OF THE CENTERLINE OF THE REEMS CREEK ROAD, AND 7 YARDS WEST
 FB1058'OF THE ELLER COVE ROAD.  A STANDARD DISK, STAMPED B 134 1935 AND
 FB1058'SET IN THE TOP OF A CONCRETE POST.
 FB1058
 FB1058                          STATION RECOVERY (1991)
 FB1058
 FB1058'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0206 ***********************************************************************
 FB0206  DESIGNATION -  B 135 RESET
 FB0206  PID         -  FB0206
 FB0206  STATE/COUNTY-  NC/YANCEY
 FB0206  USGS QUAD   -  MT MITCHELL (1946)
 FB0206
 FB0206                         *CURRENT SURVEY CONTROL
 FB0206  ___________________________________________________________________
 FB0206* NAD 83(1986)-  35 48 45.     (N)    082 18 43.     (W)     SCALED    
 FB0206* NAVD 88     -       914.79   (+/-2cm)    3001.3    (feet)  VERTCON   
 FB0206  ___________________________________________________________________
 FB0206  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 FB0206  VERT ORDER  -  THIRD (See Below)
 FB0206
 FB0206.The horizontal coordinates were scaled from a topographic map and have
 FB0206.an estimated accuracy of +/- 6 seconds.
 FB0206
 FB0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0206.The vertical order pertains to the NGVD 29 superseded value.
 FB0206
 FB0206.The geoid height was determined by GEOID03.
 FB0206
 FB0206;                    North         East    Units  Estimated Accuracy
 FB0206;SPC NC       -   233,790.      310,360.      MT  (+/- 180 meters Scaled)
 FB0206
 FB0206                          SUPERSEDED SURVEY CONTROL
 FB0206
 FB0206  NGVD 29 (??/??/92)  914.806  (m)         3001.33   (f) ADJ UNCH    3 0
 FB0206
 FB0206.Superseded values are not recommended for survey control.
 FB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0206.See file dsdata.txt to determine how the superseded data were derived.
 FB0206
 FB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV814639(NAD 83)
 FB0206_MARKER: DD = SURVEY DISK
 FB0206_SETTING: 66 = SET IN ROCK OUTCROP
 FB0206_SP_SET: ROCK OUTCROP
 FB0206_STAMPING: B 135 1935 RESET 1941
 FB0206_MARK LOGO: TVA   
 FB0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0206+STABILITY: POSITION/ELEVATION WELL
 FB0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0206+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 FB0206
 FB0206  HISTORY     - Date     Condition        Report By
 FB0206  HISTORY     - 1941     MONUMENTED       TVA
 FB0206  HISTORY     - 19930914 GOOD             NCGS
 FB0206
 FB0206                          STATION DESCRIPTION
 FB0206
 FB0206'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0206'1.2 MI S FROM MURCHISON.
 FB0206'ABOUT 1.2 MILES SOUTH ALONG THE WILSON TOLL ROAD FROM THE
 FB0206'JUNCTION OF STATE HIGHWAY 197 AT MURCHISON, YANCEY COUNTY, ON
 FB0206'THE DOLPH WILSON PROPERTY, ABOUT 250 FEET NORTHEAST OF A FIELD
 FB0206'ON THE WEST SIDE OF THE ROAD, 175 FEET EAST OF CANE RIVER, 150
 FB0206'FEET SOUTH OF THE POINT WHERE THE ROAD BREAKS AWAY FROM THE
 FB0206'RIVER, 90 FEET EAST OF THE ROAD, 15 FEET NORTH OF A DRAIN ON A
 FB0206'HILLSIDE, 14.5 FEET NORTHEAST OF AN 8-INCH POPLAR TREE, 3.4 FEET
 FB0206'EAST OF A 4-INCH POPLAR TREE AND IN A ROCK OUTCROP.  A TENNESSEE
 FB0206'VALLEY AUTHORITY STANDARD DISK, STAMPED B 135 1935 RESET 1941.
 FB0206
 FB0206                          STATION RECOVERY (1993)
 FB0206
 FB0206'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB0206'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 71.0 FT
 FB0206'(21.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1100 (EWART WILSON
 FB0206'ROAD), 8.4 FT (2.6 M) SOUTHEAST OF A 24-INCH POPLAR, AND 45.4 FT (13.8
 FB0206'M) SOUTHEAST OF AN 18-INCH POPLAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0805 ***********************************************************************
 FB0805  DESIGNATION -  B 136
 FB0805  PID         -  FB0805
 FB0805  STATE/COUNTY-  NC/BUNCOMBE
 FB0805  USGS QUAD   -  ASHEVILLE (1991)
 FB0805
 FB0805                         *CURRENT SURVEY CONTROL
 FB0805  ___________________________________________________________________
 FB0805* NAD 83(1986)-  35 34 04.     (N)    082 32 31.     (W)     SCALED    
 FB0805* NAVD 88     -       608.241  (meters)    1995.54   (feet)  ADJUSTED  
 FB0805  ___________________________________________________________________
 FB0805  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 FB0805  DYNAMIC HT  -         607.626 (meters)    1993.52  (feet)  COMP
 FB0805  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 FB0805
 FB0805  VERT ORDER  -  FIRST     CLASS I
 FB0805
 FB0805.The horizontal coordinates were scaled from a topographic map and have
 FB0805.an estimated accuracy of +/- 6 seconds.
 FB0805
 FB0805.The orthometric height was determined by differential leveling
 FB0805.and adjusted in June 1991.
 FB0805
 FB0805.The geoid height was determined by GEOID03.
 FB0805
 FB0805.The dynamic height is computed by dividing the NAVD 88
 FB0805.geopotential number by the normal gravity value computed on the
 FB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0805.degrees latitude (g = 980.6199 gals.).
 FB0805
 FB0805.The modeled gravity was interpolated from observed gravity values.
 FB0805
 FB0805;                    North         East    Units  Estimated Accuracy
 FB0805;SPC NC       -   207,370.      288,620.      MT  (+/- 180 meters Scaled)
 FB0805
 FB0805                          SUPERSEDED SURVEY CONTROL
 FB0805
 FB0805  NGVD 29 (??/??/92)  608.340  (m)         1995.86   (f) ADJ UNCH    1 1
 FB0805
 FB0805.Superseded values are not recommended for survey control.
 FB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0805.See file dsdata.txt to determine how the superseded data were derived.
 FB0805
 FB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV602371(NAD 83)
 FB0805_MARKER: DB = BENCH MARK DISK
 FB0805_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FB0805_SP_SET: WALL
 FB0805_STAMPING: B 136 1935
 FB0805_MARK LOGO: CGS   
 FB0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0805+STABILITY: SURFACE MOTION
 FB0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0805+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1998
 FB0805
 FB0805  HISTORY     - Date     Condition        Report By
 FB0805  HISTORY     - 1967     MONUMENTED       CGS
 FB0805  HISTORY     - 1967     GOOD             NGS
 FB0805  HISTORY     - 19920109 GOOD             NCGS
 FB0805  HISTORY     - 19980218 GOOD             NCGS
 FB0805  HISTORY     - 20050915 GOOD             USPSQD
 FB0805
 FB0805                          STATION DESCRIPTION
 FB0805
 FB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0805'AT BILTMORE.
 FB0805'AT BILTMORE, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, SET
 FB0805'VERTICALLY IN THE NORTH FACE OF THE STONE COPING ON THE BRICK
 FB0805'PORTION OF THE NORTH WALL OF THE RAILROAD STATION, 2.2 FEET WEST
 FB0805'OF THE NORTHEAST CORNER OF THE STATION, 0.1 MILE EAST OF MILEPOST
 FB0805'139, 12 FEET SOUTH OF THE SOUTH RAIL OF THE MOST SOUTHERLY OF A
 FB0805'GROUP OF TRACKS, AND ABOUT 2 FEET ABOVE A CONCRETE PLATFORM.
 FB0805
 FB0805                          STATION RECOVERY (1992)
 FB0805
 FB0805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0805'RECOVERED IN GOOD CONDITION.  RAILWAY STATION IS NOW DEPOT
 FB0805'RESTAURANT.
 FB0805
 FB0805                          STATION RECOVERY (1998)
 FB0805
 FB0805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB0805'RECOVERED AS DESCRIBED.
 FB0805
 FB0805                          STATION RECOVERY (2005)
 FB0805
 FB0805'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0894 ***********************************************************************
 FB0894  DESIGNATION -  B 137
 FB0894  PID         -  FB0894
 FB0894  STATE/COUNTY-  NC/MADISON
 FB0894  USGS QUAD   -  MARS HILL (1990)
 FB0894
 FB0894                         *CURRENT SURVEY CONTROL
 FB0894  ___________________________________________________________________
 FB0894* NAD 83(1986)-  35 50 33.     (N)    082 32 09.     (W)     SCALED    
 FB0894* NAVD 88     -       745.67   (+/-2cm)    2446.4    (feet)  VERTCON   
 FB0894  ___________________________________________________________________
 FB0894  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FB0894  VERT ORDER  -  ? (See Below)
 FB0894
 FB0894.The horizontal coordinates were scaled from a topographic map and have
 FB0894.an estimated accuracy of +/- 6 seconds.
 FB0894
 FB0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0894.The vertical order pertains to the NGVD 29 superseded value.
 FB0894
 FB0894.The geoid height was determined by GEOID03.
 FB0894
 FB0894;                    North         East    Units  Estimated Accuracy
 FB0894;SPC NC       -   237,810.      290,260.      MT  (+/- 180 meters Scaled)
 FB0894
 FB0894                          SUPERSEDED SURVEY CONTROL
 FB0894
 FB0894  NGVD 29 (??/??/92)  745.757  (m)         2446.70   (f) ADJ UNCH    ?  
 FB0894
 FB0894.Superseded values are not recommended for survey control.
 FB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0894.See file dsdata.txt to determine how the superseded data were derived.
 FB0894
 FB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV612675(NAD 83)
 FB0894_MARKER: DB = BENCH MARK DISK
 FB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0894_STAMPING: B 137 1935
 FB0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0894+STABILITY: SURFACE MOTION
 FB0894
 FB0894  HISTORY     - Date     Condition        Report By
 FB0894  HISTORY     - 1935     MONUMENTED       CGS
 FB0894  HISTORY     - 1955     MARK NOT FOUND   NGS
 FB0894
 FB0894                          STATION DESCRIPTION
 FB0894
 FB0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0894'1.5 MI NE FROM MARS HILL.
 FB0894'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 213 AND 36A FROM THE
 FB0894'POST OFFICE AT MARS HILL, 50 FEET WEST OF A CURVE IN THE HIGHWAY,
 FB0894'ON THE DOUGLAS ROBINSON PROPERTY, 250 FEET EAST OF THE HOUSE,
 FB0894'38.9 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 FB0894'BARN, 21 FEET SOUTHWEST OF THE HIGHWAY, 14.3 FEET SOUTHWEST OF A
 FB0894'FENCE CORNER, AND 2 FEET NORTHWEST OF A WIRE FENCE.  A STANDARD
 FB0894'DISK, STAMPED B 137 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1052 ***********************************************************************
 FB1052  DESIGNATION -  B 138
 FB1052  PID         -  FB1052
 FB1052  STATE/COUNTY-  NC/BUNCOMBE
 FB1052  USGS QUAD   -  WEAVERVILLE (1983)
 FB1052
 FB1052                         *CURRENT SURVEY CONTROL
 FB1052  ___________________________________________________________________
 FB1052* NAD 83(1986)-  35 40 19.     (N)    082 34 56.     (W)     SCALED    
 FB1052* NAVD 88     -       647.931  (meters)    2125.75   (feet)  ADJUSTED  
 FB1052  ___________________________________________________________________
 FB1052  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB1052  DYNAMIC HT  -         647.277 (meters)    2123.61  (feet)  COMP
 FB1052  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 FB1052
 FB1052  VERT ORDER  -  SECOND    CLASS 0
 FB1052
 FB1052.The horizontal coordinates were scaled from a topographic map and have
 FB1052.an estimated accuracy of +/- 6 seconds.
 FB1052
 FB1052.The orthometric height was determined by differential leveling
 FB1052.and adjusted in June 1991.
 FB1052
 FB1052.The geoid height was determined by GEOID03.
 FB1052
 FB1052.The dynamic height is computed by dividing the NAVD 88
 FB1052.geopotential number by the normal gravity value computed on the
 FB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1052.degrees latitude (g = 980.6199 gals.).
 FB1052
 FB1052.The modeled gravity was interpolated from observed gravity values.
 FB1052
 FB1052;                    North         East    Units  Estimated Accuracy
 FB1052;SPC NC       -   219,050.      285,390.      MT  (+/- 180 meters Scaled)
 FB1052
 FB1052                          SUPERSEDED SURVEY CONTROL
 FB1052
 FB1052  NGVD 29 (??/??/92)  648.006  (m)         2126.00   (f) ADJ UNCH    2 0
 FB1052
 FB1052.Superseded values are not recommended for survey control.
 FB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1052.See file dsdata.txt to determine how the superseded data were derived.
 FB1052
 FB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV568487(NAD 83)
 FB1052_MARKER: DB = BENCH MARK DISK
 FB1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1052_STAMPING: B 138 1935
 FB1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1052+STABILITY: SURFACE MOTION
 FB1052
 FB1052  HISTORY     - Date     Condition        Report By
 FB1052  HISTORY     - 1935     MONUMENTED       CGS
 FB1052
 FB1052                          STATION DESCRIPTION
 FB1052
 FB1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1052'2.1 MI S FROM WEAVERVILLE.
 FB1052'2.1 MILES SOUTH ALONG U.S. HIGHWAY 19 AND 23 FROM THE CITY HALL
 FB1052'AT WEAVERVILLE, BUNCOMBE COUNTY, 0.7 MILE NORTH OF THE JUNCTION
 FB1052'WITH U.S. HIGHWAY 25 AND 70, 28 YARDS EAST OF AN OLD BRICK BUILDING,
 FB1052'17 YARDS NORTHEAST OF AN OLD BRICK CHIMNEY, 27 FEET WEST OF THE
 FB1052'CENTERLINE OF THE HIGHWAY, 24.5 FEET SOUTH OF THE CENTERLINE OF
 FB1052'A DIRT ROAD, 16.6 FEET WEST OF THE WEST EDGE OF THE PAVEMENT, AND
 FB1052'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 138
 FB1052'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 FB1052'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0208 ***********************************************************************
 FB0208  DESIGNATION -  B 139
 FB0208  PID         -  FB0208
 FB0208  STATE/COUNTY-  NC/BUNCOMBE
 FB0208  USGS QUAD   -  MONTREAT (1994)
 FB0208
 FB0208                         *CURRENT SURVEY CONTROL
 FB0208  ___________________________________________________________________
 FB0208* NAD 83(1986)-  35 37 45.     (N)    082 19 56.     (W)     SCALED    
 FB0208* NAVD 88     -       743.63   (+/-2cm)    2439.7    (feet)  VERTCON   
 FB0208  ___________________________________________________________________
 FB0208  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB0208  VERT ORDER  -  ? (See Below)
 FB0208
 FB0208.The horizontal coordinates were scaled from a topographic map and have
 FB0208.an estimated accuracy of +/- 6 seconds.
 FB0208
 FB0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0208.The vertical order pertains to the NGVD 29 superseded value.
 FB0208
 FB0208.The geoid height was determined by GEOID03.
 FB0208
 FB0208;                    North         East    Units  Estimated Accuracy
 FB0208;SPC NC       -   213,520.      307,840.      MT  (+/- 180 meters Scaled)
 FB0208
 FB0208                          SUPERSEDED SURVEY CONTROL
 FB0208
 FB0208  NGVD 29 (??/??/92)  743.681  (m)         2439.89   (f) ADJ UNCH    ?  
 FB0208
 FB0208.Superseded values are not recommended for survey control.
 FB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0208.See file dsdata.txt to determine how the superseded data were derived.
 FB0208
 FB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV793436(NAD 83)
 FB0208_MARKER: DB = BENCH MARK DISK
 FB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0208_STAMPING: B 139 1935
 FB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0208+STABILITY: SURFACE MOTION
 FB0208
 FB0208  HISTORY     - Date     Condition        Report By
 FB0208  HISTORY     - 1935     MONUMENTED       CGS
 FB0208  HISTORY     - 1941     GOOD             TVA
 FB0208  HISTORY     - 19910214 MARK NOT FOUND   NCGS
 FB0208
 FB0208                          STATION DESCRIPTION
 FB0208
 FB0208'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0208'0.7 MI NW FROM BLACK MOUNTAIN.
 FB0208'ABOUT 0.7 MILE NORTHWEST ALONG THE NORTH FORK RESERVOIR ROAD FROM
 FB0208'THE JUNCTION OF STATE HIGHWAY 9 NORTH OF BLACK MOUNTAIN, BUNCOMBE
 FB0208'COUNTY, IN A GROVE OF PINE TREES, AT THE JUNCTION OF A ROAD
 FB0208'LEADING SOUTH, 20 YARDS SOUTH OF THE CENTER LINE OF THE MAIN
 FB0208'ROAD, 6 YARDS WEST OF THE CENTER LINE OF THE SIDE ROAD.  A
 FB0208'STANDARD DISK, STAMPED B 139 1935 AND SET IN THE TOP OF A CONCRETE
 FB0208'POST.
 FB0208
 FB0208                          STATION RECOVERY (1991)
 FB0208
 FB0208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0921 ***********************************************************************
 FB0921  DESIGNATION -  B 141
 FB0921  PID         -  FB0921
 FB0921  STATE/COUNTY-  NC/BUNCOMBE
 FB0921  USGS QUAD   -  ASHEVILLE (1991)
 FB0921
 FB0921                         *CURRENT SURVEY CONTROL
 FB0921  ___________________________________________________________________
 FB0921* NAD 83(1986)-  35 31 29.     (N)    082 34 24.     (W)     SCALED    
 FB0921* NAVD 88     -       673.60   (+/-2cm)    2210.0    (feet)  VERTCON   
 FB0921  ___________________________________________________________________
 FB0921  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB0921  VERT ORDER  -  ? (See Below)
 FB0921
 FB0921.The horizontal coordinates were scaled from a topographic map and have
 FB0921.an estimated accuracy of +/- 6 seconds.
 FB0921
 FB0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0921.The vertical order pertains to the NGVD 29 superseded value.
 FB0921
 FB0921.The geoid height was determined by GEOID03.
 FB0921
 FB0921;                    North         East    Units  Estimated Accuracy
 FB0921;SPC NC       -   202,700.      285,600.      MT  (+/- 180 meters Scaled)
 FB0921
 FB0921                          SUPERSEDED SURVEY CONTROL
 FB0921
 FB0921  NGVD 29 (??/??/92)  673.678  (m)         2210.23   (f) ADJ UNCH    ?  
 FB0921
 FB0921.Superseded values are not recommended for survey control.
 FB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0921.See file dsdata.txt to determine how the superseded data were derived.
 FB0921
 FB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV573323(NAD 83)
 FB0921_MARKER: DB = BENCH MARK DISK
 FB0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0921_STAMPING: B 141 1935
 FB0921_MARK LOGO: CGS   
 FB0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0921+STABILITY: SURFACE MOTION
 FB0921
 FB0921  HISTORY     - Date     Condition        Report By
 FB0921  HISTORY     - 1935     MONUMENTED       CGS
 FB0921  HISTORY     - 1962     GOOD             NGS
 FB0921  HISTORY     - 19910325 MARK NOT FOUND   NCGS
 FB0921  HISTORY     - 19990901 SEE DESCRIPTION  NCGS
 FB0921
 FB0921                          STATION DESCRIPTION
 FB0921
 FB0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FB0921'11.9 MI SW FROM ASHEVILLE.
 FB0921'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE
 FB0921'AT CANDLER, 2.1 MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY
 FB0921'19 (23), 125 FEET NORTH OF THE T-JUNCTION OF A ROAD LEADING
 FB0921'WEST, 140 FEET NORTHEAST OF F.D. BRENDELLS MAIL BOX, 100 FEET
 FB0921'SOUTHEAST ACROSS THE HIGHWAY FROM A ONE-STORY FRAME HOUSE ON A
 FB0921'20-FOOT ROAD BANK, 55 FEET NORTHEAST OF AN 8-INCH HICKORY TREE, 53
 FB0921'FEET SOUTHWEST OF A POLE, 22.7 FEET EAST OF THE CENTERLINE OF
 FB0921'THE HIGHWAY, AND 12.5 FEET SOUTHEAST OF THE EAST EDGE OF THE
 FB0921'CONCRETE PAVEMENT.  A STANDARD DISK, STAMPED B 141 1935 AND SET
 FB0921'IN THE TOP OF A CONCRETE POST.
 FB0921
 FB0921                          STATION RECOVERY (1991)
 FB0921
 FB0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0921'MARK NOT FOUND.
 FB0921
 FB0921                          STATION RECOVERY (1999)
 FB0921
 FB0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0215 ***********************************************************************
 FB0215  DESIGNATION -  B 142
 FB0215  PID         -  FB0215
 FB0215  STATE/COUNTY-  NC/YANCEY
 FB0215  USGS QUAD   -  BALD CREEK (1990)
 FB0215
 FB0215                         *CURRENT SURVEY CONTROL
 FB0215  ___________________________________________________________________
 FB0215* NAD 83(1986)-  35 54 04.     (N)    082 23 20.     (W)     SCALED    
 FB0215* NAVD 88     -       767.82   (+/-2cm)    2519.1    (feet)  VERTCON   
 FB0215  ___________________________________________________________________
 FB0215  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB0215  VERT ORDER  -  ? (See Below)
 FB0215
 FB0215.The horizontal coordinates were scaled from a topographic map and have
 FB0215.an estimated accuracy of +/- 6 seconds.
 FB0215
 FB0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0215.The vertical order pertains to the NGVD 29 superseded value.
 FB0215
 FB0215.The geoid height was determined by GEOID03.
 FB0215
 FB0215;                    North         East    Units  Estimated Accuracy
 FB0215;SPC NC       -   243,850.      303,740.      MT  (+/- 180 meters Scaled)
 FB0215
 FB0215                          SUPERSEDED SURVEY CONTROL
 FB0215
 FB0215  NGVD 29 (??/??/92)  767.906  (m)         2519.37   (f) ADJ UNCH    ?  
 FB0215
 FB0215.Superseded values are not recommended for survey control.
 FB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0215.See file dsdata.txt to determine how the superseded data were derived.
 FB0215
 FB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV746738(NAD 83)
 FB0215_MARKER: DB = BENCH MARK DISK
 FB0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0215_STAMPING: B 142 1935
 FB0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0215+STABILITY: SURFACE MOTION
 FB0215
 FB0215  HISTORY     - Date     Condition        Report By
 FB0215  HISTORY     - 1935     MONUMENTED       CGS
 FB0215  HISTORY     - 1976     POOR             NCDOT
 FB0215
 FB0215                          STATION DESCRIPTION
 FB0215
 FB0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0215'2.5 MI E FROM BALD CREEK.
 FB0215'ABOUT 2-1/2 MILES EAST ALONG U.S. HIGHWAY 23 AND 19E FROM BALD
 FB0215'CREEK, YANCEY COUNTY, THENCE 1.0 MILE SOUTH ALONG THE PRICE
 FB0215'CREEK ROAD, 225 FEET NORTHWEST OF PRICE CREEK, 150 FEET SOUTHWEST
 FB0215'OF A T-ROAD LEADING SOUTHEAST, AT THE FOOT OF A STEEP HILL, AT
 FB0215'THE NORTHEAST CORNER OF A WOODS, 125 FEET SOUTHWEST OF A GROUP
 FB0215'OF FOUR HAYSTACKS, 35.4 FEET NORTHWEST OF A PAINTED CROSS ON A
 FB0215'FENCE, 12 FEET NORTHWEST OF THE ROAD, AND 2.2 FEET NORTHEAST OF A
 FB0215'FENCE CORNER.  A STANDARD DISK, STAMPED B 142 1935 AND SET IN THE
 FB0215'TOP OF A CONCRETE POST.
 FB0215
 FB0215                          STATION RECOVERY (1976)
 FB0215
 FB0215'RECOVERY NOTE BY 
NC DOT 1976
 FB0215'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0655 ***********************************************************************
 GA0655  DESIGNATION -  B 143
 GA0655  PID         -  GA0655
 GA0655  STATE/COUNTY-  NC/YANCEY
 GA0655  USGS QUAD   -  HUNTDALE (1939)
 GA0655
 GA0655                         *CURRENT SURVEY CONTROL
 GA0655  ___________________________________________________________________
 GA0655* NAD 83(1986)-  36 01 15.     (N)    082 20 30.     (W)     SCALED    
 GA0655* NAVD 88     -       635.89   (+/-2cm)    2086.2    (feet)  VERTCON   
 GA0655  ___________________________________________________________________
 GA0655  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 GA0655  VERT ORDER  -  ? (See Below)
 GA0655
 GA0655.The horizontal coordinates were scaled from a topographic map and have
 GA0655.an estimated accuracy of +/- 6 seconds.
 GA0655
 GA0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0655.The vertical order pertains to the NGVD 29 superseded value.
 GA0655
 GA0655.The geoid height was determined by GEOID03.
 GA0655
 GA0655;                    North         East    Units  Estimated Accuracy
 GA0655;SPC NC       -   256,980.      308,450.      MT  (+/- 180 meters Scaled)
 GA0655
 GA0655                          SUPERSEDED SURVEY CONTROL
 GA0655
 GA0655  NGVD 29 (??/??/92)  635.982  (m)         2086.55   (f) ADJ UNCH    ?  
 GA0655
 GA0655.Superseded values are not recommended for survey control.
 GA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0655.See file dsdata.txt to determine how the superseded data were derived.
 GA0655
 GA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV791870(NAD 83)
 GA0655_MARKER: DB = BENCH MARK DISK
 GA0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0655_STAMPING: B 143 1935
 GA0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA0655+STABILITY: SURFACE MOTION
 GA0655
 GA0655  HISTORY     - Date     Condition        Report By
 GA0655  HISTORY     - 1935     MONUMENTED       CGS
 GA0655  HISTORY     - 1938     GOOD             TVA
 GA0655
 GA0655                          STATION DESCRIPTION
 GA0655
 GA0655'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0655'3.1 MI SW FROM HUNTDALE.
 GA0655'IN YANCEY COUNTY, 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 26
 GA0655'FROM HUNTDALE, MITCHELL COUNTY, 1.0 MILE NORTHEAST OF THE
 GA0655'INTERSECTION OF U.S. HIGHWAY 19W AND 23, 300 FEET SOUTHEAST OF
 GA0655'THE D.E. BRYANT HOUSE, 150 FEET SOUTH OF A BARN, 200 FEET SOUTHWEST
 GA0655'OF CANE RIVER, 72 FEET NORTH OF A LARGE TABACCO BED, 9 FEET
 GA0655'SOUTHWEST OF THE HIGHWAY, AND 5 FEET NORTHWEST OF A PATH.  A
 GA0655'STANDARD DISK, STAMPED B 143 1935 AND SET IN THE TOP OF A CONCRETE
 GA0655'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0857 ***********************************************************************
 FB0857  DESIGNATION -  B 144
 FB0857  PID         -  FB0857
 FB0857  STATE/COUNTY-  NC/HAYWOOD
 FB0857  USGS QUAD   -  CLYDE (1978)
 FB0857
 FB0857                         *CURRENT SURVEY CONTROL
 FB0857  ___________________________________________________________________
 FB0857* NAD 83(1986)-  35 31 44.     (N)    082 58 24.     (W)     SCALED    
 FB0857* NAVD 88     -       787.19   (+/-2cm)    2582.6    (feet)  VERTCON   
 FB0857  ___________________________________________________________________
 FB0857  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 FB0857  VERT ORDER  -  ? (See Below)
 FB0857
 FB0857.The horizontal coordinates were scaled from a topographic map and have
 FB0857.an estimated accuracy of +/- 6 seconds.
 FB0857
 FB0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0857.The vertical order pertains to the NGVD 29 superseded value.
 FB0857
 FB0857.The geoid height was determined by GEOID03.
 FB0857
 FB0857;                    North         East    Units  Estimated Accuracy
 FB0857;SPC NC       -   204,540.      249,370.      MT  (+/- 180 meters Scaled)
 FB0857
 FB0857                          SUPERSEDED SURVEY CONTROL
 FB0857
 FB0857  NGVD 29 (??/??/92)  787.228  (m)         2582.76   (f) ADJ UNCH    ?  
 FB0857
 FB0857.Superseded values are not recommended for survey control.
 FB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0857.See file dsdata.txt to determine how the superseded data were derived.
 FB0857
 FB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV210334(NAD 83)
 FB0857_MARKER: DB = BENCH MARK DISK
 FB0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0857_STAMPING: B 144 1935
 FB0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0857+STABILITY: SURFACE MOTION
 FB0857
 FB0857  HISTORY     - Date     Condition        Report By
 FB0857  HISTORY     - 1935     MONUMENTED       CGS
 FB0857
 FB0857                          STATION DESCRIPTION
 FB0857
 FB0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0857'1.1 MI NW FROM LAKE JUNALUSKA.
 FB0857'1.1 MILES NORTHWEST ALONG LAKE SHORE DRIVE FROM THE POST OFFICE
 FB0857'AT LAKE JUNALUSKA, AT THE JUNCTION OF SOULE ROAD, 117 FEET NORTH
 FB0857'OF THE NORTHEAST CORNER OF A TENNIS-COURT FENCE, ACROSS THE STREET
 FB0857'FROM THE HUNTINGDON COTTAGE (LOG), 41 FEET SOUTHWEST OF THE CORNER
 FB0857'OF A ROCK WALL, 21 FEET SOUTH OF THE STREET INTERSECTION, 9
 FB0857'FEET EAST OF A SMALL DITCH, 9.5 FEET SOUTH OF THE EAST END OF A
 FB0857'CULVERT, AND 7 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 FB0857'B 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0762 ***********************************************************************
 EY0762  DESIGNATION -  B 149
 EY0762  PID         -  EY0762
 EY0762  STATE/COUNTY-  NC/WAYNE
 EY0762  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY0762
 EY0762                         *CURRENT SURVEY CONTROL
 EY0762  ___________________________________________________________________
 EY0762* NAD 83(1986)-  35 23 19.     (N)    077 58 07.     (W)     SCALED    
 EY0762* NAVD 88     -        36.454  (meters)     119.60   (feet)  ADJUSTED  
 EY0762  ___________________________________________________________________
 EY0762  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 EY0762  DYNAMIC HT  -          36.422 (meters)     119.49  (feet)  COMP
 EY0762  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 EY0762
 EY0762  VERT ORDER  -  FIRST     CLASS II
 EY0762
 EY0762.The horizontal coordinates were scaled from a topographic map and have
 EY0762.an estimated accuracy of +/- 6 seconds.
 EY0762
 EY0762.The orthometric height was determined by differential leveling
 EY0762.and adjusted in June 1991.
 EY0762
 EY0762.The geoid height was determined by GEOID03.
 EY0762
 EY0762.The dynamic height is computed by dividing the NAVD 88
 EY0762.geopotential number by the normal gravity value computed on the
 EY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0762.degrees latitude (g = 980.6199 gals.).
 EY0762
 EY0762.The modeled gravity was interpolated from observed gravity values.
 EY0762
 EY0762;                    North         East    Units  Estimated Accuracy
 EY0762;SPC NC       -   182,260.      703,290.      MT  (+/- 180 meters Scaled)
 EY0762
 EY0762                          SUPERSEDED SURVEY CONTROL
 EY0762
 EY0762  NGVD 29 (??/??/92)   36.75   (m)          120.6    (f) COMPUTED    1 2
 EY0762
 EY0762.Superseded values are not recommended for survey control.
 EY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0762.See file dsdata.txt to determine how the superseded data were derived.
 EY0762
 EY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE303201(NAD 83)
 EY0762_MARKER: DB = BENCH MARK DISK
 EY0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0762_STAMPING: B 149 1935
 EY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0762+STABILITY: SURFACE MOTION
 EY0762
 EY0762  HISTORY     - Date     Condition        Report By
 EY0762  HISTORY     - 1935     MONUMENTED       CGS
 EY0762
 EY0762                          STATION DESCRIPTION
 EY0762
 EY0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0762'2 MI E FROM GOLDSBORO.
 EY0762'2.0 MILES EAST ALONG THE ATLANTIC AND NORTH CAROLINA RAILROAD
 EY0762'FROM GOLDSBORO, WAYNE COUNTY, OPPOSITE MILEPOST 2, 54 FEET WEST
 EY0762'OF A ROAD CROSSING, 21.9 FEET NORTH OF THE NORTH RAIL, 25 FEET
 EY0762'SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK, NEARLY
 EY0762'IN LINE WITH A ROW OF POLES, 1/2 FOOT HIGHER THAN THE TOP OF A
 EY0762'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0028 ***********************************************************************
 EZ0028  DESIGNATION -  B 150
 EZ0028  PID         -  EZ0028
 EZ0028  STATE/COUNTY-  NC/JOHNSTON
 EZ0028  USGS QUAD   -  SELMA (1988)
 EZ0028
 EZ0028                         *CURRENT SURVEY CONTROL
 EZ0028  ___________________________________________________________________
 EZ0028* NAD 83(1986)-  35 34 58.     (N)    078 21 16.     (W)     SCALED    
 EZ0028* NAVD 88     -        69.651  (meters)     228.51   (feet)  ADJUSTED  
 EZ0028  ___________________________________________________________________
 EZ0028  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EZ0028  DYNAMIC HT  -          69.589 (meters)     228.31  (feet)  COMP
 EZ0028  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 EZ0028
 EZ0028  VERT ORDER  -  FIRST     CLASS I
 EZ0028
 EZ0028.The horizontal coordinates were scaled from a topographic map and have
 EZ0028.an estimated accuracy of +/- 6 seconds.
 EZ0028
 EZ0028.The orthometric height was determined by differential leveling
 EZ0028.and adjusted in June 1991.
 EZ0028.WARNING-Repeat measurements at this control monument indicate possible
 EZ0028.vertical movement.
 EZ0028
 EZ0028.The geoid height was determined by GEOID03.
 EZ0028
 EZ0028.The dynamic height is computed by dividing the NAVD 88
 EZ0028.geopotential number by the normal gravity value computed on the
 EZ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0028.degrees latitude (g = 980.6199 gals.).
 EZ0028
 EZ0028.The modeled gravity was interpolated from observed gravity values.
 EZ0028
 EZ0028;                    North         East    Units  Estimated Accuracy
 EZ0028;SPC NC       -   203,500.      668,110.      MT  (+/- 180 meters Scaled)
 EZ0028
 EZ0028                          SUPERSEDED SURVEY CONTROL
 EZ0028
 EZ0028  NGVD 29 (??/??/92)   69.941  (m)          229.46   (f) ADJ UNCH    1 1
 EZ0028
 EZ0028.Superseded values are not recommended for survey control.
 EZ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0028.See file dsdata.txt to determine how the superseded data were derived.
 EZ0028
 EZ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV397408(NAD 83)
 EZ0028_MARKER: DB = BENCH MARK DISK
 EZ0028_SETTING: 0 = UNSPECIFIED SETTING
 EZ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0028_STAMPING: B 150 1935
 EZ0028_PROJECTION: FLUSH
 EZ0028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0028
 EZ0028  HISTORY     - Date     Condition        Report By
 EZ0028  HISTORY     - 1935     MONUMENTED       CGS
 EZ0028  HISTORY     - 1968     GOOD             NGS
 EZ0028  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0028  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ0028  HISTORY     - 20050920 MARK NOT FOUND   NCGS
 EZ0028
 EZ0028                          STATION DESCRIPTION
 EZ0028
 EZ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0028'0.4 MI E FROM WILSON MILLS.
 EZ0028'ABOUT 0.15 MILE SOUTHEAST ALONG SECONDARY ROAD 1900 FROM THE
 EZ0028'HIGH SCHOOL AT WILSON MILLS, THENCE 0.1 MILE NORTHEAST ALONG
 EZ0028'SECONDARY ROAD 1908, THENCE 0.2 MILE SOUTHEAST ALONG THE SOUTHERN
 EZ0028'RAILWAY COMPANY RAILROAD, 0.05 MILE NORTHWEST OF MILEPOST 104,
 EZ0028'28 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 44 FEET
 EZ0028'SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND SECONDARY
 EZ0028'ROAD 1909, 30 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 EZ0028'67 FEET NORTH OF A 36-INCH OAK TREE, 16 1/2 FEET NORTH OF A
 EZ0028'BLACK WALNUT TREE, 0.1 MILE SOUTHEAST OF BENCH MARK 229 (USGS),
 EZ0028'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 EZ0028'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 EZ0028
 EZ0028                          STATION RECOVERY (1978)
 EZ0028
 EZ0028'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0028'MARK NOT FOUND.
 EZ0028
 EZ0028                          STATION RECOVERY (1986)
 EZ0028
 EZ0028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0028'STATION WAS SEARCHED FOR BUT NOT FOUND.
 EZ0028
 EZ0028                          STATION RECOVERY (2005)
 EZ0028
 EZ0028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ0028'NOT FOUND, BELIEVED DESTROYED. CONCRETE BASE REMAINS FOUND AT
 EZ0028'REFERENCED SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1188 ***********************************************************************
 EZ1188  DESIGNATION -  B 152
 EZ1188  PID         -  EZ1188
 EZ1188  STATE/COUNTY-  NC/ORANGE
 EZ1188  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1188
 EZ1188                         *CURRENT SURVEY CONTROL
 EZ1188  ___________________________________________________________________
 EZ1188* NAD 83(1986)-  35 57 53.     (N)    079 04 16.     (W)     SCALED    
 EZ1188* NAVD 88     -       160.477  (meters)     526.50   (feet)  ADJUSTED  
 EZ1188  ___________________________________________________________________
 EZ1188  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EZ1188  DYNAMIC HT  -         160.346 (meters)     526.07  (feet)  COMP
 EZ1188  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 EZ1188
 EZ1188  VERT ORDER  -  FIRST     CLASS II
 EZ1188
 EZ1188.The horizontal coordinates were scaled from a topographic map and have
 EZ1188.an estimated accuracy of +/- 6 seconds.
 EZ1188
 EZ1188.The orthometric height was determined by differential leveling
 EZ1188.and adjusted in June 1991.
 EZ1188
 EZ1188.The geoid height was determined by GEOID03.
 EZ1188
 EZ1188.The dynamic height is computed by dividing the NAVD 88
 EZ1188.geopotential number by the normal gravity value computed on the
 EZ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1188.degrees latitude (g = 980.6199 gals.).
 EZ1188
 EZ1188.The modeled gravity was interpolated from observed gravity values.
 EZ1188
 EZ1188;                    North         East    Units  Estimated Accuracy
 EZ1188;SPC NC       -   245,690.      603,190.      MT  (+/- 180 meters Scaled)
 EZ1188
 EZ1188                          SUPERSEDED SURVEY CONTROL
 EZ1188
 EZ1188  NGVD 29 (??/??/92)  160.716  (m)          527.28   (f) ADJ UNCH    1 2
 EZ1188
 EZ1188.Superseded values are not recommended for survey control.
 EZ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1188.See file dsdata.txt to determine how the superseded data were derived.
 EZ1188
 EZ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV739817(NAD 83)
 EZ1188_MARKER: DB = BENCH MARK DISK
 EZ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1188_STAMPING: B 152 1935
 EZ1188_MARK LOGO: CGS   
 EZ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1188+STABILITY: SURFACE MOTION
 EZ1188
 EZ1188  HISTORY     - Date     Condition        Report By
 EZ1188  HISTORY     - 1935     MONUMENTED       CGS
 EZ1188  HISTORY     - 1977     GOOD             NCDOT
 EZ1188  HISTORY     - 20080321 MARK NOT FOUND   GEOCAC
 EZ1188
 EZ1188                          STATION DESCRIPTION
 EZ1188
 EZ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1188'4.1 MI N FROM CHAPEL HILL.
 EZ1188'4.1 MILES NORTH ALONG THE STATE UNIVERSITY RAILROAD FROM THE
 EZ1188'STATION AT CHAPEL HILL, ORANGE COUNTY, 38-1/2 RAILS NORTH OF
 EZ1188'HUTCHINS, 4-1/2 RAILS SOUTH OF MILEPOST 6, 24 FEET WEST OF THE
 EZ1188'WEST RAIL, 6 FEET SOUTH OF A POLE, AND LEVEL WITH THE TOP OF THE
 EZ1188'RAIL.  A STANDARD DISK, STAMPED B 152 1935 AND SET IN THE TOP
 EZ1188'OF A CONCRETE POST.
 EZ1188
 EZ1188                          STATION RECOVERY (1977)
 EZ1188
 EZ1188'RECOVERY NOTE BY 
NC DOT 1977
 EZ1188'POLE 6 FEET AWAY IS GONE.
 EZ1188
 EZ1188                          STATION RECOVERY (2008)
 EZ1188
 EZ1188'RECOVERY NOTE BY GEOCACHING 2008 (GIS)
 EZ1188'MARK NOT FOUND.
 EZ1188'A SEARCH WAS CONDUCTED 5 FT AROUND A POINT 24 FEET WEST OF THE TRACKS
 EZ1188'AND 45 FT SOUTH OF MILEPOST 6. THIS GENERAL AREA LIES ABOUT 1-2 FT
 EZ1188'BENEATH THE TOP OF THE RAIL, WHILE THE POST SHOULD BE LEVEL WITH THE
 EZ1188'TOP OF THE RAIL. SEARCH WAS ABANDONED AFTER SEARCHING THE GROUND
 EZ1188'SURROUNDING THE SUSPECTED AREA, BUT WITHOUT ANY DIGGING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0902 ***********************************************************************
 FY0902  DESIGNATION -  B 153
 FY0902  PID         -  FY0902
 FY0902  STATE/COUNTY-  NC/ALAMANCE
 FY0902  USGS QUAD   -  BURLINGTON (1981)
 FY0902
 FY0902                         *CURRENT SURVEY CONTROL
 FY0902  ___________________________________________________________________
 FY0902* NAD 83(1986)-  36 04 59.     (N)    079 22 59.     (W)     SCALED    
 FY0902* NAVD 88     -       176.157  (meters)     577.94   (feet)  ADJUSTED  
 FY0902  ___________________________________________________________________
 FY0902  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FY0902  DYNAMIC HT  -         176.018 (meters)     577.49  (feet)  COMP
 FY0902  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 FY0902
 FY0902  VERT ORDER  -  FIRST     CLASS II
 FY0902
 FY0902.The horizontal coordinates were scaled from a topographic map and have
 FY0902.an estimated accuracy of +/- 6 seconds.
 FY0902
 FY0902.The orthometric height was determined by differential leveling
 FY0902.and adjusted in June 1991.
 FY0902
 FY0902.The geoid height was determined by GEOID03.
 FY0902
 FY0902.The dynamic height is computed by dividing the NAVD 88
 FY0902.geopotential number by the normal gravity value computed on the
 FY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0902.degrees latitude (g = 980.6199 gals.).
 FY0902
 FY0902.The modeled gravity was interpolated from observed gravity values.
 FY0902
 FY0902;                    North         East    Units  Estimated Accuracy
 FY0902;SPC NC       -   258,880.      575,100.      MT  (+/- 180 meters Scaled)
 FY0902
 FY0902                          SUPERSEDED SURVEY CONTROL
 FY0902
 FY0902  NGVD 29 (??/??/92)  176.42   (m)          578.8    (f) COMPUTED    1 2
 FY0902
 FY0902.Superseded values are not recommended for survey control.
 FY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0902.See file dsdata.txt to determine how the superseded data were derived.
 FY0902
 FY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV455943(NAD 83)
 FY0902_MARKER: DB = BENCH MARK DISK
 FY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0902_STAMPING: B 153 1935
 FY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0902+STABILITY: SURFACE MOTION
 FY0902
 FY0902  HISTORY     - Date     Condition        Report By
 FY0902  HISTORY     - 1935     MONUMENTED       CGS
 FY0902  HISTORY     - 1967     MARK NOT FOUND   NGS
 FY0902  HISTORY     - 20040611 MARK NOT FOUND   USPSQD
 FY0902  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 FY0902
 FY0902                          STATION DESCRIPTION
 FY0902
 FY0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0902'1.1 MI W FROM HAW RIVER.
 FY0902'ON THE GOLDSBORO TO GREENSBORO BRANCH OF THE SOUTHERN RAILROAD,
 FY0902'0.3 MILE WEST AND ON OPPOSITE SIDE OF TRACK FROM MILE POST 25,
 FY0902'0.2 MILE WEST AND ON OPPOSITE SIDE OF TRACK FROM STATION 1 MILE
 FY0902'SIGN, 25 FEET NORTH OF THE NORTH RAIL, 15.5 FEET WEST OF CENTER
 FY0902'LINE OF DIRT ROAD, ON LINE WITH TELEPHONE POLES, IN SOUTHWEST
 FY0902'ANGLE OF CROSSING, 1 FOOT BELOW LEVEL OF TOP OF RAIL, ON TOP
 FY0902'OF A CONCRETE POST.  STAMPED B 153 1935.
 FY0902
 FY0902                          STATION RECOVERY (1967)
 FY0902
 FY0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY0902'MARK NOT FOUND.
 FY0902
 FY0902                          STATION RECOVERY (2004)
 FY0902
 FY0902'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY0902'MARK NOT FOUND.
 FY0902
 FY0902                          STATION RECOVERY (2005)
 FY0902
 FY0902'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1218 ***********************************************************************
 FY1218  DESIGNATION -  B 154
 FY1218  PID         -  FY1218
 FY1218  STATE/COUNTY-  NC/GUILFORD
 FY1218  USGS QUAD   -  GREENSBORO (1994)
 FY1218
 FY1218                         *CURRENT SURVEY CONTROL
 FY1218  ___________________________________________________________________
 FY1218* NAD 83(1986)-  36 03 42.     (N)    079 49 28.     (W)     SCALED    
 FY1218* NAVD 88     -       264.550  (meters)     867.94   (feet)  ADJUSTED  
 FY1218  ___________________________________________________________________
 FY1218  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY1218  DYNAMIC HT  -         264.328 (meters)     867.22  (feet)  COMP
 FY1218  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 FY1218
 FY1218  VERT ORDER  -  FIRST     CLASS I
 FY1218
 FY1218.The horizontal coordinates were scaled from a topographic map and have
 FY1218.an estimated accuracy of +/- 6 seconds.
 FY1218
 FY1218.The orthometric height was determined by differential leveling
 FY1218.and adjusted in June 1991.
 FY1218
 FY1218.The geoid height was determined by GEOID03.
 FY1218
 FY1218.The dynamic height is computed by dividing the NAVD 88
 FY1218.geopotential number by the normal gravity value computed on the
 FY1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1218.degrees latitude (g = 980.6199 gals.).
 FY1218
 FY1218.The modeled gravity was interpolated from observed gravity values.
 FY1218
 FY1218;                    North         East    Units  Estimated Accuracy
 FY1218;SPC NC       -   256,750.      535,330.      MT  (+/- 180 meters Scaled)
 FY1218
 FY1218                          SUPERSEDED SURVEY CONTROL
 FY1218
 FY1218  NGVD 29 (??/??/92)  264.779  (m)          868.70   (f) ADJ UNCH    1 1
 FY1218
 FY1218.Superseded values are not recommended for survey control.
 FY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1218.See file dsdata.txt to determine how the superseded data were derived.
 FY1218
 FY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV058914(NAD 83)
 FY1218_MARKER: DB = BENCH MARK DISK
 FY1218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FY1218_SP_SET: OVERPASS ABUTMENT
 FY1218_STAMPING: B 154 1935
 FY1218_MARK LOGO: CGS   
 FY1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1218+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 FY1218
 FY1218  HISTORY     - Date     Condition        Report By
 FY1218  HISTORY     - 1935     MONUMENTED       CGS
 FY1218  HISTORY     - 1967     GOOD             NGS
 FY1218  HISTORY     - 1983     GOOD             USPSQD
 FY1218  HISTORY     - 19940203 GOOD             NCGS
 FY1218  HISTORY     - 19950902 GOOD             USPSQD
 FY1218  HISTORY     - 20040806 GOOD             NGS
 FY1218  HISTORY     - 20060802 GOOD             USPSQD
 FY1218
 FY1218                          STATION DESCRIPTION
 FY1218
 FY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY1218'2.2 MI W FROM GREENSBORO.
 FY1218'ABOUT 2.2 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1218'FROM THE STATION AT GREENSBORO, 71 YARDS EAST OF MILEPOST
 FY1218'286, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FY1218'ABUTMENT OF THE RAILROAD OVERPASS FOR FAIRGROUND AVENUE, 22
 FY1218'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 7 1/2 FEET
 FY1218'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND ABOUT 3 FEET
 FY1218'BELOW THE LEVEL OF THE TRACK.
 FY1218
 FY1218                          STATION RECOVERY (1983)
 FY1218
 FY1218'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1218'RECOVERED IN GOOD CONDITION.
 FY1218
 FY1218                          STATION RECOVERY (1994)
 FY1218
 FY1218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (TRW)
 FY1218'RECOVERED AS DESCRIBED.
 FY1218
 FY1218                          STATION RECOVERY (1995)
 FY1218
 FY1218'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1218'RECOVERED IN GOOD CONDITION.
 FY1218
 FY1218                          STATION RECOVERY (2004)
 FY1218
 FY1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FY1218'1.1 KM SOUTHERLY ALONG EDWARD R MORROW BOULEVARD FROM THE POST OFFICE
 FY1218'IN  GREENSBORO, THENCE 3.5 KM WESTERLY ALONG EAST LEE STREET (STATE
 FY1218'HIGHWAY 6), THENCE 0.1  KM NORTHERLY ALONG CHAPMAN STREET, IN TOP OF
 FY1218'AND NEAR THE NORTH END OF THE WEST  CONCRETE ABOUTMENT OF THE NORFOLK
 FY1218'SOUTHERN RAILROAD OVERPASS OF THE STREET, 7.6 M  WEST OF THE STREET
 FY1218'CENTERLINE, 6.7 M NORTH OF THE NORTH RAIL OF THE MAIN TRACK,  4.6 M
 FY1218'ABOVE THE LEVEL OF THE STREET,  0.3 M SOUTH OF THE NORTH ABUTMENT
 FY1218'WINGWALL, AND 0.2 M  NORTH OF THE NORTH EDGE OF A GUARDRAIL.
 FY1218'NOTE--THE MARK IS ON PROPERTY OWNED BY THE  NORFOLK SOUTHERN RAILROAD.
 FY1218
 FY1218                          STATION RECOVERY (2006)
 FY1218
 FY1218'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1121 ***********************************************************************
 FY1121  DESIGNATION -  B 154 X
 FY1121  PID         -  FY1121
 FY1121  STATE/COUNTY-  NC/GUILFORD
 FY1121  USGS QUAD   -  GREENSBORO (1994)
 FY1121
 FY1121                         *CURRENT SURVEY CONTROL
 FY1121  ___________________________________________________________________
 FY1121* NAD 83(1986)-  36 03 17.     (N)    079 47 28.     (W)     SCALED    
 FY1121* NAVD 88     -       238.789  (meters)     783.43   (feet)  ADJUSTED  
 FY1121  ___________________________________________________________________
 FY1121  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FY1121  DYNAMIC HT  -         238.591 (meters)     782.78  (feet)  COMP
 FY1121  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 FY1121
 FY1121  VERT ORDER  -  FIRST     CLASS I
 FY1121
 FY1121.The horizontal coordinates were scaled from a topographic map and have
 FY1121.an estimated accuracy of +/- 6 seconds.
 FY1121
 FY1121.The orthometric height was determined by differential leveling
 FY1121.and adjusted in June 1991.
 FY1121.WARNING-Repeat measurements at this control monument indicate possible
 FY1121.vertical movement.
 FY1121
 FY1121.The geoid height was determined by GEOID03.
 FY1121
 FY1121.The dynamic height is computed by dividing the NAVD 88
 FY1121.geopotential number by the normal gravity value computed on the
 FY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1121.degrees latitude (g = 980.6199 gals.).
 FY1121
 FY1121.The modeled gravity was interpolated from observed gravity values.
 FY1121
 FY1121;                    North         East    Units  Estimated Accuracy
 FY1121;SPC NC       -   255,960.      538,320.      MT  (+/- 180 meters Scaled)
 FY1121
 FY1121                          SUPERSEDED SURVEY CONTROL
 FY1121
 FY1121  NGVD 29 (??/??/92)  239.025  (m)          784.20   (f) ADJ UNCH    1 1
 FY1121
 FY1121.Superseded values are not recommended for survey control.
 FY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1121.See file dsdata.txt to determine how the superseded data were derived.
 FY1121
 FY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV088906(NAD 83)
 FY1121_MARKER: DB = BENCH MARK DISK
 FY1121_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FY1121_SP_SET: BRIDGE RETAINING WALL
 FY1121_STAMPING: B 154 X 1935
 FY1121_MARK LOGO: CGS   
 FY1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1121
 FY1121  HISTORY     - Date     Condition        Report By
 FY1121  HISTORY     - 1935     MONUMENTED       CGS
 FY1121  HISTORY     - 1967     GOOD             NGS
 FY1121  HISTORY     - 19930405 MARK NOT FOUND   LOCENG
 FY1121  HISTORY     - 20050309 MARK NOT FOUND   USPSQD
 FY1121
 FY1121                          STATION DESCRIPTION
 FY1121
 FY1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY1121'1.1 MI S FROM GREENSBORO.
 FY1121'ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1121'FROM THE STATION AT GREENSBORO, THENCE 0.8 MILE SOUTH ALONG SOUTH
 FY1121'ELM STREET, SET IN THE TOP AND 1.1 FEET NORTHWEST OF THE SOUTHEAST
 FY1121'END OF A CONCRETE RETAINING WALL WHICH EXTENDS SOUTHEAST FROM
 FY1121'THE SOUTHEAST ABUTMENT OF THE SOUTHERN RAILWAY COMPANY OVERPASS
 FY1121'FOR SOUTH ELM STREET, 4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 FY1121'THE TRACK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 FY1121
 FY1121                          STATION RECOVERY (1993)
 FY1121
 FY1121'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (JG)
 FY1121'MARK NOT FOUND.
 FY1121
 FY1121                          STATION RECOVERY (2005)
 FY1121
 FY1121'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 FY1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0011 ***********************************************************************
 EB0011  DESIGNATION -  B 156
 EB0011  PID         -  EB0011
 EB0011  STATE/COUNTY-  NC/SAMPSON
 EB0011  USGS QUAD   -  TOMAHAWK (1986)
 EB0011
 EB0011                         *CURRENT SURVEY CONTROL
 EB0011  ___________________________________________________________________
 EB0011* NAD 83(1986)-  34 43 23.     (N)    078 20 16.     (W)     SCALED    
 EB0011* NAVD 88     -        28.520  (meters)      93.57   (feet)  ADJUSTED  
 EB0011  ___________________________________________________________________
 EB0011  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EB0011  DYNAMIC HT  -          28.493 (meters)      93.48  (feet)  COMP
 EB0011  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 EB0011
 EB0011  VERT ORDER  -  SECOND    CLASS 0
 EB0011
 EB0011.The horizontal coordinates were scaled from a topographic map and have
 EB0011.an estimated accuracy of +/- 6 seconds.
 EB0011
 EB0011.The orthometric height was determined by differential leveling
 EB0011.and adjusted in June 1991.
 EB0011
 EB0011.The geoid height was determined by GEOID03.
 EB0011
 EB0011.The dynamic height is computed by dividing the NAVD 88
 EB0011.geopotential number by the normal gravity value computed on the
 EB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0011.degrees latitude (g = 980.6199 gals.).
 EB0011
 EB0011.The modeled gravity was interpolated from observed gravity values.
 EB0011
 EB0011;                    North         East    Units  Estimated Accuracy
 EB0011;SPC NC       -   108,140.      670,250.      MT  (+/- 180 meters Scaled)
 EB0011
 EB0011                          SUPERSEDED SURVEY CONTROL
 EB0011
 EB0011  NGVD 29 (??/??/92)   28.779  (m)           94.42   (f) ADJ UNCH    2 0
 EB0011
 EB0011.Superseded values are not recommended for survey control.
 EB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0011.See file dsdata.txt to determine how the superseded data were derived.
 EB0011
 EB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU437455(NAD 83)
 EB0011_MARKER: DB = BENCH MARK DISK
 EB0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0011_SP_SET: TREE
 EB0011_STAMPING: B 156 1935
 EB0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0011
 EB0011  HISTORY     - Date     Condition        Report By
 EB0011  HISTORY     - 1935     MONUMENTED       CGS
 EB0011  HISTORY     - 19830301 MARK NOT FOUND   USGS
 EB0011
 EB0011                          STATION DESCRIPTION
 EB0011
 EB0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EB0011'1 MI NW FROM TOMAHAWK.
 EB0011'1.0 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0011'THE STATION AT TOMAHAWK, 0.2 MILE NORTHWEST OF MILEPOST W 41,
 EB0011'67 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN THE CENTER OF A
 EB0011'1-FOOT TRIANGULAR BLAZE ON THE NORTHEAST SIDE OF A 24-INCH PINE
 EB0011'TREE, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 EB0011'STAMPED B 156 1935 AND SET VERTICALLY.
 EB0011
 EB0011                          STATION RECOVERY (1983)
 EB0011
 EB0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (EJS)
 EB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0860 ***********************************************************************
 FA0860  DESIGNATION -  B 158
 FA0860  PID         -  FA0860
 FA0860  STATE/COUNTY-  NC/GASTON
 FA0860  USGS QUAD   -  GASTONIA NORTH (1993)
 FA0860
 FA0860                         *CURRENT SURVEY CONTROL
 FA0860  ___________________________________________________________________
 FA0860* NAD 83(1986)-  35 17 10.     (N)    081 11 13.     (W)     SCALED    
 FA0860* NAVD 88     -       216.944  (meters)     711.76   (feet)  ADJUSTED  
 FA0860  ___________________________________________________________________
 FA0860  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FA0860  DYNAMIC HT  -         216.736 (meters)     711.07  (feet)  COMP
 FA0860  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 FA0860
 FA0860  VERT ORDER  -  FIRST     CLASS II
 FA0860
 FA0860.The horizontal coordinates were scaled from a topographic map and have
 FA0860.an estimated accuracy of +/- 6 seconds.
 FA0860
 FA0860.The orthometric height was determined by differential leveling
 FA0860.and adjusted in June 1991.
 FA0860
 FA0860.The geoid height was determined by GEOID03.
 FA0860
 FA0860.The dynamic height is computed by dividing the NAVD 88
 FA0860.geopotential number by the normal gravity value computed on the
 FA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0860.degrees latitude (g = 980.6199 gals.).
 FA0860
 FA0860.The modeled gravity was interpolated from observed gravity values.
 FA0860
 FA0860;                    North         East    Units  Estimated Accuracy
 FA0860;SPC NC       -   172,590.      410,700.      MT  (+/- 180 meters Scaled)
 FA0860
 FA0860                          SUPERSEDED SURVEY CONTROL
 FA0860
 FA0860  NGVD 29 (??/??/92)  217.154  (m)          712.45   (f) ADJ UNCH    1 2
 FA0860
 FA0860.Superseded values are not recommended for survey control.
 FA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0860.See file dsdata.txt to determine how the superseded data were derived.
 FA0860
 FA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV830047(NAD 83)
 FA0860_MARKER: DB = BENCH MARK DISK
 FA0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0860_STAMPING: B 158 1935
 FA0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0860+STABILITY: SURFACE MOTION
 FA0860
 FA0860  HISTORY     - Date     Condition        Report By
 FA0860  HISTORY     - 1935     MONUMENTED       CGS
 FA0860  HISTORY     - 1965     MARK NOT FOUND   NGS
 FA0860  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 FA0860  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 FA0860
 FA0860                          STATION DESCRIPTION
 FA0860
 FA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0860'1.9 MI N FROM GASTONIA.
 FA0860'SET IN THE TOP OF A CONCRETE POST, 0.2 MILE SOUTH OF MILEPOST
 FA0860'47, AT A ROAD CROSSING, 50 FEET NORTH OF THE CENTER OF THE
 FA0860'ROAD, 33.3 FEET EAST OF THE EAST RAIL OF THE CAROLINA AND
 FA0860'NORTHWESTERN RAILWAY TRACKS, 6 FEET NORTH OF THE EAST END OF A
 FA0860'GATE IN A PASTURE FENCE AND 5 FEET LOWER THAN THE RAIL.  AREA
 FA0860'COVERED WITH 5 FEET OF EARTH AND MASONRY RUBBLE FILL.
 FA0860
 FA0860                          STATION RECOVERY (1999)
 FA0860
 FA0860'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0860'MARK NOT FOUND.
 FA0860
 FA0860                          STATION RECOVERY (2004)
 FA0860
 FA0860'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0711 ***********************************************************************
 FB0711  DESIGNATION -  B 159
 FB0711  PID         -  FB0711
 FB0711  STATE/COUNTY-  NC/MADISON
 FB0711  USGS QUAD   -  HOT SPRINGS (1991)
 FB0711
 FB0711                         *CURRENT SURVEY CONTROL
 FB0711  ___________________________________________________________________
 FB0711* NAD 83(1986)-  35 54 38.     (N)    082 51 03.     (W)     SCALED    
 FB0711* NAVD 88     -       400.536  (meters)    1314.09   (feet)  ADJUSTED  
 FB0711  ___________________________________________________________________
 FB0711  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FB0711  DYNAMIC HT  -         400.141 (meters)    1312.80  (feet)  COMP
 FB0711  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 FB0711
 FB0711  VERT ORDER  -  FIRST     CLASS I
 FB0711
 FB0711.The horizontal coordinates were scaled from a topographic map and have
 FB0711.an estimated accuracy of +/- 6 seconds.
 FB0711
 FB0711.The orthometric height was determined by differential leveling
 FB0711.and adjusted in June 1991.
 FB0711
 FB0711.The geoid height was determined by GEOID03.
 FB0711
 FB0711.The dynamic height is computed by dividing the NAVD 88
 FB0711.geopotential number by the normal gravity value computed on the
 FB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0711.degrees latitude (g = 980.6199 gals.).
 FB0711
 FB0711.The modeled gravity was interpolated from observed gravity values.
 FB0711
 FB0711;                    North         East    Units  Estimated Accuracy
 FB0711;SPC NC       -   246,420.      262,110.      MT  (+/- 180 meters Scaled)
 FB0711
 FB0711                          SUPERSEDED SURVEY CONTROL
 FB0711
 FB0711  NGVD 29 (??/??/92)  400.674  (m)         1314.54   (f) ADJ UNCH    1 1
 FB0711
 FB0711.Superseded values are not recommended for survey control.
 FB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0711.See file dsdata.txt to determine how the superseded data were derived.
 FB0711
 FB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV329756(NAD 83)
 FB0711_MARKER: DB = BENCH MARK DISK
 FB0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB0711_SP_SET: CULVERT
 FB0711_STAMPING: B 159 1935
 FB0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0711
 FB0711  HISTORY     - Date     Condition        Report By
 FB0711  HISTORY     - 1935     MONUMENTED       CGS
 FB0711  HISTORY     - 1967     GOOD             NGS
 FB0711
 FB0711                          STATION DESCRIPTION
 FB0711
 FB0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0711'2.1 MI NW FROM HOT SPRINGS.
 FB0711'ABOUT 2.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0711'RAILROAD FROM THE STATION AT HOT SPRINGS, 17 RAILS NORTHWEST
 FB0711'OF MILEPOST 181, 0.1 MILE NORTHWEST OF A CROSSING OF THE RAILROAD
 FB0711'AND A PRIVATE ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE
 FB0711'SOUTHWEST CONCRETE HEADWALL OF A CULVERT OVER BLOOD RIVER, 8
 FB0711'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT
 FB0711'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0372 ***********************************************************************
 FY0372  DESIGNATION -  B 160
 FY0372  PID         -  FY0372
 FY0372  STATE/COUNTY-  NC/PERSON
 FY0372  USGS QUAD   -  ROUGEMONT (1987)
 FY0372
 FY0372                         *CURRENT SURVEY CONTROL
 FY0372  ___________________________________________________________________
 FY0372* NAD 83(1986)-  36 14 57.     (N)    078 56 07.     (W)     SCALED    
 FY0372* NAVD 88     -       150.589  (meters)     494.06   (feet)  ADJUSTED  
 FY0372  ___________________________________________________________________
 FY0372  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY0372  DYNAMIC HT  -         150.468 (meters)     493.66  (feet)  COMP
 FY0372  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 FY0372
 FY0372  VERT ORDER  -  SECOND    CLASS 0
 FY0372
 FY0372.The horizontal coordinates were scaled from a topographic map and have
 FY0372.an estimated accuracy of +/- 6 seconds.
 FY0372
 FY0372.The orthometric height was determined by differential leveling
 FY0372.and adjusted in June 1991.
 FY0372
 FY0372.The geoid height was determined by GEOID03.
 FY0372
 FY0372.The dynamic height is computed by dividing the NAVD 88
 FY0372.geopotential number by the normal gravity value computed on the
 FY0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0372.degrees latitude (g = 980.6199 gals.).
 FY0372
 FY0372.The modeled gravity was interpolated from observed gravity values.
 FY0372
 FY0372;                    North         East    Units  Estimated Accuracy
 FY0372;SPC NC       -   277,250.      615,420.      MT  (+/- 180 meters Scaled)
 FY0372
 FY0372                          SUPERSEDED SURVEY CONTROL
 FY0372
 FY0372  NGVD 29 (??/??/92)  150.900  (m)          495.08   (f) ADJ UNCH    2 0
 FY0372
 FY0372.Superseded values are not recommended for survey control.
 FY0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0372.See file dsdata.txt to determine how the superseded data were derived.
 FY0372
 FY0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA855135(NAD 83)
 FY0372_MARKER: DB = BENCH MARK DISK
 FY0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FY0372_SP_SET: CULVERT
 FY0372_STAMPING: B 160 1935
 FY0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY0372
 FY0372  HISTORY     - Date     Condition        Report By
 FY0372  HISTORY     - 1935     MONUMENTED       CGS
 FY0372  HISTORY     - 1943     GOOD             NGS
 FY0372  HISTORY     - 1976     MARK NOT FOUND   NGS
 FY0372
 FY0372                          STATION DESCRIPTION
 FY0372
 FY0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0372'2.3 MI N FROM ROUGEMONT.
 FY0372'ON THE LYNCHBURG TO DURHAM BRANCH OF THE NORFOLK AND WESTERN
 FY0372'RAILROAD, 0.3 MILE SOUTH OF RAILROAD BRIDGE 851, 0.3 MILE NORTH AND
 FY0372'ON SAME SIDE OF TRACK FROM MILE POST 94, 11 1/2 RAILS NORTH OF A
 FY0372'DIRT ROAD CROSSING, 27 FEET WEST OF THE WEST RAIL, 10 FEET BELOW
 FY0372'LEVEL OF TOP OF RAIL, 8 INCHES SOUTH OF NORTH END OF CULVERT, ON
 FY0372'THE SOUTH END OF WEST CONCRETE CULVERT UNDER RAILROAD.
 FY0372
 FY0372                          STATION RECOVERY (1943)
 FY0372
 FY0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FY0372'RECOVERED IN GOOD CONDITION.
 FY0372
 FY0372                          STATION RECOVERY (1976)
 FY0372
 FY0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 FY0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0068 ***********************************************************************
 DD0068  DESIGNATION -  B 161 RESET
 DD0068  PID         -  DD0068
 DD0068  STATE/COUNTY-  NC/BRUNSWICK
 DD0068  USGS QUAD   -  SHALLOTTE (1990)
 DD0068
 DD0068                         *CURRENT SURVEY CONTROL
 DD0068  ___________________________________________________________________
 DD0068* NAD 83(2007)-  33 56 11.04782(N)    078 23 10.74533(W)     ADJUSTED  
 DD0068* NAVD 88     -        11.49   (meters)      37.7    (feet)  RESET     
 DD0068  ___________________________________________________________________
 DD0068  EPOCH DATE  -        2002.00
 DD0068  X           -   1,066,384.951 (meters)                     COMP
 DD0068  Y           -  -5,188,731.648 (meters)                     COMP
 DD0068  Z           -   3,540,582.478 (meters)                     COMP
 DD0068  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 DD0068  ELLIP HEIGHT-         -24.265 (meters)          (02/10/07) ADJUSTED
 DD0068  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 DD0068
 DD0068  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DD0068  Type    PID    Designation                      North   East  Ellip
 DD0068  -------------------------------------------------------------------
 DD0068  NETWORK DD0068 B 161 RESET                       1.12   0.96   3.23
 DD0068  -------------------------------------------------------------------
 DD0068  VERT ORDER  -  THIRD
 DD0068
 DD0068.The horizontal coordinates were established by GPS observations
 DD0068.and adjusted by the National Geodetic Survey in February 2007.
 DD0068
 DD0068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DD0068.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DD0068.The horizontal coordinates are valid at the epoch date displayed above.
 DD0068.The epoch date for horizontal control is a decimal equivalence
 DD0068.of Year/Month/Day.
 DD0068
 DD0068.The orthometric height was computed from unverified reset data.
 DD0068
 DD0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DD0068
 DD0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD0068
 DD0068.The ellipsoidal height was determined by GPS observations
 DD0068.and is referenced to NAD 83.
 DD0068
 DD0068.The geoid height was determined by GEOID03.
 DD0068
 DD0068;                    North         East     Units Scale Factor Converg.
 DD0068;SPC NC       -    20,854.601   666,345.518   MT  1.00013353   +0 21 15.1
 DD0068;SPC NC       -    68,420.47  2,186,168.59   sFT  1.00013353   +0 21 15.1
 DD0068;UTM  17      - 3,758,181.833   741,579.393   MT  1.00031950   +1 27 35.5
 DD0068
 DD0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD0068!SPC NC       -   1.00000381  x   1.00013353  =   1.00013734
 DD0068!UTM  17      -   1.00000381  x   1.00031950  =   1.00032331
 DD0068
 DD0068                          SUPERSEDED SURVEY CONTROL
 DD0068
 DD0068  NAD 83(2001)-  33 56 11.04793(N)    078 23 10.74491(W) AD(       ) 1
 DD0068  ELLIP H (03/13/03)  -24.254  (m)                       GP(       ) 4 2
 DD0068  NAD 83(1986)-  33 56 11.05685(N)    078 23 10.75408(W) AD(       ) 1
 DD0068  NAVD 88 (09/06/01)   11.50   (m)           37.7    (f) LEVELING    3  
 DD0068
 DD0068.Superseded values are not recommended for survey control.
 DD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0068.See file dsdata.txt to determine how the superseded data were derived.
 DD0068
 DD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4157958182(NAD 83)
 DD0068_MARKER: DB = BENCH MARK DISK
 DD0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0068_STAMPING: B 161 RESET
 DD0068_MARK LOGO: NCHPWC
 DD0068_PROJECTION: FLUSH
 DD0068_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0068+STABILITY: SURFACE MOTION
 DD0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0068+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DD0068
 DD0068  HISTORY     - Date     Condition        Report By
 DD0068  HISTORY     - 1963     MONUMENTED       NCHPWC
 DD0068  HISTORY     - 1963     GOOD             NGS
 DD0068  HISTORY     - 1978     GOOD             USE
 DD0068  HISTORY     - 19910505 GOOD             USPSQD
 DD0068  HISTORY     - 19960912 GOOD             NCGS
 DD0068  HISTORY     - 20000606 GOOD             NCGS
 DD0068  HISTORY     - 20060904 GOOD             USPSQD
 DD0068
 DD0068                          STATION DESCRIPTION
 DD0068
 DD0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DD0068'2.8 MI S FROM SHALLOTTE.
 DD0068'ABOUT 1.15 MILES SOUTHWEST ALONG VILLAGE ROAD AND OLD U.S. HIGHWAY
 DD0068'17 FROM THE SHALLOTTE HIGH SCHOOL AT SHALLOTTE, THENCE 1.6 MILES
 DD0068'SOUTHEAST ALONG A BLACK TOP ROAD (SR 1145) LEADING TO SHALLOTTE
 DD0068'INLET, 0.95 MILE NORTHWEST OF THE VILLAGE POINT METHODIST CHURCH,
 DD0068'22 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 29 FEET NORTHWEST
 DD0068'OF THE CENTERLINE OF A DIRT ROAD (SR 1147) LEADING SOUTHWEST, 2
 DD0068'FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET NORTHEAST OF A
 DD0068'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DD0068'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 DD0068'THE GROUND.
 DD0068
 DD0068                          STATION RECOVERY (1978)
 DD0068
 DD0068'RECOVERY NOTE BY US ENGINEERS 1978
 DD0068'RECOVERED IN GOOD CONDITION.
 DD0068
 DD0068                          STATION RECOVERY (1991)
 DD0068
 DD0068'RECOVERY NOTE BY US POWER SQUADRON 1991 (HP)
 DD0068'RECOVERED IN GOOD CONDITION.
 DD0068
 DD0068                          STATION RECOVERY (1996)
 DD0068
 DD0068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB)
 DD0068'PROCEED ALONG NC 179 FOR 1.3 MI (2.1 KM) SOUTHWEST FROM US 17
 DD0068'BUSINESS, THENCE ALONG SR 1145 (VILLAGE POINT ROAD SOUTHWEST) FOR 1.6
 DD0068'MI (2.6 KM) TO SR 1147 (BAY ROAD) AND THE STATION, IN THE SOUTHWEST
 DD0068'QUADRANT OF THE INTERSECTION. MARK IS FLUSH WITH THE GROUND.  LOCATED
 DD0068'23.0 FT (7.0 M) SOUTHWEST OF THE CENTERLINE OF SR 1145, 28.5 FT (8.7
 DD0068'M) NORTHWEST OF THE CENTERLINE OF SR 1147, 71.0 FT (21.6 M) SOUTH OF A
 DD0068'FIRE HYDRANT--AND 26.0 FT (7.9 M) SOUTHEAST OF A TELEPHONE JUNCTION
 DD0068'BOX AT A POWER POLE, 43.0 FT (13.1 M) NORTHEAST OF A POWER POLE--BOTH
 DD0068'WITH REFERENCE TAGS.
 DD0068
 DD0068                          STATION RECOVERY (2000)
 DD0068
 DD0068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000
 DD0068'RECOVERED AS DESCRIBED.
 DD0068
 DD0068                          STATION RECOVERY (2006)
 DD0068
 DD0068'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0095 ***********************************************************************
 DD0095  DESIGNATION -  B 162
 DD0095  PID         -  DD0095
 DD0095  STATE/COUNTY-  NC/BRUNSWICK
 DD0095  USGS QUAD   -  SOUTHPORT (1990)
 DD0095
 DD0095                         *CURRENT SURVEY CONTROL
 DD0095  ___________________________________________________________________
 DD0095* NAD 83(1986)-  33 53 33.     (N)    078 02 04.     (W)     SCALED    
 DD0095* NAVD 88     -         4.116  (meters)      13.50   (feet)  ADJUSTED  
 DD0095  ___________________________________________________________________
 DD0095  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 DD0095  DYNAMIC HT  -           4.112 (meters)      13.49  (feet)  COMP
 DD0095  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DD0095
 DD0095  VERT ORDER  -  SECOND    CLASS 0
 DD0095
 DD0095.The horizontal coordinates were scaled from a topographic map and have
 DD0095.an estimated accuracy of +/- 6 seconds.
 DD0095
 DD0095.The orthometric height was determined by differential leveling
 DD0095.and adjusted in June 1991.
 DD0095
 DD0095.The geoid height was determined by GEOID03.
 DD0095
 DD0095.The dynamic height is computed by dividing the NAVD 88
 DD0095.geopotential number by the normal gravity value computed on the
 DD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0095.degrees latitude (g = 980.6199 gals.).
 DD0095
 DD0095.The modeled gravity was interpolated from observed gravity values.
 DD0095
 DD0095;                    North         East    Units  Estimated Accuracy
 DD0095;SPC NC       -    16,240.      698,930.      MT  (+/- 180 meters Scaled)
 DD0095
 DD0095                          SUPERSEDED SURVEY CONTROL
 DD0095
 DD0095  NGVD 29 (??/??/92)    4.45   (m)           14.6    (f) COMPUTED    2 0
 DD0095
 DD0095.Superseded values are not recommended for survey control.
 DD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0095.See file dsdata.txt to determine how the superseded data were derived.
 DD0095
 DD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT742541(NAD 83)
 DD0095_MARKER: DB = BENCH MARK DISK
 DD0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0095_SP_SET: CONCRETE BASE
 DD0095_STAMPING: B 162 1963
 DD0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0095
 DD0095  HISTORY     - Date     Condition        Report By
 DD0095  HISTORY     - 1963     MONUMENTED       CGS
 DD0095  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 DD0095  HISTORY     - 19880701 MARK NOT FOUND   LOCSUR
 DD0095  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 DD0095  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 DD0095
 DD0095                          STATION DESCRIPTION
 DD0095
 DD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0095'0.4 MI W FROM FORT CASWELL.
 DD0095'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD FROM THE MAIN ENTRANCE
 DD0095'TO THE FORT CASWELL, (NOW OWNED BY THE NORTH CAROLINA BAPTIST
 DD0095'ASSEMBLY), AT THE OAK ISLAND COAST GUARD STATION), SET ON THE TOP
 DD0095'OF THE CONCRETE BASE SUPPORTING THE SOUTHWEST STEEL LEG OF THE
 DD0095'HIGH OBSERVATION AND COMMUNICATION TOWER AT THE COAST GUARD BASE,
 DD0095'70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28.1 FEET SOUTHEAST
 DD0095'OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING AND ABOUT 8 FEET
 DD0095'ABOVE THE LEVEL OF THE ROAD.
 DD0095
 DD0095                          STATION RECOVERY (1983)
 DD0095
 DD0095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 DD0095'MARK NOT FOUND.
 DD0095
 DD0095                          STATION RECOVERY (1988)
 DD0095
 DD0095'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0095'MARK NOT FOUND.
 DD0095
 DD0095                          STATION RECOVERY (2004)
 DD0095
 DD0095'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0095'MARK NOT FOUND.
 DD0095
 DD0095                          STATION RECOVERY (2005)
 DD0095
 DD0095'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0671 ***********************************************************************
 EA0671  DESIGNATION -  B 163
 EA0671  PID         -  EA0671
 EA0671  STATE/COUNTY-  NC/NEW HANOVER
 EA0671  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0671
 EA0671                         *CURRENT SURVEY CONTROL
 EA0671  ___________________________________________________________________
 EA0671* NAD 83(1986)-  34 01 49.     (N)    077 53 43.     (W)     SCALED    
 EA0671* NAVD 88     -         1.171  (meters)       3.84   (feet)  ADJUSTED  
 EA0671  ___________________________________________________________________
 EA0671  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA0671  DYNAMIC HT  -           1.170 (meters)       3.84  (feet)  COMP
 EA0671  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 EA0671
 EA0671  VERT ORDER  -  SECOND    CLASS 0
 EA0671
 EA0671.The horizontal coordinates were scaled from a topographic map and have
 EA0671.an estimated accuracy of +/- 6 seconds.
 EA0671
 EA0671.The orthometric height was determined by differential leveling
 EA0671.and adjusted in June 1991.
 EA0671
 EA0671.The geoid height was determined by GEOID03.
 EA0671
 EA0671.The dynamic height is computed by dividing the NAVD 88
 EA0671.geopotential number by the normal gravity value computed on the
 EA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0671.degrees latitude (g = 980.6199 gals.).
 EA0671
 EA0671.The modeled gravity was interpolated from observed gravity values.
 EA0671
 EA0671;                    North         East    Units  Estimated Accuracy
 EA0671;SPC NC       -    31,660.      711,630.      MT  (+/- 180 meters Scaled)
 EA0671
 EA0671                          SUPERSEDED SURVEY CONTROL
 EA0671
 EA0671  NGVD 29 (??/??/92)    1.460  (m)            4.79   (f) ADJ UNCH    2 0
 EA0671
 EA0671.Superseded values are not recommended for survey control.
 EA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0671.See file dsdata.txt to determine how the superseded data were derived.
 EA0671
 EA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC326692(NAD 83)
 EA0671_MARKER: DB = BENCH MARK DISK
 EA0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0671_STAMPING: B 163 1963
 EA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0671+STABILITY: SURFACE MOTION
 EA0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0671+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 EA0671
 EA0671  HISTORY     - Date     Condition        Report By
 EA0671  HISTORY     - 1963     MONUMENTED       CGS
 EA0671  HISTORY     - 1983     GOOD             USPSQD
 EA0671  HISTORY     - 1990     GOOD             USPSQD
 EA0671  HISTORY     - 19951001 GOOD             USPSQD
 EA0671  HISTORY     - 20031229 GOOD             USPSQD
 EA0671  HISTORY     - 20041230 GOOD             USPSQD
 EA0671  HISTORY     - 20060131 GOOD             USPSQD
 EA0671  HISTORY     - 20071110 GOOD             GEOCAC
 EA0671
 EA0671                          STATION DESCRIPTION
 EA0671
 EA0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0671'0.5 MI S FROM CAROLINA BEACH.
 EA0671'AT CAROLINA BEACH, ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 421
 EA0671'FROM THE FIRST BAPTIST CHURCH AT CAROLINA BEACH, AT THE INTERSECTION
 EA0671'OF ATLANTA AVENUE AND THE HIGHWAY, (LAKE PARK BLVD), 29.5 FEET
 EA0671'WEST OF THE CENTER LINE OF THE HIGHWAY, 20 1/2 FEET NORTH OF
 EA0671'THE CENTER LINE OF ATLANTA AVENUE, 54 FEET SOUTHEAST OF THE
 EA0671'NORTHEAST END OF A 36-INCH TILE CULVERT UNDER THE AVENUE, 12.6
 EA0671'FEET NORTHWEST OF A CONCRETE STREET MARKER, 3 FEET NORTH OF A
 EA0671'POWER LINE POLE, 2 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT
 EA0671'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EA0671'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 EA0671
 EA0671                          STATION RECOVERY (1983)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 1983
 EA0671'WITNESS POST GONE, POWER POLE HAS BEEN RELOCATED, MARK IS 15' EAST OF
 EA0671'THE NEW POWER POLE.
 EA0671
 EA0671                          STATION RECOVERY (1990)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0671'RECOVERED IN GOOD CONDITION.
 EA0671
 EA0671                          STATION RECOVERY (1995)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0671'RECOVERED IN GOOD CONDITION.
 EA0671
 EA0671                          STATION RECOVERY (2003)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0671'RECOVERED IN GOOD CONDITION.
 EA0671
 EA0671                          STATION RECOVERY (2004)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 2004 (GJR)
 EA0671'RECOVERED IN GOOD CONDITION.
 EA0671
 EA0671                          STATION RECOVERY (2006)
 EA0671
 EA0671'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0671'RECOVERED IN GOOD CONDITION.
 EA0671
 EA0671                          STATION RECOVERY (2007)
 EA0671
 EA0671'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EA0671'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0424 ***********************************************************************
 EY0424  DESIGNATION -  B 164
 EY0424  PID         -  EY0424
 EY0424  STATE/COUNTY-  NC/BEAUFORT
 EY0424  USGS QUAD   -  BUNYAN (1974)
 EY0424
 EY0424                         *CURRENT SURVEY CONTROL
 EY0424  ___________________________________________________________________
 EY0424* NAD 83(2001)-  35 31 34.33922(N)    076 56 34.20233(W)     ADJUSTED  
 EY0424* NAVD 88     -         8.735  (meters)      28.66   (feet)  ADJUSTED  
 EY0424  ___________________________________________________________________
 EY0424  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EY0424  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 EY0424  DYNAMIC HT  -           8.727 (meters)      28.63  (feet)  COMP
 EY0424  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 EY0424
 EY0424  HORZ ORDER  -  SECOND
 EY0424  VERT ORDER  -  SECOND    CLASS 0
 EY0424
 EY0424.The horizontal coordinates were established by classical geodetic methods
 EY0424.and adjusted by the National Geodetic Survey in August 2005.
 EY0424
 EY0424.The orthometric height was determined by differential leveling
 EY0424.and adjusted in June 1991.
 EY0424
 EY0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0424
 EY0424.The geoid height was determined by GEOID03.
 EY0424
 EY0424.The dynamic height is computed by dividing the NAVD 88
 EY0424.geopotential number by the normal gravity value computed on the
 EY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0424.degrees latitude (g = 980.6199 gals.).
 EY0424
 EY0424.The modeled gravity was interpolated from observed gravity values.
 EY0424
 EY0424;                    North         East     Units Scale Factor Converg.
 EY0424;SPC NC       -   198,968.463   796,151.009   MT  0.99988402   +1 11 14.4
 EY0424;SPC NC       -   652,782.37  2,612,038.77   sFT  0.99988402   +1 11 14.4
 EY0424;UTM  18      - 3,933,135.614   323,844.554   MT  0.99998241   -1 07 45.2
 EY0424
 EY0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0424!SPC NC       -   1.00000440  x   0.99988402  =   0.99988842
 EY0424!UTM  18      -   1.00000440  x   0.99998241  =   0.99998681
 EY0424
 EY0424                          SUPERSEDED SURVEY CONTROL
 EY0424
 EY0424  NAD 83(1986)-  35 31 34.35064(N)    076 56 34.21339(W) AD(       ) 2
 EY0424  NAVD 88 (07/14/98)    8.74   (m)           28.7    (f) LEVELING    3  
 EY0424  NGVD 29 (??/??/92)    9.066  (m)           29.74   (f) ADJ UNCH    2 0
 EY0424
 EY0424.Superseded values are not recommended for survey control.
 EY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0424.See file dsdata.txt to determine how the superseded data were derived.
 EY0424
 EY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2384533136(NAD 83)
 EY0424_MARKER: DB = BENCH MARK DISK
 EY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0424_SP_SET: CONCRETE POST
 EY0424_STAMPING: B 164 1963
 EY0424_MARK LOGO: CGS   
 EY0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0424+STABILITY: SURFACE MOTION
 EY0424
 EY0424  HISTORY     - Date     Condition        Report By
 EY0424  HISTORY     - 1963     MONUMENTED       CGS
 EY0424  HISTORY     - 1982     GOOD             NCGS
 EY0424  HISTORY     - 19820101 GOOD             NCGS
 EY0424  HISTORY     - 19870402 GOOD             NCGS
 EY0424  HISTORY     - 19870829 GOOD             USPSQD
 EY0424  HISTORY     - 1989     GOOD             USPSQD
 EY0424  HISTORY     - 20060320 GOOD             USPSQD
 EY0424
 EY0424                          STATION DESCRIPTION
 EY0424
 EY0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0424'6.2 MI E FROM WASHINGTON.
 EY0424'ABOUT 4.15 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 EY0424'FROM THE STATION AT WASHINGTON, THENCE 2.05 MILES SOUTHEAST ALONG
 EY0424'U.S. HIGHWAY 264, 0.45 MILE SOUTHEAST OF THE JUNCTION OF STATE
 EY0424'HIGHWAY 32 LEADING NORTHEAST, NEAR THE JUNCTION OF COUNTY ROAD
 EY0424'NO. 1329 LEADING SOUTH, 51 FEET NORTHEAST OF THE CENTER LINE OF
 EY0424'THE HIGHWAY, 56 FEET NORTH OF THE CENTER OF THE JUNCTION, 22
 EY0424'FEET NORTHEAST OF THE NORTHWEST END OF A 12-INCH PIPE CULVERT
 EY0424'UNDER A PRIVATE DRIVEWAY, 2 FEET NORTHWEST OF TELEPHONE POLE
 EY0424'NO. 94, 42 FEET WEST OF THE WEST CORNER OF A TIN BUILDING, 81.8
 EY0424'FEET SOUTH OF THE SOUTH CORNER OF A TWO-STORY FRAME HOUSE, ABOUT
 EY0424'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 EY0424'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 EY0424
 EY0424                          STATION RECOVERY (1982)
 EY0424
 EY0424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0424'RECOVERED IN GOOD CONDITION.
 EY0424
 EY0424                          STATION RECOVERY (1982)
 EY0424
 EY0424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0424'RECOVERED AS DESCRIBED.  MARK IS LOCATED 1.0 FT (0.3 M) NORTHWEST OF
 EY0424'TELEPHONE POLE NO 294.
 EY0424
 EY0424                          STATION RECOVERY (1987)
 EY0424
 EY0424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 EY0424'RECOVERED AS DESCRIBED.
 EY0424
 EY0424                          STATION RECOVERY (1987)
 EY0424
 EY0424'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0424'RECOVERED IN GOOD CONDITION.
 EY0424
 EY0424                          STATION RECOVERY (1989)
 EY0424
 EY0424'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ)
 EY0424'RECOVERED IN GOOD CONDITION.
 EY0424
 EY0424                          STATION RECOVERY (2006)
 EY0424
 EY0424'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY0424'TO FIND SITE, REMAIN ON 264 EAST PASS HIGHWAY 32 INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0222 ***********************************************************************
 EY0222  DESIGNATION -  B 165
 EY0222  PID         -  EY0222
 EY0222  STATE/COUNTY-  NC/BEAUFORT
 EY0222  USGS QUAD   -  RANSOMVILLE (1983)
 EY0222
 EY0222                         *CURRENT SURVEY CONTROL
 EY0222  ___________________________________________________________________
 EY0222* NAD 83(1986)-  35 28 59.     (N)    076 40 26.     (W)     SCALED    
 EY0222* NAVD 88     -         1.466  (meters)       4.81   (feet)  ADJUSTED  
 EY0222  ___________________________________________________________________
 EY0222  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY0222  DYNAMIC HT  -           1.465 (meters)       4.81  (feet)  COMP
 EY0222  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 EY0222
 EY0222  VERT ORDER  -  SECOND    CLASS 0
 EY0222
 EY0222.The horizontal coordinates were scaled from a topographic map and have
 EY0222.an estimated accuracy of +/- 6 seconds.
 EY0222
 EY0222.The orthometric height was determined by differential leveling
 EY0222.and adjusted in June 1991.
 EY0222
 EY0222.The geoid height was determined by GEOID03.
 EY0222
 EY0222.The dynamic height is computed by dividing the NAVD 88
 EY0222.geopotential number by the normal gravity value computed on the
 EY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0222.degrees latitude (g = 980.6199 gals.).
 EY0222
 EY0222.The modeled gravity was interpolated from observed gravity values.
 EY0222
 EY0222;                    North         East    Units  Estimated Accuracy
 EY0222;SPC NC       -   194,720.      820,650.      MT  (+/- 180 meters Scaled)
 EY0222
 EY0222                          SUPERSEDED SURVEY CONTROL
 EY0222
 EY0222  NGVD 29 (??/??/92)    1.793  (m)            5.88   (f) ADJ UNCH    2 0
 EY0222
 EY0222.Superseded values are not recommended for survey control.
 EY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0222.See file dsdata.txt to determine how the superseded data were derived.
 EY0222
 EY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE481279(NAD 83)
 EY0222_MARKER: DB = BENCH MARK DISK
 EY0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0222_SP_SET: BRIDGE ABUTMENT
 EY0222_STAMPING: B 165 1963
 EY0222_MARK LOGO: CGS   
 EY0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0222
 EY0222  HISTORY     - Date     Condition        Report By
 EY0222  HISTORY     - 1963     MONUMENTED       CGS
 EY0222  HISTORY     - 1978     GOOD             USE
 EY0222  HISTORY     - 19830101 GOOD             NCGS
 EY0222  HISTORY     - 19880601 GOOD             USPSQD
 EY0222  HISTORY     - 1989     GOOD             USPSQD
 EY0222  HISTORY     - 20040321 GOOD             USPSQD
 EY0222
 EY0222                          STATION DESCRIPTION
 EY0222
 EY0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0222'5.5 MI SW FROM BELHAVEN.
 EY0222'ABOUT 5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM ITS
 EY0222'JUNCTION WITH U.S. HIGHWAY 264 AT BELHAVEN, SET ON THE TOP OF THE
 EY0222'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A 75-FOOT
 EY0222'LONG BRIDGE OVER JACK CREEK, 14.1 FEET SOUTHEAST OF THE CENTER LINE
 EY0222'OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 EY0222
 EY0222                          STATION RECOVERY (1978)
 EY0222
 EY0222'RECOVERY NOTE BY US ENGINEERS 1978
 EY0222'RECOVERED IN GOOD CONDITION.
 EY0222
 EY0222                          STATION RECOVERY (1983)
 EY0222
 EY0222'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0222'RECOVERED AS DESCRIBED.
 EY0222
 EY0222                          STATION RECOVERY (1988)
 EY0222
 EY0222'RECOVERY NOTE BY US POWER SQUADRON 1988 (TWG)
 EY0222'RECOVERED IN GOOD CONDITION.
 EY0222
 EY0222                          STATION RECOVERY (1989)
 EY0222
 EY0222'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ)
 EY0222'RECOVERED IN GOOD CONDITION.
 EY0222
 EY0222                          STATION RECOVERY (2004)
 EY0222
 EY0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0724 ***********************************************************************
 FX0724  DESIGNATION -  B 166
 FX0724  PID         -  FX0724
 FX0724  STATE/COUNTY-  NC/HERTFORD
 FX0724  USGS QUAD   -  AHOSKIE (1982)
 FX0724
 FX0724                         *CURRENT SURVEY CONTROL
 FX0724  ___________________________________________________________________
 FX0724* NAD 83(1986)-  36 22 24.     (N)    076 55 57.     (W)     SCALED    
 FX0724* NAVD 88     -         8.202  (meters)      26.91   (feet)  ADJUSTED  
 FX0724  ___________________________________________________________________
 FX0724  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 FX0724  DYNAMIC HT  -           8.196 (meters)      26.89  (feet)  COMP
 FX0724  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 FX0724
 FX0724  VERT ORDER  -  SECOND    CLASS 0
 FX0724
 FX0724.The horizontal coordinates were scaled from a topographic map and have
 FX0724.an estimated accuracy of +/- 6 seconds.
 FX0724
 FX0724.The orthometric height was determined by differential leveling
 FX0724.and adjusted in June 1991.
 FX0724
 FX0724.The geoid height was determined by GEOID03.
 FX0724
 FX0724.The dynamic height is computed by dividing the NAVD 88
 FX0724.geopotential number by the normal gravity value computed on the
 FX0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0724.degrees latitude (g = 980.6199 gals.).
 FX0724
 FX0724.The modeled gravity was interpolated from observed gravity values.
 FX0724
 FX0724;                    North         East    Units  Estimated Accuracy
 FX0724;SPC NC       -   292,960.      795,130.      MT  (+/- 180 meters Scaled)
 FX0724
 FX0724                          SUPERSEDED SURVEY CONTROL
 FX0724
 FX0724  NGVD 29 (??/??/92)    8.549  (m)           28.05   (f) ADJ UNCH    2 0
 FX0724
 FX0724.Superseded values are not recommended for survey control.
 FX0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0724.See file dsdata.txt to determine how the superseded data were derived.
 FX0724
 FX0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF266270(NAD 83)
 FX0724_MARKER: DB = BENCH MARK DISK
 FX0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0724_SP_SET: CULVERT
 FX0724_STAMPING: B 166 1963
 FX0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0724
 FX0724  HISTORY     - Date     Condition        Report By
 FX0724  HISTORY     - 1963     MONUMENTED       CGS
 FX0724
 FX0724                          STATION DESCRIPTION
 FX0724
 FX0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0724'1.6 MI NW FROM COFIELD.
 FX0724'ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 45 FROM THE
 FX0724'CROSSING OF THE ATLANTIC COAST LINE RAILROAD AT COFIELD, SET ON
 FX0724'THE TOP AND ONE FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 FX0724'SOUTHWEST CONCRETE HEADWALL OF AN 18-FOOT BOX TYPE CULVERT WITH
 FX0724'PARTITIONS, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 FX0724'AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.  NOTE-- MARK MAY BE
 FX0724'REACHED BY GOING 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 45 FROM
 FX0724'ITS JUNCTION WITH U.S. HIGHWAY 13 AT WINTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0008 ***********************************************************************
 FW0008  DESIGNATION -  B 167
 FW0008  PID         -  FW0008
 FW0008  STATE/COUNTY-  NC/CURRITUCK
 FW0008  USGS QUAD   -  COINJOCK (1982)
 FW0008
 FW0008                         *CURRENT SURVEY CONTROL
 FW0008  ___________________________________________________________________
 FW0008* NAD 83(1986)-  36 21 31.     (N)    075 57 45.     (W)     SCALED    
 FW0008* NAVD 88     -         2.912  (meters)       9.55   (feet)  ADJUSTED  
 FW0008  ___________________________________________________________________
 FW0008  GEOID HEIGHT-         -38.41  (meters)                     GEOID03
 FW0008  DYNAMIC HT  -           2.909 (meters)       9.54  (feet)  COMP
 FW0008  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 FW0008
 FW0008  VERT ORDER  -  FIRST     CLASS II
 FW0008
 FW0008.The horizontal coordinates were scaled from a topographic map and have
 FW0008.an estimated accuracy of +/- 6 seconds.
 FW0008
 FW0008.The orthometric height was determined by differential leveling
 FW0008.and adjusted in June 1991.
 FW0008
 FW0008.The geoid height was determined by GEOID03.
 FW0008
 FW0008.The dynamic height is computed by dividing the NAVD 88
 FW0008.geopotential number by the normal gravity value computed on the
 FW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0008.degrees latitude (g = 980.6199 gals.).
 FW0008
 FW0008.The modeled gravity was interpolated from observed gravity values.
 FW0008
 FW0008;                    North         East    Units  Estimated Accuracy
 FW0008;SPC NC       -   293,560.      882,200.      MT  (+/- 180 meters Scaled)
 FW0008
 FW0008                          SUPERSEDED SURVEY CONTROL
 FW0008
 FW0008  NGVD 29 (??/??/??)    3.184  (m)           10.45   (f) ADJUSTED    1 2
 FW0008
 FW0008.Superseded values are not recommended for survey control.
 FW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0008.See file dsdata.txt to determine how the superseded data were derived.
 FW0008
 FW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF136241(NAD 83)
 FW0008_MARKER: DB = BENCH MARK DISK
 FW0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0008_STAMPING: B 167 1963
 FW0008_MARK LOGO: CGS   
 FW0008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0008+STABILITY: SURFACE MOTION
 FW0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0008+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 FW0008
 FW0008  HISTORY     - Date     Condition        Report By
 FW0008  HISTORY     - 1963     MONUMENTED       CGS
 FW0008  HISTORY     - 1985     GOOD             NGS
 FW0008  HISTORY     - 1989     GOOD             USPSQD
 FW0008  HISTORY     - 1990     GOOD             USPSQD
 FW0008  HISTORY     - 20041014 GOOD             NCGS
 FW0008
 FW0008                          STATION DESCRIPTION
 FW0008
 FW0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0008'1.2 MI NW FROM COINJOCK.
 FW0008'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 158 FROM THE NORTH
 FW0008'END OF THE HIGHWAY BRIDGE OVER THE INLAND WATERWAY AT COINJOCK,
 FW0008'ABOUT 1.9 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 34 AND
 FW0008'U.S. HIGHWAY 158 AT BARCO, 59 FEET NORTHEAST OF THE CENTER LINE
 FW0008'OF THE HIGHWAY, 25 FEET NORTHWEST OF THE CENTER OF A WOODEN
 FW0008'GATE, 29 1/2 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 34, 1 1/2
 FW0008'FEET SOUTHEAST OF A BOARD FENCE, 161.5 FEET WEST OF THE WEST
 FW0008'CORNER OF A LARGE TWO-STORY FRAME HOUSE, 2 FEET EAST OF A WOODEN
 FW0008'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 FW0008'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 FW0008
 FW0008                          STATION RECOVERY (1985)
 FW0008
 FW0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FW0008'RECOVERED IN GOOD CONDITION.
 FW0008
 FW0008                          STATION RECOVERY (1989)
 FW0008
 FW0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0008'RECOVERED IN GOOD CONDITION.
 FW0008
 FW0008                          STATION RECOVERY (1990)
 FW0008
 FW0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0008'RECOVERED IN GOOD CONDITION.
 FW0008
 FW0008                          STATION RECOVERY (2004)
 FW0008
 FW0008'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0008'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FW0008'ADDITIONS.  ACROSS US 158 FROM HOUSE (4422) .  MARK IS FLUSH WITH THE
 FW0008'GROUND.  LOCATED 41.2 FT (12.6 M) NORTHEAST OF THE CENTERLINE OF US
 FW0008'158 NORTHBOUND LANES, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A METAL
 FW0008'WITNESS POST AND 52.5 FT (16.0 M) NORTHWEST OF A 30 INCH PINE WITH
 FW0008'REFERENCE TAG.  THE REFERENCED FENCE AND GATE ARE GONE.  THE LATITUDE
 FW0008'(36-21-34.4) AND LONGITUDE (075-57-46.3) OBTAINED WITH HAND HELD
 FW0008'MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0145 ***********************************************************************
 EX0145  DESIGNATION -  B 168
 EX0145  PID         -  EX0145
 EX0145  STATE/COUNTY-  NC/DARE
 EX0145  USGS QUAD   -  OREGON INLET (1983)
 EX0145
 EX0145                         *CURRENT SURVEY CONTROL
 EX0145  ___________________________________________________________________
 EX0145* NAD 83(1986)-  35 49 06.     (N)    075 33 51.     (W)     SCALED    
 EX0145* NAVD 88     -         1.381  (meters)       4.53   (feet)  ADJUSTED  
 EX0145  ___________________________________________________________________
 EX0145  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0145  DYNAMIC HT  -           1.380 (meters)       4.53  (feet)  COMP
 EX0145  MODELED GRAV-     979,772.7   (mgal)                       NAVD 88
 EX0145
 EX0145  VERT ORDER  -  FIRST     CLASS II
 EX0145
 EX0145.The horizontal coordinates were scaled from a topographic map and have
 EX0145.an estimated accuracy of +/- 6 seconds.
 EX0145
 EX0145.The orthometric height was determined by differential leveling
 EX0145.and adjusted in June 1991.
 EX0145.WARNING-Repeat measurements at this control monument indicate possible
 EX0145.vertical movement.
 EX0145
 EX0145.The geoid height was determined by GEOID03.
 EX0145
 EX0145.The dynamic height is computed by dividing the NAVD 88
 EX0145.geopotential number by the normal gravity value computed on the
 EX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0145.degrees latitude (g = 980.6199 gals.).
 EX0145
 EX0145.The modeled gravity was interpolated from observed gravity values.
 EX0145
 EX0145;                    North         East    Units  Estimated Accuracy
 EX0145;SPC NC       -   234,820.      920,010.      MT  (+/- 180 meters Scaled)
 EX0145
 EX0145                          SUPERSEDED SURVEY CONTROL
 EX0145
 EX0145  NGVD 29 (??/??/??)    1.678  (m)            5.51   (f) ADJUSTED    1 2
 EX0145
 EX0145.Superseded values are not recommended for survey control.
 EX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0145.See file dsdata.txt to determine how the superseded data were derived.
 EX0145
 EX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE490639(NAD 83)
 EX0145_MARKER: DB = BENCH MARK DISK
 EX0145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0145_SP_SET: 56 FEET
 EX0145_STAMPING: B 168 1963
 EX0145_PROJECTION: RECESSED 9 CENTIMETERS
 EX0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0145_ROD/PIPE-DEPTH: 17.0 meters
 EX0145
 EX0145  HISTORY     - Date     Condition        Report By
 EX0145  HISTORY     - 1963     MONUMENTED       CGS
 EX0145  HISTORY     - 1975     GOOD             NGS
 EX0145  HISTORY     - 1981     GOOD             NGS
 EX0145  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EX0145
 EX0145                          STATION DESCRIPTION
 EX0145
 EX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0145'6.7 MI SW FROM BODIE ISLAND.
 EX0145'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 EX0145'WITH U.S. HIGHWAY 158, 64 AND 264 AT NAGS HEAD, THENCE 0.9
 EX0145'MILE SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO BODIE ISLAND
 EX0145'LIGHTHOUSE, NEAR THE SOUTHEAST CORNER OF A LARGE PARKING AREA FOR
 EX0145'THE BODIE LIGHTHOUSE MUSEUM, ABOUT 600 FEET SOUTHWEST OF THE LARGE
 EX0145'LIGHTHOUSE, 241.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EX0145'MUSEUM BUILDING, 14 1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 EX0145'PARKING AREA, 0.8 FOOT EAST OF THE EAST CURB OF THE PARKING AREA,
 EX0145'ABOUT LEVEL WITH THE PARKING AREA AND 0.3 FOOT LOWER THAN THE
 EX0145'TOP OF CURB, A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 EX0145'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 EX0145'BY A 3 INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 EX0145'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.  TIDAL STATION
 EX0145'NO. 19, BODIE ISLAND (OPPOSITE CUTOFF ISLAND), PAMLICO SOUND,
 EX0145'NORTH CAROLINA.
 EX0145
 EX0145                          STATION RECOVERY (1975)
 EX0145
 EX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EX0145'RECOVERED IN GOOD CONDITION.
 EX0145
 EX0145                          STATION RECOVERY (1981)
 EX0145
 EX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0145'9.3 KILOMETERS (5.8 MILES) SOUTH ALONG STATE HIGHWAY 12 FROM ITS
 EX0145'JUNCTION WITH U.S. HIGHWAYS 64, 264 AND 158 IN NAGS HEAD, THENCE
 EX0145'1.4 KILOMETERS (0.9 MILE) SOUTHWEST ALONG A PAVED ROAD TO BODIE
 EX0145'ISLAND LIGHTHOUSE, NEAR THE EXTREME SOUTHEAST CORNER OF THE LARGE
 EX0145'ASPHALT PARKING LOT FOR THE MUSEUM AND LIGHTHOUSE, 73.15 METERS
 EX0145'(241.0 FEET) SOUTH OF THE SOOUTHWEST CORNER OF THE MUSEUM BUILDING,
 EX0145'4.41 METERS (14.5 FEET) NORTH OF THE SOUTHEAST CORNER OF THE PARKING
 EX0145'LOT, 0.24 METER (0.8 FOOT) EAST OF THE EAST CURB OF THE PARKING LOT.
 EX0145'THE MARK IS 0.18 M ABOVE PARKING LOT.
 EX0145
 EX0145                          STATION RECOVERY (1990)
 EX0145
 EX0145'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0141 ***********************************************************************
 EX0141  DESIGNATION -  B 169
 EX0141  PID         -  EX0141
 EX0141  STATE/COUNTY-  NC/DARE
 EX0141  USGS QUAD   -  OREGON INLET (1983)
 EX0141
 EX0141                         *CURRENT SURVEY CONTROL
 EX0141  ___________________________________________________________________
 EX0141* NAD 83(2007)-  35 49 44.77071(N)    075 33 29.91966(W)     ADJUSTED  
 EX0141* NAVD 88     -         2.361  (meters)       7.75   (feet)  ADJUSTED  
 EX0141  ___________________________________________________________________
 EX0141  EPOCH DATE  -        2002.00
 EX0141  X           -   1,291,138.638 (meters)                     COMP
 EX0141  Y           -  -5,013,505.995 (meters)                     COMP
 EX0141  Z           -   3,712,812.844 (meters)                     COMP
 EX0141  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EX0141  ELLIP HEIGHT-         -36.584 (meters)          (01/11/08) ADJUSTED
 EX0141  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0141  DYNAMIC HT  -           2.359 (meters)       7.74  (feet)  COMP
 EX0141  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 EX0141
 EX0141  HORZ ORDER  -  FIRST
 EX0141  VERT ORDER  -  FIRST     CLASS II
 EX0141  ELLP ORDER  -  FOURTH    CLASS II
 EX0141
 EX0141.The horizontal coordinates were established by GPS observations
 EX0141.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2008.
 EX0141
 EX0141.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0141.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0141.The horizontal coordinates are valid at the epoch date displayed above.
 EX0141.The epoch date for horizontal control is a decimal equivalence
 EX0141.of Year/Month/Day.
 EX0141
 EX0141.The orthometric height was determined by differential leveling
 EX0141.and adjusted in June 1991.
 EX0141.WARNING-Repeat measurements at this control monument indicate possible
 EX0141.vertical movement.
 EX0141
 EX0141.Photographs are available for this station.
 EX0141
 EX0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0141
 EX0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0141
 EX0141.The ellipsoidal height was determined by GPS observations
 EX0141.and is referenced to NAD 83.
 EX0141
 EX0141.The geoid height was determined by GEOID03.
 EX0141
 EX0141.The dynamic height is computed by dividing the NAVD 88
 EX0141.geopotential number by the normal gravity value computed on the
 EX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0141.degrees latitude (g = 980.6199 gals.).
 EX0141
 EX0141.The modeled gravity was interpolated from observed gravity values.
 EX0141
 EX0141;                    North         East     Units Scale Factor Converg.
 EX0141;SPC NC       -   236,029.498   920,498.569   MT  0.99992325   +1 59 11.2
 EX0141;SPC NC       -   774,373.44  3,020,002.39   sFT  0.99992325   +1 59 11.2
 EX0141;UTM  18      - 3,965,137.570   449,572.160   MT  0.99963133   -0 19 36.6
 EX0141
 EX0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0141!SPC NC       -   1.00000574  x   0.99992325  =   0.99992899
 EX0141!UTM  18      -   1.00000574  x   0.99963133  =   0.99963707
 EX0141
 EX0141:                Primary Azimuth Mark                     Grid Az
 EX0141:SPC NC       -  NC 12 36                                 339 52 48.3
 EX0141:UTM  18      -  NC 12 36                                 342 11 36.1
 EX0141
 EX0141|---------------------------------------------------------------------|
 EX0141| PID    Reference Object                     Distance      Geod. Az  |
 EX0141|                                                           dddmmss.s |
 EX0141| DK3483 NC 12 36                            428.916 METERS 3415159.5 |
 EX0141|---------------------------------------------------------------------|
 EX0141
 EX0141                          SUPERSEDED SURVEY CONTROL
 EX0141
 EX0141  NAVD 88 (01/11/08)    2.36   (m)            7.7    (f) LEVELING    3  
 EX0141  NGVD 29 (??/??/??)    2.663  (m)            8.74   (f) ADJUSTED    1 2
 EX0141
 EX0141.Superseded values are not recommended for survey control.
 EX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0141.See file dsdata.txt to determine how the superseded data were derived.
 EX0141
 EX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4957265138(NAD 83)
 EX0141_MARKER: DB = BENCH MARK DISK
 EX0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0141_STAMPING: B 169 1963
 EX0141_MARK LOGO: CGS   
 EX0141_PROJECTION: PROJECTING 54 CENTIMETERS
 EX0141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0141+STABILITY: SURFACE MOTION
 EX0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0141+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2008
 EX0141
 EX0141  HISTORY     - Date     Condition        Report By
 EX0141  HISTORY     - 1963     MONUMENTED       CGS
 EX0141  HISTORY     - 1975     GOOD             NGS
 EX0141  HISTORY     - 1981     GOOD             NGS
 EX0141  HISTORY     - 1987     GOOD             USPSQD
 EX0141  HISTORY     - 1988     GOOD             USPSQD
 EX0141  HISTORY     - 1990     GOOD             USPSQD
 EX0141  HISTORY     - 1990     GOOD             USPSQD
 EX0141  HISTORY     - 20000620 GOOD             NCDOT
 EX0141  HISTORY     - 20011227 GOOD             USPSQD
 EX0141  HISTORY     - 20030821 GOOD             USPSQD
 EX0141  HISTORY     - 20061126 GOOD             GEOCAC
 EX0141  HISTORY     - 20080521 GOOD             INDIV
 EX0141
 EX0141                          STATION DESCRIPTION
 EX0141
 EX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0141'5.8 MI S FROM NAGS HEAD.
 EX0141'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 EX0141'WITH U.S. HIGHWAY 158, 64 AND 264 AT NAGS HEAD, NEAR THE JUNCTION
 EX0141'OF A BLACK TOP ROAD LEADING SOUTHWEST TO THE BODIE ISLAND
 EX0141'LIGHTHOUSE, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50
 EX0141'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO LIGHTHOUSE,
 EX0141'14 FEET NORTH OF COAST GUARD TELEPHONE POLE NO. 132, 17.5 FEET
 EX0141'SOUTHWEST OF THE WEST POST SUPPORTING SIGN BODIE ISLAND VISITOR
 EX0141'CENTER, 124.5 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 EX0141'BENCH MARK 6.601 (USGS), 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 EX0141'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 EX0141'LEVEL OF THE GROUND.
 EX0141
 EX0141                          STATION RECOVERY (1975)
 EX0141
 EX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (1981)
 EX0141
 EX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0141'9.3 KILOMETERS (5.8 MILES) SOUTH ALONG STATE HIGHWAY 12 FROM ITS
 EX0141'JUNCTION WITH U.S. HIGHWAYS 64, 264, AND 158 IN NAGS HEAD, TO THE
 EX0141'JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO BODIE ISLAND
 EX0141'LIGHTHOUSE AND THE MARK IN THE SOUTHWEST ANGLE OF THE JUNCTION,
 EX0141'17.37 METERS (57.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 EX0141'15.24 METERS (50.0 FEET) SOUTH OF THE CENTER OF THE ROAD, 7.46 METERS
 EX0141'(24.5 FEET) SOUTHEAST OF POWER POLE H 111, 4408, 4.42 METERS (17.5
 EX0141'FEET) SOUTHWEST OF THE WEST WOODEN LEG OF A SIGN (VISITOR CENTER
 EX0141'ONE).
 EX0141'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 EX0141'THE MARK IS 0.91 M ABOVE HIGHWAY.
 EX0141
 EX0141                          STATION RECOVERY (1987)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (1988)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (1990)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (1990)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (2000)
 EX0141
 EX0141'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0141'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION, THE SIGN IN THE
 EX0141'DESCRIPTION IS GONE.
 EX0141
 EX0141                          STATION RECOVERY (2001)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 2001 (CGT)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (2003)
 EX0141
 EX0141'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (2006)
 EX0141
 EX0141'RECOVERY NOTE BY GEOCACHING 2006 (DEB)
 EX0141'RECOVERED IN GOOD CONDITION.
 EX0141
 EX0141                          STATION RECOVERY (2008)
 EX0141
 EX0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SH)
 EX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1146 ***********************************************************************
 FY1146  DESIGNATION -  B 170
 FY1146  PID         -  FY1146
 FY1146  STATE/COUNTY-  NC/GUILFORD
 FY1146  USGS QUAD   -  LAKE BRANDT (1994)
 FY1146
 FY1146                         *CURRENT SURVEY CONTROL
 FY1146  ___________________________________________________________________
 FY1146* NAD 83(1986)-  36 09 09.     (N)    079 52 18.     (W)     SCALED    
 FY1146* NAVD 88     -       243.348  (meters)     798.38   (feet)  ADJUSTED  
 FY1146  ___________________________________________________________________
 FY1146  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FY1146  DYNAMIC HT  -         243.136 (meters)     797.69  (feet)  COMP
 FY1146  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 FY1146
 FY1146  VERT ORDER  -  FIRST     CLASS II
 FY1146
 FY1146.The horizontal coordinates were scaled from a topographic map and have
 FY1146.an estimated accuracy of +/- 6 seconds.
 FY1146
 FY1146.The orthometric height was determined by differential leveling
 FY1146.and adjusted in June 1991.
 FY1146
 FY1146.The geoid height was determined by GEOID03.
 FY1146
 FY1146.The dynamic height is computed by dividing the NAVD 88
 FY1146.geopotential number by the normal gravity value computed on the
 FY1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1146.degrees latitude (g = 980.6199 gals.).
 FY1146
 FY1146.The modeled gravity was interpolated from observed gravity values.
 FY1146
 FY1146;                    North         East    Units  Estimated Accuracy
 FY1146;SPC NC       -   266,870.      531,160.      MT  (+/- 180 meters Scaled)
 FY1146
 FY1146                          SUPERSEDED SURVEY CONTROL
 FY1146
 FY1146  NGVD 29 (??/??/92)  243.562  (m)          799.09   (f) ADJ UNCH    1 2
 FY1146
 FY1146.Superseded values are not recommended for survey control.
 FY1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1146.See file dsdata.txt to determine how the superseded data were derived.
 FY1146
 FY1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA015014(NAD 83)
 FY1146_MARKER: DB = BENCH MARK DISK
 FY1146_SETTING: 66 = SET IN ROCK OUTCROP
 FY1146_SP_SET: ROCK OUTCROP
 FY1146_STAMPING: B 170 1965
 FY1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FY1146+STABILITY: POSITION/ELEVATION WELL
 FY1146
 FY1146  HISTORY     - Date     Condition        Report By
 FY1146  HISTORY     - 1965     MONUMENTED       CGS
 FY1146  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY1146  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 FY1146  HISTORY     - 20031121 MARK NOT FOUND   USPSQD
 FY1146
 FY1146                          STATION DESCRIPTION
 FY1146
 FY1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1146'6.8 MI NW FROM GREENSBORO.
 FY1146'4.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE MADISION
 FY1146'AVENUE OVERPASS AT GREENSBORO, THENCE 2.7 MILES NORTHWEST
 FY1146'ALONG U.S. HIGHWAY 220, ABOUT 0.45 MILE NORTHWEST OF THE
 FY1146'INTERSECTION OF COUNTY ROAD 2182, 58 FEET NORTH OF THE CENTER
 FY1146'OF THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 49 1/2 FEET
 FY1146'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 FY1146'A LARGE ROCK OUTCROP THAT IS ABOUT 20 FEET LONG AND ABOUT 2
 FY1146'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 FY1146
 FY1146                          STATION RECOVERY (1985)
 FY1146
 FY1146'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1146'MARK NOT FOUND.
 FY1146
 FY1146                          STATION RECOVERY (1995)
 FY1146
 FY1146'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1146'MARK NOT FOUND.
 FY1146
 FY1146                          STATION RECOVERY (2003)
 FY1146
 FY1146'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLS)
 FY1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1186 ***********************************************************************
 FY1186  DESIGNATION -  B 171
 FY1186  PID         -  FY1186
 FY1186  STATE/COUNTY-  NC/ROCKINGHAM
 FY1186  USGS QUAD   -  MAYODAN (1977)
 FY1186
 FY1186                         *CURRENT SURVEY CONTROL
 FY1186  ___________________________________________________________________
 FY1186* NAD 83(1986)-  36 24 14.     (N)    079 58 42.     (W)     SCALED    
 FY1186* NAVD 88     -       205.320  (meters)     673.62   (feet)  ADJUSTED  
 FY1186  ___________________________________________________________________
 FY1186  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FY1186  DYNAMIC HT  -         205.139 (meters)     673.03  (feet)  COMP
 FY1186  MODELED GRAV-     979,745.0   (mgal)                       NAVD 88
 FY1186
 FY1186  VERT ORDER  -  FIRST     CLASS II
 FY1186
 FY1186.The horizontal coordinates were scaled from a topographic map and have
 FY1186.an estimated accuracy of +/- 6 seconds.
 FY1186
 FY1186.The orthometric height was determined by differential leveling
 FY1186.and adjusted in June 1991.
 FY1186
 FY1186.The geoid height was determined by GEOID03.
 FY1186
 FY1186.The dynamic height is computed by dividing the NAVD 88
 FY1186.geopotential number by the normal gravity value computed on the
 FY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1186.degrees latitude (g = 980.6199 gals.).
 FY1186
 FY1186.The modeled gravity was interpolated from observed gravity values.
 FY1186
 FY1186;                    North         East    Units  Estimated Accuracy
 FY1186;SPC NC       -   294,850.      521,840.      MT  (+/- 180 meters Scaled)
 FY1186
 FY1186                          SUPERSEDED SURVEY CONTROL
 FY1186
 FY1186  NGVD 29 (??/??/92)  205.523  (m)          674.29   (f) ADJ UNCH    1 2
 FY1186
 FY1186.Superseded values are not recommended for survey control.
 FY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1186.See file dsdata.txt to determine how the superseded data were derived.
 FY1186
 FY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA916292(NAD 83)
 FY1186_MARKER: DB = BENCH MARK DISK
 FY1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1186_SP_SET: BUILDING
 FY1186_STAMPING: B 171 1965
 FY1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1186
 FY1186  HISTORY     - Date     Condition        Report By
 FY1186  HISTORY     - 1965     MONUMENTED       CGS
 FY1186
 FY1186                          STATION DESCRIPTION
 FY1186
 FY1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1186'AT MADISON.
 FY1186'AT MADISON, ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 704 FROM
 FY1186'THE JUNCTION OF U.S. HIGHWAY 220 BUSINESS ROUTE, ABOUT 200 YARDS
 FY1186'WEST OF THE SOUTH END OF THE MAYO AIRPORT RUNWAY, SET VERTICALLY
 FY1186'IN THE SOUTH FACE AND AT THE SOUTHEAST END OF THE ESPIE JOYCE
 FY1186'MOTOR INC. BUILDING, 100 1/2 FEET NORTH OF THE CENTER LINE OF
 FY1186'THE HIGHWAY, 2.7 FEET WEST OF THE SOUTHEAST EDGE OF THE BUILDING,
 FY1186'0.8 FOOT ABOVE THE LEVEL OF THE CONCRETE FLOORING, AND ABOUT 3
 FY1186'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0716 ***********************************************************************
 EA0716  DESIGNATION -  B 176
 EA0716  PID         -  EA0716
 EA0716  STATE/COUNTY-  NC/BRUNSWICK
 EA0716  USGS QUAD   -  WILMINGTON (1979)
 EA0716
 EA0716                         *CURRENT SURVEY CONTROL
 EA0716  ___________________________________________________________________
 EA0716* NAD 83(1986)-  34 14 00.     (N)    077 59 48.     (W)     SCALED    
 EA0716* NAVD 88     -         7.236  (meters)      23.74   (feet)  ADJUSTED  
 EA0716  ___________________________________________________________________
 EA0716  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 EA0716  DYNAMIC HT  -           7.228 (meters)      23.71  (feet)  COMP
 EA0716  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 EA0716
 EA0716  VERT ORDER  -  FIRST     CLASS I
 EA0716
 EA0716.The horizontal coordinates were scaled from a topographic map and have
 EA0716.an estimated accuracy of +/- 6 seconds.
 EA0716
 EA0716.The orthometric height was determined by differential leveling
 EA0716.and adjusted in June 1991.
 EA0716
 EA0716.The geoid height was determined by GEOID03.
 EA0716
 EA0716.The dynamic height is computed by dividing the NAVD 88
 EA0716.geopotential number by the normal gravity value computed on the
 EA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0716.degrees latitude (g = 980.6199 gals.).
 EA0716
 EA0716.The modeled gravity was interpolated from observed gravity values.
 EA0716
 EA0716;                    North         East    Units  Estimated Accuracy
 EA0716;SPC NC       -    54,090.      702,040.      MT  (+/- 180 meters Scaled)
 EA0716
 EA0716                          SUPERSEDED SURVEY CONTROL
 EA0716
 EA0716  NGVD 29 (??/??/92)    7.538  (m)           24.73   (f) ADJ UNCH    1 1
 EA0716
 EA0716.Superseded values are not recommended for survey control.
 EA0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0716.See file dsdata.txt to determine how the superseded data were derived.
 EA0716
 EA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC239920(NAD 83)
 EA0716_MARKER: DB = BENCH MARK DISK
 EA0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0716_STAMPING: B 176 1963
 EA0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0716+STABILITY: SURFACE MOTION
 EA0716
 EA0716  HISTORY     - Date     Condition        Report By
 EA0716  HISTORY     - 1963     MONUMENTED       CGS
 EA0716  HISTORY     - 1979     MARK NOT FOUND   NCGS
 EA0716  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 EA0716  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0716
 EA0716                          STATION DESCRIPTION
 EA0716
 EA0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0716'2.2 MI SW FROM NAVASSA.
 EA0716'1.7 MILES SOUTHWEST ALONG BLACK TOP ROAD 1435 FROM THE POST OFFICE
 EA0716'AT NAVASSA, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAYS 74 AND 76,
 EA0716'AT A BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION POWER TRANSFORMER
 EA0716'SUB-STATION, 98 FEET SOUTH OF CENTER LINE OF HIGHWAY, 2 FEET EAST
 EA0716'OF NORTHEAST CORNER OF FENCE SURROUNDING STATION, 1.5 FEET
 EA0716'WEST OF A CREOSOTE WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND
 EA0716'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 EA0716
 EA0716                          STATION RECOVERY (1979)
 EA0716
 EA0716'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0716'SEARCHED FOR BUT NOT FOUND SEPTEMBEER 1979, BELIEVED DESTROYED
 EA0716'BY HIGHWAY CONSTRUCTION.
 EA0716
 EA0716                          STATION RECOVERY (2004)
 EA0716
 EA0716'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0716'MARK NOT FOUND.
 EA0716
 EA0716                          STATION RECOVERY (2005)
 EA0716
 EA0716'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0575 ***********************************************************************
 FX0575  DESIGNATION -  B 177
 FX0575  PID         -  FX0575
 FX0575  STATE/COUNTY-  NC/CURRITUCK
 FX0575  USGS QUAD   -  CURRITUCK (1982)
 FX0575
 FX0575                         *CURRENT SURVEY CONTROL
 FX0575  ___________________________________________________________________
 FX0575* NAD 83(1986)-  36 26 35.     (N)    076 06 31.     (W)     SCALED    
 FX0575* NAVD 88     -         2.084  (meters)       6.84   (feet)  ADJUSTED  
 FX0575  ___________________________________________________________________
 FX0575  GEOID HEIGHT-         -37.82  (meters)                     GEOID03
 FX0575  DYNAMIC HT  -           2.083 (meters)       6.83  (feet)  COMP
 FX0575  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 FX0575
 FX0575  VERT ORDER  -  FIRST     CLASS I
 FX0575
 FX0575.The horizontal coordinates were scaled from a topographic map and have
 FX0575.an estimated accuracy of +/- 6 seconds.
 FX0575
 FX0575.The orthometric height was determined by differential leveling
 FX0575.and adjusted in June 1991.
 FX0575
 FX0575.The geoid height was determined by GEOID03.
 FX0575
 FX0575.The dynamic height is computed by dividing the NAVD 88
 FX0575.geopotential number by the normal gravity value computed on the
 FX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0575.degrees latitude (g = 980.6199 gals.).
 FX0575
 FX0575.The modeled gravity was interpolated from observed gravity values.
 FX0575
 FX0575;                    North         East    Units  Estimated Accuracy
 FX0575;SPC NC       -   302,540.      868,820.      MT  (+/- 180 meters Scaled)
 FX0575
 FX0575                          SUPERSEDED SURVEY CONTROL
 FX0575
 FX0575  NGVD 29 (??/??/92)    2.358  (m)            7.74   (f) ADJ UNCH    1 1
 FX0575
 FX0575.Superseded values are not recommended for survey control.
 FX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0575.See file dsdata.txt to determine how the superseded data were derived.
 FX0575
 FX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF006336(NAD 83)
 FX0575_MARKER: DB = BENCH MARK DISK
 FX0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0575_STAMPING: B 177 1963
 FX0575_MARK LOGO: CGS   
 FX0575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0575+STABILITY: SURFACE MOTION
 FX0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0575+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 FX0575
 FX0575  HISTORY     - Date     Condition        Report By
 FX0575  HISTORY     - 1963     MONUMENTED       CGS
 FX0575  HISTORY     - 20041209 GOOD             NCGS
 FX0575
 FX0575                          STATION DESCRIPTION
 FX0575
 FX0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0575'7.4 MI SE FROM MOYOCK.
 FX0575'ABOUT 6.35 MILES SOUTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 FX0575'FROM THE CROSSING OF COUNTY ROAD 1228 AT MOYOCK, THENCE 1.0
 FX0575'MILE SOUTH ALONG COUNTY ROAD 1202, AT THE JUNCTION OF COUNTY
 FX0575'ROAD 1210 LEADING SOUTHEAST, 57 FEET SOUTHEAST OF CENTER OF
 FX0575'JUNCTION, 23 FEET EAST OF CENTER LINE OF ROAD 1210, 3.8 FEET WEST
 FX0575'OF A WIRE FENCE LINE, 3 FEET EAST OF A POWER POLE, 3 FEET NORTH
 FX0575'OF A WOODEN WITNESS POST, 2 FEET ABOVE LEVEL OF ROAD, AND SET IN
 FX0575'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0575
 FX0575                          STATION RECOVERY (2004)
 FX0575
 FX0575'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX0575'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FX0575'ADDITIONS.  LOCATED 38 FT (11.6 M) SOUTHEAST OF THE INTERSECTION OF SR
 FX0575'1202 AND SR 1210, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF SR 1210,
 FX0575'2.5 FT (0.8 M) SOUTHEAST OF A POWER POLE AND 2.5 FT (0.8 M) SOUTHEAST
 FX0575'OF A TELEPHONE PEDESTAL (1202R58E) .  NEW LATITUDE (36-26-34.6) AND
 FX0575'LONGITUDE (076-06-32.1) OBTAINED WITH HAND HELD MAPPING GRADE GPS
 FX0575'RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0254 ***********************************************************************
 EY0254  DESIGNATION -  B 178
 EY0254  PID         -  EY0254
 EY0254  STATE/COUNTY-  NC/WASHINGTON
 EY0254  USGS QUAD   -  ROPER NORTH (1978)
 EY0254
 EY0254                         *CURRENT SURVEY CONTROL
 EY0254  ___________________________________________________________________
 EY0254* NAD 83(1986)-  35 56 23.     (N)    076 36 12.     (W)     SCALED    
 EY0254* NAVD 88     -         1.780  (meters)       5.84   (feet)  ADJUSTED  
 EY0254  ___________________________________________________________________
 EY0254  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 EY0254  DYNAMIC HT  -           1.778 (meters)       5.83  (feet)  COMP
 EY0254  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 EY0254
 EY0254  VERT ORDER  -  FIRST     CLASS I
 EY0254
 EY0254.The horizontal coordinates were scaled from a topographic map and have
 EY0254.an estimated accuracy of +/- 6 seconds.
 EY0254
 EY0254.The orthometric height was determined by differential leveling
 EY0254.and adjusted in June 1991.
 EY0254
 EY0254.The geoid height was determined by GEOID03.
 EY0254
 EY0254.The dynamic height is computed by dividing the NAVD 88
 EY0254.geopotential number by the normal gravity value computed on the
 EY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0254.degrees latitude (g = 980.6199 gals.).
 EY0254
 EY0254.The modeled gravity was interpolated from observed gravity values.
 EY0254
 EY0254;                    North         East    Units  Estimated Accuracy
 EY0254;SPC NC       -   245,520.      825,830.      MT  (+/- 180 meters Scaled)
 EY0254
 EY0254                          SUPERSEDED SURVEY CONTROL
 EY0254
 EY0254  NGVD 29 (??/??/92)    2.115  (m)            6.94   (f) ADJ UNCH    1 1
 EY0254
 EY0254.Superseded values are not recommended for survey control.
 EY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0254.See file dsdata.txt to determine how the superseded data were derived.
 EY0254
 EY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE553784(NAD 83)
 EY0254_MARKER: DB = BENCH MARK DISK
 EY0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0254_STAMPING: B 178 1963
 EY0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0254+STABILITY: SURFACE MOTION
 EY0254
 EY0254  HISTORY     - Date     Condition        Report By
 EY0254  HISTORY     - 1963     MONUMENTED       CGS
 EY0254  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 EY0254
 EY0254                          STATION DESCRIPTION
 EY0254
 EY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0254'0.6 MI N FROM MACKEYS.
 EY0254'ABOUT 0.6 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0254'THE STATION AT MACKEYS, AT THE RAILWAY MAINTENANCE YARD AT THE
 EY0254'SOUTH END OF THE RAILWAY TRESTLE OVER ALBEMARLE SOUND, 309 FEET
 EY0254'SOUTHWEST OF SOUTH END OF BRIDGE, 114 FEET NORTH OF CENTER OF
 EY0254'PRIVATE ROAD CROSSING LEADING NORTHWEST TO YARD FOREMANS HOUSE,
 EY0254'42 FEET NORTHEAST OF EAST CORNER OF HOUSE, 17 FEET NORTHWEST OF
 EY0254'NORTHWEST RAIL OF MAIN TRACK, 3 FEET NORTHEAST OF A TELEPHONE
 EY0254'POLE, 11.5 FEET WEST SOUTHWEST OF A WOODEN WITNESS POST, 1 1/2
 EY0254'FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 EY0254'POST PROJECTING 2 INCHES.
 EY0254
 EY0254                          STATION RECOVERY (1985)
 EY0254
 EY0254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0254'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0707 ***********************************************************************
 FB0707  DESIGNATION -  B 179
 FB0707  PID         -  FB0707
 FB0707  STATE/COUNTY-  NC/MADISON
 FB0707  USGS QUAD   -  HOT SPRINGS (1991)
 FB0707
 FB0707                         *CURRENT SURVEY CONTROL
 FB0707  ___________________________________________________________________
 FB0707* NAD 83(1986)-  35 55 07.     (N)    082 52 15.     (W)     SCALED    
 FB0707* NAVD 88     -       392.101  (meters)    1286.42   (feet)  ADJUSTED  
 FB0707  ___________________________________________________________________
 FB0707  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB0707  DYNAMIC HT  -         391.715 (meters)    1285.15  (feet)  COMP
 FB0707  MODELED GRAV-     979,640.1   (mgal)                       NAVD 88
 FB0707
 FB0707  VERT ORDER  -  FIRST     CLASS I
 FB0707
 FB0707.The horizontal coordinates were scaled from a topographic map and have
 FB0707.an estimated accuracy of +/- 6 seconds.
 FB0707
 FB0707.The orthometric height was determined by differential leveling
 FB0707.and adjusted in June 1991.
 FB0707
 FB0707.The geoid height was determined by GEOID03.
 FB0707
 FB0707.The dynamic height is computed by dividing the NAVD 88
 FB0707.geopotential number by the normal gravity value computed on the
 FB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0707.degrees latitude (g = 980.6199 gals.).
 FB0707
 FB0707.The modeled gravity was interpolated from observed gravity values.
 FB0707
 FB0707;                    North         East    Units  Estimated Accuracy
 FB0707;SPC NC       -   247,380.      260,340.      MT  (+/- 180 meters Scaled)
 FB0707
 FB0707                          SUPERSEDED SURVEY CONTROL
 FB0707
 FB0707  NGVD 29 (??/??/92)  392.243  (m)         1286.88   (f) ADJ UNCH    1 1
 FB0707
 FB0707.Superseded values are not recommended for survey control.
 FB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0707.See file dsdata.txt to determine how the superseded data were derived.
 FB0707
 FB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV312765(NAD 83)
 FB0707_MARKER: DB = BENCH MARK DISK
 FB0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0707_SP_SET: ABUTMENT
 FB0707_STAMPING: B 179 1967
 FB0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0707
 FB0707  HISTORY     - Date     Condition        Report By
 FB0707  HISTORY     - 1967     MONUMENTED       CGS
 FB0707
 FB0707                          STATION DESCRIPTION
 FB0707
 FB0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0707'1.5 MI SE FROM PAINT ROCK.
 FB0707'ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0707'RAILROAD FROM THE RAILROAD BRIDGE OVER GRASS CREEK AT PAINT
 FB0707'ROCK, OR ABOUT 3.75 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY
 FB0707'COMPANY RAILROAD FROM THE STATION AT HOT SPRINGS, 0.25 MILE
 FB0707'SOUTHEAST OF MILEPOST 183, SET IN THE TOP OF THE SOUTH END OF
 FB0707'THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER SHUT-IN
 FB0707'CREEK, 5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 86 FEET
 FB0707'WEST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A ROAD,
 FB0707'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0795 ***********************************************************************
 FB0795  DESIGNATION -  B 180
 FB0795  PID         -  FB0795
 FB0795  STATE/COUNTY-  NC/BUNCOMBE
 FB0795  USGS QUAD   -  ASHEVILLE (1991)
 FB0795
 FB0795                         *CURRENT SURVEY CONTROL
 FB0795  ___________________________________________________________________
 FB0795* NAD 83(1986)-  35 35 33.     (N)    082 33 49.     (W)     SCALED    
 FB0795* NAVD 88     -       652.397  (meters)    2140.41   (feet)  ADJUSTED  
 FB0795  ___________________________________________________________________
 FB0795  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB0795  DYNAMIC HT  -         651.736 (meters)    2138.24  (feet)  COMP
 FB0795  MODELED GRAV-     979,597.7   (mgal)                       NAVD 88
 FB0795
 FB0795  VERT ORDER  -  FIRST     CLASS I
 FB0795
 FB0795.The horizontal coordinates were scaled from a topographic map and have
 FB0795.an estimated accuracy of +/- 6 seconds.
 FB0795
 FB0795.The orthometric height was determined by differential leveling
 FB0795.and adjusted in June 1991.
 FB0795
 FB0795.The geoid height was determined by GEOID03.
 FB0795
 FB0795.The dynamic height is computed by dividing the NAVD 88
 FB0795.geopotential number by the normal gravity value computed on the
 FB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0795.degrees latitude (g = 980.6199 gals.).
 FB0795
 FB0795.The modeled gravity was interpolated from observed gravity values.
 FB0795
 FB0795;                    North         East    Units  Estimated Accuracy
 FB0795;SPC NC       -   210,190.      286,750.      MT  (+/- 180 meters Scaled)
 FB0795
 FB0795                          SUPERSEDED SURVEY CONTROL
 FB0795
 FB0795  NGVD 29 (??/??/92)  652.494  (m)         2140.72   (f) ADJ UNCH    1 1
 FB0795
 FB0795.Superseded values are not recommended for survey control.
 FB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0795.See file dsdata.txt to determine how the superseded data were derived.
 FB0795
 FB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV583398(NAD 83)
 FB0795_MARKER: DB = BENCH MARK DISK
 FB0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0795_SP_SET: FOUNDATION
 FB0795_STAMPING: B 180 1967
 FB0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0795
 FB0795  HISTORY     - Date     Condition        Report By
 FB0795  HISTORY     - 1967     MONUMENTED       CGS
 FB0795
 FB0795                          STATION DESCRIPTION
 FB0795
 FB0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0795'1.3 MI NW FROM ASHEVILLE.
 FB0795'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0795'RAILROAD FROM THE STATION AT ASHEVILLE, THENCE 0.4 MILE EAST ALONG
 FB0795'U.S. HIGHWAYS 19 AND 23 WHICH IS PATTON AVENUE, AT THE EAST END OF
 FB0795'THE ACCESS RAMP TO THE HIGHWAYS, 54 FEET NORTH AND ACROSS THE
 FB0795'ACCESS RAMP FROM THE CENTERLINE OF PATTON AVENUE, 22 FEET NORTH OF
 FB0795'THE CENTERLINE OF THE NORTH TRAFFIC LANE OF THE ACCESS RAMP, SET
 FB0795'IN THE TOP OF THE EAST EDGE OF THE CONCRETE FOUNDATION FOR A METAL
 FB0795'POLE WHICH SUPPORTS A STREET LIGHT, 170 FEET NORTHWEST OF THE
 FB0795'CENTER OF THE INTERSECTION OF PATTON AVENUE AND HAYWOOD STREET,
 FB0795'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0094 ***********************************************************************
 FB0094  DESIGNATION -  B 181
 FB0094  PID         -  FB0094
 FB0094  STATE/COUNTY-  NC/MCDOWELL
 FB0094  USGS QUAD   -  MARION WEST (1994)
 FB0094
 FB0094                         *CURRENT SURVEY CONTROL
 FB0094  ___________________________________________________________________
 FB0094* NAD 83(1986)-  35 40 38.     (N)    082 04 00.     (W)     SCALED    
 FB0094* NAVD 88     -       414.473  (meters)    1359.82   (feet)  ADJUSTED  
 FB0094  ___________________________________________________________________
 FB0094  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FB0094  DYNAMIC HT  -         414.059 (meters)    1358.46  (feet)  COMP
 FB0094  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 FB0094
 FB0094  VERT ORDER  -  FIRST     CLASS I
 FB0094
 FB0094.The horizontal coordinates were scaled from a topographic map and have
 FB0094.an estimated accuracy of +/- 6 seconds.
 FB0094
 FB0094.The orthometric height was determined by differential leveling
 FB0094.and adjusted in June 1991.
 FB0094
 FB0094.The geoid height was determined by GEOID03.
 FB0094
 FB0094.The dynamic height is computed by dividing the NAVD 88
 FB0094.geopotential number by the normal gravity value computed on the
 FB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0094.degrees latitude (g = 980.6199 gals.).
 FB0094
 FB0094.The modeled gravity was interpolated from observed gravity values.
 FB0094
 FB0094;                    North         East    Units  Estimated Accuracy
 FB0094;SPC NC       -   218,080.      332,050.      MT  (+/- 180 meters Scaled)
 FB0094
 FB0094                          SUPERSEDED SURVEY CONTROL
 FB0094
 FB0094  NGVD 29 (??/??/92)  414.579  (m)         1360.16   (f) ADJ UNCH    1 1
 FB0094
 FB0094.Superseded values are not recommended for survey control.
 FB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0094.See file dsdata.txt to determine how the superseded data were derived.
 FB0094
 FB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV034486(NAD 83)
 FB0094_MARKER: DB = BENCH MARK DISK
 FB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0094_SP_SET: ROCK OUTCROP
 FB0094_STAMPING: B 181 1967
 FB0094_MARK LOGO: NGS   
 FB0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0094+STABILITY: SURFACE MOTION
 FB0094
 FB0094  HISTORY     - Date     Condition        Report By
 FB0094  HISTORY     - 1967     MONUMENTED       CGS
 FB0094  HISTORY     - 19890808 SEE DESCRIPTION  NCGS
 FB0094
 FB0094                          STATION DESCRIPTION
 FB0094
 FB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0094'1.9 MI SW FROM MARION.
 FB0094'ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0094'RAILROAD FROM THE STATION AT MARION, 0.3 MILE NORTHWEST OF THE
 FB0094'CROSSING OF THE RAILROAD AND A ROAD, 13 FEET SOUTHWEST OF THE
 FB0094'SOUTHWEST RAIL OF THE TRACK, SET IN THE TOP OF A ROCK OUTCROP,
 FB0094'40 FEET SOUTHEAST OF THE SOUTHWEST END OF A 48-INCH CONCRETE
 FB0094'TUBULAR CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 FB0094
 FB0094                          STATION RECOVERY (1989)
 FB0094
 FB0094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FB0094'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS CONSIDERED TO BE
 FB0094'PROBABLY DESTROYED. ALL THE ROCK OUTCROP IN THIS AREA IS SHALE AND
 FB0094'DETERIORATING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0061 ***********************************************************************
 FA0061  DESIGNATION -  B 182
 FA0061  PID         -  FA0061
 FA0061  STATE/COUNTY-  NC/DAVIDSON
 FA0061  USGS QUAD   -  LEXINGTON EAST (1994)
 FA0061
 FA0061                         *CURRENT SURVEY CONTROL
 FA0061  ___________________________________________________________________
 FA0061* NAD 83(1986)-  35 50 45.     (N)    080 10 29.     (W)     SCALED    
 FA0061* NAVD 88     -       205.032  (meters)     672.68   (feet)  ADJUSTED  
 FA0061  ___________________________________________________________________
 FA0061  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FA0061  DYNAMIC HT  -         204.852 (meters)     672.09  (feet)  COMP
 FA0061  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 FA0061
 FA0061  VERT ORDER  -  FIRST     CLASS I
 FA0061
 FA0061.The horizontal coordinates were scaled from a topographic map and have
 FA0061.an estimated accuracy of +/- 6 seconds.
 FA0061
 FA0061.The orthometric height was determined by differential leveling
 FA0061.and adjusted in June 1991.
 FA0061
 FA0061.The geoid height was determined by GEOID03.
 FA0061
 FA0061.The dynamic height is computed by dividing the NAVD 88
 FA0061.geopotential number by the normal gravity value computed on the
 FA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0061.degrees latitude (g = 980.6199 gals.).
 FA0061
 FA0061.The modeled gravity was interpolated from observed gravity values.
 FA0061
 FA0061;                    North         East    Units  Estimated Accuracy
 FA0061;SPC NC       -   233,120.      503,490.      MT  (+/- 180 meters Scaled)
 FA0061
 FA0061                          SUPERSEDED SURVEY CONTROL
 FA0061
 FA0061  NGVD 29 (??/??/92)  205.254  (m)          673.40   (f) ADJ UNCH    1 1
 FA0061
 FA0061.Superseded values are not recommended for survey control.
 FA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0061.See file dsdata.txt to determine how the superseded data were derived.
 FA0061
 FA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV745671(NAD 83)
 FA0061_MARKER: DB = BENCH MARK DISK
 FA0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0061_SP_SET: WATER TANK
 FA0061_STAMPING: B 182 1967
 FA0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0061
 FA0061  HISTORY     - Date     Condition        Report By
 FA0061  HISTORY     - 1967     MONUMENTED       CGS
 FA0061
 FA0061                          STATION DESCRIPTION
 FA0061
 FA0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0061'4.8 MI NE FROM LEXINGTON.
 FA0061'ABOUT 4.75 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0061'RAILROAD FROM THE STATION AT LEXINGTON, 78 FEET SOUTH AND ACROSS
 FA0061'THE TRACK FROM MILEPOST 312, 49 FEET SOUTH OF THE SOUTH RAIL OF
 FA0061'THE TRACK, SET IN THE CENTER OF THE TOP OF THE NORTHEAST ABANDONED
 FA0061'CONCRETE FOUNDATION FOR A WATER TANK, 124 FEET WEST OF THE
 FA0061'CENTERLINE OF A ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND,
 FA0061'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1055 ***********************************************************************
 FA1055  DESIGNATION -  B 183
 FA1055  PID         -  FA1055
 FA1055  STATE/COUNTY-  NC/MCDOWELL
 FA1055  USGS QUAD   -  MARION EAST (1994)
 FA1055
 FA1055                         *CURRENT SURVEY CONTROL
 FA1055  ___________________________________________________________________
 FA1055* NAD 83(1986)-  35 40 31.     (N)    081 59 38.     (W)     SCALED    
 FA1055* NAVD 88     -       401.271  (meters)    1316.50   (feet)  ADJUSTED  
 FA1055  ___________________________________________________________________
 FA1055  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 FA1055  DYNAMIC HT  -         400.868 (meters)    1315.18  (feet)  COMP
 FA1055  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 FA1055
 FA1055  VERT ORDER  -  FIRST     CLASS I
 FA1055
 FA1055.The horizontal coordinates were scaled from a topographic map and have
 FA1055.an estimated accuracy of +/- 6 seconds.
 FA1055
 FA1055.The orthometric height was determined by differential leveling
 FA1055.and adjusted in June 1991.
 FA1055
 FA1055.The geoid height was determined by GEOID03.
 FA1055
 FA1055.The dynamic height is computed by dividing the NAVD 88
 FA1055.geopotential number by the normal gravity value computed on the
 FA1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1055.degrees latitude (g = 980.6199 gals.).
 FA1055
 FA1055.The modeled gravity was interpolated from observed gravity values.
 FA1055
 FA1055;                    North         East    Units  Estimated Accuracy
 FA1055;SPC NC       -   217,660.      338,630.      MT  (+/- 180 meters Scaled)
 FA1055
 FA1055                          SUPERSEDED SURVEY CONTROL
 FA1055
 FA1055  NGVD 29 (??/??/92)  401.380  (m)         1316.86   (f) ADJ UNCH    1 1
 FA1055
 FA1055.Superseded values are not recommended for survey control.
 FA1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1055.See file dsdata.txt to determine how the superseded data were derived.
 FA1055
 FA1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV100483(NAD 83)
 FA1055_MARKER: DB = BENCH MARK DISK
 FA1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA1055_SP_SET: TRANSFORMER BUILDING
 FA1055_STAMPING: B 183 1967
 FA1055_MARK LOGO: CGS   
 FA1055_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1055+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1989
 FA1055
 FA1055  HISTORY     - Date     Condition        Report By
 FA1055  HISTORY     - 1967     MONUMENTED       CGS
 FA1055  HISTORY     - 19890112 GOOD             NCGS
 FA1055
 FA1055                          STATION DESCRIPTION
 FA1055
 FA1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA1055'2.3 MI SE FROM MARION.
 FA1055'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA1055'RAILROAD FROM THE STATION AT MARION, THENCE 1.15 MILES SOUTH
 FA1055'ALONG BALDWIN AVENUE, AT THE DUKE POWER COMPANY MARION MAIN
 FA1055'SUBSTATION, 105 YARDS NORTHWEST OF THE CENTERLINE OF BALDWIN
 FA1055'AVENUE, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST END OF A
 FA1055'5- X 24-FOOT ABANDONED CONCRETE FOUNDATION FOR A TRANSFORMER,
 FA1055'86 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 221 AND
 FA1055'STATE HIGHWAY 226, 71 FEET NORTHWEST OF THE WEST CORNER OF A
 FA1055'CONTROL BUILDING, 42 FEET NORTHEAST OF A CHAIN LINK FENCE, ABOUT
 FA1055'LEVEL WITH THE SURFACE OF THE GROUND, AND ABOUT 2 FEET ABOVE
 FA1055'THE LEVEL OF THE HIGHWAYS.
 FA1055
 FA1055                          STATION RECOVERY (1989)
 FA1055
 FA1055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FA1055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1005 ***********************************************************************
 FA1005  DESIGNATION -  B 184
 FA1005  PID         -  FA1005
 FA1005  STATE/COUNTY-  NC/BURKE
 FA1005  USGS QUAD   -  MORGANTON NORTH (1993)
 FA1005
 FA1005                         *CURRENT SURVEY CONTROL
 FA1005  ___________________________________________________________________
 FA1005* NAD 83(1986)-  35 45 09.     (N)    081 38 55.     (W)     SCALED    
 FA1005* NAVD 88     -       351.164  (meters)    1152.11   (feet)  ADJUSTED  
 FA1005  ___________________________________________________________________
 FA1005  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA1005  DYNAMIC HT  -         350.823 (meters)    1150.99  (feet)  COMP
 FA1005  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FA1005
 FA1005  VERT ORDER  -  FIRST     CLASS I
 FA1005
 FA1005.The horizontal coordinates were scaled from a topographic map and have
 FA1005.an estimated accuracy of +/- 6 seconds.
 FA1005
 FA1005.The orthometric height was determined by differential leveling
 FA1005.and adjusted in June 1991.
 FA1005
 FA1005.The geoid height was determined by GEOID03.
 FA1005
 FA1005.The dynamic height is computed by dividing the NAVD 88
 FA1005.geopotential number by the normal gravity value computed on the
 FA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1005.degrees latitude (g = 980.6199 gals.).
 FA1005
 FA1005.The modeled gravity was interpolated from observed gravity values.
 FA1005
 FA1005;                    North         East    Units  Estimated Accuracy
 FA1005;SPC NC       -   225,340.      370,100.      MT  (+/- 180 meters Scaled)
 FA1005
 FA1005                          SUPERSEDED SURVEY CONTROL
 FA1005
 FA1005  NGVD 29 (??/??/92)  351.309  (m)         1152.59   (f) ADJ UNCH    1 1
 FA1005
 FA1005.Superseded values are not recommended for survey control.
 FA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1005.See file dsdata.txt to determine how the superseded data were derived.
 FA1005
 FA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV413566(NAD 83)
 FA1005_MARKER: DB = BENCH MARK DISK
 FA1005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FA1005_SP_SET: 47 1/2 FEET
 FA1005_STAMPING: B 184 1967
 FA1005_MARK LOGO: CGS   
 FA1005_PROJECTION: FLUSH
 FA1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1005+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1998
 FA1005
 FA1005  HISTORY     - Date     Condition        Report By
 FA1005  HISTORY     - 1967     MONUMENTED       CGS
 FA1005  HISTORY     - 19980616 GOOD             NCGS
 FA1005
 FA1005                          STATION DESCRIPTION
 FA1005
 FA1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA1005'2.2 MI E FROM MORGANTON.
 FA1005'ABOUT 1.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA1005'RAILROAD FROM THE STATION AT MORGANTON, THENCE 0.55 MILE EAST
 FA1005'ALONG U.S. HIGHWAYS 64 AND 70, 0.15 MILE WEST OF THE PLEASANT
 FA1005'VIEW CHURCH, 51 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 FA1005'79 FEET NORTHWEST OF POWER POLE NUMBER 377, 70 FEET EAST OF THE
 FA1005'CENTERLINE OF A TRAIL ROAD, 3 1/2 FEET EAST OF A CONCRETE
 FA1005'RIGHT-OF-WAY MARKER POST FOR THE HIGHWAY, 1.6 FEET WEST OF A
 FA1005'METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 FA1005'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 FA1005'IS DRIVEN TO A DEPTH OF 47 1/2 FEET AND IS ENCASED IN A 6-INCH
 FA1005'CAST IRON PIPE WHICH PROJECTS 7 INCHES.
 FA1005
 FA1005                          STATION RECOVERY (1998)
 FA1005
 FA1005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA1005'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONS. 237.0 FT (72.2 M) EAST
 FA1005'OF CENTER LINE OF OLD HICKORY ROAD, AND 79.0 FT (24.1 M) NORTHWEST OF
 FA1005'UTILITY POLE NUMBER 377 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0660 ***********************************************************************
 FA0660  DESIGNATION -  B 185
 FA0660  PID         -  FA0660
 FA0660  STATE/COUNTY-  NC/CATAWBA
 FA0660  USGS QUAD   -  NEWTON (1993)
 FA0660
 FA0660                         *CURRENT SURVEY CONTROL
 FA0660  ___________________________________________________________________
 FA0660* NAD 83(1986)-  35 42 11.     (N)    081 10 34.     (W)     SCALED    
 FA0660* NAVD 88     -       300.539  (meters)     986.02   (feet)  ADJUSTED  
 FA0660  ___________________________________________________________________
 FA0660  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FA0660  DYNAMIC HT  -         300.259 (meters)     985.10  (feet)  COMP
 FA0660  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 FA0660
 FA0660  VERT ORDER  -  FIRST     CLASS I
 FA0660
 FA0660.The horizontal coordinates were scaled from a topographic map and have
 FA0660.an estimated accuracy of +/- 6 seconds.
 FA0660
 FA0660.The orthometric height was determined by differential leveling
 FA0660.and adjusted in June 1991.
 FA0660
 FA0660.The geoid height was determined by GEOID03.
 FA0660
 FA0660.The dynamic height is computed by dividing the NAVD 88
 FA0660.geopotential number by the normal gravity value computed on the
 FA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0660.degrees latitude (g = 980.6199 gals.).
 FA0660
 FA0660.The modeled gravity was interpolated from observed gravity values.
 FA0660
 FA0660;                    North         East    Units  Estimated Accuracy
 FA0660;SPC NC       -   218,810.      412,700.      MT  (+/- 180 meters Scaled)
 FA0660
 FA0660                          SUPERSEDED SURVEY CONTROL
 FA0660
 FA0660  NGVD 29 (??/??/92)  300.748  (m)          986.70   (f) ADJ UNCH    1 1
 FA0660
 FA0660.Superseded values are not recommended for survey control.
 FA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0660.See file dsdata.txt to determine how the superseded data were derived.
 FA0660
 FA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV840510(NAD 83)
 FA0660_MARKER: DB = BENCH MARK DISK
 FA0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0660_SP_SET: FOUNDATION
 FA0660_STAMPING: B 185 1967
 FA0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0660
 FA0660  HISTORY     - Date     Condition        Report By
 FA0660  HISTORY     - 1967     MONUMENTED       CGS
 FA0660  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 FA0660
 FA0660                          STATION DESCRIPTION
 FA0660
 FA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0660'1.8 MI SW FROM CLAREMONT.
 FA0660'ABOUT 1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0660'RAILROAD FROM THE STATION AT CLAREMONT, OR ABOUT 3.25 MILES
 FA0660'NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 FA0660'STATION AT NEWTON, 0.35 MILE SOUTHWEST OF MILEPOST 44, 128 FEET
 FA0660'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 FA0660'PRIVATE ROAD, 28 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 FA0660'TRACK, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 FA0660'FOUNDATION FOR THE WEST STEEL LEG OF RAILROAD RADIO TOWER NUMBER
 FA0660'62, 22 FEET SOUTHWEST OF A SMALL METAL BUILDING, ABOUT 1/2 FOOT
 FA0660'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET BELOW THE LEVEL
 FA0660'OF THE TRACK.
 FA0660
 FA0660                          STATION RECOVERY (2002)
 FA0660
 FA0660'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0557 ***********************************************************************
 FA0557  DESIGNATION -  B 186
 FA0557  PID         -  FA0557
 FA0557  STATE/COUNTY-  NC/ROWAN
 FA0557  USGS QUAD   -  CLEVELAND (1988)
 FA0557
 FA0557                         *CURRENT SURVEY CONTROL
 FA0557  ___________________________________________________________________
 FA0557* NAD 83(1986)-  35 44 43.     (N)    080 42 49.     (W)     SCALED    
 FA0557* NAVD 88     -       234.338  (meters)     768.82   (feet)  ADJUSTED  
 FA0557  ___________________________________________________________________
 FA0557  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FA0557  DYNAMIC HT  -         234.130 (meters)     768.14  (feet)  COMP
 FA0557  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 FA0557
 FA0557  VERT ORDER  -  FIRST     CLASS I
 FA0557
 FA0557.The horizontal coordinates were scaled from a topographic map and have
 FA0557.an estimated accuracy of +/- 6 seconds.
 FA0557
 FA0557.The orthometric height was determined by differential leveling
 FA0557.and adjusted in June 1991.
 FA0557
 FA0557.The geoid height was determined by GEOID03.
 FA0557
 FA0557.The dynamic height is computed by dividing the NAVD 88
 FA0557.geopotential number by the normal gravity value computed on the
 FA0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0557.degrees latitude (g = 980.6199 gals.).
 FA0557
 FA0557.The modeled gravity was interpolated from observed gravity values.
 FA0557
 FA0557;                    North         East    Units  Estimated Accuracy
 FA0557;SPC NC       -   222,680.      454,620.      MT  (+/- 180 meters Scaled)
 FA0557
 FA0557                          SUPERSEDED SURVEY CONTROL
 FA0557
 FA0557  NGVD 29 (??/??/92)  234.552  (m)          769.53   (f) ADJ UNCH    1 1
 FA0557
 FA0557.Superseded values are not recommended for survey control.
 FA0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0557.See file dsdata.txt to determine how the superseded data were derived.
 FA0557
 FA0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV258557(NAD 83)
 FA0557_MARKER: DB = BENCH MARK DISK
 FA0557_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FA0557_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FA0557_STAMPING: B 186 1967
 FA0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0557
 FA0557  HISTORY     - Date     Condition        Report By
 FA0557  HISTORY     - 1967     MONUMENTED       CGS
 FA0557
 FA0557                          STATION DESCRIPTION
 FA0557
 FA0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0557'2.4 MI W FROM CLEVELAND.
 FA0557'ABOUT 0.1 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 FA0557'AT CLEVELAND, THENCE 2.25 MILES WEST ALONG THE SOUTHERN RAILWAY
 FA0557'COMPANY RAILROAD, 14 TELEPHONE POLES SOUTHEAST OF MILEPOST 16,
 FA0557'48 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 210
 FA0557'YARDS EAST OF A BRICK HOUSE, 16 FEET NORTHWEST OF A TELEPHONE POLE
 FA0557'WHICH IS BRACED BY A GUY WIRE AND IN LINE WITH A ROW OF TELEPHONE
 FA0557'POLES, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 1/2
 FA0557'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH
 FA0557'IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1246 ***********************************************************************
 FY1246  DESIGNATION -  B 187
 FY1246  PID         -  FY1246
 FY1246  STATE/COUNTY-  NC/GUILFORD
 FY1246  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1246
 FY1246                         *CURRENT SURVEY CONTROL
 FY1246  ___________________________________________________________________
 FY1246* NAD 83(1986)-  36 05 09.     (N)    079 42 30.     (W)     SCALED    
 FY1246* NAVD 88     -       230.598  (meters)     756.55   (feet)  ADJUSTED  
 FY1246  ___________________________________________________________________
 FY1246  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FY1246  DYNAMIC HT  -         230.410 (meters)     755.94  (feet)  COMP
 FY1246  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 FY1246
 FY1246  VERT ORDER  -  FIRST     CLASS I
 FY1246
 FY1246.The horizontal coordinates were scaled from a topographic map and have
 FY1246.an estimated accuracy of +/- 6 seconds.
 FY1246
 FY1246.The orthometric height was determined by differential leveling
 FY1246.and adjusted in June 1991.
 FY1246
 FY1246.The geoid height was determined by GEOID03.
 FY1246
 FY1246.The dynamic height is computed by dividing the NAVD 88
 FY1246.geopotential number by the normal gravity value computed on the
 FY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1246.degrees latitude (g = 980.6199 gals.).
 FY1246
 FY1246.The modeled gravity was interpolated from observed gravity values.
 FY1246
 FY1246;                    North         East    Units  Estimated Accuracy
 FY1246;SPC NC       -   259,350.      545,810.      MT  (+/- 180 meters Scaled)
 FY1246
 FY1246                          SUPERSEDED SURVEY CONTROL
 FY1246
 FY1246  NGVD 29 (??/??/92)  230.839  (m)          757.34   (f) ADJ UNCH    1 1
 FY1246
 FY1246.Superseded values are not recommended for survey control.
 FY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1246.See file dsdata.txt to determine how the superseded data were derived.
 FY1246
 FY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV162942(NAD 83)
 FY1246_MARKER: DB = BENCH MARK DISK
 FY1246_SETTING: 80 = SET IN A BOULDER
 FY1246_SP_SET: BOULDER
 FY1246_STAMPING: B 187 1967
 FY1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1246+STABILITY: SURFACE MOTION
 FY1246
 FY1246  HISTORY     - Date     Condition        Report By
 FY1246  HISTORY     - 1967     MONUMENTED       CGS
 FY1246  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY1246  HISTORY     - 20040912 MARK NOT FOUND   USPSQD
 FY1246
 FY1246                          STATION DESCRIPTION
 FY1246
 FY1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1246'3.2 MI W FROM MC LEANSVILLE.
 FY1246'ABOUT 3.2 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1246'FROM THE CROSSING OF THE RAILROAD AND COUNTY ROAD 2819 AT
 FY1246'MC LEANSVILLE, OR ABOUT 4.55 MILES EAST ALONG THE SOUTHERN RAILWAY
 FY1246'COMPANY RAILROAD FROM THE STATION AT GREENSBORO, 0.2 MILE WEST OF
 FY1246'MILEPOST 5, 0.1 MILE WEST OF A CROSSING OF THE RAILROAD AND A
 FY1246'ROAD, 99 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, SET IN THE
 FY1246'TOP OF A LARGE BOULDER WHICH PROJECTS 12 INCHES, 60 1/2 FEET SOUTH
 FY1246'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, AND ABOUT 8
 FY1246'FEET BELOW THE LEVEL OF THE TRACK.
 FY1246
 FY1246                          STATION RECOVERY (1984)
 FY1246
 FY1246'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY1246'MARK NOT FOUND.
 FY1246
 FY1246                          STATION RECOVERY (2004)
 FY1246
 FY1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0960 ***********************************************************************
 FY0960  DESIGNATION -  B 188
 FY0960  PID         -  FY0960
 FY0960  STATE/COUNTY-  NC/ORANGE
 FY0960  USGS QUAD   -  HILLSBOROUGH (1994)
 FY0960
 FY0960                         *CURRENT SURVEY CONTROL
 FY0960  ___________________________________________________________________
 FY0960* NAD 83(1986)-  36 02 02.     (N)    079 01 18.     (W)     SCALED    
 FY0960* NAVD 88     -       141.401  (meters)     463.91   (feet)  ADJUSTED  
 FY0960  ___________________________________________________________________
 FY0960  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FY0960  DYNAMIC HT  -         141.287 (meters)     463.54  (feet)  COMP
 FY0960  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 FY0960
 FY0960  VERT ORDER  -  FIRST     CLASS I
 FY0960
 FY0960.The horizontal coordinates were scaled from a topographic map and have
 FY0960.an estimated accuracy of +/- 6 seconds.
 FY0960
 FY0960.The orthometric height was determined by differential leveling
 FY0960.and adjusted in June 1991.
 FY0960
 FY0960.The geoid height was determined by GEOID03.
 FY0960
 FY0960.The dynamic height is computed by dividing the NAVD 88
 FY0960.geopotential number by the normal gravity value computed on the
 FY0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0960.degrees latitude (g = 980.6199 gals.).
 FY0960
 FY0960.The modeled gravity was interpolated from observed gravity values.
 FY0960
 FY0960;                    North         East    Units  Estimated Accuracy
 FY0960;SPC NC       -   253,360.      607,650.      MT  (+/- 180 meters Scaled)
 FY0960
 FY0960                          SUPERSEDED SURVEY CONTROL
 FY0960
 FY0960  NGVD 29 (03/05/92)  141.641  (m)          464.70   (f) ADJUSTED    1 1
 FY0960
 FY0960.Superseded values are not recommended for survey control.
 FY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0960.See file dsdata.txt to determine how the superseded data were derived.
 FY0960
 FY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV782895(NAD 83)
 FY0960_MARKER: DB = BENCH MARK DISK
 FY0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0960_STAMPING: B 188 1967
 FY0960_MARK LOGO: CGS   
 FY0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0960+STABILITY: SURFACE MOTION
 FY0960
 FY0960  HISTORY     - Date     Condition        Report By
 FY0960  HISTORY     - 1967     MONUMENTED       CGS
 FY0960  HISTORY     - 1978     GOOD             NCDOT
 FY0960  HISTORY     - 1981     GOOD             NCGS
 FY0960  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FY0960
 FY0960                          STATION DESCRIPTION
 FY0960
 FY0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY0960'6.3 MI SE FROM HILLSBOROUGH.
 FY0960'ABOUT 6.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FY0960'RAILROAD FROM THE STATION AT HILLSBOROUGH, 0.8 MILE EAST OF A
 FY0960'CROSSING OF THE RAILROAD AND A ROAD AT THE SMALL COMMUNITY OF
 FY0960'UNIVERSITY, 100 FEET EAST OF THE CENTER OF A CROSSING OF THE
 FY0960'RAILROAD AND A DIRT ROAD, 19 FEET NORTH OF THE NORTH RAIL OF THE
 FY0960'MAIN TRACK, 12 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 1.0
 FY0960'FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 FY0960'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FY0960'6 INCHES.
 FY0960
 FY0960                          STATION RECOVERY (1978)
 FY0960
 FY0960'RECOVERY NOTE BY 
NC DOT 1978
 FY0960'RECOVERED IN GOOD CONDITION.
 FY0960
 FY0960                          STATION RECOVERY (1981)
 FY0960
 FY0960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY0960'RECOVERED IN GOOD CONDITION.
 FY0960
 FY0960                          STATION RECOVERY (1984)
 FY0960
 FY0960'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY0960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0649 ***********************************************************************
 EZ0649  DESIGNATION -  B 189
 EZ0649  PID         -  EZ0649
 EZ0649  STATE/COUNTY-  NC/WAKE
 EZ0649  USGS QUAD   -  CARY (1993)
 EZ0649
 EZ0649                         *CURRENT SURVEY CONTROL
 EZ0649  ___________________________________________________________________
 EZ0649* NAD 83(1986)-  35 50 12.     (N)    078 49 48.     (W)     SCALED    
 EZ0649* NAVD 88     -       103.831  (meters)     340.65   (feet)  ADJUSTED  
 EZ0649  ___________________________________________________________________
 EZ0649  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 EZ0649  DYNAMIC HT  -         103.744 (meters)     340.37  (feet)  COMP
 EZ0649  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 EZ0649
 EZ0649  VERT ORDER  -  FIRST     CLASS I
 EZ0649
 EZ0649.The horizontal coordinates were scaled from a topographic map and have
 EZ0649.an estimated accuracy of +/- 6 seconds.
 EZ0649
 EZ0649.The orthometric height was determined by differential leveling
 EZ0649.and adjusted in June 1991.
 EZ0649
 EZ0649.The geoid height was determined by GEOID03.
 EZ0649
 EZ0649.The dynamic height is computed by dividing the NAVD 88
 EZ0649.geopotential number by the normal gravity value computed on the
 EZ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0649.degrees latitude (g = 980.6199 gals.).
 EZ0649
 EZ0649.The modeled gravity was interpolated from observed gravity values.
 EZ0649
 EZ0649;                    North         East    Units  Estimated Accuracy
 EZ0649;SPC NC       -   231,490.      624,960.      MT  (+/- 180 meters Scaled)
 EZ0649
 EZ0649                          SUPERSEDED SURVEY CONTROL
 EZ0649
 EZ0649  NGVD 29 (??/??/92)  104.085  (m)          341.49   (f) ADJ UNCH    1 1
 EZ0649
 EZ0649.Superseded values are not recommended for survey control.
 EZ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0649.See file dsdata.txt to determine how the superseded data were derived.
 EZ0649
 EZ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV959680(NAD 83)
 EZ0649_MARKER: DB = BENCH MARK DISK
 EZ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0649_STAMPING: B 189 1967
 EZ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0649+STABILITY: SURFACE MOTION
 EZ0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0649+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 EZ0649
 EZ0649  HISTORY     - Date     Condition        Report By
 EZ0649  HISTORY     - 1967     MONUMENTED       CGS
 EZ0649  HISTORY     - 1984     GOOD             USPSQD
 EZ0649  HISTORY     - 1989     GOOD             USPSQD
 EZ0649  HISTORY     - 20060916 GOOD             GEOCAC
 EZ0649
 EZ0649                          STATION DESCRIPTION
 EZ0649
 EZ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EZ0649'0.9 MI NW FROM MORRISVILLE.
 EZ0649'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0649'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 0.2 MILE NORTHWEST
 EZ0649'OF MILEPOST 68, 27 FEET EAST OF THE EAST RAIL OF THE TRACK, 68
 EZ0649'FEET WEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 58 FEET
 EZ0649'WEST OF A 12-INCH OAK TREE, 9 FEET SOUTH OF A TELEPHONE POLE,
 EZ0649'121 FEET NORTH OF BENCH MARK MOBILE (NCGS) 1.6 FEET NORTH OF
 EZ0649'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 EZ0649'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 EZ0649
 EZ0649                          STATION RECOVERY (1984)
 EZ0649
 EZ0649'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ0649'RECOVERED IN GOOD CONDITION.
 EZ0649
 EZ0649                          STATION RECOVERY (1989)
 EZ0649
 EZ0649'RECOVERY NOTE BY US POWER SQUADRON 1989 (MSG)
 EZ0649'RECOVERED IN GOOD CONDITION.
 EZ0649
 EZ0649                          STATION RECOVERY (2006)
 EZ0649
 EZ0649'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0649'RECOVERED IN GOOD CONDITION AT THE ENTRANCE TO TRUSS BUILDERS, 10401
 EZ0649'CHAPEL HILL ROAD. DELETE REFERENCE TO FRAME HOUSE.
 EZ0649'HH2 GPS COORDINATES N35 50 11.9, W078 49 48.43.
 EZ0649' 
 EZ0649' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0762 ***********************************************************************
 EZ0762  DESIGNATION -  B 190
 EZ0762  PID         -  EZ0762
 EZ0762  STATE/COUNTY-  NC/WAKE
 EZ0762  USGS QUAD   -  GARNER (1993)
 EZ0762
 EZ0762                         *CURRENT SURVEY CONTROL
 EZ0762  ___________________________________________________________________
 EZ0762* NAD 83(1986)-  35 42 02.     (N)    078 34 38.     (W)     SCALED    
 EZ0762* NAVD 88     -       114.578  (meters)     375.91   (feet)  ADJUSTED  
 EZ0762  ___________________________________________________________________
 EZ0762  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EZ0762  DYNAMIC HT  -         114.476 (meters)     375.58  (feet)  COMP
 EZ0762  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 EZ0762
 EZ0762  VERT ORDER  -  FIRST     CLASS I
 EZ0762
 EZ0762.The horizontal coordinates were scaled from a topographic map and have
 EZ0762.an estimated accuracy of +/- 6 seconds.
 EZ0762
 EZ0762.The orthometric height was determined by differential leveling
 EZ0762.and adjusted in June 1991.
 EZ0762
 EZ0762.The geoid height was determined by GEOID03.
 EZ0762
 EZ0762.The dynamic height is computed by dividing the NAVD 88
 EZ0762.geopotential number by the normal gravity value computed on the
 EZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0762.degrees latitude (g = 980.6199 gals.).
 EZ0762
 EZ0762.The modeled gravity was interpolated from observed gravity values.
 EZ0762
 EZ0762;                    North         East    Units  Estimated Accuracy
 EZ0762;SPC NC       -   216,460.      647,860.      MT  (+/- 180 meters Scaled)
 EZ0762
 EZ0762                          SUPERSEDED SURVEY CONTROL
 EZ0762
 EZ0762  NGVD 29 (??/??/92)  114.852  (m)          376.81   (f) ADJ UNCH    1 1
 EZ0762
 EZ0762.Superseded values are not recommended for survey control.
 EZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0762.See file dsdata.txt to determine how the superseded data were derived.
 EZ0762
 EZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV192534(NAD 83)
 EZ0762_MARKER: DB = BENCH MARK DISK
 EZ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0762_STAMPING: B 190 1967
 EZ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0762+STABILITY: SURFACE MOTION
 EZ0762
 EZ0762  HISTORY     - Date     Condition        Report By
 EZ0762  HISTORY     - 1967     MONUMENTED       CGS
 EZ0762  HISTORY     - 1968     GOOD             NGS
 EZ0762  HISTORY     - 1978     GOOD             DOD
 EZ0762
 EZ0762                          STATION DESCRIPTION
 EZ0762
 EZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0762'1.6 MI SE FROM GARNER.
 EZ0762'ABOUT 1.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0762'RAILROAD FROM THE STATION AT GARNER, 0.45 MILE NORTHWEST OF
 EZ0762'MILEPOST 89, 21 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 EZ0762'45 1/2 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 EZ0762'AND A DIRT ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 EZ0762'ROAD, 24 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET WEST
 EZ0762'OF A METAL WITNESS POST, ABOUT 1.0 FOOT BELOW THE LEVEL OF THE
 EZ0762'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EZ0762'10 INCHES.
 EZ0762
 EZ0762                          STATION RECOVERY (1978)
 EZ0762
 EZ0762'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0816 ***********************************************************************
 EY0816  DESIGNATION -  B 191
 EY0816  PID         -  EY0816
 EY0816  STATE/COUNTY-  NC/LENOIR
 EY0816  USGS QUAD   -  KINSTON (1983)
 EY0816
 EY0816                         *CURRENT SURVEY CONTROL
 EY0816  ___________________________________________________________________
 EY0816* NAD 83(1986)-  35 15 10.     (N)    077 34 00.     (W)     SCALED    
 EY0816* NAVD 88     -         9.569  (meters)      31.39   (feet)  ADJUSTED  
 EY0816  ___________________________________________________________________
 EY0816  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EY0816  DYNAMIC HT  -           9.561 (meters)      31.37  (feet)  COMP
 EY0816  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 EY0816  OBS GRAVITY -     979,737.7   (mgal)                       GRAV_OBS
 EY0816
 EY0816  VERT ORDER  -  FIRST     CLASS I
 EY0816
 EY0816.The horizontal coordinates were scaled from a topographic map and have
 EY0816.an estimated accuracy of +/- 6 seconds.
 EY0816
 EY0816.The orthometric height was determined by differential leveling
 EY0816.and adjusted in June 1991.
 EY0816.WARNING-Repeat measurements at this control monument indicate possible
 EY0816.vertical movement.
 EY0816
 EY0816.The geoid height was determined by GEOID03.
 EY0816
 EY0816.The dynamic height is computed by dividing the NAVD 88
 EY0816.geopotential number by the normal gravity value computed on the
 EY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0816.degrees latitude (g = 980.6199 gals.).
 EY0816
 EY0816.The modeled gravity was interpolated from observed gravity values.
 EY0816.The observed gravity was obtained from relative gravimeter ties
 EY0816.to the IGSN71 gravity network.
 EY0816
 EY0816;                    North         East    Units  Estimated Accuracy
 EY0816;SPC NC       -   167,650.      740,020.      MT  (+/- 180 meters Scaled)
 EY0816
 EY0816                          SUPERSEDED SURVEY CONTROL
 EY0816
 EY0816  NGVD 29 (??/??/92)    9.924  (m)           32.56   (f) ADJ UNCH    1 1
 EY0816
 EY0816.Superseded values are not recommended for survey control.
 EY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0816.See file dsdata.txt to determine how the superseded data were derived.
 EY0816
 EY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE664040(NAD 83)
 EY0816_MARKER: DB = BENCH MARK DISK
 EY0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0816_STAMPING: B 191 1968
 EY0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0816+STABILITY: SURFACE MOTION
 EY0816
 EY0816  HISTORY     - Date     Condition        Report By
 EY0816  HISTORY     - 1968     MONUMENTED       CGS
 EY0816  HISTORY     - 1978     GOOD             NCGS
 EY0816  HISTORY     - 1978     GOOD             DOD
 EY0816
 EY0816                          STATION DESCRIPTION
 EY0816
 EY0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EY0816'1 MI SE FROM KINSTON.
 EY0816'ABOUT 1.0 MILE SOUTHEAST ALONG THE ATLANTIC AND EAST CAROLINA
 EY0816'RAILWAY RAILROAD FROM THE FREIGHT STATION AT KINSTON, 6 RAILS
 EY0816'SOUTHEAST OF MILEPOST 27, 132 FEET SOUTHEAST OF THE CENTER OF A
 EY0816'CROSSING OF THE RAILROAD AND UNIVERSITY STREET, 24 FEET NORTHEAST
 EY0816'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 26 FEET SOUTHWEST OF THE
 EY0816'CENTERLINE OF ADKIN STREET, 8 FEET NORTHEAST OF THE NORTHEAST
 EY0816'RAIL OF A SIDETRACK, 4 FEET NORTHWEST OF TELEPHONE POLE NUMBER
 EY0816'43, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 EY0816'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 EY0816'PROJECTS 6 INCHES.
 EY0816
 EY0816                          STATION RECOVERY (1978)
 EY0816
 EY0816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0816'RECOVERED IN GOOD CONDITION.
 EY0816
 EY0816                          STATION RECOVERY (1978)
 EY0816
 EY0816'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0046 ***********************************************************************
 EZ0046  DESIGNATION -  B 192
 EZ0046  PID         -  EZ0046
 EZ0046  STATE/COUNTY-  NC/JOHNSTON
 EZ0046  USGS QUAD   -  SELMA (1988)
 EZ0046
 EZ0046                         *CURRENT SURVEY CONTROL
 EZ0046  ___________________________________________________________________
 EZ0046* NAD 83(1986)-  35 30 58.     (N)    078 15 00.     (W)     SCALED    
 EZ0046* NAVD 88     -        46.404  (meters)     152.24   (feet)  ADJUSTED  
 EZ0046  ___________________________________________________________________
 EZ0046  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 EZ0046  DYNAMIC HT  -          46.363 (meters)     152.11  (feet)  COMP
 EZ0046  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 EZ0046  OBS GRAVITY -     979,750.4   (mgal)                       GRAV_OBS
 EZ0046
 EZ0046  VERT ORDER  -  FIRST     CLASS I
 EZ0046
 EZ0046.The horizontal coordinates were scaled from a topographic map and have
 EZ0046.an estimated accuracy of +/- 6 seconds.
 EZ0046
 EZ0046.The orthometric height was determined by differential leveling
 EZ0046.and adjusted in June 1991.
 EZ0046
 EZ0046.The geoid height was determined by GEOID03.
 EZ0046
 EZ0046.The dynamic height is computed by dividing the NAVD 88
 EZ0046.geopotential number by the normal gravity value computed on the
 EZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0046.degrees latitude (g = 980.6199 gals.).
 EZ0046
 EZ0046.The modeled gravity was interpolated from observed gravity values.
 EZ0046.The observed gravity was obtained from relative gravimeter ties
 EZ0046.to the IGSN71 gravity network.
 EZ0046
 EZ0046;                    North         East    Units  Estimated Accuracy
 EZ0046;SPC NC       -   196,170.      677,630.      MT  (+/- 180 meters Scaled)
 EZ0046
 EZ0046                          SUPERSEDED SURVEY CONTROL
 EZ0046
 EZ0046  NGVD 29 (??/??/92)   46.703  (m)          153.22   (f) ADJ UNCH    1 1
 EZ0046
 EZ0046.Superseded values are not recommended for survey control.
 EZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0046.See file dsdata.txt to determine how the superseded data were derived.
 EZ0046
 EZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV493337(NAD 83)
 EZ0046_MARKER: DB = BENCH MARK DISK
 EZ0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0046_SP_SET: CULVERT
 EZ0046_STAMPING: B 192 1968
 EZ0046_MARK LOGO: CGS   
 EZ0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0046
 EZ0046  HISTORY     - Date     Condition        Report By
 EZ0046  HISTORY     - 1968     MONUMENTED       CGS
 EZ0046  HISTORY     - 1978     GOOD             DOD
 EZ0046  HISTORY     - 1979     GOOD             NCDOT
 EZ0046
 EZ0046                          STATION DESCRIPTION
 EZ0046
 EZ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EZ0046'0.2 MI NW FROM PINE LEVEL.
 EZ0046'ABOUT 0.25 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0046'RAILROAD FROM THE POST OFFICE AT PINE LEVEL, SET IN THE TOP OF
 EZ0046'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 EZ0046'DOUBLE-CHANNEL CULVERT UNDER SECONDARY ROAD 1927, 37 FEET
 EZ0046'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 20 FEET SOUTHWEST
 EZ0046'OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND
 EZ0046'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 EZ0046
 EZ0046                          STATION RECOVERY (1978)
 EZ0046
 EZ0046'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0046'RECOVERED IN GOOD CONDITION.
 EZ0046
 EZ0046                          STATION RECOVERY (1979)
 EZ0046
 EZ0046'RECOVERY NOTE BY 
NC DOT 1979
 EZ0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0259 ***********************************************************************
 EX0259  DESIGNATION -  B 193
 EX0259  PID         -  EX0259
 EX0259  STATE/COUNTY-  NC/DARE
 EX0259  USGS QUAD   -  HATTERAS (1987)
 EX0259
 EX0259                         *CURRENT SURVEY CONTROL
 EX0259  ___________________________________________________________________
 EX0259* NAD 83(2007)-  35 13 00.68106(N)    075 40 06.19451(W)     ADJUSTED  
 EX0259* NAVD 88     -         1.754  (meters)       5.75   (feet)  ADJUSTED  
 EX0259  ___________________________________________________________________
 EX0259  EPOCH DATE  -        2002.00
 EX0259  X           -   1,291,274.007 (meters)                     COMP
 EX0259  Y           -  -5,054,217.034 (meters)                     COMP
 EX0259  Z           -   3,657,527.071 (meters)                     COMP
 EX0259  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EX0259  ELLIP HEIGHT-         -36.904 (meters)          (01/11/08) ADJUSTED
 EX0259  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 EX0259  DYNAMIC HT  -           1.752 (meters)       5.75  (feet)  COMP
 EX0259  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 EX0259
 EX0259  HORZ ORDER  -  FIRST
 EX0259  VERT ORDER  -  SECOND    CLASS I
 EX0259  ELLP ORDER  -  FOURTH    CLASS II
 EX0259
 EX0259.The horizontal coordinates were established by GPS observations
 EX0259.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2008.
 EX0259
 EX0259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0259.The horizontal coordinates are valid at the epoch date displayed above.
 EX0259.The epoch date for horizontal control is a decimal equivalence
 EX0259.of Year/Month/Day.
 EX0259
 EX0259.The orthometric height was determined by differential leveling
 EX0259.and adjusted in June 1991.
 EX0259
 EX0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0259
 EX0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0259
 EX0259.The ellipsoidal height was determined by GPS observations
 EX0259.and is referenced to NAD 83.
 EX0259
 EX0259.The geoid height was determined by GEOID03.
 EX0259
 EX0259.The dynamic height is computed by dividing the NAVD 88
 EX0259.geopotential number by the normal gravity value computed on the
 EX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0259.degrees latitude (g = 980.6199 gals.).
 EX0259
 EX0259.The modeled gravity was interpolated from observed gravity values.
 EX0259
 EX0259;                    North         East     Units Scale Factor Converg.
 EX0259;SPC NC       -   167,807.156   912,837.947   MT  0.99987278   +1 55 22.5
 EX0259;SPC NC       -   550,547.31  2,994,869.16   sFT  0.99987278   +1 55 22.5
 EX0259;UTM  18      - 3,897,296.600   439,169.429   MT  0.99964560   -0 23 07.6
 EX0259
 EX0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0259!SPC NC       -   1.00000579  x   0.99987278  =   0.99987857
 EX0259!UTM  18      -   1.00000579  x   0.99964560  =   0.99965139
 EX0259
 EX0259|---------------------------------------------------------------------|
 EX0259| PID    Reference Object                     Distance      Geod. Az  |
 EX0259|                                                           dddmmss.s |
 EX0259| DK3461 NC 12 13                            397.583 METERS 25825     |
 EX0259|---------------------------------------------------------------------|
 EX0259
 EX0259                          SUPERSEDED SURVEY CONTROL
 EX0259
 EX0259  NAVD 88 (01/11/08)    1.75   (m)            5.7    (f) LEVELING    3  
 EX0259  NGVD 29 (??/??/92)    2.082  (m)            6.83   (f) ADJ UNCH    2 1
 EX0259
 EX0259.Superseded values are not recommended for survey control.
 EX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0259.See file dsdata.txt to determine how the superseded data were derived.
 EX0259
 EX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3916997297(NAD 83)
 EX0259_MARKER: DV = VERTICAL CONTROL DISK
 EX0259_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0259+WITH SETTING: INTO GROUND
 EX0259_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0259_STAMPING: B 193 1977
 EX0259_MARK LOGO: NGS   
 EX0259_PROJECTION: PROJECTING 18 CENTIMETERS
 EX0259_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0259+STABILITY: SURFACE MOTION
 EX0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0259+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0259_ROD/PIPE-DEPTH: 1.22 meters
 EX0259
 EX0259  HISTORY     - Date     Condition        Report By
 EX0259  HISTORY     - 1977     MONUMENTED       NGS
 EX0259  HISTORY     - 19850101 GOOD             NCGS
 EX0259  HISTORY     - 1987     GOOD             USPSQD
 EX0259  HISTORY     - 1988     GOOD             USPSQD
 EX0259  HISTORY     - 19910713 GOOD             USPSQD
 EX0259  HISTORY     - 20000620 GOOD             NCDOT
 EX0259  HISTORY     - 20030821 GOOD             USPSQD
 EX0259
 EX0259                          STATION DESCRIPTION
 EX0259
 EX0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0259'1.3 MI NE FROM HATTERAS.
 EX0259'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0259'HATTERAS, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, WHERE
 EX0259'THE POWERLINE CROSSES THE HIGHWAY, ABOUT 50 FEET NORTHWEST OF THE SAND
 EX0259'DUNE CREST, 39 FEET NORTHWEST OF THE BASE OF THE BASE OF THE MOST
 EX0259'NORTHWESTERLY OF 2 GUY WIRES, AND 11 FEET NORTHEAST OF POWERLINE
 EX0259'POLE 22-193.
 EX0259
 EX0259                          STATION RECOVERY (1985)
 EX0259
 EX0259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0259'RECOVERED AS DESCRIBED.   MARK IS ALSO ACROSS NC 12 FROM A RED
 EX0259'SHINGLED COTTAGE, 45.57 M (149.51 FT) SOUTHWEST OF A TELEPHONE
 EX0259'PEDESTAL (219W), AND 1.61 M (5.28 FT) SOUTHWEST OF A POLE WITH AN
 EX0259'ANCHOR.
 EX0259
 EX0259                          STATION RECOVERY (1987)
 EX0259
 EX0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EX0259'RECOVERED IN GOOD CONDITION.
 EX0259
 EX0259                          STATION RECOVERY (1988)
 EX0259
 EX0259'RECOVERY NOTE BY US POWER SQUADRON 1988 (ECB)
 EX0259'RECOVERED IN GOOD CONDITION.
 EX0259
 EX0259                          STATION RECOVERY (1991)
 EX0259
 EX0259'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEC)
 EX0259'RECOVERED IN GOOD CONDITION.
 EX0259
 EX0259                          STATION RECOVERY (2000)
 EX0259
 EX0259'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0259'RECOVERED AS DESCRIBED.
 EX0259
 EX0259                          STATION RECOVERY (2003)
 EX0259
 EX0259'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0212 ***********************************************************************
 EX0212  DESIGNATION -  B 194
 EX0212  PID         -  EX0212
 EX0212  STATE/COUNTY-  NC/DARE
 EX0212  USGS QUAD   -  RODANTHE (1983)
 EX0212
 EX0212                         *CURRENT SURVEY CONTROL
 EX0212  ___________________________________________________________________
 EX0212* NAD 83(1986)-  35 34 45.     (N)    075 28 03.     (W)     SCALED    
 EX0212* NAVD 88     -         1.464  (meters)       4.80   (feet)  ADJUSTED  
 EX0212  ___________________________________________________________________
 EX0212  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 EX0212  DYNAMIC HT  -           1.462 (meters)       4.80  (feet)  COMP
 EX0212  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 EX0212
 EX0212  VERT ORDER  -  SECOND    CLASS I
 EX0212
 EX0212.The horizontal coordinates were scaled from a topographic map and have
 EX0212.an estimated accuracy of +/- 6 seconds.
 EX0212
 EX0212.The orthometric height was determined by differential leveling
 EX0212.and adjusted in June 1991.
 EX0212
 EX0212.The geoid height was determined by GEOID03.
 EX0212
 EX0212.The dynamic height is computed by dividing the NAVD 88
 EX0212.geopotential number by the normal gravity value computed on the
 EX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0212.degrees latitude (g = 980.6199 gals.).
 EX0212
 EX0212.The modeled gravity was interpolated from observed gravity values.
 EX0212
 EX0212;                    North         East    Units  Estimated Accuracy
 EX0212;SPC NC       -   208,610.      929,690.      MT  (+/- 180 meters Scaled)
 EX0212
 EX0212                          SUPERSEDED SURVEY CONTROL
 EX0212
 EX0212  NGVD 29 (??/??/92)    1.780  (m)            5.84   (f) ADJ UNCH    2 1
 EX0212
 EX0212.Superseded values are not recommended for survey control.
 EX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0212.See file dsdata.txt to determine how the superseded data were derived.
 EX0212
 EX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE576373(NAD 83)
 EX0212_MARKER: DV = VERTICAL CONTROL DISK
 EX0212_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0212+WITH SETTING: INTO GROUND
 EX0212_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0212_STAMPING: B 194 1977
 EX0212_MARK LOGO: NGS   
 EX0212_PROJECTION: RECESSED 10 CENTIMETERS
 EX0212_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0212+STABILITY: SURFACE MOTION
 EX0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0212+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0212_ROD/PIPE-DEPTH: 1.22 meters
 EX0212
 EX0212  HISTORY     - Date     Condition        Report By
 EX0212  HISTORY     - 1977     MONUMENTED       NGS
 EX0212  HISTORY     - 19850101 GOOD             NCGS
 EX0212  HISTORY     - 20000620 GOOD             NCDOT
 EX0212  HISTORY     - 20030821 GOOD             USPSQD
 EX0212
 EX0212                          STATION DESCRIPTION
 EX0212
 EX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0212'0.7 MI NORTH FROM WAVES.
 EX0212'0.7 MILE NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT WAVES
 EX0212'0.1 MILE NORTH OF THE KOA KAMPGROUND ENTRANCE, 176 FEET SOUTH OF THE
 EX0212'CENTER  OF SEABREEZE STREET, 103 FEET SOUTHEAST OF AND ACROSS THE
 EX0212'HIGHWAY FROM JUNCTION POWERLINE POLE 199 WITH A GUY WIRE, 52 FEET EAST
 EX0212'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF POWERLINE POLE 14
 EX0212'WITH A GUY WIRE, AND 7 FEET NORTH OF THE BASE OF THE GUY WIRE.
 EX0212
 EX0212                          STATION RECOVERY (1985)
 EX0212
 EX0212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0212'RECOVERED AS DESCRIBED.  THE MARK IS ALSO 2.22 M (7.28 FT) SOUTH A
 EX0212'TELEPHONE PEDESTAL (29 E).
 EX0212
 EX0212                          STATION RECOVERY (2000)
 EX0212
 EX0212'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0212'RECOVERED AS DESCRIBED.
 EX0212
 EX0212                          STATION RECOVERY (2003)
 EX0212
 EX0212'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0266 ***********************************************************************
 EX0266  DESIGNATION -  B 195
 EX0266  PID         -  EX0266
 EX0266  STATE/COUNTY-  NC/HYDE
 EX0266  USGS QUAD   -  GREEN ISLAND (1983)
 EX0266
 EX0266                         *CURRENT SURVEY CONTROL
 EX0266  ___________________________________________________________________
 EX0266* NAD 83(1986)-  35 11 19.     (N)    075 46 16.     (W)     SCALED    
 EX0266* NAVD 88     -         1.248  (meters)       4.09   (feet)  ADJUSTED  
 EX0266  ___________________________________________________________________
 EX0266  GEOID HEIGHT-         -38.58  (meters)                     GEOID03
 EX0266  DYNAMIC HT  -           1.247 (meters)       4.09  (feet)  COMP
 EX0266  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 EX0266
 EX0266  VERT ORDER  -  SECOND    CLASS I
 EX0266
 EX0266.The horizontal coordinates were scaled from a topographic map and have
 EX0266.an estimated accuracy of +/- 6 seconds.
 EX0266
 EX0266.The orthometric height was determined by differential leveling
 EX0266.and adjusted in June 1991.
 EX0266
 EX0266.The geoid height was determined by GEOID03.
 EX0266
 EX0266.The dynamic height is computed by dividing the NAVD 88
 EX0266.geopotential number by the normal gravity value computed on the
 EX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0266.degrees latitude (g = 980.6199 gals.).
 EX0266
 EX0266.The modeled gravity was interpolated from observed gravity values.
 EX0266
 EX0266;                    North         East    Units  Estimated Accuracy
 EX0266;SPC NC       -   164,370.      903,590.      MT  (+/- 180 meters Scaled)
 EX0266
 EX0266                          SUPERSEDED SURVEY CONTROL
 EX0266
 EX0266  NGVD 29 (??/??/92)    1.579  (m)            5.18   (f) ADJ UNCH    2 1
 EX0266
 EX0266.Superseded values are not recommended for survey control.
 EX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0266.See file dsdata.txt to determine how the superseded data were derived.
 EX0266
 EX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD297942(NAD 83)
 EX0266_MARKER: DV = VERTICAL CONTROL DISK
 EX0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0266_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0266_STAMPING: B 195 1977
 EX0266_MARK LOGO: NGS   
 EX0266_PROJECTION: PROJECTING 8 CENTIMETERS
 EX0266_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0266_ROD/PIPE-DEPTH: 19.5 meters
 EX0266
 EX0266  HISTORY     - Date     Condition        Report By
 EX0266  HISTORY     - 1977     MONUMENTED       NGS
 EX0266
 EX0266                          STATION DESCRIPTION
 EX0266
 EX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0266'0.8 MI SE FROM OCRACOKE ISLAND.
 EX0266'0.4 MILE SOUTHEAST ALONG A SAND TRAIL FROM THE FREE FERRY OFFICE ON
 EX0266'OCRACOKE ISLAND, THENCE 0.4 MILE EAST ALONG SALT FLATS TO THE END OF
 EX0266'OCRACOKE ISLAND, ABOUT 350 FEET WEST OF THE SOUTHWESTERN MOST OF 3 SET
 EX0266'OF PILINGS, 40 FEET SOUTHWEST OF THE WATERLINE, ON TOP OF A SMALL DUNE
 EX0266'AND 2 FEET WEST OF AN ORANGE 1 INCH PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2290 ***********************************************************************
 FX2290  DESIGNATION -  B 198
 FX2290  PID         -  FX2290
 FX2290  STATE/COUNTY-  NC/NORTHAMPTON
 FX2290  USGS QUAD   -  WELDON (1974)
 FX2290
 FX2290                         *CURRENT SURVEY CONTROL
 FX2290  ___________________________________________________________________
 FX2290* NAD 83(1986)-  36 26 11.     (N)    077 34 38.     (W)     SCALED    
 FX2290* NAVD 88     -        31.509  (meters)     103.38   (feet)  ADJUSTED  
 FX2290  ___________________________________________________________________
 FX2290  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 FX2290  DYNAMIC HT  -          31.484 (meters)     103.29  (feet)  COMP
 FX2290  MODELED GRAV-     979,852.1   (mgal)                       NAVD 88
 FX2290
 FX2290  VERT ORDER  -  FIRST     CLASS II
 FX2290
 FX2290.The horizontal coordinates were scaled from a topographic map and have
 FX2290.an estimated accuracy of +/- 6 seconds.
 FX2290
 FX2290.The orthometric height was determined by differential leveling
 FX2290.and adjusted in June 1991.
 FX2290
 FX2290.The geoid height was determined by GEOID03.
 FX2290
 FX2290.The dynamic height is computed by dividing the NAVD 88
 FX2290.geopotential number by the normal gravity value computed on the
 FX2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2290.degrees latitude (g = 980.6199 gals.).
 FX2290
 FX2290.The modeled gravity was interpolated from observed gravity values.
 FX2290
 FX2290;                    North         East    Units  Estimated Accuracy
 FX2290;SPC NC       -   298,940.      737,180.      MT  (+/- 180 meters Scaled)
 FX2290
 FX2290                          SUPERSEDED SURVEY CONTROL
 FX2290
 FX2290.No superseded survey control is available for this station.
 FX2290
 FX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF689354(NAD 83)
 FX2290_MARKER: DB = BENCH MARK DISK
 FX2290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2290_SP_SET: STAINLESS STEEL ROD
 FX2290_STAMPING: B 198 1978
 FX2290_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2290_ROD/PIPE-DEPTH: 4.88 meters
 FX2290
 FX2290  HISTORY     - Date     Condition        Report By
 FX2290  HISTORY     - 1978     MONUMENTED       NGS
 FX2290
 FX2290                          STATION DESCRIPTION
 FX2290
 FX2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2290'1.2 MI NE FROM WELDON.
 FX2290'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION
 FX2290'WITH U.S. HIGHWAY 158 IN WELDON, 83 FEET SOUTH OF THE SOUTHEAST
 FX2290'CORNER OF THE NORTHAMPTON COUNTY ABC PACKAGE STORE NUMBER 5, 43 FEET
 FX2290'NORTH OF THE CENTERLINE OF A FIELD ROAD, 31 FEET SOUTHWEST OF THE
 FX2290'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A POWER POLE WITH
 FX2290'A TRANSFORMER.
 FX2290'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FX2290'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2216 ***********************************************************************
 FX2216  DESIGNATION -  B 199
 FX2216  PID         -  FX2216
 FX2216  STATE/COUNTY-  NC/HALIFAX
 FX2216  USGS QUAD   -  WELDON (1974)
 FX2216
 FX2216                         *CURRENT SURVEY CONTROL
 FX2216  ___________________________________________________________________
 FX2216* NAD 83(1986)-  36 25 56.     (N)    077 36 44.     (W)     SCALED    
 FX2216* NAVD 88     -        27.097  (meters)      88.90   (feet)  ADJUSTED  
 FX2216  ___________________________________________________________________
 FX2216  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 FX2216  DYNAMIC HT  -          27.076 (meters)      88.83  (feet)  COMP
 FX2216  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 FX2216  OBS GRAVITY -     979,851.1   (mgal)                       GRAV_OBS
 FX2216
 FX2216  VERT ORDER  -  FIRST     CLASS II
 FX2216
 FX2216.The horizontal coordinates were scaled from a topographic map and have
 FX2216.an estimated accuracy of +/- 6 seconds.
 FX2216
 FX2216.The orthometric height was determined by differential leveling
 FX2216.and adjusted in June 1991.
 FX2216
 FX2216.The geoid height was determined by GEOID03.
 FX2216
 FX2216.The dynamic height is computed by dividing the NAVD 88
 FX2216.geopotential number by the normal gravity value computed on the
 FX2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2216.degrees latitude (g = 980.6199 gals.).
 FX2216
 FX2216.The modeled gravity was interpolated from observed gravity values.
 FX2216.The observed gravity was obtained from relative gravimeter ties
 FX2216.to the IGSN71 gravity network.
 FX2216
 FX2216;                    North         East    Units  Estimated Accuracy
 FX2216;SPC NC       -   298,430.      734,050.      MT  (+/- 180 meters Scaled)
 FX2216
 FX2216                          SUPERSEDED SURVEY CONTROL
 FX2216
 FX2216  NGVD 29 (??/??/92)   27.408  (m)           89.92   (f) ADJ UNCH    1 2
 FX2216
 FX2216.Superseded values are not recommended for survey control.
 FX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2216.See file dsdata.txt to determine how the superseded data were derived.
 FX2216
 FX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF658350(NAD 83)
 FX2216_MARKER: DB = BENCH MARK DISK
 FX2216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2216_SP_SET: STAINLESS STEEL ROD
 FX2216_STAMPING: B 199 1978
 FX2216_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2216_ROD/PIPE-DEPTH: 4.88 meters
 FX2216
 FX2216  HISTORY     - Date     Condition        Report By
 FX2216  HISTORY     - 1978     MONUMENTED       NGS
 FX2216
 FX2216                          STATION DESCRIPTION
 FX2216
 FX2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2216'0.8 MI WEST FROM WELDON.
 FX2216'ABOUT 0.8 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FX2216'ABANDONED RAILWAY STATION IN WELDON, DIRECTLY IN FRONT OF HOWELL
 FX2216'STEEL SERVICE INCORPORATED, 124 FEET WEST OF THE CENTERLINE OF A
 FX2216'PAVED ROAD LEADING NORTH TO HOWELL STEEL SERVICE INCORPORATED, 54
 FX2216'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC TO ROANOKE
 FX2216'RAPIDS ROAD, 42 FEET SOUTH OF THE SOUTH RAIL AT THE JUNCTION OF A
 FX2216'SPUR TRACK, 22 FEET WEST OF THE EXTENDED CENTERLINE OF CHOCKOYOTTE
 FX2216'STREET AND 1.5 FEET WEST OF A UTILITY POLE.  DISK IS LEVEL WITH THE
 FX2216'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 FX2216'THE MARK IS 2 FT  E FROM A WITNESS POST.
 FX2216'THE MARK IS 2 FT ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1701 ***********************************************************************
 EA1701  DESIGNATION -  B 2 BATTERY 5
 EA1701  PID         -  EA1701
 EA1701  STATE/COUNTY-  NC/CARTERET
 EA1701  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1701
 EA1701                         *CURRENT SURVEY CONTROL
 EA1701  ___________________________________________________________________
 EA1701* NAD 83(2001)-  34 39 11.53872(N)    076 30 05.11044(W)     ADJUSTED  
 EA1701* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1701  ___________________________________________________________________
 EA1701  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 EA1701  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EA1701  HORZ ORDER  -  SECOND
 EA1701
 EA1701.The horizontal coordinates were established by classical geodetic methods
 EA1701.and adjusted by the National Geodetic Survey in August 2005.
 EA1701
 EA1701.The orthometric height was scaled from a topographic map.
 EA1701
 EA1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1701
 EA1701.The geoid height was determined by GEOID03.
 EA1701
 EA1701;                    North         East     Units Scale Factor Converg.
 EA1701;SPC NC       -   103,076.074   838,609.241   MT  0.99992677   +1 26 31.6
 EA1701;SPC NC       -   338,175.42  2,751,337.15   sFT  0.99992677   +1 26 31.6
 EA1701;UTM  18      - 3,835,611.124   362,411.844   MT  0.99983333   -0 51 13.9
 EA1701
 EA1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1701!SPC NC       -   1.00000565  x   0.99992677  =   0.99993242
 EA1701!UTM  18      -   1.00000565  x   0.99983333  =   0.99983898
 EA1701
 EA1701:                Primary Azimuth Mark                     Grid Az
 EA1701:SPC NC       -  CAPE LOOKOUT LIGHTHOUSE                  210 39 45.3
 EA1701:UTM  18      -  CAPE LOOKOUT LIGHTHOUSE                  212 57 30.8
 EA1701
 EA1701|---------------------------------------------------------------------|
 EA1701| PID    Reference Object                     Distance      Geod. Az  |
 EA1701|                                                           dddmmss.s |
 EA1701| EA1794 CAPE LOOKOUT LIGHTHOUSE             APPROX. 4.0 KM 2120616.9 |
 EA1701| EA1790 B 1 BATTERY 5                       APPROX. 6.9 KM 2140653.8 |
 EA1701|---------------------------------------------------------------------|
 EA1701
 EA1701                          SUPERSEDED SURVEY CONTROL
 EA1701
 EA1701  NAD 83(1986)-  34 39 11.55225(N)    076 30 05.11552(W) AD(       ) 2
 EA1701  NAD 27      -  34 39 10.96620(N)    076 30 06.39488(W) AD(       ) 2
 EA1701
 EA1701.Superseded values are not recommended for survey control.
 EA1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1701.See file dsdata.txt to determine how the superseded data were derived.
 EA1701
 EA1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6241235611(NAD 83)
 EA1701_MARKER: DS = TRIANGULATION STATION DISK
 EA1701_SETTING: 0 = UNSPECIFIED SETTING
 EA1701_STAMPING: B2 5 1942
 EA1701_MARK LOGO: CGS   
 EA1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1701
 EA1701  HISTORY     - Date     Condition        Report By
 EA1701  HISTORY     - 1943     MONUMENTED       CGS
 EA1701  HISTORY     - 1975     MARK NOT FOUND   NGS
 EA1701
 EA1701                          STATION DESCRIPTION
 EA1701
 EA1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1701'THE STATION IS ON CORE BANK ABOUT 2.4 MI. N-NE OF CAPE LOOKOUT
 EA1701'LIGHTHOUSE.  IT IS ON THE FLAT SAND BEACH, ABOUT 60 YD. FROM
 EA1701'THE ATLANTIC OCEAN HIGH WATERLINE, AND ABOUT 200 YD. FROM THE
 EA1701'EDGE OF THE MARSH ON THE CORE SOUND SIDE.  THERE IS AN OLD,
 EA1701'SMALL SHACK TO THE NW OF THE STATION NEAR THE CORE SOUND
 EA1701'SHORELINE.
 EA1701'
 EA1701'A TEMPORARY 50-FT. STEEL OBSERVATION TOWER WAS ERECTED OVER
 EA1701'THE STATION BY THE U.S. ARMY.  SMALL TEMPORARY HOUSES WILL BE
 EA1701'ERECTED IN THE VICINITY TO SHELTER THE OPERATING
 EA1701'PERSONNEL.  THESE AND THE SMALL SHACK ABOVE MENTIONED ARE THE
 EA1701'ONLY DISTINGUISHING FEATURES IN THE VICINITY.
 EA1701'
 EA1701'THE STATION IS MARKED BY A BRONZE DISK, INSCRIBED HARBOR
 EA1701'DEFENSES OF BEAUFORT INLET AND STAMPED---B2 5 1942---. THE MARK IS
 EA1701'SET IN A CONCRETE POST.  THE SUBSURFACE MARK IS A SIMILAR DISK
 EA1701'SET IN A MASS OF CONCRETE AND SEPARATED FROM THE SURFACE POST
 EA1701'BY A LAYER OF SAND.
 EA1701'
 EA1701'THERE ARE NO REFERENCE MARKS.
 EA1701'
 EA1701'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 EA1701
 EA1701                          STATION RECOVERY (1975)
 EA1701
 EA1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 EA1701'A THOROUGH SEARCH WAS MADE BY A TWO MAN FIELD PARTY TO NO
 EA1701'AVAIL.  THE ONLY REMAINING REFERENCE WAS THE DISTANCE FROM CAPE
 EA1701'LOOKOUT TO STATION, MENTIONED IN THE NOW EXISTING DESCRIPTION
 EA1701'BY H.C.A. 1943.
 EA1701'
 EA1701'STATION SHOULD BE CONSIDERED LOST, BUT THROUGH EXTENSIVE
 EA1701'SURVEY METHODS THE STATION COULD POSSIBLY BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1799 ***********************************************************************
 EA1799  DESIGNATION -  B 2 BATTERY 7
 EA1799  PID         -  EA1799
 EA1799  STATE/COUNTY-  NC/CARTERET
 EA1799  USGS QUAD   -  BEAUFORT (1987)
 EA1799
 EA1799                         *CURRENT SURVEY CONTROL
 EA1799  ___________________________________________________________________
 EA1799* NAD 83(2001)-  34 41 43.37130(N)    076 41 42.53129(W)     ADJUSTED  
 EA1799* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 EA1799  ___________________________________________________________________
 EA1799  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EA1799  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA1799  HORZ ORDER  -  SECOND
 EA1799
 EA1799.The horizontal coordinates were established by classical geodetic methods
 EA1799.and adjusted by the National Geodetic Survey in August 2005.
 EA1799
 EA1799.The orthometric height was scaled from a topographic map.
 EA1799
 EA1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1799
 EA1799.The geoid height was determined by GEOID03.
 EA1799
 EA1799;                    North         East     Units Scale Factor Converg.
 EA1799;SPC NC       -   107,323.608   820,747.763   MT  0.99991942   +1 19 49.1
 EA1799;SPC NC       -   352,110.87  2,692,736.62   sFT  0.99991942   +1 19 49.1
 EA1799;UTM  18      - 3,840,570.418   344,735.874   MT  0.99989713   -0 57 54.3
 EA1799
 EA1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1799!SPC NC       -   1.00000530  x   0.99991942  =   0.99992472
 EA1799!UTM  18      -   1.00000530  x   0.99989713  =   0.99990243
 EA1799
 EA1799:                Primary Azimuth Mark                     Grid Az
 EA1799:SPC NC       -  MOREHEAD CITY STANDPIPE                  335 30 27.2
 EA1799:UTM  18      -  MOREHEAD CITY STANDPIPE                  337 48 10.6
 EA1799
 EA1799|---------------------------------------------------------------------|
 EA1799| PID    Reference Object                     Distance      Geod. Az  |
 EA1799|                                                           dddmmss.s |
 EA1799| EA1883 MOREHEAD CITY STANDPIPE             APPROX. 3.1 KM 3365016.3 |
 EA1799| EA1878 MOREHEAD CITY PORT TERM NE TK       APPROX. 2.6 KM 3580330.9 |
 EA1799|---------------------------------------------------------------------|
 EA1799
 EA1799                          SUPERSEDED SURVEY CONTROL
 EA1799
 EA1799  NAD 83(1986)-  34 41 43.38068(N)    076 41 42.53673(W) AD(       ) 2
 EA1799  NAD 27      -  34 41 42.80088(N)    076 41 43.78424(W) AD(       ) 2
 EA1799
 EA1799.Superseded values are not recommended for survey control.
 EA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1799.See file dsdata.txt to determine how the superseded data were derived.
 EA1799
 EA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4473640570(NAD 83)
 EA1799_MARKER: DS = TRIANGULATION STATION DISK
 EA1799_SETTING: 0 = UNSPECIFIED SETTING
 EA1799_STAMPING: B2 BATTERY 7
 EA1799_MARK LOGO: CGS   
 EA1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1799
 EA1799  HISTORY     - Date     Condition        Report By
 EA1799  HISTORY     - 1943     MONUMENTED       CGS
 EA1799  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA1799  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1799
 EA1799                          STATION DESCRIPTION
 EA1799
 EA1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1799'THE STATION IS LOCATED ON THE FORT MACON MILITARY RESERVATION ON
 EA1799'BOGUE BANK.  IT IS ON THE RIDGE OF SAND DUNES, ON THE S SHORE
 EA1799'OF THE BANK, AND ABOUT 1-1/2 MI. FROM THE E END.  IT IS ABOUT 40
 EA1799'YD. FROM THE HIGH WATERLINE.
 EA1799'
 EA1799'THE STATION IS MARKED BY A DISK WITH THE LETTERING BEAUFORT
 EA1799'INLET HARBOR DEFENSES AND STAMPED---B2 BATTERY 7---. THE SUBSURFACE
 EA1799'MARK IS SET IN A MASS OF CONCRETE ABOUT 2 FT. BELOW THE
 EA1799'SURFACE.  THE SURFACE MARK IS SET IN A CONCRETE POST.  THERE ARE
 EA1799'NO REFERENCE MARKS.
 EA1799'
 EA1799'TO REACH THE STATION FROM THE GATE AT THE ENTRANCE TO FORT
 EA1799'MACON MILITARY RESERVATION, GO E FOR 0.15 MI., THENCE AFOOT TO
 EA1799'RIGHT (S) ACROSS SAND DUNES TO THE STATION, A DISTANCE OF ABOUT
 EA1799'250 YD.
 EA1799'
 EA1799'THERE IS A SMALL TEMPORARY SHACK ABOUT 35 YD. N OF THE STATION,
 EA1799'AND A TEMPORARY STEEL OBSERVATION TOWER (ARMY) HAS BEEN ERECTED
 EA1799'OVER THE MARK.
 EA1799'
 EA1799'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 EA1799
 EA1799                          STATION RECOVERY (1965)
 EA1799
 EA1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1799'LOST.  THE STATION WAS NOT RECOVERED.  THE AREA HAS BEEN CHANGED
 EA1799'CONSIDERABLY BY WIND AND TIDAL ACTION.  THERE ARE NO DEFINITE
 EA1799'REFERENCES.
 EA1799
 EA1799                          STATION RECOVERY (2003)
 EA1799
 EA1799'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1277 ***********************************************************************
 EB1277  DESIGNATION -  B 200
 EB1277  PID         -  EB1277
 EB1277  STATE/COUNTY-  NC/RICHMOND
 EB1277  USGS QUAD   -  GHIO (1982)
 EB1277
 EB1277                         *CURRENT SURVEY CONTROL
 EB1277  ___________________________________________________________________
 EB1277* NAD 83(1986)-  34 52 06.     (N)    079 43 55.     (W)     SCALED    
 EB1277* NAVD 88     -       100.638  (meters)     330.18   (feet)  ADJUSTED  
 EB1277  ___________________________________________________________________
 EB1277  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 EB1277  DYNAMIC HT  -         100.544 (meters)     329.87  (feet)  COMP
 EB1277  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EB1277
 EB1277  VERT ORDER  -  FIRST     CLASS II
 EB1277
 EB1277.The horizontal coordinates were scaled from a topographic map and have
 EB1277.an estimated accuracy of +/- 6 seconds.
 EB1277
 EB1277.The orthometric height was determined by differential leveling
 EB1277.and adjusted in June 1991.
 EB1277
 EB1277.The geoid height was determined by GEOID03.
 EB1277
 EB1277.The dynamic height is computed by dividing the NAVD 88
 EB1277.geopotential number by the normal gravity value computed on the
 EB1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1277.degrees latitude (g = 980.6199 gals.).
 EB1277
 EB1277.The modeled gravity was interpolated from observed gravity values.
 EB1277
 EB1277;                    North         East    Units  Estimated Accuracy
 EB1277;SPC NC       -   124,300.      542,680.      MT  (+/- 180 meters Scaled)
 EB1277
 EB1277                          SUPERSEDED SURVEY CONTROL
 EB1277
 EB1277.No superseded survey control is available for this station.
 EB1277
 EB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU159591(NAD 83)
 EB1277_MARKER: DV = VERTICAL CONTROL DISK
 EB1277_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EB1277_SP_SET: GALVANIZED STEEL ROD
 EB1277_STAMPING: B 200 1979
 EB1277_MARK LOGO: NGS   
 EB1277_PROJECTION: FLUSH
 EB1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1277+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2007
 EB1277_ROD/PIPE-DEPTH: 7.32 meters
 EB1277
 EB1277  HISTORY     - Date     Condition        Report By
 EB1277  HISTORY     - 1979     MONUMENTED       NGS
 EB1277  HISTORY     - 19980129 GOOD             NCGS
 EB1277  HISTORY     - 20010730 GOOD             JCLS
 EB1277  HISTORY     - 20070516 GOOD             MAEC
 EB1277
 EB1277                          STATION DESCRIPTION
 EB1277
 EB1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1277'2.35 MI SW FROM HAMLET.
 EB1277'2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 EB1277'U.S. HIGHWAY 74 IN HAMLET, AT THE HUDSON PULP AND PAPER CORPORATION,
 EB1277'103.7 FT. SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.6 FT.
 EB1277'NORTHWEST OF THE SOUTHEAST MOST ANCHOR OF TWO GUY WIRE ANCHORS, 3.2 FT
 EB1277'NORTHEAST OF POWER POLE 242 WITH THREE GUY WIRES. DISK 6 INCHES BELOW
 EB1277'BELOW GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 EB1277'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 EB1277
 EB1277                          STATION RECOVERY (1998)
 EB1277
 EB1277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EB1277'RECOVERED AS DESCRIBED, BUT HUDSON PULP AND PAPER IS NOW SOUTHERN BAG
 EB1277'CORPORATION.
 EB1277
 EB1277                          STATION RECOVERY (2001)
 EB1277
 EB1277'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 EB1277'RECOVERED IN GOOD CONDITION.
 EB1277
 EB1277                          STATION RECOVERY (2007)
 EB1277
 EB1277'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SM)
 EB1277'RECOVERED AS DESCRIBED, THE PLASTIC SCREW TOP IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1371 ***********************************************************************
 EB1371  DESIGNATION -  B 201
 EB1371  PID         -  EB1371
 EB1371  STATE/COUNTY-  NC/SCOTLAND
 EB1371  USGS QUAD   -  GHIO (1982)
 EB1371
 EB1371                         *CURRENT SURVEY CONTROL
 EB1371  ___________________________________________________________________
 EB1371* NAD 83(1986)-  34 47 53.     (N)    079 37 52.     (W)     SCALED    
 EB1371* NAVD 88     -        84.508  (meters)     277.26   (feet)  ADJUSTED  
 EB1371  ___________________________________________________________________
 EB1371  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EB1371  DYNAMIC HT  -          84.429 (meters)     277.00  (feet)  COMP
 EB1371  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 EB1371
 EB1371  VERT ORDER  -  FIRST     CLASS II
 EB1371
 EB1371.The horizontal coordinates were scaled from a topographic map and have
 EB1371.an estimated accuracy of +/- 6 seconds.
 EB1371
 EB1371.The orthometric height was determined by differential leveling
 EB1371.and adjusted in June 1991.
 EB1371
 EB1371.The geoid height was determined by GEOID03.
 EB1371
 EB1371.The dynamic height is computed by dividing the NAVD 88
 EB1371.geopotential number by the normal gravity value computed on the
 EB1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1371.degrees latitude (g = 980.6199 gals.).
 EB1371
 EB1371.The modeled gravity was interpolated from observed gravity values.
 EB1371
 EB1371;                    North         East    Units  Estimated Accuracy
 EB1371;SPC NC       -   116,450.      551,850.      MT  (+/- 180 meters Scaled)
 EB1371
 EB1371                          SUPERSEDED SURVEY CONTROL
 EB1371
 EB1371  NGVD 29 (10/06/93)   84.790  (m)          278.18   (f) ADJUSTED    1 2
 EB1371
 EB1371.Superseded values are not recommended for survey control.
 EB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1371.See file dsdata.txt to determine how the superseded data were derived.
 EB1371
 EB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU252515(NAD 83)
 EB1371_MARKER: DB = BENCH MARK DISK
 EB1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1371_SP_SET: STAINLESS STEEL ROD
 EB1371_STAMPING: B 201 1979
 EB1371_MARK LOGO: NGS   
 EB1371_PROJECTION: FLUSH
 EB1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1371_ROD/PIPE-DEPTH: 4.57 meters
 EB1371
 EB1371  HISTORY     - Date     Condition        Report By
 EB1371  HISTORY     - 1979     MONUMENTED       NGS
 EB1371
 EB1371                          STATION DESCRIPTION
 EB1371
 EB1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1371'3.8 MI NW FROM GIBSON.
 EB1371'0.7 MILE EAST ALONG STATE HIGHWAYS 79 AND 381 FROM THEIR JUNCTION IN
 EB1371'GIBSON, AND THENCE 3.1 MILES NORTHWEST ALONG STATE HIGHWAA 381.  SET
 EB1371'AT A POWER LINE CROSSING OVER THE HIGHWAY, 0.4 MILE SOUTHEAST OF
 EB1371'SECONDARY ROAD 1157, 54.7 FEET NORTHEAST OF THE CENTERLINE OF THE
 EB1371'HIGHWAY, 20.5 FEET EAST OF A POWER POLE WITH A GUY WIRE, AND 5 FEET
 EB1371'SOUTH OF THE GUY WIRE ANCHOR.  REFUSAL WAS REACHED AT 15 FEET.  NOTE=
 EB1371'ACCESS IS HAD THROUGH A FOUR INCH SCREW PLUG.
 EB1371'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 EB1371'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1744 ***********************************************************************
 FY1744  DESIGNATION -  B 201
 FY1744  PID         -  FY1744
 FY1744  STATE/COUNTY-  NC/VANCE
 FY1744  USGS QUAD   -  OXFORD (1984)
 FY1744
 FY1744                         *CURRENT SURVEY CONTROL
 FY1744  ___________________________________________________________________
 FY1744* NAD 83(1986)-  36 18 59.     (N)    078 30 19.     (W)     SCALED    
 FY1744* NAVD 88     -       134.477  (meters)     441.20   (feet)  ADJUSTED  
 FY1744  ___________________________________________________________________
 FY1744  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 FY1744  DYNAMIC HT  -         134.367 (meters)     440.84  (feet)  COMP
 FY1744  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 FY1744
 FY1744  VERT ORDER  -  FIRST     CLASS II
 FY1744
 FY1744.The horizontal coordinates were scaled from a topographic map and have
 FY1744.an estimated accuracy of +/- 6 seconds.
 FY1744
 FY1744.The orthometric height was determined by differential leveling
 FY1744.and adjusted in June 1991.
 FY1744
 FY1744.The geoid height was determined by GEOID03.
 FY1744
 FY1744.The dynamic height is computed by dividing the NAVD 88
 FY1744.geopotential number by the normal gravity value computed on the
 FY1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1744.degrees latitude (g = 980.6199 gals.).
 FY1744
 FY1744.The modeled gravity was interpolated from observed gravity values.
 FY1744
 FY1744;                    North         East    Units  Estimated Accuracy
 FY1744;SPC NC       -   284,820.      654,030.      MT  (+/- 180 meters Scaled)
 FY1744
 FY1744                          SUPERSEDED SURVEY CONTROL
 FY1744
 FY1744  NGVD 29 (03/05/92)  134.757  (m)          442.12   (f) ADJUSTED    1 2
 FY1744
 FY1744.Superseded values are not recommended for survey control.
 FY1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1744.See file dsdata.txt to determine how the superseded data were derived.
 FY1744
 FY1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA239219(NAD 83)
 FY1744_MARKER: DB = BENCH MARK DISK
 FY1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1744_SP_SET: CONCRETE BRIDGE PIER
 FY1744_STAMPING: B 201 1978
 FY1744_MARK LOGO: NGS   
 FY1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1744
 FY1744  HISTORY     - Date     Condition        Report By
 FY1744  HISTORY     - 1978     MONUMENTED       NGS
 FY1744
 FY1744                          STATION DESCRIPTION
 FY1744
 FY1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1744'6.2 MI WEST FROM HENDERSON.
 FY1744'ABOUT 2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILROAD FROM THE
 FY1744'STATION IN HENDERSON, AND THENCE 3.6 MILES WEST ALONG HIGHWAY 158
 FY1744'TO THE SOUTHBOUND OVERPASS FOR INTERSTATE 85.  SET VERTICALLY IN THE
 FY1744'NORTHWEST FACE OF THE MOST SOUTHWESTERLY OF FIVE PIERS FOR THE SOUTH-
 FY1744'BOUND OVERPASS, 25.2 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 158,
 FY1744'3 FEET ABOVE THE GROUND, AND 1.2 FEET NORTHEAST OF THE WEST CORNER OF
 FY1744'THE PIER.
 FY1744'THE MARK IS 3 FT ABOVE THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2340 ***********************************************************************
 FX2340  DESIGNATION -  B 210
 FX2340  PID         -  FX2340
 FX2340  STATE/COUNTY-  NC/CURRITUCK
 FX2340  USGS QUAD   -  LAMBS CORNER (1982)
 FX2340
 FX2340                         *CURRENT SURVEY CONTROL
 FX2340  ___________________________________________________________________
 FX2340* NAD 83(2007)-  36 29 58.17636(N)    076 08 36.38318(W)     ADJUSTED  
 FX2340* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 FX2340  ___________________________________________________________________
 FX2340  EPOCH DATE  -        2002.00
 FX2340  X           -   1,229,359.487 (meters)                     COMP
 FX2340  Y           -  -4,983,811.729 (meters)                     COMP
 FX2340  Z           -   3,772,867.832 (meters)                     COMP
 FX2340  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 FX2340  ELLIP HEIGHT-         -36.193 (meters)          (02/10/07) ADJUSTED
 FX2340  GEOID HEIGHT-         -37.64  (meters)                     GEOID03
 FX2340  DYNAMIC HT  -           1.457 (meters)       4.78  (feet)  COMP
 FX2340
 FX2340  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2340  Type    PID    Designation                      North   East  Ellip
 FX2340  -------------------------------------------------------------------
 FX2340  NETWORK FX2340 B 210                             0.39   0.33   0.94
 FX2340  -------------------------------------------------------------------
 FX2340  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 FX2340
 FX2340  VERT ORDER  -  FIRST     CLASS II
 FX2340
 FX2340.The horizontal coordinates were established by GPS observations
 FX2340.and adjusted by the National Geodetic Survey in February 2007.
 FX2340
 FX2340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2340.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2340.The horizontal coordinates are valid at the epoch date displayed above.
 FX2340.The epoch date for horizontal control is a decimal equivalence
 FX2340.of Year/Month/Day.
 FX2340
 FX2340.The orthometric height was determined by differential leveling
 FX2340.and adjusted in June 1991.
 FX2340
 FX2340.Photographs are available for this station.
 FX2340
 FX2340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2340
 FX2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2340
 FX2340.The ellipsoidal height was determined by GPS observations
 FX2340.and is referenced to NAD 83.
 FX2340
 FX2340.The geoid height was determined by GEOID03.
 FX2340
 FX2340.The dynamic height is computed by dividing the NAVD 88
 FX2340.geopotential number by the normal gravity value computed on the
 FX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2340.degrees latitude (g = 980.6199 gals.).
 FX2340
 FX2340.The modeled gravity was interpolated from observed gravity values.
 FX2340
 FX2340;                    North         East     Units Scale Factor Converg.
 FX2340;SPC NC       -   308,710.181   865,518.070   MT  1.00010992   +1 38 55.4
 FX2340;SPC NC       - 1,012,826.65  2,839,620.53   sFT  1.00010992   +1 38 55.4
 FX2340;UTM  18      - 4,039,959.736   397,596.276   MT  0.99972920   -0 40 48.7
 FX2340
 FX2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2340!SPC NC       -   1.00000568  x   1.00010992  =   1.00011560
 FX2340!UTM  18      -   1.00000568  x   0.99972920  =   0.99973488
 FX2340
 FX2340:                Primary Azimuth Mark                     Grid Az
 FX2340:SPC NC       -  SURVEY                                   294 50 28.7
 FX2340:UTM  18      -  SURVEY                                   297 10 12.8
 FX2340
 FX2340|---------------------------------------------------------------------|
 FX2340| PID    Reference Object                     Distance      Geod. Az  |
 FX2340|                                                           dddmmss.s |
 FX2340| DE6465 SURVEY                              482.801 METERS 2962924.1 |
 FX2340|---------------------------------------------------------------------|
 FX2340
 FX2340                          SUPERSEDED SURVEY CONTROL
 FX2340
 FX2340  NAD 83(2001)-  36 29 58.17708(N)    076 08 36.38277(W) AD(       ) 1
 FX2340  ELLIP H (03/13/03)  -36.185  (m)                       GP(       ) 4 2
 FX2340  NAD 83(1986)-  36 29 58.18960(N)    076 08 36.41258(W) AD(       ) 1
 FX2340  NAVD 88 (08/05/02)    1.46   (m)            4.8    (f) LEVELING    3  
 FX2340
 FX2340.Superseded values are not recommended for survey control.
 FX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2340.See file dsdata.txt to determine how the superseded data were derived.
 FX2340
 FX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9759639960(NAD 83)
 FX2340_MARKER: F = FLANGE-ENCASED ROD
 FX2340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2340_SP_SET: STAINLESS STEEL ROD
 FX2340_STAMPING: B 210 1979
 FX2340_MARK LOGO: NGS   
 FX2340_PROJECTION: FLUSH
 FX2340_MAGNETIC: I = MARKER IS A STEEL ROD
 FX2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2340+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 FX2340_ROD/PIPE-DEPTH: 7.32 meters
 FX2340
 FX2340  HISTORY     - Date     Condition        Report By
 FX2340  HISTORY     - 1979     MONUMENTED       NGS
 FX2340  HISTORY     - 1987     GOOD             USPSQD
 FX2340  HISTORY     - 19951024 GOOD             NCGS
 FX2340  HISTORY     - 20010829 GOOD             NCGS
 FX2340  HISTORY     - 20021025 GOOD             JCLS
 FX2340  HISTORY     - 20041101 GOOD             NCGS
 FX2340
 FX2340                          STATION DESCRIPTION
 FX2340
 FX2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2340'2.6 MI SE FROM MOYOCK.
 FX2340'2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 168 FROM THE POST OFFICE
 FX2340'IN MOYOCK, 0.05 MILE NORTHWEST OF NORFOLK SOUTHERN RAILROAD CROSSING,
 FX2340'50.6 FEET WEST OF WEST RAIL OF RAILROAD, 46.2 FEET NORTHEAST OF
 FX2340'CENTERLINE OF STATE HIGHWAY 168, 9.7 FEET EAST OF GUY WIRE ANCHOR,
 FX2340'AND 4.0 FEET NORTHWEST OF POWER POLE NUMBER 34.
 FX2340'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 FX2340'THE MARK IS 3 FT BELOW CENTERLINE OF HIGHWAY.
 FX2340
 FX2340                          STATION RECOVERY (1987)
 FX2340
 FX2340'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2340'RECOVERED IN GOOD CONDITION.
 FX2340
 FX2340                          STATION RECOVERY (1995)
 FX2340
 FX2340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FX2340'RECOVERED IN GOOD CONDITION WIHT THE FOLLOWING CORRECTIONS AND
 FX2340'ADDITIONS.  THE GUY WIRE ANCHOR IS GONE.  STAMPING IS NO LONGER
 FX2340'LEGIBLE BECAUSE OF CORROSION.  MARK IS ABOUT 3-FEET LOWER THAN NC 168
 FX2340'AND RECESSED 3 INCHES BELOW GROUND.  LOCATED 2.0 FT (0.6 M) SOUTHEAST
 FX2340'OF A METAL WITNESS POST AND 4.0 FT (1.2 M) NORTHWEST OF POWER POLE
 FX2340'(83) WITH A REFERENCE TAG.
 FX2340
 FX2340                          STATION RECOVERY (2001)
 FX2340
 FX2340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2340'RECOVERED AS DESCRIBED.
 FX2340
 FX2340                          STATION RECOVERY (2002)
 FX2340
 FX2340'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 FX2340'RECOVERED IN GOOD CONDITION.
 FX2340
 FX2340                          STATION RECOVERY (2004)
 FX2340
 FX2340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2340'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FX2340'ADDITIONS.  LOCATED 48.2 FT (14.7 M) NORTHEAST OF THE CENTERLINE OF
 FX2340'NORTHBOUND LANES OF NC 168.  THE REFERENCED POWER POLES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2385 ***********************************************************************
 FX2385  DESIGNATION -  B 211
 FX2385  PID         -  FX2385
 FX2385  STATE/COUNTY-  NC/PERQUIMANS
 FX2385  USGS QUAD   -  NIXONTON (1982)
 FX2385
 FX2385                         *CURRENT SURVEY CONTROL
 FX2385  ___________________________________________________________________
 FX2385* NAD 83(1986)-  36 13 52.     (N)    076 20 58.     (W)     SCALED    
 FX2385* NAVD 88     -         4.316  (meters)      14.16   (feet)  ADJUSTED  
 FX2385  ___________________________________________________________________
 FX2385  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 FX2385  DYNAMIC HT  -           4.312 (meters)      14.15  (feet)  COMP
 FX2385  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 FX2385  OBS GRAVITY -     979,838.2   (mgal)                       GRAV_OBS
 FX2385
 FX2385  VERT ORDER  -  FIRST     CLASS II
 FX2385
 FX2385.The horizontal coordinates were scaled from a topographic map and have
 FX2385.an estimated accuracy of +/- 6 seconds.
 FX2385
 FX2385.The orthometric height was determined by differential leveling
 FX2385.and adjusted in June 1991.
 FX2385
 FX2385.The geoid height was determined by GEOID03.
 FX2385
 FX2385.The dynamic height is computed by dividing the NAVD 88
 FX2385.geopotential number by the normal gravity value computed on the
 FX2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2385.degrees latitude (g = 980.6199 gals.).
 FX2385
 FX2385.The modeled gravity was interpolated from observed gravity values.
 FX2385.The observed gravity was obtained from relative gravimeter ties
 FX2385.to the IGSN71 gravity network.
 FX2385
 FX2385;                    North         East    Units  Estimated Accuracy
 FX2385;SPC NC       -   278,430.      847,860.      MT  (+/- 180 meters Scaled)
 FX2385
 FX2385                          SUPERSEDED SURVEY CONTROL
 FX2385
 FX2385.No superseded survey control is available for this station.
 FX2385
 FX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF787104(NAD 83)
 FX2385_MARKER: DB = BENCH MARK DISK
 FX2385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2385_SP_SET: STAINLESS STEEL ROD
 FX2385_STAMPING: B 211 1979
 FX2385_MARK LOGO: NGS   
 FX2385_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2385_MAGNETIC: I = MARKER IS A STEEL ROD
 FX2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2385+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1994
 FX2385_ROD/PIPE-DEPTH: 5.79 meters
 FX2385
 FX2385  HISTORY     - Date     Condition        Report By
 FX2385  HISTORY     - 1979     MONUMENTED       NGS
 FX2385  HISTORY     - 1987     GOOD             USPSQD
 FX2385  HISTORY     - 19940518 GOOD             NCGS
 FX2385  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FX2385  HISTORY     - 20050129 GOOD             USPSQD
 FX2385
 FX2385                          STATION DESCRIPTION
 FX2385
 FX2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2385'7.2 MI NE FROM HERTFORD.
 FX2385'7.15 MILES NORTHEAST ALONG US HIGHWAY 17 FROM THE NORTH END OF
 FX2385'US HIGHWAY 17 BYPASS BRIDGE OVER PERQUIMANS RIVER IN HERTFORD, ON
 FX2385'NORTH SIDE OF HIGHWAY, AT AN OFFICIAL N. C. TRUCK WEIGHING STATION,
 FX2385'AT THE SOUTH SIDE OF A PHONE BOOTH AND APPROXIMATELY 300 FEET
 FX2385'NORTHEAST OF INTERSECTION WITH SECONDARY ROUTE 1224, 39.2 FEET
 FX2385'NORTHWEST OF CENTERLINE OF HIGHWAY, 45.6 FEET SOUTHEAST OF THE
 FX2385'SOUTHWEST CORNER OF WEIGH STATION BUILDING, 49.4 FEET SOUTH OF
 FX2385'THE SOUTHEAST CORNER OF WEIGH STATION BUILDING, 3.0 FEET SOUTH OF
 FX2385'SOUTHEAST CORNER OF PHONE BOOTH AND 1.0 FEET EAST OF A POWER POLE
 FX2385'WITH REFERENCE TAG.  THE DATUM POINT IS A STANDARD NATIONAL GEODETIC
 FX2385'DISK SET FLUSH WITH THE GROUND SURFACE ACCESSIBLE THROUGH A 4 INCH
 FX2385'PLASTIC SCREW PLUG.
 FX2385'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 FX2385
 FX2385                          STATION RECOVERY (1987)
 FX2385
 FX2385'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2385'RECOVERED IN GOOD CONDITION.
 FX2385
 FX2385                          STATION RECOVERY (1994)
 FX2385
 FX2385'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX2385'RECOVERED IN GOOD CONDITION. REFERENCES WERE NOT CHECKED. THE
 FX2385'TELEPHONE BOOTH NO LONGER EXISTS, BUT THE CONCRETE PAD IN WHICH BOOTH
 FX2385'WAS SITTING REMAINS.
 FX2385
 FX2385                          STATION RECOVERY (1997)
 FX2385
 FX2385'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2385'MARK NOT FOUND.
 FX2385
 FX2385                          STATION RECOVERY (2005)
 FX2385
 FX2385'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 FX2385'GPS N36.13.840  W76.20.898
 FX2385' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1465 ***********************************************************************
 EY1465  DESIGNATION -  B 212
 EY1465  PID         -  EY1465
 EY1465  STATE/COUNTY-  NC/BERTIE
 EY1465  USGS QUAD   -  WESTOVER (1978)
 EY1465
 EY1465                         *CURRENT SURVEY CONTROL
 EY1465  ___________________________________________________________________
 EY1465* NAD 83(2001)-  35 56 56.09823(N)    076 44 45.04372(W)     NO CHECK  
 EY1465* NAVD 88     -         9.547  (meters)      31.32   (feet)  ADJUSTED  
 EY1465  ___________________________________________________________________
 EY1465  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EY1465  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EY1465  DYNAMIC HT  -           9.539 (meters)      31.30  (feet)  COMP
 EY1465  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 EY1465
 EY1465  HORZ ORDER  -  SECOND
 EY1465  VERT ORDER  -  FIRST     CLASS II
 EY1465
 EY1465.The horizontal coordinates were established by classical geodetic methods
 EY1465.and adjusted by the National Geodetic Survey in August 2005.
 EY1465.No horizontal observational check was made to the station.
 EY1465
 EY1465.The orthometric height was determined by differential leveling
 EY1465.and adjusted in June 1991.
 EY1465
 EY1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1465
 EY1465.The geoid height was determined by GEOID03.
 EY1465
 EY1465.The dynamic height is computed by dividing the NAVD 88
 EY1465.geopotential number by the normal gravity value computed on the
 EY1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1465.degrees latitude (g = 980.6199 gals.).
 EY1465
 EY1465.The modeled gravity was interpolated from observed gravity values.
 EY1465
 EY1465;                    North         East     Units Scale Factor Converg.
 EY1465;SPC NC       -   246,241.610   812,946.744   MT  0.99994650   +1 18 03.7
 EY1465;SPC NC       -   807,877.68  2,667,142.78   sFT  0.99994650   +1 18 03.7
 EY1465;UTM  18      - 3,979,691.114   342,542.043   MT  0.99990550   -1 01 30.5
 EY1465
 EY1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1465!SPC NC       -   1.00000424  x   0.99994650  =   0.99995074
 EY1465!UTM  18      -   1.00000424  x   0.99990550  =   0.99990974
 EY1465
 EY1465                          SUPERSEDED SURVEY CONTROL
 EY1465
 EY1465  NAD 83(1986)-  35 56 56.11095(N)    076 44 45.05181(W) AD(       ) 2
 EY1465  NGVD 29 (01/18/91)    9.87   (m)           32.4    (f) LEVELING    3  
 EY1465
 EY1465.Superseded values are not recommended for survey control.
 EY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1465.See file dsdata.txt to determine how the superseded data were derived.
 EY1465
 EY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4254279691(NAD 83)
 EY1465_MARKER: I = METAL ROD
 EY1465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1465_SP_SET: STAINLESS STEEL ROD
 EY1465_STAMPING: B 212 1979
 EY1465_MARK LOGO: NCGS  
 EY1465_PROJECTION: FLUSH
 EY1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1465_ROD/PIPE-DEPTH: 11.3 meters
 EY1465
 EY1465  HISTORY     - Date     Condition        Report By
 EY1465  HISTORY     - 1979     MONUMENTED       NGS
 EY1465  HISTORY     - 1981     GOOD             NCGS
 EY1465
 EY1465                          STATION DESCRIPTION
 EY1465
 EY1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1465'4.5 MI SOUTH FROM MERRY HILL.
 EY1465'4.7 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH
 EY1465'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, ON THE WEST SIDE
 EY1465'OF HIGHWAY BESIDE A POWER POLE APPROXIMATELY 200 FEET NORTH OF
 EY1465'SOUTH JUNCTION WITH SECONDARY ROUTE 1535, WHICH PARALLELS HIGHWAY
 EY1465'NORTHWARD, 49.6 FEET WEST OF CENTERLINE OF HIGHWAY, 36.0 FEET
 EY1465'EAST OF CENTERLINE OF ROAD, 1.8 FEET SOUTH OF A POWER POLE, 167.0
 EY1465'FEET SOUTH OF WEST END OF A CULVERT UNDER HIGHWAY AND 10.3 FEET
 EY1465'EAST OF BASE OF GUY WIRE.  THE DATUM POINT IS A STEEL KNOB ON TOP
 EY1465'OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO
 EY1465'FLANGE WITH ACCESS COVER.
 EY1465'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 EY1465'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EY1465
 EY1465                          STATION RECOVERY (1981)
 EY1465
 EY1465'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1493 ***********************************************************************
 EY1493  DESIGNATION -  B 213
 EY1493  PID         -  EY1493
 EY1493  STATE/COUNTY-  NC/BEAUFORT
 EY1493  USGS QUAD   -  WASHINGTON (1983)
 EY1493
 EY1493                         *CURRENT SURVEY CONTROL
 EY1493  ___________________________________________________________________
 EY1493* NAD 83(1986)-  35 32 48.     (N)    077 02 06.     (W)     SCALED    
 EY1493* NAVD 88     -         8.885  (meters)      29.15   (feet)  ADJUSTED  
 EY1493  ___________________________________________________________________
 EY1493  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 EY1493  DYNAMIC HT  -           8.877 (meters)      29.12  (feet)  COMP
 EY1493  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 EY1493
 EY1493  VERT ORDER  -  FIRST     CLASS II
 EY1493
 EY1493.The horizontal coordinates were scaled from a topographic map and have
 EY1493.an estimated accuracy of +/- 6 seconds.
 EY1493
 EY1493.The orthometric height was determined by differential leveling
 EY1493.and adjusted in June 1991.
 EY1493
 EY1493.The geoid height was determined by GEOID03.
 EY1493
 EY1493.The dynamic height is computed by dividing the NAVD 88
 EY1493.geopotential number by the normal gravity value computed on the
 EY1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1493.degrees latitude (g = 980.6199 gals.).
 EY1493
 EY1493.The modeled gravity was interpolated from observed gravity values.
 EY1493
 EY1493;                    North         East    Units  Estimated Accuracy
 EY1493;SPC NC       -   201,070.      787,750.      MT  (+/- 180 meters Scaled)
 EY1493
 EY1493                          SUPERSEDED SURVEY CONTROL
 EY1493
 EY1493.No superseded survey control is available for this station.
 EY1493
 EY1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE155355(NAD 83)
 EY1493_MARKER: I = METAL ROD
 EY1493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1493_SP_SET: STAINLESS STEEL ROD
 EY1493_STAMPING: B 213 1979
 EY1493_MARK LOGO: NGS   
 EY1493_PROJECTION: FLUSH
 EY1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1493+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 EY1493_ROD/PIPE-DEPTH: 6.10 meters
 EY1493
 EY1493  HISTORY     - Date     Condition        Report By
 EY1493  HISTORY     - 1979     MONUMENTED       NGS
 EY1493  HISTORY     - 19860730 GOOD             NCGS
 EY1493  HISTORY     - 19870829 GOOD             USPSQD
 EY1493  HISTORY     - 1989     GOOD             USPSQD
 EY1493  HISTORY     - 20040106 GOOD             USPSQD
 EY1493  HISTORY     - 20060312 GOOD             USPSQD
 EY1493
 EY1493                          STATION DESCRIPTION
 EY1493
 EY1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1493'1.4 MI EAST FROM WASHINGTON.
 EY1493'1.4 MILES EAST ALONG U.S. 264 FROM THE INTERSECTION WITH U.S. 17
 EY1493'IN WASHINGTON, AT A POWER POLE ON EASTERN ELEMENTARY SCHOOL GROUNDS
 EY1493'APPROXIMATELY 10 FEET WEST OF PROLONGATION OF WEST END OF SCHOOL
 EY1493'BUILDING AND 0.1 MILE EAST OF INTERSECTION WITH HUDNELL STREET.
 EY1493'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW
 EY1493'A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1493'THE MARK IS 1 FT  S FROM A WITNESS POST.
 EY1493'THE MARK IS 1 FT BELOW HIGHWAY.
 EY1493
 EY1493                          STATION RECOVERY (1986)
 EY1493
 EY1493'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986
 EY1493'RECOVERED AS DESCRIBED.
 EY1493
 EY1493                          STATION RECOVERY (1987)
 EY1493
 EY1493'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY1493'RECOVERED IN GOOD CONDITION.
 EY1493
 EY1493                          STATION RECOVERY (1989)
 EY1493
 EY1493'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY1493'RECOVERED IN GOOD CONDITION.
 EY1493
 EY1493                          STATION RECOVERY (2004)
 EY1493
 EY1493'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY1493'RECOVERED IN GOOD CONDITION.
 EY1493
 EY1493                          STATION RECOVERY (2006)
 EY1493
 EY1493'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1531 ***********************************************************************
 EY1531  DESIGNATION -  B 214
 EY1531  PID         -  EY1531
 EY1531  STATE/COUNTY-  NC/CRAVEN
 EY1531  USGS QUAD   -  NEW BERN (1994)
 EY1531
 EY1531                         *CURRENT SURVEY CONTROL
 EY1531  ___________________________________________________________________
 EY1531* NAD 83(1986)-  35 07 06.     (N)    077 04 42.     (W)     SCALED    
 EY1531* NAVD 88     -         6.691  (meters)      21.95   (feet)  ADJUSTED  
 EY1531  ___________________________________________________________________
 EY1531  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY1531  DYNAMIC HT  -           6.685 (meters)      21.93  (feet)  COMP
 EY1531  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 EY1531
 EY1531  VERT ORDER  -  FIRST     CLASS II
 EY1531
 EY1531.The horizontal coordinates were scaled from a topographic map and have
 EY1531.an estimated accuracy of +/- 6 seconds.
 EY1531
 EY1531.The orthometric height was determined by differential leveling
 EY1531.and adjusted in June 1991.
 EY1531
 EY1531.The geoid height was determined by GEOID03.
 EY1531
 EY1531.The dynamic height is computed by dividing the NAVD 88
 EY1531.geopotential number by the normal gravity value computed on the
 EY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1531.degrees latitude (g = 980.6199 gals.).
 EY1531
 EY1531.The modeled gravity was interpolated from observed gravity values.
 EY1531
 EY1531;                    North         East    Units  Estimated Accuracy
 EY1531;SPC NC       -   153,480.      784,740.      MT  (+/- 180 meters Scaled)
 EY1531
 EY1531                          SUPERSEDED SURVEY CONTROL
 EY1531
 EY1531.No superseded survey control is available for this station.
 EY1531
 EY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD106881(NAD 83)
 EY1531_MARKER: I = METAL ROD
 EY1531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1531_SP_SET: STAINLESS STEEL ROD
 EY1531_STAMPING: B 214 1979
 EY1531_PROJECTION: FLUSH
 EY1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1531+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 EY1531_ROD/PIPE-DEPTH: 9.14 meters
 EY1531
 EY1531  HISTORY     - Date     Condition        Report By
 EY1531  HISTORY     - 1979     MONUMENTED       NGS
 EY1531  HISTORY     - 19910210 GOOD             USPSQD
 EY1531  HISTORY     - 19960609 GOOD             USPSQD
 EY1531  HISTORY     - 20030130 GOOD             USPSQD
 EY1531  HISTORY     - 20050215 GOOD             USPSQD
 EY1531  HISTORY     - 20060227 GOOD             USPSQD
 EY1531
 EY1531                          STATION DESCRIPTION
 EY1531
 EY1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1531'IN NEW BERN.
 EY1531'0.95 MILE NORTHWEST ALONG U.S. 70 BUSINESS (NEUSE BOULEVARD) FROM
 EY1531'THE JUNCTION WITH U.S. 17 IN NEW BERN, ON SOUTHWEST SIDE OF HIGHWAY
 EY1531'IN FRONT OF THE SHERWOOD FOREST BAPTIST CHURCH, 32.4 FEET SOUTHWEST
 EY1531'OF CENTERLINE OF HIGHWAY, 1.1 FEET NORTHEAST OF POWER POLE 27,
 EY1531'109.9 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF CHURCH, 67.0
 EY1531'FEET NORTHEAST OF NORTHWEST CORNER OF BRICK SIGN AND 7.5 FEET NORTH-
 EY1531'NORTHWEST OF WATER METER COVER.  THE DATUM POINT IS A STEEL KNOB
 EY1531'ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY
 EY1531'LOGO FLANGE WITH ACCESS COVER.
 EY1531'THE MARK IS 0.8 FT  NE FROM A WITNESS POST.
 EY1531'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EY1531
 EY1531                          STATION RECOVERY (1991)
 EY1531
 EY1531'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY1531'RECOVERED IN GOOD CONDITION.
 EY1531
 EY1531                          STATION RECOVERY (1996)
 EY1531
 EY1531'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1531'RECOVERED IN GOOD CONDITION.
 EY1531
 EY1531                          STATION RECOVERY (2003)
 EY1531
 EY1531'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR)
 EY1531'RECOVERED IN GOOD CONDITION.
 EY1531
 EY1531                          STATION RECOVERY (2005)
 EY1531
 EY1531'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1531'RECOVERED IN GOOD CONDITION.
 EY1531
 EY1531                          STATION RECOVERY (2006)
 EY1531
 EY1531'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1206 ***********************************************************************
 EA1206  DESIGNATION -  B 215
 EA1206  PID         -  EA1206
 EA1206  STATE/COUNTY-  NC/ONSLOW
 EA1206  USGS QUAD   -  SNEADS FERRY (1988)
 EA1206
 EA1206                         *CURRENT SURVEY CONTROL
 EA1206  ___________________________________________________________________
 EA1206* NAD 83(1986)-  34 35 51.     (N)    077 28 42.     (W)     SCALED    
 EA1206* NAVD 88     -        18.037  (meters)      59.18   (feet)  ADJUSTED  
 EA1206  ___________________________________________________________________
 EA1206  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA1206  DYNAMIC HT  -          18.019 (meters)      59.12  (feet)  COMP
 EA1206  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 EA1206  OBS GRAVITY -     979,662.3   (mgal)                       GRAV_OBS
 EA1206
 EA1206  VERT ORDER  -  FIRST     CLASS II
 EA1206
 EA1206.The horizontal coordinates were scaled from a topographic map and have
 EA1206.an estimated accuracy of +/- 6 seconds.
 EA1206
 EA1206.The orthometric height was determined by differential leveling
 EA1206.and adjusted in June 1991.
 EA1206
 EA1206.The geoid height was determined by GEOID03.
 EA1206
 EA1206.The dynamic height is computed by dividing the NAVD 88
 EA1206.geopotential number by the normal gravity value computed on the
 EA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1206.degrees latitude (g = 980.6199 gals.).
 EA1206
 EA1206.The modeled gravity was interpolated from observed gravity values.
 EA1206.The observed gravity was obtained from relative gravimeter ties
 EA1206.to the IGSN71 gravity network.
 EA1206
 EA1206;                    North         East    Units  Estimated Accuracy
 EA1206;SPC NC       -    95,080.      749,170.      MT  (+/- 180 meters Scaled)
 EA1206
 EA1206                          SUPERSEDED SURVEY CONTROL
 EA1206
 EA1206.No superseded survey control is available for this station.
 EA1206
 EA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD727312(NAD 83)
 EA1206_MARKER: I = METAL ROD
 EA1206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1206_SP_SET: STAINLESS STEEL ROD
 EA1206_STAMPING: B 215 1979
 EA1206_PROJECTION: FLUSH
 EA1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1206_ROD/PIPE-DEPTH: 15.2 meters
 EA1206
 EA1206  HISTORY     - Date     Condition        Report By
 EA1206  HISTORY     - 1979     MONUMENTED       NGS
 EA1206
 EA1206                          STATION DESCRIPTION
 EA1206
 EA1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EA1206'0.5 MI NORTH FROM DIXON.
 EA1206'0.55 MILE NORTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1206'AT DIXON SCHOOL, ON WEST SIDE OF HIGHWAY AT RAILROAD MILEPOST 282
 EA1206'(ALSO MARKED W 38), 42.3 FEET WEST OF CENTERLINE OF HIGHWAY, 20.2
 EA1206'FEET EAST OF MILEPOST, 24.8 FEET NORTHWEST OF WEST END OF A 15
 EA1206'INCH CULVERT UNDER HIGHWAY AND 43.3 FEET EAST OF EAST RAIL OF
 EA1206'RAILROAD.  THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES
 EA1206'BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS
 EA1206'COVER.
 EA1206'THE MARK IS 1 FT  S FROM A WITNESS POST.
 EA1206'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1384 ***********************************************************************
 EB1384  DESIGNATION -  B 216
 EB1384  PID         -  EB1384
 EB1384  STATE/COUNTY-  NC/BRUNSWICK
 EB1384  USGS QUAD   -  WINNABOW (1990)
 EB1384
 EB1384                         *CURRENT SURVEY CONTROL
 EB1384  ___________________________________________________________________
 EB1384* NAD 83(1986)-  34 10 51.     (N)    078 05 00.     (W)     SCALED    
 EB1384* NAVD 88     -         5.781  (meters)      18.97   (feet)  ADJUSTED  
 EB1384  ___________________________________________________________________
 EB1384  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 EB1384  DYNAMIC HT  -           5.775 (meters)      18.95  (feet)  COMP
 EB1384  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 EB1384
 EB1384  VERT ORDER  -  FIRST     CLASS II
 EB1384
 EB1384.The horizontal coordinates were scaled from a topographic map and have
 EB1384.an estimated accuracy of +/- 6 seconds.
 EB1384
 EB1384.The orthometric height was determined by differential leveling
 EB1384.and adjusted in June 1991.
 EB1384
 EB1384.The geoid height was determined by GEOID03.
 EB1384
 EB1384.The dynamic height is computed by dividing the NAVD 88
 EB1384.geopotential number by the normal gravity value computed on the
 EB1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1384.degrees latitude (g = 980.6199 gals.).
 EB1384
 EB1384.The modeled gravity was interpolated from observed gravity values.
 EB1384
 EB1384;                    North         East    Units  Estimated Accuracy
 EB1384;SPC NC       -    48,190.      694,110.      MT  (+/- 180 meters Scaled)
 EB1384
 EB1384                          SUPERSEDED SURVEY CONTROL
 EB1384
 EB1384  NGVD 29 (10/06/93)    6.107  (m)           20.04   (f) ADJUSTED    1 2
 EB1384
 EB1384.Superseded values are not recommended for survey control.
 EB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1384.See file dsdata.txt to determine how the superseded data were derived.
 EB1384
 EB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT688860(NAD 83)
 EB1384_MARKER: F = FLANGE-ENCASED ROD
 EB1384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1384_SP_SET: STAINLESS STEEL ROD
 EB1384_STAMPING: B 216 1979
 EB1384_MARK LOGO: NGS   
 EB1384_PROJECTION: FLUSH
 EB1384_MAGNETIC: I = MARKER IS A STEEL ROD
 EB1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1384+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 EB1384_ROD/PIPE-DEPTH: 7.62 meters
 EB1384
 EB1384  HISTORY     - Date     Condition        Report By
 EB1384  HISTORY     - 1979     MONUMENTED       NGS
 EB1384  HISTORY     - 1985     GOOD             USPSQD
 EB1384  HISTORY     - 19980929 GOOD             NCGS
 EB1384  HISTORY     - 19980929 GOOD             NCGS
 EB1384  HISTORY     - 20010627 MARK NOT FOUND   USPSQD
 EB1384  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 EB1384  HISTORY     - 20050115 MARK NOT FOUND   USPSQD
 EB1384
 EB1384                          STATION DESCRIPTION
 EB1384
 EB1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1384'2.4 MI NNE FROM WINNABOW.
 EB1384'2.6 MILES NORTHEAST ALONG U.S. 17 FROM THE POST OFFICE IN
 EB1384'WINNABOW, ON SOUTHEAST SIDE OF HIGHWAY AT JUNCTION WITH N.C. 87
 EB1384'NORTH, AT A GULF SERVICE STATION AND BESIDE A RIGHT-OF-WAY
 EB1384'MARKER AT RIGHT-OF-WAY FENCE, 68.4 FEET SOUTHEAST OF EDGE OF
 EB1384'PAVEMENT OF NORTHBOUND LANES OF HIGHWAY, 117.5 FEET SOUTHWEST
 EB1384'OF SOUTHWEST CORNER OF STORE BUILDING, 102.2 FEET SOUTHWEST OF A
 EB1384'POWER POLE WITH REFERENCE TAG, 7.0 FEET NORTHEAST OF A FENCE POST
 EB1384'WITH REFERENCE TAG AND 1.3 FEET SOUTHWEST OF A RIGHT-OF-WAY
 EB1384'MARKER.  THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES
 EB1384'BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS
 EB1384'COVER.
 EB1384'THE MARK IS 0.8 FT  NE FROM A WITNESS POST.
 EB1384'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1384
 EB1384                          STATION RECOVERY (1985)
 EB1384
 EB1384'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1384'RECOVERED IN GOOD CONDITION.
 EB1384
 EB1384                          STATION RECOVERY (1998)
 EB1384
 EB1384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1384'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS.  GULF SERVICE STATION
 EB1384'IS NOW AN EXXON STATION LOCATED 1.5 FEET (0.5 M) SOUTH OF THE NORTH
 EB1384'END OF A RIGHT-OF-WAY FENCE AND 1.0 FOOT (0.3 M) NORTHEAST OF A METAL
 EB1384'WITNESS POST.
 EB1384
 EB1384                          STATION RECOVERY (1998)
 EB1384
 EB1384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1384'RECOVERED AS DESCRIBED.
 EB1384
 EB1384                          STATION RECOVERY (2001)
 EB1384
 EB1384'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1384'SEARCHED ALONG FENCE LINE WITH MICRONTA 4001.  SERVICE STATION IS NOW
 EB1384'EXXON (NOT GULF).  NO RMS ON FENCE POSTS OR PPS.
 EB1384
 EB1384                          STATION RECOVERY (2004)
 EB1384
 EB1384'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1384'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EB1384'FOUND.
 EB1384
 EB1384                          STATION RECOVERY (2005)
 EB1384
 EB1384'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB1384'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1540 ***********************************************************************
 EB1540  DESIGNATION -  B 217
 EB1540  PID         -  EB1540
 EB1540  STATE/COUNTY-  NC/COLUMBUS
 EB1540  USGS QUAD   -  CHADBOURN (1986)
 EB1540
 EB1540                         *CURRENT SURVEY CONTROL
 EB1540  ___________________________________________________________________
 EB1540* NAD 83(1986)-  34 19 22.     (N)    078 45 02.     (W)     SCALED    
 EB1540* NAVD 88     -        24.063  (meters)      78.95   (feet)  ADJUSTED  
 EB1540  ___________________________________________________________________
 EB1540  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EB1540  DYNAMIC HT  -          24.040 (meters)      78.87  (feet)  COMP
 EB1540  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EB1540
 EB1540  VERT ORDER  -  FIRST     CLASS II
 EB1540
 EB1540.The horizontal coordinates were scaled from a topographic map and have
 EB1540.an estimated accuracy of +/- 6 seconds.
 EB1540
 EB1540.The orthometric height was determined by differential leveling
 EB1540.and adjusted in June 1991.
 EB1540
 EB1540.The geoid height was determined by GEOID03.
 EB1540
 EB1540.The dynamic height is computed by dividing the NAVD 88
 EB1540.geopotential number by the normal gravity value computed on the
 EB1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1540.degrees latitude (g = 980.6199 gals.).
 EB1540
 EB1540.The modeled gravity was interpolated from observed gravity values.
 EB1540
 EB1540;                    North         East    Units  Estimated Accuracy
 EB1540;SPC NC       -    63,570.      632,560.      MT  (+/- 180 meters Scaled)
 EB1540
 EB1540                          SUPERSEDED SURVEY CONTROL
 EB1540
 EB1540  NGVD 29 (10/06/93)   24.366  (m)           79.94   (f) ADJUSTED    1 2
 EB1540
 EB1540.Superseded values are not recommended for survey control.
 EB1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1540.See file dsdata.txt to determine how the superseded data were derived.
 EB1540
 EB1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU069002(NAD 83)
 EB1540_MARKER: I = METAL ROD
 EB1540_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1540_SP_SET: STAINLESS STEEL ROD
 EB1540_STAMPING: B 217 1979
 EB1540_PROJECTION: FLUSH
 EB1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1540_ROD/PIPE-DEPTH: 9.14 meters
 EB1540
 EB1540  HISTORY     - Date     Condition        Report By
 EB1540  HISTORY     - 1979     MONUMENTED       NGS
 EB1540  HISTORY     - 1985     GOOD             USPSQD
 EB1540
 EB1540                          STATION DESCRIPTION
 EB1540
 EB1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1540'2.8 MI WEST FROM WHITEVILLE.
 EB1540'2.05 MILES WEST ALONG VIRGIL STREET (SR 1437) FROM THE JUNCTION
 EB1540'WITH U.S. 701 BYPASS, THENCE CONTINUING WEST ALONG SR 1436, OR
 EB1540'2.8 MILES WEST ALONG SEABOARD COAST LINE RAILROAD FROM THE
 EB1540'WHITEVILLE DEPOT, ON THE NORTH SIDE AND ACROSS SR 1436 FROM
 EB1540'MILEPOST 293 AT A FARM DRIVE, 27.3 FEET NORTH OF CENTERLINE OF
 EB1540'ROAD, 31.1 FEET WEST OF POWER POLE WITH REFERENCE TAG, 15.4 FEET
 EB1540'NORTHWEST OF WEST END OF DRIVEWAY CULVERT, 5.0 FEET EAST OF 8 INCH
 EB1540'PINE WITH REFERENCE TAG AND 82.4 FEET SOUTHWEST OF POWER POLE WITH
 EB1540'REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD
 EB1540'4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH
 EB1540'ACCESS COVER.
 EB1540'THE MARK IS 0.6 FT  S FROM A WITNESS POST.
 EB1540'THE MARK IS 2 FT ABOVE ROAD.
 EB1540
 EB1540                          STATION RECOVERY (1985)
 EB1540
 EB1540'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1933 ***********************************************************************
 EZ1933  DESIGNATION -  B 218
 EZ1933  PID         -  EZ1933
 EZ1933  STATE/COUNTY-  NC/WAKE
 EZ1933  USGS QUAD   -  RALEIGH EAST (1993)
 EZ1933
 EZ1933                         *CURRENT SURVEY CONTROL
 EZ1933  ___________________________________________________________________
 EZ1933* NAD 83(1986)-  35 48 16.     (N)    078 37 28.     (W)     SCALED    
 EZ1933* NAVD 88     -        73.369  (meters)     240.71   (feet)  ADJUSTED  
 EZ1933  ___________________________________________________________________
 EZ1933  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ1933  DYNAMIC HT  -          73.305 (meters)     240.50  (feet)  COMP
 EZ1933  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 EZ1933
 EZ1933  VERT ORDER  -  FIRST     CLASS II
 EZ1933
 EZ1933.The horizontal coordinates were scaled from a topographic map and have
 EZ1933.an estimated accuracy of +/- 6 seconds.
 EZ1933
 EZ1933.The orthometric height was determined by differential leveling
 EZ1933.and adjusted in June 1991.
 EZ1933
 EZ1933.The geoid height was determined by GEOID03.
 EZ1933
 EZ1933.The dynamic height is computed by dividing the NAVD 88
 EZ1933.geopotential number by the normal gravity value computed on the
 EZ1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1933.degrees latitude (g = 980.6199 gals.).
 EZ1933
 EZ1933.The modeled gravity was interpolated from observed gravity values.
 EZ1933
 EZ1933;                    North         East    Units  Estimated Accuracy
 EZ1933;SPC NC       -   227,970.      643,540.      MT  (+/- 180 meters Scaled)
 EZ1933
 EZ1933                          SUPERSEDED SURVEY CONTROL
 EZ1933
 EZ1933  NGVD 29 (03/05/92)   73.647  (m)          241.62   (f) ADJUSTED    1 2
 EZ1933
 EZ1933.Superseded values are not recommended for survey control.
 EZ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1933.See file dsdata.txt to determine how the superseded data were derived.
 EZ1933
 EZ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV146648(NAD 83)
 EZ1933_MARKER: I = METAL ROD
 EZ1933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ1933_SP_SET: STAINLESS STEEL ROD
 EZ1933_STAMPING: B 218 1980
 EZ1933_PROJECTION: FLUSH
 EZ1933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ1933+STABILITY: POSITION/ELEVATION WELL
 EZ1933_ROD/PIPE-DEPTH: 6.10 meters
 EZ1933
 EZ1933  HISTORY     - Date     Condition        Report By
 EZ1933  HISTORY     - 1980     MONUMENTED       NGS
 EZ1933
 EZ1933                          STATION DESCRIPTION
 EZ1933
 EZ1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ1933'IN RALEIGH.
 EZ1933'AT THE JUNCTION OF THE SEABOARD COAST LINE AND NORFOLK SOUTHERN
 EZ1933'RAILROADS IN NORTH RALEIGH, 0.15 MILE NORTH ALONG A DIRT ROAD
 EZ1933'FROM INTERSECTION OF WAKE FOREST ROAD WITH OLD LOUISBURG ROAD,
 EZ1933'127.6 FEET SOUTHEAST OF CROSSING OF RAILROADS, 58.3 FEET SOUTH
 EZ1933'OF SOUTH RAIL OF SOUTHERN RAILROAD, 33.9 FEET SOUTH OF TELEPHONE
 EZ1933'POLE 86 WITH REFERENCE TAG, 23.0 FEET SOUTH OF A MANHOLE COVER
 EZ1933'AND 52.0 FEET NORTHEAST OF TELEPHONE POLE 85 WITH REFERENCE TAG.
 EZ1933'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW
 EZ1933'A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ1933'THE MARK IS 0.9 FT  SW FROM A WITNESS POST.
 EZ1933'THE MARK IS 1 FT BELOW CROSSING OF RAILROADS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7506 ***********************************************************************
 AE7506  DESIGNATION -  B 218 RESET
 AE7506  PID         -  AE7506
 AE7506  STATE/COUNTY-  NC/WAKE
 AE7506  USGS QUAD   -  RALEIGH WEST (1988)
 AE7506
 AE7506                         *CURRENT SURVEY CONTROL
 AE7506  ___________________________________________________________________
 AE7506* NAD 83(2001)-  35 48 16.16845(N)    078 37 29.99397(W)     ADJUSTED  
 AE7506* NAVD 88     -        73.85   (+/-2cm)     242.3    (feet)  VERTCON   
 AE7506  ___________________________________________________________________
 AE7506  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 AE7506  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AE7506  HORZ ORDER  -  SECOND
 AE7506  VERT ORDER  -  THIRD ? (See Below)
 AE7506
 AE7506.The horizontal coordinates were established by classical geodetic methods
 AE7506.and adjusted by the National Geodetic Survey in August 2005.
 AE7506
 AE7506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7506.The vertical order pertains to the NGVD 29 superseded value.
 AE7506
 AE7506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7506
 AE7506.The geoid height was determined by GEOID03.
 AE7506
 AE7506;                    North         East     Units Scale Factor Converg.
 AE7506;SPC NC       -   227,972.983   643,493.187   MT  0.99991902   +0 12 59.2
 AE7506;SPC NC       -   747,941.36  2,111,193.90   sFT  0.99991902   +0 12 59.2
 AE7506;UTM  17      - 3,964,866.929   714,599.903   MT  1.00016752   +1 23 23.8
 AE7506
 AE7506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7506!SPC NC       -   0.99999357  x   0.99991902  =   0.99991260
 AE7506!UTM  17      -   0.99999357  x   1.00016752  =   1.00016109
 AE7506
 AE7506                          SUPERSEDED SURVEY CONTROL
 AE7506
 AE7506  NAD 83(1986)-  35 48 16.17234(N)    078 37 30.00226(W) AD(       ) 2
 AE7506  NGVD 29 (02/27/98)   74.13   (m)          243.2    (f) LEVELING    3  
 AE7506
 AE7506.Superseded values are not recommended for survey control.
 AE7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7506.See file dsdata.txt to determine how the superseded data were derived.
 AE7506
 AE7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1460064867(NAD 83)
 AE7506_MARKER: DB = BENCH MARK DISK
 AE7506_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE7506+WITH SETTING: PAVEMENT
 AE7506_SP_SET: BRIDGE FLOOR
 AE7506_STAMPING: B 218 RESET 1980-1987
 AE7506_MARK LOGO: NCGS  
 AE7506_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7506+STABILITY: SURFACE MOTION
 AE7506
 AE7506  HISTORY     - Date     Condition        Report By
 AE7506  HISTORY     - 1987     MONUMENTED       NCGS
 AE7506  HISTORY     - 19960325 GOOD             NCGS
 AE7506  HISTORY     - 20080501 GOOD             GEOCAC
 AE7506
 AE7506                          STATION DESCRIPTION
 AE7506
 AE7506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AE7506'RECOVERED AS DESCRIBED. STATION IS IN NORTHEAST RALEIGH. ALONG WAKE
 AE7506'FOREST ROAD FOR 0.25 MI (0.40 KM) SOUTHWEST FROM WHITAKER MILL ROAD,
 AE7506'AT THE RAILROAD BRIDGE, AT THE SOUTHEAST CORNER. MARK IS LOCATED 4.6
 AE7506'FT (1.4 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE TRACK, 9.1 FT (2.8
 AE7506'M) WEST-NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE BRIDGE RAIL,
 AE7506'41.0 FT (12.5 M) WEST-NORTHWEST OF A SIGNAL LIGHT POLE, AND 2.5 FT
 AE7506'(0.8 M) NORTH OF THE BRIDGE RAIL.
 AE7506
 AE7506                          STATION RECOVERY (2008)
 AE7506
 AE7506'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 AE7506'VERIFIED EXISTENCE ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2097 ***********************************************************************
 EZ2097  DESIGNATION -  B 219
 EZ2097  PID         -  EZ2097
 EZ2097  STATE/COUNTY-  NC/MOORE
 EZ2097  USGS QUAD   -  VASS (1974)
 EZ2097
 EZ2097                         *CURRENT SURVEY CONTROL
 EZ2097  ___________________________________________________________________
 EZ2097* NAD 83(1986)-  35 16 57.     (N)    079 16 21.     (W)     SCALED    
 EZ2097* NAVD 88     -        81.298  (meters)     266.73   (feet)  ADJUSTED  
 EZ2097  ___________________________________________________________________
 EZ2097  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EZ2097  DYNAMIC HT  -          81.226 (meters)     266.49  (feet)  COMP
 EZ2097  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 EZ2097
 EZ2097  VERT ORDER  -  FIRST     CLASS II
 EZ2097
 EZ2097.The horizontal coordinates were scaled from a topographic map and have
 EZ2097.an estimated accuracy of +/- 6 seconds.
 EZ2097
 EZ2097.The orthometric height was determined by differential leveling
 EZ2097.and adjusted in June 1991.
 EZ2097
 EZ2097.The geoid height was determined by GEOID03.
 EZ2097
 EZ2097.The dynamic height is computed by dividing the NAVD 88
 EZ2097.geopotential number by the normal gravity value computed on the
 EZ2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2097.degrees latitude (g = 980.6199 gals.).
 EZ2097
 EZ2097.The modeled gravity was interpolated from observed gravity values.
 EZ2097
 EZ2097;                    North         East    Units  Estimated Accuracy
 EZ2097;SPC NC       -   170,030.      584,810.      MT  (+/- 180 meters Scaled)
 EZ2097
 EZ2097                          SUPERSEDED SURVEY CONTROL
 EZ2097
 EZ2097  NGVD 29 (10/06/93)   81.542  (m)          267.53   (f) ADJUSTED    1 2
 EZ2097
 EZ2097.Superseded values are not recommended for survey control.
 EZ2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2097.See file dsdata.txt to determine how the superseded data were derived.
 EZ2097
 EZ2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV571057(NAD 83)
 EZ2097_MARKER: I = METAL ROD
 EZ2097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2097_SP_SET: DRIVEN TO REFUSAL
 EZ2097_STAMPING: B 219 1980
 EZ2097_PROJECTION: FLUSH
 EZ2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2097+STABILITY: POSITION/ELEVATION WELL
 EZ2097_ROD/PIPE-DEPTH: 4.27 meters
 EZ2097
 EZ2097  HISTORY     - Date     Condition        Report By
 EZ2097  HISTORY     - 1980     MONUMENTED       NGS
 EZ2097
 EZ2097                          STATION DESCRIPTION
 EZ2097
 EZ2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2097'1.8 MI NNE FROM VASS.
 EZ2097'1.8 MILES NORTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1001-MAIN
 EZ2097'STREET-IN VASS, ON WEST SIDE OF HIGHWAY AT A SECURITY FENCE FOR AN
 EZ2097'OLD CONSTRUCTION SITE AND 0.25 MILE NORTH OF JUNCTION WITH SR 1826,
 EZ2097'74.6 FEET WEST OF CENTERLINE OF HIGHWAY, 1.5 FEET EAST OF FENCE,
 EZ2097'57.8 FEET SOUTHWEST OF POWER POLE 8003 WITH REFERENCE TAG AND 31.4
 EZ2097'FEET SOUTH OF 20 INCH POPLAR WITH REFERENCE TAG.  THE DATUM POINT IS A
 EZ2097'STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC
 EZ2097'SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2097'THE MARK IS 0.8 FT  N FROM A WITNESS POST.
 EZ2097'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2027 ***********************************************************************
 EZ2027  DESIGNATION -  B 220
 EZ2027  PID         -  EZ2027
 EZ2027  STATE/COUNTY-  NC/CUMBERLAND
 EZ2027  USGS QUAD   -  MANCHESTER (1987)
 EZ2027
 EZ2027                         *CURRENT SURVEY CONTROL
 EZ2027  ___________________________________________________________________
 EZ2027* NAD 83(1986)-  35 11 44.     (N)    078 59 33.     (W)     SCALED    
 EZ2027* NAVD 88     -        48.807  (meters)     160.13   (feet)  ADJUSTED  
 EZ2027  ___________________________________________________________________
 EZ2027  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 EZ2027  DYNAMIC HT  -          48.763 (meters)     159.98  (feet)  COMP
 EZ2027  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 EZ2027
 EZ2027  VERT ORDER  -  FIRST     CLASS II
 EZ2027
 EZ2027.The horizontal coordinates were scaled from a topographic map and have
 EZ2027.an estimated accuracy of +/- 6 seconds.
 EZ2027
 EZ2027.The orthometric height was determined by differential leveling
 EZ2027.and adjusted in June 1991.
 EZ2027
 EZ2027.The geoid height was determined by GEOID03.
 EZ2027
 EZ2027.The dynamic height is computed by dividing the NAVD 88
 EZ2027.geopotential number by the normal gravity value computed on the
 EZ2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2027.degrees latitude (g = 980.6199 gals.).
 EZ2027
 EZ2027.The modeled gravity was interpolated from observed gravity values.
 EZ2027
 EZ2027;                    North         East    Units  Estimated Accuracy
 EZ2027;SPC NC       -   160,360.      610,280.      MT  (+/- 180 meters Scaled)
 EZ2027
 EZ2027                          SUPERSEDED SURVEY CONTROL
 EZ2027
 EZ2027  NGVD 29 (10/06/93)   49.051  (m)          160.93   (f) ADJUSTED    1 2
 EZ2027
 EZ2027.Superseded values are not recommended for survey control.
 EZ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2027.See file dsdata.txt to determine how the superseded data were derived.
 EZ2027
 EZ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU827965(NAD 83)
 EZ2027_MARKER: I = METAL ROD
 EZ2027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2027_SP_SET: STAINLESS STEEL ROD
 EZ2027_STAMPING: B 220 1980
 EZ2027_PROJECTION: FLUSH
 EZ2027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2027+STABILITY: POSITION/ELEVATION WELL
 EZ2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2027+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 EZ2027_ROD/PIPE-DEPTH: 5.18 meters
 EZ2027
 EZ2027  HISTORY     - Date     Condition        Report By
 EZ2027  HISTORY     - 1980     MONUMENTED       NGS
 EZ2027  HISTORY     - 1985     GOOD             USPSQD
 EZ2027  HISTORY     - 20050415 GOOD             GEOCAC
 EZ2027
 EZ2027                          STATION DESCRIPTION
 EZ2027
 EZ2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2027'2.2 MI NW FROM SPRING LAKE.
 EZ2027'0.25 MILE WEST ALONG SR 1001-VASS ROAD-FROM INTERSECTION WITH
 EZ2027'N.C. 87-24 IN MANCHESTER COMMUNITY, SET ON GROUNDS OF BETHEL ZION
 EZ2027'CHURCH BETWEEN THE FOUNDATION FOR THE CHURCH BELL AND THE BULLETIN
 EZ2027'BOARD, 61.0 FEET SOUTH OF CENTERLINE OF ROAD, 1.8 FEET WEST OF
 EZ2027'NORTHWEST CORNER OF BASE FOR BELL, 2.7 FEET EAST OF NORTHEAST CORNER
 EZ2027'OF BULLETIN BOARD, 36.8 FEET NORTHEAST OF NORTHWEST CORNER OF CHURCH
 EZ2027'AND 60.4 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG.  THE DATUM
 EZ2027'POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD
 EZ2027'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2027'THE MARK IS 2 FT BELOW ROAD.
 EZ2027
 EZ2027                          STATION RECOVERY (1985)
 EZ2027
 EZ2027'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ2027'RECOVERED IN GOOD CONDITION.
 EZ2027
 EZ2027                          STATION RECOVERY (2005)
 EZ2027
 EZ2027'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EZ2027'STATION FOUND IN GOOD CONDITION.
 EZ2027' 
 EZ2027'STATION REMAINS ON CHURCH PROPERTY BUT IS NOW RECESSED 1-2 INCHES, 9.7
 EZ2027'FEET (NE) OF THE (NE) CORNER OF THE BRICK SUPPORT BASE FOR THE BLACK
 EZ2027'BELL, 8.9 FEET (SE) OF THE SOUTHERN LEG OF THE WHITE CHURCH SIGN, 9.9
 EZ2027'FEET (WNW) FROM THE EDGE OF THE BLACKTOP PARKING AREA AND 25.0 FEET
 EZ2027'(NNW) FROM THE (NE) CORNER OF THE MAIN BUILDING.
 EZ2027' 
 EZ2027'(NE CORNER HAS SMALL WOOD SIGN WITH NUMBERS 255 FACING THE MAIN ROAD
 EZ2027'THAT IS APPROX. 10 FEET ABOVE GROUND LEVEL)
 EZ2027' 
 EZ2027'H/H GPS COORDINATES (NAD 83) 35 11 43.6 (N) -- 078 59 32.7 (W)POSITION
 EZ2027'ERROR 11.7 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1423 ***********************************************************************
 EB1423  DESIGNATION -  B 221
 EB1423  PID         -  EB1423
 EB1423  STATE/COUNTY-  NC/SAMPSON
 EB1423  USGS QUAD   -  GARLAND (1986)
 EB1423
 EB1423                         *CURRENT SURVEY CONTROL
 EB1423  ___________________________________________________________________
 EB1423* NAD 83(1986)-  34 50 29.     (N)    078 25 35.     (W)     SCALED    
 EB1423* NAVD 88     -        39.534  (meters)     129.70   (feet)  ADJUSTED  
 EB1423  ___________________________________________________________________
 EB1423  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EB1423  DYNAMIC HT  -          39.497 (meters)     129.58  (feet)  COMP
 EB1423  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EB1423
 EB1423  VERT ORDER  -  FIRST     CLASS II
 EB1423
 EB1423.The horizontal coordinates were scaled from a topographic map and have
 EB1423.an estimated accuracy of +/- 6 seconds.
 EB1423
 EB1423.The orthometric height was determined by differential leveling
 EB1423.and adjusted in June 1991.
 EB1423
 EB1423.The geoid height was determined by GEOID03.
 EB1423
 EB1423.The dynamic height is computed by dividing the NAVD 88
 EB1423.geopotential number by the normal gravity value computed on the
 EB1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1423.degrees latitude (g = 980.6199 gals.).
 EB1423
 EB1423.The modeled gravity was interpolated from observed gravity values.
 EB1423
 EB1423;                    North         East    Units  Estimated Accuracy
 EB1423;SPC NC       -   121,220.      662,060.      MT  (+/- 180 meters Scaled)
 EB1423
 EB1423                          SUPERSEDED SURVEY CONTROL
 EB1423
 EB1423  NGVD 29 (10/06/93)   39.797  (m)          130.57   (f) ADJUSTED    1 2
 EB1423
 EB1423.Superseded values are not recommended for survey control.
 EB1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1423.See file dsdata.txt to determine how the superseded data were derived.
 EB1423
 EB1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU353584(NAD 83)
 EB1423_MARKER: I = METAL ROD
 EB1423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1423_SP_SET: STAINLESS STEEL ROD
 EB1423_STAMPING: B 221 1980
 EB1423_PROJECTION: FLUSH
 EB1423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1423+STABILITY: POSITION/ELEVATION WELL
 EB1423_ROD/PIPE-DEPTH: 7.62 meters
 EB1423
 EB1423  HISTORY     - Date     Condition        Report By
 EB1423  HISTORY     - 1980     MONUMENTED       NGS
 EB1423  HISTORY     - 1985     GOOD             USPSQD
 EB1423
 EB1423                          STATION DESCRIPTION
 EB1423
 EB1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1423'4.2 MI NNW FROM GARLAND.
 EB1423'4.5 MILES NORTHWEST ALONG N.C. 411 FROM INTERSECTION WITH U.S. 701
 EB1423'IN GARLAND, AT A SERVICE POLE IN THE YARD OF A SMALL WHITE HOUSE AND
 EB1423'0.1 MILE NORTHWEST OF INTERSECTION WITH SR 1208-GREENS BRIDGE ROAD-,
 EB1423'32.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 56.0 FEET NORTHWEST OF
 EB1423'CENTERLINE OF DRIVE, 37.7 FEET NORTHWEST OF TELEPHONE PEDESTAL,
 EB1423'108.0 FEET SOUTHEAST OF EAST CORNER OF HOUSE AND 1.4 FEET SOUTHWEST
 EB1423'OF POLE WITH REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP OF
 EB1423'A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE
 EB1423'WITH ACCESS COVER.
 EB1423'THE MARK IS 2 FT BELOW HIGHWAY.
 EB1423
 EB1423                          STATION RECOVERY (1985)
 EB1423
 EB1423'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0537 ***********************************************************************
 EY0537  DESIGNATION -  B 221
 EY0537  PID         -  EY0537
 EY0537  STATE/COUNTY-  NC/BEAUFORT
 EY0537  USGS QUAD   -  OLD FORD (1979)
 EY0537
 EY0537                         *CURRENT SURVEY CONTROL
 EY0537  ___________________________________________________________________
 EY0537* NAD 83(1986)-  35 39 25.     (N)    077 02 23.     (W)     SCALED    
 EY0537* NAVD 88     -        13.454  (meters)      44.14   (feet)  POSTED    
 EY0537  ___________________________________________________________________
 EY0537  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 EY0537  DYNAMIC HT  -          13.440 (meters)      44.09  (feet)  COMP
 EY0537  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 EY0537
 EY0537  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0537
 EY0537.The horizontal coordinates were scaled from a topographic map and have
 EY0537.an estimated accuracy of +/- 6 seconds.
 EY0537
 EY0537.The orthometric height was determined by differential leveling
 EY0537.and adjusted by the  in 1992.
 EY0537.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0537.rate of 1.1 thru 2.0 mm/km.
 EY0537
 EY0537.The geoid height was determined by GEOID03.
 EY0537
 EY0537.The dynamic height is computed by dividing the NAVD 88
 EY0537.geopotential number by the normal gravity value computed on the
 EY0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0537.degrees latitude (g = 980.6199 gals.).
 EY0537
 EY0537.The modeled gravity was interpolated from observed gravity values.
 EY0537
 EY0537;                    North         East    Units  Estimated Accuracy
 EY0537;SPC NC       -   213,290.      787,080.      MT  (+/- 180 meters Scaled)
 EY0537
 EY0537                          SUPERSEDED SURVEY CONTROL
 EY0537
 EY0537  NGVD 29 (??/??/92)   13.787  (m)           45.23   (f) ADJ UNCH    2 0
 EY0537
 EY0537.Superseded values are not recommended for survey control.
 EY0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0537.See file dsdata.txt to determine how the superseded data were derived.
 EY0537
 EY0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE153478(NAD 83)
 EY0537_MARKER: DB = BENCH MARK DISK
 EY0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0537_STAMPING: B 221 1941
 EY0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0537+STABILITY: SURFACE MOTION
 EY0537
 EY0537  HISTORY     - Date     Condition        Report By
 EY0537  HISTORY     - 1941     MONUMENTED       CGS
 EY0537  HISTORY     - 1962     GOOD             NGS
 EY0537
 EY0537                          STATION DESCRIPTION
 EY0537
 EY0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EY0537'2 MI NE FROM MINEOLA.
 EY0537'2 MILES NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 17 AND
 EY0537'STATE HIGHWAY NO. 171 ALONG STATE HIGHWAY NO. 171, 109.5 FEET
 EY0537'WEST-NORTHWEST OF THE WEST CORNER OF HOUSE, 47.3 FEET EAST OF THE
 EY0537'CENTER LINE OF HIGH WAY, 23.5 FEET SOUTHEAST OF CORNER FENCE POST,
 EY0537'21 FEET SOUTHWEST OF THE 24-INCH OAK TREE IN YARD, 2 FEET NORTH
 EY0537'EAST OF THE NORTHWEST AND SOUTHEAST FENCE LINE, 2 FEET NORTHWEST
 EY0537'OF WHITE MARKER POST STENCILED USBM, SET IN THE WEST CORNER
 EY0537'OF THE YARD OF A TWO-STORY FARM HOUSE.  A STANDARD DISK STAMPED
 EY0537'B-221 1941, AND SET IN THE TOP OF A PRECAST CONCRETE POST.
 EY0537
 EY0537                          STATION RECOVERY (1962)
 EY0537
 EY0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1468 ***********************************************************************
 EB1468  DESIGNATION -  B 222
 EB1468  PID         -  EB1468
 EB1468  STATE/COUNTY-  NC/PENDER
 EB1468  USGS QUAD   -  CURRIE (1988)
 EB1468
 EB1468                         *CURRENT SURVEY CONTROL
 EB1468  ___________________________________________________________________
 EB1468* NAD 83(1986)-  34 28 00.     (N)    078 05 15.     (W)     SCALED    
 EB1468* NAVD 88     -        10.440  (meters)      34.25   (feet)  ADJUSTED  
 EB1468  ___________________________________________________________________
 EB1468  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EB1468  DYNAMIC HT  -          10.430 (meters)      34.22  (feet)  COMP
 EB1468  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EB1468
 EB1468  VERT ORDER  -  FIRST     CLASS II
 EB1468
 EB1468.The horizontal coordinates were scaled from a topographic map and have
 EB1468.an estimated accuracy of +/- 6 seconds.
 EB1468
 EB1468.The orthometric height was determined by differential leveling
 EB1468.and adjusted in June 1991.
 EB1468
 EB1468.The geoid height was determined by GEOID03.
 EB1468
 EB1468.The dynamic height is computed by dividing the NAVD 88
 EB1468.geopotential number by the normal gravity value computed on the
 EB1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1468.degrees latitude (g = 980.6199 gals.).
 EB1468
 EB1468.The modeled gravity was interpolated from observed gravity values.
 EB1468
 EB1468;                    North         East    Units  Estimated Accuracy
 EB1468;SPC NC       -    79,890.      693,430.      MT  (+/- 180 meters Scaled)
 EB1468
 EB1468                          SUPERSEDED SURVEY CONTROL
 EB1468
 EB1468  NGVD 29 (10/06/93)   10.720  (m)           35.17   (f) ADJUSTED    1 2
 EB1468
 EB1468.Superseded values are not recommended for survey control.
 EB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1468.See file dsdata.txt to determine how the superseded data were derived.
 EB1468
 EB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU675177(NAD 83)
 EB1468_MARKER: I = METAL ROD
 EB1468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1468_SP_SET: STAINLESS STEEL ROD
 EB1468_STAMPING: B 222 1980
 EB1468_PROJECTION: FLUSH
 EB1468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1468+STABILITY: POSITION/ELEVATION WELL
 EB1468_ROD/PIPE-DEPTH: 13.7 meters
 EB1468
 EB1468  HISTORY     - Date     Condition        Report By
 EB1468  HISTORY     - 1980     MONUMENTED       NGS
 EB1468
 EB1468                          STATION DESCRIPTION
 EB1468
 EB1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1468'0.8 MI ENE FROM CURRIE.
 EB1468'0.85 MILES EASTERLY ALONG N.C. 210 FROM INTERSECTION WITH SR 1120 AT
 EB1468'THE POST OFFICE IN CURRIE, BESIDE A POWER POLE IN THE YARD OF A BLUE
 EB1468'BLOCK HOUSE AND 0.35 MILE EAST OF SR 1115 CROSSROAD, 31.0 FEET NORTH
 EB1468'OF CENTERLINE OF HIGHWAY, 15.5 FEET WEST OF CENTERLINE OF DRIVE,
 EB1468'2.5 FEET SOUTHWEST OF POWER POLE 21685 WITH REFERENCE TAG, 16.1 FEET
 EB1468'NORTHWEST OF WEST END OF CULVERT, 99.3 FEET SOUTHEAST OF SOUTHWEST
 EB1468'CORNER OF HOUSE, 61.2 FEET WEST TELEPHONE PEDESTAL AND 16.1 FEET EAST
 EB1468'OF GUY WIRE ANCHOR.  THE DATUM POINT IS STEEL KNOB ON TOP OF A ROD 4
 EB1468'INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH
 EB1468'ACCESS COVER.
 EB1468'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0557 ***********************************************************************
 EY0557  DESIGNATION -  B 222
 EY0557  PID         -  EY0557
 EY0557  STATE/COUNTY-  NC/MARTIN
 EY0557  USGS QUAD   -  WILLIAMSTON (1982)
 EY0557
 EY0557                         *CURRENT SURVEY CONTROL
 EY0557  ___________________________________________________________________
 EY0557* NAD 83(1986)-  35 47 19.     (N)    077 03 38.     (W)     SCALED    
 EY0557* NAVD 88     -         7.301  (meters)      23.95   (feet)  POSTED    
 EY0557  ___________________________________________________________________
 EY0557  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EY0557  DYNAMIC HT  -           7.290 (meters)      23.92  (feet)  COMP
 EY0557  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 EY0557
 EY0557  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0557
 EY0557.The horizontal coordinates were scaled from a topographic map and have
 EY0557.an estimated accuracy of +/- 6 seconds.
 EY0557
 EY0557.The orthometric height was determined by differential leveling
 EY0557.and adjusted by the  in 1992.
 EY0557.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0557.rate of 0.0 thru 1.0 mm/km.
 EY0557
 EY0557.The geoid height was determined by GEOID03.
 EY0557
 EY0557.The dynamic height is computed by dividing the NAVD 88
 EY0557.geopotential number by the normal gravity value computed on the
 EY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0557.degrees latitude (g = 980.6199 gals.).
 EY0557
 EY0557.The modeled gravity was interpolated from observed gravity values.
 EY0557
 EY0557;                    North         East    Units  Estimated Accuracy
 EY0557;SPC NC       -   227,860.      784,910.      MT  (+/- 180 meters Scaled)
 EY0557
 EY0557                          SUPERSEDED SURVEY CONTROL
 EY0557
 EY0557  NGVD 29 (??/??/92)    7.630  (m)           25.03   (f) ADJ UNCH    2 0
 EY0557
 EY0557.Superseded values are not recommended for survey control.
 EY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0557.See file dsdata.txt to determine how the superseded data were derived.
 EY0557
 EY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE137624(NAD 83)
 EY0557_MARKER: DB = BENCH MARK DISK
 EY0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0557_SP_SET: BRIDGE ABUTMENT
 EY0557_STAMPING: B 222 1941
 EY0557_MARK LOGO: CGS   
 EY0557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0557+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 EY0557
 EY0557  HISTORY     - Date     Condition        Report By
 EY0557  HISTORY     - 1941     MONUMENTED       NCGS
 EY0557  HISTORY     - 1962     GOOD             NGS
 EY0557  HISTORY     - 20030417 GOOD             NCDOT
 EY0557  HISTORY     - 20060412 GOOD             NCGS
 EY0557
 EY0557                          STATION DESCRIPTION
 EY0557
 EY0557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1941
 EY0557'4.5 MI S FROM WILLIAMSTON.
 EY0557'4.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 17 FROM CITY HALL AT
 EY0557'WILLIAMSTON, SET IN THE WEST END OF THE SOUTH ABUTMENT OF RUDYS
 EY0557'SWAMP BRIDGE, ABOUT 150 FEET NORTH OF INTERSECTION OF HIGHWAY
 EY0557'AND ROAD LEADING EAST TO SMITH-WICK CHURCH, 18.5 FEET WEST OF
 EY0557'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK STAMPED B-222
 EY0557'1941.
 EY0557
 EY0557                          STATION RECOVERY (1962)
 EY0557
 EY0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0557'RECOVERED IN GOOD CONDITION.
 EY0557
 EY0557                          STATION RECOVERY (2003)
 EY0557
 EY0557'RECOVERY NOTE BY 
NC DOT 2003 (RMS)
 EY0557'LOCATED IN WEST END OF SOUTH ABUTMENT OF BRIDGE FOR SOUTH BOUND LANES.
 EY0557' 
 EY0557
 EY0557                          STATION RECOVERY (2006)
 EY0557
 EY0557'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0557'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NAME OF
 EY0557'BRIDGE IS READY BRANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0530 ***********************************************************************
 EY0530  DESIGNATION -  B 223
 EY0530  PID         -  EY0530
 EY0530  STATE/COUNTY-  NC/PITT
 EY0530  USGS QUAD   -  GRIMESLAND (1979)
 EY0530
 EY0530                         *CURRENT SURVEY CONTROL
 EY0530  ___________________________________________________________________
 EY0530* NAD 83(1986)-  35 35 18.     (N)    077 09 58.     (W)     SCALED    
 EY0530* NAVD 88     -         2.009  (meters)       6.59   (feet)  POSTED    
 EY0530  ___________________________________________________________________
 EY0530  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 EY0530  DYNAMIC HT  -           2.010 (meters)       6.59  (feet)  COMP
 EY0530  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 EY0530
 EY0530  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0530
 EY0530.The horizontal coordinates were scaled from a topographic map and have
 EY0530.an estimated accuracy of +/- 6 seconds.
 EY0530
 EY0530.The orthometric height was determined by differential leveling
 EY0530.and adjusted by the  in 1992.
 EY0530.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0530.rate of 0.0 thru 1.0 mm/km.
 EY0530
 EY0530.The geoid height was determined by GEOID03.
 EY0530
 EY0530.The dynamic height is computed by dividing the NAVD 88
 EY0530.geopotential number by the normal gravity value computed on the
 EY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0530.degrees latitude (g = 980.6199 gals.).
 EY0530
 EY0530.The modeled gravity was interpolated from observed gravity values.
 EY0530
 EY0530;                    North         East    Units  Estimated Accuracy
 EY0530;SPC NC       -   205,460.      775,780.      MT  (+/- 180 meters Scaled)
 EY0530
 EY0530                          SUPERSEDED SURVEY CONTROL
 EY0530
 EY0530  NGVD 29 (??/??/92)    2.352  (m)            7.72   (f) ADJ UNCH    2 0
 EY0530
 EY0530.Superseded values are not recommended for survey control.
 EY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0530.See file dsdata.txt to determine how the superseded data were derived.
 EY0530
 EY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE037404(NAD 83)
 EY0530_MARKER: DB = BENCH MARK DISK
 EY0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0530_STAMPING: B 223 1942
 EY0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0530+STABILITY: SURFACE MOTION
 EY0530
 EY0530  HISTORY     - Date     Condition        Report By
 EY0530  HISTORY     - 1942     MONUMENTED       CGS
 EY0530  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0530  HISTORY     - 1976     MARK NOT FOUND   USGS
 EY0530
 EY0530                          STATION DESCRIPTION
 EY0530
 EY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EY0530'2.6 MI NE FROM GRIMESLAND.
 EY0530'0.6 MILE SOUTHEAST ALONG NORFOLK SOUTHERN RAILROAD, THENCE 2.0
 EY0530'MILES NORTHEAST ALONG COUNTY ROAD FROM STATION AT GRIMESLAND,
 EY0530'200 FEET EAST OF A YELLOW FARM HOUSE, 19.3 FEET SOUTHWEST OF
 EY0530'A BLAZED PINE TREE, 17.4 FEET SOUTHEAST OF BLAZED PINE TREE,
 EY0530'2.9 FEET NORTHEAST OF A WHITE MARKER POST STENCILED USBM.  A
 EY0530'STANDARD DISK SET IN TOP OF CONCRETE POST.
 EY0530
 EY0530                          STATION RECOVERY (1962)
 EY0530
 EY0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0530'MARK NOT FOUND.
 EY0530
 EY0530                          STATION RECOVERY (1976)
 EY0530
 EY0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0523 ***********************************************************************
 EY0523  DESIGNATION -  B 224
 EY0523  PID         -  EY0523
 EY0523  STATE/COUNTY-  NC/MARTIN
 EY0523  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY0523
 EY0523                         *CURRENT SURVEY CONTROL
 EY0523  ___________________________________________________________________
 EY0523* NAD 83(1986)-  35 48 34.     (N)    077 09 39.     (W)     SCALED    
 EY0523* NAVD 88     -        18.118  (meters)      59.44   (feet)  POSTED    
 EY0523  ___________________________________________________________________
 EY0523  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 EY0523  DYNAMIC HT  -          18.100 (meters)      59.38  (feet)  COMP
 EY0523  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 EY0523
 EY0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0523
 EY0523.The horizontal coordinates were scaled from a topographic map and have
 EY0523.an estimated accuracy of +/- 6 seconds.
 EY0523
 EY0523.The orthometric height was determined by differential leveling
 EY0523.and adjusted by the  in 1992.
 EY0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0523.rate of 0.0 thru 1.0 mm/km.
 EY0523
 EY0523.The geoid height was determined by GEOID03.
 EY0523
 EY0523.The dynamic height is computed by dividing the NAVD 88
 EY0523.geopotential number by the normal gravity value computed on the
 EY0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0523.degrees latitude (g = 980.6199 gals.).
 EY0523
 EY0523.The modeled gravity was interpolated from observed gravity values.
 EY0523
 EY0523;                    North         East    Units  Estimated Accuracy
 EY0523;SPC NC       -   230,000.      775,800.      MT  (+/- 180 meters Scaled)
 EY0523
 EY0523                          SUPERSEDED SURVEY CONTROL
 EY0523
 EY0523  NGVD 29 (??/??/92)   18.431  (m)           60.47   (f) ADJ UNCH    2 0
 EY0523
 EY0523.Superseded values are not recommended for survey control.
 EY0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0523.See file dsdata.txt to determine how the superseded data were derived.
 EY0523
 EY0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE047649(NAD 83)
 EY0523_MARKER: DB = BENCH MARK DISK
 EY0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0523_STAMPING: B 224 1942
 EY0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0523+STABILITY: SURFACE MOTION
 EY0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0523+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 EY0523
 EY0523  HISTORY     - Date     Condition        Report By
 EY0523  HISTORY     - 1942     MONUMENTED       CGS
 EY0523  HISTORY     - 1962     GOOD             NGS
 EY0523  HISTORY     - 20060501 MARK NOT FOUND   NCGS
 EY0523
 EY0523                          STATION DESCRIPTION
 EY0523
 EY0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0523'2 MI S FROM EVERETTS.
 EY0523'2 MILES SOUTH ALONG THE ROAD LEADING TO BEARGRASS FROM THE
 EY0523'POST OFFICE AT EVERETTS, 53 FEET NORTHEAST OF THE CENTERLINE OF
 EY0523'THE ROAD, 12.3 FEET NORTHWEST OF THE CENTERLINE OF AN OLD LOGGING
 EY0523'ROAD LEADING NORTHEAST FROM THE MAIN ROAD, 18.7 FEET EAST OF A
 EY0523'10-INCH OAK TREE MARKED WITH A TRIANGULAR BLAZE, AND 1.2 FEET
 EY0523'SOUTH OF A WHITE WOODEN WITNESS POST STENCILED USBM.
 EY0523
 EY0523                          STATION RECOVERY (2006)
 EY0523
 EY0523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0523'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0581 ***********************************************************************
 EB0581  DESIGNATION -  B 225
 EB0581  PID         -  EB0581
 EB0581  STATE/COUNTY-  NC/COLUMBUS
 EB0581  USGS QUAD   -  PIREWAY (1990)
 EB0581
 EB0581                         *CURRENT SURVEY CONTROL
 EB0581  ___________________________________________________________________
 EB0581* NAD 83(1986)-  34 07 14.     (N)    078 42 35.     (W)     SCALED    
 EB0581* NAVD 88     -        14.862  (meters)      48.76   (feet)  ADJUSTED  
 EB0581  ___________________________________________________________________
 EB0581  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 EB0581  DYNAMIC HT  -          14.848 (meters)      48.71  (feet)  COMP
 EB0581  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EB0581
 EB0581  VERT ORDER  -  SECOND    CLASS 0
 EB0581
 EB0581.The horizontal coordinates were scaled from a topographic map and have
 EB0581.an estimated accuracy of +/- 6 seconds.
 EB0581
 EB0581.The orthometric height was determined by differential leveling
 EB0581.and adjusted in June 1991.
 EB0581
 EB0581.The geoid height was determined by GEOID03.
 EB0581
 EB0581.The dynamic height is computed by dividing the NAVD 88
 EB0581.geopotential number by the normal gravity value computed on the
 EB0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0581.degrees latitude (g = 980.6199 gals.).
 EB0581
 EB0581.The modeled gravity was interpolated from observed gravity values.
 EB0581
 EB0581;                    North         East    Units  Estimated Accuracy
 EB0581;SPC NC       -    41,150.      636,380.      MT  (+/- 180 meters Scaled)
 EB0581
 EB0581                          SUPERSEDED SURVEY CONTROL
 EB0581
 EB0581  NGVD 29 (??/??/92)   15.209  (m)           49.90   (f) ADJ UNCH    2 0
 EB0581
 EB0581.Superseded values are not recommended for survey control.
 EB0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0581.See file dsdata.txt to determine how the superseded data were derived.
 EB0581
 EB0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT112778(NAD 83)
 EB0581_MARKER: DB = BENCH MARK DISK
 EB0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0581_STAMPING: B 225 1942
 EB0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0581+STABILITY: SURFACE MOTION
 EB0581
 EB0581  HISTORY     - Date     Condition        Report By
 EB0581  HISTORY     - 1942     MONUMENTED       CGS
 EB0581  HISTORY     - 19880401 MARK NOT FOUND   LOCSUR
 EB0581
 EB0581                          STATION DESCRIPTION
 EB0581
 EB0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0581'7.5 MI SW FROM OLD DOCK.
 EB0581'7.5 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE INTERSECTION
 EB0581'OF THE REEVES FERRY ROAD AND STATE HIGHWAY NO. 130, SET IN THE
 EB0581'SOUTHWEST QUARTER OF PUBLIC ROAD CROSSING. 116.5 FEET SOUTHWEST
 EB0581'OF THE NORTHWEST CORNER OF SMALL SERVICE STATION IN NORTHEAST
 EB0581'QUARTER OF INTERSECTION, 46 FEET WEST OF THE CENTER-LINE OF THE
 EB0581'NORTH-AND -SOUTH ROAD, 37 FEET SOUTH OF THE CENTER-LINE OF THE
 EB0581'EAST-AND-WEST ROAD, 1.8 FEET NORTH OF A WHITE MARKER POST
 EB0581'STENCILED USBM.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 EB0581'POST.
 EB0581
 EB0581                          STATION RECOVERY (1988)
 EB0581
 EB0581'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 EB0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0554 ***********************************************************************
 EB0554  DESIGNATION -  B 227
 EB0554  PID         -  EB0554
 EB0554  STATE/COUNTY-  NC/COLUMBUS
 EB0554  USGS QUAD   -  FREELAND (1990)
 EB0554
 EB0554                         *CURRENT SURVEY CONTROL
 EB0554  ___________________________________________________________________
 EB0554* NAD 83(1986)-  34 06 18.     (N)    078 33 23.     (W)     SCALED    
 EB0554* NAVD 88     -        10.678  (meters)      35.03   (feet)  ADJUSTED  
 EB0554  ___________________________________________________________________
 EB0554  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EB0554  DYNAMIC HT  -          10.667 (meters)      35.00  (feet)  COMP
 EB0554  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 EB0554
 EB0554  VERT ORDER  -  SECOND    CLASS 0
 EB0554
 EB0554.The horizontal coordinates were scaled from a topographic map and have
 EB0554.an estimated accuracy of +/- 6 seconds.
 EB0554
 EB0554.The orthometric height was determined by differential leveling
 EB0554.and adjusted in June 1991.
 EB0554
 EB0554.The geoid height was determined by GEOID03.
 EB0554
 EB0554.The dynamic height is computed by dividing the NAVD 88
 EB0554.geopotential number by the normal gravity value computed on the
 EB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0554.degrees latitude (g = 980.6199 gals.).
 EB0554
 EB0554.The modeled gravity was interpolated from observed gravity values.
 EB0554
 EB0554;                    North         East    Units  Estimated Accuracy
 EB0554;SPC NC       -    39,470.      650,540.      MT  (+/- 180 meters Scaled)
 EB0554
 EB0554                          SUPERSEDED SURVEY CONTROL
 EB0554
 EB0554  NGVD 29 (??/??/92)   10.999  (m)           36.09   (f) ADJ UNCH    2 0
 EB0554
 EB0554.Superseded values are not recommended for survey control.
 EB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0554.See file dsdata.txt to determine how the superseded data were derived.
 EB0554
 EB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT254764(NAD 83)
 EB0554_MARKER: DB = BENCH MARK DISK
 EB0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB0554_SP_SET: BRIDGE
 EB0554_STAMPING: B 227 1942
 EB0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0554
 EB0554  HISTORY     - Date     Condition        Report By
 EB0554  HISTORY     - 1942     MONUMENTED       CGS
 EB0554
 EB0554                          STATION DESCRIPTION
 EB0554
 EB0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0554'3.3 MI NW FROM ASH.
 EB0554'3.3 MILES NORTHWEST ALONG STATE HIGHWAY NO. 130 FROM THE POST
 EB0554'OFFICE AT ASH, SET IN THE CURBING AT THE NORTHWEST CORNER OF THE
 EB0554'SOUTHWEST GUARD RAIL OF OVERFLOW BRIDGE NO. 2, 13.4 FEET SOUTHWEST
 EB0554'OF THE CENTER-LINE OF THE HIGHWAY, 0.9 FOOT SOUTHEAST OF THE WEST
 EB0554'CORNER POST OF BRIDGE, 0.9 FOOT ABOVE HIGHWAY LEVEL.  A STANDARD
 EB0554'DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0629 ***********************************************************************
 EB0629  DESIGNATION -  B 228
 EB0629  PID         -  EB0629
 EB0629  STATE/COUNTY-  NC/COLUMBUS
 EB0629  USGS QUAD   -  CHADBOURN (1986)
 EB0629
 EB0629                         *CURRENT SURVEY CONTROL
 EB0629  ___________________________________________________________________
 EB0629* NAD 83(1986)-  34 15 07.     (N)    078 49 37.     (W)     SCALED    
 EB0629* NAVD 88     -        30.227  (meters)      99.17   (feet)  ADJUSTED  
 EB0629  ___________________________________________________________________
 EB0629  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EB0629  DYNAMIC HT  -          30.198 (meters)      99.07  (feet)  COMP
 EB0629  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 EB0629
 EB0629  VERT ORDER  -  SECOND    CLASS 0
 EB0629
 EB0629.The horizontal coordinates were scaled from a topographic map and have
 EB0629.an estimated accuracy of +/- 6 seconds.
 EB0629
 EB0629.The orthometric height was determined by differential leveling
 EB0629.and adjusted in June 1991.
 EB0629
 EB0629.The geoid height was determined by GEOID03.
 EB0629
 EB0629.The dynamic height is computed by dividing the NAVD 88
 EB0629.geopotential number by the normal gravity value computed on the
 EB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0629.degrees latitude (g = 980.6199 gals.).
 EB0629
 EB0629.The modeled gravity was interpolated from observed gravity values.
 EB0629
 EB0629;                    North         East    Units  Estimated Accuracy
 EB0629;SPC NC       -    55,700.      625,540.      MT  (+/- 180 meters Scaled)
 EB0629
 EB0629                          SUPERSEDED SURVEY CONTROL
 EB0629
 EB0629  NGVD 29 (??/??/92)   30.536  (m)          100.18   (f) ADJ UNCH    2 0
 EB0629
 EB0629.Superseded values are not recommended for survey control.
 EB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0629.See file dsdata.txt to determine how the superseded data were derived.
 EB0629
 EB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT001922(NAD 83)
 EB0629_MARKER: DB = BENCH MARK DISK
 EB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0629_STAMPING: B 228 1942
 EB0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0629+STABILITY: SURFACE MOTION
 EB0629
 EB0629  HISTORY     - Date     Condition        Report By
 EB0629  HISTORY     - 1942     MONUMENTED       CGS
 EB0629
 EB0629                          STATION DESCRIPTION
 EB0629
 EB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0629'5.6 MI SE FROM CHADBOURN.
 EB0629'4.5 MILES SOUTH ALONG A.C.L. RR., THENCE 1.1 MILE EAST ALONG
 EB0629'COUNTY ROAD FROM CHADBOURN, SET AT THE SOUTHWEST CORNER OF FARM
 EB0629'HOUSE YARD, 37.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE,
 EB0629'29 FEET NORTH OF CENTER-LINE OF ROAD, 44 FEET EAST OF R.E.A. POLE
 EB0629'NO. 1-93.  5.5 FEET WEST OF THE CORNER FENCE POST, 1.5 FEET SOUTH
 EB0629'OF A WHITE MARKER POST STENCILED USBM.  A STANDARD DISK SET IN TOP
 EB0629'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0362 ***********************************************************************
 EB0362  DESIGNATION -  B 229
 EB0362  PID         -  EB0362
 EB0362  STATE/COUNTY-  NC/BRUNSWICK
 EB0362  USGS QUAD   -  SUPPLY (1990)
 EB0362
 EB0362                         *CURRENT SURVEY CONTROL
 EB0362  ___________________________________________________________________
 EB0362* NAD 83(1986)-  34 04 36.     (N)    078 21 24.     (W)     SCALED    
 EB0362* NAVD 88     -        16.261  (meters)      53.35   (feet)  ADJUSTED  
 EB0362  ___________________________________________________________________
 EB0362  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 EB0362  DYNAMIC HT  -          16.244 (meters)      53.29  (feet)  COMP
 EB0362  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 EB0362
 EB0362  VERT ORDER  -  SECOND    CLASS 0
 EB0362
 EB0362.The horizontal coordinates were scaled from a topographic map and have
 EB0362.an estimated accuracy of +/- 6 seconds.
 EB0362
 EB0362.The orthometric height was determined by differential leveling
 EB0362.and adjusted in June 1991.
 EB0362
 EB0362.The geoid height was determined by GEOID03.
 EB0362
 EB0362.The dynamic height is computed by dividing the NAVD 88
 EB0362.geopotential number by the normal gravity value computed on the
 EB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0362.degrees latitude (g = 980.6199 gals.).
 EB0362
 EB0362.The modeled gravity was interpolated from observed gravity values.
 EB0362
 EB0362;                    North         East    Units  Estimated Accuracy
 EB0362;SPC NC       -    36,430.      668,990.      MT  (+/- 180 meters Scaled)
 EB0362
 EB0362                          SUPERSEDED SURVEY CONTROL
 EB0362
 EB0362  NGVD 29 (??/??/92)   16.586  (m)           54.42   (f) ADJ UNCH    2 0
 EB0362
 EB0362.Superseded values are not recommended for survey control.
 EB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0362.See file dsdata.txt to determine how the superseded data were derived.
 EB0362
 EB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT439738(NAD 83)
 EB0362_MARKER: DB = BENCH MARK DISK
 EB0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0362_STAMPING: B 229 1942
 EB0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0362+STABILITY: SURFACE MOTION
 EB0362
 EB0362  HISTORY     - Date     Condition        Report By
 EB0362  HISTORY     - 1942     MONUMENTED       CGS
 EB0362  HISTORY     - 1942     GOOD             NGS
 EB0362  HISTORY     - 1988     MARK NOT FOUND   USGS
 EB0362
 EB0362                          STATION DESCRIPTION
 EB0362
 EB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EB0362'7.4 MI NW FROM SUPPLY.
 EB0362'7.4 MILES NORTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE
 EB0362'AT SUPPLY, 47 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 27.5
 EB0362'FEET NORTHEAST OF A BLAZED 12-INCH PINE TREE, 26.5 FEET SOUTHEAST
 EB0362'OF A BLAZED 10-INCH PINE TREE, AND ABOUT 2 FEET HIGHER THAN THE
 EB0362'ROAD.  A STANDARD DISK, STAMPED B 229 1942 AND SET IN THE TOP OF
 EB0362'A CONCRETE POST.
 EB0362
 EB0362                          STATION RECOVERY (1988)
 EB0362
 EB0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (BRP)
 EB0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0686 ***********************************************************************
 EA0686  DESIGNATION -  B 230
 EA0686  PID         -  EA0686
 EA0686  STATE/COUNTY-  NC/PENDER
 EA0686  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0686
 EA0686                         *CURRENT SURVEY CONTROL
 EA0686  ___________________________________________________________________
 EA0686* NAD 83(1986)-  34 26 41.     (N)    077 33 35.     (W)     SCALED    
 EA0686* NAVD 88     -         9.545  (meters)      31.32   (feet)  ADJUSTED  
 EA0686  ___________________________________________________________________
 EA0686  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA0686  DYNAMIC HT  -           9.535 (meters)      31.28  (feet)  COMP
 EA0686  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EA0686
 EA0686  VERT ORDER  -  SECOND    CLASS 0
 EA0686
 EA0686.The horizontal coordinates were scaled from a topographic map and have
 EA0686.an estimated accuracy of +/- 6 seconds.
 EA0686
 EA0686.The orthometric height was determined by differential leveling
 EA0686.and adjusted in June 1991.
 EA0686
 EA0686.The geoid height was determined by GEOID03.
 EA0686
 EA0686.The dynamic height is computed by dividing the NAVD 88
 EA0686.geopotential number by the normal gravity value computed on the
 EA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0686.degrees latitude (g = 980.6199 gals.).
 EA0686
 EA0686.The modeled gravity was interpolated from observed gravity values.
 EA0686
 EA0686;                    North         East    Units  Estimated Accuracy
 EA0686;SPC NC       -    78,030.      741,960.      MT  (+/- 180 meters Scaled)
 EA0686
 EA0686                          SUPERSEDED SURVEY CONTROL
 EA0686
 EA0686  NGVD 29 (??/??/92)    9.849  (m)           32.31   (f) ADJ UNCH    2 0
 EA0686
 EA0686.Superseded values are not recommended for survey control.
 EA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0686.See file dsdata.txt to determine how the superseded data were derived.
 EA0686
 EA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD648144(NAD 83)
 EA0686_MARKER: DB = BENCH MARK DISK
 EA0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0686_STAMPING: B 230 1947
 EA0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0686+STABILITY: SURFACE MOTION
 EA0686
 EA0686  HISTORY     - Date     Condition        Report By
 EA0686  HISTORY     - 1947     MONUMENTED       CGS
 EA0686  HISTORY     - 1970     MARK NOT FOUND   USGS
 EA0686  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EA0686
 EA0686                          STATION DESCRIPTION
 EA0686
 EA0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0686'3.8 MI S FROM HOLLYRIDGE.
 EA0686'3.75 MILE SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0686'STATION AT HOLLYRIDGE, AT THE SOUTH CORNER OF WOODS AREA, NEAR
 EA0686'THE WEST CORNER OF AREA FROM WHICH DIRT WAS REMOVED TO CONSTRUCT
 EA0686'HIGHWAY FILL, 46.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 EA0686'47.5 FEET NORTHWEST OF THE CENTERLINE OF DIRT ROAD LEADING
 EA0686'NORTHEAST TO FARM, 6.0 FEET NORTHWEST OF BORROW PIT BANK, 2.0
 EA0686'FEET NORTHWEST OF WHITE REFERENCE POST, SET IN THE TOP OF A
 EA0686'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 EA0686
 EA0686                          STATION RECOVERY (1970)
 EA0686
 EA0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0686'MARK NOT FOUND.
 EA0686
 EA0686                          STATION RECOVERY (1987)
 EA0686
 EA0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 EA0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0340 ***********************************************************************
 EY0340  DESIGNATION -  B 231
 EY0340  PID         -  EY0340
 EY0340  STATE/COUNTY-  NC/BERTIE
 EY0340  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY0340
 EY0340                         *CURRENT SURVEY CONTROL
 EY0340  ___________________________________________________________________
 EY0340* NAD 83(1986)-  35 59 40.     (N)    076 54 56.     (W)     SCALED    
 EY0340* NAVD 88     -         9.597  (meters)      31.49   (feet)  POSTED    
 EY0340  ___________________________________________________________________
 EY0340  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EY0340  DYNAMIC HT  -           9.590 (meters)      31.46  (feet)  COMP
 EY0340  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 EY0340
 EY0340  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0340
 EY0340.The horizontal coordinates were scaled from a topographic map and have
 EY0340.an estimated accuracy of +/- 6 seconds.
 EY0340
 EY0340.The orthometric height was determined by differential leveling
 EY0340.and adjusted by the  in 1992.
 EY0340.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0340.rate of 1.1 thru 2.0 mm/km.
 EY0340
 EY0340.The geoid height was determined by GEOID03.
 EY0340
 EY0340.The dynamic height is computed by dividing the NAVD 88
 EY0340.geopotential number by the normal gravity value computed on the
 EY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0340.degrees latitude (g = 980.6199 gals.).
 EY0340
 EY0340.The modeled gravity was interpolated from observed gravity values.
 EY0340
 EY0340;                    North         East    Units  Estimated Accuracy
 EY0340;SPC NC       -   250,960.      797,530.      MT  (+/- 180 meters Scaled)
 EY0340
 EY0340                          SUPERSEDED SURVEY CONTROL
 EY0340
 EY0340  NGVD 29 (??/??/92)    9.925  (m)           32.56   (f) ADJ UNCH    2 0
 EY0340
 EY0340.Superseded values are not recommended for survey control.
 EY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0340.See file dsdata.txt to determine how the superseded data were derived.
 EY0340
 EY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE273850(NAD 83)
 EY0340_MARKER: DB = BENCH MARK DISK
 EY0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0340_STAMPING: B 231 1941
 EY0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0340+STABILITY: SURFACE MOTION
 EY0340
 EY0340  HISTORY     - Date     Condition        Report By
 EY0340  HISTORY     - 1941     MONUMENTED       CGS
 EY0340  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0340  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0340
 EY0340                          STATION DESCRIPTION
 EY0340
 EY0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0340'2.1 MI E FROM WINDSOR.
 EY0340'ORIGINAL DESCRIPTION-- 2.1 MILES
 EY0340'EAST ALONG U.S. HIGHWAY 17 FROM THE KING STREET CROSSING OF
 EY0340'THE CAROLINA SOUTHERN RAILWAY AT WINDSOR, BERTIE COUNTY, 84.6
 EY0340'FEET SOUTH OF THE SOUTH CORNER OF A SMALL UNPAINTED HOUSE, 50.9
 EY0340'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 30.6 FEET WEST
 EY0340'OF A POWER-LINE POLE, 32.9 FEET SOUTHWEST OF A BLAZED OAK TREE,
 EY0340'AND 21.6 FEET SOUTHEAST OF ANOTHER BLAZED OAK TREE.  A STANDARD
 EY0340'DISK, SET IN THE TOP OF A CONCRETE POST.
 EY0340
 EY0340                          STATION RECOVERY (1975)
 EY0340
 EY0340'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0346 ***********************************************************************
 EY0346  DESIGNATION -  B 232
 EY0346  PID         -  EY0346
 EY0346  STATE/COUNTY-  NC/BERTIE
 EY0346  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY0346
 EY0346                         *CURRENT SURVEY CONTROL
 EY0346  ___________________________________________________________________
 EY0346* NAD 83(1986)-  35 55 31.     (N)    076 52 29.     (W)     SCALED    
 EY0346* NAVD 88     -         5.259  (meters)      17.25   (feet)  POSTED    
 EY0346  ___________________________________________________________________
 EY0346  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 EY0346  DYNAMIC HT  -           5.250 (meters)      17.22  (feet)  COMP
 EY0346  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 EY0346
 EY0346  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EY0346
 EY0346.The horizontal coordinates were scaled from a topographic map and have
 EY0346.an estimated accuracy of +/- 6 seconds.
 EY0346
 EY0346.The orthometric height was determined by differential leveling
 EY0346.and adjusted by the  in 1992.
 EY0346.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EY0346.rate of 3.1 thru 4.0 mm/km.
 EY0346
 EY0346.The geoid height was determined by GEOID03.
 EY0346
 EY0346.The dynamic height is computed by dividing the NAVD 88
 EY0346.geopotential number by the normal gravity value computed on the
 EY0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0346.degrees latitude (g = 980.6199 gals.).
 EY0346
 EY0346.The modeled gravity was interpolated from observed gravity values.
 EY0346
 EY0346;                    North         East    Units  Estimated Accuracy
 EY0346;SPC NC       -   243,360.      801,380.      MT  (+/- 180 meters Scaled)
 EY0346
 EY0346                          SUPERSEDED SURVEY CONTROL
 EY0346
 EY0346  NGVD 29 (??/??/92)    5.558  (m)           18.23   (f) ADJ UNCH    2 0
 EY0346
 EY0346.Superseded values are not recommended for survey control.
 EY0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0346.See file dsdata.txt to determine how the superseded data were derived.
 EY0346
 EY0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE308772(NAD 83)
 EY0346_MARKER: DB = BENCH MARK DISK
 EY0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0346_STAMPING: B 232 1941
 EY0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0346+STABILITY: SURFACE MOTION
 EY0346
 EY0346  HISTORY     - Date     Condition        Report By
 EY0346  HISTORY     - 1941     MONUMENTED       CGS
 EY0346  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0346
 EY0346                          STATION DESCRIPTION
 EY0346
 EY0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0346'1 MI NW FROM WOODARD.
 EY0346'SEARCHED FOR BUT NOT RECOVERED.  1963 ORIGINAL DESCRIPTION--
 EY0346'1 MILE NORTHWEST ALONG A DIRT ROAD FROM THE CHURCH AT WOODARD,
 EY0346'BERTIE COUNTY, 100 FEET SOUTH ACROSS THE ROAD FROM A GUM TREE,
 EY0346'73 FEET SOUTHWEST ACROSS THE ROAD FROM A BLAZED PINE TREE, 47
 EY0346'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE NORTH
 EY0346'FENCE, 3 FEET NORTH OF THE SOUTH FENCE, 2 FEET WEST OF THE EAST
 EY0346'FENCE, AND 4 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, SET IN
 EY0346'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0656 ***********************************************************************
 EA0656  DESIGNATION -  B 233
 EA0656  PID         -  EA0656
 EA0656  STATE/COUNTY-  NC/NEW HANOVER
 EA0656  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0656
 EA0656                         *CURRENT SURVEY CONTROL
 EA0656  ___________________________________________________________________
 EA0656* NAD 83(1986)-  34 05 42.     (N)    077 53 51.     (W)     SCALED    
 EA0656* NAVD 88     -         6.725  (meters)      22.06   (feet)  ADJUSTED  
 EA0656  ___________________________________________________________________
 EA0656  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA0656  DYNAMIC HT  -           6.718 (meters)      22.04  (feet)  COMP
 EA0656  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 EA0656
 EA0656  VERT ORDER  -  SECOND    CLASS 0
 EA0656
 EA0656.The horizontal coordinates were scaled from a topographic map and have
 EA0656.an estimated accuracy of +/- 6 seconds.
 EA0656
 EA0656.The orthometric height was determined by differential leveling
 EA0656.and adjusted in June 1991.
 EA0656
 EA0656.The geoid height was determined by GEOID03.
 EA0656
 EA0656.The dynamic height is computed by dividing the NAVD 88
 EA0656.geopotential number by the normal gravity value computed on the
 EA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0656.degrees latitude (g = 980.6199 gals.).
 EA0656
 EA0656.The modeled gravity was interpolated from observed gravity values.
 EA0656
 EA0656;                    North         East    Units  Estimated Accuracy
 EA0656;SPC NC       -    38,840.      711,350.      MT  (+/- 180 meters Scaled)
 EA0656
 EA0656                          SUPERSEDED SURVEY CONTROL
 EA0656
 EA0656  NGVD 29 (??/??/92)    7.007  (m)           22.99   (f) ADJ UNCH    2 0
 EA0656
 EA0656.Superseded values are not recommended for survey control.
 EA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0656.See file dsdata.txt to determine how the superseded data were derived.
 EA0656
 EA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC326764(NAD 83)
 EA0656_MARKER: DB = BENCH MARK DISK
 EA0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0656_SP_SET: CULVERT
 EA0656_STAMPING: B 233 1942
 EA0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0656
 EA0656  HISTORY     - Date     Condition        Report By
 EA0656  HISTORY     - 1942     MONUMENTED       CGS
 EA0656  HISTORY     - 1963     GOOD             NGS
 EA0656  HISTORY     - 1978     GOOD             USE
 EA0656  HISTORY     - 19901123 GOOD             USPSQD
 EA0656  HISTORY     - 19951001 GOOD             USPSQD
 EA0656
 EA0656                          STATION DESCRIPTION
 EA0656
 EA0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0656'4.1 MI N FROM CAROLINA BEACH.
 EA0656'4.1 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0656'CHURCH AT CAROLINA BEACH, ABOUT 0.25 MILE SOUTH OF HANKS CHAPEL
 EA0656'A.M.E. CHURCH, ON THE OUTSIDE OF A CURVE, SET ON TOP OF
 EA0656'SOUTH END OF EAST HEAD WALL FOR A 16-INCH CONCRETE PIPE CULVERT,
 EA0656'220 FEET SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE 228,
 EA0656'131 1/2 FEET SOUTH OF TELEPHONE POLE 170 1/2, 36.5 FEET EAST OF
 EA0656'CENTER LINE OF NORTHBOUND LANES OF HIGHWAY, AND IS ABOUT 5 FEET
 EA0656'BELOW LEVEL OF HIGHWAY.
 EA0656
 EA0656                          STATION RECOVERY (1978)
 EA0656
 EA0656'RECOVERY NOTE BY US ENGINEERS 1978
 EA0656'RECOVERED IN GOOD CONDITION.
 EA0656
 EA0656                          STATION RECOVERY (1990)
 EA0656
 EA0656'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0656'RECOVERED IN GOOD CONDITION.
 EA0656
 EA0656                          STATION RECOVERY (1995)
 EA0656
 EA0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0344 ***********************************************************************
 EB0344  DESIGNATION -  B 234
 EB0344  PID         -  EB0344
 EB0344  STATE/COUNTY-  NC/COLUMBUS
 EB0344  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 EB0344
 EB0344                         *CURRENT SURVEY CONTROL
 EB0344  ___________________________________________________________________
 EB0344* NAD 83(1986)-  34 18 17.     (N)    078 24 23.     (W)     SCALED    
 EB0344* NAVD 88     -        14.770  (meters)      48.46   (feet)  ADJUSTED  
 EB0344  ___________________________________________________________________
 EB0344  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 EB0344  DYNAMIC HT  -          14.756 (meters)      48.41  (feet)  COMP
 EB0344  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 EB0344
 EB0344  VERT ORDER  -  SECOND    CLASS 0
 EB0344
 EB0344.The horizontal coordinates were scaled from a topographic map and have
 EB0344.an estimated accuracy of +/- 6 seconds.
 EB0344
 EB0344.The orthometric height was determined by differential leveling
 EB0344.and adjusted in June 1991.
 EB0344
 EB0344.The geoid height was determined by GEOID03.
 EB0344
 EB0344.The dynamic height is computed by dividing the NAVD 88
 EB0344.geopotential number by the normal gravity value computed on the
 EB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0344.degrees latitude (g = 980.6199 gals.).
 EB0344
 EB0344.The modeled gravity was interpolated from observed gravity values.
 EB0344
 EB0344;                    North         East    Units  Estimated Accuracy
 EB0344;SPC NC       -    61,700.      664,250.      MT  (+/- 180 meters Scaled)
 EB0344
 EB0344                          SUPERSEDED SURVEY CONTROL
 EB0344
 EB0344  NGVD 29 (??/??/92)   15.096  (m)           49.53   (f) ADJ UNCH    2 0
 EB0344
 EB0344.Superseded values are not recommended for survey control.
 EB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0344.See file dsdata.txt to determine how the superseded data were derived.
 EB0344
 EB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT386989(NAD 83)
 EB0344_MARKER: DB = BENCH MARK DISK
 EB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0344_STAMPING: B 234 1942
 EB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0344+STABILITY: SURFACE MOTION
 EB0344
 EB0344  HISTORY     - Date     Condition        Report By
 EB0344  HISTORY     - 1942     MONUMENTED       CGS
 EB0344
 EB0344                          STATION DESCRIPTION
 EB0344
 EB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0344'1.2 MI S FROM BOLTON.
 EB0344'THIS MARK IS 1.2 MILES SOUTH OF THE CROSSING AT BOLTON, COLUMBUS
 EB0344'COUNTY, 60.5 FEET EAST AND ACROSS A CREEK FROM THE CENTER LINE OF
 EB0344'THE ROAD, NEAR AN OLD WOODEN BRIDGE ACROSS CREEK TO A FIELD, 16.5
 EB0344'FEET NORTHEAST OF A BLAZED MAPLE TREE, 46.9 FEET NORTH OF A
 EB0344'BLAZED GUM TREE, 100 FEET NORTHEAST AND ACROSS THE ROAD AND ACROSS
 EB0344'THE CREEK FROM A TELEPHONE POLE PAINTED WITH LETTERS USBM, A STANDARD
 EB0344'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0039 ***********************************************************************
 DD0039  DESIGNATION -  B 235
 DD0039  PID         -  DD0039
 DD0039  STATE/COUNTY-  NC/BRUNSWICK
 DD0039  USGS QUAD   -  SOUTHPORT (1990)
 DD0039
 DD0039                         *CURRENT SURVEY CONTROL
 DD0039  ___________________________________________________________________
 DD0039* NAD 83(1986)-  33 55 59.     (N)    078 00 48.     (W)     SCALED    
 DD0039* NAVD 88     -         5.322  (meters)      17.46   (feet)  ADJUSTED  
 DD0039  ___________________________________________________________________
 DD0039  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 DD0039  DYNAMIC HT  -           5.316 (meters)      17.44  (feet)  COMP
 DD0039  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 DD0039
 DD0039  VERT ORDER  -  SECOND    CLASS 0
 DD0039
 DD0039.The horizontal coordinates were scaled from a topographic map and have
 DD0039.an estimated accuracy of +/- 6 seconds.
 DD0039
 DD0039.The orthometric height was determined by differential leveling
 DD0039.and adjusted in June 1991.
 DD0039
 DD0039.The geoid height was determined by GEOID03.
 DD0039
 DD0039.The dynamic height is computed by dividing the NAVD 88
 DD0039.geopotential number by the normal gravity value computed on the
 DD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0039.degrees latitude (g = 980.6199 gals.).
 DD0039
 DD0039.The modeled gravity was interpolated from observed gravity values.
 DD0039
 DD0039;                    North         East    Units  Estimated Accuracy
 DD0039;SPC NC       -    20,760.      700,840.      MT  (+/- 180 meters Scaled)
 DD0039
 DD0039                          SUPERSEDED SURVEY CONTROL
 DD0039
 DD0039  NGVD 29 (??/??/92)    5.65   (m)           18.5    (f) COMPUTED    2 0
 DD0039
 DD0039.Superseded values are not recommended for survey control.
 DD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0039.See file dsdata.txt to determine how the superseded data were derived.
 DD0039
 DD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT760587(NAD 83)
 DD0039_MARKER: DB = BENCH MARK DISK
 DD0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0039_STAMPING: B 235 1942
 DD0039_MARK LOGO: CGS   
 DD0039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0039+STABILITY: SURFACE MOTION
 DD0039
 DD0039  HISTORY     - Date     Condition        Report By
 DD0039  HISTORY     - 1942     MONUMENTED       CGS
 DD0039  HISTORY     - 19880701 MARK NOT FOUND   LOCSUR
 DD0039  HISTORY     - 20010130 MARK NOT FOUND   NCGS
 DD0039  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD0039  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 DD0039
 DD0039                          STATION DESCRIPTION
 DD0039
 DD0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 DD0039'1 MI N FROM SOUTHPORT.
 DD0039'THIS MARK IS 1.0 MILE NORTH OF SOUTHPORT, BRUNSWICK COUNTY, NEAR A
 DD0039'FARM ROAD RUNNING EAST FROM THE MAIN ROAD, 38.6 FEET EAST OF THE
 DD0039'CENTER LINE OF THE ROAD, 21.3 FEET NORTHEAST OF A BLAZED PINE TREE,
 DD0039'19.6 FEET SOUTHEAST OF BLAZED WATER OAK TREE, JUST SOUTHWEST OF A
 DD0039'CEDAR TREE, AND IS A FIELD CAST CONCRETE POST WITH A STANDARD
 DD0039'DISK SET IN THE TOP.
 DD0039
 DD0039                          STATION RECOVERY (1988)
 DD0039
 DD0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0039'MARK NOT FOUND.
 DD0039
 DD0039                          STATION RECOVERY (2001)
 DD0039
 DD0039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DD0039'STATION NOT FOUND. REFERENCES ARE INADEQUATE. PULLED DISTANCES AND
 DD0039'DIRECTIONS FROM BLAZED PINE AND THE CENTERLINE OF ROAD, NO EVIDENCE OF
 DD0039'MARK FOUND.
 DD0039
 DD0039                          STATION RECOVERY (2004)
 DD0039
 DD0039'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0039'MARK NOT FOUND.
 DD0039
 DD0039                          STATION RECOVERY (2004)
 DD0039
 DD0039'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 DD0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0355 ***********************************************************************
 EB0355  DESIGNATION -  B 237
 EB0355  PID         -  EB0355
 EB0355  STATE/COUNTY-  NC/BRUNSWICK
 EB0355  USGS QUAD   -  JUNIPER CREEK (1990)
 EB0355
 EB0355                         *CURRENT SURVEY CONTROL
 EB0355  ___________________________________________________________________
 EB0355* NAD 83(1986)-  34 08 28.     (N)    078 22 50.     (W)     SCALED    
 EB0355* NAVD 88     -        16.356  (meters)      53.66   (feet)  ADJUSTED  
 EB0355  ___________________________________________________________________
 EB0355  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EB0355  DYNAMIC HT  -          16.339 (meters)      53.61  (feet)  COMP
 EB0355  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 EB0355
 EB0355  VERT ORDER  -  SECOND    CLASS 0
 EB0355
 EB0355.The horizontal coordinates were scaled from a topographic map and have
 EB0355.an estimated accuracy of +/- 6 seconds.
 EB0355
 EB0355.The orthometric height was determined by differential leveling
 EB0355.and adjusted in June 1991.
 EB0355
 EB0355.The geoid height was determined by GEOID03.
 EB0355
 EB0355.The dynamic height is computed by dividing the NAVD 88
 EB0355.geopotential number by the normal gravity value computed on the
 EB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0355.degrees latitude (g = 980.6199 gals.).
 EB0355
 EB0355.The modeled gravity was interpolated from observed gravity values.
 EB0355
 EB0355;                    North         East    Units  Estimated Accuracy
 EB0355;SPC NC       -    43,570.      666,740.      MT  (+/- 180 meters Scaled)
 EB0355
 EB0355                          SUPERSEDED SURVEY CONTROL
 EB0355
 EB0355  NGVD 29 (??/??/92)   16.680  (m)           54.72   (f) ADJ UNCH    2 0
 EB0355
 EB0355.Superseded values are not recommended for survey control.
 EB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0355.See file dsdata.txt to determine how the superseded data were derived.
 EB0355
 EB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT415809(NAD 83)
 EB0355_MARKER: DB = BENCH MARK DISK
 EB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0355_STAMPING: B 237 1942
 EB0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0355+STABILITY: SURFACE MOTION
 EB0355
 EB0355  HISTORY     - Date     Condition        Report By
 EB0355  HISTORY     - 1942     MONUMENTED       CGS
 EB0355  HISTORY     - 19871201 MARK NOT FOUND   USGS
 EB0355  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 EB0355
 EB0355                          STATION DESCRIPTION
 EB0355
 EB0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0355'16 MI S FROM BOLTON.
 EB0355'THIS MARK IS 16 MILES SOUTH OF THE CROSSING AT BOLTON, COLUMBUS
 EB0355'COUNTY, 0.9 MILE SOUTH OF A WYE JUNCTION OF THE MAIN ROAD AND A
 EB0355'DIRT ROAD RUNNING NORTHWEST FROM THE JUNCTION, 27 FEET WEST OF
 EB0355'THE CENTER LINE OF THE ROAD, IN A GROUP OF PINE TREES, 7.5 FEET
 EB0355'NORTHWEST OF A BLAZED PINE TREE, 1 FOOT ABOVE THE ROAD LEVEL, AND
 EB0355'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 EB0355
 EB0355                          STATION RECOVERY (1987)
 EB0355
 EB0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (BRP)
 EB0355'MARK NOT FOUND.
 EB0355
 EB0355                          STATION RECOVERY (1998)
 EB0355
 EB0355'RECOVERY NOTE BY US POWER SQUADRON 1998
 EB0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0239 ***********************************************************************
 EA0239  DESIGNATION -  B 238
 EA0239  PID         -  EA0239
 EA0239  STATE/COUNTY-  NC/CARTERET
 EA0239  USGS QUAD   -  CORE CREEK (1994)
 EA0239
 EA0239                         *CURRENT SURVEY CONTROL
 EA0239  ___________________________________________________________________
 EA0239* NAD 83(1986)-  34 48 48.     (N)    076 39 21.     (W)     SCALED    
 EA0239* NAVD 88     -         2.608  (meters)       8.56   (feet)  POSTED    
 EA0239  ___________________________________________________________________
 EA0239  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 EA0239  DYNAMIC HT  -           2.610 (meters)       8.56  (feet)  COMP
 EA0239  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 EA0239
 EA0239  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EA0239
 EA0239.The horizontal coordinates were scaled from a topographic map and have
 EA0239.an estimated accuracy of +/- 6 seconds.
 EA0239
 EA0239.The orthometric height was determined by differential leveling
 EA0239.and adjusted by the  in 1992.
 EA0239.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EA0239.rate of 0.0 thru 1.0 mm/km.
 EA0239
 EA0239.The geoid height was determined by GEOID03.
 EA0239
 EA0239.The dynamic height is computed by dividing the NAVD 88
 EA0239.geopotential number by the normal gravity value computed on the
 EA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0239.degrees latitude (g = 980.6199 gals.).
 EA0239
 EA0239.The modeled gravity was interpolated from observed gravity values.
 EA0239
 EA0239;                    North         East    Units  Estimated Accuracy
 EA0239;SPC NC       -   120,490.      824,040.      MT  (+/- 180 meters Scaled)
 EA0239
 EA0239                          SUPERSEDED SURVEY CONTROL
 EA0239
 EA0239  NGVD 29 (??/??/92)    2.900  (m)            9.51   (f) ADJ UNCH    3 0
 EA0239
 EA0239.Superseded values are not recommended for survey control.
 EA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0239.See file dsdata.txt to determine how the superseded data were derived.
 EA0239
 EA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD485535(NAD 83)
 EA0239_MARKER: DB = BENCH MARK DISK
 EA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0239_STAMPING: B 238 1947
 EA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0239+STABILITY: SURFACE MOTION
 EA0239
 EA0239  HISTORY     - Date     Condition        Report By
 EA0239  HISTORY     - 1947     MONUMENTED       CGS
 EA0239  HISTORY     - 1962     MARK NOT FOUND   NGS
 EA0239  HISTORY     - 1981     MARK NOT FOUND   NCGS
 EA0239
 EA0239                          STATION DESCRIPTION
 EA0239
 EA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0239'4.4 MI NE FROM NORTH RIVER BRIDGE.
 EA0239'TO REACH FROM NORTH RIVER BRIDGE, TRAVEL 0.9 MILE VIA U.S. ROUTE
 EA0239'70 TO ROAD INTERSECTION.  THENCE, TRAVEL NORTH ON UNPAVED ROAD
 EA0239'2.4 MILES TO ROAD INTERSECTION.  THENCE, TRAVEL WEST 1.1 MILE TO
 EA0239'MARK.  B.M. IS 14.5 FEET WEST OF CENTERLINE OF DRIVE-WAY TO
 EA0239'HOUSE, 29.0 FEET SOUTH OF CENTERLINE OF ROAD, 4.5 FEET WEST OF
 EA0239'DITCH, 2.0 FEET NORTH OF WHITE REFERENCE POST.
 EA0239
 EA0239                          STATION RECOVERY (1962)
 EA0239
 EA0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EA0239'MARK NOT FOUND.
 EA0239
 EA0239                          STATION RECOVERY (1981)
 EA0239
 EA0239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA0239'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  PROBABLY DESTROYED BY
 EA0239'GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0101 ***********************************************************************
 EA0101  DESIGNATION -  B 239
 EA0101  PID         -  EA0101
 EA0101  STATE/COUNTY-  NC/CARTERET
 EA0101  USGS QUAD   -  ATLANTIC (1949)
 EA0101
 EA0101                         *CURRENT SURVEY CONTROL
 EA0101  ___________________________________________________________________
 EA0101* NAD 83(1986)-  34 59 17.     (N)    076 18 24.     (W)     SCALED    
 EA0101* NAVD 88     -         2.424  (meters)       7.95   (feet)  POSTED    
 EA0101  ___________________________________________________________________
 EA0101  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 EA0101  DYNAMIC HT  -           2.420 (meters)       7.94  (feet)  COMP
 EA0101  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 EA0101
 EA0101  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EA0101
 EA0101.The horizontal coordinates were scaled from a topographic map and have
 EA0101.an estimated accuracy of +/- 6 seconds.
 EA0101
 EA0101.The orthometric height was determined by differential leveling
 EA0101.and adjusted by the  in 1992.
 EA0101.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EA0101.was located on a no-check spur therefore a value was not computed.
 EA0101.No vertical observational check was made to the station.
 EA0101
 EA0101.The geoid height was determined by GEOID03.
 EA0101
 EA0101.The dynamic height is computed by dividing the NAVD 88
 EA0101.geopotential number by the normal gravity value computed on the
 EA0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0101.degrees latitude (g = 980.6199 gals.).
 EA0101
 EA0101.The modeled gravity was interpolated from observed gravity values.
 EA0101
 EA0101;                    North         East    Units  Estimated Accuracy
 EA0101;SPC NC       -   140,670.      855,450.      MT  (+/- 180 meters Scaled)
 EA0101
 EA0101                          SUPERSEDED SURVEY CONTROL
 EA0101
 EA0101  NGVD 29 (??/??/92)    2.724  (m)            8.94   (f) ADJ UNCH    3 0
 EA0101
 EA0101.Superseded values are not recommended for survey control.
 EA0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0101.See file dsdata.txt to determine how the superseded data were derived.
 EA0101
 EA0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD807724(NAD 83)
 EA0101_MARKER: DB = BENCH MARK DISK
 EA0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0101_STAMPING: B 239 1947
 EA0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0101+STABILITY: SURFACE MOTION
 EA0101
 EA0101  HISTORY     - Date     Condition        Report By
 EA0101  HISTORY     - 1947     MONUMENTED       CGS
 EA0101  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EA0101  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EA0101
 EA0101                          STATION DESCRIPTION
 EA0101
 EA0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0101'10.9 MI NE FROM ATLANTIC.
 EA0101'10.9 MILES NORTHEAST FROM ATLANTIC VIA CEDAR ISLAND ROAD TO
 EA0101'MARK, 2.5 FEET SOUTHEAST OF A 3 INCH PINE TREE, 19.6 FEET
 EA0101'NORTHWEST OF THE CENTERLINE OF A ROAD RUNNING NORTH, 31.1 FEET
 EA0101'NORTHEAST OF THE CENTERLINE OF CEDAR ISLAND ROAD.  A POWER LINE
 EA0101'PASSES OVER STATION, 1.5 FEET WEST OF WHITE REFERENCE POST.  A
 EA0101'STANDARD DISK SET IN THE TOP OF AN 8 INCH CONCRETE POST
 EA0101'PROJECTING 1 INCH ABOVE GROUND.
 EA0101
 EA0101                          STATION RECOVERY (1982)
 EA0101
 EA0101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0101'REFERENCES ARE INSUFFICIENT.  SEARCHED FOR 1 HOUR.
 EA0101
 EA0101                          STATION RECOVERY (2003)
 EA0101
 EA0101'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA0101'NO WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1159 ***********************************************************************
 EZ1159  DESIGNATION -  B 24
 EZ1159  PID         -  EZ1159
 EZ1159  STATE/COUNTY-  NC/CHATHAM
 EZ1159  USGS QUAD   -  GOLDSTON (1980)
 EZ1159
 EZ1159                         *CURRENT SURVEY CONTROL
 EZ1159  ___________________________________________________________________
 EZ1159* NAD 83(1986)-  35 36 11.     (N)    079 20 54.     (W)     SCALED    
 EZ1159* NAVD 88     -       131.916  (meters)     432.79   (feet)  POSTED    
 EZ1159  ___________________________________________________________________
 EZ1159  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 EZ1159  DYNAMIC HT  -         131.800 (meters)     432.41  (feet)  COMP
 EZ1159  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 EZ1159
 EZ1159  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EZ1159
 EZ1159.The horizontal coordinates were scaled from a topographic map and have
 EZ1159.an estimated accuracy of +/- 6 seconds.
 EZ1159
 EZ1159.The orthometric height was determined by differential leveling
 EZ1159.and adjusted by the  in 1992.
 EZ1159.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EZ1159.rate of 1.1 thru 2.0 mm/km.
 EZ1159
 EZ1159.The geoid height was determined by GEOID03.
 EZ1159
 EZ1159.The dynamic height is computed by dividing the NAVD 88
 EZ1159.geopotential number by the normal gravity value computed on the
 EZ1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1159.degrees latitude (g = 980.6199 gals.).
 EZ1159
 EZ1159.The modeled gravity was interpolated from observed gravity values.
 EZ1159
 EZ1159;                    North         East    Units  Estimated Accuracy
 EZ1159;SPC NC       -   205,620.      578,040.      MT  (+/- 180 meters Scaled)
 EZ1159
 EZ1159                          SUPERSEDED SURVEY CONTROL
 EZ1159
 EZ1159  NGVD 29 (??/??/92)  132.134  (m)          433.51   (f) ADJ UNCH    1 2
 EZ1159
 EZ1159.Superseded values are not recommended for survey control.
 EZ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1159.See file dsdata.txt to determine how the superseded data were derived.
 EZ1159
 EZ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV496411(NAD 83)
 EZ1159_MARKER: DB = BENCH MARK DISK
 EZ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1159_STAMPING: B 24 1918
 EZ1159_MARK LOGO: CGS   
 EZ1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1159+STABILITY: SURFACE MOTION
 EZ1159
 EZ1159  HISTORY     - Date     Condition        Report By
 EZ1159  HISTORY     - 1918     MONUMENTED       CGS
 EZ1159  HISTORY     - 1935     GOOD             NGS
 EZ1159  HISTORY     - 1966     MARK NOT FOUND   USGS
 EZ1159  HISTORY     - 19890717 SEE DESCRIPTION  NCGS
 EZ1159
 EZ1159                          STATION DESCRIPTION
 EZ1159
 EZ1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1159'2 MI SE FROM BEAR CREEK.
 EZ1159'2.0 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY (FORMERLY ATLANTIC
 EZ1159'AND YADKIN RAILWAY) FROM BEAR CREEK, CHATHAM COUNTY, 15 FEET
 EZ1159'NORTH OF A PRIVATE-ROAD CROSSING, 17.3 FEET WEST OF THE WEST RAIL,
 EZ1159'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 20 INCHES
 EZ1159'ABOVE GROUND.
 EZ1159
 EZ1159                          STATION RECOVERY (1966)
 EZ1159
 EZ1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EZ1159'MARK NOT FOUND.
 EZ1159
 EZ1159                          STATION RECOVERY (1989)
 EZ1159
 EZ1159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ1159'STATION WAS NOT RECOVERED. PROBABLY DESTROYED DURING RAILROAD TRACK
 EZ1159'MAINTENANCE OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0173 ***********************************************************************
 EY0173  DESIGNATION -  B 241
 EY0173  PID         -  EY0173
 EY0173  STATE/COUNTY-  NC/PAMLICO
 EY0173  USGS QUAD   -  JONES BAY (1993)
 EY0173
 EY0173                         *CURRENT SURVEY CONTROL
 EY0173  ___________________________________________________________________
 EY0173* NAD 83(1986)-  35 13 40.     (N)    076 36 21.     (W)     SCALED    
 EY0173* NAVD 88     -         1.033  (meters)       3.39   (feet)  ADJUSTED  
 EY0173  ___________________________________________________________________
 EY0173  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EY0173  DYNAMIC HT  -           1.032 (meters)       3.39  (feet)  COMP
 EY0173  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 EY0173
 EY0173  VERT ORDER  -  THIRD
 EY0173
 EY0173.The horizontal coordinates were scaled from a topographic map and have
 EY0173.an estimated accuracy of +/- 6 seconds.
 EY0173
 EY0173.The orthometric height was determined by differential leveling
 EY0173.and adjusted in June 1991.
 EY0173
 EY0173.The geoid height was determined by GEOID03.
 EY0173
 EY0173.The dynamic height is computed by dividing the NAVD 88
 EY0173.geopotential number by the normal gravity value computed on the
 EY0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0173.degrees latitude (g = 980.6199 gals.).
 EY0173
 EY0173.The modeled gravity was interpolated from observed gravity values.
 EY0173
 EY0173;                    North         East    Units  Estimated Accuracy
 EY0173;SPC NC       -   166,560.      827,500.      MT  (+/- 180 meters Scaled)
 EY0173
 EY0173                          SUPERSEDED SURVEY CONTROL
 EY0173
 EY0173  NGVD 29 (??/??/92)    1.358  (m)            4.46   (f) ADJ UNCH    3 0
 EY0173
 EY0173.Superseded values are not recommended for survey control.
 EY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0173.See file dsdata.txt to determine how the superseded data were derived.
 EY0173
 EY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD538994(NAD 83)
 EY0173_MARKER: DB = BENCH MARK DISK
 EY0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0173_STAMPING: B 241 1947
 EY0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0173+STABILITY: SURFACE MOTION
 EY0173
 EY0173  HISTORY     - Date     Condition        Report By
 EY0173  HISTORY     - 1947     MONUMENTED       CGS
 EY0173  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0173
 EY0173                          STATION DESCRIPTION
 EY0173
 EY0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0173'12.6 MI NE FROM BAYBORO.
 EY0173'THE HIGHWAY HAS BEEN WIDENED AND NONE OF THE REFERENCE POINTS
 EY0173'COULD BE IDENTIFIED.  THE DISTANCE GIVEN FROM THE CENTERLINE OF
 EY0173'THE ROAD WOULD PLACE THE MARK UNDER THE SHOULDER OF THE PRESENT
 EY0173'HIGHWAY.  TO REACH FROM BAYBORO, TRAVEL VIA STATE HIGHWAY 304,
 EY0173'12.6 MILES TO MARK.  IT IS 25.2 FEET SOUTHEAST OF CENTERLINE OF
 EY0173'STATE HIGHWAY 304, 4.0 FEET NORTHWEST OF DITCH, 2.0 FEET SOUTHWEST
 EY0173'OF REFERENCE POST, AND 0.5 MILE NORTH OF BRIDGE ACROSS GALES
 EY0173'CREEK.  A STANDARD DISK STAMPED, B-241, 1947 SET IN THE TOP OF A
 EY0173'7 IN ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0192 ***********************************************************************
 EY0192  DESIGNATION -  B 242
 EY0192  PID         -  EY0192
 EY0192  STATE/COUNTY-  NC/BEAUFORT
 EY0192  USGS QUAD   -  AURORA (1993)
 EY0192
 EY0192                         *CURRENT SURVEY CONTROL
 EY0192  ___________________________________________________________________
 EY0192* NAD 83(1986)-  35 19 21.     (N)    076 52 08.     (W)     SCALED    
 EY0192* NAVD 88     -         6.564  (meters)      21.54   (feet)  ADJUSTED  
 EY0192  ___________________________________________________________________
 EY0192  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EY0192  DYNAMIC HT  -           6.558 (meters)      21.52  (feet)  COMP
 EY0192  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 EY0192
 EY0192  VERT ORDER  -  THIRD
 EY0192
 EY0192.The horizontal coordinates were scaled from a topographic map and have
 EY0192.an estimated accuracy of +/- 6 seconds.
 EY0192
 EY0192.The orthometric height was determined by differential leveling
 EY0192.and adjusted in June 1991.
 EY0192
 EY0192.The geoid height was determined by GEOID03.
 EY0192
 EY0192.The dynamic height is computed by dividing the NAVD 88
 EY0192.geopotential number by the normal gravity value computed on the
 EY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0192.degrees latitude (g = 980.6199 gals.).
 EY0192
 EY0192.The modeled gravity was interpolated from observed gravity values.
 EY0192
 EY0192;                    North         East    Units  Estimated Accuracy
 EY0192;SPC NC       -   176,520.      803,340.      MT  (+/- 180 meters Scaled)
 EY0192
 EY0192                          SUPERSEDED SURVEY CONTROL
 EY0192
 EY0192  NGVD 29 (??/??/92)    6.889  (m)           22.60   (f) ADJ UNCH    3 0
 EY0192
 EY0192.Superseded values are not recommended for survey control.
 EY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0192.See file dsdata.txt to determine how the superseded data were derived.
 EY0192
 EY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE301104(NAD 83)
 EY0192_MARKER: DB = BENCH MARK DISK
 EY0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0192_STAMPING: B 242 1947
 EY0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0192+STABILITY: SURFACE MOTION
 EY0192
 EY0192  HISTORY     - Date     Condition        Report By
 EY0192  HISTORY     - 1947     MONUMENTED       CGS
 EY0192  HISTORY     - 1948     GOOD             NGS
 EY0192  HISTORY     - 1963     GOOD             NGS
 EY0192  HISTORY     - 19830101 MARK NOT FOUND   NCGS
 EY0192  HISTORY     - 19970222 GOOD             USPSQD
 EY0192
 EY0192                          STATION DESCRIPTION
 EY0192
 EY0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0192'6.1 MI NW FROM AURORA.
 EY0192'ORIGINAL DESCRIPTION INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY0192'TO REACH THE MARK FROM THE BANK AT AURORA, N.C., TRAVEL VIA
 EY0192'STATE HIGHWAY NO. 33 FOR 6.1 NW TO A POINT WHERE THE ROAD CROSSES
 EY0192'THE ATLANTIC COASTLINE RAILROAD (ABOUT 1500 FT. SE OF BRIDGE
 EY0192'OVER DURHAM CREEK IN EDWARD).  MARK IS ABOUT 210 FT. SE OF
 EY0192'RAILROAD CROSSING, 27.7 FT. NE OF CENTERLINE OF STATE HIGHWAY
 EY0192'NO. 33, 28.3 FT. S OF S RAIL OR RAILROAD, 16.0 FT. W. OF A 30 IN
 EY0192'PINE, 10.0 FT. E OF THREE OAK TREES, 5.0 FT. SW OF A CEDAR TREE
 EY0192'AND 1.0 FT. SE OF WHITE REFERENCE POST.  THE MARK IS A STANDARD
 EY0192'BENCH MARK DISK, STAMPED B-242, 1947, SET IN TOP OF 7 IN ROUND
 EY0192'CONCRETE MONUMENT PROJECTING 1 IN ABOVE GROUND.  NOTE-- THE MARK
 EY0192'IS ALONG THE OLD HIGHWAY 33 AND NOT ITS PRESENT ROUTE.  THE
 EY0192'RAILROAD HAS BEEN DISMANTELED BUT THE GRADE IS STILL
 EY0192'INDENTIFIABLE.
 EY0192
 EY0192                          STATION RECOVERY (1963)
 EY0192
 EY0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0192'RECOVERED IN GOOD CONDITION.
 EY0192
 EY0192                          STATION RECOVERY (1983)
 EY0192
 EY0192'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0192'STATION WAS SEARCHED FOR BUT NOT FOUND--DESCRIPTION IS INADEQUATE FOR
 EY0192'LOCATING THE MONUMENT.
 EY0192
 EY0192                          STATION RECOVERY (1997)
 EY0192
 EY0192'RECOVERY NOTE BY US POWER SQUADRON 1997
 EY0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0390 ***********************************************************************
 EY0390  DESIGNATION -  B 243
 EY0390  PID         -  EY0390
 EY0390  STATE/COUNTY-  NC/BEAUFORT
 EY0390  USGS QUAD   -  PINETOWN (1974)
 EY0390
 EY0390                         *CURRENT SURVEY CONTROL
 EY0390  ___________________________________________________________________
 EY0390* NAD 83(1986)-  35 35 52.     (N)    076 48 00.     (W)     SCALED    
 EY0390* NAVD 88     -         6.085  (meters)      19.96   (feet)  ADJUSTED  
 EY0390  ___________________________________________________________________
 EY0390  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 EY0390  DYNAMIC HT  -           6.080 (meters)      19.95  (feet)  COMP
 EY0390  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 EY0390
 EY0390  VERT ORDER  -  THIRD
 EY0390
 EY0390.The horizontal coordinates were scaled from a topographic map and have
 EY0390.an estimated accuracy of +/- 6 seconds.
 EY0390
 EY0390.The orthometric height was determined by differential leveling
 EY0390.and adjusted in June 1991.
 EY0390
 EY0390.The geoid height was determined by GEOID03.
 EY0390
 EY0390.The dynamic height is computed by dividing the NAVD 88
 EY0390.geopotential number by the normal gravity value computed on the
 EY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0390.degrees latitude (g = 980.6199 gals.).
 EY0390
 EY0390.The modeled gravity was interpolated from observed gravity values.
 EY0390
 EY0390;                    North         East    Units  Estimated Accuracy
 EY0390;SPC NC       -   207,180.      808,930.      MT  (+/- 180 meters Scaled)
 EY0390
 EY0390                          SUPERSEDED SURVEY CONTROL
 EY0390
 EY0390  NGVD 29 (??/??/92)    6.414  (m)           21.04   (f) ADJ UNCH    3 0
 EY0390
 EY0390.Superseded values are not recommended for survey control.
 EY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0390.See file dsdata.txt to determine how the superseded data were derived.
 EY0390
 EY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE369408(NAD 83)
 EY0390_MARKER: DB = BENCH MARK DISK
 EY0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0390_SP_SET: MONUMENT
 EY0390_STAMPING: B 243 1948
 EY0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0390
 EY0390  HISTORY     - Date     Condition        Report By
 EY0390  HISTORY     - 1948     MONUMENTED       CGS
 EY0390  HISTORY     - 1963     GOOD             NGS
 EY0390  HISTORY     - 1972     GOOD             NGS
 EY0390
 EY0390                          STATION DESCRIPTION
 EY0390
 EY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0390'1.4 MI E FROM ACRE STATION.
 EY0390'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 EY0390'(1) THE MARK IS 3.5 FEET SOUTHEAST OF A RAILROAD CROSSING SIGN.
 EY0390'ORIGINAL DESCRIPTION-- 1.4 MILES EAST ALONG AN UNPAVED ROAD
 EY0390'(PARALLELING RAILROAD) FROM ACRE STATION, BEAUFORT CO., AT A
 EY0390'BRIDGE ACROSS THE CANAL ON THE NORTH SIDE OF THE ROAD, 61.3 FEET
 EY0390'NORTH OF THE CENTERLINE OF THE ROAD, 10.5 FEET NORTHEAST OF THE
 EY0390'NORTHEAST CORNER OF THE BRIDGE, 24.0 FEET SOUTHEAST OF THE
 EY0390'INTERSECTION OF THE RAILROAD AND A DIRT ROAD, 11.1 FEET SOUTH OF
 EY0390'THE SOUTH RAIL AND SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 EY0390'MONUMENT.  NOTE-- 1972 REPORT--ROAD IS NOW PAVED AND MARK IS
 EY0390'3.5 FEET SOUTHEAST OF RAILROAD CROSSING SIGN.
 EY0390
 EY0390                          STATION RECOVERY (1972)
 EY0390
 EY0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EY0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0098 ***********************************************************************
 EY0098  DESIGNATION -  B 244
 EY0098  PID         -  EY0098
 EY0098  STATE/COUNTY-  NC/HYDE
 EY0098  USGS QUAD   -  SCRANTON (1974)
 EY0098
 EY0098                         *CURRENT SURVEY CONTROL
 EY0098  ___________________________________________________________________
 EY0098* NAD 83(2001)-  35 28 03.32340(N)    076 25 54.75369(W)     ADJUSTED  
 EY0098* NAVD 88     -         0.368  (meters)       1.21   (feet)  ADJUSTED  
 EY0098  ___________________________________________________________________
 EY0098  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EY0098  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EY0098  DYNAMIC HT  -           0.368 (meters)       1.21  (feet)  COMP
 EY0098  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 EY0098
 EY0098  HORZ ORDER  -  SECOND
 EY0098  VERT ORDER  -  THIRD
 EY0098
 EY0098.The horizontal coordinates were established by classical geodetic methods
 EY0098.and adjusted by the National Geodetic Survey in August 2005.
 EY0098
 EY0098.The orthometric height was determined by differential leveling
 EY0098.and adjusted in June 1991.
 EY0098
 EY0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0098
 EY0098.The geoid height was determined by GEOID03.
 EY0098
 EY0098.The dynamic height is computed by dividing the NAVD 88
 EY0098.geopotential number by the normal gravity value computed on the
 EY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0098.degrees latitude (g = 980.6199 gals.).
 EY0098
 EY0098.The modeled gravity was interpolated from observed gravity values.
 EY0098
 EY0098;                    North         East     Units Scale Factor Converg.
 EY0098;SPC NC       -   193,547.460   842,645.056   MT  0.99987966   +1 28 56.1
 EY0098;SPC NC       -   634,996.96  2,764,577.99   sFT  0.99987966   +1 28 56.1
 EY0098;UTM  18      - 3,925,841.076   370,082.125   MT  0.99980800   -0 49 51.4
 EY0098
 EY0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0098!SPC NC       -   1.00000584  x   0.99987966  =   0.99988550
 EY0098!UTM  18      -   1.00000584  x   0.99980800  =   0.99981384
 EY0098
 EY0098                          SUPERSEDED SURVEY CONTROL
 EY0098
 EY0098  NAD 83(1986)-  35 28 03.33661(N)    076 25 54.75755(W) AD(       ) 2
 EY0098  NAVD 88 (07/14/98)    0.37   (m)            1.2    (f) LEVELING    3  
 EY0098  NGVD 29 (??/??/92)    0.647  (m)            2.12   (f) ADJ UNCH    3 0
 EY0098
 EY0098.Superseded values are not recommended for survey control.
 EY0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0098.See file dsdata.txt to determine how the superseded data were derived.
 EY0098
 EY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7008225841(NAD 83)
 EY0098_MARKER: DB = BENCH MARK DISK
 EY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0098_SP_SET: CONCRETE POST
 EY0098_STAMPING: B 244 1948
 EY0098_MARK LOGO: NCGS  
 EY0098_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0098+STABILITY: SURFACE MOTION
 EY0098
 EY0098  HISTORY     - Date     Condition        Report By
 EY0098  HISTORY     - 1948     MONUMENTED       CGS
 EY0098  HISTORY     - 1963     GOOD             NGS
 EY0098  HISTORY     - 1982     GOOD             NCGS
 EY0098  HISTORY     - 19820421 GOOD             NCGS
 EY0098  HISTORY     - 19951004 GOOD             NCGS
 EY0098
 EY0098                          STATION DESCRIPTION
 EY0098
 EY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0098'2.5 MI E FROM SCRANTON.
 EY0098'2.5 MILES EAST OF THE POST OFFICE AT SCRANTON, HYDE COUNTY, ALONG
 EY0098'U.S. HIGHWAY 264, 50.7 FEET SOUTH OF THE CENTERLINE OF THE
 EY0098'HIGHWAY, 59 FEET WEST OF THE CENTERLINE OF AN UNPAVED ROAD, 7.0
 EY0098'FEET SOUTH OF TELEPHONE POLE 1739, 3.0 FEET NORTH OF A WITNESS
 EY0098'POST, AND SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 EY0098'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- IN 1962 IT WAS REPORTED
 EY0098'THE MARK IS NOW IN FRONT OF HODES STORE AT THE INTERSECTION OF
 EY0098'HIGHWAYS 264 AND 1139.
 EY0098
 EY0098                          STATION RECOVERY (1982)
 EY0098
 EY0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0098'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION
 EY0098'IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF SCRANTON AND 11.8
 EY0098'KM (7.3 MI) NORTHWEST OF SWANQUARTER.  ALONG US 264 FOR 10.2 KM (6.4
 EY0098'MI) EAST FROM THE CENTER OF A HIGHWAY BRIDGE OVER THE INTERCOASTAL
 EY0098'WATERWAY, AT THE INTERSECTION WITH SR 1139.  THE STATION IS A
 EY0098'STANDARD CGS DISK STAMPED---B 244 1948---, SET IN A CONCRETE POST
 EY0098'RECESSED 15 CM BELOW GROUND.  LOCATED 15.4 METERS (50.4 FT) SOUTHWEST
 EY0098'OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (49.7 FT) NORTH OF THE
 EY0098'CENTERLINE OF SR 1139, 34.7 METERS (113.8 FT) WEST-NORTHWEST OF THE
 EY0098'INTERSECTION OF US 264 AND SR 1139, 13.5 METERS (44.4 FT) EAST OF THE
 EY0098'NORTHEAST CORNER OF A 1-STORY STORE BUILDING, AND 2.0 METERS (6.7 FT)
 EY0098'SOUTHWEST OF A TELEPHONE POLE (1139).
 EY0098
 EY0098                          STATION RECOVERY (1982)
 EY0098
 EY0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0098'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH-SOUTHEAST OF SCRANTON
 EY0098'AND 11.8 KM (7.35 MI) NORTHWEST OF SWANQUARTER. ALONG US 264 FOR 10.2
 EY0098'KM (6.35 MI) EAST FROM THE CENTER OF A HIGHWAY BRIDGE OVER THE
 EY0098'INTERCOASTAL WATERWAY, AT SR 1139. MARK IS RECESSED 6 INCHES BELOW
 EY0098'GROUND.  LOCATED 15.4 M (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EY0098'HIGHWAY, 15.2 M (49.9 FT) NORTH OF THE CENTERLINE OF SR 1139, 34.7 M
 EY0098'(113.8 FT) WEST-NORTHWEST OF THE INTERSECTION OF US 264 AND SR 1139,
 EY0098'13.5 M (44.3 FT) EAST OF THE NORTHEAST CORNER OF A 1-STORY STORE
 EY0098'BUILDING, AND 2.0 M (6.6 FT) SOUTHWEST OF A TELEPHONE POLE (1139).
 EY0098
 EY0098                          STATION RECOVERY (1995)
 EY0098
 EY0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EY0098'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0018 ***********************************************************************
 EY0018  DESIGNATION -  B 245
 EY0018  PID         -  EY0018
 EY0018  STATE/COUNTY-  NC/TYRRELL
 EY0018  USGS QUAD   -  FAIRFIELD NW (1983)
 EY0018
 EY0018                         *CURRENT SURVEY CONTROL
 EY0018  ___________________________________________________________________
 EY0018* NAD 83(1986)-  35 44 20.     (N)    076 10 38.     (W)     SCALED    
 EY0018* NAVD 88     -         0.381  (meters)       1.25   (feet)  ADJUSTED  
 EY0018  ___________________________________________________________________
 EY0018  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 EY0018  DYNAMIC HT  -           0.380 (meters)       1.25  (feet)  COMP
 EY0018  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 EY0018
 EY0018  VERT ORDER  -  SECOND    CLASS II
 EY0018
 EY0018.The horizontal coordinates were scaled from a topographic map and have
 EY0018.an estimated accuracy of +/- 6 seconds.
 EY0018
 EY0018.The orthometric height was determined by differential leveling
 EY0018.and adjusted in June 1991.
 EY0018
 EY0018.The geoid height was determined by GEOID03.
 EY0018
 EY0018.The dynamic height is computed by dividing the NAVD 88
 EY0018.geopotential number by the normal gravity value computed on the
 EY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0018.degrees latitude (g = 980.6199 gals.).
 EY0018
 EY0018.The modeled gravity was interpolated from observed gravity values.
 EY0018
 EY0018;                    North         East    Units  Estimated Accuracy
 EY0018;SPC NC       -   224,260.      864,890.      MT  (+/- 180 meters Scaled)
 EY0018
 EY0018                          SUPERSEDED SURVEY CONTROL
 EY0018
 EY0018.No superseded survey control is available for this station.
 EY0018
 EY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE935556(NAD 83)
 EY0018_MARKER: DB = BENCH MARK DISK
 EY0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0018_STAMPING: B 245 1948
 EY0018_MARK LOGO: CGS   
 EY0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0018+STABILITY: SURFACE MOTION
 EY0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0018+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 EY0018
 EY0018  HISTORY     - Date     Condition        Report By
 EY0018  HISTORY     - 1948     MONUMENTED       CGS
 EY0018  HISTORY     - 1963     GOOD             NGS
 EY0018  HISTORY     - 1974     GOOD             NCGS
 EY0018  HISTORY     - 1977     GOOD             NCGS
 EY0018  HISTORY     - 1977     GOOD             NGS
 EY0018  HISTORY     - 19850101 GOOD             NCGS
 EY0018  HISTORY     - 20010320 GOOD             NCGS
 EY0018
 EY0018                          STATION DESCRIPTION
 EY0018
 EY0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0018'13.3 MI S FROM COLUMBIA.
 EY0018'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 EY0018'CORRECTIONS-- (1) THE MARK IS 83 FEET NORTH OF THE STORE CORNER
 EY0018'AND 18 FEET SOUTHWEST OF A FENCE CORNER.  (2) THE WITNESS POST
 EY0018'IS NOT IN PLACE.  13.3 MILES SOUTH ALONG HIGHWAY 94 FROM THE POST
 EY0018'OFFICE AT COLUMBIA, TYRRELL COUNTY, 36.0 FEET WEST OF THE
 EY0018'CENTERLINE OF THE HIGHWAY, 80.0 FEET NORTH OF THE NORTHEAST
 EY0018'CORNER OF PAT AND ALLENS STORE, 3.0 FEET EAST OF A WIRE FENCE,
 EY0018'2.6 FEET EAST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 EY0018'10 INCH ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.
 EY0018'NOTE-- 1960 REPORTED THE MARK RECOVERED AS DESCRIBED EXCEPT IT IS
 EY0018'NOW 10 FEET SOUTH OF THE FENCE, THERE IS NO WITNESS POST, BECAUSE
 EY0018'IT IS ON THE LAWN OF THE STORE.
 EY0018
 EY0018                          STATION RECOVERY (1974)
 EY0018
 EY0018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EY0018'RECOVERED IN GOOD CONDITION.
 EY0018
 EY0018                          STATION RECOVERY (1977)
 EY0018
 EY0018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY0018'TO REACH STATION FROM THE POST OFFICE IN COLUMBIA, PROCEED SOUTH ALONG
 EY0018'NC 94 FOR 13.3 MILES TO PAT AND ALLENS STORE AND STATION ON RIGHT IN
 EY0018'NORTHEAST CORNER OF STORE YARD.  0.35 MILE NORTH OF INTERSECTION WITH
 EY0018'SR 1321 (LEADING TO GUM NECK) AND SR 1101 (W). 34.6 FT. W OF C/L OF NC
 EY0018'94, 29.6 FT. S OF LAMP POST NO. 2, 67.2 FT. ESE OF SW CORNER OF WHITE
 EY0018'TRAILER HOME AND 79.5 FT. N OF NE CORNER OF WHITE FRAME STORE. DISK IS
 EY0018'SET IN CONCRETE CYLINDER 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY0018
 EY0018                          STATION RECOVERY (1977)
 EY0018
 EY0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 EY0018'RECOVERED IN GOOD CONDITION.
 EY0018
 EY0018                          STATION RECOVERY (1985)
 EY0018
 EY0018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0018'RECOVERED AS DESCRIBED.
 EY0018
 EY0018                          STATION RECOVERY (2001)
 EY0018
 EY0018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY0018'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY0018'CORRECTIONS.
 EY0018'MARK IS ABOUT 2-FEET LOWER THAN THE CENTERLINE OF NC 24 AND IS
 EY0018'RECESSED 12 INCHES. LOCATED 29.4 FT (9.0 M)  SOUTH OF A POWER POLE
 EY0018'(Q0711).
 EY0018'REFERENCED LAMP POST NO 2 IS GONE AND WHITE FRAMED STORE IS NOW YELLOW
 EY0018'AND ABANDONED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1018 ***********************************************************************
 EY1018  DESIGNATION -  B 245 RM
 EY1018  PID         -  EY1018
 EY1018  STATE/COUNTY-  NC/TYRRELL
 EY1018  USGS QUAD   -  FAIRFIELD NW (1983)
 EY1018
 EY1018                         *CURRENT SURVEY CONTROL
 EY1018  ___________________________________________________________________
 EY1018* NAD 83(1986)-  35 44 21.     (N)    076 10 37.     (W)     SCALED    
 EY1018* NAVD 88     -         0.802  (meters)       2.63   (feet)  ADJUSTED  
 EY1018  ___________________________________________________________________
 EY1018  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 EY1018  DYNAMIC HT  -           0.801 (meters)       2.63  (feet)  COMP
 EY1018  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 EY1018
 EY1018  VERT ORDER  -  SECOND    CLASS II
 EY1018
 EY1018.The horizontal coordinates were scaled from a topographic map and have
 EY1018.an estimated accuracy of +/- 6 seconds.
 EY1018
 EY1018.The orthometric height was determined by differential leveling
 EY1018.and adjusted in June 1991.
 EY1018
 EY1018.The geoid height was determined by GEOID03.
 EY1018
 EY1018.The dynamic height is computed by dividing the NAVD 88
 EY1018.geopotential number by the normal gravity value computed on the
 EY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1018.degrees latitude (g = 980.6199 gals.).
 EY1018
 EY1018.The modeled gravity was interpolated from observed gravity values.
 EY1018
 EY1018;                    North         East    Units  Estimated Accuracy
 EY1018;SPC NC       -   224,290.      864,920.      MT  (+/- 180 meters Scaled)
 EY1018
 EY1018                          SUPERSEDED SURVEY CONTROL
 EY1018
 EY1018.No superseded survey control is available for this station.
 EY1018
 EY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE935556(NAD 83)
 EY1018_MARKER: Q = CHISELED SQUARE
 EY1018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1018_SP_SET: BASE
 EY1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1018
 EY1018  HISTORY     - Date     Condition        Report By
 EY1018  HISTORY     - UNK      MONUMENTED       NCGS
 EY1018  HISTORY     - 1977     GOOD             NCGS
 EY1018
 EY1018                          STATION DESCRIPTION
 EY1018
 EY1018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY1018'13.3 MI S FROM COLUMBIA.
 EY1018'TO REACH STATION FROM THE POST OFFICE IN COLUMBIA, PROCEED SOUTH ALONG
 EY1018'NC 94 FOR 13.3 MILES TO PAT AND ALLENS STORE AND STATION ON RIGHT, IN
 EY1018'SOUTHEAST CORNER OF STORE YARD AND 0.35 MILE NORTH OF INTERSECTION
 EY1018'WITH SR 1321 (LEADING TO GUM NECK) AND SR 1101 (W). 33.1 FT. SW OF C/L
 EY1018'OF NC 94 AND 1.9 FT. SSW OF 8 INCH METAL POST FOR BP SIGN. STATION IS
 EY1018'A CHISELED SQUARE IN SW CORNER OF CONCRETE BASE FOR BP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0299 ***********************************************************************
 EX0299  DESIGNATION -  B 248 RESET
 EX0299  PID         -  EX0299
 EX0299  STATE/COUNTY-  NC/DARE
 EX0299  USGS QUAD   -  BUFFALO CITY (1980)
 EX0299
 EX0299                         *CURRENT SURVEY CONTROL
 EX0299  ___________________________________________________________________
 EX0299* NAD 83(1986)-  35 52 18.     (N)    075 53 02.     (W)     SCALED    
 EX0299* NAVD 88     -         0.22   (meters)       0.7    (feet)  RESET     
 EX0299  ___________________________________________________________________
 EX0299  GEOID HEIGHT-         -38.98  (meters)                     GEOID03
 EX0299  VERT ORDER  -  THIRD
 EX0299
 EX0299.The horizontal coordinates were scaled from a topographic map and have
 EX0299.an estimated accuracy of +/- 6 seconds.
 EX0299
 EX0299.The orthometric height was computed from unverified reset data.
 EX0299
 EX0299.The geoid height was determined by GEOID03.
 EX0299
 EX0299;                    North         East    Units  Estimated Accuracy
 EX0299;SPC NC       -   239,780.      890,950.      MT  (+/- 180 meters Scaled)
 EX0299
 EX0299                          SUPERSEDED SURVEY CONTROL
 EX0299
 EX0299.No superseded survey control is available for this station.
 EX0299
 EX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE202700(NAD 83)
 EX0299_MARKER: DB = BENCH MARK DISK
 EX0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0299_STAMPING: B 248 RESET 1966
 EX0299_MARK LOGO: CGS   
 EX0299_PROJECTION: PROJECTING 5 CENTIMETERS
 EX0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0299+STABILITY: SURFACE MOTION
 EX0299
 EX0299  HISTORY     - Date     Condition        Report By
 EX0299  HISTORY     - 1966     MONUMENTED       CGS
 EX0299
 EX0299                          STATION DESCRIPTION
 EX0299
 EX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EX0299'5.25 MI EAST FROM EAST LAKE.
 EX0299'6.2 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF U.S.
 EX0299'HIGHWAYS 64 AND 264 ON THE PROPERTY OF BRUCE CREEF, 102 FEET NORTH OF
 EX0299'THE CENTERLINE OF EXISTING U.S. HIGHWAY 64, 51 FEET NORTHEAST OF A
 EX0299'4 FOOT OAK TREE, 31 FEET WEST OF THE CENTERLINE OF DRIVEWAY, 25 FEET
 EX0299'WEST OF GATE POST, 1 FOOT SOUTH OF FENCE LINE, AND 1 FOOT NORTH OF
 EX0299'HIGHWAY RIGHT-OF-WAY.
 EX0299'THE MARK IS 0.8 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0096 ***********************************************************************
 EX0096  DESIGNATION -  B 249
 EX0096  PID         -  EX0096
 EX0096  STATE/COUNTY-  NC/DARE
 EX0096  USGS QUAD   -  MANTEO (1983)
 EX0096
 EX0096                         *CURRENT SURVEY CONTROL
 EX0096  ___________________________________________________________________
 EX0096* NAD 83(2001)-  35 55 56.98821(N)    075 41 31.03113(W)     ADJUSTED  
 EX0096* NAVD 88     -         4.404  (meters)      14.45   (feet)  ADJUSTED  
 EX0096  ___________________________________________________________________
 EX0096  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 EX0096  GEOID HEIGHT-         -39.01  (meters)                     GEOID03
 EX0096  DYNAMIC HT  -           4.400 (meters)      14.44  (feet)  COMP
 EX0096  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 EX0096
 EX0096  HORZ ORDER  -  SECOND
 EX0096  VERT ORDER  -  THIRD
 EX0096
 EX0096.The horizontal coordinates were established by classical geodetic methods
 EX0096.and adjusted by the National Geodetic Survey in August 2005.
 EX0096
 EX0096.The orthometric height was determined by differential leveling
 EX0096.and adjusted in May 2000.
 EX0096
 EX0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0096
 EX0096.The geoid height was determined by GEOID03.
 EX0096
 EX0096.The dynamic height is computed by dividing the NAVD 88
 EX0096.geopotential number by the normal gravity value computed on the
 EX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0096.degrees latitude (g = 980.6199 gals.).
 EX0096
 EX0096.The modeled gravity was interpolated from observed gravity values.
 EX0096
 EX0096;                    North         East     Units Scale Factor Converg.
 EX0096;SPC NC       -   247,084.176   908,048.666   MT  0.99994305   +1 54 33.5
 EX0096;SPC NC       -   810,642.00  2,979,156.33   sFT  0.99994305   +1 54 33.5
 EX0096;UTM  18      - 3,976,682.581   437,582.332   MT  0.99964801   -0 24 21.9
 EX0096
 EX0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0096!SPC NC       -   1.00000543  x   0.99994305  =   0.99994848
 EX0096!UTM  18      -   1.00000543  x   0.99964801  =   0.99965344
 EX0096
 EX0096|---------------------------------------------------------------------|
 EX0096| PID    Reference Object                     Distance      Geod. Az  |
 EX0096|                                                           dddmmss.s |
 EX0096| EX0576 DUKE                                357.574 METERS 12528     |
 EX0096|---------------------------------------------------------------------|
 EX0096
 EX0096                          SUPERSEDED SURVEY CONTROL
 EX0096
 EX0096  NAD 83(1986)-  35 55 57.00451(N)    075 41 31.04188(W) AD(       ) 2
 EX0096  NAD 27      -  35 55 56.39908(N)    075 41 32.41841(W) AD(       ) 2
 EX0096  NAVD 88 (06/15/91)    4.460  (m)           14.63   (f) UNKNOWN     3 0
 EX0096  NGVD 29 (??/??/92)    4.762  (m)           15.62   (f) ADJ UNCH    3 0
 EX0096
 EX0096.Superseded values are not recommended for survey control.
 EX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0096.See file dsdata.txt to determine how the superseded data were derived.
 EX0096
 EX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3758276683(NAD 83)
 EX0096_MARKER: DB = BENCH MARK DISK
 EX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0096_STAMPING: B 249 1949
 EX0096_MARK LOGO: CGS   
 EX0096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0096+STABILITY: SURFACE MOTION
 EX0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EX0096+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 EX0096
 EX0096  HISTORY     - Date     Condition        Report By
 EX0096  HISTORY     - 1974     MONUMENTED       CGS
 EX0096  HISTORY     - 1962     GOOD             NGS
 EX0096  HISTORY     - 1974     GOOD             NGS
 EX0096  HISTORY     - 1985     GOOD             LOCSUR
 EX0096  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EX0096  HISTORY     - 19910525 POOR             USPSQD
 EX0096  HISTORY     - 19910623 GOOD             USPSQD
 EX0096  HISTORY     - 19910714 GOOD             USPSQD
 EX0096  HISTORY     - 19941220 GOOD             NCGS
 EX0096
 EX0096                          STATION DESCRIPTION
 EX0096
 EX0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (JWC)
 EX0096'B-249 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EX0096'VICINITY OF MANTEO, NORTH CAROLINA.
 EX0096'
 EX0096'B-249 IS LOCATED APPROXIMATELY 2.1 MILES NORTHWEST OF MANTEO.  TO
 EX0096'REACH STATION FROM THE EAST END OF THE WILLIAM B. UMSTEAD BRIDGE
 EX0096'OVER CROATAN SOUND, PROCEED EASTERLY ALONG U.S. 64-U.S. 264 FOR
 EX0096'1.9 MILES TO INTERSECTION WITH SR 1116, AND STATION ON NORTHEAST
 EX0096'SIDE OF INTERSECTION.
 EX0096'
 EX0096'STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED
 EX0096'B-249 1949, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0096'WHICH IS 2 INCHES ABOVE THE GROUND.
 EX0096'
 EX0096'MARK IS 38.1 FT NNE OF C/L OF U.S. 64-U.S. 264
 EX0096'
 EX0096'6.6 FT SE OF NE PROJECTION OF C/L OF SR 1116
 EX0096'
 EX0096'8.1 FT N OF TP 52 WITH ALUMINUM REF. TAG
 EX0096'
 EX0096'15.9 FT SE OF 15 INCH PINE WITH ALUMINUM REF. TAG
 EX0096'
 EX0096'2.2 FT SSW OF METAL WITNESS POST
 EX0096
 EX0096                          STATION RECOVERY (1962)
 EX0096
 EX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EX0096'2 MI NW FROM MANTEO.
 EX0096'2.0 MILES NORTHWEST ALONG STATE HIGHWAY NO. 345 FROM ITS
 EX0096'INTERSECTION WITH HIGHWAY STREET IN MANTEO, AT THE JUNCTION OF THE
 EX0096'COUNTY AIRPORT ROAD WITH STATE HIGHWAY NO. 345, 47.8 FEET EAST
 EX0096'OF THE CENTERLINE OF ROAD JUNCTION, 8.5 FEET NORTHEAST OF TELEPHONE
 EX0096'POLE NO. 57L18 AND 3.0 FEET NORTHEAST OF A WHITE WITNESS POST,
 EX0096'SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT PROJECTING 3
 EX0096'INCHES.  NOTE-- POLE NOW IS NO. 52 AND THE MARK IS 1.5 FEET NORTH
 EX0096'OF A CGS WITNESS SIGN AND IN LINE WITH THE NORTH EDGE OF THE
 EX0096'PAVEMENT OF AIRPORT ROAD (ROAD NO. 1116).
 EX0096
 EX0096                          STATION RECOVERY (1974)
 EX0096
 EX0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0096'RECOVERED IN GOOD CONDITION.
 EX0096
 EX0096                          STATION RECOVERY (1985)
 EX0096
 EX0096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 EX0096'RECOVERED IN GOOD CONDITION.
 EX0096
 EX0096                          STATION RECOVERY (1985)
 EX0096
 EX0096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0096'RECOVERED AS DESCRIBED.  HOWEVER, THE MARK SHOWS SOME SIGN OF BEING
 EX0096'HIT AND SHOULD BE USED WITH CAUTION.
 EX0096
 EX0096                          STATION RECOVERY (1991)
 EX0096
 EX0096'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 EX0096'MARK RECOVERED IN POOR CONDITION.
 EX0096
 EX0096                          STATION RECOVERY (1991)
 EX0096
 EX0096'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0096'RECOVERED IN GOOD CONDITION.
 EX0096
 EX0096                          STATION RECOVERY (1991)
 EX0096
 EX0096'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0096'RECOVERED IN GOOD CONDITION.
 EX0096
 EX0096                          STATION RECOVERY (1994)
 EX0096
 EX0096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EX0096'STAION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 EX0096'OR ADDITIONS. STATION HAS BEEN HIT BY MOWING, AND DISK IS PARTIALLY
 EX0096'OBLITERATED. MARK IS ABOUT 2-FEET LOWER THAN THE CENTERLINE OF US
 EX0096'64/264, AND PROJECTS 3 INCHES ABOVE THE GROUND. LOCATED 8.7 FT (2.7 M)
 EX0096'NORTH OF A TELEPHONE POLE (NO.53)-COVERED OVER WITH WIRE SHEETHING,
 EX0096'16.8 FT (5.1 M) SOUTHEAST OF A 20-INCH PINE WITH REFERENCE TAG, 3.7 FT
 EX0096'(1.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ASPHALT BICYCLE TRAIL.
 EX0096'THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0671 ***********************************************************************
 FX0671  DESIGNATION -  B 25
 FX0671  PID         -  FX0671
 FX0671  STATE/COUNTY-  NC/CHOWAN
 FX0671  USGS QUAD   -  EDENTON (1981)
 FX0671
 FX0671                         *CURRENT SURVEY CONTROL
 FX0671  ___________________________________________________________________
 FX0671* NAD 83(1986)-  36 03 31.     (N)    076 36 13.     (W)     SCALED    
 FX0671* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 FX0671  ___________________________________________________________________
 FX0671  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 FX0671  DYNAMIC HT  -           3.223 (meters)      10.57  (feet)  COMP
 FX0671  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 FX0671
 FX0671  VERT ORDER  -  FIRST     CLASS I
 FX0671
 FX0671.The horizontal coordinates were scaled from a topographic map and have
 FX0671.an estimated accuracy of +/- 6 seconds.
 FX0671
 FX0671.The orthometric height was determined by differential leveling
 FX0671.and adjusted in June 1991.
 FX0671
 FX0671.The geoid height was determined by GEOID03.
 FX0671
 FX0671.The dynamic height is computed by dividing the NAVD 88
 FX0671.geopotential number by the normal gravity value computed on the
 FX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0671.degrees latitude (g = 980.6199 gals.).
 FX0671
 FX0671.The modeled gravity was interpolated from observed gravity values.
 FX0671
 FX0671;                    North         East    Units  Estimated Accuracy
 FX0671;SPC NC       -   258,710.      825,480.      MT  (+/- 180 meters Scaled)
 FX0671
 FX0671                          SUPERSEDED SURVEY CONTROL
 FX0671
 FX0671  NGVD 29 (??/??/92)    3.563  (m)           11.69   (f) ADJ UNCH    1 1
 FX0671
 FX0671.Superseded values are not recommended for survey control.
 FX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0671.See file dsdata.txt to determine how the superseded data were derived.
 FX0671
 FX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE555916(NAD 83)
 FX0671_MARKER: DB = BENCH MARK DISK
 FX0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0671_STAMPING: 11.742 B 25 1932
 FX0671_MARK LOGO: CGS   
 FX0671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0671+STABILITY: SURFACE MOTION
 FX0671
 FX0671  HISTORY     - Date     Condition        Report By
 FX0671  HISTORY     - 1932     MONUMENTED       CGS
 FX0671  HISTORY     - 1963     GOOD             CGS
 FX0671  HISTORY     - 19750101 GOOD             NCGS
 FX0671
 FX0671                          STATION DESCRIPTION
 FX0671
 FX0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0671'AT EDENTON.
 FX0671'AT EDENTON, ALONG THE NORFOLK SOUTHERN RAILWAY, 62 FEET SOUTHWEST
 FX0671'OF SOUTHWEST CORNER OF THE STATION, 124 FEET WEST OF WEST RAIL OF
 FX0671'MAIN TRACK, 14.5 FEET NORTH OF NORTH END OF SPUR TRACK, 136 FEET
 FX0671'SOUTHWEST OF CENTER LINE OF EAST QUEEN STREET, 7 FEET SOUTHWEST
 FX0671'OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0671'1 INCH.
 FX0671
 FX0671                          STATION RECOVERY (1975)
 FX0671
 FX0671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX0671'ADDITIONAL REFERENCES, 2.7 FT SE OF A WITNESS POST, 7.8 FT SW OF A
 FX0671'SERVICE POLE W/METER AND ALUMINUM REF. TAG AND 20.4 FT NNW OF A PP
 FX0671'64-178 WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0321 ***********************************************************************
 EY0321  DESIGNATION -  B 250
 EY0321  PID         -  EY0321
 EY0321  STATE/COUNTY-  NC/WASHINGTON
 EY0321  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY0321
 EY0321                         *CURRENT SURVEY CONTROL
 EY0321  ___________________________________________________________________
 EY0321* NAD 83(1986)-  35 49 48.     (N)    076 44 13.     (W)     SCALED    
 EY0321* NAVD 88     -         7.430  (meters)      24.38   (feet)  ADJUSTED  
 EY0321  ___________________________________________________________________
 EY0321  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EY0321  DYNAMIC HT  -           7.424 (meters)      24.36  (feet)  COMP
 EY0321  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 EY0321
 EY0321  VERT ORDER  -  THIRD
 EY0321
 EY0321.The horizontal coordinates were scaled from a topographic map and have
 EY0321.an estimated accuracy of +/- 6 seconds.
 EY0321
 EY0321.The orthometric height was determined by differential leveling
 EY0321.and adjusted in June 1991.
 EY0321
 EY0321.The geoid height was determined by GEOID03.
 EY0321
 EY0321.The dynamic height is computed by dividing the NAVD 88
 EY0321.geopotential number by the normal gravity value computed on the
 EY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0321.degrees latitude (g = 980.6199 gals.).
 EY0321
 EY0321.The modeled gravity was interpolated from observed gravity values.
 EY0321
 EY0321;                    North         East    Units  Estimated Accuracy
 EY0321;SPC NC       -   233,070.      814,050.      MT  (+/- 180 meters Scaled)
 EY0321
 EY0321                          SUPERSEDED SURVEY CONTROL
 EY0321
 EY0321  NGVD 29 (??/??/92)    7.773  (m)           25.50   (f) ADJ UNCH    3 0
 EY0321
 EY0321.Superseded values are not recommended for survey control.
 EY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0321.See file dsdata.txt to determine how the superseded data were derived.
 EY0321
 EY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE431664(NAD 83)
 EY0321_MARKER: DB = BENCH MARK DISK
 EY0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0321_SP_SET: HEADWALL
 EY0321_STAMPING: B 250 1951
 EY0321_MARK LOGO: CGS   
 EY0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0321+STABILITY: SURFACE MOTION
 EY0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0321+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY0321
 EY0321  HISTORY     - Date     Condition        Report By
 EY0321  HISTORY     - 1951     MONUMENTED       CGS
 EY0321  HISTORY     - 1963     GOOD             NGS
 EY0321  HISTORY     - 19850101 GOOD             NCGS
 EY0321  HISTORY     - 19890823 GOOD             NCGS
 EY0321
 EY0321                          STATION DESCRIPTION
 EY0321
 EY0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EY0321'2.1 MI S FROM PLYMOUTH.
 EY0321'LOCATED 2.1 MILES SOUTH OF RAILROAD STATION AT PLYMOUTH ALONG
 EY0321'HIGHWAY NO. 32, 22.1 FEET WEST OF CENTERLINE OF HIGHWAY, AND 92.3
 EY0321'FEET NORTH OF POWER POLE NO. P.W.-22.  THE DISK WAS SET IN TOP
 EY0321'OF A CONCRETE CULVERT OVER A DITCH 3.0 FEET PLUS OR MINUS BELOW
 EY0321'GRADE OF HIGHWAY.
 EY0321
 EY0321                          STATION RECOVERY (1963)
 EY0321
 EY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0321'RECOVERED IN GOOD CONDITION.
 EY0321
 EY0321                          STATION RECOVERY (1985)
 EY0321
 EY0321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0321'RECOVERED IN GOOD CONDITION.  ADD--27.76 M (91.08 FT) NORTH OF A
 EY0321'POWERPOLE (37) WITH A TRANSFORMER AND REFERENCE TAG.
 EY0321
 EY0321                          STATION RECOVERY (1989)
 EY0321
 EY0321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY0321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1517 ***********************************************************************
 FA1517  DESIGNATION -  B 251
 FA1517  PID         -  FA1517
 FA1517  STATE/COUNTY-  NC/LINCOLN
 FA1517  USGS QUAD   -  MAIDEN (1993)
 FA1517
 FA1517                         *CURRENT SURVEY CONTROL
 FA1517  ___________________________________________________________________
 FA1517* NAD 83(1986)-  35 31 39.     (N)    081 13 24.     (W)     SCALED    
 FA1517* NAVD 88     -       289.419  (meters)     949.54   (feet)  ADJUSTED  
 FA1517  ___________________________________________________________________
 FA1517  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA1517  DYNAMIC HT  -         289.147 (meters)     948.64  (feet)  COMP
 FA1517  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FA1517
 FA1517  VERT ORDER  -  FIRST     CLASS II
 FA1517
 FA1517.The horizontal coordinates were scaled from a topographic map and have
 FA1517.an estimated accuracy of +/- 6 seconds.
 FA1517
 FA1517.The orthometric height was determined by differential leveling
 FA1517.and adjusted in June 1991.
 FA1517
 FA1517.The geoid height was determined by GEOID03.
 FA1517
 FA1517.The dynamic height is computed by dividing the NAVD 88
 FA1517.geopotential number by the normal gravity value computed on the
 FA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1517.degrees latitude (g = 980.6199 gals.).
 FA1517
 FA1517.The modeled gravity was interpolated from observed gravity values.
 FA1517
 FA1517;                    North         East    Units  Estimated Accuracy
 FA1517;SPC NC       -   199,440.      407,990.      MT  (+/- 180 meters Scaled)
 FA1517
 FA1517                          SUPERSEDED SURVEY CONTROL
 FA1517
 FA1517.No superseded survey control is available for this station.
 FA1517
 FA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV797315(NAD 83)
 FA1517_MARKER: DB = BENCH MARK DISK
 FA1517_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FA1517_SP_SET: IN WALL OF BANK BUILDING
 FA1517_STAMPING: B 251 1982
 FA1517_MARK LOGO: NGS   
 FA1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1517+STABILITY: SURFACE MOTION
 FA1517
 FA1517  HISTORY     - Date     Condition        Report By
 FA1517  HISTORY     - 1982     MONUMENTED       NGS
 FA1517  HISTORY     - 1987     GOOD             USPSQD
 FA1517  HISTORY     - 1989     GOOD             USPSQD
 FA1517  HISTORY     - 20010711 MARK NOT FOUND   USPSQD
 FA1517
 FA1517                          STATION DESCRIPTION
 FA1517
 FA1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FA1517'5.5. KM (3.4 MI) SOUTH FROM MAIDEN.
 FA1517'LOCATED ALONG US 321, 6.0 KM (3.75 MI) SOUTHWEST OF THE INTERSECTION
 FA1517'WITH SR 1810 IN MAIDEN, OR 6.1 KM (3.8 MI) NORTH-NORTHEAST OF THE
 FA1517'INTERSECTION WITH NC 150 (MAIN STREET) IN LINCOLNTON, IN THE NORTHEAST
 FA1517'FACE OF NORTH 321 VFD, AND 0.3 KM (0.2 MI) SOUTHWEST OF THE
 FA1517'INTERSECTION WITH SR 1339, 21.12 METERS (69.3 FT) SOUTH-SOUTHEAST OF
 FA1517'CENTERLINE OF HIGHWAY, 0.52 METER (1.7 FT) SOUTHEAST OF WEST CORNER OF
 FA1517'BUILDING AND 24.69 METERS (81.0 FT) WEST-SOUTHWEST OF POWER POLE WITH
 FA1517'LIGHT AND TRANSFORMER AND WITH REFERENCE TAG.
 FA1517'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FA1517
 FA1517                          STATION RECOVERY (1987)
 FA1517
 FA1517'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA1517'RECOVERED IN GOOD CONDITION.
 FA1517
 FA1517                          STATION RECOVERY (1989)
 FA1517
 FA1517'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA1517'RECOVERED IN GOOD CONDITION.
 FA1517
 FA1517                          STATION RECOVERY (2001)
 FA1517
 FA1517'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA1517'SEARCHED ALL 4 WALLS OF VFW BUILDING.  BUILDING SEEMS TO BE NEW AND
 FA1517'MARKER MAY HAVE BEEN LOST DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1462 ***********************************************************************
 EA1462  DESIGNATION -  B 252
 EA1462  PID         -  EA1462
 EA1462  STATE/COUNTY-  NC/ONSLOW
 EA1462  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA1462
 EA1462                         *CURRENT SURVEY CONTROL
 EA1462  ___________________________________________________________________
 EA1462* NAD 83(1986)-  34 42 42.     (N)    077 15 09.     (W)     SCALED    
 EA1462* NAVD 88     -        10.482  (meters)      34.39   (feet)  ADJUSTED  
 EA1462  ___________________________________________________________________
 EA1462  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 EA1462  DYNAMIC HT  -          10.472 (meters)      34.36  (feet)  COMP
 EA1462  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 EA1462
 EA1462  VERT ORDER  -  FIRST     CLASS II
 EA1462
 EA1462.The horizontal coordinates were scaled from a topographic map and have
 EA1462.an estimated accuracy of +/- 6 seconds.
 EA1462
 EA1462.The orthometric height was determined by differential leveling
 EA1462.and adjusted in June 1991.
 EA1462
 EA1462.The geoid height was determined by GEOID03.
 EA1462
 EA1462.The dynamic height is computed by dividing the NAVD 88
 EA1462.geopotential number by the normal gravity value computed on the
 EA1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1462.degrees latitude (g = 980.6199 gals.).
 EA1462
 EA1462.The modeled gravity was interpolated from observed gravity values.
 EA1462
 EA1462;                    North         East    Units  Estimated Accuracy
 EA1462;SPC NC       -   108,090.      769,660.      MT  (+/- 180 meters Scaled)
 EA1462
 EA1462                          SUPERSEDED SURVEY CONTROL
 EA1462
 EA1462.No superseded survey control is available for this station.
 EA1462
 EA1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD937433(NAD 83)
 EA1462_MARKER: I = METAL ROD
 EA1462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1462_SP_SET: STAINLESS STEEL ROD
 EA1462_STAMPING: B 252 1982
 EA1462_MARK LOGO: NCGS  
 EA1462_PROJECTION: PROJECTING 3 CENTIMETERS
 EA1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1462+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1462_ROD/PIPE-DEPTH: 15.2 meters
 EA1462
 EA1462  HISTORY     - Date     Condition        Report By
 EA1462  HISTORY     - 1982     MONUMENTED       NCGS
 EA1462  HISTORY     - 19910126 GOOD             USPSQD
 EA1462  HISTORY     - 20051101 GOOD             USPSQD
 EA1462
 EA1462                          STATION DESCRIPTION
 EA1462
 EA1462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1462'1.1 MI WEST FROM HUBERT.
 EA1462'1.1 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH NC 172 AT
 EA1462'HUBERT, IN SOUTH EDGE OF HUBERT BYPASS RECREATIONAL PARK, NEAR
 EA1462'SOUTHEAST CORNER OF PARKING LOT ADJACENT TO SOCCER FIELD, PIPE IS
 EA1462'SURROUNDED BY CONCRETE WITH ALUMINUM IDENTIFICATION TAG IN CONCRETE,
 EA1462'ACCESS TO DATUM POINT IS THROUGH PLASTIC SCREW PLUG, 107.4 FEET NORTH
 EA1462'OF CENTERLINE OF WEST BOUND LANES OF HIGHWAY, 2.2 FEET NORTH OF
 EA1462'RIGHT-OF-WAY FENCE, 9.0 FEET WEST OF FENCE POST WITH REFERENCE TAG,
 EA1462'11.7 FEET EAST OF FENCE POST WITH REFERENCE TAG AND 3.5 FEET SOUTH OF
 EA1462'10-INCH PINE WITH REFERENCE TAGS.
 EA1462'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1462
 EA1462                          STATION RECOVERY (1991)
 EA1462
 EA1462'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAZ)
 EA1462'RECOVERED IN GOOD CONDITION.
 EA1462
 EA1462                          STATION RECOVERY (2005)
 EA1462
 EA1462'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1737 ***********************************************************************
 FY1737  DESIGNATION -  B 252
 FY1737  PID         -  FY1737
 FY1737  STATE/COUNTY-  NC/VANCE
 FY1737  USGS QUAD   -  HENDERSON (1982)
 FY1737
 FY1737                         *CURRENT SURVEY CONTROL
 FY1737  ___________________________________________________________________
 FY1737* NAD 83(1986)-  36 19 20.     (N)    078 24 35.     (W)     SCALED    
 FY1737* NAVD 88     -       154.337  (meters)     506.35   (feet)  ADJUSTED  
 FY1737  ___________________________________________________________________
 FY1737  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FY1737  DYNAMIC HT  -         154.210 (meters)     505.94  (feet)  COMP
 FY1737  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 FY1737  OBS GRAVITY -     979,800.2   (mgal)                       GRAV_OBS
 FY1737
 FY1737  VERT ORDER  -  FIRST     CLASS II
 FY1737
 FY1737.The horizontal coordinates were scaled from a topographic map and have
 FY1737.an estimated accuracy of +/- 6 seconds.
 FY1737
 FY1737.The orthometric height was determined by differential leveling
 FY1737.and adjusted in June 1991.
 FY1737
 FY1737.The geoid height was determined by GEOID03.
 FY1737
 FY1737.The dynamic height is computed by dividing the NAVD 88
 FY1737.geopotential number by the normal gravity value computed on the
 FY1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1737.degrees latitude (g = 980.6199 gals.).
 FY1737
 FY1737.The modeled gravity was interpolated from observed gravity values.
 FY1737.The observed gravity was obtained from relative gravimeter ties
 FY1737.to the IGSN71 gravity network.
 FY1737
 FY1737;                    North         East    Units  Estimated Accuracy
 FY1737;SPC NC       -   285,510.      662,610.      MT  (+/- 180 meters Scaled)
 FY1737
 FY1737                          SUPERSEDED SURVEY CONTROL
 FY1737
 FY1737  NGVD 29 (03/05/92)  154.622  (m)          507.29   (f) ADJUSTED    1 2
 FY1737
 FY1737.Superseded values are not recommended for survey control.
 FY1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1737.See file dsdata.txt to determine how the superseded data were derived.
 FY1737
 FY1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA325228(NAD 83)
 FY1737_MARKER: I = METAL ROD
 FY1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1737_SP_SET: STAINLESS STEEL ROD
 FY1737_STAMPING: B 252 1978
 FY1737_PROJECTION: FLUSH
 FY1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1737_ROD/PIPE-DEPTH: 5.18 meters
 FY1737
 FY1737  HISTORY     - Date     Condition        Report By
 FY1737  HISTORY     - 1978     MONUMENTED       NGS
 FY1737  HISTORY     - 1979     GOOD             NCGS
 FY1737  HISTORY     - 20050507 MARK NOT FOUND   GEOCAC
 FY1737
 FY1737                          STATION DESCRIPTION
 FY1737
 FY1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1737'IN HENDERSON.
 FY1737'0.7 MILE SOUTHWEST ALONG U.S. BUSINESS ROUTES 1 AND 158 FROM THEIR
 FY1737'INTERSECTION WITH STATE HIGHWAY 39.  AT THE INTERSECTION OF SOUTH
 FY1737'GARNETT AND EAST BELLE STREETS, ON THE GROUNDS OF THE POST OFFICE,
 FY1737'15 FEET SOUTHWEST OF THE SOUTHWEST CURB OF EAST BELLE STREET, 23.5
 FY1737'FEET EAST OF THE NORTH CORNER OF THE BUILDING, 7 FEET SOUTHEAST OF
 FY1737'THE FLAG POLE, AND 3.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 FY1737'ENTRANCE WALK.  NOTE=JUNCTION BENCH MARK.
 FY1737'THE MARK IS ABOVE LEVEL WITH THE STREET.
 FY1737
 FY1737                          STATION RECOVERY (1979)
 FY1737
 FY1737'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY1737'RECOVERED IN GOOD CONDITION.
 FY1737
 FY1737                          STATION RECOVERY (2005)
 FY1737
 FY1737'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY1737'PROBED INDICATED AREA TO A DEPTH OF FOUR INCHES WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2596 ***********************************************************************
 FX2596  DESIGNATION -  B 254
 FX2596  PID         -  FX2596
 FX2596  STATE/COUNTY-  NC/CURRITUCK
 FX2596  USGS QUAD   -  CURRITUCK (1982)
 FX2596
 FX2596                         *CURRENT SURVEY CONTROL
 FX2596  ___________________________________________________________________
 FX2596* NAD 83(1986)-  36 22 39.     (N)    076 05 14.     (W)     SCALED    
 FX2596* NAVD 88     -         3.571  (meters)      11.72   (feet)  ADJUSTED  
 FX2596  ___________________________________________________________________
 FX2596  GEOID HEIGHT-         -37.97  (meters)                     GEOID03
 FX2596  DYNAMIC HT  -           3.568 (meters)      11.71  (feet)  COMP
 FX2596  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 FX2596
 FX2596  VERT ORDER  -  FIRST     CLASS II
 FX2596
 FX2596.The horizontal coordinates were scaled from a topographic map and have
 FX2596.an estimated accuracy of +/- 6 seconds.
 FX2596
 FX2596.The orthometric height was determined by differential leveling
 FX2596.and adjusted in June 1991.
 FX2596
 FX2596.The geoid height was determined by GEOID03.
 FX2596
 FX2596.The dynamic height is computed by dividing the NAVD 88
 FX2596.geopotential number by the normal gravity value computed on the
 FX2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2596.degrees latitude (g = 980.6199 gals.).
 FX2596
 FX2596.The modeled gravity was interpolated from observed gravity values.
 FX2596
 FX2596;                    North         East    Units  Estimated Accuracy
 FX2596;SPC NC       -   295,320.      870,950.      MT  (+/- 180 meters Scaled)
 FX2596
 FX2596                          SUPERSEDED SURVEY CONTROL
 FX2596
 FX2596  NGVD 29 (??/??/??)    3.851  (m)           12.63   (f) ADJUSTED    1 2
 FX2596
 FX2596.Superseded values are not recommended for survey control.
 FX2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2596.See file dsdata.txt to determine how the superseded data were derived.
 FX2596
 FX2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF024263(NAD 83)
 FX2596_MARKER: I = METAL ROD
 FX2596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2596_SP_SET: STAINLESS STEEL ROD
 FX2596_STAMPING: B 254 1981
 FX2596_MARK LOGO: NGS   
 FX2596_PROJECTION: FLUSH
 FX2596_MAGNETIC: I = MARKER IS A STEEL ROD
 FX2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2596+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 FX2596_ROD/PIPE-DEPTH: 14.6 meters
 FX2596
 FX2596  HISTORY     - Date     Condition        Report By
 FX2596  HISTORY     - 1981     MONUMENTED       NGS
 FX2596  HISTORY     - 19960410 GOOD             NCGS
 FX2596  HISTORY     - 20041215 GOOD             NCGS
 FX2596
 FX2596                          STATION DESCRIPTION
 FX2596
 FX2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FX2596'6.6 KM (4.1 MI) EAST FROM BELCROSS.
 FX2596'6.6 KILOMETERS (4.1 MILES) EAST ALONG U.S. HIGHWAY 158 FROM THE
 FX2596'CROSSING OF THE NORFOLK AND SOUTHERN RAILROAD IN BELCROSS, TO THE
 FX2596'INTERSECTION OF COUNTY ROAD 1147 AND THE MARK ON THE RIGHT AND IN THE
 FX2596'SOUTHEAST ANGLE OF THE INTERSECTION, 15.84 METERS (52.0 FEET) SOUTH OF
 FX2596'THE CENTER LINE OF THE HIGHWAY, 11.43 METERS (37.5 FEET) EAST OF THE
 FX2596'CENTER LINE OF THE COUNTY ROAD, 3.65 METERS (12.0 FEET) SOUTHEAST OF
 FX2596'THE SOUTH CORNER OF A CONCRETE BOX CULVERT UNDER THE ROAD, 1.21 METERS
 FX2596'(4.0 FEET) SOUTHWEST OF THE METAL POLE SUPPORTING THE COMMEMORATIVE
 FX2596'PLAQUE FOR MC KNOGHTS SHIP YARD.
 FX2596'THE MARK IS 1.20 METERS  W FROM A WITNESS POST.
 FX2596'THE MARK IS 0.30 M ABOVE HIGHWAY.
 FX2596
 FX2596                          STATION RECOVERY (1996)
 FX2596
 FX2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX2596'RECOVERED IN GOOD CONDITION, REFERENCES NOT CHECKED THIS DATE.
 FX2596
 FX2596                          STATION RECOVERY (2004)
 FX2596
 FX2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2596'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FX2596'ADDITIONS.  REFERENCED COUNTY ROAD 1147 IS S.INDIAN TOWN RD.,
 FX2596'REFERENCED METAL POLE SUPPORT OF PLAQUE FOR KNOGHTS SHIP YARD IS GONE.
 FX2596'REFERENCED WITNESS POST IS GONE.  MARK IS FLUSH WITH THE GROUND.
 FX2596'LOCATED 1.5 FT (0.5 M) SOUTHWEST OF A METAL WITNESS POST, 8.3 FT (2.5
 FX2596'M) NORTH OF A YEOPIM COMMEMORATIVE SIGN POST AND 18.3 FT (5.6 M)
 FX2596'NORTH-NORTHEAST OF A POWER POLE (WB67) WITH REFERENCE TAG. NEW
 FX2596'LATITUDE (36-22-39.3) AND LONGITUDE (076-05-09.4) OBTAINED WITH HAND
 FX2596'HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0682 ***********************************************************************
 FW0682  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0682  DESIGNATION -  B 255
 FW0682  PID         -  FW0682
 FW0682  STATE/COUNTY-  NC/DARE
 FW0682  USGS QUAD   -  MARTIN POINT (1982)
 FW0682
 FW0682                         *CURRENT SURVEY CONTROL
 FW0682  ___________________________________________________________________
 FW0682* NAD 83(1986)-  36 10 19.     (N)    075 44 57.     (W)     SCALED    
 FW0682* NAVD 88     -         2.086  (meters)       6.84   (feet)  ADJUSTED  
 FW0682  ___________________________________________________________________
 FW0682  GEOID HEIGHT-         -38.88  (meters)                     GEOID03
 FW0682  DYNAMIC HT  -           2.084 (meters)       6.84  (feet)  COMP
 FW0682  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 FW0682
 FW0682  VERT ORDER  -  FIRST     CLASS II
 FW0682
 FW0682.The horizontal coordinates were scaled from a topographic map and have
 FW0682.an estimated accuracy of +/- 6 seconds.
 FW0682
 FW0682.The orthometric height was determined by differential leveling
 FW0682.and adjusted in June 1991.
 FW0682
 FW0682.This Tidal Bench Mark is designated as VM 13776
 FW0682.by the Center for Operational Oceanographic Products and Services.
 FW0682
 FW0682.The geoid height was determined by GEOID03.
 FW0682
 FW0682.The dynamic height is computed by dividing the NAVD 88
 FW0682.geopotential number by the normal gravity value computed on the
 FW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0682.degrees latitude (g = 980.6199 gals.).
 FW0682
 FW0682.The modeled gravity was interpolated from observed gravity values.
 FW0682
 FW0682;                    North         East    Units  Estimated Accuracy
 FW0682;SPC NC       -   273,470.      902,020.      MT  (+/- 180 meters Scaled)
 FW0682
 FW0682                          SUPERSEDED SURVEY CONTROL
 FW0682
 FW0682  NGVD 29 (??/??/??)    2.379  (m)            7.81   (f) ADJUSTED    1 2
 FW0682
 FW0682.Superseded values are not recommended for survey control.
 FW0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0682.See file dsdata.txt to determine how the superseded data were derived.
 FW0682
 FW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF326032(NAD 83)
 FW0682_MARKER: I = METAL ROD
 FW0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0682_SP_SET: STAINLESS STEEL ROD
 FW0682_STAMPING: B 255 1981
 FW0682_MARK LOGO: NGS   
 FW0682_PROJECTION: FLUSH
 FW0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0682+STABILITY: POSITION/ELEVATION WELL
 FW0682_ROD/PIPE-DEPTH: 11.0 meters
 FW0682
 FW0682  HISTORY     - Date     Condition        Report By
 FW0682  HISTORY     - 1981     MONUMENTED       NGS
 FW0682  HISTORY     - 1989     GOOD             USPSQD
 FW0682  HISTORY     - 19990608 MARK NOT FOUND   NCDOT
 FW0682
 FW0682                          STATION DESCRIPTION
 FW0682
 FW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0682'IN DUCK.
 FW0682'IN DUCK, AT THE DUCK UNITED METHODIST CHURCH, ON COUNTY ROAD 1200,
 FW0682'1.6 KILOMETERS (1.0 MILE) SOUTH OF THE JUNCTION OF COUNTY ROAD 1152
 FW0682'AND THE PAVED ACCESS ROAD LEADING EAST TO THE U.S. ARMY CORPS OF
 FW0682'ENGINEERS COASTAL RESEARCH CENTER, NEAR THE SOUTHEAST CORNER OF THE
 FW0682'FRONT LAWN OF THE CHURCH AND ON THE NORTH SIDE OF POWER POLE NUMBER
 FW0682'Q1925,KA91 WITH A SECURITY LAMP, 11.73 METERS (38.5 FEET) WEST OF THE
 FW0682'CENTER LINE OF THE ROAD, 12.59 METERS (41.3 FEET) SOUTHEAST OF THE
 FW0682'SOUTHEAST CORNER OF THE CHURCH, 11.12 METERS (36.5 FEET) NORTHEAST OF
 FW0682'AN 18-INCH HICKORY TREE, 0.60 METER (2.0 FEET) NORTH OF THE POWER
 FW0682'POLE.
 FW0682'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0682
 FW0682                          STATION RECOVERY (1989)
 FW0682
 FW0682'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0682'RECOVERED IN GOOD CONDITION.
 FW0682
 FW0682                          STATION RECOVERY (1999)
 FW0682
 FW0682'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0682'CHURCH HAS APPARENTLY BEEN MOVED. REFERENCE DISTANCES FROM CHURCH AND
 FW0682'ROAD WILL NOT INTERSECT. POWER POLE WITH LAMP IS GONE. REFERENCE
 FW0682'DISTANCES FROM HICKORY AND ROAD INTERSECT IN A PAVED EXIT DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2271 ***********************************************************************
 FB2271  DESIGNATION -  B 256
 FB2271  PID         -  FB2271
 FB2271  STATE/COUNTY-  NC/MACON
 FB2271  USGS QUAD   -  GREENS CREEK (1978)
 FB2271
 FB2271                         *CURRENT SURVEY CONTROL
 FB2271  ___________________________________________________________________
 FB2271* NAD 83(1986)-  35 15 34.     (N)    083 18 43.     (W)     SCALED    
 FB2271* NAVD 88     -       973.767  (meters)    3194.77   (feet)  ADJUSTED  
 FB2271  ___________________________________________________________________
 FB2271  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB2271  DYNAMIC HT  -         972.740 (meters)    3191.40  (feet)  COMP
 FB2271  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 FB2271
 FB2271  VERT ORDER  -  FIRST     CLASS II
 FB2271
 FB2271.The horizontal coordinates were scaled from a topographic map and have
 FB2271.an estimated accuracy of +/- 6 seconds.
 FB2271
 FB2271.The orthometric height was determined by differential leveling
 FB2271.and adjusted in June 1991.
 FB2271
 FB2271.The geoid height was determined by GEOID03.
 FB2271
 FB2271.The dynamic height is computed by dividing the NAVD 88
 FB2271.geopotential number by the normal gravity value computed on the
 FB2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2271.degrees latitude (g = 980.6199 gals.).
 FB2271
 FB2271.The modeled gravity was interpolated from observed gravity values.
 FB2271
 FB2271;                    North         East    Units  Estimated Accuracy
 FB2271;SPC NC       -   175,960.      217,390.      MT  (+/- 180 meters Scaled)
 FB2271
 FB2271                          SUPERSEDED SURVEY CONTROL
 FB2271
 FB2271  NGVD 29 (12/12/91)  973.805  (m)         3194.89   (f) ADJUSTED    1 2
 FB2271
 FB2271.Superseded values are not recommended for survey control.
 FB2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2271.See file dsdata.txt to determine how the superseded data were derived.
 FB2271
 FB2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV896042(NAD 83)
 FB2271_MARKER: DB = BENCH MARK DISK
 FB2271_SETTING: 66 = SET IN ROCK OUTCROP
 FB2271_SP_SET: ROCK OUTCROP
 FB2271_STAMPING: B 256 1983
 FB2271_MARK LOGO: NGS   
 FB2271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2271+STABILITY: POSITION/ELEVATION WELL
 FB2271
 FB2271  HISTORY     - Date     Condition        Report By
 FB2271  HISTORY     - 1983     MONUMENTED       NGS
 FB2271
 FB2271                          STATION DESCRIPTION
 FB2271
 FB2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2271'11.4 KM (7.1 MI) NE FROM FRANKLIN.
 FB2271'10.0 KM (6.25 MI) NORTH ALONG U.S. HIGHWAY 441, 23 FROM THE
 FB2271'INTERSECTION OF U.S. HIGHWAY 441, 23 AND U.S. HIGHWAY BUSINESS 441 ON
 FB2271'THE EAST SIDE OF FRANKLIN, TO THE MARK ON THE RIGHT, JUST BEFORE THE
 FB2271'JACKSON COUNTY LINE, 12.1 METERS (40.0 FT) SOUTH OF THE CENTERLINE OF
 FB2271'THE NORTHBOUND LANE OF U.S. HIGHWAY 441, 23, 33.2 METERS (109.0 FT)
 FB2271'WEST OF THE JACKSON AND MACON COUNTY LINE SIGN.
 FB2271'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 FB2271'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2246 ***********************************************************************
 FB2246  DESIGNATION -  B 257
 FB2246  PID         -  FB2246
 FB2246  STATE/COUNTY-  NC/MACON
 FB2246  USGS QUAD   -  PRENTISS (1978)
 FB2246
 FB2246                         *CURRENT SURVEY CONTROL
 FB2246  ___________________________________________________________________
 FB2246* NAD 83(1986)-  35 00 05.     (N)    083 22 58.     (W)     SCALED    
 FB2246* NAVD 88     -       657.138  (meters)    2155.96   (feet)  ADJUSTED  
 FB2246  ___________________________________________________________________
 FB2246  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 FB2246  DYNAMIC HT  -         656.432 (meters)    2153.64  (feet)  COMP
 FB2246  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 FB2246
 FB2246  VERT ORDER  -  FIRST     CLASS II
 FB2246
 FB2246.The horizontal coordinates were scaled from a topographic map and have
 FB2246.an estimated accuracy of +/- 6 seconds.
 FB2246
 FB2246.The orthometric height was determined by differential leveling
 FB2246.and adjusted in June 1991.
 FB2246
 FB2246.The geoid height was determined by GEOID03.
 FB2246
 FB2246.The dynamic height is computed by dividing the NAVD 88
 FB2246.geopotential number by the normal gravity value computed on the
 FB2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2246.degrees latitude (g = 980.6199 gals.).
 FB2246
 FB2246.The modeled gravity was interpolated from observed gravity values.
 FB2246
 FB2246;                    North         East    Units  Estimated Accuracy
 FB2246;SPC NC       -   147,650.      209,690.      MT  (+/- 180 meters Scaled)
 FB2246
 FB2246                          SUPERSEDED SURVEY CONTROL
 FB2246
 FB2246  NGVD 29 (12/12/91)  657.157  (m)         2156.02   (f) ADJUSTED    1 2
 FB2246
 FB2246.Superseded values are not recommended for survey control.
 FB2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2246.See file dsdata.txt to determine how the superseded data were derived.
 FB2246
 FB2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU825757(NAD 83)
 FB2246_MARKER: DB = BENCH MARK DISK
 FB2246_SETTING: 66 = SET IN ROCK OUTCROP
 FB2246_SP_SET: ROCK OUTCROP
 FB2246_STAMPING: B 257 1982
 FB2246_MARK LOGO: NGS   
 FB2246_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2246+STABILITY: POSITION/ELEVATION WELL
 FB2246
 FB2246  HISTORY     - Date     Condition        Report By
 FB2246  HISTORY     - 1982     MONUMENTED       NGS
 FB2246  HISTORY     - 19880101 GOOD             NCGS
 FB2246  HISTORY     - 20040913 MARK NOT FOUND   USPSQD
 FB2246
 FB2246                          STATION DESCRIPTION
 FB2246
 FB2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FB2246'3.1 KM (1.95 MI) NORTH FROM DILLARD GA.
 FB2246'3.1 KM (1.95 MI) NORTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST
 FB2246'OFFICE IN DILLARD TO THE MARK ON THE RIGHT, 11.8 METERS (39.0 FT) EAST
 FB2246'OF THE CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.5 FT) SOUTHWEST OF A
 FB2246'5-INCH PINE TREE.
 FB2246'THE MARK IS 0.76 METERS  SW FROM A WITNESS POST.
 FB2246'THE MARK IS 1.2 M ABOVE HIGHWAY.
 FB2246
 FB2246                          STATION RECOVERY (1988)
 FB2246
 FB2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2246'RECOVERED IN GOOD CONDITION.
 FB2246
 FB2246                          STATION RECOVERY (2004)
 FB2246
 FB2246'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2316 ***********************************************************************
 FB2316  DESIGNATION -  B 258
 FB2316  PID         -  FB2316
 FB2316  STATE/COUNTY-  NC/SWAIN
 FB2316  USGS QUAD   -  BRYSON CITY (1978)
 FB2316
 FB2316                         *CURRENT SURVEY CONTROL
 FB2316  ___________________________________________________________________
 FB2316* NAD 83(1986)-  35 25 32.     (N)    083 24 26.     (W)     SCALED    
 FB2316* NAVD 88     -       575.797  (meters)    1889.09   (feet)  ADJUSTED  
 FB2316  ___________________________________________________________________
 FB2316  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 FB2316  DYNAMIC HT  -         575.201 (meters)    1887.14  (feet)  COMP
 FB2316  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 FB2316
 FB2316  VERT ORDER  -  FIRST     CLASS II
 FB2316
 FB2316.The horizontal coordinates were scaled from a topographic map and have
 FB2316.an estimated accuracy of +/- 6 seconds.
 FB2316
 FB2316.The orthometric height was determined by differential leveling
 FB2316.and adjusted in June 1991.
 FB2316
 FB2316.The geoid height was determined by GEOID03.
 FB2316
 FB2316.The dynamic height is computed by dividing the NAVD 88
 FB2316.geopotential number by the normal gravity value computed on the
 FB2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2316.degrees latitude (g = 980.6199 gals.).
 FB2316
 FB2316.The modeled gravity was interpolated from observed gravity values.
 FB2316
 FB2316;                    North         East    Units  Estimated Accuracy
 FB2316;SPC NC       -   194,750.      209,550.      MT  (+/- 180 meters Scaled)
 FB2316
 FB2316                          SUPERSEDED SURVEY CONTROL
 FB2316
 FB2316  NGVD 29 (12/12/91)  575.844  (m)         1889.25   (f) ADJUSTED    1 2
 FB2316
 FB2316.Superseded values are not recommended for survey control.
 FB2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2316.See file dsdata.txt to determine how the superseded data were derived.
 FB2316
 FB2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV814228(NAD 83)
 FB2316_MARKER: DB = BENCH MARK DISK
 FB2316_SETTING: 66 = SET IN ROCK OUTCROP
 FB2316_SP_SET: ROCK OUTCROP
 FB2316_STAMPING: B 258 1983
 FB2316_MARK LOGO: NGS   
 FB2316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2316+STABILITY: POSITION/ELEVATION WELL
 FB2316
 FB2316  HISTORY     - Date     Condition        Report By
 FB2316  HISTORY     - 1983     MONUMENTED       NGS
 FB2316
 FB2316                          STATION DESCRIPTION
 FB2316
 FB2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2316'4.9 KM (3.05 MI) SW FROM WHITTIER.
 FB2316'4.9 KM (3.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 19A SOUTH FROM THE
 FB2316'BRIDGE OVER THOMAS VALLEY ROAD AND RAILROAD IN THE SOUTH EDGE OF
 FB2316'WHITTIER, TO THE MARK ON THE LEFT, 28.6 METERS (94.0 FT)
 FB2316'EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 19A NORTHBOUND LANE.
 FB2316'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 FB2316'THE MARK IS 1.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2353 ***********************************************************************
 FB2353  DESIGNATION -  B 259
 FB2353  PID         -  FB2353
 FB2353  STATE/COUNTY-  NC/GRAHAM
 FB2353  USGS QUAD   -  TUSKEEGEE (1987)
 FB2353
 FB2353                         *CURRENT SURVEY CONTROL
 FB2353  ___________________________________________________________________
 FB2353* NAD 83(1986)-  35 24 20.     (N)    083 43 01.     (W)     SCALED    
 FB2353* NAVD 88     -       589.181  (meters)    1933.00   (feet)  ADJUSTED  
 FB2353  ___________________________________________________________________
 FB2353  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FB2353  DYNAMIC HT  -         588.566 (meters)    1930.99  (feet)  COMP
 FB2353  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 FB2353
 FB2353  VERT ORDER  -  FIRST     CLASS II
 FB2353
 FB2353.The horizontal coordinates were scaled from a topographic map and have
 FB2353.an estimated accuracy of +/- 6 seconds.
 FB2353
 FB2353.The orthometric height was determined by differential leveling
 FB2353.and adjusted in June 1991.
 FB2353
 FB2353.The geoid height was determined by GEOID03.
 FB2353
 FB2353.The dynamic height is computed by dividing the NAVD 88
 FB2353.geopotential number by the normal gravity value computed on the
 FB2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2353.degrees latitude (g = 980.6199 gals.).
 FB2353
 FB2353.The modeled gravity was interpolated from observed gravity values.
 FB2353
 FB2353;                    North         East    Units  Estimated Accuracy
 FB2353;SPC NC       -   193,830.      181,350.      MT  (+/- 180 meters Scaled)
 FB2353
 FB2353                          SUPERSEDED SURVEY CONTROL
 FB2353
 FB2353  NGVD 29 (12/12/91)  589.245  (m)         1933.21   (f) ADJUSTED    1 2
 FB2353
 FB2353.Superseded values are not recommended for survey control.
 FB2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2353.See file dsdata.txt to determine how the superseded data were derived.
 FB2353
 FB2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV532214(NAD 83)
 FB2353_MARKER: I = METAL ROD
 FB2353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2353_SP_SET: STAINLESS STEEL ROD
 FB2353_STAMPING: B 259 1983
 FB2353_MARK LOGO: NGS   
 FB2353_PROJECTION: FLUSH
 FB2353_MAGNETIC: I = MARKER IS A STEEL ROD
 FB2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2353+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 FB2353_ROD/PIPE-DEPTH: 4.2  meters
 FB2353
 FB2353  HISTORY     - Date     Condition        Report By
 FB2353  HISTORY     - 1983     MONUMENTED       NGS
 FB2353  HISTORY     - 19951116 GOOD             NCGS
 FB2353
 FB2353                          STATION DESCRIPTION
 FB2353
 FB2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2353'0.6 KM (0.4 MI) SE FROM TUSKEEGEE.
 FB2353'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE TUSKEEGEE
 FB2353'BAPTIST CHURCH IN TUSKEEGEE TO THE MARK ON THE LEFT, ON THE WEST SIDE
 FB2353'OF A UTILITY POLE WITH A SECURITY LIGHT AND ONE GUY WIRE, AT A ONE
 FB2353'STORY BRICK HOUSE, 27.37 METERS (89.8 FT) EAST OF THE CENTERLINE OF
 FB2353'THE HIGHWAY, 13.20 METERS (43.3 FT) NORTHEAST OF THE NORTHEAST CORNER
 FB2353'OF A TWO CAR GARAGE ATTACHED TO THE HOUSE, 0.40 METER (1.3 FT) WEST OF
 FB2353'THE UTILITY POLE.
 FB2353'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2353
 FB2353                          STATION RECOVERY (1995)
 FB2353
 FB2353'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB2353'RECOVERED IN GOOD CONDITION. UPDATED DESCRIPTION FOLLOWS.
 FB2353'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF ROBBINSVILLE
 FB2353'AND 2.9 MI (4.7 KM) NORTH-NORTHWEST OF STECOAH.
 FB2353'ALONG NC 28 FOR 0.55 MI (0.89 KM) SOUTHEAST FROM SR 1242, IN THE
 FB2353'SOUTHWEST CORNER OF YARD NEAR A POWER POLE.
 FB2353'MARK IS ABOUT LEVEL WITH NC 28 AND FLUSH WITH THE GROUND. LOCATED 89.8
 FB2353'FT (27.4 M) EAST OF THE CENTERLINE OF NC 28, 18.0 FT (5.5 M) SOUTH OF
 FB2353'THE CENTERLINE OF THE GRAVEL DRIVE, 43.3 FT (13.2 M) SOUTHWEST OF THE
 FB2353'SOUTHWEST CORNER OF HOUSE, 66.4 FT (20.2 M) SOUTHEAST OF A DROP INLET
 FB2353'IN THE Y-INTERSECTION OF DRIVE--AND 31.8 FT (9.7 M) EAST OF AN 18-INCH
 FB2353'MAPLE, 1.3 FT (0.4 M) WEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2099 ***********************************************************************
 FY2099  DESIGNATION -  B 260
 FY2099  PID         -  FY2099
 FY2099  STATE/COUNTY-  NC/CASWELL
 FY2099  USGS QUAD   -  PARK SPRING (1994)
 FY2099
 FY2099                         *CURRENT SURVEY CONTROL
 FY2099  ___________________________________________________________________
 FY2099* NAD 83(1986)-  36 29 32.     (N)    079 28 55.     (W)     SCALED    
 FY2099* NAVD 88     -       219.729  (meters)     720.89   (feet)  ADJUSTED  
 FY2099  ___________________________________________________________________
 FY2099  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 FY2099  DYNAMIC HT  -         219.546 (meters)     720.29  (feet)  COMP
 FY2099  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 FY2099
 FY2099  VERT ORDER  -  FIRST     CLASS II
 FY2099
 FY2099.The horizontal coordinates were scaled from a topographic map and have
 FY2099.an estimated accuracy of +/- 6 seconds.
 FY2099
 FY2099.The orthometric height was determined by differential leveling
 FY2099.and adjusted in June 1991.
 FY2099
 FY2099.The geoid height was determined by GEOID03.
 FY2099
 FY2099.The dynamic height is computed by dividing the NAVD 88
 FY2099.geopotential number by the normal gravity value computed on the
 FY2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2099.degrees latitude (g = 980.6199 gals.).
 FY2099
 FY2099.The modeled gravity was interpolated from observed gravity values.
 FY2099
 FY2099;                    North         East    Units  Estimated Accuracy
 FY2099;SPC NC       -   304,330.      566,420.      MT  (+/- 180 meters Scaled)
 FY2099
 FY2099                          SUPERSEDED SURVEY CONTROL
 FY2099
 FY2099  NGVD 29 (03/05/92)  219.966  (m)          721.67   (f) ADJUSTED    1 2
 FY2099
 FY2099.Superseded values are not recommended for survey control.
 FY2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2099.See file dsdata.txt to determine how the superseded data were derived.
 FY2099
 FY2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA359396(NAD 83)
 FY2099_MARKER: I = METAL ROD
 FY2099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2099_SP_SET: STAINLESS STEEL ROD
 FY2099_STAMPING: B 260 1983
 FY2099_MARK LOGO: NGS   
 FY2099_PROJECTION: FLUSH
 FY2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2099_ROD/PIPE-DEPTH: 9.8  meters
 FY2099
 FY2099  HISTORY     - Date     Condition        Report By
 FY2099  HISTORY     - 1983     MONUMENTED       NGS
 FY2099  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY2099
 FY2099                          STATION DESCRIPTION
 FY2099
 FY2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2099'2.15 KM (1.35 MI) SOUTH FROM PELHAM.
 FY2099'2.0 KM (1.25 MI) SOUTH ALONG COUNTY ROAD 1353 FROM THE POST OFFICE IN
 FY2099'PELHAM, THENCE 0.2 KM (0.1 MI) EAST ALONG COUNTY ROAD 1348 TO THE TRUE
 FY2099'GOSPEL CHURCH AND THE MARK ON THE LEFT, 8.84 METERS (29.0 FT) NORTH OF
 FY2099'THE CENTERLINE OF THE ROAD, 17.74 METERS (58.2 FT) SOUTHWEST OF THE
 FY2099'SOUTHEAST CORNER OF THE CHURCH, 12.56 METERS (41.2 FT) SOUTH-SOUTHWEST
 FY2099'OF THE SOUTHWEST CORNER OF THE CHURCH.
 FY2099'THE MARK IS 0.5 M ABOVE ROAD.
 FY2099
 FY2099                          STATION RECOVERY (1985)
 FY2099
 FY2099'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0711 ***********************************************************************
 FW0711  DESIGNATION -  B 261
 FW0711  PID         -  FW0711
 FW0711  STATE/COUNTY-  NC/DARE
 FW0711  USGS QUAD   -  JARVISBURG (1982)
 FW0711
 FW0711                         *CURRENT SURVEY CONTROL
 FW0711  ___________________________________________________________________
 FW0711* NAD 83(1986)-  36 12 41.     (N)    075 46 05.     (W)     SCALED    
 FW0711* NAVD 88     -         2.105  (meters)       6.91   (feet)  ADJUSTED  
 FW0711  ___________________________________________________________________
 FW0711  GEOID HEIGHT-         -38.84  (meters)                     GEOID03
 FW0711  DYNAMIC HT  -           2.104 (meters)       6.90  (feet)  COMP
 FW0711  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 FW0711
 FW0711  VERT ORDER  -  FIRST     CLASS II
 FW0711
 FW0711.The horizontal coordinates were scaled from a topographic map and have
 FW0711.an estimated accuracy of +/- 6 seconds.
 FW0711
 FW0711.The orthometric height was determined by differential leveling
 FW0711.and adjusted in June 1991.
 FW0711
 FW0711.The geoid height was determined by GEOID03.
 FW0711
 FW0711.The dynamic height is computed by dividing the NAVD 88
 FW0711.geopotential number by the normal gravity value computed on the
 FW0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0711.degrees latitude (g = 980.6199 gals.).
 FW0711
 FW0711.The modeled gravity was interpolated from observed gravity values.
 FW0711
 FW0711;                    North         East    Units  Estimated Accuracy
 FW0711;SPC NC       -   277,790.      900,180.      MT  (+/- 180 meters Scaled)
 FW0711
 FW0711                          SUPERSEDED SURVEY CONTROL
 FW0711
 FW0711.No superseded survey control is available for this station.
 FW0711
 FW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF309076(NAD 83)
 FW0711_MARKER: I = METAL ROD
 FW0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0711_SP_SET: STAINLESS STEEL ROD
 FW0711_STAMPING: B 261 1983
 FW0711_MARK LOGO: NGS   
 FW0711_PROJECTION: FLUSH
 FW0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW0711+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1999
 FW0711_ROD/PIPE-DEPTH: 11.0 meters
 FW0711
 FW0711  HISTORY     - Date     Condition        Report By
 FW0711  HISTORY     - 1983     MONUMENTED       NCGS
 FW0711  HISTORY     - 1989     GOOD             USPSQD
 FW0711  HISTORY     - 19990609 GOOD             NCDOT
 FW0711
 FW0711                          STATION DESCRIPTION
 FW0711
 FW0711'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0711'5.7 KM (3.5 MI) NNW FROM DUCK.
 FW0711'ALONG SR 1200, 5.2 KM (3.2 MILES) NORTH-NORTHWEST OF THE UNITED
 FW0711'METHODIST CHURCH IN DUCK, AT A FIRE HYDRANT IN NORTHEAST QUADRANT
 FW0711'OF INTERSECTION WITH BLUE HERON LANE.  MARK IS 9.30 METERS
 FW0711'(30.5 FEET) EAST-NORTHEAST OF CENTERLINE OF SR 1200, 9.9 METERS
 FW0711'(32.5 FEET)  NORTH-NORTHWEST OF CENTERLINE OF BLUE HERON LANE,
 FW0711'0.9 METERS (3.1 FEET) NORTH OF CENTER OF FIRE HYDRANT, 1.52
 FW0711'METERS (5.0 FEET) NORTHEAST OF WATER VALVE COVER AND 4.6 METERS
 FW0711'(15.3 FEET) EAST-NORTHEAST OF WATER VALVE COVER.
 FW0711
 FW0711                          STATION RECOVERY (1989)
 FW0711
 FW0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0711'RECOVERED IN GOOD CONDITION.
 FW0711
 FW0711                          STATION RECOVERY (1999)
 FW0711
 FW0711'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0696 ***********************************************************************
 FW0696  DESIGNATION -  B 262
 FW0696  PID         -  FW0696
 FW0696  STATE/COUNTY-  NC/CURRITUCK
 FW0696  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW0696
 FW0696                         *CURRENT SURVEY CONTROL
 FW0696  ___________________________________________________________________
 FW0696* NAD 83(1986)-  36 33 01.     (N)    075 52 07.     (W)     SCALED    
 FW0696* NAVD 88     -         1.408  (meters)       4.62   (feet)  ADJUSTED  
 FW0696  ___________________________________________________________________
 FW0696  GEOID HEIGHT-         -38.37  (meters)                     GEOID03
 FW0696  DYNAMIC HT  -           1.407 (meters)       4.62  (feet)  COMP
 FW0696  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 FW0696
 FW0696  VERT ORDER  -  FIRST     CLASS II
 FW0696
 FW0696.The horizontal coordinates were scaled from a topographic map and have
 FW0696.an estimated accuracy of +/- 6 seconds.
 FW0696
 FW0696.The orthometric height was determined by differential leveling
 FW0696.and adjusted in June 1991.
 FW0696
 FW0696.The geoid height was determined by GEOID03.
 FW0696
 FW0696.The dynamic height is computed by dividing the NAVD 88
 FW0696.geopotential number by the normal gravity value computed on the
 FW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0696.degrees latitude (g = 980.6199 gals.).
 FW0696
 FW0696.The modeled gravity was interpolated from observed gravity values.
 FW0696
 FW0696;                    North         East    Units  Estimated Accuracy
 FW0696;SPC NC       -   315,090.      889,950.      MT  (+/- 180 meters Scaled)
 FW0696
 FW0696                          SUPERSEDED SURVEY CONTROL
 FW0696
 FW0696.No superseded survey control is available for this station.
 FW0696
 FW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF222453(NAD 83)
 FW0696_MARKER: I = METAL ROD
 FW0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0696_SP_SET: STAINLESS STEEL ROD
 FW0696_STAMPING: B 262 1984
 FW0696_MARK LOGO: NGS   
 FW0696_PROJECTION: FLUSH
 FW0696_MAGNETIC: I = MARKER IS A STEEL ROD
 FW0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0696+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 FW0696_ROD/PIPE-DEPTH: 11.2 meters
 FW0696
 FW0696  HISTORY     - Date     Condition        Report By
 FW0696  HISTORY     - 1984     MONUMENTED       NGS
 FW0696  HISTORY     - 1984     GOOD             NGS
 FW0696  HISTORY     - 19951204 GOOD             NCGS
 FW0696  HISTORY     - 20041118 GOOD             NCGS
 FW0696
 FW0696                          STATION DESCRIPTION
 FW0696
 FW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FW0696'6.48 KM (4.0 MI) NE FROM KNOTTS ISLAND.
 FW0696'AT THE VIRGINIA-NORTH CAROLINA STATE LINE ON THE WEST SIDE OF
 FW0696'THE FIRST ROW OF SAND DUNES WEST OF THE BEACH, BESIDE A POWER POLE,
 FW0696'15.54 METERS (51.0 FEET) NORTHWEST OF CENTER OF SAND ROAD, 0.52
 FW0696'METERS (1.7 FEET) EAST OF POWER POLE (33-1) WITH WITNESS SIGN,
 FW0696'23.2 METERS (76.0 FEET ) SOUTH OF STATE LINE.
 FW0696
 FW0696                          STATION RECOVERY (1984)
 FW0696
 FW0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FW0696'6.8 KM (4.25 MI) SOUTH ALONG SANDPIPER ROAD FROM THE JUNCTION OF SAND
 FW0696'BRIDGE ROAD IN SAND BRIDGE, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED
 FW0696'ROAD INTO THE BACK BAY NATIONAL WILDLIFE REFUGE, THENCE 14.6 KM
 FW0696'(9.05 MI) SOUTH ALONG THE BEACH FROM THE REFUGE GUARD HOUSE TO THE
 FW0696'NORTH CAROLINA STATE LINE, THENCE 0.1 KM (0.05 MI) SOUTH ALONG THE
 FW0696'BEACH, THENCE 0.1 KM (0.05 MI) WEST ALONG A SAND ROAD TO THE MARK ON
 FW0696'THE RIGHT, 16.46 METERS (54.0 FT) NORTH OF THE CENTER OF THE SAND
 FW0696'ROAD, 0.70 METER (2.3 FT) EAST OF A UTILITY POLE WITH A WITNESS SIGN
 FW0696'NAILED TO IT.
 FW0696'THE MARK IS 1.0 M ABOVE ROAD.
 FW0696
 FW0696                          STATION RECOVERY (1995)
 FW0696
 FW0696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FW0696'RECOVERED AS DESCRIBED.
 FW0696
 FW0696                          STATION RECOVERY (2004)
 FW0696
 FW0696'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0696'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  LOCATED 2.3
 FW0696'FT (0.7 M) SOUTH OF A UTILITY POLE WITH WITNESS SIGN NAILED TO IT. NEW
 FW0696'LATITUDE (36-33-00.4) AND LONGITUDE (075-52-08.4) OBTAINED WITH HAND
 FW0696'HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0282 ***********************************************************************
 EA0282  DESIGNATION -  B 27
 EA0282  PID         -  EA0282
 EA0282  STATE/COUNTY-  NC/JONES
 EA0282  USGS QUAD   -  MAYSVILLE (1994)
 EA0282
 EA0282                         *CURRENT SURVEY CONTROL
 EA0282  ___________________________________________________________________
 EA0282* NAD 83(1986)-  34 56 29.     (N)    077 13 59.     (W)     SCALED    
 EA0282* NAVD 88     -        12.204  (meters)      40.04   (feet)  POSTED    
 EA0282  ___________________________________________________________________
 EA0282  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA0282  DYNAMIC HT  -          12.190 (meters)      39.99  (feet)  COMP
 EA0282  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 EA0282
 EA0282  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EA0282
 EA0282.The horizontal coordinates were scaled from a topographic map and have
 EA0282.an estimated accuracy of +/- 6 seconds.
 EA0282
 EA0282.The orthometric height was determined by differential leveling
 EA0282.and adjusted by the  in 1992.
 EA0282.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EA0282.rate of 0.0 thru 1.0 mm/km.
 EA0282
 EA0282.The geoid height was determined by GEOID03.
 EA0282
 EA0282.The dynamic height is computed by dividing the NAVD 88
 EA0282.geopotential number by the normal gravity value computed on the
 EA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0282.degrees latitude (g = 980.6199 gals.).
 EA0282
 EA0282.The modeled gravity was interpolated from observed gravity values.
 EA0282
 EA0282;                    North         East    Units  Estimated Accuracy
 EA0282;SPC NC       -   133,600.      770,990.      MT  (+/- 180 meters Scaled)
 EA0282
 EA0282                          SUPERSEDED SURVEY CONTROL
 EA0282
 EA0282  NGVD 29 (??/??/92)   12.52   (m)           41.1    (f) COMPUTED    1 2
 EA0282
 EA0282.Superseded values are not recommended for survey control.
 EA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0282.See file dsdata.txt to determine how the superseded data were derived.
 EA0282
 EA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD960688(NAD 83)
 EA0282_MARKER: DB = BENCH MARK DISK
 EA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0282_STAMPING: B 27 1932
 EA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0282+STABILITY: SURFACE MOTION
 EA0282
 EA0282  HISTORY     - Date     Condition        Report By
 EA0282  HISTORY     - 1932     MONUMENTED       CGS
 EA0282  HISTORY     - 1963     MARK NOT FOUND   NGS
 EA0282  HISTORY     - 1979     MARK NOT FOUND   USGS
 EA0282
 EA0282                          STATION DESCRIPTION
 EA0282
 EA0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0282'4.7 MI S FROM POLLOCKSVILLE.
 EA0282'4.7 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0282'THE STATION AT POLLOCKSVILLE, JONES COUNTY, 24-1/2 RAILS SOUTH
 EA0282'OF MILEPOST W 68, ABOUT 150 FEET NORTH OF THE REMAINS OF AN OLD
 EA0282'SAWMILL, IN A SMALL CLEARING, 82 FEET NORTHWEST OF A WAGON-ROAD
 EA0282'CROSSING, AND 48 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 EA0282'STAMPED B 27 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EA0282
 EA0282                          STATION RECOVERY (1979)
 EA0282
 EA0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EA0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0486 ***********************************************************************
 EA0486  DESIGNATION -  B 28
 EA0486  PID         -  EA0486
 EA0486  STATE/COUNTY-  NC/PENDER
 EA0486  USGS QUAD   -  SCOTTS HILL (1970)
 EA0486
 EA0486                         *CURRENT SURVEY CONTROL
 EA0486  ___________________________________________________________________
 EA0486* NAD 83(1986)-  34 19 20.     (N)    077 45 55.     (W)     SCALED    
 EA0486* NAVD 88     -        14.883  (meters)      48.83   (feet)  ADJUSTED  
 EA0486  ___________________________________________________________________
 EA0486  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 EA0486  DYNAMIC HT  -          14.868 (meters)      48.78  (feet)  COMP
 EA0486  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 EA0486
 EA0486  VERT ORDER  -  FIRST     CLASS I
 EA0486
 EA0486.The horizontal coordinates were scaled from a topographic map and have
 EA0486.an estimated accuracy of +/- 6 seconds.
 EA0486
 EA0486.The orthometric height was determined by differential leveling
 EA0486.and adjusted in June 1991.
 EA0486
 EA0486.The geoid height was determined by GEOID03.
 EA0486
 EA0486.The dynamic height is computed by dividing the NAVD 88
 EA0486.geopotential number by the normal gravity value computed on the
 EA0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0486.degrees latitude (g = 980.6199 gals.).
 EA0486
 EA0486.The modeled gravity was interpolated from observed gravity values.
 EA0486
 EA0486;                    North         East    Units  Estimated Accuracy
 EA0486;SPC NC       -    64,190.      723,240.      MT  (+/- 180 meters Scaled)
 EA0486
 EA0486                          SUPERSEDED SURVEY CONTROL
 EA0486
 EA0486  NGVD 29 (??/??/92)   15.175  (m)           49.79   (f) ADJ UNCH    1 1
 EA0486
 EA0486.Superseded values are not recommended for survey control.
 EA0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0486.See file dsdata.txt to determine how the superseded data were derived.
 EA0486
 EA0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD455013(NAD 83)
 EA0486_MARKER: DB = BENCH MARK DISK
 EA0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0486_SP_SET: BUILDING
 EA0486_STAMPING: B 28 1932
 EA0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0486
 EA0486  HISTORY     - Date     Condition        Report By
 EA0486  HISTORY     - 1932     MONUMENTED       CGS
 EA0486  HISTORY     - 1963     GOOD             NGS
 EA0486  HISTORY     - 1979     GOOD             NCGS
 EA0486  HISTORY     - 1984     GOOD             USPSQD
 EA0486
 EA0486                          STATION DESCRIPTION
 EA0486
 EA0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0486'AT SCOTTS HILL.
 EA0486'AT SCOTTS HILL, AT THE M.E. CHURCH, SET VERTICALLY IN THE
 EA0486'SOUTHEAST BRICK FACE, 103 FEET NORTHWEST OF NORTHWEST RAIL, 15
 EA0486'FEET NORTHEAST OF CENTER OF SOUTHEAST (MAIN) ENTRANCE, 6 FEET
 EA0486'ABOVE GROUND, AND ABOUT 9 FEET ABOVE LEVEL OF TRACK.
 EA0486
 EA0486                          STATION RECOVERY (1979)
 EA0486
 EA0486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0486'IN SCOTTS HILL 4.4 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION
 EA0486'WITH N.C. 210 AT HAMPSTEAD, SET VERTICALLY IN THE SOUTHEAST BRICK
 EA0486'FACE OF THE M.E. METHODIST CHURCH AT SCOTTS HILL, APPROXIMATELY
 EA0486'200 FEET NORTHWEST OF HIGHWAY AND 0.05 MILE NORTHWEST OF
 EA0486'INTERSECTION WITH SR 1572, 103.0 FEET NORTHWEST OF NORTHWEST RAIL
 EA0486'OF RAILROAD, 15.0 FEET NORTHEAST OF CENTER OF SOUTHEAST (MAIN)
 EA0486'ENTRANCE, 1.0 FEET SOUTHWEST OF EASTERNMOST CORNER OF CHURCH AND
 EA0486'1.8 FEET NORTH OF NORTH CORNER OF CHURCH PLAQUE.
 EA0486'THE MARK IS 6 FT ABOVE GROUND.
 EA0486
 EA0486                          STATION RECOVERY (1984)
 EA0486
 EA0486'RECOVERY NOTE BY US POWER SQUADRON 1984
 EA0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1702 ***********************************************************************
 EA1702  DESIGNATION -  B 3 BATTERY 5
 EA1702  PID         -  EA1702
 EA1702  STATE/COUNTY-  NC/CARTERET
 EA1702  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1702
 EA1702                         *CURRENT SURVEY CONTROL
 EA1702  ___________________________________________________________________
 EA1702* NAD 83(2001)-  34 39 31.21162(N)    076 34 23.77162(W)     ADJUSTED  
 EA1702* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1702  ___________________________________________________________________
 EA1702  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EA1702  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 EA1702  HORZ ORDER  -  SECOND
 EA1702
 EA1702.The horizontal coordinates were established by classical geodetic methods
 EA1702.and adjusted by the National Geodetic Survey in August 2005.
 EA1702
 EA1702.The orthometric height was scaled from a topographic map.
 EA1702
 EA1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1702
 EA1702.The geoid height was determined by GEOID03.
 EA1702
 EA1702;                    North         East     Units Scale Factor Converg.
 EA1702;SPC NC       -   103,518.700   832,010.295   MT  0.99992579   +1 24 02.3
 EA1702;SPC NC       -   339,627.60  2,729,687.11   sFT  0.99992579   +1 24 02.3
 EA1702;UTM  18      - 3,836,317.672   355,836.462   MT  0.99985616   -0 53 41.5
 EA1702
 EA1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1702!SPC NC       -   1.00000563  x   0.99992579  =   0.99993142
 EA1702!UTM  18      -   1.00000563  x   0.99985616  =   0.99986179
 EA1702
 EA1702:                Primary Azimuth Mark                     Grid Az
 EA1702:SPC NC       -  CAPE LOOKOUT LIGHTHOUSE                  130 19 05.9
 EA1702:UTM  18      -  CAPE LOOKOUT LIGHTHOUSE                  132 36 49.7
 EA1702
 EA1702|---------------------------------------------------------------------|
 EA1702| PID    Reference Object                     Distance      Geod. Az  |
 EA1702|                                                           dddmmss.s |
 EA1702| EA1794 CAPE LOOKOUT LIGHTHOUSE             APPROX. 6.0 KM 1314308.2 |
 EA1702| EA1818 BEAUFORT MUNICIPAL TANK             APPROX.10.6 KM 3090206.6 |
 EA1702|---------------------------------------------------------------------|
 EA1702
 EA1702                          SUPERSEDED SURVEY CONTROL
 EA1702
 EA1702  NAD 83(1986)-  34 39 31.22374(N)    076 34 23.77648(W) AD(       ) 2
 EA1702  NAD 27      -  34 39 30.63973(N)    076 34 25.05060(W) AD(       ) 2
 EA1702
 EA1702.Superseded values are not recommended for survey control.
 EA1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1702.See file dsdata.txt to determine how the superseded data were derived.
 EA1702
 EA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5583636318(NAD 83)
 EA1702_MARKER: DS = TRIANGULATION STATION DISK
 EA1702_SETTING: 0 = UNSPECIFIED SETTING
 EA1702_STAMPING: B3 5 1942
 EA1702_MARK LOGO: CGS   
 EA1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1702
 EA1702  HISTORY     - Date     Condition        Report By
 EA1702  HISTORY     - 1943     MONUMENTED       CGS
 EA1702  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA1702
 EA1702                          STATION DESCRIPTION
 EA1702
 EA1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1702'THE STATION IS LOCATED ON SHACKLEFORD BANKS 2 MI. E OF A COAST
 EA1702'GUARD PATROL STATION.  IT IS ABOUT 200 YD. N OF THE OCEAN
 EA1702'SHORELINE AND 50 YD. S OF A TRACK ROAD FROM THE COAST GUARD
 EA1702'STATION TO CAPE LOOKOUT.  TO REACH FROM THE COAST GUARD
 EA1702'LANDING, GO 1 MI. E ALONG TRACK ROAD TO THE COAST GUARD
 EA1702'HEADQUARTERS AND ON TO THE STATION.
 EA1702'
 EA1702'A TEMPORARY 50-FT. STEEL OBSERVATION TOWER WAS ERECTED OVER
 EA1702'THE MARK BY THE U.S. ARMY.
 EA1702'
 EA1702'THE STATION IS MARKED BY A BRONZE DISK, INSCRIBED HARBOR
 EA1702'DEFENSES OF BEAUFORT INLET AND STAMPED---B3 5 1942---. THE DISK IS
 EA1702'SET IN A CONCRETE POST.  THE SUBSURFACE MARK IS A SIMILAR DISK
 EA1702'SET IN A MASS OF CONCRETE, AND SEPARATED FROM THE SURFACE POST
 EA1702'BY A LAYER OF SAND.  THERE ARE NO REFERENCE MARKS.
 EA1702'
 EA1702'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 EA1702
 EA1702                          STATION RECOVERY (1965)
 EA1702
 EA1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1702'LOST.  THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 EA1702'STEEL TOWER IS NO LONGER IN THE AREA.  THIS STATION MAY STILL
 EA1702'BE INTACT AND MIGHT BE RECOVERED BY EXTENSIVE SEARCHING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1945 ***********************************************************************
 EA1945  DESIGNATION -  B 3 BATTERY 7
 EA1945  PID         -  EA1945
 EA1945  STATE/COUNTY-  NC/CARTERET
 EA1945  USGS QUAD   -  MANSFIELD (1994)
 EA1945
 EA1945                         *CURRENT SURVEY CONTROL
 EA1945  ___________________________________________________________________
 EA1945* NAD 83(2001)-  34 41 51.67260(N)    076 46 08.25050(W)     ADJUSTED  
 EA1945* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 EA1945  ___________________________________________________________________
 EA1945  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EA1945  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA1945  HORZ ORDER  -  SECOND
 EA1945
 EA1945.The horizontal coordinates were established by classical geodetic methods
 EA1945.and adjusted by the National Geodetic Survey in August 2005.
 EA1945
 EA1945.The orthometric height was scaled from a topographic map.
 EA1945
 EA1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1945
 EA1945.The geoid height was determined by GEOID03.
 EA1945
 EA1945;                    North         East     Units Scale Factor Converg.
 EA1945;SPC NC       -   107,424.848   813,981.388   MT  0.99991903   +1 17 15.7
 EA1945;SPC NC       -   352,443.02  2,670,537.27   sFT  0.99991903   +1 17 15.7
 EA1945;UTM  18      - 3,840,942.546   337,979.042   MT  0.99992356   -1 00 25.9
 EA1945
 EA1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1945!SPC NC       -   1.00000467  x   0.99991903  =   0.99992370
 EA1945!UTM  18      -   1.00000467  x   0.99992356  =   0.99992823
 EA1945
 EA1945:                Primary Azimuth Mark                     Grid Az
 EA1945:SPC NC       -  MOREHEAD CITY SEC BASE OBS TWR           024 20 36.5
 EA1945:UTM  18      -  MOREHEAD CITY SEC BASE OBS TWR           026 38 18.1
 EA1945
 EA1945|---------------------------------------------------------------------|
 EA1945| PID    Reference Object                     Distance      Geod. Az  |
 EA1945|                                                           dddmmss.s |
 EA1945| EA1972 MOREHEAD CITY SEC BASE OBS TWR      APPROX. 3.2 KM 0253752.2 |
 EA1945| EA1883 MOREHEAD CITY STANDPIPE             APPROX. 6.1 KM 0643339.4 |
 EA1945| EA1973 MOREHEAD CITY VILLA HOTEL TK        APPROX. 3.9 KM 3355305.3 |
 EA1945|---------------------------------------------------------------------|
 EA1945
 EA1945                          SUPERSEDED SURVEY CONTROL
 EA1945
 EA1945  NAD 83(1986)-  34 41 51.68113(N)    076 46 08.25840(W) AD(       ) 2
 EA1945  NAD 27      -  34 41 51.10152(N)    076 46 09.49200(W) AD(       ) 2
 EA1945
 EA1945.Superseded values are not recommended for survey control.
 EA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1945.See file dsdata.txt to determine how the superseded data were derived.
 EA1945
 EA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3797940943(NAD 83)
 EA1945_MARKER: DS = TRIANGULATION STATION DISK
 EA1945_SETTING: 0 = UNSPECIFIED SETTING
 EA1945_MARK LOGO: CGS   
 EA1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1945
 EA1945  HISTORY     - Date     Condition        Report By
 EA1945  HISTORY     - 1943     MONUMENTED       CGS
 EA1945  HISTORY     - 1973     MARK NOT FOUND   NGS
 EA1945  HISTORY     - 20030205 MARK NOT FOUND   USPSQD
 EA1945
 EA1945                          STATION DESCRIPTION
 EA1945
 EA1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1945'THE STATION IS LCOATED ON BOGUE BANKS, ABOUT 1-1/2 MI. W OF
 EA1945'ATLANTIC BEACH, AND IS ABOUT MIDWAY BETWEEN E-W ISLAND ROAD AND
 EA1945'THE SEASHORE.  IT IS ABOUT 65 FT. S OF A SAND-TRACK ROAD THAT
 EA1945'LEADS OFF TO THE LEFT FROM THE MAIN ROAD, AND ABOUT 60 FT. N OF
 EA1945'A SMALL HOUSE THAT IS LOCATED MIDWAY BETWEEN THE HIGH SAND
 EA1945'DUNES AND THE STATION.  THE MARK IS UNDER THE U.S. ARMYS
 EA1945'50-FT. PORTABLE (FOUR-LEG) STEEL OBSERVATION TOWER.  THE TOWER
 EA1945'IS IN A DEPRESSION IN THE SAND DUNES, AND THE DUNES ARE
 EA1945'COVERED WITH BRUSH AND SCRUB TREES.  MARK IS A BRONZE DISK
 EA1945'THAT BEARS A TRIANGLE WITH POINT IN THE CENTER AND THE
 EA1945'LETTERING HARBOR DEFENSES OF BEAUFORT INLET-1942-B -6.
 EA1945'IT IS SET IN THE TOP OF A 10-IN. CONCRETE FILLED TILE AND
 EA1945'PROJECTS ABOUT 2 IN. ABOVE GROUND.  THERE IS AN UNDERGROUND
 EA1945'MARK.  A 40-FT. WOOD TRIPOD WAS BUILT AND THE STEEL TOWER
 EA1945'WAS USED AS THE OBSERVERS PLATFORM.
 EA1945'
 EA1945'TO REACH THE STATION FROM THE FIRST Y IN THE PAVED ROAD (AFTER
 EA1945'ENTERING ATLANTIC BEACH), TAKE THE RIGHT FORK AND GO 0.1 MI. TO
 EA1945'HOTEL, TURN RIGHT ONTO A CONCRETE ROAD AND GO 0.25 MI. TO END
 EA1945'OF THE CONCRETE, TURN RIGHT AND FOLLOW MAIN ROAD W 1.45 MI., TURN
 EA1945'LEFT ONTO A SAND-TRACK ROAD AND GO ABOUT 0.1 MI. TO THE STATION.
 EA1945'
 EA1945'HEIGHT OF LIGHT ABOVE STATION MARK 12.2 METERS.
 EA1945
 EA1945                          STATION RECOVERY (1973)
 EA1945
 EA1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 EA1945'STATION WAS SEARCHED FOR, BUT NOT FOUND.
 EA1945
 EA1945                          STATION RECOVERY (2003)
 EA1945
 EA1945'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0708 ***********************************************************************
 EB0708  DESIGNATION -  B 31
 EB0708  PID         -  EB0708
 EB0708  STATE/COUNTY-  NC/ROBESON
 EB0708  USGS QUAD   -  SAINT PAULS (1986)
 EB0708
 EB0708                         *CURRENT SURVEY CONTROL
 EB0708  ___________________________________________________________________
 EB0708* NAD 83(1986)-  34 48 32.     (N)    078 58 15.     (W)     SCALED    
 EB0708* NAVD 88     -        51.464  (meters)     168.84   (feet)  ADJUSTED  
 EB0708  ___________________________________________________________________
 EB0708  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 EB0708  DYNAMIC HT  -          51.415 (meters)     168.68  (feet)  COMP
 EB0708  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EB0708
 EB0708  VERT ORDER  -  SECOND    CLASS 0
 EB0708
 EB0708.The horizontal coordinates were scaled from a topographic map and have
 EB0708.an estimated accuracy of +/- 6 seconds.
 EB0708
 EB0708.The orthometric height was determined by differential leveling
 EB0708.and adjusted in June 1991.
 EB0708
 EB0708.The geoid height was determined by GEOID03.
 EB0708
 EB0708.The dynamic height is computed by dividing the NAVD 88
 EB0708.geopotential number by the normal gravity value computed on the
 EB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0708.degrees latitude (g = 980.6199 gals.).
 EB0708
 EB0708.The modeled gravity was interpolated from observed gravity values.
 EB0708
 EB0708;                    North         East    Units  Estimated Accuracy
 EB0708;SPC NC       -   117,460.      612,270.      MT  (+/- 180 meters Scaled)
 EB0708
 EB0708                          SUPERSEDED SURVEY CONTROL
 EB0708
 EB0708  NGVD 29 (??/??/92)   51.749  (m)          169.78   (f) ADJ UNCH    2 0
 EB0708
 EB0708.Superseded values are not recommended for survey control.
 EB0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0708.See file dsdata.txt to determine how the superseded data were derived.
 EB0708
 EB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU856537(NAD 83)
 EB0708_MARKER: DB = BENCH MARK DISK
 EB0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0708_STAMPING: B 31 1932
 EB0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0708+STABILITY: SURFACE MOTION
 EB0708
 EB0708  HISTORY     - Date     Condition        Report By
 EB0708  HISTORY     - 1932     MONUMENTED       CGS
 EB0708
 EB0708                          STATION DESCRIPTION
 EB0708
 EB0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EB0708'AT ST PAULS.
 EB0708'AT ST. PAULS, ROBESON COUNTY, 100 YARDS NORTH OF THE VIRGINIA
 EB0708'AND CAROLINA SOUTHERN RAILROAD STATION, 250 YARDS SOUTHWEST OF THE
 EB0708'ST. PAULS COTTON CO. PLANT, AT A STREET CROSSING, 53.1 FEET NORTH
 EB0708'OF THE CENTERLINE OF THE STREET, 26.6 FEET WEST OF THE WEST RAIL
 EB0708'OF THE MAIN TRACK, 50 FEET EAST OF THE CENTERLINE OF A STREET
 EB0708'PARALLELING THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1245 ***********************************************************************
 EB1245  DESIGNATION -  B 32
 EB1245  PID         -  EB1245
 EB1245  STATE/COUNTY-  NC/DUPLIN
 EB1245  USGS QUAD   -  WARSAW SOUTH (1984)
 EB1245
 EB1245                         *CURRENT SURVEY CONTROL
 EB1245  ___________________________________________________________________
 EB1245* NAD 83(1986)-  35 00 00.3    (N)    078 05 41.5    (W)     HD_HELD2  
 EB1245* NAVD 88     -        48.410  (meters)     158.83   (feet)  ADJUSTED  
 EB1245  ___________________________________________________________________
 EB1245  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EB1245  DYNAMIC HT  -          48.365 (meters)     158.68  (feet)  COMP
 EB1245  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 EB1245
 EB1245  VERT ORDER  -  SECOND    CLASS 0
 EB1245
 EB1245.The horizontal coordinates were established by autonomous hand held GPS
 EB1245.observations and have an estimated accuracy of +/- 10 meters.
 EB1245
 EB1245.The orthometric height was determined by differential leveling
 EB1245.and adjusted in June 1991.
 EB1245
 EB1245.The geoid height was determined by GEOID03.
 EB1245
 EB1245.The dynamic height is computed by dividing the NAVD 88
 EB1245.geopotential number by the normal gravity value computed on the
 EB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1245.degrees latitude (g = 980.6199 gals.).
 EB1245
 EB1245.The modeled gravity was interpolated from observed gravity values.
 EB1245
 EB1245;                    North         East    Units  Estimated Accuracy
 EB1245;SPC NC       -   139,049.      692,219.      MT  (+/- 10 meters HH2 GPS)
 EB1245
 EB1245                          SUPERSEDED SURVEY CONTROL
 EB1245
 EB1245  NGVD 29 (??/??/92)   48.671  (m)          159.68   (f) ADJ UNCH    2 0
 EB1245
 EB1245.Superseded values are not recommended for survey control.
 EB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1245.See file dsdata.txt to determine how the superseded data were derived.
 EB1245
 EB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6513876910(NAD 83)
 EB1245_MARKER: DB = BENCH MARK DISK
 EB1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB1245_SP_SET: BUILDING
 EB1245_STAMPING: B 32 1932
 EB1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1245
 EB1245  HISTORY     - Date     Condition        Report By
 EB1245  HISTORY     - 1932     MONUMENTED       CGS
 EB1245  HISTORY     - 1943     GOOD             NGS
 EB1245  HISTORY     - 1972     GOOD             NGS
 EB1245
 EB1245                          STATION DESCRIPTION
 EB1245
 EB1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EB1245'AT WARSAW.
 EB1245'AT WARSAW, DUPLIN COUNTY, WEST OF THE ATLANTIC COAST LINE
 EB1245'RAILROAD TRACK, ON THE MAIN STREET, AT THE RED BRICK BUILDING
 EB1245'OCCUPIED BY THE QUINN MCGOWAN CO., IN THE EAST WALL, 1 FOOT NORTH
 EB1245'OF THE NORTH END OF THE SHOW WINDOW, AND 4 FEET HIGHER THAN THE
 EB1245'SIDEWALK.  A STANDARD DISK, STAMPED B 32 1932 AND SET VERTICALLY.
 EB1245
 EB1245                          STATION RECOVERY (1972)
 EB1245
 EB1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EB1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0867 ***********************************************************************
 EY0867  DESIGNATION -  B 33
 EY0867  PID         -  EY0867
 EY0867  STATE/COUNTY-  NC/WAYNE
 EY0867  USGS QUAD   -  FREMONT (1978)
 EY0867
 EY0867                         *CURRENT SURVEY CONTROL
 EY0867  ___________________________________________________________________
 EY0867* NAD 83(1986)-  35 32 32.     (N)    077 58 35.     (W)     SCALED    
 EY0867* NAVD 88     -        46.438  (meters)     152.36   (feet)  ADJUSTED  
 EY0867  ___________________________________________________________________
 EY0867  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY0867  DYNAMIC HT  -          46.398 (meters)     152.22  (feet)  COMP
 EY0867  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 EY0867
 EY0867  VERT ORDER  -  SECOND    CLASS 0
 EY0867
 EY0867.The horizontal coordinates were scaled from a topographic map and have
 EY0867.an estimated accuracy of +/- 6 seconds.
 EY0867
 EY0867.The orthometric height was determined by differential leveling
 EY0867.and adjusted in June 1991.
 EY0867
 EY0867.The geoid height was determined by GEOID03.
 EY0867
 EY0867.The dynamic height is computed by dividing the NAVD 88
 EY0867.geopotential number by the normal gravity value computed on the
 EY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0867.degrees latitude (g = 980.6199 gals.).
 EY0867
 EY0867.The modeled gravity was interpolated from observed gravity values.
 EY0867
 EY0867;                    North         East    Units  Estimated Accuracy
 EY0867;SPC NC       -   199,290.      702,410.      MT  (+/- 180 meters Scaled)
 EY0867
 EY0867                          SUPERSEDED SURVEY CONTROL
 EY0867
 EY0867  NGVD 29 (??/??/92)   46.760  (m)          153.41   (f) ADJ UNCH    2 0
 EY0867
 EY0867.Superseded values are not recommended for survey control.
 EY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0867.See file dsdata.txt to determine how the superseded data were derived.
 EY0867
 EY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE301372(NAD 83)
 EY0867_MARKER: DB = BENCH MARK DISK
 EY0867_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EY0867_SP_SET: SET VERTICALLY IN WALL
 EY0867_STAMPING: B 33 1932
 EY0867_MARK LOGO: CGS   
 EY0867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0867+STABILITY: SURFACE MOTION
 EY0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0867+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 EY0867
 EY0867  HISTORY     - Date     Condition        Report By
 EY0867  HISTORY     - 1932     MONUMENTED       CGS
 EY0867  HISTORY     - 1978     GOOD             NCGS
 EY0867  HISTORY     - 1978     GOOD             NGS
 EY0867  HISTORY     - 19961204 SEE DESCRIPTION  NCGS
 EY0867
 EY0867                          STATION DESCRIPTION
 EY0867
 EY0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EY0867'AT FREMONT.
 EY0867'AT FREMONT, WAYNE COUNTY, IN THE WEST WALL OF THE ATLANTIC COAST
 EY0867'LINE RAILROAD STATION, 1 FOOT SOUTH OF THE NORTHWEST CORNER, AND
 EY0867'4-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED B 33
 EY0867'1932 AND SET VERTICALLY.
 EY0867
 EY0867                          STATION RECOVERY (1978)
 EY0867
 EY0867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0867'RECOVERED IN GOOD CONDITION.
 EY0867
 EY0867                          STATION RECOVERY (1978)
 EY0867
 EY0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EY0867'RECOVERED IN GOOD CONDITION.
 EY0867
 EY0867                          STATION RECOVERY (1996)
 EY0867
 EY0867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY0867'MARK MAY BE DESTROYED.
 EY0867'LOCAL RESIDENT SAID THAT RAILROAD STATION WAS PURCHASED BY A PRIVATE
 EY0867'INDIVIDUAL FROM ROCKY MOUNT.  RAILROAD STATION WAS DISASSEMBLED AND
 EY0867'MOVED TO ROCKY MOUNT FOR A PRIVATE RESIDENCE.  MARK MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0898 ***********************************************************************
 EY0898  DESIGNATION -  B 34
 EY0898  PID         -  EY0898
 EY0898  STATE/COUNTY-  NC/EDGECOMBE
 EY0898  USGS QUAD   -  TARBORO (1981)
 EY0898
 EY0898                         *CURRENT SURVEY CONTROL
 EY0898  ___________________________________________________________________
 EY0898* NAD 83(1986)-  35 54 25.     (N)    077 32 41.     (W)     SCALED    
 EY0898* NAVD 88     -        23.265  (meters)      76.33   (feet)  ADJUSTED  
 EY0898  ___________________________________________________________________
 EY0898  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 EY0898  DYNAMIC HT  -          23.245 (meters)      76.26  (feet)  COMP
 EY0898  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 EY0898
 EY0898  VERT ORDER  -  SECOND    CLASS 0
 EY0898
 EY0898.The horizontal coordinates were scaled from a topographic map and have
 EY0898.an estimated accuracy of +/- 6 seconds.
 EY0898
 EY0898.The orthometric height was determined by differential leveling
 EY0898.and adjusted in June 1991.
 EY0898
 EY0898.The geoid height was determined by GEOID03.
 EY0898
 EY0898.The dynamic height is computed by dividing the NAVD 88
 EY0898.geopotential number by the normal gravity value computed on the
 EY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0898.degrees latitude (g = 980.6199 gals.).
 EY0898
 EY0898.The modeled gravity was interpolated from observed gravity values.
 EY0898
 EY0898;                    North         East    Units  Estimated Accuracy
 EY0898;SPC NC       -   240,240.      740,960.      MT  (+/- 180 meters Scaled)
 EY0898
 EY0898                          SUPERSEDED SURVEY CONTROL
 EY0898
 EY0898  NGVD 29 (??/??/92)   23.577  (m)           77.35   (f) ADJ UNCH    2 0
 EY0898
 EY0898.Superseded values are not recommended for survey control.
 EY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0898.See file dsdata.txt to determine how the superseded data were derived.
 EY0898
 EY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE703766(NAD 83)
 EY0898_MARKER: DB = BENCH MARK DISK
 EY0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0898_SP_SET: BUILDING
 EY0898_STAMPING: 77.319 B 34 1932
 EY0898_MARK LOGO: CGS   
 EY0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0898+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 EY0898
 EY0898  HISTORY     - Date     Condition        Report By
 EY0898  HISTORY     - 1932     MONUMENTED       CGS
 EY0898  HISTORY     - 1942     GOOD             NGS
 EY0898  HISTORY     - 1976     GOOD             NGS
 EY0898  HISTORY     - 1976     GOOD             NGS
 EY0898  HISTORY     - 20000516 SEE DESCRIPTION  NCGS
 EY0898  HISTORY     - 20040422 MARK NOT FOUND   USPSQD
 EY0898
 EY0898                          STATION DESCRIPTION
 EY0898
 EY0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EY0898'AT TARBORO.
 EY0898'AT TARBORO, EDGECOMBE COUNTY, AT THE ATLANTIC COAST LINE RAILROAD
 EY0898'STATION, IN THE SOUTH WALL, 8 FEET WEST OF THE WHITE ENTRANCE, AND
 EY0898'5 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 77.319 B
 EY0898'34 1932 AND SET VERTICALLY.
 EY0898
 EY0898                          STATION RECOVERY (1976)
 EY0898
 EY0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0898'STATION IS AT THE SEABOARD COAST LINE RAILROAD STATION, IN THE SOUTH
 EY0898'WALL, ABOUT MIDWAY BETWEEN TWO LOADING ENTRANCE DOORS.  DISK IS SET
 EY0898'VERTICALLY IN WALL 5 FEET ABOVE THE GROUND.  IT IS 62.5 FT. W OF MAIN
 EY0898'ENTRANCE DOOR, 22.5 FT. E OF SW CORNER OF BUILDING, AND 10.0 FT. N OF
 EY0898'S EDGE OF LOADING PLATFORM.
 EY0898
 EY0898                          STATION RECOVERY (1976)
 EY0898
 EY0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0898'STATION IS AT THE SEABOARD COAST LINE RAILROAD STATION, IN THE SOUTH
 EY0898'WALL, ABOUT MIDWAY BETWEEN TWO LOADING ENTRANCE DOORS.  DISK IS SET
 EY0898'VERTICALLY IN WALL 5 FEET ABOVE THE GROUND.  IT IS 62.5 FT. W OF MAIN
 EY0898'ENTRANCE DOOR, 22.5 FT. E OF SW CORNER OF BUILDING, AND 10.0 FT. N OF
 EY0898'S EDGE OF LOADING PLATFORM.
 EY0898
 EY0898                          STATION RECOVERY (2000)
 EY0898
 EY0898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 EY0898'RAILROAD STATION HAS BEEN TORN DOWN AND STATION DESTROYED.
 EY0898
 EY0898                          STATION RECOVERY (2004)
 EY0898
 EY0898'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 EY0898'I BELIEVE THIS MARK HAS BEEN REMOVED. WE FOUND THE FOUNDATION OF AN
 EY0898'OLD BUILDING BESIDE THE TRACKS CLOSE TO THE PROPER LOCATION. THE
 EY0898'BUILDING APPEARED TO HAVE ONCE HAD A LOADING DOCK, BUT THE WALLS HAD
 EY0898'ALL BEEN REMOVED. OUR GPS INDICATED THIS FOUNDATION WAS SLIGHTLY EAST
 EY0898'OF THE SURVEYED LOCATION, BUT ANY FARTHER WEST WOULD HAVE PUT US ON
 EY0898'THE OTHER SIDE OF THE TRACKS ON A RESIDENTIAL STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0440 ***********************************************************************
 EY0440  DESIGNATION -  B 35
 EY0440  PID         -  EY0440
 EY0440  STATE/COUNTY-  NC/MARTIN
 EY0440  USGS QUAD   -  PLYMOUTH WEST (1987)
 EY0440
 EY0440                         *CURRENT SURVEY CONTROL
 EY0440  ___________________________________________________________________
 EY0440* NAD 83(1986)-  35 49 58.     (N)    076 48 43.     (W)     SCALED    
 EY0440* NAVD 88     -        13.969  (meters)      45.83   (feet)  POSTED    
 EY0440  ___________________________________________________________________
 EY0440  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EY0440  DYNAMIC HT  -          13.960 (meters)      45.80  (feet)  COMP
 EY0440  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 EY0440
 EY0440  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0440
 EY0440.The horizontal coordinates were scaled from a topographic map and have
 EY0440.an estimated accuracy of +/- 6 seconds.
 EY0440
 EY0440.The orthometric height was determined by differential leveling
 EY0440.and adjusted by the  in 1992.
 EY0440.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0440.rate of 1.1 thru 2.0 mm/km.
 EY0440
 EY0440.The geoid height was determined by GEOID03.
 EY0440
 EY0440.The dynamic height is computed by dividing the NAVD 88
 EY0440.geopotential number by the normal gravity value computed on the
 EY0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0440.degrees latitude (g = 980.6199 gals.).
 EY0440
 EY0440.The modeled gravity was interpolated from observed gravity values.
 EY0440
 EY0440;                    North         East    Units  Estimated Accuracy
 EY0440;SPC NC       -   233,230.      807,270.      MT  (+/- 180 meters Scaled)
 EY0440
 EY0440                          SUPERSEDED SURVEY CONTROL
 EY0440
 EY0440  NGVD 29 (??/??/92)   14.293  (m)           46.89   (f) ADJ UNCH    2 0
 EY0440
 EY0440.Superseded values are not recommended for survey control.
 EY0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0440.See file dsdata.txt to determine how the superseded data were derived.
 EY0440
 EY0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE363669(NAD 83)
 EY0440_MARKER: DB = BENCH MARK DISK
 EY0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0440_STAMPING: 46.942 B 35 1932
 EY0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0440+STABILITY: SURFACE MOTION
 EY0440
 EY0440  HISTORY     - Date     Condition        Report By
 EY0440  HISTORY     - 1932     MONUMENTED       CGS
 EY0440  HISTORY     - 1962     GOOD             NGS
 EY0440  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0440  HISTORY     - 20060410 MARK NOT FOUND   NCGS
 EY0440
 EY0440                          STATION DESCRIPTION
 EY0440
 EY0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0440'4 MI W FROM PLYMOUTH.
 EY0440'IN MARTIN COUNTY, 4.0 MILES WEST ALONG THE ATLANTIC COAST LINE
 EY0440'RAILROAD FROM PLYMOUTH, WASHINGTON COUNTY, 150 FEET NORTHWEST
 EY0440'OF THE NORTHWEST CORNER OF THE STATION AT DARDEN, 125 YARDS EAST
 EY0440'OF MILEPOST 62, 155 FEET EAST OF A COUNTY-ROAD CROSSING, OPPOSITE
 EY0440'A SWITCH POINT AND TARGET, AND 34.3 FEET NORTH OF THE NORTH RAIL.
 EY0440'A STANDARD DISK, STAMPED 46.942 B 35 1932 AND SET IN THE TOP OF
 EY0440'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- TO BE
 EY0440'RESET - JUNE 1957.
 EY0440
 EY0440                          STATION RECOVERY (1975)
 EY0440
 EY0440'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0440'MARK NOT FOUND.
 EY0440
 EY0440                          STATION RECOVERY (2006)
 EY0440
 EY0440'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0440'NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1704 ***********************************************************************
 FB1704  DESIGNATION -  B 37
 FB1704  PID         -  FB1704
 FB1704  STATE/COUNTY-  NC/SWAIN
 FB1704  USGS QUAD   -  NOLAND CREEK (1978)
 FB1704
 FB1704                         *CURRENT SURVEY CONTROL
 FB1704  ___________________________________________________________________
 FB1704* NAD 83(1986)-  35 26 09.     (N)    083 35 06.     (W)     SCALED    
 FB1704* NAVD 88     -       447.315  (meters)    1467.57   (feet)  ADJUSTED  
 FB1704  ___________________________________________________________________
 FB1704  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1704  DYNAMIC HT  -         446.835 (meters)    1465.99  (feet)  COMP
 FB1704  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 FB1704
 FB1704  VERT ORDER  -  FIRST     CLASS II
 FB1704
 FB1704.The horizontal coordinates were scaled from a topographic map and have
 FB1704.an estimated accuracy of +/- 6 seconds.
 FB1704
 FB1704.The orthometric height was determined by differential leveling
 FB1704.and adjusted in June 1991.
 FB1704
 FB1704.The geoid height was determined by GEOID03.
 FB1704
 FB1704.The dynamic height is computed by dividing the NAVD 88
 FB1704.geopotential number by the normal gravity value computed on the
 FB1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1704.degrees latitude (g = 980.6199 gals.).
 FB1704
 FB1704.The modeled gravity was interpolated from observed gravity values.
 FB1704
 FB1704;                    North         East    Units  Estimated Accuracy
 FB1704;SPC NC       -   196,620.      193,480.      MT  (+/- 180 meters Scaled)
 FB1704
 FB1704                          SUPERSEDED SURVEY CONTROL
 FB1704
 FB1704  NGVD 29 (??/??/92)  447.362  (m)         1467.72   (f) ADJ UNCH    1 2
 FB1704
 FB1704.Superseded values are not recommended for survey control.
 FB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1704.See file dsdata.txt to determine how the superseded data were derived.
 FB1704
 FB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV653244(NAD 83)
 FB1704_MARKER: DB = BENCH MARK DISK
 FB1704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1704_SP_SET: BRIDGE
 FB1704_STAMPING: 1467.871 B 37 1932
 FB1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1704
 FB1704  HISTORY     - Date     Condition        Report By
 FB1704  HISTORY     - 1932     MONUMENTED       CGS
 FB1704  HISTORY     - 1934     GOOD             NGS
 FB1704
 FB1704                          STATION DESCRIPTION
 FB1704
 FB1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1704'0.2 MI SW FROM BUSHNELL.
 FB1704'0.2 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1704'BUSHNELL, SWAIN, 500 FEET UPSTREAM FROM THE JUNCTION OF TUCKASEGEE
 FB1704'AND LITTLE TENNESSEE RIVERS, AT A BRIDGE OVER TUCKASEGEE RIVER,
 FB1704'AND IN THE UPSTREAM END OF THE SECOND CONCRETE PIER FROM THE
 FB1704'NORTH END.  A STANDARD DISK, STAMPED 1467.871 B 37 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0794 ***********************************************************************
 FB0794  DESIGNATION -  B 39
 FB0794  PID         -  FB0794
 FB0794  STATE/COUNTY-  NC/BUNCOMBE
 FB0794  USGS QUAD   -  ASHEVILLE (1991)
 FB0794
 FB0794                         *CURRENT SURVEY CONTROL
 FB0794  ___________________________________________________________________
 FB0794* NAD 83(1986)-  35 35 30.     (N)    082 34 15.     (W)     SCALED    
 FB0794* NAVD 88     -       605.857  (meters)    1987.72   (feet)  ADJUSTED  
 FB0794  ___________________________________________________________________
 FB0794  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB0794  DYNAMIC HT  -         605.242 (meters)    1985.70  (feet)  COMP
 FB0794  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 FB0794
 FB0794  VERT ORDER  -  FIRST     CLASS I
 FB0794
 FB0794.The horizontal coordinates were scaled from a topographic map and have
 FB0794.an estimated accuracy of +/- 6 seconds.
 FB0794
 FB0794.The orthometric height was determined by differential leveling
 FB0794.and adjusted in June 1991.
 FB0794
 FB0794.The geoid height was determined by GEOID03.
 FB0794
 FB0794.The dynamic height is computed by dividing the NAVD 88
 FB0794.geopotential number by the normal gravity value computed on the
 FB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0794.degrees latitude (g = 980.6199 gals.).
 FB0794
 FB0794.The modeled gravity was interpolated from observed gravity values.
 FB0794
 FB0794;                    North         East    Units  Estimated Accuracy
 FB0794;SPC NC       -   210,120.      286,100.      MT  (+/- 180 meters Scaled)
 FB0794
 FB0794                          SUPERSEDED SURVEY CONTROL
 FB0794
 FB0794  NGVD 29 (??/??/92)  605.951  (m)         1988.02   (f) ADJ UNCH    1 1
 FB0794
 FB0794.Superseded values are not recommended for survey control.
 FB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0794.See file dsdata.txt to determine how the superseded data were derived.
 FB0794
 FB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV576397(NAD 83)
 FB0794_MARKER: DB = BENCH MARK DISK
 FB0794_SETTING: 66 = SET IN ROCK OUTCROP
 FB0794_SP_SET: ROCK CUT
 FB0794_STAMPING: B 39 1932 1988.218
 FB0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0794+STABILITY: POSITION/ELEVATION WELL
 FB0794
 FB0794  HISTORY     - Date     Condition        Report By
 FB0794  HISTORY     - 1932     MONUMENTED       CGS
 FB0794  HISTORY     - 1967     GOOD             NGS
 FB0794
 FB0794                          STATION DESCRIPTION
 FB0794
 FB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0794'0.9 MI NW FROM ASHEVILLE.
 FB0794'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0794'RAILROAD FROM THE STATION AT ASHEVILLE, 0.1 MILE SOUTHEAST OF THE
 FB0794'SOUTHEAST END OF A RAILROAD BRIDGE OVER THE FRENCH BROAD RIVER, 5
 FB0794'FEET SOUTHEAST OF THE NORTHWEST END OF A CUT FOR THE RAILROAD, 31
 FB0794'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 5 FEET
 FB0794'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE-TRACK, SET IN THE TOP OF
 FB0794'A SMALL LEDGE AT THE FOOT OF THE NORTHEAST BANK OF THE ROCK WALL
 FB0794'OF THE CUT, 103 FEET NORTHWEST OF THE NORTHWEST EDGE OF U.S.
 FB0794'HIGHWAY 23 OVERPASS FOR THE RAILROAD AND THE FRENCH BROAD RIVER,
 FB0794'40 FEET NORTHEAST AND ACROSS THE TRACKS FROM A SIGN WHICH READS
 FB0794'SOUTHERN RAILWAY MAINTENANCE LIMIT, AND ABOUT LEVEL WITH THE
 FB0794'TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0091 ***********************************************************************
 FZ0091  DESIGNATION -  B 43
 FZ0091  PID         -  FZ0091
 FZ0091  STATE/COUNTY-  NC/FORSYTH
 FZ0091  USGS QUAD   -  WINSTON-SALEM EAST (1994)
 FZ0091
 FZ0091                         *CURRENT SURVEY CONTROL
 FZ0091  ___________________________________________________________________
 FZ0091* NAD 83(1986)-  36 05 35.     (N)    080 13 40.     (W)     SCALED    
 FZ0091* NAVD 88     -       257.421  (meters)     844.56   (feet)  POSTED    
 FZ0091  ___________________________________________________________________
 FZ0091  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 FZ0091  DYNAMIC HT  -         257.180 (meters)     843.76  (feet)  COMP
 FZ0091  MODELED GRAV-     979,708.3   (mgal)                       NAVD 88
 FZ0091
 FZ0091  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FZ0091
 FZ0091.The horizontal coordinates were scaled from a topographic map and have
 FZ0091.an estimated accuracy of +/- 6 seconds.
 FZ0091
 FZ0091.The orthometric height was determined by differential leveling
 FZ0091.and adjusted by the  in 1992.
 FZ0091.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FZ0091.rate greater than 8.0 mm/km.
 FZ0091
 FZ0091.The geoid height was determined by GEOID03.
 FZ0091
 FZ0091.The dynamic height is computed by dividing the NAVD 88
 FZ0091.geopotential number by the normal gravity value computed on the
 FZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0091.degrees latitude (g = 980.6199 gals.).
 FZ0091
 FZ0091.The modeled gravity was interpolated from observed gravity values.
 FZ0091
 FZ0091;                    North         East    Units  Estimated Accuracy
 FZ0091;SPC NC       -   260,610.      499,040.      MT  (+/- 180 meters Scaled)
 FZ0091
 FZ0091                          SUPERSEDED SURVEY CONTROL
 FZ0091
 FZ0091  NGVD 29 (??/??/92)  257.635  (m)          845.26   (f) ADJ UNCH    1 2
 FZ0091
 FZ0091.Superseded values are not recommended for survey control.
 FZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0091.See file dsdata.txt to determine how the superseded data were derived.
 FZ0091
 FZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV695945(NAD 83)
 FZ0091_MARKER: DB = BENCH MARK DISK
 FZ0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0091_SP_SET: BRIDGE
 FZ0091_STAMPING: 845.297 B 43 1932
 FZ0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0091
 FZ0091  HISTORY     - Date     Condition        Report By
 FZ0091  HISTORY     - 1932     MONUMENTED       CGS
 FZ0091  HISTORY     - 1935     GOOD             NGS
 FZ0091  HISTORY     - 1972     GOOD             NGS
 FZ0091  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FZ0091  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 FZ0091
 FZ0091                          STATION DESCRIPTION
 FZ0091
 FZ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FZ0091'AT WINSTON-SALEM.
 FZ0091'AT WINSTON-SALEM, FORSYTH COUNTY, 100 FEET EAST OF THE SOUTHEAST
 FZ0091'CORNER OF THE UNION STATION, IN THE SOUTH FACE OF THE NORTH
 FZ0091'PIER OF THE CLAIRMONT AVENUE OVERHEAD BRIDGE, 7 FEET WEST OF
 FZ0091'THE EAST END OF THE PIER, 42 FEET NORTH OF THE NORTH RAIL OF
 FZ0091'THE MAIN TRACK, AND 4-1/2 FEET HIGHER THAN THE GRADE.  A
 FZ0091'STANDARD DISK, STAMPED 845.297 B 43 1932 AND SET VERTICALLY.
 FZ0091
 FZ0091                          STATION RECOVERY (1972)
 FZ0091
 FZ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FZ0091'RECOVERED IN GOOD CONDITION.
 FZ0091
 FZ0091                          STATION RECOVERY (1983)
 FZ0091
 FZ0091'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0091'MARK NOT FOUND.
 FZ0091
 FZ0091                          STATION RECOVERY (2004)
 FZ0091
 FZ0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FZ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1101 ***********************************************************************
 FY1101  DESIGNATION -  B 44
 FY1101  PID         -  FY1101
 FY1101  STATE/COUNTY-  NC/ROCKINGHAM
 FY1101  USGS QUAD   -  REIDSVILLE (1994)
 FY1101
 FY1101                         *CURRENT SURVEY CONTROL
 FY1101  ___________________________________________________________________
 FY1101* NAD 83(1986)-  36 22 01.     (N)    079 39 50.     (W)     SCALED    
 FY1101* NAVD 88     -       253.208  (meters)     830.73   (feet)  ADJUSTED  
 FY1101  ___________________________________________________________________
 FY1101  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY1101  DYNAMIC HT  -         252.991 (meters)     830.02  (feet)  COMP
 FY1101  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 FY1101
 FY1101  VERT ORDER  -  FIRST     CLASS II
 FY1101
 FY1101.The horizontal coordinates were scaled from a topographic map and have
 FY1101.an estimated accuracy of +/- 6 seconds.
 FY1101
 FY1101.The orthometric height was determined by differential leveling
 FY1101.and adjusted in June 1991.
 FY1101
 FY1101.The geoid height was determined by GEOID03.
 FY1101
 FY1101.The dynamic height is computed by dividing the NAVD 88
 FY1101.geopotential number by the normal gravity value computed on the
 FY1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1101.degrees latitude (g = 980.6199 gals.).
 FY1101
 FY1101.The modeled gravity was interpolated from observed gravity values.
 FY1101
 FY1101;                    North         East    Units  Estimated Accuracy
 FY1101;SPC NC       -   290,520.      550,020.      MT  (+/- 180 meters Scaled)
 FY1101
 FY1101                          SUPERSEDED SURVEY CONTROL
 FY1101
 FY1101  NGVD 29 (03/05/92)  253.434  (m)          831.47   (f) ADJUSTED    1 2
 FY1101
 FY1101.Superseded values are not recommended for survey control.
 FY1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1101.See file dsdata.txt to determine how the superseded data were derived.
 FY1101
 FY1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA198254(NAD 83)
 FY1101_MARKER: DB = BENCH MARK DISK
 FY1101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1101_SP_SET: BUILDING
 FY1101_STAMPING: 831.534 B 44 1932
 FY1101_MARK LOGO: CGS   
 FY1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1101
 FY1101  HISTORY     - Date     Condition        Report By
 FY1101  HISTORY     - 1932     MONUMENTED       CGS
 FY1101  HISTORY     - 1935     GOOD             NGS
 FY1101  HISTORY     - 1979     GOOD             NCDOT
 FY1101  HISTORY     - 1982     GOOD             NCGS
 FY1101  HISTORY     - 1983     GOOD             NGS
 FY1101  HISTORY     - 1984     GOOD             USPSQD
 FY1101  HISTORY     - 1988     GOOD             USPSQD
 FY1101  HISTORY     - 19960912 GOOD             USPSQD
 FY1101
 FY1101                          STATION DESCRIPTION
 FY1101
 FY1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1101'AT REIDSVILLE.
 FY1101'AT REIDSVILLE, ROCKINGHAM COUNTY, 0.3 MILE NORTH ALONG THE SOUTHERN
 FY1101'RAILWAY FROM THE PASSENGER STATION, 65 FEET WEST OF THE WEST
 FY1101'RAIL OF THE SOUTH-BOUND MAIN TRACK, 30 FEET WEST OF THE
 FY1101'CENTERLINE OF WEST MARKET STREET, IN THE EAST WALL OF THE AMERICAN
 FY1101'TOBACCO CO. RE-DRYING BUILDING, 4 FEET FROM THE NORTHEAST CORNER,
 FY1101'AND 3.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 831.534
 FY1101'B 44 1932 AND SET VERTICALLY.
 FY1101
 FY1101                          STATION RECOVERY (1979)
 FY1101
 FY1101'RECOVERY NOTE BY 
NC DOT 1979
 FY1101'RECOVERED IN GOOD CONDITION.
 FY1101
 FY1101                          STATION RECOVERY (1982)
 FY1101
 FY1101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY1101'RECOVERED IN GOOD CONDITION.
 FY1101
 FY1101                          STATION RECOVERY (1983)
 FY1101
 FY1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY1101'RECOVERED IN GOOD CONDITION.
 FY1101
 FY1101                          STATION RECOVERY (1984)
 FY1101
 FY1101'RECOVERY NOTE BY US POWER SQUADRON 1984
 FY1101'RECOVERED IN GOOD CONDITION.
 FY1101
 FY1101                          STATION RECOVERY (1988)
 FY1101
 FY1101'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRB)
 FY1101'RECOVERED IN GOOD CONDITION.
 FY1101
 FY1101                          STATION RECOVERY (1996)
 FY1101
 FY1101'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0439 ***********************************************************************
 FZ0439  DESIGNATION -  B 45
 FZ0439  PID         -  FZ0439
 FZ0439  STATE/COUNTY-  NC/YADKIN
 FZ0439  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ0439
 FZ0439                         *CURRENT SURVEY CONTROL
 FZ0439  ___________________________________________________________________
 FZ0439* NAD 83(1986)-  36 07 11.     (N)    080 46 22.     (W)     SCALED    
 FZ0439* NAVD 88     -       326.446  (meters)    1071.01   (feet)  ADJUSTED  
 FZ0439  ___________________________________________________________________
 FZ0439  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 FZ0439  DYNAMIC HT  -         326.136 (meters)    1070.00  (feet)  COMP
 FZ0439  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 FZ0439
 FZ0439  VERT ORDER  -  SECOND    CLASS 0
 FZ0439
 FZ0439.The horizontal coordinates were scaled from a topographic map and have
 FZ0439.an estimated accuracy of +/- 6 seconds.
 FZ0439
 FZ0439.The orthometric height was determined by differential leveling
 FZ0439.and adjusted in June 1991.
 FZ0439
 FZ0439.The geoid height was determined by GEOID03.
 FZ0439
 FZ0439.The dynamic height is computed by dividing the NAVD 88
 FZ0439.geopotential number by the normal gravity value computed on the
 FZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0439.degrees latitude (g = 980.6199 gals.).
 FZ0439
 FZ0439.The modeled gravity was interpolated from observed gravity values.
 FZ0439
 FZ0439;                    North         East    Units  Estimated Accuracy
 FZ0439;SPC NC       -   264,310.      450,010.      MT  (+/- 180 meters Scaled)
 FZ0439
 FZ0439                          SUPERSEDED SURVEY CONTROL
 FZ0439
 FZ0439  NGVD 29 (??/??/92)  326.614  (m)         1071.57   (f) ADJ UNCH    2 0
 FZ0439
 FZ0439.Superseded values are not recommended for survey control.
 FZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0439.See file dsdata.txt to determine how the superseded data were derived.
 FZ0439
 FZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV204972(NAD 83)
 FZ0439_MARKER: DB = BENCH MARK DISK
 FZ0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0439_SP_SET: BUILDING
 FZ0439_STAMPING: B 45 1933
 FZ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0439
 FZ0439  HISTORY     - Date     Condition        Report By
 FZ0439  HISTORY     - 1933     MONUMENTED       CGS
 FZ0439  HISTORY     - 1934     GOOD             NGS
 FZ0439  HISTORY     - 1965     GOOD             NGS
 FZ0439
 FZ0439                          STATION DESCRIPTION
 FZ0439
 FZ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0439'AT BROOKS CROSSROADS.
 FZ0439'AT BROOKS CROSSROADS, YADKIN COUNTY, NEAR THE INTERSECTION OF U.S.
 FZ0439'HIGHWAYS 21 AND 421, 150 FEET EAST OF THE CENTERLINE OF U.S.
 FZ0439'HIGHWAY 21, 96 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 421,
 FZ0439'IN THE WEST BRICK WALL OF THE DR. WEAVER HOME, 15 FEET NORTH OF
 FZ0439'THE FRONT WALL, AND 3 FEET HIGHER THAN THE GROUND.  A STANDARD
 FZ0439'DISK, STAMPED B 45 1933 AND SET VERTICALLY.
 FZ0439
 FZ0439                          STATION RECOVERY (1965)
 FZ0439
 FZ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0497 ***********************************************************************
 FZ0497  DESIGNATION -  B 46
 FZ0497  PID         -  FZ0497
 FZ0497  STATE/COUNTY-  NC/SURRY
 FZ0497  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 FZ0497
 FZ0497                         *CURRENT SURVEY CONTROL
 FZ0497  ___________________________________________________________________
 FZ0497* NAD 83(1986)-  36 28 29.     (N)    080 37 19.     (W)     SCALED    
 FZ0497* NAVD 88     -       338.476  (meters)    1110.48   (feet)  POSTED    
 FZ0497  ___________________________________________________________________
 FZ0497  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 FZ0497  DYNAMIC HT  -         338.160 (meters)    1109.45  (feet)  COMP
 FZ0497  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 FZ0497
 FZ0497  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FZ0497
 FZ0497.The horizontal coordinates were scaled from a topographic map and have
 FZ0497.an estimated accuracy of +/- 6 seconds.
 FZ0497
 FZ0497.The orthometric height was determined by differential leveling
 FZ0497.and adjusted by the  in 1992.
 FZ0497.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FZ0497.rate of 1.1 thru 2.0 mm/km.
 FZ0497
 FZ0497.The geoid height was determined by GEOID03.
 FZ0497
 FZ0497.The dynamic height is computed by dividing the NAVD 88
 FZ0497.geopotential number by the normal gravity value computed on the
 FZ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0497.degrees latitude (g = 980.6199 gals.).
 FZ0497
 FZ0497.The modeled gravity was interpolated from observed gravity values.
 FZ0497
 FZ0497;                    North         East    Units  Estimated Accuracy
 FZ0497;SPC NC       -   303,470.      464,230.      MT  (+/- 180 meters Scaled)
 FZ0497
 FZ0497                          SUPERSEDED SURVEY CONTROL
 FZ0497
 FZ0497  NGVD 29 (??/??/92)  338.637  (m)         1111.01   (f) ADJ UNCH    2 0
 FZ0497
 FZ0497.Superseded values are not recommended for survey control.
 FZ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0497.See file dsdata.txt to determine how the superseded data were derived.
 FZ0497
 FZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA338366(NAD 83)
 FZ0497_MARKER: DB = BENCH MARK DISK
 FZ0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0497_SP_SET: CULVERT
 FZ0497_STAMPING: B 46 1933
 FZ0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0497
 FZ0497  HISTORY     - Date     Condition        Report By
 FZ0497  HISTORY     - 1933     MONUMENTED       CGS
 FZ0497  HISTORY     - 1934     GOOD             NGS
 FZ0497  HISTORY     - 1965     MARK NOT FOUND   NGS
 FZ0497  HISTORY     - 1984     GOOD             LOCSUR
 FZ0497
 FZ0497                          STATION DESCRIPTION
 FZ0497
 FZ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0497'2.3 MI S FROM MOUNT AIRY.
 FZ0497'2.3 MILES SOUTH ALONG U.S. HIGHWAY 601 FROM MOUNT AIRY, SURRY
 FZ0497'COUNTY, 111 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRAY
 FZ0497'FULK HOME, 50 FEET SOUTH OF A DIRT ROAD, AT A CONCRETE CULVERT, IN
 FZ0497'THE TOP OF THE EAST HEADWALL, 16 FEET EAST OF THE CENTERLINE OF
 FZ0497'THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 FZ0497'STAMPED B 46 1933.
 FZ0497
 FZ0497                          STATION RECOVERY (1965)
 FZ0497
 FZ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0497'MARK NOT FOUND.
 FZ0497
 FZ0497                          STATION RECOVERY (1984)
 FZ0497
 FZ0497'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FZ0497'MARK IS BRASS DISK 3 FEET BELOW SURFACE. IT IS 2.3 MILES SOUTH OF
 FZ0497'MOUNT AIRY, N.C. AND 900 FEET NORTH OF THE JUNCTION OF HWY 601 AND
 FZ0497'S.R. 1365 (FOREST DRIVE). MARK IS 15.1 FEET EAST OF CENTERLINE OF
 FZ0497'PAVEMENT OF S.R. 1365, 36.9 FEET SOUTH OF A POWER POLE AND 6.5 FEET
 FZ0497'WEST OF THE EAST END OF A CONCRETE CULVERT, MARK IS IN EAST HEADWALL
 FZ0497'OVER CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1480 ***********************************************************************
 FB1480  DESIGNATION -  B 47
 FB1480  PID         -  FB1480
 FB1480  STATE/COUNTY-  NC/MACON
 FB1480  USGS QUAD   -  PRENTISS (1978)
 FB1480
 FB1480                         *CURRENT SURVEY CONTROL
 FB1480  ___________________________________________________________________
 FB1480* NAD 83(1986)-  35 03 28.     (N)    083 23 11.     (W)     SCALED    
 FB1480* NAVD 88     -       628.595  (meters)    2062.32   (feet)  ADJUSTED  
 FB1480  ___________________________________________________________________
 FB1480  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FB1480  DYNAMIC HT  -         627.926 (meters)    2060.12  (feet)  COMP
 FB1480  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 FB1480
 FB1480  VERT ORDER  -  FIRST     CLASS II
 FB1480
 FB1480.The horizontal coordinates were scaled from a topographic map and have
 FB1480.an estimated accuracy of +/- 6 seconds.
 FB1480
 FB1480.The orthometric height was determined by differential leveling
 FB1480.and adjusted in June 1991.
 FB1480
 FB1480.The geoid height was determined by GEOID03.
 FB1480
 FB1480.The dynamic height is computed by dividing the NAVD 88
 FB1480.geopotential number by the normal gravity value computed on the
 FB1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1480.degrees latitude (g = 980.6199 gals.).
 FB1480
 FB1480.The modeled gravity was interpolated from observed gravity values.
 FB1480
 FB1480;                    North         East    Units  Estimated Accuracy
 FB1480;SPC NC       -   153,910.      209,640.      MT  (+/- 180 meters Scaled)
 FB1480
 FB1480                          SUPERSEDED SURVEY CONTROL
 FB1480
 FB1480  NGVD 29 (??/??/92)  628.613  (m)         2062.37   (f) ADJ UNCH    1 2
 FB1480
 FB1480.Superseded values are not recommended for survey control.
 FB1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1480.See file dsdata.txt to determine how the superseded data were derived.
 FB1480
 FB1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU823820(NAD 83)
 FB1480_MARKER: DB = BENCH MARK DISK
 FB1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1480_STAMPING: 2062.470 B 47 1932
 FB1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1480+STABILITY: SURFACE MOTION
 FB1480
 FB1480  HISTORY     - Date     Condition        Report By
 FB1480  HISTORY     - 1932     MONUMENTED       CGS
 FB1480  HISTORY     - 1934     GOOD             NGS
 FB1480  HISTORY     - 1979     MARK NOT FOUND   NCDOT
 FB1480  HISTORY     - 1982     MARK NOT FOUND   NGS
 FB1480
 FB1480                          STATION DESCRIPTION
 FB1480
 FB1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1480'0.2 MI S FROM OTTO.
 FB1480'0.2 MILE SOUTH ALONG THE TALLULAH FALLS RAILWAY FROM OTTO, MACON
 FB1480'COUNTY, 990 FEET NORTH OF MILEPOST 48, 50 FEET SOUTH OF THE SOUTH
 FB1480'END OF A CUT IN THE RAILROAD, 75 FEET WEST OF LITTLE TENNESSEE
 FB1480'RIVER, 36 FEET SOUTHWEST OF THE CENTER OF A CROSSING, 27 FEET
 FB1480'EAST OF THE CENTERLINE OF U.S. HIGHWAY 23, AND 16 FEET WEST
 FB1480'OF THE WEST RAIL, AND SET IN THE TOP OF A CONCRETE POST.
 FB1480
 FB1480                          STATION RECOVERY (1979)
 FB1480
 FB1480'RECOVERY NOTE BY 
NC DOT 1979
 FB1480'PROBABLY LOST DURING NEW ROAD CONSTRUCTION.
 FB1480
 FB1480                          STATION RECOVERY (1982)
 FB1480
 FB1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FB1480'NOT RECOVERED, THE RAILROAD HAS BEEN ABANDONED AND THE TRACKS HAVE
 FB1480'BEEN DISMANTLED, THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION, NO
 FB1480'SIGNS OF THE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0889 ***********************************************************************
 FZ0889  DESIGNATION -  B 48
 FZ0889  PID         -  FZ0889
 FZ0889  STATE/COUNTY-  NC/WATAUGA
 FZ0889  USGS QUAD   -  BOONE (1994)
 FZ0889
 FZ0889                         *CURRENT SURVEY CONTROL
 FZ0889  ___________________________________________________________________
 FZ0889* NAD 83(1986)-  36 13 05.     (N)    081 41 04.     (W)     SCALED    
 FZ0889* NAVD 88     -       985.466  (meters)    3233.15   (feet)  ADJUSTED  
 FZ0889  ___________________________________________________________________
 FZ0889  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FZ0889  DYNAMIC HT  -         984.432 (meters)    3229.76  (feet)  COMP
 FZ0889  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 FZ0889
 FZ0889  VERT ORDER  -  FIRST     CLASS II
 FZ0889
 FZ0889.The horizontal coordinates were scaled from a topographic map and have
 FZ0889.an estimated accuracy of +/- 6 seconds.
 FZ0889
 FZ0889.The orthometric height was determined by differential leveling
 FZ0889.and adjusted in June 1991.
 FZ0889
 FZ0889.The geoid height was determined by GEOID03.
 FZ0889
 FZ0889.The dynamic height is computed by dividing the NAVD 88
 FZ0889.geopotential number by the normal gravity value computed on the
 FZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0889.degrees latitude (g = 980.6199 gals.).
 FZ0889
 FZ0889.The modeled gravity was interpolated from observed gravity values.
 FZ0889
 FZ0889;                    North         East    Units  Estimated Accuracy
 FZ0889;SPC NC       -   277,060.      368,260.      MT  (+/- 180 meters Scaled)
 FZ0889
 FZ0889                          SUPERSEDED SURVEY CONTROL
 FZ0889
 FZ0889  NGVD 29 (??/??/92)  985.554  (m)         3233.44   (f) ADJ UNCH    1 2
 FZ0889
 FZ0889.Superseded values are not recommended for survey control.
 FZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0889.See file dsdata.txt to determine how the superseded data were derived.
 FZ0889
 FZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA384083(NAD 83)
 FZ0889_MARKER: DB = BENCH MARK DISK
 FZ0889_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FZ0889_SP_SET: SET VERTICALLY IN BRICK BUILDING
 FZ0889_STAMPING: B 48 1933 3233.602
 FZ0889_MARK LOGO: CGS   
 FZ0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0889+STABILITY: SURFACE MOTION
 FZ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0889+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 FZ0889
 FZ0889  HISTORY     - Date     Condition        Report By
 FZ0889  HISTORY     - 1933     MONUMENTED       CGS
 FZ0889  HISTORY     - 1976     GOOD             LOCSUR
 FZ0889  HISTORY     - 1979     GOOD             NCDOT
 FZ0889  HISTORY     - 19880918 GOOD             NCGS
 FZ0889  HISTORY     - 1990     GOOD             USPSQD
 FZ0889  HISTORY     - 1990     GOOD             USPSQD
 FZ0889  HISTORY     - 19970930 GOOD             NCGS
 FZ0889  HISTORY     - 20020221 GOOD             NCGS
 FZ0889  HISTORY     - 20030322 GOOD             USPSQD
 FZ0889  HISTORY     - 20030324 GOOD             NCGS
 FZ0889  HISTORY     - 20060526 GOOD             USPSQD
 FZ0889
 FZ0889                          STATION DESCRIPTION
 FZ0889
 FZ0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0889'AT BOONE.
 FZ0889'AT BOONE, WATAUGA COUNTY, AT THE INTERSECTION OF MAIN AND DEPOT
 FZ0889'STREETS, 75 FEET SOUTH OF THE CENTERLINE OF MAIN STREET, AT THE
 FZ0889'WATAUGA BANK BUILDING, IN THE EAST WALL, 2 FEET NORTH OF THE
 FZ0889'SOUTHEAST CORNER OF THE BUILDING, AND 4.6 FEET ABOVE THE SIDEWALK.
 FZ0889'A STANDARD DISK, STAMPED 3233.602 B 48 1933 AND SET VERTICALLY.
 FZ0889
 FZ0889                          STATION RECOVERY (1976)
 FZ0889
 FZ0889'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (1979)
 FZ0889
 FZ0889'RECOVERY NOTE BY 
NC DOT 1979
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (1988)
 FZ0889
 FZ0889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (1990)
 FZ0889
 FZ0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (1990)
 FZ0889
 FZ0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (1997)
 FZ0889
 FZ0889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FZ0889'THE STATION WAS RECOVERED IN GOOD CONDITION.  MAIN STREET IS NOW KING
 FZ0889'STREET.
 FZ0889
 FZ0889                          STATION RECOVERY (2002)
 FZ0889
 FZ0889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FZ0889'RECOVERED AS DESCRIBED.
 FZ0889
 FZ0889                          STATION RECOVERY (2003)
 FZ0889
 FZ0889'RECOVERY NOTE BY US POWER SQUADRON 2003 (PKH)
 FZ0889'RECOVERED IN GOOD CONDITION.
 FZ0889
 FZ0889                          STATION RECOVERY (2003)
 FZ0889
 FZ0889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0889'RECOVERED AS DESCRIBED.
 FZ0889
 FZ0889                          STATION RECOVERY (2006)
 FZ0889
 FZ0889'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ0889'BUILDING WAS FORMERLY CALLED FARMERS HARDWARE BUT IS NOW THE SHOPPES
 FZ0889'AT FARMERS HARDWARE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0158 ***********************************************************************
 FA0158  DESIGNATION -  B 50
 FA0158  PID         -  FA0158
 FA0158  STATE/COUNTY-  NC/STANLY
 FA0158  USGS QUAD   -  NEW LONDON (1994)
 FA0158
 FA0158                         *CURRENT SURVEY CONTROL
 FA0158  ___________________________________________________________________
 FA0158* NAD 83(1986)-  35 24 37.     (N)    080 12 14.     (W)     SCALED    
 FA0158* NAVD 88     -       179.554  (meters)     589.09   (feet)  ADJUSTED  
 FA0158  ___________________________________________________________________
 FA0158  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA0158  DYNAMIC HT  -         179.397 (meters)     588.57  (feet)  COMP
 FA0158  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 FA0158
 FA0158  VERT ORDER  -  SECOND    CLASS 0
 FA0158
 FA0158.The horizontal coordinates were scaled from a topographic map and have
 FA0158.an estimated accuracy of +/- 6 seconds.
 FA0158
 FA0158.The orthometric height was determined by differential leveling
 FA0158.and adjusted in June 1991.
 FA0158
 FA0158.The geoid height was determined by GEOID03.
 FA0158
 FA0158.The dynamic height is computed by dividing the NAVD 88
 FA0158.geopotential number by the normal gravity value computed on the
 FA0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0158.degrees latitude (g = 980.6199 gals.).
 FA0158
 FA0158.The modeled gravity was interpolated from observed gravity values.
 FA0158
 FA0158;                    North         East    Units  Estimated Accuracy
 FA0158;SPC NC       -   184,840.      500,270.      MT  (+/- 180 meters Scaled)
 FA0158
 FA0158                          SUPERSEDED SURVEY CONTROL
 FA0158
 FA0158  NGVD 29 (??/??/92)  179.814  (m)          589.94   (f) ADJ UNCH    2 0
 FA0158
 FA0158.Superseded values are not recommended for survey control.
 FA0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0158.See file dsdata.txt to determine how the superseded data were derived.
 FA0158
 FA0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV722188(NAD 83)
 FA0158_MARKER: DB = BENCH MARK DISK
 FA0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0158_SP_SET: CULVERT
 FA0158_STAMPING: B 50 1933
 FA0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0158
 FA0158  HISTORY     - Date     Condition        Report By
 FA0158  HISTORY     - 1933     MONUMENTED       CGS
 FA0158  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0158
 FA0158                          STATION DESCRIPTION
 FA0158
 FA0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0158'2.4 MI S FROM NEW LONDON.
 FA0158'2.4 MILES SOUTH ALONG THE CAROLINA AND NORTHWESTERN RAILWAY
 FA0158'FROM THE STATION AT NEW LONDON, 115 FEET NORTHEAST OF THE
 FA0158'CENTERLINE OF THE TRACK, AT A CULVERT UNDER U.S. HIGHWAY 52,
 FA0158'IN THE TOP OF THE SOUTHWEST HEADWALL, 18 FEET SOUTHWEST OF
 FA0158'THE CENTER OF THE HIGHWAY AND 5 FEET LOWER THAN THE ROAD.
 FA0158'THERE IS NOW NO EXPOSED HEADWALL ON THE CULVERT, PROBING THE
 FA0158'HIGHWAY FILL TO CONSIDERABLE DEPTH FAILED TO REVEAL A BURIED
 FA0158'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1244 ***********************************************************************
 FA1244  DESIGNATION -  B 51
 FA1244  PID         -  FA1244
 FA1244  STATE/COUNTY-  NC/ANSON
 FA1244  USGS QUAD   -  POLKTON (1970)
 FA1244
 FA1244                         *CURRENT SURVEY CONTROL
 FA1244  ___________________________________________________________________
 FA1244* NAD 83(1986)-  35 00 14.     (N)    080 10 14.     (W)     SCALED    
 FA1244* NAVD 88     -        83.646  (meters)     274.43   (feet)  ADJUSTED  
 FA1244  ___________________________________________________________________
 FA1244  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FA1244  DYNAMIC HT  -          83.569 (meters)     274.18  (feet)  COMP
 FA1244  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 FA1244
 FA1244  VERT ORDER  -  SECOND    CLASS 0
 FA1244
 FA1244.The horizontal coordinates were scaled from a topographic map and have
 FA1244.an estimated accuracy of +/- 6 seconds.
 FA1244
 FA1244.The orthometric height was determined by differential leveling
 FA1244.and adjusted in June 1991.
 FA1244
 FA1244.The geoid height was determined by GEOID03.
 FA1244
 FA1244.The dynamic height is computed by dividing the NAVD 88
 FA1244.geopotential number by the normal gravity value computed on the
 FA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1244.degrees latitude (g = 980.6199 gals.).
 FA1244
 FA1244.The modeled gravity was interpolated from observed gravity values.
 FA1244
 FA1244;                    North         East    Units  Estimated Accuracy
 FA1244;SPC NC       -   139,720.      502,760.      MT  (+/- 180 meters Scaled)
 FA1244
 FA1244                          SUPERSEDED SURVEY CONTROL
 FA1244
 FA1244  NGVD 29 (??/??/92)   83.92   (m)          275.3    (f) COMPUTED    2 0
 FA1244
 FA1244.Superseded values are not recommended for survey control.
 FA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1244.See file dsdata.txt to determine how the superseded data were derived.
 FA1244
 FA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU756737(NAD 83)
 FA1244_MARKER: DB = BENCH MARK DISK
 FA1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA1244_SP_SET: FOUNDATION
 FA1244_STAMPING: B 51 1933
 FA1244_MARK LOGO: CGS   
 FA1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1244
 FA1244  HISTORY     - Date     Condition        Report By
 FA1244  HISTORY     - 1933     MONUMENTED       CGS
 FA1244  HISTORY     - 1967     GOOD             NGS
 FA1244  HISTORY     - 20031203 SEE DESCRIPTION  NCGS
 FA1244
 FA1244                          STATION DESCRIPTION
 FA1244
 FA1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA1244'1.9 MI E FROM POLKTON.
 FA1244'1.9 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM POLKTON,
 FA1244'0.2 MILE WEST OF MILEPOST 284, OPPOSITE SIGNAL F 2842, IN THE TOP
 FA1244'OF THE CONCRETE BASE OF A TRANSFORMER, 10 FEET NORTH OF THE
 FA1244'CENTERLINE OF THE TRACK AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.
 FA1244
 FA1244                          STATION RECOVERY (2003)
 FA1244
 FA1244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA1244'THE STATION WAS NOT FOUND.  THERE WAS NO EVIDENCE OF THE TRANSFORMER
 FA1244'FOUNDATION OR OF SIGNAL F 2842, (FROM THE 1967 DESCRIPTION) .
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0496 ***********************************************************************
 EB0496  DESIGNATION -  B 53
 EB0496  PID         -  EB0496
 EB0496  STATE/COUNTY-  NC/COLUMBUS
 EB0496  USGS QUAD   -  CERRO GORDO (1986)
 EB0496
 EB0496                         *CURRENT SURVEY CONTROL
 EB0496  ___________________________________________________________________
 EB0496* NAD 83(1986)-  34 19 19.     (N)    078 59 44.     (W)     SCALED    
 EB0496* NAVD 88     -        25.597  (meters)      83.98   (feet)  POSTED    
 EB0496  ___________________________________________________________________
 EB0496  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 EB0496  DYNAMIC HT  -          25.570 (meters)      83.89  (feet)  COMP
 EB0496  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 EB0496
 EB0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EB0496
 EB0496.The horizontal coordinates were scaled from a topographic map and have
 EB0496.an estimated accuracy of +/- 6 seconds.
 EB0496
 EB0496.The orthometric height was determined by differential leveling
 EB0496.and adjusted by the  in 1992.
 EB0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EB0496.rate of 0.0 thru 1.0 mm/km.
 EB0496
 EB0496.The geoid height was determined by GEOID03.
 EB0496
 EB0496.The dynamic height is computed by dividing the NAVD 88
 EB0496.geopotential number by the normal gravity value computed on the
 EB0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0496.degrees latitude (g = 980.6199 gals.).
 EB0496
 EB0496.The modeled gravity was interpolated from observed gravity values.
 EB0496
 EB0496;                    North         East    Units  Estimated Accuracy
 EB0496;SPC NC       -    63,450.      610,010.      MT  (+/- 180 meters Scaled)
 EB0496
 EB0496                          SUPERSEDED SURVEY CONTROL
 EB0496
 EB0496  NGVD 29 (??/??/92)   25.899  (m)           84.97   (f) ADJ UNCH    1 2
 EB0496
 EB0496.Superseded values are not recommended for survey control.
 EB0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0496.See file dsdata.txt to determine how the superseded data were derived.
 EB0496
 EB0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT844996(NAD 83)
 EB0496_MARKER: DB = BENCH MARK DISK
 EB0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0496_STAMPING: 84.741 B 53 1933
 EB0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0496+STABILITY: SURFACE MOTION
 EB0496
 EB0496  HISTORY     - Date     Condition        Report By
 EB0496  HISTORY     - 1933     MONUMENTED       CGS
 EB0496  HISTORY     - 1934     GOOD             NGS
 EB0496  HISTORY     - 1979     MARK NOT FOUND   NGS
 EB0496
 EB0496                          STATION DESCRIPTION
 EB0496
 EB0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EB0496'2.3 MI E FROM FAIR BLUFF.
 EB0496'2.3 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0496'FAIR BLUFF, 129 FEET EAST OF MILEPOST W 63, 186 FEET WEST OF A
 EB0496'ROAD CROSSING, AND 20 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 EB0496'DISK, STAMPED 84.741 B 53 1933 AND SET IN THE TOP OF A CONCRETE
 EB0496'POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 EB0496
 EB0496                          STATION RECOVERY (1979)
 EB0496
 EB0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0496'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1619 ***********************************************************************
 FB1619  DESIGNATION -  B 54
 FB1619  PID         -  FB1619
 FB1619  STATE/COUNTY-  NC/CHEROKEE
 FB1619  USGS QUAD   -  MARBLE (1990)
 FB1619
 FB1619                         *CURRENT SURVEY CONTROL
 FB1619  ___________________________________________________________________
 FB1619* NAD 83(1986)-  35 09 20.     (N)    083 57 26.     (W)     SCALED    
 FB1619* NAVD 88     -       491.099  (meters)    1611.21   (feet)  ADJUSTED  
 FB1619  ___________________________________________________________________
 FB1619  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FB1619  DYNAMIC HT  -         490.594 (meters)    1609.56  (feet)  COMP
 FB1619  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 FB1619
 FB1619  VERT ORDER  -  SECOND    CLASS 0
 FB1619
 FB1619.The horizontal coordinates were scaled from a topographic map and have
 FB1619.an estimated accuracy of +/- 6 seconds.
 FB1619
 FB1619.The orthometric height was determined by differential leveling
 FB1619.and adjusted in June 1991.
 FB1619
 FB1619.The geoid height was determined by GEOID03.
 FB1619
 FB1619.The dynamic height is computed by dividing the NAVD 88
 FB1619.geopotential number by the normal gravity value computed on the
 FB1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1619.degrees latitude (g = 980.6199 gals.).
 FB1619
 FB1619.The modeled gravity was interpolated from observed gravity values.
 FB1619
 FB1619;                    North         East    Units  Estimated Accuracy
 FB1619;SPC NC       -   167,190.      158,170.      MT  (+/- 180 meters Scaled)
 FB1619
 FB1619                          SUPERSEDED SURVEY CONTROL
 FB1619
 FB1619  NGVD 29 (??/??/92)  491.128  (m)         1611.31   (f) ADJ UNCH    2 0
 FB1619
 FB1619.Superseded values are not recommended for survey control.
 FB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1619.See file dsdata.txt to determine how the superseded data were derived.
 FB1619
 FB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU306942(NAD 83)
 FB1619_MARKER: DB = BENCH MARK DISK
 FB1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1619_STAMPING: B 54 1933
 FB1619_PROJECTION: FLUSH
 FB1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1619+STABILITY: SURFACE MOTION
 FB1619
 FB1619  HISTORY     - Date     Condition        Report By
 FB1619  HISTORY     - 1933     MONUMENTED       CGS
 FB1619  HISTORY     - 1934     GOOD             NGS
 FB1619  HISTORY     - 19890510 MARK NOT FOUND   NCGS
 FB1619
 FB1619                          STATION DESCRIPTION
 FB1619
 FB1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1619'6.7 MI NE FROM MURPHY.
 FB1619'6.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB1619'AT MURPHY, CHEROKEE COUNTY, AT MALTBY, 606 YARDS SOUTHWEST OF
 FB1619'MILEPOST 115, AT A ROAD CROSSING, 20 FEET NORTHWEST OF THE
 FB1619'NORTHWEST RAIL, 15 FEET SOUTHWEST OF THE ROAD, AND LEVEL WITH
 FB1619'THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED B 54 1933 AND SET
 FB1619'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 FB1619
 FB1619                          STATION RECOVERY (1989)
 FB1619
 FB1619'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (WCB)
 FB1619'THE ROAD IS NO LONGER THERE AND THE CREEK HAS BEEN DREDGED.  STATION
 FB1619'MAY BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0443 ***********************************************************************
 FB0443  DESIGNATION -  B 56
 FB0443  PID         -  FB0443
 FB0443  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0443  USGS QUAD   -  ROSMAN (1990)
 FB0443
 FB0443                         *CURRENT SURVEY CONTROL
 FB0443  ___________________________________________________________________
 FB0443* NAD 83(1986)-  35 09 04.     (N)    082 48 40.     (W)     SCALED    
 FB0443* NAVD 88     -       666.445  (meters)    2186.49   (feet)  ADJUSTED  
 FB0443  ___________________________________________________________________
 FB0443  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 FB0443  DYNAMIC HT  -         665.717 (meters)    2184.11  (feet)  COMP
 FB0443  MODELED GRAV-     979,520.2   (mgal)                       NAVD 88
 FB0443
 FB0443  VERT ORDER  -  SECOND    CLASS 0
 FB0443
 FB0443.The horizontal coordinates were scaled from a topographic map and have
 FB0443.an estimated accuracy of +/- 6 seconds.
 FB0443
 FB0443.The orthometric height was determined by differential leveling
 FB0443.and adjusted in June 1991.
 FB0443
 FB0443.The geoid height was determined by GEOID03.
 FB0443
 FB0443.The dynamic height is computed by dividing the NAVD 88
 FB0443.geopotential number by the normal gravity value computed on the
 FB0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0443.degrees latitude (g = 980.6199 gals.).
 FB0443
 FB0443.The modeled gravity was interpolated from observed gravity values.
 FB0443
 FB0443;                    North         East    Units  Estimated Accuracy
 FB0443;SPC NC       -   162,090.      262,460.      MT  (+/- 180 meters Scaled)
 FB0443
 FB0443                          SUPERSEDED SURVEY CONTROL
 FB0443
 FB0443  NGVD 29 (??/??/92)  666.473  (m)         2186.59   (f) ADJ UNCH    2 0
 FB0443
 FB0443.Superseded values are not recommended for survey control.
 FB0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0443.See file dsdata.txt to determine how the superseded data were derived.
 FB0443
 FB0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU350913(NAD 83)
 FB0443_MARKER: DB = BENCH MARK DISK
 FB0443_SETTING: 0 = UNSPECIFIED SETTING
 FB0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0443_STAMPING: 2186.964 B 56 1934
 FB0443_PROJECTION: FLUSH
 FB0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0443+STABILITY: SURFACE MOTION
 FB0443
 FB0443  HISTORY     - Date     Condition        Report By
 FB0443  HISTORY     - 1934     MONUMENTED       CGS
 FB0443  HISTORY     - 1935     GOOD             NGS
 FB0443  HISTORY     - 19840101 SEE DESCRIPTION  NCGS
 FB0443
 FB0443                          STATION DESCRIPTION
 FB0443
 FB0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB0443'1.1 MI E FROM ROSMAN.
 FB0443'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM ROSMAN, TRANSYLVANIA
 FB0443'COUNTY, 9 YARDS EAST OF TRESTLE 30.0, 1 YARD NORTH OF MILEPOST
 FB0443'30, AND 4 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND SET IN
 FB0443'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FB0443
 FB0443                          STATION RECOVERY (1984)
 FB0443
 FB0443'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (PAC)
 FB0443'SEARCHED FOR, BUT NOT FOUND. RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1219 ***********************************************************************
 FB1219  DESIGNATION -  B 57
 FB1219  PID         -  FB1219
 FB1219  STATE/COUNTY-  NC/SWAIN
 FB1219  USGS QUAD   -  SMOKEMONT (1987)
 FB1219
 FB1219                         *CURRENT SURVEY CONTROL
 FB1219  ___________________________________________________________________
 FB1219* NAD 83(1986)-  35 35 17.     (N)    083 21 54.     (W)     SCALED    
 FB1219* NAVD 88     -       872.168  (meters)    2861.44   (feet)  ADJUSTED  
 FB1219  ___________________________________________________________________
 FB1219  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 FB1219  DYNAMIC HT  -         871.202 (meters)    2858.27  (feet)  COMP
 FB1219  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 FB1219
 FB1219  VERT ORDER  -  SECOND    CLASS 0
 FB1219
 FB1219.The horizontal coordinates were scaled from a topographic map and have
 FB1219.an estimated accuracy of +/- 6 seconds.
 FB1219
 FB1219.The orthometric height was determined by differential leveling
 FB1219.and adjusted in June 1991.
 FB1219
 FB1219.The geoid height was determined by GEOID03.
 FB1219
 FB1219.The dynamic height is computed by dividing the NAVD 88
 FB1219.geopotential number by the normal gravity value computed on the
 FB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1219.degrees latitude (g = 980.6199 gals.).
 FB1219
 FB1219.The modeled gravity was interpolated from observed gravity values.
 FB1219
 FB1219;                    North         East    Units  Estimated Accuracy
 FB1219;SPC NC       -   212,590.      214,170.      MT  (+/- 180 meters Scaled)
 FB1219
 FB1219                          SUPERSEDED SURVEY CONTROL
 FB1219
 FB1219  NGVD 29 (??/??/92)  872.170  (m)         2861.44   (f) ADJ UNCH    2 0
 FB1219
 FB1219.Superseded values are not recommended for survey control.
 FB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1219.See file dsdata.txt to determine how the superseded data were derived.
 FB1219
 FB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV857408(NAD 83)
 FB1219_MARKER: DB = BENCH MARK DISK
 FB1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1219_STAMPING: B 57 1934
 FB1219_MARK LOGO: CGS   
 FB1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1219+STABILITY: SURFACE MOTION
 FB1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1219+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004
 FB1219
 FB1219  HISTORY     - Date     Condition        Report By
 FB1219  HISTORY     - 1934     MONUMENTED       CGS
 FB1219  HISTORY     - 1963     GOOD             USGS
 FB1219  HISTORY     - 20040611 GOOD             NCGS
 FB1219
 FB1219                          STATION DESCRIPTION
 FB1219
 FB1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB1219'3.8 MI NW FROM SMOKEMONT.
 FB1219'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 107 FROM SMOKEMONT,
 FB1219'SWAIN COUNTY, 0.6 MILE NORTHWEST OF A CIVILIAN CONSERVATION
 FB1219'CORPS CAMP, 200 FEET NORTH OF A SHALLOW CUT, 38 FEET EAST OF
 FB1219'AN 18-INCH CORRUGATED IRON PIPE CULVERT, 35 FEET SOUTH OF THE
 FB1219'CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.
 FB1219'A STANDARD DISK, STAMPED B 57 1934 AND SET IN THE TOP OF A
 FB1219'CONCRETE POST.
 FB1219
 FB1219                          STATION RECOVERY (1963)
 FB1219
 FB1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1219'RECOVERED IN GOOD CONDITION.
 FB1219
 FB1219                          STATION RECOVERY (2004)
 FB1219
 FB1219'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB1219'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW RECESSED 2-FT
 FB1219'BELOW THE GROUND AND ENCASED IN A 30-INCH (76 CM) CONCRETE PIPE TO
 FB1219'ALLOW ACCESS.  A NEW DESCRIPTION FOLLOWS.
 FB1219' 
 FB1219'PROCEED ALONG US 441 FOR 3.55 MI (5.71 KM) NORTH-NORTHEAST FROM US 19
 FB1219'(IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER) TO
 FB1219'THE OCONALUFTEE WELCOME CENTER.  CONTINUE NORTH-NORTHWEST ON US 441
 FB1219'FOR 7.4 MI (11.9 KM) TO STATION IN THE LEFT SHOULDER.
 FB1219' 
 FB1219'MARK IS ABOUT 3-FEET LOWER THAN US 441 AND RECESSED 24-INCHES.
 FB1219'LOCATED 31.5 FT (9.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 441,
 FB1219'26.5 FT (8.1 M) EAST OF THE EAST END OF A STONE CULVERT HEADWALL--AND
 FB1219'13.5 FT (4.1 M) NORTHEAST OF A 14-INCH (36 CM) CHERRY, 24.1 FT (7.3 M)
 FB1219'NORTHWEST OF A 12-INCH (30 CM) RED OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1001 ***********************************************************************
 FB1001  DESIGNATION -  B 58
 FB1001  PID         -  FB1001
 FB1001  STATE/COUNTY-  NC/MADISON
 FB1001  USGS QUAD   -  FINES CREEK (1976)
 FB1001
 FB1001                         *CURRENT SURVEY CONTROL
 FB1001  ___________________________________________________________________
 FB1001* NAD 83(1986)-  35 43 05.     (N)    082 52 51.     (W)     SCALED    
 FB1001* NAVD 88     -       876.591  (meters)    2875.95   (feet)  ADJUSTED  
 FB1001  ___________________________________________________________________
 FB1001  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 FB1001  DYNAMIC HT  -         875.671 (meters)    2872.93  (feet)  COMP
 FB1001  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 FB1001
 FB1001  VERT ORDER  -  SECOND    CLASS 0
 FB1001
 FB1001.The horizontal coordinates were scaled from a topographic map and have
 FB1001.an estimated accuracy of +/- 6 seconds.
 FB1001
 FB1001.The orthometric height was determined by differential leveling
 FB1001.and adjusted in June 1991.
 FB1001
 FB1001.The geoid height was determined by GEOID03.
 FB1001
 FB1001.The dynamic height is computed by dividing the NAVD 88
 FB1001.geopotential number by the normal gravity value computed on the
 FB1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1001.degrees latitude (g = 980.6199 gals.).
 FB1001
 FB1001.The modeled gravity was interpolated from observed gravity values.
 FB1001
 FB1001;                    North         East    Units  Estimated Accuracy
 FB1001;SPC NC       -   225,180.      258,570.      MT  (+/- 180 meters Scaled)
 FB1001
 FB1001                          SUPERSEDED SURVEY CONTROL
 FB1001
 FB1001  NGVD 29 (??/??/92)  876.657  (m)         2876.17   (f) ADJ UNCH    2 0
 FB1001
 FB1001.Superseded values are not recommended for survey control.
 FB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1001.See file dsdata.txt to determine how the superseded data were derived.
 FB1001
 FB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV298543(NAD 83)
 FB1001_MARKER: DB = BENCH MARK DISK
 FB1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1001_STAMPING: B 58 1934
 FB1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1001+STABILITY: SURFACE MOTION
 FB1001
 FB1001  HISTORY     - Date     Condition        Report By
 FB1001  HISTORY     - 1934     MONUMENTED       CGS
 FB1001  HISTORY     - 1935     GOOD             NGS
 FB1001
 FB1001                          STATION DESCRIPTION
 FB1001
 FB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB1001'17.8 MI S FROM HOT SPRINGS.
 FB1001'17.8 MILES SOUTH ALONG STATE HIGHWAY 209 FROM HOT SPRINGS,
 FB1001'1.6 MILES SOUTH OF THE POST OFFICE AT LUCK, 0.4 MILE SOUTH OF
 FB1001'THE BRIDGE OVER SPRING CREEK, NEAR THE FOOT OF THE NORTH SIDE
 FB1001'OF DOGGETT MOUNTAIN, 27 YARDS SOUTH OF AN OLD SCHOOLHOUSE
 FB1001'(NOW USED AS A DWELLING) WEST OF THE HIGHWAY, AND 8 YARDS EAST
 FB1001'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 FB1001'B 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3090 ***********************************************************************
 GA3090  DESIGNATION -  B 59
 GA3090  PID         -  GA3090
 GA3090  STATE/COUNTY-  NC/MADISON
 GA3090  USGS QUAD   -  GREYSTONE (1978)
 GA3090
 GA3090                         *CURRENT SURVEY CONTROL
 GA3090  ___________________________________________________________________
 GA3090* NAD 83(1986)-  36 00 05.     (N)    082 37 37.     (W)     SCALED    
 GA3090* NAVD 88     -       826.324  (meters)    2711.03   (feet)  ADJUSTED  
 GA3090  ___________________________________________________________________
 GA3090  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 GA3090  DYNAMIC HT  -         825.488 (meters)    2708.29  (feet)  COMP
 GA3090  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 GA3090
 GA3090  VERT ORDER  -  SECOND    CLASS 0
 GA3090
 GA3090.The horizontal coordinates were scaled from a topographic map and have
 GA3090.an estimated accuracy of +/- 6 seconds.
 GA3090
 GA3090.The orthometric height was determined by differential leveling
 GA3090.and adjusted in June 1991.
 GA3090
 GA3090.The geoid height was determined by GEOID03.
 GA3090
 GA3090.The dynamic height is computed by dividing the NAVD 88
 GA3090.geopotential number by the normal gravity value computed on the
 GA3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3090.degrees latitude (g = 980.6199 gals.).
 GA3090
 GA3090.The modeled gravity was interpolated from observed gravity values.
 GA3090
 GA3090;                    North         East    Units  Estimated Accuracy
 GA3090;SPC NC       -   255,730.      282,680.      MT  (+/- 180 meters Scaled)
 GA3090
 GA3090                          SUPERSEDED SURVEY CONTROL
 GA3090
 GA3090  NGVD 29 (??/??/92)  826.426  (m)         2711.37   (f) ADJ UNCH    2 0
 GA3090
 GA3090.Superseded values are not recommended for survey control.
 GA3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3090.See file dsdata.txt to determine how the superseded data were derived.
 GA3090
 GA3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV533853(NAD 83)
 GA3090_MARKER: DB = BENCH MARK DISK
 GA3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3090_STAMPING: B 59 1934
 GA3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3090+STABILITY: SURFACE MOTION
 GA3090
 GA3090  HISTORY     - Date     Condition        Report By
 GA3090  HISTORY     - 1934     MONUMENTED       CGS
 GA3090  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA3090
 GA3090                          STATION DESCRIPTION
 GA3090
 GA3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA3090'9.3 MI NE FROM WHITEROCK.
 GA3090'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 212 FROM THE SCHOOL
 GA3090'AT WHITEROCK, MADISON COUNTY, 1.9 MILES SOUTHWEST OF THE NORTH
 GA3090'CAROLINA-TENNESSEE STATE LINE, OPPOSITE THE WORLEY SHELTON
 GA3090'HOUSE, AND 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 GA3090'STANDARD DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE
 GA3090'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1789 ***********************************************************************
 AI1789  DESIGNATION -  B 6
 AI1789  PID         -  AI1789
 AI1789  STATE/COUNTY-  NC/RANDOLPH
 AI1789  USGS QUAD   -  BENNETT (1968)
 AI1789
 AI1789                         *CURRENT SURVEY CONTROL
 AI1789  ___________________________________________________________________
 AI1789* NAD 83(2007)-  35 32 49.06870(N)    079 36 25.41741(W)     ADJUSTED  
 AI1789* NAVD 88     -       136.8    (meters)     449.     (feet)  GPS OBS   
 AI1789  ___________________________________________________________________
 AI1789  EPOCH DATE  -        2002.00
 AI1789  X           -     937,252.092 (meters)                     COMP
 AI1789  Y           -  -5,110,231.607 (meters)                     COMP
 AI1789  Z           -   3,687,470.481 (meters)                     COMP
 AI1789  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AI1789  ELLIP HEIGHT-         106.133 (meters)          (02/10/07) ADJUSTED
 AI1789  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 AI1789
 AI1789  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1789  Type    PID    Designation                      North   East  Ellip
 AI1789  -------------------------------------------------------------------
 AI1789  NETWORK AI1789 B 6                               1.45   1.16   2.70
 AI1789  -------------------------------------------------------------------
 AI1789
 AI1789.The horizontal coordinates were established by GPS observations
 AI1789.and adjusted by the National Geodetic Survey in February 2007.
 AI1789
 AI1789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1789.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1789.The horizontal coordinates are valid at the epoch date displayed above.
 AI1789.The epoch date for horizontal control is a decimal equivalence
 AI1789.of Year/Month/Day.
 AI1789
 AI1789.The orthometric height was determined by GPS observations and a
 AI1789.high-resolution geoid model.
 AI1789
 AI1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1789
 AI1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1789
 AI1789.The ellipsoidal height was determined by GPS observations
 AI1789.and is referenced to NAD 83.
 AI1789
 AI1789.The geoid height was determined by GEOID03.
 AI1789
 AI1789;                    North         East     Units Scale Factor Converg.
 AI1789;SPC NC       -   199,506.623   554,561.706   MT  0.99988582   -0 21 01.4
 AI1789;SPC NC       -   654,547.98  1,819,424.53   sFT  0.99988582   -0 21 01.4
 AI1789;UTM  17      - 3,934,594.365   626,260.502   MT  0.99979645   +0 48 35.7
 AI1789
 AI1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1789!SPC NC       -   0.99998334  x   0.99988582  =   0.99986916
 AI1789!UTM  17      -   0.99998334  x   0.99979645  =   0.99977980
 AI1789
 AI1789                          SUPERSEDED SURVEY CONTROL
 AI1789
 AI1789  NAD 83(2001)-  35 32 49.06877(N)    079 36 25.41777(W) AD(       ) 1
 AI1789  ELLIP H (03/13/03)  106.150  (m)                       GP(       ) 4 2
 AI1789  NAD 83(1986)-  35 32 49.07535(N)    079 36 25.42556(W) AD(       ) 1
 AI1789
 AI1789.Superseded values are not recommended for survey control.
 AI1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1789.See file dsdata.txt to determine how the superseded data were derived.
 AI1789
 AI1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2626134594(NAD 83)
 AI1789_MARKER: DB = BENCH MARK DISK
 AI1789_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1789_SP_SET: CONCRETE CURB
 AI1789_STAMPING: B 6 30TH ENGINEERS 1963 449.7
 AI1789_MARK LOGO: USGS  
 AI1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1789+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1989
 AI1789
 AI1789  HISTORY     - Date     Condition        Report By
 AI1789  HISTORY     - 1963     MONUMENTED       USE
 AI1789  HISTORY     - 19890427 GOOD             NCGS
 AI1789
 AI1789                          STATION DESCRIPTION
 AI1789
 AI1789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1789'STATION IS LOCATED ABOUT 10.38 KM (6.45 MI) SOUTH OF COLERIDGE AND 6.1
 AI1789'KM (3.80 MI) WEST-SOUTHWEST OF BENNETT. ALONG SR 1002 (HOWARDS MILL
 AI1789'AND BENNETT RD) FOR 6.2 KM (3.85 MI) WEST-SOUTHWEST FROM NC 22-42 (IN
 AI1789'BENNETT) TO SR 2873 (RIVERSIDE ROAD), IN THE SOUTH END OF A CONCRETE
 AI1789'CURB AROUND AN EARTH TRAFFIC ISLAND. MARK IS ABOUT LEVEL WITH ROAD.
 AI1789'LOCATED 10.70 M (35.10 FT) NORTH OF THE CENTERLINE OF SR 1002, 14.15 M
 AI1789'(46.42 FT) SOUTH OF THE NORTH END OF THE TRAFFIC ISLAND, AND 36.52 M
 AI1789'(119.82 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0015 ***********************************************************************
 FB0015  DESIGNATION -  B 60
 FB0015  PID         -  FB0015
 FB0015  STATE/COUNTY-  NC/MITCHELL
 FB0015  USGS QUAD   -  LITTLE SWITZERLAND (1994)
 FB0015
 FB0015                         *CURRENT SURVEY CONTROL
 FB0015  ___________________________________________________________________
 FB0015* NAD 83(1986)-  35 50 33.     (N)    082 02 35.     (W)     SCALED    
 FB0015* NAVD 88     -       737.088  (meters)    2418.26   (feet)  ADJUSTED  
 FB0015  ___________________________________________________________________
 FB0015  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FB0015  DYNAMIC HT  -         736.345 (meters)    2415.83  (feet)  COMP
 FB0015  MODELED GRAV-     979,600.2   (mgal)                       NAVD 88
 FB0015
 FB0015  VERT ORDER  -  SECOND    CLASS 0
 FB0015
 FB0015.The horizontal coordinates were scaled from a topographic map and have
 FB0015.an estimated accuracy of +/- 6 seconds.
 FB0015
 FB0015.The orthometric height was determined by differential leveling
 FB0015.and adjusted in June 1991.
 FB0015
 FB0015.The geoid height was determined by GEOID03.
 FB0015
 FB0015.The dynamic height is computed by dividing the NAVD 88
 FB0015.geopotential number by the normal gravity value computed on the
 FB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0015.degrees latitude (g = 980.6199 gals.).
 FB0015
 FB0015.The modeled gravity was interpolated from observed gravity values.
 FB0015
 FB0015;                    North         East    Units  Estimated Accuracy
 FB0015;SPC NC       -   236,340.      334,750.      MT  (+/- 180 meters Scaled)
 FB0015
 FB0015                          SUPERSEDED SURVEY CONTROL
 FB0015
 FB0015  NGVD 29 (??/??/92)  737.162  (m)         2418.51   (f) ADJ UNCH    2 0
 FB0015
 FB0015.Superseded values are not recommended for survey control.
 FB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0015.See file dsdata.txt to determine how the superseded data were derived.
 FB0015
 FB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV058669(NAD 83)
 FB0015_MARKER: DB = BENCH MARK DISK
 FB0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0015_SP_SET: TUNNEL
 FB0015_STAMPING: B 60 1934
 FB0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0015
 FB0015  HISTORY     - Date     Condition        Report By
 FB0015  HISTORY     - 1934     MONUMENTED       CGS
 FB0015  HISTORY     - 1936     GOOD             NGS
 FB0015
 FB0015                          STATION DESCRIPTION
 FB0015
 FB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0015'0.6 MI S FROM SWITZERLAND.
 FB0015'0.6 MILE SOUTH ALONG THE CLINCHFIELD RAILROAD FROM SWITZERLAND,
 FB0015'MITCHELL COUNTY, 1-1/2 FEET SOUTH OF THE NORTH END OF QUINNS KNOB
 FB0015'TUNNEL, IN THE WEST CONCRETE WALL, 6 FEET WEST OF THE CENTERLINE
 FB0015'OF THE TRACK, AND 3 FEET HIGHER THAN THE GROUND, AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1025 ***********************************************************************
 FA1025  DESIGNATION -  B 61
 FA1025  PID         -  FA1025
 FA1025  STATE/COUNTY-  NC/AVERY
 FA1025  USGS QUAD   -  LINVILLE FALLS (1994)
 FA1025
 FA1025                         *CURRENT SURVEY CONTROL
 FA1025  ___________________________________________________________________
 FA1025* NAD 83(1986)-  35 58 38.     (N)    081 57 21.     (W)     SCALED    
 FA1025* NAVD 88     -      1027.568  (meters)    3371.28   (feet)  ADJUSTED  
 FA1025  ___________________________________________________________________
 FA1025  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FA1025  DYNAMIC HT  -        1026.465 (meters)    3367.66  (feet)  COMP
 FA1025  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 FA1025
 FA1025  VERT ORDER  -  SECOND    CLASS II
 FA1025
 FA1025.The horizontal coordinates were scaled from a topographic map and have
 FA1025.an estimated accuracy of +/- 6 seconds.
 FA1025
 FA1025.The orthometric height was determined by differential leveling
 FA1025.and adjusted in June 1991.
 FA1025
 FA1025.The geoid height was determined by GEOID03.
 FA1025
 FA1025.The dynamic height is computed by dividing the NAVD 88
 FA1025.geopotential number by the normal gravity value computed on the
 FA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1025.degrees latitude (g = 980.6199 gals.).
 FA1025
 FA1025.The modeled gravity was interpolated from observed gravity values.
 FA1025
 FA1025;                    North         East    Units  Estimated Accuracy
 FA1025;SPC NC       -   251,040.      343,070.      MT  (+/- 180 meters Scaled)
 FA1025
 FA1025                          SUPERSEDED SURVEY CONTROL
 FA1025
 FA1025  NGVD 29 (??/??/92) 1027.625  (m)         3371.47   (f) ADJ UNCH    2 0
 FA1025
 FA1025.Superseded values are not recommended for survey control.
 FA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1025.See file dsdata.txt to determine how the superseded data were derived.
 FA1025
 FA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV138818(NAD 83)
 FA1025_MARKER: DB = BENCH MARK DISK
 FA1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1025_STAMPING: B 61 1934
 FA1025_MARK LOGO: CGS   
 FA1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1025+STABILITY: SURFACE MOTION
 FA1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1025+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 FA1025
 FA1025  HISTORY     - Date     Condition        Report By
 FA1025  HISTORY     - 1934     MONUMENTED       CGS
 FA1025  HISTORY     - 1961     GOOD             NGS
 FA1025  HISTORY     - 1974     GOOD             NCDOT
 FA1025  HISTORY     - 20000913 GOOD             NCGS
 FA1025  HISTORY     - 20020514 GOOD             NCGS
 FA1025
 FA1025                          STATION DESCRIPTION
 FA1025
 FA1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FA1025'1.8 MI NW FROM LINVILLE FALLS.
 FA1025'IN AVERY COUNTY, 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 221
 FA1025'FROM LINVILLE FALLS, BURKE COUNTY, 100 YARDS EAST OF THE JUNCTION
 FA1025'OF A ROAD LEADING TO SPRUCE PINE, 17 YARDS EAST OF A 24-INCH
 FA1025'CORRUGATED IRON PIPE CULVERT, 19 YARDS NORTH OF THE CENTERLINE
 FA1025'OF THE HIGHWAY, AT A FENCE, AND 5 FEET EAST OF A POLE.  A STANDARD
 FA1025'DISK, STAMPED B 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 FA1025
 FA1025                          STATION RECOVERY (1974)
 FA1025
 FA1025'RECOVERY NOTE BY 
NC DOT 1974
 FA1025'RECOVERED IN GOOD CONDITION.
 FA1025
 FA1025                          STATION RECOVERY (2000)
 FA1025
 FA1025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FA1025'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTHWEST OF LINVILLE FALLS.
 FA1025'AT THE JUNCTION OF US 221 AND NC 194 IN THE SOUTHEAST QUADRANT.
 FA1025'MARK IS ABOUT 1-FOOT HIGHER THAN US 221 AND PROJECTS 2-INCHES ABOVE
 FA1025'THE GROUND.  LOCATED 61.6 FT (18.8 M) EAST-SOUTHEAST OF THE CENTERLINE
 FA1025'OF US 221, 392 FT (119.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 FA1025'INTERSECTION OF US 221 AND NC 194, 4.4 FT (1.3 M) WEST-NORTHWEST OF
 FA1025'OLD BARBED WIRE FENCE, 29.9 FT (9.1 M) SOUTHWEST OF THE SOUTHWEST
 FA1025'CORNER OF AN OLD FARM SHED, ---8.1 FT SOUTH-SOUTHEAST OF A 16-INCH
 FA1025'CHERRY TREE, 26.3 FT (8.0 M) EAST OF A 30-INCH POPLAR TREE, AND 10.2
 FA1025'FT (3.1 M) SOUTHWEST OF A 10-INCH DOGWOOD TREE--- ALL THREE WITH
 FA1025'REFERENCE TAGS.
 FA1025
 FA1025                          STATION RECOVERY (2002)
 FA1025
 FA1025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA1025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0161 ***********************************************************************
 FY0161  DESIGNATION -  B 66
 FY0161  PID         -  FY0161
 FY0161  STATE/COUNTY-  NC/WARREN
 FY0161  USGS QUAD   -  BRACEY (1979)
 FY0161
 FY0161                         *CURRENT SURVEY CONTROL
 FY0161  ___________________________________________________________________
 FY0161* NAD 83(1986)-  36 30 25.     (N)    078 10 00.     (W)     SCALED    
 FY0161* NAVD 88     -       106.687  (meters)     350.02   (feet)  ADJUSTED  
 FY0161  ___________________________________________________________________
 FY0161  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 FY0161  DYNAMIC HT  -         106.600 (meters)     349.74  (feet)  COMP
 FY0161  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 FY0161
 FY0161  VERT ORDER  -  SECOND    CLASS 0
 FY0161
 FY0161.The horizontal coordinates were scaled from a topographic map and have
 FY0161.an estimated accuracy of +/- 6 seconds.
 FY0161
 FY0161.The orthometric height was determined by differential leveling
 FY0161.and adjusted in June 1991.
 FY0161
 FY0161.The geoid height was determined by GEOID03.
 FY0161
 FY0161.The dynamic height is computed by dividing the NAVD 88
 FY0161.geopotential number by the normal gravity value computed on the
 FY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0161.degrees latitude (g = 980.6199 gals.).
 FY0161
 FY0161.The modeled gravity was interpolated from observed gravity values.
 FY0161
 FY0161;                    North         East    Units  Estimated Accuracy
 FY0161;SPC NC       -   306,170.      684,260.      MT  (+/- 180 meters Scaled)
 FY0161
 FY0161                          SUPERSEDED SURVEY CONTROL
 FY0161
 FY0161  NGVD 29 (??/??/92)  107.006  (m)          351.07   (f) ADJ UNCH    2 0
 FY0161
 FY0161.Superseded values are not recommended for survey control.
 FY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0161.See file dsdata.txt to determine how the superseded data were derived.
 FY0161
 FY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA537439(NAD 83)
 FY0161_MARKER: DB = BENCH MARK DISK
 FY0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY0161_SP_SET: MASSIVE STRUCTURE
 FY0161_STAMPING: 351.020 B 66 1934
 FY0161_MARK LOGO: CGS   
 FY0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY0161+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 FY0161
 FY0161  HISTORY     - Date     Condition        Report By
 FY0161  HISTORY     - 1934     MONUMENTED       CGS
 FY0161  HISTORY     - 1960     GOOD             NGS
 FY0161  HISTORY     - 1961     GOOD             NGS
 FY0161  HISTORY     - 19990301 GOOD             NCGS
 FY0161  HISTORY     - 20050303 GOOD             GEOCAC
 FY0161
 FY0161                          STATION DESCRIPTION
 FY0161
 FY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FY0161'1.3 MI N FROM WISE.
 FY0161'1.3 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 FY0161'STATION AT WISE, WARREN COUNTY, 32 YARDS EAST OF THE CENTERLINE
 FY0161'OF A DIRT ROAD, AT THE WARREN COUNTY ELEMENTARY SCHOOL, IN THE
 FY0161'WEST BRICK WALL, 35 YARDS SOUTHEAST OF THE MAIN ENTRANCE, 2 FEET
 FY0161'NORTHWEST OF THE SOUTHWEST CORNER, 4 FEET ABOVE THE LAWN, AND
 FY0161'SET VERTICALLY.
 FY0161
 FY0161                          STATION RECOVERY (1961)
 FY0161
 FY0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 FY0161'RECOVERED IN GOOD CONDITION.
 FY0161
 FY0161                          STATION RECOVERY (1999)
 FY0161
 FY0161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 FY0161'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  SCHOOL HAS
 FY0161'BEEN ABANDONED.
 FY0161
 FY0161                          STATION RECOVERY (2005)
 FY0161
 FY0161'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY0161'VISITED SITE. BUILDING IS ABANDONED. GROUNDS ARE SECURED BY A FENCE.
 FY0161'VERIFIED BY VIEWING DISK WITH BINOCULARS FROM A DISTANCE OF 40 FEET.
 FY0161'CONDITION GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1254 ***********************************************************************
 FX1254  DESIGNATION -  B 66
 FX1254  PID         -  FX1254
 FX1254  STATE/COUNTY-  NC/NORTHAMPTON
 FX1254  USGS QUAD   -  CONWAY (1973)
 FX1254
 FX1254                         *CURRENT SURVEY CONTROL
 FX1254  ___________________________________________________________________
 FX1254* NAD 83(1986)-  36 27 05.     (N)    077 13 06.     (W)     SCALED    
 FX1254* NAVD 88     -        22.717  (meters)      74.53   (feet)  POSTED    
 FX1254  ___________________________________________________________________
 FX1254  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 FX1254  DYNAMIC HT  -          22.700 (meters)      74.47  (feet)  COMP
 FX1254  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 FX1254
 FX1254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FX1254
 FX1254.The horizontal coordinates were scaled from a topographic map and have
 FX1254.an estimated accuracy of +/- 6 seconds.
 FX1254
 FX1254.The orthometric height was determined by differential leveling
 FX1254.and adjusted by the  in 1992.
 FX1254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FX1254.rate of 0.0 thru 1.0 mm/km.
 FX1254
 FX1254.The geoid height was determined by GEOID03.
 FX1254
 FX1254.The dynamic height is computed by dividing the NAVD 88
 FX1254.geopotential number by the normal gravity value computed on the
 FX1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1254.degrees latitude (g = 980.6199 gals.).
 FX1254
 FX1254.The modeled gravity was interpolated from observed gravity values.
 FX1254
 FX1254;                    North         East    Units  Estimated Accuracy
 FX1254;SPC NC       -   301,120.      769,330.      MT  (+/- 180 meters Scaled)
 FX1254
 FX1254                          SUPERSEDED SURVEY CONTROL
 FX1254
 FX1254  NGVD 29 (??/??/92)   23.062  (m)           75.66   (f) ADJ UNCH    2 0
 FX1254
 FX1254.Superseded values are not recommended for survey control.
 FX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1254.See file dsdata.txt to determine how the superseded data were derived.
 FX1254
 FX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF011363(NAD 83)
 FX1254_MARKER: DB = BENCH MARK DISK
 FX1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1254_STAMPING: B 66 1934
 FX1254_MARK LOGO: CGS   
 FX1254_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1254+STABILITY: SURFACE MOTION
 FX1254
 FX1254  HISTORY     - Date     Condition        Report By
 FX1254  HISTORY     - 1934     MONUMENTED       CGS
 FX1254  HISTORY     - 1935     GOOD             NGS
 FX1254  HISTORY     - 19850327 SEE DESCRIPTION  NCGS
 FX1254
 FX1254                          STATION DESCRIPTION
 FX1254
 FX1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1254'1.3 MI NE FROM CONWAY.
 FX1254'1.3 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1254'CONWAY, NORTHAMPTON COUNTY, 50 YARDS WEST OF STATE HIGHWAY 45,
 FX1254'45 FEET SOUTHEAST OF MILEPOST 64, 2 FEET SOUTH OF THE FIRST
 FX1254'POLE SOUTH OF A PRIVATE-ROAD CROSSING, 22 FEET EAST OF THE EAST
 FX1254'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 FX1254'ABOVE GROUND.
 FX1254
 FX1254                          STATION RECOVERY (1985)
 FX1254
 FX1254'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (LWA)
 FX1254'RECOVERED AS DESCRIBED BUT MARK IS LEANING. LOCATED 32.5 FT (9.9 M)
 FX1254'EAST OF THE EAST RAIL OF THE MAIN TRACK, 91.5 FT (27.9 M) SOUTHWEST OF
 FX1254'THE NORTHEAST CORNER OF A TIN WAREHOUSE, 107.0 FT (32.6 M) NORTHEAST
 FX1254'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 5.8 FT (1.8 M)
 FX1254'NORTH-NORTHEAST OF A RAILROAD CROSSING SIGN, 0.8 FT (24.4 CM) WEST OF
 FX1254'A WITNESS POST, AND 1.5 FT (0.5 M) EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0772 ***********************************************************************
 FX0772  DESIGNATION -  B 67
 FX0772  PID         -  FX0772
 FX0772  STATE/COUNTY-  NC/BERTIE
 FX0772  USGS QUAD   -  POWELLSVILLE (1982)
 FX0772
 FX0772                         *CURRENT SURVEY CONTROL
 FX0772  ___________________________________________________________________
 FX0772* NAD 83(1986)-  36 10 40.     (N)    076 56 17.     (W)     SCALED    
 FX0772* NAVD 88     -        19.149  (meters)      62.82   (feet)  POSTED    
 FX0772  ___________________________________________________________________
 FX0772  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 FX0772  DYNAMIC HT  -          19.130 (meters)      62.76  (feet)  COMP
 FX0772  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 FX0772
 FX0772  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FX0772
 FX0772.The horizontal coordinates were scaled from a topographic map and have
 FX0772.an estimated accuracy of +/- 6 seconds.
 FX0772
 FX0772.The orthometric height was determined by differential leveling
 FX0772.and adjusted by the  in 1992.
 FX0772.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FX0772.rate of 2.1 thru 3.0 mm/km.
 FX0772
 FX0772.The geoid height was determined by GEOID03.
 FX0772
 FX0772.The dynamic height is computed by dividing the NAVD 88
 FX0772.geopotential number by the normal gravity value computed on the
 FX0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0772.degrees latitude (g = 980.6199 gals.).
 FX0772
 FX0772.The modeled gravity was interpolated from observed gravity values.
 FX0772
 FX0772;                    North         East    Units  Estimated Accuracy
 FX0772;SPC NC       -   271,250.      795,080.      MT  (+/- 180 meters Scaled)
 FX0772
 FX0772                          SUPERSEDED SURVEY CONTROL
 FX0772
 FX0772  NGVD 29 (??/??/92)   19.482  (m)           63.92   (f) ADJ UNCH    2 0
 FX0772
 FX0772.Superseded values are not recommended for survey control.
 FX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0772.See file dsdata.txt to determine how the superseded data were derived.
 FX0772
 FX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF257054(NAD 83)
 FX0772_MARKER: DB = BENCH MARK DISK
 FX0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0772_STAMPING: 63.980 B 67 1934
 FX0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0772+STABILITY: SURFACE MOTION
 FX0772
 FX0772  HISTORY     - Date     Condition        Report By
 FX0772  HISTORY     - 1934     MONUMENTED       CGS
 FX0772  HISTORY     - 1942     GOOD             NGS
 FX0772  HISTORY     - 1977     MARK NOT FOUND   USGS
 FX0772
 FX0772                          STATION DESCRIPTION
 FX0772
 FX0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 FX0772'AT CREMO.
 FX0772'AT CREMO, BERTIE COUNTY, 27 FEET NORTH OF THE CAROLINA SOUTHERN
 FX0772'RAILWAY STATION, 50 YARDS SOUTHEAST OF THE PLANTERS NUT AND
 FX0772'CHOCOLATE CO. BUILDING, 40 FEET WEST OF A DIRT ROAD, 20 FEET
 FX0772'WEST OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX0772'ABOUT 2 INCHES ABOVE GROUND.
 FX0772
 FX0772                          STATION RECOVERY (1977)
 FX0772
 FX0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 FX0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0283 ***********************************************************************
 FY0283  DESIGNATION -  B 68
 FY0283  PID         -  FY0283
 FY0283  STATE/COUNTY-  NC/NASH
 FY0283  USGS QUAD   -  CASTALIA (1979)
 FY0283
 FY0283                         *CURRENT SURVEY CONTROL
 FY0283  ___________________________________________________________________
 FY0283* NAD 83(1986)-  36 05 35.     (N)    078 04 01.     (W)     SCALED    
 FY0283* NAVD 88     -        96.946  (meters)     318.06   (feet)  POSTED    
 FY0283  ___________________________________________________________________
 FY0283  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 FY0283  DYNAMIC HT  -          96.860 (meters)     317.78  (feet)  COMP
 FY0283  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 FY0283
 FY0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0283
 FY0283.The horizontal coordinates were scaled from a topographic map and have
 FY0283.an estimated accuracy of +/- 6 seconds.
 FY0283
 FY0283.The orthometric height was determined by differential leveling
 FY0283.and adjusted by the  in 1992.
 FY0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0283.rate of 0.0 thru 1.0 mm/km.
 FY0283
 FY0283.The geoid height was determined by GEOID03.
 FY0283
 FY0283.The dynamic height is computed by dividing the NAVD 88
 FY0283.geopotential number by the normal gravity value computed on the
 FY0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0283.degrees latitude (g = 980.6199 gals.).
 FY0283
 FY0283.The modeled gravity was interpolated from observed gravity values.
 FY0283
 FY0283;                    North         East    Units  Estimated Accuracy
 FY0283;SPC NC       -   260,320.      693,630.      MT  (+/- 180 meters Scaled)
 FY0283
 FY0283                          SUPERSEDED SURVEY CONTROL
 FY0283
 FY0283  NGVD 29 (??/??/92)   97.250  (m)          319.06   (f) ADJ UNCH    2 0
 FY0283
 FY0283.Superseded values are not recommended for survey control.
 FY0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0283.See file dsdata.txt to determine how the superseded data were derived.
 FY0283
 FY0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV640982(NAD 83)
 FY0283_MARKER: DB = BENCH MARK DISK
 FY0283_SETTING: 80 = SET IN A BOULDER
 FY0283_SP_SET: BOULDER
 FY0283_STAMPING: B 68 1934
 FY0283_MARK LOGO: CGS   
 FY0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0283+STABILITY: SURFACE MOTION
 FY0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY0283+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 FY0283
 FY0283  HISTORY     - Date     Condition        Report By
 FY0283  HISTORY     - 1934     MONUMENTED       CGS
 FY0283  HISTORY     - 1963     GOOD             NGS
 FY0283  HISTORY     - 20000516 GOOD             NCGS
 FY0283
 FY0283                          STATION DESCRIPTION
 FY0283
 FY0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0283'0.8 MI NW FROM CASTALIA.
 FY0283'RECOVERED AS DESCRIBED EXCEPT MARK IS NOW 55 FEET NORTHWEST
 FY0283'OF THE CENTERLINE OF A BLACKTOP ROAD INSTEAD OF 6 YARDS NORTHWEST
 FY0283'OF A DIRT ROAD.  ORIGINAL DESCRIPTION-- 0.8 MILE NORTHWEST ALONG
 FY0283'STATE HIGHWAY 58 FROM CASTALIA, NASH COUNTY, 100 YARDS NORTHWEST
 FY0283'OF THE E. FRAZIER HOME, 50 YARDS SOUTH OF THE H.A. ANDREAS
 FY0283'HOME, 30 YARDS NORTH OF THE HIGHWAY, AND ABOUT 6 YARDS NORTHWEST
 FY0283'OF A DIRT ROAD, IN THE TOP OF A LARGE EMBEDDED BOULDER.  A
 FY0283'STANDARD DISK, STAMPED B 68 1934.
 FY0283
 FY0283                          STATION RECOVERY (2000)
 FY0283
 FY0283'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY0283'STATION IS ABOUT 2-FEET HIGHER THAN ROAD AND 40 YARDS EAST-NORTHEAST
 FY0283'OF THE CENTERLINE INTERSECTION OF NC 58 AND CASTALIA LOOP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0372 ***********************************************************************
 EZ0372  DESIGNATION -  B 70
 EZ0372  PID         -  EZ0372
 EZ0372  STATE/COUNTY-  NC/CUMBERLAND
 EZ0372  USGS QUAD   -  WADE (1983)
 EZ0372
 EZ0372                         *CURRENT SURVEY CONTROL
 EZ0372  ___________________________________________________________________
 EZ0372* NAD 83(1986)-  35 12 33.     (N)    078 41 14.     (W)     SCALED    
 EZ0372* NAVD 88     -        42.746  (meters)     140.24   (feet)  ADJUSTED  
 EZ0372  ___________________________________________________________________
 EZ0372  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EZ0372  DYNAMIC HT  -          42.707 (meters)     140.11  (feet)  COMP
 EZ0372  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 EZ0372
 EZ0372  VERT ORDER  -  SECOND    CLASS 0
 EZ0372
 EZ0372.The horizontal coordinates were scaled from a topographic map and have
 EZ0372.an estimated accuracy of +/- 6 seconds.
 EZ0372
 EZ0372.The orthometric height was determined by differential leveling
 EZ0372.and adjusted in June 1991.
 EZ0372
 EZ0372.The geoid height was determined by GEOID03.
 EZ0372
 EZ0372.The dynamic height is computed by dividing the NAVD 88
 EZ0372.geopotential number by the normal gravity value computed on the
 EZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0372.degrees latitude (g = 980.6199 gals.).
 EZ0372
 EZ0372.The modeled gravity was interpolated from observed gravity values.
 EZ0372
 EZ0372;                    North         East    Units  Estimated Accuracy
 EZ0372;SPC NC       -   161,910.      638,080.      MT  (+/- 180 meters Scaled)
 EZ0372
 EZ0372                          SUPERSEDED SURVEY CONTROL
 EZ0372
 EZ0372  NGVD 29 (??/??/92)   43.029  (m)          141.17   (f) ADJ UNCH    2 0
 EZ0372
 EZ0372.Superseded values are not recommended for survey control.
 EZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0372.See file dsdata.txt to determine how the superseded data were derived.
 EZ0372
 EZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU105986(NAD 83)
 EZ0372_MARKER: DB = BENCH MARK DISK
 EZ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0372_STAMPING: B 70 APR 1934
 EZ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0372+STABILITY: SURFACE MOTION
 EZ0372
 EZ0372  HISTORY     - Date     Condition        Report By
 EZ0372  HISTORY     - 1934     MONUMENTED       CGS
 EZ0372  HISTORY     - 1974     MARK NOT FOUND   USGS
 EZ0372
 EZ0372                          STATION DESCRIPTION
 EZ0372
 EZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EZ0372'0.6 MI S FROM GODWIN.
 EZ0372'ON THE FAYETTEVILLE TO SELMA BRANCH OF THE ATLANTIC COAST LINE
 EZ0372'RAILROAD 606 FT. SOUTH OF MILEPOST C 55, 450 FT. SOUTH OF GREEN
 EZ0372'TOOL SHED.  5.3 METERS WEST OF WEST RAIL, 2 FT. BELOW LEVEL OF
 EZ0372'TOP OF RAIL, ON TOP OF CONCRETE POST.  AMS REPORTED - MAY 1964 -
 EZ0372'THE MARK WAS NOT RECOVERED.  A RAILROAD MAINTENANCE ROAD NOW RUNS
 EZ0372'PARALLEL TO THE TRACK IN THE AREA DESCRIBED.
 EZ0372
 EZ0372                          STATION RECOVERY (1974)
 EZ0372
 EZ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0019 ***********************************************************************
 EZ0019  DESIGNATION -  B 71
 EZ0019  PID         -  EZ0019
 EZ0019  STATE/COUNTY-  NC/JOHNSTON
 EZ0019  USGS QUAD   -  POWHATAN (1981)
 EZ0019
 EZ0019                         *CURRENT SURVEY CONTROL
 EZ0019  ___________________________________________________________________
 EZ0019* NAD 83(1986)-  35 36 48.     (N)    078 24 11.     (W)     SCALED    
 EZ0019* NAVD 88     -        88.628  (meters)     290.77   (feet)  POSTED    
 EZ0019  ___________________________________________________________________
 EZ0019  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 EZ0019  DYNAMIC HT  -          88.550 (meters)     290.52  (feet)  COMP
 EZ0019  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 EZ0019
 EZ0019  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EZ0019
 EZ0019.The horizontal coordinates were scaled from a topographic map and have
 EZ0019.an estimated accuracy of +/- 6 seconds.
 EZ0019
 EZ0019.The orthometric height was determined by differential leveling
 EZ0019.and adjusted by the  in 1992.
 EZ0019.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EZ0019.rate of 2.1 thru 3.0 mm/km.
 EZ0019
 EZ0019.The geoid height was determined by GEOID03.
 EZ0019
 EZ0019.The dynamic height is computed by dividing the NAVD 88
 EZ0019.geopotential number by the normal gravity value computed on the
 EZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0019.degrees latitude (g = 980.6199 gals.).
 EZ0019
 EZ0019.The modeled gravity was interpolated from observed gravity values.
 EZ0019
 EZ0019;                    North         East    Units  Estimated Accuracy
 EZ0019;SPC NC       -   206,860.      663,680.      MT  (+/- 180 meters Scaled)
 EZ0019
 EZ0019                          SUPERSEDED SURVEY CONTROL
 EZ0019
 EZ0019  NGVD 29 (??/??/92)   88.91   (m)          291.7    (f) COMPUTED    1 2
 EZ0019
 EZ0019.Superseded values are not recommended for survey control.
 EZ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0019.See file dsdata.txt to determine how the superseded data were derived.
 EZ0019
 EZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV352441(NAD 83)
 EZ0019_MARKER: DB = BENCH MARK DISK
 EZ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0019_STAMPING: B 71 1934
 EZ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0019+STABILITY: SURFACE MOTION
 EZ0019
 EZ0019  HISTORY     - Date     Condition        Report By
 EZ0019  HISTORY     - 1934     MONUMENTED       CGS
 EZ0019  HISTORY     - 1935     GOOD             NGS
 EZ0019  HISTORY     - 1968     MARK NOT FOUND   NGS
 EZ0019  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0019
 EZ0019                          STATION DESCRIPTION
 EZ0019
 EZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ0019'3.3 MI NW FROM WILSON MILLS.
 EZ0019'3.3 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EZ0019'AT WILSON MILLS, JOHNSTON COUNTY, 0.4 MILE SOUTHEAST OF POWHATAN,
 EZ0019'AT A ROAD CROSSING, 60 FEET SOUTHEAST OF THE ROAD, ABOUT 40 FEET
 EZ0019'NORTHEAST OF THE MAIN TRACK, 20 FEET SOUTHEAST OF A POLE AND
 EZ0019'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 EZ0019'STAMPED B 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EZ0019
 EZ0019                          STATION RECOVERY (1968)
 EZ0019
 EZ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EZ0019'MARK NOT FOUND.
 EZ0019
 EZ0019                          STATION RECOVERY (1978)
 EZ0019
 EZ0019'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1537 ***********************************************************************
 EZ1537  DESIGNATION -  B 72
 EZ1537  PID         -  EZ1537
 EZ1537  STATE/COUNTY-  NC/MOORE
 EZ1537  USGS QUAD   -  ROBBINS (1977)
 EZ1537
 EZ1537                         *CURRENT SURVEY CONTROL
 EZ1537  ___________________________________________________________________
 EZ1537* NAD 83(1986)-  35 26 07.     (N)    079 35 19.     (W)     SCALED    
 EZ1537* NAVD 88     -       126.356  (meters)     414.55   (feet)  ADJUSTED  
 EZ1537  ___________________________________________________________________
 EZ1537  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 EZ1537  DYNAMIC HT  -         126.245 (meters)     414.19  (feet)  COMP
 EZ1537  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 EZ1537
 EZ1537  VERT ORDER  -  SECOND    CLASS 0
 EZ1537
 EZ1537.The horizontal coordinates were scaled from a topographic map and have
 EZ1537.an estimated accuracy of +/- 6 seconds.
 EZ1537
 EZ1537.The orthometric height was determined by differential leveling
 EZ1537.and adjusted in June 1991.
 EZ1537
 EZ1537.The geoid height was determined by GEOID03.
 EZ1537
 EZ1537.The dynamic height is computed by dividing the NAVD 88
 EZ1537.geopotential number by the normal gravity value computed on the
 EZ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1537.degrees latitude (g = 980.6199 gals.).
 EZ1537
 EZ1537.The modeled gravity was interpolated from observed gravity values.
 EZ1537
 EZ1537;                    North         East    Units  Estimated Accuracy
 EZ1537;SPC NC       -   187,110.      556,160.      MT  (+/- 180 meters Scaled)
 EZ1537
 EZ1537                          SUPERSEDED SURVEY CONTROL
 EZ1537
 EZ1537  NGVD 29 (??/??/92)  126.587  (m)          415.31   (f) ADJ UNCH    2 0
 EZ1537
 EZ1537.Superseded values are not recommended for survey control.
 EZ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1537.See file dsdata.txt to determine how the superseded data were derived.
 EZ1537
 EZ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV281222(NAD 83)
 EZ1537_MARKER: DB = BENCH MARK DISK
 EZ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1537_STAMPING: B 72 1934
 EZ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1537+STABILITY: SURFACE MOTION
 EZ1537
 EZ1537  HISTORY     - Date     Condition        Report By
 EZ1537  HISTORY     - 1934     MONUMENTED       CGS
 EZ1537  HISTORY     - 1935     GOOD             NGS
 EZ1537  HISTORY     - 1963     GOOD             DMA
 EZ1537  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 EZ1537
 EZ1537                          STATION DESCRIPTION
 EZ1537
 EZ1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1537'AT HEMP.
 EZ1537'AT HEMP, MOORE COUNTY, 0.1 MILE WEST ALONG THE NORFOLK SOUTHERN
 EZ1537'RAILROAD FROM THE STATION, 200 FEET WEST OF THE BOILER ROOM
 EZ1537'OF A SAWMILL, AT THE CROSSING OF A DIRT ROAD LEADING TO A
 EZ1537'BRICK SCHOOL ON A HILL, 21 FEET EAST OF THE CENTERLINE OF THE
 EZ1537'ROAD, 8.5 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN THE
 EZ1537'RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES
 EZ1537'ABOVE GROUND.  NOTE-- IT IS LOCATED ABOUT A BLOCK SOUTH OF
 EZ1537'ELISE HIGH SCHOOL, 10.7 FT. SSW OF THE CENTERLINE OF THE RAILROAD,
 EZ1537'AND PROJECTS 1 INCH ABOVE GROUND.
 EZ1537
 EZ1537                          STATION RECOVERY (1963)
 EZ1537
 EZ1537'RECOVERY NOTE BY DEFENSE MAP AGENCY 1963
 EZ1537'RECOVERED IN GOOD CONDITION.
 EZ1537
 EZ1537                          STATION RECOVERY (1995)
 EZ1537
 EZ1537'RECOVERY NOTE BY US POWER SQUADRON 1995
 EZ1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0183 ***********************************************************************
 FA0183  DESIGNATION -  B 73 RESET
 FA0183  PID         -  FA0183
 FA0183  STATE/COUNTY-  NC/MONTGOMERY
 FA0183  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA0183
 FA0183                         *CURRENT SURVEY CONTROL
 FA0183  ___________________________________________________________________
 FA0183* NAD 83(1986)-  35 12 20.     (N)    080 03 30.     (W)     SCALED    
 FA0183* NAVD 88     -        70.72   (meters)     232.0    (feet)  RESET     
 FA0183  ___________________________________________________________________
 FA0183  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FA0183  VERT ORDER  -  THIRD
 FA0183
 FA0183.The horizontal coordinates were scaled from a topographic map and have
 FA0183.an estimated accuracy of +/- 6 seconds.
 FA0183
 FA0183.The orthometric height was computed from unverified reset data.
 FA0183
 FA0183.The geoid height was determined by GEOID03.
 FA0183
 FA0183;                    North         East    Units  Estimated Accuracy
 FA0183;SPC NC       -   161,980.      513,240.      MT  (+/- 180 meters Scaled)
 FA0183
 FA0183                          SUPERSEDED SURVEY CONTROL
 FA0183
 FA0183.No superseded survey control is available for this station.
 FA0183
 FA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU857962(NAD 83)
 FA0183_MARKER: DB = BENCH MARK DISK
 FA0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0183_STAMPING: B 73 RESET 1972
 FA0183_MARK LOGO: NGS   
 FA0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0183+STABILITY: SURFACE MOTION
 FA0183
 FA0183  HISTORY     - Date     Condition        Report By
 FA0183  HISTORY     - 1972     MONUMENTED       NGS
 FA0183
 FA0183                          STATION DESCRIPTION
 FA0183
 FA0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FA0183'3.6 MI SW FROM MT GILEAD.
 FA0183'ABOUT 3.6 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILROAD
 FA0183'FROM MOUNT GILEAD, 0.3 MILE EAST OF THE EAST END OF THE BRIDGE
 FA0183'OVER THE PEE DEE RIVER, 600 FEET WEST OF THE BRIDGE OVER CLARK
 FA0183'CREEK, 43 FEET WEST OF THE CENTER OF CROSSING OF SECONDARY
 FA0183'STATE ROAD 713, 32 FEET NORTHEAST AND ACROSS TRACK FROM RAILROAD
 FA0183'SWITCH, 7 FEET NORTH OF THE NORTH RAIL AND 2 FEET SOUTH OF STEEL
 FA0183'WITNESS POST.  MARK IS A CONCRETE MONUMENT ABOUT 10 INCHES IN
 FA0183'DIAMETER AND PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1486 ***********************************************************************
 EZ1486  DESIGNATION -  B 75
 EZ1486  PID         -  EZ1486
 EZ1486  STATE/COUNTY-  NC/HOKE
 EZ1486  USGS QUAD   -  MC CAIN (1983)
 EZ1486
 EZ1486                         *CURRENT SURVEY CONTROL
 EZ1486  ___________________________________________________________________
 EZ1486* NAD 83(1986)-  35 00 14.     (N)    079 16 56.     (W)     SCALED    
 EZ1486* NAVD 88     -       110.654  (meters)     363.04   (feet)  ADJUSTED  
 EZ1486  ___________________________________________________________________
 EZ1486  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 EZ1486  DYNAMIC HT  -         110.551 (meters)     362.70  (feet)  COMP
 EZ1486  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EZ1486
 EZ1486  VERT ORDER  -  SECOND    CLASS 0
 EZ1486
 EZ1486.The horizontal coordinates were scaled from a topographic map and have
 EZ1486.an estimated accuracy of +/- 6 seconds.
 EZ1486
 EZ1486.The orthometric height was determined by differential leveling
 EZ1486.and adjusted in June 1991.
 EZ1486
 EZ1486.The geoid height was determined by GEOID03.
 EZ1486
 EZ1486.The dynamic height is computed by dividing the NAVD 88
 EZ1486.geopotential number by the normal gravity value computed on the
 EZ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1486.degrees latitude (g = 980.6199 gals.).
 EZ1486
 EZ1486.The modeled gravity was interpolated from observed gravity values.
 EZ1486
 EZ1486;                    North         East    Units  Estimated Accuracy
 EZ1486;SPC NC       -   139,130.      583,840.      MT  (+/- 180 meters Scaled)
 EZ1486
 EZ1486                          SUPERSEDED SURVEY CONTROL
 EZ1486
 EZ1486  NGVD 29 (??/??/92)  110.911  (m)          363.88   (f) ADJ UNCH    2 0
 EZ1486
 EZ1486.Superseded values are not recommended for survey control.
 EZ1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1486.See file dsdata.txt to determine how the superseded data were derived.
 EZ1486
 EZ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU567748(NAD 83)
 EZ1486_MARKER: DB = BENCH MARK DISK
 EZ1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1486_STAMPING: B 75 1935
 EZ1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1486+STABILITY: SURFACE MOTION
 EZ1486
 EZ1486  HISTORY     - Date     Condition        Report By
 EZ1486  HISTORY     - 1935     MONUMENTED       CGS
 EZ1486  HISTORY     - 1948     MARK NOT FOUND   NGS
 EZ1486  HISTORY     - 19890501 MARK NOT FOUND   USGS
 EZ1486
 EZ1486                          STATION DESCRIPTION
 EZ1486
 EZ1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EZ1486'3.8 MI NW FROM RAEFORD.
 EZ1486'3.8 MILES NORTHWEST ALONG THE ABERDEEN AND ROCKFISH RAILROAD
 EZ1486'FROM THE STATION AT RAEFORD, HOKE COUNTY, 0.9 MILE EAST OF
 EZ1486'TIMBERLAND, 0.2 MILE WEST OF A SMALL SETTLEMENT, 200 YARDS NORTH
 EZ1486'OF STATE HIGHWAY 211, 15.8 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET
 EZ1486'NORTHEAST OF THE NORTHWEST CORNER OF A FENCE AROUND A SMALL
 EZ1486'RECTANGULAR FIELD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EZ1486'2 INCHES ABOVE GROUND.
 EZ1486
 EZ1486                          STATION RECOVERY (1989)
 EZ1486
 EZ1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0945 ***********************************************************************
 FA0945  DESIGNATION -  B 76
 FA0945  PID         -  FA0945
 FA0945  STATE/COUNTY-  NC/RUTHERFORD
 FA0945  USGS QUAD   -  FINGERVILLE EAST (1993)
 FA0945
 FA0945                         *CURRENT SURVEY CONTROL
 FA0945  ___________________________________________________________________
 FA0945* NAD 83(1986)-  35 14 33.     (N)    081 52 33.     (W)     SCALED    
 FA0945* NAVD 88     -       244.363  (meters)     801.71   (feet)  POSTED    
 FA0945  ___________________________________________________________________
 FA0945  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FA0945  DYNAMIC HT  -         244.120 (meters)     800.92  (feet)  COMP
 FA0945  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 FA0945
 FA0945  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FA0945
 FA0945.The horizontal coordinates were scaled from a topographic map and have
 FA0945.an estimated accuracy of +/- 6 seconds.
 FA0945
 FA0945.The orthometric height was determined by differential leveling
 FA0945.and adjusted by the  in 1992.
 FA0945.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FA0945.rate of 4.1 thru 8.0 mm/km.
 FA0945
 FA0945.The geoid height was determined by GEOID03.
 FA0945
 FA0945.The dynamic height is computed by dividing the NAVD 88
 FA0945.geopotential number by the normal gravity value computed on the
 FA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0945.degrees latitude (g = 980.6199 gals.).
 FA0945
 FA0945.The modeled gravity was interpolated from observed gravity values.
 FA0945
 FA0945;                    North         East    Units  Estimated Accuracy
 FA0945;SPC NC       -   169,350.      347,920.      MT  (+/- 180 meters Scaled)
 FA0945
 FA0945                          SUPERSEDED SURVEY CONTROL
 FA0945
 FA0945  NGVD 29 (??/??/92)  244.612  (m)          802.53   (f) ADJ UNCH    2 0
 FA0945
 FA0945.Superseded values are not recommended for survey control.
 FA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0945.See file dsdata.txt to determine how the superseded data were derived.
 FA0945
 FA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV203002(NAD 83)
 FA0945_MARKER: DB = BENCH MARK DISK
 FA0945_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0945_STAMPING: B 76 1935
 FA0945_MARK LOGO: CGS   
 FA0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0945
 FA0945  HISTORY     - Date     Condition        Report By
 FA0945  HISTORY     - 1935     MONUMENTED       CGS
 FA0945  HISTORY     - 1973     GOOD             NGS
 FA0945  HISTORY     - 19920303 SEE DESCRIPTION  NCGS
 FA0945  HISTORY     - 19961024 MARK NOT FOUND   USPSQD
 FA0945
 FA0945                          STATION DESCRIPTION
 FA0945
 FA0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0945'AT HARRIS.
 FA0945'AT HARRIS, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FA0945'CLINCHFIELD RAILROAD STATION, IN THE STATION PARK, AT A ROAD
 FA0945'CROSSING, 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.5 FEET
 FA0945'WEST OF THE WEST RAIL OF THE MAIN TRACK, AND 6.5 FEET SOUTH OF THE
 FA0945'NORTH END OF THE PARK.  A STANDARD DISK, STAMPED B 76 1935 AND
 FA0945'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 FA0945'GROUND.
 FA0945
 FA0945                          STATION RECOVERY (1973)
 FA0945
 FA0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FA0945'RECOVERED IN GOOD CONDITION.
 FA0945
 FA0945                          STATION RECOVERY (1992)
 FA0945
 FA0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FA0945'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  PROBABLY DESTROYED BY
 FA0945'RAILROAD CONSTRUCTION.
 FA0945
 FA0945                          STATION RECOVERY (1996)
 FA0945
 FA0945'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0819 ***********************************************************************
 FA0819  DESIGNATION -  B 78
 FA0819  PID         -  FA0819
 FA0819  STATE/COUNTY-  NC/GASTON
 FA0819  USGS QUAD   -  GASTONIA NORTH (1993)
 FA0819
 FA0819                         *CURRENT SURVEY CONTROL
 FA0819  ___________________________________________________________________
 FA0819* NAD 83(1986)-  35 15 32.     (N)    081 10 44.     (W)     SCALED    
 FA0819* NAVD 88     -       248.445  (meters)     815.11   (feet)  ADJUSTED  
 FA0819  ___________________________________________________________________
 FA0819  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FA0819  DYNAMIC HT  -         248.208 (meters)     814.33  (feet)  COMP
 FA0819  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 FA0819
 FA0819  VERT ORDER  -  SECOND    CLASS 0
 FA0819
 FA0819.The horizontal coordinates were scaled from a topographic map and have
 FA0819.an estimated accuracy of +/- 6 seconds.
 FA0819
 FA0819.The orthometric height was determined by differential leveling
 FA0819.and adjusted in June 1991.
 FA0819
 FA0819.The geoid height was determined by GEOID03.
 FA0819
 FA0819.The dynamic height is computed by dividing the NAVD 88
 FA0819.geopotential number by the normal gravity value computed on the
 FA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0819.degrees latitude (g = 980.6199 gals.).
 FA0819
 FA0819.The modeled gravity was interpolated from observed gravity values.
 FA0819
 FA0819;                    North         East    Units  Estimated Accuracy
 FA0819;SPC NC       -   169,560.      411,360.      MT  (+/- 180 meters Scaled)
 FA0819
 FA0819                          SUPERSEDED SURVEY CONTROL
 FA0819
 FA0819  NGVD 29 (??/??/92)  248.653  (m)          815.79   (f) ADJ UNCH    2 0
 FA0819
 FA0819.Superseded values are not recommended for survey control.
 FA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0819.See file dsdata.txt to determine how the superseded data were derived.
 FA0819
 FA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV837017(NAD 83)
 FA0819_MARKER: DB = BENCH MARK DISK
 FA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0819_STAMPING: B 78 1935
 FA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0819+STABILITY: SURFACE MOTION
 FA0819
 FA0819  HISTORY     - Date     Condition        Report By
 FA0819  HISTORY     - 1935     MONUMENTED       CGS
 FA0819  HISTORY     - 1965     GOOD             NGS
 FA0819  HISTORY     - 1987     GOOD             USPSQD
 FA0819  HISTORY     - 1988     GOOD             USPSQD
 FA0819  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 FA0819  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA0819  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 FA0819
 FA0819                          STATION DESCRIPTION
 FA0819
 FA0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0819'AT GASTONIA.
 FA0819'SET IN THE TOP OF A CONCRETE POST 1/2 INCH BELOW THE GROUND (GRASS
 FA0819'COVERED), 0.25 MILE SOUTH OF MILEPOST 45 ON THE CAROLINA AND
 FA0819'NORTHWESTERN RAILWAY, 40 FEET WEST OF THE WEST RAIL, AT THE
 FA0819'INTERSECTION OF 3RD AVENUE AND BROAD STREET, 35 FEET SOUTH OF THE
 FA0819'CENTER OF 3RD AVE., 3.3 FEET WEST OF THE EDGE OF THE CURB OF BROAD
 FA0819'STREET, 1.4 FEET EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK,
 FA0819'IN THE GRASS STRIP BETWEEN THE SIDEWALK AND THE ROAD.
 FA0819
 FA0819                          STATION RECOVERY (1987)
 FA0819
 FA0819'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0819'RECOVERED IN GOOD CONDITION.
 FA0819
 FA0819                          STATION RECOVERY (1988)
 FA0819
 FA0819'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 FA0819'RECOVERED IN GOOD CONDITION.
 FA0819
 FA0819                          STATION RECOVERY (1999)
 FA0819
 FA0819'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0819'MARK NOT FOUND.
 FA0819
 FA0819                          STATION RECOVERY (2001)
 FA0819
 FA0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA0819'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA0819
 FA0819                          STATION RECOVERY (2004)
 FA0819
 FA0819'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1053 ***********************************************************************
 EB1053  DESIGNATION -  B 79
 EB1053  PID         -  EB1053
 EB1053  STATE/COUNTY-  NC/RICHMOND
 EB1053  USGS QUAD   -  GHIO (1982)
 EB1053
 EB1053                         *CURRENT SURVEY CONTROL
 EB1053  ___________________________________________________________________
 EB1053* NAD 83(1986)-  34 52 16.     (N)    079 39 21.     (W)     SCALED    
 EB1053* NAVD 88     -       108.214  (meters)     355.03   (feet)  ADJUSTED  
 EB1053  ___________________________________________________________________
 EB1053  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EB1053  DYNAMIC HT  -         108.112 (meters)     354.70  (feet)  COMP
 EB1053  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EB1053
 EB1053  VERT ORDER  -  SECOND    CLASS 0
 EB1053
 EB1053.The horizontal coordinates were scaled from a topographic map and have
 EB1053.an estimated accuracy of +/- 6 seconds.
 EB1053
 EB1053.The orthometric height was determined by differential leveling
 EB1053.and adjusted in June 1991.
 EB1053
 EB1053.The geoid height was determined by GEOID03.
 EB1053
 EB1053.The dynamic height is computed by dividing the NAVD 88
 EB1053.geopotential number by the normal gravity value computed on the
 EB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1053.degrees latitude (g = 980.6199 gals.).
 EB1053
 EB1053.The modeled gravity was interpolated from observed gravity values.
 EB1053
 EB1053;                    North         East    Units  Estimated Accuracy
 EB1053;SPC NC       -   124,560.      549,640.      MT  (+/- 180 meters Scaled)
 EB1053
 EB1053                          SUPERSEDED SURVEY CONTROL
 EB1053
 EB1053  NGVD 29 (??/??/92)  108.460  (m)          355.84   (f) ADJ UNCH    2 0
 EB1053
 EB1053.Superseded values are not recommended for survey control.
 EB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1053.See file dsdata.txt to determine how the superseded data were derived.
 EB1053
 EB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU228595(NAD 83)
 EB1053_MARKER: DB = BENCH MARK DISK
 EB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1053_STAMPING: B 79 1935
 EB1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1053+STABILITY: SURFACE MOTION
 EB1053
 EB1053  HISTORY     - Date     Condition        Report By
 EB1053  HISTORY     - 1935     MONUMENTED       CGS
 EB1053  HISTORY     - 1967     MARK NOT FOUND   NGS
 EB1053  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EB1053
 EB1053                          STATION DESCRIPTION
 EB1053
 EB1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EB1053'2.3 MI SE FROM HAMLET.
 EB1053'ABOUT 2.3 MILES SOUTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 EB1053'THE STATION, 115 YARDS SOUTHEAST OF MILEPOST 256, AT THE NORTHWEST
 EB1053'END OF A SMALL CUT, AND 21.5 FEET NORTHEAST OF THE NORTHEAST RAIL.
 EB1053'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NO MARK
 EB1053'FOUND AFTER PROBING.  DISTANCE FROM RAIL INDICATES THAT CLEARANCE
 EB1053'HAD BEEN WIDENED TO EDGE OF CUT SO THAT MARK WOULD HAVE BEEN
 EB1053'PROBABLY TAKEN.
 EB1053
 EB1053                          STATION RECOVERY (1978)
 EB1053
 EB1053'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0289 ***********************************************************************
 EB0289  DESIGNATION -  B 81
 EB0289  PID         -  EB0289
 EB0289  STATE/COUNTY-  NC/COLUMBUS
 EB0289  USGS QUAD   -  FREEMAN (1986)
 EB0289
 EB0289                         *CURRENT SURVEY CONTROL
 EB0289  ___________________________________________________________________
 EB0289* NAD 83(1986)-  34 21 47.     (N)    078 18 37.     (W)     SCALED    
 EB0289* NAVD 88     -        12.943  (meters)      42.46   (feet)  ADJUSTED  
 EB0289  ___________________________________________________________________
 EB0289  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EB0289  DYNAMIC HT  -          12.930 (meters)      42.42  (feet)  COMP
 EB0289  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 EB0289
 EB0289  VERT ORDER  -  SECOND    CLASS 0
 EB0289
 EB0289.The horizontal coordinates were scaled from a topographic map and have
 EB0289.an estimated accuracy of +/- 6 seconds.
 EB0289
 EB0289.The orthometric height was determined by differential leveling
 EB0289.and adjusted in June 1991.
 EB0289
 EB0289.The geoid height was determined by GEOID03.
 EB0289
 EB0289.The dynamic height is computed by dividing the NAVD 88
 EB0289.geopotential number by the normal gravity value computed on the
 EB0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0289.degrees latitude (g = 980.6199 gals.).
 EB0289
 EB0289.The modeled gravity was interpolated from observed gravity values.
 EB0289
 EB0289;                    North         East    Units  Estimated Accuracy
 EB0289;SPC NC       -    68,230.      673,050.      MT  (+/- 180 meters Scaled)
 EB0289
 EB0289                          SUPERSEDED SURVEY CONTROL
 EB0289
 EB0289  NGVD 29 (??/??/92)   13.262  (m)           43.51   (f) ADJ UNCH    2 0
 EB0289
 EB0289.Superseded values are not recommended for survey control.
 EB0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0289.See file dsdata.txt to determine how the superseded data were derived.
 EB0289
 EB0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU473056(NAD 83)
 EB0289_MARKER: DB = BENCH MARK DISK
 EB0289_SETTING: 0 = UNSPECIFIED SETTING
 EB0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0289
 EB0289  HISTORY     - Date     Condition        Report By
 EB0289  HISTORY     - UNK      MONUMENTED       CGS
 EB0289  HISTORY     - 1952     GOOD             NGS
 EB0289  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0289  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0289
 EB0289                          STATION DESCRIPTION
 EB0289
 EB0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 EB0289'1.7 MI SE FROM EAST ARCADIA.
 EB0289'B 81 IN COLUMBUS COUNTY, IS LOCATED ABOUT 1.7 MILES SOUTHEAST
 EB0289'ALONG THE SEABOARD AIRLINE RAILWAY FROM THE STATION AT EAST
 EB0289'ARCADIA, BLADEN COUNTY, ABOUT 750 FEET NORTHWEST OF A WOODEN
 EB0289'TRESTLE, 30.09 FEET NORTHEAST OF THE NORTHEAST RAIL AND 16.5
 EB0289'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD.
 EB0289
 EB0289                          STATION RECOVERY (1983)
 EB0289
 EB0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (RLM)
 EB0289'MARK NOT FOUND.
 EB0289
 EB0289                          STATION RECOVERY (1983)
 EB0289
 EB0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EB0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0078 ***********************************************************************
 EB0078  DESIGNATION -  B 83
 EB0078  PID         -  EB0078
 EB0078  STATE/COUNTY-  NC/DUPLIN
 EB0078  USGS QUAD   -  ROSE HILL (1984)
 EB0078
 EB0078                         *CURRENT SURVEY CONTROL
 EB0078  ___________________________________________________________________
 EB0078* NAD 83(1986)-  34 47 24.     (N)    078 00 58.     (W)     SCALED    
 EB0078* NAVD 88     -        22.534  (meters)      73.93   (feet)  ADJUSTED  
 EB0078  ___________________________________________________________________
 EB0078  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 EB0078  DYNAMIC HT  -          22.513 (meters)      73.86  (feet)  COMP
 EB0078  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 EB0078
 EB0078  VERT ORDER  -  SECOND    CLASS 0
 EB0078
 EB0078.The horizontal coordinates were scaled from a topographic map and have
 EB0078.an estimated accuracy of +/- 6 seconds.
 EB0078
 EB0078.The orthometric height was determined by differential leveling
 EB0078.and adjusted in June 1991.
 EB0078
 EB0078.The geoid height was determined by GEOID03.
 EB0078
 EB0078.The dynamic height is computed by dividing the NAVD 88
 EB0078.geopotential number by the normal gravity value computed on the
 EB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0078.degrees latitude (g = 980.6199 gals.).
 EB0078
 EB0078.The modeled gravity was interpolated from observed gravity values.
 EB0078
 EB0078;                    North         East    Units  Estimated Accuracy
 EB0078;SPC NC       -   115,810.      699,640.      MT  (+/- 180 meters Scaled)
 EB0078
 EB0078                          SUPERSEDED SURVEY CONTROL
 EB0078
 EB0078  NGVD 29 (??/??/92)   22.790  (m)           74.77   (f) ADJ UNCH    2 0
 EB0078
 EB0078.Superseded values are not recommended for survey control.
 EB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0078.See file dsdata.txt to determine how the superseded data were derived.
 EB0078
 EB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU730538(NAD 83)
 EB0078_MARKER: DB = BENCH MARK DISK
 EB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0078_STAMPING: B 83 1935
 EB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0078+STABILITY: SURFACE MOTION
 EB0078
 EB0078  HISTORY     - Date     Condition        Report By
 EB0078  HISTORY     - 1935     MONUMENTED       CGS
 EB0078  HISTORY     - 1951     MARK NOT FOUND   NGS
 EB0078  HISTORY     - 1975     MARK NOT FOUND   NCGS
 EB0078
 EB0078                          STATION DESCRIPTION
 EB0078
 EB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EB0078'1.6 MI N FROM TEACHEYS.
 EB0078'1.6 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EB0078'STATION AT TEACHEYS, DUPLIN COUNTY, BEHIND MILEPOST W 40, 29.6
 EB0078'FEET EAST OF THE EAST RAIL, AND IN LINE WITH A ROW OF POLES, SET
 EB0078'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 EB0078
 EB0078                          STATION RECOVERY (1975)
 EB0078
 EB0078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EB0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0687 ***********************************************************************
 EY0687  DESIGNATION -  B 84
 EY0687  PID         -  EY0687
 EY0687  STATE/COUNTY-  NC/LENOIR
 EY0687  USGS QUAD   -  GRIFTON (1983)
 EY0687
 EY0687                         *CURRENT SURVEY CONTROL
 EY0687  ___________________________________________________________________
 EY0687* NAD 83(1986)-  35 20 04.     (N)    077 28 52.     (W)     SCALED    
 EY0687* NAVD 88     -         9.879  (meters)      32.41   (feet)  POSTED    
 EY0687  ___________________________________________________________________
 EY0687  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 EY0687  DYNAMIC HT  -           9.870 (meters)      32.38  (feet)  COMP
 EY0687  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 EY0687
 EY0687  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0687
 EY0687.The horizontal coordinates were scaled from a topographic map and have
 EY0687.an estimated accuracy of +/- 6 seconds.
 EY0687
 EY0687.The orthometric height was determined by differential leveling
 EY0687.and adjusted by the  in 1992.
 EY0687.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0687.rate of 1.1 thru 2.0 mm/km.
 EY0687
 EY0687.The geoid height was determined by GEOID03.
 EY0687
 EY0687.The dynamic height is computed by dividing the NAVD 88
 EY0687.geopotential number by the normal gravity value computed on the
 EY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0687.degrees latitude (g = 980.6199 gals.).
 EY0687
 EY0687.The modeled gravity was interpolated from observed gravity values.
 EY0687
 EY0687;                    North         East    Units  Estimated Accuracy
 EY0687;SPC NC       -   176,820.      747,670.      MT  (+/- 180 meters Scaled)
 EY0687
 EY0687                          SUPERSEDED SURVEY CONTROL
 EY0687
 EY0687  NGVD 29 (??/??/92)   10.258  (m)           33.65   (f) ADJ UNCH    2 0
 EY0687
 EY0687.Superseded values are not recommended for survey control.
 EY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0687.See file dsdata.txt to determine how the superseded data were derived.
 EY0687
 EY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE744129(NAD 83)
 EY0687_MARKER: DB = BENCH MARK DISK
 EY0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0687_STAMPING: B 84 1935
 EY0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0687+STABILITY: SURFACE MOTION
 EY0687
 EY0687  HISTORY     - Date     Condition        Report By
 EY0687  HISTORY     - 1935     MONUMENTED       CGS
 EY0687
 EY0687                          STATION DESCRIPTION
 EY0687
 EY0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0687'2 MI NE FROM GRAINGER.
 EY0687'2.0 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EY0687'THE STATION AT GRAINGER, LENOIR COUNTY, 18 YARDS SOUTHWEST OF
 EY0687'MILEPOST 78, 110 YARDS SOUTHWEST OF A WOODEN TRESTLE, 50 YARDS
 EY0687'SOUTHWEST OF THE SWITCH AT THE NORTHEAST END OF A SIDETRACK, AND
 EY0687'37.4 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK,
 EY0687'STAMPED B 84 1935 AND SET IN THE TOP OF A CONCRETE POST
 EY0687'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0483 ***********************************************************************
 EY0483  DESIGNATION -  B 85
 EY0483  PID         -  EY0483
 EY0483  STATE/COUNTY-  NC/MARTIN
 EY0483  USGS QUAD   -  OAK CITY (1981)
 EY0483
 EY0483                         *CURRENT SURVEY CONTROL
 EY0483  ___________________________________________________________________
 EY0483* NAD 83(1986)-  35 56 14.     (N)    077 16 51.     (W)     SCALED    
 EY0483* NAVD 88     -        24.278  (meters)      79.65   (feet)  POSTED    
 EY0483  ___________________________________________________________________
 EY0483  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EY0483  DYNAMIC HT  -          24.260 (meters)      79.59  (feet)  COMP
 EY0483  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 EY0483
 EY0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0483
 EY0483.The horizontal coordinates were scaled from a topographic map and have
 EY0483.an estimated accuracy of +/- 6 seconds.
 EY0483
 EY0483.The orthometric height was determined by differential leveling
 EY0483.and adjusted by the  in 1992.
 EY0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0483.rate of 0.0 thru 1.0 mm/km.
 EY0483
 EY0483.The geoid height was determined by GEOID03.
 EY0483
 EY0483.The dynamic height is computed by dividing the NAVD 88
 EY0483.geopotential number by the normal gravity value computed on the
 EY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0483.degrees latitude (g = 980.6199 gals.).
 EY0483
 EY0483.The modeled gravity was interpolated from observed gravity values.
 EY0483
 EY0483;                    North         East    Units  Estimated Accuracy
 EY0483;SPC NC       -   243,980.      764,710.      MT  (+/- 180 meters Scaled)
 EY0483
 EY0483                          SUPERSEDED SURVEY CONTROL
 EY0483
 EY0483  NGVD 29 (??/??/92)   24.626  (m)           80.79   (f) ADJ UNCH    2 0
 EY0483
 EY0483.Superseded values are not recommended for survey control.
 EY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0483.See file dsdata.txt to determine how the superseded data were derived.
 EY0483
 EY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE942793(NAD 83)
 EY0483_MARKER: DB = BENCH MARK DISK
 EY0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0483_STAMPING: B 85 1935
 EY0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0483+STABILITY: SURFACE MOTION
 EY0483
 EY0483  HISTORY     - Date     Condition        Report By
 EY0483  HISTORY     - 1935     MONUMENTED       CGS
 EY0483  HISTORY     - 1969     MARK NOT FOUND   NGS
 EY0483  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0483
 EY0483                          STATION DESCRIPTION
 EY0483
 EY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0483'2 MI NW FROM HASSELL.
 EY0483'2.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EY0483'THE STATION AT HASSELL, MARTIN COUNTY, 100 YARDS SOUTHEAST
 EY0483'OF MILEPOST 34, 18.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 EY0483'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED B 85 1935
 EY0483'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 EY0483'GROUND.
 EY0483
 EY0483                          STATION RECOVERY (1969)
 EY0483
 EY0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EY0483'MARK NOT FOUND.
 EY0483
 EY0483                          STATION RECOVERY (1975)
 EY0483
 EY0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0476 ***********************************************************************
 FB0476  DESIGNATION -  B 86
 FB0476  PID         -  FB0476
 FB0476  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0476  USGS QUAD   -  EASTATOE GAP (1946)
 FB0476
 FB0476                         *CURRENT SURVEY CONTROL
 FB0476  ___________________________________________________________________
 FB0476* NAD 83(2001)-  35 06 53.49224(N)    082 49 09.04098(W)     ADJUSTED  
 FB0476* NAVD 88     -       693.905  (meters)    2276.59   (feet)  ADJUSTED  
 FB0476  ___________________________________________________________________
 FB0476  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 FB0476  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 FB0476  DYNAMIC HT  -         693.144 (meters)    2274.09  (feet)  COMP
 FB0476  MODELED GRAV-     979,515.8   (mgal)                       NAVD 88
 FB0476
 FB0476  HORZ ORDER  -  SECOND
 FB0476  VERT ORDER  -  SECOND    CLASS 0
 FB0476
 FB0476.The horizontal coordinates were established by classical geodetic methods
 FB0476.and adjusted by the National Geodetic Survey in August 2005.
 FB0476
 FB0476.The orthometric height was determined by differential leveling
 FB0476.and adjusted in June 1991.
 FB0476
 FB0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB0476
 FB0476.The geoid height was determined by GEOID03.
 FB0476
 FB0476.The dynamic height is computed by dividing the NAVD 88
 FB0476.geopotential number by the normal gravity value computed on the
 FB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0476.degrees latitude (g = 980.6199 gals.).
 FB0476
 FB0476.The modeled gravity was interpolated from observed gravity values.
 FB0476
 FB0476;                    North         East     Units Scale Factor Converg.
 FB0476;SPC NC       -   158,099.332   261,572.572   MT  0.99987543   -2 12 15.5
 FB0476;SPC NC       -   518,697.56    858,176.01   sFT  0.99987543   -2 12 15.5
 FB0476;SPC SC       -   365,400.103   443,752.905   MT  1.00011228   -1 00 30.8
 FB0476;SPC SC       - 1,198,819.24  1,455,882.23   iFT  1.00011228   -1 00 30.8
 FB0476;UTM  17      - 3,887,294.772   334,219.791   MT  0.99993872   -1 02 48.0
 FB0476
 FB0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB0476!SPC NC       -   0.99989583  x   0.99987543  =   0.99977127
 FB0476!SPC SC       -   0.99989583  x   1.00011228  =   1.00000810
 FB0476!UTM  17      -   0.99989583  x   0.99993872  =   0.99983456
 FB0476
 FB0476                          SUPERSEDED SURVEY CONTROL
 FB0476
 FB0476  NAD 83(1995)-  35 06 53.49229(N)    082 49 09.04078(W) AD(       ) 2
 FB0476  NAD 83(1986)-  35 06 53.49857(N)    082 49 09.03863(W) AD(       ) 2
 FB0476  NGVD 29 (??/??/92)  693.928  (m)         2276.66   (f) ADJ UNCH    2 0
 FB0476
 FB0476.Superseded values are not recommended for survey control.
 FB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0476.See file dsdata.txt to determine how the superseded data were derived.
 FB0476
 FB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3422087295(NAD 83)
 FB0476_MARKER: DB = BENCH MARK DISK
 FB0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FB0476_SP_SET: CULVERT HEADWALL
 FB0476_STAMPING: B 86 1935
 FB0476_MARK LOGO: CGS   
 FB0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0476+STABILITY: SURFACE MOTION
 FB0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0476+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1990
 FB0476
 FB0476  HISTORY     - Date     Condition        Report By
 FB0476  HISTORY     - 1935     MONUMENTED       CGS
 FB0476  HISTORY     - 19900131 GOOD             NCGS
 FB0476  HISTORY     - 19900821 GOOD             NCGS
 FB0476
 FB0476                          STATION DESCRIPTION
 FB0476
 FB0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0476'2.4 MI S FROM ROSMAN.
 FB0476'2.4 MILES SOUTH ALONG STATE HIGHWAY 283 FROM ROSMAN, TRANSYLVANIA
 FB0476'COUNTY, AT A CONCRETE BRIDGE OVER A CREEK, IN THE TOP OF THE EAST
 FB0476'END OF THE NORTH HEADWALL, AND 14 FEET NORTH OF THE CENTERLINE OF
 FB0476'THE HIGHWAY.
 FB0476
 FB0476                          STATION RECOVERY (1990)
 FB0476
 FB0476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB0476'RECOVERED IN GOOD CONDITION.
 FB0476
 FB0476                          STATION RECOVERY (1990)
 FB0476
 FB0476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC)
 FB0476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0820 ***********************************************************************
 FZ0820  DESIGNATION -  B 87
 FZ0820  PID         -  FZ0820
 FZ0820  STATE/COUNTY-  NC/WILKES
 FZ0820  USGS QUAD   -  WILKESBORO (1966)
 FZ0820
 FZ0820                         *CURRENT SURVEY CONTROL
 FZ0820  ___________________________________________________________________
 FZ0820* NAD 83(1986)-  36 08 51.     (N)    081 09 13.     (W)     SCALED    
 FZ0820* NAVD 88     -       317.579  (meters)    1041.92   (feet)  POSTED    
 FZ0820  ___________________________________________________________________
 FZ0820  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 FZ0820  DYNAMIC HT  -         317.280 (meters)    1040.94  (feet)  COMP
 FZ0820  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FZ0820
 FZ0820  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0820
 FZ0820.The horizontal coordinates were scaled from a topographic map and have
 FZ0820.an estimated accuracy of +/- 6 seconds.
 FZ0820
 FZ0820.The orthometric height was determined by differential leveling
 FZ0820.and adjusted by the  in 1992.
 FZ0820.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0820.rate of 0.0 thru 1.0 mm/km.
 FZ0820
 FZ0820.The geoid height was determined by GEOID03.
 FZ0820
 FZ0820.The dynamic height is computed by dividing the NAVD 88
 FZ0820.geopotential number by the normal gravity value computed on the
 FZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0820.degrees latitude (g = 980.6199 gals.).
 FZ0820
 FZ0820.The modeled gravity was interpolated from observed gravity values.
 FZ0820
 FZ0820;                    North         East    Units  Estimated Accuracy
 FZ0820;SPC NC       -   268,070.      415,800.      MT  (+/- 180 meters Scaled)
 FZ0820
 FZ0820                          SUPERSEDED SURVEY CONTROL
 FZ0820
 FZ0820  NGVD 29 (??/??/92)  317.742  (m)         1042.46   (f) ADJ UNCH    2 0
 FZ0820
 FZ0820.Superseded values are not recommended for survey control.
 FZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0820.See file dsdata.txt to determine how the superseded data were derived.
 FZ0820
 FZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA861003(NAD 83)
 FZ0820_MARKER: DB = BENCH MARK DISK
 FZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0820_STAMPING: B 87 1935
 FZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0820+STABILITY: SURFACE MOTION
 FZ0820
 FZ0820  HISTORY     - Date     Condition        Report By
 FZ0820  HISTORY     - 1935     MONUMENTED       CGS
 FZ0820  HISTORY     - 1961     GOOD             NGS
 FZ0820
 FZ0820                          STATION DESCRIPTION
 FZ0820
 FZ0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FZ0820'AT WILKESBORO.
 FZ0820'AT WILKESBORO, WILKES COUNTY, AT THE POST OFFICE, AT THE WEST END
 FZ0820'OF THE EAST STEPS, IN THE WEST FACE OF A MARBLE BLOCK, AND
 FZ0820'1-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 FZ0820'B 87 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0800 ***********************************************************************
 FZ0800  DESIGNATION -  B 88
 FZ0800  PID         -  FZ0800
 FZ0800  STATE/COUNTY-  NC/ALLEGHANY
 FZ0800  USGS QUAD   -  SPARTA WEST (1991)
 FZ0800
 FZ0800                         *CURRENT SURVEY CONTROL
 FZ0800  ___________________________________________________________________
 FZ0800* NAD 83(1986)-  36 33 26.     (N)    081 09 04.     (W)     SCALED    
 FZ0800* NAVD 88     -       740.679  (meters)    2430.04   (feet)  ADJUSTED  
 FZ0800  ___________________________________________________________________
 FZ0800  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FZ0800  DYNAMIC HT  -         739.949 (meters)    2427.65  (feet)  COMP
 FZ0800  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 FZ0800
 FZ0800  VERT ORDER  -  SECOND    CLASS 0
 FZ0800
 FZ0800.The horizontal coordinates were scaled from a topographic map and have
 FZ0800.an estimated accuracy of +/- 6 seconds.
 FZ0800
 FZ0800.The orthometric height was determined by differential leveling
 FZ0800.and adjusted in June 1991.
 FZ0800
 FZ0800.The geoid height was determined by GEOID03.
 FZ0800
 FZ0800.The dynamic height is computed by dividing the NAVD 88
 FZ0800.geopotential number by the normal gravity value computed on the
 FZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0800.degrees latitude (g = 980.6199 gals.).
 FZ0800
 FZ0800.The modeled gravity was interpolated from observed gravity values.
 FZ0800
 FZ0800;                    North         East    Units  Estimated Accuracy
 FZ0800;SPC NC       -   313,520.      417,010.      MT  (+/- 180 meters Scaled)
 FZ0800
 FZ0800                          SUPERSEDED SURVEY CONTROL
 FZ0800
 FZ0800  NGVD 29 (??/??/92)  740.802  (m)         2430.45   (f) ADJ UNCH    2 0
 FZ0800
 FZ0800.Superseded values are not recommended for survey control.
 FZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0800.See file dsdata.txt to determine how the superseded data were derived.
 FZ0800
 FZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA864457(NAD 83)
 FZ0800_MARKER: DB = BENCH MARK DISK
 FZ0800_SETTING: 0 = UNSPECIFIED SETTING
 FZ0800_STAMPING: B 88 1935
 FZ0800_MARK LOGO: CGS   
 FZ0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0800
 FZ0800  HISTORY     - Date     Condition        Report By
 FZ0800  HISTORY     - 1935     MONUMENTED       CGS
 FZ0800  HISTORY     - 20031217 SEE DESCRIPTION  NCGS
 FZ0800
 FZ0800                          STATION DESCRIPTION
 FZ0800
 FZ0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0800'5 MI NW FROM SPARTA.
 FZ0800'5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 21 FROM THE COUNTY COURTHOUSE
 FZ0800'AT SPARTA, ALLEGHANY COUNTY, 2.2 MILES NORTH OF THE JUNCTION OF U.S.
 FZ0800'HIGHWAY 221 AT TWIN OAKS, 1 MILE SOUTH OF THE NORTH CAROLINA-VIRGINIA
 FZ0800'STATE LINE, 85 YARDS NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 FZ0800'EAST TO A FARMHOUSE, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 FZ0800'AND 1 FOOT EAST OF A FENCE.
 FZ0800
 FZ0800                          STATION RECOVERY (2003)
 FZ0800
 FZ0800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0800'NOT FOUND. INSUFFICIENT REFERENCES. MAY HAVE BEEN DESTROYED DURING
 FZ0800'ROAD IMPROVEMENTS. AREA SEARCHED ABOUT 20 MINUETS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0451 ***********************************************************************
 FZ0451  DESIGNATION -  B 89
 FZ0451  PID         -  FZ0451
 FZ0451  STATE/COUNTY-  NC/SURRY
 FZ0451  USGS QUAD   -  SILOAM (1970)
 FZ0451
 FZ0451                         *CURRENT SURVEY CONTROL
 FZ0451  ___________________________________________________________________
 FZ0451* NAD 83(1986)-  36 16 03.     (N)    080 32 07.     (W)     SCALED    
 FZ0451* NAVD 88     -       244.444  (meters)     801.98   (feet)  ADJUSTED  
 FZ0451  ___________________________________________________________________
 FZ0451  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 FZ0451  DYNAMIC HT  -         244.214 (meters)     801.23  (feet)  COMP
 FZ0451  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 FZ0451
 FZ0451  VERT ORDER  -  SECOND    CLASS 0
 FZ0451
 FZ0451.The horizontal coordinates were scaled from a topographic map and have
 FZ0451.an estimated accuracy of +/- 6 seconds.
 FZ0451
 FZ0451.The orthometric height was determined by differential leveling
 FZ0451.and adjusted in June 1991.
 FZ0451
 FZ0451.The geoid height was determined by GEOID03.
 FZ0451
 FZ0451.The dynamic height is computed by dividing the NAVD 88
 FZ0451.geopotential number by the normal gravity value computed on the
 FZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0451.degrees latitude (g = 980.6199 gals.).
 FZ0451
 FZ0451.The modeled gravity was interpolated from observed gravity values.
 FZ0451
 FZ0451;                    North         East    Units  Estimated Accuracy
 FZ0451;SPC NC       -   280,350.      471,650.      MT  (+/- 180 meters Scaled)
 FZ0451
 FZ0451                          SUPERSEDED SURVEY CONTROL
 FZ0451
 FZ0451  NGVD 29 (??/??/92)  244.610  (m)          802.52   (f) ADJ UNCH    2 0
 FZ0451
 FZ0451.Superseded values are not recommended for survey control.
 FZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0451.See file dsdata.txt to determine how the superseded data were derived.
 FZ0451
 FZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA417137(NAD 83)
 FZ0451_MARKER: DB = BENCH MARK DISK
 FZ0451_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0451_SP_SET: GRANITE LEDGE
 FZ0451_STAMPING: B 89 1935
 FZ0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0451+STABILITY: POSITION/ELEVATION WELL
 FZ0451
 FZ0451  HISTORY     - Date     Condition        Report By
 FZ0451  HISTORY     - 1935     MONUMENTED       CGS
 FZ0451
 FZ0451                          STATION DESCRIPTION
 FZ0451
 FZ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0451'1.7 MI NW FROM SHOAL.
 FZ0451'1.7 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FZ0451'AT SHOAL, SURRY COUNTY, 300 YARDS NORTH OF MILEPOST 55, 130 YARDS
 FZ0451'NORTH OF A FARM-ROAD CROSSING, 6.5 FEET EAST OF THE EAST RAIL, IN
 FZ0451'A GRANITE LEDGE.  A STANDARD DISK, STAMPED B 89 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0855 ***********************************************************************
 FZ0855  CBN         -  This is a Cooperative Base Network Control Station.
 FZ0855  DESIGNATION -  B 90
 FZ0855  PID         -  FZ0855
 FZ0855  STATE/COUNTY-  NC/WILKES
 FZ0855  USGS QUAD   -  WILKESBORO (1966)
 FZ0855
 FZ0855                         *CURRENT SURVEY CONTROL
 FZ0855  ___________________________________________________________________
 FZ0855* NAD 83(2007)-  36 11 00.72093(N)    081 12 22.91632(W)     ADJUSTED  
 FZ0855* NAVD 88     -       407.095  (meters)    1335.61   (feet)  ADJUSTED  
 FZ0855  ___________________________________________________________________
 FZ0855  EPOCH DATE  -        2002.00
 FZ0855  X           -     787,969.615 (meters)                     COMP
 FZ0855  Y           -  -5,093,717.217 (meters)                     COMP
 FZ0855  Z           -   3,744,869.009 (meters)                     COMP
 FZ0855  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FZ0855  ELLIP HEIGHT-         374.152 (meters)          (02/10/07) ADJUSTED
 FZ0855  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FZ0855  DYNAMIC HT  -         406.701 (meters)    1334.32  (feet)  COMP
 FZ0855
 FZ0855  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ0855  Type    PID    Designation                      North   East  Ellip
 FZ0855  -------------------------------------------------------------------
 FZ0855  NETWORK FZ0855 B 90                              0.27   0.25   1.08
 FZ0855  -------------------------------------------------------------------
 FZ0855  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 FZ0855
 FZ0855  VERT ORDER  -  SECOND    CLASS 0
 FZ0855
 FZ0855.The horizontal coordinates were established by GPS observations
 FZ0855.and adjusted by the National Geodetic Survey in February 2007.
 FZ0855
 FZ0855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ0855.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ0855.The horizontal coordinates are valid at the epoch date displayed above.
 FZ0855.The epoch date for horizontal control is a decimal equivalence
 FZ0855.of Year/Month/Day.
 FZ0855
 FZ0855.The orthometric height was determined by differential leveling
 FZ0855.and adjusted in June 1991.
 FZ0855
 FZ0855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ0855
 FZ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0855
 FZ0855.The ellipsoidal height was determined by GPS observations
 FZ0855.and is referenced to NAD 83.
 FZ0855
 FZ0855.The geoid height was determined by GEOID03.
 FZ0855
 FZ0855.The dynamic height is computed by dividing the NAVD 88
 FZ0855.geopotential number by the normal gravity value computed on the
 FZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0855.degrees latitude (g = 980.6199 gals.).
 FZ0855
 FZ0855.The modeled gravity was interpolated from observed gravity values.
 FZ0855
 FZ0855;                    North         East     Units Scale Factor Converg.
 FZ0855;SPC NC       -   272,170.858   411,144.524   MT  1.00000475   -1 16 24.4
 FZ0855;SPC NC       -   892,947.22  1,348,896.66   sFT  1.00000475   -1 16 24.4
 FZ0855;UTM  17      - 4,004,325.052   481,443.935   MT  0.99960424   -0 07 18.6
 FZ0855
 FZ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0855!SPC NC       -   0.99994128  x   1.00000475  =   0.99994603
 FZ0855!UTM  17      -   0.99994128  x   0.99960424  =   0.99954554
 FZ0855
 FZ0855                          SUPERSEDED SURVEY CONTROL
 FZ0855
 FZ0855  NAD 83(2001)-  36 11 00.72116(N)    081 12 22.91611(W) AD(       ) B
 FZ0855  ELLIP H (01/30/03)  374.152  (m)                       GP(       ) 4 2
 FZ0855  NAD 83(1995)-  36 11 00.72155(N)    081 12 22.91593(W) AD(       ) B
 FZ0855  ELLIP H (09/11/96)  374.165  (m)                       GP(       ) 4 1
 FZ0855  NAD 83(1993)-  36 11 00.72707(N)    081 12 22.92206(W) AD(       ) 1
 FZ0855  NAD 83(1986)-  36 11 00.72824(N)    081 12 22.92200(W) AD(       ) 1
 FZ0855  NAD 83(1986)-  36 11 00.72824(N)    081 12 22.92200(W) AD(       ) 3
 FZ0855  NAD 27      -  36 11 00.25460(N)    081 12 23.61638(W) AD(       ) 3
 FZ0855  NAVD 88 (09/11/96)  407.10   (m)         1335.6    (f) LEVELING    3  
 FZ0855  NGVD 29 (??/??/92)  407.246  (m)         1336.11   (f) ADJ UNCH    2 0
 FZ0855
 FZ0855.Superseded values are not recommended for survey control.
 FZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0855.See file dsdata.txt to determine how the superseded data were derived.
 FZ0855
 FZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8144404325(NAD 83)
 FZ0855_MARKER: DB = BENCH MARK DISK
 FZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0855_SP_SET: SQUARE CONCRETE MONUMENT
 FZ0855_STAMPING: B 90 1935
 FZ0855_MARK LOGO: CGS   
 FZ0855_PROJECTION: FLUSH
 FZ0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0855+STABILITY: SURFACE MOTION
 FZ0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0855+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 FZ0855
 FZ0855  HISTORY     - Date     Condition        Report By
 FZ0855  HISTORY     - 1935     MONUMENTED       CGS
 FZ0855  HISTORY     - 1986     GOOD             NGS
 FZ0855  HISTORY     - 19920616 GOOD             NCGS
 FZ0855  HISTORY     - 19931207 GOOD             NCGS
 FZ0855  HISTORY     - 19970601 GOOD             NCGS
 FZ0855  HISTORY     - 20030127 GOOD             NCGS
 FZ0855  HISTORY     - 20030128 GOOD             NCGS
 FZ0855  HISTORY     - 20031201 GOOD             NCGS
 FZ0855
 FZ0855                          STATION DESCRIPTION
 FZ0855
 FZ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0855'4.4 MI W FROM NORTH WILKESBORO.
 FZ0855'4.4 MILES WEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ0855'AT NORTH WILKESBORO, WILKES COUNTY, 0.2 MILE WEST OF A SIDE
 FZ0855'ROAD LEADING NORTH TO THE OAK GROVE CHURCH, 0.1 MILE EAST OF
 FZ0855'THE HARMONY BAPTIST CHURCH, 20 FEET SOUTHWEST OF A FARM ROAD
 FZ0855'LEADING NORTHWEST AND 30 FEET NORTH OF THE CENTERLINE OF THE
 FZ0855'HIGHWAY.  A STANDARD DISK, STAMPED B 90 1935 AND SET IN THE TOP
 FZ0855'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 FZ0855
 FZ0855                          STATION RECOVERY (1986)
 FZ0855
 FZ0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FZ0855'THE STATION WAS RECOVERED AT THIS DATE.
 FZ0855'
 FZ0855'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 FZ0855'NORTHWEST OF NORTH WILKESBORO AND
 FZ0855'2.4 KM (1.5 MI) EAST-SOUTHEAST OF MILLERS CREEK.
 FZ0855'OWNERSHIP--ROAD RIGHT-OF-WAY.
 FZ0855'
 FZ0855'TO REACH THE STATION FROM THE WILKES COUNTY PUBLIC LIBRARY (OLD
 FZ0855'POST OFFICE) IN NORTH WILKESBORO, GO WEST FOR
 FZ0855'0.1 KM (0.05 MI) ON C STREET TO 10TH STREET.
 FZ0855'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON 10TH STREET TO THE
 FZ0855'JUNCTION OF U.S. HIGHWAY 421.
 FZ0855'TURN LEFT AND GO WEST FOR 0.7 KM (0.45 MI) ON HIGHWAY 421 TO A
 FZ0855'FORK, A TRAFFIC SIGNAL STRAIGHT AHEAD AND A HOSPITAL ON THE RIGHT.
 FZ0855'FOLLOW THE RIGHT FORK AND GO NORTHWEST FOR 6.2 KM (3.85 MI) ON
 FZ0855'COUNTY ROUTE 1304 (OLD U.S. HIGHWAY 421) TO THE STATION ON THE
 FZ0855'RIGHT.
 FZ0855'
 FZ0855'THE STATION IS A STANDARD CGS DISK
 FZ0855'STAMPED---B 90 1935---,
 FZ0855'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ0855'15 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FZ0855'11.73 METERS (38.5 FT) WEST-NORTHWEST FROM THE POWER POLE NUMBER
 FZ0855'180,
 FZ0855'8.84 METERS (29.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 FZ0855'OF THE HIGHWAY AND
 FZ0855'4.88 METERS (16.0 FT) WEST FROM THE APPROXIMATE CENTER OF A BLADED
 FZ0855'ROAD.
 FZ0855'
 FZ0855'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FZ0855'MARCH 1986.
 FZ0855'
 FZ0855'THIS STATION SUITABLE FOR GPS SURVEYS.
 FZ0855'
 FZ0855'DESCRIBED BY L.D. ACRES.
 FZ0855
 FZ0855                          STATION RECOVERY (1992)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ0855'RECOVERED IN GOOD CONDITION.
 FZ0855
 FZ0855                          STATION RECOVERY (1993)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 FZ0855'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. STATION IS
 FZ0855'LOCATED ABOUT 4.0 MI (6.4 KM) NORTHWEST OF NORTH WILKESBORO AND 1.5 MI
 FZ0855'(2.4 KM) EAST-SOUTHEAST OF MILLERS CREEK. ALONG SR 1372-BOONE
 FZ0855'TRAIL/OLD 421 FOR 1.85 MI (2.98 KM) EAST FROM NC 16 (IN MILLERS
 FZ0855'CREEK), ON THE NORTH SIDE OF THE ROAD. MARK IS ABOUT LEVEL WITH SR
 FZ0855'1372 AND FLUSH WITH THE GROUND.  LOCATED 38.5 FT (11.7 M)
 FZ0855'WEST-NORTHWEST OF POWER POLE NUMBER 180, 29.0 NORTH-NORTHWEST OF THE
 FZ0855'APPROXIMATE CENTER OF SR 1372, AND 16.0 FT (4.9 M) WEST OF THE
 FZ0855'APPROXIMATE CENTER OF A BLADED ROAD.
 FZ0855
 FZ0855                          STATION RECOVERY (1997)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FZ0855'RECOVERED AS DESCRIBED.
 FZ0855
 FZ0855                          STATION RECOVERY (2003)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0855'RECOVERED AS DESCRIBED.
 FZ0855
 FZ0855                          STATION RECOVERY (2003)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0855'RECOVERED AS DESCRIBED.
 FZ0855
 FZ0855                          STATION RECOVERY (2003)
 FZ0855
 FZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1079 ***********************************************************************
 FA1079  DESIGNATION -  B 92
 FA1079  PID         -  FA1079
 FA1079  STATE/COUNTY-  NC/GUILFORD
 FA1079  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1079
 FA1079                         *CURRENT SURVEY CONTROL
 FA1079  ___________________________________________________________________
 FA1079* NAD 83(1986)-  35 56 07.     (N)    080 00 00.     (W)     SCALED    
 FA1079* NAVD 88     -       260.068  (meters)     853.24   (feet)  ADJUSTED  
 FA1079  ___________________________________________________________________
 FA1079  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FA1079  DYNAMIC HT  -         259.843 (meters)     852.50  (feet)  COMP
 FA1079  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 FA1079
 FA1079  VERT ORDER  -  FIRST     CLASS II
 FA1079
 FA1079.The horizontal coordinates were scaled from a topographic map and have
 FA1079.an estimated accuracy of +/- 6 seconds.
 FA1079
 FA1079.The orthometric height was determined by differential leveling
 FA1079.and adjusted in June 1991.
 FA1079
 FA1079.The geoid height was determined by GEOID03.
 FA1079
 FA1079.The dynamic height is computed by dividing the NAVD 88
 FA1079.geopotential number by the normal gravity value computed on the
 FA1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1079.degrees latitude (g = 980.6199 gals.).
 FA1079
 FA1079.The modeled gravity was interpolated from observed gravity values.
 FA1079
 FA1079;                    North         East    Units  Estimated Accuracy
 FA1079;SPC NC       -   242,870.      519,370.      MT  (+/- 180 meters Scaled)
 FA1079
 FA1079                          SUPERSEDED SURVEY CONTROL
 FA1079
 FA1079  NGVD 29 (??/??/92)  260.297  (m)          853.99   (f) ADJ UNCH    1 2
 FA1079
 FA1079.Superseded values are not recommended for survey control.
 FA1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1079.See file dsdata.txt to determine how the superseded data were derived.
 FA1079
 FA1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV902772(NAD 83)
 FA1079_MARKER: DB = BENCH MARK DISK
 FA1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1079_STAMPING: B 92 1935
 FA1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1079+STABILITY: SURFACE MOTION
 FA1079
 FA1079  HISTORY     - Date     Condition        Report By
 FA1079  HISTORY     - 1935     MONUMENTED       CGS
 FA1079  HISTORY     - 1949     MARK NOT FOUND   NGS
 FA1079  HISTORY     - 1949     MARK NOT FOUND   USGS
 FA1079  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 FA1079
 FA1079                          STATION DESCRIPTION
 FA1079
 FA1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FA1079'1.8 MI SW FROM HIGH POINT.
 FA1079'IT WAS REPORTED THAT THE MARK IS BELIEVED TO BE BURIED.  1.8
 FA1079'MILES SOUTHWEST ALONG THE HIGH POINT, RANDLEMAN, ASHEBORO
 FA1079'AND SOUTHERN RAILROAD FROM THE STATION AT HIGH POINT, GUILFORD
 FA1079'COUNTY, 5 POLES NORTH OF MILEPOST 2, AT A WYE, 24.2 FEET SOUTHWEST
 FA1079'OF THE NORTHWEST CORNER OF A FENCE AROUND AN ELECTRIC TRANSFORMER
 FA1079'STATION, 30 FEET EAST OF THE EAST RAIL AND SET IN THE TOP OF
 FA1079'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- RAILROAD
 FA1079'NOW ABANDONED.
 FA1079
 FA1079                          STATION RECOVERY (1949)
 FA1079
 FA1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 FA1079'MARK NOT FOUND.
 FA1079
 FA1079                          STATION RECOVERY (2004)
 FA1079
 FA1079'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0813 ***********************************************************************
 EZ0813  DESIGNATION -  B 93
 EZ0813  PID         -  EZ0813
 EZ0813  STATE/COUNTY-  NC/HARNETT
 EZ0813  USGS QUAD   -  ANGIER (1993)
 EZ0813
 EZ0813                         *CURRENT SURVEY CONTROL
 EZ0813  ___________________________________________________________________
 EZ0813* NAD 83(2001)-  35 31 02.84450(N)    078 44 23.75481(W)     ADJUSTED  
 EZ0813* NAVD 88     -       103.172  (meters)     338.49   (feet)  ADJUSTED  
 EZ0813  ___________________________________________________________________
 EZ0813  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EZ0813  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 EZ0813  DYNAMIC HT  -         103.082 (meters)     338.19  (feet)  COMP
 EZ0813  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 EZ0813
 EZ0813  HORZ ORDER  -  SECOND
 EZ0813  VERT ORDER  -  SECOND    CLASS 0
 EZ0813
 EZ0813.The horizontal coordinates were established by classical geodetic methods
 EZ0813.and adjusted by the National Geodetic Survey in August 2005.
 EZ0813
 EZ0813.The orthometric height was determined by differential leveling
 EZ0813.and adjusted in June 1991.
 EZ0813
 EZ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0813
 EZ0813.The geoid height was determined by GEOID03.
 EZ0813
 EZ0813.The dynamic height is computed by dividing the NAVD 88
 EZ0813.geopotential number by the normal gravity value computed on the
 EZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0813.degrees latitude (g = 980.6199 gals.).
 EZ0813
 EZ0813.The modeled gravity was interpolated from observed gravity values.
 EZ0813
 EZ0813;                    North         East     Units Scale Factor Converg.
 EZ0813;SPC NC       -   196,095.827   633,189.155   MT  0.99988331   +0 09 00.4
 EZ0813;SPC NC       -   643,357.73  2,077,388.09   sFT  0.99988331   +0 09 00.4
 EZ0813;UTM  17      - 3,932,778.492   704,945.646   MT  1.00011763   +1 18 48.4
 EZ0813
 EZ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0813!SPC NC       -   0.99998899  x   0.99988331  =   0.99987230
 EZ0813!UTM  17      -   0.99998899  x   1.00011763  =   1.00010662
 EZ0813
 EZ0813|---------------------------------------------------------------------|
 EZ0813| PID    Reference Object                     Distance      Geod. Az  |
 EZ0813|                                                           dddmmss.s |
 EZ0813| EZ5277 ANGIER WHITNEY BLAKE TANK           345.179 METERS 04052     |
 EZ0813| EZ5268 ANGIER MUN TANK                     478.598 METERS 1783611.9 |
 EZ0813| EZ5278 BAILEY                              250.959 METERS 34656     |
 EZ0813|---------------------------------------------------------------------|
 EZ0813
 EZ0813                          SUPERSEDED SURVEY CONTROL
 EZ0813
 EZ0813  NAD 83(1986)-  35 31 02.84793(N)    078 44 23.76517(W) AD(       ) 2
 EZ0813  NAD 27      -  35 31 02.27436(N)    078 44 24.71428(W) AD(       ) 2
 EZ0813  NGVD 29 (??/??/92)  103.418  (m)          339.30   (f) ADJ UNCH    2 0
 EZ0813
 EZ0813.Superseded values are not recommended for survey control.
 EZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0813.See file dsdata.txt to determine how the superseded data were derived.
 EZ0813
 EZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0494632778(NAD 83)
 EZ0813_MARKER: DB = BENCH MARK DISK
 EZ0813_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ0813_SP_SET: CONCRETE POST
 EZ0813_STAMPING: B 93 1935
 EZ0813_MARK LOGO: CGS   
 EZ0813_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0813+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2006
 EZ0813
 EZ0813  HISTORY     - Date     Condition        Report By
 EZ0813  HISTORY     - 1935     MONUMENTED       CGS
 EZ0813  HISTORY     - 1957     GOOD             CGS
 EZ0813  HISTORY     - 1964     GOOD             CGS
 EZ0813  HISTORY     - 1964     GOOD             CGS
 EZ0813  HISTORY     - 19840101 GOOD             NCGS
 EZ0813  HISTORY     - 19980623 GOOD             USPSQD
 EZ0813  HISTORY     - 20040304 GOOD             NCGS
 EZ0813  HISTORY     - 20040821 GOOD             GEOCAC
 EZ0813  HISTORY     - 20061020 GOOD             GEOCAC
 EZ0813
 EZ0813                          STATION DESCRIPTION
 EZ0813
 EZ0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCE)
 EZ0813'BENCH MARK B 93 1935 IS 27-1/2 FEET WEST-NORTHWEST OF
 EZ0813'RAILROAD CROSSING, 35 FEET SOUTHEAST OF DRIVEWAY, 11 FEET
 EZ0813'EAST-NORTHEAST OF TELEPHONE POLE AND 2 FEET SOUTH OF RAILROAD
 EZ0813'CROSSBUCK.  THE MARK IS A STANDARD BENCH MARK DISK SET IN
 EZ0813'6X6 INCH CONCRETE POST, PROJECTS 6 INCHES AND DISK IS
 EZ0813'STAMPED---B 93 1935---.
 EZ0813'
 EZ0813'STATION IS LOCATED ABOUT 0.7 MILE NORTH OF RAILROAD DEPOT IN ANGIER.
 EZ0813'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ANG AND THE
 EZ0813'DISTANCE IS 52.847 METERS OR 173.38 FEET.
 EZ0813'
 EZ0813'TO REACH FROM RAILROAD DEPOT IN ANGIER, GO NORTH ON SURFACED ROAD FOR
 EZ0813'0.7 MILE TO RAILROAD CROSSING AND STATION ON LEFT (WEST) SIDE OF
 EZ0813'ROAD.
 EZ0813
 EZ0813                          STATION RECOVERY (1957)
 EZ0813
 EZ0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 EZ0813'0.6 MI N FROM ANGIER.
 EZ0813'0.6 MILE NORTH ALONG THE DURHAM AND SOUTHERN RAILWAY FROM THE
 EZ0813'STATION AT ANGIER, HARNETT COUNTY, AT A CURVE, 25 FEET SOUTHWEST OF
 EZ0813'THE CENTER OF A ROAD CROSSING, 21.8 FEET WEST OF THE WEST RAIL,
 EZ0813'ON A SMALL BANK, AND IN LINE WITH THE WEST RAIL OF A TANGENT.
 EZ0813'A STANDARD DISK, STAMPED---B 93 1935---AND SET IN THE TOP OF A
 EZ0813'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 EZ0813
 EZ0813                          STATION RECOVERY (1964)
 EZ0813
 EZ0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMS)
 EZ0813'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ0813
 EZ0813                          STATION RECOVERY (1964)
 EZ0813
 EZ0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EZ0813'RECOVERED IN GOOD CONDITION.
 EZ0813
 EZ0813                          STATION RECOVERY (1984)
 EZ0813
 EZ0813'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ0813'RECOVERED IN GOOD CONDITION.
 EZ0813
 EZ0813                          STATION RECOVERY (1998)
 EZ0813
 EZ0813'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ0813'RECOVERED IN GOOD CONDITION.
 EZ0813
 EZ0813                          STATION RECOVERY (2004)
 EZ0813
 EZ0813'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ0813'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 EZ0813' 
 EZ0813'MARK PROJECTS 6-IN (15 CM) ABOVE THE GROUND AND IS ABOUT LEVEL WITH
 EZ0813'EAST BROAD SAINT.  TILTED 7-DEGREES EAST-NORTHEAST---USE WITH
 EZ0813'CAUTION---.  THE RAILROAD TRACK AND THE TELEPHONE POLE ARE GONE.
 EZ0813
 EZ0813                          STATION RECOVERY (2004)
 EZ0813
 EZ0813'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ0813'RAILROAD TRACKS HAVE BEEN REMOVED. CONCRETE POST PROJECTING 2 INCHES
 EZ0813'ABOVE GROUND IN THE YARD OF, AND 30 FEET SOUTHWEST OF THE MAILBOX FOR,
 EZ0813'STREET ADDRESS 727 W BROAD ST E, AT INTERSECTION OF JUNNY ROAD AND
 EZ0813'BROAD STREET. GPS READING 35 DEG 31.045 MIN, 078 DEG 44.380 MIN
 EZ0813'(ACCURACY 12.3 FEET).
 EZ0813
 EZ0813                          STATION RECOVERY (2006)
 EZ0813
 EZ0813'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0813'VISITED SITE. MONUMENT IS LEANING SLIGHTLY TOWARD EAST.
 EZ0813'HH2 COORDINATES N35 31 2.9, W78 44 23.8.
 EZ0813' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0173 ***********************************************************************
 FA0173  DESIGNATION -  B 96
 FA0173  PID         -  FA0173
 FA0173  STATE/COUNTY-  NC/STANLY
 FA0173  USGS QUAD   -  RICHFIELD (1993)
 FA0173
 FA0173                         *CURRENT SURVEY CONTROL
 FA0173  ___________________________________________________________________
 FA0173* NAD 83(1986)-  35 23 04.     (N)    080 21 23.     (W)     SCALED    
 FA0173* NAVD 88     -       191.107  (meters)     626.99   (feet)  ADJUSTED  
 FA0173  ___________________________________________________________________
 FA0173  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA0173  DYNAMIC HT  -         190.937 (meters)     626.43  (feet)  COMP
 FA0173  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 FA0173
 FA0173  VERT ORDER  -  SECOND    CLASS 0
 FA0173
 FA0173.The horizontal coordinates were scaled from a topographic map and have
 FA0173.an estimated accuracy of +/- 6 seconds.
 FA0173
 FA0173.The orthometric height was determined by differential leveling
 FA0173.and adjusted in June 1991.
 FA0173
 FA0173.The geoid height was determined by GEOID03.
 FA0173
 FA0173.The dynamic height is computed by dividing the NAVD 88
 FA0173.geopotential number by the normal gravity value computed on the
 FA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0173.degrees latitude (g = 980.6199 gals.).
 FA0173
 FA0173.The modeled gravity was interpolated from observed gravity values.
 FA0173
 FA0173;                    North         East    Units  Estimated Accuracy
 FA0173;SPC NC       -   182,150.      486,380.      MT  (+/- 180 meters Scaled)
 FA0173
 FA0173                          SUPERSEDED SURVEY CONTROL
 FA0173
 FA0173  NGVD 29 (??/??/92)  191.361  (m)          627.82   (f) ADJ UNCH    2 0
 FA0173
 FA0173.Superseded values are not recommended for survey control.
 FA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0173.See file dsdata.txt to determine how the superseded data were derived.
 FA0173
 FA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV584158(NAD 83)
 FA0173_MARKER: DB = BENCH MARK DISK
 FA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0173_STAMPING: B 96 1935
 FA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0173+STABILITY: SURFACE MOTION
 FA0173
 FA0173  HISTORY     - Date     Condition        Report By
 FA0173  HISTORY     - 1935     MONUMENTED       CGS
 FA0173  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0173
 FA0173                          STATION DESCRIPTION
 FA0173
 FA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0173'AT FINGER.
 FA0173'4.6 MILES EAST ALONG STATE HIGHWAY 73 FROM MT. PLEASANT,
 FA0173'CABARRUS COUNTY, 129 FEET EAST OF THE CENTER OF SR 1234 LEADING
 FA0173'NORTH, 39 FEET NORTH OF THE CENTER OF HIGHWAY 73, AND 4.6
 FA0173'FEET EAST OF A POWER-LINE POLE, SET IN THE TOP OF A CONCRETE
 FA0173'POST THAT PROJECTS 4 INCHES.  THE PROBABLE SITE WAS PROBED
 FA0173'WITHOUT RESULTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0122 ***********************************************************************
 FA0122  DESIGNATION -  B 97
 FA0122  PID         -  FA0122
 FA0122  STATE/COUNTY-  NC/DAVIDSON
 FA0122  USGS QUAD   -  LEXINGTON WEST (1994)
 FA0122
 FA0122                         *CURRENT SURVEY CONTROL
 FA0122  ___________________________________________________________________
 FA0122* NAD 83(1986)-  35 49 08.     (N)    080 16 06.     (W)     SCALED    
 FA0122* NAVD 88     -       229.720  (meters)     753.67   (feet)  ADJUSTED  
 FA0122  ___________________________________________________________________
 FA0122  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FA0122  DYNAMIC HT  -         229.517 (meters)     753.01  (feet)  COMP
 FA0122  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 FA0122
 FA0122  VERT ORDER  -  FIRST     CLASS II
 FA0122
 FA0122.The horizontal coordinates were scaled from a topographic map and have
 FA0122.an estimated accuracy of +/- 6 seconds.
 FA0122
 FA0122.The orthometric height was determined by differential leveling
 FA0122.and adjusted in June 1991.
 FA0122
 FA0122.The geoid height was determined by GEOID03.
 FA0122
 FA0122.The dynamic height is computed by dividing the NAVD 88
 FA0122.geopotential number by the normal gravity value computed on the
 FA0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0122.degrees latitude (g = 980.6199 gals.).
 FA0122
 FA0122.The modeled gravity was interpolated from observed gravity values.
 FA0122
 FA0122;                    North         East    Units  Estimated Accuracy
 FA0122;SPC NC       -   230,240.      495,000.      MT  (+/- 180 meters Scaled)
 FA0122
 FA0122                          SUPERSEDED SURVEY CONTROL
 FA0122
 FA0122  NGVD 29 (??/??/92)  229.939  (m)          754.39   (f) ADJ UNCH    1 2
 FA0122
 FA0122.Superseded values are not recommended for survey control.
 FA0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0122.See file dsdata.txt to determine how the superseded data were derived.
 FA0122
 FA0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV660641(NAD 83)
 FA0122_MARKER: DB = BENCH MARK DISK
 FA0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0122_STAMPING: B 97 1935
 FA0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0122+STABILITY: SURFACE MOTION
 FA0122
 FA0122  HISTORY     - Date     Condition        Report By
 FA0122  HISTORY     - 1935     MONUMENTED       CGS
 FA0122  HISTORY     - 1949     GOOD             NGS
 FA0122
 FA0122                          STATION DESCRIPTION
 FA0122
 FA0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FA0122'0.5 MI S FROM LEXINGTON.
 FA0122'0.5 MILE SOUTH ALONG THE WINSTON-SALEM SOUTHBOUND RAILWAY FROM
 FA0122'THE STATION AT LEXINGTON, AT THE SOUTH END OF A CUT, 15.5 FEET
 FA0122'EAST OF THE EAST RAIL, AND 33 FEET NORTHWEST OF A POLE.  A
 FA0122'STANDARD DISK, STAMPED B 97 1935 AND SET IN THE TOP OF A CONCRETE
 FA0122'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1287 ***********************************************************************
 FX1287  DESIGNATION -  B 99
 FX1287  PID         -  FX1287
 FX1287  STATE/COUNTY-  NC/HALIFAX
 FX1287  USGS QUAD   -  PALMYRA (1962)
 FX1287
 FX1287                         *CURRENT SURVEY CONTROL
 FX1287  ___________________________________________________________________
 FX1287* NAD 83(1986)-  36 04 44.     (N)    077 21 32.     (W)     SCALED    
 FX1287* NAVD 88     -        28.945  (meters)      94.96   (feet)  POSTED    
 FX1287  ___________________________________________________________________
 FX1287  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 FX1287  DYNAMIC HT  -          28.920 (meters)      94.88  (feet)  COMP
 FX1287  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 FX1287
 FX1287  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1287
 FX1287.The horizontal coordinates were scaled from a topographic map and have
 FX1287.an estimated accuracy of +/- 6 seconds.
 FX1287
 FX1287.The orthometric height was determined by differential leveling
 FX1287.and adjusted by the  in 1992.
 FX1287.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1287.rate of 1.1 thru 2.0 mm/km.
 FX1287
 FX1287.The geoid height was determined by GEOID03.
 FX1287
 FX1287.The dynamic height is computed by dividing the NAVD 88
 FX1287.geopotential number by the normal gravity value computed on the
 FX1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1287.degrees latitude (g = 980.6199 gals.).
 FX1287
 FX1287.The modeled gravity was interpolated from observed gravity values.
 FX1287
 FX1287;                    North         East    Units  Estimated Accuracy
 FX1287;SPC NC       -   259,580.      757,410.      MT  (+/- 180 meters Scaled)
 FX1287
 FX1287                          SUPERSEDED SURVEY CONTROL
 FX1287
 FX1287  NGVD 29 (??/??/92)   29.285  (m)           96.08   (f) ADJ UNCH    2 0
 FX1287
 FX1287.Superseded values are not recommended for survey control.
 FX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1287.See file dsdata.txt to determine how the superseded data were derived.
 FX1287
 FX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE875952(NAD 83)
 FX1287_MARKER: DB = BENCH MARK DISK
 FX1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1287_STAMPING: B 99 1935
 FX1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1287+STABILITY: SURFACE MOTION
 FX1287
 FX1287  HISTORY     - Date     Condition        Report By
 FX1287  HISTORY     - 1935     MONUMENTED       CGS
 FX1287  HISTORY     - 1962     MARK NOT FOUND   NGS
 FX1287
 FX1287                          STATION DESCRIPTION
 FX1287
 FX1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FX1287'AT PALMYRA.
 FX1287'AT PALMYRA, ABOUT 200 YARDS SOUTHWEST OF THE ATLANTIC COAST LINE
 FX1287'RAILROAD STATION, 32 YARDS NORTHEAST OF MILEPOST 84, 17 YARDS EAST
 FX1287'OF THE SWITCH AT THE NORTHEAST END OF A SIDETRACK AND 30.5 FEET
 FX1287'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK.  A STANDARD
 FX1287'DISK, STAMPED B 99 1935 AND SET IN THE TOP OF A CONCRETE POST
 FX1287'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2504 ***********************************************************************
 DD2504  DESIGNATION -  B H JR USE 1923
 DD2504  PID         -  DD2504
 DD2504  STATE/COUNTY-  NC/BRUNSWICK
 DD2504  USGS QUAD   -  CAPE FEAR (1970)
 DD2504
 DD2504                         *CURRENT SURVEY CONTROL
 DD2504  ___________________________________________________________________
 DD2504* NAD 83(2001)-  33 52 19.72540(N)    078 00 15.29786(W)     ADJUSTED  
 DD2504* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 DD2504  ___________________________________________________________________
 DD2504  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DD2504  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 DD2504  HORZ ORDER  -  THIRD
 DD2504
 DD2504.The horizontal coordinates were established by classical geodetic methods
 DD2504.and adjusted by the National Geodetic Survey in August 2005.
 DD2504
 DD2504.The orthometric height was scaled from a topographic map.
 DD2504
 DD2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2504
 DD2504.The geoid height was determined by GEOID03.
 DD2504
 DD2504;                    North         East     Units Scale Factor Converg.
 DD2504;SPC NC       -    14,012.952   701,744.176   MT  1.00015958   +0 34 29.0
 DD2504;SPC NC       -    45,974.16  2,302,305.68   sFT  1.00015958   +0 34 29.0
 DD2504;UTM  17      - 3,752,019.807   777,113.056   MT  1.00054677   +1 40 14.6
 DD2504;UTM  18      - 3,752,042.778   222,100.512   MT  1.00055215   -1 40 31.7
 DD2504
 DD2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2504!SPC NC       -   1.00000529  x   1.00015958  =   1.00016487
 DD2504!UTM  17      -   1.00000529  x   1.00054677  =   1.00055206
 DD2504!UTM  18      -   1.00000529  x   1.00055215  =   1.00055744
 DD2504
 DD2504:                Primary Azimuth Mark                     Grid Az
 DD2504:SPC NC       -  QUARANTINE STATION WATER TANK            007 13 25.1
 DD2504:UTM  17      -  QUARANTINE STATION WATER TANK            006 07 39.5
 DD2504:UTM  18      -  QUARANTINE STATION WATER TANK            009 28 25.8
 DD2504
 DD2504|---------------------------------------------------------------------|
 DD2504| PID    Reference Object                     Distance      Geod. Az  |
 DD2504|                                                           dddmmss.s |
 DD2504| UT0098 QUARANTINE STATION WATER TANK       APPROX. 5.5 KM 0074754.1 |
 DD2504| DD2499 FORT CASWELL RANGE FRONT BCN        APPROX. 0.6 KM 0121604.5 |
 DD2504| UT0086 MIDDLE GRD SHOAL RNG FRONT BCN      APPROX. 1.6 KM 0175943.7 |
 DD2504| UT0087 MIDDLE GRD SHOAL RNG REAR BCN       APPROX. 2.7 KM 0245312.4 |
 DD2504| DD2472 R                                   APPROX. 3.6 KM 3085041.7 |
 DD2504| DD2446 FORT CASWELL STEEL WATER TANK       APPROX. 2.6 KM 3342933.3 |
 DD2504| DD2431 BATTERY ISLAND BEACON 2A            APPROX. 3.8 KM 3423337.4 |
 DD2504| DD2485 SOUTHPORT WATER TANK                APPROX. 5.7 KM 3450814.7 |
 DD2504|---------------------------------------------------------------------|
 DD2504
 DD2504                          SUPERSEDED SURVEY CONTROL
 DD2504
 DD2504  NAD 83(1986)-  33 52 19.73673(N)    078 00 15.30720(W) AD(       ) 3
 DD2504  NAD 27      -  33 52 19.10300(N)    078 00 16.34200(W) AD(       ) 3
 DD2504
 DD2504.Superseded values are not recommended for survey control.
 DD2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2504.See file dsdata.txt to determine how the superseded data were derived.
 DD2504
 DD2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7711352020(NAD 83)
 DD2504_MARKER: DD = SURVEY DISK
 DD2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DD2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2504+STABILITY: SURFACE MOTION
 DD2504
 DD2504  HISTORY     - Date     Condition        Report By
 DD2504  HISTORY     - 1923     MONUMENTED       USE
 DD2504
 DD2504                          STATION DESCRIPTION
 DD2504
 DD2504'DESCRIBED BY US ENGINEERS 1923
 DD2504'STATION IS AT THE MOUTH OF CAPE FEAR RIVER ON THE E SIDE, 1/4
 DD2504'MILE SSW FROM BALD HEAD LIGHTHOUSE, ON A SANDY HILL THE N SIDE
 DD2504'OF WHICH IS COVERED WITH CEDAR BUSHES, 3 YARDS NW OF A BRICK
 DD2504'OPEN WATER TANK 4 YARDS SQUARE BY 5 YARDS HIGH, 330 YARDS FROM
 DD2504'THE RIVERBANK WHERE THERE ARE A LARGE NUMBER OF PILES, EVIDENTLY
 DD2504'THE FOUNDATION OF A DESTROYED BUILDING.
 DD2504'
 DD2504'THE STATION IS MARKED BY A STANDARD DISK STATION MARK SET IN
 DD2504'THE CENTER OF A CONCRETE BLOCK, 4 FEET SQUARE, SET BY THE
 DD2504'U.S. ENGINEERS WHO ESTABLISHED THE STATION.
 DD2504'
 DD2504'TWO REFERENCE MARKS, EACH CONSISTING OF A STANDARD DISK
 DD2504'REFERENCE MARK SET IN CONCRETE, WERE
 DD2504'ESTABLISHED, ONE N OF THE STATION AT THE S FOOT OF A LITTLE
 DD2504'CEDAR-COVERED RISE, AND THE OTHER SE OF THE STATION A MOUND OF
 DD2504'SHELLS, IN THE OPEN.  REFERENCE MARK NO.1 IS 78.182 METERS
 DD2504'(256.50 FEET) FROM THE STATION N 83 DEG 06 MIN E.
 DD2504'REFERENCE MARK NO.2 IS 55.489 METERS (182.05 FEET) FROM THE STATION
 DD2504'S 30 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH6026 ***********************************************************************
 DH6026  DESIGNATION -  B SUGAR
 DH6026  PID         -  DH6026
 DH6026  STATE/COUNTY-  NC/MECKLENBURG
 DH6026  USGS QUAD   -  FORT MILL (1993)
 DH6026
 DH6026                         *CURRENT SURVEY CONTROL
 DH6026  ___________________________________________________________________
 DH6026* NAD 83(1986)-  35 07 18.     (N)    080 54 10.     (W)     SCALED    
 DH6026* NAVD 88     -       172.352  (meters)     565.46   (feet)  ADJUSTED  
 DH6026  ___________________________________________________________________
 DH6026  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DH6026  DYNAMIC HT  -         172.196 (meters)     564.95  (feet)  COMP
 DH6026  MODELED GRAV-     979,720.8   (mgal)                       NAVD 88
 DH6026
 DH6026  VERT ORDER  -  SECOND    CLASS II
 DH6026
 DH6026.The horizontal coordinates were scaled from a topographic map and have
 DH6026.an estimated accuracy of +/- 6 seconds.
 DH6026
 DH6026.The orthometric height was determined by differential leveling
 DH6026.and adjusted in August 2007.
 DH6026.No vertical observational check was made to the station.
 DH6026
 DH6026.The geoid height was determined by GEOID03.
 DH6026
 DH6026.The dynamic height is computed by dividing the NAVD 88
 DH6026.geopotential number by the normal gravity value computed on the
 DH6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6026.degrees latitude (g = 980.6199 gals.).
 DH6026
 DH6026.The modeled gravity was interpolated from observed gravity values.
 DH6026
 DH6026;                    North         East    Units  Estimated Accuracy
 DH6026;SPC NC       -   153,820.      436,190.      MT  (+/- 180 meters Scaled)
 DH6026
 DH6026                          SUPERSEDED SURVEY CONTROL
 DH6026
 DH6026.No superseded survey control is available for this station.
 DH6026
 DH6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU088865(NAD 83)
 DH6026_MARKER: DD = SURVEY DISK
 DH6026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH6026_SP_SET: WINGWALL
 DH6026_STAMPING: B SUGAR NO 6
 DH6026_MARK LOGO: NC0870
 DH6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6026+STABILITY: SURFACE MOTION
 DH6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6026+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2008
 DH6026
 DH6026  HISTORY     - Date     Condition        Report By
 DH6026  HISTORY     - 2002     MONUMENTED       NC0870
 DH6026  HISTORY     - 20021216 GOOD             NCGS
 DH6026  HISTORY     - 20080112 GOOD             NCDOT
 DH6026
 DH6026                          STATION DESCRIPTION
 DH6026
 DH6026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DH6026'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF CHARLOTTE
 DH6026'AND 2.5 MI (4.0 KM) NORTHWEST OF PINEVILLE. PROCEED ALONG WESTINGHOUSE
 DH6026'BOULEVARD FOR 0.5 MI (0.8 KM) EAST FROM I-77 (EXIT 1), THENCE NORTH
 DH6026'FOR 0.85 MI (1.37 KM) ALONG NATIONS FORD ROAD, ON THE WEST SIDE OF THE
 DH6026'ROAD. MARK IS ABOUT LEVEL WITH NATIONS FORD ROAD. LOCATED 29.5 FT (9.0
 DH6026'M) NORTHWEST OF THE CENTERLINE OF NATIONS FORD ROAD, 4.8 FT (1.5 M)
 DH6026'SOUTHWEST OF THE NORTH END OF THE WEST BRIDGE RAIL--AND 10.2 FT (3.1
 DH6026'M) SOUTH OF A POWER POLE WITH A REFERENCE TAG.
 DH6026
 DH6026                          STATION RECOVERY (2008)
 DH6026
 DH6026'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 DH6026'THE STATION IS STAMPED B SUGAR 6. THERE ARE OTHER CHARLOTTE
 DH6026'MECKLENBURG STORM WATER SERVICES BENCHMARKS IN THE AREA THAT ARE ALSO
 DH6026'STAMPED B SUGAR, BUT WITH DIFFERENT NUMBERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4145 ***********************************************************************
 FB4145  DESIGNATION -  BA 5X
 FB4145  PID         -  FB4145
 FB4145  STATE/COUNTY-  NC/GATES
 FB4145  USGS QUAD   -  CASHIERS (1991)
 FB4145
 FB4145                         *CURRENT SURVEY CONTROL
 FB4145  ___________________________________________________________________
 FB4145* NAD 83(2007)-  35 01 11.56931(N)    083 01 22.55679(W)     ADJUSTED  
 FB4145* NAVD 88     -       776.5    (meters)    2548.     (feet)  VERTCON   
 FB4145  ___________________________________________________________________
 FB4145  EPOCH DATE  -        2002.00
 FB4145  X           -     635,271.346 (meters)                     COMP
 FB4145  Y           -  -5,191,045.681 (meters)                     COMP
 FB4145  Z           -   3,640,101.826 (meters)                     COMP
 FB4145  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 FB4145  ELLIP HEIGHT-         746.630 (meters)          (02/10/07) ADJUSTED
 FB4145  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 FB4145
 FB4145  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4145  Type    PID    Designation                      North   East  Ellip
 FB4145  -------------------------------------------------------------------
 FB4145  NETWORK FB4145 BA 5X                             1.59   1.59   3.23
 FB4145  -------------------------------------------------------------------
 FB4145
 FB4145.The horizontal coordinates were established by GPS observations
 FB4145.and adjusted by the National Geodetic Survey in February 2007.
 FB4145
 FB4145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4145.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4145.The horizontal coordinates are valid at the epoch date displayed above.
 FB4145.The epoch date for horizontal control is a decimal equivalence
 FB4145.of Year/Month/Day.
 FB4145
 FB4145.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4145
 FB4145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4145
 FB4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4145
 FB4145.The ellipsoidal height was determined by GPS observations
 FB4145.and is referenced to NAD 83.
 FB4145
 FB4145.The geoid height was determined by GEOID03.
 FB4145
 FB4145;                    North         East     Units Scale Factor Converg.
 FB4145;SPC NC       -   148,305.555   242,588.191   MT  0.99988074   -2 19 18.9
 FB4145;SPC NC       -   486,565.81    795,891.42   sFT  0.99988074   -2 19 18.9
 FB4145;UTM  17      - 3,877,117.933   315,435.525   MT  1.00001984   -1 09 40.4
 FB4145
 FB4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4145!SPC NC       -   0.99988282  x   0.99988074  =   0.99976357
 FB4145!UTM  17      -   0.99988282  x   1.00001984  =   0.99990266
 FB4145
 FB4145                          SUPERSEDED SURVEY CONTROL
 FB4145
 FB4145  NAD 83(2001)-  35 01 11.56942(N)    083 01 22.55723(W) AD(       ) 1
 FB4145  ELLIP H (03/13/03)  746.635  (m)                       GP(       ) 4 2
 FB4145  NAD 83(1995)-  35 01 11.57172(N)    083 01 22.55721(W) AD(       ) 1
 FB4145  NAD 83(1986)-  35 01 11.57464(N)    083 01 22.55476(W) AD(       ) 2
 FB4145  NAD 83(1986)-  35 01 11.57464(N)    083 01 22.55476(W) AD(       ) 1
 FB4145  NGVD 29 (11/15/93)  776.5    (m)         2548.     (f) GPS OBS     3  
 FB4145
 FB4145.Superseded values are not recommended for survey control.
 FB4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4145.See file dsdata.txt to determine how the superseded data were derived.
 FB4145
 FB4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1543677118(NAD 83)
 FB4145_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4145_SP_SET: CONCRETE POST
 FB4145_STAMPING: BA 5X 1990
 FB4145_MARK LOGO: NCGS  
 FB4145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4145+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4145
 FB4145  HISTORY     - Date     Condition        Report By
 FB4145  HISTORY     - 1990     MONUMENTED       NCGS
 FB4145
 FB4145                          STATION DESCRIPTION
 FB4145
 FB4145'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4145'STATION IS LOCATED ABOUT 21.9 MI (35.2 KM) SOUTHWEST OF BREVARD AND
 FB4145'7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF SAPPHIRE, AT THE BAD CREEK PUMPED
 FB4145'STORAGE FACILITY.
 FB4145'PROCEED ALONG SC 130 FOR 0.7 MI (1.1 KM) NORTH FROM SC 413 OR 0.3 MI
 FB4145'(0.5 KM) SOUTH OF THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE, TO
 FB4145'THE ENTRANCE OF THE BAD CREEK PROJECT, THENCE SOUTH THROUGH GATE AND
 FB4145'RIGHT FOR 0.25 MI (0.40 KM) TO STATION IN A SMALL CLEAR CUT AREA.
 FB4145'MARK PROJECTS 2 INCHES ABOVE GROUND.  LOCATED 10.0 FT (3.0 M) EAST OF
 FB4145'THE CENTERLINE OF AN OLD ROAD BED AND 4.4 FT (1.3 M) NORTH-NORTHEAST
 FB4145'OF A WITNESS POST.
 FB4145'FOR MORE INFORMATION CONTACT DAVID GREER (DUKE POWER CMD SOUTH) AT
 FB4145'(803)885-4013.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2094 ***********************************************************************
 FZ2094  DESIGNATION -  BABA
 FZ2094  PID         -  FZ2094
 FZ2094  STATE/COUNTY-  NC/AVERY
 FZ2094  USGS QUAD   -  NEWLAND (1994)
 FZ2094
 FZ2094                         *CURRENT SURVEY CONTROL
 FZ2094  ___________________________________________________________________
 FZ2094* NAD 83(2001)-  36 05 53.32704(N)    081 53 20.47117(W)     ADJUSTED  
 FZ2094* NAVD 88     -      1378.11   (+/-2cm)    4521.3    (feet)  VERTCON   
 FZ2094  ___________________________________________________________________
 FZ2094  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FZ2094  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ2094  HORZ ORDER  -  SECOND
 FZ2094  VERT ORDER  -  THIRD ? (See Below)
 FZ2094
 FZ2094.The horizontal coordinates were established by classical geodetic methods
 FZ2094.and adjusted by the National Geodetic Survey in August 2005.
 FZ2094
 FZ2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2094.The vertical order pertains to the NGVD 29 superseded value.
 FZ2094
 FZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2094
 FZ2094.The geoid height was determined by GEOID03.
 FZ2094
 FZ2094;                    North         East     Units Scale Factor Converg.
 FZ2094;SPC NC       -   264,276.048   349,481.199   MT  0.99998160   -1 40 02.8
 FZ2094;SPC NC       -   867,045.67  1,146,589.57   sFT  0.99998160   -1 40 02.8
 FZ2094;UTM  17      - 3,995,200.223   419,973.171   MT  0.99967891   -0 31 25.7
 FZ2094
 FZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2094!SPC NC       -   0.99978860  x   0.99998160  =   0.99977020
 FZ2094!UTM  17      -   0.99978860  x   0.99967891  =   0.99946758
 FZ2094
 FZ2094:                Primary Azimuth Mark                     Grid Az
 FZ2094:SPC NC       -  SHIRLEY                                  097 07 47.8
 FZ2094:UTM  17      -  SHIRLEY                                  095 59 10.7
 FZ2094
 FZ2094|---------------------------------------------------------------------|
 FZ2094| PID    Reference Object                     Distance      Geod. Az  |
 FZ2094|                                                           dddmmss.s |
 FZ2094| FZ2076 SHIRLEY                             APPROX. 1.5 KM 0952745.0 |
 FZ2094|---------------------------------------------------------------------|
 FZ2094
 FZ2094                          SUPERSEDED SURVEY CONTROL
 FZ2094
 FZ2094  NAD 83(1995)-  36 05 53.32735(N)    081 53 20.47069(W) AD(       ) 2
 FZ2094  NAD 83(1993)-  36 05 53.33485(N)    081 53 20.47183(W) AD(       ) 2
 FZ2094  NAD 83(1986)-  36 05 53.33596(N)    081 53 20.47596(W) AD(       ) 2
 FZ2094  NAD 27      -  36 05 52.87689(N)    081 53 21.06002(W) AD(       ) 2
 FZ2094  NGVD 29 (07/19/86) 1378.17   (m)         4521.5    (f) LEVELING    3  
 FZ2094
 FZ2094.Superseded values are not recommended for survey control.
 FZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2094.See file dsdata.txt to determine how the superseded data were derived.
 FZ2094
 FZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1997395200(NAD 83)
 FZ2094_MARKER: DE = TRAVERSE STATION DISK
 FZ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2094_STAMPING: BABA 1971
 FZ2094_MARK LOGO: NCGS  
 FZ2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2094+STABILITY: SURFACE MOTION
 FZ2094
 FZ2094  HISTORY     - Date     Condition        Report By
 FZ2094  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2094  HISTORY     - 1975     GOOD             NCGS
 FZ2094
 FZ2094                          STATION DESCRIPTION
 FZ2094
 FZ2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2094'BABA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2094'VICINITY OF LINVILLE, NORTH CAROLINA.
 FZ2094'
 FZ2094'BABA IS LOCATED APPROXIMATELY 2.3 MILES NW OF LINVILLE AND 2.4 MILES
 FZ2094'NE OF MONTEZUMA.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FZ2094'NC 181 AND SR 1348 (SUGAR MOUNTAIN NO. 2 RD.).  GO NORTH ALONG SR
 FZ2094'1348 FOR 2.1 MILES TO ROAD LEFT (NW) TO SUGAR VISTA (JUST PAST NEW
 FZ2094'SUGAR MOUNTAIN CHURCH), TURN LEFT BETWEEN TWO STONE COLUMNS AND GO
 FZ2094'NORTHWEST AND WEST ALONG ROAD UP MOUNTAIN FOR 0.75 MILES TO
 FZ2094'A DRIVE LEFT (S) TO RESIDENCE OF W. C. OVERCARSH AND STATION IN
 FZ2094'SOUTHEAST CORNER OF YARD.
 FZ2094'
 FZ2094'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BABA
 FZ2094'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ2094'INCH BELOW THE SURFACE OF THE GROUND.
 FZ2094'
 FZ2094'MARK IS
 FZ2094'32.8 FEET ESE OF SE CORNER OF HOUSE.
 FZ2094'52.4 FEET SE OF NE CORNER OF HOUSE.
 FZ2094'32.9 FEET E OF BASE OF SMALL 1 INCH APPLE TREE.
 FZ2094'3.0 FEET W OF YARD FILL.
 FZ2094
 FZ2094                          STATION RECOVERY (1975)
 FZ2094
 FZ2094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2094'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2024 ***********************************************************************
 FZ2024  DESIGNATION -  BABB
 FZ2024  PID         -  FZ2024
 FZ2024  STATE/COUNTY-  NC/WATAUGA
 FZ2024  USGS QUAD   -  BOONE (1994)
 FZ2024
 FZ2024                         *CURRENT SURVEY CONTROL
 FZ2024  ___________________________________________________________________
 FZ2024* NAD 83(2001)-  36 12 14.17183(N)    081 43 29.14343(W)     ADJUSTED  
 FZ2024* NAVD 88     -       910.9    (meters)    2989.     (feet)  VERTCON   
 FZ2024  ___________________________________________________________________
 FZ2024  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 FZ2024  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FZ2024  HORZ ORDER  -  SECOND
 FZ2024
 FZ2024.The horizontal coordinates were established by classical geodetic methods
 FZ2024.and adjusted by the National Geodetic Survey in August 2005.
 FZ2024
 FZ2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2024
 FZ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2024
 FZ2024.The geoid height was determined by GEOID03.
 FZ2024
 FZ2024;                    North         East     Units Scale Factor Converg.
 FZ2024;SPC NC       -   275,592.075   364,588.881   MT  1.00001061   -1 34 21.5
 FZ2024;SPC NC       -   904,171.67  1,196,155.35   sFT  1.00001061   -1 34 21.5
 FZ2024;UTM  17      - 4,006,811.796   434,846.983   MT  0.99965230   -0 25 41.2
 FZ2024
 FZ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2024!SPC NC       -   0.99986194  x   1.00001061  =   0.99987255
 FZ2024!UTM  17      -   0.99986194  x   0.99965230  =   0.99951429
 FZ2024
 FZ2024:                Primary Azimuth Mark                     Grid Az
 FZ2024:SPC NC       -  BROOK                                    080 17 50.9
 FZ2024:UTM  17      -  BROOK                                    079 09 10.6
 FZ2024
 FZ2024|---------------------------------------------------------------------|
 FZ2024| PID    Reference Object                     Distance      Geod. Az  |
 FZ2024|                                                           dddmmss.s |
 FZ2024| FZ2030 BROOK                               407.161 METERS 0784329.4 |
 FZ2024|---------------------------------------------------------------------|
 FZ2024
 FZ2024                          SUPERSEDED SURVEY CONTROL
 FZ2024
 FZ2024  NAD 83(1995)-  36 12 14.17269(N)    081 43 29.14262(W) AD(       ) 2
 FZ2024  NAD 83(1993)-  36 12 14.17790(N)    081 43 29.14610(W) AD(       ) 2
 FZ2024  NAD 83(1986)-  36 12 14.18049(N)    081 43 29.15424(W) AD(       ) 2
 FZ2024  NAD 27      -  36 12 13.71665(N)    081 43 29.75959(W) AD(       ) 2
 FZ2024  NGVD 29 (07/19/86)  911.0    (m)         2989.     (f) VERT ANG    3  
 FZ2024
 FZ2024.Superseded values are not recommended for survey control.
 FZ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2024.See file dsdata.txt to determine how the superseded data were derived.
 FZ2024
 FZ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3484706812(NAD 83)
 FZ2024_MARKER: DE = TRAVERSE STATION DISK
 FZ2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2024_STAMPING: BABB 1971
 FZ2024_MARK LOGO: NCGS  
 FZ2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2024+STABILITY: SURFACE MOTION
 FZ2024
 FZ2024  HISTORY     - Date     Condition        Report By
 FZ2024  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2024  HISTORY     - 20030220 MARK NOT FOUND   NGS
 FZ2024
 FZ2024                          STATION DESCRIPTION
 FZ2024
 FZ2024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2024'BABB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2024'VICINITY OF BOONE, NORTH CAROLINA.
 FZ2024'
 FZ2024'BABB IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF BOONE.  TO REACH
 FZ2024'STATION PROCEED FROM NC 105 AND SR 1107.  GO WEST ALONG NC 105 FOR
 FZ2024'1.2 MILES TO STATION ON LEFT (S SIDE) OF HIGHWAY ON TOP OF BANK IN
 FZ2024'A YARD BETWEEN TWO DRIVEWAYS.  0.1 MILE WEST OF MOUNTAINBROOK
 FZ2024'MOTEL.  AND 1.5 MILES EAST OF INTERSECTION OF NC 105 AND SR 1112.
 FZ2024'
 FZ2024'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BABB
 FZ2024'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ2024'INCH ABOVE THE GROUND.
 FZ2024'
 FZ2024'MARK IS
 FZ2024'39.2 FEET S OF C/L OF NC 105.
 FZ2024'87.0 FEET E OF C/L OF E DRIVEWAY OF TWO DRIVEWAYS.
 FZ2024'111.5 FEET W OF C/L OF DRIVEWAY.
 FZ2024'131.5 FEET SE OF ALUM. REF. TAG ON PP NO. 17 W/TRANSFORMER.
 FZ2024'159.0 FEET SW OF ALUMINUM REF. TAG ON PP NO. 16 W/TRANSFORMER.
 FZ2024'9.8 FEET N OF BASE OF 1 INCH SPRUCE PINE.
 FZ2024
 FZ2024                          STATION RECOVERY (2003)
 FZ2024
 FZ2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JGE)
 FZ2024'MARK NOT FOUND AFTER 10 MINUTE SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4607 ***********************************************************************
 EZ4607  DESIGNATION -  BABE
 EZ4607  PID         -  EZ4607
 EZ4607  STATE/COUNTY-  NC/SAMPSON
 EZ4607  USGS QUAD   -  TIMOTHY (1986)
 EZ4607
 EZ4607                         *CURRENT SURVEY CONTROL
 EZ4607  ___________________________________________________________________
 EZ4607* NAD 83(2007)-  35 12 36.93093(N)    078 29 53.25621(W)     ADJUSTED  
 EZ4607* NAVD 88     -        60.21   (meters)     197.5    (feet)  LEVELING  
 EZ4607  ___________________________________________________________________
 EZ4607  EPOCH DATE  -        2002.00
 EZ4607  X           -   1,040,276.344 (meters)                     COMP
 EZ4607  Y           -  -5,112,266.034 (meters)                     COMP
 EZ4607  Z           -   3,656,965.405 (meters)                     COMP
 EZ4607  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 EZ4607  ELLIP HEIGHT-          26.093 (meters)          (02/10/07) ADJUSTED
 EZ4607  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EZ4607
 EZ4607  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4607  Type    PID    Designation                      North   East  Ellip
 EZ4607  -------------------------------------------------------------------
 EZ4607  NETWORK EZ4607 BABE                              0.51   0.43   1.12
 EZ4607  -------------------------------------------------------------------
 EZ4607  VERT ORDER  -  THIRD ?
 EZ4607
 EZ4607.The horizontal coordinates were established by GPS observations
 EZ4607.and adjusted by the National Geodetic Survey in February 2007.
 EZ4607
 EZ4607.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4607.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4607.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4607.The epoch date for horizontal control is a decimal equivalence
 EZ4607.of Year/Month/Day.
 EZ4607
 EZ4607.The orthometric height was determined by differential leveling.
 EZ4607.The vertical network tie was performed by a horz. field party for horz.
 EZ4607.obs reductions. Reset procedures were used to establish the elevation.
 EZ4607
 EZ4607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4607
 EZ4607.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4607
 EZ4607.The ellipsoidal height was determined by GPS observations
 EZ4607.and is referenced to NAD 83.
 EZ4607
 EZ4607.The geoid height was determined by GEOID03.
 EZ4607
 EZ4607;                    North         East     Units Scale Factor Converg.
 EZ4607;SPC NC       -   162,101.868   655,292.804   MT  0.99987285   +0 17 22.8
 EZ4607;SPC NC       -   531,829.21  2,149,906.47   sFT  0.99987285   +0 17 22.8
 EZ4607;UTM  17      - 3,899,228.296   727,739.004   MT  1.00023923   +1 26 35.3
 EZ4607
 EZ4607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4607!SPC NC       -   0.99999590  x   0.99987285  =   0.99986875
 EZ4607!UTM  17      -   0.99999590  x   1.00023923  =   1.00023513
 EZ4607
 EZ4607:                Primary Azimuth Mark                     Grid Az
 EZ4607:SPC NC       -  RUTH                                     304 46 14.9
 EZ4607:UTM  17      -  RUTH                                     303 37 02.4
 EZ4607
 EZ4607|---------------------------------------------------------------------|
 EZ4607| PID    Reference Object                     Distance      Geod. Az  |
 EZ4607|                                                           dddmmss.s |
 EZ4607| EZ4778 RUTH                                APPROX. 0.8 KM 3050337.7 |
 EZ4607|---------------------------------------------------------------------|
 EZ4607
 EZ4607                          SUPERSEDED SURVEY CONTROL
 EZ4607
 EZ4607  NAD 83(2001)-  35 12 36.93104(N)    078 29 53.25612(W) AD(       ) 1
 EZ4607  ELLIP H (03/13/03)   26.114  (m)                       GP(       ) 4 2
 EZ4607  NAD 83(1986)-  35 12 36.93670(N)    078 29 53.26118(W) AD(       ) 1
 EZ4607  NAD 83(1986)-  35 12 36.93587(N)    078 29 53.25948(W) AD(       ) 2
 EZ4607  NAD 27      -  35 12 36.33947(N)    078 29 54.22979(W) AD(       ) 2
 EZ4607  NGVD 29 (07/19/86)   60.3    (m)          198.     (f) VERT ANG    3  
 EZ4607
 EZ4607.Superseded values are not recommended for survey control.
 EZ4607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4607.See file dsdata.txt to determine how the superseded data were derived.
 EZ4607
 EZ4607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2773999228(NAD 83)
 EZ4607_MARKER: DE = TRAVERSE STATION DISK
 EZ4607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4607_STAMPING: BABE 1973
 EZ4607_MARK LOGO: NCGS  
 EZ4607_PROJECTION: FLUSH
 EZ4607_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4607+STABILITY: SURFACE MOTION
 EZ4607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4607+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1986
 EZ4607
 EZ4607  HISTORY     - Date     Condition        Report By
 EZ4607  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4607  HISTORY     - 19860722 GOOD             NCGS
 EZ4607  HISTORY     - 1987     GOOD             USPSQD
 EZ4607
 EZ4607                          STATION DESCRIPTION
 EZ4607
 EZ4607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4607'BABE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4607'VICINITY OF SPIVEYS CORNER, NORTH CAROLINA.
 EZ4607'
 EZ4607'BABE IS LOCATED APPROXIMATELY 01.2 MILES NW OF SPIVEYS CORNER, AND
 EZ4607'09.5 MILES SE OF DUNN (HARNETT COUNTY).  TO REACH STATION FROM
 EZ4607'INTERSECTION OF US 421 AND US 13 IN SPIVEYS CORNER, PROCEED NW
 EZ4607'ALONG US 421 FOR 01.20 MILES TO STATION ON THE RIGHT NEAR PP NO.
 EZ4607'2561 0.15 MILES NW OF INTERSECTION WITH NC 242.
 EZ4607'
 EZ4607'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BABE
 EZ4607'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4607'INCH BELOW THE SURFACE OF THE GROUND.
 EZ4607'
 EZ4607'MARK IS
 EZ4607'42.5 FEET NE OF C/L OF US 421.
 EZ4607'13.4 FEET SW OF PP NO. 2561 W/ALUMINUM REF. TAG.
 EZ4607'17.3 FEET S OF 8 INCH PINE W/ALUMINUM REF. TAG.
 EZ4607'40.7 FEET NW OF 8 INCH PINE W/ALUMINUM REF. TAG.
 EZ4607'73.7 FEET SE OF NE END OF CONCRETE CULVERT UNDER US 421.
 EZ4607
 EZ4607                          STATION RECOVERY (1986)
 EZ4607
 EZ4607'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4607'RECOVERED AS DESCRIBED. LOCATED 54.2 FT (16.5 M) SOUTHEAST OF A
 EZ4607'12-INCH LOBLOLLY PINE WITH A REFERENCE TAG. CRESTVIEW BAPTIST CHURCH
 EZ4607'STEEPLE IS VISIBLE AND THE GRID AZIMUTH IS--160-15-46.12--.
 EZ4607
 EZ4607                          STATION RECOVERY (1987)
 EZ4607
 EZ4607'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ4607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1566 ***********************************************************************
 EA1566  DESIGNATION -  BABY
 EA1566  PID         -  EA1566
 EA1566  STATE/COUNTY-  NC/CARTERET
 EA1566  USGS QUAD   -  HORSEPEN POINT (1950)
 EA1566
 EA1566                         *CURRENT SURVEY CONTROL
 EA1566  ___________________________________________________________________
 EA1566* NAD 83(2001)-  34 44 11.13623(N)    076 26 01.79414(W)     ADJUSTED  
 EA1566* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1566  ___________________________________________________________________
 EA1566  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EA1566  GEOID HEIGHT-         -37.72  (meters)                     GEOID03
 EA1566  HORZ ORDER  -  THIRD
 EA1566
 EA1566.The horizontal coordinates were established by classical geodetic methods
 EA1566.and adjusted by the National Geodetic Survey in August 2005.
 EA1566
 EA1566.The orthometric height was scaled from a topographic map.
 EA1566
 EA1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1566
 EA1566.The geoid height was determined by GEOID03.
 EA1566
 EA1566;                    North         East     Units Scale Factor Converg.
 EA1566;SPC NC       -   112,462.456   844,564.052   MT  0.99991277   +1 28 52.0
 EA1566;SPC NC       -   368,970.57  2,770,873.89   sFT  0.99991277   +1 28 52.0
 EA1566;UTM  18      - 3,844,750.401   368,737.477   MT  0.99981236   -0 49 01.6
 EA1566
 EA1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1566!SPC NC       -   1.00000566  x   0.99991277  =   0.99991843
 EA1566!UTM  18      -   1.00000566  x   0.99981236  =   0.99981802
 EA1566
 EA1566                          SUPERSEDED SURVEY CONTROL
 EA1566
 EA1566  NAD 83(1986)-  34 44 11.15059(N)    076 26 01.79991(W) AD(       ) 3
 EA1566  NAD 27      -  34 44 10.56930(N)    076 26 03.09292(W) AD(       ) 3
 EA1566
 EA1566.Superseded values are not recommended for survey control.
 EA1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1566.See file dsdata.txt to determine how the superseded data were derived.
 EA1566
 EA1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6873744750(NAD 83)
 EA1566_MARKER: DT = TOPOGRAPHIC STATION DISK
 EA1566_SETTING: 0 = UNSPECIFIED SETTING
 EA1566_STAMPING: BABY 1946
 EA1566_MARK LOGO: CGS   
 EA1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1566
 EA1566  HISTORY     - Date     Condition        Report By
 EA1566  HISTORY     - 1946     MONUMENTED       CGS
 EA1566  HISTORY     - 1975     MARK NOT FOUND   NGS
 EA1566
 EA1566                          STATION DESCRIPTION
 EA1566
 EA1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1566'STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED---BABY 1946---, SET
 EA1566'IN THE TOP OF A 6-INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 EA1566'ABOVE GROUND.  IT IS LOCATED ABOUT 10 MILES NE OF CAPE
 EA1566'LOOKOUT LIGHTHOUSE ON A POINT OF THE GRASS 42 FEET NW OF THE
 EA1566'CG TELEPHONE LINE BETWEEN POLES NO. 1079 AND NO. 1080.
 EA1566'
 EA1566'APPROXIMATE ELEVATION ABOVE HIGH-WATER MARK 4 FEET.
 EA1566
 EA1566                          STATION RECOVERY (1975)
 EA1566
 EA1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 EA1566'A THOROUGH SEARCH WAS MADE BY A TWO MAN FIELD PARTY AND NO
 EA1566'EVIDENCE OF THE STATION WAS FOUND.  DISTANCES WERE CHECKED
 EA1566'TO LOCAL STATIONS.  CG TELEPHONE LINES NEAR STATION MENTIONED
 EA1566'IN DESCRIPTION HAVE BEEN REMOVED AND ONLY STUMPS REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1774 ***********************************************************************
 AJ1774  DESIGNATION -  BABY
 AJ1774  PID         -  AJ1774
 AJ1774  STATE/COUNTY-  NC/CAMDEN
 AJ1774  USGS QUAD   -  SOUTH MILLS (1982)
 AJ1774
 AJ1774                         *CURRENT SURVEY CONTROL
 AJ1774  ___________________________________________________________________
 AJ1774* NAD 83(2007)-  36 28 46.02223(N)    076 17 27.84296(W)     ADJUSTED  
 AJ1774* NAVD 88     -         3.175  (meters)      10.42   (feet)  ADJUSTED  
 AJ1774  ___________________________________________________________________
 AJ1774  EPOCH DATE  -        2002.00
 AJ1774  X           -   1,216,828.059 (meters)                     COMP
 AJ1774  Y           -  -4,988,249.440 (meters)                     COMP
 AJ1774  Z           -   3,771,081.074 (meters)                     COMP
 AJ1774  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 AJ1774  ELLIP HEIGHT-         -33.934 (meters)          (02/10/07) ADJUSTED
 AJ1774  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 AJ1774  DYNAMIC HT  -           3.172 (meters)      10.41  (feet)  COMP
 AJ1774
 AJ1774  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1774  Type    PID    Designation                      North   East  Ellip
 AJ1774  -------------------------------------------------------------------
 AJ1774  NETWORK AJ1774 BABY                              0.53   0.43   1.18
 AJ1774  -------------------------------------------------------------------
 AJ1774  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 AJ1774
 AJ1774  VERT ORDER  -  SECOND    CLASS I
 AJ1774
 AJ1774.The horizontal coordinates were established by GPS observations
 AJ1774.and adjusted by the National Geodetic Survey in February 2007.
 AJ1774
 AJ1774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1774.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1774.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1774.The epoch date for horizontal control is a decimal equivalence
 AJ1774.of Year/Month/Day.
 AJ1774
 AJ1774.The orthometric height was determined by differential leveling
 AJ1774.and adjusted in April 2001.
 AJ1774.No vertical observational check was made to the station.
 AJ1774
 AJ1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1774
 AJ1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1774
 AJ1774.The ellipsoidal height was determined by GPS observations
 AJ1774.and is referenced to NAD 83.
 AJ1774
 AJ1774.The geoid height was determined by GEOID03.
 AJ1774
 AJ1774.The dynamic height is computed by dividing the NAVD 88
 AJ1774.geopotential number by the normal gravity value computed on the
 AJ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1774.degrees latitude (g = 980.6199 gals.).
 AJ1774
 AJ1774.The modeled gravity was interpolated from observed gravity values.
 AJ1774
 AJ1774;                    North         East     Units Scale Factor Converg.
 AJ1774;SPC NC       -   306,115.910   852,356.290   MT  1.00010233   +1 33 48.7
 AJ1774;SPC NC       - 1,004,315.28  2,796,438.93   sFT  1.00010233   +1 33 48.7
 AJ1774;UTM  18      - 4,037,903.454   384,344.670   MT  0.99976480   -0 46 03.6
 AJ1774
 AJ1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1774!SPC NC       -   1.00000533  x   1.00010233  =   1.00010766
 AJ1774!UTM  18      -   1.00000533  x   0.99976480  =   0.99977012
 AJ1774
 AJ1774                          SUPERSEDED SURVEY CONTROL
 AJ1774
 AJ1774  NAD 83(2001)-  36 28 46.02312(N)    076 17 27.84255(W) AD(       ) 1
 AJ1774  ELLIP H (05/07/03)  -33.931  (m)                       GP(       ) 3 1
 AJ1774  NAD 83(1986)-  36 28 46.03635(N)    076 17 27.86600(W) AD(       ) 1
 AJ1774  NAVD 88 (05/05/03)    3.17   (m)           10.4    (f) LEVELING    3  
 AJ1774
 AJ1774.Superseded values are not recommended for survey control.
 AJ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1774.See file dsdata.txt to determine how the superseded data were derived.
 AJ1774
 AJ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8434537903(NAD 83)
 AJ1774_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1774_STAMPING: BABY 1994
 AJ1774_MARK LOGO: NCGS  
 AJ1774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1774+STABILITY: SURFACE MOTION
 AJ1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1774+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ1774
 AJ1774  HISTORY     - Date     Condition        Report By
 AJ1774  HISTORY     - 1994     MONUMENTED       NCGS
 AJ1774
 AJ1774                          STATION DESCRIPTION
 AJ1774
 AJ1774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AJ1774'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTHEAST OF SOUTH MILLS AND
 AJ1774'7.0 MI (11.3 KM) WEST-SOUTHWEST OF MOYOCK.  PROCEED ALONG NC 343 FOR
 AJ1774'0.8 MI (1.3 KM) SOUTHEAST FROM US 17 BUSINESS, IN SOUTH MILLS, TO SR
 AJ1774'1217 (BUNKER HILL RD), THENCE EAST ALONG SR 1217 FOR 1.4 MI (2.3 KM)
 AJ1774'TO SR 1224 (OLD SWAMP RD), THENCE NORTH ALONG SR 1224 FOR 2.O5 MI TO
 AJ1774'SR 1225 (LILLY RD), THENCE NORTHWEST ALONG SR 1225 FOR 0.35 MI (0.56
 AJ1774'KM) TO STATION, IN THE SHOULDER ANDON THE PROLONGATION OF THE
 AJ1774'SOUTHEAST SIDE OF A WOOD FRAME HOUSE WITH BRICK FRONT.  MARK IS ABOUT
 AJ1774'LEVEL WITH SR 1225 AND IS RECESSED 3-INCHES BELOW THE GROUND. LOCATED
 AJ1774'16.6 FT (5.1 M) SOUTHWEST OF THE CENTERLINE OF SR 1225, 48.7 FT (14.8
 AJ1774'M) EAST-SOUTHEAST OF THE SOUTHEASTERN END OF A CONCRETE DRIVEWAY
 AJ1774'CULVERT,---AND 52.7 FT (16.1 M) SOUTH OF A POWER POLE ACROSS ROAD,
 AJ1774'82.4 FT (25.1 M) EAST-SOUTHEAST OF A SERVICE POLE--- BOTH WITH
 AJ1774'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8738 ***********************************************************************
 DH8738  DESIGNATION -  BABY
 DH8738  PID         -  DH8738
 DH8738  STATE/COUNTY-  NC/GREENE
 DH8738  USGS QUAD   -  HOOKERTON (1982)
 DH8738
 DH8738                         *CURRENT SURVEY CONTROL
 DH8738  ___________________________________________________________________
 DH8738* NAD 83(2001)-  35 26 47.35374(N)    077 37 24.96427(W)     ADJUSTED  
 DH8738* NAVD 88     -        13.210  (meters)      43.34   (feet)  ADJUSTED  
 DH8738  ___________________________________________________________________
 DH8738  X           -   1,114,925.640 (meters)                     COMP
 DH8738  Y           -  -5,080,951.105 (meters)                     COMP
 DH8738  Z           -   3,678,319.802 (meters)                     COMP
 DH8738  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DH8738  ELLIP HEIGHT-         -22.401 (meters)          (03/08/06) ADJUSTED
 DH8738  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 DH8738  DYNAMIC HT  -          13.198 (meters)      43.30  (feet)  COMP
 DH8738  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 DH8738
 DH8738  HORZ ORDER  -  FIRST
 DH8738  VERT ORDER  -  SECOND    CLASS II
 DH8738  ELLP ORDER  -  FIFTH     CLASS I
 DH8738
 DH8738.The horizontal coordinates were established by GPS observations
 DH8738.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8738
 DH8738.The orthometric height was determined by differential leveling
 DH8738.and adjusted in July 2008.
 DH8738
 DH8738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8738
 DH8738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8738
 DH8738.The ellipsoidal height was determined by GPS observations
 DH8738.and is referenced to NAD 83.
 DH8738
 DH8738.The geoid height was determined by GEOID03.
 DH8738
 DH8738.The dynamic height is computed by dividing the NAVD 88
 DH8738.geopotential number by the normal gravity value computed on the
 DH8738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8738.degrees latitude (g = 980.6199 gals.).
 DH8738
 DH8738.The modeled gravity was interpolated from observed gravity values.
 DH8738
 DH8738;                    North         East     Units Scale Factor Converg.
 DH8738;SPC NC       -   189,058.021   734,544.611   MT  0.99987835   +0 47 39.9
 DH8738;SPC NC       -   620,267.86  2,409,918.44   sFT  0.99987835   +0 47 39.9
 DH8738;UTM  18      - 3,925,721.758   261,872.300   MT  1.00029885   -1 31 20.1
 DH8738
 DH8738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8738!SPC NC       -   1.00000352  x   0.99987835  =   0.99988187
 DH8738!UTM  18      -   1.00000352  x   1.00029885  =   1.00030237
 DH8738
 DH8738                          SUPERSEDED SURVEY CONTROL
 DH8738
 DH8738  NAD 83(1986)-  35 26 47.36291(N)    077 37 24.97383(W) AD(       ) 1
 DH8738  NAVD 88 (03/08/06)   13.21   (m)           43.3    (f) LEVELING    3  
 DH8738
 DH8738.Superseded values are not recommended for survey control.
 DH8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8738.See file dsdata.txt to determine how the superseded data were derived.
 DH8738
 DH8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6187225722(NAD 83)
 DH8738_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8738_STAMPING: BABY 1992
 DH8738_MARK LOGO: NCGS  
 DH8738_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8738+STABILITY: SURFACE MOTION
 DH8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8738+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8738
 DH8738  HISTORY     - Date     Condition        Report By
 DH8738  HISTORY     - 1992     MONUMENTED       NCGS
 DH8738
 DH8738                          STATION DESCRIPTION
 DH8738
 DH8738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8738'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) EAST OF SNOW HILL AND 2.5 MI
 DH8738'(4.0 KM) WEST OF FOURWAY. PROCEED ALONG US 13-258 FOR 0.45 MI (0.72
 DH8738'KM) NORTHEAST FROM NC 91 TO SR 1400, THENCE SOUTHEAST ALONG SR 1400
 DH8738'FOR 2.7 MI (4.3 KM) TO THE STATION IN THE SHOULDER, ON THE
 DH8738'PROLONGATION OF THE SOUTHEASTERN SIDE OF A WHITE WOOD FRAME DWELLING
 DH8738'ON THE SOUTH SIDE OF SR 1400. MARK IS 1-FOOT LOWER THAN THE CENTERLINE
 DH8738'OF SR 1400 AND RECESSED 6 INCHES BELOW THE GROUND. LOCATED 17.9 FT
 DH8738'(5.5 M) SOUTHWEST OF THE CENTERLINE OF SR 1400, 73.5 FT (22.4 M)
 DH8738'SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY TO THE HOUSE, 29.9 FT
 DH8738'(9.1 M) SOUTHEAST OF A TELEPHONE PEDESTAL (80S), 18.5 FT (5.6 M)
 DH8738'NORTH-NORTHEAST OF A WATER METER, AND 70.4 FT (21.5 M) NORTHEAST OF A
 DH8738'POWER POLE WITH SWITCH AND REFERENCE TAG.  RECOVERY OF 11-29-99 BY
 DH8738'EJH.  RECOVERED IN GOOD CONDITION. THE POWER POLE WITH REFERENCE TAG
 DH8738'IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3331 ***********************************************************************
 FY3331  DESIGNATION -  BAC
 FY3331  PID         -  FY3331
 FY3331  STATE/COUNTY-  NC/ALAMANCE
 FY3331  USGS QUAD   -  BURLINGTON (1981)
 FY3331
 FY3331                         *CURRENT SURVEY CONTROL
 FY3331  ___________________________________________________________________
 FY3331* NAD 83(2001)-  36 02 52.37188(N)    079 28 43.71742(W)     ADJUSTED  
 FY3331* NAVD 88     -       185.244  (meters)     607.75   (feet)  ADJUSTED  
 FY3331  ___________________________________________________________________
 FY3331  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FY3331  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3331  DYNAMIC HT  -         185.098 (meters)     607.28  (feet)  COMP
 FY3331  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 FY3331
 FY3331  HORZ ORDER  -  SECOND
 FY3331  VERT ORDER  -  SECOND    CLASS II
 FY3331
 FY3331.This mark is at Burlington-Alamance Airport (BUY)
 FY3331
 FY3331.The horizontal coordinates were established by classical geodetic methods
 FY3331.and adjusted by the National Geodetic Survey in August 2005.
 FY3331
 FY3331.The orthometric height was determined by differential leveling
 FY3331.and adjusted in July 1999.
 FY3331
 FY3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3331
 FY3331.The geoid height was determined by GEOID03.
 FY3331
 FY3331.The dynamic height is computed by dividing the NAVD 88
 FY3331.geopotential number by the normal gravity value computed on the
 FY3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3331.degrees latitude (g = 980.6199 gals.).
 FY3331
 FY3331.The modeled gravity was interpolated from observed gravity values.
 FY3331
 FY3331;                    North         East     Units Scale Factor Converg.
 FY3331;SPC NC       -   255,017.424   566,457.525   MT  0.99996901   -0 16 34.9
 FY3331;SPC NC       -   836,669.67  1,858,452.73   sFT  0.99996901   -0 16 34.9
 FY3331;UTM  17      - 3,990,329.724   637,023.272   MT  0.99983135   +0 53 43.1
 FY3331
 FY3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3331!SPC NC       -   0.99997567  x   0.99996901  =   0.99994468
 FY3331!UTM  17      -   0.99997567  x   0.99983135  =   0.99980702
 FY3331
 FY3331:                Primary Azimuth Mark                     Grid Az
 FY3331:SPC NC       -  BURLINGTON AZ MK                         287 51 44.9
 FY3331:UTM  17      -  BURLINGTON AZ MK                         286 41 26.9
 FY3331
 FY3331|---------------------------------------------------------------------|
 FY3331| PID    Reference Object                     Distance      Geod. Az  |
 FY3331|                                                           dddmmss.s |
 FY3331| FY3338 BURLINGTON AZ MK                    430.867 METERS 2873510.0 |
 FY3331|---------------------------------------------------------------------|
 FY3331
 FY3331                          SUPERSEDED SURVEY CONTROL
 FY3331
 FY3331  NAD 83(1993)-  36 02 52.37468(N)    079 28 43.72524(W) AD(       ) 2
 FY3331  NAD 83(1986)-  36 02 52.37361(N)    079 28 43.72538(W) AD(       ) 2
 FY3331  NAD 27      -  36 02 51.88515(N)    079 28 44.64438(W) AD(       ) 2
 FY3331  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG    3  
 FY3331
 FY3331.Superseded values are not recommended for survey control.
 FY3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3331.See file dsdata.txt to determine how the superseded data were derived.
 FY3331
 FY3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3702390330(NAD 83)
 FY3331_MARKER: DE = TRAVERSE STATION DISK
 FY3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3331_STAMPING: BAC 1964
 FY3331_MARK LOGO: NCGS  
 FY3331_PROJECTION: FLUSH
 FY3331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3331+STABILITY: SURFACE MOTION
 FY3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3331+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2005
 FY3331
 FY3331  HISTORY     - Date     Condition        Report By
 FY3331  HISTORY     - 1964     MONUMENTED       NCGS
 FY3331  HISTORY     - 19900829 GOOD             NCGS
 FY3331  HISTORY     - 19910426 MARK NOT FOUND   USPSQD
 FY3331  HISTORY     - 19990617 GOOD             NCGS
 FY3331  HISTORY     - 20040614 GOOD             USPSQD
 FY3331  HISTORY     - 20050928 GOOD             USPSQD
 FY3331
 FY3331                          STATION DESCRIPTION
 FY3331
 FY3331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3331'BAC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3331'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3331'
 FY3331'BAC IS 4.0 MILES SW OF BURLINGTON.  LOCATED 1.4 MILES SW ALONG
 FY3331'NC 62 FROM I-85.  AT THE BURLINGTON AIRPORT.  APPROXIMATELY
 FY3331'40 FT S OF THE S HANGAR OF THE AVIATION CORPORATION HANGAR.
 FY3331'
 FY3331'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3331'BAC 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3331'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3331'
 FY3331'MARK IS
 FY3331'
 FY3331'43.3 FT E OF SE HANGAR
 FY3331'
 FY3331'18.4 FT E OF 4 INCH IRON PIPE ON DOOR TRACK
 FY3331'
 FY3331'12.0 FT N OF NE CORNER OF TAXI AREA
 FY3331'
 FY3331'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3331
 FY3331                          STATION RECOVERY (1990)
 FY3331
 FY3331'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 FY3331'RECOVERED IN GOOD CONDITION.  NOTE--43.3 FT (13.2 M) SOUTH-SOUTHEAST
 FY3331'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK HANGAR, 18.4 FT (5.6 M)
 FY3331'SOUTH OF A 4-INCH IRON PIPE, 12.0 FT (3.7 M) EAST-NORTHEAST OF THE
 FY3331'NORTHEAST CORNER OF THE TAXI AREA, 98.0 FT (29.9 M) NORTH OF A
 FY3331'CONCRETE COVER WITH--2-WAY DUCT--IMBEDDED AT THE NORTH EDGE OF THE
 FY3331'TAXIWAY, AND 7.5 FT (2.3 M) WEST OF THE PROLONGATION OF THE WEST EDGE
 FY3331'OF THE HANGAR.
 FY3331
 FY3331                          STATION RECOVERY (1991)
 FY3331
 FY3331'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3331'MARK NOT FOUND.
 FY3331
 FY3331                          STATION RECOVERY (1999)
 FY3331
 FY3331'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 FY3331'RECOVERED AS DESCRIBED.
 FY3331
 FY3331                          STATION RECOVERY (2004)
 FY3331
 FY3331'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3331'RECOVERED IN GOOD CONDITION.
 FY3331
 FY3331                          STATION RECOVERY (2005)
 FY3331
 FY3331'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4644 ***********************************************************************
 FA4644  DESIGNATION -  BACABARN
 FA4644  PID         -  FA4644
 FA4644  STATE/COUNTY-  NC/DAVIE
 FA4644  USGS QUAD   -  CHURCHLAND (1987)
 FA4644
 FA4644                         *CURRENT SURVEY CONTROL
 FA4644  ___________________________________________________________________
 FA4644* NAD 83(2001)-  35 51 59.24210(N)    080 24 36.11599(W)     ADJUSTED  
 FA4644* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 FA4644  ___________________________________________________________________
 FA4644  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FA4644  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FA4644  HORZ ORDER  -  SECOND
 FA4644
 FA4644.The horizontal coordinates were established by classical geodetic methods
 FA4644.and adjusted by the National Geodetic Survey in August 2005.
 FA4644
 FA4644.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4644
 FA4644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4644
 FA4644.The geoid height was determined by GEOID03.
 FA4644
 FA4644;                    North         East     Units Scale Factor Converg.
 FA4644;SPC NC       -   235,688.168   482,266.710   MT  0.99993003   -0 48 49.8
 FA4644;SPC NC       -   773,253.60  1,582,236.70   sFT  0.99993003   -0 48 49.8
 FA4644;UTM  17      - 3,969,297.319   553,262.193   MT  0.99963496   +0 20 44.4
 FA4644
 FA4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4644!SPC NC       -   0.99996805  x   0.99993003  =   0.99989808
 FA4644!UTM  17      -   0.99996805  x   0.99963496  =   0.99960302
 FA4644
 FA4644                          SUPERSEDED SURVEY CONTROL
 FA4644
 FA4644  NAD 83(1986)-  35 51 59.24931(N)    080 24 36.12186(W) AD(       ) 2
 FA4644  NGVD 29 (02/28/92)  235.8    (m)          774.     (f) VERT ANG    3  
 FA4644
 FA4644.Superseded values are not recommended for survey control.
 FA4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4644.See file dsdata.txt to determine how the superseded data were derived.
 FA4644
 FA4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5326269297(NAD 83)
 FA4644_MARKER: DE = TRAVERSE STATION DISK
 FA4644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4644+STABILITY: SURFACE MOTION
 FA4644
 FA4644  HISTORY     - Date     Condition        Report By
 FA4644  HISTORY     - 1983     MONUMENTED       NCGS
 FA4644
 FA4644                          STATION DESCRIPTION
 FA4644
 FA4644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4644'THE STATION IS LOCATED ABOUT 2.2 MI EAST-SOUTHEAST OF FORK COMMUNITY
 FA4644'AND 8.7 MI EAST-SOUTHEAST OF MOCKSVILLE.
 FA4644'
 FA4644'ALONG US 64 FOR 1.8 MI EAST FROM THE NC 801 CROSSROADS (IN FORK
 FA4644'COMMUNITY), OR 0.2 MI WEST FROM THE T-INTERSECTION WITH SR 1812,
 FA4644'BETWEEN THE HIGHWAY AND A WOODS ROAD, AT THE SOUTH EDGE OF THE WOODS
 FA4644'ROAD.
 FA4644'
 FA4644'THE STATION IS A STANDARD NCGS DISK STAMPED---BACABARN 1983---, SET
 FA4644'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4644'FLUSH WITH GROUND.  LOCATED 58.5 FT NORTHEAST OF THE CENTERLINE OF
 FA4644'THE HIGHWAY, 13.0 FT WEST OF THE CENTERLINE OF THE WOODS ROAD, 279
 FA4644'FT NORTH-NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION WITH A
 FA4644'WOODS ROAD SOUTH, 149.5 FT SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 FA4644'OF A LOG TOBACCO BARN--AND 52.0 FT SOUTH OF THE NORTH GATE POST,
 FA4644'34.5 FT SOUTHEAST OF A 6-INCH MAPLE, AND 161.0 FT NORTHWEST OF A
 FA4644'POWER POLE--ALL THREE WITH REFERENCE TAGS.
 FA4644'
 FA4644'MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8012 ***********************************************************************
 AF8012  DESIGNATION -  BACCA
 AF8012  PID         -  AF8012
 AF8012  STATE/COUNTY-  NC/NASH
 AF8012  USGS QUAD   -  BAILEY (1981)
 AF8012
 AF8012                         *CURRENT SURVEY CONTROL
 AF8012  ___________________________________________________________________
 AF8012* NAD 83(2001)-  35 51 27.14669(N)    078 01 24.99999(W)     ADJUSTED  
 AF8012* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 AF8012  ___________________________________________________________________
 AF8012  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AF8012  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AF8012  HORZ ORDER  -  SECOND
 AF8012
 AF8012.The horizontal coordinates were established by classical geodetic methods
 AF8012.and adjusted by the National Geodetic Survey in August 2005.
 AF8012
 AF8012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8012
 AF8012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8012
 AF8012.The geoid height was determined by GEOID03.
 AF8012
 AF8012;                    North         East     Units Scale Factor Converg.
 AF8012;SPC NC       -   234,228.357   697,786.365   MT  0.99992837   +0 33 48.8
 AF8012;SPC NC       -   768,464.20  2,289,320.77   sFT  0.99992837   +0 33 48.8
 AF8012;UTM  17      - 3,972,239.323   768,774.730   MT  1.00049026   +1 44 40.3
 AF8012;UTM  18      - 3,972,370.271   226,959.755   MT  1.00051874   -1 46 20.1
 AF8012
 AF8012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8012!SPC NC       -   0.99999709  x   0.99992837  =   0.99992546
 AF8012!UTM  17      -   0.99999709  x   1.00049026  =   1.00048735
 AF8012!UTM  18      -   0.99999709  x   1.00051874  =   1.00051583
 AF8012
 AF8012                          SUPERSEDED SURVEY CONTROL
 AF8012
 AF8012  NAD 83(1986)-  35 51 27.15257(N)    078 01 25.01041(W) AD(       ) 2
 AF8012  NGVD 29 (06/05/98)   53.4    (m)          175.     (f) VERT ANG    3  
 AF8012
 AF8012.Superseded values are not recommended for survey control.
 AF8012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8012.See file dsdata.txt to determine how the superseded data were derived.
 AF8012
 AF8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6877572239(NAD 83)
 AF8012_MARKER: DE = TRAVERSE STATION DISK
 AF8012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8012_STAMPING: BACCA 1983
 AF8012_MARK LOGO: NCGS  
 AF8012_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8012+STABILITY: SURFACE MOTION
 AF8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8012+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 AF8012
 AF8012  HISTORY     - Date     Condition        Report By
 AF8012  HISTORY     - 1983     MONUMENTED       NCGS
 AF8012  HISTORY     - 20041219 GOOD             USPSQD
 AF8012
 AF8012                          STATION DESCRIPTION
 AF8012
 AF8012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8012'STATION IS LOCATED 0.97 KM (0.60 MI) WEST OF STRICKLAND CROSSROAD AND
 AF8012'12.55 KM (7.80 MI) SOUTHEAST OF SPRING HOPE. ALONG NC 97 FOR 0.97 KM
 AF8012'(0.60 MI) WEST FROM SR 1001 AT STRICKLAND CROSSROAD, IN THE HIGHWAY
 AF8012'SHOULDER, AND 1.53 KM (0.95 MI) EAST-SOUTHEAST OF SR 1949 (LILES
 AF8012'ROAD). MARK IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH THE
 AF8012'HIGHWAY. LOCATED 4.63 M (15.19 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 AF8012'OF THE HIGHWAY--AND 31.65 M (103.84 FT) EAST-SOUTHEAST OF A POWER
 AF8012'POLE, 12.25 M (40.19 FT) NORTHEAST OF A 4-INCH PINE, 15.76 M (51.71
 AF8012'FT) NORTH-NORTHWEST OF A 4-INCH PINE--ALL WITH REFERENCE TAGS.
 AF8012
 AF8012                          STATION RECOVERY (2004)
 AF8012
 AF8012'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 AF8012'REFERENCE TAG ON PP IS STILL THERE, BUT DID NOT SEE ANY ON THE TREES.
 AF8012'MARK IS 6 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3785 ***********************************************************************
 AI3785  DESIGNATION -  BACCA
 AI3785  PID         -  AI3785
 AI3785  STATE/COUNTY-  NC/GRANVILLE
 AI3785  USGS QUAD   -  OXFORD (1984)
 AI3785
 AI3785                         *CURRENT SURVEY CONTROL
 AI3785  ___________________________________________________________________
 AI3785* NAD 83(2001)-  36 22 13.11234(N)    078 35 36.75455(W)     ADJUSTED  
 AI3785* NAVD 88     -       157.9    (meters)     518.     (feet)  VERTCON   
 AI3785  ___________________________________________________________________
 AI3785  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 AI3785  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AI3785  HORZ ORDER  -  SECOND
 AI3785
 AI3785.The horizontal coordinates were established by classical geodetic methods
 AI3785.and adjusted by the National Geodetic Survey in August 2005.
 AI3785
 AI3785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3785
 AI3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3785
 AI3785.The geoid height was determined by GEOID03.
 AI3785
 AI3785;                    North         East     Units Scale Factor Converg.
 AI3785;SPC NC       -   290,766.066   646,078.994   MT  1.00006320   +0 14 04.5
 AI3785;SPC NC       -   953,955.00  2,119,677.50   sFT  1.00006320   +0 14 04.5
 AI3785;UTM  17      - 4,027,711.829   715,888.744   MT  1.00017428   +1 25 39.3
 AI3785
 AI3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3785!SPC NC       -   0.99998021  x   1.00006320  =   1.00004341
 AI3785!UTM  17      -   0.99998021  x   1.00017428  =   1.00015449
 AI3785
 AI3785                          SUPERSEDED SURVEY CONTROL
 AI3785
 AI3785  NAD 83(1986)-  36 22 13.11632(N)    078 35 36.75759(W) AD(       ) 2
 AI3785  NGVD 29 (03/10/00)  158.1    (m)          519.     (f) VERT ANG    3  
 AI3785
 AI3785.Superseded values are not recommended for survey control.
 AI3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3785.See file dsdata.txt to determine how the superseded data were derived.
 AI3785
 AI3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1588927712(NAD 83)
 AI3785_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3785_STAMPING: BACCA 1984
 AI3785_MARK LOGO: NCGS  
 AI3785_PROJECTION: RECESSED 10 CENTIMETERS
 AI3785_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3785+STABILITY: SURFACE MOTION
 AI3785
 AI3785  HISTORY     - Date     Condition        Report By
 AI3785  HISTORY     - 1984     MONUMENTED       NCGS
 AI3785
 AI3785                          STATION DESCRIPTION
 AI3785
 AI3785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3785'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTH OF OXFORD AND 8.8
 AI3785'KM (5.5 MI) SOUTH OF STOVALL. ALONG US 15, 6.9 KM (4.3 MILES) NORTH OF
 AI3785'THE INTERSECTION WITH US 158 WEST, NC 96 (IN OXFORD), IN A TOBACCO
 AI3785'FIELD, 80 FEET NORTH OF THE SOUTHEAST CORNER OF THE FIELD, AND 0.4
 AI3785'MILE SOUTH OF SR 1424. THE STATION IS A STANDARD NCGS DISK
 AI3785'STAMPED---BACCA 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AI3785'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED 10.2 METERS
 AI3785'(33.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 2.8 METERS ( 9.3 FT)
 AI3785'WEST OF A WITNESS POST, 57.3 METERS (188.0 FT) NORTH-NORTHWEST OF A
 AI3785'TELEPHONE JUNCTION BOX (86 E)--AND, 46.6 METERS (153.0 FT) NORTH OF A
 AI3785'POWER POLE AND 50.9 METERS (167.0 FT) SOUTH OF A POWER POLE--BOTH WITH
 AI3785'REFERENCE TAGS. MARK IS 2 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2275 ***********************************************************************
 FA2275  DESIGNATION -  BACK
 FA2275  PID         -  FA2275
 FA2275  STATE/COUNTY-  NC/MECKLENBURG
 FA2275  USGS QUAD   -  HARRISBURG (1993)
 FA2275
 FA2275                         *CURRENT SURVEY CONTROL
 FA2275  ___________________________________________________________________
 FA2275* NAD 83(2001)-  35 18 38.78656(N)    080 42 43.54659(W)     ADJUSTED  
 FA2275* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 FA2275  ___________________________________________________________________
 FA2275  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FA2275  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2275  HORZ ORDER  -  SECOND
 FA2275
 FA2275.The horizontal coordinates were established by classical geodetic methods
 FA2275.and adjusted by the National Geodetic Survey in August 2005.
 FA2275
 FA2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2275
 FA2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2275
 FA2275.The geoid height was determined by GEOID03.
 FA2275
 FA2275;                    North         East     Units Scale Factor Converg.
 FA2275;SPC NC       -   174,479.142   453,927.784   MT  0.99987312   -0 59 17.4
 FA2275;SPC NC       -   572,436.99  1,489,261.40   sFT  0.99987312   -0 59 17.4
 FA2275;UTM  17      - 3,907,545.617   526,172.012   MT  0.99960844   +0 09 59.1
 FA2275
 FA2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2275!SPC NC       -   0.99997058  x   0.99987312  =   0.99984370
 FA2275!UTM  17      -   0.99997058  x   0.99960844  =   0.99957903
 FA2275
 FA2275:                Primary Azimuth Mark                     Grid Az
 FA2275:SPC NC       -  JOHNSON                                  075 45 57.0
 FA2275:UTM  17      -  JOHNSON                                  074 36 40.5
 FA2275
 FA2275|---------------------------------------------------------------------|
 FA2275| PID    Reference Object                     Distance      Geod. Az  |
 FA2275|                                                           dddmmss.s |
 FA2275| FA2287 JOHNSON                             APPROX. 1.9 KM 0744639.6 |
 FA2275|---------------------------------------------------------------------|
 FA2275
 FA2275                          SUPERSEDED SURVEY CONTROL
 FA2275
 FA2275  NAD 83(1986)-  35 18 38.80289(N)    080 42 43.55621(W) AD(       ) 2
 FA2275  NAD 27      -  35 18 38.28893(N)    080 42 44.30206(W) AD(       ) 2
 FA2275  NGVD 29 (07/19/86)  218.1    (m)          716.     (f) VERT ANG    3  
 FA2275
 FA2275.Superseded values are not recommended for survey control.
 FA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2275.See file dsdata.txt to determine how the superseded data were derived.
 FA2275
 FA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2617207546(NAD 83)
 FA2275_MARKER: DH = HORIZONTAL CONTROL DISK
 FA2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2275_STAMPING: BACK 1968
 FA2275_MARK LOGO: NCGS  
 FA2275_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2275+STABILITY: SURFACE MOTION
 FA2275
 FA2275  HISTORY     - Date     Condition        Report By
 FA2275  HISTORY     - 1968     MONUMENTED       NCGS
 FA2275  HISTORY     - 19870101 SEE DESCRIPTION  NCGS
 FA2275  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA2275
 FA2275                          STATION DESCRIPTION
 FA2275
 FA2275'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2275'BACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2275'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2275'
 FA2275'BACK IS LOCATED APPROXIMATELY 9.5 MILES NORTHEAST OF
 FA2275'CHARLOTTE.  TO REACH STATION PROCEED FROM THE HARRISBURG POST
 FA2275'OFFICE, GO WEST ON NC 49 FOR 3.5 MILES TO SR 2827, TURN LEFT
 FA2275'(SOUTH) ON SR 2827 (ENTRANCE TO BACK CREEK PRESBYTERIAN CHURCH)
 FA2275'TO RAILROAD TRACK AND STATION.  WHICH IS IN THE NORTHWEST
 FA2275'QUADRANT OF INTERSECTION OF SR 2827 AND RR TRACK, AND 1.75 MILE
 FA2275'WEST OF CABARRUS-MECKLENBURG COUNTY LINE.
 FA2275'
 FA2275'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2275'BACK 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2275'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2275'
 FA2275'MARK IS
 FA2275'
 FA2275'20.0 FT WSW OF C/L OF SR 2827
 FA2275'
 FA2275'26.6 FT NNW OF N RAIL
 FA2275'
 FA2275'37.7 FT NW OF C/L OF INTERSECTION OF 2827 AND N RAIL
 FA2275'
 FA2275'7.0 FT W OF 6X6 POST WITH RR CROSSING SIGN, AND WITH ALUMINUM
 FA2275'REF. TAG
 FA2275'
 FA2275'36.7 FT SSE OF 4X4 POST WITH RR CROSSING SIGN, AND WITH
 FA2275'ALUMINUM REF. TAG
 FA2275'
 FA2275'29.7 SE OF 4X4 POST WITH HIGHWAY RIGHT OF WAY SIGN, AND WITH
 FA2275'ALUMINUM REF. TAG
 FA2275
 FA2275                          STATION RECOVERY (1987)
 FA2275
 FA2275'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA2275'STATION WAS SEARCHED FOR BY ANGLE AND DISTANCE, WAS NOT FOUND.
 FA2275
 FA2275                          STATION RECOVERY (1990)
 FA2275
 FA2275'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1663 ***********************************************************************
 EA1663  DESIGNATION -  BACK
 EA1663  PID         -  EA1663
 EA1663  STATE/COUNTY-  NC/CARTERET
 EA1663  USGS QUAD   -  MERRIMON (1983)
 EA1663
 EA1663                         *CURRENT SURVEY CONTROL
 EA1663  ___________________________________________________________________
 EA1663* NAD 83(2001)-  34 54 55.69187(N)    076 39 34.72347(W)     ADJUSTED  
 EA1663* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1663  ___________________________________________________________________
 EA1663  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EA1663  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1663  HORZ ORDER  -  SECOND
 EA1663
 EA1663.The horizontal coordinates were established by classical geodetic methods
 EA1663.and adjusted by the National Geodetic Survey in August 2005.
 EA1663
 EA1663.The orthometric height was scaled from a topographic map.
 EA1663
 EA1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1663
 EA1663.The geoid height was determined by GEOID03.
 EA1663
 EA1663;                    North         East     Units Scale Factor Converg.
 EA1663;SPC NC       -   131,806.581   823,423.990   MT  0.99988971   +1 21 02.8
 EA1663;SPC NC       -   432,435.42  2,701,516.87   sFT  0.99988971   +1 21 02.8
 EA1663;UTM  18      - 3,864,926.062   348,391.659   MT  0.99988329   -0 57 00.4
 EA1663
 EA1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1663!SPC NC       -   1.00000578  x   0.99988971  =   0.99989549
 EA1663!UTM  18      -   1.00000578  x   0.99988329  =   0.99988907
 EA1663
 EA1663|---------------------------------------------------------------------|
 EA1663| PID    Reference Object                     Distance      Geod. Az  |
 EA1663|                                                           dddmmss.s |
 EA1663| EA3174 BACK RM                              10.242 METERS 14909     |
 EA1663| EA1681 GRAPH                               APPROX. 0.7 KM 1974302.6 |
 EA1663|---------------------------------------------------------------------|
 EA1663
 EA1663                          SUPERSEDED SURVEY CONTROL
 EA1663
 EA1663  NAD 83(1986)-  34 54 55.70499(N)    076 39 34.73301(W) AD(       ) 2
 EA1663  NAD 27      -  34 54 55.13000(N)    076 39 35.97700(W) AD(       ) 2
 EA1663
 EA1663.Superseded values are not recommended for survey control.
 EA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1663.See file dsdata.txt to determine how the superseded data were derived.
 EA1663
 EA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4839264926(NAD 83)
 EA1663_MARKER: DS = TRIANGULATION STATION DISK
 EA1663_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA1663_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA1663
 EA1663  HISTORY     - Date     Condition        Report By
 EA1663  HISTORY     - 1935     MONUMENTED       CGS
 EA1663  HISTORY     - 1947     GOOD             CGS
 EA1663
 EA1663                          STATION DESCRIPTION
 EA1663
 EA1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA1663'STATION IS ON THE E SIDE OF ADAMS CREEK, ABOUT 1-1/2 MILES S OF REAR
 EA1663'RANGE NO.2.  STATION IS IN SANDY SOIL ON THE FIRST POINT N OF MOUTH
 EA1663'OF BACK CREEK, 8 METERS FROM A 16 INCH WATER OAK TREE IN A
 EA1663'SOUTHWESTERLY DIRECTION.  FROM THE STATION SHORE LINE IS 8 METERS W
 EA1663'AND 12 METERS E.
 EA1663'
 EA1663'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED 8 BY 36
 EA1663'INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EA1663'
 EA1663'REFERENCE MARK IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED
 EA1663'8 BY 30 INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EA1663
 EA1663                          STATION RECOVERY (1947)
 EA1663
 EA1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1663'STATION WAS RECOVERED IN GOOD CONDITION, BUT THE REFERENCE MARK COULD
 EA1663'NOT BE FOUND.
 EA1663'
 EA1663'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 EA1663'
 EA1663'1.  STATION IS NOW 12 FEET FROM THE W SHORELINE.
 EA1663'
 EA1663'2.  STATION IS IN CARTERET COUNTY.
 EA1663'
 EA1663'THE AREA HAS ERODED CONSIDERABLY AND IT IS BELIEVED THE REFERENCE
 EA1663'MARK HAS BEEN WASHED OUT.  MEAN HIGH WATER LINE 4.2 METERS 66 DEG
 EA1663'FROM N.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2726 ***********************************************************************
 EA2726  DESIGNATION -  BACK
 EA2726  PID         -  EA2726
 EA2726  STATE/COUNTY-  NC/BRUNSWICK
 EA2726  USGS QUAD   -  WILMINGTON (1979)
 EA2726
 EA2726                         *CURRENT SURVEY CONTROL
 EA2726  ___________________________________________________________________
 EA2726* NAD 83(2001)-  34 10 15.62651(N)    077 58 02.09658(W)     ADJUSTED  
 EA2726* NAVD 88     -              **(meters)            **(feet)            
 EA2726  ___________________________________________________________________
 EA2726  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 EA2726  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 EA2726  HORZ ORDER  -  THIRD
 EA2726
 EA2726.The horizontal coordinates were established by classical geodetic methods
 EA2726.and adjusted by the National Geodetic Survey in August 2005.
 EA2726
 EA2726
 EA2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2726
 EA2726.The geoid height was determined by GEOID03.
 EA2726
 EA2726;                    North         East     Units Scale Factor Converg.
 EA2726;SPC NC       -    47,200.061   704,823.018   MT  1.00004891   +0 35 45.9
 EA2726;SPC NC       -   154,855.53  2,312,406.85   sFT  1.00004891   +0 35 45.9
 EA2726;UTM  18      - 3,785,097.268   226,485.830   MT  1.00052228   -1 40 03.5
 EA2726;UTM  17      - 3,785,275.057   779,554.058   MT  1.00056347   +1 42 16.2
 EA2726
 EA2726                          SUPERSEDED SURVEY CONTROL
 EA2726
 EA2726  NAD 83(1986)-  34 10 15.64033(N)    077 58 02.10933(W) AD(       ) 4
 EA2726  NAD 27      -  34 10 15.01000(N)    077 58 03.14500(W) AD(       ) 3
 EA2726
 EA2726.Superseded values are not recommended for survey control.
 EA2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2726.See file dsdata.txt to determine how the superseded data were derived.
 EA2726
 EA2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2648685097(NAD 83)
 EA2726_MARKER: 14 = NAVIGATION LIGHT
 EA2726
 EA2726  HISTORY     - Date     Condition        Report By
 EA2726  HISTORY     - 1917     FIRST OBSERVED   CGS
 EA2726
 EA2726                          STATION DESCRIPTION
 EA2726
 EA2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (WCH)
 EA2726'STATION IS THE CENTER OF THE LANTERN OF REAR RANGE BEACON NO.6,
 EA2726'3/4 MILE BELOW THE MOUTH OF BRUNSWICK RIVER.  THE LANTERN IS
 EA2726'SUPPORTED BY A STEEL TOWER WHICH RESTS UPON A CONCRETE BASE
 EA2726'CARRIED BY 4 CONCRETE PILES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3757 ***********************************************************************
 EY3757  DESIGNATION -  BACK
 EY3757  PID         -  EY3757
 EY3757  STATE/COUNTY-  NC/BEAUFORT
 EY3757  USGS QUAD   -  BATH (1993)
 EY3757
 EY3757                         *CURRENT SURVEY CONTROL
 EY3757  ___________________________________________________________________
 EY3757* NAD 83(2001)-  35 28 30.00412(N)    076 47 12.28081(W)     ADJUSTED  
 EY3757* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3757  ___________________________________________________________________
 EY3757  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EY3757  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 EY3757  HORZ ORDER  -  SECOND
 EY3757
 EY3757.The horizontal coordinates were established by classical geodetic methods
 EY3757.and adjusted by the National Geodetic Survey in August 2005.
 EY3757
 EY3757.The orthometric height was scaled from a topographic map.
 EY3757
 EY3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3757
 EY3757.The geoid height was determined by GEOID03.
 EY3757
 EY3757;                    North         East     Units Scale Factor Converg.
 EY3757;SPC NC       -   193,593.903   810,430.015   MT  0.99988015   +1 16 38.7
 EY3757;SPC NC       -   635,149.33  2,658,885.81   sFT  0.99988015   +1 16 38.7
 EY3757;UTM  18      - 3,927,188.107   337,895.745   MT  0.99992384   -1 02 13.8
 EY3757
 EY3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3757!SPC NC       -   1.00000571  x   0.99988015  =   0.99988586
 EY3757!UTM  18      -   1.00000571  x   0.99992384  =   0.99992955
 EY3757
 EY3757:                Primary Azimuth Mark                     Grid Az
 EY3757:SPC NC       -  BATH TANK                                274 50 31.5
 EY3757:UTM  18      -  BATH TANK                                277 09 24.0
 EY3757
 EY3757|---------------------------------------------------------------------|
 EY3757| PID    Reference Object                     Distance      Geod. Az  |
 EY3757|                                                           dddmmss.s |
 EY3757| EY3758 BATH TANK                           APPROX. 2.5 KM 2760710.2 |
 EY3757|---------------------------------------------------------------------|
 EY3757
 EY3757                          SUPERSEDED SURVEY CONTROL
 EY3757
 EY3757  NAD 83(1986)-  35 28 30.01494(N)    076 47 12.29283(W) AD(       ) 2
 EY3757  NAD 27      -  35 28 29.42300(N)    076 47 13.52100(W) AD(       ) 2
 EY3757
 EY3757.Superseded values are not recommended for survey control.
 EY3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3757.See file dsdata.txt to determine how the superseded data were derived.
 EY3757
 EY3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3789627188(NAD 83)
 EY3757_MARKER: DS = TRIANGULATION STATION DISK
 EY3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3757_STAMPING: BACK 1935
 EY3757_MARK LOGO: CGS   
 EY3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3757+STABILITY: SURFACE MOTION
 EY3757
 EY3757  HISTORY     - Date     Condition        Report By
 EY3757  HISTORY     - 1935     MONUMENTED       CGS
 EY3757  HISTORY     - 1949     GOOD             CGS
 EY3757  HISTORY     - 1967     GOOD             USE
 EY3757
 EY3757                          STATION DESCRIPTION
 EY3757
 EY3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3757'ON THE NORTH SIDE OF BACK CREEK, ABOUT 2 MILES FROM ITS MOUTH, ON A
 EY3757'POINT OF FIRM GROUND LYING BETWEEN THE MAIN CHANNEL AND A SMALL
 EY3757'MARSH CREEK WHICH LEADS OFF TO THE NORTHEAST FROM THE MAIN CHANNEL,
 EY3757'ON LAND OWNED BY T.A. BROOKS (M.F. FOSTER TEANANT).  TO REACH FROM
 EY3757'THE BATTERED BRICK SCHOOLHOUSE TAKE DIRT ROAD NORTH FOR 1/2
 EY3757'MILE AND TURN RIGHT A T JUNCTION.  FOLLOW 1.6 MILES AND TURN RIGHT
 EY3757'AT BARN ON DIM ROAD THUR CULTIVATED FIELD OPPOSITE FOSTERS 2 STORY
 EY3757'WHITE HOUSE.  FOLLOW 0.2 MILE AND TURN RIGHT AT A LONE TREE
 EY3757'BETWEEN CULTIVATED FIELDS.  CONTINUE TO NORTH SIDE OF FIELD AND
 EY3757'TURN LEFT FOLLOWING ALONG EDGE OF FIELD TO A TRIANGULAR BLAZED PINE
 EY3757'AT THE NORTHWEST CORNER OF THE FIELD.  THE STATION IS ABOUT 100
 EY3757'YARDS NORTHWEST THRU TREES FROM THIS PINE.
 EY3757'
 EY3757'THE STATION MARK, PROJECTING ABOUT 6 INCHES, IS ABOUT 50 YARDS
 EY3757'SOUTHEAST OF THE TIP OF THE POINT.  8.5 METERS NORTHEAST OF A
 EY3757'TRIANGULAR BLAZED 8 INCH OAK.  8.8 METERS SOUTH SOUTHWEST OF A
 EY3757'TRIANGULAR BLAZED 16 INCH OAK.  11 METERS SOUTH OF A SKIFF LANDING
 EY3757'AT POINT WHERE A BEND IN THE SMALL CREEK TOUCHES THE FIRM GROUND.
 EY3757'
 EY3757'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION.
 EY3757
 EY3757                          STATION RECOVERY (1949)
 EY3757
 EY3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3757'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 EY3757'INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 EY3757'
 EY3757'STATION IS LOCATED ON THE NE SHORE OF BACK CREEK, APPROXIMATELY 1.8
 EY3757'MILES E OF THE MOUTH OF THE CREEK AT A POINT WHERE THE MAIN CHANNEL
 EY3757'MAKES A RIGHT ANGLE TURN TO THE S AND A SMALL CREEK LEADS OFF TO
 EY3757'THE NE, IN A SMALL GROVE OF OAK TREES ON GROUND APPROXIMATELY 4
 EY3757'FEET HIGHER THAN THE SURROUNDING LAND AND APPROXIMATELY 300
 EY3757'FEET SW OF THE SW CORNER OF A CULTIVATED FIELD.  STATION IS 110.1
 EY3757'FEET NE OF THE SHORE, 84.2 FEET NE OF A TRIANGULAR BLAZED PINE
 EY3757'NEAR THE SHORE, 28.5 FEET S AND 27.6 FEET SSW OF TRIANGULAR BLAZED
 EY3757'OAK TREES, AND 34.2 FEET SE OF THE SE END OF A SMALL PIER.
 EY3757'
 EY3757'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE AND IS STAMPED
 EY3757'BACK 1935.  IT PROJECTS 3 INCHES ABOVE THE GROUND.  UNDERGROUND
 EY3757'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 EY3757'
 EY3757'TO REACH FROM BATH HIGH SCHOOL, TRAVEL N ON DIRT ROAD 0.5 MILE TO A T
 EY3757'ROAD LEADING E.  TURN RIGHT (E) 1.9 MILES TO HOUSE ON LEFT AND FIELD
 EY3757'ROAD ON RIGHT LEADING S.  TURN RIGHT (S) TO SW CORNER OF FIELD AND
 EY3757'PROCEED SW THROUGH TREES TO STATION.
 EY3757
 EY3757                          STATION RECOVERY (1967)
 EY3757
 EY3757'RECOVERY NOTE BY US ENGINEERS 1967
 EY3757'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED
 EY3757'BACK 1935 SET IN CONCRETE MONUMENT PROJECTING 3 IN ABOVE GROUND.
 EY3757'
 EY3757'STATION IS LOCATED ON THE NE SHORE OF BACK CREEK, APPROXIMATELY 1.8
 EY3757'MILE E OF THE MOUTH OF THE CREEK AT A POINT WHERE THE MAIN CHANNEL
 EY3757'MAKES A RIGHT ANGLE TURN TO THE S AND A SMALL CREEK LEADS OFF TO
 EY3757'THE NE, IN A SMALL GROVE OF OAK TREE ON GROUND APPROXIMATELY 4 FT
 EY3757'HIGHER THAN THE SURROUNDING LAND, AND APPROXIMATELY 10 FT SW OF THE
 EY3757'SW OF THE CORNER OF A CULTIVATED FIELD.  STATION IS 110 FT N OF THE
 EY3757'SHORE, AND 34 FT E OF A CANAL RUNNING IN A NORTHERLY DIRECTION.
 EY3757'
 EY3757'TO REACH FROM BATH HIGH SCHOOL PROCEED N ON DIRT ROAD 0.5 MILE TO A T
 EY3757'ROAD LEADING E.  TURN RIGHT (E) 1.9 MILE TO HOUSE ON LEFT AND FIELD
 EY3757'ROAD ON RIGHT LEADING S.  TURN RIGHT (S) TO SW CORNER OF FIELD, AND
 EY3757'PROCEED SW THROUGH TREES TO STATION SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8842 ***********************************************************************
 AF8842  DESIGNATION -  BACK
 AF8842  PID         -  AF8842
 AF8842  STATE/COUNTY-  NC/DARE
 AF8842  USGS QUAD   -  BUXTON (1983)
 AF8842
 AF8842                         *CURRENT SURVEY CONTROL
 AF8842  ___________________________________________________________________
 AF8842* NAD 83(2001)-  35 15 55.59133(N)    075 31 46.16666(W)     ADJUSTED  
 AF8842* NAVD 88     -         3.331  (meters)      10.93   (feet)  ADJUSTED  
 AF8842  ___________________________________________________________________
 AF8842  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AF8842  GEOID HEIGHT-         -38.70  (meters)                     GEOID03
 AF8842  DYNAMIC HT  -           3.328 (meters)      10.92  (feet)  COMP
 AF8842  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 AF8842
 AF8842  HORZ ORDER  -  SECOND
 AF8842  VERT ORDER  -  SECOND    CLASS II
 AF8842
 AF8842.The horizontal coordinates were established by classical geodetic methods
 AF8842.and adjusted by the National Geodetic Survey in August 2005.
 AF8842
 AF8842.The orthometric height was determined by differential leveling
 AF8842.and adjusted in January 2000.
 AF8842
 AF8842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8842
 AF8842.The geoid height was determined by GEOID03.
 AF8842
 AF8842.The dynamic height is computed by dividing the NAVD 88
 AF8842.geopotential number by the normal gravity value computed on the
 AF8842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8842.degrees latitude (g = 980.6199 gals.).
 AF8842
 AF8842.The modeled gravity was interpolated from observed gravity values.
 AF8842
 AF8842;                    North         East     Units Scale Factor Converg.
 AF8842;SPC NC       -   173,626.694   925,286.605   MT  0.99987262   +2 00 11.1
 AF8842;SPC NC       -   569,640.25  3,035,711.14   sFT  0.99987262   +2 00 11.1
 AF8842;UTM  18      - 3,902,608.709   451,839.415   MT  0.99962858   -0 18 20.6
 AF8842
 AF8842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8842!SPC NC       -   1.00000555  x   0.99987262  =   0.99987817
 AF8842!UTM  18      -   1.00000555  x   0.99962858  =   0.99963413
 AF8842
 AF8842                          SUPERSEDED SURVEY CONTROL
 AF8842
 AF8842  NAD 83(1986)-  35 15 55.60259(N)    075 31 46.17039(W) AD(       ) 2
 AF8842  NAVD 88 (06/15/98)    3.33   (m)           10.9    (f) LEVELING    3  
 AF8842
 AF8842.Superseded values are not recommended for survey control.
 AF8842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8842.See file dsdata.txt to determine how the superseded data were derived.
 AF8842
 AF8842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5183902609(NAD 83)
 AF8842_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8842_STAMPING: BACK 1985
 AF8842_MARK LOGO: NCGS  
 AF8842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8842+STABILITY: SURFACE MOTION
 AF8842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8842+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8842
 AF8842  HISTORY     - Date     Condition        Report By
 AF8842  HISTORY     - 1985     MONUMENTED       NCGS
 AF8842  HISTORY     - 20000620 GOOD             NCDOT
 AF8842  HISTORY     - 20030821 GOOD             USPSQD
 AF8842  HISTORY     - 20071008 GOOD             GEOCAC
 AF8842
 AF8842                          STATION DESCRIPTION
 AF8842
 AF8842'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8842'STATION IS LOCATED IN THE BUXTON COMMUNITY. ALONG NC 12 FOR 1.3 KM
 AF8842'(0.80 MI) EAST FROM THE BUXTON POST OFFICE, AT SR 1232 (BUXTON VILLAGE
 AF8842'BACK ROAD). MARK IS LEVEL WITH THE HIGHWAY AND IS RECESSED 3 INCHES
 AF8842'BELOW GROUND. LOCATED 7.7 M (25.3 FT) SOUTHWEST OF THE CENTERLINE OF
 AF8842'NC 12, 29.1 M (95.5 FT) NORTH OF THE CENTERLINE OF SR 1232, 22.9 M
 AF8842'(75.1 FT) WEST OF AND ACROSS THE HIGHWAY FROM THE WEST CORNER OF A
 AF8842'SHINGLED BUSINESS, 28.2 M (92.5 FT) NORTH-NORTHWEST OF A TELEPHONE
 AF8842'PEDESTAL (1232RP35N)--AND 7.5 M (24.6 FT) NORTH-NORTHWEST OF A BRACE
 AF8842'POLE, 2.0 M (6.6 FT) EAST OF A 10-INCH TWIN OAK--BOTH WITH REFERENCE
 AF8842'TAGS.
 AF8842
 AF8842                          STATION RECOVERY (2000)
 AF8842
 AF8842'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8842'RECOVERED AS DESCRIBED.
 AF8842
 AF8842                          STATION RECOVERY (2003)
 AF8842
 AF8842'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF8842'RECOVERED IN GOOD CONDITION.
 AF8842
 AF8842                          STATION RECOVERY (2007)
 AF8842
 AF8842'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 AF8842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1703 ***********************************************************************
 EA1703  DESIGNATION -  BACK SOUND BEACON
 EA1703  PID         -  EA1703
 EA1703  STATE/COUNTY-  NC/CARTERET
 EA1703  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1703
 EA1703                         *CURRENT SURVEY CONTROL
 EA1703  ___________________________________________________________________
 EA1703* NAD 83(2001)-  34 40 42.84748(N)    076 36 44.27744(W)     ADJUSTED  
 EA1703* NAVD 88     -              **(meters)            **(feet)            
 EA1703  ___________________________________________________________________
 EA1703  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 EA1703  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1703  HORZ ORDER  -  THIRD
 EA1703
 EA1703.The horizontal coordinates were established by classical geodetic methods
 EA1703.and adjusted by the National Geodetic Survey in August 2005.
 EA1703
 EA1703
 EA1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1703
 EA1703.The geoid height was determined by GEOID03.
 EA1703
 EA1703;                    North         East     Units Scale Factor Converg.
 EA1703;SPC NC       -   105,638.623   828,380.872   MT  0.99992229   +1 22 41.2
 EA1703;SPC NC       -   346,582.72  2,717,779.58   sFT  0.99992229   +1 22 41.2
 EA1703;UTM  18      - 3,838,581.129   352,295.082   MT  0.99986890   -0 55 03.1
 EA1703
 EA1703                          SUPERSEDED SURVEY CONTROL
 EA1703
 EA1703  NAD 83(1986)-  34 40 42.85853(N)    076 36 44.28196(W) AD(       ) 4
 EA1703  NAD 27      -  34 40 42.28300(N)    076 36 45.52700(W) AD(       ) 3
 EA1703
 EA1703.Superseded values are not recommended for survey control.
 EA1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1703.See file dsdata.txt to determine how the superseded data were derived.
 EA1703
 EA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5229538581(NAD 83)
 EA1703_MARKER: 14 = NAVIGATION LIGHT
 EA1703
 EA1703  HISTORY     - Date     Condition        Report By
 EA1703  HISTORY     - 1933     FIRST OBSERVED   CGS
 EA1703  HISTORY     - 1947     GOOD             CGS
 EA1703
 EA1703                          STATION DESCRIPTION
 EA1703
 EA1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA1703'STATION WAS DETERMINED WITH ACCURACY REPRESENTED BY 3D/R AND IS
 EA1703'A LIGHTED BEACON DESCRIBED IN THE LIGHT LIST, ATLANTIC COAST,
 EA1703'UNITED STATES, 1932, AS FOLLOWS--CORE SOUND, NO.1826, BACK
 EA1703'SOUND, FLASHING WHITE, 3 SECONDS, IN 7 FEET, OFF W SIDE OF
 EA1703'SHOAL, 15 FEET ABOVE HIGH WATER, 40 CANDLEPOWER, RED SLATTED
 EA1703'PILE STRUCTURE.
 EA1703
 EA1703                          STATION RECOVERY (1947)
 EA1703
 EA1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1703'STATION RECOVERED IN GOOD CONDITION.  THIS BEACON IS STILL
 EA1703'APPARENTLY IN PLACE BUT SHOULD BE USED WITH CAUTION.  THE
 EA1703'BEACONS ARE MOVED SLIGHTLY FROM THEIR ORIGINAL POSITIONS IN
 EA1703'REBUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1626 ***********************************************************************
 FZ1626  DESIGNATION -  BACK YARD
 FZ1626  PID         -  FZ1626
 FZ1626  STATE/COUNTY-  NC/FORSYTH
 FZ1626  USGS QUAD   -  CLEMMONS (1994)
 FZ1626
 FZ1626                         *CURRENT SURVEY CONTROL
 FZ1626  ___________________________________________________________________
 FZ1626* NAD 83(2001)-  36 01 46.69458(N)    080 23 28.32193(W)     ADJUSTED  
 FZ1626* NAVD 88     -       241.9    (meters)     794.     (feet)  VERTCON   
 FZ1626  ___________________________________________________________________
 FZ1626  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FZ1626  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 FZ1626  HORZ ORDER  -  SECOND
 FZ1626
 FZ1626.The horizontal coordinates were established by classical geodetic methods
 FZ1626.and adjusted by the National Geodetic Survey in August 2005.
 FZ1626
 FZ1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1626
 FZ1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1626
 FZ1626.The geoid height was determined by GEOID03.
 FZ1626
 FZ1626;                    North         East     Units Scale Factor Converg.
 FZ1626;SPC NC       -   253,767.701   484,220.938   MT  0.99996464   -0 48 10.7
 FZ1626;SPC NC       -   832,569.53  1,588,648.19   sFT  0.99996464   -0 48 10.7
 FZ1626;UTM  17      - 3,987,407.088   554,849.431   MT  0.99963707   +0 21 29.2
 FZ1626
 FZ1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1626!SPC NC       -   0.99996717  x   0.99996464  =   0.99993181
 FZ1626!UTM  17      -   0.99996717  x   0.99963707  =   0.99960425
 FZ1626
 FZ1626:                Primary Azimuth Mark                     Grid Az
 FZ1626:SPC NC       -  TANGLEWOOD                               241 24 36.0
 FZ1626:UTM  17      -  TANGLEWOOD                               240 14 56.1
 FZ1626
 FZ1626|---------------------------------------------------------------------|
 FZ1626| PID    Reference Object                     Distance      Geod. Az  |
 FZ1626|                                                           dddmmss.s |
 FZ1626| FZ1627 TANGLEWOOD                          APPROX. 1.4 KM 2403625.3 |
 FZ1626|---------------------------------------------------------------------|
 FZ1626
 FZ1626                          SUPERSEDED SURVEY CONTROL
 FZ1626
 FZ1626  NAD 83(1993)-  36 01 46.70160(N)    080 23 28.32864(W) AD(       ) 2
 FZ1626  NAD 83(1986)-  36 01 46.70046(N)    080 23 28.32941(W) AD(       ) 2
 FZ1626  NAD 27      -  36 01 46.21051(N)    080 23 29.13953(W) AD(       ) 2
 FZ1626  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG    3  
 FZ1626
 FZ1626.Superseded values are not recommended for survey control.
 FZ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1626.See file dsdata.txt to determine how the superseded data were derived.
 FZ1626
 FZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5484987407(NAD 83)
 FZ1626_MARKER: DE = TRAVERSE STATION DISK
 FZ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1626_STAMPING: BACK YARD 1973
 FZ1626_MARK LOGO: NCGS  
 FZ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1626+STABILITY: SURFACE MOTION
 FZ1626
 FZ1626  HISTORY     - Date     Condition        Report By
 FZ1626  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1626
 FZ1626                          STATION DESCRIPTION
 FZ1626
 FZ1626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1626'BACK YARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1626'THE VICINITY OF CLEMMONS, NORTH CAROLINA.
 FZ1626'
 FZ1626'BACK YARD IS LOCATED APPROXIMATELY 0.8 MILE NORTHWEST OF CLEMMONS
 FZ1626'AND 9.5 MILES WSW OF WINSTON-SALEM.  TO REACH STATION FROM THE CENTER
 FZ1626'OF THE I-40 EAST BOUND BRIDGE OVER THE YADKIN RIVER (FORSYTH-DAVIE
 FZ1626'COUNTY LINE), PROCEED EASTERLY ALONG I-40 FOR 1.75 MILES TO STATION
 FZ1626'ON THE RIGHT, ON TOP OF AN 8 FOOT CUT, DIRECTLY BEHIND BRICK HOUSE
 FZ1626'WITH A WHITE BOARDED BACK, AND 0.5 MILE WEST OF SR 1103 OVERPASS
 FZ1626'(CLEMMONS-LEWISVILLE RD.).
 FZ1626'
 FZ1626'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BACK
 FZ1626'YARD 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1626'1 INCH ABOVE THE GROUND.
 FZ1626'
 FZ1626'MARK IS 55.0 FT SE OF C/L OF E BOUND LANE OF I-40
 FZ1626'
 FZ1626'4.8 FT SE OF BASE OF SMALL CEDAR TREE
 FZ1626'
 FZ1626'78.2 FT NE OF RIGHT OF WAY MARKER ON APPROX. PROPERTY LINE BETWEEN
 FZ1626'TWO BRICK HOUSES
 FZ1626'
 FZ1626'77.5 FT NW OF 7 INCH CEDAR TREE WITH ALUMINUM REF. TAG
 FZ1626'
 FZ1626'63.8 FT ENE OF EASTERNMOST FENCE POST WITH ALUMINUM REF. TAG
 FZ1626'
 FZ1626'70.0 FT E OF 1ST REFLECTOR POST E OF E END OF GUARD RAIL ON E BOUND
 FZ1626'LANE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6457 ***********************************************************************
 DE6457  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6457  DESIGNATION -  BACKWOODS
 DE6457  PID         -  DE6457
 DE6457  STATE/COUNTY-  NC/CURRITUCK
 DE6457  USGS QUAD   -  MOYOCK (1986)
 DE6457
 DE6457                         *CURRENT SURVEY CONTROL
 DE6457  ___________________________________________________________________
 DE6457* NAD 83(2007)-  36 32 57.48768(N)    076 14 19.13772(W)     ADJUSTED  
 DE6457* NAVD 88     -         5.09   (meters)      16.7    (feet)  GPS OBS   
 DE6457  ___________________________________________________________________
 DE6457  EPOCH DATE  -        2002.00
 DE6457  X           -   1,220,294.330 (meters)                     COMP
 DE6457  Y           -  -4,982,655.650 (meters)                     COMP
 DE6457  Z           -   3,777,311.862 (meters)                     COMP
 DE6457  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 DE6457  ELLIP HEIGHT-         -32.212 (meters)          (02/10/07) ADJUSTED
 DE6457  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 DE6457
 DE6457  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6457  Type    PID    Designation                      North   East  Ellip
 DE6457  -------------------------------------------------------------------
 DE6457  NETWORK DE6457 BACKWOODS                         0.49   0.41   1.14
 DE6457  -------------------------------------------------------------------
 DE6457
 DE6457.The horizontal coordinates were established by GPS observations
 DE6457.and adjusted by the National Geodetic Survey in February 2007.
 DE6457
 DE6457.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6457.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6457.The horizontal coordinates are valid at the epoch date displayed above.
 DE6457.The epoch date for horizontal control is a decimal equivalence
 DE6457.of Year/Month/Day.
 DE6457
 DE6457.The orthometric height was determined by GPS observations and a
 DE6457.high-resolution geoid model.
 DE6457.The orthometric height was determined by GPS observations and a
 DE6457.high-resolution geoid model using precise GPS observation and
 DE6457.processing techniques.
 DE6457
 DE6457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6457
 DE6457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6457
 DE6457.The ellipsoidal height was determined by GPS observations
 DE6457.and is referenced to NAD 83.
 DE6457
 DE6457.The geoid height was determined by GEOID03.
 DE6457
 DE6457;                    North         East     Units Scale Factor Converg.
 DE6457;SPC NC       -   313,994.553   856,836.814   MT  1.00012930   +1 35 37.6
 DE6457;SPC NC       - 1,030,163.80  2,811,138.78   sFT  1.00012930   +1 35 37.6
 DE6457;UTM  18      - 4,045,590.566   389,140.260   MT  0.99975141   -0 44 15.8
 DE6457
 DE6457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6457!SPC NC       -   1.00000506  x   1.00012930  =   1.00013436
 DE6457!UTM  18      -   1.00000506  x   0.99975141  =   0.99975646
 DE6457
 DE6457:                Primary Azimuth Mark                     Grid Az
 DE6457:SPC NC       -  CLEAR                                    073 23 02.6
 DE6457:UTM  18      -  CLEAR                                    075 42 56.0
 DE6457
 DE6457|---------------------------------------------------------------------|
 DE6457| PID    Reference Object                     Distance      Geod. Az  |
 DE6457|                                                           dddmmss.s |
 DE6457| DE6458 CLEAR                               474.574 METERS 0745840.2 |
 DE6457|---------------------------------------------------------------------|
 DE6457
 DE6457                          SUPERSEDED SURVEY CONTROL
 DE6457
 DE6457  NAD 83(2001)-  36 32 57.48840(N)    076 14 19.13719(W) AD(       ) 1
 DE6457  ELLIP H (03/13/03)  -32.201  (m)                       GP(       ) 4 2
 DE6457  NAD 83(1986)-  36 32 57.50125(N)    076 14 19.16512(W) AD(       ) 1
 DE6457
 DE6457.Superseded values are not recommended for survey control.
 DE6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6457.See file dsdata.txt to determine how the superseded data were derived.
 DE6457
 DE6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8914045591(NAD 83)
 DE6457_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6457_STAMPING: BACKWOODS 1994
 DE6457_MARK LOGO: NCGS  
 DE6457_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6457+STABILITY: SURFACE MOTION
 DE6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6457+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2008
 DE6457
 DE6457  HISTORY     - Date     Condition        Report By
 DE6457  HISTORY     - 1994     MONUMENTED       NCGS
 DE6457  HISTORY     - 20041103 GOOD             NCGS
 DE6457  HISTORY     - 20080508 GOOD             ORBITE
 DE6457
 DE6457                          STATION DESCRIPTION
 DE6457
 DE6457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DE6457'STATION IS LOCATED ABOUT 14.3 MI (23.0 KM) WEST-NORTHWEST OF CURRITUCK
 DE6457'AND 3.8 MI (6.1 KM) NORTHWEST OF MOYOCK.  PROCEED ALONG NC 168 FOR
 DE6457'0.25 MI (0.40 KM) NORTHWEST FROM THE STOP LIGHT AT NC 168 AND SR
 DE6457'1222-IN MOYOCK TO SR 1227 (SOUTH MILLS ROAD) , THENCE SOUTHWEST ALONG
 DE6457'SR 1227 FOR 3.8 MI (6.1 KM) TO SR 1218 (NORTHWEST BACKWOODS ROAD) ,
 DE6457'THENCE NORTH ALONG SR 1218 FOR 3.0 MI (4.8 KM) TO STATION.  ALSO, 0.3
 DE6457'MI (0.5 KM) SOUTHWEST OF THE VA/NC BOUNDARY MONUMENT NO.  8 AT THE
 DE6457'STATE LINE.  MARK IS ABOUT LEVEL WITH SR 1218 AND IS RECESSED 2 INCHES
 DE6457'BELOW THE GROUND.  LOCATED 13.5 FT (4.1 M) NORTH-NORTHWEST OF THE
 DE6457'CENTERLINE OF SR 1218, 76.5 FT (23.3 M) EAST OF THE NORTH END OF A
 DE6457'36-INCH REINFORCED CONCRETE PIPE UNDER HIGHWAY, 113.0 FT (34.4 M)
 DE6457'NORTHEAST OF A TELEPHONE POLE (8) ACROSS SR 1218 WITH REFERENCE TAG
 DE6457'AND 140.0 FT (42.7 M) WEST-NORTHWEST OF A SPEED LIMIT SIGN POST.
 DE6457'STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) WEST-NORTHWEST OF CURRITUCK
 DE6457'AND 3.5 MI (5.6 KM) WEST-NORTHWEST OF MOYOCK AT THE VA/NC STATE
 DE6457'BOUNDARY LINE.  PROCEED ALONG NC 168 FOR 0.25 MI (0.40 KM) NORTHWEST
 DE6457'FROM THE STOPLIGHT AT NC 168 AND SR 1222-IN MOYOCK TO SR
 DE6457'1227-SOUTHMILLS ROAD, THENCE SOUTHWEST ALONG SR 1227 FOR 3.8 MI (6.1
 DE6457'KM) TO SR 1218-NORTHWEST BACKWOODS ROAD, THENCE NORTH ALONG SR 1218
 DE6457'FOR 3.3 MI (5.3 KM) TO THE VA/NC STATE BOUNDARY LINE AND THE STATION,
 DE6457'BEHIND THE DITCH.  MARK IS ABOUT LEVEL WITH SR 1218 AND IS RECESSED 3
 DE6457'INCHES BELOW THE GROUND.  LOCATED 23.3 FT (7.1 M) SOUTH OF THE
 DE6457'CENTERLINE OF SR 1218, 39.9 FT (12.2 M) SOUTH OF VA/NC STATE BOUNDARY
 DE6457'MONUMENT NO 8, 109.6 FT (33.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF A
 DE6457'WELCOME TO NORTH CAROLINA SIGN ACROSS THE ROAD,--AND 49.0 FT (14.9 M)
 DE6457'NORTHEAST OF A POWER POLE (JV62) , 65.2 FT (19.9 M) SOUTHWEST OF A
 DE6457'12-INCH SWEET GUM ACROSS THE ROAD--BOTH WITH REFERENCE TAGS.
 DE6457
 DE6457                          STATION RECOVERY (2004)
 DE6457
 DE6457'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6457'RECOVERED AS DESCRIBED.
 DE6457
 DE6457                          STATION RECOVERY (2008)
 DE6457
 DE6457'RECOVERY NOTE BY ORBITECH INC 2008 (SHG)
 DE6457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3183 ***********************************************************************
 FY3183  DESIGNATION -  BACON
 FY3183  PID         -  FY3183
 FY3183  STATE/COUNTY-  NC/ORANGE
 FY3183  USGS QUAD   -  HILLSBOROUGH (1994)
 FY3183
 FY3183                         *CURRENT SURVEY CONTROL
 FY3183  ___________________________________________________________________
 FY3183* NAD 83(2001)-  36 06 22.16970(N)    079 02 06.89850(W)     ADJUSTED  
 FY3183* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 FY3183  ___________________________________________________________________
 FY3183  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FY3183  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FY3183  HORZ ORDER  -  SECOND
 FY3183
 FY3183.The horizontal coordinates were established by classical geodetic methods
 FY3183.and adjusted by the National Geodetic Survey in August 2005.
 FY3183
 FY3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3183
 FY3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3183
 FY3183.The geoid height was determined by GEOID03.
 FY3183
 FY3183;                    North         East     Units Scale Factor Converg.
 FY3183;SPC NC       -   261,380.246   606,427.304   MT  0.99998367   -0 01 13.2
 FY3183;SPC NC       -   857,545.02  1,989,586.91   sFT  0.99998367   -0 01 13.2
 FY3183;UTM  17      - 3,997,510.313   676,851.336   MT  0.99998539   +1 09 29.1
 FY3183
 FY3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3183!SPC NC       -   0.99997685  x   0.99998367  =   0.99996052
 FY3183!UTM  17      -   0.99997685  x   0.99998539  =   0.99996224
 FY3183
 FY3183:                Primary Azimuth Mark                     Grid Az
 FY3183:SPC NC       -  MICKEY                                   072 37 59.2
 FY3183:UTM  17      -  MICKEY                                   071 27 16.9
 FY3183
 FY3183|---------------------------------------------------------------------|
 FY3183| PID    Reference Object                     Distance      Geod. Az  |
 FY3183|                                                           dddmmss.s |
 FY3183| FY3195 MICKEY                              APPROX. 1.4 KM 0723646.0 |
 FY3183|---------------------------------------------------------------------|
 FY3183
 FY3183                          SUPERSEDED SURVEY CONTROL
 FY3183
 FY3183  NAD 83(1993)-  36 06 22.17237(N)    079 02 06.90685(W) AD(       ) 2
 FY3183  NAD 83(1986)-  36 06 22.17448(N)    079 02 06.90743(W) AD(       ) 2
 FY3183  NAD 27      -  36 06 21.67265(N)    079 02 07.86580(W) AD(       ) 2
 FY3183  NGVD 29 (07/19/86)  178.4    (m)          585.     (f) VERT ANG    3  
 FY3183
 FY3183.Superseded values are not recommended for survey control.
 FY3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3183.See file dsdata.txt to determine how the superseded data were derived.
 FY3183
 FY3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7685197510(NAD 83)
 FY3183_MARKER: DE = TRAVERSE STATION DISK
 FY3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3183_STAMPING: BACON 1963
 FY3183_MARK LOGO: NCGS  
 FY3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3183+STABILITY: SURFACE MOTION
 FY3183
 FY3183  HISTORY     - Date     Condition        Report By
 FY3183  HISTORY     - 1963     MONUMENTED       NCGS
 FY3183
 FY3183                          STATION DESCRIPTION
 FY3183
 FY3183'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY3183'BACON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3183'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY3183'
 FY3183'BACON IS 4.1 MILES NE OF HILLSBORO, LOCATED 3.1 MILES NE ALONG
 FY3183'SR 1002 FROM U.S. 70 BYPASS.  2.1 MILES SW OF ST MARYS CHURCH.  0.9
 FY3183'MILES SW OF MICKEYS STORE AND GASOLINE STATION.  AT CREST OF
 FY3183'HILL.  ON NW SIDE OF SR 1002 ON TOP OF DITCH BANK.
 FY3183'
 FY3183'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3183'BACON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3183'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3183'
 FY3183'MARK IS
 FY3183'
 FY3183'24.0 FT NW OF C/L OF SR 1002
 FY3183'
 FY3183'33.6 FT S OF 3 LEAD NAILS IN PP
 FY3183'
 FY3183'39.4 FT SSE OF THE TOP OF ANCHOR PLATE OF GUY WIRE
 FY3183'
 FY3183'57.8 FT NW OF TOP OF VERTICAL MEMBER IN MAILBOX STAND
 FY3183'
 FY3183'82.9 FT SE OF 3 LEAD NAILS IN TP 61
 FY3183'
 FY3183'154.5 FT NW OF SW CORNER OF BRICK RESIDENCE OF WALLACE BACON
 FY3183'
 FY3183'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2551 ***********************************************************************
 FB2551  DESIGNATION -  BAD
 FB2551  PID         -  FB2551
 FB2551  STATE/COUNTY-  NC/GATES
 FB2551  USGS QUAD   -  CASHIERS (1991)
 FB2551
 FB2551                         *CURRENT SURVEY CONTROL
 FB2551  ___________________________________________________________________
 FB2551* NAD 83(2007)-  35 00 38.68104(N)    083 01 33.29904(W)     ADJUSTED  
 FB2551* NAVD 88     -       752.5    (meters)    2469.     (feet)  VERTCON   
 FB2551  ___________________________________________________________________
 FB2551  EPOCH DATE  -        2002.00
 FB2551  X           -     635,069.222 (meters)                     COMP
 FB2551  Y           -  -5,191,636.496 (meters)                     COMP
 FB2551  Z           -   3,639,257.845 (meters)                     COMP
 FB2551  LAPLACE CORR-          -9.88  (seconds)                    DEFLEC99
 FB2551  ELLIP HEIGHT-         722.548 (meters)          (02/10/07) ADJUSTED
 FB2551  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB2551
 FB2551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2551  Type    PID    Designation                      North   East  Ellip
 FB2551  -------------------------------------------------------------------
 FB2551  NETWORK FB2551 BAD                               1.33   1.25   2.90
 FB2551  -------------------------------------------------------------------
 FB2551
 FB2551.The horizontal coordinates were established by GPS observations
 FB2551.and adjusted by the National Geodetic Survey in February 2007.
 FB2551
 FB2551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2551.The horizontal coordinates are valid at the epoch date displayed above.
 FB2551.The epoch date for horizontal control is a decimal equivalence
 FB2551.of Year/Month/Day.
 FB2551
 FB2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2551
 FB2551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2551
 FB2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2551
 FB2551.The ellipsoidal height was determined by GPS observations
 FB2551.and is referenced to NAD 83.
 FB2551
 FB2551.The geoid height was determined by GEOID03.
 FB2551
 FB2551;                    North         East     Units Scale Factor Converg.
 FB2551;SPC NC       -   147,304.030   242,275.026   MT  0.99988139   -2 19 25.1
 FB2551;SPC NC       -   483,279.97    794,863.98   sFT  0.99988139   -2 19 25.1
 FB2551;UTM  17      - 3,876,110.129   315,142.673   MT  1.00002117   -1 09 45.6
 FB2551
 FB2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2551!SPC NC       -   0.99988660  x   0.99988139  =   0.99976800
 FB2551!UTM  17      -   0.99988660  x   1.00002117  =   0.99990776
 FB2551
 FB2551:                Primary Azimuth Mark                     Grid Az
 FB2551:SPC NC       -  MDW                                      143 53 08.0
 FB2551:UTM  17      -  MDW                                      142 43 28.5
 FB2551
 FB2551|---------------------------------------------------------------------|
 FB2551| PID    Reference Object                     Distance      Geod. Az  |
 FB2551|                                                           dddmmss.s |
 FB2551| FB4231 MDW                                 APPROX. 0.6 KM 1413342.9 |
 FB2551| ED2672 SMELTZER                            APPROX.10.1 KM 1504152.1 |
 FB2551| FB2550 BAD RM 1                             11.674 METERS 15128     |
 FB2551| FB2552 BAD RM 2                             19.802 METERS 30219     |
 FB2551| FB2553 95 DL                               126.969 METERS 30242     |
 FB2551|---------------------------------------------------------------------|
 FB2551
 FB2551                          SUPERSEDED SURVEY CONTROL
 FB2551
 FB2551  NAD 83(2001)-  35 00 38.68112(N)    083 01 33.29944(W) AD(       ) 1
 FB2551  ELLIP H (03/13/03)  722.554  (m)                       GP(       ) 4 2
 FB2551  NAD 83(1995)-  35 00 38.68316(N)    083 01 33.29945(W) AD(       ) 1
 FB2551  NAD 83(1986)-  35 00 38.68628(N)    083 01 33.29656(W) AD(       ) 1
 FB2551  NAD 83(1986)-  35 00 38.68628(N)    083 01 33.29656(W) AD(       ) 2
 FB2551  NAD 27      -  35 00 38.38342(N)    083 01 33.76365(W) AD(       ) 2
 FB2551  NGVD 29 (11/15/93)  752.5    (m)         2469.     (f) GPS OBS     3  
 FB2551
 FB2551.Superseded values are not recommended for survey control.
 FB2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2551.See file dsdata.txt to determine how the superseded data were derived.
 FB2551
 FB2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1514376110(NAD 83)
 FB2551_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2551_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB2551_SP_SET: METAL PIPE IN CONCRETE
 FB2551_STAMPING: BAD 1979
 FB2551_MARK LOGO: NGS   
 FB2551_MAGNETIC: P = MARKER IS A STEEL PIPE
 FB2551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2551+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 FB2551
 FB2551  HISTORY     - Date     Condition        Report By
 FB2551  HISTORY     - 1979     MONUMENTED       NGS
 FB2551  HISTORY     - 19891121 GOOD             NCGS
 FB2551  HISTORY     - 19900417 GOOD
 FB2551  HISTORY     - 19920713 MARK NOT FOUND   SCGS
 FB2551
 FB2551                          STATION DESCRIPTION
 FB2551
 FB2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FB2551'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF
 FB2551'MOUNTAIN REST,
 FB2551'6 MILES NORTHWEST OF SALEM,
 FB2551'1-1/2 MILES SOUTH OF THE NORTH CAROLINA STATE LINE, AND ON
 FB2551'PROPERTY OF CRESCENT LAND AND TIMBER COMPANY,
 FB2551'422 SOUTH CHURCH STREET, CHARLOTTE, NC 28202.
 FB2551'
 FB2551'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 11,
 FB2551'130, AND COUNTY ROAD 171, ABOUT 1-1/2 MILES WEST OF SALEM,
 FB2551'GO NORTHWESTERLY ON COUNTY ROAD 171 FOR 1.4 MILES TO TWO
 FB2551'SIDE ROADS AND SIGN SMELTZER MT LOOKOUT TOWER ON THE RIGHT.
 FB2551'CONTINUE AHEAD ON COUNTY ROAD 171 FOR 3.1 MILES TO A
 FB2551'REVERSE FORK ON THE LEFT.  CONTINUE AHEAD NORTHERLY
 FB2551'ON COUNTY ROAD 171 FOR 5.0 MILES TO THE NORTH END OF A
 FB2551'CUT BANK ON THE LEFT AND A PIPE GATE ON THE RIGHT AND END
 FB2551'OF TRUCK TRAVEL.  PACK SOUTHERLY PAST THE PIPE GATE FOR
 FB2551'ABOUT 180 FEET UPHILL TO THE STATION.
 FB2551'
 FB2551'THE STATION IS A STANDARD NGS DISK
 FB2551'STAMPED---BAD 1979---,
 FB2551'WELDED TO THE TOP OF A 2-INCH PIPE AND PROJECTING 3 INCHES ABOVE
 FB2551'THE GROUND.
 FB2551'IT IS LOCATED 8 FEET EAST FROM THE CENTER OF A TRAIL AND
 FB2551'3.5 FEET SOUTHWEST FROM A METAL WITNESS POST.
 FB2551'
 FB2551'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 FB2551'STAMPED---BAD NO 1 1979---,
 FB2551'WELDED TO THE TOP OF A 2-INCH PIPE PROJECTING 6 INCHES
 FB2551'ABOVE THE GROUND.
 FB2551'IT IS LOCATED 38.9 FEET SOUTH FROM THE METAL WITNESS POST AND
 FB2551'25 FEET SOUTH-SOUTHEAST FROM WHERE THE TRAIL MAKES A SHARP
 FB2551'LEFT TURN.
 FB2551'MARK IS ABOVE STATION 0.24 METER.
 FB2551'
 FB2551'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 FB2551'STAMPED---BAD NO 2 1979---,
 FB2551'WELDED TO THE TOP OF A 2-INCH PIPE PROJECTING 6 INCHES
 FB2551'ABOVE THE GROUND.
 FB2551'IT IS LOCATED 4 FEET WEST FROM THE CENTER OF THE TRAIL.
 FB2551'MARK IS BELOW STATION 1.3 METERS.
 FB2551'
 FB2551'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF CREST OF HILL
 FB2551'AND TREES ON LINE.
 FB2551'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 FB2551'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FB2551
 FB2551                          STATION RECOVERY (1989)
 FB2551
 FB2551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2551'RECOVERED IN GOOD CONDITION.
 FB2551
 FB2551                          STATION RECOVERY (1990)
 FB2551
 FB2551'RECOVERED 1990
 FB2551'RECOVERED IN GOOD CONDITION.
 FB2551
 FB2551                          STATION RECOVERY (1992)
 FB2551
 FB2551'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1992
 FB2551'NOT RECOVERED, DESCRIPTION POOR, AREA CHANGED WITH AN ADDITION OF A
 FB2551'CHAIN LINK-BARBED WIRE FENCE.
 FB2551'RECOVERY BY T. HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0053 ***********************************************************************
 UT0053  DESIGNATION -  BAD
 UT0053  PID         -  UT0053
 UT0053  STATE/COUNTY-  NC/BRUNSWICK
 UT0053  USGS QUAD   -  KURE BEACH (1979)
 UT0053
 UT0053                         *CURRENT SURVEY CONTROL
 UT0053  ___________________________________________________________________
 UT0053* NAD 83(2001)-  33 56 03.85757(N)    077 56 22.72650(W)     ADJUSTED  
 UT0053* NAVD 88     -              **(meters)            **(feet)            
 UT0053  ___________________________________________________________________
 UT0053  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 UT0053  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 UT0053  HORZ ORDER  -  THIRD
 UT0053
 UT0053.The horizontal coordinates were established by classical geodetic methods
 UT0053.and adjusted by the National Geodetic Survey in August 2005.
 UT0053
 UT0053
 UT0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0053
 UT0053.The geoid height was determined by GEOID03.
 UT0053
 UT0053;                    North         East     Units Scale Factor Converg.
 UT0053;SPC NC       -    20,981.284   707,648.311   MT  1.00013432   +0 36 43.2
 UT0053;SPC NC       -    68,836.10  2,321,676.17   sFT  1.00013432   +0 36 43.2
 UT0053;UTM  18      - 3,758,776.299   228,276.292   MT  1.00051029   -1 38 31.4
 UT0053;UTM  17      - 3,759,102.844   782,885.150   MT  1.00058662   +1 42 34.4
 UT0053
 UT0053                          SUPERSEDED SURVEY CONTROL
 UT0053
 UT0053  NAD 83(1986)-  33 56 03.86922(N)    077 56 22.73696(W) AD(       ) 4
 UT0053  NAD 27      -  33 56 03.24000(N)    077 56 23.78200(W) AD(       ) 3
 UT0053
 UT0053.Superseded values are not recommended for survey control.
 UT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0053.See file dsdata.txt to determine how the superseded data were derived.
 UT0053
 UT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2827658776(NAD 83)
 UT0053
 UT0053  HISTORY     - Date     Condition        Report By
 UT0053  HISTORY     - UNK      MONUMENTED
 UT0053  HISTORY     - 1933     SEE DESCRIPTION  CGS
 UT0053
 UT0053                          STATION DESCRIPTION
 UT0053
 UT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 UT0053'NO TRACE OF STATION COULD BE FOUND IN THE VICINITY OF THE
 UT0053'PLOTTED POSITION.  NO DESCRIPTION WAS AVAILABLE TO THE FIELD PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5377 ***********************************************************************
 AH5377  DESIGNATION -  BAD
 AH5377  PID         -  AH5377
 AH5377  STATE/COUNTY-  NC/CUMBERLAND
 AH5377  USGS QUAD   -  SLOCOMB (1981)
 AH5377
 AH5377                         *CURRENT SURVEY CONTROL
 AH5377  ___________________________________________________________________
 AH5377* NAD 83(2001)-  35 13 45.64341(N)    078 50 15.38686(W)     ADJUSTED  
 AH5377* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 AH5377  ___________________________________________________________________
 AH5377  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 AH5377  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH5377  HORZ ORDER  -  SECOND
 AH5377
 AH5377.The horizontal coordinates were established by classical geodetic methods
 AH5377.and adjusted by the National Geodetic Survey in August 2005.
 AH5377
 AH5377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5377
 AH5377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5377
 AH5377.The geoid height was determined by GEOID03.
 AH5377
 AH5377;                    North         East     Units Scale Factor Converg.
 AH5377;SPC NC       -   164,115.766   624,382.366   MT  0.99987267   +0 05 37.4
 AH5377;SPC NC       -   538,436.48  2,048,494.48   sFT  0.99987267   +0 05 37.4
 AH5377;UTM  17      - 3,900,619.771   696,785.506   MT  1.00007726   +1 14 52.0
 AH5377
 AH5377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5377!SPC NC       -   0.99999436  x   0.99987267  =   0.99986703
 AH5377!UTM  17      -   0.99999436  x   1.00007726  =   1.00007162
 AH5377
 AH5377                          SUPERSEDED SURVEY CONTROL
 AH5377
 AH5377  NAD 83(1986)-  35 13 45.64770(N)    078 50 15.38929(W) AD(       ) 2
 AH5377  NGVD 29 (11/23/98)   69.6    (m)          228.     (f) VERT ANG    3  
 AH5377
 AH5377.Superseded values are not recommended for survey control.
 AH5377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5377.See file dsdata.txt to determine how the superseded data were derived.
 AH5377
 AH5377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9678600620(NAD 83)
 AH5377_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5377_STAMPING: BAD 1984
 AH5377_MARK LOGO: NCGS  
 AH5377_PROJECTION: FLUSH
 AH5377_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5377+STABILITY: SURFACE MOTION
 AH5377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5377+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 AH5377
 AH5377  HISTORY     - Date     Condition        Report By
 AH5377  HISTORY     - 1984     MONUMENTED       NCGS
 AH5377  HISTORY     - 20010517 GOOD             NCGS
 AH5377  HISTORY     - 20050304 GOOD             GEOCAC
 AH5377
 AH5377                          STATION DESCRIPTION
 AH5377
 AH5377'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH5377'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) WEST-SOUTHWEST OF LINDEN AND
 AH5377'10.1 KM (6.25 MI) SOUTHWEST OF BUNNLEVEL. ALONG US 401 FOR 7.2 KM
 AH5377'(4.45 MI) SOUTHWEST FROM THE BRIDGE OVER THE LOWER LITTLE RIVER
 AH5377'(HARNETT/CUMBERLAND COUNTY LINE), IN THE WEST QUADRANT OF THE
 AH5377'INTERSECTION WITH SR 1608. MARK IS RECESSED 4 INCHES BELOW GROUND AND
 AH5377'IS LEVEL WITH HIGHWAY. LOCATED 23.3 M (76.4 FT) NORTHWEST OF THE
 AH5377'CENTERLINE OF THE HIGHWAY, 12.6 M (41.3 FT) SOUTH OF THE CENTERLINE OF
 AH5377'THE ASPHALT DRIVE TO A 1-STORY FRAME RESIDENCE, 13.2 M (43.3 FT)
 AH5377'SOUTHWEST OF THE NORTH END OF A TRAFFIC ISLAND IN SR 1608, 7.5 M (24.6
 AH5377'FT) EAST OF A CHAIN LINK FENCE, 13.3 M (43.6 FT) SOUTH-SOUTHEAST OF
 AH5377'THE NORTH CORNER FENCE POST AT THE SOUTH EDGE OF THE DRIVEWAY, AND
 AH5377'18.1 M (59.4 FT) WEST-NORTHWEST OF THE EASTERN MOST END OF A TRAFFIC
 AH5377'ISLAND IN SR 1608.
 AH5377
 AH5377                          STATION RECOVERY (2001)
 AH5377
 AH5377'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 AH5377'RECOVERED AS DESCRIBED.
 AH5377
 AH5377                          STATION RECOVERY (2005)
 AH5377
 AH5377'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 AH5377'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 AH5377' 
 AH5377'SR-1608 IS COATS ROAD AND THE 1-STORY FRAME RESIDENCE IS HOUSE NUMBER
 AH5377'8711. THE CURRENT OCCUPANT OF THE HOME HAS COVERED THE HOLE CREATED BY
 AH5377'THE SETTING WITH A ONE FOOT DIAMETER CONCRETE PATIO TILE WHICH CAN BE
 AH5377'REMOVED.
 AH5377' 
 AH5377' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3024 ***********************************************************************
 FB3024  DESIGNATION -  BAD DOG
 FB3024  PID         -  FB3024
 FB3024  STATE/COUNTY-  NC/HENDERSON
 FB3024  USGS QUAD   -  SKYLAND (1991)
 FB3024
 FB3024                         *CURRENT SURVEY CONTROL
 FB3024  ___________________________________________________________________
 FB3024* NAD 83(2001)-  35 22 56.79415(N)    082 33 18.05940(W)     ADJUSTED  
 FB3024* NAVD 88     -       635.2    (meters)    2084.     (feet)  VERTCON   
 FB3024  ___________________________________________________________________
 FB3024  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 FB3024  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 FB3024  HORZ ORDER  -  SECOND
 FB3024
 FB3024.The horizontal coordinates were established by classical geodetic methods
 FB3024.and adjusted by the National Geodetic Survey in August 2005.
 FB3024
 FB3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3024
 FB3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3024
 FB3024.The geoid height was determined by GEOID03.
 FB3024
 FB3024;                    North         East     Units Scale Factor Converg.
 FB3024;SPC NC       -   186,869.569   286,696.818   MT  0.99987518   -2 03 06.7
 FB3024;SPC NC       -   613,087.91    940,604.48   sFT  0.99987518   -2 03 06.7
 FB3024;UTM  17      - 3,916,565.815   358,759.789   MT  0.99984584   -0 54 02.0
 FB3024
 FB3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3024!SPC NC       -   0.99990503  x   0.99987518  =   0.99978022
 FB3024!UTM  17      -   0.99990503  x   0.99984584  =   0.99975089
 FB3024
 FB3024:                Primary Azimuth Mark                     Grid Az
 FB3024:SPC NC       -  DOT                                      301 53 30.6
 FB3024:UTM  17      -  DOT                                      300 44 25.9
 FB3024
 FB3024|---------------------------------------------------------------------|
 FB3024| PID    Reference Object                     Distance      Geod. Az  |
 FB3024|                                                           dddmmss.s |
 FB3024| FB3025 DOT                                 APPROX. 0.7 KM 2995023.9 |
 FB3024|---------------------------------------------------------------------|
 FB3024
 FB3024                          SUPERSEDED SURVEY CONTROL
 FB3024
 FB3024  NAD 83(1995)-  35 22 56.79607(N)    082 33 18.05925(W) AD(       ) 2
 FB3024  NAD 83(1986)-  35 22 56.79974(N)    082 33 18.05882(W) AD(       ) 2
 FB3024  NAD 27      -  35 22 56.38723(N)    082 33 18.61584(W) AD(       ) 2
 FB3024  NGVD 29 (07/19/86)  635.3    (m)         2084.     (f) VERT ANG    3  
 FB3024
 FB3024.Superseded values are not recommended for survey control.
 FB3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3024.See file dsdata.txt to determine how the superseded data were derived.
 FB3024
 FB3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5876016566(NAD 83)
 FB3024_MARKER: DE = TRAVERSE STATION DISK
 FB3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3024_STAMPING: BAD DOG 1975
 FB3024_MARK LOGO: NCGS  
 FB3024_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3024+STABILITY: SURFACE MOTION
 FB3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3024+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 FB3024
 FB3024  HISTORY     - Date     Condition        Report By
 FB3024  HISTORY     - 1975     MONUMENTED       NCGS
 FB3024  HISTORY     - 19880713 GOOD             NCGS
 FB3024
 FB3024                          STATION DESCRIPTION
 FB3024
 FB3024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3024'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTHEAST OF MILLS RIVER
 FB3024'COMMUNITY AND 7.1 MILES NORTHWEST OF HENDERSONVILLE.
 FB3024'
 FB3024'TO REACH THE STATION FROM THE JUNCTION OF NC 191 AND NC 280 IN MILLS
 FB3024'RIVER COMMUNITY, PROCEED SOUTHEAST ALONG NC 191 FOR 0.85 MILE TO
 FB3024'STATION ON THE LEFT BETWEEN WEST DRIVEWAY ENTRANCE AND CORNER OF
 FB3024'CYCLONE FENCE AND 0.45 MILE SOUTHEAST OF INTERSECTION WITH SR 1331
 FB3024'(BANNER FARM RD.).
 FB3024'
 FB3024'STATION MARK IS A STANDARD DISK, STAMPED---BAD DOG 1975---, SET IN THE
 FB3024'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB3024'SURFACE.  MARK IS 21.7 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 191,
 FB3024'10.0 FEET EAST-SOUTHEAST OF CENTERLINE OF WEST DRIVEWAY, 29.0 FEET
 FB3024'SOUTH OF 10 INCH WHITE OAK BESIDE WEST DRIVEWAY AND 2.2 FEET WEST OF
 FB3024'WEST CORNER OF CYCLONE FENCE.
 FB3024
 FB3024                          STATION RECOVERY (1988)
 FB3024
 FB3024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 FB3024'RECOVERED AS DESCRIBED. LINE OF SIGHT IS BLOCKED TO STATION--DOT--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3192 ***********************************************************************
 FA3192  DESIGNATION -  BADGER
 FA3192  PID         -  FA3192
 FA3192  STATE/COUNTY-  NC/GASTON
 FA3192  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3192
 FA3192                         *CURRENT SURVEY CONTROL
 FA3192  ___________________________________________________________________
 FA3192* NAD 83(2001)-  35 14 12.75693(N)    081 13 19.31993(W)     ADJUSTED  
 FA3192* NAVD 88     -       233.8    (meters)     767.     (feet)  VERTCON   
 FA3192  ___________________________________________________________________
 FA3192  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 FA3192  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FA3192  HORZ ORDER  -  SECOND
 FA3192
 FA3192.The horizontal coordinates were established by classical geodetic methods
 FA3192.and adjusted by the National Geodetic Survey in August 2005.
 FA3192
 FA3192.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3192
 FA3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3192
 FA3192.The geoid height was determined by GEOID03.
 FA3192
 FA3192;                    North         East     Units Scale Factor Converg.
 FA3192;SPC NC       -   167,202.424   407,384.816   MT  0.99987263   -1 16 57.0
 FA3192;SPC NC       -   548,563.29  1,336,561.68   sFT  0.99987263   -1 16 57.0
 FA3192;UTM  17      - 3,899,334.914   479,797.637   MT  0.99960503   -0 07 41.2
 FA3192
 FA3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3192!SPC NC       -   0.99996822  x   0.99987263  =   0.99984086
 FA3192!UTM  17      -   0.99996822  x   0.99960503  =   0.99957327
 FA3192
 FA3192:                Primary Azimuth Mark                     Grid Az
 FA3192:SPC NC       -  BOXWOOD                                  349 59 09.5
 FA3192:UTM  17      -  BOXWOOD                                  348 49 53.7
 FA3192
 FA3192|---------------------------------------------------------------------|
 FA3192| PID    Reference Object                     Distance      Geod. Az  |
 FA3192|                                                           dddmmss.s |
 FA3192| FA3194 BOXWOOD                             APPROX. 0.6 KM 3484212.5 |
 FA3192|---------------------------------------------------------------------|
 FA3192
 FA3192                          SUPERSEDED SURVEY CONTROL
 FA3192
 FA3192  NAD 83(1986)-  35 14 12.77450(N)    081 13 19.32304(W) AD(       ) 2
 FA3192  NAD 27      -  35 14 12.28023(N)    081 13 20.04010(W) AD(       ) 2
 FA3192  NGVD 29 (07/19/86)  234.0    (m)          768.     (f) VERT ANG    3  
 FA3192
 FA3192.Superseded values are not recommended for survey control.
 FA3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3192.See file dsdata.txt to determine how the superseded data were derived.
 FA3192
 FA3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU7979899335(NAD 83)
 FA3192_MARKER: DE = TRAVERSE STATION DISK
 FA3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3192_STAMPING: BADGER 1964
 FA3192_MARK LOGO: NCGS  
 FA3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3192+STABILITY: SURFACE MOTION
 FA3192
 FA3192  HISTORY     - Date     Condition        Report By
 FA3192  HISTORY     - 1964     MONUMENTED       NCGS
 FA3192  HISTORY     - 19991222 MARK NOT FOUND   USPSQD
 FA3192  HISTORY     - 20040924 MARK NOT FOUND   USPSQD
 FA3192
 FA3192                          STATION DESCRIPTION
 FA3192
 FA3192'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3192'BADGER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3192'THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3192'
 FA3192'BADGER IS 2.8 MILES SW OF GASTONIA, LOCATED 1.85 MILES NW ALONG
 FA3192'DAVIS PARK RD. FROM U.S. 321.  0.45 MILES S FROM INTERSECTION
 FA3192'OF LINWOOD RD. AND DAVIS PARK RD..  AND ON W SIDE OF DAVIS PARK
 FA3192'RD. IN YARD OF ONE STORY FRAME HOUSE.
 FA3192'
 FA3192'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3192'BADGER 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3192'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3192'
 FA3192'MARK IS
 FA3192'
 FA3192'26.4 FT W OF C/L OF DAVIS PARK RD.
 FA3192'
 FA3192'13.0 FT S OF ALUM. REF. TAG IN 20 INCH OAK
 FA3192'
 FA3192'75.4 FT N OF 12 INCH CEDAR
 FA3192'
 FA3192'52.9 FT E OF NE CORNER OF PORCH
 FA3192'
 FA3192'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3192
 FA3192                          STATION RECOVERY (1999)
 FA3192
 FA3192'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3192'MARK NOT FOUND.
 FA3192
 FA3192                          STATION RECOVERY (2004)
 FA3192
 FA3192'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1139 ***********************************************************************
 FA1139  DESIGNATION -  BADIN AZ MK
 FA1139  PID         -  FA1139
 FA1139  STATE/COUNTY-  NC/STANLY
 FA1139  USGS QUAD   -  ALBEMARLE (1993)
 FA1139
 FA1139                         *CURRENT SURVEY CONTROL
 FA1139  ___________________________________________________________________
 FA1139* NAD 83(2001)-  35 22 27.37736(N)    080 08 34.78526(W)     ADJUSTED  
 FA1139* NAVD 88     -       162.995  (meters)     534.76   (feet)  ADJUSTED  
 FA1139  ___________________________________________________________________
 FA1139  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FA1139  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1139  DYNAMIC HT  -         162.852 (meters)     534.29  (feet)  COMP
 FA1139  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FA1139
 FA1139  HORZ ORDER  -  SECOND
 FA1139  VERT ORDER  -  SECOND    CLASS II
 FA1139
 FA1139.The horizontal coordinates were established by classical geodetic methods
 FA1139.and adjusted by the National Geodetic Survey in August 2005.
 FA1139
 FA1139.The orthometric height was determined by differential leveling
 FA1139.and adjusted in June 1991.
 FA1139
 FA1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1139
 FA1139.The geoid height was determined by GEOID03.
 FA1139
 FA1139.The dynamic height is computed by dividing the NAVD 88
 FA1139.geopotential number by the normal gravity value computed on the
 FA1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1139.degrees latitude (g = 980.6199 gals.).
 FA1139
 FA1139.The modeled gravity was interpolated from observed gravity values.
 FA1139
 FA1139;                    North         East     Units Scale Factor Converg.
 FA1139;SPC NC       -   180,778.492   505,751.841   MT  0.99987487   -0 39 34.9
 FA1139;SPC NC       -   593,104.10  1,659,287.50   sFT  0.99987487   -0 39 34.9
 FA1139;UTM  17      - 3,914,886.690   577,846.252   MT  0.99967468   +0 29 46.2
 FA1139
 FA1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1139!SPC NC       -   0.99997918  x   0.99987487  =   0.99985405
 FA1139!UTM  17      -   0.99997918  x   0.99967468  =   0.99965386
 FA1139
 FA1139:                Primary Azimuth Mark                     Grid Az
 FA1139:SPC NC       -  KIMREY                                   010 08 46.1
 FA1139:UTM  17      -  KIMREY                                   008 59 25.0
 FA1139
 FA1139|---------------------------------------------------------------------|
 FA1139| PID    Reference Object                     Distance      Geod. Az  |
 FA1139|                                                           dddmmss.s |
 FA1139| FA1137 KIMREY                              APPROX. 0.6 KM 0092911.2 |
 FA1139| FA1140 FRED                                171.712 METERS 20108     |
 FA1139|---------------------------------------------------------------------|
 FA1139
 FA1139                          SUPERSEDED SURVEY CONTROL
 FA1139
 FA1139  NAD 83(1986)-  35 22 27.38827(N)    080 08 34.79672(W) AD(       ) 2
 FA1139  NAD 27      -  35 22 26.87449(N)    080 08 35.59775(W) AD(       ) 2
 FA1139  NGVD 29 (??/??/92)  163.260  (m)          535.63   (f) ADJ UNCH    2 2
 FA1139
 FA1139.Superseded values are not recommended for survey control.
 FA1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1139.See file dsdata.txt to determine how the superseded data were derived.
 FA1139
 FA1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7784614887(NAD 83)
 FA1139_MARKER: DZ = AZIMUTH MARK DISK
 FA1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1139_STAMPING: BADIN 1948
 FA1139_MARK LOGO: CGS   
 FA1139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1139+STABILITY: SURFACE MOTION
 FA1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1139+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 FA1139
 FA1139  HISTORY     - Date     Condition        Report By
 FA1139  HISTORY     - 1948     MONUMENTED       CGS
 FA1139  HISTORY     - 1974     GOOD             NCGS
 FA1139  HISTORY     - 1986     GOOD             USPSQD
 FA1139  HISTORY     - 19920204 GOOD             NCGS
 FA1139  HISTORY     - 20041118 GOOD             NCDOT
 FA1139
 FA1139                          STATION DESCRIPTION
 FA1139
 FA1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (JDB)
 FA1139'BADIN 1948 AZ. MARK IS A USC AND GS AZIMUTH MARK IN THE VICINITY OF
 FA1139'BADIN, NORTH CAROLINA IN 1948, AND TRAVERSED THROUGH BY
 FA1139'N. C. GEODETIC SURVEY IN 1974.
 FA1139'
 FA1139'BADIN 1948 AZ. MARK IS LOCATED APPROXIMATELY 2.5 MILES SW OF BADIN,
 FA1139'AND 3.6 MILES NE OF ALBEMARLE.  TO REACH STATION FROM THE
 FA1139'INTERSECTION OF NC 740 WITH NC 24, NC 27 AND NC 73 AT THE EAST SIDE
 FA1139'OF ALBEMARLE, PROCEED NORTHERLY ALONG NC 740 FOR 2.3 MILES TO
 FA1139'STATION ON THE RIGHT.  AND 0.35 MILE SOUTH OF INTERSECTION WITH
 FA1139'SR 1544.
 FA1139'
 FA1139'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK,
 FA1139'STAMPED---BADIN 1948---,
 FA1139'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1139'PROJECTING 1 INCH ABOVE THE GROUND.
 FA1139'
 FA1139'MARK IS 24.5 FT E OF C/L OF NC 740
 FA1139'
 FA1139'50.2 FT SSW OF TP WITH ALUMINUM REF. TAG
 FA1139'
 FA1139'79.5 FT NNE OF TP WITH ALUMINUM REF. TAG
 FA1139'
 FA1139'94.5 FT NE OF PP WITH ALUMINUM REF. TAG
 FA1139
 FA1139                          STATION RECOVERY (1974)
 FA1139
 FA1139'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 FA1139'2.5 MI SW FROM BADIN.
 FA1139'BADIN 1948 AZ. MARK IS LOCATED APPROXIMATELY 3.6 MILES NE OF
 FA1139'ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION OF NC 740 WITH NC
 FA1139'24, NC 27 AND NC 73 AT THE EAST SIDE OF ALBEMARLE, PROCEED NORTHERLY
 FA1139'ALONG NC 740 FOR 2.3 MILES TO STATION ON THE RIGHT, AND 0.35 MILE
 FA1139'SOUTH OF INTERSECTION WITH SR 1544.  24.5 FT. EAST OF C/L OF NC 740,
 FA1139'50.2 FT. SSW OF TP WITH ALUMINUM REF. TAG, 79.5 FT. NNE OF TP WITH
 FA1139'ALUMINUM REF. TAG, AND 94.5 FT. NE OF PP WITH ALUMINUM REF. TAG. DISK
 FA1139'IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH ABOVE
 FA1139'THE GROUND.
 FA1139
 FA1139                          STATION RECOVERY (1986)
 FA1139
 FA1139'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 FA1139'RECOVERED IN GOOD CONDITION.
 FA1139
 FA1139                          STATION RECOVERY (1992)
 FA1139
 FA1139'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1139'RECOVERED AS DESCRIBED.
 FA1139
 FA1139                          STATION RECOVERY (2004)
 FA1139
 FA1139'RECOVERY NOTE BY 
NC DOT 2004 (JIJ)
 FA1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1872 ***********************************************************************
 FA1872  DESIGNATION -  BADIN N ALCOA WT
 FA1872  PID         -  FA1872
 FA1872  STATE/COUNTY-  NC/STANLY
 FA1872  USGS QUAD   -  BADIN (1994)
 FA1872
 FA1872                         *CURRENT SURVEY CONTROL
 FA1872  ___________________________________________________________________
 FA1872* NAD 83(2001)-  35 24 31.58844(N)    080 07 11.28136(W)     ADJUSTED  
 FA1872* NAVD 88     -              **(meters)            **(feet)            
 FA1872  ___________________________________________________________________
 FA1872  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FA1872  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1872  HORZ ORDER  -  THIRD
 FA1872
 FA1872.The horizontal coordinates were established by classical geodetic methods
 FA1872.and adjusted by the National Geodetic Survey in August 2005.
 FA1872
 FA1872
 FA1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1872
 FA1872.The geoid height was determined by GEOID03.
 FA1872
 FA1872;                    North         East     Units Scale Factor Converg.
 FA1872;SPC NC       -   184,581.792   507,902.406   MT  0.99987633   -0 38 46.7
 FA1872;SPC NC       -   605,582.10  1,666,343.14   sFT  0.99987633   -0 38 46.7
 FA1872;UTM  17      - 3,918,731.841   579,919.230   MT  0.99967871   +0 30 36.1
 FA1872
 FA1872                          SUPERSEDED SURVEY CONTROL
 FA1872
 FA1872  NAD 83(1986)-  35 24 31.59678(N)    080 07 11.28860(W) AD(       ) 4
 FA1872  NAD 27      -  35 24 31.08674(N)    080 07 12.09731(W) AD(       ) 3
 FA1872
 FA1872.Superseded values are not recommended for survey control.
 FA1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1872.See file dsdata.txt to determine how the superseded data were derived.
 FA1872
 FA1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7991918732(NAD 83)
 FA1872_MARKER: 53 = ELEVATED TANK
 FA1872
 FA1872  HISTORY     - Date     Condition        Report By
 FA1872  HISTORY     - 1974     FIRST OBSERVED   NCGS
 FA1872
 FA1872                          STATION DESCRIPTION
 FA1872
 FA1872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1872'NORTH ALCOA WATER TANK IS A N. C. GEODETIC SURVEY INTERSECTION
 FA1872'STATION ESTABLISHED IN THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1872'
 FA1872'NORTH ALCOA WATER TANK IS LOCATED IN TOWN OF BADIN ON PROPERTY
 FA1872'OF ALUMINUM COMPANY OF AMERICA, ON WEST SIDE OF PLANT.  STATION
 FA1872'IS APPROXIMATELY 0.2 MILE NORTHWEST OF THE INTERSECTION OF SR
 FA1872'1719 WITH NC 740 IN THE CENTER OF BADIN, ON THE WEST SIDE AND
 FA1872'ABOUT MIDWAY OF PLANT.
 FA1872'
 FA1872'STATION IS A STEEL STRUCTURE, FLAT SHAPED ON TOP, PAINTED GRAY,
 FA1872'AND SUPPORTED BY FOUR LEGS AND A STANDPIPE IN THE MIDDLE.
 FA1872'
 FA1872'POINT INTERSECTED WAS THE CENTER OF THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8223 ***********************************************************************
 AE8223  DESIGNATION -  BADIN RESET
 AE8223  PID         -  AE8223
 AE8223  STATE/COUNTY-  NC/STANLY
 AE8223  USGS QUAD   -  NEW LONDON (1994)
 AE8223
 AE8223                         *CURRENT SURVEY CONTROL
 AE8223  ___________________________________________________________________
 AE8223* NAD 83(2007)-  35 22 47.11123(N)    080 08 29.37865(W)     ADJUSTED  
 AE8223* NAVD 88     -       182.88   (meters)     600.0    (feet)  LEVELING  
 AE8223  ___________________________________________________________________
 AE8223  EPOCH DATE  -        2002.00
 AE8223  X           -     891,395.058 (meters)                     COMP
 AE8223  Y           -  -5,129,393.494 (meters)                     COMP
 AE8223  Z           -   3,672,386.888 (meters)                     COMP
 AE8223  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AE8223  ELLIP HEIGHT-         152.563 (meters)          (02/10/07) ADJUSTED
 AE8223  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AE8223
 AE8223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8223  Type    PID    Designation                      North   East  Ellip
 AE8223  -------------------------------------------------------------------
 AE8223  NETWORK AE8223 BADIN RESET                       0.27   0.25   0.69
 AE8223  -------------------------------------------------------------------
 AE8223  VERT ORDER  -  THIRD
 AE8223
 AE8223.The horizontal coordinates were established by GPS observations
 AE8223.and adjusted by the National Geodetic Survey in February 2007.
 AE8223
 AE8223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8223.The horizontal coordinates are valid at the epoch date displayed above.
 AE8223.The epoch date for horizontal control is a decimal equivalence
 AE8223.of Year/Month/Day.
 AE8223
 AE8223.The orthometric height was determined by differential leveling.
 AE8223.The vertical network tie was performed by a horz. field party for horz.
 AE8223.obs reductions. Reset procedures were used to establish the elevation.
 AE8223
 AE8223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8223
 AE8223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8223
 AE8223.The ellipsoidal height was determined by GPS observations
 AE8223.and is referenced to NAD 83.
 AE8223
 AE8223.The geoid height was determined by GEOID03.
 AE8223
 AE8223;                    North         East     Units Scale Factor Converg.
 AE8223;SPC NC       -   181,384.979   505,895.280   MT  0.99987508   -0 39 31.8
 AE8223;SPC NC       -   595,093.89  1,659,758.10   sFT  0.99987508   -0 39 31.8
 AE8223;UTM  17      - 3,915,495.825   577,977.400   MT  0.99967493   +0 29 49.5
 AE8223
 AE8223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8223!SPC NC       -   0.99997605  x   0.99987508  =   0.99985114
 AE8223!UTM  17      -   0.99997605  x   0.99967493  =   0.99965099
 AE8223
 AE8223|---------------------------------------------------------------------|
 AE8223| PID    Reference Object                     Distance      Geod. Az  |
 AE8223|                                                           dddmmss.s |
 AE8223| FA1138 BADIN RM 1                           12.514 METERS 01625     |
 AE8223| FA3734 BADIN RM 2                            9.998 METERS 10538     |
 AE8223| FA1139 BADIN AZ MK                         APPROX. 0.6 KM 1923845.2 |
 AE8223| FA1948 DUNLAP                              475.338 METERS 2531802.9 |
 AE8223| FA1954 RADIO STATION WABZ MAST             APPROX. 4.7 KM 2795759.7 |
 AE8223|---------------------------------------------------------------------|
 AE8223
 AE8223                          SUPERSEDED SURVEY CONTROL
 AE8223
 AE8223  NAD 83(2001)-  35 22 47.11118(N)    080 08 29.37883(W) AD(       ) 1
 AE8223  ELLIP H (03/13/03)  152.567  (m)                       GP(       ) 4 2
 AE8223  NAD 83(1986)-  35 22 47.12276(N)    080 08 29.39067(W) AD(       ) 1
 AE8223  NAD 83(1986)-  35 22 47.12276(N)    080 08 29.39068(W) AD(       ) 2
 AE8223  NGVD 29 (12/22/97)  183.14   (m)          600.9    (f) LEVELING    3  
 AE8223
 AE8223.Superseded values are not recommended for survey control.
 AE8223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8223.See file dsdata.txt to determine how the superseded data were derived.
 AE8223
 AE8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7797715496(NAD 83)
 AE8223_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8223_STAMPING: BADIN 1948 1992
 AE8223_MARK LOGO: NGS   
 AE8223_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8223+STABILITY: SURFACE MOTION
 AE8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8223+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1997
 AE8223
 AE8223  HISTORY     - Date     Condition        Report By
 AE8223  HISTORY     - 1992     MONUMENTED       NGS
 AE8223  HISTORY     - 19920204 SEE DESCRIPTION  NGS
 AE8223  HISTORY     - 19970114 GOOD             NCGS
 AE8223
 AE8223                          STATION DESCRIPTION
 AE8223
 AE8223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (DRS)
 AE8223'BADIN SURFACE MARK WAS RECOVERED WITH THE TOP PORTION MISSING. THE
 AE8223'UNDERGROUND MARK WAS RECOVERED AT THIS TIME AND
 AE8223'A NEW SURFACE MARK WAS SET.
 AE8223'ALONG NC 740 FOR 2.75 MI (4.43 KM) NORTHEAST FROM NC 24, NC 27
 AE8223'AND NC 73 (IN ALBEMARLE), ON EAST SIDE OF THE HIGHWAY IN A FIELD
 AE8223'BELONGING TO JAMES RUMMAGE (919-982-5573). MARK IS ABOUT 4 FEET (1.2
 AE8223'M) HIGHER THAN THE ROAD AND IS RECESSED A FOOT BELOW GROUND. LOCATED
 AE8223'98.0 FT (29.9 M) SOUTHEAST OF THE CENTERLINE OF NC 740, 57.6 FT (17.6
 AE8223'M) WEST OF THE SOUTHWEST CORNER OF AN OLD BRICK FOUNDATION--AND 62.9
 AE8223'FT (19.2 M) WEST-NORTHWEST OF A 12-INCH HOLLY, 32.4 FT (9.9 M) SOUTH
 AE8223'OF A 12-INCH HOLLY, 103.2 FT (31.5 M) SOUTH-SOUTHEAST OF A POWER POLE,
 AE8223'103.1 FT (31.4 M) NORTHEAST OF A POWER POLE--ALL WITH REFERENCE TAGS.
 AE8223'BADIN RM 1 WAS SEARCHED FOR BUT NOT FOUND. BADIN RM 2 WAS FOUND OUT OF
 AE8223'THE GROUND. BADIN AZ MK FOUND AS DESCRIBED IN GOOD CONDITION--LINE OF
 AE8223'SIGHT TO STATION BLOCKED BY TREES.
 AE8223
 AE8223                          STATION RECOVERY (1997)
 AE8223
 AE8223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AE8223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1138 ***********************************************************************
 FA1138  DESIGNATION -  BADIN RM 1
 FA1138  PID         -  FA1138
 FA1138  STATE/COUNTY-  NC/STANLY
 FA1138  USGS QUAD   -  NEW LONDON (1994)
 FA1138
 FA1138                         *CURRENT SURVEY CONTROL
 FA1138  ___________________________________________________________________
 FA1138* NAD 83(1986)-  35 22 45.     (N)    080 08 28.     (W)     SCALED    
 FA1138* NAVD 88     -       183.102  (meters)     600.73   (feet)  ADJUSTED  
 FA1138  ___________________________________________________________________
 FA1138  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1138  DYNAMIC HT  -         182.942 (meters)     600.20  (feet)  COMP
 FA1138  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 FA1138
 FA1138  VERT ORDER  -  SECOND    CLASS II
 FA1138
 FA1138.The horizontal coordinates were scaled from a topographic map and have
 FA1138.an estimated accuracy of +/- 6 seconds.
 FA1138
 FA1138.The orthometric height was determined by differential leveling
 FA1138.and adjusted in June 1991.
 FA1138
 FA1138.The geoid height was determined by GEOID03.
 FA1138
 FA1138.The dynamic height is computed by dividing the NAVD 88
 FA1138.geopotential number by the normal gravity value computed on the
 FA1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1138.degrees latitude (g = 980.6199 gals.).
 FA1138
 FA1138.The modeled gravity was interpolated from observed gravity values.
 FA1138
 FA1138;                    North         East    Units  Estimated Accuracy
 FA1138;SPC NC       -   181,320.      505,930.      MT  (+/- 180 meters Scaled)
 FA1138
 FA1138                          SUPERSEDED SURVEY CONTROL
 FA1138
 FA1138  NGVD 29 (??/??/92)  183.367  (m)          601.60   (f) ADJ UNCH    2 2
 FA1138
 FA1138.Superseded values are not recommended for survey control.
 FA1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1138.See file dsdata.txt to determine how the superseded data were derived.
 FA1138
 FA1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV780154(NAD 83)
 FA1138_MARKER: DR = REFERENCE MARK DISK
 FA1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1138_STAMPING: BADIN NO 1 1948 NCGS BM 1974
 FA1138_MARK LOGO: CGS   
 FA1138_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1138+STABILITY: SURFACE MOTION
 FA1138
 FA1138  HISTORY     - Date     Condition        Report By
 FA1138  HISTORY     - 1948     MONUMENTED       CGS
 FA1138  HISTORY     - 19920204 SEE DESCRIPTION  NCGS
 FA1138
 FA1138                          STATION DESCRIPTION
 FA1138
 FA1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FA1138'2.3 MI SW FROM BADIN.
 FA1138'BADIN RM 1 IS LOCATED APPROXIMATELY 3.8 MILES NE OF ALBEMARLE.  TO
 FA1138'REACH STATION FROM THE INTERSECTION OF SR 1719 WITH NC 740 IN CENTER
 FA1138'OF BADIN, PROCEED SW ALONG NC 740 FOR 2.4 MILES TO STATION ON LEFT IN
 FA1138'CULTIVATED FIELD, 2.6 MILES NORTH OF INTERSECTION OF NC 740 WITH NC
 FA1138'24, 27 AND 73 AT EAST SIDE OF ALBEMARLE.  92.1 FT. SE OF C/L OF NC
 FA1138'740, 8.5 FT. NE OF A 12 IN. HOLLY TREE WITH ALUMINUM REF. TAG, AND
 FA1138'71.1 FT. SSE OF A TP WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 FA1138'CONCRETE CYLINDER 3 INCHES BELOW THE GROUND.
 FA1138
 FA1138                          STATION RECOVERY (1992)
 FA1138
 FA1138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1138'STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1871 ***********************************************************************
 FA1871  DESIGNATION -  BADIN S ALCOA WT
 FA1871  PID         -  FA1871
 FA1871  STATE/COUNTY-  NC/STANLY
 FA1871  USGS QUAD   -  BADIN (1994)
 FA1871
 FA1871                         *CURRENT SURVEY CONTROL
 FA1871  ___________________________________________________________________
 FA1871* NAD 83(2001)-  35 24 13.42221(N)    080 07 09.85641(W)     ADJUSTED  
 FA1871* NAVD 88     -              **(meters)            **(feet)            
 FA1871  ___________________________________________________________________
 FA1871  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FA1871  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA1871  HORZ ORDER  -  THIRD
 FA1871
 FA1871.The horizontal coordinates were established by classical geodetic methods
 FA1871.and adjusted by the National Geodetic Survey in August 2005.
 FA1871
 FA1871
 FA1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1871
 FA1871.The geoid height was determined by GEOID03.
 FA1871
 FA1871;                    North         East     Units Scale Factor Converg.
 FA1871;SPC NC       -   184,021.628   507,932.040   MT  0.99987610   -0 38 45.9
 FA1871;SPC NC       -   603,744.29  1,666,440.37   sFT  0.99987610   -0 38 45.9
 FA1871;UTM  17      - 3,918,172.500   579,960.154   MT  0.99967879   +0 30 36.7
 FA1871
 FA1871                          SUPERSEDED SURVEY CONTROL
 FA1871
 FA1871  NAD 83(1986)-  35 24 13.43123(N)    080 07 09.86243(W) AD(       ) 4
 FA1871  NAD 27      -  35 24 12.92104(N)    080 07 10.66973(W) AD(       ) 3
 FA1871
 FA1871.Superseded values are not recommended for survey control.
 FA1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1871.See file dsdata.txt to determine how the superseded data were derived.
 FA1871
 FA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7996018172(NAD 83)
 FA1871_MARKER: 53 = ELEVATED TANK
 FA1871
 FA1871  HISTORY     - Date     Condition        Report By
 FA1871  HISTORY     - 1974     FIRST OBSERVED   NCGS
 FA1871
 FA1871                          STATION DESCRIPTION
 FA1871
 FA1871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1871'SOUTH ALCOA WATER TANK IS A N. C. GEODETIC SURVEY INTERSECTION
 FA1871'STATION ESTABLISHED IN THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1871'
 FA1871'SOUTH ALCOA WATER TANK IS LOCATED IN TOWN OF BADIN ON PROPERTY
 FA1871'OF ALUMINUM COMPANY OF AMERICA, ON EAST SIDE OF PLANT.  TO REACH
 FA1871'STATION FROM INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER OF
 FA1871'BADIN, PROCEED SOUTHWEST ALONG NC 740 FOR 0.2 MILE TO STATION ON
 FA1871'THE RIGHT, APPROXIMATELY 75 FEET.
 FA1871'
 FA1871'STATION IS A STEEL STRUCTURE, BALL SHAPED, PAINTED LIGHT GRAY,
 FA1871'AND SUPPORTED BY FOUR LEGS WITH A STANDPIPE IN THE MIDDLE.
 FA1871'
 FA1871'POINT INTERSECTED WAS CENTER OF CAP ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8215 ***********************************************************************
 AE8215  DESIGNATION -  BADLAKE
 AE8215  PID         -  AE8215
 AE8215  STATE/COUNTY-  NC/MONTGOMERY
 AE8215  USGS QUAD   -  BADIN (1994)
 AE8215
 AE8215                         *CURRENT SURVEY CONTROL
 AE8215  ___________________________________________________________________
 AE8215* NAD 83(2007)-  35 25 51.27703(N)    080 02 57.16299(W)     ADJUSTED  
 AE8215* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 AE8215  ___________________________________________________________________
 AE8215  EPOCH DATE  -        2002.00
 AE8215  X           -     899,083.737 (meters)                     COMP
 AE8215  Y           -  -5,124,692.496 (meters)                     COMP
 AE8215  Z           -   3,676,998.937 (meters)                     COMP
 AE8215  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AE8215  ELLIP HEIGHT-         127.987 (meters)          (02/10/07) ADJUSTED
 AE8215  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AE8215
 AE8215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8215  Type    PID    Designation                      North   East  Ellip
 AE8215  -------------------------------------------------------------------
 AE8215  NETWORK AE8215 BADLAKE                           1.61   1.02   2.18
 AE8215  -------------------------------------------------------------------
 AE8215
 AE8215.The horizontal coordinates were established by GPS observations
 AE8215.and adjusted by the National Geodetic Survey in February 2007.
 AE8215
 AE8215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8215.The horizontal coordinates are valid at the epoch date displayed above.
 AE8215.The epoch date for horizontal control is a decimal equivalence
 AE8215.of Year/Month/Day.
 AE8215
 AE8215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8215
 AE8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8215
 AE8215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8215
 AE8215.The ellipsoidal height was determined by GPS observations
 AE8215.and is referenced to NAD 83.
 AE8215
 AE8215.The geoid height was determined by GEOID03.
 AE8215
 AE8215;                    North         East     Units Scale Factor Converg.
 AE8215;SPC NC       -   186,967.236   514,338.863   MT  0.99987746   -0 36 20.1
 AE8215;SPC NC       -   613,408.34  1,687,460.09   sFT  0.99987746   -0 36 20.1
 AE8215;UTM  17      - 3,921,246.234   586,305.002   MT  0.99969179   +0 33 04.4
 AE8215
 AE8215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8215!SPC NC       -   0.99997991  x   0.99987746  =   0.99985737
 AE8215!UTM  17      -   0.99997991  x   0.99969179  =   0.99967171
 AE8215
 AE8215                          SUPERSEDED SURVEY CONTROL
 AE8215
 AE8215  NAD 83(2001)-  35 25 51.27714(N)    080 02 57.16319(W) AD(       ) 1
 AE8215  ELLIP H (03/13/03)  127.994  (m)                       GP(       ) 4 2
 AE8215  NAD 83(1986)-  35 25 51.28636(N)    080 02 57.17476(W) AD(       ) 1
 AE8215  NGVD 29 (12/22/97)  158.6    (m)          520.     (f) GPS OBS     3  
 AE8215
 AE8215.Superseded values are not recommended for survey control.
 AE8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8215.See file dsdata.txt to determine how the superseded data were derived.
 AE8215
 AE8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8630521246(NAD 83)
 AE8215_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8215_STAMPING: BADLAKE 1992
 AE8215_MARK LOGO: NCGS  
 AE8215_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8215+STABILITY: SURFACE MOTION
 AE8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8215+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8215
 AE8215  HISTORY     - Date     Condition        Report By
 AE8215  HISTORY     - 1992     MONUMENTED       NCGS
 AE8215
 AE8215                          STATION DESCRIPTION
 AE8215
 AE8215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8215'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) EAST-NORTHEAST OF BADIN AND
 AE8215'10.1 MI (16.3 KM) WEST-NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3
 AE8215'MI (0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8215'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE 0.45 MI
 AE8215'(0.72 KM) SOUTH TO FOREST SERVICE ROAD 576, THENCE WEST FOR 1.95 MI
 AE8215'(3.14 KM) ALONG FOREST SERVICE ROAD 576 TO A WILDLIFE FEEDING FIELD,
 AE8215'AND STATION IN THE SOUTH EDGE OF THE FIELD, OR 1.15 MI (1.85 KM) EAST
 AE8215'OF FOREST SERVICE ROAD 597. MARK IS ABOUT LEVEL WITH ROAD AND PROJECTS
 AE8215'2 INCHES ABOVE GROUND. LOCATED 43.0 FT (13.1 M) NORTHEAST OF THE
 AE8215'CENTERLINE OF GRAVEL ROAD 576, 3.2 FT (1.0 M) SOUTHWEST OF A WITNESS
 AE8215'POST--AND 27.4 FT (8.4 M) NORTH OF A 6-INCH TREE, 80.0 FT (24.4 M)
 AE8215'EAST-NORTHEAST 0F A 12-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8238 ***********************************************************************
 AE8238  DESIGNATION -  BADLAKE AZ MK
 AE8238  PID         -  AE8238
 AE8238  STATE/COUNTY-  NC/MONTGOMERY
 AE8238  USGS QUAD   -  BADIN (1994)
 AE8238
 AE8238                         *CURRENT SURVEY CONTROL
 AE8238  ___________________________________________________________________
 AE8238* NAD 83(2001)-  35 25 54.02340(N)    080 03 08.03645(W)     ADJUSTED  
 AE8238* NAVD 88     -       183.7    (meters)     603.     (feet)  VERTCON   
 AE8238  ___________________________________________________________________
 AE8238  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AE8238  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AE8238  HORZ ORDER  -  SECOND
 AE8238
 AE8238.The horizontal coordinates were established by classical geodetic methods
 AE8238.and adjusted by the National Geodetic Survey in August 2005.
 AE8238
 AE8238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8238
 AE8238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8238
 AE8238.The geoid height was determined by GEOID03.
 AE8238
 AE8238;                    North         East     Units Scale Factor Converg.
 AE8238;SPC NC       -   187,054.764   514,065.535   MT  0.99987750   -0 36 26.3
 AE8238;SPC NC       -   613,695.50  1,686,563.34   sFT  0.99987750   -0 36 26.3
 AE8238;UTM  17      - 3,921,328.210   586,030.014   MT  0.99969121   +0 32 58.1
 AE8238
 AE8238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8238!SPC NC       -   0.99997593  x   0.99987750  =   0.99985343
 AE8238!UTM  17      -   0.99997593  x   0.99969121  =   0.99966714
 AE8238
 AE8238                          SUPERSEDED SURVEY CONTROL
 AE8238
 AE8238  NAD 83(1986)-  35 25 54.03256(N)    080 03 08.04771(W) AD(       ) 2
 AE8238  NGVD 29 (12/22/97)  184.0    (m)          604.     (f) VERT ANG    3  
 AE8238
 AE8238.Superseded values are not recommended for survey control.
 AE8238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8238.See file dsdata.txt to determine how the superseded data were derived.
 AE8238
 AE8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8603021328(NAD 83)
 AE8238_MARKER: DZ = AZIMUTH MARK DISK
 AE8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8238_STAMPING: BADLAKE 1992
 AE8238_MARK LOGO: NCGS  
 AE8238_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8238+STABILITY: SURFACE MOTION
 AE8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8238+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8238
 AE8238  HISTORY     - Date     Condition        Report By
 AE8238  HISTORY     - 1992     MONUMENTED       NCGS
 AE8238
 AE8238                          STATION DESCRIPTION
 AE8238
 AE8238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8238'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-NORTHEAST OF BADIN AND
 AE8238'10.2 MI (16.4 KM) WEST-NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3
 AE8238'MI (0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8238'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE SOUTH FOR
 AE8238'0.45 MI (0.72 KM) ALONG THE ENTRANCE ROAD, THENCE WEST FOR 2.15 MI
 AE8238'(3.46 KM) ALONG FOREST SERVICE ROAD 576 TO MARK ON THE NORTH SIDE OF
 AE8238'THE ROAD, OR 0.95 MI (1.53 KM) EAST OF FOREST SERVICE ROAD 597. MARK
 AE8238'IS ABOUT LEVEL WITH ROAD AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED
 AE8238'30.0 FT (9.1 M) NORTH OF THE CENTER OF GRAVEL ROAD 576, 10.0 FT (3.0
 AE8238'M) EAST-NORTHEAST OF THE CENTER OF A WOODS ROAD--AND 19.8 FT (6.0 M)
 AE8238'SOUTHWEST OF A 24-INCH OAK, 39.3 FT (12.0 M) EAST OF A 15-INCH OAK,
 AE8238'84.0 FT (25.6 M) NORTH-NORTHEAST OF AN 18-INCH OAK, 80.0 FT (24.4 M)
 AE8238'NORTH-NORTHWEST OF A 15-INCH OAK--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7754 ***********************************************************************
 AF7754  DESIGNATION -  BAGGARIY
 AF7754  PID         -  AF7754
 AF7754  STATE/COUNTY-  NC/IREDELL
 AF7754  USGS QUAD   -  HARMONY (1993)
 AF7754
 AF7754                         *CURRENT SURVEY CONTROL
 AF7754  ___________________________________________________________________
 AF7754* NAD 83(2001)-  35 59 52.62442(N)    080 48 35.61631(W)     ADJUSTED  
 AF7754* NAVD 88     -       320.04   (+/-2cm)    1050.0    (feet)  VERTCON   
 AF7754  ___________________________________________________________________
 AF7754  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AF7754  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AF7754  HORZ ORDER  -  SECOND
 AF7754  VERT ORDER  -  THIRD (See Below)
 AF7754
 AF7754.The horizontal coordinates were established by classical geodetic methods
 AF7754.and adjusted by the National Geodetic Survey in August 2005.
 AF7754
 AF7754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7754.The vertical order pertains to the NGVD 29 superseded value.
 AF7754
 AF7754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7754
 AF7754.The geoid height was determined by GEOID03.
 AF7754
 AF7754;                    North         East     Units Scale Factor Converg.
 AF7754;SPC NC       -   250,860.937   446,426.346   MT  0.99995728   -1 02 40.6
 AF7754;SPC NC       -   823,032.92  1,464,650.44   sFT  0.99995728   -1 02 40.6
 AF7754;UTM  17      - 3,983,737.922   517,134.307   MT  0.99960362   +0 06 42.3
 AF7754
 AF7754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7754!SPC NC       -   0.99995494  x   0.99995728  =   0.99991223
 AF7754!UTM  17      -   0.99995494  x   0.99960362  =   0.99955858
 AF7754
 AF7754                          SUPERSEDED SURVEY CONTROL
 AF7754
 AF7754  NAD 83(1986)-  35 59 52.63245(N)    080 48 35.62376(W) AD(       ) 2
 AF7754  NGVD 29 (05/28/98)  320.22   (m)         1050.6    (f) LEVELING    3  
 AF7754
 AF7754.Superseded values are not recommended for survey control.
 AF7754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7754.See file dsdata.txt to determine how the superseded data were derived.
 AF7754
 AF7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1713483738(NAD 83)
 AF7754_MARKER: DE = TRAVERSE STATION DISK
 AF7754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7754_STAMPING: BAGGARIY 1984
 AF7754_MARK LOGO: NCGS  
 AF7754_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF7754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7754+STABILITY: SURFACE MOTION
 AF7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7754+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1984
 AF7754
 AF7754  HISTORY     - Date     Condition        Report By
 AF7754  HISTORY     - 1984     MONUMENTED       NCGS
 AF7754  HISTORY     - 19840719 GOOD             NGS
 AF7754
 AF7754                          STATION DESCRIPTION
 AF7754
 AF7754'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AF7754'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST-SOUTHEAST OF UNION
 AF7754'GROVE, 5.6 KM (3.5 MI) NORTHWEST OF HARMONY.$ALONG NC 901 FOR 2.5 KM
 AF7754'(1.6 MI) EAST OF THE I-77 UNDERPASS, OR 0.2 KM (0.1 MI) WEST OF SR
 AF7754'1832, AT EDGE OF PLOWED FIELD.$MARK IS RECESSED 2 INCHES BELOW GROUND
 AF7754'AND IS 2 FEET HIGHER THAN ROAD. LOCATED 7.4 M (24.3 FT) NORTHEAST OF
 AF7754'CENTERLINE OF NC 9O1, 100.1 M (328.4 FT) NORTHWEST OF CENTERLINE
 AF7754'INTERSECTION OF NC 901 AND DRIVE AT MOBILE HOME, 128.0 M (419.9 FT)
 AF7754'SOUTHEAST OF CENTERLINE INTERSECTION OF NC 901 AND DRIVE AT BRICK
 AF7754'HOME, 62.0 M (203.4 FT) NORTH-NORTHWEST OF ROAD SIGN--AND 25.70 M
 AF7754'(84.32 FT) NORTHWEST OF WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST OF
 AF7754'WITNESS POST BOTH WITH REFERENCE TAGS.
 AF7754
 AF7754                          STATION RECOVERY (1984)
 AF7754
 AF7754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AF7754'THE STATION IS LOCATED ABOUT 5.6 KILOMETERS (3.5 MI) NORTHWEST OF
 AF7754'HARMONY, 5.6 KILOMETERS (3.5 MI) WEST OF HOUSTONVILLE, 5.6 KILOMETERS
 AF7754'(3.5 MI) EAST OF UNION GROVE AND ALONG THE SOUTH RIGHT-OF-WAY OF STATE
 AF7754'901.
 AF7754' 
 AF7754'TO REACH FROM THE POST OFFICE IN UNION GROVE, GO EAST ON STATE HIGHWAY
 AF7754'901 FOR 3.2 KILOMETERS (2.0 MI) TO INTERSTATE 77 OVERPASS, CONTINUE
 AF7754'EAST FOR 2.48 KILOMETERS (1.55 MI) TO THE MARK ON THE LEFT.
 AF7754' 
 AF7754'THE STATION MARK IS A STANDARD NORTH CAROLINA GEODETIC SURVEY TRAVERSE
 AF7754'DISK STAMPED--BAGGARIY 1984--, SET IN THE TOP OF A CONCRETE POST THAT
 AF7754'IS 0.025 METER IN DIAMETER AND SET FLUSH WITH THE GROUND.  IT IS 7.44
 AF7754'METERS (24.4 FT) NORTHEAST OF THE CENTERLINE OF STATE 901, 25.7 METERS
 AF7754'(84.3 FT) NORTHWEST OF A WITNESS POST, 62.03 METERS (203.5 FT) NORTH
 AF7754'NORTHWEST OF A CROSSROAD SIGN WITH A REFERENCE TAG, 100.1 METERS
 AF7754'(328.4 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE 901
 AF7754'AND A DRIVEWAY TO MOBILE HOME AND 128.02 METERS (420.0 FT) SOUTHEAST
 AF7754'OF THE CENTER OF THE INTERSECTION OF STATE 901 AND A DRIVEWAY TO A
 AF7754'BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4603 ***********************************************************************
 EZ4603  DESIGNATION -  BAGGETT
 EZ4603  PID         -  EZ4603
 EZ4603  STATE/COUNTY-  NC/SAMPSON
 EZ4603  USGS QUAD   -  TIMOTHY (1986)
 EZ4603
 EZ4603                         *CURRENT SURVEY CONTROL
 EZ4603  ___________________________________________________________________
 EZ4603* NAD 83(2007)-  35 08 49.80341(N)    078 27 38.55535(W)     ADJUSTED  
 EZ4603* NAVD 88     -        50.6    (meters)     166.     (feet)  GPS OBS   
 EZ4603  ___________________________________________________________________
 EZ4603  EPOCH DATE  -        2002.00
 EZ4603  X           -   1,044,419.772 (meters)                     COMP
 EZ4603  Y           -  -5,115,528.912 (meters)                     COMP
 EZ4603  Z           -   3,651,238.602 (meters)                     COMP
 EZ4603  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EZ4603  ELLIP HEIGHT-          16.314 (meters)          (02/10/07) ADJUSTED
 EZ4603  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EZ4603
 EZ4603  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4603  Type    PID    Designation                      North   East  Ellip
 EZ4603  -------------------------------------------------------------------
 EZ4603  NETWORK EZ4603 BAGGETT                           0.37   0.29   1.04
 EZ4603  -------------------------------------------------------------------
 EZ4603
 EZ4603.The horizontal coordinates were established by GPS observations
 EZ4603.and adjusted by the National Geodetic Survey in February 2007.
 EZ4603
 EZ4603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4603.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4603.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4603.The epoch date for horizontal control is a decimal equivalence
 EZ4603.of Year/Month/Day.
 EZ4603
 EZ4603.The orthometric height was determined by GPS observations and a
 EZ4603.high-resolution geoid model.
 EZ4603
 EZ4603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4603
 EZ4603.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4603
 EZ4603.The ellipsoidal height was determined by GPS observations
 EZ4603.and is referenced to NAD 83.
 EZ4603
 EZ4603.The geoid height was determined by GEOID03.
 EZ4603
 EZ4603;                    North         East     Units Scale Factor Converg.
 EZ4603;SPC NC       -   155,121.165   658,737.305   MT  0.99987425   +0 18 40.5
 EZ4603;SPC NC       -   508,926.69  2,161,207.31   sFT  0.99987425   +0 18 40.5
 EZ4603;UTM  17      - 3,892,315.679   731,324.543   MT  1.00025953   +1 27 44.9
 EZ4603
 EZ4603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4603!SPC NC       -   0.99999744  x   0.99987425  =   0.99987169
 EZ4603!UTM  17      -   0.99999744  x   1.00025953  =   1.00025697
 EZ4603
 EZ4603:                Primary Azimuth Mark                     Grid Az
 EZ4603:SPC NC       -  CHESTER                                  112 06 42.5
 EZ4603:UTM  17      -  CHESTER                                  110 57 38.1
 EZ4603
 EZ4603|---------------------------------------------------------------------|
 EZ4603| PID    Reference Object                     Distance      Geod. Az  |
 EZ4603|                                                           dddmmss.s |
 EZ4603| EZ4602 CHESTER                             430.873 METERS 1122523.0 |
 EZ4603| EZ4604 BRUCE                               282.878 METERS 30750     |
 EZ4603|---------------------------------------------------------------------|
 EZ4603
 EZ4603                          SUPERSEDED SURVEY CONTROL
 EZ4603
 EZ4603  NAD 83(2001)-  35 08 49.80359(N)    078 27 38.55524(W) AD(       ) 1
 EZ4603  ELLIP H (03/13/03)   16.327  (m)                       GP(       ) 4 2
 EZ4603  NAD 83(1986)-  35 08 49.80992(N)    078 27 38.56286(W) AD(       ) 1
 EZ4603  NAD 83(1986)-  35 08 49.80739(N)    078 27 38.55682(W) AD(       ) 2
 EZ4603  NAD 27      -  35 08 49.20581(N)    078 27 39.53429(W) AD(       ) 2
 EZ4603  NGVD 29 (07/19/86)   50.7    (m)          166.     (f) VERT ANG    3  
 EZ4603
 EZ4603.Superseded values are not recommended for survey control.
 EZ4603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4603.See file dsdata.txt to determine how the superseded data were derived.
 EZ4603
 EZ4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3132592316(NAD 83)
 EZ4603_MARKER: DE = TRAVERSE STATION DISK
 EZ4603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4603_STAMPING: BAGGETT 1973
 EZ4603_MARK LOGO: NCGS  
 EZ4603_PROJECTION: FLUSH
 EZ4603_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4603+STABILITY: SURFACE MOTION
 EZ4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4603+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 EZ4603
 EZ4603  HISTORY     - Date     Condition        Report By
 EZ4603  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4603  HISTORY     - 19860101 GOOD             NCGS
 EZ4603
 EZ4603                          STATION DESCRIPTION
 EZ4603
 EZ4603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4603'BAGGETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4603'THE VICINITY OF SPIVEYS CORNER, NORTH CAROLINA.
 EZ4603'
 EZ4603'BAGGETT IS LOCATED APPROXIMATELY 3.7 MILES SSE OF SPIVEYS CORNER, AND
 EZ4603'9.2 MILES NNE OF SALEMBURG.  TO REACH STATION FROM INTERSECTION OF
 EZ4603'US 421 AND NC 242 SOUTH OF SPIVEYS CORNER, PROCEED NW ALONG US 421
 EZ4603'AND NC 242 FOR 0.25 MILES TO STATION ON LEFT, ON SE SIDE OF THE NW
 EZ4603'DRIVEWAY TO BAGGETT HOME, 0.15 MILES SE OF US 421 AND NC 242
 EZ4603'BRIDGE OVER LITTLE COHARIE CREEK.
 EZ4603'
 EZ4603'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAGGETT
 EZ4603'1973, SET IN THE TOP OF A CONCRETE CYLINDER THE TOP OF WHICH IS
 EZ4603'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4603'
 EZ4603'MARK IS
 EZ4603'29.8 FEET SW OF C/L OF US 421.
 EZ4603'13.1 FEET SE OF C/L OF NW DRIVEWAY TO BAGGETT HOME.
 EZ4603'32.9 FEET E OF PP NO. 2273 W/ALUMINUM REF. TAG.
 EZ4603'12.4 FEET NNE OF 20 INCH CEDAR W/ALUMINUM REF. TAG.
 EZ4603'57.7 FEET N OF NE CORNER OF PORCH BASE ON W SIDE OF HOUSE.
 EZ4603
 EZ4603                          STATION RECOVERY (1986)
 EZ4603
 EZ4603'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4603'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2590 ***********************************************************************
 EZ2590  DESIGNATION -  BAGLEY
 EZ2590  PID         -  EZ2590
 EZ2590  STATE/COUNTY-  NC/JOHNSTON
 EZ2590  USGS QUAD   -  KENLY WEST (1978)
 EZ2590
 EZ2590                         *CURRENT SURVEY CONTROL
 EZ2590  ___________________________________________________________________
 EZ2590* NAD 83(2001)-  35 34 04.69528(N)    078 10 01.46869(W)     ADJUSTED  
 EZ2590* NAVD 88     -        53.653  (meters)     176.03   (feet)  ADJUSTED  
 EZ2590  ___________________________________________________________________
 EZ2590  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 EZ2590  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EZ2590  DYNAMIC HT  -          53.606 (meters)     175.87  (feet)  COMP
 EZ2590  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 EZ2590
 EZ2590  HORZ ORDER  -  SECOND
 EZ2590  VERT ORDER  -  SECOND    CLASS II
 EZ2590
 EZ2590.The horizontal coordinates were established by classical geodetic methods
 EZ2590.and adjusted by the National Geodetic Survey in August 2005.
 EZ2590
 EZ2590.The orthometric height was determined by differential leveling
 EZ2590.and adjusted in June 1991.
 EZ2590
 EZ2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2590
 EZ2590.The geoid height was determined by GEOID03.
 EZ2590
 EZ2590.The dynamic height is computed by dividing the NAVD 88
 EZ2590.geopotential number by the normal gravity value computed on the
 EZ2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2590.degrees latitude (g = 980.6199 gals.).
 EZ2590
 EZ2590.The modeled gravity was interpolated from observed gravity values.
 EZ2590
 EZ2590;                    North         East     Units Scale Factor Converg.
 EZ2590;SPC NC       -   201,985.588   685,098.955   MT  0.99988777   +0 28 50.7
 EZ2590;SPC NC       -   662,681.05  2,247,695.49   sFT  0.99988777   +0 28 50.7
 EZ2590;UTM  17      - 3,939,725.577   756,744.263   MT  1.00041238   +1 38 55.4
 EZ2590
 EZ2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2590!SPC NC       -   0.99999700  x   0.99988777  =   0.99988477
 EZ2590!UTM  17      -   0.99999700  x   1.00041238  =   1.00040938
 EZ2590
 EZ2590:                Primary Azimuth Mark                     Grid Az
 EZ2590:SPC NC       -  LINE                                     346 32 10.9
 EZ2590:UTM  17      -  LINE                                     345 22 06.2
 EZ2590
 EZ2590|---------------------------------------------------------------------|
 EZ2590| PID    Reference Object                     Distance      Geod. Az  |
 EZ2590|                                                           dddmmss.s |
 EZ2590| EZ2588 LINE                                APPROX. 0.9 KM 3470101.6 |
 EZ2590|---------------------------------------------------------------------|
 EZ2590
 EZ2590                          SUPERSEDED SURVEY CONTROL
 EZ2590
 EZ2590  NAD 83(1986)-  35 34 04.70134(N)    078 10 01.47920(W) AD(       ) 2
 EZ2590  NAD 27      -  35 34 04.12718(N)    078 10 02.49911(W) AD(       ) 2
 EZ2590  NGVD 29 (07/19/86)   54.0    (m)          177.     (f) LEVELING    3  
 EZ2590
 EZ2590.Superseded values are not recommended for survey control.
 EZ2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2590.See file dsdata.txt to determine how the superseded data were derived.
 EZ2590
 EZ2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5674439726(NAD 83)
 EZ2590_MARKER: DE = TRAVERSE STATION DISK
 EZ2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2590_SP_SET: CONCRETE POST
 EZ2590_STAMPING: BAGLEY 1967
 EZ2590_MARK LOGO: NCGS  
 EZ2590_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2590+STABILITY: SURFACE MOTION
 EZ2590
 EZ2590  HISTORY     - Date     Condition        Report By
 EZ2590  HISTORY     - 1967     MONUMENTED       NCGS
 EZ2590  HISTORY     - 1979     GOOD             NCGS
 EZ2590
 EZ2590                          STATION DESCRIPTION
 EZ2590
 EZ2590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ2590'BAGLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2590'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ2590'
 EZ2590'BAGLEY IS LOCATED APPROXIMATELY 3.1 MILES SOUTHWEST OF
 EZ2590'KENLY.  STATION IS IN THE SOUTHWEST QUADRANT FORMED BY
 EZ2590'INTERSECTION OF SR 2339 (BAGLEY RD.) BRIDGE AND I-95, ON THE
 EZ2590'WEST SHOULDER OF SR 2339.
 EZ2590'
 EZ2590'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2590'BAGLEY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2590'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2590'
 EZ2590'MARK IS
 EZ2590'
 EZ2590'16.8 FT WSW OF C/L OF SR 2339 (BAGLEY RD.)
 EZ2590'
 EZ2590'23.6 FT SW OF C/L OF INTERSECTION OF SR 2339 AND S END OF BRIDGE
 EZ2590'
 EZ2590'12.9 FT S OF 4 X 4 POST WITH CAUTION REFLECTOR AT SW CORNER
 EZ2590'OF BRIDGE, AND WITH ALUMINUM REF. TAG
 EZ2590'
 EZ2590'6.5 FT SSE OF SW CORNER OF CONCRETE CURB
 EZ2590'
 EZ2590'13.9 FT S OF SW END OF CONCRETE BRIDGE GUARD RAIL
 EZ2590
 EZ2590                          STATION RECOVERY (1979)
 EZ2590
 EZ2590'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2590'2.2 MI EAST FROM MICRO.
 EZ2590'AT THE SOUTH END OF THE SR 2339 OVERPASS OF I-95 NEAR SMALL
 EZ2590'CROSSROADS COMMUNITY OF BAGLEY, AND IN THE WEST SHOULDER OF
 EZ2590'SR 2339, 17.5 FEET WEST OF CENTERLINE OF SR 2339, 6.5 FEET
 EZ2590'SOUTH-SOUTHEAST OF SOUTHERNMOST CORNER OF CONCRETE CURB AND 13.9 FEET
 EZ2590'SOUTH OF SOUTH END OF WEST BRIDGE RAIL.
 EZ2590'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1891 ***********************************************************************
 FY1891  DESIGNATION -  BAHAMA
 FY1891  PID         -  FY1891
 FY1891  STATE/COUNTY-  NC/DURHAM
 FY1891  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY1891
 FY1891                         *CURRENT SURVEY CONTROL
 FY1891  ___________________________________________________________________
 FY1891* NAD 83(2001)-  36 07 28.55757(N)    078 54 01.42571(W)     ADJUSTED  
 FY1891* NAVD 88     -       138.828  (meters)     455.47   (feet)  ADJUSTED  
 FY1891  ___________________________________________________________________
 FY1891  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 FY1891  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FY1891  DYNAMIC HT  -         138.717 (meters)     455.11  (feet)  COMP
 FY1891  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 FY1891
 FY1891  HORZ ORDER  -  SECOND
 FY1891  VERT ORDER  -  SECOND    CLASS I
 FY1891
 FY1891.The horizontal coordinates were established by classical geodetic methods
 FY1891.and adjusted by the National Geodetic Survey in August 2005.
 FY1891
 FY1891.The orthometric height was determined by differential leveling
 FY1891.and adjusted in June 1991.
 FY1891
 FY1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1891
 FY1891.The geoid height was determined by GEOID03.
 FY1891
 FY1891.The dynamic height is computed by dividing the NAVD 88
 FY1891.geopotential number by the normal gravity value computed on the
 FY1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1891.degrees latitude (g = 980.6199 gals.).
 FY1891
 FY1891.The modeled gravity was interpolated from observed gravity values.
 FY1891
 FY1891;                    North         East     Units Scale Factor Converg.
 FY1891;SPC NC       -   263,430.396   618,567.629   MT  0.99998853   +0 03 27.0
 FY1891;SPC NC       -   864,271.22  2,029,417.30   sFT  0.99998853   +0 03 27.0
 FY1891;UTM  17      - 3,999,810.005   688,947.201   MT  1.00003991   +1 14 17.4
 FY1891
 FY1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1891!SPC NC       -   0.99998309  x   0.99998853  =   0.99997162
 FY1891!UTM  17      -   0.99998309  x   1.00003991  =   1.00002300
 FY1891
 FY1891:                Primary Azimuth Mark                     Grid Az
 FY1891:SPC NC       -  TRADING                                  197 24 27.9
 FY1891:UTM  17      -  TRADING                                  196 13 37.5
 FY1891
 FY1891|---------------------------------------------------------------------|
 FY1891| PID    Reference Object                     Distance      Geod. Az  |
 FY1891|                                                           dddmmss.s |
 FY1891| FY1892 TRADING                             APPROX. 0.8 KM 1972754.9 |
 FY1891|---------------------------------------------------------------------|
 FY1891
 FY1891                          SUPERSEDED SURVEY CONTROL
 FY1891
 FY1891  NAD 83(1993)-  36 07 28.55925(N)    078 54 01.43288(W) AD(       ) 2
 FY1891  NAD 83(1986)-  36 07 28.56009(N)    078 54 01.43576(W) AD(       ) 2
 FY1891  NAD 27      -  36 07 28.05454(N)    078 54 02.41488(W) AD(       ) 2
 FY1891  NGVD 29 (03/05/92)  139.076  (m)          456.29   (f) ADJUSTED    2 1
 FY1891
 FY1891.Superseded values are not recommended for survey control.
 FY1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1891.See file dsdata.txt to determine how the superseded data were derived.
 FY1891
 FY1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8894799810(NAD 83)
 FY1891_MARKER: DD = SURVEY DISK
 FY1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1891_SP_SET: CONCRETE POST
 FY1891_STAMPING: BAHAMA 1976
 FY1891_MARK LOGO: NCGS  
 FY1891_PROJECTION: FLUSH
 FY1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1891+STABILITY: SURFACE MOTION
 FY1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1891+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 FY1891
 FY1891  HISTORY     - Date     Condition        Report By
 FY1891  HISTORY     - 1976     MONUMENTED       NCGS
 FY1891  HISTORY     - 1977     GOOD             NCGS
 FY1891  HISTORY     - 20040602 GOOD             NC1360
 FY1891  HISTORY     - 20060830 GOOD             USPSQD
 FY1891
 FY1891                          STATION DESCRIPTION
 FY1891
 FY1891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1891'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH-SOUTHWEST OF
 FY1891'BAHAMA AND 9.0 MILES NORTH OF DURHAM.
 FY1891'
 FY1891'TO REACH THE STATION FROM THE US 501 BRIDGE OVER LITTLE RIVER BETWEEN
 FY1891'DURHAM AND ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 1.05 MILES TO
 FY1891'STATION ON THE LEFT, AT A DOUBLE FENCE CORNER AND 0.25 MILE NORTH OF T
 FY1891'INTERSECTION WITH SR 1628 (EAST).
 FY1891'
 FY1891'THE STATION MARK IS A STANDARD CITY OF DURHAM SURVEY MARKER STAMPED---
 FY1891'BAHAMA 1976---, SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH
 FY1891'WITH THE GROUND SURFACE.  THE MARK IS 59.0 FEET EAST OF CENTERLINE OF
 FY1891'NORTHBOUND LANE, 56.3 FEET NORTHEAST OF SOUTHERNMOST METAL GUARD RAIL
 FY1891'POST, 11.1 FEET WEST-SOUTHWEST OF EASTERNMOST RIGHT-OF-WAY MARKER, 7.0
 FY1891'FEET EAST-SOUTHEAST OF WESTERNMOST CORNER FENCE POST WITH REFERENCE
 FY1891'TAG, 11.9 FEET WEST-SOUTHWEST OF EASTERNMOST CORNER FENCE POST WITH
 FY1891'REFERENCE TAG AND 30.7 FEET NORTH-NORTHWEST OF FENCE POST WITH
 FY1891'REFERENCE TAG.
 FY1891
 FY1891                          STATION RECOVERY (1977)
 FY1891
 FY1891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1891'3.1 MI SSW FROM BAHAMA.
 FY1891'STATION IS LOCATED APPROXIMATELY 9.0 MILES NORTH OF DURHAM. TO REACH
 FY1891'STATION FROM THE US 501 BRIDGE OVER LITTLE RIVER BETWEEN DURHAM AND
 FY1891'ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 1.05 MILE TO STATION ON
 FY1891'LEFT, AT A DOUBLE FENCE CORNER, AND 0.25 MILE NORTH OF T INTERSECTION
 FY1891'WITH SR 1628 EAST, 59.0 FT. EAST OF CENTERLINE OF US 501 NORTH BOUND
 FY1891'LANE, 56.3 FT. NORTHEAST OF SOUTHERNMOST METAL GUARD RAIL POST, 11.1
 FY1891'FT. WEST OF SOUTHWEST OF EASTERNMOST RIGHT OF WAY MARKER, 7.0 FT. EAST
 FY1891'SOUTHEAST OF WESTERNMOST CORNER FENCE POST WITH ALUMINUM REF. TAG,
 FY1891'11.9 FT. WEST SOUTHWEST OF EASTERNMOST CORNER FENCE POST WITH ALUMINUM
 FY1891'REF. TAG AND 30.7 FT. NORTH NORTHWEST OF FENCE POST WITH ALUMINUM REF.
 FY1891'TAG.
 FY1891
 FY1891                          STATION RECOVERY (2004)
 FY1891
 FY1891'RECOVERY NOTE BY CITY OF DURHAM NORTH CAROLINA 2004 (RH)
 FY1891'RECOVERED IN GOOD CONDITION.
 FY1891
 FY1891                          STATION RECOVERY (2006)
 FY1891
 FY1891'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1368 ***********************************************************************
 EY1368  DESIGNATION -  BAILEY
 EY1368  PID         -  EY1368
 EY1368  STATE/COUNTY-  NC/NASH
 EY1368  USGS QUAD   -  ROCKY MOUNT (1977)
 EY1368
 EY1368                         *CURRENT SURVEY CONTROL
 EY1368  ___________________________________________________________________
 EY1368* NAD 83(2001)-  35 54 45.80454(N)    077 49 49.80875(W)     ADJUSTED  
 EY1368* NAVD 88     -        44.287  (meters)     145.30   (feet)  ADJUSTED  
 EY1368  ___________________________________________________________________
 EY1368  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 EY1368  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EY1368  DYNAMIC HT  -          44.250 (meters)     145.18  (feet)  COMP
 EY1368  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 EY1368
 EY1368  HORZ ORDER  -  SECOND
 EY1368  VERT ORDER  -  SECOND    CLASS I
 EY1368
 EY1368.The horizontal coordinates were established by classical geodetic methods
 EY1368.and adjusted by the National Geodetic Survey in August 2005.
 EY1368
 EY1368.The orthometric height was determined by differential leveling
 EY1368.and adjusted in June 1991.
 EY1368
 EY1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1368
 EY1368.The geoid height was determined by GEOID03.
 EY1368
 EY1368.The dynamic height is computed by dividing the NAVD 88
 EY1368.geopotential number by the normal gravity value computed on the
 EY1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1368.degrees latitude (g = 980.6199 gals.).
 EY1368
 EY1368.The modeled gravity was interpolated from observed gravity values.
 EY1368
 EY1368;                    North         East     Units Scale Factor Converg.
 EY1368;SPC NC       -   240,538.938   715,154.618   MT  0.99993901   +0 40 30.0
 EY1368;SPC NC       -   789,168.17  2,346,303.11   sFT  0.99993901   +0 40 30.0
 EY1368;UTM  18      - 3,977,970.641   244,580.073   MT  1.00040396   -1 39 40.1
 EY1368
 EY1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1368!SPC NC       -   0.99999853  x   0.99993901  =   0.99993754
 EY1368!UTM  18      -   0.99999853  x   1.00040396  =   1.00040249
 EY1368
 EY1368:                Primary Azimuth Mark                     Grid Az
 EY1368:SPC NC       -  PIKES                                    162 06 28.2
 EY1368:UTM  18      -  PIKES                                    164 26 38.3
 EY1368
 EY1368|---------------------------------------------------------------------|
 EY1368| PID    Reference Object                     Distance      Geod. Az  |
 EY1368|                                                           dddmmss.s |
 EY1368| EY1365 PIKES                               APPROX. 3.0 KM 1624658.2 |
 EY1368| EY3125 STAGE                               446.660 METERS 2342105.7 |
 EY1368| EY1369 DATSUN                              APPROX. 0.5 KM 3450000.9 |
 EY1368|---------------------------------------------------------------------|
 EY1368
 EY1368                          SUPERSEDED SURVEY CONTROL
 EY1368
 EY1368  NAD 83(1986)-  35 54 45.81398(N)    077 49 49.81780(W) AD(       ) 2
 EY1368  NAD 27      -  35 54 45.25200(N)    077 49 50.88841(W) AD(       ) 2
 EY1368  NGVD 29 (??/??/92)   44.613  (m)          146.37   (f) ADJ UNCH    2 1
 EY1368
 EY1368.Superseded values are not recommended for survey control.
 EY1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1368.See file dsdata.txt to determine how the superseded data were derived.
 EY1368
 EY1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4458077971(NAD 83)
 EY1368_MARKER: DE = TRAVERSE STATION DISK
 EY1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1368_SP_SET: CONCRETE POST
 EY1368_STAMPING: BAILEY 1963
 EY1368_MARK LOGO: NCGS  
 EY1368_PROJECTION: RECESSED 3 CENTIMETERS
 EY1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1368+STABILITY: SURFACE MOTION
 EY1368
 EY1368  HISTORY     - Date     Condition        Report By
 EY1368  HISTORY     - 1963     MONUMENTED       NCGS
 EY1368  HISTORY     - 1975     GOOD             NGS
 EY1368  HISTORY     - 1978     GOOD             NCGS
 EY1368  HISTORY     - 1983     GOOD             USPSQD
 EY1368
 EY1368                          STATION DESCRIPTION
 EY1368
 EY1368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY1368'BAILEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1368'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY1368'
 EY1368'BAILEY IS 3.0 MILES SW OF THE CENTER OF ROCKY MOUNT, LOCATED
 EY1368'AT SE END OF BRIDGE ON U.S. 301 BYPASS ON N LANE OVER NC 97, AND
 EY1368'ON E SIDE OF N LANE OF U.S. 301 BYPASS.
 EY1368'
 EY1368'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY1368'BAILEY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1368'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EY1368'
 EY1368'MARK IS
 EY1368'
 EY1368'3.7 FT SE OF TOP OF SE BRIDGE RAIL ON N LANE
 EY1368'
 EY1368'16.0 FT E OF C/L OF N LANE OF U.S. 301 BYPASS
 EY1368'
 EY1368'5.0 FT N OF DRAIN AT S END OF BRIDGE N LANE
 EY1368'
 EY1368'10.8 FT N OF 2ND GUARD RAIL POST AT S END OF BRIDGE
 EY1368
 EY1368                          STATION RECOVERY (1975)
 EY1368
 EY1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY1368'STATION RECOVERED GOOD.
 EY1368'
 EY1368'MARK IS NOW FLUSH.
 EY1368'
 EY1368'NEAREST TOWN--ROCKY MOUNT, 3.0 MILES SW OF.
 EY1368
 EY1368                          STATION RECOVERY (1978)
 EY1368
 EY1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1368'3.0 MI SW FROM ROCKY MOUNT.
 EY1368'STATION IS AT THE SOUTHEAST END OF BRIDGE OF US 301 BYPASS OVER NC 97
 EY1368'RALIEGH RD. AND ON EAST SIDE OF NORTH LANE OF US 301 BYPASS, 3.3 FT.
 EY1368'SOUTHEAST OF SOUTHEAST END OF BRIDGE RAIL ON NORTH LANE, 18.0 FT. EAST
 EY1368'OF CENTERLINE OF NORTH LANE OF US 301 BYPASS, 5.0 FT. NORTH OF DRAIN
 EY1368'AT SOUTH END OF BRIDGE NORTH LANE OF 10.8 FT. NORTH OF 2ND GUARD RAIL
 EY1368'POST AT SOUTH END OF BRIDGE.
 EY1368
 EY1368                          STATION RECOVERY (1983)
 EY1368
 EY1368'RECOVERY NOTE BY US POWER SQUADRON 1983 (GPH)
 EY1368'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2004 ***********************************************************************
 FY2004  DESIGNATION -  BAILEY
 FY2004  PID         -  FY2004
 FY2004  STATE/COUNTY-  NC/GRANVILLE
 FY2004  USGS QUAD   -  NORTHEAST DURHAM (1993)
 FY2004
 FY2004                         *CURRENT SURVEY CONTROL
 FY2004  ___________________________________________________________________
 FY2004* NAD 83(2001)-  36 04 56.36041(N)    078 45 31.14667(W)     ADJUSTED  
 FY2004* NAVD 88     -        89.375  (meters)     293.22   (feet)  ADJUSTED  
 FY2004  ___________________________________________________________________
 FY2004  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 FY2004  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FY2004  DYNAMIC HT  -          89.302 (meters)     292.99  (feet)  COMP
 FY2004  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 FY2004
 FY2004  HORZ ORDER  -  SECOND
 FY2004  VERT ORDER  -  SECOND    CLASS I
 FY2004
 FY2004.The horizontal coordinates were established by classical geodetic methods
 FY2004.and adjusted by the National Geodetic Survey in August 2005.
 FY2004
 FY2004.The orthometric height was determined by differential leveling
 FY2004.and adjusted in June 1991.
 FY2004
 FY2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2004
 FY2004.The geoid height was determined by GEOID03.
 FY2004
 FY2004.The dynamic height is computed by dividing the NAVD 88
 FY2004.geopotential number by the normal gravity value computed on the
 FY2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2004.degrees latitude (g = 980.6199 gals.).
 FY2004
 FY2004.The modeled gravity was interpolated from observed gravity values.
 FY2004
 FY2004;                    North         East     Units Scale Factor Converg.
 FY2004;SPC NC       -   258,761.308   631,338.911   MT  0.99997755   +0 08 21.5
 FY2004;SPC NC       -   848,952.72  2,071,317.74   sFT  0.99997755   +0 08 21.5
 FY2004;UTM  17      - 3,995,404.739   701,813.127   MT  1.00010187   +1 19 13.7
 FY2004
 FY2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2004!SPC NC       -   0.99999095  x   0.99997755  =   0.99996850
 FY2004!UTM  17      -   0.99999095  x   1.00010187  =   1.00009281
 FY2004
 FY2004:                Primary Azimuth Mark                     Grid Az
 FY2004:SPC NC       -  BUTNER                                   248 57 58.5
 FY2004:UTM  17      -  BUTNER                                   247 47 06.3
 FY2004
 FY2004|---------------------------------------------------------------------|
 FY2004| PID    Reference Object                     Distance      Geod. Az  |
 FY2004|                                                           dddmmss.s |
 FY2004| FY2003 BUTNER                              APPROX. 0.8 KM 2490620.0 |
 FY2004|---------------------------------------------------------------------|
 FY2004
 FY2004                          SUPERSEDED SURVEY CONTROL
 FY2004
 FY2004  NAD 83(1993)-  36 04 56.36890(N)    078 45 31.15770(W) AD(       ) 2
 FY2004  NAD 83(1986)-  36 04 56.36780(N)    078 45 31.15907(W) AD(       ) 2
 FY2004  NAD 27      -  36 04 55.83841(N)    078 45 32.14012(W) AD(       ) 2
 FY2004  NGVD 29 (03/05/92)   89.635  (m)          294.08   (f) ADJUSTED    2 1
 FY2004
 FY2004.Superseded values are not recommended for survey control.
 FY2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2004.See file dsdata.txt to determine how the superseded data were derived.
 FY2004
 FY2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0181395405(NAD 83)
 FY2004_MARKER: DE = TRAVERSE STATION DISK
 FY2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2004_SP_SET: CONCRETE POST
 FY2004_STAMPING: BAILEY 1971
 FY2004_MARK LOGO: NCGS  
 FY2004_PROJECTION: RECESSED 3 CENTIMETERS
 FY2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2004+STABILITY: SURFACE MOTION
 FY2004
 FY2004  HISTORY     - Date     Condition        Report By
 FY2004  HISTORY     - 1971     MONUMENTED       NCGS
 FY2004  HISTORY     - 1977     GOOD             NCGS
 FY2004  HISTORY     - 1978     GOOD             NCGS
 FY2004  HISTORY     - 1981     GOOD             NCGS
 FY2004  HISTORY     - 1985     GOOD             USPSQD
 FY2004  HISTORY     - 1987     GOOD             USPSQD
 FY2004  HISTORY     - 1987     GOOD             USPSQD
 FY2004  HISTORY     - 1988     GOOD             USPSQD
 FY2004
 FY2004                          STATION DESCRIPTION
 FY2004
 FY2004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2004'BAILEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY2004'VICINITY OF CREEDMOOR, NORTH CAROLINA.
 FY2004'
 FY2004'BAILEY IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF CREEDMOOR.  TO
 FY2004'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND US 15.  GO
 FY2004'NORTH ALONG US 15 FOR 0.5 MILE TO STATION ON RIGHT (EAST SIDE OF US
 FY2004'15).  0.1 MILE SOUTH OF INTERSECTION OF US 15, SR 1726 AND SR 1102
 FY2004'NW.
 FY2004'
 FY2004'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAILEY
 FY2004'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2004'FLUSH WITH THE GROUND.
 FY2004'
 FY2004'MARK IS
 FY2004'32.1 FEET S OF C/L OF US 15.
 FY2004'16.8 FEET E OF C/L OF DRIVE TO BRICK RESIDENCE.
 FY2004'19.3 FEET N OF ALUMINUM REF. TAG ON PP AND TP COMBINATION.
 FY2004'91.8 FEET NE OF NE CORNER OF BRICK RESIDENCE.
 FY2004'7.6 FEET SE OF TOP OF N END OF CULVERT UNDER DRIVE.
 FY2004'63.3 FEET S OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FY2004
 FY2004                          STATION RECOVERY (1977)
 FY2004
 FY2004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY2004'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 FY2004'DESCRIPTION FOLLOWS.
 FY2004'
 FY2004'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF BUTNER AND 5.0
 FY2004'MILES SOUTHWEST OF CREEDMOOR.
 FY2004'
 FY2004'TO REACH THE STATION FROM THE US 15 OVERPASS OF I-85, PROCEED
 FY2004'NORTHEAST ALONG US 15 FOR 0.5 MILE TO STATION ON RIGHT, 0.1 MILE
 FY2004'SOUTHWEST OF INTERSECTION WITH SR 1726.
 FY2004'
 FY2004'STATION MARK IS A STANDARD DISK STAMPED---BAILEY 1971---, SET IN THE
 FY2004'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 FY2004'THE MARK IS 32.1 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF US 15, 17.8
 FY2004'FEET EAST-NORTHEAST OF THE CENTERLINE OF DRIVE TO BRICK RESIDENCE,
 FY2004'17.7 FEET NORTH OF A POWER POLE WITH REFERENCE TAG, 91.8 FEET
 FY2004'NORTHEAST OF NORTHEAST CORNER OF RESIDENCE, 7.6 FEET SOUTHEAST OF EAST
 FY2004'END OF CULVERT UNDER DRIVE AND 63.0 FEET SOUTH OF POWER POLE WITH
 FY2004'TRANSFORMER AND REFERENCE TAG.
 FY2004
 FY2004                          STATION RECOVERY (1978)
 FY2004
 FY2004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY2004'3.4 MI SOUTH FROM BUTNER.
 FY2004'STATION IS LOCATED 5.0 MILES SOUTHWEST OF CREEDMOOR. TO REACH STATION
 FY2004'FROM THE US 15 OVERPASS OF I 85, PROCEED NORTHEAST ALONG US 15 FOR 0.5
 FY2004'MILE TO STATION ON RIGHT, 0.1 MILE SOUTHWEST OF INTERSECTION WITH SR
 FY2004'1726, 32.1 FT. SOUTH SOUTHEAST OF CENTERLINE OF US 15, 17.8 FT. EAST
 FY2004'NORTHEAST OF CENTERLINE OF DRIVE TO BRICK RESIDENCE, 17.7 FT. NORTH OF
 FY2004'POWER POLE WITH ALUMINUM REF. TAG, 91.8 FT. NORTHEAST OF NORTHEAST
 FY2004'CORNER OF RESIDENCE, 7.6 FT. SOUTHEAST OF EAST END OF CULVERT UNDER
 FY2004'DRIVE AND 63.0 FT. SOUTH OF POWER POLE WITH TRANSFORMER AND ALUMINUM
 FY2004'REF. TAG.
 FY2004
 FY2004                          STATION RECOVERY (1981)
 FY2004
 FY2004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2004'RECOVERED IN GOOD CONDITION
 FY2004'THE MARK IS 2 FT ABOVE CENTERLINE OF HIGHWAY.
 FY2004
 FY2004                          STATION RECOVERY (1985)
 FY2004
 FY2004'RECOVERY NOTE BY US POWER SQUADRON 1985 (JHS)
 FY2004'RECOVERED IN GOOD CONDITION.
 FY2004
 FY2004                          STATION RECOVERY (1987)
 FY2004
 FY2004'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2004'RECOVERED IN GOOD CONDITION.
 FY2004
 FY2004                          STATION RECOVERY (1987)
 FY2004
 FY2004'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2004'RECOVERED IN GOOD CONDITION.
 FY2004
 FY2004                          STATION RECOVERY (1988)
 FY2004
 FY2004'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 FY2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0995 ***********************************************************************
 EZ0995  DESIGNATION -  BAILEY
 EZ0995  PID         -  EZ0995
 EZ0995  STATE/COUNTY-  NC/WAKE
 EZ0995  USGS QUAD   -  BAYLEAF (1987)
 EZ0995
 EZ0995                         *CURRENT SURVEY CONTROL
 EZ0995  ___________________________________________________________________
 EZ0995* NAD 83(2001)-  35 59 08.58534(N)    078 41 08.42524(W)     ADJUSTED  
 EZ0995* NAVD 88     -       113.168  (meters)     371.29   (feet)  ADJUSTED  
 EZ0995  ___________________________________________________________________
 EZ0995  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 EZ0995  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 EZ0995  DYNAMIC HT  -         113.074 (meters)     370.98  (feet)  COMP
 EZ0995  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 EZ0995
 EZ0995  HORZ ORDER  -  SECOND
 EZ0995  VERT ORDER  -  SECOND    CLASS 0
 EZ0995
 EZ0995.The horizontal coordinates were established by classical geodetic methods
 EZ0995.and adjusted by the National Geodetic Survey in August 2005.
 EZ0995
 EZ0995.The orthometric height was determined by differential leveling
 EZ0995.and adjusted in June 1991.
 EZ0995
 EZ0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0995
 EZ0995.The geoid height was determined by GEOID03.
 EZ0995
 EZ0995.The dynamic height is computed by dividing the NAVD 88
 EZ0995.geopotential number by the normal gravity value computed on the
 EZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0995.degrees latitude (g = 980.6199 gals.).
 EZ0995
 EZ0995.The modeled gravity was interpolated from observed gravity values.
 EZ0995
 EZ0995;                    North         East     Units Scale Factor Converg.
 EZ0995;SPC NC       -   248,060.960   637,945.813   MT  0.99995452   +0 10 53.1
 EZ0995;SPC NC       -   813,846.67  2,092,993.89   sFT  0.99995452   +0 10 53.1
 EZ0995;UTM  17      - 3,984,841.109   708,640.044   MT  1.00013641   +1 21 37.3
 EZ0995
 EZ0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0995!SPC NC       -   0.99998729  x   0.99995452  =   0.99994181
 EZ0995!UTM  17      -   0.99998729  x   1.00013641  =   1.00012370
 EZ0995
 EZ0995|---------------------------------------------------------------------|
 EZ0995| PID    Reference Object                     Distance      Geod. Az  |
 EZ0995|                                                           dddmmss.s |
 EZ0995| EZ0875 FN 45                               282.607 METERS 00141     |
 EZ0995| EZ0994 NEW                                 APPROX. 1.4 KM 1854332.5 |
 EZ0995|---------------------------------------------------------------------|
 EZ0995
 EZ0995                          SUPERSEDED SURVEY CONTROL
 EZ0995
 EZ0995  NAD 83(1986)-  35 59 08.59001(N)    078 41 08.44213(W) AD(       ) 2
 EZ0995  NAD 27      -  35 59 08.06270(N)    078 41 09.42288(W) AD(       ) 2
 EZ0995  NGVD 29 (??/??/92)  113.41   (m)          372.1    (f) COMPUTED    2 0
 EZ0995
 EZ0995.Superseded values are not recommended for survey control.
 EZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0995.See file dsdata.txt to determine how the superseded data were derived.
 EZ0995
 EZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0864084841(NAD 83)
 EZ0995_MARKER: DE = TRAVERSE STATION DISK
 EZ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0995_STAMPING: BAILEY 1970
 EZ0995_MARK LOGO: NCGS  
 EZ0995_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0995+STABILITY: SURFACE MOTION
 EZ0995
 EZ0995  HISTORY     - Date     Condition        Report By
 EZ0995  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0995  HISTORY     - 1973     GOOD             NCGS
 EZ0995  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0995  HISTORY     - 1987     GOOD             USPSQD
 EZ0995
 EZ0995                          STATION DESCRIPTION
 EZ0995
 EZ0995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0995'BAILEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0995'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0995'
 EZ0995'BAILEY IS LOCATED APPROXIMATELY 3.7 MILES NORTHWEST OF BAYLEAF AND
 EZ0995'5.9 MILES NNE OF LEESVILLE.  TO REACH STATION PROCEED FROM THE
 EZ0995'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 0.15 MILE TO
 EZ0995'STATION ON LEFT, ON TOP OF BANK NEAR TREE LINE, AND 0.9 MILE NORTH
 EZ0995'OF INTERSECTION OF NC 50 AND SR 1844.
 EZ0995'
 EZ0995'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0995'BAILEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0995'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0995'
 EZ0995'MARK IS--
 EZ0995'70.8 FEET ENE OF C/L OF NC 50.
 EZ0995'25.9 FEET SE OF ALUMINUM REF. TAG ON PP.
 EZ0995'35.6 FEET SSW OF ALUMINUM REF. TAG ON 10 INCH MAPLE TREE.
 EZ0995'21.4 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH SWEET GUM TREE.
 EZ0995'25.2 FEET NW OF ALUMINUM REF. TAG ON 10 INCH OAK TREE.
 EZ0995'36.5 FEET ENE OF EDGE OF ROAD BANK.
 EZ0995
 EZ0995                          STATION RECOVERY (1973)
 EZ0995
 EZ0995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0995'10.5 MI NNW FROM MILLBROOK.
 EZ0995'BAILEY IS LOCATED APPROXIMATELY 14.5 MILES NORTH OF CAPITOL
 EZ0995'SQUARE IN RALEIGH.  TO REACH STATION FROM INTERSECTION OF U.S.
 EZ0995'70 AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR
 EZ0995'10.0 MILES TO STATION ON RIGHT ON TOP OF A BANK, 0.15 MILES
 EZ0995'SOUTH OF INTERSECTION OF NC 50 AND NC 98, 70.8 FT E OF C/L OF NC
 EZ0995'50, 36.5 FT ENE OF EDGE OF ROAD BANK, 25.9 FT SE OF PP, 35.6
 EZ0995'FT SSW OF 10 IN MAPLE W/ALUMINUM REF. TAG, 21.4 FT WSW OF 10
 EZ0995'IN SWEET GUM W/ALUMINUM REF. TAG, AND 25.2 FT NW OF 10 IN OAK
 EZ0995'W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER FLUSH
 EZ0995'WITH THE SURFACE OF THE GROUND.
 EZ0995
 EZ0995                          STATION RECOVERY (1985)
 EZ0995
 EZ0995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0995'STATION HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 EZ0995
 EZ0995                          STATION RECOVERY (1987)
 EZ0995
 EZ0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5278 ***********************************************************************
 EZ5278  DESIGNATION -  BAILEY
 EZ5278  PID         -  EZ5278
 EZ5278  STATE/COUNTY-  NC/HARNETT
 EZ5278  USGS QUAD   -  ANGIER (1993)
 EZ5278
 EZ5278                         *CURRENT SURVEY CONTROL
 EZ5278  ___________________________________________________________________
 EZ5278* NAD 83(2001)-  35 31 10.77695(N)    078 44 26.00702(W)     ADJUSTED  
 EZ5278* NAVD 88     -       100.80   (+/-2cm)     330.7    (feet)  VERTCON   
 EZ5278  ___________________________________________________________________
 EZ5278  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EZ5278  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 EZ5278  HORZ ORDER  -  SECOND
 EZ5278  VERT ORDER  -  THIRD ? (See Below)
 EZ5278
 EZ5278.The horizontal coordinates were established by classical geodetic methods
 EZ5278.and adjusted by the National Geodetic Survey in August 2005.
 EZ5278
 EZ5278.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5278.The vertical order pertains to the NGVD 29 superseded value.
 EZ5278
 EZ5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5278
 EZ5278.The geoid height was determined by GEOID03.
 EZ5278
 EZ5278;                    North         East     Units Scale Factor Converg.
 EZ5278;SPC NC       -   196,340.123   633,131.774   MT  0.99988349   +0 08 59.1
 EZ5278;SPC NC       -   644,159.22  2,077,199.83   sFT  0.99988349   +0 08 59.1
 EZ5278;UTM  17      - 3,933,021.630   704,883.302   MT  1.00011732   +1 18 47.4
 EZ5278
 EZ5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5278!SPC NC       -   0.99998936  x   0.99988349  =   0.99987285
 EZ5278!UTM  17      -   0.99998936  x   1.00011732  =   1.00010668
 EZ5278
 EZ5278|---------------------------------------------------------------------|
 EZ5278| PID    Reference Object                     Distance      Geod. Az  |
 EZ5278|                                                           dddmmss.s |
 EZ5278| EZ5277 ANGIER WHITNEY BLAKE TANK           283.077 METERS 08639     |
 EZ5278| EZ0813 B 93                                250.959 METERS 16656     |
 EZ5278| EZ5268 ANGIER MUN TANK                     APPROX. 0.7 KM 1743537.8 |
 EZ5278|---------------------------------------------------------------------|
 EZ5278
 EZ5278                          SUPERSEDED SURVEY CONTROL
 EZ5278
 EZ5278  NAD 83(1986)-  35 31 10.77991(N)    078 44 26.01723(W) AD(       ) 2
 EZ5278  NAD 27      -  35 31 10.20768(N)    078 44 26.96712(W) AD(       ) 2
 EZ5278  NGVD 29 (07/19/86)  101.05   (m)          331.5    (f) LEVELING    3  
 EZ5278
 EZ5278.Superseded values are not recommended for survey control.
 EZ5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5278.See file dsdata.txt to determine how the superseded data were derived.
 EZ5278
 EZ5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0488333022(NAD 83)
 EZ5278_MARKER: DE = TRAVERSE STATION DISK
 EZ5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5278_SP_SET: CONCRETE POST
 EZ5278_STAMPING: BAILEY 1972
 EZ5278_MARK LOGO: NCGS  
 EZ5278_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5278+STABILITY: SURFACE MOTION
 EZ5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5278+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 EZ5278
 EZ5278  HISTORY     - Date     Condition        Report By
 EZ5278  HISTORY     - 1972     MONUMENTED       NCGS
 EZ5278  HISTORY     - 1972     GOOD             NCGS
 EZ5278  HISTORY     - 1984     GOOD             USPSQD
 EZ5278  HISTORY     - 19840101 GOOD             NCGS
 EZ5278  HISTORY     - 1985     GOOD             USPSQD
 EZ5278  HISTORY     - 19980623 GOOD             USPSQD
 EZ5278  HISTORY     - 20040304 GOOD             NCGS
 EZ5278  HISTORY     - 20061020 GOOD             GEOCAC
 EZ5278
 EZ5278                          STATION DESCRIPTION
 EZ5278
 EZ5278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5278'BAILEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5278'VICINITY OF ANGIER, NORTH CAROLINA.
 EZ5278'
 EZ5278'BAILEY IS LOCATED APPROXIMATELY 0.85 MILE NORTH OF ANGIER.  TO REACH
 EZ5278'STATION FROM THE INTERSECTION OF NC 210 (E. DEPOT ST.) AND
 EZ5278'BROAD STREET EAST IN ANGIER, PROCEED NORTHWEST ALONG N. BROAD ST.
 EZ5278'EAST FOR 0.95 MILE TO STATION ON RIGHT.  0.1 MILE SOUTH OF
 EZ5278'INTERSECTION OF OLD NC 55 (N. BROAD ST. EAST) WITH NC 55,
 EZ5278'APPROXIMATELY 30 FEET SOUTHEAST OF DRIVEWAY (E), APPROXIMATELY
 EZ5278'35 FEET EAST OF AND ACROSS ROAD FROM ENTRANCE TO PARKING LOT OF
 EZ5278'BLACK RIVER GROVE BAPTIST CHURCH, APPROXIMATELY 300 FEET NNE
 EZ5278'OF THE BAPTIST CHURCH AND IN NW CORNER OF LOT OWNED BY PAUL BAILEY
 EZ5278'CHEVROLET.
 EZ5278'
 EZ5278'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5278'BAILEY 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ5278'IS 1 INCH ABOVE THE GROUND.
 EZ5278'
 EZ5278'MARK IS--25.7 FEET ENE OF C/L OF N. BROAD ST. EAST.
 EZ5278'4.8 FEET SSE OF PP NO. 4 WITH ALUMINUM REF. TAG.
 EZ5278'12.4 FEET SE OF S END OF CULVERT UNDER CONCRETE DRIVEWAY EAST.
 EZ5278'63.1 FEET SW OF 24 INCH OAK WITH ALUMINUM REF. TAG.
 EZ5278'109.2 FEET W OF 36 INCH WHITE BIRCH WITH ALUMINUM REF. TAG.
 EZ5278
 EZ5278                          STATION RECOVERY (1972)
 EZ5278
 EZ5278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ5278'RECOVERED IN GOOD CONDITION.
 EZ5278
 EZ5278                          STATION RECOVERY (1984)
 EZ5278
 EZ5278'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ5278'BAILEY 1972 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ5278
 EZ5278                          STATION RECOVERY (1984)
 EZ5278
 EZ5278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ5278'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ5278'LOCATED 31.15 METERS (102.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 EZ5278'PAUL BAILEY CHEVROLET BUILDING.
 EZ5278'STATION PROJECTS 1 INCH ABOVE GROUND AND IS 2 FT HIGHER THAN THE
 EZ5278'HIGHWAY.
 EZ5278
 EZ5278                          STATION RECOVERY (1985)
 EZ5278
 EZ5278'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ5278'RECOVERED IN GOOD CONDITION.
 EZ5278
 EZ5278                          STATION RECOVERY (1998)
 EZ5278
 EZ5278'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ5278'RECOVERED IN GOOD CONDITION.
 EZ5278
 EZ5278                          STATION RECOVERY (2004)
 EZ5278
 EZ5278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5278'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND UPDATES.
 EZ5278' 
 EZ5278'MARK PROJECTS 9-IN ABOVE THE GROUND.  STATION IS LOCATED 38.6 FT (11.8
 EZ5278'M) EAST-NORTHEAST OF THE CENTERLINE OF NORTH BROAD ST EAST, 35.6 FT
 EZ5278'(10.9 M) SOUTH OF THE SOUTHEAST END OF CULVERT UNDER GRAVEL DRIVE, 8.6
 EZ5278'FT (2.6 M) EAST-SOUTHEAST OF SEWER MANHOLE COVER, 3.1 FT (0.9 M) SOUTH
 EZ5278'OF POWER POLE (65K H520BH), AND 64.4 FT (19.6 M) SOUTHWEST OF A 24-IN
 EZ5278'OAK WITH REFERENCE TAG.
 EZ5278
 EZ5278                          STATION RECOVERY (2006)
 EZ5278
 EZ5278'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ5278'RECOVERED IN GOOD CONDITION. MONUMENT PROJECTS 9 INCHES. ADD THAT
 EZ5278'STATION IS 1.3 FEET NNE FROM A WOOD FENCE POST, AND 9 FEET EAST OF A
 EZ5278'SEWER MANHOLE.
 EZ5278' 
 EZ5278' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5726 ***********************************************************************
 EZ5726  DESIGNATION -  BAILEY
 EZ5726  PID         -  EZ5726
 EZ5726  STATE/COUNTY-  NC/MONTGOMERY
 EZ5726  USGS QUAD   -  MOUNT GILEAD EAST (1994)
 EZ5726
 EZ5726                         *CURRENT SURVEY CONTROL
 EZ5726  ___________________________________________________________________
 EZ5726* NAD 83(2001)-  35 10 02.20093(N)    079 57 51.35187(W)     ADJUSTED  
 EZ5726* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 EZ5726  ___________________________________________________________________
 EZ5726  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 EZ5726  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 EZ5726  HORZ ORDER  -  SECOND
 EZ5726
 EZ5726.The horizontal coordinates were established by classical geodetic methods
 EZ5726.and adjusted by the National Geodetic Survey in August 2005.
 EZ5726
 EZ5726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5726
 EZ5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5726
 EZ5726.The geoid height was determined by GEOID03.
 EZ5726
 EZ5726;                    North         East     Units Scale Factor Converg.
 EZ5726;SPC NC       -   157,645.129   521,767.282   MT  0.99987367   -0 33 23.6
 EZ5726;SPC NC       -   517,207.39  1,711,831.49   sFT  0.99987367   -0 33 23.6
 EZ5726;UTM  17      - 3,892,084.876   594,321.585   MT  0.99970964   +0 35 47.7
 EZ5726
 EZ5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5726!SPC NC       -   0.99999206  x   0.99987367  =   0.99986573
 EZ5726!UTM  17      -   0.99999206  x   0.99970964  =   0.99970170
 EZ5726
 EZ5726                          SUPERSEDED SURVEY CONTROL
 EZ5726
 EZ5726  NAD 83(1986)-  35 10 02.21783(N)    079 57 51.38815(W) AD(       ) 2
 EZ5726  NGVD 29 (03/28/90)   81.4    (m)          267.     (f) VERT ANG    3  
 EZ5726
 EZ5726.Superseded values are not recommended for survey control.
 EZ5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5726.See file dsdata.txt to determine how the superseded data were derived.
 EZ5726
 EZ5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9432292085(NAD 83)
 EZ5726_MARKER: DE = TRAVERSE STATION DISK
 EZ5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5726_STAMPING: BAILEY 1977
 EZ5726_MARK LOGO: NCGS  
 EZ5726_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5726+STABILITY: SURFACE MOTION
 EZ5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5726+SATELLITE: SATELLITE OBSERVATIONS - July 26, 1993
 EZ5726
 EZ5726  HISTORY     - Date     Condition        Report By
 EZ5726  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5726  HISTORY     - 19930726 GOOD             NCGS
 EZ5726
 EZ5726                          STATION DESCRIPTION
 EZ5726
 EZ5726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5726'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES SOUTHEAST OF MT GILEAD
 EZ5726'AND 13.2 MILES NORTHWEST OF ELLERBE.
 EZ5726'
 EZ5726'TO REACH STATION FROM THE INTERSECTION OF NC 73 WITH NC 731 (ALLENTON
 EZ5726'ROAD) IN MT GILEAD, PROCEED SOUTHEASTERLY ALONG NC 73 FOR 4.1 MILES TO
 EZ5726'STATION ON THE RIGHT AND ON PROLONGATION OF THE EAST SIDE OF S. E.
 EZ5726'BAILEYS SHINGLED RESIDENCE AND 0.1 MILE SOUTHEAST OF SR 1119 (SOUTH)
 EZ5726'INTERSECTION AND 0.2 MILE WEST OF ROAD (LEFT) TO MOUNTAIN GROVE CHURCH
 EZ5726'STATION MARK IS A STANDARD DISK STAMPED---BAILEY 1977---SET IN THE TOP
 EZ5726'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.  THE
 EZ5726'MARK IS 26.4 FEET SOUTHWEST OF CENTERLINE OF NC 73, 36.4 FEET WEST-
 EZ5726'NORTHWEST OF NORTHWEST END OF DRIVEWAY CULVERT, 115.5 FEET NORTHEAST
 EZ5726'OF SOUTHEAST CORNER OF HOUSE (NEW ADDITION), 76.6 FEET NORTH OF
 EZ5726'NORTHERNMOST CORNER OF BLOCK WELL HOUSE AND 72.2 FEET EAST OF POWER
 EZ5726'POLE 6703 WITH TRANSFORMER AND REFERENCE TAG.
 EZ5726
 EZ5726                          STATION RECOVERY (1993)
 EZ5726
 EZ5726'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 EZ5726'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4433 ***********************************************************************
 FY4433  DESIGNATION -  BAILEY
 FY4433  PID         -  FY4433
 FY4433  STATE/COUNTY-  NC/VANCE
 FY4433  USGS QUAD   -  MIDDLEBURG (1982)
 FY4433
 FY4433                         *CURRENT SURVEY CONTROL
 FY4433  ___________________________________________________________________
 FY4433* NAD 83(2001)-  36 28 13.57395(N)    078 20 31.11619(W)     ADJUSTED  
 FY4433* NAVD 88     -       117.2    (meters)     385.     (feet)  VERTCON   
 FY4433  ___________________________________________________________________
 FY4433  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 FY4433  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FY4433  HORZ ORDER  -  SECOND
 FY4433
 FY4433.The horizontal coordinates were established by classical geodetic methods
 FY4433.and adjusted by the National Geodetic Survey in August 2005.
 FY4433
 FY4433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4433
 FY4433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4433
 FY4433.The geoid height was determined by GEOID03.
 FY4433
 FY4433;                    North         East     Units Scale Factor Converg.
 FY4433;SPC NC       -   301,998.677   668,582.057   MT  1.00009896   +0 22 47.2
 FY4433;SPC NC       -   990,807.33  2,193,506.30   sFT  1.00009896   +0 22 47.2
 FY4433;UTM  17      - 4,039,413.845   738,155.714   MT  1.00029885   +1 34 50.5
 FY4433
 FY4433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4433!SPC NC       -   0.99998674  x   1.00009896  =   1.00008570
 FY4433!UTM  17      -   0.99998674  x   1.00029885  =   1.00028559
 FY4433
 FY4433                          SUPERSEDED SURVEY CONTROL
 FY4433
 FY4433  NAD 83(1993)-  36 28 13.57524(N)    078 20 31.11527(W) AD(       ) 2
 FY4433  NAD 83(1986)-  36 28 13.57217(N)    078 20 31.12528(W) AD(       ) 2
 FY4433  NGVD 29 (07/10/92)  117.5    (m)          385.     (f) VERT ANG    3  
 FY4433
 FY4433.Superseded values are not recommended for survey control.
 FY4433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4433.See file dsdata.txt to determine how the superseded data were derived.
 FY4433
 FY4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3815639414(NAD 83)
 FY4433_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4433_SP_SET: CONCRETE POST
 FY4433_STAMPING: BAILEY 1985
 FY4433_MARK LOGO: NCGS  
 FY4433_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4433+STABILITY: SURFACE MOTION
 FY4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY4433+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 FY4433
 FY4433  HISTORY     - Date     Condition        Report By
 FY4433  HISTORY     - 1985     MONUMENTED       NCGS
 FY4433  HISTORY     - 20050416 GOOD             USPSQD
 FY4433
 FY4433                          STATION DESCRIPTION
 FY4433
 FY4433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4433'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST-NORTHWEST OF DREWRY, AND
 FY4433'16.4 KM (10.2 MI) NORTH-NORTHEAST OF HENDERSON.
 FY4433'PROCEED ALONG SR 1366 (BULLOCKSVILLE PARK ROAD), 2.2 KM (1.35 MI) WEST
 FY4433'FROM DREWRY TO SR 1365 ON RIGHT, THENCE NORTH-NORTHWEST ALONG SR 1365,
 FY4433'1.5 KM (0.9 MI) TO STATION ON LEFT, AT WOODS LINE, AND 0.2 KM
 FY4433'(0.1 MI) NORTHWEST OF SR 1408 INTERSECTION.
 FY4433'STATION IS A STANDARD NCGS DISK STAMPED---BAILEY 1985---, SET INTO THE
 FY4433'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 8 CM
 FY4433'ABOVE GROUND.  LOCATED 12.98 METERS (42.6 FT) WEST-SOUTHWEST FROM THE
 FY4433'CENTERLINE OF ROAD, 21.52 METERS (70.6 FT) WEST-NORTHWEST FROM THE
 FY4433'EAST END OF HIGHWAY CULVERT, 8.35 METERS (27.4 FT) NORTHWEST FROM THE
 FY4433'WEST END OF HIGHWAY CULVERT, 38.59 METERS (126.6 FT) SOUTH-SOUTHWEST
 FY4433'FROM THE SOUTH END OF DRIVEWAY CULVERT,--AND 37.46 METERS (122.9 FT)
 FY4433'SOUTH FROM A POWER BRACE POLE AND 5.49 METERS (18.0 FT) EAST FROM A
 FY4433'TRIPLE-TRUNK 15 INCH GUM--BOTH WITH REFERENCE TAGS.
 FY4433'MARK IS 4 FEET BELOW ROAD LEVEL.
 FY4433
 FY4433                          STATION RECOVERY (2005)
 FY4433
 FY4433'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY4433'N 36 28.227
 FY4433'W 078 20.516
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3798 ***********************************************************************
 FB3798  DESIGNATION -  BAILEY
 FB3798  PID         -  FB3798
 FB3798  STATE/COUNTY-  NC/MADISON
 FB3798  USGS QUAD   -  MARS HILL (1990)
 FB3798
 FB3798                         *CURRENT SURVEY CONTROL
 FB3798  ___________________________________________________________________
 FB3798* NAD 83(2001)-  35 49 54.00640(N)    082 34 49.40273(W)     ADJUSTED  
 FB3798* NAVD 88     -       750.7    (meters)    2463.     (feet)  VERTCON   
 FB3798  ___________________________________________________________________
 FB3798  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FB3798  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB3798  HORZ ORDER  -  SECOND
 FB3798
 FB3798.The horizontal coordinates were established by classical geodetic methods
 FB3798.and adjusted by the National Geodetic Survey in August 2005.
 FB3798
 FB3798.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3798
 FB3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3798
 FB3798.The geoid height was determined by GEOID03.
 FB3798
 FB3798;                    North         East     Units Scale Factor Converg.
 FB3798;SPC NC       -   236,757.081   286,190.246   MT  0.99992370   -2 03 59.4
 FB3798;SPC NC       -   776,760.52    938,942.50   sFT  0.99992370   -2 03 59.4
 FB3798;UTM  17      - 3,966,430.923   357,255.408   MT  0.99985108   -0 55 31.2
 FB3798
 FB3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3798!SPC NC       -   0.99988691  x   0.99992370  =   0.99981062
 FB3798!UTM  17      -   0.99988691  x   0.99985108  =   0.99973801
 FB3798
 FB3798:                Primary Azimuth Mark                     Grid Az
 FB3798:SPC NC       -  LOCUST GROVE CHURCH SPIRE                168 04 08.1
 FB3798:UTM  17      -  LOCUST GROVE CHURCH SPIRE                166 55 39.9
 FB3798
 FB3798|---------------------------------------------------------------------|
 FB3798| PID    Reference Object                     Distance      Geod. Az  |
 FB3798|                                                           dddmmss.s |
 FB3798| CS7441 LOCUST GROVE CHURCH SPIRE                          1660008.7 |
 FB3798|---------------------------------------------------------------------|
 FB3798
 FB3798                          SUPERSEDED SURVEY CONTROL
 FB3798
 FB3798  NAD 83(1995)-  35 49 54.00649(N)    082 34 49.40312(W) AD(       ) 2
 FB3798  NAD 83(1986)-  35 49 54.01632(N)    082 34 49.40424(W) AD(       ) 2
 FB3798  NGVD 29 (02/22/93)  750.8    (m)         2463.     (f) VERT ANG    3  
 FB3798
 FB3798.Superseded values are not recommended for survey control.
 FB3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3798.See file dsdata.txt to determine how the superseded data were derived.
 FB3798
 FB3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5725566431(NAD 83)
 FB3798_MARKER: DE = TRAVERSE STATION DISK
 FB3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3798_SP_SET: CONCRETE POST
 FB3798_STAMPING: BAILEY 1982
 FB3798_MARK LOGO: NCGS  
 FB3798_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3798+STABILITY: SURFACE MOTION
 FB3798
 FB3798  HISTORY     - Date     Condition        Report By
 FB3798  HISTORY     - 1982     MONUMENTED       NCGS
 FB3798
 FB3798                          STATION DESCRIPTION
 FB3798
 FB3798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3798'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) WEST OF MARS HILL AND
 FB3798'10.0 KM (6.2 MI) NORTHEAST OF MARSHALL.
 FB3798'PROCEED ALONG NC 213 FOR 3.0 KM (1.85 MI) WEST FROM THE INTERSECTION
 FB3798'WITH SR 1609 (IN MARS HILL), TO A GRAVEL ROAD ON THE RIGHT (AT BAILEY
 FB3798'GAP), THENCE WEST ALONG THE GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO THE
 FB3798'STATION AT THE TOP OF A CUT.
 FB3798'THE STATION IS A STANDARD NCGS DISK STAMPED---BAILEY 1982---, SET INTO
 FB3798'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 10
 FB3798'CM ABOVE GROUND.  LOCATED 3.4 METERS (11.0 FT) NORTH OF THE CENTERLINE
 FB3798'OF THE GRAVEL ROAD, 0.7 METER (2.3 FT) EAST OF A D.O.T. RIGHT-OF-WAY
 FB3798'MONUMENT--AND 10.3 METERS (33.8 FT) WEST-SOUTHWEST OF AN 18-INCH
 FB3798'DOUBLE OAK, 6.0 METERS (19.8 FT) SOUTH-SOUTHEAST OF AN 18-INCH WHITE
 FB3798'OAK, 17.6 METERS (57.8 FT) EAST OF A 15-INCH DOUBLE WHITE OAK, AND
 FB3798'47.4 METERS (155.5 FT) WEST OF A POWER POLE--ALL FOUR WITH REFERENCE
 FB3798'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7639 ***********************************************************************
 AC7639  DESIGNATION -  BAILEY
 AC7639  PID         -  AC7639
 AC7639  STATE/COUNTY-  NC/ONSLOW
 AC7639  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 AC7639
 AC7639                         *CURRENT SURVEY CONTROL
 AC7639  ___________________________________________________________________
 AC7639* NAD 83(2001)-  34 45 10.19174(N)    077 27 24.60557(W)     ADJUSTED  
 AC7639* NAVD 88     -         4.942  (meters)      16.21   (feet)  ADJUSTED  
 AC7639  ___________________________________________________________________
 AC7639  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AC7639  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 AC7639  DYNAMIC HT  -           4.937 (meters)      16.20  (feet)  COMP
 AC7639  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 AC7639
 AC7639  HORZ ORDER  -  SECOND
 AC7639  VERT ORDER  -  SECOND    CLASS I
 AC7639
 AC7639.The horizontal coordinates were established by classical geodetic methods
 AC7639.and adjusted by the National Geodetic Survey in August 2005.
 AC7639
 AC7639.The orthometric height was determined by differential leveling
 AC7639.and adjusted in December 2008.
 AC7639
 AC7639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7639
 AC7639.The geoid height was determined by GEOID03.
 AC7639
 AC7639.The dynamic height is computed by dividing the NAVD 88
 AC7639.geopotential number by the normal gravity value computed on the
 AC7639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7639.degrees latitude (g = 980.6199 gals.).
 AC7639
 AC7639.The modeled gravity was interpolated from observed gravity values.
 AC7639
 AC7639;                    North         East     Units Scale Factor Converg.
 AC7639;SPC NC       -   112,343.119   750,877.863   MT  0.99991025   +0 53 26.4
 AC7639;SPC NC       -   368,579.05  2,463,505.12   sFT  0.99991025   +0 53 26.4
 AC7639;UTM  18      - 3,848,382.990   275,113.370   MT  1.00022338   -1 24 03.9
 AC7639
 AC7639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7639!SPC NC       -   1.00000504  x   0.99991025  =   0.99991529
 AC7639!UTM  18      -   1.00000504  x   1.00022338  =   1.00022842
 AC7639
 AC7639                          SUPERSEDED SURVEY CONTROL
 AC7639
 AC7639  NAD 83(1986)-  34 45 10.20183(N)    077 27 24.61547(W) AD(       ) 2
 AC7639  NAVD 88 (09/30/05)    4.944  (m)           16.22   (f) UNKNOWN     2 1
 AC7639
 AC7639.Superseded values are not recommended for survey control.
 AC7639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7639.See file dsdata.txt to determine how the superseded data were derived.
 AC7639
 AC7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7511348383(NAD 83)
 AC7639_MARKER: DE = TRAVERSE STATION DISK
 AC7639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7639_STAMPING: BAILEY 1985
 AC7639_MARK LOGO: NCGS  
 AC7639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC7639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7639+STABILITY: SURFACE MOTION
 AC7639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7639+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 AC7639
 AC7639  HISTORY     - Date     Condition        Report By
 AC7639  HISTORY     - 1985     MONUMENTED       NCGS
 AC7639  HISTORY     - 20030219 GOOD             NCGS
 AC7639
 AC7639                          STATION DESCRIPTION
 AC7639
 AC7639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AC7639'STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) WEST OF JACKSONVILLE. ALONG
 AC7639'NC 258 AND NC 24 FOR 0.6 KM (0.4 MI) WEST FROM US 17EAST FROM NC 53),
 AC7639'NEAR A SMALL FRAME RESIDENCE, ACROSS THE ROAD FROM A BLUE METAL
 AC7639'BUILDING. MARK IS RECESSED 3 INCHES BELOW GROUND AND IS 1 FOOT HIGHER
 AC7639'THAN THE HIGHWAY.  LOCATED 7.01 M (23.00 FT) SOUTH-SOUTHWEST OF THE
 AC7639'CENTERLINE OF EAST BOUND US 258, 7.6 M (24.9 FT) EAST-SOUTHEAST OF THE
 AC7639'CENTER OF A SOIL DRIVE, 20.6 M (67.6 FT) NORTHEAST OF A 24-INCH PECAN,
 AC7639'19.35 M (63.48 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A PORCH,
 AC7639'27.92 M (91.60 FT) WEST-SOUTHWEST OF A METAL CATCH BASIN ON THE
 AC7639'OPPOSITE SIDE OF US 258, AND 33.35 M (109.42 FT) EAST-SOUTHEAST OF A
 AC7639'POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG.
 AC7639
 AC7639                          STATION RECOVERY (2003)
 AC7639
 AC7639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 AC7639'RECOVERED AS DESCRIBED WITH CORRECTION. REFERENCED 24-INCH PECAN IS
 AC7639'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5146 ***********************************************************************
 AE5146  DESIGNATION -  BAILEY
 AE5146  PID         -  AE5146
 AE5146  STATE/COUNTY-  NC/CARTERET
 AE5146  USGS QUAD   -  CORE CREEK (1994)
 AE5146
 AE5146                         *CURRENT SURVEY CONTROL
 AE5146  ___________________________________________________________________
 AE5146* NAD 83(2001)-  34 45 43.09787(N)    076 43 35.72119(W)     ADJUSTED  
 AE5146* NAVD 88     -         3.3    (meters)      11.     (feet)  VERT ANG  
 AE5146  ___________________________________________________________________
 AE5146  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AE5146  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AE5146  HORZ ORDER  -  SECOND
 AE5146
 AE5146.The horizontal coordinates were established by classical geodetic methods
 AE5146.and adjusted by the National Geodetic Survey in August 2005.
 AE5146
 AE5146.The orthometric height was determined by vertical angle observations.
 AE5146
 AE5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5146
 AE5146.The geoid height was determined by GEOID03.
 AE5146
 AE5146;                    North         East     Units Scale Factor Converg.
 AE5146;SPC NC       -   114,641.898   817,698.766   MT  0.99990889   +1 18 43.7
 AE5146;SPC NC       -   376,120.96  2,682,733.37   sFT  0.99990889   +1 18 43.7
 AE5146;UTM  18      - 3,848,004.900   341,982.553   MT  0.99990776   -0 59 04.7
 AE5146
 AE5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5146!SPC NC       -   1.00000536  x   0.99990889  =   0.99991425
 AE5146!UTM  18      -   1.00000536  x   0.99990776  =   0.99991312
 AE5146
 AE5146                          SUPERSEDED SURVEY CONTROL
 AE5146
 AE5146  NAD 83(1986)-  34 45 43.10757(N)    076 43 35.72927(W) AD(       ) 2
 AE5146
 AE5146.Superseded values are not recommended for survey control.
 AE5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5146.See file dsdata.txt to determine how the superseded data were derived.
 AE5146
 AE5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4198348005(NAD 83)
 AE5146_MARKER: DE = TRAVERSE STATION DISK
 AE5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5146_STAMPING: BAILEY 1984
 AE5146_MARK LOGO: NCGS  
 AE5146_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5146+STABILITY: SURFACE MOTION
 AE5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5146+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 AE5146
 AE5146  HISTORY     - Date     Condition        Report By
 AE5146  HISTORY     - 1984     MONUMENTED       NCGS
 AE5146  HISTORY     - 20030501 GOOD             USPSQD
 AE5146  HISTORY     - 20051031 GOOD             USPSQD
 AE5146
 AE5146                          STATION DESCRIPTION
 AE5146
 AE5146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5146'STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) NORTH OF MOREHEAD CITY, AND
 AE5146'6.6 KM (4.1 MI) NORTHWEST OF BEAUFORT.$PROCEED ALONG SR 1176 FOR 4.0
 AE5146'KM (2.5 MI) NORTH FROM US 70 TO SR 1295, THENCE ALONG SR 1295 FOR 0.4
 AE5146'KM (0.2 MI) NORTH TO T-INTERSECTION, THENCE LEFT FOR ABOUT 200 FEET TO
 AE5146'G.B. BAILEY RESIDENCE AND STATION IN THE BACKYARD.$MARK IS RECESSED 2
 AE5146'INCHES BELOW GROUND.  LOCATED 20.18 M (66.21 FT) NORTH-NORTHEAST FROM
 AE5146'THE NORTHEAST CORNER OF THE CARPORT OF BAILEY HOUSE, 8.96 M (29.40 FT)
 AE5146'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A STORAGE BULDING, 10.36
 AE5146'M (33.99 FT) WEST-NORTHWEST FROM A CHAIN LINK FENCE CORNER, 20.15 M
 AE5146'(66.11 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A 2-STORY
 AE5146'HOUSE, AND 5.97 M (19.59 FT) WEST FROM AN OAK CLUSTER WITH REFERENCE
 AE5146'TAG.
 AE5146
 AE5146                          STATION RECOVERY (2003)
 AE5146
 AE5146'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 AE5146'BAILEY 2327 STRD 1296
 AE5146
 AE5146                          STATION RECOVERY (2005)
 AE5146
 AE5146'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AE5146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8193 ***********************************************************************
 AF8193  DESIGNATION -  BAILEY
 AF8193  PID         -  AF8193
 AF8193  STATE/COUNTY-  NC/RUTHERFORD
 AF8193  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8193
 AF8193                         *CURRENT SURVEY CONTROL
 AF8193  ___________________________________________________________________
 AF8193* NAD 83(2001)-  35 19 48.23770(N)    081 57 21.90920(W)     ADJUSTED  
 AF8193* NAVD 88     -       311.4    (meters)    1022.     (feet)  VERT ANG  
 AF8193  ___________________________________________________________________
 AF8193  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AF8193  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AF8193  HORZ ORDER  -  SECOND
 AF8193
 AF8193.The horizontal coordinates were established by classical geodetic methods
 AF8193.and adjusted by the National Geodetic Survey in August 2005.
 AF8193
 AF8193.The orthometric height was determined by vertical angle observations.
 AF8193
 AF8193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8193
 AF8193.The geoid height was determined by GEOID03.
 AF8193
 AF8193;                    North         East     Units Scale Factor Converg.
 AF8193;SPC NC       -   179,277.682   340,907.359   MT  0.99987352   -1 42 22.2
 AF8193;SPC NC       -   588,180.20  1,118,460.23   sFT  0.99987352   -1 42 22.2
 AF8193;UTM  17      - 3,910,066.407   413,106.017   MT  0.99969305   -0 33 10.5
 AF8193
 AF8193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8193!SPC NC       -   0.99995613  x   0.99987352  =   0.99982966
 AF8193!UTM  17      -   0.99995613  x   0.99969305  =   0.99964920
 AF8193
 AF8193                          SUPERSEDED SURVEY CONTROL
 AF8193
 AF8193  NAD 83(1986)-  35 19 48.25018(N)    081 57 21.91160(W) AD(       ) 2
 AF8193
 AF8193.Superseded values are not recommended for survey control.
 AF8193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8193.See file dsdata.txt to determine how the superseded data were derived.
 AF8193
 AF8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1310610066(NAD 83)
 AF8193_MARKER: DE = TRAVERSE STATION DISK
 AF8193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8193_STAMPING: BAILEY 1985
 AF8193_MARK LOGO: NCGS  
 AF8193_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8193+STABILITY: SURFACE MOTION
 AF8193
 AF8193  HISTORY     - Date     Condition        Report By
 AF8193  HISTORY     - 1985     MONUMENTED       NCGS
 AF8193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AF8193  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AF8193  HISTORY     - 20050913 POOR             USPSQD
 AF8193
 AF8193                          STATION DESCRIPTION
 AF8193
 AF8193'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8193'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) SOUTHWEST OF SPINDALE, AND
 AF8193'4.0 KM (2.50 MI) SOUTH OF RUTHERFORDTON. ALONG US 221 FOR 4.1 KM (2.55
 AF8193'MI) SOUTH-SOUTHEAST OF THE US 74-US 221A INTERSECTION IN
 AF8193'RUTHERFORDTON, OR 0.3 KM (0.20 MI) SOUTHEAST OF SR 1191, AT TOP OF
 AF8193'CONCRETE BLOCK STEPS. MARK IS RECESSED 4 INCHES BELOW GROUND AND IS
 AF8193'8-FEET HIGHER THAN US 221. LOCATED 11.58 M (37.99 FT) SOUTHWEST OF THE
 AF8193'CENTERLINE OF US 221, 23.59 M (77.39 FT) NORTHWEST OF 10-INCH CEDAR,
 AF8193'23.56 M (77.30 FT) NORTH OF 18-INCH WHITE OAK, AND 23.04 M (75.59 FT)
 AF8193'EAST-NORTHEAST OF 12-INCH WHITE OAK.
 AF8193
 AF8193                          STATION RECOVERY (2001)
 AF8193
 AF8193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AF8193
 AF8193                          STATION RECOVERY (2004)
 AF8193
 AF8193'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 AF8193'MARK NOT FOUND.
 AF8193
 AF8193                          STATION RECOVERY (2005)
 AF8193
 AF8193'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 AF8193'ADDITIONAL INFORMATION      STATION REPORTED AS NOT FOUND IN 1992
 AF8193'STATION IS LEANING AS IF HIT BY FARM EQUIPMENT
 AF8193'77.4 FT NW OF A 20 INCH CEDAR
 AF8193'75.6 FT ENE OF A 22 INCH WHITE OAK
 AF8193'8 FT ESE OF E GATE POST
 AF8193'9 FT S OF CORNER FENCE POST
 AF8193'STATION LOCATED INSIDE OF A PASTURE AND THERE ARE NO STEPS PRESENT
 AF8193' 
 AF8193' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4929 ***********************************************************************
 AJ4929  DESIGNATION -  BAILEY
 AJ4929  PID         -  AJ4929
 AJ4929  STATE/COUNTY-  NC/BRUNSWICK
 AJ4929  USGS QUAD   -  SHALLOTTE (1990)
 AJ4929
 AJ4929                         *CURRENT SURVEY CONTROL
 AJ4929  ___________________________________________________________________
 AJ4929* NAD 83(2007)-  33 59 03.32961(N)    078 23 04.02243(W)     ADJUSTED  
 AJ4929* NAVD 88     -        12.65   (meters)      41.5    (feet)  LEVELING  
 AJ4929  ___________________________________________________________________
 AJ4929  EPOCH DATE  -        2002.00
 AJ4929  X           -   1,065,957.221 (meters)                     COMP
 AJ4929  Y           -  -5,185,793.267 (meters)                     COMP
 AJ4929  Z           -   3,544,985.921 (meters)                     COMP
 AJ4929  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 AJ4929  ELLIP HEIGHT-         -23.106 (meters)          (02/10/07) ADJUSTED
 AJ4929  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 AJ4929
 AJ4929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4929  Type    PID    Designation                      North   East  Ellip
 AJ4929  -------------------------------------------------------------------
 AJ4929  NETWORK AJ4929 BAILEY                            0.67   0.55   2.29
 AJ4929  -------------------------------------------------------------------
 AJ4929  VERT ORDER  -  THIRD ?
 AJ4929
 AJ4929.The horizontal coordinates were established by GPS observations
 AJ4929.and adjusted by the National Geodetic Survey in February 2007.
 AJ4929
 AJ4929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4929.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4929.The epoch date for horizontal control is a decimal equivalence
 AJ4929.of Year/Month/Day.
 AJ4929
 AJ4929.The orthometric height was determined by differential leveling.
 AJ4929.The vertical network tie was performed by a horz. field party for horz.
 AJ4929.obs reductions. Reset procedures were used to establish the elevation.
 AJ4929
 AJ4929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4929
 AJ4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4929
 AJ4929.The ellipsoidal height was determined by GPS observations
 AJ4929.and is referenced to NAD 83.
 AJ4929
 AJ4929.The geoid height was determined by GEOID03.
 AJ4929
 AJ4929;                    North         East     Units Scale Factor Converg.
 AJ4929;SPC NC       -    26,164.500   666,485.273   MT  1.00011493   +0 21 19.0
 AJ4929;SPC NC       -    85,841.36  2,186,627.10   sFT  1.00011493   +0 21 19.0
 AJ4929;UTM  17      - 3,763,494.479   741,616.586   MT  1.00031971   +1 27 45.8
 AJ4929
 AJ4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4929!SPC NC       -   1.00000363  x   1.00011493  =   1.00011856
 AJ4929!UTM  17      -   1.00000363  x   1.00031971  =   1.00032334
 AJ4929
 AJ4929                          SUPERSEDED SURVEY CONTROL
 AJ4929
 AJ4929  NAD 83(2001)-  33 59 03.32972(N)    078 23 04.02198(W) AD(       ) 1
 AJ4929  ELLIP H (03/13/03)  -23.096  (m)                       GP(       ) 4 2
 AJ4929  NAD 83(1986)-  33 59 03.33873(N)    078 23 04.03131(W) AD(       ) 1
 AJ4929
 AJ4929.Superseded values are not recommended for survey control.
 AJ4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4929.See file dsdata.txt to determine how the superseded data were derived.
 AJ4929
 AJ4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4161763494(NAD 83)
 AJ4929_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4929_STAMPING: BAILEY 1999
 AJ4929_MARK LOGO: NCGS  
 AJ4929_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ4929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4929+STABILITY: SURFACE MOTION
 AJ4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4929+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2007
 AJ4929
 AJ4929  HISTORY     - Date     Condition        Report By
 AJ4929  HISTORY     - 1999     MONUMENTED       NCGS
 AJ4929  HISTORY     - 19990921 GOOD             NCGS
 AJ4929  HISTORY     - 20070130 GOOD             NCGS
 AJ4929
 AJ4929                          STATION DESCRIPTION
 AJ4929
 AJ4929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4929'STATION IS LOCATED IN SHALLOTTE.  ALONG SR 1357 (SMITH AVENUE) FOR 0.3
 AJ4929'MI (0.5 KM) NORTHWEST FROM THE POST OFFICE IN SHALLOTTE, AT SR 1362
 AJ4929'(BAILEY STREET) , IN THE SOUTH QUADRANT.  MARK IS LEVEL WITH SR 1357
 AJ4929'AND RECESSED 3 INCHES BELOW THE GROUND. LOCATED 27.8 FT (8.5 M)
 AJ4929'SOUTHWEST OF THE CENTERLINE OF SR 1357, 42.0 FT (12.8 M) SOUTH OF THE
 AJ4929'CENTERLINE INTERSECTION OF SMITH/BAILEY STREET, AND 12.0 FT (3.7 M)
 AJ4929'SOUTHEAST OF SERVICE/GUY POLE (C3513) WITH REFERENCE TAG AND TWO GUY
 AJ4929'WIRES.
 AJ4929
 AJ4929                          STATION RECOVERY (1999)
 AJ4929
 AJ4929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4929'RECOVERED AS DESCRIBED.
 AJ4929
 AJ4929                          STATION RECOVERY (2007)
 AJ4929
 AJ4929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (EJH)
 AJ4929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6454 ***********************************************************************
 DE6454  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6454  DESIGNATION -  BAILEY
 DE6454  PID         -  DE6454
 DE6454  STATE/COUNTY-  NC/CURRITUCK
 DE6454  USGS QUAD   -  CURRITUCK (1982)
 DE6454
 DE6454                         *CURRENT SURVEY CONTROL
 DE6454  ___________________________________________________________________
 DE6454* NAD 83(2007)-  36 27 18.07687(N)    076 02 43.28361(W)     ADJUSTED  
 DE6454* NAVD 88     -         0.57   (meters)       1.9    (feet)  GPS OBS   
 DE6454  ___________________________________________________________________
 DE6454  EPOCH DATE  -        2002.00
 DE6454  X           -   1,238,596.606 (meters)                     COMP
 DE6454  Y           -  -4,984,546.187 (meters)                     COMP
 DE6454  Z           -   3,768,898.928 (meters)                     COMP
 DE6454  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 DE6454  ELLIP HEIGHT-         -37.456 (meters)          (02/10/07) ADJUSTED
 DE6454  GEOID HEIGHT-         -38.03  (meters)                     GEOID03
 DE6454
 DE6454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6454  Type    PID    Designation                      North   East  Ellip
 DE6454  -------------------------------------------------------------------
 DE6454  NETWORK DE6454 BAILEY                            0.45   0.37   1.04
 DE6454  -------------------------------------------------------------------
 DE6454
 DE6454.The horizontal coordinates were established by GPS observations
 DE6454.and adjusted by the National Geodetic Survey in February 2007.
 DE6454
 DE6454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6454.The horizontal coordinates are valid at the epoch date displayed above.
 DE6454.The epoch date for horizontal control is a decimal equivalence
 DE6454.of Year/Month/Day.
 DE6454
 DE6454.The orthometric height was determined by GPS observations and a
 DE6454.high-resolution geoid model.
 DE6454.The orthometric height was determined by GPS observations and a
 DE6454.high-resolution geoid model using precise GPS observation and
 DE6454.processing techniques.
 DE6454
 DE6454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6454
 DE6454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6454
 DE6454.The ellipsoidal height was determined by GPS observations
 DE6454.and is referenced to NAD 83.
 DE6454
 DE6454.The geoid height was determined by GEOID03.
 DE6454
 DE6454;                    North         East     Units Scale Factor Converg.
 DE6454;SPC NC       -   304,034.090   874,449.588   MT  1.00009325   +1 42 19.2
 DE6454;SPC NC       -   997,485.18  2,868,923.36   sFT  1.00009325   +1 42 19.2
 DE6454;UTM  18      - 4,034,926.679   406,327.159   MT  0.99970811   -0 37 16.3
 DE6454
 DE6454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6454!SPC NC       -   1.00000588  x   1.00009325  =   1.00009913
 DE6454!UTM  18      -   1.00000588  x   0.99970811  =   0.99971399
 DE6454
 DE6454                          SUPERSEDED SURVEY CONTROL
 DE6454
 DE6454  NAD 83(2001)-  36 27 18.07765(N)    076 02 43.28331(W) AD(       ) 1
 DE6454  ELLIP H (03/13/03)  -37.442  (m)                       GP(       ) 4 2
 DE6454  NAD 83(1986)-  36 27 18.09071(N)    076 02 43.31011(W) AD(       ) 1
 DE6454
 DE6454.Superseded values are not recommended for survey control.
 DE6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6454.See file dsdata.txt to determine how the superseded data were derived.
 DE6454
 DE6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0632734927(NAD 83)
 DE6454_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6454_STAMPING: BAILEY 1995 CP 142
 DE6454_MARK LOGO: NCDOT 
 DE6454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6454+STABILITY: SURFACE MOTION
 DE6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6454+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 DE6454
 DE6454  HISTORY     - Date     Condition        Report By
 DE6454  HISTORY     - 1994     MONUMENTED       NCDOT
 DE6454  HISTORY     - 19951205 GOOD             NCGS
 DE6454  HISTORY     - 20041028 GOOD             NCGS
 DE6454
 DE6454                          STATION DESCRIPTION
 DE6454
 DE6454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DE6454'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) WEST-NORTHWEST OF CURRITUCK
 DE6454'AND 1.8 MI (2.9 KM) EAST OF SLIGO.  PROCEED ALONG SR 1242 (COURTHOUSE
 DE6454'ROAD) FOR 0.15 MI (0.24 KM) NORTHWEST FROM THE CURRITUCK POST OFFICE
 DE6454'TO NC 168, THENCE WEST ALONG NC 168 FOR 1.5 MI (2.4 KM) TO THE
 DE6454'STATION, IN THE RIGHT-OF-WAY, OR 0.1 MI (0.2 KM) WEST OF SR 1234. MARK
 DE6454'IS ABOUT LEVEL WITH NC 168 AND RECESSED 1 INCH BELOW GROUND. LOCATED
 DE6454'96.8 FT (29.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF NC 168 (2 LANE)
 DE6454', 1.1 FT (0.3 M) EAST-SOUTHEAST OF A NCDOT RIGHT-OF-WAY WITNESS POST,
 DE6454'23 FT (7.0 M) EAST OF THE CENTER OF A NORTH/SOUTH DITCH, 137.4 FT
 DE6454'(41.9 M) WEST-SOUTHWEST OF THE WESTERN CORNER OF A CONCRETE BLOCK WELL
 DE6454'HOUSE, AND 120.4 FT (36.7 M) SOUTHEAST OF THE SOUTHEASTERN CORNER OF A
 DE6454'CONCRETE BLOCK BUILDING.
 DE6454
 DE6454                          STATION RECOVERY (2004)
 DE6454
 DE6454'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6454'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 DE6454'ADDITIONS.  REFERENCED NC 168 IS NOW A 5 LANE.  THE WITNESS POST AND
 DE6454'WELL HOUSE ARE GONE.  LOCATED 57.6 FT (17.6 M) NORTH OF THE CENTERLINE
 DE6454'OF THE NORTHBOUND LANES OF NC 168 AND 15 FT (4.6 M) EAST OF THE CENTER
 DE6454'OF A NORTH/SOUTH DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8737 ***********************************************************************
 DH8737  DESIGNATION -  BAILEY
 DH8737  PID         -  DH8737
 DH8737  STATE/COUNTY-  NC/GREENE
 DH8737  USGS QUAD   -  SNOW HILL (1982)
 DH8737
 DH8737                         *CURRENT SURVEY CONTROL
 DH8737  ___________________________________________________________________
 DH8737* NAD 83(2001)-  35 27 12.99971(N)    077 38 05.82074(W)     ADJUSTED  
 DH8737* NAVD 88     -        13.772  (meters)      45.18   (feet)  ADJUSTED  
 DH8737  ___________________________________________________________________
 DH8737  X           -   1,113,821.130 (meters)                     COMP
 DH8737  Y           -  -5,080,724.525 (meters)                     COMP
 DH8737  Z           -   3,678,964.001 (meters)                     COMP
 DH8737  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 DH8737  ELLIP HEIGHT-         -21.822 (meters)          (03/08/06) ADJUSTED
 DH8737  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DH8737  DYNAMIC HT  -          13.760 (meters)      45.14  (feet)  COMP
 DH8737  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 DH8737
 DH8737  HORZ ORDER  -  FIRST
 DH8737  VERT ORDER  -  SECOND    CLASS II
 DH8737  ELLP ORDER  -  FIFTH     CLASS I
 DH8737
 DH8737.The horizontal coordinates were established by GPS observations
 DH8737.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8737
 DH8737.The orthometric height was determined by differential leveling
 DH8737.and adjusted in July 2008.
 DH8737
 DH8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8737
 DH8737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8737
 DH8737.The ellipsoidal height was determined by GPS observations
 DH8737.and is referenced to NAD 83.
 DH8737
 DH8737.The geoid height was determined by GEOID03.
 DH8737
 DH8737.The dynamic height is computed by dividing the NAVD 88
 DH8737.geopotential number by the normal gravity value computed on the
 DH8737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8737.degrees latitude (g = 980.6199 gals.).
 DH8737
 DH8737.The modeled gravity was interpolated from observed gravity values.
 DH8737
 DH8737;                    North         East     Units Scale Factor Converg.
 DH8737;SPC NC       -   189,834.012   733,503.596   MT  0.99987877   +0 47 16.3
 DH8737;SPC NC       -   622,813.75  2,406,503.05   sFT  0.99987877   +0 47 16.3
 DH8737;UTM  18      - 3,926,539.543   260,863.078   MT  1.00030479   -1 31 44.8
 DH8737
 DH8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8737!SPC NC       -   1.00000343  x   0.99987877  =   0.99988219
 DH8737!UTM  18      -   1.00000343  x   1.00030479  =   1.00030822
 DH8737
 DH8737                          SUPERSEDED SURVEY CONTROL
 DH8737
 DH8737  NAD 83(1986)-  35 27 13.00886(N)    077 38 05.83030(W) AD(       ) 1
 DH8737  NAVD 88 (03/08/06)   13.78   (m)           45.2    (f) LEVELING    3  
 DH8737
 DH8737.Superseded values are not recommended for survey control.
 DH8737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8737.See file dsdata.txt to determine how the superseded data were derived.
 DH8737
 DH8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6086326540(NAD 83)
 DH8737_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8737_STAMPING: BAILEY 1992
 DH8737_MARK LOGO: NCGS  
 DH8737_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8737+STABILITY: SURFACE MOTION
 DH8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8737+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8737
 DH8737  HISTORY     - Date     Condition        Report By
 DH8737  HISTORY     - 1992     MONUMENTED       NCGS
 DH8737
 DH8737                          STATION DESCRIPTION
 DH8737
 DH8737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8737'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF SNOW HILL, AND 3.3 MI
 DH8737'(5.3 KM) WEST-NORTHWEST OF FOURWAY. PROCEED ALONG US 13-258 FOR 0.45
 DH8737'MI (0.72 KM) NORTHEAST FROM NC 91 TO SR 1400, THENCE SOUTHEAST ALONG
 DH8737'SR 1400 FOR 1.9 MI (3.1 KM) TO THE STATION, IN THE SHOULDER. MARK IS
 DH8737'ABOUT 1-FOOT LOWER THAN THE CENTERLINE OF SR 1400 AND RECESSED 4
 DH8737'INCHES BELOW THE GROUND. LOCATED 17.6 FT (5.4 M) NORTHEAST OF THE
 DH8737'CENTERLINE OF SR 1400, 230.5 FT (70.3 M) SOUTHEAST OF A TELEPHONE
 DH8737'PEDESTAL (53S), ACROSS SR 1440,--AND 115.7 FT (35.3 M) NORTHWEST OF A
 DH8737'POWER POLE, 160.4 FT (48.9 M) SOUTH-SOUTHEAST OF A POWER POLE WITH
 DH8737'TRANSFORMER--BOTH WITH REFERENCE TAGS.  RECOVERY OF 11-29-99 BY EJH.
 DH8737'FOUND IN GOOD CONDITION BUT BOTH POWER POLES WITH REFERENCE TAGS ARE
 DH8737'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4091 ***********************************************************************
 EZ4091  DESIGNATION -  BAILEY WATER TANK
 EZ4091  PID         -  EZ4091
 EZ4091  STATE/COUNTY-  NC/NASH
 EZ4091  USGS QUAD   -  BAILEY (1981)
 EZ4091
 EZ4091                         *CURRENT SURVEY CONTROL
 EZ4091  ___________________________________________________________________
 EZ4091* NAD 83(2001)-  35 46 45.40846(N)    078 06 48.15033(W)     ADJUSTED  
 EZ4091* NAVD 88     -              **(meters)            **(feet)            
 EZ4091  ___________________________________________________________________
 EZ4091  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EZ4091  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EZ4091  HORZ ORDER  -  THIRD
 EZ4091
 EZ4091.The horizontal coordinates were established by classical geodetic methods
 EZ4091.and adjusted by the National Geodetic Survey in August 2005.
 EZ4091
 EZ4091
 EZ4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4091
 EZ4091.The geoid height was determined by GEOID03.
 EZ4091
 EZ4091;                    North         East     Units Scale Factor Converg.
 EZ4091;SPC NC       -   225,469.853   689,756.868   MT  0.99991488   +0 30 42.2
 EZ4091;SPC NC       -   739,729.01  2,262,977.32   sFT  0.99991488   +0 30 42.2
 EZ4091;UTM  17      - 3,963,312.622   760,922.877   MT  1.00043901   +1 41 19.2
 EZ4091
 EZ4091                          SUPERSEDED SURVEY CONTROL
 EZ4091
 EZ4091  NAD 83(1986)-  35 46 45.41593(N)    078 06 48.16109(W) AD(       ) 4
 EZ4091  NAD 27      -  35 46 44.85027(N)    078 06 49.18893(W) AD(       ) 3
 EZ4091
 EZ4091.Superseded values are not recommended for survey control.
 EZ4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4091.See file dsdata.txt to determine how the superseded data were derived.
 EZ4091
 EZ4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6092363313(NAD 83)
 EZ4091_MARKER: 51 = TANK
 EZ4091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4091+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 EZ4091
 EZ4091  HISTORY     - Date     Condition        Report By
 EZ4091  HISTORY     - 1972     FIRST OBSERVED   NCGS
 EZ4091  HISTORY     - 1987     GOOD             USPSQD
 EZ4091  HISTORY     - 20050226 GOOD             USPSQD
 EZ4091
 EZ4091                          STATION DESCRIPTION
 EZ4091
 EZ4091'DESCRIBED BY US POWER SQUADRON 1987 (MCB)
 EZ4091'RECOVERED IN GOOD CONDITION.
 EZ4091
 EZ4091                          STATION RECOVERY (2005)
 EZ4091
 EZ4091'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EZ4091'TOWER IS LOCATED ON NASH STREET, .38 MILES EAST OF THE INTERSECTION
 EZ4091'WITH NC 581. THE WATER TANK IS A FOUR LEGGED STRUCTURE WITH A CENTER
 EZ4091'PIPE. IT IS PAINTED LIGHT BLUE. N35 46 45.3  W078 06 48.3
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2326 ***********************************************************************
 FB2326  DESIGNATION -  BAINES
 FB2326  PID         -  FB2326
 FB2326  STATE/COUNTY-  NC/SWAIN
 FB2326  USGS QUAD   -  BRYSON CITY (1978)
 FB2326
 FB2326                         *CURRENT SURVEY CONTROL
 FB2326  ___________________________________________________________________
 FB2326* NAD 83(2001)-  35 24 17.65861(N)    083 27 52.54852(W)     ADJUSTED  
 FB2326* NAVD 88     -       622.473  (meters)    2042.23   (feet)  ADJUSTED  
 FB2326  ___________________________________________________________________
 FB2326  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FB2326  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 FB2326  DYNAMIC HT  -         621.829 (meters)    2040.12  (feet)  COMP
 FB2326  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 FB2326
 FB2326  HORZ ORDER  -  SECOND
 FB2326  VERT ORDER  -  FIRST     CLASS II
 FB2326
 FB2326.The horizontal coordinates were established by classical geodetic methods
 FB2326.and adjusted by the National Geodetic Survey in August 2005.
 FB2326
 FB2326.The orthometric height was determined by differential leveling
 FB2326.and adjusted in June 1991.
 FB2326
 FB2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2326
 FB2326.The geoid height was determined by GEOID03.
 FB2326
 FB2326.The dynamic height is computed by dividing the NAVD 88
 FB2326.geopotential number by the normal gravity value computed on the
 FB2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2326.degrees latitude (g = 980.6199 gals.).
 FB2326
 FB2326.The modeled gravity was interpolated from observed gravity values.
 FB2326
 FB2326;                    North         East     Units Scale Factor Converg.
 FB2326;SPC NC       -   192,695.851   204,241.123   MT  0.99987615   -2 34 36.6
 FB2326;SPC NC       -   632,202.97    670,081.08   sFT  0.99987615   -2 34 36.6
 FB2326;UTM  17      - 3,920,736.778   276,192.062   MT  1.00021732   -1 25 42.5
 FB2326
 FB2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2326!SPC NC       -   0.99990680  x   0.99987615  =   0.99978296
 FB2326!UTM  17      -   0.99990680  x   1.00021732  =   1.00012410
 FB2326
 FB2326                          SUPERSEDED SURVEY CONTROL
 FB2326
 FB2326  NAD 83(1995)-  35 24 17.65857(N)    083 27 52.54832(W) AD(       ) 2
 FB2326  NAD 83(1986)-  35 24 17.65636(N)    083 27 52.55706(W) AD(       ) 2
 FB2326  NGVD 29 (12/12/91)  622.527  (m)         2042.41   (f) ADJUSTED    1 2
 FB2326
 FB2326.Superseded values are not recommended for survey control.
 FB2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2326.See file dsdata.txt to determine how the superseded data were derived.
 FB2326
 FB2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7619220737(NAD 83)
 FB2326_MARKER: DE = TRAVERSE STATION DISK
 FB2326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB2326_SP_SET: CONCRETE MEDIAN
 FB2326_STAMPING: BAINES 1980
 FB2326_MARK LOGO: NCGS  
 FB2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2326
 FB2326  HISTORY     - Date     Condition        Report By
 FB2326  HISTORY     - 1980     MONUMENTED       NCGS
 FB2326  HISTORY     - 1983     GOOD             NGS
 FB2326
 FB2326                          STATION DESCRIPTION
 FB2326
 FB2326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2326'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF BRYSON
 FB2326'CITY.
 FB2326'
 FB2326'TO REACH THE STATION FROM THE US 19A OVERPASS OF SR 1159 (BRYSON
 FB2326'CITY DOWNTOWN EXIT), PROCEED SOUTHWEST ALONG US 19A FOR 1.9 MILES TO
 FB2326'STATION IN SOUTHEAST CORNER OF CONCRETE DRAINAGE SLAB IN MEDIAN.
 FB2326'
 FB2326'STATION MARK IS A STANDARD DISK STAMPED---BAINES 1980---SET FLUSH IN
 FB2326'DRILLED HOLE.  MARK IS 28.8 FEET NORTH-NORTHWEST OF CENTERLINE OF
 FB2326'NORTHEAST BOUND LANES, 34.7 FEET SOUTH-SOUTHEAST OF CENTERLINE OF
 FB2326'SOUTHWEST LANES, 4.7 FEET EAST OF CENTER OF IRON DRAINAGE GRATE.
 FB2326
 FB2326                          STATION RECOVERY (1983)
 FB2326
 FB2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2326'4.7 KM (2.9 MI) SW FROM BRYSON CITY.
 FB2326'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 19A FROM THE JUNCTION OF
 FB2326'U.S. HIGHWAY 19, WHICH IS 6.3 KM (3.9 MI) SOUTHWEST OF BRYSON CITY, TO
 FB2326'THE MARK ON THE LEFT, 10.50 METERS (34.5 FT) SOUTH OF THE CENTERLINE
 FB2326'OF THE SOUTHBOUND LANE, 8.80 METERS (29.0 FT) NORTH OF THE CENTERLINE
 FB2326'OF THE NORTHBOUND LANE, 1.5 METERS (5.0 FT) SOUTHEAST OF THE CENTER OF
 FB2326'A DRAIN.
 FB2326'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8016 ***********************************************************************
 AF8016  DESIGNATION -  BAINES
 AF8016  PID         -  AF8016
 AF8016  STATE/COUNTY-  NC/NASH
 AF8016  USGS QUAD   -  BAILEY (1981)
 AF8016
 AF8016                         *CURRENT SURVEY CONTROL
 AF8016  ___________________________________________________________________
 AF8016* NAD 83(2001)-  35 51 55.75416(N)    078 04 41.45871(W)     ADJUSTED  
 AF8016* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 AF8016  ___________________________________________________________________
 AF8016  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AF8016  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AF8016  HORZ ORDER  -  SECOND
 AF8016
 AF8016.The horizontal coordinates were established by classical geodetic methods
 AF8016.and adjusted by the National Geodetic Survey in August 2005.
 AF8016
 AF8016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8016
 AF8016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8016
 AF8016.The geoid height was determined by GEOID03.
 AF8016
 AF8016;                    North         East     Units Scale Factor Converg.
 AF8016;SPC NC       -   235,062.851   692,849.521   MT  0.99992985   +0 31 55.4
 AF8016;SPC NC       -   771,202.04  2,273,123.80   sFT  0.99992985   +0 31 55.4
 AF8016;UTM  17      - 3,972,972.295   763,819.038   MT  1.00045772   +1 42 46.2
 AF8016;UTM  18      - 3,973,405.941   222,058.061   MT  1.00055203   -1 48 16.6
 AF8016
 AF8016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8016!SPC NC       -   0.99999349  x   0.99992985  =   0.99992334
 AF8016!UTM  17      -   0.99999349  x   1.00045772  =   1.00045121
 AF8016!UTM  18      -   0.99999349  x   1.00055203  =   1.00054552
 AF8016
 AF8016                          SUPERSEDED SURVEY CONTROL
 AF8016
 AF8016  NAD 83(1986)-  35 51 55.75994(N)    078 04 41.46915(W) AD(       ) 2
 AF8016  NGVD 29 (06/05/98)   76.2    (m)          250.     (f) VERT ANG    3  
 AF8016
 AF8016.Superseded values are not recommended for survey control.
 AF8016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8016.See file dsdata.txt to determine how the superseded data were derived.
 AF8016
 AF8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6381972972(NAD 83)
 AF8016_MARKER: DE = TRAVERSE STATION DISK
 AF8016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8016_STAMPING: BAINES 1983
 AF8016_MARK LOGO: NCGS  
 AF8016_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8016+STABILITY: SURFACE MOTION
 AF8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8016+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 AF8016
 AF8016  HISTORY     - Date     Condition        Report By
 AF8016  HISTORY     - 1983     MONUMENTED       NCGS
 AF8016  HISTORY     - 20041231 GOOD             USPSQD
 AF8016
 AF8016                          STATION DESCRIPTION
 AF8016
 AF8016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8016'STATION IS LOCATED IN STANHOPE COMMUNITY ABOUT 2.09 KM (1.30 MI) EAST
 AF8016'OF FLOODS CHAPEL CROSSROAD AND 9.33 KM (5.80 MI) SOUTH OF SPRING
 AF8016'HOPE.  ALONG NC 97 FOR 2.01 KM (1.25 MI) EAST FROM NC 581 AT FLOODS
 AF8016'CHAPEL CROSSROAD, AT SR 1950 (BAINES ROAD) CROSSROAD, IN THE NORTHEAST
 AF8016'QUADRANT. MARK IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH THE
 AF8016'HIGHWAY. LOCATED 5.24 M (17.19 FT) NORTH OF THE CENTERLINE OF THE
 AF8016'HIGHWAY, 18.17 M (59.61 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.88 M
 AF8016'(19.29 FT) EAST-SOUTHEAST OF THE NORTH END OF A HIGHWAY CULVERT--AND
 AF8016'8.08 M (26.51 FT) SOUTH-SOUTHEAST OF A POWER POLE, 30.05 M (98.59 FT)
 AF8016'WEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AF8016
 AF8016                          STATION RECOVERY (2004)
 AF8016
 AF8016'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 AF8016'POWER POLES WITH REFERENCE TAGS ARE GONE. MARK IS 74 FEET
 AF8016'WEST-SOUTHWEST OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY
 AF8016'BETWEEN IT AND THE INTERSECTION. IT IS 46' NORTHEAST OF A POWER POLE
 AF8016'MARKED 25 KS WHICH IS NEAR A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3370 ***********************************************************************
 FA3370  DESIGNATION -  BAIRD
 FA3370  PID         -  FA3370
 FA3370  STATE/COUNTY-  NC/BURKE
 FA3370  USGS QUAD   -  MORGANTON NORTH (1993)
 FA3370
 FA3370                         *CURRENT SURVEY CONTROL
 FA3370  ___________________________________________________________________
 FA3370* NAD 83(2001)-  35 45 04.85954(N)    081 38 28.58633(W)     ADJUSTED  
 FA3370* NAVD 88     -       360.589  (meters)    1183.03   (feet)  ADJUSTED  
 FA3370  ___________________________________________________________________
 FA3370  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FA3370  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA3370  DYNAMIC HT  -         360.238 (meters)    1181.88  (feet)  COMP
 FA3370  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FA3370
 FA3370  HORZ ORDER  -  SECOND
 FA3370  VERT ORDER  -  SECOND    CLASS II
 FA3370
 FA3370.The horizontal coordinates were established by classical geodetic methods
 FA3370.and adjusted by the National Geodetic Survey in August 2005.
 FA3370
 FA3370.The orthometric height was determined by differential leveling
 FA3370.and adjusted in July 1999.
 FA3370
 FA3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3370
 FA3370.The geoid height was determined by GEOID03.
 FA3370
 FA3370.The dynamic height is computed by dividing the NAVD 88
 FA3370.geopotential number by the normal gravity value computed on the
 FA3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3370.degrees latitude (g = 980.6199 gals.).
 FA3370
 FA3370.The modeled gravity was interpolated from observed gravity values.
 FA3370
 FA3370;                    North         East     Units Scale Factor Converg.
 FA3370;SPC NC       -   225,190.801   370,758.443   MT  0.99991051   -1 31 28.1
 FA3370;SPC NC       -   738,813.49  1,216,396.66   sFT  0.99991051   -1 31 28.1
 FA3370;UTM  17      - 3,956,559.665   442,022.226   MT  0.99964142   -0 22 28.9
 FA3370
 FA3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3370!SPC NC       -   0.99994846  x   0.99991051  =   0.99985898
 FA3370!UTM  17      -   0.99994846  x   0.99964142  =   0.99958990
 FA3370
 FA3370:                Primary Azimuth Mark                     Grid Az
 FA3370:SPC NC       -  THOMPSON                                 299 26 58.6
 FA3370:UTM  17      -  THOMPSON                                 298 17 59.4
 FA3370
 FA3370|---------------------------------------------------------------------|
 FA3370| PID    Reference Object                     Distance      Geod. Az  |
 FA3370|                                                           dddmmss.s |
 FA3370| FA3390 THOMPSON                            440.061 METERS 2975530.5 |
 FA3370|---------------------------------------------------------------------|
 FA3370
 FA3370                          SUPERSEDED SURVEY CONTROL
 FA3370
 FA3370  NAD 83(1995)-  35 45 04.86373(N)    081 38 28.58744(W) AD(       ) 2
 FA3370  NAD 83(1986)-  35 45 04.86846(N)    081 38 28.58979(W) AD(       ) 2
 FA3370  NAD 27      -  35 45 04.40076(N)    081 38 29.24900(W) AD(       ) 2
 FA3370  NGVD 29 (07/19/86)  360.7    (m)         1183.     (f) VERT ANG    3  
 FA3370
 FA3370.Superseded values are not recommended for survey control.
 FA3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3370.See file dsdata.txt to determine how the superseded data were derived.
 FA3370
 FA3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4202256560(NAD 83)
 FA3370_MARKER: DE = TRAVERSE STATION DISK
 FA3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3370_STAMPING: BAIRD 1969
 FA3370_MARK LOGO: NCGS  
 FA3370_PROJECTION: FLUSH
 FA3370_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3370+STABILITY: SURFACE MOTION
 FA3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3370+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1998
 FA3370
 FA3370  HISTORY     - Date     Condition        Report By
 FA3370  HISTORY     - 1969     MONUMENTED       NCGS
 FA3370  HISTORY     - 19980629 GOOD             NCGS
 FA3370
 FA3370                          STATION DESCRIPTION
 FA3370
 FA3370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3370'BAIRD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3370'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3370'
 FA3370'BAIRD IS LOCATED APPROXIMATELY 2.6 MILES ENE OF THE CENTER OF
 FA3370'MORGANTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3370'U.S. 64, U.S. 70 BYPASS AND NC 18 IN MORGANTON, GO NORTHEAST ON
 FA3370'U.S. 64 AND U.S. 70 BYPASS FOR 1.85 MILES TO INTERSECTION OF U.S.
 FA3370'64, U.S. 70 BYPASS AND U.S. 64 AND U.S. 70, TURN RIGHT (EAST) ON
 FA3370'U.S. 64 AND U.S. 70 FOR 0.55 MILE TO INTERSECTION OF U.S. 64, U.S.
 FA3370'70 AND SR 1713, CONTINUE ON U.S. 64 AND U.S. 70 FOR 0.25
 FA3370'MILE TO INTERSECTION OF U.S. 64, U.S. 70 WITH SR 1520 AND
 FA3370'STATION ON LEFT.
 FA3370'
 FA3370'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3370'BAIRD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3370'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3370'
 FA3370'MARK IS
 FA3370'
 FA3370'16.0 FT NNE OF C/L OF U.S. 64, U.S. 70
 FA3370'
 FA3370'40.5 FT NE OF CENTER OF INTERSECTION OF U.S. 64, U.S. 70 AND
 FA3370'GRAVEL ROAD LEADING TO BAIRDS CABINET AND MILLWORK
 FA3370'
 FA3370'60.4 FT ESE OF INTERSECTION OF U.S. 64, U.S. 70 AND SR 1520
 FA3370'
 FA3370'72.7 FT E OF SR 1520 SIGN POST WITH ALUMINUM REF. TAG
 FA3370'
 FA3370'72.6 FT SE OF STOP SIGN WITH ALUMINUM REF. TAG
 FA3370'
 FA3370'41.7 FT SE OF TP NO. VUE 1
 FA3370'
 FA3370'5.8 FT S OF TP 2984 WITH ALUMINUM REF. TAG
 FA3370'
 FA3370'62.5 FT E OF TP VUE 11 WITH ALUMINUM REF. TAG
 FA3370
 FA3370                          STATION RECOVERY (1998)
 FA3370
 FA3370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA3370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2097 ***********************************************************************
 EY2097  DESIGNATION -  BAIRD
 EY2097  PID         -  EY2097
 EY2097  STATE/COUNTY-  NC/BEAUFORT
 EY2097  USGS QUAD   -  WASHINGTON (1983)
 EY2097
 EY2097                         *CURRENT SURVEY CONTROL
 EY2097  ___________________________________________________________________
 EY2097* NAD 83(2001)-  35 33 45.80042(N)    077 03 42.36848(W)     ADJUSTED  
 EY2097* NAVD 88     -         2.6    (meters)       9.     (feet)  VERTCON   
 EY2097  ___________________________________________________________________
 EY2097  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EY2097  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 EY2097  HORZ ORDER  -  SECOND
 EY2097
 EY2097.The horizontal coordinates were established by classical geodetic methods
 EY2097.and adjusted by the National Geodetic Survey in August 2005.
 EY2097
 EY2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2097
 EY2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2097
 EY2097.The geoid height was determined by GEOID03.
 EY2097
 EY2097;                    North         East     Units Scale Factor Converg.
 EY2097;SPC NC       -   202,801.766   785,287.955   MT  0.99988727   +1 07 07.3
 EY2097;SPC NC       -   665,358.79  2,576,398.90   sFT  0.99988727   +1 07 07.3
 EY2097;UTM  18      - 3,937,405.535   313,144.090   MT  1.00003028   -1 11 58.1
 EY2097
 EY2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2097!SPC NC       -   1.00000534  x   0.99988727  =   0.99989261
 EY2097!UTM  18      -   1.00000534  x   1.00003028  =   1.00003562
 EY2097
 EY2097:                Primary Azimuth Mark                     Grid Az
 EY2097:SPC NC       -  TRAVE                                    162 10 07.9
 EY2097:UTM  18      -  TRAVE                                    164 29 13.3
 EY2097
 EY2097|---------------------------------------------------------------------|
 EY2097| PID    Reference Object                     Distance      Geod. Az  |
 EY2097|                                                           dddmmss.s |
 EY2097| EY2164 TRAVE                               APPROX. 0.7 KM 1631715.2 |
 EY2097|---------------------------------------------------------------------|
 EY2097
 EY2097                          SUPERSEDED SURVEY CONTROL
 EY2097
 EY2097  NAD 83(1986)-  35 33 45.80982(N)    077 03 42.38039(W) AD(       ) 2
 EY2097  NAD 27      -  35 33 45.22280(N)    077 03 43.55108(W) AD(       ) 2
 EY2097  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG    3  
 EY2097
 EY2097.Superseded values are not recommended for survey control.
 EY2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2097.See file dsdata.txt to determine how the superseded data were derived.
 EY2097
 EY2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1314437406(NAD 83)
 EY2097_MARKER: DE = TRAVERSE STATION DISK
 EY2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY2097
 EY2097  HISTORY     - Date     Condition        Report By
 EY2097  HISTORY     - 1965     MONUMENTED       NCGS
 EY2097  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EY2097  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 EY2097
 EY2097                          STATION DESCRIPTION
 EY2097
 EY2097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EY2097'BAIRD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2097'THE VICINITY OF WASHINGTON, NORTH CAROLINA.
 EY2097'
 EY2097'BAIRD IS 1.2 MILES N OF WASHINGTON.  LOCATED 1.4 MILES N ALONG
 EY2097'U.S. 17 FROM N END OF PAMLICO RIVER BRIDGE.  AT NE INTERSECTION
 EY2097'OF U.S. 17 AND W. FIFTEENTH ST. (SR 1306).  0.6 MILES S OF
 EY2097'SR 1404 AND E OF U.S. 17 AND N OF W. 15TH ST.
 EY2097'
 EY2097'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2097'BAIRD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2097'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2097'
 EY2097'MARK IS
 EY2097'
 EY2097'11.7 FT S OF TP 7 WITH ALUMINUM REF. TAG
 EY2097'
 EY2097'91.0 FT W OF PP 14 WITH ALUMINUM REF. TAG
 EY2097'
 EY2097'35.4 FT N OF YELLOW ARROW ON W 15TH ST.
 EY2097'
 EY2097'40.0 FT E OF YELLOW ARROW ON U.S. 17
 EY2097'
 EY2097'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2097
 EY2097                          STATION RECOVERY (1983)
 EY2097
 EY2097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY2097'STATION WAS SEARCHED FOR BUT NOT FOUND.  WIDENING OF THE ROAD AND
 EY2097'CONSTRUCTION OF A NEW MOTEL PROBABLY DESTROYED THE MARK.
 EY2097
 EY2097                          STATION RECOVERY (2004)
 EY2097
 EY2097'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3705 ***********************************************************************
 EY3705  DESIGNATION -  BAIRDS
 EY3705  PID         -  EY3705
 EY3705  STATE/COUNTY-  NC/PAMLICO
 EY3705  USGS QUAD   -  ARAPAHOE (1993)
 EY3705
 EY3705                         *CURRENT SURVEY CONTROL
 EY3705  ___________________________________________________________________
 EY3705* NAD 83(2001)-  35 02 17.58529(N)    076 51 56.36412(W)     ADJUSTED  
 EY3705* NAVD 88     -         2.330  (meters)       7.64   (feet)  ADJUSTED  
 EY3705  ___________________________________________________________________
 EY3705  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EY3705  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EY3705  DYNAMIC HT  -           2.328 (meters)       7.64  (feet)  COMP
 EY3705  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 EY3705
 EY3705  HORZ ORDER  -  SECOND
 EY3705  VERT ORDER  -  SECOND    CLASS II
 EY3705
 EY3705.The horizontal coordinates were established by classical geodetic methods
 EY3705.and adjusted by the National Geodetic Survey in August 2005.
 EY3705
 EY3705.The orthometric height was determined by differential leveling
 EY3705.and adjusted in June 1998.
 EY3705
 EY3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3705
 EY3705.The geoid height was determined by GEOID03.
 EY3705
 EY3705.The dynamic height is computed by dividing the NAVD 88
 EY3705.geopotential number by the normal gravity value computed on the
 EY3705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3705.degrees latitude (g = 980.6199 gals.).
 EY3705
 EY3705.The modeled gravity was interpolated from observed gravity values.
 EY3705
 EY3705;                    North         East     Units Scale Factor Converg.
 EY3705;SPC NC       -   144,995.347   804,312.407   MT  0.99987950   +1 13 54.8
 EY3705;SPC NC       -   475,705.57  2,638,814.96   sFT  0.99987950   +1 13 54.8
 EY3705;UTM  18      - 3,878,872.328   329,824.599   MT  0.99995692   -1 04 16.9
 EY3705
 EY3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3705!SPC NC       -   1.00000551  x   0.99987950  =   0.99988501
 EY3705!UTM  18      -   1.00000551  x   0.99995692  =   0.99996243
 EY3705
 EY3705                          SUPERSEDED SURVEY CONTROL
 EY3705
 EY3705  NAD 83(1986)-  35 02 17.59565(N)    076 51 56.37361(W) AD(       ) 2
 EY3705  NAD 83(1986)-  35 02 17.59709(N)    076 51 56.37086(W) AD(       ) 3
 EY3705  NAD 27      -  35 02 17.02700(N)    076 51 57.58700(W) AD(       ) 3
 EY3705  NGVD 29 (04/21/98)    2.64   (m)            8.7    (f) LEVELING    3  
 EY3705
 EY3705.Superseded values are not recommended for survey control.
 EY3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3705.See file dsdata.txt to determine how the superseded data were derived.
 EY3705
 EY3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2982578872(NAD 83)
 EY3705_MARKER: DE = TRAVERSE STATION DISK
 EY3705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3705_STAMPING: BAIRDS 1935
 EY3705_MARK LOGO: CGS   
 EY3705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3705+STABILITY: SURFACE MOTION
 EY3705
 EY3705  HISTORY     - Date     Condition        Report By
 EY3705  HISTORY     - 1935     MONUMENTED       CGS
 EY3705  HISTORY     - 1947     GOOD             CGS
 EY3705  HISTORY     - 1967     GOOD             USE
 EY3705  HISTORY     - 19860101 GOOD             NCGS
 EY3705  HISTORY     - 19860101 GOOD             NCGS
 EY3705  HISTORY     - 1987     GOOD             USPSQD
 EY3705  HISTORY     - 19910604 POOR             USPSQD
 EY3705
 EY3705                          STATION DESCRIPTION
 EY3705
 EY3705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3705'STATION IS ON THE E SIDE OF BAIRDS CREEK, AT THE CROSSING OF THE DIRT
 EY3705'ROAD LEADING TO ARAPAHOE.  THE STATION IS ON A SMALL BLUFF, 121 FEET
 EY3705'SE OF THE BRIDGE, 55 FEET SE OF THE HIGH WATER LINE, 75 FEET S OF A
 EY3705'BRICK PIER WHICH IS 2 BY 6 FEET, 115 FEET E OF THE CENTER LINE OF
 EY3705'THE HIGHWAY, 92 FEET NW OF AN OLD SHACK CLOSE TO THE ROAD, AND 134
 EY3705'FEET N OF A SECOND ABANDONED SHACK THAT SETS WELL BACK FROM THE
 EY3705'ROAD.
 EY3705'
 EY3705'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EY3705'
 EY3705'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY 302 IN
 EY3705'BRIDGETON BY FOLLOWING HIGHWAY 302 E FOR 7 MILES AND TAKING DIRT
 EY3705'ROAD RIGHT MARKED ARAPAHOE 11 M1.  AND FOLLOWING ARAPAHOE SIGNS 8
 EY3705'MILES TO BRIDGE MARKED BAIRDS CREEK.  THIS IS THE BRIDGE MENTIONED
 EY3705'ABOVE.  THE LAND IS OWNED BY ALTON BRINSON.
 EY3705
 EY3705                          STATION RECOVERY (1947)
 EY3705
 EY3705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY3705'STATION IS ON THE E SIDE OF BAIRDS CREEK, AT THE CROSSING OF THE DIRT
 EY3705'ROAD LEADING TO ARAPAHOE, ON A SMALL BLUFF 121 FEET NE OF BRIDGE.
 EY3705'IT IS 55 FEET SE OF THE HIGH WATER LINE, 75 FEET S OF A BRICK PIER
 EY3705'WHICH IS 2 BY 6 FEET, 115 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 EY3705'92 FEET NW OF AN OLD SHACK CLOSE TO THE ROAD, AND 134 FEET N OF A
 EY3705'SECOND ABANDONED SHACK THAT SETS WELL BACK FROM THE ROAD.
 EY3705'
 EY3705'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 EY3705'CONCRETE.
 EY3705'
 EY3705'REACHED BY FOLLOWING HIGHWAY 55 FROM BRIDGETON 7 MILES AND TAKING
 EY3705'DIRT ROAD MARKED ARAPAHOE 11 MILES AND FOLLOWING ARAPAHOE SIGNS 8
 EY3705'MILES TO THE BRIDGE ACROSS CREEK.  THIS IS THE ABOVE MENTIONED
 EY3705'BRIDGE.
 EY3705
 EY3705                          STATION RECOVERY (1967)
 EY3705
 EY3705'RECOVERY NOTE BY US ENGINEERS 1967
 EY3705'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED
 EY3705'BAIRDS 1935 SET IN CONCRETE PROJECTING 6 IN ABOVE GROUND.
 EY3705'
 EY3705'STATION IS LOCATED ON THE E SIDE OF BAIRDS CREEK ON A SMALL BLUFF.
 EY3705'IT IS 121 FT NE OF THE BRIDGE, 55 FT E OF THE HIGH WATER LINE, AND
 EY3705'115 FT N OF THE CENTERLINE OF NEUSE ROAD.
 EY3705'
 EY3705'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO.17 AND STATE HIGHWAY NO
 EY3705'302 IN BRIDGETON, FOLLOW HIGHWAY NO 302 E FOR 7 MILES AND TURN RIGHT
 EY3705'ON NEUSE ROAD.  PROCEED ON NEUSE ROAD 8 MILES TO BAIRDS CREEK AND
 EY3705'STATION SITE.
 EY3705
 EY3705                          STATION RECOVERY (1986)
 EY3705
 EY3705'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY3705'RECOVERED IN GOOD CONDITION.  BAIRDS IS ACTUALLY BEARDS CREEK. STATION
 EY3705'IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST-NORTHWEST OF ARAPAHOE. ALONG SR
 EY3705'1005 FOR 4.02 KM (2.50 MI) WEST OF NC 306 (IN ARAPAHOE), ON THE EAST
 EY3705'BANK OF BEARDS CREEK IN A GROUP OF LARGE OAK TREES. MARK PROJECTS 8
 EY3705'INCHES ABOVE GROUND AND IS LEVEL WITH THE ROAD. LOCATED 35.67 M
 EY3705'(117.03 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.90 M
 EY3705'(114.50 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BEARDS CREEK
 EY3705'BRIDGE, 28.48 M (93.44 FT) NORTH OF A TELEPHONE PEDESTAL NO 1005R
 EY3705'287NLP9, 11.34 M (37.20 FT) WEST OF A 30-INCH OAK, AND 13.90 M (45.60
 EY3705'FT) SOUTHWEST OF A 30-INCH OAK.
 EY3705
 EY3705                          STATION RECOVERY (1986)
 EY3705
 EY3705'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY3705'RECOVERED IN GOOD CONDITION.
 EY3705
 EY3705                          STATION RECOVERY (1987)
 EY3705
 EY3705'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCT)
 EY3705'RECOVERED IN GOOD CONDITION.
 EY3705
 EY3705                          STATION RECOVERY (1991)
 EY3705
 EY3705'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY3705'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6075 ***********************************************************************
 AE6075  DESIGNATION -  BAIRDS AZ MK
 AE6075  PID         -  AE6075
 AE6075  STATE/COUNTY-  NC/PAMLICO
 AE6075  USGS QUAD   -  ARAPAHOE (1993)
 AE6075
 AE6075                         *CURRENT SURVEY CONTROL
 AE6075  ___________________________________________________________________
 AE6075* NAD 83(2007)-  35 02 14.08988(N)    076 51 47.38833(W)     ADJUSTED  
 AE6075* NAVD 88     -         6.044  (meters)      19.83   (feet)  ADJUSTED  
 AE6075  ___________________________________________________________________
 AE6075  EPOCH DATE  -        2002.00
 AE6075  X           -   1,188,213.303 (meters)                     COMP
 AE6075  Y           -  -5,091,212.631 (meters)                     COMP
 AE6075  Z           -   3,641,233.077 (meters)                     COMP
 AE6075  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AE6075  ELLIP HEIGHT-         -31.340 (meters)          (02/10/07) ADJUSTED
 AE6075  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 AE6075  DYNAMIC HT  -           6.039 (meters)      19.81  (feet)  COMP
 AE6075
 AE6075  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6075  Type    PID    Designation                      North   East  Ellip
 AE6075  -------------------------------------------------------------------
 AE6075  NETWORK AE6075 BAIRDS AZ MK                      1.18   1.00   2.92
 AE6075  -------------------------------------------------------------------
 AE6075  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 AE6075
 AE6075  VERT ORDER  -  SECOND    CLASS II
 AE6075
 AE6075.The horizontal coordinates were established by GPS observations
 AE6075.and adjusted by the National Geodetic Survey in February 2007.
 AE6075
 AE6075.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6075.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6075.The horizontal coordinates are valid at the epoch date displayed above.
 AE6075.The epoch date for horizontal control is a decimal equivalence
 AE6075.of Year/Month/Day.
 AE6075
 AE6075.The orthometric height was determined by differential leveling
 AE6075.and adjusted in June 1998.
 AE6075
 AE6075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6075
 AE6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6075
 AE6075.The ellipsoidal height was determined by GPS observations
 AE6075.and is referenced to NAD 83.
 AE6075
 AE6075.The geoid height was determined by GEOID03.
 AE6075
 AE6075.The dynamic height is computed by dividing the NAVD 88
 AE6075.geopotential number by the normal gravity value computed on the
 AE6075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6075.degrees latitude (g = 980.6199 gals.).
 AE6075
 AE6075.The modeled gravity was interpolated from observed gravity values.
 AE6075
 AE6075;                    North         East     Units Scale Factor Converg.
 AE6075;SPC NC       -   144,892.560   804,542.146   MT  0.99987956   +1 13 59.9
 AE6075;SPC NC       -   475,368.34  2,639,568.69   sFT  0.99987956   +1 13 59.9
 AE6075;UTM  18      - 3,878,760.382   330,050.038   MT  0.99995598   -1 04 11.7
 AE6075
 AE6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6075!SPC NC       -   1.00000492  x   0.99987956  =   0.99988448
 AE6075!UTM  18      -   1.00000492  x   0.99995598  =   0.99996090
 AE6075
 AE6075                          SUPERSEDED SURVEY CONTROL
 AE6075
 AE6075  NAD 83(2001)-  35 02 14.09040(N)    076 51 47.38709(W) AD(       ) 1
 AE6075  ELLIP H (03/13/03)  -31.357  (m)                       GP(       ) 4 2
 AE6075  NAD 83(1986)-  35 02 14.10077(N)    076 51 47.39657(W) AD(       ) 1
 AE6075  NGVD 29 (04/21/98)    6.35   (m)           20.8    (f) LEVELING    3  
 AE6075
 AE6075.Superseded values are not recommended for survey control.
 AE6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6075.See file dsdata.txt to determine how the superseded data were derived.
 AE6075
 AE6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3005078760(NAD 83)
 AE6075_MARKER: DZ = AZIMUTH MARK DISK
 AE6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6075_STAMPING: BAIRDS 1988
 AE6075_MARK LOGO: NGS   
 AE6075_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6075+STABILITY: SURFACE MOTION
 AE6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6075+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1996
 AE6075
 AE6075  HISTORY     - Date     Condition        Report By
 AE6075  HISTORY     - 1988     MONUMENTED       NCGS
 AE6075  HISTORY     - 19960101 GOOD             NCGS
 AE6075
 AE6075                          STATION DESCRIPTION
 AE6075
 AE6075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6075'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST-NORTHWEST OF ARAPAHOE
 AE6075'AND 9.0 MI (14.5 KM) SOUTHWEST OF BAYBORO.$ALONG SR 1005 FOR 2.40 MI
 AE6075'(3.86 KM) WEST FROM NC 306 (IN ARAPAHOE) OR 0.13 MI (0.21 KM) EAST OF
 AE6075'A BRIDGE ACROSS BEARD CREEK, ON SOUTH SIDE OF HIGHWAY IN FIELD BY A
 AE6075'POWER POLE.$MARK IS ABOUT 2-FEET HIGHER THAN THE CENTERLINE OF SR 1005
 AE6075'AND RECESSED 11 INCHES BELOW THE GROUND.  LOCATED 23.01 M (75.49 FT)
 AE6075'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1005, 5.1 M (16.7 FT)
 AE6075'NORTH-NORTHEAST OF A GUY WIRE ANCHOR, AND 1.5 M (4.9 FT)
 AE6075'WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND REFERENCE TAG.
 AE6075
 AE6075                          STATION RECOVERY (1996)
 AE6075
 AE6075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE6075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2878 ***********************************************************************
 AB2878  DESIGNATION -  BAIT
 AB2878  PID         -  AB2878
 AB2878  STATE/COUNTY-  NC/CHATHAM
 AB2878  USGS QUAD   -  GREEN LEVEL (1993)
 AB2878
 AB2878                         *CURRENT SURVEY CONTROL
 AB2878  ___________________________________________________________________
 AB2878* NAD 83(2001)-  35 51 04.49118(N)    078 57 19.34399(W)     ADJUSTED  
 AB2878* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 AB2878  ___________________________________________________________________
 AB2878  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 AB2878  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AB2878  HORZ ORDER  -  SECOND
 AB2878
 AB2878.The horizontal coordinates were established by classical geodetic methods
 AB2878.and adjusted by the National Geodetic Survey in August 2005.
 AB2878
 AB2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2878
 AB2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2878
 AB2878.The geoid height was determined by GEOID03.
 AB2878
 AB2878;                    North         East     Units Scale Factor Converg.
 AB2878;SPC NC       -   233,097.360   613,632.174   MT  0.99992722   +0 01 32.7
 AB2878;SPC NC       -   764,753.59  2,013,224.89   sFT  0.99992722   +0 01 32.7
 AB2878;UTM  17      - 3,969,379.787   684,635.198   MT  1.00002008   +1 11 52.2
 AB2878
 AB2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2878!SPC NC       -   0.99999070  x   0.99992722  =   0.99991793
 AB2878!UTM  17      -   0.99999070  x   1.00002008  =   1.00001078
 AB2878
 AB2878                          SUPERSEDED SURVEY CONTROL
 AB2878
 AB2878  NAD 83(1986)-  35 51 04.49572(N)    078 57 19.35288(W) AD(       ) 2
 AB2878  NGVD 29 (04/29/96)   91.0    (m)          299.     (f) VERT ANG    3  
 AB2878
 AB2878.Superseded values are not recommended for survey control.
 AB2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2878.See file dsdata.txt to determine how the superseded data were derived.
 AB2878
 AB2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8463569380(NAD 83)
 AB2878_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2878_STAMPING: BAIT 1984
 AB2878_MARK LOGO: NCGS  
 AB2878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2878+STABILITY: SURFACE MOTION
 AB2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2878+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 AB2878
 AB2878  HISTORY     - Date     Condition        Report By
 AB2878  HISTORY     - 1984     MONUMENTED       NCGS
 AB2878  HISTORY     - 20050518 POOR             GEOCAC
 AB2878  HISTORY     - 20060824 GOOD             USPSQD
 AB2878
 AB2878                          STATION DESCRIPTION
 AB2878
 AB2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2878'STATION IS LOCATED ABOUT 16.6 KM (10.3 MI) SOUTH-SOUTHWEST OF DURHAM
 AB2878'AND 24.6 KM (15.3 MI) NORTHEAST OF PITTSBORO.$ALONG NC 751 FOR 1.9 KMS
 AB2878'SOUTH FROM THE CHATHAM-DURHAM COUNTY LINE, OR 2.8 KM (1.7 MI) NORTH OF
 AB2878'THE NORTHEAST CREEK BRIDGE, IN THE NORTHEAST CORNER OF YARD OF MOBILE
 AB2878'HOME JUST SOUTH OF RAYS BAIT SHOP.$MARK IS 1 FOOT HIGHER THAN HIGHWAY
 AB2878'AND RECESSED 1 INCH BELOW GROUND. LOCATED 6.9 M (22.6 FT) NORTHWEST
 AB2878'FROM THE CENTERLINE OF HIGHWAY, 16.9 M (55.4 FT) NORTHEAST FROM THE
 AB2878'CENTERLINE OF DRIVE TO MOBILE HOME, 13.2 M (43.3 FT) NORTHEAST FROM
 AB2878'THE NORTH END OF DRIVEWAY CULVERT, 25.0 M (82.0 FT) EAST-SOUTHEAST
 AB2878'FROM THE SOUTHEAST CORNER OF BLOCK PUMP HOUSE, 29.4 M (96.5 FT)
 AB2878'SOUTHWEST FROM THE SOUTH END OF CULVERT OF DRIVEWAY TO RAYS BAIT SHOP,
 AB2878'17.9 M (58.7 FT) SOUTH-SOUTHEAST FROM A 30-INCH OAK, AND 2.3 M (7.5
 AB2878'FT) SOUTHEAST FROM A POWER POLE WITH REFERENCE TAG.
 AB2878
 AB2878                          STATION RECOVERY (2005)
 AB2878
 AB2878'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2878'DISK IS MISSING, BUT STEM IS SOLID. DELETE REFERENCE TO RAY S BAIT
 AB2878'SHOP, WHICH NO LONGER EXISTS.
 AB2878
 AB2878                          STATION RECOVERY (2006)
 AB2878
 AB2878'RECOVERY NOTE BY US POWER SQUADRON 2006
 AB2878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5942 ***********************************************************************
 AE5942  DESIGNATION -  BAIT
 AE5942  PID         -  AE5942
 AE5942  STATE/COUNTY-  NC/PAMLICO
 AE5942  USGS QUAD   -  JONES BAY (1993)
 AE5942
 AE5942                         *CURRENT SURVEY CONTROL
 AE5942  ___________________________________________________________________
 AE5942* NAD 83(2001)-  35 13 25.73489(N)    076 36 36.07014(W)     ADJUSTED  
 AE5942* NAVD 88     -         1.034  (meters)       3.39   (feet)  ADJUSTED  
 AE5942  ___________________________________________________________________
 AE5942  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AE5942  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 AE5942  DYNAMIC HT  -           1.033 (meters)       3.39  (feet)  COMP
 AE5942  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 AE5942
 AE5942  HORZ ORDER  -  SECOND
 AE5942  VERT ORDER  -  SECOND    CLASS II
 AE5942
 AE5942.The horizontal coordinates were established by classical geodetic methods
 AE5942.and adjusted by the National Geodetic Survey in August 2005.
 AE5942
 AE5942.The orthometric height was determined by differential leveling
 AE5942.and adjusted in June 1998.
 AE5942
 AE5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5942
 AE5942.The geoid height was determined by GEOID03.
 AE5942
 AE5942.The dynamic height is computed by dividing the NAVD 88
 AE5942.geopotential number by the normal gravity value computed on the
 AE5942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5942.degrees latitude (g = 980.6199 gals.).
 AE5942
 AE5942.The modeled gravity was interpolated from observed gravity values.
 AE5942
 AE5942;                    North         East     Units Scale Factor Converg.
 AE5942;SPC NC       -   166,108.944   827,133.711   MT  0.99987271   +1 22 45.9
 AE5942;SPC NC       -   544,975.76  2,713,687.85   sFT  0.99987271   +1 22 45.9
 AE5942;UTM  18      - 3,899,051.338   353,477.714   MT  0.99986458   -0 55 43.6
 AE5942
 AE5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5942!SPC NC       -   1.00000570  x   0.99987271  =   0.99987841
 AE5942!UTM  18      -   1.00000570  x   0.99986458  =   0.99987028
 AE5942
 AE5942                          SUPERSEDED SURVEY CONTROL
 AE5942
 AE5942  NAD 83(1986)-  35 13 25.74676(N)    076 36 36.08055(W) AD(       ) 2
 AE5942  NGVD 29 (04/29/98)    1.38   (m)            4.5    (f) LEVELING    3  
 AE5942
 AE5942.Superseded values are not recommended for survey control.
 AE5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5942.See file dsdata.txt to determine how the superseded data were derived.
 AE5942
 AE5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5347899051(NAD 83)
 AE5942_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5942_STAMPING: BAIT 1983
 AE5942_MARK LOGO: NCGS  
 AE5942_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5942+STABILITY: SURFACE MOTION
 AE5942
 AE5942  HISTORY     - Date     Condition        Report By
 AE5942  HISTORY     - 1983     MONUMENTED       NCGS
 AE5942
 AE5942                          STATION DESCRIPTION
 AE5942
 AE5942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5942'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) WEST-SOUTHWEST OF HOBUCKEN,
 AE5942'AND 7.1 KM (4.40 MI) NORTHEAST OF VANDEMERE. ALONG NC 304 FOR 3.1 KM
 AE5942'(1.90 MI) SOUTHWEST OF THE CENTER OF THE INTRACOASTAL WATERWAY BRIDGE,
 AE5942'OR 0.3 KM (0.20 MI) NORTHEAST OF THE GALE CREEK BRIDGE. MARK IS
 AE5942'RECESSED 3 INCHES BELOW GROUND AND 1/2 FOOT LOWER THAN HIGHWAY.
 AE5942'LOCATED 5.24 M (17.19 FT) NORTHWEST 0F THE CENTERLINE OF THE HIGHWAY,
 AE5942'0.85 M (2.79 FT) SOUTHEAST OF A WITNESS POST, 44.35 M (145.50 FT)
 AE5942'NORTH-NORTHEAST OF THE EAST END OF A LARGE LOGGING ROAD CULVERT, AND
 AE5942'67.36 M (221.00 FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2626 ***********************************************************************
 AH2626  DESIGNATION -  BAIT
 AH2626  PID         -  AH2626
 AH2626  STATE/COUNTY-  NC/CATAWBA
 AH2626  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2626
 AH2626                         *CURRENT SURVEY CONTROL
 AH2626  ___________________________________________________________________
 AH2626* NAD 83(2001)-  35 35 21.16966(N)    080 58 39.27397(W)     ADJUSTED  
 AH2626* NAVD 88     -       259.9    (meters)     853.     (feet)  VERTCON   
 AH2626  ___________________________________________________________________
 AH2626  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AH2626  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AH2626  HORZ ORDER  -  SECOND
 AH2626
 AH2626.The horizontal coordinates were established by classical geodetic methods
 AH2626.and adjusted by the National Geodetic Survey in August 2005.
 AH2626
 AH2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2626
 AH2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2626
 AH2626.The geoid height was determined by GEOID03.
 AH2626
 AH2626;                    North         East     Units Scale Factor Converg.
 AH2626;SPC NC       -   205,810.452   430,407.142   MT  0.99988988   -1 08 29.0
 AH2626;SPC NC       -   675,229.79  1,412,094.10   sFT  0.99988988   -1 08 29.0
 AH2626;UTM  17      - 3,938,388.051   502,031.442   MT  0.99960005   +0 00 47.0
 AH2626
 AH2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2626!SPC NC       -   0.99996416  x   0.99988988  =   0.99985405
 AH2626!UTM  17      -   0.99996416  x   0.99960005  =   0.99956423
 AH2626
 AH2626                          SUPERSEDED SURVEY CONTROL
 AH2626
 AH2626  NAD 83(1986)-  35 35 21.18163(N)    080 58 39.27976(W) AD(       ) 2
 AH2626  NGVD 29 (08/11/98)  260.1    (m)          853.     (f) VERT ANG    3  
 AH2626
 AH2626.Superseded values are not recommended for survey control.
 AH2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2626.See file dsdata.txt to determine how the superseded data were derived.
 AH2626
 AH2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0203138388(NAD 83)
 AH2626_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2626_STAMPING: BAIT 1986
 AH2626_MARK LOGO: NCGS  
 AH2626_PROJECTION: FLUSH
 AH2626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2626+STABILITY: SURFACE MOTION
 AH2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2626+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002
 AH2626
 AH2626  HISTORY     - Date     Condition        Report By
 AH2626  HISTORY     - 1986     MONUMENTED       NCGS
 AH2626  HISTORY     - 19971211 GOOD             NCGS
 AH2626  HISTORY     - 20000325 GOOD             USPSQD
 AH2626  HISTORY     - 20020323 GOOD             USPSQD
 AH2626
 AH2626                          STATION DESCRIPTION
 AH2626
 AH2626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2626'STATION IS IN TERRELL IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 AH2626'NC 150 AND SR 1848, AND ACROSS FROM THE POST OFFICE. MARK IS ABOUT
 AH2626'LEVEL WITH THE HIGHWAY AND IS RECESSED 1 INCH BELOW GROUND.  LOCATED
 AH2626'8.93 M (29.30 FT) NORTH OF THE CENTERLINE OF NC 150, 15.54 M (50.98
 AH2626'FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 1848, 17.86 M (58.60 FT)
 AH2626'SOUTH OF THE SOUTHWEST CORNER OF A GROCERY STORE, 1.71 M (5.61 FT)
 AH2626'SOUTHEAST OF THE SOUTHWEST CORNER OF TELEPHONE BOOTH CONCRETE BASE,
 AH2626'AND 14.87 M (48.79 FT) SOUTHWEST OF A METAL LIGHT POLE IN A GAS
 AH2626'ISLAND.
 AH2626
 AH2626                          STATION RECOVERY (1997)
 AH2626
 AH2626'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2626'RECOVERED AS DESCRIBED.
 AH2626
 AH2626                          STATION RECOVERY (2000)
 AH2626
 AH2626'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2626'RECOVERED IN GOOD CONDITION.
 AH2626
 AH2626                          STATION RECOVERY (2002)
 AH2626
 AH2626'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AH2626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3989 ***********************************************************************
 AH3989  DESIGNATION -  BAIT
 AH3989  PID         -  AH3989
 AH3989  STATE/COUNTY-  NC/SURRY
 AH3989  USGS QUAD   -  CANA (1985)
 AH3989
 AH3989                         *CURRENT SURVEY CONTROL
 AH3989  ___________________________________________________________________
 AH3989* NAD 83(2001)-  36 30 03.82558(N)    080 44 33.07717(W)     ADJUSTED  
 AH3989* NAVD 88     -       382.3    (meters)    1254.     (feet)  VERTCON   
 AH3989  ___________________________________________________________________
 AH3989  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AH3989  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AH3989  HORZ ORDER  -  SECOND
 AH3989
 AH3989.The horizontal coordinates were established by classical geodetic methods
 AH3989.and adjusted by the National Geodetic Survey in August 2005.
 AH3989
 AH3989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3989
 AH3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3989
 AH3989.The geoid height was determined by GEOID03.
 AH3989
 AH3989;                    North         East     Units Scale Factor Converg.
 AH3989;SPC NC       -   306,572.259   453,479.705   MT  1.00011051   -1 00 20.6
 AH3989;SPC NC       - 1,005,812.49  1,487,791.33   sFT  1.00011051   -1 00 20.6
 AH3989;UTM  17      - 4,039,556.776   523,058.269   MT  0.99960655   +0 09 11.4
 AH3989
 AH3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3989!SPC NC       -   0.99994519  x   1.00011051  =   1.00005569
 AH3989!UTM  17      -   0.99994519  x   0.99960655  =   0.99955176
 AH3989
 AH3989                          SUPERSEDED SURVEY CONTROL
 AH3989
 AH3989  NAD 83(1986)-  36 30 03.83095(N)    080 44 33.08108(W) AD(       ) 2
 AH3989  NGVD 29 (12/22/97)  382.4    (m)         1255.     (f) VERT ANG    3  
 AH3989
 AH3989.Superseded values are not recommended for survey control.
 AH3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3989.See file dsdata.txt to determine how the superseded data were derived.
 AH3989
 AH3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2305839557(NAD 83)
 AH3989_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3989_STAMPING: BAIT 1986
 AH3989_MARK LOGO: NCGS  
 AH3989_PROJECTION: FLUSH
 AH3989_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3989+STABILITY: SURFACE MOTION
 AH3989
 AH3989  HISTORY     - Date     Condition        Report By
 AH3989  HISTORY     - 1986     MONUMENTED       NCGS
 AH3989
 AH3989                          STATION DESCRIPTION
 AH3989
 AH3989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3989'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) NORTH OF DOBSON, AND ABOUT
 AH3989'12.2 KM (7.60 MI) WEST OF MT. AIRY. ALONG I-77 FOR 0.4 KM (0.25 MI)
 AH3989'NORTH FROM THE NC 89 INTERCHANGE, OR 1.2 KM (0.75 MI) SOUTH OF THE SR
 AH3989'1396 (CROOKED OAK RD.) OVERPASS, IN EAST SHOULDER OF SOUTHBOUND LANE
 AH3989'BESIDE MILE POST 101. MARK IS FLUSH WITH GROUND AND IS 1-FOOT LOWER
 AH3989'THAN THE HIGHWAY. LOCATED 9.4 M (30.8 FT) WEST OF THE CENTERLINE OF
 AH3989'SOUTH BOUND LANE, 2.2 M (7.2 FT) WEST OF MILEPOST 101, 9.0 M (29.5 FT)
 AH3989'NORTHWEST OF NUMERAL 6 IMBEDDED IN WEST EDGE OF CONCRETE PAVEMENT,
 AH3989'17.0 M (55.8 FT) SOUTH OF A CONCRETE DRAINAGE OUTLET, 37.6 M (123.4
 AH3989'FT) NORTH OF NUMERALS 855 + 00 IMBEDDED IN WEST EDGE OF CONCRETE
 AH3989'PAVEMENT, AND 50.6 M (166.0 FT) SOUTH OF SOUTH END GUARD RAIL POST
 AH3989'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0974 ***********************************************************************
 EA0974  DESIGNATION -  BAKER
 EA0974  PID         -  EA0974
 EA0974  STATE/COUNTY-  NC/ONSLOW
 EA0974  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 EA0974
 EA0974                         *CURRENT SURVEY CONTROL
 EA0974  ___________________________________________________________________
 EA0974* NAD 83(2001)-  34 45 28.22844(N)    077 28 54.12898(W)     ADJUSTED  
 EA0974* NAVD 88     -         3.596  (meters)      11.80   (feet)  ADJUSTED  
 EA0974  ___________________________________________________________________
 EA0974  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EA0974  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EA0974  DYNAMIC HT  -           3.592 (meters)      11.78  (feet)  COMP
 EA0974  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 EA0974
 EA0974  HORZ ORDER  -  SECOND
 EA0974  VERT ORDER  -  SECOND    CLASS I
 EA0974
 EA0974.The horizontal coordinates were established by classical geodetic methods
 EA0974.and adjusted by the National Geodetic Survey in August 2005.
 EA0974
 EA0974.The orthometric height was determined by differential leveling
 EA0974.and adjusted in December 2008.
 EA0974
 EA0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0974
 EA0974.The geoid height was determined by GEOID03.
 EA0974
 EA0974.The dynamic height is computed by dividing the NAVD 88
 EA0974.geopotential number by the normal gravity value computed on the
 EA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0974.degrees latitude (g = 980.6199 gals.).
 EA0974
 EA0974.The modeled gravity was interpolated from observed gravity values.
 EA0974
 EA0974;                    North         East     Units Scale Factor Converg.
 EA0974;SPC NC       -   112,863.710   748,592.914   MT  0.99990950   +0 52 34.7
 EA0974;SPC NC       -   370,287.02  2,456,008.59   sFT  0.99990950   +0 52 34.7
 EA0974;UTM  18      - 3,848,994.730   272,850.342   MT  1.00023599   -1 24 55.6
 EA0974
 EA0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0974!SPC NC       -   1.00000525  x   0.99990950  =   0.99991475
 EA0974!UTM  18      -   1.00000525  x   1.00023599  =   1.00024124
 EA0974
 EA0974:                Primary Azimuth Mark                     Grid Az
 EA0974:SPC NC       -  LEN                                      312 50 02.8
 EA0974:UTM  18      -  LEN                                      315 07 33.1
 EA0974
 EA0974|---------------------------------------------------------------------|
 EA0974| PID    Reference Object                     Distance      Geod. Az  |
 EA0974|                                                           dddmmss.s |
 EA0974| EA1031 LEN                                 APPROX. 0.6 KM 3134237.5 |
 EA0974|---------------------------------------------------------------------|
 EA0974
 EA0974                          SUPERSEDED SURVEY CONTROL
 EA0974
 EA0974  NAD 83(1986)-  34 45 28.23941(N)    077 28 54.13893(W) AD(       ) 2
 EA0974  NAD 27      -  34 45 27.64847(N)    077 28 55.26182(W) AD(       ) 2
 EA0974  NAVD 88 (06/15/91)    3.634  (m)           11.92   (f) UNKNOWN     2 2
 EA0974  NGVD 29 (??/??/92)    3.957  (m)           12.98   (f) ADJ UNCH    2 2
 EA0974
 EA0974.Superseded values are not recommended for survey control.
 EA0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0974.See file dsdata.txt to determine how the superseded data were derived.
 EA0974
 EA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7285048995(NAD 83)
 EA0974_MARKER: DH = HORIZONTAL CONTROL DISK
 EA0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0974_STAMPING: BAKER 1974
 EA0974_MARK LOGO: NCGS  
 EA0974_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EA0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0974+STABILITY: SURFACE MOTION
 EA0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0974+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 EA0974
 EA0974  HISTORY     - Date     Condition        Report By
 EA0974  HISTORY     - 1974     MONUMENTED       NCGS
 EA0974  HISTORY     - 1974     GOOD             NCGS
 EA0974  HISTORY     - 19890725 GOOD             NCGS
 EA0974  HISTORY     - 20030219 GOOD             NCGS
 EA0974
 EA0974                          STATION DESCRIPTION
 EA0974
 EA0974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0974'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0974'THE VICINITY OF JACKSONVILLE, NORTH CAROLINA.
 EA0974'
 EA0974'BAKER IS LOCATED APPROXIMATELY 3.0 MILES WEST OF JACKSONVILLE.  TO
 EA0974'REACH STATION FROM THE INTERSECTION OF U.S. 258 AND NC 53 WEST OF
 EA0974'JACKSONVILLE, PROCEED WESTERLY ALONG U.S. 258 FOR 0.7 MILE TO
 EA0974'STATION ON LEFT IN A PARKING AREA FOR BAKERS RESTAURANT, 0.1 MILE
 EA0974'NORTH OF INTERSECTION WITH SR 1213.  AND 1.5 MILES SSE OF SMALL
 EA0974'COMMUNITY OF TAR LANDING.
 EA0974'
 EA0974'STATION IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAKER
 EA0974'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EA0974'1 INCH BELOW THE GROUND.
 EA0974'
 EA0974'MARK IS 49.5 FT SW OF C/L OF U.S. 258.
 EA0974'
 EA0974'1.0 FT NE OF POLE BARRICADE MARKING PARKING AREA BOUNDARY.
 EA0974'
 EA0974'31.3 FT N OF TP WITH ALUMINUM REF. TAG.
 EA0974'
 EA0974'33.6 FT N OF BAKERS RESTAURANT METAL SIGN POST.
 EA0974'
 EA0974'119.5 FT SE OF TP AND PP WITH ALUMINUM REF. TAG.
 EA0974
 EA0974                          STATION RECOVERY (1974)
 EA0974
 EA0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0974'3.0 MI W FROM JACKSONVILLE.
 EA0974'TO REACH STATION FROM THE INTERSECTION OF US 258 AND NC 53 WEST OF
 EA0974'JACKSONVILLE, PROCEED WESTERLY ALONG US 258 FOR 0.7 MILE TO STATION ON
 EA0974'LEFT IN A PARKING AREA FOR BAKERS RESTAURANT, 0.1 MILE NORTH OF
 EA0974'INTERSECTION WITH SR 1213, AND 1.5 MILES SSE OF SMALL COMMUNITY OF TAR
 EA0974'LANDING.  49.5 FT. SW OF C/L OF US 258, 1.0 FT. NE OF POLE BARRICADE
 EA0974'MARKING PARKING AREA BOUNDARY, 31.3 FT. NORTH OF TP WITH ALUMINUM REF.
 EA0974'TAG, 33.6 FT. NORTH OF BAKERS RESTAURANT METAL SIGN POST, AND 119.5
 EA0974'FT. SE OF TP AND PP WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EA0974'CONCRETE CYLINDER, 1 INCH BELOW THE GROUND.
 EA0974
 EA0974                          STATION RECOVERY (1989)
 EA0974
 EA0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EA0974'RECOVERED AS DESCRIBED.  REFERENCE TO THE POLE BARRICADE IS NO LONGER
 EA0974'VALID.  ADDITIONAL REFERENCES FOLLOW. MARK IS RECESSED 1-FOOT BELOW
 EA0974'THE PARKING LOT AND IS 1-FOOT LOWER THAN THE HIGHWAY.  LOCATED 9.97 M
 EA0974'(32.71 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF THE
 EA0974'HIGHWAY, 5.0 M (16.4 FT) NORTH-NORTHWEST OF A MANHOLE COVER, AND 19.26
 EA0974'M (63.19 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A METAL
 EA0974'BUILDING (BAKERS RESTAURANT).
 EA0974
 EA0974                          STATION RECOVERY (2003)
 EA0974
 EA0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EA0974'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS IN ASPHALT
 EA0974'PARKING LOT RECESSED 1-FT WITH A SQUARE PLASTIC GRATE OVER IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0504 ***********************************************************************
 FA0504  DESIGNATION -  BAKER
 FA0504  PID         -  FA0504
 FA0504  STATE/COUNTY-  NC/MECKLENBURG
 FA0504  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA0504
 FA0504                         *CURRENT SURVEY CONTROL
 FA0504  ___________________________________________________________________
 FA0504* NAD 83(2001)-  35 18 07.43075(N)    080 52 36.09289(W)     ADJUSTED  
 FA0504* NAVD 88     -       247.106  (meters)     810.71   (feet)  ADJUSTED  
 FA0504  ___________________________________________________________________
 FA0504  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 FA0504  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FA0504  DYNAMIC HT  -         246.881 (meters)     809.98  (feet)  COMP
 FA0504  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 FA0504
 FA0504  HORZ ORDER  -  SECOND
 FA0504  VERT ORDER  -  SECOND    CLASS 0
 FA0504
 FA0504.The horizontal coordinates were established by classical geodetic methods
 FA0504.and adjusted by the National Geodetic Survey in August 2005.
 FA0504
 FA0504.The orthometric height was determined by differential leveling
 FA0504.and adjusted in June 1991.
 FA0504
 FA0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0504
 FA0504.The geoid height was determined by GEOID03.
 FA0504
 FA0504.The dynamic height is computed by dividing the NAVD 88
 FA0504.geopotential number by the normal gravity value computed on the
 FA0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0504.degrees latitude (g = 980.6199 gals.).
 FA0504
 FA0504.The modeled gravity was interpolated from observed gravity values.
 FA0504
 FA0504;                    North         East     Units Scale Factor Converg.
 FA0504;SPC NC       -   173,783.624   438,945.210   MT  0.99987298   -1 04 59.4
 FA0504;SPC NC       -   570,155.11  1,440,106.08   sFT  0.99987298   -1 04 59.4
 FA0504;UTM  17      - 3,906,548.632   511,210.513   MT  0.99960155   +0 04 16.5
 FA0504
 FA0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0504!SPC NC       -   0.99996602  x   0.99987298  =   0.99983900
 FA0504!UTM  17      -   0.99996602  x   0.99960155  =   0.99956758
 FA0504
 FA0504                          SUPERSEDED SURVEY CONTROL
 FA0504
 FA0504  NAD 83(1986)-  35 18 07.44873(N)    080 52 36.10065(W) AD(       ) 2
 FA0504  NAD 27      -  35 18 06.94338(N)    080 52 36.84025(W) AD(       ) 2
 FA0504  NGVD 29 (??/??/92)  247.324  (m)          811.43   (f) ADJ UNCH    2 0
 FA0504
 FA0504.Superseded values are not recommended for survey control.
 FA0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0504.See file dsdata.txt to determine how the superseded data were derived.
 FA0504
 FA0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1121106549(NAD 83)
 FA0504_MARKER: DE = TRAVERSE STATION DISK
 FA0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0504_STAMPING: SINGER 1970
 FA0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0504+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 FA0504
 FA0504  HISTORY     - Date     Condition        Report By
 FA0504  HISTORY     - 1970     MONUMENTED       NCGS
 FA0504  HISTORY     - 1972     GOOD             NCGS
 FA0504  HISTORY     - 1987     GOOD             USPSQD
 FA0504  HISTORY     - 1987     GOOD             USPSQD
 FA0504  HISTORY     - 1990     GOOD             USPSQD
 FA0504  HISTORY     - 20010331 GOOD             USPSQD
 FA0504  HISTORY     - 20040414 GOOD             USPSQD
 FA0504  HISTORY     - 20060829 GOOD             USPSQD
 FA0504
 FA0504                          STATION DESCRIPTION
 FA0504
 FA0504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0504'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0504'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0504'
 FA0504'BAKER IS LOCATED APPROXIMATELY 5.5 MILES NNW OF CHARLOTTE.  TO REACH
 FA0504'STATION PROCEED FROM THE INTERSECTION OF NC 16 AND SR 2019 (PEACH
 FA0504'TREE RD.), GO NORTH ON SR 2019 FOR 1.75 MILES TO INTERSECTION OF SR
 FA0504'2019 AND SR 2050 (CAPPS HILL MINE RD.), CONTINUE NORTHERLY ON SR
 FA0504'2019 FOR 0.1 MILE TO STATION ON RIGHT (EAST) SIDE OF ROAD, AND 0.1
 FA0504'MILE SOUTH OF INTERSECTION OF SR 2019 AND SR 2049 (MINGUS RD.).
 FA0504'
 FA0504'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAKER
 FA0504'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FA0504'INCH BELOW THE SURFACE OF THE GROUND.
 FA0504'
 FA0504'MARK IS
 FA0504'23.7 FEET SE OF C/L OF SR 2019 (PEACH TREE RD.).
 FA0504'88.3 FEET SW OF C/L OF INTERSECTION OF SR 2109 AND DRIVEWAY TO
 FA0504'BAKER HOUSE.
 FA0504'118.5 FEET SW OF ALUMINUM REF. TAG ON ROAD INTERSECTION
 FA0504'SIGNPOST.  137.2 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 26
 FA0504'W/TRANSFORMER.  205.1 FEET E OF ALUMINUM REF. TAG ON PP NO. 25.
 FA0504'106.6 FEET SSE OF SW CORNER OF BAKER ONE STORY
 FA0504'BRICK HOUSE.  179.1 FEET ENE OF INTERSECTION OF C/LS OF SR
 FA0504'2109 AND DRIVEWAY TO ONE STORY WHITE FRAME HOUSE.
 FA0504
 FA0504                          STATION RECOVERY (1972)
 FA0504
 FA0504'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0504'5.4 MI NNW FROM CHARLOTTE.
 FA0504'STATION IS ABOUT 2.05 MI. N AND NE ALONG SR 2019 FROM INTERSECTION
 FA0504'WITH NC 16, 0.45 MI. SW FROM INTERSECTION WITH SR 2108 (SUNSET
 FA0504'RD.), 0.1 MI. NE FROM INTERSECTION WITH SR 2050 (CAPPS HILL MINE
 FA0504'RD.), 23.7 FT SE OF C/L OF SR 2019 (PEACH TREE RD.), 88.3 FT
 FA0504'SW OF C/L OF INTERSECTION OF SR 2019 AND DRIVEWAY TO BAKERS
 FA0504'RESIDENCE, 179.1 FT ENE OF C/L OF INTERSECTION OF SR 2019 AND
 FA0504'DRIVEWAY TO ONE STORY WHITE FRAME HOUSE, 106.6 FT SSE OF SW
 FA0504'CORNER OF BAKER BRICK RESIDENCE, AND 137.2 FT SSW OF ALUMINUM
 FA0504'REF. TAG ON PP 26 W/TRANSFORMER.  MARK IS 1 INCH BELOW THE GROUND.
 FA0504
 FA0504                          STATION RECOVERY (1987)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA0504'RECOVERED IN GOOD CONDITION.
 FA0504
 FA0504                          STATION RECOVERY (1987)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0504'RECOVERED IN GOOD CONDITION.
 FA0504
 FA0504                          STATION RECOVERY (1990)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0504'RECOVERED IN GOOD CONDITION.
 FA0504
 FA0504                          STATION RECOVERY (2001)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 2001
 FA0504'RECOVERED IN GOOD CONDITION.
 FA0504
 FA0504                          STATION RECOVERY (2004)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0504'RECOVERED IN GOOD CONDITION.
 FA0504
 FA0504                          STATION RECOVERY (2006)
 FA0504
 FA0504'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2888 ***********************************************************************
 FX2888  DESIGNATION -  BAKER
 FX2888  PID         -  FX2888
 FX2888  STATE/COUNTY-  NC/BERTIE
 FX2888  USGS QUAD   -  MERRY HILL (1982)
 FX2888
 FX2888                         *CURRENT SURVEY CONTROL
 FX2888  ___________________________________________________________________
 FX2888* NAD 83(2001)-  36 01 16.59095(N)    076 52 06.11994(W)     ADJUSTED  
 FX2888* NAVD 88     -        12.959  (meters)      42.52   (feet)  ADJUSTED  
 FX2888  ___________________________________________________________________
 FX2888  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 FX2888  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 FX2888  DYNAMIC HT  -          12.948 (meters)      42.48  (feet)  COMP
 FX2888  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 FX2888
 FX2888  HORZ ORDER  -  SECOND
 FX2888  VERT ORDER  -  SECOND    CLASS II
 FX2888
 FX2888.The horizontal coordinates were established by classical geodetic methods
 FX2888.and adjusted by the National Geodetic Survey in August 2005.
 FX2888
 FX2888.The orthometric height was determined by differential leveling
 FX2888.and adjusted in June 1991.
 FX2888
 FX2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2888
 FX2888.The geoid height was determined by GEOID03.
 FX2888
 FX2888.The dynamic height is computed by dividing the NAVD 88
 FX2888.geopotential number by the normal gravity value computed on the
 FX2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2888.degrees latitude (g = 980.6199 gals.).
 FX2888
 FX2888.The modeled gravity was interpolated from observed gravity values.
 FX2888
 FX2888;                    North         East     Units Scale Factor Converg.
 FX2888;SPC NC       -   254,024.112   801,723.569   MT  0.99996267   +1 13 49.1
 FX2888;SPC NC       -   833,410.77  2,630,321.41   sFT  0.99996267   +1 13 49.1
 FX2888;UTM  18      - 3,987,922.803   331,644.516   MT  0.99994925   -1 05 56.5
 FX2888
 FX2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2888!SPC NC       -   1.00000364  x   0.99996267  =   0.99996631
 FX2888!UTM  18      -   1.00000364  x   0.99994925  =   0.99995289
 FX2888
 FX2888                          SUPERSEDED SURVEY CONTROL
 FX2888
 FX2888  NAD 83(1993)-  36 01 16.59950(N)    076 52 06.13060(W) AD(       ) 2
 FX2888  NAD 83(1986)-  36 01 16.60108(N)    076 52 06.13221(W) AD(       ) 2
 FX2888  NGVD 29 (01/18/91)   13.28   (m)           43.6    (f) LEVELING    3  
 FX2888
 FX2888.Superseded values are not recommended for survey control.
 FX2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2888.See file dsdata.txt to determine how the superseded data were derived.
 FX2888
 FX2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3164587923(NAD 83)
 FX2888_MARKER: DE = TRAVERSE STATION DISK
 FX2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2888_SP_SET: CONCRETE POST
 FX2888_STAMPING: BAKER 1980
 FX2888_MARK LOGO: NCGS  
 FX2888_PROJECTION: RECESSED 3 CENTIMETERS
 FX2888_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2888+STABILITY: SURFACE MOTION
 FX2888
 FX2888  HISTORY     - Date     Condition        Report By
 FX2888  HISTORY     - 1980     MONUMENTED       NCGS
 FX2888  HISTORY     - 1980     GOOD             NCGS
 FX2888
 FX2888                          STATION DESCRIPTION
 FX2888
 FX2888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2888'STATION IS LOCATED APPROXIMATELY 5.0 MILES EAST-NORTHEAST OF WINDSOR
 FX2888'AND 5.5 MILES WEST OF MERRY HILL.
 FX2888'
 FX2888'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH
 FX2888'NC 308 EAST OF WINDSOR, PROCEED EASTERLY ALONG US 17 FOR 4.0 MILES TO
 FX2888'STATION ON THE LEFT NEAR AN OLD FENCE CORNER AND 1.3 MILE EAST OF THE
 FX2888'INTERSECTION WITH SR 1001 AT GREEN CROSS.
 FX2888'
 FX2888'STATION MARK IS A STANDARD DISK STAMPED---BAKER 1980---SET IN THE
 FX2888'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND
 FX2888'SURFACE.  MARK IS 36.6 FEET NORTH OF THE CENTERLINE OF US 17, 64.6
 FX2888'FEET EAST OF POWER POLE H 182/47 WITH REFERENCE TAG, 119.4 FEET
 FX2888'NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 130.0 FEET NORTHEAST
 FX2888'OF TELEPHONE POLE WITH REFERENCE TAG AND 101.0 FEET NORTH OF 8 INCH
 FX2888'GUM ACROSS HIGHWAY WITH REFERENCE TAG.
 FX2888
 FX2888                          STATION RECOVERY (1980)
 FX2888
 FX2888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2888'5.0 MI ENE FROM WINDSOR.
 FX2888'5.5 MILES WEST OF MERRY HILL.
 FX2888'4.0 MILES NORTHEASTERLY ALONG US 17 FROM THE EASTERNMOST INTERSECTION
 FX2888'OF US 17 WITH NC 308 EAST OF WINDSOR, ON THE LEFT NEAR AN OLD FENCE
 FX2888'CORNER AND 1.3 MILE EAST OF THE INTERSECTION WITH SR 1001 AT GREEN
 FX2888'CROSS, 36.6 FEET NORTH OF CENTERLINE OF US 17, 64.6 FEET EAST OF POWER
 FX2888'POLE H 182/47 WITH REFERENCE TAG, 119.4 FEET NORTHWEST OF TELEPHONE
 FX2888'POLE WITH REFERENCE TAG, 130.0 FEET NORTHEAST OF TELEPHONE POLE WITH
 FX2888'REFERENCE TAG AND 101.0 FEET NORTH OF 8 INCH GUM ACROSS HIGHWAY WITH
 FX2888'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0985 ***********************************************************************
 EZ0985  DESIGNATION -  BAKER
 EZ0985  PID         -  EZ0985
 EZ0985  STATE/COUNTY-  NC/WAKE
 EZ0985  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0985
 EZ0985                         *CURRENT SURVEY CONTROL
 EZ0985  ___________________________________________________________________
 EZ0985* NAD 83(2001)-  35 51 14.91569(N)    078 40 50.10951(W)     ADJUSTED  
 EZ0985* NAVD 88     -       117.792  (meters)     386.46   (feet)  ADJUSTED  
 EZ0985  ___________________________________________________________________
 EZ0985  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 EZ0985  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 EZ0985  DYNAMIC HT  -         117.692 (meters)     386.13  (feet)  COMP
 EZ0985  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 EZ0985
 EZ0985  HORZ ORDER  -  SECOND
 EZ0985  VERT ORDER  -  SECOND    CLASS 0
 EZ0985
 EZ0985.The horizontal coordinates were established by classical geodetic methods
 EZ0985.and adjusted by the National Geodetic Survey in August 2005.
 EZ0985
 EZ0985.The orthometric height was determined by differential leveling
 EZ0985.and adjusted in June 1991.
 EZ0985
 EZ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0985
 EZ0985.The geoid height was determined by GEOID03.
 EZ0985
 EZ0985.The dynamic height is computed by dividing the NAVD 88
 EZ0985.geopotential number by the normal gravity value computed on the
 EZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0985.degrees latitude (g = 980.6199 gals.).
 EZ0985
 EZ0985.The modeled gravity was interpolated from observed gravity values.
 EZ0985
 EZ0985;                    North         East     Units Scale Factor Converg.
 EZ0985;SPC NC       -   233,464.141   638,451.571   MT  0.99992775   +0 11 03.7
 EZ0985;SPC NC       -   765,956.94  2,094,653.20   sFT  0.99992775   +0 11 03.7
 EZ0985;UTM  17      - 3,970,254.871   709,445.639   MT  1.00014058   +1 21 32.5
 EZ0985
 EZ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0985!SPC NC       -   0.99998662  x   0.99992775  =   0.99991437
 EZ0985!UTM  17      -   0.99998662  x   1.00014058  =   1.00012720
 EZ0985
 EZ0985:                Primary Azimuth Mark                     Grid Az
 EZ0985:SPC NC       -  FERGUSONS                                358 20 56.6
 EZ0985:UTM  17      -  FERGUSONS                                357 10 27.8
 EZ0985
 EZ0985|---------------------------------------------------------------------|
 EZ0985| PID    Reference Object                     Distance      Geod. Az  |
 EZ0985|                                                           dddmmss.s |
 EZ0985| EZ0984 FERGUSONS                           APPROX. 0.6 KM 3583200.3 |
 EZ0985|---------------------------------------------------------------------|
 EZ0985
 EZ0985                          SUPERSEDED SURVEY CONTROL
 EZ0985
 EZ0985  NAD 83(1986)-  35 51 14.91910(N)    078 40 50.11963(W) AD(       ) 2
 EZ0985  NAD 27      -  35 51 14.38414(N)    078 40 51.10336(W) AD(       ) 2
 EZ0985  NGVD 29 (??/??/92)  118.065  (m)          387.35   (f) ADJ UNCH    2 0
 EZ0985
 EZ0985.Superseded values are not recommended for survey control.
 EZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0985.See file dsdata.txt to determine how the superseded data were derived.
 EZ0985
 EZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0944670255(NAD 83)
 EZ0985_MARKER: DE = TRAVERSE STATION DISK
 EZ0985_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0985_STAMPING: BAKER 1961
 EZ0985_MARK LOGO: NCGS  
 EZ0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0985
 EZ0985  HISTORY     - Date     Condition        Report By
 EZ0985  HISTORY     - 1961     MONUMENTED       NCGS
 EZ0985  HISTORY     - 1973     GOOD             NCGS
 EZ0985  HISTORY     - 1973     GOOD             NCGS
 EZ0985  HISTORY     - 1981     GOOD             LOCSUR
 EZ0985  HISTORY     - 1984     GOOD             USPSQD
 EZ0985  HISTORY     - 1987     GOOD             USPSQD
 EZ0985  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 EZ0985  HISTORY     - 19930312 SEE DESCRIPTION  NCGS
 EZ0985
 EZ0985                          STATION DESCRIPTION
 EZ0985
 EZ0985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ0985'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0985'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0985'
 EZ0985'BAKER IS 5.9 MILES NW OF RALEIGH.  LOCATED ON NC 50, 1.5
 EZ0985'MILES NNW OF U.S. 1 AND U.S. 70.  TO REACH STATION PROCEED
 EZ0985'FROM INTERSECTION OF U.S. 1 AND U.S. 70 0.8 MILES NW ON
 EZ0985'U.S. 70 TO Y INTERSECTION.  TURN RIGHT (NORTH), AND
 EZ0985'CONTINUE ON NC 50 FOR 0.75 MILES TO STATION ON LEFT.  FROM
 EZ0985'INTERSECTION OF NC 50 AND SR 1822, GO 0.4 MILES SOUTH ON
 EZ0985'NC 50 TO STATION.
 EZ0985'
 EZ0985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0985'BAKER 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0985'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ0985'
 EZ0985'MARK IS
 EZ0985'
 EZ0985'29.4 FT W OF C/L OF NC 50
 EZ0985'
 EZ0985'32.5 FT S OF C/L OF DRIVEWAY
 EZ0985'
 EZ0985'6.0 FT E OF FENCE
 EZ0985'
 EZ0985'99.9 FT N OF PP WITH ALUMINUM REF. TAG
 EZ0985'
 EZ0985'109.0 FT S OF PP WITH ALUMINUM REF. TAG
 EZ0985
 EZ0985                          STATION RECOVERY (1973)
 EZ0985
 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0985'GOOD AS DESCRIBED.
 EZ0985
 EZ0985                          STATION RECOVERY (1973)
 EZ0985
 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0985'4.3 MI W FROM MILLBROOK.
 EZ0985'BAKER IS LOCATED APPROXIMATELY 5.9 MILES NW OF CAPITOL SQUARE IN
 EZ0985'RALEIGH.  TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S.
 EZ0985'70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 FOR 0.8
 EZ0985'MILES TO SR 1812 LEADING EAST INTO COUNTRY LIFE ESTATES AND
 EZ0985'STATION SW OF INTERSECTION AND SOUTH OF A DRIVEWAY LEADING WEST
 EZ0985'BETWEEN 2 BRICK COLUMNS, 29.4 FT W OF C/L OF NC 50, 32.5 FT S
 EZ0985'OF C/L OF DRIVEWAY, 6.0 FT E OF FENCE, 99.9 FT N OF PP W/ALUMINUM
 EZ0985'REF. TAG, AND 109.0 FT S OF PP W/ALUMINUM REF. TAG.  DISK IS SET
 EZ0985'IN CONCRETE CYLINDER 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ0985
 EZ0985                          STATION RECOVERY (1981)
 EZ0985
 EZ0985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK)
 EZ0985'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EZ0985'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION MARK IS AT THE ENTRANCE
 EZ0985'TO COUNTRY ESTATES SUBDIVISION, 74.3 FEET SOUTH OF FIRE HYDRANT.
 EZ0985
 EZ0985                          STATION RECOVERY (1984)
 EZ0985
 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ0985'THE MARKER IS NOW ABOUT 6 INCHES ABOVE SURFACE OF THE GROUND AND THE
 EZ0985'ALUMINUM REFERENCE TAGS ARE NO LONGER ON THE POWER POLES.
 EZ0985
 EZ0985                          STATION RECOVERY (1987)
 EZ0985
 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0985'RECOVERED IN GOOD CONDITION.
 EZ0985
 EZ0985                          STATION RECOVERY (1991)
 EZ0985
 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 EZ0985'MARK NOT FOUND.
 EZ0985
 EZ0985                          STATION RECOVERY (1993)
 EZ0985
 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ0985'RECOVERED AS DESCRIBED IN 1986.  LINE OF SIGHT TO STATION--KIDD 2--IS
 EZ0985'BLOCKED. MARK PROJECTS 8 INCHES ABOVE GROUND AND IS LOCATED 5.5 M
 EZ0985'(18.0 FT) SOUTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT, 22.7 M
 EZ0985'(74.5 FT) SOUTH OF A FIRE HYDRANT, AND 30.9 M (101.4 FT) NORTH OF A
 EZ0985'POWER POLE WITH A REFERENCE TAG. NOTE--REPORT OF 3/12/93 BY NCGS SHOWS
 EZ0985'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3024 ***********************************************************************
 FA3024  DESIGNATION -  BAKER
 FA3024  PID         -  FA3024
 FA3024  STATE/COUNTY-  NC/CATAWBA
 FA3024  USGS QUAD   -  LONGVIEW (1993)
 FA3024
 FA3024                         *CURRENT SURVEY CONTROL
 FA3024  ___________________________________________________________________
 FA3024* NAD 83(2001)-  35 39 38.27119(N)    081 24 04.86366(W)     ADJUSTED  
 FA3024* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 FA3024  ___________________________________________________________________
 FA3024  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FA3024  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA3024  HORZ ORDER  -  FIRST
 FA3024
 FA3024.The horizontal coordinates were established by classical geodetic methods
 FA3024.and adjusted by the National Geodetic Survey in August 2005.
 FA3024
 FA3024.The orthometric height was scaled from a topographic map.
 FA3024
 FA3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3024
 FA3024.The geoid height was determined by GEOID03.
 FA3024
 FA3024;                    North         East     Units Scale Factor Converg.
 FA3024;SPC NC       -   214,578.077   392,206.100   MT  0.99989798   -1 23 09.6
 FA3024;SPC NC       -   703,994.91  1,286,762.85   sFT  0.99989798   -1 23 09.6
 FA3024;UTM  17      - 3,946,382.700   463,672.746   MT  0.99961626   -0 14 02.3
 FA3024
 FA3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3024!SPC NC       -   0.99991968  x   0.99989798  =   0.99981767
 FA3024!UTM  17      -   0.99991968  x   0.99961626  =   0.99953598
 FA3024
 FA3024:                Primary Azimuth Mark                     Grid Az
 FA3024:SPC NC       -  HICKORY W MUNICIPAL STANDPIPE            026 11 23.4
 FA3024:UTM  17      -  HICKORY W MUNICIPAL STANDPIPE            025 02 16.1
 FA3024
 FA3024|---------------------------------------------------------------------|
 FA3024| PID    Reference Object                     Distance      Geod. Az  |
 FA3024|                                                           dddmmss.s |
 FA3024| FA2966 HICKORY W MUNICIPAL STANDPIPE       APPROX. 8.7 KM 0244813.8 |
 FA3024| FA3946 BAKER RM 1                           12.238 METERS 17510     |
 FA3024| FA3947 BAKER RM 2                           30.870 METERS 27204     |
 FA3024|---------------------------------------------------------------------|
 FA3024
 FA3024                          SUPERSEDED SURVEY CONTROL
 FA3024
 FA3024  NAD 83(1986)-  35 39 38.28064(N)    081 24 04.86273(W) AD(       ) 1
 FA3024  NAD 27      -  35 39 37.81900(N)    081 24 05.54200(W) AD(       ) 1
 FA3024
 FA3024.Superseded values are not recommended for survey control.
 FA3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3024.See file dsdata.txt to determine how the superseded data were derived.
 FA3024
 FA3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6367346383(NAD 83)
 FA3024_MARKER: DS = TRIANGULATION STATION DISK
 FA3024_SETTING: 66 = SET IN ROCK OUTCROP
 FA3024
 FA3024  HISTORY     - Date     Condition        Report By
 FA3024  HISTORY     - 1933     MONUMENTED       CGS
 FA3024  HISTORY     - 1948     MARK NOT FOUND   CGS
 FA3024
 FA3024                          STATION DESCRIPTION
 FA3024
 FA3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FA3024'STATION IS 10.5 MILES WEST OF NEWTON AND 6.0 MILES
 FA3024'SOUTH-SOUTHWEST OF HICKORY, ON HIGHEST POINT OF BAKERS
 FA3024'MOUNTAIN, ON PROPERTY OWNED BY AVERY HILDERBRAND.  TO REACH
 FA3024'FROM INTERSECTION OF ROUTES 10 AND 17 IN HICKORY, GO SOUTH ON
 FA3024'ROUTE 17, PASS THROUGH BROCKFORD, CROSS HENRY RIVER ON
 FA3024'CONCRETE BRIDGE 3.0 MILES FROM HICKORY, AND TAKE RIGHT FORK
 FA3024'AT 3.6 MILES.  PROCEED 2.4 MILES, TAKE RIGHT FORK AT POINT
 FA3024'OPPOSITE MOUNT VIEW SERVICE STATION, FOLLOW ARROWS 0.65 MILE
 FA3024'TO MOUNT GROVE CHURCH ON RIGHT, CONTINUE 0.3 MILE, TURN LEFT
 FA3024'ONTO ROAD THROUGH WOODS, AND GO 0.4 MILE TO HOME OF THOMAS
 FA3024'HILDERBRAND.  MAIN FARMHOUSE HAS BURNED LEAVING ONLY
 FA3024'CHIMNEYS STANDING.  LEAVE TRUCK AND PROCEED SOUTHEAST ON OLD
 FA3024'LOGGING ROAD TO SPRING AND OLD SAWMILL SITE.  FOLLOW TRAIL
 FA3024'FROM THIS POINT AROUND SOUTHEAST SIDE AND THEN UP SOUTH
 FA3024'SIDE TO TOP OF MOUNTAIN.  STATION IS IN BEDROCK, 6 FEET
 FA3024'EAST OF DEAD BURNT OAK TREE 18 INCHES IN DIAMETER.
 FA3024'STATION MARK IS A STANDARD DISK STATION MARK.
 FA3024'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FA3024'BEDROCK.  NO. 1 IS 39.83 FEET FROM STATION
 FA3024'S 4 DEG 50 MIN E.  NO. 2 IS 2 FEET NORTH OF OAK TREE,
 FA3024'IN TRAIL LEADING EAST TO STATION, AND 101.28 FEET FROM
 FA3024'STATION N 87 DEG 56 MIN W.  BEARING FROM STATION
 FA3024'TO STANDPIPE IN WEST HICKORY IS N 24 DEG 48 MIN E.
 FA3024'IN 1934, STATION MARK HAD BEEN CUT OUT OF ROCK, LEAVING ONLY
 FA3024'CENTER OF DISK WHICH WAS VERY LOOSE IN ITS ROCK BASE.  AND
 FA3024'REFERENCE MARK NO. 2 WAS FOUND TO HAVE BEEN DESTROYED.
 FA3024
 FA3024                          STATION RECOVERY (1948)
 FA3024
 FA3024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA3024'STATION MARK AND REFERENCE MARKS HAVE BEEN DESTROYED AND
 FA3024'SHOULD BE CONSIDERED LOST.  HICKORY MUNICIPAL STANDPIPE
 FA3024'(WEST) WHICH WAS USED AS AN AZIMUTH MARK IN 1933, IS STILL IN
 FA3024'PLACE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3034 ***********************************************************************
 FA3034  DESIGNATION -  BAKER
 FA3034  PID         -  FA3034
 FA3034  STATE/COUNTY-  NC/CATAWBA
 FA3034  USGS QUAD   -  LONGVIEW (1993)
 FA3034
 FA3034                         *CURRENT SURVEY CONTROL
 FA3034  ___________________________________________________________________
 FA3034* NAD 83(2001)-  35 39 27.21887(N)    081 24 22.87941(W)     ADJUSTED  
 FA3034* NAVD 88     -       535.8    (meters)    1758.     (feet)  VERTCON   
 FA3034  ___________________________________________________________________
 FA3034  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FA3034  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA3034  HORZ ORDER  -  THIRD
 FA3034
 FA3034.The horizontal coordinates were established by classical geodetic methods
 FA3034.and adjusted by the National Geodetic Survey in August 2005.
 FA3034
 FA3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3034
 FA3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3034
 FA3034.The geoid height was determined by GEOID03.
 FA3034
 FA3034;                    North         East     Units Scale Factor Converg.
 FA3034;SPC NC       -   214,248.548   391,744.886   MT  0.99989760   -1 23 20.0
 FA3034;SPC NC       -   702,913.78  1,285,249.68   sFT  0.99989760   -1 23 20.0
 FA3034;UTM  17      - 3,946,044.060   463,218.378   MT  0.99961667   -0 14 12.8
 FA3034
 FA3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3034!SPC NC       -   0.99992094  x   0.99989760  =   0.99981855
 FA3034!UTM  17      -   0.99992094  x   0.99961667  =   0.99953764
 FA3034
 FA3034:                Primary Azimuth Mark                     Grid Az
 FA3034:SPC NC       -  HICKORY MUNICIPAL TANK                   041 55 30.4
 FA3034:UTM  17      -  HICKORY MUNICIPAL TANK                   040 46 23.2
 FA3034
 FA3034|---------------------------------------------------------------------|
 FA3034| PID    Reference Object                     Distance      Geod. Az  |
 FA3034|                                                           dddmmss.s |
 FA3034| FA2964 HICKORY MUNICIPAL TANK              APPROX.10.9 KM 0403210.4 |
 FA3034| FA2963 HICKORY E MUNICIPAL STANDPIPE       APPROX.11.6 KM 0404455.2 |
 FA3034| FA3951 BAKER RM 2                            3.188 METERS 15924     |
 FA3034| FA3452 HORSE RIDGE LOT                     APPROX.25.3 KM 2582808.5 |
 FA3034| FA3950 BAKER RM 1                            3.191 METERS 27901     |
 FA3034| FA3033 HOOSIER                             APPROX.11.8 KM 3183213.5 |
 FA3034|---------------------------------------------------------------------|
 FA3034
 FA3034                          SUPERSEDED SURVEY CONTROL
 FA3034
 FA3034  NAD 83(1986)-  35 39 27.22840(N)    081 24 22.88214(W) AD(       ) 3
 FA3034  NAD 27      -  35 39 26.74639(N)    081 24 23.58260(W) AD(       ) 3
 FA3034  NGVD 29 (07/19/86)  536.0    (m)         1759.     (f) VERT ANG    3  
 FA3034
 FA3034.Superseded values are not recommended for survey control.
 FA3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3034.See file dsdata.txt to determine how the superseded data were derived.
 FA3034
 FA3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6321846044(NAD 83)
 FA3034_MARKER: DD = SURVEY DISK
 FA3034_SETTING: 0 = UNSPECIFIED SETTING
 FA3034_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3034
 FA3034  HISTORY     - Date     Condition        Report By
 FA3034  HISTORY     - 1948     MONUMENTED       USGS
 FA3034  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 FA3034
 FA3034                          STATION DESCRIPTION
 FA3034
 FA3034'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG)
 FA3034'LOCATED ON SW. AND SLIGHTLY LOWER SUMMIT OF BAKER MOUNTAIN, ABOUT 10
 FA3034'MI SW. OF HICKORY AND 12 MI W. OF NEWTON. THE TOP IS THE SITE OF THE
 FA3034'TRANSMITTER-RECEIVER TOWER OF RADIO STATION WHKY HICKORY. THE STATION
 FA3034'IS AT THE CENTER OF THE STEEL TOWER EQUIDISTANT FROM EACH OF THE THREE
 FA3034'LEGS, AND ABOUT 30 FT N. OF THE N. SIDE OF BUILDING.
 FA3034'
 FA3034'TO REACH FROM HICKORY POST OFFICE AND RR. STATION GO W. ON U. S.
 FA3034'HIGHWAY 70-A FOR 3.0 MI TO T-RD S., 0.7 MI W. OF LONGVIEW SCHOOL, TO
 FA3034'MT. VIEW CHURCH AT SMITH SERVICE STATION, TURN S. AND GO 4.2 MI TO
 FA3034'Y-RD., KEEP RIGHT AND GO 1.25 MI TO CROSSROADS, TURN LEFT AND GO 0.45
 FA3034'MI TO Y-RD., TURN LEFT AND FOLLOW RD. 1.5 MI TO TOP AND STATION.
 FA3034'
 FA3034'STANDARD TABLET STAMPED---BAKER 1948---SET IN TOP OF CONCRETE POST
 FA3034'PROJECTING 10 IN.
 FA3034'
 FA3034'REFERENCE MARK NO 1, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3034'---RM 1 1948---SET VERTICALLY, ARROW POINTING DOWNWARD, ON THE
 FA3034'INSIDE FACE OF W. CONCRETE FOOTING OF TOWER. IT IS 10.47 FT FROM
 FA3034'STATION, N 80 DEG 59 MIN W.
 FA3034'
 FA3034'REFERENCE MARK NO 2, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3034'---RM 2 1948---SET VERTICALLY, ARROW POINTING DOWNWARD, ON INSIDE
 FA3034'FACE OF CONCRETE FOOTING OF TOWER. IT IS 10.46 FT FROM STATION,
 FA3034'S 20 DEG 36 MIN E.
 FA3034
 FA3034                          STATION RECOVERY (1995)
 FA3034
 FA3034'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2283 ***********************************************************************
 EA2283  DESIGNATION -  BAKER
 EA2283  PID         -  EA2283
 EA2283  STATE/COUNTY-  NC/ONSLOW
 EA2283  USGS QUAD   -  NEW RIVER INLET (1997)
 EA2283
 EA2283                         *CURRENT SURVEY CONTROL
 EA2283  ___________________________________________________________________
 EA2283* NAD 83(2001)-  34 34 17.28932(N)    077 16 38.31274(W)     ADJUSTED  
 EA2283* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA2283  ___________________________________________________________________
 EA2283  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 EA2283  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA2283  HORZ ORDER  -  THIRD
 EA2283
 EA2283.The horizontal coordinates were established by classical geodetic methods
 EA2283.and adjusted by the National Geodetic Survey in August 2005.
 EA2283
 EA2283.The orthometric height was scaled from a topographic map.
 EA2283
 EA2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2283
 EA2283.The geoid height was determined by GEOID03.
 EA2283
 EA2283;                    North         East     Units Scale Factor Converg.
 EA2283;SPC NC       -    92,498.737   767,660.968   MT  0.99994256   +0 59 39.4
 EA2283;SPC NC       -   303,472.94  2,518,567.69   sFT  0.99994256   +0 59 39.4
 EA2283;UTM  18      - 3,827,878.828   291,094.465   MT  1.00013794   -1 17 33.7
 EA2283
 EA2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2283!SPC NC       -   1.00000558  x   0.99994256  =   0.99994814
 EA2283!UTM  18      -   1.00000558  x   1.00013794  =   1.00014352
 EA2283
 EA2283|---------------------------------------------------------------------|
 EA2283| PID    Reference Object                     Distance      Geod. Az  |
 EA2283|                                                           dddmmss.s |
 EA2283| EA3175 BAKER RM                             44.272 METERS 08359     |
 EA2283| EA2316 PASS                                APPROX. 0.6 KM 1401941.8 |
 EA2283| EA2333 SWAMP                               APPROX. 0.5 KM 2300727.7 |
 EA2283|---------------------------------------------------------------------|
 EA2283
 EA2283                          SUPERSEDED SURVEY CONTROL
 EA2283
 EA2283  NAD 83(1986)-  34 34 17.30228(N)    077 16 38.32354(W) AD(       ) 3
 EA2283  NAD 27      -  34 34 16.71200(N)    077 16 39.48700(W) AD(       ) 3
 EA2283
 EA2283.Superseded values are not recommended for survey control.
 EA2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2283.See file dsdata.txt to determine how the superseded data were derived.
 EA2283
 EA2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9109427879(NAD 83)
 EA2283_MARKER: DS = TRIANGULATION STATION DISK
 EA2283_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2283_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2283_STAMPING: BAKER 1914 1933
 EA2283_MARK LOGO: CGS   
 EA2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2283
 EA2283  HISTORY     - Date     Condition        Report By
 EA2283  HISTORY     - 1914     MONUMENTED       CGS
 EA2283  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2283  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2283  HISTORY     - 1950     GOOD             CGS
 EA2283  HISTORY     - 1964     GOOD             CGS
 EA2283  HISTORY     - 1967     GOOD             USE
 EA2283  HISTORY     - 19930101 GOOD             NCGS
 EA2283
 EA2283                          STATION DESCRIPTION
 EA2283
 EA2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2283'THIS STATION IS ABOUT 3-1/4 MILES SW OF BROWNS INLET, ABOUT 60
 EA2283'YARDS NW OF THE LOG LANDING AT BAKER CREEK.
 EA2283'
 EA2283'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 EA2283'THE TOP OF A TILE.  UNDERGROUND MARK
 EA2283'IS EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF THE GROUND.
 EA2283'
 EA2283'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT
 EA2283'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS 34.4 METERS
 EA2283'(112.9 FEET) S OF THE STATION, IN LINE WITH THE FIRST PINE
 EA2283'W OF THE LANDING WHICH WAS BLAZED AND HAD AN ARROW POINTING
 EA2283'TOWARD THE STATION CUT IN ITS SURFACE.
 EA2283
 EA2283                          STATION RECOVERY (1933)
 EA2283
 EA2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (APR)
 EA2283'TILE BROKEN UP, AND MARKER NOT TO BE FOUND.  POINT APPEARS TO
 EA2283'HAVE BEEN TORN UP.  REFERENCE MARK NOT SEARCHED FOR.
 EA2283
 EA2283                          STATION RECOVERY (1933)
 EA2283
 EA2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2283'THE STATION IS ABOUT MIDWAY BETWEEN BROWN INLET AND NEW RIVER
 EA2283'INLET ON THE N SIDE OF THE CANAL.  IT IS ABOUT 60 YARDS NW OF THE
 EA2283'LOG LANDING ON BAKER CREEK IN A CULTIVATED FIELD.
 EA2283'
 EA2283'THE STATION WAS RECOVERED IN 1933, THE SURFACE MARK HAD BEEN
 EA2283'PLOWED UP AND WAS FOUND LYING AT THE EDGE OF THE FIELD.  UNDERGROUND
 EA2283'MARK WAS FOUND IN GOOD CONDITION.
 EA2283'
 EA2283'NEW SURFACE MARK, STANDARD DISK WAS PLACED OVER IT IN A 12-INCH
 EA2283'TILE FILLED WITH CONCRETE.  LONE LIVE OAK TREE (24 INCHES IN
 EA2283'DIAMETER), SSW OF STATION WAS BLAZED WITH TRIANGULAR
 EA2283'BLAZE.  THREE NAILS WERE DRIVEN IN BLAZE.
 EA2283'
 EA2283'THE REFERENCE MARK (A STANDARD DISK SET IN A 4-INCH TILE FILLED
 EA2283'WITH CONCRETE) WAS FOUND IN GOOD CONDITION.
 EA2283'
 EA2283'DISTANCE TO REFERENCE MARKS REMEASURED AND FOUND TO BE 44.272
 EA2283'METERS INSTEAD OF 34.4 METERS.  BLAZED PINE TREE HAD BURNED.
 EA2283
 EA2283                          STATION RECOVERY (1950)
 EA2283
 EA2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2283'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 EA2283'PREVIOUS DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION--
 EA2283'
 EA2283'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 EA2283'172 AND MOCKUP ROAD, TRAVEL S ONE MILE ALONG MOCKUP ROAD TO A
 EA2283'CLEARED FIELD AND THE STATION SITE.  IT IS LOCATED APPROXIMATELY
 EA2283'1,200 FEET N OF THE INTRACOASTAL WATERWAY CANAL, 207.4 FEET E OF
 EA2283'THE CENTER LINE OF THE ROAD.
 EA2283'
 EA2283'STATION MARK IS A STANDARD DISK, STAMPED BAKER 1933, AND SET IN
 EA2283'A 12-INCH CONCRETE-FILLED TILE PIPE PROJECTING 6 INCHES ABOVE
 EA2283'GROUND.
 EA2283'
 EA2283'WITNESS MARK IS A 4- BY 4-INCH WOODEN POST 2 FEET N OF THE STATION
 EA2283'AND PROJECTING 18 INCHES ABOVE GROUND.
 EA2283
 EA2283                          STATION RECOVERY (1964)
 EA2283
 EA2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2283'STATION MARK RECOVERED IN GOOD CONDITION.  THE R.M. WAS NOT
 EA2283'RECOVERED BUT IS BELIEVED TO BE INTACT BUT COVERED WITH BRUSH AND
 EA2283'GRASS.  THE PREVIOUS RECOVERY IS INADEQUATE SO A NEW DESCRIPTION
 EA2283'FOLLOWS--TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EA2283'24 AND 172, EAST OF HUBERT.  GO SOUTHERLY ON STATE HIGHWAY 172
 EA2283'FOR 4.3 MILES TO THE ENTRANCE OF CAMP LE JUNE MARINE BASE,
 EA2283'CONTINUE SOUTHERLY ON STATE HIGHWAY 172 FOR 5.6 MILES TO A ROAD
 EA2283'FORK.  TAKE LEFT FORK AND GO SOUTHEASTERLY ON SURFACE ROAD FOR
 EA2283'0.35 MILE TO A SIDE ROAD LEFT AND SIGN ONSLOW BEACH, CONTINUE
 EA2283'STRAIGHT AHEAD FOR 0.6 MILE TO A SIDE ROAD LEFT MOCKUP ROAD,
 EA2283'TURN LEFT AND GO SOUTH 1.1 MILE TO A TRACK ROAD ON THE LEFT.
 EA2283'TURN LEFT ON TRACK ROAD INTO WOODS FOR 0.1 MILE.
 EA2283'
 EA2283'THE STATION MARK IS 84.0 FEET SOUTH OF THE CENTER OF THE TRACK
 EA2283'ROAD, 207.4 FEET EAST OF CENTER OF MOCKUP ROAD, 9.0 FEET SOUTH OF A
 EA2283'STEEL WITNESS POST AND SIGN AND 2.0 FEET SOUTHEAST OF A WOOD
 EA2283'WITNESS POST.
 EA2283'
 EA2283'THE DISK IS STAMPED BAKER 1914 1933 AND IS SET IN TOP OF A
 EA2283'12 INCH TILE FILLED WITH CONCRETE THAT PROJECTS 6 INCHES.
 EA2283
 EA2283                          STATION RECOVERY (1967)
 EA2283
 EA2283'RECOVERY NOTE BY US ENGINEERS 1967
 EA2283'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED
 EA2283'BAKER 1933 SET IN A CONCRETE MONUMENT PROJECTING 6 IN ABOVE
 EA2283'THE GROUND.
 EA2283'
 EA2283'THE STATION IS LOCATED 207.4 FT E OF THE CENTERLINE OF MOCKUP
 EA2283'ROAD AND APPROXIMATELY 1200 FT N-NW OF THE INTERCOASTAL WATERWAY
 EA2283'CANAL.
 EA2283'
 EA2283'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 172
 EA2283'AND MOCKUP ROAD, TRAVEL S 1 MILE ALONG MOCKUP ROAD TO A CLEARED
 EA2283'FIELD AND STATION SITE.
 EA2283
 EA2283                          STATION RECOVERY (1993)
 EA2283
 EA2283'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2283'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4001 ***********************************************************************
 EZ4001  DESIGNATION -  BAKER
 EZ4001  PID         -  EZ4001
 EZ4001  STATE/COUNTY-  NC/GUILFORD
 EZ4001  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4001
 EZ4001                         *CURRENT SURVEY CONTROL
 EZ4001  ___________________________________________________________________
 EZ4001* NAD 83(2001)-  35 57 06.49994(N)    079 57 18.56470(W)     ADJUSTED  
 EZ4001* NAVD 88     -       244.1    (meters)     801.     (feet)  VERTCON   
 EZ4001  ___________________________________________________________________
 EZ4001  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 EZ4001  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EZ4001  HORZ ORDER  -  SECOND
 EZ4001
 EZ4001.The horizontal coordinates were established by classical geodetic methods
 EZ4001.and adjusted by the National Geodetic Survey in August 2005.
 EZ4001
 EZ4001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4001
 EZ4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4001
 EZ4001.The geoid height was determined by GEOID03.
 EZ4001
 EZ4001;                    North         East     Units Scale Factor Converg.
 EZ4001;SPC NC       -   244,667.924   523,434.273   MT  0.99994711   -0 33 04.6
 EZ4001;SPC NC       -   802,714.68  1,717,300.61   sFT  0.99994711   -0 33 04.6
 EZ4001;UTM  17      - 3,979,107.460   594,228.129   MT  0.99970940   +0 36 48.5
 EZ4001
 EZ4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4001!SPC NC       -   0.99996655  x   0.99994711  =   0.99991367
 EZ4001!UTM  17      -   0.99996655  x   0.99970940  =   0.99967596
 EZ4001
 EZ4001:                Primary Azimuth Mark                     Grid Az
 EZ4001:SPC NC       -  SUNOCO                                   061 09 05.2
 EZ4001:UTM  17      -  SUNOCO                                   059 59 12.1
 EZ4001
 EZ4001|---------------------------------------------------------------------|
 EZ4001| PID    Reference Object                     Distance      Geod. Az  |
 EZ4001|                                                           dddmmss.s |
 EZ4001| EZ4053 SUNOCO                              APPROX. 1.7 KM 0603600.6 |
 EZ4001|---------------------------------------------------------------------|
 EZ4001
 EZ4001                          SUPERSEDED SURVEY CONTROL
 EZ4001
 EZ4001  NAD 83(1986)-  35 57 06.50620(N)    079 57 18.57308(W) AD(       ) 2
 EZ4001  NAD 27      -  35 57 06.01156(N)    079 57 19.43494(W) AD(       ) 2
 EZ4001  NGVD 29 (07/19/86)  244.3    (m)          802.     (f) VERT ANG    3  
 EZ4001
 EZ4001.Superseded values are not recommended for survey control.
 EZ4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4001.See file dsdata.txt to determine how the superseded data were derived.
 EZ4001
 EZ4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9422879107(NAD 83)
 EZ4001_MARKER: DE = TRAVERSE STATION DISK
 EZ4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4001_STAMPING: BAKER 1967
 EZ4001_MARK LOGO: NCGS  
 EZ4001_PROJECTION: FLUSH
 EZ4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4001+STABILITY: SURFACE MOTION
 EZ4001
 EZ4001  HISTORY     - Date     Condition        Report By
 EZ4001  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4001  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EZ4001  HISTORY     - 19940726 SEE DESCRIPTION  NCGS
 EZ4001  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 EZ4001
 EZ4001                          STATION DESCRIPTION
 EZ4001
 EZ4001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4001'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ4001'ESTABLISHED IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4001'
 EZ4001'BAKER IS LOCATED APPROXIMATELY 4.5 MILES SOUTHEAST OF
 EZ4001'HIGH POINT.  TO REACH STATION FROM THE INTERSECTION OF
 EZ4001'U.S. 311 (S. MAIN ST.) AND I-85, GO NORTHEAST ON I-85 FOR
 EZ4001'2.55 MILES TO BAKER RD., AND STATION.  STATION IS LOCATED
 EZ4001'ON EAST SHOULDER OF BAKER RD. AT NORTHEAST END OF BAKER RD.
 EZ4001'BRIDGE OVER I-85.
 EZ4001'
 EZ4001'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4001'BAKER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4001'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4001'
 EZ4001'MARK IS
 EZ4001'
 EZ4001'15.6 FT ENE OF C/L OF BAKER RD.
 EZ4001'
 EZ4001'30.1 FT NE OF CAUTION SIGN ON WEST SIDE OF BAKER RD. WITH
 EZ4001'ALUMINUM REF. TAG
 EZ4001'
 EZ4001'6.3 FT N OF CAUTION SIGN ON EAST SIDE OF BAKER RD. WITH
 EZ4001'ALUMINUM REF. TAG
 EZ4001'
 EZ4001'21.5 FT NNW OF NE END OF BRIDGE GUARD RAIL
 EZ4001'
 EZ4001'6.8 FT NW OF N END OF CONCRETE CURB
 EZ4001'
 EZ4001'38.1 FT NE OF NW END OF BRIDGE GUARD RAIL
 EZ4001
 EZ4001                          STATION RECOVERY (1986)
 EZ4001
 EZ4001'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 EZ4001'MARK NOT FOUND.
 EZ4001
 EZ4001                          STATION RECOVERY (1994)
 EZ4001
 EZ4001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ4001'MAY BE LOST--THERE IS A LARGE HOLE WHERE REFERENCES INDICATE MARK
 EZ4001'SHOULD BE LOCATED.
 EZ4001
 EZ4001                          STATION RECOVERY (2004)
 EZ4001
 EZ4001'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ4001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4464 ***********************************************************************
 EZ4464  DESIGNATION -  BAKER
 EZ4464  PID         -  EZ4464
 EZ4464  STATE/COUNTY-  NC/FRANKLIN
 EZ4464  USGS QUAD   -  ROLESVILLE (1993)
 EZ4464
 EZ4464                         *CURRENT SURVEY CONTROL
 EZ4464  ___________________________________________________________________
 EZ4464* NAD 83(2001)-  35 58 22.13367(N)    078 22 44.61588(W)     ADJUSTED  
 EZ4464* NAVD 88     -       131.7    (meters)     432.     (feet)  VERTCON   
 EZ4464  ___________________________________________________________________
 EZ4464  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 EZ4464  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EZ4464  HORZ ORDER  -  SECOND
 EZ4464
 EZ4464.The horizontal coordinates were established by classical geodetic methods
 EZ4464.and adjusted by the National Geodetic Survey in August 2005.
 EZ4464
 EZ4464.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4464
 EZ4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4464
 EZ4464.The geoid height was determined by GEOID03.
 EZ4464
 EZ4464;                    North         East     Units Scale Factor Converg.
 EZ4464;SPC NC       -   246,759.576   665,603.600   MT  0.99995166   +0 21 30.2
 EZ4464;SPC NC       -   809,577.04  2,183,734.48   sFT  0.99995166   +0 21 30.2
 EZ4464;UTM  17      - 3,984,109.578   736,325.902   MT  1.00028823   +1 32 24.9
 EZ4464
 EZ4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4464!SPC NC       -   0.99998458  x   0.99995166  =   0.99993624
 EZ4464!UTM  17      -   0.99998458  x   1.00028823  =   1.00027281
 EZ4464
 EZ4464:                Primary Azimuth Mark                     Grid Az
 EZ4464:SPC NC       -  JAMES                                    076 38 53.1
 EZ4464:UTM  17      -  JAMES                                    075 27 58.4
 EZ4464
 EZ4464|---------------------------------------------------------------------|
 EZ4464| PID    Reference Object                     Distance      Geod. Az  |
 EZ4464|                                                           dddmmss.s |
 EZ4464| EZ3145 JAMES                               APPROX. 1.1 KM 0770023.3 |
 EZ4464|---------------------------------------------------------------------|
 EZ4464
 EZ4464                          SUPERSEDED SURVEY CONTROL
 EZ4464
 EZ4464  NAD 83(1986)-  35 58 22.13959(N)    078 22 44.62696(W) AD(       ) 2
 EZ4464  NAD 27      -  35 58 21.58996(N)    078 22 45.63498(W) AD(       ) 2
 EZ4464  NGVD 29 (07/19/86)  132.0    (m)          433.     (f) VERT ANG    3  
 EZ4464
 EZ4464.Superseded values are not recommended for survey control.
 EZ4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4464.See file dsdata.txt to determine how the superseded data were derived.
 EZ4464
 EZ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3632684110(NAD 83)
 EZ4464_MARKER: DE = TRAVERSE STATION DISK
 EZ4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4464_STAMPING: BAKER 1976
 EZ4464_MARK LOGO: NCGS  
 EZ4464_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4464+STABILITY: SURFACE MOTION
 EZ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4464+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 EZ4464
 EZ4464  HISTORY     - Date     Condition        Report By
 EZ4464  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4464  HISTORY     - 1976     GOOD             NCGS
 EZ4464  HISTORY     - 1978     GOOD             NCGS
 EZ4464  HISTORY     - 20050213 GOOD             USPSQD
 EZ4464
 EZ4464                          STATION DESCRIPTION
 EZ4464
 EZ4464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 EZ4464'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4464'APPROXIMATELY 6.7 MILES ESE OF YOUNGSVILLE AND 7.2 MILES WEST
 EZ4464'OF BUNN, NORTH CAROLINA.  TO REACH STATION FROM THE U.S. 401 AND
 EZ4464'NC 98 CROSSROADS, NORTHEAST OF ROLESVILLE (WAKE CO.), PROCEED
 EZ4464'EASTERLY ALONG NC 98 FOR 1.2 MILES TO STATION ON LEFT, ON THE
 EZ4464'PROLONGATION OF THE WEST SIDE OF BAKERS ONE STORY BRICK
 EZ4464'RESIDENCE.  0.15 MILE WEST OF T INTERSECTION WITH SR 1712 (S).
 EZ4464'
 EZ4464'STATION MARK IS A STANDARD BRASS DISK, STAMPED BAKER 1976, SET
 EZ4464'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH
 EZ4464'THE SURFACE OF THE GROUND.
 EZ4464'
 EZ4464'MARK IS 24.1 FT N OF C/L OF NC 98
 EZ4464'
 EZ4464'109.6 FT W OF C/L OF BAKERS DRIVEWAY
 EZ4464'
 EZ4464'94.5 FT S OF CENTER OF FRONT DOOR OF BAKERS RESIDENCE
 EZ4464'
 EZ4464'95.7 FT WNW OF TELEPHONE PEDESTAL 221S (ACROSS HIGHWAY)
 EZ4464'
 EZ4464'51.1 FT ESE OF POWER POLE 04/27/003 WITH ALUMINUM REF. TAG
 EZ4464'
 EZ4464'77.8 FT SSW OF 8 INCH QUAD TRUNK CRABAPPLE
 EZ4464
 EZ4464                          STATION RECOVERY (1976)
 EZ4464
 EZ4464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4464'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EZ4464
 EZ4464                          STATION RECOVERY (1978)
 EZ4464
 EZ4464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ4464'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ4464
 EZ4464                          STATION RECOVERY (2005)
 EZ4464
 EZ4464'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4464'N 35 58.369
 EZ4464'W 078 22.745
 EZ4464' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4917 ***********************************************************************
 EZ4917  DESIGNATION -  BAKER
 EZ4917  PID         -  EZ4917
 EZ4917  STATE/COUNTY-  NC/HARNETT
 EZ4917  USGS QUAD   -  LILLINGTON (1987)
 EZ4917
 EZ4917                         *CURRENT SURVEY CONTROL
 EZ4917  ___________________________________________________________________
 EZ4917* NAD 83(2001)-  35 23 01.15888(N)    078 48 49.75799(W)     ADJUSTED  
 EZ4917* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 EZ4917  ___________________________________________________________________
 EZ4917  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 EZ4917  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 EZ4917  HORZ ORDER  -  SECOND
 EZ4917
 EZ4917.The horizontal coordinates were established by classical geodetic methods
 EZ4917.and adjusted by the National Geodetic Survey in August 2005.
 EZ4917
 EZ4917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4917
 EZ4917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4917
 EZ4917.The geoid height was determined by GEOID03.
 EZ4917
 EZ4917;                    North         East     Units Scale Factor Converg.
 EZ4917;SPC NC       -   181,237.460   626,515.269   MT  0.99987523   +0 06 26.8
 EZ4917;SPC NC       -   594,609.90  2,055,492.18   sFT  0.99987523   +0 06 26.8
 EZ4917;UTM  17      - 3,917,784.599   698,572.789   MT  1.00008595   +1 15 58.7
 EZ4917
 EZ4917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4917!SPC NC       -   0.99999648  x   0.99987523  =   0.99987171
 EZ4917!UTM  17      -   0.99999648  x   1.00008595  =   1.00008243
 EZ4917
 EZ4917:                Primary Azimuth Mark                     Grid Az
 EZ4917:SPC NC       -  MCKINNEY                                 168 07 34.9
 EZ4917:UTM  17      -  MCKINNEY                                 166 58 03.0
 EZ4917
 EZ4917|---------------------------------------------------------------------|
 EZ4917| PID    Reference Object                     Distance      Geod. Az  |
 EZ4917|                                                           dddmmss.s |
 EZ4917| EZ4911 MCKINNEY                            APPROX. 0.6 KM 1681401.7 |
 EZ4917| EZ4916 COLEMAN                             271.632 METERS 32118     |
 EZ4917|---------------------------------------------------------------------|
 EZ4917
 EZ4917                          SUPERSEDED SURVEY CONTROL
 EZ4917
 EZ4917  NAD 83(1986)-  35 23 01.16445(N)    078 48 49.76256(W) AD(       ) 2
 EZ4917  NAD 27      -  35 23 00.58989(N)    078 48 50.67990(W) AD(       ) 2
 EZ4917  NGVD 29 (07/19/86)   55.8    (m)          183.     (f) VERT ANG    3  
 EZ4917
 EZ4917.Superseded values are not recommended for survey control.
 EZ4917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4917.See file dsdata.txt to determine how the superseded data were derived.
 EZ4917
 EZ4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9857317785(NAD 83)
 EZ4917_MARKER: DE = TRAVERSE STATION DISK
 EZ4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4917_STAMPING: BAKER 1972
 EZ4917_MARK LOGO: NCGS  
 EZ4917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4917+STABILITY: SURFACE MOTION
 EZ4917
 EZ4917  HISTORY     - Date     Condition        Report By
 EZ4917  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4917  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 EZ4917  HISTORY     - 20020930 SEE DESCRIPTION  NCGS
 EZ4917  HISTORY     - 20020930 MARK NOT FOUND   NCGS
 EZ4917  HISTORY     - 20040620 MARK NOT FOUND   USPSQD
 EZ4917
 EZ4917                          STATION DESCRIPTION
 EZ4917
 EZ4917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4917'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4917'VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ4917'
 EZ4917'BAKER IS LOCATED APPROXIMATELY 1.2 MILES SOUTH OF LILLINGTON.  TO
 EZ4917'REACH STATION FROM THE INTERSECTION OF US 401 AND NC 210 IN SOUTH
 EZ4917'LILLINGTON, PROCEED SOUTHEAST ALONG US 401 FOR 0.65 MILE TO STATION
 EZ4917'ON LEFT, 0.35 MILE NORTHWEST OF INTERSECTION OF SR 2019 WITH US 401,
 EZ4917'IN SOUTHEAST QUADRANT OF INTERSECTION OF US 401 AND A DIRT LANE
 EZ4917'LEADING EAST, NEAR FENCE CORNER AND ACROSS US 401 FROM DRIVEWAY
 EZ4917'ENTRANCE TO A FRAME DWELLING.
 EZ4917'
 EZ4917'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4917'BAKER 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4917'IS 3 INCHES ABOVE THE GROUND.
 EZ4917'
 EZ4917'MARK IS--37.6 FEET E OF C/L OF US 401.
 EZ4917'10.0 FEET ENE OF S END OF CULVERT UNDER DIRT FARM ROAD EAST.
 EZ4917'24.1 FEET SE OF N END OF SAME CULVERT.
 EZ4917'10.4 FEET W OF FARMERS COTTON OIL CO. SIGN WITH ALUMINUM REF. TAG.
 EZ4917'9.5 FEET S OF C/L OF DIRT ROAD EAST.
 EZ4917'2.3 FEET N OF PASTURE FENCE.
 EZ4917'113.3 FEET N OF R/W MARKER WHICH IS N OF TP NO. 14 ON E SIDE OF
 EZ4917'US 401.
 EZ4917
 EZ4917                          STATION RECOVERY (1997)
 EZ4917
 EZ4917'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4917'MARK NOT FOUND.
 EZ4917
 EZ4917                          STATION RECOVERY (2002)
 EZ4917
 EZ4917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ4917'STATION NOT FOUND, BELIEVED LOST. THE PASTURE FENCE AND OIL COMPANY
 EZ4917'SIGN ARE GONE. THE REFERENCE AREA IS NOW A CULTIVATED FIELD.
 EZ4917
 EZ4917                          STATION RECOVERY (2002)
 EZ4917
 EZ4917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ4917'STATION NOT FOUND.
 EZ4917
 EZ4917                          STATION RECOVERY (2004)
 EZ4917
 EZ4917'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ4917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3081 ***********************************************************************
 EY3081  DESIGNATION -  BAKER
 EY3081  PID         -  EY3081
 EY3081  STATE/COUNTY-  NC/NASH
 EY3081  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3081
 EY3081                         *CURRENT SURVEY CONTROL
 EY3081  ___________________________________________________________________
 EY3081* NAD 83(2001)-  35 57 25.06556(N)    077 51 54.31072(W)     ADJUSTED  
 EY3081* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 EY3081  ___________________________________________________________________
 EY3081  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EY3081  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EY3081  HORZ ORDER  -  SECOND
 EY3081
 EY3081.The horizontal coordinates were established by classical geodetic methods
 EY3081.and adjusted by the National Geodetic Survey in August 2005.
 EY3081
 EY3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3081
 EY3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3081
 EY3081.The geoid height was determined by GEOID03.
 EY3081
 EY3081;                    North         East     Units Scale Factor Converg.
 EY3081;SPC NC       -   245,410.792   711,977.262   MT  0.99994822   +0 39 18.1
 EY3081;SPC NC       -   805,151.91  2,335,878.73   sFT  0.99994822   +0 39 18.1
 EY3081;UTM  18      - 3,982,970.364   241,602.639   MT  1.00042281   -1 40 59.7
 EY3081
 EY3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3081!SPC NC       -   0.99999863  x   0.99994822  =   0.99994685
 EY3081!UTM  18      -   0.99999863  x   1.00042281  =   1.00042144
 EY3081
 EY3081:                Primary Azimuth Mark                     Grid Az
 EY3081:SPC NC       -  APPLE                                    283 06 04.5
 EY3081:UTM  18      -  APPLE                                    285 26 22.3
 EY3081
 EY3081|---------------------------------------------------------------------|
 EY3081| PID    Reference Object                     Distance      Geod. Az  |
 EY3081|                                                           dddmmss.s |
 EY3081| EY3079 APPLE                               APPROX. 0.7 KM 2834522.6 |
 EY3081|---------------------------------------------------------------------|
 EY3081
 EY3081                          SUPERSEDED SURVEY CONTROL
 EY3081
 EY3081  NAD 83(1986)-  35 57 25.07692(N)    077 51 54.32006(W) AD(       ) 2
 EY3081  NAD 27      -  35 57 24.51516(N)    077 51 55.39232(W) AD(       ) 2
 EY3081  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG    3  
 EY3081
 EY3081.Superseded values are not recommended for survey control.
 EY3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3081.See file dsdata.txt to determine how the superseded data were derived.
 EY3081
 EY3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4160382970(NAD 83)
 EY3081_MARKER: DE = TRAVERSE STATION DISK
 EY3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3081_STAMPING: BAKER 1963
 EY3081_MARK LOGO: NCGS  
 EY3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3081+STABILITY: SURFACE MOTION
 EY3081
 EY3081  HISTORY     - Date     Condition        Report By
 EY3081  HISTORY     - 1963     MONUMENTED       NCGS
 EY3081  HISTORY     - 1986     GOOD             USPSQD
 EY3081  HISTORY     - 20040925 MARK NOT FOUND   USPSQD
 EY3081
 EY3081                          STATION DESCRIPTION
 EY3081
 EY3081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3081'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY3081'THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3081'
 EY3081'BAKER IS 3.8 MILES W OF THE CENTER OF ROCKY MOUNT.  LOCATED 0.6
 EY3081'MILES EAST ALONG ACL RR TRACKS FROM SR 1544, 1.9 MILES W ALONG
 EY3081'ACL RR TRACKS FROM U.S. 301 BYPASS.  TO REACH STATION FROM
 EY3081'INTERSECTION OF SR 1544 AND OLD U.S. 64, GO EAST ON OLD U.S. 64
 EY3081'0.3 MILES TO FARM ROAD ON RIGHT AT BAKERS FARM, TURN RIGHT AND GO
 EY3081'TO ACL RR TRACK.  STATION IS 60 FT S OF TRACK IN CENTER OF FARM
 EY3081'ROAD.
 EY3081'
 EY3081'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3081'BAKER 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3081'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3081'
 EY3081'MARK IS
 EY3081'
 EY3081'6.1 FT S OF S TRACK IN MIDDLE OF FARM ROAD
 EY3081'
 EY3081'38.3 FT SE OF 3 LEAD NAILS IN RR CROSSING SIGN
 EY3081'
 EY3081'21.5 FT NW OF 3 LEAD NAILS IN RR CROSSING SIGN
 EY3081'
 EY3081'73.7 FT NE OF 3 LEAD NAILS IN POLE
 EY3081
 EY3081                          STATION RECOVERY (1986)
 EY3081
 EY3081'RECOVERY NOTE BY US POWER SQUADRON 1986 (JBT)
 EY3081'RECOVERED IN GOOD CONDITION.
 EY3081
 EY3081                          STATION RECOVERY (2004)
 EY3081
 EY3081'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMZ)
 EY3081'RECOVERED BY ROCKY MOUNT USPS (SMZ)POSSIBLY PAVED OVER, BURRIED BEYOND
 EY3081'RECOVERY WITH NEW ROAD WORK AND HOUSING DEVELOPEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2638 ***********************************************************************
 FZ2638  DESIGNATION -  BAKER
 FZ2638  PID         -  FZ2638
 FZ2638  STATE/COUNTY-  NC/WILKES
 FZ2638  USGS QUAD   -  WILKESBORO (1966)
 FZ2638
 FZ2638                         *CURRENT SURVEY CONTROL
 FZ2638  ___________________________________________________________________
 FZ2638* NAD 83(2001)-  36 07 40.63618(N)    081 13 07.89944(W)     ADJUSTED  
 FZ2638* NAVD 88     -       333.0    (meters)    1093.     (feet)  VERTCON   
 FZ2638  ___________________________________________________________________
 FZ2638  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FZ2638  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 FZ2638  HORZ ORDER  -  SECOND
 FZ2638
 FZ2638.The horizontal coordinates were established by classical geodetic methods
 FZ2638.and adjusted by the National Geodetic Survey in August 2005.
 FZ2638
 FZ2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2638
 FZ2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2638
 FZ2638.The geoid height was determined by GEOID03.
 FZ2638
 FZ2638;                    North         East     Units Scale Factor Converg.
 FZ2638;SPC NC       -   266,030.306   409,882.956   MT  0.99998943   -1 16 50.4
 FZ2638;SPC NC       -   872,801.10  1,344,757.66   sFT  0.99998943   -1 16 50.4
 FZ2638;UTM  17      - 3,998,162.805   480,306.482   MT  0.99960478   -0 07 44.5
 FZ2638
 FZ2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2638!SPC NC       -   0.99995290  x   0.99998943  =   0.99994233
 FZ2638!UTM  17      -   0.99995290  x   0.99960478  =   0.99955770
 FZ2638
 FZ2638                          SUPERSEDED SURVEY CONTROL
 FZ2638
 FZ2638  NAD 83(1995)-  36 07 40.63760(N)    081 13 07.90112(W) AD(       ) 2
 FZ2638  NAD 83(1993)-  36 07 40.64228(N)    081 13 07.90494(W) AD(       ) 2
 FZ2638  NAD 83(1986)-  36 07 40.64332(N)    081 13 07.90826(W) AD(       ) 2
 FZ2638  NGVD 29 (06/26/91)  333.2    (m)         1093.     (f) VERT ANG    3  
 FZ2638
 FZ2638.Superseded values are not recommended for survey control.
 FZ2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2638.See file dsdata.txt to determine how the superseded data were derived.
 FZ2638
 FZ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8030698163(NAD 83)
 FZ2638_MARKER: DE = TRAVERSE STATION DISK
 FZ2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2638_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2638+STABILITY: SURFACE MOTION
 FZ2638
 FZ2638  HISTORY     - Date     Condition        Report By
 FZ2638  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2638
 FZ2638                          STATION DESCRIPTION
 FZ2638
 FZ2638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2638'THE STATION IS LOCATED ABOUT 3.9 MI WEST-SOUTHWEST OF WILKESBORO.
 FZ2638'
 FZ2638'ALONG NC 268, 2.9 MI SOUTHWEST OF THE US 421 OVERPASS AT A DRIVE TO
 FZ2638'A BRICK RESIDENCE (0.25 MI NORTHEAST OF SR 1178).
 FZ2638'
 FZ2638'THE STATION IS A STANDARD NCGS DISK
 FZ2638'STAMPED---BAKER 1984---,
 FZ2638'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2638'10 INCHES IN DIAMETER RECESSED 4 INCHES BELOW GROUND.  LOCATED
 FZ2638'27.6 FEET NORTH-NORTHWEST OF THE CENTERLINE OF NC 268,
 FZ2638'47.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A PAVED DRIVEWAY,
 FZ2638'12.0 FEET SOUTH OF THE CENTER OF A CONCRETE HEADWALL,
 FZ2638'18.4 FEET (SLOPE) SOUTHEAST OF A PROPERTY IRON,
 FZ2638'53.5 FEET (SLOPE) SOUTHEAST OF A 16 INCH TRIPLE WHITE OAK WITH A
 FZ2638'REFERENCE TAG,
 FZ2638'128.8 FEET WEST OF THE WEST END OF A GUARD RAIL, AND
 FZ2638'252.3 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A BRICK HOME.
 FZ2638'
 FZ2638'MARK IS LEVEL WITH NC 268.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4487 ***********************************************************************
 FY4487  DESIGNATION -  BAKER
 FY4487  PID         -  FY4487
 FY4487  STATE/COUNTY-  NC/ORANGE
 FY4487  USGS QUAD   -  CEDAR GROVE (1967)
 FY4487
 FY4487                         *CURRENT SURVEY CONTROL
 FY4487  ___________________________________________________________________
 FY4487* NAD 83(2001)-  36 12 09.20511(N)    079 14 22.02844(W)     ADJUSTED  
 FY4487* NAVD 88     -       217.2    (meters)     713.     (feet)  VERTCON   
 FY4487  ___________________________________________________________________
 FY4487  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FY4487  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FY4487  HORZ ORDER  -  SECOND
 FY4487
 FY4487.The horizontal coordinates were established by classical geodetic methods
 FY4487.and adjusted by the National Geodetic Survey in August 2005.
 FY4487
 FY4487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4487
 FY4487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4487
 FY4487.The geoid height was determined by GEOID03.
 FY4487
 FY4487;                    North         East     Units Scale Factor Converg.
 FY4487;SPC NC       -   272,102.202   588,066.461   MT  1.00001021   -0 08 17.5
 FY4487;SPC NC       -   892,721.97  1,929,348.05   sFT  1.00001021   -0 08 17.5
 FY4487;UTM  17      - 4,007,851.879   658,274.808   MT  0.99990867   +1 02 24.2
 FY4487
 FY4487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4487!SPC NC       -   0.99997070  x   1.00001021  =   0.99998091
 FY4487!UTM  17      -   0.99997070  x   0.99990867  =   0.99987937
 FY4487
 FY4487                          SUPERSEDED SURVEY CONTROL
 FY4487
 FY4487  NAD 83(1993)-  36 12 09.20716(N)    079 14 22.03292(W) AD(       ) 2
 FY4487  NAD 83(1986)-  36 12 09.20693(N)    079 14 22.03565(W) AD(       ) 2
 FY4487  NGVD 29 (07/16/92)  217.4    (m)          713.     (f) VERT ANG    3  
 FY4487
 FY4487.Superseded values are not recommended for survey control.
 FY4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4487.See file dsdata.txt to determine how the superseded data were derived.
 FY4487
 FY4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5827507852(NAD 83)
 FY4487_MARKER: DE = TRAVERSE STATION DISK
 FY4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4487_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4487+STABILITY: SURFACE MOTION
 FY4487
 FY4487  HISTORY     - Date     Condition        Report By
 FY4487  HISTORY     - 1981     MONUMENTED       NCGS
 FY4487
 FY4487                          STATION DESCRIPTION
 FY4487
 FY4487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4487'STATION IS LOCATED ABOUT 4.1 MILES SOUTHWEST OF PROSPECT HILL AND
 FY4487'7.6 MILES NORTH OF MEBANE.
 FY4487'
 FY4487'ALONG NC 49, 4.1 MILES SOUTHWEST FROM THE NC 86 INTERSECTION (0.6
 FY4487'MILE SOUTH OF PROSPECT HILL) OR 0.4 MILE SOUTHWEST OF SR 1364  AT
 FY4487'WOODS CORNER.
 FY4487'
 FY4487'THE STATION IS A STANDARD NCGS DISK
 FY4487'STAMPED---BAKER 1981---,
 FY4487'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4487'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY4487'7.60 METERS (25.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FY4487'HIGHWAY,
 FY4487'36.75 METERS (120.6 FT) EAST-NORTHEAST FROM THE CENTER OF DIRT DRIVE
 FY4487'AND--
 FY4487'10.00 METERS (32.8 FT) WEST FROM THE TWIN 10 INCH GUM AND
 FY4487'31.90 METERS (104.7 FT) NORTHEAST FROM THE 50 INCH OAK--BOTH WITH
 FY4487'REFERENCE TAGS.
 FY4487'
 FY4487'MARK IS 2 FEET ABOVE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4001 ***********************************************************************
 FB4001  DESIGNATION -  BAKER
 FB4001  PID         -  FB4001
 FB4001  STATE/COUNTY-  NC/CHEROKEE
 FB4001  USGS QUAD   -  ANDREWS (1990)
 FB4001
 FB4001                         *CURRENT SURVEY CONTROL
 FB4001  ___________________________________________________________________
 FB4001* NAD 83(2001)-  35 11 45.25491(N)    083 50 19.33592(W)     ADJUSTED  
 FB4001* NAVD 88     -       526.682  (meters)    1727.96   (feet)  ADJUSTED  
 FB4001  ___________________________________________________________________
 FB4001  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FB4001  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FB4001  DYNAMIC HT  -         526.140 (meters)    1726.18  (feet)  COMP
 FB4001  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 FB4001
 FB4001  HORZ ORDER  -  SECOND
 FB4001  VERT ORDER  -  SECOND    CLASS II
 FB4001
 FB4001.The horizontal coordinates were established by classical geodetic methods
 FB4001.and adjusted by the National Geodetic Survey in August 2005.
 FB4001
 FB4001.The orthometric height was determined by differential leveling
 FB4001.and adjusted in May 1995.
 FB4001
 FB4001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4001
 FB4001.The geoid height was determined by GEOID03.
 FB4001
 FB4001.The dynamic height is computed by dividing the NAVD 88
 FB4001.geopotential number by the normal gravity value computed on the
 FB4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4001.degrees latitude (g = 980.6199 gals.).
 FB4001
 FB4001.The modeled gravity was interpolated from observed gravity values.
 FB4001
 FB4001;                    North         East     Units Scale Factor Converg.
 FB4001;SPC NC       -   171,130.063   169,170.485   MT  0.99987306   -2 47 33.9
 FB4001;SPC NC       -   561,449.22    555,020.17   sFT  0.99987306   -2 47 33.9
 FB4001;UTM  17      - 3,898,460.456   241,546.642   MT  1.00042331   -1 38 13.4
 FB4001
 FB4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4001!SPC NC       -   0.99992179  x   0.99987306  =   0.99979486
 FB4001!UTM  17      -   0.99992179  x   1.00042331  =   1.00034507
 FB4001
 FB4001                          SUPERSEDED SURVEY CONTROL
 FB4001
 FB4001  NAD 83(1986)-  35 11 45.26335(N)    083 50 19.34432(W) AD(       ) 2
 FB4001  NGVD 29 (07/29/98)  526.71   (m)         1728.0    (f) LEVELING    3  
 FB4001
 FB4001.Superseded values are not recommended for survey control.
 FB4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4001.See file dsdata.txt to determine how the superseded data were derived.
 FB4001
 FB4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4154798460(NAD 83)
 FB4001_MARKER: DE = TRAVERSE STATION DISK
 FB4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4001_SP_SET: CONCRETE POST
 FB4001_STAMPING: BAKER 1987
 FB4001_MARK LOGO: NCGS  
 FB4001_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4001+STABILITY: SURFACE MOTION
 FB4001
 FB4001  HISTORY     - Date     Condition        Report By
 FB4001  HISTORY     - 1987     MONUMENTED       NCGS
 FB4001
 FB4001                          STATION DESCRIPTION
 FB4001
 FB4001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB4001'STATION IS LOCATED IN ANDREWS.  ALONG SR 1616 (TEAS STREET) FOR 0.9
 FB4001'KM (0.55 MI) SOUTHWEST FROM US 19-129 BUSINESS (SECOND STREET) IN
 FB4001'ANDREWS, IN NORTH SHOULDER AT BAKER INDUSTRIES.  STATION IS A
 FB4001'STANDARD NCGS DISK STAMPED---BAKER 1987---, SET INTO THE TOP OF A
 FB4001'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB4001'6.10 M (20.0 FT) NORTH FROM THE CENTERLINE OF STREET, 3.96 M (13.0
 FB4001'FT) SOUTH FROM A LIGHT POLE WITH REFERENCE TAG, 11.58 M (38.0 FT)
 FB4001'EAST-NORTHEAST FROM THE CENTERLINE OF WEST MOST ENTRANCE DRIVE, AND
 FB4001'20.33 M (66.7 FT) EAST FROM THE SOUTHEAST CORNER POST OF CHAIN LINK
 FB4001'FENCE.  STATION IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3010 ***********************************************************************
 FA3010  DESIGNATION -  BAKER 2
 FA3010  PID         -  FA3010
 FA3010  STATE/COUNTY-  NC/CATAWBA
 FA3010  USGS QUAD   -  LONGVIEW (1993)
 FA3010
 FA3010                         *CURRENT SURVEY CONTROL
 FA3010  ___________________________________________________________________
 FA3010* NAD 83(2001)-  35 39 37.91183(N)    081 24 05.37572(W)     ADJUSTED  
 FA3010* NAVD 88     -       544.     (meters)    1785.     (feet)  VERTCON   
 FA3010  ___________________________________________________________________
 FA3010  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FA3010  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA3010  HORZ ORDER  -  SECOND
 FA3010
 FA3010.The horizontal coordinates were established by classical geodetic methods
 FA3010.and adjusted by the National Geodetic Survey in August 2005.
 FA3010
 FA3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3010
 FA3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3010
 FA3010.The geoid height was determined by GEOID03.
 FA3010
 FA3010;                    North         East     Units Scale Factor Converg.
 FA3010;SPC NC       -   214,567.318   392,192.958   MT  0.99989797   -1 23 09.9
 FA3010;SPC NC       -   703,959.61  1,286,719.73   sFT  0.99989797   -1 23 09.9
 FA3010;UTM  17      - 3,946,371.681   463,659.826   MT  0.99961627   -0 14 02.6
 FA3010
 FA3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3010!SPC NC       -   0.99991968  x   0.99989797  =   0.99981766
 FA3010!UTM  17      -   0.99991968  x   0.99961627  =   0.99953599
 FA3010
 FA3010|---------------------------------------------------------------------|
 FA3010| PID    Reference Object                     Distance      Geod. Az  |
 FA3010|                                                           dddmmss.s |
 FA3010| FA3948 BAKER 2 RM 3                         13.914 METERS 00548     |
 FA3010| FA3025 BAKER 2 HUB                          16.700 METERS 04844     |
 FA3010| FA3030 RADIO STATION WHKY MAST             APPROX. 0.6 KM 2331203.8 |
 FA3010| FA3949 BAKER 2 RM 4                         14.073 METERS 25219     |
 FA3010|---------------------------------------------------------------------|
 FA3010
 FA3010                          SUPERSEDED SURVEY CONTROL
 FA3010
 FA3010  NAD 83(1986)-  35 39 37.91878(N)    081 24 05.37394(W) AD(       ) 2
 FA3010  NAD 27      -  35 39 37.44112(N)    081 24 06.05026(W) AD(       ) 2
 FA3010  NGVD 29 (07/19/86)  544.     (m)         1785.     (f) VERT ANG    3  
 FA3010
 FA3010.Superseded values are not recommended for survey control.
 FA3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3010.See file dsdata.txt to determine how the superseded data were derived.
 FA3010
 FA3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6366046372(NAD 83)
 FA3010_MARKER: DS = TRIANGULATION STATION DISK
 FA3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3010_SP_SET: SQUARE CONCRETE MONUMENT
 FA3010_STAMPING: BAKER 2 1948
 FA3010_MARK LOGO: CGS   
 FA3010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3010+STABILITY: SURFACE MOTION
 FA3010
 FA3010  HISTORY     - Date     Condition        Report By
 FA3010  HISTORY     - 1948     MONUMENTED       CGS
 FA3010  HISTORY     - 1948     GOOD             CGS
 FA3010  HISTORY     - 1969     GOOD             NCGS
 FA3010  HISTORY     - 19870101 GOOD             NCGS
 FA3010  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 FA3010
 FA3010                          STATION DESCRIPTION
 FA3010
 FA3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA3010'STATION IS LOCATED ABOUT 10-1/2 MILES WEST OF NEWTON AND
 FA3010'ABOUT 6 MILES SOUTH OF HICKORY ON THE HIGHEST POINT OF BAKER
 FA3010'MOUNTAIN.  IT IS 4 FEET EAST OF A WHITE WITNESS POST.  THE
 FA3010'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BAKER 2 1948.
 FA3010'
 FA3010'REFERENCE MARK NO. 3 IS 45.65 FEET NORTH OF STATION.  THE MARK
 FA3010'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAKER 2 NO 3 1948.
 FA3010'
 FA3010'REFERENCE MARK NO. 4 IS 46.17 FEET SOUTHWEST OF THE STATION.  THE
 FA3010'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 FA3010'BAKER 2 NO 4 1948.
 FA3010'
 FA3010'*BAKER 2 HUB IS 54.79 FEET NORTHEAST OF THE STATION.  THE
 FA3010'MARK IS A 5/8 INCH DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 FA3010'PROJECTS ABOUT 4 INCHES.
 FA3010'
 FA3010'WHKY RADIO MAST WAS USED AS AN AZIMUTH MARK.  IT IS 0.2 MILE
 FA3010'SOUTHWEST OF THE STATION, 100 FEET SOUTH OF CENTER OF A DIRT
 FA3010'ROAD AND 30 FEET NORTHWEST OF A BRICK BUILDING.
 FA3010'
 FA3010'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64,
 FA3010'70, AND 321 AND STATE HIGHWAY 127, WHICH IS ABOUT 1 MILE
 FA3010'SOUTH OF HICKORY, GO SOUTH ON HIGHWAY 127 FOR 4.1 MILES TO A
 FA3010'DIRT ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR
 FA3010'1.9 MILES TO A T ROAD, TURN LEFT AND GO 1.3 MILES TO A
 FA3010'CROSSROAD, TURN LEFT AND GO 0.4 MILE TO A T ROAD LEFT, TURN
 FA3010'LEFT AND FOLLOW MAIN ROAD FOR 1.5 MILES TO WHKY RADIO MAST
 FA3010'(AZIMUTH MARK).  BEAR LEFT AND GO 0.25 MILE TO A FORK, TAKE
 FA3010'RIGHT FORK AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO
 FA3010'ABOUT 100 FEET TO A TRAIL LEFT, TURN LEFT AND FOLLOW TRAIL
 FA3010'TO TOP OF MOUNTAIN AND STATION AS DESCRIBED.
 FA3010'
 FA3010'*(NOTE) STATION WAS BUILT OVER THIS POINT AND ALL
 FA3010'OBSERVATIONS MADE FROM HERE.
 FA3010'
 FA3010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3010
 FA3010                          STATION RECOVERY (1948)
 FA3010
 FA3010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 FA3010'RECOVERED IN GOOD CONDITION.
 FA3010
 FA3010                          STATION RECOVERY (1969)
 FA3010
 FA3010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3010'BAKER 2 GOOD
 FA3010'
 FA3010'RM 1 GOOD
 FA3010'
 FA3010'RM 2 GOOD
 FA3010
 FA3010                          STATION RECOVERY (1987)
 FA3010
 FA3010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3010'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. RM 1 AND RM
 FA3010
 FA3010                          STATION RECOVERY (1995)
 FA3010
 FA3010'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3025 ***********************************************************************
 FA3025  DESIGNATION -  BAKER 2 HUB
 FA3025  PID         -  FA3025
 FA3025  STATE/COUNTY-  NC/CATAWBA
 FA3025  USGS QUAD   -  LONGVIEW (1993)
 FA3025
 FA3025                         *CURRENT SURVEY CONTROL
 FA3025  ___________________________________________________________________
 FA3025* NAD 83(2001)-  35 39 38.26920(N)    081 24 04.87664(W)     ADJUSTED  
 FA3025* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 FA3025  ___________________________________________________________________
 FA3025  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 FA3025  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA3025  HORZ ORDER  -  SECOND
 FA3025
 FA3025.The horizontal coordinates were established by classical geodetic methods
 FA3025.and adjusted by the National Geodetic Survey in August 2005.
 FA3025
 FA3025.The orthometric height was scaled from a topographic map.
 FA3025
 FA3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3025
 FA3025.The geoid height was determined by GEOID03.
 FA3025
 FA3025;                    North         East     Units Scale Factor Converg.
 FA3025;SPC NC       -   214,578.024   392,205.773   MT  0.99989798   -1 23 09.6
 FA3025;SPC NC       -   703,994.73  1,286,761.77   sFT  0.99989798   -1 23 09.6
 FA3025;UTM  17      - 3,946,382.640   463,672.419   MT  0.99961626   -0 14 02.3
 FA3025
 FA3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3025!SPC NC       -   0.99991968  x   0.99989798  =   0.99981767
 FA3025!UTM  17      -   0.99991968  x   0.99961626  =   0.99953598
 FA3025
 FA3025:                Primary Azimuth Mark                     Grid Az
 FA3025:SPC NC       -  RADIO STATION WIRC MAST                  054 07 56.5
 FA3025:UTM  17      -  RADIO STATION WIRC MAST                  052 58 49.2
 FA3025
 FA3025|---------------------------------------------------------------------|
 FA3025| PID    Reference Object                     Distance      Geod. Az  |
 FA3025|                                                           dddmmss.s |
 FA3025| FA2980 RADIO STATION WIRC MAST             APPROX.10.3 KM 0524446.9 |
 FA3025| FA3078 GRANITE FALLS RESET                 APPROX.15.8 KM 3474916.9 |
 FA3025|---------------------------------------------------------------------|
 FA3025
 FA3025                          SUPERSEDED SURVEY CONTROL
 FA3025
 FA3025  NAD 83(1986)-  35 39 38.27615(N)    081 24 04.87486(W) AD(       ) 2
 FA3025  NAD 27      -  35 39 37.79850(N)    081 24 05.55120(W) AD(       ) 2
 FA3025
 FA3025.Superseded values are not recommended for survey control.
 FA3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3025.See file dsdata.txt to determine how the superseded data were derived.
 FA3025
 FA3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6367246383(NAD 83)
 FA3025_MARKER: H = DRILL HOLE
 FA3025_SETTING: 66 = SET IN ROCK OUTCROP
 FA3025_SP_SET: SET IN ROCK OUTCROP
 FA3025_MARK LOGO: CGS   
 FA3025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FA3025+STABILITY: POSITION/ELEVATION WELL
 FA3025
 FA3025  HISTORY     - Date     Condition        Report By
 FA3025  HISTORY     - 1948     MONUMENTED       CGS
 FA3025
 FA3025                          STATION DESCRIPTION
 FA3025
 FA3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FA3025'BAKER 2 HUB IS 54.79 FEET NORTHEAST OF STATION BAKER 2.  THE
 FA3025'MARK IS A 5/8 INCH DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 FA3025'PROJECTS ABOUT 4 INCHES.
 FA3025'
 FA3025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64,
 FA3025'70, AND 321 AND STATE HIGHWAY 127, WHICH IS ABOUT 1 MILE
 FA3025'SOUTH OF HICKORY, GO SOUTH ON HIGHWAY 127 FOR 4.1 MILES TO A
 FA3025'DIRT ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN DIRT ROAD FOR
 FA3025'1.9 MILES TO A T ROAD, TURN LEFT AND GO 1.3 MILES TO A
 FA3025'CROSSROAD, TURN LEFT AND GO 0.4 MILE TO A T ROAD LEFT, TURN
 FA3025'LEFT AND FOLLOW MAIN ROAD FOR 1.5 MILES TO WHKY RADIO MAST
 FA3025'(AZIMUTH MARK).  BEAR LEFT AND GO 0.25 MILE TO A FORK, TAKE
 FA3025'RIGHT FORK AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO
 FA3025'ABOUT 100 FEET TO A TRAIL LEFT, TURN LEFT AND FOLLOW TRAIL
 FA3025'TO TOP OF MOUNTAIN AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1738 ***********************************************************************
 EB1738  DESIGNATION -  BAKERS
 EB1738  PID         -  EB1738
 EB1738  STATE/COUNTY-  NC/HOKE
 EB1738  USGS QUAD   -  RAEFORD (1982)
 EB1738
 EB1738                         *CURRENT SURVEY CONTROL
 EB1738  ___________________________________________________________________
 EB1738* NAD 83(2001)-  34 58 26.13623(N)    079 13 26.35120(W)     ADJUSTED  
 EB1738* NAVD 88     -        73.510  (meters)     241.17   (feet)  ADJUSTED  
 EB1738  ___________________________________________________________________
 EB1738  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EB1738  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EB1738  DYNAMIC HT  -          73.442 (meters)     240.95  (feet)  COMP
 EB1738  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 EB1738
 EB1738  HORZ ORDER  -  SECOND
 EB1738  VERT ORDER  -  SECOND    CLASS II
 EB1738
 EB1738.The horizontal coordinates were established by classical geodetic methods
 EB1738.and adjusted by the National Geodetic Survey in August 2005.
 EB1738
 EB1738.The orthometric height was determined by differential leveling
 EB1738.and adjusted in June 1991.
 EB1738
 EB1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1738
 EB1738.The geoid height was determined by GEOID03.
 EB1738
 EB1738.The dynamic height is computed by dividing the NAVD 88
 EB1738.geopotential number by the normal gravity value computed on the
 EB1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1738.degrees latitude (g = 980.6199 gals.).
 EB1738
 EB1738.The modeled gravity was interpolated from observed gravity values.
 EB1738
 EB1738;                    North         East     Units Scale Factor Converg.
 EB1738;SPC NC       -   135,793.470   589,149.808   MT  0.99988428   -0 07 45.4
 EB1738;SPC NC       -   445,515.74  1,932,902.33   sFT  0.99988428   -0 07 45.4
 EB1738;UTM  17      - 3,871,592.212   662,124.544   MT  0.99992395   +1 01 05.7
 EB1738
 EB1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1738!SPC NC       -   0.99999359  x   0.99988428  =   0.99987787
 EB1738!UTM  17      -   0.99999359  x   0.99992395  =   0.99991754
 EB1738
 EB1738                          SUPERSEDED SURVEY CONTROL
 EB1738
 EB1738  NAD 83(1986)-  34 58 26.15064(N)    079 13 26.35622(W) AD(       ) 2
 EB1738  NAVD 88 (06/16/98)   73.51   (m)          241.2    (f) LEVELING    3  
 EB1738  NGVD 29 (04/22/91)   73.78   (m)          242.1    (f) LEVELING    3  
 EB1738
 EB1738.Superseded values are not recommended for survey control.
 EB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1738.See file dsdata.txt to determine how the superseded data were derived.
 EB1738
 EB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6212571592(NAD 83)
 EB1738_MARKER: DE = TRAVERSE STATION DISK
 EB1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1738_SP_SET: CONCRETE POST
 EB1738_STAMPING: BAKERS 1978
 EB1738_MARK LOGO: NCGS  
 EB1738_PROJECTION: FLUSH
 EB1738_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1738
 EB1738  HISTORY     - Date     Condition        Report By
 EB1738  HISTORY     - 1978     MONUMENTED       NCGS
 EB1738  HISTORY     - 1981     GOOD             NCGS
 EB1738  HISTORY     - 1981     MARK NOT FOUND   NCGS
 EB1738
 EB1738                          STATION DESCRIPTION
 EB1738
 EB1738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB1738'THE STATION IS LOCATED IN THE SOUTH SECTION OF RAEFORD.
 EB1738'
 EB1738'TO REACH STATION FROM INTERSECTION OF MAIN STREET NC 211 WITH HARRIS
 EB1738'AVENUE US 401 BUSINESS, PROCEED SOUTH ALONG NC 211 FOR 0.25 MILE TO
 EB1738'STATION ON LEFT APPROXIMATELY 150 FEET SOUTH OF BAKERS TV AND
 EB1738'APPLIANCE STORE.
 EB1738'
 EB1738'STATION MARK IS A STANDARD DISK STAMPED---BAKERS 1978---SET IN TOP OF
 EB1738'A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 EB1738'SURFACE. THE MARK IS 23.8 FEET EAST OF CENTERLINE OF HIGHWAY, 10.9
 EB1738'FEET NORTHEAST OF CENTER OF MANHOLE COVER ON EAST SIDE OF HIGHWAY AND
 EB1738'3.6 FEET WEST OF METAL WITNESS POST, 11.1 FEET NORTH-NORTHEAST OF
 EB1738'POWER POLE 2909 AND 76.5 FEET SOUTH-SOUTHWEST OF A 24 INCH MAGNOLIA
 EB1738'ALL WITH REFERENCE TAGS.
 EB1738
 EB1738                          STATION RECOVERY (1981)
 EB1738
 EB1738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EB1738'IN RAEFORD.
 EB1738'0.2 MILES SOUTH ALONG NC 211 (MAIN STREET) FROM THE INTERSECTION
 EB1738'WITH US 401 BUSINESS (HARRIS AVENUE) IN RAEFORD, ABOUT 150 FEET SOUTH
 EB1738'OF BAKERS TV AND APPLIANCE STORE, 23.8 FEET EAST OF CENTERLINE OF
 EB1738'HIGHWAY, 10.9 FEET NORTHEAST OF CENTER OF MANHOLE COVER, 11.1 FEET
 EB1738'NORTH-NORTHEAST OF POWER POLE (2909) AND 76.5 FEET SOUTH-SOUTHWEST
 EB1738'OF 24 INCH MAGNOLIA BOTH WITH REFERENCE TAGS.
 EB1738'THE MARK IS 1 FT ABOVE HIGHWAY.
 EB1738
 EB1738                          STATION RECOVERY (1981)
 EB1738
 EB1738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EB1738'HOWEVER, THIS STATION IS SAID TO HAVE BEEN DESTROYED BY PLACEMENT OF
 EB1738'NEW SIDEWALK IN FEBRUARY 23, 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2028 ***********************************************************************
 EY2028  DESIGNATION -  BAKERS
 EY2028  PID         -  EY2028
 EY2028  STATE/COUNTY-  NC/PITT
 EY2028  USGS QUAD   -  WILMAR (1983)
 EY2028
 EY2028                         *CURRENT SURVEY CONTROL
 EY2028  ___________________________________________________________________
 EY2028* NAD 83(2001)-  35 24 03.11564(N)    077 14 17.20549(W)     ADJUSTED  
 EY2028* NAVD 88     -         9.668  (meters)      31.72   (feet)  ADJUSTED  
 EY2028  ___________________________________________________________________
 EY2028  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 EY2028  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EY2028  DYNAMIC HT  -           9.659 (meters)      31.69  (feet)  COMP
 EY2028  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 EY2028
 EY2028  HORZ ORDER  -  SECOND
 EY2028  VERT ORDER  -  SECOND    CLASS II
 EY2028
 EY2028.The horizontal coordinates were established by classical geodetic methods
 EY2028.and adjusted by the National Geodetic Survey in August 2005.
 EY2028
 EY2028.The orthometric height was determined by differential leveling
 EY2028.and adjusted in June 1991.
 EY2028
 EY2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2028
 EY2028.The geoid height was determined by GEOID03.
 EY2028
 EY2028.The dynamic height is computed by dividing the NAVD 88
 EY2028.geopotential number by the normal gravity value computed on the
 EY2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2028.degrees latitude (g = 980.6199 gals.).
 EY2028
 EY2028.The modeled gravity was interpolated from observed gravity values.
 EY2028
 EY2028;                    North         East     Units Scale Factor Converg.
 EY2028;SPC NC       -   184,550.909   769,624.103   MT  0.99987596   +1 01 00.9
 EY2028;SPC NC       -   605,480.77  2,525,008.41   sFT  0.99987596   +1 01 00.9
 EY2028;UTM  18      - 3,919,799.286   296,752.393   MT  1.00010910   -1 17 49.1
 EY2028
 EY2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2028!SPC NC       -   1.00000422  x   0.99987596  =   0.99988018
 EY2028!UTM  18      -   1.00000422  x   1.00010910  =   1.00011332
 EY2028
 EY2028                          SUPERSEDED SURVEY CONTROL
 EY2028
 EY2028  NAD 83(1986)-  35 24 03.12571(N)    077 14 17.21473(W) AD(       ) 2
 EY2028  NGVD 29 (10/26/90)   10.01   (m)           32.8    (f) LEVELING    3  
 EY2028
 EY2028.Superseded values are not recommended for survey control.
 EY2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2028.See file dsdata.txt to determine how the superseded data were derived.
 EY2028
 EY2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9675219799(NAD 83)
 EY2028_MARKER: DE = TRAVERSE STATION DISK
 EY2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2028_SP_SET: CONCRETE POST
 EY2028_STAMPING: BAKERS 1979
 EY2028_MARK LOGO: NCGS  
 EY2028_PROJECTION: RECESSED 3 CENTIMETERS
 EY2028_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2028+STABILITY: SURFACE MOTION
 EY2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2028+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY2028
 EY2028  HISTORY     - Date     Condition        Report By
 EY2028  HISTORY     - 1979     MONUMENTED       NCGS
 EY2028  HISTORY     - 1982     GOOD             NCGS
 EY2028  HISTORY     - 1986     GOOD             USPSQD
 EY2028  HISTORY     - 19870420 GOOD             USPSQD
 EY2028  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EY2028  HISTORY     - 19890715 GOOD             USPSQD
 EY2028  HISTORY     - 20040314 GOOD             USPSQD
 EY2028
 EY2028                          STATION DESCRIPTION
 EY2028
 EY2028'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2028'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF CALICO AND
 EY2028'8.6 MILES NORTHWEST OF VANCEBORO.
 EY2028'
 EY2028'TO REACH STATION FROM INTERSECTION OF NC 43 WITH NC 102 IN CALICO,
 EY2028'PROCEED SOUTHEAST ALONG NC 43 FOR 1.6 MILES TO SR 1800 CROSSROAD AND
 EY2028'STATION 0.7 MILE NORTHWEST OF THE PITT-CRAVEN COUNTY LINE.
 EY2028'
 EY2028'STATION MARK IS A STANDARD DISK STAMPED---BAKERS 1979---SET IN TOP OF
 EY2028'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.THE
 EY2028'MARK IS 22.4 FEET EAST-NORTHEAST OF CENTERLINE OF NC 43, 30.7 FEET
 EY2028'NORTHWEST OF CENTERLINE OF SR 1800, 25.5 FEET SOUTHEAST OF NORTH END
 EY2028'OF GRASS ISLAND WITH CURB, 38.6 FEET SOUTH OF SOUTH BLOCK COLUMN OF
 EY2028'STORE AND 13.7 FEET WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND
 EY2028'REFERENCE TAG.
 EY2028
 EY2028                          STATION RECOVERY (1982)
 EY2028
 EY2028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2028'8.6 MI NW FROM VANCEBORO.
 EY2028'1.6 MILES SOUTHEAST ALONG NC 43 FROM THE INTERSECTION OF NC 102 IN
 EY2028'CALICO TO SR 1800 CROSSROAD, 0.7 MILE NORTHWEST OF THE PITT-CRAVEN
 EY2028'COUNTY LINE, 22.4 FEET EAST-NORTHEAST OF CENTERLINE OF NC 43, 30.7
 EY2028'FEET NORTHWEST OF CENTERLINE OF SR 1800, 25.5 FEET SOUTHEAST OF NORTH
 EY2028'END OF GRASS ISLAND WITH CURB, 38.6 FEET SOUTH OF SOUTH BLOCK COLUMN
 EY2028'OF STORE, AND 13.7 FEET WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND
 EY2028'ALUMINUM REFERENCE TAG.
 EY2028
 EY2028                          STATION RECOVERY (1986)
 EY2028
 EY2028'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY2028'RECOVERED IN GOOD CONDITION.
 EY2028
 EY2028                          STATION RECOVERY (1987)
 EY2028
 EY2028'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY2028'RECOVERED IN GOOD CONDITION.
 EY2028
 EY2028                          STATION RECOVERY (1989)
 EY2028
 EY2028'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2028'MARK NOT FOUND.
 EY2028
 EY2028                          STATION RECOVERY (1989)
 EY2028
 EY2028'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY2028'RECOVERED IN GOOD CONDITION.
 EY2028
 EY2028                          STATION RECOVERY (2004)
 EY2028
 EY2028'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2028'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1766 ***********************************************************************
 EY1766  DESIGNATION -  BAKERS
 EY1766  PID         -  EY1766
 EY1766  STATE/COUNTY-  NC/WILSON
 EY1766  USGS QUAD   -  STANTONSBURG (1978)
 EY1766
 EY1766                         *CURRENT SURVEY CONTROL
 EY1766  ___________________________________________________________________
 EY1766* NAD 83(2001)-  35 36 24.97440(N)    077 49 23.96637(W)     ADJUSTED  
 EY1766* NAVD 88     -        26.594  (meters)      87.25   (feet)  ADJUSTED  
 EY1766  ___________________________________________________________________
 EY1766  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 EY1766  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EY1766  DYNAMIC HT  -          26.571 (meters)      87.17  (feet)  COMP
 EY1766  MODELED GRAV-     979,764.0   (mgal)                       NAVD 88
 EY1766
 EY1766  HORZ ORDER  -  SECOND
 EY1766  VERT ORDER  -  SECOND    CLASS II
 EY1766
 EY1766.The horizontal coordinates were established by classical geodetic methods
 EY1766.and adjusted by the National Geodetic Survey in August 2005.
 EY1766
 EY1766.The orthometric height was determined by differential leveling
 EY1766.and adjusted in April 1999.
 EY1766
 EY1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1766
 EY1766.The geoid height was determined by GEOID03.
 EY1766
 EY1766.The dynamic height is computed by dividing the NAVD 88
 EY1766.geopotential number by the normal gravity value computed on the
 EY1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1766.degrees latitude (g = 980.6199 gals.).
 EY1766
 EY1766.The modeled gravity was interpolated from observed gravity values.
 EY1766
 EY1766;                    North         East     Units Scale Factor Converg.
 EY1766;SPC NC       -   206,623.563   716,204.598   MT  0.99989175   +0 40 44.9
 EY1766;SPC NC       -   677,897.47  2,349,747.92   sFT  0.99989175   +0 40 44.9
 EY1766;UTM  18      - 3,944,023.922   244,250.204   MT  1.00040610   -1 38 40.9
 EY1766
 EY1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1766!SPC NC       -   1.00000135  x   0.99989175  =   0.99989310
 EY1766!UTM  18      -   1.00000135  x   1.00040610  =   1.00040745
 EY1766
 EY1766|---------------------------------------------------------------------|
 EY1766| PID    Reference Object                     Distance      Geod. Az  |
 EY1766|                                                           dddmmss.s |
 EY1766| EY1767 SARACOMM                            222.759 METERS 14926     |
 EY1766| EY1764 SCHOOL                              APPROX. 0.7 KM 2335430.6 |
 EY1766|---------------------------------------------------------------------|
 EY1766
 EY1766                          SUPERSEDED SURVEY CONTROL
 EY1766
 EY1766  NAD 83(1986)-  35 36 24.98184(N)    077 49 23.97471(W) AD(       ) 2
 EY1766  NAD 27      -  35 36 24.40665(N)    077 49 25.04523(W) AD(       ) 2
 EY1766  NAVD 88 (06/15/91)   26.595  (m)           87.25   (f) UNKNOWN     2 2
 EY1766  NGVD 29 (07/19/86)   26.9    (m)           88.     (f) VERT ANG    3  
 EY1766
 EY1766.Superseded values are not recommended for survey control.
 EY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1766.See file dsdata.txt to determine how the superseded data were derived.
 EY1766
 EY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4425044024(NAD 83)
 EY1766_MARKER: DE = TRAVERSE STATION DISK
 EY1766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EY1766_SP_SET: CONCRETE SIDEWALK
 EY1766_STAMPING: BAKERS 1975
 EY1766_MARK LOGO: NCGS  
 EY1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1766
 EY1766  HISTORY     - Date     Condition        Report By
 EY1766  HISTORY     - 1975     MONUMENTED       NCGS
 EY1766  HISTORY     - 1979     GOOD             NCGS
 EY1766  HISTORY     - 19920809 GOOD             USPSQD
 EY1766
 EY1766                          STATION DESCRIPTION
 EY1766
 EY1766'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1766'BAKERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1766'IN THE VICINITY OF STANTONSBURG, NORTH CAROLINA.
 EY1766'
 EY1766'BAKERS IS LOCATED IN DOWNTOWN STANTONSBURG, AT THE INTERSECTION OF
 EY1766'MAIN STREET WITH W. COMMERCIAL AVENUE IN THE NORTHWEST QUADRANT, AT
 EY1766'THE SOUTHEAST CORNER OF BAKERS SUPER MARKET 4 AND WEST OF THE
 EY1766'STANTONSBURG POLICE STATION.
 EY1766'
 EY1766'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1766'BAKERS 1975, SET IN A DRILL HOLE FLUSH WITH CONCRETE SIDEWALK.
 EY1766'
 EY1766'MARK IS 26.7 FT NNW OF C/L OF NC 222 (MAIN ST.)
 EY1766'
 EY1766'22.5 FT WSW OF C/L OF W. COMMERCIAL AVENUE
 EY1766'
 EY1766'8.2 FT E OF SE CORNER OF BAKERS SUPER MARKET
 EY1766'
 EY1766'11.3 FT NNE OF POWER BRACE POST WITH ALUMINUM REF. TAG
 EY1766'
 EY1766'47.0 FT SSW OF PP WITH POLICE ALERT BELL AND TWO METERS, AND
 EY1766'WITH ALUMINUM REF. TAG
 EY1766'
 EY1766'55.2 FT WSW OF CENTER OF FRONT DOOR TO POLICE STATION
 EY1766
 EY1766                          STATION RECOVERY (1979)
 EY1766
 EY1766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1766'IN STANTONSBURG.
 EY1766'AT THE INTERSECTION OF MAIN STRET (N.C. 222) AND COMMERCIAL AVENUE
 EY1766'IN THE SIDEWALK IN NORTHWEST QUADRANT OF CROSS STREETS, 26.7 FEET
 EY1766'NORTH-NORTHWEST OF CENTERLINE OF MAIN STREET, 22.5 FEET WEST-SOUTHWEST
 EY1766'SOUTHWEST OF CENTERLINE OF COMMERCIAL AVENUE, 8.2 FEET EAST OF
 EY1766'EASTERNMOST CORNER OF CORNER BUILDING AND 11.3 FEET NORTH-NORTHEAST
 EY1766'OF A BRACE POLE WITH REFERENCE TAG.
 EY1766'THE MARK IS ABOVE LEVEL WITH CENTERLINE CROSS STREETS.
 EY1766
 EY1766                          STATION RECOVERY (1992)
 EY1766
 EY1766'RECOVERY NOTE BY US POWER SQUADRON 1992 (JDR)
 EY1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4168 ***********************************************************************
 FX4168  DESIGNATION -  BAKERS SCHOOL WATER TANK
 FX4168  PID         -  FX4168
 FX4168  STATE/COUNTY-  NC/HALIFAX
 FX4168  USGS QUAD   -  SCOTLAND NECK (1962)
 FX4168
 FX4168                         *CURRENT SURVEY CONTROL
 FX4168  ___________________________________________________________________
 FX4168* NAD 83(2001)-  36 08 50.19796(N)    077 22 53.88545(W)     ADJUSTED  
 FX4168* NAVD 88     -              **(meters)            **(feet)            
 FX4168  ___________________________________________________________________
 FX4168  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FX4168  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 FX4168  HORZ ORDER  -  THIRD
 FX4168
 FX4168.The horizontal coordinates were established by classical geodetic methods
 FX4168.and adjusted by the National Geodetic Survey in August 2005.
 FX4168
 FX4168
 FX4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4168
 FX4168.The geoid height was determined by GEOID03.
 FX4168
 FX4168;                    North         East     Units Scale Factor Converg.
 FX4168;SPC NC       -   267,129.423   755,239.963   MT  0.99999465   +0 56 02.7
 FX4168;SPC NC       -   876,407.12  2,477,816.45   sFT  0.99999465   +0 56 02.7
 FX4168;UTM  18      - 4,002,911.580   285,729.806   MT  1.00016573   -1 24 19.3
 FX4168
 FX4168                          SUPERSEDED SURVEY CONTROL
 FX4168
 FX4168  NAD 83(1993)-  36 08 50.20495(N)    077 22 53.89198(W) AD(       ) 4
 FX4168  NAD 83(1986)-  36 08 50.20686(N)    077 22 53.89735(W) AD(       ) 4
 FX4168  NAD 27      -  36 08 49.64600(N)    077 22 55.01000(W) AD(       ) 3
 FX4168
 FX4168.Superseded values are not recommended for survey control.
 FX4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4168.See file dsdata.txt to determine how the superseded data were derived.
 FX4168
 FX4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8573002912(NAD 83)
 FX4168_MARKER: 53 = ELEVATED TANK
 FX4168
 FX4168  HISTORY     - Date     Condition        Report By
 FX4168  HISTORY     - 1959     FIRST OBSERVED   CGS
 FX4168  HISTORY     - 1967     GOOD             USE
 FX4168
 FX4168                          STATION DESCRIPTION
 FX4168
 FX4168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX4168'THE STATION IS THE WATER TANK LOCATED ABOUT 4.0 MILES EAST-NORTHEAST
 FX4168'OF SCOTLAND NECK, AT THE BAKERS SCHOOL.  IT IS AN ELEVATED STEEL
 FX4168'STRUCTURE, SILVER COLOR, SUPPORTED BY 4 LEGS AND IS 75 FEET
 FX4168'HIGH.  THE BALL AT TOP CENTER OF TANK WAS POINT LOCATED.
 FX4168
 FX4168                          STATION RECOVERY (1967)
 FX4168
 FX4168'RECOVERY NOTE BY US ENGINEERS 1967
 FX4168'THE STATION IS THE BALL AT TOP CENTER OF TANK.  TANK IS AN
 FX4168'ELEVATED STEEL STRUCTURE, SILVER IN COLOR, SUPPORTED BY FOUR LEGS, A
 FX4168'IS 75 FT HIGH.
 FX4168'
 FX4168'THE STATION IS LOCATED AT THE BAKERS SCHOOL.
 FX4168'
 FX4168'TO REACH FROM THE JUNCTION OF N. C. HWY. 125 AND U.S. HWY. 258
 FX4168'IN SCOTLAND NECK PROCEED N 1.8 MILE ON U.S. 258, TURN RIGHT AT
 FX4168'INTERSECTION AND GO E 1.8 MILE TO BAKERS SCHOOL ON LEFT AND STATION
 FX4168'SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4204 ***********************************************************************
 EZ4204  DESIGNATION -  BALANCE
 EZ4204  PID         -  EZ4204
 EZ4204  STATE/COUNTY-  NC/JOHNSTON
 EZ4204  USGS QUAD   -  KENLY WEST (1978)
 EZ4204
 EZ4204                         *CURRENT SURVEY CONTROL
 EZ4204  ___________________________________________________________________
 EZ4204* NAD 83(2001)-  35 36 03.56004(N)    078 07 42.19857(W)     ADJUSTED  
 EZ4204* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 EZ4204  ___________________________________________________________________
 EZ4204  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EZ4204  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EZ4204  HORZ ORDER  -  SECOND
 EZ4204
 EZ4204.The horizontal coordinates were established by classical geodetic methods
 EZ4204.and adjusted by the National Geodetic Survey in August 2005.
 EZ4204
 EZ4204.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4204
 EZ4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4204
 EZ4204.The geoid height was determined by GEOID03.
 EZ4204
 EZ4204;                    North         East     Units Scale Factor Converg.
 EZ4204;SPC NC       -   205,678.537   688,573.282   MT  0.99989111   +0 30 11.0
 EZ4204;SPC NC       -   674,797.00  2,259,094.18   sFT  0.99989111   +0 30 11.0
 EZ4204;UTM  17      - 3,943,490.633   760,144.355   MT  1.00043404   +1 40 21.4
 EZ4204
 EZ4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4204!SPC NC       -   0.99999611  x   0.99989111  =   0.99988722
 EZ4204!UTM  17      -   0.99999611  x   1.00043404  =   1.00043015
 EZ4204
 EZ4204:                Primary Azimuth Mark                     Grid Az
 EZ4204:SPC NC       -  SUSAN                                    347 42 50.1
 EZ4204:UTM  17      -  SUSAN                                    346 32 39.7
 EZ4204
 EZ4204|---------------------------------------------------------------------|
 EZ4204| PID    Reference Object                     Distance      Geod. Az  |
 EZ4204|                                                           dddmmss.s |
 EZ4204| EZ4203 SUSAN                               APPROX. 0.8 KM 3481301.1 |
 EZ4204|---------------------------------------------------------------------|
 EZ4204
 EZ4204                          SUPERSEDED SURVEY CONTROL
 EZ4204
 EZ4204  NAD 83(1986)-  35 36 03.56691(N)    078 07 42.21041(W) AD(       ) 2
 EZ4204  NAD 27      -  35 36 02.99349(N)    078 07 43.23488(W) AD(       ) 2
 EZ4204  NGVD 29 (07/19/86)   59.7    (m)          196.     (f) VERT ANG    3  
 EZ4204
 EZ4204.Superseded values are not recommended for survey control.
 EZ4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4204.See file dsdata.txt to determine how the superseded data were derived.
 EZ4204
 EZ4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6014443491(NAD 83)
 EZ4204_MARKER: DE = TRAVERSE STATION DISK
 EZ4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4204_STAMPING: BALANCE 1972
 EZ4204_MARK LOGO: NCGS  
 EZ4204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4204+STABILITY: SURFACE MOTION
 EZ4204
 EZ4204  HISTORY     - Date     Condition        Report By
 EZ4204  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4204
 EZ4204                          STATION DESCRIPTION
 EZ4204
 EZ4204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4204'BALANCE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4204'VICINITY OF KENLY, NORTH CAROLINA.
 EZ4204'
 EZ4204'BALANCE IS LOCATED APPROXIMATELY 0.4 MILE NORTHWEST OF KENLY.  TO
 EZ4204'REACH STATION FROM THE INTERSECTION OF NC 222 AND US 301 IN KENLY,
 EZ4204'PROCEED NORTHWEST ALONG NC 222 FOR 0.4 MILE TO INTERSECTION WITH SR
 EZ4204'2143 AND STATION OF WEST QUADRANT ON SHOULDER, APPROXIMATELY 150
 EZ4204'FEET WEST OF PIGGLY WIGGLY STORE.
 EZ4204'
 EZ4204'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BALANCE
 EZ4204'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EZ4204'INCHES BELOW THE GROUND.
 EZ4204'
 EZ4204'MARK IS
 EZ4204'25.7 FEET SW OF C/L OF NC 222.
 EZ4204'33.7 FEET N OF PROJECTED C/L OF SR 2143.
 EZ4204'22.9 FEET SSE OF S END OF CULVERT UNDER DRIVEWAY.
 EZ4204'73.0 FEET NNE OF CENTER OF CATCH BASIN.
 EZ4204'88.8 FEET SW OF 16 INCH WALNUT TREE WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1706 ***********************************************************************
 EA1706  DESIGNATION -  BALD
 EA1706  PID         -  EA1706
 EA1706  STATE/COUNTY-  NC/CARTERET
 EA1706  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1706
 EA1706                         *CURRENT SURVEY CONTROL
 EA1706  ___________________________________________________________________
 EA1706* NAD 83(2001)-  34 39 47.53503(N)    076 35 07.30786(W)     ADJUSTED  
 EA1706* NAVD 88     -         5.9    (meters)      19.     (feet)  VERTCON   
 EA1706  ___________________________________________________________________
 EA1706  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EA1706  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1706  HORZ ORDER  -  SECOND
 EA1706
 EA1706.The horizontal coordinates were established by classical geodetic methods
 EA1706.and adjusted by the National Geodetic Survey in August 2005.
 EA1706
 EA1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1706
 EA1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1706
 EA1706.The geoid height was determined by GEOID03.
 EA1706
 EA1706;                    North         East     Units Scale Factor Converg.
 EA1706;SPC NC       -   103,994.495   830,889.925   MT  0.99992498   +1 23 37.2
 EA1706;SPC NC       -   341,188.61  2,726,011.36   sFT  0.99992498   +1 23 37.2
 EA1706;UTM  18      - 3,836,837.924   354,736.122   MT  0.99986009   -0 54 06.6
 EA1706
 EA1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1706!SPC NC       -   1.00000497  x   0.99992498  =   0.99992995
 EA1706!UTM  18      -   1.00000497  x   0.99986009  =   0.99986506
 EA1706
 EA1706|---------------------------------------------------------------------|
 EA1706| PID    Reference Object                     Distance      Geod. Az  |
 EA1706|                                                           dddmmss.s |
 EA1706| EA3176 BALD RM 1                             8.590 METERS 02445     |
 EA1706| EA1783 HARKERS IS METH CHURCH SPIRE        APPROX. 4.2 KM 0313504.7 |
 EA1706| EA3177 BALD RM 2                             8.162 METERS 11903     |
 EA1706|---------------------------------------------------------------------|
 EA1706
 EA1706                          SUPERSEDED SURVEY CONTROL
 EA1706
 EA1706  NAD 83(1986)-  34 39 47.54609(N)    076 35 07.31255(W) AD(       ) 2
 EA1706  NAD 27      -  34 39 46.96179(N)    076 35 08.58400(W) AD(       ) 2
 EA1706  NGVD 29 (07/19/86)    6.2    (m)           20.     (f) VERT ANG    3  
 EA1706
 EA1706.Superseded values are not recommended for survey control.
 EA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1706.See file dsdata.txt to determine how the superseded data were derived.
 EA1706
 EA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5473636838(NAD 83)
 EA1706_MARKER: DS = TRIANGULATION STATION DISK
 EA1706_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EA1706+WITH SETTING: INFORMATION.
 EA1706_SP_SET: PREFABRICATED CONCRETE POST
 EA1706
 EA1706  HISTORY     - Date     Condition        Report By
 EA1706  HISTORY     - 1962     MONUMENTED       CGS
 EA1706  HISTORY     - 1965     GOOD             CGS
 EA1706
 EA1706                          STATION DESCRIPTION
 EA1706
 EA1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1706'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF BEAUFORT, ABOUT
 EA1706'4-1/2 MILES NORTHWEST OF CAPE LOOKOUT LIGHTHOUSE, ABOUT 3-1/2
 EA1706'MILES SOUTHWEST OF SHELL POINT OF HARKERS ISLAND AND ABOUT THE
 EA1706'MIDDLE OF SHACKLEFORD BANKS.  ON THE OCEAN SIDE.  IT IS ABOUT
 EA1706'300 FEET NORTH OF WATER EDGE AT LOW TIDE.  STATION IS MARKED BY
 EA1706'A STANDARD TRIANGULATION STATION DISK CLAMPED TO THE TOP OF A
 EA1706'5/8 INCH COPPER WELD ROD THAT IS DRIVEN 32 FEET INTO THE
 EA1706'GROUND.  THE ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE
 EA1706'WHICH IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE.  THE DISK
 EA1706'IS STAMPED BALD 1962 AND PROJECTS 14 INCHES ABOVE THE
 EA1706'SURFACE OF THE GROUND.
 EA1706'
 EA1706'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CLAMPED TO
 EA1706'THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN 24 FEET
 EA1706'INTO THE GROUND.  THE ROD IS WITHIN A 1 INCH BY 5 FOOT
 EA1706'GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED
 EA1706'PIPE.  THE DISK IS STAMPED BALD NO 1 1962 AND PROJECTS 10
 EA1706'INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1706'
 EA1706'REFERENCE MARK NO. 2 IS ABOUT 300 FEET NORTH OF WATER EDGE AT
 EA1706'LOW TIDE.  IT IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP
 EA1706'OF A 5/8 IN COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO THE
 EA1706'GROUND.  THE ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE
 EA1706'WHICH IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE.  THE DISK
 EA1706'IS STAMPED BALD NO 2 1962 AND PROJECTS 12 INCHES ABOVE THE
 EA1706'SURFACE OF THE GROUND.
 EA1706'
 EA1706'STATION WAS REACHED BY BOAT FROM HARKERS ISLAND.
 EA1706'
 EA1706'HEIGHT OF LIGHT STAND ABOVE STATION MARK 3.10 METERS.
 EA1706
 EA1706                          STATION RECOVERY (1965)
 EA1706
 EA1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1706'STATION AND R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 EA1706'
 EA1706'THE 1962 DESCRIPTION BY S.C.M. IS ADEQUATE FOR FUTURE RECOVERY.
 EA1706'
 EA1706'THE STATION MARK IS 30.0 FEET NORTHEAST OF THE MEAN HIGH-WATER
 EA1706'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2533 ***********************************************************************
 EA2533  DESIGNATION -  BALD
 EA2533  PID         -  EA2533
 EA2533  STATE/COUNTY-  NC/NEW HANOVER
 EA2533  USGS QUAD   -  HAMPSTEAD (1970)
 EA2533
 EA2533                         *CURRENT SURVEY CONTROL
 EA2533  ___________________________________________________________________
 EA2533* NAD 83(2001)-  34 17 45.50112(N)    077 44 34.13050(W)     ADJUSTED  
 EA2533* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2533  ___________________________________________________________________
 EA2533  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EA2533  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA2533  HORZ ORDER  -  THIRD
 EA2533
 EA2533.The horizontal coordinates were established by classical geodetic methods
 EA2533.and adjusted by the National Geodetic Survey in August 2005.
 EA2533
 EA2533.The orthometric height was scaled from a topographic map.
 EA2533
 EA2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2533
 EA2533.The geoid height was determined by GEOID03.
 EA2533
 EA2533;                    North         East     Units Scale Factor Converg.
 EA2533;SPC NC       -    61,299.992   725,339.836   MT  1.00001056   +0 43 32.2
 EA2533;SPC NC       -   201,115.06  2,379,719.11   sFT  1.00001056   +0 43 32.2
 EA2533;UTM  18      - 3,798,379.898   247,553.457   MT  1.00038563   -1 32 46.7
 EA2533
 EA2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2533!SPC NC       -   1.00000589  x   1.00001056  =   1.00001645
 EA2533!UTM  18      -   1.00000589  x   1.00038563  =   1.00039152
 EA2533
 EA2533:                Primary Azimuth Mark                     Grid Az
 EA2533:SPC NC       -  EDEN                                     029 26 06.3
 EA2533:UTM  18      -  EDEN                                     031 42 25.2
 EA2533
 EA2533|---------------------------------------------------------------------|
 EA2533| PID    Reference Object                     Distance      Geod. Az  |
 EA2533|                                                           dddmmss.s |
 EA2533| EA2544 EDEN                                APPROX. 2.4 KM 0300938.5 |
 EA2533|---------------------------------------------------------------------|
 EA2533
 EA2533                          SUPERSEDED SURVEY CONTROL
 EA2533
 EA2533  NAD 83(1986)-  34 17 45.51498(N)    077 44 34.14478(W) AD(       ) 3
 EA2533  NAD 27      -  34 17 44.90400(N)    077 44 35.21800(W) AD(       ) 3
 EA2533
 EA2533.Superseded values are not recommended for survey control.
 EA2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2533.See file dsdata.txt to determine how the superseded data were derived.
 EA2533
 EA2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4755398380(NAD 83)
 EA2533_MARKER: DS = TRIANGULATION STATION DISK
 EA2533_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2533_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2533_MARK LOGO: CGS   
 EA2533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2533
 EA2533  HISTORY     - Date     Condition        Report By
 EA2533  HISTORY     - 1914     MONUMENTED       CGS
 EA2533  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2533  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EA2533
 EA2533                          STATION DESCRIPTION
 EA2533
 EA2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 EA2533'THIS STATION IS NEAR THE INLAND SHORE OF TOPSAIL SOUND, WESTERLY
 EA2533'FROM RICH INLET, ABOUT 300 YARDS W FROM BALD EAGLE CREEK, 2 YARDS
 EA2533'FROM THE EDGE OF THE MARSH ON THE S SIDE OF THE CHANNEL AT THE
 EA2533'POINT WHERE IT TURNS TO THE SE AND RUNS ALMOST DIRECTLY OUT TO
 EA2533'RICH INLET.
 EA2533'
 EA2533'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE IN
 EA2533'THE TOP OF A TILE.
 EA2533'
 EA2533'THERE ARE NO REFERENCE MARKS.
 EA2533
 EA2533                          STATION RECOVERY (1933)
 EA2533
 EA2533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2533'THIS STATION IS LOST.  IT WAS APPARENTLY CUT OUT BY THE DREDGE
 EA2533'AS IT PLOTS IN THE NEW DREDGED CHANNEL ON THE CURRENT TOPOGRAPHIC
 EA2533'SHEET.
 EA2533
 EA2533                          STATION RECOVERY (1965)
 EA2533
 EA2533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2533'DESTROYED.  THE PLOTTED POSITION PLACES THE STATION IN THE
 EA2533'INTRACOASTAL WATERWAY.  THE GENERAL AREA WAS SEARCHED BUT NOTHING
 EA2533'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2577 ***********************************************************************
 DD2577  DESIGNATION -  BALD BEACH
 DD2577  PID         -  DD2577
 DD2577  STATE/COUNTY-  NC/BRUNSWICK
 DD2577  USGS QUAD   -  
 DD2577
 DD2577                         *CURRENT SURVEY CONTROL
 DD2577  ___________________________________________________________________
 DD2577* NAD 83(2001)-  33 52 14.54653(N)    078 29 45.56247(W)     ADJUSTED  
 DD2577* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 DD2577  ___________________________________________________________________
 DD2577  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DD2577  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 DD2577  HORZ ORDER  -  SECOND
 DD2577
 DD2577.The horizontal coordinates were established by classical geodetic methods
 DD2577.and adjusted by the National Geodetic Survey in August 2005.
 DD2577
 DD2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2577
 DD2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2577
 DD2577.The geoid height was determined by GEOID03.
 DD2577
 DD2577;                    North         East     Units Scale Factor Converg.
 DD2577;SPC NC       -    13,509.628   656,241.811   MT  1.00016017   +0 17 27.2
 DD2577;SPC NC       -    44,322.84  2,153,020.01   sFT  1.00016017   +0 17 27.2
 DD2577;SPC SC       -   228,742.546   841,213.317   MT  0.99979981   +1 23 17.6
 DD2577;SPC SC       -   750,467.67  2,759,886.21   iFT  0.99979981   +1 23 17.6
 DD2577;UTM  17      - 3,750,642.221   731,617.839   MT  1.00026139   +1 23 46.2
 DD2577
 DD2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2577!SPC NC       -   1.00000529  x   1.00016017  =   1.00016546
 DD2577!SPC SC       -   1.00000529  x   0.99979981  =   0.99980509
 DD2577!UTM  17      -   1.00000529  x   1.00026139  =   1.00026668
 DD2577
 DD2577|---------------------------------------------------------------------|
 DD2577| PID    Reference Object                     Distance      Geod. Az  |
 DD2577|                                                           dddmmss.s |
 DD2577| DD3787 BALD BEACH RM 2                      17.948 METERS 07901     |
 DD2577| DD3785 BALD BEACH AZ MK RESET                             2630533.1 |
 DD2577| DD3784 BALD BEACH AZ MK                                   3133859.0 |
 DD2577| DD3786 BALD BEACH RM 1                      20.586 METERS 34536     |
 DD2577|---------------------------------------------------------------------|
 DD2577
 DD2577                          SUPERSEDED SURVEY CONTROL
 DD2577
 DD2577  NAD 83(1986)-  33 52 14.55581(N)    078 29 45.57015(W) AD(       ) 2
 DD2577  NAD 27      -  33 52 13.93257(N)    078 29 46.54095(W) AD(       ) 2
 DD2577  NGVD 29 (07/19/86)    2.1    (m)            7.     (f) VERT ANG    3  
 DD2577
 DD2577.Superseded values are not recommended for survey control.
 DD2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2577.See file dsdata.txt to determine how the superseded data were derived.
 DD2577
 DD2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT3161850642(NAD 83)
 DD2577_MARKER: DS = TRIANGULATION STATION DISK
 DD2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2577
 DD2577  HISTORY     - Date     Condition        Report By
 DD2577  HISTORY     - 1962     MONUMENTED       CGS
 DD2577  HISTORY     - 1962     GOOD             CGS
 DD2577  HISTORY     - 1964     MARK NOT FOUND   CGS
 DD2577
 DD2577                          STATION DESCRIPTION
 DD2577
 DD2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 DD2577'STATION IS LOCATED ON BALD BEACH, ABOUT 9.7 MILES SOUTHWEST OF
 DD2577'THE TOWN OF SHALLOTTE AND ABOUT 3 MILES EAST OF THE SOUTH
 DD2577'CAROLINA STATE LINE.  STATION IS ABOUT 60 FEET NORTH OF THE HIGH
 DD2577'WATER LINE OF THE OCEAN BEACH, 41 FEET SOUTH OF THE CENTER LINE
 DD2577'OF A BLACK TOP ROAD, 37.4 FEET EAST OF THE LAST OR MOST EASTERLY
 DD2577'POWER LINE POLE AND 3.3 FEET NORTH OF A METAL WITNESS POST AND
 DD2577'SIGN.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A 12X12
 DD2577'INCH CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED BALD
 DD2577'BEACH 1962.
 DD2577'
 DD2577'TO REACH FROM THE POST OFFICE IN SHALLOTTE, GO SOUTHWEST ON
 DD2577'U.S. HIGHWAY 17 FOR 7.3 MILES TO THE INTERSECTION OF STATE HIGHWAY
 DD2577'904.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 904 FOR 3.7 MILES
 DD2577'TO CROSSROADS WHERE HIGHWAY 904 TURNS LEFT.  TURN RIGHT AND GO
 DD2577'SOUTH FOR 2.0 MILES TO THE NORTH END OF A BRIDGE OVER THE
 DD2577'INTRACOASTAL WATERWAY AND AZIMUTH MARK ON LEFT.  CROSS BRIDGE
 DD2577'AND CONTINUE SOUTH FOR 1.0 MILE TO A T-INTERSECTION ON BALD
 DD2577'BEACH.  TURN LEFT AND GO EAST FOR 0.7 MILE TO STATION ON RIGHT
 DD2577'JUST BEFORE REACHING END OF ROAD.
 DD2577'
 DD2577'REFERENCE MARK NO. 1 IS 74.3 FEET NORTH-NORTHEAST OF THE MOST
 DD2577'EASTERLY POWER POLE, 70.8 FEET NORTH AND ACROSS THE ROAD FROM
 DD2577'THE METAL WITNESS POST AND 26.5 FEET NORTH OF THE CENTER LINE OF
 DD2577'THE ROAD.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 DD2577'12X12 INCH CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 DD2577'BALD BEACH NO 1 1962.
 DD2577'
 DD2577'REFERENCE MARK NO. 2 IS 58.8 FEET EAST OF THE METAL WITNESS
 DD2577'POST AND SIGN, 44 FEET WEST OF THE EAST END OF THE BLACK TOP
 DD2577'ROAD AND 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  THE MARK
 DD2577'IS A STANDARD DISK, SET IN THE TOP OF A 12X12 INCH CONCRETE
 DD2577'MONUMENT PROJECTING 3 INCHES AND IS STAMPED BALD BEACH NO 2 1962.
 DD2577'
 DD2577'AZIMUTH MARK IS 115 FEET NORTHEAST OF THE NORTHEAST END OF THE
 DD2577'INTRACOASTAL WATERWAY BRIDGE, 84 FEET EAST OF THE CENTER LINE OF
 DD2577'THE ROAD, 34 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DD2577'SUNSET TERRACE RESTAURANT AND 13.4 FEET NORTHEAST OF AN 8 INCH
 DD2577'CEDAR TREE.
 DD2577'
 DD2577'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 21.91 METERS.
 DD2577
 DD2577                          STATION RECOVERY (1962)
 DD2577
 DD2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 DD2577'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 DD2577'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 DD2577'
 DD2577'THE AZIMUTH MARK WAS NOT VISIBLE FROM THE GROUND DUE TO
 DD2577'SHIFTING SAND DUNES.  THE AZIMUTH MARK WAS NOT CUT IN.
 DD2577'
 DD2577'AN AZIMUTH MARK WAS ESTABLISHED AS DESCRIBED.  IT IS A STANDARD
 DD2577'DISK STAMPED BALD BEACH RESET 1962, SET IN TOP OF A 10-INCH
 DD2577'CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE THE GROUND
 DD2577'SURFACE.  IT IS 4.2 FEET NORTH-NORTHEAST OF A 3-INCH CREOSOTE
 DD2577'WOOD POST AND WITNESS SIGN, 40.8 FEET NORTH OF THE CENTERLINE OF
 DD2577'A DIRT ROAD AND 69.0 FEET NORTH OF A POWERLINE POLE.
 DD2577'
 DD2577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 DD2577'DIRT ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DD2577'
 DD2577'NOTE THE STAMPING ERROR WAS NOTICED ON THE NEW AZIMUTH MARK
 DD2577'AFTER MOVING FROM THE VICINITY.
 DD2577'
 DD2577'PHOTO PARTY IN THE VICINITY WILL EITHER CHANGE THE STAMPING TO
 DD2577'BALD BEACH NO 2 1962 OR DESTROY THE OLD AZIMUTH MARK.
 DD2577
 DD2577                          STATION RECOVERY (1964)
 DD2577
 DD2577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2577'LOST.  A THOROUGH SEARCH WAS MADE FOR THE STATION AND REFERENCE
 DD2577'MARKS 1 AND 2 BUT THEY WERE NOT FOUND.  THE AZIMUTH MARK WAS
 DD2577'RECOVERED IN GOOD CONDITION.  IT IS APPARENT THAT THE BEACH HAS
 DD2577'ERODED CONSIDERABLY SINCE THE STATION WAS ESTABLISHED AND A
 DD2577'LOCAL RESIDENT VERIFIED THIS FACT.  ALTHOUGH NO REMAINS OF
 DD2577'MONUMENTS WERE FOUND IT IS BELIEVED THAT THE STATION AND
 DD2577'REFERENCE MARKS 1 AND 2 HAVE BEEN WASHED OUT BY THE OCEAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2510 ***********************************************************************
 DD2510  DESIGNATION -  BALD HEAD
 DD2510  PID         -  DD2510
 DD2510  STATE/COUNTY-  NC/BRUNSWICK
 DD2510  USGS QUAD   -  CAPE FEAR (1970)
 DD2510
 DD2510                         *CURRENT SURVEY CONTROL
 DD2510  ___________________________________________________________________
 DD2510* NAD 83(2001)-  33 51 46.75772(N)    078 00 32.39927(W)     ADJUSTED  
 DD2510* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 DD2510  ___________________________________________________________________
 DD2510  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 DD2510  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 DD2510  HORZ ORDER  -  SECOND
 DD2510
 DD2510.The horizontal coordinates were established by classical geodetic methods
 DD2510.and adjusted by the National Geodetic Survey in August 2005.
 DD2510
 DD2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2510
 DD2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2510
 DD2510.The geoid height was determined by GEOID03.
 DD2510
 DD2510;                    North         East     Units Scale Factor Converg.
 DD2510;SPC NC       -    12,992.669   701,314.749   MT  1.00016339   +0 34 19.1
 DD2510;SPC NC       -    42,626.78  2,300,896.81   sFT  1.00016339   +0 34 19.1
 DD2510;UTM  17      - 3,750,991.103   776,703.064   MT  1.00054397   +1 40 03.6
 DD2510;UTM  18      - 3,751,039.747   221,631.177   MT  1.00055538   -1 40 39.8
 DD2510
 DD2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2510!SPC NC       -   1.00000461  x   1.00016339  =   1.00016800
 DD2510!UTM  17      -   1.00000461  x   1.00054397  =   1.00054858
 DD2510!UTM  18      -   1.00000461  x   1.00055538  =   1.00055999
 DD2510
 DD2510:                Primary Azimuth Mark                     Grid Az
 DD2510:SPC NC       -  SMITH ISLAND RANGE FRONT LIGHT           006 10 09.0
 DD2510:UTM  17      -  SMITH ISLAND RANGE FRONT LIGHT           005 04 24.5
 DD2510:UTM  18      -  SMITH ISLAND RANGE FRONT LIGHT           008 25 07.9
 DD2510
 DD2510|---------------------------------------------------------------------|
 DD2510| PID    Reference Object                     Distance      Geod. Az  |
 DD2510|                                                           dddmmss.s |
 DD2510| DD2474 SMITH ISLAND RANGE FRONT LIGHT      APPROX. 3.6 KM 0064428.1 |
 DD2510| DD2476 SMITH ISLAND RANGE REAR LIGHT       APPROX. 4.4 KM 0070059.1 |
 DD2510| DD4482 BALD HEAD RM 1                       17.806 METERS 01133     |
 DD2510| DD4483 BALD HEAD RM 2                       12.482 METERS 23400     |
 DD2510| DD2462 OAK ISLAND CG RADIO BCN MAST        APPROX. 4.1 KM 3242225.5 |
 DD2510| DD2461 OAK ISLAND CG LOOKOUT TOWER         APPROX. 3.9 KM 3244806.4 |
 DD2510| DD2480 SOUTHPORT MUNICIPAL TANK            APPROX. 6.6 KM 3510653.4 |
 DD2510|---------------------------------------------------------------------|
 DD2510
 DD2510                          SUPERSEDED SURVEY CONTROL
 DD2510
 DD2510  NAD 83(1986)-  33 51 46.76882(N)    078 00 32.40900(W) AD(       ) 2
 DD2510  NAD 27      -  33 51 46.13802(N)    078 00 33.44702(W) AD(       ) 2
 DD2510  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG    3  
 DD2510
 DD2510.Superseded values are not recommended for survey control.
 DD2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2510.See file dsdata.txt to determine how the superseded data were derived.
 DD2510
 DD2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7670350991(NAD 83)
 DD2510_MARKER: DS = TRIANGULATION STATION DISK
 DD2510_SETTING: 0 = UNSPECIFIED SETTING
 DD2510
 DD2510  HISTORY     - Date     Condition        Report By
 DD2510  HISTORY     - 1962     MONUMENTED       CGS
 DD2510  HISTORY     - 1968     GOOD             CGS
 DD2510  HISTORY     - 1973     GOOD             NGS
 DD2510
 DD2510                          STATION DESCRIPTION
 DD2510
 DD2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 DD2510'STATION IS LOCATED ON THE SOUTHWEST END OF SMITH ISLAND ON A
 DD2510'POINT KNOWN AS BALD HEAD POINT.  IT IS ABOUT 4 MILES SOUTH OF
 DD2510'SOUTHPORT, 1/4 MILE NORTHEAST OF THE EXTREME SOUTHWEST POINT
 DD2510'OF ISLAND AND ABOUT 3/4 MILE SOUTHWEST OF THE BALD HEAD
 DD2510'LIGHTHOUSE (ABANDONED).  IT IS ATOP SOUTH END OF NORTH-SOUTH
 DD2510'SAND RIDGE.
 DD2510'
 DD2510'STATION IS MARKED BY A STANDARD DISK CLAMPED ONTO THE TOP OF
 DD2510'A 5/8 INCH COPPERWELD ROD DRIVEN TO A DEPTH OF 32 FEET WITHIN
 DD2510'A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE THAT IS ABOUT
 DD2510'150 FEET EAST OF THE HIGH WATER LINE.  THE DISK IS STAMPED
 DD2510'BALD HEAD 1962.
 DD2510'
 DD2510'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CLAMPED ONTO
 DD2510'THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN TO A DEPTH
 DD2510'OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED
 DD2510'PIPE.  THE DISK IS STAMPED BALD HEAD NO 1 1962.
 DD2510'
 DD2510'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CLAMPED ONTO
 DD2510'THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN TO A
 DD2510'DEPTH OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF
 DD2510'GALVANIZED PIPE.  THE DISK IS STAMPED BALD HEAD NO 2 1962.
 DD2510'
 DD2510'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 DD2510
 DD2510                          STATION RECOVERY (1968)
 DD2510
 DD2510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS)
 DD2510'STATION MARK RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 DD2510'WERE NOT SEARCHED FOR BUT ARE BELIEVED TO EXIST.  SAND HAS
 DD2510'DRIFTED OVER THE STATION TO A DEPTH OF ABOUT THREE FEET.  THE
 DD2510'OBSERVING STAND IS STILL IN PLACE WITH ABOUT 2 FEET SHOWING
 DD2510'ABOVE THE GROUND.  THE SAME IS TRUE OF A METAL WITNESS
 DD2510'SIGN.  ANOTHER SIGN WAS ATTACHED TO A 1 IN X 4 IN BOARD AND
 DD2510'NAILED TO THE OBSERVING STAND.  THIS PROTRUDES APPROXIMATELY 4
 DD2510'FEET.
 DD2510
 DD2510                          STATION RECOVERY (1973)
 DD2510
 DD2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 DD2510'STATION RECOVERED IN GOOD CONDITION.  IT IS BURIED UNDER 3-1/2
 DD2510'FT. OF SAND ON TOP OF A DUNE.  NOTHING REMAINS OF THE ORIGINAL
 DD2510'OBSERVING STAND.  REFERENCE MARKS NO.1 AND NO. 2 WERE SEARCHED
 DD2510'FOR AND NOT FOUND, BUT ARE BELIEVED IN PLACE AND BURIED.  MINIMAL
 DD2510'PROBING WAS DONE.
 DD2510'
 DD2510'STATION IS LOCATED ON THE SOUTHWEST END OF SMITH ISLAND,
 DD2510'REFERRED TO LOCALLY AS BALD HEAD ISLAND.  IT IS ABOUT 4 MILES
 DD2510'SOUTH OF SOUTHPORT, 1/4 MILE NORTHEAST OF THE EXTREME SOUTHWEST
 DD2510'POINT OF THE ISLAND AND ABOUT 3/4 MILE SOUTHWEST OF BALD HEAD
 DD2510'LIGHTHOUSE (ABANDONED).
 DD2510'
 DD2510'STATION MAY BE REACHED BY TAKING A BOAT TO SMITH ISLAND VIA
 DD2510'BALD HEAD CREEK AND DOCKING AT A PRIVATE DOCKING
 DD2510'FACILITY.  TRAVEL FROM THE DOCK TO THE STATION BY MEANS OF A 4
 DD2510'WHEEL DRIVE VEHICLE.  FOLLOW DIRT/SAND ROADS LEADING TOWARDS
 DD2510'BALD HEAD LIGHTHOUSE TO THE WESTERN EDGE OF THE ISLAND, AND
 DD2510'THEN DRIVE SOUTHWESTWARD TOWARDS SOUTHWEST POINT OF ISLAND AND
 DD2510'STATION ON RIGHT.
 DD2510'
 DD2510'STATION IS A STANDARD BRONZE DISK CLAMPED ONTO THE TOP OF A
 DD2510'5/8 INCH COPPERWELD ROD, BURIED 3-1/2 FT BELOW HIGHEST POINT
 DD2510'OF A LARGE SAND DUNE.  A METAL PIPE PROJECTS 2-1/2 FEET ABOVE
 DD2510'THE GROUND OVER THE STATION.  THE STATION IS ABOUT 150 FT. EAST
 DD2510'OF THE MEAN HIGH WATER LINE.  THE DISK IS STAMPED BALD HEAD 1962.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2505 ***********************************************************************
 DD2505  DESIGNATION -  BALD HEAD LIGHTHOUSE 1851
 DD2505  PID         -  DD2505
 DD2505  STATE/COUNTY-  NC/BRUNSWICK
 DD2505  USGS QUAD   -  CAPE FEAR (1970)
 DD2505
 DD2505                         *CURRENT SURVEY CONTROL
 DD2505  ___________________________________________________________________
 DD2505* NAD 83(2001)-  33 52 24.68396(N)    078 00 01.29708(W)     ADJUSTED  
 DD2505* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 DD2505  ___________________________________________________________________
 DD2505  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DD2505  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 DD2505  HORZ ORDER  -  THIRD
 DD2505
 DD2505.The horizontal coordinates were established by classical geodetic methods
 DD2505.and adjusted by the National Geodetic Survey in August 2005.
 DD2505
 DD2505.The orthometric height was scaled from a topographic map.
 DD2505
 DD2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2505
 DD2505.The geoid height was determined by GEOID03.
 DD2505
 DD2505;                    North         East     Units Scale Factor Converg.
 DD2505;SPC NC       -    14,169.365   702,102.508   MT  1.00015900   +0 34 37.1
 DD2505;SPC NC       -    46,487.33  2,303,481.31   sFT  1.00015900   +0 34 37.1
 DD2505;UTM  17      - 3,752,183.108   777,468.469   MT  1.00054920   +1 40 22.6
 DD2505;UTM  18      - 3,752,185.056   222,464.852   MT  1.00054966   -1 40 24.1
 DD2505
 DD2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2505!SPC NC       -   1.00000529  x   1.00015900  =   1.00016429
 DD2505!UTM  17      -   1.00000529  x   1.00054920  =   1.00055449
 DD2505!UTM  18      -   1.00000529  x   1.00054966  =   1.00055495
 DD2505
 DD2505:                Primary Azimuth Mark                     Grid Az
 DD2505:SPC NC       -  SHORE BEACON                             003 02 26.5
 DD2505:UTM  17      -  SHORE BEACON                             001 56 41.0
 DD2505:UTM  18      -  SHORE BEACON                             005 17 27.7
 DD2505
 DD2505|---------------------------------------------------------------------|
 DD2505| PID    Reference Object                     Distance      Geod. Az  |
 DD2505|                                                           dddmmss.s |
 DD2505| UT0103 SHORE BEACON                        APPROX. 6.3 KM 0033703.6 |
 DD2505| UT0120 SMITH RANGE FRONT BEACON            APPROX. 1.5 KM 0040436.1 |
 DD2505| UT0097 QUARANTINE STATION CUPOLA           APPROX. 5.3 KM 0040929.0 |
 DD2505| UT0058 BEACON 2                            APPROX. 6.7 KM 0134426.8 |
 DD2505| UT0121 SMITH RANGE REAR BEACON             APPROX. 2.3 KM 0141622.8 |
 DD2505| UT0059 BEACON 5                            APPROX. 1.0 KM 0170217.7 |
 DD2505| UT0057 BALD HEAD SHOAL RNG FRONT BCN       APPROX. 1.2 KM 0185222.8 |
 DD2505| UT0090 NEW CHANNEL RANGE REAR BEACON       APPROX. 0.9 KM 0232538.8 |
 DD2505| UT0056 BALD HEAD SHOAL RANGE REAR BCN      APPROX. 3.0 KM 0341149.1 |
 DD2505| UT0049 CAPE FEAR LIGHTHOUSE                APPROX. 4.4 KM 1330412.2 |
 DD2505| UT0051 COAST GUARD OBSERVATION TOWER       APPROX. 2.3 KM 1540026.9 |
 DD2505| DD2513 BEACON 3                            APPROX. 0.6 KM 2153110.7 |
 DD2505| DD2512 BEACON 2                            APPROX. 0.8 KM 2332728.6 |
 DD2505| DD2511 BEACON 1                            APPROX. 1.1 KM 2760037.4 |
 DD2505| DD2460 NEW CHAN RANGE FRONT BEACON         APPROX. 1.0 KM 2880617.2 |
 DD2505| DD2446 FORT CASWELL STEEL WATER TANK       APPROX. 2.7 KM 3260211.0 |
 DD2505| DD2497 BEACON 4                            APPROX. 0.5 KM 3341111.0 |
 DD2505| DD2432 BATTERY ISLAND BEACON 2A            APPROX. 4.0 KM 3365028.8 |
 DD2505| DD2496 BEACON O                            APPROX. 3.8 KM 3365338.1 |
 DD2505| DD2477 SMITH ISLAND RNG FRONT BEACON       APPROX. 2.3 KM 3501902.8 |
 DD2505| DD2475 SMITH ISLAND RANGE REAR BEACON      APPROX. 3.1 KM 3550312.4 |
 DD2505|---------------------------------------------------------------------|
 DD2505
 DD2505                          SUPERSEDED SURVEY CONTROL
 DD2505
 DD2505  NAD 83(1986)-  33 52 24.69517(N)    078 00 01.30662(W) AD(       ) 3
 DD2505  NAD 27      -  33 52 24.06300(N)    078 00 02.34499(W) AD(       ) 3
 DD2505
 DD2505.Superseded values are not recommended for survey control.
 DD2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2505.See file dsdata.txt to determine how the superseded data were derived.
 DD2505
 DD2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7746852183(NAD 83)
 DD2505_MARKER: 13 = LIGHTHOUSE
 DD2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2505+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 DD2505
 DD2505  HISTORY     - Date     Condition        Report By
 DD2505  HISTORY     - 1851     FIRST OBSERVED   CGS
 DD2505  HISTORY     - 1913     GOOD             CGS
 DD2505  HISTORY     - 1942     GOOD             CGS
 DD2505  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DD2505  HISTORY     - 1972     GOOD             NGS
 DD2505  HISTORY     - 1973     GOOD             NGS
 DD2505  HISTORY     - 1985     GOOD             USE
 DD2505  HISTORY     - 20030101 GOOD             USPSQD
 DD2505  HISTORY     - 20040320 GOOD             USPSQD
 DD2505  HISTORY     - 20050327 GOOD             USPSQD
 DD2505
 DD2505                          STATION DESCRIPTION
 DD2505
 DD2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1913
 DD2505'STATION IS ON OLD BRICK LIGHTHOUSE ON SMITH ISLAND, AT THE S
 DD2505'ENTRANCE TO CAPE FEAR RIVER.  THE LANTERN IS PLACED
 DD2505'ECCENTRICALLY ON THE OLD TOWER AND THE BALL ON TOP OF THE
 DD2505'LANTERN IS THE STATION.
 DD2505
 DD2505                          STATION RECOVERY (1942)
 DD2505
 DD2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 DD2505'THIS STATION IS LOCATED ON THE BALD HEAD PORTION OF SMITH
 DD2505'ISLAND, AT THE S ENTRANCE TO THE CAPE FEAR RIVER, ABOUT 300
 DD2505'FEET S OF BALD HEAD CREEK, AND 0.2 MILE E OF THE WESTERN
 DD2505'SHORE OF THE ISLAND.
 DD2505'
 DD2505'THE STATION IS A STEEL BALL ON TOP OF THE ABANDONED LANTERN
 DD2505'WHICH RESTS ECCENTRICALLY ON TOP OF A 135-FOOT OCTAGONAL,
 DD2505'BRICK LIGHTHOUSE.
 DD2505'
 DD2505'THIS STATION CAN BEST BE REACHED BY LANDING AT THE DOCK IN
 DD2505'BALD HEAD CREEK.  THIS DOCK EXTENDS ALL THE WAY UP TO THE
 DD2505'LIGHTHOUSE STEPS.
 DD2505
 DD2505                          STATION RECOVERY (1968)
 DD2505
 DD2505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WHS)
 DD2505'TOWER RECOVERED IN GOOD CONDITION.  THE STEEL BALL ON TOP OF
 DD2505'THE ABANDONED LANTERN AS DESCRIBED BY W. D. P. IN 1942 WAS NOT
 DD2505'SEEN.  THE FRAME SUPPORTING IT WAS IN EVIDENCE.
 DD2505
 DD2505                          STATION RECOVERY (1972)
 DD2505
 DD2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 DD2505'STATION IS THE ONLY ABANDONED LIGHTHOUSE STILL STANDING ON
 DD2505'SMITH ISLAND.  THE STATION IS ON THE SOUTH SIDE OF THE ISLAND.
 DD2505
 DD2505                          STATION RECOVERY (1973)
 DD2505
 DD2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 DD2505'LIGHTHOUSE RECOVERED IN GOOD CONDITION.  IT IS ABANDONED, BUT
 DD2505'IS BEING REMODELED BY A PRIVATE CORPORATION AS A POINT OF
 DD2505'INTEREST.  DESCRIPTION BY W.D.P. IN 1942 IS ADEQUATE WITH THE
 DD2505'FOLLOWING CORRECTIONS--
 DD2505'
 DD2505'STEEL BALL IS NO LONGER ON TOP.  A STEEL CAGE REMAINS.
 DD2505'
 DD2505'THE DOCK TO THE LIGHTHOUSE IS IN RUINS.  A PRIVATE FLOATING
 DD2505'DOCK IS LOCATED NEARBY.
 DD2505
 DD2505                          STATION RECOVERY (1985)
 DD2505
 DD2505'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 DD2505'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 DD2505
 DD2505                          STATION RECOVERY (2003)
 DD2505
 DD2505'RECOVERY NOTE BY US POWER SQUADRON 2003
 DD2505'RECOVERED IN GOOD CONDITION.
 DD2505
 DD2505                          STATION RECOVERY (2004)
 DD2505
 DD2505'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2505'RECOVERED IN GOOD CONDITION.
 DD2505
 DD2505                          STATION RECOVERY (2005)
 DD2505
 DD2505'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2507 ***********************************************************************
 DD2507  DESIGNATION -  BALD HEAD RANGE FRONT BEACON
 DD2507  PID         -  DD2507
 DD2507  STATE/COUNTY-  NC/BRUNSWICK
 DD2507  USGS QUAD   -  CAPE FEAR (1970)
 DD2507
 DD2507                         *CURRENT SURVEY CONTROL
 DD2507  ___________________________________________________________________
 DD2507* NAD 83(2001)-  33 51 57.23477(N)    078 00 25.87036(W)     ADJUSTED  
 DD2507* NAVD 88     -              **(meters)            **(feet)            
 DD2507  ___________________________________________________________________
 DD2507  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 DD2507  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 DD2507  HORZ ORDER  -  THIRD
 DD2507
 DD2507.The horizontal coordinates were established by classical geodetic methods
 DD2507.and adjusted by the National Geodetic Survey in August 2005.
 DD2507
 DD2507
 DD2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2507
 DD2507.The geoid height was determined by GEOID03.
 DD2507
 DD2507;                    North         East     Units Scale Factor Converg.
 DD2507;SPC NC       -    13,317.192   701,479.356   MT  1.00016217   +0 34 22.9
 DD2507;SPC NC       -    43,691.49  2,301,436.85   sFT  1.00016217   +0 34 22.9
 DD2507;UTM  17      - 3,751,318.839   776,861.494   MT  1.00054505   +1 40 07.7
 DD2507;UTM  18      - 3,751,357.682   221,808.466   MT  1.00055416   -1 40 36.6
 DD2507
 DD2507                          SUPERSEDED SURVEY CONTROL
 DD2507
 DD2507  NAD 83(1986)-  33 51 57.24577(N)    078 00 25.87971(W) AD(       ) 4
 DD2507  NAD 27      -  33 51 56.61000(N)    078 00 26.90900(W) AD(       ) 3
 DD2507
 DD2507.Superseded values are not recommended for survey control.
 DD2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2507.See file dsdata.txt to determine how the superseded data were derived.
 DD2507
 DD2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7686151319(NAD 83)
 DD2507
 DD2507  HISTORY     - Date     Condition        Report By
 DD2507  HISTORY     - 1934     FIRST OBSERVED   CGS
 DD2507
 DD2507                          STATION DESCRIPTION
 DD2507
 DD2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (BHR)
 DD2507'RANGE IS LOCATED 100 M. N.E. OF THE MOUTH OF LIGHTHOUSE CREEK
 DD2507'AND JUST NORTH OF SMITH ISLAND.  THIS STRUCTURE IS 24 FT HIGH
 DD2507'AND IS A 4 PILE STRUCTURE WITH PYRAMIDAL STEEL FRAME RESTING ON
 DD2507'THE CAP SILLS.  THE S.W. FACE IS A SLATTED FACE AND IS
 DD2507'UNPAINTED.  ATOP THIS FRAME IS A FLASHING WHITE LIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2509 ***********************************************************************
 DD2509  DESIGNATION -  BALD HEAD RANGE REAR BEACON
 DD2509  PID         -  DD2509
 DD2509  STATE/COUNTY-  NC/BRUNSWICK
 DD2509  USGS QUAD   -  CAPE FEAR (1970)
 DD2509
 DD2509                         *CURRENT SURVEY CONTROL
 DD2509  ___________________________________________________________________
 DD2509* NAD 83(2001)-  33 51 56.51294(N)    078 00 12.87379(W)     ADJUSTED  
 DD2509* NAVD 88     -              **(meters)            **(feet)            
 DD2509  ___________________________________________________________________
 DD2509  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DD2509  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 DD2509  HORZ ORDER  -  THIRD
 DD2509
 DD2509.The horizontal coordinates were established by classical geodetic methods
 DD2509.and adjusted by the National Geodetic Survey in August 2005.
 DD2509
 DD2509
 DD2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2509
 DD2509.The geoid height was determined by GEOID03.
 DD2509
 DD2509;                    North         East     Units Scale Factor Converg.
 DD2509;SPC NC       -    13,298.297   701,813.663   MT  1.00016226   +0 34 30.4
 DD2509;SPC NC       -    43,629.50  2,302,533.66   sFT  1.00016226   +0 34 30.4
 DD2509;UTM  17      - 3,751,306.335   777,196.231   MT  1.00054734   +1 40 14.9
 DD2509;UTM  18      - 3,751,325.665   222,141.904   MT  1.00055187   -1 40 29.3
 DD2509
 DD2509                          SUPERSEDED SURVEY CONTROL
 DD2509
 DD2509  NAD 83(1986)-  33 51 56.52409(N)    078 00 12.88317(W) AD(       ) 4
 DD2509  NAD 27      -  33 51 55.89000(N)    078 00 13.91900(W) AD(       ) 3
 DD2509
 DD2509.Superseded values are not recommended for survey control.
 DD2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2509.See file dsdata.txt to determine how the superseded data were derived.
 DD2509
 DD2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7719651306(NAD 83)
 DD2509
 DD2509  HISTORY     - Date     Condition        Report By
 DD2509  HISTORY     - 1934     FIRST OBSERVED   CGS
 DD2509
 DD2509                          STATION DESCRIPTION
 DD2509
 DD2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (BHR)
 DD2509'RANGE IS 900 M. N.E. OF THE MOUTH OF CAPE CREEK.  IT IS A 4
 DD2509'PILE STRUCTURE WITH A STEEL PYRAMIDAL FRAME 30 FEET ABOVE THE
 DD2509'CAP SILLS.  THE S.W. FACE IS SLATTED AND UNPAINTED.  THERE IS A
 DD2509'FLASHING LIGHT ATOP THIS FRAME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0054 ***********************************************************************
 UT0054  DESIGNATION -  BALD HEAD SHOAL CHAN F RNG LT
 UT0054  PID         -  UT0054
 UT0054  STATE/COUNTY-  NC/BRUNSWICK
 UT0054  USGS QUAD   -  KURE BEACH (1979)
 UT0054
 UT0054                         *CURRENT SURVEY CONTROL
 UT0054  ___________________________________________________________________
 UT0054* NAD 83(2001)-  33 53 01.02462(N)    077 59 45.95808(W)     ADJUSTED  
 UT0054* NAVD 88     -              **(meters)            **(feet)            
 UT0054  ___________________________________________________________________
 UT0054  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 UT0054  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 UT0054  HORZ ORDER  -  THIRD
 UT0054
 UT0054.The horizontal coordinates were established by classical geodetic methods
 UT0054.and adjusted by the National Geodetic Survey in August 2005.
 UT0054
 UT0054
 UT0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0054
 UT0054.The geoid height was determined by GEOID03.
 UT0054
 UT0054;                    North         East     Units Scale Factor Converg.
 UT0054;SPC NC       -    15,293.160   702,485.445   MT  1.00015483   +0 34 45.9
 UT0054;SPC NC       -    50,174.31  2,304,737.66   sFT  1.00015483   +0 34 45.9
 UT0054;UTM  18      - 3,753,293.380   222,891.791   MT  1.00054674   -1 40 17.1
 UT0054;UTM  17      - 3,753,314.468   777,829.978   MT  1.00055168   +1 40 32.8
 UT0054
 UT0054                          SUPERSEDED SURVEY CONTROL
 UT0054
 UT0054  NAD 83(1986)-  33 53 01.03516(N)    077 59 45.96566(W) AD(       ) 4
 UT0054  NAD 27      -  33 53 00.40412(N)    077 59 47.00123(W) AD(       ) 3
 UT0054
 UT0054.Superseded values are not recommended for survey control.
 UT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0054.See file dsdata.txt to determine how the superseded data were derived.
 UT0054
 UT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2289253293(NAD 83)
 UT0054_MARKER: 14 = NAVIGATION LIGHT
 UT0054
 UT0054  HISTORY     - Date     Condition        Report By
 UT0054  HISTORY     - 1962     FIRST OBSERVED   CGS
 UT0054
 UT0054                          STATION DESCRIPTION
 UT0054
 UT0054'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0055 ***********************************************************************
 UT0055  DESIGNATION -  BALD HEAD SHOAL CHAN R RNG LT
 UT0055  PID         -  UT0055
 UT0055  STATE/COUNTY-  NC/BRUNSWICK
 UT0055  USGS QUAD   -  KURE BEACH (1979)
 UT0055
 UT0055                         *CURRENT SURVEY CONTROL
 UT0055  ___________________________________________________________________
 UT0055* NAD 83(2001)-  33 53 45.93229(N)    077 58 54.94745(W)     ADJUSTED  
 UT0055* NAVD 88     -              **(meters)            **(feet)            
 UT0055  ___________________________________________________________________
 UT0055  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 UT0055  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 UT0055  HORZ ORDER  -  THIRD
 UT0055
 UT0055.The horizontal coordinates were established by classical geodetic methods
 UT0055.and adjusted by the National Geodetic Survey in August 2005.
 UT0055
 UT0055
 UT0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0055
 UT0055.The geoid height was determined by GEOID03.
 UT0055
 UT0055;                    North         East     Units Scale Factor Converg.
 UT0055;SPC NC       -    16,690.310   703,782.227   MT  1.00014972   +0 35 15.4
 UT0055;SPC NC       -    54,758.13  2,308,992.19   sFT  1.00014972   +0 35 15.4
 UT0055;UTM  18      - 3,754,639.036   224,242.981   MT  1.00053752   -1 39 50.5
 UT0055;UTM  17      - 3,754,736.752   779,100.300   MT  1.00056040   +1 41 03.2
 UT0055
 UT0055                          SUPERSEDED SURVEY CONTROL
 UT0055
 UT0055  NAD 83(1986)-  33 53 45.94410(N)    077 58 54.95403(W) AD(       ) 4
 UT0055  NAD 27      -  33 53 45.31505(N)    077 58 55.99071(W) AD(       ) 3
 UT0055
 UT0055.Superseded values are not recommended for survey control.
 UT0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0055.See file dsdata.txt to determine how the superseded data were derived.
 UT0055
 UT0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2424354639(NAD 83)
 UT0055_MARKER: 14 = NAVIGATION LIGHT
 UT0055
 UT0055  HISTORY     - Date     Condition        Report By
 UT0055  HISTORY     - 1962     FIRST OBSERVED   CGS
 UT0055  HISTORY     - 1972     GOOD             NGS
 UT0055  HISTORY     - 1975     GOOD             NGS
 UT0055
 UT0055                          STATION DESCRIPTION
 UT0055
 UT0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (RST)
 UT0055'THE STATION WAS APPARENTLY RECOVERED IN GOOD CONDITION.  IT
 UT0055'WAS USED IN A COMPUTED THREE POINT FIX, WITH CHECK ANGLES,
 UT0055'WITH GOOD RESULTS.
 UT0055'
 UT0055'THE STATION WAS NOT VISITED.
 UT0055
 UT0055                          STATION RECOVERY (1975)
 UT0055
 UT0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (REK)
 UT0055'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3040 ***********************************************************************
 FA3040  DESIGNATION -  BALD KNOB
 FA3040  PID         -  FA3040
 FA3040  STATE/COUNTY-  NC/ALEXANDER
 FA3040  USGS QUAD   -  ELLENDALE (1970)
 FA3040
 FA3040                         *CURRENT SURVEY CONTROL
 FA3040  ___________________________________________________________________
 FA3040* NAD 83(2001)-  35 52 59.67663(N)    081 16 09.00959(W)     ADJUSTED  
 FA3040* NAVD 88     -       584.7    (meters)    1918.     (feet)  VERTCON   
 FA3040  ___________________________________________________________________
 FA3040  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 FA3040  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 FA3040  HORZ ORDER  -  THIRD
 FA3040
 FA3040.The horizontal coordinates were established by classical geodetic methods
 FA3040.and adjusted by the National Geodetic Survey in August 2005.
 FA3040
 FA3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3040
 FA3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3040
 FA3040.The geoid height was determined by GEOID03.
 FA3040
 FA3040;                    North         East     Units Scale Factor Converg.
 FA3040;SPC NC       -   238,987.940   404,734.915   MT  0.99993321   -1 18 34.9
 FA3040;SPC NC       -   784,079.60  1,327,867.80   sFT  0.99993321   -1 18 34.9
 FA3040;UTM  17      - 3,971,032.028   475,704.671   MT  0.99960727   -0 09 28.0
 FA3040
 FA3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3040!SPC NC       -   0.99991334  x   0.99993321  =   0.99984655
 FA3040!UTM  17      -   0.99991334  x   0.99960727  =   0.99952064
 FA3040
 FA3040:                Primary Azimuth Mark                     Grid Az
 FA3040:SPC NC       -  HICKORY                                  338 18 55.8
 FA3040:UTM  17      -  HICKORY                                  337 09 48.9
 FA3040
 FA3040|---------------------------------------------------------------------|
 FA3040| PID    Reference Object                     Distance      Geod. Az  |
 FA3040|                                                           dddmmss.s |
 FA3040| FA3038 HICKORY                             APPROX.13.7 KM 3370020.9 |
 FA3040|---------------------------------------------------------------------|
 FA3040
 FA3040                          SUPERSEDED SURVEY CONTROL
 FA3040
 FA3040  NAD 83(1986)-  35 52 59.68526(N)    081 16 09.01733(W) AD(       ) 3
 FA3040  NAD 27      -  35 52 59.19578(N)    081 16 09.71920(W) AD(       ) 3
 FA3040  NGVD 29 (07/19/86)  584.9    (m)         1919.     (f) VERT ANG    3  
 FA3040
 FA3040.Superseded values are not recommended for survey control.
 FA3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3040.See file dsdata.txt to determine how the superseded data were derived.
 FA3040
 FA3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7570571032(NAD 83)
 FA3040_MARKER: DD = SURVEY DISK
 FA3040_SETTING: 80 = SET IN A BOULDER
 FA3040_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3040+STABILITY: SURFACE MOTION
 FA3040
 FA3040  HISTORY     - Date     Condition        Report By
 FA3040  HISTORY     - 1948     MONUMENTED       USGS
 FA3040
 FA3040                          STATION DESCRIPTION
 FA3040
 FA3040'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG)
 FA3040'LOCATED ABOUT 6.0 MI SW. OF TAYLORSVILLE, 4.0 MI SSW. OF ALL HEALING
 FA3040'SPRINGS, AND 3.0 MI SW. OF ST. LUKES CHURCH, ON THE TOP OF BALD KNOB.
 FA3040'
 FA3040'TO REACH FROM TAYLORSVILLE (COURT HOUSE), GO W. ON STATE HIGHWAY 90
 FA3040'FOR 4.4 MI TO T-RD. S. ON CURVE, E. OF SCHOOL, TURN S. ON GRAVELED RD.
 FA3040'AND GO 2.15 MI TO FORK, BEAR RIGHT AND CONTINUE 0.65 MI TO CROSSROADS,
 FA3040'AT TOP OF HILL AND TURN RIGHT, GO 0.45 MI AND BEAR LEFT, CONTINUE ON
 FA3040'MAIN RD. UP MOUNTAIN TO CREST 1.15 MI, TURN SHARPLY RIGHT ALONG UPPER
 FA3040'EDGE OF FIELD, AND GO UPHILL 0.75 MI TO FORK ON PLATEAU JUST BEFORE
 FA3040'REACHING FIELD, TURN LEFT, GO 0.25 MI, TURN RIGHT AND GO 0.3 MI TO DIM
 FA3040'TRAIL RIGHT AND END OF TRUCK TRAVEL. FOLLOW TRAIL 0.25 MI TO TOP AND
 FA3040'STATION.
 FA3040'
 FA3040'STATION IS ON PROPERTY OF J.J. FOX HEIRS, AND IS ABOUT 10 FT SE. OF
 FA3040'RIDGE AT ITS HIGHEST POINT. IT IS ABOUT 25 FT W. OF LARGE ROCK PILE,
 FA3040'IT IS A STANDARD TABLET SET IN LARGE BOULDER IN PLACE STAMPED
 FA3040'---BALD KNOB---PROJECTING ABOUT 10 IN. AND SURROUNDED BY STONES.
 FA3040'
 FA3040'REFERENCE MARK NO 1, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3040'---RM 1 1948---SET IN TOP OF BOULDER IN PLACE AND PROJECTING ABOUT 3
 FA3040'IN. IT IS SURROUNDED BY STONES, ON RIDGELINE AT NE. END, ABOUT 30 FT
 FA3040'NW. OF LARGE ROCKPILE, AND IS 32.92 FT FROM STATION,
 FA3040'N 08 DEG 57 MIN E.
 FA3040'
 FA3040'REFERENCE MARK NO 2, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3040'---RM 2 1948---SET IN TOP OF LEDGE ROCK ON SW. SLOPE HILL ABOUT 20 FT
 FA3040'FROM RIDGELINE. IT IS 31.7 FT FROM STATION, N 70 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5363 ***********************************************************************
 FA5363  DESIGNATION -  BALD KNOB DIAL A PAGE TOWER
 FA5363  PID         -  FA5363
 FA5363  STATE/COUNTY-  NC/ALEXANDER
 FA5363  USGS QUAD   -  ELLENDALE (1970)
 FA5363
 FA5363                         *CURRENT SURVEY CONTROL
 FA5363  ___________________________________________________________________
 FA5363* NAD 83(2001)-  35 52 39.78777(N)    081 15 37.10207(W)     ADJUSTED  
 FA5363* NAVD 88     -              **(meters)            **(feet)            
 FA5363  ___________________________________________________________________
 FA5363  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FA5363  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 FA5363  HORZ ORDER  -  THIRD
 FA5363
 FA5363.The horizontal coordinates were established by classical geodetic methods
 FA5363.and adjusted by the National Geodetic Survey in August 2005.
 FA5363
 FA5363
 FA5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5363
 FA5363.The geoid height was determined by GEOID03.
 FA5363
 FA5363;                    North         East     Units Scale Factor Converg.
 FA5363;SPC NC       -   238,356.883   405,521.013   MT  0.99993216   -1 18 16.5
 FA5363;SPC NC       -   782,009.21  1,330,446.86   sFT  0.99993216   -1 18 16.5
 FA5363;UTM  17      - 3,970,417.103   476,503.037   MT  0.99960680   -0 09 09.2
 FA5363
 FA5363                          SUPERSEDED SURVEY CONTROL
 FA5363
 FA5363  NAD 83(1986)-  35 52 39.79425(N)    081 15 37.10753(W) AD(       ) 4
 FA5363
 FA5363.Superseded values are not recommended for survey control.
 FA5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5363.See file dsdata.txt to determine how the superseded data were derived.
 FA5363
 FA5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7650370417(NAD 83)
 FA5363_MARKER: 43 = RADIO/TV TOWER
 FA5363_MARK LOGO: NCGS  
 FA5363
 FA5363  HISTORY     - Date     Condition        Report By
 FA5363  HISTORY     - 1991     FIRST OBSERVED   NCGS
 FA5363
 FA5363                          STATION DESCRIPTION
 FA5363
 FA5363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5363'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF TAYLORSVILLE ON
 FA5363'BARRETT MOUNTAIN.
 FA5363'PROCEED ALONG US 64-NC 90 FOR 4.4 MI (7.1 KM) WEST FROM NC 16 SOUTH
 FA5363'(IN TAYLORSVILLE), THENCE SOUTH ALONG SR 1124 (CHURCH ROAD) FOR 2.8
 FA5363'MI (4.5 KM), THENCE SOUTHWEST ALONG SR 1228 (BARRETT MTN. ROAD) FOR
 FA5363'1.55 MI (2.49 KM), THENCE NORTHWEST ALONG SR 1221 (BARRETT RIDGE
 FA5363'LANE) FOR 0.65 MI (1.05 KM), THENCE SOUTHWEST ALONG A DIRT ROAD FOR
 FA5363'0.25 MI (0.40 KM) TO TOWER, ON SOUTH SIDE OF ROAD IN A PASTURE. IT IS
 FA5363'OF STEEL CONSTRUCTION, HAS THREE LEGS, AND IS ABOUT 250 FEET TALL.
 FA5363'POINT OF INTERSECTION IS THE CENTER OF THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2004 ***********************************************************************
 FZ2004  HT_MOD      -  This is a Height Modernization Survey Station.
 FZ2004  DESIGNATION -  BALD OF RICH
 FZ2004  PID         -  FZ2004
 FZ2004  STATE/COUNTY-  NC/WATAUGA
 FZ2004  USGS QUAD   -  ZIONVILLE (1976)
 FZ2004
 FZ2004                         *CURRENT SURVEY CONTROL
 FZ2004  ___________________________________________________________________
 FZ2004* NAD 83(2007)-  36 18 44.45008(N)    081 42 59.86415(W)     ADJUSTED  
 FZ2004* NAVD 88     -      1637.42   (meters)    5372.1    (feet)  GPS OBS   
 FZ2004  ___________________________________________________________________
 FZ2004  EPOCH DATE  -        2002.00
 FZ2004  X           -     741,500.861 (meters)                     COMP
 FZ2004  Y           -  -5,093,151.425 (meters)                     COMP
 FZ2004  Z           -   3,757,126.801 (meters)                     COMP
 FZ2004  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 FZ2004  ELLIP HEIGHT-        1606.522 (meters)          (02/10/07) ADJUSTED
 FZ2004  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FZ2004
 FZ2004  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2004  Type    PID    Designation                      North   East  Ellip
 FZ2004  -------------------------------------------------------------------
 FZ2004  NETWORK FZ2004 BALD OF RICH                      0.45   0.41   0.88
 FZ2004  -------------------------------------------------------------------
 FZ2004
 FZ2004.The horizontal coordinates were established by GPS observations
 FZ2004.and adjusted by the National Geodetic Survey in February 2007.
 FZ2004
 FZ2004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2004.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2004.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2004.The epoch date for horizontal control is a decimal equivalence
 FZ2004.of Year/Month/Day.
 FZ2004
 FZ2004.The orthometric height was determined by GPS observations and a
 FZ2004.high-resolution geoid model.
 FZ2004.The orthometric height was determined by GPS observations and a
 FZ2004.high-resolution geoid model using precise GPS observation and
 FZ2004.processing techniques.
 FZ2004
 FZ2004.Photographs are available for this station.
 FZ2004
 FZ2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2004
 FZ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2004
 FZ2004.The ellipsoidal height was determined by GPS observations
 FZ2004.and is referenced to NAD 83.
 FZ2004
 FZ2004.The geoid height was determined by GEOID03.
 FZ2004
 FZ2004;                    North         East     Units Scale Factor Converg.
 FZ2004;SPC NC       -   287,597.505   365,649.206   MT  1.00004392   -1 34 04.6
 FZ2004;SPC NC       -   943,559.48  1,199,634.10   sFT  1.00004392   -1 34 04.6
 FZ2004;SPC TN       -   227,989.427   984,546.575   MT  0.99998316   +2 30 27.6
 FZ2004;SPC TN       -   747,995.31  3,230,133.22   sFT  0.99998316   +2 30 27.6
 FZ2004;UTM  17      - 4,018,831.491   435,667.087   MT  0.99965099   -0 25 27.8
 FZ2004
 FZ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2004!SPC NC       -   0.99974793  x   1.00004392  =   0.99979184
 FZ2004!SPC TN       -   0.99974793  x   0.99998316  =   0.99973109
 FZ2004!UTM  17      -   0.99974793  x   0.99965099  =   0.99939901
 FZ2004
 FZ2004:                Primary Azimuth Mark                     Grid Az
 FZ2004:SPC NC       -  BALD OF RICH AZ MK                       239 50 30.7
 FZ2004:SPC TN       -  BALD OF RICH AZ MK                       235 45 58.5
 FZ2004:UTM  17      -  BALD OF RICH AZ MK                       238 41 53.9
 FZ2004
 FZ2004|---------------------------------------------------------------------|
 FZ2004| PID    Reference Object                     Distance      Geod. Az  |
 FZ2004|                                                           dddmmss.s |
 FZ2004| FZ2227 BALD OF RICH AZ MK                                 2381626.1 |
 FZ2004| FZ2229 BALD OF RICH RM 2                    14.368 METERS 25053     |
 FZ2004| CS5216 HOWARD RM 2                          14.400 METERS 26625     |
 FZ2004| FZ1052 LUCIUDA                             APPROX. 8.1 KM 3071429.5 |
 FZ2004| FZ2228 BALD OF RICH RM 1                     8.608 METERS 34500     |
 FZ2004| CS5215 HOWARD RM 1                           8.445 METERS 35051     |
 FZ2004|---------------------------------------------------------------------|
 FZ2004
 FZ2004                          SUPERSEDED SURVEY CONTROL
 FZ2004
 FZ2004  NAD 83(2001)-  36 18 44.45127(N)    081 42 59.86450(W) AD(       ) 1
 FZ2004  ELLIP H (10/17/03) 1606.475  (m)                       GP(       ) 4 2
 FZ2004  NAD 83(2001)-  36 18 44.45033(N)    081 42 59.86398(W) AD(       ) 1
 FZ2004  ELLIP H (03/27/03) 1606.530  (m)                       GP(       ) 4 2
 FZ2004  NAD 83(1995)-  36 18 44.45087(N)    081 42 59.86369(W) AD(       ) 1
 FZ2004  NAD 83(1993)-  36 18 44.45598(N)    081 42 59.86727(W) AD(       ) 1
 FZ2004  NAD 83(1986)-  36 18 44.46101(N)    081 42 59.87061(W) AD(       ) 1
 FZ2004  NAD 83(1986)-  36 18 44.46101(N)    081 42 59.87061(W) AD(       ) 2
 FZ2004  NAD 27      -  36 18 44.00200(N)    081 43 00.48000(W) AD(       ) 2
 FZ2004  NGVD 29 (09/17/93) 1637.5    (m)         5372.     (f) GPS OBS     3  
 FZ2004
 FZ2004.Superseded values are not recommended for survey control.
 FZ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2004.See file dsdata.txt to determine how the superseded data were derived.
 FZ2004
 FZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3566718831(NAD 83)
 FZ2004_MARKER: DS = TRIANGULATION STATION DISK
 FZ2004_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2004_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2004_STAMPING: BALD OF RICH 1934 1979
 FZ2004_MARK LOGO: NGS   
 FZ2004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FZ2004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2004+STABILITY: POSITION/ELEVATION WELL
 FZ2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2004+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 FZ2004
 FZ2004  HISTORY     - Date     Condition        Report By
 FZ2004  HISTORY     - 1934     MONUMENTED       USGS
 FZ2004  HISTORY     - 1934     GOOD             USGS
 FZ2004  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 FZ2004  HISTORY     - 19901128 GOOD
 FZ2004  HISTORY     - 19910708 GOOD             NCGS
 FZ2004  HISTORY     - 20021115 GOOD             GEOMET
 FZ2004
 FZ2004                          STATION DESCRIPTION
 FZ2004
 FZ2004'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (MAH)
 FZ2004'ABOUT 2-1/2 MILES SOUTHEAST OF ZIONVILLE, 2-1/4 MILES SOUTH OF
 FZ2004'TENNESSEE-NORTH CAROLINA
 FZ2004'STATE LINE, ON MOUNTAIN KNOWN AS BALD OF RICH, ON SUMMIT OF
 FZ2004'CLEARED KNOB WHICH IS
 FZ2004'CENTRAL ONE OF THREE PEAKS OF ABOUT SAME
 FZ2004'ELEVATION, 25 FEET WEST OF HIGHEST POINT
 FZ2004'OF SUMMIT, AND 4 FEET NORTH
 FZ2004'OF LONGITUDINAL CENTER.  TO REACH FROM JUNCTION OF U.  S.
 FZ2004'ROUTE 421 AND
 FZ2004'TENN.  ROUTE 67 AT TRADE, TENN., GO SOUTH 1.0 MILE ON ROUTE 421,
 FZ2004'TURN EAST ONTO MEAT
 FZ2004'CAMP ROAD AND GO 0.85 MILE, KEEP UP HILL AT FORK
 FZ2004'AND GO 2.5 MILES TO GAP AT TOP OF
 FZ2004'GRADE AT FOOT OF MOUNTAIN AND END
 FZ2004'OF TRUCK TRAVEL, TURN RIGHT ACROSS FIELD AND GO 1/4
 FZ2004'MILE TO EDGE OF
 FZ2004'WOODS, FOLLOW PATH THROUGH WOODS 0.4 MILE ALONGSIDE OF RIDGE, TURN
 FZ2004'RIGHT UP RIDGE
 FZ2004'BEFORE REACHING LARGE CLEARING AND GO 0.7 MILE ALONG
 FZ2004'RIDGE TO SECOND SUMMIT AND
 FZ2004'STATION SITE.  MARKED BY STANDARD U.  S.
 FZ2004'GEOLOGICAL SURVEY DISK IN DRILL HOLE IN
 FZ2004'BEDROCK.  REFERENCE MARK NO.
 FZ2004'1 AND AZIMUTH MARK ARE STANDARD REFERENCE DISKS IN
 FZ2004'BEDROCK,
 FZ2004'NO.  1 IS DOWN NORTH SLOPE OF SUMMIT AND 28.24 FEET FROM STATION
 FZ2004'N 15 DEG W.
 FZ2004'AZIMUTH MARK IS ON BACKBONE OF RIDGE, NEAR
 FZ2004'SOUTHWEST END OF KNOB, IN CENTER ONE
 FZ2004'OF THREE ROCKS, AND BETWEEN 330
 FZ2004'AND 350 YARDS FROM STATION S 58 DEG 16 MIN W.
 FZ2004'REFERENCE MARK NO.  2 IS STANDARD REFERENCE DISK IN BEDROCK,
 FZ2004'ON BACKBONE
 FZ2004'OF RIDGE AND 47.14 FEET FROM STATION S  70
 FZ2004'DEG 53 MIN W.
 FZ2004
 FZ2004                          STATION RECOVERY (1934)
 FZ2004
 FZ2004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 FZ2004'RECOVERED IN GOOD CONDITION.
 FZ2004
 FZ2004                          STATION RECOVERY (1979)
 FZ2004
 FZ2004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2004'TO REACH THE STATION FROM THE JUNCTION OF US 221 AND NC 194, 1 MILE
 FZ2004'EAST OF BOONE, PROCEED NORTH ALONG NC 194 FOR 1.6 MILES TO SR 1306
 FZ2004'(HOWARD CREEK ROAD) ON LEFT, THENCE NORTHWEST ALONG SR 1306 FOR 5.95
 FZ2004'MILES TO DIRT ROAD ON RIGHT, THENCE NORTH ALONG DIRT ROAD, BEARING
 FZ2004'LEFT AT FORKS, FOR 2.25 MILES TO POTATO HILL AND WOODS ROAD ON RIGHT,
 FZ2004'THENCE NORTH ALONG WOODS ROAD FOR 0.8 MILES TO SUMMIT OF RICH
 FZ2004'MOUNTAIN BALD AND STATION.
 FZ2004'
 FZ2004'DRILLED HOLE FOUND WHERE STATION DISK HAD BEEN. NGS DISK
 FZ2004'STAMPED---BALD OF RICH 1934-1979---WAS SET IN DRILLED HOLE AT THIS
 FZ2004'TIME, USING INTERSECTION OF DISTANCES FROM REFERENCE MARKS. THE ANGLE
 FZ2004'BETWEEN REFERENCE MARKS AGREED WITHIN 1 MINUTE. RM 1 FOUND IN GOOD
 FZ2004'CONDITION STAMPED---HOWARD NO 1 1934---. RM 2 FOUND IN FAIR CONDITION
 FZ2004'STAMPED---HOWARD NO 2 1934---. AZIMUTH MARK FOUND IN GOOD CONDITION
 FZ2004'STAMPED---HOWARD NO 3 1934---.
 FZ2004
 FZ2004                          STATION RECOVERY (1990)
 FZ2004
 FZ2004'RECOVERED 1990
 FZ2004'RECOVERED IN GOOD CONDITION.
 FZ2004
 FZ2004                          STATION RECOVERY (1991)
 FZ2004
 FZ2004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2004'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS.
 FZ2004'STATION IS 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 FZ2004'RM 1, RM 2, AND RM 3 WERE ALL FOUND IN GOOD CONDITION.  THE LINE OF
 FZ2004'SIGHT FROM STATION TO RM 3 (AZIMUTH MARK) IS BLOCKED.
 FZ2004
 FZ2004                          STATION RECOVERY (2002)
 FZ2004
 FZ2004'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 FZ2004'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  TO REACH THE
 FZ2004'STATION FROM THE INTERSECTION OF US HIGHWAYS 421-221 AND NC STATE
 FZ2004'HIGHWAY 194 IN EASTERN BOONE, GO NORTH ON NC STATE HIGHWAY 194 FOR
 FZ2004'2.6 KM (1.6 MILES) TO AN INTERSECTION.  TURN LEFT AND GO
 FZ2004'NORTHWESTERLY ON STATE ROUTE 1306 (HOWARD CREEK ROAD) FOR 9.5 KM (5.9
 FZ2004'MILES) TO A PRIVATE DIRT ROAD (REPLOGLE DRIVE) ON THE RIGHT.  TURN
 FZ2004'RIGHT AND GO NORTHERLY ON REPLOGLE DRIVE BEARING LEFT AT FORKS FOR
 FZ2004'3.7 KM (2.3 MILES) TO POTATO HILL AND A WOODS ROAD ON THE RIGHT.
 FZ2004'TURN RIGHT AND GO NORTH ON WOODS ROAD FOR 0.3 KM (0.2 MILE) TO TWO
 FZ2004'ANTENNA TOWERS.  CONTINUE NORTH ON WOODS ROAD BY FOOT OR IN A SHORT
 FZ2004'BASE FOUR WHEEL DRIVE VEHICLE FOR 1.1 KM  (0.7 MILE) TO THE SUMMIT
 FZ2004'KNOWN AS THE RICH OF BALD AND THE STATION.  THE WITNESS POST HAS
 FZ2004'BEEN REMOVED.  RM 1, RM 2, RM 3 WERE FOUND IN GOOD CONDITION.  THE
 FZ2004'STATION IS AN NGS BRASS DISK IN A DRILL HOLE IN BEDROCK, OVERGROWING
 FZ2004'WITH SOD 8 INCHES BY 16 INCHES, SURFACE IS EXPOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3493 ***********************************************************************
 EZ3493  DESIGNATION -  BALDWIN
 EZ3493  PID         -  EZ3493
 EZ3493  STATE/COUNTY-  NC/MOORE
 EZ3493  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ3493
 EZ3493                         *CURRENT SURVEY CONTROL
 EZ3493  ___________________________________________________________________
 EZ3493* NAD 83(2001)-  35 14 57.18552(N)    079 28 28.89209(W)     ADJUSTED  
 EZ3493* NAVD 88     -       159.4    (meters)     523.     (feet)  VERTCON   
 EZ3493  ___________________________________________________________________
 EZ3493  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EZ3493  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 EZ3493  HORZ ORDER  -  SECOND
 EZ3493
 EZ3493.The horizontal coordinates were established by classical geodetic methods
 EZ3493.and adjusted by the National Geodetic Survey in August 2005.
 EZ3493
 EZ3493.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3493
 EZ3493.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3493
 EZ3493.The geoid height was determined by GEOID03.
 EZ3493
 EZ3493;                    North         East     Units Scale Factor Converg.
 EZ3493;SPC NC       -   166,411.462   566,404.899   MT  0.99987259   -0 16 26.3
 EZ3493;SPC NC       -   545,968.27  1,858,280.07   sFT  0.99987259   -0 16 26.3
 EZ3493;UTM  17      - 3,901,747.174   638,769.048   MT  0.99983732   +0 52 49.6
 EZ3493
 EZ3493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3493!SPC NC       -   0.99997990  x   0.99987259  =   0.99985249
 EZ3493!UTM  17      -   0.99997990  x   0.99983732  =   0.99981723
 EZ3493
 EZ3493:                Primary Azimuth Mark                     Grid Az
 EZ3493:SPC NC       -  CULDEE                                   076 20 32.2
 EZ3493:UTM  17      -  CULDEE                                   075 11 16.3
 EZ3493
 EZ3493|---------------------------------------------------------------------|
 EZ3493| PID    Reference Object                     Distance      Geod. Az  |
 EZ3493|                                                           dddmmss.s |
 EZ3493| EZ3588 CULDEE                              455.512 METERS 0760405.9 |
 EZ3493| EZ3593 WAYNE                               APPROX. 1.0 KM 2862000.6 |
 EZ3493|---------------------------------------------------------------------|
 EZ3493
 EZ3493                          SUPERSEDED SURVEY CONTROL
 EZ3493
 EZ3493  NAD 83(1986)-  35 14 57.18381(N)    079 28 28.90149(W) AD(       ) 2
 EZ3493  NAD 27      -  35 14 56.61650(N)    079 28 29.79634(W) AD(       ) 2
 EZ3493  NGVD 29 (07/19/86)  159.6    (m)          524.     (f) VERT ANG    3  
 EZ3493
 EZ3493.Superseded values are not recommended for survey control.
 EZ3493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3493.See file dsdata.txt to determine how the superseded data were derived.
 EZ3493
 EZ3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3876901747(NAD 83)
 EZ3493_MARKER: DE = TRAVERSE STATION DISK
 EZ3493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3493_STAMPING: BALDWIN 1972
 EZ3493_MARK LOGO: NCGS  
 EZ3493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3493+STABILITY: SURFACE MOTION
 EZ3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3493+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 EZ3493
 EZ3493  HISTORY     - Date     Condition        Report By
 EZ3493  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3493  HISTORY     - 20071106 GOOD             GEOCAC
 EZ3493
 EZ3493                          STATION DESCRIPTION
 EZ3493
 EZ3493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3493'BALDWIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3493'THE VICINITY OF EASTWOOD, NORTH CAROLINA.
 EZ3493'
 EZ3493'BALDWIN IS LOCATED APPROXIMATELY 2.0 MILES WSW OF THE COMMUNITY OF
 EZ3493'EASTWOOD AND 4.0 MILES NORTH OF PINEHURST.  TO REACH STATION FROM
 EZ3493'THE INTERSECTION OF US 15-501 AND NC 73 IN EASTWOOD, PROCEED WEST
 EZ3493'ALONG NC 73 FOR 1.9 MILES TO STATION ON LEFT BANK, 0.05 MILE EAST
 EZ3493'OF INTERSECTION WITH SR 1209, AND APPROXIMATELY 175 FEET ESE
 EZ3493'OF C. L.  BALDWIN RESIDENCE.
 EZ3493'
 EZ3493'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BALDWIN
 EZ3493'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3493'INCH BELOW THE GROUND.
 EZ3493'
 EZ3493'MARK IS
 EZ3493'26.5 FEET S OF C/L OF NC 73.
 EZ3493'121.6 FEET SE OF INTERSECTION OF C/L OF NC 73 AND E END OF LOOP
 EZ3493'DRIVE TO BALDWIN RESIDENCE.
 EZ3493'9.7 FEET NNE OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3493'92.8 FEET W OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3493'32.0 FEET E OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3493
 EZ3493                          STATION RECOVERY (2007)
 EZ3493
 EZ3493'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ3493'RECOVERED IN GOOD CONDITION IN THE NW CORNER OF THE YARD OF A MOBILE
 EZ3493'HOME. HOUSE NUMBER 1089.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5315 ***********************************************************************
 EZ5315  DESIGNATION -  BALDWIN
 EZ5315  PID         -  EZ5315
 EZ5315  STATE/COUNTY-  NC/WAKE
 EZ5315  USGS QUAD   -  APEX (1993)
 EZ5315
 EZ5315                         *CURRENT SURVEY CONTROL
 EZ5315  ___________________________________________________________________
 EZ5315* NAD 83(2001)-  35 43 23.61877(N)    078 51 18.20129(W)     ADJUSTED  
 EZ5315* NAVD 88     -       147.53   (+/-2cm)     484.0    (feet)  VERTCON   
 EZ5315  ___________________________________________________________________
 EZ5315  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 EZ5315  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 EZ5315  HORZ ORDER  -  SECOND
 EZ5315  VERT ORDER  -  THIRD ? (See Below)
 EZ5315
 EZ5315.The horizontal coordinates were established by classical geodetic methods
 EZ5315.and adjusted by the National Geodetic Survey in August 2005.
 EZ5315
 EZ5315.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5315.The vertical order pertains to the NGVD 29 superseded value.
 EZ5315
 EZ5315.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5315
 EZ5315.The geoid height was determined by GEOID03.
 EZ5315
 EZ5315;                    North         East     Units Scale Factor Converg.
 EZ5315;SPC NC       -   218,902.735   622,714.192   MT  0.99990636   +0 05 01.2
 EZ5315;SPC NC       -   718,183.39  2,043,021.48   sFT  0.99990636   +0 05 01.2
 EZ5315;UTM  17      - 3,955,371.912   694,006.489   MT  1.00006382   +1 15 09.9
 EZ5315
 EZ5315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5315!SPC NC       -   0.99998190  x   0.99990636  =   0.99988826
 EZ5315!UTM  17      -   0.99998190  x   1.00006382  =   1.00004572
 EZ5315
 EZ5315:                Primary Azimuth Mark                     Grid Az
 EZ5315:SPC NC       -  APEX=Y 20                                026 19 18.1
 EZ5315:UTM  17      -  APEX=Y 20                                025 09 09.4
 EZ5315
 EZ5315|---------------------------------------------------------------------|
 EZ5315| PID    Reference Object                     Distance      Geod. Az  |
 EZ5315|                                                           dddmmss.s |
 EZ5315| EZ0599 APEX=Y 20                           APPROX. 1.3 KM 0262419.3 |
 EZ5315| EZ6073 BALDWIN RM                           34.500 METERS 23447     |
 EZ5315| EZ5317 DON                                 490.391 METERS 2473715.0 |
 EZ5315|---------------------------------------------------------------------|
 EZ5315
 EZ5315                          SUPERSEDED SURVEY CONTROL
 EZ5315
 EZ5315  NAD 83(1986)-  35 43 23.61859(N)    078 51 18.20736(W) AD(       ) 2
 EZ5315  NAD 27      -  35 43 23.05500(N)    078 51 19.17500(W) AD(       ) 2
 EZ5315  NGVD 29 (07/19/86)  147.78   (m)          484.8    (f) LEVELING    3  
 EZ5315
 EZ5315.Superseded values are not recommended for survey control.
 EZ5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5315.See file dsdata.txt to determine how the superseded data were derived.
 EZ5315
 EZ5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9400655372(NAD 83)
 EZ5315_MARKER: DS = TRIANGULATION STATION DISK
 EZ5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5315_MARK LOGO: CGS   
 EZ5315
 EZ5315  HISTORY     - Date     Condition        Report By
 EZ5315  HISTORY     - 1918     MONUMENTED       CGS
 EZ5315  HISTORY     - 1935     GOOD             CGS
 EZ5315  HISTORY     - 1961     MARK NOT FOUND   CGS
 EZ5315
 EZ5315                          STATION DESCRIPTION
 EZ5315
 EZ5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 EZ5315'ABOUT ONE HALF MILE SOUTH OF RAILWAY STATION AT APEX, AT NORTH END OF
 EZ5315'FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON
 EZ5315'PROLONGATION OF TANGENT TO RIGHT RAIL TOWARD APEX, IN YARD OF NEGRO
 EZ5315'DWELLING, 54 METERS (177 FEET) EAST OF EAST RAIL, 50 METERS (164
 EZ5315'FEET) NORTH OF ROAD CROSSING, AND 40 METERS (131 FEET) NORTHWEST OF
 EZ5315'NEGRO DWELLING.
 EZ5315'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 EZ5315'UNDERGROUND MARK IS NAIL IN CONCRETE.
 EZ5315'
 EZ5315'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.(NOTE 11A),
 EZ5315'IN FRONT OF HOUSE, AND 34.5 METERS (113 FEET)
 EZ5315'FROM STATION S 54 DEG 47 MIN W.
 EZ5315'
 EZ5315'STATION DON (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF)
 EZ5315'IS VISIBLE FROM GROUND S 67 DEG 37 MIN W.
 EZ5315'
 EZ5315'STATION APEX (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF)
 EZ5315'IS VISIBLE FROM GROUND S 26 DEG 24 MIN E.
 EZ5315
 EZ5315                          STATION RECOVERY (1935)
 EZ5315
 EZ5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BM)
 EZ5315'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHUR DESCRIBED AS BEING ON
 EZ5315'PROPERTY OF H.B. BALDWIN (COLORED), ABOUT 45 YARDS NORTHWEST OF
 EZ5315'NORTHWEST CORNER OF HOUSE, ABOUT 800 OR 900 FEET SOUTHWEST OF
 EZ5315'NORTHEAST END OF CURVE, ABOUT 500 FEET NORTHEAST OF BRICK, NEGRO
 EZ5315'SCHOOL BUILDING, ABOUT 250 FT NORTHEAST OF ROAD CROSSING, 24 FEET
 EZ5315'EAST ROW OF POLES, AND 45 FEET NORTHEAST OF ONE GUYED POLE AND 35
 EZ5315'FEET SOUTHEAST OF ANOTHER GUYED POLE.
 EZ5315
 EZ5315                          STATION RECOVERY (1961)
 EZ5315
 EZ5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF)
 EZ5315'STATION SURFACE MARKER DESTROYED.  REFERENCE MARK IN GOOD CONDITION.
 EZ5315'CHAINED OUT REFERENCE, DUG IN LARGE AREA BUT DID NOT RECOVER
 EZ5315'UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2876 ***********************************************************************
 FZ2876  DESIGNATION -  BALDWIN
 FZ2876  PID         -  FZ2876
 FZ2876  STATE/COUNTY-  NC/ASHE
 FZ2876  USGS QUAD   -  TODD (1998)
 FZ2876
 FZ2876                         *CURRENT SURVEY CONTROL
 FZ2876  ___________________________________________________________________
 FZ2876* NAD 83(2001)-  36 20 50.33525(N)    081 31 53.07761(W)     ADJUSTED  
 FZ2876* NAVD 88     -       962.3    (meters)    3157.     (feet)  VERTCON   
 FZ2876  ___________________________________________________________________
 FZ2876  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 FZ2876  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FZ2876  HORZ ORDER  -  SECOND
 FZ2876
 FZ2876.The horizontal coordinates were established by classical geodetic methods
 FZ2876.and adjusted by the National Geodetic Survey in August 2005.
 FZ2876
 FZ2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2876
 FZ2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2876
 FZ2876.The geoid height was determined by GEOID03.
 FZ2876
 FZ2876;                    North         East     Units Scale Factor Converg.
 FZ2876;SPC NC       -   291,037.023   382,376.944   MT  1.00005543   -1 27 39.8
 FZ2876;SPC NC       -   954,843.97  1,254,515.02   sFT  1.00005543   -1 27 39.8
 FZ2876;UTM  17      - 4,022,602.983   452,315.925   MT  0.99962801   -0 18 53.9
 FZ2876
 FZ2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2876!SPC NC       -   0.99985388  x   1.00005543  =   0.99990930
 FZ2876!UTM  17      -   0.99985388  x   0.99962801  =   0.99948195
 FZ2876
 FZ2876                          SUPERSEDED SURVEY CONTROL
 FZ2876
 FZ2876  NAD 83(1995)-  36 20 50.33574(N)    081 31 53.07733(W) AD(       ) 2
 FZ2876  NAD 83(1993)-  36 20 50.34066(N)    081 31 53.08086(W) AD(       ) 2
 FZ2876  NAD 83(1986)-  36 20 50.34619(N)    081 31 53.08422(W) AD(       ) 2
 FZ2876  NGVD 29 (10/27/97)  962.4    (m)         3157.     (f) VERT ANG    3  
 FZ2876
 FZ2876.Superseded values are not recommended for survey control.
 FZ2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2876.See file dsdata.txt to determine how the superseded data were derived.
 FZ2876
 FZ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5231622603(NAD 83)
 FZ2876_MARKER: DE = TRAVERSE STATION DISK
 FZ2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2876_SP_SET: CONCRETE POST
 FZ2876_STAMPING: BALDWIN 1984
 FZ2876_MARK LOGO: NCGS  
 FZ2876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2876+STABILITY: SURFACE MOTION
 FZ2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2876+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 FZ2876
 FZ2876  HISTORY     - Date     Condition        Report By
 FZ2876  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2876  HISTORY     - 19910626 GOOD             NCGS
 FZ2876  HISTORY     - 20031029 GOOD             NCGS
 FZ2876
 FZ2876                          STATION DESCRIPTION
 FZ2876
 FZ2876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2876'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTH-SOUTHWEST OF WEST
 FZ2876'JEFFERSON IN BALDWIN COMMUNITY.
 FZ2876'AT THE INTERSECTION OF US 221, NC 194 AND A PRIVATE ROAD, ABOUT 197
 FZ2876'FEET SOUTHEAST OF THE INTERSECTION, ON TOP OF A HIGH BANK, AT A LARGE
 FZ2876'POWER POLE.
 FZ2876'MARK IS A STANDARD NCGS DISK STAMPED---BALDWIN 1984---, SET INTO THE
 FZ2876'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 4
 FZ2876'INCHES ABOVE GROUND.  LOCATED 0.8 M (2.6 FT) WEST OF AN OVERSIZE
 FZ2876'POWER POLE WITH A WITNESS SIGN, 32.2 M (105.6 FT) NORTH-NORTHWEST OF
 FZ2876'THE CENTER BRACE POST--BOTH WITH REFERENCE TAGS, AND 16.2 M
 FZ2876'(53.1 FT) WEST OF THE END RIGHT-OF-WAY POST.
 FZ2876'REFERENCE OBJECT IS A USGS BENCH MARK DISK STAMPED---11 DSW 1963---,
 FZ2876'LOCATED 250 FT (76.2 M) SOUTHWEST OF THE ABOVE INTERSECTION, AT THE
 FZ2876'NORTHEAST END OF THE HEADWALL, AND 18 FT (5.5 M) WEST-NORTHWEST OF
 FZ2876'THE CENTERLINE OF NC 194. MARK IS 75 FEET HIGHER THAN CROSSROADS.
 FZ2876
 FZ2876                          STATION RECOVERY (1991)
 FZ2876
 FZ2876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2876'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 FZ2876'FOLLOWING CORRECTIONS. THE STATION IS ABOUT 50 FT (15.2 M) ABOVE THE
 FZ2876'LEVEL OF US 221 HIGHWAY.  REFERENCE OBJECT USGS BENCH MARK 11 DSW
 FZ2876'1963 WAS POSITIONED BY GPS ON THIS PROJECT AND A NEW DESCRIPTION WAS
 FZ2876'ENTERED INTO THE DATA BASE.
 FZ2876
 FZ2876                          STATION RECOVERY (2003)
 FZ2876
 FZ2876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5547 ***********************************************************************
 AA5547  DESIGNATION -  BALDWIN
 AA5547  PID         -  AA5547
 AA5547  STATE/COUNTY-  NC/BUNCOMBE
 AA5547  USGS QUAD   -  OTEEN (1990)
 AA5547
 AA5547                         *CURRENT SURVEY CONTROL
 AA5547  ___________________________________________________________________
 AA5547* NAD 83(2007)-  35 32 21.61740(N)    082 29 04.79035(W)     ADJUSTED  
 AA5547* NAVD 88     -       691.9    (meters)    2270.     (feet)  GPS OBS   
 AA5547  ___________________________________________________________________
 AA5547  EPOCH DATE  -        2002.00
 AA5547  X           -     679,647.119 (meters)                     COMP
 AA5547  Y           -  -5,151,776.353 (meters)                     COMP
 AA5547  Z           -   3,687,105.159 (meters)                     COMP
 AA5547  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA5547  ELLIP HEIGHT-         661.980 (meters)          (02/10/07) ADJUSTED
 AA5547  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AA5547
 AA5547  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5547  Type    PID    Designation                      North   East  Ellip
 AA5547  -------------------------------------------------------------------
 AA5547  NETWORK AA5547 BALDWIN                           0.67   0.57   1.72
 AA5547  -------------------------------------------------------------------
 AA5547
 AA5547.The horizontal coordinates were established by GPS observations
 AA5547.and adjusted by the National Geodetic Survey in February 2007.
 AA5547
 AA5547.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5547.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5547.The horizontal coordinates are valid at the epoch date displayed above.
 AA5547.The epoch date for horizontal control is a decimal equivalence
 AA5547.of Year/Month/Day.
 AA5547
 AA5547.The orthometric height was determined by GPS observations and a
 AA5547.high-resolution geoid model.
 AA5547
 AA5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5547
 AA5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5547
 AA5547.The ellipsoidal height was determined by GPS observations
 AA5547.and is referenced to NAD 83.
 AA5547
 AA5547.The geoid height was determined by GEOID03.
 AA5547
 AA5547;                    North         East     Units Scale Factor Converg.
 AA5547;SPC NC       -   204,037.560   293,695.179   MT  0.99988515   -2 00 40.5
 AA5547;SPC NC       -   669,413.23    963,564.93   sFT  0.99988515   -2 00 40.5
 AA5547;UTM  17      - 3,933,869.988   365,411.974   MT  0.99982322   -0 51 47.2
 AA5547
 AA5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5547!SPC NC       -   0.99989611  x   0.99988515  =   0.99978127
 AA5547!UTM  17      -   0.99989611  x   0.99982322  =   0.99971935
 AA5547
 AA5547                          SUPERSEDED SURVEY CONTROL
 AA5547
 AA5547  NAD 83(2001)-  35 32 21.61744(N)    082 29 04.79042(W) AD(       ) 1
 AA5547  ELLIP H (03/13/03)  662.006  (m)                       GP(       ) 4 2
 AA5547  NAD 83(1995)-  35 32 21.61981(N)    082 29 04.79050(W) AD(       ) 1
 AA5547  NAD 83(1986)-  35 32 21.62429(N)    082 29 04.79071(W) AD(       ) 1
 AA5547  NGVD 29 (09/30/94)  692.0    (m)         2270.     (f) GPS OBS     3  
 AA5547
 AA5547.Superseded values are not recommended for survey control.
 AA5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5547.See file dsdata.txt to determine how the superseded data were derived.
 AA5547
 AA5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6541233870(NAD 83)
 AA5547_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5547_SP_SET: CONCRETE POST
 AA5547_STAMPING: BALDWIN 1991
 AA5547_MARK LOGO: NCGS  
 AA5547_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5547+STABILITY: SURFACE MOTION
 AA5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5547+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2007
 AA5547
 AA5547  HISTORY     - Date     Condition        Report By
 AA5547  HISTORY     - 1991     MONUMENTED       NCGS
 AA5547  HISTORY     - 20070130 GOOD             FRELAN
 AA5547
 AA5547                          STATION DESCRIPTION
 AA5547
 AA5547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5547'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF FAIRVIEW
 AA5547'AND 5.4 MI (8.7 KM) SOUTHEAST OF ASHEVILLE. PROCEED ALONG US 74 FOR
 AA5547'1.2 MI (1.9 KM) SOUTHEAST FROM THE I-40 OVERPASS (IN EAST ASHEVILLE),
 AA5547'THENCE SOUTH FOR 1.2 MI (1.9 KM) ALONG SR 3121 (ROSE HILL ROAD),
 AA5547'THENCE WEST FOR 0.1 MI (0.2 KM) ALONG SR 3074 (BEE RIDGE ROAD) TO A
 AA5547'POND AND STATION 134 FEET EAST OF ASPHALT DRIVE. MARK IS ABOUT 1 FOOT
 AA5547'LOWER THAN ROAD AND RECESSED 2 INCHES BELOW GROUND.  LOCATED 15.6 FT
 AA5547'(4.8 M) SOUTH OF THE CENTERLINE OF THE ROAD, 134.6 FT (41.0 M) EAST OF
 AA5547'THE CENTERLINE OF ASPHALT DRIVE, 111.9 FT (34.1 M) NORTHEAST OF THE
 AA5547'NORTHEAST CORNER OF A BRICK HOUSE, 23.0 FT (7.0 M) WEST-NORTHWEST OF A
 AA5547'TELEPHONE PEDESTAL (6W1), 76.4 FT (23.3 M) WEST-NORTHWEST OF A
 AA5547'DRAINAGE GRATE, AND 60.7 FT (18.5 M) NORTH-NORTHWEST OF A DRAIN PIPE
 AA5547'AT NORTHWEST END OF POND.
 AA5547
 AA5547                          STATION RECOVERY (2007)
 AA5547
 AA5547'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2007 (JKS)
 AA5547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5548 ***********************************************************************
 AA5548  DESIGNATION -  BALDWIN AZ MK
 AA5548  PID         -  AA5548
 AA5548  STATE/COUNTY-  NC/BUNCOMBE
 AA5548  USGS QUAD   -  OTEEN (1990)
 AA5548
 AA5548                         *CURRENT SURVEY CONTROL
 AA5548  ___________________________________________________________________
 AA5548* NAD 83(2001)-  35 32 22.51389(N)    082 29 19.10829(W)     NO CHECK  
 AA5548* NAVD 88     -       715.     (meters)    2346.     (feet)  VERT ANG  
 AA5548  ___________________________________________________________________
 AA5548  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AA5548  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AA5548  HORZ ORDER  -  SECOND
 AA5548
 AA5548.The horizontal coordinates were established by classical geodetic methods
 AA5548.and adjusted by the National Geodetic Survey in August 2005.
 AA5548.No horizontal observational check was made to the station.
 AA5548
 AA5548.The orthometric height was determined by vertical angle observations.
 AA5548.No vertical observational check was made to the station.
 AA5548
 AA5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5548
 AA5548.The geoid height was determined by GEOID03.
 AA5548
 AA5548;                    North         East     Units Scale Factor Converg.
 AA5548;SPC NC       -   204,077.833   293,335.740   MT  0.99988517   -2 00 48.7
 AA5548;SPC NC       -   669,545.36    962,385.67   sFT  0.99988517   -2 00 48.7
 AA5548;UTM  17      - 3,933,903.049   365,051.823   MT  0.99982442   -0 51 55.5
 AA5548
 AA5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5548!SPC NC       -   0.99989254  x   0.99988517  =   0.99977772
 AA5548!UTM  17      -   0.99989254  x   0.99982442  =   0.99971698
 AA5548
 AA5548                          SUPERSEDED SURVEY CONTROL
 AA5548
 AA5548  NAD 83(1995)-  35 32 22.51623(N)    082 29 19.10838(W) AD(       ) 2
 AA5548  NAD 83(1986)-  35 32 22.52086(N)    082 29 19.10860(W) AD(       ) 2
 AA5548  NGVD 29 (03/11/98)  715.     (m)         2346.     (f) VERT ANG    3  
 AA5548
 AA5548.Superseded values are not recommended for survey control.
 AA5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5548.See file dsdata.txt to determine how the superseded data were derived.
 AA5548
 AA5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6505233903(NAD 83)
 AA5548_MARKER: DZ = AZIMUTH MARK DISK
 AA5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5548_SP_SET: CONCRETE POST
 AA5548_STAMPING: BALDWIN 1991
 AA5548_MARK LOGO: NCGS  
 AA5548_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5548+STABILITY: SURFACE MOTION
 AA5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5548+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5548
 AA5548  HISTORY     - Date     Condition        Report By
 AA5548  HISTORY     - 1991     MONUMENTED       NCGS
 AA5548
 AA5548                          STATION DESCRIPTION
 AA5548
 AA5548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5548'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF FAIRVIEW
 AA5548'AND 5.3 MI (8.5 KM) SOUTHEAST OF ASHEVILLE. PROCEED ALONG US 74 FOR
 AA5548'1.2 MI (1.9 KM) SOUTHEAST FROM THE I-40 OVERPASS (IN EAST ASHEVILLE),
 AA5548'THENCE SOUTH FOR 1.2 MI (1.9 KM) ALONG SR 3121 (ROSE HILL ROAD),
 AA5548'THENCE WEST FOR 0.3 MI (0.5 KM) ALONG SR 3074 (BEE RIDGE ROAD) TO
 AA5548'BARGER ROAD AND STATION 55 FEET SOUTHEAST. MARK IS ABOUT LEVEL WITH
 AA5548'ROAD AND FLUSH WITH GROUND.  LOCATED 16.7 FT (5.1 M) SOUTH-SOUTHWEST
 AA5548'OF THE CENTERLINE OF THE ROAD, 55.5 FT (16.9 M) SOUTHEAST OF THE
 AA5548'INTERSECTION OF BARGER ROAD, 116.0 FT (35.4 M) SOUTHWEST OF THE
 AA5548'SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE (ACROSS ROAD), 73.8 FT
 AA5548'(22.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 49.9 FT
 AA5548'(15.2 M) WEST-NORTHWEST OF A UTILITY POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3268 ***********************************************************************
 FA3268  DESIGNATION -  BALDWINS
 FA3268  PID         -  FA3268
 FA3268  STATE/COUNTY-  NC/CLEVELAND
 FA3268  USGS QUAD   -  BOILING SPRINGS NORTH (1982)
 FA3268
 FA3268                         *CURRENT SURVEY CONTROL
 FA3268  ___________________________________________________________________
 FA3268* NAD 83(2001)-  35 17 45.79767(N)    081 40 26.40955(W)     ADJUSTED  
 FA3268* NAVD 88     -       265.86   (meters)     872.2    (feet)  N HEIGHT  
 FA3268  ___________________________________________________________________
 FA3268  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FA3268  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 FA3268  DYNAMIC HT  -         265.60  (meters)     871.4   (feet)  COMP
 FA3268  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 FA3268
 FA3268  HORZ ORDER  -  SECOND
 FA3268  VERT ORDER  -  THIRD
 FA3268
 FA3268.The horizontal coordinates were established by classical geodetic methods
 FA3268.and adjusted by the National Geodetic Survey in August 2005.
 FA3268
 FA3268.The orthometric height was determined by differential leveling
 FA3268.and adjusted in July 1999.
 FA3268.The height was determined by precise leveling from only one NSRS
 FA3268.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA3268.allowed ONLY to validate the GPS-derived height.
 FA3268
 FA3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3268
 FA3268.The geoid height was determined by GEOID03.
 FA3268
 FA3268.The dynamic height is computed by dividing the NAVD 88
 FA3268.geopotential number by the normal gravity value computed on the
 FA3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3268.degrees latitude (g = 980.6199 gals.).
 FA3268
 FA3268.The modeled gravity was interpolated from observed gravity values.
 FA3268
 FA3268;                    North         East     Units Scale Factor Converg.
 FA3268;SPC NC       -   174,779.027   366,439.209   MT  0.99987289   -1 32 36.1
 FA3268;SPC NC       -   573,420.86  1,202,225.97   sFT  0.99987289   -1 32 36.1
 FA3268;UTM  17      - 3,906,083.504   438,718.014   MT  0.99964628   -0 23 22.0
 FA3268
 FA3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3268!SPC NC       -   0.99996328  x   0.99987289  =   0.99983617
 FA3268!UTM  17      -   0.99996328  x   0.99964628  =   0.99960957
 FA3268
 FA3268:                Primary Azimuth Mark                     Grid Az
 FA3268:SPC NC       -  COOPER                                   291 39 07.9
 FA3268:UTM  17      -  COOPER                                   290 29 53.8
 FA3268
 FA3268|---------------------------------------------------------------------|
 FA3268| PID    Reference Object                     Distance      Geod. Az  |
 FA3268|                                                           dddmmss.s |
 FA3268| FA3270 COOPER                              APPROX. 2.2 KM 2900631.8 |
 FA3268|---------------------------------------------------------------------|
 FA3268
 FA3268                          SUPERSEDED SURVEY CONTROL
 FA3268
 FA3268  NAD 83(1986)-  35 17 45.81250(N)    081 40 26.40628(W) AD(       ) 2
 FA3268  NAD 27      -  35 17 45.37433(N)    081 40 27.05881(W) AD(       ) 2
 FA3268  NAVD 88 (07/10/98)  265.857  (m)          872.23   (f) UNKNOWN     2 2
 FA3268  NGVD 29 (07/19/86)  265.9    (m)          872.     (f) VERT ANG    3  
 FA3268
 FA3268.Superseded values are not recommended for survey control.
 FA3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3268.See file dsdata.txt to determine how the superseded data were derived.
 FA3268
 FA3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3871806084(NAD 83)
 FA3268_MARKER: DE = TRAVERSE STATION DISK
 FA3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3268_STAMPING: BALDWINS 1972
 FA3268_MARK LOGO: NCGS  
 FA3268_PROJECTION: FLUSH
 FA3268_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3268+STABILITY: SURFACE MOTION
 FA3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3268+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1998
 FA3268
 FA3268  HISTORY     - Date     Condition        Report By
 FA3268  HISTORY     - 1972     MONUMENTED       NCGS
 FA3268  HISTORY     - 1979     GOOD             NC-045
 FA3268  HISTORY     - 19950109 POOR             USPSQD
 FA3268  HISTORY     - 19980804 GOOD             NCGS
 FA3268
 FA3268                          STATION DESCRIPTION
 FA3268
 FA3268'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3268'BALDWINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3268'THE VICINITY OF LATTIMORE, NORTH CAROLINA.
 FA3268'
 FA3268'BALDWINS IS LOCATED APPROXIMATELY 1.6 MILES S OF LATTIMORE, AND 7.5
 FA3268'MILES W OF SHELBY.  TO REACH STATION FROM US 74 BUSINESS AND US 74
 FA3268'BY PASS INTERSECTION, JUST NORTH OF MOORESBORO, PROCEED EAST ALONG
 FA3268'US 74 FOR 1.55 MILES TO STATION ON RIGHT.  0.15 MILE EAST OF
 FA3268'INTERSECTION WITH SR 1163, AND NEAR SMALL CLUMP OF BUSHES WITH
 FA3268'ONE TREE.
 FA3268'
 FA3268'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3268'BALDWINS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3268'WHICH IS FLUSH WITH THE GROUND.
 FA3268'
 FA3268'MARK IS
 FA3268'66.8 FEET S C/L OF US 74 EAST BOUND LANE.
 FA3268'90.1 FEET W OF ALUMINUM REF. TAG ON PP NO. 40.
 FA3268'164.3 FEET E OF ALUMINUM REF. TAG ON PP NO. 39.
 FA3268'30.0 FEET NW OF ALUMINUM REF. TAG ON A 36 INCH PEAR TREE.
 FA3268
 FA3268                          STATION RECOVERY (1979)
 FA3268
 FA3268'RECOVERY NOTE BY CLEVELAND COUNTY NORTH CAROLINA 1979 (HGP)
 FA3268'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3268
 FA3268                          STATION RECOVERY (1995)
 FA3268
 FA3268'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3268'MARK RECOVERED IN POOR CONDITION.
 FA3268
 FA3268                          STATION RECOVERY (1998)
 FA3268
 FA3268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA3268'THE AREA HAS BEEN CLEARED, IT IS NOW BUCHANONS MOBILE HOME PARK. THE
 FA3268'MARK IS PROJECTING ABOUT 6 INCHES AND LEANING CONSIDERABLY TO THE
 FA3268'WEST. STILL FIRM IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0081 ***********************************************************************
 FA0081  DESIGNATION -  BALES
 FA0081  PID         -  FA0081
 FA0081  STATE/COUNTY-  NC/DAVIDSON
 FA0081  USGS QUAD   -  HIGH POINT WEST (1993)
 FA0081
 FA0081                         *CURRENT SURVEY CONTROL
 FA0081  ___________________________________________________________________
 FA0081* NAD 83(2001)-  35 53 55.84753(N)    080 03 25.81125(W)     ADJUSTED  
 FA0081* NAVD 88     -       271.931  (meters)     892.16   (feet)  ADJUSTED  
 FA0081  ___________________________________________________________________
 FA0081  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 FA0081  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FA0081  DYNAMIC HT  -         271.693 (meters)     891.38  (feet)  COMP
 FA0081  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 FA0081
 FA0081  HORZ ORDER  -  SECOND
 FA0081  VERT ORDER  -  FIRST     CLASS I
 FA0081
 FA0081.The horizontal coordinates were established by classical geodetic methods
 FA0081.and adjusted by the National Geodetic Survey in August 2005.
 FA0081
 FA0081.The orthometric height was determined by differential leveling
 FA0081.and adjusted in June 1991.
 FA0081
 FA0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0081
 FA0081.The geoid height was determined by GEOID03.
 FA0081
 FA0081.The dynamic height is computed by dividing the NAVD 88
 FA0081.geopotential number by the normal gravity value computed on the
 FA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0081.degrees latitude (g = 980.6199 gals.).
 FA0081
 FA0081.The modeled gravity was interpolated from observed gravity values.
 FA0081
 FA0081;                    North         East     Units Scale Factor Converg.
 FA0081;SPC NC       -   238,885.672   514,169.204   MT  0.99993625   -0 36 36.6
 FA0081;SPC NC       -   783,744.08  1,686,903.46   sFT  0.99993625   -0 36 36.6
 FA0081;UTM  17      - 3,973,139.653   585,084.640   MT  0.99968920   +0 33 10.3
 FA0081
 FA0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0081!SPC NC       -   0.99996220  x   0.99993625  =   0.99989845
 FA0081!UTM  17      -   0.99996220  x   0.99968920  =   0.99965141
 FA0081
 FA0081:                Primary Azimuth Mark                     Grid Az
 FA0081:SPC NC       -  YARD                                     033 59 27.0
 FA0081:UTM  17      -  YARD                                     032 49 40.1
 FA0081
 FA0081|---------------------------------------------------------------------|
 FA0081| PID    Reference Object                     Distance      Geod. Az  |
 FA0081|                                                           dddmmss.s |
 FA0081| FA1673 YARD                                457.961 METERS 0332250.4 |
 FA0081| FA1642 PENNY                               369.748 METERS 18637     |
 FA0081|---------------------------------------------------------------------|
 FA0081
 FA0081                          SUPERSEDED SURVEY CONTROL
 FA0081
 FA0081  NAD 83(1986)-  35 53 55.85320(N)    080 03 25.81922(W) AD(       ) 2
 FA0081  NAD 27      -  35 53 55.35371(N)    080 03 26.67433(W) AD(       ) 2
 FA0081  NGVD 29 (??/??/92)  272.159  (m)          892.91   (f) ADJ UNCH    1 1
 FA0081
 FA0081.Superseded values are not recommended for survey control.
 FA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0081.See file dsdata.txt to determine how the superseded data were derived.
 FA0081
 FA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8508573140(NAD 83)
 FA0081_MARKER: DS = TRIANGULATION STATION DISK
 FA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0081_STAMPING: BALES 1963
 FA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0081+STABILITY: SURFACE MOTION
 FA0081
 FA0081  HISTORY     - Date     Condition        Report By
 FA0081  HISTORY     - 1963     MONUMENTED       NCGS
 FA0081  HISTORY     - 1967     GOOD             NGS
 FA0081
 FA0081                          STATION DESCRIPTION
 FA0081
 FA0081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA0081'BALES IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA0081'THOMASVILLE, NORTH CAROLINA.  STATION IS 1.8 MILES NE OF
 FA0081'THOMASVILLE, .5 MILES NE ALONG SR 1770 FROM UNITY ST. (SR
 FA0081'2051).  STATION IS .9 MILES S ALONG SR 1770 (ALBERTSON RD.)
 FA0081'FROM U.S. 29 AND 70 BYPASS, E OF SR 1770 AND ACROSS ROAD FROM
 FA0081'FARM OF JOE BALES JR.
 FA0081'
 FA0081'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0081'BALES 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0081'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA0081'
 FA0081'MARK IS
 FA0081'
 FA0081'2.7 FT E OF C/L OF SR 1770
 FA0081'
 FA0081'6.3 FT S OF 3 LEAD NAILS IN TP
 FA0081'
 FA0081'19.1 FT S OF 3 LEAD NAILS IN PP 29
 FA0081'
 FA0081'86.6 FT SW OF 3 LEAD NAILS IN TP ACROSS ROAD
 FA0081'
 FA0081'30.0 FT W OF RAILROAD
 FA0081'
 FA0081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0081
 FA0081                          STATION RECOVERY (1967)
 FA0081
 FA0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FA0081'1.8 MI NE FROM THOMASVILLE.
 FA0081'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0081'RAILROAD FROM THE STATION AT THOMASVILLE, 0.2 MILE SOUTHWEST
 FA0081'OF MILEPOST 304, 30 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 FA0081'THE TRACK, 27 FEET SOUTHEAST OF THE CENTERLINE OF SOUTH ROAD,
 FA0081'108 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTH CORNER OF
 FA0081'THE RESIDENCE OF MR. JOE W. BALES, 86 1/2 FEET SOUTH AND ACROSS
 FA0081'THE ROAD FROM A TELEPHONE POLE, 19 FEET SOUTHWEST OF TELEPHONE
 FA0081'POLE NUMBER 29, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 FA0081'ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 FA0081'OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2470 ***********************************************************************
 AH2470  DESIGNATION -  BALFOUR
 AH2470  PID         -  AH2470
 AH2470  STATE/COUNTY-  NC/HENDERSON
 AH2470  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2470
 AH2470                         *CURRENT SURVEY CONTROL
 AH2470  ___________________________________________________________________
 AH2470* NAD 83(2001)-  35 20 42.92078(N)    082 28 25.31616(W)     ADJUSTED  
 AH2470* NAVD 88     -       659.4    (meters)    2163.     (feet)  VERTCON   
 AH2470  ___________________________________________________________________
 AH2470  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 AH2470  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AH2470  HORZ ORDER  -  SECOND
 AH2470
 AH2470.The horizontal coordinates were established by classical geodetic methods
 AH2470.and adjusted by the National Geodetic Survey in August 2005.
 AH2470
 AH2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2470
 AH2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2470
 AH2470.The geoid height was determined by GEOID03.
 AH2470
 AH2470;                    North         East     Units Scale Factor Converg.
 AH2470;SPC NC       -   182,485.327   293,935.570   MT  0.99987392   -2 00 17.7
 AH2470;SPC NC       -   598,703.94    964,353.62   sFT  0.99987392   -2 00 17.7
 AH2470;UTM  17      - 3,912,328.140   366,084.904   MT  0.99982100   -0 51 09.6
 AH2470
 AH2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2470!SPC NC       -   0.99990129  x   0.99987392  =   0.99977522
 AH2470!UTM  17      -   0.99990129  x   0.99982100  =   0.99972231
 AH2470
 AH2470                          SUPERSEDED SURVEY CONTROL
 AH2470
 AH2470  NAD 83(1986)-  35 20 42.92675(N)    082 28 25.31583(W) AD(       ) 2
 AH2470  NGVD 29 (07/29/98)  659.5    (m)         2164.     (f) VERT ANG    3  
 AH2470
 AH2470.Superseded values are not recommended for survey control.
 AH2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2470.See file dsdata.txt to determine how the superseded data were derived.
 AH2470
 AH2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6608512328(NAD 83)
 AH2470_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2470_STAMPING: BALFOUR 1990
 AH2470_MARK LOGO: NCGS  
 AH2470_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2470+STABILITY: SURFACE MOTION
 AH2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2470+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH2470
 AH2470  HISTORY     - Date     Condition        Report By
 AH2470  HISTORY     - 1990     MONUMENTED       NCGS
 AH2470  HISTORY     - 20010417 SEE DESCRIPTION  NCGS
 AH2470
 AH2470                          STATION DESCRIPTION
 AH2470
 AH2470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC)
 AH2470'STATION IS LOCATED IN HENDERSONVILLE. ALONG US 25 FOR 1.4 MI (2.3 KM)
 AH2470'NORTH FROM NC 191, AT SR 1511 (BERKLEY ROAD), IN THE SOUTHEAST
 AH2470'QUADRANT. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE
 AH2470'GROUND. LOCATED 22.2 FT (6.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AH2470'THE HIGHWAY, 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR
 AH2470'1511--AND 72.0 FT (21.9 M) SOUTH-SOUTHWEST OF A UTILITY POLE, 84.4 FT
 AH2470'(25.7 M) NORTH-NORTHEAST OF ANOTHER UTILITY POLE--BOTH WITH REFERENCE
 AH2470'TAGS.
 AH2470
 AH2470                          STATION RECOVERY (2001)
 AH2470
 AH2470'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 AH2470'THE STATION WAS NOT FOUND AND IS BELEIVED DESTROYED BY ROAD
 AH2470'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6587 ***********************************************************************
 AH6587  DESIGNATION -  BALFOUR
 AH6587  PID         -  AH6587
 AH6587  STATE/COUNTY-  NC/RANDOLPH
 AH6587  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6587
 AH6587                         *CURRENT SURVEY CONTROL
 AH6587  ___________________________________________________________________
 AH6587* NAD 83(2001)-  35 53 57.52580(N)    079 57 29.17636(W)     ADJUSTED  
 AH6587* NAVD 88     -       246.1    (meters)     807.     (feet)  VERT ANG  
 AH6587  ___________________________________________________________________
 AH6587  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 AH6587  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AH6587  HORZ ORDER  -  SECOND
 AH6587
 AH6587.The horizontal coordinates were established by classical geodetic methods
 AH6587.and adjusted by the National Geodetic Survey in August 2005.
 AH6587
 AH6587.The orthometric height was determined by vertical angle observations.
 AH6587
 AH6587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6587
 AH6587.The geoid height was determined by GEOID03.
 AH6587
 AH6587;                    North         East     Units Scale Factor Converg.
 AH6587;SPC NC       -   238,846.620   523,112.153   MT  0.99993634   -0 33 10.8
 AH6587;SPC NC       -   783,615.95  1,716,243.79   sFT  0.99993634   -0 33 10.8
 AH6587;UTM  17      - 3,973,282.166   594,024.415   MT  0.99970893   +0 36 39.5
 AH6587
 AH6587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6587!SPC NC       -   0.99996620  x   0.99993634  =   0.99990254
 AH6587!UTM  17      -   0.99996620  x   0.99970893  =   0.99967514
 AH6587
 AH6587                          SUPERSEDED SURVEY CONTROL
 AH6587
 AH6587  NAD 83(1986)-  35 53 57.53053(N)    079 57 29.18466(W) AD(       ) 2
 AH6587
 AH6587.Superseded values are not recommended for survey control.
 AH6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6587.See file dsdata.txt to determine how the superseded data were derived.
 AH6587
 AH6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9402473282(NAD 83)
 AH6587_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6587_STAMPING: BALFOUR 1987
 AH6587_MARK LOGO: NCGS  
 AH6587_PROJECTION: FLUSH
 AH6587_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6587+STABILITY: SURFACE MOTION
 AH6587
 AH6587  HISTORY     - Date     Condition        Report By
 AH6587  HISTORY     - 1987     MONUMENTED       NCGS
 AH6587
 AH6587                          STATION DESCRIPTION
 AH6587
 AH6587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6587'STATION IS LOCATED IN ARCHDALE. ALONG I-85 FOR 0.4 MI (0.6 KM)
 AH6587'SOUTHWEST FROM THE NC 311 OVERPASS, OR 0.5 MI (0.8 KM) NORTHEAST OF
 AH6587'THE SR 1577 (ARCHDALE ROAD) UNDERPASS, ON A 5-FOOT CUT. MARK IS 5-FEET
 AH6587'HIGHER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 103.0 FT (31.4 M)
 AH6587'SOUTH-SOUTHEAST OF THE CENTERLINE OF NORTH BOUND LANE, 44.3 FT (13.5
 AH6587'M) NORTH-NORTHWEST OF RIGHT-OF-WAY FENCE, 138.5 FT (42.2 M) SOUTHWEST
 AH6587'OF CENTER TOP OF METAL DRAIN COVER, 91.7 FT (28.0 M) SOUTHEAST OF
 AH6587'STATION 480+00 IN NORTH BOUND LANE, AND 110.7 FT (33.7 M) SOUTH OF
 AH6587'STATION 481 IN NORTH BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0321 ***********************************************************************
 FZ0321  DESIGNATION -  BALL
 FZ0321  PID         -  FZ0321
 FZ0321  STATE/COUNTY-  NC/FORSYTH
 FZ0321  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0321
 FZ0321                         *CURRENT SURVEY CONTROL
 FZ0321  ___________________________________________________________________
 FZ0321* NAD 83(2007)-  36 02 16.69290(N)    080 03 01.79455(W)     ADJUSTED  
 FZ0321* NAVD 88     -       289.809  (meters)     950.82   (feet)  ADJUSTED  
 FZ0321  ___________________________________________________________________
 FZ0321  EPOCH DATE  -        2002.00
 FZ0321  X           -     892,189.945 (meters)                     COMP
 FZ0321  Y           -  -5,086,069.526 (meters)                     COMP
 FZ0321  Z           -   3,731,751.171 (meters)                     COMP
 FZ0321  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 FZ0321  ELLIP HEIGHT-         258.026 (meters)          (02/10/07) ADJUSTED
 FZ0321  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FZ0321  DYNAMIC HT  -         289.551 (meters)     949.97  (feet)  COMP
 FZ0321
 FZ0321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ0321  Type    PID    Designation                      North   East  Ellip
 FZ0321  -------------------------------------------------------------------
 FZ0321  NETWORK FZ0321 BALL                              0.55   0.49   1.20
 FZ0321  -------------------------------------------------------------------
 FZ0321  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 FZ0321
 FZ0321  VERT ORDER  -  SECOND    CLASS 0
 FZ0321
 FZ0321.The horizontal coordinates were established by GPS observations
 FZ0321.and adjusted by the National Geodetic Survey in February 2007.
 FZ0321
 FZ0321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ0321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ0321.The horizontal coordinates are valid at the epoch date displayed above.
 FZ0321.The epoch date for horizontal control is a decimal equivalence
 FZ0321.of Year/Month/Day.
 FZ0321
 FZ0321.The orthometric height was determined by differential leveling
 FZ0321.and adjusted in June 1991.
 FZ0321
 FZ0321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ0321
 FZ0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0321
 FZ0321.The ellipsoidal height was determined by GPS observations
 FZ0321.and is referenced to NAD 83.
 FZ0321
 FZ0321.The geoid height was determined by GEOID03.
 FZ0321
 FZ0321.The dynamic height is computed by dividing the NAVD 88
 FZ0321.geopotential number by the normal gravity value computed on the
 FZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0321.degrees latitude (g = 980.6199 gals.).
 FZ0321
 FZ0321.The modeled gravity was interpolated from observed gravity values.
 FZ0321
 FZ0321;                    North         East     Units Scale Factor Converg.
 FZ0321;SPC NC       -   254,314.604   514,934.754   MT  0.99996662   -0 36 22.7
 FZ0321;SPC NC       -   834,363.83  1,689,415.11   sFT  0.99996662   -0 36 22.7
 FZ0321;UTM  17      - 3,988,576.919   585,536.488   MT  0.99969015   +0 33 31.1
 FZ0321
 FZ0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0321!SPC NC       -   0.99995950  x   0.99996662  =   0.99992613
 FZ0321!UTM  17      -   0.99995950  x   0.99969015  =   0.99964967
 FZ0321
 FZ0321:                Primary Azimuth Mark                     Grid Az
 FZ0321:SPC NC       -  MOOR                                     220 10 39.4
 FZ0321:UTM  17      -  MOOR                                     219 00 45.6
 FZ0321
 FZ0321|---------------------------------------------------------------------|
 FZ0321| PID    Reference Object                     Distance      Geod. Az  |
 FZ0321|                                                           dddmmss.s |
 FZ0321| FZ0322 MOOR                                455.881 METERS 2193416.7 |
 FZ0321| FZ1457 TOBY                                259.814 METERS 35619     |
 FZ0321|---------------------------------------------------------------------|
 FZ0321
 FZ0321                          SUPERSEDED SURVEY CONTROL
 FZ0321
 FZ0321  NAD 83(2001)-  36 02 16.69295(N)    080 03 01.79448(W) AD(       ) 1
 FZ0321  ELLIP H (03/13/03)  258.028  (m)                       GP(       ) 4 2
 FZ0321  NAD 83(1986)-  36 02 16.69905(N)    080 03 01.80258(W) AD(       ) 1
 FZ0321  NAD 83(1993)-  36 02 16.70064(N)    080 03 01.80729(W) AD(       ) 2
 FZ0321  NAD 83(1986)-  36 02 16.70063(N)    080 03 01.80696(W) AD(       ) 2
 FZ0321  NAD 27      -  36 02 16.20701(N)    080 03 02.65570(W) AD(       ) 2
 FZ0321  NAVD 88 (12/15/98)  289.81   (m)          950.8    (f) LEVELING    3  
 FZ0321  NGVD 29 (??/??/92)  290.023  (m)          951.52   (f) ADJ UNCH    2 0
 FZ0321
 FZ0321.Superseded values are not recommended for survey control.
 FZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0321.See file dsdata.txt to determine how the superseded data were derived.
 FZ0321
 FZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8553688577(NAD 83)
 FZ0321_MARKER: DE = TRAVERSE STATION DISK
 FZ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0321_STAMPING: BALL 1968
 FZ0321_MARK LOGO: NCGS  
 FZ0321_PROJECTION: FLUSH
 FZ0321_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0321+STABILITY: SURFACE MOTION
 FZ0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0321+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 FZ0321
 FZ0321  HISTORY     - Date     Condition        Report By
 FZ0321  HISTORY     - 1968     MONUMENTED       NCGS
 FZ0321  HISTORY     - 1972     GOOD             NCGS
 FZ0321  HISTORY     - 1990     GOOD             USPSQD
 FZ0321  HISTORY     - 19940428 GOOD             NCGS
 FZ0321
 FZ0321                          STATION DESCRIPTION
 FZ0321
 FZ0321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ0321'BALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0321'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ0321'
 FZ0321'BALL IS LOCATED APPROXIMATELY 5.8 MILES SSE OF KERNERSVILLE.  TO
 FZ0321'REACH STATION PROCEED FROM THE INTERSECTION OF NC 66 AND U.S.
 FZ0321'311, GO NORTH ON U.S. 311 FOR 1.5 MILES TO STATION.  WHICH IS ON
 FZ0321'THE EAST SIDE OF NC 66, ON APPROXIMATE PROPERTY LINE BETWEEN
 FZ0321'THE RESIDENCES OF R. C. BARGER AND R. H. BALL, AND CENTER OF A
 FZ0321'VERY PROMINENT CURVE.
 FZ0321'
 FZ0321'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0321'BALL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0321'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0321'
 FZ0321'MARK IS
 FZ0321'
 FZ0321'59.5 FT ESE OF C/L OF NC 66
 FZ0321'
 FZ0321'33.9 FT ESE OF 4X4 POST WITH HIGHWAY INTERSECTION SIGN, AND
 FZ0321'WITH ALUMINUM REF. TAG
 FZ0321'
 FZ0321'44.6 FT SE OF SW CORNER OF ONE STORY BRICK HOUSE (R.H. BALL
 FZ0321'RESIDENCE)
 FZ0321'
 FZ0321'28.5 FT N OF NW CORNER OF ONE STORY BRICK HOUSE, (R.C. BARGER
 FZ0321'RESIDENCE)
 FZ0321'
 FZ0321'35.2 FT NNE OF CENTER CONCRETE WELL COVER IN FRONT OF BARGER
 FZ0321'RESIDENCE
 FZ0321'
 FZ0321'106.4 FT NE OF PP ON E SIDE OF NC 66, AND WITH ALUMINUM REF. TAG
 FZ0321
 FZ0321                          STATION RECOVERY (1972)
 FZ0321
 FZ0321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0321'5.8 MI S FROM KERNERSVILLE.
 FZ0321'TO REACH STATION FROM THE INTERSECTION OF U.S. 311 AND NC 66 IN
 FZ0321'COMMUNITY OF HORNEYTOWN, PROCEED NORTHERLY ALONG NC 66 FOR 01.35
 FZ0321'MILE TO STATION ON THE RIGHT, ON THE APPROXIMATE PROPERTY LINE
 FZ0321'BETWEEN THE RESIDENCE OF R.C. BARGER AND R.H. BALL, 0.10 MILE SOUTH
 FZ0321'OF SR 2614, 59.5 FEET ESE OF C/L OF NC 66, 44.6 FEET SE OF SW CORNER
 FZ0321'OF R.H. BALLS HOUSE, 01.0 FEET NORTH OF METAL FENCE, 28.5 FEET
 FZ0321'NORTH OF NW CORNER OF R.C. BARGERS HOUSE, 35.2 FEET NNE OF CENTER
 FZ0321'OF CONCRETE WELL COVER IN BARGERS YARD, 106.4 FEET NE OF PP J28
 FZ0321'WITH ALUMINUM REF. TAG, AND 33.9 FEET ESE OF INTERSECTION SIGN POST
 FZ0321'WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH WITH THE GROUND.
 FZ0321
 FZ0321                          STATION RECOVERY (1990)
 FZ0321
 FZ0321'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FZ0321'RECOVERED IN GOOD CONDITION.
 FZ0321
 FZ0321                          STATION RECOVERY (1994)
 FZ0321
 FZ0321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ0321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1052 ***********************************************************************
 EZ1052  DESIGNATION -  BALL
 EZ1052  PID         -  EZ1052
 EZ1052  STATE/COUNTY-  NC/WAKE
 EZ1052  USGS QUAD   -  APEX (1993)
 EZ1052
 EZ1052                         *CURRENT SURVEY CONTROL
 EZ1052  ___________________________________________________________________
 EZ1052* NAD 83(2001)-  35 38 59.59132(N)    078 50 01.70629(W)     ADJUSTED  
 EZ1052* NAVD 88     -       137.311  (meters)     450.49   (feet)  ADJUSTED  
 EZ1052  ___________________________________________________________________
 EZ1052  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 EZ1052  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 EZ1052  DYNAMIC HT  -         137.191 (meters)     450.10  (feet)  COMP
 EZ1052  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 EZ1052
 EZ1052  HORZ ORDER  -  SECOND
 EZ1052  VERT ORDER  -  SECOND    CLASS 0
 EZ1052
 EZ1052.The horizontal coordinates were established by classical geodetic methods
 EZ1052.and adjusted by the National Geodetic Survey in August 2005.
 EZ1052
 EZ1052.The orthometric height was determined by differential leveling
 EZ1052.and adjusted in June 1991.
 EZ1052
 EZ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1052
 EZ1052.The geoid height was determined by GEOID03.
 EZ1052
 EZ1052.The dynamic height is computed by dividing the NAVD 88
 EZ1052.geopotential number by the normal gravity value computed on the
 EZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1052.degrees latitude (g = 980.6199 gals.).
 EZ1052
 EZ1052.The modeled gravity was interpolated from observed gravity values.
 EZ1052
 EZ1052;                    North         East     Units Scale Factor Converg.
 EZ1052;SPC NC       -   210,769.148   624,650.157   MT  0.99989666   +0 05 45.3
 EZ1052;SPC NC       -   691,498.45  2,049,373.06   sFT  0.99989666   +0 05 45.3
 EZ1052;UTM  17      - 3,947,278.124   696,108.207   MT  1.00007394   +1 15 46.5
 EZ1052
 EZ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1052!SPC NC       -   0.99998354  x   0.99989666  =   0.99988020
 EZ1052!UTM  17      -   0.99998354  x   1.00007394  =   1.00005748
 EZ1052
 EZ1052|---------------------------------------------------------------------|
 EZ1052| PID    Reference Object                     Distance      Geod. Az  |
 EZ1052|                                                           dddmmss.s |
 EZ1052| EZ1053 CENTER                              159.611 METERS 01037     |
 EZ1052| EZ1051 HICKORY                             496.264 METERS 1760626.1 |
 EZ1052|---------------------------------------------------------------------|
 EZ1052
 EZ1052                          SUPERSEDED SURVEY CONTROL
 EZ1052
 EZ1052  NAD 83(1986)-  35 38 59.59561(N)    078 50 01.71672(W) AD(       ) 2
 EZ1052  NAD 83(1986)-  35 38 59.59236(N)    078 50 01.71850(W) AD(       ) 2
 EZ1052  NAD 27      -  35 38 59.04073(N)    078 50 02.67896(W) AD(       ) 2
 EZ1052  NAVD 88 (08/09/00)  137.31   (m)          450.5    (f) LEVELING    3  
 EZ1052  NGVD 29 (??/??/92)  137.570  (m)          451.34   (f) ADJ UNCH    2 0
 EZ1052
 EZ1052.Superseded values are not recommended for survey control.
 EZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1052.See file dsdata.txt to determine how the superseded data were derived.
 EZ1052
 EZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9610847278(NAD 83)
 EZ1052_MARKER: DE = TRAVERSE STATION DISK
 EZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1052_STAMPING: BALL 1967
 EZ1052_MARK LOGO: NCGS  
 EZ1052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1052+STABILITY: SURFACE MOTION
 EZ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1052+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ1052
 EZ1052  HISTORY     - Date     Condition        Report By
 EZ1052  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1052  HISTORY     - 1973     GOOD             NCGS
 EZ1052  HISTORY     - 19950816 GOOD             NCGS
 EZ1052  HISTORY     - 20000621 GOOD             NCGS
 EZ1052  HISTORY     - 20051020 GOOD             USPSQD
 EZ1052  HISTORY     - 20080812 MARK NOT FOUND   GEOCAC
 EZ1052
 EZ1052                          STATION DESCRIPTION
 EZ1052
 EZ1052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1052'BALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1052'IN THE VICINITY OF APEX, NORTH CAROLINA.
 EZ1052'
 EZ1052'BALL IS LOCATED APPROXIMATELY IN THE CENTER OF HOLLY
 EZ1052'SPRINGS.  STATION IS IN THE NORTHWEST QUADRANT FORMED BY THE
 EZ1052'INTERSECTION OF BALLENTINE ST. WITH S. MAIN ST. (NC 55), IN
 EZ1052'THE SOUTH SIDE OF YARD OF FURNITURE STORE, ACROSS BALLENTINE
 EZ1052'ST. FROM ESSO SERVICE STATION.
 EZ1052'
 EZ1052'STATION MARK IS A N. C. BRASS TRAVERSE DISK, STAMPED BALL
 EZ1052'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ1052'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1052'
 EZ1052'MARK IS
 EZ1052'
 EZ1052'43.6 FT W OF C/L OF NC 55 (S. MAIN ST.)
 EZ1052'
 EZ1052'22.5 FT N OF C/L OF BALLENTINE ST.
 EZ1052'
 EZ1052'5.3 FT NE OF W END OF CURB ON N SIDE OF BALLENTINE ST.
 EZ1052'
 EZ1052'22.4 FT SW OF TP WITH ALUMINUM REF. TAG ON W SIDE OF S. MAIN ST.
 EZ1052'
 EZ1052'3.0 FT E OF PP WITH ALUMINUM REF. TAG ON N SIDE OF BALLENTINE ST.
 EZ1052'
 EZ1052'39.5 FT NE OF 4X4 POST WITH STOP SIGN ON S SIDE OF BALLENTINE
 EZ1052'ST., AND WITH ALUMINUM REF. TAG
 EZ1052
 EZ1052                          STATION RECOVERY (1973)
 EZ1052
 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1052'IN HOLLY SPRINGS.
 EZ1052'BALL IS LOCATED APPROXIMATELY IN CENTER OF HOLLY SPRINGS, ABOUT
 EZ1052'MIDWAY BETWEEN APEX AND FUQUAY-VARINA.  STATION IS IN THE NW
 EZ1052'QUADRANT OF INTERSECTION OF SOUTH MAIN STREET (NC 55) AND
 EZ1052'BALLENTINE STREET, IN SOUTH YARD OF A FURNITURE STORE, AND ACROSS
 EZ1052'STREET FROM AN EXXON STATION, 43.6 FT W OF C/L OF SOUTH MAIN
 EZ1052'STREET, 22.5 FT N OF C/L OF BALLENTINE STREET, 5.3 FT NE OF W END
 EZ1052'OF N CURB OF BALLENTINE STREET, 3.0 FT E OF PP W/ALUMINUM REF.
 EZ1052'TAG, 22.4 FT SW OF TP W/ALUMINUM REF. TAG, AND 43.7 FT N OF
 EZ1052'4 X 4 STOP SIGN POST W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ1052'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1052
 EZ1052                          STATION RECOVERY (1995)
 EZ1052
 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EZ1052'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE.  MARK IS IN THE
 EZ1052'SOUTH YARD OF TOWN HALL (128 SOUTH MAIN STREET) ACROSS BALLENTINE
 EZ1052'STREET FROM A VACANT SERVICE STATION.  ABOUT LEVEL WITH MAIN STREET.
 EZ1052
 EZ1052                          STATION RECOVERY (2000)
 EZ1052
 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EZ1052'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE.  MARK IS IN THE
 EZ1052'SOUTH YARD OF TOWN HALL (128 SOUTH MAIN STREET) ACROSS BALLENTINE
 EZ1052'STREET FROM A VACANT SERVICE STATION.  ABOUT LEVEL WITH MAIN STREET.
 EZ1052
 EZ1052                          STATION RECOVERY (2005)
 EZ1052
 EZ1052'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1052'RECOVERED IN GOOD CONDITION.
 EZ1052
 EZ1052                          STATION RECOVERY (2008)
 EZ1052
 EZ1052'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1052'A NEW TOWN HALL HAS BEEN CONSTRUCTED AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0878 ***********************************************************************
 EZ0878  DESIGNATION -  BALL
 EZ0878  PID         -  EZ0878
 EZ0878  STATE/COUNTY-  NC/WAKE
 EZ0878  USGS QUAD   -  BAYLEAF (1987)
 EZ0878
 EZ0878                         *CURRENT SURVEY CONTROL
 EZ0878  ___________________________________________________________________
 EZ0878* NAD 83(2001)-  35 59 20.30604(N)    078 41 52.55162(W)     ADJUSTED  
 EZ0878* NAVD 88     -       130.586  (meters)     428.43   (feet)  ADJUSTED  
 EZ0878  ___________________________________________________________________
 EZ0878  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 EZ0878  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 EZ0878  DYNAMIC HT  -         130.477 (meters)     428.07  (feet)  COMP
 EZ0878  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 EZ0878
 EZ0878  HORZ ORDER  -  SECOND
 EZ0878  VERT ORDER  -  SECOND    CLASS 0
 EZ0878
 EZ0878.The horizontal coordinates were established by classical geodetic methods
 EZ0878.and adjusted by the National Geodetic Survey in August 2005.
 EZ0878
 EZ0878.The orthometric height was determined by differential leveling
 EZ0878.and adjusted in June 1991.
 EZ0878
 EZ0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0878
 EZ0878.The geoid height was determined by GEOID03.
 EZ0878
 EZ0878.The dynamic height is computed by dividing the NAVD 88
 EZ0878.geopotential number by the normal gravity value computed on the
 EZ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0878.degrees latitude (g = 980.6199 gals.).
 EZ0878
 EZ0878.The modeled gravity was interpolated from observed gravity values.
 EZ0878
 EZ0878;                    North         East     Units Scale Factor Converg.
 EZ0878;SPC NC       -   248,418.764   636,839.404   MT  0.99995525   +0 10 27.6
 EZ0878;SPC NC       -   815,020.56  2,089,363.94   sFT  0.99995525   +0 10 27.6
 EZ0878;UTM  17      - 3,985,176.134   707,526.309   MT  1.00013070   +1 21 11.7
 EZ0878
 EZ0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0878!SPC NC       -   0.99998455  x   0.99995525  =   0.99993980
 EZ0878!UTM  17      -   0.99998455  x   1.00013070  =   1.00011525
 EZ0878
 EZ0878:                Primary Azimuth Mark                     Grid Az
 EZ0878:SPC NC       -  MILL                                     092 40 04.3
 EZ0878:UTM  17      -  MILL                                     091 29 20.2
 EZ0878
 EZ0878|---------------------------------------------------------------------|
 EZ0878| PID    Reference Object                     Distance      Geod. Az  |
 EZ0878|                                                           dddmmss.s |
 EZ0878| EZ0877 MILL                                440.059 METERS 0925031.9 |
 EZ0878| EZ0879 HILLEON                             APPROX. 1.1 KM 2412017.2 |
 EZ0878|---------------------------------------------------------------------|
 EZ0878
 EZ0878                          SUPERSEDED SURVEY CONTROL
 EZ0878
 EZ0878  NAD 83(1986)-  35 59 20.31184(N)    078 41 52.56695(W) AD(       ) 2
 EZ0878  NAD 27      -  35 59 19.78533(N)    078 41 53.54667(W) AD(       ) 2
 EZ0878  NGVD 29 (??/??/92)  130.823  (m)          429.21   (f) ADJ UNCH    2 0
 EZ0878
 EZ0878.Superseded values are not recommended for survey control.
 EZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0878.See file dsdata.txt to determine how the superseded data were derived.
 EZ0878
 EZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0752685176(NAD 83)
 EZ0878_STAMPING: BALL 1971
 EZ0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0878
 EZ0878  HISTORY     - Date     Condition        Report By
 EZ0878  HISTORY     - 1971     FIRST OBSERVED   NCGS
 EZ0878  HISTORY     - 1972     GOOD             NCGS
 EZ0878  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0878  HISTORY     - 1987     GOOD             USPSQD
 EZ0878  HISTORY     - 20050518 MARK NOT FOUND   GEOCAC
 EZ0878
 EZ0878                          STATION DESCRIPTION
 EZ0878
 EZ0878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ0878'BALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0878'VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0878'
 EZ0878'BALL IS LOCATED APPROXIMATELY 14.7 MILES NORTH OF RALEIGH AND 1.8
 EZ0878'MILES SSW OF NEUSE RIVER BRIDGE ON NC 50.  TO REACH STATION PROCEED
 EZ0878'FROM THE INTERSECTION OF NC 98 AND SR 1831.  GO WEST ALONG NC 98
 EZ0878'FOR 0.1 MILE TO STATION ON RIGHT (N. SIDE OF NC 98) ON TOP OF BANK
 EZ0878'AT SOUTH EDGE OF A BALL FIELD.  APPROXIMATELY 350 FEET NORTHWEST
 EZ0878'OF WAKEMINSTER BAPTIST CHURCH.  AND 0.65 MILE WEST OF
 EZ0878'INTERSECTION OF NC 98 AND NC 50.
 EZ0878'
 EZ0878'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BALL
 EZ0878'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0878'FLUSH WITH THE GROUND.
 EZ0878'
 EZ0878'MARK IS
 EZ0878'42.8 FEET N OF C/L OF NC 98.
 EZ0878'137.8 FEET W OF ALUMINUM REF. TAG ON PP W/PHONE JUNCTION BOX NO.
 EZ0878'10.  125.3 FEET SW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE.
 EZ0878'211.1 FEET E OF ALUMINUM REF. TAG ON PP.
 EZ0878
 EZ0878                          STATION RECOVERY (1972)
 EZ0878
 EZ0878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0878'14.7 MI N FROM RALEIGH.
 EZ0878'STATION IS 1.8 MILES SSW OF NEUSE RIVER BRIDGE ON NC 50, FROM
 EZ0878'INTERSECTION OF NC 98 AND SR 1831 GO W ALONG NC 98 FOR 0.1 MILE
 EZ0878'TO STATION ON RIGHT (N SIDE OF NC 98) ON TOP OF BANK AT S EDGE OF
 EZ0878'BALL FIELD, APPROX. 350 FEET NW OF WAKEMINSTER BAPTIST CHURCH
 EZ0878'AND 0.65 MILE W OF INTERSECTION OF NC 98 AND NC 50, 42.8 FT N
 EZ0878'OF C/L OF NC 98, 137.8 FT W OF ALUM. REF. TAG ON 10 INCH PINE AND
 EZ0878'211.1 FT E OF ALUM. REF. TAG ON PP.  STATION IS FLUSH WITH THE
 EZ0878'GROUND.
 EZ0878
 EZ0878                          STATION RECOVERY (1985)
 EZ0878
 EZ0878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0878'MARK WAS SEARCHED FOR BUT NOT FOUND. ALL REFERENCES INCLUDING THE BALL
 EZ0878'FIELD ARE GONE.  NC 98 HAS BEEN WIDENED AND THE BANKS REWORKED. MARK
 EZ0878'IS PROBABLY LOST.
 EZ0878
 EZ0878                          STATION RECOVERY (1987)
 EZ0878
 EZ0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0878'RECOVERED IN GOOD CONDITION.
 EZ0878
 EZ0878                          STATION RECOVERY (2005)
 EZ0878
 EZ0878'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0878'SEARCHED WITHOUT SUCCESS IN A WIDE AREA 125 FEET WEST OF STATION
 EZ0878'DARNELL 1985 . ROAD HAS BEEN WIDENED, WITH EXTENSIVE SHOULDER
 EZ0878'RE-GRADING. MARK WAS IN AFFECTED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3066 ***********************************************************************
 FB3066  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3066  FBN         -  This is a Federal Base Network Control Station.
 FB3066  DESIGNATION -  BALL
 FB3066  PID         -  FB3066
 FB3066  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3066  USGS QUAD   -  PISGAH FOREST (1978)
 FB3066
 FB3066                         *CURRENT SURVEY CONTROL
 FB3066  ___________________________________________________________________
 FB3066* NAD 83(2007)-  35 15 28.43339(N)    082 42 22.28624(W)     ADJUSTED  
 FB3066* NAVD 88     -       643.22   (meters)    2110.3    (feet)  GPS OBS   
 FB3066  ___________________________________________________________________
 FB3066  EPOCH DATE  -        2002.00
 FB3066  X           -     662,014.950 (meters)                     COMP
 FB3066  Y           -  -5,172,269.156 (meters)                     COMP
 FB3066  Z           -   3,661,621.451 (meters)                     COMP
 FB3066  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 FB3066  ELLIP HEIGHT-         613.233 (meters)          (02/10/07) ADJUSTED
 FB3066  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 FB3066
 FB3066  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3066  Type    PID    Designation                      North   East  Ellip
 FB3066  -------------------------------------------------------------------
 FB3066  NETWORK FB3066 BALL                              0.25   0.22   0.45
 FB3066  -------------------------------------------------------------------
 FB3066
 FB3066.The horizontal coordinates were established by GPS observations
 FB3066.and adjusted by the National Geodetic Survey in February 2007.
 FB3066
 FB3066.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3066.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3066.The horizontal coordinates are valid at the epoch date displayed above.
 FB3066.The epoch date for horizontal control is a decimal equivalence
 FB3066.of Year/Month/Day.
 FB3066
 FB3066.The orthometric height was determined by GPS observations and a
 FB3066.high-resolution geoid model.
 FB3066.The orthometric height was determined by GPS observations and a
 FB3066.high-resolution geoid model using precise GPS observation and
 FB3066.processing techniques. It supersedes the leveled height previously
 FB3066.determined for this station.
 FB3066
 FB3066.Photographs are available for this station.
 FB3066
 FB3066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3066
 FB3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3066
 FB3066.The ellipsoidal height was determined by GPS observations
 FB3066.and is referenced to NAD 83.
 FB3066
 FB3066.The geoid height was determined by GEOID03.
 FB3066
 FB3066;                    North         East     Units Scale Factor Converg.
 FB3066;SPC NC       -   173,565.345   272,456.133   MT  0.99987260   -2 08 20.8
 FB3066;SPC NC       -   569,438.97    893,883.16   sFT  0.99987260   -2 08 20.8
 FB3066;UTM  17      - 3,902,977.861   344,789.640   MT  0.99989689   -0 59 06.4
 FB3066
 FB3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3066!SPC NC       -   0.99990375  x   0.99987260  =   0.99977637
 FB3066!UTM  17      -   0.99990375  x   0.99989689  =   0.99980065
 FB3066
 FB3066:                Primary Azimuth Mark                     Grid Az
 FB3066:SPC NC       -  BATSON                                   200 45 22.0
 FB3066:UTM  17      -  BATSON                                   199 36 07.6
 FB3066
 FB3066|---------------------------------------------------------------------|
 FB3066| PID    Reference Object                     Distance      Geod. Az  |
 FB3066|                                                           dddmmss.s |
 FB3066| FB3117 BATSON                              APPROX. 4.0 KM 1983701.2 |
 FB3066|---------------------------------------------------------------------|
 FB3066
 FB3066                          SUPERSEDED SURVEY CONTROL
 FB3066
 FB3066  NAD 83(2001)-  35 15 28.43298(N)    082 42 22.28665(W) AD(       ) A
 FB3066  ELLIP H (09/24/02)  613.264  (m)                       GP(       ) 4 1
 FB3066  NAD 83(1995)-  35 15 28.43341(N)    082 42 22.28612(W) AD(       ) B
 FB3066  ELLIP H (09/11/96)  613.239  (m)                       GP(       ) 4 1
 FB3066  NAD 83(1986)-  35 15 28.43921(N)    082 42 22.28441(W) AD(       ) 2
 FB3066  NAD 83(1986)-  35 15 28.43921(N)    082 42 22.28441(W) AD(       ) 1
 FB3066  NAD 83(1986)-  35 15 28.43672(N)    082 42 22.28097(W) AD(       ) 2
 FB3066  NAD 27      -  35 15 28.02537(N)    082 42 22.83057(W) AD(       ) 2
 FB3066  NAVD 88 (10/31/05)  643.194  (m)         2110.21   (f) ADJUSTED    2 2
 FB3066  NGVD 29 (11/15/93)  643.2    (m)         2110.     (f) GPS OBS     3  
 FB3066
 FB3066.Superseded values are not recommended for survey control.
 FB3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3066.See file dsdata.txt to determine how the superseded data were derived.
 FB3066
 FB3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4479002978(NAD 83)
 FB3066_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3066_SP_SET: CONCRETE POST
 FB3066_STAMPING: BALL 1975
 FB3066_MARK LOGO: NCGS  
 FB3066_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3066+STABILITY: SURFACE MOTION
 FB3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3066+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2008
 FB3066
 FB3066  HISTORY     - Date     Condition        Report By
 FB3066  HISTORY     - 1975     MONUMENTED       NCGS
 FB3066  HISTORY     - 1975     GOOD             NCGS
 FB3066  HISTORY     - 19900313 GOOD             NCGS
 FB3066  HISTORY     - 19950131 GOOD             NCGS
 FB3066  HISTORY     - 20000310 GOOD             SCGS
 FB3066  HISTORY     - 20000410 GOOD             NCGS
 FB3066  HISTORY     - 20000822 GOOD             SCGS
 FB3066  HISTORY     - 20010111 GOOD             NCGS
 FB3066  HISTORY     - 20030611 GOOD             NCGS
 FB3066  HISTORY     - 20031201 GOOD             PSOMAS
 FB3066  HISTORY     - 20080321 GOOD             RICCRO
 FB3066
 FB3066                          STATION DESCRIPTION
 FB3066
 FB3066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3066'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE WEST-NORTHWEST OF PISGAH
 FB3066'FOREST AND 2.2 MILES NORTHEAST OF BREVARD.
 FB3066'
 FB3066'TO REACH STATION FROM THE INTERSECTION OF THE US 276, US 64 AND NC 280
 FB3066'NORTHEAST OF BREVARD, PROCEED SOUTHWESTERLY ALONG US 64-US 276 FOR 0.1
 FB3066'MILE TO INTERSECTION WITH SR 1512, CONTINUE SOUTH ALONG SR 1512 FOR
 FB3066'1.0 MILE TO PISGAH ELEMENTARY SCHOOL ON RIGHT AND STATION
 FB3066'APPROXIMATELY 400 FEET WEST OF SCHOOL BUILDING, ADJACENT TO
 FB3066'SOUTHWESTERNMOST BASEBALL BACKSTOP, BEING THE SECOND BALL FIELD FROM
 FB3066'SR 1512 AND SECOND BALL FIELD FROM SCHOOL BUILDING AND APPROXIMATELY
 FB3066'125 FEET WEST-NORTHWEST OF THE CONCESSION AND UPPER BOOTH BUILDING.
 FB3066'
 FB3066'STATION MARK IS A STANDARD DISK, STAMPED---BALL 1975---, SET IN THE
 FB3066'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB3066'SURFACE.  MARK IS 104.0 FEET WEST-NORTHWEST OF LIGHT POLE FOR NIGHT
 FB3066'GAMES WITH REFERENCE TAG, 18.5 FEET WEST OF EAST END OF CHAIN LINK
 FB3066'FENCE AROUND BALL FIELD, 108.4 FEET SOUTH OF SOUTHEAST CORNER OF
 FB3066'CINDER BLOCK BASEBALL DUGOUT AND 55.4 FEET EAST-SOUTHEAST OF
 FB3066'WESTERNMOST END OF BASEBALL BACKSTOP.
 FB3066
 FB3066                          STATION RECOVERY (1975)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FB3066'RECOVERED IN GOOD CONDITION.
 FB3066
 FB3066                          STATION RECOVERY (1990)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB3066'STATION IS LOCATED IN PISGAH FOREST AT THE TRANSYLVANIA COUNTY LITTLE
 FB3066'LEAGUE ATHLETIC FIELD.
 FB3066'PROCEED ALONG US 64 FOR 0.15 MI (0.24 KM) SOUTHWEST FROM US 276 (AT
 FB3066'PISGAH FOREST) TO SR 1512 (ECUSTA ROAD), THENCE SOUTH ALONG SR 1512
 FB3066'FOR 0.85 MI (1.37 KM) TO ATHLETIC FIELD ENTRANCE ROAD, THENCE SOUTH
 FB3066'ALONG ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO CONCESSION STAND AND
 FB3066'STATION 155 FEET SOUTH.
 FB3066'MARK IS RECESSED 4 INCHES BELOW THE GROUND. LOCATED 47.3 M (155.2 FT)
 FB3066'SOUTH OF THE SOUTHEAST CORNER OF A BLOCK AND FRAME CONCESSION
 FB3066'BUILDING, 2.18 M (7.15 FT) SOUTH OF THE SOUTHMOST OUTFIELD FENCE
 FB3066'CORNER--AND 29.70 M (97.44 FT) SOUTHWEST OF A LIGHT POLE, 31.93 M
 FB3066'(104.76 FT) WEST-NORTHWEST OF ANOTHER LIGHT POLE, AND 47.45 M
 FB3066'(155.68 FT) NORTH OF A 24-INCH CHERRY TREE--ALL WITH REFERENCE TAGS.
 FB3066
 FB3066                          STATION RECOVERY (1995)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB3066'STATION IS LOCATED IN PISGAH FOREST AT THE TRANSYLVANIA COUNTY LITTLE
 FB3066'LEAGUE ATHLETIC FIELDS. PROCEED ALONG US 64 FOR 0.15 MI (0.24 KM)
 FB3066'SOUTHWEST FROM THE US 276 INTERSECTION (AT PISGAH FOREST) TO SR 1512
 FB3066'(ECUSTA ROAD), THENCE SOUTH ALONG SR 1512 FOR 0.85 MI (1.37 KM) TO
 FB3066'ATHLETIC FIELD ENTRANCE ROAD, THENCE SOUTH ALONG ENTRANCE ROAD FOR 0.1
 FB3066'MI (0.2 KM) TO STATION 155 FEET (47.2 M) SOUTH OF CONCESSION STAND AT
 FB3066'LEFT FIELD CORNER. MARK IS RECESSED 4 INCHES BELOW THE GROUND.
 FB3066'LOCATED 155.2 FT (47.3 M) SOUTH OF THE SOUTHEAST CORNER OF A BLOCK AND
 FB3066'FRAME CONCESSION BUILDING, 7.15 FT (2.18 M) SOUTH OF THE SOUTHERN MOST
 FB3066'LEFT FIELD FENCE CORNER--AND 97.44 FT (29.70 M) SOUTHWEST OF A LIGHT
 FB3066'POLE, 104.76 FT (31.93 M) WEST-NORTHWEST OF ANOTHER LIGHT POLE, 155.68
 FB3066'FT (47.45 M) NORTH OF A 24-INCH CHERRY---ALL WITH REFERENCE TAGS.
 FB3066
 FB3066                          STATION RECOVERY (2000)
 FB3066
 FB3066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3066'STATION IS LOCATED 2.2 MILES (3.5 KM) NORTHEAST OF BREVARD.
 FB3066'OWNERSHIP--LYNN GOLDSMITH, CITY OF BREVARD, PARKS AND RECREATION, 151
 FB3066'WEST MAIN STREET, BREVARD, NC 28712.  TO REACH THE STATION FROM THE
 FB3066'JUNCTION OF U.S.  HIGHWAYS 64, 276 AND STATE HIGHWAY 280, 3.5 MILES
 FB3066'(5.6 KM) NORTHEAST OF BREVARD, GO SOUTHWEST ON HIGHWAYS 64 AND 276 FOR
 FB3066'0.15 MILE (0.24 KM) TO THE JUNCTION OF STATE ROAD 1512 (ECUSTA ROAD) ,
 FB3066'TURN LEFT ON ROAD 1512 FOR 0.85 MILE (1.37 KM) TO THE ENTRANCE ROAD
 FB3066'FOR THE CITY OF BREVARD SPORTS COMPLEX, TURN RIGHT ON ENTRANCE ROAD
 FB3066'FOR 0.05 MILE (0.08 KM) TO A PIPE GATE, PASS THROUGH GATE FOR 0.1 MILE
 FB3066'(0.2 KM) TO THE STATION ON THE LEFT NEAR THE LEFT OUTFIELD FENCE
 FB3066'CORNER OF BASEBALL FIELD NUMBER THREE.  STATION IS A CONCRETE POST
 FB3066'RECESSED 0.3 FOOT (9.1 CM) AND 0.5 FOOT (15.2 CM) ABOVE THE SERVICE
 FB3066'ROAD, 34.5 FEET (10.5 M) EAST OF THE CENTER OF THE ROAD, 7.4 FEET (2.3
 FB3066'M) SOUTH OF THE FENCE CORNER, 7.4 FEET (2.3 M) WEST SOUTHWEST OF THE
 FB3066'NORTHWEST GATE POST OF A GATE IN FENCE SURROUNDING FIELD NUMBER THREE,
 FB3066'88.8 FEET (27.1 M) SOUTHEAST OF A WOODEN FIELD LIGHT POLE WITH A NCGS
 FB3066'REFERENCE TAG ATTACHED FOR FIELD NUMBER FOUR, 80.1 FEET (24.4 M) EAST
 FB3066'NORTHEAST OF A WOODEN FIELD LIGHT POLE WITH A NCGS REFERENCE TAG
 FB3066'ATTACHED FOR FIELD NUMBER 4, 155.2 FEET (47.3 M) SOUTH OF THE
 FB3066'SOUTHEAST CORNER OF THE CENTRAL CONCRETE BLOCK CONCESSION STAND WITH A
 FB3066'WOODEN FRAME (OBSERVATION DECK) , 105.8 FEET (32.2 M) SOUTH SOUTHWEST
 FB3066'OF A METAL FIELD LIGHT POLE FOR FIELD NUMBER THREE, 157.6 FEET (48.0
 FB3066'M) SOUTHWEST OF THE COMPLEX FLAG POLE. RECOVERED BY C.E.  GEOGHEGAN.
 FB3066
 FB3066                          STATION RECOVERY (2000)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB3066'RECOVERED AS DESCRIBED.
 FB3066
 FB3066                          STATION RECOVERY (2000)
 FB3066
 FB3066'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 FB3066'STATION IS LOCATED IN BREVARD.  OWNERSHIP--CITY OF BREVARD, LYNN
 FB3066'GOLDSMITH, PARKS AND RECREATION DIRECTOR, 151 WEST MAIN STREET,
 FB3066'BREVARD, NC 28712.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 FB3066'HIGHWAYS 64 (ASHEVILLE HIGHWAY) , 276 AND STATE HIGHWAY 280 IN
 FB3066'BREVARD, GO SOUTHWEST ON HIGHWAYS 64 AND 276 FOR 0.15 MILE (0.24 KM)
 FB3066'TO THE JUNCTION OF STATE ROAD 1512 (ECUSTA ROAD) LEFT, TURN LEFT ON
 FB3066'ROAD 1512 FOR 0.85 MILE (1.37 KM) TO THE ENTRANCE OF THE CITY OF
 FB3066'BREVARD SPORTS COMPLEX BALL FIELDS RIGHT, TURN RIGHT ON THE GRAVEL
 FB3066'ENTRANCE FOR 0.05 MILE (0.08 KM) TO A LOCKED PIPE GATE, PROCEED
 FB3066'THROUGH THE GATE FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE LEFT NEAR
 FB3066'THE SOUTHWEST FENCE CORNER OF THE SOUTHEAST MOST BALL FIELD. STATION
 FB3066'IS A CONCRETE POST RECESSED 0.3 FOOT (9.1 CM) AND 1.0 FOOT (0.3 M)
 FB3066'ABOVE THE GRAVEL ENTRANCE, 88.8 FEET (27.1 M) SOUTHEAST OF A WOODEN
 FB3066'FLOODLIGHT POLE WITH A NCGS REFERENCE TAG ATTACHED, 80.0 FEET (24.4 M)
 FB3066'EAST NORTHEAST OF A WOODEN FLOODLIGHT POLE WITH A NCGS REFERENCE TAG
 FB3066'ATTACHED, 131.5 FEET (40.1 M) NORTH OF A WOODEN LAMP POST WITH A
 FB3066'SECURITY LIGHT AND A SCGS REFERENCE WASHER ATTACHED, 7.3 FEET (2.2 M)
 FB3066'SOUTH OF THE SOUTHWEST CORNER POST OF A 4-FOOT HIGH CHAIN LINK FENCE
 FB3066'AROUND A BALL FIELD, 6.3 FEET (1.9 M) SOUTH OF A WITNESS POST.
 FB3066'RECOVERED BY D.L.  BRECHLIN.
 FB3066
 FB3066                          STATION RECOVERY (2001)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB3066'RECOVERED AS DESCRIBED.
 FB3066'
 FB3066
 FB3066                          STATION RECOVERY (2003)
 FB3066
 FB3066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FB3066'RECOVERED AS DESCRIBED.
 FB3066
 FB3066                          STATION RECOVERY (2003)
 FB3066
 FB3066'RECOVERY NOTE BY PSOMAS AND ASSOCIATES 2003 (JLS)
 FB3066'RECOVERED AS DESCRIBED
 FB3066'
 FB3066
 FB3066                          STATION RECOVERY (2008)
 FB3066
 FB3066'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2008 (JW)
 FB3066'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS. THE FENCE AROUND
 FB3066'THE BALLFIELD HAS BEEN MOVED TO THE MARK IS NOW INSIDE THE FENCE JUST
 FB3066'1 METER INSIDE A VEHICLE GATE AND APPROXIMATELY 2.5 METERS ENE OF THE
 FB3066'SOUTHWEST POST. THE WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2450 ***********************************************************************
 EY2450  DESIGNATION -  BALL
 EY2450  PID         -  EY2450
 EY2450  STATE/COUNTY-  NC/GREENE
 EY2450  USGS QUAD   -  HOOKERTON (1982)
 EY2450
 EY2450                         *CURRENT SURVEY CONTROL
 EY2450  ___________________________________________________________________
 EY2450* NAD 83(2001)-  35 29 08.77593(N)    077 35 13.50233(W)     ADJUSTED  
 EY2450* NAVD 88     -        23.2    (meters)      76.     (feet)  VERTCON   
 EY2450  ___________________________________________________________________
 EY2450  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EY2450  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY2450  HORZ ORDER  -  SECOND
 EY2450
 EY2450.The horizontal coordinates were established by classical geodetic methods
 EY2450.and adjusted by the National Geodetic Survey in August 2005.
 EY2450
 EY2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2450
 EY2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2450
 EY2450.The geoid height was determined by GEOID03.
 EY2450
 EY2450;                    North         East     Units Scale Factor Converg.
 EY2450;SPC NC       -   193,462.145   737,797.235   MT  0.99988090   +0 48 55.8
 EY2450;SPC NC       -   634,717.05  2,420,589.76   sFT  0.99988090   +0 48 55.8
 EY2450;UTM  18      - 3,929,992.511   265,301.743   MT  1.00027886   -1 30 09.0
 EY2450
 EY2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2450!SPC NC       -   1.00000197  x   0.99988090  =   0.99988287
 EY2450!UTM  18      -   1.00000197  x   1.00027886  =   1.00028083
 EY2450
 EY2450:                Primary Azimuth Mark                     Grid Az
 EY2450:SPC NC       -  MAURY                                    171 54 59.0
 EY2450:UTM  18      -  MAURY                                    174 14 03.8
 EY2450
 EY2450|---------------------------------------------------------------------|
 EY2450| PID    Reference Object                     Distance      Geod. Az  |
 EY2450|                                                           dddmmss.s |
 EY2450| EY2449 MAURY                               APPROX. 0.5 KM 1724354.8 |
 EY2450| EY2456 TANK                                APPROX. 1.8 KM 3263545.2 |
 EY2450|---------------------------------------------------------------------|
 EY2450
 EY2450                          SUPERSEDED SURVEY CONTROL
 EY2450
 EY2450  NAD 83(1986)-  35 29 08.78491(N)    077 35 13.51175(W) AD(       ) 2
 EY2450  NAD 27      -  35 29 08.20007(N)    077 35 14.60947(W) AD(       ) 2
 EY2450  NGVD 29 (07/19/86)   23.5    (m)           77.     (f) VERT ANG    3  
 EY2450
 EY2450.Superseded values are not recommended for survey control.
 EY2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2450.See file dsdata.txt to determine how the superseded data were derived.
 EY2450
 EY2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6530229993(NAD 83)
 EY2450_MARKER: DE = TRAVERSE STATION DISK
 EY2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2450_STAMPING: BALL 1976
 EY2450_MARK LOGO: NCGS  
 EY2450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2450+STABILITY: SURFACE MOTION
 EY2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2450+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1992
 EY2450
 EY2450  HISTORY     - Date     Condition        Report By
 EY2450  HISTORY     - 1976     MONUMENTED       NCGS
 EY2450  HISTORY     - 19920427 GOOD             NCGS
 EY2450  HISTORY     - 19980329 GOOD             USPSQD
 EY2450
 EY2450                          STATION DESCRIPTION
 EY2450
 EY2450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2450'THE STATION IS LOCATED APPROXIMATELY IN THE NORTHERN SECTION OF MAURY,
 EY2450'NORTH CAROLINA.
 EY2450'
 EY2450'TO REACH THE STATION FROM INTERSECTION OF NC 123 AND NC 903 AT THE
 EY2450'POST OFFICE IN MAURY, PROCEED NORTH ALONG NC 123 FOR 0.35 MILE TO
 EY2450'STATION ON RIGHT NEAR A STATE HIGHWAY STOCK PILE SIGN IN THE VICINITY
 EY2450'OF A BASEBALL FIELD, ACROSS HIGHWAY FROM A SMALL BLOCK HOUSE AND 0.05
 EY2450'MILE SOUTH OF A PAVED DRIVE TO A FARM OPERATION SITE.
 EY2450'
 EY2450'STATION MARK IS A STANDARD DISK STAMPED---BALL 1976---, SET IN THE TOP
 EY2450'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 EY2450'MARK IS 31.4 FEET EAST OF THE CENTERLINE OF NC 123, 16.4 FEET SOUTH OF
 EY2450'A STATE HIGHWAY STOCK PILE SIGN POST WITH ALUMINUM TAG, 41.7 FEET WEST
 EY2450'OF A 20 INCH PINE WITH ALUMINUM TAG, 39.6 FEET SOUTHWEST OF A 6 INCH
 EY2450'PINE WITH ALUMINUM TAG, 59.7 FEET NORTHEAST OF THE NORTH END OF AN 18
 EY2450'INCH CULVERT UNDER DRIVE TO A SMALL BLOCK HOME, AND 130.5 FEET
 EY2450'SOUTHEAST OF A POWER POLE WITH TRANSFORMER, GUY WIRE AND ALUMINUM TAG.
 EY2450
 EY2450                          STATION RECOVERY (1992)
 EY2450
 EY2450'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2450'RECOVERED AS DESCRIBED.
 EY2450
 EY2450                          STATION RECOVERY (1998)
 EY2450
 EY2450'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5222 ***********************************************************************
 AE5222  DESIGNATION -  BALL
 AE5222  PID         -  AE5222
 AE5222  STATE/COUNTY-  NC/GRANVILLE
 AE5222  USGS QUAD   -  WILTON (1977)
 AE5222
 AE5222                         *CURRENT SURVEY CONTROL
 AE5222  ___________________________________________________________________
 AE5222* NAD 83(2001)-  36 07 41.82782(N)    078 32 03.36871(W)     ADJUSTED  
 AE5222* NAVD 88     -       150.152  (meters)     492.62   (feet)  ADJUSTED  
 AE5222  ___________________________________________________________________
 AE5222  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 AE5222  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 AE5222  DYNAMIC HT  -         150.027 (meters)     492.21  (feet)  COMP
 AE5222  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 AE5222
 AE5222  HORZ ORDER  -  SECOND
 AE5222  VERT ORDER  -  SECOND    CLASS II
 AE5222
 AE5222.The horizontal coordinates were established by classical geodetic methods
 AE5222.and adjusted by the National Geodetic Survey in August 2005.
 AE5222
 AE5222.The orthometric height was determined by differential leveling
 AE5222.and adjusted in April 1998.
 AE5222
 AE5222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5222
 AE5222.The geoid height was determined by GEOID03.
 AE5222
 AE5222.The dynamic height is computed by dividing the NAVD 88
 AE5222.geopotential number by the normal gravity value computed on the
 AE5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5222.degrees latitude (g = 980.6199 gals.).
 AE5222
 AE5222.The modeled gravity was interpolated from observed gravity values.
 AE5222
 AE5222;                    North         East     Units Scale Factor Converg.
 AE5222;SPC NC       -   263,933.259   651,524.528   MT  0.99998951   +0 16 07.7
 AE5222;SPC NC       -   865,921.03  2,137,543.39   sFT  0.99998951   +0 16 07.7
 AE5222;UTM  17      - 4,000,993.408   721,891.040   MT  1.00020670   +1 27 15.8
 AE5222
 AE5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5222!SPC NC       -   0.99998153  x   0.99998951  =   0.99997104
 AE5222!UTM  17      -   0.99998153  x   1.00020670  =   1.00018823
 AE5222
 AE5222                          SUPERSEDED SURVEY CONTROL
 AE5222
 AE5222  NAD 83(1986)-  36 07 41.83333(N)    078 32 03.38044(W) AD(       ) 2
 AE5222  NGVD 29 (05/25/99)  150.44   (m)          493.6    (f) LEVELING    3  
 AE5222
 AE5222.Superseded values are not recommended for survey control.
 AE5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5222.See file dsdata.txt to determine how the superseded data were derived.
 AE5222
 AE5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2189100993(NAD 83)
 AE5222_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5222_STAMPING: BALL 1984
 AE5222_MARK LOGO: NCGS  
 AE5222_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5222+STABILITY: SURFACE MOTION
 AE5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5222+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 AE5222
 AE5222  HISTORY     - Date     Condition        Report By
 AE5222  HISTORY     - 1984     MONUMENTED       NCGS
 AE5222  HISTORY     - 20050104 GOOD             USPSQD
 AE5222
 AE5222                          STATION DESCRIPTION
 AE5222
 AE5222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AE5222'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) WEST-NORTHWEST OF
 AE5222'FRANKLINTON, AND 14.6 KM (9.05 MI) EAST OF CREEDMOOR. ALONG NC 56 FOR
 AE5222'4.35 KM (2.70 MI) EAST OF THE INTERSECTION WITH NC 96 (AT WILTON), OR
 AE5222'0.10 KM (0.05 MI) EAST OF SR 1707.  STATION IS IN EAST SIDE OF BALLS
 AE5222'STORE YARD, NEAR GASOLINE STORAGE TANK. MARK IS 3 FEET ABOVE ROAD AND
 AE5222'RECESSED 5 INCHES BELOW GROUND SURFACE. LOCATED 16.2 M (53.1 FT)
 AE5222'NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 28.8 M (94.5 FT)
 AE5222'EAST-SOUTHEAST OF SOUTHEAST CORNER OF BALLS STORE, 3.2 M (10.5 FT)
 AE5222'EAST-SOUTHEAST OF THE DRAINAGE VALVE OF THE EAST-MOST GASOLINE TANK,
 AE5222'6.5 M (21.3 FT) EAST-SOUTHEAST OF THE DRAINAGE VALVE OF THE WEST-MOST
 AE5222'GASOLINE TANK, AND 0.9 M (3.0 FT) NORTHWEST OF NORTHWEST CORNER OF
 AE5222'SIGN BASE.
 AE5222
 AE5222                          STATION RECOVERY (2005)
 AE5222
 AE5222'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AE5222'N 36 07.698
 AE5222'W 078 32.057
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8500 ***********************************************************************
 AF8500  DESIGNATION -  BALL
 AF8500  PID         -  AF8500
 AF8500  STATE/COUNTY-  NC/NORTHAMPTON
 AF8500  USGS QUAD   -  CONWAY (1973)
 AF8500
 AF8500                         *CURRENT SURVEY CONTROL
 AF8500  ___________________________________________________________________
 AF8500* NAD 83(2001)-  36 22 53.77188(N)    077 09 21.69740(W)     ADJUSTED  
 AF8500* NAVD 88     -        23.3    (meters)      76.     (feet)  VERT ANG  
 AF8500  ___________________________________________________________________
 AF8500  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AF8500  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AF8500  HORZ ORDER  -  SECOND
 AF8500
 AF8500.The horizontal coordinates were established by classical geodetic methods
 AF8500.and adjusted by the National Geodetic Survey in August 2005.
 AF8500
 AF8500.The orthometric height was determined by vertical angle observations.
 AF8500
 AF8500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8500
 AF8500.The geoid height was determined by GEOID03.
 AF8500
 AF8500;                    North         East     Units Scale Factor Converg.
 AF8500;SPC NC       -   293,481.499   775,057.527   MT  1.00006708   +1 03 51.4
 AF8500;SPC NC       -   962,863.88  2,542,834.57   sFT  1.00006708   +1 03 51.4
 AF8500;UTM  18      - 4,028,434.067   306,609.238   MT  1.00006082   -1 16 45.4
 AF8500
 AF8500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8500!SPC NC       -   1.00000182  x   1.00006708  =   1.00006890
 AF8500!UTM  18      -   1.00000182  x   1.00006082  =   1.00006264
 AF8500
 AF8500                          SUPERSEDED SURVEY CONTROL
 AF8500
 AF8500  NAD 83(1986)-  36 22 53.78065(N)    077 09 21.71231(W) AD(       ) 2
 AF8500
 AF8500.Superseded values are not recommended for survey control.
 AF8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8500.See file dsdata.txt to determine how the superseded data were derived.
 AF8500
 AF8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0660928434(NAD 83)
 AF8500_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8500_STAMPING: BALL 1987
 AF8500_MARK LOGO: NCGS  
 AF8500_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8500+STABILITY: SURFACE MOTION
 AF8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8500+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8500
 AF8500  HISTORY     - Date     Condition        Report By
 AF8500  HISTORY     - 1987     MONUMENTED       NCGS
 AF8500
 AF8500                          STATION DESCRIPTION
 AF8500
 AF8500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8500'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF WOODLAND AND 5.3
 AF8500'MI (8.5 KM) SOUTHWEST OF MURFREESBORO. PROCEED ALONG US 258 FOR 3.6 MI
 AF8500'(5.8 KM) NORTHEAST FROM NC 35 (LINDEN STREET) IN WOODLAND, THENCE EAST
 AF8500'FOR 0.25 MI (0.40 KM) ALONG SR 1542 (PINETOPS ROAD) TO STATION IN
 AF8500'SOUTH SHOULDER. MARK IS RECESSED 4 INCHES BELOW GROUND AND ABOUT LEVEL
 AF8500'WITH ROAD. LOCATED 13.5 FT (4.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AF8500'OF THE ROAD, 27.7 FT (8.4 M) EAST-SOUTHEAST OF THE EAST END OF A
 AF8500'DRIVEWAY CULVERT, 103.8 FT (31.6 M) NORTH OF THE NORTHEAST CORNER OF A
 AF8500'BRICK HOUSE, 124.5 FT (37.9 M) SOUTHEAST OF A TELEPHONE PEDESTAL, AND
 AF8500'58.3 FT (17.8 M) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER AND
 AF8500'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5598 ***********************************************************************
 AH5598  DESIGNATION -  BALL
 AH5598  PID         -  AH5598
 AH5598  STATE/COUNTY-  NC/BUNCOMBE
 AH5598  USGS QUAD   -  ENKA (1990)
 AH5598
 AH5598                         *CURRENT SURVEY CONTROL
 AH5598  ___________________________________________________________________
 AH5598* NAD 83(2001)-  35 32 37.37546(N)    082 43 36.76393(W)     ADJUSTED  
 AH5598* NAVD 88     -       683.5    (meters)    2242.     (feet)  VERTCON   
 AH5598  ___________________________________________________________________
 AH5598  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 AH5598  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AH5598  HORZ ORDER  -  SECOND
 AH5598
 AH5598.The horizontal coordinates were established by classical geodetic methods
 AH5598.and adjusted by the National Geodetic Survey in August 2005.
 AH5598
 AH5598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5598
 AH5598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5598
 AH5598.The geoid height was determined by GEOID03.
 AH5598
 AH5598;                    North         East     Units Scale Factor Converg.
 AH5598;SPC NC       -   205,320.393   271,765.132   MT  0.99988553   -2 09 03.8
 AH5598;SPC NC       -   673,621.99    891,616.10   sFT  0.99988553   -2 09 03.8
 AH5598;UTM  17      - 3,934,713.345   343,461.154   MT  0.99990198   -1 00 14.7
 AH5598
 AH5598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5598!SPC NC       -   0.99989734  x   0.99988553  =   0.99978288
 AH5598!UTM  17      -   0.99989734  x   0.99990198  =   0.99979933
 AH5598
 AH5598                          SUPERSEDED SURVEY CONTROL
 AH5598
 AH5598  NAD 83(1986)-  35 32 37.38559(N)    082 43 36.76439(W) AD(       ) 2
 AH5598  NGVD 29 (11/25/98)  683.6    (m)         2243.     (f) VERT ANG    3  
 AH5598
 AH5598.Superseded values are not recommended for survey control.
 AH5598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5598.See file dsdata.txt to determine how the superseded data were derived.
 AH5598
 AH5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4346134713(NAD 83)
 AH5598_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5598_STAMPING: BALL 1987
 AH5598_MARK LOGO: NCGS  
 AH5598_PROJECTION: FLUSH
 AH5598_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5598+STABILITY: SURFACE MOTION
 AH5598
 AH5598  HISTORY     - Date     Condition        Report By
 AH5598  HISTORY     - 1987     MONUMENTED       NCGS
 AH5598
 AH5598                          STATION DESCRIPTION
 AH5598
 AH5598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 AH5598'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) WEST OF CANDLER AND 16.9 KM
 AH5598'(10.5 MI) WEST-SOUTHWEST OF ASHEVILLE. ALONG US 19-23 FOR 3.4 KM (2.1
 AH5598'MI) WEST FROM NC 151 (IN CANDLER), OR 1.1 KM (0.7 MI) EAST FROM SR
 AH5598'1141 (LUTHER ROAD), IN SOUTH SHOULDER NEAR GRAVEL DRIVE. STATION IS A
 AH5598'STANDARD NCGS DISK STAMPED---BALL 1987---, SET INTO THE TOP OF A ROUND
 AH5598'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.
 AH5598'LOCATED 6.71 M (22.01 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 AH5598'7.77 M (25.49 FT) EAST FROM THE CENTERLINE OF A GRAVEL DRIVE, 30.88 M
 AH5598'(101.31 FT) WEST FROM THE CENTER OF AN IRON WATER METER COVER, 39.32 M
 AH5598'(129.00 FT) WEST FROM THE CENTER OF AN IRON MANHOLE COVER, AND 8.53 M
 AH5598'(27.99 FT) NORTH FROM A 6-INCH POPLAR WITH A REFERENCE TAG. MARK IS
 AH5598'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2346 ***********************************************************************
 AI2346  DESIGNATION -  BALL
 AI2346  PID         -  AI2346
 AI2346  STATE/COUNTY-  NC/GUILFORD
 AI2346  USGS QUAD   -  GREENSBORO (1994)
 AI2346
 AI2346                         *CURRENT SURVEY CONTROL
 AI2346  ___________________________________________________________________
 AI2346* NAD 83(2007)-  36 05 53.28853(N)    079 45 55.82560(W)     ADJUSTED  
 AI2346* NAVD 88     -       246.242  (meters)     807.88   (feet)  ADJUSTED  
 AI2346  ___________________________________________________________________
 AI2346  EPOCH DATE  -        2002.00
 AI2346  X           -     916,772.598 (meters)                     COMP
 AI2346  Y           -  -5,077,666.830 (meters)                     COMP
 AI2346  Z           -   3,737,122.553 (meters)                     COMP
 AI2346  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 AI2346  ELLIP HEIGHT-         215.342 (meters)          (02/10/07) ADJUSTED
 AI2346  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AI2346  DYNAMIC HT  -         246.039 (meters)     807.21  (feet)  COMP
 AI2346
 AI2346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2346  Type    PID    Designation                      North   East  Ellip
 AI2346  -------------------------------------------------------------------
 AI2346  NETWORK AI2346 BALL                              0.49   0.41   0.88
 AI2346  -------------------------------------------------------------------
 AI2346  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 AI2346
 AI2346  VERT ORDER  -  SECOND    CLASS II
 AI2346
 AI2346.The horizontal coordinates were established by GPS observations
 AI2346.and adjusted by the National Geodetic Survey in February 2007.
 AI2346
 AI2346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2346.The horizontal coordinates are valid at the epoch date displayed above.
 AI2346.The epoch date for horizontal control is a decimal equivalence
 AI2346.of Year/Month/Day.
 AI2346
 AI2346.The orthometric height was determined by differential leveling
 AI2346.and adjusted in May 2001.
 AI2346.No vertical observational check was made to the station.
 AI2346
 AI2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2346
 AI2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2346
 AI2346.The ellipsoidal height was determined by GPS observations
 AI2346.and is referenced to NAD 83.
 AI2346
 AI2346.The geoid height was determined by GEOID03.
 AI2346
 AI2346.The dynamic height is computed by dividing the NAVD 88
 AI2346.geopotential number by the normal gravity value computed on the
 AI2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2346.degrees latitude (g = 980.6199 gals.).
 AI2346
 AI2346.The modeled gravity was interpolated from observed gravity values.
 AI2346
 AI2346;                    North         East     Units Scale Factor Converg.
 AI2346;SPC NC       -   260,755.296   540,667.843   MT  0.99998159   -0 26 30.6
 AI2346;SPC NC       -   855,494.67  1,773,841.08   sFT  0.99998159   -0 26 30.6
 AI2346;UTM  17      - 3,995,538.623   611,126.551   MT  0.99975216   +0 43 38.6
 AI2346
 AI2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2346!SPC NC       -   0.99996620  x   0.99998159  =   0.99994779
 AI2346!UTM  17      -   0.99996620  x   0.99975216  =   0.99971837
 AI2346
 AI2346                          SUPERSEDED SURVEY CONTROL
 AI2346
 AI2346  NAD 83(2001)-  36 05 53.28899(N)    079 45 55.82512(W) AD(       ) 1
 AI2346  ELLIP H (03/13/03)  215.339  (m)                       GP(       ) 4 2
 AI2346  NAD 83(1986)-  36 05 53.29557(N)    079 45 55.83220(W) AD(       ) 1
 AI2346  NAVD 88 (11/03/99)  246.24   (m)          807.9    (f) LEVELING    3  
 AI2346
 AI2346.Superseded values are not recommended for survey control.
 AI2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2346.See file dsdata.txt to determine how the superseded data were derived.
 AI2346
 AI2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1112795539(NAD 83)
 AI2346_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2346_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2346_SP_SET: CONCRETE WHEELGUARD
 AI2346_STAMPING: BALL 1994
 AI2346_MARK LOGO: NCGS  
 AI2346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2346+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1997
 AI2346
 AI2346  HISTORY     - Date     Condition        Report By
 AI2346  HISTORY     - 1994     MONUMENTED       NCGS
 AI2346  HISTORY     - 19970625 GOOD             NC1940
 AI2346
 AI2346                          STATION DESCRIPTION
 AI2346
 AI2346'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2346'STATION IS LOCATED IN GREENSBORO, ABOUT 2.45 MI (3.94 KM) NORTHEAST OF
 AI2346'THE COURTHOUSE. AT THE US 29 INTERSECTION WITH SUMMIT AVE AND PHILLIPS
 AI2346'AVE, IN THE CONCRETE WHEELGUARD OF THE SOUTHEAST BRIDGE RAIL FROM
 AI2346'SUMMIT AVE TO US 29 NORTH BOUND LANES. MARK IS ABOUT 1-FOOT HIGHER
 AI2346'THAN ROAD.  LOCATED 17.0 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF THE
 AI2346'NORTH BOUND RAMP, 40.4 FT (12.3 M) NORTHEAST OF THE SOUTHWEST END OF
 AI2346'THE SOUTHEAST BRIDGE RAIL, AND 34.0 FT (10.4 M) SOUTHEAST OF THE
 AI2346'SOUTHWEST END OF THE NORTHWEST BRIDGE RAIL.
 AI2346
 AI2346                          STATION RECOVERY (1997)
 AI2346
 AI2346'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 AI2346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6454 ***********************************************************************
 AI6454  DESIGNATION -  BALL
 AI6454  PID         -  AI6454
 AI6454  STATE/COUNTY-  NC/WAYNE
 AI6454  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 AI6454
 AI6454                         *CURRENT SURVEY CONTROL
 AI6454  ___________________________________________________________________
 AI6454* NAD 83(2007)-  35 22 44.16694(N)    078 02 34.64328(W)     ADJUSTED  
 AI6454* NAVD 88     -        22.026  (meters)      72.26   (feet)  ADJUSTED  
 AI6454  ___________________________________________________________________
 AI6454  EPOCH DATE  -        2002.00
 AI6454  X           -   1,078,609.331 (meters)                     COMP
 AI6454  Y           -  -5,093,231.508 (meters)                     COMP
 AI6454  Z           -   3,672,217.117 (meters)                     COMP
 AI6454  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 AI6454  ELLIP HEIGHT-         -12.876 (meters)          (02/10/07) ADJUSTED
 AI6454  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AI6454  DYNAMIC HT  -          22.007 (meters)      72.20  (feet)  COMP
 AI6454
 AI6454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6454  Type    PID    Designation                      North   East  Ellip
 AI6454  -------------------------------------------------------------------
 AI6454  NETWORK AI6454 BALL                              0.29   0.27   1.25
 AI6454  -------------------------------------------------------------------
 AI6454  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 AI6454
 AI6454  VERT ORDER  -  SECOND    CLASS I
 AI6454
 AI6454.The horizontal coordinates were established by GPS observations
 AI6454.and adjusted by the National Geodetic Survey in February 2007.
 AI6454
 AI6454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6454.The horizontal coordinates are valid at the epoch date displayed above.
 AI6454.The epoch date for horizontal control is a decimal equivalence
 AI6454.of Year/Month/Day.
 AI6454
 AI6454.The orthometric height was determined by differential leveling
 AI6454.and adjusted in February 2001.
 AI6454.No vertical observational check was made to the station.
 AI6454
 AI6454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6454
 AI6454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6454
 AI6454.The ellipsoidal height was determined by GPS observations
 AI6454.and is referenced to NAD 83.
 AI6454
 AI6454.The geoid height was determined by GEOID03.
 AI6454
 AI6454.The dynamic height is computed by dividing the NAVD 88
 AI6454.geopotential number by the normal gravity value computed on the
 AI6454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6454.degrees latitude (g = 980.6199 gals.).
 AI6454
 AI6454.The modeled gravity was interpolated from observed gravity values.
 AI6454
 AI6454;                    North         East     Units Scale Factor Converg.
 AI6454;SPC NC       -   181,117.130   696,551.079   MT  0.99987505   +0 33 08.6
 AI6454;SPC NC       -   594,215.12  2,285,268.00   sFT  0.99987505   +0 33 08.6
 AI6454;UTM  17      - 3,919,082.388   768,624.868   MT  1.00048936   +1 42 47.2
 AI6454;UTM  18      - 3,919,319.277   223,568.195   MT  1.00054181   -1 45 46.6
 AI6454
 AI6454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6454!SPC NC       -   1.00000202  x   0.99987505  =   0.99987707
 AI6454!UTM  17      -   1.00000202  x   1.00048936  =   1.00049138
 AI6454!UTM  18      -   1.00000202  x   1.00054181  =   1.00054383
 AI6454
 AI6454:                Primary Azimuth Mark                     Grid Az
 AI6454:SPC NC       -  PONG                                     021 02 43.6
 AI6454:UTM  17      -  PONG                                     019 53 05.0
 AI6454:UTM  18      -  PONG                                     023 21 38.8
 AI6454
 AI6454|---------------------------------------------------------------------|
 AI6454| PID    Reference Object                     Distance      Geod. Az  |
 AI6454|                                                           dddmmss.s |
 AI6454| AI6453 PONG                                456.085 METERS 0213552.2 |
 AI6454|---------------------------------------------------------------------|
 AI6454
 AI6454                          SUPERSEDED SURVEY CONTROL
 AI6454
 AI6454  NAD 83(2001)-  35 22 44.16720(N)    078 02 34.64320(W) AD(       ) 1
 AI6454  ELLIP H (03/13/03)  -12.879  (m)                       GP(       ) 4 2
 AI6454  NAD 83(1986)-  35 22 44.17402(N)    078 02 34.65165(W) AD(       ) 1
 AI6454  NAVD 88 (07/27/00)   22.03   (m)           72.3    (f) LEVELING    3  
 AI6454
 AI6454.Superseded values are not recommended for survey control.
 AI6454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6454.See file dsdata.txt to determine how the superseded data were derived.
 AI6454
 AI6454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6862519082(NAD 83)
 AI6454_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6454_STAMPING: BALL 1997
 AI6454_MARK LOGO: NCGS  
 AI6454_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6454+STABILITY: SURFACE MOTION
 AI6454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6454+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AI6454
 AI6454  HISTORY     - Date     Condition        Report By
 AI6454  HISTORY     - 1997     MONUMENTED       NCGS
 AI6454  HISTORY     - 19970630 GOOD             NCGS
 AI6454
 AI6454                          STATION DESCRIPTION
 AI6454
 AI6454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6454'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF GOLDSBORO.
 AI6454'ALONG SR 1008-STEVENS MILL RD.  FOR 1.2 MI (1.9 KM) SOUTHWEST FROM NC
 AI6454'581 AT CHERRY HOSPITAL TO A FARM ROAD NORTHWEST AND THE STATION, IN
 AI6454'THE NORTHERN QUADRANT, BETWEEN THE DITCH AND A FENCE.
 AI6454'THE STATION IS A STANDARD NCGS HORIZONTAL STATION DISK STAMPED---BALL
 AI6454'1997---, SET IN TOP OF A ROUND CONCRETE MONUMENT.  MARK IS ABOUT LEVEL
 AI6454'WITH SR 1008, AND IS RECESSED 1 INCH BELOW THE GROUND.  LOCATED 39.2
 AI6454'FT (11.9 M) NORTHWEST OF THE CENTERLINE OF SR 1008, 112.8 FT (34.4 M)
 AI6454'NORTH-NORTHEAST OF THE NORTHWEST END OF A 24-INCH RCP, 75.1 FT (22.9
 AI6454'M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL (40) , 50.5 FT (15.4 M)
 AI6454'NORTH OF THE CENTERLINE OF A FARM ROAD NORTHWEST,--AND 15.3 FT (4.7 M)
 AI6454'NORTHEAST OF A FENCE POST, 16.9 FT (5.2 M) SOUTH OF A FENCE POST--BOTH
 AI6454'WITH REFERENCE TAGS.
 AI6454
 AI6454                          STATION RECOVERY (1997)
 AI6454
 AI6454'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6454'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF GOLDSBORO. ALONG
 AI6454'SR 1008-STEVENS MILL RD.  FOR 1.2 MI (1.9 KM) SOUTHWEST FROM NC 581 AT
 AI6454'CHERRY HOSPITAL TO A FARM ROAD NORTHWEST AND THE STATION, IN THE
 AI6454'NORTHERN QUADRANT, BETWEEN THE DITCH AND A FENCE. THE STATION IS A
 AI6454'STANDARD NCGS HORIZONTAL STATION DISK STAMPED---BALL 1997---, SET IN
 AI6454'TOP OF A ROUND CONCRETE MONUMENT.  MARK IS ABOUT LEVEL WITH SR 1008,
 AI6454'AND IS RECESSED 1 INCH BELOW THE GROUND.  LOCATED 39.2 FT (11.9 M)
 AI6454'NORTHWEST OF THE CENTERLINE OF SR 1008, 112.8 FT (34.4 M)
 AI6454'NORTH-NORTHEAST OF THE NORTHWEST END OF A 24-INCH RCP, 75.1 FT (22.9
 AI6454'M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL (40), 50.5 FT (15.4 M)
 AI6454'NORTH OF THE CENTERLINE OF A FARM ROAD NORTHWEST,--AND 15.3 FT (4.7 M)
 AI6454'NORTHEAST OF A FENCE POST, 16.9 FT (5.2 M) SOUTH OF A FENCE POST--BOTH
 AI6454'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4645 ***********************************************************************
 FA4645  DESIGNATION -  BALL PARK
 FA4645  PID         -  FA4645
 FA4645  STATE/COUNTY-  NC/DAVIE
 FA4645  USGS QUAD   -  CHURCHLAND (1987)
 FA4645
 FA4645                         *CURRENT SURVEY CONTROL
 FA4645  ___________________________________________________________________
 FA4645* NAD 83(2001)-  35 52 16.78681(N)    080 25 40.45585(W)     ADJUSTED  
 FA4645* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 FA4645  ___________________________________________________________________
 FA4645  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 FA4645  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 FA4645  HORZ ORDER  -  SECOND
 FA4645
 FA4645.The horizontal coordinates were established by classical geodetic methods
 FA4645.and adjusted by the National Geodetic Survey in August 2005.
 FA4645
 FA4645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4645
 FA4645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4645
 FA4645.The geoid height was determined by GEOID03.
 FA4645
 FA4645;                    North         East     Units Scale Factor Converg.
 FA4645;SPC NC       -   236,251.895   480,660.631   MT  0.99993094   -0 49 26.9
 FA4645;SPC NC       -   775,103.09  1,576,967.42   sFT  0.99993094   -0 49 26.9
 FA4645;UTM  17      - 3,969,828.274   551,645.516   MT  0.99963287   +0 20 06.9
 FA4645
 FA4645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4645!SPC NC       -   0.99996654  x   0.99993094  =   0.99989749
 FA4645!UTM  17      -   0.99996654  x   0.99963287  =   0.99959943
 FA4645
 FA4645                          SUPERSEDED SURVEY CONTROL
 FA4645
 FA4645  NAD 83(1986)-  35 52 16.79455(N)    080 25 40.46153(W) AD(       ) 2
 FA4645  NGVD 29 (02/28/92)  245.4    (m)          805.     (f) VERT ANG    3  
 FA4645
 FA4645.Superseded values are not recommended for survey control.
 FA4645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4645.See file dsdata.txt to determine how the superseded data were derived.
 FA4645
 FA4645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5164669828(NAD 83)
 FA4645_MARKER: DE = TRAVERSE STATION DISK
 FA4645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4645_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4645+STABILITY: SURFACE MOTION
 FA4645
 FA4645  HISTORY     - Date     Condition        Report By
 FA4645  HISTORY     - 1983     MONUMENTED       NCGS
 FA4645
 FA4645                          STATION DESCRIPTION
 FA4645
 FA4645'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4645'THE STATION IS LOCATED ABOUT 1.2 MI EAST-SOUTHEAST OF FORK COMMUNITY
 FA4645'AND 7.7 MI EAST OF MOCKSVILLE.
 FA4645'
 FA4645'ALONG US 64 FOR 0.75 MI EAST FROM THE NC 801 CROSSROADS (IN FORK
 FA4645'COMMUNITY), AT THE ENTRANCE TO THE LITTLE LEAGUE BALL FIELD, ON TOP
 FA4645'OF A BANK IN A--Y--OF THE HIGHWAY AND A FIELD ROAD.
 FA4645'
 FA4645'THE STATION IS A STANDARD NCGS DISK STAMPED---BALL PARK 1983---, SET
 FA4645'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4645'FLUSH WITH GROUND.  LOCATED 29.0 FT SOUTH-SOUTHWEST OF THE
 FA4645'CENTERLINE OF THE HIGHWAY, 35.0 FT NORTH OF THE CENTERLINE OF THE
 FA4645'FIELD ROAD AT THE CENTER OF A GATE CABLE, 15.7 FT WEST-NORTHWEST OF
 FA4645'A POWER POLE WITH A REFERENCE TAG, 90.1 FT EAST-SOUTHEAST OF THE
 FA4645'NORTHEAST CORNER OF THE FENCE AROUND FORK RECREATION CENTER, AND
 FA4645'184 FT EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 FA4645'RECREATION BUILDING.
 FA4645'
 FA4645'MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4453 ***********************************************************************
 FX4453  DESIGNATION -  BALLANCE
 FX4453  PID         -  FX4453
 FX4453  STATE/COUNTY-  NC/CURRITUCK
 FX4453  USGS QUAD   -  CURRITUCK (1982)
 FX4453
 FX4453                         *CURRENT SURVEY CONTROL
 FX4453  ___________________________________________________________________
 FX4453* NAD 83(2001)-  36 26 08.86030(N)    076 07 01.49641(W)     ADJUSTED  
 FX4453* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 FX4453  ___________________________________________________________________
 FX4453  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 FX4453  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 FX4453  HORZ ORDER  -  SECOND
 FX4453
 FX4453.The horizontal coordinates were established by classical geodetic methods
 FX4453.and adjusted by the National Geodetic Survey in August 2005.
 FX4453
 FX4453.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4453
 FX4453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4453
 FX4453.The geoid height was determined by GEOID03.
 FX4453
 FX4453;                    North         East     Units Scale Factor Converg.
 FX4453;SPC NC       -   301,712.211   868,084.019   MT  1.00008624   +1 39 50.2
 FX4453;SPC NC       -   989,867.48  2,848,038.99   sFT  1.00008624   +1 39 50.2
 FX4453;UTM  18      - 4,032,865.943   399,874.980   MT  0.99972351   -0 39 48.7
 FX4453
 FX4453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4453!SPC NC       -   1.00000537  x   1.00008624  =   1.00009161
 FX4453!UTM  18      -   1.00000537  x   0.99972351  =   0.99972887
 FX4453
 FX4453                          SUPERSEDED SURVEY CONTROL
 FX4453
 FX4453  NAD 83(1993)-  36 26 08.86634(N)    076 07 01.50258(W) AD(       ) 2
 FX4453  NAD 83(1986)-  36 26 08.87183(N)    076 07 01.52741(W) AD(       ) 2
 FX4453  NGVD 29 (11/01/90)    4.     (m)           13.     (f) VERT ANG    3  
 FX4453
 FX4453.Superseded values are not recommended for survey control.
 FX4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4453.See file dsdata.txt to determine how the superseded data were derived.
 FX4453
 FX4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9987532866(NAD 83)
 FX4453_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4453_STAMPING: BALLANCE 1980
 FX4453_MARK LOGO: NCGS  
 FX4453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4453+STABILITY: SURFACE MOTION
 FX4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4453+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 FX4453
 FX4453  HISTORY     - Date     Condition        Report By
 FX4453  HISTORY     - 1980     MONUMENTED       NCGS
 FX4453  HISTORY     - 19941108 GOOD             NCGS
 FX4453  HISTORY     - 20041209 GOOD             NCGS
 FX4453
 FX4453                          STATION DESCRIPTION
 FX4453
 FX4453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX4453'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTHWEST OF SHAWBORO
 FX4453'AND 6.0 MILES WEST OF CURRITUCK.
 FX4453'
 FX4453'TO REACH STATION FROM THE INTERSECTION OF SR 1202 WITH NC 168 IN THE
 FX4453'COMMUNITY OF SNOWDEN, PROCEED SOUTH ALONG SR 1202 FOR 1.65 MILES TO
 FX4453'FORKS OF SR 1202 AND SR 1210, TAKE RIGHT FORK AND CONTINUE ALONG
 FX4453'SR 1202 WEST FOR 0.35 MILE TO WHERE SR 1211 CONTINUES WEST AND SR 1202
 FX4453'BEARS LEFT, THENCE SOUTH ALONG SR 1202 FOR 0.45 MILE TO MR BALLANCES
 FX4453'MOBILE HOME AND STATION ON LEFT NEAR A SHARP RIGHT ANGLE IN ROAD.
 FX4453'
 FX4453'STATION MARK IS A STANDARD DISK STAMPED---BALLANCE 1980---SET IN TOP
 FX4453'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX4453'40.6 FEET SOUTHEAST OF CENTERLINE OF DRAINAGE DITCH, 7.8 FEET
 FX4453'SOUTHEAST OF POWER POLE WITH METER AND REFERENCE TAG, 66.2 FEET
 FX4453'NORTHEAST OF NORTHWEST CORNER OF METAL SHED, 64.8 FEET SOUTHWEST OF
 FX4453'36 INCH OAK, 68.1 FEET WEST OF SOUTHWEST CORNER OF MOBILE HOME AND
 FX4453'74.2 FEET NORTHWEST OF NORTHWEST SIDE OF BLOCK PUMP HOUSE.
 FX4453
 FX4453                          STATION RECOVERY (1994)
 FX4453
 FX4453'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4453'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MARK IS
 FX4453'ABOUT LEVEL WITH THE ROAD.  LOCATED 72 FT (21.9 M) EAST-SOUTHEAST OF
 FX4453'THE PI OF THE CENTERLINE OF THE ROAD CURVE, 43 FT (13.1 M) SOUTHEAST
 FX4453'OF CENTERLINE OF DRAINAGE DITCH, 66.2 FT (20.2 M) EAST-NORTHEAST OF
 FX4453'NORTH CORNER OF METAL SHED, 68.1 FT (20.8 M) WEST OF WEST CORNER OF
 FX4453'MOBILE HOME, 90.8 FT (27.7 M) NORTHWEST OF NORTHWEST SIDE OF BLOCK
 FX4453'PUMP HOUSE, AND 8.5 FT (2.6 M) SOUTHEAST OF A POWER POLE WITH METER
 FX4453'AND REFERENCE TAG.  THE 36 INCH OAK TREE IS NOW GONE.  THE
 FX4453'LINE-OF-SIGHT TO STATION COLEMAN IS BLOCKED BY YARD SHRUBS AND STATION
 FX4453'CULVERT MAY BE BLOCKED.
 FX4453
 FX4453                          STATION RECOVERY (2004)
 FX4453
 FX4453'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX4453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2276 ***********************************************************************
 FA2276  DESIGNATION -  BALLARD
 FA2276  PID         -  FA2276
 FA2276  STATE/COUNTY-  NC/CABARRUS
 FA2276  USGS QUAD   -  HARRISBURG (1993)
 FA2276
 FA2276                         *CURRENT SURVEY CONTROL
 FA2276  ___________________________________________________________________
 FA2276* NAD 83(2001)-  35 18 57.53881(N)    080 40 37.66333(W)     ADJUSTED  
 FA2276* NAVD 88     -       205.1    (meters)     673.     (feet)  VERTCON   
 FA2276  ___________________________________________________________________
 FA2276  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FA2276  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA2276  HORZ ORDER  -  SECOND
 FA2276
 FA2276.The horizontal coordinates were established by classical geodetic methods
 FA2276.and adjusted by the National Geodetic Survey in August 2005.
 FA2276
 FA2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2276
 FA2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2276
 FA2276.The geoid height was determined by GEOID03.
 FA2276
 FA2276;                    North         East     Units Scale Factor Converg.
 FA2276;SPC NC       -   175,002.625   457,116.688   MT  0.99987322   -0 58 04.8
 FA2276;SPC NC       -   574,154.45  1,499,723.67   sFT  0.99987322   -0 58 04.8
 FA2276;UTM  17      - 3,908,133.097   529,348.883   MT  0.99961061   +0 11 11.9
 FA2276
 FA2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2276!SPC NC       -   0.99997258  x   0.99987322  =   0.99984581
 FA2276!UTM  17      -   0.99997258  x   0.99961061  =   0.99958320
 FA2276
 FA2276:                Primary Azimuth Mark                     Grid Az
 FA2276:SPC NC       -  GAS                                      053 29 09.3
 FA2276:UTM  17      -  GAS                                      052 19 52.6
 FA2276
 FA2276|---------------------------------------------------------------------|
 FA2276| PID    Reference Object                     Distance      Geod. Az  |
 FA2276|                                                           dddmmss.s |
 FA2276| FA2282 GAS                                 APPROX. 0.6 KM 0523104.5 |
 FA2276|---------------------------------------------------------------------|
 FA2276
 FA2276                          SUPERSEDED SURVEY CONTROL
 FA2276
 FA2276  NAD 83(1986)-  35 18 57.55555(N)    080 40 37.67323(W) AD(       ) 2
 FA2276  NAD 27      -  35 18 57.04247(N)    080 40 38.41838(W) AD(       ) 2
 FA2276  NGVD 29 (07/19/86)  205.3    (m)          674.     (f) VERT ANG    3  
 FA2276
 FA2276.Superseded values are not recommended for survey control.
 FA2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2276.See file dsdata.txt to determine how the superseded data were derived.
 FA2276
 FA2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2934908133(NAD 83)
 FA2276_MARKER: DE = TRAVERSE STATION DISK
 FA2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2276_STAMPING: BALLARD 1968
 FA2276_MARK LOGO: NCGS  
 FA2276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2276+STABILITY: SURFACE MOTION
 FA2276
 FA2276  HISTORY     - Date     Condition        Report By
 FA2276  HISTORY     - 1968     MONUMENTED       NCGS
 FA2276  HISTORY     - 19870303 SEE DESCRIPTION  NCGS
 FA2276
 FA2276                          STATION DESCRIPTION
 FA2276
 FA2276'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2276'BALLARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2276'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2276'
 FA2276'BALLARD IS LOCATED APPROXIMATELY 1.5 MILES SOUTHWEST OF
 FA2276'HARRISBURG.  TO REACH STATION PROCEED FROM THE HARRISBURG POST
 FA2276'OFFICE, GO WEST ON NC 49 FOR 1.4 MILES TO STATION.  WHICH IS
 FA2276'ON THE SOUTH SIDE OF NC 49 AND WEST OF YARD FOR GULF STATION, AT
 FA2276'SOUTH SIDE OF LAKE LYNN LODGE SIGN AND 0.35 MILE EAST OF
 FA2276'CABARRUS-MECKLENBURG COUNTY LINE.
 FA2276'
 FA2276'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2276'BALLARD 1968, SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF
 FA2276'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA2276'
 FA2276'MARK IS
 FA2276'
 FA2276'87.0 FT SSE OF C/L OF NC 49
 FA2276'
 FA2276'35.0 FT S OF PP 158 ON S SIDE OF NC 49, AND WITH ALUMINUM REF. TAG
 FA2276'
 FA2276'3.3 FT SW OF SOUTHERNMOST POST FOR LAKE LYNN LODGE SIGN, AND
 FA2276'WITH ALUMINUM REF. TAG
 FA2276'
 FA2276'104.5 FT ENE OF NE CORNER OF GULF SERVICE STATION
 FA2276'
 FA2276'104.8 FT E OF EAST END OF CONCRETE CURB FOR FRONT GAS PUMPS
 FA2276
 FA2276                          STATION RECOVERY (1987)
 FA2276
 FA2276'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA2276'MARK HAS PROBABLY BEEN DESTROYED.  A NEW NCGS STATION---PRODUCE
 FA2276'1987---HAS BEEN SET IN THE APPROXIMATE LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5727 ***********************************************************************
 EZ5727  DESIGNATION -  BALLARD
 EZ5727  PID         -  EZ5727
 EZ5727  STATE/COUNTY-  NC/RICHMOND
 EZ5727  USGS QUAD   -  ELLERBE (1982)
 EZ5727
 EZ5727                         *CURRENT SURVEY CONTROL
 EZ5727  ___________________________________________________________________
 EZ5727* NAD 83(2001)-  35 04 25.02174(N)    079 45 39.84468(W)     ADJUSTED  
 EZ5727* NAVD 88     -       162.3    (meters)     532.     (feet)  VERTCON   
 EZ5727  ___________________________________________________________________
 EZ5727  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EZ5727  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EZ5727  HORZ ORDER  -  SECOND
 EZ5727
 EZ5727.The horizontal coordinates were established by classical geodetic methods
 EZ5727.and adjusted by the National Geodetic Survey in August 2005.
 EZ5727
 EZ5727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5727
 EZ5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5727
 EZ5727.The geoid height was determined by GEOID03.
 EZ5727
 EZ5727;                    North         East     Units Scale Factor Converg.
 EZ5727;SPC NC       -   147,094.885   540,196.190   MT  0.99987740   -0 26 21.4
 EZ5727;SPC NC       -   482,593.80  1,772,293.67   sFT  0.99987740   -0 26 21.4
 EZ5727;UTM  17      - 3,881,908.807   612,956.266   MT  0.99975725   +0 42 43.2
 EZ5727
 EZ5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5727!SPC NC       -   0.99997939  x   0.99987740  =   0.99985679
 EZ5727!UTM  17      -   0.99997939  x   0.99975725  =   0.99973664
 EZ5727
 EZ5727                          SUPERSEDED SURVEY CONTROL
 EZ5727
 EZ5727  NAD 83(1986)-  35 04 25.02884(N)    079 45 39.84421(W) AD(       ) 2
 EZ5727  NGVD 29 (03/28/90)  162.6    (m)          533.     (f) VERT ANG    3  
 EZ5727
 EZ5727.Superseded values are not recommended for survey control.
 EZ5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5727.See file dsdata.txt to determine how the superseded data were derived.
 EZ5727
 EZ5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1295681909(NAD 83)
 EZ5727_MARKER: DE = TRAVERSE STATION DISK
 EZ5727_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ5727+WITH SETTING: PAVEMENT
 EZ5727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5727+STABILITY: SURFACE MOTION
 EZ5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5727+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2008
 EZ5727
 EZ5727  HISTORY     - Date     Condition        Report By
 EZ5727  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5727  HISTORY     - 20080622 GOOD             GEOCAC
 EZ5727
 EZ5727                          STATION DESCRIPTION
 EZ5727
 EZ5727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5727'THE STATION IS LOCATED IN ELLERBE.
 EZ5727'
 EZ5727'THE STATION IS IN THE SIDEWALK IN SOUTHEAST QUADRANT OF THE
 EZ5727'INTERSECTION OF US 220 (MAIN STREET) WITH SR 1312 (BALLARD STREET).
 EZ5727'
 EZ5727'STATION MARK IS A STANDARD DISK STAMPED---BALLARD 1977---SET FLUSH IN
 EZ5727'DRILL HOLE IN TOP OF CONCRETE SIDEWALK.  THE MARK IS 28.1 FEET EAST OF
 EZ5727'CENTERLINE OF MAIN STREET, 18.9 FEET SOUTH OF CENTERLINE OF BALLARD
 EZ5727'STREET, 50.8 FEET SOUTH OF TOP OF FIRE HYDRANT, 11.7 FEET NORTH-
 EZ5727'NORTHEAST OF POWER POLE WITH LIGHT AND REFERENCE TAG, 13.7 FEET SOUTH
 EZ5727'SOUTHEAST OF SOUTHEAST CORNER OF DROP INLET AND 39.2 FEET SOUTH
 EZ5727'SOUTHWEST OF POWER POLE WITH REFERENCE TAG.
 EZ5727
 EZ5727                          STATION RECOVERY (2008)
 EZ5727
 EZ5727'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 EZ5727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4876 ***********************************************************************
 FA4876  DESIGNATION -  BALLARD
 FA4876  PID         -  FA4876
 FA4876  STATE/COUNTY-  NC/GASTON
 FA4876  USGS QUAD   -  WACO (1973)
 FA4876
 FA4876                         *CURRENT SURVEY CONTROL
 FA4876  ___________________________________________________________________
 FA4876* NAD 83(2001)-  35 22 28.33465(N)    081 22 41.02115(W)     ADJUSTED  
 FA4876* NAVD 88     -       288.6    (meters)     947.     (feet)  VERTCON   
 FA4876  ___________________________________________________________________
 FA4876  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA4876  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA4876  HORZ ORDER  -  SECOND
 FA4876
 FA4876.The horizontal coordinates were established by classical geodetic methods
 FA4876.and adjusted by the National Geodetic Survey in August 2005.
 FA4876
 FA4876.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4876
 FA4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4876
 FA4876.The geoid height was determined by GEOID03.
 FA4876
 FA4876;                    North         East     Units Scale Factor Converg.
 FA4876;SPC NC       -   182,798.003   393,553.874   MT  0.99987488   -1 22 21.2
 FA4876;SPC NC       -   599,729.78  1,291,184.67   sFT  0.99987488   -1 22 21.2
 FA4876;UTM  17      - 3,914,644.715   465,659.120   MT  0.99961453   -0 13 07.9
 FA4876
 FA4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4876!SPC NC       -   0.99995969  x   0.99987488  =   0.99983457
 FA4876!UTM  17      -   0.99995969  x   0.99961453  =   0.99957423
 FA4876
 FA4876                          SUPERSEDED SURVEY CONTROL
 FA4876
 FA4876  NAD 83(1986)-  35 22 28.34899(N)    081 22 41.02195(W) AD(       ) 2
 FA4876  NGVD 29 (09/01/92)  288.8    (m)          948.     (f) VERT ANG    3  
 FA4876
 FA4876.Superseded values are not recommended for survey control.
 FA4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4876.See file dsdata.txt to determine how the superseded data were derived.
 FA4876
 FA4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6565914645(NAD 83)
 FA4876_MARKER: DE = TRAVERSE STATION DISK
 FA4876_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4876_SP_SET: CONCRETE SIDEWALK
 FA4876_STAMPING: BALLARD 1984
 FA4876_MARK LOGO: NCGS  
 FA4876_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4876
 FA4876  HISTORY     - Date     Condition        Report By
 FA4876  HISTORY     - 1984     MONUMENTED       NCGS
 FA4876  HISTORY     - 20000112 GOOD             USPSQD
 FA4876
 FA4876                          STATION DESCRIPTION
 FA4876
 FA4876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4876'STATION IS LOCATED IN CHERRYVILLE.
 FA4876'ALONG NC 274 FOR 0.8 KM (0.5 MI) SOUTH FROM NC 150, AT BALLARD STREET.
 FA4876'MARK IS LEVEL WITH HIGHWAY.  LOCATED 7.1 M (23.3 FT) WEST OF THE
 FA4876'CENTERLINE OF NC 274, 7.7 M (25.3 FT) NORTH-NORTHWEST OF THE
 FA4876'CENTERLINE OF BALLARD STREET, 4.7 M (15.4 FT) EAST OF THE SOUTHEAST
 FA4876'CORNER OF CRAFTY CLEANERS, 15.9 M (52.2 FT) SOUTH-SOUTHEAST OF THE
 FA4876'NORTHEAST CORNER OF THE CLEANERS, AND 3.2 M (10.5 FT) SOUTH-SOUTHWEST
 FA4876'OF THE CENTER OF A STORM DRAIN.
 FA4876
 FA4876                          STATION RECOVERY (2000)
 FA4876
 FA4876'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6075 ***********************************************************************
 AA6075  DESIGNATION -  BALLARD
 AA6075  PID         -  AA6075
 AA6075  STATE/COUNTY-  NC/BUNCOMBE
 AA6075  USGS QUAD   -  FRUITLAND (1990)
 AA6075
 AA6075                         *CURRENT SURVEY CONTROL
 AA6075  ___________________________________________________________________
 AA6075* NAD 83(2001)-  35 28 19.02371(N)    082 27 20.15398(W)     ADJUSTED  
 AA6075* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 AA6075  ___________________________________________________________________
 AA6075  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 AA6075  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AA6075  HORZ ORDER  -  SECOND
 AA6075
 AA6075.The horizontal coordinates were established by classical geodetic methods
 AA6075.and adjusted by the National Geodetic Survey in August 2005.
 AA6075
 AA6075.The orthometric height was scaled from a topographic map.
 AA6075
 AA6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6075
 AA6075.The geoid height was determined by GEOID03.
 AA6075
 AA6075;                    North         East     Units Scale Factor Converg.
 AA6075;SPC NC       -   196,474.264   296,068.912   MT  0.99987995   -1 59 40.1
 AA6075;SPC NC       -   644,599.31    971,352.76   sFT  0.99987995   -1 59 40.1
 AA6075;UTM  17      - 3,926,356.285   367,936.720   MT  0.99981493   -0 50 41.3
 AA6075
 AA6075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6075!SPC NC       -   0.99990159  x   0.99987995  =   0.99978155
 AA6075!UTM  17      -   0.99990159  x   0.99981493  =   0.99971653
 AA6075
 AA6075                          SUPERSEDED SURVEY CONTROL
 AA6075
 AA6075  NAD 83(1986)-  35 28 19.02985(N)    082 27 20.15384(W) AD(       ) 2
 AA6075
 AA6075.Superseded values are not recommended for survey control.
 AA6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6075.See file dsdata.txt to determine how the superseded data were derived.
 AA6075
 AA6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6793726356(NAD 83)
 AA6075_MARKER: DE = TRAVERSE STATION DISK
 AA6075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6075_SP_SET: CONCRETE POST
 AA6075_STAMPING: BALLARD 1984
 AA6075_MARK LOGO: NCGS  
 AA6075_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6075+STABILITY: SURFACE MOTION
 AA6075
 AA6075  HISTORY     - Date     Condition        Report By
 AA6075  HISTORY     - 1984     MONUMENTED       NCGS
 AA6075
 AA6075                          STATION DESCRIPTION
 AA6075
 AA6075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6075'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF ARDEN AND 10.2 MI
 AA6075'(16.4 KM) SOUTH-SOUTHEAST OF ASHEVILLE. ALONG SR 3136 (CANE CREEK
 AA6075'ROAD) FOR 1.85 MI (2.98 KM) NORTHEAST FROM THE SR 3116 (MILLS GAP
 AA6075'ROAD) INTERSECTION, IN NORTHWEST SHOULDER, NEAR --THE BALLARD--
 AA6075'RESIDENCE, OR 0.3 MI (0.5 KM) SOUTHWEST OF SR 3138. MARK IS RECESSED 2
 AA6075'INCHES BELOW GROUND AND IS ABOUT LEVEL WITH THE ROAD. LOCATED 17.4 FT
 AA6075'(5.3 M) NORTHWEST OF THE CENTERLINE OF SR 3136, 132.0 FT (40.2 M)
 AA6075'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 21.6 FT (6.6
 AA6075'M) EAST OF A 14-INCH MAPLE, 16.4 FT (5.0 M) EAST-SOUTHEAST OF AN
 AA6075'8-INCH FORKED CHERRY, AND 43.2 FT (13.2 M) NORTHWEST OF AND ACROSS THE
 AA6075'ROAD FROM A TELEPHONE PEDESTAL AND POLE (65) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9248 ***********************************************************************
 DJ9248  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9248  DESIGNATION -  BALLARD
 DJ9248  PID         -  DJ9248
 DJ9248  STATE/COUNTY-  NC/MARTIN
 DJ9248  USGS QUAD   -  HAMILTON (1981)
 DJ9248
 DJ9248                         *CURRENT SURVEY CONTROL
 DJ9248  ___________________________________________________________________
 DJ9248* NAD 83(2007)-  35 54 07.49659(N)    077 08 56.05237(W)     ADJUSTED  
 DJ9248* NAVD 88     -        15.03   (meters)      49.3    (feet)  GPS OBS   
 DJ9248  ___________________________________________________________________
 DJ9248  EPOCH DATE  -        2002.00
 DJ9248  X           -   1,150,426.387 (meters)                     COMP
 DJ9248  Y           -  -5,042,800.256 (meters)                     COMP
 DJ9248  Z           -   3,719,384.367 (meters)                     COMP
 DJ9248  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DJ9248  ELLIP HEIGHT-         -20.612 (meters)          (06/18/07) ADJUSTED
 DJ9248  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 DJ9248  HORZ ORDER  -  FIRST
 DJ9248  ELLP ORDER  -  FOURTH    CLASS II
 DJ9248
 DJ9248.The horizontal coordinates were established by GPS observations
 DJ9248.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9248
 DJ9248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9248.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9248.The epoch date for horizontal control is a decimal equivalence
 DJ9248.of Year/Month/Day.
 DJ9248
 DJ9248.The orthometric height was determined by GPS observations and a
 DJ9248.high-resolution geoid model.
 DJ9248.The orthometric height was determined by GPS observations and a
 DJ9248.high-resolution geoid model using precise GPS observation and
 DJ9248.processing techniques.
 DJ9248
 DJ9248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9248
 DJ9248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9248
 DJ9248.The ellipsoidal height was determined by GPS observations
 DJ9248.and is referenced to NAD 83.
 DJ9248
 DJ9248.The geoid height was determined by GEOID03.
 DJ9248
 DJ9248;                    North         East     Units Scale Factor Converg.
 DJ9248;SPC NC       -   240,294.428   776,688.762   MT  0.99993689   +1 04 06.2
 DJ9248;SPC NC       -   788,365.97  2,548,186.38   sFT  0.99993689   +1 04 06.2
 DJ9248;UTM  18      - 3,975,221.196   306,070.983   MT  1.00006344   -1 15 37.8
 DJ9248
 DJ9248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9248!SPC NC       -   1.00000324  x   0.99993689  =   0.99994012
 DJ9248!UTM  18      -   1.00000324  x   1.00006344  =   1.00006668
 DJ9248
 DJ9248:                Primary Azimuth Mark                     Grid Az
 DJ9248:SPC NC       -  ROAD                                     206 10 27.1
 DJ9248:UTM  18      -  ROAD                                     208 30 11.1
 DJ9248
 DJ9248|---------------------------------------------------------------------|
 DJ9248| PID    Reference Object                     Distance      Geod. Az  |
 DJ9248|                                                           dddmmss.s |
 DJ9248| DJ9249 ROAD                                APPROX. 0.6 KM 2071433.3 |
 DJ9248|---------------------------------------------------------------------|
 DJ9248
 DJ9248                          SUPERSEDED SURVEY CONTROL
 DJ9248
 DJ9248.No superseded survey control is available for this station.
 DJ9248
 DJ9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0607175221(NAD 83)
 DJ9248_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9248_STAMPING: BALLARD 2006
 DJ9248_MARK LOGO: NCGS  
 DJ9248_PROJECTION: FLUSH
 DJ9248_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9248+STABILITY: SURFACE MOTION
 DJ9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9248+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DJ9248
 DJ9248  HISTORY     - Date     Condition        Report By
 DJ9248  HISTORY     - 20060814 MONUMENTED       NCGS
 DJ9248
 DJ9248                          STATION DESCRIPTION
 DJ9248
 DJ9248'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9248'STATION IS LOCATED ABOUT 6.1 MI (9.82 KM) WEST-NORTHWEST OF
 DJ9248'WILLIAMSTON AND 4.4 MI (7.08 KM) SOUTHEAST OF HAMILTON.
 DJ9248' 
 DJ9248'PROCEED ALONG NC 125 FOR 6.2 MI (9.98 KM) WEST FROM THE INTERSECTION
 DJ9248'WITH US 17 BUSINESS, IN WILLIAMSTON, TO SR 1415 (BALLARD RD), THENCE
 DJ9248'ALONG SR 1415 FOR 1.25 MI (2.01 KM) NORTH TO STATION NEAR GRAVEL DRIVE
 DJ9248'TO ABANDONED FARM HOUSE.
 DJ9248' 
 DJ9248'MARK IS LEVEL WITH THE CENTERLINE OF SR 1415 AND IS FLUSH WITH THE
 DJ9248'GROUND.  LOCATED 28.9 FT (8.8 M) SOUTHEAST OF THE CENTERLINE OF SR
 DJ9248'1415, 12 FT (3.7 M) SOUTHWEST OF THE CENTER OF SOIL DRIVE LEADING
 DJ9248'EASTERLY TO OLD ABANDONED HOUSE, 7.4 FT (2.3 M) EAST OF THE SOUTHWEST
 DJ9248'END OF DRIVE CULVERT AND 23.7 FT (7.2 M) SOUTH-SOUTHWEST OF THE
 DJ9248'NORTHEAST END OF DRIVE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1818 ***********************************************************************
 EY1818  DESIGNATION -  BALLARDS
 EY1818  PID         -  EY1818
 EY1818  STATE/COUNTY-  NC/PITT
 EY1818  USGS QUAD   -  FARMVILLE (1981)
 EY1818
 EY1818                         *CURRENT SURVEY CONTROL
 EY1818  ___________________________________________________________________
 EY1818* NAD 83(2001)-  35 32 54.77310(N)    077 30 10.45468(W)     ADJUSTED  
 EY1818* NAVD 88     -        24.218  (meters)      79.46   (feet)  ADJUSTED  
 EY1818  ___________________________________________________________________
 EY1818  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 EY1818  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 EY1818  DYNAMIC HT  -          24.197 (meters)      79.39  (feet)  COMP
 EY1818  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 EY1818
 EY1818  HORZ ORDER  -  SECOND
 EY1818  VERT ORDER  -  SECOND    CLASS II
 EY1818
 EY1818.The horizontal coordinates were established by classical geodetic methods
 EY1818.and adjusted by the National Geodetic Survey in August 2005.
 EY1818
 EY1818.The orthometric height was determined by differential leveling
 EY1818.and adjusted in June 1991.
 EY1818
 EY1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1818
 EY1818.The geoid height was determined by GEOID03.
 EY1818
 EY1818.The dynamic height is computed by dividing the NAVD 88
 EY1818.geopotential number by the normal gravity value computed on the
 EY1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1818.degrees latitude (g = 980.6199 gals.).
 EY1818
 EY1818.The modeled gravity was interpolated from observed gravity values.
 EY1818
 EY1818;                    North         East     Units Scale Factor Converg.
 EY1818;SPC NC       -   200,537.600   745,329.418   MT  0.99988596   +0 51 50.7
 EY1818;SPC NC       -   657,930.44  2,445,301.60   sFT  0.99988596   +0 51 50.7
 EY1818;UTM  18      - 3,936,759.928   273,116.961   MT  1.00023439   -1 27 20.8
 EY1818
 EY1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1818!SPC NC       -   1.00000181  x   0.99988596  =   0.99988777
 EY1818!UTM  18      -   1.00000181  x   1.00023439  =   1.00023620
 EY1818
 EY1818                          SUPERSEDED SURVEY CONTROL
 EY1818
 EY1818  NAD 83(1986)-  35 32 54.78425(N)    077 30 10.46368(W) AD(       ) 2
 EY1818  NGVD 29 (10/26/90)   24.57   (m)           80.6    (f) LEVELING    3  
 EY1818
 EY1818.Superseded values are not recommended for survey control.
 EY1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1818.See file dsdata.txt to determine how the superseded data were derived.
 EY1818
 EY1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7311736760(NAD 83)
 EY1818_MARKER: DE = TRAVERSE STATION DISK
 EY1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1818_SP_SET: CONCRETE POST
 EY1818_STAMPING: BALLARDS 1979
 EY1818_MARK LOGO: NCGS  
 EY1818_PROJECTION: FLUSH
 EY1818_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1818+STABILITY: SURFACE MOTION
 EY1818
 EY1818  HISTORY     - Date     Condition        Report By
 EY1818  HISTORY     - 1979     MONUMENTED       NCGS
 EY1818  HISTORY     - 1980     GOOD             NCGS
 EY1818  HISTORY     - 1986     GOOD             USPSQD
 EY1818  HISTORY     - 1989     GOOD             USPSQD
 EY1818  HISTORY     - 1989     GOOD             USPSQD
 EY1818  HISTORY     - 20051212 MARK NOT FOUND   USPSQD
 EY1818
 EY1818                          STATION DESCRIPTION
 EY1818
 EY1818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1818'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES SOUTHEAST OF FARMVILLE
 EY1818'AND 5.8 MILES WEST OF WINTERVILLE.
 EY1818'
 EY1818'TO REACH STATION FROM INTERSECTION OF US 264 WITH US 13 SOUTHEAST OF
 EY1818'FARMVILLE, PROCEED EASTERLY ALONG US 13 AND US 264 FOR 2.3 MILES TO
 EY1818'SR 1138 AT BALLARDS CROSSROADS AND STATION IN THE NORTHEAST QUADRANT.
 EY1818'
 EY1818'STATION MARK IS A STANDARD DISK STAMPED---BALLARDS 1979---SET IN TOP
 EY1818'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE.
 EY1818'THE MARK IS 21.4 FEET NORTH OF CENTERLINE OF US 264, 74.7 FEET EAST OF
 EY1818'SOUTH END OF TRAFFIC ISLAND ON NORTH SIDE OF US 264, 27.0 FEET
 EY1818'SOUTHWEST OF 30 INCH SYCAMORE WITH REFERENCE TAG, 38.5 FEET
 EY1818'SOUTH-SOUTHEAST OF CITGO SIGN POST AND 6.7 FEET EAST-SOUTHEAST OF
 EY1818'BALLARDS CROSSROADS SIGN POST WITH REFERENCE TAG.
 EY1818
 EY1818                          STATION RECOVERY (1980)
 EY1818
 EY1818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1818'5.7 MI SE FROM FARMVILLE.
 EY1818'2.3 MILES EASTERLY ALONG U.S. 13 - U.S. 264 FROM THEIR JUNCTION
 EY1818'SOUTHEAST OF FARMVILLE, IN THE NORTHEAST QUADRANT OF BALLARDS
 EY1818'CROSSROADS, 21.4 FEET NORTH OF CENTERLINE OF HIGHWAY, 74.7 FEET EAST
 EY1818'OF SOUTH END OF TRAFFIC ISLAND IN SR 1138, 27.0 FEET SOUTHWEST OF
 EY1818'30 INCH SYCAMORE WITH REFERENCE TAG, 38.5 FEET SOUTH-SOUTHEAST OF
 EY1818'CITGO SIGN POST AND 6.7 FEET EAST-SOUTHEAST OF BALLARDS CROSSROADS
 EY1818'SIGN POST WITH REFERENCE TAG.
 EY1818'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1818
 EY1818                          STATION RECOVERY (1986)
 EY1818
 EY1818'RECOVERY NOTE BY US POWER SQUADRON 1986 (DB)
 EY1818'RECOVERED IN GOOD CONDITION.
 EY1818
 EY1818                          STATION RECOVERY (1989)
 EY1818
 EY1818'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1818'RECOVERED IN GOOD CONDITION.
 EY1818
 EY1818                          STATION RECOVERY (1989)
 EY1818
 EY1818'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1818'RECOVERED IN GOOD CONDITION.
 EY1818
 EY1818                          STATION RECOVERY (2005)
 EY1818
 EY1818'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1818'THE HIGHWAY HAS BEEN WIDENED AT THE INTERSECTION AND IT APPEARS THE
 EY1818'MARK MAY BE UNDER THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0532 ***********************************************************************
 EX0532  DESIGNATION -  BALLAST POINT
 EX0532  PID         -  EX0532
 EX0532  STATE/COUNTY-  NC/DARE
 EX0532  USGS QUAD   -  MANTEO (1983)
 EX0532
 EX0532                         *CURRENT SURVEY CONTROL
 EX0532  ___________________________________________________________________
 EX0532* NAD 83(2001)-  35 54 36.75742(N)    075 38 47.69216(W)     ADJUSTED  
 EX0532* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0532  ___________________________________________________________________
 EX0532  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EX0532  GEOID HEIGHT-         -38.98  (meters)                     GEOID03
 EX0532  HORZ ORDER  -  THIRD
 EX0532
 EX0532.The horizontal coordinates were established by classical geodetic methods
 EX0532.and adjusted by the National Geodetic Survey in August 2005.
 EX0532
 EX0532.The orthometric height was scaled from a topographic map.
 EX0532
 EX0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0532
 EX0532.The geoid height was determined by GEOID03.
 EX0532
 EX0532;                    North         East     Units Scale Factor Converg.
 EX0532;SPC NC       -   244,750.239   912,224.027   MT  0.99993851   +1 56 07.8
 EX0532;SPC NC       -   802,984.74  2,992,855.00   sFT  0.99993851   +1 56 07.8
 EX0532;UTM  18      - 3,974,182.628   441,658.800   MT  0.99964194   -0 22 45.3
 EX0532
 EX0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0532!SPC NC       -   1.00000601  x   0.99993851  =   0.99994452
 EX0532!UTM  18      -   1.00000601  x   0.99964194  =   0.99964795
 EX0532
 EX0532:                Primary Azimuth Mark                     Grid Az
 EX0532:SPC NC       -  CHIMNEY ON SHANTY                        129 06 45.8
 EX0532:UTM  18      -  CHIMNEY ON SHANTY                        131 25 38.9
 EX0532
 EX0532|---------------------------------------------------------------------|
 EX0532| PID    Reference Object                     Distance      Geod. Az  |
 EX0532|                                                           dddmmss.s |
 EX0532| EX0457 CHIMNEY ON SHANTY                   APPROX. 3.6 KM 1310253.6 |
 EX0532| EX0475 BODIE ISLAND LIGHTHOUSE             APPROX.12.6 KM 1432921.6 |
 EX0532| EX0565 MANTEO COURTHOUSE FLAGPOLE          APPROX. 2.1 KM 2685700.4 |
 EX0532| EX0545 MANTEO ICE PLANT STACK              APPROX. 1.9 KM 2725206.4 |
 EX0532| EX0560 BAUM POINT LIGHT                    APPROX. 0.9 KM 3393403.4 |
 EX0532| EX0544 MANTEO BEACON 2                     APPROX. 3.6 KM 3411813.0 |
 EX0532|---------------------------------------------------------------------|
 EX0532
 EX0532                          SUPERSEDED SURVEY CONTROL
 EX0532
 EX0532  NAD 83(1986)-  35 54 36.77547(N)    075 38 47.70049(W) AD(       ) 3
 EX0532  NAD 27      -  35 54 36.16000(N)    075 38 49.07000(W) AD(       ) 3
 EX0532
 EX0532.Superseded values are not recommended for survey control.
 EX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0532.See file dsdata.txt to determine how the superseded data were derived.
 EX0532
 EX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4165974183(NAD 83)
 EX0532_MARK LOGO: CGS   
 EX0532
 EX0532  HISTORY     - Date     Condition        Report By
 EX0532  HISTORY     - 1915     MONUMENTED       CGS
 EX0532  HISTORY     - 1933     MARK NOT FOUND   CGS
 EX0532
 EX0532                          STATION DESCRIPTION
 EX0532
 EX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0532'A THOROUGH SEARCH FOR THE STATION PROVED FRUITLESS.  THIS
 EX0532'STATION WAS ALSO REPORTED LOST IN 1931 (USE CARD 398).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7882 ***********************************************************************
 AE7882  DESIGNATION -  BALLEW
 AE7882  PID         -  AE7882
 AE7882  STATE/COUNTY-  NC/MCDOWELL
 AE7882  USGS QUAD   -  MARION WEST (1994)
 AE7882
 AE7882                         *CURRENT SURVEY CONTROL
 AE7882  ___________________________________________________________________
 AE7882* NAD 83(2001)-  35 41 34.39246(N)    082 01 22.15003(W)     ADJUSTED  
 AE7882* NAVD 88     -       398.476  (meters)    1307.33   (feet)  ADJUSTED  
 AE7882  ___________________________________________________________________
 AE7882  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 AE7882  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AE7882  DYNAMIC HT  -         398.076 (meters)    1306.02  (feet)  COMP
 AE7882  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 AE7882
 AE7882  HORZ ORDER  -  SECOND
 AE7882  VERT ORDER  -  SECOND    CLASS II
 AE7882
 AE7882.The horizontal coordinates were established by classical geodetic methods
 AE7882.and adjusted by the National Geodetic Survey in August 2005.
 AE7882
 AE7882.The orthometric height was determined by differential leveling
 AE7882.and adjusted in May 1998.
 AE7882
 AE7882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7882
 AE7882.The geoid height was determined by GEOID03.
 AE7882
 AE7882.The dynamic height is computed by dividing the NAVD 88
 AE7882.geopotential number by the normal gravity value computed on the
 AE7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7882.degrees latitude (g = 980.6199 gals.).
 AE7882
 AE7882.The modeled gravity was interpolated from observed gravity values.
 AE7882
 AE7882;                    North         East     Units Scale Factor Converg.
 AE7882;SPC NC       -   219,691.992   336,068.906   MT  0.99990215   -1 44 40.9
 AE7882;SPC NC       -   720,772.81  1,102,586.07   sFT  0.99990215   -1 44 40.9
 AE7882;UTM  17      - 3,950,367.940   407,458.038   MT  0.99970553   -0 35 48.5
 AE7882
 AE7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7882!SPC NC       -   0.99994241  x   0.99990215  =   0.99984457
 AE7882!UTM  17      -   0.99994241  x   0.99970553  =   0.99964796
 AE7882
 AE7882                          SUPERSEDED SURVEY CONTROL
 AE7882
 AE7882  NAD 83(1995)-  35 41 34.39252(N)    082 01 22.14983(W) AD(       ) 2
 AE7882  NAD 83(1986)-  35 41 34.40069(N)    082 01 22.15084(W) AD(       ) 2
 AE7882  NGVD 29 (05/27/98)  398.64   (m)         1307.9    (f) LEVELING    3  
 AE7882
 AE7882.Superseded values are not recommended for survey control.
 AE7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7882.See file dsdata.txt to determine how the superseded data were derived.
 AE7882
 AE7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0745850368(NAD 83)
 AE7882_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7882_STAMPING: BALLEW 1986
 AE7882_MARK LOGO: NCGS  
 AE7882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7882+STABILITY: SURFACE MOTION
 AE7882
 AE7882  HISTORY     - Date     Condition        Report By
 AE7882  HISTORY     - 1986     MONUMENTED       NCGS
 AE7882
 AE7882                          STATION DESCRIPTION
 AE7882
 AE7882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE7882'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF MARION. ALONG
 AE7882'NORTH MAIN STREET (US 70-US 221 BUS) FOR 1.6 KM (1.00 MI) NORTHWEST
 AE7882'FROM THE COUNTY COURTHOUSE, IN THE SOUTHEAST END OF A GRASSY ISLAND
 AE7882'AND ON PROLONGATION OF A CHAIN LINK PROPERTY FENCE BETWEEN B AND J
 AE7882'AUTO DEALERSHIP AND A CAR WASH. MARK IS FLUSH WITH GROUND AND LEVEL
 AE7882'WITH HIGHWAY. LOCATED 46.5 FT (14.2 M) SOUTHWEST FROM THE CENTERLINE
 AE7882'OF HIGHWAY, 6.2 FT (1.9 M) SOUTH-SOUTHWEST FROM A SEWER MANHOLE, 7.5
 AE7882'FT (2.3 M) NORTHEAST FROM A METAL LIGHT POLE, 59.4 FT (18.1 M)
 AE7882'NORTHWEST FROM THE CENTER OF A WATER METER, 83.5 FT (25.5 M)
 AE7882'NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF STONE AND METAL CAR WASH
 AE7882'BUILDING, AND 10.3 FT (3.1 M) NORTHEAST OF THE END FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9752 ***********************************************************************
 AG9752  DESIGNATION -  BALLFIELD
 AG9752  PID         -  AG9752
 AG9752  STATE/COUNTY-  NC/RICHMOND
 AG9752  USGS QUAD   -  ELLERBE (1982)
 AG9752
 AG9752                         *CURRENT SURVEY CONTROL
 AG9752  ___________________________________________________________________
 AG9752* NAD 83(2007)-  35 04 45.87140(N)    079 45 15.10746(W)     ADJUSTED  
 AG9752* NAVD 88     -       162.5    (meters)     533.     (feet)  GPS OBS   
 AG9752  ___________________________________________________________________
 AG9752  EPOCH DATE  -        2002.00
 AG9752  X           -     929,463.163 (meters)                     COMP
 AG9752  Y           -  -5,142,149.475 (meters)                     COMP
 AG9752  Z           -   3,645,155.418 (meters)                     COMP
 AG9752  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 AG9752  ELLIP HEIGHT-         131.411 (meters)          (02/10/07) ADJUSTED
 AG9752  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AG9752
 AG9752  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9752  Type    PID    Designation                      North   East  Ellip
 AG9752  -------------------------------------------------------------------
 AG9752  NETWORK AG9752 BALLFIELD                         0.51   0.45   1.39
 AG9752  -------------------------------------------------------------------
 AG9752
 AG9752.The horizontal coordinates were established by GPS observations
 AG9752.and adjusted by the National Geodetic Survey in February 2007.
 AG9752
 AG9752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9752.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9752.The horizontal coordinates are valid at the epoch date displayed above.
 AG9752.The epoch date for horizontal control is a decimal equivalence
 AG9752.of Year/Month/Day.
 AG9752
 AG9752.The orthometric height was determined by GPS observations and a
 AG9752.high-resolution geoid model.
 AG9752
 AG9752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9752
 AG9752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9752
 AG9752.The ellipsoidal height was determined by GPS observations
 AG9752.and is referenced to NAD 83.
 AG9752
 AG9752.The geoid height was determined by GEOID03.
 AG9752
 AG9752;                    North         East     Units Scale Factor Converg.
 AG9752;SPC NC       -   147,732.534   540,827.696   MT  0.99987709   -0 26 07.1
 AG9752;SPC NC       -   484,685.82  1,774,365.53   sFT  0.99987709   -0 26 07.1
 AG9752;UTM  17      - 3,882,558.938   613,574.758   MT  0.99975897   +0 42 57.8
 AG9752
 AG9752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9752!SPC NC       -   0.99997937  x   0.99987709  =   0.99985647
 AG9752!UTM  17      -   0.99997937  x   0.99975897  =   0.99973835
 AG9752
 AG9752                          SUPERSEDED SURVEY CONTROL
 AG9752
 AG9752  NAD 83(2001)-  35 04 45.87142(N)    079 45 15.10748(W) AD(       ) 1
 AG9752  ELLIP H (03/13/03)  131.423  (m)                       GP(       ) 4 2
 AG9752  NAD 83(1986)-  35 04 45.87968(N)    079 45 15.11292(W) AD(       ) 1
 AG9752
 AG9752.Superseded values are not recommended for survey control.
 AG9752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9752.See file dsdata.txt to determine how the superseded data were derived.
 AG9752
 AG9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1357582559(NAD 83)
 AG9752_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9752_STAMPING: BALLFIELD 1993
 AG9752_MARK LOGO: NCGS  
 AG9752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9752+STABILITY: SURFACE MOTION
 AG9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9752+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9752
 AG9752  HISTORY     - Date     Condition        Report By
 AG9752  HISTORY     - 1993     MONUMENTED       NCGS
 AG9752
 AG9752                          STATION DESCRIPTION
 AG9752
 AG9752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9752'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF ELLERBE. PROCEED
 AG9752'ALONG SR 1452 (CHURCH STREET) FOR 0.1 MI (0.2 KM) EAST FROM US 220
 AG9752'(MAIN STREET), THENCE NORTH FOR 0.55 MI (0.89 KM) ALONG SR 1453
 AG9752'(CRAWFORD ROAD) TO STATION AT THE ENTRANCE DRIVE TO BALLFIELD. MARK IS
 AG9752'ABOUT LEVEL WITH THE ROAD AND IS RECESSED 1 INCH BELOW THE GROUND.
 AG9752'LOCATED 27.5 FT (8.4 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 14.0
 AG9752'FT (4.3 M) SOUTHWEST OF THE CENTER OF A DIRT DRIVE, 31.3 FT (9.5 M)
 AG9752'SOUTHWEST OF A METAL GATE POLE (SOUTHERN MOST OF TWO), 84.3 FT (25.7
 AG9752'M) WEST-NORTHWEST OF EASTERN MOST METAL POLE, 198.2 FT (60.4 M) NORTH
 AG9752'OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE, AND 163.2 FT (49.7 M)
 AG9752'NORTH-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2890 ***********************************************************************
 AB2890  DESIGNATION -  BALLS
 AB2890  PID         -  AB2890
 AB2890  STATE/COUNTY-  NC/DURHAM
 AB2890  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2890
 AB2890                         *CURRENT SURVEY CONTROL
 AB2890  ___________________________________________________________________
 AB2890* NAD 83(2001)-  35 53 45.91237(N)    078 57 31.51686(W)     ADJUSTED  
 AB2890* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 AB2890  ___________________________________________________________________
 AB2890  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 AB2890  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 AB2890  HORZ ORDER  -  SECOND
 AB2890
 AB2890.The horizontal coordinates were established by classical geodetic methods
 AB2890.and adjusted by the National Geodetic Survey in August 2005.
 AB2890
 AB2890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2890
 AB2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2890
 AB2890.The geoid height was determined by GEOID03.
 AB2890
 AB2890;                    North         East     Units Scale Factor Converg.
 AB2890;SPC NC       -   238,072.096   613,324.683   MT  0.99993571   +0 01 25.7
 AB2890;SPC NC       -   781,074.87  2,012,216.06   sFT  0.99993571   +0 01 25.7
 AB2890;UTM  17      - 3,974,347.624   684,225.920   MT  1.00001822   +1 11 49.8
 AB2890
 AB2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2890!SPC NC       -   0.99999095  x   0.99993571  =   0.99992666
 AB2890!UTM  17      -   0.99999095  x   1.00001822  =   1.00000917
 AB2890
 AB2890                          SUPERSEDED SURVEY CONTROL
 AB2890
 AB2890  NAD 83(1986)-  35 53 45.91730(N)    078 57 31.52501(W) AD(       ) 2
 AB2890  NGVD 29 (04/29/96)   89.3    (m)          293.     (f) VERT ANG    3  
 AB2890
 AB2890.Superseded values are not recommended for survey control.
 AB2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2890.See file dsdata.txt to determine how the superseded data were derived.
 AB2890
 AB2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8422674348(NAD 83)
 AB2890_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2890_STAMPING: BALLS 1984
 AB2890_MARK LOGO: NCGS  
 AB2890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2890+STABILITY: SURFACE MOTION
 AB2890
 AB2890  HISTORY     - Date     Condition        Report By
 AB2890  HISTORY     - 1984     MONUMENTED       NCGS
 AB2890  HISTORY     - 19880101 GOOD             NCGS
 AB2890
 AB2890                          STATION DESCRIPTION
 AB2890
 AB2890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2890'STATION IS ABOUT 12.1 KMS (7.5 MILES) SOUTH-SOUTHWEST OF DURHAM.$ALONG
 AB2890'NC 751 FOR 0.9 KM (0.6 MI) SOUTH FROM I-40 UNDERPASS, OR 0.3 KM (0.2
 AB2890'MI) NORTH OF SR 1192 INTERSECTION, AT CREST OF HILL JUST SOUTH OF
 AB2890'GRAVEL DRIVE TO FRAME HOUSE.$MARK IS 1 FOOT LOWER THAN HIGHWAY AND
 AB2890'RECESSED 7 INCHES BELOW GROUND. LOCATED 4.1 M (13.5 FT) WEST OF THE
 AB2890'CENTERLINE OF HIGHWAY, 13.9 M (45.6 FT) SOUTHWEST OF THE SOUTH END OF
 AB2890'DRIVEWAY CULVERT ACROSS HIGHWAY, 19.1 M (62.7 FT) SOUTH-SOUTHWEST OF
 AB2890'THE NORTH END OF ABOVE CULVERT--AND 9.8 M (32.2 FT) EAST OF A POWER
 AB2890'POLE, 16.4 M (53.8 FT) WEST-SOUTHWEST OF A SERVICE POLE WITH
 AB2890'TRANSFORMER, 22.3 M (73.2 FT) NORTHEAST OF A 10-INCH PINE--ALL WITH
 AB2890'REFERENCE TAGS.
 AB2890
 AB2890                          STATION RECOVERY (1988)
 AB2890
 AB2890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2890'RECOVERED AS DESCRIBED.  MARK IS RECESSED 10 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3560 ***********************************************************************
 EY3560  DESIGNATION -  BALLS ISLAND 2 RESET
 EY3560  PID         -  EY3560
 EY3560  STATE/COUNTY-  NC/PAMLICO
 EY3560  USGS QUAD   -  JONES BAY (1993)
 EY3560
 EY3560                         *CURRENT SURVEY CONTROL
 EY3560  ___________________________________________________________________
 EY3560* NAD 83(2001)-  35 11 41.22727(N)    076 33 56.29422(W)     ADJUSTED  
 EY3560* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3560  ___________________________________________________________________
 EY3560  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 EY3560  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 EY3560  HORZ ORDER  -  THIRD
 EY3560
 EY3560.The horizontal coordinates were established by classical geodetic methods
 EY3560.and adjusted by the National Geodetic Survey in August 2005.
 EY3560
 EY3560.The orthometric height was scaled from a topographic map.
 EY3560
 EY3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3560
 EY3560.The geoid height was determined by GEOID03.
 EY3560
 EY3560;                    North         East     Units Scale Factor Converg.
 EY3560;SPC NC       -   162,987.775   831,251.473   MT  0.99987308   +1 24 18.2
 EY3560;SPC NC       -   534,735.73  2,727,197.54   sFT  0.99987308   +1 24 18.2
 EY3560;UTM  18      - 3,895,766.933   357,466.387   MT  0.99985038   -0 54 09.1
 EY3560
 EY3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3560!SPC NC       -   1.00000592  x   0.99987308  =   0.99987900
 EY3560!UTM  18      -   1.00000592  x   0.99985038  =   0.99985630
 EY3560
 EY3560|---------------------------------------------------------------------|
 EY3560| PID    Reference Object                     Distance      Geod. Az  |
 EY3560|                                                           dddmmss.s |
 EY3560| EY4744 BALLS ISLAND 2 RM 1                  17.900 METERS 00554     |
 EY3560| EY4745 BALLS ISLAND 2 RM 2                  15.950 METERS 07512     |
 EY3560| EY3562 BAY POINT BEACON                    APPROX. 6.0 KM 1142906.7 |
 EY3560| EY3581 MAW POINT BEACON                    APPROX. 8.0 KM 1442419.9 |
 EY3560| EY3566 BAY RIVER BEACON 42                 APPROX. 1.8 KM 1594142.9 |
 EY3560| EY3585 PINE TREE POINT BEACON 42           APPROX. 1.7 KM 1613053.0 |
 EY3560| EY3590 WIND                                APPROX. 2.7 KM 2102205.4 |
 EY3560| EY3565 BAY RIVER BEACON 41                 APPROX. 1.3 KM 2694801.7 |
 EY3560| EY3569 BEACON 40A                          APPROX. 2.0 KM 2952330.6 |
 EY3560|---------------------------------------------------------------------|
 EY3560
 EY3560                          SUPERSEDED SURVEY CONTROL
 EY3560
 EY3560  NAD 83(1986)-  35 11 41.24111(N)    076 33 56.30667(W) AD(       ) 3
 EY3560  NAD 27      -  35 11 40.64600(N)    076 33 57.55800(W) AD(       ) 3
 EY3560
 EY3560.Superseded values are not recommended for survey control.
 EY3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3560.See file dsdata.txt to determine how the superseded data were derived.
 EY3560
 EY3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5746695767(NAD 83)
 EY3560_MARKER: I = METAL ROD
 EY3560_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3560_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3560
 EY3560  HISTORY     - Date     Condition        Report By
 EY3560  HISTORY     - 1913     MONUMENTED       CGS
 EY3560  HISTORY     - 1932     SEE DESCRIPTION  CGS
 EY3560  HISTORY     - 1935     GOOD             CGS
 EY3560  HISTORY     - 1948     GOOD             CGS
 EY3560
 EY3560                          STATION DESCRIPTION
 EY3560
 EY3560'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3560'STATION IS ON THE N SIDE OF BAY RIVER, ON A SMALL GRASS-COVERED
 EY3560'ISLAND CALLED BALLS ISLAND, NEAR THE WESTERN END OF THE ISLAND,
 EY3560'ABOUT 15 YARDS N FROM THE SHORE ON A LINE FROM NEUSE RIVER
 EY3560'LIGHTHOUSE.
 EY3560'
 EY3560'THE STATION IS MARKED BY 1 1/2-INCH IRON PIPE, 5 FEET LONG
 EY3560'PROJECTING 8 INCHES ABOVE GROUND.  A LONE PINE TREE NEAR THE
 EY3560'STATION WAS MARKED WITH AN ELLIPTICAL-SHAPED BLAZE TO AID IN
 EY3560'LOCATING THE STATION.
 EY3560
 EY3560                          STATION RECOVERY (1932)
 EY3560
 EY3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3560'STATION IS LOCATED ON THE N SIDE OF BAY RIVER, NEAR WESTERN END
 EY3560'OF BALLS ISLAND.  THE IRON PIPE STATION WAS FOUND 4 YARDS IN FROM
 EY3560'SHORE.  REFERENCE MARKS NOT RECOVERED.
 EY3560'
 EY3560'THE STATION WAS RENOVATED BY DRIVING DOWN THE PIPE AND CENTERING
 EY3560'OVER IT A STANDARD DISK STAMPED, BALLS ISLAND 2, 1932, IN THE
 EY3560'TOP OF A CEMENT-FILLED 8-INCH TERRA-COTTA PIPE, AS DESCRIBED.
 EY3560'
 EY3560'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.50 METERS.
 EY3560
 EY3560                          STATION RECOVERY (1935)
 EY3560
 EY3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3560'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 EY3560'DISTANCE FROM THE STATION TO THE W END OF THE ISLAND IS 25.9
 EY3560'METERS, TO THE E END 53.0 METERS, TO THE N SIDE 19.0 METERS, AND
 EY3560'TO THE S SIDE 4.3 METERS.
 EY3560
 EY3560                          STATION RECOVERY (1948)
 EY3560
 EY3560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3560'R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.  STATION IS 5.8 METERS
 EY3560'S OF SHORE, IN THE WATER.  IT IS SOLIDLY EMBEDDED BUT WILL
 EY3560'PROBABLY BE DESTROYED BY EROSION IN THE NEAR FUTURE.  THE ORIGINAL
 EY3560'DESCRIPTION AND THE 1935 RECOVERY NOTES ARE ADEQUATE FOR REACHING
 EY3560'THE AREA IN WHICH THE STATION IS LOCATED.  ADDITIONAL INFORMATION
 EY3560'FOR RECOVERY OF R.M.S IS AS FOLLOWS--
 EY3560'
 EY3560'R.M. 1 FROM APPARENT SHORELINE IS 11.6 METERS N, 5.0 METERS S,
 EY3560'AND 12.7 METERS E.  R.M. 2 FROM APPARENT SHORELINE IS 3.7 METERS
 EY3560'N, 9.4 METERS S, AND 30.6 METERS E.  DISTANCES BETWEEN THE STATION
 EY3560'AND R.M.S, AND BETWEEN THE R.M.S WERE MEASURED AND FOUND TO BE
 EY3560'CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3210 ***********************************************************************
 FB3210  DESIGNATION -  BALSAM
 FB3210  PID         -  FB3210
 FB3210  STATE/COUNTY-  NC/BUNCOMBE
 FB3210  USGS QUAD   -  ASHEVILLE (1991)
 FB3210
 FB3210                         *CURRENT SURVEY CONTROL
 FB3210  ___________________________________________________________________
 FB3210* NAD 83(2001)-  35 33 29.31363(N)    082 33 35.96881(W)     ADJUSTED  
 FB3210* NAVD 88     -       630.9    (meters)    2070.     (feet)  VERTCON   
 FB3210  ___________________________________________________________________
 FB3210  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 FB3210  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB3210  HORZ ORDER  -  SECOND
 FB3210
 FB3210.The horizontal coordinates were established by classical geodetic methods
 FB3210.and adjusted by the National Geodetic Survey in August 2005.
 FB3210
 FB3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3210
 FB3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3210
 FB3210.The geoid height was determined by GEOID03.
 FB3210
 FB3210;                    North         East     Units Scale Factor Converg.
 FB3210;SPC NC       -   206,364.656   286,943.989   MT  0.99988684   -2 03 17.0
 FB3210;SPC NC       -   677,048.04    941,415.40   sFT  0.99988684   -2 03 17.0
 FB3210;UTM  17      - 3,936,061.272   358,615.873   MT  0.99984633   -0 54 26.4
 FB3210
 FB3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3210!SPC NC       -   0.99990566  x   0.99988684  =   0.99979251
 FB3210!UTM  17      -   0.99990566  x   0.99984633  =   0.99975201
 FB3210
 FB3210:                Primary Azimuth Mark                     Grid Az
 FB3210:SPC NC       -  BILTMORE                                 085 42 50.4
 FB3210:UTM  17      -  BILTMORE                                 084 33 59.8
 FB3210
 FB3210|---------------------------------------------------------------------|
 FB3210| PID    Reference Object                     Distance      Geod. Az  |
 FB3210|                                                           dddmmss.s |
 FB3210| FB3208 BILTMORE                            424.017 METERS 0833933.4 |
 FB3210|---------------------------------------------------------------------|
 FB3210
 FB3210                          SUPERSEDED SURVEY CONTROL
 FB3210
 FB3210  NAD 83(1995)-  35 33 29.31450(N)    082 33 35.96894(W) AD(       ) 2
 FB3210  NAD 83(1986)-  35 33 29.31958(N)    082 33 35.96724(W) AD(       ) 2
 FB3210  NAD 27      -  35 33 28.91720(N)    082 33 36.50798(W) AD(       ) 2
 FB3210  NGVD 29 (07/19/86)  631.0    (m)         2070.     (f) VERT ANG    3  
 FB3210
 FB3210.Superseded values are not recommended for survey control.
 FB3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3210.See file dsdata.txt to determine how the superseded data were derived.
 FB3210
 FB3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5861636061(NAD 83)
 FB3210_MARKER: DE = TRAVERSE STATION DISK
 FB3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3210_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3210+STABILITY: SURFACE MOTION
 FB3210
 FB3210  HISTORY     - Date     Condition        Report By
 FB3210  HISTORY     - 1973     MONUMENTED       NCGS
 FB3210  HISTORY     - 1981     GOOD             NCGS
 FB3210
 FB3210                          STATION DESCRIPTION
 FB3210
 FB3210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3210'BALSAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3210'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3210'
 FB3210'BALSAM IS LOCATED APPROXIMATELY 2.6 MILES SOUTH OF ASHEVILLE, AND
 FB3210'4.6 MILES WSW OF OTEEN.  TO REACH STATION FROM THE I-40 OVERPASS
 FB3210'OF U.S. 25, PROCEED WEST ALONG I-40 FOR 1.2 MILES TO STATION ON
 FB3210'RIGHT APPROXIMATELY 20 FEET UP CUT BANK.  0.3 MILE WEST OF I-40
 FB3210'OVERPASS OF A PRIVATE ROAD.
 FB3210'
 FB3210'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3210'BALSAM 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3210'WHICH IS 1 INCH BELOW THE GROUND.
 FB3210'
 FB3210'MARK IS 43.3 FT N OF C/L OF I-40 WEST BOUND LANE
 FB3210'
 FB3210'39.8 FT WNW OF 1ST POST WEST OF EAST END OF GUARD RAIL
 FB3210'
 FB3210'54.8 FT ENE OF END OF 15 IN STORM DRAIN
 FB3210'
 FB3210'14.0 FT SSE OF AN 8 IN POPLAR WITH ALUMINUM REF. TAG
 FB3210'
 FB3210'16.7 FT ESE OF AN 8 IN BALSAM
 FB3210
 FB3210                          STATION RECOVERY (1981)
 FB3210
 FB3210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3210'THE STATION WAS RECOVERED AT THIS DATE
 FB3210'AS DESCRIBED.
 FB3210'
 FB3210'15 INCH STORM DRAIN IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3515 ***********************************************************************
 FB3515  DESIGNATION -  BALSAM
 FB3515  PID         -  FB3515
 FB3515  STATE/COUNTY-  NC/JACKSON
 FB3515  USGS QUAD   -  HAZELWOOD (1990)
 FB3515
 FB3515                         *CURRENT SURVEY CONTROL
 FB3515  ___________________________________________________________________
 FB3515* NAD 83(2001)-  35 25 53.59730(N)    083 04 55.40202(W)     ADJUSTED  
 FB3515* NAVD 88     -      1000.0    (meters)    3281.     (feet)  VERTCON   
 FB3515  ___________________________________________________________________
 FB3515  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FB3515  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB3515  HORZ ORDER  -  SECOND
 FB3515
 FB3515.The horizontal coordinates were established by classical geodetic methods
 FB3515.and adjusted by the National Geodetic Survey in August 2005.
 FB3515
 FB3515.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3515
 FB3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3515
 FB3515.The geoid height was determined by GEOID03.
 FB3515
 FB3515;                    North         East     Units Scale Factor Converg.
 FB3515;SPC NC       -   194,154.530   239,074.688   MT  0.99987750   -2 21 21.7
 FB3515;SPC NC       -   636,988.65    784,364.21   sFT  0.99987750   -2 21 21.7
 FB3515;UTM  17      - 3,922,893.893   310,998.074   MT  1.00004023   -1 12 26.6
 FB3515
 FB3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3515!SPC NC       -   0.99984752  x   0.99987750  =   0.99972504
 FB3515!UTM  17      -   0.99984752  x   1.00004023  =   0.99988774
 FB3515
 FB3515                          SUPERSEDED SURVEY CONTROL
 FB3515
 FB3515  NAD 83(1995)-  35 25 53.59739(N)    083 04 55.40209(W) AD(       ) 2
 FB3515  NAD 83(1986)-  35 25 53.60544(N)    083 04 55.40330(W) AD(       ) 2
 FB3515  NGVD 29 (09/18/91) 1000.0    (m)         3281.     (f) VERT ANG    3  
 FB3515
 FB3515.Superseded values are not recommended for survey control.
 FB3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3515.See file dsdata.txt to determine how the superseded data were derived.
 FB3515
 FB3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1099822894(NAD 83)
 FB3515_MARKER: DE = TRAVERSE STATION DISK
 FB3515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3515_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3515+STABILITY: SURFACE MOTION
 FB3515
 FB3515  HISTORY     - Date     Condition        Report By
 FB3515  HISTORY     - 1980     MONUMENTED       NCGS
 FB3515  HISTORY     - 19941021 MARK NOT FOUND   USPSQD
 FB3515
 FB3515                          STATION DESCRIPTION
 FB3515
 FB3515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3515'THE STATION IS LOCATED APPROXIMATELY 0.4 MILES NORTH OF BALSAM AND 9.0
 FB3515'MILES EAST-NORTHEAST OF SYLVA NEAR BALSAM GAP.
 FB3515'
 FB3515'TO REACH THE STATION FROM US 19A-23 UNDERPASS OF THE BLUE RIDGE
 FB3515'PARKWAY AT BALSAM GAP AND THE JACKSON-HAYWOOD COUNTY LINE, PROCEED
 FB3515'SOUTHWEST ALONG US 19A-23 FOR 0.3 MILE TO STATION ON LEFT BEHIND
 FB3515'GUARD RAIL.
 FB3515'
 FB3515'STATION MARK IS A STANDARD DISK STAMPED---BALSAM 1980---SET IN TOP OF
 FB3515'A 10 INCH CONCRETE CYLINDER PROJECTING 1 INCH ABOVE GROUND SURFACE.
 FB3515'THE MARK IS 30.2 FEET SOUTH OF CENTERLINE OF NORTH BOUND LANES, 5.9
 FB3515'FEET SOUTH OF GUARD RAIL, 33.2 (SLOPE) FEET NORTH-NORTHWEST OF 5 INCH
 FB3515'LOCUST WITH REFERENCE TAG, 74.3 FEET WEST OF SOUTH END OF C.M.P.
 FB3515
 FB3515                          STATION RECOVERY (1994)
 FB3515
 FB3515'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2454 ***********************************************************************
 AH2454  DESIGNATION -  BALSAM
 AH2454  PID         -  AH2454
 AH2454  STATE/COUNTY-  NC/HENDERSON
 AH2454  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2454
 AH2454                         *CURRENT SURVEY CONTROL
 AH2454  ___________________________________________________________________
 AH2454* NAD 83(2001)-  35 17 43.46070(N)    082 27 00.07652(W)     ADJUSTED  
 AH2454* NAVD 88     -       657.8    (meters)    2158.     (feet)  VERTCON   
 AH2454  ___________________________________________________________________
 AH2454  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 AH2454  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AH2454  HORZ ORDER  -  SECOND
 AH2454
 AH2454.The horizontal coordinates were established by classical geodetic methods
 AH2454.and adjusted by the National Geodetic Survey in August 2005.
 AH2454
 AH2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2454
 AH2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2454
 AH2454.The geoid height was determined by GEOID03.
 AH2454
 AH2454;                    North         East     Units Scale Factor Converg.
 AH2454;SPC NC       -   176,883.648   295,894.214   MT  0.99987288   -1 59 28.5
 AH2454;SPC NC       -   580,325.77    970,779.60   sFT  0.99987288   -1 59 28.5
 AH2454;UTM  17      - 3,906,767.310   368,155.735   MT  0.99981422   -0 50 16.6
 AH2454
 AH2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2454!SPC NC       -   0.99990158  x   0.99987288  =   0.99977447
 AH2454!UTM  17      -   0.99990158  x   0.99981422  =   0.99971582
 AH2454
 AH2454                          SUPERSEDED SURVEY CONTROL
 AH2454
 AH2454  NAD 83(1986)-  35 17 43.46589(N)    082 27 00.07577(W) AD(       ) 2
 AH2454  NGVD 29 (07/29/98)  657.8    (m)         2158.     (f) VERT ANG    3  
 AH2454
 AH2454.Superseded values are not recommended for survey control.
 AH2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2454.See file dsdata.txt to determine how the superseded data were derived.
 AH2454
 AH2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6815606767(NAD 83)
 AH2454_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2454_STAMPING: BALSAM 1988
 AH2454_MARK LOGO: NCGS  
 AH2454_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2454+STABILITY: SURFACE MOTION
 AH2454
 AH2454  HISTORY     - Date     Condition        Report By
 AH2454  HISTORY     - 1988     MONUMENTED       NCGS
 AH2454
 AH2454                          STATION DESCRIPTION
 AH2454
 AH2454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2454'STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTH-SOUTHEAST OF
 AH2454'HENDERSONVILLE. ALONG US 25 FOR 0.95 MI (1.53 KM) SOUTH-SOUTHEAST FROM
 AH2454'US 176, AT SR 1775 (BROOKLYN AVENUE). MARK IS ABOUT LEVEL WITH THE
 AH2454'HIGHWAY AND RECESSED 2 INCHES BELOW THE GROUND. LOCATED 5.85 M (19.19
 AH2454'FT) EAST-NORTHEAST OF THE CENTERLINE OF US 25, 10.35 M (33.96 FT)
 AH2454'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1775, 1.68 M (5.51 FT) SOUTH
 AH2454'OF A FIRE HYDRANT, 2.75 M (9.02 FT) WEST-SOUTHWEST OF THE CENTER OF A
 AH2454'ROCK WALL, AND 0.70 M (2.30 FT) EAST-NORTHEAST OF A POWER POLE WITH A
 AH2454'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7621 ***********************************************************************
 AC7621  DESIGNATION -  BALSAM CONE
 AC7621  PID         -  AC7621
 AC7621  STATE/COUNTY-  NC/YANCEY
 AC7621  USGS QUAD   -  MT MITCHELL (1946)
 AC7621
 AC7621                         *CURRENT SURVEY CONTROL
 AC7621  ___________________________________________________________________
 AC7621* NAD 83(2007)-  35 47 21.75130(N)    082 15 21.00424(W)     ADJUSTED  
 AC7621* NAVD 88     -      2010.5    (meters)    6596.     (feet)  VERTCON   
 AC7621  ___________________________________________________________________
 AC7621  EPOCH DATE  -        2002.00
 AC7621  X           -     698,181.313 (meters)                     COMP
 AC7621  Y           -  -5,134,051.890 (meters)                     COMP
 AC7621  Z           -   3,710,417.811 (meters)                     COMP
 AC7621  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 AC7621  ELLIP HEIGHT-        1980.656 (meters)          (02/10/07) ADJUSTED
 AC7621  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AC7621
 AC7621  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7621  Type    PID    Designation                      North   East  Ellip
 AC7621  -------------------------------------------------------------------
 AC7621  NETWORK AC7621 BALSAM CONE                       0.43   0.39   1.45
 AC7621  -------------------------------------------------------------------
 AC7621
 AC7621.The horizontal coordinates were established by GPS observations
 AC7621.and adjusted by the National Geodetic Survey in February 2007.
 AC7621
 AC7621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7621.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7621.The horizontal coordinates are valid at the epoch date displayed above.
 AC7621.The epoch date for horizontal control is a decimal equivalence
 AC7621.of Year/Month/Day.
 AC7621
 AC7621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7621
 AC7621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7621
 AC7621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7621
 AC7621.The ellipsoidal height was determined by GPS observations
 AC7621.and is referenced to NAD 83.
 AC7621
 AC7621.The geoid height was determined by GEOID03.
 AC7621
 AC7621;                    North         East     Units Scale Factor Converg.
 AC7621;SPC NC       -   231,057.871   315,341.897   MT  0.99991651   -1 52 45.0
 AC7621;SPC NC       -   758,062.37  1,034,584.21   sFT  0.99991651   -1 52 45.0
 AC7621;UTM  17      - 3,961,314.932   386,511.519   MT  0.99975871   -0 44 04.2
 AC7621
 AC7621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7621!SPC NC       -   0.99968923  x   0.99991651  =   0.99960576
 AC7621!UTM  17      -   0.99968923  x   0.99975871  =   0.99944801
 AC7621
 AC7621                          SUPERSEDED SURVEY CONTROL
 AC7621
 AC7621  NAD 83(2001)-  35 47 21.75122(N)    082 15 21.00380(W) AD(       ) 1
 AC7621  ELLIP H (03/13/03) 1980.674  (m)                       GP(       ) 4 2
 AC7621  NAD 83(1995)-  35 47 21.75140(N)    082 15 21.00358(W) AD(       ) 1
 AC7621  NAD 83(1986)-  35 47 21.75894(N)    082 15 21.00349(W) AD(       ) 1
 AC7621  NGVD 29 (07/31/96) 2010.5    (m)         6596.     (f) GPS OBS     3  
 AC7621
 AC7621.Superseded values are not recommended for survey control.
 AC7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7621.See file dsdata.txt to determine how the superseded data were derived.
 AC7621
 AC7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8651261315(NAD 83)
 AC7621_MARKER: DD = SURVEY DISK
 AC7621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7621_STAMPING: BALSAM CONE 1993
 AC7621_MARK LOGO: USFS  
 AC7621_PROJECTION: PROJECTING 20 CENTIMETERS
 AC7621_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7621_ROD/PIPE-DEPTH: 0.6. meters
 AC7621
 AC7621  HISTORY     - Date     Condition        Report By
 AC7621  HISTORY     - 1993     MONUMENTED       NCGS
 AC7621
 AC7621                          STATION DESCRIPTION
 AC7621
 AC7621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 AC7621'STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF
 AC7621'BURNSVILLE AND 1.7 MI (2.7 KM) NORTH-NORTHEAST OF MT MITCHELL ON
 AC7621'SUMMIT OF BALSAM CONE MOUNTAIN. ALONG DEEP GAP TRAIL ON FOOT FOR 1.9
 AC7621'MI (3.1 KM) NORTH FROM TRAIL HEAD AT THE MT MITCHELL PICNIC AREA, ON
 AC7621'SUMMIT. MARK PROJECTS 8 INCHES ABOVE GROUND. LOCATED 11.0 FT (3.4 M)
 AC7621'EAST-SOUTHEAST OF THE CENTERLINE OF TRAIL--AND 19.0 FT (5.8 M)
 AC7621'NORTH-NORTHEAST OF AN 8-INCH BALSAM, AND 7.7 FT (2.3 M) EAST OF AN
 AC7621'8-INCH BALSAM--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4146 ***********************************************************************
 FB4146  DESIGNATION -  BALSAM GROVE
 FB4146  PID         -  FB4146
 FB4146  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4146  USGS QUAD   -  ROSMAN (1990)
 FB4146
 FB4146                         *CURRENT SURVEY CONTROL
 FB4146  ___________________________________________________________________
 FB4146* NAD 83(2007)-  35 13 31.23537(N)    082 51 53.39634(W)     ADJUSTED  
 FB4146* NAVD 88     -       855.4    (meters)    2806.     (feet)  VERTCON   
 FB4146  ___________________________________________________________________
 FB4146  EPOCH DATE  -        2002.00
 FB4146  X           -     647,971.826 (meters)                     COMP
 FB4146  Y           -  -5,176,322.918 (meters)                     COMP
 FB4146  Z           -   3,658,793.996 (meters)                     COMP
 FB4146  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 FB4146  ELLIP HEIGHT-         825.949 (meters)          (02/10/07) ADJUSTED
 FB4146  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 FB4146
 FB4146  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4146  Type    PID    Designation                      North   East  Ellip
 FB4146  -------------------------------------------------------------------
 FB4146  NETWORK FB4146 BALSAM GROVE                      1.14   0.94   1.55
 FB4146  -------------------------------------------------------------------
 FB4146
 FB4146.The horizontal coordinates were established by GPS observations
 FB4146.and adjusted by the National Geodetic Survey in February 2007.
 FB4146
 FB4146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4146.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4146.The horizontal coordinates are valid at the epoch date displayed above.
 FB4146.The epoch date for horizontal control is a decimal equivalence
 FB4146.of Year/Month/Day.
 FB4146
 FB4146.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4146
 FB4146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4146
 FB4146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4146
 FB4146.The ellipsoidal height was determined by GPS observations
 FB4146.and is referenced to NAD 83.
 FB4146
 FB4146.The geoid height was determined by GEOID03.
 FB4146
 FB4146;                    North         East     Units Scale Factor Converg.
 FB4146;SPC NC       -   170,507.037   257,891.380   MT  0.99987270   -2 13 50.4
 FB4146;SPC NC       -   559,405.17    846,098.64   sFT  0.99987270   -2 13 50.4
 FB4146;UTM  17      - 3,899,626.570   330,288.690   MT  0.99995496   -1 04 33.2
 FB4146
 FB4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4146!SPC NC       -   0.99987037  x   0.99987270  =   0.99974309
 FB4146!UTM  17      -   0.99987037  x   0.99995496  =   0.99982534
 FB4146
 FB4146                          SUPERSEDED SURVEY CONTROL
 FB4146
 FB4146  NAD 83(2001)-  35 13 31.23540(N)    082 51 53.39660(W) AD(       ) 1
 FB4146  ELLIP H (03/13/03)  825.934  (m)                       GP(       ) 4 2
 FB4146  NAD 83(1995)-  35 13 31.23579(N)    082 51 53.39644(W) AD(       ) 1
 FB4146  NAD 83(1986)-  35 13 31.23814(N)    082 51 53.39537(W) AD(       ) 2
 FB4146  NAD 83(1986)-  35 13 31.23814(N)    082 51 53.39537(W) AD(       ) 1
 FB4146  NGVD 29 (11/15/93)  855.4    (m)         2806.     (f) GPS OBS     3  
 FB4146
 FB4146.Superseded values are not recommended for survey control.
 FB4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4146.See file dsdata.txt to determine how the superseded data were derived.
 FB4146
 FB4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3028999627(NAD 83)
 FB4146_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4146_SP_SET: CONCRETE POST
 FB4146_STAMPING: BALSAM GROVE 1990
 FB4146_MARK LOGO: NCGS  
 FB4146_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4146+STABILITY: SURFACE MOTION
 FB4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4146+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1993
 FB4146
 FB4146  HISTORY     - Date     Condition        Report By
 FB4146  HISTORY     - 1990     MONUMENTED       NCGS
 FB4146  HISTORY     - 19930120 GOOD             CONE+S
 FB4146
 FB4146                          STATION DESCRIPTION
 FB4146
 FB4146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4146'STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHWEST OF ROSMAN AND
 FB4146'12.6 KM (7.8 MI) WEST OF BREVARD IN THE BALSAM GROVE COMMUNITY.
 FB4146'ALONG NC 215 FOR 13.0 KM (8.1 MI) NORTH FROM US 64 (AT RIVER FORKS
 FB4146'NEAR ROSMAN), NEAR PASTURE ENTRANCE AT RESTAURANT, OR 0.25 MI
 FB4146'(0.40 KM) NORTH OF SR 1328.
 FB4146'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 2 INCHES BELOW THE
 FB4146'GROUND.  LOCATED 6.50 M (21.33 FT) SOUTH OF THE CENTERLINE OF THE
 FB4146'HIGHWAY, 47.15 M (154.69 FT) WEST OF A TELEPHONE PEDESTAL, 29.78 M
 FB4146'(97.70 FT) NORTHEAST OF THE NORTHEAST CORNER OF BLOCK BUILDING, AND
 FB4146'15.78 M (51.77 FT) NORTHEAST OF A POWER AND LIGHT POLE WITH A
 FB4146'TRANSFORMER WITH A REFERENCE TAG.
 FB4146
 FB4146                          STATION RECOVERY (1993)
 FB4146
 FB4146'RECOVERY NOTE BY CONCORD ENGINEERING AND SURVEY 1993
 FB4146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4147 ***********************************************************************
 FB4147  DESIGNATION -  BALSAM GROVE AZ MK
 FB4147  PID         -  FB4147
 FB4147  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4147  USGS QUAD   -  ROSMAN (1990)
 FB4147
 FB4147                         *CURRENT SURVEY CONTROL
 FB4147  ___________________________________________________________________
 FB4147* NAD 83(2001)-  35 13 29.69200(N)    082 51 37.87902(W)     ADJUSTED  
 FB4147* NAVD 88     -       856.0    (meters)    2808.     (feet)  VERTCON   
 FB4147  ___________________________________________________________________
 FB4147  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 FB4147  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 FB4147  HORZ ORDER  -  SECOND
 FB4147
 FB4147.The horizontal coordinates were established by classical geodetic methods
 FB4147.and adjusted by the National Geodetic Survey in August 2005.
 FB4147
 FB4147.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4147
 FB4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4147
 FB4147.The geoid height was determined by GEOID03.
 FB4147
 FB4147;                    North         East     Units Scale Factor Converg.
 FB4147;SPC NC       -   170,444.253   258,281.587   MT  0.99987270   -2 13 41.4
 FB4147;SPC NC       -   559,199.19    847,378.84   sFT  0.99987270   -2 13 41.4
 FB4147;UTM  17      - 3,899,571.658   330,680.116   MT  0.99995333   -1 04 24.2
 FB4147
 FB4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4147!SPC NC       -   0.99987030  x   0.99987270  =   0.99974301
 FB4147!UTM  17      -   0.99987030  x   0.99995333  =   0.99982363
 FB4147
 FB4147                          SUPERSEDED SURVEY CONTROL
 FB4147
 FB4147  NAD 83(1995)-  35 13 29.69239(N)    082 51 37.87886(W) AD(       ) 2
 FB4147  NAD 83(1986)-  35 13 29.69476(N)    082 51 37.87779(W) AD(       ) 2
 FB4147  NGVD 29 (11/15/93)  855.9    (m)         2808.     (f) VERT ANG    3  
 FB4147
 FB4147.Superseded values are not recommended for survey control.
 FB4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4147.See file dsdata.txt to determine how the superseded data were derived.
 FB4147
 FB4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3068099572(NAD 83)
 FB4147_MARKER: DZ = AZIMUTH MARK DISK
 FB4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4147_SP_SET: CONCRETE POST
 FB4147_STAMPING: BALSAM GROVE 1990
 FB4147_MARK LOGO: NCGS  
 FB4147_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4147+STABILITY: SURFACE MOTION
 FB4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4147+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4147
 FB4147  HISTORY     - Date     Condition        Report By
 FB4147  HISTORY     - 1990     MONUMENTED       NCGS
 FB4147
 FB4147                          STATION DESCRIPTION
 FB4147
 FB4147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4147'STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) NORTH-NORTHWEST OF ROSMAN
 FB4147'AND 12.2 KM (7.6 MI) WEST OF BREVARD IN THE BALSAM GROVE COMMUNITY.
 FB4147'PROCEED ALONG NC 215 FOR 12.6 KM (7.8 MI) NORTH FROM US 64 (AT RIVER
 FB4147'FORKS NEAR ROSMAN) TO SR 1328 AND STATION 241 FEET NORTHEAST FROM THE
 FB4147'INTERSECTION.
 FB4147'MARK IS ABOUT 1 FOOT LOWER THAN ROAD AND FLUSH WITH GROUND.  LOCATED
 FB4147'5.62 M (18.44 FT) NORTHWEST OF THE CENTERLINE OF SR 1328, 20.40 M
 FB4147'(66.93 FT) SOUTHEAST OF THE CENTERLINE OF A CREEK, 73.6 M (241.5 FT)
 FB4147'NORTH-NORTHEAST OF THE CENTERLINE OF NC 215 AT THE INTERSECTION OF SR
 FB4147'1328--AND 18.40 M (60.37 FT) NORTHEAST OF A TRIPLE WALNUT, 23.50 M
 FB4147'(77.10 FT) SOUTH-SOUTHWEST OF A 12-INCH ELM--BOTH WITH REFERENCE
 FB4147'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1798 ***********************************************************************
 FZ1798  DESIGNATION -  BALTIMORE
 FZ1798  PID         -  FZ1798
 FZ1798  STATE/COUNTY-  NC/YADKIN
 FZ1798  USGS QUAD   -  FARMINGTON (1994)
 FZ1798
 FZ1798                         *CURRENT SURVEY CONTROL
 FZ1798  ___________________________________________________________________
 FZ1798* NAD 83(2001)-  36 06 23.76554(N)    080 31 08.13195(W)     ADJUSTED  
 FZ1798* NAVD 88     -       223.09   (+/-2cm)     731.9    (feet)  VERTCON   
 FZ1798  ___________________________________________________________________
 FZ1798  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 FZ1798  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 FZ1798  HORZ ORDER  -  SECOND
 FZ1798  VERT ORDER  -  THIRD ? (See Below)
 FZ1798
 FZ1798.The horizontal coordinates were established by classical geodetic methods
 FZ1798.and adjusted by the National Geodetic Survey in August 2005.
 FZ1798
 FZ1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1798.The vertical order pertains to the NGVD 29 superseded value.
 FZ1798
 FZ1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1798
 FZ1798.The geoid height was determined by GEOID03.
 FZ1798
 FZ1798;                    North         East     Units Scale Factor Converg.
 FZ1798;SPC NC       -   262,475.167   472,841.397   MT  0.99998379   -0 52 36.0
 FZ1798;SPC NC       -   861,137.28  1,551,313.82   sFT  0.99998379   -0 52 36.0
 FZ1798;UTM  17      - 3,995,879.350   543,299.826   MT  0.99962310   +0 17 00.6
 FZ1798
 FZ1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1798!SPC NC       -   0.99997020  x   0.99998379  =   0.99995399
 FZ1798!UTM  17      -   0.99997020  x   0.99962310  =   0.99959331
 FZ1798
 FZ1798:                Primary Azimuth Mark                     Grid Az
 FZ1798:SPC NC       -  SPEER                                    300 05 17.3
 FZ1798:UTM  17      -  SPEER                                    298 55 40.7
 FZ1798
 FZ1798|---------------------------------------------------------------------|
 FZ1798| PID    Reference Object                     Distance      Geod. Az  |
 FZ1798|                                                           dddmmss.s |
 FZ1798| FZ1803 SPEER                               APPROX. 2.3 KM 2991241.3 |
 FZ1798|---------------------------------------------------------------------|
 FZ1798
 FZ1798                          SUPERSEDED SURVEY CONTROL
 FZ1798
 FZ1798  NAD 83(1993)-  36 06 23.77237(N)    080 31 08.14057(W) AD(       ) 2
 FZ1798  NAD 83(1986)-  36 06 23.77428(N)    080 31 08.13724(W) AD(       ) 2
 FZ1798  NAD 27      -  36 06 23.28143(N)    080 31 08.93489(W) AD(       ) 2
 FZ1798  NGVD 29 (07/19/86)  223.28   (m)          732.5    (f) LEVELING    3  
 FZ1798
 FZ1798.Superseded values are not recommended for survey control.
 FZ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1798.See file dsdata.txt to determine how the superseded data were derived.
 FZ1798
 FZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4330095879(NAD 83)
 FZ1798_MARKER: DE = TRAVERSE STATION DISK
 FZ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1798_STAMPING: BALTIMORE 1970
 FZ1798_MARK LOGO: NCGS  
 FZ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1798+STABILITY: SURFACE MOTION
 FZ1798
 FZ1798  HISTORY     - Date     Condition        Report By
 FZ1798  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1798  HISTORY     - 1973     MARK NOT FOUND   NCGS
 FZ1798
 FZ1798                          STATION DESCRIPTION
 FZ1798
 FZ1798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1798'BALTIMORE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1798'THE VICINITY OF SHACKTOWN, NORTH CAROLINA.
 FZ1798'
 FZ1798'BALTIMORE IS LOCATED APPROXIMATELY 4.3 MILES EAST OF SHACKTOWN AND
 FZ1798'0.6 MILE WEST OF YADKIN RIVER BRIDGE ON US 421.  STATION IS ON THE
 FZ1798'NORTH SIDE OF US 421 NEAR THE NORTHEAST PILLAR OF BRIDGE ON SR 1571
 FZ1798'(BALTIMORE RD.) OVER US 421, 0.6 MILE WEST OF WEST END OF
 FZ1798'BRIDGE OVER THE YADKIN RIVER, AND THE FORSYTH AND YADKIN COUNTY
 FZ1798'LINE.
 FZ1798'
 FZ1798'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1798'BALTIMORE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1798'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1798'
 FZ1798'MARK IS
 FZ1798'35.3 FEET N OF C/L OF W BOUND TRAFFIC OF US 421.
 FZ1798'19.4 FEET W OF NW PILLAR OF BRIDGE ON SR 1571 (BALTIMORE RD.).
 FZ1798'12.2 FEET SE OF SE EDGE OF CONCRETE BLOCK FOR BANK REINFORCEMENT
 FZ1798'UNDER BRIDGE.
 FZ1798'200.2 FEET W OF ALUMINUM REF. TAG ON S POST OF BALTIMORE RD.
 FZ1798'SIGN.
 FZ1798
 FZ1798                          STATION RECOVERY (1973)
 FZ1798
 FZ1798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ1798'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5292 ***********************************************************************
 FA5292  DESIGNATION -  BALTIMORE
 FA5292  PID         -  FA5292
 FA5292  STATE/COUNTY-  NC/DAVIE
 FA5292  USGS QUAD   -  ADVANCE (1987)
 FA5292
 FA5292                         *CURRENT SURVEY CONTROL
 FA5292  ___________________________________________________________________
 FA5292* NAD 83(2007)-  35 57 57.63497(N)    080 27 30.56981(W)     ADJUSTED  
 FA5292* NAVD 88     -       245.7    (meters)     806.     (feet)  VERTCON   
 FA5292  ___________________________________________________________________
 FA5292  EPOCH DATE  -        2002.00
 FA5292  X           -     856,722.656 (meters)                     COMP
 FA5292  Y           -  -5,096,886.661 (meters)                     COMP
 FA5292  Z           -   3,725,265.035 (meters)                     COMP
 FA5292  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 FA5292  ELLIP HEIGHT-         213.242 (meters)          (02/10/07) ADJUSTED
 FA5292  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FA5292
 FA5292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5292  Type    PID    Designation                      North   East  Ellip
 FA5292  -------------------------------------------------------------------
 FA5292  NETWORK FA5292 BALTIMORE                         2.61   1.94   5.04
 FA5292  -------------------------------------------------------------------
 FA5292
 FA5292.The horizontal coordinates were established by GPS observations
 FA5292.and adjusted by the National Geodetic Survey in February 2007.
 FA5292
 FA5292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5292.The horizontal coordinates are valid at the epoch date displayed above.
 FA5292.The epoch date for horizontal control is a decimal equivalence
 FA5292.of Year/Month/Day.
 FA5292
 FA5292.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5292
 FA5292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5292
 FA5292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5292
 FA5292.The ellipsoidal height was determined by GPS observations
 FA5292.and is referenced to NAD 83.
 FA5292
 FA5292.The geoid height was determined by GEOID03.
 FA5292
 FA5292;                    North         East     Units Scale Factor Converg.
 FA5292;SPC NC       -   246,795.749   478,053.118   MT  0.99995017   -0 50 30.5
 FA5292;SPC NC       -   809,695.72  1,568,412.60   sFT  0.99995017   -0 50 30.5
 FA5292;UTM  17      - 3,980,313.956   548,826.026   MT  0.99962937   +0 19 04.9
 FA5292
 FA5292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5292!SPC NC       -   0.99996653  x   0.99995017  =   0.99991670
 FA5292!UTM  17      -   0.99996653  x   0.99962937  =   0.99959592
 FA5292
 FA5292:                Primary Azimuth Mark                     Grid Az
 FA5292:SPC NC       -  BIXBY DAVIE COUNTY TANK                  148 51 46.5
 FA5292:UTM  17      -  BIXBY DAVIE COUNTY TANK                  147 42 11.1
 FA5292
 FA5292|---------------------------------------------------------------------|
 FA5292| PID    Reference Object                     Distance      Geod. Az  |
 FA5292|                                                           dddmmss.s |
 FA5292| CS7618 BIXBY DAVIE COUNTY TANK                            1480116.0 |
 FA5292| FA5293 BALTIMORE AZ MK                     APPROX. 0.9 KM 1821818.3 |
 FA5292| CS7617 R J REYNOLDS TANK                                  2482353.6 |
 FA5292|---------------------------------------------------------------------|
 FA5292
 FA5292                          SUPERSEDED SURVEY CONTROL
 FA5292
 FA5292  NAD 83(2001)-  35 57 57.63487(N)    080 27 30.56992(W) AD(       ) 1
 FA5292  ELLIP H (03/27/03)  213.237  (m)                       GP(       ) 4 2
 FA5292  NAD 83(1986)-  35 57 57.64251(N)    080 27 30.57658(W) AD(       ) 1
 FA5292  NAD 83(1986)-  35 57 57.64112(N)    080 27 30.57710(W) AD(       ) 2
 FA5292  NGVD 29 (05/20/97)  245.9    (m)          807.     (f) GPS OBS     3  
 FA5292
 FA5292.Superseded values are not recommended for survey control.
 FA5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5292.See file dsdata.txt to determine how the superseded data were derived.
 FA5292
 FA5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4882680314(NAD 83)
 FA5292_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5292_SP_SET: CONCRETE POST
 FA5292_STAMPING: BALTIMORE 1990
 FA5292_MARK LOGO: NCGS  
 FA5292_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5292+STABILITY: SURFACE MOTION
 FA5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5292+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FA5292
 FA5292  HISTORY     - Date     Condition        Report By
 FA5292  HISTORY     - 1990     MONUMENTED       NCGS
 FA5292
 FA5292                          STATION DESCRIPTION
 FA5292
 FA5292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5292'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) N OF BIXBY, AND 7.6
 FA5292'MI (12.2 KM) NE OF MOCKSVILLE.
 FA5292'PROCEED ALONG US 158 FOR 2.65 KM (1.65 MI) SOUTHWEST FROM NC 801, (IN
 FA5292'HILLSDALE), THENCE SOUTH ALONG SR 1630 (BALTIMORE ROAD) FOR 3.06 KM
 FA5292'(1.90 MI) TO THE R.J.REYNOLDS TOBACCO CO. AND STATION, BETWEEN ROAD
 FA5292'AND CHAIN LINK FENCE, NEAR THE NORTHEAST CORNER OF THE PROPERTY.
 FA5292'MARK IS 1 FOOT BELOW THE ROAD AND RECESSED 1 INCH. LOCATED 11.9 M
 FA5292'(39.0 FT) WEST OF THE CENTERLINE OF SR 1630, 60.15 M (197.34 FT)
 FA5292'NORTH-NORTHEAST OF THE CENTERLINE OF AN ASPHALT DRIVE, 46.2 M
 FA5292'(151.6 FT) NORTH OF THE NORTH END OF A HEADWALL, 69.9 M (229.3 FT)
 FA5292'SOUTH OF A FENCE CORNER, AND 6.0 M (19.7 FT) EAST OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5293 ***********************************************************************
 FA5293  DESIGNATION -  BALTIMORE AZ MK
 FA5293  PID         -  FA5293
 FA5293  STATE/COUNTY-  NC/DAVIE
 FA5293  USGS QUAD   -  ADVANCE (1987)
 FA5293
 FA5293                         *CURRENT SURVEY CONTROL
 FA5293  ___________________________________________________________________
 FA5293* NAD 83(2001)-  35 57 30.00652(N)    080 27 31.93734(W)     NO CHECK  
 FA5293* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 FA5293  ___________________________________________________________________
 FA5293  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FA5293  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 FA5293  HORZ ORDER  -  SECOND
 FA5293
 FA5293.The horizontal coordinates were established by classical geodetic methods
 FA5293.and adjusted by the National Geodetic Survey in August 2005.
 FA5293.No horizontal observational check was made to the station.
 FA5293
 FA5293.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5293
 FA5293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5293
 FA5293.The geoid height was determined by GEOID03.
 FA5293
 FA5293;                    North         East     Units Scale Factor Converg.
 FA5293;SPC NC       -   245,944.831   478,006.345   MT  0.99994851   -0 50 31.3
 FA5293;SPC NC       -   806,904.00  1,568,259.15   sFT  0.99994851   -0 50 31.3
 FA5293;UTM  17      - 3,979,462.537   548,796.495   MT  0.99962934   +0 19 03.9
 FA5293
 FA5293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5293!SPC NC       -   0.99996745  x   0.99994851  =   0.99991596
 FA5293!UTM  17      -   0.99996745  x   0.99962934  =   0.99959680
 FA5293
 FA5293                          SUPERSEDED SURVEY CONTROL
 FA5293
 FA5293  NAD 83(1986)-  35 57 30.01277(N)    080 27 31.94454(W) AD(       ) 2
 FA5293  NGVD 29 (06/09/93)  240.     (m)          787.     (f) VERT ANG    3  
 FA5293
 FA5293.Superseded values are not recommended for survey control.
 FA5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5293.See file dsdata.txt to determine how the superseded data were derived.
 FA5293
 FA5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4879679463(NAD 83)
 FA5293_MARKER: DZ = AZIMUTH MARK DISK
 FA5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5293_SP_SET: CONCRETE POST
 FA5293_STAMPING: BALTIMORE 1990
 FA5293_MARK LOGO: NCGS  
 FA5293_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5293+STABILITY: SURFACE MOTION
 FA5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5293+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FA5293
 FA5293  HISTORY     - Date     Condition        Report By
 FA5293  HISTORY     - 1990     MONUMENTED       NCGS
 FA5293
 FA5293                          STATION DESCRIPTION
 FA5293
 FA5293'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5293'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) N OF BIXBY AND 7.3 MI
 FA5293'(11.7 KM) NE OF MOCKSVILLE.
 FA5293'PROCEED ALONG US 158 FOR 2.65 KM (1.65 MI) SOUTHWEST FROM NC 801 (IN
 FA5293'HILLSDALE), THENCE SOUTH ALONG SR 1630 (BALTIMORE ROAD) FOR 4.94 KM
 FA5293'(3.07 MI) TO STATION, OR 0.4 KM (0.2 MI) SOUTH OF THE MAIN ENTRANCE
 FA5293'TO R.J.REYNOLDS TOBACCO CO., ON THE WEST SIDE OF THE ROAD.
 FA5293'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND RECESSED 1 INCH BELOW THE
 FA5293'GROUND. LOCATED 14.2 M (46.6 FT) WEST OF THE CENTERLINE OF SR 1630,
 FA5293'0.85 M (2.79 FT) EAST OF A CHAIN LINK FENCE, 28.1 M (92.2 FT) NORTH
 FA5293'OF PEDESTAL (NO A 13), 37.25 M (122.21 FT) SOUTHWEST OF PEDESTAL (NO
 FA5293'1-10), AND 11.8 M (38.7 FT) NORTH-NORTHWEST OF THE NORTH END OF A
 FA5293'CULVERT UNDER AN ABANDONED DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3779 ***********************************************************************
 DI3779  DESIGNATION -  BANANA
 DI3779  PID         -  DI3779
 DI3779  STATE/COUNTY-  NC/HENDERSON
 DI3779  USGS QUAD   -  STANDINGSTONE MTN (1990)
 DI3779
 DI3779                         *CURRENT SURVEY CONTROL
 DI3779  ___________________________________________________________________
 DI3779* NAD 83(2007)-  35 09 43.64741(N)    082 32 54.89111(W)     ADJUSTED  
 DI3779* NAVD 88     -       913.8    (meters)    2998.     (feet)  GPS OBS   
 DI3779  ___________________________________________________________________
 DI3779  EPOCH DATE  -        2002.00
 DI3779  X           -     677,063.553 (meters)                     COMP
 DI3779  Y           -  -5,176,722.568 (meters)                     COMP
 DI3779  Z           -   3,653,094.464 (meters)                     COMP
 DI3779  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 DI3779  ELLIP HEIGHT-         883.104 (meters)          (07/11/08) ADJUSTED
 DI3779  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 DI3779  HORZ ORDER  -  FIRST
 DI3779  ELLP ORDER  -  FOURTH    CLASS II
 DI3779
 DI3779.The horizontal coordinates were established by GPS observations
 DI3779.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3779
 DI3779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3779.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3779.The horizontal coordinates are valid at the epoch date displayed above.
 DI3779.The epoch date for horizontal control is a decimal equivalence
 DI3779.of Year/Month/Day.
 DI3779
 DI3779.The orthometric height was determined by GPS observations and a
 DI3779.high-resolution geoid model.
 DI3779
 DI3779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3779
 DI3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3779
 DI3779.The ellipsoidal height was determined by GPS observations
 DI3779.and is referenced to NAD 83.
 DI3779
 DI3779.The geoid height was determined by GEOID03.
 DI3779
 DI3779;                    North         East     Units Scale Factor Converg.
 DI3779;SPC NC       -   162,424.000   286,407.648   MT  0.99987381   -2 02 53.3
 DI3779;SPC NC       -   532,886.07    939,655.76   sFT  0.99987381   -2 02 53.3
 DI3779;UTM  17      - 3,892,120.058   358,962.888   MT  0.99984515   -0 53 31.1
 DI3779
 DI3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3779!SPC NC       -   0.99986140  x   0.99987381  =   0.99973523
 DI3779!UTM  17      -   0.99986140  x   0.99984515  =   0.99970657
 DI3779
 DI3779                          SUPERSEDED SURVEY CONTROL
 DI3779
 DI3779  NAD 83(1986)-  35 09 43.65374(N)    082 32 54.88970(W) AD(       ) 1
 DI3779  NAD 83(2001)-  35 09 43.64709(N)    082 32 54.89138(W) AD(       ) 1
 DI3779  ELLIP H (02/05/05)  883.117  (m)                       GP(       ) 4 2
 DI3779
 DI3779.Superseded values are not recommended for survey control.
 DI3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3779.See file dsdata.txt to determine how the superseded data were derived.
 DI3779
 DI3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5896392120(NAD 83)
 DI3779_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3779_STAMPING: BANANA 2001
 DI3779_MARK LOGO: NCGS  
 DI3779_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3779+STABILITY: SURFACE MOTION
 DI3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3779+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3779
 DI3779  HISTORY     - Date     Condition        Report By
 DI3779  HISTORY     - 2001     MONUMENTED       NCGS
 DI3779
 DI3779                          STATION DESCRIPTION
 DI3779
 DI3779'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3779'STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) EAST-SOUTHEAST OF BREVARD
 DI3779'AND 11.6 MI (18.7 KM) SOUTH-SOUTHWEST OF HENDERSONVILLE NEAR THE NORTH
 DI3779'CAROLINA/SOUTH CAROLINA STATE LINE. FOR ACCESS CONTACT OWNER-JOHN
 DI3779'BALL. PROCEED ALONG SR 1106-GREEN RIVER ROAD (EXIT 3) FOR 4.0 MI (6.4
 DI3779'KM) WEST FROM US 25 OVERPASS TO THE JUNCTION WITH SR 1104-BOBS CREEK
 DI3779'ROAD, CONTINUE WEST FOR 2.25 MI (3.62 KM) ALONG SR 1106 TO DIRT
 DI3779'ROAD/DRIVEWAY TO RANDY GILLAMS RESIDENCE JUST BEFORE THE PAVEMENT
 DI3779'ENDS. THENCE SOUTH FOR 0.15 MI (0.24 KM) ALONG THE DIRT ROAD TO THE
 DI3779'CONCRETE BRIDGE OVER GREEN RIVER, CONTINUE SOUTH AND BEAR RIGHT FOR
 DI3779'0.1 MI (0.2 KM) TO A FORK, TAKE THE LEFT FORK AND PROCEED SOUTHWEST
 DI3779'FOR 1.35 MI (2.17 KM) TO A FORK, TAKE THE LEFT FORK AND CONTINUE
 DI3779'SOUTHWEST FOR 0.55 MI (0.89 KM) TO A T-JUNCTION. TURN RIGHT AND
 DI3779'PROCEED WEST FOR 0.8 MI (1.3 KM) ALONG THE OLD CCC ROAD TO STATION IN
 DI3779'THE WOODS NORTH. MARK IS ABOUT 2-FEET HIGHER THAN THE OLD CCC ROAD AND
 DI3779'FLUSH WITH THE GROUND. LOCATED 28.0 FT (8.5 M) NORTH OF THE CENTERLINE
 DI3779'OF THE OLD CCC ROAD, 10.0 FT (3.0 M) SOUTHEAST OF A 10-INCH MAPLE,
 DI3779'18.0 FT (5.5 M) WEST-NORTHWEST OF A 10-INCH RED OAK, 24.1 FT (7.3 M)
 DI3779'SOUTH-SOUTHWEST OF A 12-INCH WHITE OAK--ALL THREE WITH REFERENCE
 DI3779'WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2860 ***********************************************************************
 FY2860  DESIGNATION -  BANDAG
 FY2860  PID         -  FY2860
 FY2860  STATE/COUNTY-  NC/GRANVILLE
 FY2860  USGS QUAD   -  OXFORD (1984)
 FY2860
 FY2860                         *CURRENT SURVEY CONTROL
 FY2860  ___________________________________________________________________
 FY2860* NAD 83(2001)-  36 17 45.89169(N)    078 36 33.36587(W)     ADJUSTED  
 FY2860* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 FY2860  ___________________________________________________________________
 FY2860  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 FY2860  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FY2860  HORZ ORDER  -  SECOND
 FY2860
 FY2860.The horizontal coordinates were established by classical geodetic methods
 FY2860.and adjusted by the National Geodetic Survey in August 2005.
 FY2860
 FY2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2860
 FY2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2860
 FY2860.The geoid height was determined by GEOID03.
 FY2860
 FY2860;                    North         East     Units Scale Factor Converg.
 FY2860;SPC NC       -   282,523.325   644,700.139   MT  1.00003869   +0 13 31.9
 FY2860;SPC NC       -   926,911.94  2,115,153.71   sFT  1.00003869   +0 13 31.9
 FY2860;UTM  17      - 4,019,441.202   714,681.459   MT  1.00016789   +1 24 56.7
 FY2860
 FY2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2860!SPC NC       -   0.99998211  x   1.00003869  =   1.00002080
 FY2860!UTM  17      -   0.99998211  x   1.00016789  =   1.00014999
 FY2860
 FY2860|---------------------------------------------------------------------|
 FY2860| PID    Reference Object                     Distance      Geod. Az  |
 FY2860|                                                           dddmmss.s |
 FY2860| FY2861 FINCH                               280.407 METERS 10645     |
 FY2860| FY2851 PLANT                               APPROX. 0.7 KM 3423921.9 |
 FY2860|---------------------------------------------------------------------|
 FY2860
 FY2860                          SUPERSEDED SURVEY CONTROL
 FY2860
 FY2860  NAD 83(1993)-  36 17 45.89934(N)    078 36 33.36856(W) AD(       ) 2
 FY2860  NAD 83(1986)-  36 17 45.89785(N)    078 36 33.37537(W) AD(       ) 2
 FY2860  NAD 27      -  36 17 45.37764(N)    078 36 34.36871(W) AD(       ) 2
 FY2860  NGVD 29 (07/19/86)  146.1    (m)          479.     (f) VERT ANG    3  
 FY2860
 FY2860.Superseded values are not recommended for survey control.
 FY2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2860.See file dsdata.txt to determine how the superseded data were derived.
 FY2860
 FY2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1468119441(NAD 83)
 FY2860_MARKER: DE = TRAVERSE STATION DISK
 FY2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2860_STAMPING: BANDAG 1971
 FY2860_MARK LOGO: NCGS  
 FY2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2860+STABILITY: SURFACE MOTION
 FY2860
 FY2860  HISTORY     - Date     Condition        Report By
 FY2860  HISTORY     - 1971     MONUMENTED       NCGS
 FY2860  HISTORY     - 1977     MARK NOT FOUND   NCGS
 FY2860
 FY2860                          STATION DESCRIPTION
 FY2860
 FY2860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2860'BANDAG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2860'THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY2860'
 FY2860'BANDAG IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF OXFORD.
 FY2860'STATION IS AT THE INTERSECTION OF SR 1195 AND SR 1208 IN THE
 FY2860'SOUTHWEST QUADRANT.  AND 0.45 MILE WEST OF INTERSECTION OF US 15
 FY2860'AND SR 1195.
 FY2860'
 FY2860'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2860'BANDAG 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY2860'IS FLUSH WITH THE GROUND.
 FY2860'
 FY2860'MARK IS
 FY2860'40.3 FEET SSE OF C/L OF SR 1208.
 FY2860'160.9 FEET W OF C/L OF SR 1195.
 FY2860'128.8 FEET W OF ALUMINUM REF. TAG ON PP.
 FY2860'147.0 FEET SW OF ALUMINUM REF. TAG ON PP.
 FY2860'96.1 FEET SSW OF BASE OF METAL LAMP POLE.
 FY2860'92.5 FEET SE OF BASE OF METAL LAMP POLE.
 FY2860
 FY2860                          STATION RECOVERY (1977)
 FY2860
 FY2860'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2860'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE AREA HAS BEEN
 FY2860'GRADED AND THE STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8252 ***********************************************************************
 AF8252  DESIGNATION -  BANDIT
 AF8252  PID         -  AF8252
 AF8252  STATE/COUNTY-  NC/RUTHERFORD
 AF8252  USGS QUAD   -  DYSARTSVILLE (1993)
 AF8252
 AF8252                         *CURRENT SURVEY CONTROL
 AF8252  ___________________________________________________________________
 AF8252* NAD 83(2001)-  35 30 09.20031(N)    081 51 30.75707(W)     ADJUSTED  
 AF8252* NAVD 88     -       291.6    (meters)     957.     (feet)  VERT ANG  
 AF8252  ___________________________________________________________________
 AF8252  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AF8252  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AF8252  HORZ ORDER  -  SECOND
 AF8252
 AF8252.The horizontal coordinates were established by classical geodetic methods
 AF8252.and adjusted by the National Geodetic Survey in August 2005.
 AF8252
 AF8252.The orthometric height was determined by vertical angle observations.
 AF8252
 AF8252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8252
 AF8252.The geoid height was determined by GEOID03.
 AF8252
 AF8252;                    North         East     Units Scale Factor Converg.
 AF8252;SPC NC       -   198,145.149   350,321.914   MT  0.99988214   -1 38 59.5
 AF8252;SPC NC       -   650,081.21  1,149,347.81   sFT  0.99988214   -1 38 59.5
 AF8252;UTM  17      - 3,929,115.687   422,137.526   MT  0.99967471   -0 29 55.0
 AF8252
 AF8252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8252!SPC NC       -   0.99995924  x   0.99988214  =   0.99984139
 AF8252!UTM  17      -   0.99995924  x   0.99967471  =   0.99963397
 AF8252
 AF8252                          SUPERSEDED SURVEY CONTROL
 AF8252
 AF8252  NAD 83(1986)-  35 30 09.21143(N)    081 51 30.75566(W) AD(       ) 2
 AF8252
 AF8252.Superseded values are not recommended for survey control.
 AF8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8252.See file dsdata.txt to determine how the superseded data were derived.
 AF8252
 AF8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2213829116(NAD 83)
 AF8252_MARKER: DE = TRAVERSE STATION DISK
 AF8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8252_STAMPING: BANDIT 1983
 AF8252_MARK LOGO: NCGS  
 AF8252_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8252+STABILITY: SURFACE MOTION
 AF8252
 AF8252  HISTORY     - Date     Condition        Report By
 AF8252  HISTORY     - 1983     MONUMENTED       NCGS
 AF8252
 AF8252                          STATION DESCRIPTION
 AF8252
 AF8252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8252'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI)  NORTH OF LANES STORE AND
 AF8252'17.5 KM (10.85 MI)  NORTHEAST OF RUTHERFORDTON. ALONG US 64 FOR 11.6
 AF8252'KM (7.20 MI)  NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.2 KM
 AF8252'(0.10 MI)  SOUTHWEST OF SR 1701, IN EAST SHOULDER. MARK IS RECESSED 4
 AF8252'INCHES BELOW GROUND AND LEVEL WITH US 64. LOCATED 5.49 M (18.01 FT)
 AF8252'SOUTH-SOUTHEAST OF THE CENTERLINE OF US 64, 35.36 M (116.01 FT)
 AF8252'WEST-SOUTHWEST OF TRAFFIC SIGN POST--AND 4.57 M (14.99 FT)
 AF8252'NORTH-NORTHWEST OF FENCE POST, 8.11 M (26.61 FT) NORTH-NORTHWEST OF
 AF8252'18-INCH BLACK WALNUT--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5627 ***********************************************************************
 DG5627  DESIGNATION -  BANDIT
 DG5627  PID         -  DG5627
 DG5627  STATE/COUNTY-  NC/HENDERSON
 DG5627  USGS QUAD   -  ZIRCONIA (1991)
 DG5627
 DG5627                         *CURRENT SURVEY CONTROL
 DG5627  ___________________________________________________________________
 DG5627* NAD 83(2007)-  35 14 50.86871(N)    082 27 44.33628(W)     ADJUSTED  
 DG5627* NAVD 88     -       894.0    (meters)    2933.     (feet)  GPS OBS   
 DG5627  ___________________________________________________________________
 DG5627  EPOCH DATE  -        2002.00
 DG5627  X           -     684,138.685 (meters)                     COMP
 DG5627  Y           -  -5,170,269.360 (meters)                     COMP
 DG5627  Z           -   3,660,820.251 (meters)                     COMP
 DG5627  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 DG5627  ELLIP HEIGHT-         863.210 (meters)          (02/10/07) ADJUSTED
 DG5627  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 DG5627
 DG5627  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5627  Type    PID    Designation                      North   East  Ellip
 DG5627  -------------------------------------------------------------------
 DG5627  NETWORK DG5627 BANDIT                            1.23   1.00   2.63
 DG5627  -------------------------------------------------------------------
 DG5627
 DG5627.The horizontal coordinates were established by GPS observations
 DG5627.and adjusted by the National Geodetic Survey in February 2007.
 DG5627
 DG5627.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5627.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5627.The horizontal coordinates are valid at the epoch date displayed above.
 DG5627.The epoch date for horizontal control is a decimal equivalence
 DG5627.of Year/Month/Day.
 DG5627
 DG5627.The orthometric height was determined by GPS observations and a
 DG5627.high-resolution geoid model.
 DG5627
 DG5627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5627
 DG5627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5627
 DG5627.The ellipsoidal height was determined by GPS observations
 DG5627.and is referenced to NAD 83.
 DG5627
 DG5627.The geoid height was determined by GEOID03.
 DG5627
 DG5627;                    North         East     Units Scale Factor Converg.
 DG5627;SPC NC       -   171,607.505   294,591.298   MT  0.99987259   -1 59 54.0
 DG5627;SPC NC       -   563,015.62    966,504.95   sFT  0.99987259   -1 59 54.0
 DG5627;UTM  17      - 3,901,466.300   366,959.394   MT  0.99981813   -0 50 38.5
 DG5627
 DG5627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5627!SPC NC       -   0.99986453  x   0.99987259  =   0.99973713
 DG5627!UTM  17      -   0.99986453  x   0.99981813  =   0.99968268
 DG5627
 DG5627                          SUPERSEDED SURVEY CONTROL
 DG5627
 DG5627  NAD 83(1986)-  35 14 50.87484(N)    082 27 44.33534(W) AD(       ) 1
 DG5627  NAD 83(2001)-  35 14 50.86899(N)    082 27 44.33637(W) AD(       ) 1
 DG5627  ELLIP H (05/19/04)  863.216  (m)                       GP(       ) 5 1
 DG5627
 DG5627.Superseded values are not recommended for survey control.
 DG5627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5627.See file dsdata.txt to determine how the superseded data were derived.
 DG5627
 DG5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6695901466(NAD 83)
 DG5627_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5627_STAMPING: BANDIT 1994
 DG5627_MARK LOGO: NCGS  
 DG5627_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5627+STABILITY: SURFACE MOTION
 DG5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5627+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG5627
 DG5627  HISTORY     - Date     Condition        Report By
 DG5627  HISTORY     - 1994     MONUMENTED       NCGS
 DG5627
 DG5627                          STATION DESCRIPTION
 DG5627
 DG5627'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 DG5627'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF FLAT ROCK AND
 DG5627'4.6 MI (7.4 KM) SOUTH OF HENDERSONVILLE, AT THE KENMURE DEVELOPMENT.
 DG5627'PROCEED ALONG US 25 FOR 1.1 MI (1.8 KM) SOUTH FROM SR 1123 (LITTLE
 DG5627'RIVER ROAD) AT THE FLAT ROCK POST OFFICE, THENCE WEST FOR 1.8 MI (2.9
 DG5627'KM) ALONG KENMURE DRIVE, THENCE SOUTHWEST FOR 0.1 MI (0.2 KM) ALONG
 DG5627'BELLSHIRE DRIVE TO BROOKHOLLOW DRIVE AND STATION, 243 FEET (74.1 M)
 DG5627'SOUTHWEST AT AN ELECTRICAL TRANSFORMER BOX. MARK IS ABOUT 3-FEET
 DG5627'HIGHER THAN ROAD AND IS FLUSH WITH GROUND SURFACE. LOCATED 37.5 FT
 DG5627'(11.4 M) NORTHWEST OF THE CENTERLINE OF BELLSHIRE DRIVE, 5.0 FT (1.5
 DG5627'M) NORTHWEST OF THE NORTHEAST CORNER OF POWER BOX--4UU--, 8.9 FT (2.7
 DG5627'M) NORTH-NORTHWEST OF A PROPERTY CORNER (IRON PIPE), 11.4 FT (3.5 M)
 DG5627'WEST-NORTHWEST OF PEDESTAL--108--AND 103.0 FT (31.4 M) SOUTH OF A 12
 DG5627'INCH PINE. SUGARLOAF VOR AND TRYON LOT ARE VISIBLE FROM THIS STATION
 DG5627'AS AZIMUTHS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2884 ***********************************************************************
 FA2884  DESIGNATION -  BANDY
 FA2884  PID         -  FA2884
 FA2884  STATE/COUNTY-  NC/CATAWBA
 FA2884  USGS QUAD   -  CATAWBA (1970)
 FA2884
 FA2884                         *CURRENT SURVEY CONTROL
 FA2884  ___________________________________________________________________
 FA2884* NAD 83(2007)-  35 39 37.91095(N)    081 04 55.87949(W)     ADJUSTED  
 FA2884* NAVD 88     -       314.4    (meters)    1031.     (feet)  VERTCON   
 FA2884  ___________________________________________________________________
 FA2884  EPOCH DATE  -        2002.00
 FA2884  X           -     804,273.816 (meters)                     COMP
 FA2884  Y           -  -5,125,560.195 (meters)                     COMP
 FA2884  Z           -   3,697,818.484 (meters)                     COMP
 FA2884  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FA2884  ELLIP HEIGHT-         282.558 (meters)          (02/10/07) ADJUSTED
 FA2884  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FA2884
 FA2884  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2884  Type    PID    Designation                      North   East  Ellip
 FA2884  -------------------------------------------------------------------
 FA2884  NETWORK FA2884 BANDY                             1.49   1.22   2.53
 FA2884  -------------------------------------------------------------------
 FA2884
 FA2884.The horizontal coordinates were established by GPS observations
 FA2884.and adjusted by the National Geodetic Survey in February 2007.
 FA2884
 FA2884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2884.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2884.The horizontal coordinates are valid at the epoch date displayed above.
 FA2884.The epoch date for horizontal control is a decimal equivalence
 FA2884.of Year/Month/Day.
 FA2884
 FA2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2884
 FA2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2884
 FA2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2884
 FA2884.The ellipsoidal height was determined by GPS observations
 FA2884.and is referenced to NAD 83.
 FA2884
 FA2884.The geoid height was determined by GEOID03.
 FA2884
 FA2884;                    North         East     Units Scale Factor Converg.
 FA2884;SPC NC       -   213,914.474   421,095.173   MT  0.99989797   -1 12 06.4
 FA2884;SPC NC       -   701,817.74  1,381,543.08   sFT  0.99989797   -1 12 06.4
 FA2884;UTM  17      - 3,946,300.536   492,560.907   MT  0.99960068   -0 02 52.5
 FA2884
 FA2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2884!SPC NC       -   0.99995565  x   0.99989797  =   0.99985363
 FA2884!UTM  17      -   0.99995565  x   0.99960068  =   0.99955635
 FA2884
 FA2884:                Primary Azimuth Mark                     Grid Az
 FA2884:SPC NC       -  BANDY AZ MK                              003 53 28.7
 FA2884:UTM  17      -  BANDY AZ MK                              002 44 14.8
 FA2884
 FA2884|---------------------------------------------------------------------|
 FA2884| PID    Reference Object                     Distance      Geod. Az  |
 FA2884|                                                           dddmmss.s |
 FA2884| FA3952 BANDY AZ MK                                        0024122.3 |
 FA2884| FA3953 BANDY RM 1                           25.652 METERS 27317     |
 FA2884| FA3954 BANDY RM 2                           28.146 METERS 35747     |
 FA2884|---------------------------------------------------------------------|
 FA2884
 FA2884                          SUPERSEDED SURVEY CONTROL
 FA2884
 FA2884  NAD 83(2001)-  35 39 37.91111(N)    081 04 55.87961(W) AD(       ) 1
 FA2884  ELLIP H (03/13/03)  282.554  (m)                       GP(       ) 4 2
 FA2884  NAD 83(1986)-  35 39 37.91945(N)    081 04 55.88491(W) AD(       ) 1
 FA2884  NAD 83(1986)-  35 39 37.91945(N)    081 04 55.88491(W) AD(       ) 2
 FA2884  NAD 27      -  35 39 37.43700(N)    081 04 56.60200(W) AD(       ) 2
 FA2884  NGVD 29 (04/01/97)  314.6    (m)         1032.     (f) GPS OBS     3  
 FA2884
 FA2884.Superseded values are not recommended for survey control.
 FA2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2884.See file dsdata.txt to determine how the superseded data were derived.
 FA2884
 FA2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9256146301(NAD 83)
 FA2884_MARKER: DS = TRIANGULATION STATION DISK
 FA2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2884_STAMPING: BANDY 1948
 FA2884_MARK LOGO: NCGS  
 FA2884_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2884+STABILITY: SURFACE MOTION
 FA2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2884+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1997
 FA2884
 FA2884  HISTORY     - Date     Condition        Report By
 FA2884  HISTORY     - 1949     MONUMENTED       CGS
 FA2884  HISTORY     - 1966     GOOD             CGS
 FA2884  HISTORY     - 19921027 GOOD             NCGS
 FA2884  HISTORY     - 19971218 GOOD             NCGS
 FA2884
 FA2884                          STATION DESCRIPTION
 FA2884
 FA2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FA2884'STATION IS LOCATED ABOUT 8 MILES EAST OF NEWTON AND 1-1/2 MILES
 FA2884'NORTHEAST OF BANDY CROSSROADS IN A TRIANGLE FORMED BY A T
 FA2884'INTERSECTION.  IT IS 60 FEET SOUTHEAST OF THE CENTER OF A PAVED
 FA2884'ROAD, 48 FEET SOUTHWEST OF CENTER OF A PAVED ROAD, 44 FEET NORTH
 FA2884'OF CENTER OF A PAVED ROAD AND 25 FEET EAST OF A POWER LINE
 FA2884'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FA2884'BANDY 1948.
 FA2884'
 FA2884'REFERENCE MARK NO. 1 IS 20 FEET NORTHWEST OF CENTER OF A PAVED
 FA2884'ROAD AND 1 FOOT NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 FA2884'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BANDY NO 1 1948.
 FA2884'
 FA2884'REFERENCE MARK NO. 2 IS 58 FEET SOUTHEAST OF CENTER OF A
 FA2884'PAVED ROAD AND 25 FEET NORTHEAST OF CENTER OF A PAVED ROAD.  THE
 FA2884'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BANDY NO
 FA2884'2 1948.
 FA2884'
 FA2884'AZIMUTH MARK IS 24 FEET SOUTH OF CENTER OF A PAVED ROAD, 2
 FA2884'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER
 FA2884'LINE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 FA2884'STAMPED BANDY 1948.
 FA2884'
 FA2884'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 70
 FA2884'AND STATE HIGHWAY 10 WHICH IS ABOUT 1 MILE NORTH OF CATAWBA,
 FA2884'GO SOUTH ON HIGHWAY 10 FOR 3.2 MILES TO A PAVED ROAD LEFT,
 FA2884'TURN LEFT AND GO SOUTH FOR 1.8 MILES TO THE AZIMUTH MARK ON
 FA2884'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON PAVED ROAD 0.4 MILE TO
 FA2884'STATION AS DESCRIBED.
 FA2884'
 FA2884'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA2884
 FA2884                          STATION RECOVERY (1966)
 FA2884
 FA2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2884'STATION MARK AND RM 2 RECOVERED IN GOOD CONDITION.  STATION MARK
 FA2884'IS 2 INCHES BELOW THE GROUND.  RM 1 THE TOP 6 INCHES OF THE
 FA2884'MONUMENT WAS FOUND BROKEN OFF, AND THE DISK WAS REMOVED AT THIS
 FA2884'TIME.  RM 2 PROJECTS 2 INCHES FROM THE LAWN OF A DWELLING.  THE
 FA2884'AZIMUTH MARK WAS NOT RECOVERED AFTER A SEARCH OF OVER AN HOUR,
 FA2884'AND PROBING AT THE PROBABLE SITE.
 FA2884
 FA2884                          STATION RECOVERY (1992)
 FA2884
 FA2884'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA2884'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 FA2884'REFERENCE MARK 1 WAS REPORTED DESTROYED AND THE AZIMUTH MARK WAS NOT
 FA2884'FOUND. THE DISTANCE BETWEEN THE STATION AND REFERENCE MARK 2 CHECKED
 FA2884'WITH THE DESCRIPTION. NEW REFERENCE INFORMATION FOLLOWS.$STATION IS
 FA2884'LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF NEWTON AND 1.5 MI (2.4 KM)
 FA2884'NORTHEAST OF BRANDY.$PROCEED ALONG NC 16 FOR 4.5 MI (7.2 KM) NORTHWEST
 FA2884'FROM NC 150, THENCE NORTHEAST FOR 4.25 MI (6.84 KM) ALONG SR 1003
 FA2884'(BUFFALO SHOALS ROAD) TO STATION ON THE EAST SIDE OF THE ROAD, IN A
 FA2884'TRIANGULAR ISLAND FORMED BY THE INTERSECTION WITH SR 1848 (SHERRILLS
 FA2884'FORD ROAD), OR 2.1 MI (3.4 KM) SOUTHEAST ALONG SR 1003 (MURRAYS MILL
 FA2884'ROAD) FROM NC 10.$MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.
 FA2884'LOCATED 61.0 FT (18.6 M) EAST OF THE CENTERLINE OF SR 1003, 44.0 FT
 FA2884'(13.4 M) NORTH OF THE CENTERLINE OF SR 1848, 45.5 FT (13.9 M)
 FA2884'SOUTHWEST OF THE CENTERLINE OF SR 1848, 105.3 FT (32.1 M) NORTHWEST OF
 FA2884'THE NORTHWEST CORNER OF THE CENTER UNITED METHODIST CHURCH, AND 23.8
 FA2884'FT (7.3 M) EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 FA2884
 FA2884                          STATION RECOVERY (1997)
 FA2884
 FA2884'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA2884'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 FA2884'MARK IS LOCATED 21.5 FT (6.6 M) EAST-NORTHEAST OF POWER POLE WITH
 FA2884'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3516 ***********************************************************************
 FB3516  DESIGNATION -  BANES
 FB3516  PID         -  FB3516
 FB3516  STATE/COUNTY-  NC/MACON
 FB3516  USGS QUAD   -  RAINBOW SPRINGS (1978)
 FB3516
 FB3516                         *CURRENT SURVEY CONTROL
 FB3516  ___________________________________________________________________
 FB3516* NAD 83(2001)-  35 06 31.77380(N)    083 33 15.27950(W)     ADJUSTED  
 FB3516* NAVD 88     -      1068.4    (meters)    3505.     (feet)  VERTCON   
 FB3516  ___________________________________________________________________
 FB3516  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 FB3516  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FB3516  HORZ ORDER  -  SECOND
 FB3516
 FB3516.The horizontal coordinates were established by classical geodetic methods
 FB3516.and adjusted by the National Geodetic Survey in August 2005.
 FB3516
 FB3516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3516
 FB3516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3516
 FB3516.The geoid height was determined by GEOID03.
 FB3516
 FB3516;                    North         East     Units Scale Factor Converg.
 FB3516;SPC NC       -   160,255.715   194,601.009   MT  0.99987569   -2 37 42.9
 FB3516;SPC NC       -   525,772.29    638,453.48   sFT  0.99987569   -2 37 42.9
 FB3516;UTM  17      - 3,888,097.107   267,203.677   MT  1.00026795   -1 28 10.9
 FB3516
 FB3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3516!SPC NC       -   0.99983670  x   0.99987569  =   0.99971241
 FB3516!UTM  17      -   0.99983670  x   1.00026795  =   1.00010460
 FB3516
 FB3516                          SUPERSEDED SURVEY CONTROL
 FB3516
 FB3516  NAD 83(1995)-  35 06 31.77394(N)    083 33 15.27930(W) AD(       ) 2
 FB3516  NAD 83(1986)-  35 06 31.77422(N)    083 33 15.28034(W) AD(       ) 2
 FB3516  NGVD 29 (09/18/91) 1068.4    (m)         3505.     (f) VERT ANG    3  
 FB3516
 FB3516.Superseded values are not recommended for survey control.
 FB3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3516.See file dsdata.txt to determine how the superseded data were derived.
 FB3516
 FB3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6720488097(NAD 83)
 FB3516_MARKER: DE = TRAVERSE STATION DISK
 FB3516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3516+STABILITY: SURFACE MOTION
 FB3516
 FB3516  HISTORY     - Date     Condition        Report By
 FB3516  HISTORY     - 1978     MONUMENTED       NCGS
 FB3516
 FB3516                          STATION DESCRIPTION
 FB3516
 FB3516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3516'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF RAINBOW
 FB3516'SPRINGS AND 10.8 MILES WEST-SOUTHWEST OF FRANKLIN.
 FB3516'
 FB3516'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND SR 1448 OR
 FB3516'OLD US 64 NEAR RAINBOW SPRINGS, PROCEED NORTHEAST ALONG US 64 FOR
 FB3516'0.75 MILES TO STATION IN THE LEFT SHOULDER.
 FB3516'
 FB3516'STATION MARK IS A STANDARD DISK STAMPED---BANES 1978---SET IN TOP OF A
 FB3516'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 26.2
 FB3516'FEET WEST-NORTHWEST OF CENTERLINE OF US 64, 159.8 FEET NORTH-NORTHWEST
 FB3516'OF A 15 INCH OAK WITH REFERENCE TAG, 3.6 FEET WEST OF GUARD RAIL, AND
 FB3516'191.8 FEET WEST-SOUTHWEST OF A 15 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0069 ***********************************************************************
 EA0069  DESIGNATION -  BANK
 EA0069  PID         -  EA0069
 EA0069  STATE/COUNTY-  NC/CARTERET
 EA0069  USGS QUAD   -  STYRON BAY (1971)
 EA0069
 EA0069                         *CURRENT SURVEY CONTROL
 EA0069  ___________________________________________________________________
 EA0069* NAD 83(2001)-  34 50 28.08153(N)    076 19 58.04576(W)     ADJUSTED  
 EA0069* NAVD 88     -         0.973  (meters)       3.19   (feet)  ADJUSTED  
 EA0069  ___________________________________________________________________
 EA0069  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EA0069  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0069  DYNAMIC HT  -           0.972 (meters)       3.19  (feet)  COMP
 EA0069  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 EA0069
 EA0069  HORZ ORDER  -  SECOND
 EA0069  VERT ORDER  -  SECOND    CLASS 0
 EA0069
 EA0069.The horizontal coordinates were established by classical geodetic methods
 EA0069.and adjusted by the National Geodetic Survey in August 2005.
 EA0069
 EA0069.The orthometric height was determined by differential leveling
 EA0069.and adjusted in June 1991.
 EA0069
 EA0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0069
 EA0069.The geoid height was determined by GEOID03.
 EA0069
 EA0069.The dynamic height is computed by dividing the NAVD 88
 EA0069.geopotential number by the normal gravity value computed on the
 EA0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0069.degrees latitude (g = 980.6199 gals.).
 EA0069
 EA0069.The modeled gravity was interpolated from observed gravity values.
 EA0069
 EA0069;                    North         East     Units Scale Factor Converg.
 EA0069;SPC NC       -   124,316.878   853,501.348   MT  0.99989811   +1 32 22.0
 EA0069;SPC NC       -   407,862.96  2,800,195.67   sFT  0.99989811   +1 32 22.0
 EA0069;UTM  18      - 3,856,235.429   378,142.223   MT  0.99978302   -0 45 41.5
 EA0069
 EA0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0069!SPC NC       -   1.00000578  x   0.99989811  =   0.99990389
 EA0069!UTM  18      -   1.00000578  x   0.99978302  =   0.99978880
 EA0069
 EA0069:                Primary Azimuth Mark                     Grid Az
 EA0069:SPC NC       -  WHITE POINT BEACON                       007 52 54.8
 EA0069:UTM  18      -  WHITE POINT BEACON                       010 10 58.3
 EA0069
 EA0069|---------------------------------------------------------------------|
 EA0069| PID    Reference Object                     Distance      Geod. Az  |
 EA0069|                                                           dddmmss.s |
 EA0069| EA1594 WHITE POINT BEACON                  APPROX. 4.0 KM 0092516.8 |
 EA0069| EA0070 BANK RM 2                            30.610 METERS 01306     |
 EA0069| EA1599 CORE ATLANTIC CG STA FLAGPOLE       APPROX. 2.9 KM 0464300.2 |
 EA0069| EA1598 ATLANTIC CG STATION CUPOLA          APPROX. 2.9 KM 0464358.9 |
 EA0069| EA0068 BANK RM 1                            24.663 METERS 08112     |
 EA0069| EA1618 NELSON BAY BEACON                   APPROX. 4.5 KM 2713626.8 |
 EA0069| EA1600 MILL POINT BEACON                   APPROX. 3.2 KM 2753222.0 |
 EA0069| EA3636 PEN RM                               16.070 METERS 32351     |
 EA0069| EA1603 STEEP POINT BEACON                  APPROX. 2.7 KM 3301138.5 |
 EA0069| EA1584 ATLANTIC METH CHURCH SPIRE          APPROX. 4.7 KM 3511841.7 |
 EA0069|---------------------------------------------------------------------|
 EA0069
 EA0069                          SUPERSEDED SURVEY CONTROL
 EA0069
 EA0069  NAD 83(1986)-  34 50 28.09576(N)    076 19 58.05591(W) AD(       ) 2
 EA0069  NAD 27      -  34 50 27.51100(N)    076 19 59.36000(W) AD(       ) 2
 EA0069  NGVD 29 (??/??/92)    1.317  (m)            4.32   (f) ADJ UNCH    2 0
 EA0069
 EA0069.Superseded values are not recommended for survey control.
 EA0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0069.See file dsdata.txt to determine how the superseded data were derived.
 EA0069
 EA0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7814256235(NAD 83)
 EA0069_MARKER: DS = TRIANGULATION STATION DISK
 EA0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0069_STAMPING: BANK 1933
 EA0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0069+STABILITY: SURFACE MOTION
 EA0069
 EA0069  HISTORY     - Date     Condition        Report By
 EA0069  HISTORY     - 1933     MONUMENTED       CGS
 EA0069  HISTORY     - 1947     GOOD             CGS
 EA0069  HISTORY     - 1960     GOOD             CGS
 EA0069  HISTORY     - 1960     GOOD             NGS
 EA0069  HISTORY     - 1962     GOOD             CGS
 EA0069
 EA0069                          STATION DESCRIPTION
 EA0069
 EA0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EA0069'THIS STATION REPLACES OLD STATION PEN, WHICH WAS DESTROYED.  IT
 EA0069'IS ON THE E SIDE OF CORE SOUND, ON CORE BANK, OPPOSITE
 EA0069'STYRAN BAY, ON A ROUNDING POINT, NEAR THE SECOND-HIGHEST SAND
 EA0069'DUNE FROM THE S, ON THE ATLANTIC SIDE OF CORE BANK.  IT IS
 EA0069'APPROXIMATELY 70 METERS FROM SHORE OF THE SOUND.
 EA0069'
 EA0069'STATION MARK IS A BRONZE STATION DISK, STAMPED BANK 1933, SET
 EA0069'IN 8-INCH TILE, PROJECTING 10 INCHES ABOVE THE GROUND.
 EA0069'
 EA0069'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, PROJECTING 8
 EA0069'INCHES ABOVE THE GROUND.  IT IS SET IN 6-INCH TILE, SW OF THE
 EA0069'STATION.
 EA0069'
 EA0069'REFERENCE MARK 2 IS SIMILAR TO REFERENCE MARK 1 AND IS IN A N
 EA0069'DIRECTION FROM THE STATION.  THE OLD REFERENCE MARK (PEN) IS A 20D
 EA0069'NAIL IN CONCRETE IN 4-INCH TILE, PROJECTING 12 INCHES ABOVE
 EA0069'GROUND AND SET IN A MASS OF CONCRETE.  IT IS A BRONZE REFERENCE
 EA0069'DISK.
 EA0069'
 EA0069'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 EA0069
 EA0069                          STATION RECOVERY (1947)
 EA0069
 EA0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA0069'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 EA0069'EXCEPT FOR THE FOLLOWING ADDITIONS--
 EA0069'
 EA0069'STATION IS 2.0 MILES SW OF ATLANTIC COAST GUARD STATION
 EA0069'ALONG THE TELEPHONE LINE, IS PERPENDICULAR TO 475, AND ON THE
 EA0069'SOUND SIDE OF THE LINE.  IT IS STAMPED BANK 1933.
 EA0069'
 EA0069'STATION IS 49.6 METERS FROM THE MEAN HIGH-WATER LINE OF
 EA0069'CORE SOUND, AND JUST S OF A SMALL CREEK.
 EA0069'
 EA0069'MONUMENT IS SITUATED ON THE TIP OF A LARGE SAND SPOT THAT
 EA0069'IS NEAR CORE SOUND AND JUST S OF A SMALL CREEK.
 EA0069'
 EA0069'ELEVATION DETERMINED BY U.S.E. - 4.58 FEET ABOVE MEAN LOW
 EA0069'WATER.
 EA0069
 EA0069                          STATION RECOVERY (1960)
 EA0069
 EA0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 EA0069'STATION WAS RECOVERED AS DESCRIBED IN 1933 DESCRIPTION AND ALL
 EA0069'MARKS FOUND IN GOOD CONDITION.  A CHECK WAS MADE OF THE
 EA0069'DISTANCE TO REFERENCE MARKS AND A DIFFERENCE WAS FOUND.
 EA0069
 EA0069                          STATION RECOVERY (1960)
 EA0069
 EA0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EA0069'18.7 MI NE FROM CAPE LOOKOUT.
 EA0069'ABOUT 18.7 MILES NORTHEAST ALONG TELEPHONE LINE ALONG CORE BANKS
 EA0069'FROM THE LIGHTHOUSE AT CAPE LOOKOUT, ABOUT 1.8 MILES SOUTHEAST
 EA0069'OF THE ABANDONED ATLANTIC COAST GUARD STATION, ON THE NORTHWEST
 EA0069'EDGE OF BANKS, ABOUT 35 YARDS SOUTHEAST OF EDGE OF BANKS, ABOUT
 EA0069'0.1 MILE NORTHWEST OF TELEPHONE POLE NO. 745, 2 FEET SOUTHWEST
 EA0069'OF A STEEL WITNESS POST, AND IS A CONCRETE FILLED 10-INCH TILE
 EA0069'PROJECTING 10 INCHES.
 EA0069
 EA0069                          STATION RECOVERY (1962)
 EA0069
 EA0069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA0069'THIS STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 EA0069'1960 DESCRIPTION OF THIS STATION WAS NOT AVAILABLE BUT
 EA0069'IT PROBABLY BE ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1736 ***********************************************************************
 EB1736  DESIGNATION -  BANK
 EB1736  PID         -  EB1736
 EB1736  STATE/COUNTY-  NC/HOKE
 EB1736  USGS QUAD   -  RAEFORD (1982)
 EB1736
 EB1736                         *CURRENT SURVEY CONTROL
 EB1736  ___________________________________________________________________
 EB1736* NAD 83(2001)-  34 58 39.66789(N)    079 13 26.16026(W)     ADJUSTED  
 EB1736* NAVD 88     -        76.580  (meters)     251.25   (feet)  ADJUSTED  
 EB1736  ___________________________________________________________________
 EB1736  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EB1736  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 EB1736  DYNAMIC HT  -          76.509 (meters)     251.01  (feet)  COMP
 EB1736  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 EB1736
 EB1736  HORZ ORDER  -  SECOND
 EB1736  VERT ORDER  -  SECOND    CLASS II
 EB1736
 EB1736.The horizontal coordinates were established by classical geodetic methods
 EB1736.and adjusted by the National Geodetic Survey in August 2005.
 EB1736
 EB1736.The orthometric height was determined by differential leveling
 EB1736.and adjusted in June 1991.
 EB1736
 EB1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1736
 EB1736.The geoid height was determined by GEOID03.
 EB1736
 EB1736.The dynamic height is computed by dividing the NAVD 88
 EB1736.geopotential number by the normal gravity value computed on the
 EB1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1736.degrees latitude (g = 980.6199 gals.).
 EB1736
 EB1736.The modeled gravity was interpolated from observed gravity values.
 EB1736
 EB1736;                    North         East     Units Scale Factor Converg.
 EB1736;SPC NC       -   136,210.411   589,155.591   MT  0.99988397   -0 07 45.3
 EB1736;SPC NC       -   446,883.66  1,932,921.30   sFT  0.99988397   -0 07 45.3
 EB1736;UTM  17      - 3,872,009.201   662,121.976   MT  0.99992394   +1 01 06.1
 EB1736
 EB1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1736!SPC NC       -   0.99999311  x   0.99988397  =   0.99987708
 EB1736!UTM  17      -   0.99999311  x   0.99992394  =   0.99991705
 EB1736
 EB1736                          SUPERSEDED SURVEY CONTROL
 EB1736
 EB1736  NAD 83(1986)-  34 58 39.68246(N)    079 13 26.16583(W) AD(       ) 2
 EB1736  NAVD 88 (06/16/98)   76.58   (m)          251.2    (f) LEVELING    3  
 EB1736
 EB1736.Superseded values are not recommended for survey control.
 EB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1736.See file dsdata.txt to determine how the superseded data were derived.
 EB1736
 EB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6212272009(NAD 83)
 EB1736_MARKER: DE = TRAVERSE STATION DISK
 EB1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1736_SP_SET: CONCRETE POST
 EB1736_STAMPING: BANK 1981
 EB1736_MARK LOGO: NCGS  
 EB1736_PROJECTION: RECESSED 3 CENTIMETERS
 EB1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1736+STABILITY: SURFACE MOTION
 EB1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1736+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 EB1736
 EB1736  HISTORY     - Date     Condition        Report By
 EB1736  HISTORY     - 1981     MONUMENTED       NCGS
 EB1736  HISTORY     - 20040203 GOOD             GEOCAC
 EB1736  HISTORY     - 20061007 GOOD             USPSQD
 EB1736
 EB1736                          STATION DESCRIPTION
 EB1736
 EB1736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EB1736'IN RAEFORD.
 EB1736'AT THE INTERSECTION OF MAIN AND HARRIS STREETS, IN FRONT OF THE BANK
 EB1736'OF RAEFORD BETWEEN SIDEWALK AND CURB, 39.1 FEET EAST-SOUTHEAST OF
 EB1736'MANHOLE IN CENTER IN INTERSECTION, 79.8 FEET WEST OF FRONT DOOR OF
 EB1736'BANK, 6.6 FEET SOUTH OF FIRE HYDRANT, 15.5 FEET SOUTH OF POWER POLE
 EB1736'WITH REFERENCE TAG, 17.6 FEET NORTH OF BRACE POLE WITH TRAFFIC CONTROL
 EB1736'BOX AND REFERENCE TAG AND 20.7 FEET SOUTHWEST OF GUY WIRE ANCHOR.
 EB1736'THE MARK IS ABOVE LEVEL WITH STREET.
 EB1736
 EB1736                          STATION RECOVERY (2004)
 EB1736
 EB1736'RECOVERY NOTE BY GEOCACHING 2004 (MFK)
 EB1736'REPORTING AS FOUND BECAUSE THE NC GEODETIC SURVEY AGENCY LISTS THIS
 EB1736'STATION AS DESTROYED IN A 2000 RECOVERY.
 EB1736
 EB1736                          STATION RECOVERY (2006)
 EB1736
 EB1736'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB1736'MARK IS NOW 4 INCHES BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2113 ***********************************************************************
 EZ2113  DESIGNATION -  BANK
 EZ2113  PID         -  EZ2113
 EZ2113  STATE/COUNTY-  NC/MOORE
 EZ2113  USGS QUAD   -  NIAGARA (1983)
 EZ2113
 EZ2113                         *CURRENT SURVEY CONTROL
 EZ2113  ___________________________________________________________________
 EZ2113* NAD 83(2001)-  35 11 55.69818(N)    079 22 24.29800(W)     ADJUSTED  
 EZ2113* NAVD 88     -       125.437  (meters)     411.54   (feet)  ADJUSTED  
 EZ2113  ___________________________________________________________________
 EZ2113  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 EZ2113  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ2113  DYNAMIC HT  -         125.324 (meters)     411.17  (feet)  COMP
 EZ2113  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 EZ2113
 EZ2113  HORZ ORDER  -  SECOND
 EZ2113  VERT ORDER  -  SECOND    CLASS II
 EZ2113
 EZ2113.The horizontal coordinates were established by classical geodetic methods
 EZ2113.and adjusted by the National Geodetic Survey in August 2005.
 EZ2113
 EZ2113.The orthometric height was determined by differential leveling
 EZ2113.and adjusted in February 2001.
 EZ2113
 EZ2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2113
 EZ2113.The geoid height was determined by GEOID03.
 EZ2113
 EZ2113.The dynamic height is computed by dividing the NAVD 88
 EZ2113.geopotential number by the normal gravity value computed on the
 EZ2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2113.degrees latitude (g = 980.6199 gals.).
 EZ2113
 EZ2113.The modeled gravity was interpolated from observed gravity values.
 EZ2113
 EZ2113;                    North         East     Units Scale Factor Converg.
 EZ2113;SPC NC       -   160,779.774   575,599.798   MT  0.99987302   -0 12 55.9
 EZ2113;SPC NC       -   527,491.64  1,888,447.00   sFT  0.99987302   -0 12 55.9
 EZ2113;UTM  17      - 3,896,301.894   648,075.312   MT  0.99987022   +0 56 15.9
 EZ2113
 EZ2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2113!SPC NC       -   0.99998528  x   0.99987302  =   0.99985831
 EZ2113!UTM  17      -   0.99998528  x   0.99987022  =   0.99985551
 EZ2113
 EZ2113:                Primary Azimuth Mark                     Grid Az
 EZ2113:SPC NC       -  MEDIAN                                   077 48 57.5
 EZ2113:UTM  17      -  MEDIAN                                   076 39 45.7
 EZ2113
 EZ2113|---------------------------------------------------------------------|
 EZ2113| PID    Reference Object                     Distance      Geod. Az  |
 EZ2113|                                                           dddmmss.s |
 EZ2113| EZ2111 MEDIAN                              APPROX. 1.5 KM 0773601.6 |
 EZ2113|---------------------------------------------------------------------|
 EZ2113
 EZ2113                          SUPERSEDED SURVEY CONTROL
 EZ2113
 EZ2113  NAD 83(1986)-  35 11 55.68727(N)    079 22 24.29520(W) AD(       ) 2
 EZ2113  NAD 27      -  35 11 55.12197(N)    079 22 25.18170(W) AD(       ) 2
 EZ2113  NAVD 88 (06/15/91)  125.448  (m)          411.57   (f) UNKNOWN     1 2
 EZ2113  NGVD 29 (10/06/93)  125.689  (m)          412.36   (f) ADJUSTED    1 2
 EZ2113
 EZ2113.Superseded values are not recommended for survey control.
 EZ2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2113.See file dsdata.txt to determine how the superseded data were derived.
 EZ2113
 EZ2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4807596302(NAD 83)
 EZ2113_MARKER: DB = BENCH MARK DISK
 EZ2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2113_SP_SET: CONCRETE POST
 EZ2113_STAMPING: BANK 1972
 EZ2113_MARK LOGO: NCGS  
 EZ2113_PROJECTION: PROJECTING 5 CENTIMETERS
 EZ2113_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2113+STABILITY: SURFACE MOTION
 EZ2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2113+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 EZ2113
 EZ2113  HISTORY     - Date     Condition        Report By
 EZ2113  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2113  HISTORY     - 1980     GOOD             NCGS
 EZ2113  HISTORY     - 1980     GOOD             NCGS
 EZ2113  HISTORY     - 19970812 GOOD             NCGS
 EZ2113  HISTORY     - 20061109 GOOD             GEOCAC
 EZ2113
 EZ2113                          STATION DESCRIPTION
 EZ2113
 EZ2113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2113'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2113'VICINITY OF SOUTHERN PINES, NORTH CAROLINA.
 EZ2113'
 EZ2113'BANK IS LOCATED APPROXIMATELY 2.1 MILES NNE OF SOUTHERN PINES AND
 EZ2113'2.4 MILES WSW OF SMALL COMMUNITY OF SKYLINE.  TO REACH STATION FROM
 EZ2113'THE INTERSECTION OF US 1 AND NC 2 IN SOUTHERN PINES, PROCEED NORTH
 EZ2113'ALONG US 1 FOR 0.65 MILE TO INTERSECTION OF SR 2089 (S) AND SR
 EZ2113'1871 (N), TURN LEFT AND GO 0.25 MILE NE ALONG SR 1871 TO STATION
 EZ2113'ON LEFT, ON CREST OF A 4 FOOT EMBANKMENT, NEAR HOWARD JOHNSON
 EZ2113'BILLBOARD SIGN.
 EZ2113'
 EZ2113'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANK
 EZ2113'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ2113'INCHES ABOVE THE GROUND.
 EZ2113'
 EZ2113'MARK IS
 EZ2113'28.8 FEET NNW OF C/L OF SR 1871.
 EZ2113'107.6 FEET W OF C/L OF DIRT LANE (N).
 EZ2113'1.9 FEET S OF PP NO. 5977 W/TRANSFORMER AND ALUMINUM REF. TAG.
 EZ2113'15.9 FEET SSW OF S POST OF BILLBOARD W/ELECTRIC METER AND WITH
 EZ2113'ALUMINUM REF. TAG.
 EZ2113'32.9 FEET ENE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2113'10.9 FEET WNW OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2113
 EZ2113                          STATION RECOVERY (1980)
 EZ2113
 EZ2113'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2113'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2113
 EZ2113                          STATION RECOVERY (1980)
 EZ2113
 EZ2113'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2113'2.0 MI NNE FROM SOUTHERN PINES.
 EZ2113'0.9 MILE NORTHEAST ALONG U.S. 1 FROM OVERPASS OF N.C. 2, TO MEDIAN
 EZ2113'CROSSOVER, TURN LEFT, THENCE 0.25 MILE NORTHEAST ALONG SR 1871
 EZ2113'-PARALLEL TO U.S. 1- TO CREST OF RISE, AT HOWARD JOHNSON SIGN,
 EZ2113'28.8 FEET NORTH-NORTHWEST OF CENTERLINE OF ROAD, 107.6 FEET WEST OF
 EZ2113'CENTERLINE OF DIRT LANE, 1.9 FEET SOUTH OF POWER POLE 5977 WITH
 EZ2113'REFERENCE TAG, 32.9 FEET EAST-NORTHEAST OF 10 INCH PINE WITH REFERENCE
 EZ2113'TAG AND 10.9 FEET WEST-NORTHWEST OF 8 INCH PINE WITH REFERENCE TAG.
 EZ2113'THE MARK IS 4 FT ABOVE ROAD.
 EZ2113
 EZ2113                          STATION RECOVERY (1997)
 EZ2113
 EZ2113'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EZ2113'BANK IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) NORTH-NORTHEAST OF
 EZ2113'SOUTHERN PINES AND 2.5 MI (4.0 KM) WEST-SOUTHWEST OF SMALL COMMUNITY
 EZ2113'OF SKYLINE.
 EZ2113'ALONG US-1 FOR 0.65 MI (1.05 KM) NORTH FROM US-1 AND NC-2, IN SOUTHERN
 EZ2113'PINES, TO INTERSECTION OF SR 2089 AND SR 1871 (ST JOSEPH ROAD) ,
 EZ2113'THENCE NORTHEAST ALONG SR 1871 FOR 0.25 MI (0.40 KM) TO STATION, ON
 EZ2113'CREST OF AN 8-FOOT EMBANKMENT.
 EZ2113'MARK IS ABOUT 8-FEET HIGHER THAN SR 1871 AND PROJECTS ABOUT 6-INCHES
 EZ2113'ABOVE THE GROUND.  LOCATED 28.8 FT (8.8 M) NORTH-NORTHWEST OF
 EZ2113'CENTERLINE OF SR 1871, 108.0 FT (32.9 M) WEST OF CENTER OF DIRT LANE
 EZ2113'LEADING NORTH, ---- 32.9 FT (10.0 M) EAST-NORTHEAST OF 15-INCH PINE,
 EZ2113'11.8 FT (3.6 M) WEST-NORTHWEST OF 16-INCH PINE, 47.0 FT (14.3 M)
 EZ2113'WEST-SOUTHWEST OF POWER POLE 6841W, 128.2 FT (39.1 M) EAST-NORTHEAST
 EZ2113'OF POWER POLE 6842W, 32.7 FT (10.0 M) SOUTHEAST OF 13-INCH PINE--- ALL
 EZ2113'WITH REFERENCE TAGS.
 EZ2113
 EZ2113                          STATION RECOVERY (2006)
 EZ2113
 EZ2113'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2113'RECOVERED IN GOOD CONDITION. MONUMENT PROJECTS 6 INCHES.
 EZ2113' 
 EZ2113' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1417 ***********************************************************************
 EZ1417  DESIGNATION -  BANK
 EZ1417  PID         -  EZ1417
 EZ1417  STATE/COUNTY-  NC/CHATHAM
 EZ1417  USGS QUAD   -  MERRY OAKS (1981)
 EZ1417
 EZ1417                         *CURRENT SURVEY CONTROL
 EZ1417  ___________________________________________________________________
 EZ1417* NAD 83(2001)-  35 44 23.12040(N)    079 03 48.18018(W)     ADJUSTED  
 EZ1417* NAVD 88     -       111.457  (meters)     365.67   (feet)  ADJUSTED  
 EZ1417  ___________________________________________________________________
 EZ1417  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 EZ1417  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 EZ1417  DYNAMIC HT  -         111.364 (meters)     365.37  (feet)  COMP
 EZ1417  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 EZ1417
 EZ1417  HORZ ORDER  -  SECOND
 EZ1417  VERT ORDER  -  SECOND    CLASS II
 EZ1417
 EZ1417.The horizontal coordinates were established by classical geodetic methods
 EZ1417.and adjusted by the National Geodetic Survey in August 2005.
 EZ1417
 EZ1417.The orthometric height was determined by differential leveling
 EZ1417.and adjusted in June 1991.
 EZ1417
 EZ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1417
 EZ1417.The geoid height was determined by GEOID03.
 EZ1417
 EZ1417.The dynamic height is computed by dividing the NAVD 88
 EZ1417.geopotential number by the normal gravity value computed on the
 EZ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1417.degrees latitude (g = 980.6199 gals.).
 EZ1417
 EZ1417.The modeled gravity was interpolated from observed gravity values.
 EZ1417
 EZ1417;                    North         East     Units Scale Factor Converg.
 EZ1417;SPC NC       -   220,728.697   603,868.147   MT  0.99990877   -0 02 11.7
 EZ1417;SPC NC       -   724,174.07  1,981,190.75   sFT  0.99990877   -0 02 11.7
 EZ1417;UTM  17      - 3,956,813.305   675,124.998   MT  0.99997793   +1 07 53.3
 EZ1417
 EZ1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1417!SPC NC       -   0.99998743  x   0.99990877  =   0.99989620
 EZ1417!UTM  17      -   0.99998743  x   0.99997793  =   0.99996536
 EZ1417
 EZ1417                          SUPERSEDED SURVEY CONTROL
 EZ1417
 EZ1417  NAD 83(1986)-  35 44 23.12449(N)    079 03 48.18821(W) AD(       ) 2
 EZ1417  NAD 27      -  35 44 22.59684(N)    079 03 49.14239(W) AD(       ) 2
 EZ1417  NGVD 29 (??/??/92)  111.697  (m)          366.46   (f) ADJ UNCH    2 2
 EZ1417
 EZ1417.Superseded values are not recommended for survey control.
 EZ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1417.See file dsdata.txt to determine how the superseded data were derived.
 EZ1417
 EZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7512556813(NAD 83)
 EZ1417_MARKER: DE = TRAVERSE STATION DISK
 EZ1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1417_STAMPING: BANK 1973
 EZ1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1417+STABILITY: SURFACE MOTION
 EZ1417
 EZ1417  HISTORY     - Date     Condition        Report By
 EZ1417  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1417  HISTORY     - 1974     GOOD             NCGS
 EZ1417  HISTORY     - 1987     GOOD             USPSQD
 EZ1417
 EZ1417                          STATION DESCRIPTION
 EZ1417
 EZ1417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ1417'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1417'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1417'
 EZ1417'BANK IS LOCATED APPROXIMATELY 1.1 MILES EAST OF GRIFFINS
 EZ1417'CROSSROADS, AND 6.5 MILES EAST OF PITTSBORO.  TO REACH STATION
 EZ1417'FROM THE U.S. 64 BRIDGE OVER NEW HOPE RIVER BETWEEN APEX AND
 EZ1417'PITTSBORO.  PROCEED WESTERLY ALONG U.S. 64 FOR 2.25 MILES TO
 EZ1417'STATION ON THE RIGHT ON TOP OF A 6 FT CUT.  AND 1.20 MILE EAST OF
 EZ1417'INTERSECTION WITH SR 1700 (GRIFFINS CROSSROADS).
 EZ1417'
 EZ1417'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1417'BANK 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ1417'IS 2 INCHES BELOW THE GROUND.
 EZ1417'
 EZ1417'MARK IS 29.3 FT NNE OF C/L OF U.S. 64
 EZ1417'
 EZ1417'15.0 FT SSE OF 18 IN POPLAR W/ALUMINUM REF. TAG
 EZ1417'
 EZ1417'82.5 FT WNW OF 18 IN PINE W/ALUMINUM REF. TAG
 EZ1417'
 EZ1417'26.2 FT SE OF 10 IN LEANING PINE W/ALUMINUM REF. TAG
 EZ1417
 EZ1417                          STATION RECOVERY (1974)
 EZ1417
 EZ1417'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1417'6.5 MI E FROM PITTSBORO.
 EZ1417'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER NEW HOPE RIVER
 EZ1417'BETWEEN APEX AND PITTSBORO, PROCEED WESTERLY ALONG U.S. 64 FOR
 EZ1417'2.25 MILES TO STATION ON THE RIGHT ON TOP OF A 6 FOOT CUT, AND
 EZ1417'1.2 MILES EAST OF INTERSECTION WITH SR 1700 AT GRIFFINS CROSSROADS,
 EZ1417'29.3 FT NNE OF C/L OF U.S. 64, 15.0 FT SSE OF 18 IN POPLAR WITH
 EZ1417'ALUMINUM REF. TAG, 82.5 FT WNW OF 18 IN PINE WITH ALUMINUM REF.
 EZ1417'TAG, AND 26.2 FT SE OF 10 IN LEANING PINE WITH ALUMINUM REF. TAG.
 EZ1417'DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE
 EZ1417'GROUND.
 EZ1417
 EZ1417                          STATION RECOVERY (1987)
 EZ1417
 EZ1417'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2016 ***********************************************************************
 EZ2016  DESIGNATION -  BANK
 EZ2016  PID         -  EZ2016
 EZ2016  STATE/COUNTY-  NC/HARNETT
 EZ2016  USGS QUAD   -  OLIVIA (1981)
 EZ2016
 EZ2016                         *CURRENT SURVEY CONTROL
 EZ2016  ___________________________________________________________________
 EZ2016* NAD 83(2001)-  35 15 29.19980(N)    079 02 23.92918(W)     ADJUSTED  
 EZ2016* NAVD 88     -       114.808  (meters)     376.67   (feet)  ADJUSTED  
 EZ2016  ___________________________________________________________________
 EZ2016  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 EZ2016  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EZ2016  DYNAMIC HT  -         114.703 (meters)     376.32  (feet)  COMP
 EZ2016  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 EZ2016
 EZ2016  HORZ ORDER  -  SECOND
 EZ2016  VERT ORDER  -  FIRST     CLASS II
 EZ2016
 EZ2016.The horizontal coordinates were established by classical geodetic methods
 EZ2016.and adjusted by the National Geodetic Survey in August 2005.
 EZ2016
 EZ2016.The orthometric height was determined by differential leveling
 EZ2016.and adjusted in June 1991.
 EZ2016
 EZ2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2016
 EZ2016.The geoid height was determined by GEOID03.
 EZ2016
 EZ2016.The dynamic height is computed by dividing the NAVD 88
 EZ2016.geopotential number by the normal gravity value computed on the
 EZ2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2016.degrees latitude (g = 980.6199 gals.).
 EZ2016
 EZ2016.The modeled gravity was interpolated from observed gravity values.
 EZ2016
 EZ2016;                    North         East     Units Scale Factor Converg.
 EZ2016;SPC NC       -   167,295.410   605,963.450   MT  0.99987260   -0 01 23.1
 EZ2016;SPC NC       -   548,868.36  1,988,065.09   sFT  0.99987260   -0 01 23.1
 EZ2016;UTM  17      - 3,903,428.127   678,303.288   MT  0.99999181   +1 07 54.3
 EZ2016
 EZ2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2016!SPC NC       -   0.99998709  x   0.99987260  =   0.99985970
 EZ2016!UTM  17      -   0.99998709  x   0.99999181  =   0.99997890
 EZ2016
 EZ2016:                Primary Azimuth Mark                     Grid Az
 EZ2016:SPC NC       -  MOBILE                                   297 38 58.9
 EZ2016:UTM  17      -  MOBILE                                   296 29 41.5
 EZ2016
 EZ2016|---------------------------------------------------------------------|
 EZ2016| PID    Reference Object                     Distance      Geod. Az  |
 EZ2016|                                                           dddmmss.s |
 EZ2016| EZ2015 MOBILE                              APPROX. 0.9 KM 2973735.8 |
 EZ2016|---------------------------------------------------------------------|
 EZ2016
 EZ2016                          SUPERSEDED SURVEY CONTROL
 EZ2016
 EZ2016  NAD 83(1986)-  35 15 29.20655(N)    079 02 23.92863(W) AD(       ) 2
 EZ2016  NAD 27      -  35 15 28.63000(N)    079 02 24.82435(W) AD(       ) 2
 EZ2016  NGVD 29 (10/06/93)  115.047  (m)          377.45   (f) ADJUSTED    1 2
 EZ2016
 EZ2016.Superseded values are not recommended for survey control.
 EZ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2016.See file dsdata.txt to determine how the superseded data were derived.
 EZ2016
 EZ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7830303428(NAD 83)
 EZ2016_MARKER: DE = TRAVERSE STATION DISK
 EZ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2016_SP_SET: CONCRETE POST
 EZ2016_STAMPING: BANK 1972
 EZ2016_MARK LOGO: NCGS  
 EZ2016_PROJECTION: FLUSH
 EZ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2016+STABILITY: SURFACE MOTION
 EZ2016
 EZ2016  HISTORY     - Date     Condition        Report By
 EZ2016  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2016  HISTORY     - 1980     GOOD             NCGS
 EZ2016  HISTORY     - 1980     GOOD             NCGS
 EZ2016  HISTORY     - 1985     GOOD             USPSQD
 EZ2016  HISTORY     - 1986     GOOD             USPSQD
 EZ2016  HISTORY     - 19970420 GOOD             USPSQD
 EZ2016
 EZ2016                          STATION DESCRIPTION
 EZ2016
 EZ2016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2016'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2016'VICINITY OF SPOUT SPRINGS, NORTH CAROLINA.
 EZ2016'
 EZ2016'BANK IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF SPOUT SPRINGS.
 EZ2016'TO REACH STATION FROM THE NC 87 UNDERPASS OF NC 24 IN SPOUT SPRINGS,
 EZ2016'PROCEED SOUTHEAST ALONG NC 87-24 FOR 1.35 MILES TO STATION ON LEFT,
 EZ2016'ON 6 FOOT BANK, 2.45 MILES NW OF THE INTERSECTION OF NC 87-24 WITH
 EZ2016'SR 1117, APPROXIMATELY 350 FEET NORTH OF A WATER TANK AND
 EZ2016'NORTHWEST OF A SAND ROAD NORTHEAST.
 EZ2016'
 EZ2016'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2016'BANK 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ2016'IS FLUSH WITH THE GROUND.
 EZ2016'
 EZ2016'MARK IS--47.8 FEET NNE OF C/L OF NC 87-24.
 EZ2016'34.3 FEET WNW OF C/L OF DIRT ROAD.
 EZ2016'23.2 FEET WSW OF BASE OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2016'95.6 FEET SE OF BASE OF 10 INCH OAK WITH ALUMINUM REF. TAG.
 EZ2016'82.7 FEET W OF BASE OF 10 INCH OAK WITH ALUMINUM REF. TAG.
 EZ2016
 EZ2016                          STATION RECOVERY (1980)
 EZ2016
 EZ2016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2016'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS
 EZ2016'29.0 FEET NORTH OF NORTH END OF CULVERT UNDER ROAD AND 146.0 FEET
 EZ2016'NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EZ2016
 EZ2016                          STATION RECOVERY (1980)
 EZ2016
 EZ2016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2016'1.3 MI SE FROM SPOUT SPRINGS.
 EZ2016'1.4 MILES SOUTHEAST ALONG N.C. 87-24 FROM UNDERPASS OF N.C. 24 IN
 EZ2016'SPOUT SPRINGS, APPROXIMATELY 350 FEET NORTH OF A WATER TANK ON
 EZ2016'NORTHWEST SIDE OF A SAND ROAD AND 2.45 MILES NORTHWEST OF SR 1117
 EZ2016'CROSSROAD, 47.8 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 24.3 FEET
 EZ2016'NORTHWEST OF CENTERLINE OF ROAD, 23.2 FEET SOUTHWEST OF 8 INCH PINE
 EZ2016'WITH REFERENCE TAG, 95.6 FEET SOUTHEAST OF 10 INCH OAK WITH REFERENCE
 EZ2016'TAG, 146.0 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG AND
 EZ2016'29.0 FEET NORTH OF NORTH END OF CULVERT UNDER ROAD.
 EZ2016'THE MARK IS 4 FT ABOVE HIGHWAY.
 EZ2016
 EZ2016                          STATION RECOVERY (1985)
 EZ2016
 EZ2016'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2016'BANK 1972 FOUND GOOD.
 EZ2016
 EZ2016                          STATION RECOVERY (1986)
 EZ2016
 EZ2016'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ2016'RECOVERED IN GOOD CONDITION.
 EZ2016
 EZ2016                          STATION RECOVERY (1997)
 EZ2016
 EZ2016'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1274 ***********************************************************************
 EZ1274  DESIGNATION -  BANK
 EZ1274  PID         -  EZ1274
 EZ1274  STATE/COUNTY-  NC/LEE
 EZ1274  USGS QUAD   -  MONCURE (1993)
 EZ1274
 EZ1274                         *CURRENT SURVEY CONTROL
 EZ1274  ___________________________________________________________________
 EZ1274* NAD 83(2001)-  35 36 49.87372(N)    079 06 25.43594(W)     ADJUSTED  
 EZ1274* NAVD 88     -       106.528  (meters)     349.50   (feet)  ADJUSTED  
 EZ1274  ___________________________________________________________________
 EZ1274  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 EZ1274  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 EZ1274  DYNAMIC HT  -         106.437 (meters)     349.20  (feet)  COMP
 EZ1274  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 EZ1274
 EZ1274  HORZ ORDER  -  SECOND
 EZ1274  VERT ORDER  -  SECOND    CLASS 0
 EZ1274
 EZ1274.The horizontal coordinates were established by classical geodetic methods
 EZ1274.and adjusted by the National Geodetic Survey in August 2005.
 EZ1274
 EZ1274.The orthometric height was determined by differential leveling
 EZ1274.and adjusted in June 1991.
 EZ1274
 EZ1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1274
 EZ1274.The geoid height was determined by GEOID03.
 EZ1274
 EZ1274.The dynamic height is computed by dividing the NAVD 88
 EZ1274.geopotential number by the normal gravity value computed on the
 EZ1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1274.degrees latitude (g = 980.6199 gals.).
 EZ1274
 EZ1274.The modeled gravity was interpolated from observed gravity values.
 EZ1274
 EZ1274;                    North         East     Units Scale Factor Converg.
 EZ1274;SPC NC       -   206,764.299   599,902.000   MT  0.99989250   -0 03 42.5
 EZ1274;SPC NC       -   678,359.20  1,968,178.48   sFT  0.99989250   -0 03 42.5
 EZ1274;UTM  17      - 3,942,770.098   671,443.627   MT  0.99996222   +1 06 09.2
 EZ1274
 EZ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1274!SPC NC       -   0.99998823  x   0.99989250  =   0.99988073
 EZ1274!UTM  17      -   0.99998823  x   0.99996222  =   0.99995045
 EZ1274
 EZ1274|---------------------------------------------------------------------|
 EZ1274| PID    Reference Object                     Distance      Geod. Az  |
 EZ1274|                                                           dddmmss.s |
 EZ1274| EZ1275 MONC                                385.890 METERS 27724     |
 EZ1274|---------------------------------------------------------------------|
 EZ1274
 EZ1274                          SUPERSEDED SURVEY CONTROL
 EZ1274
 EZ1274  NAD 83(1986)-  35 36 49.87772(N)    079 06 25.44434(W) AD(       ) 2
 EZ1274  NAD 27      -  35 36 49.34243(N)    079 06 26.38709(W) AD(       ) 2
 EZ1274  NGVD 29 (??/??/92)  106.753  (m)          350.24   (f) ADJ UNCH    2 0
 EZ1274
 EZ1274.Superseded values are not recommended for survey control.
 EZ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1274.See file dsdata.txt to determine how the superseded data were derived.
 EZ1274
 EZ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7144442770(NAD 83)
 EZ1274_MARKER: DE = TRAVERSE STATION DISK
 EZ1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1274_STAMPING: BANK 1970
 EZ1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1274+STABILITY: SURFACE MOTION
 EZ1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1274+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 EZ1274
 EZ1274  HISTORY     - Date     Condition        Report By
 EZ1274  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1274  HISTORY     - 1971     GOOD             NCGS
 EZ1274  HISTORY     - 20041009 GOOD             GEOCAC
 EZ1274
 EZ1274                          STATION DESCRIPTION
 EZ1274
 EZ1274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1274'BANK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1274'VICINITY OF MONCURE, NORTH CAROLINA.
 EZ1274'
 EZ1274'BANK IS LOCATED APPROXIMATELY 0.3 MILE NNE OF MONCURE.  TO REACH
 EZ1274'STATION PROCEED FROM THE INTERSECTION OF US 1 WITH US 15, US 501 AND
 EZ1274'NC 87 APPROXIMATELY 6 MILES NORTH OF SANFORD, GO NORTHEAST ON US 1
 EZ1274'FOR 6.55 MILES TO SR 1434, CONTINUE NORTHEAST ON US 1 FOR 0.25
 EZ1274'MILE TO STATION ON THE RIGHT, ON THE BANK NEAR MIDDLE OF CURVE TO
 EZ1274'THE LEFT, AND 0.4 MILE SOUTHWEST OF SR 1435 (MONCURE RD.).
 EZ1274'
 EZ1274'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BANK
 EZ1274'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ1274'INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ1274'
 EZ1274'MARK IS--
 EZ1274'28.0 FEET S OF C/L OF US 1.
 EZ1274'41.5 FEET W OF ALUMINUM REF. TAG ON 12 INCH OAK TREE.
 EZ1274'17.9 FEET NW OF ALUMINUM REF. TAG ON 24 INCH OAK TREE.
 EZ1274'20.2 FEET NE OF ALUMINUM REF. TAG ON 10 INCH OAK TREE.
 EZ1274'24.2 FEET NE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE.
 EZ1274'30.1 FEET N OF EDGE OF POWER LINE.
 EZ1274
 EZ1274                          STATION RECOVERY (1971)
 EZ1274
 EZ1274'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1274'1.8 MI SW FROM MONCURE.
 EZ1274'STATION IS ABOUT 1.3 MILES SW ALONG SR 1011 AND SR 1435 (OLD U.S.
 EZ1274'1) FROM THE GRADE CROSSING OF SEABOARD COAST LINE RR IN MONCURE
 EZ1274'TO JUNCTION WITH U.S. 1, THENCE 0.4 MILE SW ALONG U.S. 1 TO
 EZ1274'STATION ON S SIDE OF HIGHWAY ON TOP OF BANK, 28.0 FT S OF C/L
 EZ1274'OF U.S. 1, ABOUT 115 FT W OF C/L OF A PRIVATE DRIVE SOUTH, 24.2
 EZ1274'FT NE OF AN ALUMINUM REFERENCE TAG ON 12 INCH OAK, 17 .9 FT NW OF
 EZ1274'AN ALUMINUM REF. TAG ON 24 INCH OAK, AND SET IN TOP OF CONCRETE
 EZ1274'POST PROJECTING 2 INCHES ABOVE THE GROUND.
 EZ1274
 EZ1274                          STATION RECOVERY (2004)
 EZ1274
 EZ1274'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ1274'UPDATED DIRECTIONS.  FROM NEW US-1 (BEING A 4-LANE DIVIDED HIGHWAY),
 EZ1274'TAKE EXIT 78 AND PROCEED WEST ON SR1466 (DEEP RIVER ROAD) APPROX .5
 EZ1274'MILE TO STATION ON LEFT, HALFWAY UP AN 8-FOOT BANK IN A CURVE, ABOUT
 EZ1274'115 FEET WEST OF A PRIVATE DRIVE TO A RESIDENCE, AND ABOUT 250 FEET
 EZ1274'EAST OF A DRIVEWAY TO A CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1579 ***********************************************************************
 FA1579  DESIGNATION -  BANK
 FA1579  PID         -  FA1579
 FA1579  STATE/COUNTY-  NC/DAVIDSON
 FA1579  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1579
 FA1579                         *CURRENT SURVEY CONTROL
 FA1579  ___________________________________________________________________
 FA1579* NAD 83(2001)-  35 56 31.06798(N)    080 04 24.51293(W)     ADJUSTED  
 FA1579* NAVD 88     -       255.0    (meters)     837.     (feet)  VERTCON   
 FA1579  ___________________________________________________________________
 FA1579  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 FA1579  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FA1579  HORZ ORDER  -  SECOND
 FA1579
 FA1579.The horizontal coordinates were established by classical geodetic methods
 FA1579.and adjusted by the National Geodetic Survey in August 2005.
 FA1579
 FA1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1579
 FA1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1579
 FA1579.The geoid height was determined by GEOID03.
 FA1579
 FA1579;                    North         East     Units Scale Factor Converg.
 FA1579;SPC NC       -   243,685.037   512,749.026   MT  0.99994503   -0 37 10.5
 FA1579;SPC NC       -   799,489.99  1,682,244.10   sFT  0.99994503   -0 37 10.5
 FA1579;UTM  17      - 3,977,907.992   583,567.707   MT  0.99968605   +0 32 37.9
 FA1579
 FA1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1579!SPC NC       -   0.99996491  x   0.99994503  =   0.99990994
 FA1579!UTM  17      -   0.99996491  x   0.99968605  =   0.99965097
 FA1579
 FA1579|---------------------------------------------------------------------|
 FA1579| PID    Reference Object                     Distance      Geod. Az  |
 FA1579|                                                           dddmmss.s |
 FA1579| FA1603 FIRE                                239.975 METERS 14531     |
 FA1579| FA1655 SINK                                APPROX. 1.2 KM 3582722.9 |
 FA1579|---------------------------------------------------------------------|
 FA1579
 FA1579                          SUPERSEDED SURVEY CONTROL
 FA1579
 FA1579  NAD 83(1986)-  35 56 31.07398(N)    080 04 24.52318(W) AD(       ) 2
 FA1579  NAD 27      -  35 56 30.57750(N)    080 04 25.38461(W) AD(       ) 2
 FA1579  NGVD 29 (07/19/86)  255.2    (m)          837.     (f) VERT ANG    3  
 FA1579
 FA1579.Superseded values are not recommended for survey control.
 FA1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1579.See file dsdata.txt to determine how the superseded data were derived.
 FA1579
 FA1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8356877908(NAD 83)
 FA1579_MARKER: DE = TRAVERSE STATION DISK
 FA1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1579_STAMPING: BANK 1961
 FA1579_MARK LOGO: NCGS  
 FA1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1579+STABILITY: SURFACE MOTION
 FA1579
 FA1579  HISTORY     - Date     Condition        Report By
 FA1579  HISTORY     - 1961     MONUMENTED       NCGS
 FA1579
 FA1579                          STATION DESCRIPTION
 FA1579
 FA1579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1579'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1579'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1579'
 FA1579'BANK IS 3.9 MILES SW OF THE CENTER OF HIGH POINT.  0.1 MILES
 FA1579'N OF SR 1757 (BURTON RD.).  ON THE E SIDE OF SR 1762.  STATION
 FA1579'IS ON TOP OF 20 FT HIGH BANK, 75 FT APPROXIMATELY NORTH OF CREST
 FA1579'OF BANK AND APPROXIMATELY 60 FT S OF WOODS LINE.
 FA1579'
 FA1579'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1579'BANK 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1579'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1579'
 FA1579'MARK IS
 FA1579'
 FA1579'56.6 FT E OF C/L OF SR 1762
 FA1579'
 FA1579'66.35 FT SE OF 8 INCH PINE
 FA1579'
 FA1579'245.00 FT ENE OF NE CORNER OF TOBACCO BARN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2024 ***********************************************************************
 FA2024  DESIGNATION -  BANK
 FA2024  PID         -  FA2024
 FA2024  STATE/COUNTY-  NC/ANSON
 FA2024  USGS QUAD   -  POLKTON (1970)
 FA2024
 FA2024                         *CURRENT SURVEY CONTROL
 FA2024  ___________________________________________________________________
 FA2024* NAD 83(2001)-  35 00 09.49170(N)    080 12 13.58437(W)     ADJUSTED  
 FA2024* NAVD 88     -        92.0    (meters)     302.     (feet)  VERTCON   
 FA2024  ___________________________________________________________________
 FA2024  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FA2024  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA2024  HORZ ORDER  -  SECOND
 FA2024
 FA2024.The horizontal coordinates were established by classical geodetic methods
 FA2024.and adjusted by the National Geodetic Survey in August 2005.
 FA2024
 FA2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2024
 FA2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2024
 FA2024.The geoid height was determined by GEOID03.
 FA2024
 FA2024;                    North         East     Units Scale Factor Converg.
 FA2024;SPC NC       -   139,621.276   499,730.132   MT  0.99988199   -0 41 41.2
 FA2024;SPC NC       -   458,074.14  1,639,531.27   sFT  0.99988199   -0 41 41.2
 FA2024;UTM  17      - 3,873,625.045   572,655.467   MT  0.99966506   +0 27 24.3
 FA2024
 FA2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2024!SPC NC       -   0.99999035  x   0.99988199  =   0.99987234
 FA2024!UTM  17      -   0.99999035  x   0.99966506  =   0.99965541
 FA2024
 FA2024:                Primary Azimuth Mark                     Grid Az
 FA2024:SPC NC       -  BEACHUM                                  265 02 54.7
 FA2024:UTM  17      -  BEACHUM                                  263 53 49.2
 FA2024
 FA2024|---------------------------------------------------------------------|
 FA2024| PID    Reference Object                     Distance      Geod. Az  |
 FA2024|                                                           dddmmss.s |
 FA2024| FA2031 BEACHUM                             APPROX. 1.0 KM 2642113.5 |
 FA2024|---------------------------------------------------------------------|
 FA2024
 FA2024                          SUPERSEDED SURVEY CONTROL
 FA2024
 FA2024  NAD 83(1986)-  35 00 09.50505(N)    080 12 13.59434(W) AD(       ) 2
 FA2024  NAD 27      -  35 00 08.94648(N)    080 12 14.37278(W) AD(       ) 2
 FA2024  NGVD 29 (07/19/86)   92.3    (m)          303.     (f) VERT ANG    3  
 FA2024
 FA2024.Superseded values are not recommended for survey control.
 FA2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2024.See file dsdata.txt to determine how the superseded data were derived.
 FA2024
 FA2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7265573625(NAD 83)
 FA2024_MARKER: DE = TRAVERSE STATION DISK
 FA2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2024_STAMPING: BANK 1970
 FA2024_MARK LOGO: NCGS  
 FA2024_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2024+STABILITY: SURFACE MOTION
 FA2024
 FA2024  HISTORY     - Date     Condition        Report By
 FA2024  HISTORY     - 1970     MONUMENTED       NCGS
 FA2024  HISTORY     - 1987     GOOD             USPSQD
 FA2024  HISTORY     - 20031117 SEE DESCRIPTION  NCGS
 FA2024
 FA2024                          STATION DESCRIPTION
 FA2024
 FA2024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2024'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2024'VICINITY OF WADESBORO, NORTH CAROLINA.
 FA2024'
 FA2024'BANK IS LOCATED APPROXIMATELY 0.1 MILE SOUTH OF POLKTON.  TO REACH
 FA2024'STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 218 AT TOWN
 FA2024'OF POLKTON, GO WEST ON US 74 FOR 0.1 MILE TO STATION ON RIGHT, IN
 FA2024'FRONT OF SECURITY TRUST BANK.
 FA2024'
 FA2024'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANK
 FA2024'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2024'FLUSH WITH THE SURFACE OF THE GROUND.
 FA2024'
 FA2024'MARK IS
 FA2024'32.8 FEET N OF C/L OF W BOUND LANE OF US 74.
 FA2024'7.5 FEET NW OF TOP OF W END OF 15 INCH CONCRETE CULVERT.
 FA2024'105.4 FEET S OF ALUMINUM REF. TAG ON PP WITH LAMP.
 FA2024'117.4 FEET E OF ALUMINUM REF. TAG ON MILEAGE SIGN.
 FA2024'62.2 FEET SW OF SW CORNER OF WHITE CONCRETE BLOCK BUILDING.
 FA2024'34.6 FEET ENE OF TOP OF E END OF 15 INCH CONCRETE CULVERT.
 FA2024
 FA2024                          STATION RECOVERY (1987)
 FA2024
 FA2024'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA2024'RECOVERED IN GOOD CONDITION.
 FA2024
 FA2024                          STATION RECOVERY (2003)
 FA2024
 FA2024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA2024'STATION WAS NOT FOUND, THE TAGGED REFERENCES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2430 ***********************************************************************
 FA2430  DESIGNATION -  BANK
 FA2430  PID         -  FA2430
 FA2430  STATE/COUNTY-  NC/MECKLENBURG
 FA2430  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA2430
 FA2430                         *CURRENT SURVEY CONTROL
 FA2430  ___________________________________________________________________
 FA2430* NAD 83(2001)-  35 13 35.04841(N)    080 50 41.04392(W)     ADJUSTED  
 FA2430* NAVD 88     -       309.4    (meters)    1015.     (feet)  VERTCON   
 FA2430  ___________________________________________________________________
 FA2430  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 FA2430  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2430  HORZ ORDER  -  SECOND
 FA2430
 FA2430.The horizontal coordinates were established by classical geodetic methods
 FA2430.and adjusted by the National Geodetic Survey in August 2005.
 FA2430
 FA2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2430
 FA2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2430
 FA2430.The geoid height was determined by GEOID03.
 FA2430
 FA2430;                    North         East     Units Scale Factor Converg.
 FA2430;SPC NC       -   165,337.344   441,694.998   MT  0.99987269   -1 03 53.0
 FA2430;SPC NC       -   542,444.27  1,449,127.67   sFT  0.99987269   -1 03 53.0
 FA2430;UTM  17      - 3,898,161.735   514,129.111   MT  0.99960246   +0 05 22.4
 FA2430
 FA2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2430!SPC NC       -   0.99995621  x   0.99987269  =   0.99982891
 FA2430!UTM  17      -   0.99995621  x   0.99960246  =   0.99955869
 FA2430
 FA2430|---------------------------------------------------------------------|
 FA2430| PID    Reference Object                     Distance      Geod. Az  |
 FA2430|                                                           dddmmss.s |
 FA2430| FA2431 CHARLOTTE NC NAT BANK BLDG BCN        2.580 METERS 00930     |
 FA2430| FA2400 CHARLOTTE                           118.255 METERS 03941     |
 FA2430| FA2423 SEIGLE                              APPROX. 1.9 KM 0881308.4 |
 FA2430|---------------------------------------------------------------------|
 FA2430
 FA2430                          SUPERSEDED SURVEY CONTROL
 FA2430
 FA2430  NAD 83(1986)-  35 13 35.06543(N)    080 50 41.05231(W) AD(       ) 2
 FA2430  NAD 27      -  35 13 34.54900(N)    080 50 41.79770(W) AD(       ) 2
 FA2430  NGVD 29 (07/19/86)  309.6    (m)         1016.     (f) VERT ANG    3  
 FA2430
 FA2430.Superseded values are not recommended for survey control.
 FA2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2430.See file dsdata.txt to determine how the superseded data were derived.
 FA2430
 FA2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1412998162(NAD 83)
 FA2430_MARKER: DE = TRAVERSE STATION DISK
 FA2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2430_STAMPING: BANK 1962
 FA2430_MARK LOGO: NCGS  
 FA2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2430+STABILITY: SURFACE MOTION
 FA2430
 FA2430  HISTORY     - Date     Condition        Report By
 FA2430  HISTORY     - 1962     MONUMENTED       NCGS
 FA2430  HISTORY     - 1990     GOOD             USPSQD
 FA2430
 FA2430                          STATION DESCRIPTION
 FA2430
 FA2430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2430'BANK IS A N.C. GEODETIC SURVEY TRAVERSE STATION IN THE CENTER OF
 FA2430'CHARLOTTE, NORTH CAROLINA.  STATION IS IN THE APPROXIMATE CENTER
 FA2430'OF THE MAIN ROOF OF THE NORTH CAROLINA NATIONAL BANK BUILDING.  THE
 FA2430'NATIONAL AVIATION BUREAU HAS ESTABLISHED A 24 INCH BEACON LIGHT
 FA2430'ON THE ROOF.  STATION BANK IS NEAR USC AND GS CHARLOTTE.
 FA2430'
 FA2430'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA2430'BANK 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2430'IS 1 INCH ABOVE THE TAR ROOF OF THE BANK BUILDING.
 FA2430'
 FA2430'MARK IS
 FA2430'
 FA2430'41.57 FT SW OF NE INSIDE CORNER OF PARAPET
 FA2430'
 FA2430'34.99 FT NW OF SE INSIDE CORNER OF PARAPET
 FA2430'
 FA2430'35.95 FT NE OF SW INSIDE CORNER OF PARAPET
 FA2430'
 FA2430'34.40 FT SE OF THE SE CORNER OF CHIMNEY IN NW CORNER OF BLDG. AT
 FA2430'TOP OF FLASHING.
 FA2430'
 FA2430'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2430
 FA2430                          STATION RECOVERY (1990)
 FA2430
 FA2430'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2520 ***********************************************************************
 FB2520  DESIGNATION -  BANK
 FB2520  PID         -  FB2520
 FB2520  STATE/COUNTY-  NC/JACKSON
 FB2520  USGS QUAD   -  SYLVA SOUTH (1990)
 FB2520
 FB2520                         *CURRENT SURVEY CONTROL
 FB2520  ___________________________________________________________________
 FB2520* NAD 83(2001)-  35 19 57.00059(N)    083 11 48.19326(W)     ADJUSTED  
 FB2520* NAVD 88     -       621.603  (meters)    2039.38   (feet)  ADJUSTED  
 FB2520  ___________________________________________________________________
 FB2520  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 FB2520  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB2520  DYNAMIC HT  -         620.956 (meters)    2037.25  (feet)  COMP
 FB2520  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 FB2520
 FB2520  HORZ ORDER  -  SECOND
 FB2520  VERT ORDER  -  SECOND    CLASS II
 FB2520
 FB2520.The horizontal coordinates were established by classical geodetic methods
 FB2520.and adjusted by the National Geodetic Survey in August 2005.
 FB2520
 FB2520.The orthometric height was determined by differential leveling
 FB2520.and adjusted in January 2005.
 FB2520.No vertical observational check was made to the station.
 FB2520
 FB2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2520
 FB2520.The geoid height was determined by GEOID03.
 FB2520
 FB2520.The dynamic height is computed by dividing the NAVD 88
 FB2520.geopotential number by the normal gravity value computed on the
 FB2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2520.degrees latitude (g = 980.6199 gals.).
 FB2520
 FB2520.The modeled gravity was interpolated from observed gravity values.
 FB2520
 FB2520;                    North         East     Units Scale Factor Converg.
 FB2520;SPC NC       -   183,609.838   228,208.371   MT  0.99987358   -2 25 20.0
 FB2520;SPC NC       -   602,393.28    748,713.63   sFT  0.99987358   -2 25 20.0
 FB2520;UTM  17      - 3,912,131.192   300,343.550   MT  1.00009128   -1 16 15.0
 FB2520
 FB2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2520!SPC NC       -   0.99990692  x   0.99987358  =   0.99978051
 FB2520!UTM  17      -   0.99990692  x   1.00009128  =   0.99999819
 FB2520
 FB2520:                Primary Azimuth Mark                     Grid Az
 FB2520:SPC NC       -  GAP                                      123 06 27.8
 FB2520:UTM  17      -  GAP                                      121 57 22.8
 FB2520
 FB2520|---------------------------------------------------------------------|
 FB2520| PID    Reference Object                     Distance      Geod. Az  |
 FB2520|                                                           dddmmss.s |
 FB2520| FB2526 GAP                                 495.853 METERS 1204107.8 |
 FB2520| FB2532 LOCUST                              428.664 METERS 3592523.6 |
 FB2520|---------------------------------------------------------------------|
 FB2520
 FB2520                          SUPERSEDED SURVEY CONTROL
 FB2520
 FB2520  NAD 83(1995)-  35 19 57.00073(N)    083 11 48.19281(W) AD(       ) 2
 FB2520  NAD 83(1986)-  35 19 57.00439(N)    083 11 48.20083(W) AD(       ) 2
 FB2520  NAD 27      -  35 19 56.64636(N)    083 11 48.66791(W) AD(       ) 2
 FB2520  NGVD 29 (07/19/86)  621.8    (m)         2040.     (f) VERT ANG    3  
 FB2520
 FB2520.Superseded values are not recommended for survey control.
 FB2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2520.See file dsdata.txt to determine how the superseded data were derived.
 FB2520
 FB2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0034412131(NAD 83)
 FB2520_MARKER: DE = TRAVERSE STATION DISK
 FB2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2520_STAMPING: BANK 1972
 FB2520_MARK LOGO: NCGS  
 FB2520_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2520+STABILITY: SURFACE MOTION
 FB2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2520+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 FB2520
 FB2520  HISTORY     - Date     Condition        Report By
 FB2520  HISTORY     - 1972     MONUMENTED       NCGS
 FB2520  HISTORY     - 1980     GOOD             NCGS
 FB2520  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 FB2520  HISTORY     - 19990927 GOOD             NCGS
 FB2520  HISTORY     - 20041113 GOOD             USPSQD
 FB2520
 FB2520                          STATION DESCRIPTION
 FB2520
 FB2520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB2520'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2520'THE VICINITY OF CULLOWHEE, NORTH CAROLINA.
 FB2520'
 FB2520'BANK IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF CULLOWHEE AND
 FB2520'3.3 MILES SOUTHEAST OF SYLVA.  TO REACH STATION FROM NC 107 AND NC
 FB2520'116 INTERSECTION AT SYLVA-WEBSTER HIGH SCHOOL, PROCEED SOUTH ALONG
 FB2520'NC 107 FOR 1.65 MILES TO INTERSECTION WITH SR 1340 (W) AND
 FB2520'STATION, APPROXIMATELY 175 FEET NORTHWEST OF INTERSECTION AND
 FB2520'APPROXIMATELY 20 FEET EAST OF THE RIVERS EDGE.
 FB2520'
 FB2520'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FB2520'BANK 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2520'WHICH IS 4 INCHES ABOVE THE GROUND.
 FB2520'
 FB2520'MARK IS
 FB2520'
 FB2520'71.4 FT SW OF C/L OF NC 107
 FB2520'
 FB2520'136.5 FT NW OF C/L OF SR 1340
 FB2520'
 FB2520'6.1 FT ENE OF PP 14836 WITH ALUMINUM REF. TAG
 FB2520'
 FB2520'17.5 FT N OF 4 INCH LOCUST WITH ALUMINUM REF. TAG
 FB2520'
 FB2520'68.9 FT NNW OF 18 INCH OAK WITH ALUMINUM REF. TAG
 FB2520
 FB2520                          STATION RECOVERY (1980)
 FB2520
 FB2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2520'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 FB2520'EXCEPT FOR THE FOLLOWING CORRECTIONS.  SR 1340, POWER POLE AND THE
 FB2520'LOCUST HAVE BEEN REMOVED.  MARK IS 2.7 FEET NORTH OF POWER POLE 3/81
 FB2520'AND 25.5 FEET EAST-NORTHEAST OF 12 INCH MAPLE WITH REFERENCE TAG.
 FB2520'ALSO 40 FEET FROM RIVER EDGE AND FLUSH WITH THE GROUND.  NC 107 IS
 FB2520'SOON TO BE REROUTED FROM A POINT 0.5 MILE NORTHWEST OF STATION.
 FB2520
 FB2520                          STATION RECOVERY (1994)
 FB2520
 FB2520'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2520'MARK NOT FOUND.
 FB2520
 FB2520                          STATION RECOVERY (1999)
 FB2520
 FB2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2520'RECOVERED AS DESCRIBED. NOTE, NC 107 HAS BEEN REROUTED, DESCRIPTION
 FB2520'REFERS TO OLD NC 107, WHICH IS NOW SR 1002-OLD CULLOWHEE ROAD.
 FB2520
 FB2520                          STATION RECOVERY (2004)
 FB2520
 FB2520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB2520'ADDITIONS--TO REACH STATION FROM THE INTERSECTION OF NC 107 AND NC
 FB2520'116, PROCEED S ON NC 107 FOR 1.1 MILE TO INTERSECTION OF OLD CULLOWHEE
 FB2520'RD.  TURN LEFT ON OLD CULLOWHEE RD AND GO APPROXIMATELY 0.5 MILE TO
 FB2520'STATION ON RIGHT.  2.7 FT N POWER POLE NUMBER 1 26, 25.5 FT ENE OF 16
 FB2520'INCH MAPLE WITH REF TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2865 ***********************************************************************
 FA2865  DESIGNATION -  BANK
 FA2865  PID         -  FA2865
 FA2865  STATE/COUNTY-  NC/CATAWBA
 FA2865  USGS QUAD   -  MILLERSVILLE (1970)
 FA2865
 FA2865                         *CURRENT SURVEY CONTROL
 FA2865  ___________________________________________________________________
 FA2865* NAD 83(2001)-  35 45 27.64726(N)    081 14 58.74401(W)     ADJUSTED  
 FA2865* NAVD 88     -       334.9    (meters)    1099.     (feet)  VERTCON   
 FA2865  ___________________________________________________________________
 FA2865  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 FA2865  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA2865  HORZ ORDER  -  SECOND
 FA2865
 FA2865.The horizontal coordinates were established by classical geodetic methods
 FA2865.and adjusted by the National Geodetic Survey in August 2005.
 FA2865
 FA2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2865
 FA2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2865
 FA2865.The geoid height was determined by GEOID03.
 FA2865
 FA2865;                    North         East     Units Scale Factor Converg.
 FA2865;SPC NC       -   225,020.491   406,181.091   MT  0.99991148   -1 17 54.4
 FA2865;SPC NC       -   738,254.73  1,332,612.46   sFT  0.99991148   -1 17 54.4
 FA2865;UTM  17      - 3,957,100.877   477,430.883   MT  0.99960628   -0 08 45.2
 FA2865
 FA2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2865!SPC NC       -   0.99995249  x   0.99991148  =   0.99986398
 FA2865!UTM  17      -   0.99995249  x   0.99960628  =   0.99955879
 FA2865
 FA2865:                Primary Azimuth Mark                     Grid Az
 FA2865:SPC NC       -  POLE                                     003 23 43.7
 FA2865:UTM  17      -  POLE                                     002 14 34.5
 FA2865
 FA2865|---------------------------------------------------------------------|
 FA2865| PID    Reference Object                     Distance      Geod. Az  |
 FA2865|                                                           dddmmss.s |
 FA2865| FA2869 POLE                                APPROX. 0.7 KM 0020549.3 |
 FA2865|---------------------------------------------------------------------|
 FA2865
 FA2865                          SUPERSEDED SURVEY CONTROL
 FA2865
 FA2865  NAD 83(1986)-  35 45 27.65517(N)    081 14 58.74813(W) AD(       ) 2
 FA2865  NAD 27      -  35 45 27.17835(N)    081 14 59.44811(W) AD(       ) 2
 FA2865  NGVD 29 (07/19/86)  335.1    (m)         1099.     (f) VERT ANG    3  
 FA2865
 FA2865.Superseded values are not recommended for survey control.
 FA2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2865.See file dsdata.txt to determine how the superseded data were derived.
 FA2865
 FA2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7743157101(NAD 83)
 FA2865_MARKER: DE = TRAVERSE STATION DISK
 FA2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2865_STAMPING: BANK 1967
 FA2865_MARK LOGO: NCGS  
 FA2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2865+STABILITY: SURFACE MOTION
 FA2865
 FA2865  HISTORY     - Date     Condition        Report By
 FA2865  HISTORY     - 1967     MONUMENTED       NCGS
 FA2865
 FA2865                          STATION DESCRIPTION
 FA2865
 FA2865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2865'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2865'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2865'
 FA2865'BANK IS LOCATED APPROXIMATELY 5.3 MILES NORTHEAST OF THE
 FA2865'CENTER OF HICKORY.  STATION IS ON THE EAST BANK OF SR 1484
 FA2865'(SIPE ORPHANAGE RD.), AT THE NORTHEAST SIDE OF INTERSECTION OF
 FA2865'SR 1492 UNDER POWER LINE THAT RUNS ALONG NORTH SIDE OF SR 1492
 FA2865'AND IS 0.8 MILE SOUTH OF INTERSECTION OF SR 1484 WITH SR 1453
 FA2865'(SPRINGS RD.).
 FA2865'
 FA2865'STATION MARK IS A N. C. BRASS TRAVERSE DISK, STAMPED BANK
 FA2865'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA2865'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2865'
 FA2865'MARK IS
 FA2865'
 FA2865'39.3 FT NE OF C/L OF INTERSECTION OF SR 1492 AND SR 1484
 FA2865'
 FA2865'114.8 FT N OF PP ON E SIDE OF SR 1484, WITH ALUMINUM REF. TAG
 FA2865'
 FA2865'19.3 FT W OF PP Z15 ON E SIDE OF SR 1484, AT INTERSECTION OF
 FA2865'SR 1494, WITH ALUMINUM REF. TAG
 FA2865'
 FA2865'123.2 FT SSE OF PP 18 ON E SIDE OF SR 1484, WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3401 ***********************************************************************
 FA3401  DESIGNATION -  BANK
 FA3401  PID         -  FA3401
 FA3401  STATE/COUNTY-  NC/BURKE
 FA3401  USGS QUAD   -  VALDESE (1993)
 FA3401
 FA3401                         *CURRENT SURVEY CONTROL
 FA3401  ___________________________________________________________________
 FA3401* NAD 83(2001)-  35 43 48.02388(N)    081 30 08.38784(W)     ADJUSTED  
 FA3401* NAVD 88     -       397.9    (meters)    1305.     (feet)  VERTCON   
 FA3401  ___________________________________________________________________
 FA3401  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 FA3401  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FA3401  HORZ ORDER  -  SECOND
 FA3401
 FA3401.The horizontal coordinates were established by classical geodetic methods
 FA3401.and adjusted by the National Geodetic Survey in August 2005.
 FA3401
 FA3401.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3401
 FA3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3401
 FA3401.The geoid height was determined by GEOID03.
 FA3401
 FA3401;                    North         East     Units Scale Factor Converg.
 FA3401;SPC NC       -   222,498.140   383,260.333   MT  0.99990734   -1 26 39.4
 FA3401;SPC NC       -   729,979.31  1,257,413.28   sFT  0.99990734   -1 26 39.4
 FA3401;UTM  17      - 3,954,119.210   454,572.192   MT  0.99962543   -0 17 36.1
 FA3401
 FA3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3401!SPC NC       -   0.99994260  x   0.99990734  =   0.99984995
 FA3401!UTM  17      -   0.99994260  x   0.99962543  =   0.99956805
 FA3401
 FA3401:                Primary Azimuth Mark                     Grid Az
 FA3401:SPC NC       -  WALK                                     109 57 42.8
 FA3401:UTM  17      -  WALK                                     108 48 39.5
 FA3401
 FA3401|---------------------------------------------------------------------|
 FA3401| PID    Reference Object                     Distance      Geod. Az  |
 FA3401|                                                           dddmmss.s |
 FA3401| FA3032 WALK                                APPROX. 2.8 KM 1083103.4 |
 FA3401| FA3412 TURN                                493.582 METERS 2972720.6 |
 FA3401|---------------------------------------------------------------------|
 FA3401
 FA3401                          SUPERSEDED SURVEY CONTROL
 FA3401
 FA3401  NAD 83(1995)-  35 43 48.03155(N)    081 30 08.38730(W) AD(       ) 2
 FA3401  NAD 83(1986)-  35 43 48.03137(N)    081 30 08.38698(W) AD(       ) 2
 FA3401  NAD 27      -  35 43 47.55592(N)    081 30 09.05715(W) AD(       ) 2
 FA3401  NGVD 29 (07/19/86)  398.1    (m)         1306.     (f) VERT ANG    3  
 FA3401
 FA3401.Superseded values are not recommended for survey control.
 FA3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3401.See file dsdata.txt to determine how the superseded data were derived.
 FA3401
 FA3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5457254119(NAD 83)
 FA3401_MARKER: DE = TRAVERSE STATION DISK
 FA3401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3401_SP_SET: CONCRETE POST
 FA3401_STAMPING: BANK 1969
 FA3401_MARK LOGO: NCGS  
 FA3401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3401+STABILITY: SURFACE MOTION
 FA3401
 FA3401  HISTORY     - Date     Condition        Report By
 FA3401  HISTORY     - 1969     MONUMENTED       NCGS
 FA3401  HISTORY     - 1969     GOOD             NCGS
 FA3401  HISTORY     - 19860101 GOOD             NCGS
 FA3401
 FA3401                          STATION DESCRIPTION
 FA3401
 FA3401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3401'BANK IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3401'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3401'
 FA3401'BANK IS LOCATED APPROXIMATELY 10.4 MILES EAST OF
 FA3401'MORGANTON.  STATION IS ON THE SOUTH SIDE OF THE EAST BOUND LANE
 FA3401'OF I-40, 0.7 MILE EAST OF CONNELLY SPRINGS RD. BRIDGE
 FA3401'(SR 1755) OVER I-40, 2.0 MILES WEST OF I-40 BRIDGE OVER ICARD
 FA3401'RD. (SR 1761), AND 1.75 MILES WEST OF PEDESTRIAN CROSSWALK
 FA3401'OVER I-40.
 FA3401'
 FA3401'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FA3401'STAMPED BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FA3401'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3401'
 FA3401'MARK IS
 FA3401'
 FA3401'46.9 FT SW OF C/L OF E BOUND LANE OF I-40
 FA3401'
 FA3401'131.4 FT NW OF END GUARD RAIL POST
 FA3401'
 FA3401'87.0 FT NW OF REFLECTOR POST 85 21 31
 FA3401'
 FA3401'57.2 FT NE OF FENCE POST WITH ALUMINUM REF. TAG
 FA3401'
 FA3401'59.4 FT NE OF FENCE POST WITH ALUMINUM REF. TAG
 FA3401'
 FA3401'67.7 FT N OF FENCE POST WITH ALUMINUM REF. TAG
 FA3401
 FA3401                          STATION RECOVERY (1969)
 FA3401
 FA3401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3401'RECOVERED IN GOOD CONDITION.
 FA3401
 FA3401                          STATION RECOVERY (1986)
 FA3401
 FA3401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986
 FA3401'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 FA3401'THE MARK IS 15 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3201 ***********************************************************************
 FB3201  DESIGNATION -  BANK
 FB3201  PID         -  FB3201
 FB3201  STATE/COUNTY-  NC/BUNCOMBE
 FB3201  USGS QUAD   -  ASHEVILLE (1991)
 FB3201
 FB3201                         *CURRENT SURVEY CONTROL
 FB3201  ___________________________________________________________________
 FB3201* NAD 83(2001)-  35 35 42.59270(N)    082 33 07.96418(W)     ADJUSTED  
 FB3201* NAVD 88     -       744.4    (meters)    2442.     (feet)  VERTCON   
 FB3201  ___________________________________________________________________
 FB3201  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FB3201  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 FB3201  HORZ ORDER  -  SECOND
 FB3201
 FB3201.The horizontal coordinates were established by classical geodetic methods
 FB3201.and adjusted by the National Geodetic Survey in August 2005.
 FB3201
 FB3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3201
 FB3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3201
 FB3201.The geoid height was determined by GEOID03.
 FB3201
 FB3201;                    North         East     Units Scale Factor Converg.
 FB3201;SPC NC       -   210,443.943   287,795.674   MT  0.99989050   -2 03 00.8
 FB3201;SPC NC       -   690,431.50    944,209.64   sFT  0.99989050   -2 03 00.8
 FB3201;UTM  17      - 3,940,156.612   359,385.696   MT  0.99984366   -0 54 13.0
 FB3201
 FB3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3201!SPC NC       -   0.99988785  x   0.99989050  =   0.99977836
 FB3201!UTM  17      -   0.99988785  x   0.99984366  =   0.99973153
 FB3201
 FB3201:                Primary Azimuth Mark                     Grid Az
 FB3201:SPC NC       -  GRACE                                    359 41 32.2
 FB3201:UTM  17      -  GRACE                                    358 32 44.4
 FB3201
 FB3201|---------------------------------------------------------------------|
 FB3201| PID    Reference Object                     Distance      Geod. Az  |
 FB3201|                                                           dddmmss.s |
 FB3201| FB3171 GRACE                               APPROX. 3.4 KM 3573831.4 |
 FB3201|---------------------------------------------------------------------|
 FB3201
 FB3201                          SUPERSEDED SURVEY CONTROL
 FB3201
 FB3201  NAD 83(1995)-  35 35 42.59331(N)    082 33 07.96465(W) AD(       ) 2
 FB3201  NAD 83(1986)-  35 35 42.60017(N)    082 33 07.96345(W) AD(       ) 2
 FB3201  NAD 27      -  35 35 42.20181(N)    082 33 08.50015(W) AD(       ) 2
 FB3201  NGVD 29 (07/19/86)  744.5    (m)         2443.     (f) VERT ANG    3  
 FB3201
 FB3201.Superseded values are not recommended for survey control.
 FB3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3201.See file dsdata.txt to determine how the superseded data were derived.
 FB3201
 FB3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5938640157(NAD 83)
 FB3201_MARKER: DE = TRAVERSE STATION DISK
 FB3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3201_STAMPING: BANK 1967
 FB3201_MARK LOGO: NCGS  
 FB3201_PROJECTION: FLUSH
 FB3201_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3201+STABILITY: SURFACE MOTION
 FB3201
 FB3201  HISTORY     - Date     Condition        Report By
 FB3201  HISTORY     - 1967     MONUMENTED       NCGS
 FB3201  HISTORY     - 1972     GOOD             NCGS
 FB3201  HISTORY     - 1974     SEE DESCRIPTION  NCDNR
 FB3201  HISTORY     - 1980     GOOD             NCGS
 FB3201  HISTORY     - 19850101 GOOD             NCGS
 FB3201  HISTORY     - 19950912 GOOD             USPSQD
 FB3201
 FB3201                          STATION DESCRIPTION
 FB3201
 FB3201'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3201'BANK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3201'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3201'
 FB3201'BANK IS LOCATED ON TOP OF THE ELEVATOR SHAFT OF THE NORTHWESTERN BANK
 FB3201'BUILDING IN THE CENTER OF ASHEVILLE, AT THE WEST END OF THE SQUARE.
 FB3201'
 FB3201'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BANK
 FB3201'1967, CEMENTED IN CONCRETE ON TOP OF BANK BUILDING, AND IS FLUSH
 FB3201'WITH THE TOP OF THE BUILDING.
 FB3201'
 FB3201'MARK IS
 FB3201'7.6 FEET NW OF SE
 FB3201'CORNER OF ELEVATOR SHAFT ROOF,
 FB3201'7.6 FEET NE OF SW CORNER OF ELEVATOR
 FB3201'SHAFT ROOF,
 FB3201'4.5 FEET SW OF SW CORNER OF ELEVATOR SHAFT VENT,
 FB3201'7.9
 FB3201'FEET SE OF NW CORNER OF ELEVATOR SHAFT.
 FB3201
 FB3201                          STATION RECOVERY (1972)
 FB3201
 FB3201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB3201'CONDITION GOOD.
 FB3201
 FB3201                          STATION RECOVERY (1974)
 FB3201
 FB3201'RECOVERY NOTE BY NC DEPT OF NAT RES 1974 (JWC)
 FB3201'BANK 1967 GOOD
 FB3201
 FB3201                          STATION RECOVERY (1980)
 FB3201
 FB3201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3201'THE STATION WAS RECOVERED AT THIS DATE.
 FB3201'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3201'
 FB3201'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 FB3201
 FB3201                          STATION RECOVERY (1985)
 FB3201
 FB3201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB3201'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB3201
 FB3201                          STATION RECOVERY (1995)
 FB3201
 FB3201'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2378 ***********************************************************************
 EB2378  DESIGNATION -  BANK
 EB2378  PID         -  EB2378
 EB2378  STATE/COUNTY-  NC/COLUMBUS
 EB2378  USGS QUAD   -  CHADBOURN (1986)
 EB2378
 EB2378                         *CURRENT SURVEY CONTROL
 EB2378  ___________________________________________________________________
 EB2378* NAD 83(2001)-  34 16 07.69043(N)    078 47 16.94242(W)     ADJUSTED  
 EB2378* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 EB2378  ___________________________________________________________________
 EB2378  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 EB2378  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EB2378  HORZ ORDER  -  SECOND
 EB2378
 EB2378.The horizontal coordinates were established by classical geodetic methods
 EB2378.and adjusted by the National Geodetic Survey in August 2005.
 EB2378
 EB2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2378
 EB2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2378
 EB2378.The geoid height was determined by GEOID03.
 EB2378
 EB2378;                    North         East     Units Scale Factor Converg.
 EB2378;SPC NC       -    57,574.045   629,121.590   MT  1.00001850   +0 07 20.4
 EB2378;SPC NC       -   188,890.85  2,064,043.08   sFT  1.00001850   +0 07 20.4
 EB2378;UTM  17      - 3,794,175.024   703,642.741   MT  1.00011121   +1 14 45.4
 EB2378
 EB2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2378!SPC NC       -   1.00000129  x   1.00001850  =   1.00001979
 EB2378!UTM  17      -   1.00000129  x   1.00011121  =   1.00011250
 EB2378
 EB2378:                Primary Azimuth Mark                     Grid Az
 EB2378:SPC NC       -  FIELD                                    079 58 14.4
 EB2378:UTM  17      -  FIELD                                    078 50 49.4
 EB2378
 EB2378|---------------------------------------------------------------------|
 EB2378| PID    Reference Object                     Distance      Geod. Az  |
 EB2378|                                                           dddmmss.s |
 EB2378| EB2387 FIELD                               APPROX. 0.6 KM 0800534.8 |
 EB2378| EB2397 NEILL                               464.575 METERS 2272545.2 |
 EB2378|---------------------------------------------------------------------|
 EB2378
 EB2378                          SUPERSEDED SURVEY CONTROL
 EB2378
 EB2378  NAD 83(1986)-  34 16 07.69327(N)    078 47 16.94746(W) AD(       ) 2
 EB2378  NAD 27      -  34 16 07.08521(N)    078 47 17.88002(W) AD(       ) 2
 EB2378  NGVD 29 (07/19/86)   26.6    (m)           87.     (f) VERT ANG    3  
 EB2378
 EB2378.Superseded values are not recommended for survey control.
 EB2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2378.See file dsdata.txt to determine how the superseded data were derived.
 EB2378
 EB2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0364394175(NAD 83)
 EB2378_MARKER: DE = TRAVERSE STATION DISK
 EB2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2378_STAMPING: BANK 1969
 EB2378_MARK LOGO: NCGS  
 EB2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2378+STABILITY: SURFACE MOTION
 EB2378
 EB2378  HISTORY     - Date     Condition        Report By
 EB2378  HISTORY     - 1969     MONUMENTED       NCGS
 EB2378
 EB2378                          STATION DESCRIPTION
 EB2378
 EB2378'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2378'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2378'IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2378'
 EB2378'BANK IS LOCATED APPROXIMATELY 4.25 MILES SOUTHEAST OF
 EB2378'CHADBOURN AND 2.85 MILES EAST OF WARDS.  TO REACH STATION
 EB2378'PROCEED FROM INTERSECTION OF SR 1004 AND SR 1005, GO EAST ON
 EB2378'SR 1004 FOR 0.4 MILE TO STATION ON LEFT, APPROXIMATELY 200
 EB2378'FEET EAST OF LANE LEADING INTO WOODS, APPROXIMATELY 200 FEET
 EB2378'WEST OF EAST EDGE OF TREE LINE ON NORTH SIDE OF ROAD AND
 EB2378'0.75 MILE WEST OF INTERSECTION OF SR 1004 AND SR 1335.
 EB2378'
 EB2378'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2378'BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2378'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2378'
 EB2378'MARK IS
 EB2378'
 EB2378'25.6 FT NW OF C/L OF NC 410
 EB2378'
 EB2378'135.7 FT WSW OF PP WITH ALUMINUM REF. TAG.
 EB2378'
 EB2378'130.7 FT WNW OF YELLOW POPLAR TREE WITH ALUMINUM REF. TAG.
 EB2378'
 EB2378'58.4 FT WSW OF 18 INCH PINE WITH ALUMINUM REF. TAG.
 EB2378'
 EB2378'47.3 FT WSW OF UNDERGROUND TELEPHONE CABLE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2230 ***********************************************************************
 EA2230  DESIGNATION -  BANK
 EA2230  PID         -  EA2230
 EA2230  STATE/COUNTY-  NC/ONSLOW
 EA2230  USGS QUAD   -  HUBERT (1988)
 EA2230
 EA2230                         *CURRENT SURVEY CONTROL
 EA2230  ___________________________________________________________________
 EA2230* NAD 83(2001)-  34 38 58.03018(N)    077 08 03.73285(W)     ADJUSTED  
 EA2230* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2230  ___________________________________________________________________
 EA2230  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EA2230  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA2230  HORZ ORDER  -  THIRD
 EA2230
 EA2230.The horizontal coordinates were established by classical geodetic methods
 EA2230.and adjusted by the National Geodetic Survey in August 2005.
 EA2230
 EA2230.The orthometric height was scaled from a topographic map.
 EA2230
 EA2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2230
 EA2230.The geoid height was determined by GEOID03.
 EA2230
 EA2230;                    North         East     Units Scale Factor Converg.
 EA2230;SPC NC       -   101,384.664   780,611.798   MT  0.99992746   +1 04 36.4
 EA2230;SPC NC       -   332,626.19  2,561,057.21   sFT  0.99992746   +1 04 36.4
 EA2230;UTM  18      - 3,836,241.861   304,392.099   MT  1.00007163   -1 12 50.0
 EA2230
 EA2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2230!SPC NC       -   1.00000572  x   0.99992746  =   0.99993318
 EA2230!UTM  18      -   1.00000572  x   1.00007163  =   1.00007735
 EA2230
 EA2230:                Primary Azimuth Mark                     Grid Az
 EA2230:SPC NC       -  BOGUE SOUND BEACON 25                    004 38 40.8
 EA2230:UTM  18      -  BOGUE SOUND BEACON 25                    006 56 07.2
 EA2230
 EA2230|---------------------------------------------------------------------|
 EA2230| PID    Reference Object                     Distance      Geod. Az  |
 EA2230|                                                           dddmmss.s |
 EA2230| EA2235 BOGUE SOUND BEACON 25               APPROX. 3.5 KM 0054317.2 |
 EA2230| EA2203 SWANSBORO MUNICIPAL TANK            APPROX. 4.5 KM 0132059.6 |
 EA2230| EA2179 BOGUE SOUND BEACON 24               APPROX. 4.0 KM 0144427.9 |
 EA2230| EA2202 SWANSBORO METH CHURCH SPIRE         APPROX. 4.4 KM 0163458.0 |
 EA2230| EA2201 SWANSBORO BAP CHURCH SPIRE          APPROX. 4.5 KM 0182632.2 |
 EA2230| EA3184 BANK RM 2                            19.980 METERS 04117     |
 EA2230| EA3183 BANK RM 1                            18.738 METERS 06220     |
 EA2230| EA2171 BOGUE INLET CG S FLAGPOLE           APPROX. 3.5 KM 0934238.1 |
 EA2230| EA2247 SWANSBORO NC TEACHERS ASSOC TK      APPROX. 2.7 KM 3465225.3 |
 EA2230|---------------------------------------------------------------------|
 EA2230
 EA2230                          SUPERSEDED SURVEY CONTROL
 EA2230
 EA2230  NAD 83(1986)-  34 38 58.04260(N)    077 08 03.74456(W) AD(       ) 3
 EA2230  NAD 27      -  34 38 57.45621(N)    077 08 04.92033(W) AD(       ) 3
 EA2230
 EA2230.Superseded values are not recommended for survey control.
 EA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2230.See file dsdata.txt to determine how the superseded data were derived.
 EA2230
 EA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0439236242(NAD 83)
 EA2230_MARKER: DS = TRIANGULATION STATION DISK
 EA2230_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2230_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2230
 EA2230  HISTORY     - Date     Condition        Report By
 EA2230  HISTORY     - 1914     MONUMENTED       CGS
 EA2230  HISTORY     - 1933     GOOD             CGS
 EA2230  HISTORY     - 1950     GOOD             CGS
 EA2230  HISTORY     - 1962     GOOD             CGS
 EA2230  HISTORY     - 1965     GOOD             CGS
 EA2230
 EA2230                          STATION DESCRIPTION
 EA2230
 EA2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2230'STATION IS ON THE N SIDE OF AN OLD DREDGE CHANNEL THAT IS NOW
 EA2230'CLOSED UP, ABOUT 75 YARDS N OF WHERE THE DREDGE CHANNEL FROM
 EA2230'BOGUE INLET TO BEAR INLET BEGAN, OR ABOUT 50 YARDS E OF THE W
 EA2230'END OF THE DREDGE DUMP NEAREST THE BOGUE INLET ENTRANCE TO THE
 EA2230'CHANNEL.
 EA2230'
 EA2230'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 EA2230'THE TOP OF A TILE.  THE UNDERGROUND
 EA2230'MARK IS EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF THE GROUND.
 EA2230'THERE ARE NO REFERENCE MARKS.
 EA2230
 EA2230                          STATION RECOVERY (1933)
 EA2230
 EA2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2230'STATION IS ON A NARROW SAND RIDGE IN THE MARSH ABOUT ONE MILE N,
 EA2230'AND W OF BOGUE INLET.  IT IS ABOUT 3 METERS W OF THE MOST
 EA2230'WESTERLY OF A CLUMP OF BUSHES ON THE RIDGE.  THESE BUSHES ARE
 EA2230'THE ONLY ONES ON THE MARSH.
 EA2230'
 EA2230'THE STATION WAS FOUND IN GOOD CONDITION AND WAS USED IN THE
 EA2230'1933 SCHEME.
 EA2230'
 EA2230'ONE REFERENCE MARK WAS ESTABLISHED.  IT IS MARKED BY A
 EA2230'STANDARD DISK SET IN CONCRETE IN THE TOP OF AN 8-INCH TILE.
 EA2230'IT IS IN THE CENTER OF THE RIDGE W
 EA2230'OF THE LARGEST CLUMP OF BUSHES.
 EA2230
 EA2230                          STATION RECOVERY (1950)
 EA2230
 EA2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2230'STATION AND REFERENCE MARK 1 (1933) WERE RECOVERED IN GOOD
 EA2230'CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE.
 EA2230'
 EA2230'A 4- BY 4-INCH WHITE WITNESS POST PROJECTING 3 FEET WAS SET
 EA2230'3 FEET N OF THE STATION.
 EA2230
 EA2230                          STATION RECOVERY (1962)
 EA2230
 EA2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2230'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED.  A CHECK WAS
 EA2230'MADE FOR DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AND
 EA2230'A DIFFERENCE WAS FOUND.  1962 OBSERVATIONS ARE SHOWN ABOVE.
 EA2230'
 EA2230'REFERENCE MARK NO. 2 WAS ESTABLISHED, AND IS AS DESCRIBED.
 EA2230'IT IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP OF A 5/8
 EA2230'INCH COPPER WELD ROD THAT IS DRIVEN 24 FEET INTO THE GROUND.  THE
 EA2230'ROD IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE.  THE DISK IS
 EA2230'STAMPED 1962 BANK NO 2.  THE MARK PROJECTS 10 INCHES ABOVE THE
 EA2230'SURFACE OF THE GROUND.
 EA2230'
 EA2230'STATION WAS REACHED BY BOAT FROM SWANSBORO.
 EA2230'
 EA2230'NOTE THE SAND RIDGE MENTIONED IN THE PREVIOUS DESCRIPTION IS
 EA2230'NEARLY GONE.  STATION AND REFERENCE MARK NO. 2 ARE UNDER WATER WHEN
 EA2230'THERE IS A HIGH-HIGH TIDE.  THE LAST STORM MADE A NEW CUT AND IT IS
 EA2230'DOUBTFUL IF THE STATION WILL STAY MUCH LONGER.
 EA2230
 EA2230                          STATION RECOVERY (1965)
 EA2230
 EA2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2230'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 EA2230'IN GOOD CONDITION.  THE DISTANCES TO THE R.M.S WERE CHECKED.
 EA2230'
 EA2230'A DISCREPANCY WAS NOTED IN THE DISTANCE TO R.M. 2.  IT SHOULD
 EA2230'BE 56.55 FEET INSTEAD OF 65.55 FEET.
 EA2230'
 EA2230'THE RECOVERY NOTE IN 1962 IS ADEQUATE, EXCEPT FOR
 EA2230'THE FOLLOWING--
 EA2230'
 EA2230'THE STATION IS 26.0 FEET NORTHWEST OF APPARENT SHORE LINE AND
 EA2230'3.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3041 ***********************************************************************
 EZ3041  DESIGNATION -  BANK
 EZ3041  PID         -  EZ3041
 EZ3041  STATE/COUNTY-  NC/ALAMANCE
 EZ3041  USGS QUAD   -  SAXAPAHAW (1977)
 EZ3041
 EZ3041                         *CURRENT SURVEY CONTROL
 EZ3041  ___________________________________________________________________
 EZ3041* NAD 83(2001)-  35 57 00.73911(N)    079 18 35.71200(W)     ADJUSTED  
 EZ3041* NAVD 88     -       157.8    (meters)     518.     (feet)  VERTCON   
 EZ3041  ___________________________________________________________________
 EZ3041  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 EZ3041  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ3041  HORZ ORDER  -  SECOND
 EZ3041
 EZ3041.The horizontal coordinates were established by classical geodetic methods
 EZ3041.and adjusted by the National Geodetic Survey in August 2005.
 EZ3041
 EZ3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3041
 EZ3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3041
 EZ3041.The geoid height was determined by GEOID03.
 EZ3041
 EZ3041;                    North         East     Units Scale Factor Converg.
 EZ3041;SPC NC       -   244,119.476   581,641.667   MT  0.99994677   -0 10 44.0
 EZ3041;SPC NC       -   800,915.31  1,908,269.37   sFT  0.99994677   -0 10 44.0
 EZ3041;UTM  17      - 3,979,745.549   652,425.521   MT  0.99988629   +0 59 32.7
 EZ3041
 EZ3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3041!SPC NC       -   0.99998001  x   0.99994677  =   0.99992678
 EZ3041!UTM  17      -   0.99998001  x   0.99988629  =   0.99986631
 EZ3041
 EZ3041:                Primary Azimuth Mark                     Grid Az
 EZ3041:SPC NC       -  INGOLD                                   068 08 31.3
 EZ3041:UTM  17      -  INGOLD                                   066 58 14.6
 EZ3041
 EZ3041|---------------------------------------------------------------------|
 EZ3041| PID    Reference Object                     Distance      Geod. Az  |
 EZ3041|                                                           dddmmss.s |
 EZ3041| EZ3050 INGOLD                              APPROX. 1.1 KM 0675747.3 |
 EZ3041|---------------------------------------------------------------------|
 EZ3041
 EZ3041                          SUPERSEDED SURVEY CONTROL
 EZ3041
 EZ3041  NAD 83(1986)-  35 57 00.74240(N)    079 18 35.72211(W) AD(       ) 2
 EZ3041  NAD 27      -  35 57 00.23846(N)    079 18 36.65766(W) AD(       ) 2
 EZ3041  NGVD 29 (07/19/86)  158.0    (m)          518.     (f) VERT ANG    3  
 EZ3041
 EZ3041.Superseded values are not recommended for survey control.
 EZ3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3041.See file dsdata.txt to determine how the superseded data were derived.
 EZ3041
 EZ3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5242679746(NAD 83)
 EZ3041_MARKER: DE = TRAVERSE STATION DISK
 EZ3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3041_STAMPING: BANK 1969
 EZ3041_MARK LOGO: NCGS  
 EZ3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3041+STABILITY: SURFACE MOTION
 EZ3041
 EZ3041  HISTORY     - Date     Condition        Report By
 EZ3041  HISTORY     - 1969     MONUMENTED       NCGS
 EZ3041  HISTORY     - 20060421 GOOD             GEOCAC
 EZ3041
 EZ3041                          STATION DESCRIPTION
 EZ3041
 EZ3041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ3041'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3041'VICINITY OF SOUTH BURLINGTON, NORTH CAROLINA.
 EZ3041'
 EZ3041'BANK IS LOCATED APPROXIMATELY 0.7 MILE ENE OF SAXAPAHAW.  TO REACH
 EZ3041'STATION PROCEED FROM THE NORTH END OF HAW RIVER BRIDGE IN THE TOWN
 EZ3041'OF SAXAPAHAW, GO EAST ON SR 2146 FOR 0.7 MILE TO STATION ON RIGHT,
 EZ3041'HALFWAY UP CUT SLOPE OF ROAD, AND 0.3 MILE WEST OF SR 2148.
 EZ3041'
 EZ3041'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED---BANK
 EZ3041'1969---, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3041'INCH BELOW THE SURFACE OF THE GROUND.
 EZ3041'
 EZ3041'MARK IS
 EZ3041'37.0 FEET SSE OF C/L OF SR 2146.
 EZ3041'49.0 FEET N OF 18 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3041'73.5 FEET SE OF IRON PROPERTY STAKE.
 EZ3041'116.6 FEET WSW OF PP WITH TRANSFORMER IN CORNER OF MR. NEALS
 EZ3041'FRONT YARD AND WITH ALUMINUM REF. TAG.
 EZ3041'79.7 FEET W OF UNDERGROUND CABLE SERVICE POLE, WITH
 EZ3041'ALUMINUM REF. TAG. 89.0 FEET SSE OF 16 INCH MAPLE WITH ALUMINUM REF.
 EZ3041'TAG.
 EZ3041
 EZ3041                          STATION RECOVERY (2006)
 EZ3041
 EZ3041'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ3041'RECOVERED AS DESCRIBED. ADD THAT MARK IS APPROX 84 FEET WNW OF A WELL
 EZ3041'IN THE FRONT YARD OF 2035 SAXAPAHAW-BETHLEHEM CHURCH RD.
 EZ3041' 
 EZ3041' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3915 ***********************************************************************
 EZ3915  DESIGNATION -  BANK
 EZ3915  PID         -  EZ3915
 EZ3915  STATE/COUNTY-  NC/RANDOLPH
 EZ3915  USGS QUAD   -  ASHEBORO (1994)
 EZ3915
 EZ3915                         *CURRENT SURVEY CONTROL
 EZ3915  ___________________________________________________________________
 EZ3915* NAD 83(2001)-  35 37 35.36438(N)    079 49 52.34675(W)     ADJUSTED  
 EZ3915* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 EZ3915  ___________________________________________________________________
 EZ3915  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EZ3915  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EZ3915  HORZ ORDER  -  SECOND
 EZ3915
 EZ3915.The horizontal coordinates were established by classical geodetic methods
 EZ3915.and adjusted by the National Geodetic Survey in August 2005.
 EZ3915
 EZ3915.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3915
 EZ3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3915
 EZ3915.The geoid height was determined by GEOID03.
 EZ3915
 EZ3915;                    North         East     Units Scale Factor Converg.
 EZ3915;SPC NC       -   208,476.142   534,313.556   MT  0.99989392   -0 28 47.1
 EZ3915;SPC NC       -   683,975.48  1,752,993.72   sFT  0.99989392   -0 28 47.1
 EZ3915;UTM  17      - 3,943,150.897   605,837.363   MT  0.99973803   +0 40 51.2
 EZ3915
 EZ3915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3915!SPC NC       -   0.99996667  x   0.99989392  =   0.99986059
 EZ3915!UTM  17      -   0.99996667  x   0.99973803  =   0.99970471
 EZ3915
 EZ3915:                Primary Azimuth Mark                     Grid Az
 EZ3915:SPC NC       -  ULAH                                     144 28 18.1
 EZ3915:UTM  17      -  ULAH                                     143 18 39.8
 EZ3915
 EZ3915|---------------------------------------------------------------------|
 EZ3915| PID    Reference Object                     Distance      Geod. Az  |
 EZ3915|                                                           dddmmss.s |
 EZ3915| EZ3162 ULAH                                APPROX. 0.9 KM 1435931.0 |
 EZ3915| EZ3922 FOX                                 APPROX. 0.5 KM 3403627.1 |
 EZ3915|---------------------------------------------------------------------|
 EZ3915
 EZ3915                          SUPERSEDED SURVEY CONTROL
 EZ3915
 EZ3915  NAD 83(1986)-  35 37 35.37310(N)    079 49 52.35603(W) AD(       ) 2
 EZ3915  NAD 27      -  35 37 34.88067(N)    079 49 53.22889(W) AD(       ) 2
 EZ3915  NGVD 29 (07/19/86)  242.9    (m)          797.     (f) VERT ANG    3  
 EZ3915
 EZ3915.Superseded values are not recommended for survey control.
 EZ3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3915.See file dsdata.txt to determine how the superseded data were derived.
 EZ3915
 EZ3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0583743151(NAD 83)
 EZ3915_MARKER: DE = TRAVERSE STATION DISK
 EZ3915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3915_STAMPING: BANK 1971
 EZ3915_MARK LOGO: NCGS  
 EZ3915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3915+STABILITY: SURFACE MOTION
 EZ3915
 EZ3915  HISTORY     - Date     Condition        Report By
 EZ3915  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3915  HISTORY     - 1981     GOOD             NCGS
 EZ3915  HISTORY     - 1983     GOOD             USPSQD
 EZ3915
 EZ3915                          STATION DESCRIPTION
 EZ3915
 EZ3915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3915'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3915'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3915'
 EZ3915'BANK IS LOCATED APPROXIMATELY 5.6 MILES SOUTH OF ASHEBORO AND
 EZ3915'0.5 MILE SSW OF ULAH.  TO REACH STATION PROCEED FROM THE
 EZ3915'INTERSECTION OF U.S. 64 AND U.S. 220 BYPASS IN ASHEBORO.  GO
 EZ3915'SOUTH ON U.S. 220 BYPASS FOR 4.45 MILES TO STATION ON RIGHT
 EZ3915'(WEST) BANK NEAR WOODS LINE.  0.55 MILE NORTH OF INTERSECTION OF
 EZ3915'U.S. 220 BYPASS AND U.S. 220 BUSINESS.  AND 0.35 MILES SOUTH OF
 EZ3915'SR 1114 BRIDGE OVER U.S. 220 BYPASS.
 EZ3915'
 EZ3915'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3915'BANK 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3915'WHICH IS FLUSH WITH THE GROUND.
 EZ3915'
 EZ3915'MARK IS
 EZ3915'
 EZ3915'70.5 FT WSW OF C/L OF S BOUND LANE OF U.S. 220
 EZ3915'
 EZ3915'37.0 FT NE OF ALUMINUM REF. TAG ON 8 INCH PINE
 EZ3915'
 EZ3915'31.3 FT E OF ALUMINUM REF. TAG ON 6 INCH PINE
 EZ3915'
 EZ3915'42.8 FT ENE OF ALUMINUM REF. TAG ON 8 INCH PINE
 EZ3915
 EZ3915                          STATION RECOVERY (1981)
 EZ3915
 EZ3915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3915'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS
 EZ3915'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS-STATION MARK IS 2.1 FEET
 EZ3915'EAST-NORTHEAST OF A METAL WITNESS POST, 30.9 FEET EAST OF A 8 INCH
 EZ3915'PINE WITH REFERENCE TAG, 36.7 FEET NORTHEAST OF A 12 INCH PINE WITH
 EZ3915'REFERENCE TAG AND 58.7 FEET NORTH OF A 6 INCH PINE WITH REFERENCE TAG.
 EZ3915
 EZ3915                          STATION RECOVERY (1983)
 EZ3915
 EZ3915'RECOVERY NOTE BY US POWER SQUADRON 1983 (JEH)
 EZ3915'BANK 1971 RECOVERED GOOD.
 EZ3915'
 EZ3915'RECOVERED, PANELED AND USED FOR MAPPING CONTROL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4002 ***********************************************************************
 EZ4002  DESIGNATION -  BANK
 EZ4002  PID         -  EZ4002
 EZ4002  STATE/COUNTY-  NC/GUILFORD
 EZ4002  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4002
 EZ4002                         *CURRENT SURVEY CONTROL
 EZ4002  ___________________________________________________________________
 EZ4002* NAD 83(2001)-  35 56 54.75283(N)    079 58 06.96636(W)     ADJUSTED  
 EZ4002* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 EZ4002  ___________________________________________________________________
 EZ4002  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 EZ4002  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EZ4002  HORZ ORDER  -  SECOND
 EZ4002
 EZ4002.The horizontal coordinates were established by classical geodetic methods
 EZ4002.and adjusted by the National Geodetic Survey in August 2005.
 EZ4002
 EZ4002.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4002
 EZ4002.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4002
 EZ4002.The geoid height was determined by GEOID03.
 EZ4002
 EZ4002;                    North         East     Units Scale Factor Converg.
 EZ4002;SPC NC       -   244,317.647   522,217.882   MT  0.99994642   -0 33 32.6
 EZ4002;SPC NC       -   801,565.48  1,713,309.83   sFT  0.99994642   -0 33 32.6
 EZ4002;UTM  17      - 3,978,732.620   593,019.398   MT  0.99970662   +0 36 19.9
 EZ4002
 EZ4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4002!SPC NC       -   0.99996727  x   0.99994642  =   0.99991369
 EZ4002!UTM  17      -   0.99996727  x   0.99970662  =   0.99967389
 EZ4002
 EZ4002|---------------------------------------------------------------------|
 EZ4002| PID    Reference Object                     Distance      Geod. Az  |
 EZ4002|                                                           dddmmss.s |
 EZ4002| EZ4062 VILLA                               333.815 METERS 07132     |
 EZ4002| EZ4054 SUPER                               486.652 METERS 2231433.1 |
 EZ4002|---------------------------------------------------------------------|
 EZ4002
 EZ4002                          SUPERSEDED SURVEY CONTROL
 EZ4002
 EZ4002  NAD 83(1986)-  35 56 54.75934(N)    079 58 06.97568(W) AD(       ) 2
 EZ4002  NAD 27      -  35 56 54.26485(N)    079 58 07.83671(W) AD(       ) 2
 EZ4002  NGVD 29 (07/19/86)  239.8    (m)          787.     (f) VERT ANG    3  
 EZ4002
 EZ4002.Superseded values are not recommended for survey control.
 EZ4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4002.See file dsdata.txt to determine how the superseded data were derived.
 EZ4002
 EZ4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9301978733(NAD 83)
 EZ4002_MARKER: DE = TRAVERSE STATION DISK
 EZ4002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4002_STAMPING: BANK 1967
 EZ4002_MARK LOGO: NCGS  
 EZ4002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4002+STABILITY: SURFACE MOTION
 EZ4002
 EZ4002  HISTORY     - Date     Condition        Report By
 EZ4002  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4002  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EZ4002  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 EZ4002
 EZ4002                          STATION DESCRIPTION
 EZ4002
 EZ4002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4002'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4002'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4002'
 EZ4002'BANK IS LOCATED APPROXIMATELY 3.4 MILES SOUTHEAST OF
 EZ4002'INTERSECTION OF U.S. 29A AND U.S. 311 IN THE CENTER OF HIGH
 EZ4002'POINT.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4002'U.S. 311 (S. MAIN ST.) AND I-85, GO NORTHEAST ON I-85 FOR 1.7
 EZ4002'MILES TO STATION.  STATION IS LOCATED 0.8 MILE NORTHEAST OF
 EZ4002'BRENTWOOD ST. BRIDGE OVER I-85 AND 0.85 MILE SOUTHWEST OF
 EZ4002'BAKER RD. BRIDGE ON NORTH BANK OF SOUTH BOUND LANE OF I-85,
 EZ4002'AND ON THE WEST SLOPE OF 8 FOOT CUT.
 EZ4002'
 EZ4002'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4002'BANK 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4002'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4002'
 EZ4002'MARK IS
 EZ4002'
 EZ4002'51.1 FT NW OF C/L OF S BOUND LANE OF I-85
 EZ4002'
 EZ4002'102.6 FT SW OF TP 24 WITH ALUMINUM REF. TAG
 EZ4002'
 EZ4002'109.6 FT ESE OF TP 23 WITH ALUMINUM REF. TAG
 EZ4002'
 EZ4002'9.6 FT NNW OF S EDGE OF CUT
 EZ4002'
 EZ4002'28.1 FT S OF 3 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ4002
 EZ4002                          STATION RECOVERY (1986)
 EZ4002
 EZ4002'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 EZ4002'MARK NOT FOUND.
 EZ4002
 EZ4002                          STATION RECOVERY (2004)
 EZ4002
 EZ4002'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ4002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4832 ***********************************************************************
 EZ4832  DESIGNATION -  BANK
 EZ4832  PID         -  EZ4832
 EZ4832  STATE/COUNTY-  NC/CUMBERLAND
 EZ4832  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ4832
 EZ4832                         *CURRENT SURVEY CONTROL
 EZ4832  ___________________________________________________________________
 EZ4832* NAD 83(2001)-  35 03 10.26375(N)    078 52 42.93317(W)     ADJUSTED  
 EZ4832* NAVD 88     -        69.5    (meters)     228.     (feet)  VERTCON   
 EZ4832  ___________________________________________________________________
 EZ4832  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 EZ4832  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EZ4832  HORZ ORDER  -  SECOND
 EZ4832
 EZ4832.The horizontal coordinates were established by classical geodetic methods
 EZ4832.and adjusted by the National Geodetic Survey in August 2005.
 EZ4832
 EZ4832.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4832
 EZ4832.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4832
 EZ4832.The geoid height was determined by GEOID03.
 EZ4832
 EZ4832;                    North         East     Units Scale Factor Converg.
 EZ4832;SPC NC       -   144,532.058   620,675.806   MT  0.99987859   +0 04 12.3
 EZ4832;SPC NC       -   474,185.59  2,036,333.87   sFT  0.99987859   +0 04 12.3
 EZ4832;UTM  17      - 3,880,961.717   693,472.558   MT  1.00006134   +1 13 07.6
 EZ4832
 EZ4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4832!SPC NC       -   0.99999434  x   0.99987859  =   0.99987293
 EZ4832!UTM  17      -   0.99999434  x   1.00006134  =   1.00005568
 EZ4832
 EZ4832:                Primary Azimuth Mark                     Grid Az
 EZ4832:SPC NC       -  PERSON                                   113 54 35.1
 EZ4832:UTM  17      -  PERSON                                   112 45 39.8
 EZ4832
 EZ4832|---------------------------------------------------------------------|
 EZ4832| PID    Reference Object                     Distance      Geod. Az  |
 EZ4832|                                                           dddmmss.s |
 EZ4832| EZ4825 PERSON                              APPROX. 1.3 KM 1135847.4 |
 EZ4832|---------------------------------------------------------------------|
 EZ4832
 EZ4832                          SUPERSEDED SURVEY CONTROL
 EZ4832
 EZ4832  NAD 83(1986)-  35 03 10.27321(N)    078 52 42.93656(W) AD(       ) 2
 EZ4832  NAD 27      -  35 03 09.68178(N)    078 52 43.84016(W) AD(       ) 2
 EZ4832  NGVD 29 (07/19/86)   69.8    (m)          229.     (f) VERT ANG    3  
 EZ4832
 EZ4832.Superseded values are not recommended for survey control.
 EZ4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4832.See file dsdata.txt to determine how the superseded data were derived.
 EZ4832
 EZ4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9347380962(NAD 83)
 EZ4832_MARKER: DE = TRAVERSE STATION DISK
 EZ4832_SETTING: 0 = UNSPECIFIED SETTING
 EZ4832_STAMPING: BANK 1966
 EZ4832_MARK LOGO: NCGS  
 EZ4832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4832+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 EZ4832
 EZ4832  HISTORY     - Date     Condition        Report By
 EZ4832  HISTORY     - 1966     MONUMENTED       NCGS
 EZ4832  HISTORY     - 19981107 GOOD             USPSQD
 EZ4832  HISTORY     - 20041124 GOOD             USPSQD
 EZ4832  HISTORY     - 20060725 GOOD             USPSQD
 EZ4832
 EZ4832                          STATION DESCRIPTION
 EZ4832
 EZ4832'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ4832'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4832'THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ4832'
 EZ4832'BANK IS LOCATED IN THE CENTER OF FAYETTEVILLE.  STATION IS ON
 EZ4832'TOP OF ELEVATOR SHAFT ON TALLEST PART OF FIRT CITIZENS BANK
 EZ4832'BUILDING IN FAYETTEVILLE AT MARKET SQUARE.
 EZ4832'
 EZ4832'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4832'BANK 1966, SET IN A DRILL HOLE ON TOP OF ELEVATOR SHAFT, WHICH
 EZ4832'IS FLUSH WITH THE SURFACE OF THE ROOF.
 EZ4832
 EZ4832                          STATION RECOVERY (1998)
 EZ4832
 EZ4832'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ4832'RECOVERED IN GOOD CONDITION.
 EZ4832
 EZ4832                          STATION RECOVERY (2004)
 EZ4832
 EZ4832'RECOVERY NOTE BY US POWER SQUADRON 2004 (LS)
 EZ4832'RECOVERED IN GOOD CONDITION.
 EZ4832
 EZ4832                          STATION RECOVERY (2006)
 EZ4832
 EZ4832'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ4832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2395 ***********************************************************************
 EY2395  DESIGNATION -  BANK
 EY2395  PID         -  EY2395
 EY2395  STATE/COUNTY-  NC/JONES
 EY2395  USGS QUAD   -  TRENTON (1982)
 EY2395
 EY2395                         *CURRENT SURVEY CONTROL
 EY2395  ___________________________________________________________________
 EY2395* NAD 83(2001)-  35 01 57.96224(N)    077 19 03.49825(W)     ADJUSTED  
 EY2395* NAVD 88     -        11.6    (meters)      38.     (feet)  VERTCON   
 EY2395  ___________________________________________________________________
 EY2395  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EY2395  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 EY2395  HORZ ORDER  -  SECOND
 EY2395
 EY2395.The horizontal coordinates were established by classical geodetic methods
 EY2395.and adjusted by the National Geodetic Survey in August 2005.
 EY2395
 EY2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2395
 EY2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2395
 EY2395.The geoid height was determined by GEOID03.
 EY2395
 EY2395;                    North         East     Units Scale Factor Converg.
 EY2395;SPC NC       -   143,598.111   763,093.890   MT  0.99987986   +0 58 15.6
 EY2395;SPC NC       -   471,121.47  2,503,583.87   sFT  0.99987986   +0 58 15.6
 EY2395;UTM  18      - 3,879,132.301   288,576.182   MT  1.00015094   -1 19 51.3
 EY2395
 EY2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2395!SPC NC       -   1.00000399  x   0.99987986  =   0.99988385
 EY2395!UTM  18      -   1.00000399  x   1.00015094  =   1.00015493
 EY2395
 EY2395:                Primary Azimuth Mark                     Grid Az
 EY2395:SPC NC       -  FAITH                                    124 20 51.3
 EY2395:UTM  18      -  FAITH                                    126 38 58.2
 EY2395
 EY2395|---------------------------------------------------------------------|
 EY2395| PID    Reference Object                     Distance      Geod. Az  |
 EY2395|                                                           dddmmss.s |
 EY2395| EY2394 FAITH                               APPROX. 0.9 KM 1251906.9 |
 EY2395| EY2396 POWERJO                             414.297 METERS 2813511.4 |
 EY2395|---------------------------------------------------------------------|
 EY2395
 EY2395                          SUPERSEDED SURVEY CONTROL
 EY2395
 EY2395  NAD 83(1986)-  35 01 57.97369(N)    077 19 03.50978(W) AD(       ) 2
 EY2395  NAD 27      -  35 01 57.40467(N)    077 19 04.66295(W) AD(       ) 2
 EY2395  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG    3  
 EY2395
 EY2395.Superseded values are not recommended for survey control.
 EY2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2395.See file dsdata.txt to determine how the superseded data were derived.
 EY2395
 EY2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8857679132(NAD 83)
 EY2395_MARKER: DE = TRAVERSE STATION DISK
 EY2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2395_STAMPING: BANK 1975
 EY2395_MARK LOGO: NCGS  
 EY2395_PROJECTION: FLUSH
 EY2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2395+STABILITY: SURFACE MOTION
 EY2395
 EY2395  HISTORY     - Date     Condition        Report By
 EY2395  HISTORY     - 1975     MONUMENTED       NCGS
 EY2395  HISTORY     - 1979     MARK NOT FOUND   USGS
 EY2395  HISTORY     - 19820101 SEE DESCRIPTION  NCGS
 EY2395
 EY2395                          STATION DESCRIPTION
 EY2395
 EY2395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2395'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2395'THE VICINITY OF TRENTON, NORTH CAROLINA.
 EY2395'
 EY2395'BANK IS LOCATED APPROXIMATELY 3.0 MILES SE OF TRENTON, AND 5.8
 EY2395'MILES WNW OF POLLOCKSVILLE.  TO REACH STATION FROM THE JONES COUNTY
 EY2395'COURTHOUSE IN TRENTON, PROCEED SOUTHEAST ALONG NC 58 FOR 3.65 MILES
 EY2395'TO STATION ON LEFT ON TOP OF BANK IN HEDGEROW AT EDGE OF A FIELD,
 EY2395'AND 0.1 MILE SOUTHEAST OF A STREAM, AND 0.1 MILE NORTHWEST OF
 EY2395'EASTERNMOST INTERSECTION WITH SR 1327 AND SR 1122 CROSSROADS.
 EY2395'
 EY2395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2395'BANK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY2395'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2395'
 EY2395'MARK IS 33.8 FT NE OF C/L OF NC 58
 EY2395'
 EY2395'46.4 FT SE OF PP WITH ALUMINUM REF. TAG
 EY2395'
 EY2395'204.7 FT NW OF PP WITH ALUMINUM REF. TAG
 EY2395
 EY2395                          STATION RECOVERY (1979)
 EY2395
 EY2395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM)
 EY2395'MARK NOT FOUND.
 EY2395
 EY2395                          STATION RECOVERY (1982)
 EY2395
 EY2395'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2395'THE STATION WAS SEARCHED FOR BUT NOT FOUND, AND HAS PROBABLY BEEN
 EY2395'DESTROYED BY GRADING.  THE HIGHWAY HAS BEEN REALIGNED.  AN INSTRUMENT
 EY2395'SEARCH WAS MADE AFTER NEW MARKS WERE LOCATED WITH NEGATIVE RESULTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2789 ***********************************************************************
 EY2789  DESIGNATION -  BANK
 EY2789  PID         -  EY2789
 EY2789  STATE/COUNTY-  NC/LENOIR
 EY2789  USGS QUAD   -  LA GRANGE (1983)
 EY2789
 EY2789                         *CURRENT SURVEY CONTROL
 EY2789  ___________________________________________________________________
 EY2789* NAD 83(2001)-  35 17 23.69628(N)    077 47 44.55281(W)     ADJUSTED  
 EY2789* NAVD 88     -        31.6    (meters)     104.     (feet)  VERT ANG  
 EY2789  ___________________________________________________________________
 EY2789  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EY2789  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EY2789  HORZ ORDER  -  SECOND
 EY2789
 EY2789.The horizontal coordinates were established by classical geodetic methods
 EY2789.and adjusted by the National Geodetic Survey in August 2005.
 EY2789
 EY2789.The orthometric height was determined by vertical angle observations.
 EY2789
 EY2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2789
 EY2789.The geoid height was determined by GEOID03.
 EY2789
 EY2789;                    North         East     Units Scale Factor Converg.
 EY2789;SPC NC       -   171,487.203   719,132.943   MT  0.99987281   +0 41 42.3
 EY2789;SPC NC       -   562,620.93  2,359,355.33   sFT  0.99987281   +0 41 42.3
 EY2789;UTM  18      - 3,908,779.511   245,756.172   MT  1.00039669   -1 36 57.6
 EY2789
 EY2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2789!SPC NC       -   1.00000064  x   0.99987281  =   0.99987345
 EY2789!UTM  18      -   1.00000064  x   1.00039669  =   1.00039733
 EY2789
 EY2789:                Primary Azimuth Mark                     Grid Az
 EY2789:SPC NC       -  ALLEGOOD                                 303 20 34.2
 EY2789:UTM  18      -  ALLEGOOD                                 305 39 14.1
 EY2789
 EY2789|---------------------------------------------------------------------|
 EY2789| PID    Reference Object                     Distance      Geod. Az  |
 EY2789|                                                           dddmmss.s |
 EY2789| EY2790 ALLEGOOD                            APPROX. 3.7 KM 3040216.5 |
 EY2789|---------------------------------------------------------------------|
 EY2789
 EY2789                          SUPERSEDED SURVEY CONTROL
 EY2789
 EY2789  NAD 83(1986)-  35 17 23.70477(N)    077 47 44.56395(W) AD(       ) 2
 EY2789  NAD 27      -  35 17 23.11724(N)    077 47 45.64213(W) AD(       ) 2
 EY2789  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG    3  
 EY2789
 EY2789.Superseded values are not recommended for survey control.
 EY2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2789.See file dsdata.txt to determine how the superseded data were derived.
 EY2789
 EY2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4575608780(NAD 83)
 EY2789_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2789_STAMPING: BANK 1976
 EY2789_MARK LOGO: NCGS  
 EY2789_PROJECTION: FLUSH
 EY2789_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2789+STABILITY: SURFACE MOTION
 EY2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2789+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1990
 EY2789
 EY2789  HISTORY     - Date     Condition        Report By
 EY2789  HISTORY     - 1976     MONUMENTED       NCGS
 EY2789  HISTORY     - 19901012 GOOD             NCGS
 EY2789  HISTORY     - 19910320 GOOD             USPSQD
 EY2789
 EY2789                          STATION DESCRIPTION
 EY2789
 EY2789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2789'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EY2789'APPROXIMATELY 1.2 MILES SSW OF LA GRANGE, NORTH CAROLINA.  TO
 EY2789'REACH STATION FROM THE U.S. 70 UNDERPASS OF NC 903 SOUTH OF LA
 EY2789'GRANGE, PROCEED WEST ALONG U.S. 70 FOR 0.5 MILE TO STATION ON LEFT
 EY2789'ON BANK NEAR FENCE BRACE SECTION AND ABOUT 150 FEET EAST OF
 EY2789'CORNER OF WOODS.
 EY2789'
 EY2789'STATION MARK IS A STANDARD BRASS DISK, STAMPED BANK 1976, SET IN
 EY2789'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EY2789'SURFACE OF THE GROUND.
 EY2789'
 EY2789'MARK IS 101.7 FT SW OF C/L OF E BOUND LANE U.S. 70
 EY2789'
 EY2789'8.7 FT E OF A FENCE POST WITH ALUMINUM REF. TAG
 EY2789'
 EY2789'10.2 FT NW OF A FENCE POST WITH ALUMINUM REF. TAG
 EY2789'
 EY2789'9.2 FT SW OF A PP WITH ALUMINUM REF. TAG
 EY2789'
 EY2789'6.4 FT N OF A R/W MARKER
 EY2789
 EY2789                          STATION RECOVERY (1990)
 EY2789
 EY2789'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY2789'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. THE POWER POLE
 EY2789'WITH A REFERENCE TAG HAS BEEN REMOVED, THE LINES OF SIGHT TO STATIONS
 EY2789'ALLEGOOD AND BRIDGE, ESTABLISHED IN 1976, ARE BLOCKED.
 EY2789
 EY2789                          STATION RECOVERY (1991)
 EY2789
 EY2789'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0471 ***********************************************************************
 EX0471  HT_MOD      -  This is a Height Modernization Survey Station.
 EX0471  DESIGNATION -  BANK
 EX0471  PID         -  EX0471
 EX0471  STATE/COUNTY-  NC/DARE
 EX0471  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0471
 EX0471                         *CURRENT SURVEY CONTROL
 EX0471  ___________________________________________________________________
 EX0471* NAD 83(2007)-  35 56 29.45770(N)    075 36 54.56722(W)     ADJUSTED  
 EX0471* NAVD 88     -         2.18   (meters)       7.2    (feet)  GPS OBS   
 EX0471  ___________________________________________________________________
 EX0471  EPOCH DATE  -        2002.00
 EX0471  X           -   1,284,347.425 (meters)                     COMP
 EX0471  Y           -  -5,007,702.423 (meters)                     COMP
 EX0471  Z           -   3,722,918.202 (meters)                     COMP
 EX0471  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EX0471  ELLIP HEIGHT-         -36.767 (meters)          (03/05/08) ADJUSTED
 EX0471  GEOID HEIGHT-         -38.95  (meters)                     GEOID03
 EX0471  HORZ ORDER  -  FIRST
 EX0471  ELLP ORDER  -  FOURTH    CLASS II
 EX0471
 EX0471.The horizontal coordinates were established by GPS observations
 EX0471.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2008.
 EX0471
 EX0471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0471.The horizontal coordinates are valid at the epoch date displayed above.
 EX0471.The epoch date for horizontal control is a decimal equivalence
 EX0471.of Year/Month/Day.
 EX0471
 EX0471.The orthometric height was determined by GPS observations and a
 EX0471.high-resolution geoid model.
 EX0471.The orthometric height was determined by GPS observations and a
 EX0471.high-resolution geoid model using precise GPS observation and
 EX0471.processing techniques.
 EX0471
 EX0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0471
 EX0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0471
 EX0471.The ellipsoidal height was determined by GPS observations
 EX0471.and is referenced to NAD 83.
 EX0471
 EX0471.The geoid height was determined by GEOID03.
 EX0471
 EX0471;                    North         East     Units Scale Factor Converg.
 EX0471;SPC NC       -   248,317.859   914,940.284   MT  0.99994494   +1 57 13.1
 EX0471;SPC NC       -   814,689.51  3,001,766.58   sFT  0.99994494   +1 57 13.1
 EX0471;UTM  18      - 3,977,636.589   444,516.070   MT  0.99963793   -0 21 39.9
 EX0471
 EX0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0471!SPC NC       -   1.00000577  x   0.99994494  =   0.99995071
 EX0471!UTM  18      -   1.00000577  x   0.99963793  =   0.99964370
 EX0471
 EX0471:                Primary Azimuth Mark                     Grid Az
 EX0471:SPC NC       -  V 168                                    154 43 07.3
 EX0471:UTM  18      -  V 168                                    157 02 00.3
 EX0471
 EX0471|---------------------------------------------------------------------|
 EX0471| PID    Reference Object                     Distance      Geod. Az  |
 EX0471|                                                           dddmmss.s |
 EX0471| EX0130 V 168                               APPROX. 0.8 KM 1564020.4 |
 EX0471| EX0469 NAGS HEAD WATER TANK                APPROX. 0.9 KM 1605736.1 |
 EX0471|---------------------------------------------------------------------|
 EX0471
 EX0471                          SUPERSEDED SURVEY CONTROL
 EX0471
 EX0471  NAD 83(2001)-  35 56 29.45793(N)    075 36 54.56583(W) AD(       ) 2
 EX0471  NAD 83(1986)-  35 56 29.47805(N)    075 36 54.57598(W) AD(       ) 2
 EX0471  NAD 27      -  35 56 28.86297(N)    075 36 55.95304(W) AD(       ) 2
 EX0471  NGVD 29 (07/19/86)    2.5    (m)            8.     (f) VERT ANG    3  
 EX0471
 EX0471.Superseded values are not recommended for survey control.
 EX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0471.See file dsdata.txt to determine how the superseded data were derived.
 EX0471
 EX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4451677637(NAD 83)
 EX0471_MARKER: DE = TRAVERSE STATION DISK
 EX0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0471_STAMPING: BANK 1974
 EX0471_MARK LOGO: NCGS  
 EX0471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0471+STABILITY: SURFACE MOTION
 EX0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0471+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 EX0471
 EX0471  HISTORY     - Date     Condition        Report By
 EX0471  HISTORY     - 1974     MONUMENTED       NCGS
 EX0471  HISTORY     - 1985     GOOD             USPSQD
 EX0471  HISTORY     - 20051027 GOOD             NCGS
 EX0471  HISTORY     - 20060728 GOOD             GEOCAC
 EX0471  HISTORY     - 20061126 GOOD             GEOCAC
 EX0471
 EX0471                          STATION DESCRIPTION
 EX0471
 EX0471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0471'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0471'THE VICINITY OF NAGS HEAD, NORTH CAROLINA.
 EX0471'
 EX0471'BANK IS LOCATED IN NAGS HEAD.  TO REACH STATION FROM THE
 EX0471'U.S. POST OFFICE IN NAGS HEAD.  PROCEED SSE ALONG U.S. 158 BUSINESS
 EX0471'FOR 1.00 MILE TO STATION ON THE LEFT, IN FRONT OF TWO OLD ONE
 EX0471'STORY BLOCK BUILDINGS (VILLA).  AND 0.05 MILE NORTH OF NAGS HEAD
 EX0471'WATER TANK.
 EX0471'
 EX0471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0471'BANK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EX0471'IS PROJECTING 4 INCHES ABOVE THE GROUND.
 EX0471'
 EX0471'MARK IS 28.6 FT ENE OF C/L OF U.S. 158 BUSINESS
 EX0471'
 EX0471'18.6 FT SSE OF C/L OF NORTHERNMOST CONCRETE DRIVEWAY
 EX0471'
 EX0471'02.3 FT WSW OF PP 308 WITH TRANSFORMER, STREET LIGHT, WITNESS
 EX0471'SIGN AND W/ALUMINUM REF. TAG
 EX0471'
 EX0471'07.4 FT S OF CENTER OF WATER METER COVER (NORTHERNMOST)
 EX0471'
 EX0471'59.2 FT ENE OF TOP OF FIRE HYDRANT ON WEST SIDE OF U.S. 158
 EX0471'BUSINESS
 EX0471
 EX0471                          STATION RECOVERY (1985)
 EX0471
 EX0471'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKD)
 EX0471'RECOVERED IN GOOD CONDITION.
 EX0471
 EX0471                          STATION RECOVERY (2005)
 EX0471
 EX0471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EX0471'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EX0471'ADDITIONS.  STATION IS LOCATED 0.5 MI (0.8 KM) NORTH OF NAGS HEAD
 EX0471'WATER TANK (NOT 0.05 MI (0.08 KM) PER THE 1974 DESCRIPTION).  MARK IS
 EX0471'FLUSH WITH THE GROUND.  LOCATED 3.0 FT (0.9 M) WEST-SOUTHWEST OF A
 EX0471'POWER POLE (Q212OBP41).  REFERENCED CONCRETE DRIVEWAY IS TO HOUSE
 EX0471'(4811) AND US 158 BUSINESS IS SOUTH.  VIRGINIA DARE TRAIL.  REFERENCED
 EX0471'TWO OLD ONE STORY BLOCK BUILDINGS (VILLA) ARE GONE.
 EX0471
 EX0471                          STATION RECOVERY (2006)
 EX0471
 EX0471'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 EX0471'RECOVERED IN GOOD CONDITION.
 EX0471
 EX0471                          STATION RECOVERY (2006)
 EX0471
 EX0471'RECOVERY NOTE BY GEOCACHING 2006 (DEB)
 EX0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3738 ***********************************************************************
 FY3738  DESIGNATION -  BANK
 FY3738  PID         -  FY3738
 FY3738  STATE/COUNTY-  NC/ROCKINGHAM
 FY3738  USGS QUAD   -  ELLISBORO (1971)
 FY3738
 FY3738                         *CURRENT SURVEY CONTROL
 FY3738  ___________________________________________________________________
 FY3738* NAD 83(2001)-  36 16 53.74935(N)    079 56 18.56869(W)     ADJUSTED  
 FY3738* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 FY3738  ___________________________________________________________________
 FY3738  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 FY3738  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 FY3738  HORZ ORDER  -  SECOND
 FY3738
 FY3738.The horizontal coordinates were established by classical geodetic methods
 FY3738.and adjusted by the National Geodetic Survey in August 2005.
 FY3738
 FY3738.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3738
 FY3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3738
 FY3738.The geoid height was determined by GEOID03.
 FY3738
 FY3738;                    North         East     Units Scale Factor Converg.
 FY3738;SPC NC       -   281,245.554   525,283.614   MT  1.00003410   -0 32 30.0
 FY3738;SPC NC       -   922,719.79  1,723,367.99   sFT  1.00003410   -0 32 30.0
 FY3738;UTM  17      - 4,015,705.027   595,331.624   MT  0.99971197   +0 37 41.5
 FY3738
 FY3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3738!SPC NC       -   0.99996186  x   1.00003410  =   0.99999595
 FY3738!UTM  17      -   0.99996186  x   0.99971197  =   0.99967384
 FY3738
 FY3738:                Primary Azimuth Mark                     Grid Az
 FY3738:SPC NC       -  POLE                                     155 35 48.3
 FY3738:UTM  17      -  POLE                                     154 25 36.8
 FY3738
 FY3738|---------------------------------------------------------------------|
 FY3738| PID    Reference Object                     Distance      Geod. Az  |
 FY3738|                                                           dddmmss.s |
 FY3738| FY3744 POLE                                APPROX. 1.7 KM 1550318.3 |
 FY3738| FY3746 PRICE                               370.417 METERS 34410     |
 FY3738|---------------------------------------------------------------------|
 FY3738
 FY3738                          SUPERSEDED SURVEY CONTROL
 FY3738
 FY3738  NAD 83(1993)-  36 16 53.75486(N)    079 56 18.57478(W) AD(       ) 2
 FY3738  NAD 83(1986)-  36 16 53.75758(N)    079 56 18.57460(W) AD(       ) 2
 FY3738  NAD 27      -  36 16 53.26399(N)    079 56 19.44553(W) AD(       ) 2
 FY3738  NGVD 29 (07/19/86)  275.7    (m)          905.     (f) VERT ANG    3  
 FY3738
 FY3738.Superseded values are not recommended for survey control.
 FY3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3738.See file dsdata.txt to determine how the superseded data were derived.
 FY3738
 FY3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9533215705(NAD 83)
 FY3738_MARKER: DE = TRAVERSE STATION DISK
 FY3738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3738_STAMPING: BANK 1969
 FY3738_MARK LOGO: NCGS  
 FY3738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3738+STABILITY: SURFACE MOTION
 FY3738
 FY3738  HISTORY     - Date     Condition        Report By
 FY3738  HISTORY     - 1969     MONUMENTED       NCGS
 FY3738  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY3738  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY3738
 FY3738                          STATION DESCRIPTION
 FY3738
 FY3738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3738'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3738'THE VICINITY OF MADISON, NORTH CAROLINA.
 FY3738'
 FY3738'BANK IS LOCATED APPROXIMATELY 8.4 MILES SSE OF MADISON.  TO
 FY3738'REACH STATION PROCEED FROM THE INTERSECTION OF NC 704 AND
 FY3738'U.S. 220 BYPASS APPROXIMATELY 1.0 MILE SOUTHEAST OF MADISON, GO
 FY3738'SOUTH ON U.S. 220 FOR 6.55 MILES TO INTERSECTION OF NC 68 AND
 FY3738'U.S. 220 BYPASS, CONTINUE ON U.S. 220 BYPASS FOR 0.25 MILE TO
 FY3738'STATION ON RIGHT AND ON TOP OF APPROXIMATE 10 FOOT BANK.
 FY3738'
 FY3738'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3738'BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3738'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3738'
 FY3738'MARK IS
 FY3738'
 FY3738'6.8 FT W OF EDGE OF BANK
 FY3738'
 FY3738'51.6 FT W OF C/L OF U.S. 220 BYPASS
 FY3738'
 FY3738'69.4 FT WSW OF SLIPPERY WHEN WET SIGN AND WITH ALUMINUM REF. TAG
 FY3738'
 FY3738'6.6 FT E OF C/L OF FIELD PATH
 FY3738
 FY3738                          STATION RECOVERY (1987)
 FY3738
 FY3738'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 FY3738'MARK NOT FOUND.
 FY3738
 FY3738                          STATION RECOVERY (1987)
 FY3738
 FY3738'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY3738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1521 ***********************************************************************
 FZ1521  DESIGNATION -  BANK
 FZ1521  PID         -  FZ1521
 FZ1521  STATE/COUNTY-  NC/FORSYTH
 FZ1521  USGS QUAD   -  RURAL HALL (1994)
 FZ1521
 FZ1521                         *CURRENT SURVEY CONTROL
 FZ1521  ___________________________________________________________________
 FZ1521* NAD 83(2001)-  36 13 44.38867(N)    080 19 25.84254(W)     ADJUSTED  
 FZ1521* NAVD 88     -       296.9    (meters)     974.     (feet)  VERTCON   
 FZ1521  ___________________________________________________________________
 FZ1521  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FZ1521  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 FZ1521  HORZ ORDER  -  SECOND
 FZ1521
 FZ1521.The horizontal coordinates were established by classical geodetic methods
 FZ1521.and adjusted by the National Geodetic Survey in August 2005.
 FZ1521
 FZ1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1521
 FZ1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1521
 FZ1521.The geoid height was determined by GEOID03.
 FZ1521
 FZ1521;                    North         East     Units Scale Factor Converg.
 FZ1521;SPC NC       -   275,803.713   490,585.885   MT  1.00001799   -0 45 50.7
 FZ1521;SPC NC       -   904,866.02  1,609,530.52   sFT  1.00001799   -0 45 50.7
 FZ1521;UTM  17      - 4,009,559.947   560,763.989   MT  0.99964549   +0 23 58.7
 FZ1521
 FZ1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1521!SPC NC       -   0.99995863  x   1.00001799  =   0.99997661
 FZ1521!UTM  17      -   0.99995863  x   0.99964549  =   0.99960413
 FZ1521
 FZ1521:                Primary Azimuth Mark                     Grid Az
 FZ1521:SPC NC       -  HALL                                     131 00 06.0
 FZ1521:UTM  17      -  HALL                                     129 50 16.6
 FZ1521
 FZ1521|---------------------------------------------------------------------|
 FZ1521| PID    Reference Object                     Distance      Geod. Az  |
 FZ1521|                                                           dddmmss.s |
 FZ1521| FZ1525 HALL                                APPROX. 1.5 KM 1301415.3 |
 FZ1521|---------------------------------------------------------------------|
 FZ1521
 FZ1521                          SUPERSEDED SURVEY CONTROL
 FZ1521
 FZ1521  NAD 83(1993)-  36 13 44.39386(N)    080 19 25.85533(W) AD(       ) 2
 FZ1521  NAD 83(1986)-  36 13 44.39408(N)    080 19 25.85483(W) AD(       ) 2
 FZ1521  NAD 27      -  36 13 43.89849(N)    080 19 26.66023(W) AD(       ) 2
 FZ1521  NGVD 29 (07/19/86)  297.1    (m)          975.     (f) VERT ANG    3  
 FZ1521
 FZ1521.Superseded values are not recommended for survey control.
 FZ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1521.See file dsdata.txt to determine how the superseded data were derived.
 FZ1521
 FZ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6076409560(NAD 83)
 FZ1521_MARKER: DE = TRAVERSE STATION DISK
 FZ1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1521_STAMPING: BANK 1967
 FZ1521_MARK LOGO: NCGS  
 FZ1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1521+STABILITY: SURFACE MOTION
 FZ1521
 FZ1521  HISTORY     - Date     Condition        Report By
 FZ1521  HISTORY     - 1967     MONUMENTED       NCGS
 FZ1521
 FZ1521                          STATION DESCRIPTION
 FZ1521
 FZ1521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FZ1521'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1521'IN THE VICINITY OF U.S. 52 BETWEEN MT. AIRY AND WINSTON SALEM,
 FZ1521'NORTH CAROLINA.
 FZ1521'
 FZ1521'BANK IS LOCATED APPROXIMATELY 1.9 MILES WSW OF RURAL HALL.  TO
 FZ1521'REACH STATION PROCEED FROM THE INTERSECTION OF NC 65 AND U.S.
 FZ1521'52, GO NORTHWEST ON U.S. 52 FOR 1.75 MILES TO SR 1642 BRIDGE,
 FZ1521'AND STATION.  WHICH IS IN THE NORTHWEST QUADRANT FORMED BY
 FZ1521'INTERSECTION OF SR 1642 AND U.S. 52, ON WEST BANK OF SR 1642, ON
 FZ1521'TOP OF A 10 FT CUT.  NOTE--THERE IS NO ACCESS ROAD FROM SR
 FZ1521'1642 CONNECTING WITH U.S. 52.
 FZ1521'
 FZ1521'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1521'BANK 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1521'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1521'
 FZ1521'MARK IS
 FZ1521'
 FZ1521'42.0 FT WSW OF C/L OF SR 1642
 FZ1521'
 FZ1521'14.7 FT NW OF NW END OF CONCRETE BRIDGE GUARD RAIL
 FZ1521'
 FZ1521'40.8 FT NW OF 4X4 POST WITH CAUTION SIGN AT NW END OF BRIDGE,
 FZ1521'AND WITH ALUMINUM REF. TAG
 FZ1521'
 FZ1521'41.7 FT SSW OF TP ON W BANK OF SR 1642, WITH ALUMINUM REF. TAG
 FZ1521'
 FZ1521'12.7 FT W OF HIGHWAY RIGHT-OF-WAY MARKER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2659 ***********************************************************************
 FY2659  DESIGNATION -  BANK
 FY2659  PID         -  FY2659
 FY2659  STATE/COUNTY-  NC/FRANKLIN
 FY2659  USGS QUAD   -  LOUISBURG (1984)
 FY2659
 FY2659                         *CURRENT SURVEY CONTROL
 FY2659  ___________________________________________________________________
 FY2659* NAD 83(2001)-  36 06 29.00525(N)    078 17 19.27713(W)     ADJUSTED  
 FY2659* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 FY2659  ___________________________________________________________________
 FY2659  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 FY2659  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FY2659  HORZ ORDER  -  SECOND
 FY2659
 FY2659.The horizontal coordinates were established by classical geodetic methods
 FY2659.and adjusted by the National Geodetic Survey in August 2005.
 FY2659
 FY2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2659
 FY2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2659
 FY2659.The geoid height was determined by GEOID03.
 FY2659
 FY2659;                    North         East     Units Scale Factor Converg.
 FY2659;SPC NC       -   261,819.825   673,646.556   MT  0.99998417   +0 24 38.0
 FY2659;SPC NC       -   858,987.21  2,210,122.08   sFT  0.99998417   +0 24 38.0
 FY2659;UTM  17      - 3,999,338.160   744,058.357   MT  1.00033399   +1 35 54.9
 FY2659
 FY2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2659!SPC NC       -   0.99999303  x   0.99998417  =   0.99997720
 FY2659!UTM  17      -   0.99999303  x   1.00033399  =   1.00032702
 FY2659
 FY2659:                Primary Azimuth Mark                     Grid Az
 FY2659:SPC NC       -  GRAHAM                                   043 01 30.1
 FY2659:UTM  17      -  GRAHAM                                   041 50 13.2
 FY2659
 FY2659|---------------------------------------------------------------------|
 FY2659| PID    Reference Object                     Distance      Geod. Az  |
 FY2659|                                                           dddmmss.s |
 FY2659| FY2658 GRAHAM                              APPROX. 0.5 KM 0432608.1 |
 FY2659| FY2662 CRYSLER                             APPROX. 0.5 KM 2234604.7 |
 FY2659|---------------------------------------------------------------------|
 FY2659
 FY2659                          SUPERSEDED SURVEY CONTROL
 FY2659
 FY2659  NAD 83(1993)-  36 06 29.00967(N)    078 17 19.28621(W) AD(       ) 2
 FY2659  NAD 83(1986)-  36 06 29.00953(N)    078 17 19.28958(W) AD(       ) 2
 FY2659  NAD 27      -  36 06 28.46845(N)    078 17 20.30893(W) AD(       ) 2
 FY2659  NGVD 29 (07/19/86)   78.2    (m)          257.     (f) VERT ANG    3  
 FY2659
 FY2659.Superseded values are not recommended for survey control.
 FY2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2659.See file dsdata.txt to determine how the superseded data were derived.
 FY2659
 FY2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4405899338(NAD 83)
 FY2659_MARKER: DE = TRAVERSE STATION DISK
 FY2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2659+STABILITY: SURFACE MOTION
 FY2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2659+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 FY2659
 FY2659  HISTORY     - Date     Condition        Report By
 FY2659  HISTORY     - 1976     MONUMENTED       NCGS
 FY2659  HISTORY     - 1985     GOOD             USPSQD
 FY2659  HISTORY     - 20050714 GOOD             USPSQD
 FY2659
 FY2659                          STATION DESCRIPTION
 FY2659
 FY2659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2659'BANK IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE
 FY2659'NORTHEAST SECTION OF LOUISBURG, NORTH CAROLINA.
 FY2659'
 FY2659'TO REACH STATION FROM INTERSECTION OF NC 561 WITH US 401 IN LOUISBURG,
 FY2659'PROCEED NORTHEAST ALONG NC 561 FOR 0.25 MILE TO STATION ON THE RIGHT,
 FY2659'ON TOP OF A 10 FOOT CUT, AND NEAR A YELLOW TELEPHONE JUNCTION BOX.
 FY2659'
 FY2659'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BANK 1976---, SET IN
 FY2659'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2659'SURFACE OF THE GROUND.  THE MARK IS 58.8 FEET SOUTHEAST OF THE
 FY2659'CENTERLINE OF NC 561, 12.5 FEET NORTHEAST OF CENTER OF TOP OF
 FY2659'TELEPHONE JUNCTION BOX, 29.6 FEET NORTH OF 6 INCH PINE WITH ALUMINUM
 FY2659'TAG, 56.3 FEET NORTH-NORTHWEST OF 8 INCH PINE WITH ALUMINUM TAG, 62.8
 FY2659'FEET NORTH-NORTHEAST OF 4 INCH PINE WITH ALUMINUM TAG, AND 2.0 FEET
 FY2659'SOUTHEAST OF EDGE OF BANK.
 FY2659
 FY2659                          STATION RECOVERY (1985)
 FY2659
 FY2659'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2659'RECOVERED IN GOOD CONDITION.
 FY2659
 FY2659                          STATION RECOVERY (2005)
 FY2659
 FY2659'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2659'N 36 06.483
 FY2659'W 078 17.321
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2806 ***********************************************************************
 FY2806  DESIGNATION -  BANK
 FY2806  PID         -  FY2806
 FY2806  STATE/COUNTY-  NC/VANCE
 FY2806  USGS QUAD   -  HENDERSON (1982)
 FY2806
 FY2806                         *CURRENT SURVEY CONTROL
 FY2806  ___________________________________________________________________
 FY2806* NAD 83(2001)-  36 17 03.11864(N)    078 23 33.52384(W)     ADJUSTED  
 FY2806* NAVD 88     -       144.5    (meters)     474.     (feet)  VERTCON   
 FY2806  ___________________________________________________________________
 FY2806  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 FY2806  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 FY2806  HORZ ORDER  -  SECOND
 FY2806
 FY2806.The horizontal coordinates were established by classical geodetic methods
 FY2806.and adjusted by the National Geodetic Survey in August 2005.
 FY2806
 FY2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2806
 FY2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2806
 FY2806.The geoid height was determined by GEOID03.
 FY2806
 FY2806;                    North         East     Units Scale Factor Converg.
 FY2806;SPC NC       -   281,302.711   664,166.948   MT  1.00003492   +0 21 02.0
 FY2806;SPC NC       -   922,907.31  2,179,021.06   sFT  1.00003492   +0 21 02.0
 FY2806;UTM  17      - 4,018,625.565   734,173.033   MT  1.00027570   +1 32 37.4
 FY2806
 FY2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2806!SPC NC       -   0.99998247  x   1.00003492  =   1.00001739
 FY2806!UTM  17      -   0.99998247  x   1.00027570  =   1.00025816
 FY2806
 FY2806:                Primary Azimuth Mark                     Grid Az
 FY2806:SPC NC       -  VANCO                                    010 25 31.2
 FY2806:UTM  17      -  VANCO                                    009 13 55.8
 FY2806
 FY2806|---------------------------------------------------------------------|
 FY2806| PID    Reference Object                     Distance      Geod. Az  |
 FY2806|                                                           dddmmss.s |
 FY2806| FY2830 VANCO                               APPROX. 1.7 KM 0104633.2 |
 FY2806|---------------------------------------------------------------------|
 FY2806
 FY2806                          SUPERSEDED SURVEY CONTROL
 FY2806
 FY2806  NAD 83(1993)-  36 17 03.12127(N)    078 23 33.52671(W) AD(       ) 2
 FY2806  NAD 83(1986)-  36 17 03.11900(N)    078 23 33.53390(W) AD(       ) 2
 FY2806  NAD 27      -  36 17 02.59257(N)    078 23 34.54120(W) AD(       ) 2
 FY2806  NGVD 29 (07/19/86)  144.8    (m)          475.     (f) VERT ANG    3  
 FY2806
 FY2806.Superseded values are not recommended for survey control.
 FY2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2806.See file dsdata.txt to determine how the superseded data were derived.
 FY2806
 FY2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3417318626(NAD 83)
 FY2806_MARKER: DE = TRAVERSE STATION DISK
 FY2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2806_STAMPING: BANK 1969
 FY2806_MARK LOGO: NCGS  
 FY2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2806+STABILITY: SURFACE MOTION
 FY2806
 FY2806  HISTORY     - Date     Condition        Report By
 FY2806  HISTORY     - 1969     MONUMENTED       NCGS
 FY2806  HISTORY     - 1985     GOOD             USPSQD
 FY2806
 FY2806                          STATION DESCRIPTION
 FY2806
 FY2806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2806'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2806'IN THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2806'
 FY2806'BANK IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF THE CENTER OF
 FY2806'HENDERSON.  TO REACH STATION PROCEED FROM U.S. 1 BYPASS BRIDGE
 FY2806'OVER U.S. 1 BUSINESS, GO NORTHEAST ON U.S. 1 BYPASS FOR 1.2
 FY2806'MILES TO STATION.  WHICH IS ON THE EAST SIDE OF U.S. 1 BYPASS,
 FY2806'0.7 MILE NORTH OF BEAR POND ROAD (SR 1115) ALONG U.S. 1 BYPASS.
 FY2806'
 FY2806'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2806'BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2806'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2806'
 FY2806'MARK IS
 FY2806'
 FY2806'56.6 FT E OF C/L OF U.S. 1 BYPASS.
 FY2806'
 FY2806'37.2 FT NNW OF 5 INCH PINE, ON E SIDE OF U.S. 1 BYPASS, AND
 FY2806'WITH ALUMINUM REF. TAG.
 FY2806'
 FY2806'29.2 FT NNW OF 4 INCH GUM, ON E SIDE OF U.S. 1 BYPASS.
 FY2806'
 FY2806'41.0 FT SW OF 10 INCH PINE, ON E SIDE OF U.S. 1 BYPASS.
 FY2806
 FY2806                          STATION RECOVERY (1985)
 FY2806
 FY2806'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2806'BANK 1969 FOUND GOOD.
 FY2806'
 FY2806'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2897 ***********************************************************************
 FY2897  DESIGNATION -  BANK
 FY2897  PID         -  FY2897
 FY2897  STATE/COUNTY-  NC/GRANVILLE
 FY2897  USGS QUAD   -  CREEDMOOR (1990)
 FY2897
 FY2897                         *CURRENT SURVEY CONTROL
 FY2897  ___________________________________________________________________
 FY2897* NAD 83(2001)-  36 06 59.29294(N)    078 41 12.94148(W)     ADJUSTED  
 FY2897* NAVD 88     -       119.7    (meters)     393.     (feet)  VERTCON   
 FY2897  ___________________________________________________________________
 FY2897  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 FY2897  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 FY2897  HORZ ORDER  -  SECOND
 FY2897
 FY2897.The horizontal coordinates were established by classical geodetic methods
 FY2897.and adjusted by the National Geodetic Survey in August 2005.
 FY2897
 FY2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2897
 FY2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2897
 FY2897.The geoid height was determined by GEOID03.
 FY2897
 FY2897;                    North         East     Units Scale Factor Converg.
 FY2897;SPC NC       -   262,568.343   637,786.933   MT  0.99998638   +0 10 50.5
 FY2897;SPC NC       -   861,442.97  2,092,472.63   sFT  0.99998638   +0 10 50.5
 FY2897;UTM  17      - 3,999,344.531   708,182.098   MT  1.00013404   +1 21 50.0
 FY2897
 FY2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2897!SPC NC       -   0.99998622  x   0.99998638  =   0.99997260
 FY2897!UTM  17      -   0.99998622  x   1.00013404  =   1.00012025
 FY2897
 FY2897:                Primary Azimuth Mark                     Grid Az
 FY2897:SPC NC       -  PARK                                     005 54 17.8
 FY2897:UTM  17      -  PARK                                     004 43 18.3
 FY2897
 FY2897|---------------------------------------------------------------------|
 FY2897| PID    Reference Object                     Distance      Geod. Az  |
 FY2897|                                                           dddmmss.s |
 FY2897| FY1953 PARK                                496.375 METERS 0060508.3 |
 FY2897| FY2896 CREEDMOOR RM 1                      166.082 METERS 35851     |
 FY2897|---------------------------------------------------------------------|
 FY2897
 FY2897                          SUPERSEDED SURVEY CONTROL
 FY2897
 FY2897  NAD 83(1993)-  36 06 59.30104(N)    078 41 12.95330(W) AD(       ) 2
 FY2897  NAD 83(1986)-  36 06 59.29998(N)    078 41 12.95525(W) AD(       ) 2
 FY2897  NAD 27      -  36 06 58.77005(N)    078 41 13.94320(W) AD(       ) 2
 FY2897  NGVD 29 (07/19/86)  120.0    (m)          394.     (f) VERT ANG    3  
 FY2897
 FY2897.Superseded values are not recommended for survey control.
 FY2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2897.See file dsdata.txt to determine how the superseded data were derived.
 FY2897
 FY2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0818299345(NAD 83)
 FY2897_MARKER: DE = TRAVERSE STATION DISK
 FY2897_SETTING: 0 = UNSPECIFIED SETTING
 FY2897_STAMPING: BANK 1970
 FY2897_MARK LOGO: NCGS  
 FY2897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2897
 FY2897  HISTORY     - Date     Condition        Report By
 FY2897  HISTORY     - 1970     MONUMENTED       NCGS
 FY2897  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FY2897  HISTORY     - 20050321 MARK NOT FOUND   GEOCAC
 FY2897
 FY2897                          STATION DESCRIPTION
 FY2897
 FY2897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FY2897'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2897'THE VICINITY OF NORTHWEST WAKE COUNTY.
 FY2897'
 FY2897'BANK IS LOCATED IN CREEDMOOR.  TO REACH STATION PROCEED FROM THE
 FY2897'INTERSECTION OF NC 50 AND NC 56 IN CREEDMOOR, GO SOUTH ON NC 50 FOR
 FY2897'0.4 MILE TO INTERSECTION OF MAIN ST. (NC 50) AND CHURCH STREET
 FY2897'(SR 1700).  STATION IS IN THE SOUTHEAST QUADRANT OF THE
 FY2897'INTERSECTION, DIRECTLY IN FRONT OF THE CENTRAL CAROLINA BANK
 FY2897'BUILDING.
 FY2897'
 FY2897'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANK
 FY2897'1970, EMBEDDED IN THE SIDEWALK AND IS FLUSH WITH SIDEWALK.
 FY2897'
 FY2897'MARK IS
 FY2897'18.0 FEET E OF C/L OF NC 50 (MAIN ST.).
 FY2897'32.1 FEET S OF C/L OF CHURCH ST.
 FY2897'24.0 FEET NNW OF INTERSECTION OF SIDEWALK AND WALKWAY TO BANK.
 FY2897'40.6 FEET E OF ALUMINUM REF. TAG ON PP NO. 32.
 FY2897'59.1 FEET S OF ALUMINUM REF. TAG ON PP.
 FY2897'52.5 FEET WNW OF NW CORNER OF BANK BUILDING.
 FY2897'70.0 FEET NNW OF SW CORNER OF BANK BUILDING.
 FY2897
 FY2897                          STATION RECOVERY (1983)
 FY2897
 FY2897'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY2897'STATION NOT RECOVERED.
 FY2897'
 FY2897'ALL REFERENCE ITEMS FOUND BUT BRASS DISK APPEARS TO HAVE BEEN
 FY2897'REMOVED LEAVING ONLY HOLE BETWEEN SIDEWALK AND CURBING.
 FY2897
 FY2897                          STATION RECOVERY (2005)
 FY2897
 FY2897'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY2897'VISITED SITE. DISK IS MISSING, AS REPORTED IN 1983.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4259 ***********************************************************************
 FX4259  DESIGNATION -  BANK
 FX4259  PID         -  FX4259
 FX4259  STATE/COUNTY-  NC/NASH
 FX4259  USGS QUAD   -  DRAKE (1963)
 FX4259
 FX4259                         *CURRENT SURVEY CONTROL
 FX4259  ___________________________________________________________________
 FX4259* NAD 83(2001)-  36 02 16.48280(N)    077 50 54.92167(W)     ADJUSTED  
 FX4259* NAVD 88     -        57.030  (meters)     187.11   (feet)  ADJUSTED  
 FX4259  ___________________________________________________________________
 FX4259  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 FX4259  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FX4259  DYNAMIC HT  -          56.981 (meters)     186.95  (feet)  COMP
 FX4259  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 FX4259
 FX4259  HORZ ORDER  -  SECOND
 FX4259  VERT ORDER  -  SECOND    CLASS I
 FX4259
 FX4259.The horizontal coordinates were established by classical geodetic methods
 FX4259.and adjusted by the National Geodetic Survey in August 2005.
 FX4259
 FX4259.The orthometric height was determined by differential leveling
 FX4259.and adjusted in July 2000.
 FX4259.No vertical observational check was made to the station.
 FX4259
 FX4259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4259
 FX4259.The geoid height was determined by GEOID03.
 FX4259
 FX4259.The dynamic height is computed by dividing the NAVD 88
 FX4259.geopotential number by the normal gravity value computed on the
 FX4259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX4259.degrees latitude (g = 980.6199 gals.).
 FX4259
 FX4259.The modeled gravity was interpolated from observed gravity values.
 FX4259
 FX4259;                    North         East     Units Scale Factor Converg.
 FX4259;SPC NC       -   254,408.983   713,361.147   MT  0.99996661   +0 39 52.4
 FX4259;SPC NC       -   834,673.47  2,340,419.03   sFT  0.99996661   +0 39 52.4
 FX4259;UTM  18      - 3,991,908.664   243,353.538   MT  1.00041168   -1 40 36.5
 FX4259
 FX4259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4259!SPC NC       -   0.99999650  x   0.99996661  =   0.99996311
 FX4259!UTM  18      -   0.99999650  x   1.00041168  =   1.00040818
 FX4259
 FX4259:                Primary Azimuth Mark                     Grid Az
 FX4259:SPC NC       -  RED OAK                                  267 30 36.9
 FX4259:UTM  18      -  RED OAK                                  269 51 05.8
 FX4259
 FX4259|---------------------------------------------------------------------|
 FX4259| PID    Reference Object                     Distance      Geod. Az  |
 FX4259|                                                           dddmmss.s |
 FX4259| FX4291 RED OAK                             APPROX. 5.0 KM 2681029.3 |
 FX4259|---------------------------------------------------------------------|
 FX4259
 FX4259                          SUPERSEDED SURVEY CONTROL
 FX4259
 FX4259  NAD 83(1993)-  36 02 16.48949(N)    077 50 54.93275(W) AD(       ) 2
 FX4259  NAD 83(1986)-  36 02 16.48840(N)    077 50 54.93415(W) AD(       ) 2
 FX4259  NAD 27      -  36 02 15.93449(N)    077 50 55.99763(W) AD(       ) 2
 FX4259  NGVD 29 (07/19/86)   57.3    (m)          188.     (f) VERT ANG    3  
 FX4259
 FX4259.Superseded values are not recommended for survey control.
 FX4259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4259.See file dsdata.txt to determine how the superseded data were derived.
 FX4259
 FX4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4335491909(NAD 83)
 FX4259_MARKER: DE = TRAVERSE STATION DISK
 FX4259_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FX4259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4259_STAMPING: BANK 1969
 FX4259_MARK LOGO: NCGS  
 FX4259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4259+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1997
 FX4259
 FX4259  HISTORY     - Date     Condition        Report By
 FX4259  HISTORY     - 1969     MONUMENTED       NCGS
 FX4259  HISTORY     - 1973     GOOD             NCGS
 FX4259  HISTORY     - 19830101 GOOD             NCGS
 FX4259  HISTORY     - 19970625 GOOD             NCGS
 FX4259  HISTORY     - 20051219 GOOD             USPSQD
 FX4259
 FX4259                          STATION DESCRIPTION
 FX4259
 FX4259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FX4259'BANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX4259'THE VICINITY OF DRAKE, NORTH CAROLINA.
 FX4259'
 FX4259'BANK IS LOCATED APPROXIMATELY 1.8 MILES WEST OF DRAKE AND 3.3
 FX4259'MILES EAST OF RED OAK.  TO REACH STATION PROCEED FROM THE
 FX4259'INTERSECTION OF SR 1524 AND NC 48 IN COMMUNITY OF DRAKE, GO
 FX4259'WEST ON SR 1524 FOR 1.4 MILES TO INTERSECTION OF SR 1530 AND SR
 FX4259'1524, CONTINUE ON SR 1524 FOR 0.5 MILE TO STATION ON SOUTH SIDE
 FX4259'OF ROAD IN NORTHWEST CORNER OF YARD, AND AT OLD ABANDONED HOUSE.
 FX4259'
 FX4259'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FX4259'BANK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FX4259'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FX4259'
 FX4259'MARK IS
 FX4259'
 FX4259'34.5 FT S OF C/L OF SR 1524
 FX4259'
 FX4259'6.1 FT SW OF PP W/TRANSFORMER, AND WITH ALUMINUM REF. TAG
 FX4259'
 FX4259'6.0 FT E OF 8 INCH PINE TREE
 FX4259'
 FX4259'11.5 FT SE OF E END OF CULVERT
 FX4259'
 FX4259'81.3 FT NW OF NW CORNER OF CEMENT BLOCK HOUSE
 FX4259'
 FX4259'15.9 FT E OF C/L OF DRIVEWAY
 FX4259
 FX4259                          STATION RECOVERY (1973)
 FX4259
 FX4259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (LA)
 FX4259'GOOD CORRECTED REFERENCES--34.8 FT S OF C/L OF SR 1524
 FX4259'
 FX4259'4.1 FT SW OF PP W/TRANSFORMER AND ALUMINUM REF. TAG
 FX4259'
 FX4259'5.5 FT E OF AN 8 IN PINE
 FX4259'
 FX4259'15.2 FT E OF C/L DRIVEWAY
 FX4259
 FX4259                          STATION RECOVERY (1983)
 FX4259
 FX4259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 FX4259'RECOVERED AS DESCRIBED. MARK PROJECTS 2 INCHES ABOVE GROUND AND IS 3.3
 FX4259'FT (1.0 M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 FX4259
 FX4259                          STATION RECOVERY (1997)
 FX4259
 FX4259'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX4259'RECOVERED IN GOOD CONDITION WITH FOLLOWING CHANGES. SR 1524 IS (RED
 FX4259'OAK-BATTLEBORO RD). MARK IS A SQUARE CONCRETE POST ABOUT 1 FOOT (0.3
 FX4259'M) HIGHER THAN SR 1524. LOCATED 34.5 FT (10.5 M) SOUTHWEST OF THE
 FX4259'CENTERLINE OF SR 1524, 5.5 FT (1.7 M) SOUTHEAST OF A 18 INCH PINE,
 FX4259'15.2 FT (4.6 M) SOUTHEAST OF CENTERLINE OF DRIVE, AND 3.3 FT (1.0 M)
 FX4259'WEST-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
 FX4259
 FX4259                          STATION RECOVERY (2005)
 FX4259
 FX4259'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 FX4259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4088 ***********************************************************************
 EY4088  DESIGNATION -  BANK
 EY4088  PID         -  EY4088
 EY4088  STATE/COUNTY-  NC/BEAUFORT
 EY4088  USGS QUAD   -  PANTEGO (1974)
 EY4088
 EY4088                         *CURRENT SURVEY CONTROL
 EY4088  ___________________________________________________________________
 EY4088* NAD 83(2001)-  35 34 04.89722(N)    076 41 46.79655(W)     ADJUSTED  
 EY4088* NAVD 88     -         2.716  (meters)       8.91   (feet)  ADJUSTED  
 EY4088  ___________________________________________________________________
 EY4088  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 EY4088  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY4088  DYNAMIC HT  -           2.713 (meters)       8.90  (feet)  COMP
 EY4088  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 EY4088
 EY4088  HORZ ORDER  -  SECOND
 EY4088  VERT ORDER  -  SECOND    CLASS II
 EY4088
 EY4088.The horizontal coordinates were established by classical geodetic methods
 EY4088.and adjusted by the National Geodetic Survey in August 2005.
 EY4088
 EY4088.The orthometric height was determined by differential leveling
 EY4088.and adjusted in June 1991.
 EY4088
 EY4088.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4088
 EY4088.The geoid height was determined by GEOID03.
 EY4088
 EY4088.The dynamic height is computed by dividing the NAVD 88
 EY4088.geopotential number by the normal gravity value computed on the
 EY4088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4088.degrees latitude (g = 980.6199 gals.).
 EY4088
 EY4088.The modeled gravity was interpolated from observed gravity values.
 EY4088
 EY4088;                    North         East     Units Scale Factor Converg.
 EY4088;SPC NC       -   204,097.803   818,393.036   MT  0.99988778   +1 19 46.6
 EY4088;SPC NC       -   669,610.88  2,685,011.15   sFT  0.99988778   +1 19 46.6
 EY4088;UTM  18      - 3,937,361.938   346,276.853   MT  0.99989121   -0 59 12.8
 EY4088
 EY4088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4088!SPC NC       -   1.00000539  x   0.99988778  =   0.99989317
 EY4088!UTM  18      -   1.00000539  x   0.99989121  =   0.99989660
 EY4088
 EY4088                          SUPERSEDED SURVEY CONTROL
 EY4088
 EY4088  NAD 83(1986)-  35 34 04.90881(N)    076 41 46.80602(W) AD(       ) 2
 EY4088  NAVD 88 (07/14/98)    2.72   (m)            8.9    (f) LEVELING    3  
 EY4088
 EY4088.Superseded values are not recommended for survey control.
 EY4088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4088.See file dsdata.txt to determine how the superseded data were derived.
 EY4088
 EY4088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4627737362(NAD 83)
 EY4088_MARKER: DE = TRAVERSE STATION DISK
 EY4088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4088_SP_SET: CONCRETE POST
 EY4088_STAMPING: BANK 1982
 EY4088_MARK LOGO: NCGS  
 EY4088_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4088+STABILITY: SURFACE MOTION
 EY4088
 EY4088  HISTORY     - Date     Condition        Report By
 EY4088  HISTORY     - 1982     MONUMENTED       NCGS
 EY4088  HISTORY     - 19840601 GOOD             NCGS
 EY4088
 EY4088                          STATION DESCRIPTION
 EY4088
 EY4088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4088'3.9 KM (2.4 MI) WSW FROM PANTEGO.
 EY4088'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) WEST-SOUTHWEST OF
 EY4088'PANTEGO AND 33.5 KM (20.8 MI) EAST OF WASHINGTON.  ALONG US 264 FOR
 EY4088'4.3 KM (2.65 MI) WEST FROM THE INTERSECTION WITH NC 99, OR 3.3 KM
 EY4088'(2.05 MI) EAST OF SR 1714, AND 0.4 KM (0.25 MI) WEST FROM THE BROAD
 EY4088'CREEK BRIDGE.  THE STATION IS A STANDARD NCGS DISK STAMPED---BANK
 EY4088'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 EY4088'DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED 15.7 METERS (51.5 FT)
 EY4088'NORTHWEST OF THE CENTERLINE OF US 264, 19.7 METERS (64.7 FT)
 EY4088'NORTHEAST OF A RIGHT-OF-WAY MARKER--AND 5.3 METERS (17.4 FT)
 EY4088'NORTHEAST OF AN 8-INCH PINE, 14.2 METERS (46.7 FT) SOUTHEAST OF A
 EY4088'24-INCH PINE, AND 32.0 METERS (105.0 FT) NORTHWEST OF A 10-INCH
 EY4088'GUM--ALL THREE WITH REFERENCE TAGS.
 EY4088
 EY4088                          STATION RECOVERY (1984)
 EY4088
 EY4088'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4088'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) WEST-SOUTHWEST OF PANTEGO
 EY4088'AND 33.5 KM (20.80 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.3 KM
 EY4088'(2.65 MI) WEST FROM NC 99, OR 3.3 KM (2.05 MI) EAST OF SR 1714, AND
 EY4088'0.4 KM (0.25 MI) WEST FROM THE BROAD CREEK BRIDGE. MARK IS RECESSED 1
 EY4088'INCH BELOW GROUND.  LOCATED 15.7 M (51.5 FT) NORTHWEST OF THE
 EY4088'CENTERLINE OF US 264, 19.7 M (64.6 FT) NORTHEAST OF A RIGHT-OF-WAY
 EY4088'MARKER--AND 5.3 M (17.4 FT) NORTHEAST OF AN 8-INCH PINE, 14.2 M (46.6
 EY4088'FT) SOUTHEAST OF A 24-INCH PINE, AND 32.0 M (105.0 FT) NORTHWEST OF A
 EY4088'10-INCH GUM--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4207 ***********************************************************************
 EY4207  DESIGNATION -  BANK
 EY4207  PID         -  EY4207
 EY4207  STATE/COUNTY-  NC/PITT
 EY4207  USGS QUAD   -  GREENVILLE SE (1982)
 EY4207
 EY4207                         *CURRENT SURVEY CONTROL
 EY4207  ___________________________________________________________________
 EY4207* NAD 83(2001)-  35 35 04.38613(N)    077 22 16.67599(W)     ADJUSTED  
 EY4207* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 EY4207  ___________________________________________________________________
 EY4207  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 EY4207  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 EY4207  HORZ ORDER  -  SECOND
 EY4207
 EY4207.The horizontal coordinates were established by classical geodetic methods
 EY4207.and adjusted by the National Geodetic Survey in August 2005.
 EY4207
 EY4207.The orthometric height was scaled from a topographic map.
 EY4207
 EY4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4207
 EY4207.The geoid height was determined by GEOID03.
 EY4207
 EY4207;                    North         East     Units Scale Factor Converg.
 EY4207;SPC NC       -   204,719.097   757,194.319   MT  0.99988941   +0 56 24.1
 EY4207;SPC NC       -   671,649.24  2,484,228.36   sFT  0.99988941   +0 56 24.1
 EY4207;UTM  18      - 3,940,458.826   285,145.189   MT  1.00016889   -1 22 49.4
 EY4207
 EY4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4207!SPC NC       -   1.00000208  x   0.99988941  =   0.99989149
 EY4207!UTM  18      -   1.00000208  x   1.00016889  =   1.00017097
 EY4207
 EY4207                          SUPERSEDED SURVEY CONTROL
 EY4207
 EY4207  NAD 83(1986)-  35 35 04.39782(N)    077 22 16.68227(W) AD(       ) 2
 EY4207
 EY4207.Superseded values are not recommended for survey control.
 EY4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4207.See file dsdata.txt to determine how the superseded data were derived.
 EY4207
 EY4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8514540459(NAD 83)
 EY4207_MARKER: DE = TRAVERSE STATION DISK
 EY4207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4207_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4207+STABILITY: SURFACE MOTION
 EY4207
 EY4207  HISTORY     - Date     Condition        Report By
 EY4207  HISTORY     - 1979     MONUMENTED       NCGS
 EY4207
 EY4207                          STATION DESCRIPTION
 EY4207
 EY4207'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4207'THIS STATION WAS SET AT THE SOUTH BRANCH OF WACHOVIA BANK AND TRUST
 EY4207'SEE RECOVERY NOTE.
 EY4207'
 EY4207'THE STATION WAS DESTROYED BY CONSTRUCTION AND DISK REMOVED AFTER
 EY4207'OBSERVATIONS WERE COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1708 ***********************************************************************
 FW1708  DESIGNATION -  BANK
 FW1708  PID         -  FW1708
 FW1708  STATE/COUNTY-  NC/CURRITUCK
 FW1708  USGS QUAD   -  POINT HARBOR (1982)
 FW1708
 FW1708                         *CURRENT SURVEY CONTROL
 FW1708  ___________________________________________________________________
 FW1708* NAD 83(2001)-  36 06 59.68177(N)    075 49 46.28568(W)     ADJUSTED  
 FW1708* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 FW1708  ___________________________________________________________________
 FW1708  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 FW1708  GEOID HEIGHT-         -38.88  (meters)                     GEOID03
 FW1708  HORZ ORDER  -  SECOND
 FW1708
 FW1708.The horizontal coordinates were established by classical geodetic methods
 FW1708.and adjusted by the National Geodetic Survey in August 2005.
 FW1708
 FW1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1708
 FW1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1708
 FW1708.The geoid height was determined by GEOID03.
 FW1708
 FW1708;                    North         East     Units Scale Factor Converg.
 FW1708;SPC NC       -   267,093.612   894,989.323   MT  0.99998641   +1 49 47.7
 FW1708;SPC NC       -   876,289.63  2,936,310.80   sFT  0.99998641   +1 49 47.7
 FW1708;UTM  18      - 3,997,197.363   425,346.379   MT  0.99966867   -0 29 20.3
 FW1708
 FW1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1708!SPC NC       -   1.00000559  x   0.99998641  =   0.99999200
 FW1708!UTM  18      -   1.00000559  x   0.99966867  =   0.99967425
 FW1708
 FW1708                          SUPERSEDED SURVEY CONTROL
 FW1708
 FW1708  NAD 83(1993)-  36 06 59.69378(N)    075 49 46.29537(W) AD(       ) 2
 FW1708  NAD 83(1986)-  36 06 59.69582(N)    075 49 46.30419(W) AD(       ) 2
 FW1708  NGVD 29 (11/01/90)    3.6    (m)           12.     (f) VERT ANG    3  
 FW1708
 FW1708.Superseded values are not recommended for survey control.
 FW1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1708.See file dsdata.txt to determine how the superseded data were derived.
 FW1708
 FW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2534697197(NAD 83)
 FW1708_MARKER: DE = TRAVERSE STATION DISK
 FW1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1708_STAMPING: BANK 1978
 FW1708_MARK LOGO: NCGS  
 FW1708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1708+STABILITY: SURFACE MOTION
 FW1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1708+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 FW1708
 FW1708  HISTORY     - Date     Condition        Report By
 FW1708  HISTORY     - 1978     MONUMENTED       NCGS
 FW1708  HISTORY     - 20040921 SEE DESCRIPTION  NCGS
 FW1708
 FW1708                          STATION DESCRIPTION
 FW1708
 FW1708'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1708'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHWEST OF HARBINGER
 FW1708'AND 3.0 MILES NORTHWEST OF POINT HARBOR.
 FW1708'
 FW1708'TO REACH THE STATION FROM THE WEST END OF THE CURRITUCK SOUND AT POINT
 FW1708'HARBOR, PROCEED NORTHWEST ALONG US 158 FOR 3.65 MILES TO STATION ON
 FW1708'RIGHT, AT THE NORTHWEST CORNER OF A VERY LARGE YARD (TELLER RESIDENCE)
 FW1708'AND 0.3 MILE SOUTHEAST OF SR 1111.
 FW1708'
 FW1708'STATION MARK IS A STANDARD DISK STAMPED---BANK 1978---SET IN TOP OF A
 FW1708'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1708'38.1 FEET NORTHEAST OF CENTERLINE OF US 158, 116.9 FEET NORTHWEST OF
 FW1708'CENTERLINE OF DRIVEWAY, 12.6 FEET SOUTH OF POWER POLE CJ91 WITH
 FW1708'REFERENCE TAG, 13.6 FEET SOUTHEAST OF GUY WIRE, 24.3 FEET SOUTHWEST OF
 FW1708'15 INCH PINE WITH REFERENCE TAG AND 103.4 FEET NORTH OF NORTH END OF
 FW1708'CULVERT.
 FW1708
 FW1708                          STATION RECOVERY (2004)
 FW1708
 FW1708'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1708'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  COORDINATES
 FW1708'PLACE LOCATION IN THE SHOULDER OF 4-LANE HIGHWAY, SHOULD BE CONSIDERED
 FW1708'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4790 ***********************************************************************
 FA4790  HT_MOD      -  This is a Height Modernization Survey Station.
 FA4790  CBN         -  This is a Cooperative Base Network Control Station.
 FA4790  DESIGNATION -  BANK
 FA4790  PID         -  FA4790
 FA4790  STATE/COUNTY-  NC/GASTON
 FA4790  USGS QUAD   -  LINCOLNTON WEST (1993)
 FA4790
 FA4790                         *CURRENT SURVEY CONTROL
 FA4790  ___________________________________________________________________
 FA4790* NAD 83(2007)-  35 23 10.04488(N)    081 22 07.20977(W)     ADJUSTED  
 FA4790* NAVD 88     -       293.06   (meters)     961.5    (feet)  GPS OBS   
 FA4790  ___________________________________________________________________
 FA4790  EPOCH DATE  -        2002.00
 FA4790  X           -     781,288.260 (meters)                     COMP
 FA4790  Y           -  -5,146,990.699 (meters)                     COMP
 FA4790  Z           -   3,673,026.125 (meters)                     COMP
 FA4790  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FA4790  ELLIP HEIGHT-         261.321 (meters)          (02/10/07) ADJUSTED
 FA4790  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FA4790
 FA4790  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4790  Type    PID    Designation                      North   East  Ellip
 FA4790  -------------------------------------------------------------------
 FA4790  NETWORK FA4790 BANK                              0.27   0.27   0.74
 FA4790  -------------------------------------------------------------------
 FA4790
 FA4790.The horizontal coordinates were established by GPS observations
 FA4790.and adjusted by the National Geodetic Survey in February 2007.
 FA4790
 FA4790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4790.The horizontal coordinates are valid at the epoch date displayed above.
 FA4790.The epoch date for horizontal control is a decimal equivalence
 FA4790.of Year/Month/Day.
 FA4790
 FA4790.The orthometric height was determined by GPS observations and a
 FA4790.high-resolution geoid model.
 FA4790.The orthometric height was determined by GPS observations and a
 FA4790.high-resolution geoid model using precise GPS observation and
 FA4790.processing techniques. It supersedes the leveled height previously
 FA4790.determined for this station.
 FA4790
 FA4790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4790
 FA4790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4790
 FA4790.The ellipsoidal height was determined by GPS observations
 FA4790.and is referenced to NAD 83.
 FA4790
 FA4790.The geoid height was determined by GEOID03.
 FA4790
 FA4790;                    North         East     Units Scale Factor Converg.
 FA4790;SPC NC       -   184,062.534   394,437.646   MT  0.99987533   -1 22 01.7
 FA4790;SPC NC       -   603,878.50  1,294,084.18   sFT  0.99987533   -1 22 01.7
 FA4790;UTM  17      - 3,915,926.449   466,517.030   MT  0.99961382   -0 12 48.6
 FA4790
 FA4790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4790!SPC NC       -   0.99995898  x   0.99987533  =   0.99983432
 FA4790!UTM  17      -   0.99995898  x   0.99961382  =   0.99957282
 FA4790
 FA4790:                Primary Azimuth Mark                     Grid Az
 FA4790:SPC NC       -  CHERRYVILLE B AND Y TANK                 200 25 46.6
 FA4790:UTM  17      -  CHERRYVILLE B AND Y TANK                 199 16 33.5
 FA4790
 FA4790|---------------------------------------------------------------------|
 FA4790| PID    Reference Object                     Distance      Geod. Az  |
 FA4790|                                                           dddmmss.s |
 FA4790| CS6989 CHERRYVILLE B AND Y TANK                           1990344.9 |
 FA4790| FA5007 LORI                                274.473 METERS 23700     |
 FA4790|---------------------------------------------------------------------|
 FA4790
 FA4790                          SUPERSEDED SURVEY CONTROL
 FA4790
 FA4790  NAD 83(2001)-  35 23 10.04485(N)    081 22 07.20994(W) AD(       ) B
 FA4790  ELLIP H (01/30/03)  261.345  (m)                       GP(       ) 4 2
 FA4790  NAD 83(1995)-  35 23 10.04511(N)    081 22 07.20969(W) AD(       ) B
 FA4790  ELLIP H (09/11/96)  261.344  (m)                       GP(       ) 4 1
 FA4790  NAD 83(1986)-  35 23 10.05906(N)    081 22 07.21021(W) AD(       ) 1
 FA4790  NAVD 88 (01/14/05)  293.092  (m)          961.59   (f) ADJUSTED    2 2
 FA4790  NGVD 29 (08/31/92)  293.28   (m)          962.2    (f) LEVELING    3  
 FA4790
 FA4790.Superseded values are not recommended for survey control.
 FA4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4790.See file dsdata.txt to determine how the superseded data were derived.
 FA4790
 FA4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6651715926(NAD 83)
 FA4790_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4790_SP_SET: CONCRETE POST
 FA4790_STAMPING: BANK 1987
 FA4790_MARK LOGO: NCGS  
 FA4790_PROJECTION: RECESSED 3 CENTIMETERS
 FA4790_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4790+STABILITY: SURFACE MOTION
 FA4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4790+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005
 FA4790
 FA4790  HISTORY     - Date     Condition        Report By
 FA4790  HISTORY     - 1987     MONUMENTED       NCGS
 FA4790  HISTORY     - 1989     GOOD             USPSQD
 FA4790  HISTORY     - 19950130 GOOD             NCGS
 FA4790  HISTORY     - 19970916 GOOD             NCGS
 FA4790  HISTORY     - 19990803 GOOD             NCGS
 FA4790  HISTORY     - 20021120 GOOD             GCT
 FA4790  HISTORY     - 20030121 GOOD             NCGS
 FA4790  HISTORY     - 20040323 GOOD             NCGS
 FA4790  HISTORY     - 20050226 GOOD             ESP
 FA4790  HISTORY     - 20051025 MARK NOT FOUND   NCGS
 FA4790
 FA4790                          STATION DESCRIPTION
 FA4790
 FA4790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA4790'STATION IS LOCATED IN CHERRYVILLE.
 FA4790'ALONG NC 150 FOR 1.3 KM (0.8 MI) EAST FROM NC 274, AT CHERRY STREET,
 FA4790'IN THE SOUTHEAST CORNER OF THE SOUTHERN NATIONAL BANK YARD.
 FA4790'MARK IS RECESSED 1 INCH BELOW GROUND AND IS 1 FT (0.3 M) HIGHER THAN
 FA4790'THE HIGHWAY.  LOCATED 7.31 M (23.98 FT) NORTH OF THE CENTERLINE OF
 FA4790'THE HIGHWAY, 4.72 M (15.49 FT) EAST OF THE CENTERLINE OF A DRIVE,
 FA4790'26.67 M (87.50 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FA4790'BANK, 10.79 M (35.40 FT) EAST-SOUTHEAST OF THE NORTH METAL LEG OF A
 FA4790'BANK SIGN, AND 35.3 M (115.8 FT) WEST OF A LIGHT POLE WITH A
 FA4790'REFERENCE TAG.
 FA4790
 FA4790                          STATION RECOVERY (1989)
 FA4790
 FA4790'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 FA4790'RECOVERED IN GOOD CONDITION.
 FA4790
 FA4790                          STATION RECOVERY (1995)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS)
 FA4790'RECOVERED AS DESCRIBED.
 FA4790
 FA4790                          STATION RECOVERY (1997)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA4790'RECOVERED AS DESCRIBED.
 FA4790
 FA4790                          STATION RECOVERY (1999)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA4790'RECOVERED AS DESCRIBED.
 FA4790
 FA4790                          STATION RECOVERY (2002)
 FA4790
 FA4790'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2002 (WRZ)
 FA4790'RECOVERED AS DESCRIBED, DESCRIPTION EDITED AS FOLLOWS,
 FA4790' 
 FA4790'THE STATION IS LOCATED 21.8 KM (13.6 MI) NORTHWEST OF GASTONIA,
 FA4790'13.6 KM (8.5 MI) SOUTHWEST OF LINCOLNTON, IN THE VICINITY OF
 FA4790'CHERRYVILLE.
 FA4790'OWNERSHIP - BB AND T BANK
 FA4790' 
 FA4790'TO REACH THE STATION FROM THE INTERSECTION OF NC-274 AND NC-150 IN
 FA4790'CHERRYVILLE, GO EAST ALONG NC-150 FOR 1.3 KM (0.8 MI) TO THE BB AND T
 FA4790'BANK,
 FA4790'AND THE MARK ON LEFT,IN THE SOUTHEAST CORNER OF BANK YARD.
 FA4790' 
 FA4790'THE STATION  IS RECESSED 1 INCH BELOW GROUND AND IS 1 FT (0.3 M)
 FA4790'HIGHER THAN
 FA4790'THE HIGHWAY.  LOCATED 7.31 M (23.98 FT) NORTH OF THE CENTERLINE OF
 FA4790'THE HIGHWAY, 4.72 M (15.49 FT) EAST OF THE CENTERLINE OF A DRIVE,
 FA4790'26.67 M (87.50 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 FA4790'BANK, 10.79 M (35.40 FT) EAST-SOUTHEAST OF THE NORTH METAL LEG OF A
 FA4790'BANK SIGN, AND 35.3 M (115.8 FT) WEST OF A LIGHT POLE WITH A REFERENCE
 FA4790'TAG.
 FA4790' 
 FA4790'NCGS DESCRIPTION EDITED BY GCT, 2002
 FA4790' 
 FA4790' 
 FA4790'
 FA4790
 FA4790                          STATION RECOVERY (2003)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA4790'RECOVERED AS DESCRIBED.
 FA4790
 FA4790                          STATION RECOVERY (2004)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FA4790'RECOVERED AS DESCRIBED.
 FA4790
 FA4790                          STATION RECOVERY (2005)
 FA4790
 FA4790'RECOVERY NOTE BY ENG SURV + PLANNING 2005 (BRM)
 FA4790'RECOVERED IN GOOD CONDITION.
 FA4790
 FA4790                          STATION RECOVERY (2005)
 FA4790
 FA4790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (TRW)
 FA4790'THE OLD BANK HAS BEEN TORN DOWN AND A NEW BANK HAS BEEN BUILT.  THE
 FA4790'SITE WAS COMPLETELY RE-GRADED AND LANDSCAPED.  THE STATION IS PRESUMED
 FA4790'DESTROYED DURING THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4877 ***********************************************************************
 FA4877  DESIGNATION -  BANK
 FA4877  PID         -  FA4877
 FA4877  STATE/COUNTY-  NC/CLEVELAND
 FA4877  USGS QUAD   -  SHELBY (1983)
 FA4877
 FA4877                         *CURRENT SURVEY CONTROL
 FA4877  ___________________________________________________________________
 FA4877* NAD 83(2001)-  35 17 35.18746(N)    081 33 58.62645(W)     ADJUSTED  
 FA4877* NAVD 88     -       245.48   (meters)     805.4    (feet)  N HEIGHT  
 FA4877  ___________________________________________________________________
 FA4877  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FA4877  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 FA4877  DYNAMIC HT  -         245.24  (meters)     804.6   (feet)  COMP
 FA4877  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 FA4877
 FA4877  HORZ ORDER  -  SECOND
 FA4877  VERT ORDER  -  THIRD
 FA4877
 FA4877.The horizontal coordinates were established by classical geodetic methods
 FA4877.and adjusted by the National Geodetic Survey in August 2005.
 FA4877
 FA4877.The orthometric height was determined by differential leveling
 FA4877.and adjusted in July 1999.
 FA4877.The height was determined by precise leveling from only one NSRS
 FA4877.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA4877.allowed ONLY to validate the GPS-derived height.
 FA4877
 FA4877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4877
 FA4877.The geoid height was determined by GEOID03.
 FA4877
 FA4877.The dynamic height is computed by dividing the NAVD 88
 FA4877.geopotential number by the normal gravity value computed on the
 FA4877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4877.degrees latitude (g = 980.6199 gals.).
 FA4877
 FA4877.The modeled gravity was interpolated from observed gravity values.
 FA4877
 FA4877;                    North         East     Units Scale Factor Converg.
 FA4877;SPC NC       -   174,193.648   376,223.887   MT  0.99987285   -1 28 52.3
 FA4877;SPC NC       -   571,500.33  1,234,327.87   sFT  0.99987285   -1 28 52.3
 FA4877;UTM  17      - 3,905,695.387   448,510.208   MT  0.99963267   -0 19 37.9
 FA4877
 FA4877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4877!SPC NC       -   0.99996646  x   0.99987285  =   0.99983932
 FA4877!UTM  17      -   0.99996646  x   0.99963267  =   0.99959915
 FA4877
 FA4877                          SUPERSEDED SURVEY CONTROL
 FA4877
 FA4877  NAD 83(1986)-  35 17 35.20010(N)    081 33 58.62243(W) AD(       ) 2
 FA4877  NAVD 88 (07/10/98)  245.484  (m)          805.39   (f) UNKNOWN     2 2
 FA4877  NGVD 29 (09/01/92)  245.7    (m)          806.     (f) VERT ANG    3  
 FA4877
 FA4877.Superseded values are not recommended for survey control.
 FA4877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4877.See file dsdata.txt to determine how the superseded data were derived.
 FA4877
 FA4877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4851005695(NAD 83)
 FA4877_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4877_SP_SET: CONCRETE POST
 FA4877_STAMPING: BANK 1984
 FA4877_MARK LOGO: NCGS  
 FA4877_PROJECTION: FLUSH
 FA4877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4877+STABILITY: SURFACE MOTION
 FA4877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4877+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 FA4877
 FA4877  HISTORY     - Date     Condition        Report By
 FA4877  HISTORY     - 1984     MONUMENTED       NCGS
 FA4877  HISTORY     - 19950315 GOOD             USPSQD
 FA4877  HISTORY     - 19980803 GOOD             NCGS
 FA4877  HISTORY     - 20041005 GOOD             USPSQD
 FA4877  HISTORY     - 20051129 GOOD             USPSQD
 FA4877
 FA4877                          STATION DESCRIPTION
 FA4877
 FA4877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4877'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) WEST OF SHELBY.
 FA4877'ALONG US 74 BYPASS FOR 0.7 KM (0.4 MI) EAST FROM THE INTERSECTION WITH
 FA4877'NC 226 (WEST OF SHELBY), OR 0.08 KM (0.05 MI) SOUTHEAST OF MARION
 FA4877'STREET, ON A CUT.
 FA4877'STATION IS LOCATED 20.57 M (67.49 FT) EAST-NORTHEAST OF THE CENTERLINE
 FA4877'OF WEST BOUND US 74--AND 6.04 M (19.82 FT) SOUTH OF AN 8-INCH
 FA4877'LOBLOLLY PINE, 13.11 M (43.01 FT) SOUTH-SOUTHEAST OF A POWER POLE,
 FA4877'45.02 M (147.70 FT) NORTHWEST OF A POWER POLE, 18.35 M (60.20 FT)
 FA4877'SOUTHEAST OF THE SOUTH MOST BILLBOARD POST, AND 13.84 M (45.41 FT)
 FA4877'WEST-NORTHWEST OF A 10-INCH LOBLOLLY PINE--ALL FIVE WITH REFERENCE
 FA4877'TAGS.  MARK IS FLUSH WITH GROUND AND 10 FT (3.0 M) HIGHER THAN THE
 FA4877'HIGHWAY.
 FA4877
 FA4877                          STATION RECOVERY (1995)
 FA4877
 FA4877'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4877'RECOVERED IN GOOD CONDITION.
 FA4877
 FA4877                          STATION RECOVERY (1998)
 FA4877
 FA4877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA4877'RECOVERED AS DESCRIBED.
 FA4877
 FA4877                          STATION RECOVERY (2004)
 FA4877
 FA4877'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA4877'RECOVERED IN GOOD CONDITION.
 FA4877
 FA4877                          STATION RECOVERY (2005)
 FA4877
 FA4877'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA4877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4286 ***********************************************************************
 FB4286  DESIGNATION -  BANK
 FB4286  PID         -  FB4286
 FB4286  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4286  USGS QUAD   -  BREVARD (1991)
 FB4286
 FB4286                         *CURRENT SURVEY CONTROL
 FB4286  ___________________________________________________________________
 FB4286* NAD 83(2001)-  35 14 28.01990(N)    082 43 45.25902(W)     ADJUSTED  
 FB4286* NAVD 88     -       652.644  (meters)    2141.22   (feet)  ADJUSTED  
 FB4286  ___________________________________________________________________
 FB4286  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 FB4286  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 FB4286  DYNAMIC HT  -         651.935 (meters)    2138.89  (feet)  COMP
 FB4286  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 FB4286
 FB4286  HORZ ORDER  -  SECOND
 FB4286  VERT ORDER  -  SECOND    CLASS II
 FB4286
 FB4286.The horizontal coordinates were established by classical geodetic methods
 FB4286.and adjusted by the National Geodetic Survey in August 2005.
 FB4286
 FB4286.The orthometric height was determined by differential leveling
 FB4286.and adjusted in October 2005.
 FB4286
 FB4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4286
 FB4286.The geoid height was determined by GEOID03.
 FB4286
 FB4286.The dynamic height is computed by dividing the NAVD 88
 FB4286.geopotential number by the normal gravity value computed on the
 FB4286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4286.degrees latitude (g = 980.6199 gals.).
 FB4286
 FB4286.The modeled gravity was interpolated from observed gravity values.
 FB4286
 FB4286;                    North         East     Units Scale Factor Converg.
 FB4286;SPC NC       -   171,783.587   270,290.567   MT  0.99987261   -2 09 08.7
 FB4286;SPC NC       -   563,593.32    886,778.30   sFT  0.99987261   -2 09 08.7
 FB4286;UTM  17      - 3,901,152.791   342,660.343   MT  0.99990509   -0 59 52.8
 FB4286
 FB4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4286!SPC NC       -   0.99990227  x   0.99987261  =   0.99977490
 FB4286!UTM  17      -   0.99990227  x   0.99990509  =   0.99980737
 FB4286
 FB4286                          SUPERSEDED SURVEY CONTROL
 FB4286
 FB4286  NAD 83(1986)-  35 14 28.02376(N)    082 43 45.25498(W) AD(       ) 2
 FB4286  NGVD 29 (09/24/98)  652.7    (m)         2141.     (f) VERT ANG    3  
 FB4286
 FB4286.Superseded values are not recommended for survey control.
 FB4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4286.See file dsdata.txt to determine how the superseded data were derived.
 FB4286
 FB4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4266001153(NAD 83)
 FB4286_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4286_SP_SET: CONCRETE POST
 FB4286_STAMPING: BANK 1984
 FB4286_MARK LOGO: NCGS  
 FB4286_PROJECTION: FLUSH
 FB4286_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4286+STABILITY: SURFACE MOTION
 FB4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4286+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 FB4286
 FB4286  HISTORY     - Date     Condition        Report By
 FB4286  HISTORY     - 1984     MONUMENTED       NCGS
 FB4286  HISTORY     - 19900221 GOOD             NCGS
 FB4286  HISTORY     - 19951120 GOOD             NCGS
 FB4286  HISTORY     - 20080918 GOOD             INDIV
 FB4286
 FB4286                          STATION DESCRIPTION
 FB4286
 FB4286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB4286'THE STATION IS LOCATED IN BREVARD. ALONG US 64, 276 FOR 1.0 KM (0.6
 FB4286'MI) NORTHEAST FROM THE JUNCTION OF US 64 AND US 276 (AT THE
 FB4286'TRANSYLVANIA COUNTY COURTHOUSE), AT SR 1356 (MCLEAN ROAD), AT THE
 FB4286'NORTHWESTERN BANK. STATION IS LOCATED 13.78 M (45.21 FT) NORTHWEST OF
 FB4286'THE CENTERLINE OF US 64 (NORTH BROAD STREET), 6.86 M (22.51 FT)
 FB4286'SOUTHWEST OF THE CENTERLINE OF SR 1356, 4.45 M (14.60 FT) NORTH OF A
 FB4286'TELEPHONE POLE WITH A REFERENCE TAG, 0.67 M (2.20 FT) WEST-NORTHWEST
 FB4286'OF A STREET SIGN, 5.27 M (17.29 FT) NORTHEAST OF A 30-INCH MAPLE, AND
 FB4286'15.73 M (51.61 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 FB4286'NORTHWESTERN BANK BUILDING.  MARK IS FLUSH WITH GROUND AND LEVEL WITH
 FB4286'HIGHWAY.
 FB4286
 FB4286                          STATION RECOVERY (1990)
 FB4286
 FB4286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4286'RECOVERED IN GOOD CONDITION.
 FB4286
 FB4286                          STATION RECOVERY (1995)
 FB4286
 FB4286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB4286'IN BREVARD AT THE COMMUNITY BANK AND TRUST COMPANY. ALONG US 64/276
 FB4286'FOR 0.6 MI (1.0 KM) NORTHEAST FROM THE JUNCTION OF US 64/276 (AT THE
 FB4286'TRANSYLVANIA COUNTY COURTHOUSE) TO SR 1356 (MCLEAN ROAD), IN THE
 FB4286'SOUTHEAST CORNER OF THE COMMUNITY BANK AND TRUST COMPANY YARD. MARK IS
 FB4286'ABOUT LEVEL WITH US 64/276 AND FLUSH WITH GROUND.  LOCATED 45.0 FT
 FB4286'(13.7 M) NORTHWEST OF THE CENTERLINE OF US 64, 22.5 FT (6.9 M)
 FB4286'(6.9)SOUTHWEST OF THE CENTERLINE OF SR 1356, 51.6 FT (15.7 M) (15.7)
 FB4286'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF BANK, 2.2 FT (0.7 M)
 FB4286'WEST-NORTHWEST OF A STREET SIGN, AND 14.6 FT (4.5 M) NORTH OF A POWER
 FB4286'POLE WITH REFERENCE TAG.
 FB4286
 FB4286                          STATION RECOVERY (2008)
 FB4286
 FB4286'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ECD)
 FB4286'THE BANK IS NOW 5TH 3RD BANK.
 FB4286'OTHERWISE RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1906 ***********************************************************************
 AE1906  DESIGNATION -  BANK
 AE1906  PID         -  AE1906
 AE1906  STATE/COUNTY-  NC/ROWAN
 AE1906  USGS QUAD   -  SALISBURY (1987)
 AE1906
 AE1906                         *CURRENT SURVEY CONTROL
 AE1906  ___________________________________________________________________
 AE1906* NAD 83(2001)-  35 40 47.79276(N)    080 28 49.62646(W)     ADJUSTED  
 AE1906* NAVD 88     -       215.718  (meters)     707.73   (feet)  ADJUSTED  
 AE1906  ___________________________________________________________________
 AE1906  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AE1906  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AE1906  DYNAMIC HT  -         215.525 (meters)     707.10  (feet)  COMP
 AE1906  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 AE1906
 AE1906  HORZ ORDER  -  SECOND
 AE1906  VERT ORDER  -  SECOND    CLASS I
 AE1906
 AE1906.The horizontal coordinates were established by classical geodetic methods
 AE1906.and adjusted by the National Geodetic Survey in August 2005.
 AE1906
 AE1906.The orthometric height was determined by differential leveling
 AE1906.and adjusted in September 1997.
 AE1906
 AE1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1906
 AE1906.The geoid height was determined by GEOID03.
 AE1906
 AE1906.The dynamic height is computed by dividing the NAVD 88
 AE1906.geopotential number by the normal gravity value computed on the
 AE1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1906.degrees latitude (g = 980.6199 gals.).
 AE1906
 AE1906.The modeled gravity was interpolated from observed gravity values.
 AE1906
 AE1906;                    North         East     Units Scale Factor Converg.
 AE1906;SPC NC       -   215,090.233   475,599.265   MT  0.99990044   -0 51 16.1
 AE1906;SPC NC       -   705,675.21  1,560,361.92   sFT  0.99990044   -0 51 16.1
 AE1906;UTM  17      - 3,948,574.667   547,014.327   MT  0.99962724   +0 18 10.9
 AE1906
 AE1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1906!SPC NC       -   0.99997105  x   0.99990044  =   0.99987149
 AE1906!UTM  17      -   0.99997105  x   0.99962724  =   0.99959830
 AE1906
 AE1906                          SUPERSEDED SURVEY CONTROL
 AE1906
 AE1906  NAD 83(1986)-  35 40 47.80203(N)    080 28 49.63365(W) AD(       ) 2
 AE1906  NGVD 29 (02/02/98)  215.94   (m)          708.5    (f) LEVELING    3  
 AE1906
 AE1906.Superseded values are not recommended for survey control.
 AE1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1906.See file dsdata.txt to determine how the superseded data were derived.
 AE1906
 AE1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4701448575(NAD 83)
 AE1906_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1906_SP_SET: SIDEWALK
 AE1906_STAMPING: BANK 1988
 AE1906_MARK LOGO: NCGS  
 AE1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1906+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 AE1906
 AE1906  HISTORY     - Date     Condition        Report By
 AE1906  HISTORY     - 1988     MONUMENTED       NCGS
 AE1906  HISTORY     - 20060302 GOOD             USPSQD
 AE1906
 AE1906                          STATION DESCRIPTION
 AE1906
 AE1906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE1906'STATION IS LOCATED IN SALISBURY. ALONG SR 2200-INNES STREET FOR 0.8 KM
 AE1906'(0.50 MI) SOUTH FROM SR 2048 (STATESVILLE BOULEVARD), AT GROVE STREET,
 AE1906'BEHIND WACHOVIA BANK IN THE SIDEWALK OF THE PARKING LOT. MARK IS ABOUT
 AE1906'3-FEET HIGHER THAN THE HIGHWAY.  LOCATED 48.89 M (160.40 FT)
 AE1906'EAST-NORTHEAST OF THE CENTERLINE OF WEST INNES STREET, 10.27 M (33.69
 AE1906'FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF BANK BUILDING, 21.58 M
 AE1906'(70.80 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF BANK BUILDING,
 AE1906'24.41 M (80.09 FT) SOUTH OF A LIGHT POLE WITH A REFERENCE TAG, AND
 AE1906'38.31 M (125.69 FT) WEST-SOUTHWEST OF A LIGHT POLE WITH A REFERENCE
 AE1906'TAG.
 AE1906
 AE1906                          STATION RECOVERY (2006)
 AE1906
 AE1906'RECOVERY NOTE BY US POWER SQUADRON 2006 (GPS)
 AE1906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8484 ***********************************************************************
 AF8484  DESIGNATION -  BANK
 AF8484  PID         -  AF8484
 AF8484  STATE/COUNTY-  NC/NORTHAMPTON
 AF8484  USGS QUAD   -  RICH SQUARE (1974)
 AF8484
 AF8484                         *CURRENT SURVEY CONTROL
 AF8484  ___________________________________________________________________
 AF8484* NAD 83(2001)-  36 15 22.72374(N)    077 17 44.81048(W)     ADJUSTED  
 AF8484* NAVD 88     -        19.6    (meters)      64.     (feet)  VERT ANG  
 AF8484  ___________________________________________________________________
 AF8484  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AF8484  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AF8484  HORZ ORDER  -  SECOND
 AF8484
 AF8484.The horizontal coordinates were established by classical geodetic methods
 AF8484.and adjusted by the National Geodetic Survey in August 2005.
 AF8484
 AF8484.The orthometric height was determined by vertical angle observations.
 AF8484
 AF8484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8484
 AF8484.The geoid height was determined by GEOID03.
 AF8484
 AF8484;                    North         East     Units Scale Factor Converg.
 AF8484;SPC NC       -   279,355.876   762,757.650   MT  1.00002625   +0 59 01.0
 AF8484;SPC NC       -   916,520.07  2,502,480.72   sFT  1.00002625   +0 59 01.0
 AF8484;UTM  18      - 4,014,822.407   293,741.638   MT  1.00012420   -1 21 29.5
 AF8484
 AF8484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8484!SPC NC       -   1.00000239  x   1.00002625  =   1.00002864
 AF8484!UTM  18      -   1.00000239  x   1.00012420  =   1.00012659
 AF8484
 AF8484                          SUPERSEDED SURVEY CONTROL
 AF8484
 AF8484  NAD 83(1986)-  36 15 22.73087(N)    077 17 44.82373(W) AD(       ) 2
 AF8484
 AF8484.Superseded values are not recommended for survey control.
 AF8484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8484.See file dsdata.txt to determine how the superseded data were derived.
 AF8484
 AF8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9374214822(NAD 83)
 AF8484_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8484_STAMPING: BANK 1987
 AF8484_MARK LOGO: NCGS  
 AF8484_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8484+STABILITY: SURFACE MOTION
 AF8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8484+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8484
 AF8484  HISTORY     - Date     Condition        Report By
 AF8484  HISTORY     - 1987     MONUMENTED       NCGS
 AF8484
 AF8484                          STATION DESCRIPTION
 AF8484
 AF8484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8484'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF RICH
 AF8484'SQUARE. ALONG US 258 (MAIN STREET) FOR 1.35 MI (2.17 KM) SOUTHWEST
 AF8484'FROM NC 305 (JACKSON STREET) IN RICH SQUARE, OR 0.25 MI (0.40 KM)
 AF8484'NORTHEAST FROM NC 308, IN THE EAST QUADRANT OF THE T-INTERSECTION WITH
 AF8484'SR 1553 (LINCOLN PARK ROAD). MARK IS RECESSED 4 INCHES BELOW GROUND
 AF8484'AND LEVEL WITH THE HIGHWAY. LOCATED 22.0 FT (6.7 M) SOUTHEAST OF THE
 AF8484'CENTERLINE OF THE HIGHWAY, 78.0 FT (23.8 M) NORTHEAST OF THE
 AF8484'CENTERLINE OF THE ROAD, 15.0 FT (4.6 M) NORTH OF THE NORTHEAST END OF
 AF8484'A DRIVEWAY CULVERT, 52.6 FT (16.0 M) SOUTHWEST OF THE SOUTHWEST END OF
 AF8484'A DRIVEWAY CULVERT, AND 61.0 FT (18.6 M) NORTH OF A POWER POLE WITH
 AF8484'TRANSFORMER AND REFERENCE TAG. NOTE--RECOVERY IN SEPTEMBER 1992 FOUND
 AF8484'MARK LEANING BADLY WITH TOP BROKEN OFF.  DISK WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4733 ***********************************************************************
 AH4733  DESIGNATION -  BANK
 AH4733  PID         -  AH4733
 AH4733  STATE/COUNTY-  NC/JOHNSTON
 AH4733  USGS QUAD   -  EDMONDSON (1993)
 AH4733
 AH4733                         *CURRENT SURVEY CONTROL
 AH4733  ___________________________________________________________________
 AH4733* NAD 83(2001)-  35 35 34.45836(N)    078 35 40.45305(W)     ADJUSTED  
 AH4733* NAVD 88     -        81.837  (meters)     268.49   (feet)  ADJUSTED  
 AH4733  ___________________________________________________________________
 AH4733  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 AH4733  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AH4733  DYNAMIC HT  -          81.765 (meters)     268.26  (feet)  COMP
 AH4733  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 AH4733
 AH4733  HORZ ORDER  -  SECOND
 AH4733  VERT ORDER  -  SECOND    CLASS II
 AH4733
 AH4733.The horizontal coordinates were established by classical geodetic methods
 AH4733.and adjusted by the National Geodetic Survey in August 2005.
 AH4733
 AH4733.The orthometric height was determined by differential leveling
 AH4733.and adjusted in November 1999.
 AH4733.No vertical observational check was made to the station.
 AH4733
 AH4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4733
 AH4733.The geoid height was determined by GEOID03.
 AH4733
 AH4733.The dynamic height is computed by dividing the NAVD 88
 AH4733.geopotential number by the normal gravity value computed on the
 AH4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4733.degrees latitude (g = 980.6199 gals.).
 AH4733
 AH4733.The modeled gravity was interpolated from observed gravity values.
 AH4733
 AH4733;                    North         East     Units Scale Factor Converg.
 AH4733;SPC NC       -   204,510.048   646,339.072   MT  0.99989026   +0 14 02.4
 AH4733;SPC NC       -   670,963.38  2,120,530.77   sFT  0.99989026   +0 14 02.4
 AH4733;UTM  17      - 3,941,460.613   717,925.213   MT  1.00018527   +1 24 02.0
 AH4733
 AH4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4733!SPC NC       -   0.99999239  x   0.99989026  =   0.99988266
 AH4733!UTM  17      -   0.99999239  x   1.00018527  =   1.00017766
 AH4733
 AH4733                          SUPERSEDED SURVEY CONTROL
 AH4733
 AH4733  NAD 83(1986)-  35 35 34.46413(N)    078 35 40.46317(W) AD(       ) 2
 AH4733  NAVD 88 (11/13/98)   81.84   (m)          268.5    (f) LEVELING    3  
 AH4733
 AH4733.Superseded values are not recommended for survey control.
 AH4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4733.See file dsdata.txt to determine how the superseded data were derived.
 AH4733
 AH4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1792541461(NAD 83)
 AH4733_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4733_STAMPING: BANK 1985
 AH4733_MARK LOGO: NCGS  
 AH4733_PROJECTION: FLUSH
 AH4733_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4733+STABILITY: SURFACE MOTION
 AH4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4733+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH4733
 AH4733  HISTORY     - Date     Condition        Report By
 AH4733  HISTORY     - 1985     MONUMENTED       NCGS
 AH4733  HISTORY     - 19970401 GOOD             NCGS
 AH4733  HISTORY     - 19980407 GOOD             NCGS
 AH4733
 AH4733                          STATION DESCRIPTION
 AH4733
 AH4733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4733'STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) WEST-SOUTHWEST OF CLAYTON
 AH4733'AND 12.7 KM (7.90 MI) SOUTH OF GARNER. ALONG NC 42 FOR 0.4 KM (0.25
 AH4733'MI) EAST FROM NC 50, OR 0.3 KM (0.20 MI) WEST FROM SR 1603, ON A 4
 AH4733'F00T BANK. MARK IS FLUSH WITH GROUND. LOCATED 8.8 M (28.9 FT) SOUTH OF
 AH4733'THE CENTERLINE OF THE HIGHWAY, 29.6 M (97.1 FT) WEST OF THE WEST END
 AH4733'OF A CONCRETE DITCH DRAIN--AND 7.9 M (25.9 FT) NORTHWEST OF AN 8-INCH
 AH4733'PINE, 4.4 M (14.4 FT) NORTH-NORTHEAST OF A 15-INCH POPLAR, 12.4 M
 AH4733'(40.7 FT) EAST OF A 4-INCH OAK--ALL THREE WITH REFERENCE TAGS. MARK IS
 AH4733'4-FEET HIGHER THAN THE HIGHWAY.
 AH4733
 AH4733                          STATION RECOVERY (1997)
 AH4733
 AH4733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4733'RECOVERED AS DESCRIBED EXCEPT 8-INCH PINE IS GONE.  MARK IS--15.2 FT
 AH4733'NORTH-NORTHEAST OF A 24-INCHE POPLAR AND 5.8 FT (1.8 M) EAST OF A
 AH4733'2-INCH PINE--BOTH WITH REFERENCE TAGS.
 AH4733
 AH4733                          STATION RECOVERY (1998)
 AH4733
 AH4733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH4733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4793 ***********************************************************************
 AH4793  DESIGNATION -  BANK
 AH4793  PID         -  AH4793
 AH4793  STATE/COUNTY-  NC/WAKE
 AH4793  USGS QUAD   -  GARNER (1993)
 AH4793
 AH4793                         *CURRENT SURVEY CONTROL
 AH4793  ___________________________________________________________________
 AH4793* NAD 83(2007)-  35 42 30.15760(N)    078 35 03.30465(W)     ADJUSTED  
 AH4793* NAVD 88     -       110.4    (meters)     362.     (feet)  GPS OBS   
 AH4793  ___________________________________________________________________
 AH4793  EPOCH DATE  -        2002.00
 AH4793  X           -   1,026,253.088 (meters)                     COMP
 AH4793  Y           -  -5,082,437.769 (meters)                     COMP
 AH4793  Z           -   3,702,010.712 (meters)                     COMP
 AH4793  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 AH4793  ELLIP HEIGHT-          77.114 (meters)          (02/10/07) ADJUSTED
 AH4793  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AH4793
 AH4793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4793  Type    PID    Designation                      North   East  Ellip
 AH4793  -------------------------------------------------------------------
 AH4793  NETWORK AH4793 BANK                              3.70   2.88   6.08
 AH4793  -------------------------------------------------------------------
 AH4793
 AH4793.The horizontal coordinates were established by GPS observations
 AH4793.and adjusted by the National Geodetic Survey in February 2007.
 AH4793
 AH4793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4793.The horizontal coordinates are valid at the epoch date displayed above.
 AH4793.The epoch date for horizontal control is a decimal equivalence
 AH4793.of Year/Month/Day.
 AH4793
 AH4793.The orthometric height was determined by GPS observations and a
 AH4793.high-resolution geoid model.
 AH4793
 AH4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4793
 AH4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4793
 AH4793.The ellipsoidal height was determined by GPS observations
 AH4793.and is referenced to NAD 83.
 AH4793
 AH4793.The geoid height was determined by GEOID03.
 AH4793
 AH4793;                    North         East     Units Scale Factor Converg.
 AH4793;SPC NC       -   217,324.395   647,220.468   MT  0.99990426   +0 14 23.8
 AH4793;SPC NC       -   713,005.12  2,123,422.49   sFT  0.99990426   +0 14 23.8
 AH4793;UTM  17      - 3,954,293.991   718,545.270   MT  1.00018859   +1 24 37.9
 AH4793
 AH4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4793!SPC NC       -   0.99998790  x   0.99990426  =   0.99989216
 AH4793!UTM  17      -   0.99998790  x   1.00018859  =   1.00017648
 AH4793
 AH4793                          SUPERSEDED SURVEY CONTROL
 AH4793
 AH4793  NAD 83(2001)-  35 42 30.15744(N)    078 35 03.30487(W) AD(       ) 1
 AH4793  ELLIP H (03/13/03)   77.119  (m)                       GP(       ) 4 2
 AH4793  NAD 83(1986)-  35 42 30.16171(N)    078 35 03.31457(W) AD(       ) 1
 AH4793
 AH4793.Superseded values are not recommended for survey control.
 AH4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4793.See file dsdata.txt to determine how the superseded data were derived.
 AH4793
 AH4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1854554294(NAD 83)
 AH4793_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4793_STAMPING: BANK 1988
 AH4793_MARK LOGO: NCGS  
 AH4793_PROJECTION: FLUSH
 AH4793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4793+STABILITY: SURFACE MOTION
 AH4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4793+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AH4793
 AH4793  HISTORY     - Date     Condition        Report By
 AH4793  HISTORY     - 1988     MONUMENTED       NCGS
 AH4793  HISTORY     - 20030307 GOOD             USPSQD
 AH4793  HISTORY     - 20040523 GOOD             USPSQD
 AH4793  HISTORY     - 20050913 GOOD             USPSQD
 AH4793  HISTORY     - 20051020 GOOD             USPSQD
 AH4793
 AH4793                          STATION DESCRIPTION
 AH4793
 AH4793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AH4793'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF RALEIGH,
 AH4793'1.2 MI (1.9 KM) EAST OF GARNER. ALONG I-40 FOR 1.0 MI (1.6 KM) NORTH
 AH4793'FROM THE OVERPASS OF US 70 (EXIT 306-INTERCHANGE), OR 0.85 MI (1.37
 AH4793'KM) SOUTH OF THE SR 2547 (JONES SAUSAGE RD) EXIT 303 INTERCHANGE, ON
 AH4793'TOP OF WEST RIGHT-OF-WAY BANK. MARK IS 12-FEET HIGHER THAN HIGHWAY AND
 AH4793'RECESSED 4 INCHES BELOW GROUND. LOCATED 99.0 FT (30.2 M) (SLOPE) WEST
 AH4793'OF THE CENTERLINE OF THE SOUTHBOUND LANES, 232.0 FT (70.7 M) (SLOPE)
 AH4793'NORTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL--AND 32.4 FT (9.9
 AH4793'M) EAST OF THE RIGHT-OF-WAY FENCE AT A POST, 72.2 FT (22.0 M)
 AH4793'SOUTH-SOUTHEAST OF THE CENTER BRACE POST OF RIGHT-OF-WAY FENCE, 22.6
 AH4793'FT (6.9 M) NORTHEAST OF A 14-INCH MAPLE--ALL THREE WITH REFERENCE
 AH4793'TAGS.
 AH4793
 AH4793                          STATION RECOVERY (2003)
 AH4793
 AH4793'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AH4793'RECOVERED IN GOOD CONDITION.
 AH4793
 AH4793                          STATION RECOVERY (2004)
 AH4793
 AH4793'RECOVERY NOTE BY US POWER SQUADRON 2004
 AH4793'RECOVERED IN GOOD CONDITION.
 AH4793
 AH4793                          STATION RECOVERY (2005)
 AH4793
 AH4793'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH4793'RECOVERED IN GOOD CONDITION.
 AH4793
 AH4793                          STATION RECOVERY (2005)
 AH4793
 AH4793'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH4793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1990 ***********************************************************************
 EA1990  DESIGNATION -  BANK RESET
 EA1990  PID         -  EA1990
 EA1990  STATE/COUNTY-  NC/CARTERET
 EA1990  USGS QUAD   -  SALTER PATH (1994)
 EA1990
 EA1990                         *CURRENT SURVEY CONTROL
 EA1990  ___________________________________________________________________
 EA1990* NAD 83(2001)-  34 40 40.18137(N)    076 57 53.49972(W)     ADJUSTED  
 EA1990* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1990  ___________________________________________________________________
 EA1990  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 EA1990  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA1990  HORZ ORDER  -  THIRD
 EA1990
 EA1990.The horizontal coordinates were established by classical geodetic methods
 EA1990.and adjusted by the National Geodetic Survey in August 2005.
 EA1990
 EA1990.The orthometric height was scaled from a topographic map.
 EA1990
 EA1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1990
 EA1990.The geoid height was determined by GEOID03.
 EA1990
 EA1990;                    North         East     Units Scale Factor Converg.
 EA1990;SPC NC       -   104,836.842   796,083.034   MT  0.99992241   +1 10 28.6
 EA1990;SPC NC       -   343,952.21  2,611,815.75   sFT  0.99992241   +1 10 28.6
 EA1990;UTM  18      - 3,839,072.920   319,990.724   MT  0.99999940   -1 07 05.6
 EA1990
 EA1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1990!SPC NC       -   1.00000575  x   0.99992241  =   0.99992816
 EA1990!UTM  18      -   1.00000575  x   0.99999940  =   1.00000515
 EA1990
 EA1990:                Primary Azimuth Mark                     Grid Az
 EA1990:SPC NC       -  CHANNEL LT 13 FLASHING WHITE             010 50 42.8
 EA1990:UTM  18      -  CHANNEL LT 13 FLASHING WHITE             013 08 17.0
 EA1990
 EA1990|---------------------------------------------------------------------|
 EA1990| PID    Reference Object                     Distance      Geod. Az  |
 EA1990|                                                           dddmmss.s |
 EA1990| EA1995 CHANNEL LT 13 FLASHING WHITE        APPROX. 3.3 KM 0120111.4 |
 EA1990| EA1400 KNOLL                               APPROX. 5.9 KM 0273131.0 |
 EA1990| EA1991 BOGUE SOUND BEACON 11               APPROX. 5.3 KM 0394839.2 |
 EA1990| EA1996 EMERALD                             435.178 METERS 1253827.6 |
 EA1990| EA3180 BANK RM 3                            17.756 METERS 13359     |
 EA1990| EA3178 BANK RM                              32.050 METERS 16328     |
 EA1990| EA0070 BANK RM 2                            24.244 METERS 16726     |
 EA1990| EA3181 BANK RM 4                            16.352 METERS 23313     |
 EA1990| EA1992 BOGUE SOUND BEACON 15               APPROX. 3.1 KM 3190019.9 |
 EA1990|---------------------------------------------------------------------|
 EA1990
 EA1990                          SUPERSEDED SURVEY CONTROL
 EA1990
 EA1990  NAD 83(1986)-  34 40 40.19242(N)    076 57 53.51119(W) AD(       ) 3
 EA1990  NAD 27      -  34 40 39.60763(N)    076 57 54.71168(W) AD(       ) 3
 EA1990
 EA1990.Superseded values are not recommended for survey control.
 EA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1990.See file dsdata.txt to determine how the superseded data were derived.
 EA1990
 EA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1999139073(NAD 83)
 EA1990
 EA1990  HISTORY     - Date     Condition        Report By
 EA1990  HISTORY     - 1933     MONUMENTED       CGS
 EA1990  HISTORY     - 1915     GOOD             CGS
 EA1990  HISTORY     - 1927     SEE DESCRIPTION  CGS
 EA1990  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA1990  HISTORY     - 1962     GOOD             CGS
 EA1990  HISTORY     - 1965     GOOD             CGS
 EA1990  HISTORY     - 1974     GOOD             NGS
 EA1990  HISTORY     - 1976     GOOD             ALSTER
 EA1990
 EA1990                          STATION DESCRIPTION
 EA1990
 EA1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 EA1990'STATION IS IN THE WESTERN HALF OF BOGUE SOUND, ON THE SOUND
 EA1990'SIDE OF BOGUE BANKS, ABOUT 9 MILES E OF BOGUE INLET, SW OF
 EA1990'CAT ISLAND, ON A QUITE PROMINENT POINT, ABOUT 50 YARDS W OF
 EA1990'THE W END OF A MARSH WHICH MAKES OUT FROM THE SHORE, ON A SAND
 EA1990'SPIT OR DUNE 20 YARDS FROM SHORE.  THE STATION IS MARKED BY A
 EA1990'4-INCH TERRA-COTTA DRAIN TILE SET IN CONCRETE WITH THE TOP
 EA1990'ABOUT 6 INCHES BELOW THE SURFACE.  THE REFERENCE MARK IS A
 EA1990'4-INCH TERRA-COTTA TILE SET IN CONCRETE, ABOUT 15 YARDS BACK
 EA1990'FROM THE EXTREME POINT OF SHORE, WITH THE TOP OF THE TILE 6
 EA1990'INCHES ABOVE THE CONCRETE AND EVEN WITH THE SURFACE OF THE
 EA1990'GROUND.  IT IS 32.05 METERS (105.2 FEET) FROM THE STATION
 EA1990'S 16 DEG 33 MIN E.  THREE LIGHT-WOOD OR PITCH PINE
 EA1990'POSTS WERE SET N, E, AND W, EACH 2 METERS (6.6 FEET) FROM
 EA1990'THE STATION.  THE WITNESS MARKS ARE THREE LIVE OAK
 EA1990'TREES BLAZED AND MARKED WITH NAILS, AT THE FOLLOWING
 EA1990'DISTANCES AND BEARINGS FROM THE STATION--A 10-INCH DOUBLE
 EA1990'TRUNK TREE, 13.2 METERS (43.3 FEET) BEARING 190 DEG
 EA1990'(MAGNETIC).  A 10-INCH TREE, 14.8 METERS (48.6 FEET) BEARING
 EA1990'200 DEG (MAGNETIC).  A 9-INCH DOUBLE TRUNK TREE, 7.8
 EA1990'METERS (25.6 FEET) BEARING 250 DEG (MAGNETIC).  IN 1915,
 EA1990'A TARGET OF 2- BY 4-INCH SLATS WAS SPIKED TO A LIVE OAK TREE
 EA1990'51 METERS (167 FEET) W OF THE STATION AND 6 YARDS FROM THE
 EA1990'SHORE.
 EA1990
 EA1990                          STATION RECOVERY (1927)
 EA1990
 EA1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA1990'DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS--ON THE N
 EA1990'SIDE OF BOGUE BANKS, SW OF CAT ISLAND ON A MARSH WHICH MAKES
 EA1990'OUT FROM THE BANK.  THE STATION IS MARKED BY A 4-INCH
 EA1990'TERRA-COTTA DRAIN TILE SET IN AND FILLED WITH CONCRETE WITH
 EA1990'THE TOP ABOUT 6 INCHES BELOW THE GROUND SURFACE AND WITH A
 EA1990'COPPER NAIL EMBEDDED IN THE CENTER.  TWO METERS E OF THE
 EA1990'STATION IS A WOOD POST 6 INCHES IN DIAMETER WITH 6 TACKS
 EA1990'FORMING AN ARROW ON ITS TOP AND POINTING TOWARD THE
 EA1990'STATION.  A SIMILAR POST SET 2 METERS N OF THE STATION HAS
 EA1990'BEEN DAMAGED AND ITS BROKEN TOP IS ONLY 4 INCHES ABOVE
 EA1990'SURFACE OF GROUND.  THE POST SET W OF THE STATION WAS NOT
 EA1990'FOUND.
 EA1990'
 EA1990'THE REFERENCE MARK IS A 4-INCH TERRA-COTTA TILE SET IN
 EA1990'CONCRETE ABOUT FLUSH WITH GROUND SURFACE.  PART OF THE BELL
 EA1990'HAS BEEN BROKEN OFF.  THE 9-INCH TREE BEARING 280 DEG FROM
 EA1990'REFERENCE MARK IS GONE.  OTHER WITNESS MARKS FOUND AS
 EA1990'DESCRIBED EXCEPT THAT DISTANCES AND BEARINGS REFER TO
 EA1990'REFERENCE MARK AND NOT TO THE STATION.  THE REFERENCE MARK
 EA1990'IS ON A BANK ABOUT 6 FEET ABOVE HIGH WATER AND ABOUT 4 METERS
 EA1990'FROM EDGE OF BANK.  THE DISTANCE BETWEEN STATION AND REFERENCE
 EA1990'MARKS SHOULD BE 32.35 METERS.  AT REFERENCE MARK THE STATION
 EA1990'SIGNAL VI (WATER TANK NEAR MOREHEAD CITY) IS IN RANGE WITH
 EA1990'CENTER OF DOG ISLANDS WHICH APPEAR AS A SINGLE ISLAND.  THE
 EA1990'CHART SHOWS 2 ROCKS ABOUT 350 YARDS NW OF STATION.  THIS
 EA1990'IS A SINGLE LOW REEF COVERED WITH WHITE SHELLS AND IS A
 EA1990'GOOD AID IN FINDING THE STATION.  THE SAND DUNES ARE MOVING
 EA1990'IN FROM THE SEA AND ONLY 50 YARDS OF BUSHES REMAIN TO
 EA1990'PROTECT THE STATION.
 EA1990
 EA1990                          STATION RECOVERY (1933)
 EA1990
 EA1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA1990'STATION RECOVERED.  REFERENCE MARK RECOVERED.  NO TRACE
 EA1990'REMAINS OF LIVE OAK TREES MENTIONED IN ORIGINAL
 EA1990'DESCRIPTION.  THE STATION NOW STANDS NEAR THE CENTER OF A
 EA1990'SEMI-CIRCULAR POINT OF MARSH 30 METERS IN DIAMETER AND ABOUT
 EA1990'1 FOOT ABOVE MEAN HIGH WATER SITUATED ON THE N SHORE OF BOGUE
 EA1990'BANKS SW OF CAT ISLAND.  A SURFACE MARK WAS ESTABLISHED
 EA1990'CONSISTING OF A STANDARD DISK STAMPED BANK 1908-1933 SET IN
 EA1990'CONCRETE IN AN 8-INCH TILE PROJECTING ABOUT 2 INCHES ABOVE THE
 EA1990'GROUND SURFACE.  REFERENCE MARK, 1908, IS A 4-INCH TILE SET
 EA1990'IN THE CENTER OF A THICK CLUMP OF MYRTLE ON THE TOP OF AN
 EA1990'8-FOOT BANK DIRECTLY INSHORE FROM THE STATION.
 EA1990'
 EA1990'AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED, REFERENCE MARK
 EA1990'NO.2, BEING A STANDARD BRASS DISK SET IN AN 8-INCH TILE
 EA1990'FILLED WITH CEMENT, PROJECTING 6 INCHES ABOVE THE SURFACE OF
 EA1990'THE GROUND, ABOUT 1/2 METER INSIDE MYRTLE BUSHES, AND AT THE
 EA1990'BASE OF A SAND DUNE COVERED WITH VEGETATION, MOSTLY MYRTLE
 EA1990'BUSHES.
 EA1990
 EA1990                          STATION RECOVERY (1962)
 EA1990
 EA1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1990'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 EA1990'DESCRIPTION FOLLOWS--
 EA1990'
 EA1990'STATION IS LOCATED ON A VERY LOW POINT OF LAND ON THE SOUND
 EA1990'SIDE OF BOGUE BANKS AND IS ABOUT 3 MILES WEST OF SALTER PATH.
 EA1990'
 EA1990'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTES
 EA1990'NO. 1193 AND 1201 NEAR THE SALTER PATH METHODIST CHURCH GO
 EA1990'WEST ON COUNTY ROUTE NO. 1201 FOR 4.5 MILES TO
 EA1990'T-JUNCTION.  TURN RIGHT AT EMERALD ISLE DEVELOPMENT CO. OFFICE
 EA1990'FOR ABOUT 0.1 MILE TO END OF STREET NEAR THE SOUND AND END
 EA1990'OF TRUCK TRAVEL.  PACK TO SOUND THEN TURN LEFT AND PACK WEST
 EA1990'ALONG SHORE FOR ABOUT 1/4 MILE TO POINT AND STATION AS
 EA1990'DESCRIBED.  NOTE--AT HIGH TIDE POINT OF LAND AND STATION MAY
 EA1990'BE UNDER WATER.
 EA1990'
 EA1990'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF AN
 EA1990'8 INCH TILE FILLED WITH CONCRETE THAT IS ABOUT 17 FEET SOUTH
 EA1990'OF THE NORTH SHORE AT LOW WATER AND ABOUT 5 FEET SOUTHWEST OF
 EA1990'WITNESS POST WITH METAL SIGN.  THE MARK IS ABOUT FLUSH.  THE
 EA1990'DISK IS STAMPED BANK 1908.
 EA1990'
 EA1990'REFERENCE MARK NO. 3 IS MARKED BY A STANDARD DISK CLAMPED ONTO
 EA1990'THE TOP OF A 5/8 INCH COPPER WELD ROD DRIVEN TO A DEPTH OF 24
 EA1990'FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE.  THE
 EA1990'DISK IS STAMPED BANK NO 3 1962.
 EA1990'
 EA1990'REFERENCE MARK NO. 4 IS MARKED BY A STANDARD DISK CLAMPED
 EA1990'ONTO THE TOP OF A 5/8 INCH COPPER WELD ROD DRIVEN TO A DEPTH
 EA1990'OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED
 EA1990'PIPE AND PROJECT ABOUT 10 INCHES.  THE DISK IS STAMPED BANK
 EA1990'NO 4 1962.
 EA1990
 EA1990                          STATION RECOVERY (1965)
 EA1990
 EA1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1990'STATION MARK, R.M. NO. 3 AND R.M. NO. 4 WERE RECOVERED IN
 EA1990'GOOD CONDITION.  THE DISTANCES AND STAMPINGS WERE VERIFIED.
 EA1990'
 EA1990'THE STATION MARK AND R.M.S ARE COVERED AT HIGH WATER.  THE
 EA1990'STATION PROJECTS 3 INCHES ABOVE THE GROUND.
 EA1990'
 EA1990'R.M. NO. 3 AND R.M. NO. 4 ARE FLUSH WITH THE TOP OF MARSH GRASS.
 EA1990'
 EA1990'THE RECOVERY NOTE BY S.C.M. IN 1962 IS ADEQUATE WITH THE
 EA1990'FOLLOWING ADDITIONS--
 EA1990'
 EA1990'THE STATION IS 17.5 FEET SOUTH OF APPARENT SHORE LINE.
 EA1990'
 EA1990'COUNTY ROUTE 1201 IS NOW CHANGED TO COUNTY ROUTE 1216.
 EA1990
 EA1990                          STATION RECOVERY (1974)
 EA1990
 EA1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA1990'STATION MARK, R.M. 3 AND R.M. 4 RECOVERED IN GOOD CONDITION
 EA1990'AS DESCRIBED BY S.C.M. IN 1962 WITH THE FOLLOWING CORRECTIONS--
 EA1990'
 EA1990'COUNTY ROUTE 1201 IS NOW 1216.
 EA1990'
 EA1990'TO REACH STATION SHOULD BE CHANGED TO ...TO T-JUNCTION,
 EA1990'CONTINUE STRAIGHT AHEAD AND GO THROUGH MOBILE TRAILER SITE TO
 EA1990'TRAILER SITE 26A ON SOUND SIDE OF BOGUE BANKS, GO BEHIND
 EA1990'TRAILER TO WATER AND STATION AS DESCRIBED.
 EA1990
 EA1990                          STATION RECOVERY (1976)
 EA1990
 EA1990'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (MS)
 EA1990'BANK 1946 RECOVERED GOOD.  3 NORTH OF PRESENT SHORE LINE RM. NOT
 EA1990'SEARCHED FOR.
 EA1990'
 EA1990'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI W OF SALTER PATH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI0236 ***********************************************************************
 DI0236  DESIGNATION -  BANK RESET
 DI0236  PID         -  DI0236
 DI0236  STATE/COUNTY-  NC/STANLY
 DI0236  USGS QUAD   -  ALBEMARLE (1993)
 DI0236
 DI0236                         *CURRENT SURVEY CONTROL
 DI0236  ___________________________________________________________________
 DI0236* NAD 83(2001)-  35 21 01.61911(N)    080 11 58.12980(W)     ADJUSTED  
 DI0236* NAVD 88     -       148.87   (meters)     488.4    (feet)  LEVELING  
 DI0236  ___________________________________________________________________
 DI0236  X           -     886,518.961 (meters)                     COMP
 DI0236  Y           -  -5,132,119.935 (meters)                     COMP
 DI0236  Z           -   3,669,715.898 (meters)                     COMP
 DI0236  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DI0236  ELLIP HEIGHT-         118.524 (meters)          (06/07/06) ADJUSTED
 DI0236  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 DI0236  HORZ ORDER  -  B
 DI0236  VERT ORDER  -  THIRD ?
 DI0236  ELLP ORDER  -  FOURTH    CLASS II
 DI0236
 DI0236.The horizontal coordinates were established by GPS observations
 DI0236.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2006.
 DI0236
 DI0236.The orthometric height was determined by differential leveling.
 DI0236.The vertical network tie was performed by a horz. field party for horz.
 DI0236.obs reductions. Reset procedures were used to establish the elevation.
 DI0236
 DI0236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0236
 DI0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0236
 DI0236.The ellipsoidal height was determined by GPS observations
 DI0236.and is referenced to NAD 83.
 DI0236
 DI0236.The geoid height was determined by GEOID03.
 DI0236
 DI0236;                    North         East     Units Scale Factor Converg.
 DI0236;SPC NC       -   178,196.611   500,588.124   MT  0.99987407   -0 41 32.3
 DI0236;SPC NC       -   584,633.38  1,642,346.20   sFT  0.99987407   -0 41 32.3
 DI0236;UTM  17      - 3,912,201.737   572,736.704   MT  0.99966520   +0 27 47.5
 DI0236
 DI0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0236!SPC NC       -   0.99998140  x   0.99987407  =   0.99985547
 DI0236!UTM  17      -   0.99998140  x   0.99966520  =   0.99964660
 DI0236
 DI0236                          SUPERSEDED SURVEY CONTROL
 DI0236
 DI0236  NAD 83(1986)-  35 21 01.63284(N)    080 11 58.13922(W) AD(       ) 1
 DI0236
 DI0236.Superseded values are not recommended for survey control.
 DI0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0236.See file dsdata.txt to determine how the superseded data were derived.
 DI0236
 DI0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7273712202(NAD 83)
 DI0236_MARKER: DE = TRAVERSE STATION DISK
 DI0236_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI0236_SP_SET: SIDEWALK
 DI0236_STAMPING: BANK 1974
 DI0236_MARK LOGO: NCGS  
 DI0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0236+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0236
 DI0236  HISTORY     - Date     Condition        Report By
 DI0236  HISTORY     - 2005     MONUMENTED       LOCSUR
 DI0236
 DI0236                          STATION DESCRIPTION
 DI0236
 DI0236'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (MDB)
 DI0236'A LOCAL SURVEYOR STATED THAT THE CITY HAS REPLACED THE SIDEWALK AND
 DI0236'MOVED THE MARK FROM ITS ORIGINAL POSITION. NEW DISTANCES TO REFERENCES
 DI0236'FOUND IN ORIGINAL DESCRIPTION PLACE THE MARK ABOUT 0.8-FEET NORTHWEST
 DI0236'OF THE ORIGINAL POSITION.  HOWEVER NEW LEVLING PROVED THE ELEVATION TO
 DI0236'BE THE SAME AS PUBLISHED. UPDATED DISTANCES TO OLD REFERENCES---MARK
 DI0236'IS 4.2 FT (1.3 M) EAST OF THE WEST EDGE OF EAST CURB OF FIRST STREET,
 DI0236'11.8 FT (3.6 M) NORTH OF THE SOUTH EDGE OF NORTH STREET, 4.2 FT (1.3
 DI0236'M) SOUTHEAST OF TOP OF FIRE HYDRANT, 7.8 FT (2.4 M) WEST-SOUTHWEST OF
 DI0236'SOUTHWEST CORNER OF BANK AND 47.4 FT (14.4 M) NORTHEAST OF CENTER OF
 DI0236'MANHOLE WHICH IS IN CENTER OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0068 ***********************************************************************
 EA0068  DESIGNATION -  BANK RM 1
 EA0068  PID         -  EA0068
 EA0068  STATE/COUNTY-  NC/CARTERET
 EA0068  USGS QUAD   -  STYRON BAY (1971)
 EA0068
 EA0068                         *CURRENT SURVEY CONTROL
 EA0068  ___________________________________________________________________
 EA0068* NAD 83(1986)-  34 50 28.     (N)    076 19 58.     (W)     SCALED    
 EA0068* NAVD 88     -         0.403  (meters)       1.32   (feet)  ADJUSTED  
 EA0068  ___________________________________________________________________
 EA0068  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0068  DYNAMIC HT  -           0.403 (meters)       1.32  (feet)  COMP
 EA0068  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 EA0068
 EA0068  VERT ORDER  -  SECOND    CLASS 0
 EA0068
 EA0068.The horizontal coordinates were scaled from a topographic map and have
 EA0068.an estimated accuracy of +/- 6 seconds.
 EA0068
 EA0068.The orthometric height was determined by differential leveling
 EA0068.and adjusted in June 1991.
 EA0068
 EA0068.The geoid height was determined by GEOID03.
 EA0068
 EA0068.The dynamic height is computed by dividing the NAVD 88
 EA0068.geopotential number by the normal gravity value computed on the
 EA0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0068.degrees latitude (g = 980.6199 gals.).
 EA0068
 EA0068.The modeled gravity was interpolated from observed gravity values.
 EA0068
 EA0068;                    North         East    Units  Estimated Accuracy
 EA0068;SPC NC       -   124,310.      853,500.      MT  (+/- 180 meters Scaled)
 EA0068
 EA0068                          SUPERSEDED SURVEY CONTROL
 EA0068
 EA0068  NGVD 29 (??/??/92)    0.747  (m)            2.45   (f) ADJ UNCH    2 0
 EA0068
 EA0068.Superseded values are not recommended for survey control.
 EA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0068.See file dsdata.txt to determine how the superseded data were derived.
 EA0068
 EA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD781562(NAD 83)
 EA0068_MARKER: DR = REFERENCE MARK DISK
 EA0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0068_STAMPING: NO 1 1933
 EA0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0068+STABILITY: SURFACE MOTION
 EA0068
 EA0068  HISTORY     - Date     Condition        Report By
 EA0068  HISTORY     - 1933     MONUMENTED       CGS
 EA0068  HISTORY     - 1960     GOOD             NGS
 EA0068
 EA0068                          STATION DESCRIPTION
 EA0068
 EA0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0068'18.7 MI NE FROM CAPE LOOKOUT.
 EA0068'80.90 FEET WEST OF TRIANGULATION STATION BANK, DESCRIBED, ABOUT
 EA0068'25 YARDS SOUTHEAST OF NORTHWEST EDGE OF BANKS AND SET IN THE TOP
 EA0068'OF A CONCRETE FILLED 8-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0070 ***********************************************************************
 EA0070  DESIGNATION -  BANK RM 2
 EA0070  PID         -  EA0070
 EA0070  STATE/COUNTY-  NC/CARTERET
 EA0070  USGS QUAD   -  STYRON BAY (1971)
 EA0070
 EA0070                         *CURRENT SURVEY CONTROL
 EA0070  ___________________________________________________________________
 EA0070* NAD 83(1986)-  34 50 28.     (N)    076 19 58.     (W)     SCALED    
 EA0070* NAVD 88     -         0.452  (meters)       1.48   (feet)  ADJUSTED  
 EA0070  ___________________________________________________________________
 EA0070  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA0070  DYNAMIC HT  -           0.451 (meters)       1.48  (feet)  COMP
 EA0070  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 EA0070
 EA0070  VERT ORDER  -  SECOND    CLASS 0
 EA0070
 EA0070.The horizontal coordinates were scaled from a topographic map and have
 EA0070.an estimated accuracy of +/- 6 seconds.
 EA0070
 EA0070.The orthometric height was determined by differential leveling
 EA0070.and adjusted in June 1991.
 EA0070
 EA0070.The geoid height was determined by GEOID03.
 EA0070
 EA0070.The dynamic height is computed by dividing the NAVD 88
 EA0070.geopotential number by the normal gravity value computed on the
 EA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0070.degrees latitude (g = 980.6199 gals.).
 EA0070
 EA0070.The modeled gravity was interpolated from observed gravity values.
 EA0070
 EA0070;                    North         East    Units  Estimated Accuracy
 EA0070;SPC NC       -   124,310.      853,500.      MT  (+/- 180 meters Scaled)
 EA0070
 EA0070                          SUPERSEDED SURVEY CONTROL
 EA0070
 EA0070  NGVD 29 (??/??/92)    0.796  (m)            2.61   (f) ADJ UNCH    2 0
 EA0070
 EA0070.Superseded values are not recommended for survey control.
 EA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0070.See file dsdata.txt to determine how the superseded data were derived.
 EA0070
 EA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD781562(NAD 83)
 EA0070_MARKER: DR = REFERENCE MARK DISK
 EA0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0070_STAMPING: NO 2 1933
 EA0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0070+STABILITY: SURFACE MOTION
 EA0070
 EA0070  HISTORY     - Date     Condition        Report By
 EA0070  HISTORY     - 1933     MONUMENTED       CGS
 EA0070  HISTORY     - 1960     GOOD             NGS
 EA0070
 EA0070                          STATION DESCRIPTION
 EA0070
 EA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EA0070'18.7 MI NE FROM CAPE LOOKOUT.
 EA0070'100.44 FEET NORTH-NORTHEAST OF TRIANGULATION STATION BANK, DESCRIBED
 EA0070'ABOUT 20 YARDS SOUTHEAST OF NORTHWEST EDGE OF BANKS, AND IS A
 EA0070'DISK SET IN A CONCRETE FILLED 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3835 ***********************************************************************
 FX3835  DESIGNATION -  BANKED
 FX3835  PID         -  FX3835
 FX3835  STATE/COUNTY-  NC/GATES
 FX3835  USGS QUAD   -  MERCHANTS MILLPOND (1981)
 FX3835
 FX3835                         *CURRENT SURVEY CONTROL
 FX3835  ___________________________________________________________________
 FX3835* NAD 83(2001)-  36 28 18.39416(N)    076 42 22.43132(W)     ADJUSTED  
 FX3835* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 FX3835  ___________________________________________________________________
 FX3835  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FX3835  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 FX3835  HORZ ORDER  -  SECOND
 FX3835
 FX3835.The horizontal coordinates were established by classical geodetic methods
 FX3835.and adjusted by the National Geodetic Survey in August 2005.
 FX3835
 FX3835.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3835
 FX3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3835
 FX3835.The geoid height was determined by GEOID03.
 FX3835
 FX3835;                    North         East     Units Scale Factor Converg.
 FX3835;SPC NC       -   304,326.973   815,179.225   MT  1.00009946   +1 19 26.0
 FX3835;SPC NC       -   998,446.08  2,674,467.17   sFT  1.00009946   +1 19 26.0
 FX3835;UTM  18      - 4,037,630.595   347,135.914   MT  0.99988790   -1 00 51.9
 FX3835
 FX3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3835!SPC NC       -   1.00000372  x   1.00009946  =   1.00010318
 FX3835!UTM  18      -   1.00000372  x   0.99988790  =   0.99989162
 FX3835
 FX3835:                Primary Azimuth Mark                     Grid Az
 FX3835:SPC NC       -  CURVE                                    326 20 01.7
 FX3835:UTM  18      -  CURVE                                    328 40 19.6
 FX3835
 FX3835|---------------------------------------------------------------------|
 FX3835| PID    Reference Object                     Distance      Geod. Az  |
 FX3835|                                                           dddmmss.s |
 FX3835| FX3834 CURVE                               APPROX. 0.6 KM 3273927.7 |
 FX3835|---------------------------------------------------------------------|
 FX3835
 FX3835                          SUPERSEDED SURVEY CONTROL
 FX3835
 FX3835  NAD 83(1993)-  36 28 18.39328(N)    076 42 22.43580(W) AD(       ) 2
 FX3835  NAD 83(1986)-  36 28 18.40569(N)    076 42 22.45390(W) AD(       ) 2
 FX3835  NAD 27      -  36 28 17.85087(N)    076 42 23.61514(W) AD(       ) 2
 FX3835  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG    3  
 FX3835
 FX3835.Superseded values are not recommended for survey control.
 FX3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3835.See file dsdata.txt to determine how the superseded data were derived.
 FX3835
 FX3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4713637631(NAD 83)
 FX3835_MARKER: DE = TRAVERSE STATION DISK
 FX3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX3835_STAMPING: BANKED 1973
 FX3835_MARK LOGO: NCGS  
 FX3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3835+STABILITY: SURFACE MOTION
 FX3835
 FX3835  HISTORY     - Date     Condition        Report By
 FX3835  HISTORY     - 1973     MONUMENTED       NCGS
 FX3835  HISTORY     - 1980     GOOD             NCGS
 FX3835
 FX3835                          STATION DESCRIPTION
 FX3835
 FX3835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX3835'BANKED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX3835'VICINITY OF GATES, NORTH CAROLINA.
 FX3835'
 FX3835'BANKED IS LOCATED APPROXIMATELY 4.2 MILES ESE OF GATES, AND 5.3 MILES
 FX3835'NNE OF GATESVILLE.  TO REACH STATION FROM THE INTERSECTION OF US 158
 FX3835'WITH SR 1300 NORTH AND SR 1403 SOUTH (AT EASONS CROSSROADS)4 MILES
 FX3835'NE OF GATESVILLE, PROCEED NORTH ALONG SR 1300 FOR 1.55 MILES TO
 FX3835'STATION ON RIGHT SHOULDER OF FIRST CURVE, 0.65 MILES SSE OF
 FX3835'INTERSECTION WITH SR 1314.
 FX3835'
 FX3835'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANKED
 FX3835'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 FX3835'INCHES BELOW THE SURFACE OF THE GROUND.
 FX3835'
 FX3835'MARK IS
 FX3835'12.8 FEET ENE OF C/L OF SR 1300.
 FX3835'36.7 FEET SW OF 7 INCHES PINE W/ALUMINUM REF. TAG.
 FX3835'33.6 FEET WNW OF 8 INCH PINE W/ALUMINUM REF. TAG.
 FX3835'275.5 FEET SSE OF SOUTH END OF CULVERT OF WOODS ROAD LEADING
 FX3835'EAST.
 FX3835
 FX3835                          STATION RECOVERY (1980)
 FX3835
 FX3835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX3835'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1119 ***********************************************************************
 EA1119  DESIGNATION -  BANKS
 EA1119  PID         -  EA1119
 EA1119  STATE/COUNTY-  NC/ONSLOW
 EA1119  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA1119
 EA1119                         *CURRENT SURVEY CONTROL
 EA1119  ___________________________________________________________________
 EA1119* NAD 83(2001)-  34 40 27.47639(N)    077 28 09.26188(W)     ADJUSTED  
 EA1119* NAVD 88     -        18.551  (meters)      60.86   (feet)  ADJUSTED  
 EA1119  ___________________________________________________________________
 EA1119  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EA1119  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA1119  DYNAMIC HT  -          18.533 (meters)      60.80  (feet)  COMP
 EA1119  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 EA1119
 EA1119  HORZ ORDER  -  SECOND
 EA1119  VERT ORDER  -  SECOND    CLASS II
 EA1119
 EA1119.The horizontal coordinates were established by classical geodetic methods
 EA1119.and adjusted by the National Geodetic Survey in August 2005.
 EA1119
 EA1119.The orthometric height was determined by differential leveling
 EA1119.and adjusted in June 1991.
 EA1119
 EA1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1119
 EA1119.The geoid height was determined by GEOID03.
 EA1119
 EA1119.The dynamic height is computed by dividing the NAVD 88
 EA1119.geopotential number by the normal gravity value computed on the
 EA1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1119.degrees latitude (g = 980.6199 gals.).
 EA1119
 EA1119.The modeled gravity was interpolated from observed gravity values.
 EA1119
 EA1119;                    North         East     Units Scale Factor Converg.
 EA1119;SPC NC       -   103,615.321   749,876.643   MT  0.99992303   +0 53 00.6
 EA1119;SPC NC       -   339,944.60  2,460,220.29   sFT  0.99992303   +0 53 00.6
 EA1119;UTM  18      - 3,839,699.478   273,763.742   MT  1.00023090   -1 24 19.3
 EA1119
 EA1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1119!SPC NC       -   1.00000292  x   0.99992303  =   0.99992595
 EA1119!UTM  18      -   1.00000292  x   1.00023090  =   1.00023382
 EA1119
 EA1119:                Primary Azimuth Mark                     Grid Az
 EA1119:SPC NC       -  FIREHOUSE                                202 51 08.7
 EA1119:UTM  18      -  FIREHOUSE                                205 08 28.6
 EA1119
 EA1119|---------------------------------------------------------------------|
 EA1119| PID    Reference Object                     Distance      Geod. Az  |
 EA1119|                                                           dddmmss.s |
 EA1119| EA1010 FIREHOUSE                           APPROX. 0.6 KM 2034409.3 |
 EA1119| EA0993 CROSSING                            246.190 METERS 35718     |
 EA1119|---------------------------------------------------------------------|
 EA1119
 EA1119                          SUPERSEDED SURVEY CONTROL
 EA1119
 EA1119  NAD 83(1986)-  34 40 27.48920(N)    077 28 09.27169(W) AD(       ) 2
 EA1119  NAD 27      -  34 40 26.89717(N)    077 28 10.39984(W) AD(       ) 2
 EA1119  NGVD 29 (??/??/92)   18.869  (m)           61.91   (f) ADJ UNCH    2 2
 EA1119
 EA1119.Superseded values are not recommended for survey control.
 EA1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1119.See file dsdata.txt to determine how the superseded data were derived.
 EA1119
 EA1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7376439699(NAD 83)
 EA1119_MARKER: DD = SURVEY DISK
 EA1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1119_STAMPING: BANKS 1974
 EA1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1119+STABILITY: SURFACE MOTION
 EA1119
 EA1119  HISTORY     - Date     Condition        Report By
 EA1119  HISTORY     - 1974     MONUMENTED       NCGS
 EA1119  HISTORY     - 1974     GOOD             NCGS
 EA1119  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA1119
 EA1119                          STATION DESCRIPTION
 EA1119
 EA1119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1119'BANKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1119'THE VICINITY OF VERONA, NORTH CAROLINA.
 EA1119'
 EA1119'BANKS IS LOCATED APPROXIMATELY 0.4 MILE NORTH OF VERONA AND 5.7
 EA1119'MILES SSW OF JACKSONVILLE.  TO REACH STATION FROM INTERSECTION OF
 EA1119'U.S. 17 WITH U.S. 258, PROCEED SOUTHERLY ALONG U.S. 17 FOR 6.0
 EA1119'MILES STATION ON LEFT NEAR A SPEED LIMIT SIGN POST, 0.35 MILE NORTH
 EA1119'OF INTERSECTION WITH SR 1121 AT VERONA, AND 0.25 MILE SOUTH OF
 EA1119'A RAILROAD CROSSING.
 EA1119'
 EA1119'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1119'BANKS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1119'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1119'
 EA1119'MARK IS 35.7 FT E OF C/L OF U.S. 17.
 EA1119'
 EA1119'12.2 FT SW OF 4 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EA1119'
 EA1119'20.0 FT S OF SPEED LIMIT SIGN POST WITH ALUMINUM REF. TAG.
 EA1119'
 EA1119'93.0 FT N OF PP 121 WITH ALUMINUM REF. TAG.
 EA1119
 EA1119                          STATION RECOVERY (1974)
 EA1119
 EA1119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA1119'0.4 MI N FROM VERONA.
 EA1119'TO REACH STATION FROM INTERSECTION OF US 17 WITH US 258 WEST OF
 EA1119'JACKSONVILLE, PROCEED SOUTHERLY ALONG US 17 FOR 6.0 MILES TO STATION
 EA1119'ON LEFT NEAR A SPEED LIMIT SIGN POST, 0.35 MILE NORTH OF INTERSECTION
 EA1119'WITH SR 1121 AT VERONA, AND 0.25 MILE SOUTH OF A RAILROAD CROSSING.
 EA1119'35.7 FT. EAST OF C/L OF US 17, 12.2 FT. SW OF 4 INCH OAK TREE WITH
 EA1119'ALUMINUM REF. TAG, 20.0 FT. SOUTH OF SPEED LIMIT SIGN POST WITH
 EA1119'ALUMINUM REF. TAG, AND 93.0 FT. NORTH OF PP NO. 121 WITH ALUMINUM REF.
 EA1119'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE
 EA1119'GROUND.
 EA1119
 EA1119                          STATION RECOVERY (1984)
 EA1119
 EA1119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA1119'INSTRUMENT SEARCH PERFORMED, MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3036 ***********************************************************************
 FB3036  DESIGNATION -  BANKS
 FB3036  PID         -  FB3036
 FB3036  STATE/COUNTY-  NC/HENDERSON
 FB3036  USGS QUAD   -  HORSE SHOE (1991)
 FB3036
 FB3036                         *CURRENT SURVEY CONTROL
 FB3036  ___________________________________________________________________
 FB3036* NAD 83(2001)-  35 20 36.06313(N)    082 33 18.38231(W)     ADJUSTED  
 FB3036* NAVD 88     -       635.46   (+/-2cm)    2084.8    (feet)  VERTCON   
 FB3036  ___________________________________________________________________
 FB3036  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 FB3036  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FB3036  HORZ ORDER  -  SECOND
 FB3036  VERT ORDER  -  THIRD ? (See Below)
 FB3036
 FB3036.The horizontal coordinates were established by classical geodetic methods
 FB3036.and adjusted by the National Geodetic Survey in August 2005.
 FB3036
 FB3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3036.The vertical order pertains to the NGVD 29 superseded value.
 FB3036
 FB3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3036
 FB3036.The geoid height was determined by GEOID03.
 FB3036
 FB3036;                    North         East     Units Scale Factor Converg.
 FB3036;SPC NC       -   182,536.042   286,533.403   MT  0.99987386   -2 03 06.8
 FB3036;SPC NC       -   598,870.33    940,068.34   sFT  0.99987386   -2 03 06.8
 FB3036;UTM  17      - 3,912,230.003   358,683.514   MT  0.99984611   -0 53 59.1
 FB3036
 FB3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3036!SPC NC       -   0.99990502  x   0.99987386  =   0.99977889
 FB3036!UTM  17      -   0.99990502  x   0.99984611  =   0.99975114
 FB3036
 FB3036|---------------------------------------------------------------------|
 FB3036| PID    Reference Object                     Distance      Geod. Az  |
 FB3036|                                                           dddmmss.s |
 FB3036| FB3039 HORSE                               298.514 METERS 25115     |
 FB3036| FB3038 LAUGHTER                            APPROX. 2.1 KM 3524519.1 |
 FB3036|---------------------------------------------------------------------|
 FB3036
 FB3036                          SUPERSEDED SURVEY CONTROL
 FB3036
 FB3036  NAD 83(1995)-  35 20 36.06530(N)    082 33 18.38068(W) AD(       ) 2
 FB3036  NAD 83(1986)-  35 20 36.06570(N)    082 33 18.38099(W) AD(       ) 2
 FB3036  NAD 27      -  35 20 35.65087(N)    082 33 18.93774(W) AD(       ) 2
 FB3036  NGVD 29 (07/19/86)  635.51   (m)         2085.0    (f) LEVELING    3  
 FB3036
 FB3036.Superseded values are not recommended for survey control.
 FB3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3036.See file dsdata.txt to determine how the superseded data were derived.
 FB3036
 FB3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5868412230(NAD 83)
 FB3036_MARKER: DE = TRAVERSE STATION DISK
 FB3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3036_STAMPING: BANKS 1975
 FB3036_MARK LOGO: NCGS  
 FB3036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3036+STABILITY: SURFACE MOTION
 FB3036
 FB3036  HISTORY     - Date     Condition        Report By
 FB3036  HISTORY     - 1975     MONUMENTED       NCGS
 FB3036  HISTORY     - 19880720 SEE DESCRIPTION  NCGS
 FB3036  HISTORY     - 19970319 SEE DESCRIPTION  NCGS
 FB3036
 FB3036                          STATION DESCRIPTION
 FB3036
 FB3036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3036'THE STATION IS LOCATED 5.6 MILES WEST-NORTHWEST OF HENDERSONVILLE.
 FB3036'
 FB3036'THE STATION IS LOCATED 0.1 MILE EAST ALONG US 64 FROM THE HORSE SHOE
 FB3036'POST OFFICE ON NORTH SIDE OF HIGHWAY IN A GRASSY AREA OWNED BY BANKS
 FB3036'CONSTRUCTION COMPANY.
 FB3036'
 FB3036'STATION MARK IS A STANDARD DISK, STAMPED---BANKS 1975---, SET IN THE
 FB3036'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB3036'SURFACE.  MARK IS 92.1 FEET NORTH OF THE CENTERLINE OF US 64, 68.8
 FB3036'FEET SOUTHEAST OF A GAS PIPELINE POST (PUBLIC SERVICE CO.), 158.1 FEET
 FB3036'SOUTHWEST OF SOUTHWEST CORNER OF METAL BUILDING OF BANKS CONSTRUCTION
 FB3036'COMPANY AND 108.2 FEET EAST OF SOUTHEAST CORNER OF BRICK RESIDENCE.
 FB3036
 FB3036                          STATION RECOVERY (1988)
 FB3036
 FB3036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 FB3036'STATION WAS SEARCHED FOR BUT NOT FOUND. REFERENCES INDICATE STATION TO
 FB3036'BE UNDER AN ASPHALT PARKING LOT.
 FB3036
 FB3036                          STATION RECOVERY (1997)
 FB3036
 FB3036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FB3036'STATION NOT FOUND, BELIEVED DESTROYED BY CONSTRUCTION OF NEW ASPHALT
 FB3036'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4208 ***********************************************************************
 EY4208  DESIGNATION -  BANKS
 EY4208  PID         -  EY4208
 EY4208  STATE/COUNTY-  NC/CRAVEN
 EY4208  USGS QUAD   -  ASKIN (1983)
 EY4208
 EY4208                         *CURRENT SURVEY CONTROL
 EY4208  ___________________________________________________________________
 EY4208* NAD 83(2001)-  35 13 08.88554(N)    077 03 55.40339(W)     ADJUSTED  
 EY4208* NAVD 88     -         5.17   (+/-2cm)      17.0    (feet)  VERTCON   
 EY4208  ___________________________________________________________________
 EY4208  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EY4208  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 EY4208  HORZ ORDER  -  SECOND
 EY4208  VERT ORDER  -  THIRD ? (See Below)
 EY4208
 EY4208.The horizontal coordinates were established by classical geodetic methods
 EY4208.and adjusted by the National Geodetic Survey in August 2005.
 EY4208
 EY4208.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4208.The vertical order pertains to the NGVD 29 superseded value.
 EY4208
 EY4208.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4208
 EY4208.The geoid height was determined by GEOID03.
 EY4208
 EY4208;                    North         East     Units Scale Factor Converg.
 EY4208;SPC NC       -   164,687.033   785,702.558   MT  0.99987275   +1 06 59.8
 EY4208;SPC NC       -   540,310.71  2,577,759.14   sFT  0.99987275   +1 06 59.8
 EY4208;UTM  18      - 3,899,299.185   312,019.850   MT  1.00003550   -1 11 29.3
 EY4208
 EY4208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4208!SPC NC       -   1.00000500  x   0.99987275  =   0.99987775
 EY4208!UTM  18      -   1.00000500  x   1.00003550  =   1.00004050
 EY4208
 EY4208                          SUPERSEDED SURVEY CONTROL
 EY4208
 EY4208  NAD 83(1986)-  35 13 08.89592(N)    077 03 55.41215(W) AD(       ) 2
 EY4208  NGVD 29 (10/26/90)    5.51   (m)           18.1    (f) LEVELING    3  
 EY4208
 EY4208.Superseded values are not recommended for survey control.
 EY4208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4208.See file dsdata.txt to determine how the superseded data were derived.
 EY4208
 EY4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1202099299(NAD 83)
 EY4208_MARKER: DE = TRAVERSE STATION DISK
 EY4208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4208_STAMPING: BANKS 1981
 EY4208_MARK LOGO: NCGS  
 EY4208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4208+STABILITY: SURFACE MOTION
 EY4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4208+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY4208
 EY4208  HISTORY     - Date     Condition        Report By
 EY4208  HISTORY     - 1981     MONUMENTED       NCGS
 EY4208  HISTORY     - 1986     GOOD             USPSQD
 EY4208  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY4208  HISTORY     - 20010529 GOOD             NCGS
 EY4208
 EY4208                          STATION DESCRIPTION
 EY4208
 EY4208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY4208'THE STATION IS LOCATED APPROXIMATELY 7.3 MILES SOUTH-SOUTHEAST OF
 EY4208'VANCEBORO AND 7.7 MILES NORTHWEST OF BRIDGETON, ALONG US 17, 0.1 MILE
 EY4208'SOUTH OF THE INTERSECTION WITH SR 1003 IN ASKIN COMMUNITY, IN HIGHWAY
 EY4208'SHOULDER AT A CULVERT IN SIDE DITCH AND APPROXIMATELY 250 FEET SOUTH
 EY4208'OF SOUTHWEST CORNER OF A BRICK STORE BUILDING.
 EY4208'
 EY4208'STATION MARK IS A STANDARD DISK STAMPED---BANKS 1981---SET IN TOP OF A
 EY4208'10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE.  MARK IS
 EY4208'26.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 10.9 FEET SOUTH OF
 EY4208'NORTHEAST END OF CULVERT, 178.5 FEET SOUTH OF CITGO GAS SIGN, 111.6
 EY4208'FEET ALONG SHOULDER SOUTHEAST OF PROLONGATION OF CENTERLINE DRIVEWAY
 EY4208'TO A TWO STORY FRAME HOUSE ACROSS HIGHWAY AND 3.0 FEET SOUTHWEST OF A
 EY4208'WITNESS POST.
 EY4208
 EY4208                          STATION RECOVERY (1986)
 EY4208
 EY4208'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY4208'RECOVERED IN GOOD CONDITION.
 EY4208
 EY4208                          STATION RECOVERY (1996)
 EY4208
 EY4208'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY4208'MARK NOT FOUND.
 EY4208
 EY4208                          STATION RECOVERY (2001)
 EY4208
 EY4208'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3799 ***********************************************************************
 FB3799  DESIGNATION -  BANKS
 FB3799  PID         -  FB3799
 FB3799  STATE/COUNTY-  NC/YANCEY
 FB3799  USGS QUAD   -  BURNSVILLE (1990)
 FB3799
 FB3799                         *CURRENT SURVEY CONTROL
 FB3799  ___________________________________________________________________
 FB3799* NAD 83(2001)-  35 54 45.32965(N)    082 19 25.12877(W)     ADJUSTED  
 FB3799* NAVD 88     -       843.0    (meters)    2766.     (feet)  VERTCON   
 FB3799  ___________________________________________________________________
 FB3799  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FB3799  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FB3799  HORZ ORDER  -  SECOND
 FB3799
 FB3799.The horizontal coordinates were established by classical geodetic methods
 FB3799.and adjusted by the National Geodetic Survey in August 2005.
 FB3799
 FB3799.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3799
 FB3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3799
 FB3799.The geoid height was determined by GEOID03.
 FB3799
 FB3799;                    North         East     Units Scale Factor Converg.
 FB3799;SPC NC       -   244,923.927   309,672.962   MT  0.99993899   -1 55 05.9
 FB3799;SPC NC       -   803,554.58  1,015,985.38   sFT  0.99993899   -1 55 05.9
 FB3799;UTM  17      - 3,975,062.916   380,568.002   MT  0.99977576   -0 46 35.3
 FB3799
 FB3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3799!SPC NC       -   0.99987245  x   0.99993899  =   0.99981145
 FB3799!UTM  17      -   0.99987245  x   0.99977576  =   0.99964824
 FB3799
 FB3799                          SUPERSEDED SURVEY CONTROL
 FB3799
 FB3799  NAD 83(1995)-  35 54 45.32860(N)    082 19 25.12839(W) AD(       ) 2
 FB3799  NAD 83(1986)-  35 54 45.33881(N)    082 19 25.13520(W) AD(       ) 2
 FB3799  NGVD 29 (02/22/93)  843.0    (m)         2766.     (f) VERT ANG    3  
 FB3799
 FB3799.Superseded values are not recommended for survey control.
 FB3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3799.See file dsdata.txt to determine how the superseded data were derived.
 FB3799
 FB3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8056875063(NAD 83)
 FB3799_MARKER: DE = TRAVERSE STATION DISK
 FB3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3799_SP_SET: CONCRETE POST
 FB3799_STAMPING: BANKS 1982
 FB3799_MARK LOGO: NCGS  
 FB3799_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3799+STABILITY: SURFACE MOTION
 FB3799
 FB3799  HISTORY     - Date     Condition        Report By
 FB3799  HISTORY     - 1982     MONUMENTED       NCGS
 FB3799
 FB3799                          STATION DESCRIPTION
 FB3799
 FB3799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3799'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST-SOUTHWEST OF
 FB3799'BURNSVILLE.
 FB3799'TO REACH THE STATION FROM THE INTERSECTION OF US 19 EAST AND SOUTH
 FB3799'MAIN STREET (AT BURNSVILLE), PROCEED WEST ALONG US 19 EAST FOR 2.3 KM
 FB3799'(1.4 MI) TO THE STATION ON THE LEFT AT THE TOP OF A LARGE CUT ABOUT 50
 FB3799'FT ABOVE THE ROAD, OR 0.15 KM (0.1 MI) WEST OF SR 1438 (CHARLIE BROWN
 FB3799'ROAD).
 FB3799'THE STATION IS A STANDARD NCGS DISK STAMPED---BANKS 1982---, SET INTO
 FB3799'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 15
 FB3799'CM ABOVE GROUND.  LOCATED 39.0 METERS (128 SLOPE FT) SOUTH OF THE
 FB3799'CENTERLINE OF US 19 EAST, 21.2 METERS (69.5 FT) EAST-SOUTHEAST OF A
 FB3799'FENCE POST--AND 6.5 METERS (21.4 FT) NORTHWEST OF A 6-INCH WALNUT, 7.3
 FB3799'METERS (23.8 FT) WEST-NORTHWEST OF A FENCE POST--BOTH WITH REFERENCE
 FB3799'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5294 ***********************************************************************
 FA5294  DESIGNATION -  BANKS
 FA5294  PID         -  FA5294
 FA5294  STATE/COUNTY-  NC/DAVIE
 FA5294  USGS QUAD   -  MOCKSVILLE (1994)
 FA5294
 FA5294                         *CURRENT SURVEY CONTROL
 FA5294  ___________________________________________________________________
 FA5294* NAD 83(2007)-  35 59 50.73187(N)    080 33 18.49128(W)     ADJUSTED  
 FA5294* NAVD 88     -       247.1    (meters)     811.     (feet)  VERTCON   
 FA5294  ___________________________________________________________________
 FA5294  EPOCH DATE  -        2002.00
 FA5294  X           -     847,788.224 (meters)                     COMP
 FA5294  Y           -  -5,096,305.087 (meters)                     COMP
 FA5294  Z           -   3,728,086.579 (meters)                     COMP
 FA5294  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 FA5294  ELLIP HEIGHT-         214.398 (meters)          (02/10/07) ADJUSTED
 FA5294  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 FA5294
 FA5294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5294  Type    PID    Designation                      North   East  Ellip
 FA5294  -------------------------------------------------------------------
 FA5294  NETWORK FA5294 BANKS                             4.41   2.51   8.23
 FA5294  -------------------------------------------------------------------
 FA5294
 FA5294.The horizontal coordinates were established by GPS observations
 FA5294.and adjusted by the National Geodetic Survey in February 2007.
 FA5294
 FA5294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5294.The horizontal coordinates are valid at the epoch date displayed above.
 FA5294.The epoch date for horizontal control is a decimal equivalence
 FA5294.of Year/Month/Day.
 FA5294
 FA5294.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5294
 FA5294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5294
 FA5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5294
 FA5294.The ellipsoidal height was determined by GPS observations
 FA5294.and is referenced to NAD 83.
 FA5294
 FA5294.The geoid height was determined by GEOID03.
 FA5294
 FA5294;                    North         East     Units Scale Factor Converg.
 FA5294;SPC NC       -   250,413.328   469,391.566   MT  0.99995716   -0 53 51.3
 FA5294;SPC NC       -   821,564.39  1,539,995.50   sFT  0.99995716   -0 53 51.3
 FA5294;UTM  17      - 3,983,754.395   540,095.921   MT  0.99961981   +0 15 41.3
 FA5294
 FA5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5294!SPC NC       -   0.99996635  x   0.99995716  =   0.99992351
 FA5294!UTM  17      -   0.99996635  x   0.99961981  =   0.99958617
 FA5294
 FA5294                          SUPERSEDED SURVEY CONTROL
 FA5294
 FA5294  NAD 83(2001)-  35 59 50.73180(N)    080 33 18.49118(W) AD(       ) 1
 FA5294  ELLIP H (03/27/03)  214.399  (m)                       GP(       ) 4 2
 FA5294  NAD 83(1986)-  35 59 50.73993(N)    080 33 18.49815(W) AD(       ) 1
 FA5294  NAD 83(1986)-  35 59 50.73994(N)    080 33 18.49506(W) AD(       ) 2
 FA5294  NGVD 29 (05/20/97)  247.3    (m)          811.     (f) GPS OBS     3  
 FA5294
 FA5294.Superseded values are not recommended for survey control.
 FA5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5294.See file dsdata.txt to determine how the superseded data were derived.
 FA5294
 FA5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4009683754(NAD 83)
 FA5294_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5294_SP_SET: CONCRETE POST
 FA5294_STAMPING: BANKS 1990
 FA5294_MARK LOGO: NCGS  
 FA5294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5294+STABILITY: SURFACE MOTION
 FA5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5294+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FA5294
 FA5294  HISTORY     - Date     Condition        Report By
 FA5294  HISTORY     - 1990     MONUMENTED       NCGS
 FA5294
 FA5294                          STATION DESCRIPTION
 FA5294
 FA5294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5294'STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) SW OF FARMINGTON, AND
 FA5294'6.6 MI (10.6 KM) N OF MOCKSVILLE.
 FA5294'PROCEED ALONG NC 801 FOR 11.03 KM (6.85 MI) WEST FROM THE I-40
 FA5294'UNDERPASS, THENCE SOUTH ALONG SR 1434 (CEDAR CREEK ROAD) FOR 3.3 KM
 FA5294'(2.1 MI) TO THE ENTRANCE TO J.W. BANKS RESIDENCE AND HORSE FARM, OR
 FA5294'0.55 MI (0.89 KM) NORTH OF SR 1435 (PUDDING RIDGE ROAD), ON THE SOUTH
 FA5294'SIDE OF THE DRIVEWAY.
 FA5294'MARK IS ABOUT 4 FEET ABOVE THE PAVED ROAD AND RECESSED 1 INCH BELOW
 FA5294'GROUND.  LOCATED 33.7 M (110.6 FT) WEST OF THE CENTERLINE OF SR 1434
 FA5294'(CEDAR CREEK ROAD), 3.6 M (11.8 FT) SOUTH OF THE CENTERLINE OF THE
 FA5294'GRAVEL ROAD, 28.7 M (94.2 FT) WEST-SOUTHWEST OF THE NORTH END OF THE
 FA5294'DRIVEWAY CULVERT, 1.25 M (4.10 FT) NORTH OF A FENCE--AND 15.9 M
 FA5294'(52.2 FT) WEST OF A POWER POLE, 2.75 M (9.02 FT) EAST-NORTHEAST OF A
 FA5294'FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2850 ***********************************************************************
 FZ2850  DESIGNATION -  BANKS AZ MK
 FZ2850  PID         -  FZ2850
 FZ2850  STATE/COUNTY-  NC/DAVIE
 FZ2850  USGS QUAD   -  FARMINGTON (1994)
 FZ2850
 FZ2850                         *CURRENT SURVEY CONTROL
 FZ2850  ___________________________________________________________________
 FZ2850* NAD 83(2001)-  36 00 05.20870(N)    080 33 15.36809(W)     NO CHECK  
 FZ2850* NAVD 88     -       242.     (meters)     794.     (feet)  VERTCON   
 FZ2850  ___________________________________________________________________
 FZ2850  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FZ2850  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FZ2850  HORZ ORDER  -  SECOND
 FZ2850
 FZ2850.The horizontal coordinates were established by classical geodetic methods
 FZ2850.and adjusted by the National Geodetic Survey in August 2005.
 FZ2850.No horizontal observational check was made to the station.
 FZ2850
 FZ2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2850
 FZ2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2850
 FZ2850.The geoid height was determined by GEOID03.
 FZ2850
 FZ2850;                    North         East     Units Scale Factor Converg.
 FZ2850;SPC NC       -   250,858.233   469,476.763   MT  0.99995808   -0 53 49.5
 FZ2850;SPC NC       -   823,024.05  1,540,275.01   sFT  0.99995808   -0 53 49.5
 FZ2850;UTM  17      - 3,984,200.782   540,172.076   MT  0.99961988   +0 15 43.2
 FZ2850
 FZ2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2850!SPC NC       -   0.99996710  x   0.99995808  =   0.99992519
 FZ2850!UTM  17      -   0.99996710  x   0.99961988  =   0.99958700
 FZ2850
 FZ2850                          SUPERSEDED SURVEY CONTROL
 FZ2850
 FZ2850  NAD 83(1993)-  36 00 05.21678(N)    080 33 15.37197(W) AD(       ) 2
 FZ2850  NAD 83(1986)-  36 00 05.21681(N)    080 33 15.37197(W) AD(       ) 2
 FZ2850  NGVD 29 (06/09/93)  243.     (m)          797.     (f) VERT ANG    3  
 FZ2850
 FZ2850.Superseded values are not recommended for survey control.
 FZ2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2850.See file dsdata.txt to determine how the superseded data were derived.
 FZ2850
 FZ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4017284201(NAD 83)
 FZ2850_MARKER: DZ = AZIMUTH MARK DISK
 FZ2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2850_SP_SET: CONCRETE POST
 FZ2850_STAMPING: BANKS 1990
 FZ2850_MARK LOGO: NCGS  
 FZ2850_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2850+STABILITY: SURFACE MOTION
 FZ2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2850+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ2850
 FZ2850  HISTORY     - Date     Condition        Report By
 FZ2850  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2850
 FZ2850                          STATION DESCRIPTION
 FZ2850
 FZ2850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2850'STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) SW OF FARMINGTON AND
 FZ2850'6.6 MI (10.6 KM) N OF MOCKSVILLE.
 FZ2850'PROCEED ALONG NC 801 FOR 11.03 KM (6.85 MI) WEST FROM THE I-40
 FZ2850'UNDERPASS (AT HILLSDALE), THENCE SOUTH ALONG SR 1434 (CEDAR CREEK
 FZ2850'ROAD) FOR 2.82 KM (1.75 MI) TO STATION, OR 1.37 KM (0.85 MI) NORTH OF
 FZ2850'SR 1435 (PUDDING RIDGE ROAD), IN THE WEST SHOULDER OF THE ROAD.
 FZ2850'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND FLUSH WITH THE GROUND.
 FZ2850'LOCATED 5.4 M (17.7 FT) WEST OF THE CENTERLINE OF SR 1434, 144.4 M
 FZ2850'(473.8 FT) NORTH OF THE NORTH END OF A CULVERT UNDER A DRIVEWAY--AND
 FZ2850'12.0 M (39.4 FT) SOUTH OF A POWER POLE, 11.85 M (38.88 FT) EAST OF A
 FZ2850'10-INCH ELM--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0715 ***********************************************************************
 EA0715  DESIGNATION -  BANKS RESET
 EA0715  PID         -  EA0715
 EA0715  STATE/COUNTY-  NC/ONSLOW
 EA0715  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0715
 EA0715                         *CURRENT SURVEY CONTROL
 EA0715  ___________________________________________________________________
 EA0715* NAD 83(2001)-  34 27 06.60280(N)    077 30 02.93243(W)     ADJUSTED  
 EA0715* NAVD 88     -        10.962  (meters)      35.96   (feet)  ADJUSTED  
 EA0715  ___________________________________________________________________
 EA0715  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EA0715  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EA0715  DYNAMIC HT  -          10.951 (meters)      35.93  (feet)  COMP
 EA0715  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EA0715
 EA0715  HORZ ORDER  -  SECOND
 EA0715  VERT ORDER  -  SECOND    CLASS 0
 EA0715
 EA0715.The horizontal coordinates were established by classical geodetic methods
 EA0715.and adjusted by the National Geodetic Survey in August 2005.
 EA0715
 EA0715.The orthometric height was determined by differential leveling
 EA0715.and adjusted in June 1991.
 EA0715
 EA0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0715
 EA0715.The geoid height was determined by GEOID03.
 EA0715
 EA0715.The dynamic height is computed by dividing the NAVD 88
 EA0715.geopotential number by the normal gravity value computed on the
 EA0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0715.degrees latitude (g = 980.6199 gals.).
 EA0715
 EA0715.The modeled gravity was interpolated from observed gravity values.
 EA0715
 EA0715;                    North         East     Units Scale Factor Converg.
 EA0715;SPC NC       -    78,896.729   747,356.054   MT  0.99996929   +0 51 55.0
 EA0715;SPC NC       -   258,847.02  2,451,950.65   sFT  0.99996929   +0 51 55.0
 EA0715;UTM  18      - 3,815,093.747   270,258.678   MT  1.00025063   -1 24 55.3
 EA0715
 EA0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0715!SPC NC       -   1.00000415  x   0.99996929  =   0.99997344
 EA0715!UTM  18      -   1.00000415  x   1.00025063  =   1.00025478
 EA0715
 EA0715:                Primary Azimuth Mark                     Grid Az
 EA0715:SPC NC       -  BEACON 13                                028 24 24.7
 EA0715:UTM  18      -  BEACON 13                                030 41 15.0
 EA0715
 EA0715|---------------------------------------------------------------------|
 EA0715| PID    Reference Object                     Distance      Geod. Az  |
 EA0715|                                                           dddmmss.s |
 EA0715| EA2468 BEACON 13                           APPROX. 3.5 KM 0291619.7 |
 EA0715| EA0436 PED                                 APPROX. 2.1 KM 0565941.5 |
 EA0715| EA0434 TOWER SIX                           470.942 METERS 0591239.6 |
 EA0715| EA2486 BEACON 25                           APPROX. 2.6 KM 2632628.0 |
 EA0715| EA2514 3 5 43                              APPROX. 1.8 KM 2994017.1 |
 EA0715| EA2513 3 5 25                              APPROX. 1.8 KM 3171057.7 |
 EA0715| EA3185 BANKS RM 1                           10.537 METERS 32930     |
 EA0715| EA2512 3 4 5                               APPROX. 2.0 KM 3394543.0 |
 EA0715| EA2484 BEACON 19                           APPROX. 1.9 KM 3402128.3 |
 EA0715|---------------------------------------------------------------------|
 EA0715
 EA0715                          SUPERSEDED SURVEY CONTROL
 EA0715
 EA0715  NAD 83(1986)-  34 27 06.61596(N)    077 30 02.94534(W) AD(       ) 2
 EA0715  NAD 27      -  34 27 06.01400(N)    077 30 04.06100(W) AD(       ) 2
 EA0715  NGVD 29 (??/??/92)   11.267  (m)           36.97   (f) ADJ UNCH    2 0
 EA0715
 EA0715.Superseded values are not recommended for survey control.
 EA0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0715.See file dsdata.txt to determine how the superseded data were derived.
 EA0715
 EA0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7025915094(NAD 83)
 EA0715_MARKER: DS = TRIANGULATION STATION DISK
 EA0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0715_STAMPING: BANKS 1933 1947
 EA0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0715+STABILITY: SURFACE MOTION
 EA0715
 EA0715  HISTORY     - Date     Condition        Report By
 EA0715  HISTORY     - 1933     MONUMENTED       CGS
 EA0715  HISTORY     - 1942     SEE DESCRIPTION  USE
 EA0715  HISTORY     - 1943     POOR             USE
 EA0715  HISTORY     - 1947     SEE DESCRIPTION  CGS
 EA0715  HISTORY     - 1947     GOOD             CGS
 EA0715  HISTORY     - 1950     GOOD             NGS
 EA0715  HISTORY     - 1962     MARK NOT FOUND   CGS
 EA0715  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA0715  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 EA0715
 EA0715                          STATION DESCRIPTION
 EA0715
 EA0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA0715'THIS STATION IS ON THE SAND DUNES 9-1/2 MILES SW OF NEW RIVER
 EA0715'INLET, 3/4 MILE S OF THE SOUTHWESTERN END OF PERMUDA ISLAND,
 EA0715'1/4 MILE E OF A SHARP BEND IN BANKS CHANNEL, ON THE HIGHEST
 EA0715'AND MOST EASTERLY OF A GROUP OF DUNES BEHIND THE MAIN RIDGE
 EA0715'ALONG THE BEACH, 100 YARDS FROM THE BEACH LINE, 1/4 MILE NE OF
 EA0715'A FISHING SHACK ALONG BEACH.  THIS SAND DUNE IS VERY CONSPICUOUS
 EA0715'FROM THE BEACH FOR A MILE ON EITHER SIDE.
 EA0715'
 EA0715'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EA0715'AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 EA0715'GROUND.  THE MARKS ARE BOTH SET IN 8-INCH TILES AND PROJECT 8
 EA0715'INCHES ABOVE THE SURFACE OF THE GROUND.
 EA0715'
 EA0715'THE REFERENCE MARK IS ON A NEARBY HIGH DUNE.
 EA0715'
 EA0715'HEIGHT OF SIGNAL ABOVE STATION MARK 4 METERS.
 EA0715
 EA0715                          STATION RECOVERY (1942)
 EA0715
 EA0715'RECOVERY NOTE BY US ENGINEERS 1942
 EA0715'STATION IN DANGER OF DESTRUCTION FROM WIND EROSION.  REFERENCE
 EA0715'MARK IN GOOD CONDITION.
 EA0715
 EA0715                          STATION RECOVERY (1943)
 EA0715
 EA0715'RECOVERY NOTE BY US ENGINEERS 1943 (CES)
 EA0715'LETTER OF CAPT. CHARLES E. SWING, ANTIAIRCRAFT RECORD SECTION,
 EA0715'ANTIAIRCRAFT ARTILLERY SCHOOL, CAMP DAVIS, NORTH CAROLINA, DATED
 EA0715'4/12/43--
 EA0715'
 EA0715'THERE HAS BEEN CONSIDERABLE EROSION AND SHIFTING OF SAND ON
 EA0715'THE DUNE WHERE THE STATION IS LOCATED.  VERY RECENTLY THE
 EA0715'STATION WAS FOUND IN VERY POOR CONDITION WITH ALL THE SUPPORTING
 EA0715'SAND WASHED AWAY.  THE CONCRETE-FILLED TILE HAS SHIFTED SOMEWHAT
 EA0715'FROM ITS ORIGINAL LOCATION.  THE STATION WAS RELOCATED FROM
 EA0715'THE REFERENCE MARK, WHICH IS IN FAIRLY GOOD CONDITION, AND A
 EA0715'BOX WAS BUILT AND THEN FILLED WITH SAND TO RETAIN THE TILE IN
 EA0715'PLACE.
 EA0715
 EA0715                          STATION RECOVERY (1947)
 EA0715
 EA0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA0715'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EA0715'TO BE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EA0715'
 EA0715'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF NEW RIVER INLET
 EA0715'AND 3 MILES NORTHEAST OF SEARS LANDING ON TOPSAIL ISLAND.  IT
 EA0715'IS ON A VERY HIGH SAND DUNE JUST AT THE CURVE OF THE MAIN ROAD
 EA0715'WHICH RUNS THE LENGTH OF THE ISLAND.  THE DISK IS IN A 6 IN TILE
 EA0715'WHICH PROJECTS ABOUT 8 IN AND IS STAMPED BANKS 1933. 1947.
 EA0715'
 EA0715'REFERENCE MARK NO. 1 IS 34.57 FEET NORTHWEST OF THE STATION.  THE
 EA0715'DISK IS IN THE TOP OF A 6 IN TILE WHICH PROJECTS ABOUT 8 IN AND IS
 EA0715'STAMPED BANKS 1933.
 EA0715'
 EA0715'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO
 EA0715'SOUTHEAST TOWARD THE OCEAN FOR 0.5 MILE, TURN LEFT AND GO 3.2
 EA0715'MILES TO A CURVE IN THE ROAD AROUND A HIGH SAND DUNE AND THE
 EA0715'STATION AS DESCRIBED.
 EA0715'
 EA0715'AN ELEVATION HAS BEEN DETERMINED.
 EA0715'
 EA0715'A TRAVERSE CONNECTION MADE TO TOWER SIX, DISTANCE FOUND TO BE
 EA0715'471.242 METERS.
 EA0715
 EA0715                          STATION RECOVERY (1947)
 EA0715
 EA0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EA0715'8.4 MI NE FROM HOLLYRIDGE.
 EA0715'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0715'STATION AT HOLLYRIDGE, THENCE 3.1 MILES NORTHEAST ALONG THE SAND
 EA0715'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW
 EA0715'RIVER INLET, 0.3 MILE SOUTHWEST OF U.S. NAVY TEST RANGE TOWER NO.
 EA0715'6 AND MILEPOST NO. 10, ON THE PEAK OF THE TOP OF THE
 EA0715'NORTHWEST-SOUTHEAST RIDGE OF SAND DUNES (THIS IS THE HIGHEST AND
 EA0715'MOST PROMINENT DUNE PEAK IN THE VICINITY), APPROXIMATELY 300.0
 EA0715'FEET SOUTHEAST OF POINT WHERE THE NORTH-SOUTH DIRT ROAD AND
 EA0715'TELEPHONE LINE LEADING NORTH ACROSS THE MARSH JOIN THE SAND AREA
 EA0715'AND THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST DUNE RIDGE, 83.5
 EA0715'FEET NORTHWEST OF THE CENTERLINE OF THE MARL COVERED ROAD MEASURED
 EA0715'FROM A POINT AT THE CENTER OF 30-FOOT CUT THROUGH THE SAND RIDGE,
 EA0715'1.5 FOOT SOUTHWEST OF A WHITE PAINTED REFERENCE POST, IN THE TOP
 EA0715'OF CONCRETE POURED INTO AN 8-INCH TILE WHICH PROJECTS 0.6 FOOT ABOVE
 EA0715'THE GROUND.
 EA0715
 EA0715                          STATION RECOVERY (1950)
 EA0715
 EA0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EA0715'RECOVERED IN GOOD CONDITION.
 EA0715
 EA0715                          STATION RECOVERY (1962)
 EA0715
 EA0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA0715'THIS STATION HAS BEEN DESTROYED.  A CONCRETE FILLED TILE WAS
 EA0715'FOUND BUT THE TOP HAD BEEN BROKEN OFF AND THE DISK WAS GONE.  A
 EA0715'HOLE WAS DUG DOWN BESIDE THE TILE AND A SEARCH WAS MADE FOR AN
 EA0715'UNDERGROUND MARK.  NO UNDERGROUND MARK WAS FOUND SO IT WAS
 EA0715'ASSUMED THAT THIS MARK WAS A FORMER REFERENCE MARK.  A LARGE
 EA0715'PORTION OF THE SAND DUNE HAS BEEN BLOWN AWAY SO THIS STATION
 EA0715'CAN BE CONSIDERED AS LOST.
 EA0715
 EA0715                          STATION RECOVERY (1964)
 EA0715
 EA0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA0715'LOST.  A THOROUGH SEARCH WAS MADE IN THE AREA BUT THE STATION
 EA0715'COULD NOT BE FOUND.  THE STATION MAY BE INTACT BUT COVERED BY
 EA0715'SHIFTING SAND.
 EA0715
 EA0715                          STATION RECOVERY (1983)
 EA0715
 EA0715'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHW)
 EA0715'AN EXHAUSTIVE SEARCH OF AREA USING BOTH THE HORIZONTAL AND VERTICAL
 EA0715'MARKER DESCRIPTIONS REVEALED NO MARKER.  DUNES MENTIONED BADLY
 EA0715'ERODED WITH LARGE BOWL SHAPED DEPRESSION IN AREA OF STATION.
 EA0715'ACTUAL MEASUREMENTS FROM OLD ROAD AND LINE OF POLES PLACED STATION
 EA0715'IN BOWL AREA.  CONTACTED NEIGHBOR PROPERTY OWNER - SURF CITY
 EA0715'FAMILY CAMPGROUND, AND THEY WERE UNAWARE OF STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0714 ***********************************************************************
 EA0714  DESIGNATION -  BANKS RM
 EA0714  PID         -  EA0714
 EA0714  STATE/COUNTY-  NC/ONSLOW
 EA0714  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0714
 EA0714                         *CURRENT SURVEY CONTROL
 EA0714  ___________________________________________________________________
 EA0714* NAD 83(1986)-  34 27 05.     (N)    077 30 05.     (W)     SCALED    
 EA0714* NAVD 88     -        10.917  (meters)      35.82   (feet)  ADJUSTED  
 EA0714  ___________________________________________________________________
 EA0714  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EA0714  DYNAMIC HT  -          10.907 (meters)      35.78  (feet)  COMP
 EA0714  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EA0714
 EA0714  VERT ORDER  -  SECOND    CLASS 0
 EA0714
 EA0714.The horizontal coordinates were scaled from a topographic map and have
 EA0714.an estimated accuracy of +/- 6 seconds.
 EA0714
 EA0714.The orthometric height was determined by differential leveling
 EA0714.and adjusted in June 1991.
 EA0714
 EA0714.The geoid height was determined by GEOID03.
 EA0714
 EA0714.The dynamic height is computed by dividing the NAVD 88
 EA0714.geopotential number by the normal gravity value computed on the
 EA0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0714.degrees latitude (g = 980.6199 gals.).
 EA0714
 EA0714.The modeled gravity was interpolated from observed gravity values.
 EA0714
 EA0714;                    North         East    Units  Estimated Accuracy
 EA0714;SPC NC       -    78,850.      747,300.      MT  (+/- 180 meters Scaled)
 EA0714
 EA0714                          SUPERSEDED SURVEY CONTROL
 EA0714
 EA0714  NGVD 29 (??/??/92)   11.222  (m)           36.82   (f) ADJ UNCH    2 0
 EA0714
 EA0714.Superseded values are not recommended for survey control.
 EA0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0714.See file dsdata.txt to determine how the superseded data were derived.
 EA0714
 EA0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD702150(NAD 83)
 EA0714_MARKER: DR = REFERENCE MARK DISK
 EA0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0714_STAMPING: BANKS 1933
 EA0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0714+STABILITY: SURFACE MOTION
 EA0714
 EA0714  HISTORY     - Date     Condition        Report By
 EA0714  HISTORY     - 1933     MONUMENTED       CGS
 EA0714  HISTORY     - 1947     GOOD             NGS
 EA0714  HISTORY     - 1950     GOOD             NGS
 EA0714  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA0714
 EA0714                          STATION DESCRIPTION
 EA0714
 EA0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EA0714'8.4 MI NE FROM HOLLYRIDGE.
 EA0714'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0714'STATION AT HOLLYRIDGE, THENCE 3.1 MILES NORTHEAST ALONG THE SAND
 EA0714'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW RIVER
 EA0714'INLET, 0.3 MILE SOUTHWEST OF U.S. NAVY TEST RANGE TOWER NO. 6
 EA0714'AND MILEPOST 10, AT POINT WHERE THE ROAD CUTS THROUGH A 30-FOOT
 EA0714'TALL NORTHWEST-SOUTHEAST SAND DUNE RIDGE, ON THE TOP OF THE DUNE
 EA0714'RIDGE WHICH IS THE TALLEST AND MOST PROMINENT DUNE IN THE VICINITY,
 EA0714'118.0 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND THE CENTER
 EA0714'OF THE CUT, 34.5 FEET NORTHWEST OF THE TRIANGULATION STATION,
 EA0714'1.5 FOOT NORTHWEST OF A WHITE PAINTED REFERENCE POST, IN THE TOP OF
 EA0714'CONCRETE POURED INTO AN 8-INCH TILE WHICH PROJECTS 1.0 FOOT ABOVE
 EA0714'THE GROUND.
 EA0714
 EA0714                          STATION RECOVERY (1950)
 EA0714
 EA0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EA0714'RECOVERED IN GOOD CONDITION.
 EA0714
 EA0714                          STATION RECOVERY (1984)
 EA0714
 EA0714'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0714'INSTRUMENT SEARCH PERFORMED, MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3257 ***********************************************************************
 FB3257  DESIGNATION -  BANNER
 FB3257  PID         -  FB3257
 FB3257  STATE/COUNTY-  NC/BUNCOMBE
 FB3257  USGS QUAD   -  LEICESTER (1990)
 FB3257
 FB3257                         *CURRENT SURVEY CONTROL
 FB3257  ___________________________________________________________________
 FB3257* NAD 83(2001)-  35 37 52.50580(N)    082 37 57.34257(W)     ADJUSTED  
 FB3257* NAVD 88     -       657.7    (meters)    2158.     (feet)  VERTCON   
 FB3257  ___________________________________________________________________
 FB3257  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FB3257  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FB3257  HORZ ORDER  -  SECOND
 FB3257
 FB3257.The horizontal coordinates were established by classical geodetic methods
 FB3257.and adjusted by the National Geodetic Survey in August 2005.
 FB3257
 FB3257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3257
 FB3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3257
 FB3257.The geoid height was determined by GEOID03.
 FB3257
 FB3257;                    North         East     Units Scale Factor Converg.
 FB3257;SPC NC       -   214,708.274   280,663.229   MT  0.99989446   -2 05 47.9
 FB3257;SPC NC       -   704,422.06    920,809.28   sFT  0.99989446   -2 05 47.9
 FB3257;UTM  17      - 3,944,277.292   352,169.652   MT  0.99986930   -0 57 04.6
 FB3257
 FB3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3257!SPC NC       -   0.99990144  x   0.99989446  =   0.99979591
 FB3257!UTM  17      -   0.99990144  x   0.99986930  =   0.99977076
 FB3257
 FB3257:                Primary Azimuth Mark                     Grid Az
 FB3257:SPC NC       -  GREEN                                    004 37 22.0
 FB3257:UTM  17      -  GREEN                                    003 28 38.7
 FB3257
 FB3257|---------------------------------------------------------------------|
 FB3257| PID    Reference Object                     Distance      Geod. Az  |
 FB3257|                                                           dddmmss.s |
 FB3257| FB3262 GREEN                               406.913 METERS 0023134.1 |
 FB3257| FB3263 MURRAY                              193.980 METERS 19316     |
 FB3257|---------------------------------------------------------------------|
 FB3257
 FB3257                          SUPERSEDED SURVEY CONTROL
 FB3257
 FB3257  NAD 83(1995)-  35 37 52.50723(N)    082 37 57.34184(W) AD(       ) 2
 FB3257  NAD 83(1986)-  35 37 52.51424(N)    082 37 57.33975(W) AD(       ) 2
 FB3257  NAD 27      -  35 37 52.12455(N)    082 37 57.86648(W) AD(       ) 2
 FB3257  NGVD 29 (07/19/86)  657.8    (m)         2158.     (f) VERT ANG    3  
 FB3257
 FB3257.Superseded values are not recommended for survey control.
 FB3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3257.See file dsdata.txt to determine how the superseded data were derived.
 FB3257
 FB3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5217044277(NAD 83)
 FB3257_MARKER: DE = TRAVERSE STATION DISK
 FB3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3257_STAMPING: BANNER 1967
 FB3257_MARK LOGO: NCGS  
 FB3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3257+STABILITY: SURFACE MOTION
 FB3257
 FB3257  HISTORY     - Date     Condition        Report By
 FB3257  HISTORY     - 1967     MONUMENTED       NCGS
 FB3257  HISTORY     - 19970614 GOOD             USPSQD
 FB3257
 FB3257                          STATION DESCRIPTION
 FB3257
 FB3257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3257'BANNER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3257'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3257'
 FB3257'BANNER IS LOCATED APPROXIMATELY 4.9 MILES NORTHWEST OF THE CENTER OF
 FB3257'ASHEVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FB3257'NC 63 WITH US 19 AND 23, GO NORTHWESTERLY ON NC 63 FOR 2.6 MILES TO
 FB3257'IRWIN SCHOOL RD., TURN RIGHT (EAST) ON IRWIN SCHOOL RD. FOR 0.3 MILE
 FB3257'TO INTERSECTION OF SR 1369, TURN LEFT (NORTH) ON SR 1369 FOR 1.05
 FB3257'MILE TO STATION, WHICH IS ON THE EAST SHOULDER OF SR 1369 IN
 FB3257'NORTHWEST CORNER OF YARD OF BRICK HOUSE IN LINE BETWEEN PP NO 25 AND
 FB3257'ROAD.
 FB3257'
 FB3257'STATON MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BANNER
 FB3257'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FB3257'INCHES BELOW THE SURFACE OF THE GROUND.
 FB3257'
 FB3257'MARK IS
 FB3257'14.8 FEET W OF C/L
 FB3257'OF SR 1369,
 FB3257'6.0 FEET E OF TP NO 25 ON E SIDE OF
 FB3257'SR 1369 IN NW CORNER OF YARD, WITH ALUMINUM REF. TAG,
 FB3257'37.0 FEET NE OF PP ON E SIDE OF SR 1369, WITH ALUMINUM
 FB3257'REF. TAG,
 FB3257'45.2 FEET NNW OF CENTER OF WATER METER BOX,
 FB3257'93.2 FEET NNW OF
 FB3257'TP NO 24 ON E SIDE OF SR 1369, WITH ALUMINUM REF. TAG.
 FB3257
 FB3257                          STATION RECOVERY (1997)
 FB3257
 FB3257'RECOVERY NOTE BY US POWER SQUADRON 1997
 FB3257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2051 ***********************************************************************
 FZ2051  DESIGNATION -  BANNER
 FZ2051  PID         -  FZ2051
 FZ2051  STATE/COUNTY-  NC/AVERY
 FZ2051  USGS QUAD   -  VALLE CRUCIS (1994)
 FZ2051
 FZ2051                         *CURRENT SURVEY CONTROL
 FZ2051  ___________________________________________________________________
 FZ2051* NAD 83(2001)-  36 08 43.74269(N)    081 51 42.64828(W)     ADJUSTED  
 FZ2051* NAVD 88     -      1136.     (meters)    3727.     (feet)  VERTCON   
 FZ2051  ___________________________________________________________________
 FZ2051  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FZ2051  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FZ2051  HORZ ORDER  -  SECOND
 FZ2051
 FZ2051.The horizontal coordinates were established by classical geodetic methods
 FZ2051.and adjusted by the National Geodetic Survey in August 2005.
 FZ2051
 FZ2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2051
 FZ2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2051
 FZ2051.The geoid height was determined by GEOID03.
 FZ2051
 FZ2051;                    North         East     Units Scale Factor Converg.
 FZ2051;SPC NC       -   269,455.583   352,078.513   MT  0.99999416   -1 39 06.4
 FZ2051;SPC NC       -   884,038.86  1,155,110.92   sFT  0.99999416   -1 39 06.4
 FZ2051;UTM  17      - 4,000,428.932   422,465.825   MT  0.99967407   -0 30 30.1
 FZ2051
 FZ2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2051!SPC NC       -   0.99982660  x   0.99999416  =   0.99982076
 FZ2051!UTM  17      -   0.99982660  x   0.99967407  =   0.99950072
 FZ2051
 FZ2051:                Primary Azimuth Mark                     Grid Az
 FZ2051:SPC NC       -  STERN                                    170 42 22.1
 FZ2051:UTM  17      -  STERN                                    169 33 45.8
 FZ2051
 FZ2051|---------------------------------------------------------------------|
 FZ2051| PID    Reference Object                     Distance      Geod. Az  |
 FZ2051|                                                           dddmmss.s |
 FZ2051| FZ2058 STERN                               APPROX. 1.0 KM 1690315.7 |
 FZ2051|---------------------------------------------------------------------|
 FZ2051
 FZ2051                          SUPERSEDED SURVEY CONTROL
 FZ2051
 FZ2051  NAD 83(1995)-  36 08 43.74302(N)    081 51 42.64689(W) AD(       ) 2
 FZ2051  NAD 83(1993)-  36 08 43.74944(N)    081 51 42.64892(W) AD(       ) 2
 FZ2051  NAD 83(1986)-  36 08 43.75190(N)    081 51 42.65421(W) AD(       ) 2
 FZ2051  NAD 27      -  36 08 43.29556(N)    081 51 43.24835(W) AD(       ) 2
 FZ2051  NGVD 29 (07/19/86) 1136.     (m)         3727.     (f) VERT ANG    3  
 FZ2051
 FZ2051.Superseded values are not recommended for survey control.
 FZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2051.See file dsdata.txt to determine how the superseded data were derived.
 FZ2051
 FZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2246600429(NAD 83)
 FZ2051_MARKER: DE = TRAVERSE STATION DISK
 FZ2051_SETTING: 0 = UNSPECIFIED SETTING
 FZ2051_STAMPING: BANNER 1969
 FZ2051_MARK LOGO: NCGS  
 FZ2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2051
 FZ2051  HISTORY     - Date     Condition        Report By
 FZ2051  HISTORY     - 1969     MONUMENTED       NCGS
 FZ2051  HISTORY     - 1990     GOOD             USPSQD
 FZ2051
 FZ2051                          STATION DESCRIPTION
 FZ2051
 FZ2051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ2051'IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2051'CITY OF BOONE , NORTH CAROLINA.
 FZ2051'BANNER IS LOCATED
 FZ2051'APPROXIMATELY 1.2 MILES SSE OF BANNER LEK. TO
 FZ2051'REACH STATION PROCEED FROM THE
 FZ2051'INTERSECTION OF NC 184 AND NC 194 IN
 FZ2051'BANNER ELK, GO GOUTH ON NC 184 FOR 1.5 MILES TO
 FZ2051'INTERSECTON OF NC
 FZ2051'D DIRT ROAD TO TIGHT, TAKE DIRT ROAD ACROSS WOOD BRIDGE AND
 FZ2051'GO 0.15 MILE TO
 FZ2051'DRIVEWAY OF THE BANNER HOME ON RIGHT.  STATION IS
 FZ2051'EMBEDDED IN ROCK ON THE
 FZ2051'SOUTHEAST EDGE OF THE YARD.
 FZ2051'
 FZ2051'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BANNER
 FZ2051'1969, EMBEDDED IN
 FZ2051'A ROCK WHICH IS FLUSH WITH THE GROUND.
 FZ2051'
 FZ2051'MARK IS 116.0 FEET ESE OF SE CORNER OF 2 STORY FRAME HOUSE WITH
 FZ2051'SHINGLE SIDING,
 FZ2051'64.8 FEET ESE OF 24 INCH MAPLE IN FRONT YARD OF HOUSE,
 FZ2051'80.2 FEET SE OF 24 INCH MAPLE IN
 FZ2051'FRONT YARD OF HOUSE,148.6 FEET ENE
 FZ2051'OF PP WITH DUSK TO DAWN LIGHT, AND WITH ALUMINUM
 FZ2051'REF.  TAG,135.9 FEET
 FZ2051'NE OF 12 INCH PEAR TREE IN FRONT OF HOUSE TRAILER.
 FZ2051
 FZ2051                          STATION RECOVERY (1990)
 FZ2051
 FZ2051'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5087 ***********************************************************************
 AH5087  DESIGNATION -  BANNER
 AH5087  PID         -  AH5087
 AH5087  STATE/COUNTY-  NC/JOHNSTON
 AH5087  USGS QUAD   -  DUNN (1981)
 AH5087
 AH5087                         *CURRENT SURVEY CONTROL
 AH5087  ___________________________________________________________________
 AH5087* NAD 83(2001)-  35 22 09.34635(N)    078 31 41.13620(W)     ADJUSTED  
 AH5087* NAVD 88     -        65.4    (meters)     215.     (feet)  VERT ANG  
 AH5087  ___________________________________________________________________
 AH5087  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AH5087  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AH5087  HORZ ORDER  -  SECOND
 AH5087
 AH5087.The horizontal coordinates were established by classical geodetic methods
 AH5087.and adjusted by the National Geodetic Survey in August 2005.
 AH5087
 AH5087.The orthometric height was determined by vertical angle observations.
 AH5087
 AH5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5087
 AH5087.The geoid height was determined by GEOID03.
 AH5087
 AH5087;                    North         East     Units Scale Factor Converg.
 AH5087;SPC NC       -   179,726.921   652,480.749   MT  0.99987469   +0 16 20.5
 AH5087;SPC NC       -   589,654.07  2,140,680.59   sFT  0.99987469   +0 16 20.5
 AH5087;UTM  17      - 3,916,799.289   724,570.721   MT  1.00022154   +1 25 53.2
 AH5087
 AH5087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5087!SPC NC       -   0.99999505  x   0.99987469  =   0.99986974
 AH5087!UTM  17      -   0.99999505  x   1.00022154  =   1.00021658
 AH5087
 AH5087                          SUPERSEDED SURVEY CONTROL
 AH5087
 AH5087  NAD 83(1986)-  35 22 09.35162(N)    078 31 41.14581(W) AD(       ) 2
 AH5087
 AH5087.Superseded values are not recommended for survey control.
 AH5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5087.See file dsdata.txt to determine how the superseded data were derived.
 AH5087
 AH5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2457116799(NAD 83)
 AH5087_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5087_STAMPING: BANNER 1986
 AH5087_MARK LOGO: NCGS  
 AH5087_PROJECTION: FLUSH
 AH5087_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5087+STABILITY: SURFACE MOTION
 AH5087
 AH5087  HISTORY     - Date     Condition        Report By
 AH5087  HISTORY     - 1986     MONUMENTED       NCGS
 AH5087
 AH5087                          STATION DESCRIPTION
 AH5087
 AH5087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5087'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF BENSON. ALONG NC
 AH5087'50 FOR 0.85 MI (1.37 KM) SOUTHEAST FROM THE OVERPASS OF I-95, ACROSS
 AH5087'THE HIGHWAY FROM BANNER CHAPEL ADVENT CHRISTIAN CHURCH. MARK IS
 AH5087'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 36.5 FT
 AH5087'(11.1 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.0 FT (1.8 M)
 AH5087'SOUTHEAST OF THE CENTERLINE OF A DRIVE TO A TOBACCO BARN, 14.8 FT (4.5
 AH5087'M) EAST OF THE NORTHWEST END OF A CULVERT UNDER A DRIVE, 69.1 FT (21.1
 AH5087'M) NORTHEAST OF THE NORTHWEST CORNER OF A TOBACCO BARN, AND 12.6 FT
 AH5087'(3.8 M) NORTH OF THE SOUTHEAST END OF A CULVERT UNDER A DRIVE BESIDE A
 AH5087'PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9372 ***********************************************************************
 AF9372  DESIGNATION -  BANNERTOWN
 AF9372  PID         -  AF9372
 AF9372  STATE/COUNTY-  NC/FORSYTH
 AF9372  USGS QUAD   -  KING (1986)
 AF9372
 AF9372                         *CURRENT SURVEY CONTROL
 AF9372  ___________________________________________________________________
 AF9372* NAD 83(2007)-  36 15 05.85943(N)    080 15 04.89982(W)     ADJUSTED  
 AF9372* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 AF9372  ___________________________________________________________________
 AF9372  EPOCH DATE  -        2002.00
 AF9372  X           -     871,980.571 (meters)                     COMP
 AF9372  Y           -  -5,075,350.367 (meters)                     COMP
 AF9372  Z           -   3,750,871.719 (meters)                     COMP
 AF9372  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AF9372  ELLIP HEIGHT-         215.854 (meters)          (02/10/07) ADJUSTED
 AF9372  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AF9372
 AF9372  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9372  Type    PID    Designation                      North   East  Ellip
 AF9372  -------------------------------------------------------------------
 AF9372  NETWORK AF9372 BANNERTOWN                        0.67   0.61   1.39
 AF9372  -------------------------------------------------------------------
 AF9372
 AF9372.The horizontal coordinates were established by GPS observations
 AF9372.and adjusted by the National Geodetic Survey in February 2007.
 AF9372
 AF9372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9372.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9372.The horizontal coordinates are valid at the epoch date displayed above.
 AF9372.The epoch date for horizontal control is a decimal equivalence
 AF9372.of Year/Month/Day.
 AF9372
 AF9372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9372
 AF9372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9372
 AF9372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9372
 AF9372.The ellipsoidal height was determined by GPS observations
 AF9372.and is referenced to NAD 83.
 AF9372
 AF9372.The geoid height was determined by GEOID03.
 AF9372
 AF9372;                    North         East     Units Scale Factor Converg.
 AF9372;SPC NC       -   278,230.233   497,133.595   MT  1.00002482   -0 43 20.1
 AF9372;SPC NC       -   912,827.02  1,631,012.47   sFT  1.00002482   -0 43 20.1
 AF9372;UTM  17      - 4,012,118.066   567,258.631   MT  0.99965574   +0 26 33.8
 AF9372
 AF9372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9372!SPC NC       -   0.99996612  x   1.00002482  =   0.99999094
 AF9372!UTM  17      -   0.99996612  x   0.99965574  =   0.99962188
 AF9372
 AF9372                          SUPERSEDED SURVEY CONTROL
 AF9372
 AF9372  NAD 83(2001)-  36 15 05.86003(N)    080 15 04.89944(W) AD(       ) 1
 AF9372  ELLIP H (03/13/03)  215.841  (m)                       GP(       ) 4 2
 AF9372  NAD 83(1986)-  36 15 05.86755(N)    080 15 04.90546(W) AD(       ) 1
 AF9372  NGVD 29 (07/20/98)  249.3    (m)          818.     (f) GPS OBS     3  
 AF9372
 AF9372.Superseded values are not recommended for survey control.
 AF9372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9372.See file dsdata.txt to determine how the superseded data were derived.
 AF9372
 AF9372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6725912118(NAD 83)
 AF9372_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9372_STAMPING: BANNERTOWN 1993
 AF9372_MARK LOGO: NCGS  
 AF9372_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9372+STABILITY: SURFACE MOTION
 AF9372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9372+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AF9372
 AF9372  HISTORY     - Date     Condition        Report By
 AF9372  HISTORY     - 1993     MONUMENTED       NCGS
 AF9372  HISTORY     - 20051105 GOOD             USPSQD
 AF9372
 AF9372                          STATION DESCRIPTION
 AF9372
 AF9372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9372'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTHWEST OF GERMANTON AND
 AF9372'2.4 MI (3.9 KM) EAST-NORTHEAST OF RURAL HALL IN BANNERTOWN COMMUNITY.
 AF9372'ALONG NC 65 FOR 1.0 MI (1.6 KM) SOUTHWEST FROM JUNCTION WITH NC 8, IN
 AF9372'THE SOUTH QUADRANT OF THE INTERSECTION WITH SR 1912 (ABSHIRE ROAD).
 AF9372'MARK IS ABOUT 1 1/2-FEET HIGHER THAN THE HIGHWAY AND RECESSED 2 INCHES
 AF9372'BELOW THE GROUND.  LOCATED 31.0 FT (9.4 M) SOUTHEAST OF THE CENTERLINE
 AF9372'OF THE HIGHWAY, 24.4 FT (7.4 M) SOUTHWEST OF THE CENTERLINE OF THE
 AF9372'ROAD, 28.3 FT (8.6 M) WEST OF THE CENTERLINE OF THE GRADE CROSSING,
 AF9372'11.3 FT (3.4 M) NORTHWEST OF THE NORTHWEST RAIL, AND 101.0 FT (30.8 M)
 AF9372'NORTH-NORTHEAST OF A CONCRETE BLOCK WELL.
 AF9372
 AF9372                          STATION RECOVERY (2005)
 AF9372
 AF9372'RECOVERY NOTE BY US POWER SQUADRON 2005
 AF9372'RAILROAD HAS BEEN REMOVED.  OTHER MARKS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5549 ***********************************************************************
 AA5549  DESIGNATION -  BANNING
 AA5549  PID         -  AA5549
 AA5549  STATE/COUNTY-  NC/HENDERSON
 AA5549  USGS QUAD   -  SKYLAND (1991)
 AA5549
 AA5549                         *CURRENT SURVEY CONTROL
 AA5549  ___________________________________________________________________
 AA5549* NAD 83(2007)-  35 25 42.23436(N)    082 33 10.92692(W)     ADJUSTED  
 AA5549* NAVD 88     -       627.3    (meters)    2058.     (feet)  VERTCON   
 AA5549  ___________________________________________________________________
 AA5549  EPOCH DATE  -        2002.00
 AA5549  X           -     674,418.302 (meters)                     COMP
 AA5549  Y           -  -5,159,616.784 (meters)                     COMP
 AA5549  Z           -   3,677,043.892 (meters)                     COMP
 AA5549  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AA5549  ELLIP HEIGHT-         597.278 (meters)          (02/10/07) ADJUSTED
 AA5549  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 AA5549
 AA5549  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5549  Type    PID    Designation                      North   East  Ellip
 AA5549  -------------------------------------------------------------------
 AA5549  NETWORK AA5549 BANNING                           0.73   0.59   1.98
 AA5549  -------------------------------------------------------------------
 AA5549
 AA5549.The horizontal coordinates were established by GPS observations
 AA5549.and adjusted by the National Geodetic Survey in February 2007.
 AA5549
 AA5549.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5549.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5549.The horizontal coordinates are valid at the epoch date displayed above.
 AA5549.The epoch date for horizontal control is a decimal equivalence
 AA5549.of Year/Month/Day.
 AA5549
 AA5549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5549
 AA5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5549
 AA5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5549
 AA5549.The ellipsoidal height was determined by GPS observations
 AA5549.and is referenced to NAD 83.
 AA5549
 AA5549.The geoid height was determined by GEOID03.
 AA5549
 AA5549;                    North         East     Units Scale Factor Converg.
 AA5549;SPC NC       -   191,957.914   287,059.127   MT  0.99987733   -2 03 02.5
 AA5549;SPC NC       -   629,781.92    941,793.15   sFT  0.99987733   -2 03 02.5
 AA5549;UTM  17      - 3,921,660.254   359,019.824   MT  0.99984493   -0 54 01.5
 AA5549
 AA5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5549!SPC NC       -   0.99990626  x   0.99987733  =   0.99978360
 AA5549!UTM  17      -   0.99990626  x   0.99984493  =   0.99975120
 AA5549
 AA5549                          SUPERSEDED SURVEY CONTROL
 AA5549
 AA5549  NAD 83(2001)-  35 25 42.23472(N)    082 33 10.92689(W) AD(       ) 1
 AA5549  ELLIP H (03/13/03)  597.295  (m)                       GP(       ) 4 2
 AA5549  NAD 83(1995)-  35 25 42.23555(N)    082 33 10.92680(W) AD(       ) 1
 AA5549  NAD 83(1986)-  35 25 42.24084(N)    082 33 10.92658(W) AD(       ) 1
 AA5549  NGVD 29 (09/30/94)  627.3    (m)         2058.     (f) GPS OBS     3  
 AA5549
 AA5549.Superseded values are not recommended for survey control.
 AA5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5549.See file dsdata.txt to determine how the superseded data were derived.
 AA5549
 AA5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5902021660(NAD 83)
 AA5549_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5549_SP_SET: CONCRETE POST
 AA5549_STAMPING: BANNING 1991
 AA5549_MARK LOGO: NCGS  
 AA5549_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5549+STABILITY: SURFACE MOTION
 AA5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5549+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2008
 AA5549
 AA5549  HISTORY     - Date     Condition        Report By
 AA5549  HISTORY     - 1991     MONUMENTED       NCGS
 AA5549  HISTORY     - 20010426 GOOD             NCGS
 AA5549  HISTORY     - 20080104 GOOD             INDIV
 AA5549
 AA5549                          STATION DESCRIPTION
 AA5549
 AA5549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5549'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF ARDEN AND 11.5
 AA5549'MI (18.5 KM) SOUTH OF ASHEVILLE, AT FANNING BRIDGE. PROCEED ALONG NC
 AA5549'191 FOR 3.2 MI (5.1 KM) SOUTH FROM NC 146 (LONG SHOALS ROAD), THENCE
 AA5549'EAST FOR 1.4 MI (2.3 KM) ALONG SR 1419 (FANNING BRIDGE ROAD) TO BRIDGE
 AA5549'AND STATION NEAR SOUTH MOST CORNER. MARK IS ABOUT LEVEL WITH ROAD AND
 AA5549'FLUSH WITH GROUND. LOCATED 25.9 FT (7.9 M) SOUTHEAST OF THE CENTERLINE
 AA5549'OF THE ROAD, 50.8 FT (15.5 M) SOUTH-SOUTHWEST OF THE SOUTH MOST CORNER
 AA5549'OF THE BRIDGE, AND 58.6 FT (17.9 M) SOUTH OF THE WESTMOST CORNER.
 AA5549
 AA5549                          STATION RECOVERY (2001)
 AA5549
 AA5549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 AA5549'RECOVERED AS DESCRIBED.
 AA5549
 AA5549                          STATION RECOVERY (2008)
 AA5549
 AA5549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RMB)
 AA5549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4791 ***********************************************************************
 FA4791  DESIGNATION -  BANOAK
 FA4791  PID         -  FA4791
 FA4791  STATE/COUNTY-  NC/CATAWBA
 FA4791  USGS QUAD   -  BANOAK (1970)
 FA4791
 FA4791                         *CURRENT SURVEY CONTROL
 FA4791  ___________________________________________________________________
 FA4791* NAD 83(2007)-  35 34 58.61303(N)    081 24 55.90941(W)     ADJUSTED  
 FA4791* NAVD 88     -       367.2    (meters)    1205.     (feet)  VERTCON   
 FA4791  ___________________________________________________________________
 FA4791  EPOCH DATE  -        2002.00
 FA4791  X           -     775,195.133 (meters)                     COMP
 FA4791  Y           -  -5,135,152.690 (meters)                     COMP
 FA4791  Z           -   3,690,851.668 (meters)                     COMP
 FA4791  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FA4791  ELLIP HEIGHT-         335.376 (meters)          (02/10/07) ADJUSTED
 FA4791  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA4791
 FA4791  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4791  Type    PID    Designation                      North   East  Ellip
 FA4791  -------------------------------------------------------------------
 FA4791  NETWORK FA4791 BANOAK                            2.16   1.82   6.19
 FA4791  -------------------------------------------------------------------
 FA4791
 FA4791.The horizontal coordinates were established by GPS observations
 FA4791.and adjusted by the National Geodetic Survey in February 2007.
 FA4791
 FA4791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4791.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4791.The horizontal coordinates are valid at the epoch date displayed above.
 FA4791.The epoch date for horizontal control is a decimal equivalence
 FA4791.of Year/Month/Day.
 FA4791
 FA4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4791
 FA4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4791
 FA4791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4791
 FA4791.The ellipsoidal height was determined by GPS observations
 FA4791.and is referenced to NAD 83.
 FA4791
 FA4791.The geoid height was determined by GEOID03.
 FA4791
 FA4791;                    North         East     Units Scale Factor Converg.
 FA4791;SPC NC       -   205,993.626   390,713.006   MT  0.99988924   -1 23 39.0
 FA4791;SPC NC       -   675,830.75  1,281,864.25   sFT  0.99988924   -1 23 39.0
 FA4791;UTM  17      - 3,937,772.343   462,352.936   MT  0.99961746   -0 14 30.5
 FA4791
 FA4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4791!SPC NC       -   0.99994736  x   0.99988924  =   0.99983661
 FA4791!UTM  17      -   0.99994736  x   0.99961746  =   0.99956484
 FA4791
 FA4791|---------------------------------------------------------------------|
 FA4791| PID    Reference Object                     Distance      Geod. Az  |
 FA4791|                                                           dddmmss.s |
 FA4791| FA5159 CORINTH RESET                        10.326 METERS 03113     |
 FA4791| FA4792 BANOAK AZ MK                        372.636 METERS 06009     |
 FA4791| FA3991 CORINTH RM 2                         16.601 METERS 09226     |
 FA4791|---------------------------------------------------------------------|
 FA4791
 FA4791                          SUPERSEDED SURVEY CONTROL
 FA4791
 FA4791  NAD 83(2001)-  35 34 58.61328(N)    081 24 55.90934(W) AD(       ) 1
 FA4791  ELLIP H (03/27/03)  335.375  (m)                       GP(       ) 4 2
 FA4791  NAD 83(1986)-  35 34 58.62230(N)    081 24 55.91216(W) AD(       ) 1
 FA4791  NGVD 29 (08/31/92)  367.4    (m)         1205.     (f) GPS OBS     3  
 FA4791
 FA4791.Superseded values are not recommended for survey control.
 FA4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4791.See file dsdata.txt to determine how the superseded data were derived.
 FA4791
 FA4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6235337772(NAD 83)
 FA4791_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4791_SP_SET: CONCRETE POST
 FA4791_STAMPING: BANOAK 1989
 FA4791_MARK LOGO: NCGS  
 FA4791_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4791+STABILITY: SURFACE MOTION
 FA4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4791+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FA4791
 FA4791  HISTORY     - Date     Condition        Report By
 FA4791  HISTORY     - 1989     MONUMENTED       NCGS
 FA4791  HISTORY     - 19930105 GOOD             NCGS
 FA4791
 FA4791                          STATION DESCRIPTION
 FA4791
 FA4791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4791'STATION IS LOCATED ABOUT 17.8 KM (11.1 MI) SOUTH-SOUTHWEST OF HICKORY.
 FA4791'IN THE BANOAK-CORINTH COMMUNITY.
 FA4791'ALONG NC 10 FOR 6.92 KM (4.30 MI) SOUTHWEST FROM NC 127 (AT PROPST
 FA4791'CROSSROADS), AT SR 2044 (BANOAK RD), IN THE SOUTHWEST QUADRANT.
 FA4791'STATION IS FLUSH WITH GROUND.  LOCATED 20.66 M (67.78 FT) SOUTH OF THE
 FA4791'CENTERLINE OF NC 10, 11.28 M (37.01 FT) WEST OF THE CENTERLINE OF SR
 FA4791'2044 (BANOAK RD), 12.74 M (41.80 FT) SOUTH-SOUTHWEST OF WEST END OF
 FA4791'CULVERT UNDER BANOAK ROAD, 35.05 M (114.99 FT) NORTH OF NORTHWEST
 FA4791'CORNER OF BRICK BUILDING AND 45.26 M (148.49 FT) EAST OF POWER POLE
 FA4791'WITH A REEFERENCE TAG.
 FA4791
 FA4791                          STATION RECOVERY (1993)
 FA4791
 FA4791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 FA4791'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4792 ***********************************************************************
 FA4792  DESIGNATION -  BANOAK AZ MK
 FA4792  PID         -  FA4792
 FA4792  STATE/COUNTY-  NC/CATAWBA
 FA4792  USGS QUAD   -  BANOAK (1970)
 FA4792
 FA4792                         *CURRENT SURVEY CONTROL
 FA4792  ___________________________________________________________________
 FA4792* NAD 83(2001)-  35 35 04.63251(N)    081 24 43.07288(W)     ADJUSTED  
 FA4792* NAVD 88     -       364.     (meters)    1194.     (feet)  VERTCON   
 FA4792  ___________________________________________________________________
 FA4792  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FA4792  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA4792  HORZ ORDER  -  SECOND
 FA4792
 FA4792.The horizontal coordinates were established by classical geodetic methods
 FA4792.and adjusted by the National Geodetic Survey in August 2005.
 FA4792
 FA4792.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4792
 FA4792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4792
 FA4792.The geoid height was determined by GEOID03.
 FA4792
 FA4792;                    North         East     Units Scale Factor Converg.
 FA4792;SPC NC       -   206,171.213   391,040.562   MT  0.99988941   -1 23 31.6
 FA4792;SPC NC       -   676,413.39  1,282,938.91   sFT  0.99988941   -1 23 31.6
 FA4792;UTM  17      - 3,937,956.432   462,676.766   MT  0.99961717   -0 14 23.0
 FA4792
 FA4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4792!SPC NC       -   0.99994793  x   0.99988941  =   0.99983734
 FA4792!UTM  17      -   0.99994793  x   0.99961717  =   0.99956512
 FA4792
 FA4792                          SUPERSEDED SURVEY CONTROL
 FA4792
 FA4792  NAD 83(1986)-  35 35 04.64155(N)    081 24 43.07568(W) AD(       ) 2
 FA4792  NGVD 29 (08/31/92)  364.     (m)         1194.     (f) VERT ANG    3  
 FA4792
 FA4792.Superseded values are not recommended for survey control.
 FA4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4792.See file dsdata.txt to determine how the superseded data were derived.
 FA4792
 FA4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6267737956(NAD 83)
 FA4792_MARKER: DZ = AZIMUTH MARK DISK
 FA4792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4792_SP_SET: CONCRETE POST
 FA4792_STAMPING: BANOAK 1989
 FA4792_MARK LOGO: NCGS  
 FA4792_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4792+STABILITY: SURFACE MOTION
 FA4792
 FA4792  HISTORY     - Date     Condition        Report By
 FA4792  HISTORY     - 1989     MONUMENTED       NCGS
 FA4792
 FA4792                          STATION DESCRIPTION
 FA4792
 FA4792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4792'STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) SOUTH-SOUTHWEST OF HICKORY.
 FA4792'IN THE BANOAK-CORINTH COMMUNITY.
 FA4792'ALONG NC 10 FOR 6.6 KM (4.1 MI) SOUTHWEST FROM NC 127 (AT PROPST
 FA4792'CROSSROADS), OR 0.32 KM (0.20 MI) NORTHEAST OF SR 2044 (BANOAK RD),
 FA4792'ON LEFT IN SHOULDER.
 FA4792'MARK IS 1 FOOT LOWER THAN HIGHWAY AND RESCESSED 2 INCHES BELOW GROUND.
 FA4792'LOCATED 4.72 M (15.49 FT) SOUTHEAST OF THE CENTERLINE OF NC 10, 6.0 M
 FA4792'(19.7 FT) WEST OF WEST END OF CONCRETE PIPE UNDER DRIVE, 17.05 M
 FA4792'(55.94 FT) EAST-SOUTHEAST OF TELEPHONE PEDESTAL, 19.1 M (62.7 FT)
 FA4792'EAST-NORTHEAST OF GRAVEL DRIVE AND 5.71 M (18.73 FT) NORTH OF POWER
 FA4792'POLE NO. 71 WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2997 ***********************************************************************
 FA2997  DESIGNATION -  BANTAM
 FA2997  PID         -  FA2997
 FA2997  STATE/COUNTY-  NC/CATAWBA
 FA2997  USGS QUAD   -  HICKORY (1993)
 FA2997
 FA2997                         *CURRENT SURVEY CONTROL
 FA2997  ___________________________________________________________________
 FA2997* NAD 83(2007)-  35 42 32.80287(N)    081 20 40.91464(W)     ADJUSTED  
 FA2997* NAVD 88     -       306.2    (meters)    1005.     (feet)  GPS OBS   
 FA2997  ___________________________________________________________________
 FA2997  EPOCH DATE  -        2002.00
 FA2997  X           -     780,307.644 (meters)                     COMP
 FA2997  Y           -  -5,126,075.868 (meters)                     COMP
 FA2997  Z           -   3,702,191.854 (meters)                     COMP
 FA2997  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FA2997  ELLIP HEIGHT-         274.041 (meters)          (02/10/07) ADJUSTED
 FA2997  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 FA2997
 FA2997  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2997  Type    PID    Designation                      North   East  Ellip
 FA2997  -------------------------------------------------------------------
 FA2997  NETWORK FA2997 BANTAM                            0.94   0.69   1.72
 FA2997  -------------------------------------------------------------------
 FA2997
 FA2997.The horizontal coordinates were established by GPS observations
 FA2997.and adjusted by the National Geodetic Survey in February 2007.
 FA2997
 FA2997.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2997.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2997.The horizontal coordinates are valid at the epoch date displayed above.
 FA2997.The epoch date for horizontal control is a decimal equivalence
 FA2997.of Year/Month/Day.
 FA2997
 FA2997.The orthometric height was determined by GPS observations and a
 FA2997.high-resolution geoid model.
 FA2997
 FA2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2997
 FA2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2997
 FA2997.The ellipsoidal height was determined by GPS observations
 FA2997.and is referenced to NAD 83.
 FA2997
 FA2997.The geoid height was determined by GEOID03.
 FA2997
 FA2997;                    North         East     Units Scale Factor Converg.
 FA2997;SPC NC       -   219,832.566   397,460.933   MT  0.99990437   -1 21 11.8
 FA2997;SPC NC       -   721,234.01  1,304,003.08   sFT  0.99990437   -1 21 11.8
 FA2997;UTM  17      - 3,951,740.240   468,819.393   MT  0.99961198   -0 12 04.3
 FA2997
 FA2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2997!SPC NC       -   0.99995699  x   0.99990437  =   0.99986136
 FA2997!UTM  17      -   0.99995699  x   0.99961198  =   0.99956899
 FA2997
 FA2997:                Primary Azimuth Mark                     Grid Az
 FA2997:SPC NC       -  HOOKER                                   074 36 27.7
 FA2997:UTM  17      -  HOOKER                                   073 27 20.2
 FA2997
 FA2997|---------------------------------------------------------------------|
 FA2997| PID    Reference Object                     Distance      Geod. Az  |
 FA2997|                                                           dddmmss.s |
 FA2997| FA2996 HOOKER                              APPROX. 1.3 KM 0731515.9 |
 FA2997|---------------------------------------------------------------------|
 FA2997
 FA2997                          SUPERSEDED SURVEY CONTROL
 FA2997
 FA2997  NAD 83(2001)-  35 42 32.80294(N)    081 20 40.91478(W) AD(       ) 1
 FA2997  ELLIP H (03/13/03)  274.051  (m)                       GP(       ) 4 2
 FA2997  NAD 83(1986)-  35 42 32.81028(N)    081 20 40.91947(W) AD(       ) 1
 FA2997  NAD 83(1986)-  35 42 32.81056(N)    081 20 40.91505(W) AD(       ) 2
 FA2997  NAD 27      -  35 42 32.32498(N)    081 20 41.60491(W) AD(       ) 2
 FA2997  NGVD 29 (07/19/86)  306.4    (m)         1005.     (f) VERT ANG    3  
 FA2997
 FA2997.Superseded values are not recommended for survey control.
 FA2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2997.See file dsdata.txt to determine how the superseded data were derived.
 FA2997
 FA2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6881951740(NAD 83)
 FA2997_MARKER: DE = TRAVERSE STATION DISK
 FA2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2997_STAMPING: BANTAM 1976
 FA2997_MARK LOGO: NCGS  
 FA2997_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2997+STABILITY: SURFACE MOTION
 FA2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2997+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1999
 FA2997
 FA2997  HISTORY     - Date     Condition        Report By
 FA2997  HISTORY     - 1976     MONUMENTED       NCGS
 FA2997  HISTORY     - 19990218 GOOD             NCGS
 FA2997
 FA2997                          STATION DESCRIPTION
 FA2997
 FA2997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (GEF)
 FA2997'STATION IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FA2997'APPROXIMATELY 0.5 MILE NORTH-NORTHEAST OF BROOKFORD AND 1.5 MILES
 FA2997'SOUTH OF HICKORY, NORTH CAROLINA.
 FA2997'
 FA2997'TO REACH STATION FROM THE I40 OVERPASS OF (FUTURE) US 321 SOUTH OF
 FA2997'HICKORY, PROCEED EAST ALONG I40 FOR 0.5 MILE TO STATION NEAR
 FA2997'SOUTHEAST CORNER OF BRIDGE OVERPASS (SR 1213 SECOND STREET SOUTHWEST).
 FA2997'
 FA2997'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BANTAM 1976---SET IN
 FA2997'THE TOP OF A CONCRETE CYLINDER, 1 INCH ABOVE THE SURFACE OF THE
 FA2997'GROUND.
 FA2997'
 FA2997'MARK IS 40.7 FEET SOUTHEAST OF CENTERLINE OF SR 1213, 6.2 FEET SOUTH
 FA2997'OF SOUTHEAST END OF BRIDGE, 6.6 FEET SOUTHEAST OF GUARD RAIL,95.3 FEET
 FA2997'NORTHEAST OF SOUTH END OF GUARD RAIL, 78.9 FEET SOUTHEAST OF
 FA2997'SOUTHWEST END OF BRIDGE.
 FA2997
 FA2997                          STATION RECOVERY (1999)
 FA2997
 FA2997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA2997'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4878 ***********************************************************************
 FA4878  DESIGNATION -  BANTRY
 FA4878  PID         -  FA4878
 FA4878  STATE/COUNTY-  NC/CLEVELAND
 FA4878  USGS QUAD   -  SHELBY (1983)
 FA4878
 FA4878                         *CURRENT SURVEY CONTROL
 FA4878  ___________________________________________________________________
 FA4878* NAD 83(2001)-  35 17 39.96785(N)    081 36 57.35913(W)     ADJUSTED  
 FA4878* NAVD 88     -       263.04   (meters)     863.0    (feet)  N HEIGHT  
 FA4878  ___________________________________________________________________
 FA4878  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FA4878  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA4878  DYNAMIC HT  -         262.78  (meters)     862.1   (feet)  COMP
 FA4878  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 FA4878
 FA4878  HORZ ORDER  -  SECOND
 FA4878  VERT ORDER  -  THIRD
 FA4878
 FA4878.The horizontal coordinates were established by classical geodetic methods
 FA4878.and adjusted by the National Geodetic Survey in August 2005.
 FA4878
 FA4878.The orthometric height was determined by differential leveling
 FA4878.and adjusted in July 1999.
 FA4878.The height was determined by precise leveling from only one NSRS
 FA4878.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA4878.allowed ONLY to validate the GPS-derived height.
 FA4878
 FA4878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4878
 FA4878.The geoid height was determined by GEOID03.
 FA4878
 FA4878.The dynamic height is computed by dividing the NAVD 88
 FA4878.geopotential number by the normal gravity value computed on the
 FA4878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4878.degrees latitude (g = 980.6199 gals.).
 FA4878
 FA4878.The modeled gravity was interpolated from observed gravity values.
 FA4878
 FA4878;                    North         East     Units Scale Factor Converg.
 FA4878;SPC NC       -   174,458.749   371,713.830   MT  0.99987287   -1 30 35.4
 FA4878;SPC NC       -   572,370.08  1,219,531.12   sFT  0.99987287   -1 30 35.4
 FA4878;UTM  17      - 3,905,869.564   443,996.798   MT  0.99963865   -0 21 21.2
 FA4878
 FA4878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4878!SPC NC       -   0.99996371  x   0.99987287  =   0.99983659
 FA4878!UTM  17      -   0.99996371  x   0.99963865  =   0.99960238
 FA4878
 FA4878                          SUPERSEDED SURVEY CONTROL
 FA4878
 FA4878  NAD 83(1986)-  35 17 39.98330(N)    081 36 57.35514(W) AD(       ) 2
 FA4878  NAVD 88 (07/10/98)  263.039  (m)          862.99   (f) UNKNOWN     2 2
 FA4878  NGVD 29 (09/01/92)  263.3    (m)          864.     (f) VERT ANG    3  
 FA4878
 FA4878.Superseded values are not recommended for survey control.
 FA4878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4878.See file dsdata.txt to determine how the superseded data were derived.
 FA4878
 FA4878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4399705870(NAD 83)
 FA4878_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4878_SP_SET: CONCRETE POST
 FA4878_STAMPING: BANTRY 1985
 FA4878_MARK LOGO: NCGS  
 FA4878_PROJECTION: FLUSH
 FA4878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4878+STABILITY: SURFACE MOTION
 FA4878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4878+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 FA4878
 FA4878  HISTORY     - Date     Condition        Report By
 FA4878  HISTORY     - 1985     MONUMENTED       NCGS
 FA4878  HISTORY     - 19950109 GOOD             USPSQD
 FA4878  HISTORY     - 19980803 GOOD             NCGS
 FA4878  HISTORY     - 20041006 GOOD             USPSQD
 FA4878  HISTORY     - 20051129 GOOD             USPSQD
 FA4878
 FA4878                          STATION DESCRIPTION
 FA4878
 FA4878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4878'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) WEST OF SHELBY AND 6.8 KM
 FA4878'(4.2 MI) NORTHEAST OF BOILING SPRINGS.
 FA4878'ALONG US 74 FOR 3.7 KM (2.3 MI) WEST FROM NC 226, AT SR 1153 AND A
 FA4878'PANTRY FOOD STORE, IN THE MEDIAN.
 FA4878'STATION IS LOCATED 9.3 M (30.5 FT) SOUTH OF THE CENTERLINE OF US 74
 FA4878'WEST BOUND, 14.7 M (48.2 FT) NORTH OF THE CENTERLINE OF US 74 EAST
 FA4878'BOUND, 36.1 M (118.4 FT) WEST OF THE CENTER OF A CONCRETE STORM
 FA4878'DRAIN, AND 23.6 M (77.4 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 FA4878'REFERENCE TAG.  MARK IS RECESSED 4 INCHES BELOW GROUND AND 2 FEET
 FA4878'LOWER THAN THE WEST BOUND LANE.
 FA4878
 FA4878                          STATION RECOVERY (1995)
 FA4878
 FA4878'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4878'RECOVERED IN GOOD CONDITION.
 FA4878
 FA4878                          STATION RECOVERY (1998)
 FA4878
 FA4878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA4878'RECOVERED AS DESCRIBED.
 FA4878
 FA4878                          STATION RECOVERY (2004)
 FA4878
 FA4878'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA4878'RECOVERED IN GOOD CONDITION.
 FA4878
 FA4878                          STATION RECOVERY (2005)
 FA4878
 FA4878'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA4878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1475 ***********************************************************************
 EA1475  DESIGNATION -  BAPTIST
 EA1475  PID         -  EA1475
 EA1475  STATE/COUNTY-  NC/ONSLOW
 EA1475  USGS QUAD   -  SWANSBORO (1994)
 EA1475
 EA1475                         *CURRENT SURVEY CONTROL
 EA1475  ___________________________________________________________________
 EA1475* NAD 83(2007)-  34 41 24.83761(N)    077 07 26.54435(W)     ADJUSTED  
 EA1475* NAVD 88     -         9.567  (meters)      31.39   (feet)  ADJUSTED  
 EA1475  ___________________________________________________________________
 EA1475  EPOCH DATE  -        2002.00
 EA1475  X           -   1,169,924.471 (meters)                     COMP
 EA1475  Y           -  -5,118,025.470 (meters)                     COMP
 EA1475  Z           -   3,609,647.994 (meters)                     COMP
 EA1475  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EA1475  ELLIP HEIGHT-         -27.588 (meters)          (02/10/07) ADJUSTED
 EA1475  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA1475  DYNAMIC HT  -           9.558 (meters)      31.36  (feet)  COMP
 EA1475
 EA1475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1475  Type    PID    Designation                      North   East  Ellip
 EA1475  -------------------------------------------------------------------
 EA1475  NETWORK EA1475 BAPTIST                           0.55   0.49   1.22
 EA1475  -------------------------------------------------------------------
 EA1475  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 EA1475
 EA1475  VERT ORDER  -  FIRST     CLASS II
 EA1475
 EA1475.The horizontal coordinates were established by GPS observations
 EA1475.and adjusted by the National Geodetic Survey in February 2007.
 EA1475
 EA1475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1475.The horizontal coordinates are valid at the epoch date displayed above.
 EA1475.The epoch date for horizontal control is a decimal equivalence
 EA1475.of Year/Month/Day.
 EA1475
 EA1475.The orthometric height was determined by differential leveling
 EA1475.and adjusted in April 2001.
 EA1475
 EA1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1475
 EA1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1475
 EA1475.The ellipsoidal height was determined by GPS observations
 EA1475.and is referenced to NAD 83.
 EA1475
 EA1475.The geoid height was determined by GEOID03.
 EA1475
 EA1475.The dynamic height is computed by dividing the NAVD 88
 EA1475.geopotential number by the normal gravity value computed on the
 EA1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1475.degrees latitude (g = 980.6199 gals.).
 EA1475
 EA1475.The modeled gravity was interpolated from observed gravity values.
 EA1475
 EA1475;                    North         East     Units Scale Factor Converg.
 EA1475;SPC NC       -   105,925.250   781,473.106   MT  0.99992029   +1 04 57.9
 EA1475;SPC NC       -   347,523.09  2,563,883.02   sFT  0.99992029   +1 04 57.9
 EA1475;UTM  18      - 3,840,745.035   305,434.405   MT  1.00006661   -1 12 33.3
 EA1475
 EA1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1475!SPC NC       -   1.00000433  x   0.99992029  =   0.99992462
 EA1475!UTM  18      -   1.00000433  x   1.00006661  =   1.00007094
 EA1475
 EA1475                          SUPERSEDED SURVEY CONTROL
 EA1475
 EA1475  NAD 83(2001)-  34 41 24.83857(N)    077 07 26.54278(W) AD(       ) 1
 EA1475  ELLIP H (03/13/03)  -27.575  (m)                       GP(       ) 4 2
 EA1475  NAD 83(1986)-  34 41 24.85051(N)    077 07 26.55304(W) AD(       ) 1
 EA1475  NAVD 88 (06/15/91)    9.574  (m)           31.41   (f) UNKNOWN     1 2
 EA1475
 EA1475.Superseded values are not recommended for survey control.
 EA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1475.See file dsdata.txt to determine how the superseded data were derived.
 EA1475
 EA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0543440745(NAD 83)
 EA1475_MARKER: DE = TRAVERSE STATION DISK
 EA1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1475_SP_SET: CONCRETE POST
 EA1475_STAMPING: BAPTIST 1982
 EA1475_MARK LOGO: NCGS  
 EA1475_PROJECTION: RECESSED 5 CENTIMETERS
 EA1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1475+STABILITY: SURFACE MOTION
 EA1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1475+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1475
 EA1475  HISTORY     - Date     Condition        Report By
 EA1475  HISTORY     - 1982     MONUMENTED       NCGS
 EA1475  HISTORY     - 1982     GOOD             NCGS
 EA1475  HISTORY     - 19820315 GOOD             NCGS
 EA1475  HISTORY     - 19910525 GOOD             USPSQD
 EA1475  HISTORY     - 19940212 GOOD             NCGS
 EA1475  HISTORY     - 19980317 GOOD             NCGS
 EA1475  HISTORY     - 20051101 GOOD             USPSQD
 EA1475
 EA1475                          STATION DESCRIPTION
 EA1475
 EA1475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1475'IN SWANSBORO.
 EA1475'IN SWANSBORO, 0.5 MILE WEST ALONG NC 24 FROM THE END OF THE BRIDGE
 EA1475'OVER WHITE OAK RIVER IN YARD DIRECTLY ACROSS HIGHWAY FROM THE FIRST
 EA1475'BAPTIST CHURCH, AND IN ALIGNMENT WITH THE STEEPLE AND CHURCH SIGN, 4.2
 EA1475'FEET SOUTHWEST OF HIGHWAY CURB, 20.5 FEET EAST OF DROP INLET, 27.8
 EA1475'FEET NORTHWEST OF NORTHWEST END OF CONCRETE DRIVE CONNECTION, 40.9
 EA1475'FEET EAST OF SERVICE POLE WITH REFERENCE TAG AND 86.9 FEET SOUTHEAST
 EA1475'OF SEWER MANHOLE COVER.
 EA1475'THE MARK IS 1 FT ABOVE HIGHWAY.
 EA1475
 EA1475                          STATION RECOVERY (1982)
 EA1475
 EA1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1475'RECOVERED AS DESCRIBED.
 EA1475
 EA1475                          STATION RECOVERY (1991)
 EA1475
 EA1475'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAZ)
 EA1475'RECOVERED IN GOOD CONDITION.
 EA1475
 EA1475                          STATION RECOVERY (1994)
 EA1475
 EA1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EA1475'RECOVERED AS DESCRIBED. MARK IS ACROSS THE STREET FROM THE FIRST
 EA1475'BAPTIST CHURCH AND IN FRONT OF THE SWANSBORO FIRE HOUSE-609 WEST
 EA1475'CORBETT AVENUE (NC 24).
 EA1475
 EA1475                          STATION RECOVERY (1998)
 EA1475
 EA1475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EA1475'RECOVERED AS DESCRIBED.
 EA1475
 EA1475                          STATION RECOVERY (2005)
 EA1475
 EA1475'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0798 ***********************************************************************
 EB0798  DESIGNATION -  BAPTIST
 EB0798  PID         -  EB0798
 EB0798  STATE/COUNTY-  NC/BLADEN
 EB0798  USGS QUAD   -  DUBLIN (1987)
 EB0798
 EB0798                         *CURRENT SURVEY CONTROL
 EB0798  ___________________________________________________________________
 EB0798* NAD 83(2001)-  34 37 58.47184(N)    078 37 31.79420(W)     ADJUSTED  
 EB0798* NAVD 88     -        41.219  (meters)     135.23   (feet)  ADJUSTED  
 EB0798  ___________________________________________________________________
 EB0798  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 EB0798  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EB0798  DYNAMIC HT  -          41.180 (meters)     135.10  (feet)  COMP
 EB0798  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EB0798
 EB0798  HORZ ORDER  -  SECOND
 EB0798  VERT ORDER  -  SECOND    CLASS II
 EB0798
 EB0798.The horizontal coordinates were established by classical geodetic methods
 EB0798.and adjusted by the National Geodetic Survey in August 2005.
 EB0798
 EB0798.The orthometric height was determined by differential leveling
 EB0798.and adjusted in June 1991.
 EB0798
 EB0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0798
 EB0798.The geoid height was determined by GEOID03.
 EB0798
 EB0798.The dynamic height is computed by dividing the NAVD 88
 EB0798.geopotential number by the normal gravity value computed on the
 EB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0798.degrees latitude (g = 980.6199 gals.).
 EB0798
 EB0798.The modeled gravity was interpolated from observed gravity values.
 EB0798
 EB0798;                    North         East     Units Scale Factor Converg.
 EB0798;SPC NC       -    98,007.286   643,938.296   MT  0.99993051   +0 12 58.1
 EB0798;SPC NC       -   321,545.57  2,112,654.23   sFT  0.99993051   +0 12 58.1
 EB0798;UTM  17      - 3,834,899.422   717,662.658   MT  1.00018399   +1 20 60.0
 EB0798
 EB0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0798!SPC NC       -   0.99999898  x   0.99993051  =   0.99992949
 EB0798!UTM  17      -   0.99999898  x   1.00018399  =   1.00018297
 EB0798
 EB0798:                Primary Azimuth Mark                     Grid Az
 EB0798:SPC NC       -  VEEDER                                   296 58 23.4
 EB0798:UTM  17      -  VEEDER                                   295 50 21.5
 EB0798
 EB0798|---------------------------------------------------------------------|
 EB0798| PID    Reference Object                     Distance      Geod. Az  |
 EB0798|                                                           dddmmss.s |
 EB0798| EB0797 VEEDER                              APPROX. 0.6 KM 2971121.5 |
 EB0798|---------------------------------------------------------------------|
 EB0798
 EB0798                          SUPERSEDED SURVEY CONTROL
 EB0798
 EB0798  NAD 83(1986)-  34 37 58.48084(N)    078 37 31.80462(W) AD(       ) 2
 EB0798  NAD 27      -  34 37 57.86494(N)    078 37 32.75309(W) AD(       ) 2
 EB0798  NGVD 29 (??/??/92)   41.513  (m)          136.20   (f) ADJ UNCH    2 2
 EB0798
 EB0798.Superseded values are not recommended for survey control.
 EB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0798.See file dsdata.txt to determine how the superseded data were derived.
 EB0798
 EB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1766334899(NAD 83)
 EB0798_MARKER: DE = TRAVERSE STATION DISK
 EB0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0798_STAMPING: BAPTIST 1973
 EB0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0798+STABILITY: SURFACE MOTION
 EB0798
 EB0798  HISTORY     - Date     Condition        Report By
 EB0798  HISTORY     - 1973     MONUMENTED       NCGS
 EB0798  HISTORY     - 1974     GOOD             NCGS
 EB0798  HISTORY     - 19820501 MARK NOT FOUND   NGS
 EB0798  HISTORY     - 1985     GOOD             USPSQD
 EB0798  HISTORY     - 1986     GOOD             USPSQD
 EB0798  HISTORY     - 20050331 GOOD             GEOCAC
 EB0798
 EB0798                          STATION DESCRIPTION
 EB0798
 EB0798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0798'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IS
 EB0798'THE VICINITY OF ELIZABETHTOWN, NORTH CAROLINA.
 EB0798'
 EB0798'BAPTIST IS LOCATED APPROXIMATELY 1.2 MILES WNW OF ELIZABETHTOWN, AND
 EB0798'6.0 MILES SE OF DUBLIN.  TO REACH STATION FROM THE MAIN INTERSECTION
 EB0798'AT THE COURTHOUSE IN ELIZABETHTOWN.  GO WEST ON NC 87 AND 41 FOR
 EB0798'1.15 MILE TO SR 1155 (SOUTH) AND STATION APPROXIMATELY 150 FEET WEST
 EB0798'OF INTERSECTION SOUTH SHOULDER OF NC 87 AND 41.
 EB0798'
 EB0798'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAPTIST
 EB0798'1973, SET IN THE TOP OF A CONCRETE CYLINDER, SET 5 INCHES BELOW THE
 EB0798'SURFACE OF THE GROUND.
 EB0798'
 EB0798'MARK IS
 EB0798'
 EB0798'21.3 FEET SSW OF A C/L OF NC 87 AND 41.
 EB0798'2.0 FEET W OF A 4 INCH X 4 INCH REFLECTOR SIGN W/ALUMINUM REF.
 EB0798'TAG.
 EB0798'62.1 FEET ESE OF PP W/ALUMINUM REF. TAG.
 EB0798'37.0 FEET N OF A 20 FEET OAK W/ALUMINUM REF. TAG.
 EB0798
 EB0798                          STATION RECOVERY (1974)
 EB0798
 EB0798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0798'1.2 MI WNW FROM ELIZABETHTOWN.
 EB0798'TO REACH STATION FROM THE MAIN INTERSECTION AT THE COURTHOUSE IN
 EB0798'ELIZABETHTOWN, PROCEED WEST ALONG NC 87 AND 41 FOR 1.15 MILES TO
 EB0798'SR 1155 SOUTH AND STATION APPROXIMATELY 150 FEET WEST OF
 EB0798'INTERSECTION IN SOUTH SHOULDER OF NC 87 AND 41, 21.3 FT SSW OF
 EB0798'C/L OF NC 87 AND 41, 2.0 FT WEST OF 4 X 4 REFLECTOR SIGN WITH
 EB0798'ALUMINUM REF. TAG, 62.1 FT ESE OF PP WITH ALUMINUM REF. TAG,
 EB0798'AND 37.0 FT NORTH OF 20 IN OAK WITH ALUMINUM REF. TAG.  DISK IS
 EB0798'SET IN TOP OF CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND.
 EB0798
 EB0798                          STATION RECOVERY (1982)
 EB0798
 EB0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JLH)
 EB0798'MARK NOT FOUND.
 EB0798
 EB0798                          STATION RECOVERY (1985)
 EB0798
 EB0798'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAM)
 EB0798'BAPTIST 1973 FOUND GOOD.
 EB0798'
 EB0798'STATION MARK IS NOW 3 INCHES BELOW SURFACE OF GROUND.
 EB0798
 EB0798                          STATION RECOVERY (1986)
 EB0798
 EB0798'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EB0798'RECOVERED IN GOOD CONDITION.
 EB0798
 EB0798                          STATION RECOVERY (2005)
 EB0798
 EB0798'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0798'RECOVERED IN GOOD CONDITION. IN ADDITION TO THE CL DISTANCE FROM
 EB0798'NC-87, STATION IS 73.6 FEET (WSW) OF THE CL TO A TURN ON TO SR-1155
 EB0798'(COMARTIE RD.), 62.1 FEET (ESE) OF A PP WITH WITNESS TAG NUMBERED
 EB0798'BL24-AP, 37.0 FEET (N) OF A 20 INCH OAK WITH WITNESS TAG AND 27.0 FEET
 EB0798'(WSW) OF A METAL SPEED LIMIT SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1294 ***********************************************************************
 FY1294  DESIGNATION -  BAPTIST
 FY1294  PID         -  FY1294
 FY1294  STATE/COUNTY-  NC/GUILFORD
 FY1294  USGS QUAD   -  GIBSONVILLE (1994)
 FY1294
 FY1294                         *CURRENT SURVEY CONTROL
 FY1294  ___________________________________________________________________
 FY1294* NAD 83(2001)-  36 04 35.49131(N)    079 34 11.78026(W)     ADJUSTED  
 FY1294* NAVD 88     -       209.668  (meters)     687.89   (feet)  ADJUSTED  
 FY1294  ___________________________________________________________________
 FY1294  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FY1294  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FY1294  DYNAMIC HT  -         209.502 (meters)     687.34  (feet)  COMP
 FY1294  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 FY1294
 FY1294  HORZ ORDER  -  SECOND
 FY1294  VERT ORDER  -  SECOND    CLASS II
 FY1294
 FY1294.The horizontal coordinates were established by classical geodetic methods
 FY1294.and adjusted by the National Geodetic Survey in August 2005.
 FY1294
 FY1294.The orthometric height was determined by differential leveling
 FY1294.and adjusted in June 1991.
 FY1294
 FY1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1294
 FY1294.The geoid height was determined by GEOID03.
 FY1294
 FY1294.The dynamic height is computed by dividing the NAVD 88
 FY1294.geopotential number by the normal gravity value computed on the
 FY1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1294.degrees latitude (g = 980.6199 gals.).
 FY1294
 FY1294.The modeled gravity was interpolated from observed gravity values.
 FY1294
 FY1294;                    North         East     Units Scale Factor Converg.
 FY1294;SPC NC       -   258,239.033   558,264.624   MT  0.99997609   -0 19 44.2
 FY1294;SPC NC       -   847,239.23  1,831,573.19   sFT  0.99997609   -0 19 44.2
 FY1294;UTM  17      - 3,993,382.693   628,767.499   MT  0.99980431   +0 50 32.0
 FY1294
 FY1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1294!SPC NC       -   0.99997185  x   0.99997609  =   0.99994794
 FY1294!UTM  17      -   0.99997185  x   0.99980431  =   0.99977617
 FY1294
 FY1294|---------------------------------------------------------------------|
 FY1294| PID    Reference Object                     Distance      Geod. Az  |
 FY1294|                                                           dddmmss.s |
 FY1294| FY3474 CEDAR                               352.096 METERS 23620     |
 FY1294|---------------------------------------------------------------------|
 FY1294
 FY1294                          SUPERSEDED SURVEY CONTROL
 FY1294
 FY1294  NAD 83(1993)-  36 04 35.49341(N)    079 34 11.78455(W) AD(       ) 2
 FY1294  NAD 83(1986)-  36 04 35.49292(N)    079 34 11.78444(W) AD(       ) 2
 FY1294  NAD 27      -  36 04 35.00712(N)    079 34 12.69756(W) AD(       ) 2
 FY1294  NAVD 88 (11/03/99)  209.67   (m)          687.9    (f) LEVELING    3  
 FY1294  NGVD 29 (??/??/92)  209.924  (m)          688.73   (f) ADJ UNCH    2 0
 FY1294
 FY1294.Superseded values are not recommended for survey control.
 FY1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1294.See file dsdata.txt to determine how the superseded data were derived.
 FY1294
 FY1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2876793383(NAD 83)
 FY1294_MARKER: DE = TRAVERSE STATION DISK
 FY1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY1294_STAMPING: BAPTIST 1964
 FY1294_MARK LOGO: NCGS  
 FY1294_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1294+STABILITY: SURFACE MOTION
 FY1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1294+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 FY1294
 FY1294  HISTORY     - Date     Condition        Report By
 FY1294  HISTORY     - 1964     MONUMENTED       NCGS
 FY1294  HISTORY     - 1971     GOOD             NCGS
 FY1294  HISTORY     - 1987     GOOD             USPSQD
 FY1294  HISTORY     - 19910227 GOOD             NCGS
 FY1294
 FY1294                          STATION DESCRIPTION
 FY1294
 FY1294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY1294'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FY1294'ESTABLISHED IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY1294'
 FY1294'BAPTIST IS 2.8 MILES W OF BURLINGTON.  LOCATED 2.8 MILES
 FY1294'SW OF GIBSONVILLE.  0.7 MILES NW OF WHITSETT.  1.0 MILE E OF
 FY1294'BRIGHTWOOD RESTAURANT AT THE Y INTERSECTION OF NC 100 AND OLD
 FY1294'U.S. 70A.  IN THE ISLAND FORMED BY THE INTERSECTION.
 FY1294'
 FY1294'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY1294'STAMPED BAPTIST 1964, SET IN THE TOP OF A CONCRETE CYLINDER,
 FY1294'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY1294'
 FY1294'MARK IS
 FY1294'
 FY1294'24.2 FT N OF S END OF ISLAND ON NC 100
 FY1294'
 FY1294'58.0 FT N OF C/L OF U.S. 70A
 FY1294'
 FY1294'79.8 FT SE OF 3 LEAD NAILS IN 12 INCH CEDAR TREE
 FY1294'
 FY1294'101.3 FT N OF 3 LEAD NAILS IN PP
 FY1294'
 FY1294'300.0 FT NW OF WHITSETT BAPTIST CHURCH
 FY1294'
 FY1294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY1294
 FY1294                          STATION RECOVERY (1971)
 FY1294
 FY1294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 FY1294'2.8 MI W FROM BURLINGTON.
 FY1294'STATION IS 2.8 MI. W OF BURLINGTON AND 2.8 MILES SW OF BIGSONVILLE,
 FY1294'0.7 MILES NW OF WHITSETT, 1.0 MILE E OF BRIGHTWOOD RESTAURANT AT
 FY1294'THE Y INTERSECTION OF NC 100 AND OLD U.S. 70A, IN THE ISLAND
 FY1294'FORMED BY THE INTERSECTION, 24.2 FT N OF S END OF ISLAND ON
 FY1294'NC 100, 58.0 FT N OF C/L OF U.S. 70A, 79.8 FT SE OF 3 NAILS IN
 FY1294'12 INCH CEDAR, 101.3 FT N OF 3 NAILS IN PP AND 300.0 FT NW OF
 FY1294'WHITSETT BAPTIST CHURCH.  STATION IS FLUSH WITH THE GROUND.
 FY1294
 FY1294                          STATION RECOVERY (1987)
 FY1294
 FY1294'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY1294'RECOVERED IN GOOD CONDITION.
 FY1294
 FY1294                          STATION RECOVERY (1991)
 FY1294
 FY1294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY1294'STATION WAS RECOVERED BY NCGS IN FEBRUARY 1991 AND FOUND TO BE IN GOOD
 FY1294'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED
 FY1294'12.5 MI (20.1 KM) EAST OF GREENSBORO, 2.5 MI (4.0 KM) SOUTHWEST OF
 FY1294'GIBSONVILLE, AND IN THE COMMUNITY OF WHITSETT AT THE Y-JUNCTION OF US
 FY1294'70 AND NC 100, IN THE CENTER OF THE CENTERLINE TRAFFIC ISLAND OF NC
 FY1294'100. MARK IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
 FY1294'LOCATED 58.0 FT (17.7 M) NORTH OF THE CENTERLINE OF US 70, 24.0 FT
 FY1294'(7.3 M) NORTH OF THE SOUTH END OF THE TRAFFIC ISLAND, 53.5 FT (16.3 M)
 FY1294'WEST OF A TELEPHONE PEDESTAL, AND 80.5 FT (24.5 M) SOUTH-SOUTHEAST OF
 FY1294'A 16-INCH CEDAR WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1722 ***********************************************************************
 FA1722  DESIGNATION -  BAPTIST
 FA1722  PID         -  FA1722
 FA1722  STATE/COUNTY-  NC/RANDOLPH
 FA1722  USGS QUAD   -  DENTON (1980)
 FA1722
 FA1722                         *CURRENT SURVEY CONTROL
 FA1722  ___________________________________________________________________
 FA1722* NAD 83(2001)-  35 44 42.81647(N)    080 00 10.80676(W)     ADJUSTED  
 FA1722* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 FA1722  ___________________________________________________________________
 FA1722  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 FA1722  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA1722  HORZ ORDER  -  SECOND
 FA1722
 FA1722.The horizontal coordinates were established by classical geodetic methods
 FA1722.and adjusted by the National Geodetic Survey in August 2005.
 FA1722
 FA1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1722
 FA1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1722
 FA1722.The geoid height was determined by GEOID03.
 FA1722
 FA1722;                    North         East     Units Scale Factor Converg.
 FA1722;SPC NC       -   221,792.140   518,886.635   MT  0.99990959   -0 34 44.1
 FA1722;SPC NC       -   727,663.05  1,702,380.57   sFT  0.99990959   -0 34 44.1
 FA1722;UTM  17      - 3,956,149.192   590,146.659   MT  0.99970014   +0 34 56.9
 FA1722
 FA1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1722!SPC NC       -   0.99997516  x   0.99990959  =   0.99988476
 FA1722!UTM  17      -   0.99997516  x   0.99970014  =   0.99967531
 FA1722
 FA1722:                Primary Azimuth Mark                     Grid Az
 FA1722:SPC NC       -  HOOVER                                   305 36 43.1
 FA1722:UTM  17      -  HOOVER                                   304 27 02.1
 FA1722
 FA1722|---------------------------------------------------------------------|
 FA1722| PID    Reference Object                     Distance      Geod. Az  |
 FA1722|                                                           dddmmss.s |
 FA1722| FA1678 HOOVER                              APPROX. 1.0 KM 3050159.0 |
 FA1722|---------------------------------------------------------------------|
 FA1722
 FA1722                          SUPERSEDED SURVEY CONTROL
 FA1722
 FA1722  NAD 83(1986)-  35 44 42.82344(N)    080 00 10.81541(W) AD(       ) 2
 FA1722  NAD 27      -  35 44 42.33303(N)    080 00 11.66639(W) AD(       ) 2
 FA1722  NGVD 29 (07/19/86)  188.9    (m)          620.     (f) VERT ANG    3  
 FA1722
 FA1722.Superseded values are not recommended for survey control.
 FA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1722.See file dsdata.txt to determine how the superseded data were derived.
 FA1722
 FA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9014756149(NAD 83)
 FA1722_MARKER: DE = TRAVERSE STATION DISK
 FA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1722_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1722+STABILITY: SURFACE MOTION
 FA1722
 FA1722  HISTORY     - Date     Condition        Report By
 FA1722  HISTORY     - 1971     MONUMENTED       NCGS
 FA1722  HISTORY     - 1982     GOOD             NCGS
 FA1722
 FA1722                          STATION DESCRIPTION
 FA1722
 FA1722'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 FA1722'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA1722'ESTABLISHED IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 FA1722'
 FA1722'BAPTIST IS LOCATED APPROXIMATELY 10.9 MILES WEST OF
 FA1722'ASHEBORO.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA1722'U.S. 64 AND U.S 220 BYPASS IN ASHEBORO.  GO WEST ON U.S. 64
 FA1722'FOR 10.7 MILES TO STATION ON LEFT SHOULDER (SOUTH SIDE)
 FA1722'OF U.S. 64.  AT THE INTERSECTION OF U.S. 64, SR 1405 AND SR 1311.
 FA1722'
 FA1722'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FA1722'STAMPED BAPTIST 1971, SET IN THE TOP OF A CONCRETE CYLINDER,
 FA1722'THE TOP OF WHICH IS 6 INCHES BELOW THE GROUND.
 FA1722'
 FA1722'MARK IS
 FA1722'
 FA1722'23.0 FT SW OF C/L OF U.S. 64
 FA1722'
 FA1722'123.4 FT NW OF C/L OF SR 1311
 FA1722'
 FA1722'80.8 FT S OF R/W MARKER
 FA1722'
 FA1722'41.1 FT NE OF ALUMINUM REF. TAG ON 14 INCH RED OAK TREE
 FA1722'
 FA1722'66.5 FT E OF ALUMINUM REF. TAG ON 18 INCH TWIN WHITE OAK
 FA1722'
 FA1722'41.7 FT N OF ALUMINUM REF. TAG ON 12 INCH WHITE OAK TREE
 FA1722
 FA1722                          STATION RECOVERY (1982)
 FA1722
 FA1722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA1722'THE STATION WAS RECOVERED AT THIS DATE.
 FA1722'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.  MARK
 FA1722'IS 124.8 FT NORTHWEST OF THE CENTERLINE OF SR 1311--AND 40.1 FT
 FA1722'NORTHEAST OF A 14-INCH OAK, 64.3 FT EAST OF AN 18-INCH
 FA1722'TWIN-TRUNK OAK--BOTH WITH REFERENCE TAGS.
 FA1722'
 FA1722'MARK IS 8 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3291 ***********************************************************************
 FB3291  DESIGNATION -  BAPTIST
 FB3291  PID         -  FB3291
 FB3291  STATE/COUNTY-  NC/HAYWOOD
 FB3291  USGS QUAD   -  CLYDE (1978)
 FB3291
 FB3291                         *CURRENT SURVEY CONTROL
 FB3291  ___________________________________________________________________
 FB3291* NAD 83(2001)-  35 31 34.46125(N)    082 57 08.91005(W)     ADJUSTED  
 FB3291* NAVD 88     -       823.1    (meters)    2700.     (feet)  VERTCON   
 FB3291  ___________________________________________________________________
 FB3291  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FB3291  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 FB3291  HORZ ORDER  -  SECOND
 FB3291
 FB3291.The horizontal coordinates were established by classical geodetic methods
 FB3291.and adjusted by the National Geodetic Survey in August 2005.
 FB3291
 FB3291.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3291
 FB3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3291
 FB3291.The geoid height was determined by GEOID03.
 FB3291
 FB3291;                    North         East     Units Scale Factor Converg.
 FB3291;SPC NC       -   204,174.138   251,248.499   MT  0.99988403   -2 16 52.5
 FB3291;SPC NC       -   669,861.32    824,304.45   sFT  0.99988403   -2 16 52.5
 FB3291;UTM  17      - 3,933,156.649   322,970.372   MT  0.99998621   -1 08 05.4
 FB3291
 FB3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3291!SPC NC       -   0.99987535  x   0.99988403  =   0.99975940
 FB3291!UTM  17      -   0.99987535  x   0.99998621  =   0.99986157
 FB3291
 FB3291:                Primary Azimuth Mark                     Grid Az
 FB3291:SPC NC       -  REBEL                                    078 17 29.6
 FB3291:UTM  17      -  REBEL                                    077 08 42.5
 FB3291
 FB3291|---------------------------------------------------------------------|
 FB3291| PID    Reference Object                     Distance      Geod. Az  |
 FB3291|                                                           dddmmss.s |
 FB3291| FB3287 REBEL                               APPROX. 0.8 KM 0760037.1 |
 FB3291|---------------------------------------------------------------------|
 FB3291
 FB3291                          SUPERSEDED SURVEY CONTROL
 FB3291
 FB3291  NAD 83(1995)-  35 31 34.46118(N)    082 57 08.90979(W) AD(       ) 2
 FB3291  NAD 83(1986)-  35 31 34.46617(N)    082 57 08.91062(W) AD(       ) 2
 FB3291  NAD 27      -  35 31 34.09083(N)    082 57 09.41880(W) AD(       ) 2
 FB3291  NGVD 29 (07/19/86)  823.1    (m)         2700.     (f) VERT ANG    3  
 FB3291
 FB3291.Superseded values are not recommended for survey control.
 FB3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3291.See file dsdata.txt to determine how the superseded data were derived.
 FB3291
 FB3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2297033157(NAD 83)
 FB3291_MARKER: DE = TRAVERSE STATION DISK
 FB3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3291_STAMPING: BAPTIST 1977
 FB3291_MARK LOGO: NCGS  
 FB3291_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3291+STABILITY: SURFACE MOTION
 FB3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3291+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1999
 FB3291
 FB3291  HISTORY     - Date     Condition        Report By
 FB3291  HISTORY     - 1977     MONUMENTED       NCGS
 FB3291  HISTORY     - 19870101 GOOD             NCGS
 FB3291  HISTORY     - 19990126 GOOD             NCGS
 FB3291
 FB3291                          STATION DESCRIPTION
 FB3291
 FB3291'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3291'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST OF CLYDE AND 3.1
 FB3291'MILES NORTHEAST OF WAYNESVILLE.
 FB3291'
 FB3291'TO REACH THE STATION FROM THE US 19-23 OVERPASS OF US 23 BUSINESS AND
 FB3291'NC 209 ON THE EAST SIDE OF LAKE JUNALUSKA, PROCEED NORTHEAST ALONG THE
 FB3291'FRONTAGE ROAD (SR 1646 PARALLELING NORTHWEST SIDE OF US 19-23) FOR 0.3
 FB3291'MILE TO STATION ON RIGHT BY FENCE.
 FB3291'
 FB3291'STATION MARK IS A STANDARD DISK STAMPED---BAPTIST 1977---, SET IN THE
 FB3291'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3291'THE MARK IS 41.0 FEET NORTH OF THE CENTERLINE OF SOUTH BOUND LANE OF
 FB3291'US 19-23, 18.8 FEET SOUTH OF THE CENTERLINE OF FRONTAGE ROAD, 6.9 FEET
 FB3291'NORTH OF FENCE LINE, 52.5 FEET WEST OF WEST END OF GUARD RAIL AND 42.5
 FB3291'FEET WEST OF CENTER OF IRON DRAINAGE GRATE.
 FB3291
 FB3291                          STATION RECOVERY (1987)
 FB3291
 FB3291'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 FB3291'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF SIGHT
 FB3291'ARE CLEAR.
 FB3291
 FB3291                          STATION RECOVERY (1999)
 FB3291
 FB3291'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3291'RECOVERED AS DESCRIBED, WITH ADDITIONAL INFORMATION.
 FB3291'MARK IS ABOUT 1-FT LOWER THAN SR 1646, AND RECESSED 1-INCH IN GROUND.
 FB3291'LOCATED 94.0 FT (28.7 M) EAST OF CENTERLINE INTERSECTION OF SR 1646
 FB3291'AND CREDIT UNION WAY, 59.3 FT (18.1 M) SOUTH OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2274 ***********************************************************************
 EB2274  DESIGNATION -  BAPTIST
 EB2274  PID         -  EB2274
 EB2274  STATE/COUNTY-  NC/COLUMBUS
 EB2274  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2274
 EB2274                         *CURRENT SURVEY CONTROL
 EB2274  ___________________________________________________________________
 EB2274* NAD 83(2001)-  34 08 21.55371(N)    078 46 57.30290(W)     ADJUSTED  
 EB2274* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 EB2274  ___________________________________________________________________
 EB2274  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 EB2274  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EB2274  HORZ ORDER  -  SECOND
 EB2274
 EB2274.The horizontal coordinates were established by classical geodetic methods
 EB2274.and adjusted by the National Geodetic Survey in August 2005.
 EB2274
 EB2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2274
 EB2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2274
 EB2274.The geoid height was determined by GEOID03.
 EB2274
 EB2274;                    North         East     Units Scale Factor Converg.
 EB2274;SPC NC       -    43,211.636   629,655.461   MT  1.00005937   +0 07 31.7
 EB2274;SPC NC       -   141,770.18  2,065,794.62   sFT  1.00005937   +0 07 31.7
 EB2274;UTM  17      - 3,779,824.742   704,457.677   MT  1.00011533   +1 14 41.5
 EB2274
 EB2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2274!SPC NC       -   1.00000145  x   1.00005937  =   1.00006082
 EB2274!UTM  17      -   1.00000145  x   1.00011533  =   1.00011678
 EB2274
 EB2274                          SUPERSEDED SURVEY CONTROL
 EB2274
 EB2274  NAD 83(1986)-  34 08 21.56120(N)    078 46 57.30777(W) AD(       ) 2
 EB2274  NAD 27      -  34 08 20.94971(N)    078 46 58.23921(W) AD(       ) 2
 EB2274  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG    3  
 EB2274
 EB2274.Superseded values are not recommended for survey control.
 EB2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2274.See file dsdata.txt to determine how the superseded data were derived.
 EB2274
 EB2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0445879825(NAD 83)
 EB2274_MARKER: DE = TRAVERSE STATION DISK
 EB2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2274
 EB2274  HISTORY     - Date     Condition        Report By
 EB2274  HISTORY     - 1969     MONUMENTED       NCGS
 EB2274
 EB2274                          STATION DESCRIPTION
 EB2274
 EB2274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2274'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2274'IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2274'
 EB2274'BAPTIST IS LOCATED APPROXIMATELY 5.5 MILES EAST OF TABOR CITY
 EB2274'AND 0.2 MILE NORTHEAST OF IRON HILL.  TO REACH STATION PROCEED
 EB2274'FROM THE INTERSECTION OF U.S. 701 AND SR 1005, GO SOUTH ON SR
 EB2274'1005 FOR 1.25 MILES TO INTERSECTION OF SR 1005 AND SR 1154,
 EB2274'CONTINUE SOUTH ON SR 1005 FOR 2.25 MILES TO STATION ON LEFT AT
 EB2274'SOUTH EDGE OF CHURCH YARD AND 0.1 MILE NORTH OF INTERSECTION
 EB2274'OF SR 1005 AND SR 1173.
 EB2274'
 EB2274'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2274'BAPTIST 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2274'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2274'
 EB2274'MARK IS
 EB2274'
 EB2274'54.3 FT SSE OF PP WITH LIGHT ON TOP AND WITH ALUMINUM REF. TAG.
 EB2274'
 EB2274'19.5 FT E OF SYCAMORE TREE WITH ALUMINUM REF. TAG.
 EB2274'
 EB2274'13.8 FT W OF SYCAMORE TREE WITH ALUMINUM REF. TAG.
 EB2274'
 EB2274'30.8 FT WNW OF PP A85 WITH ALUMINUM REF. TAG.
 EB2274'
 EB2274'55.6 FT W OF GUY WIRE
 EB2274'
 EB2274'90.2 FT E OF C/L OF SR 1005
 EB2274'
 EB2274'89.4 FT SE OF EDGE OF IRON HILL BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3662 ***********************************************************************
 EZ3662  CBN         -  This is a Cooperative Base Network Control Station.
 EZ3662  DESIGNATION -  BAPTIST
 EZ3662  PID         -  EZ3662
 EZ3662  STATE/COUNTY-  NC/MONTGOMERY
 EZ3662  USGS QUAD   -  CANDOR (1994)
 EZ3662
 EZ3662                         *CURRENT SURVEY CONTROL
 EZ3662  ___________________________________________________________________
 EZ3662* NAD 83(2007)-  35 17 50.21146(N)    079 44 45.02989(W)     ADJUSTED  
 EZ3662* NAVD 88     -       225.370  (meters)     739.40   (feet)  ADJUSTED  
 EZ3662  ___________________________________________________________________
 EZ3662  EPOCH DATE  -        2002.00
 EZ3662  X           -     927,742.495 (meters)                     COMP
 EZ3662  Y           -  -5,128,357.575 (meters)                     COMP
 EZ3662  Z           -   3,664,946.894 (meters)                     COMP
 EZ3662  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 EZ3662  ELLIP HEIGHT-         194.625 (meters)          (02/10/07) ADJUSTED
 EZ3662  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EZ3662  DYNAMIC HT  -         225.167 (meters)     738.74  (feet)  COMP
 EZ3662
 EZ3662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ3662  Type    PID    Designation                      North   East  Ellip
 EZ3662  -------------------------------------------------------------------
 EZ3662  NETWORK EZ3662 BAPTIST                           0.33   0.29   0.88
 EZ3662  -------------------------------------------------------------------
 EZ3662  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 EZ3662
 EZ3662  VERT ORDER  -  SECOND    CLASS II
 EZ3662
 EZ3662.The horizontal coordinates were established by GPS observations
 EZ3662.and adjusted by the National Geodetic Survey in February 2007.
 EZ3662
 EZ3662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ3662.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ3662.The horizontal coordinates are valid at the epoch date displayed above.
 EZ3662.The epoch date for horizontal control is a decimal equivalence
 EZ3662.of Year/Month/Day.
 EZ3662
 EZ3662.The orthometric height was determined by differential leveling
 EZ3662.and adjusted in August 2000.
 EZ3662
 EZ3662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ3662
 EZ3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3662
 EZ3662.The ellipsoidal height was determined by GPS observations
 EZ3662.and is referenced to NAD 83.
 EZ3662
 EZ3662.The geoid height was determined by GEOID03.
 EZ3662
 EZ3662.The dynamic height is computed by dividing the NAVD 88
 EZ3662.geopotential number by the normal gravity value computed on the
 EZ3662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3662.degrees latitude (g = 980.6199 gals.).
 EZ3662
 EZ3662.The modeled gravity was interpolated from observed gravity values.
 EZ3662
 EZ3662;                    North         East     Units Scale Factor Converg.
 EZ3662;SPC NC       -   171,894.669   541,771.128   MT  0.99987291   -0 25 49.7
 EZ3662;SPC NC       -   563,957.76  1,777,460.78   sFT  0.99987291   -0 25 49.7
 EZ3662;UTM  17      - 3,906,732.406   614,031.627   MT  0.99976025   +0 43 29.1
 EZ3662
 EZ3662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3662!SPC NC       -   0.99996945  x   0.99987291  =   0.99984237
 EZ3662!UTM  17      -   0.99996945  x   0.99976025  =   0.99972971
 EZ3662
 EZ3662                          SUPERSEDED SURVEY CONTROL
 EZ3662
 EZ3662  NAD 83(2001)-  35 17 50.21158(N)    079 44 45.03008(W) AD(       ) A
 EZ3662  ELLIP H (09/24/02)  194.648  (m)                       GP(       ) 4 1
 EZ3662  NAD 83(1986)-  35 17 50.22098(N)    079 44 45.04122(W) AD(       ) 1
 EZ3662  NAD 83(1995)-  35 17 50.21189(N)    079 44 45.02965(W) AD(       ) B
 EZ3662  ELLIP H (09/11/96)  194.618  (m)                       GP(       ) 4 1
 EZ3662  NAD 83(1986)-  35 17 50.21775(N)    079 44 45.03717(W) AD(       ) 2
 EZ3662  NAD 27      -  35 17 49.70877(N)    079 44 45.90416(W) AD(       ) 2
 EZ3662  NAVD 88 (09/24/02)  225.37   (m)          739.4    (f) LEVELING    3  
 EZ3662  NGVD 29 (12/22/97)  225.6    (m)          740.     (f) GPS OBS     3  
 EZ3662
 EZ3662.Superseded values are not recommended for survey control.
 EZ3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3662.See file dsdata.txt to determine how the superseded data were derived.
 EZ3662
 EZ3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1403206732(NAD 83)
 EZ3662_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ3662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3662_STAMPING: BAPTIST 1972
 EZ3662_MARK LOGO: NCGS  
 EZ3662_PROJECTION: FLUSH
 EZ3662_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3662+STABILITY: SURFACE MOTION
 EZ3662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3662+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 EZ3662
 EZ3662  HISTORY     - Date     Condition        Report By
 EZ3662  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3662  HISTORY     - 1980     GOOD             LOCENG
 EZ3662  HISTORY     - 19950131 GOOD             NCGS
 EZ3662  HISTORY     - 19950131 GOOD             NCGS
 EZ3662  HISTORY     - 19960508 GOOD             NCGS
 EZ3662  HISTORY     - 20010207 GOOD             NCGS
 EZ3662  HISTORY     - 20060731 GOOD             NCGS
 EZ3662
 EZ3662                          STATION DESCRIPTION
 EZ3662
 EZ3662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3662'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3662'THE VICINITY OF CANDOR, NORTH CAROLINA.
 EZ3662'
 EZ3662'BAPTIST IS LOCATED APPROXIMATELY IN THE TOWN OF CANDOR AND 4.6 MILES
 EZ3662'SE OF BISCOE.  TO REACH STATION FROM THE INTERSECTION OF US 220,
 EZ3662'NC 211, NC 731, AND SR 1579 IN CANDOR, PROCEED NORTH ALONG US 220
 EZ3662'FOR 0.15 MILE TO INTERSECTION WITH PAVED ROAD (W) LEADING TO THE
 EZ3662'CANDOR BAPTIST CHURCH AND STATION ON THE LEFT IN SW QUADRANT OF
 EZ3662'INTERSECTION, APPROXIMATELY 700 FEET E OF THE BAPTIST CHURCH AND
 EZ3662'APPROXIMATELY 425 FEET NORTH OF A PRESBYTERIAN CHURCH.
 EZ3662'
 EZ3662'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3662'BAPTIST 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3662'WHICH IS FLUSH WITH THE GROUND.
 EZ3662'
 EZ3662'MARK IS
 EZ3662'32.2 FEET W OF C/L OF US 220 SOUTHBOUND.
 EZ3662'26.2 FEET S OF C/L OF PAVED ROAD W TO CANDOR BAPTIST CHURCH.
 EZ3662'5.9 FEET SE OF 4X4 HIGHWAY STOP SIGN POST WITH ALUMINUM REF. TAG.
 EZ3662'15.8 FEET NNW OF TOP OF FIREPLUG ON W SIDE OF US 220.
 EZ3662'93.7 FEET N OF N END OF CONCRETE RETAINING WALL.
 EZ3662
 EZ3662                          STATION RECOVERY (1980)
 EZ3662
 EZ3662'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JLW)
 EZ3662'MARK STAMPED GOOD RECOVERED IN GOOD CONDITION.
 EZ3662'
 EZ3662'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES E. OF TROY.
 EZ3662
 EZ3662                          STATION RECOVERY (1995)
 EZ3662
 EZ3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ3662'RECOVERED BY NCGS IN 1995. STATION IS LOCATED IN CANDOR AND ABOUT 4.6
 EZ3662'MI (7.4 KM) SOUTHEAST OF BISCOE. ALONG US 220A FOR 0.15 MI (0.24 KM)
 EZ3662'NORTH FROM INTERSECTION OF NC 211, NC 731 AND SR 1579 IN CANDOR, AT
 EZ3662'CHURCH STREET, IN SOUTHWEST QUADRANT AND ABOUT 425 FEET (129.5 M)
 EZ3662'NORTH OF CANDOR PRESBYTERIAN CHURCH. MARK IS RECESSED ABOUT 1-INCH
 EZ3662'BELOW THE GROUND.  LOCATED 31.7 FT (9.7 M) WEST OF THE CENTERLINE OF
 EZ3662'US 220A SOUTHBOUND, 24.4 FT (7.4 M) SOUTH OF THE CENTERLINE OF CHURCH
 EZ3662'STREET, 15.8 FT (4.8 M) NORTH-NORTHWEST OF FIRE HYDRANT, 93.7 FT (28.6
 EZ3662'M) NORTH OF NORTH END OF CONCRETE RETAINING WALL AND 5.0 FT (1.5 M)
 EZ3662'SOUTH-SOUTHEAST OF STREET SIGN.
 EZ3662
 EZ3662                          STATION RECOVERY (1995)
 EZ3662
 EZ3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ3662'RECOVERED AS DESCRIBED.
 EZ3662
 EZ3662                          STATION RECOVERY (1996)
 EZ3662
 EZ3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ3662'RECOVERED AS DESCRIBED.
 EZ3662
 EZ3662                          STATION RECOVERY (2001)
 EZ3662
 EZ3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ3662'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION. MARK IS NOW
 EZ3662'RECESSED 3-INCHES.
 EZ3662'
 EZ3662
 EZ3662                          STATION RECOVERY (2006)
 EZ3662
 EZ3662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ3662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4117 ***********************************************************************
 EZ4117  DESIGNATION -  BAPTIST
 EZ4117  PID         -  EZ4117
 EZ4117  STATE/COUNTY-  NC/WILSON
 EZ4117  USGS QUAD   -  LUCAMA (1978)
 EZ4117
 EZ4117                         *CURRENT SURVEY CONTROL
 EZ4117  ___________________________________________________________________
 EZ4117* NAD 83(2001)-  35 38 56.69183(N)    078 00 43.44625(W)     ADJUSTED  
 EZ4117* NAVD 88     -        41.     (meters)     135.     (feet)  VERTCON   
 EZ4117  ___________________________________________________________________
 EZ4117  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 EZ4117  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EZ4117  HORZ ORDER  -  SECOND
 EZ4117
 EZ4117.The horizontal coordinates were established by classical geodetic methods
 EZ4117.and adjusted by the National Geodetic Survey in August 2005.
 EZ4117
 EZ4117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4117
 EZ4117.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4117
 EZ4117.The geoid height was determined by GEOID03.
 EZ4117
 EZ4117;                    North         East     Units Scale Factor Converg.
 EZ4117;SPC NC       -   211,112.341   699,059.000   MT  0.99989657   +0 34 12.7
 EZ4117;SPC NC       -   692,624.41  2,293,496.07   sFT  0.99989657   +0 34 12.7
 EZ4117;UTM  17      - 3,949,140.815   770,522.801   MT  1.00050192   +1 44 32.9
 EZ4117;UTM  18      - 3,949,207.584   227,291.242   MT  1.00051655   -1 45 23.7
 EZ4117
 EZ4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4117!SPC NC       -   0.99999907  x   0.99989657  =   0.99989564
 EZ4117!UTM  17      -   0.99999907  x   1.00050192  =   1.00050099
 EZ4117!UTM  18      -   0.99999907  x   1.00051655  =   1.00051562
 EZ4117
 EZ4117|---------------------------------------------------------------------|
 EZ4117| PID    Reference Object                     Distance      Geod. Az  |
 EZ4117|                                                           dddmmss.s |
 EZ4117| EZ4118 BASS                                350.608 METERS 15609     |
 EZ4117| EZ4121 LUCAMA                              130.914 METERS 35234     |
 EZ4117|---------------------------------------------------------------------|
 EZ4117
 EZ4117                          SUPERSEDED SURVEY CONTROL
 EZ4117
 EZ4117  NAD 83(1986)-  35 38 56.70000(N)    078 00 43.45639(W) AD(       ) 2
 EZ4117  NAD 27      -  35 38 56.12853(N)    078 00 44.49979(W) AD(       ) 2
 EZ4117  NGVD 29 (07/19/86)   41.     (m)          135.     (f) VERT ANG    3  
 EZ4117
 EZ4117.Superseded values are not recommended for survey control.
 EZ4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4117.See file dsdata.txt to determine how the superseded data were derived.
 EZ4117
 EZ4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7052349141(NAD 83)
 EZ4117_MARKER: DE = TRAVERSE STATION DISK
 EZ4117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4117_STAMPING: BAPTIST 1967
 EZ4117_MARK LOGO: NCGS  
 EZ4117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4117+STABILITY: SURFACE MOTION
 EZ4117
 EZ4117  HISTORY     - Date     Condition        Report By
 EZ4117  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4117
 EZ4117                          STATION DESCRIPTION
 EZ4117
 EZ4117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4117'BAPTIST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4117'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EZ4117'
 EZ4117'BAPTIST IS LOCATED APPROXIMATELY 0.4 MILE NORTHWEST OF THE
 EZ4117'CENTER OF LUCAMA.  TO REACH STATION PROCEED FROM THE
 EZ4117'INTERSECTION OF SR 1171 WITH U.S. 301 SOUTH BOUND LANE IN LUCAMA,
 EZ4117'GO NORTHWEST ON SR 1171 FOR 0.2 MILE TO STATION.  WHICH IS ON
 EZ4117'THE NORTHEAST BANK OF SR 1171 AT EDGE OF WOODS LINE, IN LINE
 EZ4117'WITH SOUTH SIDE OF CONCRETE BLOCK BUILDING.
 EZ4117'
 EZ4117'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4117'BAPTIST 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4117'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4117'
 EZ4117'MARK IS
 EZ4117'
 EZ4117'28.9 FT ENE OF C/L OF SR 1171
 EZ4117'
 EZ4117'15.5 FT NW OF 8 INCH TWIN OAK AT EDGE OF WOODS, WITH
 EZ4117'ALUMINUM REF. TAG
 EZ4117'
 EZ4117'4.2 FT SW OF 10 INCH OAK AT EDGE OF WOODS, WITH ALUMINUM REF. TAG
 EZ4117'
 EZ4117'31.8 FT SSW OF 8 INCH OAK AT EDGE OF WOODS, WITH ALUMINUM REF. TAG
 EZ4117'
 EZ4117'101.5 FT SW OF PP WITH ALUMINUM REF. TAG, AT INTERSECTION
 EZ4117'OF POWER LINE ON NORTHEAST SIDE OF SR 1171
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4398 ***********************************************************************
 EZ4398  DESIGNATION -  BAPTIST
 EZ4398  PID         -  EZ4398
 EZ4398  STATE/COUNTY-  NC/WAKE
 EZ4398  USGS QUAD   -  ZEBULON (1981)
 EZ4398
 EZ4398                         *CURRENT SURVEY CONTROL
 EZ4398  ___________________________________________________________________
 EZ4398* NAD 83(2001)-  35 51 28.29610(N)    078 20 29.68617(W)     ADJUSTED  
 EZ4398* NAVD 88     -       107.2    (meters)     352.     (feet)  VERTCON   
 EZ4398  ___________________________________________________________________
 EZ4398  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 EZ4398  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EZ4398  HORZ ORDER  -  SECOND
 EZ4398
 EZ4398.The horizontal coordinates were established by classical geodetic methods
 EZ4398.and adjusted by the National Geodetic Survey in August 2005.
 EZ4398
 EZ4398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4398
 EZ4398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4398
 EZ4398.The geoid height was determined by GEOID03.
 EZ4398
 EZ4398;                    North         East     Units Scale Factor Converg.
 EZ4398;SPC NC       -   234,027.310   669,068.497   MT  0.99992843   +0 22 48.1
 EZ4398;SPC NC       -   767,804.60  2,195,102.23   sFT  0.99992843   +0 22 48.1
 EZ4398;UTM  17      - 3,971,446.811   740,053.589   MT  1.00031014   +1 33 28.7
 EZ4398
 EZ4398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4398!SPC NC       -   0.99998849  x   0.99992843  =   0.99991692
 EZ4398!UTM  17      -   0.99998849  x   1.00031014  =   1.00029863
 EZ4398
 EZ4398                          SUPERSEDED SURVEY CONTROL
 EZ4398
 EZ4398  NAD 83(1986)-  35 51 28.30199(N)    078 20 29.69731(W) AD(       ) 2
 EZ4398  NAD 27      -  35 51 27.74767(N)    078 20 30.69978(W) AD(       ) 2
 EZ4398  NGVD 29 (07/19/86)  107.5    (m)          353.     (f) VERT ANG    3  
 EZ4398
 EZ4398.Superseded values are not recommended for survey control.
 EZ4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4398.See file dsdata.txt to determine how the superseded data were derived.
 EZ4398
 EZ4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4005471447(NAD 83)
 EZ4398_MARKER: DE = TRAVERSE STATION DISK
 EZ4398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4398_STAMPING: BAPTIST 1969
 EZ4398_MARK LOGO: NCGS  
 EZ4398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4398+STABILITY: SURFACE MOTION
 EZ4398
 EZ4398  HISTORY     - Date     Condition        Report By
 EZ4398  HISTORY     - 1969     MONUMENTED       NCGS
 EZ4398  HISTORY     - 1976     SEE DESCRIPTION  NGS
 EZ4398
 EZ4398                          STATION DESCRIPTION
 EZ4398
 EZ4398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ4398'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4398'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ4398'
 EZ4398'BAPTIST IS LOCATED APPROXIMATELY 2.8 MILES NORTHWEST OF
 EZ4398'ZEBULON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64
 EZ4398'AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 2.6 MILES TO T
 EZ4398'INTERSECTION OF NC 96 AND SR 2333 GOING WEST, CONTINUE NORTHWEST
 EZ4398'ON NC 96 FOR 0.2 MILE TO STATION.  WHICH IS ON THE SOUTH SIDE OF
 EZ4398'ROAD, ON NORTHWEST EDGE OF YARD OWNED BY BAPTIST CHURCH.
 EZ4398'
 EZ4398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4398'BAPTIST 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4398'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4398'
 EZ4398'MARK IS
 EZ4398'
 EZ4398'75.6 FT W OF C/L OF NC 96
 EZ4398'
 EZ4398'35.2 FT NE OF NE CORNER OF BAPTIST CHURCH
 EZ4398'
 EZ4398'35.9 FT N OF CENTER OF BRICK WALKWAY TO CHURCH
 EZ4398'
 EZ4398'22.2 FT N OF BAPTIST CHURCH SIGN
 EZ4398'
 EZ4398'25.8 FT SW OF PP 38, WITH ALUMINUM REF. TAG
 EZ4398
 EZ4398                          STATION RECOVERY (1976)
 EZ4398
 EZ4398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ4398'DESTROYED - MARK FOUND LYING ON TOP OF GROUND.
 EZ4398'
 EZ4398'NOTE--NEW STATION BAPTIST TO BE ESTABLISHED IN AREA.
 EZ4398'
 EZ4398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ4398'2.8 MILES NW OF ZEBULON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5328 ***********************************************************************
 EZ5328  FBN         -  This is a Federal Base Network Control Station.
 EZ5328  DESIGNATION -  BAPTIST
 EZ5328  PID         -  EZ5328
 EZ5328  STATE/COUNTY-  NC/HARNETT
 EZ5328  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ5328
 EZ5328                         *CURRENT SURVEY CONTROL
 EZ5328  ___________________________________________________________________
 EZ5328* NAD 83(2007)-  35 31 05.73369(N)    078 51 56.45176(W)     ADJUSTED  
 EZ5328* NAVD 88     -       112.658  (meters)     369.61   (feet)  ADJUSTED  
 EZ5328  ___________________________________________________________________
 EZ5328  EPOCH DATE  -        2002.00
 EZ5328  X           -   1,003,649.005 (meters)                     COMP
 EZ5328  Y           -  -5,099,471.770 (meters)                     COMP
 EZ5328  Z           -   3,684,863.581 (meters)                     COMP
 EZ5328  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 EZ5328  ELLIP HEIGHT-          80.030 (meters)          (02/10/07) ADJUSTED
 EZ5328  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 EZ5328  DYNAMIC HT  -         112.558 (meters)     369.28  (feet)  COMP
 EZ5328
 EZ5328  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5328  Type    PID    Designation                      North   East  Ellip
 EZ5328  -------------------------------------------------------------------
 EZ5328  NETWORK EZ5328 BAPTIST                           0.22   0.20   0.51
 EZ5328  -------------------------------------------------------------------
 EZ5328  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 EZ5328
 EZ5328  VERT ORDER  -  SECOND    CLASS II
 EZ5328
 EZ5328.The horizontal coordinates were established by GPS observations
 EZ5328.and adjusted by the National Geodetic Survey in February 2007.
 EZ5328
 EZ5328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5328.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5328.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5328.The epoch date for horizontal control is a decimal equivalence
 EZ5328.of Year/Month/Day.
 EZ5328
 EZ5328.The orthometric height was determined by differential leveling
 EZ5328.and adjusted in November 2003.
 EZ5328.No vertical observational check was made to the station.
 EZ5328
 EZ5328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5328
 EZ5328.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5328
 EZ5328.The ellipsoidal height was determined by GPS observations
 EZ5328.and is referenced to NAD 83.
 EZ5328
 EZ5328.The geoid height was determined by GEOID03.
 EZ5328
 EZ5328.The dynamic height is computed by dividing the NAVD 88
 EZ5328.geopotential number by the normal gravity value computed on the
 EZ5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5328.degrees latitude (g = 980.6199 gals.).
 EZ5328
 EZ5328.The modeled gravity was interpolated from observed gravity values.
 EZ5328
 EZ5328;                    North         East     Units Scale Factor Converg.
 EZ5328;SPC NC       -   196,162.204   621,783.714   MT  0.99988337   +0 04 39.1
 EZ5328;SPC NC       -   643,575.50  2,039,968.74   sFT  0.99988337   +0 04 39.1
 EZ5328;UTM  17      - 3,932,613.312   693,538.858   MT  1.00006161   +1 14 25.2
 EZ5328
 EZ5328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5328!SPC NC       -   0.99998744  x   0.99988337  =   0.99987081
 EZ5328!UTM  17      -   0.99998744  x   1.00006161  =   1.00004905
 EZ5328
 EZ5328|---------------------------------------------------------------------|
 EZ5328| PID    Reference Object                     Distance      Geod. Az  |
 EZ5328|                                                           dddmmss.s |
 EZ5328| EZ5335 NC 232                               24.039 METERS 14111     |
 EZ5328| EZ6075 BAPTIST RM 1                         23.848 METERS 19042     |
 EZ5328| EZ6074 BAPTIST AZ MK                                      2892438.6 |
 EZ5328|---------------------------------------------------------------------|
 EZ5328
 EZ5328                          SUPERSEDED SURVEY CONTROL
 EZ5328
 EZ5328  NAD 83(2001)-  35 31 05.73378(N)    078 51 56.45198(W) AD(       ) A
 EZ5328  ELLIP H (09/24/02)   80.033  (m)                       GP(       ) 4 1
 EZ5328  NAD 83(1986)-  35 31 05.73980(N)    078 51 56.45993(W) AD(       ) 1
 EZ5328  NAD 83(1995)-  35 31 05.73429(N)    078 51 56.45132(W) AD(       ) B
 EZ5328  ELLIP H (09/11/96)   80.041  (m)                       GP(       ) 4 1
 EZ5328  NAD 83(1986)-  35 31 05.73392(N)    078 51 56.43199(W) AD(       ) 3
 EZ5328  NAD 27      -  35 31 05.18440(N)    078 51 57.35430(W) AD(       ) 3
 EZ5328  NAVD 88 (12/12/01)  112.66   (m)          369.6    (f) LEVELING    3  
 EZ5328  NGVD 29 (07/19/86)  113.11   (m)          371.1    (f) LEVELING    3  
 EZ5328
 EZ5328.Superseded values are not recommended for survey control.
 EZ5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5328.See file dsdata.txt to determine how the superseded data were derived.
 EZ5328
 EZ5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9353932613(NAD 83)
 EZ5328_MARKER: DS = TRIANGULATION STATION DISK
 EZ5328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5328_STAMPING: BAPTIST 1957
 EZ5328_MARK LOGO: CGS   
 EZ5328_PROJECTION: FLUSH
 EZ5328_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5328+STABILITY: SURFACE MOTION
 EZ5328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5328+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 EZ5328
 EZ5328  HISTORY     - Date     Condition        Report By
 EZ5328  HISTORY     - 1957     MONUMENTED       CGS
 EZ5328  HISTORY     - 1964     GOOD             NCGS
 EZ5328  HISTORY     - 19821112 GOOD             NGS
 EZ5328  HISTORY     - 1984     GOOD             USPSQD
 EZ5328  HISTORY     - 19950124 GOOD             NCGS
 EZ5328  HISTORY     - 19970331 GOOD             NCGS
 EZ5328  HISTORY     - 19980523 GOOD             USPSQD
 EZ5328  HISTORY     - 19990816 GOOD             NCGS
 EZ5328  HISTORY     - 20010201 GOOD             NCGS
 EZ5328  HISTORY     - 20010201 GOOD             NCGS
 EZ5328  HISTORY     - 20010201 GOOD             NCGS
 EZ5328  HISTORY     - 20020214 GOOD             NCGS
 EZ5328  HISTORY     - 20020731 GOOD             NCGS
 EZ5328  HISTORY     - 20041102 GOOD             NCGS
 EZ5328  HISTORY     - 20041102 GOOD             NCGS
 EZ5328  HISTORY     - 20041202 GOOD             NCGS
 EZ5328  HISTORY     - 20061101 GOOD             NCGS
 EZ5328  HISTORY     - 20070111 GOOD             NCGS
 EZ5328  HISTORY     - 20070615 GOOD             GEOCAC
 EZ5328
 EZ5328                          STATION DESCRIPTION
 EZ5328
 EZ5328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ5328'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHWEST OF
 EZ5328'LILLINGTON, 5-1/2 MILES SOUTHWEST OF FUQUAY SPRINGS AND IS ON
 EZ5328'THE PROPERTY OF THE BAPTIST GROVE CHURCH.  IT IS 33 FEET NORTH
 EZ5328'OF THE APPROXIMATE CENTER OF SAND ROAD AND 22 FEET SOUTH OF
 EZ5328'THE SOUTH SIDE OF THE CHURCH.  THE MARK IS SET FLUSH WITH THE
 EZ5328'SURFACE OF THE GROUND AND THE DISK IS STAMPED BAPTIST 1957.
 EZ5328'
 EZ5328'REFERENCE MARK NO. 1 IS 40 FT WEST OF UTILITY POLE AND 36
 EZ5328'FEET SOUTH-SOUTHEAST OF APPROXIMATE CENTER OF ROAD.  THE MARK IS
 EZ5328'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EZ5328'BAPTIST NO 1 1957.
 EZ5328'
 EZ5328'N.C.G.S. 232 WAS USED AS A REFERENCE MARK.  IT IS 32 FEET
 EZ5328'NORTHWEST OF THE APPROXIMATE CENTER OF ROAD AND 19 FEET NORTHEAST
 EZ5328'OF APPROXIMATE CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 12
 EZ5328'INCHES AND THE DISK IS STAMPED N.C. 232.
 EZ5328'
 EZ5328'AZIMUTH MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 EZ5328'SAND ROAD AND 2-1/2 FEET EAST OF WITNESS POST.  THE MARK
 EZ5328'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAPTIST 1957.
 EZ5328'
 EZ5328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 421
 EZ5328'AND 401 IN LILLINGTON.  GO NORTHERLY ON U.S. HIGHWAYS 421 AND
 EZ5328'401 FOR 1.2 MILES TO FORKS, TAKE LEFT FORK AND GO NORTH ON
 EZ5328'U.S. HIGHWAY 401 FOR 3.2 MILES TO SIDE ROAD LEFT.  TURN LEFT
 EZ5328'AND GO NORTHWEST ON HARD SURFACED ROAD FOR 4.2 MILES TO
 EZ5328'CROSSROADS AND CHURCH, CONTINUE STRAIGHT AHEAD FOR 1.7 MILES
 EZ5328'TO THE BAPTIST GROVE CHURCH AND STATION ON LEFT AS
 EZ5328'DESCRIBED.  TO REACH AZIMUTH MARK, GO WESTERLY ON SAND ROAD
 EZ5328'FOR 0.65 MILE TO MARK ON RIGHT.
 EZ5328'
 EZ5328'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 EZ5328
 EZ5328                          STATION RECOVERY (1964)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1964 (CBM)
 EZ5328'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (1982)
 EZ5328
 EZ5328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EZ5328'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EZ5328'CONDITION.  NCGS 232 AND THE AZIMUTH MARK HAVE BEEN DESTROYED BY ROAD
 EZ5328'CONSTRUCTION.  REFERENCE MARK 2 WAS SET AT THIS TIME.  THE DISTANCE TO
 EZ5328'REFERENCE MARK 1 CHECKED WITH THE 1957 DESCRIPTION.  THE STATION IS
 EZ5328'LOCATED ABOUT 12.8 KM (7.95 MI) NORTH-NORTHWEST OF LILLINGTON AND 9.6
 EZ5328'KM (5.95 MI) SOUTHWEST OF FUQUAY SPRINGS.  TO REACH THE STATION FROM
 EZ5328'THE HARNETT COUNTY COURT HOUSE IN LILLINGTON, GO NORTHEAST ON U.S
 EZ5328'HIGHWAYS 401 AND 421 FOR 1.6 MILES (2.6 KM) TO THE JUNCTION WITH STATE
 EZ5328'ROUTES 27 AND 210.  TURN LEFT AND FOLLOW U.S 401 NORTHWEST AND NORTH
 EZ5328'FOR 3.35 MILES (5.39 KM) TO SR 1412.  TURN LEFT AND FOLLOW SR 1412
 EZ5328'WEST AND NORTH FOR 4.45 MILES (7.16 KM) TO A CROSSROADS AND A CHURCH.
 EZ5328'CONTINUE NORTH OF SR 1412 FOR 1.8 MILES (2.9 KM) TO A CROSS ROADS AND
 EZ5328'THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION ON THE LAWN OF
 EZ5328'THE BAPTIST GROVE CHURCH.
 EZ5328' 
 EZ5328'THE STATION IS A STANDARD CGS DISK STAMPED--BAPTIST 1957--, SET INTO
 EZ5328'THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, FLUSH WITH
 EZ5328'GROUND.  THE STATION IS LOCATED 11.75 METERS (38.55 FT) SOUTH
 EZ5328'SOUTHEAST FROM THE SOUTHWEST CORNER OF CHURCH, 7.85 METERS (25.75 FT)
 EZ5328'SOUTH SOUTHWEST FROM THE SOUTHEAST CORNER OF EXTENSION OF CHURCH, 23.7
 EZ5328'METERS (77.8 FT) SOUTHWEST FROM THE EXTREAM SOUTHEAST CORNER OF
 EZ5328'CHURCH, 8.7 METERS (28.5 FT) NORTH NORTHEAST FROM THE CENTERLINE OF SR
 EZ5328'1427, 30.7 METERS (100.7 FT) NORTH NORTHWEST FROM THE CENTERLINE OF SR
 EZ5328'1412.
 EZ5328' 
 EZ5328'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED--BAPTIST NO 1
 EZ5328'1952--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 EZ5328'DIAMETER, PROJECTING 15 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EZ5328'13.0 METERS (42.7 FT) SOUTH FROM THE CENTERLINE OF SR 1427, 26.35
 EZ5328'METERS (86.45 FT) WEST FROM THE CENTERLINE OF SR 1412, 16.9 METERS
 EZ5328'(55.4 FT) EAST FROM A UTILITY POLE WITH A LIGHT AND A REFERENCE TAG,
 EZ5328'12.05 METERS (39.53 FT) WEST FROM A POWERLINE POLE.
 EZ5328' 
 EZ5328'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED--BAPTIST 1957 NO 2
 EZ5328'1982--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 EZ5328'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 1.2 METERS (3.9
 EZ5328'FT) SOUTH SOUTHWEST FROM A POWERLINE POLE WITH AN ALUMINUM REFERENCE
 EZ5328'TAG, 1.25 METERS (4.10 FT) SOUTH SOUTHEAST FROM THE SOUTHEAST CORNER
 EZ5328'OF A BRICK, WATER WELL HOUSE, 13.05 METERS (42.81 FT) WEST NORTHWEST
 EZ5328'FROM THE SOUTHWEST CORNER OF BRICK CHURCH, 9.95 METERS (32.64 FT)
 EZ5328'NORTH NORTHEAST FROM THE CENTERLINE OF SR 1427.
 EZ5328
 EZ5328                          STATION RECOVERY (1984)
 EZ5328
 EZ5328'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ5328'BAPTIST 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ5328
 EZ5328                          STATION RECOVERY (1995)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ5328'RECOVERED BY NCGS IN 1995.  STATION MARK AND REFERENCE MARK 2 FOUND IN
 EZ5328'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  THE AZIMUTH MARK AND
 EZ5328'NCGS 232 WERE REPORTED DESTROYED IN 1982 RECOVERY AND WERE NOT
 EZ5328'SEARCHED FOR. STATION IS LOCATED ABOUT 8.0 MI (12.9 KM)
 EZ5328'NORTH-NORTHWEST OF LILLINGTON AND 6.0 MI (9.7 KM) SOUTHWEST OF FUQUAY.
 EZ5328'PROCEED ALONG US 401 AND 421 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE
 EZ5328'HARNETT COUNTY COURTHOUSE IN LILLINGTON TO THE JUNCTION WITH NC 27 AND
 EZ5328'210, THENCE ALONG US 401 FOR 3.2 MI (5.1 KM) NORTH-NORTHWEST, THENCE
 EZ5328'ALONG SR 1412 (CHRISTIAN LIGHT ROAD) FOR 6.1 MI (9.8 KM) NORTHWEST TO
 EZ5328'SR 1427 (REVEL ROAD) AND STATION IN THE LAWN OF THE BAPTIST GROVE
 EZ5328'CHURCH. STATION MARK PROJECTS 1-INCH ABOVE THE GROUND.  LOCATED 28.5
 EZ5328'FT (8.7 M) NORTHEAST OF THE CENTERLINE OF SR 1427, 100.7 FT (30.7 M)
 EZ5328'NORTHWEST OF THE CENTERLINE OF SR 1412, 38.5 FT (11.7 M)
 EZ5328'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF CHURCH, 25.8 FT (7.9 M)
 EZ5328'SOUTHWEST OF THE SOUTHEAST CORNER OF EXTENSION OF CHURCH, 77.8 FT
 EZ5328'(23.7 M) WEST OF THE EXTREME SOUTHEAST CORNER OF CHURCH, AND 66.0 FT
 EZ5328'(20.1 M) EAST-NORTHEAST OF A LIGHT POLE WITH A REFERENCE TAG.
 EZ5328'REFERENCE MARK 2 STAMPED---BAPTIST 1957 NO 2 1982---, IS FLUSH WITH
 EZ5328'GROUND.  LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF SR
 EZ5328'1427, 42.8 FT (13.0 M) WEST-NORTHWEST OF SOUTHWEST CORNER OF BRICK
 EZ5328'CHURCH, 4.8 FT (1.5 M) SOUTH OF CONCRETE COVER FOR WATER VALVE, 9.2 FT
 EZ5328'(2.8 M) NORTHEAST OF METAL DRAIN, AND 4.3 FT (1.3 M) SOUTHWEST OF A
 EZ5328'POWER POLE WITH TWO TRANSFORMERS AND A REFERENCE TAG.
 EZ5328
 EZ5328                          STATION RECOVERY (1997)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EZ5328'RECOVERED AS DESCRIBED EXCEPT LAWN HAS NOW BEEN BUILT INTO A PAVED
 EZ5328'PARKING LOT AND STATION MARK IS IN THE FIRST PARKING SPACE AND IS
 EZ5328'SURROUNDED BY ASPHALT.
 EZ5328
 EZ5328                          STATION RECOVERY (1998)
 EZ5328
 EZ5328'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ5328'RECOVERED IN GOOD CONDITION.
 EZ5328
 EZ5328                          STATION RECOVERY (1999)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EZ5328'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES.  STATION IS NOW
 EZ5328'FLUSH IN CHURCH ASPHALT PARKING LOT AND ABOUT 6-INCHES HIGHER THAN SR
 EZ5328'1427.
 EZ5328
 EZ5328                          STATION RECOVERY (2001)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ5328'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 EZ5328'MARK IS 77.8 FT (23.7 M) SOUTHEAST OF BAPTIST RM 2.
 EZ5328
 EZ5328                          STATION RECOVERY (2001)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ5328'RECOVERED AS DESCRIBED, WITH THE FOLLOWING ADDITION. STATION IS 77.8
 EZ5328'FT (23.7 M) SOUTHEAST
 EZ5328'OF BAPTIST RM 2.
 EZ5328'
 EZ5328
 EZ5328                          STATION RECOVERY (2001)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ5328'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 EZ5328'MARK IS 77.8 FT (23.7 M) SOUTHEAST OF BAPTIST RM 2.
 EZ5328
 EZ5328                          STATION RECOVERY (2002)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2002)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EWB)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2004)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2004)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2004)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2006)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2007)
 EZ5328
 EZ5328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (WMK)
 EZ5328'RECOVERED AS DESCRIBED.
 EZ5328
 EZ5328                          STATION RECOVERY (2007)
 EZ5328
 EZ5328'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5328'THE CHURCH STAFF IS AWARE OF THE STATION AND GAVE PERMISSION. REF MARK
 EZ5328'NO.1 NOT FOUND. REF MARK NO.2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3432 ***********************************************************************
 FY3432  DESIGNATION -  BAPTIST
 FY3432  PID         -  FY3432
 FY3432  STATE/COUNTY-  NC/ALAMANCE
 FY3432  USGS QUAD   -  OSSIPEE (1970)
 FY3432
 FY3432                         *CURRENT SURVEY CONTROL
 FY3432  ___________________________________________________________________
 FY3432* NAD 83(2001)-  36 12 50.28202(N)    079 30 43.63451(W)     ADJUSTED  
 FY3432* NAVD 88     -       225.8    (meters)     741.     (feet)  VERTCON   
 FY3432  ___________________________________________________________________
 FY3432  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 FY3432  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FY3432  HORZ ORDER  -  SECOND
 FY3432
 FY3432.The horizontal coordinates were established by classical geodetic methods
 FY3432.and adjusted by the National Geodetic Survey in August 2005.
 FY3432
 FY3432.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3432
 FY3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3432
 FY3432.The geoid height was determined by GEOID03.
 FY3432
 FY3432;                    North         East     Units Scale Factor Converg.
 FY3432;SPC NC       -   273,461.143   563,551.164   MT  1.00001354   -0 17 44.1
 FY3432;SPC NC       -   897,180.43  1,848,917.44   sFT  1.00001354   -0 17 44.1
 FY3432;UTM  17      - 4,008,707.040   633,740.424   MT  0.99982038   +0 52 45.0
 FY3432
 FY3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3432!SPC NC       -   0.99996939  x   1.00001354  =   0.99998293
 FY3432!UTM  17      -   0.99996939  x   0.99982038  =   0.99978977
 FY3432
 FY3432:                Primary Azimuth Mark                     Grid Az
 FY3432:SPC NC       -  TATE                                     155 51 58.8
 FY3432:UTM  17      -  TATE                                     154 41 29.7
 FY3432
 FY3432|---------------------------------------------------------------------|
 FY3432| PID    Reference Object                     Distance      Geod. Az  |
 FY3432|                                                           dddmmss.s |
 FY3432| FY3464 TATE                                431.669 METERS 1553414.7 |
 FY3432|---------------------------------------------------------------------|
 FY3432
 FY3432                          SUPERSEDED SURVEY CONTROL
 FY3432
 FY3432  NAD 83(1993)-  36 12 50.28690(N)    079 30 43.64293(W) AD(       ) 2
 FY3432  NAD 83(1986)-  36 12 50.28813(N)    079 30 43.64535(W) AD(       ) 2
 FY3432  NAD 27      -  36 12 49.80298(N)    079 30 44.55405(W) AD(       ) 2
 FY3432  NGVD 29 (07/19/86)  226.0    (m)          741.     (f) VERT ANG    3  
 FY3432
 FY3432.Superseded values are not recommended for survey control.
 FY3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3432.See file dsdata.txt to determine how the superseded data were derived.
 FY3432
 FY3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3374008707(NAD 83)
 FY3432_MARKER: DE = TRAVERSE STATION DISK
 FY3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3432_STAMPING: BAPTIST 1968
 FY3432_MARK LOGO: NCGS  
 FY3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3432+STABILITY: SURFACE MOTION
 FY3432
 FY3432  HISTORY     - Date     Condition        Report By
 FY3432  HISTORY     - 1968     MONUMENTED       NCGS
 FY3432  HISTORY     - 19910527 GOOD             USPSQD
 FY3432
 FY3432                          STATION DESCRIPTION
 FY3432
 FY3432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3432'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3432'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3432'
 FY3432'BAPTIST IS LOCATED APPROXIMATELY 9.4 MILES NORTHWEST OF
 FY3432'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY3432'OF SR 1581 AND NC 87, GO SOUTH ON NC 87 FOR 0.65 MILES TO NORTH
 FY3432'SIDE OF GILLIAM BAPTIST CHURCH GROUNDS AND STATION.  WHICH IS
 FY3432'ON THE WEST SIDE OF NC 87, APPROXIMATE CENTER OF E SIDE OF
 FY3432'GROVE OF OAK TREES OF PICNIC AREA, AND 0.05 MILE NORTH OF
 FY3432'INTERSECTION OF SR 1576 AND NC 87.
 FY3432'
 FY3432'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3432'BAPTIST 1968, WHICH IS SET IN THE TOP OF A CONCRETE CYLINDER,
 FY3432'THE TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY3432'
 FY3432'MARK IS
 FY3432'
 FY3432'37.5 FT W OF C/L OF NC 87
 FY3432'
 FY3432'108.5 FT NNW OF N END OF CULVERT FOR CHURCH DRIVEWAY
 FY3432'
 FY3432'13.0 FT NE OF TP 40 ON W SIDE OF NC 87, AND WITH ALUMINUM REF. TAG
 FY3432'
 FY3432'13.0 FT NE OF TP 40 ON W SIDE OF NC 87, AND WITH ALUMINUM REF. TAG
 FY3432'
 FY3432'47.8 FT NNE OF NE CORNER POST FOR PICNIC COVER OVER PICNIC
 FY3432'TABLES, AND WITH ALUMINUM REF. TAG
 FY3432'
 FY3432'91.3 FT NW OF PP ON E SIDE OF NC 87, AND WITH ALUMINUM REF. TAG
 FY3432
 FY3432                          STATION RECOVERY (1991)
 FY3432
 FY3432'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2720 ***********************************************************************
 FY2720  DESIGNATION -  BAPTIST
 FY2720  PID         -  FY2720
 FY2720  STATE/COUNTY-  NC/FRANKLIN
 FY2720  USGS QUAD   -  FRANKLINTON (1978)
 FY2720
 FY2720                         *CURRENT SURVEY CONTROL
 FY2720  ___________________________________________________________________
 FY2720* NAD 83(2001)-  36 06 14.92819(N)    078 27 31.24131(W)     ADJUSTED  
 FY2720* NAVD 88     -       134.8    (meters)     442.     (feet)  VERTCON   
 FY2720  ___________________________________________________________________
 FY2720  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 FY2720  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FY2720  HORZ ORDER  -  SECOND
 FY2720
 FY2720.The horizontal coordinates were established by classical geodetic methods
 FY2720.and adjusted by the National Geodetic Survey in August 2005.
 FY2720
 FY2720.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2720
 FY2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2720
 FY2720.The geoid height was determined by GEOID03.
 FY2720
 FY2720;                    North         East     Units Scale Factor Converg.
 FY2720;SPC NC       -   261,289.382   658,343.477   MT  0.99998315   +0 18 44.8
 FY2720;SPC NC       -   857,246.91  2,159,915.22   sFT  0.99998315   +0 18 44.8
 FY2720;UTM  17      - 3,998,490.594   728,764.881   MT  1.00024487   +1 29 53.3
 FY2720
 FY2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2720!SPC NC       -   0.99998399  x   0.99998315  =   0.99996714
 FY2720!UTM  17      -   0.99998399  x   1.00024487  =   1.00022886
 FY2720
 FY2720|---------------------------------------------------------------------|
 FY2720| PID    Reference Object                     Distance      Geod. Az  |
 FY2720|                                                           dddmmss.s |
 FY2720| FY2718 MASON                               275.203 METERS 11129     |
 FY2720| FY2722 LUMBER                              473.799 METERS 2942732.7 |
 FY2720|---------------------------------------------------------------------|
 FY2720
 FY2720                          SUPERSEDED SURVEY CONTROL
 FY2720
 FY2720  NAD 83(1993)-  36 06 14.93436(N)    078 27 31.25014(W) AD(       ) 2
 FY2720  NAD 83(1986)-  36 06 14.93284(N)    078 27 31.25289(W) AD(       ) 2
 FY2720  NAD 27      -  36 06 14.39071(N)    078 27 32.25414(W) AD(       ) 2
 FY2720  NGVD 29 (07/19/86)  135.1    (m)          443.     (f) VERT ANG    3  
 FY2720
 FY2720.Superseded values are not recommended for survey control.
 FY2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2720.See file dsdata.txt to determine how the superseded data were derived.
 FY2720
 FY2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2876598491(NAD 83)
 FY2720_MARKER: DE = TRAVERSE STATION DISK
 FY2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2720_STAMPING: BAPTIST 1976
 FY2720_MARK LOGO: NCGS  
 FY2720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2720+STABILITY: SURFACE MOTION
 FY2720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2720+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 FY2720
 FY2720  HISTORY     - Date     Condition        Report By
 FY2720  HISTORY     - 1976     MONUMENTED       NCGS
 FY2720  HISTORY     - 19850101 GOOD             NCGS
 FY2720  HISTORY     - 1987     GOOD             USPSQD
 FY2720  HISTORY     - 20050730 GOOD             USPSQD
 FY2720
 FY2720                          STATION DESCRIPTION
 FY2720
 FY2720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2720'BAPTIST IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN
 FY2720'FRANKLINTON, NORTH CAROLINA.
 FY2720'
 FY2720'STATION IS AT THE INTERSECTION OF MASON AND HILLSBORO STREETS, IN THE
 FY2720'SOUTHWEST QUADRANT, AND ACROSS MASON STREET FROM THE FRANKLINTON
 FY2720'BAPTIST CHURCH AND BETWEEN THE STREET AND THE SIDEWALK.
 FY2720'
 FY2720'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BAPTIST 1976---, SET
 FY2720'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2720'SURFACE OF THE GROUND.  THE MARK IS 17.5 FEET SOUTH-SOUTHWEST OF THE
 FY2720'CENTERLINE OF MASON STREET, 32.3 FEET WEST-NORTHWEST OF THE CENTERLINE
 FY2720'OF HILLSBORO STREET, 37.8 FEET WEST OF THE CENTERLINE INTERSECTION OF
 FY2720'THE TWO STREETS, 2.2 FEET SOUTH-SOUTHWEST OF SOUTH EDGE OF CURB, 1.8
 FY2720'FEET NORTH-NORTHEAST OF NORTH EDGE OF SIDEWALK, 67.8 FEET SOUTH-
 FY2720'SOUTHWEST OF SOUTHEAST CORNER OF BAPTIST CHURCH, AND 71.9 FEET WEST OF
 FY2720'TELEPHONE POLE WITH ALUMINUM TAG.
 FY2720
 FY2720                          STATION RECOVERY (1985)
 FY2720
 FY2720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 FY2720'THE STATION WAS RECOVERED AS DESCRIBED
 FY2720
 FY2720                          STATION RECOVERY (1987)
 FY2720
 FY2720'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2720'RECOVERED IN GOOD CONDITION.
 FY2720
 FY2720                          STATION RECOVERY (2005)
 FY2720
 FY2720'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2720'N 36 06.249
 FY2720'W 078 27.521
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3781 ***********************************************************************
 FY3781  DESIGNATION -  BAPTIST
 FY3781  PID         -  FY3781
 FY3781  STATE/COUNTY-  NC/WARREN
 FY3781  USGS QUAD   -  MACON (1970)
 FY3781
 FY3781                         *CURRENT SURVEY CONTROL
 FY3781  ___________________________________________________________________
 FY3781* NAD 83(2007)-  36 26 24.72075(N)    078 04 47.85484(W)     ADJUSTED  
 FY3781* NAVD 88     -       116.2    (meters)     381.     (feet)  VERTCON   
 FY3781  ___________________________________________________________________
 FY3781  EPOCH DATE  -        2002.00
 FY3781  X           -   1,061,070.883 (meters)                     COMP
 FY3781  Y           -  -5,026,428.310 (meters)                     COMP
 FY3781  Z           -   3,767,647.335 (meters)                     COMP
 FY3781  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 FY3781  ELLIP HEIGHT-          82.692 (meters)          (02/10/07) ADJUSTED
 FY3781  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 FY3781
 FY3781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3781  Type    PID    Designation                      North   East  Ellip
 FY3781  -------------------------------------------------------------------
 FY3781  NETWORK FY3781 BAPTIST                           2.04   1.14   4.68
 FY3781  -------------------------------------------------------------------
 FY3781
 FY3781.The horizontal coordinates were established by GPS observations
 FY3781.and adjusted by the National Geodetic Survey in February 2007.
 FY3781
 FY3781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3781.The horizontal coordinates are valid at the epoch date displayed above.
 FY3781.The epoch date for horizontal control is a decimal equivalence
 FY3781.of Year/Month/Day.
 FY3781
 FY3781.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3781
 FY3781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3781
 FY3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3781
 FY3781.The ellipsoidal height was determined by GPS observations
 FY3781.and is referenced to NAD 83.
 FY3781
 FY3781.The geoid height was determined by GEOID03.
 FY3781
 FY3781;                    North         East     Units Scale Factor Converg.
 FY3781;SPC NC       -   298,829.854   692,098.047   MT  1.00008784   +0 31 51.7
 FY3781;SPC NC       -   980,410.95  2,270,658.34   sFT  1.00008784   +0 31 51.7
 FY3781;UTM  17      - 4,036,738.560   761,739.564   MT  1.00044414   +1 44 07.6
 FY3781;UTM  18      - 4,037,184.911   223,921.979   MT  1.00053918   -1 49 50.2
 FY3781
 FY3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3781!SPC NC       -   0.99998702  x   1.00008784  =   1.00007486
 FY3781!UTM  17      -   0.99998702  x   1.00044414  =   1.00043116
 FY3781!UTM  18      -   0.99998702  x   1.00053918  =   1.00052620
 FY3781
 FY3781                          SUPERSEDED SURVEY CONTROL
 FY3781
 FY3781  NAD 83(2001)-  36 26 24.72127(N)    078 04 47.85462(W) AD(       ) 1
 FY3781  ELLIP H (03/27/03)   82.697  (m)                       GP(       ) 4 2
 FY3781  NAD 83(1993)-  36 26 24.72262(N)    078 04 47.85625(W) AD(       ) 1
 FY3781  NAD 83(1986)-  36 26 24.71900(N)    078 04 47.86511(W) AD(       ) 1
 FY3781  NGVD 29 (07/23/90)  116.4    (m)          382.     (f) GPS OBS     3  
 FY3781
 FY3781.Superseded values are not recommended for survey control.
 FY3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3781.See file dsdata.txt to determine how the superseded data were derived.
 FY3781
 FY3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6174036739(NAD 83)
 FY3781_MARKER: DH = HORIZONTAL CONTROL DISK
 FY3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3781_SP_SET: CONCRETE POST
 FY3781_STAMPING: BAPTIST 1984
 FY3781_MARK LOGO: NCGS  
 FY3781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3781+STABILITY: SURFACE MOTION
 FY3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3781+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1988
 FY3781
 FY3781  HISTORY     - Date     Condition        Report By
 FY3781  HISTORY     - 1984     MONUMENTED       NCGS
 FY3781  HISTORY     - 19840701 GOOD             NCGS
 FY3781  HISTORY     - 1985     GOOD             USPSQD
 FY3781  HISTORY     - 19880419 GOOD
 FY3781
 FY3781                          STATION DESCRIPTION
 FY3781
 FY3781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FY3781'THE STATION IS IN MACON.
 FY3781'ALONG CHURCH STREET FOR 0.6 KM (0.35 MI) NORTHEAST FROM THE US POST
 FY3781'OFFICE IN MACON, DIRECTLY OPPOSITE THE CENTER OF THE FRONT DOOR OF THE
 FY3781'MACON BAPTIST CHURCH.
 FY3781'THE STATION IS A STANDARD NCGS DISK STAMPED---BAPTIST 1984---, SET
 FY3781'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FY3781'THE GROUND.  LOCATED 28.23 M (92.6 FT) NORTH-NORTHWEST FROM THE
 FY3781'CENTERLINE OF US 158, 8.84 M (29.0 FT) SOUTH-SOUTHEAST FROM THE
 FY3781'CENTERLINE OF CHURCH STREET, 25.36 M (83.2 FT) EAST-SOUTHEAST FROM THE
 FY3781'EAST END OF CHURCH DRIVEWAY CULVERT, 33.35 M (109.4 FT) SOUTHEAST FROM
 FY3781'THE SOUTHWEST CORNER OF THE CHURCH, 32.97 M (108.2 FT) SOUTH FROM THE
 FY3781'SOUTHEAST CORNER OF THE CHURCH, AND 6.10 M (20.0 FT) SOUTHWEST FROM A
 FY3781'TELEPHONE POLE WITH A REFERENCE TAG.
 FY3781'THE STATION IS NOT A BENCH MARK AND IS LEVEL WITH THE STREET.
 FY3781
 FY3781                          STATION RECOVERY (1984)
 FY3781
 FY3781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 FY3781'THE STATION IS IN MACON. ALONG CHURCH STREET FOR 0.6 KM (0.35 MI)
 FY3781'NORTHEAST FROM THE US POST OFFICE IN MACON, DIRECTLY OPPOSITE THE
 FY3781'CENTER OF THE FRONT DOOR OF THE MACON BAPTIST CHURCH. STATION IS A
 FY3781'STANDARD NCGS HORIZONTAL DISK SET IN TOP OF A CONCRETE MONUMENT. MARK
 FY3781'IS ABOUT LEVEL WITH STREET AND IS FLUSH WITH GROUND SURFACE. LOCATED
 FY3781'28.23 M (92.6 FT) NORTH-NORTHWEST OF CENTERLINE OF US 158, 8.84 M
 FY3781'(29.0 FT) SOUTH-SOUTHEAST OF CENTER OF CHURCH STREET, 25.36 M (83.2
 FY3781'FT) EAST-SOUTHEAST OF EAST END OF CHURCH DRIVEWAY CULVERT, 32.97 M
 FY3781'(108.2 FT) SOUTH OF SOUTHEAST CORNER AND 33.35 M (109.4 FT) SOUTHEAST
 FY3781'OF SOUTHWEST CORNER OF CHURCH, AND 6.10 M (20.0 FT) SOUTHWEST OF A
 FY3781'TELEPHONE POLE WITH A REFERENCE TAG.
 FY3781
 FY3781                          STATION RECOVERY (1985)
 FY3781
 FY3781'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3781'RECOVERED IN GOOD CONDITION.
 FY3781
 FY3781                          STATION RECOVERY (1988)
 FY3781
 FY3781'RECOVERED 1988
 FY3781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3784 ***********************************************************************
 EB3784  DESIGNATION -  BAPTIST
 EB3784  PID         -  EB3784
 EB3784  STATE/COUNTY-  NC/ROBESON
 EB3784  USGS QUAD   -  RED SPRINGS (1974)
 EB3784
 EB3784                         *CURRENT SURVEY CONTROL
 EB3784  ___________________________________________________________________
 EB3784* NAD 83(2001)-  34 45 11.64044(N)    079 12 50.09326(W)     ADJUSTED  
 EB3784* NAVD 88     -        58.854  (meters)     193.09   (feet)  ADJUSTED  
 EB3784  ___________________________________________________________________
 EB3784  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EB3784  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EB3784  DYNAMIC HT  -          58.799 (meters)     192.91  (feet)  COMP
 EB3784  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EB3784
 EB3784  HORZ ORDER  -  SECOND
 EB3784  VERT ORDER  -  SECOND    CLASS II
 EB3784
 EB3784.The horizontal coordinates were established by classical geodetic methods
 EB3784.and adjusted by the National Geodetic Survey in August 2005.
 EB3784
 EB3784.The orthometric height was determined by differential leveling
 EB3784.and adjusted in October 1999.
 EB3784
 EB3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3784
 EB3784.The geoid height was determined by GEOID03.
 EB3784
 EB3784.The dynamic height is computed by dividing the NAVD 88
 EB3784.geopotential number by the normal gravity value computed on the
 EB3784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3784.degrees latitude (g = 980.6199 gals.).
 EB3784
 EB3784.The modeled gravity was interpolated from observed gravity values.
 EB3784
 EB3784;                    North         East     Units Scale Factor Converg.
 EB3784;SPC NC       -   111,310.756   590,016.660   MT  0.99991019   -0 07 24.5
 EB3784;SPC NC       -   365,192.04  1,935,746.33   sFT  0.99991019   -0 07 24.5
 EB3784;UTM  17      - 3,847,130.951   663,480.360   MT  0.99992941   +1 01 06.1
 EB3784
 EB3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3784!SPC NC       -   0.99999594  x   0.99991019  =   0.99990613
 EB3784!UTM  17      -   0.99999594  x   0.99992941  =   0.99992535
 EB3784
 EB3784                          SUPERSEDED SURVEY CONTROL
 EB3784
 EB3784  NAD 83(1986)-  34 45 11.65345(N)    079 12 50.09248(W) AD(       ) 2
 EB3784  NGVD 29 (04/22/91)   59.1    (m)          194.     (f) VERT ANG    3  
 EB3784
 EB3784.Superseded values are not recommended for survey control.
 EB3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3784.See file dsdata.txt to determine how the superseded data were derived.
 EB3784
 EB3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6348047131(NAD 83)
 EB3784_MARKER: DE = TRAVERSE STATION DISK
 EB3784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3784_STAMPING: BAPTIST 1977
 EB3784_MARK LOGO: NCGS  
 EB3784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3784+STABILITY: SURFACE MOTION
 EB3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB3784+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 EB3784
 EB3784  HISTORY     - Date     Condition        Report By
 EB3784  HISTORY     - 1977     MONUMENTED       NCGS
 EB3784  HISTORY     - 19890124 GOOD             NCGS
 EB3784  HISTORY     - 19970426 GOOD             USPSQD
 EB3784  HISTORY     - 20050403 GOOD             GEOCAC
 EB3784
 EB3784                          STATION DESCRIPTION
 EB3784
 EB3784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3784'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES SOUTH-SOUTHWEST OF RED
 EB3784'SPRINGS AND 5.2 MILES NORTH-NORTHWEST OF PEMBROKE.
 EB3784'
 EB3784'TO REACH STATION FROM THE INTERSECTION OF NC 710, NC 711 AND SR 1339
 EB3784'WEST OF PEMBROKE, PROCEED NORTH ALONG NC 710 FOR 5.0 MILES TO STATION
 EB3784'IN LEFT SHOULDER APPROXIMATELY 200 FEET EAST-NORTHEAST OF ISLAND GROVE
 EB3784'BAPTIST CHURCH.
 EB3784'
 EB3784'STATION MARK IS A STANDARD DISK STAMPED---BAPTIST 1977---SET IN THE
 EB3784'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE.
 EB3784'THE MARK IS 19.0 FEET WEST OF CENTERLINE OF NC 710, 72.6 FEET
 EB3784'WEST-SOUTHWEST OF PHIL AZ 1949 MONUMENT, 70.4 FEET WEST OF POWER POLE
 EB3784'WITH REFERENCE TAG AND 145.6 FEET SOUTH OF ROAD SIGN WITH REFERENCE
 EB3784'TAG.
 EB3784
 EB3784                          STATION RECOVERY (1989)
 EB3784
 EB3784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EB3784'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF RED
 EB3784'SPRINGS. ALONG NC 710 FOR 2.85 MI (4.59 KM) SOUTH FROM NC 72 (ABOUT 2
 EB3784'MI (3.2 KM) SOUTH OF RED SPRINGS), IN RIGHT SHOULDER, ABOUT 200 FEET
 EB3784'(61.0 M) EAST-NORTHEAST OF ISLAND GROVE BAPTIST CHURCH. MARK IS
 EB3784'RECESSED 9 INCHES BELOW GROUND. LOCATED 19.0 FT (5.8 M) WEST OF THE
 EB3784'CENTERLINE OF NC 710, 72.6 FT (22.1 M) WEST-SOUTHWEST OF--PHIL
 EB3784'AZ--MONUMENT, 70.4 FT (21.5 M) WEST OF POWER POLE WITH REFERENCE TAG,
 EB3784'AND 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF THE NORTH END OF A CHURCH
 EB3784'DRIVEWAY CULVERT.
 EB3784
 EB3784                          STATION RECOVERY (1997)
 EB3784
 EB3784'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB3784'RECOVERED IN GOOD CONDITION.
 EB3784
 EB3784                          STATION RECOVERY (2005)
 EB3784
 EB3784'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB3784'RECOVERED IN GOOD CONDITION WHERE DESCRIBED BY NCGS (EWB) IN 1989.
 EB3784'MARK IS RECESSED 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4519 ***********************************************************************
 AE4519  DESIGNATION -  BAPTIST
 AE4519  PID         -  AE4519
 AE4519  STATE/COUNTY-  NC/IREDELL
 AE4519  USGS QUAD   -  SHEPHERDS (1969)
 AE4519
 AE4519                         *CURRENT SURVEY CONTROL
 AE4519  ___________________________________________________________________
 AE4519* NAD 83(2007)-  35 41 05.89921(N)    080 51 19.88602(W)     ADJUSTED  
 AE4519* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 AE4519  ___________________________________________________________________
 AE4519  EPOCH DATE  -        2002.00
 AE4519  X           -     824,290.389 (meters)                     COMP
 AE4519  Y           -  -5,120,760.152 (meters)                     COMP
 AE4519  Z           -   3,700,009.329 (meters)                     COMP
 AE4519  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AE4519  ELLIP HEIGHT-         261.591 (meters)          (02/10/07) ADJUSTED
 AE4519  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AE4519
 AE4519  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4519  Type    PID    Designation                      North   East  Ellip
 AE4519  -------------------------------------------------------------------
 AE4519  NETWORK AE4519 BAPTIST                           0.84   0.61   1.12
 AE4519  -------------------------------------------------------------------
 AE4519
 AE4519.The horizontal coordinates were established by GPS observations
 AE4519.and adjusted by the National Geodetic Survey in February 2007.
 AE4519
 AE4519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4519.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4519.The horizontal coordinates are valid at the epoch date displayed above.
 AE4519.The epoch date for horizontal control is a decimal equivalence
 AE4519.of Year/Month/Day.
 AE4519
 AE4519.The orthometric height was determined by GPS observations and a
 AE4519.high-resolution geoid model.
 AE4519
 AE4519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4519
 AE4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4519
 AE4519.The ellipsoidal height was determined by GPS observations
 AE4519.and is referenced to NAD 83.
 AE4519
 AE4519.The geoid height was determined by GEOID03.
 AE4519
 AE4519;                    North         East     Units Scale Factor Converg.
 AE4519;SPC NC       -   216,218.555   441,663.886   MT  0.99990110   -1 04 15.4
 AE4519;SPC NC       -   709,377.04  1,449,025.60   sFT  0.99990110   -1 04 15.4
 AE4519;UTM  17      - 3,949,017.776   513,072.883   MT  0.99960211   +0 05 03.4
 AE4519
 AE4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4519!SPC NC       -   0.99995894  x   0.99990110  =   0.99986005
 AE4519!UTM  17      -   0.99995894  x   0.99960211  =   0.99956107
 AE4519
 AE4519                          SUPERSEDED SURVEY CONTROL
 AE4519
 AE4519  NAD 83(2001)-  35 41 05.89941(N)    080 51 19.88592(W) AD(       ) 1
 AE4519  ELLIP H (03/13/03)  261.587  (m)                       GP(       ) 4 2
 AE4519  NAD 83(1986)-  35 41 05.90923(N)    080 51 19.89243(W) AD(       ) 1
 AE4519  NGVD 29 (11/20/97)  293.5    (m)          963.     (f) GPS OBS     3  
 AE4519
 AE4519.Superseded values are not recommended for survey control.
 AE4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4519.See file dsdata.txt to determine how the superseded data were derived.
 AE4519
 AE4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1307349018(NAD 83)
 AE4519_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4519_STAMPING: BAPTIST 1991
 AE4519_MARK LOGO: NCGS  
 AE4519_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4519+STABILITY: SURFACE MOTION
 AE4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4519+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE4519
 AE4519  HISTORY     - Date     Condition        Report By
 AE4519  HISTORY     - 1991     MONUMENTED       NCGS
 AE4519
 AE4519                          STATION DESCRIPTION
 AE4519
 AE4519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4519'STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 AE4519'STATESVILLE AND 2.2 MI (3.5 KM) EAST-SOUTHEAST OF TROUTMAN. PROCEED
 AE4519'ALONG US 21-NC 115 FOR 0.65 MI (1.05 KM) NORTHWEST FROM THE I-77
 AE4519'OVERPASS, THENCE EAST FOR 0.4 MI (0.6 KM) ALONG SR 1001 (OSWALT-AMITY
 AE4519'ROAD) TO STATION, ON SOUTHEAST SIDE OF ROAD AT THE OSWALT BAPTIST
 AE4519'CHURCH. MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH GROUND.
 AE4519'LOCATED 15.5 FT (4.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1001
 AE4519'(OSWALT-AMITY ROAD), 54.8 FT (16.7 M) WEST OF THE NORTHWEST CORNER OF
 AE4519'THE NORTHERN MOST BRICK BUILDING, 21.95 FT (6.69 M) NORTH-NORTHWEST OF
 AE4519'THE NORTHWEST CORNER OF OSWALT BAPTIST CHURCH SIGN, 53.7 FT (16.4 M)
 AE4519'SOUTHEAST OF A TELEPHONE PEDESTAL, AND 69.3 FT (21.1 M) SOUTHWEST OF A
 AE4519'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8050 ***********************************************************************
 AF8050  DESIGNATION -  BAPTIST
 AF8050  PID         -  AF8050
 AF8050  STATE/COUNTY-  NC/NASH
 AF8050  USGS QUAD   -  SPRING HOPE (1981)
 AF8050
 AF8050                         *CURRENT SURVEY CONTROL
 AF8050  ___________________________________________________________________
 AF8050* NAD 83(2007)-  35 55 41.63339(N)    078 05 43.15717(W)     ADJUSTED  
 AF8050* NAVD 88     -        80.12   (+/-2cm)     262.9    (feet)  VERTCON   
 AF8050  ___________________________________________________________________
 AF8050  EPOCH DATE  -        2002.00
 AF8050  X           -   1,066,635.716 (meters)                     COMP
 AF8050  Y           -  -5,059,501.620 (meters)                     COMP
 AF8050  Z           -   3,721,773.175 (meters)                     COMP
 AF8050  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AF8050  ELLIP HEIGHT-          45.818 (meters)          (02/10/07) ADJUSTED
 AF8050  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AF8050
 AF8050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8050  Type    PID    Designation                      North   East  Ellip
 AF8050  -------------------------------------------------------------------
 AF8050  NETWORK AF8050 BAPTIST                           0.71   0.57   2.00
 AF8050  -------------------------------------------------------------------
 AF8050  VERT ORDER  -  THIRD (See Below)
 AF8050
 AF8050.The horizontal coordinates were established by GPS observations
 AF8050.and adjusted by the National Geodetic Survey in February 2007.
 AF8050
 AF8050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8050.The horizontal coordinates are valid at the epoch date displayed above.
 AF8050.The epoch date for horizontal control is a decimal equivalence
 AF8050.of Year/Month/Day.
 AF8050
 AF8050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8050.The vertical order pertains to the NGVD 29 superseded value.
 AF8050
 AF8050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8050
 AF8050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8050
 AF8050.The ellipsoidal height was determined by GPS observations
 AF8050.and is referenced to NAD 83.
 AF8050
 AF8050.The geoid height was determined by GEOID03.
 AF8050
 AF8050;                    North         East     Units Scale Factor Converg.
 AF8050;SPC NC       -   242,009.794   691,238.367   MT  0.99994217   +0 31 19.8
 AF8050;SPC NC       -   793,993.80  2,267,837.88   sFT  0.99994217   +0 31 19.8
 AF8050;UTM  17      - 3,979,888.093   762,064.018   MT  1.00044634   +1 42 19.3
 AF8050
 AF8050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8050!SPC NC       -   0.99999281  x   0.99994217  =   0.99993498
 AF8050!UTM  17      -   0.99999281  x   1.00044634  =   1.00043915
 AF8050
 AF8050                          SUPERSEDED SURVEY CONTROL
 AF8050
 AF8050  NAD 83(2001)-  35 55 41.63362(N)    078 05 43.15718(W) AD(       ) 1
 AF8050  ELLIP H (03/13/03)   45.821  (m)                       GP(       ) 4 2
 AF8050  NAD 83(1986)-  35 55 41.63898(N)    078 05 43.16781(W) AD(       ) 1
 AF8050  NGVD 29 (06/05/98)   80.43   (m)          263.9    (f) LEVELING    3  
 AF8050
 AF8050.Superseded values are not recommended for survey control.
 AF8050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8050.See file dsdata.txt to determine how the superseded data were derived.
 AF8050
 AF8050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6206479888(NAD 83)
 AF8050_MARKER: DE = TRAVERSE STATION DISK
 AF8050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8050_STAMPING: BAPTIST 1983
 AF8050_MARK LOGO: NCGS  
 AF8050_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8050+STABILITY: SURFACE MOTION
 AF8050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8050+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2009
 AF8050
 AF8050  HISTORY     - Date     Condition        Report By
 AF8050  HISTORY     - 1983     MONUMENTED       NCGS
 AF8050  HISTORY     - 20050101 GOOD             USPSQD
 AF8050  HISTORY     - 20090117 GOOD             GEOCAC
 AF8050
 AF8050                          STATION DESCRIPTION
 AF8050
 AF8050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8050'STATION IS LOCATED IN THE SOUTHEAST EDGE OF SPRING HOPE. ALONG NC 581
 AF8050'FOR 0.4 KM (0.25 MI) SOUTHEAST FROM THE US 64 UNDERPASS (SOUTHEAST OF
 AF8050'SPRING HOPE), IN THE SOUTHEAST QUADRANT OF THE SR 1145 (OLD SPRING
 AF8050'HOPE ROAD) CROSSROAD. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AF8050'HIGHWAY. LOCATED 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF NC 581,
 AF8050'12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF SR 1145, 34.4 M (112.9 FT)
 AF8050'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND ROAD, AND 1.5 M (4.9
 AF8050'FT) WEST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG.
 AF8050
 AF8050                          STATION RECOVERY (2005)
 AF8050
 AF8050'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8050'RECOVERED IN GOOD CONDITION.
 AF8050
 AF8050                          STATION RECOVERY (2009)
 AF8050
 AF8050'RECOVERY NOTE BY GEOCACHING 2009 (PFF)
 AF8050'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8835 ***********************************************************************
 AF8835  DESIGNATION -  BAPTIST
 AF8835  PID         -  AF8835
 AF8835  STATE/COUNTY-  NC/DARE
 AF8835  USGS QUAD   -  BUXTON (1983)
 AF8835
 AF8835                         *CURRENT SURVEY CONTROL
 AF8835  ___________________________________________________________________
 AF8835* NAD 83(2007)-  35 15 33.84778(N)    075 35 15.11558(W)     ADJUSTED  
 AF8835* NAVD 88     -         1.3    (meters)       4.     (feet)  GPS OBS   
 AF8835  ___________________________________________________________________
 AF8835  EPOCH DATE  -        2002.00
 AF8835  X           -   1,297,727.212 (meters)                     COMP
 AF8835  Y           -  -5,049,751.635 (meters)                     COMP
 AF8835  Z           -   3,661,382.141 (meters)                     COMP
 AF8835  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AF8835  ELLIP HEIGHT-         -37.361 (meters)          (02/10/07) ADJUSTED
 AF8835  GEOID HEIGHT-         -38.69  (meters)                     GEOID03
 AF8835
 AF8835  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8835  Type    PID    Designation                      North   East  Ellip
 AF8835  -------------------------------------------------------------------
 AF8835  NETWORK AF8835 BAPTIST                           2.65   1.53   6.80
 AF8835  -------------------------------------------------------------------
 AF8835
 AF8835.The horizontal coordinates were established by GPS observations
 AF8835.and adjusted by the National Geodetic Survey in February 2007.
 AF8835
 AF8835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8835.The horizontal coordinates are valid at the epoch date displayed above.
 AF8835.The epoch date for horizontal control is a decimal equivalence
 AF8835.of Year/Month/Day.
 AF8835
 AF8835.The orthometric height was determined by GPS observations and a
 AF8835.high-resolution geoid model.
 AF8835
 AF8835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8835
 AF8835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8835
 AF8835.The ellipsoidal height was determined by GPS observations
 AF8835.and is referenced to NAD 83.
 AF8835
 AF8835.The geoid height was determined by GEOID03.
 AF8835
 AF8835;                    North         East     Units Scale Factor Converg.
 AF8835;SPC NC       -   172,774.046   920,032.156   MT  0.99987260   +1 58 10.5
 AF8835;SPC NC       -   566,842.85  3,018,472.17   sFT  0.99987260   +1 58 10.5
 AF8835;UTM  18      - 3,901,968.582   446,556.154   MT  0.99963520   -0 20 21.0
 AF8835
 AF8835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8835!SPC NC       -   1.00000586  x   0.99987260  =   0.99987846
 AF8835!UTM  18      -   1.00000586  x   0.99963520  =   0.99964106
 AF8835
 AF8835                          SUPERSEDED SURVEY CONTROL
 AF8835
 AF8835  NAD 83(2001)-  35 15 33.84770(N)    075 35 15.11505(W) AD(       ) 1
 AF8835  ELLIP H (03/13/03)  -37.344  (m)                       GP(       ) 4 2
 AF8835  NAD 83(1986)-  35 15 33.86070(N)    075 35 15.11988(W) AD(       ) 1
 AF8835
 AF8835.Superseded values are not recommended for survey control.
 AF8835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8835.See file dsdata.txt to determine how the superseded data were derived.
 AF8835
 AF8835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4655601969(NAD 83)
 AF8835_MARKER: DE = TRAVERSE STATION DISK
 AF8835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8835_STAMPING: BAPTIST 1985
 AF8835_MARK LOGO: NCGS  
 AF8835_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8835+STABILITY: SURFACE MOTION
 AF8835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8835+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 AF8835
 AF8835  HISTORY     - Date     Condition        Report By
 AF8835  HISTORY     - 1985     MONUMENTED       NCGS
 AF8835  HISTORY     - 20000620 GOOD             NCDOT
 AF8835  HISTORY     - 20030821 GOOD             USPSQD
 AF8835  HISTORY     - 20071008 GOOD             GEOCAC
 AF8835
 AF8835                          STATION DESCRIPTION
 AF8835
 AF8835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8835'STATION IS LOCATED IN THE BUXTON COMMUNITY. ALONG NC 12 FOR 4.3 KM
 AF8835'(2.65 MI) WEST FROM THE BUXTON POST OFFICE, AT SR 1400 (BUCKANEER
 AF8835'DRIVE), ON THE GROUNDS OF THE CAPE HATTERAS BAPTIST CHURCH. MARK IS
 AF8835'ABOUT LEVEL WITH HIGHWAY AND RECESSED 3 INCHES BELOW GROUND. LOCATED
 AF8835'13.3 M (43.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 12, 26.2 M
 AF8835'(86.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 1400, 34.2 M (112.2
 AF8835'FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND 11.9 M (39.0 FT)
 AF8835'EAST-SOUTHEAST OF A POWER POLE (22-75) WITH A REFERENCE TAG.
 AF8835
 AF8835                          STATION RECOVERY (2000)
 AF8835
 AF8835'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8835'RECOVERED AS DESCRIBED.
 AF8835
 AF8835                          STATION RECOVERY (2003)
 AF8835
 AF8835'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF8835'RECOVERED IN GOOD CONDITION.
 AF8835
 AF8835                          STATION RECOVERY (2007)
 AF8835
 AF8835'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 AF8835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8784 ***********************************************************************
 DH8784  DESIGNATION -  BAPTIST
 DH8784  PID         -  DH8784
 DH8784  STATE/COUNTY-  NC/GREENE
 DH8784  USGS QUAD   -  FARMVILLE (1981)
 DH8784
 DH8784                         *CURRENT SURVEY CONTROL
 DH8784  ___________________________________________________________________
 DH8784* NAD 83(2001)-  35 33 04.12200(N)    077 36 15.37636(W)     ADJUSTED  
 DH8784* NAVD 88     -        23.901  (meters)      78.42   (feet)  ADJUSTED  
 DH8784  ___________________________________________________________________
 DH8784  X           -   1,115,194.204 (meters)                     COMP
 DH8784  Y           -  -5,073,997.632 (meters)                     COMP
 DH8784  Z           -   3,687,779.469 (meters)                     COMP
 DH8784  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DH8784  ELLIP HEIGHT-         -11.655 (meters)          (03/08/06) ADJUSTED
 DH8784  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 DH8784  DYNAMIC HT  -          23.881 (meters)      78.35  (feet)  COMP
 DH8784  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 DH8784
 DH8784  HORZ ORDER  -  FIRST
 DH8784  VERT ORDER  -  SECOND    CLASS II
 DH8784  ELLP ORDER  -  FIFTH     CLASS I
 DH8784
 DH8784.The horizontal coordinates were established by GPS observations
 DH8784.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8784
 DH8784.The orthometric height was determined by differential leveling
 DH8784.and adjusted in July 2008.
 DH8784.No vertical observational check was made to the station.
 DH8784
 DH8784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8784
 DH8784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8784
 DH8784.The ellipsoidal height was determined by GPS observations
 DH8784.and is referenced to NAD 83.
 DH8784
 DH8784.The geoid height was determined by GEOID03.
 DH8784
 DH8784.The dynamic height is computed by dividing the NAVD 88
 DH8784.geopotential number by the normal gravity value computed on the
 DH8784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8784.degrees latitude (g = 980.6199 gals.).
 DH8784
 DH8784.The modeled gravity was interpolated from observed gravity values.
 DH8784
 DH8784;                    North         East     Units Scale Factor Converg.
 DH8784;SPC NC       -   200,691.764   736,135.950   MT  0.99988620   +0 48 20.1
 DH8784;SPC NC       -   658,436.23  2,415,139.36   sFT  0.99988620   +0 48 20.1
 DH8784;UTM  18      - 3,937,286.348   263,933.835   MT  1.00028678   -1 30 53.6
 DH8784
 DH8784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8784!SPC NC       -   1.00000183  x   0.99988620  =   0.99988803
 DH8784!UTM  18      -   1.00000183  x   1.00028678  =   1.00028861
 DH8784
 DH8784                          SUPERSEDED SURVEY CONTROL
 DH8784
 DH8784  NAD 83(1986)-  35 33 04.13221(N)    077 36 15.38689(W) AD(       ) 1
 DH8784  NAVD 88 (03/08/06)   23.90   (m)           78.4    (f) LEVELING    3  
 DH8784
 DH8784.Superseded values are not recommended for survey control.
 DH8784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8784.See file dsdata.txt to determine how the superseded data were derived.
 DH8784
 DH8784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6393437286(NAD 83)
 DH8784_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8784_STAMPING: BAPTIST 1996
 DH8784_MARK LOGO: NCGS  
 DH8784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8784+STABILITY: SURFACE MOTION
 DH8784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8784+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1996
 DH8784
 DH8784  HISTORY     - Date     Condition        Report By
 DH8784  HISTORY     - 1996     MONUMENTED       NCGS
 DH8784  HISTORY     - 19961014 GOOD             NCGS
 DH8784
 DH8784                          STATION DESCRIPTION
 DH8784
 DH8784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 DH8784'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2390 ***********************************************************************
 EZ2390  DESIGNATION -  BAPTIST 2
 EZ2390  PID         -  EZ2390
 EZ2390  STATE/COUNTY-  NC/WAKE
 EZ2390  USGS QUAD   -  ZEBULON (1981)
 EZ2390
 EZ2390                         *CURRENT SURVEY CONTROL
 EZ2390  ___________________________________________________________________
 EZ2390* NAD 83(2007)-  35 51 28.42545(N)    078 20 29.62328(W)     ADJUSTED  
 EZ2390* NAVD 88     -       107.087  (meters)     351.33   (feet)  ADJUSTED  
 EZ2390  ___________________________________________________________________
 EZ2390  EPOCH DATE  -        2002.00
 EZ2390  X           -   1,045,810.733 (meters)                     COMP
 EZ2390  Y           -  -5,068,541.709 (meters)                     COMP
 EZ2390  Z           -   3,715,466.834 (meters)                     COMP
 EZ2390  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 EZ2390  ELLIP HEIGHT-          73.137 (meters)          (02/10/07) ADJUSTED
 EZ2390  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 EZ2390  DYNAMIC HT  -         106.993 (meters)     351.03  (feet)  COMP
 EZ2390
 EZ2390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2390  Type    PID    Designation                      North   East  Ellip
 EZ2390  -------------------------------------------------------------------
 EZ2390  NETWORK EZ2390 BAPTIST 2                         0.90   0.82   1.72
 EZ2390  -------------------------------------------------------------------
 EZ2390  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 EZ2390
 EZ2390  VERT ORDER  -  SECOND    CLASS II
 EZ2390
 EZ2390.The horizontal coordinates were established by GPS observations
 EZ2390.and adjusted by the National Geodetic Survey in February 2007.
 EZ2390
 EZ2390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2390.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2390.The epoch date for horizontal control is a decimal equivalence
 EZ2390.of Year/Month/Day.
 EZ2390
 EZ2390.The orthometric height was determined by differential leveling
 EZ2390.and adjusted in June 1991.
 EZ2390
 EZ2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2390
 EZ2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2390
 EZ2390.The ellipsoidal height was determined by GPS observations
 EZ2390.and is referenced to NAD 83.
 EZ2390
 EZ2390.The geoid height was determined by GEOID03.
 EZ2390
 EZ2390.The dynamic height is computed by dividing the NAVD 88
 EZ2390.geopotential number by the normal gravity value computed on the
 EZ2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2390.degrees latitude (g = 980.6199 gals.).
 EZ2390
 EZ2390.The modeled gravity was interpolated from observed gravity values.
 EZ2390
 EZ2390;                    North         East     Units Scale Factor Converg.
 EZ2390;SPC NC       -   234,031.306   669,070.048   MT  0.99992844   +0 22 48.1
 EZ2390;SPC NC       -   767,817.71  2,195,107.32   sFT  0.99992844   +0 22 48.1
 EZ2390;UTM  17      - 3,971,450.840   740,055.059   MT  1.00031014   +1 33 28.8
 EZ2390
 EZ2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2390!SPC NC       -   0.99998852  x   0.99992844  =   0.99991696
 EZ2390!UTM  17      -   0.99998852  x   1.00031014  =   1.00029866
 EZ2390
 EZ2390:                Primary Azimuth Mark                     Grid Az
 EZ2390:SPC NC       -  DEERE                                    141 08 20.8
 EZ2390:UTM  17      -  DEERE                                    139 57 40.1
 EZ2390
 EZ2390|---------------------------------------------------------------------|
 EZ2390| PID    Reference Object                     Distance      Geod. Az  |
 EZ2390|                                                           dddmmss.s |
 EZ2390| EZ2389 DEERE                               APPROX. 1.3 KM 1413108.9 |
 EZ2390| EZ2391 HOPKINS                             444.424 METERS 3362427.9 |
 EZ2390|---------------------------------------------------------------------|
 EZ2390
 EZ2390                          SUPERSEDED SURVEY CONTROL
 EZ2390
 EZ2390  NAD 83(2001)-  35 51 28.42458(N)    078 20 29.62166(W) AD(       ) 2
 EZ2390  NAD 83(1986)-  35 51 28.43048(N)    078 20 29.63282(W) AD(       ) 2
 EZ2390  NAD 27      -  35 51 27.87619(N)    078 20 30.63521(W) AD(       ) 2
 EZ2390  NAVD 88 (01/16/98)  107.09   (m)          351.3    (f) LEVELING    3  
 EZ2390  NGVD 29 (??/??/92)  107.369  (m)          352.26   (f) ADJ UNCH    2 2
 EZ2390
 EZ2390.Superseded values are not recommended for survey control.
 EZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2390.See file dsdata.txt to determine how the superseded data were derived.
 EZ2390
 EZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4005571451(NAD 83)
 EZ2390_MARKER: DE = TRAVERSE STATION DISK
 EZ2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2390_STAMPING: BAPTIST 2 1976
 EZ2390_MARK LOGO: NCGS  
 EZ2390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2390+STABILITY: SURFACE MOTION
 EZ2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2390+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2007
 EZ2390
 EZ2390  HISTORY     - Date     Condition        Report By
 EZ2390  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2390  HISTORY     - 1976     GOOD             NCGS
 EZ2390  HISTORY     - 19950321 GOOD             GEOMET
 EZ2390  HISTORY     - 20041130 GOOD             USPSQD
 EZ2390  HISTORY     - 20070216 GOOD             GEOCAC
 EZ2390
 EZ2390                          STATION DESCRIPTION
 EZ2390
 EZ2390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2390'BAPTIST 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2390'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ2390'
 EZ2390'BAPTIST 2 IS LOCATED APPROXIMATELY 2.8 MILES NNW OF ZEBULON.  TO
 EZ2390'REACH STATION FROM THE NC 96 OVERPASS OF U.S. 64 BYPASS AT NORTH
 EZ2390'EDGE OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 2.0 MILES
 EZ2390'TO THE UNION CHAPEL BAPTIST CHURCH AND STATION ON LEFT, AT THE
 EZ2390'NORTHEAST CORNER OF THE CHURCH PROPERTY, ON A 10 FOOT SLOPING
 EZ2390'BANK AND 0.2 MILE NNW OF T INTERSECTION WITH SR 2333 (W).
 EZ2390'
 EZ2390'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2390'BAPTIST 2 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2390'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2390'
 EZ2390'MARK IS 64.7 FT SW OF C/L OF NC 96
 EZ2390'
 EZ2390'81.6 FT N OF NORTHEAST CORNER OF SANCTUARY
 EZ2390'
 EZ2390'12.5 FT S OF POWER POLE 38 WITH ALUMINUM REF. TAG
 EZ2390'
 EZ2390'36.2 FT SW OF CENTER OF TOP OF TELEPHONE PEDESTAL P38
 EZ2390'
 EZ2390'112.4 FT NE OF NORTHEASTERNMOST CORNER OF CHURCH SCHOOL WING
 EZ2390'
 EZ2390'BAPTIST 2 REPLACES BAPTIST 1969 WHICH WAS FOUND DESTROYED-DISK
 EZ2390'REMOVED.
 EZ2390
 EZ2390                          STATION RECOVERY (1976)
 EZ2390
 EZ2390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2390'2.8 MI NNW FROM ZEBULON.
 EZ2390'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE
 EZ2390'OF ZEBULON, PROCEED NORTHWESTERLY ALONG NC 96 FOR 2.0 MILES TO THE
 EZ2390'UNION CHAPEL BAPTIST CHURCH AND STATION ON LEFT, AT THE NORTHEAST
 EZ2390'CORNER OF THE CHURCH PROPERTY, ON A 10 FOOT SLOPING BANK, 0.2 MILE NNW
 EZ2390'OF T INTERSECTION WITH SR 2333 (W).  64.7 FT. SW OF CENTERLINE OF NC
 EZ2390'96, 81.6 FT. N OF NORTHEAST CORNER OF SANCTUARY, 12.5 FT. S OF POWER
 EZ2390'POLE NO. 38 WITH ALUMINUM REF. TAG, 36.2 FT. SW OF CENTER OF TOP OF
 EZ2390'TELEPHONE PEDESTAL NO. P38 AND 112.4 FT. NE OF NORTHEASTERNMOST CORNER
 EZ2390'OF CHURCH SCHOOL WING.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 EZ2390'THE SURFACE OF THE GROUND.
 EZ2390
 EZ2390                          STATION RECOVERY (1995)
 EZ2390
 EZ2390'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 EZ2390'RECOVERED AS DESCRIBED.
 EZ2390
 EZ2390                          STATION RECOVERY (2004)
 EZ2390
 EZ2390'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2390'RECOVERED AS DESCRIBED
 EZ2390
 EZ2390                          STATION RECOVERY (2007)
 EZ2390
 EZ2390'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6909 ***********************************************************************
 AJ6909  DESIGNATION -  BAPTIST RM 2
 AJ6909  PID         -  AJ6909
 AJ6909  STATE/COUNTY-  NC/HARNETT
 AJ6909  USGS QUAD   -  FUQUAY-VARINA (1993)
 AJ6909
 AJ6909                         *CURRENT SURVEY CONTROL
 AJ6909  ___________________________________________________________________
 AJ6909* NAD 83(1986)-  35 31 06.     (N)    078 51 57.     (W)     SCALED    
 AJ6909* NAVD 88     -       112.586  (meters)     369.38   (feet)  ADJUSTED  
 AJ6909  ___________________________________________________________________
 AJ6909  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AJ6909  DYNAMIC HT  -         112.486 (meters)     369.05  (feet)  COMP
 AJ6909  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 AJ6909
 AJ6909  VERT ORDER  -  SECOND    CLASS II
 AJ6909
 AJ6909.The horizontal coordinates were scaled from a topographic map and have
 AJ6909.an estimated accuracy of +/- 6 seconds.
 AJ6909
 AJ6909.The orthometric height was determined by differential leveling
 AJ6909.and adjusted in November 2003.
 AJ6909.No vertical observational check was made to the station.
 AJ6909
 AJ6909.The geoid height was determined by GEOID03.
 AJ6909
 AJ6909.The dynamic height is computed by dividing the NAVD 88
 AJ6909.geopotential number by the normal gravity value computed on the
 AJ6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6909.degrees latitude (g = 980.6199 gals.).
 AJ6909
 AJ6909.The modeled gravity was interpolated from observed gravity values.
 AJ6909
 AJ6909;                    North         East    Units  Estimated Accuracy
 AJ6909;SPC NC       -   196,170.      621,770.      MT  (+/- 180 meters Scaled)
 AJ6909
 AJ6909                          SUPERSEDED SURVEY CONTROL
 AJ6909
 AJ6909.No superseded survey control is available for this station.
 AJ6909
 AJ6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV935326(NAD 83)
 AJ6909_MARKER: DR = REFERENCE MARK DISK
 AJ6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6909_STAMPING: BAPTIST 1957 NO 2 1982
 AJ6909_MARK LOGO: NGS   
 AJ6909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6909+STABILITY: SURFACE MOTION
 AJ6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6909+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2007
 AJ6909
 AJ6909  HISTORY     - Date     Condition        Report By
 AJ6909  HISTORY     - 1982     MONUMENTED       CGS
 AJ6909  HISTORY     - 20021121 GOOD             NCGS
 AJ6909  HISTORY     - 20070615 GOOD             GEOCAC
 AJ6909
 AJ6909                          STATION DESCRIPTION
 AJ6909
 AJ6909'DESCRIBED BY COAST AND GEODETIC SURVEY 1982
 AJ6909'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 AJ6909'LILLINGTON AND 5.9 MI (9.5 KM) SOUTHWEST OF FUQUAY VARINA.
 AJ6909'PROCEED ALONG US 401 AND 421 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE
 AJ6909'HARNETT COUNTY COURTHOUSE IN LILLINGTON TO THE JUNCTION OF NC 27 AND
 AJ6909'210, THENCE NORTH-NORTHWEST ALONG US 401 FOR 3.3 MI (5.3 KM) TO SR
 AJ6909'1412 (CHRISTIAN LIGHT ROAD), THENCE NORTHWEST ALONG SR 1412 FOR 6.3 MI
 AJ6909'(10.1 KM) TO SR 1427 (REVEL ROAD) AND THE STATION IN THE YARD OF
 AJ6909'BAPTIST GROVE CHURCH.
 AJ6909'MARK IS ABOUT 1-FOOT HIGHER THAN SR 1427 AND FLUSH WITH THE GROUND.
 AJ6909'LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF SR 1427, 42.8
 AJ6909'FT (13.0 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF BRICK CHURCH,
 AJ6909'4.8 FT (1.5 M) SOUTH OF CONCRETE COVER FOR A WATER VALVE, 9.2 FT (2.8
 AJ6909'M) NORTHEAST OF A METAL DRAIN, 77.8 FT (23.7 M) NORTHWEST OF CGS
 AJ6909'STATION BAPTIST AND 4.3 FT (1.3 M) SOUTHWEST OF POWER POLE (J 418 BH)
 AJ6909'WITH TWO TRANSFORMERS AND A REFERENCE TAG.
 AJ6909
 AJ6909                          STATION RECOVERY (2002)
 AJ6909
 AJ6909'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002
 AJ6909'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 AJ6909'LILLINGTON AND 5.9 MI (9.5 KM) SOUTHWEST OF FUQUAY VARINA.
 AJ6909'PROCEED ALONG US 401 AND 421 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE
 AJ6909'HARNETT COUNTY COURTHOUSE IN LILLINGTON TO THE JUNCTION OF NC 27 AND
 AJ6909'210, THENCE NORTH-NORTHWEST ALONG US 401 FOR 3.3 MI (5.3 KM) TO SR
 AJ6909'1412 (CHRISTIAN LIGHT ROAD), THENCE NORTHWEST ALONG SR 1412 FOR 6.3 MI
 AJ6909'(10.1 KM) TO SR 1427 (REVEL ROAD) AND THE STATION IN THE YARD OF
 AJ6909'BAPTIST GROVE CHURCH.
 AJ6909'MARK IS ABOUT 1-FOOT HIGHER THAN SR 1427 AND FLUSH WITH THE GROUND.
 AJ6909'LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF SR 1427, 42.8
 AJ6909'FT (13.0 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF BRICK CHURCH,
 AJ6909'4.8 FT (1.5 M) SOUTH OF CONCRETE COVER FOR A WATER VALVE, 9.2 FT (2.8
 AJ6909'M) NORTHEAST OF A METAL DRAIN, 77.8 FT (23.7 M) NORTHWEST OF CGS
 AJ6909'STATION BAPTIST AND 4.3 FT (1.3 M) SOUTHWEST OF POWER POLE (J 418 BH)
 AJ6909'WITH TWO TRANSFORMERS AND A REFERENCE TAG.
 AJ6909
 AJ6909                          STATION RECOVERY (2007)
 AJ6909
 AJ6909'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AJ6909'RECOVERED IN GOOD CONDITION. HH2 GPS COORDINATES
 AJ6909'N35 31 06.2 W078 51 57.1.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1509 ***********************************************************************
 EY1509  DESIGNATION -  BAR
 EY1509  PID         -  EY1509
 EY1509  STATE/COUNTY-  NC/CRAVEN
 EY1509  USGS QUAD   -  WILMAR (1983)
 EY1509
 EY1509                         *CURRENT SURVEY CONTROL
 EY1509  ___________________________________________________________________
 EY1509* NAD 83(2007)-  35 22 58.38100(N)    077 08 56.55407(W)     ADJUSTED  
 EY1509* NAVD 88     -        14.524  (meters)      47.65   (feet)  ADJUSTED  
 EY1509  ___________________________________________________________________
 EY1509  EPOCH DATE  -        2002.00
 EY1509  X           -   1,157,879.989 (meters)                     COMP
 EY1509  Y           -  -5,075,529.447 (meters)                     COMP
 EY1509  Z           -   3,672,568.879 (meters)                     COMP
 EY1509  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EY1509  ELLIP HEIGHT-         -22.196 (meters)          (02/10/07) ADJUSTED
 EY1509  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EY1509  DYNAMIC HT  -          14.511 (meters)      47.61  (feet)  COMP
 EY1509
 EY1509  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY1509  Type    PID    Designation                      North   East  Ellip
 EY1509  -------------------------------------------------------------------
 EY1509  NETWORK EY1509 BAR                               0.61   0.57   1.69
 EY1509  -------------------------------------------------------------------
 EY1509  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 EY1509
 EY1509  VERT ORDER  -  FIRST     CLASS II
 EY1509
 EY1509.The horizontal coordinates were established by GPS observations
 EY1509.and adjusted by the National Geodetic Survey in February 2007.
 EY1509
 EY1509.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY1509.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY1509.The horizontal coordinates are valid at the epoch date displayed above.
 EY1509.The epoch date for horizontal control is a decimal equivalence
 EY1509.of Year/Month/Day.
 EY1509
 EY1509.The orthometric height was determined by differential leveling
 EY1509.and adjusted in June 1991.
 EY1509
 EY1509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1509
 EY1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1509
 EY1509.The ellipsoidal height was determined by GPS observations
 EY1509.and is referenced to NAD 83.
 EY1509
 EY1509.The geoid height was determined by GEOID03.
 EY1509
 EY1509.The dynamic height is computed by dividing the NAVD 88
 EY1509.geopotential number by the normal gravity value computed on the
 EY1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1509.degrees latitude (g = 980.6199 gals.).
 EY1509
 EY1509.The modeled gravity was interpolated from observed gravity values.
 EY1509
 EY1509;                    North         East     Units Scale Factor Converg.
 EY1509;SPC NC       -   182,703.668   777,750.122   MT  0.99987520   +1 04 05.9
 EY1509;SPC NC       -   599,420.28  2,551,668.53   sFT  0.99987520   +1 04 05.9
 EY1509;UTM  18      - 3,917,625.064   304,798.939   MT  1.00006959   -1 14 41.2
 EY1509
 EY1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1509!SPC NC       -   1.00000348  x   0.99987520  =   0.99987868
 EY1509!UTM  18      -   1.00000348  x   1.00006959  =   1.00007307
 EY1509
 EY1509                          SUPERSEDED SURVEY CONTROL
 EY1509
 EY1509  NAD 83(2001)-  35 22 58.38144(N)    077 08 56.55325(W) AD(       ) 1
 EY1509  ELLIP H (03/13/03)  -22.189  (m)                       GP(       ) 4 2
 EY1509  NAD 83(1986)-  35 22 58.39200(N)    077 08 56.56258(W) AD(       ) 1
 EY1509  NAD 83(1986)-  35 22 58.39234(N)    077 08 56.56401(W) AD(       ) 2
 EY1509  NAVD 88 (06/06/02)   14.52   (m)           47.6    (f) LEVELING    3  
 EY1509  NGVD 29 (10/26/90)   14.86   (m)           48.8    (f) LEVELING    3  
 EY1509
 EY1509.Superseded values are not recommended for survey control.
 EY1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1509.See file dsdata.txt to determine how the superseded data were derived.
 EY1509
 EY1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0479917625(NAD 83)
 EY1509_MARKER: DE = TRAVERSE STATION DISK
 EY1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1509_SP_SET: CONCRETE POST
 EY1509_STAMPING: BAR 1979
 EY1509_MARK LOGO: NCGS  
 EY1509_PROJECTION: RECESSED 8 CENTIMETERS
 EY1509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1509+STABILITY: SURFACE MOTION
 EY1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1509+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY1509
 EY1509  HISTORY     - Date     Condition        Report By
 EY1509  HISTORY     - 1979     MONUMENTED       NCGS
 EY1509  HISTORY     - 1979     GOOD             NCGS
 EY1509  HISTORY     - 20010529 GOOD             NCGS
 EY1509
 EY1509                          STATION DESCRIPTION
 EY1509
 EY1509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1509'THE STATION IS LOCATED ALONG US 17, APPROXIMATELY 0.9 MILE
 EY1509'SOUTH-SOUTHWEST OF WILMAR AND 5.6 MILES NORTH OF VANCEBORO.
 EY1509'
 EY1509'TO REACH STATION FROM THE CRAVEN-BEAUFORT COUNTY LINE AT WILMAR,
 EY1509'PROCEED SOUTHERLY ALONG US 17 FOR 0.9 MILE TO STATION IN THE RIGHT
 EY1509'SHOULDER APPROXIMATELY 100 FEET SOUTH OF A BLOCK TAVER AND 0.55 MILE
 EY1509'NORTH OF THE SR 1644 CROSSROAD.
 EY1509'
 EY1509'STATION MARK IS A STANDARD DISK STAMPED---BAR 1979---SET IN TOP OF A
 EY1509'10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. THE
 EY1509'MARK IS 22.5 FEET WEST-NORTHWEST OF CENTERLINE OF US 17, 11.2 FEET
 EY1509'NORTH-NORTHEAST OF NORTH END OF HEADWALL, 18.1 FEET SOUTHEAST OF SOUTH
 EY1509'END OF CULVERT, 71.2 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF
 EY1509'TAVERN AND 69.7 FEET NORTH-NORTHEAST OF POWER POLE WITH LIGHT AND
 EY1509'REFERENCE TAG.
 EY1509
 EY1509                          STATION RECOVERY (1979)
 EY1509
 EY1509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1509'5.6 MI NORTH FROM VANCEBORO.
 EY1509'1.9 MILES NORTHERLY ALONG U.S. 17 BUSINESS FROM INTERSECTION WITH
 EY1509'N.C. 43 IN VANCEBORO, TO MERGER OF THE BYPASS, THENCE 3.5 MILES
 EY1509'NORTH ALONG U.S. 17 IN WEST SHOULDER OF HIGHWAY, AT CRAVEN SOCIAL
 EY1509'BAR AND CLUB AND 0.55 MILE NORTH OF INTERSECTION WITH SR 1644,
 EY1509'22.5 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 11.2 FEET
 EY1509'NORTH-NORTHEAST OF NORTH END OF A HEADWALL, 18.1 FEET SOUTHEAST
 EY1509'OF SOUTH END OF A CULVERT, 71.2 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 EY1509'CORNER OF BLOCK TAVERN BUILDING AND 69.7 FEET NORTH-NORTHEAST OF
 EY1509'POWER POLE WITH LIGHT AND REFERENCE TAG.
 EY1509'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1509
 EY1509                          STATION RECOVERY (2001)
 EY1509
 EY1509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1509'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY1509'CORRECTION.
 EY1509'SR 1644 IS IRENE RD. REFERENCED POWER POLE WITH LIGHT AND REFERENCE
 EY1509'TAG IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2781 ***********************************************************************
 EZ2781  DESIGNATION -  BAR
 EZ2781  PID         -  EZ2781
 EZ2781  STATE/COUNTY-  NC/ORANGE
 EZ2781  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2781
 EZ2781                         *CURRENT SURVEY CONTROL
 EZ2781  ___________________________________________________________________
 EZ2781* NAD 83(2001)-  35 54 32.06911(N)    079 01 42.45375(W)     ADJUSTED  
 EZ2781* NAVD 88     -        90.036  (meters)     295.39   (feet)  ADJUSTED  
 EZ2781  ___________________________________________________________________
 EZ2781  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 EZ2781  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 EZ2781  DYNAMIC HT  -          89.962 (meters)     295.15  (feet)  COMP
 EZ2781  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 EZ2781
 EZ2781  HORZ ORDER  -  SECOND
 EZ2781  VERT ORDER  -  SECOND    CLASS II
 EZ2781
 EZ2781.The horizontal coordinates were established by classical geodetic methods
 EZ2781.and adjusted by the National Geodetic Survey in August 2005.
 EZ2781
 EZ2781.The orthometric height was determined by differential leveling
 EZ2781.and adjusted in June 1991.
 EZ2781
 EZ2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2781
 EZ2781.The geoid height was determined by GEOID03.
 EZ2781
 EZ2781.The dynamic height is computed by dividing the NAVD 88
 EZ2781.geopotential number by the normal gravity value computed on the
 EZ2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2781.degrees latitude (g = 980.6199 gals.).
 EZ2781
 EZ2781.The modeled gravity was interpolated from observed gravity values.
 EZ2781
 EZ2781;                    North         East     Units Scale Factor Converg.
 EZ2781;SPC NC       -   239,494.219   607,032.429   MT  0.99993825   -0 00 59.1
 EZ2781;SPC NC       -   785,740.62  1,991,572.23   sFT  0.99993825   -0 00 59.1
 EZ2781;UTM  17      - 3,975,640.703   677,905.444   MT  0.99999001   +1 09 23.8
 EZ2781
 EZ2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2781!SPC NC       -   0.99999075  x   0.99993825  =   0.99992900
 EZ2781!UTM  17      -   0.99999075  x   0.99999001  =   0.99998076
 EZ2781
 EZ2781|---------------------------------------------------------------------|
 EZ2781| PID    Reference Object                     Distance      Geod. Az  |
 EZ2781|                                                           dddmmss.s |
 EZ2781| EZ2767 DAVIS                               227.577 METERS 04839     |
 EZ2781| EZ2867 MOORE                               APPROX. 1.0 KM 2844642.5 |
 EZ2781|---------------------------------------------------------------------|
 EZ2781
 EZ2781                          SUPERSEDED SURVEY CONTROL
 EZ2781
 EZ2781  NAD 83(1986)-  35 54 32.07522(N)    079 01 42.46304(W) AD(       ) 2
 EZ2781  NAD 27      -  35 54 31.55642(N)    079 01 43.43065(W) AD(       ) 2
 EZ2781  NGVD 29 (03/05/92)   90.278  (m)          296.19   (f) ADJUSTED    2 2
 EZ2781
 EZ2781.Superseded values are not recommended for survey control.
 EZ2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2781.See file dsdata.txt to determine how the superseded data were derived.
 EZ2781
 EZ2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7790575641(NAD 83)
 EZ2781_MARKER: DE = TRAVERSE STATION DISK
 EZ2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2781_SP_SET: CONCRETE POST
 EZ2781_STAMPING: BAR 1961
 EZ2781_MARK LOGO: NCGS  
 EZ2781_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2781+STABILITY: SURFACE MOTION
 EZ2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2781+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 EZ2781
 EZ2781  HISTORY     - Date     Condition        Report By
 EZ2781  HISTORY     - 1961     MONUMENTED       NCGS
 EZ2781  HISTORY     - 1978     GOOD             ALSTER
 EZ2781  HISTORY     - 1981     GOOD             NCGS
 EZ2781  HISTORY     - 1981     GOOD             NCGS
 EZ2781  HISTORY     - 19880101 GOOD             NCGS
 EZ2781  HISTORY     - 19910704 GOOD             USPSQD
 EZ2781  HISTORY     - 19930316 GOOD             NCGS
 EZ2781  HISTORY     - 20000503 GOOD             NCGS
 EZ2781  HISTORY     - 20060823 GOOD             USPSQD
 EZ2781
 EZ2781                          STATION DESCRIPTION
 EZ2781
 EZ2781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ2781'BAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2781'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ2781'
 EZ2781'BAR IS LOCATED APPROXIMATELY 1.4 MILES ESE OF THE CENTER OF
 EZ2781'CHAPEL HILL AND ABOUT 200 FEET WEST OF INTERSECTION OF U.S.
 EZ2781'15-501 BYPASS AND NC 54. TO REACH STATION PROCEED FROM THE
 EZ2781'U.S. 15-501 OVERPASS OVER NC 54 WEST ON NC 54 FOR ABOUT 200
 EZ2781'FEET.  THE STATION IS ON THE SOUTH SHOULDER OF NC 54 E BOUND
 EZ2781'LANE, BETWEEN CATCH BASIN AND HIGHWAY NUMBER SIGN AND SOUTH
 EZ2781'OF RIGHT TURN LANE.
 EZ2781'
 EZ2781'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE
 EZ2781'DISK, STAMPED BAR 1961, WHICH IS 1 INCH BELOW THE SURFACE OF THE
 EZ2781'GROUND.
 EZ2781'
 EZ2781'MARK IS
 EZ2781'
 EZ2781'2.0 FT S OF S CURB OF E BOUND LANE OF NC 54
 EZ2781'
 EZ2781'28.15 FT W OF N POST OF HIGHWAY NUMBER SIGN WITH ALUMINUM REF. TAG
 EZ2781'
 EZ2781'35.1 FT NW OF HIGHWAY R/W MONUMENT
 EZ2781'
 EZ2781'55.1 FT NE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ2781'
 EZ2781'26.6 FT ESE OF SE CORNER OF CATCH BASIN
 EZ2781
 EZ2781                          STATION RECOVERY (1978)
 EZ2781
 EZ2781'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EZ2781'BAR 1961 GOOD
 EZ2781'
 EZ2781'N.C.G.S. MORE NOT VISIBLE FROM GROUND DUE TO TREES.
 EZ2781
 EZ2781                          STATION RECOVERY (1981)
 EZ2781
 EZ2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (JDB)
 EZ2781'THE STATION WAS RECOVERED AT THIS DATE.
 EZ2781'THE DESCRIPTION IS ADEQUATE.
 EZ2781'
 EZ2781'NCGS
 EZ2781
 EZ2781                          STATION RECOVERY (1981)
 EZ2781
 EZ2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2781'IN CHAPEL HILL.
 EZ2781'200 FEET WEST ALONG NC 54 FROM THE US 15-501 BYPASS OVERPASS, IN SOUTH
 EZ2781'SHOULDER OF NC 54 EAST BOUND LANE, BETWEEN CATCH BASIN AND HIGHWAY
 EZ2781'NUMBER SIGN, AND SOUTH OF RIGHT TURN LANE, 2.0 FEET SOUTH OF SOUTH
 EZ2781'CURB OF EAST BOUND LANE OF HIGHWAY, 26.6 FEET EAST-SOUTHEAST OF
 EZ2781'SOUTHEAST CORNER OF CATCH BASIN, 28.2 FEET WEST OF NORTH POST OF
 EZ2781'HIGHWAY NUMBER SIGN WITH REFERENCE TAG, 35.1 FEET NORTHWEST OF RIGHT
 EZ2781'OF WAY MONUMENT, AND 55.1 FEET NORTHEAST OF 8 INCH PINE WITH
 EZ2781'REFERENCE TAG.
 EZ2781'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2781
 EZ2781                          STATION RECOVERY (1988)
 EZ2781
 EZ2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ2781'RECOVERED AS DESCRIBED.
 EZ2781
 EZ2781                          STATION RECOVERY (1991)
 EZ2781
 EZ2781'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ2781'RECOVERED IN GOOD CONDITION.
 EZ2781
 EZ2781                          STATION RECOVERY (1993)
 EZ2781
 EZ2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ2781'RECOVERED AS DESCRIBED.  THE HIGHWAY NUMBER SIGN IS GONE.
 EZ2781
 EZ2781                          STATION RECOVERY (2000)
 EZ2781
 EZ2781'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EZ2781'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. STATION IS ABOUT
 EZ2781'LEVEL WITH NC 54 EASTBOUND LANES AND 10.8 FT (3.3 M) EAST-SOUTHEAST OF
 EZ2781'THE NORTH POST OF HIGHWAY NUMBER SIGN.
 EZ2781
 EZ2781                          STATION RECOVERY (2006)
 EZ2781
 EZ2781'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2250 ***********************************************************************
 EZ2250  DESIGNATION -  BAR
 EZ2250  PID         -  EZ2250
 EZ2250  STATE/COUNTY-  NC/GUILFORD
 EZ2250  USGS QUAD   -  HIGH POINT WEST (1993)
 EZ2250
 EZ2250                         *CURRENT SURVEY CONTROL
 EZ2250  ___________________________________________________________________
 EZ2250* NAD 83(2001)-  35 56 46.51180(N)    080 00 12.67532(W)     ADJUSTED  
 EZ2250* NAVD 88     -       278.351  (meters)     913.22   (feet)  ADJUSTED  
 EZ2250  ___________________________________________________________________
 EZ2250  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 EZ2250  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 EZ2250  DYNAMIC HT  -         278.110 (meters)     912.43  (feet)  COMP
 EZ2250  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 EZ2250
 EZ2250  HORZ ORDER  -  SECOND
 EZ2250  VERT ORDER  -  SECOND    CLASS I
 EZ2250
 EZ2250.The horizontal coordinates were established by classical geodetic methods
 EZ2250.and adjusted by the National Geodetic Survey in August 2005.
 EZ2250
 EZ2250.The orthometric height was determined by differential leveling
 EZ2250.and adjusted in June 1991.
 EZ2250
 EZ2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2250
 EZ2250.The geoid height was determined by GEOID03.
 EZ2250
 EZ2250.The dynamic height is computed by dividing the NAVD 88
 EZ2250.geopotential number by the normal gravity value computed on the
 EZ2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2250.degrees latitude (g = 980.6199 gals.).
 EZ2250
 EZ2250.The modeled gravity was interpolated from observed gravity values.
 EZ2250
 EZ2250;                    North         East     Units Scale Factor Converg.
 EZ2250;SPC NC       -   244,094.963   519,065.154   MT  0.99994593   -0 34 45.1
 EZ2250;SPC NC       -   800,834.89  1,702,966.26   sFT  0.99994593   -0 34 45.1
 EZ2250;UTM  17      - 3,978,445.985   589,872.612   MT  0.99969952   +0 35 06.0
 EZ2250
 EZ2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2250!SPC NC       -   0.99996120  x   0.99994593  =   0.99990713
 EZ2250!UTM  17      -   0.99996120  x   0.99969952  =   0.99966073
 EZ2250
 EZ2250|---------------------------------------------------------------------|
 EZ2250| PID    Reference Object                     Distance      Geod. Az  |
 EZ2250|                                                           dddmmss.s |
 EZ2250| EZ2251 DIRECT                              295.338 METERS 16430     |
 EZ2250| FA0098 BROAD                               APPROX. 1.3 KM 3513022.0 |
 EZ2250| EZ2249 TRUST                               APPROX. 0.5 KM 3531616.6 |
 EZ2250|---------------------------------------------------------------------|
 EZ2250
 EZ2250                          SUPERSEDED SURVEY CONTROL
 EZ2250
 EZ2250  NAD 83(1986)-  35 56 46.51803(N)    080 00 12.68554(W) AD(       ) 2
 EZ2250  NAD 27      -  35 56 46.02275(N)    080 00 13.54357(W) AD(       ) 2
 EZ2250  NGVD 29 (??/??/92)  278.545  (m)          913.86   (f) ADJ UNCH    2 1
 EZ2250
 EZ2250.Superseded values are not recommended for survey control.
 EZ2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2250.See file dsdata.txt to determine how the superseded data were derived.
 EZ2250
 EZ2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8987378446(NAD 83)
 EZ2250_MARKER: DE = TRAVERSE STATION DISK
 EZ2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2250_STAMPING: BAR 1967
 EZ2250_MARK LOGO: NCGS  
 EZ2250_PROJECTION: FLUSH
 EZ2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2250+STABILITY: SURFACE MOTION
 EZ2250
 EZ2250  HISTORY     - Date     Condition        Report By
 EZ2250  HISTORY     - 1967     MONUMENTED       NCGS
 EZ2250  HISTORY     - 1975     GOOD             NCGS
 EZ2250  HISTORY     - 19940224 SEE DESCRIPTION  NCGS
 EZ2250  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 EZ2250
 EZ2250                          STATION DESCRIPTION
 EZ2250
 EZ2250'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ2250'BAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2250'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ2250'
 EZ2250'BAR IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF INTERSECTION
 EZ2250'OF U.S. 29A AND U.S. 311 IN THE CENTER OF HIGH POINT.  TO
 EZ2250'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 311
 EZ2250'(S. MAIN ST.) AND I-85, GO NORTH ON U.S. 311 FOR 1.25 MILES
 EZ2250'TO STATION.  STATION IS LOCATED ON THE WEST SIDE OF S. MAIN
 EZ2250'ST. BETWEEN WEST CURB AND SIDEWALK, SOUTHEAST OF SOUTHEAST
 EZ2250'CORNER OF PARKING LOT AT GUILFORD DAIRY BAR, AND ACROSS
 EZ2250'STREET FROM CHRYSLER, PLYMOUTH AGENCY.  (SOUTHERN MOTORS).
 EZ2250'
 EZ2250'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2250'BAR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2250'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2250'
 EZ2250'MARK IS
 EZ2250'
 EZ2250'0.6 FT W OF OUTSIDE EDGE OF WEST CURB OF U.S. 311
 EZ2250'
 EZ2250'59.2 FT S OF PP IN FRONT OF GUILFORD DAIRY BAR WITH ALUMIMUM
 EZ2250'REF. TAG
 EZ2250'
 EZ2250'16.4 FT SE OF SE CORNER OF PARKING LOT CURB AT GUILFORD DAIRY BAR
 EZ2250'
 EZ2250'1.9 FT W OF W SIDE OF SIDEWALK
 EZ2250'
 EZ2250'60.9 FT S OF SIGN POST GUILFORD DAIRY BAR AT CONCRETE BASE
 EZ2250'
 EZ2250'20.5 FT NE OF STORM DRAIN
 EZ2250'
 EZ2250'45.3 FT N OF PP ON W SIDE OF U.S. 311 WITH ALUMINUM REF. TAG
 EZ2250
 EZ2250                          STATION RECOVERY (1975)
 EZ2250
 EZ2250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2250'IN HIGH POINT.
 EZ2250'STATION IS LOCATED IN DOWNTOWN SECTION ALONG MAIN STREET, BETWEEN THE
 EZ2250'WEST CURB AND SIDEWALK NEAR THE SE CORNER OF MAYBERRYS ICE CREAM
 EZ2250'STORE, ACROSS STREET FROM THE CHRYSLER-PLYMOUTH AGENCY, 0.05 MILE
 EZ2250'NORTH OF VAIL AVENUE, 0.8 MILE SOUTH OF THE MAIN STREET OVERPASS OF
 EZ2250'THE SOUTHERN RAILROAD.  0.6 FT. WEST OF OUTSIDE EDGE OF THE WEST CURB
 EZ2250'OF MAIN STREET (US 311), 1.9 FT. EAST OF EAST EDGE OF SIDEWALK, 4.3
 EZ2250'FT. NORTH OF A DRIVEWAY CURB, 16.4 FT. SE OF SE CORNER OF A PARKING
 EZ2250'LOT CURB, 20.5 FT. NE OF A STORM DRAIN, 59.0 FT. SOUTH OF PP WITH
 EZ2250'ALUMINUM REF. TAG, IN FRONT OF MAYBERRYS, AND 44.9 FT. NORTH OF PP
 EZ2250'WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EZ2250'FLUSH WITH THE GROUND.
 EZ2250
 EZ2250                          STATION RECOVERY (1994)
 EZ2250
 EZ2250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ2250'NOT FOUND--DESCRIPTION PLACES MARK BETWEEN CURB AND SIDEWALK WHICH HAS
 EZ2250'BEEN FILLED WITH CONCRETE.
 EZ2250
 EZ2250                          STATION RECOVERY (2004)
 EZ2250
 EZ2250'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ2250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2561 ***********************************************************************
 EB2561  DESIGNATION -  BAR
 EB2561  PID         -  EB2561
 EB2561  STATE/COUNTY-  NC/CUMBERLAND
 EB2561  USGS QUAD   -  HOPE MILLS (1986)
 EB2561
 EB2561                         *CURRENT SURVEY CONTROL
 EB2561  ___________________________________________________________________
 EB2561* NAD 83(2001)-  34 57 25.77843(N)    078 55 20.54341(W)     ADJUSTED  
 EB2561* NAVD 88     -        35.2    (meters)     115.     (feet)  VERTCON   
 EB2561  ___________________________________________________________________
 EB2561  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 EB2561  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EB2561  HORZ ORDER  -  SECOND
 EB2561
 EB2561.The horizontal coordinates were established by classical geodetic methods
 EB2561.and adjusted by the National Geodetic Survey in August 2005.
 EB2561
 EB2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2561
 EB2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2561
 EB2561.The geoid height was determined by GEOID03.
 EB2561
 EB2561;                    North         East     Units Scale Factor Converg.
 EB2561;SPC NC       -   133,913.358   616,690.512   MT  0.99988573   +0 02 41.3
 EB2561;SPC NC       -   439,347.41  2,023,258.79   sFT  0.99988573   +0 02 41.3
 EB2561;UTM  17      - 3,870,263.524   689,700.039   MT  1.00004354   +1 11 26.7
 EB2561
 EB2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2561!SPC NC       -   0.99999974  x   0.99988573  =   0.99988547
 EB2561!UTM  17      -   0.99999974  x   1.00004354  =   1.00004328
 EB2561
 EB2561:                Primary Azimuth Mark                     Grid Az
 EB2561:SPC NC       -  BLACK                                    038 27 20.9
 EB2561:UTM  17      -  BLACK                                    037 18 35.5
 EB2561
 EB2561|---------------------------------------------------------------------|
 EB2561| PID    Reference Object                     Distance      Geod. Az  |
 EB2561|                                                           dddmmss.s |
 EB2561| EB2562 BLACK                               APPROX. 0.6 KM 0383002.2 |
 EB2561|---------------------------------------------------------------------|
 EB2561
 EB2561                          SUPERSEDED SURVEY CONTROL
 EB2561
 EB2561  NAD 83(1986)-  34 57 25.79066(N)    078 55 20.54601(W) AD(       ) 2
 EB2561  NAD 27      -  34 57 25.19863(N)    078 55 21.44715(W) AD(       ) 2
 EB2561  NGVD 29 (07/19/86)   35.4    (m)          116.     (f) VERT ANG    3  
 EB2561
 EB2561.Superseded values are not recommended for survey control.
 EB2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2561.See file dsdata.txt to determine how the superseded data were derived.
 EB2561
 EB2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8970070264(NAD 83)
 EB2561_MARKER: DE = TRAVERSE STATION DISK
 EB2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2561_STAMPING: BAR 1969
 EB2561_MARK LOGO: NCGS  
 EB2561_PROJECTION: FLUSH
 EB2561_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2561+STABILITY: SURFACE MOTION
 EB2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2561+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 EB2561
 EB2561  HISTORY     - Date     Condition        Report By
 EB2561  HISTORY     - 1969     MONUMENTED       NCGS
 EB2561  HISTORY     - 19850101 GOOD             NCGS
 EB2561  HISTORY     - 20020518 GOOD             USPSQD
 EB2561  HISTORY     - 20060510 GOOD             GEOCAC
 EB2561
 EB2561                          STATION DESCRIPTION
 EB2561
 EB2561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2561'BAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2561'VICINITY OF ST. PAULS, NORTH CAROLINA.
 EB2561'
 EB2561'BAR IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF HOPE MILLS AND
 EB2561'7.0 MILES SSW OF FAYETTEVILLE.  TO REACH STATION PROCEED FROM THE
 EB2561'INTERSECTION OF US 301 AND NC 59, GO NORTHEAST ON US 301 FOR 1.0
 EB2561'MILE TO STATION ON RIGHT, IN MODIAN OF US 301 AND SR 2274, ON SOUTH
 EB2561'SIDE OF CROSSOVER TO A BAR-B-Q RESTAURANT, AND 0.5 MILE SOUTH OF
 EB2561'THE END OF SR 2274.
 EB2561'
 EB2561'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAR
 EB2561'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EB2561'INCH BELOW THE SURFACE OF THE GROUND.
 EB2561'
 EB2561'MARK IS
 EB2561'
 EB2561'26.6 FEET SE OF C/L OF US 301 N BOUND LANE.
 EB2561'46.3 FEET NW OF C/L OF SR 2274.
 EB2561'61.8 FEET SE OF ONE WAY SIGN WITH ALUMINUM REF. TAG.
 EB2561'60.3 FEET SW OF STOP SIGN WITH ALUMINUM REF. TAG.
 EB2561'21.8 FEET NW OF YIELD SIGN WITH ALUMINUM REF. TAG.
 EB2561'103.8 FEET W OF PP NO. 1302 WITH ALUMINUM REF. TAG.
 EB2561'128.1 FEET N OF PP NO. 1303 WITH ALUMINUM REF. TAG.
 EB2561'31.5 FEET SW OF CROSSOVER ROAD.
 EB2561
 EB2561                          STATION RECOVERY (1985)
 EB2561
 EB2561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EB2561'CHANGE ONE WAY SIGN REFERENCE TO READ 4.4 FT (1.3 M) SOUTH-SOUTHWEST
 EB2561'OF--ONE WAY--METAL SIGN POST.
 EB2561
 EB2561                          STATION RECOVERY (2002)
 EB2561
 EB2561'RECOVERY NOTE BY US POWER SQUADRON 2002 (MAD)
 EB2561'BBQ RESTARAUNT NO LONGER EXIST.
 EB2561
 EB2561                          STATION RECOVERY (2006)
 EB2561
 EB2561'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 EB2561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0402 ***********************************************************************
 EX0402  DESIGNATION -  BAR
 EX0402  PID         -  EX0402
 EX0402  STATE/COUNTY-  NC/HYDE
 EX0402  USGS QUAD   -  GREEN ISLAND (1983)
 EX0402
 EX0402                         *CURRENT SURVEY CONTROL
 EX0402  ___________________________________________________________________
 EX0402* NAD 83(2001)-  35 10 56.01401(N)    075 51 47.20351(W)     ADJUSTED  
 EX0402* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0402  ___________________________________________________________________
 EX0402  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EX0402  GEOID HEIGHT-         -38.52  (meters)                     GEOID03
 EX0402  HORZ ORDER  -  THIRD
 EX0402
 EX0402.The horizontal coordinates were established by classical geodetic methods
 EX0402.and adjusted by the National Geodetic Survey in August 2005.
 EX0402
 EX0402.The orthometric height was scaled from a topographic map.
 EX0402
 EX0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0402
 EX0402.The geoid height was determined by GEOID03.
 EX0402
 EX0402;                    North         East     Units Scale Factor Converg.
 EX0402;SPC NC       -   163,390.151   895,241.943   MT  0.99987332   +1 48 37.9
 EX0402;SPC NC       -   536,055.85  2,937,139.61   sFT  0.99987332   +1 48 37.9
 EX0402;UTM  18      - 3,893,592.618   421,413.593   MT  0.99967611   -0 29 50.4
 EX0402
 EX0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0402!SPC NC       -   1.00000610  x   0.99987332  =   0.99987942
 EX0402!UTM  18      -   1.00000610  x   0.99967611  =   0.99968221
 EX0402
 EX0402:                Primary Azimuth Mark                     Grid Az
 EX0402:SPC NC       -  LAMB                                     197 15 59.6
 EX0402:UTM  18      -  LAMB                                     199 34 27.9
 EX0402
 EX0402|---------------------------------------------------------------------|
 EX0402| PID    Reference Object                     Distance      Geod. Az  |
 EX0402|                                                           dddmmss.s |
 EX0402| EX0445 LAMB                                APPROX. 4.4 KM 1990437.5 |
 EX0402|---------------------------------------------------------------------|
 EX0402
 EX0402                          SUPERSEDED SURVEY CONTROL
 EX0402
 EX0402  NAD 83(1986)-  35 10 56.02338(N)    075 51 47.21005(W) AD(       ) 3
 EX0402  NAD 27      -  35 10 55.39800(N)    075 51 48.59400(W) AD(       ) 3
 EX0402
 EX0402.Superseded values are not recommended for survey control.
 EX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0402.See file dsdata.txt to determine how the superseded data were derived.
 EX0402
 EX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD2141493593(NAD 83)
 EX0402_MARKER: Z = SEE DESCRIPTION
 EX0402_SETTING: 0 = UNSPECIFIED SETTING
 EX0402_MARK LOGO: CGS   
 EX0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0402
 EX0402  HISTORY     - Date     Condition        Report By
 EX0402  HISTORY     - 1935     MONUMENTED       CGS
 EX0402  HISTORY     - 1947     MARK NOT FOUND   CGS
 EX0402
 EX0402                          STATION DESCRIPTION
 EX0402
 EX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EX0402'THIS STATION IS NEAR OCRACOKE ISLAND ON AN UNNAMED SHOAL ABOUT
 EX0402'1-1/2 MILES OFFSHORE AND ABOUT 7-1/2 MILES NE OF THE SETTLEMENT
 EX0402'OF OCRACOKE.  THE SHOAL HAS ABOUT 1 FOOT OF WATER ON IT AT LOW
 EX0402'TIDE.  THE STATION IS A 2- BY 2-INCH STAKE DRIVEN IN THE SAND IN
 EX0402'THE MIDST OF A PILE OF IRON PIPE AND CLAM SHELLS AND IS OF A
 EX0402'TEMPORARY NATURE.
 EX0402'
 EX0402'HEIGHT OF SIGNAL ABOVE STATION MARK - 3.7 METERS.
 EX0402
 EX0402                          STATION RECOVERY (1947)
 EX0402
 EX0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EX0402'STATION WAS NOT RECOVERED.  PROBABLY HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4369 ***********************************************************************
 DG4369  DESIGNATION -  BAR 4
 DG4369  PID         -  DG4369
 DG4369  STATE/COUNTY-  NC/JACKSON
 DG4369  USGS QUAD   -  SYLVA SOUTH (1990)
 DG4369
 DG4369                         *CURRENT SURVEY CONTROL
 DG4369  ___________________________________________________________________
 DG4369* NAD 83(1986)-  35 18 57.     (N)    083 10 41.     (W)     SCALED    
 DG4369* NAVD 88     -       632.977  (meters)    2076.69   (feet)  ADJUSTED  
 DG4369  ___________________________________________________________________
 DG4369  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DG4369  DYNAMIC HT  -         632.318 (meters)    2074.53  (feet)  COMP
 DG4369  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DG4369
 DG4369  VERT ORDER  -  SECOND    CLASS II
 DG4369
 DG4369.The horizontal coordinates were scaled from a topographic map and have
 DG4369.an estimated accuracy of +/- 6 seconds.
 DG4369
 DG4369.The orthometric height was determined by differential leveling
 DG4369.and adjusted in January 2005.
 DG4369.No vertical observational check was made to the station.
 DG4369
 DG4369.The geoid height was determined by GEOID03.
 DG4369
 DG4369.The dynamic height is computed by dividing the NAVD 88
 DG4369.geopotential number by the normal gravity value computed on the
 DG4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4369.degrees latitude (g = 980.6199 gals.).
 DG4369
 DG4369.The modeled gravity was interpolated from observed gravity values.
 DG4369
 DG4369;                    North         East    Units  Estimated Accuracy
 DG4369;SPC NC       -   181,690.      229,830.      MT  (+/- 180 meters Scaled)
 DG4369
 DG4369                          SUPERSEDED SURVEY CONTROL
 DG4369
 DG4369.No superseded survey control is available for this station.
 DG4369
 DG4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV020102(NAD 83)
 DG4369_MARKER: DD = SURVEY DISK
 DG4369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG4369_SP_SET: BRIDGE ABUTMENT
 DG4369_STAMPING: BAR 4
 DG4369_MARK LOGO: TVA   
 DG4369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4369+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 DG4369
 DG4369  HISTORY     - Date     Condition        Report By
 DG4369  HISTORY     - 1941     MONUMENTED       TVA
 DG4369  HISTORY     - 19980604 GOOD             NCGS
 DG4369
 DG4369                          STATION DESCRIPTION
 DG4369
 DG4369'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 DG4369'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF SYLVA AND 0.3 MI
 DG4369'(0.5 KM) NORTH OF WESTERN CAROLINA UNIVERSITY IN CULLOWHEE.
 DG4369'PROCEED ALONG NC 107 FOR 2.9 MI (4.7 KM) SOUTH FROM US 23 BUSINESS (IN
 DG4369'EAST SYLVA), THENCE EAST FOR 3.0 MI (4.8 KM) ALONG SR 1002 (OLD
 DG4369'CULLOWHEE ROAD), AT THE NORTHEAST CORNER OF THE BRIDGE OVER THE
 DG4369'TUCKASEGEE RIVER AND IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 DG4369'WITH SR 1731 (WAYEHUTTA ROAD).
 DG4369'MARK IS ABOUT LEVEL WITH SR 1002. LOCATED 20.0 FT (6.1 M) EAST OF THE
 DG4369'CENTERLINE OF SR 1002, 24.5 FT (7.5 M) SOUTHWEST OF SR 1731 AND 31.3
 DG4369'FT (9.5 M) NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5257 ***********************************************************************
 EZ5257  DESIGNATION -  BAR B Q
 EZ5257  PID         -  EZ5257
 EZ5257  STATE/COUNTY-  NC/JOHNSTON
 EZ5257  USGS QUAD   -  EDMONDSON (1993)
 EZ5257
 EZ5257                         *CURRENT SURVEY CONTROL
 EZ5257  ___________________________________________________________________
 EZ5257* NAD 83(2001)-  35 32 07.82506(N)    078 34 49.74478(W)     ADJUSTED  
 EZ5257* NAVD 88     -        86.2    (meters)     283.     (feet)  VERTCON   
 EZ5257  ___________________________________________________________________
 EZ5257  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 EZ5257  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EZ5257  HORZ ORDER  -  SECOND
 EZ5257
 EZ5257.The horizontal coordinates were established by classical geodetic methods
 EZ5257.and adjusted by the National Geodetic Survey in August 2005.
 EZ5257
 EZ5257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5257
 EZ5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5257
 EZ5257.The geoid height was determined by GEOID03.
 EZ5257
 EZ5257;                    North         East     Units Scale Factor Converg.
 EZ5257;SPC NC       -   198,147.747   647,642.338   MT  0.99988481   +0 14 31.7
 EZ5257;SPC NC       -   650,089.73  2,124,806.57   sFT  0.99988481   +0 14 31.7
 EZ5257;UTM  17      - 3,935,124.229   719,358.067   MT  1.00019300   +1 24 24.5
 EZ5257
 EZ5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5257!SPC NC       -   0.99999172  x   0.99988481  =   0.99987653
 EZ5257!UTM  17      -   0.99999172  x   1.00019300  =   1.00018472
 EZ5257
 EZ5257:                Primary Azimuth Mark                     Grid Az
 EZ5257:SPC NC       -  TELCABLE                                 164 34 20.1
 EZ5257:UTM  17      -  TELCABLE                                 163 24 27.3
 EZ5257
 EZ5257|---------------------------------------------------------------------|
 EZ5257| PID    Reference Object                     Distance      Geod. Az  |
 EZ5257|                                                           dddmmss.s |
 EZ5257| EZ5256 TELCABLE                            APPROX. 0.7 KM 1644851.8 |
 EZ5257|---------------------------------------------------------------------|
 EZ5257
 EZ5257                          SUPERSEDED SURVEY CONTROL
 EZ5257
 EZ5257  NAD 83(1986)-  35 32 07.83042(N)    078 34 49.75541(W) AD(       ) 2
 EZ5257  NAD 27      -  35 32 07.25824(N)    078 34 50.72350(W) AD(       ) 2
 EZ5257  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG    3  
 EZ5257
 EZ5257.Superseded values are not recommended for survey control.
 EZ5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5257.See file dsdata.txt to determine how the superseded data were derived.
 EZ5257
 EZ5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1935835124(NAD 83)
 EZ5257_MARKER: DE = TRAVERSE STATION DISK
 EZ5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5257_STAMPING: BAR B Q 1976
 EZ5257_MARK LOGO: NCGS  
 EZ5257_PROJECTION: FLUSH
 EZ5257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5257+STABILITY: SURFACE MOTION
 EZ5257
 EZ5257  HISTORY     - Date     Condition        Report By
 EZ5257  HISTORY     - 1976     MONUMENTED       NCGS
 EZ5257  HISTORY     - 19920712 GOOD             NCGS
 EZ5257  HISTORY     - 20071103 MARK NOT FOUND   GEOCAC
 EZ5257
 EZ5257                          STATION DESCRIPTION
 EZ5257
 EZ5257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ5257'BAR-B-Q IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5257'IN THE VICINITY OF BENSON, NORTH CAROLINA.
 EZ5257'
 EZ5257'BAR-B-Q IS LOCATED APPROXIMATELY 10.6 MILES NORTH OF BENSON AND
 EZ5257'12.0 MILES SOUTH OF GARNER (WAKE CO.).  TO REACH STATION FROM
 EZ5257'INTERSECTION OF NC 50 WITH NC 210 AT MC GEE CROSSROADS, PROCEED
 EZ5257'NORTH ALONG NC 50 FOR 1.3 MILES TO STATION ON RIGHT IN SOUTH
 EZ5257'YARD OF STEPHENSONS BAR-B-QUE RESTAURANT AND 0.15 MILE NORTH
 EZ5257'OF SR 1520 AND SR 1543 CROSSROADS.
 EZ5257'
 EZ5257'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5257'BAR-B-Q 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5257'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5257'
 EZ5257'MARK IS 102.3 FT ENE OF C/L OF NC 50
 EZ5257'
 EZ5257'2.2 FT W OF PROLONGATION OF W. FRONT SIDE OF BUILDING
 EZ5257'
 EZ5257'37.6 FT SSE OF SOUTHWEST CORNER OF RESTAURANT
 EZ5257'
 EZ5257'74.5 FT SSW OF SOUTHEAST CORNER OF RESTAURANT
 EZ5257'
 EZ5257'6.6 FT N OF 14 INCH PINE WITH ALUMINUM REF. TAG
 EZ5257'
 EZ5257'54.2 FT W OF 14 INCH PINE WITH ALUMINUM REF. TAG
 EZ5257
 EZ5257                          STATION RECOVERY (1992)
 EZ5257
 EZ5257'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 EZ5257'STATION IS LOCATED APPROXIMATELY 10.6 MI (17.1 KM) NORTH OF BENSON AND
 EZ5257'12.0 MI (19.3 KM) SOUTH OF GARNER. ALONG NC 50 FOR 1.3 MI (2.1 KM)
 EZ5257'NORTH FROM NC 210 (AT MCGEES CROSSROADS), ON THE RIGHT, IN THE SOUTH
 EZ5257'YARD OF STEPHENSONS BAR-B-QUE RESTAURANT OR 0.15 MI (0.24 KM) NORTH OF
 EZ5257'SR 1520 AND SR 1543 CROSSROADS. MARK IS RECESSED 1 INCH BELOW GROUND.
 EZ5257'LOCATED 102.3 FT (31.2 M) EAST-NORTHEAST OF THE C/L OF NC 50, 2.2 FT
 EZ5257'(0.7 M) WEST OF PROLONGATION OF WEST FRONT SIDE OF BUILDING, 37.6 FT
 EZ5257'(11.5 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF RESTAURANT, 74.5
 EZ5257'FT (22.7 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF RESTAURANT--AND
 EZ5257'6.6 FT (2.0 M) NORTH OF A 14-INCH PINE, 54.2 FT (16.5 M) WEST OF A
 EZ5257'14-INCH PINE--BOTH WITH REFERENCE TAGS.
 EZ5257
 EZ5257                          STATION RECOVERY (2007)
 EZ5257
 EZ5257'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5257'NOT FOUND BUT MAY STILL EXIST. THE RESTAURANT HAS BEEN EXPANDED ON THE
 EZ5257'SOUTH SIDE. MEASURED FROM THE PINE TREE AND FROM THE ORIGINAL SW
 EZ5257'CORNER OF THE BUILDING. THE AREA IS COVERED WITH A VEGETATIVE GROUND
 EZ5257'COVER. SEARCHED THIRTY MINUTES WITH A METAL DETECTOR BUT DID NOT FIND
 EZ5257'THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2848 ***********************************************************************
 FX2848  DESIGNATION -  BARB
 FX2848  PID         -  FX2848
 FX2848  STATE/COUNTY-  NC/NORTHAMPTON
 FX2848  USGS QUAD   -  JACKSON (1974)
 FX2848
 FX2848                         *CURRENT SURVEY CONTROL
 FX2848  ___________________________________________________________________
 FX2848* NAD 83(2001)-  36 22 41.78461(N)    077 27 17.31926(W)     ADJUSTED  
 FX2848* NAVD 88     -        25.216  (meters)      82.73   (feet)  ADJUSTED  
 FX2848  ___________________________________________________________________
 FX2848  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FX2848  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 FX2848  DYNAMIC HT  -          25.196 (meters)      82.66  (feet)  COMP
 FX2848  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 FX2848
 FX2848  HORZ ORDER  -  SECOND
 FX2848  VERT ORDER  -  SECOND    CLASS II
 FX2848
 FX2848.The horizontal coordinates were established by classical geodetic methods
 FX2848.and adjusted by the National Geodetic Survey in August 2005.
 FX2848
 FX2848.The orthometric height was determined by differential leveling
 FX2848.and adjusted in June 1991.
 FX2848
 FX2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2848
 FX2848.The geoid height was determined by GEOID03.
 FX2848
 FX2848.The dynamic height is computed by dividing the NAVD 88
 FX2848.geopotential number by the normal gravity value computed on the
 FX2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2848.degrees latitude (g = 980.6199 gals.).
 FX2848
 FX2848.The modeled gravity was interpolated from observed gravity values.
 FX2848
 FX2848;                    North         East     Units Scale Factor Converg.
 FX2848;SPC NC       -   292,654.374   748,256.327   MT  1.00006594   +0 53 30.6
 FX2848;SPC NC       -   960,150.23  2,454,904.30   sFT  1.00006594   +0 53 30.6
 FX2848;UTM  18      - 4,028,704.722   279,795.004   MT  1.00019748   -1 27 23.6
 FX2848
 FX2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2848!SPC NC       -   1.00000145  x   1.00006594  =   1.00006739
 FX2848!UTM  18      -   1.00000145  x   1.00019748  =   1.00019893
 FX2848
 FX2848                          SUPERSEDED SURVEY CONTROL
 FX2848
 FX2848  NAD 83(1993)-  36 22 41.78973(N)    077 27 17.31690(W) AD(       ) 2
 FX2848  NAD 83(1986)-  36 22 41.79079(N)    077 27 17.32508(W) AD(       ) 2
 FX2848  NGVD 29 (01/18/91)   25.55   (m)           83.8    (f) LEVELING    3  
 FX2848
 FX2848.Superseded values are not recommended for survey control.
 FX2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2848.See file dsdata.txt to determine how the superseded data were derived.
 FX2848
 FX2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7979528705(NAD 83)
 FX2848_MARKER: DE = TRAVERSE STATION DISK
 FX2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2848_SP_SET: CONCRETE POST
 FX2848_STAMPING: BARB 1980
 FX2848_MARK LOGO: NCGS  
 FX2848_PROJECTION: RECESSED 10 CENTIMETERS
 FX2848_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2848+STABILITY: SURFACE MOTION
 FX2848
 FX2848  HISTORY     - Date     Condition        Report By
 FX2848  HISTORY     - 1980     MONUMENTED       NCGS
 FX2848  HISTORY     - 1981     GOOD             NCGS
 FX2848  HISTORY     - 1985     GOOD             USPSQD
 FX2848  HISTORY     - 19960330 MARK NOT FOUND   USPSQD
 FX2848
 FX2848                          STATION DESCRIPTION
 FX2848
 FX2848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2848'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-SOUTHWEST OF
 FX2848'JACKSON AND 6.7 MILES SOUTH-SOUTHEAST OF GUMBERRY.
 FX2848'
 FX2848'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON, PROCEED WESTERLY
 FX2848'ALONG US 158 FOR 2.3 MILES TO STATION IN LEFT SHOULDER, APPROXIMATELY
 FX2848'900 FEET NORTHWEST OF THE BRIDGE AT BOONS MILL POND, AND 0.05 MILE
 FX2848'NORTHWEST OF SR 1137 INTERSECTION.
 FX2848'
 FX2848'STATION MARK IS A STANDARD DISK STAMPED---BARB 1980---SET IN TOP OF A
 FX2848'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2848'22.7 FEET SOUTHWEST OF CENTERLINE OF US 158, 47.4 FEET EAST OF
 FX2848'RIGHT-OF-WAY MARKER, 112.8 FEET NORTH-NORTHWEST OF RIGHT-OF-WAY
 FX2848'MARKER AND 64.8 FEET NORTH-NORTHEAST OF 12 INCH TWIN TRUNK GUM AND
 FX2848'64.7 FEET EAST-NORTHEAST OF 12 INCH MAPLE BOTH WITH REFERENCE TAGS.
 FX2848
 FX2848                          STATION RECOVERY (1981)
 FX2848
 FX2848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2848'2.1 MI WSW FROM JACKSON.
 FX2848'FROM THE COURTHOUSE IN JACKSON, 2.3 MILES WESTERLY ALONG US 158
 FX2848'TO STATION IN LEFT SHOULDER, APPROXIMATELY 900 FEET NORTHWEST OF
 FX2848'THE BRIDGE AT BOONS MILL POND AND 0.05 MILE NORTHWEST OF SR 1137,
 FX2848'22.7 FEET SOUTHWEST OF CENTERLINE OF US 158, 47.4 FEET EAST OF
 FX2848'RIGHT OF WAY MARKER, 112.8 FEET NORTH-NORTHWEST OF RIGHT OF WAY
 FX2848'MARKER, 64.8 FEET NORTH-NORTHEAST OF 12 INCH TWIN TRUNK GUM AND
 FX2848'64.7 FEET EAST-NORTHEAST OF 12 INCH MAPLE BOTH WITH REFERENCE
 FX2848'TAGS.
 FX2848
 FX2848                          STATION RECOVERY (1985)
 FX2848
 FX2848'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2848'RECOVERED IN GOOD CONDITION.
 FX2848
 FX2848                          STATION RECOVERY (1996)
 FX2848
 FX2848'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2214 ***********************************************************************
 FA2214  DESIGNATION -  BARB
 FA2214  PID         -  FA2214
 FA2214  STATE/COUNTY-  NC/CABARRUS
 FA2214  USGS QUAD   -  CONCORD (1987)
 FA2214
 FA2214                         *CURRENT SURVEY CONTROL
 FA2214  ___________________________________________________________________
 FA2214* NAD 83(2001)-  35 27 53.85857(N)    080 32 06.74762(W)     ADJUSTED  
 FA2214* NAVD 88     -       219.8    (meters)     721.     (feet)  VERTCON   
 FA2214  ___________________________________________________________________
 FA2214  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FA2214  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FA2214  HORZ ORDER  -  SECOND
 FA2214
 FA2214.The horizontal coordinates were established by classical geodetic methods
 FA2214.and adjusted by the National Geodetic Survey in August 2005.
 FA2214
 FA2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2214
 FA2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2214
 FA2214.The geoid height was determined by GEOID03.
 FA2214
 FA2214;                    North         East     Units Scale Factor Converg.
 FA2214;SPC NC       -   191,318.561   470,274.646   MT  0.99987949   -0 53 09.9
 FA2214;SPC NC       -   627,684.31  1,542,892.73   sFT  0.99987949   -0 53 09.9
 FA2214;UTM  17      - 3,924,706.669   542,171.908   MT  0.99962192   +0 16 10.8
 FA2214
 FA2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2214!SPC NC       -   0.99997032  x   0.99987949  =   0.99984982
 FA2214!UTM  17      -   0.99997032  x   0.99962192  =   0.99959225
 FA2214
 FA2214|---------------------------------------------------------------------|
 FA2214| PID    Reference Object                     Distance      Geod. Az  |
 FA2214|                                                           dddmmss.s |
 FA2214| FA2213 ARCHER                              353.423 METERS 00000     |
 FA2214| FA2260 ZERO                                APPROX. 0.8 KM 2005509.6 |
 FA2214|---------------------------------------------------------------------|
 FA2214
 FA2214                          SUPERSEDED SURVEY CONTROL
 FA2214
 FA2214  NAD 83(1986)-  35 27 53.87082(N)    080 32 06.75328(W) AD(       ) 2
 FA2214  NAD 27      -  35 27 53.36334(N)    080 32 07.51607(W) AD(       ) 2
 FA2214  NGVD 29 (07/19/86)  220.0    (m)          722.     (f) VERT ANG    3  
 FA2214
 FA2214.Superseded values are not recommended for survey control.
 FA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2214.See file dsdata.txt to determine how the superseded data were derived.
 FA2214
 FA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4217224707(NAD 83)
 FA2214_MARKER: DE = TRAVERSE STATION DISK
 FA2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2214_STAMPING: BARB 1963
 FA2214_MARK LOGO: NCGS  
 FA2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2214+STABILITY: SURFACE MOTION
 FA2214
 FA2214  HISTORY     - Date     Condition        Report By
 FA2214  HISTORY     - 1963     MONUMENTED       NCGS
 FA2214  HISTORY     - 19981109 GOOD             USPSQD
 FA2214
 FA2214                          STATION DESCRIPTION
 FA2214
 FA2214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2214'BARB IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2214'NORTH CAROLINA.  STATION IS 4.4 MILES NE OF CONCORD, 0.9 MILES
 FA2214'NE OF INTERSECTION OF SR 2402 AND SR 2001, 2.1 MILES SW OF
 FA2214'INTERSECTION OF SR 2400 AND SR 2402 AND ON E SIDE OF SR 2402.
 FA2214'
 FA2214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2214'BARB 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2214'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2214'
 FA2214'MARK IS
 FA2214'
 FA2214'36.1 FT E OF C/L OF SR 2402
 FA2214'
 FA2214'87.0 FT SW OF SW CORNER OF ONE STORY FRAME HOUSE
 FA2214'
 FA2214'8.1 FT W OF TP 25
 FA2214'
 FA2214'6.3 FT SE OF CORNER FENCE POST
 FA2214'
 FA2214'21.0 FT S OF C/L OF DRIVE
 FA2214'
 FA2214'4.3 FT W OF PP LEADING TO HOUSE
 FA2214'
 FA2214'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2214
 FA2214                          STATION RECOVERY (1998)
 FA2214
 FA2214'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5728 ***********************************************************************
 EZ5728  DESIGNATION -  BARB
 EZ5728  PID         -  EZ5728
 EZ5728  STATE/COUNTY-  NC/RICHMOND
 EZ5728  USGS QUAD   -  HOFFMAN (1982)
 EZ5728
 EZ5728                         *CURRENT SURVEY CONTROL
 EZ5728  ___________________________________________________________________
 EZ5728* NAD 83(2001)-  35 01 37.11097(N)    079 33 44.93467(W)     ADJUSTED  
 EZ5728* NAVD 88     -       131.438  (meters)     431.23   (feet)  ADJUSTED  
 EZ5728  ___________________________________________________________________
 EZ5728  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 EZ5728  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ5728  DYNAMIC HT  -         131.316 (meters)     430.83  (feet)  COMP
 EZ5728  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 EZ5728
 EZ5728  HORZ ORDER  -  SECOND
 EZ5728  VERT ORDER  -  SECOND    CLASS II
 EZ5728
 EZ5728.The horizontal coordinates were established by classical geodetic methods
 EZ5728.and adjusted by the National Geodetic Survey in August 2005.
 EZ5728
 EZ5728.The orthometric height was determined by differential leveling
 EZ5728.and adjusted in August 2000.
 EZ5728
 EZ5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5728
 EZ5728.The geoid height was determined by GEOID03.
 EZ5728
 EZ5728.The dynamic height is computed by dividing the NAVD 88
 EZ5728.geopotential number by the normal gravity value computed on the
 EZ5728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5728.degrees latitude (g = 980.6199 gals.).
 EZ5728
 EZ5728.The modeled gravity was interpolated from observed gravity values.
 EZ5728
 EZ5728;                    North         East     Units Scale Factor Converg.
 EZ5728;SPC NC       -   141,800.347   558,276.560   MT  0.99988025   -0 19 28.7
 EZ5728;SPC NC       -   465,223.31  1,831,612.35   sFT  0.99988025   -0 19 28.7
 EZ5728;UTM  17      - 3,876,978.858   631,137.580   MT  0.99981195   +0 49 30.7
 EZ5728
 EZ5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5728!SPC NC       -   0.99998434  x   0.99988025  =   0.99986459
 EZ5728!UTM  17      -   0.99998434  x   0.99981195  =   0.99979629
 EZ5728
 EZ5728                          SUPERSEDED SURVEY CONTROL
 EZ5728
 EZ5728  NAD 83(1986)-  35 01 37.10986(N)    079 33 44.94268(W) AD(       ) 2
 EZ5728  NGVD 29 (03/28/90)  131.7    (m)          432.     (f) VERT ANG    3  
 EZ5728
 EZ5728.Superseded values are not recommended for survey control.
 EZ5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5728.See file dsdata.txt to determine how the superseded data were derived.
 EZ5728
 EZ5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3113876979(NAD 83)
 EZ5728_MARKER: DE = TRAVERSE STATION DISK
 EZ5728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5728_STAMPING: BARB 1977
 EZ5728_MARK LOGO: NCGS  
 EZ5728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5728+STABILITY: SURFACE MOTION
 EZ5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5728+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 EZ5728
 EZ5728  HISTORY     - Date     Condition        Report By
 EZ5728  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5728  HISTORY     - 1985     GOOD             USPSQD
 EZ5728  HISTORY     - 19930927 GOOD             NCGS
 EZ5728  HISTORY     - 19960405 GOOD             USPSQD
 EZ5728  HISTORY     - 19980323 GOOD             NCGS
 EZ5728
 EZ5728                          STATION DESCRIPTION
 EZ5728
 EZ5728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5728'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF HOFFMAN.
 EZ5728'
 EZ5728'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED
 EZ5728'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING
 EZ5728'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 ON
 EZ5728'RIGHT, ALONG SR 1003 FOR 0.05 MILE AND STATION IN LEFT SHOULDER OF SR
 EZ5728'1003 APPROXIMATELY 200 FEET NORTHWEST OF THE INTERSECTION.
 EZ5728'
 EZ5728'STATION MARK IS A STANDARD DISK STAMPED---BARB 1977---, SET IN THE
 EZ5728'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND
 EZ5728'SURFACE.  THE MARK IS 12.5 FEET SOUTHWEST OF THE CENTERLINE OF SR
 EZ5728'1003, 141.9 FEET NORTH-NORTHEAST OF THE CENTERLINE OF SR 1475, 54.7
 EZ5728'FEET WEST-SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG, 57.3 FEET
 EZ5728'SOUTH OF A 10 INCH PINE WITH REFERENCE TAG AND 143.3 FEET
 EZ5728'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL.
 EZ5728
 EZ5728                          STATION RECOVERY (1985)
 EZ5728
 EZ5728'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ5728'RECOVERED IN GOOD CONDITION.
 EZ5728
 EZ5728                          STATION RECOVERY (1993)
 EZ5728
 EZ5728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ5728'RECOVERED AS DESCRIBED.
 EZ5728
 EZ5728                          STATION RECOVERY (1996)
 EZ5728
 EZ5728'RECOVERY NOTE BY US POWER SQUADRON 1996
 EZ5728'RECOVERED IN GOOD CONDITION.
 EZ5728
 EZ5728                          STATION RECOVERY (1998)
 EZ5728
 EZ5728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ5728'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS
 EZ5728'LOCATED 54.7 FT (16.7 M) WEST-SOUTHWEST OF A 20-INCH PINE, 57.3 FT
 EZ5728'(17.5 M) SOUTH OF A 18-INCH PINE, AND 125.3 FT (38.2 M) NORTH OF A
 EZ5728'POWER POLE, ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2979 ***********************************************************************
 AB2979  DESIGNATION -  BARB
 AB2979  PID         -  AB2979
 AB2979  STATE/COUNTY-  NC/DURHAM
 AB2979  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2979
 AB2979                         *CURRENT SURVEY CONTROL
 AB2979  ___________________________________________________________________
 AB2979* NAD 83(2001)-  35 54 32.73855(N)    078 54 59.50594(W)     ADJUSTED  
 AB2979* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 AB2979  ___________________________________________________________________
 AB2979  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 AB2979  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 AB2979  HORZ ORDER  -  SECOND
 AB2979
 AB2979.The horizontal coordinates were established by classical geodetic methods
 AB2979.and adjusted by the National Geodetic Survey in August 2005.
 AB2979
 AB2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2979
 AB2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2979
 AB2979.The geoid height was determined by GEOID03.
 AB2979
 AB2979;                    North         East     Units Scale Factor Converg.
 AB2979;SPC NC       -   239,517.650   617,135.397   MT  0.99993829   +0 02 53.4
 AB2979;SPC NC       -   785,817.49  2,024,718.38   sFT  0.99993829   +0 02 53.4
 AB2979;UTM  17      - 3,975,871.071   688,006.563   MT  1.00003556   +1 13 20.3
 AB2979
 AB2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2979!SPC NC       -   0.99998768  x   0.99993829  =   0.99992597
 AB2979!UTM  17      -   0.99998768  x   1.00003556  =   1.00002324
 AB2979
 AB2979                          SUPERSEDED SURVEY CONTROL
 AB2979
 AB2979  NAD 83(1986)-  35 54 32.74518(N)    078 54 59.51448(W) AD(       ) 2
 AB2979  NGVD 29 (04/29/96)  110.2    (m)          362.     (f) VERT ANG    3  
 AB2979
 AB2979.Superseded values are not recommended for survey control.
 AB2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2979.See file dsdata.txt to determine how the superseded data were derived.
 AB2979
 AB2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8800775871(NAD 83)
 AB2979_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2979_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2979_SP_SET: DRILL HOLE IN BRIDGE FLOOR
 AB2979_STAMPING: BARB 1988
 AB2979_MARK LOGO: NCGS  
 AB2979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2979+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 AB2979
 AB2979  HISTORY     - Date     Condition        Report By
 AB2979  HISTORY     - 1988     MONUMENTED       NCGS
 AB2979  HISTORY     - 20060402 GOOD             GEOCAC
 AB2979
 AB2979                          STATION DESCRIPTION
 AB2979
 AB2979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2979'STATION IS LOCATED ABOUT 9.5 KM (5.9 MI) SOUTH OF DURHAM COUNTY
 AB2979'COURTHOUSE. PROCEED ALONG NC 54 FOR 1.9 KM (1.2 MI) WEST FROM NC 55 TO
 AB2979'SR 1106 (BARBEE RD), THENCE 0.4 KM (0.2 MI) NORTH ALONG SR 1106 TO
 AB2979'I-40 UNDERPASS BRIDGE, IN NORTHWEST CORNER OF BRIDGE FLOOR. MARK IS
 AB2979'LEVEL WITH ROAD.  LOCATED 3.7 M (12.1 FT) WEST-SOUTHWEST OF THE
 AB2979'CENTERLINE OF ROAD, 0.8 M (2.6 FT) EAST-NORTHEAST OF WEST BRIDGE RAIL,
 AB2979'3.4 M (11.2 FT) SOUTHEAST OF NORTHWEST END OF BRIDGE RAIL, 4.6 M (15.1
 AB2979'FT) SOUTH-SOUTHEAST OF METAL DRAIN, AND 8.0 M (26.2 FT) SOUTHWEST OF
 AB2979'METAL DRAIN.
 AB2979
 AB2979                          STATION RECOVERY (2006)
 AB2979
 AB2979'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AB2979'RECOVERED AS DESCRIBED.
 AB2979'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8393 ***********************************************************************
 AE8393  DESIGNATION -  BARB
 AE8393  PID         -  AE8393
 AE8393  STATE/COUNTY-  NC/STANLY
 AE8393  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8393
 AE8393                         *CURRENT SURVEY CONTROL
 AE8393  ___________________________________________________________________
 AE8393* NAD 83(2001)-  35 12 16.48484(N)    080 06 04.42025(W)     ADJUSTED  
 AE8393* NAVD 88     -       104.8    (meters)     344.     (feet)  VERTCON   
 AE8393  ___________________________________________________________________
 AE8393  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AE8393  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AE8393  HORZ ORDER  -  SECOND
 AE8393
 AE8393.The horizontal coordinates were established by classical geodetic methods
 AE8393.and adjusted by the National Geodetic Survey in August 2005.
 AE8393
 AE8393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8393
 AE8393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8393
 AE8393.The geoid height was determined by GEOID03.
 AE8393
 AE8393;                    North         East     Units Scale Factor Converg.
 AE8393;SPC NC       -   161,912.472   509,337.792   MT  0.99987293   -0 38 08.1
 AE8393;SPC NC       -   531,207.84  1,671,052.41   sFT  0.99987293   -0 38 08.1
 AE8393;UTM  17      - 3,896,100.431   581,810.932   MT  0.99968248   +0 31 05.4
 AE8393
 AE8393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8393!SPC NC       -   0.99998834  x   0.99987293  =   0.99986127
 AE8393!UTM  17      -   0.99998834  x   0.99968248  =   0.99967083
 AE8393
 AE8393                          SUPERSEDED SURVEY CONTROL
 AE8393
 AE8393  NAD 83(1986)-  35 12 16.49666(N)    080 06 04.43215(W) AD(       ) 2
 AE8393  NGVD 29 (04/08/98)  105.0    (m)          344.     (f) VERT ANG    3  
 AE8393
 AE8393.Superseded values are not recommended for survey control.
 AE8393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8393.See file dsdata.txt to determine how the superseded data were derived.
 AE8393
 AE8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8181196100(NAD 83)
 AE8393_MARKER: DE = TRAVERSE STATION DISK
 AE8393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8393_STAMPING: BARB 1983
 AE8393_MARK LOGO: NCGS  
 AE8393_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8393+STABILITY: SURFACE MOTION
 AE8393
 AE8393  HISTORY     - Date     Condition        Report By
 AE8393  HISTORY     - 1983     MONUMENTED       NCGS
 AE8393
 AE8393                          STATION DESCRIPTION
 AE8393
 AE8393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8393'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTH-SOUTHEAST OF NORWOOD
 AE8393'AND ABOUT 9.0 KM (5.60 MI) WEST OF MT. GILEAD.$ALONG NC 731 FOR 1.1 KM
 AE8393'(0.70 MI) EAST FROM NC 52, ON THE NORTH SIDE OF THE HIGHWAY NEAR A
 AE8393'FENCE LINE, OR 0.3 KM (0.20 MI) WEST OF SR 1766.$MARK IS RECESSED 1
 AE8393'INCH BELOW GROUND AND IS LEVEL WITH THE HIGHWAY. LOCATED 21.1 M (69.2
 AE8393'FT) NORTH OF THE CENTERLINE OF NC 731--AND 1.8 M (5.9 FT) SOUTH OF A
 AE8393'FENCE POST, 9.4 M (30.8 FT) WEST-SOUTHWEST OF A FENCE POST, 38.9 M
 AE8393'(127.6 FT) EAST-NORTHEAST OF A WOODEN SIGN POST, 35.5 M (116.5 FT)
 AE8393'NORTHWEST OF WOODEN SIGN POST--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2255 ***********************************************************************
 AI2255  DESIGNATION -  BARB
 AI2255  PID         -  AI2255
 AI2255  STATE/COUNTY-  NC/GUILFORD
 AI2255  USGS QUAD   -  KIMESVILLE (1982)
 AI2255
 AI2255                         *CURRENT SURVEY CONTROL
 AI2255  ___________________________________________________________________
 AI2255* NAD 83(2007)-  35 54 46.27767(N)    079 33 52.04497(W)     ADJUSTED  
 AI2255* NAVD 88     -       208.9    (meters)     685.     (feet)  GPS OBS   
 AI2255  ___________________________________________________________________
 AI2255  EPOCH DATE  -        2002.00
 AI2255  X           -     936,768.137 (meters)                     COMP
 AI2255  Y           -  -5,086,275.521 (meters)                     COMP
 AI2255  Z           -   3,720,469.378 (meters)                     COMP
 AI2255  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI2255  ELLIP HEIGHT-         178.637 (meters)          (02/10/07) ADJUSTED
 AI2255  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AI2255
 AI2255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2255  Type    PID    Designation                      North   East  Ellip
 AI2255  -------------------------------------------------------------------
 AI2255  NETWORK AI2255 BARB                              2.00   1.69   3.14
 AI2255  -------------------------------------------------------------------
 AI2255
 AI2255.The horizontal coordinates were established by GPS observations
 AI2255.and adjusted by the National Geodetic Survey in February 2007.
 AI2255
 AI2255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2255.The horizontal coordinates are valid at the epoch date displayed above.
 AI2255.The epoch date for horizontal control is a decimal equivalence
 AI2255.of Year/Month/Day.
 AI2255
 AI2255.The orthometric height was determined by GPS observations and a
 AI2255.high-resolution geoid model.
 AI2255
 AI2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2255
 AI2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2255
 AI2255.The ellipsoidal height was determined by GPS observations
 AI2255.and is referenced to NAD 83.
 AI2255
 AI2255.The geoid height was determined by GEOID03.
 AI2255
 AI2255;                    North         East     Units Scale Factor Converg.
 AI2255;SPC NC       -   240,076.594   558,655.148   MT  0.99993904   -0 19 32.8
 AI2255;SPC NC       -   787,651.29  1,832,854.43   sFT  0.99993904   -0 19 32.8
 AI2255;UTM  17      - 3,975,234.757   629,528.544   MT  0.99980674   +0 50 31.7
 AI2255
 AI2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2255!SPC NC       -   0.99997196  x   0.99993904  =   0.99991101
 AI2255!UTM  17      -   0.99997196  x   0.99980674  =   0.99977871
 AI2255
 AI2255|---------------------------------------------------------------------|
 AI2255| PID    Reference Object                     Distance      Geod. Az  |
 AI2255|                                                           dddmmss.s |
 AI2255| AI2254 SMITHVILLE                          362.620 METERS 09924     |
 AI2255|---------------------------------------------------------------------|
 AI2255
 AI2255                          SUPERSEDED SURVEY CONTROL
 AI2255
 AI2255  NAD 83(2001)-  35 54 46.27768(N)    079 33 52.04494(W) AD(       ) 1
 AI2255  ELLIP H (03/13/03)  178.645  (m)                       GP(       ) 4 2
 AI2255  NAD 83(1986)-  35 54 46.28325(N)    079 33 52.05105(W) AD(       ) 1
 AI2255
 AI2255.Superseded values are not recommended for survey control.
 AI2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2255.See file dsdata.txt to determine how the superseded data were derived.
 AI2255
 AI2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2952975235(NAD 83)
 AI2255_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2255_STAMPING: BARB 1991
 AI2255_MARK LOGO: NCGS  
 AI2255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2255+STABILITY: SURFACE MOTION
 AI2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2255+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2255
 AI2255  HISTORY     - Date     Condition        Report By
 AI2255  HISTORY     - 1991     MONUMENTED       NCGS
 AI2255
 AI2255                          STATION DESCRIPTION
 AI2255
 AI2255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2255'STATION IS LOCATED ABOUT 16.8 MI (27.0 KM) SOUTHEAST OF GREENSBORO,
 AI2255'AND 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF KIMESVILLE. ALONG SR 3351
 AI2255'(SMITHWOOD ROAD) FOR 3.85 MI (6.20 KM) EAST FROM NC 62, OR 0.2 MI (0.3
 AI2255'KM) WEST OF SR 3346 (KIMESVILLE ROAD) AND SMITHWOOD UNITED CHURCH OF
 AI2255'CHRIST. MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN ROAD AND FLUSH WITH
 AI2255'THE GROUND. LOCATED 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF ROAD,
 AI2255'3.6 FT (1.1 M) SOUTH OF THE WIRE FENCE--AND 7.3 FT (2.2 M)
 AI2255'WEST-SOUTHWEST OF A FENCE POST, 16.8 FT (5.1 M) SOUTH OF A POWER POLE,
 AI2255'94.7 FT (28.9 M) NORTHEAST OF AND ACROSS ROAD FROM A 16-INCH OAK--ALL
 AI2255'THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4661 ***********************************************************************
 DG4661  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4661  DESIGNATION -  BARB
 DG4661  PID         -  DG4661
 DG4661  STATE/COUNTY-  NC/BUNCOMBE
 DG4661  USGS QUAD   -  SKYLAND (1991)
 DG4661
 DG4661                         *CURRENT SURVEY CONTROL
 DG4661  ___________________________________________________________________
 DG4661* NAD 83(2007)-  35 27 37.61821(N)    082 33 57.66117(W)     ADJUSTED  
 DG4661* NAVD 88     -       659.30   (meters)    2163.1    (feet)  GPS OBS   
 DG4661  ___________________________________________________________________
 DG4661  EPOCH DATE  -        2002.00
 DG4661  X           -     672,985.796 (meters)                     COMP
 DG4661  Y           -  -5,157,750.358 (meters)                     COMP
 DG4661  Z           -   3,679,959.817 (meters)                     COMP
 DG4661  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 DG4661  ELLIP HEIGHT-         629.401 (meters)          (02/10/07) ADJUSTED
 DG4661  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DG4661
 DG4661  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4661  Type    PID    Designation                      North   East  Ellip
 DG4661  -------------------------------------------------------------------
 DG4661  NETWORK DG4661 BARB                              0.43   0.35   0.74
 DG4661  -------------------------------------------------------------------
 DG4661
 DG4661.The horizontal coordinates were established by GPS observations
 DG4661.and adjusted by the National Geodetic Survey in February 2007.
 DG4661
 DG4661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4661.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4661.The horizontal coordinates are valid at the epoch date displayed above.
 DG4661.The epoch date for horizontal control is a decimal equivalence
 DG4661.of Year/Month/Day.
 DG4661
 DG4661.The orthometric height was determined by GPS observations and a
 DG4661.high-resolution geoid model.
 DG4661.The orthometric height was determined by GPS observations and a
 DG4661.high-resolution geoid model using precise GPS observation and
 DG4661.processing techniques.
 DG4661
 DG4661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4661
 DG4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4661
 DG4661.The ellipsoidal height was determined by GPS observations
 DG4661.and is referenced to NAD 83.
 DG4661
 DG4661.The geoid height was determined by GEOID03.
 DG4661
 DG4661;                    North         East     Units Scale Factor Converg.
 DG4661;SPC NC       -   195,553.470   286,008.858   MT  0.99987920   -2 03 29.5
 DG4661;SPC NC       -   641,578.34    938,347.39   sFT  0.99987920   -2 03 29.5
 DG4661;UTM  17      - 3,925,233.896   357,897.645   MT  0.99984885   -0 54 31.2
 DG4661
 DG4661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4661!SPC NC       -   0.99990122  x   0.99987920  =   0.99978043
 DG4661!UTM  17      -   0.99990122  x   0.99984885  =   0.99975008
 DG4661
 DG4661                          SUPERSEDED SURVEY CONTROL
 DG4661
 DG4661  ELLIP H (01/25/05)  629.434  (m)                       GP(       ) 4 1
 DG4661  NAD 83(1986)-  35 27 37.62475(N)    082 33 57.66049(W) AD(       ) 1
 DG4661  NAD 83(2001)-  35 27 37.61844(N)    082 33 57.66148(W) AD(       ) 1
 DG4661  ELLIP H (03/08/04)  629.406  (m)                       GP(       ) 4 1
 DG4661
 DG4661.Superseded values are not recommended for survey control.
 DG4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4661.See file dsdata.txt to determine how the superseded data were derived.
 DG4661
 DG4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5789825234(NAD 83)
 DG4661_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4661_STAMPING: BARB 2003
 DG4661_MARK LOGO: NGS   
 DG4661_PROJECTION: RECESSED 10 CENTIMETERS
 DG4661_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4661+STABILITY: SURFACE MOTION
 DG4661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4661+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DG4661
 DG4661  HISTORY     - Date     Condition        Report By
 DG4661  HISTORY     - 20030716 MONUMENTED       MCKIM
 DG4661  HISTORY     - 20040815 GOOD             GEOMET
 DG4661  HISTORY     - 20060316 GOOD             USPSQD
 DG4661
 DG4661                          STATION DESCRIPTION
 DG4661
 DG4661'DESCRIBED BY MCKIM AND CREED 2003 (JLS)
 DG4661'STATION IS ABOUT 8.2 KM (5.1 MILES) NORTH OF MILLS RIVER (AIR LINE),
 DG4661'ABOUT 3.6 KM (2.2 MILES)
 DG4661'NORTHWEST OF ASHEVILLE REGIONAL AIRPORT, AND ABOUT 1.6 KM (1.0 MILES)
 DG4661'SOUTHEAST OF AVERY
 DG4661'CREEK.
 DG4661'
 DG4661'TO REACH THE STATION FROM THE INTERSECTION OF SR 3486 (GLENN BRIDGE
 DG4661'ROAD), SR 3573
 DG4661'(SOUTHWICKE DRIVE), AND SR 191 (BREVARD ROAD), GO SOUTHEAST ON SR 3486
 DG4661'(GLENN BRIDGE
 DG4661'ROAD) FOR 1.28 KM (0.8 MILES) TO INTERSECTION WITH SR 3498 (LEDBETTER
 DG4661'ROAD). TURN RIGHT ON
 DG4661'SR 3498 (LEDBETTER ROAD) AND GO SOUTHWEST FOR 51 METERS (170 FEET) TO
 DG4661'STATION ON RIGHT.
 DG4661'
 DG4661'THE STATION IS 52.03 METERS (170.7 FEET) SOUTHWEST (200 DEGREES
 DG4661'MAGNETIC) FROM THE
 DG4661'CENTERLINE OF THE INTERSECTION OF SR 3498 (LEDBETTER ROAD) AND SR 3486
 DG4661'(GLENN BRIDGE
 DG4661'ROAD), 3.54 METERS (11.6 FEET) SOUTHEAST (150 DEGREES MAGNETIC) OF A
 DG4661'FENCE POST WITH A
 DG4661'NORTH CAROLINA GEODETIC SURVEY TAG, AND 1.34 METERS (4.4 FEET)
 DG4661'NORTHWEST (300 DEGREES
 DG4661'MAGNETIC) OF THE NORTH EDGE OF PAVEMENT OF SR 3498 (LEDBETTER ROAD).
 DG4661'MARK IS A NATIONAL
 DG4661'GEODETIC SURVEY DISK SET IN CONCRETE. MARK IS RECESSED 10 CENTIMETERS
 DG4661'(4 INCHES).
 DG4661
 DG4661                          STATION RECOVERY (2004)
 DG4661
 DG4661'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 DG4661'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL REFERENCE TIES.
 DG4661' 
 DG4661'THE STATION IS 41.3 METERS (135.4 FEET) SOUTHWEST FROM THE NCGS
 DG4661'MONUMENT GLENBETTER  (PID AA5608), 39.3 METERS (129.0 FEET) SOUTHWEST
 DG4661'FROM UTILITY POLE NUMBER CL24CC, 36.6  METERS (120.0 FEET) SOUTHWEST
 DG4661'FROM A SANITARY SEWER MANHOLE. AND 33.8 METERS (111.0  FEET)
 DG4661'NORTHEAST FROM A LARGE METAL CULVERT PIPE UNDER LEDBETTER ROAD.
 DG4661'(THERE IS  CONSTRUCTION IN THE AREA WITH THE ADDITION OF A SEWER LINE
 DG4661'AND THE REMOVAL OF A FENCE.)
 DG4661
 DG4661                          STATION RECOVERY (2006)
 DG4661
 DG4661'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG4661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2899 ***********************************************************************
 FA2899  DESIGNATION -  BARB WIRE
 FA2899  PID         -  FA2899
 FA2899  STATE/COUNTY-  NC/CATAWBA
 FA2899  USGS QUAD   -  CATAWBA (1970)
 FA2899
 FA2899                         *CURRENT SURVEY CONTROL
 FA2899  ___________________________________________________________________
 FA2899* NAD 83(2001)-  35 44 01.31330(N)    081 06 16.43459(W)     ADJUSTED  
 FA2899* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 FA2899  ___________________________________________________________________
 FA2899  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FA2899  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FA2899  HORZ ORDER  -  SECOND
 FA2899
 FA2899.The horizontal coordinates were established by classical geodetic methods
 FA2899.and adjusted by the National Geodetic Survey in August 2005.
 FA2899
 FA2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2899
 FA2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2899
 FA2899.The geoid height was determined by GEOID03.
 FA2899
 FA2899;                    North         East     Units Scale Factor Converg.
 FA2899;SPC NC       -   222,072.743   419,241.758   MT  0.99990788   -1 12 52.9
 FA2899;SPC NC       -   728,583.66  1,375,462.33   sFT  0.99990788   -1 12 52.9
 FA2899;UTM  17      - 3,954,417.380   490,544.206   MT  0.99960110   -0 03 39.8
 FA2899
 FA2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2899!SPC NC       -   0.99996218  x   0.99990788  =   0.99987007
 FA2899!UTM  17      -   0.99996218  x   0.99960110  =   0.99956330
 FA2899
 FA2899:                Primary Azimuth Mark                     Grid Az
 FA2899:SPC NC       -  SHOT                                     247 50 28.2
 FA2899:UTM  17      -  SHOT                                     246 41 15.1
 FA2899
 FA2899|---------------------------------------------------------------------|
 FA2899| PID    Reference Object                     Distance      Geod. Az  |
 FA2899|                                                           dddmmss.s |
 FA2899| FA2900 SHOT                                APPROX. 1.3 KM 2463735.3 |
 FA2899|---------------------------------------------------------------------|
 FA2899
 FA2899                          SUPERSEDED SURVEY CONTROL
 FA2899
 FA2899  NAD 83(1986)-  35 44 01.32038(N)    081 06 16.44144(W) AD(       ) 2
 FA2899  NAD 27      -  35 44 00.84400(N)    081 06 17.15495(W) AD(       ) 2
 FA2899  NGVD 29 (07/19/86)  273.2    (m)          896.     (f) VERT ANG    3  
 FA2899
 FA2899.Superseded values are not recommended for survey control.
 FA2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2899.See file dsdata.txt to determine how the superseded data were derived.
 FA2899
 FA2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9054454417(NAD 83)
 FA2899_MARKER: DE = TRAVERSE STATION DISK
 FA2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2899_STAMPING: BARB WIRE 1974
 FA2899_MARK LOGO: NCGS  
 FA2899_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2899+STABILITY: SURFACE MOTION
 FA2899
 FA2899  HISTORY     - Date     Condition        Report By
 FA2899  HISTORY     - 1974     MONUMENTED       NCGS
 FA2899  HISTORY     - 19980126 SEE DESCRIPTION  NCGS
 FA2899  HISTORY     - 20020321 MARK NOT FOUND   USPSQD
 FA2899
 FA2899                          STATION DESCRIPTION
 FA2899
 FA2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2899'BARB WIRE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2899'THE VICINITY OF CATAWBA, NORTH CAROLINA.
 FA2899'
 FA2899'BARB WIRE IS LOCATED APPROXIMATELY 2.6 MILES NORTHWEST OF CATAWBA
 FA2899'AND 2.7 MILES NORTHEAST OF CLAREMONT.  TO REACH STATION FROM THE
 FA2899'CENTER OF THE I-40 BRIDGE OVER THE CATAWBA RIVER, PROCEED WSW ALONG
 FA2899'I-40 FOR 1.8 MILES TO STATION ON RIGHT, NEAR END OF BARBED WIRE
 FA2899'FENCE, AND 0.75 MILE WSW OF SR 1717 (OXFORD SCHOOL RD.) OVERPASS.
 FA2899'
 FA2899'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARB
 FA2899'WIRE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA2899'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2899'
 FA2899'MARK IS 58.6 FT NNW OF C/L OF I-40 W BOUND LANE
 FA2899'
 FA2899'3.4 FT E OF FENCE POST 2ND FROM SOUTHERNMOST END OF BARBED WIRE
 FA2899'FENCE AND WITH ALUMINUM REF. TAG
 FA2899'
 FA2899'8.5 FT NE OF 1ST FENCE POST AT SOUTHERNMOST END OF BARBED WIRE FENCE
 FA2899'WITH ALUMINUM REF. TAG
 FA2899'
 FA2899'56.5 FT SSW OF CORNER POST WHERE FENCE TURNS EASTERLY AND WITH
 FA2899'ALUMINUM REF. TAG
 FA2899
 FA2899                          STATION RECOVERY (1998)
 FA2899
 FA2899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FA2899'STATION NOT FOUND.  INSUFFICIENT REFERENCES REMAIN TO LOCATE MARK,
 FA2899'EXISTING RIGHT-OF-WAY FENCE APPROXIMATELY 30-FT FURTHER NORTH FROM
 FA2899'REFERENCE DISTANCE TO OLD BARB WIRE FENCE.
 FA2899
 FA2899                          STATION RECOVERY (2002)
 FA2899
 FA2899'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA2899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0614 ***********************************************************************
 EA0614  DESIGNATION -  BARBARA
 EA0614  PID         -  EA0614
 EA0614  STATE/COUNTY-  NC/NEW HANOVER
 EA0614  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0614
 EA0614                         *CURRENT SURVEY CONTROL
 EA0614  ___________________________________________________________________
 EA0614* NAD 83(2001)-  34 12 31.03043(N)    077 51 19.96754(W)     ADJUSTED  
 EA0614* NAVD 88     -         6.942  (meters)      22.78   (feet)  ADJUSTED  
 EA0614  ___________________________________________________________________
 EA0614  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 EA0614  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA0614  DYNAMIC HT  -           6.935 (meters)      22.75  (feet)  COMP
 EA0614  MODELED GRAV-     979,635.9   (mgal)                       NAVD 88
 EA0614
 EA0614  HORZ ORDER  -  SECOND
 EA0614  VERT ORDER  -  SECOND    CLASS 0
 EA0614
 EA0614.The horizontal coordinates were established by classical geodetic methods
 EA0614.and adjusted by the National Geodetic Survey in August 2005.
 EA0614
 EA0614.The orthometric height was determined by differential leveling
 EA0614.and adjusted in June 1991.
 EA0614
 EA0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0614
 EA0614.The geoid height was determined by GEOID03.
 EA0614
 EA0614.The dynamic height is computed by dividing the NAVD 88
 EA0614.geopotential number by the normal gravity value computed on the
 EA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0614.degrees latitude (g = 980.6199 gals.).
 EA0614
 EA0614.The modeled gravity was interpolated from observed gravity values.
 EA0614
 EA0614;                    North         East     Units Scale Factor Converg.
 EA0614;SPC NC       -    51,485.068   715,073.688   MT  1.00003687   +0 39 38.0
 EA0614;SPC NC       -   168,913.93  2,346,037.59   sFT  1.00003687   +0 39 38.0
 EA0614;UTM  18      - 3,788,975.475   236,902.492   MT  1.00045335   -1 36 22.8
 EA0614
 EA0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0614!SPC NC       -   1.00000474  x   1.00003687  =   1.00004161
 EA0614!UTM  18      -   1.00000474  x   1.00045335  =   1.00045809
 EA0614
 EA0614:                Primary Azimuth Mark                     Grid Az
 EA0614:SPC NC       -  TERRY                                    085 28 37.6
 EA0614:UTM  18      -  TERRY                                    087 44 38.4
 EA0614
 EA0614|---------------------------------------------------------------------|
 EA0614| PID    Reference Object                     Distance      Geod. Az  |
 EA0614|                                                           dddmmss.s |
 EA0614| EA0615 TERRY                               APPROX. 1.1 KM 0860815.6 |
 EA0614|---------------------------------------------------------------------|
 EA0614
 EA0614                          SUPERSEDED SURVEY CONTROL
 EA0614
 EA0614  NAD 83(1986)-  34 12 31.04142(N)    077 51 19.98198(W) AD(       ) 2
 EA0614  NAD 27      -  34 12 30.42215(N)    077 51 21.03847(W) AD(       ) 2
 EA0614  NGVD 29 (??/??/92)    7.238  (m)           23.75   (f) ADJ UNCH    2 0
 EA0614
 EA0614.Superseded values are not recommended for survey control.
 EA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0614.See file dsdata.txt to determine how the superseded data were derived.
 EA0614
 EA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3690288975(NAD 83)
 EA0614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EA0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0614_STAMPING: BARBARA 1963
 EA0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0614+STABILITY: SURFACE MOTION
 EA0614
 EA0614  HISTORY     - Date     Condition        Report By
 EA0614  HISTORY     - 1963     MONUMENTED       NCGS
 EA0614  HISTORY     - 1963     GOOD             NGS
 EA0614  HISTORY     - 20041022 MARK NOT FOUND   USPSQD
 EA0614
 EA0614                          STATION DESCRIPTION
 EA0614
 EA0614'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0614'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0614'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0614'
 EA0614'BARBARA IS 5.60 MILES ESE OF CENTER OF WILMINGTON, 1.80 MILES
 EA0614'EAST ALONG U.S. 76 FROM NC 132, 1.50 MILES WEST OF BRADLEY
 EA0614'CREEK BRIDGE, ON THE NORTH SIDE OF U.S. 76 AND 0.25 MILES WEST
 EA0614'OF SR 1424.
 EA0614'
 EA0614'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0614'BARBARA 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0614'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0614'
 EA0614'MARK IS
 EA0614'
 EA0614'5.50 FT N OF N EDGE OF PAVEMENT,
 EA0614'
 EA0614'54.50 FT SW OF 3 LEAD NAILS IN 16 INCH PINE,
 EA0614'
 EA0614'138.80 FT SE OF THE SE CORNER OF PORCH OF BRICK HOUSE 5503,
 EA0614'
 EA0614'160.4 FT SSE OF THE NE CORNER OF BRICK HOUSE,
 EA0614'
 EA0614'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0614
 EA0614                          STATION RECOVERY (1963)
 EA0614
 EA0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0614'1.8 MI E FROM WINTER PARK.
 EA0614'1.8 MILES EAST ALONG U.S. HIGHWAY 76 FROM ITS INTERSECTION WITH
 EA0614'STATE HIGHWAY 132 AT WINTER PARK, 27 FEET NORTH OF THE CENTER
 EA0614'LINE OF THE HIGHWAY, 138 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EA0614'OF A PORCH AT HOUSE NO. 5503, 150 FEET EAST OF THE EAST EDGE
 EA0614'OF A SIDEWALK LEADING TO RESIDENCE, ABOUT LEVEL WITH THE HIGHWAY
 EA0614'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 EA0614'A NCGS TRI TRA. STATION DISK.
 EA0614
 EA0614                          STATION RECOVERY (2004)
 EA0614
 EA0614'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0614'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 EA0614'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0574 ***********************************************************************
 EZ0574  DESIGNATION -  BARBARA
 EZ0574  PID         -  EZ0574
 EZ0574  STATE/COUNTY-  NC/HARNETT
 EZ0574  USGS QUAD   -  COATS (1987)
 EZ0574
 EZ0574                         *CURRENT SURVEY CONTROL
 EZ0574  ___________________________________________________________________
 EZ0574* NAD 83(2001)-  35 23 25.68994(N)    078 43 39.17140(W)     ADJUSTED  
 EZ0574* NAVD 88     -        62.081  (meters)     203.68   (feet)  ADJUSTED  
 EZ0574  ___________________________________________________________________
 EZ0574  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EZ0574  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 EZ0574  DYNAMIC HT  -          62.026 (meters)     203.50  (feet)  COMP
 EZ0574  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 EZ0574
 EZ0574  HORZ ORDER  -  SECOND
 EZ0574  VERT ORDER  -  SECOND    CLASS II
 EZ0574
 EZ0574.The horizontal coordinates were established by classical geodetic methods
 EZ0574.and adjusted by the National Geodetic Survey in August 2005.
 EZ0574
 EZ0574.The orthometric height was determined by differential leveling
 EZ0574.and adjusted in June 1991.
 EZ0574
 EZ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0574
 EZ0574.The geoid height was determined by GEOID03.
 EZ0574
 EZ0574.The dynamic height is computed by dividing the NAVD 88
 EZ0574.geopotential number by the normal gravity value computed on the
 EZ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0574.degrees latitude (g = 980.6199 gals.).
 EZ0574
 EZ0574.The modeled gravity was interpolated from observed gravity values.
 EZ0574
 EZ0574;                    North         East     Units Scale Factor Converg.
 EZ0574;SPC NC       -   182,011.486   634,351.059   MT  0.99987551   +0 09 26.1
 EZ0574;SPC NC       -   597,149.35  2,081,200.10   sFT  0.99987551   +0 09 26.1
 EZ0574;UTM  17      - 3,918,717.187   706,393.116   MT  1.00012499   +1 18 59.6
 EZ0574
 EZ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0574!SPC NC       -   0.99999549  x   0.99987551  =   0.99987100
 EZ0574!UTM  17      -   0.99999549  x   1.00012499  =   1.00012048
 EZ0574
 EZ0574:                Primary Azimuth Mark                     Grid Az
 EZ0574:SPC NC       -  MENTAL                                   330 53 12.2
 EZ0574:UTM  17      -  MENTAL                                   329 43 38.7
 EZ0574
 EZ0574|---------------------------------------------------------------------|
 EZ0574| PID    Reference Object                     Distance      Geod. Az  |
 EZ0574|                                                           dddmmss.s |
 EZ0574| EZ0573 MENTAL                              APPROX. 1.0 KM 3310238.3 |
 EZ0574|---------------------------------------------------------------------|
 EZ0574
 EZ0574                          SUPERSEDED SURVEY CONTROL
 EZ0574
 EZ0574  NAD 83(1986)-  35 23 25.69484(N)    078 43 39.17997(W) AD(       ) 2
 EZ0574  NAD 27      -  35 23 25.11360(N)    078 43 40.10473(W) AD(       ) 2
 EZ0574  NGVD 29 (??/??/92)   62.347  (m)          204.55   (f) ADJ UNCH    2 2
 EZ0574
 EZ0574.Superseded values are not recommended for survey control.
 EZ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0574.See file dsdata.txt to determine how the superseded data were derived.
 EZ0574
 EZ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0639318717(NAD 83)
 EZ0574_MARKER: DE = TRAVERSE STATION DISK
 EZ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0574_STAMPING: BARBARA 1972
 EZ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0574+STABILITY: SURFACE MOTION
 EZ0574
 EZ0574  HISTORY     - Date     Condition        Report By
 EZ0574  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0574  HISTORY     - 1974     GOOD             NCGS
 EZ0574  HISTORY     - 1987     GOOD             USPSQD
 EZ0574  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ0574  HISTORY     - 20060630 MARK NOT FOUND   NCGS
 EZ0574  HISTORY     - 20070617 MARK NOT FOUND   GEOCAC
 EZ0574
 EZ0574                          STATION DESCRIPTION
 EZ0574
 EZ0574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0574'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ0574'THE VICINITY OF BUIES CREEK, NORTH CAROLINA.
 EZ0574'
 EZ0574'BARBARA IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF BUIES CREEK.
 EZ0574'TO REACH STATION FROM THE INTERSECTION OF US 421 AND NC 27 IN
 EZ0574'BUIES CREEK, GO SOUTHEAST ALONG US 421 FOR 1.65 MILES TO STATION ON
 EZ0574'RIGHT, APPROXIMATELY 200 FEET NORTHWEST OF INTERSECTION OF US 421
 EZ0574'AND SR 1006, AND NEAR A GUY POLE.
 EZ0574'
 EZ0574'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0574'BARBARA 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0574'WHICH IS FLUSH WITH THE GROUND.
 EZ0574'
 EZ0574'MARK IS--53.9 FEET WSW OF C/L OF US 421.
 EZ0574'42.4 FEET NE OF GUY WIRE.
 EZ0574'22.6 FEET ENE OF BASE OF GUY POLE WITH ALUMINUM REF. TAG.
 EZ0574
 EZ0574                          STATION RECOVERY (1974)
 EZ0574
 EZ0574'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0574'1.3 MI SSE FROM BUIES CREEK.
 EZ0574'BARBARA IS LOCATED APPROXIMATELY 5.0 MILES EAST OF LILLINGTON.
 EZ0574'TO REACH STATION FROM THE INTERSECTION OF U.S. 421 AND NC 27 IN
 EZ0574'BUIES CREEK, PROCEED SOUTHEAST ALONG U.S. 421 FOR 1.65 MILES TO
 EZ0574'STATION ON RIGHT, APPROXIMATELY 200 FEET NORTHWEST OF
 EZ0574'INTERSECTION OF U.S. 421 AND SR 1006, AND NEAR A GUY POLE, 53.9 FT
 EZ0574'WSW OF C/L OF U.S. 421, 42.4 FT NE OF GUY WIRE, 22.6 FT ENE OF
 EZ0574'BASE OF GUY POLE WITH ALUMINUM REF. TAG, AND 177.3 FT SSW OF PP
 EZ0574'WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER
 EZ0574'FLUSH WITH THE GROUND.
 EZ0574
 EZ0574                          STATION RECOVERY (1987)
 EZ0574
 EZ0574'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ0574'RECOVERED IN GOOD CONDITION.
 EZ0574
 EZ0574                          STATION RECOVERY (1999)
 EZ0574
 EZ0574'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0574'MARK NOT FOUND.
 EZ0574
 EZ0574                          STATION RECOVERY (2006)
 EZ0574
 EZ0574'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ0574'NOT FOUND. REFERENCES NOW FALL IN TURN LANE OF IMPROVED 5 LANE US 421.
 EZ0574
 EZ0574                          STATION RECOVERY (2007)
 EZ0574
 EZ0574'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0574'HIGHWAY US-401 HAS BEEN WIDENED. THE STATION WAS IN THE AFFECTED AREA.
 EZ0574' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1121 ***********************************************************************
 EY1121  DESIGNATION -  BARBARA
 EY1121  PID         -  EY1121
 EY1121  STATE/COUNTY-  NC/EDGECOMBE
 EY1121  USGS QUAD   -  HARTSEASE (1981)
 EY1121
 EY1121                         *CURRENT SURVEY CONTROL
 EY1121  ___________________________________________________________________
 EY1121* NAD 83(2001)-  35 55 58.95204(N)    077 39 45.33929(W)     ADJUSTED  
 EY1121* NAVD 88     -        31.515  (meters)     103.40   (feet)  ADJUSTED  
 EY1121  ___________________________________________________________________
 EY1121  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EY1121  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EY1121  DYNAMIC HT  -          31.488 (meters)     103.31  (feet)  COMP
 EY1121  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 EY1121
 EY1121  HORZ ORDER  -  SECOND
 EY1121  VERT ORDER  -  SECOND    CLASS I
 EY1121
 EY1121.The horizontal coordinates were established by classical geodetic methods
 EY1121.and adjusted by the National Geodetic Survey in August 2005.
 EY1121
 EY1121.The orthometric height was determined by differential leveling
 EY1121.and adjusted in June 1991.
 EY1121
 EY1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1121
 EY1121.The geoid height was determined by GEOID03.
 EY1121
 EY1121.The dynamic height is computed by dividing the NAVD 88
 EY1121.geopotential number by the normal gravity value computed on the
 EY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1121.degrees latitude (g = 980.6199 gals.).
 EY1121
 EY1121.The modeled gravity was interpolated from observed gravity values.
 EY1121
 EY1121;                    North         East     Units Scale Factor Converg.
 EY1121;SPC NC       -   242,984.471   730,277.997   MT  0.99994317   +0 46 18.9
 EY1121;SPC NC       -   797,191.55  2,395,920.40   sFT  0.99994317   +0 46 18.9
 EY1121;UTM  18      - 3,979,798.569   259,796.880   MT  1.00031101   -1 33 47.7
 EY1121
 EY1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1121!SPC NC       -   1.00000058  x   0.99994317  =   0.99994375
 EY1121!UTM  18      -   1.00000058  x   1.00031101  =   1.00031159
 EY1121
 EY1121:                Primary Azimuth Mark                     Grid Az
 EY1121:SPC NC       -  MIDLAKE                                  085 05 37.0
 EY1121:UTM  18      -  MIDLAKE                                  087 25 43.6
 EY1121
 EY1121|---------------------------------------------------------------------|
 EY1121| PID    Reference Object                     Distance      Geod. Az  |
 EY1121|                                                           dddmmss.s |
 EY1121| EY1120 MIDLAKE                             APPROX. 1.1 KM 0855155.9 |
 EY1121|---------------------------------------------------------------------|
 EY1121
 EY1121                          SUPERSEDED SURVEY CONTROL
 EY1121
 EY1121  NAD 83(1986)-  35 55 58.95844(N)    077 39 45.34900(W) AD(       ) 2
 EY1121  NAD 27      -  35 55 58.39737(N)    077 39 46.43369(W) AD(       ) 2
 EY1121  NGVD 29 (??/??/92)   31.834  (m)          104.44   (f) ADJ UNCH    2 1
 EY1121
 EY1121.Superseded values are not recommended for survey control.
 EY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1121.See file dsdata.txt to determine how the superseded data were derived.
 EY1121
 EY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5979779799(NAD 83)
 EY1121_MARKER: DB = BENCH MARK DISK
 EY1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1121_STAMPING: BARBARA 1975
 EY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1121+STABILITY: SURFACE MOTION
 EY1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1121+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 EY1121
 EY1121  HISTORY     - Date     Condition        Report By
 EY1121  HISTORY     - 1975     MONUMENTED       NCGS
 EY1121  HISTORY     - 1976     GOOD             NCGS
 EY1121  HISTORY     - 19990226 GOOD             USPSQD
 EY1121  HISTORY     - 20041121 GOOD             USPSQD
 EY1121
 EY1121                          STATION DESCRIPTION
 EY1121
 EY1121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1121'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1121'IN THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY1121'
 EY1121'BARBARA IS LOCATED APPROXIMATELY 7.3 MILES WNW OF TARBORO, AND
 EY1121'7.5 MILES EAST OF ROCKY MOUNT.  TO REACH STATION FROM INTERSECTION
 EY1121'OF U.S. 64 BUSINESS WITH U.S. 64 BYPASS IN NW TARBORO, PROCEED
 EY1121'WEST ALONG U.S. 64 FOR 5.3 MILES TO STATION ON LEFT, NEAR A POWER
 EY1121'POLE AT THE NORTH EDGE OF A CULTIVATED FIELD, AND 0.7 MILE WEST
 EY1121'OF T-INTERSECTION WITH SR 1252 (NW).
 EY1121'
 EY1121'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1121'BARBARA 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1121'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1121'
 EY1121'MARK IS 36.5 FT S OF C/L OF U.S. 64
 EY1121'
 EY1121'96.7 FT ESE OF C/L OF FIELD ENTRANCE ROAD (S) AS IT ENTERS HIGHWAY
 EY1121'
 EY1121'3.3 FT WNW OF PP M-8 WITH ALUMINUM REF. TAG
 EY1121'
 EY1121'92.0 FT SSE OF 10 IN SHORT LEAF PINE WITH ALUMINUM REF. TAG
 EY1121'
 EY1121'113.5 FT SW OF 12 IN SHORT LEAF PINE WITH ALUMINUM REF. TAG
 EY1121'
 EY1121'83.9 FT SSW OF 12 IN OAK WITH ALUMINUM REF. TAG
 EY1121
 EY1121                          STATION RECOVERY (1976)
 EY1121
 EY1121'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1121'7.3 MI WNW FROM TARBORO.
 EY1121'TO REACH STATION FROM INTERSECTION OF US 64 BUSINESS WITH US 64 BYPASS
 EY1121'IN NORTHWEST TARBORO, PROCEED WEST ALONG US 64 FOR 5.3 MILES TO
 EY1121'STATION ON LEFT, NEAR A POWER POLE BY A CULTIVATED FIELD AND 0.7 MILE
 EY1121'WEST OF T INTERSECTION WITH SR 1252 (NW).  36.5 FT. S OF CENTERLINE US
 EY1121'64, 96.7 FT. ESE OF CENTERLINE OF FIELD ENTRANCE ROAD (S) AS IT ENTERS
 EY1121'HIGHWAY, 3.3 FT. WNW OF POWER POLE NO. M-8 WITH ALUMINUM REF. TAG,
 EY1121'92.0 FT. SSE OF 10 INCH SHORT LEAF PINE WITH ALUMINUM REF. TAG, 113.5
 EY1121'FT. SW OF 12 INCH SHORT LEAF PINE WITH ALUMINUM REF. TAG AND 83.9 FT.
 EY1121'SSW OF 12 INCH OAK WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE
 EY1121'CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1121
 EY1121                          STATION RECOVERY (1999)
 EY1121
 EY1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1121'RECOVERED IN GOOD CONDITION.
 EY1121
 EY1121                          STATION RECOVERY (2004)
 EY1121
 EY1121'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 EY1121'THE REFERENCES LISTED ARE GONE. THE MARK IS DIRECTLY IN LINE WITH A
 EY1121'NEW POWER LINE AND IS 51.5 FEET WEST OF THE NEAREST POLE.
 EY1121'GPS READING WAS N35 55 59.0  W077 39 45.4
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2408 ***********************************************************************
 EZ2408  DESIGNATION -  BARBARA
 EZ2408  PID         -  EZ2408
 EZ2408  STATE/COUNTY-  NC/WAKE
 EZ2408  USGS QUAD   -  ROLESVILLE (1993)
 EZ2408
 EZ2408                         *CURRENT SURVEY CONTROL
 EZ2408  ___________________________________________________________________
 EZ2408* NAD 83(2007)-  35 56 05.42018(N)    078 24 41.97181(W)     ADJUSTED  
 EZ2408* NAVD 88     -       100.592  (meters)     330.03   (feet)  ADJUSTED  
 EZ2408  ___________________________________________________________________
 EZ2408  EPOCH DATE  -        2002.00
 EZ2408  X           -   1,038,602.476 (meters)                     COMP
 EZ2408  Y           -  -5,064,908.928 (meters)                     COMP
 EZ2408  Z           -   3,722,379.308 (meters)                     COMP
 EZ2408  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 EZ2408  ELLIP HEIGHT-          67.094 (meters)          (02/10/07) ADJUSTED
 EZ2408  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EZ2408  DYNAMIC HT  -         100.505 (meters)     329.74  (feet)  COMP
 EZ2408
 EZ2408  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2408  Type    PID    Designation                      North   East  Ellip
 EZ2408  -------------------------------------------------------------------
 EZ2408  NETWORK EZ2408 BARBARA                           0.90   0.86   1.72
 EZ2408  -------------------------------------------------------------------
 EZ2408  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 EZ2408
 EZ2408  VERT ORDER  -  SECOND    CLASS II
 EZ2408
 EZ2408.The horizontal coordinates were established by GPS observations
 EZ2408.and adjusted by the National Geodetic Survey in February 2007.
 EZ2408
 EZ2408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2408.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2408.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2408.The epoch date for horizontal control is a decimal equivalence
 EZ2408.of Year/Month/Day.
 EZ2408
 EZ2408.The orthometric height was determined by differential leveling
 EZ2408.and adjusted in June 1991.
 EZ2408
 EZ2408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2408
 EZ2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2408
 EZ2408.The ellipsoidal height was determined by GPS observations
 EZ2408.and is referenced to NAD 83.
 EZ2408
 EZ2408.The geoid height was determined by GEOID03.
 EZ2408
 EZ2408.The dynamic height is computed by dividing the NAVD 88
 EZ2408.geopotential number by the normal gravity value computed on the
 EZ2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2408.degrees latitude (g = 980.6199 gals.).
 EZ2408
 EZ2408.The modeled gravity was interpolated from observed gravity values.
 EZ2408
 EZ2408;                    North         East     Units Scale Factor Converg.
 EZ2408;SPC NC       -   242,528.220   662,688.525   MT  0.99994354   +0 20 22.5
 EZ2408;SPC NC       -   795,694.67  2,174,170.60   sFT  0.99994354   +0 20 22.5
 EZ2408;UTM  17      - 3,979,817.613   733,497.719   MT  1.00027186   +1 31 10.9
 EZ2408
 EZ2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2408!SPC NC       -   0.99998947  x   0.99994354  =   0.99993301
 EZ2408!UTM  17      -   0.99998947  x   1.00027186  =   1.00026133
 EZ2408
 EZ2408:                Primary Azimuth Mark                     Grid Az
 EZ2408:SPC NC       -  BILLY                                    123 53 41.7
 EZ2408:UTM  17      -  BILLY                                    122 42 53.3
 EZ2408
 EZ2408|---------------------------------------------------------------------|
 EZ2408| PID    Reference Object                     Distance      Geod. Az  |
 EZ2408|                                                           dddmmss.s |
 EZ2408| EZ2406 BILLY                               APPROX. 1.1 KM 1241404.2 |
 EZ2408|---------------------------------------------------------------------|
 EZ2408
 EZ2408                          SUPERSEDED SURVEY CONTROL
 EZ2408
 EZ2408  NAD 83(2001)-  35 56 05.42018(N)    078 24 41.97125(W) AD(       ) 2
 EZ2408  NAD 83(1986)-  35 56 05.42586(N)    078 24 41.98243(W) AD(       ) 2
 EZ2408  NAD 27      -  35 56 04.87551(N)    078 24 42.98702(W) AD(       ) 2
 EZ2408  NAVD 88 (01/16/98)  100.59   (m)          330.0    (f) LEVELING    3  
 EZ2408  NGVD 29 (??/??/92)  100.871  (m)          330.94   (f) ADJ UNCH    2 2
 EZ2408
 EZ2408.Superseded values are not recommended for survey control.
 EZ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2408.See file dsdata.txt to determine how the superseded data were derived.
 EZ2408
 EZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3349879818(NAD 83)
 EZ2408_MARKER: DE = TRAVERSE STATION DISK
 EZ2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2408_STAMPING: BARBARA 1976
 EZ2408_MARK LOGO: NCGS  
 EZ2408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2408+STABILITY: SURFACE MOTION
 EZ2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2408+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 EZ2408
 EZ2408  HISTORY     - Date     Condition        Report By
 EZ2408  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2408  HISTORY     - 1976     GOOD             NCGS
 EZ2408  HISTORY     - 19950321 GOOD             GEOMET
 EZ2408  HISTORY     - 20041120 GOOD             USPSQD
 EZ2408
 EZ2408                          STATION DESCRIPTION
 EZ2408
 EZ2408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2408'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2408'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA.
 EZ2408'
 EZ2408'BARBARA IS LOCATED APPROXIMATELY 2.7 MILES ENE OF ROLESVILLE
 EZ2408'AND 9.4 MILES NORTHWEST OF ZEBULON.  TO REACH STATION FROM
 EZ2408'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF
 EZ2408'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.1 MILE TO STATION
 EZ2408'ON RIGHT, ON TOP OF A 4 FOOT BANK, AT A POWER POLE AND
 EZ2408'APPROXIMATELY 700 FEET NORTHWEST OF PERRY CREEK.
 EZ2408'
 EZ2408'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2408'BARBARA 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2408'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2408'
 EZ2408'MARK IS 35.7 FT SW OF C/L OF NC 96
 EZ2408'
 EZ2408'4.0 FT NW OF METAL WITNESS SIGN POST
 EZ2408'
 EZ2408'24.5 FT E OF POWER POLE WITH ALUMINUM REF. TAG
 EZ2408'
 EZ2408'45.7 FT ENE OF SOUTHWESTERNMOST GUY WIRE (FOR POWER POLE)
 EZ2408'
 EZ2408'271.1 FT SE OF POWER POLE WITH ALUMINUM REF. TAG
 EZ2408
 EZ2408                          STATION RECOVERY (1976)
 EZ2408
 EZ2408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2408'2.7 MI ENE FROM ROLESVILLE.
 EZ2408'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2408'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.1 MILES TO STATION ON
 EZ2408'RIGHT, ON TOP OF A 4 FOOT BANK, AT A POWER POLE AND APPROXIMATELY 700
 EZ2408'FEET NORTHWEST OF PERRY CREEK.  35.7 FT. SW OF C/L OF NC 96, 4.0 FT.
 EZ2408'NW OF METAL WITNESS SIGN POST, 24.5 FT. E OF PP WITH ALUMINUM REF.
 EZ2408'TAG, 45.7 FT. ENE OF SOUTHWESTERNMOST GUY WIRE (FOR POWER POLE), AND
 EZ2408'271.1 FT. SE OF PP WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ2408'CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2408
 EZ2408                          STATION RECOVERY (1995)
 EZ2408
 EZ2408'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR)
 EZ2408'RECOVERED AS DESCRIBED.
 EZ2408
 EZ2408                          STATION RECOVERY (2004)
 EZ2408
 EZ2408'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2408'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1755 ***********************************************************************
 FA1755  DESIGNATION -  BARBARA
 FA1755  PID         -  FA1755
 FA1755  STATE/COUNTY-  NC/DAVIDSON
 FA1755  USGS QUAD   -  HANDY (1994)
 FA1755
 FA1755                         *CURRENT SURVEY CONTROL
 FA1755  ___________________________________________________________________
 FA1755* NAD 83(2001)-  35 33 09.70791(N)    080 05 28.54109(W)     ADJUSTED  
 FA1755* NAVD 88     -       226.2    (meters)     742.     (feet)  VERTCON   
 FA1755  ___________________________________________________________________
 FA1755  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FA1755  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA1755  HORZ ORDER  -  SECOND
 FA1755
 FA1755.The horizontal coordinates were established by classical geodetic methods
 FA1755.and adjusted by the National Geodetic Survey in August 2005.
 FA1755
 FA1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1755
 FA1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1755
 FA1755.The geoid height was determined by GEOID03.
 FA1755
 FA1755;                    North         East     Units Scale Factor Converg.
 FA1755;SPC NC       -   200,518.128   510,669.682   MT  0.99988634   -0 37 47.4
 FA1755;SPC NC       -   657,866.56  1,675,422.12   sFT  0.99988634   -0 37 47.4
 FA1755;UTM  17      - 3,934,717.624   582,363.585   MT  0.99968360   +0 31 42.3
 FA1755
 FA1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1755!SPC NC       -   0.99996925  x   0.99988634  =   0.99985560
 FA1755!UTM  17      -   0.99996925  x   0.99968360  =   0.99965286
 FA1755
 FA1755|---------------------------------------------------------------------|
 FA1755| PID    Reference Object                     Distance      Geod. Az  |
 FA1755|                                                           dddmmss.s |
 FA1755| FA1754 PULLOFF                             236.123 METERS 14751     |
 FA1755| FA1756 BRIDGE                              APPROX. 0.5 KM 3510612.4 |
 FA1755|---------------------------------------------------------------------|
 FA1755
 FA1755                          SUPERSEDED SURVEY CONTROL
 FA1755
 FA1755  NAD 83(1986)-  35 33 09.71373(N)    080 05 28.55054(W) AD(       ) 2
 FA1755  NAD 27      -  35 33 09.20994(N)    080 05 29.37877(W) AD(       ) 2
 FA1755  NGVD 29 (07/19/86)  226.4    (m)          743.     (f) VERT ANG    3  
 FA1755
 FA1755.Superseded values are not recommended for survey control.
 FA1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1755.See file dsdata.txt to determine how the superseded data were derived.
 FA1755
 FA1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8236434718(NAD 83)
 FA1755_MARKER: DE = TRAVERSE STATION DISK
 FA1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1755_STAMPING: BARBARA 1974
 FA1755_MARK LOGO: NCGS  
 FA1755_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1755+STABILITY: SURFACE MOTION
 FA1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1755+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 FA1755
 FA1755  HISTORY     - Date     Condition        Report By
 FA1755  HISTORY     - 1974     MONUMENTED       NCGS
 FA1755  HISTORY     - 19920218 GOOD             NCGS
 FA1755
 FA1755                          STATION DESCRIPTION
 FA1755
 FA1755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1755'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1755'THE VICINITY OF DENTON, NORTH CAROLINA.
 FA1755'
 FA1755'BARBARA IS LOCATED APPROXIMATELY 5.7 MILES SOUTH OF DENTON, AND
 FA1755'17.4 MILES NW OF TROY.  TO REACH STATION FROM THE NC 49 BRIDGE
 FA1755'OVER NC 109, PROCEED SOUTHERLY ALONG NC 109 FOR 0.3 MILE TO
 FA1755'STATION ON THE RIGHT, APPROXIMATELY 100 FEET NNE OF A 1-1/2 STORY
 FA1755'WHITE FRAMED HOUSE.
 FA1755'
 FA1755'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1755'BARBARA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1755'WHICH IS FLUSH WITH THE GROUND.
 FA1755'
 FA1755'MARK IS 25.3 FT WSW OF C/L OF NC 109
 FA1755'
 FA1755'37.1 FT NNW OF C/L OF NORTHERNMOST DRIVEWAY
 FA1755'
 FA1755'87.0 FT NNE OF NE CORNER OF 1-1/2 STORY HOUSE (MAIN BODY OF HOUSE)
 FA1755'
 FA1755'114.2 FT SW OF 20 IN OAK WITH ALUMINUM REF. TAG
 FA1755'
 FA1755'100.9 FT WNW OF 6 IN PINE WITH ALUMINUM REF. TAG
 FA1755
 FA1755                          STATION RECOVERY (1992)
 FA1755
 FA1755'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2481 ***********************************************************************
 EB2481  DESIGNATION -  BARBARA
 EB2481  PID         -  EB2481
 EB2481  STATE/COUNTY-  NC/BLADEN
 EB2481  USGS QUAD   -  BLADENBORO (1986)
 EB2481
 EB2481                         *CURRENT SURVEY CONTROL
 EB2481  ___________________________________________________________________
 EB2481* NAD 83(2001)-  34 33 17.14774(N)    078 48 41.66485(W)     ADJUSTED  
 EB2481* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 EB2481  ___________________________________________________________________
 EB2481  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EB2481  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EB2481  HORZ ORDER  -  SECOND
 EB2481
 EB2481.The horizontal coordinates were established by classical geodetic methods
 EB2481.and adjusted by the National Geodetic Survey in August 2005.
 EB2481
 EB2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2481
 EB2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2481
 EB2481.The geoid height was determined by GEOID03.
 EB2481
 EB2481;                    North         East     Units Scale Factor Converg.
 EB2481;SPC NC       -    89,290.529   626,894.032   MT  0.99994603   +0 06 31.5
 EB2481;SPC NC       -   292,947.34  2,056,734.84   sFT  0.99994603   +0 06 31.5
 EB2481;UTM  17      - 3,825,845.418   700,790.737   MT  1.00009696   +1 14 30.0
 EB2481
 EB2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2481!SPC NC       -   0.99999872  x   0.99994603  =   0.99994475
 EB2481!UTM  17      -   0.99999872  x   1.00009696  =   1.00009568
 EB2481
 EB2481:                Primary Azimuth Mark                     Grid Az
 EB2481:SPC NC       -  BYPASS                                   097 33 17.6
 EB2481:UTM  17      -  BYPASS                                   096 25 19.1
 EB2481
 EB2481|---------------------------------------------------------------------|
 EB2481| PID    Reference Object                     Distance      Geod. Az  |
 EB2481|                                                           dddmmss.s |
 EB2481| EB0835 BYPASS                              APPROX. 2.5 KM 0973949.1 |
 EB2481|---------------------------------------------------------------------|
 EB2481
 EB2481                          SUPERSEDED SURVEY CONTROL
 EB2481
 EB2481  NAD 83(1986)-  34 33 17.15618(N)    078 48 41.67399(W) AD(       ) 2
 EB2481  NAD 27      -  34 33 16.54713(N)    078 48 42.59238(W) AD(       ) 2
 EB2481  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG    3  
 EB2481
 EB2481.Superseded values are not recommended for survey control.
 EB2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2481.See file dsdata.txt to determine how the superseded data were derived.
 EB2481
 EB2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0079125845(NAD 83)
 EB2481_MARKER: DE = TRAVERSE STATION DISK
 EB2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2481_STAMPING: BARBARA 1973
 EB2481_MARK LOGO: NCGS  
 EB2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2481+STABILITY: SURFACE MOTION
 EB2481
 EB2481  HISTORY     - Date     Condition        Report By
 EB2481  HISTORY     - 1973     MONUMENTED       NCGS
 EB2481
 EB2481                          STATION DESCRIPTION
 EB2481
 EB2481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2481'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2481'THE VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB2481'
 EB2481'BARBARA IS LOCATED APPROXIMATELY 1.7 MILES NW OF BLADENBORO.  TO
 EB2481'REACH STATION FROM INTERSECTION OF NC 211 WITH NC 131 AND 410 NORTH
 EB2481'OF BLADENBORO.  PROCEED WEST ALONG NC 211 FOR 1.6 MILES TO
 EB2481'STATION ON THE LEFT SHOULDER.  0.4 MILE WEST OF INTERSECTION WITH SR
 EB2481'1100.
 EB2481'
 EB2481'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBARA
 EB2481'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 3 INCHES BELOW THE
 EB2481'SURFACE OF THE GROUND.
 EB2481'
 EB2481'MARK IS
 EB2481'
 EB2481'24.0 FEET SSW OF A C/L OF NC 211.
 EB2481'58.8 FEET NNE OF A 4 INCH FENCE POST WITH HORIZONTAL BRACE POSTS
 EB2481'EACH SIDE W/ALUMINUM REF. TAG.
 EB2481'91.8 FEET NNW OF A CONCRETE RIGHT OF WAY MARK ON FENCE LINE.
 EB2481'119.9 FEET S OF A 12 INCH PINE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4277 ***********************************************************************
 FX4277  DESIGNATION -  BARBARA
 FX4277  PID         -  FX4277
 FX4277  STATE/COUNTY-  NC/NASH
 FX4277  USGS QUAD   -  DRAKE (1963)
 FX4277
 FX4277                         *CURRENT SURVEY CONTROL
 FX4277  ___________________________________________________________________
 FX4277* NAD 83(2001)-  36 07 11.62026(N)    077 47 13.03954(W)     ADJUSTED  
 FX4277* NAVD 88     -        37.6    (meters)     123.     (feet)  VERTCON   
 FX4277  ___________________________________________________________________
 FX4277  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 FX4277  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 FX4277  HORZ ORDER  -  SECOND
 FX4277
 FX4277.The horizontal coordinates were established by classical geodetic methods
 FX4277.and adjusted by the National Geodetic Survey in August 2005.
 FX4277
 FX4277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4277
 FX4277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4277
 FX4277.The geoid height was determined by GEOID03.
 FX4277
 FX4277;                    North         East     Units Scale Factor Converg.
 FX4277;SPC NC       -   263,571.069   718,803.893   MT  0.99998728   +0 42 00.5
 FX4277;SPC NC       -   864,732.75  2,358,275.77   sFT  0.99998728   +0 42 00.5
 FX4277;UTM  18      - 4,000,844.342   249,168.657   MT  1.00037530   -1 38 37.3
 FX4277
 FX4277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4277!SPC NC       -   0.99999955  x   0.99998728  =   0.99998683
 FX4277!UTM  18      -   0.99999955  x   1.00037530  =   1.00037485
 FX4277
 FX4277|---------------------------------------------------------------------|
 FX4277| PID    Reference Object                     Distance      Geod. Az  |
 FX4277|                                                           dddmmss.s |
 FX4277| FX4276 BEAVER                              348.765 METERS 14635     |
 FX4277| FX4278 SHI                                 APPROX. 0.5 KM 3310037.5 |
 FX4277|---------------------------------------------------------------------|
 FX4277
 FX4277                          SUPERSEDED SURVEY CONTROL
 FX4277
 FX4277  NAD 83(1993)-  36 07 11.62844(N)    077 47 13.04650(W) AD(       ) 2
 FX4277  NAD 83(1986)-  36 07 11.62714(N)    077 47 13.05019(W) AD(       ) 2
 FX4277  NAD 27      -  36 07 11.07378(N)    077 47 14.11813(W) AD(       ) 2
 FX4277  NGVD 29 (07/19/86)   37.9    (m)          124.     (f) VERT ANG    3  
 FX4277
 FX4277.Superseded values are not recommended for survey control.
 FX4277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4277.See file dsdata.txt to determine how the superseded data were derived.
 FX4277
 FX4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4916900844(NAD 83)
 FX4277_MARKER: DE = TRAVERSE STATION DISK
 FX4277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4277_STAMPING: BARBARA 1973
 FX4277_MARK LOGO: NCGS  
 FX4277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4277+STABILITY: SURFACE MOTION
 FX4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4277+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 FX4277
 FX4277  HISTORY     - Date     Condition        Report By
 FX4277  HISTORY     - 1973     MONUMENTED       NCGS
 FX4277  HISTORY     - 20050213 GOOD             USPSQD
 FX4277  HISTORY     - 20060315 GOOD             USPSQD
 FX4277
 FX4277                          STATION DESCRIPTION
 FX4277
 FX4277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4277'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX4277'THE VICINITY OF WHITAKERS, NORTH CAROLINA.
 FX4277'
 FX4277'BARBARA IS LOCATED APPROXIMATELY 4.3 MILES W OF WHITAKERS AND 12.2
 FX4277'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM THE NC 44
 FX4277'OVERPASS OF I-95, PROCEED EASTERLY ALONG NC 44 FOR 0.7 MILE TO A
 FX4277'DRIVE LEADING SOUTHWEST TO TAYLOR RESIDENCE AND STATION ON RIGHT IN
 FX4277'SOUTH QUADRANT OF INTERSECTION, AND 0.35 MILE NORTHWEST OF
 FX4277'BEAVERDAM SWAMP BRIDGE ON NC 44.
 FX4277'
 FX4277'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBARA
 FX4277'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FX4277'INCH BELOW THE SURFACE OF THE GROUND.
 FX4277'
 FX4277'MARK IS
 FX4277'27.0 FEET SW OF C/L OF NC 44.
 FX4277'12.4 FEET SSE OF C/L OF DIRT DRIVE.
 FX4277'3.8 FEET N OF POST AT TELEPHONE PEDESTAL NO. 112.
 FX4277'125.8 FEET S OF PP ACROSS ROAD AT DRIVE NORTHEAST AND WITH
 FX4277'ALUMINUM REF. TAG.
 FX4277'134.6 FEET NW OF PP ACROSS ROAD AND WITH ALUMINUM REF.
 FX4277'TAG.
 FX4277
 FX4277                          STATION RECOVERY (2005)
 FX4277
 FX4277'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 FX4277'RECOVERED IN GOOD CONDITION.
 FX4277
 FX4277                          STATION RECOVERY (2006)
 FX4277
 FX4277'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX4277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4155 ***********************************************************************
 FY4155  DESIGNATION -  BARBARA
 FY4155  PID         -  FY4155
 FY4155  STATE/COUNTY-  NC/ROCKINGHAM
 FY4155  USGS QUAD   -  RUFFIN (1994)
 FY4155
 FY4155                         *CURRENT SURVEY CONTROL
 FY4155  ___________________________________________________________________
 FY4155* NAD 83(2001)-  36 26 39.05208(N)    079 34 08.69511(W)     ADJUSTED  
 FY4155* NAVD 88     -       191.3    (meters)     628.     (feet)  VERTCON   
 FY4155  ___________________________________________________________________
 FY4155  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 FY4155  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FY4155  HORZ ORDER  -  SECOND
 FY4155
 FY4155.The horizontal coordinates were established by classical geodetic methods
 FY4155.and adjusted by the National Geodetic Survey in August 2005.
 FY4155
 FY4155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4155
 FY4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4155
 FY4155.The geoid height was determined by GEOID03.
 FY4155
 FY4155;                    North         East     Units Scale Factor Converg.
 FY4155;SPC NC       -   299,035.607   558,575.693   MT  1.00008929   -0 19 42.4
 FY4155;SPC NC       -   981,085.99  1,832,593.75   sFT  1.00008929   -0 19 42.4
 FY4155;UTM  17      - 4,034,167.858   628,242.118   MT  0.99980263   +0 51 00.5
 FY4155
 FY4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4155!SPC NC       -   0.99997500  x   1.00008929  =   1.00006429
 FY4155!UTM  17      -   0.99997500  x   0.99980263  =   0.99977764
 FY4155
 FY4155                          SUPERSEDED SURVEY CONTROL
 FY4155
 FY4155  NAD 83(1993)-  36 26 39.05450(N)    079 34 08.69715(W) AD(       ) 2
 FY4155  NAD 83(1986)-  36 26 39.05885(N)    079 34 08.70335(W) AD(       ) 2
 FY4155  NGVD 29 (01/17/91)  191.5    (m)          628.     (f) VERT ANG    3  
 FY4155
 FY4155.Superseded values are not recommended for survey control.
 FY4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4155.See file dsdata.txt to determine how the superseded data were derived.
 FY4155
 FY4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2824234168(NAD 83)
 FY4155_MARKER: DE = TRAVERSE STATION DISK
 FY4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4155_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4155+STABILITY: SURFACE MOTION
 FY4155
 FY4155  HISTORY     - Date     Condition        Report By
 FY4155  HISTORY     - 1978     MONUMENTED       NCGS
 FY4155  HISTORY     - 20040503 GOOD             USPSQD
 FY4155
 FY4155                          STATION DESCRIPTION
 FY4155
 FY4155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4155'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF RUFFIN AND
 FY4155'8.0 MILES NORTHEAST OF REIDSVILLE.
 FY4155'
 FY4155'TO REACH THE STATION FROM THE US 29 BYPASS UNDERPASS OF US 29
 FY4155'BUSINESS, SOUTHWEST OF RUFFIN, PROCEED NORTHERLY ALONG US 29 BYPASS
 FY4155'FOR 0.75 MILE TO THE SR 1929 OVERPASS AND STATION, APPROXIMATELY
 FY4155'200 FEET NORTH OF NORTHWEST END OF THE OVERPASS, IN WOODS AND 20
 FY4155'FEET HIGHER THAN HIGHWAY.
 FY4155'
 FY4155'STATION MARK IS A STANDARD DISK STAMPED---BARBARA 1978---SET IN THE
 FY4155'TOP OF A 9 INCH CONCRETE MONUMENT, PROJECTING 3 INCHES ABOVE THE
 FY4155'GROUND SURFACE.  THE MARK IS 105.8 (SLOPE) FEET NORTHWEST OF THE
 FY4155'CENTERLINE OF THE SOUTHBOUND LANES, 170.4 FEET NORTH-NORTHEAST OF THE
 FY4155'CENTERLINE OF SR 1929, ON BRIDGE, AND FROM TREES ALL WITH REFERENCE
 FY4155'TAGS, 4.5 FEET SOUTHWEST OF A 5 INCH SHAGGY BARK HICKORY, 7.6 FEET
 FY4155'SOUTH-SOUTHEAST OF AN 8 INCH WHITE OAK, 13.3 FEET EAST OF AN 8 INCH
 FY4155'HICKORY AND 11.7 FEET NORTH OF A 6 INCH HICKORY.
 FY4155
 FY4155                          STATION RECOVERY (2004)
 FY4155
 FY4155'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3517 ***********************************************************************
 FB3517  DESIGNATION -  BARBARA
 FB3517  PID         -  FB3517
 FB3517  STATE/COUNTY-  NC/JACKSON
 FB3517  USGS QUAD   -  SYLVA NORTH (1978)
 FB3517
 FB3517                         *CURRENT SURVEY CONTROL
 FB3517  ___________________________________________________________________
 FB3517* NAD 83(2001)-  35 22 38.51481(N)    083 14 58.95208(W)     ADJUSTED  
 FB3517* NAVD 88     -       664.2    (meters)    2179.     (feet)  VERTCON   
 FB3517  ___________________________________________________________________
 FB3517  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FB3517  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 FB3517  HORZ ORDER  -  SECOND
 FB3517
 FB3517.The horizontal coordinates were established by classical geodetic methods
 FB3517.and adjusted by the National Geodetic Survey in August 2005.
 FB3517
 FB3517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3517
 FB3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3517
 FB3517.The geoid height was determined by GEOID03.
 FB3517
 FB3517;                    North         East     Units Scale Factor Converg.
 FB3517;SPC NC       -   188,787.165   223,608.757   MT  0.99987499   -2 27 10.1
 FB3517;SPC NC       -   619,379.22    733,623.06   sFT  0.99987499   -2 27 10.1
 FB3517;UTM  17      - 3,917,216.273   295,639.822   MT  1.00011470   -1 18 10.6
 FB3517
 FB3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3517!SPC NC       -   0.99990024  x   0.99987499  =   0.99977524
 FB3517!UTM  17      -   0.99990024  x   1.00011470  =   1.00001492
 FB3517
 FB3517                          SUPERSEDED SURVEY CONTROL
 FB3517
 FB3517  NAD 83(1995)-  35 22 38.51490(N)    083 14 58.95183(W) AD(       ) 2
 FB3517  NAD 83(1986)-  35 22 38.52116(N)    083 14 58.95525(W) AD(       ) 2
 FB3517  NGVD 29 (09/18/91)  664.2    (m)         2179.     (f) VERT ANG    3  
 FB3517
 FB3517.Superseded values are not recommended for survey control.
 FB3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3517.See file dsdata.txt to determine how the superseded data were derived.
 FB3517
 FB3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9564017216(NAD 83)
 FB3517_MARKER: DE = TRAVERSE STATION DISK
 FB3517_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3517_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3517
 FB3517  HISTORY     - Date     Condition        Report By
 FB3517  HISTORY     - 1980     MONUMENTED       NCGS
 FB3517  HISTORY     - 19940530 GOOD             USPSQD
 FB3517
 FB3517                          STATION DESCRIPTION
 FB3517
 FB3517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3517'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE NORTH-NORTHEAST OF
 FB3517'DILLSBORO AND 1.4 MILES WEST OF SYLVA.
 FB3517'
 FB3517'TO REACH THE STATION FROM THE US 19A UNDERPASS OF US 23-441 NORTH OF
 FB3517'DILLSBORO, PROCEED EAST ALONG US 19A FOR 0.35 MILE TO STATION ON LEFT
 FB3517'AT WEST END OF CUT APPROXIMATELY 25 FEET ABOVE US 19A.
 FB3517'
 FB3517'STATION MARK IS A STANDARD DISK STAMPED---BARBARA 1980---SET IN TOP OF
 FB3517'A 6 INCH CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND SURFACE.  THE
 FB3517'MARK IS 95.6 (SLOPE) FEET NORTH OF CENTERLINE OF SOUTHBOUND LANES,
 FB3517'91.3 (SLOPE) FEET EAST OF CENTER OF IRON DRAINAGE GRATE, 45.9 FEET
 FB3517'SOUTH-SOUTHEAST OF 8 INCH PINE WITH REFERENCE TAG, 9.8 FEET
 FB3517'NORTH-NORTHWEST OF 3 INCH PINE, 32.8 (SLOPE) FEET EAST OF 4 INCH
 FB3517'LOCUST.
 FB3517
 FB3517                          STATION RECOVERY (1994)
 FB3517
 FB3517'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2571 ***********************************************************************
 EA2571  DESIGNATION -  BARBARA 2
 EA2571  PID         -  EA2571
 EA2571  STATE/COUNTY-  NC/NEW HANOVER
 EA2571  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2571
 EA2571                         *CURRENT SURVEY CONTROL
 EA2571  ___________________________________________________________________
 EA2571* NAD 83(2001)-  34 12 31.25761(N)    077 51 18.57149(W)     ADJUSTED  
 EA2571* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 EA2571  ___________________________________________________________________
 EA2571  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 EA2571  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2571  HORZ ORDER  -  SECOND
 EA2571
 EA2571.The horizontal coordinates were established by classical geodetic methods
 EA2571.and adjusted by the National Geodetic Survey in August 2005.
 EA2571
 EA2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2571
 EA2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2571
 EA2571.The geoid height was determined by GEOID03.
 EA2571
 EA2571;                    North         East     Units Scale Factor Converg.
 EA2571;SPC NC       -    51,492.480   715,109.345   MT  1.00003685   +0 39 38.8
 EA2571;SPC NC       -   168,938.24  2,346,154.58   sFT  1.00003685   +0 39 38.8
 EA2571;UTM  18      - 3,788,981.474   236,938.429   MT  1.00045312   -1 36 22.0
 EA2571
 EA2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2571!SPC NC       -   1.00000475  x   1.00003685  =   1.00004160
 EA2571!UTM  18      -   1.00000475  x   1.00045312  =   1.00045787
 EA2571
 EA2571:                Primary Azimuth Mark                     Grid Az
 EA2571:SPC NC       -  TERRY                                    085 43 48.0
 EA2571:UTM  18      -  TERRY                                    087 59 48.8
 EA2571
 EA2571|---------------------------------------------------------------------|
 EA2571| PID    Reference Object                     Distance      Geod. Az  |
 EA2571|                                                           dddmmss.s |
 EA2571| EA0615 TERRY                               APPROX. 1.0 KM 0862326.8 |
 EA2571|---------------------------------------------------------------------|
 EA2571
 EA2571                          SUPERSEDED SURVEY CONTROL
 EA2571
 EA2571  NAD 83(1986)-  34 12 31.26860(N)    077 51 18.58634(W) AD(       ) 2
 EA2571  NAD 27      -  34 12 30.64966(N)    077 51 19.64311(W) AD(       ) 2
 EA2571  NGVD 29 (07/19/86)    7.2    (m)           24.     (f) VERT ANG    3  
 EA2571
 EA2571.Superseded values are not recommended for survey control.
 EA2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2571.See file dsdata.txt to determine how the superseded data were derived.
 EA2571
 EA2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3693888981(NAD 83)
 EA2571_MARKER: DE = TRAVERSE STATION DISK
 EA2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2571_STAMPING: BARBARA 2 1968
 EA2571_MARK LOGO: NCGS  
 EA2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2571+STABILITY: SURFACE MOTION
 EA2571
 EA2571  HISTORY     - Date     Condition        Report By
 EA2571  HISTORY     - 1968     MONUMENTED       NCGS
 EA2571  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EA2571  HISTORY     - 20041022 MARK NOT FOUND   USPSQD
 EA2571
 EA2571                          STATION DESCRIPTION
 EA2571
 EA2571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2571'BARBARA 2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2571'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA2571'
 EA2571'BARBARA 2 IS LOCATED APPROXIMATELY 5.6 MILES ESE OF THE CENTER
 EA2571'OF WILMINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EA2571'OF NC 132 (S. COLLEGE RD.) AND U.S. 76 (OLEANDER DRIVE), GO
 EA2571'EAST ON OLEANDER DRIVE FOR 1.8 MILES TO STATION.  WHICH IS ON
 EA2571'THE NORTH BANK OF OLEANDER DRIVE IN FRONT OF PAR 3 GOLF CENTER,
 EA2571'IN LINE WITH GOLF CENTER SIGN AND OLEANDER DRIVE.
 EA2571'
 EA2571'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA2571'BARBARA 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA2571'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2571'
 EA2571'MARK IS
 EA2571'
 EA2571'18.0 FT N OF N EDGE OF OLEANDER DR.
 EA2571'
 EA2571'10.9 FT S OF S END OF PAR 3 GOLF CENTER SIGN,
 EA2571'
 EA2571'9.4 FT SW OF SE CORNER OF CURB AROUND PAR 3 GOLF CENTER SIGN,
 EA2571'
 EA2571'8.6 FT SE OF SW CORNER OF CURB AROUND PAR 3 GOLF CENTER SIGN
 EA2571'
 EA2571'143.3 FT E OF S POST FOR ERNIES STEAK HOUSE SIGN, AND WITH
 EA2571'ALUMINUM REF. TAG,
 EA2571'
 EA2571'80.0 FT SW OF PP SERVICE POLE IN YARD FOR PAR 3 GOLF CENTER,
 EA2571'AND WITH AUMINUM REF. TAG.
 EA2571'
 EA2571'NOTE--THIS REPLACES BARBARA 1963,
 EA2571
 EA2571                          STATION RECOVERY (1985)
 EA2571
 EA2571'RECOVERY NOTE BY US POWER SQUADRON 1985 (WG)
 EA2571'MARK NOT FOUND.
 EA2571
 EA2571                          STATION RECOVERY (2004)
 EA2571
 EA2571'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2571'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 EA2571'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2955 ***********************************************************************
 EZ2955  DESIGNATION -  BARBECUE
 EZ2955  PID         -  EZ2955
 EZ2955  STATE/COUNTY-  NC/LEE
 EZ2955  USGS QUAD   -  COLON (1981)
 EZ2955
 EZ2955                         *CURRENT SURVEY CONTROL
 EZ2955  ___________________________________________________________________
 EZ2955* NAD 83(2001)-  35 31 54.91876(N)    079 14 20.82924(W)     ADJUSTED  
 EZ2955* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 EZ2955  ___________________________________________________________________
 EZ2955  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EZ2955  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 EZ2955  HORZ ORDER  -  SECOND
 EZ2955
 EZ2955.The horizontal coordinates were established by classical geodetic methods
 EZ2955.and adjusted by the National Geodetic Survey in August 2005.
 EZ2955
 EZ2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2955
 EZ2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2955
 EZ2955.The geoid height was determined by GEOID03.
 EZ2955
 EZ2955;                    North         East     Units Scale Factor Converg.
 EZ2955;SPC NC       -   197,695.762   587,917.190   MT  0.99988451   -0 08 16.8
 EZ2955;SPC NC       -   648,606.85  1,928,858.31   sFT  0.99988451   -0 08 16.8
 EZ2955;UTM  17      - 3,933,459.727   659,644.754   MT  0.99991408   +1 01 24.8
 EZ2955
 EZ2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2955!SPC NC       -   0.99999028  x   0.99988451  =   0.99987479
 EZ2955!UTM  17      -   0.99999028  x   0.99991408  =   0.99990436
 EZ2955
 EZ2955|---------------------------------------------------------------------|
 EZ2955| PID    Reference Object                     Distance      Geod. Az  |
 EZ2955|                                                           dddmmss.s |
 EZ2955| EZ2954 YORK                                209.510 METERS 14301     |
 EZ2955| EZ2957 MARK                                402.771 METERS 3383757.5 |
 EZ2955|---------------------------------------------------------------------|
 EZ2955
 EZ2955                          SUPERSEDED SURVEY CONTROL
 EZ2955
 EZ2955  NAD 83(1986)-  35 31 54.92032(N)    079 14 20.83502(W) AD(       ) 2
 EZ2955  NAD 27      -  35 31 54.38469(N)    079 14 21.76486(W) AD(       ) 2
 EZ2955  NGVD 29 (07/19/86)   93.5    (m)          307.     (f) VERT ANG    3  
 EZ2955
 EZ2955.Superseded values are not recommended for survey control.
 EZ2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2955.See file dsdata.txt to determine how the superseded data were derived.
 EZ2955
 EZ2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5964533460(NAD 83)
 EZ2955_MARKER: DE = TRAVERSE STATION DISK
 EZ2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2955_STAMPING: BARBECUE 19170
 EZ2955_MARK LOGO: NCGS  
 EZ2955_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2955+STABILITY: SURFACE MOTION
 EZ2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2955+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2008
 EZ2955
 EZ2955  HISTORY     - Date     Condition        Report By
 EZ2955  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2955  HISTORY     - 1977     GOOD             NCGS
 EZ2955  HISTORY     - 20081003 GOOD             GEOCAC
 EZ2955
 EZ2955                          STATION DESCRIPTION
 EZ2955
 EZ2955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2955'BARBECUE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2955'THE VICINITY OF CUMNOCK, NORTH CAROLINA.
 EZ2955'
 EZ2955'BARBECUE IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF CUMNOCK AND
 EZ2955'6.2 MILES NORTHWEST OF SANFORD.  TO REACH STATION PROCEED FROM THE
 EZ2955'INTERSECTION OF US 1, 15 AND 501 BYPASS AND US 421, GO NORTH ON US
 EZ2955'421 FOR 3.55 MILES TO SR 1325, CONTINUE NORTH ON US 421 FOR 0.05 MILE
 EZ2955'TO STATION ON THE LEFT, APPROXIMATELY 3/4 OF THE WAY BETWEEN THE
 EZ2955'SECOND AND THIRD POWER POLE NORTH OF SR 1325, AND 0.45 MILE SOUTH
 EZ2955'OF SR 1400.
 EZ2955'
 EZ2955'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ2955'BARBECUE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2955'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2955'
 EZ2955'MARK IS--
 EZ2955'20.5 FEET SW OF C/L OF NC 421.
 EZ2955'15.2 FEET WSW OF ALUMINUM REF. TAG ON 4 INCH PINE.
 EZ2955'22.7 FEET SSW OF ALUMINUM REF. TAG ON 6 INCH PINE.
 EZ2955'98.3 FEET S OF ALUMINUM REF. TAG ON TP.
 EZ2955'26.5 FEET WNW OF ALUMINUM REF. TAG ON 3 INCH PINE.
 EZ2955
 EZ2955                          STATION RECOVERY (1977)
 EZ2955
 EZ2955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ2955'MARK WAS RECOVERED IN GOOD CONDITION. US 421 HAS BEEN REROUTED AND A
 EZ2955'NEW DESCRIPTION FOLLOWS-- TO REACH STATION FROM THE US 1 BYPASS BRIDGE
 EZ2955'OVER US 421 IN SANFORD, PROCEED NORTHWEST ALONG US 421 FOR 3.9 MILES
 EZ2955'TO THE INTERSECTION WITH SR 1384 (SOUTH) AND SR 1400 (NORTH), TURN
 EZ2955'LEFT AND CONTINUE SOUTHERLY ALONG SR 1384 FOR 0.55 MILES  TO STATION
 EZ2955'ON THE RIGHT IN SHOULDER, DIRECTLY IN FRONT OF A BRICK HOUSE, AND 0.05
 EZ2955'MILES NORTH OF THE T INTERSECTION WITH SR 1325 (SOUTHWEST). MARK IS
 EZ2955'19.9 FEET WEST-SOUTHWEST OF CENTERLINE OF SR 1384, 30.9 FEET NORTH-
 EZ2955'NORTHWEST OF NORTH END OF CONCRETE CULVERT, 98.8 FEET SOUTH-SOUTHWEST
 EZ2955'OF TELEPHONE POLE NUMBER C9 133 WITH ALUMINUM TAG, 22.0 FEET EAST-
 EZ2955'SOUTHEAST OF 6 INCH PINE WITH ALUMINUM TAG, AND 21.9 FEET NORTHEAST OF
 EZ2955'5 INCH PINE WITH ALUMINUM TAG.
 EZ2955
 EZ2955                          STATION RECOVERY (2008)
 EZ2955
 EZ2955'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ2955'RECOVERED IN FRONT OF HOUSE NUMBER 485. NOW RECESSED 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4960 ***********************************************************************
 EZ4960  DESIGNATION -  BARBECUE
 EZ4960  PID         -  EZ4960
 EZ4960  STATE/COUNTY-  NC/HARNETT
 EZ4960  USGS QUAD   -  ANDERSON CREEK (1981)
 EZ4960
 EZ4960                         *CURRENT SURVEY CONTROL
 EZ4960  ___________________________________________________________________
 EZ4960* NAD 83(2001)-  35 19 10.19544(N)    078 57 43.17738(W)     ADJUSTED  
 EZ4960* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 EZ4960  ___________________________________________________________________
 EZ4960  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 EZ4960  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 EZ4960  HORZ ORDER  -  SECOND
 EZ4960
 EZ4960.The horizontal coordinates were established by classical geodetic methods
 EZ4960.and adjusted by the National Geodetic Survey in August 2005.
 EZ4960
 EZ4960.The orthometric height was scaled from a topographic map.
 EZ4960
 EZ4960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4960
 EZ4960.The geoid height was determined by GEOID03.
 EZ4960
 EZ4960;                    North         East     Units Scale Factor Converg.
 EZ4960;SPC NC       -   174,105.182   613,056.766   MT  0.99987329   +0 01 19.0
 EZ4960;SPC NC       -   571,210.08  2,011,337.07   sFT  0.99987329   +0 01 19.0
 EZ4960;UTM  17      - 3,910,380.519   685,258.744   MT  1.00002297   +1 10 42.9
 EZ4960
 EZ4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4960!SPC NC       -   0.99998681  x   0.99987329  =   0.99986010
 EZ4960!UTM  17      -   0.99998681  x   1.00002297  =   1.00000978
 EZ4960
 EZ4960|---------------------------------------------------------------------|
 EZ4960| PID    Reference Object                     Distance      Geod. Az  |
 EZ4960|                                                           dddmmss.s |
 EZ4960| EZ6077 BARBECUE RM 1                        27.222 METERS 16005     |
 EZ4960| EZ6076 BARBECUE AZ MK                                     2420038.3 |
 EZ4960| EZ6078 BARBECUE RM 2                        30.590 METERS 24908     |
 EZ4960|---------------------------------------------------------------------|
 EZ4960
 EZ4960                          SUPERSEDED SURVEY CONTROL
 EZ4960
 EZ4960  NAD 83(1986)-  35 19 10.20113(N)    078 57 43.18093(W) AD(       ) 2
 EZ4960  NAD 27      -  35 19 09.63070(N)    078 57 44.08760(W) AD(       ) 2
 EZ4960
 EZ4960.Superseded values are not recommended for survey control.
 EZ4960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4960.See file dsdata.txt to determine how the superseded data were derived.
 EZ4960
 EZ4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8525910381(NAD 83)
 EZ4960_MARKER: DS = TRIANGULATION STATION DISK
 EZ4960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4960+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 EZ4960
 EZ4960  HISTORY     - Date     Condition        Report By
 EZ4960  HISTORY     - 1957     MONUMENTED       CGS
 EZ4960  HISTORY     - 1984     GOOD             USPSQD
 EZ4960  HISTORY     - 19971129 MARK NOT FOUND   USPSQD
 EZ4960  HISTORY     - 20050320 GOOD             GEOCAC
 EZ4960
 EZ4960                          STATION DESCRIPTION
 EZ4960
 EZ4960'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4960'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LILLINGTON AND
 EZ4960'ABOUT 7 MILES SOUTH OF MAMERS ON A HIGH RIDGE SOUTH OF
 EZ4960'BARBECUE SWAMP.  STATION IS 54 FEET NORTHEAST OF THE
 EZ4960'APPROXIMATE CENTER OF SAND ROAD, 33 FEET EAST OF TRIANGLE
 EZ4960'BLAZED PINE TREE AND 4 FEET SOUTH OF WITNESS POST.  THE MARK
 EZ4960'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BARBECUE 1957.
 EZ4960'
 EZ4960'REFERENCE MARK NO. 1 IS 13 FEET SOUTHWEST OF THE APPROXIMATE
 EZ4960'CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 EZ4960'DISK IS STAMPED BARBECUE NO 1 1957.
 EZ4960'
 EZ4960'REFERENCE MARK NO. 2 IS 14 FEET SOUTHWEST OF THE APPROXIMATE
 EZ4960'CENTER OF SAND ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EZ4960'DISK IS STAMPED BARBECUE NO 2 1957.
 EZ4960'
 EZ4960'AZIMUTH MARK IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF
 EZ4960'BLACKTOP ROAD, 13 FEET WEST OF THE APPROXIMATE CENTER OF TRACK
 EZ4960'ROAD AND 2.5 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 EZ4960'ABOUT 4 INCHES AND THE DISK IS STAMPED BARBECUE 1957.
 EZ4960'
 EZ4960'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 401 AND
 EZ4960'421 IN LILLINGTON GO SOUTH ON U.S. HIGHWAY 401 FOR 0.4 MILE TO
 EZ4960'JUNCTION OF STATE ROAD 27.  TURN RIGHT AND GO WEST ON STATE
 EZ4960'ROAD 27 FOR 0.55 MILE TO POINT WHERE STATE ROAD 27 TURNS
 EZ4960'LEFT.  TURN LEFT AND GO SOUTHWEST ON STATE ROAD 27 FOR 8.5
 EZ4960'MILES TO A SIDE ROAD LEFT, JUST AFTER CROSSING BRIDGE.  TURN
 EZ4960'LEFT AND GO 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON SAND
 EZ4960'ROAD AND GO 0.1 MILE TO TRIANGLE BLAZED PINE TREE AND STATION
 EZ4960'ON LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 EZ4960'RETURN 0.1 MILE TO BLACKTOP ROAD.  TURN LEFT AND GO 0.45
 EZ4960'MILE TO DRIVEWAY AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EZ4960'
 EZ4960'AZIMUTH MARK IS NOT V.G.
 EZ4960'
 EZ4960'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ4960
 EZ4960                          STATION RECOVERY (1984)
 EZ4960
 EZ4960'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ4960'BARBECUE 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ4960
 EZ4960                          STATION RECOVERY (1997)
 EZ4960
 EZ4960'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4960'MARK NOT FOUND.
 EZ4960
 EZ4960                          STATION RECOVERY (2005)
 EZ4960
 EZ4960'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EZ4960'THE STATION, BOTH RMS AND THE AZ MK WERE RECOVERED AND FOUND IN GOOD
 EZ4960'CONDITION.
 EZ4960' 
 EZ4960'TO REACH THE STATION FROM THE BRIDGE OVER THE UPPER LITTLE RIVER ON
 EZ4960'SR-27 APPROX. 9 MILES WSW OF LILLINGTON NC, CONTINUE WSW ON SR-27 FOR
 EZ4960'0.10 MILES TO INTERSECTION WITH SR-1117 (NURSERY RD.). TURN LEFT AND
 EZ4960'FOLLOW SR-1117 (SSW) FOR 1.6 MILES TO A DIRT ROAD LEFT LEADING INTO
 EZ4960'THE WOODS (H/H GPS COORDS. 35 19 08.1(N)  078 57 54.4(W) (NAD 83)
 EZ4960'WHICH IS ACROSS THE ROAD FROM A BRICK HOME NUMBERED 1610.
 EZ4960' 
 EZ4960'THE DIRT ROAD ENTRANCE POINT HAS A TELEPHONE POLE IN THE CENTER
 EZ4960'SPLITTING THE ACCESS AND A GATE AT THE WOODLINE (NOT IN USE). A FIRE
 EZ4960'HYDRANT AND MAILBOX FOR HOME AT 1610 NURSERY ROAD ARE LOCATED NEARBY.
 EZ4960' 
 EZ4960' 
 EZ4960'FOLLOW THE DIRT ROAD (VERY SHORT DISTANCE) THROUGH THE GATE, OVER A
 EZ4960'SLIGHT RISE TO A Y-JUNCTION. (FROM HERE ON IF DRIVING, A STRONG SUV OR
 EZ4960'4X4 IS RECOMMENDED). TAKE THE LEFT FORK AND CONTINUE UP TO THE RIDGE
 EZ4960'PASSING THROUGH A CURVE RIGHT TO THE STATION ON THE LEFT AND RM'S ON
 EZ4960'THE RIGHT (APPROX. 250 FT PAST THE CURVE).
 EZ4960' 
 EZ4960'STATION AND RM'S WERE FOUND AS DESCRIBED WHEN MONUMENTED IN 1957
 EZ4960'EXCEPT THAT THE WITNESS POST AND TRIANGLE-BLAZED TREE ARE GONE.
 EZ4960' 
 EZ4960'RM1 H/H GPS COORDS. 35 19 09.4(N)  078 57 42.8(W) NAD 83.
 EZ4960'RM2 H/H GPS COORDS. 35 19 09.9(N)  078 57 44.4(W) NAD 83.
 EZ4960' 
 EZ4960'TO REACH THE AZ MK RETURN TO SR-1117, TURN LEFT AND FOLLOW FOR JUST
 EZ4960'OVER 0.30 MILES TO A DIRT DRIVE ON THE RIGHT LEADING TO A BRICK HOME
 EZ4960'ON NURSERY RD. NUMBERED 1912. AZ MK IS AT A FENCE LINE, 42 FT (NW) OF
 EZ4960'SR-1117 CL, 16 FT (WSW) OF DIRT DRIVEWAY CL AND PROJECTS 3 INCHES.
 EZ4960'H/H GPS COORDS. 35 18 57.5(N)  078 58 12.5(W) NAD 83.
 EZ4960' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2975 ***********************************************************************
 EB2975  DESIGNATION -  BARBEE
 EB2975  PID         -  EB2975
 EB2975  STATE/COUNTY-  NC/RICHMOND
 EB2975  USGS QUAD   -  ROCKINGHAM (1982)
 EB2975
 EB2975                         *CURRENT SURVEY CONTROL
 EB2975  ___________________________________________________________________
 EB2975* NAD 83(2001)-  34 57 20.11486(N)    079 49 46.81160(W)     ADJUSTED  
 EB2975* NAVD 88     -       122.8    (meters)     403.     (feet)  VERTCON   
 EB2975  ___________________________________________________________________
 EB2975  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EB2975  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 EB2975  HORZ ORDER  -  SECOND
 EB2975
 EB2975.The horizontal coordinates were established by classical geodetic methods
 EB2975.and adjusted by the National Geodetic Survey in August 2005.
 EB2975
 EB2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2975
 EB2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2975
 EB2975.The geoid height was determined by GEOID03.
 EB2975
 EB2975;                    North         East     Units Scale Factor Converg.
 EB2975;SPC NC       -   134,052.709   533,830.805   MT  0.99988587   -0 28 43.9
 EB2975;SPC NC       -   439,804.60  1,751,409.90   sFT  0.99988587   -0 28 43.9
 EB2975;UTM  17      - 3,868,743.211   606,854.804   MT  0.99974072   +0 40 14.1
 EB2975
 EB2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2975!SPC NC       -   0.99998559  x   0.99988587  =   0.99987146
 EB2975!UTM  17      -   0.99998559  x   0.99974072  =   0.99972631
 EB2975
 EB2975:                Primary Azimuth Mark                     Grid Az
 EB2975:SPC NC       -  CABLE                                    074 27 19.9
 EB2975:UTM  17      -  CABLE                                    073 18 21.9
 EB2975
 EB2975|---------------------------------------------------------------------|
 EB2975| PID    Reference Object                     Distance      Geod. Az  |
 EB2975|                                                           dddmmss.s |
 EB2975| EB2977 CABLE                               439.336 METERS 0735836.0 |
 EB2975| EB2986 POWER                               APPROX. 1.4 KM 3144311.0 |
 EB2975|---------------------------------------------------------------------|
 EB2975
 EB2975                          SUPERSEDED SURVEY CONTROL
 EB2975
 EB2975  NAD 83(1986)-  34 57 20.12038(N)    079 49 46.81941(W) AD(       ) 2
 EB2975  NAD 27      -  34 57 19.56514(N)    079 49 47.62124(W) AD(       ) 2
 EB2975  NGVD 29 (07/19/86)  123.1    (m)          404.     (f) VERT ANG    3  
 EB2975
 EB2975.Superseded values are not recommended for survey control.
 EB2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2975.See file dsdata.txt to determine how the superseded data were derived.
 EB2975
 EB2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0685568743(NAD 83)
 EB2975_MARKER: DE = TRAVERSE STATION DISK
 EB2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2975_STAMPING: BARBEE 1970
 EB2975_MARK LOGO: NCGS  
 EB2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2975+STABILITY: SURFACE MOTION
 EB2975
 EB2975  HISTORY     - Date     Condition        Report By
 EB2975  HISTORY     - 1970     MONUMENTED       NCGS
 EB2975
 EB2975                          STATION DESCRIPTION
 EB2975
 EB2975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2975'BARBEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2975'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2975'
 EB2975'BARBEE IS LOCATED APPROXIMATELY 3.8 MILES WNW OF ROCKINGHAM AND 2.7
 EB2975'MILES NORTH OF CORDOVA.  TO REACH STATION PROCEED FROM THE
 EB2975'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF
 EB2975'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO INTERSECTION OF US
 EB2975'74 AND SR 1140, CONTINUE WEST ON US 74 FOR 0.4 MILE TO STATION ON
 EB2975'RIGHT, UNDER HIGH TENSION POWER LINE AND APPROXIMATELY 200 FEET WEST
 EB2975'OF ENTRANCE TO BARBEES ANTIQUE SHOP, AND 2.3 MILES WEST OF
 EB2975'BRIDGE ON US 74 OVER THE PEE DEE RIVER.
 EB2975'
 EB2975'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBEE
 EB2975'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2975'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2975'
 EB2975'MARK IS
 EB2975'
 EB2975'17.0 FEET N OF C/L OF US 74.
 EB2975'83.2 FEET SW OF ALUMINUM REF. TAG ON PP NO. 5.
 EB2975'98.6 FEET SW OF ALUMINUM REF. TAG ON PP WITH GUY WIRE.
 EB2975'88.4 FEET SSW OF ALUMINUM REF. TAG ON 20 INCH PINE TREE.
 EB2975'75.8 FEET S OF ALUMINUM REF. TAG ON 20 INCH PINE TREE.
 EB2975'154.0 FEET E OF TELEPHONE JUNCTION SERVICE BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2904 ***********************************************************************
 EA2904  DESIGNATION -  BARBEE
 EA2904  PID         -  EA2904
 EA2904  STATE/COUNTY-  NC/ONSLOW
 EA2904  USGS QUAD   -  CATHERINE LAKE (1980)
 EA2904
 EA2904                         *CURRENT SURVEY CONTROL
 EA2904  ___________________________________________________________________
 EA2904* NAD 83(2001)-  34 51 03.83407(N)    077 34 16.81113(W)     ADJUSTED  
 EA2904* NAVD 88     -        24.58   (+/-2cm)      80.6    (feet)  VERTCON   
 EA2904  ___________________________________________________________________
 EA2904  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EA2904  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 EA2904  HORZ ORDER  -  SECOND
 EA2904  VERT ORDER  -  THIRD ? (See Below)
 EA2904
 EA2904.The horizontal coordinates were established by classical geodetic methods
 EA2904.and adjusted by the National Geodetic Survey in August 2005.
 EA2904
 EA2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2904.The vertical order pertains to the NGVD 29 superseded value.
 EA2904
 EA2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2904
 EA2904.The geoid height was determined by GEOID03.
 EA2904
 EA2904;                    North         East     Units Scale Factor Converg.
 EA2904;SPC NC       -   123,081.807   740,239.192   MT  0.99989689   +0 49 28.5
 EA2904;SPC NC       -   403,810.90  2,428,601.42   sFT  0.99989689   +0 49 28.5
 EA2904;UTM  18      - 3,859,542.650   264,909.343   MT  1.00028123   -1 28 12.2
 EA2904
 EA2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2904!SPC NC       -   1.00000192  x   0.99989689  =   0.99989881
 EA2904!UTM  18      -   1.00000192  x   1.00028123  =   1.00028315
 EA2904
 EA2904:                Primary Azimuth Mark                     Grid Az
 EA2904:SPC NC       -  GUM                                      027 16 04.0
 EA2904:UTM  18      -  GUM                                      029 33 44.7
 EA2904
 EA2904|---------------------------------------------------------------------|
 EA2904| PID    Reference Object                     Distance      Geod. Az  |
 EA2904|                                                           dddmmss.s |
 EA2904| EA2905 GUM                                 APPROX. 0.5 KM 0280532.5 |
 EA2904|---------------------------------------------------------------------|
 EA2904
 EA2904                          SUPERSEDED SURVEY CONTROL
 EA2904
 EA2904  NAD 83(1986)-  34 51 03.84309(N)    077 34 16.82218(W) AD(       ) 2
 EA2904  NAD 27      -  34 51 03.24784(N)    077 34 17.93655(W) AD(       ) 2
 EA2904  NGVD 29 (07/19/86)   24.90   (m)           81.7    (f) LEVELING    3  
 EA2904
 EA2904.Superseded values are not recommended for survey control.
 EA2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2904.See file dsdata.txt to determine how the superseded data were derived.
 EA2904
 EA2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6490959543(NAD 83)
 EA2904_MARKER: DE = TRAVERSE STATION DISK
 EA2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2904_STAMPING: BARBEE 1968
 EA2904_MARK LOGO: NCGS  
 EA2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2904+STABILITY: SURFACE MOTION
 EA2904
 EA2904  HISTORY     - Date     Condition        Report By
 EA2904  HISTORY     - 1968     MONUMENTED       NCGS
 EA2904  HISTORY     - 1977     GOOD             NGS
 EA2904
 EA2904                          STATION DESCRIPTION
 EA2904
 EA2904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2904'BARBEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2904'IN THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA2904'
 EA2904'BARBEE IS LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF
 EA2904'RICHLANDS.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EA2904'OF SR 1229 WITH NC 24 AND U.S. 258, GO NORTHWEST ON SR 1229
 EA2904'FOR 0.7 MILES TO INTERSECTION OF SR 1221, TURN LEFT (SW) ON
 EA2904'SR 1221 FOR 1.5 MILES TO INTERSECTION OF SR 1222 WITH SR 1221,
 EA2904'AND STATION.  WHICH IS IN THE NORTHEAST QUADRANT OF
 EA2904'INTERSECTION.
 EA2904'
 EA2904'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2904'BARBEE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA2904'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA2904'
 EA2904'MARK IS
 EA2904'
 EA2904'38.3 FT SSE OF C/L OF SR 1221
 EA2904'
 EA2904'55.6 FT ESE OF C/L OF INTERSECTION OF SR 1222 AND SR 1221
 EA2904'
 EA2904'38.0 FT ENE OF C/L OF SR 1222
 EA2904'
 EA2904'74.0 FT SSE OF 8 INCH PINE ON NW SIDE OF SR 1221, AND WITH
 EA2904'ALUMINUM REF. TAG
 EA2904'
 EA2904'29.4 FT NE OF 4X4 POST WITH STOP SIGN ON NE SIDE OF SR 1222,
 EA2904'AND WITH ALUMINUM REF. TAG
 EA2904'
 EA2904'90.3 FT NE OF TP ON W SIDE OF SR 1222, AND WITH ALUMINUM REF. TAG
 EA2904
 EA2904                          STATION RECOVERY (1977)
 EA2904
 EA2904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 EA2904'BARBEE WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 EA2904'
 EA2904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA2904'BARBEE IS LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF RICHLANDS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5453 ***********************************************************************
 EZ5453  DESIGNATION -  BARBEE RESET
 EZ5453  PID         -  EZ5453
 EZ5453  STATE/COUNTY-  NC/DURHAM
 EZ5453  USGS QUAD   -  GREEN LEVEL (1993)
 EZ5453
 EZ5453                         *CURRENT SURVEY CONTROL
 EZ5453  ___________________________________________________________________
 EZ5453* NAD 83(2001)-  35 52 06.30589(N)    078 53 40.35710(W)     ADJUSTED  
 EZ5453* NAVD 88     -       107.97   (+/-2cm)     354.2    (feet)  VERTCON   
 EZ5453  ___________________________________________________________________
 EZ5453  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 EZ5453  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ5453  HORZ ORDER  -  SECOND
 EZ5453  VERT ORDER  -  THIRD ? (See Below)
 EZ5453
 EZ5453.The horizontal coordinates were established by classical geodetic methods
 EZ5453.and adjusted by the National Geodetic Survey in August 2005.
 EZ5453
 EZ5453.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5453.The vertical order pertains to the NGVD 29 superseded value.
 EZ5453
 EZ5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5453
 EZ5453.The geoid height was determined by GEOID03.
 EZ5453
 EZ5453;                    North         East     Units Scale Factor Converg.
 EZ5453;SPC NC       -   235,006.582   619,124.660   MT  0.99993040   +0 03 39.1
 EZ5453;SPC NC       -   771,017.43  2,031,244.82   sFT  0.99993040   +0 03 39.1
 EZ5453;UTM  17      - 3,971,401.220   690,088.028   MT  1.00004526   +1 14 02.4
 EZ5453
 EZ5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5453!SPC NC       -   0.99998803  x   0.99993040  =   0.99991843
 EZ5453!UTM  17      -   0.99998803  x   1.00004526  =   1.00003329
 EZ5453
 EZ5453|---------------------------------------------------------------------|
 EZ5453| PID    Reference Object                     Distance      Geod. Az  |
 EZ5453|                                                           dddmmss.s |
 EZ5453| EZ5454 BARBEE RM 1 AZIMUTH                 233.449 METERS 05322     |
 EZ5453| EZ6079 BARBEE RM 2                          21.450 METERS 05608     |
 EZ5453| AE7396 CARPENTER RESET                     APPROX. 4.9 KM 1545744.7 |
 EZ5453| EZ6080 BARBEE RM 3                          19.070 METERS 17311     |
 EZ5453|---------------------------------------------------------------------|
 EZ5453
 EZ5453                          SUPERSEDED SURVEY CONTROL
 EZ5453
 EZ5453  NAD 83(1986)-  35 52 06.31052(N)    078 53 40.36758(W) AD(       ) 2
 EZ5453  NAD 27      -  35 52 05.78506(N)    078 53 41.34568(W) AD(       ) 2
 EZ5453  NGVD 29 (07/19/86)  108.22   (m)          355.1    (f) LEVELING    3  
 EZ5453
 EZ5453.Superseded values are not recommended for survey control.
 EZ5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5453.See file dsdata.txt to determine how the superseded data were derived.
 EZ5453
 EZ5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9008871401(NAD 83)
 EZ5453_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5453_STAMPING: BARBEE 1933 1982
 EZ5453_MARK LOGO: NGS   
 EZ5453_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5453+STABILITY: SURFACE MOTION
 EZ5453
 EZ5453  HISTORY     - Date     Condition        Report By
 EZ5453  HISTORY     - 1982     MONUMENTED       NGS
 EZ5453  HISTORY     - 1987     GOOD             USPSQD
 EZ5453  HISTORY     - 20060402 POOR             GEOCAC
 EZ5453
 EZ5453                          STATION DESCRIPTION
 EZ5453
 EZ5453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EZ5453'THE UNDERGROUND STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN
 EZ5453'GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT WAS NOT FOUND.
 EZ5453'REFERENCE MARK 2 WAS RECOVERED LEANING BADLY AND WAS NOT USUABLE.  THE
 EZ5453'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.008 METER.
 EZ5453'(0.026 FT) HOWEVER, WHEN THE MARK WAS MEASURED IN 1933, IT WAS
 EZ5453'MEASURED TO THE NEAREST CENTIMETER ONLY.  A NEW SURFACE STATION MARK
 EZ5453'AND REFERENCE MARK 4 WERE SET AT THIS TIME.  NO SUITABLE LOCATION WAS
 EZ5453'FOUND FOR AN AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 EZ5453'STATION IS LOCATED ABOUT 15.2 KM (9.45 MI) SOUTH OF DURHAM, 50 YARDS
 EZ5453'NORTH OF THE DURHAM WAKE COUNTY LINE AND IN THE NORTHWEST ANGLE OF AN
 EZ5453'INTERSECTION.  PROPERTY OWNED BY TRIANGLE BRICK COMPANY.  TO REACH THE
 EZ5453'STATION FROM THE INTERSECTION OF STATE ROUTE 54 AND 55 WHICH IS ABOUT
 EZ5453'7 MILES (11.3 KM) SOUTH OF DURHAM, GO SOUTHERLY ON STATE 55 FOR 2.3
 EZ5453'MILES (3.7 KM) TO CROSS ROADS.  TURN RIGHT AND GO SOUTHWESTERLY ON SR
 EZ5453'1945 FOR 0.25 MILE (0.40 KM) TO A CROSSROADS, AND METAL GATE AND THE
 EZ5453'STATION ON THE RIGHT.
 EZ5453' 
 EZ5453'THE STATION IS A STANDARD NGS DISK STAMPED--BARBEE 1933 1982--, SET
 EZ5453'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 34 CM IN DIAMETER, FLUSH
 EZ5453'WITH GROUND.  THE STATION IS LOCATED 4.61 METERS (15.12 FT) NORTH
 EZ5453'NORTHWEST FROM THE NORTH-MOST METAL GATE POST TO ROCK QUARRY, 7.64
 EZ5453'METERS (25.07 FT) WEST NORTHWEST FROM A POWERLINE POLE WITH AN
 EZ5453'ALUMINUM REFERENCE TAG, 16.15 METERS (52.99 FT) NORTHWEST FROM THE
 EZ5453'CENTRELINE OF SR 1945, 9.30 METERS (30.51 FT) NORTHEAST FROM THE
 EZ5453'CENTER OF PRIVATE ROAD, 0.68 METERS (2.23 FT) SOUTH FROM A METAL
 EZ5453'WITNESS POST.
 EZ5453' 
 EZ5453'REFERENCE MARK NO 3, IS A STANDARD CGS DISK STAMPED-- BARBEE NO 3
 EZ5453'1933--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 EZ5453'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EZ5453'8.32 METERS (27.30 FT) SOUTHWEST FROM THE CENTER OF THE PRIVATE ROAD,
 EZ5453'14.82 METERS (48.62 FT) SOUTH FROM THE NORTH MOST GATE POST, 5.40
 EZ5453'METERS (17.72 FT) NORTHWEST FROM THE CENTERLINE OF SR 1945.
 EZ5453' 
 EZ5453'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--BARBEE 1933 NO 4
 EZ5453'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 EZ5453'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.71 METERS
 EZ5453'(25.30 FT) SOUTHEAST FROM THE CENTERLINE OF SR 1945, 4.42 METERS
 EZ5453'(14.50 FT) NORTH FROM A WOODEN GATE POST WITH A REFERENCE TAG, 8.95
 EZ5453'METERS (29.36 FT) NORTHEAST FROM THE CENTER OF A PRIVATE ROAD.
 EZ5453
 EZ5453                          STATION RECOVERY (1987)
 EZ5453
 EZ5453'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ5453'RECOVERED IN GOOD CONDITION.
 EZ5453
 EZ5453                          STATION RECOVERY (2006)
 EZ5453
 EZ5453'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ5453'THE STATION WAS RESET IN 1982. I VISITED THE SITE AND FOUND THE RESET
 EZ5453'MONUMENT TILTED FORTY-FIVE DEGREES TO THE EAST. REFERENCE MARKS 1, 2
 EZ5453'AND 3 WERE NOT SEARCHED FOR. FOR RM 4, THE ALUMINUM REF TAGS WERE
 EZ5453'OBSERVED AS DESCRIBED. A METAL DETECTOR SCAN SUGGESTS THAT RM 4 IS
 EZ5453'RECESSED UNDER SEVERAL INCHES OF PACKED GRAVEL IN A TRUCK TURN-OUT
 EZ5453'AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5454 ***********************************************************************
 EZ5454  DESIGNATION -  BARBEE RM 1 AZIMUTH
 EZ5454  PID         -  EZ5454
 EZ5454  STATE/COUNTY-  NC/DURHAM
 EZ5454  USGS QUAD   -  GREEN LEVEL (1993)
 EZ5454
 EZ5454                         *CURRENT SURVEY CONTROL
 EZ5454  ___________________________________________________________________
 EZ5454* NAD 83(2001)-  35 52 10.82493(N)    078 53 32.89129(W)     ADJUSTED  
 EZ5454* NAVD 88     -       102.44   (+/-2cm)     336.1    (feet)  VERTCON   
 EZ5454  ___________________________________________________________________
 EZ5454  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 EZ5454  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ5454  HORZ ORDER  -  SECOND
 EZ5454  VERT ORDER  -  THIRD ? (See Below)
 EZ5454
 EZ5454.The horizontal coordinates were established by classical geodetic methods
 EZ5454.and adjusted by the National Geodetic Survey in August 2005.
 EZ5454
 EZ5454.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5454.The vertical order pertains to the NGVD 29 superseded value.
 EZ5454
 EZ5454.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5454
 EZ5454.The geoid height was determined by GEOID03.
 EZ5454
 EZ5454;                    North         East     Units Scale Factor Converg.
 EZ5454;SPC NC       -   235,146.055   619,311.791   MT  0.99993063   +0 03 43.4
 EZ5454;SPC NC       -   771,475.02  2,031,858.77   sFT  0.99993063   +0 03 43.4
 EZ5454;UTM  17      - 3,971,544.512   690,272.285   MT  1.00004613   +1 14 07.0
 EZ5454
 EZ5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5454!SPC NC       -   0.99998890  x   0.99993063  =   0.99991953
 EZ5454!UTM  17      -   0.99998890  x   1.00004613  =   1.00003503
 EZ5454
 EZ5454|---------------------------------------------------------------------|
 EZ5454| PID    Reference Object                     Distance      Geod. Az  |
 EZ5454|                                                           dddmmss.s |
 EZ5454| EZ5457 CINDER                              370.603 METERS 01653     |
 EZ5454| EZ5456 BRICK                                77.611 METERS 16236     |
 EZ5454| EZ5453 BARBEE RESET                        233.449 METERS 23322     |
 EZ5454|---------------------------------------------------------------------|
 EZ5454
 EZ5454                          SUPERSEDED SURVEY CONTROL
 EZ5454
 EZ5454  NAD 83(1986)-  35 52 10.83038(N)    078 53 32.90037(W) AD(       ) 2
 EZ5454  NAD 27      -  35 52 10.30443(N)    078 53 33.87969(W) AD(       ) 2
 EZ5454  NGVD 29 (07/19/86)  102.69   (m)          336.9    (f) LEVELING    3  
 EZ5454
 EZ5454.Superseded values are not recommended for survey control.
 EZ5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5454.See file dsdata.txt to determine how the superseded data were derived.
 EZ5454
 EZ5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9027271545(NAD 83)
 EZ5454_MARKER: DR = REFERENCE MARK DISK
 EZ5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ5454_STAMPING: BARBEE NO 1 1933
 EZ5454_MARK LOGO: CGS   
 EZ5454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5454+STABILITY: SURFACE MOTION
 EZ5454
 EZ5454  HISTORY     - Date     Condition        Report By
 EZ5454  HISTORY     - 1962     MONUMENTED       NCGS
 EZ5454  HISTORY     - 1986     GOOD             USPSQD
 EZ5454  HISTORY     - 1987     POOR             USPSQD
 EZ5454
 EZ5454                          STATION DESCRIPTION
 EZ5454
 EZ5454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962
 EZ5454'BARBEE NO. 1 IS 11 PACES SOUTH OF CENTER LINE OF PAVED ROAD, 44
 EZ5454'PACES WEST-SOUTHWEST OF CURVE IN ROAD AT GUYED TELEPHONE POLE, AND
 EZ5454'APPROXIMATELY 200 YARDS FROM STATION N 53 DEG 22 MIN E.
 EZ5454'THIS MARK IS NOT VISIBLE FROM GROUND.
 EZ5454
 EZ5454                          STATION RECOVERY (1986)
 EZ5454
 EZ5454'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ5454'RECOVERED IN GOOD CONDITION.
 EZ5454
 EZ5454                          STATION RECOVERY (1987)
 EZ5454
 EZ5454'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ5454'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4784 ***********************************************************************
 DG4784  DESIGNATION -  BARBEE RM 4
 DG4784  PID         -  DG4784
 DG4784  STATE/COUNTY-  NC/DURHAM
 DG4784  USGS QUAD   -  GREEN LEVEL (1993)
 DG4784
 DG4784                         *CURRENT SURVEY CONTROL
 DG4784  ___________________________________________________________________
 DG4784* NAD 83(2007)-  35 52 06.06433(N)    078 53 39.43885(W)     ADJUSTED  
 DG4784* NAVD 88     -       109.2    (meters)     358.     (feet)  GPS OBS   
 DG4784  ___________________________________________________________________
 DG4784  EPOCH DATE  -        2002.00
 DG4784  X           -     996,736.895 (meters)                     COMP
 DG4784  Y           -  -5,077,731.108 (meters)                     COMP
 DG4784  Z           -   3,716,409.559 (meters)                     COMP
 DG4784  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 DG4784  ELLIP HEIGHT-          77.517 (meters)          (02/10/07) ADJUSTED
 DG4784  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 DG4784
 DG4784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4784  Type    PID    Designation                      North   East  Ellip
 DG4784  -------------------------------------------------------------------
 DG4784  NETWORK DG4784 BARBEE RM 4                       0.29   0.27   1.12
 DG4784  -------------------------------------------------------------------
 DG4784
 DG4784.The horizontal coordinates were established by GPS observations
 DG4784.and adjusted by the National Geodetic Survey in February 2007.
 DG4784
 DG4784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4784.The horizontal coordinates are valid at the epoch date displayed above.
 DG4784.The epoch date for horizontal control is a decimal equivalence
 DG4784.of Year/Month/Day.
 DG4784
 DG4784.The orthometric height was determined by GPS observations and a
 DG4784.high-resolution geoid model.
 DG4784
 DG4784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4784
 DG4784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4784
 DG4784.The ellipsoidal height was determined by GPS observations
 DG4784.and is referenced to NAD 83.
 DG4784
 DG4784.The geoid height was determined by GEOID03.
 DG4784
 DG4784;                    North         East     Units Scale Factor Converg.
 DG4784;SPC NC       -   234,999.162   619,147.702   MT  0.99993038   +0 03 39.6
 DG4784;SPC NC       -   770,993.08  2,031,320.42   sFT  0.99993038   +0 03 39.6
 DG4784;UTM  17      - 3,971,394.272   690,111.220   MT  1.00004537   +1 14 03.0
 DG4784
 DG4784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4784!SPC NC       -   0.99998783  x   0.99993038  =   0.99991821
 DG4784!UTM  17      -   0.99998783  x   1.00004537  =   1.00003320
 DG4784
 DG4784                          SUPERSEDED SURVEY CONTROL
 DG4784
 DG4784  NAD 83(2001)-  35 52 06.06456(N)    078 53 39.43878(W) AD(       ) 1
 DG4784  ELLIP H (03/22/04)   77.514  (m)                       GP(       ) 5 1
 DG4784  NAD 83(1986)-  35 52 06.06877(N)    078 53 39.44817(W) AD(       ) 1
 DG4784
 DG4784.Superseded values are not recommended for survey control.
 DG4784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4784.See file dsdata.txt to determine how the superseded data were derived.
 DG4784
 DG4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9011171394(NAD 83)
 DG4784_MARKER: DR = REFERENCE MARK DISK
 DG4784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4784_STAMPING: BARBEE 1933 NO 4 1982
 DG4784_MARK LOGO: NGS   
 DG4784_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4784+STABILITY: SURFACE MOTION
 DG4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4784+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 DG4784
 DG4784  HISTORY     - Date     Condition        Report By
 DG4784  HISTORY     - 1982     MONUMENTED       NGS
 DG4784  HISTORY     - 20031202 GOOD             NCGS
 DG4784  HISTORY     - 20060824 GOOD             USPSQD
 DG4784
 DG4784                          STATION DESCRIPTION
 DG4784
 DG4784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 DG4784'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--BARBEE 1933 NO 4
 DG4784'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 DG4784'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.71 METERS
 DG4784'(25.30 FT) SOUTHEAST FROM THE CENTERLINE OF SR 1945, 4.42 METERS
 DG4784'(14.50 FT) NORTH FROM A WOODEN GATE POST WITH A REFERENCE TAG, 8.95
 DG4784'METERS (29.36 FT) NORTHEAST FROM THE CENTER OF A PRIVATE ROAD.
 DG4784
 DG4784                          STATION RECOVERY (2003)
 DG4784
 DG4784'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 DG4784'STATION IS LOCATED ABOUT 9.45 MI (15.21 KM) SOUTH OF DURHAM AND
 DG4784'APPROXIMATELY 50 YARDS NORTH OF THE DURHAM-WAKE COUNTY LINE.PROCEED
 DG4784'ALONG NC 55 FOR 2.6 MI (4.2 KM) SOUTH FROM I-40 (EXIT 278) TO SR 1945
 DG4784'(ALSTON AVENUE), THENCE SOUTHWEST ALONG SR 1945 FOR 0.25 MI (0.40 KM)
 DG4784'TO A PRIVATE ROAD INTERSECTION AND THE STATION, IN THE EASTERN
 DG4784'QUADRANT.MARK IS RECESSED 1-INCH BELOW THE GROUND AND IS ABOUT LEVEL
 DG4784'WITH SR 1945. LOCATED 25.3 FT (7.7 M) SOUTHEAST OF THE CENTERLINE OF
 DG4784'SR 1945, 29.4 FT (9.0 M) NORTHEAST OF THE CENTER OF THE PRIVATE ROAD,
 DG4784'79.4 FT (24.2 M) EAST-SOUTHEAST OF NGS STATION---BARBEE RESET
 DG4784'1982---AND 14.5 FT (4.4 M) NORTH OF A WOODEN GATE POST WITH REFERENCE
 DG4784'TAG.
 DG4784
 DG4784                          STATION RECOVERY (2006)
 DG4784
 DG4784'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG4784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2236 ***********************************************************************
 EZ2236  HT_MOD      -  This is a Height Modernization Survey Station.
 EZ2236  DESIGNATION -  BARBER
 EZ2236  PID         -  EZ2236
 EZ2236  STATE/COUNTY-  NC/WAKE
 EZ2236  USGS QUAD   -  ANGIER (1993)
 EZ2236
 EZ2236                         *CURRENT SURVEY CONTROL
 EZ2236  ___________________________________________________________________
 EZ2236* NAD 83(2007)-  35 35 02.87376(N)    078 40 36.77224(W)     ADJUSTED  
 EZ2236* NAVD 88     -       103.59   (meters)     339.9    (feet)  GPS OBS   
 EZ2236  ___________________________________________________________________
 EZ2236  EPOCH DATE  -        2002.00
 EZ2236  X           -   1,019,611.330 (meters)                     COMP
 EZ2236  Y           -  -5,091,962.535 (meters)                     COMP
 EZ2236  Z           -   3,690,804.345 (meters)                     COMP
 EZ2236  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 EZ2236  ELLIP HEIGHT-          70.514 (meters)          (05/29/07) ADJUSTED
 EZ2236  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 EZ2236  HORZ ORDER  -  FIRST
 EZ2236  ELLP ORDER  -  FOURTH    CLASS II
 EZ2236
 EZ2236.The horizontal coordinates were established by GPS observations
 EZ2236.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 EZ2236
 EZ2236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2236.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2236.The epoch date for horizontal control is a decimal equivalence
 EZ2236.of Year/Month/Day.
 EZ2236
 EZ2236.The orthometric height was determined by GPS observations and a
 EZ2236.high-resolution geoid model.
 EZ2236.The orthometric height was determined by GPS observations and a
 EZ2236.high-resolution geoid model using precise GPS observation and
 EZ2236.processing techniques. It supersedes the leveled height previously
 EZ2236.determined for this station.
 EZ2236
 EZ2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2236
 EZ2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2236
 EZ2236.The ellipsoidal height was determined by GPS observations
 EZ2236.and is referenced to NAD 83.
 EZ2236
 EZ2236.The geoid height was determined by GEOID03.
 EZ2236
 EZ2236;                    North         East     Units Scale Factor Converg.
 EZ2236;SPC NC       -   203,509.359   638,883.702   MT  0.99988936   +0 11 11.4
 EZ2236;SPC NC       -   667,680.29  2,096,070.95   sFT  0.99988936   +0 11 11.4
 EZ2236;UTM  17      - 3,940,308.078   710,489.704   MT  1.00014601   +1 21 08.3
 EZ2236
 EZ2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2236!SPC NC       -   0.99998893  x   0.99988936  =   0.99987829
 EZ2236!UTM  17      -   0.99998893  x   1.00014601  =   1.00013494
 EZ2236
 EZ2236:                Primary Azimuth Mark                     Grid Az
 EZ2236:SPC NC       -  MT PLEASANT                              095 30 14.5
 EZ2236:UTM  17      -  MT PLEASANT                              094 20 17.6
 EZ2236
 EZ2236|---------------------------------------------------------------------|
 EZ2236| PID    Reference Object                     Distance      Geod. Az  |
 EZ2236|                                                           dddmmss.s |
 EZ2236| EZ2235 MT PLEASANT                         481.952 METERS 0954125.9 |
 EZ2236|---------------------------------------------------------------------|
 EZ2236
 EZ2236                          SUPERSEDED SURVEY CONTROL
 EZ2236
 EZ2236  NAD 83(2001)-  35 35 02.87470(N)    078 40 36.77192(W) AD(       ) 2
 EZ2236  NAD 83(1986)-  35 35 02.87690(N)    078 40 36.78132(W) AD(       ) 2
 EZ2236  NAD 27      -  35 35 02.31543(N)    078 40 37.74860(W) AD(       ) 2
 EZ2236  NAVD 88 (06/15/91)  103.672  (m)          340.13   (f) ADJUSTED    2 2
 EZ2236  NGVD 29 (??/??/92)  103.932  (m)          340.98   (f) ADJ UNCH    2 2
 EZ2236
 EZ2236.Superseded values are not recommended for survey control.
 EZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2236.See file dsdata.txt to determine how the superseded data were derived.
 EZ2236
 EZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1049040308(NAD 83)
 EZ2236_MARKER: DE = TRAVERSE STATION DISK
 EZ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2236_STAMPING: BARBER 1976
 EZ2236_MARK LOGO: NCGS  
 EZ2236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2236+STABILITY: SURFACE MOTION
 EZ2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2236+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 EZ2236
 EZ2236  HISTORY     - Date     Condition        Report By
 EZ2236  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2236  HISTORY     - 1976     GOOD             NCGS
 EZ2236  HISTORY     - 20060407 GOOD             NCGS
 EZ2236
 EZ2236                          STATION DESCRIPTION
 EZ2236
 EZ2236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2236'BARBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2236'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA.
 EZ2236'
 EZ2236'BARBER IS LOCATED APPROXIMATELY 3.2 MILES EAST OF WILLOW SPRINGS
 EZ2236'AND 9.5 MILES SSW OF GARNER.  TO REACH STATION FROM INTERSECTION
 EZ2236'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED
 EZ2236'WESTERLY ALONG NC 42 FOR 4.5 MILES TO STATION ON LEFT, IN
 EZ2236'NORTHWEST YARD OF A. BARBERS TWO STORY WHITE FRAME RESIDENCE,
 EZ2236'NEAR A WHITE FENCE, 0.05 MILE WEST OF T INTERSECTION WITH SR2747
 EZ2236'(S) AND 0.9 MILE SOUTHEAST OF BLALOCKS CROSSROADS.
 EZ2236'
 EZ2236'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2236'BARBER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2236'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2236'
 EZ2236'MARK IS 30.2 FT SSW OF C/L OF NC 42
 EZ2236'
 EZ2236'25.3 FT WNW OF C/L OF WESTERNMOST DRIVEWAY TO BARBER RESIDENCE
 EZ2236'
 EZ2236'35.3 FT WSW OF C/L OF INTERSECTION HIGHWAY WITH DRIVEWAY
 EZ2236'
 EZ2236'23.3 FT SE OF CENTER OF TOP OF SOUTH CONCRETE HEADWALL
 EZ2236'
 EZ2236'56.3 FT ESE OF WESTERNMOST CORNER FENCE POST
 EZ2236'
 EZ2236'113.3 FT N OF POWER POLE 67-1 WITH TRANSFORMER AND WITH
 EZ2236'ALUMINUM REF. TAG
 EZ2236'
 EZ2236'2.5 FT SSW OF WHITE BOARD FENCE
 EZ2236
 EZ2236                          STATION RECOVERY (1976)
 EZ2236
 EZ2236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2236'3.2 MI E FROM WILLOW SPRINGS.
 EZ2236'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE
 EZ2236'JOHNSTON-WAKE COUNTY LINE, PROCEED WESTERLY ALONG NC 42 FOR 4.5 MILES
 EZ2236'TO STATION ON LEFT, IN NORTHWEST YARD OF A. BARBERS TWO STORY WHITE
 EZ2236'FRAME RESIDENCE, NEAR A WHITE FENCE, 0.05 MILE WEST OF T INTERSECTION
 EZ2236'WITH SR 2747 (S) AND 0.9 MILE SOUTHEAST OF BLALOCKS CROSSROADS.  30.2
 EZ2236'FT. SSW OF CENTERLINE OF NC 42, 25.3 FT. WNW OF CENTERLINE OF
 EZ2236'WESTERNMOST DRIVEWAY TO BARBER RESIDENCE, 35.3 FT. WSW OF CENTERLINE
 EZ2236'OF INTERSECTION HIGHWAY WITH DRIVEWAY, 23.3 FT. SE OF CENTER OF TOP OF
 EZ2236'SOUTH CONCRETE HEADWALL, 56.3 FT. ESE OF WESTERNMOST CORNER FENCE
 EZ2236'POST, 113.3 FT. N OF POWER POLE NO. 67-1 WITH TRANSFORMER AND WITH
 EZ2236'ALUMINUM REF. TAG AND 2.5 FT. SSW OF WHITE BOARD FENCE.  DISK IS SET
 EZ2236'IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2236
 EZ2236                          STATION RECOVERY (2006)
 EZ2236
 EZ2236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ2236'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION.
 EZ2236' 
 EZ2236'STATION IS LOCATED 28.0 FT (8.5 M) NORTHWEST OF THE CENTERLINE OF THE
 EZ2236'WESTERNMOST DRIVEWAY TO BARBER RESIDENCE (3385).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2650 ***********************************************************************
 FA2650  DESIGNATION -  BARBER
 FA2650  PID         -  FA2650
 FA2650  STATE/COUNTY-  NC/ROWAN
 FA2650  USGS QUAD   -  ROWAN MILLS (1987)
 FA2650
 FA2650                         *CURRENT SURVEY CONTROL
 FA2650  ___________________________________________________________________
 FA2650* NAD 83(2001)-  35 43 18.36986(N)    080 36 36.50741(W)     ADJUSTED  
 FA2650* NAVD 88     -       224.9    (meters)     738.     (feet)  VERTCON   
 FA2650  ___________________________________________________________________
 FA2650  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FA2650  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FA2650  HORZ ORDER  -  SECOND
 FA2650
 FA2650.The horizontal coordinates were established by classical geodetic methods
 FA2650.and adjusted by the National Geodetic Survey in August 2005.
 FA2650
 FA2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2650
 FA2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2650
 FA2650.The geoid height was determined by GEOID03.
 FA2650
 FA2650;                    North         East     Units Scale Factor Converg.
 FA2650;SPC NC       -   219,912.752   463,936.802   MT  0.99990615   -0 55 45.6
 FA2650;SPC NC       -   721,497.09  1,522,099.32   sFT  0.99990615   -0 55 45.6
 FA2650;UTM  17      - 3,953,159.370   535,260.164   MT  0.99961532   +0 13 39.4
 FA2650
 FA2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2650!SPC NC       -   0.99996965  x   0.99990615  =   0.99987580
 FA2650!UTM  17      -   0.99996965  x   0.99961532  =   0.99958498
 FA2650
 FA2650|---------------------------------------------------------------------|
 FA2650| PID    Reference Object                     Distance      Geod. Az  |
 FA2650|                                                           dddmmss.s |
 FA2650| FA4135 BARBER RM 1                          22.040 METERS 08746     |
 FA2650| FA4134 BARBER AZ MK                                       1075554.6 |
 FA2650| AE5282 APPLE                               144.195 METERS 17308     |
 FA2650| FA4136 BARBER RM 2                          30.395 METERS 17511     |
 FA2650|---------------------------------------------------------------------|
 FA2650
 FA2650                          SUPERSEDED SURVEY CONTROL
 FA2650
 FA2650  NAD 83(1986)-  35 43 18.38164(N)    080 36 36.51162(W) AD(       ) 2
 FA2650  NAD 27      -  35 43 17.88500(N)    080 36 37.31800(W) AD(       ) 2
 FA2650  NGVD 29 (01/12/98)  225.1    (m)          739.     (f) VERT ANG    3  
 FA2650
 FA2650.Superseded values are not recommended for survey control.
 FA2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2650.See file dsdata.txt to determine how the superseded data were derived.
 FA2650
 FA2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3526053159(NAD 83)
 FA2650_MARKER: DE = TRAVERSE STATION DISK
 FA2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2650_SP_SET: CONCRETE POST
 FA2650_STAMPING: BARBER 1948
 FA2650_MARK LOGO: NCGS  
 FA2650_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2650+STABILITY: SURFACE MOTION
 FA2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2650+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 FA2650
 FA2650  HISTORY     - Date     Condition        Report By
 FA2650  HISTORY     - 1948     MONUMENTED       CGS
 FA2650  HISTORY     - 1948     GOOD             CGS
 FA2650  HISTORY     - 1966     GOOD             CGS
 FA2650  HISTORY     - 19820101 GOOD             NCGS
 FA2650  HISTORY     - 19900718 GOOD             NCGS
 FA2650  HISTORY     - 19911008 GOOD             NCGS
 FA2650
 FA2650                          STATION DESCRIPTION
 FA2650
 FA2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2650'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SALISBURY AND
 FA2650'2 MILES SOUTHEAST OF BARBER.  IT IS 72 FEET SOUTH OF THE CENTER
 FA2650'OF U.S. HIGHWAY 70, 68 FEET SOUTHWEST OF A TELEPHONE POLE, 45
 FA2650'FEET SOUTHEAST OF A POWER LINE POLE AND 5 FEET SOUTHWEST OF A
 FA2650'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FA2650'STAMPED BARBER 1948.
 FA2650'
 FA2650'REFERENCE MARK NO.1 IS 72.39 FEET EAST OF THE STATION.  IT IS
 FA2650'38 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 5 FEET SOUTHEAST
 FA2650'OF A TELEPHONE POLE AND 5 FEET WEST OF A FENCE CORNER.  THE
 FA2650'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BARBER NO 1 1948.
 FA2650'
 FA2650'REFERENCE MARK NO.2 IS 99.56 FEET SOUTH OF THE STATION.  IT IS
 FA2650'32 FEET SOUTHEAST OF A 15 INCH OAK TREE, 19 FEET SOUTHWEST OF A
 FA2650'24 INCH OAK TREE AND 18 FEET NORTHWEST OF A 30 INCH OAK
 FA2650'TREE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BARBER
 FA2650'NO 2 1948.
 FA2650'
 FA2650'THE AZIMUTH MARK IS 0.4 MILES SOUTHEAST OF THE STATION.  IT IS
 FA2650'30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 21 FEET EAST OF A
 FA2650'TELEPHONE POLE AND 2.5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 FA2650'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BARBER 1948.
 FA2650'1948.
 FA2650'
 FA2650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND
 FA2650'601 IN THE WEST SECTION OF SALISBURY GO NORTHWEST ON U.S.
 FA2650'HIGHWAY 70 FOR 7.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 FA2650'
 FA2650'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA2650
 FA2650                          STATION RECOVERY (1948)
 FA2650
 FA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 FA2650'RECOVERED IN GOOD CONDITION.
 FA2650
 FA2650                          STATION RECOVERY (1966)
 FA2650
 FA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2650'STATION AND BOTH RMS RECOVERED IN GOOD CONDITION AS
 FA2650'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND, THE HIGHWAY CUT IS
 FA2650'50 FEET SOUTH OF THE HIGHWAY AT THE PROBABLE SITE, AS THOUGH THE
 FA2650'EARTH HAD BEEN USED AS BORROW, AND THE MARK IS PROBABLY DESTROYED.
 FA2650'
 FA2650'STATION MARK PROJECTS 6 INCHES, IS 72 FEET SOUTH OF THE CENTER
 FA2650'OF OLD U.S. HIGHWAY 70 (PRESENT U.S. 70 IS SOME DISTANCE SOUTH),
 FA2650'45 FEET SOUTH OF POLE NO. 198 AND 1.9 FEET WEST OF A METAL
 FA2650'WITNESS POST, IN THE EDGE OF WOODS, 6 FEET WEST OF THE WEST
 FA2650'EDGE OF A GARDEN PATCH.
 FA2650'
 FA2650'RM 1 PROJECTS 2 INCHES, IS 10 FEET SOUTH OF A FENCE CORNER, 4.0
 FA2650'FEET SOUTHWEST OF AN UN-NUMBERED POLE WITH 5 CROSSARMS AND 1
 FA2650'FOOT WEST OF A FENCE.
 FA2650'
 FA2650'RM 2 IS FLUSH, IN A CULTIVATED PATCH AND 25 FEET EAST OF A
 FA2650'SHED USED FOR SAWING LOGS.
 FA2650'
 FA2650'A BRICK HOUSE HAS BEEN BUILT 150 FEET SOUTHWEST OF THE STATION
 FA2650'MARK, IN WHICH THE PRESENT OWNER OF THE PROPERTY LIVES.  OLD U.S. 70
 FA2650'JOINS THE NEW U.S. 70 ABOUT 0.25 MILE SOUTHEAST OF THE
 FA2650'STATION, BETWEEN STATION AND AZIMUTH MARK SITE.
 FA2650
 FA2650                          STATION RECOVERY (1982)
 FA2650
 FA2650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 FA2650'THE STATION WAS RECOVERED AT THIS DATE. ALL MARKS ARE IN GOOD
 FA2650'CONDITION EXCEPT FOR THE AZIMUTH MARK WHICH WAS SEARCHED FOR BUT NOT
 FA2650'FOUND. ADDITIONAL REFERENCES FOLLOW.  REFERENCE MARK NO. 2 PROJECTS 1
 FA2650'INCH AND IS 45.3 FT (13.8 M) EAST OF A 24 INCH OAK, AND 67.4 FT (20.5
 FA2650'M) SOUTHWEST OF AN 18 INCH OAK--BOTH WITH REFERENCE TAGS. REFERENCE
 FA2650'MARK NO. 1 PROJECTS 1 INCH AND IS 4.5 FT (1.4 M) NORTHEAST OF A 10
 FA2650'INCH PINE WITH A REFERENCE TAG.  THE STATION MARK PROJECTS 4 INCHES
 FA2650'AND IS 4.0 FT (1.2 M) SOUTH OF A 6 INCH OAK, AND 31.5 FT (9.6 M) EAST
 FA2650'OF A 12 INCH OAK--BOTH WITH REFERENCE TAGS.
 FA2650
 FA2650                          STATION RECOVERY (1990)
 FA2650
 FA2650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA2650'STATION IS LOCATED APPROXIMATELY 10 MI (16.1 KM) WEST OF SALISBURY,
 FA2650'AND 2.5 MI (4.0 KM) EAST OF CLEVELAND.
 FA2650'PROCEED ALONG NC 801 FOR 0.35 MI (0.56 KM) NORTH FROM US 70, THENCE
 FA2650'EAST ALONG SR 1957 (OLD US 70)FOR 0.25 MI (0.40 KM), ON SOUTH SIDE
 FA2650'OF ROAD, IN WOODS.
 FA2650'MARK IS 5 FT (1.5 M) HIGHER THAN THE ROAD, AND IS PROJECTING 4 INCHES
 FA2650'ABOVE GROUND LEVEL.  LOCATED 72.0 FT (21.9 M) SOUTH OF THE CENTERLINE
 FA2650'OF SR 1957 (OLD US 70), 1.9 FT (0.6 M) WEST OF A METEL WITNESS POST,
 FA2650'AND 45.0 FT (13.7 M) SOUTH OF A POWER POLE WITH A REFERENCE TAG.
 FA2650'BARBER RM 1 RECOVERED AT THIS DATE, RM 2 IS IN A CULTIVATED GARDEN AND
 FA2650'HAS BEEN HIT BY FARM EQUIPMENT.
 FA2650'BARBER AZ MK WAS NOT FOUND, PROBABLY DESTROYED BY CONSTRUCTION OF NEW
 FA2650'US 70 HIGHWAY.
 FA2650
 FA2650                          STATION RECOVERY (1991)
 FA2650
 FA2650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2650'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED. THE
 FA2650'AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3111 ***********************************************************************
 FA3111  DESIGNATION -  BARBER
 FA3111  PID         -  FA3111
 FA3111  STATE/COUNTY-  NC/GASTON
 FA3111  USGS QUAD   -  GASTONIA NORTH (1993)
 FA3111
 FA3111                         *CURRENT SURVEY CONTROL
 FA3111  ___________________________________________________________________
 FA3111* NAD 83(2001)-  35 18 58.60969(N)    081 10 01.89008(W)     ADJUSTED  
 FA3111* NAVD 88     -       240.7    (meters)     790.     (feet)  VERTCON   
 FA3111  ___________________________________________________________________
 FA3111  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 FA3111  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA3111  HORZ ORDER  -  SECOND
 FA3111
 FA3111.The horizontal coordinates were established by classical geodetic methods
 FA3111.and adjusted by the National Geodetic Survey in August 2005.
 FA3111
 FA3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3111
 FA3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3111
 FA3111.The geoid height was determined by GEOID03.
 FA3111
 FA3111;                    North         East     Units Scale Factor Converg.
 FA3111;SPC NC       -   175,898.347   412,567.163   MT  0.99987322   -1 15 03.0
 FA3111;SPC NC       -   577,093.16  1,353,564.10   sFT  0.99987322   -1 15 03.0
 FA3111;UTM  17      - 3,908,131.101   484,802.412   MT  0.99960285   -0 05 47.9
 FA3111
 FA3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3111!SPC NC       -   0.99996714  x   0.99987322  =   0.99984037
 FA3111!UTM  17      -   0.99996714  x   0.99960285  =   0.99957001
 FA3111
 FA3111:                Primary Azimuth Mark                     Grid Az
 FA3111:SPC NC       -  NICK                                     097 02 58.0
 FA3111:UTM  17      -  NICK                                     095 53 42.9
 FA3111
 FA3111|---------------------------------------------------------------------|
 FA3111| PID    Reference Object                     Distance      Geod. Az  |
 FA3111|                                                           dddmmss.s |
 FA3111| FA3135 NICK                                472.165 METERS 0954755.0 |
 FA3111| FA3143 SHADE                               APPROX. 0.7 KM 2712633.8 |
 FA3111|---------------------------------------------------------------------|
 FA3111
 FA3111                          SUPERSEDED SURVEY CONTROL
 FA3111
 FA3111  NAD 83(1986)-  35 18 58.62585(N)    081 10 01.89493(W) AD(       ) 2
 FA3111  NAD 27      -  35 18 58.13354(N)    081 10 02.61078(W) AD(       ) 2
 FA3111  NGVD 29 (07/19/86)  240.9    (m)          790.     (f) VERT ANG    3  
 FA3111
 FA3111.Superseded values are not recommended for survey control.
 FA3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3111.See file dsdata.txt to determine how the superseded data were derived.
 FA3111
 FA3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8480208131(NAD 83)
 FA3111_MARKER: DE = TRAVERSE STATION DISK
 FA3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3111_STAMPING: BARBER 1964
 FA3111_MARK LOGO: NCGS  
 FA3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3111+STABILITY: SURFACE MOTION
 FA3111
 FA3111  HISTORY     - Date     Condition        Report By
 FA3111  HISTORY     - 1964     MONUMENTED       NCGS
 FA3111  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 FA3111
 FA3111                          STATION DESCRIPTION
 FA3111
 FA3111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3111'BARBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3111'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3111'
 FA3111'BARBER IS 3.8 MILES NNE OF GASTONIA.  LOCATED 1.2 MILES ALONG
 FA3111'NC 275 AND E. TRADE ST. FROM INTERSECTION OF U.S. 321.  0.6
 FA3111'MILES NE ALONG E. TRADE ST. FROM INTERSECTION OF E. TRADE
 FA3111'ST. AND SR 2327 ON EAST SIDE OF E. TRADE ST. IN COMMUNITY OF
 FA3111'DALLAS, N. C.
 FA3111'
 FA3111'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3111'BARBER 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3111'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3111'
 FA3111'MARK IS
 FA3111'
 FA3111'300.0 FT E OF INTERSECTION OF E. TRADE ST. AND NC 275
 FA3111'
 FA3111'22.4 FT N OF C/L OF E. TRADE ST.
 FA3111'
 FA3111'52.7 FT SW OF SW CORNER OF HOUSE 610
 FA3111'
 FA3111'51.5 FT E OF ALUMINUM REF. TAG IN PP
 FA3111
 FA3111                          STATION RECOVERY (1999)
 FA3111
 FA3111'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3123 ***********************************************************************
 EZ3123  DESIGNATION -  BARBER
 EZ3123  PID         -  EZ3123
 EZ3123  STATE/COUNTY-  NC/HARNETT
 EZ3123  USGS QUAD   -  BROADWAY (1981)
 EZ3123
 EZ3123                         *CURRENT SURVEY CONTROL
 EZ3123  ___________________________________________________________________
 EZ3123* NAD 83(2001)-  35 26 11.21890(N)    079 01 25.21733(W)     ADJUSTED  
 EZ3123* NAVD 88     -       145.3    (meters)     477.     (feet)  VERTCON   
 EZ3123  ___________________________________________________________________
 EZ3123  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 EZ3123  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 EZ3123  HORZ ORDER  -  SECOND
 EZ3123
 EZ3123.The horizontal coordinates were established by classical geodetic methods
 EZ3123.and adjusted by the National Geodetic Survey in August 2005.
 EZ3123
 EZ3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3123
 EZ3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3123
 EZ3123.The geoid height was determined by GEOID03.
 EZ3123
 EZ3123;                    North         East     Units Scale Factor Converg.
 EZ3123;SPC NC       -   187,078.576   607,452.093   MT  0.99987777   -0 00 49.2
 EZ3123;SPC NC       -   613,773.63  1,992,949.08   sFT  0.99987777   -0 00 49.2
 EZ3123;UTM  17      - 3,923,239.698   679,392.182   MT  0.99999660   +1 08 46.2
 EZ3123
 EZ3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3123!SPC NC       -   0.99998225  x   0.99987777  =   0.99986002
 EZ3123!UTM  17      -   0.99998225  x   0.99999660  =   0.99997885
 EZ3123
 EZ3123:                Primary Azimuth Mark                     Grid Az
 EZ3123:SPC NC       -  CARVER                                   279 40 32.2
 EZ3123:UTM  17      -  CARVER                                   278 30 56.8
 EZ3123
 EZ3123|---------------------------------------------------------------------|
 EZ3123| PID    Reference Object                     Distance      Geod. Az  |
 EZ3123|                                                           dddmmss.s |
 EZ3123| EZ3126 CARVER                              APPROX. 0.5 KM 2793943.0 |
 EZ3123|---------------------------------------------------------------------|
 EZ3123
 EZ3123                          SUPERSEDED SURVEY CONTROL
 EZ3123
 EZ3123  NAD 83(1986)-  35 26 11.22247(N)    079 01 25.22115(W) AD(       ) 2
 EZ3123  NAD 27      -  35 26 10.66059(N)    079 01 26.12859(W) AD(       ) 2
 EZ3123  NGVD 29 (07/19/86)  145.5    (m)          477.     (f) VERT ANG    3  
 EZ3123
 EZ3123.Superseded values are not recommended for survey control.
 EZ3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3123.See file dsdata.txt to determine how the superseded data were derived.
 EZ3123
 EZ3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7939223240(NAD 83)
 EZ3123_MARKER: DE = TRAVERSE STATION DISK
 EZ3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3123_STAMPING: BARBER 1970
 EZ3123_MARK LOGO: NCGS  
 EZ3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3123+STABILITY: SURFACE MOTION
 EZ3123
 EZ3123  HISTORY     - Date     Condition        Report By
 EZ3123  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3123
 EZ3123                          STATION DESCRIPTION
 EZ3123
 EZ3123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3123'BARBER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3123'VICINITY OF SEMINOLE, NORTH CAROLINA.
 EZ3123'
 EZ3123'BARBER IS LOCATED APPROXIMATELY 0.8 MILE EAST OF SEMINOLE AND 1.3
 EZ3123'MILES WEST OF RYES.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EZ3123'OF SR 1280 AND US 421 IN THE COMMUNITY OF SEMINOLE, GO EAST ON US
 EZ3123'421 FOR 0.55 MILE TO SR 1228, CONTINUE EAST ON US 421 FOR 0.15 MILE
 EZ3123'TO STATION ON THE RIGHT NEAR THE NORTHWEST CORNER OF GRASSY AREA
 EZ3123'BETWEEN US 421 AND MCNEILS GROCERY STORE, AND 0.3 MILE EAST OF SR
 EZ3123'1273.
 EZ3123'
 EZ3123'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ3123'BARBER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3123'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ3123'
 EZ3123'MARK IS--
 EZ3123'21.4 FEET S OF C/L OF US 421.
 EZ3123'76.9 FEET SW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 EZ3123'64.7 FEET NW OF BASE OF GAS SIGN POST.
 EZ3123'68.4 FEET N OF BASE OF NE CORNER OF A STORE BUILDING.
 EZ3123'92.8 FEET NE OF BASE OF NW CORNER OF A STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2031 ***********************************************************************
 FZ2031  DESIGNATION -  BARBER
 FZ2031  PID         -  FZ2031
 FZ2031  STATE/COUNTY-  NC/WATAUGA
 FZ2031  USGS QUAD   -  BOONE (1994)
 FZ2031
 FZ2031                         *CURRENT SURVEY CONTROL
 FZ2031  ___________________________________________________________________
 FZ2031* NAD 83(2001)-  36 12 25.57931(N)    081 42 58.31778(W)     ADJUSTED  
 FZ2031* NAVD 88     -       950.5    (meters)    3118.     (feet)  VERTCON   
 FZ2031  ___________________________________________________________________
 FZ2031  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FZ2031  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ2031  HORZ ORDER  -  SECOND
 FZ2031
 FZ2031.The horizontal coordinates were established by classical geodetic methods
 FZ2031.and adjusted by the National Geodetic Survey in August 2005.
 FZ2031
 FZ2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2031
 FZ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2031
 FZ2031.The geoid height was determined by GEOID03.
 FZ2031
 FZ2031;                    North         East     Units Scale Factor Converg.
 FZ2031;SPC NC       -   275,922.459   365,368.270   MT  1.00001154   -1 34 03.8
 FZ2031;SPC NC       -   905,255.60  1,198,712.40   sFT  1.00001154   -1 34 03.8
 FZ2031;UTM  17      - 4,007,157.559   435,619.339   MT  0.99965107   -0 25 23.1
 FZ2031
 FZ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2031!SPC NC       -   0.99985573  x   1.00001154  =   0.99986727
 FZ2031!UTM  17      -   0.99985573  x   0.99965107  =   0.99950685
 FZ2031
 FZ2031|---------------------------------------------------------------------|
 FZ2031| PID    Reference Object                     Distance      Geod. Az  |
 FZ2031|                                                           dddmmss.s |
 FZ2031| FZ2032 GREENE                              270.626 METERS 09015     |
 FZ2031| FZ2030 BROOK                               459.802 METERS 2334359.7 |
 FZ2031|---------------------------------------------------------------------|
 FZ2031
 FZ2031                          SUPERSEDED SURVEY CONTROL
 FZ2031
 FZ2031  NAD 83(1995)-  36 12 25.57987(N)    081 42 58.31721(W) AD(       ) 2
 FZ2031  NAD 83(1993)-  36 12 25.58513(N)    081 42 58.32065(W) AD(       ) 2
 FZ2031  NAD 83(1986)-  36 12 25.58759(N)    081 42 58.32919(W) AD(       ) 2
 FZ2031  NAD 27      -  36 12 25.12334(N)    081 42 58.93517(W) AD(       ) 2
 FZ2031  NGVD 29 (07/19/86)  950.6    (m)         3119.     (f) VERT ANG    3  
 FZ2031
 FZ2031.Superseded values are not recommended for survey control.
 FZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2031.See file dsdata.txt to determine how the superseded data were derived.
 FZ2031
 FZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3561907158(NAD 83)
 FZ2031_MARKER: DE = TRAVERSE STATION DISK
 FZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2031_STAMPING: BARBER 1971
 FZ2031_MARK LOGO: NCGS  
 FZ2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2031+STABILITY: SURFACE MOTION
 FZ2031
 FZ2031  HISTORY     - Date     Condition        Report By
 FZ2031  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2031  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 FZ2031
 FZ2031                          STATION DESCRIPTION
 FZ2031
 FZ2031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2031'BARBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2031'VICINITY OF BOONE, NORTH CAROLINA.
 FZ2031'
 FZ2031'BARBER IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF BOONE.  TO
 FZ2031'REACH STATION PROCEED FROM THE INTERSECTION OF NC 105 AND SR 1107.
 FZ2031'GO WEST ALONG NC 105 FOR 0.65 MILE TO STATION ON RIGHT (N SIDE) OF
 FZ2031'HIGHWAY.  0.45 MILE EAST OF MOUNTAINBROOK MOTEL.  AND 2.0 MILES
 FZ2031'EAST OF INTERSECTION OF NC 105 AND SR 1112.
 FZ2031'
 FZ2031'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBER
 FZ2031'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ2031'FLUSH WITH THE GROUND.
 FZ2031'
 FZ2031'MARK IS
 FZ2031'26.5 FEET N OF C/L OF NC 105.
 FZ2031'152.0 FEET E OF ALUMINUM REF. TAG ON PP NO. 1.
 FZ2031'58.4 FEET NW OF ALUMINUM REF. TAG ON HIGHWAY SIGN TRUCK ENTRANCE
 FZ2031'POST.
 FZ2031'198.3 FEET W OF ALUMINUM REF. TAG ON PP NO. 9.
 FZ2031
 FZ2031                          STATION RECOVERY (2006)
 FZ2031
 FZ2031'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2031'PP ALL NEW. NO REF TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3433 ***********************************************************************
 FY3433  DESIGNATION -  BARBER
 FY3433  PID         -  FY3433
 FY3433  STATE/COUNTY-  NC/ALAMANCE
 FY3433  USGS QUAD   -  OSSIPEE (1970)
 FY3433
 FY3433                         *CURRENT SURVEY CONTROL
 FY3433  ___________________________________________________________________
 FY3433* NAD 83(2001)-  36 10 07.99362(N)    079 31 28.83180(W)     ADJUSTED  
 FY3433* NAVD 88     -       205.3    (meters)     674.     (feet)  VERTCON   
 FY3433  ___________________________________________________________________
 FY3433  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 FY3433  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 FY3433  HORZ ORDER  -  SECOND
 FY3433
 FY3433.The horizontal coordinates were established by classical geodetic methods
 FY3433.and adjusted by the National Geodetic Survey in August 2005.
 FY3433
 FY3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3433
 FY3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3433
 FY3433.The geoid height was determined by GEOID03.
 FY3433
 FY3433;                    North         East     Units Scale Factor Converg.
 FY3433;SPC NC       -   268,464.868   562,395.805   MT  1.00000062   -0 18 10.2
 FY3433;SPC NC       -   880,788.49  1,845,126.90   sFT  1.00000062   -0 18 10.2
 FY3433;UTM  17      - 4,003,689.085   632,687.890   MT  0.99981693   +0 52 14.9
 FY3433
 FY3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3433!SPC NC       -   0.99997256  x   1.00000062  =   0.99997318
 FY3433!UTM  17      -   0.99997256  x   0.99981693  =   0.99978950
 FY3433
 FY3433:                Primary Azimuth Mark                     Grid Az
 FY3433:SPC NC       -  BILL                                     092 48 42.9
 FY3433:UTM  17      -  BILL                                     091 38 17.8
 FY3433
 FY3433|---------------------------------------------------------------------|
 FY3433| PID    Reference Object                     Distance      Geod. Az  |
 FY3433|                                                           dddmmss.s |
 FY3433| FY3434 BILL                                APPROX. 0.5 KM 0923032.7 |
 FY3433|---------------------------------------------------------------------|
 FY3433
 FY3433                          SUPERSEDED SURVEY CONTROL
 FY3433
 FY3433  NAD 83(1993)-  36 10 07.99790(N)    079 31 28.83981(W) AD(       ) 2
 FY3433  NAD 83(1986)-  36 10 07.99837(N)    079 31 28.84202(W) AD(       ) 2
 FY3433  NAD 27      -  36 10 07.51255(N)    079 31 29.75192(W) AD(       ) 2
 FY3433  NGVD 29 (07/19/86)  205.6    (m)          675.     (f) VERT ANG    3  
 FY3433
 FY3433.Superseded values are not recommended for survey control.
 FY3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3433.See file dsdata.txt to determine how the superseded data were derived.
 FY3433
 FY3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3268803689(NAD 83)
 FY3433_MARKER: DE = TRAVERSE STATION DISK
 FY3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3433_STAMPING: BARBER 1968
 FY3433_MARK LOGO: NCGS  
 FY3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3433+STABILITY: SURFACE MOTION
 FY3433
 FY3433  HISTORY     - Date     Condition        Report By
 FY3433  HISTORY     - 1968     MONUMENTED       NCGS
 FY3433  HISTORY     - 19910511 MARK NOT FOUND   USPSQD
 FY3433
 FY3433                          STATION DESCRIPTION
 FY3433
 FY3433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3433'BARBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3433'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3433'
 FY3433'BARBER IS LOCATED APPROXIMATELY 7.1 MILES NORTHWEST OF
 FY3433'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY3433'OF SR 1554 AND SR 1558 IN OSSIPEE, GO WEST ON SR 1554 FOR 0.6
 FY3433'MILE TO STATION.  WHICH IS ON CURVE IN SOUTH SIDE OF SR 1554,
 FY3433'IN LINE BETWEEN TWIN 5 INCH PERSIMMON TREE, 0.35 MILE WEST OF
 FY3433'INTERSECTION OF SR 1500 AND SR 1554, AND 0.8 MILE EAST OF
 FY3433'ALAMANCE-GUILDFORD COUNTY LINE.
 FY3433'
 FY3433'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3433'BARBER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3433'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3433'
 FY3433'MARK IS
 FY3433'
 FY3433'13.0 FT SSW OF C/L OF SR 1554
 FY3433'
 FY3433'17.2 FT NE OF 5 INCH PERSIMMON TREE ON S SIDE OF SR 1554, W/TAG
 FY3433'
 FY3433'79.5 FT WNW OF 6 INCH PINE ON S SIDE OF SR 1554, AND WITH
 FY3433'ALUMINUM REF. TAG
 FY3433'
 FY3433'62.5 FT SW OF HIGHWAY R/W MARKER ON N SIDE OF SR 1554
 FY3433'
 FY3433'72.2 FT SW OF PP 4 ON N SIDE OF SR 1554, AND WITH ALUMINUM REF. TAG
 FY3433
 FY3433                          STATION RECOVERY (1991)
 FY3433
 FY3433'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3836 ***********************************************************************
 FX3836  DESIGNATION -  BARBER
 FX3836  PID         -  FX3836
 FX3836  STATE/COUNTY-  NC/CHOWAN
 FX3836  USGS QUAD   -  EDENTON (1981)
 FX3836
 FX3836                         *CURRENT SURVEY CONTROL
 FX3836  ___________________________________________________________________
 FX3836* NAD 83(2001)-  36 07 19.02864(N)    076 35 32.63622(W)     ADJUSTED  
 FX3836* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3836  ___________________________________________________________________
 FX3836  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 FX3836  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 FX3836  HORZ ORDER  -  FIRST
 FX3836
 FX3836.The horizontal coordinates were established by classical geodetic methods
 FX3836.and adjusted by the National Geodetic Survey in August 2005.
 FX3836
 FX3836.The orthometric height was scaled from a topographic map.
 FX3836
 FX3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3836
 FX3836.The geoid height was determined by GEOID03.
 FX3836
 FX3836;                    North         East     Units Scale Factor Converg.
 FX3836;SPC NC       -   265,760.376   826,320.810   MT  0.99998783   +1 23 22.5
 FX3836;SPC NC       -   871,915.50  2,711,020.86   sFT  0.99998783   +1 23 22.5
 FX3836;UTM  18      - 3,998,649.006   356,696.484   MT  0.99985304   -0 56 20.0
 FX3836
 FX3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3836!SPC NC       -   1.00000517  x   0.99998783  =   0.99999300
 FX3836!UTM  18      -   1.00000517  x   0.99985304  =   0.99985821
 FX3836
 FX3836|---------------------------------------------------------------------|
 FX3836| PID    Reference Object                     Distance      Geod. Az  |
 FX3836|                                                           dddmmss.s |
 FX3836| FX4552 BARBER RM 1                          54.340 METERS 15453     |
 FX3836| FX4553 BARBER RM 2                                        2774426.3 |
 FX3836| FX4554 BARBER RM 3                          48.890 METERS 31812     |
 FX3836|---------------------------------------------------------------------|
 FX3836
 FX3836                          SUPERSEDED SURVEY CONTROL
 FX3836
 FX3836  NAD 83(1993)-  36 07 19.03837(N)    076 35 32.65136(W) AD(       ) 1
 FX3836  NAD 83(1986)-  36 07 19.03919(N)    076 35 32.65206(W) AD(       ) 1
 FX3836  NAD 27      -  36 07 18.46800(N)    076 35 33.85600(W) AD(       ) 1
 FX3836
 FX3836.Superseded values are not recommended for survey control.
 FX3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3836.See file dsdata.txt to determine how the superseded data were derived.
 FX3836
 FX3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5669698649(NAD 83)
 FX3836_MARKER: DS = TRIANGULATION STATION DISK
 FX3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3836
 FX3836  HISTORY     - Date     Condition        Report By
 FX3836  HISTORY     - 1931     MONUMENTED       CGS
 FX3836  HISTORY     - 1954     MARK NOT FOUND   CGS
 FX3836  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FX3836
 FX3836                          STATION DESCRIPTION
 FX3836
 FX3836'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3836'ABOUT 4 MILES NORTH OF EDENTON, IN CULTIVATED FIELD, 18.9 METERS
 FX3836'(62 FEET) SOUTHWEST OF INTERSECTION OF MAIN ROAD AND LANE LEADING
 FX3836'INTO C.H. BARBERS HOUSE, ABOUT 125 METERS (410 FEET) SOUTH OF
 FX3836'BARBERS HOUSE, 17.7 METERS (58 FEET) WEST OF CENTER LINE OF DIRT
 FX3836'ROAD, AND 10.7 METERS (35 FEET) NORTH OF EAST-AND-WEST DITCH
 FX3836'BETWEEN CULTIVATED FIELDS.  TO REACH FROM EDENTON, GO NORTH 1.0
 FX3836'MILE FROM CORNER OF CHURCH AND BROAD STREETS ON UNITED STATES
 FX3836'ROUTE 17, TURN LEFT ONTO DIRT ROAD AT HABITS TRANSFER CO., AND
 FX3836'FOLLOW THIS MAIN DIRT ROAD 3.35 MILES TO STATION AT POINT WHERE
 FX3836'ROAD TURNS SHARP LEFT. SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FX3836'DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 FX3836'REFERENCE DISKS IN CONCRETE, NOTE 11A, NO. 1 IS 1 FOOT WEST OF
 FX3836'NORTH-AND-SOUTH WIRE FENCE, 5.0 METERS (16 FEET) EAST OF CENTER
 FX3836'LINE OF DIRT ROAD, AND ABOUT 50 METERS (164 FEET) SOUTH OF POINT
 FX3836'WHERE ROAD TURNS SHARP LEFT (WEST), AND 54.34 METERS (178.3 FEET)
 FX3836'FROM STATION IN BEARING S 25 DEG 7 MIN E. NO. 2 IS 1 METER (3
 FX3836'FEET) SOUTH OF EAST-AND-WEST WIRE FENCE, 5 METERS (16 FEET) NORTH
 FX3836'OF CENTER LINE OF DIRT ROAD, 15 METERS (49 FEET) NORTH OF 12-INCH
 FX3836'LONE OAK TREE ON SOUTH SIDE OF ROAD, ABOUT 100 METERS (328 FEET)
 FX3836'WEST-SOUTHWEST OF SMALL HOUSE ON NORTH SIDE OF ROAD, AND
 FX3836'APPROXIMATELY 0.3 MILE FROM STATION IN BEARING N 78 DEG 16 MIN W.
 FX3836'NO. 3 IS 1 FOOT SOUTH OF EAST-AND-WEST WIRE FENCE, 5 METERS
 FX3836'(16 FEET) NORTH OF CENTER LINE OF ROAD, ABOUT 50 METERS (164 FEET)
 FX3836'WEST OF CURVE IN MAIN ROAD AND LANE LEADING INTO BARBERS HOUSE,
 FX3836'AND 48.89 METERS (160.4 FEET) FROM STATION IN BEARING N 41 DEG 48
 FX3836'MIN W.
 FX3836
 FX3836                          STATION RECOVERY (1954)
 FX3836
 FX3836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 FX3836'AN UNSUCCESSFUL ATTEMPT WAS MADE TO RECOVER THIS STATION. THE
 FX3836'SURFACE MARK APPEARS TO HAVE BEEN DESTROYED BY GRADER OPERATIONS,
 FX3836'AND A THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND MARK, BUT NONE
 FX3836'WAS FOUND. REFERENCE MARKS 1, 2 (AZIMUTH MARK), AND 3 APPEARED TO
 FX3836'BE DISTURBED, AND SO THEY WERE DESTROYED.
 FX3836
 FX3836                          STATION RECOVERY (1963)
 FX3836
 FX3836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3836'THIS STATION HAS BEEN DESTROYED.  STATION MARK IS LAYING ON TOP OF
 FX3836'THE GROUND, DISK HAS BEEN KNOCKED OUT. ONE R.M. WAS FOUND AND DISK
 FX3836'HAS BEEN KNOCKED OUT, OTHER R. M. MARKS WERE SEARCHED FOR BUT WERE
 FX3836'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3782 ***********************************************************************
 FY3782  DESIGNATION -  BARBER
 FY3782  PID         -  FY3782
 FY3782  STATE/COUNTY-  NC/WARREN
 FY3782  USGS QUAD   -  WARRENTON (1970)
 FY3782
 FY3782                         *CURRENT SURVEY CONTROL
 FY3782  ___________________________________________________________________
 FY3782* NAD 83(2001)-  36 27 05.00444(N)    078 11 11.62280(W)     NO CHECK  
 FY3782* NAVD 88     -       131.9    (meters)     433.     (feet)  VERTCON   
 FY3782  ___________________________________________________________________
 FY3782  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 FY3782  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FY3782  HORZ ORDER  -  SECOND
 FY3782
 FY3782.The horizontal coordinates were established by classical geodetic methods
 FY3782.and adjusted by the National Geodetic Survey in August 2005.
 FY3782.No horizontal observational check was made to the station.
 FY3782
 FY3782.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3782
 FY3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3782
 FY3782.The geoid height was determined by GEOID03.
 FY3782
 FY3782;                    North         East     Units Scale Factor Converg.
 FY3782;SPC NC       -   299,988.180   682,529.449   MT  1.00009192   +0 28 10.2
 FY3782;SPC NC       -   984,211.22  2,239,265.37   sFT  1.00009192   +0 28 10.2
 FY3782;UTM  17      - 4,037,695.934   752,145.640   MT  1.00038339   +1 40 20.9
 FY3782
 FY3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3782!SPC NC       -   0.99998451  x   1.00009192  =   1.00007643
 FY3782!UTM  17      -   0.99998451  x   1.00038339  =   1.00036789
 FY3782
 FY3782                          SUPERSEDED SURVEY CONTROL
 FY3782
 FY3782  NAD 83(1993)-  36 27 05.00541(N)    078 11 11.62451(W) AD(       ) 2
 FY3782  NAD 83(1986)-  36 27 05.00196(N)    078 11 11.63747(W) AD(       ) 2
 FY3782  NGVD 29 (07/23/90)  132.2    (m)          434.     (f) VERT ANG    3  
 FY3782
 FY3782.Superseded values are not recommended for survey control.
 FY3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3782.See file dsdata.txt to determine how the superseded data were derived.
 FY3782
 FY3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5214637696(NAD 83)
 FY3782_MARKER: DH = HORIZONTAL CONTROL DISK
 FY3782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3782_SP_SET: CONCRETE POST
 FY3782_STAMPING: BARBER 1984
 FY3782_MARK LOGO: NCGS  
 FY3782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3782+STABILITY: SURFACE MOTION
 FY3782
 FY3782  HISTORY     - Date     Condition        Report By
 FY3782  HISTORY     - 1984     MONUMENTED       NCGS
 FY3782  HISTORY     - 19840701 GOOD             NCGS
 FY3782
 FY3782                          STATION DESCRIPTION
 FY3782
 FY3782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FY3782'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) NORTHEAST OF NORLINA AND
 FY3782'2.6 KM (1.60 MI) WEST-NORTHWEST OF WARREN PLAINS.
 FY3782'ALONG US 1 FOR 1.3 KM (0.80 MI) NORTHEAST FROM THE US 158-US 401
 FY3782'INTERSECTION IN NORLINA, IN THE EAST QUADRANT AT A RAILROAD CROSSING,
 FY3782'BETWEEN THE HIGHWAY AND RAILROAD.
 FY3782'THE STATION IS A STANDARD NCGS DISK STAMPED---BARBER 1984---, SET INTO
 FY3782'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FY3782'GROUND.  LOCATED 11.53 M (37.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 FY3782'HIGHWAY, 4.3 M (14 FT) NORTHEAST OF A CROSSOVER, 10.76 M (35.3 FT)
 FY3782'NORTHWEST OF THE NORTH RAIL OF THE TRACKS, 16.93 M (55.5 FT)
 FY3782'NORTH-NORTHEAST OF THE NORTHEAST SIGNAL BASE CORNER, 39.43 M
 FY3782'(129.4 FT) SOUTHWEST OF THE SOUTH END OF A HIGHWAY CULVERT, AND 4.14 M
 FY3782'(13.6 FT) SOUTH-SOUTHEAST OF A TELEGRAPH POLE WITH A REFERENCE TAG.
 FY3782'THE MARK IS LEVEL WITH THE HIGHWAY.
 FY3782
 FY3782                          STATION RECOVERY (1984)
 FY3782
 FY3782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 FY3782'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) NORTHEAST OF NORLINA AND
 FY3782'2.6 KM (1.60 MI) WEST-NORTHWEST OF WARREN PLAINS. ALONG US 1 FOR 1.3
 FY3782'KM (0.8 MI) NORTHEAST FROM THE US 158-US 401 INTERSECTION IN NORLINA,
 FY3782'TO STATION IN EAST QUADRANT OF A RAILROAD GRADE CROSSING, BETWEEN US 1
 FY3782'AND THE RAILROAD. STATION IS A STANDARD NCGS HORIZONTAL DISK SET IN
 FY3782'TOP OF A CONCRETE MONUMENT. MARK IS ABOUT LEVEL WITH US 1 AND IS FLUSH
 FY3782'WITH GROUND LEVEL.  LOCATED 11.52 M (37.8 FT) SOUTHEAST OF THE
 FY3782'CENTERLINE OF US 1, 4.3 M (14 FT) NORTHEAST OF CENTER OF INTERSECTION
 FY3782'OF GRADE CROSSING AND TRACKS, 10.76 M (35.3 FT) NORTHWEST OF THE NORTH
 FY3782'RAIL OF TRACKS, 16.92 M (55.5 FT) NORTH-NORTHEAST OF NORTHEAST CORNER
 FY3782'OF SIGNAL BASE, 39.44 M (129.4 FT) SOUTHWEST OF THE SOUTH END OF A
 FY3782'HIGHWAY CULVERT, AND 4.1 M (13.6 FT) SOUTH-SOUTHEAST OF A TELEGRAPH
 FY3782'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4879 ***********************************************************************
 FA4879  DESIGNATION -  BARBER
 FA4879  PID         -  FA4879
 FA4879  STATE/COUNTY-  NC/LINCOLN
 FA4879  USGS QUAD   -  MAIDEN (1993)
 FA4879
 FA4879                         *CURRENT SURVEY CONTROL
 FA4879  ___________________________________________________________________
 FA4879* NAD 83(2001)-  35 30 32.35396(N)    081 09 37.04357(W)     ADJUSTED  
 FA4879* NAVD 88     -       257.127  (meters)     843.59   (feet)  ADJUSTED  
 FA4879  ___________________________________________________________________
 FA4879  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 FA4879  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA4879  DYNAMIC HT  -         256.885 (meters)     842.80  (feet)  COMP
 FA4879  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 FA4879
 FA4879  HORZ ORDER  -  SECOND
 FA4879  VERT ORDER  -  SECOND    CLASS II
 FA4879
 FA4879.The horizontal coordinates were established by classical geodetic methods
 FA4879.and adjusted by the National Geodetic Survey in August 2005.
 FA4879
 FA4879.The orthometric height was determined by differential leveling
 FA4879.and adjusted in July 1999.
 FA4879.No vertical observational check was made to the station.
 FA4879
 FA4879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4879
 FA4879.The geoid height was determined by GEOID03.
 FA4879
 FA4879.The dynamic height is computed by dividing the NAVD 88
 FA4879.geopotential number by the normal gravity value computed on the
 FA4879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4879.degrees latitude (g = 980.6199 gals.).
 FA4879
 FA4879.The modeled gravity was interpolated from observed gravity values.
 FA4879
 FA4879;                    North         East     Units Scale Factor Converg.
 FA4879;SPC NC       -   197,257.434   413,659.736   MT  0.99988263   -1 14 48.7
 FA4879;SPC NC       -   647,168.76  1,357,148.65   sFT  0.99988263   -1 14 48.7
 FA4879;UTM  17      - 3,929,501.997   485,464.427   MT  0.99960260   -0 05 35.2
 FA4879
 FA4879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4879!SPC NC       -   0.99996460  x   0.99988263  =   0.99984724
 FA4879!UTM  17      -   0.99996460  x   0.99960260  =   0.99956722
 FA4879
 FA4879                          SUPERSEDED SURVEY CONTROL
 FA4879
 FA4879  NAD 83(1986)-  35 30 32.36495(N)    081 09 37.04694(W) AD(       ) 2
 FA4879  NGVD 29 (09/01/92)  257.3    (m)          844.     (f) VERT ANG    3  
 FA4879
 FA4879.Superseded values are not recommended for survey control.
 FA4879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4879.See file dsdata.txt to determine how the superseded data were derived.
 FA4879
 FA4879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8546429502(NAD 83)
 FA4879_MARKER: DE = TRAVERSE STATION DISK
 FA4879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4879_SP_SET: CONCRETE POST
 FA4879_STAMPING: BARBER 1983
 FA4879_MARK LOGO: NCGS  
 FA4879_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4879+STABILITY: SURFACE MOTION
 FA4879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4879+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1999
 FA4879
 FA4879  HISTORY     - Date     Condition        Report By
 FA4879  HISTORY     - 1983     MONUMENTED       NCGS
 FA4879  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 FA4879  HISTORY     - 19990308 GOOD             NCGS
 FA4879
 FA4879                          STATION DESCRIPTION
 FA4879
 FA4879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4879'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTH-SOUTHEAST OF MAIDEN AND
 FA4879'9.7 KM (6.0 MI) EAST-NORTHEAST OF LINCOLNTON.
 FA4879'ALONG NC 150 FOR 2.4 KM (1.5 MI) SOUTHWEST FROM SR 1349 (AT PUMPKIN
 FA4879'CENTER), ON THE LEFT, ON A 5 FT (1.5 M) CUT AT A FENCE LINE.
 FA4879'MARK PROJECTS 3 INCHES ABOVE GROUND.  LOCATED 10.45 M (34.28 FT)
 FA4879'SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 150--AND 5.55 M (18.21 FT)
 FA4879'WEST-SOUTHWEST OF A FENCE POST, 1.4 M (4.6 FT) NORTHEAST OF A FENCE
 FA4879'POST, 7.28 M (23.88 FT) NORTH-NORTHWEST OF A 5-INCH SHORT LEAF
 FA4879'PINE--ALL THREE WITH REFERENCE TAGS.
 FA4879
 FA4879                          STATION RECOVERY (1995)
 FA4879
 FA4879'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4879'MARK NOT FOUND.
 FA4879
 FA4879                          STATION RECOVERY (1999)
 FA4879
 FA4879'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA4879'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS LOCATED
 FA4879'138.3 FT (42.2 M) SOUTHWEST OF SOUTH END OF 24-INCH RCP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7089 ***********************************************************************
 DK7089  DESIGNATION -  BARBER SHOP
 DK7089  PID         -  DK7089
 DK7089  STATE/COUNTY-  NC/RUTHERFORD
 DK7089  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 DK7089
 DK7089                         *CURRENT SURVEY CONTROL
 DK7089  ___________________________________________________________________
 DK7089* NAD 83(2007)-  35 21 34.19766(N)    081 55 00.68970(W)     ADJUSTED  
 DK7089* NAVD 88     -       330.40   (meters)    1084.0    (feet)  LEVELING  
 DK7089  ___________________________________________________________________
 DK7089  EPOCH DATE  -        2002.00
 DK7089  X           -     732,253.104 (meters)                     COMP
 DK7089  Y           -  -5,155,953.255 (meters)                     COMP
 DK7089  Z           -   3,670,638.952 (meters)                     COMP
 DK7089  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DK7089  ELLIP HEIGHT-         298.532 (meters)          (09/19/08) ADJUSTED
 DK7089  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 DK7089  HORZ ORDER  -  B
 DK7089  VERT ORDER  -  THIRD ?
 DK7089  ELLP ORDER  -  FOURTH    CLASS II
 DK7089
 DK7089.The horizontal coordinates were established by GPS observations
 DK7089.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 DK7089
 DK7089.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7089.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7089.The horizontal coordinates are valid at the epoch date displayed above.
 DK7089.The epoch date for horizontal control is a decimal equivalence
 DK7089.of Year/Month/Day.
 DK7089
 DK7089.The orthometric height was determined by differential leveling.
 DK7089.The vertical network tie was performed by a horz. field party for horz.
 DK7089.obs reductions. Reset procedures were used to establish the elevation.
 DK7089
 DK7089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7089
 DK7089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7089
 DK7089.The ellipsoidal height was determined by GPS observations
 DK7089.and is referenced to NAD 83.
 DK7089
 DK7089.The geoid height was determined by GEOID03.
 DK7089
 DK7089;                    North         East     Units Scale Factor Converg.
 DK7089;SPC NC       -   182,435.923   344,567.853   MT  0.99987435   -1 41 00.7
 DK7089;SPC NC       -   598,541.86  1,130,469.70   sFT  0.99987435   -1 41 00.7
 DK7089;UTM  17      - 3,913,297.074   416,701.551   MT  0.99968551   -0 31 50.2
 DK7089
 DK7089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7089!SPC NC       -   0.99995314  x   0.99987435  =   0.99982750
 DK7089!UTM  17      -   0.99995314  x   0.99968551  =   0.99963867
 DK7089
 DK7089                          SUPERSEDED SURVEY CONTROL
 DK7089
 DK7089.No superseded survey control is available for this station.
 DK7089
 DK7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1670213297(NAD 83)
 DK7089_MARKER: F = FLANGE-ENCASED ROD
 DK7089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK7089_STAMPING: BARBER SHOP 2006
 DK7089_MARK LOGO: NCGS  
 DK7089_PROJECTION: RECESSED 3 CENTIMETERS
 DK7089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7089+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 DK7089_ROD/PIPE-DEPTH: 6.1  meters
 DK7089_SLEEVE-DEPTH  : 0.9 meters
 DK7089
 DK7089  HISTORY     - Date     Condition        Report By
 DK7089  HISTORY     - 20060225 MONUMENTED       NCGS
 DK7089
 DK7089                          STATION DESCRIPTION
 DK7089
 DK7089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DK7089'THE STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) EAST-NORTHEAST OF
 DK7089'SPINDALE, 2.4 MI (3.9 KM) EAST-SOUTHEAST OF RUTHERFORDTON AND 3.6 MI
 DK7089'(5.8 KM) WEST-NORTHWEST OF FOREST CITY.
 DK7089' 
 DK7089'PROCEED ALONG US 74 BUSINESS (MAIN STREET) FOR 1.9 MI (3.1 KM)
 DK7089'SOUTHEAST FROM US 74A AND US 221 TRUCK, THENCE NORTH-NORTHEAST FOR 0.4
 DK7089'MI (0.6 KM) ALONG SR 1591 (LEDBETTER ROAD) TO THE STATION IN THE
 DK7089'GRASSY AREA EAST OF CARVER CENTER DAY CARE.
 DK7089' 
 DK7089'MARK IS ABOUT 2 FT (0.6 M) HIGHER THAN SR 1591 AND RECESSED 1-INCH
 DK7089'BELOW THE GROUND.  LOCATED 69.0 FT (21.0 M) WEST-NORTHWEST OF THE
 DK7089'CENTERLINE OF SR 1591, 28.3 FT (8.6 M) SOUTHWEST OF A FIRE HYDRANT,
 DK7089'51.0 FT (15.5 M) EAST-SOUTHEAST OF THE EAST EDGE OF THE SCHOOL ASPHALT
 DK7089'PARKING LOT, 61.0 FT (18.6 M) SOUTHWEST OF THE CENTERLINE OF CARVER
 DK7089'STREET EXTENSION, 82.8 FT (25.2 M) NORTH OF THE NORTHWEST CORNER OF
 DK7089'THE BELL SOUTH TELEPHONE JUNCTION BOX AND 43.3 FT (13.2 M) NORTHWEST
 DK7089'OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8264 ***********************************************************************
 AI8264  DESIGNATION -  BARBIE
 AI8264  PID         -  AI8264
 AI8264  STATE/COUNTY-  NC/WARREN
 AI8264  USGS QUAD   -  MACON (1970)
 AI8264
 AI8264                         *CURRENT SURVEY CONTROL
 AI8264  ___________________________________________________________________
 AI8264* NAD 83(2001)-  36 26 05.02728(N)    078 05 51.26590(W)     ADJUSTED  
 AI8264* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 AI8264  ___________________________________________________________________
 AI8264  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AI8264  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AI8264  HORZ ORDER  -  SECOND
 AI8264
 AI8264.The horizontal coordinates were established by classical geodetic methods
 AI8264.and adjusted by the National Geodetic Survey in August 2005.
 AI8264
 AI8264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8264
 AI8264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8264
 AI8264.The geoid height was determined by GEOID03.
 AI8264
 AI8264;                    North         East     Units Scale Factor Converg.
 AI8264;SPC NC       -   298,208.293   690,524.207   MT  1.00008586   +0 31 15.1
 AI8264;SPC NC       -   978,371.71  2,265,494.84   sFT  1.00008586   +0 31 15.1
 AI8264;UTM  17      - 4,036,083.832   760,178.584   MT  1.00043411   +1 43 29.1
 AI8264
 AI8264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8264!SPC NC       -   0.99998692  x   1.00008586  =   1.00007278
 AI8264!UTM  17      -   0.99998692  x   1.00043411  =   1.00042103
 AI8264
 AI8264                          SUPERSEDED SURVEY CONTROL
 AI8264
 AI8264  NAD 83(1986)-  36 26 05.02476(N)    078 05 51.27624(W) AD(       ) 2
 AI8264  NGVD 29 (08/31/00)  117.0    (m)          384.     (f) VERT ANG    3  
 AI8264
 AI8264.Superseded values are not recommended for survey control.
 AI8264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8264.See file dsdata.txt to determine how the superseded data were derived.
 AI8264
 AI8264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6017936084(NAD 83)
 AI8264_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8264_STAMPING: BARBIE 1984
 AI8264_MARK LOGO: NCGS  
 AI8264_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8264+STABILITY: SURFACE MOTION
 AI8264
 AI8264  HISTORY     - Date     Condition        Report By
 AI8264  HISTORY     - 1984     MONUMENTED       NCGS
 AI8264
 AI8264                          STATION DESCRIPTION
 AI8264
 AI8264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8264'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) WEST OF MACON, AND ABOUT
 AI8264'6.6 KM (4.10 MI) NORTHEAST OF WARRENTON. PROCEED ALONG US 158 FOR 0.9
 AI8264'KM (0.55 MI) SOUTHWEST FROM THE US POST OFFICE IN MACON TO THE US 158
 AI8264'BYPASS INTERSECTION, THENCE WESTERLY ALONG US 158 BYPASS FOR 0.4 KM
 AI8264'(0.25 MI), OR 0.9 KM (0.55 MI) EAST OF SR 1309 CROSSROADS
 AI8264'INTERSECTION, AND AT SOUTH EDGE OF WOODS LINE. THE STATION IS A
 AI8264'STANDARD NCGS DISK STAMPED---BARBIE 1984---, SET INTO THE TOP OF A
 AI8264'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AI8264'9.54 M (31.3 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 AI8264'52.85 M (239.1 FT) EAST-SOUTHEAST FROM THE NORTH END OF A HIGHWAY
 AI8264'DRAIN CULVERT--AND 7.25 M (23.8 FT) SOUTHEAST FROM A TWIN TRUNK
 AI8264'POPLAR, 6.83 M (22.4 FT) SOUTHWEST FROM A 8 INCH GUM, AND 11.83 M
 AI8264'(38.8 FT) WEST FROM A 12 INCH PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2522 ***********************************************************************
 EZ2522  DESIGNATION -  BARBOUR
 EZ2522  PID         -  EZ2522
 EZ2522  STATE/COUNTY-  NC/WAKE
 EZ2522  USGS QUAD   -  RALEIGH EAST (1993)
 EZ2522
 EZ2522                         *CURRENT SURVEY CONTROL
 EZ2522  ___________________________________________________________________
 EZ2522* NAD 83(2001)-  35 49 00.26019(N)    078 36 02.21904(W)     ADJUSTED  
 EZ2522* NAVD 88     -        83.755  (meters)     274.79   (feet)  ADJUSTED  
 EZ2522  ___________________________________________________________________
 EZ2522  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 EZ2522  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EZ2522  DYNAMIC HT  -          83.682 (meters)     274.55  (feet)  COMP
 EZ2522  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 EZ2522
 EZ2522  HORZ ORDER  -  SECOND
 EZ2522  VERT ORDER  -  SECOND    CLASS II
 EZ2522
 EZ2522.The horizontal coordinates were established by classical geodetic methods
 EZ2522.and adjusted by the National Geodetic Survey in August 2005.
 EZ2522
 EZ2522.The orthometric height was determined by differential leveling
 EZ2522.and adjusted in June 1991.
 EZ2522
 EZ2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2522
 EZ2522.The geoid height was determined by GEOID03.
 EZ2522
 EZ2522.The dynamic height is computed by dividing the NAVD 88
 EZ2522.geopotential number by the normal gravity value computed on the
 EZ2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2522.degrees latitude (g = 980.6199 gals.).
 EZ2522
 EZ2522.The modeled gravity was interpolated from observed gravity values.
 EZ2522
 EZ2522;                    North         East     Units Scale Factor Converg.
 EZ2522;SPC NC       -   229,340.409   645,691.303   MT  0.99992110   +0 13 49.8
 EZ2522;SPC NC       -   752,427.66  2,118,405.55   sFT  0.99992110   +0 13 49.8
 EZ2522;UTM  17      - 3,966,279.455   716,770.094   MT  1.00017905   +1 24 16.8
 EZ2522
 EZ2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2522!SPC NC       -   0.99999203  x   0.99992110  =   0.99991313
 EZ2522!UTM  17      -   0.99999203  x   1.00017905  =   1.00017108
 EZ2522
 EZ2522:                Primary Azimuth Mark                     Grid Az
 EZ2522:SPC NC       -  LOUIS                                    237 30 56.1
 EZ2522:UTM  17      -  LOUIS                                    236 20 29.1
 EZ2522
 EZ2522|---------------------------------------------------------------------|
 EZ2522| PID    Reference Object                     Distance      Geod. Az  |
 EZ2522|                                                           dddmmss.s |
 EZ2522| EZ2523 LOUIS                               439.025 METERS 2374445.9 |
 EZ2522|---------------------------------------------------------------------|
 EZ2522
 EZ2522                          SUPERSEDED SURVEY CONTROL
 EZ2522
 EZ2522  NAD 83(1986)-  35 49 00.26390(N)    078 36 02.22937(W) AD(       ) 2
 EZ2522  NAD 27      -  35 48 59.72653(N)    078 36 03.21758(W) AD(       ) 2
 EZ2522  NGVD 29 (??/??/92)   84.033  (m)          275.70   (f) ADJ UNCH    2 2
 EZ2522
 EZ2522.Superseded values are not recommended for survey control.
 EZ2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2522.See file dsdata.txt to determine how the superseded data were derived.
 EZ2522
 EZ2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1677066279(NAD 83)
 EZ2522_MARKER: DE = TRAVERSE STATION DISK
 EZ2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2522_SP_SET: CONCRETE POST
 EZ2522_STAMPING: BARBOUR 1965
 EZ2522_MARK LOGO: NCGS  
 EZ2522_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2522+STABILITY: SURFACE MOTION
 EZ2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2522+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999
 EZ2522
 EZ2522  HISTORY     - Date     Condition        Report By
 EZ2522  HISTORY     - 1965     MONUMENTED       NCGS
 EZ2522  HISTORY     - 1976     GOOD             NCGS
 EZ2522  HISTORY     - 1984     GOOD             NCGS
 EZ2522  HISTORY     - 1984     GOOD             NCGS
 EZ2522  HISTORY     - 19990608 GOOD             NCGS
 EZ2522
 EZ2522                          STATION DESCRIPTION
 EZ2522
 EZ2522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ2522'BARBOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ2522'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ2522'
 EZ2522'BARBOUR IS 3.3 MILES NE OF RALEIGH.  LOCATED 0.25 MILES NE
 EZ2522'ALONG U.S. 1 NORTH FROM BRIDGE OVER THE U.S. 1 BYPASS.  0.35
 EZ2522'MILES SW OF SR 2065.  AT THE CREST OF LONG HILL IN FRONT OF
 EZ2522'WESTINGHOUSE METER PLANT.
 EZ2522'
 EZ2522'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2522'BARBOUR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2522'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2522'
 EZ2522'MARK IS
 EZ2522'
 EZ2522'29.6 FT S OF C/L OF S BOUND LANE
 EZ2522'
 EZ2522'45.6 FT N OF C/L OF N BOUND LANE
 EZ2522'
 EZ2522'14.4 FT S OF YELLOW ARROW ON S BOUND LANE
 EZ2522'
 EZ2522'11.2 FT E OF YELLOW ARROW ON CROSSOVER
 EZ2522'
 EZ2522'10.2 FT N OF SR 2027 SIGN POST WITH ALUMINUM REF. TAG
 EZ2522'
 EZ2522'21.3 FT SW OF ONE WAY SIGN ON S BOUND LANE WITH ALUMINUM REF. TAG
 EZ2522'
 EZ2522'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2522
 EZ2522                          STATION RECOVERY (1976)
 EZ2522
 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2522'3.3 MI NE FROM RALEIGH.
 EZ2522'STATION IS LOCATED 0.25 MILE NORTHEAST ALONG US 1 NORTH FROM BRIDGE
 EZ2522'OVER THE US 1 BYPASS, 0.35 MILE SOUTHWEST OF SR 2065, AT THE CREST OF
 EZ2522'LONG HILL IN FRONT OF WESTINGHOUSE METER PLANT.  17.1 FT. SSE OF EDGE
 EZ2522'OF S BOUND LANE, 34.4 FT. ENE OF CENTERLINE OF MEDIAN CROSSOVER, 9.2
 EZ2522'FT. N OF A 4 X 4 IN. SIGN POST WITH ALUMINUM REF. TAG, 59.5 FT. SW OF
 EZ2522'METAL DO NOT ENTER SIGN POST, 59.0 FT. SW OF THE PROLONGATION OF THE
 EZ2522'NORTHEAST WALL OF THE FRONT BUILDING IN WESTINGHOUSE COMPLEX AND 81.5
 EZ2522'FT. SE OF POWER POLE WITH 2 TRANSFORMERS AND ALUMINUM REF. TAG.  DISK
 EZ2522'IS SET IN TOP OF CONCRETE CYLINDER, 3 INCHES BELOW THE SURFACE OF THE
 EZ2522'GROUND.
 EZ2522
 EZ2522                          STATION RECOVERY (1984)
 EZ2522
 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ2522'THE STATION WAS RECOVERED AT THIS DATE.
 EZ2522'A NEW DESCRIPTION FOLLOWS.
 EZ2522'
 EZ2522'AT THE INTERSECTION OF US 1 (NORTH BOULEVARD) AND HIGHWOODS
 EZ2522'BOULEVARD, IN THE MEDIAN AT THE CROSSOVER.
 EZ2522'
 EZ2522'LOCATED 10.7 METERS (35.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 EZ2522'THE SOUTHBOUND LANE OF US 1,
 EZ2522'13.7 METERS (45.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EZ2522'NORTHBOUND LANE,
 EZ2522'14.0 METERS (46.0 FT) EAST-NORTHEAST OF THE CENTER OF THE CROSSOVER,
 EZ2522'2.8 METERS (9.0 FT) NORTH OF A REFLECTOR POST, AND
 EZ2522'4.6 METERS (15.0 FT) NORTHWEST OF A STREET SIGN POST.
 EZ2522'MARK IS RECESSED 1 CM BELOW GROUND.
 EZ2522'
 EZ2522'STATION IS ALSO A BENCH MARK.
 EZ2522
 EZ2522                          STATION RECOVERY (1984)
 EZ2522
 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ2522'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE
 EZ2522'INTERSECTION OF US 1 (NORTH BOULEVARD) AND HIGHWOODS BOULEVARD, IN
 EZ2522'THE MEDIAN AT THE CROSSOVER.  LOCATED 10.7 METERS (35.2 FT)
 EZ2522'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF US 1,
 EZ2522'13.7 METERS (45.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EZ2522'NORTHBOUND LANE, 14.0 METERS (46.0 FT) EAST-NORTHEAST OF THE CENTER
 EZ2522'OF THE CROSSOVER, 2.8 METERS (9.0 FT) NORTH OF A REFLECTOR POST, AND
 EZ2522'4.6 METERS (15.0 FT) NORTHWEST OF A STREET SIGN POST.  MARK IS
 EZ2522'RECESSED 1 CM BELOW GROUND.
 EZ2522
 EZ2522                          STATION RECOVERY (1999)
 EZ2522
 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EZ2522'STATION WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES.
 EZ2522'STATION IS ABOUT 1-FT LOWER THAN US 1 SOUTH BOUND AND IS RECESSED 3
 EZ2522'INCHES BELOW THE GROUND SURFACE. LOCATED 0.25 MI (0.40 KM) NORTHEAST
 EZ2522'ALONG US 1 NORTH FROM BRIDGE OVER I-440 OUTER LOOP. 11.4 FT (3.5 M)
 EZ2522'SOUTH OF A NO-U-TURN SIGN POST. THE SR 2027 SIGN POST AND ONE WAY SIGN
 EZ2522'ON SOUTH BOUND LANE, BOTH WITH REFERENCE TAGS, HAVE BEEN REMOVED. THE
 EZ2522'TWO YELLOW PAINTED ARROWS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1312 ***********************************************************************
 EC1312  HT_MOD      -  This is a Height Modernization Survey Station.
 EC1312  DESIGNATION -  BARBOUR
 EC1312  PID         -  EC1312
 EC1312  STATE/COUNTY-  NC/ANSON
 EC1312  USGS QUAD   -  WADESBORO (1988)
 EC1312
 EC1312                         *CURRENT SURVEY CONTROL
 EC1312  ___________________________________________________________________
 EC1312* NAD 83(2007)-  34 57 10.86602(N)    080 03 39.84299(W)     ADJUSTED  
 EC1312* NAVD 88     -       132.22   (meters)     433.8    (feet)  GPS OBS   
 EC1312  ___________________________________________________________________
 EC1312  EPOCH DATE  -        2002.00
 EC1312  X           -     903,293.579 (meters)                     COMP
 EC1312  Y           -  -5,154,954.946 (meters)                     COMP
 EC1312  Z           -   3,633,654.292 (meters)                     COMP
 EC1312  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 EC1312  ELLIP HEIGHT-         101.506 (meters)          (02/10/07) ADJUSTED
 EC1312  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 EC1312
 EC1312  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EC1312  Type    PID    Designation                      North   East  Ellip
 EC1312  -------------------------------------------------------------------
 EC1312  NETWORK EC1312 BARBOUR                           0.94   1.29   2.31
 EC1312  -------------------------------------------------------------------
 EC1312
 EC1312.The horizontal coordinates were established by GPS observations
 EC1312.and adjusted by the National Geodetic Survey in February 2007.
 EC1312
 EC1312.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EC1312.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EC1312.The horizontal coordinates are valid at the epoch date displayed above.
 EC1312.The epoch date for horizontal control is a decimal equivalence
 EC1312.of Year/Month/Day.
 EC1312
 EC1312.The orthometric height was determined by GPS observations and a
 EC1312.high-resolution geoid model.
 EC1312.The orthometric height was determined by GPS observations and a
 EC1312.high-resolution geoid model using precise GPS observation and
 EC1312.processing techniques.
 EC1312
 EC1312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EC1312
 EC1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1312
 EC1312.The ellipsoidal height was determined by GPS observations
 EC1312.and is referenced to NAD 83.
 EC1312
 EC1312.The geoid height was determined by GEOID03.
 EC1312
 EC1312;                    North         East     Units Scale Factor Converg.
 EC1312;SPC NC       -   133,968.989   512,695.862   MT  0.99988611   -0 36 44.7
 EC1312;SPC NC       -   439,529.92  1,682,069.67   sFT  0.99988611   -0 36 44.7
 EC1312;UTM  17      - 3,868,235.452   585,729.417   MT  0.99969058   +0 32 16.6
 EC1312
 EC1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1312!SPC NC       -   0.99998407  x   0.99988611  =   0.99987018
 EC1312!UTM  17      -   0.99998407  x   0.99969058  =   0.99967465
 EC1312
 EC1312:                Primary Azimuth Mark                     Grid Az
 EC1312:SPC NC       -  PAUL                                     018 33 42.0
 EC1312:UTM  17      -  PAUL                                     017 24 40.7
 EC1312
 EC1312|---------------------------------------------------------------------|
 EC1312| PID    Reference Object                     Distance      Geod. Az  |
 EC1312|                                                           dddmmss.s |
 EC1312| EC1310 PAUL                                APPROX. 1.1 KM 0175657.3 |
 EC1312| AG9898 WADESBORO PEE DEE ELECTRIC TWR      496.951 METERS 0572239.7 |
 EC1312| EC1313 DEERE                               297.642 METERS 16849     |
 EC1312| EC1305 WADESBORO METHODIST CHURCH          APPROX. 1.9 KM 3131348.1 |
 EC1312|---------------------------------------------------------------------|
 EC1312
 EC1312                          SUPERSEDED SURVEY CONTROL
 EC1312
 EC1312  NAD 83(2001)-  34 57 10.86601(N)    080 03 39.84303(W) AD(       ) B
 EC1312  ELLIP H (09/06/05)  101.506  (m)                       GP(       ) 4 2
 EC1312  NAD 83(2001)-  34 57 10.86689(N)    080 03 39.84471(W) AD(       ) 2
 EC1312  NAD 83(1986)-  34 57 10.87743(N)    080 03 39.85638(W) AD(       ) 2
 EC1312  NAD 83(1986)-  34 57 10.88020(N)    080 03 39.85838(W) AD(       ) 2
 EC1312  NAD 27      -  34 57 10.32151(N)    080 03 40.64077(W) AD(       ) 2
 EC1312  NGVD 29 (07/19/86)  132.6    (m)          435.     (f) VERT ANG    3  
 EC1312
 EC1312.Superseded values are not recommended for survey control.
 EC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1312.See file dsdata.txt to determine how the superseded data were derived.
 EC1312
 EC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8572968235(NAD 83)
 EC1312_MARKER: DE = TRAVERSE STATION DISK
 EC1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1312_STAMPING: BARBOUR 1970
 EC1312_MARK LOGO: NCGS  
 EC1312_MAGNETIC: N = NO MAGNETIC MATERIAL
 EC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1312+STABILITY: SURFACE MOTION
 EC1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EC1312+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 EC1312
 EC1312  HISTORY     - Date     Condition        Report By
 EC1312  HISTORY     - 1970     MONUMENTED       NCGS
 EC1312  HISTORY     - 1987     GOOD             USPSQD
 EC1312  HISTORY     - 19880918 GOOD             NCGS
 EC1312  HISTORY     - 20040515 GOOD             NCGS
 EC1312  HISTORY     - 20060914 GOOD             USPSQD
 EC1312
 EC1312                          STATION DESCRIPTION
 EC1312
 EC1312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1312'BARBOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1312'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1312'
 EC1312'BARBOUR IS LOCATED APPROXIMATELY 1.3 MILES SOUTHEAST OF WADESBORO.
 EC1312'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND US 52 ON
 EC1312'EAST SIDE OF WADESBORO, GO SOUTH ON US 52 FOR 0.8 MILE TO STATION
 EC1312'ON RIGHT, IN SOUTHWEST CORNER OF YARD, APPROXIMATELY 150 FEET
 EC1312'SOUTH OF PAUL AND BARBERS GARAGE.  STATION IS 0.2 MILE NORTH OF
 EC1312'INTERSECTION OF US 52 AND SR 1816.
 EC1312'
 EC1312'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARBOUR
 EC1312'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1312'FLUSH WITH THE SURFACE OF THE GROUND.
 EC1312'
 EC1312'MARK IS
 EC1312'109.3 FEET N OF ALUMINUM REF. TAG ON PP NO. 8.
 EC1312'26.5 FEET SSW OF S END OF CULVERT UNDER DRIVE TO WHITE HOUSE.
 EC1312'132.3 FEET SE OF SE CORNER OF PAUL AND BARBERS GARAGE BUILDING.
 EC1312'38.4 FEET S OF C/L OF DRIVE TO WHITE HOUSE.
 EC1312'111.0 FEET NNE OF BASE OF GUY WIRE ON PP NO. 8.
 EC1312
 EC1312                          STATION RECOVERY (1987)
 EC1312
 EC1312'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 EC1312'RECOVERED IN GOOD CONDITION.
 EC1312
 EC1312                          STATION RECOVERY (1988)
 EC1312
 EC1312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 EC1312'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 EC1312'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF WADESBORO. ALONG
 EC1312'US 52 FOR 0.8 MI (1.3 KM) SOUTH FROM US 74 (ON EAST SIDE OF
 EC1312'WADESBORO), OR 0.2 MI (0.3 KM) NORTH OF SR 1816 CROSSROADS, ON WEST
 EC1312'SIDE OF HIGHWAY IN SOUTHWEST CORNER OF YARD. MARK IS ABOUT LEVEL WITH
 EC1312'HIGHWAY AND FLUSH WITH GROUND. LOCATED 36.0 FT (11.0 M) WEST OF THE
 EC1312'CENTERLINE OF HIGHWAY, 32.4 FT (9.9 M) SOUTH OF CENTERLINE OF DRIVE TO
 EC1312'A WHITE HOUSE, 26.5 FT (8.1 M) SOUTH-SOUTHWEST OF SOUTH END OF CULVERT
 EC1312'UNDER DRIVE TO WHITE HOUSE, 132.3 FT (40.3 M) SOUTHEAST OF SOUTHEAST
 EC1312'CORNER OF--PAUL AND BARBERS--GARAGE BUILDING, 111.0 FT (33.8 M)
 EC1312'NORTH-NORTHEAST OF BASE OF GUY WIRE ON POWER POLE (8), AND 42.3 FT
 EC1312'(12.9 M) SOUTH OF POWER POLE WITH REFERENCE TAG.
 EC1312
 EC1312                          STATION RECOVERY (2004)
 EC1312
 EC1312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 EC1312'RECOVERED AS DESCRIBED.
 EC1312
 EC1312                          STATION RECOVERY (2006)
 EC1312
 EC1312'RECOVERY NOTE BY US POWER SQUADRON 2006
 EC1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5228 ***********************************************************************
 EZ5228  DESIGNATION -  BARBOUR
 EZ5228  PID         -  EZ5228
 EZ5228  STATE/COUNTY-  NC/JOHNSTON
 EZ5228  USGS QUAD   -  GARNER (1993)
 EZ5228
 EZ5228                         *CURRENT SURVEY CONTROL
 EZ5228  ___________________________________________________________________
 EZ5228* NAD 83(2001)-  35 40 27.21524(N)    078 30 10.81348(W)     ADJUSTED  
 EZ5228* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 EZ5228  ___________________________________________________________________
 EZ5228  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 EZ5228  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EZ5228  HORZ ORDER  -  SECOND
 EZ5228
 EZ5228.The horizontal coordinates were established by classical geodetic methods
 EZ5228.and adjusted by the National Geodetic Survey in August 2005.
 EZ5228
 EZ5228.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5228
 EZ5228.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5228
 EZ5228.The geoid height was determined by GEOID03.
 EZ5228
 EZ5228;                    North         East     Units Scale Factor Converg.
 EZ5228;SPC NC       -   213,569.484   654,591.108   MT  0.99989970   +0 17 12.7
 EZ5228;SPC NC       -   700,685.88  2,147,604.33   sFT  0.99989970   +0 17 12.7
 EZ5228;UTM  17      - 3,950,689.293   725,993.348   MT  1.00022940   +1 27 24.5
 EZ5228
 EZ5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5228!SPC NC       -   0.99998807  x   0.99989970  =   0.99988777
 EZ5228!UTM  17      -   0.99998807  x   1.00022940  =   1.00021746
 EZ5228
 EZ5228:                Primary Azimuth Mark                     Grid Az
 EZ5228:SPC NC       -  YANCEY                                   201 46 44.5
 EZ5228:UTM  17      -  YANCEY                                   200 36 32.7
 EZ5228
 EZ5228|---------------------------------------------------------------------|
 EZ5228| PID    Reference Object                     Distance      Geod. Az  |
 EZ5228|                                                           dddmmss.s |
 EZ5228| EZ5244 YANCEY                              APPROX. 0.6 KM 2020357.2 |
 EZ5228| EZ2553 MORIAH RESET                        312.944 METERS 31205     |
 EZ5228|---------------------------------------------------------------------|
 EZ5228
 EZ5228                          SUPERSEDED SURVEY CONTROL
 EZ5228
 EZ5228  NAD 83(1986)-  35 40 27.22065(N)    078 30 10.82352(W) AD(       ) 2
 EZ5228  NAD 27      -  35 40 26.65850(N)    078 30 11.80903(W) AD(       ) 2
 EZ5228  NGVD 29 (07/19/86)  110.0    (m)          361.     (f) VERT ANG    3  
 EZ5228
 EZ5228.Superseded values are not recommended for survey control.
 EZ5228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5228.See file dsdata.txt to determine how the superseded data were derived.
 EZ5228
 EZ5228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2599350689(NAD 83)
 EZ5228_MARKER: DE = TRAVERSE STATION DISK
 EZ5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5228_STAMPING: BARBOUR 1968
 EZ5228_MARK LOGO: NCGS  
 EZ5228_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5228+STABILITY: SURFACE MOTION
 EZ5228
 EZ5228  HISTORY     - Date     Condition        Report By
 EZ5228  HISTORY     - 1968     MONUMENTED       NCGS
 EZ5228  HISTORY     - 20011219 MARK NOT FOUND   NCGS
 EZ5228  HISTORY     - 20070323 MARK NOT FOUND   GEOCAC
 EZ5228
 EZ5228                          STATION DESCRIPTION
 EZ5228
 EZ5228'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5228'BARBOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5228'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ5228'
 EZ5228'BARBOUR IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF THE
 EZ5228'CENTER OF CLAYTON.  TO REACH STATION PROCEED FROM THE
 EZ5228'INTERSECTION OF SR 2558 WITH SR 1004 (OLD U.S. 70), GO
 EZ5228'SOUTHEAST ON SR 1004 FOR 1.3 MILES TO OLD STORE, AND STATION.
 EZ5228'WHICH IS ON THE EAST SIDE OF DRIVEWAY TO A ONE STORY WHITE
 EZ5228'FRAME HOUSE AT EAST SIDE OF OLD STORE, ON SOUTHWEST BANK OF
 EZ5228'SR 1004 AND 0.25 MILE SOUTHEAST OF JOHNSTON-WAKE COUNTY
 EZ5228'LINE.
 EZ5228'
 EZ5228'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5228'BARBOUR 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5228'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5228'
 EZ5228'MARK IS
 EZ5228'
 EZ5228'37.8 FT SW OF C/L OF SR 1004 (OLD U.S. 70)
 EZ5228'
 EZ5228'135.5 FT SE OF TP 78 WITH ALUMINUM REF. TAG ON SOUTHWEST
 EZ5228'SIDE OF SR 1004
 EZ5228'
 EZ5228'23.5 FT NW OF TP 77 WITH ALUMINUM REF. TAG ON SW SIDE OF SR 1004
 EZ5228'
 EZ5228'156.9 FT NNE OF PP WITH ALUMINUM REF. TAG AT W SIDE OF
 EZ5228'CULTIVATED FIELD NEXT TO BARN
 EZ5228'
 EZ5228'42.1 FT E OF NE CORNER OF BRICK BUILDING THAT WAS AN OLD STORE
 EZ5228
 EZ5228                          STATION RECOVERY (2001)
 EZ5228
 EZ5228'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ5228'NOT FOUND, BELIEVE DESTROYED.
 EZ5228
 EZ5228                          STATION RECOVERY (2007)
 EZ5228
 EZ5228'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5228'THE ROOF OF THE OLD STORE HAS COLLAPSED BUT THE REFERENCED WALL IS
 EZ5228'STANDING. MEASUREMENTS FALL UNDER A GRAVEL DRIVEWAY. THE AREA WAS
 EZ5228'SCANNED WITH A METAL DETECTOR BUT THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0624 ***********************************************************************
 EX0624  DESIGNATION -  BARBOUR
 EX0624  PID         -  EX0624
 EX0624  STATE/COUNTY-  NC/DARE
 EX0624  USGS QUAD   -  LONG SHOAL POINT (1951)
 EX0624
 EX0624                         *CURRENT SURVEY CONTROL
 EX0624  ___________________________________________________________________
 EX0624* NAD 83(2001)-  35 37 21.86469(N)    075 50 30.22482(W)     ADJUSTED  
 EX0624* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 EX0624  ___________________________________________________________________
 EX0624  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EX0624  GEOID HEIGHT-         -38.86  (meters)                     GEOID03
 EX0624  HORZ ORDER  -  SECOND
 EX0624
 EX0624.The horizontal coordinates were established by classical geodetic methods
 EX0624.and adjusted by the National Geodetic Survey in August 2005.
 EX0624
 EX0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0624
 EX0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0624
 EX0624.The geoid height was determined by GEOID03.
 EX0624
 EX0624;                    North         East     Units Scale Factor Converg.
 EX0624;SPC NC       -   212,295.361   895,633.917   MT  0.99989349   +1 49 22.3
 EX0624;SPC NC       -   696,505.70  2,938,425.61   sFT  0.99989349   +1 49 22.3
 EX0624;UTM  18      - 3,942,432.267   423,776.393   MT  0.99967159   -0 29 25.0
 EX0624
 EX0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0624!SPC NC       -   1.00000597  x   0.99989349  =   0.99989946
 EX0624!UTM  18      -   1.00000597  x   0.99967159  =   0.99967756
 EX0624
 EX0624:                Primary Azimuth Mark                     Grid Az
 EX0624:SPC NC       -  JOHN                                     127 02 07.8
 EX0624:UTM  18      -  JOHN                                     129 20 55.1
 EX0624
 EX0624|---------------------------------------------------------------------|
 EX0624| PID    Reference Object                     Distance      Geod. Az  |
 EX0624|                                                           dddmmss.s |
 EX0624| EX0623 JOHN                                APPROX. 1.3 KM 1285130.1 |
 EX0624|---------------------------------------------------------------------|
 EX0624
 EX0624                          SUPERSEDED SURVEY CONTROL
 EX0624
 EX0624  NAD 83(1986)-  35 37 21.86434(N)    075 50 30.22074(W) AD(       ) 2
 EX0624  NAD 27      -  35 37 21.24075(N)    075 50 31.56573(W) AD(       ) 2
 EX0624  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG    3  
 EX0624
 EX0624.Superseded values are not recommended for survey control.
 EX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0624.See file dsdata.txt to determine how the superseded data were derived.
 EX0624
 EX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2377642432(NAD 83)
 EX0624_MARKER: DE = TRAVERSE STATION DISK
 EX0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0624_STAMPING: BARBOUR 1974
 EX0624_MARK LOGO: NCGS  
 EX0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0624+STABILITY: SURFACE MOTION
 EX0624
 EX0624  HISTORY     - Date     Condition        Report By
 EX0624  HISTORY     - 1974     MONUMENTED       NCGS
 EX0624
 EX0624                          STATION DESCRIPTION
 EX0624
 EX0624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0624'BARBOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EX0624'IN THE VICINITY OF STUMPY POINT, NORTH CAROLINA.
 EX0624'
 EX0624'BARBOUR IS LOCATED APPROXIMATELY 7.8 MILES SOUTHWEST OF STUMPY
 EX0624'POINT AND 11.7 MILES NORTHEAST OF ENGELHARD (HYDE COUNTY).  TO
 EX0624'REACH STATION FROM THE U.S. 264 BRIDGE OVER THE LONG SHOAL RIVER
 EX0624'AT THE DARE - HYDE COUNTY LINE, PROCEED EASTERLY ALONG U.S. 264
 EX0624'FOR 3.2 MILES TO STATION ON THE RIGHT DIRECTLY IN FRONT OF A
 EX0624'POWER POLE, NEAR A LONE 18 INCH PINE AT EDGE OF CANAL, AND 0.9
 EX0624'MILE SOUTHEAST OF CONCRETE BRIDGE OVER DEEP CREEK.
 EX0624'
 EX0624'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0624'BARBOUR 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0624'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0624'
 EX0624'MARK IS 16.6 FT SW OF C/L OF U.S. 264
 EX0624'
 EX0624'13.3 FT NE OF PP WITH ALUMINUM REF. TAG
 EX0624'
 EX0624'54.8 FT W OF 18 INCH PINE WITH ALUMINUM REF. TAG
 EX0624'
 EX0624'136.4 FT SSE OF 6 INCH SOURWOOD TREE AT EDGE OF CANAL WITH
 EX0624'ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1856 ***********************************************************************
 EY1856  DESIGNATION -  BARBQ
 EY1856  PID         -  EY1856
 EY1856  STATE/COUNTY-  NC/LENOIR
 EY1856  USGS QUAD   -  GRIFTON (1983)
 EY1856
 EY1856                         *CURRENT SURVEY CONTROL
 EY1856  ___________________________________________________________________
 EY1856* NAD 83(2001)-  35 20 55.62498(N)    077 28 07.73679(W)     ADJUSTED  
 EY1856* NAVD 88     -        12.896  (meters)      42.31   (feet)  ADJUSTED  
 EY1856  ___________________________________________________________________
 EY1856  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EY1856  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 EY1856  DYNAMIC HT  -          12.885 (meters)      42.27  (feet)  COMP
 EY1856  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 EY1856
 EY1856  HORZ ORDER  -  SECOND
 EY1856  VERT ORDER  -  SECOND    CLASS II
 EY1856
 EY1856.The horizontal coordinates were established by classical geodetic methods
 EY1856.and adjusted by the National Geodetic Survey in August 2005.
 EY1856
 EY1856.The orthometric height was determined by differential leveling
 EY1856.and adjusted in June 1991.
 EY1856
 EY1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1856
 EY1856.The geoid height was determined by GEOID03.
 EY1856
 EY1856.The dynamic height is computed by dividing the NAVD 88
 EY1856.geopotential number by the normal gravity value computed on the
 EY1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1856.degrees latitude (g = 980.6199 gals.).
 EY1856
 EY1856.The modeled gravity was interpolated from observed gravity values.
 EY1856
 EY1856;                    North         East     Units Scale Factor Converg.
 EY1856;SPC NC       -   178,426.547   748,761.459   MT  0.99987402   +0 53 01.5
 EY1856;SPC NC       -   585,387.76  2,456,561.55   sFT  0.99987402   +0 53 01.5
 EY1856;UTM  18      - 3,914,520.489   275,653.454   MT  1.00022031   -1 25 44.2
 EY1856
 EY1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1856!SPC NC       -   1.00000366  x   0.99987402  =   0.99987768
 EY1856!UTM  18      -   1.00000366  x   1.00022031  =   1.00022397
 EY1856
 EY1856                          SUPERSEDED SURVEY CONTROL
 EY1856
 EY1856  NAD 83(1986)-  35 20 55.63268(N)    077 28 07.74158(W) AD(       ) 2
 EY1856  NGVD 29 (10/26/90)   13.25   (m)           43.5    (f) LEVELING    3  
 EY1856
 EY1856.Superseded values are not recommended for survey control.
 EY1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1856.See file dsdata.txt to determine how the superseded data were derived.
 EY1856
 EY1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7565314520(NAD 83)
 EY1856_MARKER: DE = TRAVERSE STATION DISK
 EY1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1856_SP_SET: CONCRETE POST
 EY1856_STAMPING: BARBQ 1979
 EY1856_MARK LOGO: NCGS  
 EY1856_PROJECTION: FLUSH
 EY1856_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1856+STABILITY: SURFACE MOTION
 EY1856
 EY1856  HISTORY     - Date     Condition        Report By
 EY1856  HISTORY     - 1979     MONUMENTED       NCGS
 EY1856  HISTORY     - 1980     GOOD             NCGS
 EY1856  HISTORY     - 19850901 GOOD             NCGS
 EY1856  HISTORY     - 19890715 GOOD             USPSQD
 EY1856  HISTORY     - 19910331 GOOD             USPSQD
 EY1856
 EY1856                          STATION DESCRIPTION
 EY1856
 EY1856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1856'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHWEST OF GRIFTON
 EY1856'AND 3.1 MILES NORTHEAST OF GRAINGERS.
 EY1856'
 EY1856'TO REACH STATION FROM THE NC 11 BRIDGE OVER CONTENTNEA CREEK (AT
 EY1856'COUNTY LINE), PROCEED SOUTHERLY ALONG NC 11 FOR 2.45 MILES TO STATION
 EY1856'ON THE LEFT AT BUDDYS BARBQ RESTAURANT AND ON THE PROLONGATION OF A
 EY1856'CORRUGATED FENCE AND 0.3 MILE NORTHEAST OF SR 1719 (N).
 EY1856'
 EY1856'STATION MARK IS A STANDARD DISK STAMPED---BARBQ 1979---SET IN TOP OF
 EY1856'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY1856'THE MARK IS 25.0 FEET SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES,
 EY1856'21.3 FEET NORTHWEST OF WEST END OF FENCE, 48.4 FEET SOUTHWEST OF 8
 EY1856'INCH MAPLE, 35.5 FEET NORTHEAST OF NO PARKING SIGN POST WITH REFERENCE
 EY1856'TAG, 60.4 FEET NORTH-NORTHEAST OF WEST POST OF RESTAURANT SIGN AND
 EY1856'129.0 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF BLOCK RESTAURANT.
 EY1856
 EY1856                          STATION RECOVERY (1980)
 EY1856
 EY1856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1856'2.5 MI SW FROM GRIFTON.
 EY1856'2.45 MILES SOUTH ALONG N.C. 11 FROM THE BRIDGE OVER CONTENTNEA CREEK
 EY1856'AND THE PITT-LENOIR COUNTY LINE, APPROXIMATELY 100 FEET NORTH OF
 EY1856'BUDDY BARBQ RESTAURANT, ON PROLONGATION OF A FENCE, AND 0.3 MILE
 EY1856'NORTHEAST OF SR 1719 CROSSOVER, 25.0 FEET SOUTHEAST OF CENTERLINE OF
 EY1856'NORTH BOUND LANES, 21.3 FEET NORTHWEST OF WEST END OF FENCE, 47.4
 EY1856'FEET SOUTHWEST OF 8 INCH MAPLE IN YARD, 35.5 FEET NORTHEAST OF A
 EY1856'--NO PARKING-- SIGN WITH REFERENCE TAG, 60.4 FEET NORTH-NORTHEAST OF
 EY1856'WEST RESTAURANT SIGN POST AND 129.0 FEET NORTH-NORTHEAST OF
 EY1856'NORTHWEST CORNER OF CONCRETE BLOCK RESTAURANT.
 EY1856'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1856
 EY1856                          STATION RECOVERY (1985)
 EY1856
 EY1856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY1856'RECOVERED AS DESCRIBED.
 EY1856
 EY1856                          STATION RECOVERY (1989)
 EY1856
 EY1856'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1856'RECOVERED IN GOOD CONDITION.
 EY1856
 EY1856                          STATION RECOVERY (1991)
 EY1856
 EY1856'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6635 ***********************************************************************
 EZ6635  DESIGNATION -  BARBS
 EZ6635  PID         -  EZ6635
 EZ6635  STATE/COUNTY-  NC/WAKE
 EZ6635  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6635
 EZ6635                         *CURRENT SURVEY CONTROL
 EZ6635  ___________________________________________________________________
 EZ6635* NAD 83(2001)-  35 36 17.94792(N)    078 48 16.08326(W)     ADJUSTED  
 EZ6635* NAVD 88     -       134.3    (meters)     441.     (feet)  VERTCON   
 EZ6635  ___________________________________________________________________
 EZ6635  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EZ6635  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 EZ6635  HORZ ORDER  -  SECOND
 EZ6635
 EZ6635.The horizontal coordinates were established by classical geodetic methods
 EZ6635.and adjusted by the National Geodetic Survey in August 2005.
 EZ6635
 EZ6635.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6635
 EZ6635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6635
 EZ6635.The geoid height was determined by GEOID03.
 EZ6635
 EZ6635;                    North         East     Units Scale Factor Converg.
 EZ6635;SPC NC       -   205,792.671   627,316.711   MT  0.99989154   +0 06 46.3
 EZ6635;SPC NC       -   675,171.45  2,058,121.58   sFT  0.99989154   +0 06 46.3
 EZ6635;UTM  17      - 3,942,356.041   698,876.027   MT  1.00008742   +1 16 43.1
 EZ6635
 EZ6635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6635!SPC NC       -   0.99998404  x   0.99989154  =   0.99987559
 EZ6635!UTM  17      -   0.99998404  x   1.00008742  =   1.00007146
 EZ6635
 EZ6635|---------------------------------------------------------------------|
 EZ6635| PID    Reference Object                     Distance      Geod. Az  |
 EZ6635|                                                           dddmmss.s |
 EZ6635| EZ6653 FISH                                331.471 METERS 15658     |
 EZ6635| CS7497 UNKNOWN MAST                                       3432159.9 |
 EZ6635|---------------------------------------------------------------------|
 EZ6635
 EZ6635                          SUPERSEDED SURVEY CONTROL
 EZ6635
 EZ6635  NAD 83(1986)-  35 36 17.94825(N)    078 48 16.09274(W) AD(       ) 2
 EZ6635  NGVD 29 (03/10/93)  134.6    (m)          442.     (f) VERT ANG    3  
 EZ6635
 EZ6635.Superseded values are not recommended for survey control.
 EZ6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6635.See file dsdata.txt to determine how the superseded data were derived.
 EZ6635
 EZ6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9887642356(NAD 83)
 EZ6635_MARKER: DE = TRAVERSE STATION DISK
 EZ6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6635_SP_SET: CONCRETE POST
 EZ6635_STAMPING: BARBS 1983
 EZ6635_MARK LOGO: NCGS  
 EZ6635_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6635+STABILITY: SURFACE MOTION
 EZ6635
 EZ6635  HISTORY     - Date     Condition        Report By
 EZ6635  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6635
 EZ6635                          STATION DESCRIPTION
 EZ6635
 EZ6635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6635'STATION IS LOCATED APPROXIMATELY 2.3 KM (1.4 MI) NORTH OF FUQUAY
 EZ6635'VARINA.
 EZ6635'ALONG NC 55, 1.9 KM (1.15 MI) NORTHWEST OF THE INTERSECTION WITH US
 EZ6635'401 , AT INTERSECTION WITH SR 1399, AND APPROXIMATELY 60 M (200 FT)
 EZ6635'NORTHWEST AND ACROSS HIGHWAY FROM BARBARAS GRILL.
 EZ6635'THE STATION IS A STANDARD NCGS DISK STAMPED---BARBS 1983---, SET INTO
 EZ6635'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH
 EZ6635'GROUND.  LOCATED 8.90 METERS (29.2 FT) WEST FROM THE CENTERLINE OF
 EZ6635'HIGHWAY, 22.2  METERS (72.7 FT) NORTHWEST FROM THE CENTERLINE OF
 EZ6635'INTERSECTION WITH SR 1399 (JAMES SLAUGHTER ROAD) 3.87 METERS
 EZ6635'(12.7 FT) SOUTHEAST FROM A TELEPHONE POLE BETWEEN  TWO PEDESTALS AND
 EZ6635'WITH REFERENCE TAG, AND 28.6 METERS (93.7 FT) NORTH-NORTHWEST OF
 EZ6635'CENTER OF MANHOLE MILE--SIGN.
 EZ6635'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2791 ***********************************************************************
 EZ2791  DESIGNATION -  BARCLAY
 EZ2791  PID         -  EZ2791
 EZ2791  STATE/COUNTY-  NC/ORANGE
 EZ2791  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2791
 EZ2791                         *CURRENT SURVEY CONTROL
 EZ2791  ___________________________________________________________________
 EZ2791* NAD 83(2001)-  35 55 53.27090(N)    079 03 18.74107(W)     ADJUSTED  
 EZ2791* NAVD 88     -       135.295  (meters)     443.88   (feet)  ADJUSTED  
 EZ2791  ___________________________________________________________________
 EZ2791  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 EZ2791  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 EZ2791  DYNAMIC HT  -         135.184 (meters)     443.52  (feet)  COMP
 EZ2791  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 EZ2791
 EZ2791  HORZ ORDER  -  SECOND
 EZ2791  VERT ORDER  -  SECOND    CLASS II
 EZ2791
 EZ2791.The horizontal coordinates were established by classical geodetic methods
 EZ2791.and adjusted by the National Geodetic Survey in August 2005.
 EZ2791
 EZ2791.The orthometric height was determined by differential leveling
 EZ2791.and adjusted in June 1991.
 EZ2791
 EZ2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2791
 EZ2791.The geoid height was determined by GEOID03.
 EZ2791
 EZ2791.The dynamic height is computed by dividing the NAVD 88
 EZ2791.geopotential number by the normal gravity value computed on the
 EZ2791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2791.degrees latitude (g = 980.6199 gals.).
 EZ2791
 EZ2791.The modeled gravity was interpolated from observed gravity values.
 EZ2791
 EZ2791;                    North         East     Units Scale Factor Converg.
 EZ2791;SPC NC       -   241,997.851   604,619.638   MT  0.99994284   -0 01 54.7
 EZ2791;SPC NC       -   793,954.62  1,983,656.26   sFT  0.99994284   -0 01 54.7
 EZ2791;UTM  17      - 3,978,094.516   675,441.789   MT  0.99997928   +1 08 29.5
 EZ2791
 EZ2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2791!SPC NC       -   0.99998362  x   0.99994284  =   0.99992647
 EZ2791!UTM  17      -   0.99998362  x   0.99997928  =   0.99996290
 EZ2791
 EZ2791                          SUPERSEDED SURVEY CONTROL
 EZ2791
 EZ2791  NAD 83(1986)-  35 55 53.27302(N)    079 03 18.74999(W) AD(       ) 2
 EZ2791  NGVD 29 (03/05/92)  135.532  (m)          444.66   (f) ADJUSTED    2 2
 EZ2791
 EZ2791.Superseded values are not recommended for survey control.
 EZ2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2791.See file dsdata.txt to determine how the superseded data were derived.
 EZ2791
 EZ2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7544278095(NAD 83)
 EZ2791_MARKER: DE = TRAVERSE STATION DISK
 EZ2791_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ2791_SP_SET: IN SIDEWALK
 EZ2791_STAMPING: BARCLAY 1981
 EZ2791_MARK LOGO: NCGS  
 EZ2791_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2791+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2008
 EZ2791
 EZ2791  HISTORY     - Date     Condition        Report By
 EZ2791  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2791  HISTORY     - 1981     GOOD             NCGS
 EZ2791  HISTORY     - 1986     GOOD             USPSQD
 EZ2791  HISTORY     - 1986     GOOD             USPSQD
 EZ2791  HISTORY     - 1990     GOOD             USPSQD
 EZ2791  HISTORY     - 20040421 GOOD             USPSQD
 EZ2791  HISTORY     - 20051112 GOOD             USPSQD
 EZ2791  HISTORY     - 20080315 GOOD             GEOCAC
 EZ2791
 EZ2791                          STATION DESCRIPTION
 EZ2791
 EZ2791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2791'STATION IS LOCATED ABOUT 1.3 MILES NORTH OF CHAPEL HILL.
 EZ2791'
 EZ2791'ALONG NC 86, 1.1 MILES NORTH OF THE INTERSECTION WITH US 501-NC 54
 EZ2791'(IN CHAPEL HILL), IN THE EAST SIDEWALK, MIDWAY BETWEEN BARCLAY ROAD
 EZ2791'AND AIRPORT DRIVE.
 EZ2791'
 EZ2791'THE STATION IS A STANDARD NCGS DISK
 EZ2791'STAMPED---BARCLAY 1981---,
 EZ2791'SET INTO DRILLED HOLE.  LOCATED
 EZ2791'0.8 METER (2.8 FT) EAST FROM EAST CURB OF AIRPORT ROAD,
 EZ2791'7.9 METERS (25.9 FT) SOUTH FROM METAL DRAINAGE COVER AND
 EZ2791'4.7 METERS (15.5 FT) WEST-NORTHWEST FROM POWER POLE (NO N 60) WITH
 EZ2791'REFERENCE TAG.
 EZ2791'
 EZ2791'MARK IS LEVEL WITH HIGHWAY.
 EZ2791
 EZ2791                          STATION RECOVERY (1981)
 EZ2791
 EZ2791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2791'1.3 MI NORTH FROM CHAPEL HILL.
 EZ2791'ALONG NC 86, 1.1 MILES NORTH OF THE INTERSECTION WITH US 501
 EZ2791'NC 54 IN CHAPEL HILL, IN THE EAST SIDEWALK MIDWAY BETWEEN BARCLAY
 EZ2791'ROAD AND AIRPORT DRIVE, 2.8 FEET EAST OF EAST CURB OF AIRPORT ROAD,
 EZ2791'25.9 FEET SOUTH OF METAL DRAINAGE COVER AND 15.5 FEET WEST-NORTHWEST
 EZ2791'OF POWER POLE (NO. N60) WITH REFERENCE TAG.
 EZ2791'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2791
 EZ2791                          STATION RECOVERY (1986)
 EZ2791
 EZ2791'RECOVERY NOTE BY US POWER SQUADRON 1986 (CRP)
 EZ2791'RECOVERED IN GOOD CONDITION.
 EZ2791
 EZ2791                          STATION RECOVERY (1986)
 EZ2791
 EZ2791'RECOVERY NOTE BY US POWER SQUADRON 1986 (WKB)
 EZ2791'RECOVERED IN GOOD CONDITION.
 EZ2791
 EZ2791                          STATION RECOVERY (1990)
 EZ2791
 EZ2791'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 EZ2791'RECOVERED IN GOOD CONDITION.
 EZ2791
 EZ2791                          STATION RECOVERY (2004)
 EZ2791
 EZ2791'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ2791'RECOVERED IN GOOD CONDITION.
 EZ2791
 EZ2791                          STATION RECOVERY (2005)
 EZ2791
 EZ2791'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ2791'RECOVERED IN GOOD CONDITION.
 EZ2791
 EZ2791                          STATION RECOVERY (2008)
 EZ2791
 EZ2791'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ2791'NOW 17 FEET WNW OF A NEW POWER POLE, NO. 30-K.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4148 ***********************************************************************
 FB4148  DESIGNATION -  BARCLAY
 FB4148  PID         -  FB4148
 FB4148  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4148  USGS QUAD   -  BREVARD (1991)
 FB4148
 FB4148                         *CURRENT SURVEY CONTROL
 FB4148  ___________________________________________________________________
 FB4148* NAD 83(2007)-  35 11 47.95216(N)    082 44 17.45047(W)     ADJUSTED  
 FB4148* NAVD 88     -       646.9    (meters)    2122.     (feet)  VERTCON   
 FB4148  ___________________________________________________________________
 FB4148  EPOCH DATE  -        2002.00
 FB4148  X           -     659,622.845 (meters)                     COMP
 FB4148  Y           -  -5,176,529.193 (meters)                     COMP
 FB4148  Z           -   3,656,072.520 (meters)                     COMP
 FB4148  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 FB4148  ELLIP HEIGHT-         616.816 (meters)          (02/10/07) ADJUSTED
 FB4148  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 FB4148
 FB4148  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4148  Type    PID    Designation                      North   East  Ellip
 FB4148  -------------------------------------------------------------------
 FB4148  NETWORK FB4148 BARCLAY                           4.12   1.90   5.64
 FB4148  -------------------------------------------------------------------
 FB4148
 FB4148.The horizontal coordinates were established by GPS observations
 FB4148.and adjusted by the National Geodetic Survey in February 2007.
 FB4148
 FB4148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4148.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4148.The horizontal coordinates are valid at the epoch date displayed above.
 FB4148.The epoch date for horizontal control is a decimal equivalence
 FB4148.of Year/Month/Day.
 FB4148
 FB4148.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4148
 FB4148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4148
 FB4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4148
 FB4148.The ellipsoidal height was determined by GPS observations
 FB4148.and is referenced to NAD 83.
 FB4148
 FB4148.The geoid height was determined by GEOID03.
 FB4148
 FB4148;                    North         East     Units Scale Factor Converg.
 FB4148;SPC NC       -   166,885.354   269,291.652   MT  0.99987305   -2 09 27.2
 FB4148;SPC NC       -   547,523.03    883,501.03   sFT  0.99987305   -2 09 27.2
 FB4148;UTM  17      - 3,896,235.252   341,760.330   MT  0.99990860   -1 00 07.4
 FB4148
 FB4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4148!SPC NC       -   0.99990319  x   0.99987305  =   0.99977625
 FB4148!UTM  17      -   0.99990319  x   0.99990860  =   0.99981180
 FB4148
 FB4148                          SUPERSEDED SURVEY CONTROL
 FB4148
 FB4148  NAD 83(2001)-  35 11 47.95196(N)    082 44 17.45084(W) AD(       ) 1
 FB4148  ELLIP H (03/13/03)  616.830  (m)                       GP(       ) 4 2
 FB4148  NAD 83(1995)-  35 11 47.95362(N)    082 44 17.45005(W) AD(       ) 1
 FB4148  NAD 83(1986)-  35 11 47.95779(N)    082 44 17.44859(W) AD(       ) 2
 FB4148  NAD 83(1986)-  35 11 47.95779(N)    082 44 17.44859(W) AD(       ) 1
 FB4148  NGVD 29 (11/15/93)  646.9    (m)         2122.     (f) GPS OBS     3  
 FB4148
 FB4148.Superseded values are not recommended for survey control.
 FB4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4148.See file dsdata.txt to determine how the superseded data were derived.
 FB4148
 FB4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4176096235(NAD 83)
 FB4148_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4148_SP_SET: CONCRETE POST
 FB4148_STAMPING: BARCLAY 1990
 FB4148_MARK LOGO: NCGS  
 FB4148_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4148+STABILITY: SURFACE MOTION
 FB4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4148+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4148
 FB4148  HISTORY     - Date     Condition        Report By
 FB4148  HISTORY     - 1990     MONUMENTED       NCGS
 FB4148
 FB4148                          STATION DESCRIPTION
 FB4148
 FB4148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4148'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) SOUTH OF BREVARD AND 9.6 KM
 FB4148'(6.0 MI) NORTHEAST OF ROSMAN, AT 515 BARCLAY ROAD.
 FB4148'PROCEED ALONG US 276 FOR 4.8 KM (3.0 MI) SOUTH-SOUTHEAST FROM US 64
 FB4148'(AT THE COURTHOUSE IN BREVARD), THENCE WEST ALONG SR 1114 (BARCLAY
 FB4148'ROAD) FOR 1.95 KM (1.21 MI) TO STATION AT DRIVEWAY WITH STONE
 FB4148'PILLARS.
 FB4148'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4148'4.05 M (13.29 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 15.15 M
 FB4148'(49.70 FT) EAST-SOUTHEAST OF THE CENTERLINE OF DRIVE AT STONE
 FB4148'PILLARS, 49.40 NORTHEAST OF FORKED HOLLY TREE, AND 19.10 M
 FB4148'(62.66 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER 2C/11 WITH A
 FB4148'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4149 ***********************************************************************
 FB4149  DESIGNATION -  BARCLAY AZ MK
 FB4149  PID         -  FB4149
 FB4149  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4149  USGS QUAD   -  BREVARD (1991)
 FB4149
 FB4149                         *CURRENT SURVEY CONTROL
 FB4149  ___________________________________________________________________
 FB4149* NAD 83(2001)-  35 11 54.34756(N)    082 44 23.34116(W)     ADJUSTED  
 FB4149* NAVD 88     -       646.9    (meters)    2122.     (feet)  VERTCON   
 FB4149  ___________________________________________________________________
 FB4149  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FB4149  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FB4149  HORZ ORDER  -  SECOND
 FB4149
 FB4149.The horizontal coordinates were established by classical geodetic methods
 FB4149.and adjusted by the National Geodetic Survey in August 2005.
 FB4149
 FB4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4149
 FB4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4149
 FB4149.The geoid height was determined by GEOID03.
 FB4149
 FB4149;                    North         East     Units Scale Factor Converg.
 FB4149;SPC NC       -   167,087.892   269,150.182   MT  0.99987302   -2 09 30.6
 FB4149;SPC NC       -   548,187.53    883,036.89   sFT  0.99987302   -2 09 30.6
 FB4149;UTM  17      - 3,896,434.903   341,614.800   MT  0.99990916   -1 00 11.0
 FB4149
 FB4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4149!SPC NC       -   0.99990319  x   0.99987302  =   0.99977622
 FB4149!UTM  17      -   0.99990319  x   0.99990916  =   0.99981236
 FB4149
 FB4149                          SUPERSEDED SURVEY CONTROL
 FB4149
 FB4149  NAD 83(1995)-  35 11 54.34923(N)    082 44 23.34036(W) AD(       ) 2
 FB4149  NAD 83(1986)-  35 11 54.35338(N)    082 44 23.33892(W) AD(       ) 2
 FB4149  NGVD 29 (11/15/93)  647.0    (m)         2123.     (f) VERT ANG    3  
 FB4149
 FB4149.Superseded values are not recommended for survey control.
 FB4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4149.See file dsdata.txt to determine how the superseded data were derived.
 FB4149
 FB4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4161596435(NAD 83)
 FB4149_MARKER: DZ = AZIMUTH MARK DISK
 FB4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4149_SP_SET: CONCRETE POST
 FB4149_STAMPING: BARCLAY 1990
 FB4149_MARK LOGO: NCGS  
 FB4149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4149+STABILITY: SURFACE MOTION
 FB4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4149+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4149
 FB4149  HISTORY     - Date     Condition        Report By
 FB4149  HISTORY     - 1990     MONUMENTED       NCGS
 FB4149
 FB4149                          STATION DESCRIPTION
 FB4149
 FB4149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4149'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTH OF BREVARD AND 6.0 MI
 FB4149'(9.7 KM) NORTHEAST OF ROSMAN.
 FB4149'PROCEED ALONG US 276 FOR 4.8 KM (3.0 MI) SOUTH-SOUTHEAST FROM US 64
 FB4149'(AT THE COURTHOUSE IN BREVARD), THENCE WEST ALONG SR 1114 (BARCLAY
 FB4149'ROAD) FOR 1.35 MI (2.17 KM) TO A Y-FORKED ASPHALT DRIVEWAY AND
 FB4149'STATION.
 FB4149'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND.
 FB4149'LOCATED 13.4 FT (4.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FB4149'25.0 FT (7.6 M) NORTH-NORTHWEST OF AN 18-INCH CONCRETE CULVERT
 FB4149'(INLET), 162.0 FT (49.4 M) SOUTH-SOUTHEAST OF AN 18-INCH HEMLOCK, AND
 FB4149'92.2 FT (28.1 M) NORTH-NORTHEAST OF A UTILITY POLE WITH REFERENCE
 FB4149'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1507 ***********************************************************************
 FW1507  DESIGNATION -  BARCO
 FW1507  PID         -  FW1507
 FW1507  STATE/COUNTY-  NC/CURRITUCK
 FW1507  USGS QUAD   -  COINJOCK (1982)
 FW1507
 FW1507                         *CURRENT SURVEY CONTROL
 FW1507  ___________________________________________________________________
 FW1507* NAD 83(2001)-  36 22 11.71402(N)    075 55 21.70076(W)     ADJUSTED  
 FW1507* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1507  ___________________________________________________________________
 FW1507  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FW1507  GEOID HEIGHT-         -38.49  (meters)                     GEOID03
 FW1507  HORZ ORDER  -  SECOND
 FW1507
 FW1507.The horizontal coordinates were established by classical geodetic methods
 FW1507.and adjusted by the National Geodetic Survey in August 2005.
 FW1507
 FW1507.The orthometric height was scaled from a topographic map.
 FW1507
 FW1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1507
 FW1507.The geoid height was determined by GEOID03.
 FW1507
 FW1507;                    North         East     Units Scale Factor Converg.
 FW1507;SPC NC       -   294,928.588   885,734.018   MT  1.00006307   +1 46 34.1
 FW1507;SPC NC       -   967,611.54  2,905,945.69   sFT  1.00006307   +1 46 34.1
 FW1507;SPC VA S     - 1,007,217.649 3,731,282.641   MT  1.00009566   +1 33 51.2
 FW1507;SPC VA S     - 3,304,513.24 12,241,716.46   sFT  1.00009566   +1 33 51.2
 FW1507;UTM  18      - 4,025,374.558   417,228.763   MT  0.99968441   -0 32 49.9
 FW1507
 FW1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1507!SPC NC       -   1.00000577  x   1.00006307  =   1.00006884
 FW1507!SPC VA S     -   1.00000577  x   1.00009566  =   1.00010143
 FW1507!UTM  18      -   1.00000577  x   0.99968441  =   0.99969018
 FW1507
 FW1507:                Primary Azimuth Mark                     Grid Az
 FW1507:SPC NC       -  MONKEY ISLAND WATER TANK                 048 31 07.8
 FW1507:SPC VA S     -  MONKEY ISLAND WATER TANK                 048 43 50.7
 FW1507:UTM  18      -  MONKEY ISLAND WATER TANK                 050 50 31.8
 FW1507
 FW1507|---------------------------------------------------------------------|
 FW1507| PID    Reference Object                     Distance      Geod. Az  |
 FW1507|                                                           dddmmss.s |
 FW1507| FW1476 MONKEY ISLAND WATER TANK            APPROX. 6.1 KM 0501741.9 |
 FW1507| FW1486 CURRITUCK BEACH LIGHTHOUSE          APPROX. 8.3 KM 0844800.6 |
 FW1507| FW1492 CURRITUCK BEACH CG FLAGPOLE         APPROX. 8.8 KM 0865050.0 |
 FW1507| FW1491 CURRITUCK BEACH CG CUPOLA           APPROX. 8.7 KM 0865800.6 |
 FW1507| FW1753 BARCO RM 2                           28.511 METERS 26106     |
 FW1507| FW1752 BARCO RM 1                           29.712 METERS 35319     |
 FW1507|---------------------------------------------------------------------|
 FW1507
 FW1507                          SUPERSEDED SURVEY CONTROL
 FW1507
 FW1507  NAD 83(1993)-  36 22 11.72261(N)    075 55 21.71002(W) AD(       ) 2
 FW1507  NAD 83(1986)-  36 22 11.72960(N)    075 55 21.72794(W) AD(       ) 2
 FW1507  NAD 27      -  36 22 11.16900(N)    075 55 23.01100(W) AD(       ) 2
 FW1507
 FW1507.Superseded values are not recommended for survey control.
 FW1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1507.See file dsdata.txt to determine how the superseded data were derived.
 FW1507
 FW1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1722925375(NAD 83)
 FW1507_MARKER: DS = TRIANGULATION STATION DISK
 FW1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1507
 FW1507  HISTORY     - Date     Condition        Report By
 FW1507  HISTORY     - 1934     MONUMENTED       CGS
 FW1507  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1507
 FW1507                          STATION DESCRIPTION
 FW1507
 FW1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1507'STATION IS ON THE S END OF CHURCHES ISLAND, ABOUT 3 MILES NE OF
 FW1507'COINJOCK.  IT IS ABOUT 250 METERS W OF THE MOST EASTERLY POINT
 FW1507'OF THE SOUTHERN EXTREMITY OF THE ISLAND AND ABOUT 400 METERS E
 FW1507'OF THE EASTERN ENTRANCE OF THE SMALL CANAL RUNNING TO THE
 FW1507'INLAND WATERWAY.  IT IS ABOUT 6 METERS N OF THE HIGH-WATER LINE.
 FW1507'
 FW1507'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1507'DISKS SET IN 12- BY 12-INCH CONCRETE POSTS.
 FW1507'
 FW1507'REFERENCE MARK NO.1 IS N OF THE STATION.  REFERENCE MARK NO.2
 FW1507'IS W OF THE STATION.
 FW1507'
 FW1507'TO REACH FROM COINJOCK, SET 0.0 AT BRIDGE AND TURN N AT E END
 FW1507'OF BRIDGE.  KEEP STRAIGHT AHEAD AT ALL INTERSECTIONS TO 3.2.  AT
 FW1507'3.2 TURN RIGHT, LEFT, RIGHT AROUND WATER LILY POST OFFICE.  AT
 FW1507'3.55 TURN RIGHT AT MR. BARCOS HOUSE AND FOLLOW LANE TO WOODS.  AT
 FW1507'3.7 TURN LEFT AND FOLLOW TO WATERS EDGE AT 3.9, THEN TURN RIGHT
 FW1507'AND PROCEED ABOUT 30 METERS TO STATION.
 FW1507'
 FW1507'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 FW1507
 FW1507                          STATION RECOVERY (1962)
 FW1507
 FW1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 FW1507'NO EVIDENCE OF ANY OF THE MARKS WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1709 ***********************************************************************
 FW1709  DESIGNATION -  BARCO SHERIFF RADIO MAST
 FW1709  PID         -  FW1709
 FW1709  STATE/COUNTY-  NC/CURRITUCK
 FW1709  USGS QUAD   -  COINJOCK (1982)
 FW1709
 FW1709                         *CURRENT SURVEY CONTROL
 FW1709  ___________________________________________________________________
 FW1709* NAD 83(2001)-  36 22 27.40368(N)    075 57 55.16309(W)     ADJUSTED  
 FW1709* NAVD 88     -              **(meters)            **(feet)            
 FW1709  ___________________________________________________________________
 FW1709  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 FW1709  GEOID HEIGHT-         -38.39  (meters)                     GEOID03
 FW1709  HORZ ORDER  -  THIRD
 FW1709
 FW1709.The horizontal coordinates were established by classical geodetic methods
 FW1709.and adjusted by the National Geodetic Survey in August 2005.
 FW1709
 FW1709
 FW1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1709
 FW1709.The geoid height was determined by GEOID03.
 FW1709
 FW1709;                    North         East     Units Scale Factor Converg.
 FW1709;SPC NC       -   295,294.253   881,895.301   MT  1.00006456   +1 45 05.5
 FW1709;SPC NC       -   968,811.23  2,893,351.50   sFT  1.00006456   +1 45 05.5
 FW1709;UTM  18      - 4,025,895.367   413,409.463   MT  0.99969238   -0 34 21.1
 FW1709
 FW1709                          SUPERSEDED SURVEY CONTROL
 FW1709
 FW1709  NAD 83(1993)-  36 22 27.41268(N)    075 57 55.17153(W) AD(       ) 4
 FW1709  NAD 83(1986)-  36 22 27.41791(N)    075 57 55.19292(W) AD(       ) 4
 FW1709
 FW1709.Superseded values are not recommended for survey control.
 FW1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1709.See file dsdata.txt to determine how the superseded data were derived.
 FW1709
 FW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1340925895(NAD 83)
 FW1709_MARKER: 42 = RADIO/TV MAST
 FW1709
 FW1709  HISTORY     - Date     Condition        Report By
 FW1709  HISTORY     - 1978     FIRST OBSERVED   NCGS
 FW1709
 FW1709                          STATION DESCRIPTION
 FW1709
 FW1709'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1709'THE INTERSECTION STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST
 FW1709'OF BARCO AND 1.7 MILES NORTH OF COINJOCK.
 FW1709'
 FW1709'TO REACH THE STATION FROM THE INTERSECTION OF US 158 WITH NC 168 AT
 FW1709'BARCO, PROCEED SOUTHEAST ALONG US 158 FOR 1.35 MILES TO A DRIVEWAY TO
 FW1709'CURRITUCK COUNTY HIGH SCHOOL AND PUBLIC LIBRARY, THENCE EAST-NORTHEAST
 FW1709'ALONG DRIVE FOR 0.2 MILE TO END OF PAVEMENT, AT BACK OF SCHOOL
 FW1709'BUILDING, THENCE NORTHEAST ALONG A FIELD ROAD FOR 0.3 MILE TO MAST
 FW1709'SITE.  THE MAST IS A 200 FOOT TALL, RED AND WHITE TUBULAR STEEL RADIO
 FW1709'MAST.
 FW1709'
 FW1709'STATION IS THE LIGHT ON TOP THE BARCO SHERIFF DEPT RADIO MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1568 ***********************************************************************
 FW1568  DESIGNATION -  BARCOS SAWMILL STACK
 FW1568  PID         -  FW1568
 FW1568  STATE/COUNTY-  NC/CURRITUCK
 FW1568  USGS QUAD   -  BARCO (1982)
 FW1568
 FW1568                         *CURRENT SURVEY CONTROL
 FW1568  ___________________________________________________________________
 FW1568* NAD 83(2001)-  36 23 08.13070(N)    075 58 10.47504(W)     ADJUSTED  
 FW1568* NAVD 88     -              **(meters)            **(feet)            
 FW1568  ___________________________________________________________________
 FW1568  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 FW1568  GEOID HEIGHT-         -38.37  (meters)                     GEOID03
 FW1568  HORZ ORDER  -  THIRD
 FW1568
 FW1568.The horizontal coordinates were established by classical geodetic methods
 FW1568.and adjusted by the National Geodetic Survey in August 2005.
 FW1568
 FW1568
 FW1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1568
 FW1568.The geoid height was determined by GEOID03.
 FW1568
 FW1568;                    North         East     Units Scale Factor Converg.
 FW1568;SPC NC       -   296,537.459   881,475.461   MT  1.00006846   +1 44 56.7
 FW1568;SPC NC       -   972,889.98  2,891,974.07   sFT  1.00006846   +1 44 56.7
 FW1568;SPC VA S     - 1,008,842.355 3,727,029.965   MT  1.00009099   +1 32 08.8
 FW1568;SPC VA S     - 3,309,843.63 12,227,764.14   sFT  1.00009099   +1 32 08.8
 FW1568;UTM  18      - 4,027,154.106   413,040.522   MT  0.99969317   -0 34 30.7
 FW1568
 FW1568                          SUPERSEDED SURVEY CONTROL
 FW1568
 FW1568  NAD 83(1993)-  36 23 08.13953(N)    075 58 10.48280(W) AD(       ) 4
 FW1568  NAD 83(1986)-  36 23 08.14651(N)    075 58 10.50421(W) AD(       ) 4
 FW1568  NAD 27      -  36 23 07.58800(N)    075 58 11.78400(W) AD(       ) 3
 FW1568
 FW1568.Superseded values are not recommended for survey control.
 FW1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1568.See file dsdata.txt to determine how the superseded data were derived.
 FW1568
 FW1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1304127154(NAD 83)
 FW1568_MARKER: 63 = STACK
 FW1568
 FW1568  HISTORY     - Date     Condition        Report By
 FW1568  HISTORY     - 1911     FIRST OBSERVED   CGS
 FW1568
 FW1568                          STATION DESCRIPTION
 FW1568
 FW1568'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5059 ***********************************************************************
 EZ5059  DESIGNATION -  BARDEN
 EZ5059  PID         -  EZ5059
 EZ5059  STATE/COUNTY-  NC/WAKE
 EZ5059  USGS QUAD   -  RALEIGH EAST (1993)
 EZ5059
 EZ5059                         *CURRENT SURVEY CONTROL
 EZ5059  ___________________________________________________________________
 EZ5059* NAD 83(2001)-  35 51 06.86868(N)    078 30 43.80988(W)     ADJUSTED  
 EZ5059* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 EZ5059  ___________________________________________________________________
 EZ5059  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 EZ5059  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 EZ5059  HORZ ORDER  -  SECOND
 EZ5059
 EZ5059.The horizontal coordinates were established by classical geodetic methods
 EZ5059.and adjusted by the National Geodetic Survey in August 2005.
 EZ5059
 EZ5059.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5059
 EZ5059.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5059
 EZ5059.The geoid height was determined by GEOID03.
 EZ5059
 EZ5059;                    North         East     Units Scale Factor Converg.
 EZ5059;SPC NC       -   233,277.994   653,664.534   MT  0.99992734   +0 16 53.6
 EZ5059;SPC NC       -   765,346.22  2,144,564.39   sFT  0.99992734   +0 16 53.6
 EZ5059;UTM  17      - 3,970,380.864   724,663.073   MT  1.00022199   +1 27 27.8
 EZ5059
 EZ5059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5059!SPC NC       -   0.99999207  x   0.99992734  =   0.99991941
 EZ5059!UTM  17      -   0.99999207  x   1.00022199  =   1.00021406
 EZ5059
 EZ5059:                Primary Azimuth Mark                     Grid Az
 EZ5059:SPC NC       -  CLIFTON                                  171 02 41.1
 EZ5059:UTM  17      -  CLIFTON                                  169 52 06.9
 EZ5059
 EZ5059|---------------------------------------------------------------------|
 EZ5059| PID    Reference Object                     Distance      Geod. Az  |
 EZ5059|                                                           dddmmss.s |
 EZ5059| EZ5064 CLIFTON                             436.918 METERS 1711934.7 |
 EZ5059|---------------------------------------------------------------------|
 EZ5059
 EZ5059                          SUPERSEDED SURVEY CONTROL
 EZ5059
 EZ5059  NAD 83(1986)-  35 51 06.87386(N)    078 30 43.82026(W) AD(       ) 2
 EZ5059  NAD 27      -  35 51 06.33283(N)    078 30 44.81167(W) AD(       ) 2
 EZ5059  NGVD 29 (07/19/86)   84.1    (m)          276.     (f) VERT ANG    3  
 EZ5059
 EZ5059.Superseded values are not recommended for survey control.
 EZ5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5059.See file dsdata.txt to determine how the superseded data were derived.
 EZ5059
 EZ5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2466370381(NAD 83)
 EZ5059_MARKER: DE = TRAVERSE STATION DISK
 EZ5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5059_STAMPING: BARDEN 1965
 EZ5059_MARK LOGO: NCGS  
 EZ5059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5059+STABILITY: SURFACE MOTION
 EZ5059
 EZ5059  HISTORY     - Date     Condition        Report By
 EZ5059  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5059  HISTORY     - 20050418 MARK NOT FOUND   USPSQD
 EZ5059
 EZ5059                          STATION DESCRIPTION
 EZ5059
 EZ5059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5059'BARDEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5059'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5059'
 EZ5059'BARDEN IS 8.7 MILES NE OF RALEIGH AND 4.7 MILES NW OF
 EZ5059'KNIGHTDALE.  LOCATED 2.1 MILES S ALONG SR 2049 FROM WAKE
 EZ5059'CROSSROADS.  0.6 MILES N OF SR 2215. 0.2 MILES S OF BRIDGE OVER
 EZ5059'HODGES CREEK.  AND ON E SHOULDER OF SR 2049.
 EZ5059'
 EZ5059'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5059'BARDEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5059'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5059'
 EZ5059'MARK IS
 EZ5059'
 EZ5059'12.0 FT E OF C/L OF SR 2049
 EZ5059'
 EZ5059'4.0 FT E OF YELLOW ARROW PAINTED ON SR 2049
 EZ5059'
 EZ5059'39.4 FT N OF 14 INCH PINE WITH ALUMINUM REF. TAG
 EZ5059'
 EZ5059'20.0 FT W OF 12 INCH PINE WITH ALUMINUM REF. TAG
 EZ5059'
 EZ5059'38.2 FT S OF 24 INCH PINE WITH ALUMINUM REF. TAG
 EZ5059'
 EZ5059'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ5059
 EZ5059                          STATION RECOVERY (2005)
 EZ5059
 EZ5059'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ5059'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1707 ***********************************************************************
 EA1707  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 11
 EA1707  PID         -  EA1707
 EA1707  STATE/COUNTY-  NC/CARTERET
 EA1707  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1707
 EA1707                         *CURRENT SURVEY CONTROL
 EA1707  ___________________________________________________________________
 EA1707* NAD 83(2001)-  34 38 15.34441(N)    076 31 13.83257(W)     ADJUSTED  
 EA1707* NAVD 88     -              **(meters)            **(feet)            
 EA1707  ___________________________________________________________________
 EA1707  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 EA1707  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA1707  HORZ ORDER  -  THIRD
 EA1707
 EA1707.The horizontal coordinates were established by classical geodetic methods
 EA1707.and adjusted by the National Geodetic Survey in August 2005.
 EA1707
 EA1707
 EA1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1707
 EA1707.The geoid height was determined by GEOID03.
 EA1707
 EA1707;                    North         East     Units Scale Factor Converg.
 EA1707;SPC NC       -   101,301.240   836,903.198   MT  0.99992963   +1 25 51.9
 EA1707;SPC NC       -   332,352.48  2,745,739.91   sFT  0.99992963   +1 25 51.9
 EA1707;UTM  18      - 3,833,906.209   360,636.240   MT  0.99983939   -0 51 51.7
 EA1707
 EA1707                          SUPERSEDED SURVEY CONTROL
 EA1707
 EA1707  NAD 83(1986)-  34 38 15.35663(N)    076 31 13.83752(W) AD(       ) 4
 EA1707  NAD 27      -  34 38 14.77424(N)    076 31 15.11774(W) AD(       ) 3
 EA1707
 EA1707.Superseded values are not recommended for survey control.
 EA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1707.See file dsdata.txt to determine how the superseded data were derived.
 EA1707
 EA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6063633906(NAD 83)
 EA1707_MARKER: 14 = NAVIGATION LIGHT
 EA1707
 EA1707  HISTORY     - Date     Condition        Report By
 EA1707  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1707  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 EA1707
 EA1707                          STATION DESCRIPTION
 EA1707
 EA1707'DESCRIBED BY US POWER SQUADRON 2004 (PDL)
 EA1707'ALL MARKER IN BARDEN INLET HAVE BEEN ALTERED IN SOME WAY DUE TO
 EA1707'SHIFTING CHANNELS.
 EA1707'CLOSEST MARKER TO THIS LOCATION IS AT L N 34 38 33, LO W 076 31 01
 EA1707'(DEGREES MINUTES SECONDS) AND IS LISTED IN COAST GUARD LIGHT LIST AS
 EA1707'AID 9235 AND IS A LIGHTED QUICK FLASHING GREEN WITH A GREEN SQUARE DAY
 EA1707'MARK 19 ON PILE 15' ABOVE HIGH WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1708 ***********************************************************************
 EA1708  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 14
 EA1708  PID         -  EA1708
 EA1708  STATE/COUNTY-  NC/CARTERET
 EA1708  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1708
 EA1708                         *CURRENT SURVEY CONTROL
 EA1708  ___________________________________________________________________
 EA1708* NAD 83(2001)-  34 38 29.31749(N)    076 30 59.79627(W)     ADJUSTED  
 EA1708* NAVD 88     -              **(meters)            **(feet)            
 EA1708  ___________________________________________________________________
 EA1708  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EA1708  GEOID HEIGHT-         -37.63  (meters)                     GEOID03
 EA1708  HORZ ORDER  -  THIRD
 EA1708
 EA1708.The horizontal coordinates were established by classical geodetic methods
 EA1708.and adjusted by the National Geodetic Survey in August 2005.
 EA1708
 EA1708
 EA1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1708
 EA1708.The geoid height was determined by GEOID03.
 EA1708
 EA1708;                    North         East     Units Scale Factor Converg.
 EA1708;SPC NC       -   101,740.590   837,249.784   MT  0.99992892   +1 26 00.0
 EA1708;SPC NC       -   333,793.92  2,746,877.00   sFT  0.99992892   +1 26 00.0
 EA1708;UTM  18      - 3,834,331.286   361,000.112   MT  0.99983814   -0 51 44.1
 EA1708
 EA1708                          SUPERSEDED SURVEY CONTROL
 EA1708
 EA1708  NAD 83(1986)-  34 38 29.32975(N)    076 30 59.80128(W) AD(       ) 4
 EA1708  NAD 27      -  34 38 28.74925(N)    076 31 01.08057(W) AD(       ) 3
 EA1708
 EA1708.Superseded values are not recommended for survey control.
 EA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1708.See file dsdata.txt to determine how the superseded data were derived.
 EA1708
 EA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6100034331(NAD 83)
 EA1708_MARKER: 14 = NAVIGATION LIGHT
 EA1708
 EA1708  HISTORY     - Date     Condition        Report By
 EA1708  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1708  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 EA1708
 EA1708                          STATION DESCRIPTION
 EA1708
 EA1708'DESCRIBED BY US POWER SQUADRON 2004 (PDL)
 EA1708'ALL MARKERS IN BARDEN INLET ARE SUBJECT TO CHANGE AS THE CHANNEL
 EA1708'SHIFTS.  THERE IS NO DAYMARK LOCATED AT THE COORDINATES LISTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1709 ***********************************************************************
 EA1709  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 18
 EA1709  PID         -  EA1709
 EA1709  STATE/COUNTY-  NC/CARTERET
 EA1709  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1709
 EA1709                         *CURRENT SURVEY CONTROL
 EA1709  ___________________________________________________________________
 EA1709* NAD 83(2001)-  34 39 10.27607(N)    076 31 09.76880(W)     ADJUSTED  
 EA1709* NAVD 88     -              **(meters)            **(feet)            
 EA1709  ___________________________________________________________________
 EA1709  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EA1709  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA1709  HORZ ORDER  -  THIRD
 EA1709
 EA1709.The horizontal coordinates were established by classical geodetic methods
 EA1709.and adjusted by the National Geodetic Survey in August 2005.
 EA1709
 EA1709
 EA1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1709
 EA1709.The geoid height was determined by GEOID03.
 EA1709
 EA1709;                    North         East     Units Scale Factor Converg.
 EA1709;SPC NC       -   102,995.896   836,964.368   MT  0.99992684   +1 25 54.3
 EA1709;SPC NC       -   337,912.37  2,745,940.60   sFT  0.99992684   +1 25 54.3
 EA1709;UTM  18      - 3,835,596.905   360,765.230   MT  0.99983895   -0 51 50.6
 EA1709
 EA1709                          SUPERSEDED SURVEY CONTROL
 EA1709
 EA1709  NAD 83(1986)-  34 39 10.28790(N)    076 31 09.77422(W) AD(       ) 4
 EA1709  NAD 27      -  34 39 09.70426(N)    076 31 11.05677(W) AD(       ) 3
 EA1709
 EA1709.Superseded values are not recommended for survey control.
 EA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1709.See file dsdata.txt to determine how the superseded data were derived.
 EA1709
 EA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6076535597(NAD 83)
 EA1709_MARKER: 14 = NAVIGATION LIGHT
 EA1709
 EA1709  HISTORY     - Date     Condition        Report By
 EA1709  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1709  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 EA1709
 EA1709                          STATION DESCRIPTION
 EA1709
 EA1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1709'STATION IS A LIGHTED BEACON DESCRIBED IN LIST OF LIGHTS, ATLANTIC
 EA1709'COAST, 1962 AS FOLLOWS--BARDEN INLET, NO. 3605, LIGHT 18, FLASHING
 EA1709'RED, 4 SECONDS (0.4 S FL), IN 4 FEET, 14 FEET ABOVE HIGH WATER, RED
 EA1709'TRIANGULAR DAYMARK ON PILE.
 EA1709
 EA1709                          STATION RECOVERY (2004)
 EA1709
 EA1709'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 EA1709'ALL DAYMARKS IN BARDEN INLET ARE SUBJECT TO CHANGE AS THE CHANNEL
 EA1709'SHIFTS.  THERE IS A DAYMARK AT THIS PRECISE LOCATION L N34 39 10, LO
 EA1709'W076 31 10 DESCRIBED IN COAST GUARD LIGHT LIST AS A LIGHTED DAYBEACON,
 EA1709'NO. 2935, LIGHT 21, FLASHING GREEN, 4.5 SEC, ON PILE 14 FT ABOVE HIGH
 EA1709'WATER WITH GREEN SQUARE DAYMARK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1710 ***********************************************************************
 EA1710  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 2
 EA1710  PID         -  EA1710
 EA1710  STATE/COUNTY-  NC/CARTERET
 EA1710  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1710
 EA1710                         *CURRENT SURVEY CONTROL
 EA1710  ___________________________________________________________________
 EA1710* NAD 83(2001)-  34 37 45.60292(N)    076 32 14.98520(W)     ADJUSTED  
 EA1710* NAVD 88     -              **(meters)            **(feet)            
 EA1710  ___________________________________________________________________
 EA1710  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EA1710  GEOID HEIGHT-         -37.60  (meters)                     GEOID03
 EA1710  HORZ ORDER  -  THIRD
 EA1710
 EA1710.The horizontal coordinates were established by classical geodetic methods
 EA1710.and adjusted by the National Geodetic Survey in August 2005.
 EA1710
 EA1710
 EA1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1710
 EA1710.The geoid height was determined by GEOID03.
 EA1710
 EA1710;                    North         East     Units Scale Factor Converg.
 EA1710;SPC NC       -   100,346.340   835,369.017   MT  0.99993118   +1 25 16.6
 EA1710;SPC NC       -   329,219.62  2,740,706.52   sFT  0.99993118   +1 25 16.6
 EA1710;UTM  18      - 3,833,013.599   359,065.185   MT  0.99984482   -0 52 25.9
 EA1710
 EA1710                          SUPERSEDED SURVEY CONTROL
 EA1710
 EA1710  NAD 83(1986)-  34 37 45.61485(N)    076 32 14.99034(W) AD(       ) 4
 EA1710  NAD 27      -  34 37 45.02951(N)    076 32 16.26943(W) AD(       ) 3
 EA1710
 EA1710.Superseded values are not recommended for survey control.
 EA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1710.See file dsdata.txt to determine how the superseded data were derived.
 EA1710
 EA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5906533014(NAD 83)
 EA1710_MARKER: 14 = NAVIGATION LIGHT
 EA1710
 EA1710  HISTORY     - Date     Condition        Report By
 EA1710  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1710
 EA1710                          STATION DESCRIPTION
 EA1710
 EA1710'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1711 ***********************************************************************
 EA1711  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 26
 EA1711  PID         -  EA1711
 EA1711  STATE/COUNTY-  NC/CARTERET
 EA1711  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1711
 EA1711                         *CURRENT SURVEY CONTROL
 EA1711  ___________________________________________________________________
 EA1711* NAD 83(2001)-  34 40 13.78153(N)    076 31 25.20485(W)     ADJUSTED  
 EA1711* NAVD 88     -              **(meters)            **(feet)            
 EA1711  ___________________________________________________________________
 EA1711  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 EA1711  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA1711  HORZ ORDER  -  THIRD
 EA1711
 EA1711.The horizontal coordinates were established by classical geodetic methods
 EA1711.and adjusted by the National Geodetic Survey in August 2005.
 EA1711
 EA1711
 EA1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1711
 EA1711.The geoid height was determined by GEOID03.
 EA1711
 EA1711;                    North         East     Units Scale Factor Converg.
 EA1711;SPC NC       -   104,942.256   836,522.641   MT  0.99992369   +1 25 45.4
 EA1711;SPC NC       -   344,298.05  2,744,491.36   sFT  0.99992369   +1 25 45.4
 EA1711;UTM  18      - 3,837,559.231   360,401.863   MT  0.99984020   -0 52 00.8
 EA1711
 EA1711                          SUPERSEDED SURVEY CONTROL
 EA1711
 EA1711  NAD 83(1986)-  34 40 13.79306(N)    076 31 25.21055(W) AD(       ) 4
 EA1711  NAD 27      -  34 40 13.20897(N)    076 31 26.49294(W) AD(       ) 3
 EA1711
 EA1711.Superseded values are not recommended for survey control.
 EA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1711.See file dsdata.txt to determine how the superseded data were derived.
 EA1711
 EA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6040237559(NAD 83)
 EA1711_MARKER: 14 = NAVIGATION LIGHT
 EA1711
 EA1711  HISTORY     - Date     Condition        Report By
 EA1711  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1711
 EA1711                          STATION DESCRIPTION
 EA1711
 EA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1711'STATION IS A LIGHTED BEACON DESCRIBED IN LIST OF LIGHTS, ATLANTIC
 EA1711'COAST, 1962 AS FOLLOWS--BARDEN INLET NO. 3607, CHANNEL LIGHT 26,
 EA1711'FLASHING RED (0.4 S FL), IN 3 FEET, 14 FEET ABOVE HIGH WATER, RED
 EA1711'TRIANGULAR DAYMARK ON PILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1712 ***********************************************************************
 EA1712  DESIGNATION -  BARDEN INLET CHANNEL LIGHT 29
 EA1712  PID         -  EA1712
 EA1712  STATE/COUNTY-  NC/CARTERET
 EA1712  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1712
 EA1712                         *CURRENT SURVEY CONTROL
 EA1712  ___________________________________________________________________
 EA1712* NAD 83(2001)-  34 40 42.30225(N)    076 31 33.96561(W)     ADJUSTED  
 EA1712* NAVD 88     -              **(meters)            **(feet)            
 EA1712  ___________________________________________________________________
 EA1712  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EA1712  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA1712  HORZ ORDER  -  THIRD
 EA1712
 EA1712.The horizontal coordinates were established by classical geodetic methods
 EA1712.and adjusted by the National Geodetic Survey in August 2005.
 EA1712
 EA1712
 EA1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1712
 EA1712.The geoid height was determined by GEOID03.
 EA1712
 EA1712;                    North         East     Units Scale Factor Converg.
 EA1712;SPC NC       -   105,815.227   836,277.789   MT  0.99992231   +1 25 40.3
 EA1712;SPC NC       -   347,162.12  2,743,688.05   sFT  0.99992231   +1 25 40.3
 EA1712;UTM  18      - 3,838,441.238   360,192.201   MT  0.99984092   -0 52 06.4
 EA1712
 EA1712                          SUPERSEDED SURVEY CONTROL
 EA1712
 EA1712  NAD 83(1986)-  34 40 42.31363(N)    076 31 33.97144(W) AD(       ) 4
 EA1712  NAD 27      -  34 40 41.72942(N)    076 31 35.25381(W) AD(       ) 3
 EA1712
 EA1712.Superseded values are not recommended for survey control.
 EA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1712.See file dsdata.txt to determine how the superseded data were derived.
 EA1712
 EA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6019238441(NAD 83)
 EA1712_MARKER: 14 = NAVIGATION LIGHT
 EA1712
 EA1712  HISTORY     - Date     Condition        Report By
 EA1712  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1712  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 EA1712
 EA1712                          STATION DESCRIPTION
 EA1712
 EA1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1712'STATION IS A LIGHTED BEACON DESCRIBED IN LIST OF LIGHTS, ALTANTIC
 EA1712'COAST, 1962 AS FOLLOWS--BARDEN INLET NO. 3608, CHANNEL LIGHT 29,
 EA1712'FLASHING WHITE (0.4 S FL), IN 9 FEET, 14 FEET ABOVE HIGH WATER,
 EA1712'BLACK SQUARE DAYMARK ON PILE.
 EA1712
 EA1712                          STATION RECOVERY (2004)
 EA1712
 EA1712'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1712'ALL DAYMARKS IN BARDEN INLET ARE SUBJECT TO CHANGE DUE TO CHANNEL
 EA1712'SHIFT.  THERE IS A LIGHT BEACON NEAR THIS SAME LOCATION L N35 40 42,
 EA1712'LO W076 31 35. DESCRIBED AS AID 27270 IN THE COAST GUARD LIGHT LIST.
 EA1712'CHANNEL LIGHT 35, FLASHING GREEN, 2.5 SEC, SQUARE GREEN DAYMARK ON
 EA1712'PILE 15 FT ABOVE HEIGHT WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2434 ***********************************************************************
 FA2434  DESIGNATION -  BARE
 FA2434  PID         -  FA2434
 FA2434  STATE/COUNTY-  NC/MECKLENBURG
 FA2434  USGS QUAD   -  WEDDINGTON (1988)
 FA2434
 FA2434                         *CURRENT SURVEY CONTROL
 FA2434  ___________________________________________________________________
 FA2434* NAD 83(2001)-  35 01 53.65260(N)    080 51 12.52882(W)     ADJUSTED  
 FA2434* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 FA2434  ___________________________________________________________________
 FA2434  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 FA2434  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 FA2434  HORZ ORDER  -  SECOND
 FA2434
 FA2434.The horizontal coordinates were established by classical geodetic methods
 FA2434.and adjusted by the National Geodetic Survey in August 2005.
 FA2434
 FA2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2434
 FA2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2434
 FA2434.The geoid height was determined by GEOID03.
 FA2434
 FA2434;                    North         East     Units Scale Factor Converg.
 FA2434;SPC NC       -   143,743.380   440,495.548   MT  0.99987994   -1 04 11.2
 FA2434;SPC NC       -   471,598.07  1,445,192.48   sFT  0.99987994   -1 04 11.2
 FA2434;UTM  17      - 3,876,553.895   513,365.039   MT  0.99960220   +0 05 02.8
 FA2434
 FA2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2434!SPC NC       -   0.99997526  x   0.99987994  =   0.99985521
 FA2434!UTM  17      -   0.99997526  x   0.99960220  =   0.99957747
 FA2434
 FA2434:                Primary Azimuth Mark                     Grid Az
 FA2434:SPC NC       -  LOWERY                                   325 33 47.6
 FA2434:UTM  17      -  LOWERY                                   324 24 33.6
 FA2434
 FA2434|---------------------------------------------------------------------|
 FA2434| PID    Reference Object                     Distance      Geod. Az  |
 FA2434|                                                           dddmmss.s |
 FA2434| FA2456 LOWERY                              APPROX. 1.0 KM 3242936.4 |
 FA2434|---------------------------------------------------------------------|
 FA2434
 FA2434                          SUPERSEDED SURVEY CONTROL
 FA2434
 FA2434  NAD 83(1986)-  35 01 53.66766(N)    080 51 12.53919(W) AD(       ) 2
 FA2434  NAD 27      -  35 01 53.14166(N)    080 51 13.26336(W) AD(       ) 2
 FA2434  NGVD 29 (07/19/86)  188.2    (m)          617.     (f) VERT ANG    3  
 FA2434
 FA2434.Superseded values are not recommended for survey control.
 FA2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2434.See file dsdata.txt to determine how the superseded data were derived.
 FA2434
 FA2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1336576554(NAD 83)
 FA2434_MARKER: DE = TRAVERSE STATION DISK
 FA2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2434_STAMPING: BARE 1968
 FA2434_MARK LOGO: NCGS  
 FA2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2434+STABILITY: SURFACE MOTION
 FA2434
 FA2434  HISTORY     - Date     Condition        Report By
 FA2434  HISTORY     - 1968     MONUMENTED       NCGS
 FA2434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA2434  HISTORY     - 19910204 MARK NOT FOUND   USPSQD
 FA2434
 FA2434                          STATION DESCRIPTION
 FA2434
 FA2434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2434'BARE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2434'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2434'
 FA2434'BARE IS LOCATED APPROXIMATELY 4.0 MILES SOUTHEAST OF
 FA2434'PINEVILLE.  TO REACH STATION PROCEED FROM THE NORTH
 FA2434'CAROLINA - SOUTH CAROLINA STATE LINE, GO NORTHWEST ON U.S. 521
 FA2434'FOR 1.3 MILES TO STATION, WHICH IS ON THE EAST SIDE OF
 FA2434'U.S. 521 NEXT TO BARE AREA ACROSS HIGHWAY FROM SOUTH END OF
 FA2434'POND WITH CONCRETE BLOCK WALL, AND 0.8 MILE SOUTHEAST OF
 FA2434'INTERSECTION OF SR 3626 WITH U.S. 521.
 FA2434'
 FA2434'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2434'BARE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2434'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2434'
 FA2434'MARK IS
 FA2434'
 FA2434'29.8 FT ENE OF C/L OF U.S. 521
 FA2434'
 FA2434'106.9 FT ESE OF 12 INCH PINE TREE ON W SIDE OF U.S. 521, AND
 FA2434'WITH ALUMINUM REF. TAG
 FA2434'
 FA2434'150.5 FT SE OF PP ON E SIDE OF U.S. 521, AND WITH ALUMINUM
 FA2434'REF. TAG
 FA2434'
 FA2434'219.8 FT NW OF PP ON E SIDE OF U.S. 521, AND WITH ALUMINUM
 FA2434'REF. TAG
 FA2434
 FA2434                          STATION RECOVERY (1989)
 FA2434
 FA2434'RECOVERY NOTE BY US POWER SQUADRON 1989 (LL)
 FA2434'MARK NOT FOUND.
 FA2434
 FA2434                          STATION RECOVERY (1991)
 FA2434
 FA2434'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4681 ***********************************************************************
 EZ4681  DESIGNATION -  BARE
 EZ4681  PID         -  EZ4681
 EZ4681  STATE/COUNTY-  NC/HARNETT
 EZ4681  USGS QUAD   -  DUNN (1981)
 EZ4681
 EZ4681                         *CURRENT SURVEY CONTROL
 EZ4681  ___________________________________________________________________
 EZ4681* NAD 83(2001)-  35 20 44.14899(N)    078 34 09.04394(W)     ADJUSTED  
 EZ4681* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 EZ4681  ___________________________________________________________________
 EZ4681  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EZ4681  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EZ4681  HORZ ORDER  -  SECOND
 EZ4681
 EZ4681.The horizontal coordinates were established by classical geodetic methods
 EZ4681.and adjusted by the National Geodetic Survey in August 2005.
 EZ4681
 EZ4681.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4681
 EZ4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4681
 EZ4681.The geoid height was determined by GEOID03.
 EZ4681
 EZ4681;                    North         East     Units Scale Factor Converg.
 EZ4681;SPC NC       -   177,084.634   648,758.958   MT  0.99987393   +0 14 55.2
 EZ4681;SPC NC       -   580,985.17  2,128,470.01   sFT  0.99987393   +0 14 55.2
 EZ4681;UTM  17      - 3,914,081.371   720,901.881   MT  1.00020140   +1 24 24.5
 EZ4681
 EZ4681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4681!SPC NC       -   0.99999373  x   0.99987393  =   0.99986766
 EZ4681!UTM  17      -   0.99999373  x   1.00020140  =   1.00019513
 EZ4681
 EZ4681:                Primary Azimuth Mark                     Grid Az
 EZ4681:SPC NC       -  PARKER                                   164 26 10.7
 EZ4681:UTM  17      -  PARKER                                   163 16 41.4
 EZ4681
 EZ4681|---------------------------------------------------------------------|
 EZ4681| PID    Reference Object                     Distance      Geod. Az  |
 EZ4681|                                                           dddmmss.s |
 EZ4681| EZ4705 PARKER                              APPROX. 0.6 KM 1644105.9 |
 EZ4681| EZ4699 LESLIE                              APPROX. 0.5 KM 2574303.4 |
 EZ4681|---------------------------------------------------------------------|
 EZ4681
 EZ4681                          SUPERSEDED SURVEY CONTROL
 EZ4681
 EZ4681  NAD 83(1986)-  35 20 44.15444(N)    078 34 09.05385(W) AD(       ) 2
 EZ4681  NAD 27      -  35 20 43.57238(N)    078 34 10.00302(W) AD(       ) 2
 EZ4681  NGVD 29 (07/19/86)   74.0    (m)          243.     (f) VERT ANG    3  
 EZ4681
 EZ4681.Superseded values are not recommended for survey control.
 EZ4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4681.See file dsdata.txt to determine how the superseded data were derived.
 EZ4681
 EZ4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2090214081(NAD 83)
 EZ4681_MARKER: DE = TRAVERSE STATION DISK
 EZ4681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4681_STAMPING: BARE 1965
 EZ4681_MARK LOGO: NCGS  
 EZ4681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4681+STABILITY: SURFACE MOTION
 EZ4681
 EZ4681  HISTORY     - Date     Condition        Report By
 EZ4681  HISTORY     - 1965     MONUMENTED       NCGS
 EZ4681  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 EZ4681
 EZ4681                          STATION DESCRIPTION
 EZ4681
 EZ4681'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4681'BARE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4681'THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ4681'
 EZ4681'BARE IS 3.4 MILES NE OF DUNN.  LOCATED 0.85 MILES ENE ALONG SR
 EZ4681'1810 FROM MARY STEWART SCHOOL.  0.6 MILES SW OF SR 1709.  IN THE SW
 EZ4681'QUADRANT OF SR 1810 AND SR 1805 AND IN THE YARD OF N. O. BAREFOOT.
 EZ4681'
 EZ4681'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARE
 EZ4681'1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4681'8 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4681'
 EZ4681'MARK IS
 EZ4681'
 EZ4681'20.9 FT W OF C/L OF SR 1805
 EZ4681'
 EZ4681'74.8 FT S OF C/L OF SR 1810
 EZ4681'
 EZ4681'49.9 FT W OF 28 INCH OAK
 EZ4681'
 EZ4681'65.3 FT SW OF PP 1610 WITH ALUMINUM REF. TAG
 EZ4681'
 EZ4681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4681
 EZ4681                          STATION RECOVERY (1997)
 EZ4681
 EZ4681'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1710 ***********************************************************************
 FW1710  DESIGNATION -  BARE
 FW1710  PID         -  FW1710
 FW1710  STATE/COUNTY-  NC/CURRITUCK
 FW1710  USGS QUAD   -  BARCO (1982)
 FW1710
 FW1710                         *CURRENT SURVEY CONTROL
 FW1710  ___________________________________________________________________
 FW1710* NAD 83(2001)-  36 22 45.25843(N)    075 58 13.97105(W)     ADJUSTED  
 FW1710* NAVD 88     -         2.8    (meters)       9.     (feet)  VERTCON   
 FW1710  ___________________________________________________________________
 FW1710  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 FW1710  GEOID HEIGHT-         -38.37  (meters)                     GEOID03
 FW1710  HORZ ORDER  -  SECOND
 FW1710
 FW1710.The horizontal coordinates were established by classical geodetic methods
 FW1710.and adjusted by the National Geodetic Survey in August 2005.
 FW1710
 FW1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1710
 FW1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1710
 FW1710.The geoid height was determined by GEOID03.
 FW1710
 FW1710;                    North         East     Units Scale Factor Converg.
 FW1710;SPC NC       -   295,830.068   881,409.878   MT  1.00006627   +1 44 54.6
 FW1710;SPC NC       -   970,569.15  2,891,758.91   sFT  1.00006627   +1 44 54.6
 FW1710;UTM  18      - 4,026,450.219   412,946.340   MT  0.99969337   -0 34 32.5
 FW1710
 FW1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1710!SPC NC       -   1.00000558  x   1.00006627  =   1.00007185
 FW1710!UTM  18      -   1.00000558  x   0.99969337  =   0.99969895
 FW1710
 FW1710                          SUPERSEDED SURVEY CONTROL
 FW1710
 FW1710  NAD 83(1993)-  36 22 45.26602(N)    075 58 13.98004(W) AD(       ) 2
 FW1710  NAD 83(1986)-  36 22 45.27175(N)    075 58 14.00066(W) AD(       ) 2
 FW1710  NGVD 29 (11/01/90)    3.1    (m)           10.     (f) VERT ANG    3  
 FW1710
 FW1710.Superseded values are not recommended for survey control.
 FW1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1710.See file dsdata.txt to determine how the superseded data were derived.
 FW1710
 FW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1294626450(NAD 83)
 FW1710_MARKER: DE = TRAVERSE STATION DISK
 FW1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1710_STAMPING: BARE 1978
 FW1710_MARK LOGO: NCGS  
 FW1710_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1710+STABILITY: SURFACE MOTION
 FW1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1710+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 FW1710
 FW1710  HISTORY     - Date     Condition        Report By
 FW1710  HISTORY     - 1978     MONUMENTED       NCGS
 FW1710  HISTORY     - 20041027 GOOD             NCGS
 FW1710
 FW1710                          STATION DESCRIPTION
 FW1710
 FW1710'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1710'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES SOUTHEAST OF BARCO AND
 FW1710'2.6 MILES NORTH-NORTHWEST OF COINJOCK.
 FW1710'
 FW1710'TO REACH THE STATION FROM THE INTERSECTION OF US 158 WITH NC 168 AT
 FW1710'BARCO, PROCEED SOUTHEAST ALONG US 158 FOR 0.5 MILE TO STATION ON LEFT,
 FW1710'AT THE CORNER OF A CULTIVATED FIELD AND THE YARD OF A WHITE TWO STORY
 FW1710'HOUSE.
 FW1710'
 FW1710'STATION MARK IS A STANDARD DISK STAMPED---BARE 1978---SET IN TOP OF A
 FW1710'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1710'38.6 FEET EAST OF THE CENTERLINE OF US 158, 103.6 FEET NORTHEAST OF
 FW1710'NORTH END OF SOUTH DRIVEWAY CORRUGATED PIPE, 16.7 FEET NORTH-NORTHWEST
 FW1710'OF WEST POST OF --RAMADA CAMP INN-- SIGN WITH REFERENCE TAG, 34.8 FEET
 FW1710'WEST OF EAST POST OF --WHALEHEAD BEACH-- SIGN WITH REFERENCE TAG, 86.5
 FW1710'FEET SOUTH OF TELEPHONE POLE 82 WITH REFERENCE TAG AND 21.6 FEET NORTH
 FW1710'OF WEST END OF FENCE.
 FW1710
 FW1710                          STATION RECOVERY (2004)
 FW1710
 FW1710'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1710'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 FW1710'CORRECTIONS.  MARK IS RECESSED 30 INCHES BELOW THE GROUND.  LOCATED
 FW1710'7.0 FT (2.1 M) EAST OF BACK OF CURB/GUTTER, 34.8 WEST-NORTHWEST OF
 FW1710'EAST POST OF KITTY HAWK SPORTS SIGN AND 20.4 FT (6.2 M) NORTHWEST OF
 FW1710'WESTERN POST OF SIGN.  TELEPHONE POLE (82) WITH REFERENCE TAG IS GONE.
 FW1710'REFERENCED FENCE AND CORRUGATED PIPE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5746 ***********************************************************************
 EY5746  DESIGNATION -  BARE
 EY5746  PID         -  EY5746
 EY5746  STATE/COUNTY-  NC/MARTIN
 EY5746  USGS QUAD   -  OAK CITY (1981)
 EY5746
 EY5746                         *CURRENT SURVEY CONTROL
 EY5746  ___________________________________________________________________
 EY5746* NAD 83(2001)-  35 55 31.61728(N)    077 18 34.73768(W)     ADJUSTED  
 EY5746* NAVD 88     -        24.47   (+/-2cm)      80.3    (feet)  VERTCON   
 EY5746  ___________________________________________________________________
 EY5746  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EY5746  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 EY5746  HORZ ORDER  -  SECOND
 EY5746  VERT ORDER  -  THIRD ? (See Below)
 EY5746
 EY5746.The horizontal coordinates were established by classical geodetic methods
 EY5746.and adjusted by the National Geodetic Survey in August 2005.
 EY5746
 EY5746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5746.The vertical order pertains to the NGVD 29 superseded value.
 EY5746
 EY5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5746
 EY5746.The geoid height was determined by GEOID03.
 EY5746
 EY5746;                    North         East     Units Scale Factor Converg.
 EY5746;SPC NC       -   242,627.805   762,136.504   MT  0.99994160   +0 58 32.2
 EY5746;SPC NC       -   796,021.39  2,500,442.85   sFT  0.99994160   +0 58 32.2
 EY5746;UTM  18      - 3,978,144.751   291,623.317   MT  1.00013506   -1 21 20.3
 EY5746
 EY5746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5746!SPC NC       -   1.00000172  x   0.99994160  =   0.99994332
 EY5746!UTM  18      -   1.00000172  x   1.00013506  =   1.00013678
 EY5746
 EY5746                          SUPERSEDED SURVEY CONTROL
 EY5746
 EY5746  NAD 83(1986)-  35 55 31.62512(N)    077 18 34.74830(W) AD(       ) 2
 EY5746  NGVD 29 (01/18/91)   24.82   (m)           81.4    (f) LEVELING    3  
 EY5746
 EY5746.Superseded values are not recommended for survey control.
 EY5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5746.See file dsdata.txt to determine how the superseded data were derived.
 EY5746
 EY5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9162378145(NAD 83)
 EY5746_MARKER: DE = TRAVERSE STATION DISK
 EY5746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5746_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5746+STABILITY: SURFACE MOTION
 EY5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY5746+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 EY5746
 EY5746  HISTORY     - Date     Condition        Report By
 EY5746  HISTORY     - 1980     MONUMENTED       NCGS
 EY5746  HISTORY     - 19930623 MARK NOT FOUND   USPSQD
 EY5746  HISTORY     - 20060504 MARK NOT FOUND   NCGS
 EY5746
 EY5746                          STATION DESCRIPTION
 EY5746
 EY5746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EY5746'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTHWEST OF HASSELL
 EY5746'AND 2.6 MILES SOUTH-SOUTHWEST OF OAK CITY.
 EY5746'
 EY5746'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 125 IN
 EY5746'OAK CITY, PROCEED SOUTH ALONG NC 11-42 FOR 3.15 MILES TO A STATION IN
 EY5746'THE LEFT SHOULDER ACROSS FROM THE WOODS CORNER AND 0.75 MILE SOUTH OF
 EY5746'THE INTERSECTION WITH SR 1325.
 EY5746'
 EY5746'STATION MARK IS A STANDARD DISK STAMPED---BARE 1980---, SET IN THE TOP
 EY5746'OF A 10 INCH CONCRETE MONUMENT WHICH IS 4 INCHES BELOW THE GROUND
 EY5746'SURFACE.  THE MARK IS 18.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 EY5746'188.6 FEET NORTH OF THE INTERSECTION OF PROLONGATION OF THE CENTERLINE
 EY5746'OF WOODS ROAD, 68.2 FEET EAST OF A 20 INCH PINE WITH REFERENCE TAG,
 EY5746'116.0 FEET NORTHEAST OF A 6 INCH MAPLE WITH REFERENCE TAG AND 4.5 FEET
 EY5746'WEST OF A WITNESS POST.
 EY5746
 EY5746                          STATION RECOVERY (1993)
 EY5746
 EY5746'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 EY5746'MARK NOT FOUND.
 EY5746
 EY5746                          STATION RECOVERY (2006)
 EY5746
 EY5746'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY5746'NOT FOUND PROBABLY LOST TO HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2929 ***********************************************************************
 FZ2929  HT_MOD      -  This is a Height Modernization Survey Station.
 FZ2929  DESIGNATION -  BARE
 FZ2929  PID         -  FZ2929
 FZ2929  STATE/COUNTY-  NC/ASHE
 FZ2929  USGS QUAD   -  JEFFERSON (1998)
 FZ2929
 FZ2929                         *CURRENT SURVEY CONTROL
 FZ2929  ___________________________________________________________________
 FZ2929* NAD 83(2007)-  36 25 12.80521(N)    081 23 33.23694(W)     ADJUSTED  
 FZ2929* NAVD 88     -       851.01   (meters)    2792.0    (feet)  GPS OBS   
 FZ2929  ___________________________________________________________________
 FZ2929  EPOCH DATE  -        2002.00
 FZ2929  X           -     769,138.210 (meters)                     COMP
 FZ2929  Y           -  -5,081,230.235 (meters)                     COMP
 FZ2929  Z           -   3,766,301.261 (meters)                     COMP
 FZ2929  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FZ2929  ELLIP HEIGHT-         819.580 (meters)          (02/10/07) ADJUSTED
 FZ2929  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FZ2929
 FZ2929  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2929  Type    PID    Designation                      North   East  Ellip
 FZ2929  -------------------------------------------------------------------
 FZ2929  NETWORK FZ2929 BARE                              0.59   0.59   1.29
 FZ2929  -------------------------------------------------------------------
 FZ2929
 FZ2929.The horizontal coordinates were established by GPS observations
 FZ2929.and adjusted by the National Geodetic Survey in February 2007.
 FZ2929
 FZ2929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2929.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2929.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2929.The epoch date for horizontal control is a decimal equivalence
 FZ2929.of Year/Month/Day.
 FZ2929
 FZ2929.The orthometric height was determined by GPS observations and a
 FZ2929.high-resolution geoid model.
 FZ2929.The orthometric height was determined by GPS observations and a
 FZ2929.high-resolution geoid model using precise GPS observation and
 FZ2929.processing techniques.
 FZ2929
 FZ2929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2929
 FZ2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2929
 FZ2929.The ellipsoidal height was determined by GPS observations
 FZ2929.and is referenced to NAD 83.
 FZ2929
 FZ2929.The geoid height was determined by GEOID03.
 FZ2929
 FZ2929;                    North         East     Units Scale Factor Converg.
 FZ2929;SPC NC       -   298,816.483   395,032.407   MT  1.00008064   -1 22 51.3
 FZ2929;SPC NC       -   980,367.08  1,296,035.49   sFT  1.00008064   -1 22 51.3
 FZ2929;UTM  17      - 4,030,630.618   464,807.553   MT  0.99961526   -0 13 59.1
 FZ2929
 FZ2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2929!SPC NC       -   0.99987139  x   1.00008064  =   0.99995202
 FZ2929!UTM  17      -   0.99987139  x   0.99961526  =   0.99948670
 FZ2929
 FZ2929                          SUPERSEDED SURVEY CONTROL
 FZ2929
 FZ2929  NAD 83(2001)-  36 25 12.80550(N)    081 23 33.23684(W) AD(       ) 1
 FZ2929  ELLIP H (03/27/03)  819.582  (m)                       GP(       ) 4 2
 FZ2929  NAD 83(1995)-  36 25 12.80591(N)    081 23 33.23674(W) AD(       ) 1
 FZ2929  NAD 83(1993)-  36 25 12.81034(N)    081 23 33.24185(W) AD(       ) 1
 FZ2929  NAD 83(1986)-  36 25 12.81550(N)    081 23 33.24427(W) AD(       ) 2
 FZ2929  NAD 83(1986)-  36 25 12.81550(N)    081 23 33.24427(W) AD(       ) 1
 FZ2929  NGVD 29 (09/17/93)  851.1    (m)         2792.     (f) GPS OBS     3  
 FZ2929
 FZ2929.Superseded values are not recommended for survey control.
 FZ2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2929.See file dsdata.txt to determine how the superseded data were derived.
 FZ2929
 FZ2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6480830631(NAD 83)
 FZ2929_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2929_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2929_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2929_STAMPING: BARE 1990
 FZ2929_MARK LOGO: NCGS  
 FZ2929_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2929+STABILITY: POSITION/ELEVATION WELL
 FZ2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2929+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 FZ2929
 FZ2929  HISTORY     - Date     Condition        Report By
 FZ2929  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2929  HISTORY     - 20031029 GOOD             NCGS
 FZ2929
 FZ2929                          STATION DESCRIPTION
 FZ2929
 FZ2929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2929'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST OF JEFFERSON, IN
 FZ2929'THE--WAGONER STATE PARK--ALONG THE WESTERN BOUNDARY.
 FZ2929'PROCEED ALONG NC 88 FOR 1.45 MI (2.33 KM) EAST FROM NC 16 (AT THE
 FZ2929'SOUTH FORK-NEW RIVER BRIDGE), THENCE NORTH ALONG SR 1590 (WAGONER
 FZ2929'ROAD) FOR 0.95 MI (1.53 KM) , THENCE WEST ALONG SR 1588 FOR 0.1 MI
 FZ2929'(0.2 KM) TO AN OLD FARM DRIVE LEADING NORTH, THENCE NORTH ALONG DRIVE
 FZ2929'PAST BARN, THROUGH A FENCE GAP, AND ALONG PASTURE TRAILS FOR 0.3 MI
 FZ2929'(0.5 KM) TO CEMETERY AT TOP OF HILL, THENCE EAST ALONG TRAIL THROUGH
 FZ2929'A PINE STAND FOR 0.3 MI (0.5 KM) TO AN OPEN FIELD, AND STATION NEAR
 FZ2929'NORTH END OF FIELD ALONG A TELEPHONE CABLE LINE, IN A ROCK OUTCROP.
 FZ2929'LOCATED 44.0 FT (13.4 M) SOUTHEAST OF A TELEPHONE CABLE POLE, 86.2 FT
 FZ2929'(26.3 M) NORTH-NORTHWEST OF A TELEPHONE CABLE POLE, AND 161.0 FT
 FZ2929'(49.1 M) SOUTHWEST OF A 12-INCH WHITE PINE--ALL THREE WITH REFERENCE
 FZ2929'TAGS.
 FZ2929
 FZ2929                          STATION RECOVERY (2003)
 FZ2929
 FZ2929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2929'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD FARM HAS BEEN
 FZ2929'SOLD IS CURRENTLY BEING DEVELOPED AND HOUSES BUILT.  A NEW -- TO REACH
 FZ2929'FOLLOWS.
 FZ2929' 
 FZ2929'PROCEED EAST FOR 1.45 MI (2.33 KM) ALONG NC 88 FOR FROM NC 16 (AT THE
 FZ2929'SOUTH FORK OF THE NEW RIVER BRIDGE), THENCE NORTH FOR 0.95 MI (1.53
 FZ2929'KM) SR 1590-WAGONER ROAD, THENCE WEST FOR 0.1 MI (0.2 KM) ALONG SR
 FZ2929'1588-BILL BLEDSOE ROAD TO THE ENTRANCE TO CANAWHAY HOUSING DEVELOPMENT
 FZ2929'AND A CODE ENTRY ELECTRIC GATE (FOR ACCESS CALL TIMBERLINE
 FZ2929'1-800-455-1981), TURN RIGHT AND PASS THROUGH THE GATE AND GO NORTH FOR
 FZ2929'0.35 MI (0.56 KM) ALONG CANAWHAY DRIVE, THENCE EAST FOR 0.05 MI (0.08
 FZ2929'KM) ALONG MUSCOGEE COURT PASSING THE CEMETERY TO A CUL-DE-SAC.  THEN
 FZ2929'ON FOOT, GO EAST-NORTHEAST FOR APPROXIMATELY 200 FT (61.0 M) TO A
 FZ2929'WOODEN FENCE NEAR A LARGE WHITE OAK, CROSS THE FENCE AND CONTINUE ON
 FZ2929'FOOT EAST-NORTHEAST FOR APPROXIMATELY 200 FT (61.0 M) TO THE NORTHEAST
 FZ2929'END OF THE FIELD AND A TRAIL LEADING THROUGH A STAND OF WHITE PINES,
 FZ2929'FOLLOW THE TRAIL EAST-NORTHEAST TURNING NORTH FOR APPROXIMATELY 0.25
 FZ2929'MI (0.40 KM) TO THE STATION NEAR THE NORTH END OF AN OPEN FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0538 ***********************************************************************
 EZ0538  DESIGNATION -  BAREFOOT
 EZ0538  PID         -  EZ0538
 EZ0538  STATE/COUNTY-  NC/HARNETT
 EZ0538  USGS QUAD   -  ERWIN (1981)
 EZ0538
 EZ0538                         *CURRENT SURVEY CONTROL
 EZ0538  ___________________________________________________________________
 EZ0538* NAD 83(2001)-  35 19 10.79042(N)    078 37 55.77933(W)     ADJUSTED  
 EZ0538* NAVD 88     -        66.481  (meters)     218.11   (feet)  ADJUSTED  
 EZ0538  ___________________________________________________________________
 EZ0538  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EZ0538  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 EZ0538  DYNAMIC HT  -          66.421 (meters)     217.92  (feet)  COMP
 EZ0538  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 EZ0538
 EZ0538  HORZ ORDER  -  SECOND
 EZ0538  VERT ORDER  -  SECOND    CLASS II
 EZ0538
 EZ0538.The horizontal coordinates were established by classical geodetic methods
 EZ0538.and adjusted by the National Geodetic Survey in August 2005.
 EZ0538
 EZ0538.The orthometric height was determined by differential leveling
 EZ0538.and adjusted in June 1991.
 EZ0538
 EZ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0538
 EZ0538.The geoid height was determined by GEOID03.
 EZ0538
 EZ0538.The dynamic height is computed by dividing the NAVD 88
 EZ0538.geopotential number by the normal gravity value computed on the
 EZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0538.degrees latitude (g = 980.6199 gals.).
 EZ0538
 EZ0538.The modeled gravity was interpolated from observed gravity values.
 EZ0538
 EZ0538;                    North         East     Units Scale Factor Converg.
 EZ0538;SPC NC       -   174,184.817   643,045.148   MT  0.99987329   +0 12 44.3
 EZ0538;SPC NC       -   571,471.35  2,109,723.96   sFT  0.99987329   +0 12 44.3
 EZ0538;UTM  17      - 3,911,065.764   715,246.057   MT  1.00017100   +1 22 10.1
 EZ0538
 EZ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0538!SPC NC       -   0.99999485  x   0.99987329  =   0.99986814
 EZ0538!UTM  17      -   0.99999485  x   1.00017100  =   1.00016585
 EZ0538
 EZ0538:                Primary Azimuth Mark                     Grid Az
 EZ0538:SPC NC       -  HUT                                      125 38 24.3
 EZ0538:UTM  17      -  HUT                                      124 28 58.5
 EZ0538
 EZ0538|---------------------------------------------------------------------|
 EZ0538| PID    Reference Object                     Distance      Geod. Az  |
 EZ0538|                                                           dddmmss.s |
 EZ0538| EZ4729 HUT                                 APPROX. 0.6 KM 1255108.6 |
 EZ0538|---------------------------------------------------------------------|
 EZ0538
 EZ0538                          SUPERSEDED SURVEY CONTROL
 EZ0538
 EZ0538  NAD 83(1986)-  35 19 10.79554(N)    078 37 55.79055(W) AD(       ) 2
 EZ0538  NAD 27      -  35 19 10.20826(N)    078 37 56.72975(W) AD(       ) 2
 EZ0538  NGVD 29 (??/??/92)   66.757  (m)          219.02   (f) ADJ UNCH    2 2
 EZ0538
 EZ0538.Superseded values are not recommended for survey control.
 EZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0538.See file dsdata.txt to determine how the superseded data were derived.
 EZ0538
 EZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1524611066(NAD 83)
 EZ0538_MARKER: DE = TRAVERSE STATION DISK
 EZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0538_STAMPING: BAREFOOT 1973
 EZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0538+STABILITY: SURFACE MOTION
 EZ0538
 EZ0538  HISTORY     - Date     Condition        Report By
 EZ0538  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0538  HISTORY     - 1974     GOOD             NCGS
 EZ0538  HISTORY     - 1987     GOOD             USPSQD
 EZ0538  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 EZ0538  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 EZ0538
 EZ0538                          STATION DESCRIPTION
 EZ0538
 EZ0538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0538'BAREFOOT IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ0538'ESTABLISHED IN THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ0538'
 EZ0538'BAREFOOT IS 1.5 MILES NW OF DUNN AND 2.5 MILES ESE OF
 EZ0538'ERWIN.  LOCATED 0.4 MILES NW ALONG U.S. 421 FROM INTERSECTION
 EZ0538'OF BROAD ST. AND CUMBERLAND ST. (U.S. 421).  0.6 MILES SE
 EZ0538'OF BRIDGE OVER BLACK RIVER.  AT BAREFOOT OIL CO.  AND ON
 EZ0538'NE SIDE OF U.S. 421 ON TOP OF DITCH BANK.
 EZ0538'
 EZ0538'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0538'BAREFOOT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0538'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0538'
 EZ0538'MARK IS
 EZ0538'
 EZ0538'23.3 FT NE OF C/L OF W BOUND LANE OF U.S. 421
 EZ0538'
 EZ0538'9.8 FT NW OF W END OF DRAIN PIPE UNDER DRIVEWAY TO OIL STATION
 EZ0538'
 EZ0538'25.8 FT SW OF SINCLAIR SIGN POST
 EZ0538'
 EZ0538'32.2 FT SW OF PP WITH ALUMINUM REF. TAG
 EZ0538'
 EZ0538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0538
 EZ0538                          STATION RECOVERY (1974)
 EZ0538
 EZ0538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0538'1.6 MI WNW FROM DUNN.
 EZ0538'TO REACH STATION FROM THE INTERSECTION OF U.S. 421 AND NC 55 WITH
 EZ0538'U.S. 301 IN DUNN, PROCEED NW ALONG U.S. 421 - NC 55 FOR 1.6
 EZ0538'MILES TO STATION ON THE RIGHT IN FRONT OF BAREFOOT AND MC LAMB
 EZ0538'OIL COMPANY, AND 0.60 MILE SE OF U.S. 421 - NC 55 BRIDGE OVER
 EZ0538'BLACK RIVER, 23.3 FT NE OF C/L OF WEST BOUND LANE, 9.8 FT WEST
 EZ0538'OF NW END OF CULVERT UNDER DRIVEWAY TO SERVICE STATION, 117.7 FT
 EZ0538'WSW OF WEST CORNER OF MOBIL SERVICE STATION, 25.0 FT SSW OF
 EZ0538'SOUTHERNMOST METAL POST OF OIL COMPANY SIGN, AND 23.0 FT SSW OF
 EZ0538'PP 2 WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EZ0538'CYLINDER, FLUSH WITH THE GROUND.
 EZ0538
 EZ0538                          STATION RECOVERY (1987)
 EZ0538
 EZ0538'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0538'RECOVERED IN GOOD CONDITION.
 EZ0538
 EZ0538                          STATION RECOVERY (1996)
 EZ0538
 EZ0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 EZ0538'MARK NOT FOUND.
 EZ0538
 EZ0538                          STATION RECOVERY (2005)
 EZ0538
 EZ0538'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4609 ***********************************************************************
 EZ4609  DESIGNATION -  BAREFOOT
 EZ4609  PID         -  EZ4609
 EZ4609  STATE/COUNTY-  NC/SAMPSON
 EZ4609  USGS QUAD   -  TIMOTHY (1986)
 EZ4609
 EZ4609                         *CURRENT SURVEY CONTROL
 EZ4609  ___________________________________________________________________
 EZ4609* NAD 83(2001)-  35 13 16.84808(N)    078 23 49.25876(W)     ADJUSTED  
 EZ4609* NAVD 88     -        56.499  (meters)     185.36   (feet)  ADJUSTED  
 EZ4609  ___________________________________________________________________
 EZ4609  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EZ4609  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 EZ4609  DYNAMIC HT  -          56.449 (meters)     185.20  (feet)  COMP
 EZ4609  MODELED GRAV-     979,737.5   (mgal)                       NAVD 88
 EZ4609
 EZ4609  HORZ ORDER  -  SECOND
 EZ4609  VERT ORDER  -  SECOND    CLASS II
 EZ4609
 EZ4609.The horizontal coordinates were established by classical geodetic methods
 EZ4609.and adjusted by the National Geodetic Survey in August 2005.
 EZ4609
 EZ4609.The orthometric height was determined by differential leveling
 EZ4609.and adjusted in March 2000.
 EZ4609
 EZ4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4609
 EZ4609.The geoid height was determined by GEOID03.
 EZ4609
 EZ4609.The dynamic height is computed by dividing the NAVD 88
 EZ4609.geopotential number by the normal gravity value computed on the
 EZ4609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ4609.degrees latitude (g = 980.6199 gals.).
 EZ4609
 EZ4609.The modeled gravity was interpolated from observed gravity values.
 EZ4609
 EZ4609;                    North         East     Units Scale Factor Converg.
 EZ4609;SPC NC       -   163,383.079   664,490.530   MT  0.99987273   +0 20 52.9
 EZ4609;SPC NC       -   536,032.65  2,180,082.68   sFT  0.99987273   +0 20 52.9
 EZ4609;UTM  17      - 3,900,695.013   736,912.669   MT  1.00029177   +1 30 07.0
 EZ4609
 EZ4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4609!SPC NC       -   0.99999651  x   0.99987273  =   0.99986924
 EZ4609!UTM  17      -   0.99999651  x   1.00029177  =   1.00028828
 EZ4609
 EZ4609:                Primary Azimuth Mark                     Grid Az
 EZ4609:SPC NC       -  LEE                                      230 18 39.2
 EZ4609:UTM  17      -  LEE                                      229 09 25.1
 EZ4609
 EZ4609|---------------------------------------------------------------------|
 EZ4609| PID    Reference Object                     Distance      Geod. Az  |
 EZ4609|                                                           dddmmss.s |
 EZ4609| EZ4611 LEE                                 APPROX. 1.6 KM 2303932.1 |
 EZ4609|---------------------------------------------------------------------|
 EZ4609
 EZ4609                          SUPERSEDED SURVEY CONTROL
 EZ4609
 EZ4609  NAD 83(1986)-  35 13 16.85370(N)    078 23 49.26154(W) AD(       ) 2
 EZ4609  NAD 27      -  35 13 16.25868(N)    078 23 50.24954(W) AD(       ) 2
 EZ4609  NGVD 29 (07/19/86)   56.8    (m)          186.     (f) VERT ANG    3  
 EZ4609
 EZ4609.Superseded values are not recommended for survey control.
 EZ4609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4609.See file dsdata.txt to determine how the superseded data were derived.
 EZ4609
 EZ4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3691300695(NAD 83)
 EZ4609_MARKER: DE = TRAVERSE STATION DISK
 EZ4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4609_STAMPING: BAREFOOT 1973
 EZ4609_MARK LOGO: NCGS  
 EZ4609_PROJECTION: FLUSH
 EZ4609_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4609+STABILITY: SURFACE MOTION
 EZ4609
 EZ4609  HISTORY     - Date     Condition        Report By
 EZ4609  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4609  HISTORY     - 19861111 GOOD             NCGS
 EZ4609  HISTORY     - 19870602 GOOD             USPSQD
 EZ4609
 EZ4609                          STATION DESCRIPTION
 EZ4609
 EZ4609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4609'BAREFOOT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4609'THE VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ4609'
 EZ4609'BAREFOOT IS LOCATED APPROXIMATELY 3.0 MILES WSW OF NEWTON GROVE, AND
 EZ4609'5.4 MILES ENE OF SPIVEYS CORNER.  TO REACH STATION FROM THE TRAFFIC
 EZ4609'CIRCLE IN NEWTON GROVE, PROCEED WSW ALONG US 13 FOR 3.0 MILES TO
 EZ4609'STATION ON RIGHT SHOULDER, AND APPROXIMATELY 0.05 MILES WEST OF
 EZ4609'INTERSECTION WITH SR 1647.
 EZ4609'
 EZ4609'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4609'BAREFOOT 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4609'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4609'
 EZ4609'MARK IS
 EZ4609'15.6 FEET NNW OF C/L OF US 13.
 EZ4609'276.4 FEET WSW OF CENTER OF INTERSECTION OF SR 1647 AND US 13.
 EZ4609'3.4 FEET SSE OF 4 X 4 SPEED LIMIT SIGN W/ALUMINUM REF. TAG.
 EZ4609'157.3 FEET NNE OF NE CORNER OF CONCRETE BLOCK TOBACCO BARN.
 EZ4609
 EZ4609                          STATION RECOVERY (1986)
 EZ4609
 EZ4609'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4609'RECOVERED AS DESCRIBED. MARK IS NOW RECESSED 12 INCHES BELOW GROUND.
 EZ4609'LOCATED 13.8 FT (4.2 M) EAST OF A ROAD SIGN, AND 139.0 FT (42.4 M)
 EZ4609'SOUTH OF A 24-INCH GUM--BOTH WITH REFERENCE TAGS.
 EZ4609
 EZ4609                          STATION RECOVERY (1987)
 EZ4609
 EZ4609'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EZ4609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2930 ***********************************************************************
 FZ2930  DESIGNATION -  BARELY
 FZ2930  PID         -  FZ2930
 FZ2930  STATE/COUNTY-  NC/ASHE
 FZ2930  USGS QUAD   -  GLENDALE SPRINGS (1967)
 FZ2930
 FZ2930                         *CURRENT SURVEY CONTROL
 FZ2930  ___________________________________________________________________
 FZ2930* NAD 83(2007)-  36 18 35.19785(N)    081 22 45.59487(W)     ADJUSTED  
 FZ2930* NAVD 88     -       877.6    (meters)    2879.     (feet)  VERTCON   
 FZ2930  ___________________________________________________________________
 FZ2930  EPOCH DATE  -        2002.00
 FZ2930  X           -     771,404.354 (meters)                     COMP
 FZ2930  Y           -  -5,088,258.855 (meters)                     COMP
 FZ2930  Z           -   3,756,446.403 (meters)                     COMP
 FZ2930  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 FZ2930  ELLIP HEIGHT-         845.681 (meters)          (02/10/07) ADJUSTED
 FZ2930  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FZ2930
 FZ2930  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2930  Type    PID    Designation                      North   East  Ellip
 FZ2930  -------------------------------------------------------------------
 FZ2930  NETWORK FZ2930 BARELY                            0.94   0.74   1.67
 FZ2930  -------------------------------------------------------------------
 FZ2930
 FZ2930.The horizontal coordinates were established by GPS observations
 FZ2930.and adjusted by the National Geodetic Survey in February 2007.
 FZ2930
 FZ2930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2930.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2930.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2930.The epoch date for horizontal control is a decimal equivalence
 FZ2930.of Year/Month/Day.
 FZ2930
 FZ2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2930
 FZ2930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2930
 FZ2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2930
 FZ2930.The ellipsoidal height was determined by GPS observations
 FZ2930.and is referenced to NAD 83.
 FZ2930
 FZ2930.The geoid height was determined by GEOID03.
 FZ2930
 FZ2930;                    North         East     Units Scale Factor Converg.
 FZ2930;SPC NC       -   286,534.942   395,925.275   MT  1.00004309   -1 22 23.8
 FZ2930;SPC NC       -   940,073.39  1,298,964.84   sFT  1.00004309   -1 22 23.8
 FZ2930;UTM  17      - 4,018,374.914   465,945.849   MT  0.99961429   -0 13 28.6
 FZ2930
 FZ2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2930!SPC NC       -   0.99986729  x   1.00004309  =   0.99991038
 FZ2930!UTM  17      -   0.99986729  x   0.99961429  =   0.99948163
 FZ2930
 FZ2930:                Primary Azimuth Mark                     Grid Az
 FZ2930:SPC NC       -  OBIDS                                    273 17 40.7
 FZ2930:UTM  17      -  OBIDS                                    272 08 45.5
 FZ2930
 FZ2930|---------------------------------------------------------------------|
 FZ2930| PID    Reference Object                     Distance      Geod. Az  |
 FZ2930|                                                           dddmmss.s |
 FZ2930| FZ2996 OBIDS                               437.275 METERS 2715516.9 |
 FZ2930|---------------------------------------------------------------------|
 FZ2930
 FZ2930                          SUPERSEDED SURVEY CONTROL
 FZ2930
 FZ2930  NAD 83(2001)-  36 18 35.19788(N)    081 22 45.59471(W) AD(       ) 1
 FZ2930  ELLIP H (03/27/03)  845.681  (m)                       GP(       ) 4 2
 FZ2930  NAD 83(1995)-  36 18 35.19847(N)    081 22 45.59464(W) AD(       ) 1
 FZ2930  NAD 83(1993)-  36 18 35.20358(N)    081 22 45.59949(W) AD(       ) 1
 FZ2930  NAD 83(1986)-  36 18 35.20929(N)    081 22 45.60266(W) AD(       ) 2
 FZ2930  NAD 83(1986)-  36 18 35.20929(N)    081 22 45.60266(W) AD(       ) 1
 FZ2930  NGVD 29 (09/17/93)  877.7    (m)         2880.     (f) GPS OBS     3  
 FZ2930
 FZ2930.Superseded values are not recommended for survey control.
 FZ2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2930.See file dsdata.txt to determine how the superseded data were derived.
 FZ2930
 FZ2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6594618375(NAD 83)
 FZ2930_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2930_SP_SET: CONCRETE POST
 FZ2930_STAMPING: BARELY 1991
 FZ2930_MARK LOGO: NCGS  
 FZ2930_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2930+STABILITY: SURFACE MOTION
 FZ2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2930+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 FZ2930
 FZ2930  HISTORY     - Date     Condition        Report By
 FZ2930  HISTORY     - 1991     MONUMENTED       NCGS
 FZ2930  HISTORY     - 19940914 GOOD             NCGS
 FZ2930  HISTORY     - 20071014 GOOD             GEOCAC
 FZ2930
 FZ2930                          STATION DESCRIPTION
 FZ2930
 FZ2930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2930'STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF JEFFERSON, 2.5
 FZ2930'MI (4.0 KM) SOUTH OF GLENDALE SPRINGS, IN THE OBIDS COMMUNITY.
 FZ2930'PROCEED ALONG NC 163 FOR 0.7 MI (1.1 KM) WEST-SOUTHWEST FROM NC 16
 FZ2930'(SOUTH OF GLENDALE), THENCE SOUTH ALONG SR 1164 (OLD OBIDS RD) FOR
 FZ2930'ABOUT 300 FEET TO STATION, IN WEST SHOULDER.
 FZ2930'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 19.5 FT
 FZ2930'(5.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF ROAD, 307.5 FT (93.7 M)
 FZ2930'SOUTH OF THE CENTERLINE OF THE T-INTERSECTION WITH NC 163, 240.7 FT
 FZ2930'(73.4 M) NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION WITH A
 FZ2930'GRAVEL ROAD--AND 11.3 FT (3.4 M) NORTH OF AN END FENCE POST, 43.0 FT
 FZ2930'(13.1 M) SOUTH-SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FZ2930
 FZ2930                          STATION RECOVERY (1994)
 FZ2930
 FZ2930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FZ2930'RECOVERED AS DESCRIBED.  GRID AZIMUTH TO THE OBIDS BAPTIST CHURCH
 FZ2930'CROSS (CLOCKWISE FROM NORTH) IS 268 DEG 20 MIN 28.9 SEC.  (APPROX 0.4
 FZ2930'MILES (0.6 KM) WEST) .
 FZ2930
 FZ2930                          STATION RECOVERY (2007)
 FZ2930
 FZ2930'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ2930'THE STATION AND AZMIUTH MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1572 ***********************************************************************
 AJ1572  DESIGNATION -  BARELY AZ MK
 AJ1572  PID         -  AJ1572
 AJ1572  STATE/COUNTY-  NC/ASHE
 AJ1572  USGS QUAD   -  GLENDALE SPRINGS (1967)
 AJ1572
 AJ1572                         *CURRENT SURVEY CONTROL
 AJ1572  ___________________________________________________________________
 AJ1572* NAD 83(2001)-  36 18 35.20064(N)    081 23 04.76762(W)     ADJUSTED  
 AJ1572* NAVD 88     -       901.7    (meters)    2958.     (feet)  VERTCON   
 AJ1572  ___________________________________________________________________
 AJ1572  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 AJ1572  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AJ1572  HORZ ORDER  -  SECOND
 AJ1572
 AJ1572.The horizontal coordinates were established by classical geodetic methods
 AJ1572.and adjusted by the National Geodetic Survey in August 2005.
 AJ1572
 AJ1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AJ1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AJ1572
 AJ1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1572
 AJ1572.The geoid height was determined by GEOID03.
 AJ1572
 AJ1572;                    North         East     Units Scale Factor Converg.
 AJ1572;SPC NC       -   286,546.505   395,447.089   MT  1.00004309   -1 22 34.9
 AJ1572;SPC NC       -   940,111.33  1,297,395.99   sFT  1.00004309   -1 22 34.9
 AJ1572;UTM  17      - 4,018,376.888   465,467.732   MT  0.99961469   -0 13 40.0
 AJ1572
 AJ1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1572!SPC NC       -   0.99986351  x   1.00004309  =   0.99990659
 AJ1572!UTM  17      -   0.99986351  x   0.99961469  =   0.99947825
 AJ1572
 AJ1572                          SUPERSEDED SURVEY CONTROL
 AJ1572
 AJ1572  NAD 83(1986)-  36 18 35.21199(N)    081 23 04.77572(W) AD(       ) 2
 AJ1572  NGVD 29 (01/09/01)  901.8    (m)         2959.     (f) VERT ANG    3  
 AJ1572
 AJ1572.Superseded values are not recommended for survey control.
 AJ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1572.See file dsdata.txt to determine how the superseded data were derived.
 AJ1572
 AJ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6546818377(NAD 83)
 AJ1572_MARKER: DZ = AZIMUTH MARK DISK
 AJ1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1572_STAMPING: BARELY 1994
 AJ1572_MARK LOGO: NCGS  
 AJ1572_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1572+STABILITY: SURFACE MOTION
 AJ1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1572+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 AJ1572
 AJ1572  HISTORY     - Date     Condition        Report By
 AJ1572  HISTORY     - 1994     MONUMENTED       NCGS
 AJ1572  HISTORY     - 20071014 GOOD             GEOCAC
 AJ1572
 AJ1572                          STATION DESCRIPTION
 AJ1572
 AJ1572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AJ1572'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF JEFFERSON
 AJ1572'AND 2.5 MI (4.0 KM) SOUTH OF GLENDALE SPRINGS IN THE OBIDS COMMUNITY
 AJ1572'AT THE OBIDS BAPTIST CHURCH.
 AJ1572'PROCEED ALONG NC 163 FOR 0.95 MI (1.53 KM) WEST-SOUTHWEST FROM NC 16
 AJ1572'(SOUTH OF GLENDALE SPRINGS) , THENCE NORTH ALONG SR 1241 FOR 0.05 MI
 AJ1572'(0.08 KM) TO CHURCH AND STATION NEAR NORTHEAST CORNER OF PARKING LOT.
 AJ1572'MARK IS ABOUT 2-FEET LOWER THAN ROAD AND RECESSED 1-INCH BELOW GROUND.
 AJ1572'LOCATED 36.5 FT (11.1 M) SOUTH OF THE CENTERLINE OF SR 1241, 38.0 FT
 AJ1572'(11.6 M) SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF ROAD AND GRAVEL
 AJ1572'DRIVE, 3.3 FT (1.0 M) EAST OF EAST EDGE OF ASPHALT PARKING LOT, 83.3
 AJ1572'FT (25.4 M) NORTH-NORTHEAST OR NORTHEAST CORNER OF CHURCH AND 129.2 FT
 AJ1572'(39.4 M) NORTH OF THE SOUTHEAST CORNER, 32.8 FT (10.0 M)
 AJ1572'NORTH-NORTHWEST OF A 32-INCH WHITE PINE, AND 153.7 FT (46.8 M)
 AJ1572'EAST-NORTHEAST OF A LIGHT POLE WITH A REFERENCE TAG.
 AJ1572
 AJ1572                          STATION RECOVERY (2007)
 AJ1572
 AJ1572'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AJ1572'RECOVERED AS DESCRIBED EXCEPT NOW FLUSH WITH THE GROUND (NOT RECESSED
 AJ1572'1 INCH) AND MARK IS LEVEL WITH THE PARKING LOT AND APPEARS TO BE 2
 AJ1572'FEET ABOVE THE  ROAD (NOT 2 FEET BELOW).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1049 ***********************************************************************
 EY1049  DESIGNATION -  BARFIELD
 EY1049  PID         -  EY1049
 EY1049  STATE/COUNTY-  NC/GREENE
 EY1049  USGS QUAD   -  FARMVILLE (1981)
 EY1049
 EY1049                         *CURRENT SURVEY CONTROL
 EY1049  ___________________________________________________________________
 EY1049* NAD 83(2001)-  35 33 27.11440(N)    077 36 13.22520(W)     ADJUSTED  
 EY1049* NAVD 88     -        23.743  (meters)      77.90   (feet)  ADJUSTED  
 EY1049  ___________________________________________________________________
 EY1049  X           -   1,115,158.643 (meters)                     COMP
 EY1049  Y           -  -5,073,583.457 (meters)                     COMP
 EY1049  Z           -   3,688,355.896 (meters)                     COMP
 EY1049  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 EY1049  ELLIP HEIGHT-         -11.791 (meters)          (03/08/06) ADJUSTED
 EY1049  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 EY1049  DYNAMIC HT  -          23.722 (meters)      77.83  (feet)  COMP
 EY1049  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 EY1049
 EY1049  HORZ ORDER  -  FIRST
 EY1049  VERT ORDER  -  SECOND    CLASS I
 EY1049  ELLP ORDER  -  FIFTH     CLASS I
 EY1049
 EY1049.The horizontal coordinates were established by GPS observations
 EY1049.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 EY1049
 EY1049.The orthometric height was determined by differential leveling
 EY1049.and adjusted in June 1991.
 EY1049
 EY1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1049
 EY1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1049
 EY1049.The ellipsoidal height was determined by GPS observations
 EY1049.and is referenced to NAD 83.
 EY1049
 EY1049.The geoid height was determined by GEOID03.
 EY1049
 EY1049.The dynamic height is computed by dividing the NAVD 88
 EY1049.geopotential number by the normal gravity value computed on the
 EY1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1049.degrees latitude (g = 980.6199 gals.).
 EY1049
 EY1049.The modeled gravity was interpolated from observed gravity values.
 EY1049
 EY1049;                    North         East     Units Scale Factor Converg.
 EY1049;SPC NC       -   201,400.994   736,180.153   MT  0.99988679   +0 48 21.3
 EY1049;SPC NC       -   660,763.09  2,415,284.39   sFT  0.99988679   +0 48 21.3
 EY1049;UTM  18      - 3,937,993.488   264,006.748   MT  1.00028636   -1 30 53.2
 EY1049
 EY1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1049!SPC NC       -   1.00000185  x   0.99988679  =   0.99988864
 EY1049!UTM  18      -   1.00000185  x   1.00028636  =   1.00028821
 EY1049
 EY1049:                Primary Azimuth Mark                     Grid Az
 EY1049:SPC NC       -  BYNUM                                    182 36 47.2
 EY1049:UTM  18      -  BYNUM                                    184 56 01.7
 EY1049
 EY1049|---------------------------------------------------------------------|
 EY1049| PID    Reference Object                     Distance      Geod. Az  |
 EY1049|                                                           dddmmss.s |
 EY1049| EY1050 BYNUM                               APPROX. 1.1 KM 1832508.5 |
 EY1049|---------------------------------------------------------------------|
 EY1049
 EY1049                          SUPERSEDED SURVEY CONTROL
 EY1049
 EY1049  NAD 83(2001)-  35 33 27.11591(N)    077 36 13.22633(W) AD(       ) 2
 EY1049  NAD 83(1986)-  35 33 27.12473(N)    077 36 13.23594(W) AD(       ) 2
 EY1049  NAD 27      -  35 33 26.54258(N)    077 36 14.33135(W) AD(       ) 2
 EY1049  NAVD 88 (03/08/06)   23.74   (m)           77.9    (f) LEVELING    3  
 EY1049  NGVD 29 (??/??/92)   24.080  (m)           79.00   (f) ADJ UNCH    2 1
 EY1049
 EY1049.Superseded values are not recommended for survey control.
 EY1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1049.See file dsdata.txt to determine how the superseded data were derived.
 EY1049
 EY1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6400737993(NAD 83)
 EY1049_MARKER: DE = TRAVERSE STATION DISK
 EY1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1049_STAMPING: BARFIELD 1976
 EY1049_MARK LOGO: NCGS  
 EY1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1049+STABILITY: SURFACE MOTION
 EY1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1049+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 EY1049
 EY1049  HISTORY     - Date     Condition        Report By
 EY1049  HISTORY     - 1976     MONUMENTED       NCGS
 EY1049  HISTORY     - 1976     GOOD             NCGS
 EY1049  HISTORY     - 19960917 GOOD             NCGS
 EY1049  HISTORY     - 19980329 GOOD             USPSQD
 EY1049  HISTORY     - 20051227 GOOD             USPSQD
 EY1049
 EY1049                          STATION DESCRIPTION
 EY1049
 EY1049'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1049'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH-SOUTHWEST OF
 EY1049'FARMVILLE (PITT COUNTY) AND 8.1 MILES NORTH-NORTHEAST OF SNOW HILL.
 EY1049'
 EY1049'TO REACH THE STATION FROM THE JUNCTION OF US 13 AND US 258 IN
 EY1049'NORTHEAST GREENE COUNTY, PROCEED NORTHERLY ALONG US 258 FOR 1.6 MILES
 EY1049'TO STATION ON LEFT AT A HIGHWAY RIGHT-OF-WAY NOTICE SIGN AND
 EY1049'APPROXIMATELY 225 FEET SOUTH OF T INTERSECTION WITH SR 1347 (EAST).
 EY1049'
 EY1049'STATION MARK IS A STANDARD DISK STAMPED---BARFIELD 1976---, SET IN THE
 EY1049'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURCFACE.
 EY1049'MARK IS 40.6 FEET WEST OF THE CENTERLINE OF US 258, 110.8 FEET NORTH
 EY1049'OF POWER POLE WITH REFERENCE TAG AND GUY WIRE, 25.1 FEET EAST OF 8
 EY1049'INCH OAK WITH REFERENCE TAG, 21.7 FEET EAST OF SUPPORT POST TO A PEPSI
 EY1049'BILLBOARD SIGN WITH REFERENCE TAG, 9.0 FEET EAST OF HIGHWAY RIGHT-OF-
 EY1049'WAY NOTICE SIGN POST AND 228.4 FEET SOUTH OF POWER POLE WITH
 EY1049'REFERENCE TAG AND 5 GUY WIRES.
 EY1049
 EY1049                          STATION RECOVERY (1976)
 EY1049
 EY1049'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1049'3.0 MI SSW FROM FARMVILLE.
 EY1049'TO REACH STATION FROM THE JUNCTION OF US 13 AND US 258 IN NORTHEAST
 EY1049'GREENE COUNTY, PROCEED NORTH ALONG US 258 FOR 1.6 MILES TO STATION ON
 EY1049'LEFT AT A HIGHWAY RIGHT-OF-WAY SIGN AND APPROXIMATELY 225 FEET SOUTH
 EY1049'OF T INTERSECTION WITH SR 1347 (E).  40.6 FT. W OF CENTERLINE OF US
 EY1049'258, 110.8 FT. N OF POWER POLE WITH ALUMINUM REF. TAG AND GUY WIRE,
 EY1049'25.1 FT. E OF 8 INCH OAK WITH ALUMINUM REF. TAG, 21.7 FT. E OF A
 EY1049'SUPPORT POST TO A PEPSI BILLBOARD SIGN WITH ALUMINUM REF. TAG, 9.0 FT.
 EY1049'E OF HIGHWAY R/W SIGN POST AND 228.4 FT. S OF POWER POLE WITH ALUMINUM
 EY1049'REF. TAG AND 5 GUY WIRES.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EY1049'FLUSH WITH THE SURFACE OF THE GROUND.
 EY1049
 EY1049                          STATION RECOVERY (1996)
 EY1049
 EY1049'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY1049'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION. LOCATED 45.4
 EY1049'FT (13.8 M) NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 EY1049
 EY1049                          STATION RECOVERY (1998)
 EY1049
 EY1049'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1049'RECOVERED IN GOOD CONDITION.
 EY1049
 EY1049                          STATION RECOVERY (2005)
 EY1049
 EY1049'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1049'PEPSI BILLBOARD IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2409 ***********************************************************************
 EZ2409  DESIGNATION -  BARHAM
 EZ2409  PID         -  EZ2409
 EZ2409  STATE/COUNTY-  NC/WAKE
 EZ2409  USGS QUAD   -  ROLESVILLE (1993)
 EZ2409
 EZ2409                         *CURRENT SURVEY CONTROL
 EZ2409  ___________________________________________________________________
 EZ2409* NAD 83(2001)-  35 56 31.16810(N)    078 25 04.51030(W)     ADJUSTED  
 EZ2409* NAVD 88     -       114.638  (meters)     376.11   (feet)  ADJUSTED  
 EZ2409  ___________________________________________________________________
 EZ2409  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 EZ2409  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EZ2409  DYNAMIC HT  -         114.539 (meters)     375.78  (feet)  COMP
 EZ2409  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 EZ2409
 EZ2409  HORZ ORDER  -  SECOND
 EZ2409  VERT ORDER  -  SECOND    CLASS II
 EZ2409
 EZ2409.The horizontal coordinates were established by classical geodetic methods
 EZ2409.and adjusted by the National Geodetic Survey in August 2005.
 EZ2409
 EZ2409.The orthometric height was determined by differential leveling
 EZ2409.and adjusted in June 1991.
 EZ2409
 EZ2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2409
 EZ2409.The geoid height was determined by GEOID03.
 EZ2409
 EZ2409.The dynamic height is computed by dividing the NAVD 88
 EZ2409.geopotential number by the normal gravity value computed on the
 EZ2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2409.degrees latitude (g = 980.6199 gals.).
 EZ2409
 EZ2409.The modeled gravity was interpolated from observed gravity values.
 EZ2409
 EZ2409;                    North         East     Units Scale Factor Converg.
 EZ2409;SPC NC       -   243,318.425   662,118.963   MT  0.99994504   +0 20 09.5
 EZ2409;SPC NC       -   798,287.20  2,172,301.96   sFT  0.99994504   +0 20 09.5
 EZ2409;UTM  17      - 3,980,596.172   732,911.810   MT  1.00026849   +1 30 58.6
 EZ2409
 EZ2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2409!SPC NC       -   0.99998725  x   0.99994504  =   0.99993229
 EZ2409!UTM  17      -   0.99998725  x   1.00026849  =   1.00025574
 EZ2409
 EZ2409:                Primary Azimuth Mark                     Grid Az
 EZ2409:SPC NC       -  CROSSROADS                               327 23 38.3
 EZ2409:UTM  17      -  CROSSROADS                               326 12 49.2
 EZ2409
 EZ2409|---------------------------------------------------------------------|
 EZ2409| PID    Reference Object                     Distance      Geod. Az  |
 EZ2409|                                                           dddmmss.s |
 EZ2409| EZ2410 CROSSROADS                          APPROX. 0.8 KM 3274347.8 |
 EZ2409|---------------------------------------------------------------------|
 EZ2409
 EZ2409                          SUPERSEDED SURVEY CONTROL
 EZ2409
 EZ2409  NAD 83(1986)-  35 56 31.17381(N)    078 25 04.52142(W) AD(       ) 2
 EZ2409  NAD 27      -  35 56 30.62411(N)    078 25 05.52553(W) AD(       ) 2
 EZ2409  NGVD 29 (??/??/92)  114.917  (m)          377.02   (f) ADJ UNCH    2 2
 EZ2409
 EZ2409.Superseded values are not recommended for survey control.
 EZ2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2409.See file dsdata.txt to determine how the superseded data were derived.
 EZ2409
 EZ2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3291280596(NAD 83)
 EZ2409_MARKER: DE = TRAVERSE STATION DISK
 EZ2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2409_STAMPING: BARHAM 1976
 EZ2409_MARK LOGO: NCGS  
 EZ2409_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2409+STABILITY: SURFACE MOTION
 EZ2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2409+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 EZ2409
 EZ2409  HISTORY     - Date     Condition        Report By
 EZ2409  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2409  HISTORY     - 1976     GOOD             NCGS
 EZ2409  HISTORY     - 19950321 GOOD             GEOMET
 EZ2409  HISTORY     - 20041120 GOOD             USPSQD
 EZ2409  HISTORY     - 20070906 GOOD             GEOCAC
 EZ2409
 EZ2409                          STATION DESCRIPTION
 EZ2409
 EZ2409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2409'BARHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2409'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA.
 EZ2409'
 EZ2409'BARHAM IS LOCATED APPROXIMATELY 2.6 MILES ENE OF ROLESVILLE
 EZ2409'AND 10.0 MILES NORTHWEST OF ZEBULON.  TO REACH STATION FROM
 EZ2409'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF
 EZ2409'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 0.55 MILE TO SR
 EZ2409'2302 (SE) AND STATION ON RIGHT OF THE Y INTERSECTION, ON THE
 EZ2409'SOUTH SIDE OF THE EASTERNMOST DIRT DRIVEWAY LEADING BEHIND THE
 EZ2409'A. E. MC RORIE ONE AND A HALF STORY BRICK RESIDENCE.
 EZ2409'
 EZ2409'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2409'BARHAM 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2409'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2409'
 EZ2409'MARK IS 64.6 FT WSW OF C/L OF NC 96
 EZ2409'
 EZ2409'19.1 FT S OF C/L OF EASTERNMOST DRIVEWAY
 EZ2409'
 EZ2409'76.6 FT W OF C/L INTERSECTION OF HIGHWAY WITH SR 2302
 EZ2409'
 EZ2409'47.7 FT NW OF POWER POLE WITH ALUMINUM REF. TAG
 EZ2409'
 EZ2409'15.4 FT ENE OF 15 INCH OAK WITH ALUMINUM REF. TAG
 EZ2409'
 EZ2409'13.8 FT SE OF 18 INCH OAK WITH ALUMINUM REF. TAG
 EZ2409
 EZ2409                          STATION RECOVERY (1976)
 EZ2409
 EZ2409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2409'2.6 MI ENE FROM ROLESVILLE.
 EZ2409'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2409'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 0.55 MILE TO SR 2302
 EZ2409'(SE) AND STATION ON RIGHT OF THE Y INTERSECTION, ON THE SOUTH SIDE OF
 EZ2409'THE EASTERNMOST DIRT DRIVEWAY LEADING BEHIND THE A. E. MCRORIE ONE AND
 EZ2409'A HALF STORY BRICK RESIDENCE.  64.6 FT. WSW OF C/L OF NC 96, 19.1 FT.
 EZ2409'S OF C/L OF EASTERNMOST DRIVEWAY, 76.6 FT. W OF C/L OF INTERSECTION OF
 EZ2409'HIGHWAY WITH SR 2302, 47.7 FT. NW OF PP WITH ALUMINUM REF. TAG, 15.4
 EZ2409'FT. ENE OF 15 INCH OAK WITH ALUMINUM REF. TAG, AND 13.8 FT. SE OF 18
 EZ2409'INCH OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER,
 EZ2409'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2409
 EZ2409                          STATION RECOVERY (1995)
 EZ2409
 EZ2409'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DW)
 EZ2409'UNSUIT. FOR GPS/LARGE TREES OVER THE STATION.  REF.  TAGS GOOD
 EZ2409
 EZ2409                          STATION RECOVERY (2004)
 EZ2409
 EZ2409'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2409'RECOVERED AS DESCRIBED
 EZ2409
 EZ2409                          STATION RECOVERY (2007)
 EZ2409
 EZ2409'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2409'HOUSE NUMBER IS 6425. REF TAGS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3630 ***********************************************************************
 EY3630  DESIGNATION -  BARK
 EY3630  PID         -  EY3630
 EY3630  STATE/COUNTY-  NC/PAMLICO
 EY3630  USGS QUAD   -  VANDEMERE (1993)
 EY3630
 EY3630                         *CURRENT SURVEY CONTROL
 EY3630  ___________________________________________________________________
 EY3630* NAD 83(2001)-  35 09 32.58895(N)    076 41 16.04521(W)     ADJUSTED  
 EY3630* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3630  ___________________________________________________________________
 EY3630  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EY3630  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3630  HORZ ORDER  -  THIRD
 EY3630
 EY3630.The horizontal coordinates were established by classical geodetic methods
 EY3630.and adjusted by the National Geodetic Survey in August 2005.
 EY3630
 EY3630.The orthometric height was scaled from a topographic map.
 EY3630
 EY3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3630
 EY3630.The geoid height was determined by GEOID03.
 EY3630
 EY3630;                    North         East     Units Scale Factor Converg.
 EY3630;SPC NC       -   158,759.110   820,223.743   MT  0.99987389   +1 20 04.3
 EY3630;SPC NC       -   520,862.18  2,691,017.40   sFT  0.99987389   +1 20 04.3
 EY3630;UTM  18      - 3,891,985.636   346,277.400   MT  0.99989123   -0 58 19.6
 EY3630
 EY3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3630!SPC NC       -   1.00000576  x   0.99987389  =   0.99987965
 EY3630!UTM  18      -   1.00000576  x   0.99989123  =   0.99989699
 EY3630
 EY3630|---------------------------------------------------------------------|
 EY3630| PID    Reference Object                     Distance      Geod. Az  |
 EY3630|                                                           dddmmss.s |
 EY3630| EY4747 BARK WM 2                                          01243     |
 EY3630| EY4748 BARK WM 3                                          07729     |
 EY3630| EY3646 LAMBERTS POINT 2                    APPROX. 0.7 KM 0933300.9 |
 EY3630| EY4746 BARK WM 1                                          28832     |
 EY3630|---------------------------------------------------------------------|
 EY3630
 EY3630                          SUPERSEDED SURVEY CONTROL
 EY3630
 EY3630  NAD 83(1986)-  35 09 32.60198(N)    076 41 16.05770(W) AD(       ) 3
 EY3630  NAD 27      -  35 09 31.97900(N)    076 41 17.29200(W) AD(       ) 3
 EY3630
 EY3630.Superseded values are not recommended for survey control.
 EY3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3630.See file dsdata.txt to determine how the superseded data were derived.
 EY3630
 EY3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4627791986(NAD 83)
 EY3630_MARKER: I = METAL ROD
 EY3630_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3630_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3630
 EY3630  HISTORY     - Date     Condition        Report By
 EY3630  HISTORY     - 1913     MONUMENTED       CGS
 EY3630  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3630
 EY3630                          STATION DESCRIPTION
 EY3630
 EY3630'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3630'THIS STATION IS ON THE N SIDE OF BAY RIVER, ON A SMALL FLAT
 EY3630'POINT 1/2 MILE W OF LAMBERT POINT, 1/8 MILE W OF A FARM HOUSE,
 EY3630'ON GROUND COVERED WITH UNDERBRUSH AND A QUANTITY OF TREE BARK,
 EY3630'OUT IN FRONT OF A CULTIVATED FIELD, 64 FEET FROM THE SHORE LINE
 EY3630'BETWEEN A GROUP OF THREE LARGE OAK TREES TO THE E, AND A
 EY3630'GROUP OF CEDAR TREES TO THE W.  A FOOT TRAIL FROM THE BEACH
 EY3630'RUNS BY THE STATION.
 EY3630'
 EY3630'THE STATION IS MARKED BY A 1 1/2-INCH IRON PIPE, 5 FEET LONG,
 EY3630'AND PROJECTING 1 FOOT ABOVE GROUND.
 EY3630'
 EY3630'THE WITNESS MARKS ARE TRIANGULAR BLAZES ON THREE TREES.
 EY3630'
 EY3630'DISTANCES AND BEARINGS FROM THE STATION ARE AS FOLLOWS--TO
 EY3630'WITNESS MARK NO. 1, A CEDAR TREE 6.16 METERS (20.2 FEET)
 EY3630'N 71 DEG 28 MIN W.  TO WITNESS MARK NO. 2 ANOTHER CEDAR, 15.85 METERS
 EY3630'(52.0 FEET), N 12 DEG 43 MIN E.  TO WITNESS MARK NO. 3 AN OAK
 EY3630'TREE, 9.33 METERS (30.6 FEET), N 77 DEG 29 MIN E.
 EY3630
 EY3630                          STATION RECOVERY (1948)
 EY3630
 EY3630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3630'UNABLE TO FIND STATION.  LYNCH 1935 WHICH HAS ALMOST THE
 EY3630'SAME G.P. AS BARK HAS BEEN DESTROYED BY EROSION.
 EY3630'
 EY3630'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1586 ***********************************************************************
 EA1586  DESIGNATION -  BARKER
 EA1586  PID         -  EA1586
 EA1586  STATE/COUNTY-  NC/CARTERET
 EA1586  USGS QUAD   -  ATLANTIC (1949)
 EA1586
 EA1586                         *CURRENT SURVEY CONTROL
 EA1586  ___________________________________________________________________
 EA1586* NAD 83(2001)-  34 53 09.78246(N)    076 19 49.10322(W)     ADJUSTED  
 EA1586* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1586  ___________________________________________________________________
 EA1586  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EA1586  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 EA1586  HORZ ORDER  -  THIRD
 EA1586
 EA1586.The horizontal coordinates were established by classical geodetic methods
 EA1586.and adjusted by the National Geodetic Survey in August 2005.
 EA1586
 EA1586.The orthometric height was scaled from a topographic map.
 EA1586
 EA1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1586
 EA1586.The geoid height was determined by GEOID03.
 EA1586
 EA1586;                    North         East     Units Scale Factor Converg.
 EA1586;SPC NC       -   129,303.658   853,594.464   MT  0.99989284   +1 32 27.1
 EA1586;SPC NC       -   424,223.75  2,800,501.17   sFT  0.99989284   +1 32 27.1
 EA1586;UTM  18      - 3,861,213.886   378,435.481   MT  0.99978214   -0 45 39.4
 EA1586
 EA1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1586!SPC NC       -   1.00000583  x   0.99989284  =   0.99989867
 EA1586!UTM  18      -   1.00000583  x   0.99978214  =   0.99978797
 EA1586
 EA1586:                Primary Azimuth Mark                     Grid Az
 EA1586:SPC NC       -  HALL                                     031 57 49.3
 EA1586:UTM  18      -  HALL                                     034 15 55.8
 EA1586
 EA1586|---------------------------------------------------------------------|
 EA1586| PID    Reference Object                     Distance      Geod. Az  |
 EA1586|                                                           dddmmss.s |
 EA1586| EA1589 HALL                                APPROX. 2.7 KM 0333016.4 |
 EA1586| EA1588 HALL POINT BEACON                   APPROX. 2.9 KM 0542001.9 |
 EA1586| EA1599 CORE ATLANTIC CG STA FLAGPOLE       APPROX. 3.5 KM 1483138.3 |
 EA1586| EA1597 ATLANTIC BEACON                     APPROX. 1.4 KM 2010502.8 |
 EA1586| EA1603 STEEP POINT BEACON                  APPROX. 3.1 KM 2104758.6 |
 EA1586| EA1584 ATLANTIC METH CHURCH SPIRE          APPROX. 1.0 KM 2472938.3 |
 EA1586| EA3186 BARKER RM 1                          28.848 METERS 29956     |
 EA1586| EA3187 BARKER RM 2                          18.104 METERS 35844     |
 EA1586|---------------------------------------------------------------------|
 EA1586
 EA1586                          SUPERSEDED SURVEY CONTROL
 EA1586
 EA1586  NAD 83(1986)-  34 53 09.79687(N)    076 19 49.11464(W) AD(       ) 3
 EA1586  NAD 27      -  34 53 09.21000(N)    076 19 50.42100(W) AD(       ) 3
 EA1586
 EA1586.Superseded values are not recommended for survey control.
 EA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1586.See file dsdata.txt to determine how the superseded data were derived.
 EA1586
 EA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7843561214(NAD 83)
 EA1586_MARKER: DS = TRIANGULATION STATION DISK
 EA1586_SETTING: 0 = UNSPECIFIED SETTING
 EA1586
 EA1586  HISTORY     - Date     Condition        Report By
 EA1586  HISTORY     - 1932     MONUMENTED       CGS
 EA1586  HISTORY     - 1947     GOOD             CGS
 EA1586  HISTORY     - 1962     MARK NOT FOUND   CGS
 EA1586  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EA1586
 EA1586                          STATION DESCRIPTION
 EA1586
 EA1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1586'ON THE W SHORE OF CORE SOUND, ON WHITE POINT, ABOUT 1/2
 EA1586'MILE ENE OF VILLAGE OF ATLANTIC.  THE STATION IS ON THE HIGHEST
 EA1586'PART OF THE SAND CLIFF WHICH IS COVERED WITH SMALL LIVE OAK TREES,
 EA1586'68 YARDS SSE FROM A ONE-STORY HOUSE AND 25 METERS FROM WATER LINE.
 EA1586'
 EA1586'STATION MARK IS A BRONZE STATION DISK STAMPED BARKER
 EA1586'1932, SET IN AN 8-INCH TILE WHICH IS EMBEDDED IN THE GROUND.
 EA1586'
 EA1586'THE SUBSURFACE MARK IS A 20D NAIL, POINT UP, IN AN 8- BY 12-INCH
 EA1586'CONCRETE PIPE.
 EA1586'
 EA1586'REFERENCE MARK 1 IS INSHORE FROM THE STATION.  IT IS A BRONZE
 EA1586'REFERENCE DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF TILE
 EA1586'WHICH IS EMBEDDED IN THE GROUND.
 EA1586'
 EA1586'REFERENCE MARK 2 IS 33 METERS FROM THE WATER LINE, IN HEAVILY
 EA1586'WOODED AREA N OF THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN
 EA1586'CONCRETE AT THE CENTER OF THE TOP OF TILE WHICH IS EMBEDDED IN THE
 EA1586'GROUND.
 EA1586'
 EA1586'HEIGHT OF LIGHT ABOVE STATION MARK 7.10 METERS.
 EA1586
 EA1586                          STATION RECOVERY (1947)
 EA1586
 EA1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1586'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 EA1586'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 EA1586'
 EA1586'CHANGE AND 25 METERS FROM THE WATER LINE TO AND 18.0 METERS
 EA1586'FROM THE MEAN HIGH-WATER LINE.
 EA1586'
 EA1586'CHANGE ON THE HIGHEST PART OF SAND CLIFF
 EA1586'TO 15.0 FEET ON THE SOUND SIDE OF THE HIGHEST POINT OF THE
 EA1586'SAND CLIFF, AND APPROXIMATELY 6 FEET BELOW IT IN ELEVATION AND
 EA1586'FLUSH WITH GROUND.
 EA1586
 EA1586                          STATION RECOVERY (1962)
 EA1586
 EA1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA1586'THIS STATION APPEARS TO HAVE BEEN DESTROYED BY SHORE EROSION.  R.M.
 EA1586'NO. 1 RECOVERED AND ITS POSITION WOULD INDICATE THAT THE
 EA1586'STATION HAS BEEN LOST.
 EA1586
 EA1586                          STATION RECOVERY (2003)
 EA1586
 EA1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3376 ***********************************************************************
 FY3376  DESIGNATION -  BARKER
 FY3376  PID         -  FY3376
 FY3376  STATE/COUNTY-  NC/ALAMANCE
 FY3376  USGS QUAD   -  LAKE BURLINGTON (1969)
 FY3376
 FY3376                         *CURRENT SURVEY CONTROL
 FY3376  ___________________________________________________________________
 FY3376* NAD 83(2001)-  36 13 25.39030(N)    079 28 21.65749(W)     ADJUSTED  
 FY3376* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 FY3376  ___________________________________________________________________
 FY3376  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 FY3376  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FY3376  HORZ ORDER  -  SECOND
 FY3376
 FY3376.The horizontal coordinates were established by classical geodetic methods
 FY3376.and adjusted by the National Geodetic Survey in August 2005.
 FY3376
 FY3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3376
 FY3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3376
 FY3376.The geoid height was determined by GEOID03.
 FY3376
 FY3376;                    North         East     Units Scale Factor Converg.
 FY3376;SPC NC       -   274,525.701   567,102.572   MT  1.00001642   -0 16 22.1
 FY3376;SPC NC       -   900,673.07  1,860,569.02   sFT  1.00001642   -0 16 22.1
 FY3376;UTM  17      - 4,009,843.994   637,268.587   MT  0.99983217   +0 54 09.7
 FY3376
 FY3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3376!SPC NC       -   0.99997327  x   1.00001642  =   0.99998969
 FY3376!UTM  17      -   0.99997327  x   0.99983217  =   0.99980545
 FY3376
 FY3376:                Primary Azimuth Mark                     Grid Az
 FY3376:SPC NC       -  EDGE                                     125 50 23.3
 FY3376:UTM  17      -  EDGE                                     124 39 51.5
 FY3376
 FY3376|---------------------------------------------------------------------|
 FY3376| PID    Reference Object                     Distance      Geod. Az  |
 FY3376|                                                           dddmmss.s |
 FY3376| FY3379 EDGE                                APPROX. 0.5 KM 1253401.2 |
 FY3376| FY3387 MOORE                               APPROX. 1.0 KM 2865405.0 |
 FY3376|---------------------------------------------------------------------|
 FY3376
 FY3376                          SUPERSEDED SURVEY CONTROL
 FY3376
 FY3376  NAD 83(1993)-  36 13 25.39426(N)    079 28 21.66426(W) AD(       ) 2
 FY3376  NAD 83(1986)-  36 13 25.39524(N)    079 28 21.66637(W) AD(       ) 2
 FY3376  NAD 27      -  36 13 24.91140(N)    079 28 22.57959(W) AD(       ) 2
 FY3376  NGVD 29 (07/19/86)  201.2    (m)          660.     (f) VERT ANG    3  
 FY3376
 FY3376.Superseded values are not recommended for survey control.
 FY3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3376.See file dsdata.txt to determine how the superseded data were derived.
 FY3376
 FY3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3726909844(NAD 83)
 FY3376_MARKER: DE = TRAVERSE STATION DISK
 FY3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3376_STAMPING: BARKER 1969
 FY3376_MARK LOGO: NCGS  
 FY3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3376+STABILITY: SURFACE MOTION
 FY3376
 FY3376  HISTORY     - Date     Condition        Report By
 FY3376  HISTORY     - 1969     MONUMENTED       NCGS
 FY3376
 FY3376                          STATION DESCRIPTION
 FY3376
 FY3376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3376'BARKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3376'IN THE VICINITY OF NORTH BURLINGTON, NORTH CAROLINA.
 FY3376'
 FY3376'BARKER IS LOCATED APPROXIMATELY 9.0 MILES NNW OF
 FY3376'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY3376'NC 87 AND SR 1581, GO EAST ON SR 1581 FOR 2.4 MILES TO STATION
 FY3376'ON LEFT, APPROXIMATELY 100 FEET EAST OF SR 1584.
 FY3376'
 FY3376'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3376'BARKER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3376'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3376'
 FY3376'MARK IS
 FY3376'
 FY3376'29.4 FT N OF C/L OF SR 1581
 FY3376'
 FY3376'100.0 FT E OF C/L OF SR 1584
 FY3376'
 FY3376'61.0 FT N OF PP WITH ALUMINUM REF. TAG
 FY3376'
 FY3376'28.0 FT ESE OF PP WITH ALUMINUM REF. TAG
 FY3376'
 FY3376'49.8 FT E OF SIGN POST WITH ALUMINUM REF. TAG
 FY3376'
 FY3376'10.0 FT S OF BOTTOM OF GUY WIRE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3696 ***********************************************************************
 FY3696  DESIGNATION -  BARKER
 FY3696  PID         -  FY3696
 FY3696  STATE/COUNTY-  NC/GUILFORD
 FY3696  USGS QUAD   -  SUMMERFIELD (1994)
 FY3696
 FY3696                         *CURRENT SURVEY CONTROL
 FY3696  ___________________________________________________________________
 FY3696* NAD 83(2001)-  36 14 36.73308(N)    079 59 12.53040(W)     ADJUSTED  
 FY3696* NAVD 88     -       290.8    (meters)     954.     (feet)  VERTCON   
 FY3696  ___________________________________________________________________
 FY3696  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 FY3696  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 FY3696  HORZ ORDER  -  SECOND
 FY3696
 FY3696.The horizontal coordinates were established by classical geodetic methods
 FY3696.and adjusted by the National Geodetic Survey in August 2005.
 FY3696
 FY3696.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3696
 FY3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3696
 FY3696.The geoid height was determined by GEOID03.
 FY3696
 FY3696;                    North         East     Units Scale Factor Converg.
 FY3696;SPC NC       -   277,064.451   520,900.277   MT  1.00002236   -0 34 10.4
 FY3696;SPC NC       -   909,002.29  1,708,986.99   sFT  1.00002236   -0 34 10.4
 FY3696;UTM  17      - 4,011,436.721   591,035.898   MT  0.99970211   +0 35 56.6
 FY3696
 FY3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3696!SPC NC       -   0.99995945  x   1.00002236  =   0.99998181
 FY3696!UTM  17      -   0.99995945  x   0.99970211  =   0.99966158
 FY3696
 FY3696:                Primary Azimuth Mark                     Grid Az
 FY3696:SPC NC       -  FRED                                     136 46 59.7
 FY3696:UTM  17      -  FRED                                     135 36 52.7
 FY3696
 FY3696|---------------------------------------------------------------------|
 FY3696| PID    Reference Object                     Distance      Geod. Az  |
 FY3696|                                                           dddmmss.s |
 FY3696| FY3706 FRED                                APPROX. 1.3 KM 1361249.3 |
 FY3696| FY3711 SIAMESE                             317.380 METERS 29610     |
 FY3696|---------------------------------------------------------------------|
 FY3696
 FY3696                          SUPERSEDED SURVEY CONTROL
 FY3696
 FY3696  NAD 83(1993)-  36 14 36.73968(N)    079 59 12.53599(W) AD(       ) 2
 FY3696  NAD 83(1986)-  36 14 36.74192(N)    079 59 12.53725(W) AD(       ) 2
 FY3696  NAD 27      -  36 14 36.25249(N)    079 59 13.39784(W) AD(       ) 2
 FY3696  NGVD 29 (07/19/86)  291.0    (m)          955.     (f) VERT ANG    3  
 FY3696
 FY3696.Superseded values are not recommended for survey control.
 FY3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3696.See file dsdata.txt to determine how the superseded data were derived.
 FY3696
 FY3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9103611437(NAD 83)
 FY3696_MARKER: DE = TRAVERSE STATION DISK
 FY3696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3696_STAMPING: BARKER 1968
 FY3696_MARK LOGO: NCGS  
 FY3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3696+STABILITY: SURFACE MOTION
 FY3696
 FY3696  HISTORY     - Date     Condition        Report By
 FY3696  HISTORY     - 1968     MONUMENTED       NCGS
 FY3696  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY3696
 FY3696                          STATION DESCRIPTION
 FY3696
 FY3696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3696'BARKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3696'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FY3696'
 FY3696'BARKER IS LOCATED APPROXIMATELY 0.1 MILE WEST OF THE CENTER OF
 FY3696'STOKESDALE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY3696'OF NC 68 AND U.S. 158 AT SE SIDE OF STOKESDALE, GO NORTHWEST ON
 FY3696'U.S. 158 FOR 0.65 MILE TO STATION.  WHICH IS ON THE SOUTHWEST
 FY3696'SIDE OF U.S. 158 BETWEEN SOUTHERN RR AND HIGHWAY IN LINE
 FY3696'BETWEEN RR SIGNAL POWER BOX POST AND HIGHWAY.
 FY3696'
 FY3696'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3696'BARKER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3696'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY3696'
 FY3696'MARK IS
 FY3696'
 FY3696'30.3 FT SW OF C/L OF U.S. 158
 FY3696'
 FY3696'23.6 FT SSE OF PP BETWEEN U.S. 157 AND RR, AND WITH ALUMINUM
 FY3696'REF. TAG
 FY3696'
 FY3696'7.7 FT NE OF METAL POST FOR RR SIGNAL BOX BETWEEN HIGHWAY AND
 FY3696'RAILROAD
 FY3696'
 FY3696'16.1 FT NE OF N RAIL OF SOUTHERN RR
 FY3696'
 FY3696'24.7 FT E OF CENTER OF CROSS TIE, AND WITH ALUMINUM REF. TAG
 FY3696'
 FY3696'23.6 FT N OF CENTER OF CROSS TIE
 FY3696
 FY3696                          STATION RECOVERY (1987)
 FY3696
 FY3696'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY3696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5227 ***********************************************************************
 AE5227  DESIGNATION -  BARKER
 AE5227  PID         -  AE5227
 AE5227  STATE/COUNTY-  NC/FRANKLIN
 AE5227  USGS QUAD   -  FRANKLINTON (1978)
 AE5227
 AE5227                         *CURRENT SURVEY CONTROL
 AE5227  ___________________________________________________________________
 AE5227* NAD 83(2001)-  36 06 38.37952(N)    078 28 39.42153(W)     ADJUSTED  
 AE5227* NAVD 88     -       116.133  (meters)     381.01   (feet)  ADJUSTED  
 AE5227  ___________________________________________________________________
 AE5227  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 AE5227  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AE5227  DYNAMIC HT  -         116.037 (meters)     380.70  (feet)  COMP
 AE5227  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 AE5227
 AE5227  HORZ ORDER  -  SECOND
 AE5227  VERT ORDER  -  SECOND    CLASS II
 AE5227
 AE5227.The horizontal coordinates were established by classical geodetic methods
 AE5227.and adjusted by the National Geodetic Survey in August 2005.
 AE5227
 AE5227.The orthometric height was determined by differential leveling
 AE5227.and adjusted in April 1998.
 AE5227
 AE5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5227
 AE5227.The geoid height was determined by GEOID03.
 AE5227
 AE5227.The dynamic height is computed by dividing the NAVD 88
 AE5227.geopotential number by the normal gravity value computed on the
 AE5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5227.degrees latitude (g = 980.6199 gals.).
 AE5227
 AE5227.The modeled gravity was interpolated from observed gravity values.
 AE5227
 AE5227;                    North         East     Units Scale Factor Converg.
 AE5227;SPC NC       -   262,003.052   656,634.369   MT  0.99998485   +0 18 05.4
 AE5227;SPC NC       -   859,588.35  2,154,307.93   sFT  0.99998485   +0 18 05.4
 AE5227;UTM  17      - 3,999,168.920   727,040.930   MT  1.00023519   +1 29 13.9
 AE5227
 AE5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5227!SPC NC       -   0.99998691  x   0.99998485  =   0.99997176
 AE5227!UTM  17      -   0.99998691  x   1.00023519  =   1.00022210
 AE5227
 AE5227                          SUPERSEDED SURVEY CONTROL
 AE5227
 AE5227  NAD 83(1986)-  36 06 38.38492(N)    078 28 39.43248(W) AD(       ) 2
 AE5227  NGVD 29 (05/25/99)  116.43   (m)          382.0    (f) LEVELING    3  
 AE5227
 AE5227.Superseded values are not recommended for survey control.
 AE5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5227.See file dsdata.txt to determine how the superseded data were derived.
 AE5227
 AE5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2704199169(NAD 83)
 AE5227_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5227_STAMPING: BARKER 1984
 AE5227_MARK LOGO: NCGS  
 AE5227_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5227+STABILITY: SURFACE MOTION
 AE5227
 AE5227  HISTORY     - Date     Condition        Report By
 AE5227  HISTORY     - 1984     MONUMENTED       NCGS
 AE5227
 AE5227                          STATION DESCRIPTION
 AE5227
 AE5227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AE5227'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTHWEST OF FRANKLINTON.
 AE5227'ALONG NC 56 FOR 1.45 KM (0.90 MI) WEST OF THE INTERSECTION WITH US 1
 AE5227'(AT FRANKLINTON), OR 0.9 KM (0.55 MI) EAST OF INTERSECTION WITH SR
 AE5227'1203, ON PROLONGATION OF WEST SIDE OF TWO STORY FRAME HOUSE. MARK IS
 AE5227'LEVEL WITH HIGHWAY AND RECESSED 3 INCHES BELOW GROUND SURFACE. LOCATED
 AE5227'8.8 M (28.9 FT) NORTHEAST OF CENTERLINE OF HIGHWAY, 20.2 M (66.3 FT)
 AE5227'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF BLOCK BUILDING, 17.2 M (56.4
 AE5227'FT) NORTHWEST OF CENTERLINE OF DRIVE, 23.8 M (78.1 FT) WEST-SOUTHWEST
 AE5227'OF SOUTHEAST CORNER OF FRAME HOUSE, AND 35.2 M (115.5 FT) NORTHWEST OF
 AE5227'WEST END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2423 ***********************************************************************
 AH2423  DESIGNATION -  BARKER
 AH2423  PID         -  AH2423
 AH2423  STATE/COUNTY-  NC/HENDERSON
 AH2423  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2423
 AH2423                         *CURRENT SURVEY CONTROL
 AH2423  ___________________________________________________________________
 AH2423* NAD 83(2001)-  35 18 19.87204(N)    082 26 44.13267(W)     ADJUSTED  
 AH2423* NAVD 88     -       661.8    (meters)    2171.     (feet)  VERTCON   
 AH2423  ___________________________________________________________________
 AH2423  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 AH2423  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AH2423  HORZ ORDER  -  SECOND
 AH2423
 AH2423.The horizontal coordinates were established by classical geodetic methods
 AH2423.and adjusted by the National Geodetic Survey in August 2005.
 AH2423
 AH2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2423
 AH2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2423
 AH2423.The geoid height was determined by GEOID03.
 AH2423
 AH2423;                    North         East     Units Scale Factor Converg.
 AH2423;SPC NC       -   177,990.981   296,335.698   MT  0.99987303   -1 59 19.3
 AH2423;SPC NC       -   583,958.74    972,228.04   sFT  0.99987303   -1 59 19.3
 AH2423;UTM  17      - 3,907,883.237   368,574.819   MT  0.99981286   -0 50 08.1
 AH2423
 AH2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2423!SPC NC       -   0.99990095  x   0.99987303  =   0.99977400
 AH2423!UTM  17      -   0.99990095  x   0.99981286  =   0.99971383
 AH2423
 AH2423                          SUPERSEDED SURVEY CONTROL
 AH2423
 AH2423  NAD 83(1986)-  35 18 19.87677(N)    082 26 44.13205(W) AD(       ) 2
 AH2423  NGVD 29 (07/29/98)  661.8    (m)         2171.     (f) VERT ANG    3  
 AH2423
 AH2423.Superseded values are not recommended for survey control.
 AH2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2423.See file dsdata.txt to determine how the superseded data were derived.
 AH2423
 AH2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6857507883(NAD 83)
 AH2423_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2423_STAMPING: BARKER 1988
 AH2423_MARK LOGO: NCGS  
 AH2423_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2423+STABILITY: SURFACE MOTION
 AH2423
 AH2423  HISTORY     - Date     Condition        Report By
 AH2423  HISTORY     - 1988     MONUMENTED       NCGS
 AH2423
 AH2423                          STATION DESCRIPTION
 AH2423
 AH2423'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2423'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTHEAST OF HENDERSONVILLE.
 AH2423'ALONG US 176 FOR 0.75 MI (1.21 KM) EAST FROM US 25 (IN SOUTH
 AH2423'HENDERSONVILLE), IN THE NORTH SHOULDER IN FRONT OF--HAROLDS
 AH2423'FURNITURE--BUILDING. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH
 AH2423'WITH THE GROUND. LOCATED 42.0 FT (12.8 M) NORTH-NORTHEAST OF THE
 AH2423'CENTERLINE OF THE HIGHWAY, 8.0 FT (2.4 M) NORTH-NORTHEAST OF A
 AH2423'CONCRETE CURB, 6.9 FT (2.1 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 118.5
 AH2423'FT (36.1 M) WEST-NORTHWEST OF THE CENTERLINE OF AN ASPHALT ENTRANCE
 AH2423'DRIVE, 122.0 FT (37.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1758,
 AH2423'AND 18.0 FT (5.5 M) SOUTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH5885 ***********************************************************************
 DH5885  DESIGNATION -  BARKER
 DH5885  PID         -  DH5885
 DH5885  STATE/COUNTY-  NC/CASWELL
 DH5885  USGS QUAD   -  MILTON (1983)
 DH5885
 DH5885                         *CURRENT SURVEY CONTROL
 DH5885  ___________________________________________________________________
 DH5885* NAD 83(2007)-  36 32 15.29553(N)    079 10 09.09690(W)     ADJUSTED  
 DH5885* NAVD 88     -       134.7    (meters)     442.     (feet)  GPS OBS   
 DH5885  ___________________________________________________________________
 DH5885  EPOCH DATE  -        2002.00
 DH5885  X           -     964,124.459 (meters)                     COMP
 DH5885  Y           -  -5,039,395.074 (meters)                     COMP
 DH5885  Z           -   3,776,347.674 (meters)                     COMP
 DH5885  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 DH5885  ELLIP HEIGHT-         103.314 (meters)          (02/10/07) ADJUSTED
 DH5885  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DH5885
 DH5885  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5885  Type    PID    Designation                      North   East  Ellip
 DH5885  -------------------------------------------------------------------
 DH5885  NETWORK DH5885 BARKER                            0.53   0.45   1.27
 DH5885  -------------------------------------------------------------------
 DH5885
 DH5885.The horizontal coordinates were established by GPS observations
 DH5885.and adjusted by the National Geodetic Survey in February 2007.
 DH5885
 DH5885.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5885.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5885.The horizontal coordinates are valid at the epoch date displayed above.
 DH5885.The epoch date for horizontal control is a decimal equivalence
 DH5885.of Year/Month/Day.
 DH5885
 DH5885.The orthometric height was determined by GPS observations and a
 DH5885.high-resolution geoid model.
 DH5885
 DH5885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5885
 DH5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5885
 DH5885.The ellipsoidal height was determined by GPS observations
 DH5885.and is referenced to NAD 83.
 DH5885
 DH5885.The geoid height was determined by GEOID03.
 DH5885
 DH5885;                    North         East     Units Scale Factor Converg.
 DH5885;SPC NC       -   309,267.899   594,448.428   MT  1.00012467   -0 05 51.6
 DH5885;SPC NC       - 1,014,656.43  1,950,286.22   sFT  1.00012467   -0 05 51.6
 DH5885;UTM  17      - 4,045,136.016   663,887.277   MT  0.99993092   +1 05 24.8
 DH5885
 DH5885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5885!SPC NC       -   0.99998379  x   1.00012467  =   1.00010845
 DH5885!UTM  17      -   0.99998379  x   0.99993092  =   0.99991471
 DH5885
 DH5885                          SUPERSEDED SURVEY CONTROL
 DH5885
 DH5885  NAD 83(1986)-  36 32 15.30026(N)    079 10 09.10323(W) AD(       ) 1
 DH5885  NAD 83(2001)-  36 32 15.29612(N)    079 10 09.09679(W) AD(       ) 1
 DH5885  ELLIP H (05/31/05)  103.306  (m)                       GP(       ) 5 1
 DH5885
 DH5885.Superseded values are not recommended for survey control.
 DH5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5885.See file dsdata.txt to determine how the superseded data were derived.
 DH5885
 DH5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6388745136(NAD 83)
 DH5885_MARKER: DH = HORIZONTAL CONTROL DISK
 DH5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5885_STAMPING: BARKER 1996
 DH5885_MARK LOGO: NCGS  
 DH5885_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5885+STABILITY: SURFACE MOTION
 DH5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5885+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH5885
 DH5885  HISTORY     - Date     Condition        Report By
 DH5885  HISTORY     - 1996     MONUMENTED       NCGS
 DH5885
 DH5885                          STATION DESCRIPTION
 DH5885
 DH5885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 DH5885'STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTHEAST OF YANCEYVILLE
 DH5885'AND 2.2 MI (3.5 KM) EAST OF MILTON. PROCEED ALONG NC HIGHWAY 57 FOR
 DH5885'2.05 MI (3.30 KM) SOUTHEAST FROM NC HIGHWAY 62, THENCE NORTH FOR 0.6
 DH5885'MI (1.0 KM) ALONG SR 1542 (DOTMOND ROAD), THENCE EAST FOR 0.45 MI
 DH5885'(0.72 KM) ALONG SR 1543 (SNATCHBURG ROAD), THENCE NORTH FOR 0.4 MI
 DH5885'(0.6 KM) ALONG SR 1544 (NORMAN BARKER ROAD) TO THE STATION ON THE EAST
 DH5885'SIDE OF ROAD. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THE SR 1544 AND
 DH5885'RECESSED 3 INCHES BELOW THE GROUND. LOCATED 13.5 FT (4.1 M) SOUTHEAST
 DH5885'OF THE CENTERLINE OF SR 1544, 76.0 FT (23.2 M) SOUTHEAST OF THE SOUTH
 DH5885'CORNER OF A TOBACCO BARN, 84.6 FT (25.8 M) SOUTH-SOUTHWEST OF THE
 DH5885'SOUTH END OF 15-INCH RCP AND 25.5 FT (7.8 M) WEST-SOUTHWEST OF A WOOD
 DH5885'FENCE POST, 59.6 FT (18.2 M) NORTHEAST OF A WOOD FENCE POST--BOTH WITH
 DH5885'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2291 ***********************************************************************
 FB2291  DESIGNATION -  BARKER NCGS
 FB2291  PID         -  FB2291
 FB2291  STATE/COUNTY-  NC/JACKSON
 FB2291  USGS QUAD   -  WHITTIER (1978)
 FB2291
 FB2291                         *CURRENT SURVEY CONTROL
 FB2291  ___________________________________________________________________
 FB2291* NAD 83(2001)-  35 22 55.96615(N)    083 17 20.30061(W)     ADJUSTED  
 FB2291* NAVD 88     -       581.197  (meters)    1906.81   (feet)  ADJUSTED  
 FB2291  ___________________________________________________________________
 FB2291  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FB2291  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB2291  DYNAMIC HT  -         580.584 (meters)    1904.80  (feet)  COMP
 FB2291  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 FB2291
 FB2291  HORZ ORDER  -  SECOND
 FB2291  VERT ORDER  -  FIRST     CLASS II
 FB2291
 FB2291.The horizontal coordinates were established by classical geodetic methods
 FB2291.and adjusted by the National Geodetic Survey in August 2005.
 FB2291
 FB2291.The orthometric height was determined by differential leveling
 FB2291.and adjusted in June 1991.
 FB2291
 FB2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2291
 FB2291.The geoid height was determined by GEOID03.
 FB2291
 FB2291.The dynamic height is computed by dividing the NAVD 88
 FB2291.geopotential number by the normal gravity value computed on the
 FB2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2291.degrees latitude (g = 980.6199 gals.).
 FB2291
 FB2291.The modeled gravity was interpolated from observed gravity values.
 FB2291
 FB2291;                    North         East     Units Scale Factor Converg.
 FB2291;SPC NC       -   189,477.797   220,067.971   MT  0.99987517   -2 28 31.7
 FB2291;SPC NC       -   621,645.07    722,006.33   sFT  0.99987517   -2 28 31.7
 FB2291;UTM  17      - 3,917,835.873   292,085.007   MT  1.00013276   -1 19 33.1
 FB2291
 FB2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2291!SPC NC       -   0.99991326  x   0.99987517  =   0.99978844
 FB2291!UTM  17      -   0.99991326  x   1.00013276  =   1.00004601
 FB2291
 FB2291                          SUPERSEDED SURVEY CONTROL
 FB2291
 FB2291  NAD 83(1995)-  35 22 55.96622(N)    083 17 20.30035(W) AD(       ) 2
 FB2291  NAD 83(1986)-  35 22 55.97112(N)    083 17 20.30497(W) AD(       ) 2
 FB2291  NGVD 29 (12/12/91)  581.226  (m)         1906.91   (f) ADJUSTED    1 2
 FB2291
 FB2291.Superseded values are not recommended for survey control.
 FB2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2291.See file dsdata.txt to determine how the superseded data were derived.
 FB2291
 FB2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9208517836(NAD 83)
 FB2291_MARKER: DE = TRAVERSE STATION DISK
 FB2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2291_SP_SET: CONCRETE POST
 FB2291_STAMPING: BARKER 1980
 FB2291_MARK LOGO: NCGS  
 FB2291_PROJECTION: FLUSH
 FB2291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2291+STABILITY: SURFACE MOTION
 FB2291
 FB2291  HISTORY     - Date     Condition        Report By
 FB2291  HISTORY     - 1980     MONUMENTED       NCGS
 FB2291  HISTORY     - 1983     GOOD             NGS
 FB2291
 FB2291                          STATION DESCRIPTION
 FB2291
 FB2291'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2291'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-NORTHWEST OF
 FB2291'DILLSBORO AND 5.4 MILES SOUTHEAST OF WHITTIER.
 FB2291'
 FB2291'TO REACH THE STATION FROM THE US 19A-23 UNDERPASS OF US 23-441 NEAR
 FB2291'DILLSBORO, PROCEED WEST ALONG US 19A-441 FOR 2.55 MILES TO STATION ON
 FB2291'LEFT BY GUARD RAIL AND, 0.25 MILE SOUTHEAST OF SR 1392 (BARKERS CREEK
 FB2291'ROAD).
 FB2291'
 FB2291'STATION MARK IS A STANDARD DISK STAMPED---BARKER 1980---SET IN TOP OF
 FB2291'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS
 FB2291'26.5 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, 4.3 FEET
 FB2291'SOUTHWEST OF GUARD RAIL, 114.9 FEET SOUTH OF CENTER OF IRON DRAINAGE
 FB2291'GRATE IN MEDIAN, 157.5 FEET WEST OF WEST END OF CONCRETE MEDIAN.
 FB2291
 FB2291                          STATION RECOVERY (1983)
 FB2291
 FB2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2291'6.1 KM (3.8 MI) WEST FROM DILLSBORO.
 FB2291'2.2 KM (1.4 MI) WEST ALONG STATE HIGHWAY 1514 FROM THE INTERSECTION OF
 FB2291'U.S. HIGHWAYS 23, 441 AND BUSINESS 23 IN DILLSBORO, THENCE 3.9 KM
 FB2291'(2.4 MI) WEST ALONG U.S. HIGHWAYS 19A AND 441 TO THE MARK ON THE LEFT,
 FB2291'8.0 METERS (26.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FB2291'1.3 METERS (4.3 FT) SOUTHWEST OF A GUARDRAIL.
 FB2291'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 FB2291'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3133 ***********************************************************************
 EY3133  DESIGNATION -  BARKLEY
 EY3133  PID         -  EY3133
 EY3133  STATE/COUNTY-  NC/WILSON
 EY3133  USGS QUAD   -  ELM CITY (1977)
 EY3133
 EY3133                         *CURRENT SURVEY CONTROL
 EY3133  ___________________________________________________________________
 EY3133* NAD 83(2001)-  35 48 08.30948(N)    077 51 50.49348(W)     ADJUSTED  
 EY3133* NAVD 88     -        40.     (meters)     131.     (feet)  VERTCON   
 EY3133  ___________________________________________________________________
 EY3133  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EY3133  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EY3133  HORZ ORDER  -  SECOND
 EY3133
 EY3133.The horizontal coordinates were established by classical geodetic methods
 EY3133.and adjusted by the National Geodetic Survey in August 2005.
 EY3133
 EY3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3133
 EY3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3133
 EY3133.The geoid height was determined by GEOID03.
 EY3133
 EY3133;                    North         East     Units Scale Factor Converg.
 EY3133;SPC NC       -   228,254.202   712,269.255   MT  0.99991865   +0 39 20.3
 EY3133;SPC NC       -   748,863.99  2,336,836.71   sFT  0.99991865   +0 39 20.3
 EY3133;UTM  18      - 3,965,807.696   241,195.150   MT  1.00042544   -1 40 34.9
 EY3133
 EY3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3133!SPC NC       -   0.99999925  x   0.99991865  =   0.99991790
 EY3133!UTM  18      -   0.99999925  x   1.00042544  =   1.00042469
 EY3133
 EY3133:                Primary Azimuth Mark                     Grid Az
 EY3133:SPC NC       -  CHARLIE                                  022 39 40.6
 EY3133:UTM  18      -  CHARLIE                                  024 59 35.8
 EY3133
 EY3133|---------------------------------------------------------------------|
 EY3133| PID    Reference Object                     Distance      Geod. Az  |
 EY3133|                                                           dddmmss.s |
 EY3133| EY1360 CHARLIE                             APPROX. 2.2 KM 0231900.9 |
 EY3133| EY4157 ELM CITY RESET                      343.683 METERS 16733     |
 EY3133|---------------------------------------------------------------------|
 EY3133
 EY3133                          SUPERSEDED SURVEY CONTROL
 EY3133
 EY3133  NAD 83(1986)-  35 48 08.31753(N)    077 51 50.50165(W) AD(       ) 2
 EY3133  NAD 27      -  35 48 07.74967(N)    077 51 51.56342(W) AD(       ) 2
 EY3133  NGVD 29 (07/19/86)   40.     (m)          131.     (f) VERT ANG    3  
 EY3133
 EY3133.Superseded values are not recommended for survey control.
 EY3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3133.See file dsdata.txt to determine how the superseded data were derived.
 EY3133
 EY3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4119565808(NAD 83)
 EY3133_MARKER: DE = TRAVERSE STATION DISK
 EY3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3133_STAMPING: BARKLEY 1963
 EY3133_MARK LOGO: NCGS  
 EY3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3133+STABILITY: SURFACE MOTION
 EY3133
 EY3133  HISTORY     - Date     Condition        Report By
 EY3133  HISTORY     - 1963     MONUMENTED       NCGS
 EY3133  HISTORY     - 1975     GOOD             NGS
 EY3133
 EY3133                          STATION DESCRIPTION
 EY3133
 EY3133'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3133'BARKLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3133'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3133'
 EY3133'BARKLEY IS 0.3 MILES SW OF ELM CITY, ABOUT 0.3 MILES S OF
 EY3133'ELM CITY RR STATION ON E SIDE OF ACL TRACKS, AT END OF RAILROAD
 EY3133'STREET WEST OF RAILROAD AND 70 FT N OF U.S. 301 BRIDGE OVER ACL
 EY3133'RR TRACKS.
 EY3133'
 EY3133'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3133'BARKLEY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3133'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3133'
 EY3133'MARK IS
 EY3133'
 EY3133'70.0 FT NE OF 4TH PILLAR UNDER BRIDGE FROM SE END OF BRIDGE
 EY3133'
 EY3133'59.9 FT N OF 3 LEAD NAILS IN TP
 EY3133'
 EY3133'58.8 FT S OF 3 LEAD NAILS IN TP F
 EY3133'
 EY3133'22.1 FT E OF E RAIL
 EY3133'
 EY3133'24.4 FT SW OF 3 LEAD NAILS IN TP 1854-1/2
 EY3133'
 EY3133'37.5 FT W OF C/L OF RAILROAD ST.
 EY3133
 EY3133                          STATION RECOVERY (1975)
 EY3133
 EY3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY3133'STATION RECOVERED GOOD.  DESCRIPTION ADEQUATE.
 EY3133'
 EY3133'NEAREST TOWN--0.3 MILE SW OF ELM CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2482 ***********************************************************************
 EA2482  DESIGNATION -  BARLOW
 EA2482  PID         -  EA2482
 EA2482  STATE/COUNTY-  NC/ONSLOW
 EA2482  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2482
 EA2482                         *CURRENT SURVEY CONTROL
 EA2482  ___________________________________________________________________
 EA2482* NAD 83(2001)-  34 27 40.36885(N)    077 31 17.28076(W)     ADJUSTED  
 EA2482* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2482  ___________________________________________________________________
 EA2482  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 EA2482  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 EA2482  HORZ ORDER  -  THIRD
 EA2482
 EA2482.The horizontal coordinates were established by classical geodetic methods
 EA2482.and adjusted by the National Geodetic Survey in August 2005.
 EA2482
 EA2482.The orthometric height was scaled from a topographic map.
 EA2482
 EA2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2482
 EA2482.The geoid height was determined by GEOID03.
 EA2482
 EA2482;                    North         East     Units Scale Factor Converg.
 EA2482;SPC NC       -    79,908.589   745,443.031   MT  0.99996704   +0 51 12.1
 EA2482;SPC NC       -   262,166.76  2,445,674.34   sFT  0.99996704   +0 51 12.1
 EA2482;UTM  18      - 3,816,181.247   268,386.900   MT  1.00026127   -1 25 38.6
 EA2482
 EA2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2482!SPC NC       -   1.00000591  x   0.99996704  =   0.99997295
 EA2482!UTM  18      -   1.00000591  x   1.00026127  =   1.00026719
 EA2482
 EA2482:                Primary Azimuth Mark                     Grid Az
 EA2482:SPC NC       -  BEACON 19                                057 14 48.2
 EA2482:UTM  18      -  BEACON 19                                059 31 38.9
 EA2482
 EA2482|---------------------------------------------------------------------|
 EA2482| PID    Reference Object                     Distance      Geod. Az  |
 EA2482|                                                           dddmmss.s |
 EA2482| EA2484 BEACON 19                           APPROX. 1.5 KM 0580600.3 |
 EA2482| EA2479 3 4 140 PLUS                        APPROX. 3.0 KM 0585943.9 |
 EA2482| EA2513 3 5 25                              APPROX. 0.7 KM 0685815.4 |
 EA2482| EA2514 3 5 43                              343.312 METERS 11347     |
 EA2482| EA2486 BEACON 25                           APPROX. 1.5 KM 2081302.8 |
 EA2482|---------------------------------------------------------------------|
 EA2482
 EA2482                          SUPERSEDED SURVEY CONTROL
 EA2482
 EA2482  NAD 83(1986)-  34 27 40.38195(N)    077 31 17.29339(W) AD(       ) 3
 EA2482  NAD 27      -  34 27 39.77900(N)    077 31 18.40500(W) AD(       ) 3
 EA2482
 EA2482.Superseded values are not recommended for survey control.
 EA2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2482.See file dsdata.txt to determine how the superseded data were derived.
 EA2482
 EA2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6838716181(NAD 83)
 EA2482_MARKER: DS = TRIANGULATION STATION DISK
 EA2482_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2482_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2482_MARK LOGO: CGS   
 EA2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2482
 EA2482  HISTORY     - Date     Condition        Report By
 EA2482  HISTORY     - 1914     MONUMENTED       CGS
 EA2482  HISTORY     - 1933     GOOD             CGS
 EA2482  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2482  HISTORY     - 1969     MARK NOT FOUND   USE
 EA2482
 EA2482                          STATION DESCRIPTION
 EA2482
 EA2482'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2482'THIS STATION IS ABOUT 3/4 MILE E FROM THE MOUTH OF BARLOWS
 EA2482'CREEK, ON A SMALL POINT NEARLY OPPOSITE ENTRANCE TO CEDAR
 EA2482'SNAG CHANNEL.
 EA2482'
 EA2482'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 EA2482'CONCRETE IN THE TOP OF A TILE.
 EA2482'
 EA2482'THERE ARE NO REFERENCE MARKS.
 EA2482
 EA2482                          STATION RECOVERY (1933)
 EA2482
 EA2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2482'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 EA2482'
 EA2482'STATION IS ABOUT 3/4 MILE NE FROM THE MOUTH OF BARLOW CREEK,
 EA2482'ON A SMALL POINT N OF CEDAR SNAG CHANNEL, 500 YARDS W OF
 EA2482'BEACON 21, AND 2 YARDS FROM THE EDGE OF THE BANK.
 EA2482
 EA2482                          STATION RECOVERY (1964)
 EA2482
 EA2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2482'LOST.  A THOROUGH SEARCH WAS MADE IN THE AREA BY TWO MEN BUT
 EA2482'NO TRACE OF THE STATION COULD BE FOUND.  THE POINT APPEARS TO
 EA2482'BE WASHING CONSIDERABLY, ALSO A DRAINAGE DITCH HAS BEEN DUG
 EA2482'ON THE POINT.
 EA2482
 EA2482                          STATION RECOVERY (1969)
 EA2482
 EA2482'RECOVERY NOTE BY US ENGINEERS 1969
 EA2482'SEARCHED FOR AND FOUND TO BE MISSING IN 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1539 ***********************************************************************
 EA1539  DESIGNATION -  BARLOW
 EA1539  PID         -  EA1539
 EA1539  STATE/COUNTY-  NC/PENDER
 EA1539  USGS QUAD   -  HOLLY RIDGE (1997)
 EA1539
 EA1539                         *CURRENT SURVEY CONTROL
 EA1539  ___________________________________________________________________
 EA1539* NAD 83(2001)-  34 26 52.26173(N)    077 37 15.09575(W)     ADJUSTED  
 EA1539* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 EA1539  ___________________________________________________________________
 EA1539  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EA1539  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA1539  HORZ ORDER  -  SECOND
 EA1539
 EA1539.The horizontal coordinates were established by classical geodetic methods
 EA1539.and adjusted by the National Geodetic Survey in August 2005.
 EA1539
 EA1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1539
 EA1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1539
 EA1539.The geoid height was determined by GEOID03.
 EA1539
 EA1539;                    North         East     Units Scale Factor Converg.
 EA1539;SPC NC       -    78,294.964   736,332.390   MT  0.99997025   +0 47 45.6
 EA1539;SPC NC       -   256,872.73  2,415,783.85   sFT  0.99997025   +0 47 45.6
 EA1539;UTM  18      - 3,814,930.949   259,216.350   MT  1.00031469   -1 28 59.6
 EA1539
 EA1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1539!SPC NC       -   1.00000371  x   0.99997025  =   0.99997396
 EA1539!UTM  18      -   1.00000371  x   1.00031469  =   1.00031840
 EA1539
 EA1539                          SUPERSEDED SURVEY CONTROL
 EA1539
 EA1539  NAD 83(1986)-  34 26 52.27500(N)    077 37 15.10807(W) AD(       ) 2
 EA1539  NGVD 29 (01/20/88)   13.9    (m)           46.     (f) VERT ANG    3  
 EA1539
 EA1539.Superseded values are not recommended for survey control.
 EA1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1539.See file dsdata.txt to determine how the superseded data were derived.
 EA1539
 EA1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5921614931(NAD 83)
 EA1539_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1539_STAMPING: BARLOW 1984
 EA1539_MARK LOGO: NCGS  
 EA1539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1539+STABILITY: SURFACE MOTION
 EA1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1539+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 EA1539
 EA1539  HISTORY     - Date     Condition        Report By
 EA1539  HISTORY     - 1984     MONUMENTED       NCGS
 EA1539  HISTORY     - 1986     GOOD             USPSQD
 EA1539  HISTORY     - 1989     GOOD             USPSQD
 EA1539  HISTORY     - 19990722 SEE DESCRIPTION  NCGS
 EA1539  HISTORY     - 20050312 MARK NOT FOUND   USPSQD
 EA1539
 EA1539                          STATION DESCRIPTION
 EA1539
 EA1539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA1539'STATION IS LOCATED ABOUT 12.2 KM (7.6 MI) NORTHEAST OF HAMPSTEAD AND
 EA1539'8.4 KM (5.2 MI) SOUTHWEST OF HOLLY RIDGE.
 EA1539'
 EA1539'ALONG US 17 FOR 8.1 KM (5.05 MI) SOUTHWEST FROM THE INTERSECTION
 EA1539'WITH NC 50 (AT HOLLY RIDGE), OPPOSITE THE BARLOW-VISTA BAPTIST
 EA1539'CHURCH.
 EA1539'
 EA1539'THE STATION IS A STANDARD NCGS DISK STAMPED---BARLOW 1984---, SET
 EA1539'IN THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED
 EA1539'8 CM BELOW GROUND.  LOCATED
 EA1539'7.8 METERS (25.5 FT) NORTHWEST OF CENTERLINE OF HIGHWAY,
 EA1539'27.7 METERS (91.0 FT) NORTH OF A TELELPHONE PEDESTAL (141E),
 EA1539'109.7 METERS (360 FT) WEST OF THE NORTHWEST CORNER OF BRICK CHURCH.
 EA1539'
 EA1539'MARK IS LEVEL WITH HIGHWAY.
 EA1539
 EA1539                          STATION RECOVERY (1986)
 EA1539
 EA1539'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EA1539'RECOVERED IN GOOD CONDITION.
 EA1539
 EA1539                          STATION RECOVERY (1989)
 EA1539
 EA1539'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EA1539'RECOVERED IN GOOD CONDITION.
 EA1539
 EA1539                          STATION RECOVERY (1999)
 EA1539
 EA1539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1539'NOT FOUND PROBABLY DESTROYED, AREA HAS BEEN PAVED AT THE REFERENCED
 EA1539'LOCATION.
 EA1539
 EA1539                          STATION RECOVERY (2005)
 EA1539
 EA1539'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA1539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6460 ***********************************************************************
 DE6460  DESIGNATION -  BARLOW
 DE6460  PID         -  DE6460
 DE6460  STATE/COUNTY-  NC/CURRITUCK
 DE6460  USGS QUAD   -  COINJOCK (1982)
 DE6460
 DE6460                         *CURRENT SURVEY CONTROL
 DE6460  ___________________________________________________________________
 DE6460* NAD 83(2007)-  36 15 33.83699(N)    075 53 05.20077(W)     ADJUSTED  
 DE6460* NAVD 88     -         3.223  (meters)      10.57   (feet)  ADJUSTED  
 DE6460  ___________________________________________________________________
 DE6460  EPOCH DATE  -        2002.00
 DE6460  X           -   1,255,700.187 (meters)                     COMP
 DE6460  Y           -  -4,993,536.752 (meters)                     COMP
 DE6460  Z           -   3,751,418.514 (meters)                     COMP
 DE6460  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DE6460  ELLIP HEIGHT-         -35.438 (meters)          (02/10/07) ADJUSTED
 DE6460  GEOID HEIGHT-         -38.68  (meters)                     GEOID03
 DE6460  DYNAMIC HT  -           3.220 (meters)      10.56  (feet)  COMP
 DE6460
 DE6460  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6460  Type    PID    Designation                      North   East  Ellip
 DE6460  -------------------------------------------------------------------
 DE6460  NETWORK DE6460 BARLOW                            0.33   0.27   0.55
 DE6460  -------------------------------------------------------------------
 DE6460  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 DE6460
 DE6460  VERT ORDER  -  SECOND    CLASS II
 DE6460
 DE6460.The horizontal coordinates were established by GPS observations
 DE6460.and adjusted by the National Geodetic Survey in February 2007.
 DE6460
 DE6460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6460.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6460.The horizontal coordinates are valid at the epoch date displayed above.
 DE6460.The epoch date for horizontal control is a decimal equivalence
 DE6460.of Year/Month/Day.
 DE6460
 DE6460.The orthometric height was determined by differential leveling
 DE6460.and adjusted in January 2005.
 DE6460.No vertical observational check was made to the station.
 DE6460
 DE6460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6460
 DE6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6460
 DE6460.The ellipsoidal height was determined by GPS observations
 DE6460.and is referenced to NAD 83.
 DE6460
 DE6460.The geoid height was determined by GEOID03.
 DE6460
 DE6460.The dynamic height is computed by dividing the NAVD 88
 DE6460.geopotential number by the normal gravity value computed on the
 DE6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6460.degrees latitude (g = 980.6199 gals.).
 DE6460
 DE6460.The modeled gravity was interpolated from observed gravity values.
 DE6460
 DE6460;                    North         East     Units Scale Factor Converg.
 DE6460;SPC NC       -   282,776.206   889,520.060   MT  1.00002720   +1 47 52.8
 DE6460;SPC NC       -   927,741.60  2,918,367.06   sFT  1.00002720   +1 47 52.8
 DE6460;UTM  18      - 4,013,083.216   420,518.073   MT  0.99967784   -0 31 24.0
 DE6460
 DE6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6460!SPC NC       -   1.00000556  x   1.00002720  =   1.00003276
 DE6460!UTM  18      -   1.00000556  x   0.99967784  =   0.99968340
 DE6460
 DE6460                          SUPERSEDED SURVEY CONTROL
 DE6460
 DE6460  NAD 83(2001)-  36 15 33.83698(N)    075 53 05.20032(W) AD(       ) 1
 DE6460  ELLIP H (03/13/03)  -35.437  (m)                       GP(       ) 4 2
 DE6460  NAD 83(1986)-  36 15 33.85274(N)    075 53 05.22037(W) AD(       ) 1
 DE6460  NAVD 88 (08/05/02)    3.22   (m)           10.6    (f) LEVELING    3  
 DE6460
 DE6460.Superseded values are not recommended for survey control.
 DE6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6460.See file dsdata.txt to determine how the superseded data were derived.
 DE6460
 DE6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2051813083(NAD 83)
 DE6460_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6460_STAMPING: BARLOW 1995
 DE6460_MARK LOGO: NCGS  
 DE6460_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6460+STABILITY: SURFACE MOTION
 DE6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6460+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 DE6460
 DE6460  HISTORY     - Date     Condition        Report By
 DE6460  HISTORY     - 1995     MONUMENTED       NCGS
 DE6460  HISTORY     - 20041208 GOOD             NCGS
 DE6460
 DE6460                          STATION DESCRIPTION
 DE6460
 DE6460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DE6460'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF GRANDY AND 14.9 MI
 DE6460'(24.0 KM) SOUTH-SOUTHEAST OF CURRITUCK AT THE INTERSECTION OF SR 1133
 DE6460'(NEALS CREEK LANE) AND SR 1131 (POPLAR BRANCH ROAD) .  PROCEED ALONG
 DE6460'US 158 FOR 0.2 MI (0.3 KM) NORTH FROM THE POST OFFICE IN GRANDY TO SR
 DE6460'1131, THENCE ALONG SR 1131 FOR 1.25 MI (2.01 KM) NORTH TO SR 1133 AND
 DE6460'THE STATION ON THE PROLONGATION OF THE CENTERLINE OF SR 1133, IN THE
 DE6460'SHOULDER.  MARK IS ABOUT LEVEL WITH SR 1131 AND FLUSH WITH THE GROUND.
 DE6460'LOCATED 15.5 FT (4.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1131,
 DE6460'38.5 WEST-NORTHWEST OF A WATER VALVE, 22.7 FT (6.9 M) SOUTHEAST OF A
 DE6460'TELEPHONE PEDESTAL (1131-R37W) AND 25.0 FT (7.6 M) EAST-SOUTHEAST
 DE6460'POWER POLE (Q1436-P137) WITH A REFERENCE TAG.
 DE6460
 DE6460                          STATION RECOVERY (2004)
 DE6460
 DE6460'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6460'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  SR 1133 IS
 DE6460'(NEALS CREEK LN.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4880 ***********************************************************************
 FA4880  DESIGNATION -  BARM
 FA4880  PID         -  FA4880
 FA4880  STATE/COUNTY-  NC/GASTON
 FA4880  USGS QUAD   -  BESSEMER CITY (1993)
 FA4880
 FA4880                         *CURRENT SURVEY CONTROL
 FA4880  ___________________________________________________________________
 FA4880* NAD 83(2001)-  35 21 24.52493(N)    081 15 34.28167(W)     ADJUSTED  
 FA4880* NAVD 88     -       287.8    (meters)     944.     (feet)  VERTCON   
 FA4880  ___________________________________________________________________
 FA4880  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 FA4880  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 FA4880  HORZ ORDER  -  SECOND
 FA4880
 FA4880.The horizontal coordinates were established by classical geodetic methods
 FA4880.and adjusted by the National Geodetic Survey in August 2005.
 FA4880
 FA4880.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4880
 FA4880.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4880
 FA4880.The geoid height was determined by GEOID03.
 FA4880
 FA4880;                    North         East     Units Scale Factor Converg.
 FA4880;SPC NC       -   180,580.673   404,276.482   MT  0.99987427   -1 18 14.9
 FA4880;SPC NC       -   592,455.09  1,326,363.76   sFT  0.99987427   -1 18 14.9
 FA4880;UTM  17      - 3,912,644.280   476,421.360   MT  0.99960685   -0 09 00.6
 FA4880
 FA4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4880!SPC NC       -   0.99995979  x   0.99987427  =   0.99983406
 FA4880!UTM  17      -   0.99995979  x   0.99960685  =   0.99956665
 FA4880
 FA4880                          SUPERSEDED SURVEY CONTROL
 FA4880
 FA4880  NAD 83(1986)-  35 21 24.54011(N)    081 15 34.28305(W) AD(       ) 2
 FA4880  NGVD 29 (09/01/92)  288.0    (m)          945.     (f) VERT ANG    3  
 FA4880
 FA4880.Superseded values are not recommended for survey control.
 FA4880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4880.See file dsdata.txt to determine how the superseded data were derived.
 FA4880
 FA4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7642112644(NAD 83)
 FA4880_MARKER: DE = TRAVERSE STATION DISK
 FA4880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4880_SP_SET: CONCRETE POST
 FA4880_STAMPING: BARM 1984
 FA4880_MARK LOGO: NCGS  
 FA4880_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4880+STABILITY: SURFACE MOTION
 FA4880
 FA4880  HISTORY     - Date     Condition        Report By
 FA4880  HISTORY     - 1984     MONUMENTED       NCGS
 FA4880  HISTORY     - 20000112 MARK NOT FOUND   USPSQD
 FA4880
 FA4880                          STATION DESCRIPTION
 FA4880
 FA4880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4880'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) NORTHWEST OF DALLAS AND 11.1
 FA4880'KM (6.9 MI) EAST-SOUTHEAST OF CHERRYVILLE.
 FA4880'ALONG NC 279 FOR 7.6 KM (4.7 MI) NORTHWEST FROM NC 275 (WEST OF
 FA4880'DALLAS), ON A CUT, OR 0.25 KM (0.16 MI) WEST OF SR 1609.
 FA4880'MARK IS FLUSH WITH GROUND AND IS 10 FEET HIGHER THAN THE HIGHWAY.
 FA4880'LOCATED 12.8 M (42.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF NC 279,
 FA4880'89.5 M (293.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A CONCRETE
 FA4880'DRIVE, 2.4 M (7.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A DIRT
 FA4880'DRIVE, 22.0 M (72.2 FT) SOUTH-SOUTHWEST OF A 14-INCH PECAN, 11.9 M
 FA4880'(39.0 FT) WEST OF THE SOUTHWEST CORNER OF AN ABANDONED CHICKEN HOUSE,
 FA4880'12.2 M (40.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED
 FA4880'CHICKEN HOUSE, AND 35.6 M (116.8 FT) WEST-NORTHWEST OF THE SOUTHWEST
 FA4880'POST OF AN OIL-CHANGE RAMP WITH A REFERENCE TAG.
 FA4880
 FA4880                          STATION RECOVERY (2000)
 FA4880
 FA4880'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2471 ***********************************************************************
 FA2471  DESIGNATION -  BARMAG
 FA2471  PID         -  FA2471
 FA2471  STATE/COUNTY-  NC/MECKLENBURG
 FA2471  USGS QUAD   -  FORT MILL (1993)
 FA2471
 FA2471                         *CURRENT SURVEY CONTROL
 FA2471  ___________________________________________________________________
 FA2471* NAD 83(2001)-  35 07 06.51955(N)    080 55 55.59601(W)     ADJUSTED  
 FA2471* NAVD 88     -       193.6    (meters)     635.     (feet)  VERTCON   
 FA2471  ___________________________________________________________________
 FA2471  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FA2471  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2471  HORZ ORDER  -  SECOND
 FA2471
 FA2471.The horizontal coordinates were established by classical geodetic methods
 FA2471.and adjusted by the National Geodetic Survey in August 2005.
 FA2471
 FA2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2471
 FA2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2471
 FA2471.The geoid height was determined by GEOID03.
 FA2471
 FA2471;                    North         East     Units Scale Factor Converg.
 FA2471;SPC NC       -   153,518.844   433,510.126   MT  0.99987528   -1 06 54.6
 FA2471;SPC NC       -   503,669.74  1,422,274.47   sFT  0.99987528   -1 06 54.6
 FA2471;UTM  17      - 3,886,184.023   506,186.132   MT  0.99960047   +0 02 20.6
 FA2471
 FA2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2471!SPC NC       -   0.99997439  x   0.99987528  =   0.99984967
 FA2471!UTM  17      -   0.99997439  x   0.99960047  =   0.99957487
 FA2471
 FA2471:                Primary Azimuth Mark                     Grid Az
 FA2471:SPC NC       -  DUFF                                     336 37 16.5
 FA2471:UTM  17      -  DUFF                                     335 28 01.3
 FA2471
 FA2471|---------------------------------------------------------------------|
 FA2471| PID    Reference Object                     Distance      Geod. Az  |
 FA2471|                                                           dddmmss.s |
 FA2471| FA2528 DUFF                                APPROX. 1.3 KM 3353021.9 |
 FA2471|---------------------------------------------------------------------|
 FA2471
 FA2471                          SUPERSEDED SURVEY CONTROL
 FA2471
 FA2471  NAD 83(1986)-  35 07 06.53861(N)    080 55 55.60787(W) AD(       ) 2
 FA2471  NAD 27      -  35 07 06.01075(N)    080 55 56.33940(W) AD(       ) 2
 FA2471  NGVD 29 (07/19/86)  193.8    (m)          636.     (f) VERT ANG    3  
 FA2471
 FA2471.Superseded values are not recommended for survey control.
 FA2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2471.See file dsdata.txt to determine how the superseded data were derived.
 FA2471
 FA2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0618686184(NAD 83)
 FA2471_MARKER: DE = TRAVERSE STATION DISK
 FA2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2471_STAMPING: BARMAG 1968
 FA2471_MARK LOGO: NCGS  
 FA2471_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2471+STABILITY: SURFACE MOTION
 FA2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2471+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA2471
 FA2471  HISTORY     - Date     Condition        Report By
 FA2471  HISTORY     - 1968     MONUMENTED       NCGS
 FA2471  HISTORY     - 1970     GOOD             NCGS
 FA2471  HISTORY     - 1977     GOOD             LOCSUR
 FA2471  HISTORY     - 1980     GOOD             LOCSUR
 FA2471  HISTORY     - 1984     GOOD             LOCENG
 FA2471  HISTORY     - 1987     GOOD             USPSQD
 FA2471  HISTORY     - 1987     GOOD             USPSQD
 FA2471  HISTORY     - 19910403 GOOD             USPSQD
 FA2471  HISTORY     - 19990228 GOOD             USPSQD
 FA2471  HISTORY     - 20021030 GOOD             NCGS
 FA2471  HISTORY     - 20060906 GOOD             USPSQD
 FA2471
 FA2471                          STATION DESCRIPTION
 FA2471
 FA2471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2471'BARMAG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2471'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2471'
 FA2471'BARMAG IS LOCATED APPROXIMATELY 9.1 MILES SOUTHWEST OF
 FA2471'CHARLOTTE.  TO REACH STATION PROCEED FROM I-77 BRIDGE OVER
 FA2471'SR 1128 (ARROWOOD BLVD.), GO WEST ON SR 1128 FOR 0.6 MILE TO
 FA2471'STATION, WHICH IS ON THE SOUTHWEST SIDE OF RAILROAD BED, IN
 FA2471'FRONT OF AMERICAN BARMAG CORP.
 FA2471'
 FA2471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2471'BARMAG 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2471'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2471'
 FA2471'MARK IS
 FA2471'
 FA2471'49.0 FT WSW OF C/L OF SR 1128
 FA2471'
 FA2471'5.0 FT WSW OF SW RAIL OF RR TRACKS
 FA2471'
 FA2471'85.4 FT ENE OF E END OF BRICK SIGN SUPPORT FOR AMERICAN BARMAG
 FA2471'CORP.
 FA2471'
 FA2471'114.9 FT SSE OF PP ON SW SIDE OF SR 1128, AND WITH ALUMINUM
 FA2471'REF. TAG
 FA2471'
 FA2471'139.9 FT SE OF PP ON SW SIDE OF RR, AND WITH ALUMINUM REF. TAG
 FA2471'
 FA2471'76.0 FT NW OF C/L OF DRIVEWAY TO AMERICAN BARMAG CORP.
 FA2471'
 FA2471'63.7 FT NW OF NW END OF METAL CULVERT UNDER DRIVEWAY TO AMERICAN
 FA2471'BARMAG CORP.
 FA2471
 FA2471                          STATION RECOVERY (1970)
 FA2471
 FA2471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA2471'RECOVERED AS DESCRIBED.
 FA2471
 FA2471                          STATION RECOVERY (1977)
 FA2471
 FA2471'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA2471'BARMAG 1968 GOOD CONDITION.
 FA2471
 FA2471                          STATION RECOVERY (1980)
 FA2471
 FA2471'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FA2471'BARMAG RECOVERED IN GOOD CONDITION.
 FA2471'
 FA2471'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.1 MI. S. W. OF CHARLOTTE.
 FA2471
 FA2471                          STATION RECOVERY (1984)
 FA2471
 FA2471'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLM)
 FA2471'BARMAG 1968 RECOVERED GOOD.
 FA2471'
 FA2471'RECOVERED AS DESCRIBED - NO WIT POST.
 FA2471
 FA2471                          STATION RECOVERY (1987)
 FA2471
 FA2471'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA2471'RECOVERED IN GOOD CONDITION.
 FA2471
 FA2471                          STATION RECOVERY (1987)
 FA2471
 FA2471'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2471'RECOVERED IN GOOD CONDITION.
 FA2471
 FA2471                          STATION RECOVERY (1991)
 FA2471
 FA2471'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2471'RECOVERED IN GOOD CONDITION.
 FA2471
 FA2471                          STATION RECOVERY (1999)
 FA2471
 FA2471'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2471'RECOVERED IN GOOD CONDITION.
 FA2471
 FA2471                          STATION RECOVERY (2002)
 FA2471
 FA2471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA2471'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 228.0 FT
 FA2471'(69.5 M) NORTHWEST OF THE CENTERLINE INTERSECTION OF THE RAILROAD AND
 FA2471'WILMAR BOULEVARD--AND 116.6 FT (35.5 M) SOUTH OF A POWER POLE WITH A
 FA2471'REFERENCE TAG.
 FA2471
 FA2471                          STATION RECOVERY (2006)
 FA2471
 FA2471'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0982 ***********************************************************************
 EA0982  DESIGNATION -  BARN
 EA0982  PID         -  EA0982
 EA0982  STATE/COUNTY-  NC/DUPLIN
 EA0982  USGS QUAD   -  PIN HOOK (1981)
 EA0982
 EA0982                         *CURRENT SURVEY CONTROL
 EA0982  ___________________________________________________________________
 EA0982* NAD 83(2001)-  34 43 53.07538(N)    077 45 59.09043(W)     ADJUSTED  
 EA0982* NAVD 88     -        19.199  (meters)      62.99   (feet)  ADJUSTED  
 EA0982  ___________________________________________________________________
 EA0982  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 EA0982  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EA0982  DYNAMIC HT  -          19.181 (meters)      62.93  (feet)  COMP
 EA0982  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 EA0982
 EA0982  HORZ ORDER  -  SECOND
 EA0982  VERT ORDER  -  SECOND    CLASS II
 EA0982
 EA0982.The horizontal coordinates were established by classical geodetic methods
 EA0982.and adjusted by the National Geodetic Survey in August 2005.
 EA0982
 EA0982.The orthometric height was determined by differential leveling
 EA0982.and adjusted in June 1991.
 EA0982
 EA0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0982
 EA0982.The geoid height was determined by GEOID03.
 EA0982
 EA0982.The dynamic height is computed by dividing the NAVD 88
 EA0982.geopotential number by the normal gravity value computed on the
 EA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0982.degrees latitude (g = 980.6199 gals.).
 EA0982
 EA0982.The modeled gravity was interpolated from observed gravity values.
 EA0982
 EA0982;                    North         East     Units Scale Factor Converg.
 EA0982;SPC NC       -   109,570.743   722,567.087   MT  0.99991355   +0 42 43.2
 EA0982;SPC NC       -   359,483.35  2,370,622.18   sFT  0.99991355   +0 42 43.2
 EA0982;UTM  18      - 3,846,743.583   246,703.238   MT  1.00039086   -1 34 37.0
 EA0982
 EA0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0982!SPC NC       -   1.00000274  x   0.99991355  =   0.99991629
 EA0982!UTM  18      -   1.00000274  x   1.00039086  =   1.00039360
 EA0982
 EA0982:                Primary Azimuth Mark                     Grid Az
 EA0982:SPC NC       -  DUPOLE                                   160 52 56.1
 EA0982:UTM  18      -  DUPOLE                                   163 10 16.3
 EA0982
 EA0982|---------------------------------------------------------------------|
 EA0982| PID    Reference Object                     Distance      Geod. Az  |
 EA0982|                                                           dddmmss.s |
 EA0982| EA1004 DUPOLE                              APPROX. 0.5 KM 1613539.3 |
 EA0982| EA0999 CEMETARY                            APPROX. 0.5 KM 3281554.0 |
 EA0982|---------------------------------------------------------------------|
 EA0982
 EA0982                          SUPERSEDED SURVEY CONTROL
 EA0982
 EA0982  NAD 83(1986)-  34 43 53.08767(N)    077 45 59.10151(W) AD(       ) 2
 EA0982  NAD 27      -  34 43 52.48507(N)    077 46 00.17885(W) AD(       ) 2
 EA0982  NGVD 29 (??/??/92)   19.499  (m)           63.97   (f) ADJ UNCH    2 2
 EA0982
 EA0982.Superseded values are not recommended for survey control.
 EA0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0982.See file dsdata.txt to determine how the superseded data were derived.
 EA0982
 EA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4670346744(NAD 83)
 EA0982_MARKER: DD = SURVEY DISK
 EA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0982_STAMPING: BARN 1974
 EA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0982+STABILITY: SURFACE MOTION
 EA0982
 EA0982  HISTORY     - Date     Condition        Report By
 EA0982  HISTORY     - 1974     MONUMENTED       NCGS
 EA0982  HISTORY     - 1975     GOOD             NCGS
 EA0982  HISTORY     - 19910901 GOOD             USPSQD
 EA0982
 EA0982                          STATION DESCRIPTION
 EA0982
 EA0982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0982'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0982'THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0982'
 EA0982'BARN IS LOCATED APPROXIMATELY 7.4 MILES SE OF CHINQUAPIN, AND
 EA0982'12.9 MILES EAST OF WALLACE.  TO REACH STATION FROM INTERSECTION OF
 EA0982'NC 41 WITH NC 50 AT CHINQUAPIN, PROCEED SOUTHEAST ALONG NC 50 FOR
 EA0982'8.3 MILES TO STATION ON LEFT NEAR A TOBACCO CURING BARN, 0.1 MILE
 EA0982'NORTH OF A WOODEN BRIDGE.  0.8 MILE NW OF THE DUPLIN - PENDER
 EA0982'COUNTY LINE, 1.4 MILE SOUTH OF INTERSECTION WITH SR 1827 AT PIN
 EA0982'HOOK.
 EA0982'
 EA0982'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0982'BARN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0982'IS 1 INCH BELOW THE GROUND.
 EA0982'
 EA0982'MARK IS 20.4 FT E OF C/L NC 50
 EA0982'
 EA0982'4.3 FT W OF BARN SHELTER POST WITH ALUMINUM REF. TAG
 EA0982'
 EA0982'53.2 FT E OF 14 IN PINE WITH ALUMINUM REF. TAG
 EA0982'
 EA0982'55.6 FT E OF 10 IN PINE WITH ALUMINUM REF. TAG
 EA0982'
 EA0982'126.2 FT N OF 10 IN SYCAMORE WITH ALUMINUM REF. TAG
 EA0982
 EA0982                          STATION RECOVERY (1975)
 EA0982
 EA0982'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0982'6.3 MI NW FROM MAPLE HILL.
 EA0982'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0982'PROCEED SOUTHEAST ALONG NC 50 FOR 8.3 MILES TO STATION ON LEFT NEAR A
 EA0982'TOBACCO CURING BARN, 0.1 MILE NORTH OF A WOODEN BRIDGE, 0.8 MILE NW OF
 EA0982'THE DUPLIN - PENDER COUNTY LINE, AND 1.4 MILE SOUTH OF INTERSECTION
 EA0982'WITH SR 1827 AT PIN HOOK.  20.4 FT. EAST OF C/L OF NC 50, 4.3 FT. WEST
 EA0982'OF BARN SHELTER POST WITH ALUMINUM REF. TAG, 53.2 FT. EAST OF 14 IN.
 EA0982'PINE WITH ALUMINUM REF. TAG, 55.6 FT. EAST OF 10 IN. PINE WITH
 EA0982'ALUMINUM REF. TAG, AND 126.2 FT. NORTH OF 10 IN. SYCAMORE WITH
 EA0982'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH
 EA0982'BELOW THE SURFACE OF THE GROUND.
 EA0982
 EA0982                          STATION RECOVERY (1991)
 EA0982
 EA0982'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2279 ***********************************************************************
 FY2279  DESIGNATION -  BARN
 FY2279  PID         -  FY2279
 FY2279  STATE/COUNTY-  NC/CASWELL
 FY2279  USGS QUAD   -  RUFFIN (1994)
 FY2279
 FY2279                         *CURRENT SURVEY CONTROL
 FY2279  ___________________________________________________________________
 FY2279* NAD 83(2001)-  36 23 34.13162(N)    079 30 45.42135(W)     ADJUSTED  
 FY2279* NAVD 88     -       196.355  (meters)     644.21   (feet)  ADJUSTED  
 FY2279  ___________________________________________________________________
 FY2279  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 FY2279  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FY2279  DYNAMIC HT  -         196.191 (meters)     643.67  (feet)  COMP
 FY2279  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 FY2279
 FY2279  HORZ ORDER  -  SECOND
 FY2279  VERT ORDER  -  FIRST     CLASS II
 FY2279
 FY2279.The horizontal coordinates were established by classical geodetic methods
 FY2279.and adjusted by the National Geodetic Survey in August 2005.
 FY2279
 FY2279.The orthometric height was determined by differential leveling
 FY2279.and adjusted in June 1991.
 FY2279
 FY2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2279
 FY2279.The geoid height was determined by GEOID03.
 FY2279
 FY2279.The dynamic height is computed by dividing the NAVD 88
 FY2279.geopotential number by the normal gravity value computed on the
 FY2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2279.degrees latitude (g = 980.6199 gals.).
 FY2279
 FY2279.The modeled gravity was interpolated from observed gravity values.
 FY2279
 FY2279;                    North         East     Units Scale Factor Converg.
 FY2279;SPC NC       -   293,307.635   563,609.018   MT  1.00007097   -0 17 45.1
 FY2279;SPC NC       -   962,293.47  1,849,107.25   sFT  1.00007097   -0 17 45.1
 FY2279;UTM  17      - 4,028,546.138   633,390.805   MT  0.99981923   +0 52 57.4
 FY2279
 FY2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2279!SPC NC       -   0.99997415  x   1.00007097  =   1.00004512
 FY2279!UTM  17      -   0.99997415  x   0.99981923  =   0.99979338
 FY2279
 FY2279                          SUPERSEDED SURVEY CONTROL
 FY2279
 FY2279  NAD 83(1993)-  36 23 34.13325(N)    079 30 45.42431(W) AD(       ) 2
 FY2279  NAD 83(1986)-  36 23 34.13688(N)    079 30 45.43002(W) AD(       ) 2
 FY2279  NGVD 29 (03/05/92)  196.580  (m)          644.95   (f) ADJUSTED    1 2
 FY2279
 FY2279.Superseded values are not recommended for survey control.
 FY2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2279.See file dsdata.txt to determine how the superseded data were derived.
 FY2279
 FY2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3339128546(NAD 83)
 FY2279_MARKER: DE = TRAVERSE STATION DISK
 FY2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2279_SP_SET: CONCRETE POST
 FY2279_STAMPING: BARN 1982
 FY2279_MARK LOGO: NCGS  
 FY2279_PROJECTION: FLUSH
 FY2279_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2279+STABILITY: SURFACE MOTION
 FY2279
 FY2279  HISTORY     - Date     Condition        Report By
 FY2279  HISTORY     - 1982     MONUMENTED       NCGS
 FY2279  HISTORY     - 1982     GOOD             NCGS
 FY2279  HISTORY     - 19960225 GOOD             GEOMET
 FY2279
 FY2279                          STATION DESCRIPTION
 FY2279
 FY2279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2279'0.5 MI WEST FROM CASVILLE.
 FY2279'ALONG US 158, 0.75 MILE SOUTHEAST OF THE CASWELL-ROCKINGHAM COUNTY
 FY2279'LINE, OR 0.45 MILE NORTHWEST OF THE INTERSECTION WITH SR 1300 AND
 FY2279'SR 1155, AT A DIRT ROAD TO A LOG TOBACCO BARN AND ONE AND A HALF
 FY2279'STORY TENANT HOUSE, 17.2 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 FY2279'HIGHWAY, 8.6 FEET NORTH-NORTHWEST OF WEST END OF DIRT ROAD CULVERT,
 FY2279'40.8 FEET EAST OF POWER POLE (5) WITH TRANSFORMER AND REFERENCE TAG,
 FY2279'34.5 FEET NORTH OF SERVICE POLE WITH REFERENCE TAG AND 67.0 FEET
 FY2279'WEST-SOUTHWEST OF 10 INCH CEDAR WITH REFERENCE TAG.
 FY2279'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2279
 FY2279                          STATION RECOVERY (1996)
 FY2279
 FY2279'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY2279'STATION IS 4 INCHES UNDERGROUND.  24 INCHES.  RT 158.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2800 ***********************************************************************
 EZ2800  DESIGNATION -  BARN
 EZ2800  PID         -  EZ2800
 EZ2800  STATE/COUNTY-  NC/ORANGE
 EZ2800  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2800
 EZ2800                         *CURRENT SURVEY CONTROL
 EZ2800  ___________________________________________________________________
 EZ2800* NAD 83(2001)-  35 57 02.86091(N)    079 03 33.11086(W)     ADJUSTED  
 EZ2800* NAVD 88     -       154.670  (meters)     507.45   (feet)  ADJUSTED  
 EZ2800  ___________________________________________________________________
 EZ2800  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 EZ2800  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EZ2800  DYNAMIC HT  -         154.544 (meters)     507.03  (feet)  COMP
 EZ2800  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 EZ2800
 EZ2800  HORZ ORDER  -  SECOND
 EZ2800  VERT ORDER  -  SECOND    CLASS II
 EZ2800
 EZ2800.The horizontal coordinates were established by classical geodetic methods
 EZ2800.and adjusted by the National Geodetic Survey in August 2005.
 EZ2800
 EZ2800.The orthometric height was determined by differential leveling
 EZ2800.and adjusted in June 1991.
 EZ2800
 EZ2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2800
 EZ2800.The geoid height was determined by GEOID03.
 EZ2800
 EZ2800.The dynamic height is computed by dividing the NAVD 88
 EZ2800.geopotential number by the normal gravity value computed on the
 EZ2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2800.degrees latitude (g = 980.6199 gals.).
 EZ2800
 EZ2800.The modeled gravity was interpolated from observed gravity values.
 EZ2800
 EZ2800;                    North         East     Units Scale Factor Converg.
 EZ2800;SPC NC       -   244,142.818   604,260.729   MT  0.99994690   -0 02 03.0
 EZ2800;SPC NC       -   800,991.90  1,982,478.74   sFT  0.99994690   -0 02 03.0
 EZ2800;UTM  17      - 3,980,231.754   675,039.007   MT  0.99997754   +1 08 23.0
 EZ2800
 EZ2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2800!SPC NC       -   0.99998057  x   0.99994690  =   0.99992747
 EZ2800!UTM  17      -   0.99998057  x   0.99997754  =   0.99995811
 EZ2800
 EZ2800|---------------------------------------------------------------------|
 EZ2800| PID    Reference Object                     Distance      Geod. Az  |
 EZ2800|                                                           dddmmss.s |
 EZ2800| EZ2858 CHURCH                              277.627 METERS 15241     |
 EZ2800| EZ2866 MAILBOX                             APPROX. 1.3 KM 1703806.0 |
 EZ2800|---------------------------------------------------------------------|
 EZ2800
 EZ2800                          SUPERSEDED SURVEY CONTROL
 EZ2800
 EZ2800  NAD 83(1986)-  35 57 02.86287(N)    079 03 33.11865(W) AD(       ) 2
 EZ2800  NAD 27      -  35 57 02.34739(N)    079 03 34.08078(W) AD(       ) 2
 EZ2800  NGVD 29 (03/05/92)  154.907  (m)          508.22   (f) ADJUSTED    2 2
 EZ2800
 EZ2800.Superseded values are not recommended for survey control.
 EZ2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2800.See file dsdata.txt to determine how the superseded data were derived.
 EZ2800
 EZ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7503980232(NAD 83)
 EZ2800_MARKER: DE = TRAVERSE STATION DISK
 EZ2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2800_SP_SET: CONCRETE POST
 EZ2800_STAMPING: BARN 1963
 EZ2800_MARK LOGO: NCGS  
 EZ2800_PROJECTION: RECESSED 46 CENTIMETERS
 EZ2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2800+STABILITY: SURFACE MOTION
 EZ2800
 EZ2800  HISTORY     - Date     Condition        Report By
 EZ2800  HISTORY     - 1963     MONUMENTED       NCGS
 EZ2800  HISTORY     - 1978     MARK NOT FOUND   ALSTER
 EZ2800  HISTORY     - 1981     GOOD             NCGS
 EZ2800  HISTORY     - 1981     GOOD             NCGS
 EZ2800  HISTORY     - 20080708 MARK NOT FOUND   GEOCAC
 EZ2800
 EZ2800                          STATION DESCRIPTION
 EZ2800
 EZ2800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 EZ2800'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2800'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 EZ2800'
 EZ2800'BARN IS 2.5 MILES N OF CHAPEL HILL AND 8.9 MILES SSE OF
 EZ2800'HILLSBORO.  LOCATED 0.1 MILE N ALONG NC 86 FROM SR 1777.  0.2
 EZ2800'MILES NW OF THE ORANGE METHODIST CHURCH.  1.0 MILE S OF SR
 EZ2800'1733.  APPROXIMATELY 300 FEET W OF NC 86.  AT THE SW CORNER OF
 EZ2800'LARGEST OF SEVERAL BARNS.
 EZ2800'
 EZ2800'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2800'BARN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2800'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2800'
 EZ2800'MARK IS
 EZ2800'
 EZ2800'4.3 FT W OF SW CORNER OF BARN
 EZ2800'
 EZ2800'51.9 FT S OF 3 LEAD NAILS IN 12 INCH WALNUT TREE
 EZ2800'
 EZ2800'44.9 FT NE OF 3 LEAD NAILS IN 12 INCH APPLE TREE
 EZ2800'
 EZ2800'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2800
 EZ2800                          STATION RECOVERY (1978)
 EZ2800
 EZ2800'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EZ2800'BARN 1963 NOT FOUND.
 EZ2800'
 EZ2800'CONSIDER LOST A MORE DILIGENT SEARCH MAY STILL FIND THE MONUMENT.
 EZ2800
 EZ2800                          STATION RECOVERY (1981)
 EZ2800
 EZ2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 EZ2800'THE STATION WAS RECOVERED AT THIS DATE.
 EZ2800'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EZ2800'
 EZ2800'THE OLD BARN IS DETERIORATING AND WILL SOON COLLAPSE, THE MARK NO
 EZ2800'LONGER SEES IN ANY DIRECTION DUE TO THICK VEGETATION.  THE MARK IS
 EZ2800'18 INCHES BELOW SURFACE, 3.4 METERS (11.3 FT.) SOUTHWEST OF
 EZ2800'SOUTHWEST CORNER OF LOG BARN, 4.9 METERS (16.1 FT.) NORTH-NORTHEAST
 EZ2800'OF 6 INCH PINE, 5.5 METERS (18.1 FT.) EAST-SOUTHEAST OF 10 INCH
 EZ2800'PINE, 5.6 METERS (18.5 FT.) SOUTH-SOUTHEAST OF 8 INCH PINE, ALL WITH
 EZ2800'REFERENCE TAGS.
 EZ2800
 EZ2800                          STATION RECOVERY (1981)
 EZ2800
 EZ2800'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2800'2.5 MI NORTH FROM CHAPEL HILL.
 EZ2800'ALONG NC 86, 2.6 MILES NORTH OF FRANKLIN STREET, OR 0.1 MILE NORTH
 EZ2800'OF SR 1771, APPROXIMATELY 300 FEET WEST OF NC 86, AT THE SOUTHWEST
 EZ2800'CORNER OF AN OLD LOG BARN ON PROPERTY OF W.C. FREELAND, 11.3 FEET
 EZ2800'SOUTHWEST OF SOUTHWEST CORNER OF LOG BARN, 18.1 FEET EAST-SOUTHEAST
 EZ2800'OF 10 INCH PINE, 16.1 FEET NORTH-NORTHEAST OF 6 INCH PINE, 18.5 FEET
 EZ2800'SOUTH-SOUTHEAST OF 8 INCH PINE ALL WITH REFERENCE TAGS, 51.9 FEET
 EZ2800'SOUTH OF 14 INCH WALNUT AND 44.9 FEET NORTHEAST OF 14 INCH APPLE
 EZ2800'BOTH WITH 3 LEAD NAILS.
 EZ2800'THE MARK IS 1.5 FT BELOW GROUND SURFACE.
 EZ2800
 EZ2800                          STATION RECOVERY (2008)
 EZ2800
 EZ2800'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ2800'SITE HAS BEEN GRADED FOR A PARKING LOT. (ALSO REPORTED NOT FOUND IN
 EZ2800'1994.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1580 ***********************************************************************
 FA1580  DESIGNATION -  BARN
 FA1580  PID         -  FA1580
 FA1580  STATE/COUNTY-  NC/DAVIDSON
 FA1580  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1580
 FA1580                         *CURRENT SURVEY CONTROL
 FA1580  ___________________________________________________________________
 FA1580* NAD 83(2001)-  35 55 11.26427(N)    080 02 50.00264(W)     ADJUSTED  
 FA1580* NAVD 88     -       270.3    (meters)     887.     (feet)  VERTCON   
 FA1580  ___________________________________________________________________
 FA1580  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 FA1580  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA1580  HORZ ORDER  -  SECOND
 FA1580
 FA1580.The horizontal coordinates were established by classical geodetic methods
 FA1580.and adjusted by the National Geodetic Survey in August 2005.
 FA1580
 FA1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1580
 FA1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1580
 FA1580.The geoid height was determined by GEOID03.
 FA1580
 FA1580;                    North         East     Units Scale Factor Converg.
 FA1580;SPC NC       -   241,200.337   515,091.603   MT  0.99994044   -0 36 15.9
 FA1580;SPC NC       -   791,338.11  1,689,929.70   sFT  0.99994044   -0 36 15.9
 FA1580;UTM  17      - 3,975,471.988   585,959.642   MT  0.99969105   +0 33 32.3
 FA1580
 FA1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1580!SPC NC       -   0.99996247  x   0.99994044  =   0.99990291
 FA1580!UTM  17      -   0.99996247  x   0.99969105  =   0.99965353
 FA1580
 FA1580                          SUPERSEDED SURVEY CONTROL
 FA1580
 FA1580  NAD 83(1986)-  35 55 11.27057(N)    080 02 50.01152(W) AD(       ) 2
 FA1580  NAD 27      -  35 55 10.77150(N)    080 02 50.86791(W) AD(       ) 2
 FA1580  NGVD 29 (07/19/86)  270.5    (m)          887.     (f) VERT ANG    3  
 FA1580
 FA1580.Superseded values are not recommended for survey control.
 FA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1580.See file dsdata.txt to determine how the superseded data were derived.
 FA1580
 FA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8596075472(NAD 83)
 FA1580_MARKER: DE = TRAVERSE STATION DISK
 FA1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1580_STAMPING: BARN 1961
 FA1580_MARK LOGO: NCGS  
 FA1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1580+STABILITY: SURFACE MOTION
 FA1580
 FA1580  HISTORY     - Date     Condition        Report By
 FA1580  HISTORY     - 1961     MONUMENTED       NCGS
 FA1580
 FA1580                          STATION DESCRIPTION
 FA1580
 FA1580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1580'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1580'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1580'
 FA1580'STATION IS 3.5 MILES SW OF THE CENTER OF HIGH POINT, 0.80
 FA1580'MILES S OF OLD U.S. 27 AND 70 ON THE COUNTY LINE AND ON THE
 FA1580'PROPERTY OF BRINSON.
 FA1580'
 FA1580'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1580'BARN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1580'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1580'
 FA1580'MARK IS
 FA1580'
 FA1580'6.30 FT W OF FENCE LINE
 FA1580'
 FA1580'72.60 FT SE OF 3 NAILS IN TELEPHONE POLE NO. 9
 FA1580'
 FA1580'157.20 FT SE OF 3 NAILS IN TELEPHONE POLE
 FA1580'
 FA1580'214.50 FT NE OF 3 NAILS IN 14 INCH CEDAR TREE
 FA1580'
 FA1580'300.0 FT + OR - E OF NE CORNER OF BARN
 FA1580'
 FA1580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2333 ***********************************************************************
 FA2333  DESIGNATION -  BARN
 FA2333  PID         -  FA2333
 FA2333  STATE/COUNTY-  NC/MECKLENBURG
 FA2333  USGS QUAD   -  MATTHEWS (1988)
 FA2333
 FA2333                         *CURRENT SURVEY CONTROL
 FA2333  ___________________________________________________________________
 FA2333* NAD 83(2001)-  35 04 31.70527(N)    080 44 46.58099(W)     ADJUSTED  
 FA2333* NAVD 88     -       220.9    (meters)     725.     (feet)  VERTCON   
 FA2333  ___________________________________________________________________
 FA2333  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FA2333  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA2333  HORZ ORDER  -  SECOND
 FA2333
 FA2333.The horizontal coordinates were established by classical geodetic methods
 FA2333.and adjusted by the National Geodetic Survey in August 2005.
 FA2333
 FA2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2333
 FA2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2333
 FA2333.The geoid height was determined by GEOID03.
 FA2333
 FA2333;                    North         East     Units Scale Factor Converg.
 FA2333;SPC NC       -   148,435.413   450,361.469   MT  0.99987730   -1 00 28.4
 FA2333;SPC NC       -   486,991.85  1,477,560.92   sFT  0.99987730   -1 00 28.4
 FA2333;UTM  17      - 3,881,442.294   523,131.801   MT  0.99960659   +0 08 44.9
 FA2333
 FA2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2333!SPC NC       -   0.99997008  x   0.99987730  =   0.99984739
 FA2333!UTM  17      -   0.99997008  x   0.99960659  =   0.99957669
 FA2333
 FA2333                          SUPERSEDED SURVEY CONTROL
 FA2333
 FA2333  NAD 83(1986)-  35 04 31.72045(N)    080 44 46.58742(W) AD(       ) 2
 FA2333  NAD 27      -  35 04 31.18542(N)    080 44 47.33609(W) AD(       ) 2
 FA2333  NGVD 29 (07/19/86)  221.1    (m)          725.     (f) VERT ANG    3  
 FA2333
 FA2333.Superseded values are not recommended for survey control.
 FA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2333.See file dsdata.txt to determine how the superseded data were derived.
 FA2333
 FA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2313281442(NAD 83)
 FA2333_MARKER: DE = TRAVERSE STATION DISK
 FA2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2333_STAMPING: BARN 1968
 FA2333_MARK LOGO: NCGS  
 FA2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2333+STABILITY: SURFACE MOTION
 FA2333
 FA2333  HISTORY     - Date     Condition        Report By
 FA2333  HISTORY     - 1968     MONUMENTED       NCGS
 FA2333  HISTORY     - 1977     GOOD             LOCSUR
 FA2333  HISTORY     - 19910211 MARK NOT FOUND   USPSQD
 FA2333  HISTORY     - 20000822 SEE DESCRIPTION  NCGS
 FA2333
 FA2333                          STATION DESCRIPTION
 FA2333
 FA2333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2333'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2333'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2333'
 FA2333'BARN IS LOCATED APPROXIMATELY 11.9 MILES SOUTHEAST OF
 FA2333'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2333'SR 3445 (MC KEE RD.) WITH NC 16 (PROVIDENCE RD.), GO EAST ON
 FA2333'SR 3445 FOR 0.5 MILE TO INTERSECTION OF SR 3440, TURN LEFT (NE)
 FA2333'ON SR 3440 FOR 1.3 MILES TO STATION, WHICH IS ON THE NORTH
 FA2333'SIDE OF SR 3440 NEXT TO TWO ANCHOR CABLES FOR TP ON N SIDE OF
 FA2333'SR 3440, IN APPROXIMATE LINE WITH E SIDE OF BARN, 0.35 MILE NE
 FA2333'OF INTERSECTION OF SR 3441 (KUKENDALL RD.) WITH SR 3440, AND
 FA2333'0.35 MILE SOUTHWEST OF INTERSECTION OF E. PROVIDENCE RD. WITH
 FA2333'SR 3440.
 FA2333'
 FA2333'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2333'BARN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2333'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2333'
 FA2333'MARK IS
 FA2333'
 FA2333'43.6 FT NE OF C/L SR 3440
 FA2333'
 FA2333'2.3 FT E OF LOWER END OF SOUTHERNMOST ANCHOR CABLE
 FA2333'
 FA2333'3.8 FT SE OF LOWER END OF NORTHERNMOST ANCHOR CABLE
 FA2333'
 FA2333'15.4 FT N OF TP ON N SIDE OF SR 3440, AND WITH ALUMINUM REF. TAG
 FA2333'
 FA2333'117.6 FT SE OF LONE 36 INCH OAK TREE ON NORTH SIDE OF SR 3440,
 FA2333'AND WITH ALUMINUM REF. TAG
 FA2333
 FA2333                          STATION RECOVERY (1977)
 FA2333
 FA2333'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA2333'BARN 1968 GOOD CONDITION.
 FA2333
 FA2333                          STATION RECOVERY (1991)
 FA2333
 FA2333'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2333'MARK NOT FOUND.
 FA2333
 FA2333                          STATION RECOVERY (2000)
 FA2333
 FA2333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2333'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2651 ***********************************************************************
 FA2651  DESIGNATION -  BARN
 FA2651  PID         -  FA2651
 FA2651  STATE/COUNTY-  NC/ROWAN
 FA2651  USGS QUAD   -  ROWAN MILLS (1987)
 FA2651
 FA2651                         *CURRENT SURVEY CONTROL
 FA2651  ___________________________________________________________________
 FA2651* NAD 83(2001)-  35 42 48.42787(N)    080 31 01.19733(W)     ADJUSTED  
 FA2651* NAVD 88     -       241.4    (meters)     792.     (feet)  VERTCON   
 FA2651  ___________________________________________________________________
 FA2651  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FA2651  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FA2651  HORZ ORDER  -  SECOND
 FA2651
 FA2651.The horizontal coordinates were established by classical geodetic methods
 FA2651.and adjusted by the National Geodetic Survey in August 2005.
 FA2651
 FA2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2651
 FA2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2651
 FA2651.The geoid height was determined by GEOID03.
 FA2651
 FA2651;                    North         East     Units Scale Factor Converg.
 FA2651;SPC NC       -   218,857.401   472,348.263   MT  0.99990497   -0 52 32.0
 FA2651;SPC NC       -   718,034.66  1,549,695.93   sFT  0.99990497   -0 52 32.0
 FA2651;UTM  17      - 3,952,274.366   543,688.810   MT  0.99962352   +0 16 55.0
 FA2651
 FA2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2651!SPC NC       -   0.99996705  x   0.99990497  =   0.99987202
 FA2651!UTM  17      -   0.99996705  x   0.99962352  =   0.99959058
 FA2651
 FA2651:                Primary Azimuth Mark                     Grid Az
 FA2651:SPC NC       -  ENON                                     240 10 24.4
 FA2651:UTM  17      -  ENON                                     239 00 57.4
 FA2651
 FA2651|---------------------------------------------------------------------|
 FA2651| PID    Reference Object                     Distance      Geod. Az  |
 FA2651|                                                           dddmmss.s |
 FA2651| FA2658 ENON                                APPROX. 0.9 KM 2391752.4 |
 FA2651|---------------------------------------------------------------------|
 FA2651
 FA2651                          SUPERSEDED SURVEY CONTROL
 FA2651
 FA2651  NAD 83(1986)-  35 42 48.43769(N)    080 31 01.20290(W) AD(       ) 2
 FA2651  NAD 27      -  35 42 47.93519(N)    080 31 01.98931(W) AD(       ) 2
 FA2651  NGVD 29 (07/19/86)  241.6    (m)          793.     (f) VERT ANG    3  
 FA2651
 FA2651.Superseded values are not recommended for survey control.
 FA2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2651.See file dsdata.txt to determine how the superseded data were derived.
 FA2651
 FA2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4368952274(NAD 83)
 FA2651_MARKER: DE = TRAVERSE STATION DISK
 FA2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2651+STABILITY: SURFACE MOTION
 FA2651
 FA2651  HISTORY     - Date     Condition        Report By
 FA2651  HISTORY     - 1964     MONUMENTED       NCGS
 FA2651  HISTORY     - 19900814 MARK NOT FOUND   NCGS
 FA2651
 FA2651                          STATION DESCRIPTION
 FA2651
 FA2651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA2651'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2651'VICINITY OF SALISBURY, NORTH CAROLINA.
 FA2651'
 FA2651'BARN IS 4.1 MILES NW OF SALISBURY.  LOCATED 0.5 MILES NE ALONG
 FA2651'SR 1944 FROM INTERSECTION OF WOODLEAF RD. (SR 1702).  1.3 MILES
 FA2651'WSW ALONG SR 1944 FROM FRANKLIN AND U.S. 601.  ON THE SE
 FA2651'SHOULDER OF SR 1944 AND APPROXIMATELY 150 FT NE OF RED BARN.
 FA2651'
 FA2651'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2651'BARN 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2651'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2651'
 FA2651'MARK IS
 FA2651'
 FA2651'11.7 FT SE OF C/L OF SR 1944
 FA2651'
 FA2651'148.2 FT NE OF NE CORNER OF RED BARN
 FA2651'
 FA2651'163.8 FT SW OF 40 INCH R OAK
 FA2651'
 FA2651'84.6 FT SW OF 3 LEAD NAILS IN PP
 FA2651'
 FA2651'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2651
 FA2651                          STATION RECOVERY (1990)
 FA2651
 FA2651'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA2651'STATION WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED--ROAD HAS
 FA2651'BEEN WIDENED AND REFERENCES PUT MARK UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3041 ***********************************************************************
 FA3041  DESIGNATION -  BARN
 FA3041  PID         -  FA3041
 FA3041  STATE/COUNTY-  NC/CATAWBA
 FA3041  USGS QUAD   -  BETHLEHEM (1993)
 FA3041
 FA3041                         *CURRENT SURVEY CONTROL
 FA3041  ___________________________________________________________________
 FA3041* NAD 83(2007)-  35 47 24.99093(N)    081 18 44.95842(W)     ADJUSTED  
 FA3041* NAVD 88     -       323.5    (meters)    1061.     (feet)  VERTCON   
 FA3041  ___________________________________________________________________
 FA3041  EPOCH DATE  -        2002.00
 FA3041  X           -     782,396.615 (meters)                     COMP
 FA3041  Y           -  -5,120,448.903 (meters)                     COMP
 FA3041  Z           -   3,709,510.796 (meters)                     COMP
 FA3041  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 FA3041  ELLIP HEIGHT-         291.189 (meters)          (02/10/07) ADJUSTED
 FA3041  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 FA3041
 FA3041  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3041  Type    PID    Designation                      North   East  Ellip
 FA3041  -------------------------------------------------------------------
 FA3041  NETWORK FA3041 BARN                              4.27   2.16   6.62
 FA3041  -------------------------------------------------------------------
 FA3041
 FA3041.The horizontal coordinates were established by GPS observations
 FA3041.and adjusted by the National Geodetic Survey in February 2007.
 FA3041
 FA3041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3041.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3041.The horizontal coordinates are valid at the epoch date displayed above.
 FA3041.The epoch date for horizontal control is a decimal equivalence
 FA3041.of Year/Month/Day.
 FA3041
 FA3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3041
 FA3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3041
 FA3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3041
 FA3041.The ellipsoidal height was determined by GPS observations
 FA3041.and is referenced to NAD 83.
 FA3041
 FA3041.The geoid height was determined by GEOID03.
 FA3041
 FA3041;                    North         East     Units Scale Factor Converg.
 FA3041;SPC NC       -   228,766.384   400,584.401   MT  0.99991666   -1 20 04.9
 FA3041;SPC NC       -   750,544.38  1,314,250.66   sFT  0.99991666   -1 20 04.9
 FA3041;UTM  17      - 3,960,732.355   471,761.733   MT  0.99960983   -0 10 57.9
 FA3041
 FA3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3041!SPC NC       -   0.99995430  x   0.99991666  =   0.99987096
 FA3041!UTM  17      -   0.99995430  x   0.99960983  =   0.99956415
 FA3041
 FA3041|---------------------------------------------------------------------|
 FA3041| PID    Reference Object                     Distance      Geod. Az  |
 FA3041|                                                           dddmmss.s |
 FA3041| FA3063 OAK                                 168.772 METERS 07214     |
 FA3041| FA3061 MAGNOLIA                            444.257 METERS 2351050.2 |
 FA3041|---------------------------------------------------------------------|
 FA3041
 FA3041                          SUPERSEDED SURVEY CONTROL
 FA3041
 FA3041  NAD 83(1986)-  35 47 24.99758(N)    081 18 44.96299(W) AD(       ) 2
 FA3041  NAD 27      -  35 47 24.51769(N)    081 18 45.65684(W) AD(       ) 2
 FA3041  NGVD 29 (02/04/93)  323.7    (m)         1062.     (f) GPS OBS     3  
 FA3041
 FA3041.Superseded values are not recommended for survey control.
 FA3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3041.See file dsdata.txt to determine how the superseded data were derived.
 FA3041
 FA3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7176260732(NAD 83)
 FA3041_MARKER: DH = HORIZONTAL CONTROL DISK
 FA3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3041_SP_SET: CONCRETE POST
 FA3041_STAMPING: BARN 1967
 FA3041_MARK LOGO: NCGS  
 FA3041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3041+STABILITY: SURFACE MOTION
 FA3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3041+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1989
 FA3041
 FA3041  HISTORY     - Date     Condition        Report By
 FA3041  HISTORY     - 1967     MONUMENTED       NCGS
 FA3041  HISTORY     - 1967     GOOD             NCGS
 FA3041  HISTORY     - 1975     GOOD             NCDOT
 FA3041  HISTORY     - 1986     GOOD             NGS
 FA3041  HISTORY     - 19890131 GOOD             NCGS
 FA3041
 FA3041                          STATION DESCRIPTION
 FA3041
 FA3041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3041'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3041'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3041'
 FA3041'BARN IS LOCATED APPROXIMATELY 4.3 MILES NNE OF THE CENTER OF
 FA3041'HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 FA3041'127 WITH SOUTHERN RR IN HICKORY, GO NORTH ON NC 127 FOR 4.45
 FA3041'MILES TO STATION.  WHICH IS ON THE WEST SHOULDER OF NC 127 IN
 FA3041'LINE BETWEEN TP 139, AND W SIDE NC 127, SOUTH OF ENTRANCE TO
 FA3041'LAKEVIEW FARMS.
 FA3041'
 FA3041'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3041'BARN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3041'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3041'
 FA3041'MARK IS
 FA3041'
 FA3041'18.4 FT NW OF C/L OF NC 127
 FA3041'
 FA3041'13.3 FT SE OF TP 139 ON NW BANK OF NC 127, ALONG FENCE LINE
 FA3041'AND WITH ALUMINUM REF. TAG
 FA3041'
 FA3041'132.0 FT NE OF TP 138 ON W SIDE OF NC 127, WITH ALUMINUM REF. TAG
 FA3041'
 FA3041'93.5 FT SW OF ENTRANCE TO LAKEVIEW FARMS
 FA3041'
 FA3041'123.8 FT SW OF TP 140 ON NE SIDE OF DRIVEWAY TO LAKEVIEW
 FA3041'FARMS, WITH ALUMINUM REF. TAG
 FA3041
 FA3041                          STATION RECOVERY (1967)
 FA3041
 FA3041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967
 FA3041'RECOVERED IN GOOD CONDITION.
 FA3041
 FA3041                          STATION RECOVERY (1975)
 FA3041
 FA3041'RECOVERY NOTE BY 
NC DOT 1975 (TET)
 FA3041'BARN 1967 GOOD.
 FA3041
 FA3041                          STATION RECOVERY (1986)
 FA3041
 FA3041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA3041'THE STATION WAS RECOVERED AT THIS DATE,
 FA3041'IN GOOD CONDITION.
 FA3041'
 FA3041'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI)
 FA3041'SOUTH OF LITTLE RIVER,
 FA3041'6.9 KM (4.3 MI) NORTH-NORTHEAST OF THE CENTER OF HICKORY AND ON THE
 FA3041'WEST SIDE OF STATE HIGHWAY 127.
 FA3041'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FA3041'
 FA3041'TO REACH THE STATION FROM STATE HIGHWAY 127 AND THE SOUTHERN
 FA3041'RAILROAD OVERPASS WHICH IS JUST NORTH OF 1ST AVENUE SE IN HICKORY, GO
 FA3041'NORTH FOR 7.2 KM (4.45 MI) ON HIGHWAY 127 TO THE STATION ON THE
 FA3041'LEFT AND SOUTH OF AN ENTRANCE TO LAKEVIEW FARMS.
 FA3041'
 FA3041'THE STATION IS A STANDARD NCGS DISK
 FA3041'STAMPED---BARN 1967---,
 FA3041'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FA3041'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 FA3041'37.73 METERS (123.8 FT) SOUTHWEST FROM THE TELEPHONE POLE NUMBER
 FA3041'189 WITH AN ALUMINUM TRIANGULAR TAG,
 FA3041'28.50 METERS (93.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF THE
 FA3041'ENTRANCE TO LAKEVIEW FARMS,
 FA3041'22.86 METERS (75.0 FT) NORTHEAST FROM THE POWER POLE NUMBER 13141,
 FA3041'5.61 METERS (18.4 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 FA3041'HIGHWAY 127 AND
 FA3041'4.05 METERS (13.3 FT) SOUTHEAST FROM THE TELEPHONE POLE NUMBER 188
 FA3041'WITH AN ALUMINUM TRIANGULAR TAG.
 FA3041'
 FA3041'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA3041'MARCH 1986.
 FA3041'
 FA3041'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA3041'
 FA3041'DESCRIBED BY J.N. LEONHARDT.
 FA3041
 FA3041                          STATION RECOVERY (1989)
 FA3041
 FA3041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA3041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3503 ***********************************************************************
 FA3503  DESIGNATION -  BARN
 FA3503  PID         -  FA3503
 FA3503  STATE/COUNTY-  NC/BURKE
 FA3503  USGS QUAD   -  GLEN ALPINE (1994)
 FA3503
 FA3503                         *CURRENT SURVEY CONTROL
 FA3503  ___________________________________________________________________
 FA3503* NAD 83(2001)-  35 41 25.81739(N)    081 51 21.00804(W)     ADJUSTED  
 FA3503* NAVD 88     -       350.2    (meters)    1149.     (feet)  VERTCON   
 FA3503  ___________________________________________________________________
 FA3503  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 FA3503  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FA3503  HORZ ORDER  -  SECOND
 FA3503
 FA3503.The horizontal coordinates were established by classical geodetic methods
 FA3503.and adjusted by the National Geodetic Survey in August 2005.
 FA3503
 FA3503.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3503
 FA3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3503
 FA3503.The geoid height was determined by GEOID03.
 FA3503
 FA3503;                    North         East     Units Scale Factor Converg.
 FA3503;SPC NC       -   218,980.433   351,167.241   MT  0.99990183   -1 38 53.9
 FA3503;SPC NC       -   718,438.30  1,152,121.19   sFT  0.99990183   -1 38 53.9
 FA3503;UTM  17      - 3,949,959.220   422,564.387   MT  0.99967389   -0 29 57.6
 FA3503
 FA3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3503!SPC NC       -   0.99995006  x   0.99990183  =   0.99985189
 FA3503!UTM  17      -   0.99995006  x   0.99967389  =   0.99962397
 FA3503
 FA3503:                Primary Azimuth Mark                     Grid Az
 FA3503:SPC NC       -  ST JOHNS                                 304 54 08.2
 FA3503:UTM  17      -  ST JOHNS                                 303 45 11.9
 FA3503
 FA3503|---------------------------------------------------------------------|
 FA3503| PID    Reference Object                     Distance      Geod. Az  |
 FA3503|                                                           dddmmss.s |
 FA3503| FA3555 ST JOHNS                            APPROX. 3.2 KM 3031514.3 |
 FA3503|---------------------------------------------------------------------|
 FA3503
 FA3503                          SUPERSEDED SURVEY CONTROL
 FA3503
 FA3503  NAD 83(1995)-  35 41 25.81745(N)    081 51 21.00831(W) AD(       ) 2
 FA3503  NAD 83(1986)-  35 41 25.82202(N)    081 51 21.00720(W) AD(       ) 2
 FA3503  NAD 27      -  35 41 25.36992(N)    081 51 21.63796(W) AD(       ) 2
 FA3503  NGVD 29 (07/19/86)  350.3    (m)         1149.     (f) VERT ANG    3  
 FA3503
 FA3503.Superseded values are not recommended for survey control.
 FA3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3503.See file dsdata.txt to determine how the superseded data were derived.
 FA3503
 FA3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2256449959(NAD 83)
 FA3503_MARKER: DE = TRAVERSE STATION DISK
 FA3503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3503_SP_SET: CONCRETE POST
 FA3503_STAMPING: BARN 1969
 FA3503_MARK LOGO: NCGS  
 FA3503_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3503+STABILITY: SURFACE MOTION
 FA3503
 FA3503  HISTORY     - Date     Condition        Report By
 FA3503  HISTORY     - 1969     MONUMENTED       NCGS
 FA3503  HISTORY     - 1969     GOOD             NCGS
 FA3503  HISTORY     - 1975     GOOD             NGS
 FA3503  HISTORY     - 19870101 GOOD             NCGS
 FA3503
 FA3503                          STATION DESCRIPTION
 FA3503
 FA3503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3503'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3503'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3503'
 FA3503'BARN IS LOCATED APPROXIMATELY 10.2 MILES WSW OF MORGANTON.  STATION
 FA3503'IS ON THE SOUTH SIDE OF EAST BOUND LANE OF I-40, 0.65 MILE EAST
 FA3503'OF BRIDGE OVER MUDDY CREEK AND 0.85 MILE WEST OF SR 1129
 FA3503'(DYSARTVILLE RD.).
 FA3503'
 FA3503'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3503'BARN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3503'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3503'
 FA3503'MARK IS
 FA3503'
 FA3503'102.9 FT SW OF C/L OF W BOUND LANE OF I-40
 FA3503'
 FA3503'42.6 FT SW OF CONCRETE SLAB 412
 FA3503'
 FA3503'38.4 FT SW OF C/L OF E BOUND LANE OF I-40
 FA3503'
 FA3503'38.0 FT NNE OF 4 INCH PINE WITH ALUMINUM REF. TAG
 FA3503'
 FA3503'117.3 FT SW OF END OF GUARD RAIL ON E LANE
 FA3503'
 FA3503'18.6 FT SSW OF REFLECTOR POST
 FA3503
 FA3503                          STATION RECOVERY (1969)
 FA3503
 FA3503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3503'RECOVERED IN GOOD CONDITION.
 FA3503
 FA3503                          STATION RECOVERY (1975)
 FA3503
 FA3503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWC)
 FA3503'CONDITION--GOOD.
 FA3503
 FA3503                          STATION RECOVERY (1987)
 FA3503
 FA3503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3503'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW. THE
 FA3503'GUARDRAIL HAS BEEN MOVED AND THE REFELECTOR POST IS GONE.
 FA3503'ADDITIONAL REFERENCES ARE AS FOLLOWS, 3.70 METERS (12.2 FT) NORTH OF A
 FA3503'6 INCH VIRGINIA PINE, 7.40 METERS (24.2 FT) EAST-NORTHEAST OF A 12
 FA3503'INCH VIRGINIA PINE BOTH WITH REFERENCE TAGS.
 FA3503'LINES OF SIGHT ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1993 ***********************************************************************
 EB1993  DESIGNATION -  BARN
 EB1993  PID         -  EB1993
 EB1993  STATE/COUNTY-  NC/PENDER
 EB1993  USGS QUAD   -  COSTIN (1984)
 EB1993
 EB1993                         *CURRENT SURVEY CONTROL
 EB1993  ___________________________________________________________________
 EB1993* NAD 83(2001)-  34 34 06.88392(N)    078 05 53.33885(W)     ADJUSTED  
 EB1993* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 EB1993  ___________________________________________________________________
 EB1993  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 EB1993  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EB1993  HORZ ORDER  -  SECOND
 EB1993
 EB1993.The horizontal coordinates were established by classical geodetic methods
 EB1993.and adjusted by the National Geodetic Survey in August 2005.
 EB1993
 EB1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1993
 EB1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1993
 EB1993.The geoid height was determined by GEOID03.
 EB1993
 EB1993;                    North         East     Units Scale Factor Converg.
 EB1993;SPC NC       -    91,182.529   692,353.410   MT  0.99994316   +0 31 13.9
 EB1993;SPC NC       -   299,154.68  2,271,496.15   sFT  0.99994316   +0 31 13.9
 EB1993;UTM  17      - 3,829,028.905   766,221.794   MT  1.00047367   +1 38 50.8
 EB1993
 EB1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1993!SPC NC       -   1.00000272  x   0.99994316  =   0.99994588
 EB1993!UTM  17      -   1.00000272  x   1.00047367  =   1.00047639
 EB1993
 EB1993:                Primary Azimuth Mark                     Grid Az
 EB1993:SPC NC       -  AMCO                                     349 32 06.8
 EB1993:UTM  17      -  AMCO                                     348 24 29.9
 EB1993
 EB1993|---------------------------------------------------------------------|
 EB1993| PID    Reference Object                     Distance      Geod. Az  |
 EB1993|                                                           dddmmss.s |
 EB1993| EB1992 AMCO                                APPROX. 0.7 KM 3500320.7 |
 EB1993|---------------------------------------------------------------------|
 EB1993
 EB1993                          SUPERSEDED SURVEY CONTROL
 EB1993
 EB1993  NAD 83(1986)-  34 34 06.89339(N)    078 05 53.35640(W) AD(       ) 2
 EB1993  NAD 27      -  34 34 06.28602(N)    078 05 54.37970(W) AD(       ) 2
 EB1993  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG    3  
 EB1993
 EB1993.Superseded values are not recommended for survey control.
 EB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1993.See file dsdata.txt to determine how the superseded data were derived.
 EB1993
 EB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6622229029(NAD 83)
 EB1993_MARKER: DE = TRAVERSE STATION DISK
 EB1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1993_STAMPING: BARN 1973
 EB1993_MARK LOGO: NCGS  
 EB1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1993+STABILITY: SURFACE MOTION
 EB1993
 EB1993  HISTORY     - Date     Condition        Report By
 EB1993  HISTORY     - 1973     MONUMENTED       NCGS
 EB1993
 EB1993                          STATION DESCRIPTION
 EB1993
 EB1993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1993'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1993'VICINITY OF ATKINSON, NORTH CAROLINA.
 EB1993'
 EB1993'BARN IS LOCATED APPROXIMATELY 4.9 MILES NE OF ATKINSON, AND 6.8 MILES
 EB1993'SSW OF PENDERLEA.  TO REACH STATION FROM THE INTERSECTION OF US 421
 EB1993'WITH NC 53 (WARDS CORNER) WEST OF BURGAW.  PROCEED NORTH ALONG US
 EB1993'421 FOR 2.85 MILES TO STATION ON THE LEFT, 0.2 MILES NORTH OF
 EB1993'INTERSECTION WITH SR 1216.
 EB1993'
 EB1993'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARN
 EB1993'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB1993'FLUSH WITH THE GROUND.
 EB1993'
 EB1993'MARK IS
 EB1993'
 EB1993'37.6 FEET W OF C/L OF US 421.
 EB1993'4.2 FEET SW OF THE NORTH END OF CULVERT UNDER ENTRANCE TO BARN.
 EB1993'6.9 FEET N OF C/L OF DRIVE TO BARN.
 EB1993'58.8 FEET SSE OF PP NO. 11163 W/ALUMINUM REF. TAG.
 EB1993'47.8 FEET ESE OF 13 INCH W/ALUMINUM REF. TAG.
 EB1993'44.3 FEET NE OF 5 INCH PINE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2137 ***********************************************************************
 EB2137  DESIGNATION -  BARN
 EB2137  PID         -  EB2137
 EB2137  STATE/COUNTY-  NC/BRUNSWICK
 EB2137  USGS QUAD   -  BOLIVIA (1990)
 EB2137
 EB2137                         *CURRENT SURVEY CONTROL
 EB2137  ___________________________________________________________________
 EB2137* NAD 83(2001)-  34 02 32.83562(N)    078 12 18.78470(W)     ADJUSTED  
 EB2137* NAVD 88     -         8.7    (meters)      29.     (feet)  VERTCON   
 EB2137  ___________________________________________________________________
 EB2137  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 EB2137  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 EB2137  HORZ ORDER  -  SECOND
 EB2137
 EB2137.The horizontal coordinates were established by classical geodetic methods
 EB2137.and adjusted by the National Geodetic Survey in August 2005.
 EB2137
 EB2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2137
 EB2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2137
 EB2137.The geoid height was determined by GEOID03.
 EB2137
 EB2137;                    North         East     Units Scale Factor Converg.
 EB2137;SPC NC       -    32,737.887   682,996.498   MT  1.00009324   +0 27 31.4
 EB2137;SPC NC       -   107,407.55  2,240,797.68   sFT  1.00009324   +0 27 31.4
 EB2137;UTM  17      - 3,770,387.468   758,002.081   MT  1.00042064   +1 33 55.5
 EB2137
 EB2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2137!SPC NC       -   1.00000435  x   1.00009324  =   1.00009759
 EB2137!UTM  17      -   1.00000435  x   1.00042064  =   1.00042499
 EB2137
 EB2137:                Primary Azimuth Mark                     Grid Az
 EB2137:SPC NC       -  LOOKOUT                                  260 12 31.4
 EB2137:UTM  17      -  LOOKOUT                                  259 06 07.3
 EB2137
 EB2137|---------------------------------------------------------------------|
 EB2137| PID    Reference Object                     Distance      Geod. Az  |
 EB2137|                                                           dddmmss.s |
 EB2137| EB2135 LOOKOUT                             APPROX. 0.7 KM 2604002.8 |
 EB2137|---------------------------------------------------------------------|
 EB2137
 EB2137                          SUPERSEDED SURVEY CONTROL
 EB2137
 EB2137  NAD 83(1986)-  34 02 32.84400(N)    078 12 18.79472(W) AD(       ) 2
 EB2137  NAD 27      -  34 02 32.22548(N)    078 12 19.80564(W) AD(       ) 2
 EB2137  NGVD 29 (07/19/86)    9.0    (m)           30.     (f) VERT ANG    3  
 EB2137
 EB2137.Superseded values are not recommended for survey control.
 EB2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2137.See file dsdata.txt to determine how the superseded data were derived.
 EB2137
 EB2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5800270387(NAD 83)
 EB2137_MARKER: DE = TRAVERSE STATION DISK
 EB2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2137_STAMPING: BARN 1975
 EB2137_MARK LOGO: NCGS  
 EB2137_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 EB2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2137+STABILITY: SURFACE MOTION
 EB2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2137+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1998
 EB2137
 EB2137  HISTORY     - Date     Condition        Report By
 EB2137  HISTORY     - 1975     MONUMENTED       NCGS
 EB2137  HISTORY     - 19981026 GOOD             NCGS
 EB2137  HISTORY     - 19981026 GOOD             NCGS
 EB2137  HISTORY     - 20010331 GOOD             NGS
 EB2137
 EB2137                          STATION DESCRIPTION
 EB2137
 EB2137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2137'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2137'VICINITY OF BOLIVIA, NORTH CAROLINA.
 EB2137'
 EB2137'BARN IS LOCATED APPROXIMATELY 3.7 MILES WSW OF BOLIVIA, AND 4.2
 EB2137'MILES ENE OF SUPPLY.  TO REACH STATION FROM INTERSECTION OF NC 211
 EB2137'WITH U.S. 17 AT SUPPLY, PROCEED NE ALONG U.S. 17 FOR 4.65 MILES TO
 EB2137'STATION ON THE RIGHT IN SOUTH SHOULDER, APPROXIMATELY 175 FEET SW
 EB2137'OF A BLOCK TOBACCO BARN, AND 0.5 MILE WEST OF THE INTERSECTION
 EB2137'WITH SR 1403, AND 0.4 MILE EAST OF THE BOLIVIA FIRE LOOKOUT
 EB2137'TOWER.
 EB2137'
 EB2137'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARN
 EB2137'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB2137'INCHES BELOW THE SURFACE OF THE GROUND.
 EB2137'
 EB2137'MARK IS 18.0 FT S OF C/L OF U.S. 17
 EB2137'
 EB2137'177.4 FT SW OF SW CORNER OF TOBACCO BARN
 EB2137'
 EB2137'134.2 FT E OF PP WITH ALUMINUM REF. TAG
 EB2137'
 EB2137'149.6 FT ESE OF TP WITH ALUMINUM REF. TAG
 EB2137'
 EB2137'238.5 FT W OF PP WITH ALUMINUM REF. TAG
 EB2137
 EB2137                          STATION RECOVERY (1998)
 EB2137
 EB2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2137'U.S. 17 IN THE DESCRIPTION IS NOW U.S.  17 BUSINESS.  THE MARK IS
 EB2137'9-INCHES BELOW THE SURFACE OF THE GROUND AND ABOUT 1.5 FEET (0.5 M)
 EB2137'LOWER THAN CENTERLINE OF U.S.  17 BUSINESS.
 EB2137
 EB2137                          STATION RECOVERY (1998)
 EB2137
 EB2137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2137'RECOVERED AS DESCRIBED.
 EB2137
 EB2137                          STATION RECOVERY (2001)
 EB2137
 EB2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EB2137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2275 ***********************************************************************
 EB2275  DESIGNATION -  BARN
 EB2275  PID         -  EB2275
 EB2275  STATE/COUNTY-  NC/COLUMBUS
 EB2275  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2275
 EB2275                         *CURRENT SURVEY CONTROL
 EB2275  ___________________________________________________________________
 EB2275* NAD 83(2001)-  34 14 30.45201(N)    078 49 18.25129(W)     ADJUSTED  
 EB2275* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 EB2275  ___________________________________________________________________
 EB2275  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EB2275  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EB2275  HORZ ORDER  -  SECOND
 EB2275
 EB2275.The horizontal coordinates were established by classical geodetic methods
 EB2275.and adjusted by the National Geodetic Survey in August 2005.
 EB2275
 EB2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2275
 EB2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2275
 EB2275.The geoid height was determined by GEOID03.
 EB2275
 EB2275;                    North         East     Units Scale Factor Converg.
 EB2275;SPC NC       -    54,571.670   626,023.678   MT  1.00002661   +0 06 10.4
 EB2275;SPC NC       -   179,040.55  2,053,879.35   sFT  1.00002661   +0 06 10.4
 EB2275;UTM  17      - 3,791,112.241   700,604.041   MT  1.00009607   +1 13 33.9
 EB2275
 EB2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2275!SPC NC       -   1.00000024  x   1.00002661  =   1.00002685
 EB2275!UTM  17      -   1.00000024  x   1.00009607  =   1.00009631
 EB2275
 EB2275:                Primary Azimuth Mark                     Grid Az
 EB2275:SPC NC       -  NELSON                                   018 26 47.0
 EB2275:UTM  17      -  NELSON                                   017 19 23.5
 EB2275
 EB2275|---------------------------------------------------------------------|
 EB2275| PID    Reference Object                     Distance      Geod. Az  |
 EB2275|                                                           dddmmss.s |
 EB2275| EB2307 NELSON                              APPROX. 0.6 KM 0183257.4 |
 EB2275|---------------------------------------------------------------------|
 EB2275
 EB2275                          SUPERSEDED SURVEY CONTROL
 EB2275
 EB2275  NAD 83(1986)-  34 14 30.45752(N)    078 49 18.25504(W) AD(       ) 2
 EB2275  NAD 27      -  34 14 29.85051(N)    078 49 19.18230(W) AD(       ) 2
 EB2275  NGVD 29 (07/19/86)   33.2    (m)          109.     (f) VERT ANG    3  
 EB2275
 EB2275.Superseded values are not recommended for survey control.
 EB2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2275.See file dsdata.txt to determine how the superseded data were derived.
 EB2275
 EB2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0060491112(NAD 83)
 EB2275_MARKER: DE = TRAVERSE STATION DISK
 EB2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2275_STAMPING: BARN 1969
 EB2275_MARK LOGO: NCGS  
 EB2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2275+STABILITY: SURFACE MOTION
 EB2275
 EB2275  HISTORY     - Date     Condition        Report By
 EB2275  HISTORY     - 1969     MONUMENTED       NCGS
 EB2275
 EB2275                          STATION DESCRIPTION
 EB2275
 EB2275'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2275'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2275'THE VICINTY OF WHITEVILLE, NORTH CAROLINA.
 EB2275'
 EB2275'BARN IS LOCATED APPROXIMATELY 2.55 MILES NNE OF CLARENDON AND
 EB2275'1.7 MILES SOUTHEAST OF WARDS.  TO REACH STATION PROCEED FOR Y
 EB2275'INTERSECTION OF U.S. 701 AND NC 410, GO NORTH ON NC 410 FOR
 EB2275'5.4 MILES TO INTERSECTION OF NC 410 AND SR 1329, CONTINUE NORTH
 EB2275'ON NC 410 FOR 0.65 MILE TO STATION ON LEFT UNDER SOUTHWEST
 EB2275'CORNER OF ROOF OF TOBACCO BARN AND 0.4 MILE SOUTH OF
 EB2275'INTERSECTION OF NC 410 AND SR 1324.
 EB2275'
 EB2275'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2275'BARN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2275'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2275'
 EB2275'MARK IS
 EB2275'
 EB2275'7.8 FT ENE OF EDGE OF BARN - SE
 EB2275'
 EB2275'40.8 FT WNW OF C/L OF NC 410
 EB2275'
 EB2275'104.4 FT WSW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EB2275'
 EB2275'33.6 FT SW OF S END OF CULVERT
 EB2275'
 EB2275'50.6 FT SSW OF NORTH END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2912 ***********************************************************************
 EA2912  DESIGNATION -  BARN
 EA2912  PID         -  EA2912
 EA2912  STATE/COUNTY-  NC/ONSLOW
 EA2912  USGS QUAD   -  LYMAN (1981)
 EA2912
 EA2912                         *CURRENT SURVEY CONTROL
 EA2912  ___________________________________________________________________
 EA2912* NAD 83(2001)-  34 50 15.06029(N)    077 39 24.68724(W)     ADJUSTED  
 EA2912* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 EA2912  ___________________________________________________________________
 EA2912  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 EA2912  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EA2912  HORZ ORDER  -  SECOND
 EA2912
 EA2912.The horizontal coordinates were established by classical geodetic methods
 EA2912.and adjusted by the National Geodetic Survey in August 2005.
 EA2912
 EA2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2912
 EA2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2912
 EA2912.The geoid height was determined by GEOID03.
 EA2912
 EA2912;                    North         East     Units Scale Factor Converg.
 EA2912;SPC NC       -   121,469.908   732,439.906   MT  0.99989856   +0 46 30.8
 EA2912;SPC NC       -   398,522.52  2,403,013.26   sFT  0.99989856   +0 46 30.8
 EA2912;UTM  18      - 3,858,243.720   257,048.589   MT  1.00032755   -1 31 06.5
 EA2912
 EA2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2912!SPC NC       -   1.00000157  x   0.99989856  =   0.99990013
 EA2912!UTM  18      -   1.00000157  x   1.00032755  =   1.00032912
 EA2912
 EA2912:                Primary Azimuth Mark                     Grid Az
 EA2912:SPC NC       -  HARRELL                                  103 28 01.2
 EA2912:UTM  18      -  HARRELL                                  105 45 38.5
 EA2912
 EA2912|---------------------------------------------------------------------|
 EA2912| PID    Reference Object                     Distance      Geod. Az  |
 EA2912|                                                           dddmmss.s |
 EA2912| EA2917 HARRELL                             APPROX. 0.7 KM 1041432.0 |
 EA2912| EA2919 OAK                                 389.495 METERS 27920     |
 EA2912|---------------------------------------------------------------------|
 EA2912
 EA2912                          SUPERSEDED SURVEY CONTROL
 EA2912
 EA2912  NAD 83(1986)-  34 50 15.06999(N)    077 39 24.69896(W) AD(       ) 2
 EA2912  NAD 27      -  34 50 14.47877(N)    077 39 25.80163(W) AD(       ) 2
 EA2912  NGVD 29 (07/19/86)   27.     (m)           89.     (f) VERT ANG    3  
 EA2912
 EA2912.Superseded values are not recommended for survey control.
 EA2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2912.See file dsdata.txt to determine how the superseded data were derived.
 EA2912
 EA2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5704958244(NAD 83)
 EA2912_MARKER: DE = TRAVERSE STATION DISK
 EA2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2912_STAMPING: BARN 1968
 EA2912_MARK LOGO: NCGS  
 EA2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2912+STABILITY: SURFACE MOTION
 EA2912
 EA2912  HISTORY     - Date     Condition        Report By
 EA2912  HISTORY     - 1968     MONUMENTED       NCGS
 EA2912
 EA2912                          STATION DESCRIPTION
 EA2912
 EA2912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2912'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2912'IN THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA2912'
 EA2912'BARN IS LOCATED APPROXIMATELY 7.4 MILES SOUTHWEST OF
 EA2912'RICHLANDS.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EA2912'SR 1001 WITH NC 24 AND U.S. 258, GO WESTERLY ON SR 1001 FOR 9.15
 EA2912'MILES TO STATION.  WHICH IS ON THE NORTH SHOULDER OF SR 1001,
 EA2912'ON WEST SIDE OF FARM ROAD, AND 0.55 MILE EAST OF ONSLOW-DUPLIN
 EA2912'COUNTY LINE.
 EA2912'
 EA2912'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2912'BARN 1968, SET IN THE TOP OF A CONCRETE CYKLINDER, THE TOP OF
 EA2912'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2912'
 EA2912'MARK IS
 EA2912'
 EA2912'13.9 FT N OF C/L OF SR 1001
 EA2912'
 EA2912'11.7 FT SW OF PP 872 ON N SIDE OF SR 1001, AND WITH
 EA2912'ALUMINUM REF. TAG
 EA2912'
 EA2912'24.4 FT SE OF E END OF CULVERT UNDER FARM ROAD
 EA2912'
 EA2912'41.2 FT SE OF FENCE POST (1ST POST W SIDE OF FARM ROAD), AND
 EA2912'WITH ALUMINUM REF. TAG
 EA2912'
 EA2912'58.0 FT NNE OF 10 INCH PINE TREE ON S SIDE OF SR 1001, AND
 EA2912'WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4142 ***********************************************************************
 EZ4142  DESIGNATION -  BARN
 EZ4142  PID         -  EZ4142
 EZ4142  STATE/COUNTY-  NC/JOHNSTON
 EZ4142  USGS QUAD   -  KENLY EAST (1978)
 EZ4142
 EZ4142                         *CURRENT SURVEY CONTROL
 EZ4142  ___________________________________________________________________
 EZ4142* NAD 83(2001)-  35 34 59.61075(N)    078 06 29.37055(W)     ADJUSTED  
 EZ4142* NAVD 88     -        66.     (meters)     217.     (feet)  VERTCON   
 EZ4142  ___________________________________________________________________
 EZ4142  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EZ4142  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EZ4142  HORZ ORDER  -  SECOND
 EZ4142
 EZ4142.The horizontal coordinates were established by classical geodetic methods
 EZ4142.and adjusted by the National Geodetic Survey in August 2005.
 EZ4142
 EZ4142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4142
 EZ4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4142
 EZ4142.The geoid height was determined by GEOID03.
 EZ4142
 EZ4142;                    North         East     Units Scale Factor Converg.
 EZ4142;SPC NC       -   203,724.205   690,423.870   MT  0.99988927   +0 30 53.1
 EZ4142;SPC NC       -   668,385.16  2,265,165.65   sFT  0.99988927   +0 30 53.1
 EZ4142;UTM  17      - 3,941,573.417   762,035.477   MT  1.00044622   +1 41 01.2
 EZ4142
 EZ4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4142!SPC NC       -   0.99999513  x   0.99988927  =   0.99988440
 EZ4142!UTM  17      -   0.99999513  x   1.00044622  =   1.00044134
 EZ4142
 EZ4142:                Primary Azimuth Mark                     Grid Az
 EZ4142:SPC NC       -  RHODA                                    121 42 44.1
 EZ4142:UTM  17      -  RHODA                                    120 32 36.0
 EZ4142
 EZ4142|---------------------------------------------------------------------|
 EZ4142| PID    Reference Object                     Distance      Geod. Az  |
 EZ4142|                                                           dddmmss.s |
 EZ4142| EZ4156 RHODA                               APPROX. 0.8 KM 1221337.2 |
 EZ4142|---------------------------------------------------------------------|
 EZ4142
 EZ4142                          SUPERSEDED SURVEY CONTROL
 EZ4142
 EZ4142  NAD 83(1986)-  35 34 59.61833(N)    078 06 29.38139(W) AD(       ) 2
 EZ4142  NAD 27      -  35 34 59.04327(N)    078 06 30.41071(W) AD(       ) 2
 EZ4142  NGVD 29 (07/19/86)   66.     (m)          217.     (f) VERT ANG    3  
 EZ4142
 EZ4142.Superseded values are not recommended for survey control.
 EZ4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4142.See file dsdata.txt to determine how the superseded data were derived.
 EZ4142
 EZ4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6203541573(NAD 83)
 EZ4142_MARKER: DE = TRAVERSE STATION DISK
 EZ4142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4142_STAMPING: BARN 1967
 EZ4142_MARK LOGO: NCGS  
 EZ4142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4142+STABILITY: SURFACE MOTION
 EZ4142
 EZ4142  HISTORY     - Date     Condition        Report By
 EZ4142  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4142
 EZ4142                          STATION DESCRIPTION
 EZ4142
 EZ4142'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4142'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4142'THE VICINITY OF WILSON, NORTH CAROLINA.
 EZ4142'
 EZ4142'BARN IS LOCATED APPROXIMATELY 1.4 MILES SOUTHEAST OF THE
 EZ4142'CENTER OF KENLY.  TO REACH STATION PROCEED FROM THE
 EZ4142'INTERSECTION OF NC 222 WITH U.S. 301 IN KENLY, GO SOUTHEAST ON
 EZ4142'NC 222 FOR 1.3 MILES TO STATION.  WHICH IS ON THE NORTHEAST
 EZ4142'SHOULDER OF NC 222, ABOUT 150 FEET SOUTHEAST OF RED BARN AND
 EZ4142'0.5 MILE WEST OF INTERSECTION OF SR 2348 WITH NC 222.
 EZ4142'
 EZ4142'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4142'BARN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4142'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4142'
 EZ4142'MARK IS 16.6 FT NNE OF C/L OF NC 222
 EZ4142'
 EZ4142'108.8 FT NNW OF 30 INCH OAK TREE ON S BANK OF NC 222 WITH
 EZ4142'ALUMINUM REF. TAG
 EZ4142'
 EZ4142'51.9 FT W OF S POLE OF SIGN FIELDS MOTORS INC., WITH ALUMINUM
 EZ4142'REF. TAG
 EZ4142'
 EZ4142'80.8 FT WNW OF 4X4 POST WITH HIGHWAY R/W SIGN, WITH ALUMINUM
 EZ4142'REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5411 ***********************************************************************
 EZ5411  DESIGNATION -  BARN
 EZ5411  PID         -  EZ5411
 EZ5411  STATE/COUNTY-  NC/WAKE
 EZ5411  USGS QUAD   -  CARY (1993)
 EZ5411
 EZ5411                         *CURRENT SURVEY CONTROL
 EZ5411  ___________________________________________________________________
 EZ5411* NAD 83(2001)-  35 49 06.48450(N)    078 52 24.04346(W)     ADJUSTED  
 EZ5411* NAVD 88     -       116.1    (meters)     381.     (feet)  VERTCON   
 EZ5411  ___________________________________________________________________
 EZ5411  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 EZ5411  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EZ5411  HORZ ORDER  -  SECOND
 EZ5411
 EZ5411.The horizontal coordinates were established by classical geodetic methods
 EZ5411.and adjusted by the National Geodetic Survey in August 2005.
 EZ5411
 EZ5411.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5411
 EZ5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5411
 EZ5411.The geoid height was determined by GEOID03.
 EZ5411
 EZ5411;                    North         East     Units Scale Factor Converg.
 EZ5411;SPC NC       -   229,466.935   621,046.077   MT  0.99992140   +0 04 23.2
 EZ5411;SPC NC       -   752,842.77  2,037,548.67   sFT  0.99992140   +0 04 23.2
 EZ5411;UTM  17      - 3,965,901.367   692,122.650   MT  1.00005485   +1 14 41.8
 EZ5411
 EZ5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5411!SPC NC       -   0.99998678  x   0.99992140  =   0.99990818
 EZ5411!UTM  17      -   0.99998678  x   1.00005485  =   1.00004162
 EZ5411
 EZ5411|---------------------------------------------------------------------|
 EZ5411| PID    Reference Object                     Distance      Geod. Az  |
 EZ5411|                                                           dddmmss.s |
 EZ5411| EZ2157 SWITCH                              191.672 METERS 02530     |
 EZ5411| EZ5434 MARKET                              APPROX. 0.5 KM 3533321.6 |
 EZ5411|---------------------------------------------------------------------|
 EZ5411
 EZ5411                          SUPERSEDED SURVEY CONTROL
 EZ5411
 EZ5411  NAD 83(1986)-  35 49 06.48687(N)    078 52 24.05428(W) AD(       ) 2
 EZ5411  NAD 27      -  35 49 05.95280(N)    078 52 25.03526(W) AD(       ) 2
 EZ5411  NGVD 29 (07/19/86)  116.4    (m)          382.     (f) VERT ANG    3  
 EZ5411
 EZ5411.Superseded values are not recommended for survey control.
 EZ5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5411.See file dsdata.txt to determine how the superseded data were derived.
 EZ5411
 EZ5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9212365901(NAD 83)
 EZ5411_MARKER: DE = TRAVERSE STATION DISK
 EZ5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5411_STAMPING: BARN 1961
 EZ5411_MARK LOGO: NCGS  
 EZ5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5411+STABILITY: SURFACE MOTION
 EZ5411
 EZ5411  HISTORY     - Date     Condition        Report By
 EZ5411  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5411
 EZ5411                          STATION DESCRIPTION
 EZ5411
 EZ5411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5411'BARN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5411'THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5411'
 EZ5411'BARN IS LOCATED APPROXIMATELY 0.3 MILE SW OF THE CENTER OF
 EZ5411'CARPENTER, N.C. AND 2.8 MILES WEST OF MORRISVILLE, N.C.  TO
 EZ5411'REACH THE STATION PROCEED FROM THE INTERSECTION OF SR 1002
 EZ5411'AND NC 55 IN CARPENTER, N.C..  GO SOUTH ON NC 55 FOR 0.1 MILE
 EZ5411'TO STATION.  THE STATION IS LOCATED ON THE EAST SHOULDER OF
 EZ5411'NC 55 WEST OF THE SOUTH END OF A SMALL POND.
 EZ5411'
 EZ5411'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, SET IN
 EZ5411'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 8 INCHES
 EZ5411'BELOW THE SURFACE OF THE GROUND, MARKED BARN 1961.
 EZ5411'
 EZ5411'MARK IS
 EZ5411'
 EZ5411'18.6 FT E OF C/L OF NC 55
 EZ5411'
 EZ5411'80.7 FT WNW OF PP 55 WITH ALUMINUM REF. TAG
 EZ5411'
 EZ5411'69.8 FT E OF 4 INCH BLACK GUM TREE WITH ALUMINUM REF. TAG
 EZ5411'
 EZ5411'300.0 FT + OR - S OF TOBACCO BARN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3508 ***********************************************************************
 EY3508  DESIGNATION -  BARN
 EY3508  PID         -  EY3508
 EY3508  STATE/COUNTY-  NC/BEAUFORT
 EY3508  USGS QUAD   -  SOUTH CREEK (1993)
 EY3508
 EY3508                         *CURRENT SURVEY CONTROL
 EY3508  ___________________________________________________________________
 EY3508* NAD 83(2007)-  35 17 47.30633(N)    076 43 41.31457(W)     ADJUSTED  
 EY3508* NAVD 88     -         3.077  (meters)      10.10   (feet)  ADJUSTED  
 EY3508  ___________________________________________________________________
 EY3508  EPOCH DATE  -        2002.00
 EY3508  X           -   1,196,404.483 (meters)                     COMP
 EY3508  Y           -  -5,072,274.293 (meters)                     COMP
 EY3508  Z           -   3,664,741.604 (meters)                     COMP
 EY3508  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EY3508  ELLIP HEIGHT-         -34.196 (meters)          (02/10/07) ADJUSTED
 EY3508  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EY3508  DYNAMIC HT  -           3.074 (meters)      10.09  (feet)  COMP
 EY3508
 EY3508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY3508  Type    PID    Designation                      North   East  Ellip
 EY3508  -------------------------------------------------------------------
 EY3508  NETWORK EY3508 BARN                              0.49   0.43   1.31
 EY3508  -------------------------------------------------------------------
 EY3508  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 EY3508
 EY3508  VERT ORDER  -  SECOND    CLASS II
 EY3508
 EY3508.The horizontal coordinates were established by GPS observations
 EY3508.and adjusted by the National Geodetic Survey in February 2007.
 EY3508
 EY3508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY3508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY3508.The horizontal coordinates are valid at the epoch date displayed above.
 EY3508.The epoch date for horizontal control is a decimal equivalence
 EY3508.of Year/Month/Day.
 EY3508
 EY3508.The orthometric height was determined by differential leveling
 EY3508.and adjusted in June 1998.
 EY3508
 EY3508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY3508
 EY3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3508
 EY3508.The ellipsoidal height was determined by GPS observations
 EY3508.and is referenced to NAD 83.
 EY3508
 EY3508.The geoid height was determined by GEOID03.
 EY3508
 EY3508.The dynamic height is computed by dividing the NAVD 88
 EY3508.geopotential number by the normal gravity value computed on the
 EY3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3508.degrees latitude (g = 980.6199 gals.).
 EY3508
 EY3508.The modeled gravity was interpolated from observed gravity values.
 EY3508
 EY3508;                    North         East     Units Scale Factor Converg.
 EY3508;SPC NC       -   173,914.505   816,199.770   MT  0.99987290   +1 18 40.5
 EY3508;SPC NC       -   570,584.51  2,677,815.41   sFT  0.99987290   +1 18 40.5
 EY3508;UTM  18      - 3,907,291.185   342,867.015   MT  0.99990429   -0 59 55.5
 EY3508
 EY3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3508!SPC NC       -   1.00000537  x   0.99987290  =   0.99987827
 EY3508!UTM  18      -   1.00000537  x   0.99990429  =   0.99990966
 EY3508
 EY3508:                Primary Azimuth Mark                     Grid Az
 EY3508:SPC NC       -  PECAN                                    003 39 31.1
 EY3508:UTM  18      -  PECAN                                    005 58 07.1
 EY3508
 EY3508|---------------------------------------------------------------------|
 EY3508| PID    Reference Object                     Distance      Geod. Az  |
 EY3508|                                                           dddmmss.s |
 EY3508| EY3533 PECAN                               APPROX. 2.1 KM 0045811.6 |
 EY3508|---------------------------------------------------------------------|
 EY3508
 EY3508                          SUPERSEDED SURVEY CONTROL
 EY3508
 EY3508  NAD 83(2001)-  35 17 47.30668(N)    076 43 41.31387(W) AD(       ) 1
 EY3508  ELLIP H (03/13/03)  -34.210  (m)                       GP(       ) 4 2
 EY3508  NAD 83(1986)-  35 17 47.31769(N)    076 43 41.32396(W) AD(       ) 1
 EY3508  NAD 83(1986)-  35 17 47.32116(N)    076 43 41.32217(W) AD(       ) 2
 EY3508  NAD 27      -  35 17 46.70393(N)    076 43 42.58664(W) AD(       ) 2
 EY3508  NGVD 29 (04/21/98)    3.41   (m)           11.2    (f) LEVELING    3  
 EY3508
 EY3508.Superseded values are not recommended for survey control.
 EY3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3508.See file dsdata.txt to determine how the superseded data were derived.
 EY3508
 EY3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4286707291(NAD 83)
 EY3508_MARKER: DE = TRAVERSE STATION DISK
 EY3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3508_STAMPING: BARN 1966
 EY3508_MARK LOGO: NCGS  
 EY3508_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3508+STABILITY: SURFACE MOTION
 EY3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY3508+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 EY3508
 EY3508  HISTORY     - Date     Condition        Report By
 EY3508  HISTORY     - 1966     MONUMENTED       NCGS
 EY3508  HISTORY     - 19830101 GOOD             NCGS
 EY3508  HISTORY     - 19960715 GOOD             NCGS
 EY3508  HISTORY     - 20000713 SEE DESCRIPTION  NCGS
 EY3508
 EY3508                          STATION DESCRIPTION
 EY3508
 EY3508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3508'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3508'IN THE VICINITY OF AURORA, NORTH CAROLINA.
 EY3508'
 EY3508'BARN IS 3.5 MILES E OF AURORA.  LOCATED 1.05 MILES E ALONG NC
 EY3508'33 FROM SR 1914.  1.85 MILES W ALONG NC 33 FROM Y INTERSECTION
 EY3508'OF SR 1905 AND NC 33 AND ON S SHOULDER OF NC 33 AT LARGE TIN BARN.
 EY3508'
 EY3508'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3508'BARN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3508'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3508'
 EY3508'MARK IS
 EY3508'
 EY3508'15.0 FT S OF C/L OF NC 33
 EY3508'
 EY3508'6.5 FT S OF YELLOW ARROW PAINTED ON NC 33
 EY3508'
 EY3508'61.0 FT NE OF PP WITH ALUMINUM REF. TAG
 EY3508'
 EY3508'81.2 FT NW OF NE CORNER OF TIN BARN
 EY3508'
 EY3508'71.8 FT NE OF NW CORNER OF TIN BARN
 EY3508'
 EY3508'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY3508
 EY3508                          STATION RECOVERY (1983)
 EY3508
 EY3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3508'RECOVERED IN GOOD CONDITION. DELETE THE REFERENCES TO THE YELLOW
 EY3508'ARROW, THE POWER POLE, AND THE CORNERS OF THE BARN. MARK IS LOCATED
 EY3508'15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF NC 33, 7.9 M (25.9 FT)
 EY3508'NORTH OF THE WEST END OF A DRIVEWAY CULVERT, 24.0 M (78.7 FT)
 EY3508'EAST-NORTHEAST OF A DRIVEWAY CULVERT, AND 25.8 M (84.6 FT) EAST OF A
 EY3508'20-INCH PECAN WITH A REFERENCE TAG.
 EY3508
 EY3508                          STATION RECOVERY (1996)
 EY3508
 EY3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY3508'RECOVERED AS DESCRIBED.
 EY3508
 EY3508                          STATION RECOVERY (2000)
 EY3508
 EY3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 EY3508'STATION WAS NOT FOUND. REFERENCED TIN BARN AND POWER POLE WITH TAG ARE
 EY3508'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1797 ***********************************************************************
 FZ1797  DESIGNATION -  BARN
 FZ1797  PID         -  FZ1797
 FZ1797  STATE/COUNTY-  NC/YADKIN
 FZ1797  USGS QUAD   -  FARMINGTON (1994)
 FZ1797
 FZ1797                         *CURRENT SURVEY CONTROL
 FZ1797  ___________________________________________________________________
 FZ1797* NAD 83(2001)-  36 06 43.52590(N)    080 34 22.04561(W)     ADJUSTED  
 FZ1797* NAVD 88     -       246.7    (meters)     809.     (feet)  VERTCON   
 FZ1797  ___________________________________________________________________
 FZ1797  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FZ1797  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 FZ1797  HORZ ORDER  -  SECOND
 FZ1797
 FZ1797.The horizontal coordinates were established by classical geodetic methods
 FZ1797.and adjusted by the National Geodetic Survey in August 2005.
 FZ1797
 FZ1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1797
 FZ1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1797
 FZ1797.The geoid height was determined by GEOID03.
 FZ1797
 FZ1797;                    North         East     Units Scale Factor Converg.
 FZ1797;SPC NC       -   263,159.667   468,001.599   MT  0.99998523   -0 54 28.0
 FZ1797;SPC NC       -   863,383.01  1,535,435.25   sFT  0.99998523   -0 54 28.0
 FZ1797;UTM  17      - 3,996,465.529   538,448.930   MT  0.99961821   +0 15 06.4
 FZ1797
 FZ1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1797!SPC NC       -   0.99996650  x   0.99998523  =   0.99995174
 FZ1797!UTM  17      -   0.99996650  x   0.99961821  =   0.99958473
 FZ1797
 FZ1797|---------------------------------------------------------------------|
 FZ1797| PID    Reference Object                     Distance      Geod. Az  |
 FZ1797|                                                           dddmmss.s |
 FZ1797| FZ1801 GUARD                               360.188 METERS 08435     |
 FZ1797| FZ1800 SPEED                               330.123 METERS 27140     |
 FZ1797|---------------------------------------------------------------------|
 FZ1797
 FZ1797                          SUPERSEDED SURVEY CONTROL
 FZ1797
 FZ1797  NAD 83(1993)-  36 06 43.53257(N)    080 34 22.05468(W) AD(       ) 2
 FZ1797  NAD 83(1986)-  36 06 43.53570(N)    080 34 22.04949(W) AD(       ) 2
 FZ1797  NAD 27      -  36 06 43.04301(N)    080 34 22.83988(W) AD(       ) 2
 FZ1797  NGVD 29 (07/19/86)  246.9    (m)          810.     (f) VERT ANG    3  
 FZ1797
 FZ1797.Superseded values are not recommended for survey control.
 FZ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1797.See file dsdata.txt to determine how the superseded data were derived.
 FZ1797
 FZ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3844996466(NAD 83)
 FZ1797_MARKER: DE = TRAVERSE STATION DISK
 FZ1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1797_STAMPING: BARN 1970
 FZ1797_MARK LOGO: NCGS  
 FZ1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1797+STABILITY: SURFACE MOTION
 FZ1797
 FZ1797  HISTORY     - Date     Condition        Report By
 FZ1797  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1797
 FZ1797                          STATION DESCRIPTION
 FZ1797
 FZ1797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1797'BARN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1797'VICINITY OF SHACKTOWN, NORTH CAROLINA.
 FZ1797'
 FZ1797'BARN IS LOCATED APPROXIMATELY 0.8 MILE EAST OF SHACKTOWN AND 3.9
 FZ1797'MILES WEST OF YADKIN RIVER BRIDGE ON US 421.  TO REACH STATION
 FZ1797'PROCEED FROM THE BRIDGE ON US 421 OVER SR 1710 (SHACKTOWN RD.), GO
 FZ1797'EAST ON US 421 FOR 0.85 MILE TO STATION ON LEFT, APPROXIMATELY 100
 FZ1797'FEET EAST OF OLD BARN, AND 1.6 MILES WEST OF BRIDGE ON SR 1711
 FZ1797'(SPEER RIDGE RD.).
 FZ1797'
 FZ1797'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARN
 FZ1797'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ1797'INCH BELOW THE SURFACE OF THE GROUND.
 FZ1797'
 FZ1797'MARK IS
 FZ1797'19.0 FEET N OF C/L OF W BOUND TRAFFIC OF US 421.
 FZ1797'107.1 FEET W OF W END OF A GUARD RAIL.
 FZ1797'189.2 FEET E OF E END OF A GUARD RAIL.
 FZ1797'70.9 FEET S OF ALUMINUM REF. TAG ON SECOND FENCE POST FROM SE
 FZ1797'CORNER.
 FZ1797'58.4 FEET SW OF ALUMINUM REF. TAG ON 12 INCH OAK TREE.
 FZ1797'54.6 FEET SSW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2548 ***********************************************************************
 FY2548  DESIGNATION -  BARN
 FY2548  PID         -  FY2548
 FY2548  STATE/COUNTY-  NC/WARREN
 FY2548  USGS QUAD   -  WARRENTON (1970)
 FY2548
 FY2548                         *CURRENT SURVEY CONTROL
 FY2548  ___________________________________________________________________
 FY2548* NAD 83(2001)-  36 29 24.66464(N)    078 13 31.79781(W)     ADJUSTED  
 FY2548* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 FY2548  ___________________________________________________________________
 FY2548  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 FY2548  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 FY2548  HORZ ORDER  -  SECOND
 FY2548
 FY2548.The horizontal coordinates were established by classical geodetic methods
 FY2548.and adjusted by the National Geodetic Survey in August 2005.
 FY2548
 FY2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2548
 FY2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2548
 FY2548.The geoid height was determined by GEOID03.
 FY2548
 FY2548;                    North         East     Units Scale Factor Converg.
 FY2548;SPC NC       -   304,265.494   679,005.017   MT  1.00010638   +0 26 49.3
 FY2548;SPC NC       -   998,244.37  2,227,702.29   sFT  1.00010638   +0 26 49.3
 FY2548;UTM  17      - 4,041,899.434   748,531.170   MT  1.00036108   +1 39 02.9
 FY2548
 FY2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2548!SPC NC       -   0.99998807  x   1.00010638  =   1.00009445
 FY2548!UTM  17      -   0.99998807  x   1.00036108  =   1.00034915
 FY2548
 FY2548:                Primary Azimuth Mark                     Grid Az
 FY2548:SPC NC       -  FRED                                     035 12 02.8
 FY2548:UTM  17      -  FRED                                     033 59 49.2
 FY2548
 FY2548|---------------------------------------------------------------------|
 FY2548| PID    Reference Object                     Distance      Geod. Az  |
 FY2548|                                                           dddmmss.s |
 FY2548| FY2513 FRED                                APPROX. 1.7 KM 0353852.1 |
 FY2548|---------------------------------------------------------------------|
 FY2548
 FY2548                          SUPERSEDED SURVEY CONTROL
 FY2548
 FY2548  NAD 83(1993)-  36 29 24.66570(N)    078 13 31.79836(W) AD(       ) 2
 FY2548  NAD 83(1986)-  36 29 24.66188(N)    078 13 31.80736(W) AD(       ) 2
 FY2548  NAD 27      -  36 29 24.14064(N)    078 13 32.82614(W) AD(       ) 2
 FY2548  NGVD 29 (07/19/86)  109.3    (m)          359.     (f) VERT ANG    3  
 FY2548
 FY2548.Superseded values are not recommended for survey control.
 FY2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2548.See file dsdata.txt to determine how the superseded data were derived.
 FY2548
 FY2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4853141899(NAD 83)
 FY2548_MARKER: DE = TRAVERSE STATION DISK
 FY2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2548_STAMPING: BARN 1969
 FY2548_MARK LOGO: NCGS  
 FY2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2548+STABILITY: SURFACE MOTION
 FY2548
 FY2548  HISTORY     - Date     Condition        Report By
 FY2548  HISTORY     - 1969     MONUMENTED       NCGS
 FY2548
 FY2548                          STATION DESCRIPTION
 FY2548
 FY2548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM)
 FY2548'BARN IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION
 FY2548'ESTABLISHED IN THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2548'
 FY2548'BARN IS LOCATED APPROXIMATELY 7.7 MILES NORTHWEST OF
 FY2548'WARRENTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY2548'OINE RD WITH I-85, GO NORTHEAST ON I-85 FOR 0.5 MILE TO
 FY2548'STATION.  WHICH IS ON THE SOUTHEAST SIDE OF I-85 N BOUND LANE,
 FY2548'BETWEEN
 FY2548'1.85 MILE SOUTHWEST OF WELCOM CENTER, AND IN LINE WITH THE
 FY2548'CENTER OF CONCRETE SLAB NO. 494 OF I-85 N BOUND LANE.
 FY2548'
 FY2548'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2548'BARN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2548'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY2548'
 FY2548'MARK IS
 FY2548'
 FY2548'60.3 FT SE OF C/L OF I-85 N BOUND LANE
 FY2548'
 FY2548'29.0 FT NW OF C/L OF GRAVEL ACCESS ROAD
 FY2548'
 FY2548'140.5 FT N OF PP ON SE SIDE OF ACCESS ROAD, AND WITH
 FY2548'
 FY2548'ALUMINUM REF. TAG
 FY2548'
 FY2548'198.0 FT N OF NE CORNER OF TOBACCO BARN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6636 ***********************************************************************
 EZ6636  DESIGNATION -  BARN
 EZ6636  PID         -  EZ6636
 EZ6636  STATE/COUNTY-  NC/HARNETT
 EZ6636  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6636
 EZ6636                         *CURRENT SURVEY CONTROL
 EZ6636  ___________________________________________________________________
 EZ6636* NAD 83(2001)-  35 32 50.38915(N)    078 48 55.61906(W)     ADJUSTED  
 EZ6636* NAVD 88     -       106.5    (meters)     349.     (feet)  VERTCON   
 EZ6636  ___________________________________________________________________
 EZ6636  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 EZ6636  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EZ6636  HORZ ORDER  -  SECOND
 EZ6636
 EZ6636.The horizontal coordinates were established by classical geodetic methods
 EZ6636.and adjusted by the National Geodetic Survey in August 2005.
 EZ6636
 EZ6636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6636
 EZ6636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6636
 EZ6636.The geoid height was determined by GEOID03.
 EZ6636
 EZ6636;                    North         East     Units Scale Factor Converg.
 EZ6636;SPC NC       -   199,394.577   626,333.605   MT  0.99988585   +0 06 23.5
 EZ6636;SPC NC       -   654,180.37  2,054,896.17   sFT  0.99988585   +0 06 23.5
 EZ6636;UTM  17      - 3,935,938.021   698,023.025   MT  1.00008325   +1 16 13.6
 EZ6636
 EZ6636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6636!SPC NC       -   0.99998842  x   0.99988585  =   0.99987427
 EZ6636!UTM  17      -   0.99998842  x   1.00008325  =   1.00007167
 EZ6636
 EZ6636                          SUPERSEDED SURVEY CONTROL
 EZ6636
 EZ6636  NAD 83(1986)-  35 32 50.38942(N)    078 48 55.62734(W) AD(       ) 2
 EZ6636  NGVD 29 (03/10/93)  106.8    (m)          350.     (f) VERT ANG    3  
 EZ6636
 EZ6636.Superseded values are not recommended for survey control.
 EZ6636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6636.See file dsdata.txt to determine how the superseded data were derived.
 EZ6636
 EZ6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9802335938(NAD 83)
 EZ6636_MARKER: DE = TRAVERSE STATION DISK
 EZ6636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6636_SP_SET: CONCRETE POST
 EZ6636_STAMPING: BARN 1983
 EZ6636_MARK LOGO: NCGS  
 EZ6636_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6636+STABILITY: SURFACE MOTION
 EZ6636
 EZ6636  HISTORY     - Date     Condition        Report By
 EZ6636  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6636  HISTORY     - 19980623 MARK NOT FOUND   USPSQD
 EZ6636  HISTORY     - 20040408 MARK NOT FOUND   NCGS
 EZ6636  HISTORY     - 20050916 MARK NOT FOUND   GEOCAC
 EZ6636
 EZ6636                          STATION DESCRIPTION
 EZ6636
 EZ6636'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6636'STATION IS LOCATED APPROXIMATELY 4.3 KM (2.7 MI) SOUTH-SOUTHWEST OF
 EZ6636'FUQUAY VARINA.
 EZ6636'ALONG US 401 (MAIN ST), 4.5 KM (2.8 MI) SOUTH FROM INTERSECTION WITH
 EZ6636'NC 42 (ACADEMY ST), OR 0.5 KM (0.3 MI) SOUTH OF THE HARNETT-WAKE LINE,
 EZ6636'AT A FARM DRIVE WEST TO A TOBACCO CURING BARN.
 EZ6636'THE STATION IS A STANDARD NCGS DISK STAMPED---BARN 1983---, SET INTO
 EZ6636'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 2 CM
 EZ6636'BELOW GROUND.  LOCATED 10.91 METERS (35.8 FT) WEST-NORTHWEST FROM THE
 EZ6636'CENTERLINE OF HIGHWAY, 2.50 METERS (8.2 FT) WEST FROM THE NORTH END OF
 EZ6636'CULVERT, 7.13 METERS (23.4 FT) NORTH FROM THE SOUTH END OF CULVERT,
 EZ6636'2.29 METERS (7.5 FT) SOUTHEAST FROM A 12 INCH PINE WITH REFERENCE TAG,
 EZ6636'AND 13.78 METERS (45.2 FT) NORTHEAST FROM A 10 INCH TWIN PECAN.
 EZ6636'STATION IS LEVEL WITH HIGHWAY.
 EZ6636
 EZ6636                          STATION RECOVERY (1998)
 EZ6636
 EZ6636'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ6636'MARK NOT FOUND.
 EZ6636
 EZ6636                          STATION RECOVERY (2004)
 EZ6636
 EZ6636'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ6636'NOT FOUND, MAY STILL EXIST.  THE BARN, PECAN AND PINE ARE GONE.  THE
 EZ6636'CULVERT NOT VISIBLE.  THE FARM DRIVE IS OVER-GROWN AND IS SOUTHWEST OF
 EZ6636'POWER POLE (P257 BH).
 EZ6636
 EZ6636                          STATION RECOVERY (2005)
 EZ6636
 EZ6636'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ6636'VISITED SITE. MARK PROBABLY WAS AFFECTED BY THE CONSTRUCTION OF
 EZ6636'SHERMAN LAKES DRIVE IN 1995. (PLAT CABINET  F- SLIDE 590-A, HARNETT
 EZ6636'COUNTY REGISTRY.)  THE PUBLISHED COORDINATES FALL WITHIN A PAVED
 EZ6636'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8451 ***********************************************************************
 AE8451  DESIGNATION -  BARN
 AE8451  PID         -  AE8451
 AE8451  STATE/COUNTY-  NC/MONTGOMERY
 AE8451  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8451
 AE8451                         *CURRENT SURVEY CONTROL
 AE8451  ___________________________________________________________________
 AE8451* NAD 83(2001)-  35 19 15.30275(N)    080 03 32.39731(W)     ADJUSTED  
 AE8451* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 AE8451  ___________________________________________________________________
 AE8451  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AE8451  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AE8451  HORZ ORDER  -  SECOND
 AE8451
 AE8451.The horizontal coordinates were established by classical geodetic methods
 AE8451.and adjusted by the National Geodetic Survey in August 2005.
 AE8451
 AE8451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8451
 AE8451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8451
 AE8451.The geoid height was determined by GEOID03.
 AE8451
 AE8451;                    North         East     Units Scale Factor Converg.
 AE8451;SPC NC       -   174,775.461   513,320.099   MT  0.99987332   -0 36 40.4
 AE8451;SPC NC       -   573,409.16  1,684,117.69   sFT  0.99987332   -0 36 40.4
 AE8451;UTM  17      - 3,909,038.635   585,532.563   MT  0.99969016   +0 32 38.7
 AE8451
 AE8451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8451!SPC NC       -   0.99998685  x   0.99987332  =   0.99986017
 AE8451!UTM  17      -   0.99998685  x   0.99969016  =   0.99967701
 AE8451
 AE8451                          SUPERSEDED SURVEY CONTROL
 AE8451
 AE8451  NAD 83(1986)-  35 19 15.31318(N)    080 03 32.40825(W) AD(       ) 2
 AE8451  NGVD 29 (04/08/98)  114.5    (m)          376.     (f) VERT ANG    3  
 AE8451
 AE8451.Superseded values are not recommended for survey control.
 AE8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8451.See file dsdata.txt to determine how the superseded data were derived.
 AE8451
 AE8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8553309039(NAD 83)
 AE8451_MARKER: DE = TRAVERSE STATION DISK
 AE8451_SETTING: 0 = UNSPECIFIED SETTING
 AE8451_STAMPING: BARN 1983
 AE8451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8451
 AE8451  HISTORY     - Date     Condition        Report By
 AE8451  HISTORY     - 1983     MONUMENTED       NCGS
 AE8451
 AE8451                          STATION DESCRIPTION
 AE8451
 AE8451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8451'STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) NORTH-NORTHWEST OF MT.
 AE8451'GILEAD AND ABOUT 15.4 KM (9.55 MI) WEST-SOUTHWEST OF TROY.$PROCEED
 AE8451'ALONG NC 24-27 FOR 1.6 KM (1.00 MI) EAST FROM NC 73 TO SR 1150, THENCE
 AE8451'NORTH ALONG SR 1150 FOR 1.5 KM (0.95 MI) TO THE STATION, OR 0.5 KM
 AE8451'(0.30 MI) NORTH OF THE ENTRANCE TO WOODRUN RESORT, ON THE WEST SIDE OF
 AE8451'THE ROAD.$MARK IS A 3-INCH ALUMINUM MONUMENT FLUSH WITH THE GROUND AND
 AE8451'3-FEET HIGHER THAN THE HIGHWAY. LOCATED 12.3 M (40.4 FT) WEST OF THE
 AE8451'CENTERLINE OF SR 1150, 14.3 M (46.9 FT) SOUTHWEST OF A LOGGING
 AE8451'ROAD--AND 5.4 M (17.7 FT) SOUTH OF AN 11-INCH SHORTLEAF PINE, 5.9 M
 AE8451'(19.4 FT) NORTHEAST OF AN 8-INCH CRACKED SOURWOOD--BOTH WITH REFERENCE
 AE8451'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8023 ***********************************************************************
 AF8023  DESIGNATION -  BARN
 AF8023  PID         -  AF8023
 AF8023  STATE/COUNTY-  NC/NASH
 AF8023  USGS QUAD   -  BAILEY (1981)
 AF8023
 AF8023                         *CURRENT SURVEY CONTROL
 AF8023  ___________________________________________________________________
 AF8023* NAD 83(2001)-  35 51 43.61011(N)    078 07 24.28634(W)     ADJUSTED  
 AF8023* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 AF8023  ___________________________________________________________________
 AF8023  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AF8023  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AF8023  HORZ ORDER  -  SECOND
 AF8023
 AF8023.The horizontal coordinates were established by classical geodetic methods
 AF8023.and adjusted by the National Geodetic Survey in August 2005.
 AF8023
 AF8023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8023
 AF8023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8023
 AF8023.The geoid height was determined by GEOID03.
 AF8023
 AF8023;                    North         East     Units Scale Factor Converg.
 AF8023;SPC NC       -   234,651.598   688,768.272   MT  0.99992922   +0 30 21.4
 AF8023;SPC NC       -   769,852.78  2,259,733.91   sFT  0.99992922   +0 30 21.4
 AF8023;UTM  17      - 3,972,476.792   759,745.030   MT  1.00043143   +1 41 10.2
 AF8023
 AF8023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8023!SPC NC       -   0.99999176  x   0.99992922  =   0.99992098
 AF8023!UTM  17      -   0.99999176  x   1.00043143  =   1.00042319
 AF8023
 AF8023                          SUPERSEDED SURVEY CONTROL
 AF8023
 AF8023  NAD 83(1986)-  35 51 43.61660(N)    078 07 24.29721(W) AD(       ) 2
 AF8023  NGVD 29 (06/05/98)   87.1    (m)          286.     (f) VERT ANG    3  
 AF8023
 AF8023.Superseded values are not recommended for survey control.
 AF8023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8023.See file dsdata.txt to determine how the superseded data were derived.
 AF8023
 AF8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5974572477(NAD 83)
 AF8023_MARKER: DE = TRAVERSE STATION DISK
 AF8023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8023_STAMPING: BARN 1983
 AF8023_MARK LOGO: NCGS  
 AF8023_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8023+STABILITY: SURFACE MOTION
 AF8023
 AF8023  HISTORY     - Date     Condition        Report By
 AF8023  HISTORY     - 1983     MONUMENTED       NCGS
 AF8023
 AF8023                          STATION DESCRIPTION
 AF8023
 AF8023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8023'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) WEST OF FLOODS CHAPEL
 AF8023'CROSSROAD AND 9.5 KM (5.90 MI) SOUTH OF SPRING HOPE.  ALONG NC 97 FOR
 AF8023'2.2 KM (1.35 MI) WEST FROM NC 581 (AT FLOODS CHAPEL CROSSROAD) TO A
 AF8023'FARM ROAD SOUTH, IN SOUTHEAST QUADRANT, ABOUT 33 M (108.3 FT)
 AF8023'SOUTHWEST OF A GROUP OF TOBACCO BARNS, OR 0.4 KM (0.25 MI) EAST OF SR
 AF8023'1137 (FRAZIER ROAD).  MARK IS RECESSED 3 INCHES BELOW GROUND AND IS
 AF8023'3-FEET HIGHER THAN THE HIGHWAY. LOCATED 11.3 M (37.1 FT) SOUTH OF THE
 AF8023'CENTERLINE OF THE HIGHWAY, 3.0 M (9.8 FT) EAST-NORTHEAST OF THE CENTER
 AF8023'OF A FARM ROAD, 9.5 M (31.2 FT) EAST-SOUTHEAST OF THE WEST END OF A
 AF8023'FARM ROAD CULVERT--AND 30.1 M (98.8 FT) SOUTHWEST OF A POWER POLE WITH
 AF8023'A TRANSFORMER, 6.2 M (20.3 FT) SOUTH OF A MAILBOX POST--BOTH WITH
 AF8023'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8548 ***********************************************************************
 AF8548  DESIGNATION -  BARN
 AF8548  PID         -  AF8548
 AF8548  STATE/COUNTY-  NC/HERTFORD
 AF8548  USGS QUAD   -  WOODLAND (1977)
 AF8548
 AF8548                         *CURRENT SURVEY CONTROL
 AF8548  ___________________________________________________________________
 AF8548* NAD 83(2001)-  36 18 25.98109(N)    077 10 15.24563(W)     ADJUSTED  
 AF8548* NAVD 88     -        19.4    (meters)      64.     (feet)  VERT ANG  
 AF8548  ___________________________________________________________________
 AF8548  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AF8548  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AF8548  HORZ ORDER  -  SECOND
 AF8548
 AF8548.The horizontal coordinates were established by classical geodetic methods
 AF8548.and adjusted by the National Geodetic Survey in August 2005.
 AF8548
 AF8548.The orthometric height was determined by vertical angle observations.
 AF8548
 AF8548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8548
 AF8548.The geoid height was determined by GEOID03.
 AF8548
 AF8548;                    North         East     Units Scale Factor Converg.
 AF8548;SPC NC       -   285,203.449   773,875.106   MT  1.00004226   +1 03 20.5
 AF8548;SPC NC       -   935,704.98  2,538,955.24   sFT  1.00004226   +1 03 20.5
 AF8548;UTM  18      - 4,020,211.183   305,089.435   MT  1.00006810   -1 17 09.0
 AF8548
 AF8548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8548!SPC NC       -   1.00000243  x   1.00004226  =   1.00004469
 AF8548!UTM  18      -   1.00000243  x   1.00006810  =   1.00007053
 AF8548
 AF8548                          SUPERSEDED SURVEY CONTROL
 AF8548
 AF8548  NAD 83(1986)-  36 18 25.98918(N)    077 10 15.25939(W) AD(       ) 2
 AF8548
 AF8548.Superseded values are not recommended for survey control.
 AF8548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8548.See file dsdata.txt to determine how the superseded data were derived.
 AF8548
 AF8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0508920211(NAD 83)
 AF8548_MARKER: DD = SURVEY DISK
 AF8548_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF8548_STAMPING: BARN 1987
 AF8548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF8548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8548
 AF8548  HISTORY     - Date     Condition        Report By
 AF8548  HISTORY     - 1987     MONUMENTED       NCGS
 AF8548
 AF8548                          STATION DESCRIPTION
 AF8548
 AF8548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8548'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF WOODLAND AND
 AF8548'10.2 MI (16.4 KM) WEST OF AHOSKIE. PROCEED ALONG NC 561 FOR 1.85 MI
 AF8548'(2.98 KM) EAST FROM NC 35 AT MINTONS STORE AND THE COUNTY LINE, THENCE
 AF8548'NORTHWEST FOR 1.4 MI (2.3 KM) ALONG SR 1155 (FENNELL ROAD), OR 0.5 MI
 AF8548'(0.8 KM) SOUTHEAST OF SR 1154 (BAKERS STORE ROAD), AND STATION NEAR A
 AF8548'FENCE LINE. MARK IS RECESSED 1 INCH BELOW GROUND AND 2 FEET (0.6 M)
 AF8548'LOWER THAN THE ROAD. LOCATED 52.0 FT (15.8 M) SOUTHWEST OF THE
 AF8548'CENTERLINE OF THE ROAD, 45.6 FT (13.9 M) WEST-NORTHWEST OF THE
 AF8548'SOUTHEAST END OF A FIELD ROAD CULVERT, 17.0 FT (5.2 M) EAST OF FENCE
 AF8548'LINE, 101.0 FT (30.8 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 AF8548'BARN, AND 48.0 FT (14.6 M) NORTH-NORTHEAST OF A MULTI-TRUNK SWEET GUM
 AF8548'AT AN OLD FENCE CORNER. NOTE--RECOVERY ON 09-30-92 FOUND DISK HAD BEEN
 AF8548'REMOVED WITH STEM REMAINING. MARK APPEARED TO BE FIRM IN GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8911 ***********************************************************************
 AF8911  DESIGNATION -  BARN
 AF8911  PID         -  AF8911
 AF8911  STATE/COUNTY-  NC/WASHINGTON
 AF8911  USGS QUAD   -  PLYMOUTH EAST (1974)
 AF8911
 AF8911                         *CURRENT SURVEY CONTROL
 AF8911  ___________________________________________________________________
 AF8911* NAD 83(2001)-  35 51 31.05492(N)    076 44 43.59593(W)     ADJUSTED  
 AF8911* NAVD 88     -         2.92   (meters)       9.6    (feet)  LEVELING  
 AF8911  ___________________________________________________________________
 AF8911  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AF8911  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 AF8911  HORZ ORDER  -  SECOND
 AF8911  VERT ORDER  -  THIRD ?
 AF8911
 AF8911.The horizontal coordinates were established by classical geodetic methods
 AF8911.and adjusted by the National Geodetic Survey in August 2005.
 AF8911
 AF8911.The orthometric height was determined by differential leveling.
 AF8911.The vertical network tie was performed by a horz. field party for horz.
 AF8911.obs reductions. Reset procedures were used to establish the elevation.
 AF8911
 AF8911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8911
 AF8911.The geoid height was determined by GEOID03.
 AF8911
 AF8911;                    North         East     Units Scale Factor Converg.
 AF8911;SPC NC       -   236,227.339   813,210.512   MT  0.99992857   +1 18 04.5
 AF8911;SPC NC       -   775,022.53  2,668,008.15   sFT  0.99992857   +1 18 04.5
 AF8911;UTM  18      - 3,969,674.703   342,399.334   MT  0.99990606   -1 01 21.6
 AF8911
 AF8911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8911!SPC NC       -   1.00000529  x   0.99992857  =   0.99993386
 AF8911!UTM  18      -   1.00000529  x   0.99990606  =   0.99991135
 AF8911
 AF8911                          SUPERSEDED SURVEY CONTROL
 AF8911
 AF8911  NAD 83(1986)-  35 51 31.06812(N)    076 44 43.60714(W) AD(       ) 2
 AF8911
 AF8911.Superseded values are not recommended for survey control.
 AF8911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8911.See file dsdata.txt to determine how the superseded data were derived.
 AF8911
 AF8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4239969675(NAD 83)
 AF8911_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8911_STAMPING: BARN 1989
 AF8911_MARK LOGO: NCGS  
 AF8911_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8911+STABILITY: SURFACE MOTION
 AF8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8911+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF8911
 AF8911  HISTORY     - Date     Condition        Report By
 AF8911  HISTORY     - 1989     MONUMENTED       NCGS
 AF8911  HISTORY     - 20040202 GOOD             USPSQD
 AF8911
 AF8911                          STATION DESCRIPTION
 AF8911
 AF8911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AF8911'STATION IS LOCATED IN PLYMOUTH.$AT THE INTERSECTION OF US 64 AND NC
 AF8911'32, IN THE NORTHEAST QUADRANT OF THE INTERSECTION.$MARK IS ABOUT LEVEL
 AF8911'WITH HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED 15.90 M
 AF8911'(52.17 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 AF8911'US 64, 9.00 M (29.53 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 AF8911'WASHINGTON STREET, 4.15 M (13.62 FT) NORTH-NORTHWEST OF A MANHOLE
 AF8911'COVER, 5.15 M (16.90 FT) WEST OF THE NORTHWEST CORNER OF A TRAFFIC
 AF8911'SIGNAL BOX, 17.93 M (58.83 FT) OF THE SOUTHWEST CORNER OF THE DELI
 AF8911'BARN RESTAURANT, AND 4.45 M (14.60 FT) SOUTH OF A POWER POLE (SJ88)
 AF8911'WITH A REFERENCE TAG.
 AF8911
 AF8911                          STATION RECOVERY (2004)
 AF8911
 AF8911'RECOVERY NOTE BY US POWER SQUADRON 2004 (JB)
 AF8911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0573 ***********************************************************************
 AI0573  DESIGNATION -  BARN
 AI0573  PID         -  AI0573
 AI0573  STATE/COUNTY-  NC/ROBESON
 AI0573  USGS QUAD   -  FAIRMONT (1962)
 AI0573
 AI0573                         *CURRENT SURVEY CONTROL
 AI0573  ___________________________________________________________________
 AI0573* NAD 83(1986)-  34 28 28.     (N)    079 03 02.     (W)     SCALED    
 AI0573* NAVD 88     -        33.608  (meters)     110.26   (feet)  ADJUSTED  
 AI0573  ___________________________________________________________________
 AI0573  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AI0573  DYNAMIC HT  -          33.576 (meters)     110.16  (feet)  COMP
 AI0573  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 AI0573
 AI0573  VERT ORDER  -  SECOND    CLASS II
 AI0573
 AI0573.The horizontal coordinates were scaled from a topographic map and have
 AI0573.an estimated accuracy of +/- 6 seconds.
 AI0573
 AI0573.The orthometric height was determined by differential leveling
 AI0573.and adjusted in October 1999.
 AI0573.No vertical observational check was made to the station.
 AI0573
 AI0573.The geoid height was determined by GEOID03.
 AI0573
 AI0573.The dynamic height is computed by dividing the NAVD 88
 AI0573.geopotential number by the normal gravity value computed on the
 AI0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0573.degrees latitude (g = 980.6199 gals.).
 AI0573
 AI0573.The modeled gravity was interpolated from observed gravity values.
 AI0573
 AI0573;                    North         East    Units  Estimated Accuracy
 AI0573;SPC NC       -    80,370.      604,960.      MT  (+/- 180 meters Scaled)
 AI0573
 AI0573                          SUPERSEDED SURVEY CONTROL
 AI0573
 AI0573.No superseded survey control is available for this station.
 AI0573
 AI0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU790164(NAD 83)
 AI0573_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0573_STAMPING: BARN 1989
 AI0573_MARK LOGO: NCGS  
 AI0573_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0573+STABILITY: SURFACE MOTION
 AI0573
 AI0573  HISTORY     - Date     Condition        Report By
 AI0573  HISTORY     - 1989     MONUMENTED       NCGS
 AI0573
 AI0573                          STATION DESCRIPTION
 AI0573
 AI0573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI0573'STATION IS LOCATED 1.3 KM (0.80 MI) WEST OF PROCTORVILLE, AND 6.3 KM
 AI0573'(3.90 MI) EAST-SOUTHEAST OF FAIRMONT. PROCEED ALONG NC 130 FOR 6.76 KM
 AI0573'(4.20 MI) EAST FROM NC 41 (MAIN ST), IN FAIRMONT, THENCE NORTH ALONG
 AI0573'SR 2234 (OAKTON CHURCH RD) FOR 0.9 KM (0.55 MI) TO STATION IN WEST
 AI0573'SHOULDER. MARK IS LEVEL WITH ROAD AND RECESSED 5 INCHES BELOW GROUND.
 AI0573'LOCATED 4.65 M (15.26 FT) WEST OF THE CENTERLINE OF THE ROAD, 12.0 M
 AI0573'(39.4 FT) NORTH OF THE CENTERLINE OF A FIELD ROAD TO A TIN BARN, 8.60
 AI0573'M (28.22 FT) SOUTH OF THE CENTERLINE OF AN OLD FIELD ENTRANCE, 15.85 M
 AI0573'(52.00 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, 1.7 M (5.6 FT)
 AI0573'WEST OF A RAILROAD SPIKE IN THE EDGE OF THE PAVEMENT, AND 37.3 M
 AI0573'(122.4 FT) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5318 ***********************************************************************
 AI5318  DESIGNATION -  BARN
 AI5318  PID         -  AI5318
 AI5318  STATE/COUNTY-  NC/HALIFAX
 AI5318  USGS QUAD   -  DAWSON CROSSROADS (1960)
 AI5318
 AI5318                         *CURRENT SURVEY CONTROL
 AI5318  ___________________________________________________________________
 AI5318* NAD 83(2007)-  36 10 23.39180(N)    077 30 02.73963(W)     ADJUSTED  
 AI5318* NAVD 88     -        37.7    (meters)     124.     (feet)  GPS OBS   
 AI5318  ___________________________________________________________________
 AI5318  EPOCH DATE  -        2002.00
 AI5318  X           -   1,115,610.905 (meters)                     COMP
 AI5318  Y           -  -5,032,511.919 (meters)                     COMP
 AI5318  Z           -   3,743,721.092 (meters)                     COMP
 AI5318  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AI5318  ELLIP HEIGHT-           2.897 (meters)          (02/10/07) ADJUSTED
 AI5318  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AI5318
 AI5318  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5318  Type    PID    Designation                      North   East  Ellip
 AI5318  -------------------------------------------------------------------
 AI5318  NETWORK AI5318 BARN                              0.37   0.33   1.04
 AI5318  -------------------------------------------------------------------
 AI5318
 AI5318.The horizontal coordinates were established by GPS observations
 AI5318.and adjusted by the National Geodetic Survey in February 2007.
 AI5318
 AI5318.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5318.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5318.The horizontal coordinates are valid at the epoch date displayed above.
 AI5318.The epoch date for horizontal control is a decimal equivalence
 AI5318.of Year/Month/Day.
 AI5318
 AI5318.The orthometric height was determined by GPS observations and a
 AI5318.high-resolution geoid model.
 AI5318
 AI5318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5318
 AI5318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5318
 AI5318.The ellipsoidal height was determined by GPS observations
 AI5318.and is referenced to NAD 83.
 AI5318
 AI5318.The geoid height was determined by GEOID03.
 AI5318
 AI5318;                    North         East     Units Scale Factor Converg.
 AI5318;SPC NC       -   269,833.245   744,477.115   MT  1.00000182   +0 51 55.1
 AI5318;SPC NC       -   885,277.90  2,442,505.33   sFT  1.00000182   +0 51 55.1
 AI5318;UTM  18      - 4,006,053.332   275,084.279   MT  1.00022334   -1 28 35.9
 AI5318
 AI5318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5318!SPC NC       -   0.99999955  x   1.00000182  =   1.00000137
 AI5318!UTM  18      -   0.99999955  x   1.00022334  =   1.00022289
 AI5318
 AI5318                          SUPERSEDED SURVEY CONTROL
 AI5318
 AI5318  NAD 83(2001)-  36 10 23.39225(N)    077 30 02.73935(W) AD(       ) 1
 AI5318  ELLIP H (03/13/03)    2.896  (m)                       GP(       ) 4 2
 AI5318  NAD 83(1986)-  36 10 23.40014(N)    077 30 02.75039(W) AD(       ) 1
 AI5318
 AI5318.Superseded values are not recommended for survey control.
 AI5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5318.See file dsdata.txt to determine how the superseded data were derived.
 AI5318
 AI5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7508406053(NAD 83)
 AI5318_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5318_STAMPING: BARN 1993
 AI5318_MARK LOGO: NCGS  
 AI5318_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5318+STABILITY: SURFACE MOTION
 AI5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5318+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5318
 AI5318  HISTORY     - Date     Condition        Report By
 AI5318  HISTORY     - 1993     MONUMENTED       NCGS
 AI5318
 AI5318                          STATION DESCRIPTION
 AI5318
 AI5318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5318'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHWEST OF SCOTLAND NECK
 AI5318'AND 5.5 MI (8.9 KM) SOUTH OF TILLERY. ALONG NC 125 AND NC 903 FOR 5.35
 AI5318'MI (8.61 KM) NORTHWEST FROM US 258 (MAIN STREET) IN SCOTLAND NECK, OR
 AI5318'0.15 MI (0.24 KM) NORTHWEST OF SR 1003 (13 BRIDGES-MOONLIGHT ROAD), IN
 AI5318'THE SOUTHWEST SHOULDER. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN THE
 AI5318'HIGHWAY AND RECESSED 2 INCHES BELOW GROUND.  LOCATED 19.6 FT (6.0 M)
 AI5318'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 241.0 FT (73.5 M)
 AI5318'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT THE GRAVEL DRIVEWAY
 AI5318'ENTRANCE TO THE MOONLIGHT PEANUT CORPORATION, 154.0 FT (46.9 M) NORTH
 AI5318'OF THE NORTH CORNER OF A CONCRETE BLOCK BUILDING, 14.0 FT (4.3 M)
 AI5318'NORTHWEST OF THE PROLONGATION OF THE NORTHWEST WALL OF THE
 AI5318'BUILDING--AND 132.0 FT (40.2 M) WEST-NORTHWEST OF AND ACROSS THE
 AI5318'HIGHWAY FROM A TELEPHONE POLE, 156.0 FT (47.5 M) SOUTH-SOUTHEAST OF
 AI5318'AND ACROSS THE HIGHWAY FROM A POWER POLE--BOTH WITH REFERENCE TAGS.
 AI5318'SCOTLAND NECK LOOKOUT TOWER IS VISIBLE FROM THE STATION AND THE GRID
 AI5318'AZIMUTH IS 128-52-22.07 UNIDENTIFIED MAST IS VISIBLE FROM THE STATION
 AI5318'AND THE GRID AZIMUTH IS 216-27-57.25
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8655 ***********************************************************************
 DF8655  DESIGNATION -  BARN
 DF8655  PID         -  DF8655
 DF8655  STATE/COUNTY-  NC/PERQUIMANS
 DF8655  USGS QUAD   -  NIXONTON (1982)
 DF8655
 DF8655                         *CURRENT SURVEY CONTROL
 DF8655  ___________________________________________________________________
 DF8655* NAD 83(2007)-  36 08 38.02142(N)    076 15 27.86358(W)     ADJUSTED  
 DF8655* NAVD 88     -         2.5    (meters)       8.     (feet)  GPS OBS   
 DF8655  ___________________________________________________________________
 DF8655  EPOCH DATE  -        2002.00
 DF8655  X           -   1,224,967.156 (meters)                     COMP
 DF8655  Y           -  -5,008,958.267 (meters)                     COMP
 DF8655  Z           -   3,741,076.493 (meters)                     COMP
 DF8655  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 DF8655  ELLIP HEIGHT-         -35.013 (meters)          (02/10/07) ADJUSTED
 DF8655  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 DF8655
 DF8655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8655  Type    PID    Designation                      North   East  Ellip
 DF8655  -------------------------------------------------------------------
 DF8655  NETWORK DF8655 BARN                              0.47   0.41   0.84
 DF8655  -------------------------------------------------------------------
 DF8655
 DF8655.The horizontal coordinates were established by GPS observations
 DF8655.and adjusted by the National Geodetic Survey in February 2007.
 DF8655
 DF8655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8655.The horizontal coordinates are valid at the epoch date displayed above.
 DF8655.The epoch date for horizontal control is a decimal equivalence
 DF8655.of Year/Month/Day.
 DF8655
 DF8655.The orthometric height was determined by GPS observations and a
 DF8655.high-resolution geoid model.
 DF8655
 DF8655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8655
 DF8655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8655
 DF8655.The ellipsoidal height was determined by GPS observations
 DF8655.and is referenced to NAD 83.
 DF8655
 DF8655.The geoid height was determined by GEOID03.
 DF8655
 DF8655;                    North         East     Units Scale Factor Converg.
 DF8655;SPC NC       -   268,975.560   856,370.616   MT  0.99999372   +1 34 57.9
 DF8655;SPC NC       -   882,463.98  2,809,609.26   sFT  0.99999372   +1 34 57.9
 DF8655;UTM  18      - 4,000,641.280   386,846.393   MT  0.99975776   -0 44 30.9
 DF8655
 DF8655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8655!SPC NC       -   1.00000550  x   0.99999372  =   0.99999922
 DF8655!UTM  18      -   1.00000550  x   0.99975776  =   0.99976325
 DF8655
 DF8655                          SUPERSEDED SURVEY CONTROL
 DF8655
 DF8655  NAD 83(1986)-  36 08 38.03826(N)    076 15 27.87791(W) AD(       ) 1
 DF8655  NAD 83(2001)-  36 08 38.02192(N)    076 15 27.86310(W) AD(       ) 1
 DF8655  ELLIP H (10/17/03)  -35.030  (m)                       GP(       ) 5 1
 DF8655
 DF8655.Superseded values are not recommended for survey control.
 DF8655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8655.See file dsdata.txt to determine how the superseded data were derived.
 DF8655
 DF8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8684600641(NAD 83)
 DF8655_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8655_STAMPING: BARN 1994
 DF8655_MARK LOGO: NCGS  
 DF8655_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8655+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8655
 DF8655  HISTORY     - Date     Condition        Report By
 DF8655  HISTORY     - 1994     MONUMENTED       NCGS
 DF8655
 DF8655                          STATION DESCRIPTION
 DF8655
 DF8655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8655'STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) EAST-SOUTHEAST OF HERTFORD,
 DF8655'AND 2.9 MI (4.7 KM) EAST OF NEW HOPE.
 DF8655'ALONG SR 1300 (NEW HOPE ROAD) FOR 3.8 MI (6.1 KM) SOUTHEAST FROM THE
 DF8655'NEW HOPE UNITED METHODIST CHURCH (IN THE COMMUNITY OF DURANTS NECK),
 DF8655'IN THE SOUTHWEST SHOULDER ACROSS FROM A LARGE METAL BARN, OR 0.5 MI
 DF8655'(0.8 KM) SOUTHEAST OF SR 1325 (JACOCKS LANE).
 DF8655'MARK IS ABOUT LEVEL WITH SR 1300 AND IS RECESSED 2 INCHES BELOW THE
 DF8655'GROUND. LOCATED 12.7 FT (3.9 M) SOUTHWEST OF THE CENTERLINE OF SR
 DF8655'1300, 24.7 FT (7.5 M) SOUTHEAST OF THE SOUTHEAST END OF A FIELD
 DF8655'ENTRANCE CULVERT, 19.9 FT (6.1 M) NORTHEAST OF A POWER POLE WITH
 DF8655'TRANSFORMER AND REFERENCE TAG, AND APPROXIMATELY 100 YARDS
 DF8655'WEST-NORTHWEST OF THE BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1545 ***********************************************************************
 FZ1545  DESIGNATION -  BARNARD
 FZ1545  PID         -  FZ1545
 FZ1545  STATE/COUNTY-  NC/FORSYTH
 FZ1545  USGS QUAD   -  RURAL HALL (1994)
 FZ1545
 FZ1545                         *CURRENT SURVEY CONTROL
 FZ1545  ___________________________________________________________________
 FZ1545* NAD 83(2001)-  36 10 38.73713(N)    080 20 34.00939(W)     ADJUSTED  
 FZ1545* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 FZ1545  ___________________________________________________________________
 FZ1545  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 FZ1545  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 FZ1545  HORZ ORDER  -  SECOND
 FZ1545
 FZ1545.The horizontal coordinates were established by classical geodetic methods
 FZ1545.and adjusted by the National Geodetic Survey in August 2005.
 FZ1545
 FZ1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1545
 FZ1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1545
 FZ1545.The geoid height was determined by GEOID03.
 FZ1545
 FZ1545;                    North         East     Units Scale Factor Converg.
 FZ1545;SPC NC       -   270,104.704   488,806.285   MT  1.00000302   -0 46 30.0
 FZ1545;SPC NC       -   886,168.52  1,603,691.95   sFT  1.00000302   -0 46 30.0
 FZ1545;UTM  17      - 4,003,828.082   559,101.070   MT  0.99964304   +0 23 16.7
 FZ1545
 FZ1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1545!SPC NC       -   0.99996726  x   1.00000302  =   0.99997028
 FZ1545!UTM  17      -   0.99996726  x   0.99964304  =   0.99961031
 FZ1545
 FZ1545|---------------------------------------------------------------------|
 FZ1545| PID    Reference Object                     Distance      Geod. Az  |
 FZ1545|                                                           dddmmss.s |
 FZ1545| FZ0248 PLANK                               346.004 METERS 06243     |
 FZ1545| FZ0247 RANGE                               465.873 METERS 2611519.5 |
 FZ1545|---------------------------------------------------------------------|
 FZ1545
 FZ1545                          SUPERSEDED SURVEY CONTROL
 FZ1545
 FZ1545  NAD 83(1993)-  36 10 38.74412(N)    080 20 34.01961(W) AD(       ) 2
 FZ1545  NAD 83(1986)-  36 10 38.74412(N)    080 20 34.01926(W) AD(       ) 2
 FZ1545  NAD 27      -  36 10 38.25100(N)    080 20 34.83094(W) AD(       ) 2
 FZ1545  NGVD 29 (07/19/86)  242.0    (m)          794.     (f) VERT ANG    3  
 FZ1545
 FZ1545.Superseded values are not recommended for survey control.
 FZ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1545.See file dsdata.txt to determine how the superseded data were derived.
 FZ1545
 FZ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5910103828(NAD 83)
 FZ1545_MARKER: DE = TRAVERSE STATION DISK
 FZ1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1545_STAMPING: BARNARD 1970
 FZ1545_MARK LOGO: NCGS  
 FZ1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1545+STABILITY: SURFACE MOTION
 FZ1545
 FZ1545  HISTORY     - Date     Condition        Report By
 FZ1545  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1545  HISTORY     - 1972     MARK NOT FOUND   NCGS
 FZ1545  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 FZ1545  HISTORY     - 20041002 MARK NOT FOUND   USPSQD
 FZ1545
 FZ1545                          STATION DESCRIPTION
 FZ1545
 FZ1545'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1545'BARNARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1545'THE VICINITY OF BETHANIA, NORTH CAROLINA.
 FZ1545'
 FZ1545'BERNARD IS LOCATED APPROXIMATELY 0.2 MILE WEST OF BETHANIA AND 7.6
 FZ1545'MILES NORTHWEST OF WINSTON SALEM.  TO REACH STATION PROCEED FROM
 FZ1545'INTERSECTION OF NC 65 AND SR 1688 NEAR THE SOUTH EDGE OF COMMUNITY
 FZ1545'OF BETHANIA, GO SOUTH ON NC 65 FOR 0.2 MILE TO STATION ON LEFT,
 FZ1545'APPROXIMATELY 150 FEET NORTH OF GRAVEL LANE LEADING TO HOME OF
 FZ1545'MR. BARNARD, AND 1.3 MILE NORTHEAST OF INTERSECTION OF NC 65 AND
 FZ1545'NC 67.
 FZ1545'
 FZ1545'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARNARD
 FZ1545'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 FZ1545'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1545'
 FZ1545'MARK IS
 FZ1545'17.1 FEET S OF C/L OF NC 65.
 FZ1545'130.8 FEET SW OF ALUMINUM REF. TAG ON TP NO. 4.
 FZ1545'152.6 FEET WSW OF ALUMINUM REF. TAG ON 4X4 SPEED LIMIT SIGN.
 FZ1545
 FZ1545                          STATION RECOVERY (1972)
 FZ1545
 FZ1545'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ1545'UNABLE TO LOCATE.  ALL REFERENCES GONE EXCEPT CENTER LINE.  PROBABLY
 FZ1545'NOT DESTROYED.
 FZ1545
 FZ1545                          STATION RECOVERY (2001)
 FZ1545
 FZ1545'RECOVERY NOTE BY US POWER SQUADRON 2001 (RT)
 FZ1545'ALL REF GONE
 FZ1545
 FZ1545                          STATION RECOVERY (2004)
 FZ1545
 FZ1545'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FZ1545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5625 ***********************************************************************
 AH5625  DESIGNATION -  BARNARD
 AH5625  PID         -  AH5625
 AH5625  STATE/COUNTY-  NC/CAMDEN
 AH5625  USGS QUAD   -  WADE POINT (1990)
 AH5625
 AH5625                         *CURRENT SURVEY CONTROL
 AH5625  ___________________________________________________________________
 AH5625* NAD 83(2007)-  36 10 57.65152(N)    076 00 21.05182(W)     ADJUSTED  
 AH5625* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 AH5625  ___________________________________________________________________
 AH5625  EPOCH DATE  -        2002.00
 AH5625  X           -   1,246,361.755 (meters)                     COMP
 AH5625  Y           -  -5,001,058.345 (meters)                     COMP
 AH5625  Z           -   3,744,549.638 (meters)                     COMP
 AH5625  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 AH5625  ELLIP HEIGHT-         -37.469 (meters)          (02/10/07) ADJUSTED
 AH5625  GEOID HEIGHT-         -38.47  (meters)                     GEOID03
 AH5625
 AH5625  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5625  Type    PID    Designation                      North   East  Ellip
 AH5625  -------------------------------------------------------------------
 AH5625  NETWORK AH5625 BARNARD                           0.76   0.57   1.43
 AH5625  -------------------------------------------------------------------
 AH5625
 AH5625.The horizontal coordinates were established by GPS observations
 AH5625.and adjusted by the National Geodetic Survey in February 2007.
 AH5625
 AH5625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5625.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5625.The horizontal coordinates are valid at the epoch date displayed above.
 AH5625.The epoch date for horizontal control is a decimal equivalence
 AH5625.of Year/Month/Day.
 AH5625
 AH5625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5625
 AH5625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5625
 AH5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5625
 AH5625.The ellipsoidal height was determined by GPS observations
 AH5625.and is referenced to NAD 83.
 AH5625
 AH5625.The geoid height was determined by GEOID03.
 AH5625
 AH5625;                    North         East     Units Scale Factor Converg.
 AH5625;SPC NC       -   273,932.300   878,901.411   MT  1.00000451   +1 43 41.3
 AH5625;SPC NC       -   898,726.22  2,883,529.05   sFT  1.00000451   +1 43 41.3
 AH5625;UTM  18      - 4,004,679.476   409,553.456   MT  0.99970079   -0 35 37.9
 AH5625
 AH5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5625!SPC NC       -   1.00000588  x   1.00000451  =   1.00001039
 AH5625!UTM  18      -   1.00000588  x   0.99970079  =   0.99970667
 AH5625
 AH5625:                Primary Azimuth Mark                     Grid Az
 AH5625:SPC NC       -  WEEKSVILLE VEPCO RELAY TOWER             245 48 44.4
 AH5625:UTM  18      -  WEEKSVILLE VEPCO RELAY TOWER             248 08 03.6
 AH5625
 AH5625|---------------------------------------------------------------------|
 AH5625| PID    Reference Object                     Distance      Geod. Az  |
 AH5625|                                                           dddmmss.s |
 AH5625| AH5626 WEEKSVILLE VEPCO RELAY TOWER        APPROX. 6.6 KM 2473225.7 |
 AH5625|---------------------------------------------------------------------|
 AH5625
 AH5625                          SUPERSEDED SURVEY CONTROL
 AH5625
 AH5625  NAD 83(2001)-  36 10 57.65212(N)    076 00 21.05133(W) AD(       ) 1
 AH5625  ELLIP H (03/13/03)  -37.501  (m)                       GP(       ) 4 2
 AH5625  NAD 83(1986)-  36 10 57.66990(N)    076 00 21.06534(W) AD(       ) 1
 AH5625  NGVD 29 (09/29/97)    1.3    (m)            4.     (f) GPS OBS     3  
 AH5625
 AH5625.Superseded values are not recommended for survey control.
 AH5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5625.See file dsdata.txt to determine how the superseded data were derived.
 AH5625
 AH5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0955304679(NAD 83)
 AH5625_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5625_STAMPING: BARNARD 1985
 AH5625_MARK LOGO: NCGS  
 AH5625_PROJECTION: FLUSH
 AH5625_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5625+STABILITY: SURFACE MOTION
 AH5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5625+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AH5625
 AH5625  HISTORY     - Date     Condition        Report By
 AH5625  HISTORY     - 1985     MONUMENTED       NCGS
 AH5625
 AH5625                          STATION DESCRIPTION
 AH5625
 AH5625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5625'STATION IS LOCATED ABOUT 13.6 MI (21.9 KM) SOUTHEAST OF CAMDEN, NEAR
 AH5625'SHORELINE AT THE WEST END OF CAMDEN POINT. PROCEED ALONG NC 343 FOR
 AH5625'11.6 MI (18.7 KM) SOUTH FROM NC 158 IN CAMDEN, TO THE END OF NC 343 AT
 AH5625'THE COMMUNITY OF OLD TRAP, THENCE SOUTH ALONG SR 1100 FOR 0.9 MI (1.4
 AH5625'KM) TO SR 1101, THENCE SOUTH ALONG SR 1100 (TEXAS ROAD) FOR 3.3 MI
 AH5625'(5.3 KM) TO CAMDEN POINT ROAD, THENCE EAST FOR 0.45 MI (0.72 KM) TO A
 AH5625'SHARP CURVE, CONTINUE SOUTH ALONG SAME ROAD FOR 0.3 MI (0.5 KM) TO
 AH5625'SAILBOAT ROAD, THENCE WEST ALONG A PRIVATE GRAVEL ROAD (AND ACROSS A
 AH5625'BRIDGE) FOR 0.2 MI (0.3 KM) TO THE STATION SITE, ABOUT 20 FEET (6.1 M)
 AH5625'NORTH OF APPARENT HIGHWATER MARK. MARK IS ABOUT 2-FEET HIGHER THAN THE
 AH5625'WATER AND FLUSH WITH GROUND. LOCATED 180.0 FT (54.9 M) WEST OF THE
 AH5625'CENTER OF A BRIDGE OVER A CANAL, 167.0 FT (50.9 M) WEST-NORTHWEST OF
 AH5625'THE NORTHWEST CORNER OF A FRAME COTTAGE--AND 20.5 FT (6.2 M)
 AH5625'NORTH-NORTHEAST OF A 12-INCH PINE, 34.0 FT (10.4 M) NORTH OF A 18-INCH
 AH5625'CYPRESS, 40.9 FT (12.5 M) NORTHWEST OF 18-INCH CYPRESS, 115.2 FT (35.1
 AH5625'M) WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER--ALL FOUR WITH
 AH5625'REFERENCE TAGS. 3/1997-RECOVERED IN POOR BUT USEABLE CONDITION. MAY BE
 AH5625'LOST TO EROSION SOON. MARK IS AT THE STORM HIGH WATER LINE, ABOUT 20
 AH5625'FT (6.1 M) NORTHEAST OF A LINE OF RIP-RAP AT THE WATERS EDGE, AND
 AH5625'ABOUT 68.6 FT (20.9 M) WEST OF THE NORTHWEST CORNER OF A HOUSE ON
 AH5625'PILINGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5550 ***********************************************************************
 AA5550  DESIGNATION -  BARNARDSVILLE
 AA5550  PID         -  AA5550
 AA5550  STATE/COUNTY-  NC/BUNCOMBE
 AA5550  USGS QUAD   -  BARNARDSVILLE (1978)
 AA5550
 AA5550                         *CURRENT SURVEY CONTROL
 AA5550  ___________________________________________________________________
 AA5550* NAD 83(2007)-  35 46 39.85896(N)    082 27 31.12770(W)     ADJUSTED  
 AA5550* NAVD 88     -       667.0    (meters)    2188.     (feet)  GPS OBS   
 AA5550  ___________________________________________________________________
 AA5550  EPOCH DATE  -        2002.00
 AA5550  X           -     679,959.836 (meters)                     COMP
 AA5550  Y           -  -5,136,159.187 (meters)                     COMP
 AA5550  Z           -   3,708,584.558 (meters)                     COMP
 AA5550  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AA5550  ELLIP HEIGHT-         637.100 (meters)          (02/10/07) ADJUSTED
 AA5550  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AA5550
 AA5550  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5550  Type    PID    Designation                      North   East  Ellip
 AA5550  -------------------------------------------------------------------
 AA5550  NETWORK AA5550 BARNARDSVILLE                     0.65   0.49   1.55
 AA5550  -------------------------------------------------------------------
 AA5550
 AA5550.The horizontal coordinates were established by GPS observations
 AA5550.and adjusted by the National Geodetic Survey in February 2007.
 AA5550
 AA5550.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5550.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5550.The horizontal coordinates are valid at the epoch date displayed above.
 AA5550.The epoch date for horizontal control is a decimal equivalence
 AA5550.of Year/Month/Day.
 AA5550
 AA5550.The orthometric height was determined by GPS observations and a
 AA5550.high-resolution geoid model.
 AA5550
 AA5550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5550
 AA5550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5550
 AA5550.The ellipsoidal height was determined by GPS observations
 AA5550.and is referenced to NAD 83.
 AA5550
 AA5550.The geoid height was determined by GEOID03.
 AA5550
 AA5550;                    North         East     Units Scale Factor Converg.
 AA5550;SPC NC       -   230,387.505   296,974.156   MT  0.99991463   -1 59 46.4
 AA5550;SPC NC       -   755,863.01    974,322.71   sFT  0.99991463   -1 59 46.4
 AA5550;UTM  17      - 3,960,278.122   368,163.206   MT  0.99981418   -0 51 10.5
 AA5550
 AA5550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5550!SPC NC       -   0.99990001  x   0.99991463  =   0.99981465
 AA5550!UTM  17      -   0.99990001  x   0.99981418  =   0.99971421
 AA5550
 AA5550                          SUPERSEDED SURVEY CONTROL
 AA5550
 AA5550  NAD 83(2001)-  35 46 39.85905(N)    082 27 31.12760(W) AD(       ) 1
 AA5550  ELLIP H (03/13/03)  637.136  (m)                       GP(       ) 4 2
 AA5550  NAD 83(1995)-  35 46 39.85936(N)    082 27 31.12748(W) AD(       ) 1
 AA5550  NAD 83(1986)-  35 46 39.86568(N)    082 27 31.12801(W) AD(       ) 1
 AA5550  NGVD 29 (09/30/94)  667.0    (m)         2188.     (f) GPS OBS     3  
 AA5550
 AA5550.Superseded values are not recommended for survey control.
 AA5550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5550.See file dsdata.txt to determine how the superseded data were derived.
 AA5550
 AA5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6816360278(NAD 83)
 AA5550_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5550_SP_SET: CONCRETE POST
 AA5550_STAMPING: BARNARDSVILLE 1991
 AA5550_MARK LOGO: NCGS  
 AA5550_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5550+STABILITY: SURFACE MOTION
 AA5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5550+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5550
 AA5550  HISTORY     - Date     Condition        Report By
 AA5550  HISTORY     - 1991     MONUMENTED       NCGS
 AA5550
 AA5550                          STATION DESCRIPTION
 AA5550
 AA5550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5550'STATION IS LOCATED ABOUT 13.6 MI (21.9 KM) NORTH-NORTHEAST OF
 AA5550'ASHEVILLE, IN BARNARDSVILLE. ALONG NC 197 (BARNARDSVILLE HIGHWAY) FOR
 AA5550'6.25 MI (10.06 KM) EAST FROM THE US 19-23 OVERPASS, AT SR 1003 (PAINT
 AA5550'FORK ROAD), NEAR SOUTHEAST CORNER OF BRIDGE. MARK IS ABOUT 2 FEET
 AA5550'LOWER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 47.5 FT (14.5 M)
 AA5550'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 197, 36.5 FT (11.1 M)
 AA5550'WEST-NORTHWEST OF THE CENTERLINE OF SR 1003, 36.0 FT (11.0 M)
 AA5550'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 23.2 FT (7.1
 AA5550'M) SOUTH OF THE SOUTHEAST CORNER OF CONCRETE BRIDGE WHEELGUARD, AND
 AA5550'15.4 FT (4.7 M) EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5551 ***********************************************************************
 AA5551  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5551  DESIGNATION -  BARNARDSVILLE AZ MK
 AA5551  PID         -  AA5551
 AA5551  STATE/COUNTY-  NC/BUNCOMBE
 AA5551  USGS QUAD   -  BARNARDSVILLE (1978)
 AA5551
 AA5551                         *CURRENT SURVEY CONTROL
 AA5551  ___________________________________________________________________
 AA5551* NAD 83(2007)-  35 46 40.50303(N)    082 27 17.54955(W)     ADJUSTED  
 AA5551* NAVD 88     -       672.19   (meters)    2205.3    (feet)  GPS OBS   
 AA5551  ___________________________________________________________________
 AA5551  EPOCH DATE  -        2002.00
 AA5551  X           -     680,296.968 (meters)                     COMP
 AA5551  Y           -  -5,136,107.072 (meters)                     COMP
 AA5551  Z           -   3,708,603.690 (meters)                     COMP
 AA5551  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AA5551  ELLIP HEIGHT-         642.276 (meters)          (02/10/07) ADJUSTED
 AA5551  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AA5551
 AA5551  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5551  Type    PID    Designation                      North   East  Ellip
 AA5551  -------------------------------------------------------------------
 AA5551  NETWORK AA5551 BARNARDSVILLE AZ MK               0.80   0.59   1.29
 AA5551  -------------------------------------------------------------------
 AA5551
 AA5551.The horizontal coordinates were established by GPS observations
 AA5551.and adjusted by the National Geodetic Survey in February 2007.
 AA5551
 AA5551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5551.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5551.The horizontal coordinates are valid at the epoch date displayed above.
 AA5551.The epoch date for horizontal control is a decimal equivalence
 AA5551.of Year/Month/Day.
 AA5551
 AA5551.The orthometric height was determined by GPS observations and a
 AA5551.high-resolution geoid model.
 AA5551.The orthometric height was determined by GPS observations and a
 AA5551.high-resolution geoid model using precise GPS observation and
 AA5551.processing techniques.
 AA5551
 AA5551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5551
 AA5551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5551
 AA5551.The ellipsoidal height was determined by GPS observations
 AA5551.and is referenced to NAD 83.
 AA5551
 AA5551.The geoid height was determined by GEOID03.
 AA5551
 AA5551;                    North         East     Units Scale Factor Converg.
 AA5551;SPC NC       -   230,395.470   297,315.634   MT  0.99991466   -1 59 38.6
 AA5551;SPC NC       -   755,889.14    975,443.04   sFT  0.99991466   -1 59 38.6
 AA5551;UTM  17      - 3,960,292.898   368,504.422   MT  0.99981307   -0 51 02.5
 AA5551
 AA5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5551!SPC NC       -   0.99989920  x   0.99991466  =   0.99981387
 AA5551!UTM  17      -   0.99989920  x   0.99981307  =   0.99971229
 AA5551
 AA5551                          SUPERSEDED SURVEY CONTROL
 AA5551
 AA5551  NAD 83(2001)-  35 46 40.50288(N)    082 27 17.54944(W) AD(       ) 1
 AA5551  ELLIP H (01/25/05)  642.279  (m)                       GP(       ) 4 1
 AA5551  NAD 83(1995)-  35 46 40.50299(N)    082 27 17.54954(W) AD(       ) 2
 AA5551  NAD 83(1986)-  35 46 40.50940(N)    082 27 17.55009(W) AD(       ) 2
 AA5551  NGVD 29 (03/11/98)  672.     (m)         2205.     (f) VERT ANG    3  
 AA5551
 AA5551.Superseded values are not recommended for survey control.
 AA5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5551.See file dsdata.txt to determine how the superseded data were derived.
 AA5551
 AA5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6850460293(NAD 83)
 AA5551_MARKER: DZ = AZIMUTH MARK DISK
 AA5551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5551_SP_SET: CONCRETE POST
 AA5551_STAMPING: BARNARDSVILLE 1991
 AA5551_MARK LOGO: NCGS  
 AA5551_PROJECTION: FLUSH
 AA5551_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5551+STABILITY: SURFACE MOTION
 AA5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5551+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 AA5551
 AA5551  HISTORY     - Date     Condition        Report By
 AA5551  HISTORY     - 1991     MONUMENTED       NCGS
 AA5551  HISTORY     - 20040815 GOOD             GEOMET
 AA5551
 AA5551                          STATION DESCRIPTION
 AA5551
 AA5551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5551'STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) NORTH-NORTHEAST OF
 AA5551'ASHEVILLE IN BARNARDSVILLE, AT THE INTERSECTION OF NC 197 AND SR 2173
 AA5551'(DILLINGHAM ROAD). MARK IS ABOUT LEVEL WITH HIGHWAY AND FLUSH WITH
 AA5551'GROUND. LOCATED 28.0 FT (8.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA5551'NC 197, 43.4 FT (13.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA5551'DILLINGHAM ROAD, 79.0 FT (24.1 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AA5551'BARNARDSVILLE FIRE DEPARTMENT BUILDING, AND 52.8 FT (16.1 M)
 AA5551'NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AA5551
 AA5551                          STATION RECOVERY (2004)
 AA5551
 AA5551'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1256 ***********************************************************************
 EY1256  DESIGNATION -  BARNES
 EY1256  PID         -  EY1256
 EY1256  STATE/COUNTY-  NC/WILSON
 EY1256  USGS QUAD   -  SARATOGA (1978)
 EY1256
 EY1256                         *CURRENT SURVEY CONTROL
 EY1256  ___________________________________________________________________
 EY1256* NAD 83(2001)-  35 44 23.26663(N)    077 47 44.65098(W)     ADJUSTED  
 EY1256* NAVD 88     -        35.492  (meters)     116.44   (feet)  ADJUSTED  
 EY1256  ___________________________________________________________________
 EY1256  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EY1256  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 EY1256  DYNAMIC HT  -          35.461 (meters)     116.34  (feet)  COMP
 EY1256  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 EY1256
 EY1256  HORZ ORDER  -  SECOND
 EY1256  VERT ORDER  -  SECOND    CLASS I
 EY1256
 EY1256.The horizontal coordinates were established by classical geodetic methods
 EY1256.and adjusted by the National Geodetic Survey in August 2005.
 EY1256
 EY1256.The orthometric height was determined by differential leveling
 EY1256.and adjusted in June 1991.
 EY1256
 EY1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1256
 EY1256.The geoid height was determined by GEOID03.
 EY1256
 EY1256.The dynamic height is computed by dividing the NAVD 88
 EY1256.geopotential number by the normal gravity value computed on the
 EY1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1256.degrees latitude (g = 980.6199 gals.).
 EY1256
 EY1256.The modeled gravity was interpolated from observed gravity values.
 EY1256
 EY1256;                    North         East     Units Scale Factor Converg.
 EY1256;SPC NC       -   221,392.068   718,525.028   MT  0.99990878   +0 41 42.2
 EY1256;SPC NC       -   726,350.48  2,357,360.86   sFT  0.99990878   +0 41 42.2
 EY1256;UTM  18      - 3,958,693.353   247,169.657   MT  1.00038777   -1 38 01.9
 EY1256
 EY1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1256!SPC NC       -   0.99999993  x   0.99990878  =   0.99990871
 EY1256!UTM  18      -   0.99999993  x   1.00038777  =   1.00038770
 EY1256
 EY1256:                Primary Azimuth Mark                     Grid Az
 EY1256:SPC NC       -  TILLERY                                  063 16 42.4
 EY1256:UTM  18      -  TILLERY                                  065 36 26.5
 EY1256
 EY1256|---------------------------------------------------------------------|
 EY1256| PID    Reference Object                     Distance      Geod. Az  |
 EY1256|                                                           dddmmss.s |
 EY1256| EY1255 TILLERY                             APPROX. 0.9 KM 0635824.6 |
 EY1256|---------------------------------------------------------------------|
 EY1256
 EY1256                          SUPERSEDED SURVEY CONTROL
 EY1256
 EY1256  NAD 83(1986)-  35 44 23.27565(N)    077 47 44.66031(W) AD(       ) 2
 EY1256  NAD 27      -  35 44 22.70845(N)    077 47 45.73304(W) AD(       ) 2
 EY1256  NGVD 29 (??/??/92)   35.819  (m)          117.52   (f) ADJ UNCH    2 1
 EY1256
 EY1256.Superseded values are not recommended for survey control.
 EY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1256.See file dsdata.txt to determine how the superseded data were derived.
 EY1256
 EY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4717058693(NAD 83)
 EY1256_MARKER: DD = SURVEY DISK
 EY1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1256_STAMPING: BARNES 1975
 EY1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1256+STABILITY: SURFACE MOTION
 EY1256
 EY1256  HISTORY     - Date     Condition        Report By
 EY1256  HISTORY     - 1975     MONUMENTED       NCGS
 EY1256  HISTORY     - 1976     GOOD             NCGS
 EY1256
 EY1256                          STATION DESCRIPTION
 EY1256
 EY1256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1256'BARNES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1256'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EY1256'
 EY1256'BARNES IS LOCATED APPROXIMATELY 6.7 MILES EAST OF WILSON, AND
 EY1256'6.0 MILES SE OF ELM CITY.  TO REACH STATION FROM THE NC 42
 EY1256'OVERPASS OF U.S. 301 AT NE EDGE OF WILSON, PROCEED EAST ALONG
 EY1256'NC 42 FOR 4.8 MILES TO STATION ON RIGHT AT EAST END OF A FIELD
 EY1256'ROAD, APPROXIMATELY 150 FEET SOUTH OF BARNES GROCERY AND SERVICE
 EY1256'STATION, AND 0.05 MILE WEST OF T INTERSECTION WITH SR 1424 (N).
 EY1256'
 EY1256'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1256'BARNES 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1256'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY1256'
 EY1256'MARK IS 21.9 FT SSE OF C/L OF NC 42
 EY1256'
 EY1256'15.2 FT NNE OF CENTER OF METAL GATE TO FIELD
 EY1256'
 EY1256'8.8 FT WNW OF EASTERNMOST END OF CULVERT UNDER FIELD ROAD
 EY1256'
 EY1256'22.8 FT NE OF WESTERNMOST END OF CULVERT UNDER FIELD ROAD
 EY1256'
 EY1256'94.4 FT ESE OF WESTERNMOST END OF CULVERT UNDER WESTERNMOST
 EY1256'ENTRANCE DRIVE TO BARNES GROCERY
 EY1256'
 EY1256'59.3 FT S OF PP WITH ALUMINUM REF. TAG AND TRANSFORMER
 EY1256'
 EY1256'62.9 FT NNE OF SERVICE POLE WITH ALUMINUM REF. TAG
 EY1256
 EY1256                          STATION RECOVERY (1976)
 EY1256
 EY1256'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1256'6.7 MI E FROM WILSON.
 EY1256'TO REACH STATION FROM THE NC 42 OVERPASS OF US 301 AT NORTHEAST EDGE
 EY1256'OF WILSON, PROCEED EAST ALONG NC 42 FOR 4.8 MILES TO STATION ON RIGHT
 EY1256'AT EAST END OF A FIELD ROAD, APPROXIMATELY 150 FEET SOUTH OF BARNES
 EY1256'GROCERY AND SERVICE STATION, 0.05 MILE WEST OF T INTERSECTION WITH SR
 EY1256'1424 (N), 21.9 FT. SSE OF CENTERLINE OF NC 42, 15.2 FT. NNE OF CENTER
 EY1256'OF METAL GATE TO FIELD, 8.8 FT. WNW OF EASTERNMOST END OF CULVERT
 EY1256'UNDER FIELD ROAD, 22.8 FT. NE OF WESTERNMOST END OF CULVERT UNDER
 EY1256'FIELD ROAD, 94.4 FT. ESE OF WESTERNMOST END OF CULVERT UNDER
 EY1256'WESTERNMOST ENTRANCE DRIVE TO BARNES GROCERY, 59.3 FT. S OF POWER POLE
 EY1256'WITH ALUMINUM REF. TAG AND TRANSFORMER AND 62.9 FT. NNE OF SERVICE
 EY1256'POLE WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE
 EY1256'CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0223 ***********************************************************************
 EZ0223  DESIGNATION -  BARNES
 EZ0223  PID         -  EZ0223
 EZ0223  STATE/COUNTY-  NC/JOHNSTON
 EZ0223  USGS QUAD   -  FOUR OAKS (1986)
 EZ0223
 EZ0223                         *CURRENT SURVEY CONTROL
 EZ0223  ___________________________________________________________________
 EZ0223* NAD 83(2001)-  35 27 03.80639(N)    078 23 44.54931(W)     ADJUSTED  
 EZ0223* NAVD 88     -        57.277  (meters)     187.92   (feet)  ADJUSTED  
 EZ0223  ___________________________________________________________________
 EZ0223  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EZ0223  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 EZ0223  DYNAMIC HT  -          57.226 (meters)     187.75  (feet)  COMP
 EZ0223  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 EZ0223
 EZ0223  HORZ ORDER  -  SECOND
 EZ0223  VERT ORDER  -  SECOND    CLASS II
 EZ0223
 EZ0223.The horizontal coordinates were established by classical geodetic methods
 EZ0223.and adjusted by the National Geodetic Survey in August 2005.
 EZ0223
 EZ0223.The orthometric height was determined by differential leveling
 EZ0223.and adjusted in June 1991.
 EZ0223
 EZ0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0223
 EZ0223.The geoid height was determined by GEOID03.
 EZ0223
 EZ0223.The dynamic height is computed by dividing the NAVD 88
 EZ0223.geopotential number by the normal gravity value computed on the
 EZ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0223.degrees latitude (g = 980.6199 gals.).
 EZ0223
 EZ0223.The modeled gravity was interpolated from observed gravity values.
 EZ0223
 EZ0223;                    North         East     Units Scale Factor Converg.
 EZ0223;SPC NC       -   188,865.776   664,454.492   MT  0.99987862   +0 20 55.6
 EZ0223;SPC NC       -   619,637.13  2,179,964.45   sFT  0.99987862   +0 20 55.6
 EZ0223;UTM  17      - 3,926,182.371   736,361.339   MT  1.00028852   +1 30 40.3
 EZ0223
 EZ0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0223!SPC NC       -   0.99999636  x   0.99987862  =   0.99987498
 EZ0223!UTM  17      -   0.99999636  x   1.00028852  =   1.00028488
 EZ0223
 EZ0223:                Primary Azimuth Mark                     Grid Az
 EZ0223:SPC NC       -  NEWTON                                   040 12 20.1
 EZ0223:UTM  17      -  NEWTON                                   039 02 35.4
 EZ0223
 EZ0223|---------------------------------------------------------------------|
 EZ0223| PID    Reference Object                     Distance      Geod. Az  |
 EZ0223|                                                           dddmmss.s |
 EZ0223| EZ0222 NEWTON                              APPROX. 0.9 KM 0403315.7 |
 EZ0223|---------------------------------------------------------------------|
 EZ0223
 EZ0223                          SUPERSEDED SURVEY CONTROL
 EZ0223
 EZ0223  NAD 83(1986)-  35 27 03.81318(N)    078 23 44.55996(W) AD(       ) 2
 EZ0223  NAD 27      -  35 27 03.23139(N)    078 23 45.54545(W) AD(       ) 2
 EZ0223  NGVD 29 (??/??/92)   57.561  (m)          188.85   (f) ADJ UNCH    2 2
 EZ0223
 EZ0223.Superseded values are not recommended for survey control.
 EZ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0223.See file dsdata.txt to determine how the superseded data were derived.
 EZ0223
 EZ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3636126182(NAD 83)
 EZ0223_MARKER: DE = TRAVERSE STATION DISK
 EZ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0223_STAMPING: BARNES 1967
 EZ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0223+STABILITY: SURFACE MOTION
 EZ0223
 EZ0223  HISTORY     - Date     Condition        Report By
 EZ0223  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0223  HISTORY     - 1973     GOOD             NCGS
 EZ0223  HISTORY     - 1974     GOOD             NCGS
 EZ0223  HISTORY     - 19920808 GOOD             USPSQD
 EZ0223
 EZ0223                          STATION DESCRIPTION
 EZ0223
 EZ0223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0223'BARNES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0223'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ0223'
 EZ0223'BARNES IS LOCATED APPROXIMATELY 1.8 MILES EAST OF FOUR
 EZ0223'OAKS.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1178
 EZ0223'(KEEN RD.) WITH I-95 IN SOUTHEAST SIDE OF FOUR OAKS, GO
 EZ0223'NORTHEAST ON I-95 FOR 1.6 MILES TO STATION.  WHICH IS ON
 EZ0223'THE SOUTHEAST BANK OF I-95 NORTH BOUND LANE, ABOUT 275 FEET
 EZ0223'FROM QUALITY COURTS SIGN AND 0.5 MILE ALONG I-95 FROM
 EZ0223'U.S. 701 OVERPASS.
 EZ0223'
 EZ0223'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0223'BARNES 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0223'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0223'
 EZ0223'MARK IS
 EZ0223'
 EZ0223'54.3 FT SE OF C/L OF I-95 N BOUND LANE
 EZ0223'
 EZ0223'9.3 FT W OF FENCE POST (E END BRACE POST) AND WITH
 EZ0223'ALUMINUM REF. TAG
 EZ0223'
 EZ0223'4.9 FT NW OF FENCE POST (CENTER BRACE POST), AND WITH
 EZ0223'ALUMINUM REF. TAG
 EZ0223'
 EZ0223'9.1 FT N OF FENCE POST (W END BRACE POST), AND WITH
 EZ0223'ALUMINUM REF. TAG
 EZ0223
 EZ0223                          STATION RECOVERY (1973)
 EZ0223
 EZ0223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (DB)
 EZ0223'RECOVERED AS DESCRIBED.
 EZ0223
 EZ0223                          STATION RECOVERY (1974)
 EZ0223
 EZ0223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0223'1.8 MI E FROM FOUR OAKS.
 EZ0223'TO REACH STATION FROM THE I-95 UNDERPASS OF U.S. 701, PROCEED
 EZ0223'SOUTHWEST ALONG I-95 FOR 0.5 MILE TO STATION ON LEFT ON SOUTHEAST
 EZ0223'BANK OF NORTH BOUND LANE, 1.6 MILE NORTHEAST OF SR 1178 (KEEN
 EZ0223'ROAD OVERPASS), AND APPROXIMATELY 275 FEET FROM A QUALITY COURTS
 EZ0223'MOTEL SIGN, 54.3 FT SE OF C/L OF I-95 NORTH BOUND LANE, 9.3 FT
 EZ0223'W OF FENCE POST (EAST END BRACE POST) AND WITH ALUMINUM REF.
 EZ0223'TAG, 4.9 FT NW OF FENCE POST (CENTER BRACE POST), AND WITH
 EZ0223'ALUMINUM REF. TAG, AND 9.1 FT NORTH OF FENCE POST (WEST END BRACE
 EZ0223'POST) WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER
 EZ0223'2 INCHES BELOW THE GROUND.
 EZ0223
 EZ0223                          STATION RECOVERY (1992)
 EZ0223
 EZ0223'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0366 ***********************************************************************
 FZ0366  DESIGNATION -  BARNES
 FZ0366  PID         -  FZ0366
 FZ0366  STATE/COUNTY-  NC/FORSYTH
 FZ0366  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ0366
 FZ0366                         *CURRENT SURVEY CONTROL
 FZ0366  ___________________________________________________________________
 FZ0366* NAD 83(2001)-  36 07 12.59937(N)    080 21 54.14085(W)     ADJUSTED  
 FZ0366* NAVD 88     -       268.154  (meters)     879.77   (feet)  ADJUSTED  
 FZ0366  ___________________________________________________________________
 FZ0366  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 FZ0366  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 FZ0366  DYNAMIC HT  -         267.906 (meters)     878.95  (feet)  COMP
 FZ0366  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 FZ0366
 FZ0366  HORZ ORDER  -  SECOND
 FZ0366  VERT ORDER  -  SECOND    CLASS 0
 FZ0366
 FZ0366.The horizontal coordinates were established by classical geodetic methods
 FZ0366.and adjusted by the National Geodetic Survey in August 2005.
 FZ0366
 FZ0366.The orthometric height was determined by differential leveling
 FZ0366.and adjusted in June 1991.
 FZ0366
 FZ0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0366
 FZ0366.The geoid height was determined by GEOID03.
 FZ0366
 FZ0366.The dynamic height is computed by dividing the NAVD 88
 FZ0366.geopotential number by the normal gravity value computed on the
 FZ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0366.degrees latitude (g = 980.6199 gals.).
 FZ0366
 FZ0366.The modeled gravity was interpolated from observed gravity values.
 FZ0366
 FZ0366;                    North         East     Units Scale Factor Converg.
 FZ0366;SPC NC       -   263,778.921   486,716.675   MT  0.99998735   -0 47 16.3
 FZ0366;SPC NC       -   865,414.68  1,596,836.29   sFT  0.99998735   -0 47 16.3
 FZ0366;UTM  17      - 3,997,463.455   557,140.929   MT  0.99964023   +0 22 27.5
 FZ0366
 FZ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0366!SPC NC       -   0.99996310  x   0.99998735  =   0.99995045
 FZ0366!UTM  17      -   0.99996310  x   0.99964023  =   0.99960334
 FZ0366
 FZ0366                          SUPERSEDED SURVEY CONTROL
 FZ0366
 FZ0366  NAD 83(1993)-  36 07 12.60591(N)    080 21 54.14746(W) AD(       ) 2
 FZ0366  NAD 83(1986)-  36 07 12.60575(N)    080 21 54.14784(W) AD(       ) 2
 FZ0366  NAD 27      -  36 07 12.11424(N)    080 21 54.95408(W) AD(       ) 2
 FZ0366  NGVD 29 (??/??/92)  268.353  (m)          880.42   (f) ADJ UNCH    2 0
 FZ0366
 FZ0366.Superseded values are not recommended for survey control.
 FZ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0366.See file dsdata.txt to determine how the superseded data were derived.
 FZ0366
 FZ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5714197463(NAD 83)
 FZ0366_MARKER: DE = TRAVERSE STATION DISK
 FZ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0366_STAMPING: BARNES 1970
 FZ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0366
 FZ0366  HISTORY     - Date     Condition        Report By
 FZ0366  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0366  HISTORY     - 1972     GOOD             NCGS
 FZ0366  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 FZ0366  HISTORY     - 19920727 GOOD             USPSQD
 FZ0366  HISTORY     - 20041106 GOOD             USPSQD
 FZ0366
 FZ0366                          STATION DESCRIPTION
 FZ0366
 FZ0366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0366'BARNES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0366'THE VICINITY OF MT. TABOR, NORTH CAROLINA.
 FZ0366'
 FZ0366'BARNES IS LOCATED APPROXIMATELY 2.7 MILES WEST OF MT. TABOR AND
 FZ0366'2.3 MILES SOUTH OF PFAFFTOWN.  TO REACH STATION PROCEED FROM THE
 FZ0366'INTERSECTION OF SR 1370 (POLO RD.) AND SR 1348 (ROBINHOOD RD.) IN
 FZ0366'MT. TABOR, GO WEST ON SR 1348 FOR 2.3 MILES TO INTERSECTION OF SR
 FZ0366'1348 AND SR 1427 (FLEETWOOD CIRCLE), CONTINUE WEST ON SR 1348 FOR
 FZ0366'0.4 MILE TO STATION ON LEFT, APPROXIMATELY 50 FEET WEST OF
 FZ0366'DRIVEWAY TO HOME OF MR. BARNES ON NORTH SIDE OF ROAD, AND 0.15
 FZ0366'MILE EAST OF INTERSECTION OF SR 1348 WITH SR 1314 AND SR 1427.
 FZ0366'
 FZ0366'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0366'BARNES 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FZ0366'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0366'
 FZ0366'MARK IS
 FZ0366'18.4 FEET S OF C/L OF SR 1348.
 FZ0366'71.7 FEET SW OF INTERSECTION OF DRIVEWAY TO HOME OF MR. BARNES.
 FZ0366'119.5 FEET W OF C/L OF GRAVEL DRIVEWAY.
 FZ0366'54.1 FEET S OF ALUMINUM REF. TAG ON PP.
 FZ0366'108.9 FEET W OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FZ0366'64.6 FEET SW OF ALUMINUM REF. TAG ON 20 INCH OAK TREE.
 FZ0366
 FZ0366                          STATION RECOVERY (1972)
 FZ0366
 FZ0366'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0366'2.3 MI S FROM PFAFFTOWN.
 FZ0366'STATION IS LOCATED APPROXIMATELY 6.9 MILES WEST OF DOWNTOWN
 FZ0366'WINSTON-SALEM.  TO REACH STATION FROM BRIDGE ON SR 1348
 FZ0366'(ROBINHOOD ROAD) OVER SILAS CREEK PARKWAY, PROCEED WEST ALONG
 FZ0366'SR 1348 FOR 03.75 MILES TO STATION ON THE LEFT, 0.10 MILE EAST
 FZ0366'OF SR 1314 (MEADOWLARK DRIVE), 18.4 FEET SOUTH OF C/L OF SR
 FZ0366'1348, 71.0 FEET SW OF C/L INTERSECTION OF DRIVEWAY TO ONE STORY
 FZ0366'WHITE FRAME HOUSE (BARNES RESIDENCE) WITH NORTH EDGE OF SR
 FZ0366'1348, 119.5 FEET WEST OF C/L OF DRIVEWAY TO A ONE STORY BRICK
 FZ0366'HOUSE, 54.1 FEET SOUTH OF SERVICE POLE WITH ALUMINUM REF. TAG,
 FZ0366'109.9 FEET WEST OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG,
 FZ0366'64.6 FEET SW OF 20 IN MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET
 FZ0366'2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0366
 FZ0366                          STATION RECOVERY (1983)
 FZ0366
 FZ0366'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0366'MARK NOT FOUND.
 FZ0366
 FZ0366                          STATION RECOVERY (1992)
 FZ0366
 FZ0366'RECOVERY NOTE BY US POWER SQUADRON 1992 (PGH)
 FZ0366'RECOVERED IN GOOD CONDITION.
 FZ0366
 FZ0366                          STATION RECOVERY (2004)
 FZ0366
 FZ0366'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2807 ***********************************************************************
 FY2807  DESIGNATION -  BARNES
 FY2807  PID         -  FY2807
 FY2807  STATE/COUNTY-  NC/VANCE
 FY2807  USGS QUAD   -  HENDERSON (1982)
 FY2807
 FY2807                         *CURRENT SURVEY CONTROL
 FY2807  ___________________________________________________________________
 FY2807* NAD 83(2001)-  36 15 11.95957(N)    078 27 42.32161(W)     ADJUSTED  
 FY2807* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 FY2807  ___________________________________________________________________
 FY2807  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 FY2807  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 FY2807  HORZ ORDER  -  SECOND
 FY2807
 FY2807.The horizontal coordinates were established by classical geodetic methods
 FY2807.and adjusted by the National Geodetic Survey in August 2005.
 FY2807
 FY2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2807
 FY2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2807
 FY2807.The geoid height was determined by GEOID03.
 FY2807
 FY2807;                    North         East     Units Scale Factor Converg.
 FY2807;SPC NC       -   277,840.539   657,976.590   MT  1.00002534   +0 18 38.4
 FY2807;SPC NC       -   911,548.50  2,158,711.53   sFT  1.00002534   +0 18 38.4
 FY2807;UTM  17      - 4,015,034.539   728,054.647   MT  1.00024086   +1 30 06.0
 FY2807
 FY2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2807!SPC NC       -   0.99998155  x   1.00002534  =   1.00000689
 FY2807!UTM  17      -   0.99998155  x   1.00024086  =   1.00022241
 FY2807
 FY2807:                Primary Azimuth Mark                     Grid Az
 FY2807:SPC NC       -  BEARPOND                                 065 32 54.5
 FY2807:UTM  17      -  BEARPOND                                 064 21 26.9
 FY2807
 FY2807|---------------------------------------------------------------------|
 FY2807| PID    Reference Object                     Distance      Geod. Az  |
 FY2807|                                                           dddmmss.s |
 FY2807| FY2036 BEARPOND                            APPROX. 6.2 KM 0655132.9 |
 FY2807| FY2731 YELLOW                              APPROX. 0.6 KM 1993756.4 |
 FY2807|---------------------------------------------------------------------|
 FY2807
 FY2807                          SUPERSEDED SURVEY CONTROL
 FY2807
 FY2807  NAD 83(1993)-  36 15 11.96330(N)    078 27 42.32577(W) AD(       ) 2
 FY2807  NAD 83(1986)-  36 15 11.96133(N)    078 27 42.33238(W) AD(       ) 2
 FY2807  NAD 27      -  36 15 11.43283(N)    078 27 43.33692(W) AD(       ) 2
 FY2807  NGVD 29 (07/19/86)  150.4    (m)          493.     (f) VERT ANG    3  
 FY2807
 FY2807.Superseded values are not recommended for survey control.
 FY2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2807.See file dsdata.txt to determine how the superseded data were derived.
 FY2807
 FY2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2805515035(NAD 83)
 FY2807_MARKER: DE = TRAVERSE STATION DISK
 FY2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2807_STAMPING: BARNES 1969
 FY2807_MARK LOGO: NCGS  
 FY2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2807+STABILITY: SURFACE MOTION
 FY2807
 FY2807  HISTORY     - Date     Condition        Report By
 FY2807  HISTORY     - 1969     MONUMENTED       NCGS
 FY2807
 FY2807                          STATION DESCRIPTION
 FY2807
 FY2807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (CBM)
 FY2807'BARNES IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 FY2807'ESTABLISHED IN THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2807'
 FY2807'BARNES IS LOCATED APPROXIMATELY 5.7 MILES SOUTHWEST
 FY2807'OF HENDERSON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY2807'OF SR 1115 (BEAR POND RD.) ON SOUTH SIDE OF HENDERSON,
 FY2807'GO SOUTHWEST ON SR 1115 FOR 2.4 MILES TO WHERE SR 1115
 FY2807'BECOMES SR 1101, CONTINUE ON SOUTHWEST ON SR 1101
 FY2807'FOR 1.5 MILES TO STATION.  WHICH IS ON THE WEST SIDE OF SR
 FY2807'1101, IN FRONT YARD OF A ONE STORY WHITE FRAME HOUSE
 FY2807'(JAMES T. BARNES RESIDENCE), AND 0.2 MILES SOUTH OF
 FY2807'INTERSECTION OF SR 1101 WITH SR 1107.
 FY2807'
 FY2807'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY2807'STAMPED BARNES 1969, SET IN THE TOP OF A CONCRETE
 FY2807'CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE SURFACE
 FY2807'OF THE GROUND.
 FY2807'
 FY2807'MARK IS
 FY2807'
 FY2807'50.3 FT W OF C/L OF SR 1101
 FY2807'
 FY2807'33.9 FT ESE OF SE CORNER OF ONE STORY WHITE FRAME HOUSE
 FY2807'
 FY2807'35.3 FT SE OF S CORNER OF LOWER STEP OF ONE STORY
 FY2807'WHITE FRAME HOUSE
 FY2807'
 FY2807'7.7 FT NW OF 6 INCH MAPLE TREE IN FRONT YARD
 FY2807'
 FY2807'25.0 FT N OF C/L OF DRIVEWAY TO ONE STORY WHITE
 FY2807'FRAME HOUSE
 FY2807'
 FY2807'38.5 FT NE OF 24 INCH OAK TREE ON W SIDE OF SR 1101,
 FY2807'WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3908 ***********************************************************************
 FX3908  DESIGNATION -  BARNES
 FX3908  PID         -  FX3908
 FX3908  STATE/COUNTY-  NC/GATES
 FX3908  USGS QUAD   -  HARRELLSVILLE (1982)
 FX3908
 FX3908                         *CURRENT SURVEY CONTROL
 FX3908  ___________________________________________________________________
 FX3908* NAD 83(2001)-  36 21 52.20042(N)    076 48 37.49319(W)     ADJUSTED  
 FX3908* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3908  ___________________________________________________________________
 FX3908  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FX3908  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 FX3908  HORZ ORDER  -  THIRD
 FX3908
 FX3908.The horizontal coordinates were established by classical geodetic methods
 FX3908.and adjusted by the National Geodetic Survey in August 2005.
 FX3908
 FX3908.The orthometric height was scaled from a topographic map.
 FX3908
 FX3908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3908
 FX3908.The geoid height was determined by GEOID03.
 FX3908
 FX3908;                    North         East     Units Scale Factor Converg.
 FX3908;SPC NC       -   292,213.985   806,105.911   MT  1.00006122   +1 15 49.5
 FX3908;SPC NC       -   958,705.38  2,644,699.14   sFT  1.00006122   +1 15 49.5
 FX3908;UTM  18      - 4,025,899.854   337,577.691   MT  0.99992504   -1 04 25.2
 FX3908
 FX3908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3908!SPC NC       -   1.00000569  x   1.00006122  =   1.00006691
 FX3908!UTM  18      -   1.00000569  x   0.99992504  =   0.99993073
 FX3908
 FX3908|---------------------------------------------------------------------|
 FX3908| PID    Reference Object                     Distance      Geod. Az  |
 FX3908|                                                           dddmmss.s |
 FX3908| FX4556 BARNES WM 1                           1.840 METERS 00116     |
 FX3908| FX3927 RIVER                               APPROX. 0.6 KM 0945659.9 |
 FX3908| FX4557 BARNES WM 2                                        16928     |
 FX3908| FX4555 BARNES RM 1                          25.700 METERS 31040     |
 FX3908|---------------------------------------------------------------------|
 FX3908
 FX3908                          SUPERSEDED SURVEY CONTROL
 FX3908
 FX3908  NAD 83(1993)-  36 21 52.20174(N)    076 48 37.49877(W) AD(       ) 3
 FX3908  NAD 83(1986)-  36 21 52.21112(N)    076 48 37.50854(W) AD(       ) 3
 FX3908  NAD 27      -  36 21 51.65000(N)    076 48 38.68000(W) AD(       ) 3
 FX3908
 FX3908.Superseded values are not recommended for survey control.
 FX3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3908.See file dsdata.txt to determine how the superseded data were derived.
 FX3908
 FX3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3757825900(NAD 83)
 FX3908_MARKER: I = METAL ROD
 FX3908_SETTING: 0 = UNSPECIFIED SETTING
 FX3908
 FX3908  HISTORY     - Date     Condition        Report By
 FX3908  HISTORY     - 1932     MONUMENTED       CGS
 FX3908  HISTORY     - 1963     GOOD             CGS
 FX3908
 FX3908                          STATION DESCRIPTION
 FX3908
 FX3908'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3908'ON NORTH SIDE OF CHOWAN RIVER, ABOUT 25 METERS (82 FEET) EAST OF
 FX3908'POINT OF LAND FORMED BY JUNCTION OF CHOWAN RIVER AND BARNES
 FX3908'CREEK, IN MASS OF CYPRESS ROOTS.  MARKED BY 2 INCH GALVANIZED IRON
 FX3908'PIPE. REFERENCE MARK NO.1 IS A STANDARD DISK DRIVEN INTO 3 FOOT
 FX3908'CYPRESS TREE (TREE FORKS JUST ABOVE REFERENCE MARK) ON POINT OF
 FX3908'LAND FORMED BY JUNCTION OF CHOWAN RIVER AND BARNES CREEK AND IS
 FX3908'25.70 METERS (84.3 FEET) FROM STATION IN BEARING N 49 DEG 20 MIN
 FX3908'W.  WITNESS MARK NO.1 IS RAILROAD SPIKE DRIVEN INTO TRIANGULAR
 FX3908'BLAZE ON SMALL 3 INCH GUM TREE LOCATED ABOUT 25 METERS (82 FEET)
 FX3908'OFFSHORE AND 1.84 METERS (6 FEET) FROM STATION IN BEARING N 1 DEG
 FX3908'16 MIN E.  WITNESS MARK NO.2 IS RAILROAD SPIKE DRIVEN IN TOP OF
 FX3908'SMALL CYPRESS STUMP EXTENDING ABOUT 6 INCHES ABOVE WATER, IN SAME
 FX3908'VICINITY AS WITNESS MARK NO.1 BUT ON OPPOSITE SIDE OF STATION, AND
 FX3908'1.82 METERS (6 FEET) FROM STATION IN BEARING S 10 DEG 31 MIN E.
 FX3908
 FX3908                          STATION RECOVERY (1963)
 FX3908
 FX3908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3908'STATION RECOVERED IN GOOD CONDITION.  IT IS 5 FEET SOUTH OF A LONE
 FX3908'6 INCH TREE WHICH IS 85 FEET OFFSHORE FROM POINT OF LAND BETWEEN
 FX3908'BARNES CREEK AND CHOWAN RIVER.
 FX3908'
 FX3908'REFERENCE MARK NO.1 IS IN A 4 FEET TWIN CYPRESS TREE AT POINT OF
 FX3908'LAND BETWEEN THE CHOWAN RIVER AND BARNES CREEK.
 FX3908'
 FX3908'WITNESS MARK NO.1 RECOVERED IN GOOD CONDITION AND IT IS IN THE
 FX3908'LONE 6 INCHH TREE, 85 FEET OFFSHORE.
 FX3908'
 FX3908'WITNESS MARK NO.2 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4156 ***********************************************************************
 FY4156  DESIGNATION -  BARNES
 FY4156  PID         -  FY4156
 FY4156  STATE/COUNTY-  NC/ROCKINGHAM
 FY4156  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY4156
 FY4156                         *CURRENT SURVEY CONTROL
 FY4156  ___________________________________________________________________
 FY4156* NAD 83(2001)-  36 23 33.16658(N)    079 38 26.57856(W)     ADJUSTED  
 FY4156* NAVD 88     -       247.4    (meters)     812.     (feet)  VERTCON   
 FY4156  ___________________________________________________________________
 FY4156  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 FY4156  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY4156  HORZ ORDER  -  SECOND
 FY4156
 FY4156.The horizontal coordinates were established by classical geodetic methods
 FY4156.and adjusted by the National Geodetic Survey in August 2005.
 FY4156
 FY4156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4156
 FY4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4156
 FY4156.The geoid height was determined by GEOID03.
 FY4156
 FY4156;                    North         East     Units Scale Factor Converg.
 FY4156;SPC NC       -   293,344.651   552,115.856   MT  1.00007088   -0 22 11.3
 FY4156;SPC NC       -   962,414.91  1,811,400.10   sFT  1.00007088   -0 22 11.3
 FY4156;UTM  17      - 4,028,347.031   621,902.413   MT  0.99978309   +0 48 23.7
 FY4156
 FY4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4156!SPC NC       -   0.99996619  x   1.00007088  =   1.00003707
 FY4156!UTM  17      -   0.99996619  x   0.99978309  =   0.99974929
 FY4156
 FY4156                          SUPERSEDED SURVEY CONTROL
 FY4156
 FY4156  NAD 83(1993)-  36 23 33.16933(N)    079 38 26.58171(W) AD(       ) 2
 FY4156  NAD 83(1986)-  36 23 33.17252(N)    079 38 26.58625(W) AD(       ) 2
 FY4156  NGVD 29 (01/17/91)  247.6    (m)          812.     (f) VERT ANG    3  
 FY4156
 FY4156.Superseded values are not recommended for survey control.
 FY4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4156.See file dsdata.txt to determine how the superseded data were derived.
 FY4156
 FY4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2190228347(NAD 83)
 FY4156_MARKER: DE = TRAVERSE STATION DISK
 FY4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4156_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4156+STABILITY: SURFACE MOTION
 FY4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4156+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 FY4156
 FY4156  HISTORY     - Date     Condition        Report By
 FY4156  HISTORY     - 1978     MONUMENTED       NCGS
 FY4156  HISTORY     - 20040411 GOOD             USPSQD
 FY4156
 FY4156                          STATION DESCRIPTION
 FY4156
 FY4156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4156'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF SADLER AND
 FY4156'2.6 MILES NORTHEAST OF REIDSVILLE.
 FY4156'
 FY4156'TO REACH THE STATION FROM THE INTERSECTION OF US 29 BUSINESS WITH
 FY4156'SR 2761 (MADISON STREET), NORTHEAST OF REIDSVILLE, PROCEED NORTHEAST
 FY4156'ALONG US 29 BUSINESS FOR 1.0 MILES TO STATION ON LEFT, BETWEEN POWER
 FY4156'POLE AND GUY WIRE, APPROXIMATELY NEAR ROBERT BARNES BRICK HOUSE AND
 FY4156'0.2 MILE NORTHEAST OF INTERSECTION WITH SR 1941.
 FY4156'
 FY4156'STATION MARK IS A STANDARD DISK STAMPED---BARNES 1978---, SET IN THE
 FY4156'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND
 FY4156'SURFACE.  THE MARK IS 43.9 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 FY4156'US 29 BUSINESS, 33.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF BARNES
 FY4156'CONCRETE DRIVEWAY, 87.6 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 FY4156'C. REIDS CONCRETE DRIVEWAY, 9.3 FEET NORTH-NORTHWEST OF POWER POLE
 FY4156'WITH TRANSFORMER AND WITH REFERENCE TAG AND 89.0 FEET SOUTH-SOUTHEAST
 FY4156'OF POWER POLE WITH REFERENCE TAG.
 FY4156
 FY4156                          STATION RECOVERY (2004)
 FY4156
 FY4156'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3785 ***********************************************************************
 EB3785  DESIGNATION -  BARNES
 EB3785  PID         -  EB3785
 EB3785  STATE/COUNTY-  NC/ROBESON
 EB3785  USGS QUAD   -  FAIRMONT (1962)
 EB3785
 EB3785                         *CURRENT SURVEY CONTROL
 EB3785  ___________________________________________________________________
 EB3785* NAD 83(2001)-  34 22 44.23514(N)    079 06 51.71301(W)     ADJUSTED  
 EB3785* NAVD 88     -        30.4    (meters)     100.     (feet)  VERTCON   
 EB3785  ___________________________________________________________________
 EB3785  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 EB3785  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 EB3785  HORZ ORDER  -  SECOND
 EB3785
 EB3785.The horizontal coordinates were established by classical geodetic methods
 EB3785.and adjusted by the National Geodetic Survey in August 2005.
 EB3785
 EB3785.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3785
 EB3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3785
 EB3785.The geoid height was determined by GEOID03.
 EB3785
 EB3785;                    North         East     Units Scale Factor Converg.
 EB3785;SPC NC       -    69,778.190   599,082.940   MT  0.99998768   -0 03 57.6
 EB3785;SPC NC       -   228,930.61  1,965,491.28   sFT  0.99998768   -0 03 57.6
 EB3785;UTM  17      - 3,805,786.203   673,368.688   MT  0.99997050   +1 03 54.1
 EB3785
 EB3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3785!SPC NC       -   1.00000050  x   0.99998768  =   0.99998818
 EB3785!UTM  17      -   1.00000050  x   0.99997050  =   0.99997100
 EB3785
 EB3785                          SUPERSEDED SURVEY CONTROL
 EB3785
 EB3785  NAD 83(1986)-  34 22 44.28654(N)    079 06 51.71262(W) AD(       ) 2
 EB3785  NGVD 29 (04/22/91)   30.7    (m)          101.     (f) VERT ANG    3  
 EB3785
 EB3785.Superseded values are not recommended for survey control.
 EB3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3785.See file dsdata.txt to determine how the superseded data were derived.
 EB3785
 EB3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7336905786(NAD 83)
 EB3785_MARKER: DE = TRAVERSE STATION DISK
 EB3785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3785_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3785+STABILITY: SURFACE MOTION
 EB3785
 EB3785  HISTORY     - Date     Condition        Report By
 EB3785  HISTORY     - 1977     MONUMENTED       NCGS
 EB3785
 EB3785                          STATION DESCRIPTION
 EB3785
 EB3785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3785'THE STATION IS LOCATED APPROXIMATELY 8.0 MILES SOUTH OF FAIRMONT AND
 EB3785'0.8 MILES NORTH-NORTHEAST OF MARIETTA.
 EB3785'
 EB3785'TO REACH STATION FROM SOUTHERNMOST JUNCTION OF NC 41 WITH NC 904 SOUTH
 EB3785'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 1.55 MILE TO SR 2258 AND
 EB3785'STATION IN RIGHT SHOULDER ON WEST SIDE OF CROSSROAD.
 EB3785'
 EB3785'STATION MARK IS A STANDARD DISK STAMPED---BARNES 1977---SET IN THE
 EB3785'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EB3785'SURFACE. THE MARK IS 20.5 FEET SOUTHWEST OF CENTERLINE OF NC 904, 64.0
 EB3785'FEET NORTHWEST OF CENTERLINE OF SR 2258, 46.4 FEET WEST OF UNDERGROUND
 EB3785'CABLE POST WITH REFERENCE TAG, 78.4 FEET SOUTH-SOUTHWEST OF A 40 INCH
 EB3785'OAK WITH REFERENCE TAG AND 61.9 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 EB3785'SHELTER OF OLD PACK BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8413 ***********************************************************************
 AF8413  DESIGNATION -  BARNES
 AF8413  PID         -  AF8413
 AF8413  STATE/COUNTY-  NC/HERTFORD
 AF8413  USGS QUAD   -  MURFREESBORO (1973)
 AF8413
 AF8413                         *CURRENT SURVEY CONTROL
 AF8413  ___________________________________________________________________
 AF8413* NAD 83(2001)-  36 24 23.93830(N)    077 04 59.90835(W)     ADJUSTED  
 AF8413* NAVD 88     -        25.5    (meters)      84.     (feet)  VERT ANG  
 AF8413  ___________________________________________________________________
 AF8413  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 AF8413  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AF8413  HORZ ORDER  -  SECOND
 AF8413
 AF8413.The horizontal coordinates were established by classical geodetic methods
 AF8413.and adjusted by the National Geodetic Survey in August 2005.
 AF8413
 AF8413.The orthometric height was determined by vertical angle observations.
 AF8413
 AF8413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8413
 AF8413.The geoid height was determined by GEOID03.
 AF8413
 AF8413;                    North         East     Units Scale Factor Converg.
 AF8413;SPC NC       -   296,384.059   781,528.028   MT  1.00007582   +1 06 22.5
 AF8413;SPC NC       -   972,386.70  2,564,063.21   sFT  1.00007582   +1 06 22.5
 AF8413;UTM  18      - 4,031,069.570   313,192.833   MT  1.00002997   -1 14 12.6
 AF8413
 AF8413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8413!SPC NC       -   1.00000150  x   1.00007582  =   1.00007732
 AF8413!UTM  18      -   1.00000150  x   1.00002997  =   1.00003147
 AF8413
 AF8413                          SUPERSEDED SURVEY CONTROL
 AF8413
 AF8413  NAD 83(1986)-  36 24 23.94735(N)    077 04 59.92450(W) AD(       ) 2
 AF8413
 AF8413.Superseded values are not recommended for survey control.
 AF8413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8413.See file dsdata.txt to determine how the superseded data were derived.
 AF8413
 AF8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1319331070(NAD 83)
 AF8413_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8413_STAMPING: BARNES 1985
 AF8413_MARK LOGO: NCGS  
 AF8413_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8413+STABILITY: SURFACE MOTION
 AF8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8413+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AF8413
 AF8413  HISTORY     - Date     Condition        Report By
 AF8413  HISTORY     - 1985     MONUMENTED       NCGS
 AF8413
 AF8413                          STATION DESCRIPTION
 AF8413
 AF8413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8413'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF
 AF8413'MURFREESBORO. ALONG NC 11 FOR 2.6 MI (4.2 KM) SOUTH FROM THE JUNCTION
 AF8413'WITH US 158 AND US 258 TO SR 1188 (COLLIN ROAD), ON THE NORTHWEST SIDE
 AF8413'OF THE T-INTERSECTION IN THE SOUTHWEST SHOULDER OF THE HIGHWAY. MARK
 AF8413'IS RECESSED 4 INCHES BELOW GROUND AND 1 FOOT (0.3 M) LOWER THAN
 AF8413'HIGHWAY. LOCATED 18.5 FT (5.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AF8413'THE HIGHWAY, 65.0 FT (19.8 M) NORTHWEST OF THE CENTERLINE OF THE
 AF8413'T-INTERSECTION, 105.0 FT (32.0 M) NORTHWEST OF THE SOUTHWEST END OF A
 AF8413'HIGHWAY CULVERT, 63.0 FT (19.2 M) WEST-SOUTHWEST OF THE NORTHWEST END
 AF8413'OF THE ROAD CULVERT, 121.0 FT (36.9 M) NORTHEAST OF THE NORTHEAST
 AF8413'CORNER OF A CHAIN LINK FENCE, AND 139.3 FT (42.5 M) SOUTHEAST OF A
 AF8413'POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8801 ***********************************************************************
 DH8801  DESIGNATION -  BARNES
 DH8801  PID         -  DH8801
 DH8801  STATE/COUNTY-  NC/GREENE
 DH8801  USGS QUAD   -  FOUNTAIN (1981)
 DH8801
 DH8801                         *CURRENT SURVEY CONTROL
 DH8801  ___________________________________________________________________
 DH8801* NAD 83(2001)-  35 38 44.49884(N)    077 41 28.28954(W)     ADJUSTED  
 DH8801* NAVD 88     -        31.8    (meters)     104.     (feet)  GPS OBS   
 DH8801  ___________________________________________________________________
 DH8801  X           -   1,106,195.059 (meters)                     COMP
 DH8801  Y           -  -5,069,723.926 (meters)                     COMP
 DH8801  Z           -   3,696,314.052 (meters)                     COMP
 DH8801  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DH8801  ELLIP HEIGHT-          -3.590 (meters)          (03/08/06) ADJUSTED
 DH8801  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DH8801  HORZ ORDER  -  FIRST
 DH8801  ELLP ORDER  -  FIFTH     CLASS I
 DH8801
 DH8801.The horizontal coordinates were established by GPS observations
 DH8801.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8801
 DH8801.The orthometric height was determined by GPS observations and a
 DH8801.high-resolution geoid model.
 DH8801
 DH8801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8801
 DH8801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8801
 DH8801.The ellipsoidal height was determined by GPS observations
 DH8801.and is referenced to NAD 83.
 DH8801
 DH8801.The geoid height was determined by GEOID03.
 DH8801
 DH8801;                    North         East     Units Scale Factor Converg.
 DH8801;SPC NC       -   211,072.739   728,118.063   MT  0.99989616   +0 45 19.5
 DH8801;SPC NC       -   692,494.48  2,388,834.01   sFT  0.99989616   +0 45 19.5
 DH8801;UTM  18      - 3,947,988.185   256,340.036   MT  1.00033167   -1 34 08.8
 DH8801
 DH8801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8801!SPC NC       -   1.00000056  x   0.99989616  =   0.99989672
 DH8801!UTM  18      -   1.00000056  x   1.00033167  =   1.00033223
 DH8801
 DH8801                          SUPERSEDED SURVEY CONTROL
 DH8801
 DH8801  NAD 83(1986)-  35 38 44.50801(N)    077 41 28.29801(W) AD(       ) 1
 DH8801
 DH8801.Superseded values are not recommended for survey control.
 DH8801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8801.See file dsdata.txt to determine how the superseded data were derived.
 DH8801
 DH8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5634047988(NAD 83)
 DH8801_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8801_STAMPING: BARNES 1999
 DH8801_MARK LOGO: NCGS  
 DH8801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8801+STABILITY: SURFACE MOTION
 DH8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8801+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DH8801
 DH8801  HISTORY     - Date     Condition        Report By
 DH8801  HISTORY     - 1999     MONUMENTED       NCGS
 DH8801
 DH8801                          STATION DESCRIPTION
 DH8801
 DH8801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 DH8801'STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) NORTH OF SNOW HILL AND 4.7
 DH8801'MI (7.6 KM) NORTHEAST OF APPIE. PROCEED ALONG US 264 ALTERNATE FOR 0.8
 DH8801'MI (1.3 KM) NORTHWEST FROM THE INTERSECTION NC 91 TO SR 1308 (SPRING
 DH8801'BRANCH CHURCH ROAD), THENCE ALONG SR 1308 NORTH FOR 1.2 MI (1.9 KM) TO
 DH8801'SR 1306 (MOSELY ROAD), THENCE ALONG SR 1306 NORTH FOR 1.4 MI (2.3 KM)
 DH8801'TO THE STATION ON THE LEFT ACROSS THE DITCH, OR 0.25 MI (0.40 KM) WEST
 DH8801'OF THE GREENE/PITT COUNTY LINE. MARK IS ABOUT LEVEL WITH SR 1306 AND
 DH8801'RECESSED 1 INCH BELOW THE GROUND. LOCATED 31 FT (9.4 M)
 DH8801'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1306 (SOIL), 291.5 FT (88.8 M)
 DH8801'WEST OF A TELEPHONE PEDESTAL (24E) ACROSS SR 1306 AND 80.6 FT (24.6 M)
 DH8801'SOUTHWEST OF A 6 INCH OAK TREE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK4519 ***********************************************************************
 DK4519  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4519  DESIGNATION -  BARNES BRIDGE
 DK4519  PID         -  DK4519
 DK4519  STATE/COUNTY-  NC/SCOTLAND
 DK4519  USGS QUAD   -  MC COLL (1982)
 DK4519
 DK4519                         *CURRENT SURVEY CONTROL
 DK4519  ___________________________________________________________________
 DK4519* NAD 83(2007)-  34 41 20.88001(N)    079 31 53.58336(W)     ADJUSTED  
 DK4519* NAVD 88     -        56.10   (meters)     184.1    (feet)  GPS OBS   
 DK4519  ___________________________________________________________________
 DK4519  EPOCH DATE  -        2002.00
 DK4519  X           -     953,921.125 (meters)                     COMP
 DK4519  Y           -  -5,162,762.381 (meters)                     COMP
 DK4519  Z           -   3,609,576.995 (meters)                     COMP
 DK4519  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DK4519  ELLIP HEIGHT-          23.854 (meters)          (04/30/08) ADJUSTED
 DK4519  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DK4519  HORZ ORDER  -  FIRST
 DK4519  ELLP ORDER  -  FOURTH    CLASS I
 DK4519
 DK4519.The horizontal coordinates were established by GPS observations
 DK4519.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 DK4519
 DK4519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4519.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4519.The horizontal coordinates are valid at the epoch date displayed above.
 DK4519.The epoch date for horizontal control is a decimal equivalence
 DK4519.of Year/Month/Day.
 DK4519
 DK4519.The orthometric height was determined by GPS observations and a
 DK4519.high-resolution geoid model.
 DK4519.The orthometric height was determined by GPS observations and a
 DK4519.high-resolution geoid model using precise GPS observation and
 DK4519.processing techniques.
 DK4519
 DK4519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4519
 DK4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4519
 DK4519.The ellipsoidal height was determined by GPS observations
 DK4519.and is referenced to NAD 83.
 DK4519
 DK4519.The geoid height was determined by GEOID03.
 DK4519
 DK4519;                    North         East     Units Scale Factor Converg.
 DK4519;SPC NC       -   104,309.673   560,898.213   MT  0.99992047   -0 18 24.5
 DK4519;SPC NC       -   342,222.65  1,840,213.55   sFT  0.99992047   -0 18 24.5
 DK4519;UTM  17      - 3,839,551.129   634,508.437   MT  0.99982300   +0 50 09.1
 DK4519
 DK4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4519!SPC NC       -   0.99999626  x   0.99992047  =   0.99991673
 DK4519!UTM  17      -   0.99999626  x   0.99982300  =   0.99981926
 DK4519
 DK4519:                Primary Azimuth Mark                     Grid Az
 DK4519:SPC NC       -  PANTHER                                  229 19 38.8
 DK4519:UTM  17      -  PANTHER                                  228 11 05.2
 DK4519
 DK4519|---------------------------------------------------------------------|
 DK4519| PID    Reference Object                     Distance      Geod. Az  |
 DK4519|                                                           dddmmss.s |
 DK4519| DK4544 PANTHER                             447.927 METERS 2290114.3 |
 DK4519|---------------------------------------------------------------------|
 DK4519
 DK4519                          SUPERSEDED SURVEY CONTROL
 DK4519
 DK4519.No superseded survey control is available for this station.
 DK4519
 DK4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3450839551(NAD 83)
 DK4519_MARKER: DD = SURVEY DISK
 DK4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4519_STAMPING: BARNES BRIDGE 2007
 DK4519_MARK LOGO: SCGS  
 DK4519_PROJECTION: FLUSH
 DK4519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4519+STABILITY: SURFACE MOTION
 DK4519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4519+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DK4519
 DK4519  HISTORY     - Date     Condition        Report By
 DK4519  HISTORY     - 20070104 MONUMENTED       SCGS
 DK4519
 DK4519                          STATION DESCRIPTION
 DK4519
 DK4519'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2007
 DK4519'STATION IS LOCATED 1.7 MI (2.7 KM) NORTH NORTHEAST OF MCCOLL, 6.4 MI
 DK4519'(10.3 KM) SOUTH-SOUTHWEST OF LAURINBURG.  OWNERSHIP--SCDOT, DIRECTOR
 DK4519'OF PRECONSTRUCTION, P.O. BOX 191, COLUMBIA, SC, 29202, PHONE
 DK4519'803-737-1350.
 DK4519' 
 DK4519'TO REACH THE STATION THE JUNCTION OF U.S. HIGHWAYS 15, 401 AND STATE
 DK4519'HIGHWAY 381 IN MCCOLL, GO EAST NORTHEAST ON HIGHWAYS 15 AND 401 FOR
 DK4519'1.75 MI (2.8 KM) TO THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF
 DK4519'NORTH CAROLINA STATE ROAD 1614 (BARNES BRIDGE ROAD), 0.05 MILE
 DK4519'NORTHEAST OF THE SOUTH CAROLINA/NORTH CAROLINA STATE LINE. STATION IS
 DK4519'A CONCRETE POST FLUSH WITH THE GROUND AND 0.5 BELOW THE ROAD, 57.1 FT
 DK4519'(17.4 M) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 26.5 FT (8.1 M)
 DK4519'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 107.4 FT (32.7 M)
 DK4519'SOUTH-SOUTHWEST OF THE SOUTHEAST ONE OF TWO METAL LEGS FOR A HIGHWAY
 DK4519'SIGN (DR.MARTIN LUTHER KING JR HIGHWAY), 65.1 FT (19.8 M) NORTHEAST OF
 DK4519'A WITNESS POST AT A STOP SIGN POST.
 DK4519' 
 DK4519'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION PANTHER. DESCRIBED BY
 DK4519'J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2598 ***********************************************************************
 FB2598  DESIGNATION -  BARNETT
 FB2598  PID         -  FB2598
 FB2598  STATE/COUNTY-  NC/CHEROKEE
 FB2598  USGS QUAD   -  PEACHTREE (1973)
 FB2598
 FB2598                         *CURRENT SURVEY CONTROL
 FB2598  ___________________________________________________________________
 FB2598* NAD 83(2001)-  35 07 18.45271(N)    083 55 49.51359(W)     ADJUSTED  
 FB2598* NAVD 88     -       584.4    (meters)    1917.     (feet)  VERTCON   
 FB2598  ___________________________________________________________________
 FB2598  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FB2598  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FB2598  HORZ ORDER  -  SECOND
 FB2598
 FB2598.The horizontal coordinates were established by classical geodetic methods
 FB2598.and adjusted by the National Geodetic Survey in August 2005.
 FB2598
 FB2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2598
 FB2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2598
 FB2598.The geoid height was determined by GEOID03.
 FB2598
 FB2598;                    North         East     Units Scale Factor Converg.
 FB2598;SPC NC       -   163,329.793   160,420.919   MT  0.99987515   -2 50 44.5
 FB2598;SPC NC       -   535,857.83    526,314.30   sFT  0.99987515   -2 50 44.5
 FB2598;UTM  17      - 3,890,480.468   232,951.436   MT  1.00047900   -1 41 12.9
 FB2598;UTM  16      - 3,890,862.955   779,734.141   MT  1.00056451   +1 46 01.7
 FB2598
 FB2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2598!SPC NC       -   0.99991276  x   0.99987515  =   0.99978792
 FB2598!UTM  17      -   0.99991276  x   1.00047900  =   1.00039172
 FB2598!UTM  16      -   0.99991276  x   1.00056451  =   1.00047722
 FB2598
 FB2598:                Primary Azimuth Mark                     Grid Az
 FB2598:SPC NC       -  PEACHTREE ENKA WATER TANK                215 03 46.9
 FB2598:UTM  17      -  PEACHTREE ENKA WATER TANK                213 54 15.3
 FB2598:UTM  16      -  PEACHTREE ENKA WATER TANK                210 27 00.7
 FB2598
 FB2598|---------------------------------------------------------------------|
 FB2598| PID    Reference Object                     Distance      Geod. Az  |
 FB2598|                                                           dddmmss.s |
 FB2598| FB2604 PEACHTREE ENKA WATER TANK           APPROX. 6.0 KM 2121302.4 |
 FB2598| FB2599 BRANCH                              APPROX. 0.8 KM 2555257.3 |
 FB2598|---------------------------------------------------------------------|
 FB2598
 FB2598                          SUPERSEDED SURVEY CONTROL
 FB2598
 FB2598  NAD 83(1995)-  35 07 18.45193(N)    083 55 49.51144(W) AD(       ) 2
 FB2598  NAD 83(1986)-  35 07 18.45847(N)    083 55 49.51995(W) AD(       ) 2
 FB2598  NAD 27      -  35 07 18.15168(N)    083 55 49.85390(W) AD(       ) 2
 FB2598  NGVD 29 (07/19/86)  584.4    (m)         1917.     (f) VERT ANG    3  
 FB2598
 FB2598.Superseded values are not recommended for survey control.
 FB2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2598.See file dsdata.txt to determine how the superseded data were derived.
 FB2598
 FB2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3295190480(NAD 83)
 FB2598_MARKER: DE = TRAVERSE STATION DISK
 FB2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2598_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2598+STABILITY: SURFACE MOTION
 FB2598
 FB2598  HISTORY     - Date     Condition        Report By
 FB2598  HISTORY     - 1977     MONUMENTED       NCGS
 FB2598
 FB2598                          STATION DESCRIPTION
 FB2598
 FB2598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FB2598'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTH-NORTHEAST OF
 FB2598'PEACHTREE AND 6.3 MILES EAST-NORTHEAST OF MURPHY.
 FB2598'
 FB2598'TO REACH THE STATION FROM THE INTERSECTION OF SR 1519 AND SR 1531 AT
 FB2598'PEACHTREE ELEMENTARY SCHOOL, PROCEED NORTH ALONG SR 1519 FOR 1.85
 FB2598'MILES TO SOUTHERNMOST INTERSECTION WITH SR 1527, THENCE NORTHEAST
 FB2598'ALONG SR 1527 FOR 0.35 MILE TO INTERSECTION OF DRIVE TO
 FB2598'KEMBALL BARNETT RESIDENCE, THENCE EAST ALONG BARNETT DRIVE FOR 0.20
 FB2598'MILE TO BARN AND STATION NEAR HIGHEST POINT IN PASTURE NORTH OF BARN.
 FB2598'
 FB2598'STATION MARK IS A STANDARD DISK STAMPED---BARNETT 1977---, SET IN THE
 FB2598'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB2598'THE MARK IS 6.9 FEET NORTHWEST OF A 24 INCH OAK WITH REFERENCE TAG,
 FB2598'36.8 FEET SOUTH-SOUTHEAST OF AN 18 INCH OAK WITH REFERENCE TAG, 7.3
 FB2598'FEET WEST OF A WITNESS POST AND FENCE LINE AND 35.3 FEET
 FB2598'EAST-SOUTHEAST OF A 24 INCH OAK STUMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3371 ***********************************************************************
 FA3371  DESIGNATION -  BARNETT
 FA3371  PID         -  FA3371
 FA3371  STATE/COUNTY-  NC/CALDWELL
 FA3371  USGS QUAD   -  MORGANTON NORTH (1993)
 FA3371
 FA3371                         *CURRENT SURVEY CONTROL
 FA3371  ___________________________________________________________________
 FA3371* NAD 83(2007)-  35 50 09.18339(N)    081 37 54.70039(W)     ADJUSTED  
 FA3371* NAVD 88     -       332.1    (meters)    1090.     (feet)  VERTCON   
 FA3371  ___________________________________________________________________
 FA3371  EPOCH DATE  -        2002.00
 FA3371  X           -     753,412.721 (meters)                     COMP
 FA3371  Y           -  -5,121,807.566 (meters)                     COMP
 FA3371  Z           -   3,713,619.746 (meters)                     COMP
 FA3371  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 FA3371  ELLIP HEIGHT-         299.713 (meters)          (02/10/07) ADJUSTED
 FA3371  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 FA3371
 FA3371  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3371  Type    PID    Designation                      North   East  Ellip
 FA3371  -------------------------------------------------------------------
 FA3371  NETWORK FA3371 BARNETT                           1.20   1.25   2.78
 FA3371  -------------------------------------------------------------------
 FA3371
 FA3371.The horizontal coordinates were established by GPS observations
 FA3371.and adjusted by the National Geodetic Survey in February 2007.
 FA3371
 FA3371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3371.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3371.The horizontal coordinates are valid at the epoch date displayed above.
 FA3371.The epoch date for horizontal control is a decimal equivalence
 FA3371.of Year/Month/Day.
 FA3371
 FA3371.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3371
 FA3371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3371
 FA3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3371
 FA3371.The ellipsoidal height was determined by GPS observations
 FA3371.and is referenced to NAD 83.
 FA3371
 FA3371.The geoid height was determined by GEOID03.
 FA3371
 FA3371;                    North         East     Units Scale Factor Converg.
 FA3371;SPC NC       -   234,543.653   371,858.034   MT  0.99992445   -1 31 08.5
 FA3371;SPC NC       -   769,498.63  1,220,004.23   sFT  0.99992445   -1 31 08.5
 FA3371;UTM  17      - 3,965,930.100   442,933.725   MT  0.99964013   -0 22 11.8
 FA3371
 FA3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3371!SPC NC       -   0.99995296  x   0.99992445  =   0.99987742
 FA3371!UTM  17      -   0.99995296  x   0.99964013  =   0.99959311
 FA3371
 FA3371:                Primary Azimuth Mark                     Grid Az
 FA3371:SPC NC       -  BLAKE                                    041 35 42.5
 FA3371:UTM  17      -  BLAKE                                    040 26 45.8
 FA3371
 FA3371|---------------------------------------------------------------------|
 FA3371| PID    Reference Object                     Distance      Geod. Az  |
 FA3371|                                                           dddmmss.s |
 FA3371| FA3364 BLAKE                               APPROX. 1.0 KM 0400434.0 |
 FA3371|---------------------------------------------------------------------|
 FA3371
 FA3371                          SUPERSEDED SURVEY CONTROL
 FA3371
 FA3371  NAD 83(1995)-  35 50 09.18402(N)    081 37 54.69993(W) AD(       ) 1
 FA3371  NAD 83(1986)-  35 50 09.19114(N)    081 37 54.70291(W) AD(       ) 1
 FA3371  NAD 83(1986)-  35 50 09.19261(N)    081 37 54.70263(W) AD(       ) 2
 FA3371  NAD 27      -  35 50 08.73126(N)    081 37 55.36209(W) AD(       ) 2
 FA3371  NGVD 29 (02/04/93)  332.2    (m)         1090.     (f) GPS OBS     3  
 FA3371
 FA3371.Superseded values are not recommended for survey control.
 FA3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3371.See file dsdata.txt to determine how the superseded data were derived.
 FA3371
 FA3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4293465930(NAD 83)
 FA3371_MARKER: DE = TRAVERSE STATION DISK
 FA3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3371_SP_SET: CONCRETE POST
 FA3371_STAMPING: BARNETT 1969
 FA3371_MARK LOGO: NCGS  
 FA3371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3371+STABILITY: SURFACE MOTION
 FA3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3371+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1989
 FA3371
 FA3371  HISTORY     - Date     Condition        Report By
 FA3371  HISTORY     - 1969     MONUMENTED       NCGS
 FA3371  HISTORY     - 1969     GOOD             NCGS
 FA3371  HISTORY     - 1985     GOOD             USPSQD
 FA3371  HISTORY     - 1986     GOOD             NGS
 FA3371  HISTORY     - 19870101 GOOD             NCGS
 FA3371  HISTORY     - 19870903 GOOD             NCGS
 FA3371  HISTORY     - 19890724 GOOD
 FA3371
 FA3371                          STATION DESCRIPTION
 FA3371
 FA3371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3371'BARNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3371'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3371'
 FA3371'BARNETT IS LOCATED APPROXIMATELY 7.5 MILES SOUTHWEST OF
 FA3371'LENOIR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 18
 FA3371'BUS. AND NC 18 BYPASS SOUTHWEST OF THE CENTER OF LENOIR, GO
 FA3371'SOUTHWEST ON NC 18 FOR 3.45 MILES TO INTERSECTION OF NC 18 AND
 FA3371'SR 1142 (CALICO RD.), CONTINUE ON NC 18 FOR 1.55 MILES TO
 FA3371'INTERSECTION OF NC 18 AND SR 1331 (NICK RD.), CONTINUE ON
 FA3371'NC 18 FOR 0.4 MILE TO STATION ON LEFT AT BURKE-CALDWELL COUNTY
 FA3371'LINE.
 FA3371'
 FA3371'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3371'BARNETT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3371'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3371'
 FA3371'MARK IS
 FA3371'
 FA3371'25.3 FT SE OF C/L OF NC 18
 FA3371'
 FA3371'134.9 FT SW OF PP 151 WITH ALUMINUM REF. TAG
 FA3371'
 FA3371'49.8 FT NE OF NE END OF GUARD RAIL
 FA3371'
 FA3371'21.3 FT NE OF BURKE-CALDWELL COUNTY SIGN, AND WITH ALUMINUM
 FA3371'REF. TAG
 FA3371'
 FA3371'21.0 FT NW OF PP MZ 152, WITH ALUMINUM REF. TAG
 FA3371
 FA3371                          STATION RECOVERY (1969)
 FA3371
 FA3371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3371'RECOVERED IN GOOD CONDITION.
 FA3371
 FA3371                          STATION RECOVERY (1985)
 FA3371
 FA3371'RECOVERY NOTE BY US POWER SQUADRON 1985 (TC)
 FA3371'RECOVERED IN GOOD CONDITION.
 FA3371
 FA3371                          STATION RECOVERY (1986)
 FA3371
 FA3371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA3371'THE STATION WAS RECOVERED AT THIS DATE,
 FA3371'IN GOOD CONDITION.
 FA3371'
 FA3371'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI)
 FA3371'NORTHEAST OF MORGANTON,
 FA3371'12.1 KM (7.5 MI) SOUTHWEST OF LENOIR AND ON THE EAST SIDE OF STATE
 FA3371'HIGHWAY 18.
 FA3371'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 FA3371'
 FA3371'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 18
 FA3371'BUSINESS AND STATE HIGHWAY 18 BYPASS WHICH IS SOUTHWEST OF LENOIR
 FA3371'(NOTE, THERE IS ANOTHER INTERSECTION AS ABOVE LOCATED SOUTHEAST OF
 FA3371'LENOIR), GO SOUTHWEST FOR 5.6 KM (3.45 MI) ON HIGHWAY 18 TO CALICO
 FA3371'ROAD (SR 1142) ON THE RIGHT.
 FA3371'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 FA3371'2.5 KM (1.55 MI) ON HIGHWAY 18 TO THE INTERSECTION OF NICK ROAD (SR
 FA3371'1331).
 FA3371'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 FA3371'0.6 KM (0.4 MI) ON HIGHWAY 18 TO THE STATION ON THE LEFT, AT THE
 FA3371'BURKE-CALDWELL COUNTY LINE, ACROSS THE HIGHWAY FROM THE NORTH CROSS
 FA3371'CHURCH.
 FA3371'
 FA3371'THE STATION IS A STANDARD NCGS DISK
 FA3371'STAMPED---BARNETT 1969---,
 FA3371'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FA3371'25 CM IN DIAMETER RECESSED 6 CM BELOW GROUND.  LOCATED
 FA3371'41.12 METERS (134.9 FT) SOUTHWEST FROM THE POWER POLE NUMBER 151
 FA3371'WITH AN ALUMINUM TRIANGULAR TAG,
 FA3371'15.18 METERS (49.8 FT) NORTHEAST FROM THE NORTHEAST END OF A
 FA3371'GUARDRAIL,
 FA3371'7.71 METERS (25.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 FA3371'HIGHWAY 18,
 FA3371'6.40 METERS (21.0 FT) NORTHWEST FROM THE POWER POLE NUMBER MZ 152
 FA3371'WITH AN ALUMINUM TRIANGULAR TAG AND
 FA3371'3.05 METERS (10.0 FT) NORTHEAST FROM THE BURKE-CALDWELL COUNTY SIGN.
 FA3371'
 FA3371'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA3371'MARCH 1986.
 FA3371'
 FA3371'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA3371'
 FA3371'DESCRIBED BY J.N. LEONHARDT.
 FA3371
 FA3371                          STATION RECOVERY (1987)
 FA3371
 FA3371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3371'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 FA3371
 FA3371                          STATION RECOVERY (1987)
 FA3371
 FA3371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3371'RECOVERED IN GOOD CONDITION.
 FA3371
 FA3371                          STATION RECOVERY (1989)
 FA3371
 FA3371'RECOVERED 1989
 FA3371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1431 ***********************************************************************
 FW1431  DESIGNATION -  BARNETT CR FISH HSE NW GABLE
 FW1431  PID         -  FW1431
 FW1431  STATE/COUNTY-  NC/CURRITUCK
 FW1431  USGS QUAD   -  CAMDEN POINT (1982)
 FW1431
 FW1431                         *CURRENT SURVEY CONTROL
 FW1431  ___________________________________________________________________
 FW1431* NAD 83(2001)-  36 14 08.75893(N)    075 55 03.45799(W)     ADJUSTED  
 FW1431* NAVD 88     -              **(meters)            **(feet)            
 FW1431  ___________________________________________________________________
 FW1431  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FW1431  GEOID HEIGHT-         -38.64  (meters)                     GEOID03
 FW1431  HORZ ORDER  -  THIRD
 FW1431
 FW1431.The horizontal coordinates were established by classical geodetic methods
 FW1431.and adjusted by the National Geodetic Survey in August 2005.
 FW1431
 FW1431
 FW1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1431
 FW1431.The geoid height was determined by GEOID03.
 FW1431
 FW1431;                    North         East     Units Scale Factor Converg.
 FW1431;SPC NC       -   280,062.890   886,650.755   MT  1.00002002   +1 46 44.6
 FW1431;SPC NC       -   918,839.66  2,908,953.35   sFT  1.00002002   +1 46 44.6
 FW1431;UTM  18      - 4,010,489.238   417,542.239   MT  0.99968377   -0 32 32.8
 FW1431
 FW1431                          SUPERSEDED SURVEY CONTROL
 FW1431
 FW1431  NAD 83(1993)-  36 14 08.77178(N)    075 55 03.47091(W) AD(       ) 4
 FW1431  NAD 83(1986)-  36 14 08.77550(N)    075 55 03.48023(W) AD(       ) 4
 FW1431  NAD 27      -  36 14 08.20000(N)    075 55 04.77000(W) AD(       ) 3
 FW1431
 FW1431.Superseded values are not recommended for survey control.
 FW1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1431.See file dsdata.txt to determine how the superseded data were derived.
 FW1431
 FW1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1754210489(NAD 83)
 FW1431_MARKER: 81 = GABLE
 FW1431
 FW1431  HISTORY     - Date     Condition        Report By
 FW1431  HISTORY     - 1914     FIRST OBSERVED   CGS
 FW1431
 FW1431                          STATION DESCRIPTION
 FW1431
 FW1431'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1432 ***********************************************************************
 FW1432  DESIGNATION -  BARNETT CR LANDING HSE W GABLE
 FW1432  PID         -  FW1432
 FW1432  STATE/COUNTY-  NC/CURRITUCK
 FW1432  USGS QUAD   -  CAMDEN POINT (1982)
 FW1432
 FW1432                         *CURRENT SURVEY CONTROL
 FW1432  ___________________________________________________________________
 FW1432* NAD 83(2001)-  36 14 00.55623(N)    075 54 57.16629(W)     ADJUSTED  
 FW1432* NAVD 88     -              **(meters)            **(feet)            
 FW1432  ___________________________________________________________________
 FW1432  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 FW1432  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 FW1432  HORZ ORDER  -  THIRD
 FW1432
 FW1432.The horizontal coordinates were established by classical geodetic methods
 FW1432.and adjusted by the National Geodetic Survey in August 2005.
 FW1432
 FW1432
 FW1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1432
 FW1432.The geoid height was determined by GEOID03.
 FW1432
 FW1432;                    North         East     Units Scale Factor Converg.
 FW1432;SPC NC       -   279,815.053   886,815.645   MT  1.00001933   +1 46 48.2
 FW1432;SPC NC       -   918,026.55  2,909,494.33   sFT  1.00001933   +1 46 48.2
 FW1432;UTM  18      - 4,010,235.010   417,696.902   MT  0.99968346   -0 32 29.0
 FW1432
 FW1432                          SUPERSEDED SURVEY CONTROL
 FW1432
 FW1432  NAD 83(1993)-  36 14 00.56917(N)    075 54 57.17928(W) AD(       ) 4
 FW1432  NAD 83(1986)-  36 14 00.57293(N)    075 54 57.18838(W) AD(       ) 4
 FW1432  NAD 27      -  36 13 59.99000(N)    075 54 58.48000(W) AD(       ) 3
 FW1432
 FW1432.Superseded values are not recommended for survey control.
 FW1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1432.See file dsdata.txt to determine how the superseded data were derived.
 FW1432
 FW1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1769710235(NAD 83)
 FW1432_MARKER: 81 = GABLE
 FW1432
 FW1432  HISTORY     - Date     Condition        Report By
 FW1432  HISTORY     - 1914     FIRST OBSERVED   CGS
 FW1432
 FW1432                          STATION DESCRIPTION
 FW1432
 FW1432'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1433 ***********************************************************************
 FW1433  DESIGNATION -  BARNETT CREEK
 FW1433  PID         -  FW1433
 FW1433  STATE/COUNTY-  NC/CURRITUCK
 FW1433  USGS QUAD   -  CAMDEN POINT (1982)
 FW1433
 FW1433                         *CURRENT SURVEY CONTROL
 FW1433  ___________________________________________________________________
 FW1433* NAD 83(2001)-  36 12 32.94312(N)    075 54 30.31278(W)     ADJUSTED  
 FW1433* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1433  ___________________________________________________________________
 FW1433  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 FW1433  GEOID HEIGHT-         -38.69  (meters)                     GEOID03
 FW1433  HORZ ORDER  -  THIRD
 FW1433
 FW1433.The horizontal coordinates were established by classical geodetic methods
 FW1433.and adjusted by the National Geodetic Survey in August 2005.
 FW1433
 FW1433.The orthometric height was scaled from a topographic map.
 FW1433
 FW1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1433
 FW1433.The geoid height was determined by GEOID03.
 FW1433
 FW1433;                    North         East     Units Scale Factor Converg.
 FW1433;SPC NC       -   277,136.669   887,569.994   MT  1.00001213   +1 47 03.7
 FW1433;SPC NC       -   909,239.22  2,911,969.22   sFT  1.00001213   +1 47 03.7
 FW1433;UTM  18      - 4,007,529.173   418,341.937   MT  0.99968216   -0 32 12.0
 FW1433
 FW1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1433!SPC NC       -   1.00000596  x   1.00001213  =   1.00001809
 FW1433!UTM  18      -   1.00000596  x   0.99968216  =   0.99968811
 FW1433
 FW1433|---------------------------------------------------------------------|
 FW1433| PID    Reference Object                     Distance      Geod. Az  |
 FW1433|                                                           dddmmss.s |
 FW1433| FW1756 BARNETT CREEK RM 1                   17.445 METERS 05648     |
 FW1433| FW1452 JARVISBURG BEACON                   APPROX. 2.7 KM 1411341.4 |
 FW1433|---------------------------------------------------------------------|
 FW1433
 FW1433                          SUPERSEDED SURVEY CONTROL
 FW1433
 FW1433  NAD 83(1993)-  36 12 32.95691(N)    075 54 30.32608(W) AD(       ) 3
 FW1433  NAD 83(1986)-  36 12 32.96039(N)    075 54 30.33282(W) AD(       ) 3
 FW1433  NAD 27      -  36 12 32.37200(N)    075 54 31.62600(W) AD(       ) 3
 FW1433
 FW1433.Superseded values are not recommended for survey control.
 FW1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1433.See file dsdata.txt to determine how the superseded data were derived.
 FW1433
 FW1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1834207529(NAD 83)
 FW1433_MARKER: DD = SURVEY DISK
 FW1433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1433_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1433
 FW1433  HISTORY     - Date     Condition        Report By
 FW1433  HISTORY     - 1914     MONUMENTED       USE
 FW1433  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1433
 FW1433                          STATION DESCRIPTION
 FW1433
 FW1433'DESCRIBED BY US ENGINEERS 1914 (CLG)
 FW1433'ON THE E SIDE OF THE NORTH RIVER, ON THE FIRST PROMINENT POINT
 FW1433'NW OF JARVISBURG ABOUT 2 MILES DISTANT, IN THE MARSH JUST N OF
 FW1433'A SMALL INDENTATION IN THE SHORE LINE, ABOUT 3 YARDS FROM THE
 FW1433'WATER.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1433'TABLETS SET IN CONCRETE IN THE TOP OF TILES.
 FW1433'6C AND 13C.  THE REFERENCE MARK IS 17.445 METERS (57.23 FEET)
 FW1433'FROM THE STATION N 57 DEG 48 MIN E.
 FW1433
 FW1433                          STATION RECOVERY (1934)
 FW1433
 FW1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1433'STATION LOST.  ITS POSITION WAS FOUND TO BE OUT IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2482 ***********************************************************************
 FB2482  DESIGNATION -  BARNETT KNOB LOT
 FB2482  PID         -  FB2482
 FB2482  STATE/COUNTY-  NC/JACKSON
 FB2482  USGS QUAD   -  BUNCHES BALD (1976)
 FB2482
 FB2482                         *CURRENT SURVEY CONTROL
 FB2482  ___________________________________________________________________
 FB2482* NAD 83(2001)-  35 31 27.78944(N)    083 14 09.81477(W)     ADJUSTED  
 FB2482* NAVD 88     -      1422.0    (meters)    4665.     (feet)  VERTCON   
 FB2482  ___________________________________________________________________
 FB2482  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 FB2482  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB2482  HORZ ORDER  -  THIRD
 FB2482
 FB2482.The horizontal coordinates were established by classical geodetic methods
 FB2482.and adjusted by the National Geodetic Survey in August 2005.
 FB2482
 FB2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2482
 FB2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2482
 FB2482.The geoid height was determined by GEOID03.
 FB2482
 FB2482;                    North         East     Units Scale Factor Converg.
 FB2482;SPC NC       -   205,029.136   225,543.499   MT  0.99988387   -2 26 41.7
 FB2482;SPC NC       -   672,666.42    739,970.63   sFT  0.99988387   -2 26 41.7
 FB2482;UTM  17      - 3,933,497.507   297,249.271   MT  1.00010660   -1 17 58.9
 FB2482
 FB2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2482!SPC NC       -   0.99978133  x   0.99988387  =   0.99966523
 FB2482!UTM  17      -   0.99978133  x   1.00010660  =   0.99988791
 FB2482
 FB2482                          SUPERSEDED SURVEY CONTROL
 FB2482
 FB2482  NAD 83(1995)-  35 31 27.79008(N)    083 14 09.81467(W) AD(       ) 4
 FB2482  NAD 83(1986)-  35 31 27.79326(N)    083 14 09.80727(W) AD(       ) 4
 FB2482  NAD 27      -  35 31 27.43215(N)    083 14 10.27417(W) AD(       ) 3
 FB2482  NGVD 29 (07/19/86) 1422.0    (m)         4665.     (f) VERT ANG    3  
 FB2482
 FB2482.Superseded values are not recommended for survey control.
 FB2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2482.See file dsdata.txt to determine how the superseded data were derived.
 FB2482
 FB2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9724933498(NAD 83)
 FB2482_MARKER: 57 = LOOKOUT TOWER
 FB2482
 FB2482  HISTORY     - Date     Condition        Report By
 FB2482  HISTORY     - 1934     FIRST OBSERVED   USGS
 FB2482  HISTORY     - 19940529 GOOD             USPSQD
 FB2482
 FB2482                          STATION DESCRIPTION
 FB2482
 FB2482'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FB2482'THIS STATION IS NOT DESCRIBED.
 FB2482
 FB2482                          STATION RECOVERY (1994)
 FB2482
 FB2482'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9807 ***********************************************************************
 AG9807  DESIGNATION -  BARNEY
 AG9807  PID         -  AG9807
 AG9807  STATE/COUNTY-  NC/RICHMOND
 AG9807  USGS QUAD   -  MARSTON (1982)
 AG9807
 AG9807                         *CURRENT SURVEY CONTROL
 AG9807  ___________________________________________________________________
 AG9807* NAD 83(2007)-  34 59 13.04069(N)    079 37 19.54841(W)     ADJUSTED  
 AG9807* NAVD 88     -       120.4    (meters)     395.     (feet)  GPS OBS   
 AG9807  ___________________________________________________________________
 AG9807  EPOCH DATE  -        2002.00
 AG9807  X           -     942,370.680 (meters)                     COMP
 AG9807  Y           -  -5,145,750.257 (meters)                     COMP
 AG9807  Z           -   3,636,732.299 (meters)                     COMP
 AG9807  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 AG9807  ELLIP HEIGHT-          88.784 (meters)          (02/10/07) ADJUSTED
 AG9807  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 AG9807
 AG9807  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9807  Type    PID    Designation                      North   East  Ellip
 AG9807  -------------------------------------------------------------------
 AG9807  NETWORK AG9807 BARNEY                            0.65   0.59   1.76
 AG9807  -------------------------------------------------------------------
 AG9807
 AG9807.The horizontal coordinates were established by GPS observations
 AG9807.and adjusted by the National Geodetic Survey in February 2007.
 AG9807
 AG9807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9807.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9807.The horizontal coordinates are valid at the epoch date displayed above.
 AG9807.The epoch date for horizontal control is a decimal equivalence
 AG9807.of Year/Month/Day.
 AG9807
 AG9807.The orthometric height was determined by GPS observations and a
 AG9807.high-resolution geoid model.
 AG9807
 AG9807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9807
 AG9807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9807
 AG9807.The ellipsoidal height was determined by GPS observations
 AG9807.and is referenced to NAD 83.
 AG9807
 AG9807.The geoid height was determined by GEOID03.
 AG9807
 AG9807;                    North         East     Units Scale Factor Converg.
 AG9807;SPC NC       -   137,393.621   552,809.138   MT  0.99988321   -0 21 32.6
 AG9807;SPC NC       -   450,765.57  1,813,674.65   sFT  0.99988321   -0 21 32.6
 AG9807;UTM  17      - 3,872,463.686   625,760.086   MT  0.99979492   +0 47 24.6
 AG9807
 AG9807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9807!SPC NC       -   0.99998606  x   0.99988321  =   0.99986928
 AG9807!UTM  17      -   0.99998606  x   0.99979492  =   0.99978099
 AG9807
 AG9807                          SUPERSEDED SURVEY CONTROL
 AG9807
 AG9807  NAD 83(2001)-  34 59 13.04069(N)    079 37 19.54834(W) AD(       ) 1
 AG9807  ELLIP H (03/13/03)   88.799  (m)                       GP(       ) 4 2
 AG9807  NAD 83(1986)-  34 59 13.04889(N)    079 37 19.55334(W) AD(       ) 1
 AG9807
 AG9807.Superseded values are not recommended for survey control.
 AG9807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9807.See file dsdata.txt to determine how the superseded data were derived.
 AG9807
 AG9807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2576072464(NAD 83)
 AG9807_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9807_STAMPING: BARNEY 1993
 AG9807_MARK LOGO: NCGS  
 AG9807_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9807+STABILITY: SURFACE MOTION
 AG9807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9807+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9807
 AG9807  HISTORY     - Date     Condition        Report By
 AG9807  HISTORY     - 1993     MONUMENTED       NCGS
 AG9807
 AG9807                          STATION DESCRIPTION
 AG9807
 AG9807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9807'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF MARSTON AND 7.9 MI
 AG9807'(12.7 KM) NORTHEAST OF HAMLET. PROCEED ALONG US 1 FOR 0.15 MI (0.24
 AG9807'KM) NORTHEAST FROM NC 177 (AT NC MOTOR SPEEDWAY), THENCE NORTHWEST FOR
 AG9807'1.35 MI (2.17 KM) ALONG SR 1486 (BEAVERDAM CHURCH ROAD) TO THE
 AG9807'STATION, ON THE SOUTHWEST SIDE OF THE ROAD, OR 1.4 MI (2.3 KM)
 AG9807'SOUTHEAST OF SR 1475 (MCDONALD CHURCH ROAD). MARK IS ABOUT 1-FOOT
 AG9807'HIGHER THAN THE ROAD AND RECESSED 1 INCH BELOW GROUND.  LOCATED 24.5
 AG9807'FT (7.5 M) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 163.2 FT (49.7 M)
 AG9807'SOUTHEAST OF NCGS STATION--LITTLE--AND 214.8 FT (65.5 M) SOUTHEAST OF
 AG9807'A POWER POLE, 80.0 FT (24.4 M) WEST-SOUTHWEST OF A 15-INCH PINE, 5.3
 AG9807'FT (1.6 M) NORTHEAST OF A FENCE POST, 25.6 FT (7.8 M) NORTHWEST OF A
 AG9807'FENCE POST--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0372 ***********************************************************************
 EX0372  DESIGNATION -  BARNEY SLUE BEACON
 EX0372  PID         -  EX0372
 EX0372  STATE/COUNTY-  NC/DARE
 EX0372  USGS QUAD   -  HATTERAS (1987)
 EX0372
 EX0372                         *CURRENT SURVEY CONTROL
 EX0372  ___________________________________________________________________
 EX0372* NAD 83(2001)-  35 13 10.35694(N)    075 43 51.80106(W)     ADJUSTED  
 EX0372* NAVD 88     -              **(meters)            **(feet)            
 EX0372  ___________________________________________________________________
 EX0372  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 EX0372  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 EX0372  HORZ ORDER  -  THIRD
 EX0372
 EX0372.The horizontal coordinates were established by classical geodetic methods
 EX0372.and adjusted by the National Geodetic Survey in August 2005.
 EX0372
 EX0372
 EX0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0372
 EX0372.The geoid height was determined by GEOID03.
 EX0372
 EX0372;                    North         East     Units Scale Factor Converg.
 EX0372;SPC NC       -   167,915.516   907,126.251   MT  0.99987275   +1 53 12.3
 EX0372;SPC NC       -   550,902.82  2,976,130.04   sFT  0.99987275   +1 53 12.3
 EX0372;UTM  18      - 3,897,634.850   433,468.004   MT  0.99965455   -0 25 17.8
 EX0372
 EX0372                          SUPERSEDED SURVEY CONTROL
 EX0372
 EX0372  NAD 83(1986)-  35 13 10.36568(N)    075 43 51.80607(W) AD(       ) 4
 EX0372  NAD 27      -  35 13 09.74400(N)    075 43 53.19600(W) AD(       ) 3
 EX0372
 EX0372.Superseded values are not recommended for survey control.
 EX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0372.See file dsdata.txt to determine how the superseded data were derived.
 EX0372
 EX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3346897635(NAD 83)
 EX0372_MARKER: 14 = NAVIGATION LIGHT
 EX0372
 EX0372  HISTORY     - Date     Condition        Report By
 EX0372  HISTORY     - 1935     FIRST OBSERVED   CGS
 EX0372  HISTORY     - 1948     GOOD             CGS
 EX0372
 EX0372                          STATION DESCRIPTION
 EX0372
 EX0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EX0372'STATION IS LOCATED IN PAMLICO SOUND NEAR HATTERAS INLET.  THE
 EX0372'STATION IS THE CENTER OF THE UNLIGHTED RED BEACON NEAR BARNEY SLUE.
 EX0372
 EX0372                          STATION RECOVERY (1948)
 EX0372
 EX0372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EX0372'STATION WAS RECOVERED AS DESCRIBED.  THE POSITION WAS VERIFIED
 EX0372'BY PLANE TABLE CUTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2907 ***********************************************************************
 FY2907  DESIGNATION -  BARNS
 FY2907  PID         -  FY2907
 FY2907  STATE/COUNTY-  NC/GRANVILLE
 FY2907  USGS QUAD   -  STEM (1987)
 FY2907
 FY2907                         *CURRENT SURVEY CONTROL
 FY2907  ___________________________________________________________________
 FY2907* NAD 83(2001)-  36 11 35.68611(N)    078 41 02.72369(W)     ADJUSTED  
 FY2907* NAVD 88     -       138.3    (meters)     454.     (feet)  VERTCON   
 FY2907  ___________________________________________________________________
 FY2907  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 FY2907  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FY2907  HORZ ORDER  -  SECOND
 FY2907
 FY2907.The horizontal coordinates were established by classical geodetic methods
 FY2907.and adjusted by the National Geodetic Survey in August 2005.
 FY2907
 FY2907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2907
 FY2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2907
 FY2907.The geoid height was determined by GEOID03.
 FY2907
 FY2907;                    North         East     Units Scale Factor Converg.
 FY2907;SPC NC       -   271,088.277   638,015.350   MT  1.00000753   +0 10 56.4
 FY2907;SPC NC       -   889,395.46  2,093,222.03   sFT  1.00000753   +0 10 56.4
 FY2907;UTM  17      - 4,007,868.537   708,234.356   MT  1.00013430   +1 22 05.0
 FY2907
 FY2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2907!SPC NC       -   0.99998327  x   1.00000753  =   0.99999080
 FY2907!UTM  17      -   0.99998327  x   1.00013430  =   1.00011756
 FY2907
 FY2907:                Primary Azimuth Mark                     Grid Az
 FY2907:SPC NC       -  FENCE                                    220 41 22.1
 FY2907:UTM  17      -  FENCE                                    219 30 13.5
 FY2907
 FY2907|---------------------------------------------------------------------|
 FY2907| PID    Reference Object                     Distance      Geod. Az  |
 FY2907|                                                           dddmmss.s |
 FY2907| FY2914 FENCE                               APPROX. 2.5 KM 2205218.5 |
 FY2907|---------------------------------------------------------------------|
 FY2907
 FY2907                          SUPERSEDED SURVEY CONTROL
 FY2907
 FY2907  NAD 83(1993)-  36 11 35.69378(N)    078 41 02.73229(W) AD(       ) 2
 FY2907  NAD 83(1986)-  36 11 35.69317(N)    078 41 02.73638(W) AD(       ) 2
 FY2907  NAD 27      -  36 11 35.17078(N)    078 41 03.72395(W) AD(       ) 2
 FY2907  NGVD 29 (07/19/86)  138.6    (m)          455.     (f) VERT ANG    3  
 FY2907
 FY2907.Superseded values are not recommended for survey control.
 FY2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2907.See file dsdata.txt to determine how the superseded data were derived.
 FY2907
 FY2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0823407869(NAD 83)
 FY2907_MARKER: DE = TRAVERSE STATION DISK
 FY2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2907_STAMPING: BARNS 1971
 FY2907_MARK LOGO: NCGS  
 FY2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2907+STABILITY: SURFACE MOTION
 FY2907
 FY2907  HISTORY     - Date     Condition        Report By
 FY2907  HISTORY     - 1971     MONUMENTED       NCGS
 FY2907
 FY2907                          STATION DESCRIPTION
 FY2907
 FY2907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2907'BARNS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY2907'VICINITY OF STEM, NORTH CAROLINA.
 FY2907'
 FY2907'BARNS IS LOCATED APPROXIMATELY 2.1 MILES EAST OF STEM AND 6.0 MILES
 FY2907'NORTHEAST OF BUTNER.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY2907'OF SR 1132 AND SR 1130.  GO SOUTH ALONG SR 1130 FOR 0.75 MILE TO
 FY2907'STATION ON LEFT (E SIDE OF SR 1130), AND 2.1 MILES NORTH OF
 FY2907'INTERSECTION OF SR 1130 AND SR 1129.
 FY2907'
 FY2907'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BARNS
 FY2907'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2907'FLUSH WITH THE SURFACE OF THE GROUND.
 FY2907'
 FY2907'MARK IS
 FY2907'16.0 FEET NW OF C/L OF SR 1130.
 FY2907'16.0 FEET SE OF TOP OF SECURITY FENCE POST (3RD POST S OF 3 POST
 FY2907'BRACE SECTION 1).
 FY2907'42.9 FEET S OF TOP OF CENTER POST OF A 3 BRACE SECTION.
 FY2907'81.5 FEET NW OF ALUMINUM REF. TAG ON PP.
 FY2907'260.0 FEET N OF ALUMINUM REF. TAG ON PP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5225 ***********************************************************************
 AE5225  DESIGNATION -  BARNS
 AE5225  PID         -  AE5225
 AE5225  STATE/COUNTY-  NC/FRANKLIN
 AE5225  USGS QUAD   -  FRANKLINTON (1978)
 AE5225
 AE5225                         *CURRENT SURVEY CONTROL
 AE5225  ___________________________________________________________________
 AE5225* NAD 83(2001)-  36 06 50.46134(N)    078 29 09.19038(W)     ADJUSTED  
 AE5225* NAVD 88     -       137.401  (meters)     450.79   (feet)  ADJUSTED  
 AE5225  ___________________________________________________________________
 AE5225  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 AE5225  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AE5225  DYNAMIC HT  -         137.287 (meters)     450.42  (feet)  COMP
 AE5225  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 AE5225
 AE5225  HORZ ORDER  -  SECOND
 AE5225  VERT ORDER  -  SECOND    CLASS II
 AE5225
 AE5225.The horizontal coordinates were established by classical geodetic methods
 AE5225.and adjusted by the National Geodetic Survey in August 2005.
 AE5225
 AE5225.The orthometric height was determined by differential leveling
 AE5225.and adjusted in April 1998.
 AE5225
 AE5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5225
 AE5225.The geoid height was determined by GEOID03.
 AE5225
 AE5225.The dynamic height is computed by dividing the NAVD 88
 AE5225.geopotential number by the normal gravity value computed on the
 AE5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5225.degrees latitude (g = 980.6199 gals.).
 AE5225
 AE5225.The modeled gravity was interpolated from observed gravity values.
 AE5225
 AE5225;                    North         East     Units Scale Factor Converg.
 AE5225;SPC NC       -   262,371.547   655,887.930   MT  0.99998573   +0 17 48.2
 AE5225;SPC NC       -   860,797.32  2,151,858.98   sFT  0.99998573   +0 17 48.2
 AE5225;UTM  17      - 3,999,521.977   726,286.839   MT  1.00023098   +1 28 56.8
 AE5225
 AE5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5225!SPC NC       -   0.99998357  x   0.99998573  =   0.99996930
 AE5225!UTM  17      -   0.99998357  x   1.00023098  =   1.00021454
 AE5225
 AE5225                          SUPERSEDED SURVEY CONTROL
 AE5225
 AE5225  NAD 83(1986)-  36 06 50.46692(N)    078 29 09.20138(W) AD(       ) 2
 AE5225  NGVD 29 (05/25/99)  137.69   (m)          451.7    (f) LEVELING    3  
 AE5225
 AE5225.Superseded values are not recommended for survey control.
 AE5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5225.See file dsdata.txt to determine how the superseded data were derived.
 AE5225
 AE5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2628799522(NAD 83)
 AE5225_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5225_STAMPING: BARNS 1984
 AE5225_MARK LOGO: NCGS  
 AE5225_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5225+STABILITY: SURFACE MOTION
 AE5225
 AE5225  HISTORY     - Date     Condition        Report By
 AE5225  HISTORY     - 1984     MONUMENTED       NCGS
 AE5225
 AE5225                          STATION DESCRIPTION
 AE5225
 AE5225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AE5225'STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) WEST-NORTHWEST OF
 AE5225'FRANKLINTON. ALONG NC 56 FOR 2.25 KM (1.40 MI) WEST OF THE
 AE5225'INTERSECTION WITH US 1 (IN FRANKLINTON), OR .10 KM (0.05 MI) EAST OF
 AE5225'SR 1203 AND ON PROLONGATION OF THE CENTERLINE OF FIELD ROAD SOUTH.
 AE5225'MARK IS LEVEL WITH HIGHWAY AND RECESSED 6 INCHES BELOW GROUND SURFACE.
 AE5225'LOCATED 4.7 M (15.4 FT) NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 80.2
 AE5225'M (263.1 FT) EAST-SOUTHEAST OF CENTERLINE OF SR 1203, 14.0 M (45.9 FT)
 AE5225'SOUTHEAST OF JUNCTION BOX, 27.7 M (90.9 FT) EAST-NORTHEAST OF POWER
 AE5225'POLE WITH TRANSFORMER, AND 14.0 M (45.9 FT) NORTH OF EAST END OF
 AE5225'CULVERT UNDER FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2770 ***********************************************************************
 AH2770  DESIGNATION -  BARNS
 AH2770  PID         -  AH2770
 AH2770  STATE/COUNTY-  NC/LENOIR
 AH2770  USGS QUAD   -  KINSTON (1983)
 AH2770
 AH2770                         *CURRENT SURVEY CONTROL
 AH2770  ___________________________________________________________________
 AH2770* NAD 83(2007)-  35 20 12.87280(N)    077 33 18.33805(W)     ADJUSTED  
 AH2770* NAVD 88     -        20.906  (meters)      68.59   (feet)  ADJUSTED  
 AH2770  ___________________________________________________________________
 AH2770  EPOCH DATE  -        2002.00
 AH2770  X           -   1,122,518.668 (meters)                     COMP
 AH2770  Y           -  -5,086,495.863 (meters)                     COMP
 AH2770  Z           -   3,668,413.169 (meters)                     COMP
 AH2770  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AH2770  ELLIP HEIGHT-         -15.110 (meters)          (02/10/07) ADJUSTED
 AH2770  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AH2770  DYNAMIC HT  -          20.887 (meters)      68.53  (feet)  COMP
 AH2770
 AH2770  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2770  Type    PID    Designation                      North   East  Ellip
 AH2770  -------------------------------------------------------------------
 AH2770  NETWORK AH2770 BARNS                             0.51   0.49   1.27
 AH2770  -------------------------------------------------------------------
 AH2770  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 AH2770
 AH2770  VERT ORDER  -  SECOND    CLASS I
 AH2770
 AH2770.The horizontal coordinates were established by GPS observations
 AH2770.and adjusted by the National Geodetic Survey in February 2007.
 AH2770
 AH2770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2770.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2770.The horizontal coordinates are valid at the epoch date displayed above.
 AH2770.The epoch date for horizontal control is a decimal equivalence
 AH2770.of Year/Month/Day.
 AH2770
 AH2770.The orthometric height was determined by differential leveling
 AH2770.and adjusted in August 2000.
 AH2770
 AH2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2770
 AH2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2770
 AH2770.The ellipsoidal height was determined by GPS observations
 AH2770.and is referenced to NAD 83.
 AH2770
 AH2770.The geoid height was determined by GEOID03.
 AH2770
 AH2770.The dynamic height is computed by dividing the NAVD 88
 AH2770.geopotential number by the normal gravity value computed on the
 AH2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2770.degrees latitude (g = 980.6199 gals.).
 AH2770
 AH2770.The modeled gravity was interpolated from observed gravity values.
 AH2770
 AH2770;                    North         East     Units Scale Factor Converg.
 AH2770;SPC NC       -   176,991.752   740,939.897   MT  0.99987369   +0 50 02.2
 AH2770;SPC NC       -   580,680.44  2,430,900.31   sFT  0.99987369   +0 50 02.2
 AH2770;UTM  18      - 3,913,402.057   267,777.465   MT  1.00026463   -1 28 42.5
 AH2770
 AH2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2770!SPC NC       -   1.00000237  x   0.99987369  =   0.99987606
 AH2770!UTM  18      -   1.00000237  x   1.00026463  =   1.00026700
 AH2770
 AH2770:                Primary Azimuth Mark                     Grid Az
 AH2770:SPC NC       -  BARNS AZ MK                              220 41 03.0
 AH2770:UTM  18      -  BARNS AZ MK                              222 59 47.7
 AH2770
 AH2770|---------------------------------------------------------------------|
 AH2770| PID    Reference Object                     Distance      Geod. Az  |
 AH2770|                                                           dddmmss.s |
 AH2770| AH2771 BARNS AZ MK                         APPROX. 0.9 KM 2213105.2 |
 AH2770|---------------------------------------------------------------------|
 AH2770
 AH2770                          SUPERSEDED SURVEY CONTROL
 AH2770
 AH2770  NAD 83(2001)-  35 20 12.87324(N)    077 33 18.33765(W) AD(       ) 1
 AH2770  ELLIP H (03/13/03)  -15.114  (m)                       GP(       ) 4 2
 AH2770  NAD 83(1986)-  35 20 12.88224(N)    077 33 18.34614(W) AD(       ) 1
 AH2770
 AH2770.Superseded values are not recommended for survey control.
 AH2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2770.See file dsdata.txt to determine how the superseded data were derived.
 AH2770
 AH2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6777713402(NAD 83)
 AH2770_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2770_STAMPING: BARNS 1991
 AH2770_MARK LOGO: NCGS  
 AH2770_PROJECTION: FLUSH
 AH2770_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2770+STABILITY: SURFACE MOTION
 AH2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2770+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1996
 AH2770
 AH2770  HISTORY     - Date     Condition        Report By
 AH2770  HISTORY     - 1991     MONUMENTED       NCGS
 AH2770  HISTORY     - 19960923 GOOD             NCGS
 AH2770
 AH2770                          STATION DESCRIPTION
 AH2770
 AH2770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2770'STATION IS LOCATED ABOUT 4.95 MI (7.97 KM) NORTH-NORTHEAST OF KINSTON
 AH2770'AND 7.10 MI (11.43 KM) WEST-SOUTHWEST OF GRIFTON. ALONG SR 1004 FOR
 AH2770'1.65 MI (2.66 KM) NORTHEAST FROM NC 58, AT SR 1731, ON THE NORTHEAST
 AH2770'SIDE OF T-INTERSECTION. MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 1
 AH2770'INCH BELOW GROND. LOCATED 51.00 FT (15.54 M) EAST-SOUTHEAST OF THE
 AH2770'CENTERLINE OF SR 1004, 49.20 FT (15.00 M) NORTH-NORTHEAST OF THE
 AH2770'CENTERLINE OF SR 1731, 15.40 FT (4.69 M) SOUTH-SOUTHEAST OF A FIRE
 AH2770'HYDRANT AND 89.50 FT (27.28 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 AH2770'TOBACCO BARN.
 AH2770
 AH2770                          STATION RECOVERY (1996)
 AH2770
 AH2770'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AH2770'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS NOW
 AH2770'RECESSED 4 INCHES BELOW THE GROUND AND IS LOCATED 51.0 FT (15.5 M)
 AH2770'SOUTHEAST OF THE CENTERLINE OF SR 1004 AND 89.5 FT (27.3 M) SOUTHWEST
 AH2770'OF THE SOUTHERN CORNER OF A TOBACCO BARN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5831 ***********************************************************************
 AH5831  DESIGNATION -  BARNS
 AH5831  PID         -  AH5831
 AH5831  STATE/COUNTY-  NC/CRAVEN
 AH5831  USGS QUAD   -  VANCEBORO (1983)
 AH5831
 AH5831                         *CURRENT SURVEY CONTROL
 AH5831  ___________________________________________________________________
 AH5831* NAD 83(2001)-  35 18 48.59743(N)    077 11 33.51088(W)     ADJUSTED  
 AH5831* NAVD 88     -         5.9    (meters)      19.     (feet)  VERTCON   
 AH5831  ___________________________________________________________________
 AH5831  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AH5831  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 AH5831  HORZ ORDER  -  SECOND
 AH5831
 AH5831.The horizontal coordinates were established by classical geodetic methods
 AH5831.and adjusted by the National Geodetic Survey in August 2005.
 AH5831
 AH5831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5831
 AH5831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5831
 AH5831.The geoid height was determined by GEOID03.
 AH5831
 AH5831;                    North         East     Units Scale Factor Converg.
 AH5831;SPC NC       -   174,934.952   773,929.961   MT  0.99987317   +1 02 35.4
 AH5831;SPC NC       -   573,932.42  2,539,135.21   sFT  0.99987317   +1 02 35.4
 AH5831;UTM  18      - 3,910,015.222   300,667.633   MT  1.00008969   -1 16 04.3
 AH5831
 AH5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5831!SPC NC       -   1.00000484  x   0.99987317  =   0.99987801
 AH5831!UTM  18      -   1.00000484  x   1.00008969  =   1.00009453
 AH5831
 AH5831                          SUPERSEDED SURVEY CONTROL
 AH5831
 AH5831  NAD 83(1986)-  35 18 48.60759(N)    077 11 33.51998(W) AD(       ) 2
 AH5831  NGVD 29 (12/09/98)    6.2    (m)           20.     (f) VERT ANG    3  
 AH5831
 AH5831.Superseded values are not recommended for survey control.
 AH5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5831.See file dsdata.txt to determine how the superseded data were derived.
 AH5831
 AH5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0066810015(NAD 83)
 AH5831_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5831_STAMPING: BARNS 1985
 AH5831_MARK LOGO: NCGS  
 AH5831_PROJECTION: FLUSH
 AH5831_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5831+STABILITY: SURFACE MOTION
 AH5831
 AH5831  HISTORY     - Date     Condition        Report By
 AH5831  HISTORY     - 1985     MONUMENTED       NCGS
 AH5831
 AH5831                          STATION DESCRIPTION
 AH5831
 AH5831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5831'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-NORTHWEST
 AH5831'OFVANCEBORO. ALONG NC 118 FOR 2.90 KM (1.80 MI) WEST FROM NC 143, OR
 AH5831'0.64 KM (0.40 MI) WEST OF SWIFT CREEK BRIDGE, IN SHOULDER AT EAST
 AH5831'CORNER OF A SMALL CULTIVATED FIELD, ON NORTHWEST SIDE OF TWO GREEN
 AH5831'SHINGLED TOBACCO BARNS. MARK IS LEVEL WITH HIGHWAY AND 4 INCHES BELOW
 AH5831'GROUND.  LOCATED 5.61 M (18.41 FT) SOUTHWEST OF CENTERLINE OF HIGHWAY,
 AH5831'46.27 M (151.80 FT) NORTHWEST OF A TELEPHONE PEDESTAL (53S LP3), 34.78
 AH5831'M (114.11 FT) NORTH-NORTHWEST OF THE NORTH-MOST CORNER OF A TOBACCO
 AH5831'BARN, 65.65 M (215.39 FT) SOUTHEAST OF A TELEPHONE PEDESTAL, AND 10.0
 AH5831'M (32.8 FT) NORTH OF A POWER POLE (34) WITH TRANSFORMER AND REFERENCE
 AH5831'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2771 ***********************************************************************
 AH2771  DESIGNATION -  BARNS AZ MK
 AH2771  PID         -  AH2771
 AH2771  STATE/COUNTY-  NC/LENOIR
 AH2771  USGS QUAD   -  KINSTON (1983)
 AH2771
 AH2771                         *CURRENT SURVEY CONTROL
 AH2771  ___________________________________________________________________
 AH2771* NAD 83(2007)-  35 19 51.99886(N)    077 33 40.88757(W)     ADJUSTED  
 AH2771* NAVD 88     -        20.338  (meters)      66.73   (feet)  ADJUSTED  
 AH2771  ___________________________________________________________________
 AH2771  EPOCH DATE  -        2002.00
 AH2771  X           -   1,122,042.627 (meters)                     COMP
 AH2771  Y           -  -5,086,981.412 (meters)                     COMP
 AH2771  Z           -   3,667,888.037 (meters)                     COMP
 AH2771  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AH2771  ELLIP HEIGHT-         -15.679 (meters)          (02/10/07) ADJUSTED
 AH2771  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 AH2771  DYNAMIC HT  -          20.320 (meters)      66.67  (feet)  COMP
 AH2771
 AH2771  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2771  Type    PID    Designation                      North   East  Ellip
 AH2771  -------------------------------------------------------------------
 AH2771  NETWORK AH2771 BARNS AZ MK                       0.51   0.49   1.31
 AH2771  -------------------------------------------------------------------
 AH2771  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 AH2771
 AH2771  VERT ORDER  -  SECOND    CLASS I
 AH2771
 AH2771.The horizontal coordinates were established by GPS observations
 AH2771.and adjusted by the National Geodetic Survey in February 2007.
 AH2771
 AH2771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2771.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2771.The horizontal coordinates are valid at the epoch date displayed above.
 AH2771.The epoch date for horizontal control is a decimal equivalence
 AH2771.of Year/Month/Day.
 AH2771
 AH2771.The orthometric height was determined by differential leveling
 AH2771.and adjusted in August 2000.
 AH2771
 AH2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2771
 AH2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2771
 AH2771.The ellipsoidal height was determined by GPS observations
 AH2771.and is referenced to NAD 83.
 AH2771
 AH2771.The geoid height was determined by GEOID03.
 AH2771
 AH2771.The dynamic height is computed by dividing the NAVD 88
 AH2771.geopotential number by the normal gravity value computed on the
 AH2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2771.degrees latitude (g = 980.6199 gals.).
 AH2771
 AH2771.The modeled gravity was interpolated from observed gravity values.
 AH2771
 AH2771;                    North         East     Units Scale Factor Converg.
 AH2771;SPC NC       -   176,340.327   740,379.897   MT  0.99987355   +0 49 49.2
 AH2771;SPC NC       -   578,543.22  2,429,063.05   sFT  0.99987355   +0 49 49.2
 AH2771;UTM  18      - 3,912,773.510   267,191.408   MT  1.00026799   -1 28 54.8
 AH2771
 AH2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2771!SPC NC       -   1.00000246  x   0.99987355  =   0.99987601
 AH2771!UTM  18      -   1.00000246  x   1.00026799  =   1.00027045
 AH2771
 AH2771:                Primary Azimuth Mark                     Grid Az
 AH2771:SPC NC       -  BARNS                                    040 41 03.0
 AH2771:UTM  18      -  BARNS                                    042 59 47.0
 AH2771
 AH2771|---------------------------------------------------------------------|
 AH2771| PID    Reference Object                     Distance      Geod. Az  |
 AH2771|                                                           dddmmss.s |
 AH2771| AH2770 BARNS                               APPROX. 0.9 KM 0413052.2 |
 AH2771|---------------------------------------------------------------------|
 AH2771
 AH2771                          SUPERSEDED SURVEY CONTROL
 AH2771
 AH2771  NAD 83(2001)-  35 19 51.99929(N)    077 33 40.88718(W) AD(       ) 1
 AH2771  ELLIP H (03/13/03)  -15.684  (m)                       GP(       ) 4 2
 AH2771  NAD 83(1986)-  35 19 52.00830(N)    077 33 40.89567(W) AD(       ) 1
 AH2771
 AH2771.Superseded values are not recommended for survey control.
 AH2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2771.See file dsdata.txt to determine how the superseded data were derived.
 AH2771
 AH2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6719112774(NAD 83)
 AH2771_MARKER: DZ = AZIMUTH MARK DISK
 AH2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2771_STAMPING: BARNS 1991
 AH2771_MARK LOGO: NCGS  
 AH2771_PROJECTION: FLUSH
 AH2771_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2771+STABILITY: SURFACE MOTION
 AH2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2771+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1996
 AH2771
 AH2771  HISTORY     - Date     Condition        Report By
 AH2771  HISTORY     - 1991     MONUMENTED       NCGS
 AH2771  HISTORY     - 19960923 GOOD             NCGS
 AH2771  HISTORY     - 20050220 GOOD             USPSQD
 AH2771
 AH2771                          STATION DESCRIPTION
 AH2771
 AH2771'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2771'STATION IS LOCATED ABOUT 4.45 MI (7.16 KM) NORTH-NORTHEAST OF KINSTON
 AH2771'AND 7.60 MI (12.23 KM) WEST-SOUTHWEST OF GRIFTON. ALONG SR 1004 FOR
 AH2771'1.40 MI (2.25 KM) NORTHEAST FROM NC 58, OR 0.30 MI (0.48 KM) SOUTHWEST
 AH2771'OF SR 1730, IN SHOULDER. MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED
 AH2771'1 INCH BELOW GROUND. LOCATED 15.40 FT (4.69 M) SOUTHEAST OF THE
 AH2771'CENTERLINE OF SR 1004, 43.00 FT (13.11 M) WEST-SOUTHWEST OF THE
 AH2771'SOUTHWEST END OF A DRIVEWAY CULVERT AND 71.20 FT (21.70 M) SOUTH OF A
 AH2771'SUPPORT POLE WITH A REFERENCE TAG.
 AH2771
 AH2771                          STATION RECOVERY (1996)
 AH2771
 AH2771'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AH2771'RECOVERED AS DESCRIBED.
 AH2771
 AH2771                          STATION RECOVERY (2005)
 AH2771
 AH2771'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2173 ***********************************************************************
 FY2173  DESIGNATION -  BARNWELL
 FY2173  PID         -  FY2173
 FY2173  STATE/COUNTY-  NC/CASWELL
 FY2173  USGS QUAD   -  RIDGEVILLE (1994)
 FY2173
 FY2173                         *CURRENT SURVEY CONTROL
 FY2173  ___________________________________________________________________
 FY2173* NAD 83(2001)-  36 17 24.44604(N)    079 12 49.50040(W)     ADJUSTED  
 FY2173* NAVD 88     -       201.947  (meters)     662.55   (feet)  ADJUSTED  
 FY2173  ___________________________________________________________________
 FY2173  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 FY2173  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FY2173  DYNAMIC HT  -         201.786 (meters)     662.03  (feet)  COMP
 FY2173  MODELED GRAV-     979,832.8   (mgal)                       NAVD 88
 FY2173
 FY2173  HORZ ORDER  -  SECOND
 FY2173  VERT ORDER  -  SECOND    CLASS II
 FY2173
 FY2173.The horizontal coordinates were established by classical geodetic methods
 FY2173.and adjusted by the National Geodetic Survey in August 2005.
 FY2173
 FY2173.The orthometric height was determined by differential leveling
 FY2173.and adjusted in June 1991.
 FY2173
 FY2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2173
 FY2173.The geoid height was determined by GEOID03.
 FY2173
 FY2173.The dynamic height is computed by dividing the NAVD 88
 FY2173.geopotential number by the normal gravity value computed on the
 FY2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2173.degrees latitude (g = 980.6199 gals.).
 FY2173
 FY2173.The modeled gravity was interpolated from observed gravity values.
 FY2173
 FY2173;                    North         East     Units Scale Factor Converg.
 FY2173;SPC NC       -   281,813.869   590,398.868   MT  1.00003680   -0 07 24.1
 FY2173;SPC NC       -   924,584.34  1,937,000.29   sFT  1.00003680   -0 07 24.1
 FY2173;UTM  17      - 4,017,608.423   660,406.567   MT  0.99991703   +1 03 26.9
 FY2173
 FY2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2173!SPC NC       -   0.99997313  x   1.00003680  =   1.00000993
 FY2173!UTM  17      -   0.99997313  x   0.99991703  =   0.99989016
 FY2173
 FY2173                          SUPERSEDED SURVEY CONTROL
 FY2173
 FY2173  NAD 83(1993)-  36 17 24.44761(N)    079 12 49.50393(W) AD(       ) 2
 FY2173  NAD 83(1986)-  36 17 24.44851(N)    079 12 49.50759(W) AD(       ) 2
 FY2173  NGVD 29 (03/05/92)  202.176  (m)          663.31   (f) ADJUSTED    2 2
 FY2173
 FY2173.Superseded values are not recommended for survey control.
 FY2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2173.See file dsdata.txt to determine how the superseded data were derived.
 FY2173
 FY2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6040717608(NAD 83)
 FY2173_MARKER: DE = TRAVERSE STATION DISK
 FY2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2173_SP_SET: CONCRETE POST
 FY2173_STAMPING: BARNWELL 1982
 FY2173_MARK LOGO: NCGS  
 FY2173_PROJECTION: RECESSED 3 CENTIMETERS
 FY2173_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2173+STABILITY: SURFACE MOTION
 FY2173
 FY2173  HISTORY     - Date     Condition        Report By
 FY2173  HISTORY     - 1982     MONUMENTED       NCGS
 FY2173  HISTORY     - 1982     GOOD             NCGS
 FY2173
 FY2173                          STATION DESCRIPTION
 FY2173
 FY2173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2173'3.15 MI NORTH FROM PROSPECT HILL.
 FY2173'ALONG NC 86, 3.15 MILES NORTH OF THE POST OFFICE IN PROSPECT HILL,
 FY2173'OR 0.45 MILES SOUTH OF THE INTERSECTION WITH SR 1774, IN FRONT YARD
 FY2173'ON PROLONGATION OF NORTHEAST SIDE OF ONE STORY BRICK HOUSE (VANCE
 FY2173'BARNWELL RESIDENCE), 50.0 FEET WEST OF CENTERLINE OF HIGHWAY, 32.0
 FY2173'FEET SOUTH OF CENTERLINE DRIVEWAY (NORTHERNMOST), 45.4 FEET EAST OF
 FY2173'NORTHEAST CORNER OF NORTH SIDE PORCH, 69.6 FEET NORTHEAST OF
 FY2173'SOUTHEAST CORNER OF SOUTH SIDE PORCH, 39.6 FEET SOUTHWEST OF SOUTH
 FY2173'END CULVERT UNDER NORTH DRIVEWAY AND 87.9 FEET NORTH-NORTHWEST OF
 FY2173'POWER POLE WITH REFERENCE TAG.
 FY2173'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2618 ***********************************************************************
 FY2618  DESIGNATION -  BARNWELL
 FY2618  PID         -  FY2618
 FY2618  STATE/COUNTY-  NC/FRANKLIN
 FY2618  USGS QUAD   -  INGLESIDE (1979)
 FY2618
 FY2618                         *CURRENT SURVEY CONTROL
 FY2618  ___________________________________________________________________
 FY2618* NAD 83(2001)-  36 13 01.86741(N)    078 16 20.82405(W)     ADJUSTED  
 FY2618* NAVD 88     -       114.4    (meters)     375.     (feet)  VERTCON   
 FY2618  ___________________________________________________________________
 FY2618  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 FY2618  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FY2618  HORZ ORDER  -  SECOND
 FY2618
 FY2618.The horizontal coordinates were established by classical geodetic methods
 FY2618.and adjusted by the National Geodetic Survey in August 2005.
 FY2618
 FY2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2618
 FY2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2618
 FY2618.The geoid height was determined by GEOID03.
 FY2618
 FY2618;                    North         East     Units Scale Factor Converg.
 FY2618;SPC NC       -   273,939.188   675,019.733   MT  1.00001449   +0 25 11.7
 FY2618;SPC NC       -   898,748.82  2,214,627.24   sFT  1.00001449   +0 25 11.7
 FY2618;UTM  17      - 4,011,487.541   745,179.872   MT  1.00034073   +1 36 44.5
 FY2618
 FY2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2618!SPC NC       -   0.99998728  x   1.00001449  =   1.00000177
 FY2618!UTM  17      -   0.99998728  x   1.00034073  =   1.00032800
 FY2618
 FY2618|---------------------------------------------------------------------|
 FY2618| PID    Reference Object                     Distance      Geod. Az  |
 FY2618|                                                           dddmmss.s |
 FY2618| FY2619 PICNIC                              355.464 METERS 18027     |
 FY2618| FY2622 LOUISBURG BARNWELL RADIO TWR        APPROX. 0.6 KM 3444840.3 |
 FY2618| FY2621 TOBACCO                             450.060 METERS 3445704.6 |
 FY2618|---------------------------------------------------------------------|
 FY2618
 FY2618                          SUPERSEDED SURVEY CONTROL
 FY2618
 FY2618  NAD 83(1993)-  36 13 01.87096(N)    078 16 20.82992(W) AD(       ) 2
 FY2618  NAD 83(1986)-  36 13 01.86958(N)    078 16 20.83679(W) AD(       ) 2
 FY2618  NAD 27      -  36 13 01.33284(N)    078 16 21.85821(W) AD(       ) 2
 FY2618  NGVD 29 (07/19/86)  114.7    (m)          376.     (f) VERT ANG    3  
 FY2618
 FY2618.Superseded values are not recommended for survey control.
 FY2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2618.See file dsdata.txt to determine how the superseded data were derived.
 FY2618
 FY2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4518011488(NAD 83)
 FY2618_MARKER: DE = TRAVERSE STATION DISK
 FY2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2618_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2618+STABILITY: SURFACE MOTION
 FY2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2618+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 FY2618
 FY2618  HISTORY     - Date     Condition        Report By
 FY2618  HISTORY     - 1976     MONUMENTED       NCGS
 FY2618  HISTORY     - 1985     GOOD             USPSQD
 FY2618  HISTORY     - 1987     GOOD             USPSQD
 FY2618  HISTORY     - 20050812 GOOD             USPSQD
 FY2618
 FY2618                          STATION DESCRIPTION
 FY2618
 FY2618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2618'BARNWELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FY2618'APPROXIMATELY 3.2 MILES NORTH-NORTHEAST OF INGLESIDE AND 8.4 MILES
 FY2618'NORTH OF LOUISBURG, NORTH CAROLINA.
 FY2618'
 FY2618'TO REACH STATION FROM THE JUNCTION OF NC 39 WITH US 401 AT INGLESIDE,
 FY2618'PROCEED NORTHERLY ALONG US 401 FOR 3.35 MILES TO STATION ON LEFT, IN
 FY2618'FRONT YARD OF J. A. BARNWELLS TWO STORY WHITE FRAME HOUSE AND ON
 FY2618'PROLONGATION OF NORTH SIDE OF FRONT PORCH, AND 0.5 MILE SOUTH OF THE
 FY2618'SR 1401 CROSSROAD AT KEARNEY.
 FY2618'
 FY2618'STATION MARK IS A  STANDARD BRASS DISK, STAMPED---BARNWELL 1976---,
 FY2618'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH
 FY2618'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 65.1 FEET WEST OF THE
 FY2618'CENTERLINE OF US 401, 60.6 FEET SOUTHEAST OF NORTHEAST CORNER OF HOUSE
 FY2618', 67.3 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF HOUSE, 32.4 FEET
 FY2618'NORTHWEST OF 12 INCH WILLOW OAK WITH ALUMINUM TAG, 41.3 FEET SOUTH OF
 FY2618'50 INCH OAK WITH ALUMINUM TAG, AND 87.0 FEET NORTHEAST OF 24 INCH
 FY2618'MAPLE WITH ALUMINUM TAG.
 FY2618
 FY2618                          STATION RECOVERY (1985)
 FY2618
 FY2618'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2618'RECOVERED IN GOOD CONDITION.
 FY2618
 FY2618                          STATION RECOVERY (1987)
 FY2618
 FY2618'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2618'RECOVERED IN GOOD CONDITION.
 FY2618
 FY2618                          STATION RECOVERY (2005)
 FY2618
 FY2618'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2618'M 36 13.033
 FY2618'W 078 16.347
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4434 ***********************************************************************
 FY4434  DESIGNATION -  BARNWELL
 FY4434  PID         -  FY4434
 FY4434  STATE/COUNTY-  NC/VANCE
 FY4434  USGS QUAD   -  TOWNSVILLE (1970)
 FY4434
 FY4434                         *CURRENT SURVEY CONTROL
 FY4434  ___________________________________________________________________
 FY4434* NAD 83(2001)-  36 28 34.63978(N)    078 22 34.89030(W)     ADJUSTED  
 FY4434* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 FY4434  ___________________________________________________________________
 FY4434  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 FY4434  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY4434  HORZ ORDER  -  SECOND
 FY4434
 FY4434.The horizontal coordinates were established by classical geodetic methods
 FY4434.and adjusted by the National Geodetic Survey in August 2005.
 FY4434
 FY4434.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4434
 FY4434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4434
 FY4434.The geoid height was determined by GEOID03.
 FY4434
 FY4434;                    North         East     Units Scale Factor Converg.
 FY4434;SPC NC       -   302,628.176   665,496.272   MT  1.00010115   +0 21 35.8
 FY4434;SPC NC       -   992,872.61  2,183,382.35   sFT  1.00010115   +0 21 35.8
 FY4434;UTM  17      - 4,039,978.651   735,056.828   MT  1.00028078   +1 33 37.6
 FY4434
 FY4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4434!SPC NC       -   0.99999054  x   1.00010115  =   1.00009169
 FY4434!UTM  17      -   0.99999054  x   1.00028078  =   1.00027132
 FY4434
 FY4434                          SUPERSEDED SURVEY CONTROL
 FY4434
 FY4434  NAD 83(1993)-  36 28 34.64083(N)    078 22 34.88899(W) AD(       ) 2
 FY4434  NAD 83(1986)-  36 28 34.63777(N)    078 22 34.90047(W) AD(       ) 2
 FY4434  NGVD 29 (07/10/92)   93.1    (m)          305.     (f) VERT ANG    3  
 FY4434
 FY4434.Superseded values are not recommended for survey control.
 FY4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4434.See file dsdata.txt to determine how the superseded data were derived.
 FY4434
 FY4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3505739979(NAD 83)
 FY4434_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4434_SP_SET: CONCRETE POST
 FY4434_STAMPING: BARNWELL 1985
 FY4434_MARK LOGO: NCGS  
 FY4434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4434+STABILITY: SURFACE MOTION
 FY4434
 FY4434  HISTORY     - Date     Condition        Report By
 FY4434  HISTORY     - 1985     MONUMENTED       NCGS
 FY4434
 FY4434                          STATION DESCRIPTION
 FY4434
 FY4434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4434'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST-SOUTHEAST OF TOWNSVILLE,
 FY4434'AND 16.4 KM (10.2 MI) NORTH OF HENDERSON.
 FY4434'PROCEED ALONG SR 1329 FOR 7.8 KM (4.85 MI) NORTHEAST FROM NC 39
 FY4434'INTERSECTION IN WILLIAMSBORO, TO END OF SR 1329 AT INTERSECTION WITH
 FY4434'SR 1333 AND DRIVE LEADING NORTHEAST, THENCE NORTHEAST ALONG DRIVE FOR
 FY4434'0.3 KM (0.2 MI) TO FORK AT A LARGE 2 STORY WHITE HOUSE, THENCE ALONG
 FY4434'LEFT FORK (TO THE NORTHWEST SIDE OF SAID HOUSE) AND MEANDERING ALONG
 FY4434'MAIN ROAD FOR 1.1 KM (0.65 MI) TO J. BARNWELLS SUMMER RESIDENCE, AND
 FY4434'STATION ON EAST SIDE OF MAIN HOUSE.
 FY4434'STATION IS A STANDARD NCGS DISK STAMPED---BARNWELL 1985---, SET INTO
 FY4434'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FY4434'GROUND.  LOCATED 74.43 METERS (244.2 FT) EAST FROM THE SOUTHMOST
 FY4434'CORNER OF PORCH OF BARNWELL HOME, 5.15 METERS (16.9 FT) NORTH FROM A
 FY4434'14 INCH PINE,--AND 18.13 METERS (59.5 FT) WEST FROM A 22 INCH GUM AND
 FY4434'22.8 METERS (74.8 FT) SOUTH FROM A 14 INCH HICKORY--BOTH WITH
 FY4434'REFERENCE TAGS.
 FY4434'MARK IS NOT SUBJECT TO NORMAL FLOODING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4488 ***********************************************************************
 FY4488  DESIGNATION -  BARNWELL
 FY4488  PID         -  FY4488
 FY4488  STATE/COUNTY-  NC/ALAMANCE
 FY4488  USGS QUAD   -  BURLINGTON NE (1994)
 FY4488
 FY4488                         *CURRENT SURVEY CONTROL
 FY4488  ___________________________________________________________________
 FY4488* NAD 83(2001)-  36 12 21.37533(N)    079 17 21.36436(W)     ADJUSTED  
 FY4488* NAVD 88     -       215.8    (meters)     708.     (feet)  VERTCON   
 FY4488  ___________________________________________________________________
 FY4488  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FY4488  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FY4488  HORZ ORDER  -  SECOND
 FY4488
 FY4488.The horizontal coordinates were established by classical geodetic methods
 FY4488.and adjusted by the National Geodetic Survey in August 2005.
 FY4488
 FY4488.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4488
 FY4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4488
 FY4488.The geoid height was determined by GEOID03.
 FY4488
 FY4488;                    North         East     Units Scale Factor Converg.
 FY4488;SPC NC       -   272,489.258   583,587.486   MT  1.00001120   -0 10 01.0
 FY4488;SPC NC       -   893,991.84  1,914,653.28   sFT  1.00001120   -0 10 01.0
 FY4488;UTM  17      - 4,008,146.741   653,789.320   MT  0.99989142   +1 00 38.6
 FY4488
 FY4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4488!SPC NC       -   0.99997091  x   1.00001120  =   0.99998211
 FY4488!UTM  17      -   0.99997091  x   0.99989142  =   0.99986233
 FY4488
 FY4488                          SUPERSEDED SURVEY CONTROL
 FY4488
 FY4488  NAD 83(1993)-  36 12 21.37730(N)    079 17 21.36917(W) AD(       ) 2
 FY4488  NAD 83(1986)-  36 12 21.37665(N)    079 17 21.37176(W) AD(       ) 2
 FY4488  NGVD 29 (07/16/92)  216.1    (m)          709.     (f) VERT ANG    3  
 FY4488
 FY4488.Superseded values are not recommended for survey control.
 FY4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4488.See file dsdata.txt to determine how the superseded data were derived.
 FY4488
 FY4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5378908147(NAD 83)
 FY4488_MARKER: DD = SURVEY DISK
 FY4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4488_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4488+STABILITY: SURFACE MOTION
 FY4488
 FY4488  HISTORY     - Date     Condition        Report By
 FY4488  HISTORY     - 1981     MONUMENTED       NCGS
 FY4488
 FY4488                          STATION DESCRIPTION
 FY4488
 FY4488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4488'STATION IS LOCATED ABOUT 2.5 MILES EAST-NORTHEAST OF PLEASANT
 FY4488'GROVE AND 7.9 MILES NORTH OF MEBANE.
 FY4488'
 FY4488'PROCEED ALONG NC 119, 1.2 MILES NORTH OF NC 49 CROSSROADS (NORTH OF
 FY4488'MEBANE) TO 2 STORY BRICK HOUSE (BARNWELL RESIDENCE), THENCE WEST
 FY4488'ALONG GRAVEL DRIVE TO WHITE FRAME BARN AND STATION ON LEFT.
 FY4488'
 FY4488'THE STATION IS A STANDARD NCGS DISK
 FY4488'STAMPED---BARNWELL 1981---,
 FY4488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4488'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 FY4488'4.2 METERS (13.9 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF BARN,
 FY4488'6.5 METERS (21.3 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 FY4488'BARN,
 FY4488'12.1 METERS (39.7 FT) SOUTH FROM A POWER POLE WITH REFERENCE TAG,
 FY4488'16.3 METERS (53.3 FT) SOUTHWEST FROM THE CENTER OF GRAVEL DRIVE AND
 FY4488'17.6 METERS (57.9 FT) SOUTH-SOUTHEAST FROM A 24 INCH TWIN OAK.
 FY4488'
 FY4488'MARK IS 1 FOOT ABOVE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4150 ***********************************************************************
 FB4150  DESIGNATION -  BARNWELL
 FB4150  PID         -  FB4150
 FB4150  STATE/COUNTY-  NC/HENDERSON
 FB4150  USGS QUAD   -  BAT CAVE (1987)
 FB4150
 FB4150                         *CURRENT SURVEY CONTROL
 FB4150  ___________________________________________________________________
 FB4150* NAD 83(2007)-  35 26 56.26855(N)    082 19 02.60269(W)     ADJUSTED  
 FB4150* NAVD 88     -       750.5    (meters)    2462.     (feet)  VERTCON   
 FB4150  ___________________________________________________________________
 FB4150  EPOCH DATE  -        2002.00
 FB4150  X           -     695,469.440 (meters)                     COMP
 FB4150  Y           -  -5,155,587.164 (meters)                     COMP
 FB4150  Z           -   3,678,974.129 (meters)                     COMP
 FB4150  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 FB4150  ELLIP HEIGHT-         719.881 (meters)          (02/10/07) ADJUSTED
 FB4150  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FB4150
 FB4150  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4150  Type    PID    Designation                      North   East  Ellip
 FB4150  -------------------------------------------------------------------
 FB4150  NETWORK FB4150 BARNWELL                          0.35   0.35   0.69
 FB4150  -------------------------------------------------------------------
 FB4150
 FB4150.The horizontal coordinates were established by GPS observations
 FB4150.and adjusted by the National Geodetic Survey in February 2007.
 FB4150
 FB4150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4150.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4150.The horizontal coordinates are valid at the epoch date displayed above.
 FB4150.The epoch date for horizontal control is a decimal equivalence
 FB4150.of Year/Month/Day.
 FB4150
 FB4150.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4150
 FB4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4150
 FB4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4150
 FB4150.The ellipsoidal height was determined by GPS observations
 FB4150.and is referenced to NAD 83.
 FB4150
 FB4150.The geoid height was determined by GEOID03.
 FB4150
 FB4150;                    North         East     Units Scale Factor Converg.
 FB4150;SPC NC       -   193,497.762   308,518.852   MT  0.99987849   -1 54 52.9
 FB4150;SPC NC       -   634,833.91  1,012,198.93   sFT  0.99987849   -1 54 52.9
 FB4150;UTM  17      - 3,923,630.504   380,442.845   MT  0.99977615   -0 45 50.9
 FB4150
 FB4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4150!SPC NC       -   0.99988702  x   0.99987849  =   0.99976552
 FB4150!UTM  17      -   0.99988702  x   0.99977615  =   0.99966320
 FB4150
 FB4150                          SUPERSEDED SURVEY CONTROL
 FB4150
 FB4150  NAD 83(2001)-  35 26 56.26904(N)    082 19 02.60282(W) AD(       ) 1
 FB4150  ELLIP H (03/13/03)  719.900  (m)                       GP(       ) 4 2
 FB4150  NAD 83(1986)-  35 26 56.27691(N)    082 19 02.60322(W) AD(       ) 2
 FB4150  NAD 83(1986)-  35 26 56.27691(N)    082 19 02.60322(W) AD(       ) 1
 FB4150  NGVD 29 (11/15/93)  750.6    (m)         2463.     (f) GPS OBS     3  
 FB4150
 FB4150.Superseded values are not recommended for survey control.
 FB4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4150.See file dsdata.txt to determine how the superseded data were derived.
 FB4150
 FB4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8044323631(NAD 83)
 FB4150_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4150_SP_SET: CONCRETE POST
 FB4150_STAMPING: BARNWELL 1990
 FB4150_MARK LOGO: NCGS  
 FB4150_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4150+STABILITY: SURFACE MOTION
 FB4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4150+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 FB4150
 FB4150  HISTORY     - Date     Condition        Report By
 FB4150  HISTORY     - 1990     MONUMENTED       NCGS
 FB4150  HISTORY     - 19910424 GOOD
 FB4150
 FB4150                          STATION DESCRIPTION
 FB4150
 FB4150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4150'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHEAST OF EDNEYVILLE
 FB4150'AND 12.2 MI (19.6 KM) NORTHEAST OF HENDERSONVILLE.
 FB4150'ALONG SR 1602 (ST PAULS ROAD) FOR 4.5 MI (7.2 KM) NORTH FROM US 64 (IN
 FB4150'EDNEYVILLE) TO SR 1604 (MOORE ROAD), SOUTH OF INTERSECTION.
 FB4150'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4150'26.4 FT (8.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1602, 62.3 FT
 FB4150'(19.0 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1604, AND 83.0 FT
 FB4150'(25.3 M) WEST-NORTHWEST OF A CONCRETE RIGHT-OF-WAY MONUMENT.
 FB4150
 FB4150                          STATION RECOVERY (1991)
 FB4150
 FB4150'RECOVERED 1991
 FB4150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4151 ***********************************************************************
 FB4151  DESIGNATION -  BARNWELL AZ MK
 FB4151  PID         -  FB4151
 FB4151  STATE/COUNTY-  NC/HENDERSON
 FB4151  USGS QUAD   -  BAT CAVE (1987)
 FB4151
 FB4151                         *CURRENT SURVEY CONTROL
 FB4151  ___________________________________________________________________
 FB4151* NAD 83(2001)-  35 26 46.68575(N)    082 19 06.99702(W)     ADJUSTED  
 FB4151* NAVD 88     -       742.7    (meters)    2437.     (feet)  VERTCON   
 FB4151  ___________________________________________________________________
 FB4151  LAPLACE CORR-          -8.40  (seconds)                    DEFLEC99
 FB4151  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4151  HORZ ORDER  -  SECOND
 FB4151
 FB4151.The horizontal coordinates were established by classical geodetic methods
 FB4151.and adjusted by the National Geodetic Survey in August 2005.
 FB4151
 FB4151.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4151
 FB4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4151
 FB4151.The geoid height was determined by GEOID03.
 FB4151
 FB4151;                    North         East     Units Scale Factor Converg.
 FB4151;SPC NC       -   193,206.332   308,398.239   MT  0.99987833   -1 54 55.5
 FB4151;SPC NC       -   633,877.77  1,011,803.22   sFT  0.99987833   -1 54 55.5
 FB4151;UTM  17      - 3,923,336.741   380,328.119   MT  0.99977649   -0 45 53.3
 FB4151
 FB4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4151!SPC NC       -   0.99988825  x   0.99987833  =   0.99976659
 FB4151!UTM  17      -   0.99988825  x   0.99977649  =   0.99966476
 FB4151
 FB4151                          SUPERSEDED SURVEY CONTROL
 FB4151
 FB4151  NAD 83(1986)-  35 26 46.69361(N)    082 19 06.99753(W) AD(       ) 2
 FB4151  NGVD 29 (11/15/93)  742.8    (m)         2437.     (f) VERT ANG    3  
 FB4151
 FB4151.Superseded values are not recommended for survey control.
 FB4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4151.See file dsdata.txt to determine how the superseded data were derived.
 FB4151
 FB4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8032823337(NAD 83)
 FB4151_MARKER: DZ = AZIMUTH MARK DISK
 FB4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4151_SP_SET: CONCRETE POST
 FB4151_STAMPING: BARNWELL 1990
 FB4151_MARK LOGO: NCGS  
 FB4151_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4151+STABILITY: SURFACE MOTION
 FB4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4151+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4151
 FB4151  HISTORY     - Date     Condition        Report By
 FB4151  HISTORY     - 1990     MONUMENTED       NCGS
 FB4151
 FB4151                          STATION DESCRIPTION
 FB4151
 FB4151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4151'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF EDNEYVILLE
 FB4151'AND 11.9 MI (19.2 KM) NORTHEAST OF HENDERSONVILLE.
 FB4151'ALONG SR 1602 (ST PAULS ROAD) FOR 4.3 MI (6.9 KM) NORTH FROM US 64 (IN
 FB4151'EDNEYVILLE), OR 0.2 MI (0.3 KM) SOUTH OF SR 1604 (MOORE ROAD), IN
 FB4151'ROAD SHOULDER NEAR FENCE.
 FB4151'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4151'17.0 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 FT
 FB4151'(0.5 M) NORTHWEST OF A WITNESS POST--AND 8.1 FT (2.5 M) SOUTHWEST OF
 FB4151'A FENCE POST, 5.3 FT (1.6 M) NORTH-NORTHEAST OF ANOTHER FENCE
 FB4151'POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2846 ***********************************************************************
 EA2846  DESIGNATION -  BARRACKS
 EA2846  PID         -  EA2846
 EA2846  STATE/COUNTY-  NC/NEW HANOVER
 EA2846  USGS QUAD   -  SCOTTS HILL (1970)
 EA2846
 EA2846                         *CURRENT SURVEY CONTROL
 EA2846  ___________________________________________________________________
 EA2846* NAD 83(2007)-  34 15 45.71396(N)    077 45 05.97161(W)     ADJUSTED  
 EA2846* NAVD 88     -         3.6    (meters)      12.     (feet)  GPS OBS   
 EA2846  ___________________________________________________________________
 EA2846  EPOCH DATE  -        2002.00
 EA2846  X           -   1,119,486.908 (meters)                     COMP
 EA2846  Y           -  -5,156,764.094 (meters)                     COMP
 EA2846  Z           -   3,570,548.092 (meters)                     COMP
 EA2846  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 EA2846  ELLIP HEIGHT-         -33.710 (meters)          (02/10/07) ADJUSTED
 EA2846  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA2846
 EA2846  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA2846  Type    PID    Designation                      North   East  Ellip
 EA2846  -------------------------------------------------------------------
 EA2846  NETWORK EA2846 BARRACKS                          0.69   0.59   1.57
 EA2846  -------------------------------------------------------------------
 EA2846
 EA2846.The horizontal coordinates were established by GPS observations
 EA2846.and adjusted by the National Geodetic Survey in February 2007.
 EA2846
 EA2846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA2846.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA2846.The horizontal coordinates are valid at the epoch date displayed above.
 EA2846.The epoch date for horizontal control is a decimal equivalence
 EA2846.of Year/Month/Day.
 EA2846
 EA2846.The orthometric height was determined by GPS observations and a
 EA2846.high-resolution geoid model.
 EA2846
 EA2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA2846
 EA2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2846
 EA2846.The ellipsoidal height was determined by GPS observations
 EA2846.and is referenced to NAD 83.
 EA2846
 EA2846.The geoid height was determined by GEOID03.
 EA2846
 EA2846;                    North         East     Units Scale Factor Converg.
 EA2846;SPC NC       -    57,598.928   724,572.032   MT  1.00002031   +0 43 13.8
 EA2846;SPC NC       -   188,972.48  2,377,200.07   sFT  1.00002031   +0 43 13.8
 EA2846;UTM  18      - 3,794,710.801   246,639.244   MT  1.00039134   -1 32 59.9
 EA2846
 EA2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2846!SPC NC       -   1.00000529  x   1.00002031  =   1.00002560
 EA2846!UTM  18      -   1.00000529  x   1.00039134  =   1.00039663
 EA2846
 EA2846|---------------------------------------------------------------------|
 EA2846| PID    Reference Object                     Distance      Geod. Az  |
 EA2846|                                                           dddmmss.s |
 EA2846| EA3188 BARRACKS RM 1                        29.256 METERS 03438     |
 EA2846| EA3189 BARRACKS RM 2                        13.882 METERS 10758     |
 EA2846| EA2611 WRIGHTSVILLE BEACH S MUN TANK       APPROX. 8.3 KM 2133726.4 |
 EA2846| EA2610 WRIGHTSVILLE BEACH N MUN TANK       APPROX. 5.9 KM 2145125.7 |
 EA2846|---------------------------------------------------------------------|
 EA2846
 EA2846                          SUPERSEDED SURVEY CONTROL
 EA2846
 EA2846  NAD 83(1986)-  34 15 45.72688(N)    077 45 05.98413(W) AD(       ) 1
 EA2846  NAD 83(2001)-  34 15 45.71420(N)    077 45 05.97105(W) AD(       ) 1
 EA2846  ELLIP H (12/29/04)  -33.698  (m)                       GP(       ) 4 1
 EA2846  NAD 83(1986)-  34 15 45.72689(N)    077 45 05.98413(W) AD(       ) 2
 EA2846  NAD 27      -  34 15 45.11659(N)    077 45 07.05494(W) AD(       ) 2
 EA2846  NGVD 29 (07/19/86)    4.4    (m)           14.     (f) VERT ANG    3  
 EA2846
 EA2846.Superseded values are not recommended for survey control.
 EA2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2846.See file dsdata.txt to determine how the superseded data were derived.
 EA2846
 EA2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4663994711(NAD 83)
 EA2846_MARKER: DS = TRIANGULATION STATION DISK
 EA2846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EA2846_STAMPING: BARRACKS 1962
 EA2846_MARK LOGO: CGS   
 EA2846_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2846+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1994
 EA2846
 EA2846  HISTORY     - Date     Condition        Report By
 EA2846  HISTORY     - 1962     MONUMENTED       CGS
 EA2846  HISTORY     - 1974     GOOD             NGS
 EA2846  HISTORY     - 1976     GOOD             ALSTER
 EA2846  HISTORY     - 19811020 GOOD             NGS
 EA2846  HISTORY     - 1988     GOOD             USPSQD
 EA2846  HISTORY     - 19940304 GOOD             NCGS
 EA2846
 EA2846                          STATION DESCRIPTION
 EA2846
 EA2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2846'STATION IS LOCATED ON AN UNINHABITED SECTION OF THE OUTER
 EA2846'BANKS THAT WAS REACHED BY BOAT.  IT IS ABOUT 11 MILES NORTH AND
 EA2846'1-3/4 MILES EAST OF THE CENTER OF WILMINGTON AND ABOUT 4 MILES
 EA2846'NORTHEAST OF WRIGHTSVILLE BEACH.  THE STATION IS ON A LOW SAND
 EA2846'RIDGE ABOUT 3/4 MILE NORTHEAST OF MASON INLET.
 EA2846'
 EA2846'STATION IS MARKED BY A STANDARD DISK CLAMPED ONTO THE TOP OF
 EA2846'A 5/8 INCH COOPERWELD ROD THAT IS DRIVEN TO A DEPTH OF 32
 EA2846'FEET WITHIN A 1 INCH BY 3 FOOT SECTION OF GALVANIZED PIPE
 EA2846'WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED PIPE THAT PROJECTS
 EA2846'ABOUT 8 INCHES AND IS 7.2 FEET NORTHWEST OF WITNESS POST WITH
 EA2846'SIGN, 33-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF BARRACKS
 EA2846'TYPE BUILDING USED AS A FISHING CAMP AND ABOUT 50 FEET
 EA2846'SOUTH-SOUTHEAST OF WATERLINE OF SOUND.  THE DISK IS STAMPED
 EA2846'BARRACKS 1962.
 EA2846'
 EA2846'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK CLAMPED
 EA2846'ONTO THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN TO A
 EA2846'DEPTH OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF GALVANIZED
 EA2846'PIPE THAT PROJECTS ABOUT 10 INCHES AND IS ABOUT 25 YARDS EAST
 EA2846'OF THE WATERLINE OF THE SOUND.  THE DISK IS STAMPED BARRACKS
 EA2846'NO 1 1962.
 EA2846'
 EA2846'REFERENCE MARK NO. 2 IS MARKED BY A STANDARD DISK CLAMPED
 EA2846'ONTO THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN TO
 EA2846'A DEPTH OF 24 FEET WITHIN A 2 INCH BY 5 FOOT SECTION OF
 EA2846'GALVANIZED PIPE THAT PROJECTS ABOUT 8 INCHES AND IS 19 FEET
 EA2846'NORTH OF THE NORTH SIDE OF FISHING CAMP.  THE DISK IS STAMPED
 EA2846'BARRACKS NO 2 1962.
 EA2846'
 EA2846'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA2846
 EA2846                          STATION RECOVERY (1974)
 EA2846
 EA2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA2846'THE STATION CAN BE REACHED BY AUTO FROM ROUTE U.S. 17 N. AND
 EA2846'STATE ROAD 1402 BY DRIVING EAST ALONG ROUTE 1402 FOR 2.5
 EA2846'MILES TO REACH SWING BRIDGE WHICH CROSSES THE INLAND WATERWAY
 EA2846'TO FIGURE EIGHT ISLAND.  CROSS BRIDGE, TRAVEL .9 MILES TO
 EA2846'INTERSECTION OF BEACH ROAD SOUTH AND BEACH ROAD NORTH, TRAVEL
 EA2846'BEACH ROAD SOUTH FOR .6 MILES TO SIMICIRCULAR BEND IN
 EA2846'ROAD.  STATION IS 49 METERS WEST FROM CENTER OF ROAD, AND
 EA2846'APPROX. 75 METERS FROM SAND DRIVEWAY THAT LEADS TO PIER THAT
 EA2846'IS NORTH OF STATION.
 EA2846
 EA2846                          STATION RECOVERY (1976)
 EA2846
 EA2846'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 EA2846'BARRACKS OK
 EA2846'
 EA2846'STATION CAN NOW BE REACHED BY CAR.  FIGURE 8 ISLAND HAS A DRAW
 EA2846'BRIDGE.  MANY NEW HOMES ON ISLAND.
 EA2846
 EA2846                          STATION RECOVERY (1981)
 EA2846
 EA2846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EA2846'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 EA2846'REFERENCE MARK 2 WAS DESTROYED BY CONSTRUCTION OF NEW HOUSE.  THE NEW
 EA2846'HOUSE OBSTRUCTS REFERENCE MARK 1 FROM THE STATION.  REFERENCE MARKS 3
 EA2846'AND 4 WERE ESTABLISHED.
 EA2846' 
 EA2846'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EA2846' 
 EA2846'STATION IS LOCATED ON FIGURE EIGHT ISLAND, NEAR THE SOUTHERN END,
 EA2846'ABOUT 17.6 KILOMETERS (11 MILES) EAST NORTHEAST OF THE CENTER OF
 EA2846'WILMINGTON, 6.4 KILOMETERS (4 MILES) NORTHEAST OF WRIGHTSVILLE BEACH
 EA2846'AND ON PROPERTY OF MR E N LEE, 1417 SOUTH COLLEGE ROAD, WILMINGTON
 EA2846'NORTH CAROLINA, 28403, WHO WILL RESIDE AT THE STATION SITE WHEN THE
 EA2846'HOUSE IS COMPLETED.
 EA2846' 
 EA2846'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 17 AND 54 IN THE
 EA2846'NORTHEAST PART OF WILMINGTON, GO NORTHEASTERLY ON US 17 FOR 6.1 MILES
 EA2846'TO SR 1402 (PORTERS NECK RD) IN THE VILLAGE OF KIRKLAND.  TURN RIGHT
 EA2846'AND GO EASTERLY ON SR1402 FOR 0.9 MILE TO A FORK, KEEP THE RIGHT FORK,
 EA2846'SR1402 (EDGE WATER ROAD) AND GO SOUTHEAST FOR 1.65 MILES TO A BRIDGE
 EA2846'OVER THE INTRACOASTAL WATERWAY, CROSSBRIDGE, GOING SOUTHEASTERLY FOR
 EA2846'0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON
 EA2846'BEACH ROAD SOUTH FOR 0.6 MILE TO A HOUSE ON THE RIGHT, NUMBER 57 BEACH
 EA2846'ROAD SOUTH, AND THE STATION ON THE RIGHT.
 EA2846' 
 EA2846'STATION MARK IS A STANDARD DISK STAMPED--BARRACKS 1962--, CLAMPED ONTO
 EA2846'THE TOP OF A COPPERWELD ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET
 EA2846'WITHIN A 1-INCH BY 3 FOOT SECTION OF GALVANIZED PIPE WITHIN A 2-INCH
 EA2846'BY 5 FOOT SECTION OF GALVANIZED PIPE THAT PROJECTS 21 CM ABOVE THE
 EA2846'GROUND SURFACE.  IT IS 45 CM (1.5 FT) NORTH OF METAL WITNESS POST,
 EA2846'6.55 METERS (21.5 FT) WEST SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 EA2846'8.84 METERS (29 FT) EAST OF THE EDGE OF BANK FORMED BY HIGH WATER AND
 EA2846'16.1 METERS (52.8 FT) WEST OF THE SOUTHEAST CORNER OF HOUSE.
 EA2846' 
 EA2846'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BARRACKS NO 1 1962--,
 EA2846'CLAMPED ONTO THE TOP OF A 5/8-INCH COPPER WELD ROD THAT IS DRIVEN TO A
 EA2846'DEPTH OF 24 FEET, WITHIN A 2-INCH BY 5 FOOT SECTION OF GALVANIZED PIPE
 EA2846'THAT PROJECTS 20 CM.  IT IS 9.35 METERS (30.7 FT) EAST OF THE
 EA2846'NORTHWEST CORNER OF HOUSE AND 10.88 METERS (35.7 FT) NORTH OF THE
 EA2846'NORTHEAST CORNER OF HOUSE.
 EA2846' 
 EA2846'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--BARRACKS 1962 NO 3
 EA2846'1981--, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 30 CM IN
 EA2846'DIAMETER AND PROJECTS 30 CM.  IT IS 7.32 METERS (24 FT) NORTHEAST OF
 EA2846'THE CENTER OF SAND DRIVEWAY, 8.22 METERS (27 FT) SOUTH SOUTHEAST OF
 EA2846'THE SOUTHEAST CORNER OF HOUSE AND 30.2 METERS (99 FT) NORTHWEST OF THE
 EA2846'CENTERLINE OF BEACH RD SOUTH AND ABOUT 1 FOOT HIGHER THAN STATION
 EA2846'MARK.
 EA2846' 
 EA2846'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--BARRACKS 1962 NO 4
 EA2846'1981--, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 30 CM IN
 EA2846'DIAMETER AND PROJECTS 28 CM.  IT IS 2.05 METERS (6.7 FT) NORTHEAST OF
 EA2846'THE LEADING EDGE OF A BOARDWALK LEADING TO BEACH 5.18 METERS (17 FT)
 EA2846'SOUTHEAST OF THE EDGE OF BANK FORMED BY HIGH WATER, 11.17 METERS (36.6
 EA2846'FT) WEST OF THE NORTHWEST CORNER OF HOUSE AND ABOUT 1 METER LOWER THAN
 EA2846'THE STATION MARK.
 EA2846' 
 EA2846'REFERENCE MARK 3 TO REFERENCE MARK 4 IS OBSTRUCTED BY HOUSE.
 EA2846' 
 EA2846'REFERENCE MARK 3 TO REFERENCE MARK 1 IS OBSTRUCTED BY HOUSE.
 EA2846' 
 EA2846'DESCRIBED BY H D MCKINNEY.
 EA2846
 EA2846                          STATION RECOVERY (1988)
 EA2846
 EA2846'RECOVERY NOTE BY US POWER SQUADRON 1988 (GBL)
 EA2846'RECOVERED IN GOOD CONDITION.
 EA2846
 EA2846                          STATION RECOVERY (1994)
 EA2846
 EA2846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA2846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3795 ***********************************************************************
 EY3795  DESIGNATION -  BARREN
 EY3795  PID         -  EY3795
 EY3795  STATE/COUNTY-  NC/BEAUFORT
 EY3795  USGS QUAD   -  AURORA (1993)
 EY3795
 EY3795                         *CURRENT SURVEY CONTROL
 EY3795  ___________________________________________________________________
 EY3795* NAD 83(2001)-  35 18 39.37706(N)    076 46 55.24338(W)     ADJUSTED  
 EY3795* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3795  ___________________________________________________________________
 EY3795  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 EY3795  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EY3795  HORZ ORDER  -  THIRD
 EY3795
 EY3795.The horizontal coordinates were established by classical geodetic methods
 EY3795.and adjusted by the National Geodetic Survey in August 2005.
 EY3795
 EY3795.The orthometric height was scaled from a topographic map.
 EY3795
 EY3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3795
 EY3795.The geoid height was determined by GEOID03.
 EY3795
 EY3795;                    North         East     Units Scale Factor Converg.
 EY3795;SPC NC       -   175,407.853   811,265.989   MT  0.99987312   +1 16 48.6
 EY3795;SPC NC       -   575,483.93  2,661,628.50   sFT  0.99987312   +1 16 48.6
 EY3795;UTM  18      - 3,908,982.268   337,997.242   MT  0.99992344   -1 01 48.9
 EY3795
 EY3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3795!SPC NC       -   1.00000590  x   0.99987312  =   0.99987902
 EY3795!UTM  18      -   1.00000590  x   0.99992344  =   0.99992934
 EY3795
 EY3795|---------------------------------------------------------------------|
 EY3795| PID    Reference Object                     Distance      Geod. Az  |
 EY3795|                                                           dddmmss.s |
 EY3795| EY4749 BARREN RM                            20.965 METERS 06502     |
 EY3795| EY3826 MARY                                APPROX. 0.6 KM 1461538.6 |
 EY3795| EY3849 WINDLY                              332.861 METERS 24844     |
 EY3795| EY3802 CRAWFORD                            410.456 METERS 3381501.2 |
 EY3795|---------------------------------------------------------------------|
 EY3795
 EY3795                          SUPERSEDED SURVEY CONTROL
 EY3795
 EY3795  NAD 83(1986)-  35 18 39.39237(N)    076 46 55.24884(W) AD(       ) 3
 EY3795  NAD 27      -  35 18 38.77200(N)    076 46 56.51800(W) AD(       ) 3
 EY3795
 EY3795.Superseded values are not recommended for survey control.
 EY3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3795.See file dsdata.txt to determine how the superseded data were derived.
 EY3795
 EY3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3799708982(NAD 83)
 EY3795_MARKER: DS = TRIANGULATION STATION DISK
 EY3795_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3795_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3795
 EY3795  HISTORY     - Date     Condition        Report By
 EY3795  HISTORY     - 1935     MONUMENTED       CGS
 EY3795  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3795
 EY3795                          STATION DESCRIPTION
 EY3795
 EY3795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3795'STATION IS ON THE E SIDE OF SOUTH CREEK, APPROXIMATELY 1/2
 EY3795'MILE N FROM BRIDGE AT AURORA, NORTH CAROLINA IN VERY MARSHY
 EY3795'LAND.  FROM THE STATION, WESTERLY ACROSS CREEK, IS AN OLD
 EY3795'PILING 50 METERS FROM SHORE LINE, TREE LINE IS 100 METERS E,
 EY3795'SHORE LINE IS 20 METERS W AND 25 METERS S.
 EY3795'
 EY3795'STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE FILLED
 EY3795'8- BY 36-INCH TILE PROJECTING 8 INCHES ABOVE GROUND.
 EY3795'
 EY3795'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8-
 EY3795'BY 30-INCH TILE PROJECTING 8 INCHES ABOVE GROUND.
 EY3795
 EY3795                          STATION RECOVERY (1948)
 EY3795
 EY3795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3795'STATION HAS NOT BEEN FOUND.  A THOROUGH SEARCH WAS MADE BY A
 EY3795'TWO-MAN PARTY ON THREE SEPARATE OCCASIONS FOR A TOTAL OF FIVE
 EY3795'MAN HOURS.  NO TRACE OF THE STATION WAS FOUND.  THE STATION IS
 EY3795'PROBABLY UNDER AN ACCUMULATION OF JETSAM AND OLD MARSH GRASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8421 ***********************************************************************
 AF8421  DESIGNATION -  BARRET
 AF8421  PID         -  AF8421
 AF8421  STATE/COUNTY-  NC/HERTFORD
 AF8421  USGS QUAD   -  MURFREESBORO (1973)
 AF8421
 AF8421                         *CURRENT SURVEY CONTROL
 AF8421  ___________________________________________________________________
 AF8421* NAD 83(2001)-  36 28 09.51555(N)    077 03 32.92750(W)     ADJUSTED  
 AF8421* NAVD 88     -         7.9    (meters)      26.     (feet)  VERT ANG  
 AF8421  ___________________________________________________________________
 AF8421  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 AF8421  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AF8421  HORZ ORDER  -  SECOND
 AF8421
 AF8421.The horizontal coordinates were established by classical geodetic methods
 AF8421.and adjusted by the National Geodetic Survey in August 2005.
 AF8421
 AF8421.The orthometric height was determined by vertical angle observations.
 AF8421
 AF8421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8421
 AF8421.The geoid height was determined by GEOID03.
 AF8421
 AF8421;                    North         East     Units Scale Factor Converg.
 AF8421;SPC NC       -   303,378.684   783,559.073   MT  1.00009854   +1 07 12.7
 AF8421;SPC NC       -   995,334.90  2,570,726.73   sFT  1.00009854   +1 07 12.7
 AF8421;UTM  18      - 4,037,974.852   315,508.083   MT  1.00001937   -1 13 27.4
 AF8421
 AF8421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8421!SPC NC       -   1.00000426  x   1.00009854  =   1.00010280
 AF8421!UTM  18      -   1.00000426  x   1.00001937  =   1.00002363
 AF8421
 AF8421                          SUPERSEDED SURVEY CONTROL
 AF8421
 AF8421  NAD 83(1986)-  36 28 09.52535(N)    077 03 32.94737(W) AD(       ) 2
 AF8421
 AF8421.Superseded values are not recommended for survey control.
 AF8421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8421.See file dsdata.txt to determine how the superseded data were derived.
 AF8421
 AF8421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1550837975(NAD 83)
 AF8421_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8421_STAMPING: BARRET 1985
 AF8421_MARK LOGO: NCGS  
 AF8421_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8421+STABILITY: SURFACE MOTION
 AF8421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8421+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AF8421
 AF8421  HISTORY     - Date     Condition        Report By
 AF8421  HISTORY     - 1985     MONUMENTED       NCGS
 AF8421
 AF8421                          STATION DESCRIPTION
 AF8421
 AF8421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8421'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTHEAST OF MURFREESBORO, IN
 AF8421'BARRETTS CROSSROADS COMMUNITY. ALONG US 258 FOR 2.55 MI (4.10 KM)
 AF8421'NORTHEAST FROM THE JUNCTION WITH US 158 AND NC 11, OR 0.20 MI (0.32
 AF8421'KM) SOUTHWEST OF BARRETTS CROSSROADS, IN NORTH SHOULDER OF THE
 AF8421'HIGHWAY. MARK IS RECESSED 5 INCHES BELOW GROUND AND ABOUT LEVEL WITH
 AF8421'HIGHWAY. LOCATED 19.5 FT (5.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 AF8421'THE HIGHWAY, 56.0 FT (17.1 M) SOUTHWEST OF THE NORTH END OF A HIGHWAY
 AF8421'CULVERT, 47.0 FT (14.3 M) NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY
 AF8421'FROM THE EAST END OF AN OLD FIELD ROAD CULVERT, 104.0 FT (31.7 M) WEST
 AF8421'OF A TELEPHONE PEDESTAL--AND 43.3 FT (13.2 M) EAST OF A 26-INCH GUM,
 AF8421'59.0 FT (18.0 M) NORTHWEST OF A POWER POLE, 181.7 EAST -NORTHEAST OF A
 AF8421'POWER POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3874 ***********************************************************************
 EZ3874  DESIGNATION -  BARRETT
 EZ3874  PID         -  EZ3874
 EZ3874  STATE/COUNTY-  NC/RANDOLPH
 EZ3874  USGS QUAD   -  RAMSEUR (1980)
 EZ3874
 EZ3874                         *CURRENT SURVEY CONTROL
 EZ3874  ___________________________________________________________________
 EZ3874* NAD 83(2001)-  35 41 56.86758(N)    079 37 47.34981(W)     ADJUSTED  
 EZ3874* NAVD 88     -       163.3    (meters)     536.     (feet)  VERTCON   
 EZ3874  ___________________________________________________________________
 EZ3874  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EZ3874  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 EZ3874  HORZ ORDER  -  SECOND
 EZ3874
 EZ3874.The horizontal coordinates were established by classical geodetic methods
 EZ3874.and adjusted by the National Geodetic Survey in August 2005.
 EZ3874
 EZ3874.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3874
 EZ3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3874
 EZ3874.The geoid height was determined by GEOID03.
 EZ3874
 EZ3874;                    North         East     Units Scale Factor Converg.
 EZ3874;SPC NC       -   216,400.511   552,605.377   MT  0.99990299   -0 21 48.6
 EZ3874;SPC NC       -   709,974.01  1,813,006.14   sFT  0.99990299   -0 21 48.6
 EZ3874;UTM  17      - 3,951,443.416   623,962.289   MT  0.99978936   +0 47 58.7
 EZ3874
 EZ3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3874!SPC NC       -   0.99997914  x   0.99990299  =   0.99988213
 EZ3874!UTM  17      -   0.99997914  x   0.99978936  =   0.99976851
 EZ3874
 EZ3874:                Primary Azimuth Mark                     Grid Az
 EZ3874:SPC NC       -  HM 133                                   170 51 31.8
 EZ3874:UTM  17      -  HM 133                                   169 41 44.5
 EZ3874
 EZ3874|---------------------------------------------------------------------|
 EZ3874| PID    Reference Object                     Distance      Geod. Az  |
 EZ3874|                                                           dddmmss.s |
 EZ3874| EZ3873 HM 133                              449.281 METERS 1702943.2 |
 EZ3874| EZ3875 BURGESS                             APPROX. 0.7 KM 3591348.3 |
 EZ3874|---------------------------------------------------------------------|
 EZ3874
 EZ3874                          SUPERSEDED SURVEY CONTROL
 EZ3874
 EZ3874  NAD 83(1986)-  35 41 56.87231(N)    079 37 47.35802(W) AD(       ) 2
 EZ3874  NAD 27      -  35 41 56.38235(N)    079 37 48.26610(W) AD(       ) 2
 EZ3874  NGVD 29 (07/19/86)  163.5    (m)          536.     (f) VERT ANG    3  
 EZ3874
 EZ3874.Superseded values are not recommended for survey control.
 EZ3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3874.See file dsdata.txt to determine how the superseded data were derived.
 EZ3874
 EZ3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2396251443(NAD 83)
 EZ3874_MARKER: DE = TRAVERSE STATION DISK
 EZ3874_SETTING: 0 = UNSPECIFIED SETTING
 EZ3874_STAMPING: BARRETT 1975
 EZ3874_MARK LOGO: NCGS  
 EZ3874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3874
 EZ3874  HISTORY     - Date     Condition        Report By
 EZ3874  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3874
 EZ3874                          STATION DESCRIPTION
 EZ3874
 EZ3874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3874'BARRETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3874'IN THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ3874'
 EZ3874'BARRETT IS LOCATED APPROXIMATELY 3.8 MILES SSE OF RAMSEUR, AND
 EZ3874'4.1 MILES NORTH OF COLERIDGE.  TO REACH STATION FROM INTERSECTION
 EZ3874'OF U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SE ALONG NC 22
 EZ3874'FOR 3.3 MILES TO STATION ON RIGHT, ON TOP OF A 5 FOOT BANK AT A
 EZ3874'TELEPHONE POLE, AND 1.1 MILE SOUTH OF INTERSECTION WITH SR
 EZ3874'2642 EAST.
 EZ3874'
 EZ3874'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3874'BARRETT 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE
 EZ3874'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3874'
 EZ3874'MARK IS 27.0 FT W OF C/L OF NC 22
 EZ3874'
 EZ3874'94.3 FT NNW OF C/L OF INTERSECTION OF HIGHWAY WITH DRIVEWAY
 EZ3874'EAST TO E. B. AND T. G. COXS RESIDENCE
 EZ3874'
 EZ3874'2.8 FT E OF TP WITH ALUMINUM REF. TAG
 EZ3874'
 EZ3874'86.1 FT NW OF CORNER FENCE POST WITH ALUMINUM REF. TAG
 EZ3874'
 EZ3874'125.3 FT SW OF PP 1027-1 WITH ALUMINUM REF. TAG
 EZ3874'
 EZ3874'131.5 FT S OF CENTER OF GATE TO PASTURE ON EAST SIDE OF HIGHWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2866 ***********************************************************************
 FA2866  DESIGNATION -  BARRETT RESET
 FA2866  PID         -  FA2866
 FA2866  STATE/COUNTY-  NC/ALEXANDER
 FA2866  USGS QUAD   -  MILLERSVILLE (1970)
 FA2866
 FA2866                         *CURRENT SURVEY CONTROL
 FA2866  ___________________________________________________________________
 FA2866* NAD 83(2007)-  35 52 07.81683(N)    081 14 26.37595(W)     ADJUSTED  
 FA2866* NAVD 88     -       572.8    (meters)    1879.     (feet)  VERTCON   
 FA2866  ___________________________________________________________________
 FA2866  EPOCH DATE  -        2002.00
 FA2866  X           -     788,068.856 (meters)                     COMP
 FA2866  Y           -  -5,114,620.114 (meters)                     COMP
 FA2866  Z           -   3,716,724.491 (meters)                     COMP
 FA2866  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FA2866  ELLIP HEIGHT-         540.302 (meters)          (02/10/07) ADJUSTED
 FA2866  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FA2866
 FA2866  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2866  Type    PID    Designation                      North   East  Ellip
 FA2866  -------------------------------------------------------------------
 FA2866  NETWORK FA2866 BARRETT RESET                     0.57   0.55   1.39
 FA2866  -------------------------------------------------------------------
 FA2866
 FA2866.The horizontal coordinates were established by GPS observations
 FA2866.and adjusted by the National Geodetic Survey in February 2007.
 FA2866
 FA2866.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2866.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2866.The horizontal coordinates are valid at the epoch date displayed above.
 FA2866.The epoch date for horizontal control is a decimal equivalence
 FA2866.of Year/Month/Day.
 FA2866
 FA2866.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2866
 FA2866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2866
 FA2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2866
 FA2866.The ellipsoidal height was determined by GPS observations
 FA2866.and is referenced to NAD 83.
 FA2866
 FA2866.The geoid height was determined by GEOID03.
 FA2866
 FA2866;                    North         East     Units Scale Factor Converg.
 FA2866;SPC NC       -   237,331.603   407,272.298   MT  0.99993047   -1 17 35.7
 FA2866;SPC NC       -   778,645.43  1,336,192.53   sFT  0.99993047   -1 17 35.7
 FA2866;UTM  17      - 3,969,427.565   478,274.008   MT  0.99960582   -0 08 27.6
 FA2866
 FA2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2866!SPC NC       -   0.99991521  x   0.99993047  =   0.99984568
 FA2866!UTM  17      -   0.99991521  x   0.99960582  =   0.99952106
 FA2866
 FA2866:                Primary Azimuth Mark                     Grid Az
 FA2866:SPC NC       -  BARRETT AZ MK                            012 15 08.5
 FA2866:UTM  17      -  BARRETT AZ MK                            011 06 00.4
 FA2866
 FA2866|---------------------------------------------------------------------|
 FA2866| PID    Reference Object                     Distance      Geod. Az  |
 FA2866|                                                           dddmmss.s |
 FA2866| FA3955 BARRETT AZ MK                                      0105732.8 |
 FA2866| FZ1968 POORE RESET                         APPROX.21.1 KM 0205958.9 |
 FA2866| FA2876 SCHNEIDER MILL WATER TANK           APPROX. 8.8 KM 0284427.2 |
 FA2866| FA2877 SHERRILL YARN MILLS WATER TANK      APPROX. 9.3 KM 0522636.5 |
 FA2866| FA3956 BARRETT RM 1                         18.379 METERS 05307     |
 FA2866| FA2873 BARRETT MTN VOR BZM 1976             13.314 METERS 08847     |
 FA2866| FA3958 BARRETT RM 3                         13.792 METERS 15256     |
 FA2866| FA3957 BARRETT RM 2                         16.465 METERS 33000     |
 FA2866| FA3959 BARRETT RM 4                         16.471 METERS 33001     |
 FA2866|---------------------------------------------------------------------|
 FA2866
 FA2866                          SUPERSEDED SURVEY CONTROL
 FA2866
 FA2866  NAD 83(2001)-  35 52 07.81700(N)    081 14 26.37586(W) AD(       ) 1
 FA2866  ELLIP H (03/13/03)  540.291  (m)                       GP(       ) 4 2
 FA2866  NAD 83(1986)-  35 52 07.82196(N)    081 14 26.38011(W) AD(       ) 1
 FA2866  NAD 27      -  35 52 07.34400(N)    081 14 27.08100(W) AD(       ) 1
 FA2866  NGVD 29 (02/04/93)  573.0    (m)         1880.     (f) GPS OBS     3  
 FA2866
 FA2866.Superseded values are not recommended for survey control.
 FA2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2866.See file dsdata.txt to determine how the superseded data were derived.
 FA2866
 FA2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7827469428(NAD 83)
 FA2866_MARKER: DE = TRAVERSE STATION DISK
 FA2866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2866_SP_SET: CONCRETE POST
 FA2866_STAMPING: BARRETT 1948 1972
 FA2866_MARK LOGO: NGS   
 FA2866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2866+STABILITY: SURFACE MOTION
 FA2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2866+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 FA2866
 FA2866  HISTORY     - Date     Condition        Report By
 FA2866  HISTORY     - 1948     MONUMENTED       CGS
 FA2866  HISTORY     - 1958     GOOD             CGS
 FA2866  HISTORY     - 1966     GOOD             CGS
 FA2866  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FA2866  HISTORY     - 1972     GOOD             NGS
 FA2866  HISTORY     - 1976     GOOD             NGS
 FA2866  HISTORY     - 1981     GOOD             NCGS
 FA2866  HISTORY     - 19890209 GOOD             NCGS
 FA2866  HISTORY     - 19910221 GOOD             NCGS
 FA2866
 FA2866                          STATION DESCRIPTION
 FA2866
 FA2866'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2866'STATION IS LOCATED ON THE HIGHEST POINT OF BARRETT MOUNTAN ABOUT
 FA2866'11 MILES NORTH OF CONOVER AND 5 MILES SOUTHWEST OF TAYLORSVILLE ON
 FA2866'PROPERTY OWNED BY MR. GEORGE CLINE.  IT IS 25 FEET WEST OF A 4
 FA2866'INCH PINE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 10 FEET
 FA2866'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES
 FA2866'AND THE DISK IS STAMPED BARRETT 1948.
 FA2866'
 FA2866'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF HILL.  THE MARK
 FA2866'PROJECTS 6 INCHES AND THE DISK IS STAMPED BARRETT NO 1 1948.
 FA2866'
 FA2866'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF HILL.  THE MARK
 FA2866'PROJECTS 6 INCHES AND THE DISK IS STAMPED BARRETT NO 2 1948.
 FA2866'
 FA2866'AZIMUTH MARK IS 52 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE,
 FA2866'15 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 2 FEET SOUTH OF A
 FA2866'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FA2866'STAMPED BARRETT 1948.
 FA2866'
 FA2866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO. 90
 FA2866'AND NO. 16 IN TAYLORSVILLE, GO SOUTH ON STATE HIGHWAY NO. 16 FOR
 FA2866'4.0 MILES TO A DIRT ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO
 FA2866'SOUTHWEST FOR 2.5 MILE TO A FORK IN ROAD, TAKE RIGHT FORK AND GO
 FA2866'WEST FOR 1.8 MILES TO A CROSSROAD, TURN LEFT AND FOLLOW NARROW
 FA2866'WINDING ROAD FOR 1.6 MILES TO TOP OF RIDGE AND CROSSROAD, TURN
 FA2866'LEFT ON WOODS ROAD AND FOLLOW ALONG RIDGE IN A WESTERLY DIRECTION
 FA2866'FOR 0.8 MILES TO THE TOP OF MOUNTAIN AND THE STATION AS
 FA2866'DESCRIBED.
 FA2866'
 FA2866'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON WOODS ROAD
 FA2866'FOR 1.0 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FA2866'
 FA2866'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2866
 FA2866                          STATION RECOVERY (1958)
 FA2866
 FA2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 FA2866'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 FA2866'MARK NOT SEARCHED FOR.  ANGLES BETWEEN REFERENCE MARKS AND DISTANCES
 FA2866'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND
 FA2866'CORRECT EXCEPT FOR THE FOLLOWING.
 FA2866'
 FA2866'STATION IS LOCATED 36.7 FEET NORTHWEST OF SOUTHWEST CORNER OF CAA
 FA2866'OMNI RANGE BUILDING, 36.4 FEET SOUTHWEST OF NORTHWEST CORNER OF CAA
 FA2866'OMNI RANGE BUILDING AND 1.8 FEET WEST OF BOARD FENCE SURROUNGING
 FA2866'BUILDING.
 FA2866'
 FA2866'REFERENCE MARK NO. 1 IS 0.5 FOOT NORTH OF BOARD FENCE SURROUNDING
 FA2866'CAA OMNI RANGE BUILDING.
 FA2866'
 FA2866'TO REACH STATION FROM JUNCTION OF STATE ROUTES 90 AND 16(NORTH) ON
 FA2866'WEST SIDE OF TAYLORVILLE, GO 3.8 MILES WEST ON STATE ROUTE 90 TO
 FA2866'ROAD ON LEFT, TURN LEFT GO 2.6 MILES SOUTH TO CROSSROADS, TURN
 FA2866'RIGHT GO 2.0 MILES WEST AND SOUTH ON GRAVEL ROAD TO FORK IN ROAD,
 FA2866'LEFT 0.2 MILE SOUTHERLY TO STATION ON HIGHEST PART OF MOUNTAIN.
 FA2866
 FA2866                          STATION RECOVERY (1966)
 FA2866
 FA2866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2866'STATION MARK RECOVERED IN GOOD CONDITION, ON THE HIGHEST PART OF
 FA2866'BARRETT MOUNTAIN, 37 FEET NORTHWEST OF THE SOUTHWEST CORNER AND 35.5
 FA2866'FEET SOUTHWEST OF THE NORTHWEST CORNER OF F.A.A. NAVIGATIONAL AID
 FA2866'BUILDING, AT EDGE OF GRAVELED AREA AND PROJECTING 10 INCHES.
 FA2866'
 FA2866'RM 1 GOOD CONDITION, PROJECTS 8 INCHES, IS AT THE NORTH EDGE OF
 FA2866'GRAVELED AREA AND 21 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FA2866'BUILDING.
 FA2866'
 FA2866'RM 2 HAS BEEN STRUCK A HEAVY BLOW THAT MARRED AND SLIGHTLY
 FA2866'DISPLACED THE DISK.  THE MARK PROJECTS 3 INCHES, IS 68 FEET
 FA2866'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING AND 16 FEET NORTH
 FA2866'OF THE CENTER OF A GRAVELED ROAD.  FOLLOWING DISTANCES WERE
 FA2866'MEASURED--
 FA2866'
 FA2866'STATION MARK TO RM 1.....60.30 FEET 18.380 METERS.
 FA2866'
 FA2866'STATION MARK TO RM 2.....53.98 FEET 16.453 METERS.
 FA2866'
 FA2866'RM 1 TO RM 2..........75.90 FEET 23.133 METERS.
 FA2866'
 FA2866'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FA2866'
 FA2866'TO REACH THE STATION FROM LILEDOWN (3 MILES SOUTHWEST OF
 FA2866'TAYLORSVILLE,) GO SOUTHWEST ON SECONDARY ROAD 1128 FOR 1.2 MILES TO
 FA2866'A CROSSROAD (PAVED), CONTINUE AHEAD UP THE CROOKED MOUNTAIN ROAD
 FA2866'FOR 2.1 MILES TO A LOCKED IRON GATE INTO GOVERNMENT PROPERTY,
 FA2866'CONTINUE UP GRADE FOR 0.1 MILE TO THE F.A.A. INSTALLATION AND THE
 FA2866'MARKS AT THE SUMMIT.
 FA2866
 FA2866                          STATION RECOVERY (1972)
 FA2866
 FA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FA2866'STATION UNDERGROUND MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 FA2866'CONDITION.  THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 HAD
 FA2866'BEEN PULLED FROM THE GROUND, APPARENTLY BY VANDALS, AND THE DISKS
 FA2866'WERE RECLAIMED AT THE TIME.  THE TOP OF REFERENCE MARK NO. 2 HAD
 FA2866'BEEN BROKEN OFF AND THE DISK WAS NOT RECOVERED.  ALTHOUGH A
 FA2866'SEARCH WAS MADE THE AZIMUTH MARK WAS NOT RECOVERED.  DUE TO TREES
 FA2866'THE MARK WOULD NOT BE VISIBLE FROM STATION AND FOR THIS REASON
 FA2866'ANOTHER AZIMUTH MARK WAS NOT ESTABLISHED.  THE STATION
 FA2866'UNDERGROUND MARK WAS LOWERED IN POSITION AND A NEW SURFACE MARK
 FA2866'AND TWO REFERENCE MARKS WERE ESTABLISHED.  STATION IS NOW ON THE
 FA2866'SAME SITE AS HICKORY VOR AND ON HICKORY CITY PROPERTY.
 FA2866'
 FA2866'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 90 AND
 FA2866'SECONDARY ROAD 1110 IN TAYLORSVILLE GO SOUTHERLY ON SECONDARY ROAD
 FA2866'1110 FOR 1.9 MILES TO SIDE ROAD RIGHT.  TURN RIGHT ON SECONDARY
 FA2866'ROAD 1115 FOR 0.55 MILE TO FORK.  CONTINUE ON SECONDARY ROAD 1115
 FA2866'FOR 1.5 MILES TO CROSSROADS.  CONTINUE STRAIGHT AHEAD ON
 FA2866'SECONDARY ROAD 1128 FOR 1.6 MILES TO T INTERSECTION.  TURN LEFT
 FA2866'AND GO 0.6 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE FOR
 FA2866'0.2 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 FA2866'
 FA2866'STATION IS 36.7 FEET WEST OF THE SOUTHWEST CORNER OF VOR BUILDING,
 FA2866'36.4 FEET WEST OF THE NORTHWEST CORNER OF VOR BUILDING AND AT THE
 FA2866'WEST EDGE OF GRAVEL DRIVEWAY.  MARK IS A STANDARD DISK SET FLUSH IN
 FA2866'A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2
 FA2866'INCHES AND THE DISK IS STAMPED BARRETT 1948 1972.
 FA2866'
 FA2866'REFERENCE MARK NO. 3 IS 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 FA2866'OF VOR BUILDING AND AT THE SOUTH EDGE OF MOWED AREA.  THE MARK IS A
 FA2866'STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN
 FA2866'DIAMETER, PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BARRETT
 FA2866'1948 NO 3 1972.
 FA2866'
 FA2866'REFERENCE MARK NO. 4 IS 68 FEET NORTHWEST OF THE NORTHWEST CORNER
 FA2866'OF VOR BUILDING, 19 FEET NORTH OF THE APPROXIMATE CENTER OF DRIVEWAY
 FA2866'AND AT THE NORTH EDGE OF MOWED AREA.  THE MARK IS A STANDARD DISK
 FA2866'CEMENTED FLUSH IN A DRILLHOLE IN THE CONCRETE MONUMENT THAT WAS
 FA2866'REFERENCE MARK NO. 2, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 FA2866'STAMPED BARRETT 1948 NO 4 1972.
 FA2866'
 FA2866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA2866'5 MILES SW OF TAYLORSVILLE.
 FA2866
 FA2866                          STATION RECOVERY (1972)
 FA2866
 FA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FA2866'RECOVERED IN GOOD CONDITION.
 FA2866
 FA2866                          STATION RECOVERY (1976)
 FA2866
 FA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 FA2866'THE STATION MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 FA2866'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 FA2866'CHECKED THE 1972 MEASUREMENTS AND THE ANGLE BETWEEN THE REFERENCE
 FA2866'MARKS CHECKED THE 1972 OBSERVATIONS.  THE AZIMUTH MARK WAS NOT
 FA2866'RECOVERED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 FA2866'
 FA2866'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF STATESVILLE, 11
 FA2866'MILES NORTHEAST OF HICKORY, 5 MILES SOUTHWEST OF TAYLORSVILLE AND ON
 FA2866'THE PROPERTY OF THE FEDERAL AVIATION AGENCY.
 FA2866'
 FA2866'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 90,
 FA2866'IN THE NORTH EDGE OF TAYLORSVILLE, GO SOUTH ON HIGHWAY 16 FOR 3.55
 FA2866'MILES TO A FORK.  KEEP THE RIGHT FORK, LEAVING HIGHWAY 16, AND
 FA2866'CONTINUE SOUTHERLY, ON A PAVED ROAD WHICH TURNS TO A GRADED ROAD,
 FA2866'FOR 2.4 MILES TO A T-ROAD.  TURN RIGHT AND FOLLOW A WINDING GRADED
 FA2866'ROAD FOR 1.6 MILES TO A CROSSROAD, TURN LEFT AND FOLLOW A WINDING
 FA2866'GRADED ROAD, UPHILL, FOR 1.6 MILES TO A REVERSE FORK ON THE RIGHT.
 FA2866'CONTINUE AHEAD, UPHILL, FOR 0.6 OF A MILE TO A RED POST ON EACH
 FA2866'SIDE OF THE ROAD.  CONTINUE AHEAD, UPHILL, FOR 0.1 OF A MILE TO A
 FA2866'GATE IN THE FENCE WHICH SURROUNDS THE VOR COMPOUND.  PASS
 FA2866'THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.1 OF A MILE TO THE
 FA2866'VOR AND THE STATION AS DESCRIBED.
 FA2866'
 FA2866'THE STATION MARK, STAMPED BARRETT 1948 1972, IS A STANDARD DISK SET
 FA2866'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FA2866'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 113 FEET NORTH OF A
 FA2866'FENCE CORNER, 89 FEET NORTHEAST OF THE FENCE AND 33.6 FEET WEST OF
 FA2866'THE WEST SIDE OF THE BOR BUILDING.  THE 1972 DESCRIPTION STATES
 FA2866'THAT THERE IS AN UNDERGROUND MARK.
 FA2866'
 FA2866'REFERENCE MARK 3, STAMPED BARRETT 1948 NO 3 1972, IS A STANDARD DISK
 FA2866'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FA2866'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 69.5 FEET
 FA2866'NORTH OF THE FENCE CORNER, 56 FEET NORTHEAST OF THE FENCE AND 30
 FA2866'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE VOR BUILDING.
 FA2866'
 FA2866'REFERENCE MARK 4, STAMPED BARRETT 1948 NO 4 1972, IS A STANDARD DISK
 FA2866'CEMENTED IN A DRILL HOLE IN THE TOP OF A 12-INCH CYLINDRICAL
 FA2866'CONCRETE MONUMENT WHICH WAS ORIGINALLY REFERENCE MARK 2.  IT IS 89
 FA2866'FEET SOUTH OF THE FENCE, 68 FEET NORTHWEST OF THE NORTHWEST CORNER
 FA2866'OF THE VOR BUILDING, AND 17 FEET NORTH OF THE APPROXIMATE CENTER
 FA2866'OF THE GRAVELED ROAD LEADING TO THE VOR.
 FA2866'
 FA2866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 FA2866'OF TAYLORSVILLE.
 FA2866'
 FA2866'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 FA2866
 FA2866                          STATION RECOVERY (1981)
 FA2866
 FA2866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FA2866'THE STATION WAS RECOVERED AT THIS DATE.
 FA2866'STATION IS IN GOOD CONDITION, BUT NOT AS DESCRIBED.
 FA2866'A NEW DESCRIPTION FOLLOWS.
 FA2866'
 FA2866'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF TAYLORSVILLE.
 FA2866'
 FA2866'THE STATION IS A STANDARD CGS DISK STAMPED---BARRETT 1948-1972---,
 FA2866'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 1 INCH
 FA2866'ABOVE THE GROUND. LOCATED
 FA2866'38.0 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF VOR BUILDING,
 FA2866'37.5 FEET WEST OF THE NORTHWEST CORNER OF VOR BUILDING,
 FA2866'22.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF DRIVE TO VOR,
 FA2866'6.9 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE SLAB AND
 FA2866'106.3 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 FA2866'
 FA2866'REFERENCE MARK NO. 3 DISK HAS BEEN REMOVED, BUT THE STEM IS INTACT.
 FA2866'THE DISTANCE CHECKS WITH THE 1976 DESCRIPTION, THE DESCRIPTION IS
 FA2866'ADEQUATE.
 FA2866'
 FA2866'REFERENCE MARK NO. 4 HAS BEEN HIT BY HEAVY EQUIPMENT AND HAS
 FA2866'BEEN DESTROYED.
 FA2866'
 FA2866'STATION IS NOT A BENCH MARK.
 FA2866
 FA2866                          STATION RECOVERY (1989)
 FA2866
 FA2866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA2866'RECOVERED IN GOOD CONDITION.
 FA2866
 FA2866                          STATION RECOVERY (1991)
 FA2866
 FA2866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA2866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5412 ***********************************************************************
 EZ5412  DESIGNATION -  BARRICADE
 EZ5412  PID         -  EZ5412
 EZ5412  STATE/COUNTY-  NC/WAKE
 EZ5412  USGS QUAD   -  CARY (1993)
 EZ5412
 EZ5412                         *CURRENT SURVEY CONTROL
 EZ5412  ___________________________________________________________________
 EZ5412* NAD 83(2001)-  35 51 43.02071(N)    078 47 33.12544(W)     ADJUSTED  
 EZ5412* NAVD 88     -       127.43   (+/-2cm)     418.1    (feet)  VERTCON   
 EZ5412  ___________________________________________________________________
 EZ5412  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 EZ5412  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 EZ5412  HORZ ORDER  -  SECOND
 EZ5412  VERT ORDER  -  THIRD ? (See Below)
 EZ5412
 EZ5412.The horizontal coordinates were established by classical geodetic methods
 EZ5412.and adjusted by the National Geodetic Survey in August 2005.
 EZ5412
 EZ5412.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5412.The vertical order pertains to the NGVD 29 superseded value.
 EZ5412
 EZ5412.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5412
 EZ5412.The geoid height was determined by GEOID03.
 EZ5412
 EZ5412;                    North         East     Units Scale Factor Converg.
 EZ5412;SPC NC       -   234,303.475   628,338.250   MT  0.99992919   +0 07 11.1
 EZ5412;SPC NC       -   768,710.65  2,061,473.08   sFT  0.99992919   +0 07 11.1
 EZ5412;UTM  17      - 3,970,886.887   699,315.354   MT  1.00008954   +1 17 37.1
 EZ5412
 EZ5412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5412!SPC NC       -   0.99998503  x   0.99992919  =   0.99991422
 EZ5412!UTM  17      -   0.99998503  x   1.00008954  =   1.00007457
 EZ5412
 EZ5412:                Primary Azimuth Mark                     Grid Az
 EZ5412:SPC NC       -  CONTROL                                  022 58 30.3
 EZ5412:UTM  17      -  CONTROL                                  021 48 04.3
 EZ5412
 EZ5412|---------------------------------------------------------------------|
 EZ5412| PID    Reference Object                     Distance      Geod. Az  |
 EZ5412|                                                           dddmmss.s |
 EZ5412| EZ5396 CONTROL                             APPROX. 2.0 KM 0230541.4 |
 EZ5412|---------------------------------------------------------------------|
 EZ5412
 EZ5412                          SUPERSEDED SURVEY CONTROL
 EZ5412
 EZ5412  NAD 83(1986)-  35 51 43.02450(N)    078 47 33.13730(W) AD(       ) 2
 EZ5412  NAD 27      -  35 51 42.49809(N)    078 47 34.11638(W) AD(       ) 2
 EZ5412  NGVD 29 (07/19/86)  127.68   (m)          418.9    (f) LEVELING    3  
 EZ5412
 EZ5412.Superseded values are not recommended for survey control.
 EZ5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5412.See file dsdata.txt to determine how the superseded data were derived.
 EZ5412
 EZ5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9931570887(NAD 83)
 EZ5412_MARKER: DE = TRAVERSE STATION DISK
 EZ5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5412_STAMPING: BARRICADE 1967
 EZ5412_MARK LOGO: NCGS  
 EZ5412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5412+STABILITY: SURFACE MOTION
 EZ5412
 EZ5412  HISTORY     - Date     Condition        Report By
 EZ5412  HISTORY     - 1967     MONUMENTED       NCGS
 EZ5412
 EZ5412                          STATION DESCRIPTION
 EZ5412
 EZ5412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ5412'BARRICADE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5412'ESTABLISHED IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA.
 EZ5412'
 EZ5412'BARRICADE IS LOCATED APPROXIMATELY 3.2 MILES ENE OF
 EZ5412'MORRISVILLE AND 0.3 MILE ESE OF WEST END OF RALEIGH-DURHAM
 EZ5412'AIRPORT, E-W RUNWAY.  TO REACH STATION PROCEED FROM THE
 EZ5412'INTERSECTION OF ENTRANCE TO RALEIGH-DURHAM AIRPORT WITH SR
 EZ5412'1002.  GO GENERALLY SOUTHWEST ON SR 1002 FOR 1.8 MILES TO ROAD ON
 EZ5412'LEFT (EAST) WITH SIGN DEAD END.  PROCEED NORTH ON DEAD END ROAD
 EZ5412'TO BARRICADE, AND STATION.  STATION IS ON THE WEST SHOULDER OF
 EZ5412'ROAD NORTH OF BARRICADE TO AIRPORT.
 EZ5412'
 EZ5412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5412'BARRICADE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5412'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5412'
 EZ5412'MARK IS
 EZ5412'
 EZ5412'15.5 FT W OF C/L OF ROAD AT BARRICADE
 EZ5412'
 EZ5412'141.4 FT N OF C/L OF DRIVEWAY TO ONE STORY FRAME HOUSE
 EZ5412'
 EZ5412'105.4 FT NNE OF NE CORNER OF HOUSE
 EZ5412'
 EZ5412'175.7 FT NE OF PP WITH ALUMINUM REF. TAG S OF DRIVEWAY TO HOUSE
 EZ5412'
 EZ5412'25.6 FT WNW OF E CORNER POST OF BARRICADE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2867 ***********************************************************************
 FB2867  DESIGNATION -  BARRIER
 FB2867  PID         -  FB2867
 FB2867  STATE/COUNTY-  NC/POLK
 FB2867  USGS QUAD   -  SALUDA (1987)
 FB2867
 FB2867                         *CURRENT SURVEY CONTROL
 FB2867  ___________________________________________________________________
 FB2867* NAD 83(2001)-  35 14 52.70396(N)    082 19 58.67954(W)     ADJUSTED  
 FB2867* NAVD 88     -       625.1    (meters)    2051.     (feet)  VERT ANG  
 FB2867  ___________________________________________________________________
 FB2867  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 FB2867  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FB2867  HORZ ORDER  -  SECOND
 FB2867
 FB2867.The horizontal coordinates were established by classical geodetic methods
 FB2867.and adjusted by the National Geodetic Survey in August 2005.
 FB2867
 FB2867.The orthometric height was determined by vertical angle observations.
 FB2867
 FB2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2867
 FB2867.The geoid height was determined by GEOID03.
 FB2867
 FB2867;                    North         East     Units Scale Factor Converg.
 FB2867;SPC NC       -   171,261.231   306,357.184   MT  0.99987259   -1 55 25.3
 FB2867;SPC NC       -   561,879.56  1,005,106.86   sFT  0.99987259   -1 55 25.3
 FB2867;UTM  17      - 3,901,357.130   378,729.006   MT  0.99978124   -0 46 09.7
 FB2867
 FB2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2867!SPC NC       -   0.99990678  x   0.99987259  =   0.99977939
 FB2867!UTM  17      -   0.99990678  x   0.99978124  =   0.99968805
 FB2867
 FB2867:                Primary Azimuth Mark                     Grid Az
 FB2867:SPC NC       -  SALUDA                                   084 52 20.0
 FB2867:UTM  17      -  SALUDA                                   083 43 04.4
 FB2867
 FB2867|---------------------------------------------------------------------|
 FB2867| PID    Reference Object                     Distance      Geod. Az  |
 FB2867|                                                           dddmmss.s |
 FB2867| FB2866 SALUDA                              429.561 METERS 0825654.7 |
 FB2867| FB2869 REAL ESTATE                         APPROX. 0.5 KM 2892512.1 |
 FB2867|---------------------------------------------------------------------|
 FB2867
 FB2867                          SUPERSEDED SURVEY CONTROL
 FB2867
 FB2867  NAD 83(1986)-  35 14 52.70963(N)    082 19 58.67698(W) AD(       ) 2
 FB2867  NAD 83(1986)-  35 14 52.72079(N)    082 19 58.68329(W) AD(       ) 2
 FB2867  NAD 27      -  35 14 52.30549(N)    082 19 59.25247(W) AD(       ) 2
 FB2867  NGVD 29 (07/19/86)  625.2    (m)         2051.     (f) VERT ANG    3  
 FB2867
 FB2867.Superseded values are not recommended for survey control.
 FB2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2867.See file dsdata.txt to determine how the superseded data were derived.
 FB2867
 FB2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7872901357(NAD 83)
 FB2867_MARKER: DE = TRAVERSE STATION DISK
 FB2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2867_SP_SET: CONCRETE POST
 FB2867_STAMPING: BARRIER 1974
 FB2867_MARK LOGO: NCGS  
 FB2867_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2867+STABILITY: SURFACE MOTION
 FB2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2867+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 FB2867
 FB2867  HISTORY     - Date     Condition        Report By
 FB2867  HISTORY     - 1974     MONUMENTED       NCGS
 FB2867  HISTORY     - 1974     GOOD             NCGS
 FB2867  HISTORY     - 19880713 GOOD             NCGS
 FB2867  HISTORY     - 19920518 GOOD             NCGS
 FB2867
 FB2867                          STATION DESCRIPTION
 FB2867
 FB2867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2867'THE STATION IS LOCATED APPROXIMATELY 1.1 MILE NORTHEAST OF SALUDA AND
 FB2867'6.2 MILES WEST-NORTHWEST OF TRYON.
 FB2867'
 FB2867'TO REACH STATION FROM THE SOUTHEAST END OF I-26 BRIDGE OVER GREEN
 FB2867'RIVER IN SOUTHEAST HENDERSON COUNTY, PROCEED SOUTHEAST ALONG I-26 FOR
 FB2867'3.05 MILES TO STATION ON THE RIGHT IN SHOULDER BESIDE GUARD RAIL AND
 FB2867'0.25 MILE WEST OF I-26 OVERPASS OF SR 1152.
 FB2867'
 FB2867'STATION MARK IS A STANDARD DISK, STAMPED---BARRIER 1974---, SET IN THE
 FB2867'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES BELOW THE
 FB2867'GROUND SURFACE.  MARK IS 6.4 FEET SOUTH OF SOUTHERNMOST WHITE TRAFFIC
 FB2867'LINE OF I-26 EASTBOUND LANE, 2.9 FEET WEST OF METAL REFLECTOR POST,
 FB2867'118.8 FEET NORTHEAST OF A WOODEN RIGHT-OF-WAY FENCE POST WITH
 FB2867'REFERENCE TAG AND 78.0 FEET SOUTHEAST OF EAST END OF CATCH BASIN IN
 FB2867'MEDIAN.
 FB2867
 FB2867                          STATION RECOVERY (1974)
 FB2867
 FB2867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 FB2867'RECOVERED IN GOOD CONDITION.
 FB2867
 FB2867                          STATION RECOVERY (1988)
 FB2867
 FB2867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2867'THE STATION WAS RECOVERED WITH ADDITIONAL REFERENCES NOTED BELOW.
 FB2867'LOCATED 31.5 FT (9.6 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 FB2867'LANES OF I-26 AND 116.1 FT (35.4 M) (SLOPE) NORTH-NORTHWEST OF A
 FB2867'POWER POLE.
 FB2867'CHANGES IN THE TEXT ARE AS FOLLOWS--THE GUARDRAIL IS GONE. THE STATION
 FB2867'IS NOW LOCATED 4.0 FT (1.2 M) WEST OF A METAL REFLECTOR POST.
 FB2867'THE LINES OF SIGHT ARE CLEAR.
 FB2867
 FB2867                          STATION RECOVERY (1992)
 FB2867
 FB2867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2867'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1200 ***********************************************************************
 FA1200  DESIGNATION -  BARRINGER
 FA1200  PID         -  FA1200
 FA1200  STATE/COUNTY-  NC/STANLY
 FA1200  USGS QUAD   -  ALBEMARLE (1993)
 FA1200
 FA1200                         *CURRENT SURVEY CONTROL
 FA1200  ___________________________________________________________________
 FA1200* NAD 83(2001)-  35 20 41.45929(N)    080 08 57.83357(W)     ADJUSTED  
 FA1200* NAVD 88     -       181.675  (meters)     596.05   (feet)  ADJUSTED  
 FA1200  ___________________________________________________________________
 FA1200  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FA1200  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA1200  DYNAMIC HT  -         181.515 (meters)     595.52  (feet)  COMP
 FA1200  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FA1200
 FA1200  HORZ ORDER  -  SECOND
 FA1200  VERT ORDER  -  SECOND    CLASS II
 FA1200
 FA1200.The horizontal coordinates were established by classical geodetic methods
 FA1200.and adjusted by the National Geodetic Survey in August 2005.
 FA1200
 FA1200.The orthometric height was determined by differential leveling
 FA1200.and adjusted in June 1991.
 FA1200
 FA1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1200
 FA1200.The geoid height was determined by GEOID03.
 FA1200
 FA1200.The dynamic height is computed by dividing the NAVD 88
 FA1200.geopotential number by the normal gravity value computed on the
 FA1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1200.degrees latitude (g = 980.6199 gals.).
 FA1200
 FA1200.The modeled gravity was interpolated from observed gravity values.
 FA1200
 FA1200;                    North         East     Units Scale Factor Converg.
 FA1200;SPC NC       -   177,521.584   505,132.382   MT  0.99987391   -0 39 48.2
 FA1200;SPC NC       -   582,418.73  1,657,255.16   sFT  0.99987391   -0 39 48.2
 FA1200;UTM  17      - 3,911,618.605   577,292.718   MT  0.99967362   +0 29 31.5
 FA1200
 FA1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1200!SPC NC       -   0.99997625  x   0.99987391  =   0.99985016
 FA1200!UTM  17      -   0.99997625  x   0.99967362  =   0.99964987
 FA1200
 FA1200:                Primary Azimuth Mark                     Grid Az
 FA1200:SPC NC       -  LARRY                                    103 40 36.9
 FA1200:UTM  17      -  LARRY                                    102 31 17.2
 FA1200
 FA1200|---------------------------------------------------------------------|
 FA1200| PID    Reference Object                     Distance      Geod. Az  |
 FA1200|                                                           dddmmss.s |
 FA1200| FA1201 LARRY                               APPROX. 0.7 KM 1030048.7 |
 FA1200|---------------------------------------------------------------------|
 FA1200
 FA1200                          SUPERSEDED SURVEY CONTROL
 FA1200
 FA1200  NAD 83(1986)-  35 20 41.47104(N)    080 08 57.84479(W) AD(       ) 2
 FA1200  NAD 27      -  35 20 40.95783(N)    080 08 58.64133(W) AD(       ) 2
 FA1200  NGVD 29 (??/??/92)  181.938  (m)          596.91   (f) ADJ UNCH    2 2
 FA1200
 FA1200.Superseded values are not recommended for survey control.
 FA1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1200.See file dsdata.txt to determine how the superseded data were derived.
 FA1200
 FA1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7729311619(NAD 83)
 FA1200_MARKER: DD = SURVEY DISK
 FA1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1200_STAMPING: BARRINGER 1974
 FA1200
 FA1200  HISTORY     - Date     Condition        Report By
 FA1200  HISTORY     - UNK      MONUMENTED
 FA1200  HISTORY     - 1974     GOOD             NCGS
 FA1200  HISTORY     - 1986     GOOD             USPSQD
 FA1200  HISTORY     - 1987     GOOD             USPSQD
 FA1200
 FA1200                          STATION DESCRIPTION
 FA1200
 FA1200'DESCRIBED UNK
 FA1200'2.8 MI E FROM ALBEMARLE.
 FA1200'TO REACH STATION FROM INTERSECTION OF NC 740 WITH NC 24, NC 27 AND NC
 FA1200'73 AT THE EAST SIDE OF ALBEMARLE, PROCEED EASTERLY ALONG NC 24 - NC 27
 FA1200'- NC 73 FOR 1.0 MILES TO STATION ON THE LEFT AT THE WEST SIDE OF A
 FA1200'CONCRETE DRIVEWAY LEADING TO A ONE STORY BRICK HOUSE (BARRINGER
 FA1200'RESIDENCE) AND NEXT TO A TELEPHONE POLE, AND 0.15 MILE EAST OF
 FA1200'INTERSECTION WITH SR 1734 AND SR 1537 AT ANDERSON GROVE CHURCH.  23.6
 FA1200'FT. NNE OF C/L OF NC 24, NC 27, AND NC 73, 19.3 FT. WNW OF C/L OF
 FA1200'CONCRETE DRIVEWAY, 120.5 FT. OF SW CORNER OF BRICK HOUSE, 1.2 FT. SSW
 FA1200'OF TP WITH ALUMINUM REF. TAG, 78.5 FT. NE OF PP WITH TRANSFORMER AND
 FA1200'WITH ALUMINUM REF. TAG, AND 69.6 FT. NNW OF CORNER FENCE POST WITH
 FA1200'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP
 FA1200'OF WHICH IS FLUSH WITH THE GROUND.
 FA1200
 FA1200                          STATION RECOVERY (1974)
 FA1200
 FA1200'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1200'BARRINGER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1200'IN THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1200'
 FA1200'BARRINGER IS LOCATED APPROXIMATELY 2.8 MILES EAST OF ALBEMARLE.  TO
 FA1200'REACH STATION FROM INTERSECTION OF NC 740 WITH NC 24, NC 27, AND
 FA1200'NC 73 AT THE EAST SIDE OF ALBEMARLE, PROCEED EASTERLY ALONG
 FA1200'NC 24 - NC 27 - NC 73 FOR 1.0 MILE TO STATION ON THE LEFT AT THE
 FA1200'WEST SIDE OF A CONCRETE DRIVEWAY LEADING TO A ONE STORY BRICK
 FA1200'HOUSE (BARRINGER RESIDENCE), AND NEXT TO A TELEPHONE POLE, AND
 FA1200'0.15 MILE EAST OF THE INTERSECTION WITH SR 1734 AND SR 1537 AT
 FA1200'ANDERSON GROVE CHURCH.
 FA1200'
 FA1200'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1200'BARRINGER 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1200'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1200'
 FA1200'MARK IS 23.6 FT NNE OF C/L OF NC 24, NC 27, AND NC 73
 FA1200'
 FA1200'19.3 FT WNW OF C/L OF CONCRETE DRIVEWAY
 FA1200'
 FA1200'120.5 FT SE OF SW CORNER OF BRICK HOUSE
 FA1200'
 FA1200'1.2 FT SSW OF TP WITH ALUMINUM REF. TAG
 FA1200'
 FA1200'78.5 FT NE OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 FA1200'
 FA1200'69.6 FT NNW OF CORNER FENCE POST WITH ALUMINUM REF. TAG
 FA1200
 FA1200                          STATION RECOVERY (1986)
 FA1200
 FA1200'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA1200'RECOVERED IN GOOD CONDITION.
 FA1200
 FA1200                          STATION RECOVERY (1987)
 FA1200
 FA1200'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWP)
 FA1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5278 ***********************************************************************
 AE5278  DESIGNATION -  BARRINGER
 AE5278  PID         -  AE5278
 AE5278  STATE/COUNTY-  NC/ROWAN
 AE5278  USGS QUAD   -  ROWAN MILLS (1987)
 AE5278
 AE5278                         *CURRENT SURVEY CONTROL
 AE5278  ___________________________________________________________________
 AE5278* NAD 83(2001)-  35 42 55.51643(N)    080 35 00.64836(W)     ADJUSTED  
 AE5278* NAVD 88     -       226.7    (meters)     744.     (feet)  VERTCON   
 AE5278  ___________________________________________________________________
 AE5278  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AE5278  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 AE5278  HORZ ORDER  -  SECOND
 AE5278
 AE5278.The horizontal coordinates were established by classical geodetic methods
 AE5278.and adjusted by the National Geodetic Survey in August 2005.
 AE5278
 AE5278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5278
 AE5278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5278
 AE5278.The geoid height was determined by GEOID03.
 AE5278
 AE5278;                    North         East     Units Scale Factor Converg.
 AE5278;SPC NC       -   219,169.805   466,334.270   MT  0.99990525   -0 54 50.2
 AE5278;SPC NC       -   719,059.60  1,529,965.02   sFT  0.99990525   -0 54 50.2
 AE5278;UTM  17      - 3,952,465.186   537,671.448   MT  0.99961749   +0 14 35.3
 AE5278
 AE5278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5278!SPC NC       -   0.99996936  x   0.99990525  =   0.99987462
 AE5278!UTM  17      -   0.99996936  x   0.99961749  =   0.99958686
 AE5278
 AE5278                          SUPERSEDED SURVEY CONTROL
 AE5278
 AE5278  NAD 83(1986)-  35 42 55.52797(N)    080 35 00.65368(W) AD(       ) 2
 AE5278  NGVD 29 (01/12/98)  226.9    (m)          744.     (f) VERT ANG    3  
 AE5278
 AE5278.Superseded values are not recommended for survey control.
 AE5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5278.See file dsdata.txt to determine how the superseded data were derived.
 AE5278
 AE5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3767152465(NAD 83)
 AE5278_MARKER: DE = TRAVERSE STATION DISK
 AE5278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5278_STAMPING: BARRINGER 1982
 AE5278_MARK LOGO: NCGS  
 AE5278_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5278+STABILITY: SURFACE MOTION
 AE5278
 AE5278  HISTORY     - Date     Condition        Report By
 AE5278  HISTORY     - 1982     MONUMENTED       NCGS
 AE5278
 AE5278                          STATION DESCRIPTION
 AE5278
 AE5278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5278'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST-SOUTHEAST OF BARBER AND
 AE5278'3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF WOODLEAF.  ALONG US 70 FOR 1.85 MI
 AE5278'(2.98 KM) EAST FROM NC 801 NORTH (IN THE BARBER COMMUNITY), IN THE
 AE5278'NORTH SHOULDER ON THE PROLONGATION OF THE CENTERLINE OF SR 1728
 AE5278'(BARRINGER ROAD). MARK IS RECESSED 4 INCHES BELOW GROUND.  LOCATED
 AE5278'20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 50.9 FT (15.5
 AE5278'M) NORTH OF THE NORTH END OF A CONCRETE TRAFFIC ISLAND IN SR 1728,
 AE5278'94.2 FT (28.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 AE5278'HOUSE--AND 76.0 FT (23.2 M) WEST OF A TELEPHONE POLE (155), 86.5 FT
 AE5278'(26.4 M) SOUTHEAST OF A TELEPHONE POLE, 8.7 FT (2.7 M) SOUTHWEST OF A
 AE5278'SIGN POST--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2032 ***********************************************************************
 EY2032  DESIGNATION -  BARROW
 EY2032  PID         -  EY2032
 EY2032  STATE/COUNTY-  NC/CRAVEN
 EY2032  USGS QUAD   -  VANCEBORO (1983)
 EY2032
 EY2032                         *CURRENT SURVEY CONTROL
 EY2032  ___________________________________________________________________
 EY2032* NAD 83(2001)-  35 22 28.86613(N)    077 12 42.83966(W)     ADJUSTED  
 EY2032* NAVD 88     -        13.642  (meters)      44.76   (feet)  ADJUSTED  
 EY2032  ___________________________________________________________________
 EY2032  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EY2032  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 EY2032  DYNAMIC HT  -          13.630 (meters)      44.72  (feet)  COMP
 EY2032  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 EY2032
 EY2032  HORZ ORDER  -  SECOND
 EY2032  VERT ORDER  -  SECOND    CLASS II
 EY2032
 EY2032.The horizontal coordinates were established by classical geodetic methods
 EY2032.and adjusted by the National Geodetic Survey in August 2005.
 EY2032
 EY2032.The orthometric height was determined by differential leveling
 EY2032.and adjusted in June 1991.
 EY2032
 EY2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2032
 EY2032.The geoid height was determined by GEOID03.
 EY2032
 EY2032.The dynamic height is computed by dividing the NAVD 88
 EY2032.geopotential number by the normal gravity value computed on the
 EY2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2032.degrees latitude (g = 980.6199 gals.).
 EY2032
 EY2032.The modeled gravity was interpolated from observed gravity values.
 EY2032
 EY2032;                    North         East     Units Scale Factor Converg.
 EY2032;SPC NC       -   181,689.654   772,056.922   MT  0.99987488   +1 01 55.3
 EY2032;SPC NC       -   596,093.47  2,532,990.08   sFT  0.99987488   +1 01 55.3
 EY2032;UTM  18      - 3,916,841.486   299,068.259   MT  1.00009757   -1 16 51.4
 EY2032
 EY2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2032!SPC NC       -   1.00000360  x   0.99987488  =   0.99987848
 EY2032!UTM  18      -   1.00000360  x   1.00009757  =   1.00010118
 EY2032
 EY2032                          SUPERSEDED SURVEY CONTROL
 EY2032
 EY2032  NAD 83(1986)-  35 22 28.87540(N)    077 12 42.84952(W) AD(       ) 2
 EY2032  NGVD 29 (10/26/90)   13.98   (m)           45.9    (f) LEVELING    3  
 EY2032
 EY2032.Superseded values are not recommended for survey control.
 EY2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2032.See file dsdata.txt to determine how the superseded data were derived.
 EY2032
 EY2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9906816841(NAD 83)
 EY2032_MARKER: DE = TRAVERSE STATION DISK
 EY2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2032_SP_SET: CONCRETE POST
 EY2032_STAMPING: BARROW 1979
 EY2032_MARK LOGO: NCGS  
 EY2032_PROJECTION: RECESSED 10 CENTIMETERS
 EY2032_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2032+STABILITY: SURFACE MOTION
 EY2032
 EY2032  HISTORY     - Date     Condition        Report By
 EY2032  HISTORY     - 1979     MONUMENTED       NCGS
 EY2032  HISTORY     - 1982     GOOD             NCGS
 EY2032  HISTORY     - 1986     GOOD             USPSQD
 EY2032  HISTORY     - 19860903 GOOD             USPSQD
 EY2032  HISTORY     - 19870420 GOOD             USPSQD
 EY2032  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 EY2032
 EY2032                          STATION DESCRIPTION
 EY2032
 EY2032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2032'THE STATION IS LOCATED ALONG NC 43 APPROXIMATELY 3.9 MILES SOUTHEAST
 EY2032'OF CALICO AND 6.2 MILES NORTHWEST OF VANCEBORO.
 EY2032'
 EY2032'TO REACH STATION FROM THE PITT-CRAVEN COUNTY LINE AT CLAYROOT SWAMP,
 EY2032'PROCEED SOUTHEAST ALONG NC 43 FOR 1.6 MILE TO STATION IN THE RIGHT
 EY2032'SHOULDER ON THE PROLONGATION OF THE NORTHWEST SIDE OF A METAL FENCE
 EY2032'AROUND A CEMETERY AND 0.35 MILE SOUTHEAST OF SR 1476 CROSSROAD.
 EY2032'
 EY2032'STATION MARK IS A STANDARD DISK STAMPED---BARROW 1979---SET IN TOP
 EY2032'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND
 EY2032'SURFACE. THE MARK IS 14.7 FEET SOUTHWEST OF CENTERLINE OF NC 43, 35.3
 EY2032'FEET NORTHEAST OF NORTH CORNER OF CEMETERY FENCE, 85.2 FEET NORTH-
 EY2032'NORTHWEST OF EAST CORNER OF CEMETERY FENCE, 71.6 FEET NORTH-NORTHEAST
 EY2032'OF CENTER OF TOP OF REBA BAILEY BARROW HEADSTONE. AND 143.2 FEET
 EY2032'NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EY2032
 EY2032                          STATION RECOVERY (1982)
 EY2032
 EY2032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2032'6.2 MI NW FROM VANCEBORO.
 EY2032'FROM THE PITT-CRAVEN COUNTY LINE AT CLAYROOT SWAMP, PROCEED SOUTHEAST
 EY2032'ALONG NC 43 FOR 1.6 MILE TO STATION IN THE RIGHT SHOULDER, ON THE
 EY2032'PROLONGATION OF THE NORTHWEST SIDE OF A METAL FENCE AROUND A CEMETERY,
 EY2032'0.35 MILE SOUTHEAST OF SR 1476 CROSSROAD, 14.7 FEET SOUTHWEST OF
 EY2032'CENTERLINE OF NC 43, 35.3 FEET NORTHWEST OF NORTH CORNER OF CEMETERY
 EY2032'FENCE, 85.2 FEET NORTH-NORTHWEST OF EAST CORNER OF CEMETERY FENCE,
 EY2032'71.6 FEET NORTH-NORTHWEST OF CENTER OF TOP OF REBA BAILEY HEADSTONE,
 EY2032'AND 143.2 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EY2032
 EY2032                          STATION RECOVERY (1986)
 EY2032
 EY2032'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY2032'RECOVERED IN GOOD CONDITION.
 EY2032
 EY2032                          STATION RECOVERY (1986)
 EY2032
 EY2032'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EY2032'RECOVERED IN GOOD CONDITION.
 EY2032
 EY2032                          STATION RECOVERY (1987)
 EY2032
 EY2032'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY2032'RECOVERED IN GOOD CONDITION.
 EY2032
 EY2032                          STATION RECOVERY (1991)
 EY2032
 EY2032'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2880 ***********************************************************************
 EY2880  DESIGNATION -  BARROW
 EY2880  PID         -  EY2880
 EY2880  STATE/COUNTY-  NC/WAYNE
 EY2880  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY2880
 EY2880                         *CURRENT SURVEY CONTROL
 EY2880  ___________________________________________________________________
 EY2880* NAD 83(2001)-  35 23 56.62198(N)    077 54 14.90616(W)     ADJUSTED  
 EY2880* NAVD 88     -        37.3    (meters)     122.     (feet)  VERTCON   
 EY2880  ___________________________________________________________________
 EY2880  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 EY2880  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EY2880  HORZ ORDER  -  SECOND
 EY2880
 EY2880.The horizontal coordinates were established by classical geodetic methods
 EY2880.and adjusted by the National Geodetic Survey in August 2005.
 EY2880
 EY2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2880
 EY2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2880
 EY2880.The geoid height was determined by GEOID03.
 EY2880
 EY2880;                    North         East     Units Scale Factor Converg.
 EY2880;SPC NC       -   183,480.099   709,137.729   MT  0.99987588   +0 37 57.0
 EY2880;SPC NC       -   601,967.62  2,326,562.70   sFT  0.99987588   +0 37 57.0
 EY2880;UTM  18      - 3,921,172.938   236,247.945   MT  1.00045738   -1 40 59.7
 EY2880
 EY2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2880!SPC NC       -   0.99999968  x   0.99987588  =   0.99987556
 EY2880!UTM  18      -   0.99999968  x   1.00045738  =   1.00045706
 EY2880
 EY2880|---------------------------------------------------------------------|
 EY2880| PID    Reference Object                     Distance      Geod. Az  |
 EY2880|                                                           dddmmss.s |
 EY2880| EY2879 THOMAS                              174.761 METERS 05121     |
 EY2880| EY2883 PINEWOOD                            APPROX. 1.9 KM 2315116.1 |
 EY2880|---------------------------------------------------------------------|
 EY2880
 EY2880                          SUPERSEDED SURVEY CONTROL
 EY2880
 EY2880  NAD 83(1986)-  35 23 56.63089(N)    077 54 14.91443(W) AD(       ) 2
 EY2880  NAD 27      -  35 23 56.04865(N)    077 54 15.96972(W) AD(       ) 2
 EY2880  NGVD 29 (07/19/86)   37.6    (m)          123.     (f) VERT ANG    3  
 EY2880
 EY2880.Superseded values are not recommended for survey control.
 EY2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2880.See file dsdata.txt to determine how the superseded data were derived.
 EY2880
 EY2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3624821173(NAD 83)
 EY2880_MARKER: DE = TRAVERSE STATION DISK
 EY2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2880_STAMPING: BARROW 1976
 EY2880_MARK LOGO: NCGS  
 EY2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2880+STABILITY: SURFACE MOTION
 EY2880
 EY2880  HISTORY     - Date     Condition        Report By
 EY2880  HISTORY     - 1976     MONUMENTED       NCGS
 EY2880  HISTORY     - 1987     GOOD             USPSQD
 EY2880  HISTORY     - 19920812 GOOD             USPSQD
 EY2880
 EY2880                          STATION DESCRIPTION
 EY2880
 EY2880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2880'BARROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2880'THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2880'
 EY2880'BARROW IS LOCATED APPROXIMATELY 5.3 MILES EAST OF GOLDSBORO.  TO
 EY2880'REACH STATION FROM U.S. 13 UNDERPASS OF U.S. 70 BYPASS EAST OF
 EY2880'GOLDSBORO, PROCEED NORTHEASTERLY ALONG U.S. 13 FOR 2.3 MILES TO
 EY2880'SR 1571 CROSSROADS AND STATION ON RIGHT IN EASTERNMOST QUADRANT
 EY2880'OF THE INTERSECTION AND ACROSS HIGHWAY FROM BARROWS STORE.
 EY2880'
 EY2880'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2880'BARROW 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2880'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2880'
 EY2880'MARK IS 28.7 FT SE OF C/L U.S. 13
 EY2880'
 EY2880'28.6 FT NE OF C/L SR 1571
 EY2880'
 EY2880'118.3 FT S OF A POWER POLE ACROSS U.S. 13 WITH ALUMINUM REF. TAG
 EY2880'
 EY2880'96.7 FT W OF A 10 INCH GUM WITH ALUMINUM REF. TAG
 EY2880'
 EY2880'94.8 FT W OF A 15 INCH OAK WITH ALUMINUM REF. TAG
 EY2880'
 EY2880'28.8 FT NE OF A STOP SIGN WITH ALUMINUM REF. TAG
 EY2880
 EY2880                          STATION RECOVERY (1987)
 EY2880
 EY2880'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHD)
 EY2880'RECOVERED IN GOOD CONDITION.
 EY2880
 EY2880                          STATION RECOVERY (1992)
 EY2880
 EY2880'RECOVERY NOTE BY US POWER SQUADRON 1992 (IMS)
 EY2880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1388 ***********************************************************************
 FZ1388  DESIGNATION -  BARROW
 FZ1388  PID         -  FZ1388
 FZ1388  STATE/COUNTY-  NC/FORSYTH
 FZ1388  USGS QUAD   -  BELEWS CREEK (1994)
 FZ1388
 FZ1388                         *CURRENT SURVEY CONTROL
 FZ1388  ___________________________________________________________________
 FZ1388* NAD 83(2001)-  36 11 00.02966(N)    080 07 01.54790(W)     ADJUSTED  
 FZ1388* NAVD 88     -       284.7    (meters)     934.     (feet)  VERTCON   
 FZ1388  ___________________________________________________________________
 FZ1388  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 FZ1388  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 FZ1388  HORZ ORDER  -  SECOND
 FZ1388
 FZ1388.The horizontal coordinates were established by classical geodetic methods
 FZ1388.and adjusted by the National Geodetic Survey in August 2005.
 FZ1388
 FZ1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1388
 FZ1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1388
 FZ1388.The geoid height was determined by GEOID03.
 FZ1388
 FZ1388;                    North         East     Units Scale Factor Converg.
 FZ1388;SPC NC       -   270,509.420   509,114.969   MT  1.00000470   -0 38 41.1
 FZ1388;SPC NC       -   887,496.32  1,670,321.36   sFT  1.00000470   -0 38 41.1
 FZ1388;UTM  17      - 4,004,645.163   579,390.346   MT  0.99967766   +0 31 16.6
 FZ1388
 FZ1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1388!SPC NC       -   0.99996044  x   1.00000470  =   0.99996514
 FZ1388!UTM  17      -   0.99996044  x   0.99967766  =   0.99963812
 FZ1388
 FZ1388:                Primary Azimuth Mark                     Grid Az
 FZ1388:SPC NC       -  MAPLE                                    222 07 05.1
 FZ1388:UTM  17      -  MAPLE                                    220 57 07.4
 FZ1388
 FZ1388|---------------------------------------------------------------------|
 FZ1388| PID    Reference Object                     Distance      Geod. Az  |
 FZ1388|                                                           dddmmss.s |
 FZ1388| FZ1507 MAPLE                               APPROX. 1.8 KM 2212824.0 |
 FZ1388|---------------------------------------------------------------------|
 FZ1388
 FZ1388                          SUPERSEDED SURVEY CONTROL
 FZ1388
 FZ1388  NAD 83(1993)-  36 11 00.03642(N)    080 07 01.55254(W) AD(       ) 2
 FZ1388  NAD 83(1986)-  36 11 00.03666(N)    080 07 01.55304(W) AD(       ) 2
 FZ1388  NAD 27      -  36 10 59.54393(N)    080 07 02.39563(W) AD(       ) 2
 FZ1388  NGVD 29 (07/19/86)  284.9    (m)          935.     (f) VERT ANG    3  
 FZ1388
 FZ1388.Superseded values are not recommended for survey control.
 FZ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1388.See file dsdata.txt to determine how the superseded data were derived.
 FZ1388
 FZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7939004645(NAD 83)
 FZ1388_MARKER: DE = TRAVERSE STATION DISK
 FZ1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1388_STAMPING: BARROW 1968
 FZ1388_MARK LOGO: NCGS  
 FZ1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1388+STABILITY: SURFACE MOTION
 FZ1388
 FZ1388  HISTORY     - Date     Condition        Report By
 FZ1388  HISTORY     - 1968     MONUMENTED       NCGS
 FZ1388
 FZ1388                          STATION DESCRIPTION
 FZ1388
 FZ1388'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ1388'BARROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1388'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ1388'
 FZ1388'BARROW IS LOCATED APPROXIMATELY 2.0 MILES ENE OF WALKERTOWN.  TO
 FZ1388'REACH STATION PROCEED FROM THE INTERSECTION OF NC 66 AND U.S.
 FZ1388'158, GO NORTHEAST ON U.S. 158 FOR 1.7 MILES TO STATION.  WHICH IS
 FZ1388'ON THE NORTHWEST BANK OF U.S. 158, ON CREST OF HILL IN CURVE,
 FZ1388'ABOUT 300 FEET EAST OF A ONE STORY BRICK HOUSE, AND 1.0 MILE
 FZ1388'SOUTHWEST OF INTERSECTION OF SR 2011 AND U.S. 158.
 FZ1388'
 FZ1388'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1388'BARROW 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1388'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1388'
 FZ1388'MARK IS
 FZ1388'
 FZ1388'33.6 FT NW OF C/L OF U.S. 158
 FZ1388'
 FZ1388'11.3 FT NW OF 4X4 POST WITH DO NOT PASS SIGN ON SW SIDE AND
 FZ1388'PASS WITH CARE SIGN ON SE SHOULDER OF U.S. 158, AND WITH
 FZ1388'ALUMINUM REF. TAG
 FZ1388'
 FZ1388'53.4 FT NW OF 4X4 POST WITH DO NOT PASS SIGN ON SE SHOULDER OF
 FZ1388'U.S. 158, AND WITH ALUMINUM REF. TAG
 FZ1388'
 FZ1388'80.0 FT NW OF C/L OF DRIVEWAY TO ONE STORY BRICK HOUSE
 FZ1388'
 FZ1388'86.0 FT NE OF TP 18 ON SE SIDE OF U.S. 158, AND WITH ALUMINUM
 FZ1388'REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3777 ***********************************************************************
 FX3777  DESIGNATION -  BARROW
 FX3777  PID         -  FX3777
 FX3777  STATE/COUNTY-  NC/PERQUIMANS
 FX3777  USGS QUAD   -  HERTFORD (1982)
 FX3777
 FX3777                         *CURRENT SURVEY CONTROL
 FX3777  ___________________________________________________________________
 FX3777* NAD 83(2001)-  36 10 30.75020(N)    076 26 28.72027(W)     ADJUSTED  
 FX3777* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3777  ___________________________________________________________________
 FX3777  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FX3777  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX3777  HORZ ORDER  -  THIRD
 FX3777
 FX3777.The horizontal coordinates were established by classical geodetic methods
 FX3777.and adjusted by the National Geodetic Survey in August 2005.
 FX3777
 FX3777.The orthometric height was scaled from a topographic map.
 FX3777
 FX3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3777
 FX3777.The geoid height was determined by GEOID03.
 FX3777
 FX3777;                    North         East     Units Scale Factor Converg.
 FX3777;SPC NC       -   272,007.953   839,765.717   MT  1.00000240   +1 28 36.5
 FX3777;SPC NC       -   892,412.76  2,755,131.36   sFT  1.00000240   +1 28 36.5
 FX3777;UTM  18      - 4,004,344.330   370,381.816   MT  0.99980701   -0 51 03.1
 FX3777
 FX3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3777!SPC NC       -   1.00000553  x   1.00000240  =   1.00000793
 FX3777!UTM  18      -   1.00000553  x   0.99980701  =   0.99981253
 FX3777
 FX3777|---------------------------------------------------------------------|
 FX3777| PID    Reference Object                     Distance      Geod. Az  |
 FX3777|                                                           dddmmss.s |
 FX3777| FX4558 BARROW RM 1                          15.940 METERS 00626     |
 FX3777| FX4559 BARROW RM 2                           3.610 METERS 11350     |
 FX3777| FX3780 CROW                                APPROX. 2.0 KM 3113304.2 |
 FX3777|---------------------------------------------------------------------|
 FX3777
 FX3777                          SUPERSEDED SURVEY CONTROL
 FX3777
 FX3777  NAD 83(1993)-  36 10 30.76357(N)    076 26 28.72886(W) AD(       ) 3
 FX3777  NAD 83(1986)-  36 10 30.76126(N)    076 26 28.72954(W) AD(       ) 3
 FX3777  NAD 27      -  36 10 30.19400(N)    076 26 29.95900(W) AD(       ) 3
 FX3777
 FX3777.Superseded values are not recommended for survey control.
 FX3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3777.See file dsdata.txt to determine how the superseded data were derived.
 FX3777
 FX3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7038204344(NAD 83)
 FX3777
 FX3777  HISTORY     - Date     Condition        Report By
 FX3777  HISTORY     - 1915     MONUMENTED       CGS
 FX3777  HISTORY     - 1917     GOOD             CGS
 FX3777  HISTORY     - 1962     MARK NOT FOUND   CGS
 FX3777  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3777
 FX3777                          STATION DESCRIPTION
 FX3777
 FX3777'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (FBS)
 FX3777'STATION WAS MARKED AND A SIGNAL WAS BUILT BUT NO DESCRIPTION WAS
 FX3777'MADE.  STATION IS ON BARROW POINT, A POINT OF FLAT SWAMPY GROUND
 FX3777'ON THE SW BANK OF PERQUIMANS RIVER, 2 MILES BELOW THE TOWN OF
 FX3777'HERTFORD.  THE STATION ITSELF IS IN FIRM GROUND, ABOUT 5 METERS
 FX3777'FROM THE WATER EDGE ON THE EASTERN SIDE OF THE POINT.  40 METERS
 FX3777'TO THE NORTH OF THE EXTREME END OF THE POINT ARE TWO LARGE TREES
 FX3777'THAT WERE USED AS A HYDROGRAPHIC SIGNAL. THE POINT IS HEAVILY
 FX3777'WOODED AND COVERED WITH UNDERBRUSH.
 FX3777'
 FX3777'STATION IS MARKED IN ACCORDANCE WITH NOTE 6A AND WITNESSED IN
 FX3777'ACCORDANCE WITH NOTE 15A.  WITNESS MARK NO 1 IS A BLAZE WITH A
 FX3777'SINGLE NAIL IN THE CENTER.
 FX3777
 FX3777                          STATION RECOVERY (1962)
 FX3777
 FX3777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FX3777'THE STATION AND REFERENCE MARKS ARE LOST DUE TO CONSIDERABLE
 FX3777'EROSION OF THE RIVER BANKS.  THE POINT HAS WASHED AWAY EXCEPT A
 FX3777'VERY NARROW STRIP ABOUT 30 YARDS LONG.
 FX3777
 FX3777                          STATION RECOVERY (1963)
 FX3777
 FX3777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3777'STATION SEARCHED FOR BUT WAS NOT RECOVERED.  IT IS BELIEVED THAT
 FX3777'THE MARK WAS DESTROYED BY NATURAL EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8762 ***********************************************************************
 DH8762  DESIGNATION -  BARROW
 DH8762  PID         -  DH8762
 DH8762  STATE/COUNTY-  NC/GREENE
 DH8762  USGS QUAD   -  SNOW HILL (1982)
 DH8762
 DH8762                         *CURRENT SURVEY CONTROL
 DH8762  ___________________________________________________________________
 DH8762* NAD 83(2001)-  35 24 06.20687(N)    077 42 04.78421(W)     ADJUSTED  
 DH8762* NAVD 88     -        35.4    (meters)     116.     (feet)  GPS OBS   
 DH8762  ___________________________________________________________________
 DH8762  X           -   1,108,648.812 (meters)                     COMP
 DH8762  Y           -  -5,085,289.267 (meters)                     COMP
 DH8762  Z           -   3,674,285.709 (meters)                     COMP
 DH8762  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DH8762  ELLIP HEIGHT-          -0.099 (meters)          (03/08/06) ADJUSTED
 DH8762  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH8762  HORZ ORDER  -  FIRST
 DH8762  ELLP ORDER  -  FIFTH     CLASS I
 DH8762
 DH8762.The horizontal coordinates were established by GPS observations
 DH8762.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8762
 DH8762.The orthometric height was determined by GPS observations and a
 DH8762.high-resolution geoid model.
 DH8762
 DH8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8762
 DH8762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8762
 DH8762.The ellipsoidal height was determined by GPS observations
 DH8762.and is referenced to NAD 83.
 DH8762
 DH8762.The geoid height was determined by GEOID03.
 DH8762
 DH8762;                    North         East     Units Scale Factor Converg.
 DH8762;SPC NC       -   183,997.605   727,554.205   MT  0.99987600   +0 44 58.4
 DH8762;SPC NC       -   603,665.48  2,386,984.09   sFT  0.99987600   +0 44 58.4
 DH8762;UTM  18      - 3,920,945.843   254,679.926   MT  1.00034172   -1 33 56.4
 DH8762
 DH8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8762!SPC NC       -   1.00000002  x   0.99987600  =   0.99987602
 DH8762!UTM  18      -   1.00000002  x   1.00034172  =   1.00034174
 DH8762
 DH8762:                Primary Azimuth Mark                     Grid Az
 DH8762:SPC NC       -  LUTHER                                   054 20 36.4
 DH8762:UTM  18      -  LUTHER                                   056 39 31.2
 DH8762
 DH8762|---------------------------------------------------------------------|
 DH8762| PID    Reference Object                     Distance      Geod. Az  |
 DH8762|                                                           dddmmss.s |
 DH8762| DH8761 LUTHER                              420.814 METERS 0550534.8 |
 DH8762|---------------------------------------------------------------------|
 DH8762
 DH8762                          SUPERSEDED SURVEY CONTROL
 DH8762
 DH8762  NAD 83(1986)-  35 24 06.21459(N)    077 42 04.78996(W) AD(       ) 1
 DH8762
 DH8762.Superseded values are not recommended for survey control.
 DH8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8762.See file dsdata.txt to determine how the superseded data were derived.
 DH8762
 DH8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5468020946(NAD 83)
 DH8762_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8762_STAMPING: BARROW 1992
 DH8762_MARK LOGO: NCGS  
 DH8762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8762+STABILITY: SURFACE MOTION
 DH8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8762+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8762
 DH8762  HISTORY     - Date     Condition        Report By
 DH8762  HISTORY     - 1992     MONUMENTED       NCGS
 DH8762
 DH8762                          STATION DESCRIPTION
 DH8762
 DH8762'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8762'STATION IS LOCATED IN THE COMMUNITY OF ARBA. PROCEED ALONG NC 903 FOR
 DH8762'0.5 MI (0.8 KM) SOUTHWEST FROM NC 58 TO SR 1104, THENCE SOUTH ALONG SR
 DH8762'1104 FOR 3.4 MI (5.5 KM) TO THE STATION, IN THE SHOULDER, ABOUT 565 FT
 DH8762'(172.2 M) NORTHEAST OF THE INTERSECTION OF SR 1104 AND SR 1128 (ARBA).
 DH8762'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF SR 1104 AND RECESSED 3
 DH8762'INCHES BELOW THE GROUND. LOCATED 15.3 FT (4.7 M) NORTHWEST OF THE
 DH8762'CENTERLINE OF SR 1104, 92.9 FT (28.3 M) EAST-NORTHEAST OF THE
 DH8762'NORTHEAST END OF A 12-INCH REINFORCED CONCRETE PIPE UNDER A DRIVE
 DH8762'LEADING NORTHWEST TO A FIELD,--AND 16.6 FT (5.1 M) SOUTHWEST OF
 DH8762'INTERSECTION SIGN POST, 78.8 FT (24.0 M) NORTHEAST OF A SPEED LIMIT
 DH8762'SIGN POST, 81.6 FT (24.9 M) NORTH-NORTHEAST OF A POWER POLE WITH GUY
 DH8762'WIRE, ACROSS ROAD--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1064 ***********************************************************************
 EY1064  DESIGNATION -  BARRUS
 EY1064  PID         -  EY1064
 EY1064  STATE/COUNTY-  NC/GREENE
 EY1064  USGS QUAD   -  SNOW HILL (1982)
 EY1064
 EY1064                         *CURRENT SURVEY CONTROL
 EY1064  ___________________________________________________________________
 EY1064* NAD 83(2001)-  35 28 07.28335(N)    077 39 42.83812(W)     ADJUSTED  
 EY1064* NAVD 88     -        13.776  (meters)      45.20   (feet)  ADJUSTED  
 EY1064  ___________________________________________________________________
 EY1064  X           -   1,111,223.889 (meters)                     COMP
 EY1064  Y           -  -5,080,299.745 (meters)                     COMP
 EY1064  Z           -   3,680,326.689 (meters)                     COMP
 EY1064  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 EY1064  ELLIP HEIGHT-         -21.757 (meters)          (03/08/06) ADJUSTED
 EY1064  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 EY1064  DYNAMIC HT  -          13.764 (meters)      45.16  (feet)  COMP
 EY1064  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 EY1064
 EY1064  HORZ ORDER  -  FIRST
 EY1064  VERT ORDER  -  SECOND    CLASS II
 EY1064  ELLP ORDER  -  FIFTH     CLASS I
 EY1064
 EY1064.The horizontal coordinates were established by GPS observations
 EY1064.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 EY1064
 EY1064.The orthometric height was determined by differential leveling
 EY1064.and adjusted in July 2008.
 EY1064
 EY1064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1064
 EY1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1064
 EY1064.The ellipsoidal height was determined by GPS observations
 EY1064.and is referenced to NAD 83.
 EY1064
 EY1064.The geoid height was determined by GEOID03.
 EY1064
 EY1064.The dynamic height is computed by dividing the NAVD 88
 EY1064.geopotential number by the normal gravity value computed on the
 EY1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1064.degrees latitude (g = 980.6199 gals.).
 EY1064
 EY1064.The modeled gravity was interpolated from observed gravity values.
 EY1064
 EY1064;                    North         East     Units Scale Factor Converg.
 EY1064;SPC NC       -   191,473.331   731,035.076   MT  0.99987973   +0 46 20.3
 EY1064;SPC NC       -   628,192.09  2,398,404.25   sFT  0.99987973   +0 46 20.3
 EY1064;UTM  18      - 3,928,278.085   258,461.822   MT  1.00031901   -1 32 43.2
 EY1064
 EY1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1064!SPC NC       -   1.00000341  x   0.99987973  =   0.99988314
 EY1064!UTM  18      -   1.00000341  x   1.00031901  =   1.00032243
 EY1064
 EY1064:                Primary Azimuth Mark                     Grid Az
 EY1064:SPC NC       -  RAM                                      228 58 53.1
 EY1064:UTM  18      -  RAM                                      231 17 56.6
 EY1064
 EY1064|---------------------------------------------------------------------|
 EY1064| PID    Reference Object                     Distance      Geod. Az  |
 EY1064|                                                           dddmmss.s |
 EY1064| EY1065 RAM                                 APPROX. 0.7 KM 2294513.4 |
 EY1064|---------------------------------------------------------------------|
 EY1064
 EY1064                          SUPERSEDED SURVEY CONTROL
 EY1064
 EY1064  NAD 83(2001)-  35 28 07.28389(N)    077 39 42.83865(W) AD(       ) 2
 EY1064  NAD 83(1986)-  35 28 07.29213(N)    077 39 42.84734(W) AD(       ) 2
 EY1064  NAD 27      -  35 28 06.70949(N)    077 39 43.93874(W) AD(       ) 2
 EY1064  NAVD 88 (06/15/91)   13.784  (m)           45.22   (f) UNKNOWN     2 1
 EY1064  NGVD 29 (??/??/92)   14.113  (m)           46.30   (f) ADJ UNCH    2 1
 EY1064
 EY1064.Superseded values are not recommended for survey control.
 EY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1064.See file dsdata.txt to determine how the superseded data were derived.
 EY1064
 EY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5846228278(NAD 83)
 EY1064_MARKER: DH = HORIZONTAL CONTROL DISK
 EY1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1064_STAMPING: BARRUS 1976
 EY1064_MARK LOGO: NCGS  
 EY1064_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1064+STABILITY: SURFACE MOTION
 EY1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1064+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 EY1064
 EY1064  HISTORY     - Date     Condition        Report By
 EY1064  HISTORY     - 1976     MONUMENTED       NCGS
 EY1064  HISTORY     - 1976     GOOD             NCGS
 EY1064  HISTORY     - 19870629 GOOD             USPSQD
 EY1064  HISTORY     - 19911217 GOOD             NCGS
 EY1064  HISTORY     - 19980329 GOOD             USPSQD
 EY1064  HISTORY     - 20051227 GOOD             USPSQD
 EY1064
 EY1064                          STATION DESCRIPTION
 EY1064
 EY1064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1064'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF SNOW HILL
 EY1064'AND 4.4 MILES WEST OF MAURY.
 EY1064'
 EY1064'TO REACH THE STATION FROM THE JUNCTION OF US 13 WITH US 258 NORTH OF
 EY1064'SNOW HILL, PROCEED NORTHEAST ALONG US 13 AND US 258 FOR 0.55 MILE TO
 EY1064'STATION IN  THE RIGHT SHOULDER OF HIGHWAY AND IN NORTHEAST QUADRANT OF
 EY1064'T INTERSECTION WITH SR 1400 (SOUTHEAST).
 EY1064'
 EY1064'STATION MARK IS A STANDARD DISK STAMPED---BARRUS 1976---, SET IN THE
 EY1064'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EY1064'MARK IS 32.0 FEET SOUTHEAST OF THE CENTERLINE OF US 13 AND US 258,
 EY1064'37.4 FEET NORTHEAST OF THE CENTERLINE OF SR 1400, 67.6 FEET NORTHEAST
 EY1064'OF A TELEPHONE PEDESTAL NO. 320, 50.4 FEET WEST OF POWER POLE WITH
 EY1064'REFERENCE TAG, 71.1 FEET NORTH OF A POWER BRACE POLE WITH REFERENCE
 EY1064'TAG AND 124.2 FEET SOUTHWEST OF A POWER BRACE POLE NO. 319.
 EY1064
 EY1064                          STATION RECOVERY (1976)
 EY1064
 EY1064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1064'1.2 MI NE FROM SNOW HILL.
 EY1064'TO REACH STATION FROM THE JUNCTION OF US 13 WITH US 258 NORTH OF SNOW
 EY1064'HILL, PROCEED NORTHEAST ALONG US 13 AND US 258 FOR 0.55 MILE TO
 EY1064'STATION IN RIGHT SHOULDER OF HIGHWAY AND IN EAST QUADRANT OF T
 EY1064'INTERSECTION WITH SR 1400 (SE).  32.0 FT. SE OF CENTERLINE OF US 13
 EY1064'AND US 258, 37.4 FT. NE OF CENTERLINE SR 1400, 67.6 FT. NE OF A
 EY1064'TELEPHONE PEDESTAL NO. 320, 50.4 FT. W OF POWER POLE WITH ALUMINUM
 EY1064'REF. TAG, 71.1 FT. N OF A POWER BRACE POLE WITH ALUMINUM REF. TAG AND
 EY1064'124.2 FT. SW OF A POWER BRACE POLE NO. 319.  DISK IS SET IN TOP OF
 EY1064'CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1064
 EY1064                          STATION RECOVERY (1987)
 EY1064
 EY1064'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY1064'RECOVERED IN GOOD CONDITION.
 EY1064
 EY1064                          STATION RECOVERY (1991)
 EY1064
 EY1064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY1064'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. ALONG US
 EY1064'13 AND 258 NORTHEAST FROM THEIR JUNCTION IN SNOW HILL FOR 0.55 MI
 EY1064'(0.89 KM) TO SR 1400 (FOURWAY ROAD), IN THE NORTHEAST QUADRANT OF THE
 EY1064'INTERSECTION, AND ON THE NORTHWEST PROLONGATION OF THE CENTER OF A
 EY1064'POWERLINE RUNNING ALONG THE NORTHEAST SIDE OF SR 1400. LOCATED 31.5 FT
 EY1064'(9.6 M) SOUTHEAST OF THE CENTERLINE OF US 13-258, 38.7 FT (11.8 M)
 EY1064'NORTHEAST OF THE CENTERLINE OF SR 1400, 68.0 FT (20.7 M) NORTHEAST OF
 EY1064'A TELEPHONE PEDESTAL (320), AND 102.7 FT (31.3 M) SOUTHWEST OF THE
 EY1064'SOUTHWEST CORNER OF SOUTHERN HEADWALL OF 4-FOOT CONCRETE BOX CULVERT
 EY1064'UNDER US 13.
 EY1064
 EY1064                          STATION RECOVERY (1998)
 EY1064
 EY1064'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1064'RECOVERED IN GOOD CONDITION.
 EY1064
 EY1064                          STATION RECOVERY (2005)
 EY1064
 EY1064'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1064'REFERENCE TAGS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3518 ***********************************************************************
 FB3518  DESIGNATION -  BART
 FB3518  PID         -  FB3518
 FB3518  STATE/COUNTY-  NC/JACKSON
 FB3518  USGS QUAD   -  SYLVA SOUTH (1990)
 FB3518
 FB3518                         *CURRENT SURVEY CONTROL
 FB3518  ___________________________________________________________________
 FB3518* NAD 83(2001)-  35 22 28.33875(N)    083 14 26.72791(W)     ADJUSTED  
 FB3518* NAVD 88     -       645.3    (meters)    2117.     (feet)  VERTCON   
 FB3518  ___________________________________________________________________
 FB3518  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FB3518  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB3518  HORZ ORDER  -  SECOND
 FB3518
 FB3518.The horizontal coordinates were established by classical geodetic methods
 FB3518.and adjusted by the National Geodetic Survey in August 2005.
 FB3518
 FB3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3518
 FB3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3518
 FB3518.The geoid height was determined by GEOID03.
 FB3518
 FB3518;                    North         East     Units Scale Factor Converg.
 FB3518;SPC NC       -   188,439.108   224,407.886   MT  0.99987488   -2 26 51.5
 FB3518;SPC NC       -   618,237.31    736,244.87   sFT  0.99987488   -2 26 51.5
 FB3518;UTM  17      - 3,916,884.245   296,445.967   MT  1.00011064   -1 17 51.6
 FB3518
 FB3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3518!SPC NC       -   0.99990320  x   0.99987488  =   0.99977809
 FB3518!UTM  17      -   0.99990320  x   1.00011064  =   1.00001383
 FB3518
 FB3518                          SUPERSEDED SURVEY CONTROL
 FB3518
 FB3518  NAD 83(1995)-  35 22 28.33889(N)    083 14 26.72775(W) AD(       ) 2
 FB3518  NAD 83(1986)-  35 22 28.34511(N)    083 14 26.73085(W) AD(       ) 2
 FB3518  NGVD 29 (09/18/91)  645.3    (m)         2117.     (f) VERT ANG    3  
 FB3518
 FB3518.Superseded values are not recommended for survey control.
 FB3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3518.See file dsdata.txt to determine how the superseded data were derived.
 FB3518
 FB3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9644616884(NAD 83)
 FB3518_MARKER: DE = TRAVERSE STATION DISK
 FB3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3518_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3518+STABILITY: SURFACE MOTION
 FB3518
 FB3518  HISTORY     - Date     Condition        Report By
 FB3518  HISTORY     - 1980     MONUMENTED       NCGS
 FB3518  HISTORY     - 19940530 GOOD             USPSQD
 FB3518
 FB3518                          STATION DESCRIPTION
 FB3518
 FB3518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3518'THE STATION IS LOCATED APPROXIMATELY 0.6 MILES NORTHEAST OF DILLSBORO
 FB3518'AND 1.1 MILE WEST OF SYLVA.
 FB3518'
 FB3518'TO REACH THE STATION FROM THE US 19A UNDERPASS OF US 23-441 NORTH OF
 FB3518'DILLSBORO, PROCEED EAST ALONG US 19A FOR 0.9 MILE TO STATION ON RIGHT
 FB3518'BY GUARD RAIL, 0.25 MILE EAST OF US 19A BRIDGE OVER SR 1384.
 FB3518'
 FB3518'STATION MARK IS A STANDARD DISK STAMPED---BART 1980---SET IN TOP OF A
 FB3518'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS 26.9
 FB3518'FEET SOUTH OF CENTERLINE OF NORTH BOUND LANES, 5.0 FEET SOUTH OF GUARD
 FB3518'RAIL, 85.0 FEET SOUTHWEST OF CENTER OF IRON DRAINAGE GRATE.
 FB3518
 FB3518                          STATION RECOVERY (1994)
 FB3518
 FB3518'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8530 ***********************************************************************
 AF8530  DESIGNATION -  BART
 AF8530  PID         -  AF8530
 AF8530  STATE/COUNTY-  NC/BERTIE
 AF8530  USGS QUAD   -  KELFORD (1973)
 AF8530
 AF8530                         *CURRENT SURVEY CONTROL
 AF8530  ___________________________________________________________________
 AF8530* NAD 83(2001)-  36 12 25.48229(N)    077 14 51.86747(W)     ADJUSTED  
 AF8530* NAVD 88     -        29.6    (meters)      97.     (feet)  VERT ANG  
 AF8530  ___________________________________________________________________
 AF8530  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AF8530  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AF8530  HORZ ORDER  -  SECOND
 AF8530
 AF8530.The horizontal coordinates were established by classical geodetic methods
 AF8530.and adjusted by the National Geodetic Survey in August 2005.
 AF8530
 AF8530.The orthometric height was determined by vertical angle observations.
 AF8530
 AF8530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8530
 AF8530.The geoid height was determined by GEOID03.
 AF8530
 AF8530;                    North         East     Units Scale Factor Converg.
 AF8530;SPC NC       -   273,968.647   767,170.917   MT  1.00001153   +1 00 40.9
 AF8530;SPC NC       -   898,845.47  2,516,959.92   sFT  1.00001153   +1 00 40.9
 AF8530;UTM  18      - 4,009,258.903   297,931.599   MT  1.00010312   -1 19 41.5
 AF8530
 AF8530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8530!SPC NC       -   1.00000085  x   1.00001153  =   1.00001238
 AF8530!UTM  18      -   1.00000085  x   1.00010312  =   1.00010397
 AF8530
 AF8530                          SUPERSEDED SURVEY CONTROL
 AF8530
 AF8530  NAD 83(1986)-  36 12 25.48961(N)    077 14 51.87989(W) AD(       ) 2
 AF8530
 AF8530.Superseded values are not recommended for survey control.
 AF8530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8530.See file dsdata.txt to determine how the superseded data were derived.
 AF8530
 AF8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9793209259(NAD 83)
 AF8530_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8530_STAMPING: BART 1987
 AF8530_MARK LOGO: NCGS  
 AF8530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8530+STABILITY: SURFACE MOTION
 AF8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8530+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8530
 AF8530  HISTORY     - Date     Condition        Report By
 AF8530  HISTORY     - 1987     MONUMENTED       NCGS
 AF8530
 AF8530                          STATION DESCRIPTION
 AF8530
 AF8530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8530'STATION IS LOCATED IN ROXOBEL. ALONG NC 308 (MAIN STREET) FOR 0.3 MI
 AF8530'(0.5 KM) NORTHWEST FROM SR 1208 (CHURCH STREET) TO BARTON STREET, IN
 AF8530'THE WEST QUADRANT OF THE T-INTERSECTION. MARK IS RECESSED 3 INCHES
 AF8530'BELOW GROUND AND LEVEL WITH THE STREET. LOCATED 28.8 FT (8.8 M)
 AF8530'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.3 FT (10.1 M)
 AF8530'NORTH-NORTHWEST OF THE CENTERLINE OF BARTON STREET, 20.5 FT (6.2 M)
 AF8530'NORTHWEST OF THE NORTH END OF THE STREET CULVERT, 17.3 FT (5.3 M)
 AF8530'SOUTH OF THE SOUTH END OF A DRIVEWAY CULVERT, 92.0 FT (28.0 M) EAST OF
 AF8530'THE SOUTHEAST CORNER OF A BRICK HOUSE, AND 8.4 FT (2.6 M)
 AF8530'NORTH-NORTHWEST OF A TELEPHONE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1604 ***********************************************************************
 EB1604  DESIGNATION -  BARTELLS
 EB1604  PID         -  EB1604
 EB1604  STATE/COUNTY-  NC/SCOTLAND
 EB1604  USGS QUAD   -  GIBSON (1982)
 EB1604
 EB1604                         *CURRENT SURVEY CONTROL
 EB1604  ___________________________________________________________________
 EB1604* NAD 83(2001)-  34 47 58.55986(N)    079 32 00.68362(W)     ADJUSTED  
 EB1604* NAVD 88     -        63.255  (meters)     207.53   (feet)  ADJUSTED  
 EB1604  ___________________________________________________________________
 EB1604  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 EB1604  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 EB1604  DYNAMIC HT  -          63.196 (meters)     207.34  (feet)  COMP
 EB1604  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EB1604
 EB1604  HORZ ORDER  -  SECOND
 EB1604  VERT ORDER  -  SECOND    CLASS I
 EB1604
 EB1604.The horizontal coordinates were established by classical geodetic methods
 EB1604.and adjusted by the National Geodetic Survey in August 2005.
 EB1604
 EB1604.The orthometric height was determined by differential leveling
 EB1604.and adjusted in June 1991.
 EB1604
 EB1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1604
 EB1604.The geoid height was determined by GEOID03.
 EB1604
 EB1604.The dynamic height is computed by dividing the NAVD 88
 EB1604.geopotential number by the normal gravity value computed on the
 EB1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1604.degrees latitude (g = 980.6199 gals.).
 EB1604
 EB1604.The modeled gravity was interpolated from observed gravity values.
 EB1604
 EB1604;                    North         East     Units Scale Factor Converg.
 EB1604;SPC NC       -   116,564.098   560,783.361   MT  0.99990353   -0 18 28.6
 EB1604;SPC NC       -   382,427.38  1,839,836.74   sFT  0.99990353   -0 18 28.6
 EB1604;UTM  17      - 3,851,799.725   634,149.016   MT  0.99982180   +0 50 13.4
 EB1604
 EB1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1604!SPC NC       -   0.99999512  x   0.99990353  =   0.99989865
 EB1604!UTM  17      -   0.99999512  x   0.99982180  =   0.99981692
 EB1604
 EB1604                          SUPERSEDED SURVEY CONTROL
 EB1604
 EB1604  NAD 83(1986)-  34 47 58.57397(N)    079 32 00.68719(W) AD(       ) 2
 EB1604  NGVD 29 (10/06/93)   63.533  (m)          208.44   (f) ADJUSTED    2 1
 EB1604
 EB1604.Superseded values are not recommended for survey control.
 EB1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1604.See file dsdata.txt to determine how the superseded data were derived.
 EB1604
 EB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3414951800(NAD 83)
 EB1604_MARKER: DE = TRAVERSE STATION DISK
 EB1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1604_SP_SET: CONCRETE POST
 EB1604_STAMPING: BARTELLS 1978
 EB1604_MARK LOGO: NCGS  
 EB1604_PROJECTION: RECESSED 8 CENTIMETERS
 EB1604_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1604+STABILITY: SURFACE MOTION
 EB1604
 EB1604  HISTORY     - Date     Condition        Report By
 EB1604  HISTORY     - 1978     MONUMENTED       NCGS
 EB1604  HISTORY     - 1978     GOOD             NCGS
 EB1604
 EB1604                          STATION DESCRIPTION
 EB1604
 EB1604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB1604'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF LAUREL
 EB1604'HILL AND 4.4 MILES WEST-NORTHWEST OF LAURINBURG.
 EB1604'
 EB1604'TO REACH STATION FROM INTERSECTION OF US 74 WITH SR 1148 SOUTH AND
 EB1604'SR 1001 NORTH IN LAUREL HILL, PROCEED SOUTHEAST ALONG US 74 FOR 1.0
 EB1604'MILE TO INTERSECTION WITH SR 1354 LEADING NORTH AND STATION ON SOUTH
 EB1604'SIDE OF HIGHWAY AND APPROXIMATELY 175 FEET EAST OF A WHITE FRAME
 EB1604'HOUSE.
 EB1604'
 EB1604'STATION MARK IS A STANDARD DISK STAMPED---BARTELLS 1977---SET IN THE
 EB1604'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW THE
 EB1604'GROUND SURFACE. THE MARK IS 25.6 FEET SOUTH OF CENTERLINE OF EAST
 EB1604'BOUND LANES, 99.0 FEET WEST OF CENTERLINE INTERSECTION OF EAST BOUND
 EB1604'LANE AND SR 1354, 23.1 FEET EAST OF TOP OF EAST END OF FLARED END
 EB1604'SECTION OF CULVERT UNDER DRIVEWAY, 187.1 FEET WEST-NORTHWEST OF
 EB1604'WESTERNMOST GUARD RAIL POST AND 61.2 FEET NORTH OF POWER POLE 8475
 EB1604'WITH LIGHT AND REFERENCE TAG.
 EB1604
 EB1604                          STATION RECOVERY (1978)
 EB1604
 EB1604'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1604'1.0 MI SE FROM LAUREL HILL.
 EB1604'1.0 MILE SOUTHEAST ALONG U.S. 74 FROM THE INTERSECTION WITH
 EB1604'SR 1148 AND SR 1001 IN LAUREL HILL, ON RIGHT, SOUTHWEST OF
 EB1604'INTERSECTION OF SOUTHBOUND LANES WITH MEDIAN CROSSOVER TO
 EB1604'SR 1354 AND APPROXIMATELY 175 FEET EAST OF A WHITE FRAME HOUSE,
 EB1604'25.6 FEET SOUTH OF CENTERLINE OF U.S. 74 EASTBOUND LANE, 99.0
 EB1604'FEET WEST OF CENTERLINE INTERSECTION OF EASTBOUND LANE WITH
 EB1604'PROLONGATION OF CENTERLINE OF SR 1354, 23.1 FEET EAST OF TOP OF
 EB1604'EAST END OF FLARED END SECTION OF CULVERT UNDER DRIVEWAY, 61.2
 EB1604'FEET NORTH OF POWER POLE 8475 WITH LIGHT AND WITH REFERENCE TAG,
 EB1604'AND 187.1 FEET WEST-NORTHWEST OF WEST GUARD RAIL POST ON SOUTH
 EB1604'SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0437 ***********************************************************************
 FA0437  DESIGNATION -  BARTLETT
 FA0437  PID         -  FA0437
 FA0437  STATE/COUNTY-  NC/MECKLENBURG
 FA0437  USGS QUAD   -  MINT HILL (1993)
 FA0437
 FA0437                         *CURRENT SURVEY CONTROL
 FA0437  ___________________________________________________________________
 FA0437* NAD 83(2001)-  35 10 30.77671(N)    080 42 18.86025(W)     ADJUSTED  
 FA0437* NAVD 88     -       223.200  (meters)     732.28   (feet)  ADJUSTED  
 FA0437  ___________________________________________________________________
 FA0437  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FA0437  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FA0437  DYNAMIC HT  -         222.996 (meters)     731.61  (feet)  COMP
 FA0437  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 FA0437
 FA0437  HORZ ORDER  -  SECOND
 FA0437  VERT ORDER  -  SECOND    CLASS 0
 FA0437
 FA0437.The horizontal coordinates were established by classical geodetic methods
 FA0437.and adjusted by the National Geodetic Survey in August 2005.
 FA0437
 FA0437.The orthometric height was determined by differential leveling
 FA0437.and adjusted in June 1991.
 FA0437
 FA0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0437
 FA0437.The geoid height was determined by GEOID03.
 FA0437
 FA0437.The dynamic height is computed by dividing the NAVD 88
 FA0437.geopotential number by the normal gravity value computed on the
 FA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0437.degrees latitude (g = 980.6199 gals.).
 FA0437
 FA0437.The modeled gravity was interpolated from observed gravity values.
 FA0437
 FA0437;                    North         East     Units Scale Factor Converg.
 FA0437;SPC NC       -   159,433.022   454,292.928   MT  0.99987348   -0 59 03.2
 FA0437;SPC NC       -   523,073.17  1,490,459.38   sFT  0.99987348   -0 59 03.2
 FA0437;UTM  17      - 3,892,513.879   526,840.011   MT  0.99960888   +0 10 11.3
 FA0437
 FA0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0437!SPC NC       -   0.99996971  x   0.99987348  =   0.99984320
 FA0437!UTM  17      -   0.99996971  x   0.99960888  =   0.99957861
 FA0437
 FA0437:                Primary Azimuth Mark                     Grid Az
 FA0437:SPC NC       -  HAMMOND                                  053 19 15.8
 FA0437:UTM  17      -  HAMMOND                                  052 10 01.3
 FA0437
 FA0437|---------------------------------------------------------------------|
 FA0437| PID    Reference Object                     Distance      Geod. Az  |
 FA0437|                                                           dddmmss.s |
 FA0437| FA0436 HAMMOND                             APPROX. 0.6 KM 0522012.6 |
 FA0437| FA0438 ABBIE                               271.534 METERS 21337     |
 FA0437|---------------------------------------------------------------------|
 FA0437
 FA0437                          SUPERSEDED SURVEY CONTROL
 FA0437
 FA0437  NAD 83(1986)-  35 10 30.79314(N)    080 42 18.86687(W) AD(       ) 2
 FA0437  NAD 27      -  35 10 30.26182(N)    080 42 19.61737(W) AD(       ) 2
 FA0437  NGVD 29 (??/??/92)  223.426  (m)          733.02   (f) ADJ UNCH    2 0
 FA0437
 FA0437.Superseded values are not recommended for survey control.
 FA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0437.See file dsdata.txt to determine how the superseded data were derived.
 FA0437
 FA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2684092514(NAD 83)
 FA0437_MARKER: DE = TRAVERSE STATION DISK
 FA0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0437_STAMPING: BARTLETT 1970
 FA0437_MARK LOGO: NCGS  
 FA0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0437+STABILITY: SURFACE MOTION
 FA0437
 FA0437  HISTORY     - Date     Condition        Report By
 FA0437  HISTORY     - 1970     MONUMENTED       NCGS
 FA0437  HISTORY     - 1972     GOOD             NCGS
 FA0437  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FA0437  HISTORY     - 19860303 MARK NOT FOUND   LOCSUR
 FA0437  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0437  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0437  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0437  HISTORY     - 20001011 SEE DESCRIPTION  NCGS
 FA0437
 FA0437                          STATION DESCRIPTION
 FA0437
 FA0437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0437'BARTLETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0437'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0437'
 FA0437'BARTLETT IS LOCATED APPROXIMATELY 9.0 MILES ESE OF CHARLOTTE.  TO
 FA0437'REACH STATION PROCEED FROM THE INTERSECTION OF SR 3156 AND SR 3143,
 FA0437'GO NORTH ON SR 3156 0.15 MILE TO STATION ON LEFT (W) SIDE OF SR
 FA0437'3156.  STATION IS AT THE INTERSECTION OF SR 3156 AND SR 3159, IN
 FA0437'NORTHWEST CORNER OF INTERSECTION, ON NORTH SHOULDER OF SR 3159, ON
 FA0437'OPPOSITE SIDE OF SR 3156 FROM A FENCED PASTURE WITH LARGE POND,
 FA0437'AND NEAR THE NORTH END OF A CURVE ON SR 3156.
 FA0437'
 FA0437'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0437'BARTLETT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0437'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0437'
 FA0437'MARK IS
 FA0437'19.1 FEET NW OF C/L OF SR 3156.
 FA0437'19.0 FEET NE OF C/L OF SR 3159.
 FA0437'77.7 FEET SE OF C/L OF DRIVE.
 FA0437'14.4 FEET SE OF ALUMINUM REF. TAG ON TP NO. 27.
 FA0437'39.7 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN POST.
 FA0437'148.4 FEET SE OF BASE OF 15 INCH PECAN TREE.
 FA0437
 FA0437                          STATION RECOVERY (1972)
 FA0437
 FA0437'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0437'3.5 MI SSE FROM HICKORY GROVE.
 FA0437'STATION IS LOCATED 8.6 MI. SE OF DOWNTOWN CHARLOTTE, AND ABOUT
 FA0437'0.15 MI. NE ALONG SR 3156 FROM INTERSECTION WITH SR 3143, IN THE
 FA0437'NW QUADRANT OF INTERSECTION OF SR 3156 AND SR 3159, 19.1 FT NW
 FA0437'OF C/L OF SR 3156, 19.0 FT NE OF C/L OF SR 3159, 77.7 FT SE OF
 FA0437'C/L OF DRIVE TO BARTLETT RESIDENCE, 14.4 FT SE OF ALUMINUM REF.
 FA0437'TAG ON TP 27, AND 39.7 FT NE OF ALUMINUM REF. TAG ON STOP SIGN
 FA0437'POST.  MARK IS FLUSH WITH THE GROUND.
 FA0437
 FA0437                          STATION RECOVERY (1985)
 FA0437
 FA0437'RECOVERY NOTE BY US POWER SQUADRON 1985 (LJL)
 FA0437'MARK NOT FOUND.
 FA0437
 FA0437                          STATION RECOVERY (1986)
 FA0437
 FA0437'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (DO)
 FA0437'MARK NOT FOUND.
 FA0437
 FA0437                          STATION RECOVERY (1987)
 FA0437
 FA0437'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0437'MARK NOT FOUND.
 FA0437
 FA0437                          STATION RECOVERY (1988)
 FA0437
 FA0437'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0437'MARK NOT FOUND.
 FA0437
 FA0437                          STATION RECOVERY (1989)
 FA0437
 FA0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0437'MARK NOT FOUND.
 FA0437
 FA0437                          STATION RECOVERY (2000)
 FA0437
 FA0437'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0437'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1435 ***********************************************************************
 FW1435  DESIGNATION -  BARTLETT
 FW1435  PID         -  FW1435
 FW1435  STATE/COUNTY-  NC/CAMDEN
 FW1435  USGS QUAD   -  CAMDEN POINT (1982)
 FW1435
 FW1435                         *CURRENT SURVEY CONTROL
 FW1435  ___________________________________________________________________
 FW1435* NAD 83(2001)-  36 14 10.76494(N)    075 56 57.27582(W)     ADJUSTED  
 FW1435* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1435  ___________________________________________________________________
 FW1435  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 FW1435  GEOID HEIGHT-         -38.57  (meters)                     GEOID03
 FW1435  HORZ ORDER  -  THIRD
 FW1435
 FW1435.The horizontal coordinates were established by classical geodetic methods
 FW1435.and adjusted by the National Geodetic Survey in August 2005.
 FW1435
 FW1435.The orthometric height was scaled from a topographic map.
 FW1435
 FW1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1435
 FW1435.The geoid height was determined by GEOID03.
 FW1435
 FW1435;                    North         East     Units Scale Factor Converg.
 FW1435;SPC NC       -   280,036.910   883,808.042   MT  1.00002019   +1 45 38.9
 FW1435;SPC NC       -   918,754.43  2,899,626.88   sFT  1.00002019   +1 45 38.9
 FW1435;UTM  18      - 4,010,578.409   414,701.755   MT  0.99968964   -0 33 40.1
 FW1435
 FW1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1435!SPC NC       -   1.00000610  x   1.00002019  =   1.00002629
 FW1435!UTM  18      -   1.00000610  x   0.99968964  =   0.99969573
 FW1435
 FW1435|---------------------------------------------------------------------|
 FW1435| PID    Reference Object                     Distance      Geod. Az  |
 FW1435|                                                           dddmmss.s |
 FW1435| FW1758 BARTLETT WM 1                         6.325 METERS 20459     |
 FW1435| FW1757 BARTLETT RM                          11.858 METERS 24342     |
 FW1435| FW1759 BARTLETT WM 2                         4.828 METERS 29256     |
 FW1435| FW1532 CREEK                               APPROX. 1.9 KM 3333944.9 |
 FW1435| FW1523 BUCK ISLAND BEACON 10               APPROX. 2.4 KM 3412802.9 |
 FW1435|---------------------------------------------------------------------|
 FW1435
 FW1435                          SUPERSEDED SURVEY CONTROL
 FW1435
 FW1435  NAD 83(1993)-  36 14 10.77786(N)    075 56 57.28756(W) AD(       ) 3
 FW1435  NAD 83(1986)-  36 14 10.77988(N)    075 56 57.29767(W) AD(       ) 3
 FW1435  NAD 27      -  36 14 10.20200(N)    075 56 58.58600(W) AD(       ) 3
 FW1435
 FW1435.Superseded values are not recommended for survey control.
 FW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1435.See file dsdata.txt to determine how the superseded data were derived.
 FW1435
 FW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1470210578(NAD 83)
 FW1435_MARKER: DS = TRIANGULATION STATION DISK
 FW1435_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1435_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1435
 FW1435  HISTORY     - Date     Condition        Report By
 FW1435  HISTORY     - 1914     MONUMENTED       CGS
 FW1435  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1435
 FW1435                          STATION DESCRIPTION
 FW1435
 FW1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 FW1435'ON THE W SIDE OF NORTH RIVER, ABOUT 1-1/2 MILES S FROM BUCK
 FW1435'ISLAND BEACON NO. 10, ON A SLOWLY ROUNDING WOODED POINT IN A
 FW1435'CLEARING MADE FOR THE PURPOSE ABOUT 4 YARDS FROM THE WATER.  THE
 FW1435'STATION AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET
 FW1435'IN CONCRETE IN THE TOP OF TILES.
 FW1435'THE WITNESS MARKS ARE TWO TREES MARKED WITH A TRIANGULAR
 FW1435'BLAZE WITH A NAIL AT THE CENTER AND EACH APEX OF THE TRIANGLE,
 FW1435'DISTANCES AND BEARINGS FROM THE
 FW1435'STATION ARE AS FOLLOWS--TO THE REFERENCE MARK, 11.858 METERS
 FW1435'(38.90 FEET), S 63 DEG 42 MIN W. TO WITNESS MARK NO.1, AN
 FW1435'8-INCH PINE, 6.325 METERS (20.75 FEET), S 24 DEG 59 MIN W. TO
 FW1435'WITNESS MARK NO.2 A 6-INCH GUM, 4.828 METERS (15.844 FEET), N 67
 FW1435'DEG 04 MIN W.
 FW1435
 FW1435                          STATION RECOVERY (1934)
 FW1435
 FW1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1435'STATION LOST THROUGH EROSION.  A COMPARISON WITH POSITION OF
 FW1435'BARTLETT 2 INDICATES THAT THE POSITION OF BARTLETT, 1914 IS
 FW1435'NOW 6 METERS OUTSIDE THE SHORE LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1872 ***********************************************************************
 FY1872  DESIGNATION -  BARTON
 FY1872  PID         -  FY1872
 FY1872  STATE/COUNTY-  NC/PERSON
 FY1872  USGS QUAD   -  TIMBERLAKE (1981)
 FY1872
 FY1872                         *CURRENT SURVEY CONTROL
 FY1872  ___________________________________________________________________
 FY1872* NAD 83(2001)-  36 16 27.06992(N)    078 56 48.64686(W)     ADJUSTED  
 FY1872* NAVD 88     -       171.067  (meters)     561.24   (feet)  ADJUSTED  
 FY1872  ___________________________________________________________________
 FY1872  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 FY1872  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FY1872  DYNAMIC HT  -         170.930 (meters)     560.79  (feet)  COMP
 FY1872  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 FY1872
 FY1872  HORZ ORDER  -  SECOND
 FY1872  VERT ORDER  -  SECOND    CLASS I
 FY1872
 FY1872.The horizontal coordinates were established by classical geodetic methods
 FY1872.and adjusted by the National Geodetic Survey in August 2005.
 FY1872
 FY1872.The orthometric height was determined by differential leveling
 FY1872.and adjusted in June 1991.
 FY1872
 FY1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1872
 FY1872.The geoid height was determined by GEOID03.
 FY1872
 FY1872.The dynamic height is computed by dividing the NAVD 88
 FY1872.geopotential number by the normal gravity value computed on the
 FY1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1872.degrees latitude (g = 980.6199 gals.).
 FY1872
 FY1872.The modeled gravity was interpolated from observed gravity values.
 FY1872
 FY1872;                    North         East     Units Scale Factor Converg.
 FY1872;SPC NC       -   280,025.886   614,377.256   MT  1.00003178   +0 01 50.4
 FY1872;SPC NC       -   918,718.26  2,015,669.38   sFT  1.00003178   +0 01 50.4
 FY1872;UTM  17      - 4,016,315.807   684,415.130   MT  1.00001904   +1 12 54.3
 FY1872
 FY1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1872!SPC NC       -   0.99997801  x   1.00003178  =   1.00000979
 FY1872!UTM  17      -   0.99997801  x   1.00001904  =   0.99999705
 FY1872
 FY1872:                Primary Azimuth Mark                     Grid Az
 FY1872:SPC NC       -  PICNIC                                   161 46 17.0
 FY1872:UTM  17      -  PICNIC                                   160 35 13.1
 FY1872
 FY1872|---------------------------------------------------------------------|
 FY1872| PID    Reference Object                     Distance      Geod. Az  |
 FY1872|                                                           dddmmss.s |
 FY1872| FY1873 PICNIC                              APPROX. 1.0 KM 1614807.4 |
 FY1872| FY1871 RUBY                                481.688 METERS 3211353.4 |
 FY1872|---------------------------------------------------------------------|
 FY1872
 FY1872                          SUPERSEDED SURVEY CONTROL
 FY1872
 FY1872  NAD 83(1993)-  36 16 27.06904(N)    078 56 48.65498(W) AD(       ) 2
 FY1872  NAD 83(1986)-  36 16 27.07044(N)    078 56 48.65760(W) AD(       ) 2
 FY1872  NAD 27      -  36 16 26.56213(N)    078 56 49.62887(W) AD(       ) 2
 FY1872  NGVD 29 (03/05/92)  171.311  (m)          562.04   (f) ADJUSTED    2 1
 FY1872
 FY1872.Superseded values are not recommended for survey control.
 FY1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1872.See file dsdata.txt to determine how the superseded data were derived.
 FY1872
 FY1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8441516316(NAD 83)
 FY1872_MARKER: DE = TRAVERSE STATION DISK
 FY1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1872_SP_SET: CONCRETE POST
 FY1872_STAMPING: BARTON 1976
 FY1872_MARK LOGO: NCGS  
 FY1872_PROJECTION: FLUSH
 FY1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1872+STABILITY: SURFACE MOTION
 FY1872
 FY1872  HISTORY     - Date     Condition        Report By
 FY1872  HISTORY     - 1976     MONUMENTED       NCGS
 FY1872  HISTORY     - 1977     GOOD             NCGS
 FY1872  HISTORY     - 20040529 MARK NOT FOUND   USPSQD
 FY1872  HISTORY     - 20061101 MARK NOT FOUND   GEOCAC
 FY1872
 FY1872                          STATION DESCRIPTION
 FY1872
 FY1872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1872'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH OF TIMBERLAKE AND
 FY1872'8.5 MILES SOUTH-SOUTHEAST OF ROXBORO.
 FY1872'
 FY1872'TO REACH THE STATION FROM THE INTERSECTION OF US 501 WITH SR 1123 (SE)
 FY1872'AND SR 1715 (NE) SOUTHWEST OF TIMBERLAKE, PROCEED SOUTHERLY ALONG US
 FY1872'501 FOR 0.8 MILE TO STATION ON THE LEFT, APPROXIMATELY 200 FEET SOUTH
 FY1872'OF W. L. BARTON GROCERY STORE AND 0.15 MILE SOUTH-SOUTHEAST OF T
 FY1872'INTERSECTION OF SR 1742 (E).
 FY1872'
 FY1872'STATION MARK IS A STANDARD DISK STAMPED---BARTON 1976---SET IN THE TOP
 FY1872'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY1872'MARK IS 42.6 FEET EAST-NORTHEAST OF CENTERLINE OF US 501, 108.8 FEET
 FY1872'SOUTH OF SOUTHWEST CORNER OF BLOCK BUILDING, 16.8 FEET SOUTH-SOUTHWEST
 FY1872'OF TELEPHONE POLE WITH REFERENCE TAG, 69.0 FEET EAST-NORTHEAST OF
 FY1872'POWER POLE WITH REFERENCE TAG AND 57.4 FEET SOUTH-SOUTHEAST OF 8 INCH
 FY1872'PINE WITH REFERENCE TAG.
 FY1872
 FY1872                          STATION RECOVERY (1977)
 FY1872
 FY1872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1872'0.8 MI SOUTH FROM TIMBERLAKE.
 FY1872'STATION IS LOCATED APPROXIMATELY 8.5 MILES SOUTH SOUTHEAST OF ROXBORO.
 FY1872'TO REACH STATION FROM THE INTERSECTION OF US 501 WITH SR 1123
 FY1872'SOUTHEAST AND SR 1715 NORTHEAST, SOUTHWEST OF TIMBERLAKE, PROCEED
 FY1872'SOUTHERLY ALONG US 501 FOR 0.80 MILE TO STATION ON LEFT, APPROXIMATELY
 FY1872'200 FT. SOUTH OF W. L. BARTONS GROCERY STOR, 0.15 MILE SOUTH SOUTHEAST
 FY1872'OF T INTERSECTION OF SR 1742 EAST, 42.6 FT. EAST NORTHEAST OF
 FY1872'CENTERLINE OF US 501, 108.8 FT. SOUTH OF SOUTHWEST CORNER OF BLOCK
 FY1872'BUILDING, 16.8 FT. SOUTH SOUTHWEST OF TELEPHONE POLE WITH ALUMINUM
 FY1872'REF. TAG, 69.0 FT. EAST NORTHEAST OF POWER POLE WITH ALUMINUM REF. TAG
 FY1872'AND 57.4 FT. SOUTH SOUTHEAST OF 8 INCH PINE WTIH ALUMINUM REF. TAG.
 FY1872
 FY1872                          STATION RECOVERY (2004)
 FY1872
 FY1872'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM)
 FY1872'MARK NOT FOUND.
 FY1872
 FY1872                          STATION RECOVERY (2006)
 FY1872
 FY1872'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1872'APPEARS TO HAVE BEEN LOST TO ROAD WIDENING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2693 ***********************************************************************
 EZ2693  DESIGNATION -  BARWICK
 EZ2693  PID         -  EZ2693
 EZ2693  STATE/COUNTY-  NC/WAYNE
 EZ2693  USGS QUAD   -  MOUNT OLIVE (1977)
 EZ2693
 EZ2693                         *CURRENT SURVEY CONTROL
 EZ2693  ___________________________________________________________________
 EZ2693* NAD 83(2001)-  35 12 09.94735(N)    078 02 38.72997(W)     ADJUSTED  
 EZ2693* NAVD 88     -        49.313  (meters)     161.79   (feet)  ADJUSTED  
 EZ2693  ___________________________________________________________________
 EZ2693  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 EZ2693  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EZ2693  DYNAMIC HT  -          49.268 (meters)     161.64  (feet)  COMP
 EZ2693  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 EZ2693
 EZ2693  HORZ ORDER  -  SECOND
 EZ2693  VERT ORDER  -  SECOND    CLASS II
 EZ2693
 EZ2693.The horizontal coordinates were established by classical geodetic methods
 EZ2693.and adjusted by the National Geodetic Survey in August 2005.
 EZ2693
 EZ2693.The orthometric height was determined by differential leveling
 EZ2693.and adjusted in June 1991.
 EZ2693
 EZ2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2693
 EZ2693.The geoid height was determined by GEOID03.
 EZ2693
 EZ2693.The dynamic height is computed by dividing the NAVD 88
 EZ2693.geopotential number by the normal gravity value computed on the
 EZ2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2693.degrees latitude (g = 980.6199 gals.).
 EZ2693
 EZ2693.The modeled gravity was interpolated from observed gravity values.
 EZ2693
 EZ2693;                    North         East     Units Scale Factor Converg.
 EZ2693;SPC NC       -   161,573.945   696,636.131   MT  0.99987296   +0 33 06.2
 EZ2693;SPC NC       -   530,097.18  2,285,547.04   sFT  0.99987296   +0 33 06.2
 EZ2693;UTM  17      - 3,899,532.835   769,104.821   MT  1.00049257   +1 42 18.1
 EZ2693;UTM  18      - 3,899,775.457   222,864.487   MT  1.00054665   -1 45 21.4
 EZ2693
 EZ2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2693!SPC NC       -   0.99999778  x   0.99987296  =   0.99987074
 EZ2693!UTM  17      -   0.99999778  x   1.00049257  =   1.00049035
 EZ2693!UTM  18      -   0.99999778  x   1.00054665  =   1.00054443
 EZ2693
 EZ2693:                Primary Azimuth Mark                     Grid Az
 EZ2693:SPC NC       -  JAMES                                    084 19 11.1
 EZ2693:UTM  17      -  JAMES                                    083 09 59.2
 EZ2693:UTM  18      -  JAMES                                    086 37 38.7
 EZ2693
 EZ2693|---------------------------------------------------------------------|
 EZ2693| PID    Reference Object                     Distance      Geod. Az  |
 EZ2693|                                                           dddmmss.s |
 EZ2693| EZ4532 JAMES                               APPROX. 1.5 KM 0845217.3 |
 EZ2693|---------------------------------------------------------------------|
 EZ2693
 EZ2693                          SUPERSEDED SURVEY CONTROL
 EZ2693
 EZ2693  NAD 83(1986)-  35 12 09.95664(N)    078 02 38.73720(W) AD(       ) 2
 EZ2693  NAD 27      -  35 12 09.36560(N)    078 02 39.77627(W) AD(       ) 2
 EZ2693  NGVD 29 (01/20/89)   49.61   (m)          162.8    (f) LEVELING    3  
 EZ2693
 EZ2693.Superseded values are not recommended for survey control.
 EZ2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2693.See file dsdata.txt to determine how the superseded data were derived.
 EZ2693
 EZ2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6910599533(NAD 83)
 EZ2693_MARKER: DE = TRAVERSE STATION DISK
 EZ2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2693_SP_SET: CONCRETE POST
 EZ2693_STAMPING: BARWICK 1975
 EZ2693_MARK LOGO: NCGS  
 EZ2693_PROJECTION: RECESSED 15 CENTIMETERS
 EZ2693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2693+STABILITY: SURFACE MOTION
 EZ2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2693+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 EZ2693
 EZ2693  HISTORY     - Date     Condition        Report By
 EZ2693  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2693  HISTORY     - 1981     GOOD             NCGS
 EZ2693  HISTORY     - 1981     GOOD             NCGS
 EZ2693  HISTORY     - 1986     GOOD             NGS
 EZ2693  HISTORY     - 1987     GOOD             USPSQD
 EZ2693  HISTORY     - 19961217 GOOD             NCGS
 EZ2693
 EZ2693                          STATION DESCRIPTION
 EZ2693
 EZ2693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EZ2693'BARWICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2693'THE VICINITY OF MOUNT OLIVE, NORTH CAROLINA.
 EZ2693'
 EZ2693'BARWICK IS LOCATED APPROXIMATELY 1.5 MILES EAST OF MOUNT OLIVE
 EZ2693'AND 4.5 MILES SOUTH OF DUDLEY.  TO REACH STATION FROM INTERSECTION
 EZ2693'OF U.S. 117 BUSINESS WITH NC 55 AT NORTH EDGE OF MOUNT OLIVE,
 EZ2693'PROCEED EASTERLY ALONG NC 55 FOR 1.2 MILES TO Y INTERSECTION WITH
 EZ2693'SR 1969 (W) TO STATION ON RIGHT, IN SOUTH SHOULDER OF SR 1969,
 EZ2693'NEAR TRAFFIC ISLAND WHICH DIVIDES THE EAST BOUND LANES OF NC 55
 EZ2693'AND SR 1969 AND OPPOSITE A POWER POLE WITH A BARWICK SEED FARM
 EZ2693'SIGN.
 EZ2693'
 EZ2693'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2693'BARWICK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2693'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2693'
 EZ2693'MARK IS 116.1 FT S OF C/L WEST BOUND LANE OF NC 55
 EZ2693'
 EZ2693'7.0 FT S OF SOUTH EDGE OF SR 1969
 EZ2693'
 EZ2693'105.8 FT W OF C/L OF DRIVEWAY LEADING TO FARM AND TOBACCO BARNS
 EZ2693'
 EZ2693'86.9 FT SW OF EAST END OF TRAFFIC ISLAND
 EZ2693'
 EZ2693'29.2 FT N OF PP WITH BARWICK SEED FARM SIGN WITH ALUMINUM REF. TAG
 EZ2693'
 EZ2693'87.1 FT NW OF 36 INCH OAK WITH ALUMINUM REF. TAG
 EZ2693'
 EZ2693'114.8 FT SE OF CENTER OF CONCRETE CATCH BASIN IN MEDIAN
 EZ2693
 EZ2693                          STATION RECOVERY (1981)
 EZ2693
 EZ2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2693'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2693
 EZ2693                          STATION RECOVERY (1981)
 EZ2693
 EZ2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2693'1.5 MI EAST FROM MOUNT OLIVE.
 EZ2693'ALONG N.C. 55, 1.2 MILES EAST OF U.S. 117 OVERPASS, AT INTERSECTION
 EZ2693'WITH SR 1969, ON SOUTH SIDE OF SR 1969 AND SOUTH OF TRAFFIC ISLAND
 EZ2693'WHICH DIVIDES EASTBOUND N.C. 55 FROM SR 1969, 7.0 FEET SOUTH OF SOUTH
 EZ2693'EDGE OF SR 1969, 116.1 FEET SOUTH OF CENTERLINE OF WESTBOUND LANES OF
 EZ2693'N.C. 55, 105.8 FEET WEST OF CENTERLINE OF LANE TO FARM AND BARNS,
 EZ2693'86.9 FEET SOUTHWEST OF EAST END OF ISLAND, 29.2 FEET NORTH OF
 EZ2693'POWERPOLE WITH REFERENCE TAG, 87.1 FEET NORTHWEST OF 36 INCH OAK WITH
 EZ2693'REFERENCE TAG AND 114.8 FEET SOUTHEAST OF CENTER OF CATCH BASIN IN
 EZ2693'MEDIAN.
 EZ2693
 EZ2693                          STATION RECOVERY (1986)
 EZ2693
 EZ2693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 EZ2693'THE STATION WAS RECOVERED AT THIS DATE,
 EZ2693'IN GOOD CONDITION.
 EZ2693'
 EZ2693'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI)
 EZ2693'SOUTH-SOUTHWEST OF THE CENTER OF GOLDSBORO AND
 EZ2693'4.0 KM (2.5 MI) EAST-NORTHEAST OF MOUNT OLIVE.
 EZ2693'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 EZ2693'
 EZ2693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 117 OVERPASS
 EZ2693'AND STATE HIGHWAY 55, JUST NORTH OF MOUNT OLIVE, GO
 EZ2693'EAST FOR 2.4 KM (1.5 MI) ON HIGHWAY 55 TO THE STATION ON THE RIGHT
 EZ2693'AT THE JUNCTION WITH COUNTY ROUTE 1969.
 EZ2693'
 EZ2693'THE STATION IS A STANDARD NCGS DISK
 EZ2693'STAMPED---BARWICK 1975---,
 EZ2693'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ2693'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 EZ2693'35.75 METERS (117.3 FT) EAST-SOUTHEAST FROM A CATCH BASIN,
 EZ2693'27.34 METERS (89.7 FT) NORTH-NORTHWEST FROM AN OAK TREE 91 CM IN
 EZ2693'DIAMETER WITH AN ALUMINUM REFERENCE TAG,
 EZ2693'8.99 METERS (29.5 FT) NORTH FROM A POWER POLE WITH TRANSFORMER AND
 EZ2693'8.75 METERS (28.7 FT) SOUTH FROM THE CENTER OF CONCRETE MEDIAN OF
 EZ2693'EASTBOUND LANE OF HIGHWAY 55 AND COUNTY ROUTE 1969.
 EZ2693'
 EZ2693'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 EZ2693'MARCH 1986.
 EZ2693'
 EZ2693'THIS STATION SUITABLE FOR GPS SURVEYS.
 EZ2693'
 EZ2693'DESCRIBED BY L.D. ACRES.
 EZ2693
 EZ2693                          STATION RECOVERY (1987)
 EZ2693
 EZ2693'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ2693'RECOVERED IN GOOD CONDITION.
 EZ2693
 EZ2693                          STATION RECOVERY (1996)
 EZ2693
 EZ2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EZ2693'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EZ2693'ADDITIONS.
 EZ2693'SR 1969-EAST CHURCH ST SE
 EZ2693'MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE OF SR 1969, AND
 EZ2693'IS RECESSED 6 INCHES BELOW THE GROUND.  LOCATED 6.1 FT (1.9 M) SOUTH
 EZ2693'OF THE SOUTH EDGE OF SR 1969, 99 FT (30.2 M) WEST OF THE CENTERLINE OF
 EZ2693'DRIVEWAY LEADING TO FARM AND TOBACCO BARNS, 86.5 FT (26.4 M)
 EZ2693'WEST-SOUTHWEST OF THE EAST END OF TRAFFIC ISLAND, 88.8 FT (27.1 M)
 EZ2693'NORTHWEST OF A 48-INCH OAK WITH REFERENCE TAG, 117 FT (35.7 M)
 EZ2693'SOUTHEAST OF THE CENTER OF A CONCRETE CATCH BASIN IN MEDIAN, 28.7 FT
 EZ2693'(8.7 M) SOUTH FROM THE CENTER OF ASPHALT MEDIAN OF EASTBOUND LANE OF
 EZ2693'NC 55 AND SR 1969, 103 FT (31.4 M) EAST OF A CULVERT UNDER SR 1969
 EZ2693'WITH HEADWALL ON SOUTH SIDE OF SR 1969.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3903 ***********************************************************************
 AH3903  DESIGNATION -  BARWICK
 AH3903  PID         -  AH3903
 AH3903  STATE/COUNTY-  NC/LENOIR
 AH3903  USGS QUAD   -  DEEP RUN (1980)
 AH3903
 AH3903                         *CURRENT SURVEY CONTROL
 AH3903  ___________________________________________________________________
 AH3903* NAD 83(2001)-  35 09 42.62816(N)    077 41 55.04359(W)     ADJUSTED  
 AH3903* NAVD 88     -        29.3    (meters)      96.     (feet)  VERT ANG  
 AH3903  ___________________________________________________________________
 AH3903  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AH3903  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AH3903  HORZ ORDER  -  SECOND
 AH3903
 AH3903.The horizontal coordinates were established by classical geodetic methods
 AH3903.and adjusted by the National Geodetic Survey in August 2005.
 AH3903
 AH3903.The orthometric height was determined by vertical angle observations.
 AH3903
 AH3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3903
 AH3903.The geoid height was determined by GEOID03.
 AH3903
 AH3903;                    North         East     Units Scale Factor Converg.
 AH3903;SPC NC       -   157,392.483   728,148.782   MT  0.99987382   +0 45 04.0
 AH3903;SPC NC       -   516,378.50  2,388,934.80   sFT  0.99987382   +0 45 04.0
 AH3903;UTM  18      - 3,894,325.881   254,201.158   MT  1.00034465   -1 33 17.6
 AH3903
 AH3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3903!SPC NC       -   1.00000106  x   0.99987382  =   0.99987488
 AH3903!UTM  18      -   1.00000106  x   1.00034465  =   1.00034571
 AH3903
 AH3903                          SUPERSEDED SURVEY CONTROL
 AH3903
 AH3903  NAD 83(1986)-  35 09 42.63723(N)    077 41 55.05030(W) AD(       ) 2
 AH3903
 AH3903.Superseded values are not recommended for survey control.
 AH3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3903.See file dsdata.txt to determine how the superseded data were derived.
 AH3903
 AH3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5420194326(NAD 83)
 AH3903_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3903_STAMPING: BARWICK 1988
 AH3903_MARK LOGO: NCGS  
 AH3903_PROJECTION: FLUSH
 AH3903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3903+STABILITY: SURFACE MOTION
 AH3903
 AH3903  HISTORY     - Date     Condition        Report By
 AH3903  HISTORY     - 1988     MONUMENTED       NCGS
 AH3903
 AH3903                          STATION DESCRIPTION
 AH3903
 AH3903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AH3903'STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTHWEST OF KINSTON AND 1.6
 AH3903'MI (2.6 KM) NORTH-NORTHEAST OF DEEP RUN. ALONG NC 11 FOR 5.4 MI (8.7
 AH3903'KM) SOUTHWEST FROM NC 55, IN SHOULDER OF HIGHWAY IN NORTHWEST QUADRANT
 AH3903'OF INTERSECTION WITH SR 1152. MARK IS RECESSED 1 INCH BELOW GROUND AND
 AH3903'IS LEVEL WITH NC 11. LOCATED 23.16 M (75.98 FT) NORTHWEST OF THE
 AH3903'CENTERLINE OF NC 11, 16.46 M (54.00 FT) NORTH-NORTHEAST OF CENTERLINE
 AH3903'OF SR 1152, 13.56 M (44.49 FT) EAST-NORTHEAST OF TELEPHONE PEDESTAL
 AH3903'(200), AND 20.42 M (66.99 FT) EAST-NORTHEAST OF 30-INCH OAK WITH A
 AH3903'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2087 ***********************************************************************
 EB2087  DESIGNATION -  BASE
 EB2087  PID         -  EB2087
 EB2087  STATE/COUNTY-  NC/PENDER
 EB2087  USGS QUAD   -  CURRIE (1988)
 EB2087
 EB2087                         *CURRENT SURVEY CONTROL
 EB2087  ___________________________________________________________________
 EB2087* NAD 83(2001)-  34 25 54.83531(N)    078 03 01.11929(W)     ADJUSTED  
 EB2087* NAVD 88     -        10.8    (meters)      35.     (feet)  VERTCON   
 EB2087  ___________________________________________________________________
 EB2087  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EB2087  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EB2087  HORZ ORDER  -  SECOND
 EB2087
 EB2087.The horizontal coordinates were established by classical geodetic methods
 EB2087.and adjusted by the National Geodetic Survey in August 2005.
 EB2087
 EB2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2087
 EB2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2087
 EB2087.The geoid height was determined by GEOID03.
 EB2087
 EB2087;                    North         East     Units Scale Factor Converg.
 EB2087;SPC NC       -    76,062.663   696,887.924   MT  0.99997416   +0 32 53.3
 EB2087;SPC NC       -   249,548.92  2,286,373.13   sFT  0.99997416   +0 32 53.3
 EB2087;UTM  17      - 3,813,992.898   771,054.556   MT  1.00050571   +1 40 07.9
 EB2087;UTM  18      - 3,814,266.989   219,695.924   MT  1.00056859   -1 43 33.1
 EB2087
 EB2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2087!SPC NC       -   1.00000396  x   0.99997416  =   0.99997812
 EB2087!UTM  17      -   1.00000396  x   1.00050571  =   1.00050968
 EB2087!UTM  18      -   1.00000396  x   1.00056859  =   1.00057256
 EB2087
 EB2087:                Primary Azimuth Mark                     Grid Az
 EB2087:SPC NC       -  MALPASS                                  180 48 44.7
 EB2087:UTM  17      -  MALPASS                                  179 41 30.1
 EB2087:UTM  18      -  MALPASS                                  183 05 11.1
 EB2087
 EB2087|---------------------------------------------------------------------|
 EB2087| PID    Reference Object                     Distance      Geod. Az  |
 EB2087|                                                           dddmmss.s |
 EB2087| EB1474 MALPASS                             APPROX. 1.1 KM 1812138.0 |
 EB2087|---------------------------------------------------------------------|
 EB2087
 EB2087                          SUPERSEDED SURVEY CONTROL
 EB2087
 EB2087  NAD 83(1986)-  34 25 54.84113(N)    078 03 01.14880(W) AD(       ) 2
 EB2087  NAD 27      -  34 25 54.23625(N)    078 03 02.17448(W) AD(       ) 2
 EB2087  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG    3  
 EB2087
 EB2087.Superseded values are not recommended for survey control.
 EB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2087.See file dsdata.txt to determine how the superseded data were derived.
 EB2087
 EB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7105513993(NAD 83)
 EB2087_MARKER: DE = TRAVERSE STATION DISK
 EB2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2087_STAMPING: BASE 1973
 EB2087_MARK LOGO: NCGS  
 EB2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2087+STABILITY: SURFACE MOTION
 EB2087
 EB2087  HISTORY     - Date     Condition        Report By
 EB2087  HISTORY     - 1973     MONUMENTED       NCGS
 EB2087  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EB2087
 EB2087                          STATION DESCRIPTION
 EB2087
 EB2087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2087'BASE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2087'VICINITY OF CURRIE, NORTH CAROLINA.
 EB2087'
 EB2087'BASE IS LOCATED APPROXIMATELY 03.6 MILES SE OF CURRIE, AND 14.8 MILES
 EB2087'NW OF WILMINGTON.  TO REACH THE STATION FROM INTERSECTION OF US 421
 EB2087'AND NC 210 EAST OF CURRIE, GO SOUTH ON US 421 FOR 1.8 MILES TO
 EB2087'STATION ON THE LEFT BESIDE A PP 0.55 MILES NORTH OF INTERSECTION WITH
 EB2087'SR 1112 (WEST), AND APPROXIMATELY 300 FEET NNE OF NE CORNER OF A
 EB2087'FIELD.
 EB2087'
 EB2087'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BASE
 EB2087'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EB2087'INCHES BELOW THE SURFACE OF THE GROUND.
 EB2087'
 EB2087'MARK IS
 EB2087'
 EB2087'37.1 FEET E OF C/L OF US 421.
 EB2087'3.2 FEET W OF PP NO. 18749 W/ALUMINUM REF. TAG.
 EB2087'37.0 FEET NW OF 9 INCH PINE W/ALUMINUM REF. TAG.
 EB2087'33.2 FEET SW OF 5 INCH PINE W/ALUMINUM REF. TAG.
 EB2087
 EB2087                          STATION RECOVERY (1980)
 EB2087
 EB2087'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EB2087'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT WAS PROBABLY DESTROYED
 EB2087'WHEN THE HIGHWAY WAS BROADENED BY AN ADDITIONAL TWO LANES ON THE EAST
 EB2087'SIDE OF THE EXISTING LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2997 ***********************************************************************
 AB2997  DESIGNATION -  BASE
 AB2997  PID         -  AB2997
 AB2997  STATE/COUNTY-  NC/DURHAM
 AB2997  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2997
 AB2997                         *CURRENT SURVEY CONTROL
 AB2997  ___________________________________________________________________
 AB2997* NAD 83(2001)-  35 54 38.39213(N)    078 58 47.64060(W)     ADJUSTED  
 AB2997* NAVD 88     -        78.9    (meters)     259.     (feet)  VERTCON   
 AB2997  ___________________________________________________________________
 AB2997  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 AB2997  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AB2997  HORZ ORDER  -  SECOND
 AB2997
 AB2997.The horizontal coordinates were established by classical geodetic methods
 AB2997.and adjusted by the National Geodetic Survey in August 2005.
 AB2997
 AB2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2997
 AB2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2997
 AB2997.The geoid height was determined by GEOID03.
 AB2997
 AB2997;                    North         East     Units Scale Factor Converg.
 AB2997;SPC NC       -   239,688.907   611,415.425   MT  0.99993860   +0 00 41.8
 AB2997;SPC NC       -   786,379.36  2,005,952.11   sFT  0.99993860   +0 00 41.8
 AB2997;UTM  17      - 3,975,925.116   682,283.803   MT  1.00000944   +1 11 06.6
 AB2997
 AB2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2997!SPC NC       -   0.99999252  x   0.99993860  =   0.99993112
 AB2997!UTM  17      -   0.99999252  x   1.00000944  =   1.00000196
 AB2997
 AB2997                          SUPERSEDED SURVEY CONTROL
 AB2997
 AB2997  NAD 83(1986)-  35 54 38.39625(N)    078 58 47.64969(W) AD(       ) 2
 AB2997  NGVD 29 (04/29/96)   79.2    (m)          260.     (f) VERT ANG    3  
 AB2997
 AB2997.Superseded values are not recommended for survey control.
 AB2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2997.See file dsdata.txt to determine how the superseded data were derived.
 AB2997
 AB2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8228475925(NAD 83)
 AB2997_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2997_SP_SET: DRILL HOLE
 AB2997_STAMPING: BASE 1988
 AB2997_MARK LOGO: NCGS  
 AB2997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2997
 AB2997  HISTORY     - Date     Condition        Report By
 AB2997  HISTORY     - 1988     MONUMENTED       NCGS
 AB2997
 AB2997                          STATION DESCRIPTION
 AB2997
 AB2997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 AB2997'STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) EAST OF CHAPEL HILL, AND 12.1
 AB2997'KM (7.5 MI) SOUTHWEST OF DURHAM. ALONG I-40 FOR 0.3 KM (0.2 MI)
 AB2997'SOUTH-SOUTHEAST FROM NC 54 OVERPASS, IN MEDIAN, AND IN THE CONCRETE
 AB2997'BASE OF LARGE METAL SIGN SUPPORT POLE. MARK IS LEVEL WITH HIGHWAY.
 AB2997'LOCATED 9.6 M (31.5 FT) SOUTHWEST OF THE CENTERLINE OF WEST BOUND
 AB2997'LANE, 11.9 M (39.0 FT) NORTHEAST OF THE CENTERLINE OF EAST BOUND LANE,
 AB2997'0.3 M (1.0 FT) NORTH-NORTHEAST OF NORTHWEST SIGN POST, 14.7 M (48.2
 AB2997'FT) SOUTHEAST OF NORTHWEST END OF WEST GUARD RAIL, AND 16.7 M (54.8
 AB2997'FT) NORTHWEST OF SOUTHEAST END OF EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2279 ***********************************************************************
 AI2279  DESIGNATION -  BASEMAN
 AI2279  PID         -  AI2279
 AI2279  STATE/COUNTY-  NC/GUILFORD
 AI2279  USGS QUAD   -  GIBSONVILLE (1994)
 AI2279
 AI2279                         *CURRENT SURVEY CONTROL
 AI2279  ___________________________________________________________________
 AI2279* NAD 83(2007)-  36 00 28.09812(N)    079 37 26.05392(W)     ADJUSTED  
 AI2279* NAVD 88     -       207.7    (meters)     681.     (feet)  GPS OBS   
 AI2279  ___________________________________________________________________
 AI2279  EPOCH DATE  -        2002.00
 AI2279  X           -     930,375.899 (meters)                     COMP
 AI2279  Y           -  -5,081,158.000 (meters)                     COMP
 AI2279  Z           -   3,728,996.552 (meters)                     COMP
 AI2279  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 AI2279  ELLIP HEIGHT-         177.362 (meters)          (02/10/07) ADJUSTED
 AI2279  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AI2279
 AI2279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2279  Type    PID    Designation                      North   East  Ellip
 AI2279  -------------------------------------------------------------------
 AI2279  NETWORK AI2279 BASEMAN                           1.72   2.02   2.61
 AI2279  -------------------------------------------------------------------
 AI2279
 AI2279.The horizontal coordinates were established by GPS observations
 AI2279.and adjusted by the National Geodetic Survey in February 2007.
 AI2279
 AI2279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2279.The horizontal coordinates are valid at the epoch date displayed above.
 AI2279.The epoch date for horizontal control is a decimal equivalence
 AI2279.of Year/Month/Day.
 AI2279
 AI2279.The orthometric height was determined by GPS observations and a
 AI2279.high-resolution geoid model.
 AI2279
 AI2279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2279
 AI2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2279
 AI2279.The ellipsoidal height was determined by GPS observations
 AI2279.and is referenced to NAD 83.
 AI2279
 AI2279.The geoid height was determined by GEOID03.
 AI2279
 AI2279;                    North         East     Units Scale Factor Converg.
 AI2279;SPC NC       -   250,643.466   553,355.937   MT  0.99995953   -0 21 36.4
 AI2279;SPC NC       -   822,319.44  1,815,468.60   sFT  0.99995953   -0 21 36.4
 AI2279;UTM  17      - 3,985,689.778   624,015.765   MT  0.99978951   +0 48 32.8
 AI2279
 AI2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2279!SPC NC       -   0.99997216  x   0.99995953  =   0.99993170
 AI2279!UTM  17      -   0.99997216  x   0.99978951  =   0.99976168
 AI2279
 AI2279                          SUPERSEDED SURVEY CONTROL
 AI2279
 AI2279  NAD 83(2001)-  36 00 28.09831(N)    079 37 26.05371(W) AD(       ) 1
 AI2279  ELLIP H (03/13/03)  177.361  (m)                       GP(       ) 4 2
 AI2279  NAD 83(1986)-  36 00 28.10213(N)    079 37 26.05895(W) AD(       ) 1
 AI2279
 AI2279.Superseded values are not recommended for survey control.
 AI2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2279.See file dsdata.txt to determine how the superseded data were derived.
 AI2279
 AI2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2401685690(NAD 83)
 AI2279_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2279_STAMPING: BASEMAN 1991
 AI2279_MARK LOGO: NCGS  
 AI2279_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2279+STABILITY: SURFACE MOTION
 AI2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2279+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2279
 AI2279  HISTORY     - Date     Condition        Report By
 AI2279  HISTORY     - 1991     MONUMENTED       NCGS
 AI2279
 AI2279                          STATION DESCRIPTION
 AI2279
 AI2279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2279'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF
 AI2279'GREENSBORO, AND 4.1 MI (6.6 KM) SOUTH OF SEDALIA. PROCEED ALONG SR
 AI2279'3045 (MT HOPE CHURCH RD) FOR 4.35 MI (7.00 KM) SOUTHEAST FROM THE I-85
 AI2279'INTERCHANGE, THENCE 0.15 MI (0.24 KM) SOUTHWEST ALONG SR 3093 (OLD
 AI2279'JULIAN RD) TO SR 3094 (BASEMAN RD), AND STATION ON SOUTHWEST SIDE OF
 AI2279'THE CROSSROADS IN NORTHWEST SHOULDER OF ROAD. MARK IS LEVEL WITH ROAD
 AI2279'AND RECESSED 2 INCHES BELOW GROUND. LOCATED 16.5 FT (5.0 M) NORTHWEST
 AI2279'OF THE CENTERLINE OF ROAD, 157.0 FT (47.9 M) SOUTHWEST OF THE
 AI2279'CENTERLINE OF CROSSROADS, 13.5 FT (4.1 M) SOUTHEAST OF A BOARD FENCE,
 AI2279'189.4 FT (57.7 M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, AND 55.2 FT
 AI2279'(16.8 M) SOUTH OF A POWER POLE WITH A REFERENCE TAG. MT. HOPE CHURCH
 AI2279'SPIRE IS VISIBLE FROM THE STATION AND THE GRID AZIMUTH
 AI2279'IS--57-37-40.54--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6535 ***********************************************************************
 EZ6535  DESIGNATION -  BASHFORD
 EZ6535  PID         -  EZ6535
 EZ6535  STATE/COUNTY-  NC/WAKE
 EZ6535  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6535
 EZ6535                         *CURRENT SURVEY CONTROL
 EZ6535  ___________________________________________________________________
 EZ6535* NAD 83(2001)-  35 47 51.34083(N)    078 44 31.05279(W)     ADJUSTED  
 EZ6535* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 EZ6535  ___________________________________________________________________
 EZ6535  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 EZ6535  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 EZ6535  HORZ ORDER  -  SECOND
 EZ6535
 EZ6535.The horizontal coordinates were established by classical geodetic methods
 EZ6535.and adjusted by the National Geodetic Survey in August 2005.
 EZ6535
 EZ6535.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6535
 EZ6535.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6535
 EZ6535.The geoid height was determined by GEOID03.
 EZ6535
 EZ6535;                    North         East     Units Scale Factor Converg.
 EZ6535;SPC NC       -   227,174.134   632,924.503   MT  0.99991787   +0 08 56.2
 EZ6535;SPC NC       -   745,320.47  2,076,519.81   sFT  0.99991787   +0 08 56.2
 EZ6535;UTM  17      - 3,963,851.684   704,047.447   MT  1.00011307   +1 19 16.5
 EZ6535
 EZ6535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6535!SPC NC       -   0.99998536  x   0.99991787  =   0.99990323
 EZ6535!UTM  17      -   0.99998536  x   1.00011307  =   1.00009843
 EZ6535
 EZ6535                          SUPERSEDED SURVEY CONTROL
 EZ6535
 EZ6535  NAD 83(1986)-  35 47 51.34312(N)    078 44 31.06367(W) AD(       ) 2
 EZ6535  NGVD 29 (12/28/92)  126.0    (m)          413.     (f) VERT ANG    3  
 EZ6535
 EZ6535.Superseded values are not recommended for survey control.
 EZ6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6535.See file dsdata.txt to determine how the superseded data were derived.
 EZ6535
 EZ6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0404763852(NAD 83)
 EZ6535_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6535+STABILITY: SURFACE MOTION
 EZ6535
 EZ6535  HISTORY     - Date     Condition        Report By
 EZ6535  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6535
 EZ6535                          STATION DESCRIPTION
 EZ6535
 EZ6535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6535'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST OF CARY AND 9.3 KM
 EZ6535'(5.8 MI) WEST OF RALEIGH.
 EZ6535'
 EZ6535'TO REACH THE STATION FROM THE I 40 UNDERPASS OF NC 54, GO NORTH FOR
 EZ6535'0.6 KM (0.4 MI) ON I 40 WESTBOUND TO THE STATION ON THE RIGHT, IN
 EZ6535'LINE WITH LARGE ROAD SIGN POSTS.
 EZ6535'
 EZ6535'THE STATION IS A STANDARD NCGS DISK STAMPED---BASHFORD 1984---,
 EZ6535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6535'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 EZ6535'9.8 METERS (32.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 EZ6535'HIGHWAY,
 EZ6535'6.4 METERS (20.8 FT) EAST-SOUTHEAST OF THE + IN--220+00--STATION
 EZ6535'NUMBER IN THE EDGE OF THE PAVEMENT,
 EZ6535'6.8 METERS (22.2 FT) WEST-NORTHWEST OF THE WEST POST OF A SIGN--AND
 EZ6535'8.7 METERS (28.5 FT) SOUTH-SOUTHWEST OF A REFLECTOR POST, AND
 EZ6535'21.6 METERS (70.8 FT) SOUTH-SOUTHWEST OF A REFLECTOR POST--BOTH
 EZ6535'WITH REFERENCE TAGS.
 EZ6535'
 EZ6535'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2038 ***********************************************************************
 FA2038  DESIGNATION -  BASIL
 FA2038  PID         -  FA2038
 FA2038  STATE/COUNTY-  NC/STANLY
 FA2038  USGS QUAD   -  AQUADALE (1983)
 FA2038
 FA2038                         *CURRENT SURVEY CONTROL
 FA2038  ___________________________________________________________________
 FA2038* NAD 83(2001)-  35 14 47.41574(N)    080 09 55.69866(W)     ADJUSTED  
 FA2038* NAVD 88     -       143.2    (meters)     470.     (feet)  VERTCON   
 FA2038  ___________________________________________________________________
 FA2038  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FA2038  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2038  HORZ ORDER  -  SECOND
 FA2038
 FA2038.The horizontal coordinates were established by classical geodetic methods
 FA2038.and adjusted by the National Geodetic Survey in August 2005.
 FA2038
 FA2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2038
 FA2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2038
 FA2038.The geoid height was determined by GEOID03.
 FA2038
 FA2038;                    North         East     Units Scale Factor Converg.
 FA2038;SPC NC       -   166,629.723   503,543.434   MT  0.99987260   -0 40 21.6
 FA2038;SPC NC       -   546,684.35  1,652,042.08   sFT  0.99987260   -0 40 21.6
 FA2038;UTM  17      - 3,900,699.123   575,923.897   MT  0.99967104   +0 28 53.9
 FA2038
 FA2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2038!SPC NC       -   0.99998229  x   0.99987260  =   0.99985489
 FA2038!UTM  17      -   0.99998229  x   0.99967104  =   0.99965333
 FA2038
 FA2038|---------------------------------------------------------------------|
 FA2038| PID    Reference Object                     Distance      Geod. Az  |
 FA2038|                                                           dddmmss.s |
 FA2038| FA2036 PEQUE                               340.942 METERS 02337     |
 FA2038|---------------------------------------------------------------------|
 FA2038
 FA2038                          SUPERSEDED SURVEY CONTROL
 FA2038
 FA2038  NAD 83(1986)-  35 14 47.42844(N)    080 09 55.70899(W) AD(       ) 2
 FA2038  NAD 27      -  35 14 46.90615(N)    080 09 56.49579(W) AD(       ) 2
 FA2038  NGVD 29 (07/19/86)  143.5    (m)          471.     (f) VERT ANG    3  
 FA2038
 FA2038.Superseded values are not recommended for survey control.
 FA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2038.See file dsdata.txt to determine how the superseded data were derived.
 FA2038
 FA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7592400699(NAD 83)
 FA2038_MARKER: DE = TRAVERSE STATION DISK
 FA2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2038_STAMPING: BASIL 1974
 FA2038_MARK LOGO: NCGS  
 FA2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2038+STABILITY: SURFACE MOTION
 FA2038
 FA2038  HISTORY     - Date     Condition        Report By
 FA2038  HISTORY     - 1974     MONUMENTED       NCGS
 FA2038
 FA2038                          STATION DESCRIPTION
 FA2038
 FA2038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2038'BASIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2038'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA2038'
 FA2038'BASIL IS LOCATED APPROXIMATELY 3.0 MILES WNW OF NORWOOD, AND
 FA2038'3.6 MILES ENE OF AQUADALE.  TO REACH STATION FROM INTERSECTION OF
 FA2038'U.S. 52 WITH SR 1923 NEAR NW EDGE OF NORWOOD, PROCEED WEST ALONG
 FA2038'SR 1923 (BECOMING SR 1922) FOR 2.2 MILES TO INTERSECTION WITH
 FA2038'SR 1918 NEAR SOUTH STANLY HIGH SCHOOL.  THENCE NORTH ALONG SR
 FA2038'1918 FOR 0.95 MILE TO STATION ON THE LEFT AT A FENCE CORNER IN
 FA2038'FRONT OF A BRICK AND BROWN FRAMED ONE STORY HOUSE (BASIL
 FA2038'GRIFFIN RESIDENCE), 0.5 MILE SOUTH OF RR CROSSING.
 FA2038'
 FA2038'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2038'BASIL 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2038'WHICH IS FLUSH WITH THE GROUND.
 FA2038'
 FA2038'MARK IS 25.9 FT WNW OF C/L OF SR 1918
 FA2038'
 FA2038'32.0 FT WSW OF C/L INTERSECTION OF GRIFFIN DRIVEWAY WITH SR 1918
 FA2038'
 FA2038'94.0 FT NNW OF NORTH END OF CONCRETE CULVERT UNDER SOUTHERNMOST
 FA2038'DRIVEWAY TO BRICK AND FRAMED HOUSE
 FA2038'
 FA2038'106.0 FT W OF PP WITH ALUMINUM REF. TAG AND TRANSFORMER
 FA2038'
 FA2038'8.1 FT E OF 8 IN CEDAR WITH ALUMINUM REF. TAG
 FA2038'
 FA2038'5.3 FT NE OF CORNER FENCE POST WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4738 ***********************************************************************
 EZ4738  DESIGNATION -  BASIN
 EZ4738  PID         -  EZ4738
 EZ4738  STATE/COUNTY-  NC/HARNETT
 EZ4738  USGS QUAD   -  COATS (1987)
 EZ4738
 EZ4738                         *CURRENT SURVEY CONTROL
 EZ4738  ___________________________________________________________________
 EZ4738* NAD 83(2001)-  35 24 54.49786(N)    078 39 32.55544(W)     ADJUSTED  
 EZ4738* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 EZ4738  ___________________________________________________________________
 EZ4738  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 EZ4738  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EZ4738  HORZ ORDER  -  SECOND
 EZ4738
 EZ4738.The horizontal coordinates were established by classical geodetic methods
 EZ4738.and adjusted by the National Geodetic Survey in August 2005.
 EZ4738
 EZ4738.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4738
 EZ4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4738
 EZ4738.The geoid height was determined by GEOID03.
 EZ4738
 EZ4738;                    North         East     Units Scale Factor Converg.
 EZ4738;SPC NC       -   184,767.318   640,564.646   MT  0.99987664   +0 11 48.4
 EZ4738;SPC NC       -   606,190.78  2,101,585.84   sFT  0.99987664   +0 11 48.4
 EZ4738;UTM  17      - 3,921,598.985   712,551.281   MT  1.00015678   +1 21 25.5
 EZ4738
 EZ4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4738!SPC NC       -   0.99999305  x   0.99987664  =   0.99986969
 EZ4738!UTM  17      -   0.99999305  x   1.00015678  =   1.00014983
 EZ4738
 EZ4738|---------------------------------------------------------------------|
 EZ4738| PID    Reference Object                     Distance      Geod. Az  |
 EZ4738|                                                           dddmmss.s |
 EZ4738| EZ4736 RYLES                               382.622 METERS 09821     |
 EZ4738| EZ4735 HOWARD                              204.114 METERS 26146     |
 EZ4738|---------------------------------------------------------------------|
 EZ4738
 EZ4738                          SUPERSEDED SURVEY CONTROL
 EZ4738
 EZ4738  NAD 83(1986)-  35 24 54.50265(N)    078 39 32.56537(W) AD(       ) 2
 EZ4738  NAD 27      -  35 24 53.91871(N)    078 39 33.50125(W) AD(       ) 2
 EZ4738  NGVD 29 (07/19/86)   78.0    (m)          256.     (f) VERT ANG    3  
 EZ4738
 EZ4738.Superseded values are not recommended for survey control.
 EZ4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4738.See file dsdata.txt to determine how the superseded data were derived.
 EZ4738
 EZ4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1255121599(NAD 83)
 EZ4738_MARKER: DE = TRAVERSE STATION DISK
 EZ4738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4738_STAMPING: BASIN 1972
 EZ4738_MARK LOGO: NCGS  
 EZ4738_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4738+STABILITY: SURFACE MOTION
 EZ4738
 EZ4738  HISTORY     - Date     Condition        Report By
 EZ4738  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4738  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ4738  HISTORY     - 20060329 MARK NOT FOUND   NCGS
 EZ4738
 EZ4738                          STATION DESCRIPTION
 EZ4738
 EZ4738'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4738'BASIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4738'VICINITY OF COATS, NORTH CAROLINA.
 EZ4738'
 EZ4738'BASIN IS LOCATED APPROXIMATELY 0.9 MILE NORTHEAST OF COATS AND
 EZ4738'6.6 MILES WNW OF BENSON.  TO REACH STATION FROM INTERSECTION OF NC
 EZ4738'55 AND NC 27 IN COATS, PROCEED EAST ALONG NC 27 FOR 0.8 MILE TO
 EZ4738'STATION ON LEFT SHOULDER, 0.1 MILE EAST OF INTERSECTION WITH SR
 EZ4738'1558, AND APPROXIMATELY 200 FEET WNW OF NW CORNER OF A CONCRETE
 EZ4738'BLOCK RESIDENCE.
 EZ4738'
 EZ4738'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4738'BASIN 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ4738'IS 7 INCHES BELOW THE GROUND.
 EZ4738'
 EZ4738'MARK IS--15.2 FEET N OF C/L OF NC 27.
 EZ4738'18.5 FEET SSW OF ALUMINUM REF. TAG ON 16 INCH POPLAR.
 EZ4738'91.1 FEET NW OF TELEPHONE SERVICE BOX.
 EZ4738'122.1 FEET WNW OF 14 INCH OAK WITH ALUMINUM REF. TAG.
 EZ4738
 EZ4738                          STATION RECOVERY (1999)
 EZ4738
 EZ4738'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ4738'MARK NOT FOUND.
 EZ4738
 EZ4738                          STATION RECOVERY (2006)
 EZ4738
 EZ4738'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ4738'NOT FOUND, PROBABLY LOST TO CHANGES ALONG HIGHWAY. REFERENCES CHECKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4735 ***********************************************************************
 DH4735  DESIGNATION -  BASIN
 DH4735  PID         -  DH4735
 DH4735  STATE/COUNTY-  NC/COLUMBUS
 DH4735  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 DH4735
 DH4735                         *CURRENT SURVEY CONTROL
 DH4735  ___________________________________________________________________
 DH4735* NAD 83(2007)-  34 19 37.53449(N)    078 23 02.04173(W)     ADJUSTED  
 DH4735* NAVD 88     -        19.9    (meters)      65.     (feet)  GPS OBS   
 DH4735  ___________________________________________________________________
 DH4735  EPOCH DATE  -        2002.00
 DH4735  X           -   1,061,709.187 (meters)                     COMP
 DH4735  Y           -  -5,164,875.455 (meters)                     COMP
 DH4735  Z           -   3,576,459.629 (meters)                     COMP
 DH4735  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DH4735  ELLIP HEIGHT-         -15.499 (meters)          (02/10/07) ADJUSTED
 DH4735  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 DH4735
 DH4735  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4735  Type    PID    Designation                      North   East  Ellip
 DH4735  -------------------------------------------------------------------
 DH4735  NETWORK DH4735 BASIN                             0.57   0.57   1.61
 DH4735  -------------------------------------------------------------------
 DH4735
 DH4735.The horizontal coordinates were established by GPS observations
 DH4735.and adjusted by the National Geodetic Survey in February 2007.
 DH4735
 DH4735.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4735.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4735.The horizontal coordinates are valid at the epoch date displayed above.
 DH4735.The epoch date for horizontal control is a decimal equivalence
 DH4735.of Year/Month/Day.
 DH4735
 DH4735.The orthometric height was determined by GPS observations and a
 DH4735.high-resolution geoid model.
 DH4735
 DH4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4735
 DH4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4735
 DH4735.The ellipsoidal height was determined by GPS observations
 DH4735.and is referenced to NAD 83.
 DH4735
 DH4735.The geoid height was determined by GEOID03.
 DH4735
 DH4735;                    North         East     Units Scale Factor Converg.
 DH4735;SPC NC       -    64,195.197   666,300.086   MT  1.00000173   +0 21 20.1
 DH4735;SPC NC       -   210,613.74  2,186,019.53   sFT  1.00000173   +0 21 20.1
 DH4735;UTM  17      - 3,801,524.332   740,691.870   MT  1.00031416   +1 28 33.5
 DH4735
 DH4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4735!SPC NC       -   1.00000243  x   1.00000173  =   1.00000416
 DH4735!UTM  17      -   1.00000243  x   1.00031416  =   1.00031659
 DH4735
 DH4735                          SUPERSEDED SURVEY CONTROL
 DH4735
 DH4735  NAD 83(1986)-  34 19 37.54203(N)    078 23 02.05315(W) AD(       ) 1
 DH4735  NAD 83(2001)-  34 19 37.53464(N)    078 23 02.04132(W) AD(       ) 1
 DH4735  ELLIP H (05/12/05)  -15.505  (m)                       GP(       ) 4 1
 DH4735
 DH4735.Superseded values are not recommended for survey control.
 DH4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4735.See file dsdata.txt to determine how the superseded data were derived.
 DH4735
 DH4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4069201524(NAD 83)
 DH4735_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH4735_SP_SET: CONCRETE DROP INLET
 DH4735_STAMPING: BASIN 1989
 DH4735_MARK LOGO: NCGS  
 DH4735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4735+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4735
 DH4735  HISTORY     - Date     Condition        Report By
 DH4735  HISTORY     - 1989     MONUMENTED       NCGS
 DH4735
 DH4735                          STATION DESCRIPTION
 DH4735
 DH4735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4735'STATION IS LOCATED IN THE NORTHEAST EDGE OF BOLTON. ALONG US 74-76 FOR
 DH4735'0.9 MI (1.4 KM) EAST FROM SR 1800, IN THE MEDIAN. MARK IS 2-FEET LOWER
 DH4735'THAN THE HIGHWAY. LOCATED 11.90 M (39.04 FT) NORTH-NORTHEAST OF THE
 DH4735'CENTERLINE OF THE EASTBOUND LANE, 11.90 M (39.04 FT) SOUTH-SOUTHWEST
 DH4735'OF THE CENTERLINE OF THE WESTBOUND LANE, 1.03 M (3.38 FT) SOUTHEAST OF
 DH4735'THE CENTER OF AND 0.15 M (0.49 FT) NORTHWEST OF THE EAST END OF THE
 DH4735'DROP INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4777 ***********************************************************************
 DH4777  DESIGNATION -  BASIN AZ MK
 DH4777  PID         -  DH4777
 DH4777  STATE/COUNTY-  NC/COLUMBUS
 DH4777  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 DH4777
 DH4777                         *CURRENT SURVEY CONTROL
 DH4777  ___________________________________________________________________
 DH4777* NAD 83(1986)-  34 19 46.04591(N)    078 23 49.25260(W)     ADJUSTED  
 DH4777* NAVD 88     -        19.6    (meters)      64.     (feet)  VERT ANG  
 DH4777  ___________________________________________________________________
 DH4777  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DH4777  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DH4777  HORZ ORDER  -  SECOND
 DH4777
 DH4777.The horizontal coordinates were established by classical geodetic methods
 DH4777.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2005.
 DH4777
 DH4777.The orthometric height was determined by vertical angle observations.
 DH4777
 DH4777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4777
 DH4777.The geoid height was determined by GEOID03.
 DH4777
 DH4777;                    North         East     Units Scale Factor Converg.
 DH4777;SPC NC       -    64,450.048   665,091.631   MT  1.00000108   +0 20 52.9
 DH4777;SPC NC       -   211,449.87  2,182,054.79   sFT  1.00000108   +0 20 52.9
 DH4777;UTM  17      - 3,801,755.574   739,478.288   MT  1.00030697   +1 28 07.2
 DH4777
 DH4777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4777!SPC NC       -   1.00000247  x   1.00000108  =   1.00000355
 DH4777!UTM  17      -   1.00000247  x   1.00030697  =   1.00030944
 DH4777
 DH4777:                Primary Azimuth Mark                     Grid Az
 DH4777:SPC NC       -  BASIN                                    101 54 03.7
 DH4777:UTM  17      -  BASIN                                    100 46 49.4
 DH4777
 DH4777|---------------------------------------------------------------------|
 DH4777| PID    Reference Object                     Distance      Geod. Az  |
 DH4777|                                                           dddmmss.s |
 DH4777| DH4735 BASIN                               APPROX. 1.2 KM 1021456.6 |
 DH4777| DH4743 MEDIAN                              APPROX. 0.9 KM 2820830.0 |
 DH4777|---------------------------------------------------------------------|
 DH4777
 DH4777                          SUPERSEDED SURVEY CONTROL
 DH4777
 DH4777.No superseded survey control is available for this station.
 DH4777
 DH4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3947801756(NAD 83)
 DH4777_MARKER: DZ = AZIMUTH MARK DISK
 DH4777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH4777_SP_SET: CONCRETE DROP INLET
 DH4777_STAMPING: BASIN 1989
 DH4777_MARK LOGO: NCGS  
 DH4777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4777+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4777
 DH4777  HISTORY     - Date     Condition        Report By
 DH4777  HISTORY     - 1989     MONUMENTED       NCGS
 DH4777
 DH4777                          STATION DESCRIPTION
 DH4777
 DH4777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4777'STATION IS LOCATED IN THE NORTHEAST EDGE OF BOLTON. ALONG US 74-76 FOR
 DH4777'0.1 MI (0.2 KM) EAST FROM SR 1800, IN MEDIAN. MARK IS 2.5-FEET LOWER
 DH4777'THAN LEVEL OF HIGHWAY. LOCATED 40.0 FT (12.2 M) SOUTH-SOUTHWEST OF
 DH4777'CENTERLINE OF WEST BOUND LANE OF HIGHWAY, 35.8 FT (10.9 M)
 DH4777'NORTH-NORTHEAST OF EAST BOUND LANE OF HIGHWAY, 3.3 FT (1.0 M) EAST OF
 DH4777'THE CENTER OF A DROP INLET AND 72.7 FT (22.2 M) NORTHEAST OF THE SOUTH
 DH4777'END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2549 ***********************************************************************
 FY2549  DESIGNATION -  BASKETT
 FY2549  PID         -  FY2549
 FY2549  STATE/COUNTY-  NC/WARREN
 FY2549  USGS QUAD   -  WARRENTON (1970)
 FY2549
 FY2549                         *CURRENT SURVEY CONTROL
 FY2549  ___________________________________________________________________
 FY2549* NAD 83(2001)-  36 22 55.13855(N)    078 12 45.69358(W)     ADJUSTED  
 FY2549* NAVD 88     -       110.1    (meters)     361.     (feet)  VERTCON   
 FY2549  ___________________________________________________________________
 FY2549  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 FY2549  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 FY2549  HORZ ORDER  -  SECOND
 FY2549
 FY2549.The horizontal coordinates were established by classical geodetic methods
 FY2549.and adjusted by the National Geodetic Survey in August 2005.
 FY2549
 FY2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2549
 FY2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2549
 FY2549.The geoid height was determined by GEOID03.
 FY2549
 FY2549;                    North         East     Units Scale Factor Converg.
 FY2549;SPC NC       -   292,267.032   680,247.850   MT  1.00006721   +0 27 15.9
 FY2549;SPC NC       -   958,879.42  2,231,779.82   sFT  1.00006721   +0 27 15.9
 FY2549;UTM  17      - 4,029,926.336   750,025.797   MT  1.00037028   +1 39 15.1
 FY2549
 FY2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2549!SPC NC       -   0.99998793  x   1.00006721  =   1.00005514
 FY2549!UTM  17      -   0.99998793  x   1.00037028  =   1.00035821
 FY2549
 FY2549:                Primary Azimuth Mark                     Grid Az
 FY2549:SPC NC       -  RIDEOUT                                  292 46 41.1
 FY2549:UTM  17      -  RIDEOUT                                  291 34 41.9
 FY2549
 FY2549|---------------------------------------------------------------------|
 FY2549| PID    Reference Object                     Distance      Geod. Az  |
 FY2549|                                                           dddmmss.s |
 FY2549| FY2557 RIDEOUT                             APPROX. 1.6 KM 2931357.0 |
 FY2549|---------------------------------------------------------------------|
 FY2549
 FY2549                          SUPERSEDED SURVEY CONTROL
 FY2549
 FY2549  NAD 83(1993)-  36 22 55.14126(N)    078 12 45.69522(W) AD(       ) 2
 FY2549  NAD 83(1986)-  36 22 55.13823(N)    078 12 45.70500(W) AD(       ) 2
 FY2549  NAD 27      -  36 22 54.61365(N)    078 12 46.72872(W) AD(       ) 2
 FY2549  NGVD 29 (07/19/86)  110.4    (m)          362.     (f) VERT ANG    3  
 FY2549
 FY2549.Superseded values are not recommended for survey control.
 FY2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2549.See file dsdata.txt to determine how the superseded data were derived.
 FY2549
 FY2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5002629926(NAD 83)
 FY2549_MARKER: DE = TRAVERSE STATION DISK
 FY2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2549_STAMPING: BASKETT 1969
 FY2549_MARK LOGO: NCGS  
 FY2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2549+STABILITY: SURFACE MOTION
 FY2549
 FY2549  HISTORY     - Date     Condition        Report By
 FY2549  HISTORY     - 1969     MONUMENTED       NCGS
 FY2549
 FY2549                          STATION DESCRIPTION
 FY2549
 FY2549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2549'BASKETT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2549'THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2549'
 FY2549'BASKETT IS LOCATED APPROXIMATELY 3.3 MILES WSW OF WARRENTON.  TO
 FY2549'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401 AND SR 1001
 FY2549'IN WARRENTON, GO WEST ON SR 1001 FOR 4.1 MILES TO INTERSECTION
 FY2549'OF SR 1001 AND SR 1116, TURN RIGHT (N) ON SR 1116 AND GO 0.8 MILE
 FY2549'TO STATION ON LEFT, APPROXIMATELY 150 FEET SOUTH OF DRIVEWAY
 FY2549'LEADING TO TWO STORY WOOD FRAME HOUSE.
 FY2549'
 FY2549'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2549'BASKETT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2549'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2549'
 FY2549'MARK IS
 FY2549'
 FY2549'41.5 FT W OF C/L OF SR 1116
 FY2549'
 FY2549'79.9 FT SW OF PP WITH ALUMINUM REF. TAG
 FY2549'
 FY2549'74.8 FT W OF FENCE POST WITH ALUMINUM REF. TAG
 FY2549'
 FY2549'79.9 FT NW OF FENCE POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1602 ***********************************************************************
 EY1602  DESIGNATION -  BASNIGHT
 EY1602  PID         -  EY1602
 EY1602  STATE/COUNTY-  NC/WASHINGTON
 EY1602  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY1602
 EY1602                         *CURRENT SURVEY CONTROL
 EY1602  ___________________________________________________________________
 EY1602* NAD 83(2001)-  35 52 26.73906(N)    076 40 30.39579(W)     ADJUSTED  
 EY1602* NAVD 88     -         8.026  (meters)      26.33   (feet)  ADJUSTED  
 EY1602  ___________________________________________________________________
 EY1602  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EY1602  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY1602  DYNAMIC HT  -           8.019 (meters)      26.31  (feet)  COMP
 EY1602  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 EY1602
 EY1602  HORZ ORDER  -  SECOND
 EY1602  VERT ORDER  -  SECOND    CLASS II
 EY1602
 EY1602.The horizontal coordinates were established by classical geodetic methods
 EY1602.and adjusted by the National Geodetic Survey in August 2005.
 EY1602
 EY1602.The orthometric height was determined by differential leveling
 EY1602.and adjusted in June 1991.
 EY1602
 EY1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1602
 EY1602.The geoid height was determined by GEOID03.
 EY1602
 EY1602.The dynamic height is computed by dividing the NAVD 88
 EY1602.geopotential number by the normal gravity value computed on the
 EY1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1602.degrees latitude (g = 980.6199 gals.).
 EY1602
 EY1602.The modeled gravity was interpolated from observed gravity values.
 EY1602
 EY1602;                    North         East     Units Scale Factor Converg.
 EY1602;SPC NC       -   238,089.511   819,520.995   MT  0.99993147   +1 20 30.7
 EY1602;SPC NC       -   781,132.00  2,688,711.80   sFT  0.99993147   +1 20 30.7
 EY1602;UTM  18      - 3,971,279.415   348,779.902   MT  0.99988178   -0 58 54.5
 EY1602
 EY1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1602!SPC NC       -   1.00000451  x   0.99993147  =   0.99993598
 EY1602!UTM  18      -   1.00000451  x   0.99988178  =   0.99988629
 EY1602
 EY1602|---------------------------------------------------------------------|
 EY1602| PID    Reference Object                     Distance      Geod. Az  |
 EY1602|                                                           dddmmss.s |
 EY1602| EY4750 BASNIGHT RM 1                        24.080 METERS 07900     |
 EY1602| EY1601 BASNIGHT AZ MK                      APPROX. 0.6 KM 2622942.3 |
 EY1602| EY4751 BASNIGHT RM 2                        26.366 METERS 31819     |
 EY1602| EY4752 BASNIGHT RM 3                         8.697 METERS 34753     |
 EY1602|---------------------------------------------------------------------|
 EY1602
 EY1602                          SUPERSEDED SURVEY CONTROL
 EY1602
 EY1602  NAD 83(1986)-  35 52 26.75145(N)    076 40 30.40668(W) AD(       ) 2
 EY1602  NAD 83(1986)-  35 52 26.75288(N)    076 40 30.40105(W) AD(       ) 3
 EY1602  NAD 27      -  35 52 26.16800(N)    076 40 31.60800(W) AD(       ) 3
 EY1602  NAVD 88 (07/10/98)    8.03   (m)           26.3    (f) LEVELING    3  
 EY1602  NGVD 29 (??/??/92)    8.368  (m)           27.45   (f) ADJ UNCH    2 2
 EY1602
 EY1602.Superseded values are not recommended for survey control.
 EY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1602.See file dsdata.txt to determine how the superseded data were derived.
 EY1602
 EY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4878071279(NAD 83)
 EY1602_MARKER: DS = TRIANGULATION STATION DISK
 EY1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1602_STAMPING: BASNIGHT 1954
 EY1602_MARK LOGO: CGS   
 EY1602_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1602+STABILITY: SURFACE MOTION
 EY1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1602+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY1602
 EY1602  HISTORY     - Date     Condition        Report By
 EY1602  HISTORY     - 1954     MONUMENTED       CGS
 EY1602  HISTORY     - 1964     GOOD             CGS
 EY1602  HISTORY     - 1967     GOOD             USE
 EY1602  HISTORY     - 1976     GOOD             NCGS
 EY1602  HISTORY     - 1978     GOOD             NCGS
 EY1602  HISTORY     - 1979     GOOD             NGS
 EY1602  HISTORY     - 19890823 GOOD             NCGS
 EY1602
 EY1602                          STATION DESCRIPTION
 EY1602
 EY1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 EY1602'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF ROPER AND ABOUT
 EY1602'4-1/2 MILES EAST OF PLYMOUTH ON THE SOUTH RIGHT-OF-WAY OF
 EY1602'U.S. HIGHWAY 64.  IT IS 143 FEET EAST OF THE NORTHEAST CORNER
 EY1602'OF A HOUSE, 45 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND
 EY1602'A LONE 12 INCH TREE, 43 FEET SOUTH OF THE CENTER OF THE
 EY1602'HIGHWAY AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE
 EY1602'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BASNIGHT 1954.
 EY1602'
 EY1602'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF THE
 EY1602'HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EY1602'BASNIGHT NO 1 1954.
 EY1602'
 EY1602'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE
 EY1602'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED BASNIGHT
 EY1602'NO 2 1954.
 EY1602'
 EY1602'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 64,
 EY1602'3 FEET EAST OF A POWERLINE POLE AND 1 FOOT EAST OF A WHITE
 EY1602'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 EY1602'STAMPED BASNIGHT 1954.
 EY1602'
 EY1602'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 64
 EY1602'AND A RAILROAD CROSSING IN ROPER, GO WEST ON U.S. HIGHWAY 64
 EY1602'FOR 3.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED, CONTINUE
 EY1602'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EY1602'
 EY1602'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EY1602
 EY1602                          STATION RECOVERY (1964)
 EY1602
 EY1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EY1602'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 EY1602'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 EY1602'EXCEPT REFERENCE MARK NO. 2 IS NOW 12 FEET WEST OF THE
 EY1602'CENTERLINE OF A DRIVEWAY AND PROJECTS ABOUT 8 INCHES.  A STEEL
 EY1602'WITNESS POST WAS SET 1 FOOT WEST OF STATION AND ANOTHER STEEL
 EY1602'WITNESS POST WAS SET 1 FOOT EAST OF AZIMUTH MARK.
 EY1602
 EY1602                          STATION RECOVERY (1967)
 EY1602
 EY1602'RECOVERY NOTE BY US ENGINEERS 1967
 EY1602'STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED,
 EY1602'BASNIGHT 1954 SET IN CONCRETE PROJECTING 6 IN ABOVE THE GROUND.
 EY1602'
 EY1602'STATION IS 30 FT E OF EXTENSION OF CENTER LINE OF DRIVE AND
 EY1602'42 FT S OF CENTERLINE OF HIGHWAY 64 ON THE EDGE OF THE BRUSH LINE.
 EY1602'
 EY1602'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 64 AND
 EY1602'RAILROAD CROSSING IN ROPER, GO 3.4 MILES ON HIGHWAY 64 TO
 EY1602'STATION SITE ON LEFT.
 EY1602'
 EY1602'RM 1 IS A STANDARD USC AND GS DISK STAMPED, BASNIGHT 1 1954.  IT
 EY1602'IS 75 FT FROM THE STATION S 85 DEG 00 MIN W.
 EY1602'
 EY1602'RM 2 IS A STANDARD USC AND GS DISK STAMPED, BASNIGHT 2 1954.  IT
 EY1602'IS 82 FT FROM THE STATION S 36 DEG E.
 EY1602'
 EY1602'AZIMUTH MARK IS A STANDARD USC AND GS DISK STAMPED, BASNIGHT
 EY1602'1954.  IT IS 0.4 MILES FROM STATION N 85 DEG E.
 EY1602
 EY1602                          STATION RECOVERY (1976)
 EY1602
 EY1602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1602'3.4 MI W FROM ROPER.
 EY1602'TO REACH STATION FROM INTERSECTION OF US 64 WITH NC 32 IN PLYMOUTH,
 EY1602'PROCEED EASTERLY ALONG US 64 AND NC 32 FOR 4.15 MILES TO STATION ON
 EY1602'RIGHT SOUTH OF HIGHWAY AT TREE LINE, APPROXIMATELY 125 FEET SOUTH OF A
 EY1602'ONE STORY BRICK RESIDENCE AND 0.6 MILE WEST OF T INTERSECTION WITH SR
 EY1602'1329 (N).  43.3 FT. S OF CENTER LINE US 64 AND NC 32, 1.1 FT. E OF
 EY1602'WITNESS POST, 85.4 FT. SSW OF PP NO. UD-17 WITH TRANSFORMER (N OF
 EY1602'HIGHWAY), 9.1 FT. N OF 4 IN. TWIN TRUNK BIRCH WITH ALUMINUM REF. TAG.
 EY1602'DISK IS SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE
 EY1602'OF THE GROUND.
 EY1602
 EY1602                          STATION RECOVERY (1978)
 EY1602
 EY1602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY1602'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 EY1602'1967.  REFERENCE MARK 3 WAS ADDED AT THIS TIME AND A DESCRIPTION
 EY1602'WRITTEN FOR IT.  THE STATION TO AZIMUTH MARK IS NO LONGER VISIBLE
 EY1602'GROUND TO GROUND.  H.D. MCKINNEY WROTE A COMPLETE RECOVERY AT THIS
 EY1602'TIME --  SEE THAT REPORT.
 EY1602
 EY1602                          STATION RECOVERY (1979)
 EY1602
 EY1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EY1602'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION WITH THE
 EY1602'EXCEPTION OF REFERENCE MARK 2 WHICH HAS BEEN HIT AND THE CORNERS
 EY1602'OF THE MARK WERE CHIPPED AWAY.  HOWEVER THE MARK IS SOLID AND
 EY1602'WAS REPAIRED AT THIS TIME.  A REFERENCE MARK 3 WAS ESTABLISHED.  THE
 EY1602'ANGLE BETWEEN THE REFERENCE MARKS WAS MISSED BY 2 MINUTES.  THE
 EY1602'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE LONGER BY 0.037
 EY1602'METER AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LONGER
 EY1602'BY 0.006 METER.  THE AZIMUTH MARK WAS OBSTRUCTED BY TREES AT THIS
 EY1602'TIME.
 EY1602'
 EY1602'A COMPLETE NEW DESCRIPTION FOLLOWS.
 EY1602'
 EY1602'THE STATION IS ABOUT 3-1/2 MILES WEST OF ROPER, 4-1/2 MILES EAST
 EY1602'OF PLYMOUTH ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 64 AND
 EY1602'DIRECTLY ACROSS THE HIGHWAY FROM THE CENTER DOOR OF A BRICK HOUSE.
 EY1602'
 EY1602'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 EY1602'STATE HIGHWAY 32 IN PLYMOUTH, GO EAST ON HIGHWAY 64 FOR 3.15 MILES
 EY1602'TO STATE ROUTE 45 ON THE LEFT, CONTINUE EASTERLY FOR 0.75 MILE TO
 EY1602'THE AZIMUTH MARK ON THE LEFT, CONTINUE EASTERLY FOR 0.3 MILE TO
 EY1602'THE STATION ON THE RIGHT.
 EY1602'
 EY1602'THE STATION MARK IS A STANDARD DISK STAMPED---BASNIGHT 1954---SET
 EY1602'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 EY1602'GROUND.  IT IS 85.5 FEET SOUTH-SOUTHEAST OF POWERLINE POLE NUMBER
 EY1602'17, 43.3 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 9.1
 EY1602'FEET NORTH OF A TRIPLE-TRUNK BIRCH TREE AND 1.1 FEET EAST OF A
 EY1602'METAL WITNESS POST.
 EY1602'
 EY1602'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BASNIGHT NO 1 1954---
 EY1602'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 EY1602'INCHES.  IT IS 98 FEET SOUTHEAST OF THE POWERLINE POLE AND 42 FEET
 EY1602'SOUTH OF THE CENTERLINE OF HIGHWAY 64.
 EY1602'
 EY1602'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BASNIGHT NO 2 1954---
 EY1602'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 7
 EY1602'INCHES.  IT IS 69.8 FEET WEST-SOUTHWEST OF THE POWERLINE POLE,
 EY1602'45.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EY1602'BRICK HOUSE, 30.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY 64
 EY1602'AND 8.0 FEET NORTHWEST OF THE WEST END OF A CULVERT.
 EY1602'
 EY1602'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BASNIGHT 1954 NO 3
 EY1602'1978---SET IN THE TOP OF A CONCRETE POST THAT IS 10-INCHES IN
 EY1602'DIAMETER AND IS RECESSED 4-INCHES BELOW THE GROUND SURFACE.  IT
 EY1602'IT IS 121.2 FEET EAST-NORTHEAST OF A TELEPHONE POLE WITH METAL TAG,
 EY1602'59.1 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE, 24.8 FEET NORTH
 EY1602'OF THE WITNESS POST AND 14.8 FEET SOUTH OF THE CENTERLINE OF
 EY1602'HIGHWAY 64.
 EY1602'
 EY1602'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BASNIGHT 1954---SET
 EY1602'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 EY1602'INCHES.  IT IS 38.1 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 EY1602'64, 4.0 FEET EAST OF POWERLINE POLE NUMBER QQ 10 AND 1 FOOT WEST
 EY1602'OF A METAL WITNESS POST.
 EY1602
 EY1602                          STATION RECOVERY (1989)
 EY1602
 EY1602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY1602'RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 EY1602'FOUND IN GOOD CONDITION. AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 EY1602'GROUND.  REFERENCE MARKS NO. 1 AND 3 WERE FOUND DESTROYED AND DISKS
 EY1602'WERE RECLAIMED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1601 ***********************************************************************
 EY1601  DESIGNATION -  BASNIGHT AZ MK
 EY1601  PID         -  EY1601
 EY1601  STATE/COUNTY-  NC/WASHINGTON
 EY1601  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY1601
 EY1601                         *CURRENT SURVEY CONTROL
 EY1601  ___________________________________________________________________
 EY1601* NAD 83(2001)-  35 52 24.24442(N)    076 40 53.65490(W)     ADJUSTED  
 EY1601* NAVD 88     -         5.630  (meters)      18.47   (feet)  ADJUSTED  
 EY1601  ___________________________________________________________________
 EY1601  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 EY1601  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY1601  DYNAMIC HT  -           5.625 (meters)      18.45  (feet)  COMP
 EY1601  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 EY1601
 EY1601  HORZ ORDER  -  SECOND
 EY1601  VERT ORDER  -  SECOND    CLASS II
 EY1601
 EY1601.The horizontal coordinates were established by classical geodetic methods
 EY1601.and adjusted by the National Geodetic Survey in August 2005.
 EY1601
 EY1601.The orthometric height was determined by differential leveling
 EY1601.and adjusted in June 1991.
 EY1601
 EY1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1601
 EY1601.The geoid height was determined by GEOID03.
 EY1601
 EY1601.The dynamic height is computed by dividing the NAVD 88
 EY1601.geopotential number by the normal gravity value computed on the
 EY1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1601.degrees latitude (g = 980.6199 gals.).
 EY1601
 EY1601.The modeled gravity was interpolated from observed gravity values.
 EY1601
 EY1601;                    North         East     Units Scale Factor Converg.
 EY1601;SPC NC       -   237,999.006   818,939.530   MT  0.99993134   +1 20 17.3
 EY1601;SPC NC       -   780,835.07  2,686,804.11   sFT  0.99993134   +1 20 17.3
 EY1601;UTM  18      - 3,971,212.563   348,195.274   MT  0.99988396   -0 59 08.1
 EY1601
 EY1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1601!SPC NC       -   1.00000488  x   0.99993134  =   0.99993622
 EY1601!UTM  18      -   1.00000488  x   0.99988396  =   0.99988884
 EY1601
 EY1601                          SUPERSEDED SURVEY CONTROL
 EY1601
 EY1601  NAD 83(1986)-  35 52 24.25696(N)    076 40 53.66535(W) AD(       ) 2
 EY1601  NAD 83(1986)-  35 52 24.25837(N)    076 40 53.66070(W) AD(       ) 2
 EY1601  NAVD 88 (07/10/98)    5.63   (m)           18.5    (f) LEVELING    3  
 EY1601  NGVD 29 (??/??/92)    5.972  (m)           19.59   (f) ADJ UNCH    2 2
 EY1601
 EY1601.Superseded values are not recommended for survey control.
 EY1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1601.See file dsdata.txt to determine how the superseded data were derived.
 EY1601
 EY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4819571213(NAD 83)
 EY1601_MARKER: DZ = AZIMUTH MARK DISK
 EY1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1601_STAMPING: BASNIGHT 1954
 EY1601_MARK LOGO: CGS   
 EY1601_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1601+STABILITY: SURFACE MOTION
 EY1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY1601+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY1601
 EY1601  HISTORY     - Date     Condition        Report By
 EY1601  HISTORY     - 1954     MONUMENTED       CGS
 EY1601  HISTORY     - 1976     GOOD             NCGS
 EY1601  HISTORY     - 1978     GOOD             NCGS
 EY1601  HISTORY     - 19890823 GOOD             NCGS
 EY1601
 EY1601                          STATION DESCRIPTION
 EY1601
 EY1601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1601'3.9 MI E FROM PLYMOUTH.
 EY1601'TO REACH STATION FROM INTERSECTION OF US 64 WITH NC 32 IN PLYMOUTH,
 EY1601'PROCEED EASTERLY ALONG US 64 AND NC 32 FOR 3.8 MILES TO STATION ON
 EY1601'LEFT, NORTH OF HIGHWAY BESIDE PP NO. QQ10 AND APPROXIMATELY 350 FEET
 EY1601'NORTH OF TARLTON SMALLS ONE STORY BRICK RESIDENCE.  38.1 FT. N OF
 EY1601'CENTER LINE OF US 64 AND NC 32, 1.0 FT. W OF WITNESS POST, 4.0 FT. E
 EY1601'OF PP NO. QQ10 WITH ALUMINUM REF. TAG AND 124.7 FT. NE OF CENTER LINE
 EY1601'OF HIGHWAY WITH CENTER LINE OF DIRT DRIVEWAY TO SMALL RESIDENCE. DISK
 EY1601'IS SET IN TOP OF CONCRETE CYLINDER PROJECTING 4 INCHES ABOVE THE
 EY1601'SURFACE OF THE GROUND.
 EY1601
 EY1601                          STATION RECOVERY (1978)
 EY1601
 EY1601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY1601'THE STATION IS LOCATED APPROXIMATELY 3.9 MILES EAST OF PLYMOUTH.
 EY1601'
 EY1601'TO REACH THE STATION FROM THE INTERSECTION OF US 64-NC 32 WITH NC 45,
 EY1601'EAST OF PLYMOUTH, PROCEED EASTERLY ALONG US 64-NC 32 FOR 0.75 MILE TO
 EY1601'A STATION ON THE LEFT BESIDE POWER POLE QQ10, NORTH OF TARLTON SMALLS
 EY1601'BRICK RESIDENCE AND 0.50 MILE WEST OF SR 1194.
 EY1601'
 EY1601'STATION MARK IS A STANDARD CGS AZIMUTH MARK DISK STAMPED---BASNIGHT
 EY1601'1954---,SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 EY1601'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS 38.1 FEET
 EY1601'NORTH OF THE CENTERLINE OF US 64-NC 32, 1.0 FEET WEST OF A WITNESS
 EY1601'SIGN, 4.0 FEET EAST OF A POWER POLE WITH REFERENCE TAG AND 124.7 FEET
 EY1601'NORTHEAST OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND
 EY1601'SMALLS DRIVEWAY.
 EY1601
 EY1601                          STATION RECOVERY (1989)
 EY1601
 EY1601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY1601'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4750 ***********************************************************************
 EY4750  DESIGNATION -  BASNIGHT RM 1
 EY4750  PID         -  EY4750
 EY4750  STATE/COUNTY-  NC/WASHINGTON
 EY4750  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY4750
 EY4750                         *CURRENT SURVEY CONTROL
 EY4750  ___________________________________________________________________
 EY4750* NAD 83(2001)-  35 52 26.88824(N)    076 40 29.45371(W)     ADJUSTED  
 EY4750* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 EY4750  ___________________________________________________________________
 EY4750  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 EY4750  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY4750  HORZ ORDER  -  SECOND
 EY4750
 EY4750.The horizontal coordinates were established by classical geodetic methods
 EY4750.and adjusted by the National Geodetic Survey in August 2005.
 EY4750
 EY4750.The orthometric height was scaled from a topographic map.
 EY4750
 EY4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4750
 EY4750.The geoid height was determined by GEOID03.
 EY4750
 EY4750;                    North         East     Units Scale Factor Converg.
 EY4750;SPC NC       -   238,094.661   819,544.512   MT  0.99993147   +1 20 31.2
 EY4750;SPC NC       -   781,148.90  2,688,788.95   sFT  0.99993147   +1 20 31.2
 EY4750;UTM  18      - 3,971,283.607   348,803.607   MT  0.99988169   -0 58 54.0
 EY4750
 EY4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4750!SPC NC       -   1.00000451  x   0.99993147  =   0.99993598
 EY4750!UTM  18      -   1.00000451  x   0.99988169  =   0.99988620
 EY4750
 EY4750                          SUPERSEDED SURVEY CONTROL
 EY4750
 EY4750  NAD 83(1986)-  35 52 26.90050(N)    076 40 29.46438(W) AD(       ) 2
 EY4750
 EY4750.Superseded values are not recommended for survey control.
 EY4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4750.See file dsdata.txt to determine how the superseded data were derived.
 EY4750
 EY4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4880471284(NAD 83)
 EY4750_MARKER: DR = REFERENCE MARK DISK
 EY4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4750_STAMPING: BASNIGHT NO 1 1954
 EY4750_MARK LOGO: CGS   
 EY4750_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4750+STABILITY: SURFACE MOTION
 EY4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY4750+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY4750
 EY4750  HISTORY     - Date     Condition        Report By
 EY4750  HISTORY     - 1954     MONUMENTED       CGS
 EY4750  HISTORY     - 19890823 SEE DESCRIPTION  NCGS
 EY4750
 EY4750                          STATION DESCRIPTION
 EY4750
 EY4750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY4750'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4751 ***********************************************************************
 EY4751  DESIGNATION -  BASNIGHT RM 2
 EY4751  PID         -  EY4751
 EY4751  STATE/COUNTY-  NC/WASHINGTON
 EY4751  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY4751
 EY4751                         *CURRENT SURVEY CONTROL
 EY4751  ___________________________________________________________________
 EY4751* NAD 83(2007)-  35 52 27.37760(N)    076 40 31.09541(W)     ADJUSTED  
 EY4751* NAVD 88     -         7.91   (meters)      26.0    (feet)  LEVELING  
 EY4751  ___________________________________________________________________
 EY4751  EPOCH DATE  -        2002.00
 EY4751  X           -   1,192,485.073 (meters)                     COMP
 EY4751  Y           -  -5,034,872.535 (meters)                     COMP
 EY4751  Z           -   3,716,879.541 (meters)                     COMP
 EY4751  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EY4751  ELLIP HEIGHT-         -28.856 (meters)          (02/10/07) ADJUSTED
 EY4751  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY4751
 EY4751  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4751  Type    PID    Designation                      North   East  Ellip
 EY4751  -------------------------------------------------------------------
 EY4751  NETWORK EY4751 BASNIGHT RM 2                     2.10   2.02   5.92
 EY4751  -------------------------------------------------------------------
 EY4751  VERT ORDER  -  THIRD ?
 EY4751
 EY4751.The horizontal coordinates were established by GPS observations
 EY4751.and adjusted by the National Geodetic Survey in February 2007.
 EY4751
 EY4751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4751.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4751.The horizontal coordinates are valid at the epoch date displayed above.
 EY4751.The epoch date for horizontal control is a decimal equivalence
 EY4751.of Year/Month/Day.
 EY4751
 EY4751.The orthometric height was determined by differential leveling.
 EY4751.The vertical network tie was performed by a horz. field party for horz.
 EY4751.obs reductions. Reset procedures were used to establish the elevation.
 EY4751
 EY4751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4751
 EY4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4751
 EY4751.The ellipsoidal height was determined by GPS observations
 EY4751.and is referenced to NAD 83.
 EY4751
 EY4751.The geoid height was determined by GEOID03.
 EY4751
 EY4751;                    North         East     Units Scale Factor Converg.
 EY4751;SPC NC       -   238,108.774   819,502.990   MT  0.99993150   +1 20 30.3
 EY4751;SPC NC       -   781,195.20  2,688,652.73   sFT  0.99993150   +1 20 30.3
 EY4751;UTM  18      - 3,971,299.391   348,762.694   MT  0.99988185   -0 58 54.9
 EY4751
 EY4751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4751!SPC NC       -   1.00000453  x   0.99993150  =   0.99993603
 EY4751!UTM  18      -   1.00000453  x   0.99988185  =   0.99988638
 EY4751
 EY4751                          SUPERSEDED SURVEY CONTROL
 EY4751
 EY4751  NAD 83(2001)-  35 52 27.37792(N)    076 40 31.09488(W) AD(       ) 1
 EY4751  ELLIP H (03/13/03)  -28.857  (m)                       GP(       ) 4 2
 EY4751  NAD 83(1986)-  35 52 27.39028(N)    076 40 31.10573(W) AD(       ) 1
 EY4751
 EY4751.Superseded values are not recommended for survey control.
 EY4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4751.See file dsdata.txt to determine how the superseded data were derived.
 EY4751
 EY4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4876371299(NAD 83)
 EY4751_MARKER: DR = REFERENCE MARK DISK
 EY4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4751_STAMPING: BASNIGHT NO 2 1954
 EY4751_MARK LOGO: CGS   
 EY4751_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4751+STABILITY: SURFACE MOTION
 EY4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4751+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY4751
 EY4751  HISTORY     - Date     Condition        Report By
 EY4751  HISTORY     - 1954     MONUMENTED       CGS
 EY4751  HISTORY     - 19890823 GOOD             NCGS
 EY4751
 EY4751                          STATION DESCRIPTION
 EY4751
 EY4751'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY4751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4752 ***********************************************************************
 EY4752  DESIGNATION -  BASNIGHT RM 3
 EY4752  PID         -  EY4752
 EY4752  STATE/COUNTY-  NC/WASHINGTON
 EY4752  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY4752
 EY4752                         *CURRENT SURVEY CONTROL
 EY4752  ___________________________________________________________________
 EY4752* NAD 83(2001)-  35 52 27.01457(N)    076 40 30.46846(W)     ADJUSTED  
 EY4752* NAVD 88     -         8.0    (meters)      26.     (feet)  VERT ANG  
 EY4752  ___________________________________________________________________
 EY4752  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EY4752  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EY4752  HORZ ORDER  -  SECOND
 EY4752
 EY4752.The horizontal coordinates were established by classical geodetic methods
 EY4752.and adjusted by the National Geodetic Survey in August 2005.
 EY4752
 EY4752.The orthometric height was determined by vertical angle observations.
 EY4752
 EY4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4752
 EY4752.The geoid height was determined by GEOID03.
 EY4752
 EY4752;                    North         East     Units Scale Factor Converg.
 EY4752;SPC NC       -   238,097.957   819,518.974   MT  0.99993148   +1 20 30.6
 EY4752;SPC NC       -   781,159.71  2,688,705.17   sFT  0.99993148   +1 20 30.6
 EY4752;UTM  18      - 3,971,287.936   348,778.225   MT  0.99988179   -0 58 54.6
 EY4752
 EY4752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4752!SPC NC       -   1.00000451  x   0.99993148  =   0.99993599
 EY4752!UTM  18      -   1.00000451  x   0.99988179  =   0.99988630
 EY4752
 EY4752                          SUPERSEDED SURVEY CONTROL
 EY4752
 EY4752  NAD 83(1986)-  35 52 27.02734(N)    076 40 30.47941(W) AD(       ) 2
 EY4752  NAD 83(1986)-  35 52 27.02832(N)    076 40 30.47374(W) AD(       ) 2
 EY4752  NGVD 29 (12/10/90)    7.83   (m)           25.7    (f) LEVELING    3  
 EY4752
 EY4752.Superseded values are not recommended for survey control.
 EY4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4752.See file dsdata.txt to determine how the superseded data were derived.
 EY4752
 EY4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4877871288(NAD 83)
 EY4752_MARKER: DR = REFERENCE MARK DISK
 EY4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4752_STAMPING: BASNIGHT NO 3 1978
 EY4752_MARK LOGO: NGS   
 EY4752_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4752+STABILITY: SURFACE MOTION
 EY4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY4752+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY4752
 EY4752  HISTORY     - Date     Condition        Report By
 EY4752  HISTORY     - 1978     MONUMENTED       NGS
 EY4752  HISTORY     - 19890823 SEE DESCRIPTION  NCGS
 EY4752
 EY4752                          STATION DESCRIPTION
 EY4752
 EY4752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EY4752'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES EAST OF PLYMOUTH AND
 EY4752'3.4 MILES WEST OF ROPER.
 EY4752'
 EY4752'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 32 WITH
 EY4752'NC 45, EAST OF PLYMOUTH, PROCEED EAST ALONG US 64-NC 32 FOR 1.1 MILES
 EY4752'TO CREST OF A SMALL RISE AND STATION IN THE RIGHT ROAD SHOULDER,
 EY4752'ACROSS THE HIGHWAY FROM HOUSE NO 203, 0.1 MILE WEST OF SR 1194.
 EY4752'
 EY4752'STATION MARK IS A STANDARD NGS DISK STAMPED---BASNIGHT NO 3 1954
 EY4752'1978---,SET IN THE TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS
 EY4752'6 INCHES BELOW THE GROUND SURFACE.  THE MARK IS 14.8 FEET SOUTH OF THE
 EY4752'CENTERLINE OF US 64, 28.4 FEET NORTH OF WITNESS SIGN, 121.2 FEET
 EY4752'EAST-NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG AND 59.1 FEET
 EY4752'SOUTH-SOUTHWEST OF POWER POLE 17 (NORTH OF HIGHWAY) WITH REFERENCE
 EY4752'TAG.
 EY4752
 EY4752                          STATION RECOVERY (1989)
 EY4752
 EY4752'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY4752'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0404 ***********************************************************************
 EZ0404  DESIGNATION -  BASS
 EZ0404  PID         -  EZ0404
 EZ0404  STATE/COUNTY-  NC/CUMBERLAND
 EZ0404  USGS QUAD   -  VANDER (1987)
 EZ0404
 EZ0404                         *CURRENT SURVEY CONTROL
 EZ0404  ___________________________________________________________________
 EZ0404* NAD 83(2001)-  35 05 08.18847(N)    078 47 52.51900(W)     ADJUSTED  
 EZ0404* NAVD 88     -        31.873  (meters)     104.57   (feet)  ADJUSTED  
 EZ0404  ___________________________________________________________________
 EZ0404  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 EZ0404  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EZ0404  DYNAMIC HT  -          31.844 (meters)     104.47  (feet)  COMP
 EZ0404  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 EZ0404
 EZ0404  HORZ ORDER  -  SECOND
 EZ0404  VERT ORDER  -  SECOND    CLASS 0
 EZ0404
 EZ0404.The horizontal coordinates were established by classical geodetic methods
 EZ0404.and adjusted by the National Geodetic Survey in August 2005.
 EZ0404
 EZ0404.The orthometric height was determined by differential leveling
 EZ0404.and adjusted in June 1991.
 EZ0404
 EZ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0404
 EZ0404.The geoid height was determined by GEOID03.
 EZ0404
 EZ0404.The dynamic height is computed by dividing the NAVD 88
 EZ0404.geopotential number by the normal gravity value computed on the
 EZ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0404.degrees latitude (g = 980.6199 gals.).
 EZ0404
 EZ0404.The modeled gravity was interpolated from observed gravity values.
 EZ0404
 EZ0404;                    North         East     Units Scale Factor Converg.
 EZ0404;SPC NC       -   148,177.702   628,027.039   MT  0.99987677   +0 06 59.9
 EZ0404;SPC NC       -   486,146.34  2,060,452.04   sFT  0.99987677   +0 06 59.9
 EZ0404;UTM  17      - 3,884,754.817   700,750.665   MT  1.00009671   +1 15 58.2
 EZ0404
 EZ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0404!SPC NC       -   1.00000028  x   0.99987677  =   0.99987705
 EZ0404!UTM  17      -   1.00000028  x   1.00009671  =   1.00009699
 EZ0404
 EZ0404:                Primary Azimuth Mark                     Grid Az
 EZ0404:SPC NC       -  FLORIDA                                  069 13 15.1
 EZ0404:UTM  17      -  FLORIDA                                  068 04 16.8
 EZ0404
 EZ0404|---------------------------------------------------------------------|
 EZ0404| PID    Reference Object                     Distance      Geod. Az  |
 EZ0404|                                                           dddmmss.s |
 EZ0404| EZ0403 FLORIDA                             APPROX. 0.7 KM 0692015.0 |
 EZ0404|---------------------------------------------------------------------|
 EZ0404
 EZ0404                          SUPERSEDED SURVEY CONTROL
 EZ0404
 EZ0404  NAD 83(1986)-  35 05 08.19463(N)    078 47 52.52579(W) AD(       ) 2
 EZ0404  NAD 83(1986)-  35 05 08.19801(N)    078 47 52.52541(W) AD(       ) 2
 EZ0404  NAD 27      -  35 05 07.60540(N)    078 47 53.43713(W) AD(       ) 2
 EZ0404  NGVD 29 (??/??/92)   32.145  (m)          105.46   (f) ADJ UNCH    2 0
 EZ0404
 EZ0404.Superseded values are not recommended for survey control.
 EZ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0404.See file dsdata.txt to determine how the superseded data were derived.
 EZ0404
 EZ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0075184755(NAD 83)
 EZ0404_MARKER: DE = TRAVERSE STATION DISK
 EZ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0404_STAMPING: BASS 1966
 EZ0404_MARK LOGO: NCGS  
 EZ0404_PROJECTION: FLUSH
 EZ0404_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0404+STABILITY: SURFACE MOTION
 EZ0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0404+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 EZ0404
 EZ0404  HISTORY     - Date     Condition        Report By
 EZ0404  HISTORY     - 1966     MONUMENTED       NCGS
 EZ0404  HISTORY     - 1972     GOOD             NCGS
 EZ0404  HISTORY     - 19850101 GOOD             NCGS
 EZ0404  HISTORY     - 20021102 GOOD             USPSQD
 EZ0404  HISTORY     - 20060726 GOOD             USPSQD
 EZ0404
 EZ0404                          STATION DESCRIPTION
 EZ0404
 EZ0404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ0404'BASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0404'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ0404'
 EZ0404'BASS IS 5.1 MILES NE OF MARKET SQ. IN FAYETTEVILLE AND 6.7
 EZ0404'MILES ESE OF THE INTERSECTION OF NC 59 AND NC 210.  TO
 EZ0404'REACH STATION PROCEED FROM MARKET SQ. IN FAYETTEVILLE EAST
 EZ0404'ON PERSON ST. (U.S. 301A) FOR 0.8 MILES TO INTERSECTION OF
 EZ0404'NC 87 AND U.S. 301.  TURN LEFT (NORTH) AND TRAVEL NORTHEAST ON
 EZ0404'U.S. 301 (I-95) FOR 5.1 MILES TO STATION IN GRASS STRIP
 EZ0404'BETWEEN LANES OF I-95.
 EZ0404'
 EZ0404'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0404'BASS 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0404'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0404'
 EZ0404'MARK IS
 EZ0404'
 EZ0404'24.2 FT S OF SOUTH EDGE OF PAVEMENT OF S BOUND LANE OF U.S. 301
 EZ0404'
 EZ0404'12.4 FT N OF NORTH EDGE OF PAVEMENT OF N BOUND LANE OF U.S. 301
 EZ0404'
 EZ0404'28.2 FT WSW OF PAINTED TRIANGLE ON DRAIN
 EZ0404'
 EZ0404'150.0 FT N OF BILLBOARD SOUTH OF U.S. 301
 EZ0404'
 EZ0404'6.5 FT S OF C/L OF PAVED DITCH
 EZ0404'
 EZ0404'3.0 FT N OF HEDGE DIVIDING N BOUND AND S BOUND LANES
 EZ0404
 EZ0404                          STATION RECOVERY (1972)
 EZ0404
 EZ0404'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0404'5 MI ENE FROM FAYETTEVILLE.
 EZ0404'TO REACH STATION FROM JUNCTION OF I-95 AND U.S. 301 AT I-95 BRIDGE
 EZ0404'OVER SR 1838 NEAR SMALL COMMUNITY OF EASTOVER, PROCEED SW ALONG
 EZ0404'U.S. 301 FOR 0.5 MI. TO STATION ON LEFT, IN MEDIAN, 24.2 FT SSE
 EZ0404'OF S EDGE OF S BOUND LANE OF U.S. 301, 12.4 FT NNW OF N EDGE OF
 EZ0404'N BOUND LANE OF U.S. 301, 28.2 FT WSW OF CENTER OF CONCRETE DRAIN
 EZ0404'COVER, 6.5 FT S OF C/L OF PAVED DITCH, 3.0 FT N OF A HEDGE IN
 EZ0404'MEDIAN, AND 150.0 FT N OF A BILLBOARD ON S SIDE OF U.S. 301.
 EZ0404'DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW THE GROUND.
 EZ0404
 EZ0404                          STATION RECOVERY (1985)
 EZ0404
 EZ0404'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0404'RECOVERED AS DESCRIBED. LOCATED 30.3 M (99.4 FT) SOUTH-SOUTHWEST OF
 EZ0404'SOUTH LEG OF ROAD SIGN.
 EZ0404
 EZ0404                          STATION RECOVERY (2002)
 EZ0404
 EZ0404'RECOVERY NOTE BY US POWER SQUADRON 2002 (NWC)
 EZ0404'MARK IS 35.5 FEET FROM CENTER LINE OF THE SOUTH BOUND LANE OF 301.
 EZ0404'MARK IS 24 FEET FROM THE CENTER LINE OF NORTH BOUND 301
 EZ0404'301 HAS BEEN WIDENED AND MEASUREMENT FROM THE EDGE IS NO LONGER
 EZ0404'ACCURATE
 EZ0404
 EZ0404                          STATION RECOVERY (2006)
 EZ0404
 EZ0404'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2622 ***********************************************************************
 EZ2622  DESIGNATION -  BASS
 EZ2622  PID         -  EZ2622
 EZ2622  STATE/COUNTY-  NC/JOHNSTON
 EZ2622  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ2622
 EZ2622                         *CURRENT SURVEY CONTROL
 EZ2622  ___________________________________________________________________
 EZ2622* NAD 83(2001)-  35 39 32.82338(N)    078 10 51.66081(W)     ADJUSTED  
 EZ2622* NAVD 88     -        59.393  (meters)     194.86   (feet)  ADJUSTED  
 EZ2622  ___________________________________________________________________
 EZ2622  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 EZ2622  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EZ2622  DYNAMIC HT  -          59.341 (meters)     194.69  (feet)  COMP
 EZ2622  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 EZ2622
 EZ2622  HORZ ORDER  -  SECOND
 EZ2622  VERT ORDER  -  SECOND    CLASS II
 EZ2622
 EZ2622.The horizontal coordinates were established by classical geodetic methods
 EZ2622.and adjusted by the National Geodetic Survey in August 2005.
 EZ2622
 EZ2622.The orthometric height was determined by differential leveling
 EZ2622.and adjusted in June 1991.
 EZ2622
 EZ2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2622
 EZ2622.The geoid height was determined by GEOID03.
 EZ2622
 EZ2622.The dynamic height is computed by dividing the NAVD 88
 EZ2622.geopotential number by the normal gravity value computed on the
 EZ2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2622.degrees latitude (g = 980.6199 gals.).
 EZ2622
 EZ2622.The modeled gravity was interpolated from observed gravity values.
 EZ2622
 EZ2622;                    North         East     Units Scale Factor Converg.
 EZ2622;SPC NC       -   212,086.538   683,751.813   MT  0.99989779   +0 28 21.7
 EZ2622;SPC NC       -   695,820.58  2,243,275.74   sFT  0.99989779   +0 28 21.7
 EZ2622;UTM  17      - 3,949,802.106   755,190.392   MT  1.00040256   +1 38 39.3
 EZ2622
 EZ2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2622!SPC NC       -   0.99999608  x   0.99989779  =   0.99989387
 EZ2622!UTM  17      -   0.99999608  x   1.00040256  =   1.00039864
 EZ2622
 EZ2622                          SUPERSEDED SURVEY CONTROL
 EZ2622
 EZ2622  NAD 83(1986)-  35 39 32.83073(N)    078 10 51.67265(W) AD(       ) 2
 EZ2622  NAD 27      -  35 39 32.25702(N)    078 10 52.69004(W) AD(       ) 2
 EZ2622  NGVD 29 (07/19/86)   59.72   (m)          195.9    (f) LEVELING    3  
 EZ2622
 EZ2622.Superseded values are not recommended for survey control.
 EZ2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2622.See file dsdata.txt to determine how the superseded data were derived.
 EZ2622
 EZ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5519049802(NAD 83)
 EZ2622_MARKER: DE = TRAVERSE STATION DISK
 EZ2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2622_SP_SET: CONCRETE POST
 EZ2622_STAMPING: BASS 1972
 EZ2622_MARK LOGO: NCGS  
 EZ2622_PROJECTION: PROJECTING 5 CENTIMETERS
 EZ2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2622+STABILITY: SURFACE MOTION
 EZ2622
 EZ2622  HISTORY     - Date     Condition        Report By
 EZ2622  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2622  HISTORY     - 1975     MARK NOT FOUND   USGS
 EZ2622  HISTORY     - 1979     GOOD             NCGS
 EZ2622
 EZ2622                          STATION DESCRIPTION
 EZ2622
 EZ2622'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2622'BASS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2622'VICINITY OF MOORES SCHOOLHOUSE CROSSROADS, NORTH CAROLINA.
 EZ2622'
 EZ2622'BASS IS LOCATED APPROXIMATELY 2.0 MILES SOUTHWEST OF MOORES
 EZ2622'SCHOOLHOUSE CROSSROADS AND 5.5 MILES NORTHWEST OF KENLY.  TO REACH
 EZ2622'STATION FROM THE INTERSECTION OF SR 2110 WITH NC 42 AT MOORES
 EZ2622'SCHOOLHOUSE, PROCEED SOUTHWEST ALONG SR 2110 FOR 1.5 MILES TO
 EZ2622'STATION ON RIGHT, 0.1 MILE NORTH OF INTERSECTION WITH NC 222, AND ON
 EZ2622'NORTH SIDE OF CONCRETE DRIVEWAY LEADING TO BASS RESIDENCE.
 EZ2622'
 EZ2622'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BASS
 EZ2622'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ2622'INCHES ABOVE THE GROUND.
 EZ2622'
 EZ2622'MARK IS
 EZ2622'68.6 FEET W OF C/L OF SR 2110.
 EZ2622'19.5 FEET N OF C/L OF CONCRETE DRIVE.
 EZ2622'3.4 MILE W OF 16 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2622'18.9 FEET S OF 4 FOOT OAK WITH ALUMINUM REF. TAG.
 EZ2622'58.0 FEET E OF NE CORNER OF CARPORT.
 EZ2622
 EZ2622                          STATION RECOVERY (1975)
 EZ2622
 EZ2622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (RLM)
 EZ2622'NOT FOUND.  BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION OF A
 EZ2622'DRAINAGE DITCH.
 EZ2622
 EZ2622                          STATION RECOVERY (1979)
 EZ2622
 EZ2622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2622'5.4 MI NW FROM KENLY.
 EZ2622'1.45 MILES SOUTH ALONG SR 2110 FROM INTERSECTION WITH N.C. 42 AT
 EZ2622'MOORES CROSSROADS TO STATION ON THE RIGHT IN YARD OF BASS
 EZ2622'RESIDENCE AND APPROXIMATELY 700 FEET NORTH OF INTERSECTION WITH
 EZ2622'N.C. 222, 69.0 FEET WEST OF CENTERLINE OF SR 2110, 14.2 FEET NORTH
 EZ2622'OF NORTH EDGE OF CONCRETE DRIVE, 3.4 FEET WEST OF A 16 INCH PINE
 EZ2622'WITH REFERENCE TAG, 18.9 FEET SOUTH OF A 6 INCH OAK WITH REFERENCE
 EZ2622'TAG AND 58.0 FEET EAST OF NORTHEAST CORNER (WROUGHT IRON COLUMN)
 EZ2622'OF CARPORT.
 EZ2622'THE MARK IS 1 FT ABOVE CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3051 ***********************************************************************
 FB3051  DESIGNATION -  BASS
 FB3051  PID         -  FB3051
 FB3051  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3051  USGS QUAD   -  HORSE SHOE (1991)
 FB3051
 FB3051                         *CURRENT SURVEY CONTROL
 FB3051  ___________________________________________________________________
 FB3051* NAD 83(2001)-  35 17 24.58966(N)    082 37 27.84432(W)     ADJUSTED  
 FB3051* NAVD 88     -       642.7    (meters)    2109.     (feet)  VERTCON   
 FB3051  ___________________________________________________________________
 FB3051  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 FB3051  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 FB3051  HORZ ORDER  -  SECOND
 FB3051
 FB3051.The horizontal coordinates were established by classical geodetic methods
 FB3051.and adjusted by the National Geodetic Survey in August 2005.
 FB3051
 FB3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3051
 FB3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3051
 FB3051.The geoid height was determined by GEOID03.
 FB3051
 FB3051;                    North         East     Units Scale Factor Converg.
 FB3051;SPC NC       -   176,867.521   280,023.669   MT  0.99987282   -2 05 30.8
 FB3051;SPC NC       -   580,272.86    918,710.99   sFT  0.99987282   -2 05 30.8
 FB3051;UTM  17      - 3,906,431.762   352,289.234   MT  0.99986889   -0 56 19.0
 FB3051
 FB3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3051!SPC NC       -   0.99990387  x   0.99987282  =   0.99977670
 FB3051!UTM  17      -   0.99990387  x   0.99986889  =   0.99977277
 FB3051
 FB3051|---------------------------------------------------------------------|
 FB3051| PID    Reference Object                     Distance      Geod. Az  |
 FB3051|                                                           dddmmss.s |
 FB3051| FB3052 ENGLISH                             309.195 METERS 18222     |
 FB3051| FB3055 LOVE                                APPROX. 0.7 KM 3422243.1 |
 FB3051|---------------------------------------------------------------------|
 FB3051
 FB3051                          SUPERSEDED SURVEY CONTROL
 FB3051
 FB3051  NAD 83(1995)-  35 17 24.59320(N)    082 37 27.84347(W) AD(       ) 2
 FB3051  NAD 83(1986)-  35 17 24.59337(N)    082 37 27.84139(W) AD(       ) 2
 FB3051  NAD 27      -  35 17 24.17795(N)    082 37 28.39415(W) AD(       ) 2
 FB3051  NGVD 29 (07/19/86)  642.7    (m)         2109.     (f) VERT ANG    3  
 FB3051
 FB3051.Superseded values are not recommended for survey control.
 FB3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3051.See file dsdata.txt to determine how the superseded data were derived.
 FB3051
 FB3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5228906432(NAD 83)
 FB3051_MARKER: DE = TRAVERSE STATION DISK
 FB3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3051_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3051+STABILITY: SURFACE MOTION
 FB3051
 FB3051  HISTORY     - Date     Condition        Report By
 FB3051  HISTORY     - 1975     MONUMENTED       NCGS
 FB3051
 FB3051                          STATION DESCRIPTION
 FB3051
 FB3051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3051'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF PENROSE
 FB3051'AND 7.4 MILES EAST-NORTHEAST OF BREVARD.
 FB3051'
 FB3051'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 276 AND NC 280
 FB3051'NORTHEAST OF BREVARD, PROCEED EAST AND NORTHEAST ALONG US 64 FOR 5.4
 FB3051'MILES TO STATION ON THE RIGHT IN EAST SHOULDER OF HIGHWAY, 0.65 MILE
 FB3051'SOUTH OF INTERSECTION WITH SR 1503 AND SR 1502 AT BLANTYRE.
 FB3051'
 FB3051'STATION MARK IS A STANDARD DISK, STAMPED---BASS 1975---, SET IN THE
 FB3051'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 FB3051'GROUND SURFACE.  MARK IS 26.5 FEET EAST OF CENTERLINE OF US 64, 111.5
 FB3051'FEET SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF DRIVEWAY ENTRANCE
 FB3051'TO BASS LAKES AND US 64, 84.2 FEET NORTHEAST OF 5 INCH WILLOW WITH
 FB3051'REFERENCE TAG, 53.0 FEET NORTHWEST OF 8 INCH POPLAR WITH REFERENCE TAG
 FB3051'AND 24.3 FEET SOUTH-SOUTHWEST OF 10 INCH LOCUST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2259 ***********************************************************************
 EB2259  DESIGNATION -  BASS
 EB2259  PID         -  EB2259
 EB2259  STATE/COUNTY-  NC/COLUMBUS
 EB2259  USGS QUAD   -  NAKINA (1990)
 EB2259
 EB2259                         *CURRENT SURVEY CONTROL
 EB2259  ___________________________________________________________________
 EB2259* NAD 83(2001)-  34 11 52.09703(N)    078 44 21.70182(W)     ADJUSTED  
 EB2259* NAVD 88     -        29.     (meters)      95.     (feet)  VERTCON   
 EB2259  ___________________________________________________________________
 EB2259  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EB2259  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EB2259  HORZ ORDER  -  SECOND
 EB2259
 EB2259.The horizontal coordinates were established by classical geodetic methods
 EB2259.and adjusted by the National Geodetic Survey in August 2005.
 EB2259
 EB2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2259
 EB2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2259
 EB2259.The geoid height was determined by GEOID03.
 EB2259
 EB2259;                    North         East     Units Scale Factor Converg.
 EB2259;SPC NC       -    49,708.927   633,625.225   MT  1.00004029   +0 09 01.6
 EB2259;SPC NC       -   163,086.70  2,078,818.76   sFT  1.00004029   +0 09 01.6
 EB2259;UTM  17      - 3,786,398.882   708,299.974   MT  1.00013487   +1 16 15.8
 EB2259
 EB2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2259!SPC NC       -   1.00000095  x   1.00004029  =   1.00004124
 EB2259!UTM  17      -   1.00000095  x   1.00013487  =   1.00013582
 EB2259
 EB2259                          SUPERSEDED SURVEY CONTROL
 EB2259
 EB2259  NAD 83(1986)-  34 11 52.10330(N)    078 44 21.70747(W) AD(       ) 2
 EB2259  NAD 27      -  34 11 51.49474(N)    078 44 22.64386(W) AD(       ) 2
 EB2259  NGVD 29 (07/19/86)   29.     (m)           95.     (f) VERT ANG    3  
 EB2259
 EB2259.Superseded values are not recommended for survey control.
 EB2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2259.See file dsdata.txt to determine how the superseded data were derived.
 EB2259
 EB2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0830086399(NAD 83)
 EB2259_MARKER: DE = TRAVERSE STATION DISK
 EB2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2259_STAMPING: BASS 1969
 EB2259_MARK LOGO: NCGS  
 EB2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2259+STABILITY: SURFACE MOTION
 EB2259
 EB2259  HISTORY     - Date     Condition        Report By
 EB2259  HISTORY     - 1969     MONUMENTED       NCGS
 EB2259
 EB2259                          STATION DESCRIPTION
 EB2259
 EB2259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2259'BASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2259'THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2259'
 EB2259'BASS IS LOCATED APPROXIMATELY 8.7 MILES NORTHEAST OF TABOR
 EB2259'CITY AND 3.05 MILES ENE OF SIDNEY.  TO REACH STATION FROM THE
 EB2259'INTERSECTION OF U.S. 701 AND SR 1141, GO SOUTHEAST ON SR 1141
 EB2259'FOR 1.85 MILES TO T INTERSECTION OF SR 1141 AND SR
 EB2259'1161.  STATION IS IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 EB2259'
 EB2259'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2259'BASS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2259'WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2259'
 EB2259'MARK IS 39.6 FT NE OF C/L OF SR 1141
 EB2259'
 EB2259'22.2 FT SE OF C/L OF SR 1161
 EB2259'
 EB2259'72.5 FT SE OF STOP SIGN ON SR 1161 WITH ALUMINUM REF. TAG.
 EB2259'
 EB2259'101.6 FT E OF 4X4 SIGN POST LEBANON 2 - BETHEL 6 AND WITH
 EB2259'ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4118 ***********************************************************************
 EZ4118  DESIGNATION -  BASS
 EZ4118  PID         -  EZ4118
 EZ4118  STATE/COUNTY-  NC/WILSON
 EZ4118  USGS QUAD   -  LUCAMA (1978)
 EZ4118
 EZ4118                         *CURRENT SURVEY CONTROL
 EZ4118  ___________________________________________________________________
 EZ4118* NAD 83(2001)-  35 38 46.28747(N)    078 00 37.80993(W)     ADJUSTED  
 EZ4118* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 EZ4118  ___________________________________________________________________
 EZ4118  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 EZ4118  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EZ4118  HORZ ORDER  -  SECOND
 EZ4118
 EZ4118.The horizontal coordinates were established by classical geodetic methods
 EZ4118.and adjusted by the National Geodetic Survey in August 2005.
 EZ4118
 EZ4118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4118
 EZ4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4118
 EZ4118.The geoid height was determined by GEOID03.
 EZ4118
 EZ4118;                    North         East     Units Scale Factor Converg.
 EZ4118;SPC NC       -   210,793.138   699,203.961   MT  0.99989622   +0 34 16.0
 EZ4118;SPC NC       -   691,577.15  2,293,971.66   sFT  0.99989622   +0 34 16.0
 EZ4118;UTM  17      - 3,948,824.453   770,674.354   MT  1.00050293   +1 44 35.8
 EZ4118;UTM  18      - 3,948,882.558   227,423.206   MT  1.00051567   -1 45 19.9
 EZ4118
 EZ4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4118!SPC NC       -   0.99999912  x   0.99989622  =   0.99989534
 EZ4118!UTM  17      -   0.99999912  x   1.00050293  =   1.00050205
 EZ4118!UTM  18      -   0.99999912  x   1.00051567  =   1.00051479
 EZ4118
 EZ4118:                Primary Azimuth Mark                     Grid Az
 EZ4118:SPC NC       -  BIRD                                     059 36 51.8
 EZ4118:UTM  17      -  BIRD                                     058 26 32.0
 EZ4118:UTM  18      -  BIRD                                     061 56 27.7
 EZ4118
 EZ4118|---------------------------------------------------------------------|
 EZ4118| PID    Reference Object                     Distance      Geod. Az  |
 EZ4118|                                                           dddmmss.s |
 EZ4118| EZ4119 BIRD                                APPROX. 0.5 KM 0601107.8 |
 EZ4118| EZ4122 LUCAS                               APPROX. 1.1 KM 2441717.7 |
 EZ4118| EZ4117 BAPTIST                             350.608 METERS 33609     |
 EZ4118|---------------------------------------------------------------------|
 EZ4118
 EZ4118                          SUPERSEDED SURVEY CONTROL
 EZ4118
 EZ4118  NAD 83(1986)-  35 38 46.29577(N)    078 00 37.82019(W) AD(       ) 2
 EZ4118  NAD 27      -  35 38 45.72467(N)    078 00 38.86404(W) AD(       ) 2
 EZ4118  NGVD 29 (07/19/86)   40.7    (m)          134.     (f) VERT ANG    3  
 EZ4118
 EZ4118.Superseded values are not recommended for survey control.
 EZ4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4118.See file dsdata.txt to determine how the superseded data were derived.
 EZ4118
 EZ4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7067448824(NAD 83)
 EZ4118_MARKER: DE = TRAVERSE STATION DISK
 EZ4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4118_STAMPING: BASS 1967
 EZ4118_MARK LOGO: NCGS  
 EZ4118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4118+STABILITY: SURFACE MOTION
 EZ4118
 EZ4118  HISTORY     - Date     Condition        Report By
 EZ4118  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4118
 EZ4118                          STATION DESCRIPTION
 EZ4118
 EZ4118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4118'BASS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4118'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EZ4118'
 EZ4118'BASS IS LOCATED IN THE CENTER OF LUCAMA.  STATION IS IN THE
 EZ4118'SOUTH SIDE OF INTERSECTION OF SR 1651 WITH U.S. 301 NORTH BOUND
 EZ4118'LANE, AT NORTHEAST CORNER OF YARD OF BASS BROTHERS APPLIANCE STORE.
 EZ4118'
 EZ4118'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4118'BASS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4118'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4118'
 EZ4118'MARK IS
 EZ4118'
 EZ4118'32.0 FT WSW OF C/L OF SR 1651
 EZ4118'
 EZ4118'4.0 FT SW OF CONCRETE R/W POST AT WEST SIDE OF INTERSECTION
 EZ4118'OF SR 1651 WITH U.S. 301 N BOUND LANE
 EZ4118'
 EZ4118'4.7 FT SE OF S EDGE OF SE SIDE OF U.S. 301, N. BOUND LANE
 EZ4118'
 EZ4118'13.1 FT NW OF PP 3/49 WITH ALUMINUM REF. TAG, ON SW SIDE OF SR 1651
 EZ4118'
 EZ4118'18.7 FT ESE OF PP WITH STREET LIGHT ON SE SIDE OF U.S. 301
 EZ4118'N. BOUND LANE, WITH ALUMINUM REF. TAG
 EZ4118'
 EZ4118'10.5 FT SE OF WATER VALVE COVER AT SE SIDE OF U.S. 301
 EZ4118'N. BOUND LANE
 EZ4118'
 EZ4118'36.4 FT NNW OF NE CORNER OF BASS BROTHERS APPLIANCE STORE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4490 ***********************************************************************
 EZ4490  DESIGNATION -  BASS
 EZ4490  PID         -  EZ4490
 EZ4490  STATE/COUNTY-  NC/WAYNE
 EZ4490  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 EZ4490
 EZ4490                         *CURRENT SURVEY CONTROL
 EZ4490  ___________________________________________________________________
 EZ4490* NAD 83(2001)-  35 24 47.70379(N)    078 03 54.43618(W)     ADJUSTED  
 EZ4490* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 EZ4490  ___________________________________________________________________
 EZ4490  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 EZ4490  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EZ4490  HORZ ORDER  -  SECOND
 EZ4490
 EZ4490.The horizontal coordinates were established by classical geodetic methods
 EZ4490.and adjusted by the National Geodetic Survey in August 2005.
 EZ4490
 EZ4490.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4490
 EZ4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4490
 EZ4490.The geoid height was determined by GEOID03.
 EZ4490
 EZ4490;                    North         East     Units Scale Factor Converg.
 EZ4490;SPC NC       -   184,904.562   694,501.569   MT  0.99987655   +0 32 22.5
 EZ4490;SPC NC       -   606,641.05  2,278,543.90   sFT  0.99987655   +0 32 22.5
 EZ4490;UTM  17      - 3,922,829.773   766,497.722   MT  1.00047532   +1 42 06.0
 EZ4490;UTM  18      - 3,923,189.042   221,672.145   MT  1.00055477   -1 46 38.2
 EZ4490
 EZ4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4490!SPC NC       -   0.99999887  x   0.99987655  =   0.99987542
 EZ4490!UTM  17      -   0.99999887  x   1.00047532  =   1.00047419
 EZ4490!UTM  18      -   0.99999887  x   1.00055477  =   1.00055364
 EZ4490
 EZ4490                          SUPERSEDED SURVEY CONTROL
 EZ4490
 EZ4490  NAD 83(1986)-  35 24 47.71128(N)    078 03 54.44361(W) AD(       ) 2
 EZ4490  NAD 27      -  35 24 47.12831(N)    078 03 55.47533(W) AD(       ) 2
 EZ4490  NGVD 29 (07/19/86)   42.3    (m)          139.     (f) VERT ANG    3  
 EZ4490
 EZ4490.Superseded values are not recommended for survey control.
 EZ4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4490.See file dsdata.txt to determine how the superseded data were derived.
 EZ4490
 EZ4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6649822830(NAD 83)
 EZ4490_MARKER: DE = TRAVERSE STATION DISK
 EZ4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4490_STAMPING: BASS 1965
 EZ4490_MARK LOGO: NCGS  
 EZ4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4490+STABILITY: SURFACE MOTION
 EZ4490
 EZ4490  HISTORY     - Date     Condition        Report By
 EZ4490  HISTORY     - 1965     MONUMENTED       NCGS
 EZ4490  HISTORY     - 1976     SEE DESCRIPTION  NCGS
 EZ4490
 EZ4490                          STATION DESCRIPTION
 EZ4490
 EZ4490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4490'BASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4490'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EZ4490'
 EZ4490'BASS IS 4.4 MILES NW OF GOLDSBORO.  TO REACH THE STATION
 EZ4490'FROM THE CROSSING OF NC 581 AND THE SOUTHERN RR, GO EAST DOWN
 EZ4490'THE RR 0.35 MILES TO THE STATION.  TO REACH THE STATION FROM
 EZ4490'THE CROSSING OF SR 1236 AND THE RR, GO W ON THE RR 0.2 MILES
 EZ4490'TO THE STATION.  THE STATION IS LOCATED SOUTH OF RR TRACKS
 EZ4490'0.1 MILE EAST OF A CEMETERY NEAR A SWITCH BOX 2 FT X 2-1/2 FT
 EZ4490'ABOUT 2 FT HIGH.
 EZ4490'
 EZ4490'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4490'BASS 1965, SET IN THE TOP OF A CONCRETE PRECAST CYLINDER, THE TOP
 EZ4490'OF WHICH IS 1 INCH ABOVE THE GROUND.
 EZ4490'
 EZ4490'MARK IS
 EZ4490'
 EZ4490'52.5 FT SW OF TP F-52 WITH ALUMINUM REF. TAG
 EZ4490'
 EZ4490'5.8 FT S OF S RAIL
 EZ4490'
 EZ4490'1.2 FT N OF NW CORNER OF SWITCH BOX
 EZ4490'
 EZ4490'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4490
 EZ4490                          STATION RECOVERY (1976)
 EZ4490
 EZ4490'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ4490'DESTROYED.
 EZ4490'
 EZ4490'THIS STATION WAS FOUND BROKEN OFF AND PUSHED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5455 ***********************************************************************
 EZ5455  DESIGNATION -  BASS
 EZ5455  PID         -  EZ5455
 EZ5455  STATE/COUNTY-  NC/WAKE
 EZ5455  USGS QUAD   -  GREEN LEVEL (1993)
 EZ5455
 EZ5455                         *CURRENT SURVEY CONTROL
 EZ5455  ___________________________________________________________________
 EZ5455* NAD 83(2001)-  35 51 19.21299(N)    078 53 41.76769(W)     ADJUSTED  
 EZ5455* NAVD 88     -        79.9    (meters)     262.     (feet)  VERTCON   
 EZ5455  ___________________________________________________________________
 EZ5455  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 EZ5455  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EZ5455  HORZ ORDER  -  SECOND
 EZ5455
 EZ5455.The horizontal coordinates were established by classical geodetic methods
 EZ5455.and adjusted by the National Geodetic Survey in August 2005.
 EZ5455
 EZ5455.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5455
 EZ5455.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5455
 EZ5455.The geoid height was determined by GEOID03.
 EZ5455
 EZ5455;                    North         East     Units Scale Factor Converg.
 EZ5455;SPC NC       -   233,555.187   619,090.811   MT  0.99992797   +0 03 38.3
 EZ5455;SPC NC       -   766,255.64  2,031,133.77   sFT  0.99992797   +0 03 38.3
 EZ5455;UTM  17      - 3,969,949.267   690,083.896   MT  1.00004524   +1 14 00.2
 EZ5455
 EZ5455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5455!SPC NC       -   0.99999243  x   0.99992797  =   0.99992040
 EZ5455!UTM  17      -   0.99999243  x   1.00004524  =   1.00003767
 EZ5455
 EZ5455:                Primary Azimuth Mark                     Grid Az
 EZ5455:SPC NC       -  BRICK                                    009 08 57.7
 EZ5455:UTM  17      -  BRICK                                    007 58 35.8
 EZ5455
 EZ5455|---------------------------------------------------------------------|
 EZ5455| PID    Reference Object                     Distance      Geod. Az  |
 EZ5455|                                                           dddmmss.s |
 EZ5455| EZ5456 BRICK                               APPROX. 1.5 KM 0091236.0 |
 EZ5455| EZ5459 DELTA                               436.812 METERS 1734001.2 |
 EZ5455|---------------------------------------------------------------------|
 EZ5455
 EZ5455                          SUPERSEDED SURVEY CONTROL
 EZ5455
 EZ5455  NAD 83(1986)-  35 51 19.21834(N)    078 53 41.77787(W) AD(       ) 2
 EZ5455  NAD 27      -  35 51 18.69041(N)    078 53 42.75612(W) AD(       ) 2
 EZ5455  NGVD 29 (07/19/86)   80.2    (m)          263.     (f) VERT ANG    3  
 EZ5455
 EZ5455.Superseded values are not recommended for survey control.
 EZ5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5455.See file dsdata.txt to determine how the superseded data were derived.
 EZ5455
 EZ5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9008469949(NAD 83)
 EZ5455_MARKER: DE = TRAVERSE STATION DISK
 EZ5455_SETTING: 0 = UNSPECIFIED SETTING
 EZ5455_STAMPING: BASS 1961
 EZ5455_MARK LOGO: NCGS  
 EZ5455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5455
 EZ5455  HISTORY     - Date     Condition        Report By
 EZ5455  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5455
 EZ5455                          STATION DESCRIPTION
 EZ5455
 EZ5455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5455'BASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5455'VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5455'
 EZ5455'BASS IS LOCATED APPROXIMATELY 2.8 MILES NNW OF CARPENTER,
 EZ5455'N. C. AND 4.5 MILES NNW OF MORRISVILLE, NORTH CAROLINA.  TO REACH
 EZ5455'STATION PROCEED FROM THE INTERSECTION OF NC 54 AND NC 55 SOUTH
 EZ5455'ON NC 55 FOR 3.20 MILES TO STATION.  THE STATION IS LOCATED ON
 EZ5455'THE WEST SHOULDER OF NC 55.  ABOUT 90 FT NORTH OF DRIVEWAY ON
 EZ5455'EAST SIDE OF NC 55 LEADING TO BRICK RESIDENCE.
 EZ5455'
 EZ5455'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE
 EZ5455'DISK, STAMPED BASS 1961, WHICH IS 1 INCH BELOW THE SURFACE OF
 EZ5455'THE GROUND.
 EZ5455'
 EZ5455'MARK IS
 EZ5455'
 EZ5455'25.0 FT WNW OF C/L OF NC 55
 EZ5455'
 EZ5455'91.5 FT N OF C/L OF DRIVEWAY
 EZ5455'
 EZ5455'40.9 FT NE OF 10 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ5455'
 EZ5455'28.2 FT ESE OF 8 INCH HICKORY TREE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3868 ***********************************************************************
 FX3868  DESIGNATION -  BASS
 FX3868  PID         -  FX3868
 FX3868  STATE/COUNTY-  NC/CHOWAN
 FX3868  USGS QUAD   -  VALHALLA (1982)
 FX3868
 FX3868                         *CURRENT SURVEY CONTROL
 FX3868  ___________________________________________________________________
 FX3868* NAD 83(2001)-  36 10 57.19866(N)    076 43 11.42120(W)     ADJUSTED  
 FX3868* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3868  ___________________________________________________________________
 FX3868  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 FX3868  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX3868  HORZ ORDER  -  THIRD
 FX3868
 FX3868.The horizontal coordinates were established by classical geodetic methods
 FX3868.and adjusted by the National Geodetic Survey in August 2005.
 FX3868
 FX3868.The orthometric height was scaled from a topographic map.
 FX3868
 FX3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3868
 FX3868.The geoid height was determined by GEOID03.
 FX3868
 FX3868;                    North         East     Units Scale Factor Converg.
 FX3868;SPC NC       -   272,212.314   814,696.936   MT  1.00000447   +1 18 57.7
 FX3868;SPC NC       -   893,083.23  2,672,884.86   sFT  1.00000447   +1 18 57.7
 FX3868;UTM  18      - 4,005,567.333   345,345.914   MT  0.99989471   -1 00 55.9
 FX3868
 FX3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3868!SPC NC       -   1.00000544  x   1.00000447  =   1.00000991
 FX3868!UTM  18      -   1.00000544  x   0.99989471  =   0.99990015
 FX3868
 FX3868|---------------------------------------------------------------------|
 FX3868| PID    Reference Object                     Distance      Geod. Az  |
 FX3868|                                                           dddmmss.s |
 FX3868| FX4560 BASS RM 1                             1.520 METERS 09751     |
 FX3868| FX4561 BASS WM 1                                          17308     |
 FX3868| FX3879 WHITE                               APPROX. 1.8 KM 1864537.9 |
 FX3868|---------------------------------------------------------------------|
 FX3868
 FX3868                          SUPERSEDED SURVEY CONTROL
 FX3868
 FX3868  NAD 83(1993)-  36 10 57.20463(N)    076 43 11.43228(W) AD(       ) 3
 FX3868  NAD 83(1986)-  36 10 57.20732(N)    076 43 11.43564(W) AD(       ) 3
 FX3868  NAD 27      -  36 10 56.64400(N)    076 43 12.62800(W) AD(       ) 3
 FX3868
 FX3868.Superseded values are not recommended for survey control.
 FX3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3868.See file dsdata.txt to determine how the superseded data were derived.
 FX3868
 FX3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4534605567(NAD 83)
 FX3868_MARKER: DS = TRIANGULATION STATION DISK
 FX3868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX3868_SP_SET: PREFABRICATED CONCRETE POST
 FX3868
 FX3868  HISTORY     - Date     Condition        Report By
 FX3868  HISTORY     - 1932     MONUMENTED       CGS
 FX3868  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3868
 FX3868                          STATION DESCRIPTION
 FX3868
 FX3868'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3868'ON EAST SIDE OF CHOWAN RIVER ABOUT 200 METERS (656 FEET) SOUTH OF
 FX3868'BASS LANDING, 75 METERS (246 FEET) WEST OF SHORE LINE, AND 1.5
 FX3868'METERS (5 FEET) WEST OF 18 INCH CYPRESS STANDING IN ABOUT 3 FEET
 FX3868'OF WATER.  STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE IN
 FX3868'A 3 INCH GALVANIZED IRON PIPE DRIVEN INTO GROUND.  REFERENCE MARK
 FX3868'NO.1 IS IN TREE 1.52 METERS (5.0 FEET) FROM STATION IN BEARING S
 FX3868'82 DEG 9 MIN E.  WITNESS MARK IS TRIANGULAR BLAZED 3 FOOT CYPRESS
 FX3868'12.50 METERS (41.0 FEET) FROM STATION IN BEARING S 6 DEG 52 MIN E.
 FX3868
 FX3868                          STATION RECOVERY (1963)
 FX3868
 FX3868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3868'STATION SEARCHED FOR BUT NOT RECOVERED.  BOTH REFERENCE MARK NO 1
 FX3868'AND THE WITNESS MARK WERE RECOVERED AS DESCRIBED.  THE
 FX3868'MEASUREMENTS AND BEARINGS FROM THE RMS TO THE STATION SHOWS THE
 FX3868'STATION TO HAVE BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3786 ***********************************************************************
 EB3786  DESIGNATION -  BASS
 EB3786  PID         -  EB3786
 EB3786  STATE/COUNTY-  NC/ROBESON
 EB3786  USGS QUAD   -  GADDYSVILLE (1962)
 EB3786
 EB3786                         *CURRENT SURVEY CONTROL
 EB3786  ___________________________________________________________________
 EB3786* NAD 83(2001)-  34 23 56.17363(N)    079 07 33.23790(W)     ADJUSTED  
 EB3786* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 EB3786  ___________________________________________________________________
 EB3786  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 EB3786  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EB3786  HORZ ORDER  -  SECOND
 EB3786
 EB3786.The horizontal coordinates were established by classical geodetic methods
 EB3786.and adjusted by the National Geodetic Survey in August 2005.
 EB3786
 EB3786.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3786
 EB3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3786
 EB3786.The geoid height was determined by GEOID03.
 EB3786
 EB3786;                    North         East     Units Scale Factor Converg.
 EB3786;SPC NC       -    71,996.132   598,024.891   MT  0.99998248   -0 04 21.6
 EB3786;SPC NC       -   236,207.31  1,962,020.00   sFT  0.99998248   -0 04 21.6
 EB3786;UTM  17      - 3,807,982.785   672,267.070   MT  0.99996580   +1 03 32.5
 EB3786
 EB3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3786!SPC NC       -   1.00000072  x   0.99998248  =   0.99998320
 EB3786!UTM  17      -   1.00000072  x   0.99996580  =   0.99996652
 EB3786
 EB3786                          SUPERSEDED SURVEY CONTROL
 EB3786
 EB3786  NAD 83(1986)-  34 23 56.20806(N)    079 07 33.28723(W) AD(       ) 2
 EB3786  NGVD 29 (04/22/91)   29.2    (m)           96.     (f) VERT ANG    3  
 EB3786
 EB3786.Superseded values are not recommended for survey control.
 EB3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3786.See file dsdata.txt to determine how the superseded data were derived.
 EB3786
 EB3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7226707983(NAD 83)
 EB3786_MARKER: DE = TRAVERSE STATION DISK
 EB3786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3786_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3786+STABILITY: SURFACE MOTION
 EB3786
 EB3786  HISTORY     - Date     Condition        Report By
 EB3786  HISTORY     - 1977     MONUMENTED       NCGS
 EB3786
 EB3786                          STATION DESCRIPTION
 EB3786
 EB3786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3786'THE STATION IS LOCATED APPROXIMATELY 6.7 MILES SOUTH OF FAIRMONT AND
 EB3786'2.0 MILES NORTH OF MARIETTA.
 EB3786'
 EB3786'THE STATION IS AT THE SOUTHMOST JUNCTION OF NC 41 AND NC 904 SOUTH OF
 EB3786'FAIRMONT AND IN THE SOUTH QUADRANT.
 EB3786'
 EB3786'STATION MARK IS A STANDARD DISK STAMPED---BASS 1977---SET IN THE TOP
 EB3786'OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 EB3786'THE MARK IS 81.2 FEET SOUTHEAST OF CENTERLINE OF NC 41, 48.2 FEET
 EB3786'SOUTHWEST OF CENTERLINE OF NC 904, 40.0 FEET NORTHEAST OF A 6 INCH
 EB3786'POST WITH REFERENCE TAG, 70.2 FEET NORTHWEST OF A METAL NC 904 SIGN
 EB3786'POST, 57.6 FEET SOUTHWEST OF KEEP RIGHT SIGN POST WITH REFERENCE TAG
 EB3786'AND 101.2 FEET SOUTH OF A METAL STOP SIGN IN TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2874 ***********************************************************************
 AB2874  DESIGNATION -  BASS
 AB2874  PID         -  AB2874
 AB2874  STATE/COUNTY-  NC/CHATHAM
 AB2874  USGS QUAD   -  GREEN LEVEL (1993)
 AB2874
 AB2874                         *CURRENT SURVEY CONTROL
 AB2874  ___________________________________________________________________
 AB2874* NAD 83(2001)-  35 49 48.98095(N)    078 57 48.59898(W)     ADJUSTED  
 AB2874* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 AB2874  ___________________________________________________________________
 AB2874  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 AB2874  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AB2874  HORZ ORDER  -  SECOND
 AB2874
 AB2874.The horizontal coordinates were established by classical geodetic methods
 AB2874.and adjusted by the National Geodetic Survey in August 2005.
 AB2874
 AB2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2874
 AB2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2874
 AB2874.The geoid height was determined by GEOID03.
 AB2874
 AB2874;                    North         East     Units Scale Factor Converg.
 AB2874;SPC NC       -   230,769.924   612,899.005   MT  0.99992346   +0 01 15.8
 AB2874;SPC NC       -   757,117.66  2,010,819.49   sFT  0.99992346   +0 01 15.8
 AB2874;UTM  17      - 3,967,037.626   683,949.713   MT  1.00001697   +1 11 32.9
 AB2874
 AB2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2874!SPC NC       -   0.99999322  x   0.99992346  =   0.99991668
 AB2874!UTM  17      -   0.99999322  x   1.00001697  =   1.00001019
 AB2874
 AB2874                          SUPERSEDED SURVEY CONTROL
 AB2874
 AB2874  NAD 83(1986)-  35 49 48.98560(N)    078 57 48.60824(W) AD(       ) 2
 AB2874  NGVD 29 (04/29/96)   75.0    (m)          246.     (f) VERT ANG    3  
 AB2874
 AB2874.Superseded values are not recommended for survey control.
 AB2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2874.See file dsdata.txt to determine how the superseded data were derived.
 AB2874
 AB2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8395067038(NAD 83)
 AB2874_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2874_STAMPING: BASS 1984
 AB2874_MARK LOGO: NCGS  
 AB2874_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2874+STABILITY: SURFACE MOTION
 AB2874
 AB2874  HISTORY     - Date     Condition        Report By
 AB2874  HISTORY     - 1984     MONUMENTED       NCGS
 AB2874
 AB2874                          STATION DESCRIPTION
 AB2874
 AB2874'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2874'STATION IS LOCATED ABOUT 15.0 KM (9.3 MI) NORTHWEST OF APEX AND 22.8
 AB2874'KM (14.2 MI) EAST-NORTHEAST OF PITTSBORO.$ALONG NC 751 FOR 4.5 KM (2.8
 AB2874'MI) SOUTH FROM THE CHATHAM-DURHAM COUNTY LINE, OR ABOUT 650 FEET NORTH
 AB2874'OF NORTHEAST CREEK BRIDGE.$MARK IS LEVEL WITH HIGHWAY AND RECESSED 1
 AB2874'INCH BELOW GROUND.  LOCATED 5.5 M (18.0 FT) EAST FROM THE CENTERLINE
 AB2874'OF HIGHWAY, 178.0 M (584.0 FT) NORTH FROM THE NORTH END OF EAST BRIDGE
 AB2874'RAIL POST, 1.0 M (3.3 FT) WEST-NORTHWEST FROM THE GUARD RAIL, AND 2.7
 AB2874'M (8.9 FT) WEST-SOUTHWEST FROM A POWER POLE (1863) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8034 ***********************************************************************
 AF8034  DESIGNATION -  BASS
 AF8034  PID         -  AF8034
 AF8034  STATE/COUNTY-  NC/NASH
 AF8034  USGS QUAD   -  MIDDLESEX (1978)
 AF8034
 AF8034                         *CURRENT SURVEY CONTROL
 AF8034  ___________________________________________________________________
 AF8034* NAD 83(2001)-  35 51 29.28489(N)    078 11 34.68994(W)     ADJUSTED  
 AF8034* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 AF8034  ___________________________________________________________________
 AF8034  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AF8034  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 AF8034  HORZ ORDER  -  SECOND
 AF8034
 AF8034.The horizontal coordinates were established by classical geodetic methods
 AF8034.and adjusted by the National Geodetic Survey in August 2005.
 AF8034
 AF8034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8034
 AF8034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8034
 AF8034.The geoid height was determined by GEOID03.
 AF8034
 AF8034;                    North         East     Units Scale Factor Converg.
 AF8034;SPC NC       -   234,156.853   682,490.157   MT  0.99992848   +0 27 56.9
 AF8034;SPC NC       -   768,229.61  2,239,136.46   sFT  0.99992848   +0 27 56.9
 AF8034;UTM  17      - 3,971,852.585   753,475.408   MT  1.00039178   +1 38 42.6
 AF8034
 AF8034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8034!SPC NC       -   0.99999138  x   0.99992848  =   0.99991986
 AF8034!UTM  17      -   0.99999138  x   1.00039178  =   1.00038315
 AF8034
 AF8034                          SUPERSEDED SURVEY CONTROL
 AF8034
 AF8034  NAD 83(1986)-  35 51 29.29153(N)    078 11 34.70120(W) AD(       ) 2
 AF8034  NGVD 29 (06/05/98)   89.5    (m)          294.     (f) VERT ANG    3  
 AF8034
 AF8034.Superseded values are not recommended for survey control.
 AF8034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8034.See file dsdata.txt to determine how the superseded data were derived.
 AF8034
 AF8034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5347571853(NAD 83)
 AF8034_MARKER: DE = TRAVERSE STATION DISK
 AF8034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8034_STAMPING: BASS 1983
 AF8034_MARK LOGO: NCGS  
 AF8034_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8034+STABILITY: SURFACE MOTION
 AF8034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8034+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AF8034
 AF8034  HISTORY     - Date     Condition        Report By
 AF8034  HISTORY     - 1983     MONUMENTED       NCGS
 AF8034  HISTORY     - 20050417 GOOD             USPSQD
 AF8034
 AF8034                          STATION DESCRIPTION
 AF8034
 AF8034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8034'STATION IS LOCATED ABOUT 1.45 KM (0.90 MI) WEST OF SAMARIA AND 12.2 KM
 AF8034'(7.60 MI) SOUTHWEST OF SPRING HOPE. ALONG NC 97 FOR 1.3 KM (0.80 MI)
 AF8034'WEST OF NC 231 (IN SAMARIA), ON THE PROLONGATION OF THE WEST SIDE OF
 AF8034'W. BASS WHITE FRAME RESIDENCE, OR 0.1 KM (0.05 MI) WEST FROM SR
 AF8034'1151. MARK IS RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH
 AF8034'HIGHWAY. LOCATED 4 M (13.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AF8034'18.6 M (61.0 FT) WEST-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT,
 AF8034'15.3 M (50.2 FT) WEST OF A MAILBOX POST, 16.8 M (55.1 FT)
 AF8034'NORTH-NORTHEAST OF A TELEPHONE PEDESTAL (59S)--AND 2.0 M (6.6 FT) EAST
 AF8034'OF A REFLECTOR POST, 12.3 M (40.4 FT) SOUTHWEST OF A POWER POLE WITH A
 AF8034'TRANSFORMER--BOTH WITH REFERENCE TAGS.
 AF8034
 AF8034                          STATION RECOVERY (2005)
 AF8034
 AF8034'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9034 ***********************************************************************
 AF9034  DESIGNATION -  BASS
 AF9034  PID         -  AF9034
 AF9034  STATE/COUNTY-  NC/HYDE
 AF9034  USGS QUAD   -  ENGELHARD EAST (1983)
 AF9034
 AF9034                         *CURRENT SURVEY CONTROL
 AF9034  ___________________________________________________________________
 AF9034* NAD 83(2001)-  35 30 55.89458(N)    075 59 31.60504(W)     ADJUSTED  
 AF9034* NAVD 88     -         1.3    (meters)       4.     (feet)  VERT ANG  
 AF9034  ___________________________________________________________________
 AF9034  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AF9034  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 AF9034  HORZ ORDER  -  SECOND
 AF9034
 AF9034.The horizontal coordinates were established by classical geodetic methods
 AF9034.and adjusted by the National Geodetic Survey in August 2005.
 AF9034
 AF9034.The orthometric height was determined by vertical angle observations.
 AF9034
 AF9034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9034
 AF9034.The geoid height was determined by GEOID03.
 AF9034
 AF9034;                    North         East     Units Scale Factor Converg.
 AF9034;SPC NC       -   199,983.662   882,378.870   MT  0.99988315   +1 44 09.8
 AF9034;SPC NC       -   656,113.06  2,894,938.01   sFT  0.99988315   +1 44 09.8
 AF9034;UTM  18      - 3,930,667.898   410,038.085   MT  0.99969973   -0 34 35.0
 AF9034
 AF9034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9034!SPC NC       -   1.00000586  x   0.99988315  =   0.99988901
 AF9034!UTM  18      -   1.00000586  x   0.99969973  =   0.99970559
 AF9034
 AF9034                          SUPERSEDED SURVEY CONTROL
 AF9034
 AF9034  NAD 83(1986)-  35 30 55.90852(N)    075 59 31.61107(W) AD(       ) 2
 AF9034
 AF9034.Superseded values are not recommended for survey control.
 AF9034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9034.See file dsdata.txt to determine how the superseded data were derived.
 AF9034
 AF9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1003830668(NAD 83)
 AF9034_MARKER: DE = TRAVERSE STATION DISK
 AF9034_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF9034_SP_SET: CURB
 AF9034_STAMPING: BASS 1982
 AF9034_MARK LOGO: NCGS  
 AF9034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9034
 AF9034  HISTORY     - Date     Condition        Report By
 AF9034  HISTORY     - 1982     MONUMENTED       NCGS
 AF9034
 AF9034                          STATION DESCRIPTION
 AF9034
 AF9034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9034'STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTH-NORTHEAST OF
 AF9034'ENGLEHARD. ALONG US 264 FOR 1.3 KM (0.80 MI) EAST FROM SR 1103 (IN
 AF9034'ENGLEHARD), AT SR 1315, IN THE CIRCULAR CURB AT THE NORTHWEST END OF
 AF9034'THE BRIDGE. MARK IS SET FLUSH IN A DRILLED HOLE.  LOCATED 5.0 M (16.4
 AF9034'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.6 M (21.7 FT)
 AF9034'NORTHEAST OF THE CENTERLINE OF SR 1315, 2.0 M (6.6 FT) SOUTHWEST OF
 AF9034'THE NORTHWEST CORNER OF THE BRIDGE, 0.5 METERS (1.6 FT) EAST OF THE
 AF9034'WEST END OF THE CIRCULAR CURB, AND 18.9 M (62.0 FT) NORTH OF A POWER
 AF9034'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1800 ***********************************************************************
 EA1800  DESIGNATION -  BAT
 EA1800  PID         -  EA1800
 EA1800  STATE/COUNTY-  NC/CARTERET
 EA1800  USGS QUAD   -  BEAUFORT (1987)
 EA1800
 EA1800                         *CURRENT SURVEY CONTROL
 EA1800  ___________________________________________________________________
 EA1800* NAD 83(2001)-  34 42 08.37942(N)    076 43 13.53991(W)     ADJUSTED  
 EA1800* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1800  ___________________________________________________________________
 EA1800  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EA1800  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1800  HORZ ORDER  -  THIRD
 EA1800
 EA1800.The horizontal coordinates were established by classical geodetic methods
 EA1800.and adjusted by the National Geodetic Survey in August 2005.
 EA1800
 EA1800.The orthometric height was scaled from a topographic map.
 EA1800
 EA1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1800
 EA1800.The geoid height was determined by GEOID03.
 EA1800
 EA1800;                    North         East     Units Scale Factor Converg.
 EA1800;SPC NC       -   108,040.500   818,414.573   MT  0.99991826   +1 18 56.5
 EA1800;SPC NC       -   354,462.87  2,685,081.81   sFT  0.99991826   +1 18 56.5
 EA1800;UTM  18      - 3,841,380.167   342,433.308   MT  0.99990601   -0 58 46.8
 EA1800
 EA1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1800!SPC NC       -   1.00000561  x   0.99991826  =   0.99992387
 EA1800!UTM  18      -   1.00000561  x   0.99990601  =   0.99991162
 EA1800
 EA1800:                Primary Azimuth Mark                     Grid Az
 EA1800:SPC NC       -  MOREHEAD CITY STANDPIPE                  025 48 13.0
 EA1800:UTM  18      -  MOREHEAD CITY STANDPIPE                  028 05 56.3
 EA1800
 EA1800|---------------------------------------------------------------------|
 EA1800| PID    Reference Object                     Distance      Geod. Az  |
 EA1800|                                                           dddmmss.s |
 EA1800| EA1883 MOREHEAD CITY STANDPIPE             APPROX. 2.4 KM 0270709.5 |
 EA1800| EA1866 MOREHEAD CITY ATL HOTEL NW CUP      APPROX. 2.4 KM 0333140.7 |
 EA1800| EA1867 MOREHEAD CITY ATL HOTEL SE CUP      APPROX. 2.4 KM 0335453.2 |
 EA1800| EA1821 BEAUFORT US BIOLOGICAL STA FP       APPROX. 4.8 KM 0671216.1 |
 EA1800| EA1806 BEAUFORT COURTHOUSE CUPOLA          APPROX. 5.6 KM 0695410.8 |
 EA1800| EA1818 BEAUFORT MUNICIPAL TANK             APPROX. 5.5 KM 0702323.3 |
 EA1800| EA1856 GAR                                 APPROX. 3.7 KM 1005751.1 |
 EA1800| EA1865 MONEY                                10.030 METERS 16513     |
 EA1800| EA3190 BAT RM 1                              6.363 METERS 18520     |
 EA1800| EA1828 CASH                                APPROX. 1.5 KM 2775422.8 |
 EA1800| EA3191 BAT RM 2                             14.800 METERS 27756     |
 EA1800| EA1971 MOREHEAD CITY CAMP GLEN TK CAR      APPROX. 4.1 KM 3063550.8 |
 EA1800| EA1961 FLAG                                APPROX. 4.0 KM 3071421.7 |
 EA1800| EA1927 BEACON D                            APPROX. 2.2 KM 3165500.7 |
 EA1800| EA1830 CHIM                                APPROX. 2.7 KM 3234504.0 |
 EA1800| EA1914 THIN                                APPROX. 2.8 KM 3240907.5 |
 EA1800|---------------------------------------------------------------------|
 EA1800
 EA1800                          SUPERSEDED SURVEY CONTROL
 EA1800
 EA1800  NAD 83(1986)-  34 42 08.38864(N)    076 43 13.54670(W) AD(       ) 3
 EA1800  NAD 27      -  34 42 07.81025(N)    076 43 14.78899(W) AD(       ) 3
 EA1800
 EA1800.Superseded values are not recommended for survey control.
 EA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1800.See file dsdata.txt to determine how the superseded data were derived.
 EA1800
 EA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4243341380(NAD 83)
 EA1800_MARKER: DS = TRIANGULATION STATION DISK
 EA1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1800
 EA1800  HISTORY     - Date     Condition        Report By
 EA1800  HISTORY     - 1927     MONUMENTED       CGS
 EA1800  HISTORY     - 1933     GOOD             CGS
 EA1800  HISTORY     - 1946     GOOD             CGS
 EA1800  HISTORY     - 1960     GOOD             CGS
 EA1800  HISTORY     - 1962     GOOD             CGS
 EA1800  HISTORY     - 1965     GOOD             CGS
 EA1800  HISTORY     - 1967     GOOD             CGS
 EA1800  HISTORY     - 1974     GOOD             NGS
 EA1800  HISTORY     - 1976     GOOD             ALSTER
 EA1800  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1800
 EA1800                          STATION DESCRIPTION
 EA1800
 EA1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1800'THIS IS A THIRD-ORDER STATION ON THE S SHORE OF BOGUE SOUND.  IT
 EA1800'IS 1-1/2 MILES S OF THE MOREHEAD CITY WATER STANDPIPE AND 1/2
 EA1800'MILE E OF THE WATER END OF THE WHARF LEADING TO OCEAN BEACH.  THE
 EA1800'STATION IS ON A HEAVILY WOODED NECK OF LAND EXTENDING INTO THE
 EA1800'MARSH.  FROM THE WATER THIS POINT IS THE HIGHEST AND MOST
 EA1800'PROMINENT OF ALL POINTS ON MONEY ISLAND BAY E OF THE OCEAN BEACH
 EA1800'WHARF.  THE STATION IS ABOUT 80 METERS SW FROM THE SHORE END OF
 EA1800'A GROUP OF PILES IN THE MARSH WHICH WERE ONCE PART OF THE
 EA1800'WHARF LEADING TO A PAVILION ON THE OUTSIDE BEACH.  THE MARK IS
 EA1800'NOT ON THE HIGHEST POINT BUT IS IN THE HARD GROUND ON THE
 EA1800'EDGE OF THE WOODS AND ABOUT 10 METERS N OF THE HIGHEST
 EA1800'POINT.  IT IS 2 METERS INSHORE FROM THE HIGH-WATER LINE.
 EA1800'
 EA1800'THE SURFACE MARK IS A STANDARD STATION DISK, STAMPED BAT 1927,
 EA1800'EMBEDDED IN THE SURFACE OF A BLOCK OF CONCRETE WHICH IS ABOUT
 EA1800'10 INCHES SQUARE AT THE TOP AND 28 INCHES IN HEIGHT.  THE SURFACE
 EA1800'OF THE MARK IS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1800'
 EA1800'THE UNDERGROUND MARK IS A STANDARD STATION DISK, STAMPED BAT 1927,
 EA1800'EMBEDDED IN THE SURFACE OF A BLOCK OF CONCRETE WHICH IS ABOUT 14
 EA1800'INCHES IN DIAMETER, 6 INCHES IN HEIGHT AND 30 INCHES BELOW THE
 EA1800'SURFACE OF THE GROUND.  A 4-INCH CUSHION OF SAND SEPARATES THE
 EA1800'SURFACE OF THE UNDERGROUND MARK FROM THE BOTTOM OF THE SURFACE
 EA1800'MARK.
 EA1800'
 EA1800'REFERENCE MARK NO. 1 IS THE CENTER OF A WOODEN PEG, 1/2 INCH
 EA1800'IN DIAMETER AND 1-1/2 INCHES IN LENGTH, EMBEDDED IN THE SURFACE
 EA1800'OF A CONCRETE BLOCK WHICH IS ABOUT 10 INCHES SQUARE AT THE
 EA1800'TOP AND 30 INCHES IN HEIGHT.  THE MARK EXTENDS ABOUT 2 INCHES
 EA1800'ABOVE THE SURFACE OF THE GROUND.  ON THE SURFACE OF THE CONCRETE
 EA1800'BLOCK THERE IS INSCRIBED AN ARROW POINTING TO THE STATION AND
 EA1800'THE LETTERING REF. 1-1927.
 EA1800'
 EA1800'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1.  IT IS
 EA1800'LETTERED REF. 2-1927.
 EA1800'
 EA1800'STATION MONEY WAS NOT USED IN THE SCHEME OF TRIANGULATION BECUASE
 EA1800'IT WAS NOT RECOVERED UNTIL AFTER STATION BAT HAD BEEN ESTABLISHED.
 EA1800'
 EA1800'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.0 METERS.
 EA1800
 EA1800                          STATION RECOVERY (1933)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA1800'THE STATION IS ON THE S SHORE OF BOGUE SOUND ABOUT 1-1/2 MILES
 EA1800'S OF MOREHEAD CITY WATER STANDPIPE.  IT IS ON A HEAVILY WOODED
 EA1800'NECK OF LAND EXTENDING OUT INTO THE MARSH.  FROM THE WATER THIS
 EA1800'POINT IS THE HIGHEST AND MOST PROMINENT POINT ON THE EASTERN
 EA1800'SIDE OF MONEY ISLAND BAY.  THE STATION IS NOT ON THE HIGHEST
 EA1800'POINT BUT IS IN THE HARD GROUND AT THE EDGE OF THE WOODS, 2
 EA1800'METERS INSHORE FROM THE HIGH-WATER LINE.
 EA1800'
 EA1800'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 EA1800'CONCRETE.
 EA1800'
 EA1800'REFERENCE MARK NO. 1 IS THE CENTER OF A WOODEN PEG 1/2 INCH
 EA1800'IN DIAMETER AND 1-1/2 INCHES IN LENGTH, EMBEDDED IN THE SURFACE
 EA1800'OF A CONCRETE BLOCK 10 INCHES SQUARE AND 30 INCHES IN HEIGHT
 EA1800'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  ON THE
 EA1800'SURFACE OF THE BLOCK IS INSCRIBED AN ARROW POINTING TOWARD THE
 EA1800'STATION AND THE LETTERING REF. 1 1927.
 EA1800'
 EA1800'REFERENCE MARK NO. 2 IS SIMILAR TO REFERENCE MARK NO. 1.
 EA1800'
 EA1800'THE STATION WAS USED IN THE 1933 SCHEME.
 EA1800
 EA1800                          STATION RECOVERY (1946)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1800'STATION RECOVERED IN GOOD CONDITION.  RM 1 FOUND LAYING ON
 EA1800'ITS SIDE.  DISTANCE TO RM 2 MEASURED AND FOUND TO BE CORRECT.  THE
 EA1800'ORIGINAL DESCRIPTION AND 1933 RECOVERY NOTE ARE ADEQUATE.
 EA1800
 EA1800                          STATION RECOVERY (1960)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (KAM)
 EA1800'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL
 EA1800'DESCRIPTION IS ADEQUATE, EXCEPT THAT THE STATION MARK IS NOW
 EA1800'ON THE MEAN HIGH WATER LINE, ABOUT 18 FEET NORTH OF THE NORTH
 EA1800'EDGE OF THE WOODS, AND 25 FEET SOUTH OF THE APPARENT
 EA1800'SHORELINE.  R.M. 2 IS IN THE MARSH, ABOUT 22 FEET NORTH OF THE
 EA1800'NORTH EDGE OF THE WOODS.
 EA1800
 EA1800                          STATION RECOVERY (1962)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA1800'THIS STATION WAS RECOVERED AS DESCRIBED.  IT IS LOCATED TO THE
 EA1800'NORTH OF A HIGH WOODED POINT AND IS ABOUT 20 FEET FROM HIGH
 EA1800'WATER LINE.  THERE ARE THREE POSTS AT THE EDGE OF HIGH-WATER
 EA1800'LINE NEAR THE STATION SITE.  STATION MONEY WAS FOUND LYING ON
 EA1800'TOP OF THE GROUND NEAR THE SITE.  ONE REFERENCE MARK (PROBABLY
 EA1800'R.M. NO. 1) WAS FOUND LYING ON ITS SIDE.  R.M. NO. 2 WAS NOT
 EA1800'RECOVERED.
 EA1800
 EA1800                          STATION RECOVERY (1965)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1800'THE STATION MARK AND R.M. NO. 2 WERE RECOVERED IN GOOD
 EA1800'CONDITION.  R. M. NO. 1 WAS FOUND DESTROYED IN 1946.
 EA1800'
 EA1800'THE ORIGINAL DESCRIPTION BY F.L.P. IN 1927 IS ADEQUATE FOR
 EA1800'RECOVERY.
 EA1800'
 EA1800'THE ROW OF PILING AND THE PAVILION ARE NO LONGER IN EXISTENCE.
 EA1800'
 EA1800'STATION IS ON THE INSHORE MARSH LINE, 32.0 FEET SOUTH OF
 EA1800'APPARENT SHORE LINE AND 5.0 FEET SOUTH OF A WITNESS POST.
 EA1800
 EA1800                          STATION RECOVERY (1967)
 EA1800
 EA1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 EA1800'THE STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  REFERENCE
 EA1800'MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED AFTER A SHORT SEARCH.  A
 EA1800'REVISED DESCRIPTION FOLLOWS--
 EA1800'
 EA1800'LOCATED ON THE SOUTH SHORE OF BOGUE SOUND ABOUT 1-1/2 MILES
 EA1800'SOUTHWEST OF THE MOREHEAD CITY STANDPIPE ON THE SOUTHWEST SIDE
 EA1800'OF ALLEN SLOUGH.  IT STANDS IN FRONT OF THE HIGHEST AND MOST
 EA1800'PROMINENT GROWTH OF WOODS ON MONEY ISLAND BAY.
 EA1800'
 EA1800'TO REACH BY SKIFF PROCEED INTO ALLEN SLOUGH DIRECTLY FROM
 EA1800'THE NORTH THEN TURN SOUTHWEST AND LAND SLIGHTLY SOUTHWEST OF
 EA1800'WHERE THE LOW BRUSH GROWTH APPROACHES AND BEGINS TO RUN
 EA1800'PARALLEL TO THE MARSH GRASS-WATER LINE, AT THE STATION AS
 EA1800'DESCRIBED.
 EA1800'
 EA1800'THE STATION IS A STANDARD DISK STAMPED BAT, 1927 SET IN A
 EA1800'9 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 9 INCHES ABOVE
 EA1800'GROUND.  IT IS PRESENTLY AT THE MEAN HIGH WATER LINE, 50 FEET
 EA1800'SOUTHWEST OF THE MOST NORTHERN POINT OF LOW GROWING BRUSH AND
 EA1800'6 FEET SOUTH OF A METAL STAKE WITH A STEEL WITNESS SIGN.
 EA1800'
 EA1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA1800'1 MILE SOUTH OF MOREHEAD CITY.
 EA1800
 EA1800                          STATION RECOVERY (1974)
 EA1800
 EA1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA1800'STATION RECOVERED IN FAIR CONDITION.  MARK HAS BEEN STRUCK WITH
 EA1800'HEAVY EQUIPMENT AND SHOULD BE USED WITH CAUTION.  REFERENCE
 EA1800'MARKS 1 AND 2 WERE NOT SEARCHED FOR.  DELETE ...50 FEET SOUTHWEST
 EA1800'TO END OF DESCRIPTION AS AREA HAS BEEN CLEARED AND FILLED AND
 EA1800'MARK IS NOW 2 FEET NORTH OF BULKHEAD.  STATION IS ON HIGH
 EA1800'WATER LINE AND THE DESCRIPTION BY G.M.W. IN 1967 IS ADEQUATE FOR
 EA1800'RECOVERY EXCEPT THAT STATION CAN BE REACHED BY GOING
 EA1800'APPROXIMATELY 0.2 MILE EAST OF THE OCEANNA MOTEL AND FISHING
 EA1800'PIER AND TURNING NORTH AND GOING TO STATION AS DESCRIBED.
 EA1800'
 EA1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA1800'1 MILE SOUTH OF MOREHEAD CITY.
 EA1800
 EA1800                          STATION RECOVERY (1976)
 EA1800
 EA1800'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 EA1800'BAT 1927 STATION IS NORTH OF A RETAINING WALL AND WILL PROBABLY BE
 EA1800'WASHED AWAY BY WAVE ACTION.
 EA1800'
 EA1800'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES S OF MOREHEAD
 EA1800'CAP WATER STANDPIPE.
 EA1800
 EA1800                          STATION RECOVERY (2003)
 EA1800
 EA1800'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2483 ***********************************************************************
 EA2483  DESIGNATION -  BAT
 EA2483  PID         -  EA2483
 EA2483  STATE/COUNTY-  NC/PENDER
 EA2483  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2483
 EA2483                         *CURRENT SURVEY CONTROL
 EA2483  ___________________________________________________________________
 EA2483* NAD 83(2001)-  34 26 28.91549(N)    077 32 40.22219(W)     ADJUSTED  
 EA2483* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2483  ___________________________________________________________________
 EA2483  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EA2483  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2483  HORZ ORDER  -  THIRD
 EA2483
 EA2483.The horizontal coordinates were established by classical geodetic methods
 EA2483.and adjusted by the National Geodetic Survey in August 2005.
 EA2483
 EA2483.The orthometric height was scaled from a topographic map.
 EA2483
 EA2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2483
 EA2483.The geoid height was determined by GEOID03.
 EA2483
 EA2483;                    North         East     Units Scale Factor Converg.
 EA2483;SPC NC       -    77,675.844   743,358.705   MT  0.99997183   +0 50 24.2
 EA2483;SPC NC       -   254,841.50  2,438,836.02   sFT  0.99997183   +0 50 24.2
 EA2483;UTM  18      - 3,814,032.562   266,214.740   MT  1.00027374   -1 26 23.0
 EA2483
 EA2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2483!SPC NC       -   1.00000591  x   0.99997183  =   0.99997774
 EA2483!UTM  18      -   1.00000591  x   1.00027374  =   1.00027966
 EA2483
 EA2483:                Primary Azimuth Mark                     Grid Az
 EA2483:SPC NC       -  WATER                                    015 51 10.6
 EA2483:UTM  18      -  WATER                                    018 07 57.8
 EA2483
 EA2483|---------------------------------------------------------------------|
 EA2483| PID    Reference Object                     Distance      Geod. Az  |
 EA2483|                                                           dddmmss.s |
 EA2483| EA2511 WATER                               APPROX. 1.0 KM 0164134.8 |
 EA2483| EA2502 LACEY                               APPROX. 1.7 KM 2440849.4 |
 EA2483|---------------------------------------------------------------------|
 EA2483
 EA2483                          SUPERSEDED SURVEY CONTROL
 EA2483
 EA2483  NAD 83(1986)-  34 26 28.92880(N)    077 32 40.23467(W) AD(       ) 3
 EA2483  NAD 27      -  34 26 28.32200(N)    077 32 41.35000(W) AD(       ) 3
 EA2483
 EA2483.Superseded values are not recommended for survey control.
 EA2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2483.See file dsdata.txt to determine how the superseded data were derived.
 EA2483
 EA2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6621514033(NAD 83)
 EA2483_MARKER: DS = TRIANGULATION STATION DISK
 EA2483_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2483_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2483_MARK LOGO: CGS   
 EA2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2483
 EA2483  HISTORY     - Date     Condition        Report By
 EA2483  HISTORY     - 1914     MONUMENTED       CGS
 EA2483  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2483  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2483
 EA2483                          STATION DESCRIPTION
 EA2483
 EA2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2483'STATION IS ON THE NW SHORE OF WATERS BAY, ON A SMALL SHELL
 EA2483'RIDGE ON THE MAINLAND, OPPOSITE BATSON ISLAND.
 EA2483'
 EA2483'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 EA2483'CONCRETE AT THE CENTER OF THE TOP OF A TILE.
 EA2483'
 EA2483'THERE ARE NO REFERENCE MARKS.
 EA2483
 EA2483                          STATION RECOVERY (1933)
 EA2483
 EA2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2483'STATION COULD NOT BE FOUND AFTER CLEARING THE POINT AND
 EA2483'CONSIDERABLE DIGGING.
 EA2483
 EA2483                          STATION RECOVERY (1964)
 EA2483
 EA2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2483'LOST.  STATION PLOTTED OUT IN THE WATER.  A SEARCH WAS MADE
 EA2483'ON THE POINT NEAR THE PLOTTED POSITION BUT NO TRACE OF THE
 EA2483'STATION COULD BE FOUND.  THE STATION ALSO LOST IN 1933.  IT
 EA2483'IS RECOMMENDED THIS STATION BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8270 ***********************************************************************
 AF8270  DESIGNATION -  BAT
 AF8270  PID         -  AF8270
 AF8270  STATE/COUNTY-  NC/MCDOWELL
 AF8270  USGS QUAD   -  GLENWOOD (1993)
 AF8270
 AF8270                         *CURRENT SURVEY CONTROL
 AF8270  ___________________________________________________________________
 AF8270* NAD 83(2001)-  35 32 21.55272(N)    081 57 54.46875(W)     ADJUSTED  
 AF8270* NAVD 88     -       319.2    (meters)    1047.     (feet)  VERT ANG  
 AF8270  ___________________________________________________________________
 AF8270  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AF8270  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AF8270  HORZ ORDER  -  SECOND
 AF8270
 AF8270.The horizontal coordinates were established by classical geodetic methods
 AF8270.and adjusted by the National Geodetic Survey in August 2005.
 AF8270
 AF8270.The orthometric height was determined by vertical angle observations.
 AF8270
 AF8270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8270
 AF8270.The geoid height was determined by GEOID03.
 AF8270
 AF8270;                    North         East     Units Scale Factor Converg.
 AF8270;SPC NC       -   202,505.466   340,778.790   MT  0.99988514   -1 42 41.0
 AF8270;SPC NC       -   664,386.68  1,118,038.41   sFT  0.99988514   -1 42 41.0
 AF8270;UTM  17      - 3,933,282.628   412,510.673   MT  0.99969432   -0 33 39.7
 AF8270
 AF8270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8270!SPC NC       -   0.99995488  x   0.99988514  =   0.99984003
 AF8270!UTM  17      -   0.99995488  x   0.99969432  =   0.99964921
 AF8270
 AF8270                          SUPERSEDED SURVEY CONTROL
 AF8270
 AF8270  NAD 83(1986)-  35 32 21.56267(N)    081 57 54.46899(W) AD(       ) 2
 AF8270
 AF8270.Superseded values are not recommended for survey control.
 AF8270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8270.See file dsdata.txt to determine how the superseded data were derived.
 AF8270
 AF8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1251133283(NAD 83)
 AF8270_MARKER: DE = TRAVERSE STATION DISK
 AF8270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8270_STAMPING: BAT 1983
 AF8270_MARK LOGO: NCGS  
 AF8270_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8270+STABILITY: SURFACE MOTION
 AF8270
 AF8270  HISTORY     - Date     Condition        Report By
 AF8270  HISTORY     - 1983     MONUMENTED       NCGS
 AF8270
 AF8270                          STATION DESCRIPTION
 AF8270
 AF8270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8270'STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)  SOUTH OF VEIN MOUNTAIN, AND
 AF8270'16.6 KM (10.30 MI)  SOUTH-SOUTHEAST OF MARION. ALONG US 221 FOR 12.5
 AF8270'KM (7.75 MI)  SOUTH OF THE I-40 UNDERPASS, OR 1.4 KM (0.85 MI)  NORTH
 AF8270'OF SR 1781 AT THE MCDOWELL-RUTHERFORD COUNTY LINE, AT SOUTH END OF
 AF8270'GUARD RAIL, ABOUT 110-FEET EAST OF A BLOCK BUILDING. MARK IS FLUSH
 AF8270'WITH GROUND. LOCATED 6.61 M (21.69 FT)  WEST-NORTHWEST OF THE
 AF8270'CENTERLINE OF US 221, 14.78 M (48.49 FT)  NORTH-NORTHEAST OF THE
 AF8270'CENTERLINE OF NORTH-MOST GRAVEL DRIVE, 0.61 M (2.00 FT) SOUTHWEST OF
 AF8270'SOUTH END OF GUARD RAIL, AND 33.47 M (109.81 FT) NORTHEAST OF 10-INCH
 AF8270'SYCAMORE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1364 ***********************************************************************
 EY1364  DESIGNATION -  BATCHELOR
 EY1364  PID         -  EY1364
 EY1364  STATE/COUNTY-  NC/EDGECOMBE
 EY1364  USGS QUAD   -  ELM CITY (1977)
 EY1364
 EY1364                         *CURRENT SURVEY CONTROL
 EY1364  ___________________________________________________________________
 EY1364* NAD 83(2001)-  35 52 00.85485(N)    077 49 42.60480(W)     ADJUSTED  
 EY1364* NAVD 88     -        42.428  (meters)     139.20   (feet)  ADJUSTED  
 EY1364  ___________________________________________________________________
 EY1364  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 EY1364  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY1364  DYNAMIC HT  -          42.392 (meters)     139.08  (feet)  COMP
 EY1364  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 EY1364
 EY1364  HORZ ORDER  -  SECOND
 EY1364  VERT ORDER  -  SECOND    CLASS I
 EY1364
 EY1364.The horizontal coordinates were established by classical geodetic methods
 EY1364.and adjusted by the National Geodetic Survey in August 2005.
 EY1364
 EY1364.The orthometric height was determined by differential leveling
 EY1364.and adjusted in June 1991.
 EY1364
 EY1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1364
 EY1364.The geoid height was determined by GEOID03.
 EY1364
 EY1364.The dynamic height is computed by dividing the NAVD 88
 EY1364.geopotential number by the normal gravity value computed on the
 EY1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1364.degrees latitude (g = 980.6199 gals.).
 EY1364
 EY1364.The modeled gravity was interpolated from observed gravity values.
 EY1364
 EY1364;                    North         East     Units Scale Factor Converg.
 EY1364;SPC NC       -   235,457.778   715,395.211   MT  0.99993011   +0 40 34.2
 EY1364;SPC NC       -   772,497.73  2,347,092.45   sFT  0.99993011   +0 40 34.2
 EY1364;UTM  18      - 3,972,881.509   244,613.446   MT  1.00040376   -1 39 29.3
 EY1364
 EY1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1364!SPC NC       -   0.99999882  x   0.99993011  =   0.99992893
 EY1364!UTM  18      -   0.99999882  x   1.00040376  =   1.00040258
 EY1364
 EY1364:                Primary Azimuth Mark                     Grid Az
 EY1364:SPC NC       -  JUNK                                     022 39 04.7
 EY1364:UTM  18      -  JUNK                                     024 59 08.2
 EY1364
 EY1364|---------------------------------------------------------------------|
 EY1364| PID    Reference Object                     Distance      Geod. Az  |
 EY1364|                                                           dddmmss.s |
 EY1364| EY3095 JUNK                                APPROX. 2.0 KM 0231938.9 |
 EY1364| EY3138 SHARPSBURG RESET                      9.828 METERS 11338     |
 EY1364|---------------------------------------------------------------------|
 EY1364
 EY1364                          SUPERSEDED SURVEY CONTROL
 EY1364
 EY1364  NAD 83(1986)-  35 52 00.86289(N)    077 49 42.61306(W) AD(       ) 2
 EY1364  NAD 27      -  35 52 00.29993(N)    077 49 43.67898(W) AD(       ) 2
 EY1364  NGVD 29 (??/??/92)   42.756  (m)          140.28   (f) ADJ UNCH    2 1
 EY1364
 EY1364.Superseded values are not recommended for survey control.
 EY1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1364.See file dsdata.txt to determine how the superseded data were derived.
 EY1364
 EY1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4461372882(NAD 83)
 EY1364_MARKER: DE = TRAVERSE STATION DISK
 EY1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1364_SP_SET: CONCRETE POST
 EY1364_STAMPING: BATCHELOR 1963
 EY1364_MARK LOGO: NCGS  
 EY1364_PROJECTION: FLUSH
 EY1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1364+STABILITY: SURFACE MOTION
 EY1364
 EY1364  HISTORY     - Date     Condition        Report By
 EY1364  HISTORY     - 1963     MONUMENTED       NCGS
 EY1364  HISTORY     - 1969     GOOD             CGS
 EY1364  HISTORY     - 1975     GOOD             NGS
 EY1364  HISTORY     - 1978     GOOD             NCGS
 EY1364  HISTORY     - 1978     GOOD             NCGS
 EY1364
 EY1364                          STATION DESCRIPTION
 EY1364
 EY1364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY1364'BATCHELOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY1364'ESTABLISHED IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY1364'
 EY1364'BATCHELOR IS 5.6 MILES SSW OF THE CENTER OF ROCKY MOUNT AT
 EY1364'SHARPSBURG.  STATION IS LOCATED 300 FT EAST OF INTERSTATE 95
 EY1364'IN SHARPSBURG, 80 FT SOUTH ALONG ACL RR FROM SR 1733 ON EAST
 EY1364'SIDE OF RAILROAD ON WEST SIDE OF DIRT ROAD.
 EY1364'
 EY1364'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1364'BATCHELOR 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1364'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1364'
 EY1364'MARK IS 150.0 FT NE OF FREIGHT STATION
 EY1364'
 EY1364'33.2 FT SE OF SE CORNER OF SIGNAL BOX
 EY1364'
 EY1364'19.6 FT E OF E RAIL
 EY1364'
 EY1364'19.4 FT S OF 3 LEAD NAILS IN TP F31
 EY1364'
 EY1364'37.2 FT SW OF 3 LEAD NAILS IN PP WITH METER
 EY1364'
 EY1364'19.1 FT W OF DIRT ROAD ON E SIDE OF TRACKS
 EY1364
 EY1364                          STATION RECOVERY (1969)
 EY1364
 EY1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 EY1364'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EY1364'
 EY1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY1364'AT SHARPSBURG.
 EY1364
 EY1364                          STATION RECOVERY (1975)
 EY1364
 EY1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ACD)
 EY1364'STATION RECOVERED GOOD.
 EY1364'
 EY1364'NEW REFERENCES--
 EY1364'18.8 FEET W OF RAILROAD STREET.
 EY1364'18.8 FEET S OF TP NO. F 31 WITH ALUMINUM REF. TAG.
 EY1364'19.6 FEET E OF E RAIL.
 EY1364'31.2 FEET SE OF SE CORNER OF RR SIGNAL BOX.
 EY1364'35.5 FEET SW OF PP WITH METER AND WITH ALUMINUM REF. TAG.
 EY1364'150.0 FEET NE OF FREIGHT STATION.
 EY1364'
 EY1364'NEAREST TOWN--IN SHARPSBURG.
 EY1364
 EY1364                          STATION RECOVERY (1978)
 EY1364
 EY1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH)
 EY1364'THE STATION WAS RECOVERED IN GOOD CONDITION AS PER 1975 RECOVERY.
 EY1364
 EY1364                          STATION RECOVERY (1978)
 EY1364
 EY1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1364'IN SHARPSBURG.
 EY1364'STATION IS LOCATED IN SHARPSBURG ON THE EAST SIDE OF THE RAILROAD
 EY1364'ABOUT 80 FT. SOUTH OF THE EAST MAIN STREET SR 1733 WEST AND SR 1146
 EY1364'EAST RAILROAD CROSSING, AND APPROXIMATELY 150 FT. NORTHEAST OF THE
 EY1364'FREIGHT STATION, 19.6 FT. EAST OF EAST RAIL, 19.1 FT. WEST OF CENTER-
 EY1364'LINE OF DIRT ROAD, 33.2 FT. SOUTHEAST OF SOUTHEAST CORNER OF SIGNAL
 EY1364'BOX, 19.4 FT. SOUTH OF TELEPHONE POLE NO. F31 WITH THREE LEAD NAILS
 EY1364'AND 37.2 FT. SOUTHWEST OF POWER POLE WITH METER AND 3 LEAD NAILS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3012 ***********************************************************************
 EA3012  DESIGNATION -  BATCHELOR
 EA3012  PID         -  EA3012
 EA3012  STATE/COUNTY-  NC/DUPLIN
 EA3012  USGS QUAD   -  CHINQUAPIN (1981)
 EA3012
 EA3012                         *CURRENT SURVEY CONTROL
 EA3012  ___________________________________________________________________
 EA3012* NAD 83(2001)-  34 50 32.26660(N)    077 52 27.72104(W)     ADJUSTED  
 EA3012* NAVD 88     -        14.9    (meters)      49.     (feet)  VERTCON   
 EA3012  ___________________________________________________________________
 EA3012  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EA3012  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EA3012  HORZ ORDER  -  SECOND
 EA3012
 EA3012.The horizontal coordinates were established by classical geodetic methods
 EA3012.and adjusted by the National Geodetic Survey in August 2005.
 EA3012
 EA3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3012
 EA3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3012
 EA3012.The geoid height was determined by GEOID03.
 EA3012
 EA3012;                    North         East     Units Scale Factor Converg.
 EA3012;SPC NC       -   121,752.692   712,542.250   MT  0.99989797   +0 38 58.9
 EA3012;SPC NC       -   399,450.29  2,337,732.37   sFT  0.99989797   +0 38 58.9
 EA3012;UTM  18      - 3,859,322.992   237,168.437   MT  1.00045151   -1 38 35.2
 EA3012
 EA3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3012!SPC NC       -   1.00000335  x   0.99989797  =   0.99990132
 EA3012!UTM  18      -   1.00000335  x   1.00045151  =   1.00045486
 EA3012
 EA3012:                Primary Azimuth Mark                     Grid Az
 EA3012:SPC NC       -  BRANCH                                   027 50 07.2
 EA3012:UTM  18      -  BRANCH                                   030 07 41.3
 EA3012
 EA3012|---------------------------------------------------------------------|
 EA3012| PID    Reference Object                     Distance      Geod. Az  |
 EA3012|                                                           dddmmss.s |
 EA3012| EA3010 BRANCH                              APPROX. 0.8 KM 0282906.1 |
 EA3012| EA3015 BOSTIC AZ MK                        268.533 METERS 20026     |
 EA3012|---------------------------------------------------------------------|
 EA3012
 EA3012                          SUPERSEDED SURVEY CONTROL
 EA3012
 EA3012  NAD 83(1986)-  34 50 32.27607(N)    077 52 27.73216(W) AD(       ) 2
 EA3012  NAD 27      -  34 50 31.67620(N)    077 52 28.80161(W) AD(       ) 2
 EA3012  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG    3  
 EA3012
 EA3012.Superseded values are not recommended for survey control.
 EA3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3012.See file dsdata.txt to determine how the superseded data were derived.
 EA3012
 EA3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3716859323(NAD 83)
 EA3012_MARKER: DE = TRAVERSE STATION DISK
 EA3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3012_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3012+STABILITY: SURFACE MOTION
 EA3012
 EA3012  HISTORY     - Date     Condition        Report By
 EA3012  HISTORY     - 1976     MONUMENTED       NCGS
 EA3012  HISTORY     - 19940419 GOOD             USPSQD
 EA3012
 EA3012                          STATION DESCRIPTION
 EA3012
 EA3012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3012'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES WEST-NORTHWEST OF
 EA3012'CHINQUAPIN AND 9.6 MILES SOUTHEAST OF KENANSVILLE.
 EA3012'
 EA3012'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 SOUTHWEST OF
 EA3012'CHINQUAPIN, PROCEED NORTHWEST ALONG NC 50 FOR 2.5 MILES TO CROSSROAD
 EA3012'INTERSECTION WITH SR 1953, THENCE SOUTHWEST ALONG SR 1953 FOR 0.5 MILE
 EA3012'TO STATION ON THE RIGHT, IN THE SOUTHWEST CORNER OF THE YARD OF A
 EA3012'MOBILE HOME (BATCHELOR RESIDENCE).
 EA3012'
 EA3012'STATION MARK IS A STANDARD DISK STAMPED---BATCHELOR 1976---, SET IN
 EA3012'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EA3012'MARK IS 29.2 FEET NORTHWEST OF THE CENTERLINE OF SR 1953, 8.2 FEET
 EA3012'SOUTH-SOUTHWEST OF THE CENTERLINE OF WEST DRIVE TO MOBILE HOME, 79.0
 EA3012'FEET SOUTH-SOUTHWEST OF 24 INCH OAK WITH REFERENCE  TAG, 27.5 FEET
 EA3012'NORTHEAST OF 6 INCH GUM WITH REFERENCE TAG AND 65.4 FEET SOUTHEAST OF
 EA3012'SERVICE POLE NO. 43724 WITH REFERENCE TAG.
 EA3012
 EA3012                          STATION RECOVERY (1994)
 EA3012
 EA3012'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5680 ***********************************************************************
 EZ5680  DESIGNATION -  BATCHELOR
 EZ5680  PID         -  EZ5680
 EZ5680  STATE/COUNTY-  NC/WAKE
 EZ5680  USGS QUAD   -  KNIGHTDALE (1993)
 EZ5680
 EZ5680                         *CURRENT SURVEY CONTROL
 EZ5680  ___________________________________________________________________
 EZ5680* NAD 83(2001)-  35 48 08.00240(N)    078 23 49.08264(W)     ADJUSTED  
 EZ5680* NAVD 88     -        98.1    (meters)     322.     (feet)  VERTCON   
 EZ5680  ___________________________________________________________________
 EZ5680  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 EZ5680  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 EZ5680  HORZ ORDER  -  SECOND
 EZ5680
 EZ5680.The horizontal coordinates were established by classical geodetic methods
 EZ5680.and adjusted by the National Geodetic Survey in August 2005.
 EZ5680
 EZ5680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5680
 EZ5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5680
 EZ5680.The geoid height was determined by GEOID03.
 EZ5680
 EZ5680;                    North         East     Units Scale Factor Converg.
 EZ5680;SPC NC       -   227,822.846   664,103.529   MT  0.99991864   +0 20 53.0
 EZ5680;SPC NC       -   747,448.79  2,178,812.99   sFT  0.99991864   +0 20 53.0
 EZ5680;UTM  17      - 3,965,139.349   735,215.278   MT  1.00028180   +1 31 24.4
 EZ5680
 EZ5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5680!SPC NC       -   0.99998992  x   0.99991864  =   0.99990856
 EZ5680!UTM  17      -   0.99998992  x   1.00028180  =   1.00027172
 EZ5680
 EZ5680:                Primary Azimuth Mark                     Grid Az
 EZ5680:SPC NC       -  LAMP                                     108 16 53.5
 EZ5680:UTM  17      -  LAMP                                     107 06 22.1
 EZ5680
 EZ5680|---------------------------------------------------------------------|
 EZ5680| PID    Reference Object                     Distance      Geod. Az  |
 EZ5680|                                                           dddmmss.s |
 EZ5680| EZ5694 LAMP                                APPROX. 0.5 KM 1083746.5 |
 EZ5680|---------------------------------------------------------------------|
 EZ5680
 EZ5680                          SUPERSEDED SURVEY CONTROL
 EZ5680
 EZ5680  NAD 83(1986)-  35 48 08.00789(N)    078 23 49.09369(W) AD(       ) 2
 EZ5680  NGVD 29 (01/12/90)   98.4    (m)          323.     (f) VERT ANG    3  
 EZ5680
 EZ5680.Superseded values are not recommended for survey control.
 EZ5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5680.See file dsdata.txt to determine how the superseded data were derived.
 EZ5680
 EZ5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3521565139(NAD 83)
 EZ5680_MARKER: DE = TRAVERSE STATION DISK
 EZ5680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5680+STABILITY: SURFACE MOTION
 EZ5680
 EZ5680  HISTORY     - Date     Condition        Report By
 EZ5680  HISTORY     - 1980     MONUMENTED       NCGS
 EZ5680  HISTORY     - 1987     GOOD             USPSQD
 EZ5680  HISTORY     - 20050415 MARK NOT FOUND   USPSQD
 EZ5680  HISTORY     - 20070123 MARK NOT FOUND   GEOCAC
 EZ5680  HISTORY     - 20070123 MARK NOT FOUND   GEOCAC
 EZ5680
 EZ5680                          STATION DESCRIPTION
 EZ5680
 EZ5680'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EZ5680'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTHWEST OF WENDELL
 EZ5680'AND 4.8 MILES EAST OF KNIGHTDALE.
 EZ5680'
 EZ5680'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC
 EZ5680'97 AT HEPHZIBAH CHURCH, PROCEED EAST ALONG US 64 BUSINESS FOR 0.25
 EZ5680'MILE TO STATION ON THE LEFT, ON THE PROJECTION OF THE WEST SIDE OF
 EZ5680'R.E. BATCHELORS BRICK HOUSE.
 EZ5680'
 EZ5680'STATION MARK IS A STANDARD DISK STAMPED---BATCHELOR 1980---SET IN TOP
 EZ5680'OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. THE MARK
 EZ5680'IS 35.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 71.0
 EZ5680'FEET WEST OF 15 INCH PINE WITH REFERENCE TAG, 84.0 FEET NORTHEAST OF
 EZ5680'POWER POLE WITH REFERENCE TAG, 177.0 FEET EAST OF FIRE HYDRANT, AND
 EZ5680'21.5 FEET EAST-NORTHEAST OF--SIGNAL AHEAD--SIGN POST.
 EZ5680
 EZ5680                          STATION RECOVERY (1987)
 EZ5680
 EZ5680'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ5680'RECOVERED IN GOOD CONDITION.
 EZ5680
 EZ5680                          STATION RECOVERY (2005)
 EZ5680
 EZ5680'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ5680'MARK NOT FOUND
 EZ5680
 EZ5680                          STATION RECOVERY (2007)
 EZ5680
 EZ5680'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5680'NOT FOUND, BUT MAY STILL EXIST. THE AREA WAS GRADED AND LANDSCAPED FOR
 EZ5680'THE CONSTRUTION OF A COMMERCIAL TRUCK FACILITY.
 EZ5680' 
 EZ5680' 
 EZ5680
 EZ5680                          STATION RECOVERY (2007)
 EZ5680
 EZ5680'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5680'NOT FOUND, BUT MAY STILL EXIST. THE AREA WAS GRADED AND LANDSCAPED FOR
 EZ5680'THE CONSTRUTION OF A COMMERCIAL TRUCK FACILITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1882 ***********************************************************************
 EZ1882  DESIGNATION -  BATCHLOR
 EZ1882  PID         -  EZ1882
 EZ1882  STATE/COUNTY-  NC/WILSON
 EZ1882  USGS QUAD   -  BAILEY (1981)
 EZ1882
 EZ1882                         *CURRENT SURVEY CONTROL
 EZ1882  ___________________________________________________________________
 EZ1882* NAD 83(2001)-  35 45 27.70091(N)    078 02 09.74713(W)     ADJUSTED  
 EZ1882* NAVD 88     -        66.460  (meters)     218.04   (feet)  ADJUSTED  
 EZ1882  ___________________________________________________________________
 EZ1882  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 EZ1882  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EZ1882  DYNAMIC HT  -          66.403 (meters)     217.86  (feet)  COMP
 EZ1882  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 EZ1882
 EZ1882  HORZ ORDER  -  SECOND
 EZ1882  VERT ORDER  -  SECOND    CLASS I
 EZ1882
 EZ1882.The horizontal coordinates were established by classical geodetic methods
 EZ1882.and adjusted by the National Geodetic Survey in August 2005.
 EZ1882
 EZ1882.The orthometric height was determined by differential leveling
 EZ1882.and adjusted in June 1991.
 EZ1882
 EZ1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1882
 EZ1882.The geoid height was determined by GEOID03.
 EZ1882
 EZ1882.The dynamic height is computed by dividing the NAVD 88
 EZ1882.geopotential number by the normal gravity value computed on the
 EZ1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1882.degrees latitude (g = 980.6199 gals.).
 EZ1882
 EZ1882.The modeled gravity was interpolated from observed gravity values.
 EZ1882
 EZ1882;                    North         East     Units Scale Factor Converg.
 EZ1882;SPC NC       -   223,140.336   696,771.340   MT  0.99991148   +0 33 22.9
 EZ1882;SPC NC       -   732,086.25  2,285,990.64   sFT  0.99991148   +0 33 22.9
 EZ1882;UTM  17      - 3,961,126.457   767,987.587   MT  1.00048507   +1 43 59.0
 EZ1882;UTM  18      - 3,961,326.110   225,493.187   MT  1.00052866   -1 46 30.9
 EZ1882
 EZ1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1882!SPC NC       -   0.99999500  x   0.99991148  =   0.99990648
 EZ1882!UTM  17      -   0.99999500  x   1.00048507  =   1.00048007
 EZ1882!UTM  18      -   0.99999500  x   1.00052866  =   1.00052366
 EZ1882
 EZ1882|---------------------------------------------------------------------|
 EZ1882| PID    Reference Object                     Distance      Geod. Az  |
 EZ1882|                                                           dddmmss.s |
 EZ1882| EZ1883 SKIPPER                             295.023 METERS 07309     |
 EZ1882| EZ1881 PINES                               APPROX. 1.2 KM 2700510.9 |
 EZ1882|---------------------------------------------------------------------|
 EZ1882
 EZ1882                          SUPERSEDED SURVEY CONTROL
 EZ1882
 EZ1882  NAD 83(1986)-  35 45 27.70880(N)    078 02 09.75705(W) AD(       ) 2
 EZ1882  NAD 27      -  35 45 27.14159(N)    078 02 10.79637(W) AD(       ) 2
 EZ1882  NGVD 29 (??/??/92)   66.776  (m)          219.08   (f) ADJ UNCH    2 1
 EZ1882
 EZ1882.Superseded values are not recommended for survey control.
 EZ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1882.See file dsdata.txt to determine how the superseded data were derived.
 EZ1882
 EZ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6798861126(NAD 83)
 EZ1882_MARKER: DE = TRAVERSE STATION DISK
 EZ1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1882_SP_SET: CONCRETE POST
 EZ1882_STAMPING: BATCHLOR 1972
 EZ1882_MARK LOGO: NCGS  
 EZ1882_PROJECTION: RECESSED 10 CENTIMETERS
 EZ1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1882+STABILITY: SURFACE MOTION
 EZ1882
 EZ1882  HISTORY     - Date     Condition        Report By
 EZ1882  HISTORY     - 1972     MONUMENTED       NCGS
 EZ1882  HISTORY     - 1978     GOOD             NCGS
 EZ1882  HISTORY     - 1987     GOOD             USPSQD
 EZ1882
 EZ1882                          STATION DESCRIPTION
 EZ1882
 EZ1882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ1882'BATCHLOR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1882'THE VICINITY OF SIMS, NORTH CAROLINA.
 EZ1882'
 EZ1882'BATCHLOR IS LOCATED APPROXIMATELY 1.3 MILES EAST OF SIMS AND 7.4
 EZ1882'MILES WNW OF WILSON.  TO REACH STATION FROM THE INTERSECTION OF US
 EZ1882'264 AND MAIN ST. IN SIMS, PROCEED EAST ALONG US 264 FOR 1.35 MILES
 EZ1882'TO STATION ON RIGHT, 0.45 MILE WEST OF INTERSECTION WITH SR
 EZ1882'1154 (S) AND SR 1304 (N), APPROXIMATELY 225 FEET SW OF A WHITE FRAME
 EZ1882'DWELLING, AT EDGE OF FIELD AND IN THE MIDDLE OF FIELD ENTRANCE FROM
 EZ1882'HIGHWAY.
 EZ1882'
 EZ1882'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BATCHLOR
 EZ1882'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ1882'FLUSH WITH THE GROUND.
 EZ1882'
 EZ1882'MARK IS
 EZ1882'29.3 FEET S OF C/L OF US 264.
 EZ1882'48.7 FEET NW OF TP WITH ALUMINUM REF. TAG.
 EZ1882'44.3 FEET ENE OF 4 INCH IRON POST OF POOLE BROTHERS SIGN.
 EZ1882'127.5 FEET WSW OF INTERSECTION OF C/LS OF US 264 WITH DRIVEWAY
 EZ1882'NORTH TO DWELLING.
 EZ1882
 EZ1882                          STATION RECOVERY (1978)
 EZ1882
 EZ1882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1882'1.3 MI EAST FROM SIMS.
 EZ1882'TO REACH STATION FROM THE INTERSECTION OF OLD US 264 AND MAIN ST. IN
 EZ1882'SIMS, PROCEED EAST ALONG OLD US 264 FOR 1.3 MILES TO STATION ON THE
 EZ1882'RIGHT, 0.45 MILE WEST OF INTERSECTION WITH SR 1154 SOUTH, APPROX-
 EZ1882'IMATELY 225 FT. SOUTHWEST OF A WHITE FRAME DWELLING, AND AT EDGE OF
 EZ1882'FIELD AND IN THE MIDDLE OF FIELD ENTRANCE FROM HIGHWAY, 29.3 FT. SOUTH
 EZ1882'OF CENTERLINE OF OLD US 264, 130.2 FT. WEST SOUTHWEST OF INTERSECTION
 EZ1882'OF CENTERLINES OF US 264 WITH DRIVEWAY NORTH TO DWELLING AND 56.1 FT.
 EZ1882'FROM POWER POLE NUMBER 254 WITH ALUMINUM TAG.
 EZ1882
 EZ1882                          STATION RECOVERY (1987)
 EZ1882
 EZ1882'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0893 ***********************************************************************
 EA0893  DESIGNATION -  BATE
 EA0893  PID         -  EA0893
 EA0893  STATE/COUNTY-  NC/BRUNSWICK
 EA0893  USGS QUAD   -  WILMINGTON (1979)
 EA0893
 EA0893                         *CURRENT SURVEY CONTROL
 EA0893  ___________________________________________________________________
 EA0893* NAD 83(2001)-  34 10 34.37867(N)    077 59 25.35218(W)     ADJUSTED  
 EA0893* NAVD 88     -         3.705  (meters)      12.16   (feet)  ADJUSTED  
 EA0893  ___________________________________________________________________
 EA0893  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 EA0893  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EA0893  DYNAMIC HT  -           3.701 (meters)      12.14  (feet)  COMP
 EA0893  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 EA0893
 EA0893  HORZ ORDER  -  SECOND
 EA0893  VERT ORDER  -  SECOND    CLASS II
 EA0893
 EA0893.The horizontal coordinates were established by classical geodetic methods
 EA0893.and adjusted by the National Geodetic Survey in August 2005.
 EA0893
 EA0893.The orthometric height was determined by differential leveling
 EA0893.and adjusted in June 1991.
 EA0893
 EA0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0893
 EA0893.The geoid height was determined by GEOID03.
 EA0893
 EA0893.The dynamic height is computed by dividing the NAVD 88
 EA0893.geopotential number by the normal gravity value computed on the
 EA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0893.degrees latitude (g = 980.6199 gals.).
 EA0893
 EA0893.The modeled gravity was interpolated from observed gravity values.
 EA0893
 EA0893;                    North         East     Units Scale Factor Converg.
 EA0893;SPC NC       -    47,755.927   702,684.899   MT  1.00004721   +0 34 57.8
 EA0893;SPC NC       -   156,679.24  2,305,392.04   sFT  1.00004721   +0 34 57.8
 EA0893;UTM  18      - 3,785,737.460   224,370.317   MT  1.00053660   -1 40 51.1
 EA0893;UTM  17      - 3,785,789.710   777,404.492   MT  1.00054870   +1 41 30.1
 EA0893
 EA0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0893!SPC NC       -   1.00000519  x   1.00004721  =   1.00005240
 EA0893!UTM  18      -   1.00000519  x   1.00053660  =   1.00054179
 EA0893!UTM  17      -   1.00000519  x   1.00054870  =   1.00055389
 EA0893
 EA0893:                Primary Azimuth Mark                     Grid Az
 EA0893:SPC NC       -  BIG MALLORY                              178 59 26.3
 EA0893:UTM  18      -  BIG MALLORY                              181 15 15.2
 EA0893:UTM  17      -  BIG MALLORY                              177 52 54.0
 EA0893
 EA0893|---------------------------------------------------------------------|
 EA0893| PID    Reference Object                     Distance      Geod. Az  |
 EA0893|                                                           dddmmss.s |
 EA0893| EA0892 BIG MALLORY                         478.074 METERS 1793424.1 |
 EA0893| EA0580 JOHNSON 2                           295.673 METERS 35341     |
 EA0893|---------------------------------------------------------------------|
 EA0893
 EA0893                          SUPERSEDED SURVEY CONTROL
 EA0893
 EA0893  NAD 83(1986)-  34 10 34.38928(N)    077 59 25.36538(W) AD(       ) 2
 EA0893  NAD 27      -  34 10 33.77519(N)    077 59 26.40273(W) AD(       ) 2
 EA0893  NGVD 29 (??/??/92)    4.024  (m)           13.20   (f) ADJ UNCH    2 2
 EA0893
 EA0893.Superseded values are not recommended for survey control.
 EA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0893.See file dsdata.txt to determine how the superseded data were derived.
 EA0893
 EA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2437085737(NAD 83)
 EA0893_MARKER: DE = TRAVERSE STATION DISK
 EA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0893+STABILITY: SURFACE MOTION
 EA0893
 EA0893  HISTORY     - Date     Condition        Report By
 EA0893  HISTORY     - 1975     MONUMENTED       NCGS
 EA0893  HISTORY     - 1988     GOOD             USPSQD
 EA0893  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EA0893  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 EA0893  HISTORY     - 20050220 MARK NOT FOUND   USPSQD
 EA0893
 EA0893                          STATION DESCRIPTION
 EA0893
 EA0893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EA0893'BATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0893'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 EA0893'
 EA0893'BATE IS LOCATED APPROXIMATELY 17.8 MILES NORTH OF SOUTHPORT, AND
 EA0893'4.8 MILES SSW OF WILMINGTON.  TO REACH STATION FROM INTERSECTION OF
 EA0893'NC 133 WITH U.S. 74, U.S. 76, AND U.S. 17 AT CLAIRMONT, PROCEED
 EA0893'SOUTH ALONG NC 133 FOR 4.2 MILES TO STATION ON THE LEFT, ACROSS
 EA0893'HIGHWAY FROM A ROW OF CEDARS AT THE NORTH SIDE OF A YARD, WITH A
 EA0893'ONE STORY WHITE AND RED FRAMED HOUSE.  AND 0.25 MILE NORTH OF
 EA0893'THE BRIDGE OVER BIG MALLORY CREEK.
 EA0893'
 EA0893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0893'BATE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0893'IS FLUSH WITH THE GROUND.
 EA0893'
 EA0893'MARK IS 22.1 FT E OF C/L OF NC 133
 EA0893'
 EA0893'47.9 FT NE OF NORTH END OF CONCRETE CULVERT UNDER DRIVEWAY TO
 EA0893'WHITE AND RED FRAMED HOUSE
 EA0893'
 EA0893'98.6 FT SSE OF SOUTH END OF CONCRETE CULVERT UNDER DRIVEWAY TO A
 EA0893'MOBILE HOME
 EA0893'
 EA0893'104.7 FT SSE OF PP WITH ALUMINUM REF. TAG
 EA0893'
 EA0893'12.3 FT S OF 15 IN PINE WITH ALUMINUM REF. TAG
 EA0893'
 EA0893'45.5 FT E OF 8 IN PINE WITH ALUMINUM REF. TAG.
 EA0893
 EA0893                          STATION RECOVERY (1988)
 EA0893
 EA0893'RECOVERY NOTE BY US POWER SQUADRON 1988 (HW)
 EA0893'RECOVERED IN GOOD CONDITION.
 EA0893
 EA0893                          STATION RECOVERY (2001)
 EA0893
 EA0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EA0893'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EA0893
 EA0893                          STATION RECOVERY (2004)
 EA0893
 EA0893'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0893'MARK NOT FOUND.
 EA0893
 EA0893                          STATION RECOVERY (2005)
 EA0893
 EA0893'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1826 ***********************************************************************
 EY1826  DESIGNATION -  BATEMAN
 EY1826  PID         -  EY1826
 EY1826  STATE/COUNTY-  NC/PITT
 EY1826  USGS QUAD   -  FARMVILLE (1981)
 EY1826
 EY1826                         *CURRENT SURVEY CONTROL
 EY1826  ___________________________________________________________________
 EY1826* NAD 83(2001)-  35 32 30.75532(N)    077 33 22.12693(W)     ADJUSTED  
 EY1826* NAVD 88     -        22.376  (meters)      73.41   (feet)  ADJUSTED  
 EY1826  ___________________________________________________________________
 EY1826  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 EY1826  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EY1826  DYNAMIC HT  -          22.357 (meters)      73.35  (feet)  COMP
 EY1826  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 EY1826
 EY1826  HORZ ORDER  -  SECOND
 EY1826  VERT ORDER  -  SECOND    CLASS II
 EY1826
 EY1826.The horizontal coordinates were established by classical geodetic methods
 EY1826.and adjusted by the National Geodetic Survey in August 2005.
 EY1826
 EY1826.The orthometric height was determined by differential leveling
 EY1826.and adjusted in June 1991.
 EY1826
 EY1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1826
 EY1826.The geoid height was determined by GEOID03.
 EY1826
 EY1826.The dynamic height is computed by dividing the NAVD 88
 EY1826.geopotential number by the normal gravity value computed on the
 EY1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1826.degrees latitude (g = 980.6199 gals.).
 EY1826
 EY1826.The modeled gravity was interpolated from observed gravity values.
 EY1826
 EY1826;                    North         East     Units Scale Factor Converg.
 EY1826;SPC NC       -   199,726.042   740,513.530   MT  0.99988537   +0 50 00.1
 EY1826;SPC NC       -   655,267.86  2,429,501.47   sFT  0.99988537   +0 50 00.1
 EY1826;UTM  18      - 3,936,143.753   268,270.414   MT  1.00026178   -1 29 11.6
 EY1826
 EY1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1826!SPC NC       -   1.00000209  x   0.99988537  =   0.99988746
 EY1826!UTM  18      -   1.00000209  x   1.00026178  =   1.00026387
 EY1826
 EY1826                          SUPERSEDED SURVEY CONTROL
 EY1826
 EY1826  NAD 83(1986)-  35 32 30.76722(N)    077 33 22.13784(W) AD(       ) 2
 EY1826  NGVD 29 (10/26/90)   22.73   (m)           74.6    (f) LEVELING    3  
 EY1826
 EY1826.Superseded values are not recommended for survey control.
 EY1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1826.See file dsdata.txt to determine how the superseded data were derived.
 EY1826
 EY1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6827036144(NAD 83)
 EY1826_MARKER: DE = TRAVERSE STATION DISK
 EY1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1826_SP_SET: CONCRETE POST
 EY1826_STAMPING: BATEMAN 1979
 EY1826_MARK LOGO: NCGS  
 EY1826_PROJECTION: RECESSED 3 CENTIMETERS
 EY1826_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1826+STABILITY: SURFACE MOTION
 EY1826
 EY1826  HISTORY     - Date     Condition        Report By
 EY1826  HISTORY     - 1979     MONUMENTED       NCGS
 EY1826  HISTORY     - 1980     GOOD             NCGS
 EY1826  HISTORY     - 1989     GOOD             USPSQD
 EY1826  HISTORY     - 1989     GOOD             USPSQD
 EY1826  HISTORY     - 1989     GOOD             USPSQD
 EY1826
 EY1826                          STATION DESCRIPTION
 EY1826
 EY1826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1826'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES SOUTH-SOUTHEAST OF
 EY1826'FARMVILLE AND 4.6 MILES NORTH-NORTHEAST OF MAURY.
 EY1826'
 EY1826'TO REACH STATION FROM INTERSECTION OF US 13 WITH US 264 SOUTHEAST OF
 EY1826'FARMVILLE, PROCEED WEST ALONG US 13 FOR 0.9 MILE TO STATION ON THE
 EY1826'LEFT AT THE WEST SIDE OF A FARM ROAD AND ON THE PROLONGATION OF THE
 EY1826'WEST SIDE OF A 1-1/2 STORY YELLOW FRAMED HOUSE AND 0.2 MILE EAST OF
 EY1826'SR 1141.
 EY1826'
 EY1826'STATION MARK IS A STANDARD DISK STAMPED---BATEMAN 1979---SET IN TOP
 EY1826'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY1826'THE MARK IS 20.9 FEET SOUTH-SOUTHEAST OF CENTERLINE OF US 13, 22.0
 EY1826'FEET WEST OF CENTERLINE OF FARM ROAD, 15.7 FEET NORTHWEST OF WEST END
 EY1826'OF CULVERT, 41.4 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF WEST
 EY1826'TOBACCO BARN AND 74.1 FEET SOUTHEAST OF SERVICE POLE WITH REFERENCE
 EY1826'TAG.
 EY1826
 EY1826                          STATION RECOVERY (1980)
 EY1826
 EY1826'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1826'4.1 MI SSE FROM FARMVILLE.
 EY1826'0.9 MILE WEST ALONG U.S. 13 FROM THE JUNCTION WITH U.S. 264 SOUTHEAST
 EY1826'OF FARMVILLE, AT THE WEST SIDE OF A FARM ROAD SOUTH ON PROLONGATION
 EY1826'OF THE WEST SIDE OF A ONE AND A HALF STORY YELLOW FRAME HOUSE AND
 EY1826'O.2 MILE EAST OF SR 1141, 20.9 FEET SOUTH-SOUTHEAST OF CENTERLINE
 EY1826'OF HIGHWAY, 22.0 FEET WEST OF CENTER OF FARM ROAD, 15.7 FEET
 EY1826'NORTHWEST OF WEST END OF CULVERT, 41.4 FEET NORTH-NORTHEAST OF
 EY1826'NORTHEAST CORNER OF WEST TOBACCO BARN AND 74.1 FEET SOUTHEAST OF
 EY1826'SERVICE POLE WITH REFERENCE TAG.
 EY1826'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1826
 EY1826                          STATION RECOVERY (1989)
 EY1826
 EY1826'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1826'RECOVERED IN GOOD CONDITION.
 EY1826
 EY1826                          STATION RECOVERY (1989)
 EY1826
 EY1826'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBM)
 EY1826'RECOVERED IN GOOD CONDITION.
 EY1826
 EY1826                          STATION RECOVERY (1989)
 EY1826
 EY1826'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2470 ***********************************************************************
 FY2470  DESIGNATION -  BATEMAN
 FY2470  PID         -  FY2470
 FY2470  STATE/COUNTY-  NC/ROCKINGHAM
 FY2470  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY2470
 FY2470                         *CURRENT SURVEY CONTROL
 FY2470  ___________________________________________________________________
 FY2470* NAD 83(2001)-  36 31 38.42768(N)    079 47 33.88677(W)     ADJUSTED  
 FY2470* NAVD 88     -       230.12   (+/-2cm)     755.0    (feet)  VERTCON   
 FY2470  ___________________________________________________________________
 FY2470  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FY2470  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 FY2470  HORZ ORDER  -  SECOND
 FY2470  VERT ORDER  -  THIRD ? (See Below)
 FY2470
 FY2470.The horizontal coordinates were established by classical geodetic methods
 FY2470.and adjusted by the National Geodetic Survey in August 2005.
 FY2470
 FY2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2470.The vertical order pertains to the NGVD 29 superseded value.
 FY2470
 FY2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2470
 FY2470.The geoid height was determined by GEOID03.
 FY2470
 FY2470;                    North         East     Units Scale Factor Converg.
 FY2470;SPC NC       -   308,401.925   538,595.370   MT  1.00012066   -0 27 27.2
 FY2470;SPC NC       - 1,011,815.32  1,767,041.64   sFT  1.00012066   -0 27 27.2
 FY2470;SPC VA S     - 1,022,322.892 3,384,219.758   MT  1.00005205   -0 47 04.6
 FY2470;SPC VA S     - 3,354,071.02 11,103,060.99   sFT  1.00005205   -0 47 04.6
 FY2470;UTM  17      - 4,043,118.655   608,080.252   MT  0.99974392   +0 43 07.1
 FY2470
 FY2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2470!SPC NC       -   0.99996901  x   1.00012066  =   1.00008967
 FY2470!SPC VA S     -   0.99996901  x   1.00005205  =   1.00002106
 FY2470!UTM  17      -   0.99996901  x   0.99974392  =   0.99971294
 FY2470
 FY2470:                Primary Azimuth Mark                     Grid Az
 FY2470:SPC NC       -  BENSON                                   158 17 08.1
 FY2470:SPC VA S     -  BENSON                                   158 36 45.5
 FY2470:UTM  17      -  BENSON                                   157 06 33.8
 FY2470
 FY2470|---------------------------------------------------------------------|
 FY2470| PID    Reference Object                     Distance      Geod. Az  |
 FY2470|                                                           dddmmss.s |
 FY2470| FY2471 BENSON                              APPROX. 0.7 KM 1574940.9 |
 FY2470| FY2483 TRIANGLE                            202.736 METERS 32525     |
 FY2470|---------------------------------------------------------------------|
 FY2470
 FY2470                          SUPERSEDED SURVEY CONTROL
 FY2470
 FY2470  NAD 83(1993)-  36 31 38.43007(N)    079 47 33.88843(W) AD(       ) 2
 FY2470  NAD 83(1986)-  36 31 38.43353(N)    079 47 33.88981(W) AD(       ) 2
 FY2470  NAD 27      -  36 31 37.93948(N)    079 47 34.75969(W) AD(       ) 2
 FY2470  NGVD 29 (07/19/86)  230.33   (m)          755.7    (f) LEVELING    3  
 FY2470
 FY2470.Superseded values are not recommended for survey control.
 FY2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2470.See file dsdata.txt to determine how the superseded data were derived.
 FY2470
 FY2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0808043119(NAD 83)
 FY2470_MARKER: DE = TRAVERSE STATION DISK
 FY2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2470_STAMPING: BATEMAN 1969
 FY2470_MARK LOGO: NCGS  
 FY2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2470+STABILITY: SURFACE MOTION
 FY2470
 FY2470  HISTORY     - Date     Condition        Report By
 FY2470  HISTORY     - 1969     MONUMENTED       NCGS
 FY2470
 FY2470                          STATION DESCRIPTION
 FY2470
 FY2470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2470'BATEMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2470'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY2470'
 FY2470'BATEMAN IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF
 FY2470'EDEN.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 770
 FY2470'AND NC 87 IN EDEN, GO NORTH ON NC 87 FOR 3.2 MILES TO STATION
 FY2470'ON LEFT SIDE OF ROAD AND 0.15 MILE SOUTH OF INTERSECTION OF
 FY2470'NC 87 AND NC 700.
 FY2470'
 FY2470'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2470'BATEMAN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2470'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2470'
 FY2470'MARK IS
 FY2470'
 FY2470'48.9 FT W OF JUNCTION SIGN NC 87 AND NC 700, AND WITH
 FY2470'ALUMINUM REF. TAG
 FY2470'
 FY2470'29.9 FT W OF C/L OF NC 87
 FY2470'
 FY2470'77.0 FT SW OF TP WITH ALUMINUM REF. TAG
 FY2470'
 FY2470'60.5 FT N OF C/L OF S DRIVEWAY
 FY2470'
 FY2470'57.9 FT NNW OF NE CONCRETE CULVERT ON S DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4454 ***********************************************************************
 FX4454  HT_MOD      -  This is a Height Modernization Survey Station.
 FX4454  DESIGNATION -  BATEMAN
 FX4454  PID         -  FX4454
 FX4454  STATE/COUNTY-  NC/PASQUOTANK
 FX4454  USGS QUAD   -  WEEKSVILLE (1982)
 FX4454
 FX4454                         *CURRENT SURVEY CONTROL
 FX4454  ___________________________________________________________________
 FX4454* NAD 83(2007)-  36 12 53.33120(N)    076 13 00.74749(W)     ADJUSTED  
 FX4454* NAVD 88     -         2.74   (meters)       9.0    (feet)  GPS OBS   
 FX4454  ___________________________________________________________________
 FX4454  EPOCH DATE  -        2002.00
 FX4454  X           -   1,227,432.710 (meters)                     COMP
 FX4454  Y           -  -5,003,571.814 (meters)                     COMP
 FX4454  Z           -   3,747,428.510 (meters)                     COMP
 FX4454  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 FX4454  ELLIP HEIGHT-         -34.841 (meters)          (02/10/07) ADJUSTED
 FX4454  GEOID HEIGHT-         -37.61  (meters)                     GEOID03
 FX4454
 FX4454  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4454  Type    PID    Designation                      North   East  Ellip
 FX4454  -------------------------------------------------------------------
 FX4454  NETWORK FX4454 BATEMAN                           0.80   0.63   1.37
 FX4454  -------------------------------------------------------------------
 FX4454
 FX4454.The horizontal coordinates were established by GPS observations
 FX4454.and adjusted by the National Geodetic Survey in February 2007.
 FX4454
 FX4454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4454.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4454.The horizontal coordinates are valid at the epoch date displayed above.
 FX4454.The epoch date for horizontal control is a decimal equivalence
 FX4454.of Year/Month/Day.
 FX4454
 FX4454.The orthometric height was determined by GPS observations and a
 FX4454.high-resolution geoid model.
 FX4454.The orthometric height was determined by GPS observations and a
 FX4454.high-resolution geoid model using precise GPS observation and
 FX4454.processing techniques.
 FX4454
 FX4454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4454
 FX4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4454
 FX4454.The ellipsoidal height was determined by GPS observations
 FX4454.and is referenced to NAD 83.
 FX4454
 FX4454.The geoid height was determined by GEOID03.
 FX4454
 FX4454;                    North         East     Units Scale Factor Converg.
 FX4454;SPC NC       -   276,944.217   859,826.458   MT  1.00001379   +1 36 22.8
 FX4454;SPC NC       -   908,607.82  2,820,947.30   sFT  1.00001379   +1 36 22.8
 FX4454;UTM  18      - 4,008,461.217   390,621.715   MT  0.99974741   -0 43 08.5
 FX4454
 FX4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4454!SPC NC       -   1.00000547  x   1.00001379  =   1.00001926
 FX4454!UTM  18      -   1.00000547  x   0.99974741  =   0.99975288
 FX4454
 FX4454                          SUPERSEDED SURVEY CONTROL
 FX4454
 FX4454  NAD 83(2001)-  36 12 53.33176(N)    076 13 00.74707(W) AD(       ) 1
 FX4454  ELLIP H (03/13/03)  -34.870  (m)                       GP(       ) 4 2
 FX4454  NAD 83(1986)-  36 12 53.34810(N)    076 13 00.76242(W) AD(       ) 1
 FX4454  NAD 83(1993)-  36 12 53.35315(N)    076 13 00.75434(W) AD(       ) 2
 FX4454  NAD 83(1986)-  36 12 53.35326(N)    076 13 00.75981(W) AD(       ) 2
 FX4454  NGVD 29 (11/01/90)    3.2    (m)           10.     (f) VERT ANG    3  
 FX4454
 FX4454.Superseded values are not recommended for survey control.
 FX4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4454.See file dsdata.txt to determine how the superseded data were derived.
 FX4454
 FX4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9062208461(NAD 83)
 FX4454_MARKER: DE = TRAVERSE STATION DISK
 FX4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4454_STAMPING: BATEMAN 1981
 FX4454_MARK LOGO: NCGS  
 FX4454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4454+STABILITY: SURFACE MOTION
 FX4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4454+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 FX4454
 FX4454  HISTORY     - Date     Condition        Report By
 FX4454  HISTORY     - 1981     MONUMENTED       NCGS
 FX4454  HISTORY     - 20011211 GOOD             NCGS
 FX4454
 FX4454                          STATION DESCRIPTION
 FX4454
 FX4454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FX4454'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTHWEST OF WEEKSVILLE
 FX4454'AND 5.7 MILES SOUTH OF ELIZABETH CITY.
 FX4454'
 FX4454'TO REACH THE STATION FROM THE INTERSECTION OF NC 34 AND SR 1100 IN
 FX4454'WEEKSVILLE, PROCEED SOUTHWEST ALONG SR 1100 FOR 0.1 MILE TO SR 1101,
 FX4454'THENCE NORTHWEST ALONG SR 1101 FOR 1.9 MILE TO SR 1182 ON LEFT, THENCE
 FX4454'SOUTHWEST ALONG SR 1182 FOR 0.9 MILE TO STATION ON RIGHT, IN YARD OF
 FX4454'W.B. BATEMAN FARM EQUIPMENT SHOP.
 FX4454'
 FX4454'STATION MARK IS A STANDARD DISK STAMPED---BATEMAN 1981---SET IN TOP OF
 FX4454'A 10 INCH CONCRETE CYLINDER, 8 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4454'136.3 FEET NORTH-NORTHWEST OF CENTERLINE OF ROAD, 51.0 FEET SOUTHWEST
 FX4454'OF NORTHWEST CORNER OF TWO STORY GREEN FARM HOUSE, 85.2 FEET NORTH-
 FX4454'NORTHEAST OF NORTH METAL POST AT NORTHEAST CORNER OF SCALES, 70.1 FEET
 FX4454'EAST OF SOUTHEAST CORNER OF BROWN BRICK SIDING FARM BUILDING AND 28.6
 FX4454'FEET WEST OF POLE WITH NIGHT LIGHT AND WITH REFERENCE TAG.
 FX4454
 FX4454                          STATION RECOVERY (2001)
 FX4454
 FX4454'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX4454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5664 ***********************************************************************
 EY5664  DESIGNATION -  BATEMAN
 EY5664  PID         -  EY5664
 EY5664  STATE/COUNTY-  NC/WASHINGTON
 EY5664  USGS QUAD   -  ROPER NORTH (1978)
 EY5664
 EY5664                         *CURRENT SURVEY CONTROL
 EY5664  ___________________________________________________________________
 EY5664* NAD 83(2001)-  35 56 06.04907(N)    076 31 02.74485(W)     ADJUSTED  
 EY5664* NAVD 88     -         2.960  (meters)       9.71   (feet)  ADJUSTED  
 EY5664  ___________________________________________________________________
 EY5664  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 EY5664  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 EY5664  DYNAMIC HT  -           2.957 (meters)       9.70  (feet)  COMP
 EY5664  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 EY5664
 EY5664  HORZ ORDER  -  SECOND
 EY5664  VERT ORDER  -  SECOND    CLASS II
 EY5664
 EY5664.The horizontal coordinates were established by classical geodetic methods
 EY5664.and adjusted by the National Geodetic Survey in August 2005.
 EY5664
 EY5664.The orthometric height was determined by differential leveling
 EY5664.and adjusted in May 2000.
 EY5664
 EY5664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5664
 EY5664.The geoid height was determined by GEOID03.
 EY5664
 EY5664.The dynamic height is computed by dividing the NAVD 88
 EY5664.geopotential number by the normal gravity value computed on the
 EY5664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY5664.degrees latitude (g = 980.6199 gals.).
 EY5664
 EY5664.The modeled gravity was interpolated from observed gravity values.
 EY5664
 EY5664;                    North         East     Units Scale Factor Converg.
 EY5664;SPC NC       -   245,191.170   833,586.478   MT  0.99994358   +1 25 58.3
 EY5664;SPC NC       -   804,431.36  2,734,858.30   sFT  0.99994358   +1 25 58.3
 EY5664;UTM  18      - 3,977,804.435   363,120.579   MT  0.99983087   -0 53 26.4
 EY5664
 EY5664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5664!SPC NC       -   1.00000534  x   0.99994358  =   0.99994892
 EY5664!UTM  18      -   1.00000534  x   0.99983087  =   0.99983621
 EY5664
 EY5664                          SUPERSEDED SURVEY CONTROL
 EY5664
 EY5664  NAD 83(1986)-  35 56 06.06321(N)    076 31 02.75672(W) AD(       ) 2
 EY5664  NGVD 29 (12/10/90)    3.3    (m)           11.     (f) VERT ANG    3  
 EY5664
 EY5664.Superseded values are not recommended for survey control.
 EY5664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5664.See file dsdata.txt to determine how the superseded data were derived.
 EY5664
 EY5664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6312177804(NAD 83)
 EY5664_MARKER: DE = TRAVERSE STATION DISK
 EY5664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5664_STAMPING: BATEMAN 1978
 EY5664_MARK LOGO: NCGS  
 EY5664_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EY5664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5664+STABILITY: SURFACE MOTION
 EY5664
 EY5664  HISTORY     - Date     Condition        Report By
 EY5664  HISTORY     - 1978     MONUMENTED       NCGS
 EY5664  HISTORY     - 19860101 GOOD             NCGS
 EY5664
 EY5664                          STATION DESCRIPTION
 EY5664
 EY5664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5664'THE STATION IS LOCATED APPROXIMATELY 6.8 MILES NORTHEAST OF ROPER AND
 EY5664'8.3 MILES NORTHWEST OF CRESWELL.
 EY5664'
 EY5664'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH NC 32, IN THE
 EY5664'COMMUNITY OF SKINNERSVILLE, PROCEED NORTHWESTERLY ALONG US 64-NC 32
 EY5664'FOR 0.50 MILE TO L.S. BATEMANS TWO STORY WHITE FRAME HOUSE, THENCE
 EY5664'WEST ALONG A DRIVEWAY FOR 0.05 MILES TO ANOTHER FIELD ROAD, THENCE
 EY5664'SOUTHEAST ALONG FIELD ROAD FOR 0.05 MILE TO STATION IN THE MIDDLE OF
 EY5664'FIELD ROAD, APPROXIMATELY 75 FEET WEST OF A LARGE STORAGE BARN.
 EY5664'
 EY5664'STATION MARK IS A STANDARD DISK STAMPED---BATEMAN 1978---,SET IN THE
 EY5664'TOP OF A 9 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 EY5664'SURFACE.  THE MARK IS 209.8 FEET SOUTHWEST OF THE CENTERLINE OF US 64,
 EY5664'73.3 FEET WEST-NORTHWEST OF SOUTHERNMOST CORNER OF THE STORAGE BARN,
 EY5664'13.2 FEET SOUTHWEST OF A SERVICE POLE WITH A LIGHT AND REFERENCE TAG,
 EY5664'13.6 FEET SOUTH OF A CORNER FENCE POST WITH REFERENCE TAG AND
 EY5664'81.5 FEET NORTH-NORTHWEST OF AN 8 INCH PIN OAK WITH REFERENCE TAG.
 EY5664
 EY5664                          STATION RECOVERY (1986)
 EY5664
 EY5664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY5664'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AS
 EY5664'FOLLOWS. MARK IS ALSO 45.5 FT (13.9 M) WEST OF THE WESTMOST CORNER OF
 EY5664'STORAGE BARN, AND 97.0 FT (29.6 M) SOUTHWEST OF AN 18-INCH HOLLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1586 ***********************************************************************
 FZ1586  DESIGNATION -  BATES
 FZ1586  PID         -  FZ1586
 FZ1586  STATE/COUNTY-  NC/FORSYTH
 FZ1586  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ1586
 FZ1586                         *CURRENT SURVEY CONTROL
 FZ1586  ___________________________________________________________________
 FZ1586* NAD 83(2001)-  36 01 53.85690(N)    080 17 34.00854(W)     ADJUSTED  
 FZ1586* NAVD 88     -       257.9    (meters)     846.     (feet)  VERTCON   
 FZ1586  ___________________________________________________________________
 FZ1586  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 FZ1586  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 FZ1586  HORZ ORDER  -  SECOND
 FZ1586
 FZ1586.The horizontal coordinates were established by classical geodetic methods
 FZ1586.and adjusted by the National Geodetic Survey in August 2005.
 FZ1586
 FZ1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1586
 FZ1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1586
 FZ1586.The geoid height was determined by GEOID03.
 FZ1586
 FZ1586;                    North         East     Units Scale Factor Converg.
 FZ1586;SPC NC       -   253,868.522   493,093.312   MT  0.99996511   -0 44 46.2
 FZ1586;SPC NC       -   832,900.31  1,617,756.97   sFT  0.99996511   -0 44 46.2
 FZ1586;UTM  17      - 3,987,687.666   563,715.086   MT  0.99965002   +0 24 57.7
 FZ1586
 FZ1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1586!SPC NC       -   0.99996463  x   0.99996511  =   0.99992974
 FZ1586!UTM  17      -   0.99996463  x   0.99965002  =   0.99961466
 FZ1586
 FZ1586|---------------------------------------------------------------------|
 FZ1586| PID    Reference Object                     Distance      Geod. Az  |
 FZ1586|                                                           dddmmss.s |
 FZ1586| FZ1588 EDDINGER                            200.397 METERS 00322     |
 FZ1586| FZ1585 GARISE                              APPROX. 0.6 KM 2454313.0 |
 FZ1586|---------------------------------------------------------------------|
 FZ1586
 FZ1586                          SUPERSEDED SURVEY CONTROL
 FZ1586
 FZ1586  NAD 83(1993)-  36 01 53.86450(N)    080 17 34.01322(W) AD(       ) 2
 FZ1586  NAD 83(1986)-  36 01 53.86319(N)    080 17 34.01343(W) AD(       ) 2
 FZ1586  NAD 27      -  36 01 53.36907(N)    080 17 34.82818(W) AD(       ) 2
 FZ1586  NGVD 29 (07/19/86)  258.1    (m)          847.     (f) VERT ANG    3  
 FZ1586
 FZ1586.Superseded values are not recommended for survey control.
 FZ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1586.See file dsdata.txt to determine how the superseded data were derived.
 FZ1586
 FZ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6371587688(NAD 83)
 FZ1586_MARKER: DE = TRAVERSE STATION DISK
 FZ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1586_STAMPING: BATES 1970
 FZ1586_MARK LOGO: NCGS  
 FZ1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1586+STABILITY: SURFACE MOTION
 FZ1586
 FZ1586  HISTORY     - Date     Condition        Report By
 FZ1586  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1586
 FZ1586                          STATION DESCRIPTION
 FZ1586
 FZ1586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1586'BATES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1586'THE VICINITY OF CLEMMONS, NORTH CAROLINA.
 FZ1586'
 FZ1586'BATES IS LOCATED APPROXIMATELY 5.0 MILES EAST OF CLEMMONS AND
 FZ1586'5.2 MILES SOUTHWEST OF WINSTON SALEM.  TO REACH STATION PROCEED
 FZ1586'FROM INTERSECTION OF SR 2902, SR 1120 AND SR 2965. GO NORTH ON SR
 FZ1586'2902 (ELBERT ROAD) FOR 0.5 MILE TO STATION ON RIGHT, IN THE
 FZ1586'NORTHWEST CORNER OF YARD OWNED BY MR. BATES, AND AT THE
 FZ1586'INTERSECTION OF SR 2902 AND SR 2961 (LAKE DRIVE).
 FZ1586'
 FZ1586'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1586'BATES 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1586'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1586'
 FZ1586'MARK IS
 FZ1586'19.5 FEET E OF C/L OF SR 2902.
 FZ1586'40.6 FEET S OF C/L OF SR 2961.
 FZ1586'33.8 FEET N OF C/L OF DRIVEWAY.
 FZ1586'54.4 FEET E OF ALUMINUM REF. TAG ON PP NO. 8.
 FZ1586'10.5 FEET W OF ALUMINUM REF. TAG ON PP NO. 9.
 FZ1586'16.0 FEET SW OF ALUMINUM REF. TAG ON SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3519 ***********************************************************************
 FB3519  DESIGNATION -  BATES
 FB3519  PID         -  FB3519
 FB3519  STATE/COUNTY-  NC/MACON
 FB3519  USGS QUAD   -  PRENTISS (1978)
 FB3519
 FB3519                         *CURRENT SURVEY CONTROL
 FB3519  ___________________________________________________________________
 FB3519* NAD 83(2001)-  35 05 27.55221(N)    083 22 59.64522(W)     ADJUSTED  
 FB3519* NAVD 88     -       629.2    (meters)    2064.     (feet)  VERTCON   
 FB3519  ___________________________________________________________________
 FB3519  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FB3519  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FB3519  HORZ ORDER  -  SECOND
 FB3519
 FB3519.The horizontal coordinates were established by classical geodetic methods
 FB3519.and adjusted by the National Geodetic Survey in August 2005.
 FB3519
 FB3519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3519
 FB3519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3519
 FB3519.The geoid height was determined by GEOID03.
 FB3519
 FB3519;                    North         East     Units Scale Factor Converg.
 FB3519;SPC NC       -   157,577.256   210,086.378   MT  0.99987651   -2 31 47.5
 FB3519;SPC NC       -   516,984.71    689,258.39   sFT  0.99987651   -2 31 47.5
 FB3519;UTM  17      - 3,885,731.619   282,745.470   MT  1.00018174   -1 22 14.2
 FB3519
 FB3519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3519!SPC NC       -   0.99990572  x   0.99987651  =   0.99978224
 FB3519!UTM  17      -   0.99990572  x   1.00018174  =   1.00008744
 FB3519
 FB3519                          SUPERSEDED SURVEY CONTROL
 FB3519
 FB3519  NAD 83(1995)-  35 05 27.55227(N)    083 22 59.64494(W) AD(       ) 2
 FB3519  NAD 83(1986)-  35 05 27.55779(N)    083 22 59.66400(W) AD(       ) 2
 FB3519  NGVD 29 (09/18/91)  629.2    (m)         2064.     (f) VERT ANG    3  
 FB3519
 FB3519.Superseded values are not recommended for survey control.
 FB3519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3519.See file dsdata.txt to determine how the superseded data were derived.
 FB3519
 FB3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8274585732(NAD 83)
 FB3519_MARKER: DE = TRAVERSE STATION DISK
 FB3519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3519_STAMPING: BATES 1978
 FB3519_MARK LOGO: NCGS  
 FB3519_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3519+STABILITY: SURFACE MOTION
 FB3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3519+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1994
 FB3519
 FB3519  HISTORY     - Date     Condition        Report By
 FB3519  HISTORY     - 1978     MONUMENTED       NCGS
 FB3519  HISTORY     - 1985     GOOD             USPSQD
 FB3519  HISTORY     - 19940125 SEE DESCRIPTION  NCGS
 FB3519
 FB3519                          STATION DESCRIPTION
 FB3519
 FB3519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3519'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF OTTO AND 6.4
 FB3519'MILES SOUTH OF FRANKLIN.
 FB3519'
 FB3519'TO REACH THE STATION FROM THE US 441 OVERPASS OF US 64 SOUTH OF
 FB3519'FRANKLIN, PROCEED SOUTH ALONG US 441 FOR 5.4 MILES TO STATION IN LEFT
 FB3519'SHOULDER, AND 0.1 MILE SOUTH OF SR 1115 AND SR 1644 (CROSSROAD).
 FB3519'
 FB3519'STATION MARK IS A STANDARD DISK STAMPED---BATES 1978---SET IN TOP OF A
 FB3519'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK IS
 FB3519'20.5 FEET EAST OF THE CENTERLINE OF US 441, 84.2 FEET NORTH OF A 15
 FB3519'INCH POPLAR WITH REFERENCE TAG, AND 115.8 FEET SOUTH-SOUTHWEST OF
 FB3519'A WEST WOODEN POST OF ADVERTISING SIGN WITH REFERENCE TAG.
 FB3519
 FB3519                          STATION RECOVERY (1985)
 FB3519
 FB3519'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 FB3519'RECOVERED IN GOOD CONDITION.
 FB3519
 FB3519                          STATION RECOVERY (1994)
 FB3519
 FB3519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994
 FB3519'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3759 ***********************************************************************
 EY3759  DESIGNATION -  BATH
 EY3759  PID         -  EY3759
 EY3759  STATE/COUNTY-  NC/BEAUFORT
 EY3759  USGS QUAD   -  BATH (1993)
 EY3759
 EY3759                         *CURRENT SURVEY CONTROL
 EY3759  ___________________________________________________________________
 EY3759* NAD 83(2001)-  35 27 03.38395(N)    076 50 57.71296(W)     ADJUSTED  
 EY3759* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3759  ___________________________________________________________________
 EY3759  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EY3759  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 EY3759  HORZ ORDER  -  THIRD
 EY3759
 EY3759.The horizontal coordinates were established by classical geodetic methods
 EY3759.and adjusted by the National Geodetic Survey in August 2005.
 EY3759
 EY3759.The orthometric height was scaled from a topographic map.
 EY3759
 EY3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3759
 EY3759.The geoid height was determined by GEOID03.
 EY3759
 EY3759;                    North         East     Units Scale Factor Converg.
 EY3759;SPC NC       -   190,800.397   804,806.654   MT  0.99987861   +1 14 28.6
 EY3759;SPC NC       -   625,984.30  2,640,436.50   sFT  0.99987861   +1 14 28.6
 EY3759;UTM  18      - 3,924,623.821   332,163.841   MT  0.99994714   -1 04 22.4
 EY3759
 EY3759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3759!SPC NC       -   1.00000571  x   0.99987861  =   0.99988431
 EY3759!UTM  18      -   1.00000571  x   0.99994714  =   0.99995285
 EY3759
 EY3759|---------------------------------------------------------------------|
 EY3759| PID    Reference Object                     Distance      Geod. Az  |
 EY3759|                                                           dddmmss.s |
 EY3759| EY4754 BATH RM 2                             7.565 METERS 02806     |
 EY3759| EY4753 BATH RM 1                             6.570 METERS 09356     |
 EY3759| EY3761 BAYVIEW                             APPROX. 5.4 KM 1080028.3 |
 EY3759|---------------------------------------------------------------------|
 EY3759
 EY3759                          SUPERSEDED SURVEY CONTROL
 EY3759
 EY3759  NAD 83(1986)-  35 27 03.39788(N)    076 50 57.71651(W) AD(       ) 3
 EY3759  NAD 27      -  35 27 02.80000(N)    076 50 58.93300(W) AD(       ) 3
 EY3759
 EY3759.Superseded values are not recommended for survey control.
 EY3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3759.See file dsdata.txt to determine how the superseded data were derived.
 EY3759
 EY3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3216424624(NAD 83)
 EY3759_MARKER: DS = TRIANGULATION STATION DISK
 EY3759_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3759_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3759
 EY3759  HISTORY     - Date     Condition        Report By
 EY3759  HISTORY     - 1933     MONUMENTED       CGS
 EY3759  HISTORY     - 1949     GOOD             CGS
 EY3759
 EY3759                          STATION DESCRIPTION
 EY3759
 EY3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3759'STATION IS ON THE N SHORE ON THE PAMLICO RIVER, ON A ROUNDING
 EY3759'POINT ABOUT 1.5 MILES W OF BATH CREEK, IN A HEAVILY WOODED
 EY3759'AREA WITH THICK UNDERGROWTH.  IT IS THE SAME GENERAL LOCATION
 EY3759'AS OLD STATION BROWN 2 (1914).  IT IS ABOUT 8 METERS FROM THE
 EY3759'WATER LINE, 2 METERS N OF A ROAD LEADING ALONG THE BEACH.
 EY3759'
 EY3759'STATION MARK IS A STANDARD DISK SET IN TOP OF AN 8-INCH
 EY3759'TERRA-COTTA TILE, WITH A LARGE CEMENT
 EY3759'COLLAR AROUND THE PROJECTING PART OF THE TILE.
 EY3759'
 EY3759'REFERENCE MARK NO.1 IS THE ONE ESTABLISHED IN 1914, WITH THE
 EY3759'ARROW TURNED TO POINT TO THE NEW STATION, AND STAMPED, NO.1
 EY3759'1933.  IT IS E OF THE STATION.  REFERENCE MARK NO.2 IS A
 EY3759'STANDARD DISK STAMPED NO.2 1933, IN A 6-INCH TILE, AS DESCRIBED
 EY3759'IN NOTE 13A, BACK FROM THE STATION AND AGAINST THE THICKLY
 EY3759'WOODED FRESH WATER BRANCH.
 EY3759'
 EY3759'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS.
 EY3759
 EY3759                          STATION RECOVERY (1949)
 EY3759
 EY3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3759'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, EXCEPT
 EY3759'REFERENCE MARK 1 WHICH IS LYING ON ITS SIDE AT THE EDGE OF THE
 EY3759'BANK, DUE TO EROSION OF THE SHORELINE.  DISTANCE TO REFERENCE
 EY3759'MARK 2 WAS MEASURED WITH A STEEL TAPE AND FOUND TO BE
 EY3759'CORRECT.  THE ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW
 EY3759'DESCRIPTION FOLLOWS--
 EY3759'
 EY3759'STATION IS LOCATED ON THE N SIDE OF PAMLICO RIVER, ABOUT 1.5
 EY3759'MILES W OF BATH CREEK, NEAR THE SUMMER HOME OF FRANK KUGLER,
 EY3759'108 METERS W OF THE HOUSE, 25.0 FEET S OF THE CENTER OF THE
 EY3759'ROAD ALONG THE SHORE, 53.3 FEET SE OF A BRIDGE ACROSS A SMALL
 EY3759'DRAIN, AND 16.0 FEET N OF MEAN HIGH-WATER LINE.
 EY3759'
 EY3759'STATION MARK IS A BRONZE STATION DISK, STAMPED BATH 1933, AND
 EY3759'SET IN THE TOP OF A CONCRETE-FILLED TILE WITH A CONCRETE COLLAR
 EY3759'AROUND THE TOP.
 EY3759'
 EY3759'REFERENCE MARK 2 IS N OF THE STATION, AT THE EDGE OF THE ROAD,
 EY3759'53.2 FEET E OF A BRIDGE ACROSS A SMALL DRAIN.  IT IS A BRONZE
 EY3759'REFERENCE DISK, STAMPED NO 2 1933, SET IN THE TOP OF A
 EY3759'CONCRETE-FILLED TILE WITH A CONCRETE COLLAR AROUND THE TOP,
 EY3759'AND PROJECTING 2 INCHES ABOVE THE GROUND.
 EY3759'
 EY3759'TO REACH FROM BATH, TRAVEL W ON STATE HIGHWAY 92 FOR ABOUT
 EY3759'2.0 MILES TO THE TOWN OF WHITE POST, TURN LEFT ON DIRT ROAD
 EY3759'AT BALL PARK, AT 0.5 MILE KEEP RIGHT AT FORK, PROCEED 0.6
 EY3759'MILE TO INTERSECTION, THEN LEFT 0.9 MILE TO
 EY3759'INTERSECTION.  CONTINUE LEFT 1.0 MILE TO EDGE OF FIELD AND
 EY3759'SIGN READING HAWKINS.  FOLLOW ROAD LEFT ALONG E EDGE OF FIELD
 EY3759'PAST SUMMER HOUSES ON SHORE 0.5 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3758 ***********************************************************************
 EY3758  DESIGNATION -  BATH TANK
 EY3758  PID         -  EY3758
 EY3758  STATE/COUNTY-  NC/BEAUFORT
 EY3758  USGS QUAD   -  BATH (1993)
 EY3758
 EY3758                         *CURRENT SURVEY CONTROL
 EY3758  ___________________________________________________________________
 EY3758* NAD 83(2001)-  35 28 38.77256(N)    076 48 52.39562(W)     ADJUSTED  
 EY3758* NAVD 88     -              **(meters)            **(feet)            
 EY3758  ___________________________________________________________________
 EY3758  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EY3758  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 EY3758  HORZ ORDER  -  THIRD
 EY3758
 EY3758.The horizontal coordinates were established by classical geodetic methods
 EY3758.and adjusted by the National Geodetic Survey in August 2005.
 EY3758
 EY3758
 EY3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3758
 EY3758.The geoid height was determined by GEOID03.
 EY3758
 EY3758;                    North         East     Units Scale Factor Converg.
 EY3758;SPC NC       -   193,808.135   807,901.053   MT  0.99988032   +1 15 40.9
 EY3758;SPC NC       -   635,852.19  2,650,588.70   sFT  0.99988032   +1 15 40.9
 EY3758;UTM  18      - 3,927,504.318   335,377.376   MT  0.99993398   -1 03 12.1
 EY3758
 EY3758                          SUPERSEDED SURVEY CONTROL
 EY3758
 EY3758  NAD 83(1986)-  35 28 38.78327(N)    076 48 52.40677(W) AD(       ) 4
 EY3758  NAD 27      -  35 28 38.19300(N)    076 48 53.63000(W) AD(       ) 3
 EY3758
 EY3758.Superseded values are not recommended for survey control.
 EY3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3758.See file dsdata.txt to determine how the superseded data were derived.
 EY3758
 EY3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3537727504(NAD 83)
 EY3758_MARKER: 51 = TANK
 EY3758
 EY3758  HISTORY     - Date     Condition        Report By
 EY3758  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3758  HISTORY     - 1949     GOOD             CGS
 EY3758  HISTORY     - 20050430 MARK NOT FOUND   USPSQD
 EY3758
 EY3758                          STATION DESCRIPTION
 EY3758
 EY3758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3758'THE STATION IS THE CENTER OF THE BALL FINIAL OF THE TANK OWNED BY
 EY3758'T.A. BROOKS AND SITUATED JUST NORTH OF HIS BRICK STORE AND JUST WEST
 EY3758'OF HIS RESIDENCE IN THE VILLAGE OF BATH.
 EY3758
 EY3758                          STATION RECOVERY (1949)
 EY3758
 EY3758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3758'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 EY3758'ADEQUATE EXCEPT ADD THAT THE TANK IS ABOUT 200 YARDS W OF THE BRIDGE
 EY3758'ACROSS BATH CREEK.  IT IS NOT TO BE CONFUSED WITH THE NEW TANK AT
 EY3758'THE SCHOOL.
 EY3758
 EY3758                          STATION RECOVERY (2005)
 EY3758
 EY3758'RECOVERY NOTE BY US POWER SQUADRON 2005 (DD)
 EY3758'WATER TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5166 ***********************************************************************
 FA5166  DESIGNATION -  BATON
 FA5166  PID         -  FA5166
 FA5166  STATE/COUNTY-  NC/CALDWELL
 FA5166  USGS QUAD   -  DREXEL (1993)
 FA5166
 FA5166                         *CURRENT SURVEY CONTROL
 FA5166  ___________________________________________________________________
 FA5166* NAD 83(2007)-  35 48 35.86426(N)    081 32 03.89227(W)     ADJUSTED  
 FA5166* NAVD 88     -       369.72   (+/-2cm)    1213.0    (feet)  VERTCON   
 FA5166  ___________________________________________________________________
 FA5166  EPOCH DATE  -        2002.00
 FA5166  X           -     762,374.956 (meters)                     COMP
 FA5166  Y           -  -5,122,214.147 (meters)                     COMP
 FA5166  Z           -   3,711,309.596 (meters)                     COMP
 FA5166  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 FA5166  ELLIP HEIGHT-         337.420 (meters)          (02/10/07) ADJUSTED
 FA5166  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 FA5166
 FA5166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5166  Type    PID    Designation                      North   East  Ellip
 FA5166  -------------------------------------------------------------------
 FA5166  NETWORK FA5166 BATON                             4.33   2.65   7.94
 FA5166  -------------------------------------------------------------------
 FA5166  VERT ORDER  -  THIRD (See Below)
 FA5166
 FA5166.The horizontal coordinates were established by GPS observations
 FA5166.and adjusted by the National Geodetic Survey in February 2007.
 FA5166
 FA5166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5166.The horizontal coordinates are valid at the epoch date displayed above.
 FA5166.The epoch date for horizontal control is a decimal equivalence
 FA5166.of Year/Month/Day.
 FA5166
 FA5166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5166.The vertical order pertains to the NGVD 29 superseded value.
 FA5166
 FA5166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5166
 FA5166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5166
 FA5166.The ellipsoidal height was determined by GPS observations
 FA5166.and is referenced to NAD 83.
 FA5166
 FA5166.The geoid height was determined by GEOID03.
 FA5166
 FA5166;                    North         East     Units Scale Factor Converg.
 FA5166;SPC NC       -   231,439.565   380,585.293   MT  0.99991994   -1 27 46.0
 FA5166;SPC NC       -   759,314.64  1,248,636.92   sFT  0.99991994   -1 27 46.0
 FA5166;UTM  17      - 3,963,002.575   451,718.974   MT  0.99962872   -0 18 45.7
 FA5166
 FA5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5166!SPC NC       -   0.99994704  x   0.99991994  =   0.99986699
 FA5166!UTM  17      -   0.99994704  x   0.99962872  =   0.99957578
 FA5166
 FA5166:                Primary Azimuth Mark                     Grid Az
 FA5166:SPC NC       -  BATON AZ MK                              155 58 18.1
 FA5166:UTM  17      -  BATON AZ MK                              154 49 17.8
 FA5166
 FA5166|---------------------------------------------------------------------|
 FA5166| PID    Reference Object                     Distance      Geod. Az  |
 FA5166|                                                           dddmmss.s |
 FA5166| FA5167 BATON AZ MK                         APPROX. 0.6 KM 1543032.1 |
 FA5166| CS7431 SMITH MTN RADIO MAST                               1755306.2 |
 FA5166|---------------------------------------------------------------------|
 FA5166
 FA5166                          SUPERSEDED SURVEY CONTROL
 FA5166
 FA5166  NAD 83(1995)-  35 48 35.87029(N)    081 32 03.89480(W) AD(       ) 1
 FA5166  NAD 83(1986)-  35 48 35.87148(N)    081 32 03.89547(W) AD(       ) 1
 FA5166  NGVD 29 (02/04/93)  369.89   (m)         1213.5    (f) LEVELING    3  
 FA5166
 FA5166.Superseded values are not recommended for survey control.
 FA5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5166.See file dsdata.txt to determine how the superseded data were derived.
 FA5166
 FA5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5171963003(NAD 83)
 FA5166_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5166_SP_SET: CONCRETE POST
 FA5166_STAMPING: BATON 1988
 FA5166_MARK LOGO: NCGS  
 FA5166_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5166+STABILITY: SURFACE MOTION
 FA5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5166+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1997
 FA5166
 FA5166  HISTORY     - Date     Condition        Report By
 FA5166  HISTORY     - 1988     MONUMENTED       NCGS
 FA5166  HISTORY     - 19970127 SEE DESCRIPTION  NCGS
 FA5166
 FA5166                          STATION DESCRIPTION
 FA5166
 FA5166'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5166'STATION IS LOCATED ABOUT 11.63 KM (7.23 MI) SOUTH OF LENOIR, AND IN
 FA5166'BATON AT THE TRI COUNTY GOLF COURSE IN FRONT OF PRO SHOP.
 FA5166'MARK IS FLUSH WITH GROUND AND 4 FT (1.2 M) LOWER THAN THE ROAD.
 FA5166'LOCATED 74.0 FT (22.6 M) EAST-NORTHEAST OF THE CENTERLINE OF SR 1001,
 FA5166'106.0 FT (32.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF SOUTH
 FA5166'DRIVEWAY, 148.5 FT (45.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FA5166'NORTH DRIVEWAY, 188.2 FT (57.4 M) WEST OF SOUTHWEST CORNER OF PRO
 FA5166'SHOP, 71.0 FT (21.6 M) NORTH-NORTHEAST OF WEST POST OF GOLF COURSE
 FA5166'SIGN, AND 62.0 FT (18.9 M) EAST-SOUTHEAST OF TELEPHONE POLE WITH A
 FA5166'REFERENCE TAG.
 FA5166
 FA5166                          STATION RECOVERY (1997)
 FA5166
 FA5166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA5166'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  PROBABLY DESTROYED BY
 FA5166'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5167 ***********************************************************************
 FA5167  DESIGNATION -  BATON AZ MK
 FA5167  PID         -  FA5167
 FA5167  STATE/COUNTY-  NC/CALDWELL
 FA5167  USGS QUAD   -  DREXEL (1993)
 FA5167
 FA5167                         *CURRENT SURVEY CONTROL
 FA5167  ___________________________________________________________________
 FA5167* NAD 83(1995)-  35 48 19.59489(N)    081 31 54.36888(W)     NO CHECK  
 FA5167* NAVD 88     -       365.19   (+/-2cm)    1198.1    (feet)  VERTCON   
 FA5167  ___________________________________________________________________
 FA5167  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 FA5167  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FA5167  HORZ ORDER  -  SECOND
 FA5167  VERT ORDER  -  THIRD (See Below)
 FA5167
 FA5167.The horizontal coordinates were established by classical geodetic methods
 FA5167.and adjusted by the National Geodetic Survey in April 1999.
 FA5167.No horizontal observational check was made to the station.
 FA5167
 FA5167.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5167.The vertical order pertains to the NGVD 29 superseded value.
 FA5167
 FA5167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5167
 FA5167.The geoid height was determined by GEOID03.
 FA5167
 FA5167;                    North         East     Units Scale Factor Converg.
 FA5167;SPC NC       -   230,932.231   380,811.499   MT  0.99991918   -1 27 40.5
 FA5167;SPC NC       -   757,650.16  1,249,379.06   sFT  0.99991918   -1 27 40.5
 FA5167;UTM  17      - 3,962,500.030   451,955.249   MT  0.99962844   -0 18 40.0
 FA5167
 FA5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5167!SPC NC       -   0.99994776  x   0.99991918  =   0.99986695
 FA5167!UTM  17      -   0.99994776  x   0.99962844  =   0.99957622
 FA5167
 FA5167                          SUPERSEDED SURVEY CONTROL
 FA5167
 FA5167  NAD 83(1986)-  35 48 19.59606(N)    081 31 54.36958(W) AD(       ) 2
 FA5167  NGVD 29 (02/04/93)  365.36   (m)         1198.7    (f) LEVELING    3  
 FA5167
 FA5167.Superseded values are not recommended for survey control.
 FA5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5167.See file dsdata.txt to determine how the superseded data were derived.
 FA5167
 FA5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5195562500(NAD 83)
 FA5167_MARKER: DZ = AZIMUTH MARK DISK
 FA5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5167_SP_SET: CONCRETE POST
 FA5167_STAMPING: BATON 1988
 FA5167_MARK LOGO: NCGS  
 FA5167_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5167+STABILITY: SURFACE MOTION
 FA5167
 FA5167  HISTORY     - Date     Condition        Report By
 FA5167  HISTORY     - 1988     MONUMENTED       NCGS
 FA5167
 FA5167                          STATION DESCRIPTION
 FA5167
 FA5167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5167'STATION IS ABOUT 12.15 KM (7.55 MI) SOUTH OF LENOIR, AND IN BATON.
 FA5167'ALONG SR 1001 FOR 0.5 KM (0.3 MI) SOUTH FROM THE TRI COUNTY GOLF
 FA5167'COURSE, ACROSS ROAD FROM BATON WATER CORPORATION BUILDING.
 FA5167'MARK IS 1 INCH BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 21.3 FT
 FA5167'(6.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 63.8 FT
 FA5167'(19.4 M) NORTHEAST OF NORTHEAST CORNER OF WHITE HOUSE, 73.5 FT
 FA5167'(22.4 M) WEST OF SOUTHWEST CORNER OF BATON WATER CORPORATION, 104.2
 FA5167'FT (31.8 M) NORTH-NORTHWEST OF FIRE HYDRANT--AND 17.2 FT (5.2 M)
 FA5167'NORTH-NORTHEAST OF POWER POLE (65T), 145.5 SOUTH-SOUTHEAST OF POWER
 FA5167'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3117 ***********************************************************************
 FB3117  DESIGNATION -  BATSON
 FB3117  PID         -  FB3117
 FB3117  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3117  USGS QUAD   -  BREVARD (1991)
 FB3117
 FB3117                         *CURRENT SURVEY CONTROL
 FB3117  ___________________________________________________________________
 FB3117* NAD 83(2001)-  35 13 24.02461(N)    082 43 13.36189(W)     ADJUSTED  
 FB3117* NAVD 88     -       698.9    (meters)    2293.     (feet)  VERTCON   
 FB3117  ___________________________________________________________________
 FB3117  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FB3117  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB3117  HORZ ORDER  -  SECOND
 FB3117
 FB3117.The horizontal coordinates were established by classical geodetic methods
 FB3117.and adjusted by the National Geodetic Survey in August 2005.
 FB3117
 FB3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3117
 FB3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3117
 FB3117.The geoid height was determined by GEOID03.
 FB3117
 FB3117;                    North         East     Units Scale Factor Converg.
 FB3117;SPC NC       -   169,782.766   271,022.472   MT  0.99987271   -2 08 50.3
 FB3117;SPC NC       -   557,028.96    889,179.56   sFT  0.99987271   -2 08 50.3
 FB3117;UTM  17      - 3,899,167.064   343,432.442   MT  0.99990211   -0 59 32.8
 FB3117
 FB3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3117!SPC NC       -   0.99989503  x   0.99987271  =   0.99976776
 FB3117!UTM  17      -   0.99989503  x   0.99990211  =   0.99979715
 FB3117
 FB3117:                Primary Azimuth Mark                     Grid Az
 FB3117:SPC NC       -  BREVARD OLIN MILLS NE TANK               020 19 03.4
 FB3117:UTM  17      -  BREVARD OLIN MILLS NE TANK               019 09 45.9
 FB3117
 FB3117|---------------------------------------------------------------------|
 FB3117| PID    Reference Object                     Distance      Geod. Az  |
 FB3117|                                                           dddmmss.s |
 FB3117| FB3350 BREVARD OLIN MILLS NE TANK                         0181013.1 |
 FB3117|---------------------------------------------------------------------|
 FB3117
 FB3117                          SUPERSEDED SURVEY CONTROL
 FB3117
 FB3117  NAD 83(1995)-  35 13 24.02485(N)    082 43 13.36070(W) AD(       ) 2
 FB3117  NAD 83(1986)-  35 13 24.02845(N)    082 43 13.35660(W) AD(       ) 2
 FB3117  NAD 27      -  35 13 23.61648(N)    082 43 13.91252(W) AD(       ) 2
 FB3117  NGVD 29 (07/19/86)  698.9    (m)         2293.     (f) VERT ANG    3  
 FB3117
 FB3117.Superseded values are not recommended for survey control.
 FB3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3117.See file dsdata.txt to determine how the superseded data were derived.
 FB3117
 FB3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4343299167(NAD 83)
 FB3117_MARKER: DE = TRAVERSE STATION DISK
 FB3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB3117_STAMPING: BATSON 1975
 FB3117_MARK LOGO: NCGS  
 FB3117_PROJECTION: FLUSH
 FB3117_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3117+STABILITY: SURFACE MOTION
 FB3117
 FB3117  HISTORY     - Date     Condition        Report By
 FB3117  HISTORY     - 1975     MONUMENTED       NCGS
 FB3117  HISTORY     - 19840101 GOOD             NCGS
 FB3117
 FB3117                          STATION DESCRIPTION
 FB3117
 FB3117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3117'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF BREVARD AND
 FB3117'2.4 MILES SOUTH-SOUTHWEST OF PISGAH FOREST.
 FB3117'
 FB3117'TO REACH THE STATION FROM US 64 AND US 276 IN BREVARD, PROCEED
 FB3117'SOUTHEAST ALONG US 276 FOR 0.9 MILE TO ENTRANCE TO BREVARD ELEMENTARY
 FB3117'SCHOOL, CONTINUE SOUTHEAST ALONG US 276 FOR 0.1 MILE TO PASTURE
 FB3117'ENTRANCE OF BATSON FARM, EAST-SOUTHEAST ACROSS PASTURE APPROXIMATELY
 FB3117'250 YARDS TO TIMBERED HILL AND STATION LOCATED ON NORTH RIDGE
 FB3117'APPROXIMATELY 100 FEET FROM TOP OF HILL.
 FB3117'
 FB3117'STATION MARK IS A STANDARD DISK, STAMPED---BATSON 1975---, SET IN THE
 FB3117'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES ABOVE THE
 FB3117'GROUND SURFACE.  MARK IS 15.4 FEET SOUTH-SOUTHEAST OF 5 INCH SOURWOOD
 FB3117'WITH REFERENCE TAG, 8.0 FEET NORTHEAST OF 3 INCH SOURWOOD WITH
 FB3117'REFERENCE TAG, 10.7 FEET SOUTHWEST OF 18 INCH BIRCH WITH REFERENCE TAG
 FB3117'AND 34.1 FEET WEST-NORTHWEST OF 24 INCH OAK WITH REFERENCE TAG.
 FB3117
 FB3117                          STATION RECOVERY (1984)
 FB3117
 FB3117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB3117'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0830 ***********************************************************************
 EB0830  DESIGNATION -  BATTEN
 EB0830  PID         -  EB0830
 EB0830  STATE/COUNTY-  NC/BLADEN
 EB0830  USGS QUAD   -  BLADENBORO (1986)
 EB0830
 EB0830                         *CURRENT SURVEY CONTROL
 EB0830  ___________________________________________________________________
 EB0830* NAD 83(2001)-  34 35 44.56374(N)    078 45 44.64049(W)     ADJUSTED  
 EB0830* NAVD 88     -        38.272  (meters)     125.56   (feet)  ADJUSTED  
 EB0830  ___________________________________________________________________
 EB0830  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 EB0830  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0830  DYNAMIC HT  -          38.235 (meters)     125.44  (feet)  COMP
 EB0830  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 EB0830
 EB0830  HORZ ORDER  -  SECOND
 EB0830  VERT ORDER  -  SECOND    CLASS II
 EB0830
 EB0830.The horizontal coordinates were established by classical geodetic methods
 EB0830.and adjusted by the National Geodetic Survey in August 2005.
 EB0830
 EB0830.The orthometric height was determined by differential leveling
 EB0830.and adjusted in June 1991.
 EB0830
 EB0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0830
 EB0830.The geoid height was determined by GEOID03.
 EB0830
 EB0830.The dynamic height is computed by dividing the NAVD 88
 EB0830.geopotential number by the normal gravity value computed on the
 EB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0830.degrees latitude (g = 980.6199 gals.).
 EB0830
 EB0830.The modeled gravity was interpolated from observed gravity values.
 EB0830
 EB0830;                    North         East     Units Scale Factor Converg.
 EB0830;SPC NC       -    93,842.511   631,396.039   MT  0.99993767   +0 08 13.7
 EB0830;SPC NC       -   307,881.64  2,071,505.17   sFT  0.99993767   +0 08 13.7
 EB0830;UTM  17      - 3,830,486.327   705,202.560   MT  1.00011904   +1 16 15.3
 EB0830
 EB0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0830!SPC NC       -   0.99999940  x   0.99993767  =   0.99993707
 EB0830!UTM  17      -   0.99999940  x   1.00011904  =   1.00011844
 EB0830
 EB0830:                Primary Azimuth Mark                     Grid Az
 EB0830:SPC NC       -  BETHLEHEM                                013 51 56.3
 EB0830:UTM  17      -  BETHLEHEM                                012 43 54.7
 EB0830
 EB0830|---------------------------------------------------------------------|
 EB0830| PID    Reference Object                     Distance      Geod. Az  |
 EB0830|                                                           dddmmss.s |
 EB0830| EB0829 BETHLEHEM                           APPROX. 0.7 KM 0140010.0 |
 EB0830|---------------------------------------------------------------------|
 EB0830
 EB0830                          SUPERSEDED SURVEY CONTROL
 EB0830
 EB0830  NAD 83(1986)-  34 35 44.57271(N)    078 45 44.65005(W) AD(       ) 2
 EB0830  NAD 27      -  34 35 43.95825(N)    078 45 45.57556(W) AD(       ) 2
 EB0830  NGVD 29 (??/??/92)   38.575  (m)          126.56   (f) ADJ UNCH    2 2
 EB0830
 EB0830.Superseded values are not recommended for survey control.
 EB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0830.See file dsdata.txt to determine how the superseded data were derived.
 EB0830
 EB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0520330486(NAD 83)
 EB0830_MARKER: DE = TRAVERSE STATION DISK
 EB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0830_STAMPING: BATTEN 1973
 EB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0830+STABILITY: SURFACE MOTION
 EB0830
 EB0830  HISTORY     - Date     Condition        Report By
 EB0830  HISTORY     - 1973     MONUMENTED       NCGS
 EB0830  HISTORY     - 1974     GOOD             NCGS
 EB0830
 EB0830                          STATION DESCRIPTION
 EB0830
 EB0830'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0830'BATTEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0830'VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB0830'
 EB0830'BATTEN IS LOCATED APPROXIMATELY 4.2 MILES NNE OF BALDENBORO, AND 4.8
 EB0830'MILES SSW OF DUBLIN.  TO REACH STATION FROM INTERECTION OF NC 410
 EB0830'AND NC 131 FOR 1.55 MILE TO T ROAD WEST (SR 1123) AND STATION
 EB0830'APPROXIMATELY 100 FEET SSE OF INTERSECTION IN SW CORNER OF
 EB0830'DANIEL BATTEN YARD.
 EB0830'
 EB0830'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BATTEN
 EB0830'1973, SET IN THE TOP OF A CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 EB0830'OF THE GROUND.
 EB0830'
 EB0830'MARK IS
 EB0830'
 EB0830'26.9 FEET E OF C/L OF NC 410 AND 131.
 EB0830'153.7 FEET SSW OF PROJECTED C/L OF SR 1123 (WEST).
 EB0830'48.7 FEET SSW OF SOUTH END OF CULVERT UNDER BATTEN DRIVEWAY.
 EB0830'57.0 FEET W OF THE SW CORNER OF FRONT PORCH.
 EB0830'8.9 FEET WSW OF A 6 INCH CREPE MYRTLE.
 EB0830
 EB0830                          STATION RECOVERY (1974)
 EB0830
 EB0830'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0830'4.2 MI NNE FROM BLADENBORO.
 EB0830'BATTEN IS LOCATED APPROXIMATELY 9.3 MILES WEST OF ELIZABETHTOWN.
 EB0830'TO REACH STATION FROM INTERSECTION OF NC 410 AND NC 131 AT GUYTON
 EB0830'COMMUNITY, PROCEED SOUTH ALONG NC 410 FOR 1.55 MILES TO T ROAD
 EB0830'WEST (SR 1123) AND STATION APPROXIMATELY 100 FEET SSE OF INTERSECTION
 EB0830'IN SW CORNER OF DANIEL BATTEN YARD, 26.9 FT EAST OF C/L OF NC 410
 EB0830'AND 131, 153.7 FT SSW OF PROJECTED C/L OF SR 1123 (WEST), 48.7 FT
 EB0830'SSW OF SOUTH END OF CULVERT UNDER BATTEN DRIVEWAY, 57.0 FT WEST OF
 EB0830'THE SW CORNER OF FRONT PORCH, AND 8.9 FT WSW OF 6 IN CREPE MYRTLE.
 EB0830'DISK IS SET IN TOP OF CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8209 ***********************************************************************
 AE8209  DESIGNATION -  BATTEN
 AE8209  PID         -  AE8209
 AE8209  STATE/COUNTY-  NC/MONTGOMERY
 AE8209  USGS QUAD   -  BISCOE (1994)
 AE8209
 AE8209                         *CURRENT SURVEY CONTROL
 AE8209  ___________________________________________________________________
 AE8209* NAD 83(2007)-  35 20 47.93879(N)    079 51 40.08702(W)     ADJUSTED  
 AE8209* NAVD 88     -       163.7    (meters)     537.     (feet)  VERTCON   
 AE8209  ___________________________________________________________________
 AE8209  EPOCH DATE  -        2002.00
 AE8209  X           -     916,854.756 (meters)                     COMP
 AE8209  Y           -  -5,127,047.233 (meters)                     COMP
 AE8209  Z           -   3,669,380.466 (meters)                     COMP
 AE8209  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AE8209  ELLIP HEIGHT-         133.145 (meters)          (02/10/07) ADJUSTED
 AE8209  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AE8209
 AE8209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8209  Type    PID    Designation                      North   East  Ellip
 AE8209  -------------------------------------------------------------------
 AE8209  NETWORK AE8209 BATTEN                            0.39   0.35   0.86
 AE8209  -------------------------------------------------------------------
 AE8209
 AE8209.The horizontal coordinates were established by GPS observations
 AE8209.and adjusted by the National Geodetic Survey in February 2007.
 AE8209
 AE8209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8209.The horizontal coordinates are valid at the epoch date displayed above.
 AE8209.The epoch date for horizontal control is a decimal equivalence
 AE8209.of Year/Month/Day.
 AE8209
 AE8209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8209
 AE8209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8209
 AE8209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8209
 AE8209.The ellipsoidal height was determined by GPS observations
 AE8209.and is referenced to NAD 83.
 AE8209
 AE8209.The geoid height was determined by GEOID03.
 AE8209
 AE8209;                    North         East     Units Scale Factor Converg.
 AE8209;SPC NC       -   177,455.921   531,333.573   MT  0.99987396   -0 29 49.3
 AE8209;SPC NC       -   582,203.30  1,743,216.90   sFT  0.99987396   -0 29 49.3
 AE8209;UTM  17      - 3,912,081.344   603,485.383   MT  0.99973198   +0 39 32.1
 AE8209
 AE8209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8209!SPC NC       -   0.99997910  x   0.99987396  =   0.99985306
 AE8209!UTM  17      -   0.99997910  x   0.99973198  =   0.99971109
 AE8209
 AE8209:                Primary Azimuth Mark                     Grid Az
 AE8209:SPC NC       -  LAUREL                                   278 52 51.1
 AE8209:UTM  17      -  LAUREL                                   277 43 29.7
 AE8209
 AE8209|---------------------------------------------------------------------|
 AE8209| PID    Reference Object                     Distance      Geod. Az  |
 AE8209|                                                           dddmmss.s |
 AE8209| AE8208 LAUREL                              491.395 METERS 2782301.8 |
 AE8209|---------------------------------------------------------------------|
 AE8209
 AE8209                          SUPERSEDED SURVEY CONTROL
 AE8209
 AE8209  NAD 83(2001)-  35 20 47.93891(N)    079 51 40.08721(W) AD(       ) 1
 AE8209  ELLIP H (03/13/03)  133.166  (m)                       GP(       ) 4 2
 AE8209  NAD 83(1986)-  35 20 47.94834(N)    079 51 40.09838(W) AD(       ) 1
 AE8209  NGVD 29 (12/22/97)  163.9    (m)          538.     (f) GPS OBS     3  
 AE8209
 AE8209.Superseded values are not recommended for survey control.
 AE8209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8209.See file dsdata.txt to determine how the superseded data were derived.
 AE8209
 AE8209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0348512081(NAD 83)
 AE8209_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8209_STAMPING: BATTEN 1994
 AE8209_MARK LOGO: NCGS  
 AE8209_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE8209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8209+STABILITY: SURFACE MOTION
 AE8209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8209+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE8209
 AE8209  HISTORY     - Date     Condition        Report By
 AE8209  HISTORY     - 1994     MONUMENTED       NCGS
 AE8209
 AE8209                          STATION DESCRIPTION
 AE8209
 AE8209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 AE8209'STATION IS LOCATED 2.0 MI (3.2 KM) EAST-SOUTHEAST OF TROY, AND 4.7 MI
 AE8209'(7.6 KM) WEST-SOUTHWEST OF BISCOE. ALONG SR 1554 (TAFT STREET) FOR
 AE8209'1.75 MI (2.82 KM) SOUTH FROM NC 24/27, IN THE RIGHT SHOULDER. MARK IS
 AE8209'RECESSED 1 INCH BELOW GROUND AND LEVEL WITH ROAD. LOCATED 15.6 FT (4.8
 AE8209'M) SOUTH OF THE CENTERLINE OF THE ROAD, 178.5 FT (54.4 M)
 AE8209'EAST-SOUTHEAST OF A FIRE HYDRANT--AND 47.0 FT (14.3 M) NORTHWEST OF A
 AE8209'4-INCH PINE, 117.0 FT (35.7 M) SOUTHEAST OF A BRACE POLE, 120.0 FT
 AE8209'(36.6 M) EAST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9465 ***********************************************************************
 DJ9465  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9465  DESIGNATION -  BATTEN
 DJ9465  PID         -  DJ9465
 DJ9465  STATE/COUNTY-  NC/HARNETT
 DJ9465  USGS QUAD   -  COATS (1987)
 DJ9465
 DJ9465                         *CURRENT SURVEY CONTROL
 DJ9465  ___________________________________________________________________
 DJ9465* NAD 83(2007)-  35 27 32.29035(N)    078 44 35.98906(W)     ADJUSTED  
 DJ9465* NAVD 88     -        86.08   (meters)     282.4    (feet)  GPS OBS   
 DJ9465  ___________________________________________________________________
 DJ9465  EPOCH DATE  -        2002.00
 DJ9465  X           -   1,015,277.410 (meters)                     COMP
 DJ9465  Y           -  -5,101,040.780 (meters)                     COMP
 DJ9465  Z           -   3,679,491.648 (meters)                     COMP
 DJ9465  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 DJ9465  ELLIP HEIGHT-          52.950 (meters)          (05/29/07) ADJUSTED
 DJ9465  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 DJ9465  HORZ ORDER  -  FIRST
 DJ9465  ELLP ORDER  -  FOURTH    CLASS II
 DJ9465
 DJ9465.The horizontal coordinates were established by GPS observations
 DJ9465.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9465
 DJ9465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9465.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9465.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9465.The epoch date for horizontal control is a decimal equivalence
 DJ9465.of Year/Month/Day.
 DJ9465
 DJ9465.The orthometric height was determined by GPS observations and a
 DJ9465.high-resolution geoid model.
 DJ9465.The orthometric height was determined by GPS observations and a
 DJ9465.high-resolution geoid model using precise GPS observation and
 DJ9465.processing techniques.
 DJ9465
 DJ9465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9465
 DJ9465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9465
 DJ9465.The ellipsoidal height was determined by GPS observations
 DJ9465.and is referenced to NAD 83.
 DJ9465
 DJ9465.The geoid height was determined by GEOID03.
 DJ9465
 DJ9465;                    North         East     Units Scale Factor Converg.
 DJ9465;SPC NC       -   189,606.683   632,897.700   MT  0.99987911   +0 08 53.3
 DJ9465;SPC NC       -   622,067.93  2,076,431.87   sFT  0.99987911   +0 08 53.3
 DJ9465;UTM  17      - 3,926,283.237   704,785.854   MT  1.00011683   +1 18 34.5
 DJ9465
 DJ9465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9465!SPC NC       -   0.99999169  x   0.99987911  =   0.99987080
 DJ9465!UTM  17      -   0.99999169  x   1.00011683  =   1.00010852
 DJ9465
 DJ9465                          SUPERSEDED SURVEY CONTROL
 DJ9465
 DJ9465.No superseded survey control is available for this station.
 DJ9465
 DJ9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0478626283(NAD 83)
 DJ9465_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9465_STAMPING: BATTEN 2006
 DJ9465_MARK LOGO: NCGS  
 DJ9465_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9465+STABILITY: SURFACE MOTION
 DJ9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9465+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DJ9465
 DJ9465  HISTORY     - Date     Condition        Report By
 DJ9465  HISTORY     - 20060523 MONUMENTED       NCGS
 DJ9465  HISTORY     - 20080520 GOOD             GEOCAC
 DJ9465
 DJ9465                          STATION DESCRIPTION
 DJ9465
 DJ9465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9465'THE STATION IS LOCATED ABOUT 5.8 MI (9.33 KM) NORTHEAST OF LILLINGTON
 DJ9465'3.3 MI (5.31 KM) SOUTH OF ANGIER.
 DJ9465' 
 DJ9465'PROCEED ALONG NC 55 FOR 0.8 MI (1.29 KM) SOUTHEAST FROM NC 210
 DJ9465'INTERSECTION TO SR 1542 (OLD BUIES CREEK RD), THENCE SOUTH ALONG SR
 DJ9465'1542 FOR 2.6 MI (4.18 KM) TO SR 1541 (BUTTS RD) AND STATION, IN THE
 DJ9465'SOUTHEAST QUADRANT.
 DJ9465' 
 DJ9465'MARK IS ABOUT 1-FOOT LOWER THAN SR 1542 AND IS RECESSED 1-IN (3 CM)
 DJ9465'BELOW THE GROUND.  LOCATED 31.0 FT (9.4 M) SOUTHEAST OF THE CENTERLINE
 DJ9465'OF SR 1542, 52.8 FT (16.1 M) SOUTHWEST OF THE CENTERLINE OF SR 1541,
 DJ9465'78.0 FT (23.8 M) WEST OF NORTHWEST END OF THE CENTER OF CULVERT UNDER
 DJ9465'GRAVEL DRIVE, 169.6 FT (51.7 M) NORTH-NORTHEAST OF THE NORTH CORNER OF
 DJ9465'THE METAL BUILDING, 127.3 FT (38.8 M) SOUTHWEST OF FIRE HYDRANT ACROSS
 DJ9465'SR 1541, AND 76.7 FT (23.4 M) SOUTH-SOUTHEAST OF A POWER POLE WITH
 DJ9465'REFERENCE TAG.
 DJ9465
 DJ9465                          STATION RECOVERY (2008)
 DJ9465
 DJ9465'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9465'RECOVERED AS DESCRIBED ON PIN 0672-61-4829.000.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2379 ***********************************************************************
 EB2379  DESIGNATION -  BATTERY
 EB2379  PID         -  EB2379
 EB2379  STATE/COUNTY-  NC/COLUMBUS
 EB2379  USGS QUAD   -  CHADBOURN (1986)
 EB2379
 EB2379                         *CURRENT SURVEY CONTROL
 EB2379  ___________________________________________________________________
 EB2379* NAD 83(2001)-  34 17 39.44094(N)    078 49 35.08620(W)     ADJUSTED  
 EB2379* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 EB2379  ___________________________________________________________________
 EB2379  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EB2379  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EB2379  HORZ ORDER  -  SECOND
 EB2379
 EB2379.The horizontal coordinates were established by classical geodetic methods
 EB2379.and adjusted by the National Geodetic Survey in August 2005.
 EB2379
 EB2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2379
 EB2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2379
 EB2379.The geoid height was determined by GEOID03.
 EB2379
 EB2379;                    North         East     Units Scale Factor Converg.
 EB2379;SPC NC       -    60,394.345   625,582.687   MT  1.00001104   +0 06 00.7
 EB2379;SPC NC       -   198,143.78  2,052,432.53   sFT  1.00001104   +0 06 00.7
 EB2379;UTM  17      - 3,796,925.587   700,048.868   MT  1.00009332   +1 13 30.4
 EB2379
 EB2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2379!SPC NC       -   1.00000051  x   1.00001104  =   1.00001155
 EB2379!UTM  17      -   1.00000051  x   1.00009332  =   1.00009383
 EB2379
 EB2379|---------------------------------------------------------------------|
 EB2379| PID    Reference Object                     Distance      Geod. Az  |
 EB2379|                                                           dddmmss.s |
 EB2379| EB2377 ACID                                335.529 METERS 16321     |
 EB2379| EB2382 CROWN                               APPROX. 1.1 KM 3594830.4 |
 EB2379|---------------------------------------------------------------------|
 EB2379
 EB2379                          SUPERSEDED SURVEY CONTROL
 EB2379
 EB2379  NAD 83(1986)-  34 17 39.44139(N)    078 49 35.09144(W) AD(       ) 2
 EB2379  NAD 27      -  34 17 38.83522(N)    078 49 36.01574(W) AD(       ) 2
 EB2379  NGVD 29 (07/19/86)   31.4    (m)          103.     (f) VERT ANG    3  
 EB2379
 EB2379.Superseded values are not recommended for survey control.
 EB2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2379.See file dsdata.txt to determine how the superseded data were derived.
 EB2379
 EB2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0004996926(NAD 83)
 EB2379_MARKER: DE = TRAVERSE STATION DISK
 EB2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2379_STAMPING: BATTERY 1971
 EB2379_MARK LOGO: NCGS  
 EB2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2379+STABILITY: SURFACE MOTION
 EB2379
 EB2379  HISTORY     - Date     Condition        Report By
 EB2379  HISTORY     - 1971     MONUMENTED       NCGS
 EB2379  HISTORY     - 1985     GOOD             USPSQD
 EB2379
 EB2379                          STATION DESCRIPTION
 EB2379
 EB2379'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2379'BATTERY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2379'IN THE VICINITY OF CHADBOURN, NORTH CAROLINA.
 EB2379'
 EB2379'BATTERY IS LOCATED APPROXIMATELY 2.3 MILES SOUTH OF THE POST
 EB2379'OFFICE IN CHADBOURN.  STATION IS AT THE INTERSECTION OF NC 410
 EB2379'AND SR 1317 IN THE SOUTHWEST QUADRANT.  AND 1.25 MILES SOUTH OF
 EB2379'CHADBOURN CITY SIGN ON NC 410.
 EB2379'
 EB2379'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2379'BATTERY 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2379'WHICH IS 1 INCH ABOVE THE GROUND.
 EB2379'
 EB2379'MARK IS
 EB2379'
 EB2379'18.1 FT W OF C/L OF NC 410
 EB2379'
 EB2379'29.3 FT S OF C/L OF SR 1317
 EB2379'
 EB2379'6.9 FT ESE OF TOP OF THE S END OF A 20 INCH CONCRETE CULVERT
 EB2379'UNDER SR 1317
 EB2379'
 EB2379'9.0 FT NE OF TOP OF N END OF A 18 INCH CONCRETE PIPE UNDER
 EB2379'DRIVE TO SERVICE STATION
 EB2379'
 EB2379'1.0 FT SW OF ASPHALT CURB
 EB2379'
 EB2379'33.5 FT ENE OF ALUMINUM REF. TAG ON TP 5
 EB2379'
 EB2379'54.3 FT SW OF ALUMINUM REF. TAG ON HIGHWAY ROAD SIGN
 EB2379
 EB2379                          STATION RECOVERY (1985)
 EB2379
 EB2379'RECOVERY NOTE BY US POWER SQUADRON 1985 (BHL)
 EB2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2432 ***********************************************************************
 DD2432  DESIGNATION -  BATTERY ISLAND BEACON 2A
 DD2432  PID         -  DD2432
 DD2432  STATE/COUNTY-  NC/BRUNSWICK
 DD2432  USGS QUAD   -  SOUTHPORT (1990)
 DD2432
 DD2432                         *CURRENT SURVEY CONTROL
 DD2432  ___________________________________________________________________
 DD2432* NAD 83(2001)-  33 54 25.22268(N)    078 01 03.13632(W)     ADJUSTED  
 DD2432* NAVD 88     -              **(meters)            **(feet)            
 DD2432  ___________________________________________________________________
 DD2432  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 DD2432  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 DD2432  HORZ ORDER  -  THIRD
 DD2432
 DD2432.The horizontal coordinates were established by classical geodetic methods
 DD2432.and adjusted by the National Geodetic Survey in August 2005.
 DD2432
 DD2432
 DD2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2432
 DD2432.The geoid height was determined by GEOID03.
 DD2432
 DD2432;                    North         East     Units Scale Factor Converg.
 DD2432;SPC NC       -    17,867.825   700,476.280   MT  1.00014529   +0 34 01.4
 DD2432;SPC NC       -    58,621.36  2,298,145.93   sFT  1.00014529   +0 34 01.4
 DD2432;UTM  17      - 3,755,851.194   775,771.075   MT  1.00053762   +1 39 53.3
 DD2432;UTM  18      - 3,755,946.046   220,984.540   MT  1.00055981   -1 41 03.9
 DD2432
 DD2432                          SUPERSEDED SURVEY CONTROL
 DD2432
 DD2432  NAD 83(1986)-  33 54 25.23373(N)    078 01 03.14623(W) AD(       ) 4
 DD2432  NAD 27      -  33 54 24.60000(N)    078 01 04.17600(W) AD(       ) 3
 DD2432
 DD2432.Superseded values are not recommended for survey control.
 DD2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2432.See file dsdata.txt to determine how the superseded data were derived.
 DD2432
 DD2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7577155851(NAD 83)
 DD2432
 DD2432  HISTORY     - Date     Condition        Report By
 DD2432  HISTORY     - 1934     FIRST OBSERVED   CGS
 DD2432
 DD2432                          STATION DESCRIPTION
 DD2432
 DD2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (BHR)
 DD2432'THIS IS AN INTERSECTION STATION.  BEACON IS ON THE E SIDE OF THE
 DD2432'CAPE FEAR RIVER CHANNEL AND IS 200 METERS W OF BATTERY ISLAND.  IT
 DD2432'IS A 4-PILE STRUCTURE WITH A 20-FOOT STEEL FRAME RESTING ON
 DD2432'THE CAP SILLS, WITH A RED LIGHT ATOP.  THE S SIDE OF THIS FRAME IS
 DD2432'SLATTED AND PAINTED RED WITH THE LETTERS 2-A PAINTED IN WHITE
 DD2432'ON THE CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2314 ***********************************************************************
 FB2314  DESIGNATION -  BATTLE
 FB2314  PID         -  FB2314
 FB2314  STATE/COUNTY-  NC/SWAIN
 FB2314  USGS QUAD   -  BRYSON CITY (1978)
 FB2314
 FB2314                         *CURRENT SURVEY CONTROL
 FB2314  ___________________________________________________________________
 FB2314* NAD 83(2001)-  35 26 06.78609(N)    083 23 33.63327(W)     ADJUSTED  
 FB2314* NAVD 88     -       578.532  (meters)    1898.07   (feet)  ADJUSTED  
 FB2314  ___________________________________________________________________
 FB2314  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FB2314  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 FB2314  DYNAMIC HT  -         577.936 (meters)    1896.11  (feet)  COMP
 FB2314  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 FB2314
 FB2314  HORZ ORDER  -  SECOND
 FB2314  VERT ORDER  -  FIRST     CLASS II
 FB2314
 FB2314.The horizontal coordinates were established by classical geodetic methods
 FB2314.and adjusted by the National Geodetic Survey in August 2005.
 FB2314
 FB2314.The orthometric height was determined by differential leveling
 FB2314.and adjusted in June 1991.
 FB2314
 FB2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2314
 FB2314.The geoid height was determined by GEOID03.
 FB2314
 FB2314.The dynamic height is computed by dividing the NAVD 88
 FB2314.geopotential number by the normal gravity value computed on the
 FB2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2314.degrees latitude (g = 980.6199 gals.).
 FB2314
 FB2314.The modeled gravity was interpolated from observed gravity values.
 FB2314
 FB2314;                    North         East     Units Scale Factor Converg.
 FB2314;SPC NC       -   195,764.023   210,915.590   MT  0.99987770   -2 32 07.2
 FB2314;SPC NC       -   642,269.13    691,978.90   sFT  0.99987770   -2 32 07.2
 FB2314;UTM  17      - 3,923,939.085   282,805.852   MT  1.00018137   -1 23 16.0
 FB2314
 FB2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2314!SPC NC       -   0.99991370  x   0.99987770  =   0.99979141
 FB2314!UTM  17      -   0.99991370  x   1.00018137  =   1.00009505
 FB2314
 FB2314                          SUPERSEDED SURVEY CONTROL
 FB2314
 FB2314  NAD 83(1995)-  35 26 06.78613(N)    083 23 33.63304(W) AD(       ) 2
 FB2314  NAD 83(1986)-  35 26 06.78464(N)    083 23 33.64393(W) AD(       ) 2
 FB2314  NGVD 29 (12/12/91)  578.580  (m)         1898.22   (f) ADJUSTED    1 2
 FB2314
 FB2314.Superseded values are not recommended for survey control.
 FB2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2314.See file dsdata.txt to determine how the superseded data were derived.
 FB2314
 FB2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8280623939(NAD 83)
 FB2314_MARKER: DE = TRAVERSE STATION DISK
 FB2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2314_SP_SET: CONCRETE POST
 FB2314_STAMPING: BATTLE 1980
 FB2314_MARK LOGO: NCGS  
 FB2314_PROJECTION: FLUSH
 FB2314_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2314+STABILITY: SURFACE MOTION
 FB2314
 FB2314  HISTORY     - Date     Condition        Report By
 FB2314  HISTORY     - 1980     MONUMENTED       NCGS
 FB2314  HISTORY     - 1983     GOOD             NGS
 FB2314
 FB2314                          STATION DESCRIPTION
 FB2314
 FB2314'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2314'STATION IS LOCATED APPROXIMATELY 1.8 MILES WEST OF WHITTIER AND 3.0
 FB2314'MILES EAST OF BRYSON CITY.
 FB2314'
 FB2314'TO REACH STATION FROM US 19A OVERPASS OF SR 1159 (EXIT TO DOWNTOWN
 FB2314'BRYSON CITY) PROCEED EAST ALONG US 19A FOR 2.5 MILES TO SR 1190 EXIT
 FB2314'AND BRIDGE, THENCE NORTH ALONG SR 1190 FOR 0.15 MILE TO SR 1119 RIGHT
 FB2314'THENCE EASTERLY ON SR 1191 FOR 0.35 MILE TO STATION ON RIGHT BETWEEN
 FB2314'GUARD RAIL AND FENCE, ON A CUT THAT IS APPROXIMATELY 50 FEET HIGHER
 FB2314'THAN US 19A.
 FB2314'
 FB2314'STATION MARK IS A STANDARD DISK STAMPED---BATTLE 1980---SET IN TOP OF
 FB2314'A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE.  MARK
 FB2314'IS 16.6 FEET SOUTH OF CENTERLINE OF SR 1191, 3.2 FEET SOUTH OF GUARD
 FB2314'RAIL, 2.1 FEET NORTH OF FENCE POST WITH REFERENCE TAG.
 FB2314
 FB2314                          STATION RECOVERY (1983)
 FB2314
 FB2314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2314'3.2 KM (2.0 MI) WEST FROM WHITTER.
 FB2314'3.2 KM (2.0 MI) WEST ALONG U.S. HIGHWAY 19A FROM THE BRIDGE OVER
 FB2314'THOMAS VALLEY ROAD AND RAILROAD IN THE SOUTH EDGE OF WHITTER, TO THE
 FB2314'MARK ON THE RIGHT, 5.0 METERS (16.5 FT) SOUTH OF THE CENTERLINE OF A
 FB2314'BLACKTOP ROAD, 0.91 METER (3.0 FT) SOUTH OF A GUARDRAIL, 0.76 METER
 FB2314'(2.5 FT) NORTH OF A FENCE LINE.
 FB2314'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 FB2314'THE MARK IS ABOVE LEVEL WITH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2166 ***********************************************************************
 FX2166  DESIGNATION -  BATTLE
 FX2166  PID         -  FX2166
 FX2166  STATE/COUNTY-  NC/NASH
 FX2166  USGS QUAD   -  DRAKE (1963)
 FX2166
 FX2166                         *CURRENT SURVEY CONTROL
 FX2166  ___________________________________________________________________
 FX2166* NAD 83(2001)-  36 02 27.03674(N)    077 45 46.85127(W)     ADJUSTED  
 FX2166* NAVD 88     -        42.856  (meters)     140.60   (feet)  ADJUSTED  
 FX2166  ___________________________________________________________________
 FX2166  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FX2166  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 FX2166  DYNAMIC HT  -          42.819 (meters)     140.48  (feet)  COMP
 FX2166  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 FX2166
 FX2166  HORZ ORDER  -  SECOND
 FX2166  VERT ORDER  -  SECOND    CLASS I
 FX2166
 FX2166.The horizontal coordinates were established by classical geodetic methods
 FX2166.and adjusted by the National Geodetic Survey in August 2005.
 FX2166
 FX2166.The orthometric height was determined by differential leveling
 FX2166.and adjusted in June 1991.
 FX2166
 FX2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2166
 FX2166.The geoid height was determined by GEOID03.
 FX2166
 FX2166.The dynamic height is computed by dividing the NAVD 88
 FX2166.geopotential number by the normal gravity value computed on the
 FX2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2166.degrees latitude (g = 980.6199 gals.).
 FX2166
 FX2166.The modeled gravity was interpolated from observed gravity values.
 FX2166
 FX2166;                    North         East     Units Scale Factor Converg.
 FX2166;SPC NC       -   254,827.011   721,068.350   MT  0.99996731   +0 42 50.2
 FX2166;SPC NC       -   836,044.95  2,365,705.08   sFT  0.99996731   +0 42 50.2
 FX2166;UTM  18      - 3,992,011.586   251,074.630   MT  1.00036357   -1 37 35.4
 FX2166
 FX2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2166!SPC NC       -   0.99999875  x   0.99996731  =   0.99996606
 FX2166!UTM  18      -   0.99999875  x   1.00036357  =   1.00036232
 FX2166
 FX2166:                Primary Azimuth Mark                     Grid Az
 FX2166:SPC NC       -  MARRIOTT                                 046 57 05.1
 FX2166:UTM  18      -  MARRIOTT                                 049 17 30.7
 FX2166
 FX2166|---------------------------------------------------------------------|
 FX2166| PID    Reference Object                     Distance      Geod. Az  |
 FX2166|                                                           dddmmss.s |
 FX2166| FX4265 MARRIOTT                            APPROX. 1.4 KM 0473955.3 |
 FX2166|---------------------------------------------------------------------|
 FX2166
 FX2166                          SUPERSEDED SURVEY CONTROL
 FX2166
 FX2166  NAD 83(1993)-  36 02 27.04258(N)    077 45 46.86000(W) AD(       ) 2
 FX2166  NAD 83(1986)-  36 02 27.04169(N)    077 45 46.86170(W) AD(       ) 2
 FX2166  NAD 27      -  36 02 26.48563(N)    077 45 47.93321(W) AD(       ) 2
 FX2166  NGVD 29 (??/??/92)   43.173  (m)          141.64   (f) ADJ UNCH    2 1
 FX2166
 FX2166.Superseded values are not recommended for survey control.
 FX2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2166.See file dsdata.txt to determine how the superseded data were derived.
 FX2166
 FX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5107592012(NAD 83)
 FX2166_MARKER: DE = TRAVERSE STATION DISK
 FX2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2166_SP_SET: CONCRETE POST
 FX2166_STAMPING: BATTLE 1973
 FX2166_MARK LOGO: NCGS  
 FX2166_PROJECTION: RECESSED 15 CENTIMETERS
 FX2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2166+STABILITY: SURFACE MOTION
 FX2166
 FX2166  HISTORY     - Date     Condition        Report By
 FX2166  HISTORY     - 1973     MONUMENTED       NCGS
 FX2166  HISTORY     - 1978     GOOD             NCGS
 FX2166
 FX2166                          STATION DESCRIPTION
 FX2166
 FX2166'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2166'BATTLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2166'VICINITY OF BATTLEBORO, NORTH CAROLINA.
 FX2166'
 FX2166'BATTLE IS LOCATED APPROXIMATELY 1.0 MILES SW OF BATTLEBORO, AND 7.1
 FX2166'MILES NNE OF ROCKY MOUNT.  STATION IS AT THE JUNCTION OF US 301 AND
 FX2166'SR 1522 (CONNECTOR ROAD BETWEEN I-95 AND US 301), NEAR THE NE
 FX2166'CORNER OF THE SR 1522 WEST BOUND BRIDGE OVER SOUTH BOUND LANE OF US
 FX2166'301, AND IN NE SHOULDER OF SR 1522.
 FX2166'
 FX2166'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BATTLE
 FX2166'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 FX2166'INCHES BELOW THE SURFACE OF THE GROUND.
 FX2166'
 FX2166'MARK IS
 FX2166'20.1 FEET NE OF C/L OF US 301 N BOUND LANE.
 FX2166'89.9 FEET NW OF NW END OF NE BRIDGE RAIL OF W BOUND LANE SR 1522.
 FX2166'2.6 FEET W OF GUARD RAIL.
 FX2166'69.6 FEET SSW OF END OF GUARD RAIL ON NE SIDE OF W BOUND LANE OF
 FX2166'SR 1522.
 FX2166'118.8 FEET SSW OF PP W/ALUMINUM REF. TAG.
 FX2166
 FX2166                          STATION RECOVERY (1978)
 FX2166
 FX2166'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2166'0.8 MI SW FROM BATTLEBORO.
 FX2166'THE STATION IS LOCATED AT THE JUNCTION OF US 301 AND THE I 95 CONNEC-
 FX2166'TOR SR 1522 NEAR THE NORTHEAST CORNER OF THE SR 1522 WESTBOUND BRIDGE
 FX2166'OVER SOUTHBOUND LANE OF US 301, AND IN NORTHEAST SHOULDER OF SR 1522,
 FX2166'20.5 FT. EAST NORTHEAST OF CENTERLINE OF SR 1522 WESTBOUND LANE, 89.9
 FX2166'FT. NORTH NORTHWEST OF NORTHWEST END OF NORTHEAST BRIDGE RAIL, 3.0 FT.
 FX2166'WEST SOUTHWEST OF GUARD RAIL, 69.6 FT. SOUTH SOUTHEAST OF NORTHWEST
 FX2166'END OF GUARD RAIL AND 118.8 FT. SOUTH OF POWER POLE WITH REFERENCE
 FX2166'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2982 ***********************************************************************
 EA2982  DESIGNATION -  BATTLE
 EA2982  PID         -  EA2982
 EA2982  STATE/COUNTY-  NC/DUPLIN
 EA2982  USGS QUAD   -  WALLACE EAST (1981)
 EA2982
 EA2982                         *CURRENT SURVEY CONTROL
 EA2982  ___________________________________________________________________
 EA2982* NAD 83(2001)-  34 43 17.50880(N)    077 58 56.02645(W)     ADJUSTED  
 EA2982* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 EA2982  ___________________________________________________________________
 EA2982  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EA2982  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 EA2982  HORZ ORDER  -  SECOND
 EA2982
 EA2982.The horizontal coordinates were established by classical geodetic methods
 EA2982.and adjusted by the National Geodetic Survey in August 2005.
 EA2982
 EA2982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2982
 EA2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2982
 EA2982.The geoid height was determined by GEOID03.
 EA2982
 EA2982;                    North         East     Units Scale Factor Converg.
 EA2982;SPC NC       -   108,250.786   702,815.739   MT  0.99991512   +0 35 14.7
 EA2982;SPC NC       -   355,152.79  2,305,821.30   sFT  0.99991512   +0 35 14.7
 EA2982;UTM  18      - 3,846,212.927   226,904.254   MT  1.00051935   -1 41 58.9
 EA2982;UTM  17      - 3,846,310.113   776,351.436   MT  1.00054140   +1 43 11.9
 EA2982
 EA2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2982!SPC NC       -   1.00000415  x   0.99991512  =   0.99991927
 EA2982!UTM  18      -   1.00000415  x   1.00051935  =   1.00052350
 EA2982!UTM  17      -   1.00000415  x   1.00054140  =   1.00054555
 EA2982
 EA2982:                Primary Azimuth Mark                     Grid Az
 EA2982:SPC NC       -  FISH                                     164 22 58.3
 EA2982:UTM  18      -  FISH                                     166 40 11.9
 EA2982:UTM  17      -  FISH                                     163 15 01.1
 EA2982
 EA2982|---------------------------------------------------------------------|
 EA2982| PID    Reference Object                     Distance      Geod. Az  |
 EA2982|                                                           dddmmss.s |
 EA2982| EA2981 FISH                                453.313 METERS 1645813.0 |
 EA2982|---------------------------------------------------------------------|
 EA2982
 EA2982                          SUPERSEDED SURVEY CONTROL
 EA2982
 EA2982  NAD 83(1986)-  34 43 17.51547(N)    077 58 56.03403(W) AD(       ) 2
 EA2982  NAD 27      -  34 43 16.90903(N)    077 58 57.09046(W) AD(       ) 2
 EA2982  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG    3  
 EA2982
 EA2982.Superseded values are not recommended for survey control.
 EA2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2982.See file dsdata.txt to determine how the superseded data were derived.
 EA2982
 EA2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2690446213(NAD 83)
 EA2982_MARKER: DE = TRAVERSE STATION DISK
 EA2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2982_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2982+STABILITY: SURFACE MOTION
 EA2982
 EA2982  HISTORY     - Date     Condition        Report By
 EA2982  HISTORY     - 1976     MONUMENTED       NCGS
 EA2982
 EA2982                          STATION DESCRIPTION
 EA2982
 EA2982'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA2982'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH-SOUTHEAST OF
 EA2982'WALLACE AND 1.3 MILES SOUTH-SOUTHWEST OF TIN CITY.
 EA2982'
 EA2982'TO REACH THE STATION FROM THE INTERSECTION OF NC 11 WITH NC 41 AT TIN
 EA2982'CITY, PROCEED SOUTH ALONG NC 11 FOR 1.35 MILES TO STATION ON THE RIGHT
 EA2982'IN SHOULDER NEAR A SHARP LEFT TURN WARNING SIGN, AND APPROXIMATELY 300
 EA2982'FEET SOUTHWEST OF A NC 11 BRIDGE OVER LITTLE ROCK FISH CREEK.
 EA2982'
 EA2982'STATION MARK IS A STANDARD DISK STAMPED---BATTLE 1976---, SET IN THE
 EA2982'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EA2982'SURFACE.  MARK IS 23.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF NC 41,
 EA2982'199.4 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1939, 195.1 FEET
 EA2982'SOUTHWEST OF THE CENTERLINE OF INTERSECTION OF NC 41 AND SR 1939, 23.0
 EA2982'FEET EAST-SOUTHEAST OF 28 INCH SYCAMORE WITH REFERENCE TAG, 25.2 FEET
 EA2982'SOUTH OF SERVICE POLE WITH REFERENCE TAG AND 78.7 FEET WEST-SOUTHWEST
 EA2982'OF POWER POLE NO. 1057 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2899 ***********************************************************************
 EY2899  DESIGNATION -  BATTLE
 EY2899  PID         -  EY2899
 EY2899  STATE/COUNTY-  NC/EDGECOMBE
 EY2899  USGS QUAD   -  TARBORO (1981)
 EY2899
 EY2899                         *CURRENT SURVEY CONTROL
 EY2899  ___________________________________________________________________
 EY2899* NAD 83(2001)-  35 54 12.20168(N)    077 32 29.56918(W)     ADJUSTED  
 EY2899* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 EY2899  ___________________________________________________________________
 EY2899  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EY2899  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EY2899  HORZ ORDER  -  SECOND
 EY2899
 EY2899.The horizontal coordinates were established by classical geodetic methods
 EY2899.and adjusted by the National Geodetic Survey in August 2005.
 EY2899
 EY2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2899
 EY2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2899
 EY2899.The geoid height was determined by GEOID03.
 EY2899
 EY2899;                    North         East     Units Scale Factor Converg.
 EY2899;SPC NC       -   239,848.623   741,247.912   MT  0.99993715   +0 50 30.4
 EY2899;SPC NC       -   786,903.36  2,431,910.86   sFT  0.99993715   +0 50 30.4
 EY2899;UTM  18      - 3,976,217.361   270,633.663   MT  1.00024830   -1 29 27.8
 EY2899
 EY2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2899!SPC NC       -   1.00000227  x   0.99993715  =   0.99993942
 EY2899!UTM  18      -   1.00000227  x   1.00024830  =   1.00025057
 EY2899
 EY2899:                Primary Azimuth Mark                     Grid Az
 EY2899:SPC NC       -  SMOOT                                    150 07 00.7
 EY2899:UTM  18      -  SMOOT                                    152 26 58.9
 EY2899
 EY2899|---------------------------------------------------------------------|
 EY2899| PID    Reference Object                     Distance      Geod. Az  |
 EY2899|                                                           dddmmss.s |
 EY2899| EY2920 SMOOT                               APPROX. 0.5 KM 1505731.1 |
 EY2899| EY1108 YARD                                APPROX. 0.5 KM 3351733.7 |
 EY2899|---------------------------------------------------------------------|
 EY2899
 EY2899                          SUPERSEDED SURVEY CONTROL
 EY2899
 EY2899  NAD 83(1986)-  35 54 12.21080(N)    077 32 29.57724(W) AD(       ) 2
 EY2899  NAD 27      -  35 54 11.64422(N)    077 32 30.68047(W) AD(       ) 2
 EY2899  NGVD 29 (07/19/86)   21.2    (m)           70.     (f) VERT ANG    3  
 EY2899
 EY2899.Superseded values are not recommended for survey control.
 EY2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2899.See file dsdata.txt to determine how the superseded data were derived.
 EY2899
 EY2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7063476217(NAD 83)
 EY2899_MARKER: DE = TRAVERSE STATION DISK
 EY2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2899_STAMPING: BATTLE 1965
 EY2899_MARK LOGO: NCGS  
 EY2899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2899+STABILITY: SURFACE MOTION
 EY2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2899+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 EY2899
 EY2899  HISTORY     - Date     Condition        Report By
 EY2899  HISTORY     - 1965     MONUMENTED       NCGS
 EY2899  HISTORY     - 1976     MARK NOT FOUND   NCGS
 EY2899  HISTORY     - 19780802 MARK NOT FOUND   USGS
 EY2899  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 EY2899  HISTORY     - 20000516 SEE DESCRIPTION  NCGS
 EY2899
 EY2899                          STATION DESCRIPTION
 EY2899
 EY2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EY2899'BATTLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2899'IN THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY2899'
 EY2899'BATTLE IS 0.3 MILES NW OF TARBORO.  LOCATED 0.9 MILES NNW
 EY2899'ALONG ALBEMARLE STREET FROM TAR RIVER.  0.5 MILES NNW OF WILSON
 EY2899'STREET.  0.1 MILE SSE OF HOWARD STREET AT THE SW QUADRANT OF
 EY2899'HOWARD CIRCLE AND ALBEMARLE ST.  ON SW SIDE OF ALBEMARLE STREET.
 EY2899'
 EY2899'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2899'BATTLE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2899'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2899'
 EY2899'MARK IS 24.1 FT W OF W RAIL
 EY2899'
 EY2899'33.7 FT S OF PP WITH ALUMINUM REF. TAG
 EY2899'
 EY2899'52.7 FT N OF PP WITH ALUMINUM REF. TAG
 EY2899'
 EY2899'13.2 FT NE OF 18 INCH CEDAR
 EY2899'
 EY2899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2899
 EY2899                          STATION RECOVERY (1976)
 EY2899
 EY2899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY2899'PROBABLY LOST - PAVED OVER.
 EY2899'
 EY2899'NEAREST TOWN--0.3 MILES NW OF TARBORO.
 EY2899
 EY2899                          STATION RECOVERY (1978)
 EY2899
 EY2899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (DVH)
 EY2899'MARK NOT FOUND.
 EY2899
 EY2899                          STATION RECOVERY (1999)
 EY2899
 EY2899'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY2899'MARK NOT FOUND.
 EY2899
 EY2899                          STATION RECOVERY (2000)
 EY2899
 EY2899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 EY2899'REFERENCED AREA HAS BEEN PAVED OVER. NOT FOUND AND PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8747 ***********************************************************************
 AC8747  DESIGNATION -  BATTLE
 AC8747  PID         -  AC8747
 AC8747  STATE/COUNTY-  NC/IREDELL
 AC8747  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AC8747
 AC8747                         *CURRENT SURVEY CONTROL
 AC8747  ___________________________________________________________________
 AC8747* NAD 83(2007)-  35 31 17.39628(N)    080 56 22.80286(W)     ADJUSTED  
 AC8747* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 AC8747  ___________________________________________________________________
 AC8747  EPOCH DATE  -        2002.00
 AC8747  X           -     818,424.227 (meters)                     COMP
 AC8747  Y           -  -5,132,343.570 (meters)                     COMP
 AC8747  Z           -   3,685,225.892 (meters)                     COMP
 AC8747  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 AC8747  ELLIP HEIGHT-         200.094 (meters)          (02/10/07) ADJUSTED
 AC8747  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AC8747
 AC8747  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8747  Type    PID    Designation                      North   East  Ellip
 AC8747  -------------------------------------------------------------------
 AC8747  NETWORK AC8747 BATTLE                            0.80   0.78   1.39
 AC8747  -------------------------------------------------------------------
 AC8747
 AC8747.The horizontal coordinates were established by GPS observations
 AC8747.and adjusted by the National Geodetic Survey in February 2007.
 AC8747
 AC8747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8747.The horizontal coordinates are valid at the epoch date displayed above.
 AC8747.The epoch date for horizontal control is a decimal equivalence
 AC8747.of Year/Month/Day.
 AC8747
 AC8747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8747
 AC8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8747
 AC8747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8747
 AC8747.The ellipsoidal height was determined by GPS observations
 AC8747.and is referenced to NAD 83.
 AC8747
 AC8747.The geoid height was determined by GEOID03.
 AC8747
 AC8747;                    North         East     Units Scale Factor Converg.
 AC8747;SPC NC       -   198,231.951   433,694.943   MT  0.99988364   -1 07 10.3
 AC8747;SPC NC       -   650,365.99  1,422,880.83   sFT  0.99988364   -1 07 10.3
 AC8747;UTM  17      - 3,930,879.485   505,470.287   MT  0.99960037   +0 02 06.2
 AC8747
 AC8747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8747!SPC NC       -   0.99996859  x   0.99988364  =   0.99985224
 AC8747!UTM  17      -   0.99996859  x   0.99960037  =   0.99956898
 AC8747
 AC8747                          SUPERSEDED SURVEY CONTROL
 AC8747
 AC8747  NAD 83(2001)-  35 31 17.39671(N)    080 56 22.80291(W) AD(       ) 1
 AC8747  ELLIP H (03/13/03)  200.108  (m)                       GP(       ) 4 2
 AC8747  NAD 83(1986)-  35 31 17.41001(N)    080 56 22.80960(W) AD(       ) 1
 AC8747  NGVD 29 (04/01/97)  231.7    (m)          760.     (f) GPS OBS     3  
 AC8747
 AC8747.Superseded values are not recommended for survey control.
 AC8747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8747.See file dsdata.txt to determine how the superseded data were derived.
 AC8747
 AC8747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0547030879(NAD 83)
 AC8747_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8747_STAMPING: BATTLE NCGS
 AC8747_MARK LOGO: NCGS  
 AC8747_PROJECTION: FLUSH
 AC8747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC8747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8747+STABILITY: SURFACE MOTION
 AC8747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8747+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1992
 AC8747
 AC8747  HISTORY     - Date     Condition        Report By
 AC8747  HISTORY     - 1986     MONUMENTED       NCGS
 AC8747  HISTORY     - 19921027 GOOD             NCGS
 AC8747
 AC8747                          STATION DESCRIPTION
 AC8747
 AC8747'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AC8747'STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHWEST OF MOORESVILLE,
 AC8747'AND 8.0 KM (5.0 MI) WEST OF DENVER. PROCEED ALONG NC 150 FOR 0.8 KM
 AC8747'(0.5 MI) WEST FROM THE I 77 UNDERPASS, THENCE ALONG SR 1109
 AC8747'(WILLIAMSON RD) FOR 1.5 KM (0.9 MI) SOUTH, THENCE SOUTHWEST ALONG SR
 AC8747'1100 (BRAWLEY SCHOOL RD) FOR 11.1 KM (6.9 MI) TO THE
 AC8747'MECKLENBURG-IREDELL COUNTY LINE, THENCE ALONG SR 1236 (STONEMARKER RD)
 AC8747'FOR 0.6 KM (0.4 MI) NORTHWEST, THENCE ALONG A DIRT LANE FOR 0.2 KM
 AC8747'(0.1 MI) NORTH TO STATION IN THE NORTH YARD OF THE BATTLE RESIDENCE,
 AC8747'AT THE EDGE OF THE LAKE. MARK IS RECESSED 1 INCH BELOW GROUND.
 AC8747'LOCATED 26.21 M (85.99 FT) NORTH OF THE NORTHEAST CORNER AND 30.42 M
 AC8747'(99.80 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 22.34
 AC8747'M (73.29 FT) NORTHEAST OF A METAL FLAG POLE, 13.11 M (43.01 FT) WEST
 AC8747'OF THE NORTH METAL POST FOR A WELL COVER, AND 7.19 M (23.59 FT)
 AC8747'WEST-SOUTHWEST OF A 7-INCH CEDAR.
 AC8747
 AC8747                          STATION RECOVERY (1992)
 AC8747
 AC8747'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7953 ***********************************************************************
 DG7953  DESIGNATION -  BATTLE
 DG7953  PID         -  DG7953
 DG7953  STATE/COUNTY-  NC/HERTFORD
 DG7953  USGS QUAD   -  RIVERDALE (1986)
 DG7953
 DG7953                         *CURRENT SURVEY CONTROL
 DG7953  ___________________________________________________________________
 DG7953* NAD 83(2007)-  36 32 42.63667(N)    076 56 06.92472(W)     ADJUSTED  
 DG7953* NAVD 88     -        11.5    (meters)      38.     (feet)  GPS OBS   
 DG7953  ___________________________________________________________________
 DG7953  EPOCH DATE  -        2002.00
 DG7953  X           -   1,159,689.159 (meters)                     COMP
 DG7953  Y           -  -4,997,395.498 (meters)                     COMP
 DG7953  Z           -   3,776,949.029 (meters)                     COMP
 DG7953  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 DG7953  ELLIP HEIGHT-         -23.934 (meters)          (02/10/07) ADJUSTED
 DG7953  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 DG7953
 DG7953  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7953  Type    PID    Designation                      North   East  Ellip
 DG7953  -------------------------------------------------------------------
 DG7953  NETWORK DG7953 BATTLE                            1.08   0.84   2.21
 DG7953  -------------------------------------------------------------------
 DG7953
 DG7953.The horizontal coordinates were established by GPS observations
 DG7953.and adjusted by the National Geodetic Survey in February 2007.
 DG7953
 DG7953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7953.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7953.The horizontal coordinates are valid at the epoch date displayed above.
 DG7953.The epoch date for horizontal control is a decimal equivalence
 DG7953.of Year/Month/Day.
 DG7953
 DG7953.The orthometric height was determined by GPS observations and a
 DG7953.high-resolution geoid model.
 DG7953
 DG7953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7953
 DG7953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7953
 DG7953.The ellipsoidal height was determined by GPS observations
 DG7953.and is referenced to NAD 83.
 DG7953
 DG7953.The geoid height was determined by GEOID03.
 DG7953
 DG7953;                    North         East     Units Scale Factor Converg.
 DG7953;SPC NC       -   312,020.682   794,486.583   MT  1.00012767   +1 11 30.1
 DG7953;SPC NC       - 1,023,687.85  2,606,578.06   sFT  1.00012767   +1 11 30.1
 DG7953;UTM  18      - 4,046,161.634   326,778.626   MT  0.99996969   -1 09 09.5
 DG7953
 DG7953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7953!SPC NC       -   1.00000376  x   1.00012767  =   1.00013143
 DG7953!UTM  18      -   1.00000376  x   0.99996969  =   0.99997345
 DG7953
 DG7953                          SUPERSEDED SURVEY CONTROL
 DG7953
 DG7953  NAD 83(1986)-  36 32 42.64442(N)    076 56 06.94082(W) AD(       ) 1
 DG7953  NAD 83(2001)-  36 32 42.63767(N)    076 56 06.92432(W) AD(       ) 1
 DG7953  ELLIP H (10/29/04)  -23.942  (m)                       GP(       ) 5 1
 DG7953
 DG7953.Superseded values are not recommended for survey control.
 DG7953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7953.See file dsdata.txt to determine how the superseded data were derived.
 DG7953
 DG7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2677946162(NAD 83)
 DG7953_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7953_STAMPING: BATTLE 1990
 DG7953_MARK LOGO: NCGS  
 DG7953_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG7953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7953+STABILITY: SURFACE MOTION
 DG7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7953+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG7953
 DG7953  HISTORY     - Date     Condition        Report By
 DG7953  HISTORY     - 1990     MONUMENTED       NCGS
 DG7953
 DG7953                          STATION DESCRIPTION
 DG7953
 DG7953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 DG7953'STATION IS LOCATED JUST NORTH OF THE NORTH CAROLINA AND VIRGINIA STATE
 DG7953'LINE, 0.3 MI (0.5 KM) SOUTHWEST OF BATTLE BEACH ON THE NOTTAWAY RIVER,
 DG7953'ABOUT 10.1 MI (16.3 KM) SOUTH OF FRANKLIN, VA. AND ABOUT 11.55 MI
 DG7953'(18.59 KM) NORTHEAST OF MURFREESBORO, NC. PROCEED ALONG VA 686 FOR 1.2
 DG7953'MI (1.9 KM) EAST FROM US 258 AT RIVERDALE CROSSROADS, THENCE EAST
 DG7953'ALONG VA 753 (OLD NOTTAWAY ROAD) FOR 0.25 MI (0.40 KM) TO STATION IN
 DG7953'SOUTH SHOULDER, ACROSS ROAD FROM THE MID POINT OF A RAIL FENCE. MARK
 DG7953'IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW GROUND.
 DG7953'LOCATED 4.0 M (13.1 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 14.5
 DG7953'M (47.6 FT) WEST-SOUTHWEST OF THE WEST END OF A DRIVE CULVERT (ACROSS
 DG7953'ROAD), 39.5 M (129.6 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL--AND
 DG7953'23.15 M (75.95 FT) SOUTHEAST OF A CHAIN LINK FENCE CORNER BESIDE A
 DG7953'POWER POLE WITH TRANSFORMER, 15.85 M (52.00 FT) WEST-SOUTHWEST OF A
 DG7953'POWER POLE WITH TRANSFORMER AT A RAIL FENCE CORNER--BOTH WITH
 DG7953'REFERENCE TAG BRICK CHIMNEY AT A SMALL BARN, AND 21.0 FT (6.4 M)
 DG7953'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARGER BARN. TO REACH NC
 DG7953'VA GRANITE MONUMENT NO 28 PROCEED EAST ALONG VA 753 (OLD NOTTAWAY
 DG7953'ROAD) FOR 0.15 MI (0.24 KM) TO RESIDENCE (NUMBER 34040), THEN PACK
 DG7953'ABOUT 500 FEET (152.4 M) SOUTHEAST ALONG THE WOODS LINE AND A
 DG7953'CULTIVATED FIELD TO A FENCE LINE. MARK IS A GRANITE POST WITH--N
 DG7953'CA--CHISELED ON THE SOUTH SIDE,--VA--ON THE NORTH SIDE,--1887--ON THE
 DG7953'WEST SIDE, AND--LATITUDE 36 32 36 NO 28--ON THE EAST SIDE PROJECTING
 DG7953'24 INCHES ABOVE GROUND. LOCATED 1.5 FT (0.5 M) NORTH-NORTHEAST OF A
 DG7953'WOVEN WIRE FENCE--AND 9.2 FT (2.8 M) SOUTH-SOUTHEAST OF A 6-INCH GUM,
 DG7953'13.0 FT (4.0 M) SOUTHWEST OF A 24-INCH OAK, AND 25.0 FT (7.6 M) WEST
 DG7953'OF A 30-INCH PINE--ALL THREE WITH REFERENCE TAGS. BATTLE AZ MK IS 0.1
 DG7953'MI (0.2 KM) EAST ALONG VA 753 (OLD NOTTAWAY ROAD) ON SOUTH SIDE OF
 DG7953'ROAD IN TOP OF A BANK. MARK IS A 2-INCH ALUMINUM REFERENCE DISK WITH
 DG7953'AN ARROW PRESSED ON TOP OF A 5/8 INCH REBAR IMBEDDED IN THE GROUND.
 DG7953'MARK IS ABOUT 2 FEET (0.6 M) HIGHER THAN THE ROAD AND IS RECESSED 12
 DG7953'INCHES BELOW GROUND. LOCATED 32.5 FT (9.9 M) SOUTH OF THE CENTERLINE
 DG7953'OF THE ROAD, 213 FT (64.9 M) WEST-SOUTHWEST OF THE INTERSECTION OF A
 DG7953'CONCRETE DRIVEWAY TO A LOG HOUSE AND THE ROAD, 18.5 FT (5.6 M)
 DG7953'WEST-NORTHWEST OF THE SOUTHWEST MOST OF TWO GUY WIRE ANCHORS, AND 18.3
 DG7953'FT (5.6 M) WEST-SOUTHWEST OF A POWER POLE (10-416-69-24) WITH TWO GUY
 DG7953'WIRES AND A REFERENCE TAG. NC GRID AZIMUTHS AND DISTANCES TO THE ABOVE
 DG7953'MARKS ARE AS FOLLOWS---- BATTLE TO BATTLE AZ MK, AZIMUTH 96-07-33,
 DG7953'DISTANCE 174.810 METERS. BATTLE TO NC VA NO 28, AZIMUTH 112-29-57,
 DG7953'DISTANCE 385.223 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2170 ***********************************************************************
 FX2170  DESIGNATION -  BATTLEBORO
 FX2170  PID         -  FX2170
 FX2170  STATE/COUNTY-  NC/NASH
 FX2170  USGS QUAD   -  WHITAKERS (1961)
 FX2170
 FX2170                         *CURRENT SURVEY CONTROL
 FX2170  ___________________________________________________________________
 FX2170* NAD 83(2007)-  36 02 54.99294(N)    077 44 58.03477(W)     ADJUSTED  
 FX2170* NAVD 88     -        39.258  (meters)     128.80   (feet)  ADJUSTED  
 FX2170  ___________________________________________________________________
 FX2170  EPOCH DATE  -        2002.00
 FX2170  X           -   1,095,485.346 (meters)                     COMP
 FX2170  Y           -  -5,045,267.750 (meters)                     COMP
 FX2170  Z           -   3,732,556.424 (meters)                     COMP
 FX2170  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FX2170  ELLIP HEIGHT-           4.322 (meters)          (02/10/07) ADJUSTED
 FX2170  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX2170  DYNAMIC HT  -          39.224 (meters)     128.69  (feet)  COMP
 FX2170
 FX2170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2170  Type    PID    Designation                      North   East  Ellip
 FX2170  -------------------------------------------------------------------
 FX2170  NETWORK FX2170 BATTLEBORO                        0.53   0.47   1.37
 FX2170  -------------------------------------------------------------------
 FX2170  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FX2170
 FX2170  VERT ORDER  -  SECOND    CLASS I
 FX2170
 FX2170.The horizontal coordinates were established by GPS observations
 FX2170.and adjusted by the National Geodetic Survey in February 2007.
 FX2170
 FX2170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2170.The horizontal coordinates are valid at the epoch date displayed above.
 FX2170.The epoch date for horizontal control is a decimal equivalence
 FX2170.of Year/Month/Day.
 FX2170
 FX2170.The orthometric height was determined by differential leveling
 FX2170.and adjusted in June 1991.
 FX2170
 FX2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2170
 FX2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2170
 FX2170.The ellipsoidal height was determined by GPS observations
 FX2170.and is referenced to NAD 83.
 FX2170
 FX2170.The geoid height was determined by GEOID03.
 FX2170
 FX2170.The dynamic height is computed by dividing the NAVD 88
 FX2170.geopotential number by the normal gravity value computed on the
 FX2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2170.degrees latitude (g = 980.6199 gals.).
 FX2170
 FX2170.The modeled gravity was interpolated from observed gravity values.
 FX2170
 FX2170;                    North         East     Units Scale Factor Converg.
 FX2170;SPC NC       -   255,703.896   722,279.362   MT  0.99996919   +0 43 18.4
 FX2170;SPC NC       -   838,921.87  2,369,678.21   sFT  0.99996919   +0 43 18.4
 FX2170;UTM  18      - 3,992,838.607   252,320.929   MT  1.00035594   -1 37 07.7
 FX2170
 FX2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2170!SPC NC       -   0.99999932  x   0.99996919  =   0.99996851
 FX2170!UTM  18      -   0.99999932  x   1.00035594  =   1.00035526
 FX2170
 FX2170:                Primary Azimuth Mark                     Grid Az
 FX2170:SPC NC       -  WHITAKERS BLANCHARD YARN TANK            022 37 18.7
 FX2170:UTM  18      -  WHITAKERS BLANCHARD YARN TANK            024 57 44.8
 FX2170
 FX2170|---------------------------------------------------------------------|
 FX2170| PID    Reference Object                     Distance      Geod. Az  |
 FX2170|                                                           dddmmss.s |
 FX2170| FX4246 WHITAKERS BLANCHARD YARN TANK       APPROX. 5.3 KM 0232037.1 |
 FX2170| FX4247 WHITAKERS MUN TANK                  APPROX. 7.2 KM 0282711.7 |
 FX2170| FX4563 BATTLEBORO RM 1                      43.251 METERS 05434     |
 FX2170| FX2172 BATTLEBORO RM 5                      31.916 METERS 06721     |
 FX2170| FX2169 MAIN                                 54.779 METERS 07449     |
 FX2170| FX2173 BATTLEBORO RM 2                      61.037 METERS 17858     |
 FX2170| FX4243 BATTLEBORO RM 3 AZIMUTH             337.360 METERS 18007     |
 FX2170| FX2171 BATTLEBORO RM 4                      19.782 METERS 18715     |
 FX2170| EY3105 ROCKY MOUNT MUN PWR PLT STK         APPROX.12.5 KM 2103813.3 |
 FX2170| FX2174 BATTLEBORO AZ MK                                   2212931.4 |
 FX2170| FX4290 RED OAK JONES RAD MAST              APPROX.12.3 KM 2582335.8 |
 FX2170| FX4265 MARRIOTT                            191.797 METERS 30323     |
 FX2170|---------------------------------------------------------------------|
 FX2170
 FX2170                          SUPERSEDED SURVEY CONTROL
 FX2170
 FX2170  NAD 83(2001)-  36 02 54.99327(N)    077 44 58.03463(W) AD(       ) 1
 FX2170  ELLIP H (03/13/03)    4.329  (m)                       GP(       ) 4 2
 FX2170  NAD 83(1986)-  36 02 54.99804(N)    077 44 58.04473(W) AD(       ) 1
 FX2170  NAD 83(1993)-  36 02 54.99881(N)    077 44 58.04292(W) AD(       ) 1
 FX2170  NAD 83(1986)-  36 02 54.99804(N)    077 44 58.04473(W) AD(       ) 1
 FX2170  NAD 27      -  36 02 54.44240(N)    077 44 59.11790(W) AD(       ) 1
 FX2170  NAVD 88 (03/10/00)   39.26   (m)          128.8    (f) LEVELING    3  
 FX2170  NGVD 29 (??/??/92)   39.576  (m)          129.84   (f) ADJ UNCH    2 1
 FX2170
 FX2170.Superseded values are not recommended for survey control.
 FX2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2170.See file dsdata.txt to determine how the superseded data were derived.
 FX2170
 FX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5232192839(NAD 83)
 FX2170_MARKER: DS = TRIANGULATION STATION DISK
 FX2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2170_SP_SET: CONCRETE POST
 FX2170_STAMPING: BATTLEBORO 1933
 FX2170_MARK LOGO: CGS   
 FX2170_PROJECTION: RECESSED 10 CENTIMETERS
 FX2170_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2170+STABILITY: SURFACE MOTION
 FX2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2170+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1996
 FX2170
 FX2170  HISTORY     - Date     Condition        Report By
 FX2170  HISTORY     - 1933     MONUMENTED       CGS
 FX2170  HISTORY     - 1957     GOOD             CGS
 FX2170  HISTORY     - 1959     GOOD             LOCSUR
 FX2170  HISTORY     - 1963     GOOD             NCGS
 FX2170  HISTORY     - 1969     GOOD             CGS
 FX2170  HISTORY     - 1973     GOOD             NCGS
 FX2170  HISTORY     - 1978     GOOD             NCGS
 FX2170  HISTORY     - 1982     GOOD             NGS
 FX2170  HISTORY     - 19930629 GOOD             NCGS
 FX2170  HISTORY     - 19960703 GOOD             NCGS
 FX2170
 FX2170                          STATION DESCRIPTION
 FX2170
 FX2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX2170'IN BATTLEBORO, ON PROPERTY LINE BETWEEN LOT BELONGING TO
 FX2170'VILLAGE AND ONE OWNED BY MRS. BRASWELL, 55 YARDS WEST OF CENTER
 FX2170'LINE OF RIGHT-OF-WAY OF ATLANTIC COAST LINE RAILROAD WHICH IS ALSO
 FX2170'NASH-EDGECOMBE COUNTY LINE, 87 FEET WEST OF CENTER LINE OF DIRT
 FX2170'ROAD, 70 FEET NORTHWEST OF 6-FOOT SPANISH OAK TREE, AND 16 FEET
 FX2170'SOUTHWEST OF SOUTHWEST CORNER OF OLD WOODEN BUILDING.  TO
 FX2170'
 FX2170'TO REACH STATION, FOLLOW ROUTE 301 TO BATTLEBORO, GO EAST 0.2
 FX2170'MILE ON MAIN STREET TO CROSS STREET JUST WEST OF RAILROAD, AND
 FX2170'FOLLOW SOUTH 70 YARDS TO STATION SITE.  SURFACE AND UNDERGROUND
 FX2170'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FX2170'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FX2170'NO. 1 IS 1 FOOT WEST OF SOUTHEAST CORNER OF BRASWELLS
 FX2170'BUGGY HOUSE, AND 141.90 FEET FROM STATION N 03 DEG 03 MIN E.
 FX2170'NO. 2 IS 25 FEET EAST OF CENTER LINE OF RAILROAD
 FX2170'DOUBLE TRACK, 5 FEET EAST OF SECOND T-POLE AT TOP OF CUT SOUTH OF
 FX2170'GRADE CROSSING, 200.25 FEET FROM STATION.
 FX2170'NO. 3 IS 20 FEET EAST OF CENTER LINE OF ROAD LEADING TO
 FX2170'CEMETERY, 50 YARDS NORTH OF GRANITE TOMB WITH NAMES BRASWELLS
 FX2170'BRYAN, 100 YARDS EAST OF RAILROAD, AND 0.25 MILE FROM
 FX2170'STATION S 0 DEG 07 MIN W.
 FX2170
 FX2170                          STATION RECOVERY (1957)
 FX2170
 FX2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 FX2170'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK WAS
 FX2170'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS ON A MOUND OF
 FX2170'EARTH LEFT BY RAILROAD GRADING AND IS IN DANGER OF BEING
 FX2170'DESTROYED.  REFERENCE MARKS 1 AND 3 WERE SEARCHED FOR BUT WERE
 FX2170'NOT RECOVERED.  THESE MARKS SHOULD BE CONSIDERED LOST.
 FX2170'
 FX2170'THE STATION MARK IS 51.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FX2170'OF A BRICK BUILDING AND 21.8 FEET SOUTH OF THE WEST CORNER OF A
 FX2170'FRAME BUILDING.  THE MARK IS 4 INCHES UNDERGROUND.
 FX2170
 FX2170                          STATION RECOVERY (1959)
 FX2170
 FX2170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 FX2170'RECOVERED IN GOOD CONDITION EXCEPT IT IS 6 INCHES UNDERGROUND
 FX2170'BETWEEN BUILDING AND TREE LINE ALONG DRIVE.  REFERENCE MARKS
 FX2170'BEHIND NEW BUILDINGS.  AZIMUTH MARK (RM 3) IN GOOD CONDITION.  USED
 FX2170'FOR AZIMUTH BY OFFSET AROUND TELEPHONE POLE ON LINE.
 FX2170
 FX2170                          STATION RECOVERY (1963)
 FX2170
 FX2170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 FX2170'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FX2170'
 FX2170'REFERENCE MARK NO. 1 WAS NOT FOUND.
 FX2170'
 FX2170'REFERENCE MARK NO. 2 IS ON THE SLOPE OF A WASHED OUT BANK.  THE
 FX2170'MARK IS IN GOOD CONDITION AT THIS TIME, HOWEVER, IF EROSION
 FX2170'CONTINUES, THE MARK WILL BE UNSERVICEABLE.
 FX2170'
 FX2170'REFERENCE MARK NO. 3 WAS RECOVERED AS DESCRIBED.
 FX2170
 FX2170                          STATION RECOVERY (1969)
 FX2170
 FX2170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FX2170'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED.  DUE TO
 FX2170'GRADING ALONG THE RAILROAD TRACKS REFERENCE MARK 2 IS PARTIALLY
 FX2170'EXPOSED, HOWEVER THE MARK APPEARS NOT TO HAVE BEEN
 FX2170'DISTURBED.  REFERENCE MARKS 4, 5 AND AN AZIMUTH MARK WERE
 FX2170'ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 FX2170'
 FX2170'THE STATION IS IN THE CITY OF BATTLEBORO, 0.05 MILE SOUTH OF
 FX2170'W MAIN STREET, ON THE WEST SIDE OF SOUTH RAILROAD STREET AND ON
 FX2170'PROPERTY OWNED BY THE CITY.
 FX2170'
 FX2170'STATION MARK IS A STANDARD DISK, STAMPED---BATTLEBORO 1933---SET
 FX2170'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 4 INCHES BELOW
 FX2170'THE GROUND SURFACE.  IT IS 117.0 FEET SOUTH-SOUTHWEST OF THE
 FX2170'SOUTHEAST CORNER OF A BRICK BUILDING, 113.0 FEET SOUTHWEST OF A
 FX2170'TRANSFORMER POLE, 86.0 FEET WEST OF THE CENTERLINE OF SOUTH
 FX2170'RAILROAD STREET AND 65.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 FX2170'BRICK HOUSE.
 FX2170'
 FX2170'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BATTLEBORO NO 2
 FX2170'1933---, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 FX2170'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT IS 25.2 FEET EAST OF
 FX2170'THE EAST RAIL OF RAILROAD TRACKS, 7.5 FEET NORTHEAST OF A POWER
 FX2170'LINE POLE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FX2170'
 FX2170'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BATTLEBORO NO
 FX2170'4 1933 1969---, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 FX2170'DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 67.8 FEET
 FX2170'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, 26.0 FEET
 FX2170'WEST OF THE CENTERLINE OF SOUTH RAILROAD STREET, 13.0 FEET WEST
 FX2170'OF A POWER LINE POLE AND ABOUT THE SAME ELEVATION AS THE
 FX2170'STATION.
 FX2170'
 FX2170'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---BATTLEBORO NO 5 1933
 FX2170'1969---, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 FX2170'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 98.0 FEET
 FX2170'WEST OF THE CENTERLINE OF SOUTH RAILROAD STREET, 63.8 FEET
 FX2170'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 2.5
 FX2170'FEET WEST OF A POWER LINE POLE AND ABOUT THE SAME ELEVATION AS
 FX2170'THE STATION.
 FX2170'
 FX2170'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BATTLEBORO 1933
 FX2170'1969---, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 FX2170'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 12.0
 FX2170'FEET EAST OF THE CENTERLINE OF A DIRT ROAD AND 2.8 FEET NORTH OF A
 FX2170'WITNESS POST.
 FX2170'
 FX2170'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON SOUTH
 FX2170'RAILROAD STREET FOR 0.05 MILE TO THE JUNCTION WITH W MAIN
 FX2170'STREET.  TURN RIGHT AND GO EAST, CROSSING A RAILROAD TRACKS FOR
 FX2170'0.15 MILE TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 FX2170'DIRT ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FX2170'
 FX2170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX2170'IN BATTLEBORO.
 FX2170
 FX2170                          STATION RECOVERY (1973)
 FX2170
 FX2170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (ESL)
 FX2170'BATTLEBORO 1933 GOOD
 FX2170'
 FX2170'RM 4 GOOD
 FX2170'
 FX2170'RM 5 (OLD AZ.) GOOD
 FX2170'
 FX2170'BATTLEBORO (NEW AZ.)
 FX2170
 FX2170                          STATION RECOVERY (1978)
 FX2170
 FX2170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2170'IN BATTLEBORO.
 FX2170'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN STREET AND SOUTH
 FX2170'RAILROAD STREET IN BATTLEBORO, PROCEED SOUTH ALONG SOUTH RAILROAD
 FX2170'STREET FOR 0.05 MILE TO STATION ON RIGHT ON PROPERTY OWNED BY CITY,
 FX2170'86.0 FT. WEST OF CENTERLINE OF SOUTH RAILROAD STREET, 65.0 FT. NORTH
 FX2170'OF NORTHEAST CORNER OF BRICK HOUSE, 113.0 FT. SOUTHWEST OF POWER POLE
 FX2170'WITH TRANSFORMER AND REFERENCE TAG AND 117.0 FT. SOUTH SOUTHWEST OF
 FX2170'SOUTHEAST CORNER OF A BRICK BUILDING.
 FX2170
 FX2170                          STATION RECOVERY (1982)
 FX2170
 FX2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FX2170'LOCATED ON THE VILLAGE OF BATTLEBORO, 0.05 MILE SOUTH OF WEST MAIN
 FX2170'STREET ON THE WEST. SIDE OF SOUTH RAILROAD STREET, 26.5 FEET EAST
 FX2170'FROM THE CENTER OF A 30-INCH, LEANING, OAK TREE, 76.0 FEET NORTHWEST
 FX2170'OF POWERLINE POLE NO. AE 24, 77.2 FEET SOUTH FROM POWERLINE POLE NO.
 FX2170'AE 37, 86.0 FEET NORTHWEST FROM THE CENTER OF SOUTH RAILROAD STREET,
 FX2170'112.7 FEET WEST-SOUTHWEST FROM POWERLINE POLE NO. E 37 AND 116.8 FEET
 FX2170'SOUTHWEST FROM THE SOUTHEAST CORNER OF THE EAST-MOST BRICK BUILDING.
 FX2170
 FX2170                          STATION RECOVERY (1993)
 FX2170
 FX2170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2170'ALL MARKS RECOVERED AS DESCRIBED. AZIMUTH AND RMS ARE ALL VISIBLE FROM
 FX2170'STATION, BUT YARD SHRUBS MAY OBSTRUCT AZIMUTH SLIGHTLY WHEN FULLY
 FX2170'COVERED WITH LEAVES. MARK IS LEVEL WITH AND LOCATED 85.0 FT (25.9 M)
 FX2170'NORTHWEST OF THE CENTER OF SOUTH RAILROAD STREET, 64.9 FT (19.8 M)
 FX2170'NORTHWEST OF RM 4, AND 104.8 FT (31.9 M) SOUTH-SOUTHWEST OF RM 5.
 FX2170
 FX2170                          STATION RECOVERY (1996)
 FX2170
 FX2170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FX2170'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2174 ***********************************************************************
 FX2174  DESIGNATION -  BATTLEBORO AZ MK
 FX2174  PID         -  FX2174
 FX2174  STATE/COUNTY-  NC/NASH
 FX2174  USGS QUAD   -  WHITAKERS (1961)
 FX2174
 FX2174                         *CURRENT SURVEY CONTROL
 FX2174  ___________________________________________________________________
 FX2174* NAD 83(1986)-  36 02 41.     (N)    077 44 58.     (W)     SCALED    
 FX2174* NAVD 88     -        36.915  (meters)     121.11   (feet)  ADJUSTED  
 FX2174  ___________________________________________________________________
 FX2174  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 FX2174  DYNAMIC HT  -          36.884 (meters)     121.01  (feet)  COMP
 FX2174  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 FX2174
 FX2174  VERT ORDER  -  SECOND    CLASS I
 FX2174
 FX2174.The horizontal coordinates were scaled from a topographic map and have
 FX2174.an estimated accuracy of +/- 6 seconds.
 FX2174
 FX2174.The orthometric height was determined by differential leveling
 FX2174.and adjusted in June 1991.
 FX2174
 FX2174.The geoid height was determined by GEOID03.
 FX2174
 FX2174.The dynamic height is computed by dividing the NAVD 88
 FX2174.geopotential number by the normal gravity value computed on the
 FX2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2174.degrees latitude (g = 980.6199 gals.).
 FX2174
 FX2174.The modeled gravity was interpolated from observed gravity values.
 FX2174
 FX2174;                    North         East    Units  Estimated Accuracy
 FX2174;SPC NC       -   255,270.      722,290.      MT  (+/- 180 meters Scaled)
 FX2174
 FX2174                          SUPERSEDED SURVEY CONTROL
 FX2174
 FX2174  NGVD 29 (??/??/92)   37.234  (m)          122.16   (f) ADJ UNCH    2 1
 FX2174
 FX2174.Superseded values are not recommended for survey control.
 FX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2174.See file dsdata.txt to determine how the superseded data were derived.
 FX2174
 FX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE523924(NAD 83)
 FX2174_MARKER: DZ = AZIMUTH MARK DISK
 FX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2174_SP_SET: CONCRETE POST
 FX2174_STAMPING: BATTLEBORO 1933 1969
 FX2174_MARK LOGO: CGS   
 FX2174_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2174_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2174+STABILITY: SURFACE MOTION
 FX2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2174+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 FX2174
 FX2174  HISTORY     - Date     Condition        Report By
 FX2174  HISTORY     - 1969     MONUMENTED       CGS
 FX2174  HISTORY     - 1978     GOOD             NCGS
 FX2174  HISTORY     - 19930629 GOOD             NCGS
 FX2174
 FX2174                          STATION DESCRIPTION
 FX2174
 FX2174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2174'IN BATTLEBORO.
 FX2174'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN STREET SR 1407
 FX2174'AND THE SEABOARD COAST LINE RAILROAD IN BATTLEBORO, PROCEED EAST ALONG
 FX2174'SR 1407 FOR 0.15 MILE TO DIRT ROAD LEADING SOUTH TO CEMETERY, THENCE
 FX2174'SOUTH ALONG DIRT ROAD FOR 0.1 MILE TO STATION ON LEFT, 12.0 FT. EAST
 FX2174'OF CENTERLINE OF DIRT ROAD AND 2.8 FT. NORTH OF WITNESS POST.
 FX2174
 FX2174                          STATION RECOVERY (1993)
 FX2174
 FX2174'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2174'RECOVERED AS DESCRIBED. AZIMUTH AND RMS ARE ALL VISIBLE FROM STATION,
 FX2174'BUT YARD SHRUBS MAY OBSTRUCT AZIMUTH SLIGHTLY WHEN FULLY COVERED WITH
 FX2174'LEAVES. MARK IS 1 FOOT (0.3 M) HIGHER THAN ROAD AND ABOUT 400 M
 FX2174'(1312.3 FT) SOUTH OF THE STATION. PROCEED NORTH ON SOUTH RAILROAD
 FX2174'STREET FOR 0.05 MI (0.08 KM) TO MAIN STREET, TURN RIGHT, CROSS
 FX2174'RAILROAD, AND PROCEED EAST ON MAIN STREET FOR 0.15 MI (0.24 KM) TO
 FX2174'CEMETERY ROAD, THENCE SOUTH ON CEMETERY ROAD FOR 0.1 MI (0.2 KM) TO
 FX2174'THE AZIMUTH ON THE SLOPE OF A HILL. LOCATED 51.2 FT (15.6 M) SOUTHEAST
 FX2174'OF A PINE WITH A REFERENCE TAG ON THE WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7949 ***********************************************************************
 AF7949  DESIGNATION -  BATTLEBORO MB HUBBARD SCH TANK
 AF7949  PID         -  AF7949
 AF7949  STATE/COUNTY-  NC/NASH
 AF7949  USGS QUAD   -  DRAKE (1963)
 AF7949
 AF7949                         *CURRENT SURVEY CONTROL
 AF7949  ___________________________________________________________________
 AF7949* NAD 83(2001)-  36 02 18.69885(N)    077 49 18.48791(W)     ADJUSTED  
 AF7949* NAVD 88     -              **(meters)            **(feet)            
 AF7949  ___________________________________________________________________
 AF7949  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AF7949  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AF7949  HORZ ORDER  -  THIRD
 AF7949
 AF7949.The horizontal coordinates were established by classical geodetic methods
 AF7949.and adjusted by the National Geodetic Survey in August 2005.
 AF7949
 AF7949
 AF7949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7949
 AF7949.The geoid height was determined by GEOID03.
 AF7949
 AF7949;                    North         East     Units Scale Factor Converg.
 AF7949;SPC NC       -   254,505.604   715,774.161   MT  0.99996676   +0 40 48.1
 AF7949;SPC NC       -   834,990.47  2,348,335.73   sFT  0.99996676   +0 40 48.1
 AF7949;UTM  18      - 3,991,906.630   245,769.542   MT  1.00039647   -1 39 39.7
 AF7949
 AF7949                          SUPERSEDED SURVEY CONTROL
 AF7949
 AF7949  NAD 83(1986)-  36 02 18.70405(N)    077 49 18.49944(W) AD(       ) 4
 AF7949
 AF7949.Superseded values are not recommended for survey control.
 AF7949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7949.See file dsdata.txt to determine how the superseded data were derived.
 AF7949
 AF7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4577091907(NAD 83)
 AF7949_MARKER: 51 = TANK
 AF7949
 AF7949  HISTORY     - Date     Condition        Report By
 AF7949  HISTORY     - 1983     FIRST OBSERVED   NCGS
 AF7949
 AF7949                          STATION DESCRIPTION
 AF7949
 AF7949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7949'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) WEST-SOUTHWEST OF BATTLEBORO
 AF7949'AND 6.7 MI (10.8 KM) NORTH-NORTHWEST OF ROCKY MOUNT. ALONG SR 1524 FOR
 AF7949'0.8 MI (1.3 KM) EAST OF THE JUNCTION WITH I 95 (IN THE DRAKE
 AF7949'COMMUNITY), ON THE SOUTH SIDE OF HIGHWAY AT SCHOOL.  STATION IS THE
 AF7949'CENTER OF THE BALL ON THE CONE-SHAPED TOP OF TANK, PAINTED SILVER,
 AF7949'ABOUT 100 FEET (30.5 M) TALL, AND SUPPORTED BY 4 LEGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2173 ***********************************************************************
 FX2173  DESIGNATION -  BATTLEBORO RM 2
 FX2173  PID         -  FX2173
 FX2173  STATE/COUNTY-  NC/NASH
 FX2173  USGS QUAD   -  WHITAKERS (1961)
 FX2173
 FX2173                         *CURRENT SURVEY CONTROL
 FX2173  ___________________________________________________________________
 FX2173* NAD 83(2001)-  36 02 53.79288(N)    077 44 56.10285(W)     ADJUSTED  
 FX2173* NAVD 88     -        38.923  (meters)     127.70   (feet)  ADJUSTED  
 FX2173  ___________________________________________________________________
 FX2173  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FX2173  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX2173  DYNAMIC HT  -          38.890 (meters)     127.59  (feet)  COMP
 FX2173  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FX2173
 FX2173  HORZ ORDER  -  SECOND
 FX2173  VERT ORDER  -  SECOND    CLASS I
 FX2173
 FX2173.The horizontal coordinates were established by classical geodetic methods
 FX2173.and adjusted by the National Geodetic Survey in August 2005.
 FX2173
 FX2173.The orthometric height was determined by differential leveling
 FX2173.and adjusted in June 1991.
 FX2173
 FX2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2173
 FX2173.The geoid height was determined by GEOID03.
 FX2173
 FX2173.The dynamic height is computed by dividing the NAVD 88
 FX2173.geopotential number by the normal gravity value computed on the
 FX2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2173.degrees latitude (g = 980.6199 gals.).
 FX2173
 FX2173.The modeled gravity was interpolated from observed gravity values.
 FX2173
 FX2173;                    North         East     Units Scale Factor Converg.
 FX2173;SPC NC       -   255,667.521   722,328.179   MT  0.99996911   +0 43 19.5
 FX2173;SPC NC       -   838,802.53  2,369,838.37   sFT  0.99996911   +0 43 19.5
 FX2173;UTM  18      - 3,992,800.254   252,368.238   MT  1.00035565   -1 37 06.5
 FX2173
 FX2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2173!SPC NC       -   0.99999937  x   0.99996911  =   0.99996848
 FX2173!UTM  18      -   0.99999937  x   1.00035565  =   1.00035502
 FX2173
 FX2173                          SUPERSEDED SURVEY CONTROL
 FX2173
 FX2173  NAD 83(1986)-  36 02 53.01808(N)    077 44 58.00040(W) AD(       ) 2
 FX2173  NAD 83(1986)-  36 02 53.01808(N)    077 44 58.00040(W) AD(       ) 4
 FX2173  NAVD 88 (03/10/00)   38.92   (m)          127.7    (f) LEVELING    3  
 FX2173  NGVD 29 (??/??/92)   39.242  (m)          128.75   (f) ADJ UNCH    2 1
 FX2173
 FX2173.Superseded values are not recommended for survey control.
 FX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2173.See file dsdata.txt to determine how the superseded data were derived.
 FX2173
 FX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5236892800(NAD 83)
 FX2173_MARKER: DR = REFERENCE MARK DISK
 FX2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2173_SP_SET: CONCRETE POST
 FX2173_STAMPING: BATTLEBORO NO 2 1933
 FX2173_MARK LOGO: CGS   
 FX2173_PROJECTION: PROJECTING 61 CENTIMETERS
 FX2173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2173+STABILITY: SURFACE MOTION
 FX2173
 FX2173  HISTORY     - Date     Condition        Report By
 FX2173  HISTORY     - 1933     MONUMENTED       CGS
 FX2173  HISTORY     - 1978     GOOD             NCGS
 FX2173  HISTORY     - 1982     GOOD             NGS
 FX2173  HISTORY     - 19930405 GOOD             NCGS
 FX2173  HISTORY     - 19930629 GOOD             NCGS
 FX2173
 FX2173                          STATION DESCRIPTION
 FX2173
 FX2173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2173'IN BATTLEBORO.
 FX2173'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN STREET AND
 FX2173'SEABOARD COAST LINE RAILROAD IN BATTLEBORO, PROCEED SOUTH ALONG
 FX2173'SEABOARD COAST LINE RAILROAD FOR 0.05 MILE TO STATION ON LEFT, 25.2
 FX2173'FT. EAST OF EAST RAIL OF TRACKS AND 7.5 FT. NORTHEAST OF POWER POLE
 FX2173'WITH REFERENCE TAG.
 FX2173
 FX2173                          STATION RECOVERY (1982)
 FX2173
 FX2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FX2173'IT IS 200.38 FEET SOUTHEAST FROM TRIANGULATION STATION BATTLEBORO
 FX2173'1933, 5.4 FEET EAST FROM A TELEPHONE POLE WITH AN ALUMINUM REFERENCE
 FX2173'TAG, 25.3 FEET SOUTHEAST FROM THE EAST RAIL OF RAILROAD TRACKS AND
 FX2173'109.3 FEET SOUTHEAST FROM THE CENTER OF SOUTH RAILROAD STREET.
 FX2173
 FX2173                          STATION RECOVERY (1993)
 FX2173
 FX2173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2173'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING REFERENCE CHANGES. MARK
 FX2173'PROJECTS 31-INCHES ON NORTHEAST CORNER AND 16-INCHES ON THE SOUTHWEST
 FX2173'CORNER. LOCATED 108.6 FT (33.1 M) SOUTHEAST OF THE CENTER OF S.
 FX2173'RAILROAD STREET.
 FX2173
 FX2173                          STATION RECOVERY (1993)
 FX2173
 FX2173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (JGG)
 FX2173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4243 ***********************************************************************
 FX4243  DESIGNATION -  BATTLEBORO RM 3 AZIMUTH
 FX4243  PID         -  FX4243
 FX4243  STATE/COUNTY-  NC/EDGECOMBE
 FX4243  USGS QUAD   -  WHITAKERS (1961)
 FX4243
 FX4243                         *CURRENT SURVEY CONTROL
 FX4243  ___________________________________________________________________
 FX4243* NAD 83(2001)-  36 02 44.04796(N)    077 44 58.06092(W)     ADJUSTED  
 FX4243* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 FX4243  ___________________________________________________________________
 FX4243  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FX4243  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX4243  HORZ ORDER  -  SECOND
 FX4243
 FX4243.The horizontal coordinates were established by classical geodetic methods
 FX4243.and adjusted by the National Geodetic Survey in August 2005.
 FX4243
 FX4243.The orthometric height was scaled from a topographic map.
 FX4243
 FX4243.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4243
 FX4243.The geoid height was determined by GEOID03.
 FX4243
 FX4243;                    North         East     Units Scale Factor Converg.
 FX4243;SPC NC       -   255,366.577   722,282.957   MT  0.99996845   +0 43 18.4
 FX4243;SPC NC       -   837,815.18  2,369,690.00   sFT  0.99996845   +0 43 18.4
 FX4243;UTM  18      - 3,992,501.292   252,310.742   MT  1.00035600   -1 37 07.3
 FX4243
 FX4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4243!SPC NC       -   0.99999910  x   0.99996845  =   0.99996755
 FX4243!UTM  18      -   0.99999910  x   1.00035600  =   1.00035510
 FX4243
 FX4243                          SUPERSEDED SURVEY CONTROL
 FX4243
 FX4243  NAD 83(1993)-  36 02 44.05350(N)    077 44 58.06930(W) AD(       ) 2
 FX4243  NAD 83(1986)-  36 02 44.05270(N)    077 44 58.07103(W) AD(       ) 2
 FX4243  NAD 27      -  36 02 43.49718(N)    077 44 59.14386(W) AD(       ) 2
 FX4243
 FX4243.Superseded values are not recommended for survey control.
 FX4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4243.See file dsdata.txt to determine how the superseded data were derived.
 FX4243
 FX4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5231192501(NAD 83)
 FX4243_MARKER: DR = REFERENCE MARK DISK
 FX4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4243_STAMPING: BATTLEBORO NO 3 1933
 FX4243_MARK LOGO: CGS   
 FX4243
 FX4243  HISTORY     - Date     Condition        Report By
 FX4243  HISTORY     - 1933     MONUMENTED       CGS
 FX4243
 FX4243                          STATION DESCRIPTION
 FX4243
 FX4243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FX4243'REFERENCE MARK NO. 3 IS 20 FEET EAST OF CENTER LINE OF ROAD LEADING TO
 FX4243'CEMETERY, 50 YARDS NORTH OF GRANITE TOMB WITH NAMES BRASWELLS
 FX4243'BRYAN, 100 YARDS EAST OF RAILROAD, AND 0.25 MILE FROM STA. BATTLEBORO.
 FX4243'
 FX4243'TO REACH STATION, FOLLOW ROUTE 301 TO BATTLEBORO, GO EAST 0.2
 FX4243'MILE ON MAIN STREET TO CROSS STREET JUST WEST OF RAILROAD, AND
 FX4243'FOLLOW SOUTH 70 YARDS TO STATION BATTLEBORO.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2171 ***********************************************************************
 FX2171  DESIGNATION -  BATTLEBORO RM 4
 FX2171  PID         -  FX2171
 FX2171  STATE/COUNTY-  NC/NASH
 FX2171  USGS QUAD   -  WHITAKERS (1961)
 FX2171
 FX2171                         *CURRENT SURVEY CONTROL
 FX2171  ___________________________________________________________________
 FX2171* NAD 83(2001)-  36 02 54.53364(N)    077 44 57.48301(W)     ADJUSTED  
 FX2171* NAVD 88     -        39.350  (meters)     129.10   (feet)  ADJUSTED  
 FX2171  ___________________________________________________________________
 FX2171  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FX2171  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX2171  DYNAMIC HT  -          39.317 (meters)     128.99  (feet)  COMP
 FX2171  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FX2171
 FX2171  HORZ ORDER  -  SECOND
 FX2171  VERT ORDER  -  SECOND    CLASS I
 FX2171
 FX2171.The horizontal coordinates were established by classical geodetic methods
 FX2171.and adjusted by the National Geodetic Survey in August 2005.
 FX2171
 FX2171.The orthometric height was determined by differential leveling
 FX2171.and adjusted in June 1991.
 FX2171
 FX2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2171
 FX2171.The geoid height was determined by GEOID03.
 FX2171
 FX2171.The dynamic height is computed by dividing the NAVD 88
 FX2171.geopotential number by the normal gravity value computed on the
 FX2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2171.degrees latitude (g = 980.6199 gals.).
 FX2171
 FX2171.The modeled gravity was interpolated from observed gravity values.
 FX2171
 FX2171;                    North         East     Units Scale Factor Converg.
 FX2171;SPC NC       -   255,689.915   722,293.349   MT  0.99996916   +0 43 18.7
 FX2171;SPC NC       -   838,876.00  2,369,724.10   sFT  0.99996916   +0 43 18.7
 FX2171;UTM  18      - 3,992,824.061   252,334.339   MT  1.00035586   -1 37 07.3
 FX2171
 FX2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2171!SPC NC       -   0.99999930  x   0.99996916  =   0.99996846
 FX2171!UTM  18      -   0.99999930  x   1.00035586  =   1.00035516
 FX2171
 FX2171                          SUPERSEDED SURVEY CONTROL
 FX2171
 FX2171  NAD 83(1986)-  36 02 54.36137(N)    077 44 58.14458(W) AD(       ) 2
 FX2171  NAD 83(1986)-  36 02 54.36137(N)    077 44 58.14458(W) AD(       ) 4
 FX2171  NAVD 88 (03/10/00)   39.35   (m)          129.1    (f) LEVELING    3  
 FX2171  NGVD 29 (??/??/92)   39.669  (m)          130.15   (f) ADJ UNCH    2 1
 FX2171
 FX2171.Superseded values are not recommended for survey control.
 FX2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2171.See file dsdata.txt to determine how the superseded data were derived.
 FX2171
 FX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5233492824(NAD 83)
 FX2171_MARKER: DR = REFERENCE MARK DISK
 FX2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2171_SP_SET: CONCRETE POST
 FX2171_STAMPING: BATTLEBORO NO 4 1933 1969
 FX2171_MARK LOGO: CGS   
 FX2171_PROJECTION: PROJECTING 3 CENTIMETERS
 FX2171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2171+STABILITY: SURFACE MOTION
 FX2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2171+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 FX2171
 FX2171  HISTORY     - Date     Condition        Report By
 FX2171  HISTORY     - 1969     MONUMENTED       CGS
 FX2171  HISTORY     - 1978     GOOD             NCGS
 FX2171  HISTORY     - 1982     GOOD             NGS
 FX2171  HISTORY     - 19930629 GOOD             NCGS
 FX2171  HISTORY     - 19930629 GOOD             NCGS
 FX2171
 FX2171                          STATION DESCRIPTION
 FX2171
 FX2171'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2171'IN BATTLEBORO.
 FX2171'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN STREET AND SOUTH
 FX2171'RAILROAD STREET IN BATTLEBORO, PROCEED SOUTH ALONG SOUTH RAILROAD
 FX2171'STREET FOR 0.05 MILE TO STATION ON RIGHT ON PROPERTY OWNED BY CITY,
 FX2171'26.0 FT. WEST OF CENTERLINE OF SOUTH RAILROAD STREET, 13.0 FT. WEST OF
 FX2171'POWER POLE WITH REFERENCE TAG AND 67.8 FT. NORTHEAST OF NORTHEAST
 FX2171'CORNER OF BRICK HOUSE.
 FX2171
 FX2171                          STATION RECOVERY (1982)
 FX2171
 FX2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FX2171'IT IS 65.1 FEET SOUTHEAST FROM TRIANGULATION STATION BATTLEBORO 1933,
 FX2171'13.2 FEET WEST -NORTHWEST OF POWERLINE POLE NO. E 24, 15.0 FEET
 FX2171'NORTH-NORTHEAST FROM THE CENTER OF A 60-INCH OAK TREE, AND 26.0 FEET
 FX2171'NORTHWEST FROM THE CENTER OF SOUTH RAILROAD STREET.
 FX2171
 FX2171                          STATION RECOVERY (1993)
 FX2171
 FX2171'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (JGG)
 FX2171'RECOVERED AS DESCRIBED.
 FX2171
 FX2171                          STATION RECOVERY (1993)
 FX2171
 FX2171'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2171'RECOVERED AS DESCRIBED. LOCATED 13.0 FT (4.0 M) NORTH-NORTHEAST OF A
 FX2171'5.8-FOOT OAK, 25.5 FT (7.8 M) NORTHWEST OF THE CENTERLINE OF SOUTH
 FX2171'RAILROAD STREET, AND 12.8 FT (3.9 M) WEST-NORTHWEST OF A POWER POLE
 FX2171'(AE24).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2172 ***********************************************************************
 FX2172  DESIGNATION -  BATTLEBORO RM 5
 FX2172  PID         -  FX2172
 FX2172  STATE/COUNTY-  NC/NASH
 FX2172  USGS QUAD   -  WHITAKERS (1961)
 FX2172
 FX2172                         *CURRENT SURVEY CONTROL
 FX2172  ___________________________________________________________________
 FX2172* NAD 83(2001)-  36 02 55.98049(N)    077 44 57.69085(W)     ADJUSTED  
 FX2172* NAVD 88     -        39.604  (meters)     129.93   (feet)  ADJUSTED  
 FX2172  ___________________________________________________________________
 FX2172  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 FX2172  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 FX2172  DYNAMIC HT  -          39.570 (meters)     129.82  (feet)  COMP
 FX2172  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 FX2172
 FX2172  HORZ ORDER  -  SECOND
 FX2172  VERT ORDER  -  SECOND    CLASS I
 FX2172
 FX2172.The horizontal coordinates were established by classical geodetic methods
 FX2172.and adjusted by the National Geodetic Survey in August 2005.
 FX2172
 FX2172.The orthometric height was determined by differential leveling
 FX2172.and adjusted in June 1991.
 FX2172
 FX2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2172
 FX2172.The geoid height was determined by GEOID03.
 FX2172
 FX2172.The dynamic height is computed by dividing the NAVD 88
 FX2172.geopotential number by the normal gravity value computed on the
 FX2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2172.degrees latitude (g = 980.6199 gals.).
 FX2172
 FX2172.The modeled gravity was interpolated from observed gravity values.
 FX2172
 FX2172;                    North         East     Units Scale Factor Converg.
 FX2172;SPC NC       -   255,734.440   722,287.586   MT  0.99996926   +0 43 18.6
 FX2172;SPC NC       -   839,022.08  2,369,705.19   sFT  0.99996926   +0 43 18.6
 FX2172;UTM  18      - 3,992,868.801   252,330.398   MT  1.00035588   -1 37 07.5
 FX2172
 FX2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2172!SPC NC       -   0.99999926  x   0.99996926  =   0.99996852
 FX2172!UTM  18      -   0.99999926  x   1.00035588  =   1.00035514
 FX2172
 FX2172                          SUPERSEDED SURVEY CONTROL
 FX2172
 FX2172  NAD 83(1986)-  36 02 55.39679(N)    077 44 56.86796(W) AD(       ) 2
 FX2172  NAD 83(1986)-  36 02 55.39679(N)    077 44 56.86796(W) AD(       ) 4
 FX2172  NAVD 88 (03/10/00)   39.60   (m)          129.9    (f) LEVELING    3  
 FX2172  NGVD 29 (??/??/92)   39.923  (m)          130.98   (f) ADJ UNCH    2 1
 FX2172
 FX2172.Superseded values are not recommended for survey control.
 FX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2172.See file dsdata.txt to determine how the superseded data were derived.
 FX2172
 FX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5233092869(NAD 83)
 FX2172_MARKER: DR = REFERENCE MARK DISK
 FX2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2172_SP_SET: CONCRETE POST
 FX2172_STAMPING: BATTLEBORO NO 5 1933 1969
 FX2172_MARK LOGO: CGS   
 FX2172_PROJECTION: PROJECTING 10 CENTIMETERS
 FX2172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2172+STABILITY: SURFACE MOTION
 FX2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2172+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 FX2172
 FX2172  HISTORY     - Date     Condition        Report By
 FX2172  HISTORY     - 1969     MONUMENTED       CGS
 FX2172  HISTORY     - 1978     GOOD             NCGS
 FX2172  HISTORY     - 1982     GOOD             NGS
 FX2172  HISTORY     - 19930629 GOOD             NCGS
 FX2172  HISTORY     - 19930629 GOOD             NCGS
 FX2172
 FX2172                          STATION DESCRIPTION
 FX2172
 FX2172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2172'IN BATTLEBORO.
 FX2172'TO REACH STATION FROM THE INTERSECTION OF WEST MAIN STREET AND SOUTH
 FX2172'RAILROAD STREET IN BATTLEBORO, PROCEED SOUTH ALONG SOUTH RAILROAD
 FX2172'STREET FOR 0.05 MILE TO STATION ON RIGHT ON PROPERTY OWNED BY CITY,
 FX2172'98.0 FT. WEST OF CENTERLINE OF SOUTH RAILROAD STREET, 2.5 FT. WEST OF
 FX2172'POWER POLE WITH REFERENCE TAG AND 63.8 FT. WEST SOUTHWEST OF SOUTHEAST
 FX2172'CORNER OF BRICK BUILDING.
 FX2172
 FX2172                          STATION RECOVERY (1982)
 FX2172
 FX2172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FX2172'IT IS 104.82 FEET NORTH-NORTHEAST FROM TRIANGULATION STATION
 FX2172'BATTLEBORO 1933, 33.6 FEET NORTHEAST FROM POWERLINE POLE NO. AE 37,
 FX2172'63.7 FEET NORTHWEST FROM THE SOUTHEAST CORNER OF THE EAST MOST BRICK
 FX2172'BUILDING, AND 87.5 FEET NORTHWEST FROM POWERLINE POLE NO E 37.
 FX2172
 FX2172                          STATION RECOVERY (1993)
 FX2172
 FX2172'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (JGG)
 FX2172'RECOVERED AS DESCRIBED.
 FX2172
 FX2172                          STATION RECOVERY (1993)
 FX2172
 FX2172'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2172'RECOVERED AS DESCRIBED. LOCATED 98.3 FT (30.0 M) NORTHWEST OF SOUTH
 FX2172'RAILROAD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4489 ***********************************************************************
 FY4489  DESIGNATION -  BATTON
 FY4489  PID         -  FY4489
 FY4489  STATE/COUNTY-  NC/ALAMANCE
 FY4489  USGS QUAD   -  MEBANE (1994)
 FY4489
 FY4489                         *CURRENT SURVEY CONTROL
 FY4489  ___________________________________________________________________
 FY4489* NAD 83(2001)-  36 00 39.93666(N)    079 18 59.28106(W)     ADJUSTED  
 FY4489* NAVD 88     -       184.46   (+/-2cm)     605.2    (feet)  VERTCON   
 FY4489  ___________________________________________________________________
 FY4489  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FY4489  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FY4489  HORZ ORDER  -  SECOND
 FY4489  VERT ORDER  -  THIRD ? (See Below)
 FY4489
 FY4489.The horizontal coordinates were established by classical geodetic methods
 FY4489.and adjusted by the National Geodetic Survey in August 2005.
 FY4489
 FY4489.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4489.The vertical order pertains to the NGVD 29 superseded value.
 FY4489
 FY4489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4489
 FY4489.The geoid height was determined by GEOID03.
 FY4489
 FY4489;                    North         East     Units Scale Factor Converg.
 FY4489;SPC NC       -   250,877.064   581,072.570   MT  0.99996029   -0 10 57.6
 FY4489;SPC NC       -   823,085.83  1,906,402.26   sFT  0.99996029   -0 10 57.6
 FY4489;UTM  17      - 3,986,489.621   651,718.376   MT  0.99988363   +0 59 24.0
 FY4489
 FY4489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4489!SPC NC       -   0.99997580  x   0.99996029  =   0.99993609
 FY4489!UTM  17      -   0.99997580  x   0.99988363  =   0.99985943
 FY4489
 FY4489                          SUPERSEDED SURVEY CONTROL
 FY4489
 FY4489  NAD 83(1993)-  36 00 39.94014(N)    079 18 59.28997(W) AD(       ) 2
 FY4489  NAD 83(1986)-  36 00 39.93979(N)    079 18 59.28926(W) AD(       ) 2
 FY4489  NGVD 29 (07/16/92)  184.71   (m)          606.0    (f) LEVELING    3  
 FY4489
 FY4489.Superseded values are not recommended for survey control.
 FY4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4489.See file dsdata.txt to determine how the superseded data were derived.
 FY4489
 FY4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5171886490(NAD 83)
 FY4489_MARKER: DE = TRAVERSE STATION DISK
 FY4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4489_STAMPING: BATTON 1983
 FY4489_MARK LOGO: NCGS  
 FY4489_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4489+STABILITY: SURFACE MOTION
 FY4489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY4489+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 FY4489
 FY4489  HISTORY     - Date     Condition        Report By
 FY4489  HISTORY     - 1983     MONUMENTED       NCGS
 FY4489  HISTORY     - 20030318 GOOD             NCGS
 FY4489  HISTORY     - 20041029 GOOD             USPSQD
 FY4489  HISTORY     - 20050615 GOOD             USPSQD
 FY4489  HISTORY     - 20060727 GOOD             USPSQD
 FY4489
 FY4489                          STATION DESCRIPTION
 FY4489
 FY4489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FY4489'THE STATION IS LOCATED ABOUT 2.6 MILES
 FY4489'SOUTHEAST OF SWEPSONVILLE AND 4.4 MILES NORTH OF SAXAPAHAW.
 FY4489'
 FY4489'ALONG NC 54, 5.35 MILES EAST OF I-85 OVERPASS (IN GRAHAM), IN SOUTH
 FY4489'QUADRANT OF INTERSECTION WITH SR 2153, ON 4 FOOT BANK NEAR WOODS
 FY4489'LINE.
 FY4489'
 FY4489'THE STATION IS A STANDARD NCGS DISK
 FY4489'STAMPED---BATTON 1983---,
 FY4489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4489'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 FY4489'16.5 METERS (54.2 FT) SOUTH-SOUTHWEST FROM CENTERLINE OF HIGHWAY,
 FY4489'74.1 METERS (243.0 FT) SOUTHEAST FROM NORTH END OF TRAFFIC ISLAND
 FY4489'IN SR 2153,
 FY4489'4.4 METERS (14.5 FT) EAST FROM RIGHT-OF-WAY MARKER,
 FY4489'11.9 METERS (39.0 FT) SOUTH-SOUTHEAST FROM TELEPHONE PEDESTAL (103),
 FY4489'31.8 METERS (104.4 FT) SOUTH FROM WEST END OF DRIVEWAY CULVERT--AND
 FY4489'4.1 METERS (13.5 FT) NORTH FROM 6 INCH CEDAR AND
 FY4489'55.0 METERS (180.4 FT) NORTHWEST FROM BRACE POLE--BOTH WITH
 FY4489'REFERENCE TAGS.
 FY4489'
 FY4489'MARK IS 4 FEET ABOVE HIGHWAY.
 FY4489
 FY4489                          STATION RECOVERY (2003)
 FY4489
 FY4489'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY4489'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 FY4489'CORRECTIONS. MARK IS FLUSH WITH THE GROUND AND ABOUT 2-FEET HIGHER
 FY4489'THAN NC 54. TELEPHONE PEDESTAL NUMBER 103 IS NOW 104 AND SR 2153 IS
 FY4489'BRUCEWOOD ROAD.
 FY4489
 FY4489                          STATION RECOVERY (2004)
 FY4489
 FY4489'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY4489'RECOVERED IN GOOD CONDITION.
 FY4489
 FY4489                          STATION RECOVERY (2005)
 FY4489
 FY4489'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY4489'N 36 00.666
 FY4489'W 079 18.989
 FY4489
 FY4489                          STATION RECOVERY (2006)
 FY4489
 FY4489'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY4489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3177 ***********************************************************************
 EY3177  DESIGNATION -  BATTS
 EY3177  PID         -  EY3177
 EY3177  STATE/COUNTY-  NC/WILSON
 EY3177  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 EY3177
 EY3177                         *CURRENT SURVEY CONTROL
 EY3177  ___________________________________________________________________
 EY3177* NAD 83(2001)-  35 47 41.55107(N)    077 57 01.91305(W)     ADJUSTED  
 EY3177* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 EY3177  ___________________________________________________________________
 EY3177  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 EY3177  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 EY3177  HORZ ORDER  -  SECOND
 EY3177
 EY3177.The horizontal coordinates were established by classical geodetic methods
 EY3177.and adjusted by the National Geodetic Survey in August 2005.
 EY3177
 EY3177.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3177
 EY3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3177
 EY3177.The geoid height was determined by GEOID03.
 EY3177
 EY3177;                    North         East     Units Scale Factor Converg.
 EY3177;SPC NC       -   227,343.537   704,460.014   MT  0.99991742   +0 36 20.6
 EY3177;SPC NC       -   745,876.25  2,311,215.90   sFT  0.99991742   +0 36 20.6
 EY3177;UTM  18      - 3,965,215.259   233,351.142   MT  1.00047624   -1 43 36.3
 EY3177;UTM  17      - 3,965,489.414   775,592.768   MT  1.00053601   +1 47 05.0
 EY3177
 EY3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3177!SPC NC       -   0.99999779  x   0.99991742  =   0.99991521
 EY3177!UTM  18      -   0.99999779  x   1.00047624  =   1.00047403
 EY3177!UTM  17      -   0.99999779  x   1.00053601  =   1.00053380
 EY3177
 EY3177:                Primary Azimuth Mark                     Grid Az
 EY3177:SPC NC       -  JAYTAY                                   010 42 42.6
 EY3177:UTM  18      -  JAYTAY                                   013 02 39.5
 EY3177:UTM  17      -  JAYTAY                                   009 31 58.2
 EY3177
 EY3177|---------------------------------------------------------------------|
 EY3177| PID    Reference Object                     Distance      Geod. Az  |
 EY3177|                                                           dddmmss.s |
 EY3177| EY3173 JAYTAY                              APPROX. 1.4 KM 0111903.2 |
 EY3177| EY3175 LEARY                               322.578 METERS 17340     |
 EY3177|---------------------------------------------------------------------|
 EY3177
 EY3177                          SUPERSEDED SURVEY CONTROL
 EY3177
 EY3177  NAD 83(1986)-  35 47 41.55953(N)    077 57 01.92305(W) AD(       ) 2
 EY3177  NAD 27      -  35 47 40.99509(N)    077 57 02.97473(W) AD(       ) 2
 EY3177  NGVD 29 (07/19/86)   49.1    (m)          161.     (f) VERT ANG    3  
 EY3177
 EY3177.Superseded values are not recommended for survey control.
 EY3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3177.See file dsdata.txt to determine how the superseded data were derived.
 EY3177
 EY3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3335165215(NAD 83)
 EY3177_MARKER: DE = TRAVERSE STATION DISK
 EY3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3177+STABILITY: SURFACE MOTION
 EY3177
 EY3177  HISTORY     - Date     Condition        Report By
 EY3177  HISTORY     - 1975     MONUMENTED       NCGS
 EY3177
 EY3177                          STATION DESCRIPTION
 EY3177
 EY3177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY3177'BATTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY3177'THE VICINITY OF ELM CITY, NORTH CAROLINA.
 EY3177'
 EY3177'BATTS IS LOCATED APPROXIMATELY 5.0 MILES WEST OF ELM CITY, AND
 EY3177'5.4 MILES NNW OF WILSON.  TO REACH STATION FROM INTERSECTION OF
 EY3177'NC 42 WITH NC 58 IN NW WILSON, PROCEED NORTHWESTERLY ALONG NC 58
 EY3177'FOR 3.25 MILES TO T INTERSECTION WITH SR 1313 IN NEW HOPE
 EY3177'COMMUNITY, AND STATION ON LEFT IN SW QUAD, IN THE NE CORNER OF YARD
 EY3177'OF DOUGLAS BATTS RESIDENCE.
 EY3177'
 EY3177'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3177'BATTS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3177'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3177'
 EY3177'MARK IS 41.7 FT W OF C/L OF NC 58
 EY3177'
 EY3177'132.2 FT SSW OF C/L OF INTERSECTION OF HIGHWAY WITH SR 1318
 EY3177'
 EY3177'60.9 FT ENE OF NORTHEASTERNMOST CORNER OF BATTS RESIDENCE
 EY3177'
 EY3177'68.4 FT SSE OF SOUTHEASTERNMOST CORNER OF W. R. BAKER STORE
 EY3177'
 EY3177'89.5 FT NNE OF TELEPHONE PEDESTAL BESIDE TELEPHONE POLE WITH
 EY3177'ALUMINUM REF. TAG
 EY3177'
 EY3177'74.3 FT W OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6536 ***********************************************************************
 EZ6536  CBN         -  This is a Cooperative Base Network Control Station.
 EZ6536  DESIGNATION -  BATTS
 EZ6536  PID         -  EZ6536
 EZ6536  STATE/COUNTY-  NC/WAKE
 EZ6536  USGS QUAD   -  RALEIGH EAST (1993)
 EZ6536
 EZ6536                         *CURRENT SURVEY CONTROL
 EZ6536  ___________________________________________________________________
 EZ6536* NAD 83(2007)-  35 50 24.99688(N)    078 34 45.60113(W)     ADJUSTED  
 EZ6536* NAVD 88     -       101.211  (meters)     332.06   (feet)  ADJUSTED  
 EZ6536  ___________________________________________________________________
 EZ6536  EPOCH DATE  -        2002.00
 EZ6536  X           -   1,024,993.773 (meters)                     COMP
 EZ6536  Y           -  -5,073,956.392 (meters)                     COMP
 EZ6536  Z           -   3,713,879.318 (meters)                     COMP
 EZ6536  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 EZ6536  ELLIP HEIGHT-          68.194 (meters)          (02/10/07) ADJUSTED
 EZ6536  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EZ6536  DYNAMIC HT  -         101.124 (meters)     331.77  (feet)  COMP
 EZ6536
 EZ6536  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ6536  Type    PID    Designation                      North   East  Ellip
 EZ6536  -------------------------------------------------------------------
 EZ6536  NETWORK EZ6536 BATTS                             0.33   0.31   1.06
 EZ6536  -------------------------------------------------------------------
 EZ6536  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 EZ6536
 EZ6536  VERT ORDER  -  SECOND    CLASS II
 EZ6536
 EZ6536.The horizontal coordinates were established by GPS observations
 EZ6536.and adjusted by the National Geodetic Survey in February 2007.
 EZ6536
 EZ6536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ6536.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ6536.The horizontal coordinates are valid at the epoch date displayed above.
 EZ6536.The epoch date for horizontal control is a decimal equivalence
 EZ6536.of Year/Month/Day.
 EZ6536
 EZ6536.The orthometric height was determined by differential leveling
 EZ6536.and adjusted in September 1998.
 EZ6536
 EZ6536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ6536
 EZ6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6536
 EZ6536.The ellipsoidal height was determined by GPS observations
 EZ6536.and is referenced to NAD 83.
 EZ6536
 EZ6536.The geoid height was determined by GEOID03.
 EZ6536
 EZ6536.The dynamic height is computed by dividing the NAVD 88
 EZ6536.geopotential number by the normal gravity value computed on the
 EZ6536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6536.degrees latitude (g = 980.6199 gals.).
 EZ6536
 EZ6536.The modeled gravity was interpolated from observed gravity values.
 EZ6536
 EZ6536;                    North         East     Units Scale Factor Converg.
 EZ6536;SPC NC       -   231,959.803   647,603.429   MT  0.99992523   +0 14 34.1
 EZ6536;SPC NC       -   761,021.45  2,124,678.92   sFT  0.99992523   +0 14 34.1
 EZ6536;UTM  17      - 3,968,938.191   718,628.606   MT  1.00018902   +1 25 04.5
 EZ6536
 EZ6536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6536!SPC NC       -   0.99998930  x   0.99992523  =   0.99991453
 EZ6536!UTM  17      -   0.99998930  x   1.00018902  =   1.00017831
 EZ6536
 EZ6536                          SUPERSEDED SURVEY CONTROL
 EZ6536
 EZ6536  NAD 83(2001)-  35 50 24.99716(N)    078 34 45.60101(W) AD(       ) B
 EZ6536  ELLIP H (01/30/03)   68.196  (m)                       GP(       ) 4 2
 EZ6536  NAD 83(1995)-  35 50 24.99761(N)    078 34 45.60061(W) AD(       ) B
 EZ6536  ELLIP H (09/11/96)   68.193  (m)                       GP(       ) 4 1
 EZ6536  NAD 83(1986)-  35 50 25.00054(N)    078 34 45.61203(W) AD(       ) 1
 EZ6536  NGVD 29 (12/28/92)  101.49   (m)          333.0    (f) LEVELING    3  
 EZ6536
 EZ6536.Superseded values are not recommended for survey control.
 EZ6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6536.See file dsdata.txt to determine how the superseded data were derived.
 EZ6536
 EZ6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1862968938(NAD 83)
 EZ6536_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6536_STAMPING: BATTS 1984
 EZ6536_MARK LOGO: NCGS  
 EZ6536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6536+STABILITY: SURFACE MOTION
 EZ6536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6536+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1995
 EZ6536
 EZ6536  HISTORY     - Date     Condition        Report By
 EZ6536  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6536  HISTORY     - 19870101 GOOD             NCGS
 EZ6536  HISTORY     - 19871001 GOOD             NCGS
 EZ6536  HISTORY     - 19950109 GOOD             NCGS
 EZ6536  HISTORY     - 20000227 SEE DESCRIPTION  NCGS
 EZ6536
 EZ6536                          STATION DESCRIPTION
 EZ6536
 EZ6536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6536'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) NORTHEAST OF THE
 EZ6536'CAPITOL SQUARE IN RALEIGH.
 EZ6536'
 EZ6536'AT THE US 401 UNDERPASS OF US 1, ON THE NORTHWEST SIDE OF US 401 IN
 EZ6536'THE LARGE MEDIAN SOUTHWEST OF THE BRIDGE.
 EZ6536'
 EZ6536'THE STATION IS A STANDARD NCGS DISK STAMPED---BATTS 1984---,
 EZ6536'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6536'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ6536'19.2 METERS (63.0 FT) NORTHWEST OF THE CENTER OF A US 401 CONCRETE
 EZ6536'ISLAND,
 EZ6536'21.5 METERS (70.5 FT) WEST OF THE WEST BRIDGE PILING,
 EZ6536'7.5 METERS (24.5 FT) EAST-SOUTHEAST OF A POWER POLE WITH A
 EZ6536'REFERENCE TAG,
 EZ6536'2.9 METERS (9.4 FT) EAST OF A GUY WIRE BASE, AND
 EZ6536'27.7 METERS (90.8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE US 1
 EZ6536'BRIDGE RAIL.
 EZ6536'
 EZ6536'MARK IS 8 FT ABOVE HIGHWAY.
 EZ6536
 EZ6536                          STATION RECOVERY (1987)
 EZ6536
 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6536'RECOVERED AS DESCRIBED.
 EZ6536
 EZ6536                          STATION RECOVERY (1987)
 EZ6536
 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6536'RECOVERED AS DESCRIBED.
 EZ6536
 EZ6536                          STATION RECOVERY (1995)
 EZ6536
 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ6536'RECOVERED AS DESCRIBED.
 EZ6536
 EZ6536                          STATION RECOVERY (2000)
 EZ6536
 EZ6536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WIL)
 EZ6536'THE STATION HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3768 ***********************************************************************
 FX3768  DESIGNATION -  BATTS 2
 FX3768  PID         -  FX3768
 FX3768  STATE/COUNTY-  NC/PERQUIMANS
 FX3768  USGS QUAD   -  YEOPIM RIVER (1982)
 FX3768
 FX3768                         *CURRENT SURVEY CONTROL
 FX3768  ___________________________________________________________________
 FX3768* NAD 83(2001)-  36 04 07.45042(N)    076 23 13.78517(W)     ADJUSTED  
 FX3768* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3768  ___________________________________________________________________
 FX3768  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 FX3768  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 FX3768  HORZ ORDER  -  THIRD
 FX3768
 FX3768.The horizontal coordinates were established by classical geodetic methods
 FX3768.and adjusted by the National Geodetic Survey in August 2005.
 FX3768
 FX3768.The orthometric height was scaled from a topographic map.
 FX3768
 FX3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3768
 FX3768.The geoid height was determined by GEOID03.
 FX3768
 FX3768;                    North         East     Units Scale Factor Converg.
 FX3768;SPC NC       -   260,324.777   844,946.413   MT  0.99997414   +1 30 29.0
 FX3768;SPC NC       -   854,082.21  2,772,128.36   sFT  0.99997414   +1 30 29.0
 FX3768;UTM  18      - 3,992,462.739   375,083.143   MT  0.99979227   -0 49 00.5
 FX3768
 FX3768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3768!SPC NC       -   1.00000572  x   0.99997414  =   0.99997986
 FX3768!UTM  18      -   1.00000572  x   0.99979227  =   0.99979799
 FX3768
 FX3768:                Primary Azimuth Mark                     Grid Az
 FX3768:SPC NC       -  LAUREL POINT LIGHTHOUSE                  182 01 31.9
 FX3768:UTM  18      -  LAUREL POINT LIGHTHOUSE                  184 21 01.4
 FX3768
 FX3768|---------------------------------------------------------------------|
 FX3768| PID    Reference Object                     Distance      Geod. Az  |
 FX3768|                                                           dddmmss.s |
 FX3768| FX3776 LAUREL POINT LIGHTHOUSE             APPROX. 7.4 KM 1833200.9 |
 FX3768|---------------------------------------------------------------------|
 FX3768
 FX3768                          SUPERSEDED SURVEY CONTROL
 FX3768
 FX3768  NAD 83(1993)-  36 04 07.46335(N)    076 23 13.79818(W) AD(       ) 3
 FX3768  NAD 83(1986)-  36 04 07.46291(N)    076 23 13.79828(W) AD(       ) 3
 FX3768  NAD 27      -  36 04 06.89600(N)    076 23 15.00400(W) AD(       ) 3
 FX3768
 FX3768.Superseded values are not recommended for survey control.
 FX3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3768.See file dsdata.txt to determine how the superseded data were derived.
 FX3768
 FX3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7508392463(NAD 83)
 FX3768_MARKER: N = NAIL
 FX3768_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FX3768_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3768_MARK LOGO: CGS   
 FX3768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3768
 FX3768  HISTORY     - Date     Condition        Report By
 FX3768  HISTORY     - 1909     MONUMENTED       CGS
 FX3768  HISTORY     - 1915     MARK NOT FOUND   CGS
 FX3768
 FX3768                          STATION DESCRIPTION
 FX3768
 FX3768'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 FX3768'THE STATION IS ON THE SOUND END OF BATTS ISLAND ON THE SE END OF A
 FX3768'SMALL MOUND ABOUT 8 FEET HIGH.
 FX3768'
 FX3768'THE STATION MARK IS A TERRA COTTA DRAIN PIPE, 6 INCHES IN
 FX3768'DIAMETER, 4-1/2 INCHES HIGH, FILLED WITH CEMENT WITH A NAIL IN
 FX3768'CENTER, BURIED 3 FEET DEEP.  OVER THIS IS A DRAIN PIPE 4 INCHES IN
 FX3768'DIAMETER, 2-1/2 FEET LONG, FILLED WITH CEMENT WITH NAIL IN CENTER
 FX3768'SET IN CEMENT WITH FLANGE UPPERMOST AND PROJECTING ABOUT 4 INCHES
 FX3768'ABOVE THE SURFACE.  A SIMILAR MARK WAS SET AS A REFERENCE MARK ON
 FX3768'THE NW END OF THE MOUND AND DISTANT 12.38 METERS FROM THE STATION.
 FX3768
 FX3768                          STATION RECOVERY (1915)
 FX3768
 FX3768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3768'STATION WASHED AWAY.  USED REFERENCE MARK AS NEW STATION.  SEE MY
 FX3768'DESCRIPTION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3767 ***********************************************************************
 FX3767  DESIGNATION -  BATTS ISLAND
 FX3767  PID         -  FX3767
 FX3767  STATE/COUNTY-  NC/PERQUIMANS
 FX3767  USGS QUAD   -  YEOPIM RIVER (1982)
 FX3767
 FX3767                         *CURRENT SURVEY CONTROL
 FX3767  ___________________________________________________________________
 FX3767* NAD 83(2001)-  36 04 07.63527(N)    076 23 14.22393(W)     ADJUSTED  
 FX3767* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3767  ___________________________________________________________________
 FX3767  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FX3767  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 FX3767  HORZ ORDER  -  THIRD
 FX3767
 FX3767.The horizontal coordinates were established by classical geodetic methods
 FX3767.and adjusted by the National Geodetic Survey in August 2005.
 FX3767
 FX3767.The orthometric height was scaled from a topographic map.
 FX3767
 FX3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3767
 FX3767.The geoid height was determined by GEOID03.
 FX3767
 FX3767;                    North         East     Units Scale Factor Converg.
 FX3767;SPC NC       -   260,330.184   844,935.287   MT  0.99997415   +1 30 28.7
 FX3767;SPC NC       -   854,099.95  2,772,091.85   sFT  0.99997415   +1 30 28.7
 FX3767;UTM  18      - 3,992,468.591   375,072.248   MT  0.99979230   -0 49 00.8
 FX3767
 FX3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3767!SPC NC       -   1.00000572  x   0.99997415  =   0.99997987
 FX3767!UTM  18      -   1.00000572  x   0.99979230  =   0.99979802
 FX3767
 FX3767|---------------------------------------------------------------------|
 FX3767| PID    Reference Object                     Distance      Geod. Az  |
 FX3767|                                                           dddmmss.s |
 FX3767| FX4564 BATTS ISLAND RM                      26.950 METERS 03051     |
 FX3767| FX3776 LAUREL POINT LIGHTHOUSE             APPROX. 7.4 KM 1832647.0 |
 FX3767| EY3323 LAUREL POINT 2                      APPROX. 9.5 KM 1861308.7 |
 FX3767| FX3772 MAR                                 APPROX. 4.9 KM 2440111.6 |
 FX3767| FX3769 BER                                 APPROX. 3.9 KM 2485021.6 |
 FX3767|---------------------------------------------------------------------|
 FX3767
 FX3767                          SUPERSEDED SURVEY CONTROL
 FX3767
 FX3767  NAD 83(1993)-  36 04 07.64818(N)    076 23 14.23684(W) AD(       ) 3
 FX3767  NAD 83(1986)-  36 04 07.64805(N)    076 23 14.23697(W) AD(       ) 3
 FX3767  NAD 27      -  36 04 07.09300(N)    076 23 15.43500(W) AD(       ) 3
 FX3767
 FX3767.Superseded values are not recommended for survey control.
 FX3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3767.See file dsdata.txt to determine how the superseded data were derived.
 FX3767
 FX3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7507292469(NAD 83)
 FX3767_MARKER: N = NAIL
 FX3767_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3767_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3767
 FX3767  HISTORY     - Date     Condition        Report By
 FX3767  HISTORY     - 1915     MONUMENTED       CGS
 FX3767  HISTORY     - 1917     GOOD             CGS
 FX3767  HISTORY     - 1942     MARK NOT FOUND   CGS
 FX3767
 FX3767                          STATION DESCRIPTION
 FX3767
 FX3767'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3767'BATTS 2, 1909, J.B. BOUTELLE WAS NOT RECOVERED HAVING BEEN WASHED
 FX3767'AWAY.  THE REFERENCE MARK WAS RECOVERED AND OCCUPIED AND CALLED
 FX3767'BATTS ISLAND.  LAND IS WASHING AWAY QUITE RAPIDLY AND THIS
 FX3767'LOCATION WILL BE GONE IN 10 YEARS.  A NEW REFERENCE MARK WAS
 FX3767'ESTABLISHED JUST E OF A LARGE CYPRESS WHICH WAS BLAZED.  THIS
 FX3767'LOCATION IS BETTER PROTECTED FROM EROSION THAN THE STATION.
 FX3767
 FX3767                          STATION RECOVERY (1917)
 FX3767
 FX3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 FX3767'THE ORIGINAL STATION (BATTS 2) WAS GONE OWING TO THE WASHING OF
 FX3767'THE SHORE.  THE REFERENCE MARK WHICH WAS RECOVERED AND USED BY
 FX3767'P.C. WHITNEY IN 1915 UNDER THE NAME OF BATTS ISLAND WAS FOUND AS
 FX3767'DESCRIBED.  WITNESS MARKS FOUND AS DESCRIBED.  AS THE ISLAND IS
 FX3767'RAPIDLY WASHING AWAY IT IS PROBABLE THAT THE PRESENT STATION WILL
 FX3767'NOT LAST LONG, SO A NEW REFERENCE MARK WAS PLACED IN THE CENTER OF
 FX3767'THE ISLAND.  THE STATION MARK WHICH WAS FOUND UNCHANGED IS A NAIL
 FX3767'IN CEMENT IN A DRAIN TILE.  IT IS ON A POINT TYPICAL TO THE
 FX3767'COUNTRY.  A CLAY BANK, ABOUT 6 FEET HIGH AND ABOUT 20 FEET SQUARE.
 FX3767'THE NEW REFERENCE MARK IS A NAIL SET IN CEMENT IN A DRAIN TILE.
 FX3767
 FX3767                          STATION RECOVERY (1942)
 FX3767
 FX3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW)
 FX3767'THE ISLAND ON WHICH THIS MARK WAS LOCATED HAS WASHED AWAY, ONLY
 FX3767'THE STUMPS OF A GROUP OF DEAD TREES REMAINING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1737 ***********************************************************************
 FA1737  DESIGNATION -  BAUCOM
 FA1737  PID         -  FA1737
 FA1737  STATE/COUNTY-  NC/RANDOLPH
 FA1737  USGS QUAD   -  HANDY (1994)
 FA1737
 FA1737                         *CURRENT SURVEY CONTROL
 FA1737  ___________________________________________________________________
 FA1737* NAD 83(2001)-  35 35 06.48971(N)    080 03 20.50154(W)     ADJUSTED  
 FA1737* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 FA1737  ___________________________________________________________________
 FA1737  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FA1737  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA1737  HORZ ORDER  -  SECOND
 FA1737
 FA1737.The horizontal coordinates were established by classical geodetic methods
 FA1737.and adjusted by the National Geodetic Survey in August 2005.
 FA1737
 FA1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1737
 FA1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1737
 FA1737.The geoid height was determined by GEOID03.
 FA1737
 FA1737;                    North         East     Units Scale Factor Converg.
 FA1737;SPC NC       -   204,081.837   513,932.219   MT  0.99988947   -0 36 33.5
 FA1737;SPC NC       -   669,558.49  1,686,125.96   sFT  0.99988947   -0 36 33.5
 FA1737;UTM  17      - 3,938,345.841   585,552.759   MT  0.99969019   +0 32 58.3
 FA1737
 FA1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1737!SPC NC       -   0.99996886  x   0.99988947  =   0.99985834
 FA1737!UTM  17      -   0.99996886  x   0.99969019  =   0.99965906
 FA1737
 FA1737:                Primary Azimuth Mark                     Grid Az
 FA1737:SPC NC       -  LOFLIN                                   232 30 22.4
 FA1737:UTM  17      -  LOFLIN                                   231 20 50.6
 FA1737
 FA1737|---------------------------------------------------------------------|
 FA1737| PID    Reference Object                     Distance      Geod. Az  |
 FA1737|                                                           dddmmss.s |
 FA1737| FA1738 LOFLIN                              APPROX. 1.1 KM 2315348.9 |
 FA1737|---------------------------------------------------------------------|
 FA1737
 FA1737                          SUPERSEDED SURVEY CONTROL
 FA1737
 FA1737  NAD 83(1986)-  35 35 06.49801(N)    080 03 20.51009(W) AD(       ) 2
 FA1737  NAD 27      -  35 35 05.99690(N)    080 03 21.34631(W) AD(       ) 2
 FA1737  NGVD 29 (07/19/86)  228.9    (m)          751.     (f) VERT ANG    3  
 FA1737
 FA1737.Superseded values are not recommended for survey control.
 FA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1737.See file dsdata.txt to determine how the superseded data were derived.
 FA1737
 FA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8555338346(NAD 83)
 FA1737_MARKER: DE = TRAVERSE STATION DISK
 FA1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1737_STAMPING: BAUCOM 1974
 FA1737_MARK LOGO: NCGS  
 FA1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1737+STABILITY: SURFACE MOTION
 FA1737
 FA1737  HISTORY     - Date     Condition        Report By
 FA1737  HISTORY     - 1974     MONUMENTED       NCGS
 FA1737
 FA1737                          STATION DESCRIPTION
 FA1737
 FA1737'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1737'BAUCOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1737'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 FA1737'
 FA1737'BAUCOM IS LOCATED APPROXIMATELY 16.1 MILES WSW OF ASHEBORO, AND
 FA1737'4.6 MILES SE OF DENTON IN DAVIDSON COUNTY.  TO REACH STATION FROM
 FA1737'THE DAVIDSON - RANDOLPH COUNTY LINE CROSSING OF NC 49, PROCEED
 FA1737'NE ALONG NC 49 FOR 0.65 MILE TO STATION ON THE RIGHT ON TOP OF A
 FA1737'DEEP CUT BANK AND NEAR THE NORTH CORNER OF A SMALL CULTIVATED
 FA1737'FIELD.  AND 0.05 MILE NE OF THE INTERSECTION WITH SR 1183.
 FA1737'
 FA1737'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1737'BAUCOM 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1737'WHICH IS FLUSH WITH THE GROUND.
 FA1737'
 FA1737'MARK IS 77.5 FT SE OF C/L OF NE BOUND LANE OF NC 49
 FA1737'
 FA1737'128.0 FT SW OF CENTER OF TOP OF TELEPHONE JUNCTION BOX WITH POST
 FA1737'2R9ALP4 AND ALUMINUM REF. TAG
 FA1737'
 FA1737'47.1 FT NE OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA1737'
 FA1737'21.2 FT NW OF 12 IN PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6446 ***********************************************************************
 DE6446  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6446  DESIGNATION -  BAUM
 DE6446  PID         -  DE6446
 DE6446  STATE/COUNTY-  NC/CURRITUCK
 DE6446  USGS QUAD   -  MOSSEY ISLANDS (1982)
 DE6446
 DE6446                         *CURRENT SURVEY CONTROL
 DE6446  ___________________________________________________________________
 DE6446* NAD 83(2007)-  36 21 58.32785(N)    075 49 37.29200(W)     ADJUSTED  
 DE6446* NAVD 88     -         2.27   (meters)       7.4    (feet)  GPS OBS   
 DE6446  ___________________________________________________________________
 DE6446  EPOCH DATE  -        2002.00
 DE6446  X           -   1,259,014.282 (meters)                     COMP
 DE6446  Y           -  -4,985,463.163 (meters)                     COMP
 DE6446  Z           -   3,760,967.714 (meters)                     COMP
 DE6446  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DE6446  ELLIP HEIGHT-         -36.345 (meters)          (02/10/07) ADJUSTED
 DE6446  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 DE6446
 DE6446  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6446  Type    PID    Designation                      North   East  Ellip
 DE6446  -------------------------------------------------------------------
 DE6446  NETWORK DE6446 BAUM                              0.55   0.45   1.14
 DE6446  -------------------------------------------------------------------
 DE6446
 DE6446.The horizontal coordinates were established by GPS observations
 DE6446.and adjusted by the National Geodetic Survey in February 2007.
 DE6446
 DE6446.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6446.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6446.The horizontal coordinates are valid at the epoch date displayed above.
 DE6446.The epoch date for horizontal control is a decimal equivalence
 DE6446.of Year/Month/Day.
 DE6446
 DE6446.The orthometric height was determined by GPS observations and a
 DE6446.high-resolution geoid model.
 DE6446.The orthometric height was determined by GPS observations and a
 DE6446.high-resolution geoid model using precise GPS observation and
 DE6446.processing techniques.
 DE6446
 DE6446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6446
 DE6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6446
 DE6446.The ellipsoidal height was determined by GPS observations
 DE6446.and is referenced to NAD 83.
 DE6446
 DE6446.The geoid height was determined by GEOID03.
 DE6446
 DE6446;                    North         East     Units Scale Factor Converg.
 DE6446;SPC NC       -   294,786.411   894,328.906   MT  1.00006180   +1 49 52.8
 DE6446;SPC NC       -   967,145.08  2,934,144.09   sFT  1.00006180   +1 49 52.8
 DE6446;UTM  18      - 4,024,884.382   425,807.513   MT  0.99966782   -0 29 25.4
 DE6446
 DE6446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6446!SPC NC       -   1.00000570  x   1.00006180  =   1.00006750
 DE6446!UTM  18      -   1.00000570  x   0.99966782  =   0.99967352
 DE6446
 DE6446                          SUPERSEDED SURVEY CONTROL
 DE6446
 DE6446  NAD 83(2001)-  36 21 58.32841(N)    075 49 37.29169(W) AD(       ) 1
 DE6446  ELLIP H (03/13/03)  -36.344  (m)                       GP(       ) 4 2
 DE6446  NAD 83(1986)-  36 21 58.34344(N)    075 49 37.31264(W) AD(       ) 1
 DE6446
 DE6446.Superseded values are not recommended for survey control.
 DE6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6446.See file dsdata.txt to determine how the superseded data were derived.
 DE6446
 DE6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2580824884(NAD 83)
 DE6446_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6446_STAMPING: BAUM 2001
 DE6446_MARK LOGO: NCGS  
 DE6446_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE6446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6446+STABILITY: SURFACE MOTION
 DE6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6446+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 DE6446
 DE6446  HISTORY     - Date     Condition        Report By
 DE6446  HISTORY     - 2001     MONUMENTED       NCGS
 DE6446  HISTORY     - 20041201 SEE DESCRIPTION  NCGS
 DE6446
 DE6446                          STATION DESCRIPTION
 DE6446
 DE6446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE6446'STATION IS LOCATED ABOUT 11.9 MI (19.2 KM) EAST-SOUTHEAST OF CURRITUCK
 DE6446'AND 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF COROLLA.
 DE6446'ALONG NC 12 FOR 0.65 MI (1.05 KM) SOUTH FROM THE ENTRANCE TO COROLLA
 DE6446'LIGHTHOUSE, SR 1185 (COROLLA VILLAGE RD), TO BAUM CT. ALSO 14.1 MI
 DE6446'(22.7 KM) NORTHERLY ALONG NC 12 FROM THE DUCK UNITED METHODIST CHURCH.
 DE6446'MARK IS LEVEL WITH NC 12 AND IS RECESSED 4 INCHES. LOCATED 28.7 FT
 DE6446'(8.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 12, 51.9 FT (15.8 M)
 DE6446'EAST-NORTHEAST OF A MANHOLE COVER NEAR CENTERLINE OF BAUM CT. RD, 3.0
 DE6446'FT (0.9 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 5.2 FT (1.6 M)
 DE6446'EAST-SOUTHEAST OF A WATER VALVE AND 4.3 FT (1.3 M) NORTHWEST OF A
 DE6446'WATER VALVE.
 DE6446
 DE6446                          STATION RECOVERY (2004)
 DE6446
 DE6446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6446'FOUND DESTROYED.  MONUMENT WAS FOUND LYING ON TOP OF THE GROUND WITH
 DE6446'DISK GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0533 ***********************************************************************
 EX0533  DESIGNATION -  BAUM POINT
 EX0533  PID         -  EX0533
 EX0533  STATE/COUNTY-  NC/DARE
 EX0533  USGS QUAD   -  MANTEO (1983)
 EX0533
 EX0533                         *CURRENT SURVEY CONTROL
 EX0533  ___________________________________________________________________
 EX0533* NAD 83(2001)-  35 55 09.28180(N)    075 39 32.83331(W)     ADJUSTED  
 EX0533* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0533  ___________________________________________________________________
 EX0533  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EX0533  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 EX0533  HORZ ORDER  -  SECOND
 EX0533
 EX0533.The horizontal coordinates were established by classical geodetic methods
 EX0533.and adjusted by the National Geodetic Survey in August 2005.
 EX0533
 EX0533.The orthometric height was scaled from a topographic map.
 EX0533
 EX0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0533
 EX0533.The geoid height was determined by GEOID03.
 EX0533
 EX0533;                    North         East     Units Scale Factor Converg.
 EX0533;SPC NC       -   245,713.907   911,059.150   MT  0.99994033   +1 55 41.7
 EX0533;SPC NC       -   806,146.38  2,989,033.23   sFT  0.99994033   +1 55 41.7
 EX0533;UTM  18      - 3,975,192.260   440,534.131   MT  0.99964357   -0 23 12.1
 EX0533
 EX0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0533!SPC NC       -   1.00000601  x   0.99994033  =   0.99994634
 EX0533!UTM  18      -   1.00000601  x   0.99964357  =   0.99964958
 EX0533
 EX0533:                Primary Azimuth Mark                     Grid Az
 EX0533:SPC NC       -  NAGS HEAD COAST GUARD                    070 13 15.5
 EX0533:UTM  18      -  NAGS HEAD COAST GUARD                    072 32 09.3
 EX0533
 EX0533|---------------------------------------------------------------------|
 EX0533| PID    Reference Object                     Distance      Geod. Az  |
 EX0533|                                                           dddmmss.s |
 EX0533| EX0459 NAGS HEAD COAST GUARD               APPROX. 4.8 KM 0720857.2 |
 EX0533| EX0561 BEACON                              APPROX. 0.8 KM 0982407.8 |
 EX0533| EX0711 BAUM POINT RM 1                       7.870 METERS 13148     |
 EX0533| EX0104 WANCH                               APPROX. 5.6 KM 1715242.9 |
 EX0533| EX0712 BAUM POINT RM 2                       8.610 METERS 21653     |
 EX0533| EX0562 DARE COUNTY COURTHOUSE SPIRE        APPROX. 1.4 KM 2224336.1 |
 EX0533| EX0549 METHODIST CHURCH SPIRE              APPROX. 1.6 KM 2281853.7 |
 EX0533|---------------------------------------------------------------------|
 EX0533
 EX0533                          SUPERSEDED SURVEY CONTROL
 EX0533
 EX0533  NAD 83(1986)-  35 55 09.29953(N)    075 39 32.84180(W) AD(       ) 2
 EX0533  NAD 27      -  35 55 08.69100(N)    075 39 34.22200(W) AD(       ) 2
 EX0533
 EX0533.Superseded values are not recommended for survey control.
 EX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0533.See file dsdata.txt to determine how the superseded data were derived.
 EX0533
 EX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4053475192(NAD 83)
 EX0533
 EX0533  HISTORY     - Date     Condition        Report By
 EX0533  HISTORY     - 1915     MONUMENTED       CGS
 EX0533  HISTORY     - 1933     GOOD             CGS
 EX0533  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EX0533
 EX0533                          STATION DESCRIPTION
 EX0533
 EX0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0533'ON EAST SIDE OF ROANOKE ISLAND, AT NORTH SIDE OF ENTRANCE TO
 EX0533'SHALLOWBAG BAY, ON LOW SAND SPIT, 12 METERS (39 FEET) AND 6 METERS
 EX0533'(20 FEET) RESPECTIVELY, FROM SHORES OF BAY AND SOUND.  WOODED MARSH
 EX0533'IS ABOUT 5 YARDS BACK OF STATION.  STATION IS A STANDARD DISK IN
 EX0533'CONCRETE.  IN 1933, TWO NEW REFERENCE MARKS WERE
 EX0533'ESTABLISHED, STANDARD DISKS IN CONCRETE IN TOP OF TILE EMBEDDED IN
 EX0533'GROUND. REFERENCE MARK NO.1 IS 7.87 METERS (25.8 FEET)
 EX0533'FROM STATION.  REFERENCE MARK NO.2 IS
 EX0533'8.61 METERS (28.2 FEET) FROM STATION.
 EX0533
 EX0533                          STATION RECOVERY (1950)
 EX0533
 EX0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EX0533'STATION FOUND WASHED OUT AND LYING ON THE BEACH.
 EX0533'
 EX0533'ONE REFERENCE MARK WAS FOUND WASHED OUT AND LYING ON THE BEACH.
 EX0533'
 EX0533'REFERENCE MEASUREMENTS INDICATE THAT THE OTHER REFERENCE MARK IS
 EX0533'LOST. PROBABLY WASHED OUT AND COVERED WITH SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0560 ***********************************************************************
 EX0560  DESIGNATION -  BAUM POINT LIGHT
 EX0560  PID         -  EX0560
 EX0560  STATE/COUNTY-  NC/DARE
 EX0560  USGS QUAD   -  MANTEO (1983)
 EX0560
 EX0560                         *CURRENT SURVEY CONTROL
 EX0560  ___________________________________________________________________
 EX0560* NAD 83(2001)-  35 55 05.48600(N)    075 39 00.84924(W)     ADJUSTED  
 EX0560* NAVD 88     -              **(meters)            **(feet)            
 EX0560  ___________________________________________________________________
 EX0560  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 EX0560  GEOID HEIGHT-         -38.98  (meters)                     GEOID03
 EX0560  HORZ ORDER  -  THIRD
 EX0560
 EX0560.The horizontal coordinates were established by classical geodetic methods
 EX0560.and adjusted by the National Geodetic Survey in August 2005.
 EX0560
 EX0560
 EX0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0560
 EX0560.The geoid height was determined by GEOID03.
 EX0560
 EX0560;                    North         East     Units Scale Factor Converg.
 EX0560;SPC NC       -   245,624.004   911,864.465   MT  0.99994012   +1 56 00.2
 EX0560;SPC NC       -   805,851.42  2,991,675.33   sFT  0.99994012   +1 56 00.2
 EX0560;UTM  18      - 3,975,069.939   441,334.920   MT  0.99964241   -0 22 53.3
 EX0560
 EX0560                          SUPERSEDED SURVEY CONTROL
 EX0560
 EX0560  NAD 83(1986)-  35 55 05.50395(N)    075 39 00.85776(W) AD(       ) 4
 EX0560  NAD 27      -  35 55 04.90000(N)    075 39 02.23000(W) AD(       ) 3
 EX0560
 EX0560.Superseded values are not recommended for survey control.
 EX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0560.See file dsdata.txt to determine how the superseded data were derived.
 EX0560
 EX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4133575070(NAD 83)
 EX0560_MARKER: 14 = NAVIGATION LIGHT
 EX0560
 EX0560  HISTORY     - Date     Condition        Report By
 EX0560  HISTORY     - 1915     FIRST OBSERVED   CGS
 EX0560
 EX0560                          STATION DESCRIPTION
 EX0560
 EX0560'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2521 ***********************************************************************
 FB2521  DESIGNATION -  BAUMGARNER
 FB2521  PID         -  FB2521
 FB2521  STATE/COUNTY-  NC/JACKSON
 FB2521  USGS QUAD   -  SYLVA SOUTH (1990)
 FB2521
 FB2521                         *CURRENT SURVEY CONTROL
 FB2521  ___________________________________________________________________
 FB2521* NAD 83(2001)-  35 22 00.85842(N)    083 12 04.55190(W)     ADJUSTED  
 FB2521* NAVD 88     -       653.5    (meters)    2144.     (feet)  VERTCON   
 FB2521  ___________________________________________________________________
 FB2521  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FB2521  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 FB2521  HORZ ORDER  -  SECOND
 FB2521
 FB2521.The horizontal coordinates were established by classical geodetic methods
 FB2521.and adjusted by the National Geodetic Survey in August 2005.
 FB2521
 FB2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2521
 FB2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2521
 FB2521.The geoid height was determined by GEOID03.
 FB2521
 FB2521;                    North         East     Units Scale Factor Converg.
 FB2521;SPC NC       -   187,440.533   227,957.136   MT  0.99987460   -2 25 29.4
 FB2521;SPC NC       -   614,961.15    747,889.37   sFT  0.99987460   -2 25 29.4
 FB2521;UTM  17      - 3,915,956.903   300,015.355   MT  1.00009289   -1 16 28.3
 FB2521
 FB2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2521!SPC NC       -   0.99990192  x   0.99987460  =   0.99977653
 FB2521!UTM  17      -   0.99990192  x   1.00009289  =   0.99999480
 FB2521
 FB2521:                Primary Azimuth Mark                     Grid Az
 FB2521:SPC NC       -  KILPATRICK                               188 39 31.2
 FB2521:UTM  17      -  KILPATRICK                               187 30 30.1
 FB2521
 FB2521|---------------------------------------------------------------------|
 FB2521| PID    Reference Object                     Distance      Geod. Az  |
 FB2521|                                                           dddmmss.s |
 FB2521| FB2530 KILPATRICK                          APPROX. 0.6 KM 1861401.8 |
 FB2521|---------------------------------------------------------------------|
 FB2521
 FB2521                          SUPERSEDED SURVEY CONTROL
 FB2521
 FB2521  NAD 83(1995)-  35 22 00.85862(N)    083 12 04.55167(W) AD(       ) 2
 FB2521  NAD 83(1986)-  35 22 00.86274(N)    083 12 04.55543(W) AD(       ) 2
 FB2521  NAD 27      -  35 22 00.50500(N)    083 12 05.02921(W) AD(       ) 2
 FB2521  NGVD 29 (07/19/86)  653.5    (m)         2144.     (f) VERT ANG    3  
 FB2521
 FB2521.Superseded values are not recommended for survey control.
 FB2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2521.See file dsdata.txt to determine how the superseded data were derived.
 FB2521
 FB2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0001515957(NAD 83)
 FB2521_MARKER: DE = TRAVERSE STATION DISK
 FB2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2521_STAMPING: BAUMGARNER 1972
 FB2521_MARK LOGO: NCGS  
 FB2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2521+STABILITY: SURFACE MOTION
 FB2521
 FB2521  HISTORY     - Date     Condition        Report By
 FB2521  HISTORY     - 1972     MONUMENTED       NCGS
 FB2521  HISTORY     - 1980     GOOD             NCGS
 FB2521  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 FB2521  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 FB2521
 FB2521                          STATION DESCRIPTION
 FB2521
 FB2521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB2521'BAUMGARNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB2521'IN THE VICINITY OF SYLVA, NORTH CAROLINA.
 FB2521'
 FB2521'BAUMGARNER IS LOCATED APPROXIMATELY 1.4 MILES ESE OF SYLVA AND
 FB2521'3.8 MILES NNW OF CULLOWHEE.  TO REACH STATION FROM THE INTERSECTION
 FB2521'OF NC 107 WITH U.S. 19A-23 IN SYLVA, PROCEED SOUTHEAST ALONG NC
 FB2521'107 FOR 0.7 MILE TO THE SOUTHERNMOST OF 2 TWO STORY STONE HOUSES
 FB2521'ON LEFT AND STATION IN FRONT YARD OF THE BAUMGARNER RESIDENCE,
 FB2521'AND 0.05 MILE SOUTHEAST OF INTERSECTION WITH SR 1720 (HINSLEY
 FB2521'CIRCLE RD.).
 FB2521'
 FB2521'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2521'BAUMGARNER 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FB2521'OF WHICH IS FLUSH WITH THE GROUND.
 FB2521'
 FB2521'MARK IS
 FB2521'
 FB2521'61.3 FT ENE OF C/L OF NC 107
 FB2521'
 FB2521'64.5 FT N OF PP 3-31 WITH ALUMINUM REF.TAG
 FB2521'
 FB2521'28.7 FT NW OF SW CORNER STONE HOUSE
 FB2521'
 FB2521'18.0 FT SSW OF NW CORNER STONE HOUSE
 FB2521'
 FB2521'11.2 FT W OF DOOR TO BASEMENT OF STONE HOUSE
 FB2521
 FB2521                          STATION RECOVERY (1980)
 FB2521
 FB2521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2521'THE STATION WAS FOUND OUT OF THE GROUND.
 FB2521
 FB2521                          STATION RECOVERY (1994)
 FB2521
 FB2521'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2521'MARK NOT FOUND.
 FB2521
 FB2521                          STATION RECOVERY (2004)
 FB2521
 FB2521'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB2521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4150 ***********************************************************************
 DG4150  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4150  DESIGNATION -  BAXTER
 DG4150  PID         -  DG4150
 DG4150  STATE/COUNTY-  NC/GASTON
 DG4150  USGS QUAD   -  CHERRYVILLE (1973)
 DG4150
 DG4150                         *CURRENT SURVEY CONTROL
 DG4150  ___________________________________________________________________
 DG4150* NAD 83(2007)-  35 25 03.47749(N)    081 25 58.46310(W)     ADJUSTED  
 DG4150* NAVD 88     -       309.84   (meters)    1016.5    (feet)  GPS OBS   
 DG4150  ___________________________________________________________________
 DG4150  EPOCH DATE  -        2002.00
 DG4150  X           -     775,217.562 (meters)                     COMP
 DG4150  Y           -  -5,145,874.194 (meters)                     COMP
 DG4150  Z           -   3,675,885.431 (meters)                     COMP
 DG4150  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DG4150  ELLIP HEIGHT-         278.021 (meters)          (02/10/07) ADJUSTED
 DG4150  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 DG4150
 DG4150  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4150  Type    PID    Designation                      North   East  Ellip
 DG4150  -------------------------------------------------------------------
 DG4150  NETWORK DG4150 BAXTER                            0.90   0.80   1.06
 DG4150  -------------------------------------------------------------------
 DG4150
 DG4150.The horizontal coordinates were established by GPS observations
 DG4150.and adjusted by the National Geodetic Survey in February 2007.
 DG4150
 DG4150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4150.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4150.The horizontal coordinates are valid at the epoch date displayed above.
 DG4150.The epoch date for horizontal control is a decimal equivalence
 DG4150.of Year/Month/Day.
 DG4150
 DG4150.The orthometric height was determined by GPS observations and a
 DG4150.high-resolution geoid model.
 DG4150.The orthometric height was determined by GPS observations and a
 DG4150.high-resolution geoid model using precise GPS observation and
 DG4150.processing techniques.
 DG4150
 DG4150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4150
 DG4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4150
 DG4150.The ellipsoidal height was determined by GPS observations
 DG4150.and is referenced to NAD 83.
 DG4150
 DG4150.The geoid height was determined by GEOID03.
 DG4150
 DG4150;                    North         East     Units Scale Factor Converg.
 DG4150;SPC NC       -   187,698.035   388,689.336   MT  0.99987677   -1 24 15.1
 DG4150;SPC NC       -   615,805.97  1,275,224.93   sFT  0.99987677   -1 24 15.1
 DG4150;UTM  17      - 3,919,444.582   460,698.212   MT  0.99961903   -0 15 03.2
 DG4150
 DG4150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4150!SPC NC       -   0.99995636  x   0.99987677  =   0.99983314
 DG4150!UTM  17      -   0.99995636  x   0.99961903  =   0.99957541
 DG4150
 DG4150:                Primary Azimuth Mark                     Grid Az
 DG4150:SPC NC       -  FISHER                                   081 47 50.2
 DG4150:UTM  17      -  FISHER                                   080 38 38.3
 DG4150
 DG4150|---------------------------------------------------------------------|
 DG4150| PID    Reference Object                     Distance      Geod. Az  |
 DG4150|                                                           dddmmss.s |
 DG4150| DI7576 FISHER                              457.882 METERS 0802335.1 |
 DG4150|---------------------------------------------------------------------|
 DG4150
 DG4150                          SUPERSEDED SURVEY CONTROL
 DG4150
 DG4150  NAD 83(1986)-  35 25 03.49109(N)    081 25 58.46400(W) AD(       ) 1
 DG4150  NAD 83(2001)-  35 25 03.47734(N)    081 25 58.46322(W) AD(       ) 1
 DG4150  ELLIP H (01/29/04)  278.027  (m)                       GP(       ) 4 1
 DG4150
 DG4150.Superseded values are not recommended for survey control.
 DG4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4150.See file dsdata.txt to determine how the superseded data were derived.
 DG4150
 DG4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6069819445(NAD 83)
 DG4150_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4150_STAMPING: BAXTER 1999
 DG4150_MARK LOGO: NCGS  
 DG4150_PROJECTION: FLUSH
 DG4150_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4150+STABILITY: SURFACE MOTION
 DG4150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4150+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG4150
 DG4150  HISTORY     - Date     Condition        Report By
 DG4150  HISTORY     - 1999     MONUMENTED       NCGS
 DG4150  HISTORY     - 19990601 GOOD             NCGS
 DG4150  HISTORY     - 20030501 GOOD             GCT
 DG4150
 DG4150                          STATION DESCRIPTION
 DG4150
 DG4150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4150'RECOVERED AS DESCRIBED.
 DG4150
 DG4150                          STATION RECOVERY (2003)
 DG4150
 DG4150'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG4150'THE STATION IS LOCATED IN GASTON COUNTY, NORTH CAROLINA, AND IS 8.2 KM
 DG4150'(4.1 MILES)
 DG4150'SOUTHEAST OF NORTH BROOK, 6.4 KM (4.0 MILES) EAST OF FALLSTON, AND 6.3
 DG4150'KM (3.9 MILES)
 DG4150'NORTHWEST OF CHERRYVILLE. OWNERSHIP- IN THE WEST RIGHT-OF-WAY OF
 DG4150'BAXTER ROAD.
 DG4150' 
 DG4150'TO REACH THE STATION FROM THE INTERSECTION OF SR-150 (CHURCH STREET)
 DG4150'AND SR-274
 DG4150'(MOUNTAIN STREET) IN CHERRYVILLE, TRAVEL NORTH ON SR-274 FOR 3.7 KM
 DG4150'(2.3 MILES) TO THE
 DG4150'INTERSECTION WITH FLINT HILL RD LEFT AND SR-1650 RIGHT. TURN LEFT AND
 DG4150'TRAVEL WEST ON
 DG4150'FLINT HILL RD FOR 2.3 KM (1.4 MILES) TO SR-1648 RIGHT. TURN RIGHT AND
 DG4150'TRAVEL NORTHERLY ON
 DG4150'SR-1648 FOR 0.8 KM (0.5 MILES) TO ITS INTERSECTION WITH BAXTER ROAD.
 DG4150'TURN RIGHT ONTO
 DG4150'BAXTER ROAD AND TRAVEL NORTH FOR 1.0 KM (0.6 MILES) TO THE MARK ON THE
 DG4150'LEFT, IN THE
 DG4150'NORTHEAST QUADRANT OF THE TEE INTERSECTION OF BAXTER ROAD WITH FISHER
 DG4150'ROAD.
 DG4150' 
 DG4150'THE STATION IS A NCGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A
 DG4150'CONCRETE MONUMENT
 DG4150'FLUSH WITH THE GROUND. LOCATED 19.87 METERS (65.2 FT) NORTHWEST OF A
 DG4150'STOP SIGN POST,
 DG4150'10.27 METERS (33.7 FT) NORTHEAST OF AN ADOPT A HIGHWAY SIGN POST, AND
 DG4150'9.14 METERS (30.0 FT)
 DG4150'EAST OF A FENCE POST WITH A REFERENCE TAG.
 DG4150' 
 DG4150' 
 DG4150' 
 DG4150' 
 DG4150'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1709 ***********************************************************************
 EB1709  DESIGNATION -  BAY
 EB1709  PID         -  EB1709
 EB1709  STATE/COUNTY-  NC/BLADEN
 EB1709  USGS QUAD   -  WHITE LAKE (1986)
 EB1709
 EB1709                         *CURRENT SURVEY CONTROL
 EB1709  ___________________________________________________________________
 EB1709* NAD 83(2001)-  34 41 12.52911(N)    078 25 23.50055(W)     ADJUSTED  
 EB1709* NAVD 88     -        23.559  (meters)      77.29   (feet)  ADJUSTED  
 EB1709  ___________________________________________________________________
 EB1709  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EB1709  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EB1709  DYNAMIC HT  -          23.537 (meters)      77.22  (feet)  COMP
 EB1709  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 EB1709
 EB1709  HORZ ORDER  -  SECOND
 EB1709  VERT ORDER  -  SECOND    CLASS II
 EB1709
 EB1709.The horizontal coordinates were established by classical geodetic methods
 EB1709.and adjusted by the National Geodetic Survey in August 2005.
 EB1709
 EB1709.The orthometric height was determined by differential leveling
 EB1709.and adjusted in June 1991.
 EB1709
 EB1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1709
 EB1709.The geoid height was determined by GEOID03.
 EB1709
 EB1709.The dynamic height is computed by dividing the NAVD 88
 EB1709.geopotential number by the normal gravity value computed on the
 EB1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1709.degrees latitude (g = 980.6199 gals.).
 EB1709
 EB1709.The modeled gravity was interpolated from observed gravity values.
 EB1709
 EB1709;                    North         East     Units Scale Factor Converg.
 EB1709;SPC NC       -   104,075.510   662,452.088   MT  0.99992087   +0 19 58.5
 EB1709;SPC NC       -   341,454.40  2,173,394.89   sFT  0.99992087   +0 19 58.5
 EB1709;UTM  17      - 3,841,334.847   736,058.414   MT  1.00028687   +1 28 01.6
 EB1709
 EB1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1709!SPC NC       -   1.00000181  x   0.99992087  =   0.99992268
 EB1709!UTM  17      -   1.00000181  x   1.00028687  =   1.00028868
 EB1709
 EB1709|---------------------------------------------------------------------|
 EB1709| PID    Reference Object                     Distance      Geod. Az  |
 EB1709|                                                           dddmmss.s |
 EB1709| EB1708 DRAIN                               397.266 METERS 24752     |
 EB1709|---------------------------------------------------------------------|
 EB1709
 EB1709                          SUPERSEDED SURVEY CONTROL
 EB1709
 EB1709  NAD 83(1986)-  34 41 12.53670(N)    078 25 23.51095(W) AD(       ) 2
 EB1709  NAD 27      -  34 41 11.91817(N)    078 25 24.49610(W) AD(       ) 2
 EB1709  NGVD 29 (07/19/86)   24.1    (m)           79.     (f) VERT ANG    3  
 EB1709
 EB1709.Superseded values are not recommended for survey control.
 EB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1709.See file dsdata.txt to determine how the superseded data were derived.
 EB1709
 EB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3605841335(NAD 83)
 EB1709_MARKER: DE = TRAVERSE STATION DISK
 EB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1709_SP_SET: CONCRETE POST
 EB1709_STAMPING: BAY 1973
 EB1709_MARK LOGO: NCGS  
 EB1709_PROJECTION: RECESSED 15 CENTIMETERS
 EB1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1709+STABILITY: SURFACE MOTION
 EB1709
 EB1709  HISTORY     - Date     Condition        Report By
 EB1709  HISTORY     - 1973     MONUMENTED       NCGS
 EB1709  HISTORY     - 1979     GOOD             NCGS
 EB1709  HISTORY     - 1979     GOOD             NCGS
 EB1709
 EB1709                          STATION DESCRIPTION
 EB1709
 EB1709'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1709'BAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1709'VICINITY OF WHITE LAKE, NORTH CAROLINA.
 EB1709'
 EB1709'BAY IS LOCATED APPROXIMATELY 4.6 MILES ENE OF WHITE LAKE, AND 7.0
 EB1709'MILES SOUTH OF GARLAND IN SAMPSON COUNTY.  TO REACH THE STATION FROM
 EB1709'THE INTERSECTION OF NC 41 WITH NC 210 ENE OF WHITE LAKE.  PROCEED
 EB1709'WEST ON NC 41 FOR 2.9 MILES TO STATION ON THE RIGHT SHOULDER.  0.35
 EB1709'MILES WEST OF INTERSECTION WITH MAIN ENTRANCE TO BAY TREE LAKES.
 EB1709'
 EB1709'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAY
 EB1709'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EB1709'INCHES BELOW THE SURFACE OF THE GROUND.
 EB1709'
 EB1709'MARK IS
 EB1709'
 EB1709'16.3 FEET N OF C/L OF NC 41.
 EB1709'58.4 FEET SE OF PP NO. 36408 W/ALUMINUM REF. TAG.
 EB1709'21.0 FEET S OF 15 INCH PINE W/ALUMINUM REF. TAG.
 EB1709'24.7 FEET SW OF 14 INCH PINE W/ALUMINUM REF. TAG.
 EB1709'63.7 FEET NNE OF 16 INCH PINE ON FENCE LINE W/ALUMINUM REF. TAG.
 EB1709
 EB1709                          STATION RECOVERY (1979)
 EB1709
 EB1709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (HGG)
 EB1709'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB1709
 EB1709                          STATION RECOVERY (1979)
 EB1709
 EB1709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1709'4.6 MI ENE FROM WHITE LAKE.
 EB1709'2.9 MILES WEST ALONG
 EB1709'NC 41 FROM INTERSECTION WITH NC 210 EAST-NORTHEAST
 EB1709'OF WHITE LAKE TO STATION IN NORTH SHOULDER AND 0.35 MILE
 EB1709'WEST OF MAIN ENTRANCE TO BAY TREE LAKES,  16.3 FEET NORTH OF
 EB1709'CENTERLINE OF NC 41 AND, 21.0 FEET SOUTH OF A 15 INCH PINE, 24.7
 EB1709'FEET SOUTHWEST OF A 14 INCH PINE, 58.4 FEET SOUTHEAST OF POWER POLE
 EB1709'36408, 63.7 FEET NORTH-NORTHEAST OF A 16 INCH PINE ON FENCE LINE, ALL
 EB1709'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1801 ***********************************************************************
 EA1801  DESIGNATION -  BAY
 EA1801  PID         -  EA1801
 EA1801  STATE/COUNTY-  NC/CARTERET
 EA1801  USGS QUAD   -  BEAUFORT (1987)
 EA1801
 EA1801                         *CURRENT SURVEY CONTROL
 EA1801  ___________________________________________________________________
 EA1801* NAD 83(2001)-  34 43 31.34967(N)    076 43 45.98983(W)     ADJUSTED  
 EA1801* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 EA1801  ___________________________________________________________________
 EA1801  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA1801  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1801  HORZ ORDER  -  SECOND
 EA1801
 EA1801.The horizontal coordinates were established by classical geodetic methods
 EA1801.and adjusted by the National Geodetic Survey in August 2005.
 EA1801
 EA1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1801
 EA1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1801
 EA1801.The geoid height was determined by GEOID03.
 EA1801
 EA1801;                    North         East     Units Scale Factor Converg.
 EA1801;SPC NC       -   110,577.453   817,530.559   MT  0.99991451   +1 18 37.8
 EA1801;SPC NC       -   362,786.19  2,682,181.51   sFT  0.99991451   +1 18 37.8
 EA1801;UTM  18      - 3,843,950.471   341,651.630   MT  0.99990905   -0 59 07.3
 EA1801
 EA1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1801!SPC NC       -   1.00000497  x   0.99991451  =   0.99991948
 EA1801!UTM  18      -   1.00000497  x   0.99990905  =   0.99991402
 EA1801
 EA1801:                Primary Azimuth Mark                     Grid Az
 EA1801:SPC NC       -  DANNY                                    005 28 30.0
 EA1801:UTM  18      -  DANNY                                    007 46 15.1
 EA1801
 EA1801|---------------------------------------------------------------------|
 EA1801| PID    Reference Object                     Distance      Geod. Az  |
 EA1801|                                                           dddmmss.s |
 EA1801| EA1836 DANNY                               APPROX. 0.7 KM 0064707.8 |
 EA1801| EA1840 EDWIN                               303.963 METERS 18414     |
 EA1801|---------------------------------------------------------------------|
 EA1801
 EA1801                          SUPERSEDED SURVEY CONTROL
 EA1801
 EA1801  NAD 83(1986)-  34 43 31.36016(N)    076 43 45.99695(W) AD(       ) 2
 EA1801  NAD 27      -  34 43 30.77948(N)    076 43 47.23917(W) AD(       ) 2
 EA1801  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG    3  
 EA1801
 EA1801.Superseded values are not recommended for survey control.
 EA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1801.See file dsdata.txt to determine how the superseded data were derived.
 EA1801
 EA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4165243950(NAD 83)
 EA1801_MARKER: DE = TRAVERSE STATION DISK
 EA1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1801_STAMPING: BAY 1968
 EA1801_MARK LOGO: NCGS  
 EA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1801+STABILITY: SURFACE MOTION
 EA1801
 EA1801  HISTORY     - Date     Condition        Report By
 EA1801  HISTORY     - 1968     MONUMENTED       NCGS
 EA1801  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 EA1801  HISTORY     - 20030202 MARK NOT FOUND   USPSQD
 EA1801
 EA1801                          STATION DESCRIPTION
 EA1801
 EA1801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA1801'BAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA1801'VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA1801'
 EA1801'BAY IS LOCATED APPROXIMATELY 0.8 MILES WNW OF THE CENTER OF
 EA1801'MOREHEAD CITY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EA1801'20TH ST. (SR 1176) WITH U.S. 70 (ARENDELL ST.) IN MOREHEAD CITY, GO
 EA1801'NORTH ON 20TH ST. FOR 0.2 MILES TO INTERSECTION OF BAY ST., AND
 EA1801'STATION.  WHICH IN THE NORTHWEST QUADRANT OF INTERSECTION AND AT
 EA1801'SOUTHEAST CORNER OF CEMETERY.
 EA1801'
 EA1801'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAY
 EA1801'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EA1801'FLUSH WITH THE SURFACE OF THE GROUND.
 EA1801'
 EA1801'MARK IS--
 EA1801'
 EA1801'15.2 FT E OF C/L OF 20TH ST.
 EA1801'
 EA1801'23.8 FT N OF C/L OF BAY ST.
 EA1801'
 EA1801'2.2 FT SW OF PP WITH ALUMINUM REF. TAG IN NW QUAD OF INTERSECTION
 EA1801'AT SE CORNER OF CEMETERY.
 EA1801'
 EA1801'5.35 FT SW OF SE CORNER OF BRICK POST AT SE CORNER OF CEMETERY.
 EA1801'
 EA1801'8.8 FT ESE OF BRACE POLE IN NW QUADRANT OF INTERSECTION, AND WITH
 EA1801'ALUMINUM REF. TAG.
 EA1801'
 EA1801'50.8 FT NE OF PP 34 WITH ALUMINUM REF. TAG IN SW QUADRANT OF
 EA1801'INTERSECTION.
 EA1801'
 EA1801'45.4 FT N OF 4X4 POST WITH BAY ST. - 20TH ST. SIGN.
 EA1801'
 EA1801'8.9 FT E OF 2ND BRICK POST WEST OF CORNER.
 EA1801
 EA1801                          STATION RECOVERY (1996)
 EA1801
 EA1801'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1801'MARK NOT FOUND.
 EA1801
 EA1801                          STATION RECOVERY (2003)
 EA1801
 EA1801'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2624 ***********************************************************************
 EA2624  DESIGNATION -  BAY
 EA2624  PID         -  EA2624
 EA2624  STATE/COUNTY-  NC/NEW HANOVER
 EA2624  USGS QUAD   -  
 EA2624
 EA2624                         *CURRENT SURVEY CONTROL
 EA2624  ___________________________________________________________________
 EA2624* NAD 83(2001)-  34 04 39.11385(N)    077 52 17.40071(W)     ADJUSTED  
 EA2624* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2624  ___________________________________________________________________
 EA2624  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 EA2624  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA2624  HORZ ORDER  -  THIRD
 EA2624
 EA2624.The horizontal coordinates were established by classical geodetic methods
 EA2624.and adjusted by the National Geodetic Survey in August 2005.
 EA2624
 EA2624.The orthometric height was scaled from a topographic map.
 EA2624
 EA2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2624
 EA2624.The geoid height was determined by GEOID03.
 EA2624
 EA2624;                    North         East     Units Scale Factor Converg.
 EA2624;SPC NC       -    36,927.401   713,768.775   MT  1.00008065   +0 39 04.8
 EA2624;SPC NC       -   121,152.65  2,341,756.39   sFT  1.00008065   +0 39 04.8
 EA2624;UTM  18      - 3,774,474.909   235,022.745   MT  1.00046561   -1 36 35.6
 EA2624
 EA2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2624!SPC NC       -   1.00000591  x   1.00008065  =   1.00008656
 EA2624!UTM  18      -   1.00000591  x   1.00046561  =   1.00047152
 EA2624
 EA2624:                Primary Azimuth Mark                     Grid Az
 EA2624:SPC NC       -  WRECK                                    200 12 36.5
 EA2624:UTM  18      -  WRECK                                    202 28 16.9
 EA2624
 EA2624|---------------------------------------------------------------------|
 EA2624| PID    Reference Object                     Distance      Geod. Az  |
 EA2624|                                                           dddmmss.s |
 EA2624| EA2715 WRECK                               APPROX. 1.9 KM 2005141.3 |
 EA2624| EA3194 BAY RM                               38.870 METERS 23658     |
 EA2624|---------------------------------------------------------------------|
 EA2624
 EA2624                          SUPERSEDED SURVEY CONTROL
 EA2624
 EA2624  NAD 83(1986)-  34 04 39.12536(N)    077 52 17.41378(W) AD(       ) 3
 EA2624  NAD 27      -  34 04 38.50700(N)    077 52 18.46800(W) AD(       ) 3
 EA2624
 EA2624.Superseded values are not recommended for survey control.
 EA2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2624.See file dsdata.txt to determine how the superseded data were derived.
 EA2624
 EA2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3502374475(NAD 83)
 EA2624_MARKER: DS = TRIANGULATION STATION DISK
 EA2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2624
 EA2624  HISTORY     - Date     Condition        Report By
 EA2624  HISTORY     - 1918     MONUMENTED       CGS
 EA2624  HISTORY     - 1926     GOOD             CGS
 EA2624  HISTORY     - 1933     GOOD             CGS
 EA2624  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2624
 EA2624                          STATION DESCRIPTION
 EA2624
 EA2624'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EA2624'STATION IS ON THE BANKS ON THE OCEAN SIDE OF MYRTLE SOUND, 3
 EA2624'MILES NE FROM CAROLINA BEACH, 1/2 MILE N OF AN OLD STEEL WRECK
 EA2624'IN THE OCEAN, 25 YARDS FROM THE EDGE OF A SAND BANK, ON A SMALL
 EA2624'KNOLL GROWN WITH GRASS.
 EA2624'
 EA2624'THE SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 EA2624'SET IN CONCRETE.  UNDERGROUND
 EA2624'MARK IS A BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE.
 EA2624'
 EA2624'THE REFERENCE MARK IS 38.87 METERS (127.53 FEET) FROM THE
 EA2624'STATION S 56 DEG 58 MIN W.
 EA2624
 EA2624                          STATION RECOVERY (1926)
 EA2624
 EA2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2624'STATION RECOVERED AS DESCRIBED, 15 METERS TO HIGH WATER ON
 EA2624'OCEAN SIDE.
 EA2624
 EA2624                          STATION RECOVERY (1933)
 EA2624
 EA2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2624'STATION AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 EA2624'CONDITION.  ON THE OCEAN SIDE OF MYRTLE SOUND, ABOUT 3 MILES
 EA2624'NE FROM CAROLINA BEACH, ABOUT 45 YARDS FROM MARSH ON SOUND
 EA2624'SIDE, ABOUT 25 YARDS FROM HIGH WATER ON OCEAN SIDE ABOUT 100
 EA2624'YARDS S OF SMALL SHED IN THE SIDE OF THE BANK AND ABOUT 1/2
 EA2624'MILE N OF OLD STEEL WRECK AND SHED ON BEACH.  STATION IS ON A
 EA2624'SMALL KNOLL GROWN WITH GRASS.
 EA2624
 EA2624                          STATION RECOVERY (1964)
 EA2624
 EA2624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2624'LOST.  THE AREA WAS SEARCHED A REASONABLE TIME BY TWO MEN,
 EA2624'BUT NOTHING WAS FOUND.  THERE HAS BEEN CONSIDERABLE TIDAL AND
 EA2624'WIND EROSIONS IN THE AREA AND NO GRASS KNOLL COULD BE
 EA2624'FOUND.  IT IS BELIEVED THE STATION IS COVERED BY ABOUT 10 FEET
 EA2624'OF SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3259 ***********************************************************************
 EY3259  DESIGNATION -  BAY
 EY3259  PID         -  EY3259
 EY3259  STATE/COUNTY-  NC/HYDE
 EY3259  USGS QUAD   -  FAIRFIELD NE (1974)
 EY3259
 EY3259                         *CURRENT SURVEY CONTROL
 EY3259  ___________________________________________________________________
 EY3259* NAD 83(2001)-  35 39 57.07286(N)    076 04 26.08936(W)     ADJUSTED  
 EY3259* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3259  ___________________________________________________________________
 EY3259  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EY3259  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EY3259  HORZ ORDER  -  SECOND
 EY3259
 EY3259.The horizontal coordinates were established by classical geodetic methods
 EY3259.and adjusted by the National Geodetic Survey in August 2005.
 EY3259
 EY3259.The orthometric height was scaled from a topographic map.
 EY3259
 EY3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3259
 EY3259.The geoid height was determined by GEOID03.
 EY3259
 EY3259;                    North         East     Units Scale Factor Converg.
 EY3259;SPC NC       -   216,431.897   874,471.200   MT  0.99989863   +1 41 19.9
 EY3259;SPC NC       -   710,076.98  2,868,994.26   sFT  0.99989863   +1 41 19.9
 EY3259;UTM  18      - 3,947,418.909   402,802.214   MT  0.99971642   -0 37 34.3
 EY3259
 EY3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3259!SPC NC       -   1.00000612  x   0.99989863  =   0.99990474
 EY3259!UTM  18      -   1.00000612  x   0.99971642  =   0.99972253
 EY3259
 EY3259                          SUPERSEDED SURVEY CONTROL
 EY3259
 EY3259  NAD 83(1986)-  35 39 57.08556(N)    076 04 26.09582(W) AD(       ) 2
 EY3259  NAD 27      -  35 39 56.49000(N)    076 04 27.40000(W) AD(       ) 2
 EY3259
 EY3259.Superseded values are not recommended for survey control.
 EY3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3259.See file dsdata.txt to determine how the superseded data were derived.
 EY3259
 EY3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0280247419(NAD 83)
 EY3259_MARKER: DS = TRIANGULATION STATION DISK
 EY3259_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EY3259_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3259_MARK LOGO: CGS   
 EY3259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3259
 EY3259  HISTORY     - Date     Condition        Report By
 EY3259  HISTORY     - 1914     MONUMENTED       CGS
 EY3259  HISTORY     - 1935     POOR             CGS
 EY3259  HISTORY     - 1951     POOR             CGS
 EY3259
 EY3259                          STATION DESCRIPTION
 EY3259
 EY3259'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 EY3259'STATION IS LOCATED ON THE S SIDE OF ALLIGATOR RIVER, BETWEEN
 EY3259'DEEP POINT AND CYPRESS POINT, ABOUT 3 YARDS FROM THE WATERS EDGE.
 EY3259'
 EY3259'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 EY3259'TOP OF A TILE, THE TILE AT THE CENTER.
 EY3259'
 EY3259'THREE WITNESS MARKS, BLAZES ON GUM TREES.
 EY3259'ARE AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 EY3259'STATION--NO. 1, 17.727 METERS (58.16 FEET) N 50 DEG 30 MIN W.
 EY3259'NO. 2, 15.419 METERS (50.59 FEET) N 59 DEG 00 MIN W.
 EY3259'AND NO. 3, 12.226 METERS (40.11 FEET) IN
 EY3259'N 62 DEG 45 MIN W.
 EY3259
 EY3259                          STATION RECOVERY (1935)
 EY3259
 EY3259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EY3259'STATION MARK WAS FOUND SIX INCHES UNDER WATER.  THE MONUMENT
 EY3259'HAS BEEN LOOSENED BY THE WATER AND HAS ABOUT 3 INCHES PLAY.  A
 EY3259'NEW STATION, BAY 2 WAS ESTABLISHED 7 METERS TO THE SE.
 EY3259
 EY3259                          STATION RECOVERY (1951)
 EY3259
 EY3259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3259'STATION WAS RECOVERED IN A SHAKY CONDITION.  THE ORIGINAL
 EY3259'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3259'
 EY3259'STATION IS LOCATED ON THE S SIDE OF THE ALLIGATOR RIVER, 20
 EY3259'FEET OFFSHORE FROM A SMALL BUT PROMINENT POINT KNOWN AS CYPRESS
 EY3259'POINT.  IT IS IN 2 FEET OF WATER WHICH COVERS 6 INCHES OF HIGH
 EY3259'WATER.  IT IS WITNESSED BY A TRIANGULAR-BLAZED 30-INCH CYPRESS
 EY3259'23.5 FEET SE OF THE MARK.
 EY3259'
 EY3259'THE DISK IS UNSTAMPED.  STATION BAY 2 WAS RECOVERED INSHORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3567 ***********************************************************************
 EY3567  DESIGNATION -  BAY
 EY3567  PID         -  EY3567
 EY3567  STATE/COUNTY-  NC/PAMLICO
 EY3567  USGS QUAD   -  JONES BAY (1993)
 EY3567
 EY3567                         *CURRENT SURVEY CONTROL
 EY3567  ___________________________________________________________________
 EY3567* NAD 83(2001)-  35 11 06.92396(N)    076 32 08.87943(W)     ADJUSTED  
 EY3567* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3567  ___________________________________________________________________
 EY3567  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EY3567  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EY3567  HORZ ORDER  -  SECOND
 EY3567
 EY3567.The horizontal coordinates were established by classical geodetic methods
 EY3567.and adjusted by the National Geodetic Survey in August 2005.
 EY3567
 EY3567.The orthometric height was scaled from a topographic map.
 EY3567
 EY3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3567
 EY3567.The geoid height was determined by GEOID03.
 EY3567
 EY3567;                    North         East     Units Scale Factor Converg.
 EY3567;SPC NC       -   161,998.112   833,993.872   MT  0.99987326   +1 25 20.1
 EY3567;SPC NC       -   531,488.81  2,736,194.90   sFT  0.99987326   +1 25 20.1
 EY3567;UTM  18      - 3,894,667.688   360,166.642   MT  0.99984098   -0 53 06.4
 EY3567
 EY3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3567!SPC NC       -   1.00000577  x   0.99987326  =   0.99987903
 EY3567!UTM  18      -   1.00000577  x   0.99984098  =   0.99984675
 EY3567
 EY3567|---------------------------------------------------------------------|
 EY3567| PID    Reference Object                     Distance      Geod. Az  |
 EY3567|                                                           dddmmss.s |
 EY3567| EY4755 BAY RM 1                             16.660 METERS 07312     |
 EY3567| EY4756 BAY RM 2                             18.480 METERS 11622     |
 EY3567| EY3562 BAY POINT BEACON                    APPROX. 3.1 KM 1173023.9 |
 EY3567| EY3561 BAY POINT BEACON                    APPROX. 3.2 KM 1182402.8 |
 EY3567| EY3583 MAW POINT SHOAL BEACON 46           APPROX. 5.8 KM 1590336.9 |
 EY3567| EY3581 MAW POINT BEACON                    APPROX. 5.8 KM 1602023.1 |
 EY3567| EY3584 MAW                                 APPROX. 4.2 KM 1930438.3 |
 EY3567| EY3566 BAY RIVER BEACON 42                 APPROX. 2.2 KM 2532052.8 |
 EY3567| EY3585 PINE TREE POINT BEACON 42           APPROX. 2.2 KM 2553035.3 |
 EY3567| EY3565 BAY RIVER BEACON 41                 APPROX. 4.1 KM 2844617.6 |
 EY3567|---------------------------------------------------------------------|
 EY3567
 EY3567                          SUPERSEDED SURVEY CONTROL
 EY3567
 EY3567  NAD 83(1986)-  35 11 06.93774(N)    076 32 08.89139(W) AD(       ) 2
 EY3567  NAD 27      -  35 11 06.34700(N)    076 32 10.14500(W) AD(       ) 2
 EY3567
 EY3567.Superseded values are not recommended for survey control.
 EY3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3567.See file dsdata.txt to determine how the superseded data were derived.
 EY3567
 EY3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6016794668(NAD 83)
 EY3567_MARKER: I = METAL ROD
 EY3567_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3567_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3567
 EY3567  HISTORY     - Date     Condition        Report By
 EY3567  HISTORY     - 1913     MONUMENTED       CGS
 EY3567  HISTORY     - 1932     SEE DESCRIPTION  CGS
 EY3567  HISTORY     - 1932     GOOD             CGS
 EY3567  HISTORY     - 1935     GOOD             CGS
 EY3567  HISTORY     - 1948     GOOD             CGS
 EY3567  HISTORY     - 1963     MARK NOT FOUND   CGS
 EY3567
 EY3567                          STATION DESCRIPTION
 EY3567
 EY3567'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3567'STATION IS AT THE W END OF PAMLICO SOUND, ON THE N SIDE OF THE
 EY3567'MOUTH OF BAY RIVER, 1/2 MILE WNW FROM THE EXTREME END OF BAY
 EY3567'POINT, AT THE HEAD OF A SMALL ARM FORMING THE S SIDE OF A SMALL
 EY3567'BAY WHICH EXTENDS INTO THE MARSHES BACK OF BAY POINT, ON FIRM
 EY3567'GRASS-COVERED MARSH, 20.3 METERS (67 FEET) FROM THE WATER LINE
 EY3567'OF THE SMALL BAY SOUTHEASTERLY ON A LINE TANGENT TO THE SMALL
 EY3567'GRASSY ISLAND NEARBY AND THE SHORE OF THE BAY, 14.6 METERS (48
 EY3567'FEET) N FROM THE WATERS EDGE ON A LINE FROM NEUSE RIVER
 EY3567'LIGHTHOUSE.
 EY3567'
 EY3567'THE STATION IS MARKED BY A 2-INCH IRON PIPE, 5 FEET LONG,
 EY3567'PROJECTING 8 INCHES ABOVE GROUND.
 EY3567'
 EY3567'THERE ARE NO REFERENCE MARKS.
 EY3567
 EY3567                          STATION RECOVERY (1932)
 EY3567
 EY3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3567'STATION WHICH WAS A 2-INCH PIPE, WAS FOUND RUSTED OFF FLUSH WITH
 EY3567'THE SURFACE OF MARSH.  NO REFERENCE MARKS WERE FOUND.  SHORE IS
 EY3567'BEING SOMEWHAT ERODED BY WAVE ACTION, BUT THERE IS NO PRESENT
 EY3567'DANGER OF THE STATIONS DESTRUCTION.  IT IS NOW ABOUT 30 YARDS
 EY3567'FROM THE NEAREST SHORE.
 EY3567'
 EY3567'A NEW STATION BAY 2 WAS ESTABLISHED DIRECTLY OVER THE OLD ONE.
 EY3567
 EY3567                          STATION RECOVERY (1932)
 EY3567
 EY3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3567'STATION IS ON THE N SIDE OF BAY RIVER, ON BAY POINT, 1/2 MILE WNW
 EY3567'FROM THE EXTREME END OF THE POINT, AT THE HEAD OF A SMALL ARM
 EY3567'MAKING OFF OF A BAY WHICH EXTENDS INTO THE MARSHES BACK OF BAY
 EY3567'POINT.  STATION IS CENTERED DIRECTLY OVER LOCATION OF OLD STATION
 EY3567'BAY, AND IS 20.3 METERS FROM SHORE LINE IN DIRECTION WITH THE
 EY3567'RIGHT TANGENT OF THE LEFT HAND POINT OF THE LITTLE BAY, 14.6
 EY3567'METERS FROM SHORE IN DIRECTION OF NEUSE RIVER LIGHTHOUSE ON
 EY3567'HARD, GRASS-COVERED MARSH.
 EY3567'
 EY3567'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY3567'AT THE CENTER OF THE TOP OF A TILE, AS DESCRIBED.
 EY3567'
 EY3567'TWO REFERENCE MARKS WERE ESTABLISHED.
 EY3567'
 EY3567'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.48 METERS.
 EY3567
 EY3567                          STATION RECOVERY (1935)
 EY3567
 EY3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3567'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 EY3567'CONDITION.  THERE APPEARS TO BE NO MATERIAL CHANGE IN THE SHORE
 EY3567'LINE.  DISTANCE TO THE HIGH-WATER MARK ON THE RIVER SIDE IN THE
 EY3567'DIRECTION OF STATION MAW 2 IS 16.7 METERS AND IN THE OPPOSITE
 EY3567'DIRECTION 17.6 METERS.
 EY3567
 EY3567                          STATION RECOVERY (1948)
 EY3567
 EY3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3567'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  DISTANCE TO THE
 EY3567'SHORELINE IN THE DIRECTION OF MAW 2 IS 14.5 METERS AND IN THE
 EY3567'OPPOSITE DIRECTION, 18.4 METERS.  THE ORIGINAL DESCRIPTION AND THE
 EY3567'1935 RECOVERY NOTES ARE ADEQUATE FOR PRESENT DAY RECOVERY WITH
 EY3567'THE CHANGE IN SHORELINE DISTANCES AS NOTED ABOVE.  DISTANCES
 EY3567'BETWEEN THE STATION AND THE R.M.S WERE MEASURED AND FOUND TO
 EY3567'BE CORRECT.
 EY3567
 EY3567                          STATION RECOVERY (1963)
 EY3567
 EY3567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WMR)
 EY3567'LOST.  THE AREA WAS THOROUGHLY SEARCHED FOR SEVERAL HOURS BUT
 EY3567'NO TRACE OF ANY OF THE MARKS WERE FOUND.  THE POINT SHOWS
 EY3567'EVIDENCE OF CONSIDERABLE EROSION AND IS COVERED WITH A DENSE
 EY3567'GROWTH OF TALL REEDS.  IT IS BELIEVED THAT THE MARKS HAVE BEEN
 EY3567'WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3918 ***********************************************************************
 EY3918  DESIGNATION -  BAY
 EY3918  PID         -  EY3918
 EY3918  STATE/COUNTY-  NC/BEAUFORT
 EY3918  USGS QUAD   -  BLOUNTS BAY (1993)
 EY3918
 EY3918                         *CURRENT SURVEY CONTROL
 EY3918  ___________________________________________________________________
 EY3918* NAD 83(2001)-  35 26 31.05418(N)    076 56 42.39444(W)     ADJUSTED  
 EY3918* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 EY3918  ___________________________________________________________________
 EY3918  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EY3918  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 EY3918  HORZ ORDER  -  THIRD
 EY3918
 EY3918.The horizontal coordinates were established by classical geodetic methods
 EY3918.and adjusted by the National Geodetic Survey in August 2005.
 EY3918
 EY3918.The orthometric height was scaled from a topographic map.
 EY3918
 EY3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3918
 EY3918.The geoid height was determined by GEOID03.
 EY3918
 EY3918;                    North         East     Units Scale Factor Converg.
 EY3918;SPC NC       -   189,620.274   796,138.129   MT  0.99987808   +1 11 09.7
 EY3918;SPC NC       -   622,112.52  2,611,996.51   sFT  0.99987808   +1 11 09.7
 EY3918;UTM  18      - 3,923,794.620   323,453.974   MT  0.99998411   -1 07 41.6
 EY3918
 EY3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3918!SPC NC       -   1.00000506  x   0.99987808  =   0.99988313
 EY3918!UTM  18      -   1.00000506  x   0.99998411  =   0.99998917
 EY3918
 EY3918|---------------------------------------------------------------------|
 EY3918| PID    Reference Object                     Distance      Geod. Az  |
 EY3918|                                                           dddmmss.s |
 EY3918| EY4757 BAY RM                               18.837 METERS 16047     |
 EY3918| EY3931 NECK                                APPROX. 2.2 KM 2493406.6 |
 EY3918|---------------------------------------------------------------------|
 EY3918
 EY3918                          SUPERSEDED SURVEY CONTROL
 EY3918
 EY3918  NAD 83(1986)-  35 26 31.08454(N)    076 56 42.38171(W) AD(       ) 3
 EY3918  NAD 27      -  35 26 30.48700(N)    076 56 43.57100(W) AD(       ) 3
 EY3918
 EY3918.Superseded values are not recommended for survey control.
 EY3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3918.See file dsdata.txt to determine how the superseded data were derived.
 EY3918
 EY3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2345423795(NAD 83)
 EY3918_MARKER: Z = SEE DESCRIPTION
 EY3918_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3918_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3918
 EY3918  HISTORY     - Date     Condition        Report By
 EY3918  HISTORY     - 1935     MONUMENTED       CGS
 EY3918  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3918
 EY3918                          STATION DESCRIPTION
 EY3918
 EY3918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3918'STATION IS LOCATED ON THE E SIDE OF BLOUNT BAY, ABOUT 1 MILE SW
 EY3918'OF MAULS POINT ON SANDY BEACH, 6 METERS SE OF HIGH-WATER LINE.
 EY3918'
 EY3918'A 16-INCH DIAMETER CYPRESS TREE LIES ABOUT 18 METERS W OF
 EY3918'STATION AND IS A CONSPICUOUS LANDMARK IN THE VICINITY.  TREE
 EY3918'LINE IS ABOUT 8 METERS S OF STATION.
 EY3918
 EY3918                          STATION RECOVERY (1948)
 EY3918
 EY3918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3918'STATION DESTROYED.  DISTANCES TO THE REFERENCE MARK WAS
 EY3918'MEASURED WITH A STEEL TAPE AND FOUND TO BE INCORRECT.  THE
 EY3918'PUBLISHED DESCRIPTION IS INADEQUATE, NEW DESCRIPTION FOLLOWS--
 EY3918'
 EY3918'DISTANCE TO R.M. INCORRECT BY 1.10 METERS.  STATION MARK
 EY3918'LEANING POSITION NO LONGER GOOD.  DISK WAS NOT REMOVED.
 EY3918'
 EY3918'STATION IS ON THE E SIDE OF BLOUNT BAY, ABOUT 1-1/4 MILES SW
 EY3918'OF MAULS POINT, ON A SANDY BEACH, 3-1/2 METERS SE OF MEAN
 EY3918'HIGH-WATER LINE, AND 17 METERS E OF A 30-INCH CYPRESS TREE.  IT
 EY3918'IS 14 INCHES ABOVE GROUND AND IN LEANING POSITION.  DISTANCES DO
 EY3918'NOT CHECK SO STATION HAS BEEN RESET OR MOVED BY EROSION.
 EY3918'
 EY3918'STATION AND REFERENCE MARK ARE BRONZE DISKS SET IN CONCRETE
 EY3918'AT THE CENTERS OF THE TOPS OF TILES WHICH ARE EMBEDDED IN THE
 EY3918'GROUND.
 EY3918'
 EY3918'THE REFERENCE MARK IS IN GOOD CONDITION.  IT IS 4 INCHES ABOVE
 EY3918'GROUND, 19.05 METERS SE OF STATION, IN CENTER OF WAGON ROAD
 EY3918'LEADING TO STATION.
 EY3918'
 EY3918'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2887 ***********************************************************************
 AB2887  DESIGNATION -  BAY
 AB2887  PID         -  AB2887
 AB2887  STATE/COUNTY-  NC/DURHAM
 AB2887  USGS QUAD   -  GREEN LEVEL (1993)
 AB2887
 AB2887                         *CURRENT SURVEY CONTROL
 AB2887  ___________________________________________________________________
 AB2887* NAD 83(2001)-  35 52 28.37920(N)    078 56 57.98094(W)     ADJUSTED  
 AB2887* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 AB2887  ___________________________________________________________________
 AB2887  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 AB2887  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 AB2887  HORZ ORDER  -  SECOND
 AB2887
 AB2887.The horizontal coordinates were established by classical geodetic methods
 AB2887.and adjusted by the National Geodetic Survey in August 2005.
 AB2887
 AB2887.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2887
 AB2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2887
 AB2887.The geoid height was determined by GEOID03.
 AB2887
 AB2887;                    North         East     Units Scale Factor Converg.
 AB2887;SPC NC       -   235,682.967   614,166.869   MT  0.99993155   +0 01 45.1
 AB2887;SPC NC       -   773,236.53  2,014,979.14   sFT  0.99993155   +0 01 45.1
 AB2887;UTM  17      - 3,971,976.032   685,116.919   MT  1.00002228   +1 12 07.2
 AB2887
 AB2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2887!SPC NC       -   0.99999048  x   0.99993155  =   0.99992203
 AB2887!UTM  17      -   0.99999048  x   1.00002228  =   1.00001276
 AB2887
 AB2887                          SUPERSEDED SURVEY CONTROL
 AB2887
 AB2887  NAD 83(1986)-  35 52 28.38394(N)    078 56 57.98898(W) AD(       ) 2
 AB2887  NGVD 29 (04/29/96)   92.4    (m)          303.     (f) VERT ANG    3  
 AB2887
 AB2887.Superseded values are not recommended for survey control.
 AB2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2887.See file dsdata.txt to determine how the superseded data were derived.
 AB2887
 AB2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8511771976(NAD 83)
 AB2887_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2887_STAMPING: BAY 1984
 AB2887_MARK LOGO: NCGS  
 AB2887_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2887+STABILITY: SURFACE MOTION
 AB2887
 AB2887  HISTORY     - Date     Condition        Report By
 AB2887  HISTORY     - 1984     MONUMENTED       NCGS
 AB2887
 AB2887                          STATION DESCRIPTION
 AB2887
 AB2887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2887'STATION IS LOCATED ABOUT 14.0 KM (8.7 MI) SOUTH-SOUTHWEST OF DURHAM.
 AB2887'ALONG NC 751 FOR 1.0 KM (0.6 MI) NORTHWEST FROM THE DURHAM-CHATHAM
 AB2887'COUNTY LINE, IN WEST SHOULDER OF HIGHWAY ON PROLONGATION WITH
 AB2887'CENTERLINE OF SR 1118 (FAYETTEVILLE ROAD).$MARK IS LEVEL WITH HIGHWAY
 AB2887'AND RECESSED 7 INCHES BELOW GROUND. LOCATED 5.4 M (17.7 FT)
 AB2887'SOUTH-SOUTHWEST OF THE CENTERLINE OF INTERSECTION, 3.9 M (12.8 FT)
 AB2887'WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 36.3 M (119.1 FT)
 AB2887'SOUTH-SOUTHEAST OF THE CENTERLINE OF FARM ROAD, 37.2 M (122.0 FT)
 AB2887'NORTH-NORTHWEST OF THE CENTERLINE OF WOODS ROAD, 3.4 M (11.2 FT)
 AB2887'NORTH-NORTHEAST OF A FAYETTEVILLE ROAD SIGN POST--AND 31.8 M (104.3
 AB2887'FT) SOUTHEAST OF A POWER POLE, 36.2 M (118.8 FT) NORTHWEST OF A POWER
 AB2887'POLE ACROSS HIGHWAY--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4762 ***********************************************************************
 DH4762  DESIGNATION -  BAY
 DH4762  PID         -  DH4762
 DH4762  STATE/COUNTY-  NC/COLUMBUS
 DH4762  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 DH4762
 DH4762                         *CURRENT SURVEY CONTROL
 DH4762  ___________________________________________________________________
 DH4762* NAD 83(2007)-  34 16 02.73986(N)    078 23 24.50470(W)     ADJUSTED  
 DH4762* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 DH4762  ___________________________________________________________________
 DH4762  EPOCH DATE  -        2002.00
 DH4762  X           -   1,061,896.488 (meters)                     COMP
 DH4762  Y           -  -5,168,640.507 (meters)                     COMP
 DH4762  Z           -   3,570,989.352 (meters)                     COMP
 DH4762  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 DH4762  ELLIP HEIGHT-         -20.045 (meters)          (02/10/07) ADJUSTED
 DH4762  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 DH4762
 DH4762  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4762  Type    PID    Designation                      North   East  Ellip
 DH4762  -------------------------------------------------------------------
 DH4762  NETWORK DH4762 BAY                               0.76   0.69   2.78
 DH4762  -------------------------------------------------------------------
 DH4762
 DH4762.The horizontal coordinates were established by GPS observations
 DH4762.and adjusted by the National Geodetic Survey in February 2007.
 DH4762
 DH4762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4762.The horizontal coordinates are valid at the epoch date displayed above.
 DH4762.The epoch date for horizontal control is a decimal equivalence
 DH4762.of Year/Month/Day.
 DH4762
 DH4762.The orthometric height was determined by GPS observations and a
 DH4762.high-resolution geoid model.
 DH4762
 DH4762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4762
 DH4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4762
 DH4762.The ellipsoidal height was determined by GPS observations
 DH4762.and is referenced to NAD 83.
 DH4762
 DH4762.The geoid height was determined by GEOID03.
 DH4762
 DH4762;                    North         East     Units Scale Factor Converg.
 DH4762;SPC NC       -    57,573.184   665,766.521   MT  1.00001890   +0 21 07.2
 DH4762;SPC NC       -   188,888.02  2,184,268.99   sFT  1.00001890   +0 21 07.2
 DH4762;UTM  17      - 3,794,891.152   740,287.640   MT  1.00031177   +1 28 12.7
 DH4762
 DH4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4762!SPC NC       -   1.00000315  x   1.00001890  =   1.00002205
 DH4762!UTM  17      -   1.00000315  x   1.00031177  =   1.00031492
 DH4762
 DH4762:                Primary Azimuth Mark                     Grid Az
 DH4762:SPC NC       -  CANAL                                    180 01 02.9
 DH4762:UTM  17      -  CANAL                                    178 53 57.4
 DH4762
 DH4762|---------------------------------------------------------------------|
 DH4762| PID    Reference Object                     Distance      Geod. Az  |
 DH4762|                                                           dddmmss.s |
 DH4762| DH4763 CANAL                               APPROX. 0.6 KM 1802210.1 |
 DH4762|---------------------------------------------------------------------|
 DH4762
 DH4762                          SUPERSEDED SURVEY CONTROL
 DH4762
 DH4762  NAD 83(1986)-  34 16 02.74698(N)    078 23 24.51417(W) AD(       ) 1
 DH4762  NAD 83(2001)-  34 16 02.73982(N)    078 23 24.50432(W) AD(       ) 1
 DH4762  ELLIP H (05/12/05)  -20.055  (m)                       GP(       ) 4 1
 DH4762
 DH4762.Superseded values are not recommended for survey control.
 DH4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4762.See file dsdata.txt to determine how the superseded data were derived.
 DH4762
 DH4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4028894891(NAD 83)
 DH4762_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4762_STAMPING: BAY 1997
 DH4762_MARK LOGO: NCGS  
 DH4762_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4762+STABILITY: SURFACE MOTION
 DH4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4762+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DH4762
 DH4762  HISTORY     - Date     Condition        Report By
 DH4762  HISTORY     - 1997     MONUMENTED       NCGS
 DH4762
 DH4762                          STATION DESCRIPTION
 DH4762
 DH4762'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 DH4762'STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) WEST-SOUTHWEST OF DELCO AND
 DH4762'3.4 MI (5.5 KM) SOUTH OF BOLTON. PROCEED ALONG NC 211 FOR 4.1 MI (6.6
 DH4762'KM) SOUTH FROM NC 214 TO STATION ACROSS HIGHWAY DITCH IN CLEARED
 DH4762'UTILITY RIGHT-OF-WAY OR 2.35 MI (3.78 KM) NORTH OF SR 1842 (CAROLINA
 DH4762'AVENUE). MARK IS ABOUT 1-FOOT LOWER THAN NC 211 AND RECESSED 2-INCHES.
 DH4762'LOCATED 75.0 FT (22.9 M) WEST OF THE CENTERLINE OF NC 211, 52.2 FT
 DH4762'(15.9 M) WEST OF A FIBER OPTIC CABLE WARNING POST,---98.9 FTNORTHEAST
 DH4762'OF A 20-INCH PINE, 71.7 FT (21.9 M) EAST OF A 14-INCH PINE, AND 113.8
 DH4762'FT (34.7 M) SOUTH OF A 18-INCH PINE--- ALL THREE TREES HAVE REFERENCE
 DH4762'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3260 ***********************************************************************
 EY3260  DESIGNATION -  BAY 2
 EY3260  PID         -  EY3260
 EY3260  STATE/COUNTY-  NC/HYDE
 EY3260  USGS QUAD   -  FAIRFIELD NE (1974)
 EY3260
 EY3260                         *CURRENT SURVEY CONTROL
 EY3260  ___________________________________________________________________
 EY3260* NAD 83(2001)-  35 39 56.90110(N)    076 04 26.27660(W)     ADJUSTED  
 EY3260* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3260  ___________________________________________________________________
 EY3260  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EY3260  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EY3260  HORZ ORDER  -  THIRD
 EY3260
 EY3260.The horizontal coordinates were established by classical geodetic methods
 EY3260.and adjusted by the National Geodetic Survey in August 2005.
 EY3260
 EY3260.The orthometric height was scaled from a topographic map.
 EY3260
 EY3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3260
 EY3260.The geoid height was determined by GEOID03.
 EY3260
 EY3260;                    North         East     Units Scale Factor Converg.
 EY3260;SPC NC       -   216,426.467   874,466.650   MT  0.99989863   +1 41 19.8
 EY3260;SPC NC       -   710,059.17  2,868,979.33   sFT  0.99989863   +1 41 19.8
 EY3260;UTM  18      - 3,947,413.669   402,797.448   MT  0.99971643   -0 37 34.4
 EY3260
 EY3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3260!SPC NC       -   1.00000612  x   0.99989863  =   0.99990474
 EY3260!UTM  18      -   1.00000612  x   0.99971643  =   0.99972254
 EY3260
 EY3260|---------------------------------------------------------------------|
 EY3260| PID    Reference Object                     Distance      Geod. Az  |
 EY3260|                                                           dddmmss.s |
 EY3260| EY3259 BAY                                   7.084 METERS 04139     |
 EY3260| EY3253 TRAM                                APPROX. 2.0 KM 0424020.0 |
 EY3260| EY4759 BAY 2 RM 2                           13.205 METERS 21641     |
 EY3260| EY4758 BAY 2 RM 1                           13.065 METERS 24142     |
 EY3260|---------------------------------------------------------------------|
 EY3260
 EY3260                          SUPERSEDED SURVEY CONTROL
 EY3260
 EY3260  NAD 83(1986)-  35 39 56.91384(N)    076 04 26.28302(W) AD(       ) 3
 EY3260  NAD 27      -  35 39 56.31800(N)    076 04 27.58600(W) AD(       ) 3
 EY3260
 EY3260.Superseded values are not recommended for survey control.
 EY3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3260.See file dsdata.txt to determine how the superseded data were derived.
 EY3260
 EY3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0279747414(NAD 83)
 EY3260_MARKER: DS = TRIANGULATION STATION DISK
 EY3260_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3260_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3260
 EY3260  HISTORY     - Date     Condition        Report By
 EY3260  HISTORY     - 1935     MONUMENTED       CGS
 EY3260  HISTORY     - 1951     GOOD             CGS
 EY3260
 EY3260                          STATION DESCRIPTION
 EY3260
 EY3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EY3260'STATION IS LOCATED ON A SMALL POINT ON THE S SIDE OF ALLIGATOR
 EY3260'RIVER WHICH JUTS OUT INTO A SMALL BAY FORMED BY DEEP POINT TO THE
 EY3260'E END AND CYPRESS POINT TO THE W, DIRECTLY ACROSS THE RIVER FROM
 EY3260'BEAR POINT AND BEACON NO. 18.
 EY3260'
 EY3260'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 EY3260'TOP OF A TILE.
 EY3260'
 EY3260'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 EY3260'
 EY3260'STATION AND REFERENCE MARKS ARE STAMPED WITH NAME, DATE AND
 EY3260'NUMBER AND EXTEND ABOUT 8 INCHES ABOVE GROUND.
 EY3260'
 EY3260'THE AREA AROUND THE STATION AND REFERENCE MARKS IS VERY LOW
 EY3260'AND STUMPY, AND IS COVERED AT HIGH WATER.  CAN BE REACHED BY WATER
 EY3260'ONLY.
 EY3260
 EY3260                          STATION RECOVERY (1951)
 EY3260
 EY3260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3260'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 EY3260'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3260'
 EY3260'STATION IS LOCATED ON THE S SIDE OF THE ALLIGATOR RIVER ON A
 EY3260'SMALL BUT PROMINENT POINT KNOWN AS CYPRESS POINT, AT EXTREME TIP
 EY3260'OF A SMALL MARSHY ISLET, THE E OF TWO SUCH ISLETS.  STATION IS
 EY3260'WITNESSED BY A TRIANGULAR-BLAZED 30-INCH CYPRESS 22.9 FEET E OF
 EY3260'THE STATION.  IT IS STAMPED BAY 2 1935.
 EY3260'
 EY3260'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THEY
 EY3260'ARE LOCATED ON THE W ISLET MENTIONED ABOVE.  REFERENCE MARK 1 IS
 EY3260'AT THE NW TIP AND REFERENCE MARK 2 IS AT THE SE TIP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6116 ***********************************************************************
 AE6116  DESIGNATION -  BAY CITY
 AE6116  PID         -  AE6116
 AE6116  STATE/COUNTY-  NC/PAMLICO
 AE6116  USGS QUAD   -  BAYBORO (1983)
 AE6116
 AE6116                         *CURRENT SURVEY CONTROL
 AE6116  ___________________________________________________________________
 AE6116* NAD 83(2007)-  35 10 38.63500(N)    076 46 12.49276(W)     ADJUSTED  
 AE6116* NAVD 88     -         4.066  (meters)      13.34   (feet)  ADJUSTED  
 AE6116  ___________________________________________________________________
 AE6116  EPOCH DATE  -        2002.00
 AE6116  X           -   1,194,431.067 (meters)                     COMP
 AE6116  Y           -  -5,080,570.303 (meters)                     COMP
 AE6116  Z           -   3,653,951.959 (meters)                     COMP
 AE6116  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AE6116  ELLIP HEIGHT-         -33.281 (meters)          (02/10/07) ADJUSTED
 AE6116  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AE6116  DYNAMIC HT  -           4.062 (meters)      13.33  (feet)  COMP
 AE6116
 AE6116  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6116  Type    PID    Designation                      North   East  Ellip
 AE6116  -------------------------------------------------------------------
 AE6116  NETWORK AE6116 BAY CITY                          0.65   0.53   1.69
 AE6116  -------------------------------------------------------------------
 AE6116  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 AE6116
 AE6116  VERT ORDER  -  SECOND    CLASS II
 AE6116
 AE6116.The horizontal coordinates were established by GPS observations
 AE6116.and adjusted by the National Geodetic Survey in February 2007.
 AE6116
 AE6116.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6116.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6116.The horizontal coordinates are valid at the epoch date displayed above.
 AE6116.The epoch date for horizontal control is a decimal equivalence
 AE6116.of Year/Month/Day.
 AE6116
 AE6116.The orthometric height was determined by differential leveling
 AE6116.and adjusted in June 1998.
 AE6116
 AE6116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6116
 AE6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6116
 AE6116.The ellipsoidal height was determined by GPS observations
 AE6116.and is referenced to NAD 83.
 AE6116
 AE6116.The geoid height was determined by GEOID03.
 AE6116
 AE6116.The dynamic height is computed by dividing the NAVD 88
 AE6116.geopotential number by the normal gravity value computed on the
 AE6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6116.degrees latitude (g = 980.6199 gals.).
 AE6116
 AE6116.The modeled gravity was interpolated from observed gravity values.
 AE6116
 AE6116;                    North         East     Units Scale Factor Converg.
 AE6116;SPC NC       -   160,622.121   812,678.252   MT  0.99987343   +1 17 13.2
 AE6116;SPC NC       -   526,974.41  2,666,261.90   sFT  0.99987343   +1 17 13.2
 AE6116;UTM  18      - 3,894,150.919   338,812.774   MT  0.99992020   -1 01 12.0
 AE6116
 AE6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6116!SPC NC       -   1.00000522  x   0.99987343  =   0.99987865
 AE6116!UTM  18      -   1.00000522  x   0.99992020  =   0.99992542
 AE6116
 AE6116                          SUPERSEDED SURVEY CONTROL
 AE6116
 AE6116  NAD 83(2001)-  35 10 38.63554(N)    076 46 12.49189(W) AD(       ) 1
 AE6116  ELLIP H (03/13/03)  -33.283  (m)                       GP(       ) 4 2
 AE6116  NAD 83(1986)-  35 10 38.64624(N)    076 46 12.50187(W) AD(       ) 1
 AE6116  NGVD 29 (04/21/98)    4.45   (m)           14.6    (f) LEVELING    3  
 AE6116
 AE6116.Superseded values are not recommended for survey control.
 AE6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6116.See file dsdata.txt to determine how the superseded data were derived.
 AE6116
 AE6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3881394151(NAD 83)
 AE6116_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6116_STAMPING: BAY CITY 1988
 AE6116_MARK LOGO: NCGS  
 AE6116_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6116+STABILITY: SURFACE MOTION
 AE6116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6116+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 AE6116
 AE6116  HISTORY     - Date     Condition        Report By
 AE6116  HISTORY     - 1988     MONUMENTED       NCGS
 AE6116  HISTORY     - 19960513 GOOD             NCGS
 AE6116  HISTORY     - 20010515 SEE DESCRIPTION  NCGS
 AE6116
 AE6116                          STATION DESCRIPTION
 AE6116
 AE6116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6116'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF BAYBORO.$ALONG SR
 AE6116'1002 FOR 2.50 MI (4.02 KM) NORTH FROM NC 55 (IN BAYBORO) OR 3.20 MI
 AE6116'(5.15 KM) SOUTH FROM THE BEAUFORT/PAMLICO COUNTY LINE, IN THE
 AE6116'SHOULDER.$MARK IS ABOUT LEVEL WITH SR 1002 AND IS RECESSED 2 INCHES
 AE6116'BELOW THE GROUND.  LOCATED 7.80 M (25.59 FT) EAST OF THE CENTERLINE OF
 AE6116'SR 1002, AND 0.60 M (1.97 FT) WEST OF A WITNESS POST.
 AE6116
 AE6116                          STATION RECOVERY (1996)
 AE6116
 AE6116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE6116'RECOVERED AS DESCRIBED EXCEPT MAY BE SLIGHTLY TILTED. MARK IS LOCATED
 AE6116'25.7 FT (7.8 M) EAST OF THE CENTERLINE OF SR 1002, 15.6 FT (4.8 M)
 AE6116'EAST OF A TAG ON THE EDGE OF THE PAVEMENT, AND ABOUT 14 FT (4.3 M)
 AE6116'SOUTH OF AN EAST-WEST DITCH PROLONGATION (ACROSS ROAD).
 AE6116
 AE6116                          STATION RECOVERY (2001)
 AE6116
 AE6116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE6116'RECOVERED DESTROYED. FOUND LEANING AND LOOSE, DISK RETREIVED THIS
 AE6116'DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6115 ***********************************************************************
 AE6115  DESIGNATION -  BAY CITY AZ MK
 AE6115  PID         -  AE6115
 AE6115  STATE/COUNTY-  NC/PAMLICO
 AE6115  USGS QUAD   -  BAYBORO (1983)
 AE6115
 AE6115                         *CURRENT SURVEY CONTROL
 AE6115  ___________________________________________________________________
 AE6115* NAD 83(2007)-  35 11 12.06418(N)    076 46 16.05796(W)     ADJUSTED  
 AE6115* NAVD 88     -         4.465  (meters)      14.65   (feet)  ADJUSTED  
 AE6115  ___________________________________________________________________
 AE6115  EPOCH DATE  -        2002.00
 AE6115  X           -   1,194,207.489 (meters)                     COMP
 AE6115  Y           -  -5,080,013.432 (meters)                     COMP
 AE6115  Z           -   3,654,794.201 (meters)                     COMP
 AE6115  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AE6115  ELLIP HEIGHT-         -32.887 (meters)          (02/10/07) ADJUSTED
 AE6115  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AE6115  DYNAMIC HT  -           4.461 (meters)      14.64  (feet)  COMP
 AE6115
 AE6115  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6115  Type    PID    Designation                      North   East  Ellip
 AE6115  -------------------------------------------------------------------
 AE6115  NETWORK AE6115 BAY CITY AZ MK                    0.67   0.53   2.23
 AE6115  -------------------------------------------------------------------
 AE6115  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 AE6115
 AE6115  VERT ORDER  -  SECOND    CLASS II
 AE6115
 AE6115.The horizontal coordinates were established by GPS observations
 AE6115.and adjusted by the National Geodetic Survey in February 2007.
 AE6115
 AE6115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6115.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6115.The horizontal coordinates are valid at the epoch date displayed above.
 AE6115.The epoch date for horizontal control is a decimal equivalence
 AE6115.of Year/Month/Day.
 AE6115
 AE6115.The orthometric height was determined by differential leveling
 AE6115.and adjusted in June 1998.
 AE6115
 AE6115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6115
 AE6115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6115
 AE6115.The ellipsoidal height was determined by GPS observations
 AE6115.and is referenced to NAD 83.
 AE6115
 AE6115.The geoid height was determined by GEOID03.
 AE6115
 AE6115.The dynamic height is computed by dividing the NAVD 88
 AE6115.geopotential number by the normal gravity value computed on the
 AE6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6115.degrees latitude (g = 980.6199 gals.).
 AE6115
 AE6115.The modeled gravity was interpolated from observed gravity values.
 AE6115
 AE6115;                    North         East     Units Scale Factor Converg.
 AE6115;SPC NC       -   161,649.917   812,564.950   MT  0.99987323   +1 17 11.2
 AE6115;SPC NC       -   530,346.44  2,665,890.17   sFT  0.99987323   +1 17 11.2
 AE6115;UTM  18      - 3,895,182.492   338,740.935   MT  0.99992049   -1 01 14.9
 AE6115
 AE6115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6115!SPC NC       -   1.00000516  x   0.99987323  =   0.99987839
 AE6115!UTM  18      -   1.00000516  x   0.99992049  =   0.99992565
 AE6115
 AE6115                          SUPERSEDED SURVEY CONTROL
 AE6115
 AE6115  NAD 83(2001)-  35 11 12.06471(N)    076 46 16.05710(W) AD(       ) 1
 AE6115  ELLIP H (03/13/03)  -32.890  (m)                       GP(       ) 4 2
 AE6115  NAD 83(1986)-  35 11 12.07539(N)    076 46 16.06706(W) AD(       ) 1
 AE6115  NAD 83(1986)-  35 11 12.07762(N)    076 46 16.06419(W) AD(       ) 2
 AE6115  NAVD 88 (01/30/02)    4.46   (m)           14.6    (f) LEVELING    3  
 AE6115  NGVD 29 (04/21/98)    4.85   (m)           15.9    (f) LEVELING    3  
 AE6115
 AE6115.Superseded values are not recommended for survey control.
 AE6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6115.See file dsdata.txt to determine how the superseded data were derived.
 AE6115
 AE6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3874195182(NAD 83)
 AE6115_MARKER: DZ = AZIMUTH MARK DISK
 AE6115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6115_STAMPING: BAY CITY 1988
 AE6115_MARK LOGO: NCGS  
 AE6115_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6115+STABILITY: SURFACE MOTION
 AE6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6115+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 AE6115
 AE6115  HISTORY     - Date     Condition        Report By
 AE6115  HISTORY     - 1988     MONUMENTED       NCGS
 AE6115  HISTORY     - 19960513 GOOD             NCGS
 AE6115  HISTORY     - 20010730 GOOD             NCGS
 AE6115
 AE6115                          STATION DESCRIPTION
 AE6115
 AE6115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6115'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH OF BAYBORO.$ALONG SR
 AE6115'1002 FOR 3.15 MI (5.07 KM) NORTH FROM NC 55 (IN BAYBORO) OR 2.55 MI
 AE6115'(4.10 KM) SOUTH FROM THE COUNTY LINE, AT A DIRT DRIVE TO A METAL
 AE6115'BUILDING, IN THE SHOULDER.$MARK IS LEVEL THE ROAD AND IS FLUSH WITH
 AE6115'THE GROUND.  LOCATED 7.75 M (25.43 FT) WEST OF THE CENTERLINE OF SR
 AE6115'1002, 18.30 M (60.04 FT) EAST OF A TELEPHONE PEDESTAL, 38.25 M (125.49
 AE6115'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, AND
 AE6115'46.90 M (153.87 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND A
 AE6115'REFERENCE TAG.
 AE6115
 AE6115                          STATION RECOVERY (1996)
 AE6115
 AE6115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE6115'RECOVERED AS DESCRIBED. MARK IS 10 FT (3.0 M) SOUTH OF A DIRT DRIVE TO
 AE6115'THE METAL BUILDING.
 AE6115
 AE6115                          STATION RECOVERY (2001)
 AE6115
 AE6115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE6115'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 AE6115'LOCATED 62.8 FT (19.1 M) EAST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2433 ***********************************************************************
 DD2433  DESIGNATION -  BAY NCGS 1970
 DD2433  PID         -  DD2433
 DD2433  STATE/COUNTY-  NC/BRUNSWICK
 DD2433  USGS QUAD   -  SOUTHPORT (1990)
 DD2433
 DD2433                         *CURRENT SURVEY CONTROL
 DD2433  ___________________________________________________________________
 DD2433* NAD 83(2001)-  33 55 00.10009(N)    078 01 08.28378(W)     ADJUSTED  
 DD2433* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 DD2433  ___________________________________________________________________
 DD2433  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DD2433  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 DD2433  HORZ ORDER  -  SECOND
 DD2433
 DD2433.The horizontal coordinates were established by classical geodetic methods
 DD2433.and adjusted by the National Geodetic Survey in August 2005.
 DD2433
 DD2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2433
 DD2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2433
 DD2433.The geoid height was determined by GEOID03.
 DD2433
 DD2433;                    North         East     Units Scale Factor Converg.
 DD2433;SPC NC       -    18,941.238   700,333.405   MT  1.00014139   +0 33 58.4
 DD2433;SPC NC       -    62,143.05  2,297,677.18   sFT  1.00014139   +0 33 58.4
 DD2433;UTM  17      - 3,756,922.093   775,607.594   MT  1.00053650   +1 39 51.9
 DD2433;UTM  18      - 3,757,024.693   220,883.908   MT  1.00056050   -1 41 08.3
 DD2433
 DD2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2433!SPC NC       -   1.00000564  x   1.00014139  =   1.00014703
 DD2433!UTM  17      -   1.00000564  x   1.00053650  =   1.00054214
 DD2433!UTM  18      -   1.00000564  x   1.00056050  =   1.00056614
 DD2433
 DD2433|---------------------------------------------------------------------|
 DD2433| PID    Reference Object                     Distance      Geod. Az  |
 DD2433|                                                           dddmmss.s |
 DD2433| DD0054 GAR 2 RESET                         215.633 METERS 05755     |
 DD2433| DD1128 HOWE                                311.771 METERS 34808     |
 DD2433|---------------------------------------------------------------------|
 DD2433
 DD2433                          SUPERSEDED SURVEY CONTROL
 DD2433
 DD2433  NAD 83(1986)-  33 55 00.11288(N)    078 01 08.29365(W) AD(       ) 2
 DD2433  NAD 27      -  33 54 59.48660(N)    078 01 09.32819(W) AD(       ) 2
 DD2433  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG    3  
 DD2433
 DD2433.Superseded values are not recommended for survey control.
 DD2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2433.See file dsdata.txt to determine how the superseded data were derived.
 DD2433
 DD2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7560856922(NAD 83)
 DD2433_MARKER: DE = TRAVERSE STATION DISK
 DD2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2433+STABILITY: SURFACE MOTION
 DD2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2433+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 DD2433
 DD2433  HISTORY     - Date     Condition        Report By
 DD2433  HISTORY     - 1970     MONUMENTED       NCGS
 DD2433  HISTORY     - 20010614 GOOD             USPSQD
 DD2433  HISTORY     - 20021230 GOOD             USPSQD
 DD2433  HISTORY     - 20040120 GOOD             USPSQD
 DD2433  HISTORY     - 20050124 GOOD             USPSQD
 DD2433  HISTORY     - 20060206 GOOD             USPSQD
 DD2433
 DD2433                          STATION DESCRIPTION
 DD2433
 DD2433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 DD2433'BAY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 DD2433'VICINITY OF SOUTHPORT, NORTH CAROLINA.
 DD2433'
 DD2433'BAY IS LOCATED APPROXIMATELY 0.4 MILE SOUTH OF SOUTHPORT.  TO REACH
 DD2433'STATION PROCEED FROM THE INTERSECTION OF NC 211 (HOWE ST.) AND NASH
 DD2433'ST. IN SOUTHPORT, GO SOUTH ON HOWE STREET FOR 0.15 MILE TO END OF
 DD2433'HOWE ST. AND BAY STREET GOING EAST AND WEST.  STATION IS ON THE
 DD2433'SOUTH SIDE OF BAY STREET, MIDWAY BETWEEN STREET AND WATER FRONT.
 DD2433'
 DD2433'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BAY
 DD2433'1970, SET IN THE TOP OF A CONCRETE CYLINDER WITH ROUND 9 INCH STEEL
 DD2433'VALVE BOX WITH COVER, AND IS 3 INCHES BELOW THE SURFACE OF THE
 DD2433'GROUND.
 DD2433'
 DD2433'MARK IS
 DD2433'
 DD2433'125.9 FT SSE OF C/L OF BAY STREET
 DD2433'
 DD2433'22.4 FT E OF ALUMINUM REF. TAG ON PP W/TRANSFORMER AND DUSK TO
 DD2433'DAWN LIGHT
 DD2433'
 DD2433'78.4 FT ENE OF ALUMINUM REF. TAG ON POWER SERVICE POLE
 DD2433'
 DD2433'87.5 FT SSW OF ALUMINUM REF. TAG ON TP
 DD2433'
 DD2433'40.9 FT ESE OF SE CORNER OF MACKS CAFE
 DD2433'
 DD2433'23.9 FT SW OF CENTER OF 2X2 METAL DRAIN GRATE
 DD2433'
 DD2433'77.7 FT S OF OLD SHIP ANCHOR
 DD2433
 DD2433                          STATION RECOVERY (2001)
 DD2433
 DD2433'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD2433'RECOVERED IN GOOD CONDITION.
 DD2433
 DD2433                          STATION RECOVERY (2002)
 DD2433
 DD2433'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 DD2433'RECOVERED IN GOOD CONDITION.
 DD2433
 DD2433                          STATION RECOVERY (2004)
 DD2433
 DD2433'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2433'RECOVERED IN GOOD CONDITION.
 DD2433
 DD2433                          STATION RECOVERY (2005)
 DD2433
 DD2433'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2433'RECOVERED IN GOOD CONDITION.
 DD2433
 DD2433                          STATION RECOVERY (2006)
 DD2433
 DD2433'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD2433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0657 ***********************************************************************
 EX0657  DESIGNATION -  BAY POINT
 EX0657  PID         -  EX0657
 EX0657  STATE/COUNTY-  NC/DARE
 EX0657  USGS QUAD   -  BUFFALO CITY (1980)
 EX0657
 EX0657                         *CURRENT SURVEY CONTROL
 EX0657  ___________________________________________________________________
 EX0657* NAD 83(2001)-  35 52 00.04900(N)    075 59 27.45057(W)     ADJUSTED  
 EX0657* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0657  ___________________________________________________________________
 EX0657  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EX0657  GEOID HEIGHT-         -38.80  (meters)                     GEOID03
 EX0657  HORZ ORDER  -  THIRD
 EX0657
 EX0657.The horizontal coordinates were established by classical geodetic methods
 EX0657.and adjusted by the National Geodetic Survey in August 2005.
 EX0657
 EX0657.The orthometric height was scaled from a topographic map.
 EX0657
 EX0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0657
 EX0657.The geoid height was determined by GEOID03.
 EX0657
 EX0657;                    North         East     Units Scale Factor Converg.
 EX0657;SPC NC       -   238,926.868   881,302.795   MT  0.99993007   +1 44 12.2
 EX0657;SPC NC       -   783,879.23  2,891,407.59   sFT  0.99993007   +1 44 12.2
 EX0657;UTM  18      - 3,969,614.829   410,535.773   MT  0.99969862   -0 34 50.3
 EX0657
 EX0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0657!SPC NC       -   1.00000598  x   0.99993007  =   0.99993605
 EX0657!UTM  18      -   1.00000598  x   0.99969862  =   0.99970460
 EX0657
 EX0657|---------------------------------------------------------------------|
 EX0657| PID    Reference Object                     Distance      Geod. Az  |
 EX0657|                                                           dddmmss.s |
 EX0657| EX0714 BAY POINT RM 2                                     02017     |
 EX0657| EX0715 BAY POINT RM 3                                     04546     |
 EX0657| EX0713 BAY POINT RM 1                                     09314     |
 EX0657| EX0716 BAY POINT RM 4                                     10539     |
 EX0657| EX0717 BAY POINT RM 5                                     15309     |
 EX0657| EX0659 CYPRESS                             APPROX. 6.0 KM 1821510.9 |
 EX0657|---------------------------------------------------------------------|
 EX0657
 EX0657                          SUPERSEDED SURVEY CONTROL
 EX0657
 EX0657  NAD 83(1986)-  35 52 00.06380(N)    075 59 27.46021(W) AD(       ) 3
 EX0657  NAD 27      -  35 51 59.49400(N)    075 59 28.76800(W) AD(       ) 3
 EX0657
 EX0657.Superseded values are not recommended for survey control.
 EX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0657.See file dsdata.txt to determine how the superseded data were derived.
 EX0657
 EX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1053669615(NAD 83)
 EX0657_MARKER: DS = TRIANGULATION STATION DISK
 EX0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0657
 EX0657  HISTORY     - Date     Condition        Report By
 EX0657  HISTORY     - 1914     MONUMENTED       CGS
 EX0657  HISTORY     - 1935     MARK NOT FOUND   CGS
 EX0657
 EX0657                          STATION DESCRIPTION
 EX0657
 EX0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 EX0657'STATION IS ON THE E SIDE OF ALLIGATOR RIVER, ABOUT 7 MILES FROM
 EX0657'THE MOUTH, ON A POINT OF THE SAME NAME, 3 YARDS FROM THE WATERS
 EX0657'EDGE.  THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE.
 EX0657'A NAIL IN A STAKE DRIVEN AS A SUPPORT
 EX0657'FOR CONCRETE BLOCK OF THE SURFACE MARK FORMS AN UNDERGROUND
 EX0657'STATION MARK.  THE REFERENCE MARK IS A STANDARD BRONZE DISK SET
 EX0657'IN CONCRETE IN THE TOP OF A TILE, THE
 EX0657'SUPPORTING STAKE HAVING A NAIL IN THE TOP.  IT IS 16.205
 EX0657'METERS (53.17 FEET) FROM THE STATION S 86 DEG 46 MIN E.
 EX0657'FOUR WITNESS MARKS, ON BAY TREES, ARE AT THE FOLLOWING
 EX0657'DISTANCES AND BEARINGS FROM THE STATION--11.944 METERS
 EX0657'(39.19 FEET) N 20 DEG 17 MIN E.  8.258 METERS
 EX0657'(27.09 FEET) N 45 DEG 46 MIN E.  9.345 METERS (30.66
 EX0657'FEET) S 74 DEG 21 MIN E.  AND 9.494 METERS (31.15
 EX0657'FEET) S 26 DEG 51 MIN E.
 EX0657
 EX0657                          STATION RECOVERY (1935)
 EX0657
 EX0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EX0657'STATION LOST THROUGH EROSION.  ITS POSITION IS MORE THAN 60
 EX0657'METERS OUT IN THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0658 ***********************************************************************
 EX0658  DESIGNATION -  BAY POINT 2
 EX0658  PID         -  EX0658
 EX0658  STATE/COUNTY-  NC/DARE
 EX0658  USGS QUAD   -  BUFFALO CITY (1980)
 EX0658
 EX0658                         *CURRENT SURVEY CONTROL
 EX0658  ___________________________________________________________________
 EX0658* NAD 83(2001)-  35 51 58.72039(N)    075 59 25.05460(W)     ADJUSTED  
 EX0658* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0658  ___________________________________________________________________
 EX0658  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EX0658  GEOID HEIGHT-         -38.80  (meters)                     GEOID03
 EX0658  HORZ ORDER  -  SECOND
 EX0658
 EX0658.The horizontal coordinates were established by classical geodetic methods
 EX0658.and adjusted by the National Geodetic Survey in August 2005.
 EX0658
 EX0658.The orthometric height was scaled from a topographic map.
 EX0658
 EX0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0658
 EX0658.The geoid height was determined by GEOID03.
 EX0658
 EX0658;                    North         East     Units Scale Factor Converg.
 EX0658;SPC NC       -   238,887.762   881,364.113   MT  0.99993000   +1 44 13.6
 EX0658;SPC NC       -   783,750.93  2,891,608.76   sFT  0.99993000   +1 44 13.6
 EX0658;UTM  18      - 3,969,573.285   410,595.446   MT  0.99969849   -0 34 48.9
 EX0658
 EX0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0658!SPC NC       -   1.00000598  x   0.99993000  =   0.99993598
 EX0658!UTM  18      -   1.00000598  x   0.99969849  =   0.99970447
 EX0658
 EX0658|---------------------------------------------------------------------|
 EX0658| PID    Reference Object                     Distance      Geod. Az  |
 EX0658|                                                           dddmmss.s |
 EX0658| EX0719 BAY POINT 2 RM 2                     16.345 METERS 12654     |
 EX0658| EX0718 BAY POINT 2 RM 1                      6.637 METERS 12656     |
 EX0658| EY3209 INTRACOASTAL WATERWAY BEACON 8      APPROX. 4.0 KM 2430351.1 |
 EX0658| EY3216 SECOND CREEK 3                      APPROX. 4.9 KM 2750132.2 |
 EX0658| EY3191 INTRACOASTAL WATERWAY BEACON 6      APPROX. 3.0 KM 3070641.6 |
 EX0658|---------------------------------------------------------------------|
 EX0658
 EX0658                          SUPERSEDED SURVEY CONTROL
 EX0658
 EX0658  NAD 83(1986)-  35 51 58.73516(N)    075 59 25.06428(W) AD(       ) 2
 EX0658  NAD 27      -  35 51 58.16500(N)    075 59 26.37100(W) AD(       ) 2
 EX0658
 EX0658.Superseded values are not recommended for survey control.
 EX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0658.See file dsdata.txt to determine how the superseded data were derived.
 EX0658
 EX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1059569573(NAD 83)
 EX0658_MARKER: DS = TRIANGULATION STATION DISK
 EX0658_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EX0658_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EX0658
 EX0658  HISTORY     - Date     Condition        Report By
 EX0658  HISTORY     - 1935     MONUMENTED       CGS
 EX0658  HISTORY     - 1951     MARK NOT FOUND   CGS
 EX0658  HISTORY     - 1974     MARK NOT FOUND   USGS
 EX0658
 EX0658                          STATION DESCRIPTION
 EX0658
 EX0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EX0658'STATION IS ON THE E SHORE OF ALLIGATOR RIVER ABOUT 6 MILES
 EX0658'ABOVE THE ENTRANCE, ON A PROMINENT POINT KNOWN AS BAY
 EX0658'POINT.  STATION IS ABOUT 10 METERS SE OF THE EXTREMITY OF THE
 EX0658'POINT AND IS 6 METERS FROM THE WATERS EDGE TO THE N AND 6 METERS
 EX0658'FROM THE WATERS EDGE FROM THE W.  THE POINT IS LOW AND MARSHY
 EX0658'AND NUMEROUS UPROOTED TREES INDICATE THAT THE SHORE LINE IS
 EX0658'RECEDING.  THEREFORE THE STATION MARK IS NOT LIKELY TO BE
 EX0658'PERMANENT.  THE REFERENCE MARKS ARE SE OF THE STATION AND
 EX0658'APPROXIMATELY ON RANGE WITH IT.
 EX0658'
 EX0658'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EX0658'CONCRETE IN THE TOP OF A TILE.
 EX0658'
 EX0658'THE STATION DISK IS STAMPED BAY POINT 2 1935, REFERENCE DISKS
 EX0658'ARE STAMPED BAY POINT 2 1935, NOS. 1 AND 2.
 EX0658'
 EX0658'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 EX0658
 EX0658                          STATION RECOVERY (1951)
 EX0658
 EX0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EX0658'STATION AND REFERENCE MARKS WERE NOT RECOVERED.  THE POINT IS
 EX0658'BADLY ERODED AND NO TRACE OF THE STATION AND REFERENCE MARKS
 EX0658'COULD BE FOUND.  IT IS BELIEVED TO BE LOST.
 EX0658
 EX0658                          STATION RECOVERY (1974)
 EX0658
 EX0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EX0658'STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS PROBABLY
 EX0658'DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3561 ***********************************************************************
 EY3561  DESIGNATION -  BAY POINT BEACON
 EY3561  PID         -  EY3561
 EY3561  STATE/COUNTY-  NC/PAMLICO
 EY3561  USGS QUAD   -  JONES BAY (1993)
 EY3561
 EY3561                         *CURRENT SURVEY CONTROL
 EY3561  ___________________________________________________________________
 EY3561* NAD 83(2001)-  35 10 17.99746(N)    076 30 18.71305(W)     ADJUSTED  
 EY3561* NAVD 88     -              **(meters)            **(feet)            
 EY3561  ___________________________________________________________________
 EY3561  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EY3561  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY3561  HORZ ORDER  -  THIRD
 EY3561
 EY3561.The horizontal coordinates were established by classical geodetic methods
 EY3561.and adjusted by the National Geodetic Survey in August 2005.
 EY3561
 EY3561
 EY3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3561
 EY3561.The geoid height was determined by GEOID03.
 EY3561
 EY3561;                    North         East     Units Scale Factor Converg.
 EY3561;SPC NC       -   160,560.577   836,817.802   MT  0.99987356   +1 26 23.7
 EY3561;SPC NC       -   526,772.49  2,745,459.74   sFT  0.99987356   +1 26 23.7
 EY3561;UTM  18      - 3,893,117.691   362,930.309   MT  0.99983155   -0 52 01.8
 EY3561
 EY3561                          SUPERSEDED SURVEY CONTROL
 EY3561
 EY3561  NAD 83(1986)-  35 10 18.01112(N)    076 30 18.72447(W) AD(       ) 4
 EY3561  NAD 27      -  35 10 17.42400(N)    076 30 19.98400(W) AD(       ) 3
 EY3561
 EY3561.Superseded values are not recommended for survey control.
 EY3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3561.See file dsdata.txt to determine how the superseded data were derived.
 EY3561
 EY3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6293093118(NAD 83)
 EY3561_MARKER: 14 = NAVIGATION LIGHT
 EY3561
 EY3561  HISTORY     - Date     Condition        Report By
 EY3561  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3561  HISTORY     - 1948     GOOD             CGS
 EY3561
 EY3561                          STATION DESCRIPTION
 EY3561
 EY3561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3561'ACCORDING TO LIGHT LIST INTRACOASTAL WATERWAY OF THE U.S., 1947,
 EY3561'PAGE 14, THIS STATION NOW KNOWN AS BAY PT. LIGHT, WAS LAST
 EY3561'REBUILT IN 1934.  THE BUOY TENDER IN HOBUCKEN, N.C. CLAIMS THAT
 EY3561'NO LIGHTS OR DAY BEACONS HAVE BEEN MOVED IN FIVE YEARS AND THAT
 EY3561'BAY PT. BEACON HAS NOT BEEN MOVED SINCE 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3562 ***********************************************************************
 EY3562  DESIGNATION -  BAY POINT BEACON
 EY3562  PID         -  EY3562
 EY3562  STATE/COUNTY-  NC/PAMLICO
 EY3562  USGS QUAD   -  JONES BAY (1993)
 EY3562
 EY3562                         *CURRENT SURVEY CONTROL
 EY3562  ___________________________________________________________________
 EY3562* NAD 83(2001)-  35 10 19.83009(N)    076 30 18.76669(W)     ADJUSTED  
 EY3562* NAVD 88     -              **(meters)            **(feet)            
 EY3562  ___________________________________________________________________
 EY3562  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EY3562  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY3562  HORZ ORDER  -  THIRD
 EY3562
 EY3562.The horizontal coordinates were established by classical geodetic methods
 EY3562.and adjusted by the National Geodetic Survey in August 2005.
 EY3562
 EY3562
 EY3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3562
 EY3562.The geoid height was determined by GEOID03.
 EY3562
 EY3562;                    North         East     Units Scale Factor Converg.
 EY3562;SPC NC       -   160,616.996   836,815.027   MT  0.99987355   +1 26 23.7
 EY3562;SPC NC       -   526,957.59  2,745,450.63   sFT  0.99987355   +1 26 23.7
 EY3562;UTM  18      - 3,893,174.173   362,929.807   MT  0.99983155   -0 52 01.9
 EY3562
 EY3562                          SUPERSEDED SURVEY CONTROL
 EY3562
 EY3562  NAD 83(1986)-  35 10 19.84384(N)    076 30 18.77853(W) AD(       ) 4
 EY3562  NAD 27      -  35 10 19.25000(N)    076 30 20.03400(W) AD(       ) 3
 EY3562
 EY3562.Superseded values are not recommended for survey control.
 EY3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3562.See file dsdata.txt to determine how the superseded data were derived.
 EY3562
 EY3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6293093174(NAD 83)
 EY3562_MARKER: 14 = NAVIGATION LIGHT
 EY3562
 EY3562  HISTORY     - Date     Condition        Report By
 EY3562  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY3562
 EY3562                          STATION DESCRIPTION
 EY3562
 EY3562'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3563 ***********************************************************************
 EY3563  DESIGNATION -  BAY POINT LIGHT
 EY3563  PID         -  EY3563
 EY3563  STATE/COUNTY-  NC/PAMLICO
 EY3563  USGS QUAD   -  JONES BAY (1993)
 EY3563
 EY3563                         *CURRENT SURVEY CONTROL
 EY3563  ___________________________________________________________________
 EY3563* NAD 83(2001)-  35 10 17.52052(N)    076 30 31.17371(W)     ADJUSTED  
 EY3563* NAVD 88     -              **(meters)            **(feet)            
 EY3563  ___________________________________________________________________
 EY3563  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EY3563  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY3563  HORZ ORDER  -  THIRD
 EY3563
 EY3563.The horizontal coordinates were established by classical geodetic methods
 EY3563.and adjusted by the National Geodetic Survey in August 2005.
 EY3563
 EY3563
 EY3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3563
 EY3563.The geoid height was determined by GEOID03.
 EY3563
 EY3563;                    North         East     Units Scale Factor Converg.
 EY3563;SPC NC       -   160,537.969   836,502.997   MT  0.99987357   +1 26 16.5
 EY3563;SPC NC       -   526,698.32  2,744,426.92   sFT  0.99987357   +1 26 16.5
 EY3563;UTM  18      - 3,893,107.773   362,614.861   MT  0.99983261   -0 52 09.0
 EY3563
 EY3563                          SUPERSEDED SURVEY CONTROL
 EY3563
 EY3563  NAD 83(1986)-  35 10 17.53419(N)    076 30 31.18538(W) AD(       ) 4
 EY3563  NAD 27      -  35 10 16.94200(N)    076 30 32.44400(W) AD(       ) 3
 EY3563
 EY3563.Superseded values are not recommended for survey control.
 EY3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3563.See file dsdata.txt to determine how the superseded data were derived.
 EY3563
 EY3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6261593108(NAD 83)
 EY3563_MARKER: 14 = NAVIGATION LIGHT
 EY3563
 EY3563  HISTORY     - Date     Condition        Report By
 EY3563  HISTORY     - 1913     FIRST OBSERVED   CGS
 EY3563
 EY3563                          STATION DESCRIPTION
 EY3563
 EY3563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0656 ***********************************************************************
 EX0656  DESIGNATION -  BAY POINT PROMINENT PINE
 EX0656  PID         -  EX0656
 EX0656  STATE/COUNTY-  NC/DARE
 EX0656  USGS QUAD   -  BUFFALO CITY (1980)
 EX0656
 EX0656                         *CURRENT SURVEY CONTROL
 EX0656  ___________________________________________________________________
 EX0656* NAD 83(2001)-  35 51 56.09749(N)    075 59 18.06750(W)     ADJUSTED  
 EX0656* NAVD 88     -              **(meters)            **(feet)            
 EX0656  ___________________________________________________________________
 EX0656  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 EX0656  GEOID HEIGHT-         -38.81  (meters)                     GEOID03
 EX0656  HORZ ORDER  -  THIRD
 EX0656
 EX0656.The horizontal coordinates were established by classical geodetic methods
 EX0656.and adjusted by the National Geodetic Survey in August 2005.
 EX0656
 EX0656
 EX0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0656
 EX0656.The geoid height was determined by GEOID03.
 EX0656
 EX0656;                    North         East     Units Scale Factor Converg.
 EX0656;SPC NC       -   238,812.278   881,541.763   MT  0.99992987   +1 44 17.6
 EX0656;SPC NC       -   783,503.28  2,892,191.60   sFT  0.99992987   +1 44 17.6
 EX0656;UTM  18      - 3,969,490.700   410,769.857   MT  0.99969811   -0 34 44.8
 EX0656
 EX0656                          SUPERSEDED SURVEY CONTROL
 EX0656
 EX0656  NAD 83(1986)-  35 51 56.11232(N)    075 59 18.07715(W) AD(       ) 4
 EX0656  NAD 27      -  35 51 55.54000(N)    075 59 19.39000(W) AD(       ) 3
 EX0656
 EX0656.Superseded values are not recommended for survey control.
 EX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0656.See file dsdata.txt to determine how the superseded data were derived.
 EX0656
 EX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1077069491(NAD 83)
 EX0656
 EX0656  HISTORY     - Date     Condition        Report By
 EX0656  HISTORY     - UNK      MONUMENTED
 EX0656  HISTORY     - 1951     MARK NOT FOUND   CGS
 EX0656
 EX0656                          STATION DESCRIPTION
 EX0656
 EX0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EX0656'STATION WAS NOT PREVIOUSLY DESCRIBED.  SINCE THERE IS NO
 EX0656'DESCRIPTION OF THIS STATION, IT WAS NOT RECOVERED.  IT IS
 EX0656'RECOMMENDED THAT THE POSITION BE DELETED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0150 ***********************************************************************
 EY0150  DESIGNATION -  BAYBORO RESET
 EY0150  PID         -  EY0150
 EY0150  STATE/COUNTY-  NC/PAMLICO
 EY0150  USGS QUAD   -  BAYBORO (1983)
 EY0150
 EY0150                         *CURRENT SURVEY CONTROL
 EY0150  ___________________________________________________________________
 EY0150* NAD 83(2007)-  35 08 37.76015(N)    076 46 06.07402(W)     ADJUSTED  
 EY0150* NAVD 88     -         2.286  (meters)       7.50   (feet)  ADJUSTED  
 EY0150  ___________________________________________________________________
 EY0150  EPOCH DATE  -        2002.00
 EY0150  X           -   1,195,079.809 (meters)                     COMP
 EY0150  Y           -  -5,082,619.801 (meters)                     COMP
 EY0150  Z           -   3,650,905.462 (meters)                     COMP
 EY0150  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EY0150  ELLIP HEIGHT-         -35.207 (meters)          (02/10/07) ADJUSTED
 EY0150  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EY0150  DYNAMIC HT  -           2.284 (meters)       7.49  (feet)  COMP
 EY0150
 EY0150  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY0150  Type    PID    Designation                      North   East  Ellip
 EY0150  -------------------------------------------------------------------
 EY0150  NETWORK EY0150 BAYBORO RESET                     0.55   0.45   1.57
 EY0150  -------------------------------------------------------------------
 EY0150  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 EY0150
 EY0150  VERT ORDER  -  THIRD
 EY0150
 EY0150.The horizontal coordinates were established by GPS observations
 EY0150.and adjusted by the National Geodetic Survey in February 2007.
 EY0150
 EY0150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY0150.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY0150.The horizontal coordinates are valid at the epoch date displayed above.
 EY0150.The epoch date for horizontal control is a decimal equivalence
 EY0150.of Year/Month/Day.
 EY0150
 EY0150.The orthometric height was determined by differential leveling
 EY0150.and adjusted in June 1991.
 EY0150
 EY0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY0150
 EY0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0150
 EY0150.The ellipsoidal height was determined by GPS observations
 EY0150.and is referenced to NAD 83.
 EY0150
 EY0150.The geoid height was determined by GEOID03.
 EY0150
 EY0150.The dynamic height is computed by dividing the NAVD 88
 EY0150.geopotential number by the normal gravity value computed on the
 EY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0150.degrees latitude (g = 980.6199 gals.).
 EY0150
 EY0150.The modeled gravity was interpolated from observed gravity values.
 EY0150
 EY0150;                    North         East     Units Scale Factor Converg.
 EY0150;SPC NC       -   156,902.103   812,924.328   MT  0.99987436   +1 17 16.9
 EY0150;SPC NC       -   514,769.65  2,667,069.23   sFT  0.99987436   +1 17 16.9
 EY0150;UTM  18      - 3,890,423.839   338,908.935   MT  0.99991982   -1 01 05.3
 EY0150
 EY0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0150!SPC NC       -   1.00000553  x   0.99987436  =   0.99987989
 EY0150!UTM  18      -   1.00000553  x   0.99991982  =   0.99992535
 EY0150
 EY0150|---------------------------------------------------------------------|
 EY0150| PID    Reference Object                     Distance      Geod. Az  |
 EY0150|                                                           dddmmss.s |
 EY0150| EY4761 BAYBORO RM 2                         33.037 METERS 09911     |
 EY0150| EY4762 BAYBORO RM 3 AZIMUTH                               1773341.9 |
 EY0150| EY4763 BAYBORO RM 4                         20.178 METERS 26443     |
 EY0150| EY4760 BAYBORO RM 1                         33.998 METERS 35807     |
 EY0150|---------------------------------------------------------------------|
 EY0150
 EY0150                          SUPERSEDED SURVEY CONTROL
 EY0150
 EY0150  NAD 83(2001)-  35 08 37.76061(N)    076 46 06.07316(W) AD(       ) 1
 EY0150  ELLIP H (03/13/03)  -35.214  (m)                       GP(       ) 4 2
 EY0150  NAD 83(1986)-  35 08 37.77133(N)    076 46 06.08309(W) AD(       ) 1
 EY0150  NAD 83(1986)-  35 08 37.77261(N)    076 46 06.08745(W) AD(       ) 2
 EY0150  NAD 27      -  35 08 37.15200(N)    076 46 07.28000(W) AD(       ) 2
 EY0150  NAVD 88 (01/30/02)    2.15   (m)            7.1    (f) LEVELING    3  
 EY0150  NGVD 29 (??/??/92)    2.61   (m)            8.6    (f) COMPUTED    3 0
 EY0150
 EY0150.Superseded values are not recommended for survey control.
 EY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0150.See file dsdata.txt to determine how the superseded data were derived.
 EY0150
 EY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3890990424(NAD 83)
 EY0150_MARKER: DH = HORIZONTAL CONTROL DISK
 EY0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0150_SP_SET: CONCRETE POST
 EY0150_STAMPING: BAYBORO 1935 1970
 EY0150_MARK LOGO: CGS   
 EY0150_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0150+STABILITY: SURFACE MOTION
 EY0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0150+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EY0150
 EY0150  HISTORY     - Date     Condition        Report By
 EY0150  HISTORY     - 1970     MONUMENTED       CGS
 EY0150  HISTORY     - 1947     GOOD             NGS
 EY0150  HISTORY     - 1967     POOR             USDA
 EY0150  HISTORY     - 1970     SEE DESCRIPTION  NGS
 EY0150  HISTORY     - 1978     GOOD             NGS
 EY0150  HISTORY     - 1982     GOOD             USPSQD
 EY0150  HISTORY     - 19860101 GOOD             NCGS
 EY0150  HISTORY     - 19860101 GOOD             NCGS
 EY0150  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 EY0150  HISTORY     - 19910925 GOOD             NOS
 EY0150  HISTORY     - 20010515 GOOD             NCGS
 EY0150
 EY0150                          STATION DESCRIPTION
 EY0150
 EY0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EY0150'AT BAYBORO.
 EY0150'STATION IS IN THE TOWN OF BAYBORO ON N SIDE OF HIGHWAY, IN OPEN
 EY0150'YARD BETWEEN MASONIC HALL AND LIVERY STABLE.  A STANDARD DISK SET
 EY0150'IN TOP 10 IN. CONCRETE MONUMENT STAMPED, BAYBORO 1935.  NOTE--
 EY0150'MONUMENT DISTRUBED - DISK INTACT.  MONUMENT LEANING AND ABOUT
 EY0150'3 INCHES UNDERGROUND.  LOCATED ESE FROM SE CORNER OF MASONIC LODGE
 EY0150'BLDG. AND NEAR ANCHOR FOR A POWER POLE GUYWIRE.
 EY0150
 EY0150                          STATION RECOVERY (1967)
 EY0150
 EY0150'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1967
 EY0150'MARK RECOVERED IN POOR CONDITION.
 EY0150
 EY0150                          STATION RECOVERY (1970)
 EY0150
 EY0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EY0150'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 EY0150'AND FOUND TO BE IN GOOD CONDITION.  STATION SURFACE MARK AND
 EY0150'REFERENCE MARKS 1 AND 3 WERE FOUND OUT OF POSITION, APPARENTLY
 EY0150'STRUCK BY GRADER OR BULLDOZING OPERATIONS, AND THE DISKS WERE
 EY0150'RECLAIMED.  A NEW STATION SURFACE MARK WAS SET DIRECTLY OVER THE
 EY0150'UNDERGROUND MARK AND REFERENCE MARK NO. 4 WAS ESTABLISHED.  NO
 EY0150'OTHER STATIONS OR OBJECTS WERE VISIBLE SO AN AZIMUTH MARK WAS
 EY0150'NOT ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 EY0150'REFERENCE MARK NO. 2 BUT THE MEASUREMENT AND THE OBSERVATIONS
 EY0150'WERE MADE THROUGH TREES AND SHRUBBERY.  A COMPLETE NEW
 EY0150'DESCRIPTION FOLLOWS.
 EY0150'
 EY0150'STATION IS LOCATED IN THE VILLAGE OF BAYBORO ON THE PROPERTY OF
 EY0150'THE MASONIC LODGE.  STATION IS 74 FEET NORTH OF THE NORTH CURB OF
 EY0150'STREET, 63 FEET EAST OF THE NORTHEAST CORNER OF LODGE BUILDING,
 EY0150'61 FEET EAST OF THE SOUTHEAST CORNER OF LODGE BUILDING AND NEAR
 EY0150'THE PROPERTY LINE.  THE MARK IS A STANDARD DISK SET FLUSH IN THE
 EY0150'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH
 EY0150'WITH THE GROUND AND THE DISK IS STAMPED BAYBORO 1935 1970.
 EY0150'
 EY0150'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF THE NORTH CURB OF STREET,
 EY0150'1.5 FEET SOUTH OF STEEL WITNESS POST AND BETWEEN SIDEWALK AND
 EY0150'GARDEN.  MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 EY0150'MONUMENT ABOUT 10 INCHES SQUARE, PROJECTS ABOUT 2 INCHES AND THE
 EY0150'DISK IS STAMPED BAYBORO NO 2 1935.
 EY0150'
 EY0150'REFERENCE MARK NO. 4 IS 3 FEET NORTHWEST OF THE NORTHEAST CORNER
 EY0150'OF LODGE BUILDING AND 1.5 FEET NORTH OF THE NORTH WALL OF
 EY0150'BUILDING.  THE MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF
 EY0150'A CONCRETE MONUMENT ABOUT 10 INCHES SQUARE, FLUSH WITH THE GROUND
 EY0150'AND THE DISK IS STAMPED BAYBORO 1935 NO 4 1970.
 EY0150
 EY0150                          STATION RECOVERY (1978)
 EY0150
 EY0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EY0150'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 EY0150'CONDITION, REFERENCE MARK 2 WAS FOUND UPROOTED.  REFERENCE MARK 5
 EY0150'WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 EY0150'
 EY0150'STATION IS LOCATED IN THE VILLAGE OF BAYBORO NEAR THE EAST PROPERTY
 EY0150'LINE OF THE MASONIC LODGE AT THE INTERSECTION OF FIRST STREET AND
 EY0150'VANDEMERE RD.
 EY0150'
 EY0150'STATION SURFACE MARK IS A STANDARD DISK STAMPED---BAYBORO 1935
 EY0150'1970---SET IN THE TOP OF A CONCRETE POST THAT IS 10-INCHES IN
 EY0150'DIAMETER AND FLUSH WITH THE GROUND.  THE DEPTH OF THE UNDERGROUND
 EY0150'MARK IS UNKNOWN.  THEY ARE 74 FEET NORTH OF THE NORTH CURB OF
 EY0150'VANDEMERE ROAD, 59.4 FEET NORTH OF A FIRE HYDRANT AND 63 FEET EAST
 EY0150'OF THE NORTHEAST CORNER OF THE MASONIC LODGE BUILDING.
 EY0150'
 EY0150'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BAYBORO 1935 NO 4
 EY0150'1970---SET IN THE TOP OF A CONCRETE POST THAT IS 10-INCHES IN
 EY0150'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 3 FEET NORTHWEST OF THE
 EY0150'NORTHEAST CORNER OF THE LODGE BUILDING AND 1.5 FEET NORTH OF THE NORTH
 EY0150'SIDE OF THE LODGE BUILDING.
 EY0150'
 EY0150'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---BAYBORO 1935 NO 5
 EY0150'1978, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 EY0150'WITH THE GROUND.  IT IS 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 EY0150'OF THE LODGE BUILDING, 20.3 FEET NORTH OF THE NORTH CURB OF
 EY0150'VANDEMERE ROAD AND 7.2 FEET NORTHWEST OF A FIRE HYDRANT.
 EY0150
 EY0150                          STATION RECOVERY (1982)
 EY0150
 EY0150'RECOVERY NOTE BY US POWER SQUADRON 1982
 EY0150'138 FT. NORTH 68 FT. EAST OF AND 1.3 FT. HIGHER THAN CENTRLINE OF
 EY0150'FRONT WALK TO PAMLICO COUNTY COURT HOUSE, IN BOTTOM STEP OF EAST
 EY0150'ENTRANCE STANDARD TABLET STAMPED '26 CMP 1964 12'
 EY0150
 EY0150                          STATION RECOVERY (1986)
 EY0150
 EY0150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0150'STATION, RM 4 AND RM 5 WERE ALL RECOVERED IN GOOD CONDITION.
 EY0150
 EY0150                          STATION RECOVERY (1986)
 EY0150
 EY0150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY0150'STATION, RM 4 AND RM 5 WERE ALL RECOVERED IN GOOD CONDITION. MARK IS
 EY0150'LOCATED 95.0 FT (29.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF NC 304,
 EY0150'74.3 FT (22.6 M) NORTH-NORTHWEST OF THE NORTH CURB, 59.4 FT (18.1 M)
 EY0150'NORTH-NORTHWEST OF A FIRE HYDRANT, AND 63.2 FT (19.3 M) EAST OF THE
 EY0150'NORTHEAST CORNER AND 60.5 FT (18.4 M) NORTHEAST OF THE SOUTHEAST
 EY0150'CORNER OF THE MASONIC LODGE.
 EY0150
 EY0150                          STATION RECOVERY (1991)
 EY0150
 EY0150'RECOVERY NOTE BY US POWER SQUADRON 1991 (MMS)
 EY0150'MARK NOT FOUND.
 EY0150
 EY0150                          STATION RECOVERY (1991)
 EY0150
 EY0150'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 EY0150'THE STATION IS IN THE TOWN OF BAYBORO ON THE NORTH SIDE OF NC RURAL
 EY0150'ROUTE 304 IN THE OPEN SPACE BETWEEN THE MASONIC LODGE AND A LOT WITH
 EY0150'MOBILE HOMES.
 EY0150'TO REACH THE STATION FROM THE PAMLICO COUNTY COURTHOUSE
 EY0150'IN BAYBORO, HEAD EAST ON NC HWYS 55/304 FOR 0.1 MI (0.16 KM)  TO WHERE
 EY0150'THEY DIVIDE, CONTINUE ON NC HWY 304 0.1 MI (0.16 KM) TO THE MASONIC
 EY0150'LODGE, AND STATION ON THE LEFT.
 EY0150'STATION IS MARKED BY A STANDARD CGS
 EY0150'TRIANGULATION DISK STAMPED  BAYBORO 1935 1970  SET IN A 10 INCH
 EY0150'DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 22.56
 EY0150'M (74.02 FT) NORTH OF THE NORTH CURB OF THE STREET, AND 19.2 M
 EY0150'(62.99 FT) EAST OF THE NORTHEAST CORNER OF THE LODGE
 EY0150'BUILDING.
 EY0150'DESCRIBED BY RJH
 EY0150
 EY0150                          STATION RECOVERY (2001)
 EY0150
 EY0150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY0150'RECOVERED AS DESCRIBED.
 EY0150'RM 4 WAS FOUND IN GOOD CONDITION.
 EY0150'RM 5 WAS NOT FOUND PROBABLY LOST. PULLED ALL REFERENCES AVAILABLE AND
 EY0150'USED METAL LOCATOR AND PROBE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4763 ***********************************************************************
 EY4763  DESIGNATION -  BAYBORO RM 4
 EY4763  PID         -  EY4763
 EY4763  STATE/COUNTY-  NC/PAMLICO
 EY4763  USGS QUAD   -  BAYBORO (1983)
 EY4763
 EY4763                         *CURRENT SURVEY CONTROL
 EY4763  ___________________________________________________________________
 EY4763* NAD 83(1986)-  35 08 40.     (N)    076 46 06.     (W)     SCALED    
 EY4763* NAVD 88     -         2.125  (meters)       6.97   (feet)  ADJUSTED  
 EY4763  ___________________________________________________________________
 EY4763  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EY4763  DYNAMIC HT  -           2.123 (meters)       6.97  (feet)  COMP
 EY4763  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 EY4763
 EY4763  VERT ORDER  -  SECOND    CLASS II
 EY4763
 EY4763.The horizontal coordinates were scaled from a topographic map and have
 EY4763.an estimated accuracy of +/- 6 seconds.
 EY4763
 EY4763.The orthometric height was determined by differential leveling
 EY4763.and adjusted in June 1998.
 EY4763
 EY4763.The geoid height was determined by GEOID03.
 EY4763
 EY4763.The dynamic height is computed by dividing the NAVD 88
 EY4763.geopotential number by the normal gravity value computed on the
 EY4763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4763.degrees latitude (g = 980.6199 gals.).
 EY4763
 EY4763.The modeled gravity was interpolated from observed gravity values.
 EY4763
 EY4763;                    North         East    Units  Estimated Accuracy
 EY4763;SPC NC       -   156,970.      812,930.      MT  (+/- 180 meters Scaled)
 EY4763
 EY4763                          SUPERSEDED SURVEY CONTROL
 EY4763
 EY4763.No superseded survey control is available for this station.
 EY4763
 EY4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD389904(NAD 83)
 EY4763_MARKER: DR = REFERENCE MARK DISK
 EY4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4763_STAMPING: BAYBORO NO 4 1935 1970
 EY4763_MARK LOGO: CGS   
 EY4763_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4763+STABILITY: SURFACE MOTION
 EY4763
 EY4763  HISTORY     - Date     Condition        Report By
 EY4763  HISTORY     - 1970     MONUMENTED       CGS
 EY4763  HISTORY     - 19840412 GOOD             NCGS
 EY4763
 EY4763                          STATION DESCRIPTION
 EY4763
 EY4763'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4763'STATION IS IN BAYBORO ON THE GROUNDS OF THE MASONIC LODGE, AT THE
 EY4763'INTERSECTION OF FIRST STREET AND VANDEMERE ROAD. MARK IS FLUSH WITH
 EY4763'GROUND.  LOCATED 0.9 M (3.0 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 EY4763'THE LODGE BUILDING, AND 0.45 M (1.48 FT) NORTH OF THE NORTH SIDE OF
 EY4763'THE LODGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4764 ***********************************************************************
 EY4764  DESIGNATION -  BAYBORO RM 5
 EY4764  PID         -  EY4764
 EY4764  STATE/COUNTY-  NC/PAMLICO
 EY4764  USGS QUAD   -  BAYBORO (1983)
 EY4764
 EY4764                         *CURRENT SURVEY CONTROL
 EY4764  ___________________________________________________________________
 EY4764* NAD 83(1986)-  35 08 37.     (N)    076 46 05.     (W)     SCALED    
 EY4764* NAVD 88     -         2.198  (meters)       7.21   (feet)  ADJUSTED  
 EY4764  ___________________________________________________________________
 EY4764  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EY4764  DYNAMIC HT  -           2.196 (meters)       7.20  (feet)  COMP
 EY4764  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 EY4764
 EY4764  VERT ORDER  -  SECOND    CLASS II
 EY4764
 EY4764.The horizontal coordinates were scaled from a topographic map and have
 EY4764.an estimated accuracy of +/- 6 seconds.
 EY4764
 EY4764.The orthometric height was determined by differential leveling
 EY4764.and adjusted in June 1998.
 EY4764
 EY4764.The geoid height was determined by GEOID03.
 EY4764
 EY4764.The dynamic height is computed by dividing the NAVD 88
 EY4764.geopotential number by the normal gravity value computed on the
 EY4764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4764.degrees latitude (g = 980.6199 gals.).
 EY4764
 EY4764.The modeled gravity was interpolated from observed gravity values.
 EY4764
 EY4764;                    North         East    Units  Estimated Accuracy
 EY4764;SPC NC       -   156,880.      812,950.      MT  (+/- 180 meters Scaled)
 EY4764
 EY4764                          SUPERSEDED SURVEY CONTROL
 EY4764
 EY4764.No superseded survey control is available for this station.
 EY4764
 EY4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD389904(NAD 83)
 EY4764_MARKER: DR = REFERENCE MARK DISK
 EY4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4764_STAMPING: BAYBORO 1935 NO 5 1978
 EY4764_MARK LOGO: NGS   
 EY4764_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4764+STABILITY: SURFACE MOTION
 EY4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4764+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EY4764
 EY4764  HISTORY     - Date     Condition        Report By
 EY4764  HISTORY     - 1978     MONUMENTED       NGS
 EY4764  HISTORY     - 19830101 GOOD             NCGS
 EY4764  HISTORY     - 20010515 SEE DESCRIPTION  NCGS
 EY4764
 EY4764                          STATION DESCRIPTION
 EY4764
 EY4764'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY4764'STATION IS ON THE PROPERTY OF THE BAYBORO MASONIC LODGE AT THE
 EY4764'INTERSECTION OF FIRST STREET--NC 55--AND VANDEMERE ROAD--NC 304--.
 EY4764'MARK IS FLUSH WITH GROUND.   LOCATED 20.72 M (67.98 FT) SOUTHEAST OF
 EY4764'THE SOUTHEAST CORNER OF THE LODGE BUILDING, 2.19 M (7.19 FT) NORTHWEST
 EY4764'OF A FIRE HYDRANT.
 EY4764
 EY4764                          STATION RECOVERY (2001)
 EY4764
 EY4764'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4764'NOT FOUND PROBABLY LOST. PULLED ALL REFERENCES AVAILABLE AND USED
 EY4764'METAL DETECTOR AND PROBE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3350 ***********************************************************************
 FA3350  DESIGNATION -  BAYNARD
 FA3350  PID         -  FA3350
 FA3350  STATE/COUNTY-  NC/RUTHERFORD
 FA3350  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA3350
 FA3350                         *CURRENT SURVEY CONTROL
 FA3350  ___________________________________________________________________
 FA3350* NAD 83(2001)-  35 28 44.97005(N)    081 58 52.50932(W)     ADJUSTED  
 FA3350* NAVD 88     -       353.911  (meters)    1161.12   (feet)  ADJUSTED  
 FA3350  ___________________________________________________________________
 FA3350  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FA3350  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA3350  DYNAMIC HT  -         353.561 (meters)    1159.97  (feet)  COMP
 FA3350  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 FA3350
 FA3350  HORZ ORDER  -  SECOND
 FA3350  VERT ORDER  -  SECOND    CLASS II
 FA3350
 FA3350.The horizontal coordinates were established by classical geodetic methods
 FA3350.and adjusted by the National Geodetic Survey in August 2005.
 FA3350
 FA3350.The orthometric height was determined by differential leveling
 FA3350.and adjusted in May 1998.
 FA3350
 FA3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3350
 FA3350.The geoid height was determined by GEOID03.
 FA3350
 FA3350.The dynamic height is computed by dividing the NAVD 88
 FA3350.geopotential number by the normal gravity value computed on the
 FA3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3350.degrees latitude (g = 980.6199 gals.).
 FA3350
 FA3350.The modeled gravity was interpolated from observed gravity values.
 FA3350
 FA3350;                    North         East     Units Scale Factor Converg.
 FA3350;SPC NC       -   195,878.083   339,117.146   MT  0.99988044   -1 43 14.5
 FA3350;SPC NC       -   642,643.34  1,112,586.84   sFT  0.99988044   -1 43 14.5
 FA3350;UTM  17      - 3,926,624.455   410,982.747   MT  0.99969765   -0 34 10.4
 FA3350
 FA3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3350!SPC NC       -   0.99994945  x   0.99988044  =   0.99982989
 FA3350!UTM  17      -   0.99994945  x   0.99969765  =   0.99964711
 FA3350
 FA3350:                Primary Azimuth Mark                     Grid Az
 FA3350:SPC NC       -  O NEAL                                   185 07 32.7
 FA3350:UTM  17      -  O NEAL                                   183 58 28.6
 FA3350
 FA3350|---------------------------------------------------------------------|
 FA3350| PID    Reference Object                     Distance      Geod. Az  |
 FA3350|                                                           dddmmss.s |
 FA3350| FA3352 O NEAL                              423.980 METERS 1832418.2 |
 FA3350|---------------------------------------------------------------------|
 FA3350
 FA3350                          SUPERSEDED SURVEY CONTROL
 FA3350
 FA3350  NAD 83(1986)-  35 28 44.98051(N)    081 58 52.50782(W) AD(       ) 2
 FA3350  NAD 83(1986)-  35 28 44.98283(N)    081 58 52.51359(W) AD(       ) 2
 FA3350  NAD 27      -  35 28 44.53304(N)    081 58 53.14556(W) AD(       ) 2
 FA3350  NAVD 88 (06/09/98)  353.90   (m)         1161.1    (f) LEVELING    3  
 FA3350  NGVD 29 (07/19/86)  354.2    (m)         1162.     (f) VERT ANG    3  
 FA3350
 FA3350.Superseded values are not recommended for survey control.
 FA3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3350.See file dsdata.txt to determine how the superseded data were derived.
 FA3350
 FA3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1098326624(NAD 83)
 FA3350_MARKER: DE = TRAVERSE STATION DISK
 FA3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3350_STAMPING: BAYNARD 1972
 FA3350_MARK LOGO: NCGS  
 FA3350_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3350+STABILITY: SURFACE MOTION
 FA3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA3350+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1996
 FA3350
 FA3350  HISTORY     - Date     Condition        Report By
 FA3350  HISTORY     - 1972     MONUMENTED       NCGS
 FA3350  HISTORY     - 19830101 GOOD             NCGS
 FA3350  HISTORY     - 1986     GOOD             USPSQD
 FA3350  HISTORY     - 19960506 GOOD             NCGS
 FA3350  HISTORY     - 20060928 GOOD             USPSQD
 FA3350
 FA3350                          STATION DESCRIPTION
 FA3350
 FA3350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3350'BAYNARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3350'THE VICINITY OF UNION MILLS, NORTH CAROLINA.
 FA3350'
 FA3350'BAYNARD IS LOCATED APPROXIMATELY 1.6 MILES WSW OF UNION MILLS AND
 FA3350'7.9 MILES NORTH OF RUTHERFORDTON.  TO REACH STATION FROM US 64-US
 FA3350'74 BYPASS BRIDGE OVER US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH
 FA3350'ALONG US 221 FOR 7.1 MILES TO SR 1326 (WHICH LEADS BACK TO GILKEY)
 FA3350'AND STATION IN SOUTHWEST QUADRANT.
 FA3350'
 FA3350'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BAYNARD
 FA3350'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 7
 FA3350'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3350'
 FA3350'MARK IS
 FA3350'27.0 FEET W OF C/L OF US 221.
 FA3350'38.4 FEET S OF C/L OF SR 1326.
 FA3350'16.0 FEET S OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 FA3350'26.4 FEET E OF 4 INCH TWIN PINE WITH ALUMINUM REF. TAG.
 FA3350'86.3 FEET NNE OF 6 INCH WHITE PINE WITH ALUMINUM REF. TAG.
 FA3350'46.5 FEET NE OF R/W MONUMENT.
 FA3350
 FA3350                          STATION RECOVERY (1983)
 FA3350
 FA3350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA3350'RECOVERED AS DESCRIBED.
 FA3350
 FA3350                          STATION RECOVERY (1986)
 FA3350
 FA3350'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA3350'RECOVERED IN GOOD CONDITION.
 FA3350
 FA3350                          STATION RECOVERY (1996)
 FA3350
 FA3350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA3350'RECOVERED AS DESCRIBED.
 FA3350
 FA3350                          STATION RECOVERY (2006)
 FA3350
 FA3350'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA3350'1 FOOT BELOW SURFACE
 FA3350'8 FEET SOUTH OF LIBERTY HILL CHURCH ROAD (NUMBER 1326)
 FA3350'NO STOP SIGN NOR RIGHT OF WAY MARKER OBSERVED
 FA3350'REF TAG ON WHITE PINE ALMOST OBSCURE
 FA3350' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4084 ***********************************************************************
 EY4084  DESIGNATION -  BAYNOR
 EY4084  PID         -  EY4084
 EY4084  STATE/COUNTY-  NC/BEAUFORT
 EY4084  USGS QUAD   -  PANTEGO (1974)
 EY4084
 EY4084                         *CURRENT SURVEY CONTROL
 EY4084  ___________________________________________________________________
 EY4084* NAD 83(2001)-  35 34 43.91366(N)    076 40 28.07716(W)     ADJUSTED  
 EY4084* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 EY4084  ___________________________________________________________________
 EY4084  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EY4084  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EY4084  DYNAMIC HT  -           2.516 (meters)       8.25  (feet)  COMP
 EY4084  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 EY4084
 EY4084  HORZ ORDER  -  SECOND
 EY4084  VERT ORDER  -  SECOND    CLASS II
 EY4084
 EY4084.The horizontal coordinates were established by classical geodetic methods
 EY4084.and adjusted by the National Geodetic Survey in August 2005.
 EY4084
 EY4084.The orthometric height was determined by differential leveling
 EY4084.and adjusted in June 1991.
 EY4084
 EY4084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4084
 EY4084.The geoid height was determined by GEOID03.
 EY4084
 EY4084.The dynamic height is computed by dividing the NAVD 88
 EY4084.geopotential number by the normal gravity value computed on the
 EY4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4084.degrees latitude (g = 980.6199 gals.).
 EY4084
 EY4084.The modeled gravity was interpolated from observed gravity values.
 EY4084
 EY4084;                    North         East     Units Scale Factor Converg.
 EY4084;SPC NC       -   205,346.025   820,346.370   MT  0.99988884   +1 20 32.0
 EY4084;SPC NC       -   673,706.08  2,691,419.72   sFT  0.99988884   +1 20 32.0
 EY4084;UTM  18      - 3,938,530.183   348,279.044   MT  0.99988367   -0 58 27.9
 EY4084
 EY4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4084!SPC NC       -   1.00000542  x   0.99988884  =   0.99989426
 EY4084!UTM  18      -   1.00000542  x   0.99988367  =   0.99988909
 EY4084
 EY4084                          SUPERSEDED SURVEY CONTROL
 EY4084
 EY4084  NAD 83(1986)-  35 34 43.92517(N)    076 40 28.08660(W) AD(       ) 2
 EY4084  NAVD 88 (07/14/98)    2.52   (m)            8.3    (f) LEVELING    3  
 EY4084
 EY4084.Superseded values are not recommended for survey control.
 EY4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4084.See file dsdata.txt to determine how the superseded data were derived.
 EY4084
 EY4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4827938530(NAD 83)
 EY4084_MARKER: DE = TRAVERSE STATION DISK
 EY4084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4084_SP_SET: CONCRETE POST
 EY4084_STAMPING: BAYNOR 1982
 EY4084_MARK LOGO: NCGS  
 EY4084_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4084+STABILITY: SURFACE MOTION
 EY4084
 EY4084  HISTORY     - Date     Condition        Report By
 EY4084  HISTORY     - 1982     MONUMENTED       NCGS
 EY4084  HISTORY     - 19840601 GOOD             NCGS
 EY4084  HISTORY     - 1985     GOOD             USPSQD
 EY4084
 EY4084                          STATION DESCRIPTION
 EY4084
 EY4084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4084'1.3 KM (0.8 MI) SW FROM PANTEGO.
 EY4084'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF PANTEGO.
 EY4084'ALONG US 264 FOR 1.3 KM (1.05 MI) WEST FROM THE INTERSECTION WITH NC
 EY4084'99, AT THE INTERSECTION WITH SR 1705.  THE STATION IS A STANDARD NCGS
 EY4084'DISK STAMPED---BAYNOR 1982---, SET INTO THE TOP OF A ROUND CONCRETE
 EY4084'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED 18.0
 EY4084'METERS (59.0 FT) SOUTH OF THE CENTERLINE OF US 264, 5.5 METERS (18.0
 EY4084'FT) NORTHEAST OF THE CENTERLINE OF SR 1705, 16.6 METERS (54.4 FT)
 EY4084'SOUTHWEST OF THE EAST END OF A CONCRETE CULVERT UNDER US 264, 20.6
 EY4084'METERS (67.7 FT) EAST OF A RIGHT-OF-WAY MARKER--AND 14.9 METERS (49.0
 EY4084'FT) NORTHWEST OF A 30-INCH OAK, 25.0 METERS (82.0 FT) WEST OF A
 EY4084'30-INCH OAK--BOTH WITH REFERENCE TAGS.
 EY4084
 EY4084                          STATION RECOVERY (1984)
 EY4084
 EY4084'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4084'STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHWEST OF PANTEGO. ALONG
 EY4084'US 264 FOR 1.3 KM (0.80 MI) WEST FROM NC 99, AT SR 1705. MARK IS
 EY4084'RECESSED 3 INCHES BELOW GROUND.  LOCATED 18.0 M (59.1 FT) SOUTH OF THE
 EY4084'CENTERLINE OF US 264, 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF
 EY4084'SR 1705, 16.6 M (54.5 FT) SOUTHWEST OF THE EAST END OF A CONCRETE
 EY4084'CULVERT UNDER US 264, 20.6 M (67.6 FT) EAST OF A RIGHT-OF-WAY
 EY4084'MARKER--AND 14.9 M (48.9 FT) NORTHWEST OF A 30-INCH OAK, 25.0 M (82.0
 EY4084'FT) WEST OF A 30-INCH OAK--BOTH WITH REFERENCE TAGS.
 EY4084
 EY4084                          STATION RECOVERY (1985)
 EY4084
 EY4084'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY4084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1161 ***********************************************************************
 EA1161  DESIGNATION -  BAYSDEN
 EA1161  PID         -  EA1161
 EA1161  STATE/COUNTY-  NC/ONSLOW
 EA1161  USGS QUAD   -  RICHLANDS (1981)
 EA1161
 EA1161                         *CURRENT SURVEY CONTROL
 EA1161  ___________________________________________________________________
 EA1161* NAD 83(2001)-  34 54 32.99884(N)    077 34 01.95532(W)     ADJUSTED  
 EA1161* NAVD 88     -        18.829  (meters)      61.77   (feet)  ADJUSTED  
 EA1161  ___________________________________________________________________
 EA1161  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EA1161  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EA1161  DYNAMIC HT  -          18.812 (meters)      61.72  (feet)  COMP
 EA1161  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EA1161
 EA1161  HORZ ORDER  -  SECOND
 EA1161  VERT ORDER  -  SECOND    CLASS I
 EA1161
 EA1161.The horizontal coordinates were established by classical geodetic methods
 EA1161.and adjusted by the National Geodetic Survey in August 2005.
 EA1161
 EA1161.The orthometric height was determined by differential leveling
 EA1161.and adjusted in June 1991.
 EA1161
 EA1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1161
 EA1161.The geoid height was determined by GEOID03.
 EA1161
 EA1161.The dynamic height is computed by dividing the NAVD 88
 EA1161.geopotential number by the normal gravity value computed on the
 EA1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1161.degrees latitude (g = 980.6199 gals.).
 EA1161
 EA1161.The modeled gravity was interpolated from observed gravity values.
 EA1161
 EA1161;                    North         East     Units Scale Factor Converg.
 EA1161;SPC NC       -   129,531.555   740,523.487   MT  0.99989036   +0 49 37.1
 EA1161;SPC NC       -   424,971.44  2,429,534.14   sFT  0.99989036   +0 49 37.1
 EA1161;UTM  18      - 3,865,978.317   265,451.977   MT  1.00027808   -1 28 11.4
 EA1161
 EA1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1161!SPC NC       -   1.00000281  x   0.99989036  =   0.99989317
 EA1161!UTM  18      -   1.00000281  x   1.00027808  =   1.00028089
 EA1161
 EA1161:                Primary Azimuth Mark                     Grid Az
 EA1161:SPC NC       -  SHAW                                     116 20 43.8
 EA1161:UTM  18      -  SHAW                                     118 38 32.3
 EA1161
 EA1161|---------------------------------------------------------------------|
 EA1161| PID    Reference Object                     Distance      Geod. Az  |
 EA1161|                                                           dddmmss.s |
 EA1161| EA1162 SHAW                                APPROX. 1.0 KM 1171020.9 |
 EA1161|---------------------------------------------------------------------|
 EA1161
 EA1161                          SUPERSEDED SURVEY CONTROL
 EA1161
 EA1161  NAD 83(1986)-  34 54 33.00889(N)    077 34 01.96757(W) AD(       ) 2
 EA1161  NAD 27      -  34 54 32.41766(N)    077 34 03.08931(W) AD(       ) 2
 EA1161  NGVD 29 (??/??/92)   19.150  (m)           62.83   (f) ADJ UNCH    2 1
 EA1161
 EA1161.Superseded values are not recommended for survey control.
 EA1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1161.See file dsdata.txt to determine how the superseded data were derived.
 EA1161
 EA1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6545265978(NAD 83)
 EA1161_MARKER: DE = TRAVERSE STATION DISK
 EA1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1161_SP_SET: CONCRETE POST
 EA1161_STAMPING: BAYSDEN 1975
 EA1161_MARK LOGO: NCGS  
 EA1161_PROJECTION: RECESSED 15 CENTIMETERS
 EA1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1161+STABILITY: SURFACE MOTION
 EA1161
 EA1161  HISTORY     - Date     Condition        Report By
 EA1161  HISTORY     - 1975     MONUMENTED       NCGS
 EA1161  HISTORY     - 1977     GOOD             NCGS
 EA1161  HISTORY     - 20010314 MARK NOT FOUND   NCGS
 EA1161
 EA1161                          STATION DESCRIPTION
 EA1161
 EA1161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1161'BAYSDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA1161'IN THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA1161'
 EA1161'BAYSDEN IS LOCATED APPROXIMATELY 1.4 MILES WNW OF RICHLANDS.  TO
 EA1161'REACH STATION FROM INTERSECTION OF NC 24 AND U.S. 258 WITH SR 1306
 EA1161'(HARGETT ST.) AT NORTHWEST EDGE OF RICHLANDS, PROCEED NORTHWESTERLY
 EA1161'ALONG U.S. 258 AND NC 24 FOR 0.75 MILE TO STATION ON RIGHT IN
 EA1161'NORTH SHOULDER OF HIGHWAY, OPPOSITE T.P. 4 AND NEAR ELMER H.
 EA1161'BAYSDENS RESIDENCE.
 EA1161'
 EA1161'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1161'BAYSDEN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1161'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1161'
 EA1161'MARK IS 25.9 FT NE OF C/L U.S. 258
 EA1161'
 EA1161'34.9 FT SW OF T.P. 4 WITH ALUMINUM REF. TAG
 EA1161'
 EA1161'158.2 FT SE OF C/L OF SOUTHEAST END OF CIRCULAR DRIVE TO BAYSDEN
 EA1161'RESIDENCE
 EA1161
 EA1161                          STATION RECOVERY (1977)
 EA1161
 EA1161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA1161'1.4 MI WNW FROM RICHLANDS.
 EA1161'TO REACH STATION FROM INTERSECTION OF NC 24 AND US 258 WITH SR 1306
 EA1161'HARGETT ST. AT NORTHWEST EDGE OF RICHLANDS, PROCEED NORTHWESTERLY
 EA1161'ALONG US 258 AND NC 24 FOR 0.75 MILE TO STATION ON RIGHT IN NORTH
 EA1161'SHOULDER OF HIGHWAY, OPPOSITE TP NUMBER 4 AND NEAR ELMER H. BAYSDENS
 EA1161'RESIDENCE, 25.9 FT. NE OF C/L OF US 258, 34.9 FT. SW OF TP NUMBER 4
 EA1161'WITH ALUMINUM REF. TAG AND 158.2 FT. SE OF C/L OF SOUTHEAST END OF
 EA1161'CIRCULAR DRIVE TO BAYSDEN RESIDENCE. DISK IS SET IN TOP OF CONCRETE
 EA1161'CYLINDER, THE TOP OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 EA1161'GROUND.
 EA1161
 EA1161                          STATION RECOVERY (2001)
 EA1161
 EA1161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA1161'NOT FOUND PROBABLY LOST TO NEW 4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1710 ***********************************************************************
 EB1710  DESIGNATION -  BAYTREE
 EB1710  PID         -  EB1710
 EB1710  STATE/COUNTY-  NC/BLADEN
 EB1710  USGS QUAD   -  WHITE LAKE (1986)
 EB1710
 EB1710                         *CURRENT SURVEY CONTROL
 EB1710  ___________________________________________________________________
 EB1710* NAD 83(1986)-  34 41 01.     (N)    078 24 57.     (W)     SCALED    
 EB1710* NAVD 88     -        23.479  (meters)      77.03   (feet)  ADJUSTED  
 EB1710  ___________________________________________________________________
 EB1710  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 EB1710  DYNAMIC HT  -          23.457 (meters)      76.96  (feet)  COMP
 EB1710  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 EB1710
 EB1710  VERT ORDER  -  SECOND    CLASS II
 EB1710
 EB1710.The horizontal coordinates were scaled from a topographic map and have
 EB1710.an estimated accuracy of +/- 6 seconds.
 EB1710
 EB1710.The orthometric height was determined by differential leveling
 EB1710.and adjusted in June 1991.
 EB1710
 EB1710.The geoid height was determined by GEOID03.
 EB1710
 EB1710.The dynamic height is computed by dividing the NAVD 88
 EB1710.geopotential number by the normal gravity value computed on the
 EB1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1710.degrees latitude (g = 980.6199 gals.).
 EB1710
 EB1710.The modeled gravity was interpolated from observed gravity values.
 EB1710
 EB1710;                    North         East    Units  Estimated Accuracy
 EB1710;SPC NC       -   103,720.      663,130.      MT  (+/- 180 meters Scaled)
 EB1710
 EB1710                          SUPERSEDED SURVEY CONTROL
 EB1710
 EB1710.No superseded survey control is available for this station.
 EB1710
 EB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU367409(NAD 83)
 EB1710_MARKER: DB = BENCH MARK DISK
 EB1710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1710_SP_SET: CONCRETE ABUTMENT
 EB1710_STAMPING: BAYTREE 1974
 EB1710_MARK LOGO: NCGS  
 EB1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1710+STABILITY: SURFACE MOTION
 EB1710
 EB1710  HISTORY     - Date     Condition        Report By
 EB1710  HISTORY     - 1974     MONUMENTED       NCGS
 EB1710  HISTORY     - 1979     GOOD             NCGS
 EB1710
 EB1710                          STATION DESCRIPTION
 EB1710
 EB1710'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1710'5.0 MI ENE FROM WHITE LAKE.
 EB1710'2.55 MILES WEST ALONG NC 41 FROM INTERSECTION WITH NC 210 TO BAYTREE
 EB1710'RESORT ENTRANCE, THENCE SOUTH ALONG THIS ROAD FOR 0.35 MILES, TO THE
 EB1710'CANAL LOCK AT NORTH SIDE OF BLACK LAKE AND STATION IN WEST END OF
 EB1710'CANAL LOCK ABUTMENT,  2.6 FEET NORTHEAST OF WEST END OF ABUTMENT
 EB1710'ON WEST SIDE OF LOCK, 40.0 FEET NORTH OF 8 INCH CYPRESS IN LAKE WITH
 EB1710'REFERENCE TAG, 105.0 FEET SOUTHEAST OF POWER POLE WITH TWO
 EB1710'TRANSFORMERS AND REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3761 ***********************************************************************
 EY3761  DESIGNATION -  BAYVIEW
 EY3761  PID         -  EY3761
 EY3761  STATE/COUNTY-  NC/BEAUFORT
 EY3761  USGS QUAD   -  BATH (1993)
 EY3761
 EY3761                         *CURRENT SURVEY CONTROL
 EY3761  ___________________________________________________________________
 EY3761* NAD 83(2001)-  35 26 09.01743(N)    076 47 33.52846(W)     ADJUSTED  
 EY3761* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 EY3761  ___________________________________________________________________
 EY3761  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EY3761  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EY3761  HORZ ORDER  -  SECOND
 EY3761
 EY3761.The horizontal coordinates were established by classical geodetic methods
 EY3761.and adjusted by the National Geodetic Survey in August 2005.
 EY3761
 EY3761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3761
 EY3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3761
 EY3761.The geoid height was determined by GEOID03.
 EY3761
 EY3761;                    North         East     Units Scale Factor Converg.
 EY3761;SPC NC       -   189,238.489   809,991.147   MT  0.99987773   +1 16 26.5
 EY3761;SPC NC       -   620,859.94  2,657,445.95   sFT  0.99987773   +1 16 26.5
 EY3761;UTM  18      - 3,922,853.765   337,281.345   MT  0.99992630   -1 02 22.5
 EY3761
 EY3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3761!SPC NC       -   1.00000572  x   0.99987773  =   0.99988345
 EY3761!UTM  18      -   1.00000572  x   0.99992630  =   0.99993202
 EY3761
 EY3761|---------------------------------------------------------------------|
 EY3761| PID    Reference Object                     Distance      Geod. Az  |
 EY3761|                                                           dddmmss.s |
 EY3761| EY3760 BAYVIEW WATER TANK                  340.762 METERS 02914     |
 EY3761| EY4765 BAYVIEW RM 1                         31.510 METERS 05538     |
 EY3761| EY3784 MIXON                               APPROX. 3.6 KM 1205543.9 |
 EY3761| EY3779 RUMLEY MARSH LIGHT                  APPROX. 3.6 KM 1342353.2 |
 EY3761| EY4766 BAYVIEW RM 2                         34.445 METERS 34530     |
 EY3761|---------------------------------------------------------------------|
 EY3761
 EY3761                          SUPERSEDED SURVEY CONTROL
 EY3761
 EY3761  NAD 83(1986)-  35 26 09.02926(N)    076 47 33.53529(W) AD(       ) 2
 EY3761  NAD 27      -  35 26 08.43134(N)    076 47 34.76465(W) AD(       ) 2
 EY3761  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG    3  
 EY3761
 EY3761.Superseded values are not recommended for survey control.
 EY3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3761.See file dsdata.txt to determine how the superseded data were derived.
 EY3761
 EY3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3728122854(NAD 83)
 EY3761_MARKER: DS = TRIANGULATION STATION DISK
 EY3761_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3761_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3761
 EY3761  HISTORY     - Date     Condition        Report By
 EY3761  HISTORY     - 1933     MONUMENTED       CGS
 EY3761  HISTORY     - 1949     GOOD             CGS
 EY3761  HISTORY     - 1966     GOOD             NCGS
 EY3761
 EY3761                          STATION DESCRIPTION
 EY3761
 EY3761'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3761'STATION IS ON THE N SIDE OF THE PAMLICO RIVER, AT TOWN OF
 EY3761'BAYVIEW, ABOUT 1.7 MILES E OF THE MOUTH OF BATH CREEK, ON
 EY3761'FILLED GROUND AT RECREATION PIER, 82 METERS FROM THE S END OF
 EY3761'SAND-COVERED WHARF OF THE PARK, AND 18 METERS W OF THE W SIDE
 EY3761'OF PAVILION.
 EY3761'
 EY3761'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3761'IN CONCRETE, IN THE TOPS OF TILES.
 EY3761'
 EY3761'STATION MARK IS STAMPED, BAYVIEW 1933.  TERRA-COTTA PIPE HAS
 EY3761'A CEMENT COLLAR.
 EY3761'
 EY3761'REFERENCE MARK NO.1 IS NEAR SHORE END OF ANCHORAGE FOR SMALL
 EY3761'CRAFT AND REFERENCE MARK NO.2 IS ON SHORE AT THE NW CORNER OF
 EY3761'THE FILL AND PIER PROJECT.
 EY3761'
 EY3761'HEIGHT OF SIGNAL ABOVE STATION MARK - 4.8 METERS.
 EY3761
 EY3761                          STATION RECOVERY (1949)
 EY3761
 EY3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3761'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 EY3761'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A
 EY3761'STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION
 EY3761'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 EY3761'
 EY3761'STATION IS IN THE TOWN OF BAYVIEW, ON FILLED GROUND, AT THE
 EY3761'SITE OF THE OLD RECREATION PAVILION (NOW DESTROYED), 238.5 FEET
 EY3761'S OF THE CENTER LINE OF THE ROAD PARALLEL TO THE SHORE, 42.5
 EY3761'FEET W OF THE CENTER LINE OF THE ROAD TO THE END OF THE WHARF,
 EY3761'AND 76.0 FEET E OF THE WOOD BULKHEAD ON THE W SIDE OF THE WHARF.
 EY3761'
 EY3761'STATION MARK IS A BRONZE STATION DISK, STAMPED BAYVIEW 1933,
 EY3761'AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE, WITH A
 EY3761'CONCRETE COLLAR AROUND THE TOP, FLUSH WITH THE GROUND.
 EY3761'
 EY3761'REFERENCE MARK 1 IS NE OF THE STATION, JUST E OF THE CENTER
 EY3761'LINE OF THE ROAD TO THE END OF THE WHARF, 140.0 FEET S OF THE
 EY3761'CENTER LINE OF THE ROAD ALONG THE SHORE, AND 16.5 FEET W OF
 EY3761'THE BOATHOUSE AT THE HEAD OF THE SLIP.  IT IS A BRONZE REFERENCE
 EY3761'DISK, STAMPED NO 1 1933, AND SET IN THE TOP OF A CONCRETE-FILLED
 EY3761'8-INCH TILE 2 INCHES UNDERGROUND.
 EY3761'
 EY3761'REFERENCE MARK 2 IS NW OF THE STATION, 155.0 FEET S OF THE
 EY3761'CENTER LINE OF THE ROAD ALONG THE SHORE, 141.4 FEET W OF THE
 EY3761'SW CORNER OF THE BOATHOUSE AT THE HEAD OF THE SLIP, AND 62.5
 EY3761'FEET NE OF THE MEAN HIGH-WATER LINE AT THE CURVE IN THE
 EY3761'SHORELINE.  IT IS A BRONZE REFERENCE DISK, STAMPED NO 2 1933,
 EY3761'AND SET IN THE TOP OF A CONCRETE-FILLED 8-INCH TILE FLUSH
 EY3761'WITH THE GROUND.
 EY3761
 EY3761                          STATION RECOVERY (1966)
 EY3761
 EY3761'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3761'BAYVIEW 1933 GOOD
 EY3761'
 EY3761'NEW REFERENCES-- 20.8 FT SE OF ALUMINUM REFERENCE TAG ON
 EY3761'TWIN 10 INCH PINE.  24.7 FT E OF ALUMINUM REFERENCE TAG ON 8
 EY3761'INCH PINE.  14.7 FT E OF ALUMINUM REFERENCE TAG ON 6
 EY3761'INCH PINE.  121.2 FT SW OF ALUMINUM REFERENCE TAG IN POWER
 EY3761'POLE AND 63.2 FT SW OF NW CORNER OF BOAT HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3760 ***********************************************************************
 EY3760  DESIGNATION -  BAYVIEW WATER TANK
 EY3760  PID         -  EY3760
 EY3760  STATE/COUNTY-  NC/BEAUFORT
 EY3760  USGS QUAD   -  BATH (1993)
 EY3760
 EY3760                         *CURRENT SURVEY CONTROL
 EY3760  ___________________________________________________________________
 EY3760* NAD 83(2001)-  35 26 18.66850(N)    076 47 26.92923(W)     ADJUSTED  
 EY3760* NAVD 88     -              **(meters)            **(feet)            
 EY3760  ___________________________________________________________________
 EY3760  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 EY3760  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EY3760  HORZ ORDER  -  THIRD
 EY3760
 EY3760.The horizontal coordinates were established by classical geodetic methods
 EY3760.and adjusted by the National Geodetic Survey in August 2005.
 EY3760
 EY3760
 EY3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3760
 EY3760.The geoid height was determined by GEOID03.
 EY3760
 EY3760;                    North         East     Units Scale Factor Converg.
 EY3760;SPC NC       -   189,539.518   810,150.917   MT  0.99987788   +1 16 30.3
 EY3760;SPC NC       -   621,847.57  2,657,970.13   sFT  0.99987788   +1 16 30.3
 EY3760;UTM  18      - 3,923,148.113   337,453.146   MT  0.99992561   -1 02 18.9
 EY3760
 EY3760                          SUPERSEDED SURVEY CONTROL
 EY3760
 EY3760  NAD 83(1986)-  35 26 18.67822(N)    076 47 26.93797(W) AD(       ) 4
 EY3760  NAD 27      -  35 26 18.08130(N)    076 47 28.16670(W) AD(       ) 3
 EY3760
 EY3760.Superseded values are not recommended for survey control.
 EY3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3760.See file dsdata.txt to determine how the superseded data were derived.
 EY3760
 EY3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3745323148(NAD 83)
 EY3760_MARKER: 54 = WATER TOWER
 EY3760
 EY3760  HISTORY     - Date     Condition        Report By
 EY3760  HISTORY     - 1950     FIRST OBSERVED   CGS
 EY3760  HISTORY     - 1985     GOOD             USPSQD
 EY3760
 EY3760                          STATION DESCRIPTION
 EY3760
 EY3760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EY3760'STATION IS THE BALL ATOP A STEEL WATER TANK ON A FOUR-LEGGED
 EY3760'SKELETON STEEL STRUCTURE IN BAYVIEW.  THE ONLY TANK IN BAYVIEW
 EY3760'AND IS 80 FEET ABOVE GROUND.
 EY3760
 EY3760                          STATION RECOVERY (1985)
 EY3760
 EY3760'RECOVERY NOTE BY US POWER SQUADRON 1985 (ERQ)
 EY3760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2377 ***********************************************************************
 AI2377  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2377  DESIGNATION -  BAYWATER
 AI2377  PID         -  AI2377
 AI2377  STATE/COUNTY-  NC/GUILFORD
 AI2377  USGS QUAD   -  GREENSBORO (1994)
 AI2377
 AI2377                         *CURRENT SURVEY CONTROL
 AI2377  ___________________________________________________________________
 AI2377* NAD 83(2007)-  36 07 07.70240(N)    079 48 07.72435(W)     ADJUSTED  
 AI2377* NAVD 88     -       239.89   (meters)     787.0    (feet)  GPS OBS   
 AI2377  ___________________________________________________________________
 AI2377  EPOCH DATE  -        2002.00
 AI2377  X           -     913,285.170 (meters)                     COMP
 AI2377  Y           -  -5,076,916.435 (meters)                     COMP
 AI2377  Z           -   3,738,971.755 (meters)                     COMP
 AI2377  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 AI2377  ELLIP HEIGHT-         208.752 (meters)          (02/10/07) ADJUSTED
 AI2377  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AI2377
 AI2377  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2377  Type    PID    Designation                      North   East  Ellip
 AI2377  -------------------------------------------------------------------
 AI2377  NETWORK AI2377 BAYWATER                          0.47   0.37   0.86
 AI2377  -------------------------------------------------------------------
 AI2377
 AI2377.The horizontal coordinates were established by GPS observations
 AI2377.and adjusted by the National Geodetic Survey in February 2007.
 AI2377
 AI2377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2377.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2377.The horizontal coordinates are valid at the epoch date displayed above.
 AI2377.The epoch date for horizontal control is a decimal equivalence
 AI2377.of Year/Month/Day.
 AI2377
 AI2377.The orthometric height was determined by GPS observations and a
 AI2377.high-resolution geoid model.
 AI2377.The orthometric height was determined by GPS observations and a
 AI2377.high-resolution geoid model using precise GPS observation and
 AI2377.processing techniques.
 AI2377
 AI2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2377
 AI2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2377
 AI2377.The ellipsoidal height was determined by GPS observations
 AI2377.and is referenced to NAD 83.
 AI2377
 AI2377.The geoid height was determined by GEOID03.
 AI2377
 AI2377;                    North         East     Units Scale Factor Converg.
 AI2377;SPC NC       -   263,074.857   537,387.171   MT  0.99998699   -0 27 46.7
 AI2377;SPC NC       -   863,104.76  1,763,077.74   sFT  0.99998699   -0 27 46.7
 AI2377;UTM  17      - 3,997,790.228   607,800.019   MT  0.99974319   +0 42 22.2
 AI2377
 AI2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2377!SPC NC       -   0.99996724  x   0.99998699  =   0.99995423
 AI2377!UTM  17      -   0.99996724  x   0.99974319  =   0.99971044
 AI2377
 AI2377                          SUPERSEDED SURVEY CONTROL
 AI2377
 AI2377  NAD 83(2001)-  36 07 07.70283(N)    079 48 07.72393(W) AD(       ) 1
 AI2377  ELLIP H (03/13/03)  208.749  (m)                       GP(       ) 4 2
 AI2377  NAD 83(1986)-  36 07 07.70912(N)    079 48 07.73118(W) AD(       ) 1
 AI2377
 AI2377.Superseded values are not recommended for survey control.
 AI2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2377.See file dsdata.txt to determine how the superseded data were derived.
 AI2377
 AI2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0780097790(NAD 83)
 AI2377_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2377_STAMPING: BAYWATER 1994
 AI2377_MARK LOGO: NCGS  
 AI2377_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2377+STABILITY: SURFACE MOTION
 AI2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2377+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1999
 AI2377
 AI2377  HISTORY     - Date     Condition        Report By
 AI2377  HISTORY     - 1994     MONUMENTED       NCGS
 AI2377  HISTORY     - 19990101 GOOD             NC1940
 AI2377
 AI2377                          STATION DESCRIPTION
 AI2377
 AI2377'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2377'STATION IS LOCATED IN GREENSBORO. PROCEED ALONG SR 2359 (PISGAH CHURCH
 AI2377'ROAD) FOR 1.65 MI (2.66 KM) EAST FROM US 220 (BATTLEGROUND ROAD),
 AI2377'THENCE SOUTHEAST FOR 0.75 MI (1.21 KM) ALONG WILLOUGHBY BOULEVARD TO
 AI2377'WALDRON STREET, AND THE STATION, IN THE EAST QUADRANT. NOTE-REPLACED
 AI2377'STATION--WALDRON. MARK IS LEVEL WITH THE ROAD AND FLUSH WITH THE
 AI2377'GROUND. LOCATED 23.6 FT (7.2 M) NORTHEAST OF THE CENTERLINE OF THE
 AI2377'NORTHBOUND LANE OF WILLOUGHBY BOULEVARD, 40.4 FT (12.3 M) SOUTHEAST OF
 AI2377'THE CENTERLINE OF WALDRON STREET, 32.0 FT (9.8 M) WEST-SOUTHWEST OF
 AI2377'THE CENTER OF A BRICK HEADWALL, 19.7 FT (6.0 M) NORTH-NORTHWEST OF A
 AI2377'MANHOLE COVER IN A CONCRETE STORM DRAIN LID, AND 101.5 FT (30.9 M)
 AI2377'SOUTHEAST OF A FIRE HYDRANT.
 AI2377
 AI2377                          STATION RECOVERY (1999)
 AI2377
 AI2377'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 AI2377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2819 ***********************************************************************
 FX2819  DESIGNATION -  BAZEMORE
 FX2819  PID         -  FX2819
 FX2819  STATE/COUNTY-  NC/BERTIE
 FX2819  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2819
 FX2819                         *CURRENT SURVEY CONTROL
 FX2819  ___________________________________________________________________
 FX2819* NAD 83(2001)-  36 00 20.71464(N)    076 57 53.98678(W)     ADJUSTED  
 FX2819* NAVD 88     -        10.617  (meters)      34.83   (feet)  ADJUSTED  
 FX2819  ___________________________________________________________________
 FX2819  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 FX2819  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 FX2819  DYNAMIC HT  -          10.608 (meters)      34.80  (feet)  COMP
 FX2819  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 FX2819
 FX2819  HORZ ORDER  -  SECOND
 FX2819  VERT ORDER  -  SECOND    CLASS II
 FX2819
 FX2819.The horizontal coordinates were established by classical geodetic methods
 FX2819.and adjusted by the National Geodetic Survey in August 2005.
 FX2819
 FX2819.The orthometric height was determined by differential leveling
 FX2819.and adjusted in June 1991.
 FX2819
 FX2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2819
 FX2819.The geoid height was determined by GEOID03.
 FX2819
 FX2819.The dynamic height is computed by dividing the NAVD 88
 FX2819.geopotential number by the normal gravity value computed on the
 FX2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2819.degrees latitude (g = 980.6199 gals.).
 FX2819
 FX2819.The modeled gravity was interpolated from observed gravity values.
 FX2819
 FX2819;                    North         East     Units Scale Factor Converg.
 FX2819;SPC NC       -   252,119.547   793,050.966   MT  0.99995906   +1 10 28.4
 FX2819;SPC NC       -   827,162.21  2,601,868.04   sFT  0.99995906   +1 10 28.4
 FX2819;UTM  18      - 3,986,372.335   322,901.602   MT  0.99998647   -1 09 19.6
 FX2819
 FX2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2819!SPC NC       -   1.00000396  x   0.99995906  =   0.99996302
 FX2819!UTM  18      -   1.00000396  x   0.99998647  =   0.99999043
 FX2819
 FX2819                          SUPERSEDED SURVEY CONTROL
 FX2819
 FX2819  NAD 83(1993)-  36 00 20.72315(N)    076 57 53.99730(W) AD(       ) 2
 FX2819  NAD 83(1986)-  36 00 20.72388(N)    076 57 53.99856(W) AD(       ) 2
 FX2819  NGVD 29 (01/18/91)   10.95   (m)           35.9    (f) LEVELING    3  
 FX2819
 FX2819.Superseded values are not recommended for survey control.
 FX2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2819.See file dsdata.txt to determine how the superseded data were derived.
 FX2819
 FX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2290286372(NAD 83)
 FX2819_MARKER: DE = TRAVERSE STATION DISK
 FX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2819_SP_SET: CONCRETE POST
 FX2819_STAMPING: BAZEMORE 1980
 FX2819_MARK LOGO: NCGS  
 FX2819_PROJECTION: RECESSED 3 CENTIMETERS
 FX2819_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2819+STABILITY: SURFACE MOTION
 FX2819
 FX2819  HISTORY     - Date     Condition        Report By
 FX2819  HISTORY     - 1980     MONUMENTED       NCGS
 FX2819  HISTORY     - 1980     GOOD             NCGS
 FX2819  HISTORY     - 19950821 MARK NOT FOUND   USPSQD
 FX2819
 FX2819                          STATION DESCRIPTION
 FX2819
 FX2819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2819'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTHWEST OF WINDSOR.
 FX2819'
 FX2819'TO REACH THE STATION FROM THE INTERSECTION OF NC 308 WITH US 13 BYPASS
 FX2819'PROCEED NORTHWEST ALONG NC 308 FOR 0.25 MILE TO STATION ON THE LEFT
 FX2819'NEAR A SPEED LIMIT SIGN.
 FX2819'
 FX2819'STATION MARK IS A STANDARD DISK STAMPED---BAZEMORE 1980---SET IN THE
 FX2819'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND
 FX2819'SURFACE AND 1 FOOT BELOW CENTERLINE OF HIGHWAY.  MARK IS 26.7 FEET
 FX2819'SOUTHWEST OF CENTERLINE OF NC 308, 10.0 FEET WEST OF METAL SPEED LIMIT
 FX2819'SIGN POST, 29.4 FEET NORTHWEST OF SOUTHWEST END OF CULVERT, 33.3 FEET
 FX2819'NORTHWEST OF POWER POLE WITH REFERENCE TAG, 96.0 FEET SOUTHEAST OF
 FX2819'POWER POLE L2 WITH REFERENCE TAG AND 67.7 FEET WEST-SOUTHWEST OF 24
 FX2819'INCH OAK WITH REFERENCE TAG.
 FX2819
 FX2819                          STATION RECOVERY (1980)
 FX2819
 FX2819'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2819'1.0 MI NW FROM WINDSOR.
 FX2819'0.25 MILE NORTHWEST ALONG NC 308 FROM INTERSECTION WITH US 13 BYPASS,
 FX2819'ON THE LEFT NEAR A SPEED LIMIT SIGN, 26.7 FEET SOUTHWEST OF CENTERLINE
 FX2819'OF NC 308, 10.0 FEET WEST OF METAL SPEED LIMIT SIGN POST, 29.4 FEET
 FX2819'NORTHWEST OF SOUTHWEST END OF CULVERT, 33.3 FEET NORTHWEST OF POWER
 FX2819'POLE WITH REFERENCE TAG, 96.0 FEET SOUTHEAST OF POWER POLE L2 WITH
 FX2819'REFERENCE TAG AND 67.7 FEET WEST-SOUTHWEST OF 24 INCH OAK WITH
 FX2819'REFERENCE TAG.
 FX2819
 FX2819                          STATION RECOVERY (1995)
 FX2819
 FX2819'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8013 ***********************************************************************
 DK8013  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8013  DESIGNATION -  BC BAPTIST
 DK8013  PID         -  DK8013
 DK8013  STATE/COUNTY-  NC/SWAIN
 DK8013  USGS QUAD   -  SMOKEMONT (1987)
 DK8013
 DK8013                         *CURRENT SURVEY CONTROL
 DK8013  ___________________________________________________________________
 DK8013* NAD 83(2007)-  35 32 48.64628(N)    083 16 11.35736(W)     ADJUSTED  
 DK8013* NAVD 88     -       693.05   (meters)    2273.8    (feet)  GPS OBS   
 DK8013  ___________________________________________________________________
 DK8013  EPOCH DATE  -        2002.00
 DK8013  X           -     608,931.194 (meters)                     COMP
 DK8013  Y           -  -5,160,126.970 (meters)                     COMP
 DK8013  Z           -   3,687,784.465 (meters)                     COMP
 DK8013  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DK8013  ELLIP HEIGHT-         664.431 (meters)          (01/21/09) ADJUSTED
 DK8013  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DK8013  HORZ ORDER  -  FIRST
 DK8013  ELLP ORDER  -  FOURTH    CLASS II
 DK8013
 DK8013.The horizontal coordinates were established by GPS observations
 DK8013.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8013
 DK8013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8013.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8013.The horizontal coordinates are valid at the epoch date displayed above.
 DK8013.The epoch date for horizontal control is a decimal equivalence
 DK8013.of Year/Month/Day.
 DK8013
 DK8013.The orthometric height was determined by GPS observations and a
 DK8013.high-resolution geoid model.
 DK8013.The orthometric height was determined by GPS observations and a
 DK8013.high-resolution geoid model using precise GPS observation and
 DK8013.processing techniques.
 DK8013
 DK8013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8013
 DK8013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8013
 DK8013.The ellipsoidal height was determined by GPS observations
 DK8013.and is referenced to NAD 83.
 DK8013
 DK8013.The geoid height was determined by GEOID03.
 DK8013
 DK8013;                    North         East     Units Scale Factor Converg.
 DK8013;SPC NC       -   207,649.655   222,591.540   MT  0.99988581   -2 27 51.9
 DK8013;SPC NC       -   681,263.91    730,285.74   sFT  0.99988581   -2 27 51.9
 DK8013;UTM  17      - 3,936,059.113   294,244.856   MT  1.00012173   -1 19 12.2
 DK8013
 DK8013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8013!SPC NC       -   0.99989572  x   0.99988581  =   0.99978155
 DK8013!UTM  17      -   0.99989572  x   1.00012173  =   1.00001744
 DK8013
 DK8013:                Primary Azimuth Mark                     Grid Az
 DK8013:SPC NC       -  SYCAMORE                                 140 08 17.9
 DK8013:UTM  17      -  SYCAMORE                                 138 59 38.2
 DK8013
 DK8013|---------------------------------------------------------------------|
 DK8013| PID    Reference Object                     Distance      Geod. Az  |
 DK8013|                                                           dddmmss.s |
 DK8013| DK8037 SYCAMORE                            401.688 METERS 1374026.0 |
 DK8013|---------------------------------------------------------------------|
 DK8013
 DK8013                          SUPERSEDED SURVEY CONTROL
 DK8013
 DK8013.No superseded survey control is available for this station.
 DK8013
 DK8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9424536059(NAD 83)
 DK8013_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8013_STAMPING: BC BAPTIST 2003
 DK8013_MARK LOGO: NCGS  
 DK8013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8013+STABILITY: SURFACE MOTION
 DK8013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8013+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8013
 DK8013  HISTORY     - Date     Condition        Report By
 DK8013  HISTORY     - 2003     MONUMENTED       NCGS
 DK8013
 DK8013                          STATION DESCRIPTION
 DK8013
 DK8013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8013'THE MARK IS LOCATED ABOUT 12.8 MI (20.7 KM) NORTHEAST OF BRYSON CITY,
 DK8013'12.3 MI (19.8 KM) NORTH-NORTHWEST OF SYLVA AND 5.6 MI (8.9 KM)
 DK8013'NORTH-NORTHEAST OF CHEROKEE.
 DK8013' 
 DK8013'PROCEED ALONG US 441 FOR 1.95 MI (3.14 KM) NORTH CURVING EAST FROM US
 DK8013'19 (IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER),
 DK8013'THENCE SOUTH FOR 0.05 MI (0.08 KM) ALONG AQUONI ROAD, THENCE EAST
 DK8013'CURVING NORTHEAST FOR 1.15 MI (1.85 KM) ALONG BIG COVE ROAD TO THE
 DK8013'BLUE RIDGE PARKWAY OVERPASS.  CONTINUE NORTHEAST FOR 5.15 MI (8.29 KM)
 DK8013'ALONG BIG COVE ROAD, IN THE WEST SHOULDER.  MARK IS ABOUT 2-FT LOWER
 DK8013'THAN BIG COVE ROAD AND IS FLUSH WITH THE GROUND.
 DK8013' 
 DK8013'LOCATED 22.5 FT (6.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF BIG COVE
 DK8013'ROAD, 52.5 FT (16.0 M) SOUTH-SOUTHEAST OF A DRIVE, 89.0 FT (27.1 M)
 DK8013'SOUTH OF A FIRE HYDRANT, AND 53.8 FT (16.4 M) NORTH-NORTHWEST OF A
 DK8013'POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0794 ***********************************************************************
 EA0794  DESIGNATION -  BC CHE
 EA0794  PID         -  EA0794
 EA0794  STATE/COUNTY-  NC/CARTERET
 EA0794  USGS QUAD   -  ATLANTIC (1949)
 EA0794
 EA0794                         *CURRENT SURVEY CONTROL
 EA0794  ___________________________________________________________________
 EA0794* NAD 83(2001)-  34 52 52.27704(N)    076 21 11.49056(W)     ADJUSTED  
 EA0794* NAVD 88     -         3.836  (meters)      12.59   (feet)  ADJUSTED  
 EA0794  ___________________________________________________________________
 EA0794  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EA0794  GEOID HEIGHT-         -37.78  (meters)                     GEOID03
 EA0794  DYNAMIC HT  -           3.833 (meters)      12.58  (feet)  COMP
 EA0794  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 EA0794
 EA0794  HORZ ORDER  -  SECOND
 EA0794  VERT ORDER  -  FIRST     CLASS II
 EA0794
 EA0794.The horizontal coordinates were established by classical geodetic methods
 EA0794.and adjusted by the National Geodetic Survey in August 2005.
 EA0794
 EA0794.The orthometric height was determined by differential leveling
 EA0794.and adjusted in June 1991.
 EA0794
 EA0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0794
 EA0794.The geoid height was determined by GEOID03.
 EA0794
 EA0794.The dynamic height is computed by dividing the NAVD 88
 EA0794.geopotential number by the normal gravity value computed on the
 EA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0794.degrees latitude (g = 980.6199 gals.).
 EA0794
 EA0794.The modeled gravity was interpolated from observed gravity values.
 EA0794
 EA0794;                    North         East     Units Scale Factor Converg.
 EA0794;SPC NC       -   128,708.448   851,517.763   MT  0.99989338   +1 31 39.6
 EA0794;SPC NC       -   422,270.97  2,793,687.86   sFT  0.99989338   +1 31 39.6
 EA0794;UTM  18      - 3,860,702.615   376,336.776   MT  0.99978848   -0 46 26.2
 EA0794
 EA0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0794!SPC NC       -   1.00000533  x   0.99989338  =   0.99989871
 EA0794!UTM  18      -   1.00000533  x   0.99978848  =   0.99979381
 EA0794
 EA0794                          SUPERSEDED SURVEY CONTROL
 EA0794
 EA0794  NAD 83(1986)-  34 52 52.29182(N)    076 21 11.49916(W) AD(       ) 2
 EA0794  NGVD 29 (??/??/92)    4.14   (m)           13.6    (f) COMPUTED    1 2
 EA0794
 EA0794.Superseded values are not recommended for survey control.
 EA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0794.See file dsdata.txt to determine how the superseded data were derived.
 EA0794
 EA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7633760703(NAD 83)
 EA0794_MARKER: DD = SURVEY DISK
 EA0794_SETTING: 0 = UNSPECIFIED SETTING
 EA0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0794
 EA0794  HISTORY     - Date     Condition        Report By
 EA0794  HISTORY     - 1962     MONUMENTED       CGS
 EA0794  HISTORY     - 1963     GOOD             CGS
 EA0794
 EA0794                          STATION DESCRIPTION
 EA0794
 EA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 EA0794'STATION IS LOCATED AT ATLANTIC FIELD.  CHERRY POINT NAVAL AIR
 EA0794'STATION, ABOUT 69 PACES NORTH OF THE ENTRANCE GATE TO THE FIELD
 EA0794'AND 100 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.
 EA0794'
 EA0794'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTIC, GO SOUTHWEST
 EA0794'ON U.S. HIGHWAY 70 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 EA0794'AND GO NORTHWEST FOR 0.4 MILE TO ENTRANCE GATE TO FIELD, CONTINUE
 EA0794'THROUGH GATE TO THE MARK ON THE RIGHT AS DESCRIBED.
 EA0794'
 EA0794'THE MARK IS A PLAIN BRASS DISK SET IN THE CENTER OF A ISOLATED T
 EA0794'PAD, WITHIN A 11X42 FEET RECTANGULAR CONCRETE PAD.  THE DISK IS
 EA0794'STAMPED BC-CHE 1962.
 EA0794'
 EA0794'A TRAVERSE CONNECTION WAS MADE TO STATION GLOTRACK 1962 WITH THE
 EA0794'DISTANCE BEING 105.8625 METERS OR 347.32 FEET, AND ALSO TO GLOTRACK
 EA0794'NO. 3 1962 WITH THE DISTANCE BEING 26.7201 METERS OR 87.66 FEET.
 EA0794
 EA0794                          STATION RECOVERY (1963)
 EA0794
 EA0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LSB)
 EA0794'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 EA0794'
 EA0794'A TRAVERSE CONNECTION WAS MADE TO THE ATLANTIC FIELD GLOTRAC
 EA0794'ANTENNA, THE DISTANCE BEING 30.6794 METERS OR 100.65 FEET.  THE
 EA0794'POINT LOCATED IS A PUNCH HOLE IN THE CENTER OF A HEXAGONAL RECESS
 EA0794'IN THE BOLT BETWEEN THE YOKES OF THE ANTENNA.  THE BOLT IS IN THE
 EA0794'V FORMED BY TWO LEVEL VIALS.  THE POINT IS AT THE ROTATIONAL
 EA0794'CENTER OF THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4639 ***********************************************************************
 DG4639  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4639  DESIGNATION -  BCRK
 DG4639  PID         -  DG4639
 DG4639  STATE/COUNTY-  NC/HENDERSON
 DG4639  USGS QUAD   -  ZIRCONIA (1991)
 DG4639
 DG4639                         *CURRENT SURVEY CONTROL
 DG4639  ___________________________________________________________________
 DG4639* NAD 83(2007)-  35 11 22.47550(N)    082 29 45.27739(W)     ADJUSTED  
 DG4639* NAVD 88     -       634.57   (meters)    2081.9    (feet)  GPS OBS   
 DG4639  ___________________________________________________________________
 DG4639  EPOCH DATE  -        2002.00
 DG4639  X           -     681,563.105 (meters)                     COMP
 DG4639  Y           -  -5,174,131.883 (meters)                     COMP
 DG4639  Z           -   3,655,423.330 (meters)                     COMP
 DG4639  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 DG4639  ELLIP HEIGHT-         603.794 (meters)          (02/10/07) ADJUSTED
 DG4639  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 DG4639
 DG4639  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4639  Type    PID    Designation                      North   East  Ellip
 DG4639  -------------------------------------------------------------------
 DG4639  NETWORK DG4639 BCRK                              0.92   0.78   1.22
 DG4639  -------------------------------------------------------------------
 DG4639
 DG4639.The horizontal coordinates were established by GPS observations
 DG4639.and adjusted by the National Geodetic Survey in February 2007.
 DG4639
 DG4639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4639.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4639.The horizontal coordinates are valid at the epoch date displayed above.
 DG4639.The epoch date for horizontal control is a decimal equivalence
 DG4639.of Year/Month/Day.
 DG4639
 DG4639.The orthometric height was determined by GPS observations and a
 DG4639.high-resolution geoid model.
 DG4639.The orthometric height was determined by GPS observations and a
 DG4639.high-resolution geoid model using precise GPS observation and
 DG4639.processing techniques.
 DG4639
 DG4639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4639
 DG4639.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4639
 DG4639.The ellipsoidal height was determined by GPS observations
 DG4639.and is referenced to NAD 83.
 DG4639
 DG4639.The geoid height was determined by GEOID03.
 DG4639
 DG4639;                    North         East     Units Scale Factor Converg.
 DG4639;SPC NC       -   165,297.176   291,309.932   MT  0.99987318   -2 01 03.8
 DG4639;SPC NC       -   542,312.48    955,739.34   sFT  0.99987318   -2 01 03.8
 DG4639;UTM  17      - 3,895,091.430   363,806.039   MT  0.99982860   -0 51 43.9
 DG4639
 DG4639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4639!SPC NC       -   0.99990524  x   0.99987318  =   0.99977843
 DG4639!UTM  17      -   0.99990524  x   0.99982860  =   0.99973385
 DG4639
 DG4639                          SUPERSEDED SURVEY CONTROL
 DG4639
 DG4639  NAD 83(1986)-  35 11 22.48158(N)    082 29 45.27574(W) AD(       ) 1
 DG4639  NAD 83(2001)-  35 11 22.47550(N)    082 29 45.27753(W) AD(       ) 1
 DG4639  ELLIP H (03/08/04)  603.794  (m)                       GP(       ) 4 1
 DG4639
 DG4639.Superseded values are not recommended for survey control.
 DG4639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4639.See file dsdata.txt to determine how the superseded data were derived.
 DG4639
 DG4639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6380695091(NAD 83)
 DG4639_MARKER: DD = SURVEY DISK
 DG4639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4639_STAMPING: BCRK 2003
 DG4639_MARK LOGO: NGS   
 DG4639_PROJECTION: RECESSED 10 CENTIMETERS
 DG4639_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4639+STABILITY: SURFACE MOTION
 DG4639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4639+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 DG4639
 DG4639  HISTORY     - Date     Condition        Report By
 DG4639  HISTORY     - 20030717 MONUMENTED       MCKIM
 DG4639
 DG4639                          STATION DESCRIPTION
 DG4639
 DG4639'DESCRIBED BY MCKIM AND CREED 2003 (JLS)
 DG4639'THE STATION IS ABOUT 7.0 KM (4.35 MILES) SOUTHWEST OF TUXEDO (AIR
 DG4639'LINE), ABOUT 4.3 KM (2.65
 DG4639'MILES) NORTH OF GAP CREEK, AND ABOUT 3.0 KM (1.85 MILES) SOUTHWEST OF
 DG4639'MOUNTAIN VALLEY.
 DG4639'
 DG4639'TO REACH THE STATION FROM THE INTERSECTION OF SR 1106 (GREEN RIVER
 DG4639'ROAD) AND SR 1104
 DG4639'(BOBS CREEK ROAD), GO SOUTH ON SR 1104 (BOBS CREEK ROAD) FOR 1.28 KM
 DG4639'(0.8 MILES) TO STATION
 DG4639'ON LEFT.
 DG4639'
 DG4639'STATION IS 7.10 METERS (23.3 FEET) NORTHEAST (10 DEGREES MAGNETIC) OF
 DG4639'A PK NAIL SET IN
 DG4639'CENTERLINE OF SR 1104 (BOBS CREEK ROAD), 5.30 METERS (17.4 FEET) EAST
 DG4639'(90 DEGREES MAGNETIC)
 DG4639'OF A PK NAIL SET IN CENTERLINE OF SR 1104 (BOBS CREEK ROAD), AND 2.13
 DG4639'METERS (7 FEET)
 DG4639'NORTHEAST (60 DEGREES MAGNETIC) OF EAST EDGE OF PAVEMENT OF SR 1104
 DG4639'(BOBS CREEK ROAD).
 DG4639'MARK IS A NATIONAL GEODETIC SURVEY DISK SET IN CONCRETE. MARK IS
 DG4639'RECESSED 10
 DG4639'CENTIMETERS (4 INCHES).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8569 ***********************************************************************
 AF8569  DESIGNATION -  BDRY 2 HERTFORD NORTHAMPTON CO
 AF8569  PID         -  AF8569
 AF8569  STATE/COUNTY-  NC/HERTFORD
 AF8569  USGS QUAD   -  CONWAY (1973)
 AF8569
 AF8569                         *CURRENT SURVEY CONTROL
 AF8569  ___________________________________________________________________
 AF8569* NAD 83(2001)-  36 25 47.75790(N)    077 08 04.20021(W)     ADJUSTED  
 AF8569* NAVD 88     -        20.7    (meters)      68.     (feet)  VERT ANG  
 AF8569  ___________________________________________________________________
 AF8569  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AF8569  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AF8569  HORZ ORDER  -  SECOND
 AF8569
 AF8569.The horizontal coordinates were established by classical geodetic methods
 AF8569.and adjusted by the National Geodetic Survey in August 2005.
 AF8569
 AF8569.The orthometric height was determined by vertical angle observations.
 AF8569
 AF8569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8569
 AF8569.The geoid height was determined by GEOID03.
 AF8569
 AF8569;                    North         East     Units Scale Factor Converg.
 AF8569;SPC NC       -   298,879.998   776,888.096   MT  1.00008412   +1 04 36.2
 AF8569;SPC NC       -   980,575.46  2,548,840.36   sFT  1.00008412   +1 04 36.2
 AF8569;UTM  18      - 4,033,753.072   308,659.038   MT  1.00005109   -1 16 04.6
 AF8569
 AF8569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8569!SPC NC       -   1.00000223  x   1.00008412  =   1.00008635
 AF8569!UTM  18      -   1.00000223  x   1.00005109  =   1.00005332
 AF8569
 AF8569                          SUPERSEDED SURVEY CONTROL
 AF8569
 AF8569  NAD 83(1986)-  36 25 47.76659(N)    077 08 04.21571(W) AD(       ) 2
 AF8569
 AF8569.Superseded values are not recommended for survey control.
 AF8569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8569.See file dsdata.txt to determine how the superseded data were derived.
 AF8569
 AF8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0865933753(NAD 83)
 AF8569_MARKER: DU = BOUNDARY MARKER
 AF8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8569_STAMPING: COUNTY LINE 2 1987
 AF8569_MARK LOGO: NCGS  
 AF8569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8569+STABILITY: SURFACE MOTION
 AF8569
 AF8569  HISTORY     - Date     Condition        Report By
 AF8569  HISTORY     - 1987     MONUMENTED       NCGS
 AF8569
 AF8569                          STATION DESCRIPTION
 AF8569
 AF8569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AF8569'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST-SOUTHWEST OF
 AF8569'MURFREESBORO. MARK IS A MONUMENT IN THE HERTFORD-NORTHAMPTON COUNTY
 AF8569'LINE. PROCEED ALONG US 258 FOR 0.85 MI (1.37 KM) SOUTH FROM THE
 AF8569'JUNCTION WITH US 158, THENCE EAST FOR 0.35 MI (0.56 KM) ALONG SR 1539
 AF8569'(WM. PARKER ROAD) TO A FARM ROAD SOUTH AT THE COUNTY LINE, AND STATION
 AF8569'IN THE SOUTH SHOULDER IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 AF8569'MARK IS RECESSED 8 INCHES BELOW GROUND AND 2 FEET (0.6 M) LOWER THAN
 AF8569'ROAD. LOCATED 14.5 FT (4.4 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 AF8569'11.5 FT (3.5 M) EAST OF THE CENTER OF THE FARM ROAD, 7.5 FT (2.3 M)
 AF8569'NORTHWEST OF THE SOUTH END OF THE WESTERNMOST 24-INCH CULVERT--AND
 AF8569'35.0 FT (10.7 M) NORTHEAST OF A 20-INCH POPLAR, 43.5 FT (13.3 M)
 AF8569'SOUTHWEST OF A 16-INCH GUM--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8566 ***********************************************************************
 AF8566  DESIGNATION -  BDRY 6 HERTFORD NORTHAMPTON CO
 AF8566  PID         -  AF8566
 AF8566  STATE/COUNTY-  NC/HERTFORD
 AF8566  USGS QUAD   -  WOODLAND (1977)
 AF8566
 AF8566                         *CURRENT SURVEY CONTROL
 AF8566  ___________________________________________________________________
 AF8566* NAD 83(2001)-  36 21 14.09127(N)    077 09 51.02295(W)     ADJUSTED  
 AF8566* NAVD 88     -        18.4    (meters)      60.     (feet)  VERT ANG  
 AF8566  ___________________________________________________________________
 AF8566  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AF8566  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AF8566  HORZ ORDER  -  SECOND
 AF8566
 AF8566.The horizontal coordinates were established by classical geodetic methods
 AF8566.and adjusted by the National Geodetic Survey in August 2005.
 AF8566
 AF8566.The orthometric height was determined by vertical angle observations.
 AF8566
 AF8566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8566
 AF8566.The geoid height was determined by GEOID03.
 AF8566
 AF8566;                    North         East     Units Scale Factor Converg.
 AF8566;SPC NC       -   290,395.746   774,383.508   MT  1.00005764   +1 03 34.5
 AF8566;SPC NC       -   952,740.04  2,540,623.23   sFT  1.00005764   +1 03 34.5
 AF8566;UTM  18      - 4,025,378.450   305,809.620   MT  1.00006464   -1 16 59.7
 AF8566
 AF8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8566!SPC NC       -   1.00000259  x   1.00005764  =   1.00006023
 AF8566!UTM  18      -   1.00000259  x   1.00006464  =   1.00006723
 AF8566
 AF8566                          SUPERSEDED SURVEY CONTROL
 AF8566
 AF8566  NAD 83(1986)-  36 21 14.09977(N)    077 09 51.03856(W) AD(       ) 2
 AF8566
 AF8566.Superseded values are not recommended for survey control.
 AF8566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8566.See file dsdata.txt to determine how the superseded data were derived.
 AF8566
 AF8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0581025378(NAD 83)
 AF8566_MARKER: DU = BOUNDARY MARKER
 AF8566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF8566_STAMPING: COUNTY LINE 6 1987
 AF8566_MARK LOGO: NCGS  
 AF8566_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8566+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8566
 AF8566  HISTORY     - Date     Condition        Report By
 AF8566  HISTORY     - 1987     MONUMENTED       NCGS
 AF8566
 AF8566                          STATION DESCRIPTION
 AF8566
 AF8566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AF8566'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST-NORTHEAST OF WOODLAND
 AF8566'AND 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF MURFREESBORO. MARK IS A
 AF8566'MONUMENT IN THE HERTFORD-NORTHAMPTON COUNTY LINE. PROCEED ALONG US 258
 AF8566'(MAIN STREET) FOR 2.9 MI (4.7 KM) NORTHEAST FROM NC 35 (LINDEN STREET)
 AF8566'IN WOODLAND, THENCE SOUTHEAST FOR 0.8 MI (1.3 KM) ALONG SR 1532
 AF8566'(HEBRON CHURCH ROAD) TO THE STATION IN THE EAST SHOULDER. MARK IS
 AF8566'RECESSED 6 INCHES BELOW GROUND AND 1.0 FOOT (0.3 M) LOWER THAN ROAD.
 AF8566'LOCATED 14.0 FT (4.3 M) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AF8566'3.7 FT (1.1 M) WEST-SOUTHWEST OF A WITNESS POST, 75.0 FT (22.9 M)
 AF8566'SOUTH OF THE EAST END OF A ROAD CULVERT ON SOUTH SIDE OF A FIELD ROAD
 AF8566'LEADING EAST, 209.0 FT (63.7 M) NORTH OF THE CENTERLINE OF ROAD AT A
 AF8566'FIELD ROAD LEADING WEST (AT END OF PAVEMENT), AND 199.6 FT (60.8 M)
 AF8566'NORTH OF A RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8565 ***********************************************************************
 AF8565  DESIGNATION -  BDRY 7 HERTFORD NORTHAMPTON CO
 AF8565  PID         -  AF8565
 AF8565  STATE/COUNTY-  NC/HERTFORD
 AF8565  USGS QUAD   -  WOODLAND (1977)
 AF8565
 AF8565                         *CURRENT SURVEY CONTROL
 AF8565  ___________________________________________________________________
 AF8565* NAD 83(2001)-  36 20 41.12437(N)    077 10 03.87412(W)     ADJUSTED  
 AF8565* NAVD 88     -        18.3    (meters)      60.     (feet)  VERT ANG  
 AF8565  ___________________________________________________________________
 AF8565  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AF8565  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AF8565  HORZ ORDER  -  SECOND
 AF8565
 AF8565.The horizontal coordinates were established by classical geodetic methods
 AF8565.and adjusted by the National Geodetic Survey in August 2005.
 AF8565
 AF8565.The orthometric height was determined by vertical angle observations.
 AF8565
 AF8565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8565
 AF8565.The geoid height was determined by GEOID03.
 AF8565
 AF8565;                    North         East     Units Scale Factor Converg.
 AF8565;SPC NC       -   289,373.779   774,081.880   MT  1.00005457   +1 03 27.1
 AF8565;SPC NC       -   949,387.14  2,539,633.63   sFT  1.00005457   +1 03 27.1
 AF8565;UTM  18      - 4,024,369.658   305,466.467   MT  1.00006628   -1 17 06.4
 AF8565
 AF8565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8565!SPC NC       -   1.00000260  x   1.00005457  =   1.00005717
 AF8565!UTM  18      -   1.00000260  x   1.00006628  =   1.00006888
 AF8565
 AF8565                          SUPERSEDED SURVEY CONTROL
 AF8565
 AF8565  NAD 83(1986)-  36 20 41.13306(N)    077 10 03.88856(W) AD(       ) 2
 AF8565
 AF8565.Superseded values are not recommended for survey control.
 AF8565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8565.See file dsdata.txt to determine how the superseded data were derived.
 AF8565
 AF8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0546624370(NAD 83)
 AF8565_MARKER: DU = BOUNDARY MARKER
 AF8565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF8565_STAMPING: COUNTY LINE 7 1987
 AF8565_MARK LOGO: NCGS  
 AF8565_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8565
 AF8565  HISTORY     - Date     Condition        Report By
 AF8565  HISTORY     - 1987     MONUMENTED       NCGS
 AF8565
 AF8565                          STATION DESCRIPTION
 AF8565
 AF8565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AF8565'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-NORTHEAST OF WOODLAND,
 AF8565'AND 10.6 MI (17.1 KM) WEST OF AHOSKIE. MARK IS A BOUNDARY MONUMENT IN
 AF8565'THE HERTFORD-NORTHAMPTON COUNTY LINE. PROCEED ALONG US 258 (MAIN
 AF8565'STREET) FOR 1.0 MI (1.6 KM) NORTHEAST FROM NC 35 (LINDEN STREET) IN
 AF8565'WOODLAND, THENCE EAST ALONG SR 1530 (MENOLA ROAD) FOR 1.85 MI (2.98
 AF8565'KM) TO THE STATION IN THE SOUTH SHOULDER OF THE ROAD, OR 0.15 MI (0.24
 AF8565'KM) SOUTHWEST OF SR 1158 (VAUGHAN ROAD), AT THE COUNTY LINE. MARK IS
 AF8565'RECESSED 5 INCHES BELOW GROUND AND LEVEL WITH THE ROAD. LOCATED 16.0
 AF8565'FT (4.9 M) SOUTH OF THE CENTERLINE OF SR 1530, 56.7 FT (17.3 M)
 AF8565'SOUTHWEST OF THE WEST END OF A WOODS ROAD CULVERT--AND 1.5 FT (0.5 M)
 AF8565'NORTH OF THE COUNTY SIGN POST, 29.4 FT (9.0 M) NORTHWEST OF A 10-INCH
 AF8565'OAK, 73.8 FT (22.5 M) NORTHEAST OF A 12-INCH PINE--ALL WITH REFERENCE
 AF8565'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8571 ***********************************************************************
 AF8571  DESIGNATION -  BDRY 9 HERTFORD NORTHAMPTON CO
 AF8571  PID         -  AF8571
 AF8571  STATE/COUNTY-  NC/HERTFORD
 AF8571  USGS QUAD   -  WOODLAND (1977)
 AF8571
 AF8571                         *CURRENT SURVEY CONTROL
 AF8571  ___________________________________________________________________
 AF8571* NAD 83(2001)-  36 19 01.27342(N)    077 10 42.78327(W)     ADJUSTED  
 AF8571* NAVD 88     -        16.1    (meters)      53.     (feet)  VERT ANG  
 AF8571  ___________________________________________________________________
 AF8571  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AF8571  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 AF8571  HORZ ORDER  -  SECOND
 AF8571
 AF8571.The horizontal coordinates were established by classical geodetic methods
 AF8571.and adjusted by the National Geodetic Survey in August 2005.
 AF8571
 AF8571.The orthometric height was determined by vertical angle observations.
 AF8571
 AF8571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8571
 AF8571.The geoid height was determined by GEOID03.
 AF8571
 AF8571;                    North         East     Units Scale Factor Converg.
 AF8571;SPC NC       -   286,278.517   773,168.225   MT  1.00004543   +1 03 04.6
 AF8571;SPC NC       -   939,232.10  2,536,636.08   sFT  1.00004543   +1 03 04.6
 AF8571;UTM  18      - 4,021,314.265   304,427.054   MT  1.00007128   -1 17 26.4
 AF8571
 AF8571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8571!SPC NC       -   1.00000296  x   1.00004543  =   1.00004839
 AF8571!UTM  18      -   1.00000296  x   1.00007128  =   1.00007424
 AF8571
 AF8571                          SUPERSEDED SURVEY CONTROL
 AF8571
 AF8571  NAD 83(1986)-  36 19 01.28155(N)    077 10 42.79692(W) AD(       ) 2
 AF8571
 AF8571.Superseded values are not recommended for survey control.
 AF8571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8571.See file dsdata.txt to determine how the superseded data were derived.
 AF8571
 AF8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0442721314(NAD 83)
 AF8571_MARKER: DU = BOUNDARY MARKER
 AF8571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8571_STAMPING: COUNTY LINE 9 1987
 AF8571_MARK LOGO: NCGS  
 AF8571_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8571+STABILITY: SURFACE MOTION
 AF8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8571+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8571
 AF8571  HISTORY     - Date     Condition        Report By
 AF8571  HISTORY     - 1987     MONUMENTED       NCGS
 AF8571
 AF8571                          STATION DESCRIPTION
 AF8571
 AF8571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AF8571'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) EAST-SOUTHEAST OF WOODLAND
 AF8571'AND 10.7 MI (17.2 KM) WEST OF AHOSKIE. MARK IS A BOUNDARY MONUMENT IN
 AF8571'THE HERTFORD-NORTHAMPTON COUNTY LINE. PROCEED ALONG SR 1529 (MYRTLE
 AF8571'STREET-FINLEY ROAD) FOR 2.15 MI (3.46 KM) SOUTHEAST FROM US 258 (MAIN
 AF8571'STREET) IN WOODLAND, OR 2.25 MI (3.62 KM) NORTHWEST ALONG SR 1155
 AF8571'(FENNELL ROAD) FROM NC 561, TO THE BRIDGE OVER CUTAWHISKIE CREEK, AND
 AF8571'THE STATION IN EAST SHOULDER ON NORTH SIDE OF BRIDGE AT THE COUNTY
 AF8571'LINE. MARK IS RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH THE ROAD.
 AF8571'LOCATED 11.0 FT (3.4 M) EAST OF THE CENTERLINE OF THE ROAD, 18.5 FT
 AF8571'(5.6 M) NORTH OF THE NORTHWEST CORNER OF THE BRIDGE--AND 44.5 FT (13.6
 AF8571'M) WEST OF A POWER POLE, 54.5 FT (16.6 M) SOUTH-SOUTHWEST OF A 24-INCH
 AF8571'OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1419 ***********************************************************************
 FZ1419  DESIGNATION -  BDRY CORNER 2 DAVIDSON GUILFORD CO
 FZ1419  PID         -  FZ1419
 FZ1419  STATE/COUNTY-  NC/DAVIDSON
 FZ1419  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1419
 FZ1419                         *CURRENT SURVEY CONTROL
 FZ1419  ___________________________________________________________________
 FZ1419* NAD 83(2001)-  36 00 38.18004(N)    080 02 35.76603(W)     ADJUSTED  
 FZ1419* NAVD 88     -       272.7    (meters)     895.     (feet)  VERTCON   
 FZ1419  ___________________________________________________________________
 FZ1419  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 FZ1419  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FZ1419  HORZ ORDER  -  SECOND
 FZ1419
 FZ1419.The horizontal coordinates were established by classical geodetic methods
 FZ1419.and adjusted by the National Geodetic Survey in August 2005.
 FZ1419
 FZ1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1419
 FZ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1419
 FZ1419.The geoid height was determined by GEOID03.
 FZ1419
 FZ1419;                    North         East     Units Scale Factor Converg.
 FZ1419;SPC NC       -   251,271.641   515,554.372   MT  0.99996018   -0 36 07.7
 FZ1419;SPC NC       -   824,380.38  1,691,447.97   sFT  0.99996018   -0 36 07.7
 FZ1419;UTM  17      - 3,985,548.006   586,217.651   MT  0.99969159   +0 33 45.1
 FZ1419
 FZ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1419!SPC NC       -   0.99996217  x   0.99996018  =   0.99992235
 FZ1419!UTM  17      -   0.99996217  x   0.99969159  =   0.99965377
 FZ1419
 FZ1419                          SUPERSEDED SURVEY CONTROL
 FZ1419
 FZ1419  NAD 83(1993)-  36 00 38.18673(N)    080 02 35.77656(W) AD(       ) 2
 FZ1419  NAD 83(1986)-  36 00 38.18672(N)    080 02 35.77648(W) AD(       ) 2
 FZ1419  NAD 27      -  36 00 37.69188(N)    080 02 36.62787(W) AD(       ) 2
 FZ1419  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG    3  
 FZ1419
 FZ1419.Superseded values are not recommended for survey control.
 FZ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1419.See file dsdata.txt to determine how the superseded data were derived.
 FZ1419
 FZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8621885548(NAD 83)
 FZ1419_MARKER: Z = SEE DESCRIPTION
 FZ1419_SETTING: 0 = UNSPECIFIED SETTING
 FZ1419_MARK LOGO: NONE  
 FZ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1419
 FZ1419  HISTORY     - Date     Condition        Report By
 FZ1419  HISTORY     - 1961     MONUMENTED       NCGS
 FZ1419
 FZ1419                          STATION DESCRIPTION
 FZ1419
 FZ1419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FZ1419'TWO COUNTY CORNER IS A N. C. GEODETIC SURVEY TRAVERSE
 FZ1419'STATION ESTABLISHED IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FZ1419'
 FZ1419'STATION IS 4.3 MILES NW OF THE CENTER OF HIGH POINT, SOUTH OF
 FZ1419'HILLS SERVICE STATION AND GROCERY STORE LOCATED ACROSS U.S. 311
 FZ1419'AND WEST OF INTERSECTION OF U.S. 311 AND SKEET CLUB RD, SR 1820.
 FZ1419'
 FZ1419'STATION IS THE ORIGINAL COUNTY CORNER MARKER, CONCRETE WITH A
 FZ1419'3 INCH HOLE IN CENTER WITH A PIECE OF WOOD DRIVEN IN HOLE WITH
 FZ1419'A TACK IN CENTER FOR A POINT.
 FZ1419'
 FZ1419'MARK IS
 FZ1419'
 FZ1419'51.50 FT SW OF C/L OF U.S. 311
 FZ1419'
 FZ1419'136.0 FT W OF INTERSECTION OF U.S. 311 AND SR 1820
 FZ1419'
 FZ1419'25.50 FT SW OF 3 NAILS IN TELEPHONE POLE 94
 FZ1419'
 FZ1419'26.95 FT E OF 3 NAILS IN POWER POLE N.1
 FZ1419'
 FZ1419'49.50 FT SE OF 3 NAILS IN 4 INCH FORSYTH AND DAVIDSON COS.
 FZ1419'SIGN POST
 FZ1419'
 FZ1419'18.0 FT N OF C/L OF DIRT ROAD.
 FZ1419'
 FZ1419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2062 ***********************************************************************
 AB2062  DESIGNATION -  BDRY LINE 10 CHATHAM ORANGE CO
 AB2062  PID         -  AB2062
 AB2062  STATE/COUNTY-  NC/ORANGE
 AB2062  USGS QUAD   -  FARRINGTON (1993)
 AB2062
 AB2062                         *CURRENT SURVEY CONTROL
 AB2062  ___________________________________________________________________
 AB2062* NAD 83(2001)-  35 51 50.32728(N)    079 07 17.26349(W)     NO CHECK  
 AB2062* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 AB2062  ___________________________________________________________________
 AB2062  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 AB2062  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AB2062  HORZ ORDER  -  SECOND
 AB2062
 AB2062.The horizontal coordinates were established by classical geodetic methods
 AB2062.and adjusted by the National Geodetic Survey in August 2005.
 AB2062.No horizontal observational check was made to the station.
 AB2062
 AB2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2062
 AB2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2062
 AB2062.The geoid height was determined by GEOID03.
 AB2062
 AB2062;                    North         East     Units Scale Factor Converg.
 AB2062;SPC NC       -   234,515.788   598,631.751   MT  0.99992957   -0 04 12.4
 AB2062;SPC NC       -   769,407.21  1,964,011.00   sFT  0.99992957   -0 04 12.4
 AB2062;UTM  17      - 3,970,491.295   669,608.032   MT  0.99995448   +1 06 03.0
 AB2062
 AB2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2062!SPC NC       -   0.99997877  x   0.99992957  =   0.99990834
 AB2062!UTM  17      -   0.99997877  x   0.99995448  =   0.99993325
 AB2062
 AB2062|---------------------------------------------------------------------|
 AB2062| PID    Reference Object                     Distance      Geod. Az  |
 AB2062|                                                           dddmmss.s |
 AB2062| AB2061 BDRY LINE 9 CHATHAM ORANGE CO        50.143 METERS 03935     |
 AB2062| AB2038 MEACHAM                             356.498 METERS 21000     |
 AB2062|---------------------------------------------------------------------|
 AB2062
 AB2062                          SUPERSEDED SURVEY CONTROL
 AB2062
 AB2062  NAD 83(1986)-  35 51 50.33156(N)    079 07 17.27224(W) AD(       ) 2
 AB2062  NGVD 29 (03/25/96)  166.4    (m)          546.     (f) VERT ANG    3  
 AB2062
 AB2062.Superseded values are not recommended for survey control.
 AB2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2062.See file dsdata.txt to determine how the superseded data were derived.
 AB2062
 AB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6960870491(NAD 83)
 AB2062_MARKER: DU = BOUNDARY MARKER
 AB2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2062_STAMPING: CHATHAM ORANGE 10 1992
 AB2062_MARK LOGO: NCGS  
 AB2062_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2062+STABILITY: SURFACE MOTION
 AB2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2062+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 AB2062
 AB2062  HISTORY     - Date     Condition        Report By
 AB2062  HISTORY     - 1993     MONUMENTED       NCGS
 AB2062  HISTORY     - 20070202 GOOD             GEOCAC
 AB2062
 AB2062                          STATION DESCRIPTION
 AB2062
 AB2062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2062'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF CHAPEL HILL AND
 AB2062'10.5 MI (16.9 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2062' 
 AB2062'PROCEED ALONG SR 1942 (JONES FERRY ROAD) FOR 2.5 MI (4.0 KM) SOUTHWEST
 AB2062'FROM THE NC 54 OVERPASS, THENCE SOUTHEAST FOR 1.55 MI (2.49 KM) ALONG
 AB2062'SR 1940 (DAMASCUS CHURCH ROAD), THENCE SOUTH FOR 0.45 MI (0.72 KM)
 AB2062'ALONG SR 1939 (MEACHAM ROAD) TO THE STATION, AT THE ORANGE/CHATHAM
 AB2062'COUNTY LINE.
 AB2062' 
 AB2062'MARK IS FLUSH WITH GROUND AND 1 FOOT LOWER THAN THE ROAD. LOCATED 30.0
 AB2062'FT (9.1 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 140.0 FT (42.7 M)
 AB2062'EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF A DRIVEWAY AND THE
 AB2062'ROAD, 164.5 FT (50.1 M) SOUTH-SOUTHWEST OF--COUNTY LINE MARKER 9--AND
 AB2062'26.8 FT (8.2 M) WEST-SOUTHWEST OF A 14-INCH PINE, 16.0 FT (4.9 M)
 AB2062'NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AB2062
 AB2062                          STATION RECOVERY (2007)
 AB2062
 AB2062'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AB2062'DESCRIPTION UNCHANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2063 ***********************************************************************
 AB2063  DESIGNATION -  BDRY LINE 14 CHATHAM ORANGE CO
 AB2063  PID         -  AB2063
 AB2063  STATE/COUNTY-  NC/ORANGE
 AB2063  USGS QUAD   -  BYNUM (1968)
 AB2063
 AB2063                         *CURRENT SURVEY CONTROL
 AB2063  ___________________________________________________________________
 AB2063* NAD 83(2001)-  35 52 04.21014(N)    079 09 30.52640(W)     ADJUSTED  
 AB2063* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AB2063  ___________________________________________________________________
 AB2063  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AB2063  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AB2063  HORZ ORDER  -  SECOND
 AB2063
 AB2063.The horizontal coordinates were established by classical geodetic methods
 AB2063.and adjusted by the National Geodetic Survey in August 2005.
 AB2063
 AB2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2063
 AB2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2063
 AB2063.The geoid height was determined by GEOID03.
 AB2063
 AB2063;                    North         East     Units Scale Factor Converg.
 AB2063;SPC NC       -   234,948.358   595,289.319   MT  0.99993029   -0 05 29.3
 AB2063;SPC NC       -   770,826.40  1,953,045.04   sFT  0.99993029   -0 05 29.3
 AB2063;UTM  17      - 3,970,855.485   666,257.400   MT  0.99994061   +1 04 45.2
 AB2063
 AB2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2063!SPC NC       -   0.99997972  x   0.99993029  =   0.99991001
 AB2063!UTM  17      -   0.99997972  x   0.99994061  =   0.99992033
 AB2063
 AB2063|---------------------------------------------------------------------|
 AB2063| PID    Reference Object                     Distance      Geod. Az  |
 AB2063|                                                           dddmmss.s |
 AB2063| AB2042 TOWERS                              271.626 METERS 07020     |
 AB2063| AB2041 TERRELL                             112.055 METERS 25513     |
 AB2063|---------------------------------------------------------------------|
 AB2063
 AB2063                          SUPERSEDED SURVEY CONTROL
 AB2063
 AB2063  NAD 83(1986)-  35 52 04.21434(N)    079 09 30.53632(W) AD(       ) 2
 AB2063  NGVD 29 (03/25/96)  160.3    (m)          526.     (f) VERT ANG    3  
 AB2063
 AB2063.Superseded values are not recommended for survey control.
 AB2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2063.See file dsdata.txt to determine how the superseded data were derived.
 AB2063
 AB2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6625770855(NAD 83)
 AB2063_MARKER: DU = BOUNDARY MARKER
 AB2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2063_STAMPING: CHATHAM ORANGE 14 1992
 AB2063_MARK LOGO: NCGS  
 AB2063_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2063+STABILITY: SURFACE MOTION
 AB2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2063+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB2063
 AB2063  HISTORY     - Date     Condition        Report By
 AB2063  HISTORY     - 1993     MONUMENTED       NCGS
 AB2063  HISTORY     - 20051125 GOOD             GEOCAC
 AB2063
 AB2063                          STATION DESCRIPTION
 AB2063
 AB2063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2063'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF CHAPEL
 AB2063'HILL AND 10.3 MI (16.6 KM) NORTH OF PITTSBORO.
 AB2063' 
 AB2063'ALONG SR 1942 (JONES FERRY ROAD) FOR 4.8 MI (7.7 KM) SOUTHWEST FROM
 AB2063'THE NC 54 OVERPASS, AT THE ORANGE/CHATHAM COUNTY LINE, IN A BOTTOM
 AB2063'NEAR A HIGHWAY CULVERT.
 AB2063' 
 AB2063'MARK IS FLUSH WITH GROUND AND 4 FEET LOWER THAN THE ROAD. LOCATED 30.0
 AB2063'FT (9.1 M) SOUTH OF THE CENTERLINE OF THE ROAD, 123.0 FT (37.5 M) WEST
 AB2063'OF THE CENTER OF A GRAVEL DRIVEWAY, 7.0 FT (2.1 M) SOUTHEAST OF THE
 AB2063'SOUTH END OF A CONCRETE HIGHWAY CULVERT--AND 30.5 FT (9.3 M) EAST OF A
 AB2063'POWER POLE, 25.6 FT (7.8 M) NORTH-NORTHEAST OF A 10-INCH PINE--BOTH
 AB2063'WITH REFERENCE TAGS.
 AB2063
 AB2063                          STATION RECOVERY (2005)
 AB2063
 AB2063'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2063'CONDITION GOOD. NOTE--REF TAGS ON PP AND TREE DO NOT POINT TO STATION.
 AB2063'MARK IS 7 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE HIGHWAY
 AB2063'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2064 ***********************************************************************
 AB2064  DESIGNATION -  BDRY LINE 16 CHATHAM ORANGE CO
 AB2064  PID         -  AB2064
 AB2064  STATE/COUNTY-  NC/ORANGE
 AB2064  USGS QUAD   -  BYNUM (1968)
 AB2064
 AB2064                         *CURRENT SURVEY CONTROL
 AB2064  ___________________________________________________________________
 AB2064* NAD 83(2001)-  35 52 18.82565(N)    079 12 01.69461(W)     NO CHECK  
 AB2064* NAVD 88     -       146.6    (meters)     481.     (feet)  VERTCON   
 AB2064  ___________________________________________________________________
 AB2064  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AB2064  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AB2064  HORZ ORDER  -  SECOND
 AB2064
 AB2064.The horizontal coordinates were established by classical geodetic methods
 AB2064.and adjusted by the National Geodetic Survey in August 2005.
 AB2064.No horizontal observational check was made to the station.
 AB2064
 AB2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2064
 AB2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2064
 AB2064.The geoid height was determined by GEOID03.
 AB2064
 AB2064;                    North         East     Units Scale Factor Converg.
 AB2064;SPC NC       -   235,405.651   591,498.113   MT  0.99993105   -0 06 56.5
 AB2064;SPC NC       -   772,326.71  1,940,606.73   sFT  0.99993105   -0 06 56.5
 AB2064;UTM  17      - 3,971,235.233   662,457.635   MT  0.99992522   +1 03 17.0
 AB2064
 AB2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2064!SPC NC       -   0.99998182  x   0.99993105  =   0.99991287
 AB2064!UTM  17      -   0.99998182  x   0.99992522  =   0.99990704
 AB2064
 AB2064                          SUPERSEDED SURVEY CONTROL
 AB2064
 AB2064  NAD 83(1986)-  35 52 18.82988(N)    079 12 01.70490(W) AD(       ) 2
 AB2064  NGVD 29 (03/25/96)  146.8    (m)          482.     (f) VERT ANG    3  
 AB2064
 AB2064.Superseded values are not recommended for survey control.
 AB2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2064.See file dsdata.txt to determine how the superseded data were derived.
 AB2064
 AB2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6245871235(NAD 83)
 AB2064_MARKER: DU = BOUNDARY MARKER
 AB2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2064_STAMPING: CHATHAM ORANGE 1992
 AB2064_MARK LOGO: NCGS  
 AB2064_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2064+STABILITY: SURFACE MOTION
 AB2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2064+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2064
 AB2064  HISTORY     - Date     Condition        Report By
 AB2064  HISTORY     - 1992     MONUMENTED       NCGS
 AB2064  HISTORY     - 20051125 GOOD             GEOCAC
 AB2064
 AB2064                          STATION DESCRIPTION
 AB2064
 AB2064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2064'STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF CHAPEL
 AB2064'HILL AND 10.6 MI (17.1 KM) NORTH OF PITTSBORO.
 AB2064' 
 AB2064'ALONG SR 1951 (WHITE CROSS ROAD) FOR 1.7 MI (2.7 KM) SOUTH FROM SR
 AB2064'1005 (OLD GREENSBORO HIGHWAY), AT THE ORANGE/CHATHAM COUNTY LINE, AT A
 AB2064'FENCE.
 AB2064' 
 AB2064'MARK PROJECTS 4 INCHES ABOVE GROUND. LOCATED 30.0 FT (9.1 M) EAST OF
 AB2064'THE CENTERLINE OF THE ROAD, 83.0 FT (25.3 M) NORTH-NORTHEAST OF THE
 AB2064'EAST END OF A HIGHWAY CULVERT--AND 18.0 FT (5.5 M) SOUTH OF A FENCE
 AB2064'POST, 8.8 FT (2.7 M) WEST-SOUTHWEST OF A 10-INCH PINE--BOTH WITH
 AB2064'REFERENCE TAGS.
 AB2064
 AB2064                          STATION RECOVERY (2005)
 AB2064
 AB2064'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2064'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2066 ***********************************************************************
 AB2066  DESIGNATION -  BDRY LINE 21 CHATHAM ORANGE CO
 AB2066  PID         -  AB2066
 AB2066  STATE/COUNTY-  NC/ORANGE
 AB2066  USGS QUAD   -  WHITE CROSS (1981)
 AB2066
 AB2066                         *CURRENT SURVEY CONTROL
 AB2066  ___________________________________________________________________
 AB2066* NAD 83(2001)-  35 52 32.48889(N)    079 14 20.07883(W)     NO CHECK  
 AB2066* NAVD 88     -       154.79   (+/-2cm)     507.8    (feet)  VERTCON   
 AB2066  ___________________________________________________________________
 AB2066  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AB2066  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AB2066  HORZ ORDER  -  SECOND
 AB2066  VERT ORDER  -  THIRD (See Below)
 AB2066
 AB2066.The horizontal coordinates were established by classical geodetic methods
 AB2066.and adjusted by the National Geodetic Survey in August 2005.
 AB2066.No horizontal observational check was made to the station.
 AB2066
 AB2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2066.The vertical order pertains to the NGVD 29 superseded value.
 AB2066
 AB2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2066
 AB2066.The geoid height was determined by GEOID03.
 AB2066
 AB2066;                    North         East     Units Scale Factor Converg.
 AB2066;SPC NC       -   235,834.421   588,027.880   MT  0.99993177   -0 08 16.4
 AB2066;SPC NC       -   773,733.43  1,929,221.47   sFT  0.99993177   -0 08 16.4
 AB2066;UTM  17      - 3,971,593.034   658,979.414   MT  0.99991144   +1 01 56.2
 AB2066
 AB2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2066!SPC NC       -   0.99998051  x   0.99993177  =   0.99991229
 AB2066!UTM  17      -   0.99998051  x   0.99991144  =   0.99989196
 AB2066
 AB2066                          SUPERSEDED SURVEY CONTROL
 AB2066
 AB2066  NAD 83(1986)-  35 52 32.49312(N)    079 14 20.08940(W) AD(       ) 2
 AB2066  NGVD 29 (03/25/96)  155.04   (m)          508.7    (f) LEVELING    3  
 AB2066
 AB2066.Superseded values are not recommended for survey control.
 AB2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2066.See file dsdata.txt to determine how the superseded data were derived.
 AB2066
 AB2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5897971593(NAD 83)
 AB2066_MARKER: DU = BOUNDARY MARKER
 AB2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2066_STAMPING: CHATHAM ORANGE 21 1992
 AB2066_MARK LOGO: NCGS  
 AB2066_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2066+STABILITY: SURFACE MOTION
 AB2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2066+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2006
 AB2066
 AB2066  HISTORY     - Date     Condition        Report By
 AB2066  HISTORY     - 1993     MONUMENTED       NCGS
 AB2066  HISTORY     - 20060206 GOOD             GEOCAC
 AB2066
 AB2066                          STATION DESCRIPTION
 AB2066
 AB2066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2066'STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) WEST-SOUTHWEST OF CHAPEL
 AB2066'HILL AND 11.3 MI (18.2 KM) NORTH-NORTHWEST OF PITTSBORO.
 AB2066' 
 AB2066'ALONG SR 1956 (CRAWFORD DAIRY ROAD) FOR 1.35 MI (2.17 KM) SOUTH FROM
 AB2066'SR 1005 (OLD GREENSBORO HIGHWAY), AT THE ORANGE/CHATHAM COUNTY LINE,
 AB2066'IN THE WEST EDGE OF A CULTIVATED FIELD.
 AB2066' 
 AB2066'MARK IS RECESSED 18 INCHES BELOW GROUND AND IS 2 FEET LOWER THAN ROAD.
 AB2066'LOCATED 29.7 FT (9.1 M) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AB2066'43.0 FT (13.1 M) NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF THE
 AB2066'ROAD AND A GRAVEL DRIVE, 243.0 FT (74.1 M) SOUTH-SOUTHEAST OF THE
 AB2066'SOUTH END OF A CONCRETE DRIVEWAY CULVERT--AND 110.7 FT (33.7 M)
 AB2066'NORTHEAST OF A TELEPHONE PEDESTAL AT A POWER POLE, 147.7 FT (45.0 M)
 AB2066'SOUTH OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AB2066
 AB2066                          STATION RECOVERY (2006)
 AB2066
 AB2066'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AB2066'RECOVERED AS DESCRIBED. RECESSED 18 INCHES. THE GRAVEL ROAD IS NAMED
 AB2066'STAGS TRAIL (A PRIVATE STREET).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2055 ***********************************************************************
 AB2055  DESIGNATION -  BDRY LINE 3 CHATHAM ORANGE CO
 AB2055  PID         -  AB2055
 AB2055  STATE/COUNTY-  NC/ORANGE
 AB2055  USGS QUAD   -  FARRINGTON (1993)
 AB2055
 AB2055                         *CURRENT SURVEY CONTROL
 AB2055  ___________________________________________________________________
 AB2055* NAD 83(2001)-  35 51 45.94746(N)    079 01 35.52065(W)     NO CHECK  
 AB2055* NAVD 88     -        90.64   (+/-2cm)     297.4    (feet)  VERTCON   
 AB2055  ___________________________________________________________________
 AB2055  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 AB2055  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB2055  HORZ ORDER  -  SECOND
 AB2055  VERT ORDER  -  THIRD (See Below)
 AB2055
 AB2055.The horizontal coordinates were established by classical geodetic methods
 AB2055.and adjusted by the National Geodetic Survey in August 2005.
 AB2055.No horizontal observational check was made to the station.
 AB2055
 AB2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2055.The vertical order pertains to the NGVD 29 superseded value.
 AB2055
 AB2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2055
 AB2055.The geoid height was determined by GEOID03.
 AB2055
 AB2055;                    North         East     Units Scale Factor Converg.
 AB2055;SPC NC       -   234,374.415   607,204.892   MT  0.99992934   -0 00 55.1
 AB2055;SPC NC       -   768,943.39  1,992,138.05   sFT  0.99992934   -0 00 55.1
 AB2055;UTM  17      - 3,970,525.209   678,182.642   MT  0.99999123   +1 09 23.2
 AB2055
 AB2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2055!SPC NC       -   0.99999068  x   0.99992934  =   0.99992002
 AB2055!UTM  17      -   0.99999068  x   0.99999123  =   0.99998191
 AB2055
 AB2055                          SUPERSEDED SURVEY CONTROL
 AB2055
 AB2055  NAD 83(1986)-  35 51 45.95195(N)    079 01 35.53023(W) AD(       ) 2
 AB2055  NGVD 29 (03/25/96)   90.89   (m)          298.2    (f) LEVELING    3  
 AB2055
 AB2055.Superseded values are not recommended for survey control.
 AB2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2055.See file dsdata.txt to determine how the superseded data were derived.
 AB2055
 AB2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7818370525(NAD 83)
 AB2055_MARKER: DU = BOUNDARY MARKER
 AB2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2055_STAMPING: CHATHAM ORANGE 3 1992
 AB2055_MARK LOGO: NCGS  
 AB2055_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2055+STABILITY: SURFACE MOTION
 AB2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2055+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2055
 AB2055  HISTORY     - Date     Condition        Report By
 AB2055  HISTORY     - 1992     MONUMENTED       NCGS
 AB2055  HISTORY     - 20051001 GOOD             GEOCAC
 AB2055
 AB2055                          STATION DESCRIPTION
 AB2055
 AB2055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2055'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF CHAPEL
 AB2055'HILL AND 13.0 MI (20.9 KM) NORTHEAST OF PITTSBORO.
 AB2055' 
 AB2055'ALONG SR 1008 (MT CARMEL CHURCH ROAD) FOR 2.7 MI (4.3 KM) SOUTHEAST
 AB2055'FROM US 15-501, AT MT CARMEL CHURCH AND THE ORANGE/CHATHAM COUNTY
 AB2055'LINE.
 AB2055' 
 AB2055'MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH ROAD. LOCATED
 AB2055'30.2 FT (9.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 89.0 FT
 AB2055'(27.1 M) SOUTH OF THE SOUTH END OF A STONE WALL, 3.8 FT (1.2 M)
 AB2055'EAST-SOUTHEAST OF A METAL COUNTY LINE SIGN POST--AND 49.5 FT (15.1 M)
 AB2055'NORTHWEST OF AN 18-INCH OAK, 64.5 FT (19.7 M) SOUTH-SOUTHWEST OF A
 AB2055'POWER POLE--BOTH WITH REFERENCE TAGS.
 AB2055
 AB2055                          STATION RECOVERY (2005)
 AB2055
 AB2055'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2056 ***********************************************************************
 AB2056  DESIGNATION -  BDRY LINE 4 CHATHAM ORANGE CO
 AB2056  PID         -  AB2056
 AB2056  STATE/COUNTY-  NC/ORANGE
 AB2056  USGS QUAD   -  FARRINGTON (1993)
 AB2056
 AB2056                         *CURRENT SURVEY CONTROL
 AB2056  ___________________________________________________________________
 AB2056* NAD 83(2001)-  35 51 43.69946(N)    079 02 42.85382(W)     NO CHECK  
 AB2056* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 AB2056  ___________________________________________________________________
 AB2056  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 AB2056  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 AB2056  HORZ ORDER  -  SECOND
 AB2056
 AB2056.The horizontal coordinates were established by classical geodetic methods
 AB2056.and adjusted by the National Geodetic Survey in August 2005.
 AB2056.No horizontal observational check was made to the station.
 AB2056
 AB2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2056
 AB2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2056
 AB2056.The geoid height was determined by GEOID03.
 AB2056
 AB2056;                    North         East     Units Scale Factor Converg.
 AB2056;SPC NC       -   234,305.745   605,515.672   MT  0.99992922   -0 01 34.0
 AB2056;SPC NC       -   768,718.10  1,986,596.00   sFT  0.99992922   -0 01 34.0
 AB2056;UTM  17      - 3,970,422.006   676,495.081   MT  0.99998386   +1 08 43.7
 AB2056
 AB2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2056!SPC NC       -   0.99998470  x   0.99992922  =   0.99991392
 AB2056!UTM  17      -   0.99998470  x   0.99998386  =   0.99996856
 AB2056
 AB2056                          SUPERSEDED SURVEY CONTROL
 AB2056
 AB2056  NAD 83(1986)-  35 51 43.70395(N)    079 02 42.86343(W) AD(       ) 2
 AB2056  NGVD 29 (03/25/96)  128.9    (m)          423.     (f) VERT ANG    3  
 AB2056
 AB2056.Superseded values are not recommended for survey control.
 AB2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2056.See file dsdata.txt to determine how the superseded data were derived.
 AB2056
 AB2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7649570422(NAD 83)
 AB2056_MARKER: DU = BOUNDARY MARKER
 AB2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2056_STAMPING: CHATHAM ORANGE 4 1992
 AB2056_MARK LOGO: NCGS  
 AB2056_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2056+STABILITY: SURFACE MOTION
 AB2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2056+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2056
 AB2056  HISTORY     - Date     Condition        Report By
 AB2056  HISTORY     - 1992     MONUMENTED       NCGS
 AB2056  HISTORY     - 20051001 GOOD             GEOCAC
 AB2056
 AB2056                          STATION DESCRIPTION
 AB2056
 AB2056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2056'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTH OF CHAPEL HILL AND 12.3
 AB2056'MI (19.8 KM) NORTHEAST OF PITTSBORO.
 AB2056' 
 AB2056'PROCEED ALONG SR 1008 (MT CARMEL CHURCH ROAD) FOR 1.95 MI (3.14 KM)
 AB2056'SOUTHEAST FROM US 15-501, TO SR 1918 (CLEARWATER LAKE DRIVE), THENCE
 AB2056'0.7 MI (1.1 KM) SOUTH ALONG SR 1918 TO HUMMINGBIRD HILL DRIVE AND
 AB2056'STATION, AT THE INTERSECTION IN THE EDGE OF THE WOODS.
 AB2056' 
 AB2056'MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED 30.5 FT (9.3 M)
 AB2056'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 76.5 FT (23.3 M) EAST OF
 AB2056'A TELEPHONE PEDESTAL--AND 11.0 FT (3.4 M) NORTH-NORTHWEST OF A 10-INCH
 AB2056'PINE, 54.5 FT (16.6 M) NORTH-NORTHEAST OF A POWER POLE--BOTH WITH
 AB2056'REFERENCE TAGS.
 AB2056
 AB2056                          STATION RECOVERY (2005)
 AB2056
 AB2056'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2056'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2057 ***********************************************************************
 AB2057  DESIGNATION -  BDRY LINE 5 CHATHAM ORANGE CO
 AB2057  PID         -  AB2057
 AB2057  STATE/COUNTY-  NC/ORANGE
 AB2057  USGS QUAD   -  FARRINGTON (1993)
 AB2057
 AB2057                         *CURRENT SURVEY CONTROL
 AB2057  ___________________________________________________________________
 AB2057* NAD 83(2001)-  35 51 40.99009(N)    079 03 53.04951(W)     NO CHECK  
 AB2057* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 AB2057  ___________________________________________________________________
 AB2057  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AB2057  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 AB2057  HORZ ORDER  -  SECOND
 AB2057
 AB2057.The horizontal coordinates were established by classical geodetic methods
 AB2057.and adjusted by the National Geodetic Survey in August 2005.
 AB2057.No horizontal observational check was made to the station.
 AB2057
 AB2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2057
 AB2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2057
 AB2057.The geoid height was determined by GEOID03.
 AB2057
 AB2057;                    North         East     Units Scale Factor Converg.
 AB2057;SPC NC       -   234,223.220   603,754.604   MT  0.99992908   -0 02 14.5
 AB2057;SPC NC       -   768,447.35  1,980,818.23   sFT  0.99992908   -0 02 14.5
 AB2057;UTM  17      - 3,970,303.488   674,735.979   MT  0.99997624   +1 08 02.5
 AB2057
 AB2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2057!SPC NC       -   0.99998100  x   0.99992908  =   0.99991008
 AB2057!UTM  17      -   0.99998100  x   0.99997624  =   0.99995724
 AB2057
 AB2057                          SUPERSEDED SURVEY CONTROL
 AB2057
 AB2057  NAD 83(1986)-  35 51 40.99452(N)    079 03 53.05920(W) AD(       ) 2
 AB2057  NGVD 29 (03/25/96)  152.4    (m)          500.     (f) VERT ANG    3  
 AB2057
 AB2057.Superseded values are not recommended for survey control.
 AB2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2057.See file dsdata.txt to determine how the superseded data were derived.
 AB2057
 AB2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7473670303(NAD 83)
 AB2057_MARKER: DU = BOUNDARY MARKER
 AB2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2057_STAMPING: CHATHAM ORANGE 5 1992
 AB2057_MARK LOGO: NCGS  
 AB2057_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2057+STABILITY: SURFACE MOTION
 AB2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2057+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2057
 AB2057  HISTORY     - Date     Condition        Report By
 AB2057  HISTORY     - 1992     MONUMENTED       NCGS
 AB2057  HISTORY     - 20051125 GOOD             GEOCAC
 AB2057
 AB2057                          STATION DESCRIPTION
 AB2057
 AB2057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2057'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTH OF CHAPEL HILL AND 11.7
 AB2057'MI (18.8 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2057' 
 AB2057'PROCEED ALONG SR 1008 (MT CARMEL CHURCH ROAD) FOR 0.6 MI (1.0 KM)
 AB2057'SOUTHEAST FROM US 15-501, THENCE 1.85 MI (2.98 KM) SOUTH ALONG SR 1919
 AB2057'(OLD LYSTRA ROAD) TO STATION, AT THE ORANGE/CHATHAM COUNTY LINE.
 AB2057' 
 AB2057'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS LEVEL WITH ROAD. LOCATED
 AB2057'30.0 FT (9.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 97.0 FT
 AB2057'(29.6 M) SOUTH-SOUTHWEST OF THE EAST END OF A CONCRETE HIGHWAY
 AB2057'CULVERT--AND 29.7 FT (9.1 M) NORTH-NORTHWEST OF A 30-INCH OAK, 67.5 FT
 AB2057'(20.6 M) EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AB2057
 AB2057                          STATION RECOVERY (2005)
 AB2057
 AB2057'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2057'RECOVERED AS DESCRIBED, EXCEPT DELETE REFERENCE TO POWER POLE.
 AB2057' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2058 ***********************************************************************
 AB2058  DESIGNATION -  BDRY LINE 6 CHATHAM ORANGE CO
 AB2058  PID         -  AB2058
 AB2058  STATE/COUNTY-  NC/ORANGE
 AB2058  USGS QUAD   -  FARRINGTON (1993)
 AB2058
 AB2058                         *CURRENT SURVEY CONTROL
 AB2058  ___________________________________________________________________
 AB2058* NAD 83(2001)-  35 51 38.79008(N)    079 04 55.33014(W)     ADJUSTED  
 AB2058* NAVD 88     -       165.9    (meters)     544.     (feet)  VERTCON   
 AB2058  ___________________________________________________________________
 AB2058  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 AB2058  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AB2058  HORZ ORDER  -  SECOND
 AB2058
 AB2058.The horizontal coordinates were established by classical geodetic methods
 AB2058.and adjusted by the National Geodetic Survey in August 2005.
 AB2058
 AB2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2058
 AB2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2058
 AB2058.The geoid height was determined by GEOID03.
 AB2058
 AB2058;                    North         East     Units Scale Factor Converg.
 AB2058;SPC NC       -   234,156.573   602,192.086   MT  0.99992897   -0 02 50.5
 AB2058;SPC NC       -   768,228.69  1,975,691.87   sFT  0.99992897   -0 02 50.5
 AB2058;UTM  17      - 3,970,204.910   673,175.082   MT  0.99996955   +1 07 25.9
 AB2058
 AB2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2058!SPC NC       -   0.99997883  x   0.99992897  =   0.99990780
 AB2058!UTM  17      -   0.99997883  x   0.99996955  =   0.99994838
 AB2058
 AB2058|---------------------------------------------------------------------|
 AB2058| PID    Reference Object                     Distance      Geod. Az  |
 AB2058|                                                           dddmmss.s |
 AB2058| AB2036 TOWN                                 65.128 METERS 18948     |
 AB2058| AB2059 BDRY LINE 7 CHATHAM ORANGE CO        37.349 METERS 26745     |
 AB2058|---------------------------------------------------------------------|
 AB2058
 AB2058                          SUPERSEDED SURVEY CONTROL
 AB2058
 AB2058  NAD 83(1986)-  35 51 38.79453(N)    079 04 55.33988(W) AD(       ) 2
 AB2058  NGVD 29 (03/25/96)  166.2    (m)          545.     (f) VERT ANG    3  
 AB2058
 AB2058.Superseded values are not recommended for survey control.
 AB2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2058.See file dsdata.txt to determine how the superseded data were derived.
 AB2058
 AB2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7317570205(NAD 83)
 AB2058_MARKER: DU = BOUNDARY MARKER
 AB2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2058_STAMPING: CHATHAM ORANGE 6 1992
 AB2058_MARK LOGO: NCGS  
 AB2058_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2058+STABILITY: SURFACE MOTION
 AB2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2058+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2058
 AB2058  HISTORY     - Date     Condition        Report By
 AB2058  HISTORY     - 1992     MONUMENTED       NCGS
 AB2058  HISTORY     - 20051125 MARK NOT FOUND   GEOCAC
 AB2058
 AB2058                          STATION DESCRIPTION
 AB2058
 AB2058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2058'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF CHAPEL
 AB2058'HILL AND 11.1 MI (17.9 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2058' 
 AB2058'ALONG US 15-501 FOR 2.9 MI (4.7 KM) SOUTH FROM THE NC 54 OVERPASS, AT
 AB2058'THE SR 1919 (SMITH LEVEL ROAD) T-INTERSECTION, AT THE ORANGE/CHATHAM
 AB2058'COUNTY LINE, IN THE EAST END OF AN ASPHALT TRAFFIC ISLAND.
 AB2058' 
 AB2058'MARK IS FLUSH WITH THE ASPHALT AND IS 1 FOOT HIGHER THAN THE ROAD.
 AB2058'LOCATED 10.3 FT (3.1 M) NORTHWEST OF THE SOUTHEAST END OF THE ISLAND,
 AB2058'17.4 FT (5.3 M) EAST-SOUTHEAST OF A MANHOLE COVER, 107.7 FT (32.8 M)
 AB2058'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK FLORIST SHOP, AND
 AB2058'44.7 FT (13.6 M) EAST-NORTHEAST OF A BRACE POLE WITH A REFERENCE TAG.
 AB2058
 AB2058                          STATION RECOVERY (2005)
 AB2058
 AB2058'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2058'ASPHALT ISLAND HAS BEEN REPLACED WITH CEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2059 ***********************************************************************
 AB2059  DESIGNATION -  BDRY LINE 7 CHATHAM ORANGE CO
 AB2059  PID         -  AB2059
 AB2059  STATE/COUNTY-  NC/ORANGE
 AB2059  USGS QUAD   -  FARRINGTON (1993)
 AB2059
 AB2059                         *CURRENT SURVEY CONTROL
 AB2059  ___________________________________________________________________
 AB2059* NAD 83(2001)-  35 51 38.74245(N)    079 04 56.81761(W)     ADJUSTED  
 AB2059* NAVD 88     -       166.2    (meters)     545.     (feet)  VERTCON   
 AB2059  ___________________________________________________________________
 AB2059  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 AB2059  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 AB2059  HORZ ORDER  -  SECOND
 AB2059
 AB2059.The horizontal coordinates were established by classical geodetic methods
 AB2059.and adjusted by the National Geodetic Survey in August 2005.
 AB2059
 AB2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2059
 AB2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2059
 AB2059.The geoid height was determined by GEOID03.
 AB2059
 AB2059;                    North         East     Units Scale Factor Converg.
 AB2059;SPC NC       -   234,155.136   602,154.768   MT  0.99992897   -0 02 51.3
 AB2059;SPC NC       -   768,223.98  1,975,569.43   sFT  0.99992897   -0 02 51.3
 AB2059;UTM  17      - 3,970,202.710   673,137.799   MT  0.99996939   +1 07 25.0
 AB2059
 AB2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2059!SPC NC       -   0.99997878  x   0.99992897  =   0.99990775
 AB2059!UTM  17      -   0.99997878  x   0.99996939  =   0.99994817
 AB2059
 AB2059|---------------------------------------------------------------------|
 AB2059| PID    Reference Object                     Distance      Geod. Az  |
 AB2059|                                                           dddmmss.s |
 AB2059| AB2058 BDRY LINE 6 CHATHAM ORANGE CO        37.349 METERS 08745     |
 AB2059| AB2036 TOWN                                 67.979 METERS 15718     |
 AB2059|---------------------------------------------------------------------|
 AB2059
 AB2059                          SUPERSEDED SURVEY CONTROL
 AB2059
 AB2059  NAD 83(1986)-  35 51 38.74690(N)    079 04 56.82736(W) AD(       ) 2
 AB2059  NGVD 29 (03/25/96)  166.5    (m)          546.     (f) VERT ANG    3  
 AB2059
 AB2059.Superseded values are not recommended for survey control.
 AB2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2059.See file dsdata.txt to determine how the superseded data were derived.
 AB2059
 AB2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7313870203(NAD 83)
 AB2059_MARKER: DU = BOUNDARY MARKER
 AB2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2059_STAMPING: CHATHAM ORANGE 7 1992
 AB2059_MARK LOGO: NCGS  
 AB2059_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2059+STABILITY: SURFACE MOTION
 AB2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2059+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB2059
 AB2059  HISTORY     - Date     Condition        Report By
 AB2059  HISTORY     - 1993     MONUMENTED       NCGS
 AB2059  HISTORY     - 20051125 GOOD             GEOCAC
 AB2059
 AB2059                          STATION DESCRIPTION
 AB2059
 AB2059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2059'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF CHAPEL
 AB2059'HILL AND 11.1 MI (17.9 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2059' 
 AB2059'ALONG US 15-501 FOR 2.9 MI (4.7 KM) SOUTH FROM THE NC 54 OVERPASS, AT
 AB2059'THE SR 1919 (SMITH LEVEL ROAD) T-INTERSECTION, AT THE ORANGE/CHATHAM
 AB2059'COUNTY LINE, IN THE YARD OF AN EDUCATIONAL DAY CARE.
 AB2059' 
 AB2059'MARK IS 1 FOOT HIGHER THAN THE ROAD. LOCATED 40.8 FT (12.4 M) EAST OF
 AB2059'THE NORTHEAST CORNER OF A FRAME DWELLING, 23.7 FT (7.2 M)
 AB2059'NORTH-NORTHEAST OF THE CENTER OF A CONCRETE WELL, 92.0 FT (28.0 M)
 AB2059'SOUTH-SOUTHWEST OF A METAL SIGN POLE, 115.1 FT (35.1 M)
 AB2059'NORTH-NORTHWEST OF THE NORTH END OF A HIGHWAY CULVERT, AND 26.4 FT
 AB2059'(8.0 M) EAST OF A 36-INCH TWIN-TRUNK OAK WITH A REFERENCE TAG.
 AB2059
 AB2059                          STATION RECOVERY (2005)
 AB2059
 AB2059'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2059'ADD THAT MARK IS 7 FT NNW OF A PIN OAK TREE, AND IS RECESSED 1 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2061 ***********************************************************************
 AB2061  DESIGNATION -  BDRY LINE 9 CHATHAM ORANGE CO
 AB2061  PID         -  AB2061
 AB2061  STATE/COUNTY-  NC/ORANGE
 AB2061  USGS QUAD   -  FARRINGTON (1993)
 AB2061
 AB2061                         *CURRENT SURVEY CONTROL
 AB2061  ___________________________________________________________________
 AB2061* NAD 83(2001)-  35 51 51.58099(N)    079 07 15.98974(W)     NO CHECK  
 AB2061* NAVD 88     -       165.5    (meters)     543.     (feet)  VERTCON   
 AB2061  ___________________________________________________________________
 AB2061  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 AB2061  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 AB2061  HORZ ORDER  -  SECOND
 AB2061
 AB2061.The horizontal coordinates were established by classical geodetic methods
 AB2061.and adjusted by the National Geodetic Survey in August 2005.
 AB2061.No horizontal observational check was made to the station.
 AB2061
 AB2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2061
 AB2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2061
 AB2061.The geoid height was determined by GEOID03.
 AB2061
 AB2061;                    North         East     Units Scale Factor Converg.
 AB2061;SPC NC       -   234,554.387   598,663.752   MT  0.99992963   -0 04 11.6
 AB2061;SPC NC       -   769,533.85  1,964,115.99   sFT  0.99992963   -0 04 11.6
 AB2061;UTM  17      - 3,970,530.541   669,639.239   MT  0.99995461   +1 06 03.8
 AB2061
 AB2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2061!SPC NC       -   0.99997888  x   0.99992963  =   0.99990851
 AB2061!UTM  17      -   0.99997888  x   0.99995461  =   0.99993349
 AB2061
 AB2061                          SUPERSEDED SURVEY CONTROL
 AB2061
 AB2061  NAD 83(1986)-  35 51 51.58527(N)    079 07 15.99849(W) AD(       ) 2
 AB2061  NGVD 29 (03/25/96)  165.7    (m)          544.     (f) VERT ANG    3  
 AB2061
 AB2061.Superseded values are not recommended for survey control.
 AB2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2061.See file dsdata.txt to determine how the superseded data were derived.
 AB2061
 AB2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6963970531(NAD 83)
 AB2061_MARKER: DU = BOUNDARY MARKER
 AB2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2061_STAMPING: CHATHAM ORANGE 9 1992
 AB2061_MARK LOGO: NCGS  
 AB2061_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2061+STABILITY: SURFACE MOTION
 AB2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2061+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB2061
 AB2061  HISTORY     - Date     Condition        Report By
 AB2061  HISTORY     - 1993     MONUMENTED       NCGS
 AB2061
 AB2061                          STATION DESCRIPTION
 AB2061
 AB2061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AB2061'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF CHAPEL HILL AND
 AB2061'10.5 MI (16.9 KM) NORTH-NORTHEAST OF PITTSBORO.
 AB2061' 
 AB2061'PROCEED ALONG SR 1942 (JONES FERRY ROAD) FOR 2.5 MI (4.0 KM) SOUTHWEST
 AB2061'FROM THE NC 54 OVERPASS, THENCE SOUTHEAST FOR 1.55 MI (2.49 KM) ALONG
 AB2061'SR 1940 (DAMASCUS CHURCH ROAD), THENCE SOUTH FOR 0.4 MI (0.6 KM) ALONG
 AB2061'SR 1939 (MEACHAM ROAD) TO THE STATION, AT THE ORANGE/CHATHAM COUNTY
 AB2061'LINE.
 AB2061' 
 AB2061'MARK IS RECESSED 1 INCH BELOW GROUND AND IS 5 FEET LOWER THAN THE
 AB2061'ROAD. LOCATED 30.0 FT (9.1 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 AB2061'55.5 FT (16.9 M) EAST-SOUTHEAST OF THE NORTHEAST END OF A CONCRETE
 AB2061'DRIVEWAY CULVERT, 9.3 FT (2.8 M) EAST-NORTHEAST OF THE SOUTHEAST END
 AB2061'OF A HIGHWAY CULVERT, 164.5 FT (50.1 M) NORTH-NORTHEAST OF--COUNTY
 AB2061'LINE MARKER 10--AND 34.5 FT (10.5 M) WEST-SOUTHWEST OF A 24-INCH
 AB2061'TWIN-TRUNK GUM WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7365 ***********************************************************************
 AH7365  DESIGNATION -  BDRY MON 1 CRAVEN JONES CO
 AH7365  PID         -  AH7365
 AH7365  STATE/COUNTY-  NC/CRAVEN
 AH7365  USGS QUAD   -  DOVER (1982)
 AH7365
 AH7365                         *CURRENT SURVEY CONTROL
 AH7365  ___________________________________________________________________
 AH7365* NAD 83(2001)-  35 13 07.33842(N)    077 27 06.18787(W)     ADJUSTED  
 AH7365* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 AH7365  ___________________________________________________________________
 AH7365  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AH7365  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 AH7365  HORZ ORDER  -  SECOND
 AH7365
 AH7365.The horizontal coordinates were established by classical geodetic methods
 AH7365.and adjusted by the National Geodetic Survey in August 2005.
 AH7365
 AH7365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7365
 AH7365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7365
 AH7365.The geoid height was determined by GEOID03.
 AH7365
 AH7365;                    North         East     Units Scale Factor Converg.
 AH7365;SPC NC       -   164,022.454   750,540.221   MT  0.99987276   +0 53 37.0
 AH7365;SPC NC       -   538,130.33  2,462,397.38   sFT  0.99987276   +0 53 37.0
 AH7365;UTM  18      - 3,900,051.420   276,850.508   MT  1.00021372   -1 24 52.2
 AH7365
 AH7365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7365!SPC NC       -   1.00000317  x   0.99987276  =   0.99987593
 AH7365!UTM  18      -   1.00000317  x   1.00021372  =   1.00021689
 AH7365
 AH7365                          SUPERSEDED SURVEY CONTROL
 AH7365
 AH7365  NAD 83(1986)-  35 13 07.34784(N)    077 27 06.19835(W) AD(       ) 2
 AH7365  NGVD 29 (06/16/98)   16.6    (m)           54.     (f) VERT ANG    3  
 AH7365
 AH7365.Superseded values are not recommended for survey control.
 AH7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7365.See file dsdata.txt to determine how the superseded data were derived.
 AH7365
 AH7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7685100051(NAD 83)
 AH7365_MARKER: DU = BOUNDARY MARKER
 AH7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7365_MARK LOGO: CGS   
 AH7365_PROJECTION: FLUSH
 AH7365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7365+STABILITY: SURFACE MOTION
 AH7365
 AH7365  HISTORY     - Date     Condition        Report By
 AH7365  HISTORY     - 1972     MONUMENTED       CGS
 AH7365  HISTORY     - 19890328 GOOD             NCGS
 AH7365
 AH7365                          STATION DESCRIPTION
 AH7365
 AH7365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AH7365'STATION IS LOCATED IN WEST SECTION OF DOVER ON THE CRAVEN-JONES COUNTY
 AH7365'LINE. ALONG SR 1005 (OLD US 70) FOR 0.1 MI (0.2 KM) NORTHEAST FROM US
 AH7365'70, TO GUM SWAMP AND STATION BETWEEN SOUTH EDGE OF ROAD AND THE
 AH7365'CONCRETE HEADWALL. MARK IS A 5-INCH X 5-INCH CONCRETE POST WITH PK
 AH7365'NAIL IMBEDDED IN CENTER, LEVEL WITH ROAD, AND RECESSED 1 INCH BELOW
 AH7365'GROUND SURFACE. LOCATED 17.0 FT (5.2 M) SOUTH OF THE CENTERLINE OF
 AH7365'HIGHWAY, 7.2 FT (2.2 M) NORTH OF THE NORTHWEST CORNER OF THE SOUTH
 AH7365'CONCRETE HEADWALL, AND 12.1 FT (3.7 M) NORTHWEST OF THE NORTHEAST
 AH7365'CORNER OF THE SOUTH CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8937 ***********************************************************************
 AF8937  DESIGNATION -  BDRY MON 11 BEAUFORT HYDE WASHINGTON CO
 AF8937  PID         -  AF8937
 AF8937  STATE/COUNTY-  NC/WASHINGTON
 AF8937  USGS QUAD   -  PIKE ROAD (1974)
 AF8937
 AF8937                         *CURRENT SURVEY CONTROL
 AF8937  ___________________________________________________________________
 AF8937* NAD 83(2007)-  35 42 18.77717(N)    076 38 15.05160(W)     ADJUSTED  
 AF8937* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 AF8937  ___________________________________________________________________
 AF8937  EPOCH DATE  -        2002.00
 AF8937  X           -   1,198,340.102 (meters)                     COMP
 AF8937  Y           -  -5,044,754.595 (meters)                     COMP
 AF8937  Z           -   3,701,661.851 (meters)                     COMP
 AF8937  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AF8937  ELLIP HEIGHT-         -32.621 (meters)          (02/10/07) ADJUSTED
 AF8937  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 AF8937
 AF8937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8937  Type    PID    Designation                      North   East  Ellip
 AF8937  -------------------------------------------------------------------
 AF8937  NETWORK AF8937 BDRY MON 11 BEAUFORT HYDE WASH    3.90   3.12  15.27
 AF8937  -------------------------------------------------------------------
 AF8937
 AF8937.The horizontal coordinates were established by GPS observations
 AF8937.and adjusted by the National Geodetic Survey in February 2007.
 AF8937
 AF8937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8937.The horizontal coordinates are valid at the epoch date displayed above.
 AF8937.The epoch date for horizontal control is a decimal equivalence
 AF8937.of Year/Month/Day.
 AF8937
 AF8937.The orthometric height was determined by GPS observations and a
 AF8937.high-resolution geoid model.
 AF8937
 AF8937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8937
 AF8937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8937
 AF8937.The ellipsoidal height was determined by GPS observations
 AF8937.and is referenced to NAD 83.
 AF8937
 AF8937.The geoid height was determined by GEOID03.
 AF8937
 AF8937;                    North         East     Units Scale Factor Converg.
 AF8937;SPC NC       -   219,438.607   823,360.811   MT  0.99990383   +1 21 48.8
 AF8937;SPC NC       -   719,941.50  2,701,309.59   sFT  0.99990383   +1 21 48.8
 AF8937;UTM  18      - 3,952,489.046   351,860.946   MT  0.99987043   -0 57 21.1
 AF8937
 AF8937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8937!SPC NC       -   1.00000512  x   0.99990383  =   0.99990895
 AF8937!UTM  18      -   1.00000512  x   0.99987043  =   0.99987555
 AF8937
 AF8937                          SUPERSEDED SURVEY CONTROL
 AF8937
 AF8937  NAD 83(2001)-  35 42 18.77757(N)    076 38 15.05098(W) AD(       ) 1
 AF8937  ELLIP H (03/13/03)  -32.616  (m)                       GP(       ) 4 2
 AF8937  NAD 83(1986)-  35 42 18.79055(N)    076 38 15.06177(W) AD(       ) 1
 AF8937
 AF8937.Superseded values are not recommended for survey control.
 AF8937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8937.See file dsdata.txt to determine how the superseded data were derived.
 AF8937
 AF8937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5186152489(NAD 83)
 AF8937_MARKER: DU = BOUNDARY MARKER
 AF8937_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF8937_STAMPING: HYDE NCGS 1991 WASHINGTON BEAUFORT
 AF8937_MARK LOGO: NCGS  
 AF8937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8937+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF8937
 AF8937  HISTORY     - Date     Condition        Report By
 AF8937  HISTORY     - 1991     MONUMENTED       NCGS
 AF8937
 AF8937                          STATION DESCRIPTION
 AF8937
 AF8937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AF8937'STATION IS LOCATED 12.5 MI (20.1 KM) SOUTHEAST OF PLYMOUTH AT THE
 AF8937'INTERSECTION CORNER OF BEAUFORT-HYDE-WASHINGTON COUNTIES.  ALONG NC
 AF8937'99/45 FOR 3.35 MI (5.39 KM) NORTHWEST FROM THEIR JUNCTION, IN THE
 AF8937'SOUTHWEST EDGE OF A CULTIVATED FIELD, OR 7.85 MI (12.63 KM) SOUTHEAST
 AF8937'FROM NC 32.  MARK IS 4-FEET HIGHER THAN THE HIGHWAY AND PROJECTS 52
 AF8937'INCHES ABOVE GROUND. LOCATED 278.0 FT (84.7 M) SOUTHWEST OF THE
 AF8937'CENTERLINE OF NC 99/45, 79.0 FT (24.1 M) NORTHEAST OF THE NORTHEAST
 AF8937'EDGE OF A CANAL, ABOUT 100-YARDS SOUTH OF THE SOUTHWEST CORNER OF A
 AF8937'CONCRETE BLOCK HOUSE, AND 44.0 FT (13.4 M) NORTHEAST OF AN 18-INCH
 AF8937'MULTI-TRUNK SYCAMORE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7364 ***********************************************************************
 AH7364  DESIGNATION -  BDRY MON 2 CRAVEN JONES CO
 AH7364  PID         -  AH7364
 AH7364  STATE/COUNTY-  NC/CRAVEN
 AH7364  USGS QUAD   -  DOVER (1982)
 AH7364
 AH7364                         *CURRENT SURVEY CONTROL
 AH7364  ___________________________________________________________________
 AH7364* NAD 83(2001)-  35 10 37.88720(N)    077 22 40.27694(W)     ADJUSTED  
 AH7364* NAVD 88     -        16.7    (meters)      55.     (feet)  VERTCON   
 AH7364  ___________________________________________________________________
 AH7364  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AH7364  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 AH7364  HORZ ORDER  -  SECOND
 AH7364
 AH7364.The horizontal coordinates were established by classical geodetic methods
 AH7364.and adjusted by the National Geodetic Survey in August 2005.
 AH7364
 AH7364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7364
 AH7364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7364
 AH7364.The geoid height was determined by GEOID03.
 AH7364
 AH7364;                    North         East     Units Scale Factor Converg.
 AH7364;SPC NC       -   159,525.261   757,338.689   MT  0.99987343   +0 56 10.5
 AH7364;SPC NC       -   523,375.79  2,484,702.02   sFT  0.99987343   +0 56 10.5
 AH7364;UTM  18      - 3,895,282.624   283,464.538   MT  1.00017788   -1 22 13.6
 AH7364
 AH7364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7364!SPC NC       -   1.00000314  x   0.99987343  =   0.99987657
 AH7364!UTM  18      -   1.00000314  x   1.00017788  =   1.00018102
 AH7364
 AH7364                          SUPERSEDED SURVEY CONTROL
 AH7364
 AH7364  NAD 83(1986)-  35 10 37.89766(N)    077 22 40.28622(W) AD(       ) 2
 AH7364  NGVD 29 (06/16/98)   17.1    (m)           56.     (f) H LEVEL     3  
 AH7364
 AH7364.Superseded values are not recommended for survey control.
 AH7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7364.See file dsdata.txt to determine how the superseded data were derived.
 AH7364
 AH7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8346595283(NAD 83)
 AH7364_MARKER: DU = BOUNDARY MARKER
 AH7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7364_MARK LOGO: CGS   
 AH7364_PROJECTION: FLUSH
 AH7364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7364+STABILITY: SURFACE MOTION
 AH7364
 AH7364  HISTORY     - Date     Condition        Report By
 AH7364  HISTORY     - 1972     MONUMENTED       CGS
 AH7364  HISTORY     - 19890328 GOOD             NCGS
 AH7364
 AH7364                          STATION DESCRIPTION
 AH7364
 AH7364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 AH7364'STATION IS ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF DOVER AND 3.3 MI (5.3
 AH7364'KM) WEST OF COVE CITY ON THE CRAVEN-JONES COUNTY LINE. PROCEED ALONG
 AH7364'SR 1005 (OLD US 70) FOR 2.55 MI (4.10 KM) WEST FROM THE CROSSROADS IN
 AH7364'COVE CITY, THENCE ALONG SR 1239 FOR 0.05 MI (0.08 KM) , THENCE
 AH7364'SOUTHWEST AND SOUTH ALONG A PRIVATE UNPAVED ROAD (WITH GATE) FOR 1.75
 AH7364'MI (2.82 KM) , TO STATION ON WEST SIDE OF ROAD AT EDGE OF A CULTIVATED
 AH7364'FIELD, ADJOINING A TWIN TRUNK MAPLE WITH REFERENCE TAG. MARK IS A
 AH7364'5-INCH X 5-INCH CONCRETE POST WITH PYRAMID TOP, ABOUT 1 FOOT HIGHER
 AH7364'THAN ROAD, AND PROJECTING 36 INCHES ABOVE GROUND SURFACE. LOCATED 31.6
 AH7364'FT (9.6 M) WEST OF THE CENTERLINE OF FARM ROAD AND ABOUT 655.0 FT
 AH7364'(199.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE MEDIAN OF US 70.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7368 ***********************************************************************
 AH7368  DESIGNATION -  BDRY MON 3 CRAVEN JONES CO
 AH7368  PID         -  AH7368
 AH7368  STATE/COUNTY-  NC/CRAVEN
 AH7368  USGS QUAD   -  COVE CITY (1982)
 AH7368
 AH7368                         *CURRENT SURVEY CONTROL
 AH7368  ___________________________________________________________________
 AH7368* NAD 83(2001)-  35 08 59.54349(N)    077 19 45.60220(W)     ADJUSTED  
 AH7368* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 AH7368  ___________________________________________________________________
 AH7368  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AH7368  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 AH7368  HORZ ORDER  -  SECOND
 AH7368
 AH7368.The horizontal coordinates were established by classical geodetic methods
 AH7368.and adjusted by the National Geodetic Survey in August 2005.
 AH7368
 AH7368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH7368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH7368
 AH7368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7368
 AH7368.The geoid height was determined by GEOID03.
 AH7368
 AH7368;                    North         East     Units Scale Factor Converg.
 AH7368;SPC NC       -   156,568.640   761,808.320   MT  0.99987416   +0 57 51.3
 AH7368;SPC NC       -   513,675.61  2,499,366.13   sFT  0.99987416   +0 57 51.3
 AH7368;UTM  18      - 3,892,147.620   287,812.844   MT  1.00015491   -1 20 29.5
 AH7368
 AH7368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7368!SPC NC       -   1.00000337  x   0.99987416  =   0.99987753
 AH7368!UTM  18      -   1.00000337  x   1.00015491  =   1.00015828
 AH7368
 AH7368                          SUPERSEDED SURVEY CONTROL
 AH7368
 AH7368  NAD 83(1986)-  35 08 59.55408(N)    077 19 45.61152(W) AD(       ) 2
 AH7368  NGVD 29 (06/16/98)   15.7    (m)           52.     (f) VERT ANG    3  
 AH7368
 AH7368.Superseded values are not recommended for survey control.
 AH7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7368.See file dsdata.txt to determine how the superseded data were derived.
 AH7368
 AH7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8781392148(NAD 83)
 AH7368_MARKER: DH = HORIZONTAL CONTROL DISK
 AH7368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7368_STAMPING: CRAVEN JONES 1990
 AH7368_MARK LOGO: NCGS  
 AH7368_PROJECTION: FLUSH
 AH7368_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH7368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7368+STABILITY: SURFACE MOTION
 AH7368
 AH7368  HISTORY     - Date     Condition        Report By
 AH7368  HISTORY     - 1990     MONUMENTED       NCGS
 AH7368
 AH7368                          STATION DESCRIPTION
 AH7368
 AH7368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH7368'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTH OF COVE CITY AND 6.1 MI
 AH7368'(9.8 KM) NORTH OF TRENTON ON THE CRAVEN-JONES COUNTY LINE. ALONG NC 41
 AH7368'FOR 0.3 MI (0.5 KM) SOUTH FROM THE OVERPASS OF US 70, ON WEST SIDE OF
 AH7368'HIGHWAY, AND JUST NORTH OF THE APPROXIMATE CENTER OF AN OVERHEAD POWER
 AH7368'LINE. MARK IS 1 FOOT LOWER THAN HIGHWAY AND RECESSED 2 INCHES BELOW
 AH7368'GROUND SURFACE. LOCATED 24.4 FT (7.4 M) WEST-NORTHWEST OF THE
 AH7368'CENTERLINE OF HIGHWAY, 149.4 FT (45.5 M) NORTH OF THE CENTERLINE OF
 AH7368'CROSSROADS (UNPAVED FARM AND TIMBER ROADS), 112.4 FT (34.3 M)
 AH7368'NORTH-NORTHEAST OF THE WEST END OF A HIGHWAY CULVERT, AND 313.1 FT
 AH7368'(95.4 M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8936 ***********************************************************************
 AF8936  DESIGNATION -  BDRY MON 7 BEAUFORT WASHINGTON CO
 AF8936  PID         -  AF8936
 AF8936  STATE/COUNTY-  NC/WASHINGTON
 AF8936  USGS QUAD   -  HOKE (1978)
 AF8936
 AF8936                         *CURRENT SURVEY CONTROL
 AF8936  ___________________________________________________________________
 AF8936* NAD 83(2007)-  35 42 20.27625(N)    076 49 46.69716(W)     ADJUSTED  
 AF8936* NAVD 88     -        13.8    (meters)      45.     (feet)  GPS OBS   
 AF8936  ___________________________________________________________________
 AF8936  EPOCH DATE  -        2002.00
 AF8936  X           -   1,181,413.018 (meters)                     COMP
 AF8936  Y           -  -5,048,725.918 (meters)                     COMP
 AF8936  Z           -   3,701,705.039 (meters)                     COMP
 AF8936  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AF8936  ELLIP HEIGHT-         -22.905 (meters)          (02/10/07) ADJUSTED
 AF8936  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AF8936
 AF8936  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8936  Type    PID    Designation                      North   East  Ellip
 AF8936  -------------------------------------------------------------------
 AF8936  NETWORK AF8936 BDRY MON 7 BEAUFORT WASHINGTON    3.45   2.18   9.15
 AF8936  -------------------------------------------------------------------
 AF8936
 AF8936.The horizontal coordinates were established by GPS observations
 AF8936.and adjusted by the National Geodetic Survey in February 2007.
 AF8936
 AF8936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8936.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8936.The horizontal coordinates are valid at the epoch date displayed above.
 AF8936.The epoch date for horizontal control is a decimal equivalence
 AF8936.of Year/Month/Day.
 AF8936
 AF8936.The orthometric height was determined by GPS observations and a
 AF8936.high-resolution geoid model.
 AF8936
 AF8936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8936
 AF8936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8936
 AF8936.The ellipsoidal height was determined by GPS observations
 AF8936.and is referenced to NAD 83.
 AF8936
 AF8936.The geoid height was determined by GEOID03.
 AF8936
 AF8936;                    North         East     Units Scale Factor Converg.
 AF8936;SPC NC       -   219,087.910   805,979.182   MT  0.99990388   +1 15 09.6
 AF8936;SPC NC       -   718,790.92  2,644,283.37   sFT  0.99990388   +1 15 09.6
 AF8936;UTM  18      - 3,952,842.275   334,479.376   MT  0.99993761   -1 04 05.0
 AF8936
 AF8936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8936!SPC NC       -   1.00000360  x   0.99990388  =   0.99990747
 AF8936!UTM  18      -   1.00000360  x   0.99993761  =   0.99994120
 AF8936
 AF8936                          SUPERSEDED SURVEY CONTROL
 AF8936
 AF8936  NAD 83(2001)-  35 42 20.27663(N)    076 49 46.69660(W) AD(       ) 1
 AF8936  ELLIP H (03/13/03)  -22.903  (m)                       GP(       ) 4 2
 AF8936  NAD 83(1986)-  35 42 20.28881(N)    076 49 46.70767(W) AD(       ) 1
 AF8936
 AF8936.Superseded values are not recommended for survey control.
 AF8936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8936.See file dsdata.txt to determine how the superseded data were derived.
 AF8936
 AF8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3447952842(NAD 83)
 AF8936_MARKER: DU = BOUNDARY MARKER
 AF8936_SETTING: 0 = UNSPECIFIED SETTING
 AF8936_MARK LOGO: NC-187
 AF8936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8936+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1991
 AF8936
 AF8936  HISTORY     - Date     Condition        Report By
 AF8936  HISTORY     - 1913     MONUMENTED       NC-187
 AF8936  HISTORY     - 19911005 GOOD             NCGS
 AF8936
 AF8936                          STATION DESCRIPTION
 AF8936
 AF8936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AF8936'STATION IS LOCATED ON SR 1100 (LONG RIDGE RD) 9.9 MI (15.9 KM) SOUTH
 AF8936'OF US 64 AT THE WASHINGTON-BEAUFORT COUNTY LINE.  MARK IS LEVEL WITH
 AF8936'ROAD AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED 28.3 FT (8.6 M)
 AF8936'WEST-NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1100 (LONG RIDGE
 AF8936'RD) (IN WASHINGTON COUNTY) AND SR 1508 (IN BEAUFORT COUNTY), 57.60 FT
 AF8936'(17.56 M) WEST-NORTHWEST OF BM--M 212--, 13.9 FT (4.2 M) WEST OF A
 AF8936'BEAUFORT COUNTY SIGN POST, AND 1.7 FT (0.5 M) EAST-SOUTHEAST OF A
 AF8936'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5624 ***********************************************************************
 DF5624  DESIGNATION -  BDRY MON NC VA + NORFOLK PRINCESS ANN CO
 DF5624  PID         -  DF5624
 DF5624  STATE/COUNTY-  NC/CURRITUCK
 DF5624  USGS QUAD   -  CREEDS (1986)
 DF5624
 DF5624                         *CURRENT SURVEY CONTROL
 DF5624  ___________________________________________________________________
 DF5624* NAD 83(2007)-  36 33 01.74931(N)    076 07 20.27077(W)     ADJUSTED  
 DF5624* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 DF5624  ___________________________________________________________________
 DF5624  EPOCH DATE  -        2002.00
 DF5624  X           -   1,230,390.921 (meters)                     COMP
 DF5624  Y           -  -4,980,089.237 (meters)                     COMP
 DF5624  Z           -   3,777,415.778 (meters)                     COMP
 DF5624  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 DF5624  ELLIP HEIGHT-         -34.922 (meters)          (02/10/07) ADJUSTED
 DF5624  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 DF5624
 DF5624  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5624  Type    PID    Designation                      North   East  Ellip
 DF5624  -------------------------------------------------------------------
 DF5624  NETWORK DF5624 BDRY MON NC VA + NORFOLK PRINC    0.90   0.78   2.00
 DF5624  -------------------------------------------------------------------
 DF5624
 DF5624.The horizontal coordinates were established by GPS observations
 DF5624.and adjusted by the National Geodetic Survey in February 2007.
 DF5624
 DF5624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5624.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5624.The horizontal coordinates are valid at the epoch date displayed above.
 DF5624.The epoch date for horizontal control is a decimal equivalence
 DF5624.of Year/Month/Day.
 DF5624
 DF5624.The orthometric height was determined by GPS observations and a
 DF5624.high-resolution geoid model.
 DF5624
 DF5624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5624
 DF5624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5624
 DF5624.The ellipsoidal height was determined by GPS observations
 DF5624.and is referenced to NAD 83.
 DF5624
 DF5624.The geoid height was determined by GEOID03.
 DF5624
 DF5624;                    North         East     Units Scale Factor Converg.
 DF5624;SPC NC       -   314,421.760   867,247.635   MT  1.00012977   +1 39 39.3
 DF5624;SPC NC       - 1,031,565.39  2,845,294.95   sFT  1.00012977   +1 39 39.3
 DF5624;UTM  18      - 4,045,594.093   399,555.759   MT  0.99972430   -0 40 06.3
 DF5624
 DF5624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5624!SPC NC       -   1.00000548  x   1.00012977  =   1.00013525
 DF5624!UTM  18      -   1.00000548  x   0.99972430  =   0.99972978
 DF5624
 DF5624:                Primary Azimuth Mark                     Grid Az
 DF5624:SPC NC       -  BOUNDARY MONUMENT 5 NC VA                268 54 55.4
 DF5624:UTM  18      -  BOUNDARY MONUMENT 5 NC VA                271 14 41.0
 DF5624
 DF5624|---------------------------------------------------------------------|
 DF5624| PID    Reference Object                     Distance      Geod. Az  |
 DF5624|                                                           dddmmss.s |
 DF5624| DF5619 BOUNDARY MONUMENT 5 NC VA           451.685 METERS 2703434.7 |
 DF5624|---------------------------------------------------------------------|
 DF5624
 DF5624                          SUPERSEDED SURVEY CONTROL
 DF5624
 DF5624  NAD 83(2001)-  36 33 01.75016(N)    076 07 20.27033(W) AD(       ) 1
 DF5624  ELLIP H (05/07/03)  -34.908  (m)                       GP(       ) 3 1
 DF5624  NAD 83(1986)-  36 33 01.76270(N)    076 07 20.30056(W) AD(       ) 1
 DF5624
 DF5624.Superseded values are not recommended for survey control.
 DF5624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5624.See file dsdata.txt to determine how the superseded data were derived.
 DF5624
 DF5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9955645594(NAD 83)
 DF5624_MARKER: DU = BOUNDARY MARKER
 DF5624_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5624_STAMPING: P.A.-CO. N.CO. 1921
 DF5624_MARK LOGO: NONE  
 DF5624_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF5624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5624+STABILITY: SURFACE MOTION
 DF5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5624+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF5624
 DF5624  HISTORY     - Date     Condition        Report By
 DF5624  HISTORY     - 1921     MONUMENTED
 DF5624  HISTORY     - 2001     GOOD             NCGS
 DF5624
 DF5624                          STATION DESCRIPTION
 DF5624
 DF5624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DF5624'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW
 DF5624'DESCRIPTION.  STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHWEST OF
 DF5624'CURRITUCK AND 3.6 MI (5.8 KM) EAST-NORTHEAST OF MOYOCK.  PROCEED ALONG
 DF5624'VA 168 FOR 1.8 MI (2.9 KM) NORTH FROM THE VA/NC STATE BOUNDARY LINE
 DF5624'(NORTH OF MOYOCK) TO GALLBUSH ROAD, THENCE EAST ALONG GALLBUSH ROAD
 DF5624'FOR 1.75 MI (2.82 KM) TO INDIAN CREEK ROAD, THENCE EAST ALONG INDIAN
 DF5624'CREEK ROAD FOR 2.8 MI (4.5 KM) TO BAUM ROAD, THENCE SOUTH AND EAST
 DF5624'ALONG BAUM ROAD FOR 1.15 MI (1.85 KM) TO A DIRT ROAD LEADING SOUTH,
 DF5624'THENCE SOUTH ALONG DIRT ROAD (LOCALLY KNOWN AS-MAIN) FOR 1.35 MI (2.17
 DF5624'KM) TO ITS END AND A DIRT ROAD LEADING EAST (LOCALLY KNOWN AS-THIRD) ,
 DF5624'THENCE ALONG DIRT PATH FOR 600 FT (182.9 M) SOUTHWEST TO THE STATION,
 DF5624'IN A PINE WOODS. MONUMENTING AGENCY IS UNKNOWN AND STATION IS BELIEVED
 DF5624'TO BE A MARK SET TO ESTABLISH THE BOUNDARY BETWEEN PRINCESS ANN AND
 DF5624'NORFOLK COUNTIES, VIRGINIA, COUNTIES THAT NO LONGER EXIST, AND IS ALSO
 DF5624'ON THE VA/NC LINE. STATION IS A 10-INCH X 10-INCH CONCRETE MONUMENT.
 DF5624'MARK IS ABOUT 2-FEET HIGHER THAN THE DIRT PATH AND PROJECTS 24 INCHES
 DF5624'ABOVE THE GROUND. LOCATED 42.0 FT (12.8 M) WEST OF THE CENTERLINE OF
 DF5624'THE PATH, 35.2 FT (10.7 M) WEST OF A WITNESS POST,--AND 21.6 FT (6.6
 DF5624'M) NORTH-NORTHWEST OF A 4-INCH PINE, 16.2 FT (4.9 M) NORTHEAST OF A
 DF5624'4-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2727 ***********************************************************************
 EZ2727  DESIGNATION -  BEA
 EZ2727  PID         -  EZ2727
 EZ2727  STATE/COUNTY-  NC/HOKE
 EZ2727  USGS QUAD   -  NICHOLSON CREEK (1982)
 EZ2727
 EZ2727                         *CURRENT SURVEY CONTROL
 EZ2727  ___________________________________________________________________
 EZ2727* NAD 83(2001)-  35 00 29.39248(N)    079 10 08.62388(W)     ADJUSTED  
 EZ2727* NAVD 88     -        78.486  (meters)     257.50   (feet)  ADJUSTED  
 EZ2727  ___________________________________________________________________
 EZ2727  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 EZ2727  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 EZ2727  DYNAMIC HT  -          78.414 (meters)     257.26  (feet)  COMP
 EZ2727  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EZ2727
 EZ2727  HORZ ORDER  -  SECOND
 EZ2727  VERT ORDER  -  SECOND    CLASS II
 EZ2727
 EZ2727.The horizontal coordinates were established by classical geodetic methods
 EZ2727.and adjusted by the National Geodetic Survey in August 2005.
 EZ2727
 EZ2727.The orthometric height was determined by differential leveling
 EZ2727.and adjusted in June 1991.
 EZ2727
 EZ2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2727
 EZ2727.The geoid height was determined by GEOID03.
 EZ2727
 EZ2727.The dynamic height is computed by dividing the NAVD 88
 EZ2727.geopotential number by the normal gravity value computed on the
 EZ2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2727.degrees latitude (g = 980.6199 gals.).
 EZ2727
 EZ2727.The modeled gravity was interpolated from observed gravity values.
 EZ2727
 EZ2727;                    North         East     Units Scale Factor Converg.
 EZ2727;SPC NC       -   139,581.452   594,171.210   MT  0.99988158   -0 05 51.3
 EZ2727;SPC NC       -   457,943.48  1,949,376.71   sFT  0.99988158   -0 05 51.3
 EZ2727;UTM  17      - 3,875,480.224   667,069.308   MT  0.99994401   +1 03 02.3
 EZ2727
 EZ2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2727!SPC NC       -   0.99999282  x   0.99988158  =   0.99987440
 EZ2727!UTM  17      -   0.99999282  x   0.99994401  =   0.99993683
 EZ2727
 EZ2727                          SUPERSEDED SURVEY CONTROL
 EZ2727
 EZ2727  NAD 83(1986)-  35 00 29.40808(N)    079 10 08.63015(W) AD(       ) 2
 EZ2727  NAVD 88 (06/16/98)   78.49   (m)          257.5    (f) LEVELING    3  
 EZ2727
 EZ2727.Superseded values are not recommended for survey control.
 EZ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2727.See file dsdata.txt to determine how the superseded data were derived.
 EZ2727
 EZ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6706975480(NAD 83)
 EZ2727_MARKER: DE = TRAVERSE STATION DISK
 EZ2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2727_SP_SET: CONCRETE POST
 EZ2727_STAMPING: BEA 1981
 EZ2727_MARK LOGO: NCGS  
 EZ2727_PROJECTION: RECESSED 13 CENTIMETERS
 EZ2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2727+STABILITY: SURFACE MOTION
 EZ2727
 EZ2727  HISTORY     - Date     Condition        Report By
 EZ2727  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2727  HISTORY     - 1985     GOOD             USPSQD
 EZ2727  HISTORY     - 19890401 MARK NOT FOUND   USGS
 EZ2727
 EZ2727                          STATION DESCRIPTION
 EZ2727
 EZ2727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2727'3.6 MI NE FROM RAEFORD.
 EZ2727'ALONG US 401, 0.5 MIL EAST OF THE INTERSECTION WITH US 401 BYPASS
 EZ2727'NORTHEAST OF RAEFORD, WEST-SOUTHWEST OF A DIRT DRIVE NORTH TO A BLUE
 EZ2727'FRAME HOUSE, AND 0.2 MILE EAST OF INTERSECTION WITH SR 1408, 20.8
 EZ2727'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 169.4 FEET WEST-SOUTHWEST
 EZ2727'OF WEST END OF DRIVEWAY CULVERT, 37.5 FEET EAST OF METAL HIGHWAY
 EZ2727'SIGN POST, 44.6 FEET NORTHWEST OF POWER POLE.
 EZ2727'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2727
 EZ2727                          STATION RECOVERY (1985)
 EZ2727
 EZ2727'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2727'RECOVERED IN GOOD CONDITION.
 EZ2727
 EZ2727                          STATION RECOVERY (1989)
 EZ2727
 EZ2727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (RLM)
 EZ2727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2021 ***********************************************************************
 EY2021  DESIGNATION -  BEA 1
 EY2021  PID         -  EY2021
 EY2021  STATE/COUNTY-  NC/BEAUFORT
 EY2021  USGS QUAD   -  WILMAR (1983)
 EY2021
 EY2021                         *CURRENT SURVEY CONTROL
 EY2021  ___________________________________________________________________
 EY2021* NAD 83(1986)-  35 25 53.     (N)    077 10 31.     (W)     SCALED    
 EY2021* NAVD 88     -        13.495  (meters)      44.27   (feet)  ADJUSTED  
 EY2021  ___________________________________________________________________
 EY2021  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 EY2021  DYNAMIC HT  -          13.483 (meters)      44.24  (feet)  COMP
 EY2021  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 EY2021
 EY2021  VERT ORDER  -  SECOND    CLASS II
 EY2021
 EY2021.The horizontal coordinates were scaled from a topographic map and have
 EY2021.an estimated accuracy of +/- 6 seconds.
 EY2021
 EY2021.The orthometric height was determined by differential leveling
 EY2021.and adjusted in June 1991.
 EY2021
 EY2021.The geoid height was determined by GEOID03.
 EY2021
 EY2021.The dynamic height is computed by dividing the NAVD 88
 EY2021.geopotential number by the normal gravity value computed on the
 EY2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2021.degrees latitude (g = 980.6199 gals.).
 EY2021
 EY2021.The modeled gravity was interpolated from observed gravity values.
 EY2021
 EY2021;                    North         East    Units  Estimated Accuracy
 EY2021;SPC NC       -   188,040.      775,270.      MT  (+/- 180 meters Scaled)
 EY2021
 EY2021                          SUPERSEDED SURVEY CONTROL
 EY2021
 EY2021.No superseded survey control is available for this station.
 EY2021
 EY2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE025230(NAD 83)
 EY2021_MARKER: DB = BENCH MARK DISK
 EY2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2021_SP_SET: CONCRETE POST
 EY2021_STAMPING: BEA 1 1983
 EY2021_MARK LOGO: NCGS  
 EY2021_PROJECTION: PROJECTING 10 CENTIMETERS
 EY2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2021+STABILITY: SURFACE MOTION
 EY2021
 EY2021  HISTORY     - Date     Condition        Report By
 EY2021  HISTORY     - 1983     MONUMENTED       NCGS
 EY2021  HISTORY     - 1986     GOOD             USPSQD
 EY2021  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 EY2021
 EY2021                          STATION DESCRIPTION
 EY2021
 EY2021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2021'7.0 MI SW FROM CHOCOWINITY.
 EY2021'STATION IS LOCATED 2.95 MILES WESTERLY ALONG NC 102 FROM THE
 EY2021'INTERSECTION WITH US 17, LOCATED ACROSS HIGHWAY FROM A DOUBLE WIDE
 EY2021'MOBILE HOME, 34.7 FEET NORTHWEST OF THE CENTERLINE OF NC 102, 13.7
 EY2021'FEET SOUTH-SOUTHEAST OF A 24-INCH PINE WITH ALUMINUM REFERENCE TAG,
 EY2021'AND 105.3 FEET NORTHEAST FROM THE EAST END OF A DRIVEWAY CULVERT.
 EY2021'THE MARK IS 1.5 FT  S FROM  WITNESS POST
 EY2021'THE MARK IS 1 FT BELOW HIGHWAY.
 EY2021
 EY2021                          STATION RECOVERY (1986)
 EY2021
 EY2021'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY2021'RECOVERED IN GOOD CONDITION.
 EY2021
 EY2021                          STATION RECOVERY (1997)
 EY2021
 EY2021'RECOVERY NOTE BY US POWER SQUADRON 1997
 EY2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4123 ***********************************************************************
 EY4123  DESIGNATION -  BEA 10
 EY4123  PID         -  EY4123
 EY4123  STATE/COUNTY-  NC/BEAUFORT
 EY4123  USGS QUAD   -  BELHAVEN (1974)
 EY4123
 EY4123                         *CURRENT SURVEY CONTROL
 EY4123  ___________________________________________________________________
 EY4123* NAD 83(1986)-  35 32 16.     (N)    076 37 22.     (W)     SCALED    
 EY4123* NAVD 88     -         2.320  (meters)       7.61   (feet)  ADJUSTED  
 EY4123  ___________________________________________________________________
 EY4123  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY4123  DYNAMIC HT  -           2.318 (meters)       7.61  (feet)  COMP
 EY4123  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 EY4123
 EY4123  VERT ORDER  -  SECOND    CLASS II
 EY4123
 EY4123.The horizontal coordinates were scaled from a topographic map and have
 EY4123.an estimated accuracy of +/- 6 seconds.
 EY4123
 EY4123.The orthometric height was determined by differential leveling
 EY4123.and adjusted in June 1991.
 EY4123
 EY4123.The geoid height was determined by GEOID03.
 EY4123
 EY4123.The dynamic height is computed by dividing the NAVD 88
 EY4123.geopotential number by the normal gravity value computed on the
 EY4123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4123.degrees latitude (g = 980.6199 gals.).
 EY4123
 EY4123.The modeled gravity was interpolated from observed gravity values.
 EY4123
 EY4123;                    North         East    Units  Estimated Accuracy
 EY4123;SPC NC       -   200,900.      825,140.      MT  (+/- 180 meters Scaled)
 EY4123
 EY4123                          SUPERSEDED SURVEY CONTROL
 EY4123
 EY4123.No superseded survey control is available for this station.
 EY4123
 EY4123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE528338(NAD 83)
 EY4123_MARKER: DB = BENCH MARK DISK
 EY4123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4123_SP_SET: WHEELGUARD
 EY4123_STAMPING: BEA 10 1984
 EY4123_MARK LOGO: NCGS  
 EY4123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4123+STABILITY: SURFACE MOTION
 EY4123
 EY4123  HISTORY     - Date     Condition        Report By
 EY4123  HISTORY     - 1984     MONUMENTED       NCGS
 EY4123  HISTORY     - 20040321 GOOD             USPSQD
 EY4123
 EY4123                          STATION DESCRIPTION
 EY4123
 EY4123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4123'IN BELHAVEN.
 EY4123'THE STATION IS LOCATED IN BELHAVEN.  PROCEED ALONG US 264 BUSINESS
 EY4123'(MAIN STREET) FOR 0.9 KM (0.55 MI) SOUTHEAST FROM THE INTERSECTION
 EY4123'WITH NC 92, THENCE SOUTHWEST ALONG HASLIN STREET FOR 0.2 KM (0.1 MI)
 EY4123'TO FRONT STREET.  THENCE SOUTHEAST ALONG FRONT STREET FOR 0.2 KM
 EY4123'(0.15 MI) TO THE MARK SET IN THE WHEEL GUARD OF A SMALL CONCRETE
 EY4123'BRIDGE.  MARK IS LOCATED 4.0 METERS (13.0 FT) NORTH-NORTHEAST OF THE
 EY4123'CENTERLINE OF THE STREET, 2.3 METERS (7.7 FT) SOUTHWEST OF A POWER
 EY4123'POLE WITH A REFERENCE TAG, AND 0.3 METERS (0.9 FT) NORTHWEST OF THE
 EY4123'EAST END OF THE BRIDGE.  MARK IS SET INTO A DRILLED HOLE ABOUT 0.5 FT
 EY4123'ABOVE THE STREET.
 EY4123
 EY4123                          STATION RECOVERY (2004)
 EY4123
 EY4123'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY4123'IN DESCRIPTION, FRONT STREET IS NOW WATER STREET
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8679 ***********************************************************************
 AH8679  DESIGNATION -  BEA 100
 AH8679  PID         -  AH8679
 AH8679  STATE/COUNTY-  NC/BEAUFORT
 AH8679  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8679
 AH8679                         *CURRENT SURVEY CONTROL
 AH8679  ___________________________________________________________________
 AH8679* NAD 83(1986)-  35 24 48.     (N)    076 56 37.     (W)     SCALED    
 AH8679* NAVD 88     -        10.024  (meters)      32.89   (feet)  ADJUSTED  
 AH8679  ___________________________________________________________________
 AH8679  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 AH8679  DYNAMIC HT  -          10.015 (meters)      32.86  (feet)  COMP
 AH8679  MODELED GRAV-     979,756.2   (mgal)                       NAVD 88
 AH8679
 AH8679  VERT ORDER  -  SECOND    CLASS II
 AH8679
 AH8679.The horizontal coordinates were scaled from a topographic map and have
 AH8679.an estimated accuracy of +/- 6 seconds.
 AH8679
 AH8679.The orthometric height was determined by differential leveling
 AH8679.and adjusted in May 2000.
 AH8679
 AH8679.The geoid height was determined by GEOID03.
 AH8679
 AH8679.The dynamic height is computed by dividing the NAVD 88
 AH8679.geopotential number by the normal gravity value computed on the
 AH8679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8679.degrees latitude (g = 980.6199 gals.).
 AH8679
 AH8679.The modeled gravity was interpolated from observed gravity values.
 AH8679
 AH8679;                    North         East    Units  Estimated Accuracy
 AH8679;SPC NC       -   186,450.      796,340.      MT  (+/- 180 meters Scaled)
 AH8679
 AH8679                          SUPERSEDED SURVEY CONTROL
 AH8679
 AH8679.No superseded survey control is available for this station.
 AH8679
 AH8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE235206(NAD 83)
 AH8679_MARKER: DB = BENCH MARK DISK
 AH8679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8679_STAMPING: BEA 100 1990
 AH8679_MARK LOGO: NCGS  
 AH8679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8679+STABILITY: SURFACE MOTION
 AH8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8679+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8679
 AH8679  HISTORY     - Date     Condition        Report By
 AH8679  HISTORY     - 1990     MONUMENTED       NCGS
 AH8679
 AH8679                          STATION DESCRIPTION
 AH8679
 AH8679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8679'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) NORTH OF COXS CROSSROADS.
 AH8679'PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM) EAST FROM THE BLOUNTS CREEK
 AH8679'POST OFFICE (AT COXS CROSSROADS), THENCE NORTH FOR 1.65 MI (2.66 KM)
 AH8679'ALONG SR 1100 (CORE POINT RD), THENCE NORTH ALONG SR 1103 (MAULS POINT
 AH8679'RD) FOR 1.65 MI (2.66 KM) TO SR 1111 (GERARD LANE), AND STATION, ON
 AH8679'THE NORTH SIDE OF THE INTERSECTION. MARK IS ABOUT 2-FEET LOWER THAN
 AH8679'ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED 11.20 M (36.75 FT)
 AH8679'NORTHWEST OF THE CENTERLINE OF SR 1103, 20.00 M (65.62 FT) NORTHEAST
 AH8679'OF THE CENTERLINE OF SR 1111, 6.90 M (22.64 FT) SOUTHEAST OF THE
 AH8679'EASTMOST OF TWO GUY WIRE ANCHORS, AND 1.2 M (3.9 FT) SOUTH-SOUTHWEST
 AH8679'OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8680 ***********************************************************************
 AH8680  DESIGNATION -  BEA 101
 AH8680  PID         -  AH8680
 AH8680  STATE/COUNTY-  NC/BEAUFORT
 AH8680  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8680
 AH8680                         *CURRENT SURVEY CONTROL
 AH8680  ___________________________________________________________________
 AH8680* NAD 83(1986)-  35 25 18.     (N)    076 56 17.     (W)     SCALED    
 AH8680* NAVD 88     -         9.525  (meters)      31.25   (feet)  ADJUSTED  
 AH8680  ___________________________________________________________________
 AH8680  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 AH8680  DYNAMIC HT  -           9.516 (meters)      31.22  (feet)  COMP
 AH8680  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 AH8680
 AH8680  VERT ORDER  -  SECOND    CLASS II
 AH8680
 AH8680.The horizontal coordinates were scaled from a topographic map and have
 AH8680.an estimated accuracy of +/- 6 seconds.
 AH8680
 AH8680.The orthometric height was determined by differential leveling
 AH8680.and adjusted in May 2000.
 AH8680
 AH8680.The geoid height was determined by GEOID03.
 AH8680
 AH8680.The dynamic height is computed by dividing the NAVD 88
 AH8680.geopotential number by the normal gravity value computed on the
 AH8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8680.degrees latitude (g = 980.6199 gals.).
 AH8680
 AH8680.The modeled gravity was interpolated from observed gravity values.
 AH8680
 AH8680;                    North         East    Units  Estimated Accuracy
 AH8680;SPC NC       -   187,380.      796,830.      MT  (+/- 180 meters Scaled)
 AH8680
 AH8680                          SUPERSEDED SURVEY CONTROL
 AH8680
 AH8680.No superseded survey control is available for this station.
 AH8680
 AH8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE240215(NAD 83)
 AH8680_MARKER: DB = BENCH MARK DISK
 AH8680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8680_SP_SET: SIDEWALK
 AH8680_STAMPING: BEA 101 1990
 AH8680_MARK LOGO: NCGS  
 AH8680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8680+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8680
 AH8680  HISTORY     - Date     Condition        Report By
 AH8680  HISTORY     - 1990     MONUMENTED       NCGS
 AH8680
 AH8680                          STATION DESCRIPTION
 AH8680
 AH8680'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8680'STATION IS LOCATED ABOUT 6.04 KM (3.75 MI) NORTH OF COXS CROSSROADS,
 AH8680'AT THE WARE CREEK MISSIONARY BAPTIST CHURCH. PROCEED ALONG NC 33 FOR
 AH8680'0.05 MI (0.08 KM) EAST FROM THE BLOUNTS CREEK POST OFFICE (AT COXS
 AH8680'CROSSROADS), THENCE NORTH FOR 1.65 MI (2.66 KM) ALONG SR 1100 (CORE
 AH8680'POINT RD), THENCE NORTH ALONG SR 1103 (MAULS POINT RD) FOR 2.40 MI
 AH8680'(3.86 KM) TO STATION, AT THE SOUTHWEST ENTRANCE OF THE CHURCH. MARK IS
 AH8680'ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 0.10 M (0.33 FT)
 AH8680'SOUTHWEST OF THE NORTHEAST EDGE OF WALK, 0.15 M (0.49 FT) SOUTHEAST OF
 AH8680'THE SOUTHEAST END OF BRICK STEPS, 12.42 M (40.75 FT) NORTHWEST OF THE
 AH8680'SOUTHWEST CORNER OF BRICK CLASSROOMS, AND 9.88 M (32.41 FT)
 AH8680'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A BRICK MARQUEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8681 ***********************************************************************
 AH8681  DESIGNATION -  BEA 102
 AH8681  PID         -  AH8681
 AH8681  STATE/COUNTY-  NC/BEAUFORT
 AH8681  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8681
 AH8681                         *CURRENT SURVEY CONTROL
 AH8681  ___________________________________________________________________
 AH8681* NAD 83(1986)-  35 25 58.     (N)    076 57 02.     (W)     SCALED    
 AH8681* NAVD 88     -         9.039  (meters)      29.66   (feet)  ADJUSTED  
 AH8681  ___________________________________________________________________
 AH8681  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 AH8681  DYNAMIC HT  -           9.031 (meters)      29.63  (feet)  COMP
 AH8681  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 AH8681
 AH8681  VERT ORDER  -  SECOND    CLASS II
 AH8681
 AH8681.The horizontal coordinates were scaled from a topographic map and have
 AH8681.an estimated accuracy of +/- 6 seconds.
 AH8681
 AH8681.The orthometric height was determined by differential leveling
 AH8681.and adjusted in May 2000.
 AH8681
 AH8681.The geoid height was determined by GEOID03.
 AH8681
 AH8681.The dynamic height is computed by dividing the NAVD 88
 AH8681.geopotential number by the normal gravity value computed on the
 AH8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8681.degrees latitude (g = 980.6199 gals.).
 AH8681
 AH8681.The modeled gravity was interpolated from observed gravity values.
 AH8681
 AH8681;                    North         East    Units  Estimated Accuracy
 AH8681;SPC NC       -   188,590.      795,670.      MT  (+/- 180 meters Scaled)
 AH8681
 AH8681                          SUPERSEDED SURVEY CONTROL
 AH8681
 AH8681.No superseded survey control is available for this station.
 AH8681
 AH8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE229227(NAD 83)
 AH8681_MARKER: DB = BENCH MARK DISK
 AH8681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8681_STAMPING: BEA 102 1990
 AH8681_MARK LOGO: NCGS  
 AH8681_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8681+STABILITY: SURFACE MOTION
 AH8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8681+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8681
 AH8681  HISTORY     - Date     Condition        Report By
 AH8681  HISTORY     - 1990     MONUMENTED       NCGS
 AH8681
 AH8681                          STATION DESCRIPTION
 AH8681
 AH8681'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8681'STATION IS LOCATED ABOUT 7.08 KM (4.40 MI) NORTH OF COXS CROSSROADS.
 AH8681'PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM) EAST FROM THE BLOUNTS CREEK
 AH8681'POST OFFICE (AT COXS CROSSROADS), THENCE NORTH FOR 1.65 MI (2.66 KM)
 AH8681'ALONG SR 1100 (CORE POINT RD), THENCE NORTH FOR 2.4 MI (3.9 KM) ALONG
 AH8681'SR 1103 (MAULS POINT RD), THENCE NORTHWEST ALONG SR 1112 FOR 1.05 MI
 AH8681'(1.69 KM) TO SR 1189 (ENTRANCE TO CAMP BONNER BOY SCOUT CAMP) AND
 AH8681'STATION, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. MARK IS ABOUT
 AH8681'LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED 11.20 M (36.75 FT)
 AH8681'NORTHEAST OF THE CENTERLINE OF SR 1112, 10.05 M (32.97 FT) SOUTHEAST
 AH8681'OF THE CENTERLINE OF SR 1189--AND 0.70 M (2.30 FT) SOUTHWEST OF THE
 AH8681'NORTHEAST END OF A WOODEN SIGNPOST INSCRIBED--CAMP BONNER--AND 12.05 M
 AH8681'(39.53 FT) NORTH-NORTHWEST OF A 14-INCH PINE--BOTH WITH REFERENCE
 AH8681'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8682 ***********************************************************************
 AH8682  DESIGNATION -  BEA 103
 AH8682  PID         -  AH8682
 AH8682  STATE/COUNTY-  NC/BEAUFORT
 AH8682  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8682
 AH8682                         *CURRENT SURVEY CONTROL
 AH8682  ___________________________________________________________________
 AH8682* NAD 83(1986)-  35 26 00.     (N)    076 58 12.     (W)     SCALED    
 AH8682* NAVD 88     -         1.385  (meters)       4.54   (feet)  ADJUSTED  
 AH8682  ___________________________________________________________________
 AH8682  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 AH8682  DYNAMIC HT  -           1.383 (meters)       4.54  (feet)  COMP
 AH8682  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 AH8682
 AH8682  VERT ORDER  -  SECOND    CLASS II
 AH8682
 AH8682.The horizontal coordinates were scaled from a topographic map and have
 AH8682.an estimated accuracy of +/- 6 seconds.
 AH8682
 AH8682.The orthometric height was determined by differential leveling
 AH8682.and adjusted in May 2000.
 AH8682
 AH8682.The geoid height was determined by GEOID03.
 AH8682
 AH8682.The dynamic height is computed by dividing the NAVD 88
 AH8682.geopotential number by the normal gravity value computed on the
 AH8682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8682.degrees latitude (g = 980.6199 gals.).
 AH8682
 AH8682.The modeled gravity was interpolated from observed gravity values.
 AH8682
 AH8682;                    North         East    Units  Estimated Accuracy
 AH8682;SPC NC       -   188,620.      793,900.      MT  (+/- 180 meters Scaled)
 AH8682
 AH8682                          SUPERSEDED SURVEY CONTROL
 AH8682
 AH8682.No superseded survey control is available for this station.
 AH8682
 AH8682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE211228(NAD 83)
 AH8682_MARKER: DB = BENCH MARK DISK
 AH8682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8682_SP_SET: FUEL ISLAND
 AH8682_STAMPING: BEA 103 1990
 AH8682_MARK LOGO: NCGS  
 AH8682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8682+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8682
 AH8682  HISTORY     - Date     Condition        Report By
 AH8682  HISTORY     - 1990     MONUMENTED       NCGS
 AH8682
 AH8682                          STATION DESCRIPTION
 AH8682
 AH8682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8682'STATION IS LOCATED ABOUT 9.33 KM (5.80 MI) NORTH OF COXS CROSSROADS
 AH8682'NEAR THE BRIDGE OVER BLOUNTS CREEK. PROCEED ALONG NC 33 FOR 0.05 MI
 AH8682'(0.08 KM) EAST FROM THE BLOUNTS CREEK POST OFFICE (AT COXS
 AH8682'CROSSROADS), THENCE NORTH FOR 1.65 MI (2.66 KM) ALONG SR 1100 (CORE
 AH8682'POINT RD), THENCE NORTH FOR 2.4 MI (3.9 KM) ALONG SR 1103 (MAULS POINT
 AH8682'RD), THENCE NORTHWEST ALONG SR 1112 (MOUTH OF THE CREEK RD) FOR 2.43
 AH8682'MI (3.91 KM) TO STATION, IN THE EAST END OF A CONCRETE FUEL ISLAND IN
 AH8682'FRONT OF A GROCERY STORE. MARK IS ABOUT LEVEL WITH ROAD. LOCATED 13.0
 AH8682'M (42.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 1112, 0.35 M (1.15
 AH8682'FT) SOUTHWEST OF A STEEL SIGNPOST, 6.65 M (21.82 FT) WEST OF THE
 AH8682'SOUTHWEST CORNER OF THE STORE, AND 10.35 M (33.96 FT) NORTH OF THE
 AH8682'NORTHWEST CORNER POST OF A CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8683 ***********************************************************************
 AH8683  DESIGNATION -  BEA 104
 AH8683  PID         -  AH8683
 AH8683  STATE/COUNTY-  NC/BEAUFORT
 AH8683  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8683
 AH8683                         *CURRENT SURVEY CONTROL
 AH8683  ___________________________________________________________________
 AH8683* NAD 83(1986)-  35 26 04.     (N)    076 59 05.     (W)     SCALED    
 AH8683* NAVD 88     -         6.299  (meters)      20.67   (feet)  ADJUSTED  
 AH8683  ___________________________________________________________________
 AH8683  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 AH8683  DYNAMIC HT  -           6.293 (meters)      20.65  (feet)  COMP
 AH8683  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 AH8683
 AH8683  VERT ORDER  -  SECOND    CLASS II
 AH8683
 AH8683.The horizontal coordinates were scaled from a topographic map and have
 AH8683.an estimated accuracy of +/- 6 seconds.
 AH8683
 AH8683.The orthometric height was determined by differential leveling
 AH8683.and adjusted in May 2000.
 AH8683
 AH8683.The geoid height was determined by GEOID03.
 AH8683
 AH8683.The dynamic height is computed by dividing the NAVD 88
 AH8683.geopotential number by the normal gravity value computed on the
 AH8683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8683.degrees latitude (g = 980.6199 gals.).
 AH8683
 AH8683.The modeled gravity was interpolated from observed gravity values.
 AH8683
 AH8683;                    North         East    Units  Estimated Accuracy
 AH8683;SPC NC       -   188,710.      792,560.      MT  (+/- 180 meters Scaled)
 AH8683
 AH8683                          SUPERSEDED SURVEY CONTROL
 AH8683
 AH8683.No superseded survey control is available for this station.
 AH8683
 AH8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE198230(NAD 83)
 AH8683_MARKER: N = NAIL
 AH8683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8683_SP_SET: CULVERT PIPE
 AH8683_STAMPING: BEA 104 1990
 AH8683_MARK LOGO: NCGS  
 AH8683_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8683+STABILITY: SURFACE MOTION
 AH8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8683+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8683
 AH8683  HISTORY     - Date     Condition        Report By
 AH8683  HISTORY     - 1990     MONUMENTED       NCGS
 AH8683
 AH8683                          STATION DESCRIPTION
 AH8683
 AH8683'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8683'STATION IS LOCATED ABOUT 9.33 KM (5.80 MI) NORTH-NORTHWEST OF COXS
 AH8683'CROSSROADS. PROCEED ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE
 AH8683'BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST FOR
 AH8683'3.0 MI (4.8 KM) ALONG SR 1114 (CLAY BOTTOM SCHOOL RD), THENCE EAST FOR
 AH8683'1.5 MI (2.4 KM) ALONG SR 1112 (MOUTH OF THE CREEK RD) TO STATION, IN
 AH8683'THE SOUTH END OF A CONCRETE CULVERT PIPE, OR 1.0 MI (1.6 KM) WEST OF
 AH8683'THE BLOUNTS CREEK BRIDGE. MARK IS A PK NAIL AND WASHER AND IS ABOUT
 AH8683'7-FEET LOWER THAN ROAD. LOCATED 8.50 M (27.89 FT) SOUTHWEST OF THE
 AH8683'CENTERLINE OF SR 1112, 40.10 M (131.56 FT) SOUTHEAST OF A TELEPHONE
 AH8683'PEDESTAL (38S), AND 3.50 M (11.48 FT) NORTH-NORTHEAST OF A 12-INCH OAK
 AH8683'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8684 ***********************************************************************
 AH8684  DESIGNATION -  BEA 105
 AH8684  PID         -  AH8684
 AH8684  STATE/COUNTY-  NC/BEAUFORT
 AH8684  USGS QUAD   -  AURORA (1993)
 AH8684
 AH8684                         *CURRENT SURVEY CONTROL
 AH8684  ___________________________________________________________________
 AH8684* NAD 83(1986)-  35 21 57.     (N)    076 51 06.     (W)     SCALED    
 AH8684* NAVD 88     -         4.052  (meters)      13.29   (feet)  ADJUSTED  
 AH8684  ___________________________________________________________________
 AH8684  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 AH8684  DYNAMIC HT  -           4.049 (meters)      13.28  (feet)  COMP
 AH8684  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 AH8684
 AH8684  VERT ORDER  -  SECOND    CLASS II
 AH8684
 AH8684.The horizontal coordinates were scaled from a topographic map and have
 AH8684.an estimated accuracy of +/- 6 seconds.
 AH8684
 AH8684.The orthometric height was determined by differential leveling
 AH8684.and adjusted in May 2000.
 AH8684
 AH8684.The geoid height was determined by GEOID03.
 AH8684
 AH8684.The dynamic height is computed by dividing the NAVD 88
 AH8684.geopotential number by the normal gravity value computed on the
 AH8684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8684.degrees latitude (g = 980.6199 gals.).
 AH8684
 AH8684.The modeled gravity was interpolated from observed gravity values.
 AH8684
 AH8684;                    North         East    Units  Estimated Accuracy
 AH8684;SPC NC       -   181,360.      804,800.      MT  (+/- 180 meters Scaled)
 AH8684
 AH8684                          SUPERSEDED SURVEY CONTROL
 AH8684
 AH8684.No superseded survey control is available for this station.
 AH8684
 AH8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE317151(NAD 83)
 AH8684_MARKER: N = NAIL
 AH8684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8684_SP_SET: CULVERT PIPE
 AH8684_STAMPING: BEA 105 1990
 AH8684_MARK LOGO: NCGS  
 AH8684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8684+STABILITY: SURFACE MOTION
 AH8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8684+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8684
 AH8684  HISTORY     - Date     Condition        Report By
 AH8684  HISTORY     - 1990     MONUMENTED       NCGS
 AH8684
 AH8684                          STATION DESCRIPTION
 AH8684
 AH8684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8684'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) NORTH-NORTHEAST OF EDWARD
 AH8684'AND 8.85 KM (5.50 MI) NORTHWEST OF AURORA. PROCEED ALONG NC 33 FOR
 AH8684'0.10 MI (0.16 KM) SOUTHEAST FROM THE POST OFFICE AT EDWARD, THENCE
 AH8684'EAST FOR 0.65 MI (1.05 KM) ALONG SR 1949 (MAIN STREET), THENCE
 AH8684'NORTHEAST FOR 0.2 MI (0.3 KM) ALONG SR 1942 (CREEKMUR RD), THENCE
 AH8684'NORTH FOR 3.35 MI (5.39 KM) ALONG SR 1936 (BONNERTON RD) TO STATION,
 AH8684'IN THE SOUTHEAST END OF A CONCRETE CULVERT. MARK IS A PK NAIL AND
 AH8684'WASHER ABOUT 2 FEET (0.6 M) LOWER THAN ROAD. LOCATED 4.62 M (15.16 FT)
 AH8684'SOUTH-SOUTHEAST OF THE CENTERLINE OF 1936, 47.10 M (154.53 FT)
 AH8684'EAST-NORTHEAST OF A PEDESTAL (200W), AND 9.55 M (31.33 FT)
 AH8684'WEST-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8685 ***********************************************************************
 AH8685  DESIGNATION -  BEA 106
 AH8685  PID         -  AH8685
 AH8685  STATE/COUNTY-  NC/BEAUFORT
 AH8685  USGS QUAD   -  AURORA (1993)
 AH8685
 AH8685                         *CURRENT SURVEY CONTROL
 AH8685  ___________________________________________________________________
 AH8685* NAD 83(1986)-  35 21 39.     (N)    076 49 22.     (W)     SCALED    
 AH8685* NAVD 88     -         3.602  (meters)      11.82   (feet)  ADJUSTED  
 AH8685  ___________________________________________________________________
 AH8685  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 AH8685  DYNAMIC HT  -           3.599 (meters)      11.81  (feet)  COMP
 AH8685  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 AH8685
 AH8685  VERT ORDER  -  SECOND    CLASS II
 AH8685
 AH8685.The horizontal coordinates were scaled from a topographic map and have
 AH8685.an estimated accuracy of +/- 6 seconds.
 AH8685
 AH8685.The orthometric height was determined by differential leveling
 AH8685.and adjusted in May 2000.
 AH8685
 AH8685.The geoid height was determined by GEOID03.
 AH8685
 AH8685.The dynamic height is computed by dividing the NAVD 88
 AH8685.geopotential number by the normal gravity value computed on the
 AH8685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8685.degrees latitude (g = 980.6199 gals.).
 AH8685
 AH8685.The modeled gravity was interpolated from observed gravity values.
 AH8685
 AH8685;                    North         East    Units  Estimated Accuracy
 AH8685;SPC NC       -   180,860.      807,440.      MT  (+/- 180 meters Scaled)
 AH8685
 AH8685                          SUPERSEDED SURVEY CONTROL
 AH8685
 AH8685.No superseded survey control is available for this station.
 AH8685
 AH8685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE343145(NAD 83)
 AH8685_MARKER: DB = BENCH MARK DISK
 AH8685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8685_STAMPING: BEA 106 1990
 AH8685_MARK LOGO: NCGS  
 AH8685_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8685+STABILITY: SURFACE MOTION
 AH8685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8685+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8685
 AH8685  HISTORY     - Date     Condition        Report By
 AH8685  HISTORY     - 1990     MONUMENTED       NCGS
 AH8685
 AH8685                          STATION DESCRIPTION
 AH8685
 AH8685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8685'STATION IS LOCATED ABOUT 6.60 KM (4.10 MI) NORTHEAST OF EDWARD AND
 AH8685'7.00 KM (4.35 MI) NORTH-NORTHWEST OF AURORA. PROCEED ALONG NC 33 FOR
 AH8685'0.10 MI (0.16 KM) SOUTHEAST FROM THE POST OFFICE IN EDWARD, THENCE
 AH8685'EAST FOR 0.65 MI (1.05 KM) ALONG SR 1949 (MAIN STREET), THENCE
 AH8685'NORTHEAST FOR 0.2 MI (0.3 KM) ALONG SR 1942 (CREEKMUR ROAD), THENCE
 AH8685'NORTH ALONG SR 1936 (BONNERTON RD) FOR 5.60 MI (9.01 KM) TO THE OAK
 AH8685'GROVE MISSIONARY BAPTIST CHURCH AND THE STATION, BESIDE A POWER POLE
 AH8685'IN THE SOUTHWEST CORNER OF CHURCH YARD. MARK IS LEVEL WITH THE CHURCH
 AH8685'YARD AND FLUSH WITH GROUND. LOCATED 9.75 M (31.99 FT) SOUTHEAST OF A
 AH8685'36-INCH PINE, 12.57 M (41.24 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AH8685'A CONCRETE BLOCK PUMPHOUSE, 16.40 M (53.81 FT) NORTHWEST OF THE
 AH8685'NORTHWEST CORNER OF THE CHURCH BELL TOWER, AND 1.25 M (4.10 FT)
 AH8685'EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8689 ***********************************************************************
 AH8689  DESIGNATION -  BEA 107
 AH8689  PID         -  AH8689
 AH8689  STATE/COUNTY-  NC/BEAUFORT
 AH8689  USGS QUAD   -  AURORA (1993)
 AH8689
 AH8689                         *CURRENT SURVEY CONTROL
 AH8689  ___________________________________________________________________
 AH8689* NAD 83(1986)-  35 20 49.     (N)    076 51 43.     (W)     SCALED    
 AH8689* NAVD 88     -         9.308  (meters)      30.54   (feet)  ADJUSTED  
 AH8689  ___________________________________________________________________
 AH8689  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 AH8689  DYNAMIC HT  -           9.299 (meters)      30.51  (feet)  COMP
 AH8689  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 AH8689
 AH8689  VERT ORDER  -  SECOND    CLASS II
 AH8689
 AH8689.The horizontal coordinates were scaled from a topographic map and have
 AH8689.an estimated accuracy of +/- 6 seconds.
 AH8689
 AH8689.The orthometric height was determined by differential leveling
 AH8689.and adjusted in May 2000.
 AH8689
 AH8689.The geoid height was determined by GEOID03.
 AH8689
 AH8689.The dynamic height is computed by dividing the NAVD 88
 AH8689.geopotential number by the normal gravity value computed on the
 AH8689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8689.degrees latitude (g = 980.6199 gals.).
 AH8689
 AH8689.The modeled gravity was interpolated from observed gravity values.
 AH8689
 AH8689;                    North         East    Units  Estimated Accuracy
 AH8689;SPC NC       -   179,240.      803,910.      MT  (+/- 180 meters Scaled)
 AH8689
 AH8689                          SUPERSEDED SURVEY CONTROL
 AH8689
 AH8689.No superseded survey control is available for this station.
 AH8689
 AH8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE308131(NAD 83)
 AH8689_MARKER: DB = BENCH MARK DISK
 AH8689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8689_STAMPING: BEA 107 1990
 AH8689_MARK LOGO: NCGS  
 AH8689_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8689+STABILITY: SURFACE MOTION
 AH8689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8689+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8689
 AH8689  HISTORY     - Date     Condition        Report By
 AH8689  HISTORY     - 1990     MONUMENTED       NCGS
 AH8689
 AH8689                          STATION DESCRIPTION
 AH8689
 AH8689'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8689'STATION IS LOCATED ABOUT 2.90 KM (1.80 MI) NORTHEAST OF EDWARD AND
 AH8689'8.21 KM (5.10 MI) NORTHWEST OF AURORA. PROCEED ALONG NC 33 FOR 0.10 MI
 AH8689'(0.16 KM) SOUTHEAST FROM THE POST OFFICE AT EDWARD, THENCE EAST FOR
 AH8689'0.65 MI (1.05 KM) ALONG SR 1949 (MAIN ST), THENCE NORTHEAST FOR 0.20
 AH8689'MI (0.32 KM) ALONG SR 1942 (CREEKMUR RD), THENCE NORTH ALONG SR 1936
 AH8689'(BONNERTON RD) FOR 1.70 MI (2.74 KM) TO SR 1958 (GRAY RD) AND THE
 AH8689'STATION, ON THE WEST SIDE OF THE INTERSECTION, ON THE PROLONGATED
 AH8689'CENTERLINE OF SR 1958. MARK IS ABOUT LEVEL WITH ROAD AND IS RECESSED 4
 AH8689'INCHES BELOW GROUND. LOCATED 9.27 M (30.41 FT) WEST-SOUTHWEST OF THE
 AH8689'CENTERLINE OF THE INTERSECTION, 9.0 M (29.5 FT) NORTH-NORTHEAST OF A
 AH8689'TELEPHONE PEDESTAL (1936R), AND 11.40 M (37.40 FT) SOUTH-SOUTHWEST OF
 AH8689'A 10-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8690 ***********************************************************************
 AH8690  DESIGNATION -  BEA 108
 AH8690  PID         -  AH8690
 AH8690  STATE/COUNTY-  NC/BEAUFORT
 AH8690  USGS QUAD   -  HACKNEY (1983)
 AH8690
 AH8690                         *CURRENT SURVEY CONTROL
 AH8690  ___________________________________________________________________
 AH8690* NAD 83(1986)-  35 29 54.     (N)    077 04 04.     (W)     SCALED    
 AH8690* NAVD 88     -         8.407  (meters)      27.58   (feet)  ADJUSTED  
 AH8690  ___________________________________________________________________
 AH8690  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 AH8690  DYNAMIC HT  -           8.400 (meters)      27.56  (feet)  COMP
 AH8690  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 AH8690
 AH8690  VERT ORDER  -  SECOND    CLASS II
 AH8690
 AH8690.The horizontal coordinates were scaled from a topographic map and have
 AH8690.an estimated accuracy of +/- 6 seconds.
 AH8690
 AH8690.The orthometric height was determined by differential leveling
 AH8690.and adjusted in May 2000.
 AH8690
 AH8690.The geoid height was determined by GEOID03.
 AH8690
 AH8690.The dynamic height is computed by dividing the NAVD 88
 AH8690.geopotential number by the normal gravity value computed on the
 AH8690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8690.degrees latitude (g = 980.6199 gals.).
 AH8690
 AH8690.The modeled gravity was interpolated from observed gravity values.
 AH8690
 AH8690;                    North         East    Units  Estimated Accuracy
 AH8690;SPC NC       -   195,650.      784,880.      MT  (+/- 180 meters Scaled)
 AH8690
 AH8690                          SUPERSEDED SURVEY CONTROL
 AH8690
 AH8690.No superseded survey control is available for this station.
 AH8690
 AH8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE124302(NAD 83)
 AH8690_MARKER: N = NAIL
 AH8690_SETTING: 0 = UNSPECIFIED SETTING
 AH8690_STAMPING: BEA 108 1990
 AH8690_MARK LOGO: NCGS  
 AH8690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8690+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8690
 AH8690  HISTORY     - Date     Condition        Report By
 AH8690  HISTORY     - 1990     MONUMENTED       NCGS
 AH8690
 AH8690                          STATION DESCRIPTION
 AH8690
 AH8690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8690'STATION IS LOCATED ABOUT 4.67 KM (2.90 MI) EAST-SOUTHEAST OF
 AH8690'CHOCOWINITY. PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM
 AH8690'US 17, THENCE ALONG SR 1123 (OLD BLOUNTS CREEK RD) FOR 0.62 MI (1.00
 AH8690'KM) TO THE STATION, ON AN EMBANKMENT. MARK IS A PK NAIL AND WASHER IN
 AH8690'THE TOP OF AN NCDOT RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH ROAD AND
 AH8690'PROJECTING 6 INCHES ABOVE GROUND. LOCATED 9.05 M (29.69 FT) SOUTHWEST
 AH8690'OF THE CENTERLINE OF SR 1123, 15.52 M (50.92 FT) NORTHEAST OF THE
 AH8690'NORTHEAST CORNER OF A 1-STORY FRAME HOUSE, AND 9.13 M (29.95 FT)
 AH8690'WEST-NORTHWEST OF THE WEST END AND 28.41 M (93.21 FT) SOUTHEAST OF THE
 AH8690'EAST END OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8688 ***********************************************************************
 AH8688  DESIGNATION -  BEA 109
 AH8688  PID         -  AH8688
 AH8688  STATE/COUNTY-  NC/BEAUFORT
 AH8688  USGS QUAD   -  AURORA (1993)
 AH8688
 AH8688                         *CURRENT SURVEY CONTROL
 AH8688  ___________________________________________________________________
 AH8688* NAD 83(1986)-  35 20 49.     (N)    076 50 55.     (W)     SCALED    
 AH8688* NAVD 88     -         4.576  (meters)      15.01   (feet)  ADJUSTED  
 AH8688  ___________________________________________________________________
 AH8688  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 AH8688  DYNAMIC HT  -           4.572 (meters)      15.00  (feet)  COMP
 AH8688  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 AH8688
 AH8688  VERT ORDER  -  SECOND    CLASS II
 AH8688
 AH8688.The horizontal coordinates were scaled from a topographic map and have
 AH8688.an estimated accuracy of +/- 6 seconds.
 AH8688
 AH8688.The orthometric height was determined by differential leveling
 AH8688.and adjusted in May 2000.
 AH8688
 AH8688.The geoid height was determined by GEOID03.
 AH8688
 AH8688.The dynamic height is computed by dividing the NAVD 88
 AH8688.geopotential number by the normal gravity value computed on the
 AH8688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8688.degrees latitude (g = 980.6199 gals.).
 AH8688
 AH8688.The modeled gravity was interpolated from observed gravity values.
 AH8688
 AH8688;                    North         East    Units  Estimated Accuracy
 AH8688;SPC NC       -   179,270.      805,130.      MT  (+/- 180 meters Scaled)
 AH8688
 AH8688                          SUPERSEDED SURVEY CONTROL
 AH8688
 AH8688.No superseded survey control is available for this station.
 AH8688
 AH8688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE320130(NAD 83)
 AH8688_MARKER: DB = BENCH MARK DISK
 AH8688_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH8688_STAMPING: BEA 109 1990
 AH8688_MARK LOGO: NCGS  
 AH8688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH8688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8688+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8688
 AH8688  HISTORY     - Date     Condition        Report By
 AH8688  HISTORY     - 1990     MONUMENTED       NCGS
 AH8688
 AH8688                          STATION DESCRIPTION
 AH8688
 AH8688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8688'STATION IS LOCATED ABOUT 3.86 KM (2.40 MI) NORTHEAST OF EDWARD AND
 AH8688'7.00 KM (4.35 MI) NORTHWEST OF AURORA. PROCEED ALONG NC 33 FOR 0.10 MI
 AH8688'(0.16 KM) SOUTHEAST FROM THE POST OFFICE AT EDWARD, THENCE EAST FOR
 AH8688'0.65 MI (1.05 KM) ALONG SR 1949 (MAIN ST), THENCE NORTHEAST FOR 0.20
 AH8688'MI (0.32 KM) ALONG SR 1942 (CREEKMUR RD), THENCE NORTH FOR 1.7 MI (2.7
 AH8688'KM) ALONG SR 1936 (BONNERTON RD), THENCE EAST ALONG SR 1958 (GRAY RD)
 AH8688'FOR 0.75 MI (1.21 KM) TO A 2-STORY FRAME HOUSE, AND THE STATION, IN
 AH8688'THE SOUTHEAST CORNER OF THE YARD. MARK IS ABOUT LEVEL WITH ROAD AND
 AH8688'FLUSH WITH GROUND. LOCATED 8.0 M (26.2 FT) NORTH-NORTHEAST OF THE
 AH8688'CENTERLINE OF SR 1958, 4.65 M (15.26 FT) EAST OF THE CENTERLINE OF A
 AH8688'CONCRETE DRIVEWAY, 21.31 M (69.91 FT) SOUTHEAST OF THE SOUTHEAST
 AH8688'CORNER OF A BRICK PORCH, AND 23.44 M (76.90 FT) SOUTH OF THE SOUTHWEST
 AH8688'CORNER OF A CONCRETE BLOCK 2-CAR GARAGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6065 ***********************************************************************
 AE6065  DESIGNATION -  BEA 11
 AE6065  PID         -  AE6065
 AE6065  STATE/COUNTY-  NC/BEAUFORT
 AE6065  USGS QUAD   -  AURORA (1993)
 AE6065
 AE6065                         *CURRENT SURVEY CONTROL
 AE6065  ___________________________________________________________________
 AE6065* NAD 83(1986)-  35 18 03.     (N)    076 46 31.     (W)     SCALED    
 AE6065* NAVD 88     -         3.372  (meters)      11.06   (feet)  ADJUSTED  
 AE6065  ___________________________________________________________________
 AE6065  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 AE6065  DYNAMIC HT  -           3.369 (meters)      11.05  (feet)  COMP
 AE6065  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 AE6065
 AE6065  VERT ORDER  -  SECOND    CLASS II
 AE6065
 AE6065.The horizontal coordinates were scaled from a topographic map and have
 AE6065.an estimated accuracy of +/- 6 seconds.
 AE6065
 AE6065.The orthometric height was determined by differential leveling
 AE6065.and adjusted in June 1998.
 AE6065
 AE6065.The geoid height was determined by GEOID03.
 AE6065
 AE6065.The dynamic height is computed by dividing the NAVD 88
 AE6065.geopotential number by the normal gravity value computed on the
 AE6065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6065.degrees latitude (g = 980.6199 gals.).
 AE6065
 AE6065.The modeled gravity was interpolated from observed gravity values.
 AE6065
 AE6065;                    North         East    Units  Estimated Accuracy
 AE6065;SPC NC       -   174,300.      811,900.      MT  (+/- 180 meters Scaled)
 AE6065
 AE6065                          SUPERSEDED SURVEY CONTROL
 AE6065
 AE6065.No superseded survey control is available for this station.
 AE6065
 AE6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE385078(NAD 83)
 AE6065_MARKER: DB = BENCH MARK DISK
 AE6065_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE6065+WITH SETTING: PAVEMENT
 AE6065_SP_SET: BRIDGE WHEELGUARD
 AE6065_STAMPING: BEA 11 1986
 AE6065_MARK LOGO: NCGS  
 AE6065_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6065+STABILITY: SURFACE MOTION
 AE6065
 AE6065  HISTORY     - Date     Condition        Report By
 AE6065  HISTORY     - 1986     MONUMENTED       NCGS
 AE6065
 AE6065                          STATION DESCRIPTION
 AE6065
 AE6065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6065'STATION IS LOCATED IN AURORA. ALONG NC 33, AT THE EAST END OF THE
 AE6065'SOUTH CREEK HIGHWAY BRIDGE. STATION IS A STANDARD NCGS BENCH MARK DISK
 AE6065'STAMPED---BEA 11 1986---, SET IN THE TOP OF A DRILL HOLE IN THE
 AE6065'CONCRETE WHEELGUARD.  LOCATED 3.66 M (12.01 FT) SOUTH OF THE
 AE6065'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF THE EAST END OF
 AE6065'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6111 ***********************************************************************
 AE6111  DESIGNATION -  BEA 113
 AE6111  PID         -  AE6111
 AE6111  STATE/COUNTY-  NC/BEAUFORT
 AE6111  USGS QUAD   -  AURORA (1993)
 AE6111
 AE6111                         *CURRENT SURVEY CONTROL
 AE6111  ___________________________________________________________________
 AE6111* NAD 83(1986)-  35 15 47.     (N)    076 46 43.     (W)     SCALED    
 AE6111* NAVD 88     -         1.516  (meters)       4.97   (feet)  ADJUSTED  
 AE6111  ___________________________________________________________________
 AE6111  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 AE6111  DYNAMIC HT  -           1.514 (meters)       4.97  (feet)  COMP
 AE6111  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 AE6111
 AE6111  VERT ORDER  -  SECOND    CLASS II
 AE6111
 AE6111.The horizontal coordinates were scaled from a topographic map and have
 AE6111.an estimated accuracy of +/- 6 seconds.
 AE6111
 AE6111.The orthometric height was determined by differential leveling
 AE6111.and adjusted in June 1998.
 AE6111
 AE6111.The geoid height was determined by GEOID03.
 AE6111
 AE6111.The dynamic height is computed by dividing the NAVD 88
 AE6111.geopotential number by the normal gravity value computed on the
 AE6111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6111.degrees latitude (g = 980.6199 gals.).
 AE6111
 AE6111.The modeled gravity was interpolated from observed gravity values.
 AE6111
 AE6111;                    North         East    Units  Estimated Accuracy
 AE6111;SPC NC       -   170,100.      811,690.      MT  (+/- 180 meters Scaled)
 AE6111
 AE6111                          SUPERSEDED SURVEY CONTROL
 AE6111
 AE6111.No superseded survey control is available for this station.
 AE6111
 AE6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE382036(NAD 83)
 AE6111_MARKER: DB = BENCH MARK DISK
 AE6111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6111_STAMPING: BEA 113 1996
 AE6111_MARK LOGO: NCGS  
 AE6111_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE6111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6111+STABILITY: SURFACE MOTION
 AE6111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6111+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE6111
 AE6111  HISTORY     - Date     Condition        Report By
 AE6111  HISTORY     - 1996     MONUMENTED       NCGS
 AE6111
 AE6111                          STATION DESCRIPTION
 AE6111
 AE6111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE6111'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF ROYAL AND
 AE6111'2.9 MI (4.7 KM) SOUTH-SOUTHEAST OF AURORA. PROCEED ALONG SR 1925
 AE6111'(IDALIA ROAD) FOR 2.7 MI (4.3 KM) SOUTH FROM THE AURORA POST OFFICE TO
 AE6111'SR 1924 (BATEMAN ROAD), THENCE EAST ALONG SR 1924 FOR 0.9 MI (1.4 KM)
 AE6111'TO SR 1002 (BAY CITY ROAD) AND THE STATION, IN THE SHOULDER NORTHEAST
 AE6111'OF THE INTERSECTION. MARK IS FLUSH WITH GROUND AND 1-FOOT LOWER THAN
 AE6111'SR 1002. LOCATED 31.6 FT (9.6 M) EAST OF THE CENTERLINE OF SR 1002,
 AE6111'65.7 FT (20.0 M) NORTHEAST OF A PK NAIL AND CAP IN THE CENTERLINE
 AE6111'INTERSECTION OF THE ROADS, AND 6.8 FT (2.1 M) SOUTHWEST OF A TELEPHONE
 AE6111'PEDESTAL (1002R80E).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1811 ***********************************************************************
 AJ1811  DESIGNATION -  BEA 114
 AJ1811  PID         -  AJ1811
 AJ1811  STATE/COUNTY-  NC/BEAUFORT
 AJ1811  USGS QUAD   -  AURORA (1993)
 AJ1811
 AJ1811                         *CURRENT SURVEY CONTROL
 AJ1811  ___________________________________________________________________
 AJ1811* NAD 83(1986)-  35 17 38.     (N)    076 51 47.     (W)     SCALED    
 AJ1811* NAVD 88     -        16.058  (meters)      52.68   (feet)  ADJUSTED  
 AJ1811  ___________________________________________________________________
 AJ1811  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 AJ1811  DYNAMIC HT  -          16.044 (meters)      52.64  (feet)  COMP
 AJ1811  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 AJ1811
 AJ1811  VERT ORDER  -  SECOND    CLASS II
 AJ1811
 AJ1811.The horizontal coordinates were scaled from a topographic map and have
 AJ1811.an estimated accuracy of +/- 6 seconds.
 AJ1811
 AJ1811.The orthometric height was determined by differential leveling
 AJ1811.and adjusted in April 2001.
 AJ1811
 AJ1811.The geoid height was determined by GEOID03.
 AJ1811
 AJ1811.The dynamic height is computed by dividing the NAVD 88
 AJ1811.geopotential number by the normal gravity value computed on the
 AJ1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1811.degrees latitude (g = 980.6199 gals.).
 AJ1811
 AJ1811.The modeled gravity was interpolated from observed gravity values.
 AJ1811
 AJ1811;                    North         East    Units  Estimated Accuracy
 AJ1811;SPC NC       -   173,360.      803,940.      MT  (+/- 180 meters Scaled)
 AJ1811
 AJ1811                          SUPERSEDED SURVEY CONTROL
 AJ1811
 AJ1811.No superseded survey control is available for this station.
 AJ1811
 AJ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE305072(NAD 83)
 AJ1811_MARKER: DB = BENCH MARK DISK
 AJ1811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1811_SP_SET: SIDEWALK
 AJ1811_STAMPING: BEA 114 1997
 AJ1811_MARK LOGO: NCGS  
 AJ1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1811+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ1811
 AJ1811  HISTORY     - Date     Condition        Report By
 AJ1811  HISTORY     - 1997     MONUMENTED       NCGS
 AJ1811
 AJ1811                          STATION DESCRIPTION
 AJ1811
 AJ1811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1811'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) SOUTH OF EDWARD, 4.2 MI (6.8
 AJ1811'KM) WEST OF AURORA, AND AT THE FRIENDSHIP PENTECOSTAL HOLINESS CHURCH
 AJ1811'ENTRANCE SIDEWALK.  PROCEED ALONG NC 33 FOR 1.1 MI (1.8 KM) SOUTHEAST
 AJ1811'FROM THE EDWARD POST OFFICE TO SR 1936 (OLD SAND HILL ROAD), THENCE
 AJ1811'ALONG SR 1936 FOR 1.6 MI (2.6 KM) SOUTH TO SR 1003 (TUNSTALL SWAMP
 AJ1811'ROAD) TO THE STATION, IN THE NORTHEAST QUADRANT.  MARK IS ABOUT LEVEL
 AJ1811'WITH SR 1003 AND IS FLUSH WITH THE SIDEWALK.  LOCATED 105.3 FT (32.1
 AJ1811'M) NORTH OF THE CENTERLINE OF SR 1003, 172.7 FT (52.6 M)
 AJ1811'EAST-NORTHEAST OF THE CENTERLINE OF SR 1936, 11.1 FT (3.4 M) SOUTHWEST
 AJ1811'OF THE SOUTHWEST CORNER OF THE CHURCH AND 40.2 FT (12.3 M) SOUTHEAST
 AJ1811'OF THE SOUTHEAST CORNER OF A METAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1810 ***********************************************************************
 AJ1810  DESIGNATION -  BEA 115
 AJ1810  PID         -  AJ1810
 AJ1810  STATE/COUNTY-  NC/BEAUFORT
 AJ1810  USGS QUAD   -  EDWARD (1983)
 AJ1810
 AJ1810                         *CURRENT SURVEY CONTROL
 AJ1810  ___________________________________________________________________
 AJ1810* NAD 83(1986)-  35 17 45.     (N)    076 52 49.     (W)     SCALED    
 AJ1810* NAVD 88     -         9.117  (meters)      29.91   (feet)  ADJUSTED  
 AJ1810  ___________________________________________________________________
 AJ1810  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 AJ1810  DYNAMIC HT  -           9.108 (meters)      29.88  (feet)  COMP
 AJ1810  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 AJ1810
 AJ1810  VERT ORDER  -  SECOND    CLASS II
 AJ1810
 AJ1810.The horizontal coordinates were scaled from a topographic map and have
 AJ1810.an estimated accuracy of +/- 6 seconds.
 AJ1810
 AJ1810.The orthometric height was determined by differential leveling
 AJ1810.and adjusted in April 2001.
 AJ1810
 AJ1810.The geoid height was determined by GEOID03.
 AJ1810
 AJ1810.The dynamic height is computed by dividing the NAVD 88
 AJ1810.geopotential number by the normal gravity value computed on the
 AJ1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1810.degrees latitude (g = 980.6199 gals.).
 AJ1810
 AJ1810.The modeled gravity was interpolated from observed gravity values.
 AJ1810
 AJ1810;                    North         East    Units  Estimated Accuracy
 AJ1810;SPC NC       -   173,540.      802,370.      MT  (+/- 180 meters Scaled)
 AJ1810
 AJ1810                          SUPERSEDED SURVEY CONTROL
 AJ1810
 AJ1810.No superseded survey control is available for this station.
 AJ1810
 AJ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE290074(NAD 83)
 AJ1810_MARKER: DB = BENCH MARK DISK
 AJ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1810_STAMPING: BEA 115 1997
 AJ1810_MARK LOGO: NCGS  
 AJ1810_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1810+STABILITY: SURFACE MOTION
 AJ1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1810+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ1810
 AJ1810  HISTORY     - Date     Condition        Report By
 AJ1810  HISTORY     - 1997     MONUMENTED       NCGS
 AJ1810
 AJ1810                          STATION DESCRIPTION
 AJ1810
 AJ1810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1810'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF EDWARD AND 5.2 MI
 AJ1810'(8.4 KM) WEST OF AURORA.  PROCEED ALONG NC 33 FOR 0.1 MI (0.2 KM)
 AJ1810'SOUTHEAST FROM THE EDWARD POST OFFICE TO SR 1932 (MARYS CHAPEL CHURCH
 AJ1810'ROAD), THENCE ALONG SR 1932 FOR 2.0 MI (3.2 KM) SOUTH TO SR 1003
 AJ1810'(TUNSTALL SWAMP ROAD) TO THE STATION, IN THE NORTHEAST QUADRANT. MARK
 AJ1810'IS ABOUT 2-FT LOWER THAN SR 1003 AND IS RECESSED 1-INCH BELOW GROUND.
 AJ1810'LOCATED 37.3 FT (11.4 M) EAST OF THE CENTERLINE INTERSECTION OF SR
 AJ1810'1003 AND 1932, 63.5 FT (19.4 M) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL
 AJ1810'(41N) AND 4.5 FT (1.4 M) EAST-SOUTHEAST OF A POWER POLE WITH A
 AJ1810'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1808 ***********************************************************************
 AJ1808  DESIGNATION -  BEA 116
 AJ1808  PID         -  AJ1808
 AJ1808  STATE/COUNTY-  NC/BEAUFORT
 AJ1808  USGS QUAD   -  EDWARD (1983)
 AJ1808
 AJ1808                         *CURRENT SURVEY CONTROL
 AJ1808  ___________________________________________________________________
 AJ1808* NAD 83(1986)-  35 17 24.     (N)    076 54 36.     (W)     SCALED    
 AJ1808* NAVD 88     -        11.746  (meters)      38.54   (feet)  ADJUSTED  
 AJ1808  ___________________________________________________________________
 AJ1808  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 AJ1808  DYNAMIC HT  -          11.735 (meters)      38.50  (feet)  COMP
 AJ1808  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 AJ1808
 AJ1808  VERT ORDER  -  SECOND    CLASS II
 AJ1808
 AJ1808.The horizontal coordinates were scaled from a topographic map and have
 AJ1808.an estimated accuracy of +/- 6 seconds.
 AJ1808
 AJ1808.The orthometric height was determined by differential leveling
 AJ1808.and adjusted in April 2001.
 AJ1808
 AJ1808.The geoid height was determined by GEOID03.
 AJ1808
 AJ1808.The dynamic height is computed by dividing the NAVD 88
 AJ1808.geopotential number by the normal gravity value computed on the
 AJ1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1808.degrees latitude (g = 980.6199 gals.).
 AJ1808
 AJ1808.The modeled gravity was interpolated from observed gravity values.
 AJ1808
 AJ1808;                    North         East    Units  Estimated Accuracy
 AJ1808;SPC NC       -   172,830.      799,680.      MT  (+/- 180 meters Scaled)
 AJ1808
 AJ1808                          SUPERSEDED SURVEY CONTROL
 AJ1808
 AJ1808.No superseded survey control is available for this station.
 AJ1808
 AJ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE263068(NAD 83)
 AJ1808_MARKER: DB = BENCH MARK DISK
 AJ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1808_STAMPING: BEA 116 1997
 AJ1808_MARK LOGO: NCGS  
 AJ1808_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1808+STABILITY: SURFACE MOTION
 AJ1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1808+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ1808
 AJ1808  HISTORY     - Date     Condition        Report By
 AJ1808  HISTORY     - 1997     MONUMENTED       NCGS
 AJ1808
 AJ1808                          STATION DESCRIPTION
 AJ1808
 AJ1808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1808'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHWEST OF EDWARD AND 6.9
 AJ1808'MI (11.1 KM) WEST OF AURORA.  PROCEED ALONG NC 33 FOR 0.1 MI (0.2 KM)
 AJ1808'SOUTHEAST FROM THE EDWARD POST OFFICE TO SR 1932 (MARYS CHAPEL CHURCH
 AJ1808'ROAD), THENCE ALONG SR 1932 FOR 2.0 MI (3.2 KM) SOUTH TO SR 1003
 AJ1808'(TUNSTALL SWAMP ROAD), THENCE ALONG SR 1003 FOR 1.8 MI (2.9 KM) WEST
 AJ1808'TO THE STATION, UNDER THE CENTERLINE OF A CROSS-COUNTRY POWER LINE.
 AJ1808'ALSO, 1.5 MI (2.4 KM) EAST OF THE CRAVEN/BEAUFORT COUNTY LINE. MARK IS
 AJ1808'ABOUT LEVEL WITH SR 1003 AND IS RECESSED 3-INCHES BELOW THE GROUND.
 AJ1808'LOCATED 14.0 FT (4.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR
 AJ1808'1003,---AND 90.8 FT (27.7 M) EAST-NORTHEAST OF A POWER POLE, 139.4 FT
 AJ1808'(42.5 M) WEST OF POWER POLE (126),---BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6066 ***********************************************************************
 AE6066  DESIGNATION -  BEA 12
 AE6066  PID         -  AE6066
 AE6066  STATE/COUNTY-  NC/BEAUFORT
 AE6066  USGS QUAD   -  AURORA (1993)
 AE6066
 AE6066                         *CURRENT SURVEY CONTROL
 AE6066  ___________________________________________________________________
 AE6066* NAD 83(1986)-  35 18 18.     (N)    076 47 25.     (W)     SCALED    
 AE6066* NAVD 88     -         2.343  (meters)       7.69   (feet)  ADJUSTED  
 AE6066  ___________________________________________________________________
 AE6066  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AE6066  DYNAMIC HT  -           2.341 (meters)       7.68  (feet)  COMP
 AE6066  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 AE6066
 AE6066  VERT ORDER  -  SECOND    CLASS II
 AE6066
 AE6066.The horizontal coordinates were scaled from a topographic map and have
 AE6066.an estimated accuracy of +/- 6 seconds.
 AE6066
 AE6066.The orthometric height was determined by differential leveling
 AE6066.and adjusted in June 1998.
 AE6066
 AE6066.The geoid height was determined by GEOID03.
 AE6066
 AE6066.The dynamic height is computed by dividing the NAVD 88
 AE6066.geopotential number by the normal gravity value computed on the
 AE6066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6066.degrees latitude (g = 980.6199 gals.).
 AE6066
 AE6066.The modeled gravity was interpolated from observed gravity values.
 AE6066
 AE6066;                    North         East    Units  Estimated Accuracy
 AE6066;SPC NC       -   174,730.      810,530.      MT  (+/- 180 meters Scaled)
 AE6066
 AE6066                          SUPERSEDED SURVEY CONTROL
 AE6066
 AE6066.No superseded survey control is available for this station.
 AE6066
 AE6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE372083(NAD 83)
 AE6066_MARKER: DB = BENCH MARK DISK
 AE6066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6066_SP_SET: SIDEWALK
 AE6066_STAMPING: BEA 12 1986
 AE6066_MARK LOGO: NCGS  
 AE6066_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6066
 AE6066  HISTORY     - Date     Condition        Report By
 AE6066  HISTORY     - 1986     MONUMENTED       NCGS
 AE6066
 AE6066                          STATION DESCRIPTION
 AE6066
 AE6066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6066'STATION IS IN AURORA. AT THE EAST END OF THE FRONT STEPS TO THE AURORA
 AE6066'UNITED METHODIST CHURCH AT THE INTERSECTION OF MAIN AND THIRD STREETS.
 AE6066'STATION IS A STANDARD NCGS BENCH MARK DISK STAMPED---BEA 12 1986---,
 AE6066'SET IN THE TOP OF A DRILL HOLE IN THE CONCRETE SIDEWALK.  LOCATED 51.5
 AE6066'FT (15.7 M) SOUTH OF THE CENTERLINE OF MAIN STREET, AND 98.00 FT
 AE6066'(29.87 M) WEST OF THE CENTERLINE OF THIRD STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6067 ***********************************************************************
 AE6067  DESIGNATION -  BEA 13
 AE6067  PID         -  AE6067
 AE6067  STATE/COUNTY-  NC/BEAUFORT
 AE6067  USGS QUAD   -  AURORA (1993)
 AE6067
 AE6067                         *CURRENT SURVEY CONTROL
 AE6067  ___________________________________________________________________
 AE6067* NAD 83(1986)-  35 19 03.     (N)    076 52 19.     (W)     SCALED    
 AE6067* NAVD 88     -         4.708  (meters)      15.45   (feet)  ADJUSTED  
 AE6067  ___________________________________________________________________
 AE6067  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 AE6067  DYNAMIC HT  -           4.704 (meters)      15.43  (feet)  COMP
 AE6067  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 AE6067
 AE6067  VERT ORDER  -  SECOND    CLASS II
 AE6067
 AE6067.The horizontal coordinates were scaled from a topographic map and have
 AE6067.an estimated accuracy of +/- 6 seconds.
 AE6067
 AE6067.The orthometric height was determined by differential leveling
 AE6067.and adjusted in June 1998.
 AE6067
 AE6067.The geoid height was determined by GEOID03.
 AE6067
 AE6067.The dynamic height is computed by dividing the NAVD 88
 AE6067.geopotential number by the normal gravity value computed on the
 AE6067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6067.degrees latitude (g = 980.6199 gals.).
 AE6067
 AE6067.The modeled gravity was interpolated from observed gravity values.
 AE6067
 AE6067;                    North         East    Units  Estimated Accuracy
 AE6067;SPC NC       -   175,960.      803,080.      MT  (+/- 180 meters Scaled)
 AE6067
 AE6067                          SUPERSEDED SURVEY CONTROL
 AE6067
 AE6067.No superseded survey control is available for this station.
 AE6067
 AE6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE298098(NAD 83)
 AE6067_MARKER: DB = BENCH MARK DISK
 AE6067_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE6067+WITH SETTING: PAVEMENT
 AE6067_SP_SET: BRIDGE WHEELGUARD
 AE6067_STAMPING: BEA 13 1986
 AE6067_MARK LOGO: NCGS  
 AE6067_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6067+STABILITY: SURFACE MOTION
 AE6067
 AE6067  HISTORY     - Date     Condition        Report By
 AE6067  HISTORY     - 1986     MONUMENTED       NCGS
 AE6067
 AE6067                          STATION DESCRIPTION
 AE6067
 AE6067'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE6067'STATION IS IN THE COMMUNITY OF EDWARD. AT THE WEST END OF THE NC 33
 AE6067'BRIDGE OVER A SMALL CREEK IN THE SOUTHEAST SECTION OF EDWARD. STATION
 AE6067'IS A STANDARD NCGS BENCH MARK DISK STAMPED---BEA 13 1986---, SET IN
 AE6067'THE TOP OF A DRILL HOLE IN THE CONCRETE BRIDGE WHEELGUARD. LOCATED
 AE6067'4.57 M (14.99 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AE6067'AND 0.43 M (1.41 FT) SOUTHEAST OF THE WEST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2023 ***********************************************************************
 EY2023  DESIGNATION -  BEA 2
 EY2023  PID         -  EY2023
 EY2023  STATE/COUNTY-  NC/BEAUFORT
 EY2023  USGS QUAD   -  WILMAR (1983)
 EY2023
 EY2023                         *CURRENT SURVEY CONTROL
 EY2023  ___________________________________________________________________
 EY2023* NAD 83(1986)-  35 26 19.     (N)    077 09 12.     (W)     SCALED    
 EY2023* NAVD 88     -        15.802  (meters)      51.84   (feet)  ADJUSTED  
 EY2023  ___________________________________________________________________
 EY2023  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY2023  DYNAMIC HT  -          15.788 (meters)      51.80  (feet)  COMP
 EY2023  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 EY2023
 EY2023  VERT ORDER  -  SECOND    CLASS II
 EY2023
 EY2023.The horizontal coordinates were scaled from a topographic map and have
 EY2023.an estimated accuracy of +/- 6 seconds.
 EY2023
 EY2023.The orthometric height was determined by differential leveling
 EY2023.and adjusted in June 1991.
 EY2023
 EY2023.The geoid height was determined by GEOID03.
 EY2023
 EY2023.The dynamic height is computed by dividing the NAVD 88
 EY2023.geopotential number by the normal gravity value computed on the
 EY2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2023.degrees latitude (g = 980.6199 gals.).
 EY2023
 EY2023.The modeled gravity was interpolated from observed gravity values.
 EY2023
 EY2023;                    North         East    Units  Estimated Accuracy
 EY2023;SPC NC       -   188,880.      777,250.      MT  (+/- 180 meters Scaled)
 EY2023
 EY2023                          SUPERSEDED SURVEY CONTROL
 EY2023
 EY2023.No superseded survey control is available for this station.
 EY2023
 EY2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE045238(NAD 83)
 EY2023_MARKER: DB = BENCH MARK DISK
 EY2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2023_SP_SET: CONCRETE POST
 EY2023_STAMPING: BEA 2 1983
 EY2023_MARK LOGO: NCGS  
 EY2023_PROJECTION: FLUSH
 EY2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2023+STABILITY: SURFACE MOTION
 EY2023
 EY2023  HISTORY     - Date     Condition        Report By
 EY2023  HISTORY     - 1983     MONUMENTED       NCGS
 EY2023  HISTORY     - 1986     GOOD             USPSQD
 EY2023
 EY2023                          STATION DESCRIPTION
 EY2023
 EY2023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2023'*6.1 MI SSW FROM CHOC0WINITY.
 EY2023'1.55 MILES WEST ALONG NC 102 FROM THE INTERSECTION WITH US 17,
 EY2023'OPPOSITE OF THE GORHAM SWAMP CHURCH, 33.0 FEET SOUTH OF THE CENTERLINE
 EY2023'OF NC 102, 7.1 FEET NORTHEAST OF A POWER POLE WITH REFERENCE TAG, 22.2
 EY2023'FEET WEST OF TELEPHONE PEDESTAL 428, 35.5 FEET EAST-SOUTHEAST OF THE
 EY2023'EAST END OF A CONCRETE DRIVEWAY CULVERT, AND 36.1 FEET WEST OF THE
 EY2023'WEST END OF A CONCRETE DRIVEWAY CULVERT.
 EY2023'THE MARK IS 1 FT BELOW HIGHWAY.
 EY2023
 EY2023                          STATION RECOVERY (1986)
 EY2023
 EY2023'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2024 ***********************************************************************
 EY2024  DESIGNATION -  BEA 3
 EY2024  PID         -  EY2024
 EY2024  STATE/COUNTY-  NC/BEAUFORT
 EY2024  USGS QUAD   -  WILMAR (1983)
 EY2024
 EY2024                         *CURRENT SURVEY CONTROL
 EY2024  ___________________________________________________________________
 EY2024* NAD 83(1986)-  35 26 13.     (N)    077 08 30.     (W)     SCALED    
 EY2024* NAVD 88     -        18.313  (meters)      60.08   (feet)  ADJUSTED  
 EY2024  ___________________________________________________________________
 EY2024  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EY2024  DYNAMIC HT  -          18.297 (meters)      60.03  (feet)  COMP
 EY2024  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 EY2024
 EY2024  VERT ORDER  -  SECOND    CLASS II
 EY2024
 EY2024.The horizontal coordinates were scaled from a topographic map and have
 EY2024.an estimated accuracy of +/- 6 seconds.
 EY2024
 EY2024.The orthometric height was determined by differential leveling
 EY2024.and adjusted in June 1991.
 EY2024
 EY2024.The geoid height was determined by GEOID03.
 EY2024
 EY2024.The dynamic height is computed by dividing the NAVD 88
 EY2024.geopotential number by the normal gravity value computed on the
 EY2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2024.degrees latitude (g = 980.6199 gals.).
 EY2024
 EY2024.The modeled gravity was interpolated from observed gravity values.
 EY2024
 EY2024;                    North         East    Units  Estimated Accuracy
 EY2024;SPC NC       -   188,710.      778,310.      MT  (+/- 180 meters Scaled)
 EY2024
 EY2024                          SUPERSEDED SURVEY CONTROL
 EY2024
 EY2024.No superseded survey control is available for this station.
 EY2024
 EY2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE055236(NAD 83)
 EY2024_MARKER: DB = BENCH MARK DISK
 EY2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2024_SP_SET: CONCRETE POST
 EY2024_STAMPING: BEA 3 1983
 EY2024_MARK LOGO: NCGS  
 EY2024_PROJECTION: PROJECTING 10 CENTIMETERS
 EY2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2024+STABILITY: SURFACE MOTION
 EY2024
 EY2024  HISTORY     - Date     Condition        Report By
 EY2024  HISTORY     - 1983     MONUMENTED       NCGS
 EY2024  HISTORY     - 1986     GOOD             USPSQD
 EY2024
 EY2024                          STATION DESCRIPTION
 EY2024
 EY2024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2024'5.8 MI SSW FROM CHOCOWINITY.
 EY2024'0.9 MILE WEST ALONG NC 102 FROM THE INTERSECTION OF US 17, IN THE
 EY2024'VICINITY OF A MOBILE HOME, 37.9 FEET SOUTHWEST OF THE CENTERLINE OF NC
 EY2024'102, 7.0 FEET SOUTHEAST OF A 24-INCH PINE WITH REFERENCE TAG, 13.4
 EY2024'FEET NORTH OF A 12-INCH PINE WITH REFERENCE TAG, AND 12.0 FEET SOUTH
 EY2024'OF THE CENTERLINE OF A DIRT ROAD.
 EY2024'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 EY2024'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY2024
 EY2024                          STATION RECOVERY (1986)
 EY2024
 EY2024'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4136 ***********************************************************************
 EY4136  DESIGNATION -  BEA 4
 EY4136  PID         -  EY4136
 EY4136  STATE/COUNTY-  NC/BEAUFORT
 EY4136  USGS QUAD   -  PINETOWN (1974)
 EY4136
 EY4136                         *CURRENT SURVEY CONTROL
 EY4136  ___________________________________________________________________
 EY4136* NAD 83(1986)-  35 31 28.     (N)    076 51 23.     (W)     SCALED    
 EY4136* NAVD 88     -         5.020  (meters)      16.47   (feet)  ADJUSTED  
 EY4136  ___________________________________________________________________
 EY4136  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 EY4136  DYNAMIC HT  -           5.016 (meters)      16.46  (feet)  COMP
 EY4136  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 EY4136
 EY4136  VERT ORDER  -  SECOND    CLASS II
 EY4136
 EY4136.The horizontal coordinates were scaled from a topographic map and have
 EY4136.an estimated accuracy of +/- 6 seconds.
 EY4136
 EY4136.The orthometric height was determined by differential leveling
 EY4136.and adjusted in June 1991.
 EY4136
 EY4136.The geoid height was determined by GEOID03.
 EY4136
 EY4136.The dynamic height is computed by dividing the NAVD 88
 EY4136.geopotential number by the normal gravity value computed on the
 EY4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4136.degrees latitude (g = 980.6199 gals.).
 EY4136
 EY4136.The modeled gravity was interpolated from observed gravity values.
 EY4136
 EY4136;                    North         East    Units  Estimated Accuracy
 EY4136;SPC NC       -   198,940.      803,990.      MT  (+/- 180 meters Scaled)
 EY4136
 EY4136                          SUPERSEDED SURVEY CONTROL
 EY4136
 EY4136.No superseded survey control is available for this station.
 EY4136
 EY4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE316327(NAD 83)
 EY4136_MARKER: DD = SURVEY DISK
 EY4136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4136_SP_SET: HEADWALL
 EY4136_STAMPING: BEA 4 1984
 EY4136_MARK LOGO: NCGS  
 EY4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4136+STABILITY: SURFACE MOTION
 EY4136
 EY4136  HISTORY     - Date     Condition        Report By
 EY4136  HISTORY     - 1984     MONUMENTED       NCGS
 EY4136
 EY4136                          STATION DESCRIPTION
 EY4136
 EY4136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4136'18.2 KM (11.3 MI) EAST FROM WASHINGTON.
 EY4136'THE STATION IS LOCATED ABOUT 18.2 KM (11.3 MI) EAST OF WASHINGTON,
 EY4136'PROCEED AONG US 264 FOR 4.8 KM (3.0 MI) FROM THE INTERSECTION WITH NC
 EY4136'92 TO THE MARKD LOCATED 1.3 KM (0.80 MI) WEST FROM THE INTERSECTION
 EY4136'OF SR 1343 (EVERETTS CROSSROADS), 7.5 METERS (24.6 FT)
 EY4136'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1.0 FT)
 EY4136'EAST-SOUTHEAST OF THE EAST END OF A HEADWALL, 9.1 METERS (29.9 FT)
 EY4136'EAST OF A TELEPHONE PED (LP6 715), 34.8 METERS (114.2 FT)
 EY4136'EAST-SOUTHEAST OF A 24-INCH OAK TREE WITH TAG.
 EY4136'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4132 ***********************************************************************
 EY4132  DESIGNATION -  BEA 5
 EY4132  PID         -  EY4132
 EY4132  STATE/COUNTY-  NC/BEAUFORT
 EY4132  USGS QUAD   -  PINETOWN (1974)
 EY4132
 EY4132                         *CURRENT SURVEY CONTROL
 EY4132  ___________________________________________________________________
 EY4132* NAD 83(1986)-  35 31 22.     (N)    076 48 34.     (W)     SCALED    
 EY4132* NAVD 88     -         1.444  (meters)       4.74   (feet)  ADJUSTED  
 EY4132  ___________________________________________________________________
 EY4132  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 EY4132  DYNAMIC HT  -           1.443 (meters)       4.73  (feet)  COMP
 EY4132  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 EY4132
 EY4132  VERT ORDER  -  SECOND    CLASS II
 EY4132
 EY4132.The horizontal coordinates were scaled from a topographic map and have
 EY4132.an estimated accuracy of +/- 6 seconds.
 EY4132
 EY4132.The orthometric height was determined by differential leveling
 EY4132.and adjusted in June 1991.
 EY4132
 EY4132.The geoid height was determined by GEOID03.
 EY4132
 EY4132.The dynamic height is computed by dividing the NAVD 88
 EY4132.geopotential number by the normal gravity value computed on the
 EY4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4132.degrees latitude (g = 980.6199 gals.).
 EY4132
 EY4132.The modeled gravity was interpolated from observed gravity values.
 EY4132
 EY4132;                    North         East    Units  Estimated Accuracy
 EY4132;SPC NC       -   198,850.      808,250.      MT  (+/- 180 meters Scaled)
 EY4132
 EY4132                          SUPERSEDED SURVEY CONTROL
 EY4132
 EY4132.No superseded survey control is available for this station.
 EY4132
 EY4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE359325(NAD 83)
 EY4132_MARKER: DB = BENCH MARK DISK
 EY4132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4132_SP_SET: HEADWALL
 EY4132_STAMPING: BEA 5 1984
 EY4132_MARK LOGO: NCGS  
 EY4132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4132+STABILITY: SURFACE MOTION
 EY4132
 EY4132  HISTORY     - Date     Condition        Report By
 EY4132  HISTORY     - 1984     MONUMENTED       NCGS
 EY4132
 EY4132                          STATION DESCRIPTION
 EY4132
 EY4132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4132'15.3 KM (9.5 MI) WSW FROM PANTEGO.
 EY4132'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) WEST-SOUTHWEST OF
 EY4132'PANTEGO.  ALONG US 264 FOR 9.2 KM (5.7 MI) EAST FROM THE INTERSECTION
 EY4132'WITH NC 92, OR 0.9 KM (0.6 MI) WEST FROM SR 1528, IN A CULVERT OVER
 EY4132'TANKARD CREEK.  THE STATION IS LOCATED 3.3 METERS (27.4 FT) SOUTH OF
 EY4132'THE CENTERLINE OF THE HIGHWAY, 0.4 METERS (1.4 FT) WEST OF THE EAST
 EY4132'END OF A HEADWALL, 15.4 METERS (50.7 FT) NORTH OF AN 18-INCH CYPRESS,
 EY4132'AND 18.8 METERS (61.8 FT) NORTHWEST OF A 24-INCH CYPRESS.  MARK IS
 EY4132'SET IN A DRILLED HOLE IN A HEADWALL 1.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6083 ***********************************************************************
 AE6083  DESIGNATION -  BEA 52
 AE6083  PID         -  AE6083
 AE6083  STATE/COUNTY-  NC/BEAUFORT
 AE6083  USGS QUAD   -  EDWARD (1983)
 AE6083
 AE6083                         *CURRENT SURVEY CONTROL
 AE6083  ___________________________________________________________________
 AE6083* NAD 83(1986)-  35 20 14.     (N)    076 52 34.     (W)     SCALED    
 AE6083* NAVD 88     -        11.985  (meters)      39.32   (feet)  ADJUSTED  
 AE6083  ___________________________________________________________________
 AE6083  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 AE6083  DYNAMIC HT  -          11.974 (meters)      39.28  (feet)  COMP
 AE6083  MODELED GRAV-     979,744.6   (mgal)                       NAVD 88
 AE6083
 AE6083  VERT ORDER  -  SECOND    CLASS II
 AE6083
 AE6083.The horizontal coordinates were scaled from a topographic map and have
 AE6083.an estimated accuracy of +/- 6 seconds.
 AE6083
 AE6083.The orthometric height was determined by differential leveling
 AE6083.and adjusted in June 1998.
 AE6083
 AE6083.The geoid height was determined by GEOID03.
 AE6083
 AE6083.The dynamic height is computed by dividing the NAVD 88
 AE6083.geopotential number by the normal gravity value computed on the
 AE6083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6083.degrees latitude (g = 980.6199 gals.).
 AE6083
 AE6083.The modeled gravity was interpolated from observed gravity values.
 AE6083
 AE6083;                    North         East    Units  Estimated Accuracy
 AE6083;SPC NC       -   178,140.      802,650.      MT  (+/- 180 meters Scaled)
 AE6083
 AE6083                          SUPERSEDED SURVEY CONTROL
 AE6083
 AE6083.No superseded survey control is available for this station.
 AE6083
 AE6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE294120(NAD 83)
 AE6083_MARKER: DB = BENCH MARK DISK
 AE6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6083_STAMPING: BEA 52 1987
 AE6083_MARK LOGO: NCGS  
 AE6083_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6083+STABILITY: SURFACE MOTION
 AE6083
 AE6083  HISTORY     - Date     Condition        Report By
 AE6083  HISTORY     - 1987     MONUMENTED       NCGS
 AE6083
 AE6083                          STATION DESCRIPTION
 AE6083
 AE6083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6083'STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) SOUTHEAST OF EDWARDS. ALONG
 AE6083'SR 1932 FOR 1.4 KM (0.85 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI)
 AE6083'SOUTHEAST OF THE EDWARDS POST OFFICE, OR 1.05 KM (0.65 MI) NORTH OF SR
 AE6083'1948, AND IN THE SOUTHEAST CORNER OF A YARD. MARK IS RECESSED 2 INCHES
 AE6083'BELOW GROUND.  LOCATED 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF SR
 AE6083'1932, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A DIRT
 AE6083'DRIVEWAY, 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A METAL SIGN POST, 7.1 M
 AE6083'(23.3 FT) SOUTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT, 10.7 M
 AE6083'(35.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TRAILER, AND 5.5 M
 AE6083'(18.0 FT) SOUTH-SOUTHEAST OF A 32-INCH LONG LEAF PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6084 ***********************************************************************
 AE6084  DESIGNATION -  BEA 53
 AE6084  PID         -  AE6084
 AE6084  STATE/COUNTY-  NC/BEAUFORT
 AE6084  USGS QUAD   -  AURORA (1993)
 AE6084
 AE6084                         *CURRENT SURVEY CONTROL
 AE6084  ___________________________________________________________________
 AE6084* NAD 83(1986)-  35 21 17.     (N)    076 52 13.     (W)     SCALED    
 AE6084* NAVD 88     -        11.643  (meters)      38.20   (feet)  ADJUSTED  
 AE6084  ___________________________________________________________________
 AE6084  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 AE6084  DYNAMIC HT  -          11.633 (meters)      38.17  (feet)  COMP
 AE6084  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 AE6084
 AE6084  VERT ORDER  -  SECOND    CLASS II
 AE6084
 AE6084.The horizontal coordinates were scaled from a topographic map and have
 AE6084.an estimated accuracy of +/- 6 seconds.
 AE6084
 AE6084.The orthometric height was determined by differential leveling
 AE6084.and adjusted in June 1998.
 AE6084
 AE6084.The geoid height was determined by GEOID03.
 AE6084
 AE6084.The dynamic height is computed by dividing the NAVD 88
 AE6084.geopotential number by the normal gravity value computed on the
 AE6084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6084.degrees latitude (g = 980.6199 gals.).
 AE6084
 AE6084.The modeled gravity was interpolated from observed gravity values.
 AE6084
 AE6084;                    North         East    Units  Estimated Accuracy
 AE6084;SPC NC       -   180,090.      803,140.      MT  (+/- 180 meters Scaled)
 AE6084
 AE6084                          SUPERSEDED SURVEY CONTROL
 AE6084
 AE6084.No superseded survey control is available for this station.
 AE6084
 AE6084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE300139(NAD 83)
 AE6084_MARKER: DB = BENCH MARK DISK
 AE6084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6084_STAMPING: BEA 53 1987
 AE6084_MARK LOGO: NCGS  
 AE6084_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6084+STABILITY: SURFACE MOTION
 AE6084
 AE6084  HISTORY     - Date     Condition        Report By
 AE6084  HISTORY     - 1987     MONUMENTED       NCGS
 AE6084
 AE6084                          STATION DESCRIPTION
 AE6084
 AE6084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6084'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTH OF EDWARDS. ALONG SR
 AE6084'1932 FOR 3.5 KM (2.15 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6084'OF THE EDWARDS POST OFFICE, IN THE SOUTHWEST QUADRANT OF THE SR 1954
 AE6084'INTERSECTION, AND NEAR THE WOODS LINE. MARK IS FLUSH WITH GROUND.
 AE6084'LOCATED 15.5 M (50.9 FT) NORTHWEST OF THE CENTERLINE OF SR 1932, 16.5
 AE6084'M (54.1 FT) SOUTH OF THE WEST END OF A TRAFFIC ISLAND, 5.3 M (17.4 FT)
 AE6084'NORTHWEST OF A RIGHT-OF-WAY MARKER, 6.8 M (22.3 FT) SOUTHEAST OF A
 AE6084'RIGHT-OF-WAY MARKER, AND 4.6 M (15.1 FT) EAST-NORTHEAST OF A 20-INCH
 AE6084'LONG LEAF PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6085 ***********************************************************************
 AE6085  DESIGNATION -  BEA 54
 AE6085  PID         -  AE6085
 AE6085  STATE/COUNTY-  NC/BEAUFORT
 AE6085  USGS QUAD   -  AURORA (1993)
 AE6085
 AE6085                         *CURRENT SURVEY CONTROL
 AE6085  ___________________________________________________________________
 AE6085* NAD 83(1986)-  35 21 47.     (N)    076 52 13.     (W)     SCALED    
 AE6085* NAVD 88     -         1.650  (meters)       5.41   (feet)  ADJUSTED  
 AE6085  ___________________________________________________________________
 AE6085  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 AE6085  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 AE6085  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 AE6085
 AE6085  VERT ORDER  -  SECOND    CLASS II
 AE6085
 AE6085.The horizontal coordinates were scaled from a topographic map and have
 AE6085.an estimated accuracy of +/- 6 seconds.
 AE6085
 AE6085.The orthometric height was determined by differential leveling
 AE6085.and adjusted in June 1998.
 AE6085
 AE6085.The geoid height was determined by GEOID03.
 AE6085
 AE6085.The dynamic height is computed by dividing the NAVD 88
 AE6085.geopotential number by the normal gravity value computed on the
 AE6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6085.degrees latitude (g = 980.6199 gals.).
 AE6085
 AE6085.The modeled gravity was interpolated from observed gravity values.
 AE6085
 AE6085;                    North         East    Units  Estimated Accuracy
 AE6085;SPC NC       -   181,010.      803,120.      MT  (+/- 180 meters Scaled)
 AE6085
 AE6085                          SUPERSEDED SURVEY CONTROL
 AE6085
 AE6085.No superseded survey control is available for this station.
 AE6085
 AE6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE300149(NAD 83)
 AE6085_MARKER: DB = BENCH MARK DISK
 AE6085_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6085_SP_SET: BRIDGE WHEEL GUARD
 AE6085_STAMPING: BEA 54 1987
 AE6085_MARK LOGO: NCGS  
 AE6085_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6085+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990
 AE6085
 AE6085  HISTORY     - Date     Condition        Report By
 AE6085  HISTORY     - 1987     MONUMENTED       NCGS
 AE6085  HISTORY     - 19900715 GOOD             NCGS
 AE6085
 AE6085                          STATION DESCRIPTION
 AE6085
 AE6085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6085'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF EDWARDS. ALONG SR
 AE6085'1932 FOR 4.5 KM (2.80 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6085'OF THE EDWARDS POST OFFICE, OR 0.5 KM (0.30 MI) NORTH OF SR 1955, IN
 AE6085'THE SOUTHWEST CORNER OF THE TAN SWAMP BRIDGE. MARK IS SET FLUSH IN A
 AE6085'DRILL HOLE IN THE CONCRETE WHEEL GUARD. LOCATED 4.4 M (14.4 FT) WEST
 AE6085'OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) NORTH OF THE SOUTH END
 AE6085'OF THE BRIDGE RAIL, AND 17.7 M (58.1 FT) SOUTH OF THE NORTH END OF THE
 AE6085'BRIDGE RAIL.
 AE6085
 AE6085                          STATION RECOVERY (1990)
 AE6085
 AE6085'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AE6085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6086 ***********************************************************************
 AE6086  DESIGNATION -  BEA 55
 AE6086  PID         -  AE6086
 AE6086  STATE/COUNTY-  NC/BEAUFORT
 AE6086  USGS QUAD   -  BATH (1993)
 AE6086
 AE6086                         *CURRENT SURVEY CONTROL
 AE6086  ___________________________________________________________________
 AE6086* NAD 83(1986)-  35 22 31.     (N)    076 52 14.     (W)     SCALED    
 AE6086* NAVD 88     -         7.894  (meters)      25.90   (feet)  ADJUSTED  
 AE6086  ___________________________________________________________________
 AE6086  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 AE6086  DYNAMIC HT  -           7.887 (meters)      25.88  (feet)  COMP
 AE6086  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 AE6086
 AE6086  VERT ORDER  -  SECOND    CLASS II
 AE6086
 AE6086.The horizontal coordinates were scaled from a topographic map and have
 AE6086.an estimated accuracy of +/- 6 seconds.
 AE6086
 AE6086.The orthometric height was determined by differential leveling
 AE6086.and adjusted in June 1998.
 AE6086
 AE6086.The geoid height was determined by GEOID03.
 AE6086
 AE6086.The dynamic height is computed by dividing the NAVD 88
 AE6086.geopotential number by the normal gravity value computed on the
 AE6086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6086.degrees latitude (g = 980.6199 gals.).
 AE6086
 AE6086.The modeled gravity was interpolated from observed gravity values.
 AE6086
 AE6086;                    North         East    Units  Estimated Accuracy
 AE6086;SPC NC       -   182,370.      803,060.      MT  (+/- 180 meters Scaled)
 AE6086
 AE6086                          SUPERSEDED SURVEY CONTROL
 AE6086
 AE6086.No superseded survey control is available for this station.
 AE6086
 AE6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE300162(NAD 83)
 AE6086_MARKER: DB = BENCH MARK DISK
 AE6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6086_STAMPING: BEA 55 1987
 AE6086_MARK LOGO: NCGS  
 AE6086_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6086+STABILITY: SURFACE MOTION
 AE6086
 AE6086  HISTORY     - Date     Condition        Report By
 AE6086  HISTORY     - 1987     MONUMENTED       NCGS
 AE6086
 AE6086                          STATION DESCRIPTION
 AE6086
 AE6086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6086'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH OF EDWARDS. ALONG SR
 AE6086'1932 FOR 5.9 KM (3.65 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6086'OF THE EDWARDS POST OFFICE, OR 1.85 KM (1.15 MI) NORTH OF SR 1955, AT
 AE6086'THE INTERSECTION WITH A WOODS ROAD ENTRANCE TO THE BLUEBERRY HUNTING
 AE6086'RESERVATION. MARK IS FLUSH WITH GROUND.  LOCATED 9.0 M (29.5 FT)
 AE6086'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5.2 M (17.1 FT)
 AE6086'NORTH-NORTHEAST OF THE CENTER OF THE WOODS ROAD, 3.9 M (12.8 FT)
 AE6086'EAST-NORTHEAST OF THE NORTH END OF A CULVERT, AND 1.5 M (4.9 FT)
 AE6086'WEST-NORTHWEST OF A 12-INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6087 ***********************************************************************
 AE6087  DESIGNATION -  BEA 56
 AE6087  PID         -  AE6087
 AE6087  STATE/COUNTY-  NC/BEAUFORT
 AE6087  USGS QUAD   -  BATH (1993)
 AE6087
 AE6087                         *CURRENT SURVEY CONTROL
 AE6087  ___________________________________________________________________
 AE6087* NAD 83(1986)-  35 23 22.     (N)    076 52 19.     (W)     SCALED    
 AE6087* NAVD 88     -         7.447  (meters)      24.43   (feet)  ADJUSTED  
 AE6087  ___________________________________________________________________
 AE6087  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AE6087  DYNAMIC HT  -           7.440 (meters)      24.41  (feet)  COMP
 AE6087  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 AE6087
 AE6087  VERT ORDER  -  SECOND    CLASS II
 AE6087
 AE6087.The horizontal coordinates were scaled from a topographic map and have
 AE6087.an estimated accuracy of +/- 6 seconds.
 AE6087
 AE6087.The orthometric height was determined by differential leveling
 AE6087.and adjusted in June 1998.
 AE6087
 AE6087.The geoid height was determined by GEOID03.
 AE6087
 AE6087.The dynamic height is computed by dividing the NAVD 88
 AE6087.geopotential number by the normal gravity value computed on the
 AE6087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6087.degrees latitude (g = 980.6199 gals.).
 AE6087
 AE6087.The modeled gravity was interpolated from observed gravity values.
 AE6087
 AE6087;                    North         East    Units  Estimated Accuracy
 AE6087;SPC NC       -   183,940.      802,900.      MT  (+/- 180 meters Scaled)
 AE6087
 AE6087                          SUPERSEDED SURVEY CONTROL
 AE6087
 AE6087.No superseded survey control is available for this station.
 AE6087
 AE6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE299178(NAD 83)
 AE6087_MARKER: DB = BENCH MARK DISK
 AE6087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6087_STAMPING: BEA 56 1987
 AE6087_MARK LOGO: NCGS  
 AE6087_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6087+STABILITY: SURFACE MOTION
 AE6087
 AE6087  HISTORY     - Date     Condition        Report By
 AE6087  HISTORY     - 1987     MONUMENTED       NCGS
 AE6087
 AE6087                          STATION DESCRIPTION
 AE6087
 AE6087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6087'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTH OF EDWARDS. ALONG SR
 AE6087'1932 FOR 5.9 KM (3.65 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6087'OF THE EDWARDS POST OFFICE, OR 1.55 KM (0.95 MI) SOUTH OF SR 1100, AT
 AE6087'THE INTERSECTION WITH A WOODS ROAD ENTRANCE TO A HUNTING RESERVATION.
 AE6087'MARK IS FLUSH WITH GROUND.  LOCATED 8.7 M (28.5 FT) EAST OF THE
 AE6087'CENTERLINE OF THE ROAD, 8.5 M (27.9 FT) NORTH OF THE CENTERLINE OF THE
 AE6087'WOODS ROAD, 24.9 M (81.7 FT) WEST OF THE SOUTH POST OF A FENCE
 AE6087'GATE--AND 15.0 M (49.2 FT) NORTH-NORTHWEST OF A 24-INCH PINE, 30.7 M
 AE6087'(100.7 FT) SOUTHEAST OF A POWER POLE--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6088 ***********************************************************************
 AE6088  DESIGNATION -  BEA 57
 AE6088  PID         -  AE6088
 AE6088  STATE/COUNTY-  NC/BEAUFORT
 AE6088  USGS QUAD   -  BATH (1993)
 AE6088
 AE6088                         *CURRENT SURVEY CONTROL
 AE6088  ___________________________________________________________________
 AE6088* NAD 83(1986)-  35 23 57.     (N)    076 52 27.     (W)     SCALED    
 AE6088* NAVD 88     -         8.215  (meters)      26.95   (feet)  ADJUSTED  
 AE6088  ___________________________________________________________________
 AE6088  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 AE6088  DYNAMIC HT  -           8.208 (meters)      26.93  (feet)  COMP
 AE6088  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 AE6088
 AE6088  VERT ORDER  -  SECOND    CLASS II
 AE6088
 AE6088.The horizontal coordinates were scaled from a topographic map and have
 AE6088.an estimated accuracy of +/- 6 seconds.
 AE6088
 AE6088.The orthometric height was determined by differential leveling
 AE6088.and adjusted in June 1998.
 AE6088
 AE6088.The geoid height was determined by GEOID03.
 AE6088
 AE6088.The dynamic height is computed by dividing the NAVD 88
 AE6088.geopotential number by the normal gravity value computed on the
 AE6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6088.degrees latitude (g = 980.6199 gals.).
 AE6088
 AE6088.The modeled gravity was interpolated from observed gravity values.
 AE6088
 AE6088;                    North         East    Units  Estimated Accuracy
 AE6088;SPC NC       -   185,010.      802,680.      MT  (+/- 180 meters Scaled)
 AE6088
 AE6088                          SUPERSEDED SURVEY CONTROL
 AE6088
 AE6088.No superseded survey control is available for this station.
 AE6088
 AE6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE298189(NAD 83)
 AE6088_MARKER: DB = BENCH MARK DISK
 AE6088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6088_STAMPING: BEA 57 1987
 AE6088_MARK LOGO: NCGS  
 AE6088_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6088+STABILITY: SURFACE MOTION
 AE6088
 AE6088  HISTORY     - Date     Condition        Report By
 AE6088  HISTORY     - 1987     MONUMENTED       NCGS
 AE6088
 AE6088                          STATION DESCRIPTION
 AE6088
 AE6088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6088'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH OF EDWARDS. ALONG SR
 AE6088'1932 FOR 8.6 KM (5.35 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6088'OF THE EDWARDS POST OFFICE, OR 0.65 KM (0.40 MI) SOUTH OF SR 1100, IN
 AE6088'THE YARD OF THE REEDY BRANCH CHURCH. MARK IS RECESSED 2 INCHES BELOW
 AE6088'GROUND.  LOCATED 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF THE ROAD,
 AE6088'14.4 M (47.2 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 7.2
 AE6088'M (23.6 FT) NORTH-NORTHWEST OF THE NORTH END OF A DRIVEWAY
 AE6088'CULVERT--AND 0.8 M (2.6 FT) EAST OF SERVICE POLE, 42.4 M (139.1 FT)
 AE6088'SOUTH OF A POWER POLE WITH A TRANSFORMER--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6089 ***********************************************************************
 AE6089  DESIGNATION -  BEA 58
 AE6089  PID         -  AE6089
 AE6089  STATE/COUNTY-  NC/BEAUFORT
 AE6089  USGS QUAD   -  BLOUNTS BAY (1993)
 AE6089
 AE6089                         *CURRENT SURVEY CONTROL
 AE6089  ___________________________________________________________________
 AE6089* NAD 83(1986)-  35 24 17.     (N)    076 52 30.     (W)     SCALED    
 AE6089* NAVD 88     -         8.524  (meters)      27.97   (feet)  ADJUSTED  
 AE6089  ___________________________________________________________________
 AE6089  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 AE6089  DYNAMIC HT  -           8.517 (meters)      27.94  (feet)  COMP
 AE6089  MODELED GRAV-     979,751.7   (mgal)                       NAVD 88
 AE6089
 AE6089  VERT ORDER  -  SECOND    CLASS II
 AE6089
 AE6089.The horizontal coordinates were scaled from a topographic map and have
 AE6089.an estimated accuracy of +/- 6 seconds.
 AE6089
 AE6089.The orthometric height was determined by differential leveling
 AE6089.and adjusted in June 1998.
 AE6089
 AE6089.The geoid height was determined by GEOID03.
 AE6089
 AE6089.The dynamic height is computed by dividing the NAVD 88
 AE6089.geopotential number by the normal gravity value computed on the
 AE6089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6089.degrees latitude (g = 980.6199 gals.).
 AE6089
 AE6089.The modeled gravity was interpolated from observed gravity values.
 AE6089
 AE6089;                    North         East    Units  Estimated Accuracy
 AE6089;SPC NC       -   185,620.      802,590.      MT  (+/- 180 meters Scaled)
 AE6089
 AE6089                          SUPERSEDED SURVEY CONTROL
 AE6089
 AE6089.No superseded survey control is available for this station.
 AE6089
 AE6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE297195(NAD 83)
 AE6089_MARKER: DB = BENCH MARK DISK
 AE6089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6089_STAMPING: BEA 58 1987
 AE6089_MARK LOGO: NCGS  
 AE6089_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6089+STABILITY: SURFACE MOTION
 AE6089
 AE6089  HISTORY     - Date     Condition        Report By
 AE6089  HISTORY     - 1987     MONUMENTED       NCGS
 AE6089
 AE6089                          STATION DESCRIPTION
 AE6089
 AE6089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6089'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTH OF EDWARDS. ALONG SR
 AE6089'1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI) SOUTHEAST
 AE6089'OF THE EDWARDS POST OFFICE, IN THE NORTHWEST QUADRANT OF THE
 AE6089'INTERSECTION WITH SR 1100. MARK IS RECESSED 1 INCH BELOW GROUND.
 AE6089'LOCATED 13.1 M (43.0 FT) NORTH OF THE CENTERLINE OF SR 1100 WEST, 9.6
 AE6089'M (31.5 FT) NORTHWEST OF THE CENTERLINE OF SR 1100 NORTHEAST, 9.7 M
 AE6089'(31.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A SHINGLED HOUSE, 13.7
 AE6089'M (44.9 FT) EAST-NORTHEAST OF THE NORTH END OF A ROAD CULVERT, AND
 AE6089'32.9 M (107.9 FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6090 ***********************************************************************
 AE6090  DESIGNATION -  BEA 59
 AE6090  PID         -  AE6090
 AE6090  STATE/COUNTY-  NC/BEAUFORT
 AE6090  USGS QUAD   -  BATH (1993)
 AE6090
 AE6090                         *CURRENT SURVEY CONTROL
 AE6090  ___________________________________________________________________
 AE6090* NAD 83(1986)-  35 24 55.     (N)    076 51 45.     (W)     SCALED    
 AE6090* NAVD 88     -         4.268  (meters)      14.00   (feet)  ADJUSTED  
 AE6090  ___________________________________________________________________
 AE6090  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 AE6090  DYNAMIC HT  -           4.264 (meters)      13.99  (feet)  COMP
 AE6090  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 AE6090
 AE6090  VERT ORDER  -  SECOND    CLASS II
 AE6090
 AE6090.The horizontal coordinates were scaled from a topographic map and have
 AE6090.an estimated accuracy of +/- 6 seconds.
 AE6090
 AE6090.The orthometric height was determined by differential leveling
 AE6090.and adjusted in June 1998.
 AE6090
 AE6090.The geoid height was determined by GEOID03.
 AE6090
 AE6090.The dynamic height is computed by dividing the NAVD 88
 AE6090.geopotential number by the normal gravity value computed on the
 AE6090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6090.degrees latitude (g = 980.6199 gals.).
 AE6090
 AE6090.The modeled gravity was interpolated from observed gravity values.
 AE6090
 AE6090;                    North         East    Units  Estimated Accuracy
 AE6090;SPC NC       -   186,820.      803,700.      MT  (+/- 180 meters Scaled)
 AE6090
 AE6090                          SUPERSEDED SURVEY CONTROL
 AE6090
 AE6090.No superseded survey control is available for this station.
 AE6090
 AE6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE308206(NAD 83)
 AE6090_MARKER: DB = BENCH MARK DISK
 AE6090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6090_STAMPING: BEA 59 1987
 AE6090_MARK LOGO: NCGS  
 AE6090_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6090+STABILITY: SURFACE MOTION
 AE6090
 AE6090  HISTORY     - Date     Condition        Report By
 AE6090  HISTORY     - 1987     MONUMENTED       NCGS
 AE6090
 AE6090                          STATION DESCRIPTION
 AE6090
 AE6090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6090'STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTH OF EDWARDS. PROCEED
 AE6090'ALONG SR 1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI)
 AE6090'SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1100, THENCE NORTHEAST
 AE6090'ALONG SR 1100 FOR 1.6 KM (1.00 MI) TO THE CORE POINT CHAPEL FWB
 AE6090'CHURCH, AND THE STATION IN THE SOUTHWEST CORNER OF THE YARD. MARK IS
 AE6090'RECESSED 2 INCHES BELOW GROUND.  LOCATED 10.4 M (34.1 FT)
 AE6090'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 29.8 M (97.8 FT)
 AE6090'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT OF THE CHURCH, 3.3 M
 AE6090'(10.8 FT) NORTH OF A 26-INCH WALNUT--AND 27.5 M (90.2 FT) SOUTH OF A
 AE6090'SERVICE POLE, 30.3 M (99.4 FT) WEST-SOUTHWEST OF A SERVICE POLE WITH A
 AE6090'NIGHT LIGHT--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4130 ***********************************************************************
 EY4130  DESIGNATION -  BEA 6
 EY4130  PID         -  EY4130
 EY4130  STATE/COUNTY-  NC/BEAUFORT
 EY4130  USGS QUAD   -  PANTEGO (1974)
 EY4130
 EY4130                         *CURRENT SURVEY CONTROL
 EY4130  ___________________________________________________________________
 EY4130* NAD 83(1986)-  35 31 54.     (N)    076 43 59.     (W)     SCALED    
 EY4130* NAVD 88     -         2.510  (meters)       8.23   (feet)  ADJUSTED  
 EY4130  ___________________________________________________________________
 EY4130  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY4130  DYNAMIC HT  -           2.508 (meters)       8.23  (feet)  COMP
 EY4130  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 EY4130
 EY4130  VERT ORDER  -  SECOND    CLASS II
 EY4130
 EY4130.The horizontal coordinates were scaled from a topographic map and have
 EY4130.an estimated accuracy of +/- 6 seconds.
 EY4130
 EY4130.The orthometric height was determined by differential leveling
 EY4130.and adjusted in June 1991.
 EY4130
 EY4130.The geoid height was determined by GEOID03.
 EY4130
 EY4130.The dynamic height is computed by dividing the NAVD 88
 EY4130.geopotential number by the normal gravity value computed on the
 EY4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4130.degrees latitude (g = 980.6199 gals.).
 EY4130
 EY4130.The modeled gravity was interpolated from observed gravity values.
 EY4130
 EY4130;                    North         East    Units  Estimated Accuracy
 EY4130;SPC NC       -   199,990.      815,160.      MT  (+/- 180 meters Scaled)
 EY4130
 EY4130                          SUPERSEDED SURVEY CONTROL
 EY4130
 EY4130.No superseded survey control is available for this station.
 EY4130
 EY4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE428333(NAD 83)
 EY4130_MARKER: DB = BENCH MARK DISK
 EY4130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4130_SP_SET: WHEEL GUARD
 EY4130_STAMPING: BEA 6 1984
 EY4130_MARK LOGO: NCGS  
 EY4130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4130+STABILITY: SURFACE MOTION
 EY4130
 EY4130  HISTORY     - Date     Condition        Report By
 EY4130  HISTORY     - 1984     MONUMENTED       NCGS
 EY4130
 EY4130                          STATION DESCRIPTION
 EY4130
 EY4130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4130'8.85 KM (5.5 MI) SW FROM PANTEGO.
 EY4130'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF PANTEGO.
 EY4130'ALONG US 264 FOR 10.1 KM (6.25 MI) WEST FROM THE INTERSECTION WITH NC
 EY4130'99, OR 0.8 KM (0.5 MI) EAST FROM SR 1718 (IN YEATESVILLE), IN A WHEEL
 EY4130'GUARD OF THE BRIDGE OVER PUNGO CREEK.  THE STATION IS LOCATED 4.6
 EY4130'METERS (15.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS
 EY4130'(29.8 FT) WEST OF A TELEPHONE PEDESTAL (2 31), AND 0.3 METERS (1.0
 EY4130'FT) WEST OF THE EAST END OF THE BRIDGE.  MARK IS SET INTO A DRILLED
 EY4130'HOLE IN THE WHEEL GUARD 0.5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6091 ***********************************************************************
 AE6091  DESIGNATION -  BEA 60
 AE6091  PID         -  AE6091
 AE6091  STATE/COUNTY-  NC/BEAUFORT
 AE6091  USGS QUAD   -  BATH (1993)
 AE6091
 AE6091                         *CURRENT SURVEY CONTROL
 AE6091  ___________________________________________________________________
 AE6091* NAD 83(1986)-  35 25 28.     (N)    076 51 01.     (W)     SCALED    
 AE6091* NAVD 88     -         2.640  (meters)       8.66   (feet)  ADJUSTED  
 AE6091  ___________________________________________________________________
 AE6091  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AE6091  DYNAMIC HT  -           2.638 (meters)       8.65  (feet)  COMP
 AE6091  MODELED GRAV-     979,750.8   (mgal)                       NAVD 88
 AE6091
 AE6091  VERT ORDER  -  SECOND    CLASS II
 AE6091
 AE6091.The horizontal coordinates were scaled from a topographic map and have
 AE6091.an estimated accuracy of +/- 6 seconds.
 AE6091
 AE6091.The orthometric height was determined by differential leveling
 AE6091.and adjusted in June 1998.
 AE6091
 AE6091.The geoid height was determined by GEOID03.
 AE6091
 AE6091.The dynamic height is computed by dividing the NAVD 88
 AE6091.geopotential number by the normal gravity value computed on the
 AE6091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6091.degrees latitude (g = 980.6199 gals.).
 AE6091
 AE6091.The modeled gravity was interpolated from observed gravity values.
 AE6091
 AE6091;                    North         East    Units  Estimated Accuracy
 AE6091;SPC NC       -   187,860.      804,790.      MT  (+/- 180 meters Scaled)
 AE6091
 AE6091                          SUPERSEDED SURVEY CONTROL
 AE6091
 AE6091.No superseded survey control is available for this station.
 AE6091
 AE6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE320216(NAD 83)
 AE6091_MARKER: DB = BENCH MARK DISK
 AE6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6091_STAMPING: BEA 60 1987
 AE6091_MARK LOGO: NCGS  
 AE6091_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6091+STABILITY: SURFACE MOTION
 AE6091
 AE6091  HISTORY     - Date     Condition        Report By
 AE6091  HISTORY     - 1987     MONUMENTED       NCGS
 AE6091
 AE6091                          STATION DESCRIPTION
 AE6091
 AE6091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6091'STATION IS LOCATED ABOUT 11.4 KM (7.10 MI) NORTH-NORTHEAST OF EDWARDS.
 AE6091'PROCEED ALONG SR 1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM
 AE6091'(0.05 MI) SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1100, THENCE
 AE6091'NORTHEAST ALONG SR 1100 FOR 3.3 KM (2.05 MI) TO SR 1101 AND STATION,
 AE6091'ON PROLONGATION OF THE CENTERLINE OF SR 1101, AND AT AN ABANDONED
 AE6091'STORE. MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED 6.9 M (22.6
 AE6091'FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.1 M (62.7 FT) EAST OF
 AE6091'THE SOUTHEAST CORNER OF A TWO-STORY HOUSE, 1.9 M (6.2 FT) SOUTHWEST OF
 AE6091'THE NORTHEAST CORNER OF A BRICK COLUMN, 32.9 M (107.9 FT)
 AE6091'NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, AND 13.1 M (43.0 FT)
 AE6091'SOUTHEAST OF A SERVICE POLE WITH A NIGHT LIGHT AND WITH A REFERENCE
 AE6091'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6092 ***********************************************************************
 AE6092  DESIGNATION -  BEA 61
 AE6092  PID         -  AE6092
 AE6092  STATE/COUNTY-  NC/BEAUFORT
 AE6092  USGS QUAD   -  BATH (1993)
 AE6092
 AE6092                         *CURRENT SURVEY CONTROL
 AE6092  ___________________________________________________________________
 AE6092* NAD 83(1986)-  35 25 27.     (N)    076 51 45.     (W)     SCALED    
 AE6092* NAVD 88     -         2.151  (meters)       7.06   (feet)  ADJUSTED  
 AE6092  ___________________________________________________________________
 AE6092  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 AE6092  DYNAMIC HT  -           2.149 (meters)       7.05  (feet)  COMP
 AE6092  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 AE6092
 AE6092  VERT ORDER  -  SECOND    CLASS II
 AE6092
 AE6092.The horizontal coordinates were scaled from a topographic map and have
 AE6092.an estimated accuracy of +/- 6 seconds.
 AE6092
 AE6092.The orthometric height was determined by differential leveling
 AE6092.and adjusted in June 1998.
 AE6092
 AE6092.The geoid height was determined by GEOID03.
 AE6092
 AE6092.The dynamic height is computed by dividing the NAVD 88
 AE6092.geopotential number by the normal gravity value computed on the
 AE6092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6092.degrees latitude (g = 980.6199 gals.).
 AE6092
 AE6092.The modeled gravity was interpolated from observed gravity values.
 AE6092
 AE6092;                    North         East    Units  Estimated Accuracy
 AE6092;SPC NC       -   187,810.      803,680.      MT  (+/- 180 meters Scaled)
 AE6092
 AE6092                          SUPERSEDED SURVEY CONTROL
 AE6092
 AE6092.No superseded survey control is available for this station.
 AE6092
 AE6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE309216(NAD 83)
 AE6092_MARKER: DB = BENCH MARK DISK
 AE6092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6092_STAMPING: BEA 61 1987
 AE6092_MARK LOGO: NCGS  
 AE6092_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6092+STABILITY: SURFACE MOTION
 AE6092
 AE6092  HISTORY     - Date     Condition        Report By
 AE6092  HISTORY     - 1987     MONUMENTED       NCGS
 AE6092
 AE6092                          STATION DESCRIPTION
 AE6092
 AE6092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 AE6092'STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) NORTH OF EDWARDS. PROCEED
 AE6092'ALONG SR 1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI)
 AE6092'SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1100, THENCE NORTHEAST
 AE6092'ALONG SR 1100 FOR 2.9 KM (1.80 MI) TO SR 1167, THENCE WEST ALONG SR
 AE6092'1167 FOR 0.9 KM (0.55 MI) TO THE END OF ROAD AND STATION, AT THE FLAG
 AE6092'POLE IN MR WHITEHURSTS YARD. MARK IS RECESSED 1 INCH BELOW GROUND.
 AE6092'LOCATED 22.0 M (72.2 FT) NORTH OF THE CENTERLINE OF THE ROAD, 32.5 M
 AE6092'(106.6 FT) WEST OF THE SOUTHWEST CORNER OF A BLOCK HOUSE, 30.7 M
 AE6092'(100.7 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A SHINGLED HOUSE,
 AE6092'AND 0.8 M (2.6 FT) EAST OF A FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6094 ***********************************************************************
 AE6094  DESIGNATION -  BEA 62
 AE6094  PID         -  AE6094
 AE6094  STATE/COUNTY-  NC/BEAUFORT
 AE6094  USGS QUAD   -  AURORA (1993)
 AE6094
 AE6094                         *CURRENT SURVEY CONTROL
 AE6094  ___________________________________________________________________
 AE6094* NAD 83(1986)-  35 19 04.     (N)    076 47 56.     (W)     SCALED    
 AE6094* NAVD 88     -         2.617  (meters)       8.59   (feet)  ADJUSTED  
 AE6094  ___________________________________________________________________
 AE6094  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 AE6094  DYNAMIC HT  -           2.615 (meters)       8.58  (feet)  COMP
 AE6094  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 AE6094
 AE6094  VERT ORDER  -  SECOND    CLASS II
 AE6094
 AE6094.The horizontal coordinates were scaled from a topographic map and have
 AE6094.an estimated accuracy of +/- 6 seconds.
 AE6094
 AE6094.The orthometric height was determined by differential leveling
 AE6094.and adjusted in June 1998.
 AE6094
 AE6094.The geoid height was determined by GEOID03.
 AE6094
 AE6094.The dynamic height is computed by dividing the NAVD 88
 AE6094.geopotential number by the normal gravity value computed on the
 AE6094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6094.degrees latitude (g = 980.6199 gals.).
 AE6094
 AE6094.The modeled gravity was interpolated from observed gravity values.
 AE6094
 AE6094;                    North         East    Units  Estimated Accuracy
 AE6094;SPC NC       -   176,130.      809,720.      MT  (+/- 180 meters Scaled)
 AE6094
 AE6094                          SUPERSEDED SURVEY CONTROL
 AE6094
 AE6094.No superseded survey control is available for this station.
 AE6094
 AE6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE364097(NAD 83)
 AE6094_MARKER: DB = BENCH MARK DISK
 AE6094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6094_SP_SET: CONCRETE WINGWALL
 AE6094_STAMPING: BEA 62 1987
 AE6094_MARK LOGO: NCGS  
 AE6094_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6094+STABILITY: SURFACE MOTION
 AE6094
 AE6094  HISTORY     - Date     Condition        Report By
 AE6094  HISTORY     - 1987     MONUMENTED       NCGS
 AE6094
 AE6094                          STATION DESCRIPTION
 AE6094
 AE6094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE6094'STATION IS ABOUT 1.8 KM (1.10 MI) NORTH-NORTHWEST OF AURORA. ALONG NC
 AE6094'306 FOR 1.8 KM (1.10 MI) NORTH FROM NC 33 (IN AURORA), IN THE
 AE6094'NORTHEAST WINGWALL OF THE WHITEHURST CREEK BRIDGE. MARK IS FLUSH IN A
 AE6094'DRILL HOLE IN THE CONCRETE WINGWALL.  LOCATED 6.7 M (22.0 FT) EAST OF
 AE6094'THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTHEAST OF THE CENTER
 AE6094'OF THE NORTH END OF EAST CONCRETE BRIDGE RAIL, AND 23.8 M (78.1 FT)
 AE6094'SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6093 ***********************************************************************
 AE6093  DESIGNATION -  BEA 63
 AE6093  PID         -  AE6093
 AE6093  STATE/COUNTY-  NC/BEAUFORT
 AE6093  USGS QUAD   -  AURORA (1993)
 AE6093
 AE6093                         *CURRENT SURVEY CONTROL
 AE6093  ___________________________________________________________________
 AE6093* NAD 83(1986)-  35 18 35.     (N)    076 47 57.     (W)     SCALED    
 AE6093* NAVD 88     -         2.632  (meters)       8.64   (feet)  ADJUSTED  
 AE6093  ___________________________________________________________________
 AE6093  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 AE6093  DYNAMIC HT  -           2.630 (meters)       8.63  (feet)  COMP
 AE6093  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 AE6093
 AE6093  VERT ORDER  -  SECOND    CLASS II
 AE6093
 AE6093.The horizontal coordinates were scaled from a topographic map and have
 AE6093.an estimated accuracy of +/- 6 seconds.
 AE6093
 AE6093.The orthometric height was determined by differential leveling
 AE6093.and adjusted in June 1998.
 AE6093
 AE6093.The geoid height was determined by GEOID03.
 AE6093
 AE6093.The dynamic height is computed by dividing the NAVD 88
 AE6093.geopotential number by the normal gravity value computed on the
 AE6093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6093.degrees latitude (g = 980.6199 gals.).
 AE6093
 AE6093.The modeled gravity was interpolated from observed gravity values.
 AE6093
 AE6093;                    North         East    Units  Estimated Accuracy
 AE6093;SPC NC       -   175,240.      809,710.      MT  (+/- 180 meters Scaled)
 AE6093
 AE6093                          SUPERSEDED SURVEY CONTROL
 AE6093
 AE6093.No superseded survey control is available for this station.
 AE6093
 AE6093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE364088(NAD 83)
 AE6093_MARKER: DB = BENCH MARK DISK
 AE6093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6093_SP_SET: CONCRETE WINGWALL
 AE6093_STAMPING: BEA 63 1987
 AE6093_MARK LOGO: NCGS  
 AE6093_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6093+STABILITY: SURFACE MOTION
 AE6093
 AE6093  HISTORY     - Date     Condition        Report By
 AE6093  HISTORY     - 1987     MONUMENTED       NCGS
 AE6093
 AE6093                          STATION DESCRIPTION
 AE6093
 AE6093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE6093'STATION IS ABOUT 1.0 KM (0.60 MI) NORTH OF AURORA. ALONG NC 306 FOR
 AE6093'0.7 KM (0.45 MI) NORTH FROM NC 33, IN AURORA, IN THE NORTHEAST
 AE6093'WINGWALL OF THE BAILEY CREEK BRIDGE. MARK IS FLUSH IN A DRILL HOLE IN
 AE6093'THE CONCRETE WINGWALL. LOCATED 7.0 M (23.0 FT) EAST OF THE CENTERLINE
 AE6093'OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTHEAST OF THE CENTER OF THE NORTH
 AE6093'END OF EAST CONCRETE BRIDGE RAIL, AND 17.6 M (57.7 FT) SOUTH-SOUTHWEST
 AE6093'OF A TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6095 ***********************************************************************
 AE6095  DESIGNATION -  BEA 64
 AE6095  PID         -  AE6095
 AE6095  STATE/COUNTY-  NC/BEAUFORT
 AE6095  USGS QUAD   -  RANSOMVILLE (1983)
 AE6095
 AE6095                         *CURRENT SURVEY CONTROL
 AE6095  ___________________________________________________________________
 AE6095* NAD 83(1986)-  35 22 34.     (N)    076 44 51.     (W)     SCALED    
 AE6095* NAVD 88     -         2.091  (meters)       6.86   (feet)  ADJUSTED  
 AE6095  ___________________________________________________________________
 AE6095  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 AE6095  DYNAMIC HT  -           2.089 (meters)       6.85  (feet)  COMP
 AE6095  MODELED GRAV-     979,750.4   (mgal)                       NAVD 88
 AE6095
 AE6095  VERT ORDER  -  SECOND    CLASS II
 AE6095
 AE6095.The horizontal coordinates were scaled from a topographic map and have
 AE6095.an estimated accuracy of +/- 6 seconds.
 AE6095
 AE6095.The orthometric height was determined by differential leveling
 AE6095.and adjusted in June 1998.
 AE6095
 AE6095.The geoid height was determined by GEOID03.
 AE6095
 AE6095.The dynamic height is computed by dividing the NAVD 88
 AE6095.geopotential number by the normal gravity value computed on the
 AE6095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6095.degrees latitude (g = 980.6199 gals.).
 AE6095
 AE6095.The modeled gravity was interpolated from observed gravity values.
 AE6095
 AE6095;                    North         East    Units  Estimated Accuracy
 AE6095;SPC NC       -   182,710.      814,240.      MT  (+/- 180 meters Scaled)
 AE6095
 AE6095                          SUPERSEDED SURVEY CONTROL
 AE6095
 AE6095.No superseded survey control is available for this station.
 AE6095
 AE6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE412161(NAD 83)
 AE6095_MARKER: DB = BENCH MARK DISK
 AE6095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6095_SP_SET: CONCRETE WHEELGUARD
 AE6095_STAMPING: BEA 64 1987
 AE6095_MARK LOGO: NCGS  
 AE6095_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6095+STABILITY: SURFACE MOTION
 AE6095
 AE6095  HISTORY     - Date     Condition        Report By
 AE6095  HISTORY     - 1987     MONUMENTED       NCGS
 AE6095
 AE6095                          STATION DESCRIPTION
 AE6095
 AE6095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE6095'STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTH OF AURORA. PROCEED
 AE6095'ALONG NC 306 FOR 11.7 KM (7.25 MI) NORTH FROM NC 33 (IN AURORA), TO SR
 AE6095'1004 SOUTH OF THE PAMLICO RIVER FERRY, CONTINUE EAST ALONG SR 1004 FOR
 AE6095'.1 KM (0.05 MI) TO STATION, IN THE NORTHEAST CORNER OF A SMALL BRIDGE.
 AE6095'MARK IS SET FLUSH.  LOCATED 4.7 M (15.4 FT) NORTH-NORTHEAST OF THE
 AE6095'CENTERLINE OF THE ROAD, AND 0.2 M (0.7 FT) WEST-NORTHWEST OF THE EAST
 AE6095'END OF THE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4129 ***********************************************************************
 EY4129  DESIGNATION -  BEA 7
 EY4129  PID         -  EY4129
 EY4129  STATE/COUNTY-  NC/BEAUFORT
 EY4129  USGS QUAD   -  PANTEGO (1974)
 EY4129
 EY4129                         *CURRENT SURVEY CONTROL
 EY4129  ___________________________________________________________________
 EY4129* NAD 83(1986)-  35 34 12.     (N)    076 41 35.     (W)     SCALED    
 EY4129* NAVD 88     -         2.285  (meters)       7.50   (feet)  ADJUSTED  
 EY4129  ___________________________________________________________________
 EY4129  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY4129  DYNAMIC HT  -           2.283 (meters)       7.49  (feet)  COMP
 EY4129  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 EY4129
 EY4129  VERT ORDER  -  SECOND    CLASS II
 EY4129
 EY4129.The horizontal coordinates were scaled from a topographic map and have
 EY4129.an estimated accuracy of +/- 6 seconds.
 EY4129
 EY4129.The orthometric height was determined by differential leveling
 EY4129.and adjusted in June 1991.
 EY4129
 EY4129.The geoid height was determined by GEOID03.
 EY4129
 EY4129.The dynamic height is computed by dividing the NAVD 88
 EY4129.geopotential number by the normal gravity value computed on the
 EY4129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4129.degrees latitude (g = 980.6199 gals.).
 EY4129
 EY4129.The modeled gravity was interpolated from observed gravity values.
 EY4129
 EY4129;                    North         East    Units  Estimated Accuracy
 EY4129;SPC NC       -   204,320.      818,690.      MT  (+/- 180 meters Scaled)
 EY4129
 EY4129                          SUPERSEDED SURVEY CONTROL
 EY4129
 EY4129.No superseded survey control is available for this station.
 EY4129
 EY4129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE465375(NAD 83)
 EY4129_MARKER: DB = BENCH MARK DISK
 EY4129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4129_SP_SET: WHEEL GUARD
 EY4129_STAMPING: BEA 7 1984
 EY4129_MARK LOGO: NCGS  
 EY4129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4129+STABILITY: SURFACE MOTION
 EY4129
 EY4129  HISTORY     - Date     Condition        Report By
 EY4129  HISTORY     - 1984     MONUMENTED       NCGS
 EY4129
 EY4129                          STATION DESCRIPTION
 EY4129
 EY4129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4129'3.54 KM (2.2 MI) WSW FROM PANTEGO.
 EY4129'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) WEST-SOUTHWEST OF
 EY4129'PANTEGO.  ALONG US 264 FOR 3.9 KM (2.4 MI) WEST FROM THE INTERSECTION
 EY4129'WITH NC 99, OR 0.6 KM (0.35 MI) WEST FROM SR 1616, IN THE WHEEL GUARD
 EY4129'OF THE BRIDGE OVER BROAD CREEK.  THE STATION IS LOCATED 4.5 METERS
 EY4129'(14.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.7 METERS
 EY4129'(28.7 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL (2C23), AND 0.3
 EY4129'METER (1.1 FT) SOUTHWEST OF THE EAST END OF THE BRIDGE.  MARK IS SET
 EY4129'INTO A DRILLED HOLE IN THE WHEEL GUARD 0.5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4126 ***********************************************************************
 EY4126  DESIGNATION -  BEA 8
 EY4126  PID         -  EY4126
 EY4126  STATE/COUNTY-  NC/BEAUFORT
 EY4126  USGS QUAD   -  PANTEGO (1974)
 EY4126
 EY4126                         *CURRENT SURVEY CONTROL
 EY4126  ___________________________________________________________________
 EY4126* NAD 83(1986)-  35 35 15.     (N)    076 39 47.     (W)     SCALED    
 EY4126* NAVD 88     -         1.971  (meters)       6.47   (feet)  ADJUSTED  
 EY4126  ___________________________________________________________________
 EY4126  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EY4126  DYNAMIC HT  -           1.969 (meters)       6.46  (feet)  COMP
 EY4126  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 EY4126
 EY4126  VERT ORDER  -  SECOND    CLASS II
 EY4126
 EY4126.The horizontal coordinates were scaled from a topographic map and have
 EY4126.an estimated accuracy of +/- 6 seconds.
 EY4126
 EY4126.The orthometric height was determined by differential leveling
 EY4126.and adjusted in June 1991.
 EY4126
 EY4126.The geoid height was determined by GEOID03.
 EY4126
 EY4126.The dynamic height is computed by dividing the NAVD 88
 EY4126.geopotential number by the normal gravity value computed on the
 EY4126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4126.degrees latitude (g = 980.6199 gals.).
 EY4126
 EY4126.The modeled gravity was interpolated from observed gravity values.
 EY4126
 EY4126;                    North         East    Units  Estimated Accuracy
 EY4126;SPC NC       -   206,330.      821,360.      MT  (+/- 180 meters Scaled)
 EY4126
 EY4126                          SUPERSEDED SURVEY CONTROL
 EY4126
 EY4126.No superseded survey control is available for this station.
 EY4126
 EY4126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE493394(NAD 83)
 EY4126_MARKER: DB = BENCH MARK DISK
 EY4126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY4126_SP_SET: WHEEL GUARD
 EY4126_STAMPING: BEA 8 1984
 EY4126_MARK LOGO: NCGS  
 EY4126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4126+STABILITY: SURFACE MOTION
 EY4126
 EY4126  HISTORY     - Date     Condition        Report By
 EY4126  HISTORY     - 1984     MONUMENTED       NCGS
 EY4126  HISTORY     - 20040824 GOOD             USPSQD
 EY4126
 EY4126                          STATION DESCRIPTION
 EY4126
 EY4126'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4126'IN PANTEGO.
 EY4126'THE STATION IS LOCATED IN PANTEGO.  ALONG US 264 FOR 0.2 KM (0.1 MI)
 EY4126'SOUTH FROM THE INTERSECTION WITH NC 99, IN THE WHEEL GUARD OF THE
 EY4126'BRIDGE OVER PANTEGO CREEK.  THE STATION IS LOCATED 4.1 METERS (13.6
 EY4126'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.8 METERS (29.0 FT)
 EY4126'NORTH-NORTHEAST OF A TELEPHONE POLE (986), AND 0.2 METERS (0.8 FT)
 EY4126'NORTH OF THE SOUTH END OF THE BRIDGE.  MARK IS SET INTO A DRILLED
 EY4126'HOLE IN THE WHEELGUARD 0.8 FT ABOVE THE HIGHWAY.
 EY4126
 EY4126                          STATION RECOVERY (2004)
 EY4126
 EY4126'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY4126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6097 ***********************************************************************
 AE6097  DESIGNATION -  BEA 80
 AE6097  PID         -  AE6097
 AE6097  STATE/COUNTY-  NC/BEAUFORT
 AE6097  USGS QUAD   -  SOUTH CREEK (1993)
 AE6097
 AE6097                         *CURRENT SURVEY CONTROL
 AE6097  ___________________________________________________________________
 AE6097* NAD 83(1986)-  35 21 36.     (N)    076 42 32.     (W)     SCALED    
 AE6097* NAVD 88     -         0.996  (meters)       3.27   (feet)  ADJUSTED  
 AE6097  ___________________________________________________________________
 AE6097  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AE6097  DYNAMIC HT  -           0.995 (meters)       3.26  (feet)  COMP
 AE6097  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 AE6097
 AE6097  VERT ORDER  -  SECOND    CLASS II
 AE6097
 AE6097.The horizontal coordinates were scaled from a topographic map and have
 AE6097.an estimated accuracy of +/- 6 seconds.
 AE6097
 AE6097.The orthometric height was determined by differential leveling
 AE6097.and adjusted in June 1998.
 AE6097
 AE6097.The geoid height was determined by GEOID03.
 AE6097
 AE6097.The dynamic height is computed by dividing the NAVD 88
 AE6097.geopotential number by the normal gravity value computed on the
 AE6097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6097.degrees latitude (g = 980.6199 gals.).
 AE6097
 AE6097.The modeled gravity was interpolated from observed gravity values.
 AE6097
 AE6097;                    North         East    Units  Estimated Accuracy
 AE6097;SPC NC       -   181,000.      817,790.      MT  (+/- 180 meters Scaled)
 AE6097
 AE6097                          SUPERSEDED SURVEY CONTROL
 AE6097
 AE6097.No superseded survey control is available for this station.
 AE6097
 AE6097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE447143(NAD 83)
 AE6097_MARKER: DB = BENCH MARK DISK
 AE6097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6097_STAMPING: BEA 80 1988
 AE6097_MARK LOGO: NCGS  
 AE6097_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6097+STABILITY: SURFACE MOTION
 AE6097
 AE6097  HISTORY     - Date     Condition        Report By
 AE6097  HISTORY     - 1988     MONUMENTED       NCGS
 AE6097
 AE6097                          STATION DESCRIPTION
 AE6097
 AE6097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6097'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) NORTHEAST OF AURORA. ALONG
 AE6097'SR 1004 FOR 1.45 KM (0.90 MI) WEST-NORTHWEST FROM THE END OF SR 1004
 AE6097'AT HICKORY POINT, OR 3.94 KM (2.45 MI) EAST FROM THE FERRY LOADING
 AE6097'DOCK AT THE INTERSECTION OF NC 306 AND SR 1004, TO THE INTERSECTION
 AE6097'WITH THE DIRT-ISLE VUE-BEACH ROAD SOUTH, THENCE SOUTH ALONG THIS ROAD
 AE6097'FOR 0.24 KM (0.15 MI) TO A FORK, THENCE WESTERLY ALONG THE RIGHT FORK
 AE6097'FOR 0.2 KM (0.10 MI) TO THE SHINN RESIDENCE AND STATION. MARK IS
 AE6097'RECESSED 1 INCH BELOW GROUND.  LOCATED 8.2 M (26.9 FT) NORTH OF THE
 AE6097'CENTER OF THE ROAD, 9.9 M (32.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 AE6097'CORNER OF A CONCRETE BLOCK PUMP HOUSE, 14.8 M (48.6 FT)
 AE6097'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A FRAME COTTAGE, 9.3 M
 AE6097'(30.5 FT) EAST OF A TELEPHONE PEDESTAL NO 91-1A, 79.5 M (260.8 FT)
 AE6097'NORTH OF BM--BEA 81--, AND 2.5 M (8.2 FT) WEST OF A 16-INCH PINE WITH
 AE6097'A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6098 ***********************************************************************
 AE6098  DESIGNATION -  BEA 81
 AE6098  PID         -  AE6098
 AE6098  STATE/COUNTY-  NC/BEAUFORT
 AE6098  USGS QUAD   -  SOUTH CREEK (1993)
 AE6098
 AE6098                         *CURRENT SURVEY CONTROL
 AE6098  ___________________________________________________________________
 AE6098* NAD 83(1986)-  35 21 40.     (N)    076 42 33.     (W)     SCALED    
 AE6098* NAVD 88     -         1.204  (meters)       3.95   (feet)  ADJUSTED  
 AE6098  ___________________________________________________________________
 AE6098  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AE6098  DYNAMIC HT  -           1.203 (meters)       3.95  (feet)  COMP
 AE6098  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 AE6098
 AE6098  VERT ORDER  -  SECOND    CLASS II
 AE6098
 AE6098.The horizontal coordinates were scaled from a topographic map and have
 AE6098.an estimated accuracy of +/- 6 seconds.
 AE6098
 AE6098.The orthometric height was determined by differential leveling
 AE6098.and adjusted in June 1998.
 AE6098
 AE6098.The geoid height was determined by GEOID03.
 AE6098
 AE6098.The dynamic height is computed by dividing the NAVD 88
 AE6098.geopotential number by the normal gravity value computed on the
 AE6098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6098.degrees latitude (g = 980.6199 gals.).
 AE6098
 AE6098.The modeled gravity was interpolated from observed gravity values.
 AE6098
 AE6098;                    North         East    Units  Estimated Accuracy
 AE6098;SPC NC       -   181,120.      817,760.      MT  (+/- 180 meters Scaled)
 AE6098
 AE6098                          SUPERSEDED SURVEY CONTROL
 AE6098
 AE6098.No superseded survey control is available for this station.
 AE6098
 AE6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE447144(NAD 83)
 AE6098_MARKER: DB = BENCH MARK DISK
 AE6098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE6098_SP_SET: CONCRETE
 AE6098_STAMPING: BEA 81 1988
 AE6098_MARK LOGO: NCGS  
 AE6098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6098
 AE6098  HISTORY     - Date     Condition        Report By
 AE6098  HISTORY     - 1988     MONUMENTED       NCGS
 AE6098
 AE6098                          STATION DESCRIPTION
 AE6098
 AE6098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6098'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) NORTHEAST OF AURORA. ALONG
 AE6098'SR 1004 FOR 1.45 KM (0.90 MI) WEST-NORTHWEST FROM THE END OF SR 1004
 AE6098'AT HICKORY POINT, OR 3.94 KM (2.45 MI) EAST FROM THE FERRY LOADING
 AE6098'DOCK AT THE INTERSECTION OF NC 306 AND SR 1004, TO THE INTERSECTION
 AE6098'WITH THE DIRT-ISLE VUE-BEACH ROAD SOUTH, THENCE SOUTH ALONG THIS ROAD
 AE6098'FOR 0.24 KM (0.15 MI) TO A FORK, THENCE WESTERLY ALONG THE RIGHT FORK
 AE6098'FOR 0.2 KM (0.10 MI) TO THE W. E. MILLER RESIDENCE. MARK IS SET IN A
 AE6098'DRILL HOLE IN A MASS OF CONCRETE.  LOCATED 71.93 M (235.99 FT) SOUTH
 AE6098'OF THE CENTER OF THE ROAD, 14.5 M (47.6 FT) WEST-SOUTHWEST OF THE
 AE6098'SOUTHWEST CORNER OF A FRAME COTTAGE ON PILINGS, 5.0 M (16.4 FT)
 AE6098'NORTHEAST OF THE MEAN WATER LEVEL, 79.5 M (260.8 FT) SOUTH OF BM BEA
 AE6098'80--AND 17.8 M (58.4 FT) SOUTH OF A POWER POLE, 2.6 M (8.5 FT)
 AE6098'NORTHWEST OF A 14-INCH GUM TREE--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6096 ***********************************************************************
 AE6096  DESIGNATION -  BEA 82
 AE6096  PID         -  AE6096
 AE6096  STATE/COUNTY-  NC/BEAUFORT
 AE6096  USGS QUAD   -  BATH (1993)
 AE6096
 AE6096                         *CURRENT SURVEY CONTROL
 AE6096  ___________________________________________________________________
 AE6096* NAD 83(1986)-  35 25 28.     (N)    076 50 39.     (W)     SCALED    
 AE6096* NAVD 88     -         1.801  (meters)       5.91   (feet)  ADJUSTED  
 AE6096  ___________________________________________________________________
 AE6096  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 AE6096  DYNAMIC HT  -           1.799 (meters)       5.90  (feet)  COMP
 AE6096  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 AE6096
 AE6096  VERT ORDER  -  SECOND    CLASS II
 AE6096
 AE6096.The horizontal coordinates were scaled from a topographic map and have
 AE6096.an estimated accuracy of +/- 6 seconds.
 AE6096
 AE6096.The orthometric height was determined by differential leveling
 AE6096.and adjusted in June 1998.
 AE6096
 AE6096.The geoid height was determined by GEOID03.
 AE6096
 AE6096.The dynamic height is computed by dividing the NAVD 88
 AE6096.geopotential number by the normal gravity value computed on the
 AE6096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6096.degrees latitude (g = 980.6199 gals.).
 AE6096
 AE6096.The modeled gravity was interpolated from observed gravity values.
 AE6096
 AE6096;                    North         East    Units  Estimated Accuracy
 AE6096;SPC NC       -   187,870.      805,340.      MT  (+/- 180 meters Scaled)
 AE6096
 AE6096                          SUPERSEDED SURVEY CONTROL
 AE6096
 AE6096.No superseded survey control is available for this station.
 AE6096
 AE6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE325216(NAD 83)
 AE6096_MARKER: DB = BENCH MARK DISK
 AE6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6096_STAMPING: BEA 82 1988
 AE6096_MARK LOGO: NCGS  
 AE6096_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6096+STABILITY: SURFACE MOTION
 AE6096
 AE6096  HISTORY     - Date     Condition        Report By
 AE6096  HISTORY     - 1988     MONUMENTED       NCGS
 AE6096
 AE6096                          STATION DESCRIPTION
 AE6096
 AE6096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6096'STATION IS LOCATED ABOUT 11.4 KM (7.10 MI) NORTH-NORTHEAST OF EDWARDS.
 AE6096'PROCEED ALONG SR 1932 FOR 9.3 KM (5.75 MI) NORTH FROM NC 33, 0.1 KM
 AE6096'(0.05 MI) SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1100, THENCE
 AE6096'NORTHEAST ALONG SR 1100 FOR 3.3 KM (2.05 MI) TO SR 1101, THENCE EAST
 AE6096'ALONG SR 1101 FOR 0.45 KM (0.25 MI) TO THE INTERSECTION WITH A
 AE6096'DRIVEWAY LEADING TO A FRAME HOUSE, AND THE STATION IN THE SOUTHWEST
 AE6096'EDGE OF THE YARD, NEAR THE WOODS LINE AND APPROXIMATELY 100 YARDS EAST
 AE6096'OF SR 1101. MARK IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 82.6 M
 AE6096'(271.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 30.47 M (99.97 FT)
 AE6096'EAST OF THE NORTHEAST CORNER OF PORCH OF FRAME HOUSE, 33.53 M (110.01
 AE6096'FT) SOUTHWEST OF MEAN WATER LINE OF THE RIVER, AND 6.1 M (20.0 FT)
 AE6096'NORTHEAST OF A 48-INCH OAK WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6099 ***********************************************************************
 AE6099  DESIGNATION -  BEA 83
 AE6099  PID         -  AE6099
 AE6099  STATE/COUNTY-  NC/BEAUFORT
 AE6099  USGS QUAD   -  SOUTH CREEK (1993)
 AE6099
 AE6099                         *CURRENT SURVEY CONTROL
 AE6099  ___________________________________________________________________
 AE6099* NAD 83(1986)-  35 17 13.     (N)    076 41 11.     (W)     SCALED    
 AE6099* NAVD 88     -         1.665  (meters)       5.46   (feet)  ADJUSTED  
 AE6099  ___________________________________________________________________
 AE6099  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 AE6099  DYNAMIC HT  -           1.664 (meters)       5.46  (feet)  COMP
 AE6099  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 AE6099
 AE6099  VERT ORDER  -  SECOND    CLASS II
 AE6099
 AE6099.The horizontal coordinates were scaled from a topographic map and have
 AE6099.an estimated accuracy of +/- 6 seconds.
 AE6099
 AE6099.The orthometric height was determined by differential leveling
 AE6099.and adjusted in June 1998.
 AE6099
 AE6099.The geoid height was determined by GEOID03.
 AE6099
 AE6099.The dynamic height is computed by dividing the NAVD 88
 AE6099.geopotential number by the normal gravity value computed on the
 AE6099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6099.degrees latitude (g = 980.6199 gals.).
 AE6099
 AE6099.The modeled gravity was interpolated from observed gravity values.
 AE6099
 AE6099;                    North         East    Units  Estimated Accuracy
 AE6099;SPC NC       -   172,950.      820,020.      MT  (+/- 180 meters Scaled)
 AE6099
 AE6099                          SUPERSEDED SURVEY CONTROL
 AE6099
 AE6099.No superseded survey control is available for this station.
 AE6099
 AE6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE466061(NAD 83)
 AE6099_MARKER: DB = BENCH MARK DISK
 AE6099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6099_SP_SET: BRIDGE WINGWALL
 AE6099_STAMPING: BEA 83 1988
 AE6099_MARK LOGO: NCGS  
 AE6099_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6099+STABILITY: SURFACE MOTION
 AE6099
 AE6099  HISTORY     - Date     Condition        Report By
 AE6099  HISTORY     - 1988     MONUMENTED       NCGS
 AE6099
 AE6099                          STATION DESCRIPTION
 AE6099
 AE6099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE6099'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) EAST OF AURORA. IN THE
 AE6099'VILLAGE OF CAMPBELLS CREEK, AT THE EAST END OF THE NC 33 BRIDGE OVER
 AE6099'CAMPBELLS CREEK. MARK IS SET IN A DRILL HOLE IN THE BRIDGE WINGWALL.
 AE6099'LOCATED 4.3 M (14.1 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AE6099'HIGHWAY, AND 0.5 M (1.6 FT) EAST-NORTHEAST OF THE SOUTHEAST BRIDGE
 AE6099'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8664 ***********************************************************************
 AH8664  DESIGNATION -  BEA 85
 AH8664  PID         -  AH8664
 AH8664  STATE/COUNTY-  NC/BEAUFORT
 AH8664  USGS QUAD   -  HACKNEY (1983)
 AH8664
 AH8664                         *CURRENT SURVEY CONTROL
 AH8664  ___________________________________________________________________
 AH8664* NAD 83(1986)-  35 29 39.     (N)    077 03 17.     (W)     SCALED    
 AH8664* NAVD 88     -         6.013  (meters)      19.73   (feet)  ADJUSTED  
 AH8664  ___________________________________________________________________
 AH8664  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 AH8664  DYNAMIC HT  -           6.008 (meters)      19.71  (feet)  COMP
 AH8664  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 AH8664
 AH8664  VERT ORDER  -  SECOND    CLASS II
 AH8664
 AH8664.The horizontal coordinates were scaled from a topographic map and have
 AH8664.an estimated accuracy of +/- 6 seconds.
 AH8664
 AH8664.The orthometric height was determined by differential leveling
 AH8664.and adjusted in May 2000.
 AH8664
 AH8664.The geoid height was determined by GEOID03.
 AH8664
 AH8664.The dynamic height is computed by dividing the NAVD 88
 AH8664.geopotential number by the normal gravity value computed on the
 AH8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8664.degrees latitude (g = 980.6199 gals.).
 AH8664
 AH8664.The modeled gravity was interpolated from observed gravity values.
 AH8664
 AH8664;                    North         East    Units  Estimated Accuracy
 AH8664;SPC NC       -   195,210.      786,080.      MT  (+/- 180 meters Scaled)
 AH8664
 AH8664                          SUPERSEDED SURVEY CONTROL
 AH8664
 AH8664.No superseded survey control is available for this station.
 AH8664
 AH8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE136297(NAD 83)
 AH8664_MARKER: DB = BENCH MARK DISK
 AH8664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8664_SP_SET: CULVERT PIPE
 AH8664_STAMPING: BEA 85 1990
 AH8664_MARK LOGO: NCGS  
 AH8664_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8664+STABILITY: SURFACE MOTION
 AH8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8664+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8664
 AH8664  HISTORY     - Date     Condition        Report By
 AH8664  HISTORY     - 1990     MONUMENTED       NCGS
 AH8664
 AH8664                          STATION DESCRIPTION
 AH8664
 AH8664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8664'STATION IS LOCATED ABOUT 4.67 KM (2.90 MI) EAST-SOUTHEAST OF
 AH8664'CHOCOWINITY. PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM
 AH8664'US 17, THENCE SOUTHEAST ALONG SR 1123 (OLD BLOUNTS CREEK RD) FOR 1.50
 AH8664'MI (2.41 KM) TO STATION, IN THE NORTH END OF A 48-INCH CONCRETE
 AH8664'CULVERT PIPE. MARK IS ABOUT 3-FEET LOWER THAN THE ROAD. LOCATED 8.31 M
 AH8664'(27.26 FT) NORTHEAST OF THE CENTERLINE OF SR 1123, 24.82 M (81.43 FT)
 AH8664'WEST-NORTHWEST OF A-BURIED CABLE-WARNING POST, AND 7.22 M (23.69 FT)
 AH8664'WEST OF A 16-INCH GUM WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8691 ***********************************************************************
 AH8691  DESIGNATION -  BEA 85 RESET
 AH8691  PID         -  AH8691
 AH8691  STATE/COUNTY-  NC/BEAUFORT
 AH8691  USGS QUAD   -  HACKNEY (1983)
 AH8691
 AH8691                         *CURRENT SURVEY CONTROL
 AH8691  ___________________________________________________________________
 AH8691* NAD 83(1986)-  35 29 48.     (N)    077 03 24.     (W)     SCALED    
 AH8691* NAVD 88     -         9.588  (meters)      31.46   (feet)  ADJUSTED  
 AH8691  ___________________________________________________________________
 AH8691  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AH8691  DYNAMIC HT  -           9.580 (meters)      31.43  (feet)  COMP
 AH8691  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 AH8691
 AH8691  VERT ORDER  -  SECOND    CLASS II
 AH8691
 AH8691.The horizontal coordinates were scaled from a topographic map and have
 AH8691.an estimated accuracy of +/- 6 seconds.
 AH8691
 AH8691.The orthometric height was determined by differential leveling
 AH8691.and adjusted in May 2000.
 AH8691.No vertical observational check was made to the station.
 AH8691
 AH8691.The geoid height was determined by GEOID03.
 AH8691
 AH8691.The dynamic height is computed by dividing the NAVD 88
 AH8691.geopotential number by the normal gravity value computed on the
 AH8691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8691.degrees latitude (g = 980.6199 gals.).
 AH8691
 AH8691.The modeled gravity was interpolated from observed gravity values.
 AH8691
 AH8691;                    North         East    Units  Estimated Accuracy
 AH8691;SPC NC       -   195,480.      785,890.      MT  (+/- 180 meters Scaled)
 AH8691
 AH8691                          SUPERSEDED SURVEY CONTROL
 AH8691
 AH8691.No superseded survey control is available for this station.
 AH8691
 AH8691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE134300(NAD 83)
 AH8691_MARKER: DB = BENCH MARK DISK
 AH8691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8691_SP_SET: ENTRANCE PAD
 AH8691_STAMPING: BEA 85 RESET 1996
 AH8691_MARK LOGO: NCGS  
 AH8691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8691
 AH8691  HISTORY     - Date     Condition        Report By
 AH8691  HISTORY     - 1996     MONUMENTED       NCGS
 AH8691
 AH8691                          STATION DESCRIPTION
 AH8691
 AH8691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AH8691'STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH OF WASHINGTON AND 2.7
 AH8691'MI (4.3 KM) EAST-SOUTHEAST OF CHOCOWINITY, IN THE CYPRESS LANDING
 AH8691'DEVELOPMENT. PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM
 AH8691'US 17 TO SR 1123 (OLD BLOUNTS CREEK ROAD), THENCE SOUTHEAST ALONG SR
 AH8691'1123 FOR 1.25 MI (2.01 KM) TO THE GOLF COURSE MAINTENANCE BUILDING ON
 AH8691'THE NORTHEASTERN SIDE OF SR 1123, AND THE STATION, SET IN A 4-FT BY
 AH8691'10-FT BY 6-INCH THICK CONCRETE ENTRANCE PAD ON THE SOUTHEAST SIDE OF
 AH8691'THE BUILDING. MARK IS LEVEL WITH DRIVEWAY AND FLUSH WITH PAD. LOCATED
 AH8691'2.0 FT (0.6 M) SOUTHEAST OF THE SOUTHEAST SIDE OF THE BUILDING, 1.5 FT
 AH8691'(0.5 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE PAD, 2.0 FT
 AH8691'(0.6 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE PAD, 43.2 FT (13.2 M)
 AH8691'SOUTHWEST OF THE EAST CORNER AND 97.3 FT (29.7 M) NORTHEAST OF THE
 AH8691'SOUTH CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8665 ***********************************************************************
 AH8665  DESIGNATION -  BEA 86
 AH8665  PID         -  AH8665
 AH8665  STATE/COUNTY-  NC/BEAUFORT
 AH8665  USGS QUAD   -  HACKNEY (1983)
 AH8665
 AH8665                         *CURRENT SURVEY CONTROL
 AH8665  ___________________________________________________________________
 AH8665* NAD 83(1986)-  35 28 50.     (N)    077 02 19.     (W)     SCALED    
 AH8665* NAVD 88     -         9.748  (meters)      31.98   (feet)  ADJUSTED  
 AH8665  ___________________________________________________________________
 AH8665  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 AH8665  DYNAMIC HT  -           9.739 (meters)      31.95  (feet)  COMP
 AH8665  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 AH8665
 AH8665  VERT ORDER  -  SECOND    CLASS II
 AH8665
 AH8665.The horizontal coordinates were scaled from a topographic map and have
 AH8665.an estimated accuracy of +/- 6 seconds.
 AH8665
 AH8665.The orthometric height was determined by differential leveling
 AH8665.and adjusted in May 2000.
 AH8665
 AH8665.The geoid height was determined by GEOID03.
 AH8665
 AH8665.The dynamic height is computed by dividing the NAVD 88
 AH8665.geopotential number by the normal gravity value computed on the
 AH8665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8665.degrees latitude (g = 980.6199 gals.).
 AH8665
 AH8665.The modeled gravity was interpolated from observed gravity values.
 AH8665
 AH8665;                    North         East    Units  Estimated Accuracy
 AH8665;SPC NC       -   193,730.      787,570.      MT  (+/- 180 meters Scaled)
 AH8665
 AH8665                          SUPERSEDED SURVEY CONTROL
 AH8665
 AH8665.No superseded survey control is available for this station.
 AH8665
 AH8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE150282(NAD 83)
 AH8665_MARKER: N = NAIL
 AH8665_SETTING: 0 = UNSPECIFIED SETTING
 AH8665_STAMPING: BEA 86 1990
 AH8665_MARK LOGO: NCGS  
 AH8665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8665+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8665
 AH8665  HISTORY     - Date     Condition        Report By
 AH8665  HISTORY     - 1990     MONUMENTED       NCGS
 AH8665
 AH8665                          STATION DESCRIPTION
 AH8665
 AH8665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8665'STATION IS LOCATED ABOUT 6.68 KM (4.15 MI) SOUTHEAST OF CHOCOWINITY.
 AH8665'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8665'SOUTHEAST ALONG SR 1123 (OLD BLOUNTS CREEK RD) FOR 2.90 MI (4.67 KM)
 AH8665'TO SR 1177 (MOORES BEACH RD) AND STATION, IN THE NORTHWEST QUADRANT OF
 AH8665'THE INTERSECTION. MARK IS A PK NAIL AND WASHER IN THE TOP OF AN NCDOT
 AH8665'RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH THE ROAD AND PROJECTING 8 INCHES
 AH8665'ABOVE GROUND. LOCATED 8.65 M (28.38 FT) NORTHEAST OF THE CENTERLINE OF
 AH8665'SR 1177, 34.53 M (113.29 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR
 AH8665'1123, AND 3.0 M (9.8 FT) SOUTH-SOUTHEAST OF AN 8-INCH PINE WITH A
 AH8665'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8666 ***********************************************************************
 AH8666  DESIGNATION -  BEA 87
 AH8666  PID         -  AH8666
 AH8666  STATE/COUNTY-  NC/BEAUFORT
 AH8666  USGS QUAD   -  HACKNEY (1983)
 AH8666
 AH8666                         *CURRENT SURVEY CONTROL
 AH8666  ___________________________________________________________________
 AH8666* NAD 83(1986)-  35 28 25.     (N)    077 01 48.     (W)     SCALED    
 AH8666* NAVD 88     -         7.958  (meters)      26.11   (feet)  ADJUSTED  
 AH8666  ___________________________________________________________________
 AH8666  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 AH8666  DYNAMIC HT  -           7.951 (meters)      26.09  (feet)  COMP
 AH8666  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 AH8666
 AH8666  VERT ORDER  -  SECOND    CLASS II
 AH8666
 AH8666.The horizontal coordinates were scaled from a topographic map and have
 AH8666.an estimated accuracy of +/- 6 seconds.
 AH8666
 AH8666.The orthometric height was determined by differential leveling
 AH8666.and adjusted in May 2000.
 AH8666.No vertical observational check was made to the station.
 AH8666
 AH8666.The geoid height was determined by GEOID03.
 AH8666
 AH8666.The dynamic height is computed by dividing the NAVD 88
 AH8666.geopotential number by the normal gravity value computed on the
 AH8666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8666.degrees latitude (g = 980.6199 gals.).
 AH8666
 AH8666.The modeled gravity was interpolated from observed gravity values.
 AH8666
 AH8666;                    North         East    Units  Estimated Accuracy
 AH8666;SPC NC       -   192,980.      788,360.      MT  (+/- 180 meters Scaled)
 AH8666
 AH8666                          SUPERSEDED SURVEY CONTROL
 AH8666
 AH8666.No superseded survey control is available for this station.
 AH8666
 AH8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE158274(NAD 83)
 AH8666_MARKER: DB = BENCH MARK DISK
 AH8666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8666_STAMPING: BEA 87 1990
 AH8666_MARK LOGO: NCGS  
 AH8666_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8666+STABILITY: SURFACE MOTION
 AH8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8666+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8666
 AH8666  HISTORY     - Date     Condition        Report By
 AH8666  HISTORY     - 1990     MONUMENTED       NCGS
 AH8666
 AH8666                          STATION DESCRIPTION
 AH8666
 AH8666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8666'STATION IS LOCATED ABOUT 6.84 KM (4.25 MI) EAST-SOUTHEAST OF
 AH8666'CHOCOWINITY. PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM
 AH8666'US 17, THENCE SOUTHEAST 2.90 MI (4.67 KM) ALONG SR 1123 (OLD BLOUNTS
 AH8666'CREEK RD), THENCE NORTHEAST ALONG SR 1177 (MOORES BEACH RD) FOR 0.75
 AH8666'MI (1.21 KM) TO STATION, ON THE NORTH SIDE OF A Y-INTERSECTION OF TWO
 AH8666'PRIVATE ROADS, AND ON THE PROLONGED CENTERLINE OF SR 1177. MARK IS
 AH8666'ABOUT 2-FEET LOWER THAN ROAD AND RECESSED ABOUT 4 INCHES BELOW GROUND.
 AH8666'LOCATED 7.00 M (22.97 FT) NORTHWEST OF THE CENTERLINE OF RIDGECREST
 AH8666'DRIVE, 11.00 M (36.09 FT) SOUTHEAST OF THE CENTERLINE OF HILLCREST
 AH8666'DRIVE, 3.75 M (12.30 FT) EAST-NORTHEAST OF THE EASTERNMOST--MOORES
 AH8666'BEACH--SIGN POST--AND 1.08 M (3.54 FT) NORTH OF THE WESTERNMOST LEG OF
 AH8666'A BARRICADE POST, 6.70 M (21.98 FT) SOUTHWEST OF A 26-INCH OAK--BOTH
 AH8666'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8667 ***********************************************************************
 AH8667  DESIGNATION -  BEA 88
 AH8667  PID         -  AH8667
 AH8667  STATE/COUNTY-  NC/BEAUFORT
 AH8667  USGS QUAD   -  HACKNEY (1983)
 AH8667
 AH8667                         *CURRENT SURVEY CONTROL
 AH8667  ___________________________________________________________________
 AH8667* NAD 83(1986)-  35 28 15.     (N)    077 01 43.     (W)     SCALED    
 AH8667* NAVD 88     -         8.746  (meters)      28.69   (feet)  ADJUSTED  
 AH8667  ___________________________________________________________________
 AH8667  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 AH8667  DYNAMIC HT  -           8.738 (meters)      28.67  (feet)  COMP
 AH8667  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 AH8667
 AH8667  VERT ORDER  -  SECOND    CLASS II
 AH8667
 AH8667.The horizontal coordinates were scaled from a topographic map and have
 AH8667.an estimated accuracy of +/- 6 seconds.
 AH8667
 AH8667.The orthometric height was determined by differential leveling
 AH8667.and adjusted in May 2000.
 AH8667
 AH8667.The geoid height was determined by GEOID03.
 AH8667
 AH8667.The dynamic height is computed by dividing the NAVD 88
 AH8667.geopotential number by the normal gravity value computed on the
 AH8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8667.degrees latitude (g = 980.6199 gals.).
 AH8667
 AH8667.The modeled gravity was interpolated from observed gravity values.
 AH8667
 AH8667;                    North         East    Units  Estimated Accuracy
 AH8667;SPC NC       -   192,670.      788,500.      MT  (+/- 180 meters Scaled)
 AH8667
 AH8667                          SUPERSEDED SURVEY CONTROL
 AH8667
 AH8667.No superseded survey control is available for this station.
 AH8667
 AH8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE159271(NAD 83)
 AH8667_MARKER: DB = BENCH MARK DISK
 AH8667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8667_SP_SET: CULVERT PIPE
 AH8667_STAMPING: BEA 88 1990
 AH8667_MARK LOGO: NCGS  
 AH8667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8667+STABILITY: SURFACE MOTION
 AH8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8667+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8667
 AH8667  HISTORY     - Date     Condition        Report By
 AH8667  HISTORY     - 1990     MONUMENTED       NCGS
 AH8667
 AH8667                          STATION DESCRIPTION
 AH8667
 AH8667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8667'STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) SOUTHEAST OF CHOCOWINITY.
 AH8667'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8667'SOUTHEAST ALONG SR 1123 (OLD BLOUNTS CREEK RD) FOR 3.80 MI (6.12 KM)
 AH8667'TO SR 1190 AND STATION, IN THE NORTH END OF A CONCRETE CULVERT PIPE.
 AH8667'MARK IS ABOUT 4-FEET LOWER THAN THE ROAD. LOCATED 9.15 M (30.02 FT)
 AH8667'NORTHEAST OF THE CENTERLINE OF SR 1123, 60.0 M (196.8 FT)
 AH8667'NORTH-NORTHWEST OF THE CENTERLINE OF THE INTERSECTION, AND 40.75 M
 AH8667'(133.69 FT) NORTHWEST OF A PEDESTAL (98E).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8668 ***********************************************************************
 AH8668  DESIGNATION -  BEA 89
 AH8668  PID         -  AH8668
 AH8668  STATE/COUNTY-  NC/BEAUFORT
 AH8668  USGS QUAD   -  HACKNEY (1983)
 AH8668
 AH8668                         *CURRENT SURVEY CONTROL
 AH8668  ___________________________________________________________________
 AH8668* NAD 83(1986)-  35 27 58.     (N)    077 01 12.     (W)     SCALED    
 AH8668* NAVD 88     -         9.745  (meters)      31.97   (feet)  ADJUSTED  
 AH8668  ___________________________________________________________________
 AH8668  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 AH8668  DYNAMIC HT  -           9.736 (meters)      31.94  (feet)  COMP
 AH8668  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 AH8668
 AH8668  VERT ORDER  -  SECOND    CLASS II
 AH8668
 AH8668.The horizontal coordinates were scaled from a topographic map and have
 AH8668.an estimated accuracy of +/- 6 seconds.
 AH8668
 AH8668.The orthometric height was determined by differential leveling
 AH8668.and adjusted in May 2000.
 AH8668
 AH8668.The geoid height was determined by GEOID03.
 AH8668
 AH8668.The dynamic height is computed by dividing the NAVD 88
 AH8668.geopotential number by the normal gravity value computed on the
 AH8668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8668.degrees latitude (g = 980.6199 gals.).
 AH8668
 AH8668.The modeled gravity was interpolated from observed gravity values.
 AH8668
 AH8668;                    North         East    Units  Estimated Accuracy
 AH8668;SPC NC       -   192,160.      789,290.      MT  (+/- 180 meters Scaled)
 AH8668
 AH8668                          SUPERSEDED SURVEY CONTROL
 AH8668
 AH8668.No superseded survey control is available for this station.
 AH8668
 AH8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE167266(NAD 83)
 AH8668_MARKER: DB = BENCH MARK DISK
 AH8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8668_STAMPING: BEA 89 1990
 AH8668_MARK LOGO: NCGS  
 AH8668_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8668+STABILITY: SURFACE MOTION
 AH8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8668+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8668
 AH8668  HISTORY     - Date     Condition        Report By
 AH8668  HISTORY     - 1990     MONUMENTED       NCGS
 AH8668  HISTORY     - 20030220 MARK NOT FOUND   USPSQD
 AH8668
 AH8668                          STATION DESCRIPTION
 AH8668
 AH8668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8668'STATION IS LOCATED ABOUT 9.01 KM (5.60 MI) SOUTHEAST OF CHOCOWINITY.
 AH8668'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8668'SOUTHEAST FOR 4.15 MI (6.68 KM) ALONG SR 1123 (OLD BLOUNTS CREEK RD),
 AH8668'THENCE EAST ALONG SR 1119 (GILEAD SHORES RD) FOR 0.30 MI (0.48 KM) TO
 AH8668'SR 1122 (RIVER HILLS RD) AND STATION, IN NORTHEAST QUADRANT. MARK IS
 AH8668'ABOUT LEVEL WITH THE ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AH8668'7.95 M (26.08 FT) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1119, 8.30 M
 AH8668'(27.23 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1122, 7.65 M (25.10
 AH8668'FT) WEST OF A PEDESTAL (1119R 9N), AND 18.0 M (59.1 FT)
 AH8668'SOUTH-SOUTHWEST OF A BRACE POLE WITH A REFERENCE TAG.
 AH8668
 AH8668                          STATION RECOVERY (2003)
 AH8668
 AH8668'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 AH8668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4124 ***********************************************************************
 EY4124  DESIGNATION -  BEA 9
 EY4124  PID         -  EY4124
 EY4124  STATE/COUNTY-  NC/BEAUFORT
 EY4124  USGS QUAD   -  PANTEGO (1974)
 EY4124
 EY4124                         *CURRENT SURVEY CONTROL
 EY4124  ___________________________________________________________________
 EY4124* NAD 83(1986)-  35 32 46.     (N)    076 37 32.     (W)     SCALED    
 EY4124* NAVD 88     -         1.900  (meters)       6.23   (feet)  ADJUSTED  
 EY4124  ___________________________________________________________________
 EY4124  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EY4124  DYNAMIC HT  -           1.899 (meters)       6.23  (feet)  COMP
 EY4124  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 EY4124
 EY4124  VERT ORDER  -  SECOND    CLASS II
 EY4124
 EY4124.The horizontal coordinates were scaled from a topographic map and have
 EY4124.an estimated accuracy of +/- 6 seconds.
 EY4124
 EY4124.The orthometric height was determined by differential leveling
 EY4124.and adjusted in June 1991.
 EY4124
 EY4124.The geoid height was determined by GEOID03.
 EY4124
 EY4124.The dynamic height is computed by dividing the NAVD 88
 EY4124.geopotential number by the normal gravity value computed on the
 EY4124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4124.degrees latitude (g = 980.6199 gals.).
 EY4124
 EY4124.The modeled gravity was interpolated from observed gravity values.
 EY4124
 EY4124;                    North         East    Units  Estimated Accuracy
 EY4124;SPC NC       -   201,820.      824,870.      MT  (+/- 180 meters Scaled)
 EY4124
 EY4124                          SUPERSEDED SURVEY CONTROL
 EY4124
 EY4124.No superseded survey control is available for this station.
 EY4124
 EY4124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE526348(NAD 83)
 EY4124_MARKER: DB = BENCH MARK DISK
 EY4124_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY4124+WITH SETTING: PAVEMENT
 EY4124_SP_SET: FOOTING OF WATER TANK
 EY4124_STAMPING: BEA 9 1984
 EY4124_MARK LOGO: NCGS  
 EY4124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4124+STABILITY: SURFACE MOTION
 EY4124
 EY4124  HISTORY     - Date     Condition        Report By
 EY4124  HISTORY     - 1984     MONUMENTED       NCGS
 EY4124
 EY4124                          STATION DESCRIPTION
 EY4124
 EY4124'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4124'IN BELHAVEN.
 EY4124'THE STATION IS LOCATED IN BELHAVEN.  PROCEED ALONG US 264 BUSINESS
 EY4124'(MAIN STREET) FOR 0.5 KM (0.35 MI) SOUTHEAST FROM THE INTERSECTION
 EY4124'WITH NC 92, THENCE NORTHEAST ALONG LEE STREET FOR 0.3 KM (0.2 MI) TO
 EY4124'THE LARGEST WATER TANK IN BELHAVEN AND THE MARK.  MARK IS SET INTO A
 EY4124'DRILLED HOLE IN THE CENTER CONCRETE FOOTING OF THE NEW BELHAVEN WATER
 EY4124'TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8669 ***********************************************************************
 AH8669  DESIGNATION -  BEA 90
 AH8669  PID         -  AH8669
 AH8669  STATE/COUNTY-  NC/BEAUFORT
 AH8669  USGS QUAD   -  HACKNEY (1983)
 AH8669
 AH8669                         *CURRENT SURVEY CONTROL
 AH8669  ___________________________________________________________________
 AH8669* NAD 83(1986)-  35 27 57.     (N)    077 00 25.     (W)     SCALED    
 AH8669* NAVD 88     -         9.307  (meters)      30.53   (feet)  ADJUSTED  
 AH8669  ___________________________________________________________________
 AH8669  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 AH8669  DYNAMIC HT  -           9.298 (meters)      30.51  (feet)  COMP
 AH8669  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 AH8669
 AH8669  VERT ORDER  -  SECOND    CLASS II
 AH8669
 AH8669.The horizontal coordinates were scaled from a topographic map and have
 AH8669.an estimated accuracy of +/- 6 seconds.
 AH8669
 AH8669.The orthometric height was determined by differential leveling
 AH8669.and adjusted in May 2000.
 AH8669
 AH8669.The geoid height was determined by GEOID03.
 AH8669
 AH8669.The dynamic height is computed by dividing the NAVD 88
 AH8669.geopotential number by the normal gravity value computed on the
 AH8669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8669.degrees latitude (g = 980.6199 gals.).
 AH8669
 AH8669.The modeled gravity was interpolated from observed gravity values.
 AH8669
 AH8669;                    North         East    Units  Estimated Accuracy
 AH8669;SPC NC       -   192,150.      790,470.      MT  (+/- 180 meters Scaled)
 AH8669
 AH8669                          SUPERSEDED SURVEY CONTROL
 AH8669
 AH8669.No superseded survey control is available for this station.
 AH8669
 AH8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE178265(NAD 83)
 AH8669_MARKER: DB = BENCH MARK DISK
 AH8669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8669_STAMPING: BEA 90 1990
 AH8669_MARK LOGO: NCGS  
 AH8669_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8669+STABILITY: SURFACE MOTION
 AH8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8669+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8669
 AH8669  HISTORY     - Date     Condition        Report By
 AH8669  HISTORY     - 1990     MONUMENTED       NCGS
 AH8669
 AH8669                          STATION DESCRIPTION
 AH8669
 AH8669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8669'STATION IS LOCATED ABOUT 10.14 KM (6.30 MI) EAST-SOUTHEAST OF
 AH8669'CHOCOWINITY AND 11.75 KM (7.30 MI) NORTH-NORTHWEST OF COXS CROSSROADS.
 AH8669'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8669'SOUTHEAST FOR 4.15 MI (6.68 KM) ALONG SR 1123 (OLD BLOUNTS CREEK RD),
 AH8669'THENCE EAST ALONG SR 1119 (GILEAD SHORES RD) FOR 1.15 MI (1.85 KM) TO
 AH8669'STATION IN THE NORTHWEST CORNER OF A YARD. MARK IS ABOUT LEVEL WITH
 AH8669'ROAD AND RECESSED 5 INCHES BELOW GROUND. LOCATED 7.71 M (25.30 FT)
 AH8669'SOUTH OF THE CENTERLINE OF SR 1119, 27.53 M (90.32 FT) NORTHEAST OF
 AH8669'THE NORTHWEST CORNER OF A 1-STORY BRICK HOUSE, 17.11 M (56.14 FT)
 AH8669'WEST-SOUTHWEST OF THE SOUTH END OF A CULVERT, AND 37.81 M (124.05 FT)
 AH8669'EAST-SOUTHEAST OF THE EAST END OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8670 ***********************************************************************
 AH8670  DESIGNATION -  BEA 91
 AH8670  PID         -  AH8670
 AH8670  STATE/COUNTY-  NC/BEAUFORT
 AH8670  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8670
 AH8670                         *CURRENT SURVEY CONTROL
 AH8670  ___________________________________________________________________
 AH8670* NAD 83(1986)-  35 27 50.     (N)    076 59 33.     (W)     SCALED    
 AH8670* NAVD 88     -         9.752  (meters)      31.99   (feet)  ADJUSTED  
 AH8670  ___________________________________________________________________
 AH8670  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 AH8670  DYNAMIC HT  -           9.743 (meters)      31.97  (feet)  COMP
 AH8670  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 AH8670
 AH8670  VERT ORDER  -  SECOND    CLASS II
 AH8670
 AH8670.The horizontal coordinates were scaled from a topographic map and have
 AH8670.an estimated accuracy of +/- 6 seconds.
 AH8670
 AH8670.The orthometric height was determined by differential leveling
 AH8670.and adjusted in May 2000.
 AH8670
 AH8670.The geoid height was determined by GEOID03.
 AH8670
 AH8670.The dynamic height is computed by dividing the NAVD 88
 AH8670.geopotential number by the normal gravity value computed on the
 AH8670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8670.degrees latitude (g = 980.6199 gals.).
 AH8670
 AH8670.The modeled gravity was interpolated from observed gravity values.
 AH8670
 AH8670;                    North         East    Units  Estimated Accuracy
 AH8670;SPC NC       -   191,960.      791,790.      MT  (+/- 180 meters Scaled)
 AH8670
 AH8670                          SUPERSEDED SURVEY CONTROL
 AH8670
 AH8670.No superseded survey control is available for this station.
 AH8670
 AH8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE192263(NAD 83)
 AH8670_MARKER: DB = BENCH MARK DISK
 AH8670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8670_STAMPING: BEA 91 1990
 AH8670_MARK LOGO: NCGS  
 AH8670_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8670+STABILITY: SURFACE MOTION
 AH8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8670+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8670
 AH8670  HISTORY     - Date     Condition        Report By
 AH8670  HISTORY     - 1990     MONUMENTED       NCGS
 AH8670
 AH8670                          STATION DESCRIPTION
 AH8670
 AH8670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8670'STATION IS LOCATED ABOUT 11.03 KM (6.85 MI) EAST-SOUTHEAST OF
 AH8670'CHOCOWINITY AND 11.27 KM (7.00 MI) NORTH-NORTHWEST OF COXS CROSSROADS.
 AH8670'PROCEED ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8670'SOUTHEAST FOR 4.15 MI (6.68 KM) ALONG SR 1123 (OLD BLOUNTS CREEK RD),
 AH8670'THENCE EAST ALONG SR 1119 (GILEAD SHORES RD) FOR 2.05 MI (3.30 KM) TO
 AH8670'SR 1121 (CAMP HARDEE RD) AND STATION, IN THE NORTHWEST QUADRANT OF THE
 AH8670'INTERSECTION. MARK IS ABOUT 1-FOOT LOWER THAN ROAD AND RECESSED 3
 AH8670'INCHES BELOW GROUND. LOCATED 11.0 M (36.1 FT) NORTHEAST OF THE
 AH8670'CENTERLINE OF SR 1119, 16.94 M (55.58 FT) NORTH OF THE CENTERLINE OF
 AH8670'THE INTERSECTION, 14.55 M (47.74 FT) SOUTHWEST OF A PEDESTAL
 AH8670'(1121R1E), AND 3.0 M (9.8 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 AH8670'TRANSFORMER AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8671 ***********************************************************************
 AH8671  DESIGNATION -  BEA 92
 AH8671  PID         -  AH8671
 AH8671  STATE/COUNTY-  NC/BEAUFORT
 AH8671  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8671
 AH8671                         *CURRENT SURVEY CONTROL
 AH8671  ___________________________________________________________________
 AH8671* NAD 83(1986)-  35 27 08.     (N)    076 59 07.     (W)     SCALED    
 AH8671* NAVD 88     -         9.900  (meters)      32.48   (feet)  ADJUSTED  
 AH8671  ___________________________________________________________________
 AH8671  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 AH8671  DYNAMIC HT  -           9.891 (meters)      32.45  (feet)  COMP
 AH8671  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 AH8671
 AH8671  VERT ORDER  -  SECOND    CLASS II
 AH8671
 AH8671.The horizontal coordinates were scaled from a topographic map and have
 AH8671.an estimated accuracy of +/- 6 seconds.
 AH8671
 AH8671.The orthometric height was determined by differential leveling
 AH8671.and adjusted in May 2000.
 AH8671
 AH8671.The geoid height was determined by GEOID03.
 AH8671
 AH8671.The dynamic height is computed by dividing the NAVD 88
 AH8671.geopotential number by the normal gravity value computed on the
 AH8671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8671.degrees latitude (g = 980.6199 gals.).
 AH8671
 AH8671.The modeled gravity was interpolated from observed gravity values.
 AH8671
 AH8671;                    North         East    Units  Estimated Accuracy
 AH8671;SPC NC       -   190,680.      792,470.      MT  (+/- 180 meters Scaled)
 AH8671
 AH8671                          SUPERSEDED SURVEY CONTROL
 AH8671
 AH8671.No superseded survey control is available for this station.
 AH8671
 AH8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE198250(NAD 83)
 AH8671_MARKER: DB = BENCH MARK DISK
 AH8671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8671_STAMPING: BEA 92 1990
 AH8671_MARK LOGO: NCGS  
 AH8671_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8671+STABILITY: SURFACE MOTION
 AH8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8671+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8671
 AH8671  HISTORY     - Date     Condition        Report By
 AH8671  HISTORY     - 1990     MONUMENTED       NCGS
 AH8671
 AH8671                          STATION DESCRIPTION
 AH8671
 AH8671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8671'STATION IS LOCATED ABOUT 9.66 KM (6.00 MI) NORTH-NORTHWEST OF COXS
 AH8671'CROSSROADS AND 12.47 KM (7.75 MI) SOUTHEAST OF CHOCOWINITY. PROCEED
 AH8671'ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8671'SOUTHEAST FOR 4.15 MI (6.68 KM) ALONG SR 1123 (OLD BLOUNTS CREEK RD),
 AH8671'THENCE EAST ALONG SR 1119 (GILEAD SHORES RD) FOR 3.0 MI (4.8 KM) TO SR
 AH8671'1118 (EPHESUS CHURCH RD) AND THE STATION, IN THE SOUTHEAST QUADRANT
 AH8671'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 3 INCHES BELOW GROUND.
 AH8671'LOCATED 13.30 M (43.64 FT) WEST-SOUTHWEST OF THE CENTERLINE OF SR
 AH8671'1119, 11.85 M (38.88 FT) SOUTHEAST OF THE CENTERLINE OF SR 1118, 30.05
 AH8671'M (98.59 FT) SOUTHWEST OF A PEDESTAL (111 9 RP79N), AND 7.72 M (25.33
 AH8671'FT) NORTH OF AN 18-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8672 ***********************************************************************
 AH8672  DESIGNATION -  BEA 93
 AH8672  PID         -  AH8672
 AH8672  STATE/COUNTY-  NC/BEAUFORT
 AH8672  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8672
 AH8672                         *CURRENT SURVEY CONTROL
 AH8672  ___________________________________________________________________
 AH8672* NAD 83(1986)-  35 26 40.     (N)    076 59 30.     (W)     SCALED    
 AH8672* NAVD 88     -         9.570  (meters)      31.40   (feet)  ADJUSTED  
 AH8672  ___________________________________________________________________
 AH8672  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 AH8672  DYNAMIC HT  -           9.562 (meters)      31.37  (feet)  COMP
 AH8672  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 AH8672
 AH8672  VERT ORDER  -  SECOND    CLASS II
 AH8672
 AH8672.The horizontal coordinates were scaled from a topographic map and have
 AH8672.an estimated accuracy of +/- 6 seconds.
 AH8672
 AH8672.The orthometric height was determined by differential leveling
 AH8672.and adjusted in May 2000.
 AH8672
 AH8672.The geoid height was determined by GEOID03.
 AH8672
 AH8672.The dynamic height is computed by dividing the NAVD 88
 AH8672.geopotential number by the normal gravity value computed on the
 AH8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8672.degrees latitude (g = 980.6199 gals.).
 AH8672
 AH8672.The modeled gravity was interpolated from observed gravity values.
 AH8672
 AH8672;                    North         East    Units  Estimated Accuracy
 AH8672;SPC NC       -   189,810.      791,910.      MT  (+/- 180 meters Scaled)
 AH8672
 AH8672                          SUPERSEDED SURVEY CONTROL
 AH8672
 AH8672.No superseded survey control is available for this station.
 AH8672
 AH8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE192241(NAD 83)
 AH8672_MARKER: DB = BENCH MARK DISK
 AH8672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8672_STAMPING: BEA 93 1990
 AH8672_MARK LOGO: NCGS  
 AH8672_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8672+STABILITY: SURFACE MOTION
 AH8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8672+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8672
 AH8672  HISTORY     - Date     Condition        Report By
 AH8672  HISTORY     - 1990     MONUMENTED       NCGS
 AH8672
 AH8672                          STATION DESCRIPTION
 AH8672
 AH8672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8672'STATION IS LOCATED ABOUT 9.25 KM (5.75 MI) NORTH-NORTHWEST OF COXS
 AH8672'CROSSROADS AND 12.39 KM (7.70 MI) SOUTHEAST OF CHOCOWINITY. PROCEED
 AH8672'ALONG NC 33 FOR 1.55 MI (2.49 KM) SOUTHEAST FROM US 17, THENCE
 AH8672'SOUTHEAST FOR 4.15 MI (6.68 KM) ALONG SR 1123 (OLD BLOUNTS CREEK RD),
 AH8672'THENCE EAST FOR 3.0 MI (4.8 KM) ALONG SR 1119 (GILEAD SHORES RD),
 AH8672'THENCE SOUTHWEST ALONG SR 1118 (EPHESUS CHURCH RD) FOR 0.7 MI (1.1 KM)
 AH8672'TO STATION, ACROSS FROM A 2-STORY FRAME HOUSE, BESIDE A POWER POLE.
 AH8672'MARK IS ABOUT 1-FOOT LOWER THAN ROAD AND RECESSED 2 INCHES BELOW
 AH8672'GROUND. LOCATED 8.91 M (29.23 FT) NORTHWEST OF THE CENTERLINE OF SR
 AH8672'1118, 18.72 M (61.42 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 AH8672'BARN, 19.12 M (62.73 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AH8672'SHED, 7.44 M (24.41 FT) NORTH-NORTHEAST OF THE NORTH END OF A CULVERT,
 AH8672'AND 2.00 M (6.56 FT) NORTH-NORTHWEST OF A POWER POLE WITH A
 AH8672'TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8673 ***********************************************************************
 AH8673  DESIGNATION -  BEA 94
 AH8673  PID         -  AH8673
 AH8673  STATE/COUNTY-  NC/BEAUFORT
 AH8673  USGS QUAD   -  HACKNEY (1983)
 AH8673
 AH8673                         *CURRENT SURVEY CONTROL
 AH8673  ___________________________________________________________________
 AH8673* NAD 83(1986)-  35 25 38.     (N)    077 00 19.     (W)     SCALED    
 AH8673* NAVD 88     -         9.932  (meters)      32.59   (feet)  ADJUSTED  
 AH8673  ___________________________________________________________________
 AH8673  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 AH8673  DYNAMIC HT  -           9.924 (meters)      32.56  (feet)  COMP
 AH8673  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 AH8673
 AH8673  VERT ORDER  -  SECOND    CLASS II
 AH8673
 AH8673.The horizontal coordinates were scaled from a topographic map and have
 AH8673.an estimated accuracy of +/- 6 seconds.
 AH8673
 AH8673.The orthometric height was determined by differential leveling
 AH8673.and adjusted in May 2000.
 AH8673
 AH8673.The geoid height was determined by GEOID03.
 AH8673
 AH8673.The dynamic height is computed by dividing the NAVD 88
 AH8673.geopotential number by the normal gravity value computed on the
 AH8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8673.degrees latitude (g = 980.6199 gals.).
 AH8673
 AH8673.The modeled gravity was interpolated from observed gravity values.
 AH8673
 AH8673;                    North         East    Units  Estimated Accuracy
 AH8673;SPC NC       -   187,870.      790,710.      MT  (+/- 180 meters Scaled)
 AH8673
 AH8673                          SUPERSEDED SURVEY CONTROL
 AH8673
 AH8673.No superseded survey control is available for this station.
 AH8673
 AH8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE179222(NAD 83)
 AH8673_MARKER: N = NAIL
 AH8673_SETTING: 0 = UNSPECIFIED SETTING
 AH8673_STAMPING: BEA 94 1990
 AH8673_MARK LOGO: NCGS  
 AH8673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8673+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8673
 AH8673  HISTORY     - Date     Condition        Report By
 AH8673  HISTORY     - 1990     MONUMENTED       NCGS
 AH8673
 AH8673                          STATION DESCRIPTION
 AH8673
 AH8673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8673'STATION IS LOCATED 8.86 KM (5.50 MI) NORTH-NORTHWEST OF COXS
 AH8673'CROSSROADS. PROCEED ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE
 AH8673'BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST ALONG
 AH8673'SR 1114 (CLAY BOTTOM SCHOOL RD) FOR 2.35 MI (3.78 KM) TO SR 1118
 AH8673'(EPHESUS CHURCH RD), ON THE NORTH SIDE OF THE INTERSECTION. MARK IS A
 AH8673'PK NAIL AND WASHER IN THE TOP OF A RIGHT-OF-WAY MARKER, ABOUT 3-FEET
 AH8673'LOWER THAN ROAD AND PROJECTING 4 INCHES ABOVE GROUND. LOCATED 8.20 M
 AH8673'(26.90 FT) NORTHWEST OF THE CENTERLINE OF SR 1118, 19.65 M (64.47 FT)
 AH8673'EAST-NORTHEAST OF THE CENTERLINE OF SR 1114, 3.70 M (12.14 FT)
 AH8673'EAST-NORTHEAST OF THE WEST END OF A CULVERT, AND 7.75 M (25.43 FT)
 AH8673'SOUTH OF AN 18-INCH OAK WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8674 ***********************************************************************
 AH8674  DESIGNATION -  BEA 95
 AH8674  PID         -  AH8674
 AH8674  STATE/COUNTY-  NC/BEAUFORT
 AH8674  USGS QUAD   -  HACKNEY (1983)
 AH8674
 AH8674                         *CURRENT SURVEY CONTROL
 AH8674  ___________________________________________________________________
 AH8674* NAD 83(1986)-  35 24 51.     (N)    077 00 13.     (W)     SCALED    
 AH8674* NAVD 88     -         8.399  (meters)      27.56   (feet)  ADJUSTED  
 AH8674  ___________________________________________________________________
 AH8674  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 AH8674  DYNAMIC HT  -           8.391 (meters)      27.53  (feet)  COMP
 AH8674  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 AH8674
 AH8674  VERT ORDER  -  SECOND    CLASS II
 AH8674
 AH8674.The horizontal coordinates were scaled from a topographic map and have
 AH8674.an estimated accuracy of +/- 6 seconds.
 AH8674
 AH8674.The orthometric height was determined by differential leveling
 AH8674.and adjusted in May 2000.
 AH8674
 AH8674.The geoid height was determined by GEOID03.
 AH8674
 AH8674.The dynamic height is computed by dividing the NAVD 88
 AH8674.geopotential number by the normal gravity value computed on the
 AH8674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8674.degrees latitude (g = 980.6199 gals.).
 AH8674
 AH8674.The modeled gravity was interpolated from observed gravity values.
 AH8674
 AH8674;                    North         East    Units  Estimated Accuracy
 AH8674;SPC NC       -   186,430.      790,890.      MT  (+/- 180 meters Scaled)
 AH8674
 AH8674                          SUPERSEDED SURVEY CONTROL
 AH8674
 AH8674.No superseded survey control is available for this station.
 AH8674
 AH8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE180208(NAD 83)
 AH8674_MARKER: DB = BENCH MARK DISK
 AH8674_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8674_SP_SET: CULVERT PIPE
 AH8674_STAMPING: BEA 95 1990
 AH8674_MARK LOGO: NCGS  
 AH8674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8674+STABILITY: SURFACE MOTION
 AH8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8674+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8674
 AH8674  HISTORY     - Date     Condition        Report By
 AH8674  HISTORY     - 1990     MONUMENTED       NCGS
 AH8674
 AH8674                          STATION DESCRIPTION
 AH8674
 AH8674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8674'STATION IS LOCATED ABOUT 7.08 KM (4.40 MI) NORTHWEST OF COXS
 AH8674'CROSSROADS AND 13.8 KM (8.55 MI) SOUTHEAST OF CHOCOWINITY. PROCEED
 AH8674'ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE BLOUNTS CREEK POST
 AH8674'OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST ALONG SR 1114 (CLAY
 AH8674'BOTTOM SCHOOL RD) FOR 1.45 MI (2.33 KM) TO STATION, IN THE EAST END OF
 AH8674'A CONCRETE CULVERT. MARK IS ABOUT 4-FEET LOWER THAN ROAD. LOCATED 9.05
 AH8674'M (29.69 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 1114, 1.45 M (4.76
 AH8674'FT) SOUTH OF A RIGHT-OF-WAY MARKER--AND 4.12 M (13.52 FT) NORTHWEST OF
 AH8674'A 12-INCH GUM, 4.25 M (13.94 FT) WEST-SOUTHWEST OF A 10-INCH GUM--BOTH
 AH8674'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8675 ***********************************************************************
 AH8675  DESIGNATION -  BEA 96
 AH8675  PID         -  AH8675
 AH8675  STATE/COUNTY-  NC/BEAUFORT
 AH8675  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8675
 AH8675                         *CURRENT SURVEY CONTROL
 AH8675  ___________________________________________________________________
 AH8675* NAD 83(1986)-  35 24 11.     (N)    076 59 57.     (W)     SCALED    
 AH8675* NAVD 88     -        10.088  (meters)      33.10   (feet)  ADJUSTED  
 AH8675  ___________________________________________________________________
 AH8675  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 AH8675  DYNAMIC HT  -          10.079 (meters)      33.07  (feet)  COMP
 AH8675  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 AH8675
 AH8675  VERT ORDER  -  SECOND    CLASS II
 AH8675
 AH8675.The horizontal coordinates were scaled from a topographic map and have
 AH8675.an estimated accuracy of +/- 6 seconds.
 AH8675
 AH8675.The orthometric height was determined by differential leveling
 AH8675.and adjusted in May 2000.
 AH8675
 AH8675.The geoid height was determined by GEOID03.
 AH8675
 AH8675.The dynamic height is computed by dividing the NAVD 88
 AH8675.geopotential number by the normal gravity value computed on the
 AH8675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8675.degrees latitude (g = 980.6199 gals.).
 AH8675
 AH8675.The modeled gravity was interpolated from observed gravity values.
 AH8675
 AH8675;                    North         East    Units  Estimated Accuracy
 AH8675;SPC NC       -   185,210.      791,320.      MT  (+/- 180 meters Scaled)
 AH8675
 AH8675                          SUPERSEDED SURVEY CONTROL
 AH8675
 AH8675.No superseded survey control is available for this station.
 AH8675
 AH8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE184195(NAD 83)
 AH8675_MARKER: DB = BENCH MARK DISK
 AH8675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8675_STAMPING: BEA 96 1990
 AH8675_MARK LOGO: NCGS  
 AH8675_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8675+STABILITY: SURFACE MOTION
 AH8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8675
 AH8675  HISTORY     - Date     Condition        Report By
 AH8675  HISTORY     - 1990     MONUMENTED       NCGS
 AH8675
 AH8675                          STATION DESCRIPTION
 AH8675
 AH8675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8675'STATION IS LOCATED ABOUT 8.37 KM (5.20 MI) NORTHWEST OF COXS
 AH8675'CROSSROADS AND 14.48 KM (9.00 MI) SOUTHEAST OF CHOCOWINITY. PROCEED
 AH8675'ALONG NC 33 FOR 3.25 MI (5.23 KM) NORTH FROM THE BLOUNTS CREEK POST
 AH8675'OFFICE (AT COXS CROSSROADS), THENCE NORTHWEST ALONG SR 1114 (CLAY
 AH8675'BOTTOM SCHOOL RD) FOR 0.55 MI (0.89 KM) TO SR 1115 (COTTON PATCH
 AH8675'LANDING RD) AND STATION, ON THE WEST SIDE OF THE INTERSECTION, ON THE
 AH8675'PROLONGATION OF THE NORTH SIDE OF SR 1115. MARK IS ABOUT LEVEL WITH
 AH8675'ROAD AND RECESSED 6 INCHES BELOW GROUND. LOCATED 10.10 M (33.14 FT)
 AH8675'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1114, 2.19 M (7.19 FT)
 AH8675'SOUTH-SOUTHWEST OF A PEDESTAL (1114 R 106W), 32.45 M (106.46 FT)
 AH8675'NORTHWEST OF THE NORTH END OF THE CULVERT, AND 1.75 M (5.74 FT)
 AH8675'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8676 ***********************************************************************
 AH8676  DESIGNATION -  BEA 97
 AH8676  PID         -  AH8676
 AH8676  STATE/COUNTY-  NC/BEAUFORT
 AH8676  USGS QUAD   -  EDWARD (1983)
 AH8676
 AH8676                         *CURRENT SURVEY CONTROL
 AH8676  ___________________________________________________________________
 AH8676* NAD 83(1986)-  35 22 30.     (N)    076 57 02.     (W)     SCALED    
 AH8676* NAVD 88     -         4.450  (meters)      14.60   (feet)  ADJUSTED  
 AH8676  ___________________________________________________________________
 AH8676  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 AH8676  DYNAMIC HT  -           4.446 (meters)      14.59  (feet)  COMP
 AH8676  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 AH8676
 AH8676  VERT ORDER  -  SECOND    CLASS II
 AH8676
 AH8676.The horizontal coordinates were scaled from a topographic map and have
 AH8676.an estimated accuracy of +/- 6 seconds.
 AH8676
 AH8676.The orthometric height was determined by differential leveling
 AH8676.and adjusted in May 2000.
 AH8676
 AH8676.The geoid height was determined by GEOID03.
 AH8676
 AH8676.The dynamic height is computed by dividing the NAVD 88
 AH8676.geopotential number by the normal gravity value computed on the
 AH8676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8676.degrees latitude (g = 980.6199 gals.).
 AH8676
 AH8676.The modeled gravity was interpolated from observed gravity values.
 AH8676
 AH8676;                    North         East    Units  Estimated Accuracy
 AH8676;SPC NC       -   182,180.      795,800.      MT  (+/- 180 meters Scaled)
 AH8676
 AH8676                          SUPERSEDED SURVEY CONTROL
 AH8676
 AH8676.No superseded survey control is available for this station.
 AH8676
 AH8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE228163(NAD 83)
 AH8676_MARKER: DB = BENCH MARK DISK
 AH8676_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8676_SP_SET: WHEELGUARD
 AH8676_STAMPING: BEA 97 1990
 AH8676_MARK LOGO: NCGS  
 AH8676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8676+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8676
 AH8676  HISTORY     - Date     Condition        Report By
 AH8676  HISTORY     - 1990     MONUMENTED       NCGS
 AH8676
 AH8676                          STATION DESCRIPTION
 AH8676
 AH8676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8676'STATION IS LOCATED ABOUT 0.56 KM (0.35 MI) NORTH OF COXS CROSSROADS AT
 AH8676'THE BRIDGE OVER HERRING RUN. PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM)
 AH8676'EAST FROM THE BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE
 AH8676'NORTH ALONG SR 1100 (CORE POINT RD) FOR 0.45 MI (0.72 KM) TO THE
 AH8676'BRIDGE OVER HERRING RUN, AND THE STATION, IN THE SOUTHEAST CORNER OF
 AH8676'BRIDGE. MARK IS ABOUT LEVEL WITH ROAD AND PROJECTS 8 INCHES ABOVE
 AH8676'BRIDGE FLOOR. LOCATED 3.85 M (12.63 FT) SOUTHEAST OF THE CENTERLINE OF
 AH8676'SR 1100.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8677 ***********************************************************************
 AH8677  DESIGNATION -  BEA 98
 AH8677  PID         -  AH8677
 AH8677  STATE/COUNTY-  NC/BEAUFORT
 AH8677  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8677
 AH8677                         *CURRENT SURVEY CONTROL
 AH8677  ___________________________________________________________________
 AH8677* NAD 83(1986)-  35 23 26.     (N)    076 56 27.     (W)     SCALED    
 AH8677* NAVD 88     -        10.236  (meters)      33.58   (feet)  ADJUSTED  
 AH8677  ___________________________________________________________________
 AH8677  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 AH8677  DYNAMIC HT  -          10.227 (meters)      33.55  (feet)  COMP
 AH8677  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 AH8677
 AH8677  VERT ORDER  -  SECOND    CLASS II
 AH8677
 AH8677.The horizontal coordinates were scaled from a topographic map and have
 AH8677.an estimated accuracy of +/- 6 seconds.
 AH8677
 AH8677.The orthometric height was determined by differential leveling
 AH8677.and adjusted in May 2000.
 AH8677
 AH8677.The geoid height was determined by GEOID03.
 AH8677
 AH8677.The dynamic height is computed by dividing the NAVD 88
 AH8677.geopotential number by the normal gravity value computed on the
 AH8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8677.degrees latitude (g = 980.6199 gals.).
 AH8677
 AH8677.The modeled gravity was interpolated from observed gravity values.
 AH8677
 AH8677;                    North         East    Units  Estimated Accuracy
 AH8677;SPC NC       -   183,930.      796,650.      MT  (+/- 180 meters Scaled)
 AH8677
 AH8677                          SUPERSEDED SURVEY CONTROL
 AH8677
 AH8677.No superseded survey control is available for this station.
 AH8677
 AH8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE237180(NAD 83)
 AH8677_MARKER: DB = BENCH MARK DISK
 AH8677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8677_STAMPING: BEA 98 1990
 AH8677_MARK LOGO: NCGS  
 AH8677_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8677+STABILITY: SURFACE MOTION
 AH8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8677+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8677
 AH8677  HISTORY     - Date     Condition        Report By
 AH8677  HISTORY     - 1990     MONUMENTED       NCGS
 AH8677
 AH8677                          STATION DESCRIPTION
 AH8677
 AH8677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8677'STATION IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTH-NORTHEAST OF COXS
 AH8677'CROSSROADS. PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM) EAST FROM THE
 AH8677'BLOUNTS CREEK POST OFFICE (AT COXS CROSSROADS), THENCE NORTH ALONG SR
 AH8677'1100 (CORE POINT RD) FOR 1.65 MI (2.66 KM) TO SR 1103 (MAULS POINT RD)
 AH8677'AND STATION, ON THE NORTHEAST SIDE OF THE Y-INTERSECTION, ON TOP OF A
 AH8677'BANK, NEAR A POWER POLE. MARK IS ABOUT 1-FOOT HIGHER THAN ROAD AND
 AH8677'RECESSED 2 INCHES BELOW GROUND. LOCATED 8.61 M (28.25 FT) EAST OF THE
 AH8677'CENTERLINE OF SR 1103, 13.20 M (43.31 FT) NORTHWEST OF THE CENTERLINE
 AH8677'OF SR 1100, 26.38 M (86.55 FT) NORTH-NORTHEAST OF THE CENTERLINE
 AH8677'INTERSECTION, AND 2.00 M (6.56 FT) SOUTH OF A POWER POLE WITH A
 AH8677'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8678 ***********************************************************************
 AH8678  DESIGNATION -  BEA 99
 AH8678  PID         -  AH8678
 AH8678  STATE/COUNTY-  NC/BEAUFORT
 AH8678  USGS QUAD   -  BLOUNTS BAY (1993)
 AH8678
 AH8678                         *CURRENT SURVEY CONTROL
 AH8678  ___________________________________________________________________
 AH8678* NAD 83(1986)-  35 24 04.     (N)    076 56 43.     (W)     SCALED    
 AH8678* NAVD 88     -        10.380  (meters)      34.06   (feet)  ADJUSTED  
 AH8678  ___________________________________________________________________
 AH8678  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 AH8678  DYNAMIC HT  -          10.371 (meters)      34.03  (feet)  COMP
 AH8678  MODELED GRAV-     979,755.2   (mgal)                       NAVD 88
 AH8678
 AH8678  VERT ORDER  -  SECOND    CLASS II
 AH8678
 AH8678.The horizontal coordinates were scaled from a topographic map and have
 AH8678.an estimated accuracy of +/- 6 seconds.
 AH8678
 AH8678.The orthometric height was determined by differential leveling
 AH8678.and adjusted in May 2000.
 AH8678
 AH8678.The geoid height was determined by GEOID03.
 AH8678
 AH8678.The dynamic height is computed by dividing the NAVD 88
 AH8678.geopotential number by the normal gravity value computed on the
 AH8678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8678.degrees latitude (g = 980.6199 gals.).
 AH8678
 AH8678.The modeled gravity was interpolated from observed gravity values.
 AH8678
 AH8678;                    North         East    Units  Estimated Accuracy
 AH8678;SPC NC       -   185,090.      796,220.      MT  (+/- 180 meters Scaled)
 AH8678
 AH8678                          SUPERSEDED SURVEY CONTROL
 AH8678
 AH8678.No superseded survey control is available for this station.
 AH8678
 AH8678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE233192(NAD 83)
 AH8678_MARKER: DB = BENCH MARK DISK
 AH8678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8678_STAMPING: BEA 99 1990
 AH8678_MARK LOGO: NCGS  
 AH8678_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8678+STABILITY: SURFACE MOTION
 AH8678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8678+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH8678
 AH8678  HISTORY     - Date     Condition        Report By
 AH8678  HISTORY     - 1990     MONUMENTED       NCGS
 AH8678
 AH8678                          STATION DESCRIPTION
 AH8678
 AH8678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AH8678'STATION IS LOCATED ABOUT 3.78 KM (2.35 MI) NORTH OF COXS CROSSROADS.
 AH8678'PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM) EAST FROM THE BLOUNTS CREEK
 AH8678'POST OFFICE (AT COXS CROSSROADS), THENCE NORTH FOR 1.65 MI (2.66 KM)
 AH8678'ALONG SR 1100 (CORE POINT RD), THENCE NORTH ALONG SR 1103 (MAULS POINT
 AH8678'RD) FOR 0.85 MI (1.37 KM) TO STATION, IN THE SHOULDER BETWEEN A LARGE
 AH8678'BRICK HOUSE AND POULTRY BREEDING HOUSES. MARK IS ABOUT LEVEL WITH ROAD
 AH8678'AND RECESSED 3 INCHES BELOW GROUND. LOCATED 5.20 M (17.06 FT)
 AH8678'WEST-NORTHWEST OF THE CENTERLINE OF SR 1103, 3.00 M (9.84 FT)
 AH8678'SOUTH-SOUTHWEST OF THE EAST END OF A CULVERT, 7.80 M (25.59 FT)
 AH8678'SOUTHEAST OF THE SOUTH END OF A DRIVEWAY CULVERT, 40.45 M (132.71 FT)
 AH8678'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE, AND 7.10 M
 AH8678'(23.29 FT) EAST-NORTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1882 ***********************************************************************
 FY1882  DESIGNATION -  BEA LAWS
 FY1882  PID         -  FY1882
 FY1882  STATE/COUNTY-  NC/DURHAM
 FY1882  USGS QUAD   -  ROUGEMONT (1987)
 FY1882
 FY1882                         *CURRENT SURVEY CONTROL
 FY1882  ___________________________________________________________________
 FY1882* NAD 83(2001)-  36 12 52.53857(N)    078 55 25.51787(W)     ADJUSTED  
 FY1882* NAVD 88     -       170.582  (meters)     559.65   (feet)  ADJUSTED  
 FY1882  ___________________________________________________________________
 FY1882  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FY1882  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FY1882  DYNAMIC HT  -         170.446 (meters)     559.20  (feet)  COMP
 FY1882  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 FY1882
 FY1882  HORZ ORDER  -  SECOND
 FY1882  VERT ORDER  -  SECOND    CLASS I
 FY1882
 FY1882.The horizontal coordinates were established by classical geodetic methods
 FY1882.and adjusted by the National Geodetic Survey in August 2005.
 FY1882
 FY1882.The orthometric height was determined by differential leveling
 FY1882.and adjusted in June 1991.
 FY1882
 FY1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1882
 FY1882.The geoid height was determined by GEOID03.
 FY1882
 FY1882.The dynamic height is computed by dividing the NAVD 88
 FY1882.geopotential number by the normal gravity value computed on the
 FY1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1882.degrees latitude (g = 980.6199 gals.).
 FY1882
 FY1882.The modeled gravity was interpolated from observed gravity values.
 FY1882
 FY1882;                    North         East     Units Scale Factor Converg.
 FY1882;SPC NC       -   273,414.547   616,457.174   MT  1.00001373   +0 02 38.4
 FY1882;SPC NC       -   897,027.56  2,022,493.25   sFT  1.00001373   +0 02 38.4
 FY1882;UTM  17      - 4,009,748.836   686,631.187   MT  1.00002918   +1 13 37.3
 FY1882
 FY1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1882!SPC NC       -   0.99997809  x   1.00001373  =   0.99999182
 FY1882!UTM  17      -   0.99997809  x   1.00002918  =   1.00000727
 FY1882
 FY1882:                Primary Azimuth Mark                     Grid Az
 FY1882:SPC NC       -  NEW RD                                   154 19 27.8
 FY1882:UTM  17      -  NEW RD                                   153 08 28.9
 FY1882
 FY1882|---------------------------------------------------------------------|
 FY1882| PID    Reference Object                     Distance      Geod. Az  |
 FY1882|                                                           dddmmss.s |
 FY1882| FY1883 NEW RD                              APPROX. 0.9 KM 1542206.2 |
 FY1882| FY1881 ROUGEMONT                           456.325 METERS 3294047.5 |
 FY1882|---------------------------------------------------------------------|
 FY1882
 FY1882                          SUPERSEDED SURVEY CONTROL
 FY1882
 FY1882  NAD 83(1993)-  36 12 52.53944(N)    078 55 25.52407(W) AD(       ) 2
 FY1882  NAD 83(1986)-  36 12 52.54049(N)    078 55 25.52739(W) AD(       ) 2
 FY1882  NAD 27      -  36 12 52.03287(N)    078 55 26.50328(W) AD(       ) 2
 FY1882  NGVD 29 (03/05/92)  170.825  (m)          560.45   (f) ADJUSTED    2 1
 FY1882
 FY1882.Superseded values are not recommended for survey control.
 FY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1882.See file dsdata.txt to determine how the superseded data were derived.
 FY1882
 FY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8663109749(NAD 83)
 FY1882_MARKER: DE = TRAVERSE STATION DISK
 FY1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1882_SP_SET: CONCRETE POST
 FY1882_STAMPING: BEA LAWS 1976
 FY1882_MARK LOGO: NCGS  
 FY1882_PROJECTION: FLUSH
 FY1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1882+STABILITY: SURFACE MOTION
 FY1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1882+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 FY1882
 FY1882  HISTORY     - Date     Condition        Report By
 FY1882  HISTORY     - 1976     MONUMENTED       NCGS
 FY1882  HISTORY     - 1977     GOOD             NCGS
 FY1882  HISTORY     - 20061101 GOOD             GEOCAC
 FY1882
 FY1882                          STATION DESCRIPTION
 FY1882
 FY1882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1882'THE STATION IS LOCATED IN ROUGEMONT.
 FY1882'
 FY1882'TO REACH THE STATION FROM THE INTERSECTION OF US 501 WITH SR 1471 IN
 FY1882'ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 0.3 MILE TO STATION ON
 FY1882'THE LEFT, AT THE NORTH SIDE OF A DRIVEWAY LEADING TO BEA LAWS ONE AND
 FY1882'ONE-HALF STORY WHITE SHINGLED HOUSE.
 FY1882'
 FY1882'STATION MARK IS A STANDARD DISK STAMPED--- BEA LAWS 1976--- SET IN THE
 FY1882'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 FY1882'THE MARK IS 9.7 FEET EAST-NORTHEAST OF EAST EDGE OF EAST CURB OF US
 FY1882'501, 16.4 FEET NORTH-NORTHWEST OF CENTERLINE OF DRIVEWAY, 76.7 FEET
 FY1882'WEST-NORTHWEST OF NORTHWEST CORNER OF SHINGLED HOUSE, 7.7 FEET
 FY1882'NORTHWEST OF CENTER OF TELEPHONE JUNCTION BOX AND 8.6 FEET NORTHWEST
 FY1882'OF SERVICE POLE WITH REFERENCE TAG.
 FY1882
 FY1882                          STATION RECOVERY (1977)
 FY1882
 FY1882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1882'IN ROUGEMONT.
 FY1882'TO REACH STATION FROM INTERSECTION OF US 501 WITH SR 1471 IN
 FY1882'ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 0.30 MILE TO STATION ON
 FY1882'LEFT, AT THE NORTH SIDE OF A DRIVEWAY LEADING EAST TO BEA LAWS ONE
 FY1882'AND A HALF STORY WHITE SHINGLED HOUSE, 9.7 FT. EAST NORTHEAST OF EAST
 FY1882'EDGE OF EAST CURB OF US 501, 16.4 FT. NORTH NORTHWEST OF CENTERLINE OF
 FY1882'DRIVEWAY, 76.7 FT. WEST NORTHWEST OF NORTHWEST CORNER OF SHINGLED
 FY1882'HOUSE, 7.7 FT. NORTHWEST OF CENTER OF TELEPHONE JUNCTION BOX AND 8.6
 FY1882'FT. NORTHWEST OF SERVICE POLE WITH ALUMINUM REF. TAG.
 FY1882
 FY1882                          STATION RECOVERY (2006)
 FY1882
 FY1882'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1882'MONUMENT IS TILTED APPROX 15 DEGREES TOWARD NORTHEAST. HOUSE NUMBER IS
 FY1882'12714.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1832 ***********************************************************************
 FA1832  DESIGNATION -  BEACH
 FA1832  PID         -  FA1832
 FA1832  STATE/COUNTY-  NC/DAVIDSON
 FA1832  USGS QUAD   -  WELCOME (1987)
 FA1832
 FA1832                         *CURRENT SURVEY CONTROL
 FA1832  ___________________________________________________________________
 FA1832* NAD 83(2001)-  35 59 36.73266(N)    080 15 54.36747(W)     ADJUSTED  
 FA1832* NAVD 88     -       258.1    (meters)     847.     (feet)  VERTCON   
 FA1832  ___________________________________________________________________
 FA1832  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 FA1832  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FA1832  HORZ ORDER  -  SECOND
 FA1832
 FA1832.The horizontal coordinates were established by classical geodetic methods
 FA1832.and adjusted by the National Geodetic Survey in August 2005.
 FA1832
 FA1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1832
 FA1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1832
 FA1832.The geoid height was determined by GEOID03.
 FA1832
 FA1832;                    North         East     Units Scale Factor Converg.
 FA1832;SPC NC       -   249,610.450   495,533.720   MT  0.99995628   -0 43 48.6
 FA1832;SPC NC       -   818,930.28  1,625,763.55   sFT  0.99995628   -0 43 48.6
 FA1832;UTM  17      - 3,983,481.264   566,240.574   MT  0.99965406   +0 25 54.9
 FA1832
 FA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1832!SPC NC       -   0.99996456  x   0.99995628  =   0.99992084
 FA1832!UTM  17      -   0.99996456  x   0.99965406  =   0.99961863
 FA1832
 FA1832|---------------------------------------------------------------------|
 FA1832| PID    Reference Object                     Distance      Geod. Az  |
 FA1832|                                                           dddmmss.s |
 FA1832| FA1835 RAYMOND                             337.117 METERS 26915     |
 FA1832|---------------------------------------------------------------------|
 FA1832
 FA1832                          SUPERSEDED SURVEY CONTROL
 FA1832
 FA1832  NAD 83(1986)-  35 59 36.73734(N)    080 15 54.37351(W) AD(       ) 2
 FA1832  NAD 27      -  35 59 36.24297(N)    080 15 55.19203(W) AD(       ) 2
 FA1832  NGVD 29 (07/19/86)  258.3    (m)          847.     (f) VERT ANG    3  
 FA1832
 FA1832.Superseded values are not recommended for survey control.
 FA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1832.See file dsdata.txt to determine how the superseded data were derived.
 FA1832
 FA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6624183481(NAD 83)
 FA1832_MARKER: DE = TRAVERSE STATION DISK
 FA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1832_STAMPING: BEACH 1970
 FA1832_MARK LOGO: NCGS  
 FA1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1832+STABILITY: SURFACE MOTION
 FA1832
 FA1832  HISTORY     - Date     Condition        Report By
 FA1832  HISTORY     - 1970     MONUMENTED       NCGS
 FA1832
 FA1832                          STATION DESCRIPTION
 FA1832
 FA1832'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA1832'BEACH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1832'VICINITY OF GUMTREE, NORTH CAROLINA.
 FA1832'
 FA1832'BEACH IS LOCATED APPROXIMATELY 3.2 MILES WEST OF GUMTREE AND 3.5
 FA1832'MILES NORTHWEST OF ELLER.  TO REACH STATION PROCEED FROM THE
 FA1832'INTERSECTION OF NC 150 AND SR 1508 (HICKORY TREE RD.) NEAR THE
 FA1832'FORSYTH, DAVIDSON COUNTY LINE, GO EAST ON SR 1508 FOR 0.2 MILE TO
 FA1832'STATION ON LEFT, IN SOUTHWEST CORNER OF YARD WITH A GREEN
 FA1832'CONCRETE BLOCK HOUSE, AND 0.05 MILE WEST OF INTERSECTION OF SR
 FA1832'1508 AND SR 1567 (LAKE DRIVE).
 FA1832'
 FA1832'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEACH
 FA1832'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1832'FLUSH WITH THE SURFACE OF THE GROUND.
 FA1832'
 FA1832'MARK IS
 FA1832'17.2 FEET N OF C/L OF SR 1508 (HICKORY TREE RD.).
 FA1832'44.0 FEET N OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FA1832'38.0 FEET SSW OF ALUMINUM REF. TAG ON PP (SERVICE POLE TO HOUSE).
 FA1832'62.7 FEET SW OF SW CORNER OF CINDER BLOCK HOUSE.
 FA1832'34.9 FEET ESE OF BASE OF TRIPLE BRANCH TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2572 ***********************************************************************
 EA2572  DESIGNATION -  BEACH
 EA2572  PID         -  EA2572
 EA2572  STATE/COUNTY-  NC/NEW HANOVER
 EA2572  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2572
 EA2572                         *CURRENT SURVEY CONTROL
 EA2572  ___________________________________________________________________
 EA2572* NAD 83(2001)-  34 11 19.80323(N)    077 48 36.78073(W)     ADJUSTED  
 EA2572* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA2572  ___________________________________________________________________
 EA2572  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 EA2572  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA2572  HORZ ORDER  -  THIRD
 EA2572
 EA2572.The horizontal coordinates were established by classical geodetic methods
 EA2572.and adjusted by the National Geodetic Survey in August 2005.
 EA2572
 EA2572.The orthometric height was scaled from a topographic map.
 EA2572
 EA2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2572
 EA2572.The geoid height was determined by GEOID03.
 EA2572
 EA2572;                    North         East     Units Scale Factor Converg.
 EA2572;SPC NC       -    49,339.546   719,277.365   MT  1.00004315   +0 41 12.1
 EA2572;SPC NC       -   161,874.83  2,359,829.16   sFT  1.00004315   +0 41 12.1
 EA2572;UTM  18      - 3,786,664.442   241,019.664   MT  1.00042685   -1 34 48.0
 EA2572
 EA2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2572!SPC NC       -   1.00000559  x   1.00004315  =   1.00004874
 EA2572!UTM  18      -   1.00000559  x   1.00042685  =   1.00043245
 EA2572
 EA2572|---------------------------------------------------------------------|
 EA2572| PID    Reference Object                     Distance      Geod. Az  |
 EA2572|                                                           dddmmss.s |
 EA2572| EA3195 BEACH RM                             24.320 METERS 03028     |
 EA2572| EA2611 WRIGHTSVILLE BEACH S MUN TANK       APPROX. 1.6 KM 0320355.8 |
 EA2572| EA2577 BEACON 48                           APPROX. 3.3 KM 2384941.9 |
 EA2572| EA2584 HOLLAND                             APPROX. 1.9 KM 2685521.5 |
 EA2572| EA2576 BEACON 46                           APPROX. 1.5 KM 3014651.8 |
 EA2572| EA2574 BEACON 43                           APPROX. 2.8 KM 3472314.8 |
 EA2572|---------------------------------------------------------------------|
 EA2572
 EA2572                          SUPERSEDED SURVEY CONTROL
 EA2572
 EA2572  NAD 83(1986)-  34 11 19.81596(N)    077 48 36.79392(W) AD(       ) 3
 EA2572  NAD 27      -  34 11 19.20000(N)    077 48 37.85900(W) AD(       ) 3
 EA2572
 EA2572.Superseded values are not recommended for survey control.
 EA2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2572.See file dsdata.txt to determine how the superseded data were derived.
 EA2572
 EA2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4102086664(NAD 83)
 EA2572_MARKER: DD = SURVEY DISK
 EA2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2572
 EA2572  HISTORY     - Date     Condition        Report By
 EA2572  HISTORY     - 1918     MONUMENTED       CGS
 EA2572  HISTORY     - 1926     GOOD             CGS
 EA2572  HISTORY     - 1927     GOOD             NCGS
 EA2572  HISTORY     - 1933     GOOD             CGS
 EA2572  HISTORY     - 1964     GOOD             CGS
 EA2572  HISTORY     - 1973     SEE DESCRIPTION  NGS
 EA2572
 EA2572                          STATION DESCRIPTION
 EA2572
 EA2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EA2572'STATION IS ON THE BANKS ABOUT 1 MILE NE FROM MASONBORO INLET,
 EA2572'AT WRIGHTSVILLE BEACH, ON THE W SIDE OF SEAFORTH AVENUE, 13
 EA2572'TELEPHONE POLES N OF THE S END OF THE TROLLEY LINE, 15.75 METERS
 EA2572'(51.7 FEET) W OF THE W EDGE OF THE BOARDWALK, 8.23 METERS
 EA2572'(27.0 FEET) W OF THE W RAIL OF THE TROLLEY LINE, 9.65 METERS
 EA2572'(31.7 FEET) S OF THE N CORNER OF NORTHROP STREET, ON A SMALL
 EA2572'SAND DUNE SLIGHTLY HIGHER THAN THE OTHERS IN THE VICINITY.
 EA2572'
 EA2572'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EA2572'IN CONCRETE.  UNDERGROUND MARK
 EA2572'IS A BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE.
 EA2572'
 EA2572'THE REFERENCE MARK IS 24.32 METERS (79.79 FEET) FROM THE
 EA2572'STATION N 30 DEG 28 MIN E.
 EA2572
 EA2572                          STATION RECOVERY (1926)
 EA2572
 EA2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2572'STATION RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTIONS--
 EA2572'
 EA2572'STATION IS 8 METERS N OF THIRD TELEPHONE POLE N OF THE S
 EA2572'END OF TROLLEY LINE.
 EA2572
 EA2572                          STATION RECOVERY (1927)
 EA2572
 EA2572'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1927
 EA2572'DESCRIPTION SHOULD READ, 3 POLES N OF S END OF TROLLEY LINE
 EA2572'AND IN FRONT OF NEW HANOVER FISHING CLUB.  STATION AND
 EA2572'REFERENCE MARK IN GOOD CONDITION.
 EA2572
 EA2572                          STATION RECOVERY (1933)
 EA2572
 EA2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2572'STATION AND REFERENCE MARKS RECOVERED IN GOOD SHAPE.  DESCRIPTION
 EA2572'IN ERROR.  SEAFORTH AVENUE HAS BEEN CHANGED TO LUMINA
 EA2572'AVENUE.  STATION IS 3 TELEPHONE POLES N OF THE S END OF THE
 EA2572'TROLLEY LINE, 50.1 FEET W OF THE W EDGE OF THE BOARDWALK AND
 EA2572'27.0 FEET W OF THE W RAIL OF THE TROLLEY TRACK.  IT IS 31.7
 EA2572'FEET S OF THE N CORNER OF NORTHROP STREET AND ON A SMALL SAND
 EA2572'DUNE SLIGHTLY HIGHER THAN THE OTHERS IN THE VICINITY.
 EA2572
 EA2572                          STATION RECOVERY (1964)
 EA2572
 EA2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2572'THE STATION IS IN GOOD CONDITION.  THE R.M. WAS NOT FOUND.  THE
 EA2572'DISTANCE AND DIRECTION PLACED IT UNDER LUMINA AVENUE.
 EA2572'
 EA2572'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 6 X 6 INCH
 EA2572'CONCRETE POST WHICH IS SET 2 INCHES BELOW THE SURFACE OF THE
 EA2572'GROUND AND STAMPED BEACH 1918.  IT IS THREE TELEPHONE POLES
 EA2572'NORTHEAST OF THE END OF LUMINA AVENUE, 38.0 FEET WEST OF
 EA2572'CENTERLINE OF LUMINA AVENUE AND 18.0 FEET SOUTH OF THE
 EA2572'CENTERLINE OF NORTHROP STREET.
 EA2572'
 EA2572'ONE NEW R.M. WAS SET.  IT IS A STANDARD DISK STAMPED BEACH
 EA2572'NO 2 1918 SET IN NORTHWEST CORNER OF A CONCRETE DRIVE, 1.99
 EA2572'FEET SOUTH OF GARAGE.  WITNESS MARK IS A CHISELED CROSS IN
 EA2572'NORTHWEST CORNER OF STEEL FRAME FOR SEWER AT THE INTERSECTION
 EA2572'OF LUMINA AVENUE AND NORTHRUP STREET.  THE WORDS WITNESS MARK
 EA2572'ARE STAMPED IN THE STEEL FRAME OF THE STORM SEWER.
 EA2572
 EA2572                          STATION RECOVERY (1973)
 EA2572
 EA2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 EA2572'STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK
 EA2572'BEACH NO 2 1918 WAS RECOVERED IN GOOD CONDITION ALSO
 EA2572'WITNESS MARK WAS FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2098 ***********************************************************************
 EY2098  DESIGNATION -  BEACH
 EY2098  PID         -  EY2098
 EY2098  STATE/COUNTY-  NC/BEAUFORT
 EY2098  USGS QUAD   -  WASHINGTON (1983)
 EY2098
 EY2098                         *CURRENT SURVEY CONTROL
 EY2098  ___________________________________________________________________
 EY2098* NAD 83(2001)-  35 30 20.26958(N)    077 01 23.63531(W)     ADJUSTED  
 EY2098* NAVD 88     -         1.5    (meters)       5.     (feet)  VERTCON   
 EY2098  ___________________________________________________________________
 EY2098  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EY2098  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 EY2098  HORZ ORDER  -  SECOND
 EY2098
 EY2098.The horizontal coordinates were established by classical geodetic methods
 EY2098.and adjusted by the National Geodetic Survey in August 2005.
 EY2098
 EY2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2098
 EY2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2098
 EY2098.The geoid height was determined by GEOID03.
 EY2098
 EY2098;                    North         East     Units Scale Factor Converg.
 EY2098;SPC NC       -   196,538.263   788,906.713   MT  0.99988237   +1 08 27.4
 EY2098;SPC NC       -   644,809.28  2,588,271.44   sFT  0.99988237   +1 08 27.4
 EY2098;UTM  18      - 3,930,999.957   316,507.105   MT  1.00001493   -1 10 31.4
 EY2098
 EY2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2098!SPC NC       -   1.00000553  x   0.99988237  =   0.99988790
 EY2098!UTM  18      -   1.00000553  x   1.00001493  =   1.00002046
 EY2098
 EY2098:                Primary Azimuth Mark                     Grid Az
 EY2098:SPC NC       -  PARK                                     332 41 58.9
 EY2098:UTM  18      -  PARK                                     335 00 57.7
 EY2098
 EY2098|---------------------------------------------------------------------|
 EY2098| PID    Reference Object                     Distance      Geod. Az  |
 EY2098|                                                           dddmmss.s |
 EY2098| EY2144 PARK                                APPROX. 3.8 KM 3335026.3 |
 EY2098|---------------------------------------------------------------------|
 EY2098
 EY2098                          SUPERSEDED SURVEY CONTROL
 EY2098
 EY2098  NAD 83(1986)-  35 30 20.27941(N)    077 01 23.64738(W) AD(       ) 2
 EY2098  NAD 27      -  35 30 19.69054(N)    077 01 24.82709(W) AD(       ) 2
 EY2098  NGVD 29 (07/19/86)    1.8    (m)            6.     (f) VERT ANG    3  
 EY2098
 EY2098.Superseded values are not recommended for survey control.
 EY2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2098.See file dsdata.txt to determine how the superseded data were derived.
 EY2098
 EY2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1650731000(NAD 83)
 EY2098_MARKER: DE = TRAVERSE STATION DISK
 EY2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2098_STAMPING: BEACH 1965
 EY2098_MARK LOGO: NCGS  
 EY2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2098+STABILITY: SURFACE MOTION
 EY2098
 EY2098  HISTORY     - Date     Condition        Report By
 EY2098  HISTORY     - 1965     MONUMENTED       NCGS
 EY2098  HISTORY     - 19840101 GOOD             NCGS
 EY2098
 EY2098                          STATION DESCRIPTION
 EY2098
 EY2098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EY2098'BEACH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2098'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA.
 EY2098'
 EY2098'BEACH IS 3.3 MILES SE OF WASHINGTON.  TO REACH STATION FROM U.S. 17
 EY2098'AND MAIN ST. AT PAMLICO BRIDGE, GO 1.4 MILES S ON U.S. 17 TO
 EY2098'SR 1166 (WITH RADIO STATION), TURN LEFT ON SR 1166 (EAST)
 EY2098'FOR 3.6 MILES TO WHICHARD BEACH.  STATION IS APPROXIMATELY
 EY2098'175 FT N OF NW CORNER OF MAIN BUILDING OF WHICHARD BEACH AND
 EY2098'APPROXIMATELY 50 FT NE OF SR 1166 AND END OF PAVEMENT.
 EY2098'
 EY2098'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2098'BEACH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY2098'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2098'
 EY2098'MARK IS
 EY2098'
 EY2098'65.6 FT N OF HICKORY TREE WITH ALUMINUM REF. TAG
 EY2098'
 EY2098'28.6 FT E OF FENCE POST WITH ALUMINUM REF. TAG
 EY2098'
 EY2098'56.9 FT SW OF CEDAR TREE WITH ALUMINUM REF. TAG
 EY2098'
 EY2098'146.0 FT N OF NE CORNER OF BEACH HOUSE
 EY2098'
 EY2098'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2098
 EY2098                          STATION RECOVERY (1984)
 EY2098
 EY2098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY2098'RECOVERED AS DESCRIBED.  MARK IS LOCATED 202 FT (61.6 M) NORTH OF THE
 EY2098'NORTH MOST CORNER OF THE WICHARDS BEACH HOUSE, 7.8 FT (2.4 M) EAST OF
 EY2098'THE CENTER OF A MERRY-GO-ROUND, 79.4 FT (24.2 M) EAST-SOUTHEAST OF THE
 EY2098'EAST END OF A METAL FENCE--AND 56.0 FT (17.1 M) SOUTHWEST OF AN
 EY2098'18-INCH CYPRESS, 65.0 FT (19.8 M) NORTH OF A 12-INCH PECAN TREE, AND
 EY2098'117.5 FT (35.8 M) NORTHEAST OF A OAK CLUSTER--ALL THREE WITH REFERENCE
 EY2098'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0360 ***********************************************************************
 EX0360  DESIGNATION -  BEACH
 EX0360  PID         -  EX0360
 EX0360  STATE/COUNTY-  NC/DARE
 EX0360  USGS QUAD   -  CAPE HATTERAS (1983)
 EX0360
 EX0360                         *CURRENT SURVEY CONTROL
 EX0360  ___________________________________________________________________
 EX0360* NAD 83(2001)-  35 14 53.16118(N)    075 31 11.64780(W)     ADJUSTED  
 EX0360* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0360  ___________________________________________________________________
 EX0360  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EX0360  GEOID HEIGHT-         -38.68  (meters)                     GEOID03
 EX0360  HORZ ORDER  -  THIRD
 EX0360
 EX0360.The horizontal coordinates were established by classical geodetic methods
 EX0360.and adjusted by the National Geodetic Survey in August 2005.
 EX0360
 EX0360.The orthometric height was scaled from a topographic map.
 EX0360
 EX0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0360
 EX0360.The geoid height was determined by GEOID03.
 EX0360
 EX0360;                    North         East     Units Scale Factor Converg.
 EX0360;SPC NC       -   171,734.675   926,225.873   MT  0.99987259   +2 00 31.0
 EX0360;SPC NC       -   563,432.85  3,038,792.72   sFT  0.99987259   +2 00 31.0
 EX0360;UTM  18      - 3,900,680.859   452,701.491   MT  0.99962757   -0 18 00.2
 EX0360
 EX0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0360!SPC NC       -   1.00000612  x   0.99987259  =   0.99987871
 EX0360!UTM  18      -   1.00000612  x   0.99962757  =   0.99963369
 EX0360
 EX0360:                Primary Azimuth Mark                     Grid Az
 EX0360:SPC NC       -  CAPE HATTERAS LIFE SAVING CUP            218 52 11.9
 EX0360:UTM  18      -  CAPE HATTERAS LIFE SAVING CUP            221 10 43.1
 EX0360
 EX0360|---------------------------------------------------------------------|
 EX0360| PID    Reference Object                     Distance      Geod. Az  |
 EX0360|                                                           dddmmss.s |
 EX0360| EX0368 CAPE HATTERAS LIFE SAVING CUP       APPROX. 1.0 KM 2205242.9 |
 EX0360|---------------------------------------------------------------------|
 EX0360
 EX0360                          SUPERSEDED SURVEY CONTROL
 EX0360
 EX0360  NAD 83(1986)-  35 14 53.17062(N)    075 31 11.65169(W) AD(       ) 3
 EX0360  NAD 27      -  35 14 52.53000(N)    075 31 13.11000(W) AD(       ) 3
 EX0360
 EX0360.Superseded values are not recommended for survey control.
 EX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0360.See file dsdata.txt to determine how the superseded data were derived.
 EX0360
 EX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5270100681(NAD 83)
 EX0360
 EX0360  HISTORY     - Date     Condition        Report By
 EX0360  HISTORY     - UNK      MONUMENTED
 EX0360  HISTORY     - 1921     GOOD             CGS
 EX0360
 EX0360                          STATION DESCRIPTION
 EX0360
 EX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (HWH)
 EX0360'ORIGINAL DESCRIPTION--LOCATION OF ORIGINAL STATION IS NOW ABOUT 150
 EX0360'FEET OUTSIDE OF THE HW MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3762 ***********************************************************************
 EY3762  DESIGNATION -  BEACH
 EY3762  PID         -  EY3762
 EY3762  STATE/COUNTY-  NC/BEAUFORT
 EY3762  USGS QUAD   -  BATH (1993)
 EY3762
 EY3762                         *CURRENT SURVEY CONTROL
 EY3762  ___________________________________________________________________
 EY3762* NAD 83(2001)-  35 25 31.16516(N)    076 50 57.35572(W)     ADJUSTED  
 EY3762* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3762  ___________________________________________________________________
 EY3762  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 EY3762  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EY3762  HORZ ORDER  -  THIRD
 EY3762
 EY3762.The horizontal coordinates were established by classical geodetic methods
 EY3762.and adjusted by the National Geodetic Survey in August 2005.
 EY3762
 EY3762.The orthometric height was scaled from a topographic map.
 EY3762
 EY3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3762
 EY3762.The geoid height was determined by GEOID03.
 EY3762
 EY3762;                    North         East     Units Scale Factor Converg.
 EY3762;SPC NC       -   187,959.509   804,877.222   MT  0.99987716   +1 14 28.8
 EY3762;SPC NC       -   616,663.82  2,640,668.02   sFT  0.99987716   +1 14 28.8
 EY3762;UTM  18      - 3,921,782.204   332,119.653   MT  0.99994733   -1 04 19.8
 EY3762
 EY3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3762!SPC NC       -   1.00000555  x   0.99987716  =   0.99988271
 EY3762!UTM  18      -   1.00000555  x   0.99994733  =   0.99995288
 EY3762
 EY3762:                Primary Azimuth Mark                     Grid Az
 EY3762:SPC NC       -  CORE                                     106 57 18.6
 EY3762:UTM  18      -  CORE                                     109 16 07.2
 EY3762
 EY3762|---------------------------------------------------------------------|
 EY3762| PID    Reference Object                     Distance      Geod. Az  |
 EY3762|                                                           dddmmss.s |
 EY3762| EY3766 CORE                                454.271 METERS 1081147.4 |
 EY3762| EY4767 BEACH RM 1                           34.610 METERS 20148     |
 EY3762| EY4768 BEACH RM 2                           58.620 METERS 22755     |
 EY3762| EY3936 TRIPP                               APPROX. 4.0 KM 2793756.1 |
 EY3762|---------------------------------------------------------------------|
 EY3762
 EY3762                          SUPERSEDED SURVEY CONTROL
 EY3762
 EY3762  NAD 83(1986)-  35 25 31.17944(N)    076 50 57.36286(W) AD(       ) 3
 EY3762  NAD 27      -  35 25 30.58800(N)    076 50 58.58400(W) AD(       ) 3
 EY3762
 EY3762.Superseded values are not recommended for survey control.
 EY3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3762.See file dsdata.txt to determine how the superseded data were derived.
 EY3762
 EY3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3212021782(NAD 83)
 EY3762_MARKER: DS = TRIANGULATION STATION DISK
 EY3762_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3762_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3762
 EY3762  HISTORY     - Date     Condition        Report By
 EY3762  HISTORY     - 1933     MONUMENTED       CGS
 EY3762  HISTORY     - 1949     GOOD             CGS
 EY3762  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 EY3762
 EY3762                          STATION DESCRIPTION
 EY3762
 EY3762'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3762'STATION IS LOCATED ON THE S SHORE OF THE PAMLICO RIVER, AT W
 EY3762'END OF CORE POINT, OUT IN THE WATER ABOUT 23 METERS N OF THE
 EY3762'STORM LINE, IN ABOUT 1 FOOT OF WATER AT HIGH TIDE, ABOUT 20
 EY3762'METERS E OF PAUL AND MARTINS FISH WHARF, AND JUST NE OF A
 EY3762'ROAD INTERSECTION.
 EY3762'
 EY3762'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3762'CONCRETE, IN THE TOPS OF TILES.
 EY3762'
 EY3762'REFERENCE MARK NO.1 IS 11 YARDS N OF ROAD, AND 11 YARDS S OF SHORE.
 EY3762'
 EY3762'REFERENCE MARK NO.2 IS IN W SIDE OF A TRIANGLE FORMED BY ROAD
 EY3762'INTERSECTIONS, 5 FEET W OF HOUSE AND 8 YARDS S OF ROAD PARALLEL
 EY3762'TO RIVER.
 EY3762'
 EY3762'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 EY3762
 EY3762                          STATION RECOVERY (1949)
 EY3762
 EY3762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3762'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EY3762'CONDITION.  DISTANCES TO THE REFERENCE MARKS FROM THE STATION
 EY3762'WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE
 EY3762'ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3762'
 EY3762'STATION IS LOCATED ON THE S SHORE OF THE PAMLICO RIVER, AT W
 EY3762'END OF CORE POINT, OUT IN THE WATER, 24.0 METERS N OF MEAN
 EY3762'HIGH-WATER LINE, IN ABOUT 1 FOOT OF WATER AT HIGH TIDE, ABOUT
 EY3762'20 METERS E OF TOLLERS FISH DOCK, AND JUST NE OF A ROAD
 EY3762'INTERSECTION.  STATION IS A BRONZE STATION DISK, STAMPED BEACH
 EY3762'1933, AND SET IN CONCRETE IN THE TOP OF A TILE.  IT PROJECTS 1
 EY3762'FOOT ABOVE WATER AT LOW TIDE, AND IS COVERED AT HIGH TIDE.
 EY3762'
 EY3762'REFERENCE MARK 1 IS 125.6 FEET 75 DEG MAG. AZIMUTH FROM NE
 EY3762'CORNER OF T.H. TOLLERS STORE, 32.0 FEET N OF THE CENTER LINE
 EY3762'OF ROAD, ON EDGE OF 4-FOOT BANK, AND 8.8 METERS S OF MEAN
 EY3762'HIGH-WATER LINE.  IT IS A BRONZE REFERENCE DISK, STAMPED NO 1
 EY3762'1933, AND SET IN CONCRETE IN THE TOP OF A TILE.  IT PROJECTS 1
 EY3762'INCH ABOVE THE GROUND.
 EY3762'
 EY3762'REFERENCE MARK 2 IS 103.0 FEET FROM REFERENCE MARK 1, 12.17
 EY3762'METERS 20 DEG MAG. AZIMUTH FROM NE CORNER OF T.H. TOLLERS
 EY3762'STORE, 23 METERS S OF MEAN HIGH-WATER LINE.  IT IS A BRONZE
 EY3762'REFERENCE DISK, STAMPED NO 2 1933, AND SET IN CONCRETE IN THE
 EY3762'TOP OF A TILE.  IT PROJECTS 5 INCHES ABOVE THE GROUND.
 EY3762
 EY3762                          STATION RECOVERY (1985)
 EY3762
 EY3762'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985 (EGM)
 EY3762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9401 ***********************************************************************
 DH9401  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9401  DESIGNATION -  BEACH
 DH9401  PID         -  DH9401
 DH9401  STATE/COUNTY-  NC/MOORE
 DH9401  USGS QUAD   -  SOUTHERN PINES (1984)
 DH9401
 DH9401                         *CURRENT SURVEY CONTROL
 DH9401  ___________________________________________________________________
 DH9401* NAD 83(2001)-  35 09 58.52195(N)    079 29 45.59897(W)     ADJUSTED  
 DH9401* NAVD 88     -       132.37   (meters)     434.3    (feet)  GPS OBS   
 DH9401  ___________________________________________________________________
 DH9401  X           -     951,611.000 (meters)                     COMP
 DH9401  Y           -  -5,132,433.641 (meters)                     COMP
 DH9401  Z           -   3,653,018.743 (meters)                     COMP
 DH9401  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 DH9401  ELLIP HEIGHT-         100.892 (meters)          (04/27/06) ADJUSTED
 DH9401  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 DH9401  HORZ ORDER  -  FIRST
 DH9401  ELLP ORDER  -  FOURTH    CLASS II
 DH9401
 DH9401.The horizontal coordinates were established by GPS observations
 DH9401.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2006.
 DH9401
 DH9401.The orthometric height was determined by GPS observations and a
 DH9401.high-resolution geoid model.
 DH9401.The orthometric height was determined by GPS observations and a
 DH9401.high-resolution geoid model using precise GPS observation and
 DH9401.processing techniques.
 DH9401
 DH9401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9401
 DH9401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9401
 DH9401.The ellipsoidal height was determined by GPS observations
 DH9401.and is referenced to NAD 83.
 DH9401
 DH9401.The geoid height was determined by GEOID03.
 DH9401
 DH9401;                    North         East     Units Scale Factor Converg.
 DH9401;SPC NC       -   157,218.046   564,419.984   MT  0.99987370   -0 17 10.6
 DH9401;SPC NC       -   515,806.21  1,851,767.90   sFT  0.99987370   -0 17 10.6
 DH9401;UTM  17      - 3,892,516.020   636,969.681   MT  0.99983121   +0 51 58.9
 DH9401
 DH9401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9401!SPC NC       -   0.99998416  x   0.99987370  =   0.99985787
 DH9401!UTM  17      -   0.99998416  x   0.99983121  =   0.99981538
 DH9401
 DH9401:                Primary Azimuth Mark                     Grid Az
 DH9401:SPC NC       -  VISTA                                    107 43 25.5
 DH9401:UTM  17      -  VISTA                                    106 34 16.0
 DH9401
 DH9401|---------------------------------------------------------------------|
 DH9401| PID    Reference Object                     Distance      Geod. Az  |
 DH9401|                                                           dddmmss.s |
 DH9401| DH9400 VISTA                               APPROX. 0.5 KM 1072614.9 |
 DH9401|---------------------------------------------------------------------|
 DH9401
 DH9401                          SUPERSEDED SURVEY CONTROL
 DH9401
 DH9401  NAD 83(1986)-  35 09 58.52919(N)    079 29 45.60439(W) AD(       ) 1
 DH9401
 DH9401.Superseded values are not recommended for survey control.
 DH9401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9401.See file dsdata.txt to determine how the superseded data were derived.
 DH9401
 DH9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3697092516(NAD 83)
 DH9401_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9401_STAMPING: BEACH 2005
 DH9401_MARK LOGO: NCGS  
 DH9401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9401+STABILITY: SURFACE MOTION
 DH9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9401+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2007
 DH9401
 DH9401  HISTORY     - Date     Condition        Report By
 DH9401  HISTORY     - 2005     MONUMENTED       NCGS
 DH9401  HISTORY     - 20071019 GOOD             NCGS
 DH9401
 DH9401                          STATION DESCRIPTION
 DH9401
 DH9401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005
 DH9401'STATION IS LOCATED ABOUT 2.2 MI (3.54 KM) SOUTHWEST OF PINEHURST, 4.5
 DH9401'MI (7.24 KM) WEST-NORTHWEST OF ABERDEEN, AND AT THE PINEHURST BEACH
 DH9401'CLUB.
 DH9401' 
 DH9401'PROCEED ALONG NC 5 FOR 4.8 MI (7.72 KM) WEST FROM US 1 TO LAKE HILLS
 DH9401'ROAD, THENCE WEST ALONG LAKE HILLS ROAD FOR 0.15 MI (0.24 KM) TO
 DH9401'DIAMOND HEAD DRIVE, THENCE SOUTH ALONG DIAMOND HEAD DRIVE FOR 1.6 MI
 DH9401'(2.57 KM) TO DENICHILO COURT, THENCE NORTHEAST FOR 0.10 MI (0.16 KM)
 DH9401'TO STATION, NEAR SOUTHEAST CORNER OF THE PARKING LOT OF THE BEACH
 DH9401'CLUB.
 DH9401' 
 DH9401'MARK IS ABOUT 0.5-FOOT HIGHER THAN DENICHILO COURT AND IS FLUSH WITH
 DH9401'THE GROUND.  LOCATED 67.6 FT (20.6 M) NORTH OF THE CENTERLINE OF
 DH9401'DENICHILO COURT, 116.8 FT (35.6 M) NORTHWEST OF FLAG POLE, 1.6 FT (0.5
 DH9401'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING LOT, AND 89.4 FT
 DH9401'(27.2 M) EAST-SOUTHEAST PINE WITH REFERENCE TAG.
 DH9401
 DH9401                          STATION RECOVERY (2007)
 DH9401
 DH9401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007
 DH9401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2231 ***********************************************************************
 EA2231  DESIGNATION -  BEACH RESET
 EA2231  PID         -  EA2231
 EA2231  STATE/COUNTY-  NC/ONSLOW
 EA2231  USGS QUAD   -  HUBERT (1988)
 EA2231
 EA2231                         *CURRENT SURVEY CONTROL
 EA2231  ___________________________________________________________________
 EA2231* NAD 83(2001)-  34 38 26.59909(N)    077 08 48.22843(W)     ADJUSTED  
 EA2231* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2231  ___________________________________________________________________
 EA2231  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 EA2231  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA2231  HORZ ORDER  -  THIRD
 EA2231
 EA2231.The horizontal coordinates were established by classical geodetic methods
 EA2231.and adjusted by the National Geodetic Survey in August 2005.
 EA2231
 EA2231.The orthometric height was scaled from a topographic map.
 EA2231
 EA2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2231
 EA2231.The geoid height was determined by GEOID03.
 EA2231
 EA2231;                    North         East     Units Scale Factor Converg.
 EA2231;SPC NC       -   100,395.131   779,497.057   MT  0.99992906   +1 04 10.7
 EA2231;SPC NC       -   329,379.69  2,557,399.93   sFT  0.99992906   +1 04 10.7
 EA2231;UTM  18      - 3,835,297.533   303,238.532   MT  1.00007721   -1 13 14.4
 EA2231
 EA2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2231!SPC NC       -   1.00000572  x   0.99992906  =   0.99993478
 EA2231!UTM  18      -   1.00000572  x   1.00007721  =   1.00008293
 EA2231
 EA2231:                Primary Azimuth Mark                     Grid Az
 EA2231:SPC NC       -  QUEEN RESET                              012 37 01.6
 EA2231:UTM  18      -  QUEEN RESET                              014 54 26.7
 EA2231
 EA2231|---------------------------------------------------------------------|
 EA2231| PID    Reference Object                     Distance      Geod. Az  |
 EA2231|                                                           dddmmss.s |
 EA2231| EA2243 QUEEN RESET                         APPROX. 3.4 KM 0134112.3 |
 EA2231| EA2236 BOGUE SOUND BEACON 27C              APPROX. 3.1 KM 2743748.7 |
 EA2231|---------------------------------------------------------------------|
 EA2231
 EA2231                          SUPERSEDED SURVEY CONTROL
 EA2231
 EA2231  NAD 83(1986)-  34 38 26.61156(N)    077 08 48.24023(W) AD(       ) 3
 EA2231  NAD 27      -  34 38 26.02400(N)    077 08 49.41300(W) AD(       ) 3
 EA2231
 EA2231.Superseded values are not recommended for survey control.
 EA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2231.See file dsdata.txt to determine how the superseded data were derived.
 EA2231
 EA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0323935298(NAD 83)
 EA2231_MARKER: DS = TRIANGULATION STATION DISK
 EA2231_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2231_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2231_STAMPING: BEACH 1914-1933
 EA2231_MARK LOGO: CGS   
 EA2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2231
 EA2231  HISTORY     - Date     Condition        Report By
 EA2231  HISTORY     - 1914     MONUMENTED       CGS
 EA2231  HISTORY     - 1927     POOR             CGS
 EA2231  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2231  HISTORY     - 1950     GOOD             CGS
 EA2231  HISTORY     - 1965     GOOD             CGS
 EA2231
 EA2231                          STATION DESCRIPTION
 EA2231
 EA2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2231'THIS STATION IS ABOUT 2 MILES NE FROM BEAR INLET, ON THE S BANK
 EA2231'OF THE CHANNEL FROM BOGUE INLET TO BEAR INLET, ABOUT 300
 EA2231'YARDS N OF TWO SMALL SAND MOUNDS.  THE CHANNEL JUST BEYOND THE
 EA2231'DREDGE CHANNEL TAKES A NORTHERLY DIRECTION FOR ABOUT 300 YARDS
 EA2231'AND THEN TURNS W.  THE STATION IS ABOUT 125 YARDS W OF THE LATTER
 EA2231'TURN, CLOSE TO HIGH-WATER MARK, ABOUT 3 YARDS FROM THE BANK.
 EA2231'
 EA2231'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2231'IN THE TOP OF A TILE.  THERE ARE
 EA2231'NO REFERENCE MARKS.
 EA2231
 EA2231                          STATION RECOVERY (1927)
 EA2231
 EA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2231'STATION RECOVERED.  TOP OF MARK BROKEN OFF 3 INCHES ABOVE
 EA2231'GROUND.  BASE OF MARK IN GOOD CONDITON.
 EA2231
 EA2231                          STATION RECOVERY (1933)
 EA2231
 EA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2231'THIS STATION IS ABOUT 2 MILES NE FROM BEAR INLET, ON THE S BANK
 EA2231'OF THE CHANNEL FROM BOGUE INLET TO BEAR INLET AND ABOUT 300
 EA2231'YARDS N OF 2 SMALL SAND MOUNDS.  THE CHANNEL TURNS TO THE N
 EA2231'JUST AFTER LEAVING THE DREDGE CHANNEL FOR ABOUT 300 YARDS AND
 EA2231'THEN TURNS W.  THE STATION IS ABOUT 125 YARDS W OF THE LATTER
 EA2231'TURN, IS AT ABOUT HIGH-WATER MARK, AND 3 YARDS FROM THE BANK.
 EA2231'
 EA2231'THE TILE WAS FOUND CHIPPED AND CRACKED AND THE OLD DISK
 EA2231'REMOVED BY VANDALS.  NEW STATION MARK, A STANDARD BRASS DISK
 EA2231'STAMPED---BEACH 1914-1933---, WAS PLACED IN A 10- BY 12-INCH
 EA2231'CONCRETE COLLAR BUILT AROUND OLD TILE AND CONCRETE, AND PROJECTS
 EA2231'6 INCHES ABOVE GROUND.  DISK BEING PLACED IN THE SAME HOLE IN
 EA2231'OLD CONCRETE IN OLD BROKEN TILE FROM WHICH OLD DISK HAD BEEN
 EA2231'REMOVED.  ALL OF STATION IS COVERED BY EXTREME HIGH WATER.
 EA2231'
 EA2231'NO SUITABLE PLACES FOR REFERENCE MARKS AS MARSH IS ALL
 EA2231'AROUND STATION HENCE NO REFERENCE MARKS WERE PLACED.  MARSH IS
 EA2231'SOFT MUD IN WHICH A 2 BY 2 CAN BE PUSHED 4 FEET DOWN BY HAND.
 EA2231
 EA2231                          STATION RECOVERY (1950)
 EA2231
 EA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2231'STATION WAS RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION
 EA2231'IS ADEQUATE.
 EA2231'
 EA2231'A 4- BY 4-INCH WHITE WITNESS POST PROJECTING 3 FEET WAS SET
 EA2231'3 FEET N OF THE STATION.
 EA2231
 EA2231                          STATION RECOVERY (1965)
 EA2231
 EA2231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2231'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 EA2231'DESCRIPTION BY H.O. IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 EA2231'
 EA2231'THE STATION IS 22.0 FEET SOUTH OF THE SHORELINE AND IS 2.0 FEET
 EA2231'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4209 ***********************************************************************
 EY4209  DESIGNATION -  BEACHAM
 EY4209  PID         -  EY4209
 EY4209  STATE/COUNTY-  NC/PITT
 EY4209  USGS QUAD   -  GRIMESLAND (1979)
 EY4209
 EY4209                         *CURRENT SURVEY CONTROL
 EY4209  ___________________________________________________________________
 EY4209* NAD 83(2007)-  35 37 29.54023(N)    077 10 43.53198(W)     ADJUSTED  
 EY4209* NAVD 88     -         6.48   (meters)      21.3    (feet)  LEVELING  
 EY4209  ___________________________________________________________________
 EY4209  EPOCH DATE  -        2002.00
 EY4209  X           -   1,151,785.962 (meters)                     COMP
 EY4209  Y           -  -5,060,919.626 (meters)                     COMP
 EY4209  Z           -   3,694,421.219 (meters)                     COMP
 EY4209  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 EY4209  ELLIP HEIGHT-         -29.708 (meters)          (02/10/07) ADJUSTED
 EY4209  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EY4209
 EY4209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4209  Type    PID    Designation                      North   East  Ellip
 EY4209  -------------------------------------------------------------------
 EY4209  NETWORK EY4209 BEACHAM                           0.94   0.80   1.76
 EY4209  -------------------------------------------------------------------
 EY4209  VERT ORDER  -  THIRD ?
 EY4209
 EY4209.The horizontal coordinates were established by GPS observations
 EY4209.and adjusted by the National Geodetic Survey in February 2007.
 EY4209
 EY4209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4209.The horizontal coordinates are valid at the epoch date displayed above.
 EY4209.The epoch date for horizontal control is a decimal equivalence
 EY4209.of Year/Month/Day.
 EY4209
 EY4209.The orthometric height was determined by differential leveling.
 EY4209.The vertical network tie was performed by a horz. field party for horz.
 EY4209.obs reductions. Reset procedures were used to establish the elevation.
 EY4209
 EY4209.Photographs are available for this station.
 EY4209
 EY4209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4209
 EY4209.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4209
 EY4209.The ellipsoidal height was determined by GPS observations
 EY4209.and is referenced to NAD 83.
 EY4209
 EY4209.The geoid height was determined by GEOID03.
 EY4209
 EY4209;                    North         East     Units Scale Factor Converg.
 EY4209;SPC NC       -   209,494.680   774,558.403   MT  0.99989373   +1 03 04.2
 EY4209;SPC NC       -   687,317.13  2,541,197.03   sFT  0.99989373   +1 03 04.2
 EY4209;UTM  18      - 3,944,528.360   302,692.471   MT  1.00007975   -1 16 10.1
 EY4209
 EY4209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4209!SPC NC       -   1.00000466  x   0.99989373  =   0.99989839
 EY4209!UTM  18      -   1.00000466  x   1.00007975  =   1.00008441
 EY4209
 EY4209                          SUPERSEDED SURVEY CONTROL
 EY4209
 EY4209  NAD 83(1986)-  35 37 29.55133(N)    077 10 43.54155(W) AD(       ) 1
 EY4209  NAD 83(2001)-  35 37 29.54063(N)    077 10 43.53160(W) AD(       ) 1
 EY4209  ELLIP H (02/27/04)  -29.708  (m)                       GP(       ) 4 1
 EY4209  NAD 83(1986)-  35 37 29.55495(N)    077 10 43.53933(W) AD(       ) 2
 EY4209  NGVD 29 (10/26/90)    6.82   (m)           22.4    (f) LEVELING    3  
 EY4209
 EY4209.Superseded values are not recommended for survey control.
 EY4209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4209.See file dsdata.txt to determine how the superseded data were derived.
 EY4209
 EY4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0269244528(NAD 83)
 EY4209_MARKER: DE = TRAVERSE STATION DISK
 EY4209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4209_STAMPING: BEACHAM 1979
 EY4209_MARK LOGO: NCGS  
 EY4209_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4209+STABILITY: SURFACE MOTION
 EY4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4209+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 EY4209
 EY4209  HISTORY     - Date     Condition        Report By
 EY4209  HISTORY     - 1979     MONUMENTED       NCGS
 EY4209  HISTORY     - 19870406 GOOD             USPSQD
 EY4209  HISTORY     - 20030319 GOOD             NCGS
 EY4209  HISTORY     - 20060225 GOOD             USPSQD
 EY4209
 EY4209                          STATION DESCRIPTION
 EY4209
 EY4209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4209'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES EAST-NORTHEAST OF
 EY4209'PACTOLUS, 4.3 MILES NORTH OF GRIMESLAND AND 11.6 MILES EAST OF
 EY4209'GREENVILLE.
 EY4209'
 EY4209'TO REACH STATION FROM INTERSECTION OF US 264 WITH NC 30 IN THE
 EY4209'COMMUNITY OF PACTOLUS, PROCEED EASTERLY ALONG US 264 FOR 1.3 MILES TO
 EY4209'SR 1550 AND STATION ON THE LEFT.
 EY4209'
 EY4209'STATION MARK IS A STANDARD DISK STAMPED---BEACHAM 1979---SET IN TOP
 EY4209'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND
 EY4209'SURFACE. THE MARK IS 65.8 FEET NORTH-NORTHEAST OF CENTERLINE OF
 EY4209'US 264, 16.5 FEET EAST-SOUTHEAST OF CENTERLINE OF SR 1550, 56.1 FEET
 EY4209'WEST OF 8 INCH GUM WITH REFERENCE TAG AND 70.5 FEET SOUTHWEST OF 18
 EY4209'INCH PINE WITH REFERENCE TAG.
 EY4209
 EY4209                          STATION RECOVERY (1987)
 EY4209
 EY4209'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY4209'RECOVERED IN GOOD CONDITION.
 EY4209
 EY4209                          STATION RECOVERY (2003)
 EY4209
 EY4209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EY4209'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 EY4209'SR 1550 IS SHEPPARD MILL ROAD.
 EY4209
 EY4209                          STATION RECOVERY (2006)
 EY4209
 EY4209'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY4209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2609 ***********************************************************************
 AH2609  DESIGNATION -  BEACHES
 AH2609  PID         -  AH2609
 AH2609  STATE/COUNTY-  NC/LINCOLN
 AH2609  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2609
 AH2609                         *CURRENT SURVEY CONTROL
 AH2609  ___________________________________________________________________
 AH2609* NAD 83(2001)-  35 26 30.95262(N)    080 58 59.76041(W)     ADJUSTED  
 AH2609* NAVD 88     -       249.5    (meters)     819.     (feet)  VERTCON   
 AH2609  ___________________________________________________________________
 AH2609  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 AH2609  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 AH2609  HORZ ORDER  -  SECOND
 AH2609
 AH2609.The horizontal coordinates were established by classical geodetic methods
 AH2609.and adjusted by the National Geodetic Survey in August 2005.
 AH2609
 AH2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2609
 AH2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2609
 AH2609.The geoid height was determined by GEOID03.
 AH2609
 AH2609;                    North         East     Units Scale Factor Converg.
 AH2609;SPC NC       -   189,484.903   429,565.153   MT  0.99987808   -1 08 40.9
 AH2609;SPC NC       -   621,668.39  1,409,331.67   sFT  0.99987808   -1 08 40.9
 AH2609;UTM  17      - 3,922,053.483   501,518.679   MT  0.99960003   +0 00 34.9
 AH2609
 AH2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2609!SPC NC       -   0.99996573  x   0.99987808  =   0.99984381
 AH2609!UTM  17      -   0.99996573  x   0.99960003  =   0.99956577
 AH2609
 AH2609                          SUPERSEDED SURVEY CONTROL
 AH2609
 AH2609  NAD 83(1986)-  35 26 30.96580(N)    080 58 59.76753(W) AD(       ) 2
 AH2609  NGVD 29 (08/11/98)  249.8    (m)          820.     (f) VERT ANG    3  
 AH2609
 AH2609.Superseded values are not recommended for survey control.
 AH2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2609.See file dsdata.txt to determine how the superseded data were derived.
 AH2609
 AH2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0151922053(NAD 83)
 AH2609_MARKER: DE = TRAVERSE STATION DISK
 AH2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2609_STAMPING: BEACHES 1985
 AH2609_MARK LOGO: NCGS  
 AH2609_PROJECTION: FLUSH
 AH2609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2609+STABILITY: SURFACE MOTION
 AH2609
 AH2609  HISTORY     - Date     Condition        Report By
 AH2609  HISTORY     - 1985     MONUMENTED       NCGS
 AH2609  HISTORY     - 20000325 GOOD             USPSQD
 AH2609  HISTORY     - 20010611 MARK NOT FOUND   USPSQD
 AH2609
 AH2609                          STATION DESCRIPTION
 AH2609
 AH2609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2609'STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) SOUTH-SOUTHEAST OF DENVER,
 AH2609'AND 13.7 KM (8.5 MI) WEST-SOUTHWEST OF DAVIDSON. ALONG NC 73 FOR 1.4
 AH2609'KM (0.9 MI) SOUTHEAST FROM NC 16, OR 0.3 KM (0.2 MI) NORTHWEST FROM SR
 AH2609'1448, IN THE SHOULDER. MARK IS ABOUT 1 FOOT HIGHER THAN THE HIGHWAY
 AH2609'AND IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 6.71 M (22.01 FT)
 AH2609'NORTH-NORTHEAST OF THE CENTERLINE OF NC 73, 53.28 M (174.80 FT)
 AH2609'EAST-SOUTHEAST OF THE NORTH END OF A CONCRETE CULVERT, 9.54 M (31.30
 AH2609'FT) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL, 26.7 M (87.6 FT) NORTHEAST
 AH2609'OF A PAY TELEPHONE BOOTH POST, 55.96 M (183.60 FT) WEST-NORTHWEST OF A
 AH2609'26-INCH OAK, AND 17.16 M (56.30 FT) WEST OF A FENCE POST WITH A
 AH2609'REFERENCE TAG.
 AH2609
 AH2609                          STATION RECOVERY (2000)
 AH2609
 AH2609'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2609'RECOVERED IN GOOD CONDITION.
 AH2609
 AH2609                          STATION RECOVERY (2001)
 AH2609
 AH2609'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2609'NOT FOUND.  SEARCHED AREA WITH A MICRONTA 4001 METAL DETECTOR.  NO PAY
 AH2609'TELEPHONE BOOTH POST OR FENCE POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2031 ***********************************************************************
 FA2031  DESIGNATION -  BEACHUM
 FA2031  PID         -  FA2031
 FA2031  STATE/COUNTY-  NC/ANSON
 FA2031  USGS QUAD   -  POLKTON (1970)
 FA2031
 FA2031                         *CURRENT SURVEY CONTROL
 FA2031  ___________________________________________________________________
 FA2031* NAD 83(2001)-  35 00 06.27649(N)    080 12 53.08354(W)     ADJUSTED  
 FA2031* NAVD 88     -        91.7    (meters)     301.     (feet)  VERTCON   
 FA2031  ___________________________________________________________________
 FA2031  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 FA2031  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FA2031  HORZ ORDER  -  SECOND
 FA2031
 FA2031.The horizontal coordinates were established by classical geodetic methods
 FA2031.and adjusted by the National Geodetic Survey in August 2005.
 FA2031
 FA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2031
 FA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2031
 FA2031.The geoid height was determined by GEOID03.
 FA2031
 FA2031;                    North         East     Units Scale Factor Converg.
 FA2031;SPC NC       -   139,534.412   498,727.531   MT  0.99988206   -0 42 04.0
 FA2031;SPC NC       -   457,789.15  1,636,241.91   sFT  0.99988206   -0 42 04.0
 FA2031;UTM  17      - 3,873,518.072   571,655.033   MT  0.99966328   +0 27 01.6
 FA2031
 FA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2031!SPC NC       -   0.99999039  x   0.99988206  =   0.99987246
 FA2031!UTM  17      -   0.99999039  x   0.99966328  =   0.99965368
 FA2031
 FA2031:                Primary Azimuth Mark                     Grid Az
 FA2031:SPC NC       -  POLKTON MUN WATER TANK                   050 26 52.7
 FA2031:UTM  17      -  POLKTON MUN WATER TANK                   049 17 47.1
 FA2031
 FA2031|---------------------------------------------------------------------|
 FA2031| PID    Reference Object                     Distance      Geod. Az  |
 FA2031|                                                           dddmmss.s |
 FA2031| FA2023 POLKTON MUN WATER TANK              APPROX. 1.3 KM 0494448.7 |
 FA2031| FA2024 BANK                                APPROX. 1.0 KM 0842050.9 |
 FA2031|---------------------------------------------------------------------|
 FA2031
 FA2031                          SUPERSEDED SURVEY CONTROL
 FA2031
 FA2031  NAD 83(1986)-  35 00 06.29004(N)    080 12 53.09286(W) AD(       ) 2
 FA2031  NAD 27      -  35 00 05.73127(N)    080 12 53.87090(W) AD(       ) 2
 FA2031  NGVD 29 (07/19/86)   92.0    (m)          302.     (f) VERT ANG    3  
 FA2031
 FA2031.Superseded values are not recommended for survey control.
 FA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2031.See file dsdata.txt to determine how the superseded data were derived.
 FA2031
 FA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7165573518(NAD 83)
 FA2031_MARKER: DE = TRAVERSE STATION DISK
 FA2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2031_STAMPING: BEACHUM 1970
 FA2031_MARK LOGO: NCGS  
 FA2031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2031+STABILITY: SURFACE MOTION
 FA2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2031+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 FA2031
 FA2031  HISTORY     - Date     Condition        Report By
 FA2031  HISTORY     - 1970     MONUMENTED       NCGS
 FA2031  HISTORY     - 1975     GOOD             NCGS
 FA2031  HISTORY     - 1987     GOOD             USPSQD
 FA2031  HISTORY     - 19980223 GOOD             USPSQD
 FA2031  HISTORY     - 20031117 GOOD             NCGS
 FA2031  HISTORY     - 20060914 GOOD             USPSQD
 FA2031
 FA2031                          STATION DESCRIPTION
 FA2031
 FA2031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2031'BEACHUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2031'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 FA2031'
 FA2031'BEACHUM IS LOCATED IN WEST SECTION OF POLKTON.  TO REACH
 FA2031'STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 218 AT TOWN OF
 FA2031'POLKTON, GO WEST ON US 74 FOR 0.55 MILE TO Y INTERSECTION OF US 74
 FA2031'AND SR 1419, CONTINUE WEST ON US 74 FOR 0.1 MILE TO STATION ON
 FA2031'NORTH SIDE OF WEST BOUND TRAFFIC, IN SOUTHEAST CORNER OF YARD OF
 FA2031'HOME OF MR. BEACHUM, AND IN NORTHWEST CORNER OF INTERSECTION OF
 FA2031'US 74 AND SR 1251.
 FA2031'
 FA2031'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEACHUM
 FA2031'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2031'FLUSH WITH THE SURFACE OF THE GROUND.
 FA2031'
 FA2031'MARK IS
 FA2031'31.0 FEET N OF C/L OF W BOUND LANE OF US 74.
 FA2031'17.8 FEET W OF C/L OF DIRT ROAD.
 FA2031'114.4 FEET SW OF ALUMINUM REF. TAG ON PP NO. 2993.
 FA2031'72.5 FEET SW OF TOP OF HYDRANT.
 FA2031'6.4 FEET SSW OF ALUMINUM REF. TAG ON STOP SIGN.
 FA2031'22.7 FEET SSE OF ALUMINUM REF. TAG ON TP.
 FA2031
 FA2031                          STATION RECOVERY (1975)
 FA2031
 FA2031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (LWA)
 FA2031'BEACHUM 1970 RECOVERED IN GOOD CONDITION.
 FA2031'
 FA2031'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WEST SECTION OF
 FA2031'POLKTON.
 FA2031
 FA2031                          STATION RECOVERY (1987)
 FA2031
 FA2031'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA2031'RECOVERED IN GOOD CONDITION.
 FA2031
 FA2031                          STATION RECOVERY (1998)
 FA2031
 FA2031'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2031'RECOVERED IN GOOD CONDITION.
 FA2031
 FA2031                          STATION RECOVERY (2003)
 FA2031
 FA2031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA2031'RECOVERED AS DESCRIBED.  A STEEL SPIKE WAS SET NEXT TO THE MONUMENT.
 FA2031
 FA2031                          STATION RECOVERY (2006)
 FA2031
 FA2031'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2543 ***********************************************************************
 EZ2543  DESIGNATION -  BEACON
 EZ2543  PID         -  EZ2543
 EZ2543  STATE/COUNTY-  NC/WAKE
 EZ2543  USGS QUAD   -  RALEIGH EAST (1993)
 EZ2543
 EZ2543                         *CURRENT SURVEY CONTROL
 EZ2543  ___________________________________________________________________
 EZ2543* NAD 83(2007)-  35 47 41.99178(N)    078 35 06.06695(W)     ADJUSTED  
 EZ2543* NAVD 88     -        69.947  (meters)     229.48   (feet)  ADJUSTED  
 EZ2543  ___________________________________________________________________
 EZ2543  EPOCH DATE  -        2002.00
 EZ2543  X           -   1,025,067.177 (meters)                     COMP
 EZ2543  Y           -  -5,076,915.081 (meters)                     COMP
 EZ2543  Z           -   3,709,787.069 (meters)                     COMP
 EZ2543  LAPLACE CORR-          -7.93  (seconds)                    DEFLEC99
 EZ2543  ELLIP HEIGHT-          36.836 (meters)          (02/10/07) ADJUSTED
 EZ2543  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ2543  DYNAMIC HT  -          69.886 (meters)     229.28  (feet)  COMP
 EZ2543
 EZ2543  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2543  Type    PID    Designation                      North   East  Ellip
 EZ2543  -------------------------------------------------------------------
 EZ2543  NETWORK EZ2543 BEACON                            0.41   0.33   1.27
 EZ2543  -------------------------------------------------------------------
 EZ2543  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 EZ2543
 EZ2543  VERT ORDER  -  SECOND    CLASS I
 EZ2543
 EZ2543.The horizontal coordinates were established by GPS observations
 EZ2543.and adjusted by the National Geodetic Survey in February 2007.
 EZ2543
 EZ2543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2543.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2543.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2543.The epoch date for horizontal control is a decimal equivalence
 EZ2543.of Year/Month/Day.
 EZ2543
 EZ2543.The orthometric height was determined by differential leveling
 EZ2543.and adjusted in June 1991.
 EZ2543
 EZ2543.Photographs are available for this station.
 EZ2543
 EZ2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2543
 EZ2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2543
 EZ2543.The ellipsoidal height was determined by GPS observations
 EZ2543.and is referenced to NAD 83.
 EZ2543
 EZ2543.The geoid height was determined by GEOID03.
 EZ2543
 EZ2543.The dynamic height is computed by dividing the NAVD 88
 EZ2543.geopotential number by the normal gravity value computed on the
 EZ2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2543.degrees latitude (g = 980.6199 gals.).
 EZ2543
 EZ2543.The modeled gravity was interpolated from observed gravity values.
 EZ2543
 EZ2543;                    North         East     Units Scale Factor Converg.
 EZ2543;SPC NC       -   226,934.100   647,110.865   MT  0.99991744   +0 14 22.3
 EZ2543;SPC NC       -   744,532.96  2,123,062.90   sFT  0.99991744   +0 14 22.3
 EZ2543;UTM  17      - 3,963,902.105   718,239.041   MT  1.00018693   +1 24 47.0
 EZ2543
 EZ2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2543!SPC NC       -   0.99999422  x   0.99991744  =   0.99991166
 EZ2543!UTM  17      -   0.99999422  x   1.00018693  =   1.00018115
 EZ2543
 EZ2543:                Primary Azimuth Mark                     Grid Az
 EZ2543:SPC NC       -  TAYLORS                                  069 00 59.8
 EZ2543:UTM  17      -  TAYLORS                                  067 50 35.1
 EZ2543
 EZ2543|---------------------------------------------------------------------|
 EZ2543| PID    Reference Object                     Distance      Geod. Az  |
 EZ2543|                                                           dddmmss.s |
 EZ2543| EZ2494 TAYLORS                             APPROX. 1.3 KM 0691522.1 |
 EZ2543| EZ5080 SWAINS                              184.606 METERS 17030     |
 EZ2543|---------------------------------------------------------------------|
 EZ2543
 EZ2543                          SUPERSEDED SURVEY CONTROL
 EZ2543
 EZ2543  NAD 83(1986)-  35 47 41.99554(N)    078 35 06.07731(W) AD(       ) 1
 EZ2543  NAD 83(2001)-  35 47 41.99180(N)    078 35 06.06720(W) AD(       ) B
 EZ2543  ELLIP H (02/06/04)   36.827  (m)                       GP(       ) 4 1
 EZ2543  NAD 83(1986)-  35 47 41.99608(N)    078 35 06.07727(W) AD(       ) 2
 EZ2543  NAD 27      -  35 47 41.45937(N)    078 35 07.06259(W) AD(       ) 2
 EZ2543  NAVD 88 (02/06/04)   69.95   (m)          229.5    (f) LEVELING    3  
 EZ2543  NGVD 29 (??/??/92)   70.226  (m)          230.40   (f) ADJ UNCH    2 1
 EZ2543
 EZ2543.Superseded values are not recommended for survey control.
 EZ2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2543.See file dsdata.txt to determine how the superseded data were derived.
 EZ2543
 EZ2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1823963902(NAD 83)
 EZ2543_MARKER: DE = TRAVERSE STATION DISK
 EZ2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2543_SP_SET: CONCRETE POST
 EZ2543_STAMPING: BEACON 1965
 EZ2543_MARK LOGO: NCGS  
 EZ2543_PROJECTION: RECESSED 15 CENTIMETERS
 EZ2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2543+STABILITY: SURFACE MOTION
 EZ2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2543+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ2543
 EZ2543  HISTORY     - Date     Condition        Report By
 EZ2543  HISTORY     - 1965     MONUMENTED       NCGS
 EZ2543  HISTORY     - 1977     GOOD             NCGS
 EZ2543  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 EZ2543  HISTORY     - 1982     GOOD             LOCSUR
 EZ2543  HISTORY     - 1984     GOOD             NCGS
 EZ2543  HISTORY     - 1984     GOOD             NCGS
 EZ2543  HISTORY     - 20030707 GOOD             DEWDAV
 EZ2543  HISTORY     - 20040806 GOOD             USPSQD
 EZ2543  HISTORY     - 20050917 GOOD             USPSQD
 EZ2543  HISTORY     - 20051020 GOOD             USPSQD
 EZ2543
 EZ2543                          STATION DESCRIPTION
 EZ2543
 EZ2543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ2543'BEACON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2543'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ2543'
 EZ2543'BEACON IS 3.3 MILES ENE OF RALEIGH.  LOCATED 0.3 MILES NE
 EZ2543'ALONG U.S. 64 FROM BRIDGE OVER NORFOLK SOUTHERN RR.  0.3 MILES
 EZ2543'SW OF SR 2205.  APPROXIMATELY 100 FT SW OF U.S. 1 BYPASS AND
 EZ2543'APPROXIMATELY 300 FT NW OF U.S. 64.
 EZ2543'
 EZ2543'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2543'BEACON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2543'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2543'
 EZ2543'MARK IS
 EZ2543'
 EZ2543'19.0 FT E OF C/L OF ACCESS ROAD
 EZ2543'
 EZ2543'9.0 FT E OF YELLOW ARROW PAINTED ON ROAD
 EZ2543'
 EZ2543'12.8 FT W OF CENTER BRACE POST IN FENCE
 EZ2543'
 EZ2543'62.3 FT N OF PP WITH ALUMINUM REF. TAG
 EZ2543'
 EZ2543'41.6 FT NE OF CURVE SIGN WITH ALUMINUM REF. TAG
 EZ2543'
 EZ2543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2543
 EZ2543                          STATION RECOVERY (1977)
 EZ2543
 EZ2543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EZ2543'3.2 MI NE FROM RALEIGH.
 EZ2543'STATION IS LOCATED IN EAST SHOULDER OF YONKER RD., ON WEST SIDE OF THE
 EZ2543'US 64 BYPASS (BELTLINE) AND US 64 BUSINESS (NEW BERN AVE.) INTERCHANGE
 EZ2543'IN FRONT OF THE DURHAM-RALEIGH FORD TRUCK BUILDING AND APPROXIMATELY
 EZ2543'300 FEET NORTHWEST OF NEW BERN AVE.  19.0 FT. E OF CENTERLINE OF
 EZ2543'ACCESS ROAD, 12.8 FT. W OF CENTER OF BRACE POST IN FENCE AND 41.6 FT.
 EZ2543'NE OF CURVE SIGN WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EZ2543'CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2543
 EZ2543                          STATION RECOVERY (1981)
 EZ2543
 EZ2543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK)
 EZ2543'ALL REFERENCES ARE GONE, STATION WAS NOT RECOVERED AFTER A 1 HOUR
 EZ2543'SEARCH, BUT IT MIGHT STILL EXIST.
 EZ2543
 EZ2543                          STATION RECOVERY (1982)
 EZ2543
 EZ2543'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (DB)
 EZ2543'THE STATION WAS RECOVERED IN GOOD CONDITION BUT DUE TO CHANGES IN THE
 EZ2543'AREA A COMPLETE NEW DESCRIPTION WAS WRITTEN.
 EZ2543'
 EZ2543'THE STATION IS LOCATED IN EAST RALEIGH, ON WEST SIDE OF THE US 64,
 EZ2543'NEW BERN AVENUE AND YONKERS ROAD INTERCHANGE, 0.2 MILE NORTH ALONG
 EZ2543'YONKERS ROAD FROM INTERSECTION WITH NEW BERN AVENUE AND IN FRONT OF
 EZ2543'THE DUR-RAL FORD TRUCK REPAIR AND SALES BUILDING.
 EZ2543'
 EZ2543'THE STATION IS A STANDARD NCGS TRAVERSE DISK STAMPED---BEACON 1965---
 EZ2543'SET IN TOP OF A 9 INCH CONCRETE CYLINDER. RECESSED 1 INCH BELOW GROUND
 EZ2543'SURFACE.
 EZ2543'
 EZ2543'THE MARK IS 19.0 FEET EAST OF CENTERLINE OF YONKERS ROAD, 12.4 FEET
 EZ2543'NORTHWEST OF CENTER FENCE BRACE POST, 46.3 FEET SOUTHEAST OF CENTER OF
 EZ2543'MANHOLE COVER, AND 36.4 FEET EAST OF A CURVE SIGN POST WITH REFERENCE
 EZ2543'TAG.
 EZ2543
 EZ2543                          STATION RECOVERY (1984)
 EZ2543
 EZ2543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ2543'THE STATION WAS RECOVERED AT THIS DATE.
 EZ2543'MARK IS IN GOOD CONDITION AS DESCRIBED.
 EZ2543'
 EZ2543'STATION IS ALSO A BENCH MARK.
 EZ2543
 EZ2543                          STATION RECOVERY (1984)
 EZ2543
 EZ2543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ2543'RECOVERED IN GOOD CONDITION.
 EZ2543
 EZ2543                          STATION RECOVERY (2003)
 EZ2543
 EZ2543'RECOVERY NOTE BY DEWBERRY DAVIS 2003 (RB)
 EZ2543'THE STATION IS LOCATED IN EAST RALEIGH, WEST (INSIDE) OF THE I-440
 EZ2543'BELTWAY NEAR THE NEW
 EZ2543'BERN AVENUE INTERCHANGE.
 EZ2543'TO REACH THE STATION FROM THE INTERSECTION OF I-440 AND NEW BERN
 EZ2543'AVENUE, PROCEED WEST
 EZ2543'ON NEW BERN AVENUE APPROXIMATELY 100 YARDS TO THE FIRST TRAFFIC LIGHT
 EZ2543'(YONKERS ROAD).
 EZ2543'TURN RIGHT ONTO YONDERS ROAD APPROXIMATELY 0.2 MILES TO THE FORD
 EZ2543'DEALERSHIP. THE
 EZ2543'MONUMENT IS ON THE EAST SIDE OF YONKERS ROAD,  ACROSS THE ROAD FROM
 EZ2543'THE FORD
 EZ2543'DEALERSHIP AND ACROSS FROM THE 20 MPH CURVE SIGN.
 EZ2543'THE STATION IS 11.3 METERS (37.1 FEET) EAST OF THE 20 MPH CURVE SIGN
 EZ2543'POST, 5.6 METERS (18.5
 EZ2543'FEET) EAST OF THE PAINTED CENTERLINE OF YONKERS ROAD,  AND 3.8 METERS
 EZ2543'(12.4 FEET)
 EZ2543'NORTHWEST OF THE CHAIN LINK CENTER FENCE BRACE POST.  THE STATION IS A
 EZ2543'BRASS DISK SET IN
 EZ2543'CONCRETE, STAMPED --- BEACON 1965 --- IN THE GRAVEL SHOULDER 2 METERS
 EZ2543'EAST OF THE EDGE OF
 EZ2543'PAVEMENT AND SET APPROXIMATELY 0.5 FEET BELOW THE GRAVEL SURFACE.
 EZ2543'
 EZ2543
 EZ2543                          STATION RECOVERY (2004)
 EZ2543
 EZ2543'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ2543'RECOVERED IN GOOD CONDITION.
 EZ2543
 EZ2543                          STATION RECOVERY (2005)
 EZ2543
 EZ2543'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ2543'RECOVERED IN GOOD CONDITION.
 EZ2543
 EZ2543                          STATION RECOVERY (2005)
 EZ2543
 EZ2543'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ2543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0561 ***********************************************************************
 EX0561  DESIGNATION -  BEACON
 EX0561  PID         -  EX0561
 EX0561  STATE/COUNTY-  NC/DARE
 EX0561  USGS QUAD   -  MANTEO (1983)
 EX0561
 EX0561                         *CURRENT SURVEY CONTROL
 EX0561  ___________________________________________________________________
 EX0561* NAD 83(2001)-  35 55 05.43317(N)    075 39 00.81295(W)     ADJUSTED  
 EX0561* NAVD 88     -              **(meters)            **(feet)            
 EX0561  ___________________________________________________________________
 EX0561  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 EX0561  GEOID HEIGHT-         -38.98  (meters)                     GEOID03
 EX0561  HORZ ORDER  -  THIRD
 EX0561
 EX0561.The horizontal coordinates were established by classical geodetic methods
 EX0561.and adjusted by the National Geodetic Survey in August 2005.
 EX0561
 EX0561
 EX0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0561
 EX0561.The geoid height was determined by GEOID03.
 EX0561
 EX0561;                    North         East     Units Scale Factor Converg.
 EX0561;SPC NC       -   245,622.407   911,865.430   MT  0.99994012   +1 56 00.2
 EX0561;SPC NC       -   805,846.18  2,991,678.50   sFT  0.99994012   +1 56 00.2
 EX0561;UTM  18      - 3,975,068.305   441,335.818   MT  0.99964241   -0 22 53.2
 EX0561
 EX0561                          SUPERSEDED SURVEY CONTROL
 EX0561
 EX0561  NAD 83(1986)-  35 55 05.45107(N)    075 39 00.82102(W) AD(       ) 4
 EX0561  NAD 27      -  35 55 04.84100(N)    075 39 02.20200(W) AD(       ) 3
 EX0561
 EX0561.Superseded values are not recommended for survey control.
 EX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0561.See file dsdata.txt to determine how the superseded data were derived.
 EX0561
 EX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4133675068(NAD 83)
 EX0561_MARKER: 14 = NAVIGATION LIGHT
 EX0561
 EX0561  HISTORY     - Date     Condition        Report By
 EX0561  HISTORY     - 1933     FIRST OBSERVED   CGS
 EX0561
 EX0561                          STATION DESCRIPTION
 EX0561
 EX0561'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1510 ***********************************************************************
 FW1510  DESIGNATION -  BEACON
 FW1510  PID         -  FW1510
 FW1510  STATE/COUNTY-  NC/CURRITUCK
 FW1510  USGS QUAD   -  COINJOCK (1982)
 FW1510
 FW1510                         *CURRENT SURVEY CONTROL
 FW1510  ___________________________________________________________________
 FW1510* NAD 83(2001)-  36 18 57.74391(N)    075 58 09.07402(W)     ADJUSTED  
 FW1510* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1510  ___________________________________________________________________
 FW1510  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 FW1510  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 FW1510  HORZ ORDER  -  THIRD
 FW1510
 FW1510.The horizontal coordinates were established by classical geodetic methods
 FW1510.and adjusted by the National Geodetic Survey in August 2005.
 FW1510
 FW1510.The orthometric height was scaled from a topographic map.
 FW1510
 FW1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1510
 FW1510.The geoid height was determined by GEOID03.
 FW1510
 FW1510;                    North         East     Units Scale Factor Converg.
 FW1510;SPC NC       -   288,823.823   881,745.975   MT  1.00004511   +1 44 57.5
 FW1510;SPC NC       -   947,582.83  2,892,861.59   sFT  1.00004511   +1 44 57.5
 FW1510;UTM  18      - 4,019,438.650   412,998.065   MT  0.99969326   -0 34 26.5
 FW1510
 FW1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1510!SPC NC       -   1.00000592  x   1.00004511  =   1.00005103
 FW1510!UTM  18      -   1.00000592  x   0.99969326  =   0.99969918
 FW1510
 FW1510:                Primary Azimuth Mark                     Grid Az
 FW1510:SPC NC       -  CANAL POINT WEST                         003 42 09.7
 FW1510:UTM  18      -  CANAL POINT WEST                         006 01 33.7
 FW1510
 FW1510|---------------------------------------------------------------------|
 FW1510| PID    Reference Object                     Distance      Geod. Az  |
 FW1510|                                                           dddmmss.s |
 FW1510| FW1529 CANAL POINT WEST                    APPROX. 0.5 KM 0052707.2 |
 FW1510| FW1527 CANAL POINT EAST                    421.434 METERS 0330940.4 |
 FW1510| FW1521 BLANK                               APPROX. 0.7 KM 1643517.4 |
 FW1510|---------------------------------------------------------------------|
 FW1510
 FW1510                          SUPERSEDED SURVEY CONTROL
 FW1510
 FW1510  NAD 83(1993)-  36 18 57.75311(N)    075 58 09.08414(W) AD(       ) 3
 FW1510  NAD 83(1986)-  36 18 57.75599(N)    075 58 09.10190(W) AD(       ) 3
 FW1510  NAD 27      -  36 18 57.19600(N)    075 58 10.38500(W) AD(       ) 3
 FW1510
 FW1510.Superseded values are not recommended for survey control.
 FW1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1510.See file dsdata.txt to determine how the superseded data were derived.
 FW1510
 FW1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1299819439(NAD 83)
 FW1510_MARK LOGO: USE   
 FW1510
 FW1510  HISTORY     - Date     Condition        Report By
 FW1510  HISTORY     - 1914     MONUMENTED       USE
 FW1510  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FW1510
 FW1510                          STATION DESCRIPTION
 FW1510
 FW1510'DESCRIBED BY US ENGINEERS 1914 (CLG)
 FW1510'ON THE E BANK OF NORTH RIVER ABOUT 14-1/2 MILES ABOVE ITS ENTRANCE
 FW1510'TO ALBEMARLE SOUND, ON A POINT OF LAND COVERED WITH WOODS, ON A
 FW1510'CYPRESS STUMP DIRECTLY OPPOSITE BEACON NO. 9.  THE STATION WAS
 FW1510'ESTABLISHED BY THE U.S. ENGINEERS.
 FW1510
 FW1510                          STATION RECOVERY (1934)
 FW1510
 FW1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1510'STATION COULD NOT BE FOUND AFTER LONG SEARCH.  A NEW STATION,
 FW1510'BEACON 2 WAS ESTABLISHED ON THE POINT 90 METERS TO THE N.
 FW1510'
 FW1510'COPY FROM LETER OF K.G.C. 2/15/35--
 FW1510'
 FW1510'I AM IN RECEIPT OF A LETTER FROM THE COMMANDING OFFICER OF THE
 FW1510'NATOMA, WHO ADVISES ME THAT SINCE THE TRIANGULATION TIE AT
 FW1510'STATION BEACON, BETWEEN THE WORK OF THIS PARTY AND THAT OF THE
 FW1510'NATOMA, HAS BEEN MADE THE ORIGINAL STATION OF BEACON U.S.E. HAS
 FW1510'BEEN FOUND.  THIS STATION IS AT THE S ENTRANCE OF THE CANAL OF
 FW1510'THE INLAND WATERWAY AT COINJOCK, NORTH CAROLINA.  THE NEW
 FW1510'STATION ESTABLISHED BY THE NATOMA, WHICH WE CALLED BEACON 1934,
 FW1510'SHOULD IN REALITY BE BEACON 2.  THE ORIGINAL STATION IS 3.2
 FW1510'METERS S AND E OF BEACON 2 AND THE AZIMUTH TO CHARTON FROM THE
 FW1510'ORIGINAL STATION IS 23 SECONDS MORE THAN THE AZIMUTH DETERMINED
 FW1510'BY THIS PARTY FROM BEACON 2 TO CHARTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4490 ***********************************************************************
 AE4490  DESIGNATION -  BEACON
 AE4490  PID         -  AE4490
 AE4490  STATE/COUNTY-  NC/IREDELL
 AE4490  USGS QUAD   -  MOORESVILLE (1993)
 AE4490
 AE4490                         *CURRENT SURVEY CONTROL
 AE4490  ___________________________________________________________________
 AE4490* NAD 83(2007)-  35 37 03.19376(N)    080 48 29.61360(W)     ADJUSTED  
 AE4490* NAVD 88     -       284.0    (meters)     932.     (feet)  GPS OBS   
 AE4490  ___________________________________________________________________
 AE4490  EPOCH DATE  -        2002.00
 AE4490  X           -     829,212.612 (meters)                     COMP
 AE4490  Y           -  -5,124,374.751 (meters)                     COMP
 AE4490  Z           -   3,693,925.550 (meters)                     COMP
 AE4490  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AE4490  ELLIP HEIGHT-         252.567 (meters)          (02/10/07) ADJUSTED
 AE4490  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AE4490
 AE4490  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4490  Type    PID    Designation                      North   East  Ellip
 AE4490  -------------------------------------------------------------------
 AE4490  NETWORK AE4490 BEACON                            0.92   0.73   1.20
 AE4490  -------------------------------------------------------------------
 AE4490
 AE4490.The horizontal coordinates were established by GPS observations
 AE4490.and adjusted by the National Geodetic Survey in February 2007.
 AE4490
 AE4490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4490.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4490.The horizontal coordinates are valid at the epoch date displayed above.
 AE4490.The epoch date for horizontal control is a decimal equivalence
 AE4490.of Year/Month/Day.
 AE4490
 AE4490.The orthometric height was determined by GPS observations and a
 AE4490.high-resolution geoid model.
 AE4490
 AE4490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4490
 AE4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4490
 AE4490.The ellipsoidal height was determined by GPS observations
 AE4490.and is referenced to NAD 83.
 AE4490
 AE4490.The geoid height was determined by GEOID03.
 AE4490
 AE4490;                    North         East     Units Scale Factor Converg.
 AE4490;SPC NC       -   208,661.353   445,807.950   MT  0.99989291   -1 02 37.2
 AE4490;SPC NC       -   684,583.12  1,462,621.58   sFT  0.99989291   -1 02 37.2
 AE4490;UTM  17      - 3,941,547.862   517,367.212   MT  0.99960372   +0 06 42.1
 AE4490
 AE4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4490!SPC NC       -   0.99996036  x   0.99989291  =   0.99985327
 AE4490!UTM  17      -   0.99996036  x   0.99960372  =   0.99956410
 AE4490
 AE4490:                Primary Azimuth Mark                     Grid Az
 AE4490:SPC NC       -  BEACON AZ MK                             072 39 17.3
 AE4490:UTM  17      -  BEACON AZ MK                             071 29 58.0
 AE4490
 AE4490|---------------------------------------------------------------------|
 AE4490| PID    Reference Object                     Distance      Geod. Az  |
 AE4490|                                                           dddmmss.s |
 AE4490| AE4550 BEACON AZ MK                        432.094 METERS 0713640.1 |
 AE4490| AE4538 IREDELL COMMUNICATIONS MAST         APPROX. 2.1 KM 2410008.0 |
 AE4490|---------------------------------------------------------------------|
 AE4490
 AE4490                          SUPERSEDED SURVEY CONTROL
 AE4490
 AE4490  NAD 83(2001)-  35 37 03.19401(N)    080 48 29.61344(W) AD(       ) 1
 AE4490  ELLIP H (03/13/03)  252.561  (m)                       GP(       ) 4 2
 AE4490  NAD 83(1986)-  35 37 03.20486(N)    080 48 29.61989(W) AD(       ) 1
 AE4490  NGVD 29 (11/20/97)  284.2    (m)          932.     (f) GPS OBS     3  
 AE4490
 AE4490.Superseded values are not recommended for survey control.
 AE4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4490.See file dsdata.txt to determine how the superseded data were derived.
 AE4490
 AE4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1736741548(NAD 83)
 AE4490_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4490_STAMPING: BEACON 1990
 AE4490_MARK LOGO: NCGS  
 AE4490_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4490+STABILITY: SURFACE MOTION
 AE4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4490+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4490
 AE4490  HISTORY     - Date     Condition        Report By
 AE4490  HISTORY     - 1990     MONUMENTED       NCGS
 AE4490
 AE4490                          STATION DESCRIPTION
 AE4490
 AE4490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4490'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF MOORESVILLE, IN THE
 AE4490'IREDELL INDUSTRIAL PARK. PROCEED ALONG NC 115 FOR 1.0 MI (1.6 KM)
 AE4490'NORTHWEST FROM NC 150, THENCE NORTHEAST FOR 0.7 MI (1.1 KM) ALONG SR
 AE4490'2395 (MAZEPPA ROAD) TO THE STATION, ON THE SOUTH SIDE OF THE ROAD IN
 AE4490'THE NORTHWEST CORNER OF BEACON SWEETS INC. PROPERTY. CONTACT PLANT
 AE4490'MANAGER  (704-664-4300). MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND
 AE4490'RECESSED 1 INCH BELOW GROUND. LOCATED 36.1 FT (11.0 M) NORTH-NORTHEAST
 AE4490'OF THE CENTERLINE OF SR 2395, 50.9 FT (15.5 M) EAST-SOUTHEAST OF THE
 AE4490'CENTERLINE OF A PAVED ENTRANCE DRIVE, 5.74 FT (1.75 M) NORTH OF
 AE4490'PEDESTAL NO. 3017-044, 185.7 FT (56.6 M) WEST-SOUTHWEST OF A FIRE
 AE4490'HYDRANT, 28.9 FT (8.8 M) WEST-NORTHWEST OF THE NORTH END OF THE BEACON
 AE4490'SWEETS SIGN, AND 87.6 FT (26.7 M) EAST OF A POWER POLE WITH A
 AE4490'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2330 ***********************************************************************
 EY2330  DESIGNATION -  BEACON 1
 EY2330  PID         -  EY2330
 EY2330  STATE/COUNTY-  NC/CRAVEN
 EY2330  USGS QUAD   -  NEW BERN (1994)
 EY2330
 EY2330                         *CURRENT SURVEY CONTROL
 EY2330  ___________________________________________________________________
 EY2330* NAD 83(2001)-  35 07 29.37593(N)    077 02 41.22320(W)     ADJUSTED  
 EY2330* NAVD 88     -              **(meters)            **(feet)            
 EY2330  ___________________________________________________________________
 EY2330  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EY2330  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EY2330  HORZ ORDER  -  THIRD
 EY2330
 EY2330.The horizontal coordinates were established by classical geodetic methods
 EY2330.and adjusted by the National Geodetic Survey in August 2005.
 EY2330
 EY2330
 EY2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2330
 EY2330.The geoid height was determined by GEOID03.
 EY2330
 EY2330;                    North         East     Units Scale Factor Converg.
 EY2330;SPC NC       -   154,264.226   787,784.016   MT  0.99987503   +1 07 42.6
 EY2330;SPC NC       -   506,115.21  2,584,588.06   sFT  0.99987503   +1 07 42.6
 EY2330;UTM  18      - 3,888,799.390   313,680.382   MT  1.00002785   -1 10 36.6
 EY2330
 EY2330                          SUPERSEDED SURVEY CONTROL
 EY2330
 EY2330  NAD 83(1986)-  35 07 29.38668(N)    077 02 41.23428(W) AD(       ) 4
 EY2330  NAD 27      -  35 07 28.81500(N)    077 02 42.41900(W) AD(       ) 3
 EY2330
 EY2330.Superseded values are not recommended for survey control.
 EY2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2330.See file dsdata.txt to determine how the superseded data were derived.
 EY2330
 EY2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1368088799(NAD 83)
 EY2330_MARKER: 14 = NAVIGATION LIGHT
 EY2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2330+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2003
 EY2330
 EY2330  HISTORY     - Date     Condition        Report By
 EY2330  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2330  HISTORY     - 1948     GOOD             CGS
 EY2330  HISTORY     - 19960608 GOOD             USPSQD
 EY2330  HISTORY     - 20031026 GOOD             USPSQD
 EY2330
 EY2330                          STATION DESCRIPTION
 EY2330
 EY2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2330'IT IS BELIEVED THAT BEACON NO. 1 IS IN A DIFFERENT POSITION
 EY2330'NOW THAN IT WAS IN 1933.  BEACON NO. 1 IS A RED TRIANGLE
 EY2330'MOUNTED ON A SINGLE PILE.  THE BEACON IS ABOUT 1 MILE NW OF
 EY2330'THE NEUSE RIVER HIGHWAY BRIDGE.
 EY2330
 EY2330                          STATION RECOVERY (1996)
 EY2330
 EY2330'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2330'RECOVERED IN GOOD CONDITION.
 EY2330
 EY2330                          STATION RECOVERY (2003)
 EY2330
 EY2330'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 EY2330'MARKER IS STILL GREEN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2435 ***********************************************************************
 DD2435  DESIGNATION -  BEACON 11
 DD2435  PID         -  DD2435
 DD2435  STATE/COUNTY-  NC/BRUNSWICK
 DD2435  USGS QUAD   -  SOUTHPORT (1990)
 DD2435
 DD2435                         *CURRENT SURVEY CONTROL
 DD2435  ___________________________________________________________________
 DD2435* NAD 83(2001)-  33 55 08.54398(N)    078 03 10.90957(W)     ADJUSTED  
 DD2435* NAVD 88     -              **(meters)            **(feet)            
 DD2435  ___________________________________________________________________
 DD2435  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 DD2435  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 DD2435  HORZ ORDER  -  THIRD
 DD2435
 DD2435.The horizontal coordinates were established by classical geodetic methods
 DD2435.and adjusted by the National Geodetic Survey in August 2005.
 DD2435
 DD2435
 DD2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2435
 DD2435.The geoid height was determined by GEOID03.
 DD2435
 DD2435;                    North         East     Units Scale Factor Converg.
 DD2435;SPC NC       -    19,170.838   697,180.681   MT  1.00014044   +0 32 47.6
 DD2435;SPC NC       -    62,896.32  2,287,333.62   sFT  1.00014044   +0 32 47.6
 DD2435;UTM  17      - 3,757,091.271   772,449.832   MT  1.00051516   +1 38 43.7
 DD2435;UTM  18      - 3,757,378.131   217,741.286   MT  1.00058226   -1 42 17.2
 DD2435
 DD2435                          SUPERSEDED SURVEY CONTROL
 DD2435
 DD2435  NAD 83(1986)-  33 55 08.55471(N)    078 03 10.91950(W) AD(       ) 4
 DD2435  NAD 27      -  33 55 07.92700(N)    078 03 11.95200(W) AD(       ) 3
 DD2435
 DD2435.Superseded values are not recommended for survey control.
 DD2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2435.See file dsdata.txt to determine how the superseded data were derived.
 DD2435
 DD2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7245057091(NAD 83)
 DD2435
 DD2435  HISTORY     - Date     Condition        Report By
 DD2435  HISTORY     - UNK      MONUMENTED
 DD2435  HISTORY     - 1948     SEE DESCRIPTION  CGS
 DD2435
 DD2435                          STATION DESCRIPTION
 DD2435
 DD2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DD2435'REPORT FROM NOTICE TO MARINERS NOS. 11 AND 13 DATED MARCH 13
 DD2435'AND 27, 1948--
 DD2435'
 DD2435'CAPE FEAR - LITTLE RIVER LIGHT NO. 11 REBUILT IN 1940 HAS
 DD2435'BEEN DESTROYED AND REBUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2291 ***********************************************************************
 EY2291  DESIGNATION -  BEACON 2
 EY2291  PID         -  EY2291
 EY2291  STATE/COUNTY-  NC/CRAVEN
 EY2291  USGS QUAD   -  ASKIN (1983)
 EY2291
 EY2291                         *CURRENT SURVEY CONTROL
 EY2291  ___________________________________________________________________
 EY2291* NAD 83(2001)-  35 07 58.95430(N)    077 02 51.13744(W)     ADJUSTED  
 EY2291* NAVD 88     -              **(meters)            **(feet)            
 EY2291  ___________________________________________________________________
 EY2291  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EY2291  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EY2291  HORZ ORDER  -  THIRD
 EY2291
 EY2291.The horizontal coordinates were established by classical geodetic methods
 EY2291.and adjusted by the National Geodetic Survey in August 2005.
 EY2291
 EY2291
 EY2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2291
 EY2291.The geoid height was determined by GEOID03.
 EY2291
 EY2291;                    North         East     Units Scale Factor Converg.
 EY2291;SPC NC       -   155,170.527   787,515.150   MT  0.99987473   +1 07 36.9
 EY2291;SPC NC       -   509,088.64  2,583,705.95   sFT  0.99987473   +1 07 36.9
 EY2291;UTM  18      - 3,889,715.913   313,448.156   MT  1.00002892   -1 10 43.1
 EY2291
 EY2291                          SUPERSEDED SURVEY CONTROL
 EY2291
 EY2291  NAD 83(1986)-  35 07 58.96497(N)    077 02 51.14855(W) AD(       ) 4
 EY2291  NAD 27      -  35 07 58.39200(N)    077 02 52.33300(W) AD(       ) 3
 EY2291
 EY2291.Superseded values are not recommended for survey control.
 EY2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2291.See file dsdata.txt to determine how the superseded data were derived.
 EY2291
 EY2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1344889716(NAD 83)
 EY2291_MARKER: 14 = NAVIGATION LIGHT
 EY2291
 EY2291  HISTORY     - Date     Condition        Report By
 EY2291  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2291  HISTORY     - 1948     GOOD             CGS
 EY2291
 EY2291                          STATION DESCRIPTION
 EY2291
 EY2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2291'IT IS BELIEVED THAT BEACON NO. 2 IS IN A DIFFERENT POSITION
 EY2291'NOW THAN IT WAS IN 1933.  BEACON NO. 2 IS A BLACK TRIANGLE
 EY2291'MOUNTED ON A SINGLE PILE.  THE BEACON IS ABOUT 1-1/2 MILES NW
 EY2291'OF THE NEUSE RIVER HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3371 ***********************************************************************
 EY3371  DESIGNATION -  BEACON 2
 EY3371  PID         -  EY3371
 EY3371  STATE/COUNTY-  NC/CARTERET
 EY3371  USGS QUAD   -  PORTSMOUTH (1983)
 EY3371
 EY3371                         *CURRENT SURVEY CONTROL
 EY3371  ___________________________________________________________________
 EY3371* NAD 83(2001)-  35 05 08.03733(N)    076 02 59.25709(W)     ADJUSTED  
 EY3371* NAVD 88     -              **(meters)            **(feet)            
 EY3371  ___________________________________________________________________
 EY3371  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 EY3371  GEOID HEIGHT-         -38.21  (meters)                     GEOID03
 EY3371  HORZ ORDER  -  THIRD
 EY3371
 EY3371.The horizontal coordinates were established by classical geodetic methods
 EY3371.and adjusted by the National Geodetic Survey in August 2005.
 EY3371
 EY3371
 EY3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3371
 EY3371.The geoid height was determined by GEOID03.
 EY3371
 EY3371;                    North         East     Units Scale Factor Converg.
 EY3371;SPC NC       -   152,151.274   878,566.752   MT  0.99987678   +1 42 10.0
 EY3371;SPC NC       -   499,182.97  2,882,431.09   sFT  0.99987678   +1 42 10.0
 EY3371;UTM  18      - 3,883,036.028   404,302.590   MT  0.99971286   -0 36 12.5
 EY3371
 EY3371                          SUPERSEDED SURVEY CONTROL
 EY3371
 EY3371  NAD 83(1986)-  35 05 08.04862(N)    076 02 59.26473(W) AD(       ) 4
 EY3371  NAD 27      -  35 05 07.42300(N)    076 03 00.62700(W) AD(       ) 3
 EY3371
 EY3371.Superseded values are not recommended for survey control.
 EY3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3371.See file dsdata.txt to determine how the superseded data were derived.
 EY3371
 EY3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD0430383036(NAD 83)
 EY3371_MARKER: 14 = NAVIGATION LIGHT
 EY3371
 EY3371  HISTORY     - Date     Condition        Report By
 EY3371  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY3371  HISTORY     - 1947     MARK NOT FOUND   CGS
 EY3371
 EY3371                          STATION DESCRIPTION
 EY3371
 EY3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY3371'DESCRIPTION INADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1511 ***********************************************************************
 FW1511  DESIGNATION -  BEACON 2
 FW1511  PID         -  FW1511
 FW1511  STATE/COUNTY-  NC/CURRITUCK
 FW1511  USGS QUAD   -  COINJOCK (1982)
 FW1511
 FW1511                         *CURRENT SURVEY CONTROL
 FW1511  ___________________________________________________________________
 FW1511* NAD 83(2001)-  36 19 00.72232(N)    075 58 08.23003(W)     ADJUSTED  
 FW1511* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1511  ___________________________________________________________________
 FW1511  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FW1511  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 FW1511  HORZ ORDER  -  THIRD
 FW1511
 FW1511.The horizontal coordinates were established by classical geodetic methods
 FW1511.and adjusted by the National Geodetic Survey in August 2005.
 FW1511
 FW1511.The orthometric height was scaled from a topographic map.
 FW1511
 FW1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1511
 FW1511.The geoid height was determined by GEOID03.
 FW1511
 FW1511;                    North         East     Units Scale Factor Converg.
 FW1511;SPC NC       -   288,916.233   881,764.217   MT  1.00004538   +1 44 57.9
 FW1511;SPC NC       -   947,886.01  2,892,921.44   sFT  1.00004538   +1 44 57.9
 FW1511;UTM  18      - 4,019,530.212   413,020.031   MT  0.99969321   -0 34 26.0
 FW1511
 FW1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1511!SPC NC       -   1.00000592  x   1.00004538  =   1.00005130
 FW1511!UTM  18      -   1.00000592  x   0.99969321  =   0.99969913
 FW1511
 FW1511:                Primary Azimuth Mark                     Grid Az
 FW1511:SPC NC       -  NR 3=CANAL POINT W 2                     001 43 46.8
 FW1511:UTM  18      -  NR 3=CANAL POINT W 2                     004 03 10.7
 FW1511
 FW1511|---------------------------------------------------------------------|
 FW1511| PID    Reference Object                     Distance      Geod. Az  |
 FW1511|                                                           dddmmss.s |
 FW1511| FW1528 NR 3=CANAL POINT W 2                445.462 METERS 0032844.7 |
 FW1511| FW1526 NR 2=CANAL POINT E 2                349.175 METERS 04035     |
 FW1511| FW1767 BEACON 2 RM 2                        18.360 METERS 09217     |
 FW1511| FW1553 NR 4                                168.849 METERS 16508     |
 FW1511| FW1766 BEACON 2 RM 1                        31.220 METERS 17519     |
 FW1511| FW1541 NR 9=GREAT CREEK S                  APPROX. 1.2 KM 2074900.9 |
 FW1511| FW1538 DAY MARK 4                          475.344 METERS 2193014.5 |
 FW1511| FW1512 BEACON 51                           258.541 METERS 23509     |
 FW1511| FW1537 DAY MARK 2                          205.363 METERS 29137     |
 FW1511|---------------------------------------------------------------------|
 FW1511
 FW1511                          SUPERSEDED SURVEY CONTROL
 FW1511
 FW1511  NAD 83(1993)-  36 19 00.73146(N)    075 58 08.24013(W) AD(       ) 3
 FW1511  NAD 83(1986)-  36 19 00.73430(N)    075 58 08.25788(W) AD(       ) 3
 FW1511  NAD 27      -  36 19 00.17400(N)    075 58 09.54100(W) AD(       ) 3
 FW1511
 FW1511.Superseded values are not recommended for survey control.
 FW1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1511.See file dsdata.txt to determine how the superseded data were derived.
 FW1511
 FW1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1302019530(NAD 83)
 FW1511_MARKER: DS = TRIANGULATION STATION DISK
 FW1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1511
 FW1511  HISTORY     - Date     Condition        Report By
 FW1511  HISTORY     - 1934     MONUMENTED       CGS
 FW1511  HISTORY     - 1963     GOOD             CGS
 FW1511
 FW1511                          STATION DESCRIPTION
 FW1511
 FW1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1511'STATION IS ON THE E BANK OF NORTH RIVER ABOUT 2 MILES SSW OF
 FW1511'COINJOCK, 0.5 MILE SW OF THE MOUTH OF BUMPLANDING CREEK, AND
 FW1511'ABOUT E OF BEACON 51 IN THE OUTER FRINGE OF DENSE WOODS ON THE
 FW1511'MOST WESTERLY POINT ON THE FIRST BEND ALONG INLAND WATERWAY BELOW
 FW1511'COINJOCK CUT CANAL AND JUST N OF A SLOUGH.  THE GROUND AROUND THE
 FW1511'STATION IS LOW, WET, AND BOGGY.  THE WATER ON THIS SIDE OF THE
 FW1511'CANAL IS VERY SHALLOW ON ACCOUNT OF A MUD AND SAND FLAT
 FW1511'EXTENDING WELL OUT FROM THE SHORE AND THERE ARE A NUMBER OF
 FW1511'STUMPS IN THE WATER NEAR THE SHORE.  IN ADDITION FOR THE TWO
 FW1511'REFERENCE MARKS A 5- BY 5-INCH CONCRETE WITNESS POST WAS SET
 FW1511'2.35 METERS S OF THE STATION.
 FW1511'
 FW1511'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1511'DISKS SET IN CONCRETE.
 FW1511
 FW1511                          STATION RECOVERY (1963)
 FW1511
 FW1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1511'STATION RECOVERED AS DESCRIBED 2.35 METERS S. OF THE 5 X 5
 FW1511'CONCRETE WITNESS POST THAT PROJECTS 3 FT.  MARK PROJECTS 3
 FW1511'INCHES.  THE STATION MARK IS 70 FT. INSHORE, AND 31 FT. NE OF A
 FW1511'12 INCH CYPRESS WITH A TRIANGLE BLAZE.  THIS CYPRESS IS 39
 FW1511'FT. INSHORE.
 FW1511'
 FW1511'RM NO 1 SEARCHED FOR BUT NOT RECOVERED.  IT SHOULD BE THERE.
 FW1511'
 FW1511'RM NO 2 RECOVERED IN GOOD CONDITION, PROJECTS 2 INCHES AND IS
 FW1511'1 FT. S. OF A FIVE INCH TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2635 ***********************************************************************
 EA2635  DESIGNATION -  BEACON 20
 EA2635  PID         -  EA2635
 EA2635  STATE/COUNTY-  NC/BRUNSWICK
 EA2635  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2635
 EA2635                         *CURRENT SURVEY CONTROL
 EA2635  ___________________________________________________________________
 EA2635* NAD 83(2001)-  34 01 27.59620(N)    077 56 07.93849(W)     ADJUSTED  
 EA2635* NAVD 88     -              **(meters)            **(feet)            
 EA2635  ___________________________________________________________________
 EA2635  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 EA2635  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EA2635  HORZ ORDER  -  THIRD
 EA2635
 EA2635.The horizontal coordinates were established by classical geodetic methods
 EA2635.and adjusted by the National Geodetic Survey in August 2005.
 EA2635
 EA2635
 EA2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2635
 EA2635.The geoid height was determined by GEOID03.
 EA2635
 EA2635;                    North         East     Units Scale Factor Converg.
 EA2635;SPC NC       -    30,960.869   707,921.158   MT  1.00009988   +0 36 51.8
 EA2635;SPC NC       -   101,577.45  2,322,571.33   sFT  1.00009988   +0 36 51.8
 EA2635;UTM  18      - 3,768,741.305   228,942.028   MT  1.00050581   -1 38 36.8
 EA2635;UTM  17      - 3,769,090.519   782,966.488   MT  1.00058717   +1 42 57.0
 EA2635
 EA2635                          SUPERSEDED SURVEY CONTROL
 EA2635
 EA2635  NAD 83(1986)-  34 01 27.60759(N)    077 56 07.95010(W) AD(       ) 4
 EA2635  NAD 27      -  34 01 26.98600(N)    077 56 08.99400(W) AD(       ) 3
 EA2635
 EA2635.Superseded values are not recommended for survey control.
 EA2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2635.See file dsdata.txt to determine how the superseded data were derived.
 EA2635
 EA2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2894268741(NAD 83)
 EA2635_MARKER: 14 = NAVIGATION LIGHT
 EA2635
 EA2635  HISTORY     - Date     Condition        Report By
 EA2635  HISTORY     - 1917     FIRST OBSERVED   CGS
 EA2635
 EA2635                          STATION DESCRIPTION
 EA2635
 EA2635'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2636 ***********************************************************************
 EA2636  DESIGNATION -  BEACON 21
 EA2636  PID         -  EA2636
 EA2636  STATE/COUNTY-  NC/NEW HANOVER
 EA2636  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2636
 EA2636                         *CURRENT SURVEY CONTROL
 EA2636  ___________________________________________________________________
 EA2636* NAD 83(2001)-  34 00 42.87334(N)    077 55 53.24597(W)     ADJUSTED  
 EA2636* NAVD 88     -              **(meters)            **(feet)            
 EA2636  ___________________________________________________________________
 EA2636  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 EA2636  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EA2636  HORZ ORDER  -  THIRD
 EA2636
 EA2636.The horizontal coordinates were established by classical geodetic methods
 EA2636.and adjusted by the National Geodetic Survey in August 2005.
 EA2636
 EA2636
 EA2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2636
 EA2636.The geoid height was determined by GEOID03.
 EA2636
 EA2636;                    North         East     Units Scale Factor Converg.
 EA2636;SPC NC       -    29,586.863   708,312.946   MT  1.00010450   +0 37 00.2
 EA2636;SPC NC       -    97,069.57  2,323,856.72   sFT  1.00010450   +0 37 00.2
 EA2636;UTM  18      - 3,767,352.372   229,279.520   MT  1.00050356   -1 38 26.7
 EA2636;UTM  17      - 3,767,723.632   783,384.812   MT  1.00059009   +1 43 03.3
 EA2636
 EA2636                          SUPERSEDED SURVEY CONTROL
 EA2636
 EA2636  NAD 83(1986)-  34 00 42.88486(N)    077 55 53.25744(W) AD(       ) 4
 EA2636  NAD 27      -  34 00 42.26200(N)    077 55 54.30300(W) AD(       ) 3
 EA2636
 EA2636.Superseded values are not recommended for survey control.
 EA2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2636.See file dsdata.txt to determine how the superseded data were derived.
 EA2636
 EA2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2928067352(NAD 83)
 EA2636_MARKER: 14 = NAVIGATION LIGHT
 EA2636
 EA2636  HISTORY     - Date     Condition        Report By
 EA2636  HISTORY     - 1917     FIRST OBSERVED   CGS
 EA2636
 EA2636                          STATION DESCRIPTION
 EA2636
 EA2636'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2292 ***********************************************************************
 EY2292  DESIGNATION -  BEACON 3
 EY2292  PID         -  EY2292
 EY2292  STATE/COUNTY-  NC/CRAVEN
 EY2292  USGS QUAD   -  ASKIN (1983)
 EY2292
 EY2292                         *CURRENT SURVEY CONTROL
 EY2292  ___________________________________________________________________
 EY2292* NAD 83(2001)-  35 08 17.59931(N)    077 03 07.22362(W)     ADJUSTED  
 EY2292* NAVD 88     -              **(meters)            **(feet)            
 EY2292  ___________________________________________________________________
 EY2292  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EY2292  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY2292  HORZ ORDER  -  THIRD
 EY2292
 EY2292.The horizontal coordinates were established by classical geodetic methods
 EY2292.and adjusted by the National Geodetic Survey in August 2005.
 EY2292
 EY2292
 EY2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2292
 EY2292.The geoid height was determined by GEOID03.
 EY2292
 EY2292;                    North         East     Units Scale Factor Converg.
 EY2292;SPC NC       -   155,736.938   787,096.757   MT  0.99987455   +1 07 27.6
 EY2292;SPC NC       -   510,946.94  2,582,333.28   sFT  0.99987455   +1 07 27.6
 EY2292;UTM  18      - 3,890,298.788   313,052.827   MT  1.00003074   -1 10 53.0
 EY2292
 EY2292                          SUPERSEDED SURVEY CONTROL
 EY2292
 EY2292  NAD 83(1986)-  35 08 17.60991(N)    077 03 07.23473(W) AD(       ) 4
 EY2292  NAD 27      -  35 08 17.03600(N)    077 03 08.41800(W) AD(       ) 3
 EY2292
 EY2292.Superseded values are not recommended for survey control.
 EY2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2292.See file dsdata.txt to determine how the superseded data were derived.
 EY2292
 EY2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1305390299(NAD 83)
 EY2292_MARKER: 14 = NAVIGATION LIGHT
 EY2292
 EY2292  HISTORY     - Date     Condition        Report By
 EY2292  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2292  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY2292
 EY2292                          STATION DESCRIPTION
 EY2292
 EY2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2292'IT IS BELIEVED THAT BEACON NO. 3 IS IN A DIFFERENT POSITION
 EY2292'NOW THAN IT WAS IN 1933.  BEACON NO. 3 IS A BLACK TRIANGLE
 EY2292'MOUNTED ON A SINGLE PILE.  THE BEACON IS ABOUT 2 MILES NW OF
 EY2292'THE NEUSE RIVER HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3477 ***********************************************************************
 EY3477  DESIGNATION -  BEACON 37
 EY3477  PID         -  EY3477
 EY3477  STATE/COUNTY-  NC/PAMLICO
 EY3477  USGS QUAD   -  LOWLAND (1993)
 EY3477
 EY3477                         *CURRENT SURVEY CONTROL
 EY3477  ___________________________________________________________________
 EY3477* NAD 83(2001)-  35 17 03.04006(N)    076 36 46.48070(W)     ADJUSTED  
 EY3477* NAVD 88     -              **(meters)            **(feet)            
 EY3477  ___________________________________________________________________
 EY3477  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EY3477  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EY3477  HORZ ORDER  -  THIRD
 EY3477
 EY3477.The horizontal coordinates were established by classical geodetic methods
 EY3477.and adjusted by the National Geodetic Survey in August 2005.
 EY3477
 EY3477
 EY3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3477
 EY3477.The geoid height was determined by GEOID03.
 EY3477
 EY3477;                    North         East     Units Scale Factor Converg.
 EY3477;SPC NC       -   172,796.759   826,709.551   MT  0.99987275   +1 22 39.9
 EY3477;SPC NC       -   566,917.37  2,712,296.25   sFT  0.99987275   +1 22 39.9
 EY3477;UTM  18      - 3,905,750.760   353,323.331   MT  0.99986514   -0 55 54.6
 EY3477
 EY3477                          SUPERSEDED SURVEY CONTROL
 EY3477
 EY3477  NAD 83(1986)-  35 17 03.05372(N)    076 36 46.49374(W) AD(       ) 4
 EY3477  NAD 27      -  35 17 02.43700(N)    076 36 47.74800(W) AD(       ) 3
 EY3477
 EY3477.Superseded values are not recommended for survey control.
 EY3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3477.See file dsdata.txt to determine how the superseded data were derived.
 EY3477
 EY3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5332305751(NAD 83)
 EY3477_MARKER: 14 = NAVIGATION LIGHT
 EY3477
 EY3477  HISTORY     - Date     Condition        Report By
 EY3477  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3477  HISTORY     - 1948     GOOD             CGS
 EY3477
 EY3477                          STATION DESCRIPTION
 EY3477
 EY3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3477'STATION IS THE LIGHTED, BLACK-SLATTED THREE-PILE BEACON OFF
 EY3477'LONG NECK POINT.
 EY3477
 EY3477                          STATION RECOVERY (1948)
 EY3477
 EY3477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3477'STATION RECOVERED.  THE LIGHT LIST INTRACOASTAL WATERWAY OF THE
 EY3477'U.S., 1947, STATES THAT THE STATION NOW KNOWN AS GOOSE CREEK
 EY3477'LIGHT 9 WAS BUILT IN 1929.  A CHECK WAS MADE WITH THE BUOY
 EY3477'TENDER IN HOBUCKEN AND LOCALLY.  ALL INFORMATION INDICATES THAT
 EY3477'THE STATION HAS NOT BEEN MOVED SINCE 1929.  DESCRIPTION FOLLOWS--
 EY3477'
 EY3477'STATION IS A WHITE PINE STRUCTURE, BLACK TANKHOUSE, LOCATED
 EY3477'TURN ABREAST LONG NECK POINT IN GOOSE CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3478 ***********************************************************************
 EY3478  DESIGNATION -  BEACON 39
 EY3478  PID         -  EY3478
 EY3478  STATE/COUNTY-  NC/PAMLICO
 EY3478  USGS QUAD   -  LOWLAND (1993)
 EY3478
 EY3478                         *CURRENT SURVEY CONTROL
 EY3478  ___________________________________________________________________
 EY3478* NAD 83(2001)-  35 16 16.69592(N)    076 36 03.35238(W)     ADJUSTED  
 EY3478* NAVD 88     -              **(meters)            **(feet)            
 EY3478  ___________________________________________________________________
 EY3478  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EY3478  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3478  HORZ ORDER  -  THIRD
 EY3478
 EY3478.The horizontal coordinates were established by classical geodetic methods
 EY3478.and adjusted by the National Geodetic Survey in August 2005.
 EY3478
 EY3478
 EY3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3478
 EY3478.The geoid height was determined by GEOID03.
 EY3478
 EY3478;                    North         East     Units Scale Factor Converg.
 EY3478;SPC NC       -   171,395.380   827,833.450   MT  0.99987265   +1 23 04.8
 EY3478;SPC NC       -   562,319.68  2,715,983.58   sFT  0.99987265   +1 23 04.8
 EY3478;UTM  18      - 3,904,305.243   354,389.837   MT  0.99986130   -0 55 28.6
 EY3478
 EY3478                          SUPERSEDED SURVEY CONTROL
 EY3478
 EY3478  NAD 83(1986)-  35 16 16.70973(N)    076 36 03.36568(W) AD(       ) 4
 EY3478  NAD 27      -  35 16 16.08900(N)    076 36 04.61800(W) AD(       ) 3
 EY3478
 EY3478.Superseded values are not recommended for survey control.
 EY3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3478.See file dsdata.txt to determine how the superseded data were derived.
 EY3478
 EY3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5439004305(NAD 83)
 EY3478_MARKER: 14 = NAVIGATION LIGHT
 EY3478
 EY3478  HISTORY     - Date     Condition        Report By
 EY3478  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3478  HISTORY     - 1935     GOOD             CGS
 EY3478  HISTORY     - 1948     GOOD             CGS
 EY3478
 EY3478                          STATION DESCRIPTION
 EY3478
 EY3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3478'THIS INTERSECTION STATION IS THE POINT SIGHTED, AND IS THE
 EY3478'CENTER OF THE LIGHT ON BEACON NO. 39 AT THE N END OF THE DREDGED
 EY3478'CANAL BETWEEN JONES BAY AND UPPER SPRING CREEK.
 EY3478'
 EY3478'THE STATION IS A NO-CHECK POINT.
 EY3478
 EY3478                          STATION RECOVERY (1935)
 EY3478
 EY3478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3478'STATION IS LIGHTED, BLACK-SLATTED THREE-PILE BEACON AT S END OF
 EY3478'GOOSE CREEK, NEAR ENTRANCE TO CANAL TO BAY RIVER.
 EY3478
 EY3478                          STATION RECOVERY (1948)
 EY3478
 EY3478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3478'STATION RECOVERED.  THE LIGHT LIST INTRACOASTAL WATERWAY OF THE
 EY3478'U.S., 1947, STATES THAT THE STATION NOW CALLED GOOSE CREEK
 EY3478'LIGHT NO. 11 WAS BUILT IN 1929.  A CHECK WAS MADE WITH THE BUOY
 EY3478'TENDER IN HOBUCKEN AND LOCALLY.  ALL INFORMATION INDICATES THAT
 EY3478'THE STATION HAS NOT BEEN MOVED SINCE 1929.  DESCRIPTION FOLLOWS--
 EY3478'
 EY3478'WHITE PILE STRUCTURE, BLACK TANKHOUSE LOCATED AT N ENTRANCE TO
 EY3478'CUT BETWEEN GOOSE CREEK AND JONES BAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3568 ***********************************************************************
 EY3568  DESIGNATION -  BEACON 39A
 EY3568  PID         -  EY3568
 EY3568  STATE/COUNTY-  NC/PAMLICO
 EY3568  USGS QUAD   -  JONES BAY (1993)
 EY3568
 EY3568                         *CURRENT SURVEY CONTROL
 EY3568  ___________________________________________________________________
 EY3568* NAD 83(2001)-  35 12 37.68069(N)    076 35 20.69721(W)     ADJUSTED  
 EY3568* NAVD 88     -              **(meters)            **(feet)            
 EY3568  ___________________________________________________________________
 EY3568  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 EY3568  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EY3568  HORZ ORDER  -  THIRD
 EY3568
 EY3568.The horizontal coordinates were established by classical geodetic methods
 EY3568.and adjusted by the National Geodetic Survey in August 2005.
 EY3568
 EY3568
 EY3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3568
 EY3568.The geoid height was determined by GEOID03.
 EY3568
 EY3568;                    North         East     Units Scale Factor Converg.
 EY3568;SPC NC       -   164,674.718   829,074.944   MT  0.99987285   +1 23 29.4
 EY3568;SPC NC       -   540,270.30  2,720,056.71   sFT  0.99987285   +1 23 29.4
 EY3568;UTM  18      - 3,897,540.116   355,359.591   MT  0.99985783   -0 54 59.0
 EY3568
 EY3568                          SUPERSEDED SURVEY CONTROL
 EY3568
 EY3568  NAD 83(1986)-  35 12 37.69461(N)    076 35 20.70999(W) AD(       ) 4
 EY3568  NAD 27      -  35 12 37.09800(N)    076 35 21.96400(W) AD(       ) 3
 EY3568
 EY3568.Superseded values are not recommended for survey control.
 EY3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3568.See file dsdata.txt to determine how the superseded data were derived.
 EY3568
 EY3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5536097540(NAD 83)
 EY3568_MARKER: 16 = DAYBEACON
 EY3568
 EY3568  HISTORY     - Date     Condition        Report By
 EY3568  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3568  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3568  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3568
 EY3568                          STATION DESCRIPTION
 EY3568
 EY3568'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3568'NOW KNOWN AS GOOSE CREEK DAYBEACON 13.  NO INFORMATION
 EY3568'AVAILABLE AS TO WHETHER STATION HAS BEEN MOVED.
 EY3568
 EY3568                          STATION RECOVERY (1949)
 EY3568
 EY3568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RAG)
 EY3568'STATION LOST.  GOOSE CREEK DAYBEACON 13 REPLACES THIS STATION
 EY3568'IN A NEW POSITION AS PROVEN BY THEODOLITE CUTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2293 ***********************************************************************
 EY2293  DESIGNATION -  BEACON 4
 EY2293  PID         -  EY2293
 EY2293  STATE/COUNTY-  NC/CRAVEN
 EY2293  USGS QUAD   -  ASKIN (1983)
 EY2293
 EY2293                         *CURRENT SURVEY CONTROL
 EY2293  ___________________________________________________________________
 EY2293* NAD 83(2001)-  35 08 40.42330(N)    077 03 36.92353(W)     ADJUSTED  
 EY2293* NAVD 88     -              **(meters)            **(feet)            
 EY2293  ___________________________________________________________________
 EY2293  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EY2293  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EY2293  HORZ ORDER  -  THIRD
 EY2293
 EY2293.The horizontal coordinates were established by classical geodetic methods
 EY2293.and adjusted by the National Geodetic Survey in August 2005.
 EY2293
 EY2293
 EY2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2293
 EY2293.The geoid height was determined by GEOID03.
 EY2293
 EY2293;                    North         East     Units Scale Factor Converg.
 EY2293;SPC NC       -   156,425.375   786,331.398   MT  0.99987433   +1 07 10.4
 EY2293;SPC NC       -   513,205.58  2,579,822.26   sFT  0.99987433   +1 07 10.4
 EY2293;UTM  18      - 3,891,017.574   312,315.668   MT  1.00003414   -1 11 10.7
 EY2293
 EY2293                          SUPERSEDED SURVEY CONTROL
 EY2293
 EY2293  NAD 83(1986)-  35 08 40.43382(N)    077 03 36.93460(W) AD(       ) 4
 EY2293  NAD 27      -  35 08 39.86000(N)    077 03 38.11000(W) AD(       ) 3
 EY2293
 EY2293.Superseded values are not recommended for survey control.
 EY2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2293.See file dsdata.txt to determine how the superseded data were derived.
 EY2293
 EY2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1231691018(NAD 83)
 EY2293_MARKER: 14 = NAVIGATION LIGHT
 EY2293
 EY2293  HISTORY     - Date     Condition        Report By
 EY2293  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2293  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY2293
 EY2293                          STATION DESCRIPTION
 EY2293
 EY2293'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2293'IT IS BELIEVED THAT BEACON NO. 4 IS IN A DIFFERENT POSITION
 EY2293'NOW THAN IT WAS IN 1933.  BEACON NO. 4 IS A BLACK TRIANGLE
 EY2293'MOUNTED ON A SINGLE PILE.  THE BEACON IS ABOUT 2-1/2 MILES NW
 EY2293'OF THE NEUSE RIVER HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1512 ***********************************************************************
 FW1512  DESIGNATION -  BEACON 51
 FW1512  PID         -  FW1512
 FW1512  STATE/COUNTY-  NC/CURRITUCK
 FW1512  USGS QUAD   -  COINJOCK (1982)
 FW1512
 FW1512                         *CURRENT SURVEY CONTROL
 FW1512  ___________________________________________________________________
 FW1512* NAD 83(2001)-  36 18 55.92892(N)    075 58 16.73534(W)     ADJUSTED  
 FW1512* NAVD 88     -              **(meters)            **(feet)            
 FW1512  ___________________________________________________________________
 FW1512  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 FW1512  GEOID HEIGHT-         -38.43  (meters)                     GEOID03
 FW1512  HORZ ORDER  -  THIRD
 FW1512
 FW1512.The horizontal coordinates were established by classical geodetic methods
 FW1512.and adjusted by the National Geodetic Survey in August 2005.
 FW1512
 FW1512
 FW1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1512
 FW1512.The geoid height was determined by GEOID03.
 FW1512
 FW1512;                    North         East     Units Scale Factor Converg.
 FW1512;SPC NC       -   288,762.070   881,556.649   MT  1.00004495   +1 44 53.0
 FW1512;SPC NC       -   947,380.22  2,892,240.44   sFT  1.00004495   +1 44 53.0
 FW1512;UTM  18      - 4,019,384.642   412,806.459   MT  0.99969367   -0 34 31.0
 FW1512
 FW1512                          SUPERSEDED SURVEY CONTROL
 FW1512
 FW1512  NAD 83(1993)-  36 18 55.93816(N)    075 58 16.74533(W) AD(       ) 4
 FW1512  NAD 83(1986)-  36 18 55.94087(N)    075 58 16.76307(W) AD(       ) 4
 FW1512  NAD 27      -  36 18 55.38000(N)    075 58 18.04700(W) AD(       ) 3
 FW1512
 FW1512.Superseded values are not recommended for survey control.
 FW1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1512.See file dsdata.txt to determine how the superseded data were derived.
 FW1512
 FW1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1280619385(NAD 83)
 FW1512_MARKER: 16 = DAYBEACON
 FW1512
 FW1512  HISTORY     - Date     Condition        Report By
 FW1512  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1512
 FW1512                          STATION DESCRIPTION
 FW1512
 FW1512'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1513 ***********************************************************************
 FW1513  DESIGNATION -  BEACON 53
 FW1513  PID         -  FW1513
 FW1513  STATE/COUNTY-  NC/CURRITUCK
 FW1513  USGS QUAD   -  COINJOCK (1982)
 FW1513
 FW1513                         *CURRENT SURVEY CONTROL
 FW1513  ___________________________________________________________________
 FW1513* NAD 83(2001)-  36 17 29.20832(N)    075 58 02.88459(W)     ADJUSTED  
 FW1513* NAVD 88     -              **(meters)            **(feet)            
 FW1513  ___________________________________________________________________
 FW1513  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FW1513  GEOID HEIGHT-         -38.47  (meters)                     GEOID03
 FW1513  HORZ ORDER  -  THIRD
 FW1513
 FW1513.The horizontal coordinates were established by classical geodetic methods
 FW1513.and adjusted by the National Geodetic Survey in August 2005.
 FW1513
 FW1513
 FW1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1513
 FW1513.The geoid height was determined by GEOID03.
 FW1513
 FW1513;                    North         East     Units Scale Factor Converg.
 FW1513;SPC NC       -   286,100.721   881,983.662   MT  1.00003722   +1 45 01.0
 FW1513;SPC NC       -   938,648.78  2,893,641.40   sFT  1.00003722   +1 45 01.0
 FW1513;UTM  18      - 4,016,709.102   413,125.131   MT  0.99969299   -0 34 21.6
 FW1513
 FW1513                          SUPERSEDED SURVEY CONTROL
 FW1513
 FW1513  NAD 83(1993)-  36 17 29.21888(N)    075 58 02.89509(W) AD(       ) 4
 FW1513  NAD 83(1986)-  36 17 29.22140(N)    075 58 02.91069(W) AD(       ) 4
 FW1513  NAD 27      -  36 17 28.65200(N)    075 58 04.19600(W) AD(       ) 3
 FW1513
 FW1513.Superseded values are not recommended for survey control.
 FW1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1513.See file dsdata.txt to determine how the superseded data were derived.
 FW1513
 FW1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1312516709(NAD 83)
 FW1513_MARKER: 16 = DAYBEACON
 FW1513
 FW1513  HISTORY     - Date     Condition        Report By
 FW1513  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1513
 FW1513                          STATION DESCRIPTION
 FW1513
 FW1513'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1514 ***********************************************************************
 FW1514  DESIGNATION -  BEACON 55
 FW1514  PID         -  FW1514
 FW1514  STATE/COUNTY-  NC/CURRITUCK
 FW1514  USGS QUAD   -  COINJOCK (1982)
 FW1514
 FW1514                         *CURRENT SURVEY CONTROL
 FW1514  ___________________________________________________________________
 FW1514* NAD 83(2001)-  36 17 21.07916(N)    075 57 37.70119(W)     ADJUSTED  
 FW1514* NAVD 88     -              **(meters)            **(feet)            
 FW1514  ___________________________________________________________________
 FW1514  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 FW1514  GEOID HEIGHT-         -38.49  (meters)                     GEOID03
 FW1514  HORZ ORDER  -  THIRD
 FW1514
 FW1514.The horizontal coordinates were established by classical geodetic methods
 FW1514.and adjusted by the National Geodetic Survey in August 2005.
 FW1514
 FW1514
 FW1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1514
 FW1514.The geoid height was determined by GEOID03.
 FW1514
 FW1514;                    North         East     Units Scale Factor Converg.
 FW1514;SPC NC       -   285,869.477   882,619.464   MT  1.00003650   +1 45 15.6
 FW1514;SPC NC       -   937,890.11  2,895,727.36   sFT  1.00003650   +1 45 15.6
 FW1514;UTM  18      - 4,016,452.367   413,750.822   MT  0.99969165   -0 34 06.6
 FW1514
 FW1514                          SUPERSEDED SURVEY CONTROL
 FW1514
 FW1514  NAD 83(1993)-  36 17 21.08980(N)    075 57 37.71210(W) AD(       ) 4
 FW1514  NAD 83(1986)-  36 17 21.09267(N)    075 57 37.72728(W) AD(       ) 4
 FW1514  NAD 27      -  36 17 20.52200(N)    075 57 39.01300(W) AD(       ) 3
 FW1514
 FW1514.Superseded values are not recommended for survey control.
 FW1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1514.See file dsdata.txt to determine how the superseded data were derived.
 FW1514
 FW1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1375116452(NAD 83)
 FW1514_MARKER: 16 = DAYBEACON
 FW1514
 FW1514  HISTORY     - Date     Condition        Report By
 FW1514  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1514
 FW1514                          STATION DESCRIPTION
 FW1514
 FW1514'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1515 ***********************************************************************
 FW1515  DESIGNATION -  BEACON 57
 FW1515  PID         -  FW1515
 FW1515  STATE/COUNTY-  NC/CURRITUCK
 FW1515  USGS QUAD   -  COINJOCK (1982)
 FW1515
 FW1515                         *CURRENT SURVEY CONTROL
 FW1515  ___________________________________________________________________
 FW1515* NAD 83(2001)-  36 17 25.50606(N)    075 57 20.26964(W)     ADJUSTED  
 FW1515* NAVD 88     -              **(meters)            **(feet)            
 FW1515  ___________________________________________________________________
 FW1515  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 FW1515  GEOID HEIGHT-         -38.50  (meters)                     GEOID03
 FW1515  HORZ ORDER  -  THIRD
 FW1515
 FW1515.The horizontal coordinates were established by classical geodetic methods
 FW1515.and adjusted by the National Geodetic Survey in August 2005.
 FW1515
 FW1515
 FW1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1515
 FW1515.The geoid height was determined by GEOID03.
 FW1515
 FW1515;                    North         East     Units Scale Factor Converg.
 FW1515;SPC NC       -   286,019.198   883,050.073   MT  1.00003689   +1 45 25.6
 FW1515;SPC NC       -   938,381.32  2,897,140.11   sFT  1.00003689   +1 45 25.6
 FW1515;UTM  18      - 4,016,584.466   414,186.995   MT  0.99969073   -0 33 56.3
 FW1515
 FW1515                          SUPERSEDED SURVEY CONTROL
 FW1515
 FW1515  NAD 83(1993)-  36 17 25.51660(N)    075 57 20.28079(W) AD(       ) 4
 FW1515  NAD 83(1986)-  36 17 25.51981(N)    075 57 20.29594(W) AD(       ) 4
 FW1515  NAD 27      -  36 17 24.94900(N)    075 57 21.58200(W) AD(       ) 3
 FW1515
 FW1515.Superseded values are not recommended for survey control.
 FW1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1515.See file dsdata.txt to determine how the superseded data were derived.
 FW1515
 FW1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1418716584(NAD 83)
 FW1515_MARKER: 16 = DAYBEACON
 FW1515
 FW1515  HISTORY     - Date     Condition        Report By
 FW1515  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1515
 FW1515                          STATION DESCRIPTION
 FW1515
 FW1515'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1516 ***********************************************************************
 FW1516  DESIGNATION -  BEACON 59
 FW1516  PID         -  FW1516
 FW1516  STATE/COUNTY-  NC/CURRITUCK
 FW1516  USGS QUAD   -  COINJOCK (1982)
 FW1516
 FW1516                         *CURRENT SURVEY CONTROL
 FW1516  ___________________________________________________________________
 FW1516* NAD 83(2001)-  36 17 06.34703(N)    075 56 48.37613(W)     ADJUSTED  
 FW1516* NAVD 88     -              **(meters)            **(feet)            
 FW1516  ___________________________________________________________________
 FW1516  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FW1516  GEOID HEIGHT-         -38.53  (meters)                     GEOID03
 FW1516  HORZ ORDER  -  THIRD
 FW1516
 FW1516.The horizontal coordinates were established by classical geodetic methods
 FW1516.and adjusted by the National Geodetic Survey in August 2005.
 FW1516
 FW1516
 FW1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1516
 FW1516.The geoid height was determined by GEOID03.
 FW1516
 FW1516;                    North         East     Units Scale Factor Converg.
 FW1516;SPC NC       -   285,453.348   883,863.737   MT  1.00003521   +1 45 44.0
 FW1516;SPC NC       -   936,524.86  2,899,809.61   sFT  1.00003521   +1 45 44.0
 FW1516;UTM  18      - 4,015,986.313   414,976.785   MT  0.99968907   -0 33 37.2
 FW1516
 FW1516                          SUPERSEDED SURVEY CONTROL
 FW1516
 FW1516  NAD 83(1993)-  36 17 06.35780(N)    075 56 48.38776(W) AD(       ) 4
 FW1516  NAD 83(1986)-  36 17 06.36140(N)    075 56 48.40218(W) AD(       ) 4
 FW1516  NAD 27      -  36 17 05.78900(N)    075 56 49.69000(W) AD(       ) 3
 FW1516
 FW1516.Superseded values are not recommended for survey control.
 FW1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1516.See file dsdata.txt to determine how the superseded data were derived.
 FW1516
 FW1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1497715986(NAD 83)
 FW1516_MARKER: 16 = DAYBEACON
 FW1516
 FW1516  HISTORY     - Date     Condition        Report By
 FW1516  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1516
 FW1516                          STATION DESCRIPTION
 FW1516
 FW1516'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1517 ***********************************************************************
 FW1517  DESIGNATION -  BEACON 61
 FW1517  PID         -  FW1517
 FW1517  STATE/COUNTY-  NC/CURRITUCK
 FW1517  USGS QUAD   -  COINJOCK (1982)
 FW1517
 FW1517                         *CURRENT SURVEY CONTROL
 FW1517  ___________________________________________________________________
 FW1517* NAD 83(2001)-  36 16 18.59694(N)    075 57 00.92198(W)     ADJUSTED  
 FW1517* NAVD 88     -              **(meters)            **(feet)            
 FW1517  ___________________________________________________________________
 FW1517  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FW1517  GEOID HEIGHT-         -38.53  (meters)                     GEOID03
 FW1517  HORZ ORDER  -  THIRD
 FW1517
 FW1517.The horizontal coordinates were established by classical geodetic methods
 FW1517.and adjusted by the National Geodetic Survey in August 2005.
 FW1517
 FW1517
 FW1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1517
 FW1517.The geoid height was determined by GEOID03.
 FW1517
 FW1517;                    North         East     Units Scale Factor Converg.
 FW1517;SPC NC       -   283,972.552   883,596.004   MT  1.00003105   +1 45 36.8
 FW1517;SPC NC       -   931,666.61  2,898,931.22   sFT  1.00003105   +1 45 36.8
 FW1517;UTM  18      - 4,014,518.088   414,649.376   MT  0.99968975   -0 33 44.0
 FW1517
 FW1517                          SUPERSEDED SURVEY CONTROL
 FW1517
 FW1517  NAD 83(1993)-  36 16 18.60836(N)    075 57 00.93352(W) AD(       ) 4
 FW1517  NAD 83(1986)-  36 16 18.61140(N)    075 57 00.94678(W) AD(       ) 4
 FW1517  NAD 27      -  36 16 18.03800(N)    075 57 02.23600(W) AD(       ) 3
 FW1517
 FW1517.Superseded values are not recommended for survey control.
 FW1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1517.See file dsdata.txt to determine how the superseded data were derived.
 FW1517
 FW1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1464914518(NAD 83)
 FW1517_MARKER: 16 = DAYBEACON
 FW1517
 FW1517  HISTORY     - Date     Condition        Report By
 FW1517  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1517
 FW1517                          STATION DESCRIPTION
 FW1517
 FW1517'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1518 ***********************************************************************
 FW1518  DESIGNATION -  BEACON 63
 FW1518  PID         -  FW1518
 FW1518  STATE/COUNTY-  NC/CURRITUCK
 FW1518  USGS QUAD   -  COINJOCK (1982)
 FW1518
 FW1518                         *CURRENT SURVEY CONTROL
 FW1518  ___________________________________________________________________
 FW1518* NAD 83(2001)-  36 15 58.14832(N)    075 57 39.41356(W)     ADJUSTED  
 FW1518* NAVD 88     -              **(meters)            **(feet)            
 FW1518  ___________________________________________________________________
 FW1518  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 FW1518  GEOID HEIGHT-         -38.51  (meters)                     GEOID03
 FW1518  HORZ ORDER  -  THIRD
 FW1518
 FW1518.The horizontal coordinates were established by classical geodetic methods
 FW1518.and adjusted by the National Geodetic Survey in August 2005.
 FW1518
 FW1518
 FW1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1518
 FW1518.The geoid height was determined by GEOID03.
 FW1518
 FW1518;                    North         East     Units Scale Factor Converg.
 FW1518;SPC NC       -   283,313.075   882,654.999   MT  1.00002928   +1 45 14.6
 FW1518;SPC NC       -   929,502.98  2,895,843.94   sFT  1.00002928   +1 45 14.6
 FW1518;UTM  18      - 4,013,897.496   413,682.747   MT  0.99969180   -0 34 06.5
 FW1518
 FW1518                          SUPERSEDED SURVEY CONTROL
 FW1518
 FW1518  NAD 83(1993)-  36 15 58.16005(N)    075 57 39.42466(W) AD(       ) 4
 FW1518  NAD 83(1986)-  36 15 58.16229(N)    075 57 39.43768(W) AD(       ) 4
 FW1518  NAD 27      -  36 15 57.58900(N)    075 57 40.72500(W) AD(       ) 3
 FW1518
 FW1518.Superseded values are not recommended for survey control.
 FW1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1518.See file dsdata.txt to determine how the superseded data were derived.
 FW1518
 FW1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1368313897(NAD 83)
 FW1518_MARKER: 16 = DAYBEACON
 FW1518
 FW1518  HISTORY     - Date     Condition        Report By
 FW1518  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1518
 FW1518                          STATION DESCRIPTION
 FW1518
 FW1518'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1519 ***********************************************************************
 FW1519  DESIGNATION -  BEACON 65
 FW1519  PID         -  FW1519
 FW1519  STATE/COUNTY-  NC/CURRITUCK
 FW1519  USGS QUAD   -  COINJOCK (1982)
 FW1519
 FW1519                         *CURRENT SURVEY CONTROL
 FW1519  ___________________________________________________________________
 FW1519* NAD 83(2001)-  36 15 25.20341(N)    075 57 35.84144(W)     ADJUSTED  
 FW1519* NAVD 88     -              **(meters)            **(feet)            
 FW1519  ___________________________________________________________________
 FW1519  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FW1519  GEOID HEIGHT-         -38.52  (meters)                     GEOID03
 FW1519  HORZ ORDER  -  THIRD
 FW1519
 FW1519.The horizontal coordinates were established by classical geodetic methods
 FW1519.and adjusted by the National Geodetic Survey in August 2005.
 FW1519
 FW1519
 FW1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1519
 FW1519.The geoid height was determined by GEOID03.
 FW1519
 FW1519;                    North         East     Units Scale Factor Converg.
 FW1519;SPC NC       -   282,300.781   882,775.217   MT  1.00002646   +1 45 16.6
 FW1519;SPC NC       -   926,181.81  2,896,238.36   sFT  1.00002646   +1 45 16.6
 FW1519;UTM  18      - 4,012,881.504   413,761.819   MT  0.99969163   -0 34 03.9
 FW1519
 FW1519                          SUPERSEDED SURVEY CONTROL
 FW1519
 FW1519  NAD 83(1993)-  36 15 25.21554(N)    075 57 35.85266(W) AD(       ) 4
 FW1519  NAD 83(1986)-  36 15 25.21763(N)    075 57 35.86479(W) AD(       ) 4
 FW1519  NAD 27      -  36 15 24.64500(N)    075 57 37.15300(W) AD(       ) 3
 FW1519
 FW1519.Superseded values are not recommended for survey control.
 FW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1519.See file dsdata.txt to determine how the superseded data were derived.
 FW1519
 FW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1376212882(NAD 83)
 FW1519_MARKER: 16 = DAYBEACON
 FW1519
 FW1519  HISTORY     - Date     Condition        Report By
 FW1519  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1519
 FW1519                          STATION DESCRIPTION
 FW1519
 FW1519'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1520 ***********************************************************************
 FW1520  DESIGNATION -  BEACON 67
 FW1520  PID         -  FW1520
 FW1520  STATE/COUNTY-  NC/CURRITUCK
 FW1520  USGS QUAD   -  COINJOCK (1982)
 FW1520
 FW1520                         *CURRENT SURVEY CONTROL
 FW1520  ___________________________________________________________________
 FW1520* NAD 83(2001)-  36 15 08.23342(N)    075 57 10.49313(W)     ADJUSTED  
 FW1520* NAVD 88     -              **(meters)            **(feet)            
 FW1520  ___________________________________________________________________
 FW1520  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 FW1520  GEOID HEIGHT-         -38.55  (meters)                     GEOID03
 FW1520  HORZ ORDER  -  THIRD
 FW1520
 FW1520.The horizontal coordinates were established by classical geodetic methods
 FW1520.and adjusted by the National Geodetic Survey in August 2005.
 FW1520
 FW1520
 FW1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1520
 FW1520.The geoid height was determined by GEOID03.
 FW1520
 FW1520;                    North         East     Units Scale Factor Converg.
 FW1520;SPC NC       -   281,797.343   883,423.784   MT  1.00002502   +1 45 31.3
 FW1520;SPC NC       -   924,530.12  2,898,366.20   sFT  1.00002502   +1 45 31.3
 FW1520;UTM  18      - 4,012,352.376   414,389.243   MT  0.99969030   -0 33 48.7
 FW1520
 FW1520                          SUPERSEDED SURVEY CONTROL
 FW1520
 FW1520  NAD 83(1993)-  36 15 08.24571(N)    075 57 10.50468(W) AD(       ) 4
 FW1520  NAD 83(1986)-  36 15 08.24818(N)    075 57 10.51614(W) AD(       ) 4
 FW1520  NAD 27      -  36 15 07.67500(N)    075 57 11.80600(W) AD(       ) 3
 FW1520
 FW1520.Superseded values are not recommended for survey control.
 FW1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1520.See file dsdata.txt to determine how the superseded data were derived.
 FW1520
 FW1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1438912352(NAD 83)
 FW1520_MARKER: 16 = DAYBEACON
 FW1520
 FW1520  HISTORY     - Date     Condition        Report By
 FW1520  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1520
 FW1520                          STATION DESCRIPTION
 FW1520
 FW1520'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1437 ***********************************************************************
 FW1437  DESIGNATION -  BEACON 69
 FW1437  PID         -  FW1437
 FW1437  STATE/COUNTY-  NC/CAMDEN
 FW1437  USGS QUAD   -  CAMDEN POINT (1982)
 FW1437
 FW1437                         *CURRENT SURVEY CONTROL
 FW1437  ___________________________________________________________________
 FW1437* NAD 83(2001)-  36 14 25.63892(N)    075 56 29.86817(W)     ADJUSTED  
 FW1437* NAVD 88     -              **(meters)            **(feet)            
 FW1437  ___________________________________________________________________
 FW1437  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 FW1437  GEOID HEIGHT-         -38.59  (meters)                     GEOID03
 FW1437  HORZ ORDER  -  THIRD
 FW1437
 FW1437.The horizontal coordinates were established by classical geodetic methods
 FW1437.and adjusted by the National Geodetic Survey in August 2005.
 FW1437
 FW1437
 FW1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1437
 FW1437.The geoid height was determined by GEOID03.
 FW1437
 FW1437;                    North         East     Units Scale Factor Converg.
 FW1437;SPC NC       -   280,516.221   884,477.993   MT  1.00002143   +1 45 54.7
 FW1437;SPC NC       -   920,326.97  2,901,824.88   sFT  1.00002143   +1 45 54.7
 FW1437;UTM  18      - 4,011,030.034   415,390.346   MT  0.99968820   -0 33 24.1
 FW1437
 FW1437                          SUPERSEDED SURVEY CONTROL
 FW1437
 FW1437  NAD 83(1993)-  36 14 25.65164(N)    075 56 29.88022(W) AD(       ) 4
 FW1437  NAD 83(1986)-  36 14 25.65438(N)    075 56 29.89026(W) AD(       ) 4
 FW1437  NAD 27      -  36 14 25.07800(N)    075 56 31.18000(W) AD(       ) 3
 FW1437
 FW1437.Superseded values are not recommended for survey control.
 FW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1437.See file dsdata.txt to determine how the superseded data were derived.
 FW1437
 FW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1539011030(NAD 83)
 FW1437_MARKER: 16 = DAYBEACON
 FW1437
 FW1437  HISTORY     - Date     Condition        Report By
 FW1437  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1437
 FW1437                          STATION DESCRIPTION
 FW1437
 FW1437'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1438 ***********************************************************************
 FW1438  DESIGNATION -  BEACON 71
 FW1438  PID         -  FW1438
 FW1438  STATE/COUNTY-  NC/CAMDEN
 FW1438  USGS QUAD   -  CAMDEN POINT (1982)
 FW1438
 FW1438                         *CURRENT SURVEY CONTROL
 FW1438  ___________________________________________________________________
 FW1438* NAD 83(2001)-  36 13 49.70298(N)    075 55 56.03893(W)     ADJUSTED  
 FW1438* NAVD 88     -              **(meters)            **(feet)            
 FW1438  ___________________________________________________________________
 FW1438  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 FW1438  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 FW1438  HORZ ORDER  -  THIRD
 FW1438
 FW1438.The horizontal coordinates were established by classical geodetic methods
 FW1438.and adjusted by the National Geodetic Survey in August 2005.
 FW1438
 FW1438
 FW1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1438
 FW1438.The geoid height was determined by GEOID03.
 FW1438
 FW1438;                    North         East     Units Scale Factor Converg.
 FW1438;SPC NC       -   279,435.128   885,356.524   MT  1.00001843   +1 46 14.2
 FW1438;SPC NC       -   916,780.08  2,904,707.20   sFT  1.00001843   +1 46 14.2
 FW1438;UTM  18      - 4,009,914.610   416,224.082   MT  0.99968647   -0 33 03.7
 FW1438
 FW1438                          SUPERSEDED SURVEY CONTROL
 FW1438
 FW1438  NAD 83(1993)-  36 13 49.71606(N)    075 55 56.05138(W) AD(       ) 4
 FW1438  NAD 83(1986)-  36 13 49.71901(N)    075 55 56.06016(W) AD(       ) 4
 FW1438  NAD 27      -  36 13 49.14000(N)    075 55 57.35000(W) AD(       ) 3
 FW1438
 FW1438.Superseded values are not recommended for survey control.
 FW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1438.See file dsdata.txt to determine how the superseded data were derived.
 FW1438
 FW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1622409915(NAD 83)
 FW1438_MARKER: 16 = DAYBEACON
 FW1438
 FW1438  HISTORY     - Date     Condition        Report By
 FW1438  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1438
 FW1438                          STATION DESCRIPTION
 FW1438
 FW1438'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1439 ***********************************************************************
 FW1439  DESIGNATION -  BEACON 73
 FW1439  PID         -  FW1439
 FW1439  STATE/COUNTY-  NC/CURRITUCK
 FW1439  USGS QUAD   -  CAMDEN POINT (1982)
 FW1439
 FW1439                         *CURRENT SURVEY CONTROL
 FW1439  ___________________________________________________________________
 FW1439* NAD 83(2001)-  36 12 31.53959(N)    075 55 26.40937(W)     ADJUSTED  
 FW1439* NAVD 88     -              **(meters)            **(feet)            
 FW1439  ___________________________________________________________________
 FW1439  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FW1439  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 FW1439  HORZ ORDER  -  THIRD
 FW1439
 FW1439.The horizontal coordinates were established by classical geodetic methods
 FW1439.and adjusted by the National Geodetic Survey in August 2005.
 FW1439
 FW1439
 FW1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1439
 FW1439.The geoid height was determined by GEOID03.
 FW1439
 FW1439;                    North         East     Units Scale Factor Converg.
 FW1439;SPC NC       -   277,049.905   886,170.747   MT  1.00001202   +1 46 31.3
 FW1439;SPC NC       -   908,954.56  2,907,378.53   sFT  1.00001202   +1 46 31.3
 FW1439;UTM  18      - 4,007,499.160   416,940.785   MT  0.99968500   -0 32 45.1
 FW1439
 FW1439                          SUPERSEDED SURVEY CONTROL
 FW1439
 FW1439  NAD 83(1993)-  36 12 31.55347(N)    075 55 26.42211(W) AD(       ) 4
 FW1439  NAD 83(1986)-  36 12 31.55607(N)    075 55 26.42907(W) AD(       ) 4
 FW1439  NAD 27      -  36 12 30.97000(N)    075 55 27.72400(W) AD(       ) 3
 FW1439
 FW1439.Superseded values are not recommended for survey control.
 FW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1439.See file dsdata.txt to determine how the superseded data were derived.
 FW1439
 FW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1694107499(NAD 83)
 FW1439_MARKER: 16 = DAYBEACON
 FW1439
 FW1439  HISTORY     - Date     Condition        Report By
 FW1439  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1439
 FW1439                          STATION DESCRIPTION
 FW1439
 FW1439'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1469 ***********************************************************************
 FW1469  DESIGNATION -  BEACON 77
 FW1469  PID         -  FW1469
 FW1469  STATE/COUNTY-  NC/CURRITUCK
 FW1469  USGS QUAD   -  CAMDEN POINT (1982)
 FW1469
 FW1469                         *CURRENT SURVEY CONTROL
 FW1469  ___________________________________________________________________
 FW1469* NAD 83(2001)-  36 10 30.07876(N)    075 53 27.16712(W)     ADJUSTED  
 FW1469* NAVD 88     -              **(meters)            **(feet)            
 FW1469  ___________________________________________________________________
 FW1469  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 FW1469  GEOID HEIGHT-         -38.75  (meters)                     GEOID03
 FW1469  HORZ ORDER  -  THIRD
 FW1469
 FW1469.The horizontal coordinates were established by classical geodetic methods
 FW1469.and adjusted by the National Geodetic Survey in August 2005.
 FW1469
 FW1469
 FW1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1469
 FW1469.The geoid height was determined by GEOID03.
 FW1469
 FW1469;                    North         East     Units Scale Factor Converg.
 FW1469;SPC NC       -   273,400.713   889,265.160   MT  1.00000234   +1 47 40.2
 FW1469;SPC NC       -   896,982.17  2,917,530.78   sFT  1.00000234   +1 47 40.2
 FW1469;UTM  18      - 4,003,728.881   419,883.931   MT  0.99967908   -0 31 33.1
 FW1469
 FW1469                          SUPERSEDED SURVEY CONTROL
 FW1469
 FW1469  NAD 83(1993)-  36 10 30.09377(N)    075 53 27.18073(W) AD(       ) 4
 FW1469  NAD 83(1986)-  36 10 30.09685(N)    075 53 27.18461(W) AD(       ) 4
 FW1469  NAD 27      -  36 10 29.49800(N)    075 53 28.48400(W) AD(       ) 3
 FW1469
 FW1469.Superseded values are not recommended for survey control.
 FW1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1469.See file dsdata.txt to determine how the superseded data were derived.
 FW1469
 FW1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1988403729(NAD 83)
 FW1469_MARKER: 16 = DAYBEACON
 FW1469
 FW1469  HISTORY     - Date     Condition        Report By
 FW1469  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1469
 FW1469                          STATION DESCRIPTION
 FW1469
 FW1469'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1570 ***********************************************************************
 FW1570  DESIGNATION -  BEACON 8
 FW1570  PID         -  FW1570
 FW1570  STATE/COUNTY-  NC/CURRITUCK
 FW1570  USGS QUAD   -  BARCO (1982)
 FW1570
 FW1570                         *CURRENT SURVEY CONTROL
 FW1570  ___________________________________________________________________
 FW1570* NAD 83(2001)-  36 23 56.01065(N)    075 57 14.83133(W)     ADJUSTED  
 FW1570* NAVD 88     -              **(meters)            **(feet)            
 FW1570  ___________________________________________________________________
 FW1570  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 FW1570  GEOID HEIGHT-         -38.39  (meters)                     GEOID03
 FW1570  HORZ ORDER  -  THIRD
 FW1570
 FW1570.The horizontal coordinates were established by classical geodetic methods
 FW1570.and adjusted by the National Geodetic Survey in August 2005.
 FW1570
 FW1570
 FW1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1570
 FW1570.The geoid height was determined by GEOID03.
 FW1570
 FW1570;                    North         East     Units Scale Factor Converg.
 FW1570;SPC NC       -   298,055.158   882,816.434   MT  1.00007310   +1 45 28.8
 FW1570;SPC NC       -   977,869.30  2,896,373.58   sFT  1.00007310   +1 45 28.8
 FW1570;SPC VA S     - 1,010,355.085 3,728,376.597   MT  1.00008708   +1 32 42.6
 FW1570;SPC VA S     - 3,314,806.64 12,232,182.22   sFT  1.00008708   +1 32 42.6
 FW1570;UTM  18      - 4,028,615.620   414,441.410   MT  0.99969019   -0 33 58.4
 FW1570
 FW1570                          SUPERSEDED SURVEY CONTROL
 FW1570
 FW1570  NAD 83(1993)-  36 23 56.01866(N)    075 57 14.83901(W) AD(       ) 4
 FW1570  NAD 83(1986)-  36 23 56.02652(N)    075 57 14.85986(W) AD(       ) 4
 FW1570  NAD 27      -  36 23 55.46500(N)    075 57 16.13700(W) AD(       ) 3
 FW1570
 FW1570.Superseded values are not recommended for survey control.
 FW1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1570.See file dsdata.txt to determine how the superseded data were derived.
 FW1570
 FW1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1444128616(NAD 83)
 FW1570_MARKER: 16 = DAYBEACON
 FW1570
 FW1570  HISTORY     - Date     Condition        Report By
 FW1570  HISTORY     - 1911     FIRST OBSERVED   CGS
 FW1570
 FW1570                          STATION DESCRIPTION
 FW1570
 FW1570'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1412 ***********************************************************************
 FZ1412  DESIGNATION -  BEACON AZ MK
 FZ1412  PID         -  FZ1412
 FZ1412  STATE/COUNTY-  NC/GUILFORD
 FZ1412  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1412
 FZ1412                         *CURRENT SURVEY CONTROL
 FZ1412  ___________________________________________________________________
 FZ1412* NAD 83(2001)-  36 00 57.93315(N)    080 02 35.16139(W)     ADJUSTED  
 FZ1412* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 FZ1412  ___________________________________________________________________
 FZ1412  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 FZ1412  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 FZ1412  HORZ ORDER  -  SECOND
 FZ1412
 FZ1412.The horizontal coordinates were established by classical geodetic methods
 FZ1412.and adjusted by the National Geodetic Survey in August 2005.
 FZ1412
 FZ1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1412
 FZ1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1412
 FZ1412.The geoid height was determined by GEOID03.
 FZ1412
 FZ1412;                    North         East     Units Scale Factor Converg.
 FZ1412;SPC NC       -   251,880.255   515,575.909   MT  0.99996145   -0 36 07.4
 FZ1412;SPC NC       -   826,377.14  1,691,518.63   sFT  0.99996145   -0 36 07.4
 FZ1412;UTM  17      - 3,986,156.769   586,226.810   MT  0.99969161   +0 33 45.7
 FZ1412
 FZ1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1412!SPC NC       -   0.99996178  x   0.99996145  =   0.99992323
 FZ1412!UTM  17      -   0.99996178  x   0.99969161  =   0.99965340
 FZ1412
 FZ1412|---------------------------------------------------------------------|
 FZ1412| PID    Reference Object                     Distance      Geod. Az  |
 FZ1412|                                                           dddmmss.s |
 FZ1412| FZ1460 WELLS                               168.688 METERS 02226     |
 FZ1412| FZ1411 BEACON                              343.999 METERS 18341     |
 FZ1412|---------------------------------------------------------------------|
 FZ1412
 FZ1412                          SUPERSEDED SURVEY CONTROL
 FZ1412
 FZ1412  NAD 83(1993)-  36 00 57.93938(N)    080 02 35.17187(W) AD(       ) 2
 FZ1412  NAD 83(1986)-  36 00 57.93941(N)    080 02 35.17179(W) AD(       ) 2
 FZ1412  NAD 27      -  36 00 57.44470(N)    080 02 36.02391(W) AD(       ) 2
 FZ1412  NGVD 29 (07/19/86)  275.4    (m)          904.     (f) VERT ANG    3  
 FZ1412
 FZ1412.Superseded values are not recommended for survey control.
 FZ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1412.See file dsdata.txt to determine how the superseded data were derived.
 FZ1412
 FZ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8622786157(NAD 83)
 FZ1412_MARKER: DZ = AZIMUTH MARK DISK
 FZ1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1412_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ1412_STAMPING: BEACON 1948
 FZ1412_MARK LOGO: CGS   
 FZ1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1412+STABILITY: SURFACE MOTION
 FZ1412
 FZ1412  HISTORY     - Date     Condition        Report By
 FZ1412  HISTORY     - 1948     MONUMENTED       CGS
 FZ1412  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FZ1412
 FZ1412                          STATION DESCRIPTION
 FZ1412
 FZ1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FZ1412'THE STATION IS LOCATED 5 MILES EAST OF WALLBURG AND 4 MILES
 FZ1412'NORTHWEST OF HIGH POINT.  IT IS 36
 FZ1412'FEET WEST OF THE CENTER OF THE PAVED ROAD, 10 FEET SOUTHWEST
 FZ1412'OF A TELEPHONE POLE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE
 FZ1412'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED---BEACON 1948---.
 FZ1412'
 FZ1412'TO REACH THE STATION FROM THE POSTOFFICE IN HIGH POINT, GO
 FZ1412'NORTHWEST ON U.S. HIGHWAY 311 FOR 4.5 MILES TO A FORK IN THE
 FZ1412'ROAD, TAKE THE RIGHT FORK AND GO NORTH FOR 0.4 MILE TO THE
 FZ1412'STATION ON THE LEFT AS DESCRIBED.
 FZ1412
 FZ1412                          STATION RECOVERY (1986)
 FZ1412
 FZ1412'RECOVERY NOTE BY US POWER SQUADRON 1986 (WBW)
 FZ1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4550 ***********************************************************************
 AE4550  DESIGNATION -  BEACON AZ MK
 AE4550  PID         -  AE4550
 AE4550  STATE/COUNTY-  NC/IREDELL
 AE4550  USGS QUAD   -  MOORESVILLE (1993)
 AE4550
 AE4550                         *CURRENT SURVEY CONTROL
 AE4550  ___________________________________________________________________
 AE4550* NAD 83(2007)-  35 37 07.61626(N)    080 48 13.32023(W)     ADJUSTED  
 AE4550* NAVD 88     -       282.3    (meters)     926.     (feet)  GPS OBS   
 AE4550  ___________________________________________________________________
 AE4550  EPOCH DATE  -        2002.00
 AE4550  X           -     829,604.479 (meters)                     COMP
 AE4550  Y           -  -5,124,229.443 (meters)                     COMP
 AE4550  Z           -   3,694,035.319 (meters)                     COMP
 AE4550  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AE4550  ELLIP HEIGHT-         250.786 (meters)          (02/10/07) ADJUSTED
 AE4550  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AE4550
 AE4550  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4550  Type    PID    Designation                      North   East  Ellip
 AE4550  -------------------------------------------------------------------
 AE4550  NETWORK AE4550 BEACON AZ MK                      0.94   0.74   1.22
 AE4550  -------------------------------------------------------------------
 AE4550
 AE4550.The horizontal coordinates were established by GPS observations
 AE4550.and adjusted by the National Geodetic Survey in February 2007.
 AE4550
 AE4550.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4550.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4550.The horizontal coordinates are valid at the epoch date displayed above.
 AE4550.The epoch date for horizontal control is a decimal equivalence
 AE4550.of Year/Month/Day.
 AE4550
 AE4550.The orthometric height was determined by GPS observations and a
 AE4550.high-resolution geoid model.
 AE4550
 AE4550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4550
 AE4550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4550
 AE4550.The ellipsoidal height was determined by GPS observations
 AE4550.and is referenced to NAD 83.
 AE4550
 AE4550.The geoid height was determined by GEOID03.
 AE4550
 AE4550;                    North         East     Units Scale Factor Converg.
 AE4550;SPC NC       -   208,790.159   446,220.351   MT  0.99989305   -1 02 27.8
 AE4550;SPC NC       -   685,005.71  1,463,974.60   sFT  0.99989305   -1 02 27.8
 AE4550;UTM  17      - 3,941,684.917   517,776.813   MT  0.99960389   +0 06 51.6
 AE4550
 AE4550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4550!SPC NC       -   0.99996064  x   0.99989305  =   0.99985369
 AE4550!UTM  17      -   0.99996064  x   0.99960389  =   0.99956454
 AE4550
 AE4550:                Primary Azimuth Mark                     Grid Az
 AE4550:SPC NC       -  BEACON                                   252 39 17.4
 AE4550:UTM  17      -  BEACON                                   251 29 58.0
 AE4550
 AE4550|---------------------------------------------------------------------|
 AE4550| PID    Reference Object                     Distance      Geod. Az  |
 AE4550|                                                           dddmmss.s |
 AE4550| AE4490 BEACON                              432.094 METERS 2513649.6 |
 AE4550|---------------------------------------------------------------------|
 AE4550
 AE4550                          SUPERSEDED SURVEY CONTROL
 AE4550
 AE4550  NAD 83(2001)-  35 37 07.61651(N)    080 48 13.32005(W) AD(       ) 1
 AE4550  ELLIP H (03/13/03)  250.780  (m)                       GP(       ) 4 2
 AE4550  NAD 83(1986)-  35 37 07.62735(N)    080 48 13.32650(W) AD(       ) 1
 AE4550  NGVD 29 (11/20/97)  282.5    (m)          927.     (f) GPS OBS     3  
 AE4550
 AE4550.Superseded values are not recommended for survey control.
 AE4550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4550.See file dsdata.txt to determine how the superseded data were derived.
 AE4550
 AE4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1777741685(NAD 83)
 AE4550_MARKER: DZ = AZIMUTH MARK DISK
 AE4550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4550_STAMPING: BEACON 1990
 AE4550_MARK LOGO: NCGS  
 AE4550_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4550+STABILITY: SURFACE MOTION
 AE4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4550+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4550
 AE4550  HISTORY     - Date     Condition        Report By
 AE4550  HISTORY     - 1990     MONUMENTED       NCGS
 AE4550
 AE4550                          STATION DESCRIPTION
 AE4550
 AE4550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4550'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH OF MOORESVILLE AND 2.1
 AE4550'MI (3.4 KM) SOUTHWEST OF MAZEPPA. PROCEED ALONG NC 115 FOR 1.0 MI (1.6
 AE4550'KM) NORTHWEST FROM NC 150, THENCE NORTHEAST FOR 1.0 MI (1.6 KM) ALONG
 AE4550'SR 2395 (MAZEPPA ROAD) TO SR 2398 (OVERHEAD BRIDGE ROAD) AND THE
 AE4550'STATION, ON THE SOUTHEAST SIDE OF THE T-INTERSECTION. MARK IS ABOUT 1
 AE4550'FOOT LOWER THAN THE ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AE4550'188.48 FT (57.45 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 2395,
 AE4550'17.55 FT (5.35 M) NORTHEAST OF THE CENTERLINE OF SR 2398, 75.1 FT
 AE4550'(22.9 M) NORTH-NORTHWEST OF THE NORTH END OF THE EAST BRIDGE RAIL, AND
 AE4550'11.5 FT (3.5 M) WEST-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3346 ***********************************************************************
 EY3346  DESIGNATION -  BEACON ISLAND 2
 EY3346  PID         -  EY3346
 EY3346  STATE/COUNTY-  NC/HYDE
 EY3346  USGS QUAD   -  PORTSMOUTH (1983)
 EY3346
 EY3346                         *CURRENT SURVEY CONTROL
 EY3346  ___________________________________________________________________
 EY3346* NAD 83(2001)-  35 05 59.29986(N)    076 02 51.16420(W)     ADJUSTED  
 EY3346* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3346  ___________________________________________________________________
 EY3346  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EY3346  GEOID HEIGHT-         -38.22  (meters)                     GEOID03
 EY3346  HORZ ORDER  -  THIRD
 EY3346
 EY3346.The horizontal coordinates were established by classical geodetic methods
 EY3346.and adjusted by the National Geodetic Survey in August 2005.
 EY3346
 EY3346.The orthometric height was scaled from a topographic map.
 EY3346
 EY3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3346
 EY3346.The geoid height was determined by GEOID03.
 EY3346
 EY3346;                    North         East     Units Scale Factor Converg.
 EY3346;SPC NC       -   153,736.246   878,724.668   MT  0.99987609   +1 42 14.6
 EY3346;SPC NC       -   504,383.00  2,882,949.18   sFT  0.99987609   +1 42 14.6
 EY3346;UTM  18      - 3,884,613.102   404,524.126   MT  0.99971234   -0 36 08.6
 EY3346
 EY3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3346!SPC NC       -   1.00000589  x   0.99987609  =   0.99988198
 EY3346!UTM  18      -   1.00000589  x   0.99971234  =   0.99971823
 EY3346
 EY3346:                Primary Azimuth Mark                     Grid Az
 EY3346:SPC NC       -  NINE FOOT SHOAL BEACON                   015 42 29.6
 EY3346:UTM  18      -  NINE FOOT SHOAL BEACON                   018 00 52.8
 EY3346
 EY3346|---------------------------------------------------------------------|
 EY3346| PID    Reference Object                     Distance      Geod. Az  |
 EY3346|                                                           dddmmss.s |
 EY3346| EY3342 NINE FOOT SHOAL BEACON              APPROX. 5.3 KM 0172444.2 |
 EY3346| EY3344 SWASH CHAN BEACON LIGHTHOUSE        APPROX. 4.7 KM 0460356.4 |
 EY3346| EY3343 SWASH                               APPROX. 4.7 KM 0460406.5 |
 EY3346| EY3340 SWASH BEACON LIGHTHOUSE RED         APPROX. 4.8 KM 0482638.7 |
 EY3346| EX0431 OCRACOKE LIFE SAVING STA FLAG       APPROX. 5.7 KM 0715733.8 |
 EY3346| EX0428 OCRACOKE CG STA FLAGPOLE            APPROX. 5.8 KM 0720451.7 |
 EY3346| EX0430 OCRACOKE CLAM HOUSE CHINMEY         APPROX. 5.7 KM 0734317.1 |
 EY3346| EX0433 OCRACOKE N METH CH SPIRE            APPROX. 6.3 KM 0741254.2 |
 EY3346| EX0434 OCRACOKE S METH CH SPIRE            APPROX. 6.2 KM 0762642.2 |
 EY3346| EY4772 BEACON ISLAND 2 RP S                  7.570 METERS 08421     |
 EY3346| EY4770 BEACON ISLAND 2 RM 2                 21.500 METERS 14845     |
 EY3346| EY4771 BEACON ISLAND 2 RP E                  7.650 METERS 17606     |
 EY3346| EY3371 BEACON 2                            APPROX. 1.6 KM 1872338.5 |
 EY3346| EY3374 PORTSMOUTH LIFE SAVING STA CUP      APPROX. 3.6 KM 1944221.8 |
 EY3346| EY3373 PORTSMOUTH COAST GUARD MAST         APPROX. 3.6 KM 1951925.0 |
 EY3346| EY3356 PORTSMOUTH CHURCH SPIRE             APPROX. 3.6 KM 2002424.4 |
 EY3346| EY3360 PORTSMOUTH GASKINS FISH HOUSE       APPROX. 3.0 KM 2011112.0 |
 EY3346| EY3355 PORT                                APPROX. 4.1 KM 2173602.6 |
 EY3346| EY3347 CASEY ISLAND CHIMNEY                APPROX. 3.1 KM 2184136.8 |
 EY3346| EY3348 CASEYS POINT FISH HOUSE             APPROX. 3.1 KM 2193001.0 |
 EY3346| EY3364 SHEEP ISLAND SLUE BEACON            APPROX. 6.0 KM 2430032.7 |
 EY3346| EY4769 BEACON ISLAND 2 RM 1                  6.683 METERS 28350     |
 EY3346|---------------------------------------------------------------------|
 EY3346
 EY3346                          SUPERSEDED SURVEY CONTROL
 EY3346
 EY3346  NAD 83(1986)-  35 05 59.31101(N)    076 02 51.17168(W) AD(       ) 3
 EY3346  NAD 27      -  35 05 58.69300(N)    076 02 52.52900(W) AD(       ) 3
 EY3346
 EY3346.Superseded values are not recommended for survey control.
 EY3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3346.See file dsdata.txt to determine how the superseded data were derived.
 EY3346
 EY3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD0452484613(NAD 83)
 EY3346
 EY3346  HISTORY     - Date     Condition        Report By
 EY3346  HISTORY     - 1909     MONUMENTED       CGS
 EY3346  HISTORY     - 1916     GOOD             CGS
 EY3346  HISTORY     - 1927     GOOD             CGS
 EY3346  HISTORY     - 1933     GOOD             CGS
 EY3346  HISTORY     - 1947     GOOD             CGS
 EY3346  HISTORY     - 1962     GOOD             CGS
 EY3346
 EY3346                          STATION DESCRIPTION
 EY3346
 EY3346'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 EY3346'THIS STATION IS IN THE SOUTHERN PART OF PAMLICO SOUND OPPOSITE
 EY3346'OCRACOKE INLET, ABOUT 2 MILES NW FROM PORTSMOUTH, ON THE NW END
 EY3346'OF BEACON ISLAND, ABOUT 18 YARDS FROM THE SHORE TO THE NW, 35
 EY3346'YARDS FROM SHORE TO THE NE, 22 YARDS FROM A LAGOON TO THE SE,
 EY3346'AND 50 YARDS FROM SHORE TO THE SW.
 EY3346'
 EY3346'THE STATION IS MARKED BY A NAIL AND TILES SET IN CONCRETE.
 EY3346'
 EY3346'THE ORIGINAL REFERENCE MARKS WERE STAKES EMBEDDED IN CONCRETE
 EY3346'WITH NAIL IN THE TOPS.  ONE 7.65 METERS (25.1 FEET) E FROM THE
 EY3346'STATION AND THE OTHER 7.574 METERS (24.85 FEET) S.
 EY3346'
 EY3346'A THIRD REFERENCE MARK WAS ESTABLISHED IN 1916 CONSISTING OF
 EY3346'A BRONZE TABLET SET IN CONCRETE, 6.69 METERS (21.95 FEET) FROM
 EY3346'THE STATION ON A LINE TOWARD S.W. ROYAL SHOAL LIGHTHOUSE.  THE
 EY3346'CONCRETE IN WHICH THE ORIGINAL SIGNAL LEGS WERE EMBEDDED ARE
 EY3346'ABOUT 2.5 METERS (8.2 FEET) FROM THE STATION.
 EY3346
 EY3346                          STATION RECOVERY (1927)
 EY3346
 EY3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (RRM)
 EY3346'THE STATION RECOVERED AS DESCRIBED.  IT MIGHT BE ADDED THAT
 EY3346'THERE IS A SMALL ISLET N OF BEACON ISLAND, AND SEPARATED
 EY3346'FROM IT BY A SLUE 20 METERS WIDE.
 EY3346
 EY3346                          STATION RECOVERY (1933)
 EY3346
 EY3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3346'THE STATION IS ABOUT 2 MILES NNW OF PORTSMOUTH ON THE
 EY3346'NORTHWESTERN PART OF BEACON ISLAND, AND ABOUT 22 YARDS FROM A
 EY3346'LAGOON TO THE SE.
 EY3346'
 EY3346'THE STATION AND ONE REFERENCE MARK (REFERENCE MARK NO. 1) WERE
 EY3346'FOUND AS DESCRIBED IN ORIGINAL NOTES, IN GOOD CONDITION, AND
 EY3346'SAFE FROM EROSION.  THE STATION IS ABOUT 10 YARDS FROM THE
 EY3346'SHORE.  REFERENCE MARK NO. 1 IS AS DESCRIBED.
 EY3346'
 EY3346'A NEW REFERENCE MARK WAS ESTABLISHED.  IT IS A STANDARD DISK
 EY3346'STAMPED NO. 2 1933, AND SET IN CONCRETE IN TILE.
 EY3346'ABOUT 3 YARDS FROM NW EDGE OF A SMALL POND.
 EY3346'
 EY3346'HEIGHT OF TARGET ABOVE STATION MARK - 1.5 METERS.
 EY3346
 EY3346                          STATION RECOVERY (1947)
 EY3346
 EY3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY3346'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 EY3346'CONDITION.  DESCRIPTION IS ADEQUATE.  AT THE TIME THE STATION
 EY3346'WAS VISITED (EXTREME HIGH WATER) IT WAS COVERED WITH APPROXIMATELY
 EY3346'2 INCHES OF WATER.
 EY3346
 EY3346                          STATION RECOVERY (1962)
 EY3346
 EY3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 EY3346'THE STATION AND REFERENCE MARK NO. 2, 1933 WERE RECOVERED AS
 EY3346'DESCRIBED.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR FUTURE
 EY3346'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2099 ***********************************************************************
 EY2099  DESIGNATION -  BEACON LIGHT
 EY2099  PID         -  EY2099
 EY2099  STATE/COUNTY-  NC/BEAUFORT
 EY2099  USGS QUAD   -  WASHINGTON (1983)
 EY2099
 EY2099                         *CURRENT SURVEY CONTROL
 EY2099  ___________________________________________________________________
 EY2099* NAD 83(2001)-  35 31 52.21332(N)    077 02 53.84301(W)     ADJUSTED  
 EY2099* NAVD 88     -              **(meters)            **(feet)            
 EY2099  ___________________________________________________________________
 EY2099  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EY2099  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 EY2099  HORZ ORDER  -  THIRD
 EY2099
 EY2099.The horizontal coordinates were established by classical geodetic methods
 EY2099.and adjusted by the National Geodetic Survey in August 2005.
 EY2099
 EY2099
 EY2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2099
 EY2099.The geoid height was determined by GEOID03.
 EY2099
 EY2099;                    North         East     Units Scale Factor Converg.
 EY2099;SPC NC       -   199,326.069   786,578.413   MT  0.99988444   +1 07 35.3
 EY2099;SPC NC       -   653,955.61  2,580,632.68   sFT  0.99988444   +1 07 35.3
 EY2099;UTM  18      - 3,933,879.996   314,293.100   MT  1.00002500   -1 11 26.5
 EY2099
 EY2099                          SUPERSEDED SURVEY CONTROL
 EY2099
 EY2099  NAD 83(1986)-  35 31 52.23598(N)    077 02 53.82165(W) AD(       ) 4
 EY2099  NAD 27      -  35 31 51.65000(N)    077 02 54.99100(W) AD(       ) 3
 EY2099
 EY2099.Superseded values are not recommended for survey control.
 EY2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2099.See file dsdata.txt to determine how the superseded data were derived.
 EY2099
 EY2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1429333880(NAD 83)
 EY2099_MARKER: 14 = NAVIGATION LIGHT
 EY2099
 EY2099  HISTORY     - Date     Condition        Report By
 EY2099  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY2099  HISTORY     - 1951     GOOD             CGS
 EY2099
 EY2099                          STATION DESCRIPTION
 EY2099
 EY2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY2099'THIS IS THE SAME LIGHT AS WINDMILL POINT SHOAL LIGHT LISTED
 EY2099'IN THE INTRACOASTAL WATERWAY LIGHT LIST.  THEODOLITE CUTS
 EY2099'WERE TAKEN TO THIS LIGHT IN 1951 TO VERIFY ITS POSITION AND
 EY2099'FOUND TO BE CORRECT.  STATION IS APEX OF LANTERN ATOP A BLACK
 EY2099'BOX ON A BLACK SLATTED PILE STRUCTURE 16 FEET ABOVE MEAN HIGH
 EY2099'WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1569 ***********************************************************************
 FW1569  DESIGNATION -  BEACON MAPLE
 FW1569  PID         -  FW1569
 FW1569  STATE/COUNTY-  NC/CURRITUCK
 FW1569  USGS QUAD   -  BARCO (1982)
 FW1569
 FW1569                         *CURRENT SURVEY CONTROL
 FW1569  ___________________________________________________________________
 FW1569* NAD 83(2001)-  36 24 36.86586(N)    075 59 24.07761(W)     ADJUSTED  
 FW1569* NAVD 88     -              **(meters)            **(feet)            
 FW1569  ___________________________________________________________________
 FW1569  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 FW1569  GEOID HEIGHT-         -38.27  (meters)                     GEOID03
 FW1569  HORZ ORDER  -  THIRD
 FW1569
 FW1569.The horizontal coordinates were established by classical geodetic methods
 FW1569.and adjusted by the National Geodetic Survey in August 2005.
 FW1569
 FW1569
 FW1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1569
 FW1569.The geoid height was determined by GEOID03.
 FW1569
 FW1569;                    North         East     Units Scale Factor Converg.
 FW1569;SPC NC       -   299,215.768   879,558.862   MT  1.00007709   +1 44 14.2
 FW1569;SPC NC       -   981,677.07  2,885,686.03   sFT  1.00007709   +1 44 14.2
 FW1569;SPC VA S     - 1,011,527.830 3,725,123.337   MT  1.00008378   +1 31 24.1
 FW1569;SPC VA S     - 3,318,654.22 12,221,508.81   sFT  1.00008378   +1 31 24.1
 FW1569;UTM  18      - 4,029,906.910   411,234.817   MT  0.99969708   -0 35 15.6
 FW1569
 FW1569                          SUPERSEDED SURVEY CONTROL
 FW1569
 FW1569  NAD 83(1993)-  36 24 36.87353(N)    075 59 24.08293(W) AD(       ) 4
 FW1569  NAD 83(1986)-  36 24 36.88115(N)    075 59 24.10561(W) AD(       ) 4
 FW1569  NAD 27      -  36 24 36.32000(N)    075 59 25.38000(W) AD(       ) 3
 FW1569
 FW1569.Superseded values are not recommended for survey control.
 FW1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1569.See file dsdata.txt to determine how the superseded data were derived.
 FW1569
 FW1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1123529907(NAD 83)
 FW1569_MARKER: 16 = DAYBEACON
 FW1569
 FW1569  HISTORY     - Date     Condition        Report By
 FW1569  HISTORY     - 1934     FIRST OBSERVED   CGS
 FW1569
 FW1569                          STATION DESCRIPTION
 FW1569
 FW1569'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2496 ***********************************************************************
 DD2496  DESIGNATION -  BEACON O
 DD2496  PID         -  DD2496
 DD2496  STATE/COUNTY-  NC/BRUNSWICK
 DD2496  USGS QUAD   -  SOUTHPORT (1990)
 DD2496
 DD2496                         *CURRENT SURVEY CONTROL
 DD2496  ___________________________________________________________________
 DD2496* NAD 83(2001)-  33 54 16.87686(N)    078 00 58.70701(W)     ADJUSTED  
 DD2496* NAVD 88     -              **(meters)            **(feet)            
 DD2496  ___________________________________________________________________
 DD2496  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DD2496  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 DD2496  HORZ ORDER  -  THIRD
 DD2496
 DD2496.The horizontal coordinates were established by classical geodetic methods
 DD2496.and adjusted by the National Geodetic Survey in August 2005.
 DD2496
 DD2496
 DD2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2496
 DD2496.The geoid height was determined by GEOID03.
 DD2496
 DD2496;                    North         East     Units Scale Factor Converg.
 DD2496;SPC NC       -    17,611.781   700,592.630   MT  1.00014623   +0 34 03.9
 DD2496;SPC NC       -    57,781.32  2,298,527.65   sFT  1.00014623   +0 34 03.9
 DD2496;UTM  17      - 3,755,597.327   775,892.356   MT  1.00053844   +1 39 55.4
 DD2496;UTM  18      - 3,755,685.521   221,090.786   MT  1.00055908   -1 41 01.0
 DD2496
 DD2496                          SUPERSEDED SURVEY CONTROL
 DD2496
 DD2496  NAD 83(1986)-  33 54 16.88785(N)    078 00 58.71686(W) AD(       ) 4
 DD2496  NAD 27      -  33 54 16.25600(N)    078 00 59.74900(W) AD(       ) 3
 DD2496
 DD2496.Superseded values are not recommended for survey control.
 DD2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2496.See file dsdata.txt to determine how the superseded data were derived.
 DD2496
 DD2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7589255597(NAD 83)
 DD2496_MARKER: 16 = DAYBEACON
 DD2496
 DD2496  HISTORY     - Date     Condition        Report By
 DD2496  HISTORY     - 1905     FIRST OBSERVED   CGS
 DD2496
 DD2496                          STATION DESCRIPTION
 DD2496
 DD2496'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6017 ***********************************************************************
 AH6017  DESIGNATION -  BEACON RESET
 AH6017  PID         -  AH6017
 AH6017  STATE/COUNTY-  NC/GUILFORD
 AH6017  USGS QUAD   -  KERNERSVILLE (1994)
 AH6017
 AH6017                         *CURRENT SURVEY CONTROL
 AH6017  ___________________________________________________________________
 AH6017* NAD 83(2001)-  36 00 46.79437(N)    080 02 36.04296(W)     ADJUSTED  
 AH6017* NAVD 88     -       279.0    (meters)     915.     (feet)  VERT ANG  
 AH6017  ___________________________________________________________________
 AH6017  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 AH6017  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 AH6017  HORZ ORDER  -  SECOND
 AH6017
 AH6017.The horizontal coordinates were established by classical geodetic methods
 AH6017.and adjusted by the National Geodetic Survey in August 2005.
 AH6017
 AH6017.The orthometric height was determined by vertical angle observations.
 AH6017
 AH6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6017
 AH6017.The geoid height was determined by GEOID03.
 AH6017
 AH6017;                    North         East     Units Scale Factor Converg.
 AH6017;SPC NC       -   251,537.200   515,550.228   MT  0.99996073   -0 36 07.9
 AH6017;SPC NC       -   825,251.63  1,691,434.37   sFT  0.99996073   -0 36 07.9
 AH6017;UTM  17      - 3,985,813.355   586,208.113   MT  0.99969157   +0 33 45.1
 AH6017
 AH6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6017!SPC NC       -   0.99996117  x   0.99996073  =   0.99992190
 AH6017!UTM  17      -   0.99996117  x   0.99969157  =   0.99965275
 AH6017
 AH6017                          SUPERSEDED SURVEY CONTROL
 AH6017
 AH6017  NAD 83(1986)-  36 00 46.80071(N)    080 02 36.05072(W) AD(       ) 2
 AH6017
 AH6017.Superseded values are not recommended for survey control.
 AH6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6017.See file dsdata.txt to determine how the superseded data were derived.
 AH6017
 AH6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8620885813(NAD 83)
 AH6017_MARKER: DS = TRIANGULATION STATION DISK
 AH6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6017_STAMPING: BEACON RESET 1994
 AH6017_MARK LOGO: NCGS  
 AH6017_PROJECTION: FLUSH
 AH6017_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6017+STABILITY: SURFACE MOTION
 AH6017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6017+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6017
 AH6017  HISTORY     - Date     Condition        Report By
 AH6017  HISTORY     - 1994     MONUMENTED       NCGS
 AH6017
 AH6017                          STATION DESCRIPTION
 AH6017
 AH6017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994
 AH6017'BEACON 1948 UNDERGROUND MARK WAS RECOVERED AND RESTAMPED (TO SHOW THE
 AH6017'ELEVATION HAS CHANGED).  THE PROPERTY OWNER DID NOT WANT A NEW MARK
 AH6017'PROJECTING IN HIS GARDEN. SEE DESCRIPTION OF BEACON 1948. 1994 MARK IS
 AH6017'ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD AND RECESSED 15 INCHES BELOW
 AH6017'GROUND. LOCATED 72.0 FT (21.9 M) EAST OF THE CENTERLINE OF SKEET CLUB
 AH6017'ROAD, 97.8 FT (29.8 M) NORTHWEST OF NORTHWEST CORNER OF ONE STORY
 AH6017'BRICK HOUSE, 170.3 FT (51.9 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT, AND
 AH6017'131.2 FT (40.0 M) WEST OF NORTHWEST CORNER OF TWO STORY CONCRETE BLOCK
 AH6017'AND WOOD FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2514 ***********************************************************************
 FA2514  DESIGNATION -  BEAGLE
 FA2514  PID         -  FA2514
 FA2514  STATE/COUNTY-  NC/MECKLENBURG
 FA2514  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2514
 FA2514                         *CURRENT SURVEY CONTROL
 FA2514  ___________________________________________________________________
 FA2514* NAD 83(2001)-  35 10 41.38300(N)    080 59 24.96905(W)     ADJUSTED  
 FA2514* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 FA2514  ___________________________________________________________________
 FA2514  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 FA2514  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 FA2514  HORZ ORDER  -  SECOND
 FA2514
 FA2514.The horizontal coordinates were established by classical geodetic methods
 FA2514.and adjusted by the National Geodetic Survey in August 2005.
 FA2514
 FA2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2514
 FA2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2514
 FA2514.The geoid height was determined by GEOID03.
 FA2514
 FA2514;                    North         East     Units Scale Factor Converg.
 FA2514;SPC NC       -   160,242.971   428,342.971   MT  0.99987341   -1 08 55.4
 FA2514;SPC NC       -   525,730.48  1,405,321.90   sFT  0.99987341   -1 08 55.4
 FA2514;UTM  17      - 3,892,800.881   500,886.024   MT  0.99960001   +0 00 20.2
 FA2514
 FA2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2514!SPC NC       -   0.99997196  x   0.99987341  =   0.99984537
 FA2514!UTM  17      -   0.99997196  x   0.99960001  =   0.99957198
 FA2514
 FA2514:                Primary Azimuth Mark                     Grid Az
 FA2514:SPC NC       -  PRIVATE                                  098 05 32.0
 FA2514:UTM  17      -  PRIVATE                                  096 56 16.4
 FA2514
 FA2514|---------------------------------------------------------------------|
 FA2514| PID    Reference Object                     Distance      Geod. Az  |
 FA2514|                                                           dddmmss.s |
 FA2514| FA2539 PRIVATE                             APPROX. 2.5 KM 0965636.6 |
 FA2514|---------------------------------------------------------------------|
 FA2514
 FA2514                          SUPERSEDED SURVEY CONTROL
 FA2514
 FA2514  NAD 83(1986)-  35 10 41.40546(N)    080 59 24.97737(W) AD(       ) 2
 FA2514  NAD 27      -  35 10 40.88905(N)    080 59 25.71934(W) AD(       ) 2
 FA2514  NGVD 29 (07/19/86)  209.5    (m)          687.     (f) VERT ANG    3  
 FA2514
 FA2514.Superseded values are not recommended for survey control.
 FA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2514.See file dsdata.txt to determine how the superseded data were derived.
 FA2514
 FA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0088692801(NAD 83)
 FA2514_MARKER: DE = TRAVERSE STATION DISK
 FA2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2514_STAMPING: BEAGLE 1968
 FA2514_MARK LOGO: NCGS  
 FA2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2514+STABILITY: SURFACE MOTION
 FA2514
 FA2514  HISTORY     - Date     Condition        Report By
 FA2514  HISTORY     - 1968     MONUMENTED       NCGS
 FA2514  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2514  HISTORY     - 19980523 MARK NOT FOUND   USPSQD
 FA2514
 FA2514                          STATION DESCRIPTION
 FA2514
 FA2514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2514'BEAGLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2514'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2514'
 FA2514'BEAGLE IS LOCATED APPROXIMATELY 8.9 MILES SOUTHWEST OF
 FA2514'CHARLOTTE. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2514'SR 1155 (DIXIE RIVER RD.) AND NC 160 IN SHOPTON, GO WEST ON
 FA2514'SR 1155 FOR 2.15 MILES TO DRIVEWAY TO FIRST HOUSE SOUTH OF
 FA2514'HIGH VOLTAGE LINE, TURN RIGHT (NE) THROUGH DRIVEWAY PASSING ON
 FA2514'NORTH SIDE OF HOUSE TO HIGH VOLTAGE LINE AND STATION, WHICH IS
 FA2514'ON THE WEST SIDE DIRT ROAD UNDER HIGH VOLTAGE LINE.
 FA2514'
 FA2514'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2514'BEAGLE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2514'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2514'
 FA2514'MARK IS
 FA2514'
 FA2514'50.1 FT NNE OF ANCHOR POLE ON S SIDE OF HIGH VOLTAGE LINE
 FA2514'R/W, AND WITH ALUMINUM REF. TAG
 FA2514'
 FA2514'74.3 FT NNE OF NORTHERNMOST OF A TRIPLE 6 INCH PERSIMMON TREE,
 FA2514'AND WITH ALUMINUM REF. TAG
 FA2514'
 FA2514'85.5 FT NNW OF PP WITH TRANSFORMER ON S SIDE OF HIGH VOLTAGE
 FA2514'LINE R/W, AND WITH ALUMINUM REF. TAG
 FA2514'
 FA2514'6.0 FT W OF C/L OF DIRT ROAD CROSSING UNDER HIGH VOLTAGE LINE
 FA2514
 FA2514                          STATION RECOVERY (1988)
 FA2514
 FA2514'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2514'MARK NOT FOUND.
 FA2514
 FA2514                          STATION RECOVERY (1998)
 FA2514
 FA2514'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0976 ***********************************************************************
 EA0976  DESIGNATION -  BEALS
 EA0976  PID         -  EA0976
 EA0976  STATE/COUNTY-  NC/ONSLOW
 EA0976  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA0976
 EA0976                         *CURRENT SURVEY CONTROL
 EA0976  ___________________________________________________________________
 EA0976* NAD 83(2001)-  34 44 52.73090(N)    077 27 20.78580(W)     ADJUSTED  
 EA0976* NAVD 88     -         5.895  (meters)      19.34   (feet)  ADJUSTED  
 EA0976  ___________________________________________________________________
 EA0976  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EA0976  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 EA0976  DYNAMIC HT  -           5.890 (meters)      19.32  (feet)  COMP
 EA0976  MODELED GRAV-     979,694.9   (mgal)                       NAVD 88
 EA0976
 EA0976  HORZ ORDER  -  SECOND
 EA0976  VERT ORDER  -  FIRST     CLASS II
 EA0976
 EA0976.The horizontal coordinates were established by classical geodetic methods
 EA0976.and adjusted by the National Geodetic Survey in August 2005.
 EA0976
 EA0976.The orthometric height was determined by differential leveling
 EA0976.and adjusted in June 1991.
 EA0976
 EA0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0976
 EA0976.The geoid height was determined by GEOID03.
 EA0976
 EA0976.The dynamic height is computed by dividing the NAVD 88
 EA0976.geopotential number by the normal gravity value computed on the
 EA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0976.degrees latitude (g = 980.6199 gals.).
 EA0976
 EA0976.The modeled gravity was interpolated from observed gravity values.
 EA0976
 EA0976;                    North         East     Units Scale Factor Converg.
 EA0976;SPC NC       -   111,806.677   750,983.363   MT  0.99991099   +0 53 28.6
 EA0976;SPC NC       -   366,819.07  2,463,851.25   sFT  0.99991099   +0 53 28.6
 EA0976;UTM  18      - 3,847,842.589   275,197.361   MT  1.00022291   -1 24 01.1
 EA0976
 EA0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0976!SPC NC       -   1.00000489  x   0.99991099  =   0.99991588
 EA0976!UTM  18      -   1.00000489  x   1.00022291  =   1.00022780
 EA0976
 EA0976:                Primary Azimuth Mark                     Grid Az
 EA0976:SPC NC       -  PINNIX                                   044 31 20.6
 EA0976:UTM  18      -  PINNIX                                   046 48 50.3
 EA0976
 EA0976|---------------------------------------------------------------------|
 EA0976| PID    Reference Object                     Distance      Geod. Az  |
 EA0976|                                                           dddmmss.s |
 EA0976| EA1059 PINNIX                              APPROX. 0.7 KM 0452449.2 |
 EA0976|---------------------------------------------------------------------|
 EA0976
 EA0976                          SUPERSEDED SURVEY CONTROL
 EA0976
 EA0976  NAD 83(1986)-  34 44 52.74099(N)    077 27 20.79550(W) AD(       ) 2
 EA0976  NAD 27      -  34 44 52.15131(N)    077 27 21.92639(W) AD(       ) 2
 EA0976  NAVD 88 (05/07/97)    5.90   (m)           19.4    (f) LEVELING    3  
 EA0976  NGVD 29 (07/19/86)    6.22   (m)           20.4    (f) LEVELING    3  
 EA0976
 EA0976.Superseded values are not recommended for survey control.
 EA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0976.See file dsdata.txt to determine how the superseded data were derived.
 EA0976
 EA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7519747843(NAD 83)
 EA0976_MARKER: DE = TRAVERSE STATION DISK
 EA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0976_SP_SET: CONCRETE POST
 EA0976_STAMPING: BEALS 1974
 EA0976_PROJECTION: FLUSH
 EA0976_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0976+STABILITY: SURFACE MOTION
 EA0976
 EA0976  HISTORY     - Date     Condition        Report By
 EA0976  HISTORY     - 1974     MONUMENTED       NCGS
 EA0976  HISTORY     - 1979     GOOD             NCGS
 EA0976  HISTORY     - 1979     GOOD             NCGS
 EA0976  HISTORY     - 19890720 SEE DESCRIPTION  NCGS
 EA0976  HISTORY     - 19901124 MARK NOT FOUND   USPSQD
 EA0976
 EA0976                          STATION DESCRIPTION
 EA0976
 EA0976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0976'BEALS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0976'THE VICINITY OF JACKSONVILLE, NORTH CAROLINA.
 EA0976'
 EA0976'BEALS IS LOCATED APPROXIMATELY 1.4 MILES WEST OF JACKSONVILLE.  TO
 EA0976'REACH STATION FROM INTERSECTION OF U.S. 17 WITH U.S. 258 PROCEED
 EA0976'SOUTHERLY ALONG U.S. 17 FOR 0.45 MILE TO STATION ON LEFT IN MEDIAN,
 EA0976'AND ON PROJECTION OF SW SIDE OF A SMALL GREEN HOUSE WITH BEALS
 EA0976'COURT SIGN IN FRONT.
 EA0976'
 EA0976'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0976'BEALS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0976'IS FLUSH WITH THE GROUND.
 EA0976'
 EA0976'MARK IS 50.1 FT SE OF C/L SOUTH BOUND LANE U.S. 17.
 EA0976'
 EA0976'50.0 FT NW OF C/L NORTH BOUND LANE U.S. 17.
 EA0976'
 EA0976'70.5 FT NE OF PROJECTED C/L OF ENTRANCE DRIVE TO STAR LIGHT
 EA0976'DRIVE-IN THEATRE.
 EA0976'
 EA0976'263.4 FT NE OF C/L CROSSOVER LEADING TO STATE HIGHWAY PATROL OFFICE.
 EA0976
 EA0976                          STATION RECOVERY (1979)
 EA0976
 EA0976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA0976'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EA0976
 EA0976                          STATION RECOVERY (1979)
 EA0976
 EA0976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0976'IN JACKSONVILLE.
 EA0976'0.45 MILE SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 258
 EA0976'IN JACKSONVILLE, IN THE MEDIAN OF HIGHWAY AND ON PROLONGATION OF
 EA0976'SOUTHWEST SIDE OF A SMALL GREEN HOUSE WITH BEALS COURT SIGN IN
 EA0976'FRONT, 50.1 FEET SOUTHEAST OF CENTERLINE OF SOUTHBOUND LANES,
 EA0976'50.0 FEET NORTHWEST OF CENTERLINE OF NORTHBOUND LANES, 70.5 FEET
 EA0976'NORTHEAST OF PROLONGATION OF CENTERLINE OF DRIVE TO THEATRE AND
 EA0976'263.4 FEET NORTHEAST OF CENTERLINE OF CROSSOVER TO HIGHWAY PATROL
 EA0976'OFFICE.
 EA0976'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA0976
 EA0976                          STATION RECOVERY (1989)
 EA0976
 EA0976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EA0976'MARK WAS NOT FOUND.  AREA HAS BEEN LANDSCAPED.  IF A THOROUGH
 EA0976'INSTRUMENT SEARCH WAS MADE, MARK MIGHT BE RECOVERED.
 EA0976
 EA0976                          STATION RECOVERY (1990)
 EA0976
 EA0976'RECOVERY NOTE BY US POWER SQUADRON 1990 (JWZ)
 EA0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1399 ***********************************************************************
 FW1399  DESIGNATION -  BEALS
 FW1399  PID         -  FW1399
 FW1399  STATE/COUNTY-  NC/DARE
 FW1399  USGS QUAD   -  JARVISBURG (1982)
 FW1399
 FW1399                         *CURRENT SURVEY CONTROL
 FW1399  ___________________________________________________________________
 FW1399* NAD 83(2001)-  36 10 11.49561(N)    075 45 18.77838(W)     ADJUSTED  
 FW1399* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FW1399  ___________________________________________________________________
 FW1399  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FW1399  GEOID HEIGHT-         -38.88  (meters)                     GEOID03
 FW1399  HORZ ORDER  -  SECOND
 FW1399
 FW1399.The horizontal coordinates were established by classical geodetic methods
 FW1399.and adjusted by the National Geodetic Survey in August 2005.
 FW1399
 FW1399.The orthometric height was scaled from a topographic map.
 FW1399
 FW1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1399
 FW1399.The geoid height was determined by GEOID03.
 FW1399
 FW1399;                    North         East     Units Scale Factor Converg.
 FW1399;SPC NC       -   273,218.760   901,482.497   MT  1.00000089   +1 52 22.1
 FW1399;SPC NC       -   896,385.22  2,957,613.83   sFT  1.00000089   +1 52 22.1
 FW1399;UTM  18      - 4,003,052.856   432,079.820   MT  0.99965684   -0 26 44.6
 FW1399
 FW1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1399!SPC NC       -   1.00000568  x   1.00000089  =   1.00000657
 FW1399!UTM  18      -   1.00000568  x   0.99965684  =   0.99966251
 FW1399
 FW1399|---------------------------------------------------------------------|
 FW1399| PID    Reference Object                     Distance      Geod. Az  |
 FW1399|                                                           dddmmss.s |
 FW1399| FW1768 BEALS RM 1                            8.498 METERS 07717     |
 FW1399| FW1394 PAUL GAMIELS HILL COAST GUARD       APPROX. 3.3 KM 1462326.1 |
 FW1399| FW1769 BEALS RM 2                            8.087 METERS 16703     |
 FW1399| FW1400 CAFFEY INLET CG CUPOLA              APPROX. 6.0 KM 3463801.7 |
 FW1399| FW1401 CAFFEY INLET CG FLAGPOLE            APPROX. 6.0 KM 3465330.0 |
 FW1399|---------------------------------------------------------------------|
 FW1399
 FW1399                          SUPERSEDED SURVEY CONTROL
 FW1399
 FW1399  NAD 83(1993)-  36 10 11.51021(N)    075 45 18.78884(W) AD(       ) 2
 FW1399  NAD 83(1986)-  36 10 11.51343(N)    075 45 18.79342(W) AD(       ) 2
 FW1399  NAD 27      -  36 10 10.92000(N)    075 45 20.12500(W) AD(       ) 2
 FW1399
 FW1399.Superseded values are not recommended for survey control.
 FW1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1399.See file dsdata.txt to determine how the superseded data were derived.
 FW1399
 FW1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3208003053(NAD 83)
 FW1399_MARKER: DS = TRIANGULATION STATION DISK
 FW1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1399
 FW1399  HISTORY     - Date     Condition        Report By
 FW1399  HISTORY     - 1935     MONUMENTED       CGS
 FW1399  HISTORY     - 1975     GOOD             NGS
 FW1399  HISTORY     - 1989     SEE DESCRIPTION  USPSQD
 FW1399  HISTORY     - 19990608 MARK NOT FOUND   NCDOT
 FW1399
 FW1399                          STATION DESCRIPTION
 FW1399
 FW1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 FW1399'STATION IS ON TOP OF A WOODED DUNE ON THE E SIDE OF CURRITUCK SOUND,
 FW1399'ABOUT 1/4 MILE N OF THE VILLAGE OF DUCK, NORTH CAROLINA, AND ABOUT
 FW1399'4 MILES S OF THE CAFFEY INLET COAST GUARD STATION.  IT IS ABOUT 1/2
 FW1399'MILE E OF MR. SCARBOROUGHS HOUSE AND 20 METERS E OF THE ROAD
 FW1399'ALONG THE NECK, ON THE PROPERTY OF LOUIS WESTCOTT.
 FW1399'
 FW1399'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE,
 FW1399'
 FW1399'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO. 2
 FW1399'IS S OF THE STATION.
 FW1399'
 FW1399'TO REACH FROM COINJOCK PROCEED S TO THE E END OF THE WRIGHT
 FW1399'MEMORIAL BRIDGE AND SET 0.0.  AT 0.6 TURN LEFT.  AT 6.1 STOP
 FW1399'WHERE THE TELEPHONE LINE TURNS W AND GUY WIRE IS ACROSS ROAD FROM
 FW1399'OAK TREE TO POLE.  STATION IS 20 METERS E OF ROAD ON TOP OF DUNE.
 FW1399'
 FW1399'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 FW1399
 FW1399                          STATION RECOVERY (1975)
 FW1399
 FW1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1399'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 FW1399'CONDITION.  IT IS NOW IN A WOODED AREA, 147 FEET EAST OF THE CENTER
 FW1399'LINE OF ROAD, 2 FEET SOUTH OF A WITNESS POST AND THE MARK IS
 FW1399'PROJECTING 6 INCHES.
 FW1399'
 FW1399'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION.
 FW1399'
 FW1399'REFERENCE MARK NO. 1 WAS NOT FOUND IT IS BELIEVED TO BE UNDER
 FW1399'ABOUT 4 FEET OF SAND.
 FW1399'
 FW1399'TO REACH THE STATION SITE FROM THE TOWN OF DUCK, AT THE DUCK
 FW1399'UNITED METHODIST CHURCH, GO NORTHERLY FOLLOWING THE PAVED ROAD FOR
 FW1399'0.1 MILE TO THE END OF THE PAVED ROAD, CONTINUE ON NORTHERLY
 FW1399'FOLLOWING A CLAY AND SAND ROAD FOR 0.15 MILE TO THE STATION SITE
 FW1399'ON THE RIGHT AND POWER POLE VA-84 ON THE LEFT.
 FW1399
 FW1399                          STATION RECOVERY (1989)
 FW1399
 FW1399'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW1399'RECOVERED AS DESCRIBED.
 FW1399
 FW1399                          STATION RECOVERY (1999)
 FW1399
 FW1399'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0112 ***********************************************************************
 FZ0112  DESIGNATION -  BEAM
 FZ0112  PID         -  FZ0112
 FZ0112  STATE/COUNTY-  NC/FORSYTH
 FZ0112  USGS QUAD   -  BELEWS CREEK (1994)
 FZ0112
 FZ0112                         *CURRENT SURVEY CONTROL
 FZ0112  ___________________________________________________________________
 FZ0112* NAD 83(2001)-  36 07 46.85403(N)    080 04 53.42326(W)     ADJUSTED  
 FZ0112* NAVD 88     -       306.007  (meters)    1003.96   (feet)  POSTED    
 FZ0112  ___________________________________________________________________
 FZ0112  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 FZ0112  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 FZ0112  DYNAMIC HT  -         305.730 (meters)    1003.05  (feet)  COMP
 FZ0112  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 FZ0112
 FZ0112  HORZ ORDER  -  SECOND
 FZ0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FZ0112
 FZ0112.The horizontal coordinates were established by classical geodetic methods
 FZ0112.and adjusted by the National Geodetic Survey in August 2005.
 FZ0112
 FZ0112.The orthometric height was determined by differential leveling
 FZ0112.and adjusted by the  in 1992.
 FZ0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FZ0112.rate of 0.0 thru 1.0 mm/km.
 FZ0112
 FZ0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0112
 FZ0112.The geoid height was determined by GEOID03.
 FZ0112
 FZ0112.The dynamic height is computed by dividing the NAVD 88
 FZ0112.geopotential number by the normal gravity value computed on the
 FZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0112.degrees latitude (g = 980.6199 gals.).
 FZ0112
 FZ0112.The modeled gravity was interpolated from observed gravity values.
 FZ0112
 FZ0112;                    North         East     Units Scale Factor Converg.
 FZ0112;SPC NC       -   264,520.133   512,251.419   MT  0.99998989   -0 37 27.2
 FZ0112;SPC NC       -   867,846.47  1,680,611.53   sFT  0.99998989   -0 37 27.2
 FZ0112;UTM  17      - 3,998,722.810   582,646.984   MT  0.99968416   +0 32 29.7
 FZ0112
 FZ0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0112!SPC NC       -   0.99995705  x   0.99998989  =   0.99994694
 FZ0112!UTM  17      -   0.99995705  x   0.99968416  =   0.99964122
 FZ0112
 FZ0112:                Primary Azimuth Mark                     Grid Az
 FZ0112:SPC NC       -  GROVE                                    118 26 34.2
 FZ0112:UTM  17      -  GROVE                                    117 16 37.3
 FZ0112
 FZ0112|---------------------------------------------------------------------|
 FZ0112| PID    Reference Object                     Distance      Geod. Az  |
 FZ0112|                                                           dddmmss.s |
 FZ0112| FZ1395 GROVE                               APPROX. 0.7 KM 1174907.0 |
 FZ0112|---------------------------------------------------------------------|
 FZ0112
 FZ0112                          SUPERSEDED SURVEY CONTROL
 FZ0112
 FZ0112  NAD 83(1993)-  36 07 46.86004(N)    080 04 53.42973(W) AD(       ) 2
 FZ0112  NAD 83(1986)-  36 07 46.86033(N)    080 04 53.42982(W) AD(       ) 2
 FZ0112  NAD 27      -  36 07 46.36288(N)    080 04 54.27840(W) AD(       ) 2
 FZ0112  NAVD 88 (11/03/99)  306.01   (m)         1004.0    (f) LEVELING    3  
 FZ0112  NGVD 29 (??/??/92)  306.209  (m)         1004.62   (f) ADJ UNCH    2 0
 FZ0112
 FZ0112.Superseded values are not recommended for survey control.
 FZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0112.See file dsdata.txt to determine how the superseded data were derived.
 FZ0112
 FZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8264798723(NAD 83)
 FZ0112_MARKER: DE = TRAVERSE STATION DISK
 FZ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0112_STAMPING: BEAM 1968
 FZ0112_MARK LOGO: NCGS  
 FZ0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0112+STABILITY: SURFACE MOTION
 FZ0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0112+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2001
 FZ0112
 FZ0112  HISTORY     - Date     Condition        Report By
 FZ0112  HISTORY     - 1968     MONUMENTED       NCGS
 FZ0112  HISTORY     - 1972     GOOD             NCGS
 FZ0112  HISTORY     - 19910617 GOOD             NCGS
 FZ0112  HISTORY     - 20010130 GOOD             NCGS
 FZ0112
 FZ0112                          STATION DESCRIPTION
 FZ0112
 FZ0112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ0112'BEAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0112'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ0112'
 FZ0112'BEAM IS LOCATED APPROXIMATELY 0.7 MILE NNW OF THE CENTER OF
 FZ0112'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ0112'OF NC 66 AND OLD U.S. 421 WITH NC 150 IN KERNERSVILLE, GO
 FZ0112'WESTERLY ON NC 66 AND OLD U.S. 421 (W. MOUNTAIN ST.) FOR 1.0
 FZ0112'MILE TO DRIVEWAY TO PIEDMONT CONSTRUCTION CO., TURN RIGHT (N)
 FZ0112'ON DRIVEWAY FOR 0.2 MILE TO RAILROAD, AND STATION.  WHICH IS IN
 FZ0112'THE SOUTHWEST QUADRANT OF INTERSECTION ACROSS RAILROAD FROM
 FZ0112'PIEDMONT CONSTRUCTION COMPANY.
 FZ0112'
 FZ0112'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0112'BEAM 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0112'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ0112'
 FZ0112'MARK IS
 FZ0112'
 FZ0112'9.8 FT SSW OF S RAIL OF SOUTHERN RR
 FZ0112'
 FZ0112'47.0 FT W OF C/L OF INTERSECTION OF S RAIL AND DRIVEWAY
 FZ0112'
 FZ0112'63.0 FT N OF PP ACA 23 ON E SIDE OF DRIVEWAY, AND WITH
 FZ0112'ALUMINUM REF. TAG
 FZ0112'
 FZ0112'52.6 FT WNW OF 6X6 POST WITH RR CROSSARM IN SE QUADRANT OF
 FZ0112'INTERSECTION, AND WITH ALUMINUM REF. TAG
 FZ0112'
 FZ0112'72.7 FT SW OF PP ACA 21 A1 (THE EASTERNMOST POLE OF TRANSFORMER
 FZ0112'STAND), AND WITH ALUMINUM REF. TAG
 FZ0112'
 FZ0112'73.8 FT SSW OF PP IN S SIDE OF CONSTRUCTION COMPANY YARD, AND
 FZ0112'WITH ALUMINUM REF. TAG
 FZ0112'
 FZ0112'111.2 FT ESE OF METAL POST WITH STATION 1 MILE SIGN ON SIDE OF
 FZ0112'RAILROAD
 FZ0112
 FZ0112                          STATION RECOVERY (1972)
 FZ0112
 FZ0112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0112'AT KERNERSVILLE.
 FZ0112'TO REACH STATION FROM THE INTERSECTION OF NC 66 AND NC 150, PROCEED
 FZ0112'NW ALONG NC 66 FOR 0.95 MILE TO ENTRANCE TO PIEDMONT CONSTRUCTION
 FZ0112'COMPANY, TURN RIGHT AND PROCEED NE ALONG ENTRANCE ROAD FOR 0.20
 FZ0112'MILE TO INTERSECTION WITH RAILROAD AND STATION IN THE SW QUADRANT,
 FZ0112'0.3 MILE NW ALONG RR FROM CROSSING AT SR 2021, 09.8 FEET SSW OF
 FZ0112'SOUTH RAIL OF SOUTHERN RAILWAY, 47.0 FEET WEST OF C/L INTERSECTIONS
 FZ0112'OF DRIVEWAY AND SOUTH RAIL, 63.0 FEET NORTH OF PP ACA 23 WITH
 FZ0112'ALUMINUM REF. TAG, 72.7 FEET SW OF PP ACA 21 A1 WITH ALUMINUM
 FZ0112'REF. TAG EASTERN MOST POLE OF TRANSFORMER STAND, AND 111.2 FEET
 FZ0112'ESE OF METAL POST WITH STATION ONE MILE SIGN.  DISK IS SET FLUSH
 FZ0112'WITH THE GROUND.
 FZ0112
 FZ0112                          STATION RECOVERY (1991)
 FZ0112
 FZ0112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 FZ0112'RECOVERY BY NCGS IN JUNE 1991 FOUND STATION IN GOOD CONDITION. A
 FZ0112'COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED IN THE NORTHWEST
 FZ0112'AREA OF KERNERSVILLE, IN THE WEST QUADRANT OF THE GRADE CROSSING OF
 FZ0112'THE SOUTHERN RAILROAD AND NC 66 (NORTH BODENHAMER STREET). MARK IS
 FZ0112'ABOUT 1-FOOT BELOW THE HIGHWAY AND IS RECESSED ABOUT 1.5-FEET IN A
 FZ0112'METAL PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND. LOCATED 10.0 FT
 FZ0112'(3.0 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL, 24.5 FT (7.5 M)
 FZ0112'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 6.0 FT (1.8 M)
 FZ0112'FROM THE CURB, 45.0 FT (13.7 M) WEST OF THE GRADE CROSSING, 16.0 FT
 FZ0112'(4.9 M) EAST OF THE NORTH END OF A HIGHWAY CULVERT, 50.6 FT (15.4 M)
 FZ0112'EAST-NORTHEAST OF A MANHOLE COVER, 57.7 FT (17.6 M) WEST-SOUTHWEST OF
 FZ0112'A RAILROAD SIGNAL POLE, AND 63.0 FT (19.2 M) NORTH OF A POWER POLE
 FZ0112'WITH REFERENCE TAG.
 FZ0112
 FZ0112                          STATION RECOVERY (2001)
 FZ0112
 FZ0112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ0112'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3038 ***********************************************************************
 FY3038  DESIGNATION -  BEAM
 FY3038  PID         -  FY3038
 FY3038  STATE/COUNTY-  NC/PERSON
 FY3038  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3038
 FY3038                         *CURRENT SURVEY CONTROL
 FY3038  ___________________________________________________________________
 FY3038* NAD 83(2001)-  36 31 14.95412(N)    078 54 23.34772(W)     ADJUSTED  
 FY3038* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 FY3038  ___________________________________________________________________
 FY3038  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FY3038  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 FY3038  HORZ ORDER  -  SECOND
 FY3038
 FY3038.The horizontal coordinates were established by classical geodetic methods
 FY3038.and adjusted by the National Geodetic Survey in August 2005.
 FY3038
 FY3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3038
 FY3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3038
 FY3038.The geoid height was determined by GEOID03.
 FY3038
 FY3038;                    North         East     Units Scale Factor Converg.
 FY3038;SPC NC       -   307,398.701   617,978.034   MT  1.00011812   +0 03 14.3
 FY3038;SPC NC       - 1,008,523.90  2,027,482.93   sFT  1.00011812   +0 03 14.3
 FY3038;UTM  17      - 4,043,756.108   687,447.315   MT  1.00003291   +1 14 46.5
 FY3038
 FY3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3038!SPC NC       -   0.99997629  x   1.00011812  =   1.00009441
 FY3038!UTM  17      -   0.99997629  x   1.00003291  =   1.00000920
 FY3038
 FY3038:                Primary Azimuth Mark                     Grid Az
 FY3038:SPC NC       -  BROOKS                                   199 15 49.4
 FY3038:UTM  17      -  BROOKS                                   198 04 17.2
 FY3038
 FY3038|---------------------------------------------------------------------|
 FY3038| PID    Reference Object                     Distance      Geod. Az  |
 FY3038|                                                           dddmmss.s |
 FY3038| FY3039 BROOKS                              APPROX. 0.8 KM 1991903.7 |
 FY3038|---------------------------------------------------------------------|
 FY3038
 FY3038                          SUPERSEDED SURVEY CONTROL
 FY3038
 FY3038  NAD 83(1993)-  36 31 14.95405(N)    078 54 23.34878(W) AD(       ) 2
 FY3038  NAD 83(1986)-  36 31 14.95652(N)    078 54 23.35322(W) AD(       ) 2
 FY3038  NAD 27      -  36 31 14.45257(N)    078 54 24.32126(W) AD(       ) 2
 FY3038  NGVD 29 (07/19/86)  182.6    (m)          599.     (f) VERT ANG    3  
 FY3038
 FY3038.Superseded values are not recommended for survey control.
 FY3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3038.See file dsdata.txt to determine how the superseded data were derived.
 FY3038
 FY3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8744743756(NAD 83)
 FY3038_MARKER: DD = SURVEY DISK
 FY3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3038_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3038+STABILITY: SURFACE MOTION
 FY3038
 FY3038  HISTORY     - Date     Condition        Report By
 FY3038  HISTORY     - 1976     MONUMENTED       NCGS
 FY3038
 FY3038                          STATION DESCRIPTION
 FY3038
 FY3038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3038'THE STATION IS LOCATED IN THE COMMUNITY OF BETHEL HILL AND 9.7 MILES
 FY3038'NORTH-NORTHEAST OF ROXBORO.
 FY3038'
 FY3038'TO REACH THE STATION FROM THE VIRGINIA-NORTH CAROLINA STATE LINE
 FY3038'CROSSNG OF US 501, PROCEED SOUTHERLY ALONG US 501 FOR 1.45 MILES TO
 FY3038'STATION ON THE LEFT, ON TOP OF AND ABOUT MIDWAY A 12 FOOT CUT AND 0.5
 FY3038'MILE NORTH OF THE INTERSECTION WITH SR 1329 (WEST) AND SR 1500 (EAST).
 FY3038'
 FY3038'STATION MARK IS A STANDARD DISK STAMPED---BEAM 1976---SET IN THE TOP
 FY3038'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY3038'MARK IS 57.0 FEET EAST-SOUTHEAST OF CENTERLINE OF US 501, 21.5 FEET
 FY3038'SOUTHWEST OF 10 INCH PINE WITH REFERENCE TAG, 12.9 FEET WEST-NORTHWEST
 FY3038'OF 8 INCH PINE WITH REFERENCE TAG, 28.3 FEET NORTHWEST OF 8 INCH PINE
 FY3038'WITH REFERENCE TAG AND 184.0 FEET SOUTH-SOUTHWEST OF 15 INCH POPLAR
 FY3038'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4881 ***********************************************************************
 FA4881  DESIGNATION -  BEAM
 FA4881  PID         -  FA4881
 FA4881  STATE/COUNTY-  NC/CLEVELAND
 FA4881  USGS QUAD   -  GROVER (1993)
 FA4881
 FA4881                         *CURRENT SURVEY CONTROL
 FA4881  ___________________________________________________________________
 FA4881* NAD 83(2001)-  35 10 36.56091(N)    081 25 48.54834(W)     ADJUSTED  
 FA4881* NAVD 88     -       284.10   (+/-2cm)     932.1    (feet)  VERTCON   
 FA4881  ___________________________________________________________________
 FA4881  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 FA4881  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA4881  HORZ ORDER  -  SECOND
 FA4881  VERT ORDER  -  THIRD (See Below)
 FA4881
 FA4881.The horizontal coordinates were established by classical geodetic methods
 FA4881.and adjusted by the National Geodetic Survey in August 2005.
 FA4881
 FA4881.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4881.The vertical order pertains to the NGVD 29 superseded value.
 FA4881
 FA4881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4881
 FA4881.The geoid height was determined by GEOID03.
 FA4881
 FA4881;                    North         East     Units Scale Factor Converg.
 FA4881;SPC NC       -   160,986.359   388,285.475   MT  0.99987344   -1 24 09.4
 FA4881;SPC NC       -   528,169.41  1,273,899.93   sFT  0.99987344   -1 24 09.4
 FA4881;SPC SC       -   370,897.257   570,411.460   MT  1.00014027   -0 14 18.5
 FA4881;SPC SC       - 1,216,854.52  1,871,428.67   iFT  1.00014027   -0 14 18.5
 FA4881;UTM  17      - 3,892,736.994   460,832.391   MT  0.99961891   -0 14 52.1
 FA4881
 FA4881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4881!SPC NC       -   0.99996036  x   0.99987344  =   0.99983381
 FA4881!SPC SC       -   0.99996036  x   1.00014027  =   1.00010063
 FA4881!UTM  17      -   0.99996036  x   0.99961891  =   0.99957929
 FA4881
 FA4881                          SUPERSEDED SURVEY CONTROL
 FA4881
 FA4881  NAD 83(1986)-  35 10 36.57766(N)    081 25 48.54605(W) AD(       ) 2
 FA4881  NGVD 29 (09/01/92)  284.32   (m)          932.8    (f) LEVELING    3  
 FA4881
 FA4881.Superseded values are not recommended for survey control.
 FA4881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4881.See file dsdata.txt to determine how the superseded data were derived.
 FA4881
 FA4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU6083292737(NAD 83)
 FA4881_MARKER: DE = TRAVERSE STATION DISK
 FA4881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4881_SP_SET: CONCRETE POST
 FA4881_STAMPING: BEAM NCGS
 FA4881_MARK LOGO: NCGS  
 FA4881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4881+STABILITY: SURFACE MOTION
 FA4881
 FA4881  HISTORY     - Date     Condition        Report By
 FA4881  HISTORY     - 1985     MONUMENTED       NCGS
 FA4881  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 FA4881  HISTORY     - 20001117 GOOD             USPSQD
 FA4881
 FA4881                          STATION DESCRIPTION
 FA4881
 FA4881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4881'STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) NORTHEAST OF GROVER.
 FA4881'ALONG US 29 FOR 2.1 KM (1.3 MI) NORTHEAST OF THE NC-SC STATE LINE, IN
 FA4881'THE MEDIAN, OR 0.10 KM (0.06 MI) NORTHEAST OF SR 2279.
 FA4881'MARK IS RECESSED 4 INCHES BELOW GROUND AND 2 FEET LOWER THAN THE
 FA4881'HIGHWAY.  LOCATED 5.4 M (17.7 FT) NORTH-NORTHWEST OF THE CENTERLINE
 FA4881'OF US 29 EAST BOUND, 11.7 M (38.4 FT) SOUTH-SOUTHEAST OF THE
 FA4881'CENTERLINE OF US 29 WEST BOUND, 26.3 M (86.3 FT) NORTH-NORTHWEST OF
 FA4881'THE CENTER OF A WELL COVER, 37.1 M (121.7 FT) NORTHEAST OF A
 FA4881'TELEPHONE PEDESTAL, AND 44.4 M (145.7 FT) NORTHEAST OF A POWER POLE
 FA4881'WITH A TRANSFORMER AND A REFERENCE TAG.
 FA4881'REFERENCE OBJECT IS A NCGS BENCH MARK DISK STAMPED---CLE 1 1982---SET
 FA4881'IN A DRILLED HOLE IN A HEADWALL.  LOCATED 7.5 M (24.6 FT)
 FA4881'NORTH-NORTHWEST OF THE CENTERLINE OF US 29 WEST BOUND, 0.2 M (0.7 FT)
 FA4881'EAST OF THE WEST END OF THE HEADWALL, 1.2 M (3.9 FT) WEST OF THE EAST
 FA4881'END OF THE HEADWALL, AND 23.0 M (75.5 FT) SOUTHEAST OF A POWER POLE
 FA4881'WITH A REFERENCE TAG.
 FA4881
 FA4881                          STATION RECOVERY (1994)
 FA4881
 FA4881'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4881'MARK NOT FOUND.
 FA4881
 FA4881                          STATION RECOVERY (2000)
 FA4881
 FA4881'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA4881'PP 36 1/2 HAS REF TAG. MARKER IS N OF PP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2530 ***********************************************************************
 AH2530  DESIGNATION -  BEAM
 AH2530  PID         -  AH2530
 AH2530  STATE/COUNTY-  NC/CLAY
 AH2530  USGS QUAD   -  HAYESVILLE (1987)
 AH2530
 AH2530                         *CURRENT SURVEY CONTROL
 AH2530  ___________________________________________________________________
 AH2530* NAD 83(2001)-  35 02 13.26541(N)    083 49 42.95147(W)     ADJUSTED  
 AH2530* NAVD 88     -       580.6    (meters)    1905.     (feet)  VERTCON   
 AH2530  ___________________________________________________________________
 AH2530  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AH2530  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AH2530  HORZ ORDER  -  SECOND
 AH2530
 AH2530.The horizontal coordinates were established by classical geodetic methods
 AH2530.and adjusted by the National Geodetic Survey in August 2005.
 AH2530
 AH2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2530
 AH2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2530
 AH2530.The geoid height was determined by GEOID03.
 AH2530
 AH2530;                    North         East     Units Scale Factor Converg.
 AH2530;SPC NC       -   153,481.066   169,232.742   MT  0.99987958   -2 47 12.9
 AH2530;SPC NC       -   503,545.80    555,224.42   sFT  0.99987958   -2 47 12.9
 AH2530;UTM  17      - 3,880,806.688   241,966.072   MT  1.00042066   -1 37 29.3
 AH2530
 AH2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2530!SPC NC       -   0.99991334  x   0.99987958  =   0.99979294
 AH2530!UTM  17      -   0.99991334  x   1.00042066  =   1.00033397
 AH2530
 AH2530                          SUPERSEDED SURVEY CONTROL
 AH2530
 AH2530  NAD 83(1986)-  35 02 13.26848(N)    083 49 42.95110(W) AD(       ) 2
 AH2530  NGVD 29 (08/21/98)  580.6    (m)         1905.     (f) VERT ANG    3  
 AH2530
 AH2530.Superseded values are not recommended for survey control.
 AH2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2530.See file dsdata.txt to determine how the superseded data were derived.
 AH2530
 AH2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4196680807(NAD 83)
 AH2530_MARKER: DE = TRAVERSE STATION DISK
 AH2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2530_STAMPING: BEAM 1986
 AH2530_MARK LOGO: NCGS  
 AH2530_PROJECTION: FLUSH
 AH2530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2530+STABILITY: SURFACE MOTION
 AH2530
 AH2530  HISTORY     - Date     Condition        Report By
 AH2530  HISTORY     - 1986     MONUMENTED       NCGS
 AH2530
 AH2530                          STATION DESCRIPTION
 AH2530
 AH2530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AH2530'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHWEST OF HAYESVILLE.
 AH2530'ALONG US 64 BUSINESS 1.6 KM (1.0 MI) NORTHWEST FROM THE MAIN STREET
 AH2530'INTERSECTION AT THE CLAY COUNTY COURTHOUSE, (IN HAYESVILLE) OR 0.3 KM
 AH2530'(0.2 MI) NORTHEAST FROM US 64 IN SOUTH SHOULDER. THE STATION IS A
 AH2530'STANDARD NCGS DISK STAMPED---BEAM-1986---, SET INTO THE TOP OF A ROUND
 AH2530'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.
 AH2530'LOCATED 4.21 M (13.8 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY, 42.92 M
 AH2530'(140.8 FT) WEST-SOUTHWEST FROM A POWER POLE WITH REFERENCE TAG, 6.71 M
 AH2530'(22.0 FT) NORTHEAST FROM A 18 INCH METAL DRAIN PIPE, AND 45.57 M
 AH2530'(149.5 FT) NORTHEAST FROM A POWER POLE WITH REFERENCE TAG. MARK IS ONE
 AH2530'FOOT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4151 ***********************************************************************
 DG4151  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4151  DESIGNATION -  BEAM
 DG4151  PID         -  DG4151
 DG4151  STATE/COUNTY-  NC/GASTON
 DG4151  USGS QUAD   -  CHERRYVILLE (1973)
 DG4151
 DG4151                         *CURRENT SURVEY CONTROL
 DG4151  ___________________________________________________________________
 DG4151* NAD 83(2007)-  35 25 01.55734(N)    081 23 08.71719(W)     ADJUSTED  
 DG4151* NAVD 88     -       272.52   (meters)     894.1    (feet)  GPS OBS   
 DG4151  ___________________________________________________________________
 DG4151  EPOCH DATE  -        2002.00
 DG4151  X           -     779,452.689 (meters)                     COMP
 DG4151  Y           -  -5,145,238.352 (meters)                     COMP
 DG4151  Z           -   3,675,815.595 (meters)                     COMP
 DG4151  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DG4151  ELLIP HEIGHT-         240.736 (meters)          (02/10/07) ADJUSTED
 DG4151  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 DG4151
 DG4151  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4151  Type    PID    Designation                      North   East  Ellip
 DG4151  -------------------------------------------------------------------
 DG4151  NETWORK DG4151 BEAM                              1.02   0.92   1.27
 DG4151  -------------------------------------------------------------------
 DG4151
 DG4151.The horizontal coordinates were established by GPS observations
 DG4151.and adjusted by the National Geodetic Survey in February 2007.
 DG4151
 DG4151.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4151.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4151.The horizontal coordinates are valid at the epoch date displayed above.
 DG4151.The epoch date for horizontal control is a decimal equivalence
 DG4151.of Year/Month/Day.
 DG4151
 DG4151.The orthometric height was determined by GPS observations and a
 DG4151.high-resolution geoid model.
 DG4151.The orthometric height was determined by GPS observations and a
 DG4151.high-resolution geoid model using precise GPS observation and
 DG4151.processing techniques.
 DG4151
 DG4151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4151
 DG4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4151
 DG4151.The ellipsoidal height was determined by GPS observations
 DG4151.and is referenced to NAD 83.
 DG4151
 DG4151.The geoid height was determined by GEOID03.
 DG4151
 DG4151;                    North         East     Units Scale Factor Converg.
 DG4151;SPC NC       -   187,534.970   392,968.528   MT  0.99987674   -1 22 37.2
 DG4151;SPC NC       -   615,270.98  1,289,264.25   sFT  0.99987674   -1 22 37.2
 DG4151;UTM  17      - 3,919,367.705   464,978.707   MT  0.99961511   -0 13 24.8
 DG4151
 DG4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4151!SPC NC       -   0.99996222  x   0.99987674  =   0.99983896
 DG4151!UTM  17      -   0.99996222  x   0.99961511  =   0.99957734
 DG4151
 DG4151                          SUPERSEDED SURVEY CONTROL
 DG4151
 DG4151  NAD 83(1986)-  35 25 01.57123(N)    081 23 08.71809(W) AD(       ) 1
 DG4151  NAD 83(2001)-  35 25 01.55722(N)    081 23 08.71734(W) AD(       ) 1
 DG4151  ELLIP H (01/29/04)  240.745  (m)                       GP(       ) 4 1
 DG4151
 DG4151.Superseded values are not recommended for survey control.
 DG4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4151.See file dsdata.txt to determine how the superseded data were derived.
 DG4151
 DG4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6497919368(NAD 83)
 DG4151_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4151_STAMPING: BEAM 1999
 DG4151_MARK LOGO: NCGS  
 DG4151_PROJECTION: FLUSH
 DG4151_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4151+STABILITY: SURFACE MOTION
 DG4151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4151+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002
 DG4151
 DG4151  HISTORY     - Date     Condition        Report By
 DG4151  HISTORY     - 1999     MONUMENTED       NCGS
 DG4151  HISTORY     - 19990601 GOOD             NCGS
 DG4151  HISTORY     - 20021115 GOOD             GCT
 DG4151
 DG4151                          STATION DESCRIPTION
 DG4151
 DG4151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4151'RECOVERED AS DESCRIBED.
 DG4151
 DG4151                          STATION RECOVERY (2002)
 DG4151
 DG4151'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2002 (WRZ)
 DG4151'THE STATION IS LOCATED IN GASTON COUNTY, NORTH CAROLINA, NEAR THE
 DG4151'GASTON - LINCOLN
 DG4151'COUNTY LINE, AND IS 4.3 KM (2.7 MILES) NORTH OF CHERRYVILLE, 13.0 KM
 DG4151'(8.1 MILES) SOUTHWEST OF
 DG4151'LINCOLNTON, AND 10.6 KM (6.6 MILES) EAST OF FALLSTON. OWNERSHIP- IN
 DG4151'THE NORTH RIGHT-OF-WAY
 DG4151'OF SR-1637 (TOT DELLINGER ROAD).
 DG4151' 
 DG4151'TO REACH THE STATION FROM THE INTERSECTION OF SR-274 AND SR-150 IN
 DG4151'CHERRYVILLE, TRAVEL
 DG4151'NORTH ALONG SR-274 FOR 3.7 KM (2.3 MILES) TO THE CROSSROAD
 DG4151'INTERSECTION WITH FLINT HILL
 DG4151'ROAD LEFT AND TOT DELLINGER ROAD RIGHT. TURN RIGHT ONTO TOT DELLINGER
 DG4151'ROAD AND TRAVEL
 DG4151'NORTHEASTERLY FOR 1.8 KM (1.1 MILES) TO THE MARK ON THE LEFT, IN THE
 DG4151'NORTHWEST QUADRANT
 DG4151'OF THE TEE INTERSECTION WITH SR-1166 (MCSWAIN ROAD) NORTH.
 DG4151' 
 DG4151'THE STATION IS A NCGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A
 DG4151'CONCRETE MONUMENT.
 DG4151'LOCATED 32.67 METERS (107.2 FT) EAST OF A POWER POLE, 8.62 METERS
 DG4151'(28.3 FT) SOUTHEAST OF A
 DG4151'POWER POLE WITH A TRANSFORMER, AND 4.57 METERS (15.0 FT) SOUTHWEST OF
 DG4151'A STOP SIGN POST.
 DG4151' 
 DG4151' 
 DG4151'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1849 ***********************************************************************
 EY1849  DESIGNATION -  BEAMAN
 EY1849  PID         -  EY1849
 EY1849  STATE/COUNTY-  NC/PITT
 EY1849  USGS QUAD   -  AYDEN (1982)
 EY1849
 EY1849                         *CURRENT SURVEY CONTROL
 EY1849  ___________________________________________________________________
 EY1849* NAD 83(2001)-  35 26 29.14958(N)    077 25 56.86493(W)     ADJUSTED  
 EY1849* NAVD 88     -        19.278  (meters)      63.25   (feet)  ADJUSTED  
 EY1849  ___________________________________________________________________
 EY1849  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EY1849  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EY1849  DYNAMIC HT  -          19.261 (meters)      63.19  (feet)  COMP
 EY1849  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 EY1849
 EY1849  HORZ ORDER  -  SECOND
 EY1849  VERT ORDER  -  SECOND    CLASS II
 EY1849
 EY1849.The horizontal coordinates were established by classical geodetic methods
 EY1849.and adjusted by the National Geodetic Survey in August 2005.
 EY1849
 EY1849.The orthometric height was determined by differential leveling
 EY1849.and adjusted in June 1991.
 EY1849
 EY1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1849
 EY1849.The geoid height was determined by GEOID03.
 EY1849
 EY1849.The dynamic height is computed by dividing the NAVD 88
 EY1849.geopotential number by the normal gravity value computed on the
 EY1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1849.degrees latitude (g = 980.6199 gals.).
 EY1849
 EY1849.The modeled gravity was interpolated from observed gravity values.
 EY1849
 EY1849;                    North         East     Units Scale Factor Converg.
 EY1849;SPC NC       -   188,754.398   751,902.840   MT  0.99987805   +0 54 17.0
 EY1849;SPC NC       -   619,271.72  2,466,867.90   sFT  0.99987805   +0 54 17.0
 EY1849;UTM  18      - 3,924,716.476   279,210.507   MT  1.00020078   -1 24 39.9
 EY1849
 EY1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1849!SPC NC       -   1.00000264  x   0.99987805  =   0.99988069
 EY1849!UTM  18      -   1.00000264  x   1.00020078  =   1.00020342
 EY1849
 EY1849                          SUPERSEDED SURVEY CONTROL
 EY1849
 EY1849  NAD 83(1986)-  35 26 29.16026(N)    077 25 56.87416(W) AD(       ) 2
 EY1849  NGVD 29 (10/26/90)   19.63   (m)           64.4    (f) LEVELING    3  
 EY1849
 EY1849.Superseded values are not recommended for survey control.
 EY1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1849.See file dsdata.txt to determine how the superseded data were derived.
 EY1849
 EY1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7921124716(NAD 83)
 EY1849_MARKER: DE = TRAVERSE STATION DISK
 EY1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1849_SP_SET: CONCRETE POST
 EY1849_STAMPING: BEAMAN 1979
 EY1849_MARK LOGO: NCGS  
 EY1849_PROJECTION: RECESSED 3 CENTIMETERS
 EY1849_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1849+STABILITY: SURFACE MOTION
 EY1849
 EY1849  HISTORY     - Date     Condition        Report By
 EY1849  HISTORY     - 1979     MONUMENTED       NCGS
 EY1849  HISTORY     - 1980     GOOD             NCGS
 EY1849  HISTORY     - 19890715 GOOD             USPSQD
 EY1849  HISTORY     - 19910625 GOOD             USPSQD
 EY1849  HISTORY     - 19960626 GOOD             USPSQD
 EY1849
 EY1849                          STATION DESCRIPTION
 EY1849
 EY1849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1849'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTH-SOUTHWEST OF
 EY1849'AYDEN AND 2.6 MILES NORTH-NORTHWEST OF GRIFTON.
 EY1849'
 EY1849'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 102 AT AYDEN,
 EY1849'PROCEED SOUTHERLY ALONG NC 11 FOR 2.4 MILES TO STATION IN THE MEDIAN
 EY1849'AT THE SOUTH SIDE OF SR 1109 CROSSOVER.
 EY1849'
 EY1849'STATION MARK IS A STANDARD DISK STAMPED---BEAMAN 1979---SET IN TOP
 EY1849'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY1849'THE MARK IS 28.3 FEET EAST-SOUTHEAST OF CENTERLINE OF SOUTH BOUND
 EY1849'LANES, 40.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF CROSSOVER, 102.0
 EY1849'FEET NORTHWEST OF NORTH END OF CULVERT UNDER FARM ROAD, 2.7 FEET
 EY1849'SOUTHEAST OF NORTH REFLECTOR POST, 21.0 FEET NORTH OF SOUTHEAST
 EY1849'REFLECTOR POST AND 117.4 FEET NORTHEAST OF POWER POLE (120537) WITH
 EY1849'REFERENCE TAG.
 EY1849
 EY1849                          STATION RECOVERY (1980)
 EY1849
 EY1849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1849'2.2 MI SSW FROM AYDEN.
 EY1849'2.4 MILES SOUTH ALONG N.C. 11 FROM THE INTERSECTION WITH N.C. 102
 EY1849'THIRD STREET EXTENSION - AT AYDEN IN THE MEDIAN AND AT THE SOUTH SIDE
 EY1849'OF THE SR 1109 CROSSOVER, 28.3 FEET EAST-SOUTHEAST OF THE CENTERLINE
 EY1849'OF SOUTH BOUND LANES, 40.3 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 EY1849'OF CROSSOVER, 102.0 FEET NORTHWEST OF NORTH END OF CULVERT UNDER FARM
 EY1849'ROAD, 2.7 FEET SOUTHEAST OF NORTHERNMOST REFLECTOR POST, 21.0 FEET
 EY1849'NORTH OF SOUTHEASTERNMOST REFLECTOR POST AND 117.4 FEET NORTHEAST OF
 EY1849'POWER POLE 120537 WITH REFERENCE TAG.
 EY1849'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1849
 EY1849                          STATION RECOVERY (1989)
 EY1849
 EY1849'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1849'RECOVERED IN GOOD CONDITION.
 EY1849
 EY1849                          STATION RECOVERY (1991)
 EY1849
 EY1849'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY1849'RECOVERED IN GOOD CONDITION.
 EY1849
 EY1849                          STATION RECOVERY (1996)
 EY1849
 EY1849'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3215 ***********************************************************************
 EZ3215  DESIGNATION -  BEAMAN
 EZ3215  PID         -  EZ3215
 EZ3215  STATE/COUNTY-  NC/MONTGOMERY
 EZ3215  USGS QUAD   -  BISCOE (1994)
 EZ3215
 EZ3215                         *CURRENT SURVEY CONTROL
 EZ3215  ___________________________________________________________________
 EZ3215* NAD 83(2001)-  35 21 43.11356(N)    079 51 58.05522(W)     ADJUSTED  
 EZ3215* NAVD 88     -       168.612  (meters)     553.19   (feet)  ADJUSTED  
 EZ3215  ___________________________________________________________________
 EZ3215  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EZ3215  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 EZ3215  DYNAMIC HT  -         168.461 (meters)     552.69  (feet)  COMP
 EZ3215  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 EZ3215
 EZ3215  HORZ ORDER  -  SECOND
 EZ3215  VERT ORDER  -  SECOND    CLASS II
 EZ3215
 EZ3215.The horizontal coordinates were established by classical geodetic methods
 EZ3215.and adjusted by the National Geodetic Survey in August 2005.
 EZ3215
 EZ3215.The orthometric height was determined by differential leveling
 EZ3215.and adjusted in June 1991.
 EZ3215
 EZ3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3215
 EZ3215.The geoid height was determined by GEOID03.
 EZ3215
 EZ3215.The dynamic height is computed by dividing the NAVD 88
 EZ3215.geopotential number by the normal gravity value computed on the
 EZ3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3215.degrees latitude (g = 980.6199 gals.).
 EZ3215
 EZ3215.The modeled gravity was interpolated from observed gravity values.
 EZ3215
 EZ3215;                    North         East     Units Scale Factor Converg.
 EZ3215;SPC NC       -   179,160.000   530,894.777   MT  0.99987443   -0 29 59.6
 EZ3215;SPC NC       -   587,794.10  1,741,777.28   sFT  0.99987443   -0 29 59.6
 EZ3215;UTM  17      - 3,913,775.981   603,012.362   MT  0.99973077   +0 39 22.6
 EZ3215
 EZ3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3215!SPC NC       -   0.99997833  x   0.99987443  =   0.99985276
 EZ3215!UTM  17      -   0.99997833  x   0.99973077  =   0.99970910
 EZ3215
 EZ3215:                Primary Azimuth Mark                     Grid Az
 EZ3215:SPC NC       -  HYDRANT                                  271 38 29.5
 EZ3215:UTM  17      -  HYDRANT                                  270 29 07.3
 EZ3215
 EZ3215|---------------------------------------------------------------------|
 EZ3215| PID    Reference Object                     Distance      Geod. Az  |
 EZ3215|                                                           dddmmss.s |
 EZ3215| EZ3213 HYDRANT                             APPROX. 0.9 KM 2710829.9 |
 EZ3215|---------------------------------------------------------------------|
 EZ3215
 EZ3215                          SUPERSEDED SURVEY CONTROL
 EZ3215
 EZ3215  NAD 83(1986)-  35 21 43.11970(N)    079 51 58.06701(W) AD(       ) 2
 EZ3215  NAD 27      -  35 21 42.61714(N)    079 51 58.90298(W) AD(       ) 2
 EZ3215  NGVD 29 (07/19/86)  168.9    (m)          554.     (f) VERT ANG    3  
 EZ3215
 EZ3215.Superseded values are not recommended for survey control.
 EZ3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3215.See file dsdata.txt to determine how the superseded data were derived.
 EZ3215
 EZ3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0301213776(NAD 83)
 EZ3215_MARKER: DE = TRAVERSE STATION DISK
 EZ3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3215_SP_SET: CONCRETE POST
 EZ3215_STAMPING: BEAMAN 1974
 EZ3215_MARK LOGO: NCGS  
 EZ3215_PROJECTION: FLUSH
 EZ3215_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3215+STABILITY: SURFACE MOTION
 EZ3215
 EZ3215  HISTORY     - Date     Condition        Report By
 EZ3215  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3215  HISTORY     - 1980     GOOD             LOCENG
 EZ3215  HISTORY     - 1981     GOOD             NCGS
 EZ3215  HISTORY     - 1986     GOOD             USPSQD
 EZ3215  HISTORY     - 1987     GOOD             USPSQD
 EZ3215
 EZ3215                          STATION DESCRIPTION
 EZ3215
 EZ3215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3215'BEAMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3215'THE VICINITY OF TROY, NORTH CAROLINA.
 EZ3215'
 EZ3215'BEAMAN IS LOCATED APPROXIMATELY 1.5 MILES EAST OF TROY.  TO REACH
 EZ3215'STATION FROM THE COURTHOUSE IN TROY, PROCEED EAST ALONG NC 24 - NC
 EZ3215'27 FOR 1.6 MILES TO STATION ON THE RIGHT, DIRECTLY IN FRONT OF A
 EZ3215'ONE STORY BRICK HOUSE (BEAMAN RESIDENCE).  AND 0.1 MILE WEST OF
 EZ3215'THE INTERSECTION WITH SR 1332.
 EZ3215'
 EZ3215'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3215'BEAMAN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3215'WHICH IS FLUSH WITH THE GROUND.
 EZ3215'
 EZ3215'MARK IS 21.7 FT SSW OF C/L OF NC 24 - NC 27
 EZ3215'
 EZ3215'44.2 FT ESE OF C/L OF BEAMANS WESTERNMOST DRIVEWAY
 EZ3215'
 EZ3215'50.6 FT WNW OF C/L OF BEAMANS EASTERNMOST DRIVEWAY
 EZ3215'
 EZ3215'72.5 FT NW OF TOP OF FIRE HYDRANT
 EZ3215'
 EZ3215'62.2 FT ENE OF TP WITH ALUMINUM REF. TAG
 EZ3215'
 EZ3215'96.7 FT WSW OF 12 IN OAK ON NORTH SIDE OF NC 24 - NC 27 WITH
 EZ3215'ALUMINUM REF. TAG
 EZ3215
 EZ3215                          STATION RECOVERY (1980)
 EZ3215
 EZ3215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (GWT)
 EZ3215'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ3215
 EZ3215                          STATION RECOVERY (1981)
 EZ3215
 EZ3215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3215'1.5 MI EAST FROM TROY.
 EZ3215'LOCATED ALONG NC 24-NC 27, 1.6 MILES EAST OF THE COURTHOUSE IN TROY,
 EZ3215'IN FRONT OF BRICK HOUSE (BEAMAN RESIDENCE), AND 0.1 MILE WEST OF SR
 EZ3215'1332, 21.7 FEET SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY, 44.2 FEET
 EZ3215'EAST-SOUTHEAST OF WEST DRIVE TO RESIDENCE, 50.6 FEET WEST-NORTHWEST
 EZ3215'OF EAST DRIVE TO RESIDENCE, 72.5 FEET NORTHWEST OF FIRE HYDRANT, AND
 EZ3215'62.2 FEET EAST-NORTHEAST OF TELEPHONE POLE AND 96.7 FEET
 EZ3215'WEST-SOUTHWEST OF 12 INCH OAK BOTH WITH REFERENCE TAG.
 EZ3215'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ3215
 EZ3215                          STATION RECOVERY (1986)
 EZ3215
 EZ3215'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EZ3215'RECOVERED IN GOOD CONDITION.
 EZ3215
 EZ3215                          STATION RECOVERY (1987)
 EZ3215
 EZ3215'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ3215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2452 ***********************************************************************
 EY2452  DESIGNATION -  BEAMAN
 EY2452  PID         -  EY2452
 EY2452  STATE/COUNTY-  NC/GREENE
 EY2452  USGS QUAD   -  HOOKERTON (1982)
 EY2452
 EY2452                         *CURRENT SURVEY CONTROL
 EY2452  ___________________________________________________________________
 EY2452* NAD 83(2001)-  35 24 47.30911(N)    077 35 26.69196(W)     ADJUSTED  
 EY2452* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 EY2452  ___________________________________________________________________
 EY2452  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 EY2452  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EY2452  HORZ ORDER  -  SECOND
 EY2452
 EY2452.The horizontal coordinates were established by classical geodetic methods
 EY2452.and adjusted by the National Geodetic Survey in August 2005.
 EY2452
 EY2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2452
 EY2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2452
 EY2452.The geoid height was determined by GEOID03.
 EY2452
 EY2452;                    North         East     Units Scale Factor Converg.
 EY2452;SPC NC       -   185,401.033   737,579.214   MT  0.99987654   +0 48 48.2
 EY2452;SPC NC       -   608,269.89  2,419,874.47   sFT  0.99987654   +0 48 48.2
 EY2452;UTM  18      - 3,921,943.567   264,757.834   MT  1.00028202   -1 30 07.0
 EY2452
 EY2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2452!SPC NC       -   1.00000198  x   0.99987654  =   0.99987852
 EY2452!UTM  18      -   1.00000198  x   1.00028202  =   1.00028401
 EY2452
 EY2452:                Primary Azimuth Mark                     Grid Az
 EY2452:SPC NC       -  FIFTH                                    359 44 29.8
 EY2452:UTM  18      -  FIFTH                                    002 03 25.0
 EY2452
 EY2452|---------------------------------------------------------------------|
 EY2452| PID    Reference Object                     Distance      Geod. Az  |
 EY2452|                                                           dddmmss.s |
 EY2452| EY2451 FIFTH                               APPROX. 1.0 KM 0003318.0 |
 EY2452|---------------------------------------------------------------------|
 EY2452
 EY2452                          SUPERSEDED SURVEY CONTROL
 EY2452
 EY2452  NAD 83(1986)-  35 24 47.31796(N)    077 35 26.69936(W) AD(       ) 2
 EY2452  NAD 27      -  35 24 46.72959(N)    077 35 27.80467(W) AD(       ) 2
 EY2452  NGVD 29 (07/19/86)   23.5    (m)           77.     (f) VERT ANG    3  
 EY2452
 EY2452.Superseded values are not recommended for survey control.
 EY2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2452.See file dsdata.txt to determine how the superseded data were derived.
 EY2452
 EY2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6475821944(NAD 83)
 EY2452_MARKER: DE = TRAVERSE STATION DISK
 EY2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2452+STABILITY: SURFACE MOTION
 EY2452
 EY2452  HISTORY     - Date     Condition        Report By
 EY2452  HISTORY     - 1976     MONUMENTED       NCGS
 EY2452  HISTORY     - 19861128 GOOD             USPSQD
 EY2452  HISTORY     - 19980329 GOOD             USPSQD
 EY2452
 EY2452                          STATION DESCRIPTION
 EY2452
 EY2452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2452'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH OF HOOKERTON AND
 EY2452'5.5 MILES EAST-SOUTHEAST OF SNOW HILL.
 EY2452'
 EY2452'TO REACH THE STATION FROM THE INTERSECTION OF NC 123 SOUTH (FIFTH
 EY2452'STREET) WITH NC 123 (MAIN STREET) IN HOOKERTON, PROCEED SOUTH ALONG
 EY2452'NC 123 FOR 0.8 MILE TO STATION ON LEFT IN SOUTHEAST QUADRANT OF Y
 EY2452'INTERSECTION WITH SR 1091 (EAST).
 EY2452'
 EY2452'STATION MARK IS A STANDARD DISK STAMPED---BEAMAN 1976---, SET IN THE
 EY2452'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2452'MARK IS 32.6 FEET EAST OF THE CENTERLINE OF NC 123, 45.1 FEET
 EY2452'SOUTHWEST OF THE CENTERLINE OF SR 1091, 22.2 FEET NORTHEAST OF A FIRE
 EY2452'HYDRANT, 18.1 FEET WEST OF A TELEPHONE PEDESTAL NO. 1091R648, 53.6
 EY2452'FEET NORTHWEST OF A POWER POLE WITH GUY WIRE AND REFERENCE TAG AND
 EY2452'57.7 FEET NORTH OF A 10 INCH OAK WITH REFERENCE TAG.
 EY2452
 EY2452                          STATION RECOVERY (1986)
 EY2452
 EY2452'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY2452'RECOVERED IN GOOD CONDITION.
 EY2452
 EY2452                          STATION RECOVERY (1998)
 EY2452
 EY2452'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5081 ***********************************************************************
 AH5081  DESIGNATION -  BEAMANS
 AH5081  PID         -  AH5081
 AH5081  STATE/COUNTY-  NC/SAMPSON
 AH5081  USGS QUAD   -  BEARSKIN (1986)
 AH5081
 AH5081                         *CURRENT SURVEY CONTROL
 AH5081  ___________________________________________________________________
 AH5081* NAD 83(2001)-  35 07 13.27787(N)    078 24 56.12032(W)     ADJUSTED  
 AH5081* NAVD 88     -        54.48   (meters)     178.7    (feet)  LEVELING  
 AH5081  ___________________________________________________________________
 AH5081  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH5081  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AH5081  HORZ ORDER  -  SECOND
 AH5081  VERT ORDER  -  THIRD
 AH5081
 AH5081.The horizontal coordinates were established by classical geodetic methods
 AH5081.and adjusted by the National Geodetic Survey in August 2005.
 AH5081
 AH5081.The orthometric height was determined by differential leveling.
 AH5081.The vertical network tie was performed by a horz. field party for horz.
 AH5081.obs reductions. Reset procedures were used to establish the elevation.
 AH5081
 AH5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5081
 AH5081.The geoid height was determined by GEOID03.
 AH5081
 AH5081;                    North         East     Units Scale Factor Converg.
 AH5081;SPC NC       -   152,170.181   662,865.843   MT  0.99987521   +0 20 14.3
 AH5081;SPC NC       -   499,245.00  2,174,752.35   sFT  0.99987521   +0 20 14.3
 AH5081;UTM  17      - 3,889,447.061   735,513.172   MT  1.00028364   +1 29 14.9
 AH5081
 AH5081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5081!SPC NC       -   0.99999683  x   0.99987521  =   0.99987204
 AH5081!UTM  17      -   0.99999683  x   1.00028364  =   1.00028047
 AH5081
 AH5081                          SUPERSEDED SURVEY CONTROL
 AH5081
 AH5081  NAD 83(1986)-  35 07 13.28440(N)    078 24 56.12852(W) AD(       ) 2
 AH5081
 AH5081.Superseded values are not recommended for survey control.
 AH5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5081.See file dsdata.txt to determine how the superseded data were derived.
 AH5081
 AH5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3551389447(NAD 83)
 AH5081_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5081_STAMPING: BEAMANS
 AH5081_MARK LOGO: NCGS  
 AH5081_PROJECTION: FLUSH
 AH5081_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5081+STABILITY: SURFACE MOTION
 AH5081
 AH5081  HISTORY     - Date     Condition        Report By
 AH5081  HISTORY     - 1986     MONUMENTED       NCGS
 AH5081
 AH5081                          STATION DESCRIPTION
 AH5081
 AH5081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5081'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF SPIVEYS CORNER.
 AH5081'ALONG US 421 FOR 2.85 MI (4.59 KM) SOUTHEAST FROM THE NC 242
 AH5081'INTERSECTION (SOUTHEAST OF SPIVEYS CORNER), AT SR 1338 (BEAMANS
 AH5081'CROSSROADS). MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH
 AH5081'HIGHWAY. LOCATED 23.5 FT (7.2 M) NORTHEAST OF THE CENTERLINE OF THE
 AH5081'HIGHWAY, 82.2 FT (25.1 M) NORTHWEST OF THE CENTER OF THE ROAD AT THE
 AH5081'WEST END OF A TRAFFIC ISLAND OF SR 1338 LEADING EAST, 16.1 FT (4.9 M)
 AH5081'WEST-NORTHWEST OF A HIGHWAY CULVERT, AND 46.9 FT (14.3 M) SOUTH OF
 AH5081'BENCH MARK 20 MEA AT A POWER POLE WITH A REFERENCE TAG. BEAMANS
 AH5081'HOLINESS CAMPGROUND TANK IS VISIBLE AND THE GRID AZIMUTH
 AH5081'IS--299-25-41.04--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2673 ***********************************************************************
 FB2673  DESIGNATION -  BEAMS
 FB2673  PID         -  FB2673
 FB2673  STATE/COUNTY-  NC/AVERY
 FB2673  USGS QUAD   -  SPRUCE PINE (1994)
 FB2673
 FB2673                         *CURRENT SURVEY CONTROL
 FB2673  ___________________________________________________________________
 FB2673* NAD 83(2001)-  35 56 36.82664(N)    082 00 20.24366(W)     ADJUSTED  
 FB2673* NAVD 88     -       816.4    (meters)    2678.     (feet)  VERTCON   
 FB2673  ___________________________________________________________________
 FB2673  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 FB2673  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FB2673  HORZ ORDER  -  SECOND
 FB2673
 FB2673.The horizontal coordinates were established by classical geodetic methods
 FB2673.and adjusted by the National Geodetic Survey in August 2005.
 FB2673
 FB2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2673
 FB2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2673
 FB2673.The geoid height was determined by GEOID03.
 FB2673
 FB2673;                    North         East     Units Scale Factor Converg.
 FB2673;SPC NC       -   247,443.765   338,466.433   MT  0.99994537   -1 44 05.1
 FB2673;SPC NC       -   811,821.75  1,110,451.96   sFT  0.99994537   -1 44 05.1
 FB2673;UTM  17      - 3,978,156.037   409,299.574   MT  0.99970137   -0 35 25.2
 FB2673
 FB2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2673!SPC NC       -   0.99987674  x   0.99994537  =   0.99982211
 FB2673!UTM  17      -   0.99987674  x   0.99970137  =   0.99957814
 FB2673
 FB2673:                Primary Azimuth Mark                     Grid Az
 FB2673:SPC NC       -  MORRISON                                 026 11 12.9
 FB2673:UTM  17      -  MORRISON                                 025 02 33.0
 FB2673
 FB2673|---------------------------------------------------------------------|
 FB2673| PID    Reference Object                     Distance      Geod. Az  |
 FB2673|                                                           dddmmss.s |
 FB2673| FB2670 MORRISON                            APPROX. 0.8 KM 0242707.8 |
 FB2673|---------------------------------------------------------------------|
 FB2673
 FB2673                          SUPERSEDED SURVEY CONTROL
 FB2673
 FB2673  NAD 83(1995)-  35 56 36.82720(N)    082 00 20.24365(W) AD(       ) 2
 FB2673  NAD 83(1986)-  35 56 36.83305(N)    082 00 20.24863(W) AD(       ) 2
 FB2673  NAD 27      -  35 56 36.37375(N)    082 00 20.83047(W) AD(       ) 2
 FB2673  NGVD 29 (07/19/86)  816.5    (m)         2679.     (f) VERT ANG    3  
 FB2673
 FB2673.Superseded values are not recommended for survey control.
 FB2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2673.See file dsdata.txt to determine how the superseded data were derived.
 FB2673
 FB2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0930078156(NAD 83)
 FB2673_MARKER: DE = TRAVERSE STATION DISK
 FB2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2673+STABILITY: SURFACE MOTION
 FB2673
 FB2673  HISTORY     - Date     Condition        Report By
 FB2673  HISTORY     - 1975     MONUMENTED       NCGS
 FB2673
 FB2673                          STATION DESCRIPTION
 FB2673
 FB2673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2673'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FB2673'APPROXIMATELY 4.2 MILES EAST-NORTHEAST OF SPRUCE PINE (MITCHELL
 FB2673'COUNTY) AND 6.9 MILES SOUTHWEST OF CROSSNORE, NORTH CAROLINA.
 FB2673'
 FB2673'TO REACH STATION FROM THE US 19E BRIDGE OVER NORTH TOE RIVER SOUTH OF
 FB2673'INGALLS, PROCEED SOUTH ALONG US 19E FOR 0.15 MILE TO STATION ON LEFT
 FB2673'SHOULDER, AND 1.05 MILES NORTHEAST OF AVERY-MITCHELL COUNTY LINE.
 FB2673'
 FB2673'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BEAMS 1975---, SET IN
 FB2673'THE TOP OF A CONCRETE CYLINDER, 1 INCH BELOW THE GROUND SURFACE.  MARK
 FB2673'IS 20.1 FEET EAST OF THE CENTERLINE OF US 19E, 135.3 FEET
 FB2673'NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF US 19E AND OLD ROAD
 FB2673'(ENTRANCE TO BEAMS MOTOR LODGE), 1.5 FEET WEST OF EDGE OF GUARD RAIL,
 FB2673'101.0 FEET NORTHEAST OF EASTERNMOST LEG OF BILLBOARD (BEAMS MOTOR
 FB2673'LODGE) WITH ALUMINUM TAG AND 134.5 FEET SOUTHEAST OF 8 INCH WHITE OAK
 FB2673'WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3817 ***********************************************************************
 EZ3817  DESIGNATION -  BEAN
 EZ3817  PID         -  EZ3817
 EZ3817  STATE/COUNTY-  NC/RANDOLPH
 EZ3817  USGS QUAD   -  GRAYS CHAPEL (1974)
 EZ3817
 EZ3817                         *CURRENT SURVEY CONTROL
 EZ3817  ___________________________________________________________________
 EZ3817* NAD 83(2001)-  35 48 58.93551(N)    079 41 51.20936(W)     ADJUSTED  
 EZ3817* NAVD 88     -       229.6    (meters)     753.     (feet)  VERTCON   
 EZ3817  ___________________________________________________________________
 EZ3817  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EZ3817  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3817  HORZ ORDER  -  SECOND
 EZ3817
 EZ3817.The horizontal coordinates were established by classical geodetic methods
 EZ3817.and adjusted by the National Geodetic Survey in August 2005.
 EZ3817
 EZ3817.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3817
 EZ3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3817
 EZ3817.The geoid height was determined by GEOID03.
 EZ3817
 EZ3817;                    North         East     Units Scale Factor Converg.
 EZ3817;SPC NC       -   229,448.453   546,566.817   MT  0.99992104   -0 24 09.4
 EZ3817;SPC NC       -   752,782.13  1,793,194.63   sFT  0.99992104   -0 24 09.4
 EZ3817;UTM  17      - 3,964,364.290   617,660.739   MT  0.99977059   +0 45 44.1
 EZ3817
 EZ3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3817!SPC NC       -   0.99996872  x   0.99992104  =   0.99988977
 EZ3817!UTM  17      -   0.99996872  x   0.99977059  =   0.99973932
 EZ3817
 EZ3817|---------------------------------------------------------------------|
 EZ3817| PID    Reference Object                     Distance      Geod. Az  |
 EZ3817|                                                           dddmmss.s |
 EZ3817| EZ3814 WALKER                              284.543 METERS 16203     |
 EZ3817| EZ3818 GREYS CHAPEL                        476.594 METERS 3384559.5 |
 EZ3817|---------------------------------------------------------------------|
 EZ3817
 EZ3817                          SUPERSEDED SURVEY CONTROL
 EZ3817
 EZ3817  NAD 83(1986)-  35 48 58.93990(N)    079 41 51.21899(W) AD(       ) 2
 EZ3817  NAD 27      -  35 48 58.44130(N)    079 41 52.11391(W) AD(       ) 2
 EZ3817  NGVD 29 (07/19/86)  229.8    (m)          754.     (f) VERT ANG    3  
 EZ3817
 EZ3817.Superseded values are not recommended for survey control.
 EZ3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3817.See file dsdata.txt to determine how the superseded data were derived.
 EZ3817
 EZ3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1766164364(NAD 83)
 EZ3817_MARKER: DE = TRAVERSE STATION DISK
 EZ3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3817_STAMPING: BEAN 1975
 EZ3817_MARK LOGO: NCGS  
 EZ3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3817+STABILITY: SURFACE MOTION
 EZ3817
 EZ3817  HISTORY     - Date     Condition        Report By
 EZ3817  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3817
 EZ3817                          STATION DESCRIPTION
 EZ3817
 EZ3817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3817'BEAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3817'THE VICINITY OF FRANKLINVILLE, NORTH CAROLINA.
 EZ3817'
 EZ3817'BEAN IS LOCATED APPROXIMATELY 5.0 MILES NORTH OF FRANKLINVILLE,
 EZ3817'AND 6.7 MILES SOUTH OF CLIMAX.  TO REACH STATION FROM INTERSECTION
 EZ3817'OF NC 22 WITH SR 2261 CROSSROADS IN GRAYS CHAPEL COMMUNITY, PROCEED
 EZ3817'SOUTHERLY ALONG NC 22 FOR 0.15 MILE TO STATION ON LEFT, AT NW
 EZ3817'CORNER OF ALLEN BEAN PROPERTY, APPROXIMATELY 400 FEET SOUTH OF
 EZ3817'GRAYS CHAPEL CHURCH.
 EZ3817'
 EZ3817'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3817'BEAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3817'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3817'
 EZ3817'MARK IS 27.7 FT ENE OF C/L OF NC 22
 EZ3817'
 EZ3817'178.0 FT NNW OF C/L OF DRIVEWAY TO ALLEN BEAN RESIDENCE
 EZ3817'
 EZ3817'258.9 FT SSE OF C/L OF ROAD TO GRAYS CHAPEL CHURCH CEMETERY
 EZ3817'
 EZ3817'105.8 FT WNW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ3817'
 EZ3817'51.2 FT W OF 5 IN SWEET GUM WITH ALUMINUM REF. TAG
 EZ3817'
 EZ3817'85.5 FT NE OF 6 IN PERSIMMON TREE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4633 ***********************************************************************
 EZ4633  DESIGNATION -  BEAN
 EZ4633  PID         -  EZ4633
 EZ4633  STATE/COUNTY-  NC/JOHNSTON
 EZ4633  USGS QUAD   -  FOUR OAKS (1986)
 EZ4633
 EZ4633                         *CURRENT SURVEY CONTROL
 EZ4633  ___________________________________________________________________
 EZ4633* NAD 83(2001)-  35 25 18.87016(N)    078 27 00.75318(W)     ADJUSTED  
 EZ4633* NAVD 88     -        63.0    (meters)     207.     (feet)  VERTCON   
 EZ4633  ___________________________________________________________________
 EZ4633  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EZ4633  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 EZ4633  HORZ ORDER  -  SECOND
 EZ4633
 EZ4633.The horizontal coordinates were established by classical geodetic methods
 EZ4633.and adjusted by the National Geodetic Survey in August 2005.
 EZ4633
 EZ4633.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4633
 EZ4633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4633
 EZ4633.The geoid height was determined by GEOID03.
 EZ4633
 EZ4633;                    North         East     Units Scale Factor Converg.
 EZ4633;SPC NC       -   185,603.429   659,525.238   MT  0.99987698   +0 19 02.4
 EZ4633;SPC NC       -   608,933.92  2,163,792.39   sFT  0.99987698   +0 19 02.4
 EZ4633;UTM  17      - 3,922,819.416   731,497.316   MT  1.00026047   +1 28 42.6
 EZ4633
 EZ4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4633!SPC NC       -   0.99999544  x   0.99987698  =   0.99987242
 EZ4633!UTM  17      -   0.99999544  x   1.00026047  =   1.00025591
 EZ4633
 EZ4633:                Primary Azimuth Mark                     Grid Az
 EZ4633:SPC NC       -  EASY                                     247 52 11.9
 EZ4633:UTM  17      -  EASY                                     246 42 31.7
 EZ4633
 EZ4633|---------------------------------------------------------------------|
 EZ4633| PID    Reference Object                     Distance      Geod. Az  |
 EZ4633|                                                           dddmmss.s |
 EZ4633| EZ4635 EASY                                APPROX. 1.2 KM 2481114.3 |
 EZ4633|---------------------------------------------------------------------|
 EZ4633
 EZ4633                          SUPERSEDED SURVEY CONTROL
 EZ4633
 EZ4633  NAD 83(1986)-  35 25 18.87463(N)    078 27 00.76194(W) AD(       ) 2
 EZ4633  NAD 27      -  35 25 18.29058(N)    078 27 01.73830(W) AD(       ) 2
 EZ4633  NGVD 29 (07/19/86)   63.3    (m)          208.     (f) VERT ANG    3  
 EZ4633
 EZ4633.Superseded values are not recommended for survey control.
 EZ4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4633.See file dsdata.txt to determine how the superseded data were derived.
 EZ4633
 EZ4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3149722819(NAD 83)
 EZ4633_MARKER: DE = TRAVERSE STATION DISK
 EZ4633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4633_STAMPING: BEAN 1967
 EZ4633_MARK LOGO: NCGS  
 EZ4633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4633+STABILITY: SURFACE MOTION
 EZ4633
 EZ4633  HISTORY     - Date     Condition        Report By
 EZ4633  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4633  HISTORY     - 19920808 GOOD             USPSQD
 EZ4633
 EZ4633                          STATION DESCRIPTION
 EZ4633
 EZ4633'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4633'BEAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4633'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4633'
 EZ4633'BEAN IS LOCATED APPROXIMTELY 1.8 MILES SOUTHWEST OF FOUR
 EZ4633'OAKS.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR
 EZ4633'1171 (PARKER RD.), GO NORTHEAST ON I-95 FOR 0.75 MILE TO
 EZ4633'STATION.  WHICH IS ON THE SOUTHEAST BANK OF I-95, ACROSS FENCE
 EZ4633'FROM APPROXIMATE CENTER OF CULTIVATED AREA AND 1.65 MILES
 EZ4633'SOUTHWEST ALONG I-95 FROM SR 1224 (FOUR OAKS RD.).  NOTE--THERE
 EZ4633'IS NO ACCESS ROAD FROM PARKER RD. TO I-95.
 EZ4633'
 EZ4633'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4633'BEAN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4633'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4633'
 EZ4633'MARK IS
 EZ4633'
 EZ4633'51.7 FT SE OF C/L OF I-95 N BOUND LANE
 EZ4633'
 EZ4633'40.7 FT NW OF FENCE POST (E END BRACE POST), WITH
 EZ4633'ALUMINUM REF. TAG
 EZ4633'
 EZ4633'39.9 FT NW OF FENCE POST (CENTER BRACE POST), WITH
 EZ4633'ALUMINUM REF. TAG
 EZ4633'
 EZ4633'40.9 FT NNW OF FENCE POST (W END BRACE POST), WITH
 EZ4633'ALUMINUM REF. TAG
 EZ4633
 EZ4633                          STATION RECOVERY (1992)
 EZ4633
 EZ4633'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6637 ***********************************************************************
 EZ6637  HT_MOD      -  This is a Height Modernization Survey Station.
 EZ6637  DESIGNATION -  BEAN
 EZ6637  PID         -  EZ6637
 EZ6637  STATE/COUNTY-  NC/HARNETT
 EZ6637  USGS QUAD   -  LILLINGTON (1987)
 EZ6637
 EZ6637                         *CURRENT SURVEY CONTROL
 EZ6637  ___________________________________________________________________
 EZ6637* NAD 83(2007)-  35 28 29.28976(N)    078 49 34.54284(W)     ADJUSTED  
 EZ6637* NAVD 88     -        92.86   (meters)     304.7    (feet)  GPS OBS   
 EZ6637  ___________________________________________________________________
 EZ6637  EPOCH DATE  -        2002.00
 EZ6637  X           -   1,007,696.544 (meters)                     COMP
 EZ6637  Y           -  -5,101,510.656 (meters)                     COMP
 EZ6637  Z           -   3,680,926.487 (meters)                     COMP
 EZ6637  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 EZ6637  ELLIP HEIGHT-          60.015 (meters)          (05/29/07) ADJUSTED
 EZ6637  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 EZ6637  HORZ ORDER  -  FIRST
 EZ6637  ELLP ORDER  -  FOURTH    CLASS II
 EZ6637
 EZ6637.The horizontal coordinates were established by GPS observations
 EZ6637.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 EZ6637
 EZ6637.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ6637.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ6637.The horizontal coordinates are valid at the epoch date displayed above.
 EZ6637.The epoch date for horizontal control is a decimal equivalence
 EZ6637.of Year/Month/Day.
 EZ6637
 EZ6637.The orthometric height was determined by GPS observations and a
 EZ6637.high-resolution geoid model.
 EZ6637.The orthometric height was determined by GPS observations and a
 EZ6637.high-resolution geoid model using precise GPS observation and
 EZ6637.processing techniques.
 EZ6637
 EZ6637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ6637
 EZ6637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6637
 EZ6637.The ellipsoidal height was determined by GPS observations
 EZ6637.and is referenced to NAD 83.
 EZ6637
 EZ6637.The geoid height was determined by GEOID03.
 EZ6637
 EZ6637;                    North         East     Units Scale Factor Converg.
 EZ6637;SPC NC       -   191,346.827   625,367.395   MT  0.99988014   +0 06 01.0
 EZ6637;SPC NC       -   627,777.05  2,051,726.20   sFT  0.99988014   +0 06 01.0
 EZ6637;UTM  17      - 3,927,870.720   697,220.169   MT  1.00007935   +1 15 42.9
 EZ6637
 EZ6637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6637!SPC NC       -   0.99999058  x   0.99988014  =   0.99987072
 EZ6637!UTM  17      -   0.99999058  x   1.00007935  =   1.00006993
 EZ6637
 EZ6637                          SUPERSEDED SURVEY CONTROL
 EZ6637
 EZ6637  NAD 83(2001)-  35 28 29.28974(N)    078 49 34.54491(W) AD(       ) 2
 EZ6637  NAD 83(1986)-  35 28 29.29330(N)    078 49 34.55015(W) AD(       ) 2
 EZ6637  NGVD 29 (03/10/93)   93.2    (m)          306.     (f) VERT ANG    3  
 EZ6637
 EZ6637.Superseded values are not recommended for survey control.
 EZ6637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6637.See file dsdata.txt to determine how the superseded data were derived.
 EZ6637
 EZ6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9722027871(NAD 83)
 EZ6637_MARKER: DE = TRAVERSE STATION DISK
 EZ6637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6637_SP_SET: CONCRETE POST
 EZ6637_STAMPING: BEAN 1983
 EZ6637_MARK LOGO: NCGS  
 EZ6637_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6637+STABILITY: SURFACE MOTION
 EZ6637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6637+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 EZ6637
 EZ6637  HISTORY     - Date     Condition        Report By
 EZ6637  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6637  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ6637  HISTORY     - 20060317 GOOD             NCGS
 EZ6637
 EZ6637                          STATION DESCRIPTION
 EZ6637
 EZ6637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6637'STATION IS LOCATED APPROXIMATELY 0.6 KM (0.4 MI) SOUTHWEST OF KIPLING
 EZ6637'AND 8.4 KM (5.2 MI) NORTH OF LILLINGTON.
 EZ6637'ALONG US 401, 7.3 KM (4.55 MI) NORTHWEST OF THE INTERSECTION WITH US
 EZ6637'421, NC 27 AND NC 210 (NORTH OF LILLINGTON), OR 0.7 KM (0.45 MI)
 EZ6637'SOUTHWEST OF INTERSECTION WITH SR 1403 EAST AT P. O. IN KIPLING, IN
 EZ6637'HIGHWAY SHOULDER.
 EZ6637'THE STATION IS A STANDARD NCGS DISK STAMPED---BEAN 1983---, SET INTO
 EZ6637'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 15 CM
 EZ6637'BELOW GROUND.  LOCATED 6.74 METERS (22.1 FT) NORTHWEST FROM THE
 EZ6637'CENTERLINE OF HIGHWAY, 34.29 METERS (112.5 FT) NORTHWEST FROM A POWER
 EZ6637'POLE WITH TRANSFORMER AND REFERENCE TAG, 52.12 METERS (171.0 FT)
 EZ6637'SOUTH-SOUTHWEST FROM THE SOUTH END OF FIELD ROAD CULVERT, AND 39.96
 EZ6637'METERS (131.1 FT) NORTH OF AND ACROSS HIGHWAY FROM THE NORTH DRAINAGE
 EZ6637'DITCH.
 EZ6637'STATION IS LEVEL WITH HIGHWAY.
 EZ6637
 EZ6637                          STATION RECOVERY (1999)
 EZ6637
 EZ6637'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ6637'MARK NOT FOUND.
 EZ6637
 EZ6637                          STATION RECOVERY (2006)
 EZ6637
 EZ6637'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ6637'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.    THE POWER POLE
 EZ6637'IS GONE.  THE CULVERT IS LOCATED SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1823 ***********************************************************************
 AI1823  DESIGNATION -  BEAN
 AI1823  PID         -  AI1823
 AI1823  STATE/COUNTY-  NC/MOORE
 AI1823  USGS QUAD   -  SPIES (1977)
 AI1823
 AI1823                         *CURRENT SURVEY CONTROL
 AI1823  ___________________________________________________________________
 AI1823* NAD 83(2007)-  35 29 52.92642(N)    079 44 45.58678(W)     ADJUSTED  
 AI1823* NAVD 88     -       175.1    (meters)     574.     (feet)  GPS OBS   
 AI1823  ___________________________________________________________________
 AI1823  EPOCH DATE  -        2002.00
 AI1823  X           -     925,424.658 (meters)                     COMP
 AI1823  Y           -  -5,115,623.922 (meters)                     COMP
 AI1823  Z           -   3,683,074.439 (meters)                     COMP
 AI1823  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AI1823  ELLIP HEIGHT-         144.561 (meters)          (02/10/07) ADJUSTED
 AI1823  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AI1823
 AI1823  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1823  Type    PID    Designation                      North   East  Ellip
 AI1823  -------------------------------------------------------------------
 AI1823  NETWORK AI1823 BEAN                              1.02   0.80   1.96
 AI1823  -------------------------------------------------------------------
 AI1823
 AI1823.The horizontal coordinates were established by GPS observations
 AI1823.and adjusted by the National Geodetic Survey in February 2007.
 AI1823
 AI1823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1823.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1823.The horizontal coordinates are valid at the epoch date displayed above.
 AI1823.The epoch date for horizontal control is a decimal equivalence
 AI1823.of Year/Month/Day.
 AI1823
 AI1823.The orthometric height was determined by GPS observations and a
 AI1823.high-resolution geoid model.
 AI1823
 AI1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1823
 AI1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1823
 AI1823.The ellipsoidal height was determined by GPS observations
 AI1823.and is referenced to NAD 83.
 AI1823
 AI1823.The geoid height was determined by GEOID03.
 AI1823
 AI1823;                    North         East     Units Scale Factor Converg.
 AI1823;SPC NC       -   194,164.638   541,924.417   MT  0.99988180   -0 25 50.0
 AI1823;SPC NC       -   637,021.82  1,777,963.69   sFT  0.99988180   -0 25 50.0
 AI1823;UTM  17      - 3,928,998.335   613,735.233   MT  0.99975941   +0 43 41.7
 AI1823
 AI1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1823!SPC NC       -   0.99997731  x   0.99988180  =   0.99985911
 AI1823!UTM  17      -   0.99997731  x   0.99975941  =   0.99973673
 AI1823
 AI1823                          SUPERSEDED SURVEY CONTROL
 AI1823
 AI1823  NAD 83(2001)-  35 29 52.92649(N)    079 44 45.58722(W) AD(       ) 1
 AI1823  ELLIP H (03/13/03)  144.574  (m)                       GP(       ) 4 2
 AI1823  NAD 83(1986)-  35 29 52.93297(N)    079 44 45.59649(W) AD(       ) 1
 AI1823
 AI1823.Superseded values are not recommended for survey control.
 AI1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1823.See file dsdata.txt to determine how the superseded data were derived.
 AI1823
 AI1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1373528998(NAD 83)
 AI1823_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1823_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI1823_STAMPING: BEAN 30TH ENGINEERS 1963
 AI1823_MARK LOGO: USGS  
 AI1823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1823+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1989
 AI1823
 AI1823  HISTORY     - Date     Condition        Report By
 AI1823  HISTORY     - 1963     MONUMENTED       USE
 AI1823  HISTORY     - 19890727 GOOD             NCGS
 AI1823
 AI1823                          STATION DESCRIPTION
 AI1823
 AI1823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1823'STATION IS LOCATED ABOUT 5.54 KM (3.45 MI) SOUTH-SOUTHEAST OF SEAGROVE
 AI1823'AND 16.05 KM (9.95 MI) WEST-NORTHWEST OF ROBBINS. PROCEED ALONG SR
 AI1823'1412 (UPPER ROAD) FOR 2.6 KM (1.60 MI) SOUTHWEST FROM NC 705 (AT THE
 AI1823'RANDOLPH-MOORE COUNTY LINE) TO SR 1414 (CAGLE ROAD), THENCE ABOUT 450
 AI1823'FEET (137.2 M) NORTHWEST ALONG SR 1414 TO STATION, IN NORTHEAST CORNER
 AI1823'OF--BEANS--YARD. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AI1823'LOCATED 14.23 M (46.69 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD,
 AI1823'12.8 M (42.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 21.12
 AI1823'M (69.29 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 10.36 M
 AI1823'(33.99 FT) WEST-NORTHWEST OF A WIRE PASTURE FENCE, 12.19 M (39.99 FT)
 AI1823'WEST OF A GATE POST AT THE FENCE CORNER, AND 41.50 M (136.15 FT)
 AI1823'SOUTHEAST OF A TELEPHONE PEDESTAL ATTACHED TO A CUT-OFF POLE WITH
 AI1823'REFERENCE TAG. REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--BEAN RM
 AI1823'1 1963--, SET IN A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2
 AI1823'FEET (0.6 M) LOWER THAN THE ROAD. LOCATED 53.77 M (176.41 FT)
 AI1823'EAST-SOUTHEAST OF THE STATION, 13.11 M (43.01 FT) SOUTH-SOUTHWEST OF
 AI1823'THE CENTERLINE OF THE ROAD, 3.66 M (12.01 FT) SOUTH-SOUTHWEST OF A
 AI1823'WIRE PASTURE FENCE, 43.59 M (143.01 FT) WEST OF THE NORTHEAST FENCE
 AI1823'CORNER, AND 2.29 M (7.51 FT) NORTH OF A 14-INCH OAK WITH REFERENCE
 AI1823'TAG. REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--BEAN RM 2 1963--,
 AI1823'SET IN TOP OF A CONCRETE POST RECESSED 1 INCH BELOW GROUND AND ABOUT
 AI1823'LEVEL WITH ROAD. LOCATED 29.71 M (97.47 FT) SOUTHWEST OF THE STATION,
 AI1823'43.9 M (144.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8.81
 AI1823'M (28.90 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK CARPORT,
 AI1823'5.58 M (18.31 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER AND 4.85
 AI1823'SOUTHWEST OF THE NORTHWEST CORNER OF A TIN BUILDING, AND 1.37 M (4.49
 AI1823'FT) EAST OF A SERVICE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8733 ***********************************************************************
 DH8733  DESIGNATION -  BEAN
 DH8733  PID         -  DH8733
 DH8733  STATE/COUNTY-  NC/GREENE
 DH8733  USGS QUAD   -  SNOW HILL (1982)
 DH8733
 DH8733                         *CURRENT SURVEY CONTROL
 DH8733  ___________________________________________________________________
 DH8733* NAD 83(2001)-  35 29 13.44995(N)    077 37 59.77602(W)     ADJUSTED  
 DH8733* NAVD 88     -        23.106  (meters)      75.81   (feet)  ADJUSTED  
 DH8733  ___________________________________________________________________
 DH8733  X           -   1,113,510.317 (meters)                     COMP
 DH8733  Y           -  -5,078,595.211 (meters)                     COMP
 DH8733  Z           -   3,681,992.690 (meters)                     COMP
 DH8733  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DH8733  ELLIP HEIGHT-         -12.454 (meters)          (03/08/06) ADJUSTED
 DH8733  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 DH8733  DYNAMIC HT  -          23.086 (meters)      75.74  (feet)  COMP
 DH8733  MODELED GRAV-     979,770.4   (mgal)                       NAVD 88
 DH8733
 DH8733  HORZ ORDER  -  FIRST
 DH8733  VERT ORDER  -  SECOND    CLASS II
 DH8733  ELLP ORDER  -  FIFTH     CLASS I
 DH8733
 DH8733.The horizontal coordinates were established by GPS observations
 DH8733.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8733
 DH8733.The orthometric height was determined by differential leveling
 DH8733.and adjusted in July 2008.
 DH8733
 DH8733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8733
 DH8733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8733
 DH8733.The ellipsoidal height was determined by GPS observations
 DH8733.and is referenced to NAD 83.
 DH8733
 DH8733.The geoid height was determined by GEOID03.
 DH8733
 DH8733.The dynamic height is computed by dividing the NAVD 88
 DH8733.geopotential number by the normal gravity value computed on the
 DH8733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8733.degrees latitude (g = 980.6199 gals.).
 DH8733
 DH8733.The modeled gravity was interpolated from observed gravity values.
 DH8733
 DH8733;                    North         East     Units Scale Factor Converg.
 DH8733;SPC NC       -   193,547.494   733,604.892   MT  0.99988099   +0 47 19.8
 DH8733;SPC NC       -   634,997.07  2,406,835.38   sFT  0.99988099   +0 47 19.8
 DH8733;UTM  18      - 3,930,247.464   261,114.567   MT  1.00030330   -1 31 45.8
 DH8733
 DH8733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8733!SPC NC       -   1.00000195  x   0.99988099  =   0.99988294
 DH8733!UTM  18      -   1.00000195  x   1.00030330  =   1.00030526
 DH8733
 DH8733                          SUPERSEDED SURVEY CONTROL
 DH8733
 DH8733  NAD 83(1986)-  35 29 13.45887(N)    077 37 59.78565(W) AD(       ) 1
 DH8733  NAVD 88 (03/08/06)   23.11   (m)           75.8    (f) LEVELING    3  
 DH8733
 DH8733.Superseded values are not recommended for survey control.
 DH8733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8733.See file dsdata.txt to determine how the superseded data were derived.
 DH8733
 DH8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6111530247(NAD 83)
 DH8733_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8733_STAMPING: BEAN 1992
 DH8733_MARK LOGO: NCGS  
 DH8733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8733+STABILITY: SURFACE MOTION
 DH8733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8733+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8733
 DH8733  HISTORY     - Date     Condition        Report By
 DH8733  HISTORY     - 1992     MONUMENTED       NCGS
 DH8733
 DH8733                          STATION DESCRIPTION
 DH8733
 DH8733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8733'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTHEAST OF SNOW HILL AND
 DH8733'2.6 MI (4.2 KM) WEST OF MAURY. ALONG US 13-258 FOR 0.45 MI (0.72 KM)
 DH8733'NORTHEAST FROM NC 903 TO SR 1332, IN THE SOUTHEAST QUADRANT OF
 DH8733'INTERSECTION. MARK IS ABOUT LEVEL WITH THE CENTERLINE OF US 13-258 AND
 DH8733'RECESSED 5 INCHES BELOW THE GROUND. LOCATED 35.6 FT (10.9 M) SOUTHEAST
 DH8733'OF THE CENTERLINE OF US 13-258, 164 FT (50.0 M) SOUTHWEST OF THE
 DH8733'CENTERLINE OF SR 1332, 30.1 FT (9.2 M) NORTHEAST A TELEPHONE PEDESTAL
 DH8733'(T4N), 26.3 FT (8.0 M) EAST-NORTHEAST OF THE NORTHEAST END OF A
 DH8733'24-INCH REINFORCED CONCRETE PIPE,--AND 32.7 FT (10.0 M) NORTHEAST OF A
 DH8733'TELPHONE PEDESTAL POLE, 30.5 FT (9.3 M) SOUTHWEST OF A POWER POLE
 DH8733'(ET74)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1824 ***********************************************************************
 AI1824  DESIGNATION -  BEAN AZ MK
 AI1824  PID         -  AI1824
 AI1824  STATE/COUNTY-  NC/MOORE
 AI1824  USGS QUAD   -  SPIES (1977)
 AI1824
 AI1824                         *CURRENT SURVEY CONTROL
 AI1824  ___________________________________________________________________
 AI1824* NAD 83(2001)-  35 29 44.71864(N)    079 44 39.68658(W)     ADJUSTED  
 AI1824* NAVD 88     -       171.7    (meters)     563.     (feet)  VERT ANG  
 AI1824  ___________________________________________________________________
 AI1824  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AI1824  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AI1824  HORZ ORDER  -  SECOND
 AI1824
 AI1824.The horizontal coordinates were established by classical geodetic methods
 AI1824.and adjusted by the National Geodetic Survey in August 2005.
 AI1824
 AI1824.The orthometric height was determined by vertical angle observations.
 AI1824
 AI1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1824
 AI1824.The geoid height was determined by GEOID03.
 AI1824
 AI1824;                    North         East     Units Scale Factor Converg.
 AI1824;SPC NC       -   193,910.601   542,071.202   MT  0.99988163   -0 25 46.6
 AI1824;SPC NC       -   636,188.36  1,778,445.27   sFT  0.99988163   -0 25 46.6
 AI1824;UTM  17      - 3,928,747.349   613,887.108   MT  0.99975983   +0 43 45.0
 AI1824
 AI1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1824!SPC NC       -   0.99997785  x   0.99988163  =   0.99985948
 AI1824!UTM  17      -   0.99997785  x   0.99975983  =   0.99973768
 AI1824
 AI1824                          SUPERSEDED SURVEY CONTROL
 AI1824
 AI1824  NAD 83(1986)-  35 29 44.72511(N)    079 44 39.69585(W) AD(       ) 2
 AI1824
 AI1824.Superseded values are not recommended for survey control.
 AI1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1824.See file dsdata.txt to determine how the superseded data were derived.
 AI1824
 AI1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1388728747(NAD 83)
 AI1824_MARKER: DZ = AZIMUTH MARK DISK
 AI1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1824_STAMPING: BEAN 1989
 AI1824_MARK LOGO: NCGS  
 AI1824_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1824+STABILITY: SURFACE MOTION
 AI1824
 AI1824  HISTORY     - Date     Condition        Report By
 AI1824  HISTORY     - 1989     MONUMENTED       NCGS
 AI1824
 AI1824                          STATION DESCRIPTION
 AI1824
 AI1824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1824'STATION IS LOCATED ABOUT 5.83 KM (3.60 MI) SOUTH-SOUTHEAST OF SEAGROVE
 AI1824'AND 15.8 KM (9.80 MI) WEST-NORTHWEST OF ROBBINS. ALONG SR 1412 (UPPER
 AI1824'ROAD) FOR 3.0 KM (1.85 MI) SOUTHWEST FROM NC 705 (AT THE
 AI1824'RANDOLPH-MOORE COUNTY LINE), OR 0.2 KM (0.10 MI) SOUTH OF SR 1414
 AI1824'(CAGLE ROAD), IN SOUTHEAST CORNER OF A YARD. MARK IS LEVEL WITH
 AI1824'HIGHWAY AND FLUSH WITH GROUND.  LOCATED 7.4 M (24.3 FT) WEST OF THE
 AI1824'CENTERLINE OF SR 1412, 31.3 M (102.7 FT) SOUTHEAST OF THE SOUTHEAST
 AI1824'CORNER OF A CONCRETE BLOCK HOUSE, 9.0 M (29.5 FT) SOUTH OF THE
 AI1824'CENTERLINE OF SOUTHERN MOST GRAVEL DRIVE, 72.5 M (237.9 FT) NORTH OF
 AI1824'THE EAST END OF 24-INCH RCP CULVERT UNDER SR 1412--AND 13.20 M (43.31
 AI1824'FT) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE (28)
 AI1824'WITH TRANSFORMER, 69.8 M (229.0 FT) SOUTH OF A POWER POLE (27)--BOTH
 AI1824'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3896 ***********************************************************************
 EZ3896  DESIGNATION -  BEANE
 EZ3896  PID         -  EZ3896
 EZ3896  STATE/COUNTY-  NC/RANDOLPH
 EZ3896  USGS QUAD   -  RAMSEUR (1980)
 EZ3896
 EZ3896                         *CURRENT SURVEY CONTROL
 EZ3896  ___________________________________________________________________
 EZ3896* NAD 83(2001)-  35 38 45.09473(N)    079 42 30.88612(W)     ADJUSTED  
 EZ3896* NAVD 88     -       166.4    (meters)     546.     (feet)  VERTCON   
 EZ3896  ___________________________________________________________________
 EZ3896  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 EZ3896  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ3896  HORZ ORDER  -  SECOND
 EZ3896
 EZ3896.The horizontal coordinates were established by classical geodetic methods
 EZ3896.and adjusted by the National Geodetic Survey in August 2005.
 EZ3896
 EZ3896.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3896
 EZ3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3896
 EZ3896.The geoid height was determined by GEOID03.
 EZ3896
 EZ3896;                    North         East     Units Scale Factor Converg.
 EZ3896;SPC NC       -   210,538.814   545,435.871   MT  0.99989618   -0 24 32.3
 EZ3896;SPC NC       -   690,742.76  1,789,484.19   sFT  0.99989618   -0 24 32.3
 EZ3896;UTM  17      - 3,945,438.207   616,914.022   MT  0.99976844   +0 45 09.7
 EZ3896
 EZ3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3896!SPC NC       -   0.99997866  x   0.99989618  =   0.99987484
 EZ3896!UTM  17      -   0.99997866  x   0.99976844  =   0.99974711
 EZ3896
 EZ3896:                Primary Azimuth Mark                     Grid Az
 EZ3896:SPC NC       -  ARLEN                                    093 39 43.9
 EZ3896:UTM  17      -  ARLEN                                    092 30 01.9
 EZ3896
 EZ3896|---------------------------------------------------------------------|
 EZ3896| PID    Reference Object                     Distance      Geod. Az  |
 EZ3896|                                                           dddmmss.s |
 EZ3896| EZ3895 ARLEN                               APPROX. 0.7 KM 0931511.6 |
 EZ3896| EZ3897 GRANTVILLE                          459.840 METERS 2723752.8 |
 EZ3896|---------------------------------------------------------------------|
 EZ3896
 EZ3896                          SUPERSEDED SURVEY CONTROL
 EZ3896
 EZ3896  NAD 83(1986)-  35 38 45.09987(N)    079 42 30.89427(W) AD(       ) 2
 EZ3896  NAD 27      -  35 38 44.60796(N)    079 42 31.79416(W) AD(       ) 2
 EZ3896  NGVD 29 (07/19/86)  166.6    (m)          547.     (f) VERT ANG    3  
 EZ3896
 EZ3896.Superseded values are not recommended for survey control.
 EZ3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3896.See file dsdata.txt to determine how the superseded data were derived.
 EZ3896
 EZ3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1691445438(NAD 83)
 EZ3896_MARKER: DE = TRAVERSE STATION DISK
 EZ3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3896_STAMPING: BEANE 1975
 EZ3896_MARK LOGO: NCGS  
 EZ3896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3896+STABILITY: SURFACE MOTION
 EZ3896
 EZ3896  HISTORY     - Date     Condition        Report By
 EZ3896  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3896
 EZ3896                          STATION DESCRIPTION
 EZ3896
 EZ3896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3896'BEANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3896'THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3896'
 EZ3896'BEANE IS LOCATED APPROXIMATELY 5.3 MILES WEST OF COLERIDGE AND
 EZ3896'7.3 MILES ESE OF ASHEBORO.  TO REACH STATION FROM THE INTERSECTION
 EZ3896'OF NC 42 WITH SR 2911 AND SR 2611 CROSSROADS IN GRANTVILLE
 EZ3896'COMMUNITY, PROCEED EAST ALONG NC 42 FOR 0.25 MILE TO STATION ON
 EZ3896'THE LEFT IN NORTH SHOULDER OF ROAD, IN SOUTHWEST EDGE OF THE
 EZ3896'YARD OF R. E. BEANES RESIDENCE, AND APPROXIMATELY 125 FEET SSW
 EZ3896'OF RESIDENCE.
 EZ3896'
 EZ3896'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3896'BEANE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3896'WHICH IS 1 INCH BELOW THE GROUND.
 EZ3896'
 EZ3896'MARK IS 17.8 FT N OF C/L OF NC 42
 EZ3896'
 EZ3896'16.8 FT E OF C/L OF NORTHWESTERNMOST DRIVEWAY TO RESIDENCE
 EZ3896'
 EZ3896'31.6 FT ESE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG
 EZ3896'
 EZ3896'43.4 FT SE OF PP 9 93-1/2 B4 WITH TELEPHONE PEDESTAL AND WITH
 EZ3896'ALUMINUM REF. TAG
 EZ3896'
 EZ3896'23.0 FT S OF 12 INCH OAK WITH ALUMINUM REF. TAG
 EZ3896'
 EZ3896'22.6 FT SSW OF 18 INCH WHITE OAK WITH ALUMINUM REF. TAG
 EZ3896'
 EZ3896'53.9 FT NNW OF TRIPLE TRUNK OAK WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1777 ***********************************************************************
 AI1777  DESIGNATION -  BEANIE
 AI1777  PID         -  AI1777
 AI1777  STATE/COUNTY-  NC/RANDOLPH
 AI1777  USGS QUAD   -  BENNETT (1968)
 AI1777
 AI1777                         *CURRENT SURVEY CONTROL
 AI1777  ___________________________________________________________________
 AI1777* NAD 83(2007)-  35 35 24.01405(N)    079 34 29.07473(W)     ADJUSTED  
 AI1777* NAVD 88     -       160.1    (meters)     525.     (feet)  GPS OBS   
 AI1777  ___________________________________________________________________
 AI1777  EPOCH DATE  -        2002.00
 AI1777  X           -     939,635.129 (meters)                     COMP
 AI1777  Y           -  -5,106,988.863 (meters)                     COMP
 AI1777  Z           -   3,691,368.491 (meters)                     COMP
 AI1777  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AI1777  ELLIP HEIGHT-         129.428 (meters)          (02/10/07) ADJUSTED
 AI1777  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AI1777
 AI1777  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1777  Type    PID    Designation                      North   East  Ellip
 AI1777  -------------------------------------------------------------------
 AI1777  NETWORK AI1777 BEANIE                            1.59   1.25   2.98
 AI1777  -------------------------------------------------------------------
 AI1777
 AI1777.The horizontal coordinates were established by GPS observations
 AI1777.and adjusted by the National Geodetic Survey in February 2007.
 AI1777
 AI1777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1777.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1777.The horizontal coordinates are valid at the epoch date displayed above.
 AI1777.The epoch date for horizontal control is a decimal equivalence
 AI1777.of Year/Month/Day.
 AI1777
 AI1777.The orthometric height was determined by GPS observations and a
 AI1777.high-resolution geoid model.
 AI1777
 AI1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1777
 AI1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1777
 AI1777.The ellipsoidal height was determined by GPS observations
 AI1777.and is referenced to NAD 83.
 AI1777
 AI1777.The geoid height was determined by GEOID03.
 AI1777
 AI1777;                    North         East     Units Scale Factor Converg.
 AI1777;SPC NC       -   204,263.940   557,519.395   MT  0.99988996   -0 19 54.2
 AI1777;SPC NC       -   670,155.94  1,829,128.22   sFT  0.99988996   -0 19 54.2
 AI1777;UTM  17      - 3,939,410.205   629,120.960   MT  0.99980545   +0 49 46.5
 AI1777
 AI1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1777!SPC NC       -   0.99997969  x   0.99988996  =   0.99986965
 AI1777!UTM  17      -   0.99997969  x   0.99980545  =   0.99978514
 AI1777
 AI1777                          SUPERSEDED SURVEY CONTROL
 AI1777
 AI1777  NAD 83(2001)-  35 35 24.01411(N)    079 34 29.07508(W) AD(       ) 1
 AI1777  ELLIP H (03/13/03)  129.446  (m)                       GP(       ) 4 2
 AI1777  NAD 83(1986)-  35 35 24.02071(N)    079 34 29.08281(W) AD(       ) 1
 AI1777
 AI1777.Superseded values are not recommended for survey control.
 AI1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1777.See file dsdata.txt to determine how the superseded data were derived.
 AI1777
 AI1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2912139410(NAD 83)
 AI1777_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1777_STAMPING: BEANIE 1989
 AI1777_MARK LOGO: NCGS  
 AI1777_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1777+STABILITY: SURFACE MOTION
 AI1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1777+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1777
 AI1777  HISTORY     - Date     Condition        Report By
 AI1777  HISTORY     - 1989     MONUMENTED       NCGS
 AI1777
 AI1777                          STATION DESCRIPTION
 AI1777
 AI1777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1777'STATION IS LOCATED APPROXIMATELY 3.83 KM (2.35 MI) NORTHWEST OF
 AI1777'BENNETT AND 6.69 KM (4.15 MI) SOUTH-SOUTHEAST OF COLERIDGE, AT THE NC
 AI1777'22-42 INTERSECTION WITH SR 2876 (PLEASANT GROVE CHURCH ROAD) AND SR
 AI1777'2645 (LEWIS BROWN ROAD), IN THE NORTH QUADRANT OF THE CROSSROADS. MARK
 AI1777'IS 3 FEET (0.9 M) HIGHER THAN HIGHWAY AND RECESSED 1 INCH BELOW
 AI1777'GROUND. LOCATED 21.40 M (70.21 FT) NORTHEAST OF THE CENTERLINE OF
 AI1777'HIGHWAY, 14.10 M (46.26 FT) NORTH OF THE CENTERLINE OF SR 2645, 10.73
 AI1777'M (35.20 FT) NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 33.70 M
 AI1777'(110.56 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 AI1777'AND 26.36 M (86.48 FT) WEST OF A TELEPHONE PEDESTAL AT A SERVICE POLE
 AI1777'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1778 ***********************************************************************
 AI1778  DESIGNATION -  BEANIE AZ MK
 AI1778  PID         -  AI1778
 AI1778  STATE/COUNTY-  NC/RANDOLPH
 AI1778  USGS QUAD   -  BENNETT (1968)
 AI1778
 AI1778                         *CURRENT SURVEY CONTROL
 AI1778  ___________________________________________________________________
 AI1778* NAD 83(2001)-  35 35 24.30656(N)    079 34 16.10025(W)     ADJUSTED  
 AI1778* NAVD 88     -       162.2    (meters)     532.     (feet)  VERT ANG  
 AI1778  ___________________________________________________________________
 AI1778  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AI1778  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AI1778  HORZ ORDER  -  SECOND
 AI1778
 AI1778.The horizontal coordinates were established by classical geodetic methods
 AI1778.and adjusted by the National Geodetic Survey in August 2005.
 AI1778
 AI1778.The orthometric height was determined by vertical angle observations.
 AI1778
 AI1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1778
 AI1778.The geoid height was determined by GEOID03.
 AI1778
 AI1778;                    North         East     Units Scale Factor Converg.
 AI1778;SPC NC       -   204,271.069   557,846.031   MT  0.99988997   -0 19 46.7
 AI1778;SPC NC       -   670,179.33  1,830,199.85   sFT  0.99988997   -0 19 46.7
 AI1778;UTM  17      - 3,939,423.951   629,447.357   MT  0.99980649   +0 49 54.1
 AI1778
 AI1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1778!SPC NC       -   0.99997935  x   0.99988997  =   0.99986932
 AI1778!UTM  17      -   0.99997935  x   0.99980649  =   0.99978584
 AI1778
 AI1778                          SUPERSEDED SURVEY CONTROL
 AI1778
 AI1778  NAD 83(1986)-  35 35 24.31316(N)    079 34 16.10798(W) AD(       ) 2
 AI1778
 AI1778.Superseded values are not recommended for survey control.
 AI1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1778.See file dsdata.txt to determine how the superseded data were derived.
 AI1778
 AI1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2944739424(NAD 83)
 AI1778_MARKER: DZ = AZIMUTH MARK DISK
 AI1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1778_STAMPING: BEANIE 1989
 AI1778_MARK LOGO: NCGS  
 AI1778_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1778+STABILITY: SURFACE MOTION
 AI1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1778+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1778
 AI1778  HISTORY     - Date     Condition        Report By
 AI1778  HISTORY     - 1989     MONUMENTED       NCGS
 AI1778
 AI1778                          STATION DESCRIPTION
 AI1778
 AI1778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1778'STATION IS LOCATED APPROXIMATELY 3.61 KM (2.25 MI) NORTHWEST OF
 AI1778'BENNETT AND 6.87 KM (4.25 MI) SOUTHEAST OF COLERIDGE. ALONG SR 2645
 AI1778'(LEWIS BROWN ROAD) FOR 0.3 KM (0.20 MI) EAST FROM NC 22-42 TO SR 2647
 AI1778'(COUNTRY FARM ROAD), IN THE NORTHEAST QUADRANT OF THE T-INTERSECTION.
 AI1778'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 40.37 M
 AI1778'(132.45 FT) NORTH-NORTHEAST OF THE CENTERLINE OF SR 2645, 7.5 M (24.6
 AI1778'FT) EAST OF THE CENTERLINE OF SR 2647, 13.45 M (44.13 FT) WEST-
 AI1778'NORTHWEST OF THE NORTHWEST CORNER OF A SHINGLED HOUSE, 18.62 M (61.09
 AI1778'FT) WEST OF A METAL CLOTHES LINE POLE, AND 1.73 M (5.68 FT) NORTH-
 AI1778'NORTHEAST OF A TELEPHONE PEDESTAL AT A POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2655 ***********************************************************************
 EZ2655  DESIGNATION -  BEANS
 EZ2655  PID         -  EZ2655
 EZ2655  STATE/COUNTY-  NC/WILSON
 EZ2655  USGS QUAD   -  LUCAMA (1978)
 EZ2655
 EZ2655                         *CURRENT SURVEY CONTROL
 EZ2655  ___________________________________________________________________
 EZ2655* NAD 83(2001)-  35 42 24.54192(N)    078 01 40.28674(W)     ADJUSTED  
 EZ2655* NAVD 88     -        39.545  (meters)     129.74   (feet)  ADJUSTED  
 EZ2655  ___________________________________________________________________
 EZ2655  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EZ2655  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 EZ2655  DYNAMIC HT  -          39.511 (meters)     129.63  (feet)  COMP
 EZ2655  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 EZ2655
 EZ2655  HORZ ORDER  -  SECOND
 EZ2655  VERT ORDER  -  SECOND    CLASS II
 EZ2655
 EZ2655.The horizontal coordinates were established by classical geodetic methods
 EZ2655.and adjusted by the National Geodetic Survey in August 2005.
 EZ2655
 EZ2655.The orthometric height was determined by differential leveling
 EZ2655.and adjusted in June 1991.
 EZ2655
 EZ2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2655
 EZ2655.The geoid height was determined by GEOID03.
 EZ2655
 EZ2655.The dynamic height is computed by dividing the NAVD 88
 EZ2655.geopotential number by the normal gravity value computed on the
 EZ2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2655.degrees latitude (g = 980.6199 gals.).
 EZ2655
 EZ2655.The modeled gravity was interpolated from observed gravity values.
 EZ2655
 EZ2655;                    North         East     Units Scale Factor Converg.
 EZ2655;SPC NC       -   217,503.280   697,566.615   MT  0.99990405   +0 33 39.9
 EZ2655;SPC NC       -   713,592.01  2,288,599.80   sFT  0.99990405   +0 33 39.9
 EZ2655;UTM  17      - 3,955,503.643   768,898.881   MT  1.00049111   +1 44 08.5
 EZ2655;UTM  18      - 3,955,657.870   226,058.932   MT  1.00052485   -1 46 05.8
 EZ2655
 EZ2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2655!SPC NC       -   0.99999924  x   0.99990405  =   0.99990329
 EZ2655!UTM  17      -   0.99999924  x   1.00049111  =   1.00049035
 EZ2655!UTM  18      -   0.99999924  x   1.00052485  =   1.00052409
 EZ2655
 EZ2655:                Primary Azimuth Mark                     Grid Az
 EZ2655:SPC NC       -  TOBACCO                                  078 29 21.0
 EZ2655:UTM  17      -  TOBACCO                                  077 18 52.4
 EZ2655:UTM  18      -  TOBACCO                                  080 49 06.7
 EZ2655
 EZ2655|---------------------------------------------------------------------|
 EZ2655| PID    Reference Object                     Distance      Geod. Az  |
 EZ2655|                                                           dddmmss.s |
 EZ2655| EZ2656 TOBACCO                             APPROX. 1.3 KM 0790300.9 |
 EZ2655|---------------------------------------------------------------------|
 EZ2655
 EZ2655                          SUPERSEDED SURVEY CONTROL
 EZ2655
 EZ2655  NAD 83(1986)-  35 42 24.54937(N)    078 01 40.29665(W) AD(       ) 2
 EZ2655  NAD 83(1986)-  35 42 24.55313(N)    078 01 40.29963(W) AD(       ) 2
 EZ2655  NAD 27      -  35 42 23.98251(N)    078 01 41.34130(W) AD(       ) 2
 EZ2655  NGVD 29 (06/05/98)   39.86   (m)          130.8    (f) LEVELING    3  
 EZ2655
 EZ2655.Superseded values are not recommended for survey control.
 EZ2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2655.See file dsdata.txt to determine how the superseded data were derived.
 EZ2655
 EZ2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6889955504(NAD 83)
 EZ2655_MARKER: DE = TRAVERSE STATION DISK
 EZ2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2655_SP_SET: CONCRETE POST
 EZ2655_STAMPING: BEANS 1975
 EZ2655_MARK LOGO: NCGS  
 EZ2655_PROJECTION: RECESSED 5 CENTIMETERS
 EZ2655_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2655+STABILITY: SURFACE MOTION
 EZ2655
 EZ2655  HISTORY     - Date     Condition        Report By
 EZ2655  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2655  HISTORY     - 1979     GOOD             NCGS
 EZ2655  HISTORY     - 19830101 GOOD             NCGS
 EZ2655
 EZ2655                          STATION DESCRIPTION
 EZ2655
 EZ2655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2655'BEANS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2655'VICINITY OF SIMS, NORTH CAROLINA.
 EZ2655'
 EZ2655'BEANS IS LOCATED APPROXIMATELY 4.2 MILES SOUTHEAST OF SIMS AND 6.6
 EZ2655'MILES WSW OF WILSON.  TO REACH STATION FROM THE INTERSECTION OF NC
 EZ2655'42 AND US 264 BYPASS IN WILSON, PROCEED WEST ALONG NC 42 FOR 4.95
 EZ2655'MILES TO STATION ON RIGHT SHOULDER, 0.25 MILE ENE OF INTERSECTION
 EZ2655'WITH SR 1154, NEAR WEST END OF CURVE AND APPROXIMATELY 200 FEET
 EZ2655'NORTHEAST OF A BRICK HOME.
 EZ2655'
 EZ2655'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BEANS
 EZ2655'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ2655'INCHES BELOW THE GROUND.
 EZ2655'
 EZ2655'MARK IS
 EZ2655'14.4 FEET N OF C/L OF NC 42.
 EZ2655'14.0 FEET S OF C/L OF DRIVEWAY (E/W).
 EZ2655'64.6 FEET WSW OF 24 INCH SPRUCE TREE.
 EZ2655'83.7 FEET WNW OF PP WITH ALUMINUM REF. TAG.
 EZ2655'106.7 FEET NE OF E END OF CULVERT UNDER DRIVE LEADING TO BRICK
 EZ2655'HOME.
 EZ2655
 EZ2655                          STATION RECOVERY (1979)
 EZ2655
 EZ2655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2655'4.3 MI NNW FROM LUCAMA.
 EZ2655'1.1 MILES EAST ALONG N.C. 42 FROM THE OVERPASS OF I-95 TO STATION
 EZ2655'ON THE LEFT AND 0.25 MILE EAST OF SR 1154, 14.4 FEET NORTH-NORTHWEST
 EZ2655'OF CENTERLINE OF N.C. 42, 106.7 FEET NORTHAST OF EAST
 EZ2655'END OF CULVERT UNDER CONCRETE DRIVE LEADDNG SOUTH TO BRICK
 EZ2655'RESIDENCE, 68.3 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A
 EZ2655'TIN BARN, 64.2 FEET WEST-SOUTHWEST OF A 24 INCH SPRUCE WITH
 EZ2655'REFERENCE TAG, 82.1 FEET WEST-NORTHWEST OF POWER POLE WITH
 EZ2655'TRANSFORMER AND 65.4 FEET EAST-SOUTHEAST OF A 15 INCH PINE WITH
 EZ2655'REFERENCE TAG.
 EZ2655'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EZ2655
 EZ2655                          STATION RECOVERY (1983)
 EZ2655
 EZ2655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (JWC)
 EZ2655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1116 ***********************************************************************
 EY1116  DESIGNATION -  BEANS
 EY1116  PID         -  EY1116
 EY1116  STATE/COUNTY-  NC/EDGECOMBE
 EY1116  USGS QUAD   -  TARBORO (1981)
 EY1116
 EY1116                         *CURRENT SURVEY CONTROL
 EY1116  ___________________________________________________________________
 EY1116* NAD 83(2001)-  35 55 31.56677(N)    077 36 26.44345(W)     ADJUSTED  
 EY1116* NAVD 88     -        33.544  (meters)     110.05   (feet)  ADJUSTED  
 EY1116  ___________________________________________________________________
 EY1116  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 EY1116  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 EY1116  DYNAMIC HT  -          33.515 (meters)     109.96  (feet)  COMP
 EY1116  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 EY1116
 EY1116  HORZ ORDER  -  SECOND
 EY1116  VERT ORDER  -  SECOND    CLASS I
 EY1116
 EY1116.The horizontal coordinates were established by classical geodetic methods
 EY1116.and adjusted by the National Geodetic Survey in August 2005.
 EY1116
 EY1116.The orthometric height was determined by differential leveling
 EY1116.and adjusted in June 1991.
 EY1116
 EY1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1116
 EY1116.The geoid height was determined by GEOID03.
 EY1116
 EY1116.The dynamic height is computed by dividing the NAVD 88
 EY1116.geopotential number by the normal gravity value computed on the
 EY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1116.degrees latitude (g = 980.6199 gals.).
 EY1116
 EY1116.The modeled gravity was interpolated from observed gravity values.
 EY1116
 EY1116;                    North         East     Units Scale Factor Converg.
 EY1116;SPC NC       -   242,209.096   735,274.730   MT  0.99994160   +0 48 13.7
 EY1116;SPC NC       -   794,647.68  2,412,313.84   sFT  0.99994160   +0 48 13.7
 EY1116;UTM  18      - 3,978,819.935   264,759.634   MT  1.00028193   -1 31 49.9
 EY1116
 EY1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1116!SPC NC       -   1.00000027  x   0.99994160  =   0.99994187
 EY1116!UTM  18      -   1.00000027  x   1.00028193  =   1.00028220
 EY1116
 EY1116:                Primary Azimuth Mark                     Grid Az
 EY1116:SPC NC       -  EASON                                    265 24 10.0
 EY1116:UTM  18      -  EASON                                    267 44 13.6
 EY1116
 EY1116|---------------------------------------------------------------------|
 EY1116| PID    Reference Object                     Distance      Geod. Az  |
 EY1116|                                                           dddmmss.s |
 EY1116| EY2948 EASON                               APPROX. 1.9 KM 2661223.7 |
 EY1116|---------------------------------------------------------------------|
 EY1116
 EY1116                          SUPERSEDED SURVEY CONTROL
 EY1116
 EY1116  NAD 83(1986)-  35 55 31.57443(N)    077 36 26.45275(W) AD(       ) 2
 EY1116  NAD 27      -  35 55 31.01354(N)    077 36 27.54400(W) AD(       ) 2
 EY1116  NGVD 29 (??/??/92)   33.861  (m)          111.09   (f) ADJ UNCH    2 1
 EY1116
 EY1116.Superseded values are not recommended for survey control.
 EY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1116.See file dsdata.txt to determine how the superseded data were derived.
 EY1116
 EY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6476078820(NAD 83)
 EY1116_MARKER: DD = SURVEY DISK
 EY1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1116_STAMPING: BEANS 1975
 EY1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1116+STABILITY: SURFACE MOTION
 EY1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1116+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 EY1116
 EY1116  HISTORY     - Date     Condition        Report By
 EY1116  HISTORY     - 1975     MONUMENTED       NCGS
 EY1116  HISTORY     - 1976     GOOD             NCGS
 EY1116  HISTORY     - 1985     GOOD             USPSQD
 EY1116  HISTORY     - 19990226 GOOD             USPSQD
 EY1116  HISTORY     - 20041120 GOOD             USPSQD
 EY1116
 EY1116                          STATION DESCRIPTION
 EY1116
 EY1116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1116'BEANS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1116'THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY1116'
 EY1116'BEANS IS LOCATED APPROXIMATELY 4.2 MILES WNW OF TARBORO, AND
 EY1116'10.8 MILES EAST OF ROCKY MOUNT.  TO REACH STATION FROM INTERSECTION
 EY1116'OF U.S. 64 BUSINESS WITH U.S. 64 BYPASS IN NW TARBORO, PROCEED
 EY1116'WEST ALONG U.S. 64 FOR 2.1 MILES TO STATION ON LEFT, ON TOP OF A
 EY1116'4 FOOT BANK IN A HEDGEROW ON UPPER TERRACE OF TWO FIELDS, AND 0.2
 EY1116'MILE WEST OF EASTERNMOST INTERSECTION WITH SR 1207 CROSSROADS.
 EY1116'
 EY1116'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEANS
 EY1116'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EY1116'FLUSH WITH THE SURFACE OF THE GROUND.
 EY1116'
 EY1116'MARK IS 51.7 FT S OF C/L OF U.S. 64
 EY1116'
 EY1116'137.7 FT ESE OF C/L OF FIELD ROAD SOUTH AS IT ENTERS HIGHWAY
 EY1116'
 EY1116'19.5 FT S OF PP C 123 WITH ALUMINUM REF. TAG
 EY1116'
 EY1116'201.8 FT E OF PP C 124 WITH ALUMINUM REF. TAG
 EY1116'
 EY1116'200.4 FT W OF PP C 122 WITH ALUMINUM REF. TAG
 EY1116'
 EY1116'90.4 FT SSW OF TP P70N WITH ALUMINUM REF. TAG
 EY1116
 EY1116                          STATION RECOVERY (1976)
 EY1116
 EY1116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1116'4.2 MI WNW FROM TARBORO.
 EY1116'TO REACH STATION FROM INTERSECTION OF US 64 BUSINESS WITH US 64 BYPASS
 EY1116'IN NORTHWEST TARBORO, PROCEED WEST ALONG US 64 FOR 2.1 MILES TO
 EY1116'STATION ON LEFT, ON TOP OF A 4 FOOT BANK, IN A HEDGEROW ON UPPER
 EY1116'TERRACE OF TWO FIELDS.  0.2 MILE WEST OF EASTERNMOST INTERSECTION WITH
 EY1116'SR 1207 CROSSROAD.  51.7 FT. S OF CENTERLINE OF US 64, 137.7 FT. ESE
 EY1116'OF CENTERLINE OF FIELD ROAD SOUTH AS IT ENTERS HIGHWAY, 19.5 FT. S OF
 EY1116'PP NO. C123 WITH ALUMINUM REF. TAG, 201.8 FT. E OF PP NO. C124 WITH
 EY1116'ALUMINUM REF. TAG, 200.4 FT. W OF PP NO. C122 WITH ALUMINUM REF. TAG
 EY1116'AND 90.4 FT. SSW OF TP NO. P70N WITH ALUMINUM REF. TAG.  DISK IS SET
 EY1116'IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1116
 EY1116                          STATION RECOVERY (1985)
 EY1116
 EY1116'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY1116'RECOVERED IN GOOD CONDITION.
 EY1116
 EY1116                          STATION RECOVERY (1999)
 EY1116
 EY1116'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1116'RECOVERED IN GOOD CONDITION.
 EY1116
 EY1116                          STATION RECOVERY (2004)
 EY1116
 EY1116'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 EY1116'GPS COORDINATES WERE N35 55 31.6  W077 36 26.3 USING NAD83 MAP DATUM
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2140 ***********************************************************************
 FA2140  DESIGNATION -  BEANS
 FA2140  PID         -  FA2140
 FA2140  STATE/COUNTY-  NC/STANLY
 FA2140  USGS QUAD   -  FROG POND (1983)
 FA2140
 FA2140                         *CURRENT SURVEY CONTROL
 FA2140  ___________________________________________________________________
 FA2140* NAD 83(2001)-  35 17 16.49513(N)    080 17 32.68857(W)     ADJUSTED  
 FA2140* NAVD 88     -       152.6    (meters)     501.     (feet)  VERTCON   
 FA2140  ___________________________________________________________________
 FA2140  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FA2140  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA2140  HORZ ORDER  -  SECOND
 FA2140
 FA2140.The horizontal coordinates were established by classical geodetic methods
 FA2140.and adjusted by the National Geodetic Survey in August 2005.
 FA2140
 FA2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2140
 FA2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2140
 FA2140.The geoid height was determined by GEOID03.
 FA2140
 FA2140;                    North         East     Units Scale Factor Converg.
 FA2140;SPC NC       -   171,366.112   492,052.187   MT  0.99987279   -0 44 45.4
 FA2140;SPC NC       -   562,223.65  1,614,341.22   sFT  0.99987279   -0 44 45.4
 FA2140;UTM  17      - 3,905,202.061   564,342.005   MT  0.99965102   +0 24 31.6
 FA2140
 FA2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2140!SPC NC       -   0.99998080  x   0.99987279  =   0.99985360
 FA2140!UTM  17      -   0.99998080  x   0.99965102  =   0.99963183
 FA2140
 FA2140:                Primary Azimuth Mark                     Grid Az
 FA2140:SPC NC       -  STOCKTON                                 030 50 32.7
 FA2140:UTM  17      -  STOCKTON                                 029 41 15.7
 FA2140
 FA2140|---------------------------------------------------------------------|
 FA2140| PID    Reference Object                     Distance      Geod. Az  |
 FA2140|                                                           dddmmss.s |
 FA2140| FA2139 STOCKTON                            APPROX. 0.7 KM 0300547.3 |
 FA2140|---------------------------------------------------------------------|
 FA2140
 FA2140                          SUPERSEDED SURVEY CONTROL
 FA2140
 FA2140  NAD 83(1986)-  35 17 16.50801(N)    080 17 32.69771(W) AD(       ) 2
 FA2140  NAD 27      -  35 17 15.98571(N)    080 17 33.47603(W) AD(       ) 2
 FA2140  NGVD 29 (07/19/86)  152.9    (m)          502.     (f) VERT ANG    3  
 FA2140
 FA2140.Superseded values are not recommended for survey control.
 FA2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2140.See file dsdata.txt to determine how the superseded data were derived.
 FA2140
 FA2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6434205202(NAD 83)
 FA2140_MARKER: DE = TRAVERSE STATION DISK
 FA2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2140_STAMPING: BEANS 1974
 FA2140_MARK LOGO: NCGS  
 FA2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2140+STABILITY: SURFACE MOTION
 FA2140
 FA2140  HISTORY     - Date     Condition        Report By
 FA2140  HISTORY     - 1974     MONUMENTED       NCGS
 FA2140  HISTORY     - 1986     GOOD             USPSQD
 FA2140
 FA2140                          STATION DESCRIPTION
 FA2140
 FA2140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2140'BEANS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2140'THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2140'
 FA2140'BEANS IS LOCATED APPROXIMATELY 4.9 MILES NNE OF OAKBORO, AND
 FA2140'6.8 MILES SW OF ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION
 FA2140'OF NC 205 AND SR 1227 WITH NC 24 - NC 27 IN RED CROSS, PROCEED
 FA2140'EAST ALONG NC 24 - NC 27 FOR 4.05 MILES TO STATION ON THE RIGHT
 FA2140'AT THE NE CORNER OF A YARD WITH A ONE STORY BRICK HOUSE.  AND
 FA2140'0.55 MILE EAST OF THE INTERSECTION WITH SR 1253.
 FA2140'
 FA2140'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2140'BEANS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2140'WHICH IS 1 INCH BELOW THE GROUND.
 FA2140'
 FA2140'MARK IS 29.3 FT SE OF C/L OF NC 24 - NC 27
 FA2140'
 FA2140'23.4 FT SW OF C/L OF EASTERNMOST PAVED DRIVEWAY
 FA2140'
 FA2140'129.5 FT NE OF EAST END OF CULVERT UNDER WESTERNMOST DRIVEWAY
 FA2140'
 FA2140'123.6 FT NW OF NE CORNER OF ONE STORY BRICK HOUSE
 FA2140'
 FA2140'2.8 FT WSW OF TP 1202 WITH ALUMINUM REF. TAG
 FA2140'
 FA2140'150.4 FT NE OF TP WITH ALUMINUM REF. TAG
 FA2140
 FA2140                          STATION RECOVERY (1986)
 FA2140
 FA2140'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3636 ***********************************************************************
 EZ3636  DESIGNATION -  BEANS
 EZ3636  PID         -  EZ3636
 EZ3636  STATE/COUNTY-  NC/MOORE
 EZ3636  USGS QUAD   -  ZION GROVE (1981)
 EZ3636
 EZ3636                         *CURRENT SURVEY CONTROL
 EZ3636  ___________________________________________________________________
 EZ3636* NAD 83(2001)-  35 22 30.40902(N)    079 35 34.88569(W)     ADJUSTED  
 EZ3636* NAVD 88     -       169.8    (meters)     557.     (feet)  VERTCON   
 EZ3636  ___________________________________________________________________
 EZ3636  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EZ3636  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EZ3636  HORZ ORDER  -  SECOND
 EZ3636
 EZ3636.The horizontal coordinates were established by classical geodetic methods
 EZ3636.and adjusted by the National Geodetic Survey in August 2005.
 EZ3636
 EZ3636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3636
 EZ3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3636
 EZ3636.The geoid height was determined by GEOID03.
 EZ3636
 EZ3636;                    North         East     Units Scale Factor Converg.
 EZ3636;SPC NC       -   180,434.983   555,720.440   MT  0.99987490   -0 20 32.2
 EZ3636;SPC NC       -   591,977.11  1,823,226.14   sFT  0.99987490   -0 20 32.2
 EZ3636;UTM  17      - 3,915,551.592   627,804.509   MT  0.99980129   +0 48 52.7
 EZ3636
 EZ3636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3636!SPC NC       -   0.99997820  x   0.99987490  =   0.99985310
 EZ3636!UTM  17      -   0.99997820  x   0.99980129  =   0.99977949
 EZ3636
 EZ3636|---------------------------------------------------------------------|
 EZ3636| PID    Reference Object                     Distance      Geod. Az  |
 EZ3636|                                                           dddmmss.s |
 EZ3636| EZ3611 SUN                                 235.495 METERS 00858     |
 EZ3636| EZ3645 BREWER                              APPROX. 0.5 KM 1953044.4 |
 EZ3636|---------------------------------------------------------------------|
 EZ3636
 EZ3636                          SUPERSEDED SURVEY CONTROL
 EZ3636
 EZ3636  NAD 83(1986)-  35 22 30.41409(N)    079 35 34.88971(W) AD(       ) 2
 EZ3636  NAD 27      -  35 22 29.87459(N)    079 35 35.75896(W) AD(       ) 2
 EZ3636  NGVD 29 (07/19/86)  170.0    (m)          558.     (f) VERT ANG    3  
 EZ3636
 EZ3636.Superseded values are not recommended for survey control.
 EZ3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3636.See file dsdata.txt to determine how the superseded data were derived.
 EZ3636
 EZ3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2780515552(NAD 83)
 EZ3636_MARKER: DE = TRAVERSE STATION DISK
 EZ3636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3636_STAMPING: BEANS 1972
 EZ3636_MARK LOGO: NCGS  
 EZ3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3636+STABILITY: SURFACE MOTION
 EZ3636
 EZ3636  HISTORY     - Date     Condition        Report By
 EZ3636  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3636
 EZ3636                          STATION DESCRIPTION
 EZ3636
 EZ3636'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3636'BEANS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3636'VICINITY OF ROBBINS, NORTH CAROLINA.
 EZ3636'
 EZ3636'BEANS IS LOCATED APPROXIMATELY 4.2 MILES SOUTH OF ROBBINS AND 10.1
 EZ3636'MILES NORTHEAST OF CANDOR.  TO REACH STATION FROM THE INTERSECTION
 EZ3636'OF NC 24-27 AND NC 705 AT ROBBINS CROSSROADS, PROCEED SOUTHWEST
 EZ3636'ALONG NC 705 FOR 2.3 MILES TO STATION ON RIGHT, 0.2 MILE NORTHEAST
 EZ3636'OF INTERSECTION WITH SR 1268, ON HIGHWAY R/W, AND
 EZ3636'APPROXIMATELY 200 FEET NORTHWEST OF D. BREWERS RESIDENCE.
 EZ3636'
 EZ3636'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEANS
 EZ3636'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3636'FLUSH WITH THE GROUND.
 EZ3636'
 EZ3636'MARK IS
 EZ3636'25.5 FEET NW OF C/L OF NC 705.
 EZ3636'50.0 FEET NNW OF C/L OF INTERSECTION OF DRIVE (SE) TO WHITE FRAME
 EZ3636'DWELLING WITH NC 705.
 EZ3636'57.6 FEET SSE OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3636'50.1 FEET E OF 18 INCH MAPLE WITH ALUMINUM REF. TAG.
 EZ3636'18.5 FEET ESE OF OVERHEAD TELEPHONE CABLE (GOING NNE-SSW).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4455 ***********************************************************************
 FX4455  DESIGNATION -  BEANS
 FX4455  PID         -  FX4455
 FX4455  STATE/COUNTY-  NC/CURRITUCK
 FX4455  USGS QUAD   -  CURRITUCK (1982)
 FX4455
 FX4455                         *CURRENT SURVEY CONTROL
 FX4455  ___________________________________________________________________
 FX4455* NAD 83(2001)-  36 22 42.71158(N)    076 05 02.81490(W)     ADJUSTED  
 FX4455* NAVD 88     -         5.     (meters)      16.     (feet)  VERTCON   
 FX4455  ___________________________________________________________________
 FX4455  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 FX4455  GEOID HEIGHT-         -37.98  (meters)                     GEOID03
 FX4455  HORZ ORDER  -  SECOND
 FX4455
 FX4455.The horizontal coordinates were established by classical geodetic methods
 FX4455.and adjusted by the National Geodetic Survey in August 2005.
 FX4455
 FX4455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4455
 FX4455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4455
 FX4455.The geoid height was determined by GEOID03.
 FX4455
 FX4455;                    North         East     Units Scale Factor Converg.
 FX4455;SPC NC       -   295,446.463   871,225.642   MT  1.00006602   +1 40 58.7
 FX4455;SPC NC       -   969,310.60  2,858,346.13   sFT  1.00006602   +1 40 58.7
 FX4455;UTM  18      - 4,026,480.091   402,758.609   MT  0.99971650   -0 38 35.0
 FX4455
 FX4455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4455!SPC NC       -   1.00000522  x   1.00006602  =   1.00007124
 FX4455!UTM  18      -   1.00000522  x   0.99971650  =   0.99972172
 FX4455
 FX4455                          SUPERSEDED SURVEY CONTROL
 FX4455
 FX4455  NAD 83(1993)-  36 22 42.71753(N)    076 05 02.82475(W) AD(       ) 2
 FX4455  NAD 83(1986)-  36 22 42.72487(N)    076 05 02.84386(W) AD(       ) 2
 FX4455  NGVD 29 (11/01/90)    5.     (m)           16.     (f) VERT ANG    3  
 FX4455
 FX4455.Superseded values are not recommended for survey control.
 FX4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4455.See file dsdata.txt to determine how the superseded data were derived.
 FX4455
 FX4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0275926480(NAD 83)
 FX4455_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4455_STAMPING: BEANS 1978
 FX4455_MARK LOGO: NCGS  
 FX4455_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4455+STABILITY: SURFACE MOTION
 FX4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4455+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 FX4455
 FX4455  HISTORY     - Date     Condition        Report By
 FX4455  HISTORY     - 1978     MONUMENTED       NCGS
 FX4455  HISTORY     - 19941108 GOOD             NCGS
 FX4455  HISTORY     - 20041215 GOOD             NCGS
 FX4455
 FX4455                          STATION DESCRIPTION
 FX4455
 FX4455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4455'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF SHAWBORO AND
 FX4455'6.0 MILES WEST OF BARCO.
 FX4455'
 FX4455'TO REACH THE STATION FROM THE INTERSECTION OF US 158 WITH NC 168 AT
 FX4455'BARCO, PROCEED WEST ALONG US 158 FOR 6.45 MILES TO STATION IN LEFT
 FX4455'SHOULDER, AND 0.15 MILE NORTHEAST OF SR 1147-SR 1200 CROSSROAD.
 FX4455'
 FX4455'STATION MARK IS A STANDARD DISK STAMPED---BEANS 1978---SET IN TOP OF
 FX4455'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4455'14.0 FEET SOUTH-SOUTHEAST OF CENTERLINE OF US 158, 66.7 FEET WEST OF
 FX4455'TELEPHONE POLE 5 WITH REFERENCE TAG, 104.0 FEET NORTHEAST OF TELEPHONE
 FX4455'POLE 95 WITH REFERENCE TAG AND 98.8 FEET SOUTHWEST OF HIGHWAY SIGN
 FX4455'POST WITH REFERENCE TAG.
 FX4455
 FX4455                          STATION RECOVERY (1994)
 FX4455
 FX4455'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4455'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MARK IS
 FX4455'ABOUT LEVEL WITH THE ROAD.  LOCATED 658 FT (200.6 M) EAST-NORTHEAST OF
 FX4455'US 158 AND SR 1147 INTERSECTION.  NO SUITABLE REFERENCE POINTS WITHIN
 FX4455'300 FEET (91.4 M) OF STATION AND NO GOOD SITE FOR WITNESS POST.  THE
 FX4455'TELEPHONE POLES AND HIGHWAY SIGN POST ARE NOW GONE.
 FX4455
 FX4455                          STATION RECOVERY (2004)
 FX4455
 FX4455'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX4455'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 FX4455'SR 1147 IS INDIAN TOWN RD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9750 ***********************************************************************
 AG9750  DESIGNATION -  BEANS
 AG9750  PID         -  AG9750
 AG9750  STATE/COUNTY-  NC/RICHMOND
 AG9750  USGS QUAD   -  ELLERBE (1982)
 AG9750
 AG9750                         *CURRENT SURVEY CONTROL
 AG9750  ___________________________________________________________________
 AG9750* NAD 83(2007)-  35 02 50.97293(N)    079 51 38.75246(W)     ADJUSTED  
 AG9750* NAVD 88     -       123.8    (meters)     406.     (feet)  GPS OBS   
 AG9750  ___________________________________________________________________
 AG9750  EPOCH DATE  -        2002.00
 AG9750  X           -     920,249.911 (meters)                     COMP
 AG9750  Y           -  -5,145,840.790 (meters)                     COMP
 AG9750  Z           -   3,642,235.041 (meters)                     COMP
 AG9750  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AG9750  ELLIP HEIGHT-          92.962 (meters)          (02/10/07) ADJUSTED
 AG9750  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AG9750
 AG9750  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9750  Type    PID    Designation                      North   East  Ellip
 AG9750  -------------------------------------------------------------------
 AG9750  NETWORK AG9750 BEANS                             0.51   0.43   1.29
 AG9750  -------------------------------------------------------------------
 AG9750
 AG9750.The horizontal coordinates were established by GPS observations
 AG9750.and adjusted by the National Geodetic Survey in February 2007.
 AG9750
 AG9750.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9750.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9750.The horizontal coordinates are valid at the epoch date displayed above.
 AG9750.The epoch date for horizontal control is a decimal equivalence
 AG9750.of Year/Month/Day.
 AG9750
 AG9750.The orthometric height was determined by GPS observations and a
 AG9750.high-resolution geoid model.
 AG9750
 AG9750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9750
 AG9750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9750
 AG9750.The ellipsoidal height was determined by GPS observations
 AG9750.and is referenced to NAD 83.
 AG9750
 AG9750.The geoid height was determined by GEOID03.
 AG9750
 AG9750;                    North         East     Units Scale Factor Converg.
 AG9750;SPC NC       -   144,271.301   531,079.519   MT  0.99987891   -0 29 48.5
 AG9750;SPC NC       -   473,330.09  1,742,383.39   sFT  0.99987891   -0 29 48.5
 AG9750;UTM  17      - 3,878,903.036   603,899.368   MT  0.99973304   +0 39 15.4
 AG9750
 AG9750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9750!SPC NC       -   0.99998541  x   0.99987891  =   0.99986432
 AG9750!UTM  17      -   0.99998541  x   0.99973304  =   0.99971845
 AG9750
 AG9750                          SUPERSEDED SURVEY CONTROL
 AG9750
 AG9750  NAD 83(2001)-  35 02 50.97293(N)    079 51 38.75257(W) AD(       ) 1
 AG9750  ELLIP H (03/13/03)   92.974  (m)                       GP(       ) 4 2
 AG9750  NAD 83(1986)-  35 02 50.98135(N)    079 51 38.75844(W) AD(       ) 1
 AG9750
 AG9750.Superseded values are not recommended for survey control.
 AG9750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9750.See file dsdata.txt to determine how the superseded data were derived.
 AG9750
 AG9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0389978903(NAD 83)
 AG9750_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9750_STAMPING: BEANS 1993
 AG9750_MARK LOGO: NCGS  
 AG9750_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9750+STABILITY: SURFACE MOTION
 AG9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9750+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9750
 AG9750  HISTORY     - Date     Condition        Report By
 AG9750  HISTORY     - 1993     MONUMENTED       NCGS
 AG9750
 AG9750                          STATION DESCRIPTION
 AG9750
 AG9750'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9750'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF ELLERBE AND
 AG9750'9.1 MI (14.6 KM) NORTHWEST OF ROCKINGHAM. PROCEED ALONG US 74 FOR 1.35
 AG9750'MI (2.17 KM) WEST FROM US 220, THENCE NORTH FOR 8.45 MI (13.60 KM)
 AG9750'ALONG SR 1005, THENCE WEST FOR 2.3 MI (3.7 KM) ALONG SR 1143 (GRASSY
 AG9750'ISLAND ROAD) TO STATION ON THE SOUTH SIDE OF THE ROAD, OR 1.05 MI
 AG9750'(1.69 KM) EAST OF THE BRIDGE OVER BIG MOUNTAIN CREEK. MARK IS LEVEL
 AG9750'WITH THE ROAD AND FLUSH WITH THE GROUND.  LOCATED 18.8 FT (5.7 M)
 AG9750'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1148, 38.2 FT (11.6 M)
 AG9750'SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF WOODS ROAD WITH SR
 AG9750'1148, 25.1 FT (7.7 M) NORTHWEST OF THE SOUTH END OF A CULVERT UNDER SR
 AG9750'1148, 42.3 FT (12.9 M) SOUTH-SOUTHWEST OF THE NORTH END OF A CULVERT
 AG9750'UNDER SR 1148--AND 172.7 FT (52.6 M) WEST OF A POWER POLE--WITH A
 AG9750'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8268 ***********************************************************************
 AI8268  DESIGNATION -  BEANS
 AI8268  PID         -  AI8268
 AI8268  STATE/COUNTY-  NC/WARREN
 AI8268  USGS QUAD   -  WARRENTON (1970)
 AI8268
 AI8268                         *CURRENT SURVEY CONTROL
 AI8268  ___________________________________________________________________
 AI8268* NAD 83(2001)-  36 26 05.68680(N)    078 07 52.12891(W)     ADJUSTED  
 AI8268* NAVD 88     -       130.6    (meters)     428.     (feet)  VERTCON   
 AI8268  ___________________________________________________________________
 AI8268  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AI8268  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AI8268  HORZ ORDER  -  SECOND
 AI8268
 AI8268.The horizontal coordinates were established by classical geodetic methods
 AI8268.and adjusted by the National Geodetic Survey in August 2005.
 AI8268
 AI8268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8268
 AI8268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8268
 AI8268.The geoid height was determined by GEOID03.
 AI8268
 AI8268;                    North         East     Units Scale Factor Converg.
 AI8268;SPC NC       -   298,201.764   687,513.521   MT  1.00008592   +0 30 05.3
 AI8268;SPC NC       -   978,350.29  2,255,617.28   sFT  1.00008592   +0 30 05.3
 AI8268;UTM  17      - 4,036,014.041   757,167.680   MT  1.00041491   +1 42 17.2
 AI8268
 AI8268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8268!SPC NC       -   0.99998474  x   1.00008592  =   1.00007066
 AI8268!UTM  17      -   0.99998474  x   1.00041491  =   1.00039964
 AI8268
 AI8268                          SUPERSEDED SURVEY CONTROL
 AI8268
 AI8268  NAD 83(1986)-  36 26 05.68312(N)    078 07 52.13911(W) AD(       ) 2
 AI8268  NGVD 29 (08/31/00)  130.8    (m)          429.     (f) VERT ANG    3  
 AI8268
 AI8268.Superseded values are not recommended for survey control.
 AI8268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8268.See file dsdata.txt to determine how the superseded data were derived.
 AI8268
 AI8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5716836014(NAD 83)
 AI8268_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8268_STAMPING: BEANS 1984
 AI8268_MARK LOGO: NCGS  
 AI8268_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8268+STABILITY: SURFACE MOTION
 AI8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8268+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AI8268
 AI8268  HISTORY     - Date     Condition        Report By
 AI8268  HISTORY     - 1984     MONUMENTED       NCGS
 AI8268
 AI8268                          STATION DESCRIPTION
 AI8268
 AI8268'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8268'STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) WEST OF MACON, AND 4.5 KM
 AI8268'(2.80 MI) NORTHEAST OF WARRENTON. ALONG US 158 BYPASS FOR 4.8 KM (3.0
 AI8268'MI) EAST FROM THE US 158 BUSINESS-US 401 INTERSECTION, 4.8 KM (3.0 MI)
 AI8268'NORTHWEST OF WARRENTON, TO STATION IN THE SHOULDER OF THE HIGHWAY
 AI8268'CURVE, OR 0.4 KM (0.25 MI) EAST-SOUTHEAST OF SR 1316 INTERSECTION.
 AI8268'STATION IS A STANDARD NCGS HORIZONTAL DISK SET IN TOP OF A CONCRETE
 AI8268'MONUMENT. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS RECESSED
 AI8268'4-INCHES BELOW GROUND LEVEL.  LOCATED 5.37 M (17.6 FT) SOUTH-SOUTHWEST
 AI8268'OF CENTERLINE OF US 158 BYPASS, 1.53 M (5.0 FT) NORTH OF A WITNESS
 AI8268'POST, 38.83 M OF US 158 BYPASS, 1.53 M (5.0 FT) NORTH OF A WITNESS
 AI8268'POST, 38.83 M (127.4 FT) EAST OF THE SOUTH END OF A HIGHWAY DRAIN
 AI8268'PIPE, 40.54 M (133.0 FT) SOUTHEAST FROM THE NORTH END OF A HIGHWAY
 AI8268'DRAIN PIPE--AND 34.71 M (113.9 FT) SOUTHWEST OF A 15-INCH PINE WITH A
 AI8268'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0914 ***********************************************************************
 EA0914  DESIGNATION -  BEAR
 EA0914  PID         -  EA0914
 EA0914  STATE/COUNTY-  NC/PENDER
 EA0914  USGS QUAD   -  BURGAW (1988)
 EA0914
 EA0914                         *CURRENT SURVEY CONTROL
 EA0914  ___________________________________________________________________
 EA0914* NAD 83(2001)-  34 36 01.61863(N)    077 55 34.18042(W)     ADJUSTED  
 EA0914* NAVD 88     -        15.180  (meters)      49.80   (feet)  ADJUSTED  
 EA0914  ___________________________________________________________________
 EA0914  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 EA0914  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 EA0914  DYNAMIC HT  -          15.165 (meters)      49.75  (feet)  COMP
 EA0914  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 EA0914
 EA0914  HORZ ORDER  -  SECOND
 EA0914  VERT ORDER  -  SECOND    CLASS II
 EA0914
 EA0914.The horizontal coordinates were established by classical geodetic methods
 EA0914.and adjusted by the National Geodetic Survey in August 2005.
 EA0914
 EA0914.The orthometric height was determined by differential leveling
 EA0914.and adjusted in June 1991.
 EA0914
 EA0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0914
 EA0914.The geoid height was determined by GEOID03.
 EA0914
 EA0914.The dynamic height is computed by dividing the NAVD 88
 EA0914.geopotential number by the normal gravity value computed on the
 EA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0914.degrees latitude (g = 980.6199 gals.).
 EA0914
 EA0914.The modeled gravity was interpolated from observed gravity values.
 EA0914
 EA0914;                    North         East     Units Scale Factor Converg.
 EA0914;SPC NC       -    94,874.669   708,095.958   MT  0.99993673   +0 37 11.2
 EA0914;SPC NC       -   311,267.98  2,323,144.82   sFT  0.99993673   +0 37 11.2
 EA0914;UTM  18      - 3,832,629.097   231,649.768   MT  1.00048769   -1 39 45.4
 EA0914;UTM  17      - 3,833,032.275   781,897.871   MT  1.00057960   +1 44 47.9
 EA0914
 EA0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0914!SPC NC       -   1.00000333  x   0.99993673  =   0.99994006
 EA0914!UTM  18      -   1.00000333  x   1.00048769  =   1.00049102
 EA0914!UTM  17      -   1.00000333  x   1.00057960  =   1.00058293
 EA0914
 EA0914:                Primary Azimuth Mark                     Grid Az
 EA0914:SPC NC       -  DITCH                                    030 35 13.9
 EA0914:UTM  18      -  DITCH                                    032 52 10.5
 EA0914:UTM  17      -  DITCH                                    029 27 37.2
 EA0914
 EA0914|---------------------------------------------------------------------|
 EA0914| PID    Reference Object                     Distance      Geod. Az  |
 EA0914|                                                           dddmmss.s |
 EA0914| EA0915 DITCH                               APPROX. 0.6 KM 0311225.1 |
 EA0914| EA0913 CURVE                               APPROX. 0.6 KM 1922834.4 |
 EA0914|---------------------------------------------------------------------|
 EA0914
 EA0914                          SUPERSEDED SURVEY CONTROL
 EA0914
 EA0914  NAD 83(1986)-  34 36 01.62521(N)    077 55 34.19518(W) AD(       ) 2
 EA0914  NAD 27      -  34 36 01.02941(N)    077 55 35.23295(W) AD(       ) 2
 EA0914  NGVD 29 (??/??/92)   15.469  (m)           50.75   (f) ADJ UNCH    2 2
 EA0914
 EA0914.Superseded values are not recommended for survey control.
 EA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0914.See file dsdata.txt to determine how the superseded data were derived.
 EA0914
 EA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3165032629(NAD 83)
 EA0914_MARKER: DD = SURVEY DISK
 EA0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0914_STAMPING: BEAR 1968
 EA0914
 EA0914  HISTORY     - Date     Condition        Report By
 EA0914  HISTORY     - 1968     MONUMENTED       NCGS
 EA0914  HISTORY     - 1975     GOOD             NCGS
 EA0914
 EA0914                          STATION DESCRIPTION
 EA0914
 EA0914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA0914'BEAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0914'IN THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0914'
 EA0914'BEAR IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF THE CENTER
 EA0914'OF BURGAW.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EA0914'OF U.S. 117 BUSINESS-BYPASS ON NORTH SIDE OF BURGAW, GO NORTH
 EA0914'ON U.S. 117 FOR 2.75 MILES TO STATION.  WHICH IS ON THE WEST
 EA0914'SHOULDER IN CURVE OF U.S. 117, ACROSS HIGHWAY IN LINE WITH
 EA0914'NORTHWEST CORNER OF NORTHWEST BARN WHICH IS THE WESTERNMOST
 EA0914'OF THREE BARNS, 0.25 MILE NORTH OF INTERSECTION OF SR 1347
 EA0914'WITH U.S. 117 AND 0.2 MILE SOUTH OF INTERSECTION OF SR 1505.
 EA0914'
 EA0914'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0914'BEAR 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0914'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0914'
 EA0914'MARK IS
 EA0914'
 EA0914'19.6 FT WNW OF C/L OF U.S. 117
 EA0914'
 EA0914'56.0 FT SSW OF C/L OF SOIL DRIVEWAY TO WHITE TWO STORY
 EA0914'FRAME HOUSE WITH ALUMINUM SIDING
 EA0914'
 EA0914'55.3 FT S OF S END OF CULVERT UNDER DRIVEWAY
 EA0914'
 EA0914'82.8 FT SE OF PP 798 ON W SIDE OF U.S. 117, AND WITH
 EA0914'ALUMINUM REF. TAG
 EA0914'
 EA0914'155.7 FT SSW OF PP 15881 ON W SIDE OF U.S. 117, AND WITH
 EA0914'ALUMINUM REF. TAG
 EA0914'
 EA0914'160.5 FT SW OF PP WITH TELEPHONE PEDESTAL ON E SIDE OF
 EA0914'U.S. 117, AND WITH ALUMINUM REF. TAG
 EA0914
 EA0914                          STATION RECOVERY (1975)
 EA0914
 EA0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0914'3.4 MI N FROM BURGAW.
 EA0914'TO REACH STATION FROM THE INTERSECTION OF US 117 BUSINESS - BYPASS ON
 EA0914'NORTH SIDE OF BURGAW, PROCEED NORTH ON US 117 FOR 2.75 MILES TO
 EA0914'STATION IN THE WEST SHOULDER IN CURVE OF HIGHWAY, IN LINE WITH
 EA0914'NORTHWEST CORNER OF NORTHWEST BARN WHICH IS THE WESTERNMOST OF THREE
 EA0914'BARNS ACROSS HIGHWAY, AND 0.2 MILE SOUTH OF INTERSECTION WITH SR 1505.
 EA0914'19.6 FT. WNW OF C/L OF US 117, 56.0 FT. SSW OF C/L OF SOIL DRIVEWAY
 EA0914'TO WHITE TWO STORY FRAME HOUSE WITH ALUMINUM SIDING, 55.3 FT. S OF S
 EA0914'END OF CULVERT UNDER DRIVEWAY, 82.8 FT. SE OF PP NO. 798 WITH ALUMINUM
 EA0914'REF. TAG, 155.7 FT. SSW OF PP NO. 15881 WITH ALUMINUM REF. TAG, AND
 EA0914'160.5 FT. SW OF PP WITH TELEPHONE PEDESTAL AND ALUMINUM REF. TAG ON E
 EA0914'SIDE OF US 117.  DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE
 EA0914'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1336 ***********************************************************************
 EA1336  DESIGNATION -  BEAR
 EA1336  PID         -  EA1336
 EA1336  STATE/COUNTY-  NC/JONES
 EA1336  USGS QUAD   -  STELLA (1994)
 EA1336
 EA1336                         *CURRENT SURVEY CONTROL
 EA1336  ___________________________________________________________________
 EA1336* NAD 83(1986)-  34 49 30.     (N)    077 09 13.     (W)     SCALED    
 EA1336* NAVD 88     -         8.009  (meters)      26.28   (feet)  ADJUSTED  
 EA1336  ___________________________________________________________________
 EA1336  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EA1336  DYNAMIC HT  -           8.002 (meters)      26.25  (feet)  COMP
 EA1336  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 EA1336
 EA1336  VERT ORDER  -  SECOND    CLASS II
 EA1336
 EA1336.The horizontal coordinates were scaled from a topographic map and have
 EA1336.an estimated accuracy of +/- 6 seconds.
 EA1336
 EA1336.The orthometric height was determined by differential leveling
 EA1336.and adjusted in June 1991.
 EA1336
 EA1336.The geoid height was determined by GEOID03.
 EA1336
 EA1336.The dynamic height is computed by dividing the NAVD 88
 EA1336.geopotential number by the normal gravity value computed on the
 EA1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1336.degrees latitude (g = 980.6199 gals.).
 EA1336
 EA1336.The modeled gravity was interpolated from observed gravity values.
 EA1336
 EA1336;                    North         East    Units  Estimated Accuracy
 EA1336;SPC NC       -   120,820.      778,490.      MT  (+/- 180 meters Scaled)
 EA1336
 EA1336                          SUPERSEDED SURVEY CONTROL
 EA1336
 EA1336.No superseded survey control is available for this station.
 EA1336
 EA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD030557(NAD 83)
 EA1336_MARKER: DE = TRAVERSE STATION DISK
 EA1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1336_SP_SET: CONCRETE POST
 EA1336_STAMPING: BEAR 1975
 EA1336_MARK LOGO: NCGS  
 EA1336_PROJECTION: RECESSED 20 CENTIMETERS
 EA1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1336+STABILITY: SURFACE MOTION
 EA1336
 EA1336  HISTORY     - Date     Condition        Report By
 EA1336  HISTORY     - 1975     MONUMENTED       NCGS
 EA1336  HISTORY     - 1979     GOOD             NCGS
 EA1336  HISTORY     - 1988     GOOD             USPSQD
 EA1336  HISTORY     - 19910824 GOOD             USPSQD
 EA1336
 EA1336                          STATION DESCRIPTION
 EA1336
 EA1336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1336'3.4 MI NORTH FROM STELLA.
 EA1336'2.55 MILES NORTHWEST ALONG NC 58 FROM THE BRIDGE OVER HUNTERS CREEK AT
 EA1336'THE JONES-CARTERET COUNTY LINE, 0.2 MILE SOUTHEAST OF BRIDGE OVER
 EA1336'SMALL STREAM, AND 0.3 MILE NORTHWESTERLY OF HAYWOOD LANDING BOAT RAMP,
 EA1336'21.3 FEET SOUTHWEST OF THE CENTERLINE OF NC 58, 33.9 FEET NORTHEAST OF
 EA1336'POWER POLE WITH REFERENCE TAG AND WITH DOUBLE WILDLIFE SIGN, 86.7 FEET
 EA1336'SOUTH OF 6-INCH GUM WITH REFERENCE TAG, 119.8 FEET SOUTH OF TELEPHONE
 EA1336'PEDESTAL, AND 126.2 FEET WEST OF 4-INCH DOGWOOD WITH REFERENCE TAG.
 EA1336'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1336
 EA1336                          STATION RECOVERY (1988)
 EA1336
 EA1336'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 EA1336'RECOVERED IN GOOD CONDITION.
 EA1336
 EA1336                          STATION RECOVERY (1991)
 EA1336
 EA1336'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EA1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2831 ***********************************************************************
 EZ2831  DESIGNATION -  BEAR
 EZ2831  PID         -  EZ2831
 EZ2831  STATE/COUNTY-  NC/CHATHAM
 EZ2831  USGS QUAD   -  GOLDSTON (1980)
 EZ2831
 EZ2831                         *CURRENT SURVEY CONTROL
 EZ2831  ___________________________________________________________________
 EZ2831* NAD 83(2001)-  35 36 38.16537(N)    079 20 29.18473(W)     ADJUSTED  
 EZ2831* NAVD 88     -       120.561  (meters)     395.54   (feet)  ADJUSTED  
 EZ2831  ___________________________________________________________________
 EZ2831  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EZ2831  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 EZ2831  DYNAMIC HT  -         120.459 (meters)     395.21  (feet)  COMP
 EZ2831  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 EZ2831
 EZ2831  HORZ ORDER  -  SECOND
 EZ2831  VERT ORDER  -  SECOND    CLASS II
 EZ2831
 EZ2831.The horizontal coordinates were established by classical geodetic methods
 EZ2831.and adjusted by the National Geodetic Survey in August 2005.
 EZ2831
 EZ2831.The orthometric height was determined by differential leveling
 EZ2831.and adjusted in June 1991.
 EZ2831
 EZ2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2831
 EZ2831.The geoid height was determined by GEOID03.
 EZ2831
 EZ2831.The dynamic height is computed by dividing the NAVD 88
 EZ2831.geopotential number by the normal gravity value computed on the
 EZ2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2831.degrees latitude (g = 980.6199 gals.).
 EZ2831
 EZ2831.The modeled gravity was interpolated from observed gravity values.
 EZ2831
 EZ2831;                    North         East     Units Scale Factor Converg.
 EZ2831;SPC NC       -   206,451.454   578,668.479   MT  0.99989214   -0 11 49.4
 EZ2831;SPC NC       -   677,332.81  1,898,514.83   sFT  0.99989214   -0 11 49.4
 EZ2831;UTM  17      - 3,942,026.078   650,220.268   MT  0.99987808   +0 57 57.3
 EZ2831
 EZ2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2831!SPC NC       -   0.99998592  x   0.99989214  =   0.99987806
 EZ2831!UTM  17      -   0.99998592  x   0.99987808  =   0.99986400
 EZ2831
 EZ2831                          SUPERSEDED SURVEY CONTROL
 EZ2831
 EZ2831  NAD 83(1986)-  35 36 38.16554(N)    079 20 29.19241(W) AD(       ) 2
 EZ2831  NGVD 29 (05/07/91)  120.792  (m)          396.30   (f) ADJUSTED    2 2
 EZ2831
 EZ2831.Superseded values are not recommended for survey control.
 EZ2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2831.See file dsdata.txt to determine how the superseded data were derived.
 EZ2831
 EZ2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5022042026(NAD 83)
 EZ2831_MARKER: DE = TRAVERSE STATION DISK
 EZ2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2831_SP_SET: CONCRETE POST
 EZ2831_STAMPING: BEAR 1982
 EZ2831_MARK LOGO: NCGS  
 EZ2831_PROJECTION: PROJECTING 3 CENTIMETERS
 EZ2831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2831+STABILITY: SURFACE MOTION
 EZ2831
 EZ2831  HISTORY     - Date     Condition        Report By
 EZ2831  HISTORY     - 1982     MONUMENTED       NCGS
 EZ2831  HISTORY     - 1982     GOOD             NCGS
 EZ2831
 EZ2831                          STATION DESCRIPTION
 EZ2831
 EZ2831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ2831'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF
 EZ2831'GOLDSTON AND 4.9 MILES SOUTHEAST OF BONLEE, ALONG US 421, 1.2
 EZ2831'MILES NORTHWEST OF THE SR 1010 OVERPASS NORTHEAST OF GOLDSTON, OR
 EZ2831'0.2 MILE SOUTHEAST OF CENTER OF BRIDGE OVER BEAR CREEK ON SLOPE
 EZ2831'OF SMALL HILL AND NEAR WOODS LINE.
 EZ2831'
 EZ2831'STATION MARK IS A STANDARD DISK STAMPED---BEAR 1982---SET IN TOP
 EZ2831'OF A 10 INCH CONCRETE CYLINDER, 1 INCH ABOVE GROUND SURFACE.
 EZ2831'MARK IS 103.2 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 41.2 FEET
 EZ2831'NORTHEAST OF FENCE POST WITH REFERENCE TAG, 64.7 FEET NORTH OF
 EZ2831'FENCE POST WITH REFERENCE TAG AND 64.6 FEET EAST OF FENCE POST
 EZ2831'WITH REFERENCE TAG.
 EZ2831
 EZ2831                          STATION RECOVERY (1982)
 EZ2831
 EZ2831'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ2831'1.4 MI NW FROM GOLDSTON.
 EZ2831'ALONG U.S. 421, 1.2 MILES NORTHWEST OF THE SR 1010 OVERPASS NORTHEAST
 EZ2831'OF GOLDSTON, 0.2 MILE SOUTHEAST OF CENTER OF BRIDGE OVER BEAR CREEK,
 EZ2831'ON SLOPE OF SMALL HILL AND NEAR WOODS LINE, 103.2 FEET SOUTHWEST OF
 EZ2831'CENTERLINE OF HIGHWAY, 41.2 FEET NORTHEAST OF FENCE POST, 64.7 FEET
 EZ2831'NORTH OF FENCE POST AND 64.6 FEET EAST OF FENCE POST (ALL POST HAVE
 EZ2831'REFERENCE TAGS).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2120 ***********************************************************************
 FA2120  DESIGNATION -  BEAR
 FA2120  PID         -  FA2120
 FA2120  STATE/COUNTY-  NC/STANLY
 FA2120  USGS QUAD   -  FROG POND (1983)
 FA2120
 FA2120                         *CURRENT SURVEY CONTROL
 FA2120  ___________________________________________________________________
 FA2120* NAD 83(2001)-  35 17 35.72883(N)    080 17 17.97079(W)     ADJUSTED  
 FA2120* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 FA2120  ___________________________________________________________________
 FA2120  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FA2120  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA2120  HORZ ORDER  -  SECOND
 FA2120
 FA2120.The horizontal coordinates were established by classical geodetic methods
 FA2120.and adjusted by the National Geodetic Survey in August 2005.
 FA2120
 FA2120.The orthometric height was scaled from a topographic map.
 FA2120
 FA2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2120
 FA2120.The geoid height was determined by GEOID03.
 FA2120
 FA2120;                    North         East     Units Scale Factor Converg.
 FA2120;SPC NC       -   171,953.904   492,431.699   MT  0.99987285   -0 44 36.9
 FA2120;SPC NC       -   564,152.10  1,615,586.33   sFT  0.99987285   -0 44 36.9
 FA2120;UTM  17      - 3,905,797.249   564,709.513   MT  0.99965160   +0 24 40.3
 FA2120
 FA2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2120!SPC NC       -   0.99997938  x   0.99987285  =   0.99985223
 FA2120!UTM  17      -   0.99997938  x   0.99965160  =   0.99963098
 FA2120
 FA2120:                Primary Azimuth Mark                     Grid Az
 FA2120:SPC NC       -  BEAR AZ MK                               039 32 53.3
 FA2120:UTM  17      -  BEAR AZ MK                               038 23 36.1
 FA2120
 FA2120|---------------------------------------------------------------------|
 FA2120| PID    Reference Object                     Distance      Geod. Az  |
 FA2120|                                                           dddmmss.s |
 FA2120| FA3735 BEAR AZ MK                                         0384816.4 |
 FA2120| FA3736 BEAR RM 1                            21.671 METERS 08750     |
 FA2120| FA3737 BEAR RM 2                            25.776 METERS 18527     |
 FA2120| FA2051 OAKBORO MUNICIPAL TANK              APPROX. 8.2 KM 2070623.5 |
 FA2120| FA2050 OAKBORO COTTON MILL WATER TANK      APPROX. 8.7 KM 2095247.7 |
 FA2120|---------------------------------------------------------------------|
 FA2120
 FA2120                          SUPERSEDED SURVEY CONTROL
 FA2120
 FA2120  NAD 83(1986)-  35 17 35.74126(N)    080 17 17.97994(W) AD(       ) 2
 FA2120  NAD 27      -  35 17 35.22300(N)    080 17 18.76200(W) AD(       ) 2
 FA2120
 FA2120.Superseded values are not recommended for survey control.
 FA2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2120.See file dsdata.txt to determine how the superseded data were derived.
 FA2120
 FA2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6471005797(NAD 83)
 FA2120_MARKER: DS = TRIANGULATION STATION DISK
 FA2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2120
 FA2120  HISTORY     - Date     Condition        Report By
 FA2120  HISTORY     - 1948     MONUMENTED       CGS
 FA2120  HISTORY     - 1956     SEE DESCRIPTION  USGS
 FA2120  HISTORY     - 1978     MARK NOT FOUND   USGS
 FA2120
 FA2120                          STATION DESCRIPTION
 FA2120
 FA2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2120'THE STATION IS LOCATED 6-1/4 MILES SOUTHWEST OF ALBEMARLE.  IT IS
 FA2120'89 FEET SOUTHEAST OF A TELEPHONE POLE, 63 FEET SOUTHWEST OF A
 FA2120'TELEPHONE POLE, 44 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 27
 FA2120'AND 5.5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 FA2120'INCHES AND THE DISK IS STAMPED BEAR 1948.
 FA2120'
 FA2120'REFERENCE MARK NO. 1 IS 71.10 FEET EAST OF THE STATION.  IT IS
 FA2120'97 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 27, 12 FEET SOUTH OF
 FA2120'A 12 INCH PINE TREE AND 2 FEET WEST OF AN 8 INCH PINE TREE.  THE
 FA2120'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAR NO 1 1948.
 FA2120'
 FA2120'REFERENCE MARK NO.2 IS 84.57 FEET SOUTH OF THE STATION.  IT IS
 FA2120'91 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 27 AND 8 FEET
 FA2120'NORTH OF A 12 INCH OAK TREE.  THE MARK PROJECTS 5 INCHES AND THE
 FA2120'DISK IS STAMPED BEAR NO 2 1948.
 FA2120'
 FA2120'THE AZIMUTH MARK IS 0.5 MILES NORTHEAST OF THE STATION.  IT IS
 FA2120'79 FEET NORTHEAST OF A TELEPHONE POLE, 23 FEET NORTH OF THE
 FA2120'CENTER OF STATE HIGHWAY 27 AND 2 FEET SOUTH OF A WHITE WITNESS
 FA2120'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BEAR
 FA2120'1948.
 FA2120'
 FA2120'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 73
 FA2120'IN ALBEMARLE GO SOUTHWEST ON HIGHWAY 27 FOR 6.1 MILES TO THE
 FA2120'STATION ON THE LEFT AS DESCRIBED.
 FA2120'
 FA2120'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA2120
 FA2120                          STATION RECOVERY (1956)
 FA2120
 FA2120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FA2120'STATION WAS DESTROYED.  NEW HOME BUILT AT THIS LOCATION - BULLDOZER
 FA2120'KNOCKED STATION OUT OF PLACE.  BRONZE CAPS RECOVERED.  AZIMUTH
 FA2120'MARK O.K.
 FA2120
 FA2120                          STATION RECOVERY (1978)
 FA2120
 FA2120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JWM)
 FA2120'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2154 ***********************************************************************
 EA2154  DESIGNATION -  BEAR
 EA2154  PID         -  EA2154
 EA2154  STATE/COUNTY-  NC/JONES
 EA2154  USGS QUAD   -  STELLA (1994)
 EA2154
 EA2154                         *CURRENT SURVEY CONTROL
 EA2154  ___________________________________________________________________
 EA2154* NAD 83(2001)-  34 49 29.33733(N)    077 09 13.11007(W)     ADJUSTED  
 EA2154* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 EA2154  ___________________________________________________________________
 EA2154  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EA2154  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EA2154  HORZ ORDER  -  SECOND
 EA2154
 EA2154.The horizontal coordinates were established by classical geodetic methods
 EA2154.and adjusted by the National Geodetic Survey in August 2005.
 EA2154
 EA2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2154
 EA2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2154
 EA2154.The geoid height was determined by GEOID03.
 EA2154
 EA2154;                    North         East     Units Scale Factor Converg.
 EA2154;SPC NC       -   120,800.621   778,483.730   MT  0.99990018   +1 03 56.4
 EA2154;SPC NC       -   396,326.70  2,554,075.37   sFT  0.99990018   +1 03 56.4
 EA2154;UTM  18      - 3,855,730.576   303,042.445   MT  1.00007814   -1 13 49.0
 EA2154
 EA2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2154!SPC NC       -   1.00000461  x   0.99990018  =   0.99990479
 EA2154!UTM  18      -   1.00000461  x   1.00007814  =   1.00008275
 EA2154
 EA2154:                Primary Azimuth Mark                     Grid Az
 EA2154:SPC NC       -  HAYWOOD                                  125 30 57.7
 EA2154:UTM  18      -  HAYWOOD                                  127 48 43.1
 EA2154
 EA2154|---------------------------------------------------------------------|
 EA2154| PID    Reference Object                     Distance      Geod. Az  |
 EA2154|                                                           dddmmss.s |
 EA2154| EA2153 HAYWOOD                             470.474 METERS 1263454.1 |
 EA2154| EA2155 PINK                                APPROX. 0.9 KM 3172854.2 |
 EA2154|---------------------------------------------------------------------|
 EA2154
 EA2154                          SUPERSEDED SURVEY CONTROL
 EA2154
 EA2154  NAD 83(1986)-  34 49 29.35215(N)    077 09 13.11487(W) AD(       ) 2
 EA2154  NAD 27      -  34 49 28.77556(N)    077 09 14.29137(W) AD(       ) 2
 EA2154  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG    3  
 EA2154
 EA2154.Superseded values are not recommended for survey control.
 EA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2154.See file dsdata.txt to determine how the superseded data were derived.
 EA2154
 EA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0304255731(NAD 83)
 EA2154_MARKER: DE = TRAVERSE STATION DISK
 EA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2154_STAMPING: BEAR 1975
 EA2154_MARK LOGO: NCGS  
 EA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2154+STABILITY: SURFACE MOTION
 EA2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2154+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA2154
 EA2154  HISTORY     - Date     Condition        Report By
 EA2154  HISTORY     - 1975     MONUMENTED       NCGS
 EA2154  HISTORY     - 19870401 GOOD             USPSQD
 EA2154  HISTORY     - 19910824 GOOD             USPSQD
 EA2154  HISTORY     - 20051101 GOOD             USPSQD
 EA2154
 EA2154                          STATION DESCRIPTION
 EA2154
 EA2154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA2154'BEAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2154'THE VICINITY OF STELLA, NORTH CAROLINA.
 EA2154'
 EA2154'BEAR IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF STELLA (CARTERET
 EA2154'COUNTY), 7.1 MILES SOUTHEAST OF MAYSVILLE (JONES COUNTY) AND 9.4
 EA2154'MILES NORTH OF SWANSBORO (ONSLOW COUNTY).  TO REACH STATION FROM
 EA2154'THE INTERSECTION OF U.S. 17 WITH NC 58 IN MAYSVILLE, PROCEED
 EA2154'SOUTHEASTERLY ALONG NC 58 FOR 7.1 MILES TO STATION ON RIGHT IN
 EA2154'SOUTHWEST SHOULDER OPPOSITE A POWER POLE WITH A DOUBLE WILDLIFE
 EA2154'SIGN, 0.2 MILE SOUTHEAST OF BRIDGE OVER SMALL STREAM, AND 0.3
 EA2154'MILE NORTHWESTERLY OF HAYWOOD LANDING BOAT RAMP ROAD.
 EA2154'
 EA2154'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2154'BEAR 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA2154'IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2154'
 EA2154'MARK IS 21.3 FT SW OF C/L OF CN 58.
 EA2154'
 EA2154'33.9 FT NE OF PP WITH ALUMINUM REF. TAG, AND WITH DOUBLE WILDLIFE
 EA2154'SIGN.
 EA2154'
 EA2154'86.7 FT S OF 6 INCH GUM WITH ALUMINUM REF. TAG.
 EA2154'
 EA2154'119.8 FT S OF TELEPHONE PEDESTAL.
 EA2154'
 EA2154'126.2 FT W OF 4 INCH DOGWOOD WITH ALUMINUM REF. TAG.
 EA2154
 EA2154                          STATION RECOVERY (1987)
 EA2154
 EA2154'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EA2154'RECOVERED IN GOOD CONDITION.
 EA2154
 EA2154                          STATION RECOVERY (1991)
 EA2154
 EA2154'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EA2154'RECOVERED IN GOOD CONDITION.
 EA2154
 EA2154                          STATION RECOVERY (2005)
 EA2154
 EA2154'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2233 ***********************************************************************
 EA2233  DESIGNATION -  BEAR
 EA2233  PID         -  EA2233
 EA2233  STATE/COUNTY-  NC/ONSLOW
 EA2233  USGS QUAD   -  HUBERT (1988)
 EA2233
 EA2233                         *CURRENT SURVEY CONTROL
 EA2233  ___________________________________________________________________
 EA2233* NAD 83(2001)-  34 37 39.56029(N)    077 10 06.50611(W)     ADJUSTED  
 EA2233* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 EA2233  ___________________________________________________________________
 EA2233  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 EA2233  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 EA2233  HORZ ORDER  -  SECOND
 EA2233
 EA2233.The horizontal coordinates were established by classical geodetic methods
 EA2233.and adjusted by the National Geodetic Survey in August 2005.
 EA2233
 EA2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2233
 EA2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2233
 EA2233.The geoid height was determined by GEOID03.
 EA2233
 EA2233;                    North         East     Units Scale Factor Converg.
 EA2233;SPC NC       -    98,908.985   777,530.693   MT  0.99993149   +1 03 25.6
 EA2233;SPC NC       -   324,503.89  2,550,948.62   sFT  0.99993149   +1 03 25.6
 EA2233;UTM  18      - 3,833,890.931   301,214.048   MT  1.00008708   -1 13 57.4
 EA2233
 EA2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2233!SPC NC       -   1.00000566  x   0.99993149  =   0.99993714
 EA2233!UTM  18      -   1.00000566  x   1.00008708  =   1.00009274
 EA2233
 EA2233:                Primary Azimuth Mark                     Grid Az
 EA2233:SPC NC       -  SWANSBORO NC TEACHERS ASSOC TK           025 21 07.6
 EA2233:UTM  18      -  SWANSBORO NC TEACHERS ASSOC TK           027 38 30.6
 EA2233
 EA2233|---------------------------------------------------------------------|
 EA2233| PID    Reference Object                     Distance      Geod. Az  |
 EA2233|                                                           dddmmss.s |
 EA2233| EA2247 SWANSBORO NC TEACHERS ASSOC TK      APPROX. 5.6 KM 0262433.2 |
 EA2233| EA2203 SWANSBORO MUNICIPAL TANK            APPROX. 8.0 KM 0312525.3 |
 EA2233| EA3196 BEAR RM 3                            10.502 METERS 07804     |
 EA2233| EA3197 BEAR RM 4                             9.243 METERS 26738     |
 EA2233|---------------------------------------------------------------------|
 EA2233
 EA2233                          SUPERSEDED SURVEY CONTROL
 EA2233
 EA2233  NAD 83(1986)-  34 37 39.57284(N)    077 10 06.51808(W) AD(       ) 2
 EA2233  NAD 27      -  34 37 38.98358(N)    077 10 07.68704(W) AD(       ) 2
 EA2233  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG    3  
 EA2233
 EA2233.Superseded values are not recommended for survey control.
 EA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2233.See file dsdata.txt to determine how the superseded data were derived.
 EA2233
 EA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0121433891(NAD 83)
 EA2233_MARKER: DS = TRIANGULATION STATION DISK
 EA2233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EA2233_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EA2233
 EA2233  HISTORY     - Date     Condition        Report By
 EA2233  HISTORY     - 1914     MONUMENTED       CGS
 EA2233  HISTORY     - 1927     GOOD             CGS
 EA2233  HISTORY     - 1933     GOOD             CGS
 EA2233  HISTORY     - 1950     GOOD             CGS
 EA2233  HISTORY     - 1962     GOOD             CGS
 EA2233  HISTORY     - 1965     GOOD             CGS
 EA2233
 EA2233                          STATION DESCRIPTION
 EA2233
 EA2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2233'THIS STATION IS ON THE S SIDE OF THE CHANNEL FROM BOGUE INLET
 EA2233'TO BEAR INLET, ON THE FIRST POINT E OF BEAR INLET, ABOUT 30
 EA2233'FEET FROM THE END OF THE POINT, OR ABOUT 15 FEET FROM
 EA2233'HIGH-WATER MARK.
 EA2233'
 EA2233'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN
 EA2233'CONCRETE IN THE TOP OF A TILE.
 EA2233'
 EA2233'THERE ARE TWO REFERENCE MARKS, CONSISTING OF TILES, FILLED
 EA2233'WITH AND SET IN CEMENT, PROJECTING ABOUT 6 INCHES ABOVE THE
 EA2233'GROUND.  ONE IS 19.9 METERS (65.3 FEET) FROM THE STATION TO
 EA2233'THE SW.  THE OTHER IS 13.3 METERS (43.6 FEET) SE OF THE
 EA2233'STATION.
 EA2233'
 EA2233'THE WITNESS MARKS CONSIST OF BLAZES ON THREE TREES WITH 5
 EA2233'NAILS IN EACH BLAZE.  ONE IS A CEDAR ON THE SECOND POINT E OF
 EA2233'BEAR CREEK, ABOUT 200 YARDS FROM THE STATION.  THE SECOND IS A
 EA2233'LARGE LIVE OAK, ABOUT 50 YARDS S.  AND THE THIRD IS A CEDAR,
 EA2233'ABOUT 40 YARDS SW, IN RANGE WITH THE REFERENCE MARK.
 EA2233
 EA2233                          STATION RECOVERY (1927)
 EA2233
 EA2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2233'STATION IS AT HIGH-WATER LINE.
 EA2233'
 EA2233'REFERENCE MARK TO SW NO LONGER EXISTS.  REFERENCE MARK TO SE
 EA2233'IS IN GOOD CONDITION.
 EA2233'
 EA2233'THE WITNESS MARK 40 YARDS TO SW WAS FOUND IN GOOD CONDITION.
 EA2233'THE OTHER WITNESS MARKS WERE NOT SEARCHED FOR.
 EA2233
 EA2233                          STATION RECOVERY (1933)
 EA2233
 EA2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HPO)
 EA2233'THE STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 EA2233'TOP OF TILE, AND REFERENCE MARKS WERE
 EA2233'FOUND IN GOOD CONDITION.  THIS STATION WAS USED IN THE 1933 SCHEME.
 EA2233'
 EA2233'THE STATION IS ON THE S SIDE OF THE CHANNEL RUNNING FROM
 EA2233'BOGUE INLET TO BEAR INLET, ON THE FIRST POINT E OF BEAR INLET.
 EA2233'
 EA2233'DISTANCE AND DIRECTION TO TRIANGULAR BLAZE ON 24-INCH CEDAR
 EA2233'TREE LEANING TO SOUTHWARD IS AS FOLLOWS--
 EA2233
 EA2233                          STATION RECOVERY (1950)
 EA2233
 EA2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2233'STATION AND R.M. (1914) SE RECOVERED IN GOOD CONDITION.  1933
 EA2233'DESCRIPTION ADEQUATE WITH FOLLOWING ADDITIONS--45.0 FT. E OF
 EA2233'LAST PATCH OF SCRUB OAK ON POINT.
 EA2233'
 EA2233'A WHITE 4 IN X 4 IN WITNESS POST PROJECTING 3 FT. ABOVE
 EA2233'GROUND WAS SET 3 FT. N OF STATION.
 EA2233
 EA2233                          STATION RECOVERY (1962)
 EA2233
 EA2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2233'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 EA2233'REFERENCE MARKS COULD NOT BE FOUND.
 EA2233'
 EA2233'REFERENCE MARKS 3 AND 4 WERE SET AND ESTABLISHED FOR THE
 EA2233'STATION.
 EA2233'
 EA2233'BOTH REFERENCE MARKS ARE STANDARD REFERENCE MARK DISKS, CLAMPED
 EA2233'TO THE TOP OF COPPER ROD THAT IS DRIVEN INTO THE SOIL FOR ABOUT
 EA2233'24 FEET AND ENCASED WITH 2-INCH GALVANIZED PIPE.
 EA2233'
 EA2233'REFERENCE MARK DISK NUMBER 3 IS STAMPED BEAR NO 3 1914 AND
 EA2233'PROJECTS 6 INCHES.  IT IS 33.7 FEET EAST OF A ROUND, WOOD
 EA2233'WITNESS POST WHICH HAS A METAL WITNESS SIGN ATTACHED.
 EA2233'
 EA2233'REFERENCE MARK DISK NUMBER 4 IS STAMPED BEAR NO 4 1914 AND
 EA2233'PROJECTS 4 INCHES.  IT IS 31 FEET WEST OF THE WITNESS POST.
 EA2233'
 EA2233'STATION MARK IS 1 FOOT NORTH-NORTHWEST OF THE WITNESS POST
 EA2233'AND ABOUT 45 FEET SOUTH-SOUTHEAST OF THE WATER LINE AT LOW TIDE.
 EA2233
 EA2233                          STATION RECOVERY (1965)
 EA2233
 EA2233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2233'THE STATION MARK, R.M. 3 AND R. M. 4 WERE RECOVERED IN GOOD
 EA2233'CONDITION.  THE DISTANCES TO THE R.M.S WERE VERIFIED.
 EA2233'
 EA2233'THE RECOVERY NOTE IN 1962 IS ADEQUATE, EXCEPT FOR
 EA2233'THE FOLLOWING--
 EA2233'
 EA2233'THE STATION IS 31.0 FEET SOUTH OF THE MARSH LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2084 ***********************************************************************
 EY2084  DESIGNATION -  BEAR
 EY2084  PID         -  EY2084
 EY2084  STATE/COUNTY-  NC/MARTIN
 EY2084  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY2084
 EY2084                         *CURRENT SURVEY CONTROL
 EY2084  ___________________________________________________________________
 EY2084* NAD 83(2001)-  35 45 20.41436(N)    077 07 30.24008(W)     ADJUSTED  
 EY2084* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 EY2084  ___________________________________________________________________
 EY2084  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EY2084  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 EY2084  HORZ ORDER  -  SECOND
 EY2084
 EY2084.The horizontal coordinates were established by classical geodetic methods
 EY2084.and adjusted by the National Geodetic Survey in August 2005.
 EY2084
 EY2084.The orthometric height was scaled from a topographic map.
 EY2084
 EY2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2084
 EY2084.The geoid height was determined by GEOID03.
 EY2084
 EY2084;                    North         East     Units Scale Factor Converg.
 EY2084;SPC NC       -   224,093.712   779,146.895   MT  0.99991117   +1 04 55.8
 EY2084;SPC NC       -   735,214.12  2,556,251.10   sFT  0.99991117   +1 04 55.8
 EY2084;UTM  18      - 3,958,931.836   307,869.658   MT  1.00005489   -1 14 31.6
 EY2084
 EY2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2084!SPC NC       -   1.00000304  x   0.99991117  =   0.99991421
 EY2084!UTM  18      -   1.00000304  x   1.00005489  =   1.00005793
 EY2084
 EY2084|---------------------------------------------------------------------|
 EY2084| PID    Reference Object                     Distance      Geod. Az  |
 EY2084|                                                           dddmmss.s |
 EY2084| EY4392 BEAR RM 1                            62.122 METERS 16757     |
 EY2084| EY4391 BEAR AZ MK                                         1751513.3 |
 EY2084| EY4393 BEAR RM 2                            32.894 METERS 28510     |
 EY2084|---------------------------------------------------------------------|
 EY2084
 EY2084                          SUPERSEDED SURVEY CONTROL
 EY2084
 EY2084  NAD 83(1986)-  35 45 20.42312(N)    077 07 30.25188(W) AD(       ) 2
 EY2084  NAD 27      -  35 45 19.84760(N)    077 07 31.39970(W) AD(       ) 2
 EY2084
 EY2084.Superseded values are not recommended for survey control.
 EY2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2084.See file dsdata.txt to determine how the superseded data were derived.
 EY2084
 EY2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0787058932(NAD 83)
 EY2084_MARKER: DS = TRIANGULATION STATION DISK
 EY2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2084
 EY2084  HISTORY     - Date     Condition        Report By
 EY2084  HISTORY     - 1959     MONUMENTED       CGS
 EY2084  HISTORY     - 1967     GOOD             USE
 EY2084  HISTORY     - 19940916 MARK NOT FOUND   USPSQD
 EY2084  HISTORY     - 20060501 MARK NOT FOUND   NCGS
 EY2084
 EY2084                          STATION DESCRIPTION
 EY2084
 EY2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 EY2084'THE STATION IS ABOUT 7 MILES SOUTHWEST OF WILLIAMSTON, 8.5 MILES
 EY2084'SOUTHEAST OF ROBERSONVILLE, 1 MILE SOUTH OF THE SMALL VILLAGE OF
 EY2084'BEAR GRASS AND ON PROPERTY OWNED BY MRS. ALICE SALISBURY.
 EY2084'
 EY2084'TO REACH THE STATION FROM THE CROSSROADS IN THE SMALL VILLAGE OF
 EY2084'BEAR GRASS WHICH IS ABOUT 6 MILES SOUTHWEST OF WILLIAMSTON, GO
 EY2084'SOUTHEASTERLY ON A BLACKTOP ROAD 0.5 MILE TO A SAND ROAD ON THE
 EY2084'RIGHT.  TURN RIGHT AND GO SOUTH ON THE SAND ROAD 0.3 MILE TO A
 EY2084'FARM HOUSE ON THE RIGHT.  CONTINUE SOUTH ON THE SAND ROAD 0.05
 EY2084'MILE TO A FARM LANE ON THE RIGHT.  (CONTINUE SOUTH AND THEN WEST
 EY2084'ON THE SAND ROAD 0.25 MILE TO THE RESIDENCE OF MR. JAMES S.
 EY2084'BAILEY AND THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND FOLLOW
 EY2084'THE FARM LANE WEST FOR 0.05 MILE TO A TOBACCO CURING SHED AND A
 EY2084'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 EY2084'TRACK ROAD 0.05 MILE TO THE WEST SIDE OF A BARN AND THE STATION.
 EY2084'
 EY2084'STATION MARKS ARE STANDARD DISKS STAMPED BEAR 1959.  THE SURFACE
 EY2084'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EY2084'GROUND.  IT IS 73.5 FEET SOUTHEAST OF A 6-INCH APPLE TREE, 17 FEET
 EY2084'NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 14.5 FEET WEST OF
 EY2084'THE CENTER OF A DOOR IN THE WEST SIDE OF THE BARN AND 14 FEET
 EY2084'SOUTHWEST OF THE SOUTHWEST CORNER OF A LEAN-TO WHICH IS ATTACHED
 EY2084'TO THE BARN.  A STANDARD METAL WITNESS POST WAS SET 12.8 FEET
 EY2084'NORTHEAST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 EY2084'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 EY2084'GROUND.
 EY2084'
 EY2084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAR NO 1 1959, IS
 EY2084'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 EY2084'GROUND.  IT IS 2.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 EY2084'TOBACCO CURING SHED.
 EY2084'
 EY2084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEAR NO 2 1959, IS
 EY2084'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 1.5
 EY2084'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A TOBACCO CURING SHED.
 EY2084'
 EY2084'AZIMUTH MARK, A STANDARD DISK STAMPED BEAR 1959, IS SET IN A
 EY2084'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 EY2084'47 FEET NORTHWEST OF THE NORTHEAST CORNER OF A HOUSE, 29.5 FEET
 EY2084'NORTH OF THE NORTHWEST CORNER OF THE HOUSE AND 18 FEET SOUTH OF
 EY2084'THE CENTER OF THE SAND ROAD.
 EY2084
 EY2084                          STATION RECOVERY (1967)
 EY2084
 EY2084'RECOVERY NOTE BY US ENGINEERS 1967
 EY2084'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED
 EY2084'BEAR 1959 SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY2084'
 EY2084'THE STATION IS LOCATED 17 FT NW OF THE SW CORNER OF THE BARN AND
 EY2084'14.5 FT W OF THE CENTER OF THE DOOR IN THE W SIDE OF THE BARN.  A
 EY2084'STANDARD METAL WITNESS POST IS 12.8 FT NE OF THE STATION.
 EY2084'
 EY2084'TO REACH FROM THE CROSSROADS IN THE VILLAGE OF BEAR GRASS WHICH IS
 EY2084'ABOUT 6 MILES SW OF WILLIAMSTON GO SOUTHEASTERLY ON A BLACKTOP ROAD
 EY2084'0.5 MILE TO A SAND ROAD ON THE RIGHT.  CONTINUE S ON THE SAND
 EY2084'ROAD 0.05 MILE TO A FARM LANE ON THE RIGHT.  (CONTINUE S AND THEN
 EY2084'W ON THE SAND ROAD 0.25 MILE TO THE RESIDENCE OF MR. JAMES
 EY2084'S. BAILY AND THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT AND
 EY2084'FOLLOW THE FARM LANE W FOR 0.05 MILE TO A TOBACCO CURING SHED AND
 EY2084'A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO N ON THE
 EY2084'TRACK ROAD 0.05 MILE TO THE W SIDE OF A BARN AND THE STATION
 EY2084'SITE.
 EY2084'
 EY2084'R.M. 1 IS A STANDARD USC AND GS DISK STAMPED BEAR 1 1959 SET IN A
 EY2084'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 2.5 FT E OF THE E
 EY2084'EDGE OF A TOBACCO CURING SHED.
 EY2084'
 EY2084'R.M. 2 IS A STANDARD USC AND GS DISK STAMPED BEAR 2 1959 SET IN A
 EY2084'CONCRETE POST PROJECTING 6 IN ABOVE THE GROUND.  IT IS 1.5 FT SE
 EY2084'OF THE SW CORNER OF A TOBACCO CURING SHED.
 EY2084'
 EY2084'AZ. MK. IS A STANDARD USC AND GS DISK STAMPED BEAR 1959 SET IN A
 EY2084'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 47 FT NW OF THE NE
 EY2084'CORNER OF A HOUSE, 29.5 FT N OF THE NW CORNER OF THE HOUSE, AND
 EY2084'18 FT S OF THE CENTER OF THE SAND ROAD.
 EY2084
 EY2084                          STATION RECOVERY (1994)
 EY2084
 EY2084'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY2084'MARK NOT FOUND.
 EY2084
 EY2084                          STATION RECOVERY (2006)
 EY2084
 EY2084'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY2084'NOT FOUND, SURFACE MARK MAY HAVE BEEN REMOVED.  REFERENCES FALL IN
 EY2084'CULTIVATED FIELD.  RM 1 WAS NOT FOUND AND RM 2 WAS FOUND WITH DISK
 EY2084'MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7479 ***********************************************************************
 AC7479  DESIGNATION -  BEAR
 AC7479  PID         -  AC7479
 AC7479  STATE/COUNTY-  NC/CARTERET
 AC7479  USGS QUAD   -  SWANSBORO (1994)
 AC7479
 AC7479                         *CURRENT SURVEY CONTROL
 AC7479  ___________________________________________________________________
 AC7479* NAD 83(2007)-  34 38 42.28067(N)    077 05 51.88643(W)     ADJUSTED  
 AC7479* NAVD 88     -         4.905  (meters)      16.09   (feet)  ADJUSTED  
 AC7479  ___________________________________________________________________
 AC7479  EPOCH DATE  -        2002.00
 AC7479  X           -   1,172,908.446 (meters)                     COMP
 AC7479  Y           -  -5,120,261.667 (meters)                     COMP
 AC7479  Z           -   3,605,525.458 (meters)                     COMP
 AC7479  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AC7479  ELLIP HEIGHT-         -32.247 (meters)          (02/10/07) ADJUSTED
 AC7479  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 AC7479  DYNAMIC HT  -           4.900 (meters)      16.08  (feet)  COMP
 AC7479
 AC7479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7479  Type    PID    Designation                      North   East  Ellip
 AC7479  -------------------------------------------------------------------
 AC7479  NETWORK AC7479 BEAR                              0.71   0.63   1.55
 AC7479  -------------------------------------------------------------------
 AC7479  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 AC7479
 AC7479  VERT ORDER  -  SECOND    CLASS II
 AC7479
 AC7479.The horizontal coordinates were established by GPS observations
 AC7479.and adjusted by the National Geodetic Survey in February 2007.
 AC7479
 AC7479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7479.The horizontal coordinates are valid at the epoch date displayed above.
 AC7479.The epoch date for horizontal control is a decimal equivalence
 AC7479.of Year/Month/Day.
 AC7479
 AC7479.The orthometric height was determined by differential leveling
 AC7479.and adjusted in May 1997.
 AC7479
 AC7479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7479
 AC7479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7479
 AC7479.The ellipsoidal height was determined by GPS observations
 AC7479.and is referenced to NAD 83.
 AC7479
 AC7479.The geoid height was determined by GEOID03.
 AC7479
 AC7479.The dynamic height is computed by dividing the NAVD 88
 AC7479.geopotential number by the normal gravity value computed on the
 AC7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7479.degrees latitude (g = 980.6199 gals.).
 AC7479
 AC7479.The modeled gravity was interpolated from observed gravity values.
 AC7479
 AC7479;                    North         East     Units Scale Factor Converg.
 AC7479;SPC NC       -   100,963.177   783,977.783   MT  0.99992825   +1 05 52.5
 AC7479;SPC NC       -   331,243.36  2,572,100.44   sFT  0.99992825   +1 05 52.5
 AC7479;UTM  18      - 3,835,686.095   307,739.001   MT  1.00005562   -1 11 34.5
 AC7479
 AC7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7479!SPC NC       -   1.00000506  x   0.99992825  =   0.99993331
 AC7479!UTM  18      -   1.00000506  x   1.00005562  =   1.00006068
 AC7479
 AC7479                          SUPERSEDED SURVEY CONTROL
 AC7479
 AC7479  NAD 83(2001)-  34 38 42.28158(N)    077 05 51.88499(W) AD(       ) 1
 AC7479  ELLIP H (03/13/03)  -32.237  (m)                       GP(       ) 4 2
 AC7479  NAD 83(1986)-  34 38 42.29356(N)    077 05 51.89552(W) AD(       ) 1
 AC7479  NAVD 88 (12/16/97)    4.91   (m)           16.1    (f) LEVELING    3  
 AC7479
 AC7479.Superseded values are not recommended for survey control.
 AC7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7479.See file dsdata.txt to determine how the superseded data were derived.
 AC7479
 AC7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0773935686(NAD 83)
 AC7479_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7479_STAMPING: BEAR 1992
 AC7479_MARK LOGO: NCGS  
 AC7479_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7479+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AC7479
 AC7479  HISTORY     - Date     Condition        Report By
 AC7479  HISTORY     - 1992     MONUMENTED       NCGS
 AC7479  HISTORY     - 20051101 GOOD             USPSQD
 AC7479
 AC7479                          STATION DESCRIPTION
 AC7479
 AC7479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7479'STATION IS LOCATED IN WESTERN EMERALD ISLE.$PROCEED ALONG NC 58
 AC7479'(EMERALD DRIVE) FOR 1.6 MI (2.6 KM) WEST FROM THE POST OFFICE IN
 AC7479'EMERALD ISLE TO COAST GUARD ROAD, THENCE SOUTH-SOUTHWEST ON COAST
 AC7479'GUARD ROAD FOR 2.55 MI (4.10 KM) TO INLET DRIVE, THENCE WEST ON INLET
 AC7479'DRIVE FOR 0.35 MI (0.56 KM) TO STATION, AT THE PUBLIC BEACH VEHICLE
 AC7479'ACCESS GATE AT BOGUE INLET.$MARK IS FLUSH WITH GROUND AND IS 10-FEET
 AC7479'HIGHER THAN INLET DRIVE. LOCATED 32.7 FT (10.0 M) NORTH OF INLET DRIVE
 AC7479'(BECOMES SAND PATH AT GATE), 90.8 FT (27.7 M) WEST-SOUTHWEST OF THE
 AC7479'CENTERLINE OF BOGUE COURT, 27.4 FT (8.4 M) NORTHWEST OF A 3-INCH STEEL
 AC7479'GATE POST--AND 32.8 FT (10.0 M) WEST OF AN 8-INCH WOOD PILING, 98.0 FT
 AC7479'(29.9 M) SOUTH-SOUTHWEST OF A GUY POLE--BOTH WITH REFERENCE
 AC7479'TAGS.$ONSLOW COUNTY CHRIS CRAFT TANK IS VISIBLE AND THE GRID AZIMUTH
 AC7479'IS--273-44-34.71.
 AC7479
 AC7479                          STATION RECOVERY (2005)
 AC7479
 AC7479'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5947 ***********************************************************************
 AE5947  DESIGNATION -  BEAR
 AE5947  PID         -  AE5947
 AE5947  STATE/COUNTY-  NC/PAMLICO
 AE5947  USGS QUAD   -  VANDEMERE (1993)
 AE5947
 AE5947                         *CURRENT SURVEY CONTROL
 AE5947  ___________________________________________________________________
 AE5947* NAD 83(2001)-  35 12 19.09176(N)    076 39 13.20734(W)     ADJUSTED  
 AE5947* NAVD 88     -         1.350  (meters)       4.43   (feet)  ADJUSTED  
 AE5947  ___________________________________________________________________
 AE5947  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AE5947  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AE5947  DYNAMIC HT  -           1.349 (meters)       4.43  (feet)  COMP
 AE5947  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 AE5947
 AE5947  HORZ ORDER  -  SECOND
 AE5947  VERT ORDER  -  SECOND    CLASS II
 AE5947
 AE5947.The horizontal coordinates were established by classical geodetic methods
 AE5947.and adjusted by the National Geodetic Survey in August 2005.
 AE5947
 AE5947.The orthometric height was determined by differential leveling
 AE5947.and adjusted in June 1998.
 AE5947
 AE5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5947
 AE5947.The geoid height was determined by GEOID03.
 AE5947
 AE5947.The dynamic height is computed by dividing the NAVD 88
 AE5947.geopotential number by the normal gravity value computed on the
 AE5947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5947.degrees latitude (g = 980.6199 gals.).
 AE5947
 AE5947.The modeled gravity was interpolated from observed gravity values.
 AE5947
 AE5947;                    North         East     Units Scale Factor Converg.
 AE5947;SPC NC       -   163,961.200   823,210.102   MT  0.99987292   +1 21 15.2
 AE5947;SPC NC       -   537,929.37  2,700,815.14   sFT  0.99987292   +1 21 15.2
 AE5947;UTM  18      - 3,897,063.346   349,470.800   MT  0.99987925   -0 57 12.7
 AE5947
 AE5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5947!SPC NC       -   1.00000565  x   0.99987292  =   0.99987857
 AE5947!UTM  18      -   1.00000565  x   0.99987925  =   0.99988490
 AE5947
 AE5947                          SUPERSEDED SURVEY CONTROL
 AE5947
 AE5947  NAD 83(1986)-  35 12 19.10248(N)    076 39 13.21729(W) AD(       ) 2
 AE5947  NGVD 29 (04/29/98)    1.70   (m)            5.6    (f) LEVELING    3  
 AE5947
 AE5947.Superseded values are not recommended for survey control.
 AE5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5947.See file dsdata.txt to determine how the superseded data were derived.
 AE5947
 AE5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4947197063(NAD 83)
 AE5947_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5947_STAMPING: BEAR 1986
 AE5947_MARK LOGO: NCGS  
 AE5947_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5947+STABILITY: SURFACE MOTION
 AE5947
 AE5947  HISTORY     - Date     Condition        Report By
 AE5947  HISTORY     - 1983     MONUMENTED       NCGS
 AE5947
 AE5947                          STATION DESCRIPTION
 AE5947
 AE5947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5947'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH-NORTHEAST OF
 AE5947'VANDEMERE. ALONG NC 304 FOR 4.3 KM (2.65 MI) NORTHEAST OF NC 307, AT A
 AE5947'SMALL HIGHWAY BRIDGE OVER LITTLE VANDEMERE CREEK. MARK IS RECESSED 2
 AE5947'INCHES BELOW GROUND AND 1/2 FOOT LOWER THAN HIGHWAY. LOCATED 4.91 M
 AE5947'(16.11 FT) NORTHEAST 0F THE CENTERLINE OF NC 304, 1.65 M (5.41 FT)
 AE5947'NORTHWEST OF THE NORTHWEST END OF THE BRIDGE, 9.63 M (31.59 FT)
 AE5947'NORTH-NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, AND 16.58 M (54.40
 AE5947'FT) NORTHEAST OF A TELEPHONE POLE NO 275.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2715 ***********************************************************************
 AH2715  DESIGNATION -  BEAR
 AH2715  PID         -  AH2715
 AH2715  STATE/COUNTY-  NC/LENOIR
 AH2715  USGS QUAD   -  LA GRANGE (1983)
 AH2715
 AH2715                         *CURRENT SURVEY CONTROL
 AH2715  ___________________________________________________________________
 AH2715* NAD 83(2001)-  35 17 46.04312(N)    077 48 25.57943(W)     ADJUSTED  
 AH2715* NAVD 88     -        24.1    (meters)      79.     (feet)  VERT ANG  
 AH2715  ___________________________________________________________________
 AH2715  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AH2715  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 AH2715  HORZ ORDER  -  SECOND
 AH2715
 AH2715.The horizontal coordinates were established by classical geodetic methods
 AH2715.and adjusted by the National Geodetic Survey in August 2005.
 AH2715
 AH2715.The orthometric height was determined by vertical angle observations.
 AH2715
 AH2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2715
 AH2715.The geoid height was determined by GEOID03.
 AH2715
 AH2715;                    North         East     Units Scale Factor Converg.
 AH2715;SPC NC       -   172,163.243   718,088.213   MT  0.99987289   +0 41 18.6
 AH2715;SPC NC       -   564,838.91  2,355,927.75   sFT  0.99987289   +0 41 18.6
 AH2715;UTM  18      - 3,909,497.510   244,739.019   MT  1.00040307   -1 37 22.2
 AH2715
 AH2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2715!SPC NC       -   1.00000180  x   0.99987289  =   0.99987469
 AH2715!UTM  18      -   1.00000180  x   1.00040307  =   1.00040488
 AH2715
 AH2715:                Primary Azimuth Mark                     Grid Az
 AH2715:SPC NC       -  DILL                                     120 14 08.0
 AH2715:UTM  18      -  DILL                                     122 32 48.8
 AH2715
 AH2715|---------------------------------------------------------------------|
 AH2715| PID    Reference Object                     Distance      Geod. Az  |
 AH2715|                                                           dddmmss.s |
 AH2715| AH2716 DILL                                APPROX. 1.6 KM 1205526.6 |
 AH2715| AH2714 ISLAND                              APPROX. 1.4 KM 3025821.0 |
 AH2715|---------------------------------------------------------------------|
 AH2715
 AH2715                          SUPERSEDED SURVEY CONTROL
 AH2715
 AH2715  NAD 83(1986)-  35 17 46.05240(N)    077 48 25.58916(W) AD(       ) 2
 AH2715
 AH2715.Superseded values are not recommended for survey control.
 AH2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2715.See file dsdata.txt to determine how the superseded data were derived.
 AH2715
 AH2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4473909498(NAD 83)
 AH2715_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2715_SP_SET: CONCRETE BRIDGE FLOOR
 AH2715_STAMPING: BEAR 1991
 AH2715_MARK LOGO: NCGS  
 AH2715_PROJECTION: FLUSH
 AH2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2715+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2715
 AH2715  HISTORY     - Date     Condition        Report By
 AH2715  HISTORY     - 1991     MONUMENTED       NCGS
 AH2715  HISTORY     - 20050510 MARK NOT FOUND   USPSQD
 AH2715
 AH2715                          STATION DESCRIPTION
 AH2715
 AH2715'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2715'STATION IS LOCATED ABOUT 1.20 MI (1.93 KM) WEST-SOUTHWEST OF LA
 AH2715'GRANGE. ALONG US 70 EAST FOR 1.35 MI (2.17 KM) NORTHWEST FROM THE NC
 AH2715'903 OVERPASS, OR 1.40 MI (2.25 KM) SOUTHEAST OF THE LENOIR-WAYNE
 AH2715'COUNTY LINE, AT THE EAST BOUND US 70 BRIDGE OVER BEAR CREEK, IN THE
 AH2715'SOUTHEAST CORNER. MARK IS LEVEL WITH THE HIGHWAY. LOCATED 18.0 FT (5.5
 AH2715'M) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF US 70 AND
 AH2715'10.90 FT (3.32 M) NORTHWEST OF SOUTHEAST END OF BRIDGE RAIL.
 AH2715
 AH2715                          STATION RECOVERY (2005)
 AH2715
 AH2715'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AH2715'MARK NOT FOUND, NEW BRIDGE AND ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4103 ***********************************************************************
 AH4103  DESIGNATION -  BEAR
 AH4103  PID         -  AH4103
 AH4103  STATE/COUNTY-  NC/SURRY
 AH4103  USGS QUAD   -  COPELAND (1994)
 AH4103
 AH4103                         *CURRENT SURVEY CONTROL
 AH4103  ___________________________________________________________________
 AH4103* NAD 83(2001)-  36 20 51.36134(N)    080 42 55.98368(W)     ADJUSTED  
 AH4103* NAVD 88     -       348.8    (meters)    1144.     (feet)  VERTCON   
 AH4103  ___________________________________________________________________
 AH4103  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AH4103  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AH4103  HORZ ORDER  -  SECOND
 AH4103
 AH4103.The horizontal coordinates were established by classical geodetic methods
 AH4103.and adjusted by the National Geodetic Survey in August 2005.
 AH4103
 AH4103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4103
 AH4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4103
 AH4103.The geoid height was determined by GEOID03.
 AH4103
 AH4103;                    North         East     Units Scale Factor Converg.
 AH4103;SPC NC       -   289,502.078   455,601.579   MT  1.00005552   -0 59 24.6
 AH4103;SPC NC       -   949,808.07  1,494,752.85   sFT  1.00005552   -0 59 24.6
 AH4103;UTM  17      - 4,022,541.087   525,523.765   MT  0.99960803   +0 10 06.9
 AH4103
 AH4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4103!SPC NC       -   0.99995051  x   1.00005552  =   1.00000602
 AH4103!UTM  17      -   0.99995051  x   0.99960803  =   0.99955856
 AH4103
 AH4103                          SUPERSEDED SURVEY CONTROL
 AH4103
 AH4103  NAD 83(1986)-  36 20 51.36917(N)    080 42 55.98988(W) AD(       ) 2
 AH4103  NGVD 29 (12/22/97)  349.0    (m)         1145.     (f) VERT ANG    3  
 AH4103
 AH4103.Superseded values are not recommended for survey control.
 AH4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4103.See file dsdata.txt to determine how the superseded data were derived.
 AH4103
 AH4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2552422541(NAD 83)
 AH4103_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4103_STAMPING: BEAR 1986
 AH4103_MARK LOGO: NCGS  
 AH4103_PROJECTION: FLUSH
 AH4103_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4103+STABILITY: SURFACE MOTION
 AH4103
 AH4103  HISTORY     - Date     Condition        Report By
 AH4103  HISTORY     - 1986     MONUMENTED       NCGS
 AH4103
 AH4103                          STATION DESCRIPTION
 AH4103
 AH4103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4103'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTH OF DOBSON. ALONG US
 AH4103'601 FOR 3.0 KM (1.85 MI) SOUTH FROM THE JUNCTION WITH US 601 BUS.,
 AH4103'ABOUT MIDWAY BETWEEN SR 2224 AND SR 2225 (BEAR CREEK CHURCH RD) , AT A
 AH4103'FENCE CORNER. MARK IS RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH
 AH4103'HIGHWAY. LOCATED 8.8 M (28.9 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 AH4103'HIGHWAY, 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF THE FENCE LINE, 52.1 M
 AH4103'(170.9 FT) NORTHEAST OF A 20-INCH CHINESE CHESTNUT--AND 1.6 M (5.2 FT)
 AH4103'EAST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE, 2.1 M (6.9 FT)
 AH4103'SOUTHWEST OF A CORNER FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5582 ***********************************************************************
 AH5582  DESIGNATION -  BEAR
 AH5582  PID         -  AH5582
 AH5582  STATE/COUNTY-  NC/BUNCOMBE
 AH5582  USGS QUAD   -  ASHEVILLE (1991)
 AH5582
 AH5582                         *CURRENT SURVEY CONTROL
 AH5582  ___________________________________________________________________
 AH5582* NAD 83(2001)-  35 33 35.66246(N)    082 36 24.27847(W)     ADJUSTED  
 AH5582* NAVD 88     -       627.2    (meters)    2058.     (feet)  VERTCON   
 AH5582  ___________________________________________________________________
 AH5582  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AH5582  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AH5582  HORZ ORDER  -  SECOND
 AH5582
 AH5582.The horizontal coordinates were established by classical geodetic methods
 AH5582.and adjusted by the National Geodetic Survey in August 2005.
 AH5582
 AH5582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5582
 AH5582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5582
 AH5582.The geoid height was determined by GEOID03.
 AH5582
 AH5582;                    North         East     Units Scale Factor Converg.
 AH5582;SPC NC       -   206,713.131   282,715.553   MT  0.99988701   -2 04 54.1
 AH5582;SPC NC       -   678,191.33    927,542.61   sFT  0.99988701   -2 04 54.1
 AH5582;UTM  17      - 3,936,325.006   354,381.447   MT  0.99986131   -0 56 04.5
 AH5582
 AH5582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5582!SPC NC       -   0.99990623  x   0.99988701  =   0.99979325
 AH5582!UTM  17      -   0.99990623  x   0.99986131  =   0.99976755
 AH5582
 AH5582                          SUPERSEDED SURVEY CONTROL
 AH5582
 AH5582  NAD 83(1986)-  35 33 35.66973(N)    082 36 24.27822(W) AD(       ) 2
 AH5582  NGVD 29 (11/25/98)  627.3    (m)         2058.     (f) VERT ANG    3  
 AH5582
 AH5582.Superseded values are not recommended for survey control.
 AH5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5582.See file dsdata.txt to determine how the superseded data were derived.
 AH5582
 AH5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5438136325(NAD 83)
 AH5582_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5582_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5582_SP_SET: CONCRETE BRIDGE CURB
 AH5582_STAMPING: BEAR 1985
 AH5582_MARK LOGO: NCGS  
 AH5582_PROJECTION: FLUSH
 AH5582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5582
 AH5582  HISTORY     - Date     Condition        Report By
 AH5582  HISTORY     - 1985     MONUMENTED       NCGS
 AH5582
 AH5582                          STATION DESCRIPTION
 AH5582
 AH5582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5582'STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHWEST OF ASHEVILLE, IN
 AH5582'WEST ASHEVILLE. PROCEED ALONG N.C. 191 (BREVARD ROAD) FOR 0.2 KM (0.1
 AH5582'MI) NORTH FROM THE I-40 UNDERPASS (AT THE WNC FARMERS MARKET), TO SR
 AH5582'3413 (SOUTH BEAR CREEK ROAD), THENCE WEST ALONG SR 3413 FOR 1.0 KM
 AH5582'(0.6 MI) TO THE I-240 OVERPASS BRIDGE AND STATION IN EAST CURB.
 AH5582'STATION IS A STANDARD NCGS DISK STAMPED---BEAR 1985---, SET INTO
 AH5582'CONCRETE BRIDGE CURB. 4.48 M (14.70 FT) NORTHEAST FROM THE CENTERLINE
 AH5582'OF BRIDGE, 0.30 M (0.98 FT) SOUTHWEST FROM A CONCRETE BRIDGE RAIL, AND
 AH5582'30.30 M (99.41 FT) EAST-SOUTHEAST FROM THE NORTHWEST CORNER OF BRIDGE.
 AH5582'MARK IS 1 FOOT ABOVE THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6044 ***********************************************************************
 AJ6044  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ6044  DESIGNATION -  BEAR
 AJ6044  PID         -  AJ6044
 AJ6044  STATE/COUNTY-  NC/PITT
 AJ6044  USGS QUAD   -  LEGGETTS CROSSROADS (1979)
 AJ6044
 AJ6044                         *CURRENT SURVEY CONTROL
 AJ6044  ___________________________________________________________________
 AJ6044* NAD 83(2007)-  35 43 07.61859(N)    077 13 01.95183(W)     ADJUSTED  
 AJ6044* NAVD 88     -        14.91   (meters)      48.9    (feet)  GPS OBS   
 AJ6044  ___________________________________________________________________
 AJ6044  EPOCH DATE  -        2002.00
 AJ6044  X           -   1,147,046.624 (meters)                     COMP
 AJ6044  Y           -  -5,055,772.818 (meters)                     COMP
 AJ6044  Z           -   3,702,890.901 (meters)                     COMP
 AJ6044  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AJ6044  ELLIP HEIGHT-         -20.976 (meters)          (02/10/07) ADJUSTED
 AJ6044  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AJ6044
 AJ6044  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6044  Type    PID    Designation                      North   East  Ellip
 AJ6044  -------------------------------------------------------------------
 AJ6044  NETWORK AJ6044 BEAR                              1.00   0.86   2.10
 AJ6044  -------------------------------------------------------------------
 AJ6044
 AJ6044.The horizontal coordinates were established by GPS observations
 AJ6044.and adjusted by the National Geodetic Survey in February 2007.
 AJ6044
 AJ6044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6044.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6044.The epoch date for horizontal control is a decimal equivalence
 AJ6044.of Year/Month/Day.
 AJ6044
 AJ6044.The orthometric height was determined by GPS observations and a
 AJ6044.high-resolution geoid model.
 AJ6044.The orthometric height was determined by GPS observations and a
 AJ6044.high-resolution geoid model using precise GPS observation and
 AJ6044.processing techniques.
 AJ6044
 AJ6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6044
 AJ6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6044
 AJ6044.The ellipsoidal height was determined by GPS observations
 AJ6044.and is referenced to NAD 83.
 AJ6044
 AJ6044.The geoid height was determined by GEOID03.
 AJ6044
 AJ6044;                    North         East     Units Scale Factor Converg.
 AJ6044;SPC NC       -   219,848.397   770,889.115   MT  0.99990573   +1 01 44.3
 AJ6044;SPC NC       -   721,285.95  2,529,158.70   sFT  0.99990573   +1 01 44.3
 AJ6044;UTM  18      - 3,955,024.226   299,445.113   MT  1.00009567   -1 17 41.5
 AJ6044
 AJ6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6044!SPC NC       -   1.00000329  x   0.99990573  =   0.99990902
 AJ6044!UTM  18      -   1.00000329  x   1.00009567  =   1.00009896
 AJ6044
 AJ6044                          SUPERSEDED SURVEY CONTROL
 AJ6044
 AJ6044  NAD 83(2001)-  35 43 07.61906(N)    077 13 01.95133(W) AD(       ) 1
 AJ6044  ELLIP H (03/13/03)  -20.969  (m)                       GP(       ) 4 2
 AJ6044  NAD 83(1986)-  35 43 07.62983(N)    077 13 01.96127(W) AD(       ) 1
 AJ6044
 AJ6044.Superseded values are not recommended for survey control.
 AJ6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6044.See file dsdata.txt to determine how the superseded data were derived.
 AJ6044
 AJ6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9944555024(NAD 83)
 AJ6044_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6044_STAMPING: BEAR 2001
 AJ6044_MARK LOGO: NCGS  
 AJ6044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6044+STABILITY: SURFACE MOTION
 AJ6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6044+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ6044
 AJ6044  HISTORY     - Date     Condition        Report By
 AJ6044  HISTORY     - 2001     MONUMENTED       NCGS
 AJ6044
 AJ6044                          STATION DESCRIPTION
 AJ6044
 AJ6044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AJ6044'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) EAST OF STOKES AND 12.1 MI
 AJ6044'(19.5 KM) NORTHEAST OF GREENVILLE AT THE JAMES CROSSROADS.
 AJ6044'ALONG NC 903 FOR 1.55 MI (2.49 KM) SOUTH FROM THE INTERSECTION WITH NC
 AJ6044'30, IN STOKES, TO SR 1551 (BEARGRASS RD), THENCE ALONG SR 1551 SOUTH
 AJ6044'FOR 1.35 MI (2.17 KM) TO SR 1550 (SHEPPARD MILL RD) AND STATION, IN
 AJ6044'THE SOUTHWEST QUADRANT.
 AJ6044'MARK IS ABOUT LEVEL WITH THE INTERSECTION AND IS RECESSED 2 INCHES
 AJ6044'BELOW THE GROUND. LOCATED 30.0 FT (9.1 M) SOUTH-SOUTHWEST OF THE
 AJ6044'CENTERLINE OF SR 1551, 44.0 FT (13.4 M) WEST-NORTHWEST OF THE
 AJ6044'CENTERLINE OF SR 1550, 96.3 FT (29.4 M) SOUTHEAST OF A TELEPHONE
 AJ6044'PEDESTAL (1551R55), 5.9 FT (1.8 M) WEST OF A METAL SIGN AND 89.7 FT
 AJ6044'(27.3 M) NORTH-NORTHEAST OF A POWER POLE WITH TRANSFORMER, LIGHT AND
 AJ6044'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8647 ***********************************************************************
 DF8647  DESIGNATION -  BEAR
 DF8647  PID         -  DF8647
 DF8647  STATE/COUNTY-  NC/PERQUIMANS
 DF8647  USGS QUAD   -  CENTER HILL (1982)
 DF8647
 DF8647                         *CURRENT SURVEY CONTROL
 DF8647  ___________________________________________________________________
 DF8647* NAD 83(2007)-  36 11 45.03921(N)    076 35 01.18116(W)     ADJUSTED  
 DF8647* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 DF8647  ___________________________________________________________________
 DF8647  EPOCH DATE  -        2002.00
 DF8647  X           -   1,195,665.695 (meters)                     COMP
 DF8647  Y           -  -5,012,538.375 (meters)                     COMP
 DF8647  Z           -   3,745,731.616 (meters)                     COMP
 DF8647  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DF8647  ELLIP HEIGHT-         -32.127 (meters)          (02/10/07) ADJUSTED
 DF8647  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 DF8647
 DF8647  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8647  Type    PID    Designation                      North   East  Ellip
 DF8647  -------------------------------------------------------------------
 DF8647  NETWORK DF8647 BEAR                              0.71   0.63   1.23
 DF8647  -------------------------------------------------------------------
 DF8647
 DF8647.The horizontal coordinates were established by GPS observations
 DF8647.and adjusted by the National Geodetic Survey in February 2007.
 DF8647
 DF8647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8647.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8647.The horizontal coordinates are valid at the epoch date displayed above.
 DF8647.The epoch date for horizontal control is a decimal equivalence
 DF8647.of Year/Month/Day.
 DF8647
 DF8647.The orthometric height was determined by GPS observations and a
 DF8647.high-resolution geoid model.
 DF8647
 DF8647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8647
 DF8647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8647
 DF8647.The ellipsoidal height was determined by GPS observations
 DF8647.and is referenced to NAD 83.
 DF8647
 DF8647.The geoid height was determined by GEOID03.
 DF8647
 DF8647;                    North         East     Units Scale Factor Converg.
 DF8647;SPC NC       -   273,976.220   826,907.604   MT  1.00000827   +1 23 40.7
 DF8647;SPC NC       -   898,870.32  2,712,946.03   sFT  1.00000827   +1 23 40.7
 DF8647;UTM  18      - 4,006,833.015   357,616.566   MT  0.99984979   -0 56 07.4
 DF8647
 DF8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8647!SPC NC       -   1.00000504  x   1.00000827  =   1.00001331
 DF8647!UTM  18      -   1.00000504  x   0.99984979  =   0.99985483
 DF8647
 DF8647                          SUPERSEDED SURVEY CONTROL
 DF8647
 DF8647  NAD 83(1986)-  36 11 45.05514(N)    076 35 01.19680(W) AD(       ) 1
 DF8647  NAD 83(2001)-  36 11 45.03982(N)    076 35 01.18083(W) AD(       ) 1
 DF8647  ELLIP H (10/17/03)  -32.127  (m)                       GP(       ) 5 1
 DF8647
 DF8647.Superseded values are not recommended for survey control.
 DF8647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8647.See file dsdata.txt to determine how the superseded data were derived.
 DF8647
 DF8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5761706833(NAD 83)
 DF8647_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8647_STAMPING: BEAR 1994
 DF8647_MARK LOGO: NCGS  
 DF8647_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8647+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8647
 DF8647  HISTORY     - Date     Condition        Report By
 DF8647  HISTORY     - 1994     MONUMENTED       NCGS
 DF8647  HISTORY     - 20050129 GOOD             USPSQD
 DF8647
 DF8647                          STATION DESCRIPTION
 DF8647
 DF8647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8647'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF HERTFORD, AND 2.0 MI
 DF8647'(3.2 KM) SOUTHEAST OF CENTER HILL.
 DF8647'AT THE CHOWAN/PERQUIMANS COUNTY LINE ON SR 1110 (CENTER HILL HIGHWAY),
 DF8647'IN THE SOUTHWEST SHOULDER APPROXIMATELY MIDWAY BETWEEN THE COUNTY LINE
 DF8647'AND SR 1104 (WEST BEAR SWAMP ROAD).
 DF8647'MARK IS ABOUT 1/2-FOOT LOWER THAN SR 1110 AND IS RECESSED 2 INCHES
 DF8647'BELOW THE GROUND. LOCATED 16.8 FT (5.1 M) SOUTHWEST OF THE CENTERLINE
 DF8647'OF SR 1110, 132 FT (40.2 M) NORTHWEST OF THE CENTERLINE OF SR 1104,
 DF8647'120 FT (36.6 M) SOUTHEAST OF THE COUNTY LINE, AND 17.7 FT (5.4 M)
 DF8647'EAST-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
 DF8647
 DF8647                          STATION RECOVERY (2005)
 DF8647
 DF8647'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 DF8647'GPS N36.11.752  W76.35.020
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3743 ***********************************************************************
 DI3743  DESIGNATION -  BEAR
 DI3743  PID         -  DI3743
 DI3743  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3743  USGS QUAD   -  EASTATOE GAP (1946)
 DI3743
 DI3743                         *CURRENT SURVEY CONTROL
 DI3743  ___________________________________________________________________
 DI3743* NAD 83(2007)-  35 04 05.09381(N)    082 46 12.21215(W)     ADJUSTED  
 DI3743* NAVD 88     -       964.4    (meters)    3164.     (feet)  GPS OBS   
 DI3743  ___________________________________________________________________
 DI3743  EPOCH DATE  -        2002.00
 DI3743  X           -     657,808.463 (meters)                     COMP
 DI3743  Y           -  -5,185,297.059 (meters)                     COMP
 DI3743  Z           -   3,644,588.104 (meters)                     COMP
 DI3743  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DI3743  ELLIP HEIGHT-         934.069 (meters)          (07/11/08) ADJUSTED
 DI3743  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 DI3743  HORZ ORDER  -  FIRST
 DI3743  ELLP ORDER  -  FOURTH    CLASS II
 DI3743
 DI3743.The horizontal coordinates were established by GPS observations
 DI3743.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3743
 DI3743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3743.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3743.The horizontal coordinates are valid at the epoch date displayed above.
 DI3743.The epoch date for horizontal control is a decimal equivalence
 DI3743.of Year/Month/Day.
 DI3743
 DI3743.The orthometric height was determined by GPS observations and a
 DI3743.high-resolution geoid model.
 DI3743
 DI3743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3743
 DI3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3743
 DI3743.The ellipsoidal height was determined by GPS observations
 DI3743.and is referenced to NAD 83.
 DI3743
 DI3743.The geoid height was determined by GEOID03.
 DI3743
 DI3743;                    North         East     Units Scale Factor Converg.
 DI3743;SPC NC       -   152,743.032   265,849.447   MT  0.99987770   -2 10 33.5
 DI3743;SPC NC       -   501,124.43    872,207.73   sFT  0.99987770   -2 10 33.5
 DI3743;UTM  17      - 3,882,025.736   338,604.294   MT  0.99992104   -1 01 01.9
 DI3743
 DI3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3743!SPC NC       -   0.99985340  x   0.99987770  =   0.99973112
 DI3743!UTM  17      -   0.99985340  x   0.99992104  =   0.99977446
 DI3743
 DI3743                          SUPERSEDED SURVEY CONTROL
 DI3743
 DI3743  NAD 83(1986)-  35 04 05.10109(N)    082 46 12.21205(W) AD(       ) 1
 DI3743  NAD 83(2001)-  35 04 05.09394(N)    082 46 12.21275(W) AD(       ) 1
 DI3743  ELLIP H (02/05/05)  934.105  (m)                       GP(       ) 4 2
 DI3743
 DI3743.Superseded values are not recommended for survey control.
 DI3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3743.See file dsdata.txt to determine how the superseded data were derived.
 DI3743
 DI3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU3860482026(NAD 83)
 DI3743_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3743_SETTING: 80 = SET IN A BOULDER
 DI3743_STAMPING: BEAR 2000
 DI3743_MARK LOGO: NCGS  
 DI3743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3743+STABILITY: SURFACE MOTION
 DI3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3743+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DI3743
 DI3743  HISTORY     - Date     Condition        Report By
 DI3743  HISTORY     - 2000     MONUMENTED       NCGS
 DI3743
 DI3743                          STATION DESCRIPTION
 DI3743
 DI3743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 DI3743'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF ROSMAN AND
 DI3743'11.6 MI (18.7 KM) SOUTH OF BREVARD NEAR THE NORTH CAROLINA/SOUTH
 DI3743'CAROLINA STATE LINE. PROCEED ALONG US 178 FOR 3.35 MI (5.39 KM) SOUTH
 DI3743'FROM THE NC/SC STATE LINE TO THE ROCKY BOTTOM COMMUNITY, THENCE
 DI3743'NORTHEAST FOR 3.25 MI (5.23 KM) ALONG STATE 199 - F. VAN CLAYTON
 DI3743'HIGHWAY TO FOLLY GAP, CONTINUE NORTHEAST FOR 1.5 MI (2.4 KM) ALONG
 DI3743'STATE 199 TO A PARKING AREA AND THE START OF A MARKED HIKING TRAIL,
 DI3743'THENCE ON FOOT EAST FOR 600-METERS (STRAIGHT LINE DISTANCE) ALONG THE
 DI3743'TRAIL TO A LARGE BOULDER 121-FT NORTHEAST OF THE TRAIL, IN THE TOP OF
 DI3743'THE LARGE 15-FT WIDE FLAT BOULDER. MARK IS ABOUT 2-FT HIGHER THAN THE
 DI3743'GROUND. LOCATED 121.0 FT (36.9 M) NORTHEAST OF THE CENTERLINE OF
 DI3743'HIKING TRAIL--AND 12.7 FT (3.9 M) SOUTH-SOUTHEAST OF A 24-INCH WHITE
 DI3743'PINE, 16.4 FT (5.0 M) SOUTHWEST OF A 10-INCH LOCUST, 9.0 FT (2.7 M)
 DI3743'NORTH-NORTHEAST OF A 8-INCH TRIPLE MAPLE--ALL THREE WITH REFERENCE
 DI3743'WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2232 ***********************************************************************
 EA2232  DESIGNATION -  BEAR CREEK
 EA2232  PID         -  EA2232
 EA2232  STATE/COUNTY-  NC/ONSLOW
 EA2232  USGS QUAD   -  HUBERT (1988)
 EA2232
 EA2232                         *CURRENT SURVEY CONTROL
 EA2232  ___________________________________________________________________
 EA2232* NAD 83(2001)-  34 37 48.88694(N)    077 12 43.76068(W)     ADJUSTED  
 EA2232* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 EA2232  ___________________________________________________________________
 EA2232  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EA2232  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2232  HORZ ORDER  -  SECOND
 EA2232
 EA2232.The horizontal coordinates were established by classical geodetic methods
 EA2232.and adjusted by the National Geodetic Survey in August 2005.
 EA2232
 EA2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2232
 EA2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2232
 EA2232.The geoid height was determined by GEOID03.
 EA2232
 EA2232;                    North         East     Units Scale Factor Converg.
 EA2232;SPC NC       -    99,123.306   773,520.844   MT  0.99993101   +1 01 54.8
 EA2232;SPC NC       -   325,207.05  2,537,792.97   sFT  0.99993101   +1 01 54.8
 EA2232;UTM  18      - 3,834,265.336   297,215.300   MT  1.00010687   -1 15 27.2
 EA2232
 EA2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2232!SPC NC       -   1.00000517  x   0.99993101  =   0.99993618
 EA2232!UTM  18      -   1.00000517  x   1.00010687  =   1.00011204
 EA2232
 EA2232|---------------------------------------------------------------------|
 EA2232| PID    Reference Object                     Distance      Geod. Az  |
 EA2232|                                                           dddmmss.s |
 EA2232| EA3199 BEAR CREEK RM 1                      28.322 METERS 08006     |
 EA2232| EA2347 THURST                              APPROX. 6.8 KM 2153931.1 |
 EA2232| EA3198 BEAR CREEK AZ MK                                   2715358.9 |
 EA2232| EA3200 BEAR CREEK RM 2                      32.175 METERS 35151     |
 EA2232|---------------------------------------------------------------------|
 EA2232
 EA2232                          SUPERSEDED SURVEY CONTROL
 EA2232
 EA2232  NAD 83(1986)-  34 37 48.89960(N)    077 12 43.77256(W) AD(       ) 2
 EA2232  NAD 27      -  34 37 48.30984(N)    077 12 44.93958(W) AD(       ) 2
 EA2232  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG    3  
 EA2232
 EA2232.Superseded values are not recommended for survey control.
 EA2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2232.See file dsdata.txt to determine how the superseded data were derived.
 EA2232
 EA2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9721534265(NAD 83)
 EA2232_MARKER: DS = TRIANGULATION STATION DISK
 EA2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2232
 EA2232  HISTORY     - Date     Condition        Report By
 EA2232  HISTORY     - 1962     MONUMENTED       CGS
 EA2232  HISTORY     - 1965     GOOD             CGS
 EA2232
 EA2232                          STATION DESCRIPTION
 EA2232
 EA2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2232'STATION IS LOCATED NEAR THE G 7 RANGE CONTROL TOWER OF CAMP
 EA2232'LE JEUNE MARINE BASE, ABOUT 6-1/2 MILES SOUTHWEST OF SWANSBORO,
 EA2232'ABOUT 6 MILES SOUTH OF HUBERT AND ABOUT 1/2 MILE EAST OF STATE
 EA2232'HIGHWAY NO. 172.  IT IS 88 FEET WEST OF THE NORTHWEST LEG OF
 EA2232'CONTROL TOWER, 68 FEET SOUTHEAST OF TELEPHONE POLE AND 41 FEET
 EA2232'SOUTH OF JUNCTION OF SAND ROADS.  STATION IS MARKED BY A
 EA2232'STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE
 EA2232'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 EA2232'GROUND AND THE DISK IS STAMPED BEAR CREEK 1962.
 EA2232'
 EA2232'TO REACH THE STATION FROM THE JUNCTION OF STATION HIGHWAY
 EA2232'NO. 24 AND STATE HIGHWAY NO. 172 (EAST OF HUBERT).  GO
 EA2232'SOUTHERLY ON STATE HIGHWAY NO. 172 FOR 4.4 MILE TO ENTRANCE
 EA2232'GATE TO CAMP LE JEUNE, CONTINUE SOUTHERLY ON STATE HIGHWAY NO.
 EA2232'172 FOR 1.65 MILE TO A SIDEROAD LEFT.  AND SIGN RANGE G 7.  TURN
 EA2232'LEFT ON DIRT ROAD AND GO EASTERLY FOR 0.2 MILE TO A
 EA2232'CLEARED AREA, TURN LEFT AND GO NORTHEAST FOR 0.2 MILE TO A
 EA2232'TELEPHONE LINE AND TRACK ROAD.  TURN RIGHT ON TRACK ROAD AND
 EA2232'FOLLOW TELEPHONE LINE EAST AND NORTH FOR 0.6 MILE TO THE
 EA2232'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON TRACK ROAD FOR
 EA2232'0.15 MILE TO A ROAD JUNCTION AND STATION ON THE RIGHT AS
 EA2232'DESCRIBED.
 EA2232'
 EA2232'REFERENCE MARK NO. 1 IS UNDER CONTROL TOWER.  IT IS MARKED BY
 EA2232'A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE
 EA2232'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 EA2232'GROUND AND THE DISK IS STAMPED BEAR CREEK NO 1 1962.
 EA2232'
 EA2232'REFERENCE MARK NO. 2 IS 65 FEET NORTH OF JUNCTION OF ROADS
 EA2232'AND 18 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF ROAD.  IT
 EA2232'IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12
 EA2232'INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE
 EA2232'OF THE GROUND AND THE DISK IS STAMPED BEAR CREEK NO 2 1962.
 EA2232'
 EA2232'AZIMUTH MARK IS 78 FEET WEST OF TELEPHONE POLE AND 10 FEET
 EA2232'NORTHWEST OF THE APPROXIMATE CENTERLINE OF ROAD.  IT IS MARKED
 EA2232'BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH CONCRETE
 EA2232'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 EA2232'GROUND AND THE DISK IS STAMPED BEAR CREEK 1962.
 EA2232'
 EA2232'HEIGHT OF LIGHT ABOVE STATION MARK 25.93 METERS.
 EA2232
 EA2232                          STATION RECOVERY (1965)
 EA2232
 EA2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2232'STATION MARK, R.M. 1 AND R.M. 2, AND THE AZIMUTH MARK WERE
 EA2232'RECOVERED IN GOOD CONDITION.  DISTANCES WERE CHECKED AND
 EA2232'STAMPINGS VERIFIED.
 EA2232'
 EA2232'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THESE ADDITIONS--
 EA2232'
 EA2232'A ROUND WOODEN WITNESS POST PROJECTING 3 FEET IS ABOUT
 EA2232'3 FEET SOUTHEAST OF STATION MARK.
 EA2232'
 EA2232'A ROUND WOODEN WITNESS POST PROJECTING 3 FEET IS ABOUT 2
 EA2232'FEET WEST OF AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3011 ***********************************************************************
 EZ3011  DESIGNATION -  BEAR CREEK
 EZ3011  PID         -  EZ3011
 EZ3011  STATE/COUNTY-  NC/CHATHAM
 EZ3011  USGS QUAD   -  BEAR CREEK (1980)
 EZ3011
 EZ3011                         *CURRENT SURVEY CONTROL
 EZ3011  ___________________________________________________________________
 EZ3011* NAD 83(2001)-  35 37 14.67269(N)    079 23 28.80810(W)     ADJUSTED  
 EZ3011* NAVD 88     -       146.442  (meters)     480.45   (feet)  ADJUSTED  
 EZ3011  ___________________________________________________________________
 EZ3011  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EZ3011  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EZ3011  DYNAMIC HT  -         146.317 (meters)     480.04  (feet)  COMP
 EZ3011  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 EZ3011
 EZ3011  HORZ ORDER  -  SECOND
 EZ3011  VERT ORDER  -  SECOND    CLASS II
 EZ3011
 EZ3011.The horizontal coordinates were established by classical geodetic methods
 EZ3011.and adjusted by the National Geodetic Survey in August 2005.
 EZ3011
 EZ3011.The orthometric height was determined by differential leveling
 EZ3011.and adjusted in May 2000.
 EZ3011
 EZ3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3011
 EZ3011.The geoid height was determined by GEOID03.
 EZ3011
 EZ3011.The dynamic height is computed by dividing the NAVD 88
 EZ3011.geopotential number by the normal gravity value computed on the
 EZ3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3011.degrees latitude (g = 980.6199 gals.).
 EZ3011
 EZ3011.The modeled gravity was interpolated from observed gravity values.
 EZ3011
 EZ3011;                    North         East     Units Scale Factor Converg.
 EZ3011;SPC NC       -   207,593.162   574,152.669   MT  0.99989327   -0 13 33.1
 EZ3011;SPC NC       -   681,078.57  1,883,699.21   sFT  0.99989327   -0 13 33.1
 EZ3011;UTM  17      - 3,943,075.873   645,682.320   MT  0.99986154   +0 56 13.5
 EZ3011
 EZ3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3011!SPC NC       -   0.99998184  x   0.99989327  =   0.99987511
 EZ3011!UTM  17      -   0.99998184  x   0.99986154  =   0.99984338
 EZ3011
 EZ3011:                Primary Azimuth Mark                     Grid Az
 EZ3011:SPC NC       -  BEAR CREEK AZ MK                         129 41 14.0
 EZ3011:UTM  17      -  BEAR CREEK AZ MK                         128 31 27.4
 EZ3011
 EZ3011|---------------------------------------------------------------------|
 EZ3011| PID    Reference Object                     Distance      Geod. Az  |
 EZ3011|                                                           dddmmss.s |
 EZ3011| EZ5857 BEAR CREEK AZ MK                    474.888 METERS 1292740.9 |
 EZ3011| EZ5858 BEAR CREEK RM 1                      25.022 METERS 19930     |
 EZ3011| EZ5859 BEAR CREEK RM 2                      26.765 METERS 29246     |
 EZ3011|---------------------------------------------------------------------|
 EZ3011
 EZ3011                          SUPERSEDED SURVEY CONTROL
 EZ3011
 EZ3011  NAD 83(1986)-  35 37 14.67954(N)    079 23 28.81588(W) AD(       ) 2
 EZ3011  NAD 83(1986)-  35 37 14.67224(N)    079 23 28.81173(W) AD(       ) 3
 EZ3011  NAD 27      -  35 37 14.14100(N)    079 23 29.71910(W) AD(       ) 3
 EZ3011  NAVD 88 (09/27/99)  146.43   (m)          480.4    (f) LEVELING    3  
 EZ3011
 EZ3011.Superseded values are not recommended for survey control.
 EZ3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3011.See file dsdata.txt to determine how the superseded data were derived.
 EZ3011
 EZ3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4568243076(NAD 83)
 EZ3011_MARKER: DS = TRIANGULATION STATION DISK
 EZ3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3011_STAMPING: BEAR CREEK 1962
 EZ3011_MARK LOGO: CGS   
 EZ3011_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3011+STABILITY: SURFACE MOTION
 EZ3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3011+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 EZ3011
 EZ3011  HISTORY     - Date     Condition        Report By
 EZ3011  HISTORY     - 1962     MONUMENTED       CGS
 EZ3011  HISTORY     - 19890717 GOOD             NCGS
 EZ3011
 EZ3011                          STATION DESCRIPTION
 EZ3011
 EZ3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3011'STATION IS LOCATED 0.45 MILE NORTHWEST OF THE POST OFFICE IN
 EZ3011'THE SMALL VILLAGE OF BEAR CREEK, BETWEEN U.S. HIGHWAY 421 AND
 EZ3011'THE ATLANTIC AND YADKIN RAILROAD TRACK, ABOUT 8 MILES
 EZ3011'SOUTHEAST OF SILER CITY, 4 MILES WEST-NORTHWEST OF GOLDSTON AND
 EZ3011'ON PROPERTY OWNED BY A MR. JAMES LYNCH.
 EZ3011'
 EZ3011'STATION IS REACHED FROM THE POST OFFICE IN THE VILLAGE OF
 EZ3011'BEAR CREEK.  GO NORTHWEST ON U.S. HIGHWAY 421 FOR 0.05 MILE
 EZ3011'TO THE JUNCTION OF HIGHWAY 421 AND STATE ROUTE 902.  CONTINUE
 EZ3011'STRAIGHT AHEAD, ON HIGHWAY 421 FOR 0.1 MILE TO A GRAIN
 EZ3011'ELEVATOR AND AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT
 EZ3011'AHEAD, ON HIGHWAY 421 FOR 0.3 MILE TO A SERVICE STATION ON
 EZ3011'THE RIGHT, A DIRT ROAD AND THE STATION ON THE LEFT HAND SIDE
 EZ3011'OF THE HIGHWAY.
 EZ3011'
 EZ3011'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE
 EZ3011'CONCRETE MONUMENTS.
 EZ3011'
 EZ3011'STATION MARK DISK IS STAMPED BEAR CREEK 1962 AND MARK PROJECTS
 EZ3011'ABOUT 5 INCHES.  IT IS 60 FEET SOUTHWEST OF THE CENTER OF
 EZ3011'HIGHWAY 421, 2.0 FEET NORTH OF A METAL WITNESS POST, 91 FEET
 EZ3011'NORTHEAST OF THE NORTHEAST RAIL OF THE ATLANTIC AND YADKIN
 EZ3011'RAILROAD TRACK AND 33 FEET NORTHWEST OF THE CENTER OF A DIRT
 EZ3011'ROAD.
 EZ3011'
 EZ3011'REFERENCE MARK NUMBER 1 IS STAMPED BEAR CREEK NO 1 1962 AND
 EZ3011'PROJECTS ABOUT 1 INCH.  IT IS 14 FEET NORTHEAST OF THE
 EZ3011'RAILROAD TRACK AND 13 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 EZ3011'ROAD.
 EZ3011'
 EZ3011'REFERENCE MARK NUMBER 2 IS STAMPED BEAR CREEK NO 2 1962 AND
 EZ3011'PROJECTS ABOUT 3 INCHES.  IT IS 66 FEET NORTHEAST OF THE
 EZ3011'RAILROAD TRACK AND 31 FEET NORTHEAST OF THE CENTER OF THE DIRT
 EZ3011'ROAD.
 EZ3011'
 EZ3011'AZIMUTH MARK IS STAMPED BEAR CREEK 1962 AND PROJECTS ABOUT 4
 EZ3011'INCHES.  IT IS 30 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 421,
 EZ3011'4.0 FEET NORTHWEST OF A METAL WITNESS POST, 44.5 FEET NORTH
 EZ3011'OF THE NORTHEAST CORNER OF A GRAIN ELEVATOR AND 7.2 FEET
 EZ3011'NORTHWEST OF A 10-INCH OAK TREE.
 EZ3011'
 EZ3011'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EZ3011
 EZ3011                          STATION RECOVERY (1989)
 EZ3011
 EZ3011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ3011'STATION SURFACE MARK, RM 2, AND THE AZIMUTH MARK WERE ALL FOUND IN
 EZ3011'GOOD CONDITION.  RM 1 WAS FOUND WITH TOP BROKEN OFF AND DISK MISSING.
 EZ3011'SERVICE STATION IS NOW ABANDONED AND THE DIRT ROAD IS NO LONGER
 EZ3011'VISIBLE ON GROUND. STATION MARK IS 0.6 M (2.0 FT) WEST OF AN OLD
 EZ3011'CONCRETE BASE, AND 3.66 M (12.01 FT) SOUTH OF A TWIN TRUNK OAK WITH
 EZ3011'REFERENCE TAG. RM 2 WAS FOUND GOOD-SEE PUBLISHED DESCRIPTION FOR
 EZ3011'LOCATION AND POSITION DATA. THE AZIMUTH MARK WAS FOUND GOOD-SEE
 EZ3011'PUBLISHED DESCRIPTION FOR LOCATION AND POSITION DATA. A NEW RM
 EZ3011'3--STAMPED BEAR CREEK NO 3 1989--WAS ESTABLISHED ON THIS PROJECT AND
 EZ3011'WAS OCCUPIED BY GPS.  SEE PUBLISHED DESCRIPTION FOR LOCATION AND
 EZ3011'POSITION DATA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8539 ***********************************************************************
 AI8539  DESIGNATION -  BEAR CREEK
 AI8539  PID         -  AI8539
 AI8539  STATE/COUNTY-  NC/POLK
 AI8539  USGS QUAD   -  SALUDA (1987)
 AI8539
 AI8539                         *CURRENT SURVEY CONTROL
 AI8539  ___________________________________________________________________
 AI8539* NAD 83(2007)-  35 13 21.38914(N)    082 18 51.80572(W)     ADJUSTED  
 AI8539* NAVD 88     -       437.1    (meters)    1434.     (feet)  GPS OBS   
 AI8539  ___________________________________________________________________
 AI8539  EPOCH DATE  -        2002.00
 AI8539  X           -     697,647.720 (meters)                     COMP
 AI8539  Y           -  -5,169,692.409 (meters)                     COMP
 AI8539  Z           -   3,658,303.776 (meters)                     COMP
 AI8539  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 AI8539  ELLIP HEIGHT-         405.830 (meters)          (02/10/07) ADJUSTED
 AI8539  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AI8539
 AI8539  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8539  Type    PID    Designation                      North   East  Ellip
 AI8539  -------------------------------------------------------------------
 AI8539  NETWORK AI8539 BEAR CREEK                        0.98   0.67   1.43
 AI8539  -------------------------------------------------------------------
 AI8539
 AI8539.The horizontal coordinates were established by GPS observations
 AI8539.and adjusted by the National Geodetic Survey in February 2007.
 AI8539
 AI8539.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8539.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8539.The horizontal coordinates are valid at the epoch date displayed above.
 AI8539.The epoch date for horizontal control is a decimal equivalence
 AI8539.of Year/Month/Day.
 AI8539
 AI8539.The orthometric height was determined by GPS observations and a
 AI8539.high-resolution geoid model.
 AI8539
 AI8539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8539
 AI8539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8539
 AI8539.The ellipsoidal height was determined by GPS observations
 AI8539.and is referenced to NAD 83.
 AI8539
 AI8539.The geoid height was determined by GEOID03.
 AI8539
 AI8539;                    North         East     Units Scale Factor Converg.
 AI8539;SPC NC       -   168,392.428   307,952.737   MT  0.99987272   -1 54 46.7
 AI8539;SPC NC       -   552,467.49  1,010,341.60   sFT  0.99987272   -1 54 46.7
 AI8539;UTM  17      - 3,898,521.326   380,381.884   MT  0.99977634   -0 45 29.4
 AI8539
 AI8539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8539!SPC NC       -   0.99993630  x   0.99987272  =   0.99980903
 AI8539!UTM  17      -   0.99993630  x   0.99977634  =   0.99971266
 AI8539
 AI8539                          SUPERSEDED SURVEY CONTROL
 AI8539
 AI8539  NAD 83(2001)-  35 13 21.38921(N)    082 18 51.80602(W) AD(       ) 1
 AI8539  ELLIP H (03/13/03)  405.826  (m)                       GP(       ) 4 2
 AI8539  NAD 83(1986)-  35 13 21.39623(N)    082 18 51.80565(W) AD(       ) 1
 AI8539  ELLIP H (11/17/00)  405.812  (m)                       GP(       ) 4 2
 AI8539
 AI8539.Superseded values are not recommended for survey control.
 AI8539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8539.See file dsdata.txt to determine how the superseded data were derived.
 AI8539
 AI8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8038298521(NAD 83)
 AI8539_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8539_STAMPING: BEAR CREEK 1992
 AI8539_MARK LOGO: NCGS  
 AI8539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8539+STABILITY: SURFACE MOTION
 AI8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8539+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI8539
 AI8539  HISTORY     - Date     Condition        Report By
 AI8539  HISTORY     - 1992     MONUMENTED       NCGS
 AI8539
 AI8539                          STATION DESCRIPTION
 AI8539
 AI8539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8539'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) EAST-SOUTHEAST OF SALUDA AND
 AI8539'6.9 MI (11.1 KM) WEST-SOUTHWEST OF COLUMBUS.  PROCEED ALONG SR 1181
 AI8539'(OZONE ROAD) FOR 1.2 MI (1.9 KM) SOUTH FROM THE I-26 OVERPASS (SALUDA
 AI8539'EXIT) , THENCE EAST FOR 2.85 MI (4.59 KM) ALONG US 176 TO MELROSE
 AI8539'JUNCTION AND STATION IN FRONT OF AN ANTIQUE STORE.  MARK IS ABOUT
 AI8539'LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 26.6 FT (8.1 M)
 AI8539'FTNORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY, 77.5 FT (23.6 M)
 AI8539'SOUTHWEST OF THE WEST MOST CORNER OF ANTIQUES STORE, 37.4 FT (11.4 M)
 AI8539'SOUTHWEST OF A FLAG POLE, AND 60.5 FT (18.4 M) EAST-SOUTHEAST OF A
 AI8539'UTILITY POLE WITH REFERENCE TAG WEST GATE POST, AND 40.0 FT (12.2 M)
 AI8539'NORTHEAST OF A LARGE WATER INTAKE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5857 ***********************************************************************
 EZ5857  DESIGNATION -  BEAR CREEK AZ MK
 EZ5857  PID         -  EZ5857
 EZ5857  STATE/COUNTY-  NC/CHATHAM
 EZ5857  USGS QUAD   -  BEAR CREEK (1980)
 EZ5857
 EZ5857                         *CURRENT SURVEY CONTROL
 EZ5857  ___________________________________________________________________
 EZ5857* NAD 83(2001)-  35 37 04.87949(N)    079 23 14.23907(W)     ADJUSTED  
 EZ5857* NAVD 88     -       141.547  (meters)     464.39   (feet)  ADJUSTED  
 EZ5857  ___________________________________________________________________
 EZ5857  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 EZ5857  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 EZ5857  DYNAMIC HT  -         141.427 (meters)     464.00  (feet)  COMP
 EZ5857  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 EZ5857
 EZ5857  HORZ ORDER  -  SECOND
 EZ5857  VERT ORDER  -  SECOND    CLASS II
 EZ5857
 EZ5857.The horizontal coordinates were established by classical geodetic methods
 EZ5857.and adjusted by the National Geodetic Survey in August 2005.
 EZ5857
 EZ5857.The orthometric height was determined by differential leveling
 EZ5857.and adjusted in May 2000.
 EZ5857
 EZ5857.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5857
 EZ5857.The geoid height was determined by GEOID03.
 EZ5857
 EZ5857.The dynamic height is computed by dividing the NAVD 88
 EZ5857.geopotential number by the normal gravity value computed on the
 EZ5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5857.degrees latitude (g = 980.6199 gals.).
 EZ5857
 EZ5857.The modeled gravity was interpolated from observed gravity values.
 EZ5857
 EZ5857;                    North         East     Units Scale Factor Converg.
 EZ5857;SPC NC       -   207,289.933   574,518.077   MT  0.99989296   -0 13 24.7
 EZ5857;SPC NC       -   680,083.72  1,884,898.06   sFT  0.99989296   -0 13 24.7
 EZ5857;UTM  17      - 3,942,780.131   646,053.795   MT  0.99986287   +0 56 21.7
 EZ5857
 EZ5857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5857!SPC NC       -   0.99998261  x   0.99989296  =   0.99987557
 EZ5857!UTM  17      -   0.99998261  x   0.99986287  =   0.99984548
 EZ5857
 EZ5857:                Primary Azimuth Mark                     Grid Az
 EZ5857:SPC NC       -  BEAR CREEK RM 3                          307 33 22.2
 EZ5857:UTM  17      -  BEAR CREEK RM 3                          306 23 35.8
 EZ5857
 EZ5857|---------------------------------------------------------------------|
 EZ5857| PID    Reference Object                     Distance      Geod. Az  |
 EZ5857|                                                           dddmmss.s |
 EZ5857| AI1826 BEAR CREEK RM 3                     454.724 METERS 3071957.5 |
 EZ5857| EZ3011 BEAR CREEK                          474.888 METERS 3092749.4 |
 EZ5857|---------------------------------------------------------------------|
 EZ5857
 EZ5857                          SUPERSEDED SURVEY CONTROL
 EZ5857
 EZ5857  NAD 83(1986)-  35 37 04.88633(N)    079 23 14.24687(W) AD(       ) 2
 EZ5857  NAVD 88 (09/27/99)  141.55   (m)          464.4    (f) LEVELING    3  
 EZ5857
 EZ5857.Superseded values are not recommended for survey control.
 EZ5857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5857.See file dsdata.txt to determine how the superseded data were derived.
 EZ5857
 EZ5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4605442780(NAD 83)
 EZ5857_MARKER: DZ = AZIMUTH MARK DISK
 EZ5857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5857_STAMPING: BEAR CREEK 1962
 EZ5857_MARK LOGO: CGS   
 EZ5857_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5857+STABILITY: SURFACE MOTION
 EZ5857
 EZ5857  HISTORY     - Date     Condition        Report By
 EZ5857  HISTORY     - 1962     MONUMENTED       CGS
 EZ5857  HISTORY     - 19890717 GOOD             NCGS
 EZ5857
 EZ5857                          STATION DESCRIPTION
 EZ5857
 EZ5857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ5857'STATION IS LOCATED ABOUT 13.56 KM (8.40 MI) SOUTH-SOUTHEAST OF SILER
 EZ5857'CITY IN BEAR CREEK COMMUNITY, ABOUT 500 FEET (152.4 M) NORTHWEST OF
 EZ5857'THE NC 902 AND SR 1176 (OLD US 21) CROSSROADS, BETWEEN THE ROAD AND
 EZ5857'THE RAILROAD, ON NORTH SIDE OF AN ABANDONED GRAIN ELEVATOR. MARK IS
 EZ5857'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ROAD. LOCATED 9.14 M
 EZ5857'(29.99 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 13.56 M (44.49 FT)
 EZ5857'NORTH OF THE NORTH CORNER OF THE OLD GRAIN ELEVATOR, 2.2 M (7.2 FT)
 EZ5857'NORTHWEST OF A 10-INCH WALNUT, AND 1.2 M (3.9 FT) NORTHWEST OF A METAL
 EZ5857'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8559 ***********************************************************************
 AI8559  DESIGNATION -  BEAR CREEK AZ MK
 AI8559  PID         -  AI8559
 AI8559  STATE/COUNTY-  NC/POLK
 AI8559  USGS QUAD   -  SALUDA (1987)
 AI8559
 AI8559                         *CURRENT SURVEY CONTROL
 AI8559  ___________________________________________________________________
 AI8559* NAD 83(2001)-  35 13 21.87522(N)    082 19 00.23695(W)     ADJUSTED  
 AI8559* NAVD 88     -       439.8    (meters)    1443.     (feet)  VERT ANG  
 AI8559  ___________________________________________________________________
 AI8559  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 AI8559  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AI8559  HORZ ORDER  -  SECOND
 AI8559
 AI8559.The horizontal coordinates were established by classical geodetic methods
 AI8559.and adjusted by the National Geodetic Survey in August 2005.
 AI8559
 AI8559.The orthometric height was determined by vertical angle observations.
 AI8559
 AI8559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8559
 AI8559.The geoid height was determined by GEOID03.
 AI8559
 AI8559;                    North         East     Units Scale Factor Converg.
 AI8559;SPC NC       -   168,414.517   307,740.166   MT  0.99987272   -1 54 51.5
 AI8559;SPC NC       -   552,539.96  1,009,644.19   sFT  0.99987272   -1 54 51.5
 AI8559;UTM  17      - 3,898,539.124   380,168.932   MT  0.99977697   -0 45 34.3
 AI8559
 AI8559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8559!SPC NC       -   0.99993588  x   0.99987272  =   0.99980861
 AI8559!UTM  17      -   0.99993588  x   0.99977697  =   0.99971287
 AI8559
 AI8559                          SUPERSEDED SURVEY CONTROL
 AI8559
 AI8559  NAD 83(1986)-  35 13 21.88224(N)    082 19 00.23658(W) AD(       ) 2
 AI8559
 AI8559.Superseded values are not recommended for survey control.
 AI8559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8559.See file dsdata.txt to determine how the superseded data were derived.
 AI8559
 AI8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8016998539(NAD 83)
 AI8559_MARKER: DZ = AZIMUTH MARK DISK
 AI8559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8559_STAMPING: BEAR CREEK 1992
 AI8559_MARK LOGO: NCGS  
 AI8559_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8559+STABILITY: SURFACE MOTION
 AI8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8559+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI8559
 AI8559  HISTORY     - Date     Condition        Report By
 AI8559  HISTORY     - 1992     MONUMENTED       NCGS
 AI8559
 AI8559                          STATION DESCRIPTION
 AI8559
 AI8559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8559'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST-SOUTHEAST OF SALUDA AND
 AI8559'7.0 MI (11.3 KM) WEST-SOUTHWEST OF COLUMBUS.
 AI8559'PROCEED ALONG SR 1181 (OZONE ROAD) FOR 1.2 MI (1.9 KM) SOUTH FROM THE
 AI8559'I-26 OVERPASS (SALUDA EXIT) , THENCE EAST FOR 2.7 MI (4.3 KM) ALONG US
 AI8559'176, OR 0.1 MI (0.2 KM) EAST OF SR 1102 (PEARSON FALLS ROAD) NEAR A
 AI8559'GRAVEL DRIVEWAY LEADING NORTHWEST AND UPHILL.
 AI8559'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 28.2 FT
 AI8559'(8.6 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.3 FT (6.8 M)
 AI8559'SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 38.3 FT (11.7 M)
 AI8559'SOUTH-SOUTHEAST OF A LOCUST GATE POST, AND 99.3 FT (30.3 M)
 AI8559'NORTH-NORTHEAST OF A UTILITY POLE (ACROSS ROAD) BOTH WITH REFERENCE
 AI8559'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5859 ***********************************************************************
 EZ5859  DESIGNATION -  BEAR CREEK RM 2
 EZ5859  PID         -  EZ5859
 EZ5859  STATE/COUNTY-  NC/CHATHAM
 EZ5859  USGS QUAD   -  BEAR CREEK (1980)
 EZ5859
 EZ5859                         *CURRENT SURVEY CONTROL
 EZ5859  ___________________________________________________________________
 EZ5859* NAD 83(2001)-  35 37 15.00897(N)    079 23 29.78869(W)     ADJUSTED  
 EZ5859* NAVD 88     -       146.127  (meters)     479.42   (feet)  ADJUSTED  
 EZ5859  ___________________________________________________________________
 EZ5859  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EZ5859  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EZ5859  DYNAMIC HT  -         146.003 (meters)     479.01  (feet)  COMP
 EZ5859  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 EZ5859
 EZ5859  HORZ ORDER  -  THIRD
 EZ5859  VERT ORDER  -  SECOND    CLASS II
 EZ5859
 EZ5859.The horizontal coordinates were established by classical geodetic methods
 EZ5859.and adjusted by the National Geodetic Survey in August 2005.
 EZ5859
 EZ5859.The orthometric height was determined by differential leveling
 EZ5859.and adjusted in May 2000.
 EZ5859
 EZ5859.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5859
 EZ5859.The geoid height was determined by GEOID03.
 EZ5859
 EZ5859.The dynamic height is computed by dividing the NAVD 88
 EZ5859.geopotential number by the normal gravity value computed on the
 EZ5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5859.degrees latitude (g = 980.6199 gals.).
 EZ5859
 EZ5859.The modeled gravity was interpolated from observed gravity values.
 EZ5859
 EZ5859;                    North         East     Units Scale Factor Converg.
 EZ5859;SPC NC       -   207,603.623   574,128.036   MT  0.99989328   -0 13 33.7
 EZ5859;SPC NC       -   681,112.89  1,883,618.40   sFT  0.99989328   -0 13 33.7
 EZ5859;UTM  17      - 3,943,085.831   645,657.480   MT  0.99986145   +0 56 12.9
 EZ5859
 EZ5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5859!SPC NC       -   0.99998189  x   0.99989328  =   0.99987517
 EZ5859!UTM  17      -   0.99998189  x   0.99986145  =   0.99984334
 EZ5859
 EZ5859                          SUPERSEDED SURVEY CONTROL
 EZ5859
 EZ5859  NAD 83(1986)-  35 37 15.01571(N)    079 23 29.79653(W) AD(       ) 4
 EZ5859  NAVD 88 (09/27/99)  146.13   (m)          479.4    (f) LEVELING    3  
 EZ5859
 EZ5859.Superseded values are not recommended for survey control.
 EZ5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5859.See file dsdata.txt to determine how the superseded data were derived.
 EZ5859
 EZ5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4565743086(NAD 83)
 EZ5859_MARKER: DR = REFERENCE MARK DISK
 EZ5859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5859_STAMPING: BEAR CREEK NO 2 1962
 EZ5859_MARK LOGO: CGS   
 EZ5859_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5859+STABILITY: SURFACE MOTION
 EZ5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ5859+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1989
 EZ5859
 EZ5859  HISTORY     - Date     Condition        Report By
 EZ5859  HISTORY     - 1962     MONUMENTED       CGS
 EZ5859  HISTORY     - 19890717 GOOD             NCGS
 EZ5859
 EZ5859                          STATION DESCRIPTION
 EZ5859
 EZ5859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ5859'STATION IS LOCATED ABOUT 13.07 KM (8.10 MI) SOUTH-SOUTHEAST OF SILER
 EZ5859'CITY IN BEAR CREEK COMMUNITY. ALONG SR 1176 (OLD US 421) FOR 0.7 KM
 EZ5859'(0.45 MI) NORTHWEST FROM NC 902, IN THE WOODS BETWEEN THE ROAD AND THE
 EZ5859'RAILROAD. MARK PROJECTS 3 INCHES ABOVE GROUND AND IS ABOUT LEVEL WITH
 EZ5859'THE ROAD. LOCATED 26.76 M (87.80 FT) WEST-NORTHWEST OF STATION--BEAR
 EZ5859'CREEK 1962--, 20.1 M (65.9 FT) NORTHEAST OF THE RAIL, AND 34.92 M
 EZ5859'(114.57 FT) EAST OF MILEPOST 113.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1826 ***********************************************************************
 AI1826  DESIGNATION -  BEAR CREEK RM 3
 AI1826  PID         -  AI1826
 AI1826  STATE/COUNTY-  NC/CHATHAM
 AI1826  USGS QUAD   -  BEAR CREEK (1980)
 AI1826
 AI1826                         *CURRENT SURVEY CONTROL
 AI1826  ___________________________________________________________________
 AI1826* NAD 83(2007)-  35 37 13.82674(N)    079 23 28.60665(W)     ADJUSTED  
 AI1826* NAVD 88     -       146.582  (meters)     480.91   (feet)  ADJUSTED  
 AI1826  ___________________________________________________________________
 AI1826  EPOCH DATE  -        2002.00
 AI1826  X           -     955,618.277 (meters)                     COMP
 AI1826  Y           -  -5,102,006.351 (meters)                     COMP
 AI1826  Z           -   3,694,112.347 (meters)                     COMP
 AI1826  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AI1826  ELLIP HEIGHT-         115.877 (meters)          (02/10/07) ADJUSTED
 AI1826  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 AI1826  DYNAMIC HT  -         146.457 (meters)     480.50  (feet)  COMP
 AI1826
 AI1826  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1826  Type    PID    Designation                      North   East  Ellip
 AI1826  -------------------------------------------------------------------
 AI1826  NETWORK AI1826 BEAR CREEK RM 3                   1.67   1.45   3.10
 AI1826  -------------------------------------------------------------------
 AI1826  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 AI1826
 AI1826  VERT ORDER  -  SECOND    CLASS II
 AI1826
 AI1826.The horizontal coordinates were established by GPS observations
 AI1826.and adjusted by the National Geodetic Survey in February 2007.
 AI1826
 AI1826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1826.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1826.The horizontal coordinates are valid at the epoch date displayed above.
 AI1826.The epoch date for horizontal control is a decimal equivalence
 AI1826.of Year/Month/Day.
 AI1826
 AI1826.The orthometric height was determined by differential leveling
 AI1826.and adjusted in May 2000.
 AI1826
 AI1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1826
 AI1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1826
 AI1826.The ellipsoidal height was determined by GPS observations
 AI1826.and is referenced to NAD 83.
 AI1826
 AI1826.The geoid height was determined by GEOID03.
 AI1826
 AI1826.The dynamic height is computed by dividing the NAVD 88
 AI1826.geopotential number by the normal gravity value computed on the
 AI1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1826.degrees latitude (g = 980.6199 gals.).
 AI1826
 AI1826.The modeled gravity was interpolated from observed gravity values.
 AI1826
 AI1826;                    North         East     Units Scale Factor Converg.
 AI1826;SPC NC       -   207,567.073   574,157.635   MT  0.99989324   -0 13 33.0
 AI1826;SPC NC       -   680,992.97  1,883,715.51   sFT  0.99989324   -0 13 33.0
 AI1826;UTM  17      - 3,943,049.891   645,687.814   MT  0.99986156   +0 56 13.6
 AI1826
 AI1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1826!SPC NC       -   0.99998181  x   0.99989324  =   0.99987505
 AI1826!UTM  17      -   0.99998181  x   0.99986156  =   0.99984338
 AI1826
 AI1826                          SUPERSEDED SURVEY CONTROL
 AI1826
 AI1826  NAD 83(2001)-  35 37 13.82680(N)    079 23 28.60688(W) AD(       ) 1
 AI1826  ELLIP H (03/13/03)  115.895  (m)                       GP(       ) 4 2
 AI1826  NAD 83(1986)-  35 37 13.83365(N)    079 23 28.61466(W) AD(       ) 1
 AI1826
 AI1826.Superseded values are not recommended for survey control.
 AI1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1826.See file dsdata.txt to determine how the superseded data were derived.
 AI1826
 AI1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4568843050(NAD 83)
 AI1826_MARKER: DR = REFERENCE MARK DISK
 AI1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1826_STAMPING: BEAR CREEK NO 3 1989
 AI1826_MARK LOGO: NGS   
 AI1826_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1826+STABILITY: SURFACE MOTION
 AI1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1826+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1826
 AI1826  HISTORY     - Date     Condition        Report By
 AI1826  HISTORY     - 1989     MONUMENTED       NCGS
 AI1826
 AI1826                          STATION DESCRIPTION
 AI1826
 AI1826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1826'STATION IS LOCATED ABOUT 13.07 KM (8.10 MI) SOUTH-SOUTHEAST OF SILER
 AI1826'CITY IN THE BEAR CREEK COMMUNITY. ALONG SR 1176 (OLD US 421) FOR 0.7
 AI1826'KM (0.45 MI) NORTHWEST FROM NC 902, BETWEEN THE ROAD AND THE RAILROAD,
 AI1826'AND ON PROLONGATION OF THE SOUTHEAST SIDE OF THE CARPORT OF A SPLIT
 AI1826'LEVEL HOUSE ACROSS THE TRACKS. MARK IS FLUSH WITH THE GROUND AND 2
 AI1826'FEET (0.6 M) HIGHER THAN THE ROAD. LOCATED 32.80 M (107.61 FT)
 AI1826'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 67.45 M (221.29 FT)
 AI1826'WEST-NORTHWEST OF THE NORTHWEST END OF A DRIVEWAY CULVERT, 11.0 M
 AI1826'(36.1 FT) NORTHEAST OF THE NORTHEAST RAIL, 71.85 M (235.73 FT)
 AI1826'SOUTHEAST OF MILE POST 113, AND 15.4 M (50.5 FT) SOUTH OF A 20-INCH
 AI1826'OAK WITH REFERENCE TAG FACING STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2101 ***********************************************************************
 FZ2101  DESIGNATION -  BEAR PEN
 FZ2101  PID         -  FZ2101
 FZ2101  STATE/COUNTY-  NC/AVERY
 FZ2101  USGS QUAD   -  NEWLAND (1994)
 FZ2101
 FZ2101                         *CURRENT SURVEY CONTROL
 FZ2101  ___________________________________________________________________
 FZ2101* NAD 83(2001)-  36 03 43.59244(N)    081 54 32.17847(W)     ADJUSTED  
 FZ2101* NAVD 88     -      1253.0    (meters)    4111.     (feet)  VERTCON   
 FZ2101  ___________________________________________________________________
 FZ2101  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 FZ2101  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FZ2101  HORZ ORDER  -  SECOND
 FZ2101
 FZ2101.The horizontal coordinates were established by classical geodetic methods
 FZ2101.and adjusted by the National Geodetic Survey in August 2005.
 FZ2101
 FZ2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2101
 FZ2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2101
 FZ2101.The geoid height was determined by GEOID03.
 FZ2101
 FZ2101;                    North         East     Units Scale Factor Converg.
 FZ2101;SPC NC       -   260,331.504   347,571.126   MT  0.99997250   -1 40 44.2
 FZ2101;SPC NC       -   854,104.28  1,140,322.94   sFT  0.99997250   -1 40 44.2
 FZ2101;UTM  17      - 3,991,219.517   418,142.757   MT  0.99968256   -0 32 06.3
 FZ2101
 FZ2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2101!SPC NC       -   0.99980823  x   0.99997250  =   0.99978073
 FZ2101!UTM  17      -   0.99980823  x   0.99968256  =   0.99949085
 FZ2101
 FZ2101:                Primary Azimuth Mark                     Grid Az
 FZ2101:SPC NC       -  HEIGHTS                                  054 06 02.0
 FZ2101:UTM  17      -  HEIGHTS                                  052 57 24.1
 FZ2101
 FZ2101|---------------------------------------------------------------------|
 FZ2101| PID    Reference Object                     Distance      Geod. Az  |
 FZ2101|                                                           dddmmss.s |
 FZ2101| FZ2100 HEIGHTS                             APPROX. 1.5 KM 0522517.8 |
 FZ2101|---------------------------------------------------------------------|
 FZ2101
 FZ2101                          SUPERSEDED SURVEY CONTROL
 FZ2101
 FZ2101  NAD 83(1995)-  36 03 43.59223(N)    081 54 32.17563(W) AD(       ) 2
 FZ2101  NAD 83(1993)-  36 03 43.59934(N)    081 54 32.17937(W) AD(       ) 2
 FZ2101  NAD 83(1986)-  36 03 43.59997(N)    081 54 32.18146(W) AD(       ) 2
 FZ2101  NAD 27      -  36 03 43.14519(N)    081 54 32.76662(W) AD(       ) 2
 FZ2101  NGVD 29 (07/19/86) 1253.1    (m)         4111.     (f) VERT ANG    3  
 FZ2101
 FZ2101.Superseded values are not recommended for survey control.
 FZ2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2101.See file dsdata.txt to determine how the superseded data were derived.
 FZ2101
 FZ2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1814391220(NAD 83)
 FZ2101_MARKER: DE = TRAVERSE STATION DISK
 FZ2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2101_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2101+STABILITY: SURFACE MOTION
 FZ2101
 FZ2101  HISTORY     - Date     Condition        Report By
 FZ2101  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2101
 FZ2101                          STATION DESCRIPTION
 FZ2101
 FZ2101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2101'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FZ2101'APPROXIMATELY 0.3 MILE SOUTHWEST OF MONTEZUMA AND 2.1 MILES SOUTHEAST
 FZ2101'OF NEWLAND, NORTH CAROLINA.
 FZ2101'
 FZ2101'TO REACH STATION FROM THE INTERSECTION OF NC 181 AND SR 1501 AT THE
 FZ2101'MONTEZUMA POST OFFICE, PROCEED SOUTH ALONG SR 1501 FOR 0.1 MILE TO T
 FZ2101'INTERSECTION WITH SR 1500, THENCE WESTERLY ALONG SR 1500 FOR 0.7 MILE
 FZ2101'TO Y INTERSECTION, THENCE TAKE LEFT FORK AND PROCEED SOUTHERLY ALONG
 FZ2101'GRAVEL ROAD FOR 0.5 MILE THROUGH SUBDIVISION TO WEST EDGE OF PASTURE
 FZ2101'AND STATION APPROXIMATELY 500 FEET SOUTHEAST OF ENTRANCE INTO PASTURE
 FZ2101'AND ON CREST OF RIDGE AT FENCE LINE.
 FZ2101'
 FZ2101'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BEAR PEN 1975---, SET
 FZ2101'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FZ2101'GROUND SURFACE.  MARK IS 3.1 FEET NORTH OF BARB WIRE FENCE, 7.0 FEET
 FZ2101'NORTHWEST OF 8 INCH OAK WITH ALUMINUM TAG, 5.5 FEET EAST OF ONE INCH
 FZ2101'PROPERTY IRON AND 7.5 FEET EAST-NORTHEAST OF FENCE POST WITH ALUMINUM
 FZ2101'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3261 ***********************************************************************
 EY3261  DESIGNATION -  BEAR POINT
 EY3261  PID         -  EY3261
 EY3261  STATE/COUNTY-  NC/TYRRELL
 EY3261  USGS QUAD   -  FAIRFIELD NE (1974)
 EY3261
 EY3261                         *CURRENT SURVEY CONTROL
 EY3261  ___________________________________________________________________
 EY3261* NAD 83(2001)-  35 40 39.82243(N)    076 04 24.22910(W)     ADJUSTED  
 EY3261* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3261  ___________________________________________________________________
 EY3261  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EY3261  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EY3261  HORZ ORDER  -  THIRD
 EY3261
 EY3261.The horizontal coordinates were established by classical geodetic methods
 EY3261.and adjusted by the National Geodetic Survey in August 2005.
 EY3261
 EY3261.The orthometric height was scaled from a topographic map.
 EY3261
 EY3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3261
 EY3261.The geoid height was determined by GEOID03.
 EY3261
 EY3261;                    North         East     Units Scale Factor Converg.
 EY3261;SPC NC       -   217,750.123   874,479.129   MT  0.99990015   +1 41 20.9
 EY3261;SPC NC       -   714,401.86  2,869,020.28   sFT  0.99990015   +1 41 20.9
 EY3261;UTM  18      - 3,948,735.499   402,863.375   MT  0.99971627   -0 37 33.9
 EY3261
 EY3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3261!SPC NC       -   1.00000596  x   0.99990015  =   0.99990611
 EY3261!UTM  18      -   1.00000596  x   0.99971627  =   0.99972223
 EY3261
 EY3261:                Primary Azimuth Mark                     Grid Az
 EY3261:SPC NC       -  CAMP                                     089 50 54.0
 EY3261:UTM  18      -  CAMP                                     092 09 48.8
 EY3261
 EY3261|---------------------------------------------------------------------|
 EY3261| PID    Reference Object                     Distance      Geod. Az  |
 EY3261|                                                           dddmmss.s |
 EY3261| EY3263 CAMP                                APPROX. 1.6 KM 0913214.9 |
 EY3261| EY4775 BEAR POINT WM 1                                    28657     |
 EY3261| EY4774 BEAR POINT WM 2                                    31644     |
 EY3261| EY4776 BEAR POINT RM                                      31914     |
 EY3261| EY4777 BEAR POINT WM 3                                    35556     |
 EY3261|---------------------------------------------------------------------|
 EY3261
 EY3261                          SUPERSEDED SURVEY CONTROL
 EY3261
 EY3261  NAD 83(1986)-  35 40 39.83520(N)    076 04 24.23577(W) AD(       ) 3
 EY3261  NAD 27      -  35 40 39.23300(N)    076 04 25.55200(W) AD(       ) 3
 EY3261
 EY3261.Superseded values are not recommended for survey control.
 EY3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3261.See file dsdata.txt to determine how the superseded data were derived.
 EY3261
 EY3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0286348735(NAD 83)
 EY3261_MARKER: DS = TRIANGULATION STATION DISK
 EY3261_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3261_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3261
 EY3261  HISTORY     - Date     Condition        Report By
 EY3261  HISTORY     - 1914     MONUMENTED       CGS
 EY3261  HISTORY     - 1935     MARK NOT FOUND   CGS
 EY3261
 EY3261                          STATION DESCRIPTION
 EY3261
 EY3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 EY3261'STATION IS LOCATED ON THE N BANK OF ALLIGATOR RIVER, ON A POINT
 EY3261'OF THE SAME NAME, NEAR A WHARF OWNED BY THE RICHMOND CEDAR WORKS,
 EY3261'UNDER AN OLD AND ABANDONED TRAM ROAD FOR HAULING OUT LUMBER,
 EY3261'ABOUT 20 YARDS FROM THE WATERS EDGE.
 EY3261'
 EY3261'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 EY3261'TOP OF A TILE.  A NAIL IN THE TOP OF A
 EY3261'STAKE, DRIVEN AS A SUPPORT FOR THE SURFACE MARK, SERVES AS AN
 EY3261'UNDERGROUND MARK.
 EY3261'
 EY3261'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE.
 EY3261'THE TILE BEING SUPPORTED ON A STAKE, WITH A NAIL
 EY3261'IN THE TOP, DRIVEN IN THE GROUND.
 EY3261'
 EY3261'THE DISTANCES AND AZIMUTHS FROM THE STATION TO VARIOUS MARKS
 EY3261'ARE AS FOLLOWS--TO THE REFERENCE MARK, 20.085 METERS (65.90
 EY3261'FEET) N 43 DEG 16 MIN W.  TO WITNESS MARK ON A DEAD PINE TREE,
 EY3261'21.801 METERS (71.53 FEET), N 83 DEG 03 MIN W.  TO WITNESS MARK ON A
 EY3261'10-INCH BLACK GUM TREE, 27.998 METERS (91.86 FEET), N 40 DEG 44 MIN W.
 EY3261'AND TO A WITNESS MARK ON ANOTHER BLACK GUM 8 INCHES IN
 EY3261'DIAMETER 23.057 METERS (75.65 FEET), N 4 DEG 04 MIN W.
 EY3261
 EY3261                          STATION RECOVERY (1935)
 EY3261
 EY3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EY3261'STATION COULD NOT BE FOUND.  FURTHER SEARCH WOULD BE USELESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3328 ***********************************************************************
 EY3328  DESIGNATION -  BEAR POINT
 EY3328  PID         -  EY3328
 EY3328  STATE/COUNTY-  NC/HYDE
 EY3328  USGS QUAD   -  MIDDLETOWN (1978)
 EY3328
 EY3328                         *CURRENT SURVEY CONTROL
 EY3328  ___________________________________________________________________
 EY3328* NAD 83(2001)-  35 23 08.14926(N)    076 04 10.02602(W)     ADJUSTED  
 EY3328* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3328  ___________________________________________________________________
 EY3328  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 EY3328  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 EY3328  HORZ ORDER  -  THIRD
 EY3328
 EY3328.The horizontal coordinates were established by classical geodetic methods
 EY3328.and adjusted by the National Geodetic Survey in August 2005.
 EY3328
 EY3328.The orthometric height was scaled from a topographic map.
 EY3328
 EY3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3328
 EY3328.The geoid height was determined by GEOID03.
 EY3328
 EY3328;                    North         East     Units Scale Factor Converg.
 EY3328;SPC NC       -   185,366.404   875,792.689   MT  0.99987531   +1 41 29.1
 EY3328;SPC NC       -   608,156.28  2,873,329.85   sFT  0.99987531   +1 41 29.1
 EY3328;UTM  18      - 3,916,330.638   402,868.907   MT  0.99971626   -0 37 09.6
 EY3328
 EY3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3328!SPC NC       -   1.00000592  x   0.99987531  =   0.99988123
 EY3328!UTM  18      -   1.00000592  x   0.99971626  =   0.99972218
 EY3328
 EY3328                          SUPERSEDED SURVEY CONTROL
 EY3328
 EY3328  NAD 83(1986)-  35 23 08.15967(N)    076 04 10.03524(W) AD(       ) 3
 EY3328  NAD 27      -  35 23 07.54700(N)    076 04 11.36100(W) AD(       ) 3
 EY3328
 EY3328.Superseded values are not recommended for survey control.
 EY3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3328.See file dsdata.txt to determine how the superseded data were derived.
 EY3328
 EY3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0286916331(NAD 83)
 EY3328_MARKER: N = NAIL
 EY3328_SETTING: 0 = UNSPECIFIED SETTING
 EY3328_MARK LOGO: CGS   
 EY3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3328
 EY3328  HISTORY     - Date     Condition        Report By
 EY3328  HISTORY     - 1874     MONUMENTED       CGS
 EY3328  HISTORY     - 1903     GOOD             CGS
 EY3328  HISTORY     - 1933     GOOD             CGS
 EY3328  HISTORY     - 1951     MARK NOT FOUND   CGS
 EY3328
 EY3328                          STATION DESCRIPTION
 EY3328
 EY3328'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 EY3328'NEAR THE MIDDLE OF PAMLICO SOUND, ON THE SOUTH SIDE OF MT.
 EY3328'PLEASANT BAY, 3/4 MILE WEST OF THE EASTERN
 EY3328'EXTREMITY OF HOG ISLAND POINT, AND 24 YARDS SOUTHWEST FROM THE
 EY3328'SHORE, 100 YARDS SOUTHEAST FROM THE MOST NORTHERN POINT.  THE
 EY3328'STATION IS MARKED BY AN 8-INCH CEDAR POST, PROJECTING 8 INCHES
 EY3328'ABOVE GROUND, WITH 2 COPPER NAILS IN THE TOP, ONE DRIVEN TO THE
 EY3328'HEAD AND THE OTHER BENT OVER.  IN 1903 THE CENTER POST WITH
 EY3328'NAILS WAS FOUND IN A GOOD STATE OF PRESERVATION, ALTHOUGH THE
 EY3328'TOP WAS CHARRED BY BURNING OF THE MARSH AND PROJECTED ONLY
 EY3328'ABOUT AN INCH ABOVE THE SURFACE.  AS THE OLD REFERENCE STAKES
 EY3328'WERE GONE, THREE NEW REFERENCE POSTS OF 5 BY 6-INCH PINE, 5
 EY3328'FEET LONG, WERE PLACED EACH 10 FEET FROM THE STATION IN THE
 EY3328'DIRECTIONS NORTH, EAST AND WEST.  EACH REFERENCE POST PROJECTS
 EY3328'18 INCHES ABOVE THE MARSH.  IT IS CENTERED WITH A COPPER NAIL AND
 EY3328'HAS AN ARROW OF NAILS POINTING TOWARD THE STATION AND
 EY3328'THE TOP IS COVERED WITH GALVANIZED SHEET METAL, NAILED
 EY3328'ON.  A 3 1/2-INCH STAKE WAS FOUND ABOUT 1 FOOT
 EY3328'SOUTHEAST OF THE STATION.  THE NORTH TANGENT TO AN ISLAND, ABOUT
 EY3328'500 YARDS DISTANT, IS S 77 DEG W. FROM
 EY3328'THE STATION.
 EY3328
 EY3328                          STATION RECOVERY (1933)
 EY3328
 EY3328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3328'THE STATION WAS FOUND AS DESCRIBED, BUT WAS VERY CLOSE TO THE
 EY3328'WATER.  THE REFERENCE MARKS WERE NOT FOUND.
 EY3328'
 EY3328'A NEW STATION, WYE, WAS BUILT FARTHER IN SHORE, AND 33.37 METERS
 EY3328'FROM THIS STATION.  FOR TIE SEE STATION, WYE.
 EY3328'
 EY3328'THE SMALL ISLAND MENTIONED IS ENTIRELY GONE.
 EY3328
 EY3328                          STATION RECOVERY (1951)
 EY3328
 EY3328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3328'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 EY3328'RECOVERED.  THE SHORELINE HAS ERODED CONSIDERABLY IN THIS
 EY3328'VICINITY AND DESTROYED THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9784 ***********************************************************************
 AG9784  DESIGNATION -  BEARBRANCH
 AG9784  PID         -  AG9784
 AG9784  STATE/COUNTY-  NC/RICHMOND
 AG9784  USGS QUAD   -  HAMLET (1982)
 AG9784
 AG9784                         *CURRENT SURVEY CONTROL
 AG9784  ___________________________________________________________________
 AG9784* NAD 83(2007)-  34 59 54.44939(N)    079 44 09.18624(W)     ADJUSTED  
 AG9784* NAVD 88     -       106.0    (meters)     348.     (feet)  GPS OBS   
 AG9784  ___________________________________________________________________
 AG9784  EPOCH DATE  -        2002.00
 AG9784  X           -     932,017.023 (meters)                     COMP
 AG9784  Y           -  -5,146,880.231 (meters)                     COMP
 AG9784  Z           -   3,637,769.665 (meters)                     COMP
 AG9784  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 AG9784  ELLIP HEIGHT-          74.753 (meters)          (02/10/07) ADJUSTED
 AG9784  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 AG9784
 AG9784  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9784  Type    PID    Designation                      North   East  Ellip
 AG9784  -------------------------------------------------------------------
 AG9784  NETWORK AG9784 BEARBRANCH                        0.67   0.53   1.63
 AG9784  -------------------------------------------------------------------
 AG9784
 AG9784.The horizontal coordinates were established by GPS observations
 AG9784.and adjusted by the National Geodetic Survey in February 2007.
 AG9784
 AG9784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9784.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9784.The horizontal coordinates are valid at the epoch date displayed above.
 AG9784.The epoch date for horizontal control is a decimal equivalence
 AG9784.of Year/Month/Day.
 AG9784
 AG9784.The orthometric height was determined by GPS observations and a
 AG9784.high-resolution geoid model.
 AG9784
 AG9784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9784
 AG9784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9784
 AG9784.The ellipsoidal height was determined by GPS observations
 AG9784.and is referenced to NAD 83.
 AG9784
 AG9784.The geoid height was determined by GEOID03.
 AG9784
 AG9784;                    North         East     Units Scale Factor Converg.
 AG9784;SPC NC       -   138,740.571   542,430.881   MT  0.99988231   -0 25 29.0
 AG9784;SPC NC       -   455,184.69  1,779,625.32   sFT  0.99988231   -0 25 29.0
 AG9784;UTM  17      - 3,873,602.039   615,357.972   MT  0.99976401   +0 43 30.4
 AG9784
 AG9784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9784!SPC NC       -   0.99998827  x   0.99988231  =   0.99987058
 AG9784!UTM  17      -   0.99998827  x   0.99976401  =   0.99975228
 AG9784
 AG9784:                Primary Azimuth Mark                     Grid Az
 AG9784:SPC NC       -  SAMLEE                                   330 16 08.7
 AG9784:UTM  17      -  SAMLEE                                   329 07 09.3
 AG9784
 AG9784|---------------------------------------------------------------------|
 AG9784| PID    Reference Object                     Distance      Geod. Az  |
 AG9784|                                                           dddmmss.s |
 AG9784| AG9785 SAMLEE                              449.376 METERS 3295039.7 |
 AG9784|---------------------------------------------------------------------|
 AG9784
 AG9784                          SUPERSEDED SURVEY CONTROL
 AG9784
 AG9784  NAD 83(2001)-  34 59 54.44933(N)    079 44 09.18625(W) AD(       ) 1
 AG9784  ELLIP H (03/13/03)   74.767  (m)                       GP(       ) 4 2
 AG9784  NAD 83(1986)-  34 59 54.45708(N)    079 44 09.18994(W) AD(       ) 1
 AG9784
 AG9784.Superseded values are not recommended for survey control.
 AG9784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9784.See file dsdata.txt to determine how the superseded data were derived.
 AG9784
 AG9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1535873602(NAD 83)
 AG9784_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9784_STAMPING: BEARBRANCH 1993
 AG9784_MARK LOGO: NCGS  
 AG9784_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9784+STABILITY: SURFACE MOTION
 AG9784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9784+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9784
 AG9784  HISTORY     - Date     Condition        Report By
 AG9784  HISTORY     - 1993     MONUMENTED       NCGS
 AG9784
 AG9784                          STATION DESCRIPTION
 AG9784
 AG9784'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9784'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHWEST OF LEDBETTER AND
 AG9784'4.5 MI (7.2 KM) NORTH-NORTHEAST OF ROCKINGHAM. PROCEED ALONG US 220
 AG9784'FOR 2.1 MI (3.4 KM) NORTH FROM US 74, THENCE EAST-NORTHEAST FOR 0.55
 AG9784'MI (0.89 KM) ALONG SR 1437 (SNEAD AVENUE), CONTINUE EAST-NORTHEAST FOR
 AG9784'1.0 MI (1.6 KM) ALONG SR 1431 (NICHOLSON ROAD), THENCE NORTHEAST FOR
 AG9784'1.45 MI (2.33 KM) ALONG SR 1432 (MCNEILL ROAD), THENCE NORTHEAST OF
 AG9784'0.80 MI (1.29 KM) ALONG SR 1424 (BEARBRANCH ROAD) TO SR 1445 (LEE THEE
 AG9784'CHURCH ROAD) AND STATION. MARK IS ABOUT LEVEL WITH THE ROAD.  LOCATED
 AG9784'25.5 FT (7.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1424
 AG9784'(BEARBRANCH ROAD), 31.0 FT (9.4 M) EAST OF THE CENTERLINE INTERSECTION
 AG9784'OF SR 1445 AND SR 1424, 137.8 FT (42.0 M) SOUTHEAST OF A TELEPHONE
 AG9784'PEDESTAL, 30.3 FT (9.2 M) NORTH-NORTHEAST OF A METAL ROAD NAME
 AG9784'SIGN--AND 81.3 FT (24.8 M) WEST OF A POWER POLE--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0098 ***********************************************************************
 EB0098  DESIGNATION -  BEARD
 EB0098  PID         -  EB0098
 EB0098  STATE/COUNTY-  NC/BLADEN
 EB0098  USGS QUAD   -  WHITE LAKE (1986)
 EB0098
 EB0098                         *CURRENT SURVEY CONTROL
 EB0098  ___________________________________________________________________
 EB0098* NAD 83(2001)-  34 43 00.63373(N)    078 26 39.39379(W)     ADJUSTED  
 EB0098* NAVD 88     -        28.479  (meters)      93.43   (feet)  ADJUSTED  
 EB0098  ___________________________________________________________________
 EB0098  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EB0098  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EB0098  DYNAMIC HT  -          28.452 (meters)      93.35  (feet)  COMP
 EB0098  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EB0098
 EB0098  HORZ ORDER  -  FIRST
 EB0098  VERT ORDER  -  SECOND    CLASS 0
 EB0098
 EB0098.The horizontal coordinates were established by classical geodetic methods
 EB0098.and adjusted by the National Geodetic Survey in August 2005.
 EB0098
 EB0098.The orthometric height was determined by differential leveling
 EB0098.and adjusted in June 1991.
 EB0098
 EB0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0098
 EB0098.The geoid height was determined by GEOID03.
 EB0098
 EB0098.The dynamic height is computed by dividing the NAVD 88
 EB0098.geopotential number by the normal gravity value computed on the
 EB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0098.degrees latitude (g = 980.6199 gals.).
 EB0098
 EB0098.The modeled gravity was interpolated from observed gravity values.
 EB0098
 EB0098;                    North         East     Units Scale Factor Converg.
 EB0098;SPC NC       -   107,395.445   660,501.834   MT  0.99991588   +0 19 14.7
 EB0098;SPC NC       -   352,346.56  2,166,996.43   sFT  0.99991588   +0 19 14.7
 EB0098;UTM  17      - 3,844,616.696   734,042.060   MT  1.00027518   +1 27 22.3
 EB0098
 EB0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0098!SPC NC       -   1.00000103  x   0.99991588  =   0.99991691
 EB0098!UTM  17      -   1.00000103  x   1.00027518  =   1.00027621
 EB0098
 EB0098|---------------------------------------------------------------------|
 EB0098| PID    Reference Object                     Distance      Geod. Az  |
 EB0098|                                                           dddmmss.s |
 EB0098| EB0017 GARLAND=L 22                                       03132     |
 EB0098| EB0097 BEARD RM 1 AZIMUTH                  APPROX. 0.5 KM 0343736.7 |
 EB0098| EB0101 BEARD RM 2                           39.146 METERS 26841     |
 EB0098| EB0099 BEARD RM 4                           27.569 METERS 32831     |
 EB0098| EB0100 BEARD RM 3                           32.126 METERS 35610     |
 EB0098|---------------------------------------------------------------------|
 EB0098
 EB0098                          SUPERSEDED SURVEY CONTROL
 EB0098
 EB0098  NAD 83(1986)-  34 43 00.64145(N)    078 26 39.40438(W) AD(       ) 1
 EB0098  NAD 27      -  34 43 00.02700(N)    078 26 40.38900(W) AD(       ) 1
 EB0098  NGVD 29 (??/??/92)   28.743  (m)           94.30   (f) ADJ UNCH    2 0
 EB0098
 EB0098.Superseded values are not recommended for survey control.
 EB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0098.See file dsdata.txt to determine how the superseded data were derived.
 EB0098
 EB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3404244617(NAD 83)
 EB0098_MARKER: DS = TRIANGULATION STATION DISK
 EB0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0098_STAMPING: BEARD 1933
 EB0098_MARK LOGO: CGS   
 EB0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0098+STABILITY: SURFACE MOTION
 EB0098
 EB0098  HISTORY     - Date     Condition        Report By
 EB0098  HISTORY     - 1933     MONUMENTED       CGS
 EB0098  HISTORY     - 1935     GOOD             NGS
 EB0098  HISTORY     - 1965     GOOD             CGS
 EB0098  HISTORY     - 1972     GOOD             NCGS
 EB0098  HISTORY     - 1974     GOOD             NGS
 EB0098  HISTORY     - 1980     GOOD             LOCSUR
 EB0098
 EB0098                          STATION DESCRIPTION
 EB0098
 EB0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EB0098'ABOUT 12 MILES NORTHEAST OF ELIZABETHTOWN AND 9.6 MILES NORTHEAST OF
 EB0098'LAGOON, ON PROPERTY OF THE W. G. WHITEHEAD ESTATE, ADJACENT TO
 EB0098'PROPERTY OF BEARDS CHAPEL.  TO REACH FROM WHITE LAKE, GO NORTHEAST
 EB0098'5.75 MILES ON ROUTE 23 TO STATION SITE.  STATION IS 61.5 FEET EAST
 EB0098'OF CENTER LINE OF HIGHWAY, 200 FEET NORTHEAST OF CHURCH, AND 27.8
 EB0098'FEET SOUTHEAST OF 10-INCH TRIANGLE-BLAZED PINE TREE. SURFACE AND
 EB0098'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 EB0098'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 EB0098'CONCRETE.  NO.1 IS 9 PACES EAST OF CENTER LINE OF ROUTE
 EB0098'23, ABOUT 35 YARDS NORTH OF POINT OF CURVATURE OF CURVE IN ROAD, ONE
 EB0098'PACE SOUTHEAST OF LONE PINE TREE, AND APPROXIMATELY 0.35 MILE
 EB0098'FROM STATION N 34 DEG 39 MIN E. NO. 2 IS IN GRASSY
 EB0098'AREA, 21 FEET WEST OF CENTER LINE OF ROUTE 23, 2 YARDS EAST OF LINE
 EB0098'OF TELEPHONE POLES TO NORTHWARD, 20 PACES SOUTH-SOUTHEAST OF GUYED
 EB0098'POLE NO. 636, AND 128.55 FEET FROM STATION S 88 DEG 37 MIN W.
 EB0098'NO. 3 IS IN SAME GRASSY AREA, 20 FEET WEST OF CENTER LINE OF
 EB0098'ROUTE 23, 5 FEET EAST OF TWO LONE 10-INCH TREE STUMPS, AND 105.40
 EB0098'FEET FROM STATION N 3 DEG 50 MIN W.
 EB0098
 EB0098                          STATION RECOVERY (1935)
 EB0098
 EB0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EB0098'5.3 MI SW FROM GARLAND.
 EB0098'TRI. STATION BEARD IS LOCATED 5.3 MILES SOUTHWEST OF THE CROSSING
 EB0098'OF U.S. HY. 701 AND A.C.L. RY. AT GARLAND, 75 YARDS EAST OF
 EB0098'BEARD BAPTIST CHURCH, 61 FT. SOUTH OF CENTERLINE OF HIGHWAY.
 EB0098'STANDARD TRIANGULATION STATION TABLET SET IN TOP OF A CONCRETE
 EB0098'POST 6 IN HIGH.
 EB0098
 EB0098                          STATION RECOVERY (1965)
 EB0098
 EB0098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 EB0098'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EB0098'REFERENCE MARK NO. 1 (AZIMUTH MARK) APPEARS TO HAVE BEEN STRUCK BY
 EB0098'HEAVY EQUIPMENT AND THE CORNERS OF MARK ARE BROKEN OFF BUT MARK IS
 EB0098'FIRM IN THE GROUND. REFERENCE MARK NO. 2 APPEARS TO HAVE BEEN
 EB0098'STRUCK AND POSSIBLY MOVED AS THE DISTANCE AND DIRECTION DID NOT
 EB0098'CHECK.  REFERENCE MARK NO. 3 WAS FOUND LYING ON TOP OF THE
 EB0098'GROUND SO WAS DESTROYED AND REFERENCE MARK NO. 4 WAS
 EB0098'ESTABLISHED. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE
 EB0098'HIGHWAY HAS BEEN RELOCATED AND STATION IS NOW ALONG A SECTION OF
 EB0098'THE OLD HIGHWAY.
 EB0098'
 EB0098'REFERENCE MARK NO. 4 IS 28 FEET WEST OF THE APPROXIMATE CENTER OF THE
 EB0098'ROAD AND 3 FEET SOUTHEAST OF UTILITY POLE NUMBER 632.  THE MARK IS A
 EB0098'STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN
 EB0098'DIAMETER, PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BEARD NO
 EB0098'4 1933.
 EB0098
 EB0098                          STATION RECOVERY (1972)
 EB0098
 EB0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (FS)
 EB0098'BEARD GOOD.
 EB0098'
 EB0098'RM 1 AZ. MARK SOME CONCRETE BROKEN, BUT APPEARS OKAY.
 EB0098'
 EB0098'RM 2 GOOD.
 EB0098'
 EB0098'RM 4 GOOD.
 EB0098'
 EB0098'NCGS HAS NO RECOVERY REPORT LATER THAN 1943, YET METAL WITNESS POST
 EB0098'AND DATE OF RM 4 PROVED NGS HAS A LATER RECOVERY. ROUTE 23 IS NOW US
 EB0098'701, AND MONUMENT IS NOW ON BY PASSED SECTION OF OLD ROUTE (NOW SR
 EB0098'1523) NOTE-- AZIMUTH TO RM 1 MAY BE REVISED BY NCGS OBSERVATION
 EB0098'AND POLARIS ON NEARBY NCGS STATION BECAUSE OF TRAVERSE AZIMUTH
 EB0098'DISAGREEMENT.
 EB0098
 EB0098                          STATION RECOVERY (1974)
 EB0098
 EB0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EB0098'RECOVERED IN GOOD CONDITION.
 EB0098
 EB0098                          STATION RECOVERY (1980)
 EB0098
 EB0098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB0098'BEARD 1933 RECOVERED GOOD.
 EB0098'
 EB0098'RM. 2 HAS BEEN HIT AND POSSIBLY MOVED.
 EB0098'
 EB0098'RM 4 RECOVERED GOOD.
 EB0098'
 EB0098'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MI NE OF ELIZABETHTOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0115 ***********************************************************************
 FZ0115  DESIGNATION -  BEARD
 FZ0115  PID         -  FZ0115
 FZ0115  STATE/COUNTY-  NC/FORSYTH
 FZ0115  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0115
 FZ0115                         *CURRENT SURVEY CONTROL
 FZ0115  ___________________________________________________________________
 FZ0115* NAD 83(2001)-  36 07 16.78698(N)    080 04 13.72000(W)     ADJUSTED  
 FZ0115* NAVD 88     -       309.001  (meters)    1013.78   (feet)  ADJUSTED  
 FZ0115  ___________________________________________________________________
 FZ0115  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 FZ0115  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FZ0115  DYNAMIC HT  -         308.723 (meters)    1012.87  (feet)  COMP
 FZ0115  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FZ0115
 FZ0115  HORZ ORDER  -  SECOND
 FZ0115  VERT ORDER  -  SECOND    CLASS 0
 FZ0115
 FZ0115.The horizontal coordinates were established by classical geodetic methods
 FZ0115.and adjusted by the National Geodetic Survey in August 2005.
 FZ0115
 FZ0115.The orthometric height was determined by differential leveling
 FZ0115.and adjusted in June 1991.
 FZ0115
 FZ0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0115
 FZ0115.The geoid height was determined by GEOID03.
 FZ0115
 FZ0115.The dynamic height is computed by dividing the NAVD 88
 FZ0115.geopotential number by the normal gravity value computed on the
 FZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0115.degrees latitude (g = 980.6199 gals.).
 FZ0115
 FZ0115.The modeled gravity was interpolated from observed gravity values.
 FZ0115
 FZ0115;                    North         East     Units Scale Factor Converg.
 FZ0115;SPC NC       -   263,582.693   513,234.113   MT  0.99998766   -0 37 04.3
 FZ0115;SPC NC       -   864,770.89  1,683,835.59   sFT  0.99998766   -0 37 04.3
 FZ0115;UTM  17      - 3,997,805.836   583,648.244   MT  0.99968621   +0 32 52.7
 FZ0115
 FZ0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0115!SPC NC       -   0.99995656  x   0.99998766  =   0.99994422
 FZ0115!UTM  17      -   0.99995656  x   0.99968621  =   0.99964279
 FZ0115
 FZ0115:                Primary Azimuth Mark                     Grid Az
 FZ0115:SPC NC       -  IRA                                      149 14 45.6
 FZ0115:UTM  17      -  IRA                                      148 04 48.6
 FZ0115
 FZ0115|---------------------------------------------------------------------|
 FZ0115| PID    Reference Object                     Distance      Geod. Az  |
 FZ0115|                                                           dddmmss.s |
 FZ0115| FZ0303 IRA                                 461.506 METERS 1483741.3 |
 FZ0115| FZ0114 CHERRY                              261.320 METERS 32927     |
 FZ0115|---------------------------------------------------------------------|
 FZ0115
 FZ0115                          SUPERSEDED SURVEY CONTROL
 FZ0115
 FZ0115  NAD 83(1993)-  36 07 16.79344(N)    080 04 13.72745(W) AD(       ) 2
 FZ0115  NAD 83(1986)-  36 07 16.79375(N)    080 04 13.72730(W) AD(       ) 2
 FZ0115  NAD 27      -  36 07 16.29690(N)    080 04 14.57709(W) AD(       ) 2
 FZ0115  NAVD 88 (11/03/99)  309.00   (m)         1013.8    (f) LEVELING    3  
 FZ0115  NGVD 29 (??/??/92)  309.203  (m)         1014.44   (f) ADJ UNCH    2 0
 FZ0115
 FZ0115.Superseded values are not recommended for survey control.
 FZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0115.See file dsdata.txt to determine how the superseded data were derived.
 FZ0115
 FZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8364897806(NAD 83)
 FZ0115_MARKER: DE = TRAVERSE STATION DISK
 FZ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0115_STAMPING: BEARD 1968
 FZ0115_MARK LOGO: NCGS  
 FZ0115_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0115+STABILITY: SURFACE MOTION
 FZ0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0115+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2001
 FZ0115
 FZ0115  HISTORY     - Date     Condition        Report By
 FZ0115  HISTORY     - 1968     MONUMENTED       NCGS
 FZ0115  HISTORY     - 1972     GOOD             NCGS
 FZ0115  HISTORY     - 1973     GOOD             NGS
 FZ0115  HISTORY     - 1983     GOOD             USPSQD
 FZ0115  HISTORY     - 1988     GOOD             USPSQD
 FZ0115  HISTORY     - 1989     GOOD             USPSQD
 FZ0115  HISTORY     - 19910617 GOOD             NCGS
 FZ0115  HISTORY     - 20010313 GOOD             NCGS
 FZ0115
 FZ0115                          STATION DESCRIPTION
 FZ0115
 FZ0115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ0115'BEARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0115'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ0115'
 FZ0115'BEARD IS LOCATED APPROXIMATELY 0.2 MILE EAST OF THE CENTER OF
 FZ0115'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ0115'OF RAILROAD STREET WITH NC 150 IN KERNERSVILLE, GO SOUTHEAST
 FZ0115'ON RAILROAD STREET FOR 1 BLOCK TO INTERSECTION OF BEARD ST.
 FZ0115'(JUST BEYOND RR STATION).  STATION IS ON THE SOUTHWEST
 FZ0115'SHOULDER OF SOUTHERN RR, IN LINE WITH APPROXIMATE CENTER LINE
 FZ0115'OF BEARD ST.
 FZ0115'
 FZ0115'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0115'BEARD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0115'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ0115'
 FZ0115'MARK IS
 FZ0115'
 FZ0115'5.0 FT WSW OF SW RAIL OF SOUTHERN RR MAIN TRACK
 FZ0115'
 FZ0115'53.6 FT NNE OF PP AT S SIDE OF BEARD ST., AND WITH ALUMINUM
 FZ0115'REF. TAG
 FZ0115'
 FZ0115'46.6 FT ENE OF 4X4 POST WITH NO PARKING ANYTIME SIGN, AND
 FZ0115'WITH ALUMINUM REF. TAG
 FZ0115'
 FZ0115'142.2 FT SSE OF SE CORNER OF KERNERSVILLE RR STATION
 FZ0115'
 FZ0115'45.2 FT ENE OF CONCRETE POST FOR BEARD ST.-RAILROAD ST. SIGN
 FZ0115'
 FZ0115'68.6 FT N OF FIRE HYDRANT IN TRIANGULAR SHAPED GRASSY AREA AT
 FZ0115'N SIDE OF INDUSTRIAL FABRICS FINISHING CO.
 FZ0115
 FZ0115                          STATION RECOVERY (1972)
 FZ0115
 FZ0115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0115'AT KERNERSVILLE.
 FZ0115'TO REACH STATION FROM THE INTERSECTION OF NC 150 (MAIN STREET) AND
 FZ0115'RAILROAD STREET, PROCEED SOUTH ALONG RAILROAD STREET FOR 0.10 MILE
 FZ0115'TO INTERSECTION WITH BEARD STREET, AND STATION ON THE SW SHOULDER
 FZ0115'OF SOUTHERN RAILWAY JUST SE OF THE RR STATION, 05.0 FEET WSW OF
 FZ0115'SW RAIL OF MAIN TRACK OF SOUTHERN RAILWAY, 142.2 FEET SSE OF SE
 FZ0115'CORNER OF SOUTHERN RAILWAY STATION, 45.2 FEET ENE OF CONCRETE
 FZ0115'STREET MARKER POST, 68.6 FEET NORTH OF FIRE HYDRANT, 53.6 FEET
 FZ0115'NNE OF PP WITH ALUMINUM REF. TAG AT SOUTH SIDE BEARD STREET.
 FZ0115'DISK IS SET FLUSH WITH THE GROUND.
 FZ0115
 FZ0115                          STATION RECOVERY (1973)
 FZ0115
 FZ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FZ0115'RECOVERED IN GOOD CONDITION.
 FZ0115
 FZ0115                          STATION RECOVERY (1983)
 FZ0115
 FZ0115'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0115'STREET MARKER POST REMOVED. POWER POLE REPLACED, MARKER NOW 52.9 FEET
 FZ0115'FROM NEW POLE NO ALUMINUM TAG POWER POLE EMBOSSED '2-8 L SPC 5-40'
 FZ0115'NORTHEAST OF RIM OF SANITARY SEWER FLUSH WITH STREET 32.5.
 FZ0115
 FZ0115                          STATION RECOVERY (1988)
 FZ0115
 FZ0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JG)
 FZ0115'RECOVERED IN GOOD CONDITION.
 FZ0115
 FZ0115                          STATION RECOVERY (1989)
 FZ0115
 FZ0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRB)
 FZ0115'RECOVERED IN GOOD CONDITION.
 FZ0115
 FZ0115                          STATION RECOVERY (1991)
 FZ0115
 FZ0115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 FZ0115'RECOVERY BY NCGS IN JUNE 1991 FOUND STATION TO BE IN GOOD CONDITION. A
 FZ0115'COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED IN KERNERSVILLE
 FZ0115'ALONG THE SOUTHERN RAILROAD, APPROXIMATELY 500 FT (152.4 M)
 FZ0115'SOUTH-SOUTHEAST OF THE GRADE CROSSING OF NC 150 (MAIN STREET), AT THE
 FZ0115'JUNCTION OF RAILROAD STREET AND BEARD STREET. MARK IS RECESSED 3
 FZ0115'INCHES IN GRAVEL OF RAIL BED AND IS ABOUT 1-FOOT LOWER THAN RAIL.
 FZ0115'LOCATED 5.0 FT (1.5 M) WEST-SOUTHWEST OF THE WEST RAIL, 35.0 FT (10.7
 FZ0115'M) EAST OF THE CENTERLINE OF ROAD AND 21.7 FT (6.6 M) FROM CURB, 7.0
 FZ0115'FT (2.1 M) SOUTHEAST OF THE PROLONGATION OF THE CENTERLINE OF BEARD
 FZ0115'STREET, 109.5 FT (33.4 M) NORTH OF THE NORTH CORNER OF THE WHITE BRICK
 FZ0115'HIGHLAND INDUSTRIES BUILDING, 33.3 FT (10.1 M) NORTHEAST OF A MANHOLE
 FZ0115'COVER, 68.6 FT (20.9 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 47.4 FT
 FZ0115'(14.4 M) SOUTH-SOUTHWEST OF AND ACROSS TRACKS FROM THE NORTHWEST
 FZ0115'CORNER OF A 15 X 15 FOOT (4.6 M) CONCRETE SLAB, AND 53.6 FT (16.3 M)
 FZ0115'NORTH-NORTHEAST OF A POWER POLE WITH LAMP AND REFERENCE TAG.
 FZ0115
 FZ0115                          STATION RECOVERY (2001)
 FZ0115
 FZ0115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ0115'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8036 ***********************************************************************
 DF8036  DESIGNATION -  BEARD
 DF8036  PID         -  DF8036
 DF8036  STATE/COUNTY-  NC/CABARRUS
 DF8036  USGS QUAD   -  KANNAPOLIS (1993)
 DF8036
 DF8036                         *CURRENT SURVEY CONTROL
 DF8036  ___________________________________________________________________
 DF8036* NAD 83(2007)-  35 22 48.64930(N)    080 44 25.26524(W)     ADJUSTED  
 DF8036* NAVD 88     -       215.0    (meters)     705.     (feet)  GPS OBS   
 DF8036  ___________________________________________________________________
 DF8036  EPOCH DATE  -        2002.00
 DF8036  X           -     837,734.518 (meters)                     COMP
 DF8036  Y           -  -5,138,428.594 (meters)                     COMP
 DF8036  Z           -   3,672,443.989 (meters)                     COMP
 DF8036  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 DF8036  ELLIP HEIGHT-         184.432 (meters)          (02/10/07) ADJUSTED
 DF8036  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 DF8036
 DF8036  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8036  Type    PID    Designation                      North   East  Ellip
 DF8036  -------------------------------------------------------------------
 DF8036  NETWORK DF8036 BEARD                             1.23   0.94   1.16
 DF8036  -------------------------------------------------------------------
 DF8036
 DF8036.The horizontal coordinates were established by GPS observations
 DF8036.and adjusted by the National Geodetic Survey in February 2007.
 DF8036
 DF8036.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8036.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8036.The horizontal coordinates are valid at the epoch date displayed above.
 DF8036.The epoch date for horizontal control is a decimal equivalence
 DF8036.of Year/Month/Day.
 DF8036
 DF8036.The orthometric height was determined by GPS observations and a
 DF8036.high-resolution geoid model.
 DF8036
 DF8036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8036
 DF8036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8036
 DF8036.The ellipsoidal height was determined by GPS observations
 DF8036.and is referenced to NAD 83.
 DF8036
 DF8036.The geoid height was determined by GEOID03.
 DF8036
 DF8036;                    North         East     Units Scale Factor Converg.
 DF8036;SPC NC       -   182,222.079   451,493.900   MT  0.99987509   -1 00 16.1
 DF8036;SPC NC       -   597,840.27  1,481,276.24   sFT  0.99987509   -1 00 16.1
 DF8036;UTM  17      - 3,915,235.886   523,583.277   MT  0.99960685   +0 09 01.2
 DF8036
 DF8036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8036!SPC NC       -   0.99997105  x   0.99987509  =   0.99984615
 DF8036!UTM  17      -   0.99997105  x   0.99960685  =   0.99957791
 DF8036
 DF8036                          SUPERSEDED SURVEY CONTROL
 DF8036
 DF8036  NAD 83(1986)-  35 22 48.66426(N)    080 44 25.27411(W) AD(       ) 1
 DF8036  NAD 83(2001)-  35 22 48.64938(N)    080 44 25.26533(W) AD(       ) 1
 DF8036  ELLIP H (09/17/03)  184.439  (m)                       GP(       ) 4 2
 DF8036
 DF8036.Superseded values are not recommended for survey control.
 DF8036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8036.See file dsdata.txt to determine how the superseded data were derived.
 DF8036
 DF8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2358315236(NAD 83)
 DF8036_MARKER: DD = SURVEY DISK
 DF8036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8036_STAMPING: BEARD 1991
 DF8036_MARK LOGO: NC1040
 DF8036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8036+STABILITY: SURFACE MOTION
 DF8036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8036+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 DF8036
 DF8036  HISTORY     - Date     Condition        Report By
 DF8036  HISTORY     - 1991     MONUMENTED       CONE+S
 DF8036  HISTORY     - 20000918 SEE DESCRIPTION  NCGS
 DF8036  HISTORY     - 20001202 GOOD             NCGS
 DF8036
 DF8036                          STATION DESCRIPTION
 DF8036
 DF8036'DESCRIBED BY CONCORD ENGINEERING AND SURVEY 1991
 DF8036'STATION IS LOCATED 9.4 MI (15.1 KM) WEST OF CONCORD.
 DF8036'PROCEED ALONG SR 1394 (POPLAR TENT ROAD) FROM THE INTERSECTION WITH
 DF8036'I-85 (EXIT 52), WEST FOR 0.85 MI (1.37 KM) TO SR 1445 (DERITA ROAD),
 DF8036'ALONG SR 1445 SOUTHWEST 2.0 MI (3.2 KM) TO SR 1447 (CHRISTIANBURY
 DF8036'ROAD), ALONG SR 1447 WEST 0.8 MI, STATION ON LEFT SIDE OF ROAD.
 DF8036'STATION IS LOCATED ABOUT 200-FEET SOUTHWEST OF CENTERLINE INTERSECTION
 DF8036'OF CHRISTIANBURY ROAD AND BEARD ROAD, 3.4 FT (1.0 M) SOUTH OF EDGE OF
 DF8036'PAVEMENT OF SR 1447, 53.7 FT (16.4 M) EAST OF A MAILBOX.
 DF8036
 DF8036                          STATION RECOVERY (2000)
 DF8036
 DF8036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8036'THE STATION WAS NOT FOUND.
 DF8036
 DF8036                          STATION RECOVERY (2000)
 DF8036
 DF8036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (PAC)
 DF8036'STATION IS LOCATED 9.4 MI (15.1 KM) WEST OF CONCORD. PROCEED ALONG SR
 DF8036'1394 (POPLAR TENT ROAD) FROM THE INTERSECTION WITH I-85 (EXIT 52),
 DF8036'WEST FOR 0.85 MI (1.37 KM) TO SR 1445 (DERITA ROAD), ALONG SR 1445
 DF8036'SOUTHWEST 2.0 MI (3.2 KM) TO SR 1447 (CHRISTIANBURY ROAD), ALONG SR
 DF8036'1447 WEST 0.8 MI, STATION ON LEFT SIDE OF ROAD. STATION IS LOCATED
 DF8036'ABOUT 200-FEET SOUTHWEST OF CENTERLINE INTERSECTION OF CHRISTIANBURY
 DF8036'ROAD AND BEARD ROAD, 3.4 FT (1.0 M) SOUTH OF EDGE OF PAVEMENT OF SR
 DF8036'1447, 53.7 FT (16.4 M) EAST OF A MAILBOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2010 ***********************************************************************
 EA2010  DESIGNATION -  BEARD CREEK BEACON LIGHT
 EA2010  PID         -  EA2010
 EA2010  STATE/COUNTY-  NC/PAMLICO
 EA2010  USGS QUAD   -  CHERRY POINT (1994)
 EA2010
 EA2010                         *CURRENT SURVEY CONTROL
 EA2010  ___________________________________________________________________
 EA2010* NAD 83(2001)-  34 59 49.41474(N)    076 51 54.57786(W)     ADJUSTED  
 EA2010* NAVD 88     -              **(meters)            **(feet)            
 EA2010  ___________________________________________________________________
 EA2010  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA2010  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA2010  HORZ ORDER  -  THIRD
 EA2010
 EA2010.The horizontal coordinates were established by classical geodetic methods
 EA2010.and adjusted by the National Geodetic Survey in August 2005.
 EA2010
 EA2010
 EA2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2010
 EA2010.The geoid height was determined by GEOID03.
 EA2010
 EA2010;                    North         East     Units Scale Factor Converg.
 EA2010;SPC NC       -   140,431.760   804,455.844   MT  0.99988242   +1 13 55.8
 EA2010;SPC NC       -   460,733.20  2,639,285.55   sFT  0.99988242   +1 13 55.8
 EA2010;UTM  18      - 3,874,306.316   329,784.556   MT  0.99995709   -1 04 12.0
 EA2010
 EA2010                          SUPERSEDED SURVEY CONTROL
 EA2010
 EA2010  NAD 83(1986)-  34 59 49.42555(N)    076 51 54.58752(W) AD(       ) 4
 EA2010  NAD 27      -  34 59 48.84400(N)    076 51 55.80300(W) AD(       ) 3
 EA2010
 EA2010.Superseded values are not recommended for survey control.
 EA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2010.See file dsdata.txt to determine how the superseded data were derived.
 EA2010
 EA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2978574306(NAD 83)
 EA2010_MARKER: 14 = NAVIGATION LIGHT
 EA2010
 EA2010  HISTORY     - Date     Condition        Report By
 EA2010  HISTORY     - 1935     FIRST OBSERVED   CGS
 EA2010  HISTORY     - 1948     MARK NOT FOUND   CGS
 EA2010
 EA2010                          STATION DESCRIPTION
 EA2010
 EA2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA2010'STATION IS IN ITS LOCATION AS OF DECEMBER 1935.  POINT
 EA2010'SIGHTED ON WAS CENTER OF LIGHT.
 EA2010
 EA2010                          STATION RECOVERY (1948)
 EA2010
 EA2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EA2010'IT IS BELIEVED THAT BEARD CREEK BEACON IS IN A DIFFERENT
 EA2010'POSITION NOW THAN IT WAS IN 1935.  IT IS A BLACK, SLATTED,
 EA2010'PILE STRUCTURE AND IS LOCATED IN THE NEUSE RIVER AT THE MOUTH
 EA2010'OF BEARD CREEK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0097 ***********************************************************************
 EB0097  DESIGNATION -  BEARD RM 1 AZIMUTH
 EB0097  PID         -  EB0097
 EB0097  STATE/COUNTY-  NC/BLADEN
 EB0097  USGS QUAD   -  WHITE LAKE (1986)
 EB0097
 EB0097                         *CURRENT SURVEY CONTROL
 EB0097  ___________________________________________________________________
 EB0097* NAD 83(2001)-  34 43 14.64031(N)    078 26 27.67945(W)     ADJUSTED  
 EB0097* NAVD 88     -        27.946  (meters)      91.69   (feet)  ADJUSTED  
 EB0097  ___________________________________________________________________
 EB0097  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EB0097  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EB0097  DYNAMIC HT  -          27.920 (meters)      91.60  (feet)  COMP
 EB0097  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 EB0097
 EB0097  HORZ ORDER  -  SECOND
 EB0097  VERT ORDER  -  SECOND    CLASS 0
 EB0097
 EB0097.The horizontal coordinates were established by classical geodetic methods
 EB0097.and adjusted by the National Geodetic Survey in August 2005.
 EB0097
 EB0097.The orthometric height was determined by differential leveling
 EB0097.and adjusted in June 1991.
 EB0097
 EB0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0097
 EB0097.The geoid height was determined by GEOID03.
 EB0097
 EB0097.The dynamic height is computed by dividing the NAVD 88
 EB0097.geopotential number by the normal gravity value computed on the
 EB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0097.degrees latitude (g = 980.6199 gals.).
 EB0097
 EB0097.The modeled gravity was interpolated from observed gravity values.
 EB0097
 EB0097;                    North         East     Units Scale Factor Converg.
 EB0097;SPC NC       -   107,828.694   660,797.444   MT  0.99991525   +0 19 21.5
 EB0097;SPC NC       -   353,767.97  2,167,966.28   sFT  0.99991525   +0 19 21.5
 EB0097;UTM  17      - 3,845,055.875   734,329.129   MT  1.00027684   +1 27 29.5
 EB0097
 EB0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0097!SPC NC       -   1.00000111  x   0.99991525  =   0.99991636
 EB0097!UTM  17      -   1.00000111  x   1.00027684  =   1.00027795
 EB0097
 EB0097:                Primary Azimuth Mark                     Grid Az
 EB0097:SPC NC       -  BEARD                                    214 18 21.9
 EB0097:UTM  17      -  BEARD                                    213 10 13.9
 EB0097
 EB0097|---------------------------------------------------------------------|
 EB0097| PID    Reference Object                     Distance      Geod. Az  |
 EB0097|                                                           dddmmss.s |
 EB0097| EB0098 BEARD                               APPROX. 0.5 KM 2143743.4 |
 EB0097| EB0096 VOLTS                               APPROX. 0.5 KM 3594809.9 |
 EB0097|---------------------------------------------------------------------|
 EB0097
 EB0097                          SUPERSEDED SURVEY CONTROL
 EB0097
 EB0097  NAD 83(1986)-  34 43 14.64793(N)    078 26 27.69013(W) AD(       ) 2
 EB0097  NAD 27      -  34 43 14.03367(N)    078 26 28.67589(W) AD(       ) 2
 EB0097  NGVD 29 (??/??/92)   28.212  (m)           92.56   (f) ADJ UNCH    2 0
 EB0097
 EB0097.Superseded values are not recommended for survey control.
 EB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0097.See file dsdata.txt to determine how the superseded data were derived.
 EB0097
 EB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3432945056(NAD 83)
 EB0097_MARKER: DB = BENCH MARK DISK
 EB0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0097_STAMPING: BEARD NO 1 1933
 EB0097_MARK LOGO: CGS   
 EB0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0097+STABILITY: SURFACE MOTION
 EB0097
 EB0097  HISTORY     - Date     Condition        Report By
 EB0097  HISTORY     - 1933     MONUMENTED       CGS
 EB0097  HISTORY     - 1935     GOOD             NGS
 EB0097  HISTORY     - 1974     GOOD             NGS
 EB0097
 EB0097                          STATION DESCRIPTION
 EB0097
 EB0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JWC)
 EB0097'BEARD RM 1 1933 AZ. MARK IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 EB0097'IN THE VICINITY OF GARLAND, NORTH CAROLINA.
 EB0097'
 EB0097'BEARD RM 1 1933 AZ. MARK IS LOCATED APPROXIMATELY 5.10 MILES SW OF
 EB0097'GARLAND, AND 5.35 MILES NNE OF WHITE LAKE.  TO REACH STATION FROM
 EB0097'THE INTERSECTION OF US 701 AND NC 210 SW OF GARLAND (SAMPSON
 EB0097'COUNTY), PROCEED SW ALONG US 701 FOR 2.05 MILES TO INTERSECTION
 EB0097'WITH SR 1523, THENCE LEFT ON SR 1523 FOR 0.25 MILES TO STATION ON
 EB0097'LEFT, 0.35 MILES NORTH OF BEARD CHAPEL BAPTIST CHURCH.
 EB0097'
 EB0097'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK SET IN THE
 EB0097'TOP OF A CONCRETE CYLINDER, STAMPED BEARD RM 1 1933 AZ. MARK, AND IS
 EB0097'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EB0097'
 EB0097'MARK IS
 EB0097'
 EB0097'32.8 FEET ESE OF C/L OF SR 1523.
 EB0097'17.8 FEET SW OF 10 INCH PINE W/ALUMINUM REF. TAG.
 EB0097'26.9 FEET NW OF 12 INCH PINE W/ALUMINUM REF. TAG.
 EB0097'0.9 FEET N OF METAL WITNESS POST.
 EB0097
 EB0097                          STATION RECOVERY (1935)
 EB0097
 EB0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 EB0097'5.1 MI SW FROM GARLAND.
 EB0097'IN BLADEN COUNTY, 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 701
 EB0097'FROM THE ATLANTIC COAST LINE RAILROAD STATION AT GARLAND, SAMPSON
 EB0097'COUNTY, 0.3 MILE NORTHEAST OF THE BEARD BAPTIST CHURCH, AT THE
 EB0097'SOUTH END OF A LONG CURVE, 31 YARDS EAST OF POLE 647, 31.8 FEET
 EB0097'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 EB0097'HIGHWAY.  A STANDARD REFERENCE-MARK DISK, STAMPED BEARD NO.
 EB0097'1 1933 AND SET IN THE TOP OF A CONCRETE POST.
 EB0097
 EB0097                          STATION RECOVERY (1974)
 EB0097
 EB0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EB0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0101 ***********************************************************************
 EB0101  DESIGNATION -  BEARD RM 2
 EB0101  PID         -  EB0101
 EB0101  STATE/COUNTY-  NC/BLADEN
 EB0101  USGS QUAD   -  WHITE LAKE (1986)
 EB0101
 EB0101                         *CURRENT SURVEY CONTROL
 EB0101  ___________________________________________________________________
 EB0101* NAD 83(1986)-  34 43 01.     (N)    078 26 39.     (W)     SCALED    
 EB0101* NAVD 88     -        28.233  (meters)      92.63   (feet)  ADJUSTED  
 EB0101  ___________________________________________________________________
 EB0101  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EB0101  DYNAMIC HT  -          28.206 (meters)      92.54  (feet)  COMP
 EB0101  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EB0101
 EB0101  VERT ORDER  -  SECOND    CLASS 0
 EB0101
 EB0101.The horizontal coordinates were scaled from a topographic map and have
 EB0101.an estimated accuracy of +/- 6 seconds.
 EB0101
 EB0101.The orthometric height was determined by differential leveling
 EB0101.and adjusted in June 1991.
 EB0101.WARNING-Repeat measurements at this control monument indicate possible
 EB0101.vertical movement.
 EB0101
 EB0101.The geoid height was determined by GEOID03.
 EB0101
 EB0101.The dynamic height is computed by dividing the NAVD 88
 EB0101.geopotential number by the normal gravity value computed on the
 EB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0101.degrees latitude (g = 980.6199 gals.).
 EB0101
 EB0101.The modeled gravity was interpolated from observed gravity values.
 EB0101
 EB0101;                    North         East    Units  Estimated Accuracy
 EB0101;SPC NC       -   107,410.      660,510.      MT  (+/- 180 meters Scaled)
 EB0101
 EB0101                          SUPERSEDED SURVEY CONTROL
 EB0101
 EB0101  NGVD 29 (??/??/92)   28.497  (m)           93.49   (f) ADJ UNCH    2 0
 EB0101
 EB0101.Superseded values are not recommended for survey control.
 EB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0101.See file dsdata.txt to determine how the superseded data were derived.
 EB0101
 EB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU340446(NAD 83)
 EB0101_MARKER: DR = REFERENCE MARK DISK
 EB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0101_STAMPING: BEARD NO 2 1933
 EB0101_MARK LOGO: CGS   
 EB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0101+STABILITY: SURFACE MOTION
 EB0101
 EB0101  HISTORY     - Date     Condition        Report By
 EB0101  HISTORY     - 1933     MONUMENTED       CGS
 EB0101  HISTORY     - 1935     GOOD             NGS
 EB0101  HISTORY     - 1974     GOOD             NGS
 EB0101
 EB0101                          STATION DESCRIPTION
 EB0101
 EB0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EB0101'5.4 MI SW FROM GARLAND.
 EB0101'IN BLADEN COUNTY, 5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 701
 EB0101'FROM THE ATLANTIC COAST LINE RAILROAD STATION AT GARLAND, SAMPSON
 EB0101'COUNTY, 28 YARDS NORTH OF THE NORTH CORNER OF THE BEARD BAPTIST
 EB0101'CHURCH, 19 YARDS SOUTHWEST OF POLE 638, 21.8 FEET NORTHWEST OF
 EB0101'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 EB0101'STANDARD REFERENCE-MARK DISK, STAMPED BEARD NO. 2 1933 AND SET
 EB0101'IN THE TOP OF A CONCRETE POST.
 EB0101
 EB0101                          STATION RECOVERY (1974)
 EB0101
 EB0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EB0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0099 ***********************************************************************
 EB0099  DESIGNATION -  BEARD RM 4
 EB0099  PID         -  EB0099
 EB0099  STATE/COUNTY-  NC/BLADEN
 EB0099  USGS QUAD   -  WHITE LAKE (1986)
 EB0099
 EB0099                         *CURRENT SURVEY CONTROL
 EB0099  ___________________________________________________________________
 EB0099* NAD 83(1986)-  34 43 01.     (N)    078 26 39.     (W)     SCALED    
 EB0099* NAVD 88     -        28.419  (meters)      93.24   (feet)  ADJUSTED  
 EB0099  ___________________________________________________________________
 EB0099  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EB0099  DYNAMIC HT  -          28.392 (meters)      93.15  (feet)  COMP
 EB0099  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 EB0099
 EB0099  VERT ORDER  -  SECOND    CLASS II
 EB0099
 EB0099.The horizontal coordinates were scaled from a topographic map and have
 EB0099.an estimated accuracy of +/- 6 seconds.
 EB0099
 EB0099.The orthometric height was determined by differential leveling
 EB0099.and adjusted in June 1991.
 EB0099
 EB0099.The geoid height was determined by GEOID03.
 EB0099
 EB0099.The dynamic height is computed by dividing the NAVD 88
 EB0099.geopotential number by the normal gravity value computed on the
 EB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0099.degrees latitude (g = 980.6199 gals.).
 EB0099
 EB0099.The modeled gravity was interpolated from observed gravity values.
 EB0099
 EB0099;                    North         East    Units  Estimated Accuracy
 EB0099;SPC NC       -   107,410.      660,510.      MT  (+/- 180 meters Scaled)
 EB0099
 EB0099                          SUPERSEDED SURVEY CONTROL
 EB0099
 EB0099  NGVD 29 (??/??/92)   28.683  (m)           94.10   (f) ADJ UNCH    2 2
 EB0099
 EB0099.Superseded values are not recommended for survey control.
 EB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0099.See file dsdata.txt to determine how the superseded data were derived.
 EB0099
 EB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU340446(NAD 83)
 EB0099_MARKER: DR = REFERENCE MARK DISK
 EB0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0099_STAMPING: BEARD NO 4 1933
 EB0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0099+STABILITY: SURFACE MOTION
 EB0099
 EB0099  HISTORY     - Date     Condition        Report By
 EB0099  HISTORY     - 1965     MONUMENTED       CGS
 EB0099  HISTORY     - 1974     GOOD             NGS
 EB0099
 EB0099                          STATION DESCRIPTION
 EB0099
 EB0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 EB0099'5.3 MI SW FROM GARLAND.
 EB0099'ABOUT 5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 701.  ON THE PROPERTY
 EB0099'OF THE W.G. WHITEHEAD ESTATE, 90.45 FEET NORTHWEST OF THE STATION,
 EB0099'28 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET SOUTHEAST
 EB0099'OF UTILITY POLE 632.  SET IN A CONCRETE POST ABOUT 10 INCHES
 EB0099'IN DIAMETER AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3706 ***********************************************************************
 EY3706  DESIGNATION -  BEARDS CREEK 2
 EY3706  PID         -  EY3706
 EY3706  STATE/COUNTY-  NC/PAMLICO
 EY3706  USGS QUAD   -  ARAPAHOE (1993)
 EY3706
 EY3706                         *CURRENT SURVEY CONTROL
 EY3706  ___________________________________________________________________
 EY3706* NAD 83(2001)-  35 00 09.37328(N)    076 52 27.79499(W)     ADJUSTED  
 EY3706* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 EY3706  ___________________________________________________________________
 EY3706  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 EY3706  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY3706  HORZ ORDER  -  THIRD
 EY3706
 EY3706.The horizontal coordinates were established by classical geodetic methods
 EY3706.and adjusted by the National Geodetic Survey in August 2005.
 EY3706
 EY3706.The orthometric height was scaled from a topographic map.
 EY3706
 EY3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3706
 EY3706.The geoid height was determined by GEOID03.
 EY3706
 EY3706;                    North         East     Units Scale Factor Converg.
 EY3706;SPC NC       -   141,028.534   803,600.625   MT  0.99988199   +1 13 36.6
 EY3706;SPC NC       -   462,691.12  2,636,479.72   sFT  0.99988199   +1 13 36.6
 EY3706;UTM  18      - 3,874,937.010   328,953.937   MT  0.99996059   -1 04 31.6
 EY3706
 EY3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3706!SPC NC       -   1.00000467  x   0.99988199  =   0.99988666
 EY3706!UTM  18      -   1.00000467  x   0.99996059  =   0.99996526
 EY3706
 EY3706:                Primary Azimuth Mark                     Grid Az
 EY3706:SPC NC       -  SLOCUM CREEK                             201 19 58.7
 EY3706:UTM  18      -  SLOCUM CREEK                             203 38 06.9
 EY3706
 EY3706|---------------------------------------------------------------------|
 EY3706| PID    Reference Object                     Distance      Geod. Az  |
 EY3706|                                                           dddmmss.s |
 EY3706| EA2121 SLOCUM CREEK                        APPROX. 5.3 KM 2023335.3 |
 EY3706| EA2111 OTTER CREEK BEACON                  APPROX. 7.2 KM 2662126.2 |
 EY3706|---------------------------------------------------------------------|
 EY3706
 EY3706                          SUPERSEDED SURVEY CONTROL
 EY3706
 EY3706  NAD 83(1986)-  35 00 09.38376(N)    076 52 27.80435(W) AD(       ) 3
 EY3706  NAD 27      -  35 00 08.80200(N)    076 52 29.02000(W) AD(       ) 3
 EY3706
 EY3706.Superseded values are not recommended for survey control.
 EY3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3706.See file dsdata.txt to determine how the superseded data were derived.
 EY3706
 EY3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2895474937(NAD 83)
 EY3706_MARKER: Z = SEE DESCRIPTION
 EY3706_SETTING: 0 = UNSPECIFIED SETTING
 EY3706_MARK LOGO: CGS   
 EY3706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3706
 EY3706  HISTORY     - Date     Condition        Report By
 EY3706  HISTORY     - 1911     MONUMENTED       CGS
 EY3706  HISTORY     - 1933     MARK NOT FOUND   CGS
 EY3706
 EY3706                          STATION DESCRIPTION
 EY3706
 EY3706'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (HPR)
 EY3706'STATION IS ON THE N SIDE OF NEUSE RIVER, 1/4 MILE W OF THE MOUTH OF
 EY3706'BEARD CREEK, AT THE FOOT OF A BLUFF, ON TOP OF WHICH IS A SMALL
 EY3706'FRAME HOUSE IN A CLEARING WHICH HAS A FRINGE OF SMALL PINES
 EY3706'ALONG THE EDGE OF THE BLUFF, 200 YARDS W OF THE HOUSE, 15 FEET
 EY3706'FROM HIGH WATER.
 EY3706'
 EY3706'THE STATION IS MARKED BY A 2-INCH GALVANIZED-IRON PIPE.
 EY3706'
 EY3706'THE WITNESS MARKS ARE 60-PENNY WIRE NAILS IN SQUARE BLAZES ON
 EY3706'TREES ABOUT 3 FEET FROM THE GROUND.  WITNESS MARK NO.1 IS ON A
 EY3706'12-INCH SWEET GUM TREE, (34.031 METERS) 111.65 FEET EASTERLY
 EY3706'FROM THE STATION.  WITNESS MARK NO.2 IS ON A 14-INCH PINE,
 EY3706'(33.680 METERS) 110.50 FEET NNE FROM THE STATION.
 EY3706'
 EY3706'THE DISTANCE BETWEEN THE TWO WITNESS MARKS IS (27.1 METERS) 89
 EY3706'FEET.
 EY3706
 EY3706                          STATION RECOVERY (1933)
 EY3706
 EY3706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3706'STATION IS LOST DUE TO SHORE EROSION.  THE WITNESS MARKS WERE
 EY3706'BOTH GONE.  THE HOUSE WAS ALSO GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2036 ***********************************************************************
 FY2036  DESIGNATION -  BEARPOND
 FY2036  PID         -  FY2036
 FY2036  STATE/COUNTY-  NC/VANCE
 FY2036  USGS QUAD   -  HENDERSON (1982)
 FY2036
 FY2036                         *CURRENT SURVEY CONTROL
 FY2036  ___________________________________________________________________
 FY2036* NAD 83(2001)-  36 16 34.18668(N)    078 23 55.57230(W)     ADJUSTED  
 FY2036* NAVD 88     -       156.023  (meters)     511.89   (feet)  ADJUSTED  
 FY2036  ___________________________________________________________________
 FY2036  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 FY2036  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 FY2036  DYNAMIC HT  -         155.893 (meters)     511.46  (feet)  COMP
 FY2036  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 FY2036
 FY2036  HORZ ORDER  -  SECOND
 FY2036  VERT ORDER  -  FIRST     CLASS II
 FY2036
 FY2036.The horizontal coordinates were established by classical geodetic methods
 FY2036.and adjusted by the National Geodetic Survey in August 2005.
 FY2036
 FY2036.The orthometric height was determined by differential leveling
 FY2036.and adjusted in June 1991.
 FY2036
 FY2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2036
 FY2036.The geoid height was determined by GEOID03.
 FY2036
 FY2036.The dynamic height is computed by dividing the NAVD 88
 FY2036.geopotential number by the normal gravity value computed on the
 FY2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2036.degrees latitude (g = 980.6199 gals.).
 FY2036
 FY2036.The modeled gravity was interpolated from observed gravity values.
 FY2036
 FY2036;                    North         East     Units Scale Factor Converg.
 FY2036;SPC NC       -   280,407.567   663,622.115   MT  1.00003240   +0 20 49.2
 FY2036;SPC NC       -   919,970.49  2,177,233.56   sFT  1.00003240   +0 20 49.2
 FY2036;UTM  17      - 4,017,719.054   733,646.827   MT  1.00027267   +1 32 23.2
 FY2036
 FY2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2036!SPC NC       -   0.99998066  x   1.00003240  =   1.00001306
 FY2036!UTM  17      -   0.99998066  x   1.00027267  =   1.00025332
 FY2036
 FY2036:                Primary Azimuth Mark                     Grid Az
 FY2036:SPC NC       -  MAPLE                                    049 56 37.6
 FY2036:UTM  17      -  MAPLE                                    048 45 03.6
 FY2036
 FY2036|---------------------------------------------------------------------|
 FY2036| PID    Reference Object                     Distance      Geod. Az  |
 FY2036|                                                           dddmmss.s |
 FY2036| FY2824 MAPLE                               486.225 METERS 0501726.8 |
 FY2036| FY2037 BEARPOND RM 1                        48.232 METERS 10322     |
 FY2036| FY2039 BEARPOND AZ MK                      APPROX. 0.8 KM 2451414.8 |
 FY2036| FY2038 BEARPOND RM 2                        27.798 METERS 34134     |
 FY2036|---------------------------------------------------------------------|
 FY2036
 FY2036                          SUPERSEDED SURVEY CONTROL
 FY2036
 FY2036  NAD 83(1993)-  36 16 34.18936(N)    078 23 55.57536(W) AD(       ) 2
 FY2036  NAD 83(1986)-  36 16 34.18751(N)    078 23 55.58242(W) AD(       ) 2
 FY2036  NAD 27      -  36 16 33.65855(N)    078 23 56.59071(W) AD(       ) 2
 FY2036  NGVD 29 (03/05/92)  156.309  (m)          512.82   (f) ADJUSTED    1 2
 FY2036
 FY2036.Superseded values are not recommended for survey control.
 FY2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2036.See file dsdata.txt to determine how the superseded data were derived.
 FY2036
 FY2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3364717719(NAD 83)
 FY2036_MARKER: DS = TRIANGULATION STATION DISK
 FY2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2036_SP_SET: CONCRETE POST
 FY2036_STAMPING: BEARPOND 1969
 FY2036_PROJECTION: FLUSH
 FY2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2036+STABILITY: SURFACE MOTION
 FY2036
 FY2036  HISTORY     - Date     Condition        Report By
 FY2036  HISTORY     - 1969     MONUMENTED       CGS
 FY2036  HISTORY     - 1976     GOOD             NCGS
 FY2036  HISTORY     - 1979     GOOD             NCGS
 FY2036  HISTORY     - 1979     GOOD             NCGS
 FY2036
 FY2036                          STATION DESCRIPTION
 FY2036
 FY2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2036'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF HENDERSON AND 1/4 MILE
 FY2036'EAST OF THE VILLAGE OF BEARPOND, IN THE NORTHEAST ANGLE OF A
 FY2036'PAVED ROAD JUNCTION.
 FY2036'
 FY2036'TO REACH THE STATION FROM THE FIRE DEPARTMENT IN BEARPOND, GO
 FY2036'SOUTH ON U.S. HIGHWAY 1 (BUSINESS ROUTE) FOR 0.05 MILE TO A
 FY2036'CROSSROAD.  TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 FY2036'SOUTH ON HIGHWAY FOR 0.25 MILE TO A FORK AND THE MARK IN THE
 FY2036'SOUTHWEST ANGLE.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.3
 FY2036'MILE TO A SIDE ROAD AND THE MARK ON THE LEFT.
 FY2036'
 FY2036'STATION MARK IS A STANDARD DISK, STAMPED BEARPOND 1969, SET IN
 FY2036'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 FY2036'FLUSH WITH THE GROUND SURFACE.  IT IS 153.0 FEET WEST-NORTHWEST OF
 FY2036'THE NORTHWEST CORNER OF A CONCRETE BRIDGE, 110.0 FEET EAST OF THE
 FY2036'CENTERLINE OF AN ACCESS ROAD AND 15.5 FEET NORTH OF THE
 FY2036'CENTERLINE OF A PAVED ROAD.  THE UNDERGROUND MARK IS 40 INCHES
 FY2036'BELOW THE GROUND SURFACE.
 FY2036'
 FY2036'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEARPOND NO 1 1969,
 FY2036'CEMENTED IN A DRILL HOLE ON THE NORTH SIDE AND NEAR THE WEST
 FY2036'END OF A BRIDGE ABUTMENT OF A CONCRETE BRIDGE OVER U.S. HIGHWAY
 FY2036'1.  IT IS 15.0 FEET NORTH OF THE CENTERLINE OF THE BRIDGE, 1.5
 FY2036'FEET NORTH OF THE NORTH RAIL OF THE BRIDGE AND ABOUT 1 FOOT
 FY2036'LOWER THAN THE STATION.
 FY2036'
 FY2036'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEARPOND NO 2 1969,
 FY2036'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FY2036'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40.0 FEET EAST OF
 FY2036'THE CENTERLINE OF THE ACCESS ROAD AND ABOUT 2 FEET LOWER THAN
 FY2036'THE STATION.
 FY2036'
 FY2036'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEARPOND 1969, SET IN
 FY2036'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 FY2036'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 81.0 FEET WEST OF THE
 FY2036'CENTERLINE OF U.S. HIGHWAY 1 A, 64.0 FEET SOUTHEAST OF THE
 FY2036'CENTERLINE OF AN ACCESS ROAD, 4.5 FEET NORTH OF A TELEPHONE LINE
 FY2036'POLE AND 1.8 FEET SOUTH OF A WITNESS POST.
 FY2036
 FY2036                          STATION RECOVERY (1976)
 FY2036
 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY2036'STATION MARK, RM 1, RM 2, AND AZ MK WERE RECOVERED IN GOOD CONDITION.
 FY2036'
 FY2036'A REVISED DESCRIPTION FOLLOWS.  TO REACH STATION FROM THE US 1
 FY2036'BUSINESS AND SR 1115 CROSSROADS AT BEARPOND, PROCEED EASTERLY ALONG SR
 FY2036'1115 FOR 0.3 MILE TO STATION ON LEFT, APPROXIMATELY 150 FEET WEST-
 FY2036'NORTHWEST OF NORTHWEST END OF CONCRETE BRIDGE OVER US 1 BYPASS.
 FY2036'
 FY2036'THE MARK IS 15.3 FEET NORTH OF THE CENTERLINE OF SR 1115, 144.2 FEET
 FY2036'EAST-NORTHEAST OF THE CENTERLINE OF INTERSECTION OF HIGHWAY WITH AND
 FY2036'OF ACCESS ROAD, 109.9 FEET NORTH OF POWER POLE WITH TELEPHONE PEDESTAL
 FY2036'NO.R47S AND WITH ALUMINUM TAG.  REFERENCES FOR RM 1 GOOD, ADD
 FY2036'FOLLOWING REFERENCE FOR RM 2 - 137.0 FEET NORTH OF CENTERLINE OF SR
 FY2036'1115.
 FY2036
 FY2036                          STATION RECOVERY (1979)
 FY2036
 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 FY2036'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FY2036'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTION.  THE STATION IS 50.6
 FY2036'FEET NORTH OF ROAD - NOT 15.5 FEET.
 FY2036
 FY2036                          STATION RECOVERY (1979)
 FY2036
 FY2036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY2036'3.6 MI SOUTH FROM HENDERSON.
 FY2036'0.3 MILE NORTH ALONG U.S. 1 BUSINESS FROM U.S. 1 BYPASS BRIDGE
 FY2036'SOUTH OF HENDERSON, THENCE 0.4 MILE EAST ALONG SR 1115, ON WEST
 FY2036'SIDE OF BRIDGE OVER U.S. 1 BYPASS, ON NORTH SIDE OF ROAD IN A
 FY2036'LARGE GRASS TRAFFIC ISLAND, 50.6 FEET NORTH OF CENTERLINE OF
 FY2036'ROAD, 110.0 FEET EAST OF CENTERLINE OF ACCESS ROAD FROM BYPASS,
 FY2036'110.1 FEET NORTH OF POWER POLE WITH REFERENCE TAG, 91.2 FEET
 FY2036'SOUTH-SOUTHEAST OF RM 2 AND 158.3 FEET WEST-NORTHWEST OF RM 1.
 FY2036'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2039 ***********************************************************************
 FY2039  FBN         -  This is a Federal Base Network Control Station.
 FY2039  DESIGNATION -  BEARPOND AZ MK
 FY2039  PID         -  FY2039
 FY2039  STATE/COUNTY-  NC/VANCE
 FY2039  USGS QUAD   -  HENDERSON (1982)
 FY2039
 FY2039                         *CURRENT SURVEY CONTROL
 FY2039  ___________________________________________________________________
 FY2039* NAD 83(2007)-  36 16 23.63365(N)    078 24 23.82241(W)     ADJUSTED  
 FY2039* NAVD 88     -       155.821  (meters)     511.22   (feet)  ADJUSTED  
 FY2039  ___________________________________________________________________
 FY2039  EPOCH DATE  -        2002.00
 FY2039  X           -   1,034,610.720 (meters)                     COMP
 FY2039  Y           -  -5,043,187.427 (meters)                     COMP
 FY2039  Z           -   3,752,749.837 (meters)                     COMP
 FY2039  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 FY2039  ELLIP HEIGHT-         123.067 (meters)          (02/10/07) ADJUSTED
 FY2039  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FY2039  DYNAMIC HT  -         155.692 (meters)     510.80  (feet)  COMP
 FY2039
 FY2039  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2039  Type    PID    Designation                      North   East  Ellip
 FY2039  -------------------------------------------------------------------
 FY2039  NETWORK FY2039 BEARPOND AZ MK                    0.39   0.35   1.27
 FY2039  -------------------------------------------------------------------
 FY2039  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 FY2039
 FY2039  VERT ORDER  -  FIRST     CLASS II
 FY2039
 FY2039.The horizontal coordinates were established by GPS observations
 FY2039.and adjusted by the National Geodetic Survey in February 2007.
 FY2039
 FY2039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2039.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2039.The horizontal coordinates are valid at the epoch date displayed above.
 FY2039.The epoch date for horizontal control is a decimal equivalence
 FY2039.of Year/Month/Day.
 FY2039
 FY2039.The orthometric height was determined by differential leveling
 FY2039.and adjusted in June 1991.
 FY2039
 FY2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2039
 FY2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2039
 FY2039.The ellipsoidal height was determined by GPS observations
 FY2039.and is referenced to NAD 83.
 FY2039
 FY2039.The geoid height was determined by GEOID03.
 FY2039
 FY2039.The dynamic height is computed by dividing the NAVD 88
 FY2039.geopotential number by the normal gravity value computed on the
 FY2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2039.degrees latitude (g = 980.6199 gals.).
 FY2039
 FY2039.The modeled gravity was interpolated from observed gravity values.
 FY2039
 FY2039;                    North         East     Units Scale Factor Converg.
 FY2039;SPC NC       -   280,078.040   662,918.987   MT  1.00003148   +0 20 32.9
 FY2039;SPC NC       -   918,889.37  2,174,926.71   sFT  1.00003148   +0 20 32.9
 FY2039;UTM  17      - 4,017,374.881   732,950.544   MT  1.00026867   +1 32 06.1
 FY2039
 FY2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2039!SPC NC       -   0.99998069  x   1.00003148  =   1.00001217
 FY2039!UTM  17      -   0.99998069  x   1.00026867  =   1.00024935
 FY2039
 FY2039|---------------------------------------------------------------------|
 FY2039| PID    Reference Object                     Distance      Geod. Az  |
 FY2039|                                                           dddmmss.s |
 FY2039| FY2844 STEWART                             325.077 METERS 22649     |
 FY2039|---------------------------------------------------------------------|
 FY2039
 FY2039                          SUPERSEDED SURVEY CONTROL
 FY2039
 FY2039  NAD 83(2001)-  36 16 23.63404(N)    078 24 23.82230(W) AD(       ) A
 FY2039  ELLIP H (09/24/02)  123.064  (m)                       GP(       ) 4 1
 FY2039  NAD 83(1995)-  36 16 23.63461(N)    078 24 23.82214(W) AD(       ) B
 FY2039  ELLIP H (09/11/96)  123.085  (m)                       GP(       ) 4 1
 FY2039  NAD 83(1993)-  36 16 23.63648(N)    078 24 23.82611(W) AD(       ) 2
 FY2039  NAD 83(1986)-  36 16 23.63467(N)    078 24 23.83319(W) AD(       ) 1
 FY2039  NAD 27      -  36 16 23.10568(N)    078 24 24.83980(W) AD(       ) 2
 FY2039  NAVD 88 (09/11/96)  155.82   (m)          511.2    (f) LEVELING    3  
 FY2039  NGVD 29 (03/05/92)  156.107  (m)          512.16   (f) ADJUSTED    1 2
 FY2039
 FY2039.Superseded values are not recommended for survey control.
 FY2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2039.See file dsdata.txt to determine how the superseded data were derived.
 FY2039
 FY2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3295117375(NAD 83)
 FY2039_MARKER: DZ = AZIMUTH MARK DISK
 FY2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2039_SP_SET: CONCRETE POST
 FY2039_STAMPING: BEARPOND 1969
 FY2039_MARK LOGO: CGS   
 FY2039_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2039_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2039+STABILITY: SURFACE MOTION
 FY2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2039+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2001
 FY2039
 FY2039  HISTORY     - Date     Condition        Report By
 FY2039  HISTORY     - 1969     MONUMENTED       CGS
 FY2039  HISTORY     - 1976     GOOD             NCGS
 FY2039  HISTORY     - 1979     GOOD             NCGS
 FY2039  HISTORY     - 1979     GOOD             NCGS
 FY2039  HISTORY     - 1985     GOOD             USPSQD
 FY2039  HISTORY     - 19931213 GOOD             NCGS
 FY2039  HISTORY     - 20010117 GOOD             NCGS
 FY2039
 FY2039                          STATION DESCRIPTION
 FY2039
 FY2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (EM)
 FY2039'BEAR POND AZ. IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 FY2039'ESTABLISHED IN THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2039'
 FY2039'BEAR POND AZ. IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF
 FY2039'HENDERSON.  TO REACH STATION PROCEED FROM THE BRIDGE ON U.S. 1
 FY2039'BYPASS OVER U.S. 1 BUSINESS, GO NORTHEAST ON U.S. 1 BUSINESS
 FY2039'FOR 0.1 MILE TO STATION ON WEST SIDE OF U.S. 1 BUSINESS.
 FY2039'
 FY2039'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FY2039'MARK, STAMPED BEAR POND AZ. 1969, WHICH IS 4 INCHES ABOVE THE
 FY2039'SURFACE OF THE GROUND.
 FY2039'
 FY2039'MARK IS
 FY2039'
 FY2039'81.4 FT W OF U.S. 1 BUSINESS
 FY2039'
 FY2039'64.0 FT SE OF S APPROACH TO U.S. 1 BYPASS SOUTH
 FY2039'
 FY2039'1.9 FT S OF WITNESS POST
 FY2039'
 FY2039'4.2 FT N OF PP 46
 FY2039'
 FY2039'78.3 FT NW OF RESUME SAFE SPEED SIGN
 FY2039
 FY2039                          STATION RECOVERY (1976)
 FY2039
 FY2039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY2039'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 FY2039
 FY2039                          STATION RECOVERY (1979)
 FY2039
 FY2039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 FY2039'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FY2039
 FY2039                          STATION RECOVERY (1979)
 FY2039
 FY2039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY2039'3.9 MI SOUTH FROM HENDERSON.
 FY2039'LOCATED AT THE U.S. 1 BYPASS BRIDGE OVER U.S. 1 BUSINESS SOUTH
 FY2039'OF HENDERSON, APPROXIMATELY 400 FEET NORTH OF BRIDGE BETWEEN THE
 FY2039'BUSINESS ROUTE AND ACCESS LANE TO BYPASS, 81.0 FEET WEST OF
 FY2039'CENTERLINE OF HIGHWAY, 64.0 FEET SOUTHEAST OF CENTERLINE OF
 FY2039'ACCESS LANE AND 4.5 FEET NORTH OF POWER POLE WITH REFERENCE TAG.
 FY2039'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 FY2039'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2039
 FY2039                          STATION RECOVERY (1985)
 FY2039
 FY2039'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2039'BEAR POND 1969 AZ MK FOUND GOOD.
 FY2039'WITNESS POST GOOD.
 FY2039
 FY2039                          STATION RECOVERY (1993)
 FY2039
 FY2039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 FY2039'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING CORRECTIONS.  MARK IS
 FY2039'FLUSH WITH THE GROUND.  RESUME SAFE SPEED SIGN IS GONE.
 FY2039
 FY2039                          STATION RECOVERY (2001)
 FY2039
 FY2039'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 FY2039'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. MARK IS FLUSH WITH
 FY2039'GROUND,
 FY2039'REFERENCED POWER POLE IS NO. (65K46EMDIG) WITH A TRANSFORMER AND GUY
 FY2039'WIRE.
 FY2039'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2037 ***********************************************************************
 FY2037  DESIGNATION -  BEARPOND RM 1
 FY2037  PID         -  FY2037
 FY2037  STATE/COUNTY-  NC/VANCE
 FY2037  USGS QUAD   -  HENDERSON (1982)
 FY2037
 FY2037                         *CURRENT SURVEY CONTROL
 FY2037  ___________________________________________________________________
 FY2037* NAD 83(1986)-  36 16 35.     (N)    078 23 54.     (W)     SCALED    
 FY2037* NAVD 88     -       156.595  (meters)     513.76   (feet)  ADJUSTED  
 FY2037  ___________________________________________________________________
 FY2037  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 FY2037  DYNAMIC HT  -         156.466 (meters)     513.34  (feet)  COMP
 FY2037  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 FY2037
 FY2037  VERT ORDER  -  FIRST     CLASS II
 FY2037
 FY2037.The horizontal coordinates were scaled from a topographic map and have
 FY2037.an estimated accuracy of +/- 6 seconds.
 FY2037
 FY2037.The orthometric height was determined by differential leveling
 FY2037.and adjusted in June 1991.
 FY2037
 FY2037.The geoid height was determined by GEOID03.
 FY2037
 FY2037.The dynamic height is computed by dividing the NAVD 88
 FY2037.geopotential number by the normal gravity value computed on the
 FY2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2037.degrees latitude (g = 980.6199 gals.).
 FY2037
 FY2037.The modeled gravity was interpolated from observed gravity values.
 FY2037
 FY2037;                    North         East    Units  Estimated Accuracy
 FY2037;SPC NC       -   280,430.      663,660.      MT  (+/- 180 meters Scaled)
 FY2037
 FY2037                          SUPERSEDED SURVEY CONTROL
 FY2037
 FY2037  NGVD 29 (03/05/92)  156.882  (m)          514.70   (f) ADJUSTED    1 2
 FY2037
 FY2037.Superseded values are not recommended for survey control.
 FY2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2037.See file dsdata.txt to determine how the superseded data were derived.
 FY2037
 FY2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA336177(NAD 83)
 FY2037_MARKER: DR = REFERENCE MARK DISK
 FY2037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FY2037_SP_SET: BRIDGE ABUTMENT
 FY2037_STAMPING: BEARPOND NO 1 1969
 FY2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2037+STABILITY: SURFACE MOTION
 FY2037
 FY2037  HISTORY     - Date     Condition        Report By
 FY2037  HISTORY     - 1969     MONUMENTED       CGS
 FY2037  HISTORY     - 1979     GOOD             NCGS
 FY2037
 FY2037                          STATION DESCRIPTION
 FY2037
 FY2037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY2037'3.6 MI SOUTH FROM HENDERSON.
 FY2037'0.3 MILE NORTH ALONG U.S. 1 BUSINESS FROM THE U.S. 1 BYPASS
 FY2037'BRIDGE SOUTH OF HENDERSON, THENCE 0.45 MILE EAST ALONG SR 1115,
 FY2037'SET IN A DRILL HOLE ON THE NORTH SIDE OF THE WEST ABUTMENT OF A
 FY2037'BRIDGE OVER U.S. 1 BYPASS, 158.3 FEET EAST-SOUTHEAST OF
 FY2037'TRIANGULATION STATION BEARPOND, 15.0 FEET NORTH OF CENTERLINE OF
 FY2037'BRIDGE AND 1.5 FEET NORTH OF NORTH BRIDGE RAIL.
 FY2037'THE MARK IS 1 FT BELOW BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2038 ***********************************************************************
 FY2038  DESIGNATION -  BEARPOND RM 2
 FY2038  PID         -  FY2038
 FY2038  STATE/COUNTY-  NC/VANCE
 FY2038  USGS QUAD   -  HENDERSON (1982)
 FY2038
 FY2038                         *CURRENT SURVEY CONTROL
 FY2038  ___________________________________________________________________
 FY2038* NAD 83(1986)-  36 16 36.     (N)    078 23 57.     (W)     SCALED    
 FY2038* NAVD 88     -       155.322  (meters)     509.59   (feet)  ADJUSTED  
 FY2038  ___________________________________________________________________
 FY2038  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 FY2038  DYNAMIC HT  -         155.194 (meters)     509.17  (feet)  COMP
 FY2038  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 FY2038
 FY2038  VERT ORDER  -  FIRST     CLASS II
 FY2038
 FY2038.The horizontal coordinates were scaled from a topographic map and have
 FY2038.an estimated accuracy of +/- 6 seconds.
 FY2038
 FY2038.The orthometric height was determined by differential leveling
 FY2038.and adjusted in June 1991.
 FY2038
 FY2038.The geoid height was determined by GEOID03.
 FY2038
 FY2038.The dynamic height is computed by dividing the NAVD 88
 FY2038.geopotential number by the normal gravity value computed on the
 FY2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2038.degrees latitude (g = 980.6199 gals.).
 FY2038
 FY2038.The modeled gravity was interpolated from observed gravity values.
 FY2038
 FY2038;                    North         East    Units  Estimated Accuracy
 FY2038;SPC NC       -   280,460.      663,590.      MT  (+/- 180 meters Scaled)
 FY2038
 FY2038                          SUPERSEDED SURVEY CONTROL
 FY2038
 FY2038  NGVD 29 (03/05/92)  155.609  (m)          510.53   (f) ADJUSTED    1 2
 FY2038
 FY2038.Superseded values are not recommended for survey control.
 FY2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2038.See file dsdata.txt to determine how the superseded data were derived.
 FY2038
 FY2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA336177(NAD 83)
 FY2038_MARKER: DR = REFERENCE MARK DISK
 FY2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2038_SP_SET: CONCRETE POST
 FY2038_STAMPING: BEARPOND NO 2 1969
 FY2038_PROJECTION: FLUSH
 FY2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2038+STABILITY: SURFACE MOTION
 FY2038
 FY2038  HISTORY     - Date     Condition        Report By
 FY2038  HISTORY     - 1969     MONUMENTED       CGS
 FY2038  HISTORY     - 1979     GOOD             NCGS
 FY2038
 FY2038                          STATION DESCRIPTION
 FY2038
 FY2038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 FY2038'3.6 MI SOUTH FROM HENDERSON.
 FY2038'0.3 MILE NORTH ALONG U.S. 1 BUSINESS FROM THE U.S. 1 BYPASS
 FY2038'BRIDGE SOUTH OF HENDERSON, THENCE 0.4 MILE EAST ALONG SR 1115 ON
 FY2038'LEFT AT EAST SIDE OF ACCESS ROAD FROM U.S. 1 BYPASS AND ON NORTHWEST
 FY2038'SIDE OF AN OVERPASS, 40.0 FEET EAST OF CENTERLINE OF ACCESS ROAD,
 FY2038'91.2 FEET NORTH-NORTHWEST OF TRIANGULATION STATION BEARPOND, AND
 FY2038'137.0 FEET NORTH OF SR 1115.
 FY2038'THE MARK IS 2 FT BELOW TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3273 ***********************************************************************
 FB3273  DESIGNATION -  BEARWALLOW
 FB3273  PID         -  FB3273
 FB3273  STATE/COUNTY-  NC/BUNCOMBE
 FB3273  USGS QUAD   -  CANTON (1990)
 FB3273
 FB3273                         *CURRENT SURVEY CONTROL
 FB3273  ___________________________________________________________________
 FB3273* NAD 83(2001)-  35 34 57.15803(N)    082 46 38.73492(W)     ADJUSTED  
 FB3273* NAVD 88     -      1144.0    (meters)    3753.     (feet)  VERTCON   
 FB3273  ___________________________________________________________________
 FB3273  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 FB3273  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 FB3273  HORZ ORDER  -  SECOND
 FB3273
 FB3273.The horizontal coordinates were established by classical geodetic methods
 FB3273.and adjusted by the National Geodetic Survey in August 2005.
 FB3273
 FB3273.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3273
 FB3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3273
 FB3273.The geoid height was determined by GEOID03.
 FB3273
 FB3273;                    North         East     Units Scale Factor Converg.
 FB3273;SPC NC       -   209,798.035   267,349.144   MT  0.99988920   -2 10 48.8
 FB3273;SPC NC       -   688,312.39    877,127.98   sFT  0.99988920   -2 10 48.8
 FB3273;UTM  17      - 3,939,101.846   338,956.364   MT  0.99991960   -1 02 04.1
 FB3273
 FB3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3273!SPC NC       -   0.99982507  x   0.99988920  =   0.99971429
 FB3273!UTM  17      -   0.99982507  x   0.99991960  =   0.99974468
 FB3273
 FB3273:                Primary Azimuth Mark                     Grid Az
 FB3273:SPC NC       -  NEWFOUND                                 229 24 10.8
 FB3273:UTM  17      -  NEWFOUND                                 228 15 26.1
 FB3273
 FB3273|---------------------------------------------------------------------|
 FB3273| PID    Reference Object                     Distance      Geod. Az  |
 FB3273|                                                           dddmmss.s |
 FB3273| FB3276 NEWFOUND                            APPROX. 5.0 KM 2271322.0 |
 FB3273|---------------------------------------------------------------------|
 FB3273
 FB3273                          SUPERSEDED SURVEY CONTROL
 FB3273
 FB3273  NAD 83(1995)-  35 34 57.15839(N)    082 46 38.73483(W) AD(       ) 2
 FB3273  NAD 83(1986)-  35 34 57.16636(N)    082 46 38.73555(W) AD(       ) 2
 FB3273  NAD 27      -  35 34 56.78249(N)    082 46 39.25424(W) AD(       ) 2
 FB3273  NGVD 29 (07/19/86) 1144.0    (m)         3753.     (f) VERT ANG    3  
 FB3273
 FB3273.Superseded values are not recommended for survey control.
 FB3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3273.See file dsdata.txt to determine how the superseded data were derived.
 FB3273
 FB3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3895639102(NAD 83)
 FB3273_MARKER: DE = TRAVERSE STATION DISK
 FB3273_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3273
 FB3273  HISTORY     - Date     Condition        Report By
 FB3273  HISTORY     - 1977     MONUMENTED       NCGS
 FB3273
 FB3273                          STATION DESCRIPTION
 FB3273
 FB3273'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3273'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTHEAST OF CANTON AND
 FB3273'7.5 MILES WEST-NORTHWEST OF ENKA.
 FB3273'
 FB3273'TO REACH THE STATION FROM THE SR 1004 (NEWFOUND ROAD) OVERPASS OF I-40
 FB3273'IN NORTHEAST CANTON, PROCEED NORTHEAST ALONG SR 1004 FOR 3.3 MILES TO
 FB3273'NEWFOUND GAP AND DIRT DRIVE ON LEFT, THENCE NORTHERLY ALONG DIRT DRIVE
 FB3273'FOR 0.8 MILE TO PASTURE AREA AND GAP ON LEFT AND STATION LOCATED NEAR
 FB3273'CENTER OF GAP.
 FB3273'
 FB3273'STATION MARK IS A STANDARD DISK STAMPED---BEARWALLOW 1977---, SET IN
 FB3273'THE TOP OF A CONCRETE PRECAST, WHICH IS 4 INCHES ABOVE THE GROUND
 FB3273'SURFACE.  THE MARK IS 5.5 FEET SOUTHWEST OF FENCE LINE, 10.6 FEET
 FB3273'NORTHWEST OF FENCE POST WITH REFERENCE TAG, 17.1 FEET SOUTHEAST OF 48
 FB3273'INCH OAK WITH REFERENCE TAG, 30.8 FEET WEST-NORTHWEST OF 40 INCH DEAD
 FB3273'OAK WITH REFERENCE TAG AND 53.0 FEET NORTH-NORTHWEST OF 8 INCH CRAB
 FB3273'APPLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2908 ***********************************************************************
 FB2908  DESIGNATION -  BEARWALLOW FIRE TOWER
 FB2908  PID         -  FB2908
 FB2908  STATE/COUNTY-  NC/HENDERSON
 FB2908  USGS QUAD   -  BAT CAVE (1987)
 FB2908
 FB2908                         *CURRENT SURVEY CONTROL
 FB2908  ___________________________________________________________________
 FB2908* NAD 83(2001)-  35 27 39.25645(N)    082 21 25.74516(W)     ADJUSTED  
 FB2908* NAVD 88     -      1290.     (meters)    4232.     (feet)  SCALED    
 FB2908  ___________________________________________________________________
 FB2908  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 FB2908  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2908  HORZ ORDER  -  SECOND
 FB2908
 FB2908.The horizontal coordinates were established by classical geodetic methods
 FB2908.and adjusted by the National Geodetic Survey in August 2005.
 FB2908
 FB2908.The orthometric height was scaled from a topographic map.
 FB2908
 FB2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2908
 FB2908.The geoid height was determined by GEOID03.
 FB2908
 FB2908;                    North         East     Units Scale Factor Converg.
 FB2908;SPC NC       -   194,943.013   304,956.276   MT  0.99987923   -1 56 15.5
 FB2908;SPC NC       -   639,575.54  1,000,510.72   sFT  0.99987923   -1 56 15.5
 FB2908;UTM  17      - 3,925,003.806   376,852.321   MT  0.99978689   -0 47 14.8
 FB2908
 FB2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2908!SPC NC       -   0.99980231  x   0.99987923  =   0.99968157
 FB2908!UTM  17      -   0.99980231  x   0.99978689  =   0.99958924
 FB2908
 FB2908:                Primary Azimuth Mark                     Grid Az
 FB2908:SPC NC       -  GERTON                                   028 51 59.9
 FB2908:UTM  17      -  GERTON                                   027 42 59.2
 FB2908
 FB2908|---------------------------------------------------------------------|
 FB2908| PID    Reference Object                     Distance      Geod. Az  |
 FB2908|                                                           dddmmss.s |
 FB2908| FB2712 GERTON                              APPROX. 4.9 KM 0265544.4 |
 FB2908| FB2906 BEARWALLOW RM 2                      28.491 METERS 20356     |
 FB2908|---------------------------------------------------------------------|
 FB2908
 FB2908                          SUPERSEDED SURVEY CONTROL
 FB2908
 FB2908  NAD 83(1986)-  35 27 39.26496(N)    082 21 25.74505(W) AD(       ) 2
 FB2908  NAD 27      -  35 27 38.83990(N)    082 21 26.32826(W) AD(       ) 2
 FB2908  NGVD 29 (07/19/86) 1290.3    (m)         4233.     (f) VERT ANG    3  
 FB2908
 FB2908.Superseded values are not recommended for survey control.
 FB2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2908.See file dsdata.txt to determine how the superseded data were derived.
 FB2908
 FB2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7685225004(NAD 83)
 FB2908_MARKER: 57 = LOOKOUT TOWER
 FB2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2908_SP_SET: CONCRETE POST
 FB2908_STAMPING: BEARWALLOW FIRE TOWER 1967
 FB2908_MARK LOGO: NCHPWC
 FB2908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2908+STABILITY: SURFACE MOTION
 FB2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2908+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 FB2908
 FB2908  HISTORY     - Date     Condition        Report By
 FB2908  HISTORY     - 1967     FIRST OBSERVED   NCGS
 FB2908  HISTORY     - 1967     GOOD             NCGS
 FB2908  HISTORY     - 1975     GOOD             NCGS
 FB2908  HISTORY     - 1980     GOOD             NGS
 FB2908  HISTORY     - 1980     GOOD             NGS
 FB2908  HISTORY     - 19820101 GOOD             NCGS
 FB2908  HISTORY     - 19830101 GOOD             NCGS
 FB2908  HISTORY     - 19860101 GOOD             NCGS
 FB2908  HISTORY     - 19900303 GOOD             NCGS
 FB2908  HISTORY     - 19920609 GOOD             NCGS
 FB2908
 FB2908                          STATION DESCRIPTION
 FB2908
 FB2908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB2908'BEARWALLOW FIRE TOWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FB2908'ESTABLISHED IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2908'
 FB2908'BEARWALLOW FIRE TOWER IS LOCATED APPROXIMATELY 20 MILES EAST OF
 FB2908'ASHEVILLE.  TO REACH STATION PROCEED FROM THE POST OFFICE IN
 FB2908'GERTON, N. C.  FOLLOW SOIL AND GRAVEL ROAD MARKED BEARWALLOW FIRE
 FB2908'TOWER IN A SOUTHEASTERLY DIRECTION FOR 1.75 MILES TO TOP OF
 FB2908'RIDGE AT GAP, MAKE SHARP LEFT TURN IN A NORTH DIRECTION THROUGH GATE
 FB2908'FOR 0.9 MILE TO TOP OF BEARWALLOW MOUNTAIN AND STATION, WHICH
 FB2908'IS A GROUND STATION UNDER AND IN THE CENTER OF BEARWALLOW FIRE TOWER.
 FB2908'
 FB2908'STATION MARK IS A N. C. HIGHWAY COMMISSION STATION, STAMPED
 FB2908'BEARWALLOW FIRE TOWER 1962, WHICH IS 2 INCHES ABOVE THE
 FB2908'SURFACE OF THE GROUND.
 FB2908'
 FB2908'MARK IS
 FB2908'9.5 FEET SW OF NE
 FB2908'LEG OF FIRE TOWER,
 FB2908'9.4 FEET SE OF NW LEG OF FIRE TOWER,
 FB2908'9.5 FEET NE OF SW LEG OF FIRE TOWER, AND
 FB2908'9.4
 FB2908'FEET NW OF SE LEG OF FIRE TOWER.
 FB2908
 FB2908                          STATION RECOVERY (1967)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967
 FB2908'RECOVERED IN GOOD CONDITION.
 FB2908
 FB2908                          STATION RECOVERY (1975)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2908'RECOVERED IN GOOD CONDITION.
 FB2908
 FB2908                          STATION RECOVERY (1980)
 FB2908
 FB2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JRS)
 FB2908'THE STATION, BEARWALLOW MOUNTAIN LOOKOUT TOWER, IS THE TOP CENTER
 FB2908'OF THE PEAKED ROOF OF A STANDARD CONFIGURATION LOOKOUT HOUSE
 FB2908'SUPPORTED BY FOUR LEGS, UNPAINTED, ABOUT 20 METERS IN HEIGHT
 FB2908'AND ON PROPERTY OWNED BY MR. GEORGE BARNWELL,  AND SON, PHONE
 FB2908'685-5371.  IT IS  LOCATED ABOUT 22.5 KM (14 MI) SOUTHEAST OF
 FB2908'ASHVILLE, 17.7 KM (11 MI) SOUTH-SOUTHWEST OF THE SMALL TOWN OF
 FB2908'BLACK MOUNTAIN, 16.0 KM (10 MI) NORTH-NORTHEAST OF HENDERSONVILLE,
 FB2908'6.4 KM (4 MI) WEST-NORTHWEST OF BAT CAVE, AND ON BEARWALLOW
 FB2908'MOUNTAIN.
 FB2908'NOTE--THIS DESCRIPTION REFERS TO THE FIRE TOWER, NOT THE MARK UNDER
 FB2908'THE TOWER.  THIS NOTE WAS PLACED AT THIS PID BECAUSE THERE IS NOT A
 FB2908'SEPARATE PID FOR THE FIRE TOWER AND WE DID NOT WANT TO LOSE THIS
 FB2908'THIS DESCRIPTION.
 FB2908'
 FB2908'THE ABOVE TEXT WAS PLACED HERE, EVEN THOUGH IT REFERS TO THE
 FB2908'FIRE TOWER.  SOMEWHERE THIS FIRE TOWER AND THE NCGS MARKER
 FB2908'WERE COMBINED IN THE NGSIDB.  IT IS NOW TOO DIFFICULT TO SPLIT
 FB2908'THE OBSERVATIONS.
 FB2908
 FB2908                          STATION RECOVERY (1980)
 FB2908
 FB2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BRL)
 FB2908'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND AT THIS TIME
 FB2908'A MEASUREMENT WAS MADE TO BEARWALLOW 1933 RM 2 AND ALSO A TRAVERSE
 FB2908'MEASUREMENT TO BEARWALLOW 1933 RM 4.  THE STATION WAS NOT
 FB2908'OCCUPIED AT THIS TIME.
 FB2908'
 FB2908'THE STATION IS LOCATED 22-1/2 KM SOUTHEAST FROM ASHEVILLE, 17-3/4
 FB2908'KM SOUTH-SOUTHWEST FROM THE SMALL TOWN OF BLACK MOUNTAIN, 16 KM
 FB2908'NORTH-NORTHEAST FROM HENDERSONVILLE, 6-1/2 KM WEST-NORTHWEST
 FB2908'FROM BAT CAVE AND ON TOP OF BEARWALLOW MOUNTAIN.  IT IS UNDERNEATH THE
 FB2908'FIRE LOOKOUT TOWER, INSIDE THE CHAIN LINK FENCE, AND ON
 FB2908'PROPERTY OF MR. GEORGE BARNWELL AND SON.  PHONE NUMBER 685-5371,
 FB2908'EDNEYVILLE.
 FB2908'
 FB2908'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GERTON
 FB2908'(WHICH IS NORTHWEST OF THE JUNCTION OF U. S. HIGHWAYS 64, 74 AND
 FB2908'STATE HIGHWAY 9 IN BAT CAVE), GO NORTHWEST ON U. S. HIGHWAY 74
 FB2908'FOR 0.2 KM (0.1 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 FB2908'WESTERLY FOR 0.4 KM (0.25 MI) TO THE END OF THE PAVEMENT AND
 FB2908'A DOUBLE FORK JUST BEYOND.  TAKE THE CENTER GRAVEL ROAD WESTERLY
 FB2908'UPHILL FOR 3.0 KM (1.9 MI) TO TWO METAL GATES ON THE LEFT.  TURN
 FB2908'SHARP LEFT PASSING THRU THE FIRST GATE AND THEN FOLLOW GRADED
 FB2908'ROAD UPHILL FOR 1.4 KM (0.85 MI) TO A CURVE AND SADDLE.
 FB2908'CONTINUE ON THE GRADED ROAD UPHILL EASTERLY FOR 0.2 KM (0.15 MI)
 FB2908'TO THE LOOKOUT TOWER AND THE STATION INSIDE THE CHAIN LINK FENCE
 FB2908'AND UNDERNEATH THE LOOKOUT TOWER.
 FB2908'
 FB2908'THE STATION IS A STANDARD NCHC DISK
 FB2908'STAMPED---BEARWALLOW FIRE TOWER 1961---,
 FB2908'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 100 CM IN DIAMETER
 FB2908'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FB2908'25.40 METERS NORTH FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 FB2908'FENCE,
 FB2908'12.50 METERS SOUTHEAST FROM THE NORTHWEST CORNER OF A CHAIN LINK
 FB2908'FENCE AND
 FB2908'8.70 METERS NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE.
 FB2908'
 FB2908'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2908'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 FB2908
 FB2908                          STATION RECOVERY (1982)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB2908'RECOVERED IN GOOD CONDITION.
 FB2908
 FB2908                          STATION RECOVERY (1983)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FB2908'RECOVERED AS DESCRIBED.
 FB2908
 FB2908                          STATION RECOVERY (1986)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB2908'RECOVERED AS DESCRIBED.
 FB2908
 FB2908                          STATION RECOVERY (1990)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB2908'RECOVERED IN GOOD CONDITION.
 FB2908
 FB2908                          STATION RECOVERY (1992)
 FB2908
 FB2908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2908'THE TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2906 ***********************************************************************
 FB2906  DESIGNATION -  BEARWALLOW RM 2
 FB2906  PID         -  FB2906
 FB2906  STATE/COUNTY-  NC/HENDERSON
 FB2906  USGS QUAD   -  BAT CAVE (1987)
 FB2906
 FB2906                         *CURRENT SURVEY CONTROL
 FB2906  ___________________________________________________________________
 FB2906* NAD 83(2001)-  35 27 38.41171(N)    082 21 26.20359(W)     ADJUSTED  
 FB2906* NAVD 88     -      1289.     (meters)    4229.     (feet)  SCALED    
 FB2906  ___________________________________________________________________
 FB2906  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 FB2906  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2906  HORZ ORDER  -  SECOND
 FB2906
 FB2906.The horizontal coordinates were established by classical geodetic methods
 FB2906.and adjusted by the National Geodetic Survey in August 2005.
 FB2906
 FB2906.The orthometric height was scaled from a topographic map.
 FB2906
 FB2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2906
 FB2906.The geoid height was determined by GEOID03.
 FB2906
 FB2906;                    North         East     Units Scale Factor Converg.
 FB2906;SPC NC       -   194,917.387   304,943.845   MT  0.99987921   -1 56 15.8
 FB2906;SPC NC       -   639,491.46  1,000,469.93   sFT  0.99987921   -1 56 15.8
 FB2906;UTM  17      - 3,924,977.939   376,840.408   MT  0.99978692   -0 47 15.1
 FB2906
 FB2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2906!SPC NC       -   0.99980252  x   0.99987921  =   0.99968175
 FB2906!UTM  17      -   0.99980252  x   0.99978692  =   0.99958948
 FB2906
 FB2906:                Primary Azimuth Mark                     Grid Az
 FB2906:SPC NC       -  MT ZION                                  244 05 27.9
 FB2906:UTM  17      -  MT ZION                                  242 56 27.2
 FB2906
 FB2906|---------------------------------------------------------------------|
 FB2906| PID    Reference Object                     Distance      Geod. Az  |
 FB2906|                                                           dddmmss.s |
 FB2906| FB2980 MT ZION                             APPROX. 4.0 KM 2420912.1 |
 FB2906| FB3241 SPIVEY                              APPROX.30.9 KM 3001952.4 |
 FB2906|---------------------------------------------------------------------|
 FB2906
 FB2906                          SUPERSEDED SURVEY CONTROL
 FB2906
 FB2906  NAD 83(1986)-  35 27 38.41996(N)    082 21 26.20331(W) AD(       ) 2
 FB2906  NAD 27      -  35 27 37.99537(N)    082 21 26.78745(W) AD(       ) 2
 FB2906  NGVD 29 (07/19/86) 1289.0    (m)         4229.     (f) VERT ANG    3  
 FB2906
 FB2906.Superseded values are not recommended for survey control.
 FB2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2906.See file dsdata.txt to determine how the superseded data were derived.
 FB2906
 FB2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7684024978(NAD 83)
 FB2906_MARKER: DR = REFERENCE MARK DISK
 FB2906_SETTING: 66 = SET IN ROCK OUTCROP
 FB2906_SP_SET: ROCK OUTCROP
 FB2906_STAMPING: BEARWALLOW NO 2 1933
 FB2906_MARK LOGO: CGS   
 FB2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2906+STABILITY: POSITION/ELEVATION WELL
 FB2906
 FB2906  HISTORY     - Date     Condition        Report By
 FB2906  HISTORY     - 1933     MONUMENTED       CGS
 FB2906  HISTORY     - 1972     GOOD             NGS
 FB2906  HISTORY     - 1975     GOOD             NCGS
 FB2906  HISTORY     - 1980     GOOD             NCGS
 FB2906  HISTORY     - 1980     GOOD             NGS
 FB2906  HISTORY     - 19830101 GOOD             NCGS
 FB2906
 FB2906                          STATION DESCRIPTION
 FB2906
 FB2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FB2906'STATION IS ON TOP OF BEARWALLOW MOUNTAIN, ABOUT 20 MILES FROM
 FB2906'ASHEVILLE.  TO REACH FROM ASHEVILLE, GO ABOUT 18 MILES ON ROUTES
 FB2906'74 AND 19 TO GERTON POST OFFICE, TURN RIGHT ONTO ROAD MARKED
 FB2906'BEARWALLOW, PROCEED SOUTHWEST AND SOUTH ABOUT 1-3/4 MILES TO TOP
 FB2906'OF RIDGE AT GAP, AND TAKE TRAIL EAST LEADING UP HILL.  STATION IS IN
 FB2906'APPROXIMATE CENTER OF ROUND KNOB, ON HIGHEST PEAK NEAR WEST EDGE
 FB2906'OF SUMMIT.
 FB2906'
 FB2906'NO. 2 IS
 FB2906'15 FEET EAST OF 20-INCH WHITE-OAK TREE AND 25.670 METERS (84.22
 FB2906'FEET) FROM BEARWALLOW S 42 DEG 44 MIN W.
 FB2906
 FB2906                          STATION RECOVERY (1972)
 FB2906
 FB2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAP)
 FB2906'STATION IS ON TOP OF BEARWALLOW MOUNTAIN, ABOUT 20 MILES SOUTHEAST
 FB2906'FROM ASHEVILLE.
 FB2906'
 FB2906'TO REACH FROM THE JUNCTION OF STATE ROUTE 1594 AND 74 AT THE NORTH
 FB2906'EDGE OF GERTON, GO WEST-SOUTHWEST ON ROUTE 1594 FOR 2.4 MILE TO
 FB2906'LOCKED METAL GATE ON THE LEFT, PASS THROUGH GATE AND CONTINUE UP
 FB2906'MOUNTAIN ROAD FOR 0.9 MILE TO BEARWALLOW FIRE TOWER AND STATION.
 FB2906'
 FB2906'STATION BEARWALLOW RM 2 1933 WAS RECOVERED IN GOOD CONDITION, IT IS
 FB2906'SET IN A DRILL HOLE IN A LARGE MASS OF BEDROCK, ABOUT 16 FEET WEST
 FB2906'OF A NORTH-SOUTH WIRE FENCE, STAMPED---BEARWALLOW NO 2 1933.
 FB2906'
 FB2906'REFERENCE MARK NO. 1 WAS REPORTED DESTROYED BY PROPERTY OWNER.
 FB2906'
 FB2906'STATION BEARWALLOW FIRE TOWER, ESTABLISHED BY NORTH CAROLINA GEODETIC
 FB2906'SURVEY WAS ALSO RECOVERED IN GOOD CONDITION.  IT IS SET IN A LARGE
 FB2906'MASS OF CONCRETE UNDER THE FIRE TOWER, STAMPED BEARWALLOW FIRE
 FB2906'TOWER 1962.
 FB2906'
 FB2906'POSITION FOR BEARWALLOW RM 2 WAS ESTABLISHED BY NORTH CAROLINA
 FB2906'GEODETIC SURVEY.
 FB2906'
 FB2906'(NOTE) KEY FOR THE ABOVE GATE CAN BE OBTAINED FROM NORTH CAROLINA
 FB2906'FOREST SERVICE ASHEVILLE, NORTH CAROLINA.
 FB2906'
 FB2906'BEARWALLOW 1933 HAS ALSO BEEN DESTROYED.
 FB2906'
 FB2906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES SOUTHEAST
 FB2906'ASHEVILLE.
 FB2906
 FB2906                          STATION RECOVERY (1975)
 FB2906
 FB2906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2906'THE MARK WAS RECOVERED IN GOOD CONDITION.
 FB2906
 FB2906                          STATION RECOVERY (1980)
 FB2906
 FB2906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2906'THE STATION WAS RECOVERED AT THIS DATE.
 FB2906'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PER LAST NGS REPORT.
 FB2906'
 FB2906'THE STATION WAS USED AS BACKSIGHT AT THIS TIME.
 FB2906
 FB2906                          STATION RECOVERY (1980)
 FB2906
 FB2906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (BRL)
 FB2906'THE STATION MARK, BEARWALLOW FIRE TOWER NCHC AND THE
 FB2906'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  BEARWALLOW 1933 RM 4
 FB2906'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 FB2906'TRAVERSE MEASUREMENTS WERE MADE TO BEARWALLOW 1933 RM 4
 FB2906'AND BETWEEN BEARWALLOW 1933 RM 4 AND BEARWALLOW FIRE TOWER
 FB2906'NCHC.
 FB2906'NO PREVIUOS DATA WAS AVAILABLE FOR COMPARISON.
 FB2906'THE AZIMUTH MARK IS NOT GROUND VISIBLE.
 FB2906'
 FB2906'THE STATION IS LOCATED 22-1/2 KM SOUTHEAST FROM ASHEVILLE, 17-3/4
 FB2906'KM SOUTH-SOUTHWEST FROM THE SMALL TOWN OF BLACK MOUNTAIN, 16 KM
 FB2906'NORTH-NORTHEAST FROM HENDERSONVILLE, 6-1/2 KM WEST-NORTHWEST
 FB2906'FROM BAT CAVE, ON TOP OF BEARWALLOW MOUNTAIN, NEXT TO
 FB2906'THE FIRE TOWER AND OUTSIDE THE FENCE.  IT IS ON
 FB2906'PROPERTY OF MR. GEORGE BARNWELL AND SON, PHONE
 FB2906'685-5371, EDNEYVILLE.
 FB2906'
 FB2906'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GERTON
 FB2906'(WHICH IS NORTHWEST OF THE JUNCTION OF U. S. HIGHWAYS 64, 74 AND
 FB2906'STATE HIGHWAY 9 IN BAT CAVE), GO NORTHWEST ON U. S. HIGHWAY 74
 FB2906'FOR 0.2 KM (0.1 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 FB2906'WESTERLY FOR 0.4 KM (0.25 MI) TO THE END OF THE PAVEMENT AND
 FB2906'A DOUBLE FORK JUST BEYOND.  TAKE THE CENTER GRAVEL ROAD WESTERLY
 FB2906'UPHILL FOR 3.0 KM (1.9 MI) TO TWO METAL GATES ON THE LEFT.  TURN
 FB2906'SHARP LEFT PASSING THRU THE FIRST GATE AND THEN FOLLOW GRADED
 FB2906'ROAD UPHILL FOR 1.4 KM (0.85 MI) TO A CURVE AND SADDLE.
 FB2906'CONTINUE ON THE GRADED ROAD UPHILL EASTERLY FOR 0.2 KM (0.15 MI)
 FB2906'TO THE LOOKOUT TOWER AND THE STATION TO THE RIGHT,
 FB2906'OUTSIDE THE CHAIN LINK FENCE.
 FB2906'
 FB2906'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 FB2906'STAMPED---BEARWALLOW NO 2 1933---,
 FB2906'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 FB2906'7.20 METERS NORTHWEST FROM A UTILITY POLE,
 FB2906'5.70 METERS EAST FROM A OAK TREE 30 CM IN DIAMETER AND
 FB2906'5.10 METERS WEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK FENCE.
 FB2906'
 FB2906'BEARWALLOW FIRE TOWER NCHC IS A STANDARD NCHC DISK
 FB2906'STAMPED---BEARWALLOW FIRE TOWER 1961---,
 FB2906'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 100 CM IN DIAMETER
 FB2906'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FB2906'25.40 METERS NORTH FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 FB2906'FENCE, AND
 FB2906'8.70 METERS NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE.
 FB2906'MARK IS ABOVE STATION 1.3 METERS.
 FB2906'
 FB2906'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 FB2906'STAMPED---BEARWALLOW NO 4 1979---,
 FB2906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2906'FLUSH WITH GROUND.  IT IS LOCATED
 FB2906'19.90 METERS NORTHEAST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 FB2906'FENCE,
 FB2906'18.65 METERS SOUTHEAST FROM A UTILITY POLE WITH AN ANTENNA AND
 FB2906'18.60 METERS SOUTHWEST FROM THE NORTHWEST CORNER OF A CHAIN LINK
 FB2906'FENCE.
 FB2906'MARK IS ABOVE STATION 0.1 METER.
 FB2906'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FB2906'STAMPED---BEARWALLOW NO 4 1979---,
 FB2906'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE SURFACE.
 FB2906'
 FB2906'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS REFERENCE MARK DISK
 FB2906'STAMPED---BEARWALLOW NO 3 1933---,
 FB2906'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FB2906'5.1 METERS EAST FROM A 30 CM HICKORY TREE.
 FB2906'
 FB2906'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON THE GRAVEL
 FB2906'ROAD FOR 0.2 KM (0.15 MI) TO A DIM TRACK ROAD LEFT.  TURN LEFT ON
 FB2906'THE DIM TRACK ROAD FOR O.2 KM (0.1 MI) TO THE MARK ON
 FB2906'THE RIGHT.
 FB2906'
 FB2906'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 FB2906
 FB2906                          STATION RECOVERY (1983)
 FB2906
 FB2906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FB2906'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2921 ***********************************************************************
 FB2921  DESIGNATION -  BEARWALLOW RM 3 AZIMUTH
 FB2921  PID         -  FB2921
 FB2921  STATE/COUNTY-  NC/HENDERSON
 FB2921  USGS QUAD   -  BAT CAVE (1987)
 FB2921
 FB2921                         *CURRENT SURVEY CONTROL
 FB2921  ___________________________________________________________________
 FB2921* NAD 83(2001)-  35 27 39.79710(N)    082 21 44.58735(W)     ADJUSTED  
 FB2921* NAVD 88     -      1265.     (meters)    4150.     (feet)  SCALED    
 FB2921  ___________________________________________________________________
 FB2921  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 FB2921  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FB2921  HORZ ORDER  -  SECOND
 FB2921
 FB2921.The horizontal coordinates were established by classical geodetic methods
 FB2921.and adjusted by the National Geodetic Survey in August 2005.
 FB2921
 FB2921.The orthometric height was scaled from a topographic map.
 FB2921
 FB2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2921
 FB2921.The geoid height was determined by GEOID03.
 FB2921
 FB2921;                    North         East     Units Scale Factor Converg.
 FB2921;SPC NC       -   194,975.738   304,482.067   MT  0.99987924   -1 56 26.4
 FB2921;SPC NC       -   639,682.90    998,954.91   sFT  0.99987924   -1 56 26.4
 FB2921;UTM  17      - 3,925,027.004   376,377.594   MT  0.99978833   -0 47 25.8
 FB2921
 FB2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2921!SPC NC       -   0.99980626  x   0.99987924  =   0.99968553
 FB2921!UTM  17      -   0.99980626  x   0.99978833  =   0.99959464
 FB2921
 FB2921                          SUPERSEDED SURVEY CONTROL
 FB2921
 FB2921  NAD 83(1986)-  35 27 39.80130(N)    082 21 44.53016(W) AD(       ) 2
 FB2921  NAD 83(1986)-  35 27 39.80612(N)    082 21 44.58742(W) AD(       ) 2
 FB2921  NAD 83(1986)-  35 27 39.79692(N)    082 21 44.58100(W) AD(       ) 2
 FB2921  NAD 27      -  35 27 39.38110(N)    082 21 45.17045(W) AD(       ) 2
 FB2921  NGVD 29 (07/19/86) 1265.0    (m)         4150.     (f) VERT ANG    3  
 FB2921
 FB2921.Superseded values are not recommended for survey control.
 FB2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2921.See file dsdata.txt to determine how the superseded data were derived.
 FB2921
 FB2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7637825027(NAD 83)
 FB2921_MARKER: DR = REFERENCE MARK DISK
 FB2921_SETTING: 66 = SET IN ROCK OUTCROP
 FB2921_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 FB2921_STAMPING: BEARWALLOW NO 3 1933
 FB2921_MARK LOGO: CGS   
 FB2921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2921+STABILITY: POSITION/ELEVATION WELL
 FB2921
 FB2921  HISTORY     - Date     Condition        Report By
 FB2921  HISTORY     - 1933     MONUMENTED       CGS
 FB2921  HISTORY     - 1980     GOOD             NGS
 FB2921  HISTORY     - 19830101 GOOD             NCGS
 FB2921
 FB2921                          STATION DESCRIPTION
 FB2921
 FB2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (BRL)
 FB2921'THE STATION IS LOCATED 22-1/2 KM SOUTHEAST FROM ASHEVILLE, 17-3/4
 FB2921'KM SOUTH-SOUTHWEST FROM THE SMALL TOWN OF BLACK MOUNTAIN, 16 KM
 FB2921'NORTH-NORTHEAST FROM HENDERSONVILLE, 6-1/2 KM WEST-NORTHWEST
 FB2921'FROM BAT CAVE AND ON TOP OF BEARWALLOW MOUNTAIN.
 FB2921'
 FB2921'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GERTON
 FB2921'(WHICH IS NORTHWEST OF THE JUNCTION OF U. S. HIGHWAYS 64, 74 AND
 FB2921'STATE HIGHWAY 9 IN BAT CAVE), GO NORTHWEST ON U. S. HIGHWAY 74
 FB2921'FOR 0.2 KM (0.1 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 FB2921'WESTERLY FOR 0.4 KM (0.25 MI) TO THE END OF THE PAVEMENT AND
 FB2921'A DOUBLE FORK JUST BEYOND.  TAKE THE CENTER GRAVEL ROAD WESTERLY
 FB2921'UPHILL FOR 3.0 KM (1.9 MI) TO TWO METAL GATES ON THE LEFT.  TURN
 FB2921'SHARP LEFT PASSING THRU THE FIRST GATE AND THEN FOLLOW GRADED
 FB2921'ROAD UPHILL FOR 1.4 KM (0.85 MI) TO A CURVE IN A SADDLE
 FB2921'AND A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO WEST
 FB2921'ON THE DIM TRACK ROAD FOR 0.2 KM (0.1 MI) TO THE END
 FB2921'OF THE SADDLE AND THE STATION ON THE RIGHT.
 FB2921'
 FB2921'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 FB2921'STAMPED---BEARWALLOW NO 3 1933---,
 FB2921'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FB2921'5.1 METERS EAST FROM A 30 CM HICKORY TREE.
 FB2921'
 FB2921'NO REFERENCE MARKS ESTABLISHED AT THIS TIME.
 FB2921'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 FB2921
 FB2921                          STATION RECOVERY (1983)
 FB2921
 FB2921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FB2921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2916 ***********************************************************************
 FB2916  DESIGNATION -  BEARWALLOW RM 4
 FB2916  PID         -  FB2916
 FB2916  STATE/COUNTY-  NC/HENDERSON
 FB2916  USGS QUAD   -  BAT CAVE (1987)
 FB2916
 FB2916                         *CURRENT SURVEY CONTROL
 FB2916  ___________________________________________________________________
 FB2916* NAD 83(2007)-  35 27 38.92073(N)    082 21 26.56980(W)     ADJUSTED  
 FB2916* NAVD 88     -      1289.2    (meters)    4230.     (feet)  GPS OBS   
 FB2916  ___________________________________________________________________
 FB2916  EPOCH DATE  -        2002.00
 FB2916  X           -     691,827.773 (meters)                     COMP
 FB2916  Y           -  -5,155,750.563 (meters)                     COMP
 FB2916  Z           -   3,680,357.650 (meters)                     COMP
 FB2916  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 FB2916  ELLIP HEIGHT-        1258.782 (meters)          (02/10/07) ADJUSTED
 FB2916  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB2916
 FB2916  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2916  Type    PID    Designation                      North   East  Ellip
 FB2916  -------------------------------------------------------------------
 FB2916  NETWORK FB2916 BEARWALLOW RM 4                   0.31   0.31   0.71
 FB2916  -------------------------------------------------------------------
 FB2916
 FB2916.The horizontal coordinates were established by GPS observations
 FB2916.and adjusted by the National Geodetic Survey in February 2007.
 FB2916
 FB2916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2916.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2916.The horizontal coordinates are valid at the epoch date displayed above.
 FB2916.The epoch date for horizontal control is a decimal equivalence
 FB2916.of Year/Month/Day.
 FB2916
 FB2916.The orthometric height was determined by GPS observations and a
 FB2916.high-resolution geoid model.
 FB2916
 FB2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2916
 FB2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2916
 FB2916.The ellipsoidal height was determined by GPS observations
 FB2916.and is referenced to NAD 83.
 FB2916
 FB2916.The geoid height was determined by GEOID03.
 FB2916
 FB2916;                    North         East     Units Scale Factor Converg.
 FB2916;SPC NC       -   194,933.376   304,935.148   MT  0.99987922   -1 56 16.0
 FB2916;SPC NC       -   639,543.92  1,000,441.40   sFT  0.99987922   -1 56 16.0
 FB2916;UTM  17      - 3,924,993.748   376,831.392   MT  0.99978695   -0 47 15.3
 FB2916
 FB2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2916!SPC NC       -   0.99980246  x   0.99987922  =   0.99968171
 FB2916!UTM  17      -   0.99980246  x   0.99978695  =   0.99958945
 FB2916
 FB2916|---------------------------------------------------------------------|
 FB2916| PID    Reference Object                     Distance      Geod. Az  |
 FB2916|                                                           dddmmss.s |
 FB2916| FB2908 BEARWALLOW FIRE TOWER                23.246 METERS 06328     |
 FB2916| FB2906 BEARWALLOW RM 2                      18.185 METERS 14927     |
 FB2916| FB2920 BEARWALLOW RM 3 PTA                 449.342 METERS 2732434.5 |
 FB2916| FB2921 BEARWALLOW RM 3 AZIMUTH             453.663 METERS 2732408.0 |
 FB2916|---------------------------------------------------------------------|
 FB2916
 FB2916                          SUPERSEDED SURVEY CONTROL
 FB2916
 FB2916  NAD 83(2001)-  35 27 38.92123(N)    082 21 26.56993(W) AD(       ) 1
 FB2916  ELLIP H (03/13/03) 1258.798  (m)                       GP(       ) 4 2
 FB2916  NAD 83(1986)-  35 27 38.92810(N)    082 21 26.56991(W) AD(       ) 1
 FB2916  NAD 83(1986)-  35 27 38.93022(N)    082 21 26.56966(W) AD(       ) 1
 FB2916  NAD 27      -  35 27 38.50504(N)    082 21 27.15328(W) AD(       ) 1
 FB2916  NGVD 29 (10/22/93) 1289.3    (m)         4230.     (f) GPS OBS     3  
 FB2916
 FB2916.Superseded values are not recommended for survey control.
 FB2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2916.See file dsdata.txt to determine how the superseded data were derived.
 FB2916
 FB2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7683124994(NAD 83)
 FB2916_MARKER: DR = REFERENCE MARK DISK
 FB2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2916_SP_SET: CONCRETE POST
 FB2916_STAMPING: BEARWALLOW NO 4 1979
 FB2916_MARK LOGO: NGS   
 FB2916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2916+STABILITY: SURFACE MOTION
 FB2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2916+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 FB2916
 FB2916  HISTORY     - Date     Condition        Report By
 FB2916  HISTORY     - 1979     MONUMENTED       NGS
 FB2916  HISTORY     - 1979     GOOD             NGS
 FB2916  HISTORY     - 19830101 GOOD             NCGS
 FB2916  HISTORY     - 19900530 GOOD             NCGS
 FB2916  HISTORY     - 19910425 GOOD             NCGS
 FB2916  HISTORY     - 19920609 GOOD             NCGS
 FB2916
 FB2916                          STATION DESCRIPTION
 FB2916
 FB2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 FB2916'THE STATION IS LOCATED 22-1/2 KM SOUTHEAST FROM ASHEVILLE, 17-3/4
 FB2916'KM SOUTH-SOUTHWEST FROM THE SMALL TOWN OF BLACK MOUNTAIN, 16 KM
 FB2916'NORTH-NORTHEAST FROM HENDERSONVILLE, 6-1/2 KM WEST-NORTHWEST
 FB2916'FROM BAT CAVE, ON TOP OF BEARWALLOW MOUNTAIN, AND
 FB2916'OUTSIDE THE FENCE NEXT TO THE FIRE TOWER.  IT IS ON
 FB2916'PROPERTY OF MR. GEORGE BARNWELL AND SON, PHONE
 FB2916'685-5371, EDNEYVILLE.
 FB2916'
 FB2916'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF GERTON
 FB2916'(WHICH IS NORTHWEST OF THE JUNCTION OF U. S. HIGHWAYS 64, 74 AND
 FB2916'STATE HIGHWAY 9 IN BAT CAVE), GO NORTHWEST ON U. S. HIGHWAY 74
 FB2916'FOR 0.2 KM (0.1 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 FB2916'WESTERLY FOR 0.4 KM (0.25 MI) TO THE END OF THE PAVEMENT AND
 FB2916'A DOUBLE FORK JUST BEYOND.  TAKE THE CENTER GRAVEL ROAD WESTERLY
 FB2916'UPHILL FOR 3.0 KM (1.9 MI) TO TWO METAL GATES ON THE LEFT.  TURN
 FB2916'SHARP LEFT PASSING THRU THE FIRST GATE AND THEN FOLLOW GRADED
 FB2916'ROAD UPHILL FOR 1.4 KM (0.85 MI) TO A CURVE AND SADDLE.
 FB2916'CONTINUE ON THE GRADED ROAD UPHILL EASTERLY FOR 0.2 KM (0.15 MI)
 FB2916'TO THE LOOKOUT TOWER AND THE STATION.
 FB2916'
 FB2916'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 FB2916'STAMPED---BEARWALLOW NO 4 1979---,
 FB2916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 FB2916'FLUSH WITH GROUND.  IT IS LOCATED
 FB2916'19.90 METERS NORTHEAST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 FB2916'FENCE,
 FB2916'18.60 METERS SOUTHWEST FROM THE NORTHWEST CORNER OF A CHAIN LINK
 FB2916'FENCE AND
 FB2916'18.65 METERS SOUTHEAST FROM A UTILITY POLE WITH AN ANTENNA.
 FB2916'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FB2916'STAMPED---BEARWALLOW NO 3 1979---,
 FB2916'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE SURFACE.
 FB2916'
 FB2916'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 FB2916'STAMPED---BEARWALLOW NO 2 1933---,
 FB2916'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 FB2916'7.20 METERS NORTHWEST FROM A UTILITY POLE,
 FB2916'5.70 METERS EAST FROM A 30 CM OAK TREE AND
 FB2916'5.10 METERS WEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK FENCE.
 FB2916'MARK IS BELOW STATION 0.3 METER.
 FB2916'
 FB2916'BEARWALLOW FIRE TOWER NCHC IS A STANDARD NCHC DISK
 FB2916'STAMPED---BEARWALLOW FIRE TOWER 1961---,
 FB2916'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 100 CM IN DIAMETER
 FB2916'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 FB2916'25.40 METERS NORTH FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 FB2916'FENCE,
 FB2916'12.5 METERS SOUTHEAST FROM THE NORTHWEST CORNER OF A CHAIN LINK
 FB2916'FENCE AND
 FB2916'8.70 METERS NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE.
 FB2916'MARK IS ABOVE STATION 0.3 METER.
 FB2916'
 FB2916'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS REFERENCE MARK DISK
 FB2916'STAMPED---BEARWALLOW NO 3 1933---,
 FB2916'SET INTO A ROCK LEDGE.  IT IS LOCATED
 FB2916'5.1 METERS EAST FROM A 30 CM DIAMETER HICKORY TREE.
 FB2916'
 FB2916'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON THE GRAVEL
 FB2916'ROAD FOR 0.2 KM (0.15 MI) TO A DIM TRACK ROAD LEFT.  TURN LEFT ON
 FB2916'THE DIM TRACK ROAD FOR O.2 KM (0.1 MI) TO THE MARK ON
 FB2916'THE RIGHT.
 FB2916'
 FB2916'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.7 METERS.
 FB2916
 FB2916                          STATION RECOVERY (1979)
 FB2916
 FB2916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 FB2916'RECOVERED IN GOOD CONDITION.
 FB2916
 FB2916                          STATION RECOVERY (1983)
 FB2916
 FB2916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FB2916'RECOVERED AS DESCRIBED.
 FB2916
 FB2916                          STATION RECOVERY (1990)
 FB2916
 FB2916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC)
 FB2916'RECOVERED AS DESCRIBED.
 FB2916
 FB2916                          STATION RECOVERY (1991)
 FB2916
 FB2916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB2916'RECOVERED IN GOOD CONDITION.
 FB2916
 FB2916                          STATION RECOVERY (1992)
 FB2916
 FB2916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6466 ***********************************************************************
 DE6466  DESIGNATION -  BEASLEY
 DE6466  PID         -  DE6466
 DE6466  STATE/COUNTY-  NC/CURRITUCK
 DE6466  USGS QUAD   -  COINJOCK (1982)
 DE6466
 DE6466                         *CURRENT SURVEY CONTROL
 DE6466  ___________________________________________________________________
 DE6466* NAD 83(2007)-  36 15 45.43408(N)    075 52 32.90765(W)     ADJUSTED  
 DE6466* NAVD 88     -         0.447  (meters)       1.47   (feet)  ADJUSTED  
 DE6466  ___________________________________________________________________
 DE6466  EPOCH DATE  -        2002.00
 DE6466  X           -   1,256,429.826 (meters)                     COMP
 DE6466  Y           -  -4,993,132.887 (meters)                     COMP
 DE6466  Z           -   3,751,705.098 (meters)                     COMP
 DE6466  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DE6466  ELLIP HEIGHT-         -38.221 (meters)          (02/10/07) ADJUSTED
 DE6466  GEOID HEIGHT-         -38.69  (meters)                     GEOID03
 DE6466  DYNAMIC HT  -           0.447 (meters)       1.47  (feet)  COMP
 DE6466
 DE6466  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6466  Type    PID    Designation                      North   East  Ellip
 DE6466  -------------------------------------------------------------------
 DE6466  NETWORK DE6466 BEASLEY                           0.31   0.25   0.53
 DE6466  -------------------------------------------------------------------
 DE6466  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 DE6466
 DE6466  VERT ORDER  -  SECOND    CLASS II
 DE6466
 DE6466.The horizontal coordinates were established by GPS observations
 DE6466.and adjusted by the National Geodetic Survey in February 2007.
 DE6466
 DE6466.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6466.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6466.The horizontal coordinates are valid at the epoch date displayed above.
 DE6466.The epoch date for horizontal control is a decimal equivalence
 DE6466.of Year/Month/Day.
 DE6466
 DE6466.The orthometric height was determined by differential leveling
 DE6466.and adjusted in January 2005.
 DE6466.No vertical observational check was made to the station.
 DE6466
 DE6466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6466
 DE6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6466
 DE6466.The ellipsoidal height was determined by GPS observations
 DE6466.and is referenced to NAD 83.
 DE6466
 DE6466.The geoid height was determined by GEOID03.
 DE6466
 DE6466.The dynamic height is computed by dividing the NAVD 88
 DE6466.geopotential number by the normal gravity value computed on the
 DE6466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6466.degrees latitude (g = 980.6199 gals.).
 DE6466
 DE6466.The modeled gravity was interpolated from observed gravity values.
 DE6466
 DE6466;                    North         East     Units Scale Factor Converg.
 DE6466;SPC NC       -   283,158.830   890,314.575   MT  1.00002819   +1 48 11.5
 DE6466;SPC NC       -   928,996.93  2,920,973.73   sFT  1.00002819   +1 48 11.5
 DE6466;UTM  18      - 4,013,433.223   421,327.149   MT  0.99967626   -0 31 05.0
 DE6466
 DE6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6466!SPC NC       -   1.00000600  x   1.00002819  =   1.00003419
 DE6466!UTM  18      -   1.00000600  x   0.99967626  =   0.99968226
 DE6466
 DE6466                          SUPERSEDED SURVEY CONTROL
 DE6466
 DE6466  NAD 83(2001)-  36 15 45.43434(N)    075 52 32.90729(W) AD(       ) 1
 DE6466  ELLIP H (05/07/03)  -38.229  (m)                       GP(       ) 3 1
 DE6466  NAD 83(1986)-  36 15 45.45004(N)    075 52 32.92621(W) AD(       ) 1
 DE6466  NAVD 88 (05/05/03)    0.45   (m)            1.5    (f) LEVELING    3  
 DE6466
 DE6466.Superseded values are not recommended for survey control.
 DE6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6466.See file dsdata.txt to determine how the superseded data were derived.
 DE6466
 DE6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2132713433(NAD 83)
 DE6466_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6466_STAMPING: BEASLEY 1995
 DE6466_MARK LOGO: NCGS  
 DE6466_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE6466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6466+STABILITY: SURFACE MOTION
 DE6466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6466+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 DE6466
 DE6466  HISTORY     - Date     Condition        Report By
 DE6466  HISTORY     - 1995     MONUMENTED       NCGS
 DE6466  HISTORY     - 20041208 GOOD             NCGS
 DE6466
 DE6466                          STATION DESCRIPTION
 DE6466
 DE6466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DE6466'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH-NORTHEAST OF GRANDY AND
 DE6466'15.0 MI (24.1 KM) SOUTH-SOUTHEAST OF CURRITUCK.  PROCEED ALONG US 158
 DE6466'FOR 0.2 MI (0.3 KM) NORTH FROM THE GRANDY POST OFFICE TO SR 1131
 DE6466'(POPLAR BRANCH ROAD) , THENCE NORTHWEST ALONG SR 1131 FOR 1.25 MI
 DE6466'(2.01 KM) TO SR 1133 (NEALS CREEK LANE) , THENCE NORTHEAST ALONG SR
 DE6466'1133 FOR 0.55 MI (0.89 KM) TO THE ROADS END AND THE STATION.  MARK IS
 DE6466'ABOUT LEVEL WITH SR 1133 AND FLUSH WITH THE GROUND.  LOCATED 7.0 FT
 DE6466'(2.1 M) NORTHWEST OF AND ON THE PROLONGATION OF THE CENTERLINE OF SR
 DE6466'1133, 14.9 FT (4.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 DE6466'BOAT HOUSE, 58.4 FT (17.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 DE6466'WOODEN BOAT HOUSE, 6.5 FT (2.0 M) SOUTHWEST OF A WOODEN BULKHEAD
 DE6466'AND--9.5 FT SOUTHWEST OF A 4-INCH X 4-INCH POST OF A BOAT DOCK, 80.0
 DE6466'FT (24.4 M) NORTH-NORTHEAST OF A 10-INCH WILD CHERRY---BOTH WITH
 DE6466'REFERENCE TAGS.
 DE6466
 DE6466                          STATION RECOVERY (2004)
 DE6466
 DE6466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1381 ***********************************************************************
 EY1381  DESIGNATION -  BEASLY
 EY1381  PID         -  EY1381
 EY1381  STATE/COUNTY-  NC/LENOIR
 EY1381  USGS QUAD   -  KINSTON (1983)
 EY1381
 EY1381                         *CURRENT SURVEY CONTROL
 EY1381  ___________________________________________________________________
 EY1381* NAD 83(2001)-  35 15 58.43582(N)    077 34 24.81426(W)     ADJUSTED  
 EY1381* NAVD 88     -        12.841  (meters)      42.13   (feet)  ADJUSTED  
 EY1381  ___________________________________________________________________
 EY1381  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 EY1381  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 EY1381  DYNAMIC HT  -          12.829 (meters)      42.09  (feet)  COMP
 EY1381  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 EY1381
 EY1381  HORZ ORDER  -  SECOND
 EY1381  VERT ORDER  -  SECOND    CLASS I
 EY1381
 EY1381.The horizontal coordinates were established by classical geodetic methods
 EY1381.and adjusted by the National Geodetic Survey in August 2005.
 EY1381
 EY1381.The orthometric height was determined by differential leveling
 EY1381.and adjusted in June 1991.
 EY1381
 EY1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1381
 EY1381.The geoid height was determined by GEOID03.
 EY1381
 EY1381.The dynamic height is computed by dividing the NAVD 88
 EY1381.geopotential number by the normal gravity value computed on the
 EY1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1381.degrees latitude (g = 980.6199 gals.).
 EY1381
 EY1381.The modeled gravity was interpolated from observed gravity values.
 EY1381
 EY1381;                    North         East     Units Scale Factor Converg.
 EY1381;SPC NC       -   169,127.951   739,374.187   MT  0.99987262   +0 49 23.9
 EY1381;SPC NC       -   554,880.62  2,425,763.48   sFT  0.99987262   +0 49 23.9
 EY1381;UTM  18      - 3,905,604.698   265,895.162   MT  1.00027546   -1 29 11.7
 EY1381
 EY1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1381!SPC NC       -   1.00000365  x   0.99987262  =   0.99987627
 EY1381!UTM  18      -   1.00000365  x   1.00027546  =   1.00027911
 EY1381
 EY1381:                Primary Azimuth Mark                     Grid Az
 EY1381:SPC NC       -  QUEEN                                    271 11 29.8
 EY1381:UTM  18      -  QUEEN                                    273 30 05.4
 EY1381
 EY1381|---------------------------------------------------------------------|
 EY1381| PID    Reference Object                     Distance      Geod. Az  |
 EY1381|                                                           dddmmss.s |
 EY1381| EY1380 QUEEN                               APPROX. 0.7 KM 2720053.7 |
 EY1381|---------------------------------------------------------------------|
 EY1381
 EY1381                          SUPERSEDED SURVEY CONTROL
 EY1381
 EY1381  NAD 83(1986)-  35 15 58.44483(N)    077 34 24.82306(W) AD(       ) 2
 EY1381  NAD 27      -  35 15 57.85184(N)    077 34 25.93835(W) AD(       ) 2
 EY1381  NGVD 29 (??/??/92)   13.201  (m)           43.31   (f) ADJ UNCH    2 1
 EY1381
 EY1381.Superseded values are not recommended for survey control.
 EY1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1381.See file dsdata.txt to determine how the superseded data were derived.
 EY1381
 EY1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6589505605(NAD 83)
 EY1381_MARKER: DH = HORIZONTAL CONTROL DISK
 EY1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1381_SP_SET: CONCRETE POST
 EY1381_STAMPING: BEASLY 1967
 EY1381_MARK LOGO: NCGS  
 EY1381_PROJECTION: FLUSH
 EY1381_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1381+STABILITY: SURFACE MOTION
 EY1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1381+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 EY1381
 EY1381  HISTORY     - Date     Condition        Report By
 EY1381  HISTORY     - 1967     MONUMENTED       NCGS
 EY1381  HISTORY     - 1978     GOOD             NCGS
 EY1381  HISTORY     - 1981     GOOD             NC2450
 EY1381  HISTORY     - 19910224 GOOD             NCGS
 EY1381  HISTORY     - 19910603 GOOD             USPSQD
 EY1381  HISTORY     - 20050307 GOOD             USPSQD
 EY1381
 EY1381                          STATION DESCRIPTION
 EY1381
 EY1381'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY1381'BEASLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1381'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY1381'
 EY1381'BEASLY IS LOCATED APPROXIMATELY 0.5 MILE ESE OF THE CENTER OF
 EY1381'KINSTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF E.
 EY1381'WASHINGTON AVE. WITH QUEEN STREET, EAST ON E. WASHINGTON AVE.
 EY1381'FOR 0.45 MILE TO RAILROAD TRACK, AND STATION.  STATION IS AT
 EY1381'THE EAST EDGE OF BEASLY ST. BETWEEN POWER POLE AND END OF ANCHOR
 EY1381'CABLE BETWEEN NORTH EDGE OF SIDEWALK AND SOUTH CURB OF
 EY1381'WASHINGTON STREET.
 EY1381'
 EY1381'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1381'BEASLY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1381'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1381'
 EY1381'MARK IS 1.3 FT S OF INSIDE EDGE OF CURB
 EY1381'
 EY1381'1.4 FT N OF N EDGE OF SIDEWALK
 EY1381'
 EY1381'5.5 FT E OF PP WITH ALUMINUM REF. TAG
 EY1381'
 EY1381'7.8 FT W OF W EDGE OF STORM DRAIN
 EY1381'
 EY1381'45.2 FT NE OF TOP OF FIRE PLUG
 EY1381'
 EY1381'40.4 FT NE OF GUY POLE WITH ALUMINUM REF. TAG
 EY1381'
 EY1381'38.6 FT S OF PP WITH ALUMINUM REF. TAG
 EY1381
 EY1381                          STATION RECOVERY (1978)
 EY1381
 EY1381'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1381'IN KINSTON.
 EY1381'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE EAST SOUTHEAST OF THE
 EY1381'CENTER OF KINSTON. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EY1381'EAST WASHINGTON AVE. WITH QUEEN STREET, EAST ON EAST WASHINGTON AVE.
 EY1381'FOR 0.45 MILE TO RAILROAD TRACK, AND STATION AT THE EAST EDGE OF
 EY1381'DAVIS STREET BY POWER POLE BETWEEN SIDEWALK AND CURB OF WASHINGTON
 EY1381'STREET, 1.3 FT. SOUTH OF INSIDE EDGE OF CURB, 1.4 FT. NORTH OF NORTH
 EY1381'EDGE OF SIDEWALK, 5.5 FT. EAST OF POWER POLE WITH ALUMINUM REF. TAG,
 EY1381'7.8 FT. WEST OF WEST EDGE OF STORM DRAIN, 45.2 FT. NORTHEAST OF TOP
 EY1381'OF FIRE PLUG, 38.6 FT. SOUTH OF POWER POLE WITH ALUMINUM REF. TAG,
 EY1381'48.3 FT. EAST OF EAST RAIL, AND 24.8 FT. SOUTHEAST OF CENTER OF
 EY1381'MANHOLE COVER IN INTERSECTION.
 EY1381
 EY1381                          STATION RECOVERY (1981)
 EY1381
 EY1381'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY1381'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY1381
 EY1381                          STATION RECOVERY (1991)
 EY1381
 EY1381'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY1381'RECOVERED AS DESCRIBED. BEASLY STREET HAS BEEN RENAMED DAVIS STREET.
 EY1381'GUY POLE HAS BEEN REMOVED AND MARK IS 49.00 FT (14.94 M) NORTHEAST OF
 EY1381'THE TOP OF A FIRE HYDRANT.
 EY1381
 EY1381                          STATION RECOVERY (1991)
 EY1381
 EY1381'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY1381'RECOVERED IN GOOD CONDITION.
 EY1381
 EY1381                          STATION RECOVERY (2005)
 EY1381
 EY1381'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6066 ***********************************************************************
 DG6066  DESIGNATION -  BEAST
 DG6066  PID         -  DG6066
 DG6066  STATE/COUNTY-  NC/EDGECOMBE
 DG6066  USGS QUAD   -  TARBORO (1981)
 DG6066
 DG6066                         *CURRENT SURVEY CONTROL
 DG6066  ___________________________________________________________________
 DG6066* NAD 83(2007)-  35 54 19.49497(N)    077 31 31.90129(W)     ADJUSTED  
 DG6066* NAVD 88     -        13.7    (meters)      45.     (feet)  GPS OBS   
 DG6066  ___________________________________________________________________
 DG6066  EPOCH DATE  -        2002.00
 DG6066  X           -   1,117,206.693 (meters)                     COMP
 DG6066  Y           -  -5,050,040.805 (meters)                     COMP
 DG6066  Z           -   3,719,683.280 (meters)                     COMP
 DG6066  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG6066  ELLIP HEIGHT-         -21.689 (meters)          (02/10/07) ADJUSTED
 DG6066  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DG6066
 DG6066  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6066  Type    PID    Designation                      North   East  Ellip
 DG6066  -------------------------------------------------------------------
 DG6066  NETWORK DG6066 BEAST                             0.84   0.61   2.08
 DG6066  -------------------------------------------------------------------
 DG6066
 DG6066.The horizontal coordinates were established by GPS observations
 DG6066.and adjusted by the National Geodetic Survey in February 2007.
 DG6066
 DG6066.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6066.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6066.The horizontal coordinates are valid at the epoch date displayed above.
 DG6066.The epoch date for horizontal control is a decimal equivalence
 DG6066.of Year/Month/Day.
 DG6066
 DG6066.The orthometric height was determined by GPS observations and a
 DG6066.high-resolution geoid model.
 DG6066
 DG6066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6066
 DG6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6066
 DG6066.The ellipsoidal height was determined by GPS observations
 DG6066.and is referenced to NAD 83.
 DG6066
 DG6066.The geoid height was determined by GEOID03.
 DG6066
 DG6066;                    North         East     Units Scale Factor Converg.
 DG6066;SPC NC       -   240,094.734   742,690.404   MT  0.99993755   +0 51 03.7
 DG6066;SPC NC       -   787,710.81  2,436,643.43   sFT  0.99993755   +0 51 03.7
 DG6066;UTM  18      - 3,976,404.611   272,085.423   MT  1.00024012   -1 28 54.2
 DG6066
 DG6066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6066!SPC NC       -   1.00000340  x   0.99993755  =   0.99994095
 DG6066!UTM  18      -   1.00000340  x   1.00024012  =   1.00024352
 DG6066
 DG6066                          SUPERSEDED SURVEY CONTROL
 DG6066
 DG6066  NAD 83(1986)-  35 54 19.50388(N)    077 31 31.91016(W) AD(       ) 1
 DG6066  NAD 83(2001)-  35 54 19.49516(N)    077 31 31.90105(W) AD(       ) 1
 DG6066  ELLIP H (07/06/04)  -21.671  (m)                       GP(       ) 4 2
 DG6066
 DG6066.Superseded values are not recommended for survey control.
 DG6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6066.See file dsdata.txt to determine how the superseded data were derived.
 DG6066
 DG6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7208576405(NAD 83)
 DG6066_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG6066_SP_SET: CONCRETE SIDEWALK
 DG6066_STAMPING: BEAST 2000
 DG6066_MARK LOGO: NCGS  
 DG6066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6066+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 DG6066
 DG6066  HISTORY     - Date     Condition        Report By
 DG6066  HISTORY     - 2000     MONUMENTED       NCGS
 DG6066  HISTORY     - 20050115 GOOD             USPSQD
 DG6066
 DG6066                          STATION DESCRIPTION
 DG6066
 DG6066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DG6066'STATION IS LOCATED IN TARBORO. PROCEED ALONG MAIN STREET (NC 33) FOR
 DG6066'0.1 MI (0.2 KM) NORTHWEST FROM THE POST OFFICE IN TARBORO TO PARK
 DG6066'AVENUE, THENCE ALONG PARK AVENUE FOR 0.3 MI (0.5 KM) NORTHEAST TO
 DG6066'PANOLA STREET, THENCE SOUTHEAST ALONG PANOLA STREET FOR 0.05 MI (0.08
 DG6066'KM) TO BRADLEY AVENUE, THENCE ALONG BRADLEY AVENUE FOR 0.4 MI (0.6 KM)
 DG6066'EAST TO EAST AVENUE AND THE STATION, IN THE NORTHEAST QUADRANT OF THE
 DG6066'INTERSECTION. MARK IS ABOUT LEVEL WITH THE INTERSECTION OF EAST AND
 DG6066'BRADLEY AVENUES AND FLUSH WITH THE CONCRETE SIDEWALK. LOCATED 20.6 FT
 DG6066'(6.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF BRADLEY AVENUE, 25.5 FT
 DG6066'(7.8 M) EAST-NORTHEAST OF THE CENTERLINE OF EAST AVENUE AND 46.2 FT
 DG6066'(14.1 M) FROM A LIGHT POLE WITH REFERENCE TAG.
 DG6066
 DG6066                          STATION RECOVERY (2005)
 DG6066
 DG6066'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 DG6066'MARK IS IN MIDDLE OF SIDEWALK 3 FEET FROM STREET SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3318 ***********************************************************************
 EZ3318  DESIGNATION -  BEATE
 EZ3318  PID         -  EZ3318
 EZ3318  STATE/COUNTY-  NC/HARNETT
 EZ3318  USGS QUAD   -  OLIVIA (1981)
 EZ3318
 EZ3318                         *CURRENT SURVEY CONTROL
 EZ3318  ___________________________________________________________________
 EZ3318* NAD 83(2001)-  35 21 57.62486(N)    079 06 39.28156(W)     ADJUSTED  
 EZ3318* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 EZ3318  ___________________________________________________________________
 EZ3318  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 EZ3318  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 EZ3318  HORZ ORDER  -  SECOND
 EZ3318
 EZ3318.The horizontal coordinates were established by classical geodetic methods
 EZ3318.and adjusted by the National Geodetic Survey in August 2005.
 EZ3318
 EZ3318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3318
 EZ3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3318
 EZ3318.The geoid height was determined by GEOID03.
 EZ3318
 EZ3318;                    North         East     Units Scale Factor Converg.
 EZ3318;SPC NC       -   179,269.436   599,522.865   MT  0.99987457   -0 03 50.5
 EZ3318;SPC NC       -   588,153.14  1,966,934.60   sFT  0.99987457   -0 03 50.5
 EZ3318;UTM  17      - 3,915,270.980   671,621.691   MT  0.99996299   +1 05 37.2
 EZ3318
 EZ3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3318!SPC NC       -   0.99998736  x   0.99987457  =   0.99986193
 EZ3318!UTM  17      -   0.99998736  x   0.99996299  =   0.99995035
 EZ3318
 EZ3318:                Primary Azimuth Mark                     Grid Az
 EZ3318:SPC NC       -  WOMACK                                   355 39 51.0
 EZ3318:UTM  17      -  WOMACK                                   354 30 23.3
 EZ3318
 EZ3318|---------------------------------------------------------------------|
 EZ3318| PID    Reference Object                     Distance      Geod. Az  |
 EZ3318|                                                           dddmmss.s |
 EZ3318| EZ2000 WOMACK                              APPROX. 0.6 KM 3553600.5 |
 EZ3318|---------------------------------------------------------------------|
 EZ3318
 EZ3318                          SUPERSEDED SURVEY CONTROL
 EZ3318
 EZ3318  NAD 83(1986)-  35 21 57.63102(N)    079 06 39.27936(W) AD(       ) 2
 EZ3318  NAD 27      -  35 21 57.05944(N)    079 06 40.19113(W) AD(       ) 2
 EZ3318  NGVD 29 (07/19/86)  112.8    (m)          370.     (f) VERT ANG    3  
 EZ3318
 EZ3318.Superseded values are not recommended for survey control.
 EZ3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3318.See file dsdata.txt to determine how the superseded data were derived.
 EZ3318
 EZ3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7162215271(NAD 83)
 EZ3318_MARKER: DE = TRAVERSE STATION DISK
 EZ3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3318_STAMPING: BEATE 1970
 EZ3318_MARK LOGO: NCGS  
 EZ3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3318+STABILITY: SURFACE MOTION
 EZ3318
 EZ3318  HISTORY     - Date     Condition        Report By
 EZ3318  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3318  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EZ3318  HISTORY     - 19971218 MARK NOT FOUND   USPSQD
 EZ3318
 EZ3318                          STATION DESCRIPTION
 EZ3318
 EZ3318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3318'BEATE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3318'VICINITY OF OLIVIA, NORTH CAROLINA.
 EZ3318'
 EZ3318'BEATE IS LOCATED APPROXIMATELY 0.5 MILE NORTH OF OLIVIA.  TO REACH
 EZ3318'STATION PROCEED FROM THE INTERSECTION OF NC 87 AND SR 1214 IN THE
 EZ3318'COMMUNITY OF SWANNS, GO SOUTH ON NC 87 FOR 1.1 MILES TO STATION ON
 EZ3318'THE LEFT, ON TOP OF THE HIGHEST POINT OF THE BANK, AND 0.1 MILE NORTH
 EZ3318'OF SR 1207.
 EZ3318'
 EZ3318'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ3318'BEATE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3318'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3318'
 EZ3318'MARK IS--
 EZ3318'65.8 FEET E OF C/L OF NC 87.
 EZ3318'57.8 FEET ESE OF ALUMINUM REF. TAG IN ROAD (NC 87).
 EZ3318'55.6 FEET ENE OF ALUMINUM REF. TAG IN ROAD (NC 87).
 EZ3318'395.0 FEET S OF FARMHOUSE DRIVEWAY.
 EZ3318'158.8 FEET E OF ALUMINUM REF. TAG ON PP.
 EZ3318
 EZ3318                          STATION RECOVERY (1980)
 EZ3318
 EZ3318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ3318'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS
 EZ3318'INADEQUATE FOR LOCATING THE MONUMENT. ALL TAGGED OBJECTS ARE GONE.
 EZ3318
 EZ3318                          STATION RECOVERY (1997)
 EZ3318
 EZ3318'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ3318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0403 ***********************************************************************
 FA0403  DESIGNATION -  BEATTY
 FA0403  PID         -  FA0403
 FA0403  STATE/COUNTY-  NC/MECKLENBURG
 FA0403  USGS QUAD   -  DERITA (1993)
 FA0403
 FA0403                         *CURRENT SURVEY CONTROL
 FA0403  ___________________________________________________________________
 FA0403* NAD 83(2001)-  35 16 18.61197(N)    080 51 14.66439(W)     ADJUSTED  
 FA0403* NAVD 88     -       234.280  (meters)     768.63   (feet)  ADJUSTED  
 FA0403  ___________________________________________________________________
 FA0403  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 FA0403  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FA0403  DYNAMIC HT  -         234.067 (meters)     767.93  (feet)  COMP
 FA0403  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 FA0403
 FA0403  HORZ ORDER  -  SECOND
 FA0403  VERT ORDER  -  SECOND    CLASS 0
 FA0403
 FA0403.The horizontal coordinates were established by classical geodetic methods
 FA0403.and adjusted by the National Geodetic Survey in August 2005.
 FA0403
 FA0403.The orthometric height was determined by differential leveling
 FA0403.and adjusted in June 1991.
 FA0403
 FA0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0403
 FA0403.The geoid height was determined by GEOID03.
 FA0403
 FA0403.The dynamic height is computed by dividing the NAVD 88
 FA0403.geopotential number by the normal gravity value computed on the
 FA0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0403.degrees latitude (g = 980.6199 gals.).
 FA0403
 FA0403.The modeled gravity was interpolated from observed gravity values.
 FA0403
 FA0403;                    North         East     Units Scale Factor Converg.
 FA0403;SPC NC       -   170,392.376   440,939.195   MT  0.99987265   -1 04 12.4
 FA0403;SPC NC       -   559,028.99  1,446,648.01   sFT  0.99987265   -1 04 12.4
 FA0403;UTM  17      - 3,903,199.153   513,271.857   MT  0.99960217   +0 05 03.4
 FA0403
 FA0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0403!SPC NC       -   0.99996801  x   0.99987265  =   0.99984067
 FA0403!UTM  17      -   0.99996801  x   0.99960217  =   0.99957019
 FA0403
 FA0403:                Primary Azimuth Mark                     Grid Az
 FA0403:SPC NC       -  BERKSHIRE                                253 43 28.9
 FA0403:UTM  17      -  BERKSHIRE                                252 34 13.1
 FA0403
 FA0403|---------------------------------------------------------------------|
 FA0403| PID    Reference Object                     Distance      Geod. Az  |
 FA0403|                                                           dddmmss.s |
 FA0403| FA2563 BERKSHIRE                           APPROX. 1.3 KM 2523916.5 |
 FA0403|---------------------------------------------------------------------|
 FA0403
 FA0403                          SUPERSEDED SURVEY CONTROL
 FA0403
 FA0403  NAD 83(1986)-  35 16 18.62894(N)    080 51 14.67168(W) AD(       ) 2
 FA0403  NAD 27      -  35 16 18.12284(N)    080 51 15.41715(W) AD(       ) 2
 FA0403  NGVD 29 (??/??/92)  234.502  (m)          769.36   (f) ADJ UNCH    2 0
 FA0403
 FA0403.Superseded values are not recommended for survey control.
 FA0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0403.See file dsdata.txt to determine how the superseded data were derived.
 FA0403
 FA0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1327203199(NAD 83)
 FA0403_MARKER: DE = TRAVERSE STATION DISK
 FA0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0403_STAMPING: BEATTY 1965
 FA0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0403
 FA0403  HISTORY     - Date     Condition        Report By
 FA0403  HISTORY     - 1965     MONUMENTED       NCGS
 FA0403  HISTORY     - 1972     GOOD             NCGS
 FA0403  HISTORY     - 1977     MARK NOT FOUND   NCDOT
 FA0403  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0403  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0403  HISTORY     - 20040414 MARK NOT FOUND   USPSQD
 FA0403
 FA0403                          STATION DESCRIPTION
 FA0403
 FA0403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA0403'BEATTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0403'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0403'
 FA0403'BEATTY IS 3.1 MILES N OF CHARLOTTE.  LOCATED 1.0 MILE W ALONG I
 FA0403'85 FROM U.S. 21.  1.6 MILES NE OF NC 16.  AT THE NE QUADRANT OF
 FA0403'BEATTY FORD RD. (SR 2074) AND I 85.  ON N SIDE OF I 85 AND ON E
 FA0403'SIDE OF BEATTY FORD RD.
 FA0403'
 FA0403'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0403'BEATTY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0403'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0403'
 FA0403'MARK IS
 FA0403'
 FA0403'91.5 FT NW OF TP 54 WITH ALUMINUM REF. TAG
 FA0403'
 FA0403'30.3 FT NE OF FIRST KNOB PORT IN CYCLONE FENCE ALONG BEATTY
 FA0403'FORD RD.
 FA0403'
 FA0403'28.3 FT SW OF FIRST KNOB POST IN CYCLONE FENCE OFF I 85 EXIT
 FA0403'
 FA0403'6.0 FT SE OF FOURTH KNOB POST IN CYCLONE FENCE
 FA0403'
 FA0403'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0403
 FA0403                          STATION RECOVERY (1972)
 FA0403
 FA0403'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0403'IN CHARLOTTE.
 FA0403'STATION IS LOCATED APPROXIMATELY 3.1 MI. N OF DOWNTOWN CHARLOTTE,
 FA0403'1.0 MILE W ALONG I-85 FROM U.S. 21, 1.6 MI. NE OF NC 16, AT THE
 FA0403'NE QUADRANT OF BEATTY FORD RD. (SR 2074) AND I-85, ON N SIDE OF I-85
 FA0403'AND ON E SIDE OF BEATTY FORD. RD., 41.5 FT E OF C/L OF BEATTY FORD
 FA0403'RD., 32.5 FT S OF C/L OF EXIT OFF I-85, 6.0 FT SE OF FOURTH KNOB
 FA0403'POST IN CYCLONE FENCE, 66.5 FT W OF RED DO NOT ENTER SIGN POST
 FA0403'ON S SIDE EXIT, 91.5 FT NW OF TP 54 WITH ALUMINUM REF. TAG.
 FA0403'MARK IS FLUSH WITH THE GROUND.
 FA0403
 FA0403                          STATION RECOVERY (1977)
 FA0403
 FA0403'RECOVERY NOTE BY 
NC DOT 1977 (JPT)
 FA0403'SEARCHED FOR BUT NOT RECOVERED.  PROBABLY DESTROYED.
 FA0403'
 FA0403'THIS INTERCHANGE HAS BEEN CHANGED.  ALL DESCRIBED REFERENCES ARE
 FA0403'GONE AND IT APPEARS THAT THE STATION HAS BEEN DESTROYED.
 FA0403
 FA0403                          STATION RECOVERY (1989)
 FA0403
 FA0403'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0403'MARK NOT FOUND.
 FA0403
 FA0403                          STATION RECOVERY (1990)
 FA0403
 FA0403'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0403'MARK NOT FOUND.
 FA0403
 FA0403                          STATION RECOVERY (2004)
 FA0403
 FA0403'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0403'REPORTED DESTROYED BY NC DOT IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2692 ***********************************************************************
 AB2692  DESIGNATION -  BEATY
 AB2692  PID         -  AB2692
 AB2692  STATE/COUNTY-  NC/HAYWOOD
 AB2692  USGS QUAD   -  WAYNESVILLE (1979)
 AB2692
 AB2692                         *CURRENT SURVEY CONTROL
 AB2692  ___________________________________________________________________
 AB2692* NAD 83(2001)-  35 28 33.59688(N)    082 52 58.70386(W)     ADJUSTED  
 AB2692* NAVD 88     -       808.7    (meters)    2653.     (feet)  VERTCON   
 AB2692  ___________________________________________________________________
 AB2692  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 AB2692  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AB2692  HORZ ORDER  -  SECOND
 AB2692
 AB2692.The horizontal coordinates were established by classical geodetic methods
 AB2692.and adjusted by the National Geodetic Survey in August 2005.
 AB2692
 AB2692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2692
 AB2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2692
 AB2692.The geoid height was determined by GEOID03.
 AB2692
 AB2692;                    North         East     Units Scale Factor Converg.
 AB2692;SPC NC       -   198,356.243   257,328.706   MT  0.99988022   -2 14 28.1
 AB2692;SPC NC       -   650,773.77    844,252.60   sFT  0.99988022   -2 14 28.1
 AB2692;UTM  17      - 3,927,461.141   329,166.408   MT  0.99995965   -1 05 35.1
 AB2692
 AB2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2692!SPC NC       -   0.99987761  x   0.99988022  =   0.99975784
 AB2692!UTM  17      -   0.99987761  x   0.99995965  =   0.99983726
 AB2692
 AB2692                          SUPERSEDED SURVEY CONTROL
 AB2692
 AB2692  NAD 83(1995)-  35 28 33.59719(N)    082 52 58.70391(W) AD(       ) 2
 AB2692  NAD 83(1986)-  35 28 33.60384(N)    082 52 58.70313(W) AD(       ) 2
 AB2692  NGVD 29 (04/26/96)  808.7    (m)         2653.     (f) VERT ANG    3  
 AB2692
 AB2692.Superseded values are not recommended for survey control.
 AB2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2692.See file dsdata.txt to determine how the superseded data were derived.
 AB2692
 AB2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2916627461(NAD 83)
 AB2692_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2692_STAMPING: BEATY 1986
 AB2692_MARK LOGO: NCGS  
 AB2692_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2692+STABILITY: SURFACE MOTION
 AB2692
 AB2692  HISTORY     - Date     Condition        Report By
 AB2692  HISTORY     - 1986     MONUMENTED       NCGS
 AB2692
 AB2692                          STATION DESCRIPTION
 AB2692
 AB2692'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AB2692'STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF CANTON, 9.7 KM
 AB2692'(6.0 MI) EAST OF WAYNESVILLE. ALONG NC 110, 0.55 KM (0.34 MI)
 AB2692'NORTH-NORTHEAST FROM US 276-NC 215 (AT BETHEL), AT SR 1876, ABOUT 131
 AB2692'FEET SOUTH OF INTERSECTION. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AB2692'HIGHWAY. LOCATED 8.38 M (27.49 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AB2692'HIGHWAY, 5.49 M (18.01 FT) WEST-NORTHWEST OF A POWER POLE (CA 21), AND
 AB2692'70.1 M (230.0 FT) NORTH-NORTHEAST OF A POWER POLE (CA 22), BOTH WITH
 AB2692'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2578 ***********************************************************************
 EB2578  DESIGNATION -  BEAU
 EB2578  PID         -  EB2578
 EB2578  STATE/COUNTY-  NC/ROBESON
 EB2578  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 EB2578
 EB2578                         *CURRENT SURVEY CONTROL
 EB2578  ___________________________________________________________________
 EB2578* NAD 83(2001)-  34 38 40.31266(N)    079 05 17.79067(W)     ADJUSTED  
 EB2578* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 EB2578  ___________________________________________________________________
 EB2578  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 EB2578  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EB2578  HORZ ORDER  -  SECOND
 EB2578
 EB2578.The horizontal coordinates were established by classical geodetic methods
 EB2578.and adjusted by the National Geodetic Survey in August 2005.
 EB2578
 EB2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2578
 EB2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2578
 EB2578.The geoid height was determined by GEOID03.
 EB2578
 EB2578;                    North         East     Units Scale Factor Converg.
 EB2578;SPC NC       -    99,235.348   601,508.627   MT  0.99992835   -0 03 03.4
 EB2578;SPC NC       -   325,574.64  1,973,449.55   sFT  0.99992835   -0 03 03.4
 EB2578;UTM  17      - 3,835,286.151   675,210.695   MT  0.99997839   +1 05 13.4
 EB2578
 EB2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2578!SPC NC       -   0.99999816  x   0.99992835  =   0.99992651
 EB2578!UTM  17      -   0.99999816  x   0.99997839  =   0.99997655
 EB2578
 EB2578:                Primary Azimuth Mark                     Grid Az
 EB2578:SPC NC       -  BUNTING                                  113 10 03.3
 EB2578:UTM  17      -  BUNTING                                  112 01 46.5
 EB2578
 EB2578|---------------------------------------------------------------------|
 EB2578| PID    Reference Object                     Distance      Geod. Az  |
 EB2578|                                                           dddmmss.s |
 EB2578| EB2579 BUNTING                             APPROX. 1.6 KM 1130659.9 |
 EB2578|---------------------------------------------------------------------|
 EB2578
 EB2578                          SUPERSEDED SURVEY CONTROL
 EB2578
 EB2578  NAD 83(1986)-  34 38 40.32303(N)    079 05 17.79566(W) AD(       ) 2
 EB2578  NAD 27      -  34 38 39.73495(N)    079 05 18.66810(W) AD(       ) 2
 EB2578  NGVD 29 (07/19/86)   45.6    (m)          150.     (f) VERT ANG    3  
 EB2578
 EB2578.Superseded values are not recommended for survey control.
 EB2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2578.See file dsdata.txt to determine how the superseded data were derived.
 EB2578
 EB2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7521135286(NAD 83)
 EB2578_MARKER: DE = TRAVERSE STATION DISK
 EB2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2578_STAMPING: BEAU 1965
 EB2578_MARK LOGO: NCGS  
 EB2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2578+STABILITY: SURFACE MOTION
 EB2578
 EB2578  HISTORY     - Date     Condition        Report By
 EB2578  HISTORY     - 1965     MONUMENTED       NCGS
 EB2578
 EB2578                          STATION DESCRIPTION
 EB2578
 EB2578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2578'BEAU IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2578'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2578'
 EB2578'BEAU IS 4.8 MILES WNW OF LUMBERTON.  LOCATED ON THE RIGHT
 EB2578'OF WAY OF THE SEABOARD AIRLINE RR.  IN THE SE QUADRANT OF THE
 EB2578'CROSSING OF SR 1549 AND THE RAILROAD.  TO REACH THE STATION
 EB2578'FROM THE CROSSROADS OF NC 72 AND SR 1527 AND SR 1549, GO SOUTH
 EB2578'0.6 MILES TO THE CROSSING AND STATION.  TO REACH THE STATION
 EB2578'FROM THE CROSSROADS OF NC 711 AND SR 1549, GO NORTH 0.9 MILES
 EB2578'ON SR 1549 TO CROSSING AND STATION.
 EB2578'
 EB2578'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2578'BEAU 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2578'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2578'
 EB2578'MARK IS
 EB2578'
 EB2578'25.5 FT E OF C/L OF SR 1549
 EB2578'
 EB2578'5.6 FT SW OF SOUTH RAIL
 EB2578'
 EB2578'57.6 FT SW OF TP 34 WITH ALUMINUM REF. TAG
 EB2578'
 EB2578'16.0 FT NE OF SOUTH RR CROSSING SIGNAL ON SW SIDE OF TRACK
 EB2578'WITH ALUMINUM REF. TAG
 EB2578'
 EB2578'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3700 ***********************************************************************
 FB3700  DESIGNATION -  BEAUCATCHER
 FB3700  PID         -  FB3700
 FB3700  STATE/COUNTY-  NC/BUNCOMBE
 FB3700  USGS QUAD   -  ASHEVILLE (1991)
 FB3700
 FB3700                         *CURRENT SURVEY CONTROL
 FB3700  ___________________________________________________________________
 FB3700* NAD 83(2007)-  35 36 02.92851(N)    082 32 14.80459(W)     ADJUSTED  
 FB3700* NAVD 88     -       787.9    (meters)    2585.     (feet)  GPS OBS   
 FB3700  ___________________________________________________________________
 FB3700  EPOCH DATE  -        2002.00
 FB3700  X           -     674,395.726 (meters)                     COMP
 FB3700  Y           -  -5,148,543.332 (meters)                     COMP
 FB3700  Z           -   3,692,709.717 (meters)                     COMP
 FB3700  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FB3700  ELLIP HEIGHT-         758.091 (meters)          (02/10/07) ADJUSTED
 FB3700  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FB3700
 FB3700  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3700  Type    PID    Designation                      North   East  Ellip
 FB3700  -------------------------------------------------------------------
 FB3700  NETWORK FB3700 BEAUCATCHER                       0.39   0.33   1.08
 FB3700  -------------------------------------------------------------------
 FB3700
 FB3700.The horizontal coordinates were established by GPS observations
 FB3700.and adjusted by the National Geodetic Survey in February 2007.
 FB3700
 FB3700.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3700.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3700.The horizontal coordinates are valid at the epoch date displayed above.
 FB3700.The epoch date for horizontal control is a decimal equivalence
 FB3700.of Year/Month/Day.
 FB3700
 FB3700.The orthometric height was determined by GPS observations and a
 FB3700.high-resolution geoid model.
 FB3700
 FB3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3700
 FB3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3700
 FB3700.The ellipsoidal height was determined by GPS observations
 FB3700.and is referenced to NAD 83.
 FB3700
 FB3700.The geoid height was determined by GEOID03.
 FB3700
 FB3700;                    North         East     Units Scale Factor Converg.
 FB3700;SPC NC       -   211,022.455   289,155.179   MT  0.99989109   -2 02 30.2
 FB3700;SPC NC       -   692,329.50    948,669.95   sFT  0.99989109   -2 02 30.2
 FB3700;UTM  17      - 3,940,762.182   360,733.287   MT  0.99983901   -0 53 42.5
 FB3700
 FB3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3700!SPC NC       -   0.99988103  x   0.99989109  =   0.99977213
 FB3700!UTM  17      -   0.99988103  x   0.99983901  =   0.99972006
 FB3700
 FB3700                          SUPERSEDED SURVEY CONTROL
 FB3700
 FB3700  NAD 83(2001)-  35 36 02.92851(N)    082 32 14.80461(W) AD(       ) 1
 FB3700  ELLIP H (03/13/03)  758.100  (m)                       GP(       ) 4 2
 FB3700  NAD 83(1995)-  35 36 02.92888(N)    082 32 14.80455(W) AD(       ) 1
 FB3700  NAD 83(1986)-  35 36 02.93534(N)    082 32 14.80571(W) AD(       ) 1
 FB3700  NAD 83(1986)-  35 36 02.93534(N)    082 32 14.80571(W) AD(       ) 2
 FB3700  NGVD 29 (10/23/91)  787.7    (m)         2584.     (f) VERT ANG    3  
 FB3700
 FB3700.Superseded values are not recommended for survey control.
 FB3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3700.See file dsdata.txt to determine how the superseded data were derived.
 FB3700
 FB3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6073340762(NAD 83)
 FB3700_MARKER: DE = TRAVERSE STATION DISK
 FB3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3700_SP_SET: CONCRETE POST
 FB3700_STAMPING: BEAUCATCHER 1980
 FB3700_MARK LOGO: NCGS  
 FB3700_PROJECTION: FLUSH
 FB3700_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3700+STABILITY: SURFACE MOTION
 FB3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3700+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FB3700
 FB3700  HISTORY     - Date     Condition        Report By
 FB3700  HISTORY     - 1980     MONUMENTED       NCGS
 FB3700  HISTORY     - 19850101 GOOD             NCGS
 FB3700  HISTORY     - 19920115 GOOD             NCGS
 FB3700
 FB3700                          STATION DESCRIPTION
 FB3700
 FB3700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3700'THE STATION IS LOCATED APPROXIMATELY 0.8 MILES EAST-NORTHEAST OF
 FB3700'THE CENTER OF ASHEVILLE AT THE TOP OF THE BEAUCATCHER MOUNTAIN CUT
 FB3700'ON THE NORTH SIDE OF I-240.
 FB3700'
 FB3700'TO REACH THE STATION FROM THE NC 694 OVERPASS OF I-240, GO
 FB3700'NORTHEAST FOR 1.1 KM (0.7 MI) ON NC 694 TO THE INTERSECTION WITH
 FB3700'VANCE GAP ROAD,
 FB3700'TURN RIGHT AND GO EAST FOR 0.7 KM (0.45 MI) ON VANCE GAP ROAD TO
 FB3700'TOP OF CUT AND STATION ON LEFT.
 FB3700'
 FB3700'THE STATION IS A STANDARD NCGS DISK
 FB3700'STAMPED---BEAUCATCHER 1980---,
 FB3700'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB3700'25 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 FB3700'24.69 METERS (81.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FB3700'A TWO-STORY BLOCK HOUSE,
 FB3700'17.43 METERS (57.2 FT) SOUTHWEST FROM A WATER METER COVER,
 FB3700'6.25 METERS (20.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 FB3700'DRIVEWAY,
 FB3700'1.04 METERS (3.4 FT) SOUTH-SOUTHWEST FROM A CHAIN LINK FENCE,
 FB3700'1.58 METERS (5.2 FT) SOUTH-SOUTHEAST FROM A FENCE POST,
 FB3700'1.98 METERS (6.5 FT) WEST FROM A FENCE POST AND
 FB3700'7.44 METERS (24.4 FT) WEST-NORTHWEST FROM THE CENTER BRACE POST OF
 FB3700'FENCE.
 FB3700'
 FB3700'THE MARK IS ON NORTH CUT OF I 240.
 FB3700
 FB3700                          STATION RECOVERY (1985)
 FB3700
 FB3700'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB3700'RECOVERED IN GOOD CONDITION.
 FB3700
 FB3700                          STATION RECOVERY (1992)
 FB3700
 FB3700'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3700'STATION IS LOCATED IN ASHEVILLE AT THE TOP OF THE BEAUCATCHER MOUNTAIN
 FB3700'CUT ON THE NORTH SIDE OF I-240. PROCEED ALONG NC 694 (TOWN MOUNTAIN
 FB3700'ROAD) FOR 0.7 MI (1.1 KM) NORTHEAST FROM THE I-240 UNDERPASS (IN
 FB3700'ASHEVILLE), THENCE SOUTH FOR 0.35 MI (0.56 KM) ALONG VANCE GAP ROAD,
 FB3700'THENCE SOUTHWEST FOR 0.05 MI (0.08 KM) ALONG SUNSET DRIVE, THENCE
 FB3700'SOUTH FOR 0.05 MI (0.08 KM) TO END OF ROAD AND STATION ABOUT 250 FEET
 FB3700'SOUTH. MARK PROJECTS 2 INCHES ABOVE GROUND. LOCATED 81.0 FT (24.7 M)
 FB3700'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY HOUSE, 3.4 FT
 FB3700'(1.0 M) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE, 5.2 FT (1.6 M)
 FB3700'SOUTH-SOUTHEAST OF A FENCE POST, 6.5 FT (2.0 M) WEST OF ANOTHER FENCE
 FB3700'POST, AND 24.4 FT (7.4 M) WEST-NORTHWEST OF THE CENTER BRACE POST OF A
 FB3700'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7561 ***********************************************************************
 DK7561  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7561  DESIGNATION -  BEAUFORT CORS ARP
 DK7561  CORS_ID     -  NCBE
 DK7561  PID         -  DK7561
 DK7561  STATE/COUNTY-  NC/CARTERET
 DK7561  USGS QUAD   -  BEAUFORT (1987)
 DK7561
 DK7561                         *CURRENT SURVEY CONTROL
 DK7561  ___________________________________________________________________
 DK7561* NAD 83(CORS)-  34 43 08.50926(N)    076 40 18.99204(W)     ADJUSTED  
 DK7561* NAVD 88     -              **(meters)            **(feet)            
 DK7561  ___________________________________________________________________
 DK7561  EPOCH DATE  -        2002.00
 DK7561  X           -   1,209,852.559 (meters)                     COMP
 DK7561  Y           -  -5,106,864.754 (meters)                     COMP
 DK7561  Z           -   3,612,274.174 (meters)                     COMP
 DK7561  ELLIP HEIGHT-         -27.843 (meters)          (12/??/08) ADJUSTED
 DK7561  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 DK7561  HORZ ORDER  -  SPECIAL (CORS)
 DK7561  ELLP ORDER  -  SPECIAL (CORS)
 DK7561
 DK7561.ITRF positions are available for this station.
 DK7561.The coordinates were established by GPS observations
 DK7561.and adjusted by the National Geodetic Survey in December 2008.
 DK7561.The coordinates are valid at the epoch date displayed above.
 DK7561.The epoch date for horizontal control is a decimal equivalence
 DK7561.of Year/Month/Day.
 DK7561
 DK7561
 DK7561.The PID for the CORS L1 Phase Center is DK7562.
 DK7561
 DK7561.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7561
 DK7561.The ellipsoidal height was determined by GPS observations
 DK7561.and is referenced to NAD 83.
 DK7561
 DK7561.The geoid height was determined by GEOID03.
 DK7561
 DK7561;                    North         East     Units Scale Factor Converg.
 DK7561;SPC NC       -   109,995.832   822,811.690   MT  0.99991552   +1 20 37.3
 DK7561;SPC NC       -   360,877.99  2,699,508.02   sFT  0.99991552   +1 20 37.3
 DK7561
 DK7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7561!SPC NC       -   1.00000437  x   0.99991552  =   0.99991989
 DK7561
 DK7561                          SUPERSEDED SURVEY CONTROL
 DK7561
 DK7561.No superseded survey control is available for this station.
 DK7561
 DK7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4690543158(NAD 83)
 DK7561_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7561
 DK7561                          STATION DESCRIPTION
 DK7561
 DK7561'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK7561'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7561'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7561'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7561'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7561'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7562 ***********************************************************************
 DK7562  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7562  DESIGNATION -  BEAUFORT CORS L1 PHASE CENTER
 DK7562  CORS_ID     -  NCBE
 DK7562  PID         -  DK7562
 DK7562  STATE/COUNTY-  NC/CARTERET
 DK7562  USGS QUAD   -  BEAUFORT (1987)
 DK7562
 DK7562                         *CURRENT SURVEY CONTROL
 DK7562  ___________________________________________________________________
 DK7562* NAD 83(CORS)-  34 43 08.50931(N)    076 40 18.99201(W)     ADJUSTED  
 DK7562* NAVD 88     -              **(meters)            **(feet)            
 DK7562  ___________________________________________________________________
 DK7562  EPOCH DATE  -        2002.00
 DK7562  X           -   1,209,852.576 (meters)                     COMP
 DK7562  Y           -  -5,106,864.821 (meters)                     COMP
 DK7562  Z           -   3,612,274.223 (meters)                     COMP
 DK7562  ELLIP HEIGHT-         -27.759 (meters)          (12/??/08) ADJUSTED
 DK7562  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 DK7562  HORZ ORDER  -  SPECIAL (CORS)
 DK7562  ELLP ORDER  -  SPECIAL (CORS)
 DK7562
 DK7562.ITRF positions are available for this station.
 DK7562.The coordinates were established by GPS observations
 DK7562.and adjusted by the National Geodetic Survey in December 2008.
 DK7562.The coordinates are valid at the epoch date displayed above.
 DK7562.The epoch date for horizontal control is a decimal equivalence
 DK7562.of Year/Month/Day.
 DK7562
 DK7562
 DK7562.The PID for the CORS ARP is DK7561.
 DK7562
 DK7562.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7562
 DK7562.The ellipsoidal height was determined by GPS observations
 DK7562.and is referenced to NAD 83.
 DK7562
 DK7562.The geoid height was determined by GEOID03.
 DK7562
 DK7562;                    North         East     Units Scale Factor Converg.
 DK7562;SPC NC       -   109,995.833   822,811.691   MT  0.99991552   +1 20 37.3
 DK7562;SPC NC       -   360,878.00  2,699,508.02   sFT  0.99991552   +1 20 37.3
 DK7562
 DK7562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7562!SPC NC       -   1.00000436  x   0.99991552  =   0.99991988
 DK7562
 DK7562                          SUPERSEDED SURVEY CONTROL
 DK7562
 DK7562.No superseded survey control is available for this station.
 DK7562
 DK7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4690543158(NAD 83)
 DK7562_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK7562
 DK7562                          STATION DESCRIPTION
 DK7562
 DK7562'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK7562'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK7562'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK7562'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK7562'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK7562'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1806 ***********************************************************************
 EA1806  DESIGNATION -  BEAUFORT COURTHOUSE CUPOLA
 EA1806  PID         -  EA1806
 EA1806  STATE/COUNTY-  NC/CARTERET
 EA1806  USGS QUAD   -  BEAUFORT (1987)
 EA1806
 EA1806                         *CURRENT SURVEY CONTROL
 EA1806  ___________________________________________________________________
 EA1806* NAD 83(2001)-  34 43 11.15374(N)    076 39 45.58993(W)     ADJUSTED  
 EA1806* NAVD 88     -              **(meters)            **(feet)            
 EA1806  ___________________________________________________________________
 EA1806  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EA1806  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1806  HORZ ORDER  -  THIRD
 EA1806
 EA1806.The horizontal coordinates were established by classical geodetic methods
 EA1806.and adjusted by the National Geodetic Survey in August 2005.
 EA1806
 EA1806
 EA1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1806
 EA1806.The geoid height was determined by GEOID03.
 EA1806
 EA1806;                    North         East     Units Scale Factor Converg.
 EA1806;SPC NC       -   110,097.260   823,659.356   MT  0.99991541   +1 20 56.5
 EA1806;SPC NC       -   361,210.76  2,702,289.07   sFT  0.99991541   +1 20 56.5
 EA1806;UTM  18      - 3,843,225.141   347,756.160   MT  0.99988568   -0 56 49.8
 EA1806
 EA1806                          SUPERSEDED SURVEY CONTROL
 EA1806
 EA1806  NAD 83(1986)-  34 43 11.16380(N)    076 39 45.59534(W) AD(       ) 4
 EA1806  NAD 27      -  34 43 10.58194(N)    076 39 46.84589(W) AD(       ) 3
 EA1806
 EA1806.Superseded values are not recommended for survey control.
 EA1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1806.See file dsdata.txt to determine how the superseded data were derived.
 EA1806
 EA1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4775643225(NAD 83)
 EA1806_MARKER: 82 = FINIAL
 EA1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1806+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 EA1806
 EA1806  HISTORY     - Date     Condition        Report By
 EA1806  HISTORY     - 1913     FIRST OBSERVED   CGS
 EA1806  HISTORY     - 1946     GOOD             CGS
 EA1806  HISTORY     - 1948     GOOD             CGS
 EA1806  HISTORY     - 1964     POOR             CGS
 EA1806  HISTORY     - 1973     GOOD             NGS
 EA1806  HISTORY     - 1976     GOOD             ALSTER
 EA1806  HISTORY     - 1985     GOOD             USPSQD
 EA1806  HISTORY     - 1988     GOOD             USPSQD
 EA1806  HISTORY     - 19960508 GOOD             USPSQD
 EA1806  HISTORY     - 19980529 GOOD             USPSQD
 EA1806  HISTORY     - 20021028 GOOD             USPSQD
 EA1806  HISTORY     - 20040604 GOOD             USPSQD
 EA1806
 EA1806                          STATION DESCRIPTION
 EA1806
 EA1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 EA1806'OBJECT OBSERVED UPON WAS THE FINIAL ON TOP OF CENTER OF
 EA1806'DOME.  THE DOME IS HIGHER THAN ANY OTHER BUILDING IN THE TOWN
 EA1806'AND IS THE MOST PROMINENT OBJECT SEEN FROM THE WATER IN THE
 EA1806'HARBOR AND VICINITY BUT IS DIFFICULT TO PICK OUT FROM OFF
 EA1806'SHORE EXCEPT FROM A SHORT DISTANCE OUTSIDE THE INLET.
 EA1806
 EA1806                          STATION RECOVERY (1946)
 EA1806
 EA1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1806'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION ADEQUATE
 EA1806'EXCEPT FOR THE FOLLOWING CHANGES--
 EA1806'
 EA1806'1.  CHANGE BEAUFORT COUNTY TO CARTERET COUNTY.
 EA1806'
 EA1806'2.  THE DOME IS HIGHER THAN ANY OTHER BUILDING IN TOWN WITH
 EA1806'THE EXCEPTION OF STATION BEAUFORT TANK, 1927.
 EA1806
 EA1806                          STATION RECOVERY (1948)
 EA1806
 EA1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EA1806'THE BEAUFORT COURTHOUSE WAS ERECTED ABOUT 1906.  THERE IS A
 EA1806'CUPOLA ON TOP OF THE BUILDING CONSISTING OF A BASE, EIGHT
 EA1806'GLASS WINDOWS, AND A METAL DOME ON TOP.  FROM A DISTANCE, NOT
 EA1806'BEING ABLE TO SEE THE GLASS WINDOWS AND ONLY SEEING THE
 EA1806'SUPPORTS BETWEEN EACH WINDOW, IT APPEARS TO BE A DOME
 EA1806'SUPPORTED BY PILLARS.  THIS IS BELIEVED TO BE THE STATION
 EA1806'DESCRIBED AS DOME SUPPORTED BY PILLARS - 1931.  THIS IS ALSO
 EA1806'THE STATION BEAUFORT COURT HOUSE CUPOLA 1913.  NEITHER THE
 EA1806'COURTHOUSE NOR THE CUPOLA HAS BEEN DISTURBED SINCE ERECTION.
 EA1806
 EA1806                          STATION RECOVERY (1964)
 EA1806
 EA1806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA1806'STATION RECOVERED IN POOR CONDITION.  THE FINIAL ON THE DOME
 EA1806'OF THE COURT HOUSE APPEARS TO BE LEANING SLIGHTLY TOWARD THE
 EA1806'NORTHWEST.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 EA1806'CORRECTIONS OF THE 1946 RECOVERY NOTE BY R.J.S.
 EA1806
 EA1806                          STATION RECOVERY (1973)
 EA1806
 EA1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 EA1806'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EA1806
 EA1806                          STATION RECOVERY (1976)
 EA1806
 EA1806'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 EA1806'RECOVERED GOOD.
 EA1806'
 EA1806'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BEAUFORT.
 EA1806
 EA1806                          STATION RECOVERY (1985)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1806'STATION FOUND GOOD.
 EA1806'
 EA1806'VISITED SITE - VERIFIED EXISTENCE.
 EA1806
 EA1806                          STATION RECOVERY (1988)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EA1806'RECOVERED IN GOOD CONDITION.
 EA1806
 EA1806                          STATION RECOVERY (1996)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1806'RECOVERED IN GOOD CONDITION.
 EA1806
 EA1806                          STATION RECOVERY (1998)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA1806'RECOVERED IN GOOD CONDITION.
 EA1806
 EA1806                          STATION RECOVERY (2002)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA1806'RECOVERED AS DESCRIBED.
 EA1806
 EA1806                          STATION RECOVERY (2004)
 EA1806
 EA1806'RECOVERY NOTE BY US POWER SQUADRON 2004 (NS)
 EA1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1928 ***********************************************************************
 EA1928  DESIGNATION -  BEAUFORT ENTRANCE N RANGE BCN
 EA1928  PID         -  EA1928
 EA1928  STATE/COUNTY-  NC/CARTERET
 EA1928  USGS QUAD   -  BEAUFORT (1987)
 EA1928
 EA1928                         *CURRENT SURVEY CONTROL
 EA1928  ___________________________________________________________________
 EA1928* NAD 83(2001)-  34 42 50.53941(N)    076 40 44.17931(W)     ADJUSTED  
 EA1928* NAVD 88     -              **(meters)            **(feet)            
 EA1928  ___________________________________________________________________
 EA1928  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EA1928  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA1928  HORZ ORDER  -  THIRD
 EA1928
 EA1928.The horizontal coordinates were established by classical geodetic methods
 EA1928.and adjusted by the National Geodetic Survey in August 2005.
 EA1928
 EA1928
 EA1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1928
 EA1928.The geoid height was determined by GEOID03.
 EA1928
 EA1928;                    North         East     Units Scale Factor Converg.
 EA1928;SPC NC       -   109,427.277   822,183.995   MT  0.99991633   +1 20 22.7
 EA1928;SPC NC       -   359,012.66  2,697,448.66   sFT  0.99991633   +1 20 22.7
 EA1928;UTM  18      - 3,842,614.820   346,255.183   MT  0.99989134   -0 57 22.7
 EA1928
 EA1928                          SUPERSEDED SURVEY CONTROL
 EA1928
 EA1928  NAD 83(1986)-  34 42 50.54900(N)    076 40 44.18465(W) AD(       ) 4
 EA1928  NAD 27      -  34 42 49.97300(N)    076 40 45.42900(W) AD(       ) 3
 EA1928
 EA1928.Superseded values are not recommended for survey control.
 EA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1928.See file dsdata.txt to determine how the superseded data were derived.
 EA1928
 EA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4625542615(NAD 83)
 EA1928_MARKER: 14 = NAVIGATION LIGHT
 EA1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1928+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1928
 EA1928  HISTORY     - Date     Condition        Report By
 EA1928  HISTORY     - 1908     FIRST OBSERVED   CGS
 EA1928  HISTORY     - 20040605 GOOD             USPSQD
 EA1928
 EA1928                          STATION DESCRIPTION
 EA1928
 EA1928'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1812 ***********************************************************************
 EA1812  DESIGNATION -  BEAUFORT ENTRANCE S RANGE BCN
 EA1812  PID         -  EA1812
 EA1812  STATE/COUNTY-  NC/CARTERET
 EA1812  USGS QUAD   -  BEAUFORT (1987)
 EA1812
 EA1812                         *CURRENT SURVEY CONTROL
 EA1812  ___________________________________________________________________
 EA1812* NAD 83(2001)-  34 42 17.31969(N)    076 40 42.33194(W)     ADJUSTED  
 EA1812* NAVD 88     -              **(meters)            **(feet)            
 EA1812  ___________________________________________________________________
 EA1812  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EA1812  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA1812  HORZ ORDER  -  THIRD
 EA1812
 EA1812.The horizontal coordinates were established by classical geodetic methods
 EA1812.and adjusted by the National Geodetic Survey in August 2005.
 EA1812
 EA1812
 EA1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1812
 EA1812.The geoid height was determined by GEOID03.
 EA1812
 EA1812;                    North         East     Units Scale Factor Converg.
 EA1812;SPC NC       -   108,405.064   822,254.922   MT  0.99991784   +1 20 23.8
 EA1812;SPC NC       -   355,658.95  2,697,681.36   sFT  0.99991784   +1 20 23.8
 EA1812;UTM  18      - 3,841,590.612   346,285.103   MT  0.99989123   -0 57 20.9
 EA1812
 EA1812                          SUPERSEDED SURVEY CONTROL
 EA1812
 EA1812  NAD 83(1986)-  34 42 17.32948(N)    076 40 42.33705(W) AD(       ) 4
 EA1812  NAD 27      -  34 42 16.75200(N)    076 40 43.58100(W) AD(       ) 3
 EA1812
 EA1812.Superseded values are not recommended for survey control.
 EA1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1812.See file dsdata.txt to determine how the superseded data were derived.
 EA1812
 EA1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4628541591(NAD 83)
 EA1812_MARKER: 14 = NAVIGATION LIGHT
 EA1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1812+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1812
 EA1812  HISTORY     - Date     Condition        Report By
 EA1812  HISTORY     - 1908     FIRST OBSERVED   CGS
 EA1812  HISTORY     - 20040605 GOOD             USPSQD
 EA1812
 EA1812                          STATION DESCRIPTION
 EA1812
 EA1812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1813 ***********************************************************************
 EA1813  DESIGNATION -  BEAUFORT HARBOR CHANNEL BCN 3
 EA1813  PID         -  EA1813
 EA1813  STATE/COUNTY-  NC/CARTERET
 EA1813  USGS QUAD   -  BEAUFORT (1987)
 EA1813
 EA1813                         *CURRENT SURVEY CONTROL
 EA1813  ___________________________________________________________________
 EA1813* NAD 83(2001)-  34 42 17.43942(N)    076 40 29.64413(W)     ADJUSTED  
 EA1813* NAVD 88     -              **(meters)            **(feet)            
 EA1813  ___________________________________________________________________
 EA1813  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EA1813  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA1813  HORZ ORDER  -  THIRD
 EA1813
 EA1813.The horizontal coordinates were established by classical geodetic methods
 EA1813.and adjusted by the National Geodetic Survey in August 2005.
 EA1813
 EA1813
 EA1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1813
 EA1813.The geoid height was determined by GEOID03.
 EA1813
 EA1813;                    North         East     Units Scale Factor Converg.
 EA1813;SPC NC       -   108,416.308   822,577.607   MT  0.99991784   +1 20 31.1
 EA1813;SPC NC       -   355,695.84  2,698,740.03   sFT  0.99991784   +1 20 31.1
 EA1813;UTM  18      - 3,841,588.921   346,607.971   MT  0.99989001   -0 57 13.6
 EA1813
 EA1813                          SUPERSEDED SURVEY CONTROL
 EA1813
 EA1813  NAD 83(1986)-  34 42 17.44882(N)    076 40 29.64876(W) AD(       ) 4
 EA1813  NAD 27      -  34 42 16.86851(N)    076 40 30.90076(W) AD(       ) 3
 EA1813
 EA1813.Superseded values are not recommended for survey control.
 EA1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1813.See file dsdata.txt to determine how the superseded data were derived.
 EA1813
 EA1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4660841589(NAD 83)
 EA1813_MARKER: 14 = NAVIGATION LIGHT
 EA1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1813+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1813
 EA1813  HISTORY     - Date     Condition        Report By
 EA1813  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1813  HISTORY     - 20040605 GOOD             USPSQD
 EA1813
 EA1813                          STATION DESCRIPTION
 EA1813
 EA1813'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1816 ***********************************************************************
 EA1816  DESIGNATION -  BEAUFORT INLET CHAN F RNG LT
 EA1816  PID         -  EA1816
 EA1816  STATE/COUNTY-  NC/CARTERET
 EA1816  USGS QUAD   -  BEAUFORT (1987)
 EA1816
 EA1816                         *CURRENT SURVEY CONTROL
 EA1816  ___________________________________________________________________
 EA1816* NAD 83(2001)-  34 42 08.59182(N)    076 39 53.85944(W)     ADJUSTED  
 EA1816* NAVD 88     -              **(meters)            **(feet)            
 EA1816  ___________________________________________________________________
 EA1816  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EA1816  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1816  HORZ ORDER  -  THIRD
 EA1816
 EA1816.The horizontal coordinates were established by classical geodetic methods
 EA1816.and adjusted by the National Geodetic Survey in August 2005.
 EA1816
 EA1816
 EA1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1816
 EA1816.The geoid height was determined by GEOID03.
 EA1816
 EA1816;                    North         East     Units Scale Factor Converg.
 EA1816;SPC NC       -   108,165.135   823,494.362   MT  0.99991825   +1 20 51.8
 EA1816;SPC NC       -   354,871.78  2,701,747.75   sFT  0.99991825   +1 20 51.8
 EA1816;UTM  18      - 3,841,301.235   347,513.901   MT  0.99988659   -0 56 53.0
 EA1816
 EA1816                          SUPERSEDED SURVEY CONTROL
 EA1816
 EA1816  NAD 83(1986)-  34 42 08.60177(N)    076 39 53.86439(W) AD(       ) 4
 EA1816  NAD 27      -  34 42 08.02077(N)    076 39 55.11724(W) AD(       ) 3
 EA1816
 EA1816.Superseded values are not recommended for survey control.
 EA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1816.See file dsdata.txt to determine how the superseded data were derived.
 EA1816
 EA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4751441301(NAD 83)
 EA1816_MARKER: 14 = NAVIGATION LIGHT
 EA1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1816+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1816
 EA1816  HISTORY     - Date     Condition        Report By
 EA1816  HISTORY     - 1965     FIRST OBSERVED   CGS
 EA1816  HISTORY     - 20040605 GOOD             USPSQD
 EA1816
 EA1816                          STATION DESCRIPTION
 EA1816
 EA1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1816'THE STATION IS LOCATED IN BEAUFORT INLET NEAR THE WEST END OF
 EA1816'BIRD SHOAL.  IT IS ABOUT .8 MILE NORTHEAST OF FORT MACON AND
 EA1816'ABOUT .9 MILE SOUTHWEST OF HORSE ISLAND.
 EA1816'
 EA1816'THE STATION IS THE LIGHT ON TOP OF A RED DIAMOND DAYMARK ON
 EA1816'A WHITE SLATTED FOUR PILE STRUCTURE.  IT IS ABOUT 25 FEET HIGH.
 EA1816
 EA1816                          STATION RECOVERY (2004)
 EA1816
 EA1816'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1817 ***********************************************************************
 EA1817  DESIGNATION -  BEAUFORT INLET CHAN R RNG LT
 EA1817  PID         -  EA1817
 EA1817  STATE/COUNTY-  NC/CARTERET
 EA1817  USGS QUAD   -  BEAUFORT (1987)
 EA1817
 EA1817                         *CURRENT SURVEY CONTROL
 EA1817  ___________________________________________________________________
 EA1817* NAD 83(2001)-  34 42 53.55444(N)    076 39 45.11508(W)     ADJUSTED  
 EA1817* NAVD 88     -              **(meters)            **(feet)            
 EA1817  ___________________________________________________________________
 EA1817  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 EA1817  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1817  HORZ ORDER  -  THIRD
 EA1817
 EA1817.The horizontal coordinates were established by classical geodetic methods
 EA1817.and adjusted by the National Geodetic Survey in August 2005.
 EA1817
 EA1817
 EA1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1817
 EA1817.The geoid height was determined by GEOID03.
 EA1817
 EA1817;                    North         East     Units Scale Factor Converg.
 EA1817;SPC NC       -   109,555.412   823,684.201   MT  0.99991620   +1 20 56.8
 EA1817;SPC NC       -   359,433.05  2,702,370.58   sFT  0.99991620   +1 20 56.8
 EA1817;UTM  18      - 3,842,682.748   347,759.276   MT  0.99988567   -0 56 49.1
 EA1817
 EA1817                          SUPERSEDED SURVEY CONTROL
 EA1817
 EA1817  NAD 83(1986)-  34 42 53.56447(N)    076 39 45.12041(W) AD(       ) 4
 EA1817  NAD 27      -  34 42 52.98041(N)    076 39 46.37297(W) AD(       ) 3
 EA1817
 EA1817.Superseded values are not recommended for survey control.
 EA1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1817.See file dsdata.txt to determine how the superseded data were derived.
 EA1817
 EA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4775942683(NAD 83)
 EA1817_MARKER: 14 = NAVIGATION LIGHT
 EA1817
 EA1817  HISTORY     - Date     Condition        Report By
 EA1817  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1817  HISTORY     - 1965     GOOD             CGS
 EA1817  HISTORY     - 1976     GOOD             ALSTER
 EA1817  HISTORY     - 19980529 GOOD             USPSQD
 EA1817
 EA1817                          STATION DESCRIPTION
 EA1817
 EA1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1817'THE STATION IS LOCATED IN THE CITY OF BEAUFORT, ABOUT 200 FEET
 EA1817'SOUTH OF THE POST OFFICE.
 EA1817'
 EA1817'THE STATION IS THE LIGHT ON TOP OF A PIPE TOWER WHICH IS
 EA1817'ABOUT 65 FEET HIGH.  THE TOWER IS A WHITE DAYMARK WITH A
 EA1817'BLACK CIRCULAR CENTER.
 EA1817
 EA1817                          STATION RECOVERY (1976)
 EA1817
 EA1817'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 EA1817'RECOVERED GOOD.
 EA1817'
 EA1817'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BEAUFORT.
 EA1817
 EA1817                          STATION RECOVERY (1998)
 EA1817
 EA1817'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1807 ***********************************************************************
 EA1807  DESIGNATION -  BEAUFORT ME CHURCH SPIRE
 EA1807  PID         -  EA1807
 EA1807  STATE/COUNTY-  NC/CARTERET
 EA1807  USGS QUAD   -  BEAUFORT (1987)
 EA1807
 EA1807                         *CURRENT SURVEY CONTROL
 EA1807  ___________________________________________________________________
 EA1807* NAD 83(2001)-  34 43 04.68812(N)    076 39 49.02003(W)     ADJUSTED  
 EA1807* NAVD 88     -              **(meters)            **(feet)            
 EA1807  ___________________________________________________________________
 EA1807  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EA1807  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1807  HORZ ORDER  -  THIRD
 EA1807
 EA1807.The horizontal coordinates were established by classical geodetic methods
 EA1807.and adjusted by the National Geodetic Survey in August 2005.
 EA1807
 EA1807
 EA1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1807
 EA1807.The geoid height was determined by GEOID03.
 EA1807
 EA1807;                    North         East     Units Scale Factor Converg.
 EA1807;SPC NC       -   109,896.038   823,576.800   MT  0.99991570   +1 20 54.6
 EA1807;SPC NC       -   360,550.58  2,702,018.22   sFT  0.99991570   +1 20 54.6
 EA1807;UTM  18      - 3,843,027.393   347,665.611   MT  0.99988602   -0 56 51.6
 EA1807
 EA1807                          SUPERSEDED SURVEY CONTROL
 EA1807
 EA1807  NAD 83(1986)-  34 43 04.69824(N)    076 39 49.02552(W) AD(       ) 4
 EA1807  NAD 27      -  34 43 04.11507(N)    076 39 50.27821(W) AD(       ) 3
 EA1807
 EA1807.Superseded values are not recommended for survey control.
 EA1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1807.See file dsdata.txt to determine how the superseded data were derived.
 EA1807
 EA1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4766643027(NAD 83)
 EA1807_MARKER: 90 = CHURCH SPIRE
 EA1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1807+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003
 EA1807
 EA1807  HISTORY     - Date     Condition        Report By
 EA1807  HISTORY     - 1908     FIRST OBSERVED   CGS
 EA1807  HISTORY     - 1960     GOOD             CGS
 EA1807  HISTORY     - 1964     GOOD             CGS
 EA1807  HISTORY     - 1967     GOOD             CGS
 EA1807  HISTORY     - 1985     GOOD             USPSQD
 EA1807  HISTORY     - 1988     GOOD             USPSQD
 EA1807  HISTORY     - 19960513 GOOD             USPSQD
 EA1807  HISTORY     - 19980529 GOOD             USPSQD
 EA1807  HISTORY     - 20020613 GOOD             USPSQD
 EA1807  HISTORY     - 20031006 GOOD             USPSQD
 EA1807  HISTORY     - 20041019 GOOD             USPSQD
 EA1807
 EA1807                          STATION DESCRIPTION
 EA1807
 EA1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (KAM)
 EA1807'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS A
 EA1807'GREY, SHINGLED SPIRE, ON THE NORTH CORNER OF THE INTERSECTION
 EA1807'OF ANN AND CRAVEN STREETS IN BEAUFORT.
 EA1807
 EA1807                          STATION RECOVERY (1964)
 EA1807
 EA1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA1807'STATION RECOVERED IN GOOD CONDITION.  THE CHURCH IS NOW KNOWN
 EA1807'AS THE ANN STREET METHODIST CHURCH.  THE STATION IS LOCATED
 EA1807'AT CORNER OF ANN STREET AND CRAVEN STREET IN BEAUFORT.
 EA1807
 EA1807                          STATION RECOVERY (1967)
 EA1807
 EA1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWK)
 EA1807'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIBED--P.R.S.
 EA1807
 EA1807                          STATION RECOVERY (1985)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1807'STATION FOUND GOOD.
 EA1807'VISITED SITE, VERIFIED EXISTENCE.
 EA1807
 EA1807                          STATION RECOVERY (1988)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EA1807'RECOVERED IN GOOD CONDITION.
 EA1807
 EA1807                          STATION RECOVERY (1996)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1807'RECOVERED IN GOOD CONDITION.
 EA1807
 EA1807                          STATION RECOVERY (1998)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA1807'RECOVERED IN GOOD CONDITION.
 EA1807
 EA1807                          STATION RECOVERY (2002)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 2002 (WCB)
 EA1807'RECOVERED IN GOOD CONDITION.
 EA1807
 EA1807                          STATION RECOVERY (2003)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA)
 EA1807'RECOVERED IN GOOD CONDITION.
 EA1807
 EA1807                          STATION RECOVERY (2004)
 EA1807
 EA1807'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3068 ***********************************************************************
 EA3068  DESIGNATION -  BEAUPORT
 EA3068  PID         -  EA3068
 EA3068  STATE/COUNTY-  NC/CARTERET
 EA3068  USGS QUAD   -  BEAUFORT (1987)
 EA3068
 EA3068                         *CURRENT SURVEY CONTROL
 EA3068  ___________________________________________________________________
 EA3068* NAD 83(2007)-  34 43 57.95507(N)    076 39 20.06656(W)     ADJUSTED  
 EA3068* NAVD 88     -         1.956  (meters)       6.42   (feet)  ADJUSTED  
 EA3068  ___________________________________________________________________
 EA3068  EPOCH DATE  -        2002.00
 EA3068  X           -   1,211,109.643 (meters)                     COMP
 EA3068  Y           -  -5,105,668.232 (meters)                     COMP
 EA3068  Z           -   3,613,522.090 (meters)                     COMP
 EA3068  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EA3068  ELLIP HEIGHT-         -35.534 (meters)          (02/10/07) ADJUSTED
 EA3068  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA3068  DYNAMIC HT  -           1.954 (meters)       6.41  (feet)  COMP
 EA3068
 EA3068  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3068  Type    PID    Designation                      North   East  Ellip
 EA3068  -------------------------------------------------------------------
 EA3068  NETWORK EA3068 BEAUPORT                          0.39   0.35   1.20
 EA3068  -------------------------------------------------------------------
 EA3068  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 EA3068
 EA3068  VERT ORDER  -  SECOND    CLASS II
 EA3068
 EA3068.This mark is at Michael J Smith Fld Airport (MRH)
 EA3068
 EA3068.The horizontal coordinates were established by GPS observations
 EA3068.and adjusted by the National Geodetic Survey in February 2007.
 EA3068
 EA3068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3068.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3068.The horizontal coordinates are valid at the epoch date displayed above.
 EA3068.The epoch date for horizontal control is a decimal equivalence
 EA3068.of Year/Month/Day.
 EA3068
 EA3068.The orthometric height was determined by differential leveling
 EA3068.and adjusted in May 1996.
 EA3068
 EA3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3068
 EA3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3068
 EA3068.The ellipsoidal height was determined by GPS observations
 EA3068.and is referenced to NAD 83.
 EA3068
 EA3068.The geoid height was determined by GEOID03.
 EA3068
 EA3068.The dynamic height is computed by dividing the NAVD 88
 EA3068.geopotential number by the normal gravity value computed on the
 EA3068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA3068.degrees latitude (g = 980.6199 gals.).
 EA3068
 EA3068.The modeled gravity was interpolated from observed gravity values.
 EA3068
 EA3068;                    North         East     Units Scale Factor Converg.
 EA3068;SPC NC       -   111,554.249   824,274.482   MT  0.99991334   +1 21 11.3
 EA3068;SPC NC       -   365,990.90  2,704,307.20   sFT  0.99991334   +1 21 11.3
 EA3068;UTM  18      - 3,844,656.269   348,429.152   MT  0.99988316   -0 56 36.4
 EA3068
 EA3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3068!SPC NC       -   1.00000558  x   0.99991334  =   0.99991892
 EA3068!UTM  18      -   1.00000558  x   0.99988316  =   0.99988874
 EA3068
 EA3068:                Primary Azimuth Mark                     Grid Az
 EA3068:SPC NC       -  BEAUPORT AZ MK                           353 48 05.7
 EA3068:UTM  18      -  BEAUPORT AZ MK                           356 05 53.4
 EA3068
 EA3068|---------------------------------------------------------------------|
 EA3068| PID    Reference Object                     Distance      Geod. Az  |
 EA3068|                                                           dddmmss.s |
 EA3068| EA3075 BEAUPORT AZ MK                      478.598 METERS 3550917.0 |
 EA3068|---------------------------------------------------------------------|
 EA3068
 EA3068                          SUPERSEDED SURVEY CONTROL
 EA3068
 EA3068  NAD 83(2001)-  34 43 57.95530(N)    076 39 20.06599(W) AD(       ) 1
 EA3068  ELLIP H (03/13/03)  -35.537  (m)                       GP(       ) 4 2
 EA3068  NAD 83(1986)-  34 43 57.96532(N)    076 39 20.07356(W) AD(       ) 1
 EA3068  NAD 83(1986)-  34 43 57.96532(N)    076 39 20.07356(W) AD(       ) 3
 EA3068  NAD 27      -  34 43 57.38383(N)    076 39 21.32666(W) AD(       ) 3
 EA3068  NAVD 88 (03/18/97)    1.96   (m)            6.4    (f) LEVELING    3  
 EA3068  NGVD 29 (03/22/89)    2.2    (m)            7.     (f) GPS OBS     3  
 EA3068
 EA3068.Superseded values are not recommended for survey control.
 EA3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3068.See file dsdata.txt to determine how the superseded data were derived.
 EA3068
 EA3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4842944656(NAD 83)
 EA3068_MARKER: DH = HORIZONTAL CONTROL DISK
 EA3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3068_SP_SET: IN A CONCRETE MONUMENT
 EA3068_STAMPING: BEAUPORT 1986
 EA3068_MARK LOGO: NGS   
 EA3068_PROJECTION: FLUSH
 EA3068_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3068+STABILITY: SURFACE MOTION
 EA3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3068+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 EA3068
 EA3068  HISTORY     - Date     Condition        Report By
 EA3068  HISTORY     - 1986     MONUMENTED       NGS
 EA3068  HISTORY     - 1987     GOOD             NGS
 EA3068  HISTORY     - 19870615 GOOD             NGS
 EA3068  HISTORY     - 19910926 GOOD             NOS
 EA3068  HISTORY     - 19920924 GOOD             NCGS
 EA3068  HISTORY     - 19920924 GOOD             NCGS
 EA3068  HISTORY     - 19991115 GOOD             NCGS
 EA3068  HISTORY     - 20040603 GOOD             NGS
 EA3068
 EA3068                          STATION DESCRIPTION
 EA3068
 EA3068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 EA3068'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 EA3068'NORTHWEST OF BEAUFORD AND AT THE BEAUFORD-MOREHEAD CITY AIRPORT.
 EA3068'OWNERSHIP--CARTERET COUNTY, MR JOHN BETTS, AIRPORT MANAGER,
 EA3068'PO BOX 996, BEAUFORD NC 28516, PH 919-728-3264.
 EA3068'
 EA3068'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EA3068'HIGHWAY 101 IN BEAUFORD, GO NORTH ON HIGHWAY 101 FOR 1.0 KM (0.65
 EA3068'MI) TO A PAVED ROAD ON THE LEFT, NORTH 1 OF 2 AND AIRPORT SIGN.
 EA3068'TURN LEFT AND GO WESTERLY ON THE PAVED ROAD FOR 0.5 KM (0.3 MI) TO
 EA3068'A DOUBLE ACCESS CHAIN LINK GATE TO THE RUNWAYS ON THE RIGHT, JUST
 EA3068'BEFORE THE OPERATIONS BUILDING (AERO SERVICES), ALSO ON THE RIGHT.
 EA3068'TURN RIGHT AND PASS THROUGH THE GATES, CROSS APRON AND GO WESTERLY
 EA3068'FOR 0.2 KM (0.1 MI) TO THE STATION IN A GRASSY AREA BEHIND PLANE
 EA3068'PARK, NEAR WINDSOCK.
 EA3068'
 EA3068'THE STATION IS A STANDARD NGS DISK
 EA3068'STAMPED---BEAUPORT 1986---,
 EA3068'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EA3068'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EA3068'58.8 METERS (193.0 FT) EAST FROM THE WINDSOCK,
 EA3068'28.0 METERS (92.0 FT) WEST FROM THE WEST EDGE OF APRON AND
 EA3068'0.8 METERS (2.6 FT) SOUTH FROM A WITNESS POST.
 EA3068'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EA3068'STAMPED---BEAUPORT 1986---,
 EA3068'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 EA3068'
 EA3068'THE AZIMUTH MARK IS A STANDARD NGS DISK
 EA3068'STAMPED---BEAUPORT 1986---,
 EA3068'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EA3068'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EA3068'33.1 METERS (108.5 FT) EAST-SOUTHEAST FROM THE CENTER OF RUNWAY 21,
 EA3068'16.9 METERS (55.3 FT) SOUTH-SOUTHWEST FROM THE TAXIWAY AND
 EA3068'8.8 METERS (29.0 FT) NORTH FROM A VASI LIGHT.
 EA3068'TO REACH THE AZIMUTH FROM THE STATION,
 EA3068'GO NORTH FOR 0.5 KM (0.3 MI) ON THE RUNWAY TO THE MARK ON THE LEFT
 EA3068'NEAR A VASI LIGHT.
 EA3068'
 EA3068'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH
 EA3068'CAROLINA, 1987.
 EA3068'
 EA3068'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EA3068'
 EA3068'DESCRIBED BY K.R. WALLACE.
 EA3068
 EA3068                          STATION RECOVERY (1987)
 EA3068
 EA3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EA3068'RECOVERED IN GOOD CONDITION.
 EA3068
 EA3068                          STATION RECOVERY (1987)
 EA3068
 EA3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RAH)
 EA3068'THE STATION IS LOCATED ON BEAUFORT-MOREHEAD CITY AIRPORT APPROXIMATELY
 EA3068'MIDWAY ALONG THE NORTH-SOUTH TAXIWAY AND ON LINE WITH THE TERMINAL
 EA3068'BUILDING AND THE WINDSOCK.  THE STATION IS 191.48 FT (58.36 M) EAST OF
 EA3068'THE WINDSOCK, 155.52 FT (47.40 M) EAST OF A CEILOMETER, 35.12 FT
 EA3068'(10.70 M) WEST OF THE WEST EDGE OF ASPHALT APRON, AND 367.82 FT
 EA3068'(112.11 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE APRON.  THE
 EA3068'STATION IS A NGS TRIANGULATION STATION DISK STAMPED BEAUPORT 1986 AND
 EA3068'SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 EA3068
 EA3068                          STATION RECOVERY (1991)
 EA3068
 EA3068'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 EA3068'STATION IS LOCATED AT THE BEAUFORT MOREHEAD CITY AIRPORT IN THE
 EA3068'VICINITY OF THE TETRAHEDRON.
 EA3068'TO REACH, GO TO THE BEAUFORT MOREHEAD
 EA3068'CITY AIRPORT.
 EA3068'STATION IS MARKED BY A STANDARD NGS TRIANGULATION DISK
 EA3068'STAMPED  BEAUPORT 1986  SET IN A 30 CM ROUND CONCRETE MONUMENT.  IT IS
 EA3068'WEST OF THE TERMINAL BUILDING, 58.8 M (192.91 FT) EAST FROM THE
 EA3068'WINDSOCK, 28.0 M (91.86 FT) WEST OF WEST EDGE OF TAXIWAY, AND 10.8 M
 EA3068'(35.43 FT) WEST OF WEST EDGE OF APRON.
 EA3068'DESCRIBED BY PBW
 EA3068
 EA3068                          STATION RECOVERY (1992)
 EA3068
 EA3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3068'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF BEAUFORT, ALONG
 EA3068'NC 101 AND ON THE BEAUFORT-MOREHEAD CITY AIRPORT.
 EA3068'OWNERSHIP--PUBLIC/CARTERET COUNTY, CARTERET COUNTY COURTHOUSE,
 EA3068'BEAUFORT, NC 28516, MR. JOHN BETTS-AIRPORT MANAGER, P.O. BOX 388,
 EA3068'BEAUFORT, NC 28516, PHONE NUMBER (919)728-3067, HOME (919)728-1777.
 EA3068'PROCEED NORTH ON NC 101 FOR 0.65 MI (1.05 KM) FROM THE JUNCTION WITH
 EA3068'US 70 (IN BEAUFORT) TO A PAVED ROAD SR 1212 (AIRIPORT ROAD) ON THE
 EA3068'LEFT (NORTH 1 OF 2) AND AIRPORT SIGN. TURN LEFT, GO WEST ON THE PAVED
 EA3068'ROAD FOR 0.2 MI (0.3 KM) TO A CHAIN LINK GATE TO RUNWAYS ON THE RIGHT,
 EA3068'JUST SOUTH OF BEAUFORT AVIATION BUILDING.  TURN RIGHT, PASS THROUGH
 EA3068'GATE, CROSS APRON, AND PROCEED SOUTHWEST TOWARD TETRAHEDRON FOR 0.1 MI
 EA3068'(0.2 KM) TO THE STATION, IN THE GRASSY AREA BEHIND PLANE PARK, EAST OF
 EA3068'WINDSOCK. MARK IS FLUSH WITH GROUND.  LOCATED 191.4 FT (58.3 M) EAST
 EA3068'FROM THE WINDSOCK, 35.4 FT (10.8 M) WEST FROM THE WEST EDGE OF APRON,
 EA3068'AND 423.0 FT (128.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 EA3068'CONCRETE PAD SUPPORTING TETRAHEDRON. THE UNDERGROUND MARK IS RECESSED
 EA3068'1 METER BELOW THE SURFACE AND WAS NOT INSPECTED AT THIS TIME.
 EA3068
 EA3068                          STATION RECOVERY (1992)
 EA3068
 EA3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3068'RECOVERED AS DESCRIBED. THE PAVED ROAD OFF NC 101 IS SR 1212 (AIRPORT
 EA3068'ROAD).  MARK IS LOCATED 191.4 FT (58.3 M) EAST OF THE WINDSOCK, 35.4
 EA3068'FT (10.8 M) WEST OF THE WEST EDGE OF THE APRON, AND 423 FT (128.9 M)
 EA3068'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD SUPPORTING THE
 EA3068'TETRAHEDRON.
 EA3068
 EA3068                          STATION RECOVERY (1999)
 EA3068
 EA3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA3068'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. THE NEW
 EA3068'AIRPORT NAME IS THE MICHAEL J.  SMITH AIRPORT, P.O.  BOX 875,
 EA3068'BEAUFORT, N.C.  28516. THE AIRPORT MANAGER IS JOHN P.  BETTS,
 EA3068'TELEPHONE NUMBER 919-728-1928. MARK IS SUBJECT TO BE DESTROYED IN
 EA3068'FUTURE CONSTRUCTION.
 EA3068
 EA3068                          STATION RECOVERY (2004)
 EA3068
 EA3068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SML)
 EA3068'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3075 ***********************************************************************
 EA3075  SACS        -  This is a Secondary Airport Control Station.
 EA3075  DESIGNATION -  BEAUPORT AZ MK
 EA3075  PID         -  EA3075
 EA3075  STATE/COUNTY-  NC/CARTERET
 EA3075  USGS QUAD   -  BEAUFORT (1987)
 EA3075
 EA3075                         *CURRENT SURVEY CONTROL
 EA3075  ___________________________________________________________________
 EA3075* NAD 83(2007)-  34 44 13.43077(N)    076 39 21.65553(W)     ADJUSTED  
 EA3075* NAVD 88     -         1.774  (meters)       5.82   (feet)  ADJUSTED  
 EA3075  ___________________________________________________________________
 EA3075  EPOCH DATE  -        2002.00
 EA3075  X           -   1,211,007.563 (meters)                     COMP
 EA3075  Y           -  -5,105,413.027 (meters)                     COMP
 EA3075  Z           -   3,613,913.890 (meters)                     COMP
 EA3075  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EA3075  ELLIP HEIGHT-         -35.720 (meters)          (02/10/07) ADJUSTED
 EA3075  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA3075  DYNAMIC HT  -           1.773 (meters)       5.82  (feet)  COMP
 EA3075
 EA3075  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3075  Type    PID    Designation                      North   East  Ellip
 EA3075  -------------------------------------------------------------------
 EA3075  NETWORK EA3075 BEAUPORT AZ MK                    0.37   0.35   1.20
 EA3075  -------------------------------------------------------------------
 EA3075  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 EA3075
 EA3075  VERT ORDER  -  SECOND    CLASS II
 EA3075
 EA3075.This mark is at Michael J Smith Fld Airport (MRH)
 EA3075
 EA3075.The horizontal coordinates were established by GPS observations
 EA3075.and adjusted by the National Geodetic Survey in February 2007.
 EA3075
 EA3075.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3075.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3075.The horizontal coordinates are valid at the epoch date displayed above.
 EA3075.The epoch date for horizontal control is a decimal equivalence
 EA3075.of Year/Month/Day.
 EA3075
 EA3075.The orthometric height was determined by differential leveling
 EA3075.and adjusted in May 1996.
 EA3075
 EA3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3075
 EA3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3075
 EA3075.The ellipsoidal height was determined by GPS observations
 EA3075.and is referenced to NAD 83.
 EA3075
 EA3075.The geoid height was determined by GEOID03.
 EA3075
 EA3075.The dynamic height is computed by dividing the NAVD 88
 EA3075.geopotential number by the normal gravity value computed on the
 EA3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA3075.degrees latitude (g = 980.6199 gals.).
 EA3075
 EA3075.The modeled gravity was interpolated from observed gravity values.
 EA3075
 EA3075;                    North         East     Units Scale Factor Converg.
 EA3075;SPC NC       -   112,030.012   824,222.815   MT  0.99991267   +1 21 10.4
 EA3075;SPC NC       -   367,551.80  2,704,137.69   sFT  0.99991267   +1 21 10.4
 EA3075;UTM  18      - 3,845,133.705   348,396.593   MT  0.99988328   -0 56 37.7
 EA3075
 EA3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3075!SPC NC       -   1.00000561  x   0.99991267  =   0.99991828
 EA3075!UTM  18      -   1.00000561  x   0.99988328  =   0.99988889
 EA3075
 EA3075:                Primary Azimuth Mark                     Grid Az
 EA3075:SPC NC       -  BEAUPORT                                 173 48 05.7
 EA3075:UTM  18      -  BEAUPORT                                 176 05 53.8
 EA3075
 EA3075|---------------------------------------------------------------------|
 EA3075| PID    Reference Object                     Distance      Geod. Az  |
 EA3075|                                                           dddmmss.s |
 EA3075| EA3068 BEAUPORT                            478.598 METERS 1750916.1 |
 EA3075| AC7530 CARTERET CO COURTHOUSE TOWER        APPROX. 2.0 KM 1961447.3 |
 EA3075|---------------------------------------------------------------------|
 EA3075
 EA3075                          SUPERSEDED SURVEY CONTROL
 EA3075
 EA3075  NAD 83(2001)-  34 44 13.43100(N)    076 39 21.65506(W) AD(       ) 1
 EA3075  ELLIP H (02/10/03)  -35.722  (m)                       GP(       ) 4 2
 EA3075  NAD 83(1995)-  34 44 13.43104(N)    076 39 21.65477(W) AD(       ) 1
 EA3075  ELLIP H (08/23/00)  -35.738  (m)                       GP(       ) 4 2
 EA3075  NAD 83(1986)-  34 44 13.44090(N)    076 39 21.66267(W) AD(       ) 1
 EA3075  NAD 83(1986)-  34 44 13.44090(N)    076 39 21.66267(W) AD(       ) 3
 EA3075  NAD 27      -  34 44 12.85966(N)    076 39 22.91556(W) AD(       ) 3
 EA3075  NAVD 88 (03/18/97)    1.77   (m)            5.8    (f) LEVELING    3  
 EA3075  NGVD 29 (03/22/89)    2.1    (m)            7.     (f) GPS OBS     3  
 EA3075
 EA3075.Superseded values are not recommended for survey control.
 EA3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3075.See file dsdata.txt to determine how the superseded data were derived.
 EA3075
 EA3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4839745134(NAD 83)
 EA3075_MARKER: DZ = AZIMUTH MARK DISK
 EA3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3075_STAMPING: BEAUPORT 1986
 EA3075_MARK LOGO: NGS   
 EA3075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3075+STABILITY: SURFACE MOTION
 EA3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3075+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 EA3075
 EA3075  HISTORY     - Date     Condition        Report By
 EA3075  HISTORY     - 1986     MONUMENTED       NGS
 EA3075  HISTORY     - 19870615 GOOD             NGS
 EA3075  HISTORY     - 19920924 GOOD             NCGS
 EA3075  HISTORY     - 19920924 GOOD             NCGS
 EA3075  HISTORY     - 19991115 GOOD             NCGS
 EA3075  HISTORY     - 20070605 GOOD             MAEC
 EA3075
 EA3075                          STATION DESCRIPTION
 EA3075
 EA3075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (REP)
 EA3075'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 EA3075'NORTHWEST OF BEAUFORT AND AT THE BEAUFORD-MOREHEAD CITY AIRPORT.
 EA3075'OWNERSHIP--CARTERET COUNTY, MR JOHN BETTS,
 EA3075'AIRPORT MANAGER, CARTERET COUNTY COURTHOUSE, PO BOX 996, BEAUFORD
 EA3075'NC 28516, PH 919-728-3264.
 EA3075'
 EA3075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND STATE
 EA3075'HIGHWAY 101 IN BEAUFORD, GO NORTH ON HIGHWAY 101 FOR 1.0 KM (0.65
 EA3075'MI) TO A PAVED ROAD ON THE LEFT (NORTH 1 OF 2), AND AIRPORT SIGN.
 EA3075'TURN LEFT AND GO WESTERLY ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A
 EA3075'DOUBLE ACCESS CHAIN LINK GATE TO THE RUNWAYS ON THE RIGHT, JUST
 EA3075'BEFORE OPERATIONS BUILDING (AERO SERVICES), ALSO ON THE RIGHT.
 EA3075'TURN RIGHT AND PASS THROUGH THE GATES, CROSS APRON AND GO WESTERLY
 EA3075'FOR 0.2 KM (0.1 MI) TO STATION BEAUPORT IN A GRASSY AREA BEHIND
 EA3075'PLANE PARK, NEAR WINDSOCK.  GO NORTH ALONG TAXIWAY FOR 0.5 KM (0.3
 EA3075'MI) TO RUNWAY 21 AND THE STATION ON THE LEFT NEAR VASI LIGHT.
 EA3075'
 EA3075'THE STATION IS A STANDARD NGS DISK
 EA3075'STAMPED---BEAUPORT 1986---,
 EA3075'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EA3075'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EA3075'33.1 METERS (108.5 FT) EAST-SOUTHEAST FROM THE CENTER OF RUNWAY 21,
 EA3075'16.9 METERS (55.3 FT) SOUTH-SOUTHWEST FROM THE TAXIWAY AND
 EA3075'8.8 METERS (29.0 FT) NORTH FROM A VASI LIGHT.  NO UNDERGROUND MARK
 EA3075'WAS SET.
 EA3075'
 EA3075'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH
 EA3075'CAROLINA, 1987.
 EA3075'
 EA3075'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EA3075'
 EA3075'DESCRIBED BY K.R. WALLACE.
 EA3075
 EA3075                          STATION RECOVERY (1987)
 EA3075
 EA3075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RAH)
 EA3075'THE STATION IS LOCATED AT THE NORTHEAST END OF BEAUFORT-MOREHEAD CITY
 EA3075'AIRPORT AND IS NEAR THE RUNWAY ENDS OF 26 AND 21.  THE STATION IS 33.9
 EA3075'FT (10.3 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 55.2 FT
 EA3075'(16.8 M) SOUTHWEST OF THE CENTERLINE OF THE TAXIWAY, 21.6 FT (6.6 M)
 EA3075'SOUTHWEST OF THE SECOND TAXIWAY LIGHT EAST OF THE RUNWAY/TAXIWAY
 EA3075'INTERSECTION, 25.7 FT (7.8 M) NORTHWEST OF THE NORTHWEST LEG OF A TUBE
 EA3075'TYPE VASI LIGHT, AND 28.1 FT (8.6 M) NORTHEAST OF THE FIRST RUNWAY
 EA3075'LIGHT SOUTHEAST OF THE END OF RUNWAY 21.  THE STATION IS A NGS AZIMUTH
 EA3075'STATION DISK STAMPED BEAUPORT AZ MK 1986 AND SET IN A CONCRETE POST
 EA3075'FLUSH WITH THE GROUND.
 EA3075
 EA3075                          STATION RECOVERY (1992)
 EA3075
 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3075'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHWEST OF BEAUFORT, ALONG
 EA3075'NC 101 AND ON THE BEAUFORT-MOREHEAD CITY AIRPORT.
 EA3075'OWNERSHIP--PUBLIC/CARTERET COUNTY, CARTERET COUNTY COURTHOUSE,
 EA3075'BEAUFORT, NC 28516, MR. JOHN BETTS-AIRPORT MANAGER, P.O. BOX 388,
 EA3075'BEAUFORT, NC 28516, PHONE NUMBER (919)728-3067, HOME (919)728-1777.
 EA3075'PROCEED NORTH ON NC 101 FOR 0.65 MI (1.05 KM) FROM THE JUNCTION WITH
 EA3075'US 70 (IN BEAUFORT) TO A PAVED ROAD SR 1212 (AIRIPORT ROAD) ON THE
 EA3075'LEFT (NORTH 1 OF 2) AND AIRPORT SIGN. TURN LEFT, GO WEST ON THE PAVED
 EA3075'ROAD FOR 0.2 MI (0.3 KM) TO A CHAIN LINK GATE TO RUNWAYS ON THE RIGHT,
 EA3075'JUST SOUTH OF BEAUFORT AVIATION BUILDING.  TURN RIGHT, PASS THROUGH
 EA3075'GATE, CROSS APRON, AND PROCEED SOUTHWEST TOWARD TETRAHEDRON FOR 0.1 MI
 EA3075'(0.2 KM) TO NGS STATION--BEAUPORT--, IN THE GRASSY AREA BEHIND PLANE
 EA3075'PARK, EAST OF WINDSOCK. PROCEED NORTH ALONG THE TAXIWAY FOR 0.3 MI
 EA3075'(0.5 KM) TO RUNWAY 21 AND THE AZIMUTH MARK, ON THE LEFT, NEAR A VASI
 EA3075'LIGHT. MARK IS FLUSH WITH GROUND.  LOCATED 108.5 FT (33.1 M)
 EA3075'EAST-SOUTHEAST FROM THE CENTER OF RUNWAY 21, 55.3 FT (16.9 M)
 EA3075'SOUTH-SOUTHWEST FROM THE TAXIWAY, AND 29.0 FT (8.8 M) NORTH OF THE
 EA3075'CENTER OF THE VASI LIGHT STRUCTURE. NOTE--AZIMUTH MARK ARROW POINTS
 EA3075'ABOUT 5 DEGREES EAST OF THE STATION.
 EA3075
 EA3075                          STATION RECOVERY (1992)
 EA3075
 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3075'RECOVERED AS DESCRIBED. THE PAVED ROAD OFF NC 101 IS SR 1212 (AIRPORT
 EA3075'ROAD).
 EA3075
 EA3075                          STATION RECOVERY (1999)
 EA3075
 EA3075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA3075'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 EA3075'CORRECTIONS. THE NEW NAME TO AIRPORT IS THE MICHAEL J.  SMITH AIRPORT,
 EA3075'P.O.  BOX 875, BEAUFORT, N.C.  28516.  THE AIRPORT MANAGER IS JOHN P.
 EA3075'BETTS, TELEPHONE NUMBER 919-728-1928. STATION IS A STANDARD NGS AZMUTH
 EA3075'DISK STAMPED---BEAUPORT 1986---, SET IN TOP OF A ROUND CONCRETE
 EA3075'MONUMENT. VASI SYSTEM HAS BEEN REPLACED WITH A PAPI SYSTEM. THIS
 EA3075'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 EA3075
 EA3075                          STATION RECOVERY (2007)
 EA3075
 EA3075'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SLM)
 EA3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5367 ***********************************************************************
 AH5367  DESIGNATION -  BEAUT
 AH5367  PID         -  AH5367
 AH5367  STATE/COUNTY-  NC/HARNETT
 AH5367  USGS QUAD   -  BUNNLEVEL (1981)
 AH5367
 AH5367                         *CURRENT SURVEY CONTROL
 AH5367  ___________________________________________________________________
 AH5367* NAD 83(2001)-  35 17 26.24583(N)    078 46 14.10149(W)     ADJUSTED  
 AH5367* NAVD 88     -        41.2    (meters)     135.     (feet)  VERTCON   
 AH5367  ___________________________________________________________________
 AH5367  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AH5367  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AH5367  HORZ ORDER  -  SECOND
 AH5367
 AH5367.The horizontal coordinates were established by classical geodetic methods
 AH5367.and adjusted by the National Geodetic Survey in August 2005.
 AH5367
 AH5367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5367
 AH5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5367
 AH5367.The geoid height was determined by GEOID03.
 AH5367
 AH5367;                    North         East     Units Scale Factor Converg.
 AH5367;SPC NC       -   170,925.480   630,467.219   MT  0.99987282   +0 07 56.7
 AH5367;SPC NC       -   560,778.01  2,068,457.87   sFT  0.99987282   +0 07 56.7
 AH5367;UTM  17      - 3,907,552.277   702,733.159   MT  1.00010654   +1 17 18.3
 AH5367
 AH5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5367!SPC NC       -   0.99999878  x   0.99987282  =   0.99987160
 AH5367!UTM  17      -   0.99999878  x   1.00010654  =   1.00010532
 AH5367
 AH5367                          SUPERSEDED SURVEY CONTROL
 AH5367
 AH5367  NAD 83(1986)-  35 17 26.25146(N)    078 46 14.10977(W) AD(       ) 2
 AH5367  NGVD 29 (11/23/98)   41.5    (m)          136.     (f) VERT ANG    3  
 AH5367
 AH5367.Superseded values are not recommended for survey control.
 AH5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5367.See file dsdata.txt to determine how the superseded data were derived.
 AH5367
 AH5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0273307552(NAD 83)
 AH5367_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5367_STAMPING: BEAUT 1984
 AH5367_MARK LOGO: NCGS  
 AH5367_PROJECTION: FLUSH
 AH5367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5367+STABILITY: SURFACE MOTION
 AH5367
 AH5367  HISTORY     - Date     Condition        Report By
 AH5367  HISTORY     - 1984     MONUMENTED       NCGS
 AH5367
 AH5367                          STATION DESCRIPTION
 AH5367
 AH5367'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH5367'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH-SOUTHEAST OF BUNNLEVEL
 AH5367'AND 4.5 KM (2.80 MI) NORTH-NORTHWEST OF LINDEN. ALONG US 401 FOR 2.2
 AH5367'KM (1.35 MI) SOUTH FROM THE BUNNLEVEL POST OFFICE, AT THE NORTH
 AH5367'INTERSECTION WITH SR 2026, IN THE Y-QUADRANT OF THE INTERSECTION. MARK
 AH5367'IS FLUSH WITH GROUND AND IS 3-FEET LOWER THAN HIGHWAY. LOCATED 117.3 M
 AH5367'(384.8 FT) SOUTHEAST OF THE CENTERLINE OF THE Y-INTERSECTION, 16.9 M
 AH5367'(55.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT)
 AH5367'SOUTHWEST OF THE CENTERLINE OF SR 2026, 23.7 M (77.8 FT) NORTH OF THE
 AH5367'NORTH END OF THE GUARD RAIL--AND 9.2 M (30.2 FT) WEST OF A 28-INCH
 AH5367'OAK, 31.3 M (102.7 FT) SOUTH-SOUTHEAST OF A 14-INCH ELM--BOTH WITH
 AH5367'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1214 ***********************************************************************
 FA1214  DESIGNATION -  BEAUTY
 FA1214  PID         -  FA1214
 FA1214  STATE/COUNTY-  NC/STANLY
 FA1214  USGS QUAD   -  MORROW MOUNTAIN (1994)
 FA1214
 FA1214                         *CURRENT SURVEY CONTROL
 FA1214  ___________________________________________________________________
 FA1214* NAD 83(2001)-  35 17 54.87903(N)    080 06 51.37101(W)     ADJUSTED  
 FA1214* NAVD 88     -       103.629  (meters)     339.99   (feet)  ADJUSTED  
 FA1214  ___________________________________________________________________
 FA1214  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FA1214  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA1214  DYNAMIC HT  -         103.537 (meters)     339.69  (feet)  COMP
 FA1214  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 FA1214
 FA1214  HORZ ORDER  -  SECOND
 FA1214  VERT ORDER  -  SECOND    CLASS II
 FA1214
 FA1214.The horizontal coordinates were established by classical geodetic methods
 FA1214.and adjusted by the National Geodetic Survey in August 2005.
 FA1214
 FA1214.The orthometric height was determined by differential leveling
 FA1214.and adjusted in June 1991.
 FA1214
 FA1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1214
 FA1214.The geoid height was determined by GEOID03.
 FA1214
 FA1214.The dynamic height is computed by dividing the NAVD 88
 FA1214.geopotential number by the normal gravity value computed on the
 FA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1214.degrees latitude (g = 980.6199 gals.).
 FA1214
 FA1214.The modeled gravity was interpolated from observed gravity values.
 FA1214
 FA1214;                    North         East     Units Scale Factor Converg.
 FA1214;SPC NC       -   172,352.406   508,267.459   MT  0.99987292   -0 38 35.2
 FA1214;SPC NC       -   565,459.52  1,667,540.82   sFT  0.99987292   -0 38 35.2
 FA1214;UTM  17      - 3,906,514.689   580,530.738   MT  0.99967992   +0 30 42.6
 FA1214
 FA1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1214!SPC NC       -   0.99998851  x   0.99987292  =   0.99986143
 FA1214!UTM  17      -   0.99998851  x   0.99967992  =   0.99966843
 FA1214
 FA1214|---------------------------------------------------------------------|
 FA1214| PID    Reference Object                     Distance      Geod. Az  |
 FA1214|                                                           dddmmss.s |
 FA1214| FA1213 PAULKIM                             234.965 METERS 05244     |
 FA1214| FA1215 SWAIN                               498.176 METERS 2180445.6 |
 FA1214|---------------------------------------------------------------------|
 FA1214
 FA1214                          SUPERSEDED SURVEY CONTROL
 FA1214
 FA1214  NAD 83(1986)-  35 17 54.88996(N)    080 06 51.38264(W) AD(       ) 2
 FA1214  NAD 27      -  35 17 54.37597(N)    080 06 52.17768(W) AD(       ) 2
 FA1214  NGVD 29 (??/??/92)  103.886  (m)          340.83   (f) ADJ UNCH    2 2
 FA1214
 FA1214.Superseded values are not recommended for survey control.
 FA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1214.See file dsdata.txt to determine how the superseded data were derived.
 FA1214
 FA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8053106515(NAD 83)
 FA1214_MARKER: DD = SURVEY DISK
 FA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1214_STAMPING: BEAUTY 1974
 FA1214
 FA1214  HISTORY     - Date     Condition        Report By
 FA1214  HISTORY     - UNK      MONUMENTED
 FA1214  HISTORY     - 1974     GOOD             NCGS
 FA1214  HISTORY     - 1987     GOOD             USPSQD
 FA1214
 FA1214                          STATION DESCRIPTION
 FA1214
 FA1214'DESCRIBED UNK
 FA1214'5.1 MI N FROM NORWOOD.
 FA1214'BEAUTY IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST OF ALBEMARLE.  TO
 FA1214'REACH STATION FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR
 FA1214'1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1214'ALONG SR 1740 FOR 5.5 MILES TO INTERSECTION WITH SR 1787
 FA1214'(SOUTHERNMOST) AND STATION ON THE LEFT. 25.3 FT. NW OF C/L OF SR 1740,
 FA1214'45.7 FT. WEST OF C/L OF INTERSECTION OF SR 1740 AND SR 1787, 4.3 FT.
 FA1214'SE OF TP WITH ALUMINUM REF. TAG, 66.9 FT. SW OF TP WITH ALUMINUM REF.
 FA1214'TAG, AND 81.6 FT. WEST OF PP WITH ALUMINUM REF. TAG. DISK IS SET IN
 FA1214'TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 FA1214
 FA1214                          STATION RECOVERY (1974)
 FA1214
 FA1214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1214'BEAUTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1214'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1214'
 FA1214'BEAUTY IS LOCATED APPROXIMATELY 5.1 MILES NORTH OF NORWOOD AND
 FA1214'6.0 MILES SOUTHEAST OF ALBEMARLE.  TO REACH STATION FROM
 FA1214'INTERSECTION OF SR 1740 (PEE DEE AVE.) AND SR 1932 (ANSON AVE.)
 FA1214'WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NORTH ALONG SR 1740
 FA1214'FOR 5.5 MILES TO INTERSECTION WITH SR 1787 (SOUTHERNMOST) AND
 FA1214'STATION ON THE LEFT.
 FA1214'
 FA1214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1214'BEAUTY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1214'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1214'
 FA1214'MARK IS 25.3 FT NW OF C/L OF SR 1740
 FA1214'
 FA1214'45.7 FT W OF C/L OF INTERSECTION OF SR 1740 AND SR 1787
 FA1214'
 FA1214'4.3 FT SE OF TP WITH ALUMINUM REF. TAG
 FA1214'
 FA1214'66.9 FT SW OF TP WITH ALUMINUM REF. TAG
 FA1214'
 FA1214'81.6 FT W OF PP WITH ALUMINUM REF. TAG
 FA1214
 FA1214                          STATION RECOVERY (1987)
 FA1214
 FA1214'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5270 ***********************************************************************
 EZ5270  DESIGNATION -  BEAUTY
 EZ5270  PID         -  EZ5270
 EZ5270  STATE/COUNTY-  NC/JOHNSTON
 EZ5270  USGS QUAD   -  ANGIER (1993)
 EZ5270
 EZ5270                         *CURRENT SURVEY CONTROL
 EZ5270  ___________________________________________________________________
 EZ5270* NAD 83(2001)-  35 31 14.30452(N)    078 40 43.26666(W)     ADJUSTED  
 EZ5270* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 EZ5270  ___________________________________________________________________
 EZ5270  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 EZ5270  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 EZ5270  HORZ ORDER  -  SECOND
 EZ5270
 EZ5270.The horizontal coordinates were established by classical geodetic methods
 EZ5270.and adjusted by the National Geodetic Survey in August 2005.
 EZ5270
 EZ5270.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5270
 EZ5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5270
 EZ5270.The geoid height was determined by GEOID03.
 EZ5270
 EZ5270;                    North         East     Units Scale Factor Converg.
 EZ5270;SPC NC       -   196,465.243   638,743.014   MT  0.99988357   +0 11 07.6
 EZ5270;SPC NC       -   644,569.72  2,095,609.37   sFT  0.99988357   +0 11 07.6
 EZ5270;UTM  17      - 3,933,260.728   710,492.236   MT  1.00014603   +1 20 57.0
 EZ5270
 EZ5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5270!SPC NC       -   0.99999225  x   0.99988357  =   0.99987582
 EZ5270!UTM  17      -   0.99999225  x   1.00014603  =   1.00013828
 EZ5270
 EZ5270|---------------------------------------------------------------------|
 EZ5270| PID    Reference Object                     Distance      Geod. Az  |
 EZ5270|                                                           dddmmss.s |
 EZ5270| EZ5269 SYSTEM                              393.207 METERS 09116     |
 EZ5270| EZ5290 PLOW                                382.045 METERS 26257     |
 EZ5270|---------------------------------------------------------------------|
 EZ5270
 EZ5270                          SUPERSEDED SURVEY CONTROL
 EZ5270
 EZ5270  NAD 83(1986)-  35 31 14.31005(N)    078 40 43.27822(W) AD(       ) 2
 EZ5270  NAD 27      -  35 31 13.73950(N)    078 40 44.23264(W) AD(       ) 2
 EZ5270  NGVD 29 (07/19/86)   82.8    (m)          272.     (f) VERT ANG    3  
 EZ5270
 EZ5270.Superseded values are not recommended for survey control.
 EZ5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5270.See file dsdata.txt to determine how the superseded data were derived.
 EZ5270
 EZ5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1049233261(NAD 83)
 EZ5270_MARKER: DE = TRAVERSE STATION DISK
 EZ5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5270_STAMPING: BEAUTY 1972
 EZ5270_MARK LOGO: NCGS  
 EZ5270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5270+STABILITY: SURFACE MOTION
 EZ5270
 EZ5270  HISTORY     - Date     Condition        Report By
 EZ5270  HISTORY     - 1972     MONUMENTED       NCGS
 EZ5270  HISTORY     - 20040407 MARK NOT FOUND   NCGS
 EZ5270
 EZ5270                          STATION DESCRIPTION
 EZ5270
 EZ5270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5270'BEAUTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5270'VICINITY OF ANGIER, NORTH CAROLINA.
 EZ5270'
 EZ5270'BEAUTY IS LOCATED APPROXIMATELY 3.7 MILES ENE OF ANGIER AND
 EZ5270'12.1 MILES NORTHWEST OF BENSON.  TO REACH STATION FROM INTERSECTION
 EZ5270'OF NC 210 WITH SR 1309 (JOHNSON CROSSROADS), PROCEED WEST ALONG NC
 EZ5270'210 FOR 4.35 MILES TO INTERSECTION WITH SR 1531 AND STATION ON
 EZ5270'RIGHT SHOULDER, IN NORTHWEST QUADRANT, AND 0.75 MILE ENE OF
 EZ5270'INTERSECTION WITH HARNETT-JOHNSTON COUNTY LINE.
 EZ5270'
 EZ5270'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5270'BEAUTY 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ5270'IS 4 INCHES BELOW THE GROUND.
 EZ5270'
 EZ5270'MARK IS--24.2 FEET N OF C/L OF NC 210.
 EZ5270'53.1 FEET W OF REFLECTOR POST IN S END OF ISLAND OF SR 1531, WITH
 EZ5270'ALUMINUM REF. TAG.
 EZ5270'38.0 FEET SW OF W END OF A CONCRETE CULVERT UNDER SR 1531.
 EZ5270'64.2 FEET ESE OF TELEPHONE JUNCTION BOX.
 EZ5270
 EZ5270                          STATION RECOVERY (2004)
 EZ5270
 EZ5270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5270'NOT FOUND, BELIEVED LOST TO WATER LINE INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0601 ***********************************************************************
 EB0601  DESIGNATION -  BEAVER
 EB0601  PID         -  EB0601
 EB0601  STATE/COUNTY-  NC/COLUMBUS
 EB0601  USGS QUAD   -  TABOR CITY EAST (1962)
 EB0601
 EB0601                         *CURRENT SURVEY CONTROL
 EB0601  ___________________________________________________________________
 EB0601* NAD 83(1986)-  34 14 09.     (N)    078 45 11.     (W)     SCALED    
 EB0601* NAVD 88     -        19.122  (meters)      62.74   (feet)  ADJUSTED  
 EB0601  ___________________________________________________________________
 EB0601  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 EB0601  DYNAMIC HT  -          19.103 (meters)      62.67  (feet)  COMP
 EB0601  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EB0601
 EB0601  VERT ORDER  -  SECOND    CLASS 0
 EB0601
 EB0601.The horizontal coordinates were scaled from a topographic map and have
 EB0601.an estimated accuracy of +/- 6 seconds.
 EB0601
 EB0601.The orthometric height was determined by differential leveling
 EB0601.and adjusted in June 1991.
 EB0601
 EB0601.The geoid height was determined by GEOID03.
 EB0601
 EB0601.The dynamic height is computed by dividing the NAVD 88
 EB0601.geopotential number by the normal gravity value computed on the
 EB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0601.degrees latitude (g = 980.6199 gals.).
 EB0601
 EB0601.The modeled gravity was interpolated from observed gravity values.
 EB0601
 EB0601;                    North         East    Units  Estimated Accuracy
 EB0601;SPC NC       -    53,920.      632,350.      MT  (+/- 180 meters Scaled)
 EB0601
 EB0601                          SUPERSEDED SURVEY CONTROL
 EB0601
 EB0601  NGVD 29 (??/??/92)   19.446  (m)           63.80   (f) ADJ UNCH    2 0
 EB0601
 EB0601.Superseded values are not recommended for survey control.
 EB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0601.See file dsdata.txt to determine how the superseded data were derived.
 EB0601
 EB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT069905(NAD 83)
 EB0601_MARKER: DD = SURVEY DISK
 EB0601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0601_SP_SET: CURB
 EB0601_STAMPING: BEAVER 1942
 EB0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0601
 EB0601  HISTORY     - Date     Condition        Report By
 EB0601  HISTORY     - 1942     MONUMENTED       CGS
 EB0601  HISTORY     - 20010221 MARK NOT FOUND   NCGS
 EB0601
 EB0601                          STATION DESCRIPTION
 EB0601
 EB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0601'7.2 MI SW FROM WHITEVILLE.
 EB0601'7.2 MILES SOUTHWEST ALONG US HIGHWAY NO. 701 FROM ATLANTIC
 EB0601'COAST LINE RAILROAD STATION AT WHITEVILLE, SET IN THE EAST
 EB0601'CURBING AT THE NORTH CORNER OF BEAVER DAM SWAMP BRIDGE NO. 1.
 EB0601'11 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST
 EB0601'OF TELEPHONE NO. 210, 7.7 FEET WEST OF THE WEST CORNER OF THE
 EB0601'GAUGE STATION, A U.S. GEOLOGICAL SURVEY GAUGE STATION DISK
 EB0601'STAMPED BEAVER 1942.  NOTE-- BEAVER 1942 WAS STAMPED BY U.S.
 EB0601'COAST AND GEODETIC SURVEY.
 EB0601
 EB0601                          STATION RECOVERY (2001)
 EB0601
 EB0601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001
 EB0601'MARK SEARCHED FOR BUT NOT FOUND.  IT IS PROBABLY LOST BECAUSE
 EB0601'THE BRIDGE IS GONE AND A 5 BOX CULVERT IS NOW IN THE PLACE
 EB0601'WHERE THE BRIDGE ONCE STOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1697 ***********************************************************************
 FC1697  DESIGNATION -  BEAVER
 FC1697  PID         -  FC1697
 FC1697  STATE/COUNTY-  NC/CHEROKEE
 FC1697  USGS QUAD   -  MC DANIEL BALD (1976)
 FC1697
 FC1697                         *CURRENT SURVEY CONTROL
 FC1697  ___________________________________________________________________
 FC1697* NAD 83(2001)-  35 14 59.49079(N)    084 06 34.62298(W)     ADJUSTED  
 FC1697* NAVD 88     -      1177.8    (meters)    3864.     (feet)  VERTCON   
 FC1697  ___________________________________________________________________
 FC1697  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FC1697  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 FC1697  HORZ ORDER  -  SECOND
 FC1697
 FC1697.The horizontal coordinates were established by classical geodetic methods
 FC1697.and adjusted by the National Geodetic Survey in August 2005.
 FC1697
 FC1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1697
 FC1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1697
 FC1697.The geoid height was determined by GEOID03.
 FC1697
 FC1697;                    North         East     Units Scale Factor Converg.
 FC1697;SPC NC       -   178,342.906   144,840.449   MT  0.99987259   -2 56 56.8
 FC1697;SPC NC       -   585,113.35    475,197.37   sFT  0.99987259   -2 56 56.8
 FC1697;UTM  16      - 3,904,582.319   762,985.472   MT  1.00045243   +1 40 08.8
 FC1697
 FC1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1697!SPC NC       -   0.99981967  x   0.99987259  =   0.99969228
 FC1697!UTM  16      -   0.99981967  x   1.00045243  =   1.00027201
 FC1697
 FC1697:                Primary Azimuth Mark                     Grid Az
 FC1697:SPC NC       -  RADIO                                    155 42 32.9
 FC1697:UTM  16      -  RADIO                                    151 05 27.3
 FC1697
 FC1697|---------------------------------------------------------------------|
 FC1697| PID    Reference Object                     Distance      Geod. Az  |
 FC1697|                                                           dddmmss.s |
 FC1697| FC1710 RADIO                               APPROX.15.7 KM 1524536.1 |
 FC1697| FC1951 MT NEBO CHURCH STEEPLE                             1705827.6 |
 FC1697|---------------------------------------------------------------------|
 FC1697
 FC1697                          SUPERSEDED SURVEY CONTROL
 FC1697
 FC1697  NAD 83(1995)-  35 14 59.49110(N)    084 06 34.61986(W) AD(       ) 2
 FC1697  NAD 83(1992)-  35 14 59.49639(N)    084 06 34.63003(W) AD(       ) 2
 FC1697  NAD 83(1986)-  35 14 59.49643(N)    084 06 34.63010(W) AD(       ) 2
 FC1697  NAD 27      -  35 14 59.21451(N)    084 06 34.90066(W) AD(       ) 2
 FC1697  NGVD 29 (07/19/86) 1177.8    (m)         3864.     (f) VERT ANG    3  
 FC1697
 FC1697.Superseded values are not recommended for survey control.
 FC1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1697.See file dsdata.txt to determine how the superseded data were derived.
 FC1697
 FC1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6298504582(NAD 83)
 FC1697_MARKER: DE = TRAVERSE STATION DISK
 FC1697_SETTING: 66 = SET IN ROCK OUTCROP
 FC1697_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FC1697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FC1697+STABILITY: POSITION/ELEVATION WELL
 FC1697
 FC1697  HISTORY     - Date     Condition        Report By
 FC1697  HISTORY     - 1977     MONUMENTED       NCGS
 FC1697
 FC1697                          STATION DESCRIPTION
 FC1697
 FC1697'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1697'THE STATION IS LOCATED APPROXIMATELY 13.0 MILES SOUTHEAST OF TELICO
 FC1697'PLAINS (TENN.) AND 12.0 MILES NORTH-NORTHWEST OF MURPHY.
 FC1697'
 FC1697'TO REACH THE STATION FROM THE JUNCTION OF TENN 68 AND TENN 165 IN
 FC1697'TELICO PLAINS, TENNESSEE, PROCEED EAST ALONG TENN 165 FOR 0.65 MILE TO
 FC1697'INTERSECTION WITH TELICO RIVER ROAD, THENCE SOUTHEAST ALONG TELICO
 FC1697'RIVER ROAD TO WHERE MAIN ROAD LEAVES RIVER, THENCE TURN BACK TO THE
 FC1697'RIVER ROAD AND CONTINUE SOUTHEAST FOR 17.3 MILES TO FOREST SERVICE
 FC1697'ROAD NO 24 ON RIGHT AND SIGN --TO BEAVERDAM MTN-- (ABOUT 200 FEET
 FC1697'SHORT OF A BRIDGE), THENCE SOUTHWEST ALONG FOREST SERVICE ROAD NO 24
 FC1697'FOR 4.75 MILES TO STATION ON LEFT, IN THE SOUTHWEST END OF A LONG ROCK
 FC1697'LEDGE ON THE NORTH CAROLINA SIDE OF THE RIDGE AND ABOUT 0.1 MILE
 FC1697'NORTHEAST OF A ROAD ON RIGHT LEADING INTO A GRASSY FIELD.
 FC1697'
 FC1697'STATION MARK IS A STANDARD DISK STAMPED---BEAVER 1977---, SET INTO A
 FC1697'DRILL HOLE IN A ROCK OUTCROP.  MARK IS 45.5 FEET SOUTH-SOUTHEAST OF
 FC1697'THE CENTERLINE OF ROAD, 43.7 FEET SOUTHWEST OF 20 INCH OAK WITH
 FC1697'REFERENCE TAG, 21.6 FEET SOUTH-SOUTHEAST OF 10 INCH OAK WITH REFERENCE
 FC1697'TAG, 22.8 FEET EAST-NORTHEAST OF 12 INCH OAK WITH REFERENCE TAG, 28.3
 FC1697'FEET WEST-NORTHWEST OF 8 INCH MAPLE WITH REFERENCE TAG, 6.5 FEET
 FC1697'NORTHEAST OF SOUTHWEST END OF LEDGE AND 33.5 FEET SOUTHWEST OF
 FC1697'NORTHEAST END OF LEDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1386 ***********************************************************************
 EC1386  DESIGNATION -  BEAVER
 EC1386  PID         -  EC1386
 EC1386  STATE/COUNTY-  NC/UNION
 EC1386  USGS QUAD   -  MARSHVILLE (1988)
 EC1386
 EC1386                         *CURRENT SURVEY CONTROL
 EC1386  ___________________________________________________________________
 EC1386* NAD 83(2001)-  34 59 18.58558(N)    080 21 12.87639(W)     ADJUSTED  
 EC1386* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 EC1386  ___________________________________________________________________
 EC1386  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EC1386  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 EC1386  HORZ ORDER  -  SECOND
 EC1386
 EC1386.The horizontal coordinates were established by classical geodetic methods
 EC1386.and adjusted by the National Geodetic Survey in August 2005.
 EC1386
 EC1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1386
 EC1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1386
 EC1386.The geoid height was determined by GEOID03.
 EC1386
 EC1386;                    North         East     Units Scale Factor Converg.
 EC1386;SPC NC       -   138,228.959   486,036.660   MT  0.99988309   -0 46 52.5
 EC1386;SPC NC       -   453,506.18  1,594,605.28   sFT  0.99988309   -0 46 52.5
 EC1386;UTM  17      - 3,871,958.153   558,995.875   MT  0.99964289   +0 22 14.4
 EC1386
 EC1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1386!SPC NC       -   0.99997943  x   0.99988309  =   0.99986252
 EC1386!UTM  17      -   0.99997943  x   0.99964289  =   0.99962233
 EC1386
 EC1386:                Primary Azimuth Mark                     Grid Az
 EC1386:SPC NC       -  VIEW                                     091 10 56.5
 EC1386:UTM  17      -  VIEW                                     090 01 49.6
 EC1386
 EC1386|---------------------------------------------------------------------|
 EC1386| PID    Reference Object                     Distance      Geod. Az  |
 EC1386|                                                           dddmmss.s |
 EC1386| EC1385 VIEW                                APPROX. 0.9 KM 0902404.0 |
 EC1386|---------------------------------------------------------------------|
 EC1386
 EC1386                          SUPERSEDED SURVEY CONTROL
 EC1386
 EC1386  NAD 83(1986)-  34 59 18.59899(N)    080 21 12.88573(W) AD(       ) 2
 EC1386  NAD 27      -  34 59 18.04429(N)    080 21 13.65424(W) AD(       ) 2
 EC1386  NGVD 29 (07/19/86)  161.7    (m)          531.     (f) VERT ANG    3  
 EC1386
 EC1386.Superseded values are not recommended for survey control.
 EC1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1386.See file dsdata.txt to determine how the superseded data were derived.
 EC1386
 EC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU5899671958(NAD 83)
 EC1386_MARKER: DE = TRAVERSE STATION DISK
 EC1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1386_STAMPING: BEAVER 1970
 EC1386_MARK LOGO: NCGS  
 EC1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1386+STABILITY: SURFACE MOTION
 EC1386
 EC1386  HISTORY     - Date     Condition        Report By
 EC1386  HISTORY     - 1970     MONUMENTED       NCGS
 EC1386  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 EC1386  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EC1386  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EC1386  HISTORY     - 19980427 MARK NOT FOUND   USPSQD
 EC1386
 EC1386                          STATION DESCRIPTION
 EC1386
 EC1386'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1386'BEAVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1386'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1386'
 EC1386'BEAVER IS LOCATED APPROXIMATELY 0.85 MILE EAST OF MARSHVILLE.  TO
 EC1386'REACH STATION PROCEED FROM THE INTERSECTION OF US 74 AND NC 205 IN
 EC1386'THE TOWN OF MARSHVILLE, GO EAST ON US 74 FOR 0.75 MILE TO
 EC1386'INTERSECTION OF US 74 AND SR 1738, TURN LEFT ON SR 1738 AND GO 0.1
 EC1386'MILE TO RAILROAD TRACKS.  STATION IS APPROXIMATELY 200 FEET EAST
 EC1386'OF SR 1738, ON THE NORTH SIDE OF TRACKS, AND IN FRONT OF ASBESTOS
 EC1386'PLANT.
 EC1386'
 EC1386'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEAVER
 EC1386'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1386'FLUSH WITH THE SURFACE OF THE GROUND.
 EC1386'
 EC1386'MARK IS
 EC1386'43.1 FEET SE OF ALUMINUM REF. TAG ON TP.
 EC1386'130.1 FEET SW OF ALUMINUM REF. TAG ON TP.
 EC1386'77.0 FEET NW OF ALUMINUM REF. TAG ON TP.
 EC1386'6.3 FEET N OF N RAIL OF RR TRACKS.
 EC1386'135.9 FEET SE OF ALUMINUM REF. TAG ON LIGHT POLE.
 EC1386
 EC1386                          STATION RECOVERY (1982)
 EC1386
 EC1386'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (JA)
 EC1386'THE STATION HAS BEEN DESTROYED, THE RAILROAD MAIN TRACK WAS RELOCATED.
 EC1386
 EC1386                          STATION RECOVERY (1988)
 EC1386
 EC1386'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELS)
 EC1386'MARK NOT FOUND.
 EC1386
 EC1386                          STATION RECOVERY (1988)
 EC1386
 EC1386'RECOVERY NOTE BY US POWER SQUADRON 1988 (UNK)
 EC1386'MARK NOT FOUND.
 EC1386
 EC1386                          STATION RECOVERY (1998)
 EC1386
 EC1386'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3152 ***********************************************************************
 FB3152  DESIGNATION -  BEAVER
 FB3152  PID         -  FB3152
 FB3152  STATE/COUNTY-  NC/BUNCOMBE
 FB3152  USGS QUAD   -  WEAVERVILLE (1983)
 FB3152
 FB3152                         *CURRENT SURVEY CONTROL
 FB3152  ___________________________________________________________________
 FB3152* NAD 83(2001)-  35 38 12.36748(N)    082 32 50.17255(W)     ADJUSTED  
 FB3152* NAVD 88     -       649.4    (meters)    2131.     (feet)  VERTCON   
 FB3152  ___________________________________________________________________
 FB3152  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FB3152  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3152  HORZ ORDER  -  SECOND
 FB3152
 FB3152.The horizontal coordinates were established by classical geodetic methods
 FB3152.and adjusted by the National Geodetic Survey in August 2005.
 FB3152
 FB3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3152
 FB3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3152
 FB3152.The geoid height was determined by GEOID03.
 FB3152
 FB3152;                    North         East     Units Scale Factor Converg.
 FB3152;SPC NC       -   215,040.546   288,408.100   MT  0.99989510   -2 02 50.6
 FB3152;SPC NC       -   705,512.19    946,218.91   sFT  0.99989510   -2 02 50.6
 FB3152;UTM  17      - 3,944,764.315   359,906.027   MT  0.99984185   -0 54 06.0
 FB3152
 FB3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3152!SPC NC       -   0.99990276  x   0.99989510  =   0.99979787
 FB3152!UTM  17      -   0.99990276  x   0.99984185  =   0.99974462
 FB3152
 FB3152:                Primary Azimuth Mark                     Grid Az
 FB3152:SPC NC       -  GOLF                                     253 00 09.7
 FB3152:UTM  17      -  GOLF                                     251 51 25.1
 FB3152
 FB3152|---------------------------------------------------------------------|
 FB3152| PID    Reference Object                     Distance      Geod. Az  |
 FB3152|                                                           dddmmss.s |
 FB3152| FB3158 GOLF                                APPROX. 0.8 KM 2505719.1 |
 FB3152|---------------------------------------------------------------------|
 FB3152
 FB3152                          SUPERSEDED SURVEY CONTROL
 FB3152
 FB3152  NAD 83(1995)-  35 38 12.36831(N)    082 32 50.17261(W) AD(       ) 2
 FB3152  NAD 83(1986)-  35 38 12.37449(N)    082 32 50.17034(W) AD(       ) 2
 FB3152  NAD 27      -  35 38 11.97934(N)    082 32 50.70581(W) AD(       ) 2
 FB3152  NGVD 29 (07/19/86)  649.5    (m)         2131.     (f) VERT ANG    3  
 FB3152
 FB3152.Superseded values are not recommended for survey control.
 FB3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3152.See file dsdata.txt to determine how the superseded data were derived.
 FB3152
 FB3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5990644764(NAD 83)
 FB3152_MARKER: DE = TRAVERSE STATION DISK
 FB3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3152_STAMPING: BEAVER 1967
 FB3152_MARK LOGO: NCGS  
 FB3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3152+STABILITY: SURFACE MOTION
 FB3152
 FB3152  HISTORY     - Date     Condition        Report By
 FB3152  HISTORY     - 1967     MONUMENTED       NCGS
 FB3152  HISTORY     - 1975     SEE DESCRIPTION  NCDNR
 FB3152
 FB3152                          STATION DESCRIPTION
 FB3152
 FB3152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3152'BEAVER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3152'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3152'
 FB3152'BEAVER IS LOCATED APPROXIMATELY 2.6 MILES NNE OF THE CENTER OF
 FB3152'ASHEVILLE.  TO REACH STATION PROCEED FROM THE
 FB3152'INTERSECTION OF NC 694 WITH US 19 AND 23, GO NORTHEAST ON NC 694
 FB3152'(BEAVER DAM ROAD.) FOR 0.7 MILE TO WHERE NC 694 TURNS NORTH AND
 FB3152'ALSO BECOMES ELK MOUNTAIN SCENIC HIGHWAY.  THE STATION IS IN THE
 FB3152'NORTHEAST QUADRANT OF INTERSECTION, ON NORTH SHOULDER OF BEAVER DAM
 FB3152'ROAD., BETWEEN WHITE BOARD FENCE AND NORTH EDGE OF ROAD.
 FB3152'
 FB3152'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BEAVER
 FB3152'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FB3152'INCHES BELOW THE SURFACE OF THE GROUND.
 FB3152'
 FB3152'MARK IS
 FB3152'11.8 FEET N OF C/L
 FB3152'OF BEAVER DAM RD.,
 FB3152'75.5 FEET ENE OF TP NO 6 WITH
 FB3152'TRANSFORMER, AND ALUMINUM REF. TAG,
 FB3152'5.5 FEET SE OF FENCE POST WITH ALUMINUM REF. TAG,
 FB3152'54.7 FEET SW OF TP ON N SIDE OF BEAVER DAM RD., WITH ALUMINUM REF.
 FB3152'TAG, 154.0 FEET NE
 FB3152'OF FIRE HYDRANT, AND
 FB3152'114.3 FEET NE OF C/L OF
 FB3152'INTERSECTION OF ELK MTN. SCENIC HIGHWAY WITH BEAVER DAM RD.
 FB3152
 FB3152                          STATION RECOVERY (1975)
 FB3152
 FB3152'RECOVERY NOTE BY NC DEPT OF NAT RES 1975
 FB3152'BEAVER 1967 DESTROYED
 FB3152'
 FB3152'U.S. 25 MADE 4 LANE.
 FB3152'
 FB3152'REPLACED BY BEAVER 2 1975
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2726 ***********************************************************************
 EY2726  DESIGNATION -  BEAVER
 EY2726  PID         -  EY2726
 EY2726  STATE/COUNTY-  NC/DUPLIN
 EY2726  USGS QUAD   -  SUMMERLINS CROSSROAD (1980)
 EY2726
 EY2726                         *CURRENT SURVEY CONTROL
 EY2726  ___________________________________________________________________
 EY2726* NAD 83(2001)-  35 03 44.66649(N)    077 56 57.85112(W)     ADJUSTED  
 EY2726* NAVD 88     -        26.3    (meters)      86.     (feet)  VERTCON   
 EY2726  ___________________________________________________________________
 EY2726  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EY2726  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EY2726  HORZ ORDER  -  SECOND
 EY2726
 EY2726.The horizontal coordinates were established by classical geodetic methods
 EY2726.and adjusted by the National Geodetic Survey in August 2005.
 EY2726
 EY2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2726
 EY2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2726
 EY2726.The geoid height was determined by GEOID03.
 EY2726
 EY2726;                    North         East     Units Scale Factor Converg.
 EY2726;SPC NC       -   146,092.400   705,421.937   MT  0.99987802   +0 36 22.9
 EY2726;SPC NC       -   479,304.82  2,314,371.80   sFT  0.99987802   +0 36 22.9
 EY2726;UTM  18      - 3,883,942.937   231,025.877   MT  1.00049173   -1 41 43.3
 EY2726;UTM  17      - 3,884,220.866   778,205.544   MT  1.00055400   +1 45 12.9
 EY2726
 EY2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2726!SPC NC       -   1.00000146  x   0.99987802  =   0.99987948
 EY2726!UTM  18      -   1.00000146  x   1.00049173  =   1.00049319
 EY2726!UTM  17      -   1.00000146  x   1.00055400  =   1.00055546
 EY2726
 EY2726:                Primary Azimuth Mark                     Grid Az
 EY2726:SPC NC       -  FERN                                     161 51 54.0
 EY2726:UTM  18      -  FERN                                     164 10 00.2
 EY2726:UTM  17      -  FERN                                     160 43 04.0
 EY2726
 EY2726|---------------------------------------------------------------------|
 EY2726| PID    Reference Object                     Distance      Geod. Az  |
 EY2726|                                                           dddmmss.s |
 EY2726| EY2725 FERN                                457.513 METERS 1622816.9 |
 EY2726| EY2728 SHACK                               362.980 METERS 35644     |
 EY2726|---------------------------------------------------------------------|
 EY2726
 EY2726                          SUPERSEDED SURVEY CONTROL
 EY2726
 EY2726  NAD 83(1986)-  35 03 44.67528(N)    077 56 57.86280(W) AD(       ) 2
 EY2726  NAD 27      -  35 03 44.07820(N)    077 56 58.91593(W) AD(       ) 2
 EY2726  NGVD 29 (07/19/86)   26.6    (m)           87.     (f) VERT ANG    3  
 EY2726
 EY2726.Superseded values are not recommended for survey control.
 EY2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2726.See file dsdata.txt to determine how the superseded data were derived.
 EY2726
 EY2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3102683943(NAD 83)
 EY2726_MARKER: DE = TRAVERSE STATION DISK
 EY2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2726_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2726+STABILITY: SURFACE MOTION
 EY2726
 EY2726  HISTORY     - Date     Condition        Report By
 EY2726  HISTORY     - 1976     MONUMENTED       NCGS
 EY2726  HISTORY     - 19940330 POOR             USPSQD
 EY2726
 EY2726                          STATION DESCRIPTION
 EY2726
 EY2726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2726'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTH OF SUMMERLIN
 EY2726'CROSSROADS AND 6.9 MILES NORTH OF KENANSVILLE.
 EY2726'
 EY2726'TO REACH THE STATION FROM THE INTERSECTION OF SR 1004 AND SR 1306
 EY2726'(SUMMERLIN CROSSROADS) NORTH OF KENANSVILLE, PROCEED SOUTH ALONG
 EY2726'SR 1004 FOR 1.6 MILES TO STATION ON THE RIGHT, AT EDGE OF WOODS, 0.1
 EY2726'MILE SOUTH OF T INTERSECTION WITH SR 1360 (THE SOUTH END OF LOOP
 EY2726'ROAD, AND 0.15 MILE NORTH OF T INTERSECTION WITH SR 1511 (EAST).
 EY2726'
 EY2726'STATION MARK IS A STANDARD DISK STAMPED---BEAVER 1976---, SET IN THE
 EY2726'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2726'MARK IS 25.8 FEET WEST OF THE CENTERLINE OF SR 1004, 13.2 FEET EAST OF
 EY2726'8 INCH GUM WITH REFERENCE TAG, 61.7 FEET WEST-NORTHWEST OF 12 INCH OAK
 EY2726'WITH REFERENCE TAG AND 66.6 FEET WEST-SOUTHWEST OF TRIPLE TRUNK OAK
 EY2726'WITH REFERENCE TAG.
 EY2726
 EY2726                          STATION RECOVERY (1994)
 EY2726
 EY2726'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY2726'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3796 ***********************************************************************
 EY3796  DESIGNATION -  BEAVER
 EY3796  PID         -  EY3796
 EY3796  STATE/COUNTY-  NC/BEAUFORT
 EY3796  USGS QUAD   -  AURORA (1993)
 EY3796
 EY3796                         *CURRENT SURVEY CONTROL
 EY3796  ___________________________________________________________________
 EY3796* NAD 83(2001)-  35 19 06.14205(N)    076 45 47.66105(W)     ADJUSTED  
 EY3796* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3796  ___________________________________________________________________
 EY3796  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 EY3796  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EY3796  HORZ ORDER  -  THIRD
 EY3796
 EY3796.The horizontal coordinates were established by classical geodetic methods
 EY3796.and adjusted by the National Geodetic Survey in August 2005.
 EY3796
 EY3796.The orthometric height was scaled from a topographic map.
 EY3796
 EY3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3796
 EY3796.The geoid height was determined by GEOID03.
 EY3796
 EY3796;                    North         East     Units Scale Factor Converg.
 EY3796;SPC NC       -   176,270.692   812,953.994   MT  0.99987326   +1 17 27.6
 EY3796;SPC NC       -   578,314.76  2,667,166.56   sFT  0.99987326   +1 17 27.6
 EY3796;UTM  18      - 3,909,776.391   339,718.740   MT  0.99991660   -1 01 10.5
 EY3796
 EY3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3796!SPC NC       -   1.00000574  x   0.99987326  =   0.99987900
 EY3796!UTM  18      -   1.00000574  x   0.99991660  =   0.99992234
 EY3796
 EY3796|---------------------------------------------------------------------|
 EY3796| PID    Reference Object                     Distance      Geod. Az  |
 EY3796|                                                           dddmmss.s |
 EY3796| EY4780 BEAVER RM                            16.865 METERS 11038     |
 EY3796| EY3845 VENUS                               APPROX. 0.9 KM 2783949.4 |
 EY3796| EY3828 NO 1                                APPROX. 0.8 KM 3224921.9 |
 EY3796|---------------------------------------------------------------------|
 EY3796
 EY3796                          SUPERSEDED SURVEY CONTROL
 EY3796
 EY3796  NAD 83(1986)-  35 19 06.15648(N)    076 45 47.66728(W) AD(       ) 3
 EY3796  NAD 27      -  35 19 05.53900(N)    076 45 48.93000(W) AD(       ) 3
 EY3796
 EY3796.Superseded values are not recommended for survey control.
 EY3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3796.See file dsdata.txt to determine how the superseded data were derived.
 EY3796
 EY3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3971909776(NAD 83)
 EY3796_MARKER: DS = TRIANGULATION STATION DISK
 EY3796_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3796_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3796
 EY3796  HISTORY     - Date     Condition        Report By
 EY3796  HISTORY     - 1935     MONUMENTED       CGS
 EY3796  HISTORY     - 1948     GOOD             CGS
 EY3796
 EY3796                          STATION DESCRIPTION
 EY3796
 EY3796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3796'STATION IS ON THE S SIDE OF SOUTH CREEK AT THE FIRST PROMINENT
 EY3796'BEND THE CREEK MAKES FROM THE W ON THE E SIDE OF THE MOUTH OF
 EY3796'THE CREEK KNOWN AS BEAVER DAM CREEK.  IT IS ON PROPERTY OF J.C.
 EY3796'CAYTON.  FROM THE STATION, MOUTH OF BEAVER DAM CREEK IS 200 METERS
 EY3796'SW, SHORE LINE, 7 METERS WESTERLY AND A FENCE LINE RUNNING E
 EY3796'AND W (EXTENDING OUT INTO THE WATER 20 METERS) IS 1-1/2 METERS
 EY3796'N.
 EY3796'
 EY3796'STATION MARK IS A STANDARD DISK SET IN A CONCRETE FILLED 8-
 EY3796'BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND.
 EY3796'
 EY3796'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED 8-
 EY3796'BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND.
 EY3796
 EY3796                          STATION RECOVERY (1948)
 EY3796
 EY3796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3796'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  DISTANCE
 EY3796'TO REFERENCE MARK WAS MEASURED WITH A STEEL TAPE AND FOUND TO
 EY3796'BE CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW
 EY3796'DESCRIPTION FOLLOWS--
 EY3796'
 EY3796'STATION IS ON THE S SIDE OF SOUTH CREEK, AT THE FIRST PROMINENT
 EY3796'BEND THE CREEK MAKES FROM THE W, ON THE E SIDE OF THE MOUTH OF
 EY3796'LITTLE CREEK, ALSO KNOWN AS BEAVER DAM CREEK.  IT IS ON PROPERTY
 EY3796'OF J.C. CAYTON.  FROM THE STATION, MOUTH OF LITTLE CREEK IS 200
 EY3796'METERS SW, A SOFT DRINK STAND AT CAYTONS BEACH IS 125 YARDS N.
 EY3796'MEAN HIGH-WATER LINE IS 7.0 METERS W.
 EY3796'
 EY3796'STATION MARK IS A BRONZE STATION DISK, STAMPED BEAVER 1935,
 EY3796'SET IN TOP OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES
 EY3796'ABOVE GROUND.
 EY3796'
 EY3796'REFERENCE MARK IS NE OF THE STATION, ON TOP OF A 6-FOOT BANK.  IT
 EY3796'IS A BRONZE REFERENCE DISK, STAMPED BEAVER 1935, SET IN TOP
 EY3796'OF A CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE THE
 EY3796'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4276 ***********************************************************************
 FX4276  DESIGNATION -  BEAVER
 FX4276  PID         -  FX4276
 FX4276  STATE/COUNTY-  NC/NASH
 FX4276  USGS QUAD   -  DRAKE (1963)
 FX4276
 FX4276                         *CURRENT SURVEY CONTROL
 FX4276  ___________________________________________________________________
 FX4276* NAD 83(2001)-  36 07 02.17540(N)    077 47 05.35941(W)     ADJUSTED  
 FX4276* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 FX4276  ___________________________________________________________________
 FX4276  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 FX4276  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 FX4276  HORZ ORDER  -  SECOND
 FX4276
 FX4276.The horizontal coordinates were established by classical geodetic methods
 FX4276.and adjusted by the National Geodetic Survey in August 2005.
 FX4276
 FX4276.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4276
 FX4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4276
 FX4276.The geoid height was determined by GEOID03.
 FX4276
 FX4276;                    North         East     Units Scale Factor Converg.
 FX4276;SPC NC       -   263,282.328   718,999.501   MT  0.99998659   +0 42 04.9
 FX4276;SPC NC       -   863,785.44  2,358,917.53   sFT  0.99998659   +0 42 04.9
 FX4276;UTM  18      - 4,000,547.729   249,352.364   MT  1.00037416   -1 38 32.4
 FX4276
 FX4276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4276!SPC NC       -   1.00000009  x   0.99998659  =   0.99998668
 FX4276!UTM  18      -   1.00000009  x   1.00037416  =   1.00037425
 FX4276
 FX4276:                Primary Azimuth Mark                     Grid Az
 FX4276:SPC NC       -  DAM                                      120 47 49.7
 FX4276:UTM  18      -  DAM                                      123 08 27.0
 FX4276
 FX4276|---------------------------------------------------------------------|
 FX4276| PID    Reference Object                     Distance      Geod. Az  |
 FX4276|                                                           dddmmss.s |
 FX4276| FX4275 DAM                                 400.987 METERS 1212954.6 |
 FX4276| FX4277 BARBARA                             348.765 METERS 32635     |
 FX4276|---------------------------------------------------------------------|
 FX4276
 FX4276                          SUPERSEDED SURVEY CONTROL
 FX4276
 FX4276  NAD 83(1993)-  36 07 02.18358(N)    077 47 05.36639(W) AD(       ) 2
 FX4276  NAD 83(1986)-  36 07 02.18227(N)    077 47 05.37002(W) AD(       ) 2
 FX4276  NAD 27      -  36 07 01.62876(N)    077 47 06.43790(W) AD(       ) 2
 FX4276  NGVD 29 (07/19/86)   34.5    (m)          113.     (f) VERT ANG    3  
 FX4276
 FX4276.Superseded values are not recommended for survey control.
 FX4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4276.See file dsdata.txt to determine how the superseded data were derived.
 FX4276
 FX4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4935200548(NAD 83)
 FX4276_MARKER: DE = TRAVERSE STATION DISK
 FX4276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4276_STAMPING: BEAVER 1973
 FX4276_MARK LOGO: NCGS  
 FX4276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4276+STABILITY: SURFACE MOTION
 FX4276
 FX4276  HISTORY     - Date     Condition        Report By
 FX4276  HISTORY     - 1973     MONUMENTED       NCGS
 FX4276
 FX4276                          STATION DESCRIPTION
 FX4276
 FX4276'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4276'BEAVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX4276'VICINITY OF WHITAKERS, NORTH CAROLINA.
 FX4276'
 FX4276'BEAVER IS LOCATED APPROXIMATELY 4.1 MILES WEST OF WHITAKERS AND 12.1
 FX4276'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM THE NC 44
 FX4276'OVERPASS OF I-95, PROCEED EASTERLY ALONG NC 44 FOR 0.9 MILE TO
 FX4276'STATION ON RIGHT NEAR WOODS EDGE, AND 0.15 MILE NORTHWEST OF
 FX4276'BEAVERDAM SWAMP BRIDGE ON NC 44.
 FX4276'
 FX4276'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEAVER
 FX4276'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FX4276'INCHES BELOW THE SURFACE OF THE GROUND.
 FX4276'
 FX4276'MARK IS
 FX4276'26.3 FEET SW OF C/L OF NC 44.
 FX4276'22.6 FEET N OF 7 INCH POPLAR WITH ALUMINUM REF. TAG.
 FX4276'19.9 FEET NE OF 8 INCH NE OF 8 INCH OAK WITH ALUMINUM REF. TAG.
 FX4276'54.2 FEET SE OF PP WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2639 ***********************************************************************
 FZ2639  DESIGNATION -  BEAVER
 FZ2639  PID         -  FZ2639
 FZ2639  STATE/COUNTY-  NC/YADKIN
 FZ2639  USGS QUAD   -  ELKIN SOUTH (1971)
 FZ2639
 FZ2639                         *CURRENT SURVEY CONTROL
 FZ2639  ___________________________________________________________________
 FZ2639* NAD 83(2001)-  36 12 19.37276(N)    080 50 52.48661(W)     ADJUSTED  
 FZ2639* NAVD 88     -       342.2    (meters)    1123.     (feet)  VERTCON   
 FZ2639  ___________________________________________________________________
 FZ2639  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FZ2639  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 FZ2639  HORZ ORDER  -  SECOND
 FZ2639
 FZ2639.The horizontal coordinates were established by classical geodetic methods
 FZ2639.and adjusted by the National Geodetic Survey in August 2005.
 FZ2639
 FZ2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2639
 FZ2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2639
 FZ2639.The geoid height was determined by GEOID03.
 FZ2639
 FZ2639;                    North         East     Units Scale Factor Converg.
 FZ2639;SPC NC       -   273,936.337   443,427.427   MT  1.00001103   -1 03 59.6
 FZ2639;SPC NC       -   898,739.47  1,454,811.48   sFT  1.00001103   -1 03 59.6
 FZ2639;UTM  17      - 4,006,739.353   513,671.619   MT  0.99960230   +0 05 23.4
 FZ2639
 FZ2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2639!SPC NC       -   0.99995154  x   1.00001103  =   0.99996257
 FZ2639!UTM  17      -   0.99995154  x   0.99960230  =   0.99955386
 FZ2639
 FZ2639                          SUPERSEDED SURVEY CONTROL
 FZ2639
 FZ2639  NAD 83(1993)-  36 12 19.37833(N)    080 50 52.49506(W) AD(       ) 2
 FZ2639  NAD 83(1986)-  36 12 19.38286(N)    080 50 52.49291(W) AD(       ) 2
 FZ2639  NGVD 29 (06/26/91)  342.4    (m)         1123.     (f) VERT ANG    3  
 FZ2639
 FZ2639.Superseded values are not recommended for survey control.
 FZ2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2639.See file dsdata.txt to determine how the superseded data were derived.
 FZ2639
 FZ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1367206739(NAD 83)
 FZ2639_MARKER: DE = TRAVERSE STATION DISK
 FZ2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2639_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2639+STABILITY: SURFACE MOTION
 FZ2639
 FZ2639  HISTORY     - Date     Condition        Report By
 FZ2639  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2639
 FZ2639                          STATION DESCRIPTION
 FZ2639
 FZ2639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2639'THE STATION IS LOCATED ABOUT 1.6 MI SOUTHWEST OF ARLINGTON AND 2.0
 FZ2639'MI SOUTH OF JONESVILLE.
 FZ2639'
 FZ2639'TO REACH THE STATION FROM THE I-77 UNDERPASS, PROCEED NORTHWEST
 FZ2639'ALONG US 21 FOR 1.0 MI TO SR 1313 ON THE LEFT, THENCE WEST ALONG SR
 FZ2639'1313 FOR 1.2 MI TO SR 1312, THENCE NORTHWEST ALONG SR 1312 FOR 0.15
 FZ2639'MI TO STATION.
 FZ2639'
 FZ2639'THE STATION IS A STANDARD NCGS DISK
 FZ2639'STAMPED---BEAVER 1984---,
 FZ2639'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2639'10 INCHES IN DIAMETER RECESSED 4 INCHES BELOW GROUND.  LOCATED
 FZ2639'27.6 FEET NORTH OF THE CENTERLINE OF SR 1302--AND
 FZ2639'1.9 FEET SOUTH OF A POWER POLE,
 FZ2639'269.4 FEET WEST-NORTHWEST OF A POWER POLE,
 FZ2639'273.4 FEET EAST OF A POWER POLE, AND
 FZ2639'73.1 FEET NORTH-NORTHWEST OF A FENCE POST--ALL FOUR WITH REFERENCE
 FZ2639'TAGS.
 FZ2639'
 FZ2639'MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3520 ***********************************************************************
 FB3520  DESIGNATION -  BEAVER
 FB3520  PID         -  FB3520
 FB3520  STATE/COUNTY-  NC/MACON
 FB3520  USGS QUAD   -  PRENTISS (1978)
 FB3520
 FB3520                         *CURRENT SURVEY CONTROL
 FB3520  ___________________________________________________________________
 FB3520* NAD 83(2007)-  35 04 11.94831(N)    083 23 14.69915(W)     ADJUSTED  
 FB3520* NAVD 88     -       631.1    (meters)    2071.     (feet)  VERTCON   
 FB3520  ___________________________________________________________________
 FB3520  EPOCH DATE  -        2002.00
 FB3520  X           -     601,854.971 (meters)                     COMP
 FB3520  Y           -  -5,191,693.666 (meters)                     COMP
 FB3520  Z           -   3,644,570.547 (meters)                     COMP
 FB3520  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 FB3520  ELLIP HEIGHT-         602.571 (meters)          (02/10/07) ADJUSTED
 FB3520  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FB3520
 FB3520  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3520  Type    PID    Designation                      North   East  Ellip
 FB3520  -------------------------------------------------------------------
 FB3520  NETWORK FB3520 BEAVER                            0.53   0.45   1.23
 FB3520  -------------------------------------------------------------------
 FB3520
 FB3520.The horizontal coordinates were established by GPS observations
 FB3520.and adjusted by the National Geodetic Survey in February 2007.
 FB3520
 FB3520.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3520.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3520.The horizontal coordinates are valid at the epoch date displayed above.
 FB3520.The epoch date for horizontal control is a decimal equivalence
 FB3520.of Year/Month/Day.
 FB3520
 FB3520.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3520
 FB3520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3520
 FB3520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3520
 FB3520.The ellipsoidal height was determined by GPS observations
 FB3520.and is referenced to NAD 83.
 FB3520
 FB3520.The geoid height was determined by GEOID03.
 FB3520
 FB3520;                    North         East     Units Scale Factor Converg.
 FB3520;SPC NC       -   155,266.752   209,602.557   MT  0.99987760   -2 31 56.2
 FB3520;SPC NC       -   509,404.34    687,671.06   sFT  0.99987760   -2 31 56.2
 FB3520;UTM  17      - 3,883,411.086   282,308.375   MT  1.00018408   -1 22 20.3
 FB3520
 FB3520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3520!SPC NC       -   0.99990543  x   0.99987760  =   0.99978304
 FB3520!UTM  17      -   0.99990543  x   1.00018408  =   1.00008949
 FB3520
 FB3520                          SUPERSEDED SURVEY CONTROL
 FB3520
 FB3520  NAD 83(2001)-  35 04 11.94818(N)    083 23 14.69951(W) AD(       ) 1
 FB3520  ELLIP H (03/13/03)  602.576  (m)                       GP(       ) 4 2
 FB3520  NAD 83(1995)-  35 04 11.94825(N)    083 23 14.69925(W) AD(       ) 1
 FB3520  NAD 83(1986)-  35 04 11.95483(N)    083 23 14.70481(W) AD(       ) 1
 FB3520  ELLIP H (05/28/93)  602.292  (m)                       GP(       ) 4 2
 FB3520  NAD 83(1986)-  35 04 11.95386(N)    083 23 14.71698(W) AD(       ) 2
 FB3520  NGVD 29 (11/07/94)  631.1    (m)         2071.     (f) GPS OBS     3  
 FB3520
 FB3520.Superseded values are not recommended for survey control.
 FB3520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3520.See file dsdata.txt to determine how the superseded data were derived.
 FB3520
 FB3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8230883411(NAD 83)
 FB3520_MARKER: DE = TRAVERSE STATION DISK
 FB3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3520_SP_SET: CONCRETE POST
 FB3520_STAMPING: BEAVER 1978
 FB3520_MARK LOGO: NCGS  
 FB3520_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3520+STABILITY: SURFACE MOTION
 FB3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3520+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 FB3520
 FB3520  HISTORY     - Date     Condition        Report By
 FB3520  HISTORY     - 1978     MONUMENTED       NCGS
 FB3520  HISTORY     - 1978     GOOD             NCGS
 FB3520  HISTORY     - 1985     GOOD             USPSQD
 FB3520  HISTORY     - 19880605 GOOD             NCGS
 FB3520  HISTORY     - 19930615 GOOD             NCGS
 FB3520  HISTORY     - 19940125 SEE DESCRIPTION  NCGS
 FB3520
 FB3520                          STATION DESCRIPTION
 FB3520
 FB3520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3520'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTH OF OTTO AND 7.9
 FB3520'MILES SOUTH OF FRANKLIN.
 FB3520'
 FB3520'TO REACH THE STATION FROM THE US 441 OVERPASS OF US 64 SOUTH OF
 FB3520'FRANKLIN, PROCEED SOUTH ALONG US 441 FOR 6.85 MILES TO SR 1117 ON
 FB3520'RIGHT AND STATION ON LEFT.
 FB3520'
 FB3520'STATION MARK IS A STANDARD DISK STAMPED---BEAVER 1978---SET IN TOP OF
 FB3520'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK
 FB3520'IS 25.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 441, 79.6 FEET
 FB3520'SOUTH OF THE CENTERLINE INTERSECTION OF US 441 AND SR 1117, 55.6 FEET
 FB3520'NORTH OF TELEPHONE POLE WITH REFERENCE TAG, 77.8 FEET SOUTHWEST OF
 FB3520'RIGHT-OF-WAY MONUMENT BY MARKER POST, AND 133.1 FEET SOUTH-SOUTHWEST
 FB3520'OF TELEPHONE POLE (1/272) WITH REFERENCE TAG.
 FB3520
 FB3520                          STATION RECOVERY (1978)
 FB3520
 FB3520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FB3520'RECOVERED IN GOOD CONDITION.
 FB3520
 FB3520                          STATION RECOVERY (1985)
 FB3520
 FB3520'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 FB3520'RECOVERED IN GOOD CONDITION.
 FB3520
 FB3520                          STATION RECOVERY (1988)
 FB3520
 FB3520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB3520'RECOVERED IN GOOD CONDITION.
 FB3520
 FB3520                          STATION RECOVERY (1993)
 FB3520
 FB3520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3520'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. 55.0 FT (16.8
 FB3520'M) NORTH OF TELEPHONE POLE--2/74--, 132.8 FT (40.5 M) SOUTH-SOUTHWEST
 FB3520'OF TELEPHONE POLE--2/73--BOTH WITH REFERENCE TAGS.
 FB3520
 FB3520                          STATION RECOVERY (1994)
 FB3520
 FB3520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3520'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2877 ***********************************************************************
 FZ2877  DESIGNATION -  BEAVER
 FZ2877  PID         -  FZ2877
 FZ2877  STATE/COUNTY-  NC/ASHE
 FZ2877  USGS QUAD   -  JEFFERSON (1998)
 FZ2877
 FZ2877                         *CURRENT SURVEY CONTROL
 FZ2877  ___________________________________________________________________
 FZ2877* NAD 83(2001)-  36 22 48.28606(N)    081 29 07.48799(W)     ADJUSTED  
 FZ2877* NAVD 88     -       913.7    (meters)    2998.     (feet)  VERTCON   
 FZ2877  ___________________________________________________________________
 FZ2877  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 FZ2877  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FZ2877  HORZ ORDER  -  SECOND
 FZ2877
 FZ2877.The horizontal coordinates were established by classical geodetic methods
 FZ2877.and adjusted by the National Geodetic Survey in August 2005.
 FZ2877
 FZ2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2877
 FZ2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2877
 FZ2877.The geoid height was determined by GEOID03.
 FZ2877
 FZ2877;                    North         East     Units Scale Factor Converg.
 FZ2877;SPC NC       -   294,567.471   386,595.885   MT  1.00006656   -1 26 04.2
 FZ2877;SPC NC       -   966,426.78  1,268,356.67   sFT  1.00006656   -1 26 04.2
 FZ2877;UTM  17      - 4,026,215.556   456,461.587   MT  0.99962335   -0 17 16.5
 FZ2877
 FZ2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2877!SPC NC       -   0.99986152  x   1.00006656  =   0.99992807
 FZ2877!UTM  17      -   0.99986152  x   0.99962335  =   0.99948492
 FZ2877
 FZ2877                          SUPERSEDED SURVEY CONTROL
 FZ2877
 FZ2877  NAD 83(1995)-  36 22 48.28673(N)    081 29 07.48777(W) AD(       ) 2
 FZ2877  NAD 83(1993)-  36 22 48.29182(N)    081 29 07.49133(W) AD(       ) 2
 FZ2877  NAD 83(1986)-  36 22 48.29675(N)    081 29 07.49365(W) AD(       ) 2
 FZ2877  NGVD 29 (10/27/97)  913.8    (m)         2998.     (f) VERT ANG    3  
 FZ2877
 FZ2877.Superseded values are not recommended for survey control.
 FZ2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2877.See file dsdata.txt to determine how the superseded data were derived.
 FZ2877
 FZ2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5646226216(NAD 83)
 FZ2877_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2877_SP_SET: CONCRETE POST
 FZ2877_STAMPING: BEAVER 1984
 FZ2877_MARK LOGO: NCGS  
 FZ2877_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2877+STABILITY: SURFACE MOTION
 FZ2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2877+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2000
 FZ2877
 FZ2877  HISTORY     - Date     Condition        Report By
 FZ2877  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2877  HISTORY     - 20000229 GOOD             MAC
 FZ2877
 FZ2877                          STATION DESCRIPTION
 FZ2877
 FZ2877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2877'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH-SOUTHEAST OF WEST
 FZ2877'JEFFERSON AND 4.7 KM (2.9 MI) SOUTH-SOUTHWEST OF JEFFERSON.
 FZ2877'AT THE JUNCTION OF US 221 BYPASS (ROBERT BARR EXPRESSWAY) WITH US 221
 FZ2877'BUSINESS, NC 163, AND NC 194, IN THE SOUTHEAST QUADRANT OF THE
 FZ2877'CROSSROADS.
 FZ2877'MARK IS A STANDARD NCGS DISK STAMPED---BEAVER 1984---, SET INTO THE
 FZ2877'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2
 FZ2877'INCHES ABOVE GROUND.  LOCATED 12.4 M (40.7 FT) SOUTHEAST OF THE
 FZ2877'CENTERLINE OF US 221, 24.1 M (79.1 FT) SOUTHWEST OF THE CENTERLINE OF
 FZ2877'NC 163 AT THE END OF A TRAFFIC ISLAND, 3.2 M (10.5 FT) WEST-SOUTHWEST
 FZ2877'OF THE CENTER OF A TRAFFIC CONTROL BOX (NO. 11341), AND 1.4 M
 FZ2877'(4.6 FT) SOUTHEAST OF THE GUARD RAIL. MARK IS LEVEL WITH ROAD.
 FZ2877
 FZ2877                          STATION RECOVERY (2000)
 FZ2877
 FZ2877'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN)
 FZ2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5467 ***********************************************************************
 AH5467  DESIGNATION -  BEAVER
 AH5467  PID         -  AH5467
 AH5467  STATE/COUNTY-  NC/CUMBERLAND
 AH5467  USGS QUAD   -  CEDAR CREEK (1986)
 AH5467
 AH5467                         *CURRENT SURVEY CONTROL
 AH5467  ___________________________________________________________________
 AH5467* NAD 83(2001)-  34 55 30.59639(N)    078 51 27.61359(W)     ADJUSTED  
 AH5467* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 AH5467  ___________________________________________________________________
 AH5467  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AH5467  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AH5467  HORZ ORDER  -  SECOND
 AH5467
 AH5467.The horizontal coordinates were established by classical geodetic methods
 AH5467.and adjusted by the National Geodetic Survey in August 2005.
 AH5467
 AH5467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5467
 AH5467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5467
 AH5467.The geoid height was determined by GEOID03.
 AH5467
 AH5467;                    North         East     Units Scale Factor Converg.
 AH5467;SPC NC       -   130,370.798   622,604.592   MT  0.99988874   +0 04 55.7
 AH5467;SPC NC       -   427,724.86  2,042,661.90   sFT  0.99988874   +0 04 55.7
 AH5467;UTM  17      - 3,866,839.303   695,684.769   MT  1.00007197   +1 13 36.8
 AH5467
 AH5467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5467!SPC NC       -   1.00000032  x   0.99988874  =   0.99988906
 AH5467!UTM  17      -   1.00000032  x   1.00007197  =   1.00007229
 AH5467
 AH5467                          SUPERSEDED SURVEY CONTROL
 AH5467
 AH5467  NAD 83(1986)-  34 55 30.60254(N)    078 51 27.62279(W) AD(       ) 2
 AH5467  NGVD 29 (11/23/98)   31.9    (m)          105.     (f) VERT ANG    3  
 AH5467
 AH5467.Superseded values are not recommended for survey control.
 AH5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5467.See file dsdata.txt to determine how the superseded data were derived.
 AH5467
 AH5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9568566839(NAD 83)
 AH5467_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5467_STAMPING: BEAVER 1985
 AH5467_MARK LOGO: NCGS  
 AH5467_PROJECTION: FLUSH
 AH5467_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5467+STABILITY: SURFACE MOTION
 AH5467
 AH5467  HISTORY     - Date     Condition        Report By
 AH5467  HISTORY     - 1985     MONUMENTED       NCGS
 AH5467
 AH5467                          STATION DESCRIPTION
 AH5467
 AH5467'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AH5467'STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) SOUTH OF FAYETTEVILLE, AND
 AH5467'9.6 KM (5.95 MI) EAST-SOUTHEAST OF HOPE MILLS. ALONG NC 87 FOR 6.5 KM
 AH5467'(4.05 MI) SOUTH FROM THE CENTER OF I-95 OVERPASSES, OR 0.7 KM (0.45
 AH5467'MI) SOUTHWEST OF SR 2238 AT SMALL LAKE WITH CYPRESS TREES. MARK IS
 AH5467'1-FOOT LOWER THAN HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AH5467'9.4 M (30.8 FT) WEST-NORTHWEST OF CENTERLINE OF NC 87, 36.9 M (121.1
 AH5467'FT) NORTH-NORTHEAST OF NORTH END OF WEST HEADWALL, 29.3 M (96.1 FT)
 AH5467'NORTH-NORTHWEST OF NORTH END OF EAST HEADWALL, 10.8 M (35.4 FT)
 AH5467'SOUTHEAST OF 5-INCH GUM WITH A REFERENCE TAG, AND 57.4 M (188.3 FT)
 AH5467'SOUTH-SOUTHWEST OF POWER POLE (301) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6139 ***********************************************************************
 AJ6139  DESIGNATION -  BEAVER
 AJ6139  PID         -  AJ6139
 AJ6139  STATE/COUNTY-  NC/CLEVELAND
 AJ6139  USGS QUAD   -  BOILING SPRINGS NORTH (1982)
 AJ6139
 AJ6139                         *CURRENT SURVEY CONTROL
 AJ6139  ___________________________________________________________________
 AJ6139* NAD 83(2007)-  35 15 58.88477(N)    081 38 35.72950(W)     ADJUSTED  
 AJ6139* NAVD 88     -       256.1    (meters)     840.     (feet)  GPS OBS   
 AJ6139  ___________________________________________________________________
 AJ6139  EPOCH DATE  -        2002.00
 AJ6139  X           -     757,724.853 (meters)                     COMP
 AJ6139  Y           -  -5,158,248.022 (meters)                     COMP
 AJ6139  Z           -   3,662,163.191 (meters)                     COMP
 AJ6139  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AJ6139  ELLIP HEIGHT-         224.232 (meters)          (02/10/07) ADJUSTED
 AJ6139  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AJ6139
 AJ6139  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6139  Type    PID    Designation                      North   East  Ellip
 AJ6139  -------------------------------------------------------------------
 AJ6139  NETWORK AJ6139 BEAVER                            0.35   0.33   0.82
 AJ6139  -------------------------------------------------------------------
 AJ6139
 AJ6139.The horizontal coordinates were established by GPS observations
 AJ6139.and adjusted by the National Geodetic Survey in February 2007.
 AJ6139
 AJ6139.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6139.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6139.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6139.The epoch date for horizontal control is a decimal equivalence
 AJ6139.of Year/Month/Day.
 AJ6139
 AJ6139.The orthometric height was determined by GPS observations and a
 AJ6139.high-resolution geoid model.
 AJ6139
 AJ6139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6139
 AJ6139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6139
 AJ6139.The ellipsoidal height was determined by GPS observations
 AJ6139.and is referenced to NAD 83.
 AJ6139
 AJ6139.The geoid height was determined by GEOID03.
 AJ6139
 AJ6139;                    North         East     Units Scale Factor Converg.
 AJ6139;SPC NC       -   171,410.869   369,146.600   MT  0.99987262   -1 31 32.2
 AJ6139;SPC NC       -   562,370.49  1,211,108.47   sFT  0.99987262   -1 31 32.2
 AJ6139;UTM  17      - 3,902,771.315   441,492.058   MT  0.99964219   -0 22 17.1
 AJ6139
 AJ6139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6139!SPC NC       -   0.99996481  x   0.99987262  =   0.99983743
 AJ6139!UTM  17      -   0.99996481  x   0.99964219  =   0.99960701
 AJ6139
 AJ6139                          SUPERSEDED SURVEY CONTROL
 AJ6139
 AJ6139  NAD 83(2001)-  35 15 58.88486(N)    081 38 35.72961(W) AD(       ) 1
 AJ6139  ELLIP H (03/13/03)  224.243  (m)                       GP(       ) 4 2
 AJ6139  NAD 83(1986)-  35 15 58.89985(N)    081 38 35.73095(W) AD(       ) 1
 AJ6139
 AJ6139.Superseded values are not recommended for survey control.
 AJ6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6139.See file dsdata.txt to determine how the superseded data were derived.
 AJ6139
 AJ6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4149202771(NAD 83)
 AJ6139_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6139_STAMPING: BEAVER 1996
 AJ6139_MARK LOGO: NCGS  
 AJ6139_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6139+STABILITY: SURFACE MOTION
 AJ6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6139+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ6139
 AJ6139  HISTORY     - Date     Condition        Report By
 AJ6139  HISTORY     - 1996     MONUMENTED       NCGS
 AJ6139
 AJ6139                          STATION DESCRIPTION
 AJ6139
 AJ6139'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AJ6139'STATION IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHEAST OF BOILING
 AJ6139'SPRINGS.
 AJ6139'ALONG NC HIGHWAY 150 FOR 2.1 MI (3.4 KM) EAST FROM SR 1003 (WEST
 AJ6139'COLLEGE AVENUE), IN BOILING SPRINGS, THENCE NORTHWEST FOR 1.35 MI
 AJ6139'(2.17 KM) ALONG SR 1159 (SKINNER ROAD) TO THE INTERSECTION WITH SR
 AJ6139'1158 (BEAVER DAM CHURCH ROAD) AND THE STATION IN THE SOUTHEAST
 AJ6139'QUADRANT.
 AJ6139'MARK IS ABOUT LEVEL WITH SR 1159 AND RECESSED 2 INCHES BELOW THE
 AJ6139'GROUND. LOCATED 15.0 FT (4.6 M) NORTHEAST OF THE CENTERLINE OF SR
 AJ6139'1159, 134.5 FT (41.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1158,
 AJ6139'89.6 FT (27.3 M) EAST-SOUTHEST OF THE CENTER OF A TELEPHONE BOX --AND
 AJ6139'69.5 FT (21.2 M) SOUTHEAST OF A TELEPHONE PEDESTAL BESIDE A POWER
 AJ6139'POLE, 173.0 FT (52.7 M) NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE
 AJ6139'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4510 ***********************************************************************
 DG4510  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4510  DESIGNATION -  BEAVER
 DG4510  PID         -  DG4510
 DG4510  STATE/COUNTY-  NC/PITT
 DG4510  USGS QUAD   -  FORT BARNWELL (1983)
 DG4510
 DG4510                         *CURRENT SURVEY CONTROL
 DG4510  ___________________________________________________________________
 DG4510* NAD 83(2007)-  35 21 31.22281(N)    077 15 31.03176(W)     ADJUSTED  
 DG4510* NAVD 88     -         6.63   (meters)      21.8    (feet)  GPS OBS   
 DG4510  ___________________________________________________________________
 DG4510  EPOCH DATE  -        2002.00
 DG4510  X           -   1,148,512.558 (meters)                     COMP
 DG4510  Y           -  -5,079,245.024 (meters)                     COMP
 DG4510  Z           -   3,670,374.092 (meters)                     COMP
 DG4510  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DG4510  ELLIP HEIGHT-         -29.943 (meters)          (02/10/07) ADJUSTED
 DG4510  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 DG4510
 DG4510  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4510  Type    PID    Designation                      North   East  Ellip
 DG4510  -------------------------------------------------------------------
 DG4510  NETWORK DG4510 BEAVER                            1.57   1.14   2.74
 DG4510  -------------------------------------------------------------------
 DG4510
 DG4510.The horizontal coordinates were established by GPS observations
 DG4510.and adjusted by the National Geodetic Survey in February 2007.
 DG4510
 DG4510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4510.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4510.The horizontal coordinates are valid at the epoch date displayed above.
 DG4510.The epoch date for horizontal control is a decimal equivalence
 DG4510.of Year/Month/Day.
 DG4510
 DG4510.The orthometric height was determined by GPS observations and a
 DG4510.high-resolution geoid model.
 DG4510.The orthometric height was determined by GPS observations and a
 DG4510.high-resolution geoid model using precise GPS observation and
 DG4510.processing techniques.
 DG4510
 DG4510.Photographs are available for this station.
 DG4510
 DG4510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4510
 DG4510.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4510
 DG4510.The ellipsoidal height was determined by GPS observations
 DG4510.and is referenced to NAD 83.
 DG4510
 DG4510.The geoid height was determined by GEOID03.
 DG4510
 DG4510;                    North         East     Units Scale Factor Converg.
 DG4510;SPC NC       -   179,838.200   767,843.828   MT  0.99987433   +1 00 18.3
 DG4510;SPC NC       -   590,019.16  2,519,167.63   sFT  0.99987433   +1 00 18.3
 DG4510;UTM  18      - 3,915,161.165   294,782.881   MT  1.00011902   -1 18 27.0
 DG4510
 DG4510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4510!SPC NC       -   1.00000470  x   0.99987433  =   0.99987903
 DG4510!UTM  18      -   1.00000470  x   1.00011902  =   1.00012372
 DG4510
 DG4510                          SUPERSEDED SURVEY CONTROL
 DG4510
 DG4510  NAD 83(1986)-  35 21 31.23433(N)    077 15 31.04050(W) AD(       ) 1
 DG4510  NAD 83(2001)-  35 21 31.22326(N)    077 15 31.03115(W) AD(       ) 1
 DG4510  ELLIP H (02/27/04)  -29.941  (m)                       GP(       ) 4 1
 DG4510
 DG4510.Superseded values are not recommended for survey control.
 DG4510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4510.See file dsdata.txt to determine how the superseded data were derived.
 DG4510
 DG4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9478315161(NAD 83)
 DG4510_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4510_STAMPING: BEAVER 2003
 DG4510_MARK LOGO: NCGS  
 DG4510_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4510+STABILITY: SURFACE MOTION
 DG4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4510+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4510
 DG4510  HISTORY     - Date     Condition        Report By
 DG4510  HISTORY     - 2003     MONUMENTED       NCGS
 DG4510
 DG4510                          STATION DESCRIPTION
 DG4510
 DG4510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4510'STATION IS LOCATED ABOUT 11.9 MI (19.2 KM) SOUTHEAST OF AYDEN AND 1.5
 DG4510'MI (2.4 KM) SOUTH-SOUTHWEST OF CLAYROOT.
 DG4510'PROCEED ALONG NC 118 FOR 6.8 MI (10.9 KM) WEST FROM INTERSECTION OF NC
 DG4510'43 (NORTH OF VANCEBORO) TO SR 1465 (BEAVER DAM RD), THENCE NORTH ON SR
 DG4510'1465 FOR 0.5 MI (0.8 KM) TO PITT COUNTY LINE AND SR 1931 (BEAVER DAM
 DG4510'RD), CONTINUE ALONG SR 1931 FOR 0.4 MI (0.6 KM) TO SR 1930 (WALL RD),
 DG4510'THENCE 0.05 MI (0.08 KM) NORTH ALONG SR 1930 TO THE STATION, ACROSS
 DG4510'THE DITCH.
 DG4510'LOCATED 28.7 FT (8.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1930,
 DG4510'22.5 FT (6.9 M) NORTHWEST OF THE WESTERN END OF A CULVERT UNDER DRIVE,
 DG4510'AND 3.5 FT (1.1 M) SOUTH-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3169 ***********************************************************************
 FB3169  DESIGNATION -  BEAVER 2
 FB3169  PID         -  FB3169
 FB3169  STATE/COUNTY-  NC/BUNCOMBE
 FB3169  USGS QUAD   -  WEAVERVILLE (1983)
 FB3169
 FB3169                         *CURRENT SURVEY CONTROL
 FB3169  ___________________________________________________________________
 FB3169* NAD 83(2001)-  35 38 09.43151(N)    082 32 53.86005(W)     ADJUSTED  
 FB3169* NAVD 88     -       646.5    (meters)    2121.     (feet)  VERT ANG  
 FB3169  ___________________________________________________________________
 FB3169  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FB3169  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3169  HORZ ORDER  -  SECOND
 FB3169
 FB3169.The horizontal coordinates were established by classical geodetic methods
 FB3169.and adjusted by the National Geodetic Survey in August 2005.
 FB3169
 FB3169.The orthometric height was determined by vertical angle observations.
 FB3169
 FB3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3169
 FB3169.The geoid height was determined by GEOID03.
 FB3169
 FB3169;                    North         East     Units Scale Factor Converg.
 FB3169;SPC NC       -   214,953.442   288,312.158   MT  0.99989501   -2 02 52.7
 FB3169;SPC NC       -   705,226.42    945,904.14   sFT  0.99989501   -2 02 52.7
 FB3169;UTM  17      - 3,944,675.314   359,811.852   MT  0.99984218   -0 54 08.0
 FB3169
 FB3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3169!SPC NC       -   0.99990321  x   0.99989501  =   0.99979824
 FB3169!UTM  17      -   0.99990321  x   0.99984218  =   0.99974541
 FB3169
 FB3169:                Primary Azimuth Mark                     Grid Az
 FB3169:SPC NC       -  GOLF 2                                   253 16 13.4
 FB3169:UTM  17      -  GOLF 2                                   252 07 28.7
 FB3169
 FB3169|---------------------------------------------------------------------|
 FB3169| PID    Reference Object                     Distance      Geod. Az  |
 FB3169|                                                           dddmmss.s |
 FB3169| FB3172 GOLF 2                              APPROX. 0.7 KM 2511320.7 |
 FB3169|---------------------------------------------------------------------|
 FB3169
 FB3169                          SUPERSEDED SURVEY CONTROL
 FB3169
 FB3169  NAD 83(1995)-  35 38 09.43208(N)    082 32 53.85996(W) AD(       ) 2
 FB3169  NAD 83(1986)-  35 38 09.43868(N)    082 32 53.85800(W) AD(       ) 2
 FB3169  NAD 27      -  35 38 09.04401(N)    082 32 54.39290(W) AD(       ) 2
 FB3169  NGVD 29 (07/19/86)  646.3    (m)         2120.     (f) VERT ANG    3  
 FB3169
 FB3169.Superseded values are not recommended for survey control.
 FB3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3169.See file dsdata.txt to determine how the superseded data were derived.
 FB3169
 FB3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5981244675(NAD 83)
 FB3169_MARKER: DE = TRAVERSE STATION DISK
 FB3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3169_SP_SET: CONCRETE POST
 FB3169_STAMPING: BEAVER 2 1975
 FB3169_MARK LOGO: NCGS  
 FB3169_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3169+STABILITY: SURFACE MOTION
 FB3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3169+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 FB3169
 FB3169  HISTORY     - Date     Condition        Report By
 FB3169  HISTORY     - 1975     MONUMENTED       NCGS
 FB3169  HISTORY     - 19920609 GOOD             NCGS
 FB3169
 FB3169                          STATION DESCRIPTION
 FB3169
 FB3169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3169'BEAVER 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB3169'IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3169'
 FB3169'BEAVER 2 IS LOCATED IN THE BEAVERDAM SECTION OF ASHEVILLE.  TO
 FB3169'REACH STATION FROM INTERSECTION OF U.S. 25 (MERRIMON AVENUE) AND
 FB3169'NC 694 (BEAVERDAM ROAD), PROCEED NE ALONG NC 694 FOR 0.55 MILE
 FB3169'TO STATION ON LEFT, APPROXIMATELY 95 FEET NE OF NORTH ENTRANCE TO
 FB3169'NORTH BRANCH OF YMCA AND APPROXIMATELY 280 FEET SOUTH OF
 FB3169'INTERSECTION OF BEAVERDAM ROAD AND ELK MOUNTAIN SCENIC HIGHWAY.
 FB3169'
 FB3169'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3169'BEAVER 2 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3169'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FB3169'
 FB3169'MARK IS 15.8 FT NW OF C/L OF BEAVERDAM ROAD (694)
 FB3169'
 FB3169'47.7 FT ENE OF CENTER OF BRICK CATCH BASIN (WITHOUT COVER)
 FB3169'
 FB3169'25.8 FT SW OF 10 IN PINE WITH ALUMINUM REF. TAG
 FB3169'
 FB3169'86.8 FT NNE OF PP WITH ALUMINUM REF. TAG
 FB3169'
 FB3169'4.4 FT ESE OF 14 IN PINE WITH ALUMINUM REF. TAG
 FB3169'
 FB3169'BEAVER 1967 DESTROYED
 FB3169'
 FB3169'BEAVER 2 1975 REPLACES BEAVER 1967
 FB3169
 FB3169                          STATION RECOVERY (1992)
 FB3169
 FB3169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3169'RECOVERED IN GOOD CONDITION.  AN AZMUTH MARK HAS BEEN ESTABLISHED FOR
 FB3169'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5553 ***********************************************************************
 AA5553  DESIGNATION -  BEAVER 2 AZ MK
 AA5553  PID         -  AA5553
 AA5553  STATE/COUNTY-  NC/BUNCOMBE
 AA5553  USGS QUAD   -  WEAVERVILLE (1983)
 AA5553
 AA5553                         *CURRENT SURVEY CONTROL
 AA5553  ___________________________________________________________________
 AA5553* NAD 83(2001)-  35 38 15.15077(N)    082 32 53.02235(W)     NO CHECK  
 AA5553* NAVD 88     -       646.     (meters)    2119.     (feet)  VERT ANG  
 AA5553  ___________________________________________________________________
 AA5553  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA5553  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5553  HORZ ORDER  -  SECOND
 AA5553
 AA5553.The horizontal coordinates were established by classical geodetic methods
 AA5553.and adjusted by the National Geodetic Survey in August 2005.
 AA5553.No horizontal observational check was made to the station.
 AA5553
 AA5553.The orthometric height was determined by vertical angle observations.
 AA5553.No vertical observational check was made to the station.
 AA5553
 AA5553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5553
 AA5553.The geoid height was determined by GEOID03.
 AA5553
 AA5553;                    North         East     Units Scale Factor Converg.
 AA5553;SPC NC       -   215,128.825   288,339.517   MT  0.99989519   -2 02 52.2
 AA5553;SPC NC       -   705,801.82    945,993.90   sFT  0.99989519   -2 02 52.2
 AA5553;UTM  17      - 3,944,851.201   359,835.698   MT  0.99984210   -0 54 07.7
 AA5553
 AA5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5553!SPC NC       -   0.99990330  x   0.99989519  =   0.99979850
 AA5553!UTM  17      -   0.99990330  x   0.99984210  =   0.99974542
 AA5553
 AA5553                          SUPERSEDED SURVEY CONTROL
 AA5553
 AA5553  NAD 83(1995)-  35 38 15.15134(N)    082 32 53.02227(W) AD(       ) 2
 AA5553  NAD 83(1986)-  35 38 15.15792(N)    082 32 53.02025(W) AD(       ) 2
 AA5553  NGVD 29 (03/11/98)  646.     (m)         2119.     (f) VERT ANG    3  
 AA5553
 AA5553.Superseded values are not recommended for survey control.
 AA5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5553.See file dsdata.txt to determine how the superseded data were derived.
 AA5553
 AA5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5983644851(NAD 83)
 AA5553_MARKER: DZ = AZIMUTH MARK DISK
 AA5553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5553_SP_SET: CONCRETE POST
 AA5553_STAMPING: BEAVER 2 1992
 AA5553_MARK LOGO: NCGS  
 AA5553_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5553+STABILITY: SURFACE MOTION
 AA5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5553+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5553
 AA5553  HISTORY     - Date     Condition        Report By
 AA5553  HISTORY     - 1991     MONUMENTED       NCGS
 AA5553
 AA5553                          STATION DESCRIPTION
 AA5553
 AA5553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5553'STATION IS LOCATED IN NORTH ASHEVILLE AT THE COUNTRY CLUB GOLF COURSE.
 AA5553'PROCEED ALONG SR 2053 (BEAVERDAM ROAD) FOR 0.7 MI (1.1 KM) NORTHEAST
 AA5553'FROM US 25 (MERRIMON AVENUE), THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG
 AA5553'SR 2230 (ELK MOUNTAIN SCENIC HIGHWAY) TO INGLEWOOD AVENUE AND STATION
 AA5553'AT SERVICE ENTRANCE TO GOLF COURSE. MARK IS ABOUT LEVEL WITH ROAD AND
 AA5553'FLUSH WITH GROUND. LOCATED 59.8 FT (18.2 M) WEST OF THE CENTERLINE OF
 AA5553'ELK MTN SCENIC HIGHWAY, 16.3 FT (5.0 M) SOUTH OF THE CENTERLINE OF
 AA5553'INGLEWOOD AVENUE, 31.8 FT (9.7 M) EAST-NORTHEAST OF AN 18-INCH CEDAR,
 AA5553'47.0 FT (14.3 M) NORTH-NORTHWEST OF A 22-INCH SPRUCE, AND 52.2 FT
 AA5553'(15.9 M) SOUTH-SOUTHWEST OF A UTILITY POLE (ACROSS STREET) WITH A
 AA5553'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2338 ***********************************************************************
 EB2338  DESIGNATION -  BEAVER AZ MK 2
 EB2338  PID         -  EB2338
 EB2338  STATE/COUNTY-  NC/COLUMBUS
 EB2338  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2338
 EB2338                         *CURRENT SURVEY CONTROL
 EB2338  ___________________________________________________________________
 EB2338* NAD 83(2001)-  34 14 12.88087(N)    078 47 16.74251(W)     NO CHECK  
 EB2338* NAVD 88     -        25.4    (meters)      83.     (feet)  VERT ANG  
 EB2338  ___________________________________________________________________
 EB2338  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 EB2338  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EB2338  HORZ ORDER  -  THIRD
 EB2338
 EB2338.The horizontal coordinates were established by classical geodetic methods
 EB2338.and adjusted by the National Geodetic Survey in August 2005.
 EB2338.No horizontal observational check was made to the station.
 EB2338
 EB2338.The orthometric height was determined by vertical angle observations.
 EB2338
 EB2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2338
 EB2338.The geoid height was determined by GEOID03.
 EB2338
 EB2338;                    North         East     Units Scale Factor Converg.
 EB2338;SPC NC       -    54,036.349   629,134.260   MT  1.00002810   +0 07 20.5
 EB2338;SPC NC       -   177,284.26  2,064,084.65   sFT  1.00002810   +0 07 20.5
 EB2338;UTM  17      - 3,790,637.945   703,724.755   MT  1.00011163   +1 14 41.8
 EB2338
 EB2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2338!SPC NC       -   1.00000143  x   1.00002810  =   1.00002953
 EB2338!UTM  17      -   1.00000143  x   1.00011163  =   1.00011306
 EB2338
 EB2338                          SUPERSEDED SURVEY CONTROL
 EB2338
 EB2338  NAD 83(1986)-  34 14 12.89073(N)    078 47 16.74733(W) AD(       ) 2
 EB2338  NAD 83(1986)-  34 14 12.88673(N)    078 47 16.74629(W) AD(       ) 3
 EB2338  NAD 27      -  34 14 12.27815(N)    078 47 17.67617(W) AD(       ) 3
 EB2338  NGVD 29 (07/19/86)   25.7    (m)           84.     (f) VERT ANG    3  
 EB2338
 EB2338.Superseded values are not recommended for survey control.
 EB2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2338.See file dsdata.txt to determine how the superseded data were derived.
 EB2338
 EB2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0372590638(NAD 83)
 EB2338_MARKER: DZ = AZIMUTH MARK DISK
 EB2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2338_SP_SET: CONCRETE POST
 EB2338_STAMPING: BEAVER 1942 1980
 EB2338_MARK LOGO: NGS   
 EB2338_PROJECTION: FLUSH
 EB2338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2338+STABILITY: SURFACE MOTION
 EB2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2338+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998
 EB2338
 EB2338  HISTORY     - Date     Condition        Report By
 EB2338  HISTORY     - 1980     MONUMENTED       NGS
 EB2338  HISTORY     - 19980112 GOOD             NCGS
 EB2338
 EB2338                          STATION DESCRIPTION
 EB2338
 EB2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EB2338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 130 AND
 EB2338'U.S. HIGHWAY 701 BUSINESS, ABOUT 1.5 MILES SOUTH OF THE CENTER OF
 EB2338'WHITEVILLE, GO SOUTH ON U.S. HIGHWAY 701 FOR 6.25 MILES TO SECONDARY
 EB2338'ROAD 1324 ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON SR 1324
 EB2338'FOR 2.25 MILES TO THE AZIMUTH MARK ON THE RIGHT IN THE BACK YARD OF
 EB2338'MR. LEWIS MC PHERSONS HOME.
 EB2338'
 EB2338'AZIMUTH MARK IS A STANDARD DISK STAMPED---BEAVER 1942 1980---SET
 EB2338'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 EB2338'WITH THE GROUND.  IT IS 140 FEET NORTHEAST OF THE CENTERLINE OF SR
 EB2338'1324, 98 FEET NORTH OF THE SOUTHWEST CORNER OF THE MC PHERSON HOUSE,
 EB2338'83 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER, 50.5 FEET
 EB2338'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MOBILE HOME AND 4 FEET
 EB2338'SOUTH OF A FENCE AT THE EDGE OF A CULTIVATED FIELD.
 EB2338
 EB2338                          STATION RECOVERY (1998)
 EB2338
 EB2338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EB2338'TODAY THE STATION SETS JUST BEHIND A TRAILER UNDER THE EAST SIDE OF A
 EB2338'HYBISCUS BUSH. MARK IS 57.2 FT (17.4 M) NORTH OF THE NORTHEAST CORNER
 EB2338'OF TRAILER, 56.5 FT (17.2 M) EAST OF THE NORTHWEST CORNER OF TRAILER,
 EB2338'AND 13.3 FT (4.1 M) WEST OF A 12-INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5554 ***********************************************************************
 AA5554  DESIGNATION -  BEAVER CREEK
 AA5554  PID         -  AA5554
 AA5554  STATE/COUNTY-  NC/BUNCOMBE
 AA5554  USGS QUAD   -  ENKA (1990)
 AA5554
 AA5554                         *CURRENT SURVEY CONTROL
 AA5554  ___________________________________________________________________
 AA5554* NAD 83(2007)-  35 30 57.34267(N)    082 41 29.64966(W)     ADJUSTED  
 AA5554* NAVD 88     -       717.0    (meters)    2352.     (feet)  GPS OBS   
 AA5554  ___________________________________________________________________
 AA5554  EPOCH DATE  -        2002.00
 AA5554  X           -     661,233.400 (meters)                     COMP
 AA5554  Y           -  -5,155,714.895 (meters)                     COMP
 AA5554  Z           -   3,685,006.006 (meters)                     COMP
 AA5554  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 AA5554  ELLIP HEIGHT-         687.537 (meters)          (02/10/07) ADJUSTED
 AA5554  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 AA5554
 AA5554  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5554  Type    PID    Designation                      North   East  Ellip
 AA5554  -------------------------------------------------------------------
 AA5554  NETWORK AA5554 BEAVER CREEK                      0.51   0.39   1.20
 AA5554  -------------------------------------------------------------------
 AA5554
 AA5554.The horizontal coordinates were established by GPS observations
 AA5554.and adjusted by the National Geodetic Survey in February 2007.
 AA5554
 AA5554.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5554.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5554.The horizontal coordinates are valid at the epoch date displayed above.
 AA5554.The epoch date for horizontal control is a decimal equivalence
 AA5554.of Year/Month/Day.
 AA5554
 AA5554.The orthometric height was determined by GPS observations and a
 AA5554.high-resolution geoid model.
 AA5554
 AA5554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5554
 AA5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5554
 AA5554.The ellipsoidal height was determined by GPS observations
 AA5554.and is referenced to NAD 83.
 AA5554
 AA5554.The geoid height was determined by GEOID03.
 AA5554
 AA5554;                    North         East     Units Scale Factor Converg.
 AA5554;SPC NC       -   202,120.321   274,849.798   MT  0.99988318   -2 07 50.4
 AA5554;SPC NC       -   663,123.09    901,736.38   sFT  0.99988318   -2 07 50.4
 AA5554;UTM  17      - 3,931,575.646   346,609.318   MT  0.99988995   -0 58 58.3
 AA5554
 AA5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5554!SPC NC       -   0.99989210  x   0.99988318  =   0.99977529
 AA5554!UTM  17      -   0.99989210  x   0.99988995  =   0.99978206
 AA5554
 AA5554                          SUPERSEDED SURVEY CONTROL
 AA5554
 AA5554  NAD 83(2001)-  35 30 57.34280(N)    082 41 29.64970(W) AD(       ) 1
 AA5554  ELLIP H (03/13/03)  687.538  (m)                       GP(       ) 4 2
 AA5554  NAD 83(1995)-  35 30 57.34347(N)    082 41 29.64958(W) AD(       ) 1
 AA5554  NAD 83(1986)-  35 30 57.34995(N)    082 41 29.64959(W) AD(       ) 1
 AA5554  NGVD 29 (09/30/94)  717.0    (m)         2352.     (f) GPS OBS     3  
 AA5554
 AA5554.Superseded values are not recommended for survey control.
 AA5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5554.See file dsdata.txt to determine how the superseded data were derived.
 AA5554
 AA5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4660931576(NAD 83)
 AA5554_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5554_SP_SET: CONCRETE POST
 AA5554_STAMPING: BEAVER CREEK 1991
 AA5554_MARK LOGO: NCGS  
 AA5554_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5554+STABILITY: SURFACE MOTION
 AA5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5554+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5554
 AA5554  HISTORY     - Date     Condition        Report By
 AA5554  HISTORY     - 1991     MONUMENTED       NCGS
 AA5554
 AA5554                          STATION DESCRIPTION
 AA5554
 AA5554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5554'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) SOUTH OF CANDLER AND 9.6 MI
 AA5554'(15.4 KM) SOUTHWEST OF ASHEVILLE. PROCEED ALONG NC 151 (PISGAH
 AA5554'HIGHWAY) FOR 0.9 MI (1.4 KM) SOUTH FROM US 19-23-74 (IN CANDLER),
 AA5554'THENCE SOUTH FOR 1.25 MI (2.01 KM) ALONG SR 3449 (BEAVERDAM ROAD),
 AA5554'THENCE SOUTHWEST FOR 0.4 MI (0.6 KM) ALONG SR 3446 (BENNETT ROAD) TO A
 AA5554'PASTURE GATE, THENCE WEST THROUGH GATE FOR 0.2 MI (0.3 KM) TO CONCRETE
 AA5554'POWER POLES AT TOP OF HILL AND STATION 28 FEET EAST. MARK IS ABOUT
 AA5554'FLUSH WITH GROUND.  LOCATED 32.7 FT (10.0 M) EAST-SOUTHEAST OF THE
 AA5554'NORTH MOST CONCRETE POWER POLE, 27.7 FT (8.4 M) EAST-NORTHEAST OF THE
 AA5554'MIDDLE CONCRETE POWER POLE, 36.7 FT (11.2 M) NORTHEAST OF THE SOUTH
 AA5554'MOST CONCRETE POWER POLE, AND 181.0 FT (55.2 M) NORTH OF A PROPERTY
 AA5554'IRON AT RIDGE TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5555 ***********************************************************************
 AA5555  DESIGNATION -  BEAVER CREEK AZ MK
 AA5555  PID         -  AA5555
 AA5555  STATE/COUNTY-  NC/BUNCOMBE
 AA5555  USGS QUAD   -  ENKA (1990)
 AA5555
 AA5555                         *CURRENT SURVEY CONTROL
 AA5555  ___________________________________________________________________
 AA5555* NAD 83(2001)-  35 31 13.60264(N)    082 40 43.93893(W)     NO CHECK  
 AA5555* NAVD 88     -       728.     (meters)    2388.     (feet)  VERT ANG  
 AA5555  ___________________________________________________________________
 AA5555  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AA5555  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AA5555  HORZ ORDER  -  SECOND
 AA5555
 AA5555.The horizontal coordinates were established by classical geodetic methods
 AA5555.and adjusted by the National Geodetic Survey in August 2005.
 AA5555.No horizontal observational check was made to the station.
 AA5555
 AA5555.The orthometric height was determined by vertical angle observations.
 AA5555.No vertical observational check was made to the station.
 AA5555
 AA5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5555
 AA5555.The geoid height was determined by GEOID03.
 AA5555
 AA5555;                    North         East     Units Scale Factor Converg.
 AA5555;SPC NC       -   202,578.298   276,019.237   MT  0.99988355   -2 07 24.0
 AA5555;SPC NC       -   664,625.63    905,573.11   sFT  0.99988355   -2 07 24.0
 AA5555;UTM  17      - 3,932,056.959   347,769.354   MT  0.99988558   -0 58 32.2
 AA5555
 AA5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5555!SPC NC       -   0.99989038  x   0.99988355  =   0.99977394
 AA5555!UTM  17      -   0.99989038  x   0.99988558  =   0.99977597
 AA5555
 AA5555                          SUPERSEDED SURVEY CONTROL
 AA5555
 AA5555  NAD 83(1995)-  35 31 13.60331(N)    082 40 43.93880(W) AD(       ) 2
 AA5555  NAD 83(1986)-  35 31 13.60967(N)    082 40 43.93876(W) AD(       ) 2
 AA5555  NGVD 29 (03/11/98)  728.     (m)         2388.     (f) VERT ANG    3  
 AA5555
 AA5555.Superseded values are not recommended for survey control.
 AA5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5555.See file dsdata.txt to determine how the superseded data were derived.
 AA5555
 AA5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4776932057(NAD 83)
 AA5555_MARKER: DZ = AZIMUTH MARK DISK
 AA5555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5555_SP_SET: CONCRETE POST
 AA5555_STAMPING: BEAVER CREEK 1991
 AA5555_MARK LOGO: NCGS  
 AA5555_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5555+STABILITY: SURFACE MOTION
 AA5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5555+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5555
 AA5555  HISTORY     - Date     Condition        Report By
 AA5555  HISTORY     - 1991     MONUMENTED       NCGS
 AA5555
 AA5555                          STATION DESCRIPTION
 AA5555
 AA5555'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5555'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH OF CANDLER AND 8.8 MI
 AA5555'(14.2 KM) SOUTHWEST OF ASHEVILLE. PROCEED ALONG NC 151 (PISGAH
 AA5555'HIGHWAY) FOR 0.9 MI (1.4 KM) SOUTH FROM US 19-23-74 (IN CANDLER),
 AA5555'THENCE SOUTH FOR 1.25 MI (2.01 KM) ALONG SR 3449 (BEAVERDAM ROAD),
 AA5555'THENCE NORTHEAST FOR 0.6 MI (1.0 KM) ALONG SR 3446 (BENNETT ROAD),
 AA5555'THENCE SOUTH FOR 0.45 MI (0.72 KM) ALONG 3437 (CASE COVE ROAD) TO
 AA5555'POWER LINE CROSSING, AND STATION, EAST OF ROAD ON A BANK AT EDGE OF
 AA5555'RIGHT-OF-WAY CLEARING. MARK IS ABOUT 4 FEET HIGHER THAN ROAD AND FLUSH
 AA5555'WITH GROUND. LOCATED 24.5 FT (7.5 M) EAST-NORTHEAST OF THE CENTERLINE
 AA5555'OF THE ROAD--AND 34.5 FT (10.5 M) SOUTH-SOUTHEAST OF A TELEPHONE
 AA5555'PEDESTAL--8--, 14.8 FT (4.5 M) SOUTH-SOUTHEAST OF AN 8-INCH VIRGINIA
 AA5555'PINE, 71.4 FT (21.8 M) WEST OF A POWER POLE, AND 81.0 FT (24.7 M)
 AA5555'WEST-NORTHWEST OF A POWER POLE (72)--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2332 ***********************************************************************
 EB2332  DESIGNATION -  BEAVER RESET
 EB2332  PID         -  EB2332
 EB2332  STATE/COUNTY-  NC/COLUMBUS
 EB2332  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2332
 EB2332                         *CURRENT SURVEY CONTROL
 EB2332  ___________________________________________________________________
 EB2332* NAD 83(2001)-  34 14 25.38636(N)    078 47 40.76881(W)     ADJUSTED  
 EB2332* NAVD 88     -        30.9    (meters)     101.     (feet)  H LEVEL   
 EB2332  ___________________________________________________________________
 EB2332  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB2332  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EB2332  HORZ ORDER  -  SECOND
 EB2332
 EB2332.The horizontal coordinates were established by classical geodetic methods
 EB2332.and adjusted by the National Geodetic Survey in August 2005.
 EB2332
 EB2332.The orthometric height was determined by differential leveling
 EB2332.between control points not connected to bench marks.
 EB2332
 EB2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2332
 EB2332.The geoid height was determined by GEOID03.
 EB2332
 EB2332;                    North         East     Units Scale Factor Converg.
 EB2332;SPC NC       -    54,420.398   628,518.590   MT  1.00002704   +0 07 06.7
 EB2332;SPC NC       -   178,544.26  2,062,064.74   sFT  1.00002704   +0 07 06.7
 EB2332;UTM  17      - 3,791,009.887   703,101.627   MT  1.00010850   +1 14 28.7
 EB2332
 EB2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2332!SPC NC       -   1.00000057  x   1.00002704  =   1.00002761
 EB2332!UTM  17      -   1.00000057  x   1.00010850  =   1.00010907
 EB2332
 EB2332|---------------------------------------------------------------------|
 EB2332| PID    Reference Object                     Distance      Geod. Az  |
 EB2332|                                                           dddmmss.s |
 EB2332| EB0631 D 228                                 3.398 METERS 00244     |
 EB2332| EB3156 BEAVER RM 1                          32.424 METERS 09500     |
 EB2332| EB3158 BEAVER RM 3                          17.526 METERS 10054     |
 EB2332| EB3155 BEAVER AZ MK                                       1103609.8 |
 EB2332| EB2338 BEAVER AZ MK 2                      APPROX. 0.7 KM 1220426.3 |
 EB2332| EB3159 BEAVER RM 4                          29.551 METERS 18400     |
 EB2332| EB3157 BEAVER RM 2                          29.586 METERS 18406     |
 EB2332| EB2295 GODWIN                              332.522 METERS 29154     |
 EB2332|---------------------------------------------------------------------|
 EB2332
 EB2332                          SUPERSEDED SURVEY CONTROL
 EB2332
 EB2332  NAD 83(1986)-  34 14 25.39571(N)    078 47 40.77274(W) AD(       ) 2
 EB2332  NAD 83(1986)-  34 14 25.39228(N)    078 47 40.77279(W) AD(       ) 2
 EB2332  NAD 27      -  34 14 24.78400(N)    078 47 41.70200(W) AD(       ) 2
 EB2332
 EB2332.Superseded values are not recommended for survey control.
 EB2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2332.See file dsdata.txt to determine how the superseded data were derived.
 EB2332
 EB2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0310291010(NAD 83)
 EB2332_MARKER: DS = TRIANGULATION STATION DISK
 EB2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2332_STAMPING: BEAVER 1942 1980
 EB2332_MARK LOGO: NGS   
 EB2332_PROJECTION: FLUSH
 EB2332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2332+STABILITY: SURFACE MOTION
 EB2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2332+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998
 EB2332
 EB2332  HISTORY     - Date     Condition        Report By
 EB2332  HISTORY     - 1980     MONUMENTED       NGS
 EB2332  HISTORY     - 19980112 GOOD             NCGS
 EB2332
 EB2332                          STATION DESCRIPTION
 EB2332
 EB2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EB2332'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION ABOUT
 EB2332'1 FOOT BELOW THE SURFACE.  REFERENCE MARK 1 WAS DESTROYED BY
 EB2332'CONSTRUCTION AROUND THE CHURCH REFERENCE MARK 2 WAS RECOVERED WITH
 EB2332'THE TOP CRACKED AND THE DISK WAS CLAIMED.  THE AZIMUTH MARK WAS
 EB2332'DESTROYED BY A GRADER DIGGING A DITCH REFERENCE MARK 3 WAS ESTABLISHED
 EB2332'AND THE OLD MONUMENT WAS USED TO ESTABLISH REFERENCE MARK 4.  THE
 EB2332'UNDERGROUND WAS SET 4 FEET BELOW THE SURFACE AND A NEW SURFACE MARK
 EB2332'WAS SET AT THE STATION.  A NEW AZIMUTH MARK WAS SET AND A POLARIS WAS
 EB2332'OBSERVED.
 EB2332'
 EB2332'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EB2332'
 EB2332'THE STATION IS ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF WHITEVILLE
 EB2332'2-1/2 MILES WEST OF U.S. HIGHWAY 701, IN THE VILLAGE OF BEAVER DAM
 EB2332'AND ON THE GROUNDS OF THE BEAVER DAM FIRST BAPTIST CHURCH.
 EB2332'
 EB2332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 130 AND
 EB2332'U.S. HIGHWAY 701 BUSINESS, ABOUT 1.5 MILES SOUTH OF THE CENTER OF
 EB2332'WHITEVILLE, GO SOUTH ON U.S. HIGHWAY 701 FOR 6.25 MILES TO SECONDARY
 EB2332'ROAD 1324 ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON SR 1324
 EB2332'FOR 2.25 MILES TO THE AZIMUTH MARK ON THE RIGHT IN THE BACK YARD OF
 EB2332'MR. LEWIS MC PHERSONS HOME.  CONTINUE WESTERLY FOR 0.45 MILE TO THE
 EB2332'CHURCH AND THE STATION ON THE LEFT.
 EB2332'
 EB2332'STATION MARKS ARE STANDARD DISKS STAMPED---BEAVER 1942 1980---THE
 EB2332'SURFACE DISK IS SET IN THE TOP OF A 15-INCH CYLINDRICAL CONCRETE
 EB2332'MONUMENT THAT FLUSH WITH THE WEST EDGE OF THE PAVED PARKING LOT
 EB2332'OF THE CHURCH.  IT IS 81.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EB2332'THE CHURCH, 58 FEET WEST OF THE NORTH WEST CORNER OF A BRICK
 EB2332'CONSTRUCTED SIGN THAT BEARS THE NAME OF THE CHURCH UNDER GLASS INSERT,
 EB2332'56.5 FEET SOUTH OF THE CENTERLINE OF SR 1324 AND 9.5 FEET
 EB2332'NORTHEAST OF A 30-INCH PECAN TREE.  UNDERGROUND DISK SET IN
 EB2332'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 EB2332'
 EB2332'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BEAVER 1942 NO 3
 EB2332'1980---1 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EB2332'THAT IS FLUSH WITH THE GROUND.  IT 58.5 FEET NORTH WEST OF THE CENTER
 EB2332'OF THE MAIN-DOUBLE DOOR ENTRANCE TO THE CHURCH, 52.8 FEET NORTH OF
 EB2332'THE NORTHWEST CORNER OF THE CHURCH, 49.5 FEET SOUTH OF THE
 EB2332'CENTERLINE OF SR 1324, 1.9 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EB2332'BRICK SIGN AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EB2332'
 EB2332'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BEAVER 1942 NO 4
 EB2332'1980---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EB2332'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 67.2 FEET SOUTHWEST OF
 EB2332'THE NORTH WEST CORNER OF THE CHURCH, 50.5 NORTHWEST OF THE SOUTHWEST
 EB2332'CORNER OF THE CHURCH, 2 FEET SOUTHWEST OF THE NORTH END OF A
 EB2332'CONCRETE PIPE CULVERT AND ABOUT THE SAME ELEVATION AS THE STATION
 EB2332'MARK.
 EB2332'
 EB2332'AZIMUTH MARK IS A STANDARD DISK STAMPED---BEAVER 1942 1980---SET
 EB2332'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 EB2332'WITH THE GROUND.  IT IS 140 FEET NORTHEAST OF THE CENTERLINE OF SR
 EB2332'1324, 98 FEET NORTH OF THE SOUTHWEST CORNER OF THE MC PHERSON HOUSE,
 EB2332'83 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER, 50.5 FEET
 EB2332'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MOBILE HOME AND 4 FEET
 EB2332'SOUTH OF A FENCE AT THE EDGE OF A CULTIVATED FIELD.
 EB2332
 EB2332                          STATION RECOVERY (1998)
 EB2332
 EB2332'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EB2332'LARGE PINE HAS BEEN CUT DOWN AND THE CHURCH HAS A NEW SIGN IN A NEW
 EB2332'PLACE. MARK IS 110.8 FT (33.8 M) WEST-NORTHWEST OF THE NORTHWEST
 EB2332'CORNER OF BRICK CHURCH SIGN AND 48.9 FT (14.9 M) NORTHWEST OF LIGHT
 EB2332'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3158 ***********************************************************************
 EB3158  DESIGNATION -  BEAVER RM 3
 EB3158  PID         -  EB3158
 EB3158  STATE/COUNTY-  NC/COLUMBUS
 EB3158  USGS QUAD   -  TABOR CITY EAST (1962)
 EB3158
 EB3158                         *CURRENT SURVEY CONTROL
 EB3158  ___________________________________________________________________
 EB3158* NAD 83(2007)-  34 14 25.28138(N)    078 47 40.09404(W)     ADJUSTED  
 EB3158* NAVD 88     -        30.8    (meters)     101.     (feet)  GPS OBS   
 EB3158  ___________________________________________________________________
 EB3158  EPOCH DATE  -        2002.00
 EB3158  X           -   1,025,726.878 (meters)                     COMP
 EB3158  Y           -  -5,177,676.714 (meters)                     COMP
 EB3158  Z           -   3,568,516.414 (meters)                     COMP
 EB3158  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB3158  ELLIP HEIGHT-          -3.725 (meters)          (02/10/07) ADJUSTED
 EB3158  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 EB3158
 EB3158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB3158  Type    PID    Designation                      North   East  Ellip
 EB3158  -------------------------------------------------------------------
 EB3158  NETWORK EB3158 BEAVER RM 3                       0.76   0.74   1.98
 EB3158  -------------------------------------------------------------------
 EB3158
 EB3158.The horizontal coordinates were established by GPS observations
 EB3158.and adjusted by the National Geodetic Survey in February 2007.
 EB3158
 EB3158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB3158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB3158.The horizontal coordinates are valid at the epoch date displayed above.
 EB3158.The epoch date for horizontal control is a decimal equivalence
 EB3158.of Year/Month/Day.
 EB3158
 EB3158.The orthometric height was determined by GPS observations and a
 EB3158.high-resolution geoid model.
 EB3158
 EB3158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB3158
 EB3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3158
 EB3158.The ellipsoidal height was determined by GPS observations
 EB3158.and is referenced to NAD 83.
 EB3158
 EB3158.The geoid height was determined by GEOID03.
 EB3158
 EB3158;                    North         East     Units Scale Factor Converg.
 EB3158;SPC NC       -    54,417.199   628,535.865   MT  1.00002705   +0 07 07.1
 EB3158;SPC NC       -   178,533.76  2,062,121.42   sFT  1.00002705   +0 07 07.1
 EB3158;UTM  17      - 3,791,007.027   703,118.963   MT  1.00010859   +1 14 29.0
 EB3158
 EB3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3158!SPC NC       -   1.00000058  x   1.00002705  =   1.00002763
 EB3158!UTM  17      -   1.00000058  x   1.00010859  =   1.00010917
 EB3158
 EB3158                          SUPERSEDED SURVEY CONTROL
 EB3158
 EB3158  NAD 83(1986)-  34 14 25.28813(N)    078 47 40.10022(W) AD(       ) 1
 EB3158  NAD 83(2001)-  34 14 25.28155(N)    078 47 40.09379(W) AD(       ) 1
 EB3158  ELLIP H (05/12/05)   -3.723  (m)                       GP(       ) 4 1
 EB3158
 EB3158.Superseded values are not recommended for survey control.
 EB3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3158.See file dsdata.txt to determine how the superseded data were derived.
 EB3158
 EB3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0311991007(NAD 83)
 EB3158_MARKER: DR = REFERENCE MARK DISK
 EB3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3158_STAMPING: BEAVER NO 3 1942 1980
 EB3158_MARK LOGO: CGS   
 EB3158_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3158+STABILITY: SURFACE MOTION
 EB3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3158+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1998
 EB3158
 EB3158  HISTORY     - Date     Condition        Report By
 EB3158  HISTORY     - 1980     MONUMENTED       NGS
 EB3158  HISTORY     - 1985     GOOD             USPSQD
 EB3158  HISTORY     - 19980112 GOOD             NCGS
 EB3158
 EB3158                          STATION DESCRIPTION
 EB3158
 EB3158'DESCRIBED BY US POWER SQUADRON 1985 (BHL)
 EB3158'RECOVERED IN GOOD CONDITION.
 EB3158
 EB3158                          STATION RECOVERY (1998)
 EB3158
 EB3158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EB3158'LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF WHITEVILLE, AT
 EB3158'BEAVER DAM FIRST BAPTIST CHURCH. TO REACH FROM THE INTERSECTION OF US
 EB3158'701 AND NC 130 (2.5-MILES SOUTH OF WHITEVILLE) PROCEED 6.25 MI (10.06
 EB3158'KM) SOUTH ALONG US 701, THENCE WEST ALONG SR 1324 (BEAVERDAM ROAD) TO
 EB3158'CHURCH. MARK IS 1-INCH BELOW THE SURFACE OF THE GROUND, 49.5 FT (15.1
 EB3158'M) SOUTH OF THE CENTERLINE OF ROAD, 57.50 FT (17.53 M) EAST OF
 EB3158'TRIANGULATION STATION---BEAVER, 58.5 FT (17.8 M) NORTHWEST OF CENTER
 EB3158'OF THE MAIN (DOUBLE DOOR) ENTRANCE OF THE CHURCH, 52.8 FT (16.1 M)
 EB3158'NORTH OF THE NORTHWEST CORNER OF THE CHURCH, 53.5 FT (16.3 M)
 EB3158'WEST-NORTHWEST OF THE NORTHWEST CORNER OF BRICK SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0882 ***********************************************************************
 EA0882  DESIGNATION -  BEAVERDAM
 EA0882  PID         -  EA0882
 EA0882  STATE/COUNTY-  NC/BRUNSWICK
 EA0882  USGS QUAD   -  WILMINGTON (1979)
 EA0882
 EA0882                         *CURRENT SURVEY CONTROL
 EA0882  ___________________________________________________________________
 EA0882* NAD 83(2001)-  34 07 54.24924(N)    077 58 56.09969(W)     ADJUSTED  
 EA0882* NAVD 88     -         3.198  (meters)      10.49   (feet)  ADJUSTED  
 EA0882  ___________________________________________________________________
 EA0882  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 EA0882  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 EA0882  DYNAMIC HT  -           3.195 (meters)      10.48  (feet)  COMP
 EA0882  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 EA0882
 EA0882  HORZ ORDER  -  SECOND
 EA0882  VERT ORDER  -  SECOND    CLASS II
 EA0882
 EA0882.The horizontal coordinates were established by classical geodetic methods
 EA0882.and adjusted by the National Geodetic Survey in August 2005.
 EA0882
 EA0882.The orthometric height was determined by differential leveling
 EA0882.and adjusted in June 1991.
 EA0882
 EA0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0882
 EA0882.The geoid height was determined by GEOID03.
 EA0882
 EA0882.The dynamic height is computed by dividing the NAVD 88
 EA0882.geopotential number by the normal gravity value computed on the
 EA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0882.degrees latitude (g = 980.6199 gals.).
 EA0882
 EA0882.The modeled gravity was interpolated from observed gravity values.
 EA0882
 EA0882;                    North         East     Units Scale Factor Converg.
 EA0882;SPC NC       -    42,829.572   703,484.618   MT  1.00006192   +0 35 14.7
 EA0882;SPC NC       -   140,516.69  2,308,015.78   sFT  1.00006192   +0 35 14.7
 EA0882;UTM  18      - 3,780,780.994   224,975.204   MT  1.00053250   -1 40 27.8
 EA0882;UTM  17      - 3,780,877.298   778,299.764   MT  1.00055485   +1 41 39.6
 EA0882
 EA0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0882!SPC NC       -   1.00000529  x   1.00006192  =   1.00006721
 EA0882!UTM  18      -   1.00000529  x   1.00053250  =   1.00053779
 EA0882!UTM  17      -   1.00000529  x   1.00055485  =   1.00056014
 EA0882
 EA0882|---------------------------------------------------------------------|
 EA0882| PID    Reference Object                     Distance      Geod. Az  |
 EA0882|                                                           dddmmss.s |
 EA0882| EA0881 WOOD                                354.837 METERS 16416     |
 EA0882|---------------------------------------------------------------------|
 EA0882
 EA0882                          SUPERSEDED SURVEY CONTROL
 EA0882
 EA0882  NAD 83(1986)-  34 07 54.25682(N)    077 58 56.11472(W) AD(       ) 2
 EA0882  NAD 27      -  34 07 53.64011(N)    077 58 57.15589(W) AD(       ) 2
 EA0882  NGVD 29 (??/??/92)    3.522  (m)           11.56   (f) ADJ UNCH    2 2
 EA0882
 EA0882.Superseded values are not recommended for survey control.
 EA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0882.See file dsdata.txt to determine how the superseded data were derived.
 EA0882
 EA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2497580781(NAD 83)
 EA0882_MARKER: DE = TRAVERSE STATION DISK
 EA0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0882+STABILITY: SURFACE MOTION
 EA0882
 EA0882  HISTORY     - Date     Condition        Report By
 EA0882  HISTORY     - 1975     MONUMENTED       NCGS
 EA0882  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EA0882  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 EA0882
 EA0882                          STATION DESCRIPTION
 EA0882
 EA0882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EA0882'BEAVERDAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0882'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 EA0882'
 EA0882'BEAVERDAM IS LOCATED APPROXIMATELY 14.8 MILES NORTH OF SOUTHPORT,
 EA0882'AND 7.4 MILES SSW OF WILMINGTON.  TO REACH STATION FROM INTERSECTION
 EA0882'OF NC 133 WITH SR 1529 NW OF THE ORTON PLANTATION, PROCEED
 EA0882'NORTHERLY ALONG NC 133 FOR 4.6 MILES TO STATION ON THE RIGHT, AT
 EA0882'THE NE SIDE OF A DIRT DRIVEWAY LEADING SE TO A ONE STORY RED AND
 EA0882'WHITE FRAMED HOUSE.  AND 0.1 MILE NORTH OF THE INTERSECTION WITH
 EA0882'SR 1518.
 EA0882'
 EA0882'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0882'BEAVERDAM 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0882'WHICH IS FLUSH WITH THE GROUND.
 EA0882'
 EA0882'MARK IS 26.3 FT ENE OF C/L OF NC 133
 EA0882'
 EA0882'9.5 FT NE OF C/L OF DRIVEWAY
 EA0882'
 EA0882'108.5 FT SE OF 10 IN MAPLE WITH ALUMINUM REF. TAG
 EA0882'
 EA0882'38.2 FT NW OF 6 IN OAK WITH ALUMINUM REF. TAG
 EA0882'
 EA0882'83.0 FT NNE OF 12 IN PINE WITH ALUMINUM REF. TAG
 EA0882'
 EA0882'50.4 FT ENE OF 8 IN PINE WITH ALUMINUM REF. TAG.
 EA0882
 EA0882                          STATION RECOVERY (2001)
 EA0882
 EA0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EA0882'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EA0882
 EA0882                          STATION RECOVERY (2004)
 EA0882
 EA0882'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0882'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 EA0882'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2196 ***********************************************************************
 FX2196  DESIGNATION -  BEAVERDAM
 FX2196  PID         -  FX2196
 FX2196  STATE/COUNTY-  NC/HALIFAX
 FX2196  USGS QUAD   -  DARLINGTON (1974)
 FX2196
 FX2196                         *CURRENT SURVEY CONTROL
 FX2196  ___________________________________________________________________
 FX2196* NAD 83(2007)-  36 16 08.41323(N)    077 43 22.13582(W)     ADJUSTED  
 FX2196* NAVD 88     -        50.478  (meters)     165.61   (feet)  ADJUSTED  
 FX2196  ___________________________________________________________________
 FX2196  EPOCH DATE  -        2002.00
 FX2196  X           -   1,094,764.682 (meters)                     COMP
 FX2196  Y           -  -5,030,667.841 (meters)                     COMP
 FX2196  Z           -   3,752,308.313 (meters)                     COMP
 FX2196  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FX2196  ELLIP HEIGHT-          16.099 (meters)          (02/10/07) ADJUSTED
 FX2196  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 FX2196  DYNAMIC HT  -          50.437 (meters)     165.48  (feet)  COMP
 FX2196
 FX2196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2196  Type    PID    Designation                      North   East  Ellip
 FX2196  -------------------------------------------------------------------
 FX2196  NETWORK FX2196 BEAVERDAM                         0.47   0.45   1.18
 FX2196  -------------------------------------------------------------------
 FX2196  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 FX2196
 FX2196  VERT ORDER  -  SECOND    CLASS I
 FX2196
 FX2196.The horizontal coordinates were established by GPS observations
 FX2196.and adjusted by the National Geodetic Survey in February 2007.
 FX2196
 FX2196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2196.The horizontal coordinates are valid at the epoch date displayed above.
 FX2196.The epoch date for horizontal control is a decimal equivalence
 FX2196.of Year/Month/Day.
 FX2196
 FX2196.The orthometric height was determined by differential leveling
 FX2196.and adjusted in June 1991.
 FX2196
 FX2196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2196
 FX2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2196
 FX2196.The ellipsoidal height was determined by GPS observations
 FX2196.and is referenced to NAD 83.
 FX2196
 FX2196.The geoid height was determined by GEOID03.
 FX2196
 FX2196.The dynamic height is computed by dividing the NAVD 88
 FX2196.geopotential number by the normal gravity value computed on the
 FX2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2196.degrees latitude (g = 980.6199 gals.).
 FX2196
 FX2196.The modeled gravity was interpolated from observed gravity values.
 FX2196
 FX2196;                    North         East     Units Scale Factor Converg.
 FX2196;SPC NC       -   280,187.798   724,364.825   MT  1.00003017   +0 44 13.8
 FX2196;SPC NC       -   919,249.47  2,376,520.26   sFT  1.00003017   +0 44 13.8
 FX2196;UTM  18      - 4,017,225.180   255,407.371   MT  1.00033718   -1 36 41.6
 FX2196
 FX2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2196!SPC NC       -   0.99999747  x   1.00003017  =   1.00002764
 FX2196!UTM  18      -   0.99999747  x   1.00033718  =   1.00033465
 FX2196
 FX2196:                Primary Azimuth Mark                     Grid Az
 FX2196:SPC NC       -  BURNT                                    191 32 48.8
 FX2196:UTM  18      -  BURNT                                    193 53 44.2
 FX2196
 FX2196|---------------------------------------------------------------------|
 FX2196| PID    Reference Object                     Distance      Geod. Az  |
 FX2196|                                                           dddmmss.s |
 FX2196| FX2194 BURNT                               APPROX. 2.3 KM 1921702.6 |
 FX2196|---------------------------------------------------------------------|
 FX2196
 FX2196                          SUPERSEDED SURVEY CONTROL
 FX2196
 FX2196  NAD 83(2001)-  36 16 08.41379(N)    077 43 22.13565(W) AD(       ) 1
 FX2196  ELLIP H (03/13/03)   16.097  (m)                       GP(       ) 4 2
 FX2196  NAD 83(1986)-  36 16 08.42006(N)    077 43 22.14551(W) AD(       ) 1
 FX2196  NAD 83(1993)-  36 16 08.42125(N)    077 43 22.13723(W) AD(       ) 2
 FX2196  NAD 83(1986)-  36 16 08.42083(N)    077 43 22.14500(W) AD(       ) 2
 FX2196  NAD 27      -  36 16 07.87681(N)    077 43 23.23498(W) AD(       ) 2
 FX2196  NAVD 88 (03/10/00)   50.48   (m)          165.6    (f) LEVELING    3  
 FX2196  NGVD 29 (??/??/92)   50.790  (m)          166.63   (f) ADJ UNCH    2 1
 FX2196
 FX2196.Superseded values are not recommended for survey control.
 FX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2196.See file dsdata.txt to determine how the superseded data were derived.
 FX2196
 FX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5540717225(NAD 83)
 FX2196_MARKER: DE = TRAVERSE STATION DISK
 FX2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2196_SP_SET: CONCRETE POST
 FX2196_STAMPING: BEAVERDAM 1973
 FX2196_MARK LOGO: NCGS  
 FX2196_PROJECTION: RECESSED 8 CENTIMETERS
 FX2196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2196+STABILITY: SURFACE MOTION
 FX2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2196+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 FX2196
 FX2196  HISTORY     - Date     Condition        Report By
 FX2196  HISTORY     - 1973     MONUMENTED       NCGS
 FX2196  HISTORY     - 1978     GOOD             NCGS
 FX2196  HISTORY     - 19930414 GOOD             NCGS
 FX2196
 FX2196                          STATION DESCRIPTION
 FX2196
 FX2196'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2196'BEAVERDAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX2196'THE VICINITY OF ENFIELD, NORTH CAROLINA.
 FX2196'
 FX2196'BEAVERDAM IS LOCATED APPROXIMATELY 7.0 MILES NNW OF ENFIELD AND 8.5
 FX2196'MILES WSW OF HALIFAX.  STATION IS LOCATED AT THE NORTHWEST END OF
 FX2196'THE NC 561 OVERPASS BRIDGE OF I-95, AND 0.8 MILE WEST OF SMALL
 FX2196'COMMUNITY OF BEAVERDAM.
 FX2196'
 FX2196'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FX2196'BEAVERDAM 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FX2196'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FX2196'
 FX2196'MARK IS
 FX2196'17.4 FEET NW OF C/L OF NC 561.
 FX2196'2.5 FEET W OF W END OF NW OF BRIDGE RAIL.
 FX2196'4.4 FEET N OF 4X4 BRIDGE POST GUARD WITH ALUMINUM REF. TAG.
 FX2196'4.5 FEET NE OF WESTERNMOST CURB.
 FX2196'3.0 FEET SSW OF END OF WING WALL CURB.
 FX2196
 FX2196                          STATION RECOVERY (1978)
 FX2196
 FX2196'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2196'7.0 MI NNW FROM ENFIELD.
 FX2196'STATION IS LOCATED AT THE NORTHWEST END OF THE NC 561 OVERPASS BRIDGE
 FX2196'OF I 95, AND 0.8 MILE WEST OF SMALL COMMUNITY OF BEAVERDAM, 17.4 FT.
 FX2196'NORTHWEST OF CENTERLINE OF NC 561 2.5 FT. WEST OF WEST END OF NORTH
 FX2196'BRIDGE RAIL, 4.5 FT. NORTHEAST OF WESTERNMOST CURB AND 3.0 FT. SOUTH
 FX2196'SOUTHWEST OF END OF WINGWALL CURB.
 FX2196
 FX2196                          STATION RECOVERY (1993)
 FX2196
 FX2196'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2196'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3277 ***********************************************************************
 FB3277  DESIGNATION -  BEAVERDAM
 FB3277  PID         -  FB3277
 FB3277  STATE/COUNTY-  NC/HAYWOOD
 FB3277  USGS QUAD   -  CANTON (1990)
 FB3277
 FB3277                         *CURRENT SURVEY CONTROL
 FB3277  ___________________________________________________________________
 FB3277* NAD 83(2001)-  35 33 25.53111(N)    082 50 30.89054(W)     ADJUSTED  
 FB3277* NAVD 88     -       841.8    (meters)    2762.     (feet)  VERTCON   
 FB3277  ___________________________________________________________________
 FB3277  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 FB3277  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 FB3277  HORZ ORDER  -  SECOND
 FB3277
 FB3277.The horizontal coordinates were established by classical geodetic methods
 FB3277.and adjusted by the National Geodetic Survey in August 2005.
 FB3277
 FB3277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3277
 FB3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3277
 FB3277.The geoid height was determined by GEOID03.
 FB3277
 FB3277;                    North         East     Units Scale Factor Converg.
 FB3277;SPC NC       -   207,200.779   261,399.909   MT  0.99988674   -2 13 02.8
 FB3277;SPC NC       -   679,791.22    857,609.53   sFT  0.99988674   -2 13 02.8
 FB3277;UTM  17      - 3,936,386.013   333,060.004   MT  0.99994344   -1 04 16.8
 FB3277
 FB3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3277!SPC NC       -   0.99987246  x   0.99988674  =   0.99975922
 FB3277!UTM  17      -   0.99987246  x   0.99994344  =   0.99981591
 FB3277
 FB3277:                Primary Azimuth Mark                     Grid Az
 FB3277:SPC NC       -  THICKETY                                 263 44 14.3
 FB3277:UTM  17      -  THICKETY                                 262 35 28.3
 FB3277
 FB3277|---------------------------------------------------------------------|
 FB3277| PID    Reference Object                     Distance      Geod. Az  |
 FB3277|                                                           dddmmss.s |
 FB3277| FB3278 THICKETY                            APPROX. 1.5 KM 2613111.5 |
 FB3277|---------------------------------------------------------------------|
 FB3277
 FB3277                          SUPERSEDED SURVEY CONTROL
 FB3277
 FB3277  NAD 83(1995)-  35 33 25.53144(N)    082 50 30.89046(W) AD(       ) 2
 FB3277  NAD 83(1986)-  35 33 25.53912(N)    082 50 30.89215(W) AD(       ) 2
 FB3277  NAD 27      -  35 33 25.15780(N)    082 50 31.40757(W) AD(       ) 2
 FB3277  NGVD 29 (07/19/86)  841.8    (m)         2762.     (f) VERT ANG    3  
 FB3277
 FB3277.Superseded values are not recommended for survey control.
 FB3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3277.See file dsdata.txt to determine how the superseded data were derived.
 FB3277
 FB3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3306036386(NAD 83)
 FB3277_MARKER: DE = TRAVERSE STATION DISK
 FB3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3277_STAMPING: BEAVERDAM 1977
 FB3277_MARK LOGO: NCGS  
 FB3277_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3277+STABILITY: SURFACE MOTION
 FB3277
 FB3277  HISTORY     - Date     Condition        Report By
 FB3277  HISTORY     - 1977     MONUMENTED       NCGS
 FB3277  HISTORY     - 19860101 GOOD             NCGS
 FB3277
 FB3277                          STATION DESCRIPTION
 FB3277
 FB3277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3277'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF CANTON.
 FB3277'
 FB3277'TO REACH THE STATION FROM THE I-40 OVERPASS OF NC 215 (CANTON EXIT 31)
 FB3277'PROCEED EAST ALONG I-40 FOR 0.55 MILE TO THE SR 1585 OVERPASS AND
 FB3277'STATION NEAR NORTHWEST CORNER OF BRIDGE.
 FB3277'
 FB3277'STATION MARK IS A STANDARD DISK STAMPED---BEAVERDAM 1977---, SET IN
 FB3277'THE TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES ABOVE THE GROUND
 FB3277'SURFACE.  THE MARK IS 20.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 FB3277'SR 1585, 4.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF SR 1585 BRIDGE,
 FB3277'30.4 FEET SOUTH OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 3.2
 FB3277'FEET WEST-NORTHWEST OF GUARD RAIL AND 31.1 FEET SOUTH-SOUTHWEST OF
 FB3277'FENCE POST.
 FB3277
 FB3277                          STATION RECOVERY (1986)
 FB3277
 FB3277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3277'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF SIGHT
 FB3277'ARE BLOCKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4882 ***********************************************************************
 FA4882  DESIGNATION -  BEAVERDAM
 FA4882  PID         -  FA4882
 FA4882  STATE/COUNTY-  NC/CLEVELAND
 FA4882  USGS QUAD   -  SHELBY (1983)
 FA4882
 FA4882                         *CURRENT SURVEY CONTROL
 FA4882  ___________________________________________________________________
 FA4882* NAD 83(2001)-  35 17 26.60371(N)    081 36 59.90917(W)     ADJUSTED  
 FA4882* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 FA4882  ___________________________________________________________________
 FA4882  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FA4882  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 FA4882  HORZ ORDER  -  SECOND
 FA4882
 FA4882.The horizontal coordinates were established by classical geodetic methods
 FA4882.and adjusted by the National Geodetic Survey in August 2005.
 FA4882
 FA4882.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4882
 FA4882.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4882
 FA4882.The geoid height was determined by GEOID03.
 FA4882
 FA4882;                    North         East     Units Scale Factor Converg.
 FA4882;SPC NC       -   174,048.782   371,638.576   MT  0.99987282   -1 30 36.9
 FA4882;SPC NC       -   571,025.05  1,219,284.23   sFT  0.99987282   -1 30 36.9
 FA4882;UTM  17      - 3,905,458.261   443,929.831   MT  0.99963874   -0 21 22.5
 FA4882
 FA4882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4882!SPC NC       -   0.99996402  x   0.99987282  =   0.99983684
 FA4882!UTM  17      -   0.99996402  x   0.99963874  =   0.99960277
 FA4882
 FA4882:                Primary Azimuth Mark                     Grid Az
 FA4882:SPC NC       -  BANTRY                                   010 24 09.1
 FA4882:UTM  17      -  BANTRY                                   009 14 54.7
 FA4882
 FA4882|---------------------------------------------------------------------|
 FA4882| PID    Reference Object                     Distance      Geod. Az  |
 FA4882|                                                           dddmmss.s |
 FA4882| FA4878 BANTRY                              416.855 METERS 0085332.2 |
 FA4882| CS6980 SHELBY CREST HIGH TANK                             1633332.2 |
 FA4882|---------------------------------------------------------------------|
 FA4882
 FA4882                          SUPERSEDED SURVEY CONTROL
 FA4882
 FA4882  NAD 83(1986)-  35 17 26.61967(N)    081 36 59.90539(W) AD(       ) 2
 FA4882  NGVD 29 (09/01/92)  261.3    (m)          857.     (f) VERT ANG    3  
 FA4882
 FA4882.Superseded values are not recommended for survey control.
 FA4882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4882.See file dsdata.txt to determine how the superseded data were derived.
 FA4882
 FA4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4393005458(NAD 83)
 FA4882_MARKER: DE = TRAVERSE STATION DISK
 FA4882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4882_SP_SET: CONCRETE POST
 FA4882_STAMPING: BEAVERDAM 1985
 FA4882_MARK LOGO: NCGS  
 FA4882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4882+STABILITY: SURFACE MOTION
 FA4882
 FA4882  HISTORY     - Date     Condition        Report By
 FA4882  HISTORY     - 1985     MONUMENTED       NCGS
 FA4882  HISTORY     - 19950109 GOOD             USPSQD
 FA4882
 FA4882                          STATION DESCRIPTION
 FA4882
 FA4882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4882'STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) WEST OF SHELBY AND 6.3 KM
 FA4882'(3.9 MI) NORTHEAST OF BOILING SPRINGS.
 FA4882'PROCEED ALONG US 74 FOR 3.7 KM (2.3 MI) WEST FROM NC 226, TO SR 1153,
 FA4882'THENCE SOUTH ALONG SR 1153 FOR 0.5 KM (0.3 MI) TO SR 2552, IN THE
 FA4882'SOUTHWEST CORNER OF A CHURCH YARD.
 FA4882'STATION IS LOCATED 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF SR 1153
 FA4882'(BEAVERDAM ROAD), 10.4 M (34.1 FT) NORTH OF THE CENTERLINE OF SR 2552
 FA4882'(RALPH GREEN ROAD), 19.9 M (65.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 FA4882'CORNER OF A CHURCH RECREATION BUILDING, 4.1 M (13.5 FT) NORTHEAST OF
 FA4882'A TELEPHONE PEDESTAL, AND 1.2 M (3.9 FT) WEST-NORTHWEST OF A POWER
 FA4882'POLE WITH A REFERENCE TAG.  MARK IS 2 INCHES BELOW GROUND AND 3 FEET
 FA4882'LOWER THAN THE ROAD.
 FA4882
 FA4882                          STATION RECOVERY (1995)
 FA4882
 FA4882'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5556 ***********************************************************************
 AA5556  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5556  DESIGNATION -  BEAVERDAM
 AA5556  PID         -  AA5556
 AA5556  STATE/COUNTY-  NC/BUNCOMBE
 AA5556  USGS QUAD   -  WEAVERVILLE (1983)
 AA5556
 AA5556                         *CURRENT SURVEY CONTROL
 AA5556  ___________________________________________________________________
 AA5556* NAD 83(2007)-  35 38 25.28047(N)    082 32 09.91755(W)     ADJUSTED  
 AA5556* NAVD 88     -       705.29   (meters)    2313.9    (feet)  GPS OBS   
 AA5556  ___________________________________________________________________
 AA5556  EPOCH DATE  -        2002.00
 AA5556  X           -     674,177.020 (meters)                     COMP
 AA5556  Y           -  -5,145,926.897 (meters)                     COMP
 AA5556  Z           -   3,696,228.384 (meters)                     COMP
 AA5556  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA5556  ELLIP HEIGHT-         675.464 (meters)          (02/10/07) ADJUSTED
 AA5556  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5556
 AA5556  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5556  Type    PID    Designation                      North   East  Ellip
 AA5556  -------------------------------------------------------------------
 AA5556  NETWORK AA5556 BEAVERDAM                         0.33   0.27   0.67
 AA5556  -------------------------------------------------------------------
 AA5556
 AA5556.The horizontal coordinates were established by GPS observations
 AA5556.and adjusted by the National Geodetic Survey in February 2007.
 AA5556
 AA5556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5556.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5556.The horizontal coordinates are valid at the epoch date displayed above.
 AA5556.The epoch date for horizontal control is a decimal equivalence
 AA5556.of Year/Month/Day.
 AA5556
 AA5556.The orthometric height was determined by GPS observations and a
 AA5556.high-resolution geoid model.
 AA5556.The orthometric height was determined by GPS observations and a
 AA5556.high-resolution geoid model using precise GPS observation and
 AA5556.processing techniques.
 AA5556
 AA5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5556
 AA5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5556
 AA5556.The ellipsoidal height was determined by GPS observations
 AA5556.and is referenced to NAD 83.
 AA5556
 AA5556.The geoid height was determined by GEOID03.
 AA5556
 AA5556;                    North         East     Units Scale Factor Converg.
 AA5556;SPC NC       -   215,402.109   289,434.329   MT  0.99989552   -2 02 27.3
 AA5556;SPC NC       -   706,698.42    949,585.79   sFT  0.99989552   -2 02 27.3
 AA5556;UTM  17      - 3,945,146.304   360,924.766   MT  0.99983835   -0 53 42.8
 AA5556
 AA5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5556!SPC NC       -   0.99989399  x   0.99989552  =   0.99978952
 AA5556!UTM  17      -   0.99989399  x   0.99983835  =   0.99973236
 AA5556
 AA5556                          SUPERSEDED SURVEY CONTROL
 AA5556
 AA5556  NAD 83(2001)-  35 38 25.28066(N)    082 32 09.91755(W) AD(       ) 1
 AA5556  ELLIP H (03/13/03)  675.485  (m)                       GP(       ) 4 2
 AA5556  NAD 83(1995)-  35 38 25.28124(N)    082 32 09.91744(W) AD(       ) 1
 AA5556  NAD 83(1986)-  35 38 25.28735(N)    082 32 09.91788(W) AD(       ) 1
 AA5556  NGVD 29 (09/30/94)  705.2    (m)         2314.     (f) GPS OBS     3  
 AA5556
 AA5556.Superseded values are not recommended for survey control.
 AA5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5556.See file dsdata.txt to determine how the superseded data were derived.
 AA5556
 AA5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6092545146(NAD 83)
 AA5556_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5556_SP_SET: CONCRETE POST
 AA5556_STAMPING: BEAVERDAM 1991
 AA5556_MARK LOGO: NCGS  
 AA5556_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5556+STABILITY: SURFACE MOTION
 AA5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5556+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 AA5556
 AA5556  HISTORY     - Date     Condition        Report By
 AA5556  HISTORY     - 1991     MONUMENTED       NCGS
 AA5556  HISTORY     - 20040815 GOOD             GEOMET
 AA5556  HISTORY     - 20060323 GOOD             USPSQD
 AA5556
 AA5556                          STATION DESCRIPTION
 AA5556
 AA5556'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5556'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTH-NORTHEAST OF ASHEVILLE,
 AA5556'IN THE BEAVERDAM COMMUNITY AT LEWIS MEMORIAL CEMETERY. PROCEED ALONG
 AA5556'SR 2053 (BEAVERDAM ROAD) FOR 1.65 MI (2.66 KM) NORTHEAST FROM US 25
 AA5556'(MERRIMON AVENUE) TO LEWIS MEMORIAL CEMETERY, THENCE SOUTH THROUGH
 AA5556'ENTRANCE TO TOP OF HILL AND STATION 89 FEET NORTH OF MOSELEUM. MARK IS
 AA5556'ABOUT LEVEL WITH DRIVE AND RECESSED 4 INCHES BELOW GROUND. LOCATED
 AA5556'26.0 FT (7.9 M) WEST-NORTHWEST OF THE CENTERLINE OF AN ASHPHALT DRIVE,
 AA5556'13.5 FT (4.1 M) NORTH OF NORTH EDGE OF PARKING LOT, 102.5 FT (31.2 M)
 AA5556'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF MOSELEUM, 89.2 FT (27.2 M)
 AA5556'NORTH OF THE NORTHWEST CORNER OF MOSELEUM, AND 172.5 FT (52.6 M)
 AA5556'EAST-NORTHEAST OF THE EASTERN MOST CORNER OF BLOCK EQUIPMENT SHED.
 AA5556
 AA5556                          STATION RECOVERY (2004)
 AA5556
 AA5556'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5556'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL REFERENCE TIE. IT
 AA5556'IS LOCATED 15.1 METERS (49.5 FEET) SOUTHWEST FROM A LIGHT POLE WITH A
 AA5556'REFERENCE TAG.
 AA5556
 AA5556                          STATION RECOVERY (2006)
 AA5556
 AA5556'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA5556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3994 ***********************************************************************
 AH3994  DESIGNATION -  BEAVERDAM
 AH3994  PID         -  AH3994
 AH3994  STATE/COUNTY-  NC/SURRY
 AH3994  USGS QUAD   -  BOTTOM (1994)
 AH3994
 AH3994                         *CURRENT SURVEY CONTROL
 AH3994  ___________________________________________________________________
 AH3994* NAD 83(2001)-  36 28 04.14695(N)    080 45 25.58265(W)     ADJUSTED  
 AH3994* NAVD 88     -       346.2    (meters)    1136.     (feet)  VERTCON   
 AH3994  ___________________________________________________________________
 AH3994  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AH3994  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH3994  HORZ ORDER  -  SECOND
 AH3994
 AH3994.The horizontal coordinates were established by classical geodetic methods
 AH3994.and adjusted by the National Geodetic Survey in August 2005.
 AH3994
 AH3994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3994
 AH3994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3994
 AH3994.The geoid height was determined by GEOID03.
 AH3994
 AH3994;                    North         East     Units Scale Factor Converg.
 AH3994;SPC NC       -   302,906.458   452,107.808   MT  1.00009799   -1 00 50.9
 AH3994;SPC NC       -   993,785.60  1,483,290.37   sFT  1.00009799   -1 00 50.9
 AH3994;UTM  17      - 4,035,865.822   521,761.427   MT  0.99960583   +0 08 39.7
 AH3994
 AH3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3994!SPC NC       -   0.99995087  x   1.00009799  =   1.00004885
 AH3994!UTM  17      -   0.99995087  x   0.99960583  =   0.99955672
 AH3994
 AH3994                          SUPERSEDED SURVEY CONTROL
 AH3994
 AH3994  NAD 83(1986)-  36 28 04.15429(N)    080 45 25.58960(W) AD(       ) 2
 AH3994  NGVD 29 (12/22/97)  346.3    (m)         1136.     (f) VERT ANG    3  
 AH3994
 AH3994.Superseded values are not recommended for survey control.
 AH3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3994.See file dsdata.txt to determine how the superseded data were derived.
 AH3994
 AH3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2176135866(NAD 83)
 AH3994_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH3994_SP_SET: CONCRETE DRAIN
 AH3994_STAMPING: BEAVERDAM 1986
 AH3994_MARK LOGO: NCGS  
 AH3994_PROJECTION: FLUSH
 AH3994_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3994
 AH3994  HISTORY     - Date     Condition        Report By
 AH3994  HISTORY     - 1986     MONUMENTED       NCGS
 AH3994
 AH3994                          STATION DESCRIPTION
 AH3994
 AH3994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3994'STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) NORTH-NORTHWEST OF DOBSON,
 AH3994'AND ABOUT 14.0 KM (8.70 MI) WEST-SOUTHWEST OF MT. AIRY. ALONG I-77 FOR
 AH3994'1.9 KM (1.20 MI) SOUTH OF THE NC 89 INTERCHANGE, OR 0.3 KM (0.20 MI)
 AH3994'NORTH OF BEAVERDAM CREEK CROSSING, IN MEDIAN, IN NORTHEAST CORNER OF A
 AH3994'CONCRETE DRAIN. MARK IS FLUSH IN A DRILL HOLE AND ABOUT 1 1/2-FEET
 AH3994'LOWER THAN THE NORTH BOUND LANE. LOCATED 10.1 M (33.1 FT) NORTHWEST OF
 AH3994'THE CENTERLINE OF THE NORTHBOUND LANE, 16.2 M (53.1 FT)
 AH3994'NORTH-NORTHWEST OF THE NUMERALS 725 + 00 IMBEDDED IN EAST EDGE OF
 AH3994'NORTH BOUND CONCRETE PAVEMENT, 22.9 M (75.1 FT) EAST- SOUTHEAST OF THE
 AH3994'NUMERALS 725 + 00 IMBEDDED IN WEST EDGE OF SOUTH BOUND CONCRETE
 AH3994'PAVEMENT, 44.2 M (145.0 FT) NORTH-NORTHEAST OF NORTH END POST OF EAST
 AH3994'GUARD RAIL, AND 50.1 M (164.4 FT) SOUTHWEST OF A DROP INLET IN MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5557 ***********************************************************************
 AA5557  DESIGNATION -  BEAVERDAM AZ MK
 AA5557  PID         -  AA5557
 AA5557  STATE/COUNTY-  NC/BUNCOMBE
 AA5557  USGS QUAD   -  WEAVERVILLE (1983)
 AA5557
 AA5557                         *CURRENT SURVEY CONTROL
 AA5557  ___________________________________________________________________
 AA5557* NAD 83(2001)-  35 38 32.19099(N)    082 32 01.50694(W)     NO CHECK  
 AA5557* NAVD 88     -       672.     (meters)    2205.     (feet)  VERT ANG  
 AA5557  ___________________________________________________________________
 AA5557  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA5557  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5557  HORZ ORDER  -  SECOND
 AA5557
 AA5557.The horizontal coordinates were established by classical geodetic methods
 AA5557.and adjusted by the National Geodetic Survey in August 2005.
 AA5557.No horizontal observational check was made to the station.
 AA5557
 AA5557.The orthometric height was determined by vertical angle observations.
 AA5557.No vertical observational check was made to the station.
 AA5557
 AA5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5557
 AA5557.The geoid height was determined by GEOID03.
 AA5557
 AA5557;                    North         East     Units Scale Factor Converg.
 AA5557;SPC NC       -   215,607.402   289,653.352   MT  0.99989575   -2 02 22.5
 AA5557;SPC NC       -   707,371.95    950,304.37   sFT  0.99989575   -2 02 22.5
 AA5557;UTM  17      - 3,945,355.924   361,139.628   MT  0.99983761   -0 53 38.0
 AA5557
 AA5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5557!SPC NC       -   0.99989921  x   0.99989575  =   0.99979497
 AA5557!UTM  17      -   0.99989921  x   0.99983761  =   0.99973683
 AA5557
 AA5557                          SUPERSEDED SURVEY CONTROL
 AA5557
 AA5557  NAD 83(1995)-  35 38 32.19149(N)    082 32 01.50693(W) AD(       ) 2
 AA5557  NAD 83(1986)-  35 38 32.19771(N)    082 32 01.50749(W) AD(       ) 2
 AA5557  NGVD 29 (03/11/98)  672.     (m)         2205.     (f) VERT ANG    3  
 AA5557
 AA5557.Superseded values are not recommended for survey control.
 AA5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5557.See file dsdata.txt to determine how the superseded data were derived.
 AA5557
 AA5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6114045356(NAD 83)
 AA5557_MARKER: DZ = AZIMUTH MARK DISK
 AA5557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5557_SP_SET: CONCRETE POST
 AA5557_STAMPING: BEAVERDAM 1991
 AA5557_MARK LOGO: NCGS  
 AA5557_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5557+STABILITY: SURFACE MOTION
 AA5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5557+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5557
 AA5557  HISTORY     - Date     Condition        Report By
 AA5557  HISTORY     - 1991     MONUMENTED       NCGS
 AA5557
 AA5557                          STATION DESCRIPTION
 AA5557
 AA5557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5557'STATION IS LOCATED IN THE BEAVERDAM COMMUNITY OF NORTH ASHEVILLE
 AA5557'ACROSS FROM LEWIS MEMORIAL CEMETERY MAIN ENTRANCE. ALONG SR 2053
 AA5557'(BEAVERDAM ROAD) FOR 1.65 MI (2.66 KM) NORTHEAST FROM US BUSINESS 19
 AA5557'(MERRIMON AVENUE), AT A CEMETERY, ACROSS THE ROAD NEAR A DRIVEWAY TO
 AA5557'CHURCH PINIC AREA. MARK IS ABOUT 2 FEET LOWER THAN ROAD AND FLUSH WITH
 AA5557'GROUND. LOCATED 34.2 FT (10.4 M) NORTHEAST OF THE CENTERLINE OF ROAD,
 AA5557'19.0 FT (5.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF GRAVEL DRIVE,
 AA5557'145.5 FT (44.3 M) NORTHWEST OF A FIRE HYDRANT--AND 193.0 FT (58.8 M)
 AA5557'SOUTHEAST OF A UTILITY POLE, 51.5 FT (15.7 M) SOUTH OF A 12-INCH
 AA5557'LOCUST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5245 ***********************************************************************
 EZ5245  DESIGNATION -  BEAVERDAM RESET
 EZ5245  PID         -  EZ5245
 EZ5245  STATE/COUNTY-  NC/JOHNSTON
 EZ5245  USGS QUAD   -  EDMONDSON (1993)
 EZ5245
 EZ5245                         *CURRENT SURVEY CONTROL
 EZ5245  ___________________________________________________________________
 EZ5245* NAD 83(2007)-  35 30 59.74170(N)    078 34 43.22460(W)     ADJUSTED  
 EZ5245* NAVD 88     -        88.3    (meters)     290.     (feet)  GPS OBS   
 EZ5245  ___________________________________________________________________
 EZ5245  EPOCH DATE  -        2002.00
 EZ5245  X           -   1,029,197.885 (meters)                     COMP
 EZ5245  Y           -  -5,094,465.294 (meters)                     COMP
 EZ5245  Z           -   3,684,698.580 (meters)                     COMP
 EZ5245  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 EZ5245  ELLIP HEIGHT-          54.744 (meters)          (02/10/07) ADJUSTED
 EZ5245  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 EZ5245
 EZ5245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5245  Type    PID    Designation                      North   East  Ellip
 EZ5245  -------------------------------------------------------------------
 EZ5245  NETWORK EZ5245 BEAVERDAM RESET                   0.94   0.92   1.51
 EZ5245  -------------------------------------------------------------------
 EZ5245
 EZ5245.The horizontal coordinates were established by GPS observations
 EZ5245.and adjusted by the National Geodetic Survey in February 2007.
 EZ5245
 EZ5245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5245.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5245.The epoch date for horizontal control is a decimal equivalence
 EZ5245.of Year/Month/Day.
 EZ5245
 EZ5245.The orthometric height was determined by GPS observations and a
 EZ5245.high-resolution geoid model.
 EZ5245
 EZ5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5245
 EZ5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5245
 EZ5245.The ellipsoidal height was determined by GPS observations
 EZ5245.and is referenced to NAD 83.
 EZ5245
 EZ5245.The geoid height was determined by GEOID03.
 EZ5245
 EZ5245;                    North         East     Units Scale Factor Converg.
 EZ5245;SPC NC       -   196,050.409   647,815.476   MT  0.99988324   +0 14 35.4
 EZ5245;SPC NC       -   643,208.72  2,125,374.61   sFT  0.99988324   +0 14 35.4
 EZ5245;UTM  17      - 3,933,030.194   719,573.854   MT  1.00019417   +1 24 25.9
 EZ5245
 EZ5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5245!SPC NC       -   0.99999141  x   0.99988324  =   0.99987465
 EZ5245!UTM  17      -   0.99999141  x   1.00019417  =   1.00018558
 EZ5245
 EZ5245:                Primary Azimuth Mark                     Grid Az
 EZ5245:SPC NC       -  CLEVELAND HIGH SCHOOL TANK               038 44 06.7
 EZ5245:UTM  17      -  CLEVELAND HIGH SCHOOL TANK               037 34 16.2
 EZ5245
 EZ5245|---------------------------------------------------------------------|
 EZ5245| PID    Reference Object                     Distance      Geod. Az  |
 EZ5245|                                                           dddmmss.s |
 EZ5245| EZ5246 CLEVELAND HIGH SCHOOL TANK          APPROX. 7.2 KM 0385842.1 |
 EZ5245| EZ6082 BEAVERDAM RM 1                       28.084 METERS 05151     |
 EZ5245| AH4807 BEAVERDAM RM 3                       14.210 METERS 09510     |
 EZ5245| EZ4331 SMITHFIELD BELL TEL MICROWAVE       APPROX.14.3 KM 0963107.5 |
 EZ5245| EZ4654 MACKS RESET                         APPROX. 8.1 KM 1685221.5 |
 EZ5245| EZ5250 REVEL                               434.879 METERS 1855444.3 |
 EZ5245| AH4806 BEAVERDAM RM 4                       16.700 METERS 18602     |
 EZ5245| EZ6083 BEAVERDAM RM 2                       31.801 METERS 28539     |
 EZ5245| EZ6081 BEAVERDAM AZ MK                                    3582817.4 |
 EZ5245|---------------------------------------------------------------------|
 EZ5245
 EZ5245                          SUPERSEDED SURVEY CONTROL
 EZ5245
 EZ5245  NAD 83(2001)-  35 30 59.74188(N)    078 34 43.22448(W) AD(       ) 1
 EZ5245  ELLIP H (03/13/03)   54.750  (m)                       GP(       ) 4 2
 EZ5245  NAD 83(1986)-  35 30 59.74755(N)    078 34 43.23556(W) AD(       ) 1
 EZ5245  NAD 83(1986)-  35 30 59.74755(N)    078 34 43.23556(W) AD(       ) 2
 EZ5245  NAD 27      -  35 30 59.17150(N)    078 34 44.20310(W) AD(       ) 2
 EZ5245  NGVD 29 (07/19/86)   88.67   (m)          290.9    (f) LEVELING    3  
 EZ5245
 EZ5245.Superseded values are not recommended for survey control.
 EZ5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5245.See file dsdata.txt to determine how the superseded data were derived.
 EZ5245
 EZ5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1957433030(NAD 83)
 EZ5245_MARKER: DD = SURVEY DISK
 EZ5245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5245_STAMPING: BEAVERDAM 1957 1972
 EZ5245_MARK LOGO: CGS   
 EZ5245_PROJECTION: FLUSH
 EZ5245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5245+STABILITY: SURFACE MOTION
 EZ5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5245+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 EZ5245
 EZ5245  HISTORY     - Date     Condition        Report By
 EZ5245  HISTORY     - 1957     MONUMENTED       CGS
 EZ5245  HISTORY     - 1973     GOOD             NGS
 EZ5245  HISTORY     - 1976     GOOD             NGS
 EZ5245  HISTORY     - 19801201 GOOD             NGS
 EZ5245  HISTORY     - 19920324 GOOD             NCGS
 EZ5245
 EZ5245                          STATION DESCRIPTION
 EZ5245
 EZ5245'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JWC)
 EZ5245'BEAVERDAM UNDERGROUND GOOD (TOP RESET)**
 EZ5245'
 EZ5245'RM 1 DISK GONE.  MONUMENT LEANING
 EZ5245'
 EZ5245'RM 2 PROBABLY LOST.  INTERSECTION CHANGED.
 EZ5245'
 EZ5245'AZ. MARK PROBABLY LOST.  ALL REFERENCES GONE BUT C/L
 EZ5245'
 EZ5245'NOTE--NCGS STATIONS TASTEE AND REVELS WILL SERVE AS AZIMUTHS.
 EZ5245'
 EZ5245'**BEAVERDAM (RESET)
 EZ5245'
 EZ5245'STAMPED BEAVERDAM 1957-1972
 EZ5245'
 EZ5245'NEW REFERENCES--
 EZ5245'
 EZ5245'62.7 FT S OF C/L OF NC 210
 EZ5245'
 EZ5245'191.7 FT E OF C/L OF NC 50
 EZ5245'
 EZ5245'32.5 FT NE OF NE CORNER OF STORE
 EZ5245'
 EZ5245'15.5 FT S OF METAL SIGN POST
 EZ5245'
 EZ5245'39.4 FT SW OF 4X4 NC 210 SIGN WITH ALUMINUM REF. TAG
 EZ5245
 EZ5245                          STATION RECOVERY (1973)
 EZ5245
 EZ5245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 EZ5245'STATION RECOVERED IN GOOD CONDITION, RMS WERE NOT SEARCHED FOR
 EZ5245'THIS DATE.  THE STATION HAS BEEN RESET AND IS STAMPED BEAVERDAM
 EZ5245'1957 1972.  THE MARK IS NOW ABOUT 1 INCH BELOW THE SURFACE OF
 EZ5245'THE GROUND.
 EZ5245'
 EZ5245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ5245'13 MILES WEST OF SMITHVILLE.
 EZ5245
 EZ5245                          STATION RECOVERY (1976)
 EZ5245
 EZ5245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ5245'STATION WAS RECOVERED IN GOOD CONDITION.
 EZ5245'
 EZ5245'AS PER NCGS REPORT OF 9/5/72 NEITHER REFERENCE MARK NOR THE
 EZ5245'AZIMUTH MARK COULD BE FOUND.  THE STATION IS 61.9 FT SOUTH OF THE
 EZ5245'C/L OF NC 210 AND ONLY 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5245'
 EZ5245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ5245'10.0 MILES N OF BENSON.
 EZ5245
 EZ5245                          STATION RECOVERY (1980)
 EZ5245
 EZ5245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ5245'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS ONE
 EZ5245'AND TWO AND THE AZIMUTH MARK WERE DESTROYED BY ROAD IMPROVEMENTS.
 EZ5245'REFERENCE MARK THREE AND FOUR WERE ESTABLISHED.  A COMPLETE NEW
 EZ5245'DESCRIPTION FOLLOWS.
 EZ5245' 
 EZ5245'STATION IS LOCATED 13-1/2 MILES WEST OF SMITHFIELD, 9 MILES (14.5 KM)
 EZ5245'NORTH OF BENSON AND 9 MILES (14.5 KM) EAST OF ANGIER IN THE SOUTHEAST
 EZ5245'QUADRANT OF THE INTERSECTION OF STATE ROUTES 210 AND 50 ON PROPERTY
 EZ5245'OWNED BY MR S.S SAULS, ROUTE 3, BENSON, NORTH CAROLINA, 27504.
 EZ5245' 
 EZ5245'THE STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS
 EZ5245'STAMPED---BEAVERDAM 1957 1972---, SET IN THE TOP OF A CYLINDRICAL
 EZ5245'CONCRETE POST, 10-INCHES IN DIAMETER AND RECESSED 1-INCH BELOW THE
 EZ5245'GROUND SURFACE.  THE SUB-SURFACE MARK WAS NOT INSPECTED. THEY ARE 11
 EZ5245'FT (3.4 M) NORTH OF THE NORTH ONE OF TWO METAL COVERS FOR AN
 EZ5245'UNDERGROUND GAS STORAGE TANK, 15.5 FT (4.7 M) SOUTH-SOUTHWEST OF A
 EZ5245'METAL SIGN POST, 23.9 FT (7.3 M) SOUTHWEST OF TELEPHONE JUNCTION BOX
 EZ5245'NUMBER R 255, 32.5 FT (9.9 M) NORTH-NORTHEAST OF THE NORTH CORNER OF A
 EZ5245'SERVICE STATION AND GROCERY STORE, 52.7 FT (16.1 M) NORTH OF THE
 EZ5245'SOUTHEAST CORNER OF THE STORE, 62.5 FT (19.1 M) SOUTHWEST OF THE
 EZ5245'CENTERLINE OF STATE 210 AND 191.7 FT (58.4 M) SOUTHEAST OF THE
 EZ5245'CENTERLINE OF STATE 50.  REFERENCE MARK 3 IS A STANDARD DISK
 EZ5245'STAMPED---BEAVERDAM 1957 NO 3 1980---, SET INTO THE TOP OF A 12-INCH
 EZ5245'SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS 1.3 FT (0.4
 EZ5245'M) WEST OF A METAL WITNESS POST, 42.2 FT (12.9 M) SOUTHWEST OF THE
 EZ5245'CENTERLINE OF STATE 210, 45.7 FT (13.9 M) SOUTHEAST OF THE TELEPHONE
 EZ5245'PEDESTAL, 71.9 FT (21.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 EZ5245'STORE, 73.4 FT (22.4 M) EAST OF THE NORTHEAST CORNER OF THE STORE AND
 EZ5245'ABOUT THE SAME ELEVATION AS THE STATION MARK. REFERENCE MARK 4 IS A
 EZ5245'STANDARD DISK STAMPED---BEAVERDAM 1957 NO 4 1980---, SET IN THE TOP OF
 EZ5245'A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS
 EZ5245'2.5 FT (0.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 112 FT
 EZ5245'(34.1 M) SOUTHWEST OF THE CENTERLINE OF STATE 210 AND ABOUT THE SAME
 EZ5245'ELEVATION AS THE STATION MARK.  STATION TASTEE NCGS IS A STANDARD
 EZ5245'NORTH CAROLINA GEODETIC SURVEY DISK STAMPED---TASTEE 1972---, SET IN
 EZ5245'THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 EZ5245'AND FLUSH WITH THE GROUND.  IT IS IN THE NORTHWEST QUADRANT OF THE
 EZ5245'INTERSECTION OF STATE ROUTES 210 AND 50, 44 FT (13.4 M) WEST NORTHWEST
 EZ5245'OF THE CENETRLINE OF STATE 50, 59.1 FT (18.0 M) NORTHEAST OF POWERLINE
 EZ5245'POLE NUMBER 52 WITH AN ALUMINUM REFERENCE TAG, 54.4 FT (16.6 M)
 EZ5245'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE SOUTH
 EZ5245'ENTRANCE TO SELF SERVICE GAS PUMPS AND 100 FT (30.5 M) SOUTH-SOUTHEAST
 EZ5245'OF THE SOUTHEAST END OF THE GAS PUMP ISLAND.
 EZ5245
 EZ5245                          STATION RECOVERY (1992)
 EZ5245
 EZ5245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ5245'STATION SURFACE MARK, UNDERGROUND MARK, TWO REFERENCE MARKS, AND AN
 EZ5245'AZIMUTH MARK WERE ESTABLISHED IN 1957. RECOVERY BY CGS IN 1971 FOUND
 EZ5245'SURFACE MARK WITH TOP BROKEN OFF, RM 1 LYING BESIDE HIGHWAY (DISK
 EZ5245'REMOVED), RM 2 UNDER ASPHALT PARKING AREA, AND AZIMUTH MARK NOT
 EZ5245'SEARCHED FOR. RECOVERY BY NCGS IN 1972 FOUND ONLY THE UNDERGROUND
 EZ5245'MARK. A NEW SURFACE MARK WAS RESET OVER THE UNDERGROUND MARK AND
 EZ5245'STAMPED BEAVERDAM 1957 1972. RECOVERY BY NCGS IN 1980 FOUND SURFACE
 EZ5245'MARK IN GOOD CONDITION. REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 EZ5245'RECOVERY BY NCGS IN 1992 FOUND SURFACE MARK AND RM 4 IN GOOD
 EZ5245'CONDITION.  RM 3 WAS FOUND WITH TOP BROKEN OFF AND DISK GONE. NCGS
 EZ5245'STATION TASTEE 1972 WHICH SERVED AS A SHORT AZIMUTH FOR THE STATION IS
 EZ5245'NOW DESTROYED. STATION IS LOCATED 9.5 MI (15.3 KM) NORTH OF BENSON,
 EZ5245'13.1 MI (21.1 KM) EAST OF SMITHFIELD, AT MCGEE CROSSROADS, IN THE
 EZ5245'SOUTHEAST QUADRANT OF NC 50 AND NC 210, IN THE UNPAVED
 EZ5245'DRIVEWAY-PARKING AREA OF A STORE AND SERVICE STATION. MARK IS RECESSED
 EZ5245'1 INCH BELOW GROUND AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 55.0 FT
 EZ5245'(16.8 M) SOUTHWEST OF THE CENTERLINE OF NC 210, 191.7 FEET (58.4 M)
 EZ5245'SOUTHEAST OF THE CENTERLINE OF NC 50, 11 FEET (3.4 M) NORTH OF THE
 EZ5245'NORTH ONE OF TWO METAL COVERS FOR AN UNDERGROUND GAS STORAGE TANK,
 EZ5245'23.9 FEET (7.3 M) SOUTHWEST OF TELEPHONE JUNCTION BOX, 32.5 FEET (9.9
 EZ5245'M) NORTH-NORTHEAST OF THE NORTH CORNER AND 52.7 FEET (16.1 M) NORTH OF
 EZ5245'SOUTHEAST CORNER OF A SERVICE STATION AND GROCERY STORE, AND 60.2 FT
 EZ5245'(18.3 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE
 EZ5245'AROUND A JOHNSTON COUNTY CONTAINER SITE. REFERENCE MARK 4
 EZ5245'STAMPED---BEAVERDAM 1957 NO 4 1980---, IS FLUSH WITH GROUND.  LOCATED
 EZ5245'112 FEET (34.1 M) SOUTHWEST OF THE CENTERLINE OF NC 210, 2.5 FEET (0.8
 EZ5245'M) SOUTH OF THE SOUTHEAST CORNER THE STORE AND ON PROLONGATION WITH
 EZ5245'THE EAST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4806 ***********************************************************************
 AH4806  DESIGNATION -  BEAVERDAM RM 4
 AH4806  PID         -  AH4806
 AH4806  STATE/COUNTY-  NC/JOHNSTON
 AH4806  USGS QUAD   -  EDMONDSON (1993)
 AH4806
 AH4806                         *CURRENT SURVEY CONTROL
 AH4806  ___________________________________________________________________
 AH4806* NAD 83(2001)-  35 30 59.20302(N)    078 34 43.29410(W)     ADJUSTED  
 AH4806* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 AH4806  ___________________________________________________________________
 AH4806  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 AH4806  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AH4806  HORZ ORDER  -  SECOND
 AH4806
 AH4806.The horizontal coordinates were established by classical geodetic methods
 AH4806.and adjusted by the National Geodetic Survey in August 2005.
 AH4806
 AH4806.The orthometric height was scaled from a topographic map.
 AH4806
 AH4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4806
 AH4806.The geoid height was determined by GEOID03.
 AH4806
 AH4806;                    North         East     Units Scale Factor Converg.
 AH4806;SPC NC       -   196,033.802   647,813.795   MT  0.99988323   +0 14 35.4
 AH4806;SPC NC       -   643,154.23  2,125,369.09   sFT  0.99988323   +0 14 35.4
 AH4806;UTM  17      - 3,933,013.551   719,572.510   MT  1.00019416   +1 24 25.9
 AH4806
 AH4806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4806!SPC NC       -   0.99999140  x   0.99988323  =   0.99987463
 AH4806!UTM  17      -   0.99999140  x   1.00019416  =   1.00018556
 AH4806
 AH4806                          SUPERSEDED SURVEY CONTROL
 AH4806
 AH4806  NAD 83(1986)-  35 30 59.20869(N)    078 34 43.30518(W) AD(       ) 2
 AH4806
 AH4806.Superseded values are not recommended for survey control.
 AH4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4806.See file dsdata.txt to determine how the superseded data were derived.
 AH4806
 AH4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1957333014(NAD 83)
 AH4806_MARKER: DR = REFERENCE MARK DISK
 AH4806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4806_STAMPING: BEAVERDAM 1957 NO 4 1980
 AH4806_MARK LOGO: NGS   
 AH4806_PROJECTION: FLUSH
 AH4806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4806+STABILITY: SURFACE MOTION
 AH4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4806+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 AH4806
 AH4806  HISTORY     - Date     Condition        Report By
 AH4806  HISTORY     - 1980     MONUMENTED       NGS
 AH4806  HISTORY     - 19920324 GOOD             NCGS
 AH4806
 AH4806                          STATION DESCRIPTION
 AH4806
 AH4806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AH4806'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BEAVERDAM 1957 NO 4
 AH4806'1980---, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 AH4806'FLUSH WITH THE GROUND.  IT IS 2.5 FT (0.8 M) SOUTHEAST OF THE
 AH4806'SOUTHEAST CORNER OF THE STORE, 112 FT (34.1 M) SOUTHWEST OF THE
 AH4806'CENTERLINE OF STATE 210 AND ABOUT THE SAME ELEVATION AS THE STATION
 AH4806'MARK.
 AH4806
 AH4806                          STATION RECOVERY (1992)
 AH4806
 AH4806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AH4806'STATION IS LOCATED 9.5 MI (15.3 KM) NORTH OF BENSON, 13.1 MI (21.1 KM)
 AH4806'EAST OF SMITHFIELD, AT MCGEE CROSSROADS, IN THE SOUTHEAST QUADRANT OF
 AH4806'NC 50 AND NC 210, IN THE UNPAVED DRIVEWAY-PARKING AREA OF A STORE AND
 AH4806'SERVICE STATION. MARK IS FLUSH WITH GROUND.  LOCATED 112 FT (34.1 M)
 AH4806'SOUTHWEST OF THE CENTERLINE OF NC 210, 2.5 FT (0.8 M) SOUTH OF THE
 AH4806'SOUTHEAST CORNER THE STORE AND ON PROLONGATION WITH THE EAST WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0466 ***********************************************************************
 EZ0466  DESIGNATION -  BECK
 EZ0466  PID         -  EZ0466
 EZ0466  STATE/COUNTY-  NC/CUMBERLAND
 EZ0466  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0466
 EZ0466                         *CURRENT SURVEY CONTROL
 EZ0466  ___________________________________________________________________
 EZ0466* NAD 83(2001)-  35 02 34.56917(N)    078 58 14.09769(W)     ADJUSTED  
 EZ0466* NAVD 88     -        60.747  (meters)     199.30   (feet)  ADJUSTED  
 EZ0466  ___________________________________________________________________
 EZ0466  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EZ0466  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 EZ0466  DYNAMIC HT  -          60.691 (meters)     199.12  (feet)  COMP
 EZ0466  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 EZ0466
 EZ0466  HORZ ORDER  -  SECOND
 EZ0466  VERT ORDER  -  SECOND    CLASS 0
 EZ0466
 EZ0466.The horizontal coordinates were established by classical geodetic methods
 EZ0466.and adjusted by the National Geodetic Survey in August 2005.
 EZ0466
 EZ0466.The orthometric height was determined by differential leveling
 EZ0466.and adjusted in June 1991.
 EZ0466
 EZ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0466
 EZ0466.The geoid height was determined by GEOID03.
 EZ0466
 EZ0466.The dynamic height is computed by dividing the NAVD 88
 EZ0466.geopotential number by the normal gravity value computed on the
 EZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0466.degrees latitude (g = 980.6199 gals.).
 EZ0466
 EZ0466.The modeled gravity was interpolated from observed gravity values.
 EZ0466
 EZ0466;                    North         East     Units Scale Factor Converg.
 EZ0466;SPC NC       -   143,425.814   612,284.944   MT  0.99987920   +0 01 01.1
 EZ0466;SPC NC       -   470,556.19  2,008,804.85   sFT  0.99987920   +0 01 01.1
 EZ0466;UTM  17      - 3,879,687.280   685,104.197   MT  1.00002230   +1 09 56.2
 EZ0466
 EZ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0466!SPC NC       -   0.99999568  x   0.99987920  =   0.99987488
 EZ0466!UTM  17      -   0.99999568  x   1.00002230  =   1.00001798
 EZ0466
 EZ0466|---------------------------------------------------------------------|
 EZ0466| PID    Reference Object                     Distance      Geod. Az  |
 EZ0466|                                                           dddmmss.s |
 EZ0466| EZ0465 SCHMIDT                             275.088 METERS 10212     |
 EZ0466| EZ0467 GULLUP                              APPROX. 0.5 KM 2895038.0 |
 EZ0466|---------------------------------------------------------------------|
 EZ0466
 EZ0466                          SUPERSEDED SURVEY CONTROL
 EZ0466
 EZ0466  NAD 83(1986)-  35 02 34.57830(N)    078 58 14.09293(W) AD(       ) 2
 EZ0466  NAD 27      -  35 02 33.99139(N)    078 58 14.98573(W) AD(       ) 2
 EZ0466  NAVD 88 (06/16/98)   60.75   (m)          199.3    (f) LEVELING    3  
 EZ0466  NGVD 29 (??/??/92)   60.993  (m)          200.11   (f) ADJ UNCH    2 0
 EZ0466
 EZ0466.Superseded values are not recommended for survey control.
 EZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0466.See file dsdata.txt to determine how the superseded data were derived.
 EZ0466
 EZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8510479687(NAD 83)
 EZ0466_MARKER: DE = TRAVERSE STATION DISK
 EZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0466_STAMPING: BECK 1966
 EZ0466_MARK LOGO: NCGS  
 EZ0466_PROJECTION: FLUSH
 EZ0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0466+STABILITY: SURFACE MOTION
 EZ0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0466+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 EZ0466
 EZ0466  HISTORY     - Date     Condition        Report By
 EZ0466  HISTORY     - 1966     MONUMENTED       NCGS
 EZ0466  HISTORY     - 1972     GOOD             NCGS
 EZ0466  HISTORY     - 1979     GOOD             LOCSUR
 EZ0466  HISTORY     - 1981     GOOD             NCGS
 EZ0466  HISTORY     - 1981     GOOD             NCGS
 EZ0466  HISTORY     - 19910610 GOOD             USPSQD
 EZ0466  HISTORY     - 19910615 GOOD             USPSQD
 EZ0466  HISTORY     - 20050311 GOOD             GEOCAC
 EZ0466  HISTORY     - 20060726 GOOD             USPSQD
 EZ0466
 EZ0466                          STATION DESCRIPTION
 EZ0466
 EZ0466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ0466'BECK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0466'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ0466'
 EZ0466'BECK IS IN THE WSW SECTION OF FAYETTEVILLE.  4.4 MILES NW OF
 EZ0466'INTERSECTION OF U.S. 301A, U.S. 301, AND SR 1003.  AND 3.2 MILES SSW
 EZ0466'OF INTERSECTION OF NC 24, NC 87 AND NC 59.  TO REACH STATION
 EZ0466'PROCEED FROM INTERSECTION OF SR 1415 AND U.S. 401 AND GO WEST ON
 EZ0466'U.S. 401 FOR 1.75 MILES TO STATION ON LEFT BETWEEN DRIVEWAYS TO
 EZ0466'WHITE PAINTED HOUSES.  FROM OVERPASS OF NC 87 (BRAGG BLVD) OVER
 EZ0466'NC 59 (SKIBO RD.) GO SOUTHWEST ON NC 59 FOR 3.35 MILES TO U.S.
 EZ0466'401 (RAEFORD RD.).  TURN RIGHT AND TRAVEL EAST ON U.S. 401 FOR
 EZ0466'0.3 MILES TO STATION.
 EZ0466'
 EZ0466'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0466'BECK 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0466'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0466'
 EZ0466'MARK IS
 EZ0466'
 EZ0466'300.0 FT E OF BECKS MOTEL
 EZ0466'
 EZ0466'43.8 FT S OF C/L OF ISLAND IN U.S. 401
 EZ0466'
 EZ0466'7.7 FT N OF PP 40-1/2 WITH ALUMINUM REF. TAG
 EZ0466'
 EZ0466'60.3 FT NNW OF NW CORNER OF HOUSE 5325
 EZ0466'
 EZ0466'61.9 FT NNE OF NE CORNER OF HOUSE 5321
 EZ0466'
 EZ0466'61.6 FT NNW OF 6 INCH CEDAR TREE WITH ALUMINUM REF. TAG
 EZ0466
 EZ0466                          STATION RECOVERY (1972)
 EZ0466
 EZ0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0466'5.3 MI W FROM FAYETTEVILLE.
 EZ0466'TO REACH STATION FROM THE JUNCTION OF U.S. 401 BUS. (RAEFORD RD.)
 EZ0466'AND U.S. 401 BYPASS IN W SECTION OF FAYETTEVILLE, PROCEED E ALONG
 EZ0466'U.S. 401 BUS. FOR 0.35 MI. TO STATION ON RIGHT BETWEEN TWO
 EZ0466'DRIVEWAYS, 0.5 MI. W OF INTERSECTION WITH NC 59 (HOPE MILLS RD.),
 EZ0466'AND APPROXIMATELY 300 FEET E OF BECKS MOTEL, 43.8 FT S OF C/L
 EZ0466'OF ISLAND IN U.S. 401, 5.9 FT N OF PP 40 1/2 WITH ALUMINUM REF.
 EZ0466'TAG, 60.3 FT NNW OF NW CORNER OF HOUSE 5325, 61.9 FT NNE OF NE
 EZ0466'CORNER OF HOUSE 5327, AND 77.5 FT W OF PP 488 W/TRANSFORMER AND
 EZ0466'WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 8
 EZ0466'INCHES BELOW THE GROUND.
 EZ0466
 EZ0466                          STATION RECOVERY (1979)
 EZ0466
 EZ0466'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (RAK)
 EZ0466'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ0466
 EZ0466                          STATION RECOVERY (1981)
 EZ0466
 EZ0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ0466'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 EZ0466'LOCATED ALONG US 401 BUSINESS (RAEFORD ROAD) 0.3 MILE EAST OF THE
 EZ0466'INTERSECTION WITH US 401 BYPASS IN SOUTHWEST FAYETTEVILLE, ON RIGHT
 EZ0466'BETWEEN TWO DRIVEWAYS 300 FEET EAST OF BECKS MOTEL, 43.8 FEET
 EZ0466'SOUTH-SOUTHWEST OF CENTERLINE OF ISLAND IN HIGHWAY, 60.3 FEET
 EZ0466'NORTH-NORTHWEST OF NORTHWEST CORNER OF HOUSE (5325), 61.9 FEET
 EZ0466'NORTH-NORTHEAST OF NORTHEAST CORNER OF HOUSE (5327) AND 5.7 FEET
 EZ0466'NORTH OF POWER POLE (40 1/2) AND 98.8 FEET EAST-SOUTHEAST OF TELEPHONE
 EZ0466'POLE (41) BOTH WITH TAGS.
 EZ0466'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ0466
 EZ0466                          STATION RECOVERY (1981)
 EZ0466
 EZ0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (JDB)
 EZ0466'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 EZ0466'DESCRIPTION FOLLOWS. STATION IS LOCATED IN THE WEST EDGE OF
 EZ0466'FAYETTEVILLE ALONG US 401 BUSINESS (RAEFORD ROAD), 0.3 MILE EAST OF
 EZ0466'THE JUNCTION WITH US 401 BYPASS AT THE WEST EDGE OF FAYETTEVILLE, ON
 EZ0466'THE SOUTH SIDE OF HIGHWAY APPROXIMATELY 300 FEET EAST OF BECKS MOTEL.
 EZ0466'STATION IS A STANDARD DISK STAMPED---BECK 1966---SET IN TOP OF AN 8
 EZ0466'INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS 43.8
 EZ0466'FEET SOUTH-SOUTHWEST OF CENTERLINE OF MEDIAN STRIP IN HIGHWAY, 60.3
 EZ0466'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF HOUSE (5325), 61.9 FEET
 EZ0466'NORTH-NORTHEAST OF NORTHEAST CORNER OF HOUSE (5327), 5.7 FEET NORTH OF
 EZ0466'POWER POLE 40-1/2 WITH REFERENCE TAG AND 98.8 FEET EAST SOUTHEAST OF
 EZ0466'TELEPHONE POLE 41 WITH REFERENCE TAG.
 EZ0466
 EZ0466                          STATION RECOVERY (1991)
 EZ0466
 EZ0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (LS)
 EZ0466'RECOVERED IN GOOD CONDITION.
 EZ0466
 EZ0466                          STATION RECOVERY (1991)
 EZ0466
 EZ0466'RECOVERY NOTE BY US POWER SQUADRON 1991 (LAP)
 EZ0466'RECOVERED IN GOOD CONDITION.
 EZ0466
 EZ0466                          STATION RECOVERY (2005)
 EZ0466
 EZ0466'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EZ0466'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS AND CORRECTIONS.
 EZ0466'DELETE BECKS MOTEL (STRUCTURE STILL REMAINS) AND HOUSE (5325). THE
 EZ0466'STATION IS NOW AT A VACANT LOT BETWEEN 2 ENTRANCE POINTS, (5.9 FT) SSW
 EZ0466'OF A CONCRETE CURB AT THE SW EDGE OF RAEFORD RD., (5.7 FT) N OF A CT/T
 EZ0466'POLE NOT NUMBERED PAINTED ORANGE WITH A SURVEY SYMBOL AND (98.8 FT)
 EZ0466'ESE OF A CT/T POLE WITH WITNESS TAG NUMBERED 91-41.
 EZ0466' 
 EZ0466' 
 EZ0466
 EZ0466                          STATION RECOVERY (2006)
 EZ0466
 EZ0466'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1956 ***********************************************************************
 FY1956  DESIGNATION -  BECK
 FY1956  PID         -  FY1956
 FY1956  STATE/COUNTY-  NC/GRANVILLE
 FY1956  USGS QUAD   -  CREEDMOOR (1990)
 FY1956
 FY1956                         *CURRENT SURVEY CONTROL
 FY1956  ___________________________________________________________________
 FY1956* NAD 83(2001)-  36 05 53.25228(N)    078 41 23.16665(W)     ADJUSTED  
 FY1956* NAVD 88     -       113.691  (meters)     373.00   (feet)  ADJUSTED  
 FY1956  ___________________________________________________________________
 FY1956  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 FY1956  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FY1956  DYNAMIC HT  -         113.597 (meters)     372.69  (feet)  COMP
 FY1956  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 FY1956
 FY1956  HORZ ORDER  -  SECOND
 FY1956  VERT ORDER  -  SECOND    CLASS I
 FY1956
 FY1956.The horizontal coordinates were established by classical geodetic methods
 FY1956.and adjusted by the National Geodetic Survey in August 2005.
 FY1956
 FY1956.The orthometric height was determined by differential leveling
 FY1956.and adjusted in June 1991.
 FY1956
 FY1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1956
 FY1956.The geoid height was determined by GEOID03.
 FY1956
 FY1956.The dynamic height is computed by dividing the NAVD 88
 FY1956.geopotential number by the normal gravity value computed on the
 FY1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1956.degrees latitude (g = 980.6199 gals.).
 FY1956
 FY1956.The modeled gravity was interpolated from observed gravity values.
 FY1956
 FY1956;                    North         East     Units Scale Factor Converg.
 FY1956;SPC NC       -   260,532.044   637,537.582   MT  0.99998159   +0 10 44.6
 FY1956;SPC NC       -   854,762.21  2,091,654.55   sFT  0.99998159   +0 10 44.6
 FY1956;UTM  17      - 3,997,303.214   707,974.805   MT  1.00013298   +1 21 41.8
 FY1956
 FY1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1956!SPC NC       -   0.99998717  x   0.99998159  =   0.99996876
 FY1956!UTM  17      -   0.99998717  x   1.00013298  =   1.00012015
 FY1956
 FY1956:                Primary Azimuth Mark                     Grid Az
 FY1956:SPC NC       -  OLIVER                                   006 10 48.5
 FY1956:UTM  17      -  OLIVER                                   004 59 51.3
 FY1956
 FY1956|---------------------------------------------------------------------|
 FY1956| PID    Reference Object                     Distance      Geod. Az  |
 FY1956|                                                           dddmmss.s |
 FY1956| FY2898 OLIVER                              APPROX. 1.1 KM 0062133.1 |
 FY1956|---------------------------------------------------------------------|
 FY1956
 FY1956                          SUPERSEDED SURVEY CONTROL
 FY1956
 FY1956  NAD 83(1993)-  36 05 53.26029(N)    078 41 23.17921(W) AD(       ) 2
 FY1956  NAD 83(1986)-  36 05 53.25951(N)    078 41 23.18077(W) AD(       ) 2
 FY1956  NAD 27      -  36 05 52.72895(N)    078 41 24.16831(W) AD(       ) 2
 FY1956  NGVD 29 (03/05/92)  113.957  (m)          373.87   (f) ADJUSTED    2 1
 FY1956
 FY1956.Superseded values are not recommended for survey control.
 FY1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1956.See file dsdata.txt to determine how the superseded data were derived.
 FY1956
 FY1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0797597303(NAD 83)
 FY1956_MARKER: DE = TRAVERSE STATION DISK
 FY1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1956_SP_SET: CONCRETE POST
 FY1956_STAMPING: BECK 1970
 FY1956_MARK LOGO: NCGS  
 FY1956_PROJECTION: FLUSH
 FY1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1956+STABILITY: SURFACE MOTION
 FY1956
 FY1956  HISTORY     - Date     Condition        Report By
 FY1956  HISTORY     - 1970     MONUMENTED       NCGS
 FY1956  HISTORY     - 1977     GOOD             NCGS
 FY1956  HISTORY     - 1977     GOOD             NCGS
 FY1956  HISTORY     - 1983     GOOD             USPSQD
 FY1956  HISTORY     - 1985     GOOD             USPSQD
 FY1956  HISTORY     - 1987     GOOD             USPSQD
 FY1956  HISTORY     - 1987     GOOD             USPSQD
 FY1956  HISTORY     - 1987     GOOD             USPSQD
 FY1956
 FY1956                          STATION DESCRIPTION
 FY1956
 FY1956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FY1956'BECK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY1956'VICINITY OF NORTHWEST WAKE COUNTY.
 FY1956'
 FY1956'BECK IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF CREEDMOOR.  TO
 FY1956'REACH STATION PROCEED FROM THE INTERSECTION OF NC 56 AND NC 50 IN
 FY1956'CREEDMOOR, GO SOUTH ON NC 50 FOR 0.7 MILE TO INTERSECTION OF NC 50
 FY1956'AND SR 1721, CONTINUE SOUTH ON NC 50 FOR 0.95 MILE TO STATION ON
 FY1956'LEFT, ACROSS FROM ABANDONED GAS STATION, AND 0.6 MILE NORTH OF
 FY1956'INTERSECTION OF NC 50 AND SR 1722.
 FY1956'
 FY1956'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BECK
 FY1956'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY1956'FLUSH WITH THE SURFACE OF THE GROUND.
 FY1956'
 FY1956'MARK IS
 FY1956'24.8 FEET E OF C/L OF NC 50.
 FY1956'16.2 FEET S OF CENTER OF DIRT LANE.
 FY1956'54.2 FEET N OF CENTER OF DIRT LANE.
 FY1956'54.9 FEET S OF ALUMINUM REF. TAG ON PP NO. 734A.
 FY1956'35.6 FEET S OF ALUMINUM REF. TAG ON 30 INCH PINE TREE.
 FY1956'57.3 FEET ESE OF ALUMINUM REF. TAG ON PP.
 FY1956'6.9 FEET NE OF 2 INCH PIPE FOR MAILBOX.
 FY1956
 FY1956                          STATION RECOVERY (1977)
 FY1956
 FY1956'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1956'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FY1956'
 FY1956'THE ONLY CHANGES IN THE DESCRIPTION ARE -- MARK IS 56.7 FEET NORTH OF
 FY1956'THE CENTERLINE OF SOUTHERNMOST DIRT LANE AND 5.2 FVEET SOUTHWEST OF A
 FY1956'METAL CORNER FENCE POST.
 FY1956
 FY1956                          STATION RECOVERY (1977)
 FY1956
 FY1956'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1956'1.5 MI SOUTH FROM CREEDMOOR.
 FY1956'TO REACH STATION FROM THE INTERSECTION OF NC 56 AND NC 50 IN
 FY1956'CREEDMOOR, PROCEED SOUTH ON NC 50 FOR 1.65 MILES TO STATION ON LEFT,
 FY1956'ACROSS FROM ABANDONED GAS STATION, AND 0.6 MILE NORTH OF INTERSECTION
 FY1956'OF NC 50 AND SR 1722, 24.8 FT. EAST OF CENTERLINE OF NC 50, 16.2 FT.
 FY1956'SOUTH OF CENTER OF DIRT LANE, 56.7 FT. NORTH OF CENTER OF DIRT LANE,
 FY1956'54.9 FT. SOUTH OF POWER POLE NUMBER 734A WITH ALUMINUM REF. TAG,
 FY1956'35.6 FT. SOUTH OF 30 INCH PINE WITH ALUMINUM REF. TAG, 57.3 FT. EAST
 FY1956'SOUTHEAST OF POWER POLE WITH ALUMINUM REF. TAG, 6.9 FT. NORTHEAST OF
 FY1956'2 INCH PIPE FOR MAILBOX AND 5.2 FT. SOUTHWEST OF METAL CORNER FENCE
 FY1956'POST.
 FY1956
 FY1956                          STATION RECOVERY (1983)
 FY1956
 FY1956'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY1956'BECK 1970 RECOVERED GOOD.
 FY1956'
 FY1956'RECOVERED AS DESCRIBED.
 FY1956
 FY1956                          STATION RECOVERY (1985)
 FY1956
 FY1956'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS)
 FY1956'RECOVERED IN GOOD CONDITION.
 FY1956
 FY1956                          STATION RECOVERY (1987)
 FY1956
 FY1956'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY1956'RECOVERED IN GOOD CONDITION.
 FY1956
 FY1956                          STATION RECOVERY (1987)
 FY1956
 FY1956'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1956'RECOVERED IN GOOD CONDITION.
 FY1956
 FY1956                          STATION RECOVERY (1987)
 FY1956
 FY1956'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM)
 FY1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2051 ***********************************************************************
 EB2051  DESIGNATION -  BECK
 EB2051  PID         -  EB2051
 EB2051  STATE/COUNTY-  NC/SAMPSON
 EB2051  USGS QUAD   -  CLINTON SOUTH (1986)
 EB2051
 EB2051                         *CURRENT SURVEY CONTROL
 EB2051  ___________________________________________________________________
 EB2051* NAD 83(2001)-  34 53 18.63652(N)    078 15 41.06229(W)     ADJUSTED  
 EB2051* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 EB2051  ___________________________________________________________________
 EB2051  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 EB2051  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 EB2051  HORZ ORDER  -  SECOND
 EB2051
 EB2051.The horizontal coordinates were established by classical geodetic methods
 EB2051.and adjusted by the National Geodetic Survey in August 2005.
 EB2051
 EB2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2051
 EB2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2051
 EB2051.The geoid height was determined by GEOID03.
 EB2051
 EB2051;                    North         East     Units Scale Factor Converg.
 EB2051;SPC NC       -   126,546.539   677,109.546   MT  0.99989257   +0 25 34.7
 EB2051;SPC NC       -   415,178.10  2,221,483.57   sFT  0.99989257   +0 25 34.7
 EB2051;UTM  17      - 3,864,102.059   750,272.911   MT  1.00037206   +1 34 02.1
 EB2051
 EB2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2051!SPC NC       -   0.99999877  x   0.99989257  =   0.99989134
 EB2051!UTM  17      -   0.99999877  x   1.00037206  =   1.00037083
 EB2051
 EB2051:                Primary Azimuth Mark                     Grid Az
 EB2051:SPC NC       -  BRYANT                                   029 40 50.8
 EB2051:UTM  17      -  BRYANT                                   028 32 23.4
 EB2051
 EB2051|---------------------------------------------------------------------|
 EB2051| PID    Reference Object                     Distance      Geod. Az  |
 EB2051|                                                           dddmmss.s |
 EB2051| EB2047 BRYANT                              APPROX. 1.1 KM 0300625.5 |
 EB2051|---------------------------------------------------------------------|
 EB2051
 EB2051                          SUPERSEDED SURVEY CONTROL
 EB2051
 EB2051  NAD 83(1986)-  34 53 18.64634(N)    078 15 41.07503(W) AD(       ) 2
 EB2051  NAD 27      -  34 53 18.04085(N)    078 15 42.08861(W) AD(       ) 2
 EB2051  NGVD 29 (07/19/86)   43.2    (m)          142.     (f) VERT ANG    3  
 EB2051
 EB2051.Superseded values are not recommended for survey control.
 EB2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2051.See file dsdata.txt to determine how the superseded data were derived.
 EB2051
 EB2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5027364102(NAD 83)
 EB2051_MARKER: DE = TRAVERSE STATION DISK
 EB2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2051_STAMPING: BECK 1973
 EB2051_MARK LOGO: NCGS  
 EB2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2051+STABILITY: SURFACE MOTION
 EB2051
 EB2051  HISTORY     - Date     Condition        Report By
 EB2051  HISTORY     - 1973     MONUMENTED       NCGS
 EB2051
 EB2051                          STATION DESCRIPTION
 EB2051
 EB2051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2051'BECK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2051'VICINITY OF CLINTON, NORTH CAROLINA.
 EB2051'
 EB2051'BECK IS LOCATED APPROXIMATELY 8.3 MILES SE OF CLINTON, AND 10.3 MILES
 EB2051'NE OF GARLAND.  TO REACH STATION FROM US 421 UNDERPASS OF US 701
 EB2051'SOUTH OF CLINTON, PROCEED SOUTH ALONG US 421 FOR 6.45 MILES TO
 EB2051'STATION ON THE RIGHT APPROXIMATELY 70 FEET SOUTH OF BECKS STORE AND
 EB2051'0.50 MILES NORTH OF INTERSECTION WITH SR 1941 (WEST).
 EB2051'
 EB2051'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BECK
 EB2051'1973, SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH
 EB2051'WITH THE GROUND.
 EB2051'
 EB2051'MARK IS
 EB2051'
 EB2051'34.6 FEET WNW OF C/L OF US 421.
 EB2051'2.2 FEET SSW OF SW END OF LOOPED CONCRETE.
 EB2051'28.8 FEET SE OF PECAN 18 INCH W/ALUMINUM REF. TAG.
 EB2051'67.9 FEET S OF SE CORNER OF WHITE FRAME STORE.
 EB2051'106.4 FEET NE OF TP W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2125 ***********************************************************************
 EB2125  DESIGNATION -  BECK
 EB2125  PID         -  EB2125
 EB2125  STATE/COUNTY-  NC/BRUNSWICK
 EB2125  USGS QUAD   -  FUNSTON (1990)
 EB2125
 EB2125                         *CURRENT SURVEY CONTROL
 EB2125  ___________________________________________________________________
 EB2125* NAD 83(2001)-  34 07 05.24985(N)    078 06 27.95188(W)     ADJUSTED  
 EB2125* NAVD 88     -        12.4    (meters)      41.     (feet)  VERTCON   
 EB2125  ___________________________________________________________________
 EB2125  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EB2125  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 EB2125  HORZ ORDER  -  SECOND
 EB2125
 EB2125.The horizontal coordinates were established by classical geodetic methods
 EB2125.and adjusted by the National Geodetic Survey in August 2005.
 EB2125
 EB2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2125
 EB2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2125
 EB2125.The geoid height was determined by GEOID03.
 EB2125
 EB2125;                    North         East     Units Scale Factor Converg.
 EB2125;SPC NC       -    41,208.363   691,920.309   MT  1.00006654   +0 30 53.9
 EB2125;SPC NC       -   135,197.77  2,270,075.21   sFT  1.00006654   +0 30 53.9
 EB2125;UTM  17      - 3,779,032.024   766,763.747   MT  1.00047732   +1 37 23.6
 EB2125
 EB2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2125!SPC NC       -   1.00000380  x   1.00006654  =   1.00007034
 EB2125!UTM  17      -   1.00000380  x   1.00047732  =   1.00048112
 EB2125
 EB2125:                Primary Azimuth Mark                     Grid Az
 EB2125:SPC NC       -  FLOWERS                                  219 06 48.2
 EB2125:UTM  17      -  FLOWERS                                  218 00 18.5
 EB2125
 EB2125|---------------------------------------------------------------------|
 EB2125| PID    Reference Object                     Distance      Geod. Az  |
 EB2125|                                                           dddmmss.s |
 EB2125| EB2124 FLOWERS                             APPROX. 1.0 KM 2193742.1 |
 EB2125|---------------------------------------------------------------------|
 EB2125
 EB2125                          SUPERSEDED SURVEY CONTROL
 EB2125
 EB2125  NAD 83(1986)-  34 07 05.26017(N)    078 06 27.96393(W) AD(       ) 2
 EB2125  NAD 27      -  34 07 04.64501(N)    078 06 28.98393(W) AD(       ) 2
 EB2125  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG    3  
 EB2125
 EB2125.Superseded values are not recommended for survey control.
 EB2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2125.See file dsdata.txt to determine how the superseded data were derived.
 EB2125
 EB2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6676479032(NAD 83)
 EB2125_MARKER: DE = TRAVERSE STATION DISK
 EB2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2125_STAMPING: BECK 1975
 EB2125_MARK LOGO: NCGS  
 EB2125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2125+STABILITY: SURFACE MOTION
 EB2125
 EB2125  HISTORY     - Date     Condition        Report By
 EB2125  HISTORY     - 1975     MONUMENTED       NCGS
 EB2125  HISTORY     - 19980928 MARK NOT FOUND   NCGS
 EB2125  HISTORY     - 19980928 MARK NOT FOUND   NCGS
 EB2125  HISTORY     - 20010628 MARK NOT FOUND   USPSQD
 EB2125  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 EB2125  HISTORY     - 20050908 MARK NOT FOUND   USPSQD
 EB2125
 EB2125                          STATION DESCRIPTION
 EB2125
 EB2125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2125'BECK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2125'THE VICINITY OF WINNABOW, NORTH CAROLINA.
 EB2125'
 EB2125'BECK IS LOCATED APPROXIMATELY 2.1 MILES SSW OF WINNABOW, 4.45
 EB2125'MILES NE OF BOLIVIA, AND 14.7 MILES NNW OF SOUTHPORT.  TO REACH
 EB2125'STATION FROM INTERSECTION OF SR 1406 AND SR 1521 WITH U.S. 17 AT
 EB2125'WINNABOW, PROCEED SOUTH ALONG U.S. 17 FOR 2.4 MILES TO STATION ON
 EB2125'THE LEFT, IN A YARD WITH A ONE STORY WHITE FRAMED HOUSE, AND 0.1
 EB2125'MILE NORTH OF THE INTERSECTION WITH SR 1406 (W).
 EB2125'
 EB2125'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2125'BECK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB2125'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2125'
 EB2125'MARK IS 27.6 FT ESE OF C/L OF U.S. 17
 EB2125'
 EB2125'45.0 FT NW OF NW CORNER OF WHITE HOUSE
 EB2125'
 EB2125'81.6 FT N OF SW CORNER OF WHITE HOUSE
 EB2125'
 EB2125'22.0 FT SW OF TP WITH ALUMINUM REF. TAG
 EB2125'
 EB2125'102.3 FT S OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EB2125'
 EB2125'178.5 FT NE OF TP WITH ALUMINUM REF. TAG
 EB2125
 EB2125                          STATION RECOVERY (1998)
 EB2125
 EB2125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2125'MARK NOT FOUND, ALL REFERENCES ARE GONE.  US 17 IS NOW 4 LANES INSTEAD
 EB2125'OF 2 AS IN THE DESCRIPTION.  BELIEVED LOST.
 EB2125
 EB2125                          STATION RECOVERY (1998)
 EB2125
 EB2125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2125'MARK NOT FOUND, ALL REFERENCES ARE GONE.  US 17 IS NOW 4 LANES INSTEAD
 EB2125'OF 2 AS IN THE DESCRIPTION.  BELIEVED LOST.
 EB2125
 EB2125                          STATION RECOVERY (2001)
 EB2125
 EB2125'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2125'SEARCHED SE SIDE OF US 17 WITH MICRONTA 4001 METAL DETECTOR.  NO WHITE
 EB2125'FRAME HOUSE HERE NOW.  NO RMS OR PPS.
 EB2125
 EB2125                          STATION RECOVERY (2004)
 EB2125
 EB2125'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EB2125'MARK NOT FOUND.
 EB2125
 EB2125                          STATION RECOVERY (2005)
 EB2125
 EB2125'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EB2125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2490 ***********************************************************************
 EA2490  DESIGNATION -  BECK
 EA2490  PID         -  EA2490
 EA2490  STATE/COUNTY-  NC/PENDER
 EA2490  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2490
 EA2490                         *CURRENT SURVEY CONTROL
 EA2490  ___________________________________________________________________
 EA2490* NAD 83(2001)-  34 25 25.17941(N)    077 34 33.03160(W)     ADJUSTED  
 EA2490* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 EA2490  ___________________________________________________________________
 EA2490  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EA2490  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EA2490  HORZ ORDER  -  THIRD
 EA2490
 EA2490.The horizontal coordinates were established by classical geodetic methods
 EA2490.and adjusted by the National Geodetic Survey in August 2005.
 EA2490
 EA2490.The orthometric height was scaled from a topographic map.
 EA2490
 EA2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2490
 EA2490.The geoid height was determined by GEOID03.
 EA2490
 EA2490;                    North         East     Units Scale Factor Converg.
 EA2490;SPC NC       -    75,670.369   740,507.357   MT  0.99997621   +0 49 19.1
 EA2490;SPC NC       -   248,261.87  2,429,481.22   sFT  0.99997621   +0 49 19.1
 EA2490;UTM  18      - 3,812,141.491   263,284.986   MT  1.00029074   -1 27 24.6
 EA2490
 EA2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2490!SPC NC       -   1.00000513  x   0.99997621  =   0.99998134
 EA2490!UTM  18      -   1.00000513  x   1.00029074  =   1.00029587
 EA2490
 EA2490:                Primary Azimuth Mark                     Grid Az
 EA2490:SPC NC       -  LACEY                                    046 40 34.2
 EA2490:UTM  18      -  LACEY                                    048 57 17.9
 EA2490
 EA2490|---------------------------------------------------------------------|
 EA2490| PID    Reference Object                     Distance      Geod. Az  |
 EA2490|                                                           dddmmss.s |
 EA2490| EA2502 LACEY                               APPROX. 1.8 KM 0472953.3 |
 EA2490| EA2489 BEACON 72                           APPROX. 1.9 KM 0743543.6 |
 EA2490| EA2505 SEARS LANDING TANK                  APPROX. 2.8 KM 0833249.1 |
 EA2490| EA2491 BEE                                 APPROX. 1.9 KM 1900759.7 |
 EA2490|---------------------------------------------------------------------|
 EA2490
 EA2490                          SUPERSEDED SURVEY CONTROL
 EA2490
 EA2490  NAD 83(1986)-  34 25 25.19302(N)    077 34 33.04382(W) AD(       ) 3
 EA2490  NAD 27      -  34 25 24.58900(N)    077 34 34.14900(W) AD(       ) 3
 EA2490
 EA2490.Superseded values are not recommended for survey control.
 EA2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2490.See file dsdata.txt to determine how the superseded data were derived.
 EA2490
 EA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6328512141(NAD 83)
 EA2490_MARKER: DS = TRIANGULATION STATION DISK
 EA2490_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2490_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2490_MARK LOGO: CGS   
 EA2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2490
 EA2490  HISTORY     - Date     Condition        Report By
 EA2490  HISTORY     - 1914     MONUMENTED       CGS
 EA2490  HISTORY     - 1943     GOOD             CGS
 EA2490  HISTORY     - 1964     GOOD             CGS
 EA2490  HISTORY     - 1974     GOOD             NGS
 EA2490  HISTORY     - 1976     POOR             USE
 EA2490
 EA2490                          STATION DESCRIPTION
 EA2490
 EA2490'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2490'STATION IS ON THE SECOND POINT OF MARSH ABOUT 300 YARDS W OF
 EA2490'ENTRANCE TO BISHOP CREEK, ABOUT 100 YARDS E OF A SMALL HAMMOCK OF
 EA2490'OAKS, AND 2 YARDS FROM HIGH-WATER MARK.
 EA2490'
 EA2490'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2490'AT THE CENTER OF THE TOP OF A TILE.
 EA2490'
 EA2490'THERE ARE NO REFERENCE MARKS.
 EA2490
 EA2490                          STATION RECOVERY (1943)
 EA2490
 EA2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA2490'THE ORIGINAL DESCRIPTION IS ACCURATE, BUT ITS ADEQUACY IS
 EA2490'DEBATABLE.
 EA2490'
 EA2490'THE STATION IS ABOUT 4-1/2 MILES S OF CAMP DAVIS AND 1-1/2 MILES
 EA2490'W OF SEARS LANDING, AND IT IS LOCATED ON THE SECOND POINT OF
 EA2490'MARSH S OF THE MOUTH OF BISHOP CREEK, ABOUT 100 YARDS NE OF A
 EA2490'SMALL HUMMOCK OF OAKS, AND ABOUT 2 YARDS FROM THE HIGH-WATER
 EA2490'MARK.  THERE ARE NO
 EA2490'REFERENCE MARKS.
 EA2490'
 EA2490'TO REACH FROM CAMP DAVIS RAILROAD STATION (OLD HOLLY RIDGE
 EA2490'STATION), GO SW 1.3 MILES TO TRIANGULATION STATION PENDER ON THE
 EA2490'RIGHT SIDE OF THE HIGHWAY, THENCE CONTINUE SW ON U.S. ROUTE 17
 EA2490'FOR 2.0 MILES TO A T-INTERSECTION AND TURN LEFT ONTO A GRADED
 EA2490'EARTH ROAD, THENCE SE 0.8 MILE TO A T-INTERSECTION AND CONTINUE
 EA2490'STRAIGHT AHEAD ON THE MAIN ROAD, THENCE 0.4 MILE AND CONTINUE
 EA2490'ABOUT STRAIGHT AHEAD ON POOR ROAD, THENCE MEANDER GENERALLY SE
 EA2490'ON THE MAIN TRAIL ROAD ABOUT 1.2 MILES TO A SMALL CREEK WHICH
 EA2490'IS THE END OF TRUCK TRAVEL IN ANY BUT VERY DRY WEATHER.
 EA2490'CONTINUE ALONG THE TRAIL ROAD ABOUT 100 YARDS AND BEAR RIGHT
 EA2490'ACROSS FIELD AND MARSH ABOUT 200 YARDS TO THE STATION.
 EA2490
 EA2490                          STATION RECOVERY (1964)
 EA2490
 EA2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2490'THE STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 EA2490'H.C.A. IN 1943 IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 EA2490'
 EA2490'THE STATION IS 6 FEET SOUTH OF METAL WITNESS POST, ON THE
 EA2490'HIGH WATER LINE AND PROJECTS 10 INCHES.  THE STATION IS NOT
 EA2490'STAMPED AND THERE ARE NO R.M.S.
 EA2490'
 EA2490'THE TO REACH WAS NOT VERIFIED AS THE STATION WAS VISITED BY BOAT.
 EA2490
 EA2490                          STATION RECOVERY (1974)
 EA2490
 EA2490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA2490'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT 300
 EA2490'YARDS SOUTHWEST FROM EDENS LANDING ON A SMALL HAMMOCK ABOUT 50
 EA2490'FEET BY 20 FEET THAT IS SEPARATED FROM THE MAINLAND BY ABOUT 60
 EA2490'YARDS OF MARSH.  STATION IS ON THE SOUTHEAST SIDE OF THE HAMMOCK
 EA2490'ABOUT 1.0 FEET NORTHWEST OF THE APPARENT SHORELINE.  THE DISK IS
 EA2490'UNSTAMPED, BUT HAS A PUNCH MARK NEAR THE CENTER OF THE TRIANGLE.
 EA2490'
 EA2490'INTRACOASTAL WATERWAY DAYBEACON 80 BEARS
 EA2490'SOUTH-SOUTHEAST.  DAYBEACON 78 BEARS EAST-SOUTHEAST.  SURF CITY
 EA2490'WATER TANK BEARS EAST, AND THE CENTER OF THE BRIDGE TO TOPSAIL
 EA2490'ISLAND BEARS EAST-NORTHEAST.
 EA2490'
 EA2490'IN OTHER REGARDS, THE RECOVERY NOTE BY HCA IN 1943 IS ADEQUATE.
 EA2490
 EA2490                          STATION RECOVERY (1976)
 EA2490
 EA2490'RECOVERY NOTE BY US ENGINEERS 1976 (GRN)
 EA2490'STATION FOUND POOR CAN BE USED ONLY AT LOW TIDE, DESCRIPTION
 EA2490'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3277 ***********************************************************************
 EY3277  DESIGNATION -  BECK
 EY3277  PID         -  EY3277
 EY3277  STATE/COUNTY-  NC/HYDE
 EY3277  USGS QUAD   -  PONZER (1983)
 EY3277
 EY3277                         *CURRENT SURVEY CONTROL
 EY3277  ___________________________________________________________________
 EY3277* NAD 83(2001)-  35 31 01.11694(N)    076 28 12.57106(W)     ADJUSTED  
 EY3277* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3277  ___________________________________________________________________
 EY3277  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EY3277  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EY3277  HORZ ORDER  -  THIRD
 EY3277
 EY3277.The horizontal coordinates were established by classical geodetic methods
 EY3277.and adjusted by the National Geodetic Survey in August 2005.
 EY3277
 EY3277.The orthometric height was scaled from a topographic map.
 EY3277
 EY3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3277
 EY3277.The geoid height was determined by GEOID03.
 EY3277
 EY3277;                    North         East     Units Scale Factor Converg.
 EY3277;SPC NC       -   198,935.309   839,032.258   MT  0.99988327   +1 27 36.5
 EY3277;SPC NC       -   652,673.59  2,752,725.00   sFT  0.99988327   +1 27 36.5
 EY3277;UTM  18      - 3,931,370.013   366,690.021   MT  0.99981900   -0 51 15.1
 EY3277
 EY3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3277!SPC NC       -   1.00000577  x   0.99988327  =   0.99988904
 EY3277!UTM  18      -   1.00000577  x   0.99981900  =   0.99982477
 EY3277
 EY3277|---------------------------------------------------------------------|
 EY3277| PID    Reference Object                     Distance      Geod. Az  |
 EY3277|                                                           dddmmss.s |
 EY3277| EY4781 BECK RM 1                            15.221 METERS 06850     |
 EY3277| EY4782 BECK RM 2                            20.467 METERS 14546     |
 EY3277| EY3282 COOP                                APPROX. 1.9 KM 2295402.3 |
 EY3277| EY3287 INTRACOASTAL WATERWAY BCN 24        APPROX. 2.4 KM 3341200.2 |
 EY3277|---------------------------------------------------------------------|
 EY3277
 EY3277                          SUPERSEDED SURVEY CONTROL
 EY3277
 EY3277  NAD 83(1986)-  35 31 01.12585(N)    076 28 12.58358(W) AD(       ) 3
 EY3277  NAD 27      -  35 31 00.52500(N)    076 28 13.85200(W) AD(       ) 3
 EY3277
 EY3277.Superseded values are not recommended for survey control.
 EY3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3277.See file dsdata.txt to determine how the superseded data were derived.
 EY3277
 EY3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6669031370(NAD 83)
 EY3277_MARKER: DS = TRIANGULATION STATION DISK
 EY3277_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3277_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3277
 EY3277  HISTORY     - Date     Condition        Report By
 EY3277  HISTORY     - 1934     MONUMENTED       CGS
 EY3277  HISTORY     - 1949     GOOD             CGS
 EY3277
 EY3277                          STATION DESCRIPTION
 EY3277
 EY3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3277'STATION IS ON THE EASTERN SHORE OF THE PUNGO RIVER, 7 MILES
 EY3277'E OF BELHAVEN, 650 YARDS N OF BROAD CREEK, 200 METERS SW OF
 EY3277'ENTRANCE OF FIRST CREEK N OF BROAD CREEK, ON FASTLAND WHERE
 EY3277'TREE LINE TOUCHES SHORE LINE, 25 YARDS E OF HIGH WATER.
 EY3277'
 EY3277'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3277'IN CONCRETE IN TOP OF TILE.
 EY3277
 EY3277                          STATION RECOVERY (1949)
 EY3277
 EY3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3277'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 EY3277'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED WITH
 EY3277'A STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL
 EY3277'DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3277'
 EY3277'LOCATED ON THE E SHORE OF THE PUNGO RIVER, BETWEEN BROAD AND
 EY3277'TARKILN CREEKS, IN THE EDGE OF THE TREE LINE, ABOUT 600 FEET
 EY3277'SE OF THE ENTRANCE TO TARKILN CREEK, 91 FEET SE OF THE SHORE
 EY3277'OF THE SW ONE OF TWO SMALL BIGHTS, AND 35.4 FEEET N OF A
 EY3277'TRIANGULAR BLAZE IN A 12-INCH PINE.
 EY3277'
 EY3277'STATION AND R.M.S 1 AND 2 ARE STAMPED BECK 1934, BECK 1934
 EY3277'NO 1, AND BECK 1934 NO 2, RESPECTIVELY.
 EY3277'
 EY3277'R.M. 1 IS ENE AND R.M. 2 IS SSE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4883 ***********************************************************************
 FA4883  DESIGNATION -  BECK
 FA4883  PID         -  FA4883
 FA4883  STATE/COUNTY-  NC/LINCOLN
 FA4883  USGS QUAD   -  MAIDEN (1993)
 FA4883
 FA4883                         *CURRENT SURVEY CONTROL
 FA4883  ___________________________________________________________________
 FA4883* NAD 83(2001)-  35 30 33.83134(N)    081 10 08.99403(W)     ADJUSTED  
 FA4883* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 FA4883  ___________________________________________________________________
 FA4883  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FA4883  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 FA4883  HORZ ORDER  -  SECOND
 FA4883
 FA4883.The horizontal coordinates were established by classical geodetic methods
 FA4883.and adjusted by the National Geodetic Survey in August 2005.
 FA4883
 FA4883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4883
 FA4883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4883
 FA4883.The geoid height was determined by GEOID03.
 FA4883
 FA4883;                    North         East     Units Scale Factor Converg.
 FA4883;SPC NC       -   197,320.504   412,855.871   MT  0.99988267   -1 15 07.1
 FA4883;SPC NC       -   647,375.69  1,354,511.30   sFT  0.99988267   -1 15 07.1
 FA4883;UTM  17      - 3,929,548.855   484,659.681   MT  0.99960290   -0 05 53.7
 FA4883
 FA4883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4883!SPC NC       -   0.99996163  x   0.99988267  =   0.99984431
 FA4883!UTM  17      -   0.99996163  x   0.99960290  =   0.99956455
 FA4883
 FA4883                          SUPERSEDED SURVEY CONTROL
 FA4883
 FA4883  NAD 83(1986)-  35 30 33.84197(N)    081 10 08.99735(W) AD(       ) 2
 FA4883  NGVD 29 (09/01/92)  276.3    (m)          906.     (f) VERT ANG    3  
 FA4883
 FA4883.Superseded values are not recommended for survey control.
 FA4883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4883.See file dsdata.txt to determine how the superseded data were derived.
 FA4883
 FA4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8466029549(NAD 83)
 FA4883_MARKER: DE = TRAVERSE STATION DISK
 FA4883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4883_SP_SET: CONCRETE POST
 FA4883_STAMPING: BECK 1983
 FA4883_MARK LOGO: NCGS  
 FA4883_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4883+STABILITY: SURFACE MOTION
 FA4883
 FA4883  HISTORY     - Date     Condition        Report By
 FA4883  HISTORY     - 1983     MONUMENTED       NCGS
 FA4883  HISTORY     - 19950318 GOOD             USPSQD
 FA4883  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 FA4883
 FA4883                          STATION DESCRIPTION
 FA4883
 FA4883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4883'STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTH-SOUTHEAST OF MAIDEN AND
 FA4883'9.0 KM (5.6 MI) EAST-NORTHEAST OF LINCOLNTON.
 FA4883'PROCEED ALONG NC 150 FOR 2.9 KM (1.8 MI) SOUTHWEST FROM SR 1349 (AT
 FA4883'PUMPKIN CENTER), TO A LARGE PASTURE AND A HIGH TENSION POWER LINE,
 FA4883'THENCE NORTHWEST FOLLOWING THE RIGHT-OF-WAY OF THE POWER LINE THROUGH
 FA4883'FOUR GATES FOR 0.5 KM (0.3 MI) , TO THE STATION, ON THE SOUTHWEST
 FA4883'EDGE OF THE RIGHT-OF-WAY, AT TRANSMISSION TOWER 84.
 FA4883'MARK IS FLUSH WITH GROUND.  LOCATED 11.98 M (39.30 FT) SOUTHWEST OF
 FA4883'THE SOUTHERN LEG OF THE TOWER, 14.94 M (49.02 FT) SOUTH OF THE
 FA4883'WESTERN LEG OF THE TOWER--AND 10.94 M (35.89 FT) EAST-NORTHEAST OF A
 FA4883'12-INCH WHITE OAK, 11.67 M (38.29 FT) NORTH-NORTHEAST OF AN 18-INCH
 FA4883'RED OAK, 18.87 M (61.91 FT) NORTH-NORTHWEST OF A 6-INCH SHORT LEAF
 FA4883'PINE--ALL THREE WITH REFERENCE TAGS.
 FA4883
 FA4883                          STATION RECOVERY (1995)
 FA4883
 FA4883'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4883'RECOVERED IN GOOD CONDITION.
 FA4883
 FA4883                          STATION RECOVERY (2001)
 FA4883
 FA4883'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4883'NOT FOUND.  SEARCHED W OF SEVERAL POWER PYLONS WITH MICRPNTA 4001.  NO
 FA4883'SIGN OF RMS OR WPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6077 ***********************************************************************
 AA6077  DESIGNATION -  BECK
 AA6077  PID         -  AA6077
 AA6077  STATE/COUNTY-  NC/BUNCOMBE
 AA6077  USGS QUAD   -  OTEEN (1990)
 AA6077
 AA6077                         *CURRENT SURVEY CONTROL
 AA6077  ___________________________________________________________________
 AA6077* NAD 83(2001)-  35 32 53.55576(N)    082 27 45.71154(W)     ADJUSTED  
 AA6077* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 AA6077  ___________________________________________________________________
 AA6077  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AA6077  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 AA6077  HORZ ORDER  -  SECOND
 AA6077
 AA6077.The horizontal coordinates were established by classical geodetic methods
 AA6077.and adjusted by the National Geodetic Survey in August 2005.
 AA6077
 AA6077.The orthometric height was scaled from a topographic map.
 AA6077
 AA6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6077
 AA6077.The geoid height was determined by GEOID03.
 AA6077
 AA6077;                    North         East     Units Scale Factor Converg.
 AA6077;SPC NC       -   204,951.493   295,720.075   MT  0.99988593   -1 59 54.8
 AA6077;SPC NC       -   672,411.69    970,208.28   sFT  0.99988593   -1 59 54.8
 AA6077;UTM  17      - 3,934,824.247   367,418.020   MT  0.99981662   -0 51 01.9
 AA6077
 AA6077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6077!SPC NC       -   0.99989252  x   0.99988593  =   0.99977846
 AA6077!UTM  17      -   0.99989252  x   0.99981662  =   0.99970916
 AA6077
 AA6077                          SUPERSEDED SURVEY CONTROL
 AA6077
 AA6077  NAD 83(1995)-  35 32 53.55900(N)    082 27 45.71123(W) AD(       ) 2
 AA6077  NAD 83(1986)-  35 32 53.56289(N)    082 27 45.71038(W) AD(       ) 2
 AA6077
 AA6077.Superseded values are not recommended for survey control.
 AA6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6077.See file dsdata.txt to determine how the superseded data were derived.
 AA6077
 AA6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6741834824(NAD 83)
 AA6077_MARKER: DE = TRAVERSE STATION DISK
 AA6077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6077_SP_SET: CONCRETE POST
 AA6077_STAMPING: BECK 1984
 AA6077_MARK LOGO: NCGS  
 AA6077_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6077+STABILITY: SURFACE MOTION
 AA6077
 AA6077  HISTORY     - Date     Condition        Report By
 AA6077  HISTORY     - 1984     MONUMENTED       NCGS
 AA6077
 AA6077                          STATION DESCRIPTION
 AA6077
 AA6077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6077'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) NORTHWEST OF FAIRVIEW, 6.2 MI
 AA6077'(10.0 KM) SOUTHEAST OF ASHEVILLE. ALONG US 74 FOR 2.35 MI (3.78 KM)
 AA6077'SOUTHEAST OF THE I-40 OVERPASS, OR 0.35 MI (0.56 KM) EAST-SOUTHEAST OF
 AA6077'SR 2771, IN SOUTH SHOULDER. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AA6077'US 74.  LOCATED 22.0 FT (6.7 M) SOUTH OF THE CENTERLINE OF US 74,
 AA6077'129.7 FT (39.5 M) EAST-SOUTHEAST OF STONE PILLAR AT GRAVEL ROAD--AND
 AA6077'10.5 FT (3.2 M) NORTH-NORTHEAST OF 20-INCH FORKED POPLAR, 46.0 FT
 AA6077'(14.0 M) EAST OF 28-INCH MAPLE, 57.0 FT (17.4 M) EAST-NORTHEAST OF
 AA6077'TELEPHONE POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8594 ***********************************************************************
 AE8594  DESIGNATION -  BECK
 AE8594  PID         -  AE8594
 AE8594  STATE/COUNTY-  NC/MCDOWELL
 AE8594  USGS QUAD   -  GLENWOOD (1993)
 AE8594
 AE8594                         *CURRENT SURVEY CONTROL
 AE8594  ___________________________________________________________________
 AE8594* NAD 83(2001)-  35 31 44.58112(N)    081 58 16.26542(W)     ADJUSTED  
 AE8594* NAVD 88     -       307.387  (meters)    1008.49   (feet)  ADJUSTED  
 AE8594  ___________________________________________________________________
 AE8594  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AE8594  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AE8594  DYNAMIC HT  -         307.081 (meters)    1007.48  (feet)  COMP
 AE8594  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 AE8594
 AE8594  HORZ ORDER  -  SECOND
 AE8594  VERT ORDER  -  SECOND    CLASS II
 AE8594
 AE8594.The horizontal coordinates were established by classical geodetic methods
 AE8594.and adjusted by the National Geodetic Survey in August 2005.
 AE8594
 AE8594.The orthometric height was determined by differential leveling
 AE8594.and adjusted in May 1998.
 AE8594
 AE8594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8594
 AE8594.The geoid height was determined by GEOID03.
 AE8594
 AE8594.The dynamic height is computed by dividing the NAVD 88
 AE8594.geopotential number by the normal gravity value computed on the
 AE8594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8594.degrees latitude (g = 980.6199 gals.).
 AE8594
 AE8594.The modeled gravity was interpolated from observed gravity values.
 AE8594
 AE8594;                    North         East     Units Scale Factor Converg.
 AE8594;SPC NC       -   201,383.072   340,195.938   MT  0.99988426   -1 42 53.6
 AE8594;SPC NC       -   660,704.30  1,116,126.17   sFT  0.99988426   -1 42 53.6
 AE8594;UTM  17      - 3,932,148.973   411,950.580   MT  0.99969554   -0 33 51.9
 AE8594
 AE8594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8594!SPC NC       -   0.99995674  x   0.99988426  =   0.99984101
 AE8594!UTM  17      -   0.99995674  x   0.99969554  =   0.99965230
 AE8594
 AE8594                          SUPERSEDED SURVEY CONTROL
 AE8594
 AE8594  NAD 83(1986)-  35 31 44.59138(N)    081 58 16.26541(W) AD(       ) 2
 AE8594  NAVD 88 (06/09/98)  307.38   (m)         1008.5    (f) LEVELING    3  
 AE8594
 AE8594.Superseded values are not recommended for survey control.
 AE8594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8594.See file dsdata.txt to determine how the superseded data were derived.
 AE8594
 AE8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1195132149(NAD 83)
 AE8594_MARKER: DE = TRAVERSE STATION DISK
 AE8594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8594_STAMPING: BECK 1983
 AE8594_MARK LOGO: NCGS  
 AE8594_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8594+STABILITY: SURFACE MOTION
 AE8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8594+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 AE8594
 AE8594  HISTORY     - Date     Condition        Report By
 AE8594  HISTORY     - 1983     MONUMENTED       NCGS
 AE8594  HISTORY     - 19890215 GOOD             NCGS
 AE8594  HISTORY     - 19900304 GOOD             NCGS
 AE8594
 AE8594                          STATION DESCRIPTION
 AE8594
 AE8594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 AE8594'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTH-SOUTHWEST OF VEIN
 AE8594'MOUNTAIN, AND 11.0 MI (17.7 KM) SOUTH-SOUTHEAST OF MARION, AT THE
 AE8594'MCDOWELL/RUTHERFORD COUNTY LINE. ALONG US 221 FOR 8.5 MI (13.7 KM)
 AE8594'SOUTH OF THE I-40 UNDERPASS, OR 0.5 MI (0.8 KM) NORTH OF SR 1781 AT
 AE8594'THE COUNTY LINE, AT THE SOUTH END OF THE GUARD RAIL. MARK IS FLUSH
 AE8594'WITH THE GROUND. LOCATED 22.2 FT (6.8 M) NORTHWEST OF THE CENTERLINE
 AE8594'OF US 221, 32.8 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF A GRAVEL
 AE8594'ROAD, 2.7 FT (0.8 M) SOUTHWEST OF THE SOUTH END OF THE GUARD RAIL, AND
 AE8594'160.5 FT (48.9 M) NORTH-NORTHEAST OF THE INTERSECTION OF US 221 AND SR
 AE8594'1781.
 AE8594
 AE8594                          STATION RECOVERY (1990)
 AE8594
 AE8594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE8594'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5996 ***********************************************************************
 AH5996  DESIGNATION -  BECK
 AH5996  PID         -  AH5996
 AH5996  STATE/COUNTY-  NC/DAVIDSON
 AH5996  USGS QUAD   -  HIGH POINT WEST (1993)
 AH5996
 AH5996                         *CURRENT SURVEY CONTROL
 AH5996  ___________________________________________________________________
 AH5996* NAD 83(2007)-  35 53 55.67595(N)    080 07 18.00600(W)     ADJUSTED  
 AH5996* NAVD 88     -       216.8    (meters)     711.     (feet)  GPS OBS   
 AH5996  ___________________________________________________________________
 AH5996  EPOCH DATE  -        2002.00
 AH5996  X           -     887,417.569 (meters)                     COMP
 AH5996  Y           -  -5,096,051.623 (meters)                     COMP
 AH5996  Z           -   3,719,210.067 (meters)                     COMP
 AH5996  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 AH5996  ELLIP HEIGHT-         185.439 (meters)          (02/10/07) ADJUSTED
 AH5996  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 AH5996
 AH5996  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5996  Type    PID    Designation                      North   East  Ellip
 AH5996  -------------------------------------------------------------------
 AH5996  NETWORK AH5996 BECK                              0.63   0.51   1.41
 AH5996  -------------------------------------------------------------------
 AH5996
 AH5996.The horizontal coordinates were established by GPS observations
 AH5996.and adjusted by the National Geodetic Survey in February 2007.
 AH5996
 AH5996.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5996.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5996.The horizontal coordinates are valid at the epoch date displayed above.
 AH5996.The epoch date for horizontal control is a decimal equivalence
 AH5996.of Year/Month/Day.
 AH5996
 AH5996.The orthometric height was determined by GPS observations and a
 AH5996.high-resolution geoid model.
 AH5996
 AH5996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5996
 AH5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5996
 AH5996.The ellipsoidal height was determined by GPS observations
 AH5996.and is referenced to NAD 83.
 AH5996
 AH5996.The geoid height was determined by GEOID03.
 AH5996
 AH5996;                    North         East     Units Scale Factor Converg.
 AH5996;SPC NC       -   238,944.280   508,347.022   MT  0.99993624   -0 38 50.6
 AH5996;SPC NC       -   783,936.36  1,667,801.85   sFT  0.99993624   -0 38 50.6
 AH5996;UTM  17      - 3,973,080.120   579,263.941   MT  0.99967742   +0 30 54.1
 AH5996
 AH5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5996!SPC NC       -   0.99997090  x   0.99993624  =   0.99990714
 AH5996!UTM  17      -   0.99997090  x   0.99967742  =   0.99964833
 AH5996
 AH5996                          SUPERSEDED SURVEY CONTROL
 AH5996
 AH5996  NAD 83(2001)-  35 53 55.67605(N)    080 07 18.00604(W) AD(       ) 1
 AH5996  ELLIP H (03/13/03)  185.442  (m)                       GP(       ) 4 2
 AH5996  NAD 83(1986)-  35 53 55.68316(N)    080 07 18.01319(W) AD(       ) 1
 AH5996
 AH5996.Superseded values are not recommended for survey control.
 AH5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5996.See file dsdata.txt to determine how the superseded data were derived.
 AH5996
 AH5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7926473080(NAD 83)
 AH5996_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5996_STAMPING: BECK 1994
 AH5996_MARK LOGO: NCGS  
 AH5996_PROJECTION: FLUSH
 AH5996_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5996+STABILITY: SURFACE MOTION
 AH5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5996+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH5996
 AH5996  HISTORY     - Date     Condition        Report By
 AH5996  HISTORY     - 1994     MONUMENTED       NCGS
 AH5996
 AH5996                          STATION DESCRIPTION
 AH5996
 AH5996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AH5996'LOCATED ABOUT 2.4 MI (3.9 KM) WEST-NORTHWEST OF THOMASVILLE AND 9.0 MI
 AH5996'(14.5 KM) NORTHEAST OF LEXINGTON. PROCEED ALONG THE I-85 BUSINESS LOOP
 AH5996'FOR 2.05 MI (3.30 KM) SOUTHWEST FROM THE NC 109 OVERPASS, THENCE NORTH
 AH5996'FOR 1.05 MI (1.69 KM) ALONG SR 1787 (KANOY ROAD), THENCE EAST FOR 0.45
 AH5996'MI (0.72 KM) ALONG SR 1792 (MYERS ROAD) TO STATION, ON THE SOUTH SIDE
 AH5996'AT BECK OIL CO. AND GENERAL STORE. MARK IS ABOUT 1 FOOT (0.3 M) LOWER
 AH5996'THAN SR 1792 AND IS FLUSH WITH GROUND. LOCATED 19.7 FT (6.0 M)
 AH5996'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1792, 67.0 FT (20.4 M)
 AH5996'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A MOBILE HOME, 67.0 FT
 AH5996'(20.4 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF A DRIVEWAY AND
 AH5996'CENTERLINE OF SR 1792--AND 116.2 FT (35.4 M) EAST OF A POWER POLE,
 AH5996'92.9 FT (28.3 M) WEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8279 ***********************************************************************
 AH8279  DESIGNATION -  BECK
 AH8279  PID         -  AH8279
 AH8279  STATE/COUNTY-  NC/CHEROKEE
 AH8279  USGS QUAD   -  MURPHY (1990)
 AH8279
 AH8279                         *CURRENT SURVEY CONTROL
 AH8279  ___________________________________________________________________
 AH8279* NAD 83(2001)-  35 05 28.94460(N)    084 01 15.19169(W)     ADJUSTED  
 AH8279* NAVD 88     -       502.9    (meters)    1650.     (feet)  VERTCON   
 AH8279  ___________________________________________________________________
 AH8279  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AH8279  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AH8279  HORZ ORDER  -  SECOND
 AH8279
 AH8279.The horizontal coordinates were established by classical geodetic methods
 AH8279.and adjusted by the National Geodetic Survey in August 2005.
 AH8279
 AH8279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8279
 AH8279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8279
 AH8279.The geoid height was determined by GEOID03.
 AH8279
 AH8279;                    North         East     Units Scale Factor Converg.
 AH8279;SPC NC       -   160,372.872   152,015.477   MT  0.99987649   -2 53 52.5
 AH8279;SPC NC       -   526,156.66    498,737.44   sFT  0.99987649   -2 53 52.5
 AH8279;UTM  16      - 3,887,237.323   771,588.306   MT  1.00050915   +1 42 49.3
 AH8279;UTM  17      - 3,887,352.095   224,602.283   MT  1.00053484   -1 44 15.9
 AH8279
 AH8279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8279!SPC NC       -   0.99992558  x   0.99987649  =   0.99980208
 AH8279!UTM  16      -   0.99992558  x   1.00050915  =   1.00043469
 AH8279!UTM  17      -   0.99992558  x   1.00053484  =   1.00046038
 AH8279
 AH8279                          SUPERSEDED SURVEY CONTROL
 AH8279
 AH8279  NAD 83(1986)-  35 05 28.94813(N)    084 01 15.19596(W) AD(       ) 2
 AH8279  NGVD 29 (07/29/98)  502.9    (m)         1650.     (f) VERT ANG    3  
 AH8279
 AH8279.Superseded values are not recommended for survey control.
 AH8279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8279.See file dsdata.txt to determine how the superseded data were derived.
 AH8279
 AH8279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7158887237(NAD 83)
 AH8279_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8279_STAMPING: BECK 1985
 AH8279_MARK LOGO: NCGS  
 AH8279_PROJECTION: FLUSH
 AH8279_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8279+STABILITY: SURFACE MOTION
 AH8279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8279+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2000
 AH8279
 AH8279  HISTORY     - Date     Condition        Report By
 AH8279  HISTORY     - 1985     MONUMENTED       NCGS
 AH8279  HISTORY     - 20000105 GOOD             NCGS
 AH8279
 AH8279                          STATION DESCRIPTION
 AH8279
 AH8279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH8279'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST-NORTHEAST OF MURPHY.
 AH8279'ALONG US 19-129 FOR 1.6 KM (1.0 MI) NORTH-NORTHEAST OF THE US
 AH8279'19-64-129 BRIDGE OVER THE HIWASSEE RIVER AT MURPHY, OR 1.0 KM (0.65
 AH8279'MI) SOUTH-SOUTHWEST OF SR 1649 (BULLDOG DRIVE), BEHIND GUARDRAIL.
 AH8279'STATION IS A STANDARD NCGS DISK STAMPED---BECK 1985---, SET INTO THE
 AH8279'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.
 AH8279'LOCATED 7.77 M (25.5 FT) EAST FROM THE CENTERLINE OF NORTH BOUND LANES
 AH8279'OF HIGHWAY, 0.98 M (3.2 FT) EAST FROM THE GUARD RAIL, AND 34.14 M (112
 AH8279'FT) NORTHEAST FROM THE CENTER OF IRON DRAINAGE GRATE. MARK IS ONE FOOT
 AH8279'BELOW HIGHWAY.
 AH8279
 AH8279                          STATION RECOVERY (2000)
 AH8279
 AH8279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AH8279'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AH8279'THE STATION IS AT A BREAK IN THE GUARD RAIL TO ALLOW ACCESS TO A GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0924 ***********************************************************************
 EZ0924  DESIGNATION -  BECKANA
 EZ0924  PID         -  EZ0924
 EZ0924  STATE/COUNTY-  NC/WAKE
 EZ0924  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0924
 EZ0924                         *CURRENT SURVEY CONTROL
 EZ0924  ___________________________________________________________________
 EZ0924* NAD 83(2001)-  35 50 07.98187(N)    078 40 08.79791(W)     ADJUSTED  
 EZ0924* NAVD 88     -        79.489  (meters)     260.79   (feet)  ADJUSTED  
 EZ0924  ___________________________________________________________________
 EZ0924  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 EZ0924  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 EZ0924  DYNAMIC HT  -          79.422 (meters)     260.57  (feet)  COMP
 EZ0924  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 EZ0924
 EZ0924  HORZ ORDER  -  SECOND
 EZ0924  VERT ORDER  -  SECOND    CLASS 0
 EZ0924
 EZ0924.The horizontal coordinates were established by classical geodetic methods
 EZ0924.and adjusted by the National Geodetic Survey in August 2005.
 EZ0924
 EZ0924.The orthometric height was determined by differential leveling
 EZ0924.and adjusted in June 1991.
 EZ0924
 EZ0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0924
 EZ0924.The geoid height was determined by GEOID03.
 EZ0924
 EZ0924.The dynamic height is computed by dividing the NAVD 88
 EZ0924.geopotential number by the normal gravity value computed on the
 EZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0924.degrees latitude (g = 980.6199 gals.).
 EZ0924
 EZ0924.The modeled gravity was interpolated from observed gravity values.
 EZ0924
 EZ0924;                    North         East     Units Scale Factor Converg.
 EZ0924;SPC NC       -   231,404.723   639,494.936   MT  0.99992439   +0 11 27.5
 EZ0924;SPC NC       -   759,200.33  2,098,076.30   sFT  0.99992439   +0 11 27.5
 EZ0924;UTM  17      - 3,968,216.828   710,531.231   MT  1.00014620   +1 21 54.5
 EZ0924
 EZ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0924!SPC NC       -   0.99999265  x   0.99992439  =   0.99991704
 EZ0924!UTM  17      -   0.99999265  x   1.00014620  =   1.00013885
 EZ0924
 EZ0924:                Primary Azimuth Mark                     Grid Az
 EZ0924:SPC NC       -  CREEK                                    072 54 24.5
 EZ0924:UTM  17      -  CREEK                                    071 43 57.5
 EZ0924
 EZ0924|---------------------------------------------------------------------|
 EZ0924| PID    Reference Object                     Distance      Geod. Az  |
 EZ0924|                                                           dddmmss.s |
 EZ0924| EZ0923 CREEK                               APPROX. 0.6 KM 0730552.0 |
 EZ0924|---------------------------------------------------------------------|
 EZ0924
 EZ0924                          SUPERSEDED SURVEY CONTROL
 EZ0924
 EZ0924  NAD 83(1986)-  35 50 07.98484(N)    078 40 08.80749(W) AD(       ) 2
 EZ0924  NAD 27      -  35 50 07.44680(N)    078 40 09.79200(W) AD(       ) 2
 EZ0924  NGVD 29 (??/??/92)   79.764  (m)          261.69   (f) ADJ UNCH    2 0
 EZ0924
 EZ0924.Superseded values are not recommended for survey control.
 EZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0924.See file dsdata.txt to determine how the superseded data were derived.
 EZ0924
 EZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1053168217(NAD 83)
 EZ0924_MARKER: DE = TRAVERSE STATION DISK
 EZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0924_SP_SET: CONCRETE POST
 EZ0924_STAMPING: BECKANA 1965
 EZ0924_MARK LOGO: NCGS  
 EZ0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0924+STABILITY: SURFACE MOTION
 EZ0924
 EZ0924  HISTORY     - Date     Condition        Report By
 EZ0924  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0924  HISTORY     - 1973     GOOD             NCGS
 EZ0924  HISTORY     - 1973     GOOD             NCGS
 EZ0924  HISTORY     - 1980     GOOD             LOCENG
 EZ0924  HISTORY     - 1983     GOOD             NCGS
 EZ0924  HISTORY     - 1983     GOOD             NCGS
 EZ0924  HISTORY     - 19860615 GOOD             NCGS
 EZ0924
 EZ0924                          STATION DESCRIPTION
 EZ0924
 EZ0924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0924'BECKANA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0924'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0924'
 EZ0924'BECKANA IS 4.2 MILES NNW OF RALEIGH.  LOCATED 0.45 MILES
 EZ0924'W ALONG U.S. 1 (BYPASS) FROM BRIDGE OVER CRABTREE CREEK.  0.3
 EZ0924'MILES SE ALONG U.S. 70 FROM BRIDGE OVER CRABTREE CREEK.  AND
 EZ0924'AT THE N END OF THE BRIDGE IN THE MEDIAN.
 EZ0924'
 EZ0924'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0924'BECKANA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0924'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ0924'
 EZ0924'MARK IS
 EZ0924'
 EZ0924'18.4 FT SE OF C/L OF W BOUND LANE
 EZ0924'
 EZ0924'2.8 FT W OF BRIDGE CURB
 EZ0924'
 EZ0924'25.1 FT N OF INSIDE BRIDGE ABUTMENT ON E BOUND LANE
 EZ0924'
 EZ0924'5.5 FT SE OF YELLOW ARROW PAINTED ON BRIDGE
 EZ0924'
 EZ0924'4.7 FT SE OF YELLOW ARROW PAINTED ON W BOUND LANE OF BYPASS
 EZ0924'
 EZ0924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0924
 EZ0924                          STATION RECOVERY (1973)
 EZ0924
 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0924'GOOD.
 EZ0924
 EZ0924                          STATION RECOVERY (1973)
 EZ0924
 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0924'4.2 MI NNW FROM RALEIGH.
 EZ0924'STATION IS LOCATED AT THE U.S. 1 - U.S. 64 BYPASS (BELTLINE)
 EZ0924'BRIDGES OVER U.S. 70, AT THE SE CORNER OF WEST BOUND LANE BRIDGE
 EZ0924'OF U.S. 1 - U.S. 64, 18.4 FT S OF C/L OF WEST BOUND LANE, 04.3
 EZ0924'FT SE OF CENTER OF EAST END OF SOUTH RAIL OF BRIDGE ON WEST
 EZ0924'BOUND LANE, 03.3 FT W OF CENTER OF END OF CURB, AND 08.8 FT W OF
 EZ0924'REFLECTOR POST WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH WITH
 EZ0924'THE GROUND.
 EZ0924
 EZ0924                          STATION RECOVERY (1980)
 EZ0924
 EZ0924'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JRS)
 EZ0924'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EZ0924
 EZ0924                          STATION RECOVERY (1983)
 EZ0924
 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ0924'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0924'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 EZ0924'
 EZ0924'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 EZ0924
 EZ0924                          STATION RECOVERY (1983)
 EZ0924
 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ0924'RECOVERED IN GOOD CONDITION.
 EZ0924
 EZ0924                          STATION RECOVERY (1986)
 EZ0924
 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2234 ***********************************************************************
 EA2234  DESIGNATION -  BECKY
 EA2234  PID         -  EA2234
 EA2234  STATE/COUNTY-  NC/ONSLOW
 EA2234  USGS QUAD   -  HUBERT (1988)
 EA2234
 EA2234                         *CURRENT SURVEY CONTROL
 EA2234  ___________________________________________________________________
 EA2234* NAD 83(2001)-  34 38 41.55502(N)    077 07 47.12277(W)     ADJUSTED  
 EA2234* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 EA2234  ___________________________________________________________________
 EA2234  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EA2234  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA2234  HORZ ORDER  -  SECOND
 EA2234
 EA2234.The horizontal coordinates were established by classical geodetic methods
 EA2234.and adjusted by the National Geodetic Survey in August 2005.
 EA2234
 EA2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2234
 EA2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2234
 EA2234.The geoid height was determined by GEOID03.
 EA2234
 EA2234;                    North         East     Units Scale Factor Converg.
 EA2234;SPC NC       -   100,885.067   781,044.240   MT  0.99992829   +1 04 46.0
 EA2234;SPC NC       -   330,987.09  2,562,475.98   sFT  0.99992829   +1 04 46.0
 EA2234;UTM  18      - 3,835,725.305   304,804.286   MT  1.00006964   -1 12 40.0
 EA2234
 EA2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2234!SPC NC       -   1.00000564  x   0.99992829  =   0.99993393
 EA2234!UTM  18      -   1.00000564  x   1.00006964  =   1.00007528
 EA2234
 EA2234:                Primary Azimuth Mark                     Grid Az
 EA2234:SPC NC       -  SWANSBORO MUNICIPAL TANK                 006 08 48.6
 EA2234:UTM  18      -  SWANSBORO MUNICIPAL TANK                 008 26 14.6
 EA2234
 EA2234|---------------------------------------------------------------------|
 EA2234| PID    Reference Object                     Distance      Geod. Az  |
 EA2234|                                                           dddmmss.s |
 EA2234| EA2203 SWANSBORO MUNICIPAL TANK            APPROX. 5.0 KM 0071334.6 |
 EA2234| EA2173 BOGUE INLET US COAST GUARD TWR      APPROX. 3.1 KM 0843731.4 |
 EA2234| EA3201 BECKY RM 1                            9.555 METERS 11725     |
 EA2234| EA3202 BECKY RM 2                            9.482 METERS 20929     |
 EA2234| EA2247 SWANSBORO NC TEACHERS ASSOC TK      APPROX. 3.3 KM 3414413.0 |
 EA2234|---------------------------------------------------------------------|
 EA2234
 EA2234                          SUPERSEDED SURVEY CONTROL
 EA2234
 EA2234  NAD 83(1986)-  34 38 41.56738(N)    077 07 47.13448(W) AD(       ) 2
 EA2234  NAD 27      -  34 38 40.98075(N)    077 07 48.31031(W) AD(       ) 2
 EA2234  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG    3  
 EA2234
 EA2234.Superseded values are not recommended for survey control.
 EA2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2234.See file dsdata.txt to determine how the superseded data were derived.
 EA2234
 EA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0480435725(NAD 83)
 EA2234_MARKER: DS = TRIANGULATION STATION DISK
 EA2234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EA2234+WITH SETTING: INFORMATION.
 EA2234_SP_SET: PREFABRICATED CONCRETE POST
 EA2234
 EA2234  HISTORY     - Date     Condition        Report By
 EA2234  HISTORY     - 1962     MONUMENTED       CGS
 EA2234  HISTORY     - 1965     GOOD             CGS
 EA2234  HISTORY     - 1978     GOOD             USE
 EA2234
 EA2234                          STATION DESCRIPTION
 EA2234
 EA2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2234'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SWANSBORO, ABOUT
 EA2234'2 MILES WEST OF THE SWANBORO BOGUE INLET U.S. COAST GUARD
 EA2234'STATION IN LOW MARSH LAND NEAR THE NORTHWEST POINT OF BEAR
 EA2234'BEACH ON THE WEST SIDE OF BOGUE INLET AND TO THE WEST OF A
 EA2234'LARGE SAND DUNE.  STATION IS 20 FEET NORTHEAST OF A 10 INCH
 EA2234'OAK TREE WITH TRIANGLE BLAZE, 17 FEET SOUTH OF WATER EDGE AT
 EA2234'LOW TIDE AND 2.5 FEET WEST OF A WITNESS POST WITH METAL
 EA2234'SIGN.  STATION IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP
 EA2234'OF A 5/8 COPPERWELD ROD THAT IS DRIVEN INTO THE GROUND ABOUT 32
 EA2234'FEET.  THE ROD IS WITHIN A 1 INCH BY 5 FEET GALVANIZED PIPE
 EA2234'AND WITHIN A 2 INCH BY 5 FOOT GALVANIZED PIPE.  THE MARK
 EA2234'PROJECTS 10 INCHES AND THE DISK IS STAMPED BECKY 1962.
 EA2234'
 EA2234'REFERENCE MARK NO. 1 IS 33 FEET WEST OF A 10 INCH OAK TREE,
 EA2234'28 FEET SOUTH OF WATER EDGE AT LOW TIDE AND 27 FEET NORTH OF
 EA2234'AN 8 INCH OAK TREE.  IT IS MARKED BY A STANDARD DISK CLAMPED
 EA2234'TO THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN 24 FEET
 EA2234'INTO THE GROUND.  THE ROD IS WITHIN A 1 INCH BY 5 FOOT
 EA2234'GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FEET SECTION OF
 EA2234'GALVANIZED PIPE.  THE DISK IS STAMPED BECKY NO 1 1962 AND
 EA2234'PROJECTS 6 INCHES.
 EA2234'
 EA2234'REFERENCE MARK NO. 2 IS 22 FEET WEST OF A 10 INCH TREE WITH
 EA2234'A TRIANGLE BLAZE, 17 FEET EAST OF THE WATER EDGE AT LOW TIDE AND 14
 EA2234'FEET NORTH OF AN 8 INCH OAK TREE.  IT IS MARKED BY A STANDARD DISK
 EA2234'CLAMPED TO THE TOP OF A 5/8 INCH COPPERWELD ROD THAT IS DRIVEN
 EA2234'24 FEET INTO THE GROUND.  THE ROD IS WITHIN A 1 INCH BY 5 FOOT
 EA2234'GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT GALVANIZED
 EA2234'PIPE.  THE DISK IS STAMPED BECKY NO 2 1962 AND PROJECTS 6
 EA2234'INCHES.
 EA2234'
 EA2234'STATION WAS REACHED BY BOAT FROM SWANSBORO.
 EA2234'
 EA2234'HEIGHT OF LIGHT ABOVE STATION MARK 3.25 METERS.
 EA2234
 EA2234                          STATION RECOVERY (1965)
 EA2234
 EA2234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2234'THE STATION MARK, R. M. 1 AND R.M 2 WERE RECOVERED IN GOOD
 EA2234'CONDITION.  THE DISTANCES TO THE R.M.S WERE VERIFIED.
 EA2234'
 EA2234'THE DESCRIPTION IS ADEQUATE.
 EA2234
 EA2234                          STATION RECOVERY (1978)
 EA2234
 EA2234'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 EA2234'BECKY 1962 FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8424 ***********************************************************************
 AE8424  DESIGNATION -  BECKY
 AE8424  PID         -  AE8424
 AE8424  STATE/COUNTY-  NC/MONTGOMERY
 AE8424  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8424
 AE8424                         *CURRENT SURVEY CONTROL
 AE8424  ___________________________________________________________________
 AE8424* NAD 83(2001)-  35 16 48.44073(N)    080 03 08.13157(W)     ADJUSTED  
 AE8424* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 AE8424  ___________________________________________________________________
 AE8424  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AE8424  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE8424  HORZ ORDER  -  SECOND
 AE8424
 AE8424.The horizontal coordinates were established by classical geodetic methods
 AE8424.and adjusted by the National Geodetic Survey in August 2005.
 AE8424
 AE8424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8424
 AE8424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8424
 AE8424.The geoid height was determined by GEOID03.
 AE8424
 AE8424;                    North         East     Units Scale Factor Converg.
 AE8424;SPC NC       -   170,243.728   513,884.933   MT  0.99987271   -0 36 26.4
 AE8424;SPC NC       -   558,541.30  1,685,970.82   sFT  0.99987271   -0 36 26.4
 AE8424;UTM  17      - 3,904,520.030   586,188.511   MT  0.99969155   +0 32 50.7
 AE8424
 AE8424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8424!SPC NC       -   0.99998179  x   0.99987271  =   0.99985451
 AE8424!UTM  17      -   0.99998179  x   0.99969155  =   0.99967335
 AE8424
 AE8424                          SUPERSEDED SURVEY CONTROL
 AE8424
 AE8424  NAD 83(1986)-  35 16 48.45177(N)    080 03 08.14293(W) AD(       ) 2
 AE8424  NGVD 29 (04/08/98)  146.7    (m)          481.     (f) VERT ANG    3  
 AE8424
 AE8424.Superseded values are not recommended for survey control.
 AE8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8424.See file dsdata.txt to determine how the superseded data were derived.
 AE8424
 AE8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8618904520(NAD 83)
 AE8424_MARKER: DE = TRAVERSE STATION DISK
 AE8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8424_STAMPING: BECKY 1983
 AE8424_MARK LOGO: NCGS  
 AE8424_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8424+STABILITY: SURFACE MOTION
 AE8424
 AE8424  HISTORY     - Date     Condition        Report By
 AE8424  HISTORY     - 1983     MONUMENTED       NCGS
 AE8424
 AE8424                          STATION DESCRIPTION
 AE8424
 AE8424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8424'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHWEST OF MT.
 AE8424'GILEAD AND ABOUT 8.7 KM (5.40 MI) NORTHEAST OF NORWOOD.$ALONG NC 73
 AE8424'FOR 4.0 KM (2.50 MI) SOUTHEAST FROM NC 24-27, ON THE EAST SIDE OF THE
 AE8424'HIGHWAY ON A CUT NEAR THE WOODS LINE, OR 0.8 KM (0.50 MI) SOUTHEAST OF
 AE8424'SR 1150.$MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 6-FEET HIGHER
 AE8424'THAN THE HIGHWAY. LOCATED 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE
 AE8424'OF NC 73--AND 6.6 M (21.7 FT) NORTHWEST OF AN 8-INCH PINE, 2.9 M (9.5
 AE8424'FT) SOUTH-SOUTHEAST OF A 10-INCH PINE, 9.5 M (31.2 FT) SOUTHWEST OF A
 AE8424'10-INCH PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8210 ***********************************************************************
 AF8210  DESIGNATION -  BECKY
 AF8210  PID         -  AF8210
 AF8210  STATE/COUNTY-  NC/POLK
 AF8210  USGS QUAD   -  MILL SPRING (1990)
 AF8210
 AF8210                         *CURRENT SURVEY CONTROL
 AF8210  ___________________________________________________________________
 AF8210* NAD 83(2001)-  35 17 15.62114(N)    082 08 24.38377(W)     ADJUSTED  
 AF8210* NAVD 88     -       295.4    (meters)     969.     (feet)  VERT ANG  
 AF8210  ___________________________________________________________________
 AF8210  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AF8210  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 AF8210  HORZ ORDER  -  SECOND
 AF8210
 AF8210.The horizontal coordinates were established by classical geodetic methods
 AF8210.and adjusted by the National Geodetic Survey in August 2005.
 AF8210
 AF8210.The orthometric height was determined by vertical angle observations.
 AF8210
 AF8210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8210
 AF8210.The geoid height was determined by GEOID03.
 AF8210
 AF8210;                    North         East     Units Scale Factor Converg.
 AF8210;SPC NC       -   175,090.819   324,037.451   MT  0.99987279   -1 48 44.6
 AF8210;SPC NC       -   574,443.80  1,063,112.87   sFT  0.99987279   -1 48 44.6
 AF8210;UTM  17      - 3,905,541.527   396,326.511   MT  0.99973246   -0 39 31.2
 AF8210
 AF8210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8210!SPC NC       -   0.99995862  x   0.99987279  =   0.99983142
 AF8210!UTM  17      -   0.99995862  x   0.99973246  =   0.99969110
 AF8210
 AF8210                          SUPERSEDED SURVEY CONTROL
 AF8210
 AF8210  NAD 83(1986)-  35 17 15.63367(N)    082 08 24.38908(W) AD(       ) 2
 AF8210
 AF8210.Superseded values are not recommended for survey control.
 AF8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8210.See file dsdata.txt to determine how the superseded data were derived.
 AF8210
 AF8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9632705542(NAD 83)
 AF8210_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8210_STAMPING: BECKY 1985
 AF8210_MARK LOGO: NCGS  
 AF8210_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8210+STABILITY: SURFACE MOTION
 AF8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8210+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AF8210
 AF8210  HISTORY     - Date     Condition        Report By
 AF8210  HISTORY     - 1985     MONUMENTED       NCGS
 AF8210  HISTORY     - 20011207 GOOD             USPSQD
 AF8210  HISTORY     - 20060925 GOOD             USPSQD
 AF8210
 AF8210                          STATION DESCRIPTION
 AF8210
 AF8210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8210'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) EAST-SOUTHEAST OF MILL
 AF8210'SPRING, AND 6.6 KM (4.10 MI) NORTHEAST OF COLUMBUS. ALONG NC 9 FOR 2.3
 AF8210'KM (1.40 MI) EAST-SOUTHEAST OF THE NC 108 INTERSECTION IN MILL SPRING,
 AF8210'BETWEEN NC 9 AND A DIRT DRIVE. MARK IS FLUSH WITH GROUND AND LEVEL
 AF8210'WITH NC 9. LOCATED 8.8 M (28.9 FT) SOUTH OF THE CENTERLINE OF NC 9,
 AF8210'3.8 M (12.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF DIRT DRIVE, 44.5
 AF8210'M (146.0 FT) WEST OF THE CENTERLINE OF ASPHALT DRIVE--AND 22.4 M (73.5
 AF8210'FT) EAST OF POWER POLE, 35.36 M (116.01 FT) WEST-NORTHWEST OF POWER
 AF8210'POLE--BOTH WITH REFERENCE TAGS.
 AF8210
 AF8210                          STATION RECOVERY (2001)
 AF8210
 AF8210'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 AF8210'RECOVERED IN GOOD CONDITION.
 AF8210
 AF8210                          STATION RECOVERY (2006)
 AF8210
 AF8210'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 AF8210'STATION LOCATED AT ADDRESS OF 1464
 AF8210'118 FT WEST NORTHWEST POWER POLE NUMBER 1501 029
 AF8210'70.4 FEET EAST SOUTHEAST POWER POLE NUMBER 1501 028
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9899 ***********************************************************************
 AG9899  DESIGNATION -  BECKY
 AG9899  PID         -  AG9899
 AG9899  STATE/COUNTY-  NC/ANSON
 AG9899  USGS QUAD   -  LILESVILLE (1982)
 AG9899
 AG9899                         *CURRENT SURVEY CONTROL
 AG9899  ___________________________________________________________________
 AG9899* NAD 83(2001)-  34 56 11.84344(N)    079 56 10.60375(W)     ADJUSTED  
 AG9899* NAVD 88     -       149.1    (meters)     489.     (feet)  VERT ANG  
 AG9899  ___________________________________________________________________
 AG9899  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AG9899  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AG9899  HORZ ORDER  -  SECOND
 AG9899
 AG9899.The horizontal coordinates were established by classical geodetic methods
 AG9899.and adjusted by the National Geodetic Survey in August 2005.
 AG9899
 AG9899.The orthometric height was determined by vertical angle observations.
 AG9899
 AG9899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9899
 AG9899.The geoid height was determined by GEOID03.
 AG9899
 AG9899;                    North         East     Units Scale Factor Converg.
 AG9899;SPC NC       -   132,035.751   524,075.071   MT  0.99988763   -0 32 25.4
 AG9899;SPC NC       -   433,187.29  1,719,402.96   sFT  0.99988763   -0 32 25.4
 AG9899;UTM  17      - 3,866,531.294   597,143.037   MT  0.99971630   +0 36 33.2
 AG9899
 AG9899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9899!SPC NC       -   0.99998144  x   0.99988763  =   0.99986907
 AG9899!UTM  17      -   0.99998144  x   0.99971630  =   0.99969774
 AG9899
 AG9899                          SUPERSEDED SURVEY CONTROL
 AG9899
 AG9899  NAD 83(1986)-  34 56 11.85183(N)    079 56 10.61203(W) AD(       ) 2
 AG9899
 AG9899.Superseded values are not recommended for survey control.
 AG9899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9899.See file dsdata.txt to determine how the superseded data were derived.
 AG9899
 AG9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9714366531(NAD 83)
 AG9899_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9899_STAMPING: BECKY 1989
 AG9899_MARK LOGO: NCGS  
 AG9899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9899+STABILITY: SURFACE MOTION
 AG9899
 AG9899  HISTORY     - Date     Condition        Report By
 AG9899  HISTORY     - 1989     MONUMENTED       NCGS
 AG9899
 AG9899                          STATION DESCRIPTION
 AG9899
 AG9899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (DRS)
 AG9899'ALONG SR 1801 (PIT ROAD) FOR 2.5 MI (4.0 KM) SOUTHEAST FROM US 74, IN
 AG9899'THE NORTHEAST CORNER OF CEMETERY, AT GUM SPRINGS BAPTIST CHURCH. MARK
 AG9899'IS RECESSED 1 INCH BELOW GROUND. LOCATED 25.8 FT (7.9 M)
 AG9899'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1801, 137.0 FT (41.8 M)
 AG9899'EAST-SOUTHEAST OF EAST END OF CULVERT UNDER EAST DRIVEWAY TO CHURCH,
 AG9899'52.0 FT (15.8 M) EAST-NORTHEAST OF--WILBERT THOMAS KNOTTS--HEADSTONE,
 AG9899'AND 108.0 FT (32.9 M) SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE
 AG9899'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4912 ***********************************************************************
 AH4912  DESIGNATION -  BECKY
 AH4912  PID         -  AH4912
 AH4912  STATE/COUNTY-  NC/JOHNSTON
 AH4912  USGS QUAD   -  SELMA (1988)
 AH4912
 AH4912                         *CURRENT SURVEY CONTROL
 AH4912  ___________________________________________________________________
 AH4912* NAD 83(2001)-  35 30 06.04976(N)    078 18 53.05220(W)     ADJUSTED  
 AH4912* NAVD 88     -        45.0    (meters)     148.     (feet)  VERT ANG  
 AH4912  ___________________________________________________________________
 AH4912  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AH4912  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AH4912  HORZ ORDER  -  SECOND
 AH4912
 AH4912.The horizontal coordinates were established by classical geodetic methods
 AH4912.and adjusted by the National Geodetic Survey in August 2005.
 AH4912
 AH4912.The orthometric height was determined by vertical angle observations.
 AH4912
 AH4912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4912
 AH4912.The geoid height was determined by GEOID03.
 AH4912
 AH4912;                    North         East     Units Scale Factor Converg.
 AH4912;SPC NC       -   194,529.315   671,765.620   MT  0.99988207   +0 23 43.8
 AH4912;SPC NC       -   638,218.26  2,203,951.04   sFT  0.99988207   +0 23 43.8
 AH4912;UTM  17      - 3,931,995.698   743,559.044   MT  1.00033109   +1 33 36.6
 AH4912
 AH4912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4912!SPC NC       -   0.99999831  x   0.99988207  =   0.99988038
 AH4912!UTM  17      -   0.99999831  x   1.00033109  =   1.00032940
 AH4912
 AH4912                          SUPERSEDED SURVEY CONTROL
 AH4912
 AH4912  NAD 83(1986)-  35 30 06.05607(N)    078 18 53.06173(W) AD(       ) 2
 AH4912
 AH4912.Superseded values are not recommended for survey control.
 AH4912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4912.See file dsdata.txt to determine how the superseded data were derived.
 AH4912
 AH4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4355931996(NAD 83)
 AH4912_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4912_STAMPING: BECKY 1985
 AH4912_MARK LOGO: NCGS  
 AH4912_PROJECTION: FLUSH
 AH4912_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4912+STABILITY: SURFACE MOTION
 AH4912
 AH4912  HISTORY     - Date     Condition        Report By
 AH4912  HISTORY     - 1985     MONUMENTED       NCGS
 AH4912  HISTORY     - 19850101 GOOD             NCGS
 AH4912
 AH4912                          STATION DESCRIPTION
 AH4912
 AH4912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4912'STATION IS LOCATED ABOUT 3.1 KM (1.90 MI) EAST-SOUTHEAST OF
 AH4912'SMITHFIELD. ALONG US 70 FOR 0.6 KM (0.35 MI) EAST FROM THE CENTER OF
 AH4912'THE OVERPASS OF I 95, ABOUT 300 FEET (91.4 M) WEST OF BECKYS MOTEL AND
 AH4912'RESTAURANT, AND IN THE SHOULDER ON THE PROLONGATION OF THE EAST SIDE
 AH4912'OF A 1-STORY SHINGLED HOUSE. MARK IS RECESSED 5 INCHES BELOW GROUND
 AH4912'AND IS 1-FOOT LOWER THAN HIGHWAY. LOCATED 1.7 M (5.6 FT) NORTHEAST OF
 AH4912'THE EDGE OF THE PAVEMENT, 3.1 M (10.2 FT) WEST OF THE NORTH END OF A
 AH4912'DRIVEWAY CULVERT, 5.3 M (17.4 FT) SOUTHEAST OF A FIRE HYDRANT, 15.7 M
 AH4912'(51.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, AND 11.1
 AH4912'M (36.4 FT) WEST OF A POWER POLE WITH A REFERENCE TAG.
 AH4912
 AH4912                          STATION RECOVERY (1985)
 AH4912
 AH4912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1131 ***********************************************************************
 EB1131  DESIGNATION -  BECTON
 EB1131  PID         -  EB1131
 EB1131  STATE/COUNTY-  NC/DUPLIN
 EB1131  USGS QUAD   -  WARSAW SOUTH (1984)
 EB1131
 EB1131                         *CURRENT SURVEY CONTROL
 EB1131  ___________________________________________________________________
 EB1131* NAD 83(2001)-  34 53 27.82523(N)    078 03 08.42008(W)     ADJUSTED  
 EB1131* NAVD 88     -        42.520  (meters)     139.50   (feet)  ADJUSTED  
 EB1131  ___________________________________________________________________
 EB1131  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EB1131  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 EB1131  DYNAMIC HT  -          42.480 (meters)     139.37  (feet)  COMP
 EB1131  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 EB1131
 EB1131  HORZ ORDER  -  SECOND
 EB1131  VERT ORDER  -  SECOND    CLASS II
 EB1131
 EB1131.The horizontal coordinates were established by classical geodetic methods
 EB1131.and adjusted by the National Geodetic Survey in August 2005.
 EB1131
 EB1131.The orthometric height was determined by differential leveling
 EB1131.and adjusted in June 1991.
 EB1131
 EB1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1131
 EB1131.The geoid height was determined by GEOID03.
 EB1131
 EB1131.The dynamic height is computed by dividing the NAVD 88
 EB1131.geopotential number by the normal gravity value computed on the
 EB1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1131.degrees latitude (g = 980.6199 gals.).
 EB1131
 EB1131.The modeled gravity was interpolated from observed gravity values.
 EB1131
 EB1131;                    North         East     Units Scale Factor Converg.
 EB1131;SPC NC       -   126,991.955   696,215.317   MT  0.99989229   +0 32 49.1
 EB1131;SPC NC       -   416,639.44  2,284,166.42   sFT  0.99989229   +0 32 49.1
 EB1131;UTM  17      - 3,864,928.134   769,376.344   MT  1.00049444   +1 41 13.7
 EB1131;UTM  18      - 3,865,215.005   221,054.423   MT  1.00055912   -1 44 49.6
 EB1131
 EB1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1131!SPC NC       -   0.99999892  x   0.99989229  =   0.99989121
 EB1131!UTM  17      -   0.99999892  x   1.00049444  =   1.00049336
 EB1131!UTM  18      -   0.99999892  x   1.00055912  =   1.00055804
 EB1131
 EB1131:                Primary Azimuth Mark                     Grid Az
 EB1131:SPC NC       -  WHITE                                    161 29 15.4
 EB1131:UTM  17      -  WHITE                                    160 20 50.8
 EB1131:UTM  18      -  WHITE                                    163 46 54.1
 EB1131
 EB1131|---------------------------------------------------------------------|
 EB1131| PID    Reference Object                     Distance      Geod. Az  |
 EB1131|                                                           dddmmss.s |
 EB1131| EB1130 WHITE                               APPROX. 0.8 KM 1620204.5 |
 EB1131|---------------------------------------------------------------------|
 EB1131
 EB1131                          SUPERSEDED SURVEY CONTROL
 EB1131
 EB1131  NAD 83(1986)-  34 53 27.83374(N)    078 03 08.43169(W) AD(       ) 2
 EB1131  NAD 27      -  34 53 27.22902(N)    078 03 09.47601(W) AD(       ) 2
 EB1131  NGVD 29 (??/??/92)   42.793  (m)          140.40   (f) ADJ UNCH    2 2
 EB1131
 EB1131.Superseded values are not recommended for survey control.
 EB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1131.See file dsdata.txt to determine how the superseded data were derived.
 EB1131
 EB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6937664928(NAD 83)
 EB1131_MARKER: DE = TRAVERSE STATION DISK
 EB1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1131_STAMPING: BECTON 1968
 EB1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1131+STABILITY: SURFACE MOTION
 EB1131
 EB1131  HISTORY     - Date     Condition        Report By
 EB1131  HISTORY     - 1968     MONUMENTED       NCGS
 EB1131  HISTORY     - 1975     GOOD             NCGS
 EB1131  HISTORY     - 1980     GOOD             NCGS
 EB1131
 EB1131                          STATION DESCRIPTION
 EB1131
 EB1131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EB1131'BECTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB1131'IN THE VICINITY OF MAGNOLIA, NORTH CAROLINA.
 EB1131'
 EB1131'BECTON IS LOCATED APPROXIMATELY 0.4 MILES SSE OF THE CENTER OF
 EB1131'MAGNOLIA.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EB1131'SR 1003 WITH U.S. 117 IN MAGNOLIA, GO SOUTH ON U.S. 117 FOR 0.4
 EB1131'MILE TO STATION.  WHICH IS ON THE WEST BANK OF U.S. 117 ACROSS
 EB1131'HIGHWAY FROM A ONE STORY WHITE FRAME HOUSE, IN LINE WITH A. H.
 EB1131'LANIERS MAILBOX AND 0.05 MILE SOUTH OF INTERSECTION OF SR
 EB1131'1161.
 EB1131'
 EB1131'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB1131'BECTON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB1131'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB1131'
 EB1131'MARK IS
 EB1131'
 EB1131'33.8 FT W OF C/L OF U.S. 117
 EB1131'
 EB1131'29.0 FT S OF PP 1403 WITH ALUMINUM REF. TAG ON W SIDE OF U.S. 117
 EB1131'
 EB1131'48.0 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF
 EB1131'U.S. 117
 EB1131'
 EB1131'71.0 FT NNW OF 4X4 POST WITH SPEED LIMIT 35 SIGN ON W SIDE
 EB1131'OF U.S. 117, AND ALUMINUM REF. TAG
 EB1131'
 EB1131'11.4 FT W OF 4X4 POST FOR A. H. LANIERS MAIL BOX
 EB1131'
 EB1131'10.7 FT SSW OF BOTTOM END OF SOUTHERNMOST ANCHOR CABLE FOR PP 1403
 EB1131
 EB1131                          STATION RECOVERY (1975)
 EB1131
 EB1131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EB1131'IN MAGNOLIA.
 EB1131'TO REACH STATION FROM THE INTERSECTION OF SR 1003 WITH US 117 IN
 EB1131'MAGNOLIA, PROCEED SOUTH ALONG US 117 FOR 0.4 MILE TO STATION ON THE
 EB1131'WEST BANK ACROSS HIGHWAY FROM A ONE STORY WHITE FRAME HOUSE, AND 0.05
 EB1131'MILE SOUTH OF INTERSECTION WITH SR 1161.  33.8 FT. WEST OF C/L OF US
 EB1131'117, 29.0 FT. SOUTH OF PP 1403 WITH ALUMINUM REF. TAG, 10.7 FT. SSW OF
 EB1131'BOTTOM END OF SOUTHERNMOST ANCHOR CABLE FOR PP NO. 1403, 48.0 FT. NE
 EB1131'OF 8 IN. PINE WITH ALUMINUM REF. TAG, 71.0 FT. NNW OF SPEED LIMIT 35
 EB1131'SIGN, WITH ALUMINUM REF. TAG, 11.4 FT. WEST OF 4X4 POST FOR A. H.
 EB1131'LANIERS MAILBOX.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH
 EB1131'BELOW THE GROUND.
 EB1131
 EB1131                          STATION RECOVERY (1980)
 EB1131
 EB1131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EB1131'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 EB1131'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS -- THE STATION MARK IS
 EB1131'6 INCHES BELOW THE SURFACE OF THE GROUND, 29.5 FEET SOUTH-SOUTHEAST
 EB1131'OF THE CENTER OF A TELEPHONE JUNCTION BOX AND 38.3 FEET
 EB1131'NORTH-NORTHWEST OF A--SPEED LIMIT 40--SIGN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6460 ***********************************************************************
 EZ6460  DESIGNATION -  BECTON
 EZ6460  PID         -  EZ6460
 EZ6460  STATE/COUNTY-  NC/DURHAM
 EZ6460  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ6460
 EZ6460                         *CURRENT SURVEY CONTROL
 EZ6460  ___________________________________________________________________
 EZ6460* NAD 83(2001)-  35 53 39.82533(N)    078 51 35.50220(W)     ADJUSTED  
 EZ6460* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 EZ6460  ___________________________________________________________________
 EZ6460  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 EZ6460  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 EZ6460  HORZ ORDER  -  SECOND
 EZ6460
 EZ6460.The horizontal coordinates were established by classical geodetic methods
 EZ6460.and adjusted by the National Geodetic Survey in August 2005.
 EZ6460
 EZ6460.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6460
 EZ6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6460
 EZ6460.The geoid height was determined by GEOID03.
 EZ6460
 EZ6460;                    North         East     Units Scale Factor Converg.
 EZ6460;SPC NC       -   237,892.654   622,252.607   MT  0.99993538   +0 04 51.2
 EZ6460;SPC NC       -   780,486.15  2,041,507.09   sFT  0.99993538   +0 04 51.2
 EZ6460;UTM  17      - 3,974,351.110   693,156.569   MT  1.00005975   +1 15 18.5
 EZ6460
 EZ6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6460!SPC NC       -   0.99998969  x   0.99993538  =   0.99992507
 EZ6460!UTM  17      -   0.99998969  x   1.00005975  =   1.00004944
 EZ6460
 EZ6460                          SUPERSEDED SURVEY CONTROL
 EZ6460
 EZ6460  NAD 83(1986)-  35 53 39.82944(N)    078 51 35.51480(W) AD(       ) 2
 EZ6460  NGVD 29 (03/03/92)   97.7    (m)          321.     (f) VERT ANG    3  
 EZ6460
 EZ6460.Superseded values are not recommended for survey control.
 EZ6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6460.See file dsdata.txt to determine how the superseded data were derived.
 EZ6460
 EZ6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9315774351(NAD 83)
 EZ6460_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6460+WITH SETTING: PAVEMENT
 EZ6460_SP_SET: CONCRETE BRIDGE FLOOR
 EZ6460_STAMPING: BECTON 1984
 EZ6460_MARK LOGO: NCGS  
 EZ6460_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6460+STABILITY: SURFACE MOTION
 EZ6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6460+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 EZ6460
 EZ6460  HISTORY     - Date     Condition        Report By
 EZ6460  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6460  HISTORY     - 19880115 GOOD             NCGS
 EZ6460  HISTORY     - 20040611 POOR             USPSQD
 EZ6460  HISTORY     - 20041001 GOOD             USPSQD
 EZ6460  HISTORY     - 20050917 GOOD             USPSQD
 EZ6460  HISTORY     - 20051020 GOOD             USPSQD
 EZ6460  HISTORY     - 20060917 GOOD             GEOCAC
 EZ6460
 EZ6460                          STATION DESCRIPTION
 EZ6460
 EZ6460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6460'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) NORTH-NORTHWEST OF
 EZ6460'MORRISVILLE AND 10.9 KM (6.8 MI) SOUTH-SOUTHEAST OF DURHAM.
 EZ6460'
 EZ6460'ALONG I 40, AT SR 1999 OVERPASS, IN BRIDGE FLOOR, AND OVER NORTH
 EZ6460'LANE OF I 40 EAST BOUND.
 EZ6460'
 EZ6460'THE STATION IS A STANDARD NCGS DISK STAMPED---BECTON 1984---,
 EZ6460'SET INTO DRILLED HOLE. LOCATED
 EZ6460'12.3 METERS (40.4 FT) SOUTHEAST OF CENTER OF CONCRETE MEDIAN,
 EZ6460'1.2 METERS (3.9 FT) NORTHWEST OF BRIDGE RAIL,
 EZ6460'27.2 METERS (89.1 FT) NORTH-NORTHEAST OF SOUTH END OF EAST BRIDGE
 EZ6460'RAIL,
 EZ6460'43.7 METERS (143.5 FT) SOUTH-SOUTHWEST OF NORTH END OF EAST BRIDGE
 EZ6460'RAIL,
 EZ6460'AND
 EZ6460'38.5 METERS (126.2 FT) EAST-NORTHEAST OF SOUTH END OF WEST BRIDGE
 EZ6460'RAIL.
 EZ6460'
 EZ6460'STATION IS LEVEL WITH ROAD.
 EZ6460
 EZ6460                          STATION RECOVERY (1988)
 EZ6460
 EZ6460'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ6460'RECOVERED AS DESCRIBED.
 EZ6460
 EZ6460                          STATION RECOVERY (2004)
 EZ6460
 EZ6460'RECOVERY NOTE BY US POWER SQUADRON 2004 (JMC)
 EZ6460'POST VISABLE. DISK MISSING
 EZ6460
 EZ6460                          STATION RECOVERY (2004)
 EZ6460
 EZ6460'RECOVERY NOTE BY US POWER SQUADRON 2004 (KC)
 EZ6460'I-40 HAS BEEN WIDNED. MARK NOW OVER CENTER LANE
 EZ6460
 EZ6460                          STATION RECOVERY (2005)
 EZ6460
 EZ6460'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6460'RECOVERED IN GOOD CONDITION.
 EZ6460
 EZ6460                          STATION RECOVERY (2005)
 EZ6460
 EZ6460'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6460'RECOVERED IN GOOD CONDITION.
 EZ6460
 EZ6460                          STATION RECOVERY (2006)
 EZ6460
 EZ6460'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ6460'RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 EZ6460' 
 EZ6460' 
 EZ6460' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0685 ***********************************************************************
 EB0685  DESIGNATION -  BED
 EB0685  PID         -  EB0685
 EB0685  STATE/COUNTY-  NC/BLADEN
 EB0685  USGS QUAD   -  ABBOTTSBURG (1987)
 EB0685
 EB0685                         *CURRENT SURVEY CONTROL
 EB0685  ___________________________________________________________________
 EB0685* NAD 83(2001)-  34 31 31.05139(N)    078 38 58.83752(W)     ADJUSTED  
 EB0685* NAVD 88     -        26.293  (meters)      86.26   (feet)  ADJUSTED  
 EB0685  ___________________________________________________________________
 EB0685  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EB0685  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EB0685  DYNAMIC HT  -          26.268 (meters)      86.18  (feet)  COMP
 EB0685  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EB0685
 EB0685  HORZ ORDER  -  SECOND
 EB0685  VERT ORDER  -  SECOND    CLASS II
 EB0685
 EB0685.The horizontal coordinates were established by classical geodetic methods
 EB0685.and adjusted by the National Geodetic Survey in August 2005.
 EB0685
 EB0685.The orthometric height was determined by differential leveling
 EB0685.and adjusted in June 1991.
 EB0685
 EB0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0685
 EB0685.The geoid height was determined by GEOID03.
 EB0685
 EB0685.The dynamic height is computed by dividing the NAVD 88
 EB0685.geopotential number by the normal gravity value computed on the
 EB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0685.degrees latitude (g = 980.6199 gals.).
 EB0685
 EB0685.The modeled gravity was interpolated from observed gravity values.
 EB0685
 EB0685;                    North         East     Units Scale Factor Converg.
 EB0685;SPC NC       -    86,061.728   641,763.551   MT  0.99995237   +0 12 07.9
 EB0685;SPC NC       -   282,354.19  2,105,519.25   sFT  0.99995237   +0 12 07.9
 EB0685;UTM  17      - 3,822,910.378   715,723.897   MT  1.00017364   +1 19 57.4
 EB0685
 EB0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0685!SPC NC       -   1.00000131  x   0.99995237  =   0.99995368
 EB0685!UTM  17      -   1.00000131  x   1.00017364  =   1.00017495
 EB0685
 EB0685:                Primary Azimuth Mark                     Grid Az
 EB0685:SPC NC       -  PASTURE                                  029 07 08.5
 EB0685:UTM  17      -  PASTURE                                  027 59 19.0
 EB0685
 EB0685|---------------------------------------------------------------------|
 EB0685| PID    Reference Object                     Distance      Geod. Az  |
 EB0685|                                                           dddmmss.s |
 EB0685| EB0682 PASTURE                             APPROX. 0.7 KM 0291916.4 |
 EB0685| EB0686 ROGERS AZ MK                        APPROX. 0.7 KM 2022404.7 |
 EB0685|---------------------------------------------------------------------|
 EB0685
 EB0685                          SUPERSEDED SURVEY CONTROL
 EB0685
 EB0685  NAD 83(1986)-  34 31 31.06019(N)    078 38 58.84762(W) AD(       ) 2
 EB0685  NAD 27      -  34 31 30.44548(N)    078 38 59.79258(W) AD(       ) 2
 EB0685  NGVD 29 (??/??/92)   26.589  (m)           87.23   (f) ADJ UNCH    2 2
 EB0685
 EB0685.Superseded values are not recommended for survey control.
 EB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0685.See file dsdata.txt to determine how the superseded data were derived.
 EB0685
 EB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1572422910(NAD 83)
 EB0685_MARKER: DE = TRAVERSE STATION DISK
 EB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0685_STAMPING: BED 1973
 EB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0685+STABILITY: SURFACE MOTION
 EB0685
 EB0685  HISTORY     - Date     Condition        Report By
 EB0685  HISTORY     - 1973     MONUMENTED       NCGS
 EB0685  HISTORY     - 1974     POOR             NCGS
 EB0685  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 EB0685
 EB0685                          STATION DESCRIPTION
 EB0685
 EB0685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0685'BED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0685'VICINITY OF CLARKTON, NORTH CAROLINA.
 EB0685'
 EB0685'BED IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF CLARKTON AND 7.7
 EB0685'MILES SSW OF ELIZABETHTOWN.  TO REACH STATION FROM THE CENTER OF
 EB0685'INTERSECTION OF US 701 BYPASS NORTH OF CLARKTOWN, PROCEED NORTH
 EB0685'ALONG US 701 FOR 1.6 MILES TO STATION ON THE LEFT SHOULDER BETWEEN
 EB0685'THE TWO BROWN MARSH SWAMP CULVERTS UNDER US 701, AND ON THE EAST
 EB0685'SIDE OF AN OLD ROAD BED.
 EB0685'
 EB0685'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BED
 EB0685'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB0685'INCHES BELOW THE SURFACE OF THE GROUND.
 EB0685'
 EB0685'MARK IS
 EB0685'
 EB0685'17.2 FEET OF C/L OF US 701.
 EB0685'62.1 FEET S OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EB0685'330.2 FEET SW OF S END OF W HEADWALL OF N CULVERT UNDER US 701.
 EB0685'47.4 FEET SE OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EB0685'133 FEET SW OF 4X4 US 701 SIGNPOST WITH ALUMINUM REF. TAG.
 EB0685
 EB0685                          STATION RECOVERY (1974)
 EB0685
 EB0685'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0685'2.5 MI N FROM CLARKTON.
 EB0685'BED IS LOCATED APPROXIMATELY 7.7 MILES SSW OF ELIZABETHTOWN.  TO
 EB0685'REACH STATION FROM CENTER OF INTERSECTION OF US 701 BYPASS AND
 EB0685'BUSINESS NORTH OF CLARKTON, PROCEED NORTH ALONG US 701 FOR 1.6 MILE
 EB0685'TO STATION ON THE LEFT SHOULDER BETWEEN THE TWO BROWN MARSH SWAMP
 EB0685'CULVERTS UNDER US 701, AND ON THE EAST SIDE OF AN OLD ROAD BED,
 EB0685'17.2 FT WNW OF C/L OF US 701, 62.1 FT S OF 10 IN PINE W/ALUMINUM
 EB0685'REF. TAG, 330.2 FT SW OF THE SOUTH END OF WEST HEADWALL OF NORTH
 EB0685'CULVERT UNDER US 701, 47.4 FT SE OF 8 IN PINE TREE W/ALUMINUM
 EB0685'REF. TAG, AND 133.0 FT SW OF 4 X 4 US 701 SIGN POST W/ALUMINUM
 EB0685'REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 6 INCHES BELOW THE
 EB0685'GROUND.
 EB0685
 EB0685                          STATION RECOVERY (1980)
 EB0685
 EB0685'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB0685'BED 1973 NOT FOUND, 3 TIES MISSING.  SPENT 2 MAN HOURS SEARCHING.
 EB0685'
 EB0685'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI N. OF CLARKTON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0959 ***********************************************************************
 EZ0959  DESIGNATION -  BED
 EZ0959  PID         -  EZ0959
 EZ0959  STATE/COUNTY-  NC/DURHAM
 EZ0959  USGS QUAD   -  CARY (1993)
 EZ0959
 EZ0959                         *CURRENT SURVEY CONTROL
 EZ0959  ___________________________________________________________________
 EZ0959* NAD 83(2001)-  35 52 19.45303(N)    078 49 49.65328(W)     ADJUSTED  
 EZ0959* NAVD 88     -       103.969  (meters)     341.11   (feet)  ADJUSTED  
 EZ0959  ___________________________________________________________________
 EZ0959  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 EZ0959  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 EZ0959  DYNAMIC HT  -         103.882 (meters)     340.82  (feet)  COMP
 EZ0959  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 EZ0959
 EZ0959  HORZ ORDER  -  SECOND
 EZ0959  VERT ORDER  -  SECOND    CLASS 0
 EZ0959
 EZ0959.The horizontal coordinates were established by classical geodetic methods
 EZ0959.and adjusted by the National Geodetic Survey in August 2005.
 EZ0959
 EZ0959.The orthometric height was determined by differential leveling
 EZ0959.and adjusted in June 1991.
 EZ0959
 EZ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0959
 EZ0959.The geoid height was determined by GEOID03.
 EZ0959
 EZ0959.The dynamic height is computed by dividing the NAVD 88
 EZ0959.geopotential number by the normal gravity value computed on the
 EZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0959.degrees latitude (g = 980.6199 gals.).
 EZ0959
 EZ0959.The modeled gravity was interpolated from observed gravity values.
 EZ0959
 EZ0959;                    North         East     Units Scale Factor Converg.
 EZ0959;SPC NC       -   235,419.781   624,911.228   MT  0.99993108   +0 05 52.3
 EZ0959;SPC NC       -   772,373.06  2,050,229.59   sFT  0.99993108   +0 05 52.3
 EZ0959;UTM  17      - 3,971,932.909   695,865.661   MT  1.00007274   +1 16 18.1
 EZ0959
 EZ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0959!SPC NC       -   0.99998869  x   0.99993108  =   0.99991977
 EZ0959!UTM  17      -   0.99998869  x   1.00007274  =   1.00006143
 EZ0959
 EZ0959:                Primary Azimuth Mark                     Grid Az
 EZ0959:SPC NC       -  PAGE                                     323 39 04.7
 EZ0959:UTM  17      -  PAGE                                     322 28 38.9
 EZ0959
 EZ0959|---------------------------------------------------------------------|
 EZ0959| PID    Reference Object                     Distance      Geod. Az  |
 EZ0959|                                                           dddmmss.s |
 EZ0959| EZ0958 PAGE                                APPROX. 1.3 KM 3234457.0 |
 EZ0959|---------------------------------------------------------------------|
 EZ0959
 EZ0959                          SUPERSEDED SURVEY CONTROL
 EZ0959
 EZ0959  NAD 83(1986)-  35 52 19.45665(N)    078 49 49.66573(W) AD(       ) 2
 EZ0959  NAD 27      -  35 52 18.93196(N)    078 49 50.64407(W) AD(       ) 2
 EZ0959  NGVD 29 (??/??/92)  104.22   (m)          341.9    (f) COMPUTED    2 0
 EZ0959
 EZ0959.Superseded values are not recommended for survey control.
 EZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0959.See file dsdata.txt to determine how the superseded data were derived.
 EZ0959
 EZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9586671933(NAD 83)
 EZ0959_MARKER: DE = TRAVERSE STATION DISK
 EZ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0959_STAMPING: BED 1970
 EZ0959_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0959
 EZ0959  HISTORY     - Date     Condition        Report By
 EZ0959  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0959  HISTORY     - 1973     GOOD             NCGS
 EZ0959  HISTORY     - 1973     GOOD             NCGS
 EZ0959  HISTORY     - 1984     GOOD             NCGS
 EZ0959  HISTORY     - 1985     GOOD             USPSQD
 EZ0959  HISTORY     - 1985     GOOD             USPSQD
 EZ0959  HISTORY     - 1985     GOOD             USPSQD
 EZ0959  HISTORY     - 1987     GOOD             USPSQD
 EZ0959  HISTORY     - 1988     GOOD             USPSQD
 EZ0959  HISTORY     - 20030307 MARK NOT FOUND   USPSQD
 EZ0959
 EZ0959                          STATION DESCRIPTION
 EZ0959
 EZ0959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0959'BED IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0959'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0959'
 EZ0959'BED IS LOCATED APPROXIMATELY 9.2 MILES SSE OF DURHAM AND 1.4 MILES
 EZ0959'SOUTHEAST OF NELSON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EZ0959'OF NEW NC 54 AND BRIDGE OVER SR 1973 (PAGE RD.), GO SOUTHEAST ON
 EZ0959'NEW NC 54 FOR 0.85 MILES TO STATION ON RIGHT, MIDWAY BETWEEN FENCE
 EZ0959'AND ROAD, AND 2.25 MILES NORTHWEST OF SR 1002 OVER NEW NC 54.
 EZ0959'
 EZ0959'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BED
 EZ0959'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0959'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0959'
 EZ0959'MARK IS--
 EZ0959'110.5 FEET WSW OF CENTER OF MEDIAN ON NEW NC 54.
 EZ0959'35.8 FEET E OF ALUMINUM REF. TAG ON 10 INCH OAK TREE.
 EZ0959'59.5 FEET ENE OF ALUMINUM REF. TAG ON FENCE POST.
 EZ0959'65.0 FEET NE OF ALUMINUM REF. TAG ON FENCE POST.
 EZ0959'67.5 FEET E OF ALUMINUM REF. TAG ON FENCE POST.
 EZ0959'74.8 FEET ESE OF CONCRETE R/W MARKER.
 EZ0959
 EZ0959                          STATION RECOVERY (1973)
 EZ0959
 EZ0959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0959'MARK WAS RECOVERED IN GOOD CONDITION.
 EZ0959
 EZ0959                          STATION RECOVERY (1973)
 EZ0959
 EZ0959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0959'3.5 MI N FROM MORRISVILLE.
 EZ0959'STATION IS LOCATED APPROXIMATELY 9.2 MILES SSE OF DURHAM.  TO
 EZ0959'REACH STATION FROM INTERSECTION OF NC 54, SR 1959, AND SR 1973
 EZ0959'IN COMMUNITY OF NELSON, PROCEED EAST ALONG SR 1973 FOR 0.6 MILES
 EZ0959'TO INTERSECTION WITH I-40, THENCE EAST ALONG I-40 FOR 0.85 MILES
 EZ0959'TO STATION ON RIGHT ABOUT MIDWAY BETWEEN ROAD AND FENCE, 0.15
 EZ0959'MILES NW OF DURHAM AND WAKE COUNTY LINE, 65.3 FT SW OF C/L OF E
 EZ0959'BOUND LANE OF I-40, 74.8 FT ESE OF R/W MARKER, 103.8 FT S OF 1ST
 EZ0959'REFLECTOR POST SE OF SE END OF GUARD RAIL ON SW SIDE OF I-40,
 EZ0959'35.0 FT E OF 10 IN OAK WITH ALUMINUM REF. TAG, 59.5 FT ENE OF
 EZ0959'FENCE POST WITH ALUMINUM REF. TAG, 65.0 FT NE OF FENCE POST WITH
 EZ0959'ALUMINUM REF. TAG, AND 67.5 FT E OF FENCE POST WITH ALUMINUM REF.
 EZ0959'TAG.  DISK IS SET FLUSH WITH THE GROUND.
 EZ0959
 EZ0959                          STATION RECOVERY (1984)
 EZ0959
 EZ0959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0959'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0959'STATION IN GOOD CONDITION, DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 EZ0959'FOLLOWING CORRECTIONS.  LOCATED 65.5 FEET SOUTHWEST OF THE
 EZ0959'CENTERLINE OF THE EAST BOUND LANE, 16.8 FEET NORTHEAST OF A 6 INCH
 EZ0959'PINE WITH REFERENCE TAG, 23.9 FEET EAST OF 6 INCH PINE WITH
 EZ0959'REFERENCE TAG AND 179.0 FEET SOUTH-SOUTHEAST OF SOUTHEAST END OF
 EZ0959'GUARDRAIL.
 EZ0959'
 EZ0959'STATION IS A BENCH MARK.
 EZ0959
 EZ0959                          STATION RECOVERY (1985)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ0959'BED 1970 FOUND GOOD.
 EZ0959
 EZ0959                          STATION RECOVERY (1985)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC)
 EZ0959'BED TRIANG TRAVERSE STN FOUND GOOD.
 EZ0959'025 DEG 17 MIN 9 SEC FM CEDAR W/RM.
 EZ0959'215 DEG 64 MIN 8 SEC FM C/L US 40 E.
 EZ0959'.6 MI W FM MILE POST 283.
 EZ0959
 EZ0959                          STATION RECOVERY (1985)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ0959'RECOVERED IN GOOD CONDITION.
 EZ0959
 EZ0959                          STATION RECOVERY (1987)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0959'RECOVERED IN GOOD CONDITION.
 EZ0959
 EZ0959                          STATION RECOVERY (1988)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0959'RECOVERED IN GOOD CONDITION.
 EZ0959
 EZ0959                          STATION RECOVERY (2003)
 EZ0959
 EZ0959'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4152 ***********************************************************************
 FB4152  DESIGNATION -  BEDDINGFIELD
 FB4152  PID         -  FB4152
 FB4152  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4152  USGS QUAD   -  CASHIERS (1991)
 FB4152
 FB4152                         *CURRENT SURVEY CONTROL
 FB4152  ___________________________________________________________________
 FB4152* NAD 83(2007)-  35 04 21.93826(N)    083 00 09.89444(W)     ADJUSTED  
 FB4152* NAVD 88     -       947.2    (meters)    3108.     (feet)  VERTCON   
 FB4152  ___________________________________________________________________
 FB4152  EPOCH DATE  -        2002.00
 FB4152  X           -     636,706.586 (meters)                     COMP
 FB4152  Y           -  -5,187,616.258 (meters)                     COMP
 FB4152  Z           -   3,645,003.517 (meters)                     COMP
 FB4152  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 FB4152  ELLIP HEIGHT-         917.530 (meters)          (02/10/07) ADJUSTED
 FB4152  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FB4152
 FB4152  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4152  Type    PID    Designation                      North   East  Ellip
 FB4152  -------------------------------------------------------------------
 FB4152  NETWORK FB4152 BEDDINGFIELD                      1.39   1.20   2.80
 FB4152  -------------------------------------------------------------------
 FB4152
 FB4152.The horizontal coordinates were established by GPS observations
 FB4152.and adjusted by the National Geodetic Survey in February 2007.
 FB4152
 FB4152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4152.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4152.The horizontal coordinates are valid at the epoch date displayed above.
 FB4152.The epoch date for horizontal control is a decimal equivalence
 FB4152.of Year/Month/Day.
 FB4152
 FB4152.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4152
 FB4152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4152
 FB4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4152
 FB4152.The ellipsoidal height was determined by GPS observations
 FB4152.and is referenced to NAD 83.
 FB4152
 FB4152.The geoid height was determined by GEOID03.
 FB4152
 FB4152;                    North         East     Units Scale Factor Converg.
 FB4152;SPC NC       -   154,092.254   244,665.039   MT  0.99987745   -2 18 37.0
 FB4152;SPC NC       -   505,551.00    802,705.22   sFT  0.99987745   -2 18 37.0
 FB4152;SPC SC       -   361,039.460   426,929.021   MT  1.00009393   -1 06 37.2
 FB4152;SPC SC       - 1,184,512.66  1,400,685.76   iFT  1.00009393   -1 06 37.2
 FB4152;UTM  17      - 3,882,946.282   317,395.075   MT  1.00001096   -1 09 04.1
 FB4152
 FB4152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4152!SPC NC       -   0.99985600  x   0.99987745  =   0.99973347
 FB4152!SPC SC       -   0.99985600  x   1.00009393  =   0.99994992
 FB4152!UTM  17      -   0.99985600  x   1.00001096  =   0.99986696
 FB4152
 FB4152                          SUPERSEDED SURVEY CONTROL
 FB4152
 FB4152  NAD 83(2001)-  35 04 21.93836(N)    083 00 09.89490(W) AD(       ) 1
 FB4152  ELLIP H (03/13/03)  917.535  (m)                       GP(       ) 4 2
 FB4152  NAD 83(1995)-  35 04 21.94078(N)    083 00 09.89493(W) AD(       ) 1
 FB4152  NAD 83(1986)-  35 04 21.94368(N)    083 00 09.89267(W) AD(       ) 2
 FB4152  NAD 83(1986)-  35 04 21.94368(N)    083 00 09.89267(W) AD(       ) 1
 FB4152  NGVD 29 (11/15/93)  947.2    (m)         3108.     (f) GPS OBS     3  
 FB4152
 FB4152.Superseded values are not recommended for survey control.
 FB4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4152.See file dsdata.txt to determine how the superseded data were derived.
 FB4152
 FB4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1739582946(NAD 83)
 FB4152_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4152_SP_SET: CONCRETE POST
 FB4152_STAMPING: BEDDINGFIELD 1990
 FB4152_MARK LOGO: NCGS  
 FB4152_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4152+STABILITY: SURFACE MOTION
 FB4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4152+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 FB4152
 FB4152  HISTORY     - Date     Condition        Report By
 FB4152  HISTORY     - 1990     MONUMENTED       NCGS
 FB4152  HISTORY     - 20030710 GOOD             USPSQD
 FB4152
 FB4152                          STATION DESCRIPTION
 FB4152
 FB4152'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4152'STATION IS LOCATED ABOUT 30.4 KM (18.9 MI) SOUTHWEST OF BREVARD AND
 FB4152'3.5 KM (2.2 MI) SOUTH OF SAPPHIRE, AT THE SAPPHIRE GARDENS NURSERY.
 FB4152'ALONG NC 281 SOUTH FOR 7.25 KM (4.50 MI) SOUTH FROM US 64 (AT
 FB4152'SAPPHIRE), OR 3.8 KM (2.4 MI) SOUTHWEST FROM THE BRIDGE OVER
 FB4152'HORSEPASTURE RIVER, BEHIND GUARDRAIL NEAR NURSERY.
 FB4152'MARK IS ABOUT 2 FEET LOWER THAN THE HIGHWAY AND RECESSED 2 INCHES
 FB4152'BELOW THE GROUND.  LOCATED 6.60 M (21.65 FT) SOUTHEAST OF THE
 FB4152'CENTERLINE OF THE HIGHWAY, 42.55 M (139.60 FT) WEST-NORTHWEST OF THE
 FB4152'NORTHWEST CORNER OF A FRAME HOUSE, 11.60 M (38.06 FT) SOUTHWEST OF
 FB4152'THE CENTERLINE OF AN ASPHALT DRIVE, AND 3.60 M (11.81 FT) SOUTHWEST
 FB4152'OF THE END OF THE GUARDRAIL.
 FB4152
 FB4152                          STATION RECOVERY (2003)
 FB4152
 FB4152'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 FB4152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4153 ***********************************************************************
 FB4153  DESIGNATION -  BEDDINGFIELD AZ MK
 FB4153  PID         -  FB4153
 FB4153  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4153  USGS QUAD   -  CASHIERS (1991)
 FB4153
 FB4153                         *CURRENT SURVEY CONTROL
 FB4153  ___________________________________________________________________
 FB4153* NAD 83(2001)-  35 04 17.86159(N)    083 00 15.46319(W)     ADJUSTED  
 FB4153* NAVD 88     -       960.0    (meters)    3150.     (feet)  VERTCON   
 FB4153  ___________________________________________________________________
 FB4153  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 FB4153  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FB4153  HORZ ORDER  -  SECOND
 FB4153
 FB4153.The horizontal coordinates were established by classical geodetic methods
 FB4153.and adjusted by the National Geodetic Survey in August 2005.
 FB4153
 FB4153.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4153
 FB4153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4153
 FB4153.The geoid height was determined by GEOID03.
 FB4153
 FB4153;                    North         East     Units Scale Factor Converg.
 FB4153;SPC NC       -   153,972.427   244,519.019   MT  0.99987751   -2 18 40.2
 FB4153;SPC NC       -   505,157.87    802,226.15   sFT  0.99987751   -2 18 40.2
 FB4153;SPC SC       -   360,916.575   426,785.512   MT  1.00009345   -1 06 40.2
 FB4153;SPC SC       - 1,184,109.50  1,400,214.93   iFT  1.00009345   -1 06 40.2
 FB4153;UTM  17      - 3,882,823.510   317,251.489   MT  1.00001161   -1 09 07.2
 FB4153
 FB4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4153!SPC NC       -   0.99985399  x   0.99987751  =   0.99973152
 FB4153!SPC SC       -   0.99985399  x   1.00009345  =   0.99994743
 FB4153!UTM  17      -   0.99985399  x   1.00001161  =   0.99986560
 FB4153
 FB4153                          SUPERSEDED SURVEY CONTROL
 FB4153
 FB4153  NAD 83(1995)-  35 04 17.86400(N)    083 00 15.46321(W) AD(       ) 2
 FB4153  NAD 83(1986)-  35 04 17.86690(N)    083 00 15.46104(W) AD(       ) 2
 FB4153  NGVD 29 (11/15/93)  960.0    (m)         3150.     (f) VERT ANG    3  
 FB4153
 FB4153.Superseded values are not recommended for survey control.
 FB4153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4153.See file dsdata.txt to determine how the superseded data were derived.
 FB4153
 FB4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1725182824(NAD 83)
 FB4153_MARKER: DZ = AZIMUTH MARK DISK
 FB4153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4153_SP_SET: CONCRETE POST
 FB4153_STAMPING: BEDDINGFIELD 1990
 FB4153_MARK LOGO: NCGS  
 FB4153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4153+STABILITY: SURFACE MOTION
 FB4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4153+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 FB4153
 FB4153  HISTORY     - Date     Condition        Report By
 FB4153  HISTORY     - 1990     MONUMENTED       NCGS
 FB4153  HISTORY     - 20030710 GOOD             USPSQD
 FB4153
 FB4153                          STATION DESCRIPTION
 FB4153
 FB4153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4153'STATION IS LOCATED ABOUT 30.4 KM (18.9 MI) SOUTHWEST OF BREVARD AND
 FB4153'3.6 KM (2.2 MI) SOUTH OF SAPPHIRE.
 FB4153'ALONG NC 281 SOUTH FOR 7.4 KM (4.6 MI) SOUTH FROM US 64 (AT SAPPHIRE),
 FB4153'OR 3.62 KM (2.25 MI) SOUTHWEST FROM THE BRIDGE OVER THE HORSEPASTURE
 FB4153'RIVER, NEAR THE END OF A GUARDRAIL AND A DRIVEWAY ENTRANCE.
 FB4153'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 FB4153'LOCATED 7.07 M (23.20 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FB4153'5.70 M (18.70 FT) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE, 7.30
 FB4153'M (23.95 FT) NORTH-NORTHEAST OF THE END OF A GUARDRAIL, AND 28.10 M
 FB4153'(92.19 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER T-5/1886 WITH A
 FB4153'TRANSFORMER AND REFERENCE TAG.
 FB4153
 FB4153                          STATION RECOVERY (2003)
 FB4153
 FB4153'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 FB4153'THE UTILITY POLE IN NOW NUMBERED F6035 5 WITH NO TRANSFORMER WITH
 FB4153'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2294 ***********************************************************************
 FY2294  DESIGNATION -  BEDFORD
 FY2294  PID         -  FY2294
 FY2294  STATE/COUNTY-  NC/CASWELL
 FY2294  USGS QUAD   -  CHERRY GROVE (1972)
 FY2294
 FY2294                         *CURRENT SURVEY CONTROL
 FY2294  ___________________________________________________________________
 FY2294* NAD 83(2001)-  36 22 24.39567(N)    079 25 53.27039(W)     ADJUSTED  
 FY2294* NAVD 88     -       208.426  (meters)     683.81   (feet)  ADJUSTED  
 FY2294  ___________________________________________________________________
 FY2294  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 FY2294  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FY2294  DYNAMIC HT  -         208.255 (meters)     683.25  (feet)  COMP
 FY2294  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 FY2294
 FY2294  HORZ ORDER  -  SECOND
 FY2294  VERT ORDER  -  FIRST     CLASS II
 FY2294
 FY2294.The horizontal coordinates were established by classical geodetic methods
 FY2294.and adjusted by the National Geodetic Survey in August 2005.
 FY2294
 FY2294.The orthometric height was determined by differential leveling
 FY2294.and adjusted in June 1991.
 FY2294
 FY2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2294
 FY2294.The geoid height was determined by GEOID03.
 FY2294
 FY2294.The dynamic height is computed by dividing the NAVD 88
 FY2294.geopotential number by the normal gravity value computed on the
 FY2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2294.degrees latitude (g = 980.6199 gals.).
 FY2294
 FY2294.The modeled gravity was interpolated from observed gravity values.
 FY2294
 FY2294;                    North         East     Units Scale Factor Converg.
 FY2294;SPC NC       -   291,123.352   570,880.707   MT  1.00006428   -0 14 56.5
 FY2294;SPC NC       -   955,127.20  1,872,964.45   sFT  1.00006428   -0 14 56.5
 FY2294;UTM  17      - 4,026,512.413   640,704.170   MT  0.99984393   +0 55 49.3
 FY2294
 FY2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2294!SPC NC       -   0.99997220  x   1.00006428  =   1.00003648
 FY2294!UTM  17      -   0.99997220  x   0.99984393  =   0.99981614
 FY2294
 FY2294                          SUPERSEDED SURVEY CONTROL
 FY2294
 FY2294  NAD 83(1993)-  36 22 24.39690(N)    079 25 53.27344(W) AD(       ) 2
 FY2294  NAD 83(1986)-  36 22 24.40006(N)    079 25 53.27953(W) AD(       ) 2
 FY2294  NGVD 29 (03/05/92)  208.652  (m)          684.55   (f) ADJUSTED    1 2
 FY2294
 FY2294.Superseded values are not recommended for survey control.
 FY2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2294.See file dsdata.txt to determine how the superseded data were derived.
 FY2294
 FY2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4070426512(NAD 83)
 FY2294_MARKER: DE = TRAVERSE STATION DISK
 FY2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2294_SP_SET: CONCRETE POST
 FY2294_STAMPING: BEDFORD 1982
 FY2294_MARK LOGO: NCGS  
 FY2294_PROJECTION: FLUSH
 FY2294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2294+STABILITY: SURFACE MOTION
 FY2294
 FY2294  HISTORY     - Date     Condition        Report By
 FY2294  HISTORY     - 1982     MONUMENTED       NCGS
 FY2294  HISTORY     - 1982     GOOD             NCGS
 FY2294  HISTORY     - 19960225 GOOD             GEOMET
 FY2294
 FY2294                          STATION DESCRIPTION
 FY2294
 FY2294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2294'5.7 MI SW FROM YANCEYVILLE.
 FY2294'ALONG US 158, AT THE INTERSECTION WITH NC 150 IN THE SOUTHEAST
 FY2294'QUADRANT, 28.2 FEET SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY, 81.7
 FY2294'FEET WEST-NORTHWEST OF HISTORICAL SIGN POST, 125.8 FEET SOUTHEAST
 FY2294'OF EAST END OF TRAFFIC MEDIAN AND 55.0 FEET NORTH OF EAST 14 INCH
 FY2294'CEDAR.
 FY2294'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2294
 FY2294                          STATION RECOVERY (1996)
 FY2294
 FY2294'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (RRL)
 FY2294'24 INCHES.  RT 158.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3787 ***********************************************************************
 EB3787  DESIGNATION -  BEDROLL
 EB3787  PID         -  EB3787
 EB3787  STATE/COUNTY-  NC/ROBESON
 EB3787  USGS QUAD   -  ROWLAND (1982)
 EB3787
 EB3787                         *CURRENT SURVEY CONTROL
 EB3787  ___________________________________________________________________
 EB3787* NAD 83(2001)-  34 30 52.06385(N)    079 17 27.46610(W)     ADJUSTED  
 EB3787* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 EB3787  ___________________________________________________________________
 EB3787  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EB3787  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 EB3787  HORZ ORDER  -  SECOND
 EB3787
 EB3787.The horizontal coordinates were established by classical geodetic methods
 EB3787.and adjusted by the National Geodetic Survey in August 2005.
 EB3787
 EB3787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3787
 EB3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3787
 EB3787.The geoid height was determined by GEOID03.
 EB3787
 EB3787;                    North         East     Units Scale Factor Converg.
 EB3787;SPC NC       -    84,842.809   582,885.064   MT  0.99995476   -0 10 04.6
 EB3787;SPC NC       -   278,355.12  1,912,348.75   sFT  0.99995476   -0 10 04.6
 EB3787;SPC SC       -   298,631.612   766,508.348   MT  0.99990228   +0 56 51.0
 EB3787;SPC SC       -   979,762.51  2,514,791.17   iFT  0.99990228   +0 56 51.0
 EB3787;UTM  17      - 3,820,526.850   656,876.458   MT  0.99990335   +0 58 06.8
 EB3787
 EB3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3787!SPC NC       -   0.99999849  x   0.99995476  =   0.99995325
 EB3787!SPC SC       -   0.99999849  x   0.99990228  =   0.99990077
 EB3787!UTM  17      -   0.99999849  x   0.99990335  =   0.99990184
 EB3787
 EB3787                          SUPERSEDED SURVEY CONTROL
 EB3787
 EB3787  NAD 83(1986)-  34 30 52.07508(N)    079 17 27.46735(W) AD(       ) 2
 EB3787  NGVD 29 (04/22/91)   43.0    (m)          141.     (f) VERT ANG    3  
 EB3787
 EB3787.Superseded values are not recommended for survey control.
 EB3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3787.See file dsdata.txt to determine how the superseded data were derived.
 EB3787
 EB3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5687620527(NAD 83)
 EB3787_MARKER: DE = TRAVERSE STATION DISK
 EB3787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3787+STABILITY: SURFACE MOTION
 EB3787
 EB3787  HISTORY     - Date     Condition        Report By
 EB3787  HISTORY     - 1980     MONUMENTED       NCGS
 EB3787
 EB3787                          STATION DESCRIPTION
 EB3787
 EB3787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EB3787'STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF ROWLAND.
 EB3787'
 EB3787'TO REACH STATION FROM THE I-95 BRIDGE OVER US 301-US 501 AT THE
 EB3787'NC-SC LINE, PROCEED NORTHEAST ALONG I-95 FOR 1.25 MILES TO STATION ON
 EB3787'THE LEFT ACROSS HIGHWAY FROM AN--EXIT 2 MILE--SIGN AND 1.0 MILE
 EB3787'SOUTHWEST OF THE NC 130 BRIDGE OVER I-95.
 EB3787'
 EB3787'STATION MARK IS A STANDARD DISK STAMPED---BEDROLL 1980---SET IN TOP
 EB3787'OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE.  MARK IS
 EB3787'25.6 FEET NORTHWEST OF CENTERLINE OF SOUTH BOUND LANE, 34.5 FEET
 EB3787'SOUTHWEST OF SOUTHWEST END OF GUARD RAIL, 4.0 FEET SOUTHWEST OF THE
 EB3787'PROLONGATION OF THE POSTS OF -EXIT 2-SIGN, 71.8 FEET EAST-SOUTHEAST
 EB3787'OF NORTHWEST END OF CULVERT UNDER I-95 AND 90.7 FEET NORTH OF METAL
 EB3787'DRAINAGE COVER IN MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1749 ***********************************************************************
 FZ1749  DESIGNATION -  BEDSAUL
 FZ1749  PID         -  FZ1749
 FZ1749  STATE/COUNTY-  NC/SURRY
 FZ1749  USGS QUAD   -  SILOAM (1970)
 FZ1749
 FZ1749                         *CURRENT SURVEY CONTROL
 FZ1749  ___________________________________________________________________
 FZ1749* NAD 83(2001)-  36 17 25.87128(N)    080 30 36.93900(W)     ADJUSTED  
 FZ1749* NAVD 88     -       338.7    (meters)    1111.     (feet)  VERTCON   
 FZ1749  ___________________________________________________________________
 FZ1749  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 FZ1749  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 FZ1749  HORZ ORDER  -  SECOND
 FZ1749
 FZ1749.The horizontal coordinates were established by classical geodetic methods
 FZ1749.and adjusted by the National Geodetic Survey in August 2005.
 FZ1749
 FZ1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1749
 FZ1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1749
 FZ1749.The geoid height was determined by GEOID03.
 FZ1749
 FZ1749;                    North         East     Units Scale Factor Converg.
 FZ1749;SPC NC       -   282,869.160   473,931.955   MT  1.00003692   -0 52 18.0
 FZ1749;SPC NC       -   928,046.57  1,554,891.76   sFT  1.00003692   -0 52 18.0
 FZ1749;UTM  17      - 4,016,283.372   543,976.728   MT  0.99962383   +0 17 23.5
 FZ1749
 FZ1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1749!SPC NC       -   0.99995211  x   1.00003692  =   0.99998902
 FZ1749!UTM  17      -   0.99995211  x   0.99962383  =   0.99957595
 FZ1749
 FZ1749:                Primary Azimuth Mark                     Grid Az
 FZ1749:SPC NC       -  DONALD                                   115 14 15.4
 FZ1749:UTM  17      -  DONALD                                   114 04 33.9
 FZ1749
 FZ1749|---------------------------------------------------------------------|
 FZ1749| PID    Reference Object                     Distance      Geod. Az  |
 FZ1749|                                                           dddmmss.s |
 FZ1749| FZ1689 DONALD                              APPROX. 1.9 KM 1142157.4 |
 FZ1749| FZ1779 SMITHTOWN RADIO TOWER               APPROX.10.3 KM 2322958.2 |
 FZ1749|---------------------------------------------------------------------|
 FZ1749
 FZ1749                          SUPERSEDED SURVEY CONTROL
 FZ1749
 FZ1749  NAD 83(1993)-  36 17 25.87784(N)    080 30 36.94876(W) AD(       ) 2
 FZ1749  NAD 83(1986)-  36 17 25.88015(N)    080 30 36.94754(W) AD(       ) 2
 FZ1749  NAD 27      -  36 17 25.38177(N)    080 30 37.73731(W) AD(       ) 2
 FZ1749  NGVD 29 (07/19/86)  338.9    (m)         1112.     (f) VERT ANG    3  
 FZ1749
 FZ1749.Superseded values are not recommended for survey control.
 FZ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1749.See file dsdata.txt to determine how the superseded data were derived.
 FZ1749
 FZ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4397716283(NAD 83)
 FZ1749_MARKER: DD = SURVEY DISK
 FZ1749_SETTING: 0 = UNSPECIFIED SETTING
 FZ1749_STAMPING: BEDSAUL 1969
 FZ1749_MARK LOGO: NCGS  
 FZ1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1749
 FZ1749  HISTORY     - Date     Condition        Report By
 FZ1749  HISTORY     - 1969     MONUMENTED       NCGS
 FZ1749
 FZ1749                          STATION DESCRIPTION
 FZ1749
 FZ1749'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ1749'BEDSAUL IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ1749'ESTABLISHED IN THE VICINITY OF PILOT MOUNTAIN, NORTH
 FZ1749'CAROLINA.
 FZ1749'
 FZ1749'BEDSAUL IS LOCATED APPROXIMATELY 1.0 MILES NNE OF SHOALS AND
 FZ1749'3.8 MILES SOUTHWEST OF PILOT MOUNTAIN (MOUNTAIN).  TO REACH
 FZ1749'STATION PROCEED FROM THE INTERSECTION OF SR 2069 AND SR 2072
 FZ1749'AT SHOALS IN SOUTHEAST SURRY COUNTY.  GO NORTH ON SR 2069 FOR
 FZ1749'0.5 MILE TO INTERSECTION OF SR 2069 AND SR 2071, CONTINUE ON
 FZ1749'SR 2069 FOR 0.65 MILE TO DIM ROAD ON RIGHT, TAKE DIM ROAD
 FZ1749'BETWEEN FENCE ON RIGHT AND TOBACCO BARN ON LEFT AND PROCEED UP
 FZ1749'HILL FOLLOWING SOUTH SIDE OF THIN TREE LINE FOR 0.05 MILE TO
 FZ1749'STATION ON LEFT.  STATION IS IN SOUTH EDGE OF THIN WOODS
 FZ1749'LINE.
 FZ1749'
 FZ1749'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C.
 FZ1749'GEODETIC SURVEY BRASS DISK, STAMPED BEDSAUL 1969, WHICH IS 3
 FZ1749'INCHES ABOVE THE SURFACE OF THE GROUND.
 FZ1749'
 FZ1749'MARK IS
 FZ1749'
 FZ1749'8.0 FT SSE OF 8 INCH TWIN SCARLET OAK WITH ALUMINUM REF. TAG
 FZ1749'
 FZ1749'26.9 FT SW OF 8 INCH BLACK OAK WITH ALUMINUM REF. TAG
 FZ1749'
 FZ1749'18.8 FT SSW OF 8 INCH SHORTLEAF PINE WITH ALUMINUM REF. TAG
 FZ1749'
 FZ1749'25.9 FT SE OF 10 INCH VIRGINIA PINE WITH ALUMINUM REF. TAG
 FZ1749'
 FZ1749'46.3 FT E OF 20 INCH VIRGINIA PINE WITH ALUMINUM REF. TAG
 FZ1749'
 FZ1749'28.3 FT ENE OF 6 INCH POST OAK WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2491 ***********************************************************************
 EA2491  DESIGNATION -  BEE
 EA2491  PID         -  EA2491
 EA2491  STATE/COUNTY-  NC/PENDER
 EA2491  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2491
 EA2491                         *CURRENT SURVEY CONTROL
 EA2491  ___________________________________________________________________
 EA2491* NAD 83(2001)-  34 24 24.98120(N)    077 34 46.01221(W)     ADJUSTED  
 EA2491* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2491  ___________________________________________________________________
 EA2491  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 EA2491  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2491  HORZ ORDER  -  THIRD
 EA2491
 EA2491.The horizontal coordinates were established by classical geodetic methods
 EA2491.and adjusted by the National Geodetic Survey in August 2005.
 EA2491
 EA2491.The orthometric height was scaled from a topographic map.
 EA2491
 EA2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2491
 EA2491.The geoid height was determined by GEOID03.
 EA2491
 EA2491;                    North         East     Units Scale Factor Converg.
 EA2491;SPC NC       -    73,810.911   740,202.490   MT  0.99998043   +0 49 11.6
 EA2491;SPC NC       -   242,161.30  2,428,481.00   sFT  0.99998043   +0 49 11.6
 EA2491;UTM  18      - 3,810,295.045   262,906.316   MT  1.00029295   -1 27 29.7
 EA2491
 EA2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2491!SPC NC       -   1.00000576  x   0.99998043  =   0.99998619
 EA2491!UTM  18      -   1.00000576  x   1.00029295  =   1.00029871
 EA2491
 EA2491:                Primary Azimuth Mark                     Grid Az
 EA2491:SPC NC       -  BUMBLE                                   228 18 55.7
 EA2491:UTM  18      -  BUMBLE                                   230 35 37.0
 EA2491
 EA2491|---------------------------------------------------------------------|
 EA2491| PID    Reference Object                     Distance      Geod. Az  |
 EA2491|                                                           dddmmss.s |
 EA2491| EA2495 BUMBLE                              APPROX. 1.0 KM 2290807.3 |
 EA2491|---------------------------------------------------------------------|
 EA2491
 EA2491                          SUPERSEDED SURVEY CONTROL
 EA2491
 EA2491  NAD 83(1986)-  34 24 24.99492(N)    077 34 46.02468(W) AD(       ) 3
 EA2491  NAD 27      -  34 24 24.39300(N)    077 34 47.12800(W) AD(       ) 3
 EA2491
 EA2491.Superseded values are not recommended for survey control.
 EA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2491.See file dsdata.txt to determine how the superseded data were derived.
 EA2491
 EA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6290610295(NAD 83)
 EA2491_MARKER: DS = TRIANGULATION STATION DISK
 EA2491_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2491_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2491_MARK LOGO: CGS   
 EA2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2491
 EA2491  HISTORY     - Date     Condition        Report By
 EA2491  HISTORY     - 1914     MONUMENTED       CGS
 EA2491  HISTORY     - 1933     POOR             CGS
 EA2491  HISTORY     - 1943     SEE DESCRIPTION  CGS
 EA2491  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2491
 EA2491                          STATION DESCRIPTION
 EA2491
 EA2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2491'STATION IS ON THE MARSH ON THE INLAND SIDE OF THE BANKS, NEARLY
 EA2491'OPPOSITE VIRGINIA CREEK, 3 YARDS FROM HIGH-WATER MARK.
 EA2491'
 EA2491'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2491'AT THE CENTER OF THE TOP OF A TILE.
 EA2491'
 EA2491'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT, IT
 EA2491'IS ABOUT 20 METERS (66 FEET) FROM THE STATION, JUST IN THE WOODS,
 EA2491'2 YARDS E OF A BLAZED CEDAR TREE.
 EA2491
 EA2491                          STATION RECOVERY (1933)
 EA2491
 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2491'STATION WAS RECOVERED AND WAS IN POOR CONDITION.  THE TOP OF
 EA2491'THE TILE INCLUDING THE DISK WAS BROKEN OFF AND WAS FOUND LYING
 EA2491'BESIDE THE MARK.  THIS WAS FITTED BACK ON AND A CONCRETE MOUND
 EA2491'WAS BUILT AROUND IT.
 EA2491'
 EA2491'THE STATION IS ON MARSHLAND THAT IS COVERED AT HIGH WATER.  IT
 EA2491'IS ON THE SOUND SIDE OF THE BANKS AND THE THICK UNDERBRUSH ABOUT
 EA2491'OPPOSITE FROM VIRGINIA CREEK, AND ABOUT 28 METERS FROM THE EDGE
 EA2491'OF THE WOODS.
 EA2491'
 EA2491'THE REFERENCE MARK WAS FOUND WITH THE TOP BROKEN OFF LEAVING
 EA2491'A TILE STUB.
 EA2491'
 EA2491'THE DISTANCE FROM THE STATION TO THE MARK IS APPROXIMATELY
 EA2491'28 METERS INSTEAD OF 20, AS STATED IN THE DESCRIPTION.  THE CEDAR
 EA2491'TREE MENTIONED IN THE DESCRIPTION HAS BLOWN OVER.
 EA2491
 EA2491                          STATION RECOVERY (1943)
 EA2491
 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA2491'THE STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE OF
 EA2491'J.A.B., IN 1933.  THE BEACH IS ERODING AND THE STATION MAY BE
 EA2491'LOST IN A FEW YEARS.
 EA2491'
 EA2491'THE STATION IS ABOUT 2 MILES SSW OF SEARS LANDING, ON THE SE
 EA2491'SIDE OF TOPSAIL SOUND, AND ABOUT OPPOSITE THE MOUTH OF VIRGINIA
 EA2491'CREEK.  THE STATION, AS REPAIRED IN 1933, IS A BRONZE DISK SET
 EA2491'IN THE CENTER OF THE TOP OF A TILE EMBEDDED IN THE GROUND.
 EA2491'
 EA2491'TO REACH FROM THE BRIDGE AT SEARS LANDING, GO SE 0.4 MILE AND
 EA2491'TURN RIGHT, THENCE ON THE ONLY ROAD SW 2.1 MILES TO A DIM TRAIL
 EA2491'ROAD ON THE RIGHT.  FROM THE BEGINNING OF THE DIM TRAIL ROAD, GO
 EA2491'STRAIGHT INTO THE WOODS NW ABOUT 150 YARDS TO THE WATER EDGE
 EA2491'AND THE STATION.
 EA2491
 EA2491                          STATION RECOVERY (1964)
 EA2491
 EA2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2491'LOST.  A SEARCH WAS MADE NEAR THE PLOTTED POSITION BUT NO TRACE
 EA2491'OF THE STATION OR REFERENCE MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1630 ***********************************************************************
 FZ1630  DESIGNATION -  BEE
 FZ1630  PID         -  FZ1630
 FZ1630  STATE/COUNTY-  NC/DAVIE
 FZ1630  USGS QUAD   -  CLEMMONS (1994)
 FZ1630
 FZ1630                         *CURRENT SURVEY CONTROL
 FZ1630  ___________________________________________________________________
 FZ1630* NAD 83(2001)-  36 00 12.72582(N)    080 27 21.50477(W)     ADJUSTED  
 FZ1630* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 FZ1630  ___________________________________________________________________
 FZ1630  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FZ1630  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FZ1630  HORZ ORDER  -  SECOND
 FZ1630
 FZ1630.The horizontal coordinates were established by classical geodetic methods
 FZ1630.and adjusted by the National Geodetic Survey in August 2005.
 FZ1630
 FZ1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1630
 FZ1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1630
 FZ1630.The geoid height was determined by GEOID03.
 FZ1630
 FZ1630;                    North         East     Units Scale Factor Converg.
 FZ1630;SPC NC       -   250,955.529   478,341.281   MT  0.99995855   -0 50 25.2
 FZ1630;SPC NC       -   823,343.26  1,569,358.02   sFT  0.99995855   -0 50 25.2
 FZ1630;UTM  17      - 3,984,477.364   549,029.852   MT  0.99962962   +0 19 11.3
 FZ1630
 FZ1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1630!SPC NC       -   0.99996808  x   0.99995855  =   0.99992664
 FZ1630!UTM  17      -   0.99996808  x   0.99962962  =   0.99959772
 FZ1630
 FZ1630:                Primary Azimuth Mark                     Grid Az
 FZ1630:SPC NC       -  BETHLEHEM                                250 30 42.3
 FZ1630:UTM  17      -  BETHLEHEM                                249 21 05.8
 FZ1630
 FZ1630|---------------------------------------------------------------------|
 FZ1630| PID    Reference Object                     Distance      Geod. Az  |
 FZ1630|                                                           dddmmss.s |
 FZ1630| FA1865 BETHLEHEM                           APPROX. 2.0 KM 2494017.1 |
 FZ1630|---------------------------------------------------------------------|
 FZ1630
 FZ1630                          SUPERSEDED SURVEY CONTROL
 FZ1630
 FZ1630  NAD 83(1993)-  36 00 12.73278(N)    080 27 21.51038(W) AD(       ) 2
 FZ1630  NAD 83(1986)-  36 00 12.73261(N)    080 27 21.51051(W) AD(       ) 2
 FZ1630  NAD 27      -  36 00 12.24283(N)    080 27 22.30947(W) AD(       ) 2
 FZ1630  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG    3  
 FZ1630
 FZ1630.Superseded values are not recommended for survey control.
 FZ1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1630.See file dsdata.txt to determine how the superseded data were derived.
 FZ1630
 FZ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4903084477(NAD 83)
 FZ1630_MARKER: DE = TRAVERSE STATION DISK
 FZ1630_SETTING: 0 = UNSPECIFIED SETTING
 FZ1630_STAMPING: BEE 1973
 FZ1630_MARK LOGO: NCGS  
 FZ1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1630
 FZ1630  HISTORY     - Date     Condition        Report By
 FZ1630  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1630
 FZ1630                          STATION DESCRIPTION
 FZ1630
 FZ1630'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1630'BEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1630'VICINITY OF MOCKSVILLE, NORTH CAROLINA.
 FZ1630'
 FZ1630'BEE IS LOCATED APPROXIMATELY 9.7 MILES NORTHEAST OF MOCKSVILLE AND
 FZ1630'1.0 MILE WEST OF SMALL COMMUNITY OF HILLSDALE.  TO REACH STATION
 FZ1630'FROM THE CENTER OF THE I-40 WEST BOUND BRIDGE OVER THE YADKIN RIVER
 FZ1630'(FORSYTH-DAVIE COUNTY LINE), PROCEED WESTERLY ALONG I-40 FOR 2.25
 FZ1630'MILES TO STATION ON THE RIGHT, IN CONCRETE GUARD RAIL ANCHOR AT WEST
 FZ1630'END OF GUARD RAIL, AND 0.8 MILE WEST OF NC 801 BRIDGE OVER I-40.
 FZ1630'
 FZ1630'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEE
 FZ1630'1973, SET IN A DRILL HOLE IN CONCRETE GUARD RAIL ANCHOR, FLUSH WITH
 FZ1630'GUARD RAIL ANCHOR.
 FZ1630'
 FZ1630'MARK IS 24.4 FT NNW OF C/L OF W BOUND LANE OF I-40
 FZ1630'
 FZ1630'3.7 FT WSW OF W END GUARD RAIL N SIDE W BOUND LANE I-40
 FZ1630'
 FZ1630'129.4 FT ENE OF 1ST REFLECTOR POST WEST OF WEST END OF GUARD RAIL
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1587 ***********************************************************************
 EY1587  DESIGNATION -  BEE TREE
 EY1587  PID         -  EY1587
 EY1587  STATE/COUNTY-  NC/TYRRELL
 EY1587  USGS QUAD   -  CRESWELL (1974)
 EY1587
 EY1587                         *CURRENT SURVEY CONTROL
 EY1587  ___________________________________________________________________
 EY1587* NAD 83(2001)-  35 46 27.71006(N)    076 23 56.97565(W)     ADJUSTED  
 EY1587* NAVD 88     -         3.679  (meters)      12.07   (feet)  ADJUSTED  
 EY1587  ___________________________________________________________________
 EY1587  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EY1587  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 EY1587  DYNAMIC HT  -           3.676 (meters)      12.06  (feet)  COMP
 EY1587  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 EY1587
 EY1587  HORZ ORDER  -  SECOND
 EY1587  VERT ORDER  -  SECOND    CLASS II
 EY1587
 EY1587.The horizontal coordinates were established by classical geodetic methods
 EY1587.and adjusted by the National Geodetic Survey in August 2005.
 EY1587
 EY1587.The orthometric height was determined by differential leveling
 EY1587.and adjusted in June 1991.
 EY1587
 EY1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1587
 EY1587.The geoid height was determined by GEOID03.
 EY1587
 EY1587.The dynamic height is computed by dividing the NAVD 88
 EY1587.geopotential number by the normal gravity value computed on the
 EY1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1587.degrees latitude (g = 980.6199 gals.).
 EY1587
 EY1587.The modeled gravity was interpolated from observed gravity values.
 EY1587
 EY1587;                    North         East     Units Scale Factor Converg.
 EY1587;SPC NC       -   227,646.675   844,721.633   MT  0.99991409   +1 30 04.1
 EY1587;SPC NC       -   746,870.80  2,771,390.89   sFT  0.99991409   +1 30 04.1
 EY1587;UTM  18      - 3,959,825.383   373,534.792   MT  0.99979708   -0 49 05.0
 EY1587
 EY1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1587!SPC NC       -   1.00000531  x   0.99991409  =   0.99991940
 EY1587!UTM  18      -   1.00000531  x   0.99979708  =   0.99980239
 EY1587
 EY1587:                Primary Azimuth Mark                     Grid Az
 EY1587:SPC NC       -  CANAL                                    090 46 25.3
 EY1587:UTM  18      -  CANAL                                    093 05 34.4
 EY1587
 EY1587|---------------------------------------------------------------------|
 EY1587| PID    Reference Object                     Distance      Geod. Az  |
 EY1587|                                                           dddmmss.s |
 EY1587| EY1592 CANAL                               APPROX. 0.5 KM 0921629.4 |
 EY1587| EY1588 PHELPS                               35.683 METERS 34608     |
 EY1587|---------------------------------------------------------------------|
 EY1587
 EY1587                          SUPERSEDED SURVEY CONTROL
 EY1587
 EY1587  NAD 83(1986)-  35 46 27.72354(N)    076 23 56.98583(W) AD(       ) 2
 EY1587  NAD 27      -  35 46 27.12994(N)    076 23 58.23494(W) AD(       ) 2
 EY1587  NGVD 29 (07/19/86)    4.03   (m)           13.2    (f) LEVELING    3  
 EY1587
 EY1587.Superseded values are not recommended for survey control.
 EY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1587.See file dsdata.txt to determine how the superseded data were derived.
 EY1587
 EY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7353559825(NAD 83)
 EY1587_MARKER: DE = TRAVERSE STATION DISK
 EY1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1587_STAMPING: BEE TREE 1976
 EY1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1587+STABILITY: SURFACE MOTION
 EY1587
 EY1587  HISTORY     - Date     Condition        Report By
 EY1587  HISTORY     - 1976     MONUMENTED       NCGS
 EY1587  HISTORY     - 1976     GOOD             NCGS
 EY1587
 EY1587                          STATION DESCRIPTION
 EY1587
 EY1587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1587'BEE TREE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1587'IN THE VICINITY OF CRESWELL (WASHINGTON CO.), NORTH CAROLINA.
 EY1587'
 EY1587'BEE TREE IS LOCATED APPROXIMATELY 6.5 MILES SOUTH OF CRESWELL
 EY1587'(WASHINGTON CO.) AND 12.9 MILES SOUTHWEST OF COLUMBIA.  TO REACH
 EY1587'STATION FROM THE U.S. POST OFFICE IN CRESWELL, PROCEED
 EY1587'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH
 EY1587'SR 1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1587'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR
 EY1587'1165 (SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY
 EY1587'LINE) FOR 1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL
 EY1587'ROAD, THENCE SOUTHWEST ALONG BEE TREE CANAL ROAD FOR 1.25 MILES
 EY1587'TO INTERSECTION WITH A DIRT ROAD SOUTH AND STATION ON RIGHT AND
 EY1587'ON PROLONGATION OF EAST SIDE OF DIRT ROAD SOUTH.
 EY1587'
 EY1587'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1587'BEE TREE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1587'OF WHICH IS PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EY1587'
 EY1587'MARK IS 15.0 FT NNE OF C/L INTERSECTION OF DIRT ROAD WEST WITH
 EY1587'DIRT ROAD SOUTH
 EY1587'
 EY1587'31.0 FT ENE OF NORTHERNMOST END OF CULVERT UNDER ROAD LEADING TO
 EY1587'BEE TREE LOCK
 EY1587'
 EY1587'22.7 FT WSW OF PP JD-30 WITH ALUMINUM REF. TAG
 EY1587'
 EY1587'17.4 FT SSE OF 4 IN POPLAR WITH ALUMINUM REF. TAG
 EY1587'
 EY1587'9.1 FT ESE OF TRIPLE TRUNK BIRCH WITH ALUMINUM REF. TAG.
 EY1587
 EY1587                          STATION RECOVERY (1976)
 EY1587
 EY1587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1587'6.5 MI S FROM CRESWELL.
 EY1587'TO REACH STATION FROM THE US POST OFFICE IN CRESWELL, PROCEED
 EY1587'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1587'1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1587'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR 1165
 EY1587'(SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY LINE) FOR
 EY1587'1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL ROAD, THENCE SOUTHWEST
 EY1587'ALONG BEE TREE CANAL ROAD FOR 1.25 MILES TO A SHARP CURVE WEST,
 EY1587'CONTINUE WEST ALONG BEE TREE CANAL ROAD FOR 0.35 MILE TO INTERSECTION
 EY1587'WITH A DIRT ROAD SOUTH AND STATION ON RIGHT AND ON PROLONGATION OF
 EY1587'EAST SIDE OF DIRT ROAD SOUTH.  15.0 FT. NNE OF CENTER LINE
 EY1587'INTERSECTION OF DIRT ROAD WEST WITH DIRT ROAD SOUTH, 31.0 FT. ENE OF
 EY1587'NORTHERNMOST END OF CULVERT UNDER ROAD LEADING TO BEE TREE LOCK, 22.7
 EY1587'FT. WSW OF PP NO. JD-30 WITH ALUMINUM REF. TAG, 17.4 FT. SSE OF 4 IN.
 EY1587'POPLAR WITH ALUMINUM REF. TAG AND 9.1 FT. ESE OF TRIPLE TRUNK BIRCH
 EY1587'WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE CYLINDER
 EY1587'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3800 ***********************************************************************
 FB3800  DESIGNATION -  BEEBRANCH
 FB3800  PID         -  FB3800
 FB3800  STATE/COUNTY-  NC/YANCEY
 FB3800  USGS QUAD   -  BURNSVILLE (1990)
 FB3800
 FB3800                         *CURRENT SURVEY CONTROL
 FB3800  ___________________________________________________________________
 FB3800* NAD 83(2001)-  35 53 08.69301(N)    082 18 10.24368(W)     ADJUSTED  
 FB3800* NAVD 88     -      1085.0    (meters)    3560.     (feet)  VERTCON   
 FB3800  ___________________________________________________________________
 FB3800  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FB3800  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB3800  HORZ ORDER  -  SECOND
 FB3800
 FB3800.The horizontal coordinates were established by classical geodetic methods
 FB3800.and adjusted by the National Geodetic Survey in August 2005.
 FB3800
 FB3800.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3800
 FB3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3800
 FB3800.The geoid height was determined by GEOID03.
 FB3800
 FB3800;                    North         East     Units Scale Factor Converg.
 FB3800;SPC NC       -   241,884.635   311,450.328   MT  0.99993370   -1 54 22.7
 FB3800;SPC NC       -   793,583.17  1,021,816.62   sFT  0.99993370   -1 54 22.7
 FB3800;UTM  17      - 3,972,060.147   382,405.299   MT  0.99977040   -0 45 49.6
 FB3800
 FB3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3800!SPC NC       -   0.99983447  x   0.99993370  =   0.99976818
 FB3800!UTM  17      -   0.99983447  x   0.99977040  =   0.99960491
 FB3800
 FB3800                          SUPERSEDED SURVEY CONTROL
 FB3800
 FB3800  NAD 83(1995)-  35 53 08.69231(N)    082 18 10.24284(W) AD(       ) 2
 FB3800  NAD 83(1986)-  35 53 08.70179(N)    082 18 10.24968(W) AD(       ) 2
 FB3800  NGVD 29 (02/22/93) 1085.0    (m)         3560.     (f) VERT ANG    3  
 FB3800
 FB3800.Superseded values are not recommended for survey control.
 FB3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3800.See file dsdata.txt to determine how the superseded data were derived.
 FB3800
 FB3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8240572060(NAD 83)
 FB3800_MARKER: DE = TRAVERSE STATION DISK
 FB3800_SETTING: 66 = SET IN ROCK OUTCROP
 FB3800_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB3800_STAMPING: BEEBRANCH 1982
 FB3800_MARK LOGO: NCGS  
 FB3800_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3800+STABILITY: POSITION/ELEVATION WELL
 FB3800
 FB3800  HISTORY     - Date     Condition        Report By
 FB3800  HISTORY     - 1982     MONUMENTED       NCGS
 FB3800
 FB3800                          STATION DESCRIPTION
 FB3800
 FB3800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3800'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH OF PENSACOLA AND
 FB3800'3.1 KM (1.9 MI) SOUTH OF BURNSVILLE.
 FB3800'TO REACH THE STATION FROM THE INTERSECTION OF NC 197 AND SR 1102
 FB3800'(CATTAIL ROAD), PROCEED NORTH ALONG NC 197 FOR 3.5 KM (2.2 MI) TO SR
 FB3800'1110 (BEEBRANCH ROAD), THENCE NORTH ALONG SR 1110 FOR 1.1 KM
 FB3800'(0.65 MI) TO THE END.  THENCE NORTHWEST ALONG A FARM ROAD BEHIND A
 FB3800'BARN FOR 0.4 KM (0.25 MI) TO A GATE AT AN ORCHARD, THENCE NORTH ON
 FB3800'FOOT UP A STEEP PASTURE TO A SADDLE IN A RIDGE.  THENCE EAST ALONG THE
 FB3800'RIDGE FOR ABOUT 150 FT TO THE STATION ON THE NORTH SIDE OF A FENCE
 FB3800'LINE.
 FB3800'THE STATION IS A STANDARD NCGS DISK STAMPED---BEEBRANCH 1982---, SET
 FB3800'INTO A DRILLED HOLE IN A 1 FT BY 1 FT ROCK OUTCROP.  LOCATED 4.6
 FB3800'METERS (15.0 FT) NORTH-NORTHWEST OF A FENCE POST, 3.0 METERS
 FB3800'(10.0 FT) SOUTH OF AN 8-INCH LOCUST, 5.8 METERS (19.0 FT) NORTH OF A
 FB3800'20-INCH LOCUST, AND 10.2 METERS (33.5 FT) NORTHEAST OF A 36-INCH
 FB3800'OAK--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2117 ***********************************************************************
 FZ2117  DESIGNATION -  BEECH
 FZ2117  PID         -  FZ2117
 FZ2117  STATE/COUNTY-  NC/AVERY
 FZ2117  USGS QUAD   -  ELK PARK (1994)
 FZ2117
 FZ2117                         *CURRENT SURVEY CONTROL
 FZ2117  ___________________________________________________________________
 FZ2117* NAD 83(2001)-  36 11 02.35872(N)    081 52 53.11201(W)     ADJUSTED  
 FZ2117* NAVD 88     -      1678.1    (meters)    5506.     (feet)  VERTCON   
 FZ2117  ___________________________________________________________________
 FZ2117  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FZ2117  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 FZ2117  HORZ ORDER  -  SECOND
 FZ2117
 FZ2117.The horizontal coordinates were established by classical geodetic methods
 FZ2117.and adjusted by the National Geodetic Survey in August 2005.
 FZ2117
 FZ2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2117
 FZ2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2117
 FZ2117.The geoid height was determined by GEOID03.
 FZ2117
 FZ2117;                    North         East     Units Scale Factor Converg.
 FZ2117;SPC NC       -   273,777.264   350,441.708   MT  1.00000488   -1 39 47.1
 FZ2117;SPC NC       -   898,217.57  1,149,740.84   sFT  1.00000488   -1 39 47.1
 FZ2117;UTM  17      - 4,004,715.713   420,743.692   MT  0.99967740   -0 31 13.4
 FZ2117
 FZ2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2117!SPC NC       -   0.99974155  x   1.00000488  =   0.99974643
 FZ2117!UTM  17      -   0.99974155  x   0.99967740  =   0.99941903
 FZ2117
 FZ2117:                Primary Azimuth Mark                     Grid Az
 FZ2117:SPC NC       -  LINVILLE TV STA WUNE TOWER               166 47 40.5
 FZ2117:UTM  17      -  LINVILLE TV STA WUNE TOWER               165 39 06.8
 FZ2117
 FZ2117|---------------------------------------------------------------------|
 FZ2117| PID    Reference Object                     Distance      Geod. Az  |
 FZ2117|                                                           dddmmss.s |
 FZ2117| FZ2087 LINVILLE TV STA WUNE TOWER          APPROX.13.9 KM 1650753.4 |
 FZ2117| FZ2143 BUCK RIDGE LOOKOUT TOWER            APPROX.10.7 KM 3240146.7 |
 FZ2117|---------------------------------------------------------------------|
 FZ2117
 FZ2117                          SUPERSEDED SURVEY CONTROL
 FZ2117
 FZ2117  NAD 83(1995)-  36 11 02.35877(N)    081 52 53.10990(W) AD(       ) 2
 FZ2117  NAD 83(1993)-  36 11 02.36534(N)    081 52 53.11283(W) AD(       ) 2
 FZ2117  NAD 83(1986)-  36 11 02.36732(N)    081 52 53.11845(W) AD(       ) 2
 FZ2117  NAD 27      -  36 11 01.91246(N)    081 52 53.71174(W) AD(       ) 2
 FZ2117  NGVD 29 (07/19/86) 1678.1    (m)         5506.     (f) VERT ANG    3  
 FZ2117
 FZ2117.Superseded values are not recommended for survey control.
 FZ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2117.See file dsdata.txt to determine how the superseded data were derived.
 FZ2117
 FZ2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2074404716(NAD 83)
 FZ2117_MARKER: DD = SURVEY DISK
 FZ2117_SETTING: 80 = SET IN A BOULDER
 FZ2117_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FZ2117_STAMPING: BEECH 1934
 FZ2117_MARK LOGO: USGS  
 FZ2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2117+STABILITY: SURFACE MOTION
 FZ2117
 FZ2117  HISTORY     - Date     Condition        Report By
 FZ2117  HISTORY     - 1934     MONUMENTED       USGS
 FZ2117  HISTORY     - 1975     POOR             NCGS
 FZ2117  HISTORY     - 1990     POOR             USPSQD
 FZ2117
 FZ2117                          STATION DESCRIPTION
 FZ2117
 FZ2117'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 FZ2117'ABOUT 1.8 MILES NW OF BANNER ELK ON THE HIGHEST  POINT OF BEECH MTN.
 FZ2117'BEST APPROCHED BY
 FZ2117'TURNING N AT D AND P FILLING STATION IN BANNER ELK.
 FZ2117'CAR CAN BE DRIVEN TO SADDLE W OF HIGH
 FZ2117'KNOB.  FOOT TRAIL LEADS TO TOP. EXCELLENT VIEW IN ALL DIRECTIONS
 FZ2117'EXCEPT TO LOW POINTS TO N AND E.
 FZ2117'
 FZ2117'STATION MARK IS A STANDARD USGS TABLET STAMPED BEECH
 FZ2117'1934 SET IN TOP OF BOULDER ON HIGHEST POINT.
 FZ2117'
 FZ2117'REFERENCES ARE DRILL HOLES IN LEDGES RESPECTIVELY N 55 DEG W, 8.2
 FZ2117'FEET, N 9 DEG E,
 FZ2117'10.5 FEET, N 84 DEG 45 MIN E, 7.8 FEET.
 FZ2117
 FZ2117                          STATION RECOVERY (1975)
 FZ2117
 FZ2117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2117'THE STATION WAS RECOVERED IN USEABLE CONDITION.  THE CENTER POINT ON
 FZ2117'THE DISK IS VISIBLE, BUT THE CASTING AND STAMPING IS NOT LEGIBLE.  THE
 FZ2117'DISTANCE AND DIRECTIONS TO DRILLED HOLES CHECKED.  THERE HAS BEEN SOME
 FZ2117'SOIL EROSION AROUND THE BOULDER AND ANY INSTRUMENT SETUP WOULD
 FZ2117'PROBABLY BE UNSTABLE.
 FZ2117'
 FZ2117'THE MOUNTAIN HAS BEEN DEVELOPED AS BEECH MOUNTAIN AND--THE LAND OF
 FZ2117'OZ-- ATTRACTION COVERS THE SUMMIT.  ADMISSION TO THE SUMMIT AND
 FZ2117'STATION MUST BE MADE AT A OFFICE NEAR THE SADDLE FOR SECURITY PURPOSES
 FZ2117'TO OPEN THE GATES, AND OBTAIN DIRECTIONS.
 FZ2117'
 FZ2117'TO REACH THE SADDLE AND MAIN OFFICE FROM BANNER ELK AND THE
 FZ2117'INTERSECTION OF NC 184 AND NC 194, PROCEED WEST ALONG NC 194 FOR 0.25
 FZ2117'MILE TO SR 1330 ON RIGHT, THENCE NORTHERLY ALONG SR 1330 TO THE SADDLE
 FZ2117'AND OFFICES ON LEFT.
 FZ2117
 FZ2117                          STATION RECOVERY (1990)
 FZ2117
 FZ2117'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 FZ2117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4400 ***********************************************************************
 FX4400  DESIGNATION -  BEECH
 FX4400  PID         -  FX4400
 FX4400  STATE/COUNTY-  NC/WARREN
 FX4400  USGS QUAD   -  GASBURG (1990)
 FX4400
 FX4400                         *CURRENT SURVEY CONTROL
 FX4400  ___________________________________________________________________
 FX4400* NAD 83(2007)-  36 32 09.72733(N)    077 59 26.40151(W)     ADJUSTED  
 FX4400* NAVD 88     -        84.4    (meters)     277.     (feet)  VERTCON   
 FX4400  ___________________________________________________________________
 FX4400  EPOCH DATE  -        2002.00
 FX4400  X           -   1,067,581.872 (meters)                     COMP
 FX4400  Y           -  -5,018,558.009 (meters)                     COMP
 FX4400  Z           -   3,776,178.592 (meters)                     COMP
 FX4400  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 FX4400  ELLIP HEIGHT-          50.952 (meters)          (02/10/07) ADJUSTED
 FX4400  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 FX4400
 FX4400  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4400  Type    PID    Designation                      North   East  Ellip
 FX4400  -------------------------------------------------------------------
 FX4400  NETWORK FX4400 BEECH                             1.86   2.06   5.02
 FX4400  -------------------------------------------------------------------
 FX4400
 FX4400.The horizontal coordinates were established by GPS observations
 FX4400.and adjusted by the National Geodetic Survey in February 2007.
 FX4400
 FX4400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4400.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4400.The horizontal coordinates are valid at the epoch date displayed above.
 FX4400.The epoch date for horizontal control is a decimal equivalence
 FX4400.of Year/Month/Day.
 FX4400
 FX4400.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4400
 FX4400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4400
 FX4400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4400
 FX4400.The ellipsoidal height was determined by GPS observations
 FX4400.and is referenced to NAD 83.
 FX4400
 FX4400.The geoid height was determined by GEOID03.
 FX4400
 FX4400;                    North         East     Units Scale Factor Converg.
 FX4400;SPC NC       -   309,542.878   699,996.203   MT  1.00012406   +0 34 57.2
 FX4400;SPC NC       - 1,015,558.59  2,296,570.88   sFT  1.00012406   +0 34 57.2
 FX4400;UTM  18      - 4,047,567.408   232,258.473   MT  1.00048329   -1 46 53.4
 FX4400;UTM  17      - 4,047,619.560   769,413.048   MT  1.00049435   +1 47 33.4
 FX4400
 FX4400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4400!SPC NC       -   0.99999200  x   1.00012406  =   1.00011606
 FX4400!UTM  18      -   0.99999200  x   1.00048329  =   1.00047529
 FX4400!UTM  17      -   0.99999200  x   1.00049435  =   1.00048635
 FX4400
 FX4400                          SUPERSEDED SURVEY CONTROL
 FX4400
 FX4400  NAD 83(2001)-  36 32 09.72803(N)    077 59 26.40143(W) AD(       ) 1
 FX4400  ELLIP H (03/27/03)   50.950  (m)                       GP(       ) 4 2
 FX4400  NAD 83(1993)-  36 32 09.72993(N)    077 59 26.40348(W) AD(       ) 1
 FX4400  NAD 83(1986)-  36 32 09.72730(N)    077 59 26.41270(W) AD(       ) 1
 FX4400  NGVD 29 (07/23/90)   84.7    (m)          278.     (f) GPS OBS     3  
 FX4400
 FX4400.Superseded values are not recommended for survey control.
 FX4400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4400.See file dsdata.txt to determine how the superseded data were derived.
 FX4400
 FX4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3225847567(NAD 83)
 FX4400_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4400_SP_SET: CONCRETE POST
 FX4400_STAMPING: BEECH 1988
 FX4400_MARK LOGO: NCGS  
 FX4400_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FX4400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4400+STABILITY: SURFACE MOTION
 FX4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4400+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FX4400
 FX4400  HISTORY     - Date     Condition        Report By
 FX4400  HISTORY     - 1988     MONUMENTED       NCGS
 FX4400
 FX4400                          STATION DESCRIPTION
 FX4400
 FX4400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FX4400'STATION IS LOCATED ABOUT 13.7 KM (8.5 MILES) NORTHEAST OF MACON, ABOUT
 FX4400'1.0 KM (0.6 MILES) SOUTH OF NC-VIRGINIA STATE LINE.
 FX4400'PROCEED ALONG SR 1318 FOR 1.05 KM (0.65 MILES) NORTH FROM US 158 IN
 FX4400'VAUGHAN TO SR 1344, THENCE NORTHEAST ALONG SR 1344 FOR 11.0 KM (6.8
 FX4400'MILES) TO THE EATON FERRY BRIDGE, CONTINUE NORTHEAST ALONG SR 1344 FOR
 FX4400'2.65 KM (1.65 MI) (1.65 MILES) TO SR 1362, THENCE NORTHWEST ALONG SR
 FX4400'1362 FOR 1.2 KM (0.75 MILES) TO SR 1360, THENCE SOUTHWEST ALONG SR
 FX4400'1360 FOR 4.6 KM (2.85 MILES) TO SR 1361 IN SOUTHEAST QUADRANT OF
 FX4400'INTERSECTION.
 FX4400'STATION IS A STANDARD NCGS DISK STAMPED---BEECH 1988---, SET IN TOP OF
 FX4400'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND
 FX4400'SURFACE.  LOCATED 25.3 METERS (83.0 FEET) SOUTH OF THE CENTERLINE OF
 FX4400'SR 1360, 14.5 METERS (47.5 FEET) EAST OF THE CENTERLINE OF SR 1361,
 FX4400'14.6 METERS (47.9 FEET) SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL AND 0.8
 FX4400'METERS (2.7 FEET) NORTH OF WITNESS POST.
 FX4400'STATION IS 1 FOOT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5747 ***********************************************************************
 EY5747  DESIGNATION -  BEECH
 EY5747  PID         -  EY5747
 EY5747  STATE/COUNTY-  NC/MARTIN
 EY5747  USGS QUAD   -  WILLIAMSTON (1982)
 EY5747
 EY5747                         *CURRENT SURVEY CONTROL
 EY5747  ___________________________________________________________________
 EY5747* NAD 83(2001)-  35 46 19.75442(N)    077 04 04.76611(W)     ADJUSTED  
 EY5747* NAVD 88     -        17.76   (+/-2cm)      58.3    (feet)  VERTCON   
 EY5747  ___________________________________________________________________
 EY5747  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EY5747  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 EY5747  HORZ ORDER  -  SECOND
 EY5747  VERT ORDER  -  THIRD ? (See Below)
 EY5747
 EY5747.The horizontal coordinates were established by classical geodetic methods
 EY5747.and adjusted by the National Geodetic Survey in August 2005.
 EY5747
 EY5747.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5747.The vertical order pertains to the NGVD 29 superseded value.
 EY5747
 EY5747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5747
 EY5747.The geoid height was determined by GEOID03.
 EY5747
 EY5747;                    North         East     Units Scale Factor Converg.
 EY5747;SPC NC       -   226,021.075   784,271.917   MT  0.99991374   +1 06 54.4
 EY5747;SPC NC       -   741,537.48  2,573,065.45   sFT  0.99991374   +1 06 54.4
 EY5747;UTM  18      - 3,960,649.989   313,069.307   MT  1.00003060   -1 12 33.2
 EY5747
 EY5747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5747!SPC NC       -   1.00000288  x   0.99991374  =   0.99991662
 EY5747!UTM  18      -   1.00000288  x   1.00003060  =   1.00003348
 EY5747
 EY5747                          SUPERSEDED SURVEY CONTROL
 EY5747
 EY5747  NAD 83(1986)-  35 46 19.76387(N)    077 04 04.77747(W) AD(       ) 2
 EY5747  NGVD 29 (01/18/91)   18.09   (m)           59.4    (f) LEVELING    3  
 EY5747
 EY5747.Superseded values are not recommended for survey control.
 EY5747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5747.See file dsdata.txt to determine how the superseded data were derived.
 EY5747
 EY5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1306960650(NAD 83)
 EY5747_MARKER: DE = TRAVERSE STATION DISK
 EY5747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5747_STAMPING: BEECH 1980
 EY5747_MARK LOGO: NCGS  
 EY5747_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5747+STABILITY: SURFACE MOTION
 EY5747
 EY5747  HISTORY     - Date     Condition        Report By
 EY5747  HISTORY     - 1980     MONUMENTED       CGS
 EY5747  HISTORY     - 1989     GOOD             USPSQD
 EY5747  HISTORY     - 20060412 GOOD             NCGS
 EY5747
 EY5747                          STATION DESCRIPTION
 EY5747
 EY5747'DESCRIBED BY COAST AND GEODETIC SURVEY 1980 (JDB)
 EY5747'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES EAST OF BEAR GRASS AND
 EY5747'5.6 MILES SOUTH OF WILLIAMSTON.
 EY5747'
 EY5747'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH US 64-US 13
 EY5747'BYPASS AT THE SOUTH SIDE OF WILLIAMSTON, PROCEED SOUTHERLY ALONG
 EY5747'US 17 FOR 4.95 MILES TO A STATION ON THE LEFT ON THE PROJECTION OF THE
 EY5747'NORTH SIDE OF A TWO STORY WHITE FRAME HOUSE AND 0.2 MILE NORTH OF
 EY5747'SR 1114.
 EY5747'
 EY5747'STATION MARK IS A STANDARD DISK STAMPED---BEECH 1980---, SET IN THE
 EY5747'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND
 EY5747'SURFACE.  THE MARK IS 50.4 FEET SOUTHEAST OF THE CENTERLINE OF US 17,
 EY5747'28.5 FEET EAST-NORTHEAST OF THE NORTHEAST END OF CULVERT, 104.0 FEET
 EY5747'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE SHINGLED HOUSE,
 EY5747'49.2 FEET NORTHEAST OF TELEPHONE POLE 185 WITH REFERENCE TAG AND
 EY5747'83.4 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE 184 WITH REFERENCE TAG.
 EY5747
 EY5747                          STATION RECOVERY (1989)
 EY5747
 EY5747'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY5747'RECOVERED IN GOOD CONDITION.
 EY5747
 EY5747                          STATION RECOVERY (2006)
 EY5747
 EY5747'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY5747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC2010 ***********************************************************************
 FC2010  DESIGNATION -  BEECH
 FC2010  PID         -  FC2010
 FC2010  STATE/COUNTY-  NC/GRAHAM
 FC2010  USGS QUAD   -  BIG JUNCTION (1978)
 FC2010
 FC2010                         *CURRENT SURVEY CONTROL
 FC2010  ___________________________________________________________________
 FC2010* NAD 83(2007)-  35 20 43.04967(N)    084 02 08.24265(W)     ADJUSTED  
 FC2010* NAVD 88     -      1360.2    (meters)    4463.     (feet)  VERTCON   
 FC2010  ___________________________________________________________________
 FC2010  EPOCH DATE  -        2002.00
 FC2010  X           -     541,314.125 (meters)                     COMP
 FC2010  Y           -  -5,181,245.782 (meters)                     COMP
 FC2010  Z           -   3,669,950.921 (meters)                     COMP
 FC2010  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 FC2010  ELLIP HEIGHT-        1331.686 (meters)          (02/10/07) ADJUSTED
 FC2010  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 FC2010
 FC2010  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FC2010  Type    PID    Designation                      North   East  Ellip
 FC2010  -------------------------------------------------------------------
 FC2010  NETWORK FC2010 BEECH                             1.02   1.06   2.33
 FC2010  -------------------------------------------------------------------
 FC2010
 FC2010.The horizontal coordinates were established by GPS observations
 FC2010.and adjusted by the National Geodetic Survey in February 2007.
 FC2010
 FC2010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FC2010.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FC2010.The horizontal coordinates are valid at the epoch date displayed above.
 FC2010.The epoch date for horizontal control is a decimal equivalence
 FC2010.of Year/Month/Day.
 FC2010
 FC2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2010
 FC2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FC2010
 FC2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2010
 FC2010.The ellipsoidal height was determined by GPS observations
 FC2010.and is referenced to NAD 83.
 FC2010
 FC2010.The geoid height was determined by GEOID03.
 FC2010
 FC2010;                    North         East     Units Scale Factor Converg.
 FC2010;SPC NC       -   188,571.939   152,101.819   MT  0.99987392   -2 54 23.1
 FC2010;SPC NC       -   618,673.10    499,020.72   sFT  0.99987392   -2 54 23.1
 FC2010;SPC TN       -   114,068.676   778,553.074   MT  0.99998455   +1 09 00.1
 FC2010;SPC TN       -   374,240.31  2,554,302.88   sFT  0.99998455   +1 09 00.1
 FC2010;UTM  16      - 3,915,369.501   769,403.131   MT  1.00049453   +1 42 57.4
 FC2010;UTM  17      - 3,915,565.868   224,120.032   MT  1.00053806   -1 45 26.0
 FC2010
 FC2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2010!SPC NC       -   0.99979102  x   0.99987392  =   0.99966497
 FC2010!SPC TN       -   0.99979102  x   0.99998455  =   0.99977557
 FC2010!UTM  16      -   0.99979102  x   1.00049453  =   1.00028545
 FC2010!UTM  17      -   0.99979102  x   1.00053806  =   1.00032897
 FC2010
 FC2010                          SUPERSEDED SURVEY CONTROL
 FC2010
 FC2010  NAD 83(2001)-  35 20 43.04946(N)    084 02 08.24308(W) AD(       ) 1
 FC2010  ELLIP H (03/27/03) 1331.629  (m)                       GP(       ) 4 2
 FC2010  NAD 83(1995)-  35 20 43.04954(N)    084 02 08.24260(W) AD(       ) 1
 FC2010  NAD 83(1986)-  35 20 43.05515(N)    084 02 08.24973(W) AD(       ) 1
 FC2010  ELLIP H (05/28/93) 1331.637  (m)                       GP(       ) 4 2
 FC2010  NGVD 29 (05/28/93) 1360.2    (m)         4463.     (f) GPS OBS     3  
 FC2010
 FC2010.Superseded values are not recommended for survey control.
 FC2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2010.See file dsdata.txt to determine how the superseded data were derived.
 FC2010
 FC2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6940315370(NAD 83)
 FC2010_MARKER: DH = HORIZONTAL CONTROL DISK
 FC2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2010_SP_SET: CONCRETE POST
 FC2010_STAMPING: BEECH 1989
 FC2010_MARK LOGO: NCGS  
 FC2010_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FC2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2010+STABILITY: SURFACE MOTION
 FC2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2010+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FC2010
 FC2010  HISTORY     - Date     Condition        Report By
 FC2010  HISTORY     - 1989     MONUMENTED       NCGS
 FC2010
 FC2010                          STATION DESCRIPTION
 FC2010
 FC2010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FC2010'STATION IS LOCATED 20.8 KM (12.9 MI) WEST-NORTHWEST OF ROBBINSVILLE
 FC2010'NEAR THE TENNESSEE STATE LINE, AT BEECH GAP OVERLOOK.
 FC2010'ALONG THE ROBBINSVILLE TO TELLICO SCENIC HIGHWAY FOR 2.1 KM (1.3 MI)
 FC2010'NORTH FROM THE BRIDGE OVER FOREST SERVICE ROAD 81 (BIG SANTEETLAH
 FC2010'CREEK ROAD) IN STRATTON MEADOWS, OR 0.5 KM (0.3 MI) SOUTH OF THE
 FC2010'STATE LINE, AT NORTHWEST CORNER OF OVERLOOK.
 FC2010'MARK IS 10 FEET HIGHER THAN ROAD AND FLUSH WITH THE GROUND.  LOCATED
 FC2010'13.1 M (43.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF ROAD, 1.0 M
 FC2010'(3.3 FT) NORTH OF THE NORTHWEST CORNER OF STONEWALL, 6.65 M
 FC2010'(21.82 FT) WEST-SOUTHWEST OF THE NORTHEAST CORNER, AND 53.0 M
 FC2010'(173.9 FT) WEST-SOUTHWEST OF END OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5558 ***********************************************************************
 AA5558  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5558  DESIGNATION -  BEECH
 AA5558  PID         -  AA5558
 AA5558  STATE/COUNTY-  NC/BUNCOMBE
 AA5558  USGS QUAD   -  CRAGGY PINNACLE (1978)
 AA5558
 AA5558                         *CURRENT SURVEY CONTROL
 AA5558  ___________________________________________________________________
 AA5558* NAD 83(2007)-  35 42 40.36674(N)    082 28 21.97264(W)     ADJUSTED  
 AA5558* NAVD 88     -       729.09   (meters)    2392.0    (feet)  GPS OBS   
 AA5558  ___________________________________________________________________
 AA5558  EPOCH DATE  -        2002.00
 AA5558  X           -     679,265.258 (meters)                     COMP
 AA5558  Y           -  -5,140,651.908 (meters)                     COMP
 AA5558  Z           -   3,702,629.361 (meters)                     COMP
 AA5558  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA5558  ELLIP HEIGHT-         699.274 (meters)          (02/10/07) ADJUSTED
 AA5558  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5558
 AA5558  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5558  Type    PID    Designation                      North   East  Ellip
 AA5558  -------------------------------------------------------------------
 AA5558  NETWORK AA5558 BEECH                             0.45   0.33   0.88
 AA5558  -------------------------------------------------------------------
 AA5558
 AA5558.The horizontal coordinates were established by GPS observations
 AA5558.and adjusted by the National Geodetic Survey in February 2007.
 AA5558
 AA5558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5558.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5558.The horizontal coordinates are valid at the epoch date displayed above.
 AA5558.The epoch date for horizontal control is a decimal equivalence
 AA5558.of Year/Month/Day.
 AA5558
 AA5558.The orthometric height was determined by GPS observations and a
 AA5558.high-resolution geoid model.
 AA5558.The orthometric height was determined by GPS observations and a
 AA5558.high-resolution geoid model using precise GPS observation and
 AA5558.processing techniques.
 AA5558
 AA5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5558
 AA5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5558
 AA5558.The ellipsoidal height was determined by GPS observations
 AA5558.and is referenced to NAD 83.
 AA5558
 AA5558.The geoid height was determined by GEOID03.
 AA5558
 AA5558;                    North         East     Units Scale Factor Converg.
 AA5558;SPC NC       -   223,055.956   295,439.900   MT  0.99990466   -2 00 15.8
 AA5558;SPC NC       -   731,809.42    969,289.07   sFT  0.99990466   -2 00 15.8
 AA5558;UTM  17      - 3,952,918.089   366,775.755   MT  0.99981871   -0 51 35.2
 AA5558
 AA5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5558!SPC NC       -   0.99989026  x   0.99990466  =   0.99979493
 AA5558!UTM  17      -   0.99989026  x   0.99981871  =   0.99970899
 AA5558
 AA5558                          SUPERSEDED SURVEY CONTROL
 AA5558
 AA5558  NAD 83(2001)-  35 42 40.36670(N)    082 28 21.97251(W) AD(       ) 1
 AA5558  ELLIP H (03/13/03)  699.305  (m)                       GP(       ) 4 2
 AA5558  NAD 83(1995)-  35 42 40.36720(N)    082 28 21.97242(W) AD(       ) 1
 AA5558  NAD 83(1986)-  35 42 40.37354(N)    082 28 21.97299(W) AD(       ) 1
 AA5558  NGVD 29 (09/30/94)  729.1    (m)         2392.     (f) GPS OBS     3  
 AA5558
 AA5558.Superseded values are not recommended for survey control.
 AA5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5558.See file dsdata.txt to determine how the superseded data were derived.
 AA5558
 AA5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6677652918(NAD 83)
 AA5558_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5558_SP_SET: CONCRETE POST
 AA5558_STAMPING: BEECH GPS 1991
 AA5558_MARK LOGO: NCGS  
 AA5558_PROJECTION: RECESSED 10 CENTIMETERS
 AA5558_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5558+STABILITY: SURFACE MOTION
 AA5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5558+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AA5558
 AA5558  HISTORY     - Date     Condition        Report By
 AA5558  HISTORY     - 1991     MONUMENTED       NCGS
 AA5558  HISTORY     - 20040815 GOOD             GEOMET
 AA5558  HISTORY     - 20060316 GOOD             USPSQD
 AA5558
 AA5558                          STATION DESCRIPTION
 AA5558
 AA5558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5558'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF WEAVERVILLE AND 9.1
 AA5558'MI (14.6 KM) NORTH-NORTHEAST OF ASHEVILLE, IN BEECH COMMUNITY. ALONG
 AA5558'SR 1003 (REEMS CREEK ROAD) FOR 6.75 MI (10.86 KM) NORTHEAST FROM US 19
 AA5558'BUSINESS (MERRIMON AVENUE), OR 0.5 MI (0.8 KM) EAST OF SR 2118 (MOODY
 AA5558'COVE ROAD), IN ROAD SHOULDER BETWEEN 2 GRAVEL DRIVES. MARK IS ABOUT
 AA5558'LEVEL WITH ROAD AND RECESSED 4 INCHES BELOW GROUND. LOCATED 15.0 FT
 AA5558'(4.6 M) SOUTH OF THE CENTERLINE OF THE ROAD, 166.0 FT (50.6 M) EAST OF
 AA5558'THE CENTERLINE OF A GRAVEL DRIVE, 64.0 FT (19.5 M) WEST OF THE
 AA5558'CENTERLINE OF ANOTHER GRAVEL DRIVE, AND 44.0 FT (13.4 M) WEST OF A
 AA5558'UTILTY POLE WITH REFERENCE TAG.
 AA5558
 AA5558                          STATION RECOVERY (2004)
 AA5558
 AA5558'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5558'RECOVERED AS DESCRIBED WITH AN ADDITIONAL REFERENCE TIE. IT IS LOCATED
 AA5558'10.0 METERS (33.0 FEET) SOUTH FROM MAILBOXES NUMBERED 1212 AND 1224.
 AA5558
 AA5558                          STATION RECOVERY (2006)
 AA5558
 AA5558'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA5558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5973 ***********************************************************************
 AE5973  DESIGNATION -  BEECH
 AE5973  PID         -  AE5973
 AE5973  STATE/COUNTY-  NC/PAMLICO
 AE5973  USGS QUAD   -  ORIENTAL (1987)
 AE5973
 AE5973                         *CURRENT SURVEY CONTROL
 AE5973  ___________________________________________________________________
 AE5973* NAD 83(2001)-  35 03 00.70589(N)    076 42 04.06716(W)     ADJUSTED  
 AE5973* NAVD 88     -         2.136  (meters)       7.01   (feet)  ADJUSTED  
 AE5973  ___________________________________________________________________
 AE5973  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AE5973  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AE5973  DYNAMIC HT  -           2.134 (meters)       7.00  (feet)  COMP
 AE5973  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 AE5973
 AE5973  HORZ ORDER  -  SECOND
 AE5973  VERT ORDER  -  SECOND    CLASS II
 AE5973
 AE5973.The horizontal coordinates were established by classical geodetic methods
 AE5973.and adjusted by the National Geodetic Survey in August 2005.
 AE5973
 AE5973.The orthometric height was determined by differential leveling
 AE5973.and adjusted in June 1998.
 AE5973
 AE5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5973
 AE5973.The geoid height was determined by GEOID03.
 AE5973
 AE5973.The dynamic height is computed by dividing the NAVD 88
 AE5973.geopotential number by the normal gravity value computed on the
 AE5973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5973.degrees latitude (g = 980.6199 gals.).
 AE5973
 AE5973.The modeled gravity was interpolated from observed gravity values.
 AE5973
 AE5973;                    North         East     Units Scale Factor Converg.
 AE5973;SPC NC       -   146,658.823   819,288.464   MT  0.99987875   +1 19 36.6
 AE5973;SPC NC       -   481,163.16  2,687,948.90   sFT  0.99987875   +1 19 36.6
 AE5973;UTM  18      - 3,879,932.548   344,856.125   MT  0.99989665   -0 58 37.7
 AE5973
 AE5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5973!SPC NC       -   1.00000554  x   0.99987875  =   0.99988429
 AE5973!UTM  18      -   1.00000554  x   0.99989665  =   0.99990219
 AE5973
 AE5973                          SUPERSEDED SURVEY CONTROL
 AE5973
 AE5973  NAD 83(1986)-  35 03 00.71716(N)    076 42 04.07697(W) AD(       ) 2
 AE5973  NGVD 29 (04/21/98)    2.45   (m)            8.0    (f) LEVELING    3  
 AE5973
 AE5973.Superseded values are not recommended for survey control.
 AE5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5973.See file dsdata.txt to determine how the superseded data were derived.
 AE5973
 AE5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4485679933(NAD 83)
 AE5973_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5973_STAMPING: BEECH 1984
 AE5973_MARK LOGO: NCGS  
 AE5973_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5973+STABILITY: SURFACE MOTION
 AE5973
 AE5973  HISTORY     - Date     Condition        Report By
 AE5973  HISTORY     - 1984     MONUMENTED       NCGS
 AE5973  HISTORY     - 19850101 GOOD             NCGS
 AE5973
 AE5973                          STATION DESCRIPTION
 AE5973
 AE5973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5973'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) NORTH-NORTHWEST OF ORIENTAL.
 AE5973'ALONG NC 55 FOR 4.0 KM (2.50 MI) NORTHWEST OF THE NORTHEAST END OF THE
 AE5973'ROBERT SCOTT BRIDGE IN ORIENTAL, OR 0.4 KM (0.25 MI) SOUTHEAST OF SR
 AE5973'1005 INTERSECTION, ACROSS THE HIGHWAY FROM A LARGE FRAME HOUSE. MARK
 AE5973'IS RECESSED 4 INCHES BELOW GROUND AND IS 1/2 FOOT LOWER THAN HIGHWAY.
 AE5973'LOCATED 5.6 M (18.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AE5973'HIGHWAY, 7.6 M (24.9 FT) EAST-SOUTHEAST OF A DIRT PATH--AND 29.7 M
 AE5973'(97.4 FT) EAST-SOUTHEAST OF A POWER POLE, 12.2 M (40.0 FT) SOUTHWEST
 AE5973'OF A 6-INCH GUM, 13.5 M (44.3 FT) SOUTHWEST OF A 24-INCH PINE--ALL
 AE5973'FOUR WITH REFERENCE TAGS.
 AE5973
 AE5973                          STATION RECOVERY (1985)
 AE5973
 AE5973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AE5973'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8218 ***********************************************************************
 AF8218  DESIGNATION -  BEECH
 AF8218  PID         -  AF8218
 AF8218  STATE/COUNTY-  NC/POLK
 AF8218  USGS QUAD   -  PEA RIDGE (1982)
 AF8218
 AF8218                         *CURRENT SURVEY CONTROL
 AF8218  ___________________________________________________________________
 AF8218* NAD 83(2001)-  35 16 43.85315(N)    082 07 17.98328(W)     ADJUSTED  
 AF8218* NAVD 88     -       286.4    (meters)     940.     (feet)  VERT ANG  
 AF8218  ___________________________________________________________________
 AF8218  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AF8218  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 AF8218  HORZ ORDER  -  SECOND
 AF8218
 AF8218.The horizontal coordinates were established by classical geodetic methods
 AF8218.and adjusted by the National Geodetic Survey in August 2005.
 AF8218
 AF8218.The orthometric height was determined by vertical angle observations.
 AF8218
 AF8218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8218
 AF8218.The geoid height was determined by GEOID03.
 AF8218
 AF8218;                    North         East     Units Scale Factor Converg.
 AF8218;SPC NC       -   174,059.490   325,683.483   MT  0.99987270   -1 48 06.2
 AF8218;SPC NC       -   571,060.18  1,068,513.23   sFT  0.99987270   -1 48 06.2
 AF8218;UTM  17      - 3,904,543.694   397,992.738   MT  0.99972823   -0 38 52.4
 AF8218
 AF8218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8218!SPC NC       -   0.99996003  x   0.99987270  =   0.99983273
 AF8218!UTM  17      -   0.99996003  x   0.99972823  =   0.99968827
 AF8218
 AF8218                          SUPERSEDED SURVEY CONTROL
 AF8218
 AF8218  NAD 83(1986)-  35 16 43.86512(N)    082 07 17.98751(W) AD(       ) 2
 AF8218
 AF8218.Superseded values are not recommended for survey control.
 AF8218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8218.See file dsdata.txt to determine how the superseded data were derived.
 AF8218
 AF8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9799304544(NAD 83)
 AF8218_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8218_STAMPING: BEECH 1985
 AF8218_MARK LOGO: NCGS  
 AF8218_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8218+STABILITY: SURFACE MOTION
 AF8218
 AF8218  HISTORY     - Date     Condition        Report By
 AF8218  HISTORY     - 1985     MONUMENTED       NCGS
 AF8218  HISTORY     - 20011207 MARK NOT FOUND   USPSQD
 AF8218
 AF8218                          STATION DESCRIPTION
 AF8218
 AF8218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8218'STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF MILL SPRING,
 AF8218'AND 7.6 KM (4.70 MI) EAST-NORTHEAST OF COLUMBUS. ALONG FUTURE US 74
 AF8218'FOR 0.7 KM (0.45 MI) WEST OF THE NC 9 OVERPASS AT BEULAH, AT EAST END
 AF8218'OF CUT. MARK IS FLUSH WITH GROUND AND 20-FEET HIGHER THAN FUTURE US
 AF8218'74. LOCATED 39.6 M (129.9 FT) (SLOPE) SOUTH OF THE CENTERLINE OF
 AF8218'FUTURE US 74 MEDIAN, 11.8 M (38.7 FT) NORTH OF NCDOT RIGHT-OF-WAY
 AF8218'FENCE, 14.78 M (48.49 FT) NORTHWEST OF NCDOT RIGHT-OF-WAY FENCE CENTER
 AF8218'BRACE POST AND RIGHT-OF-WAY MARKER, AND 8.47 M (27.79 FT) WEST OF
 AF8218'14-INCH BEECH WITH A REFERENCE TAG.
 AF8218
 AF8218                          STATION RECOVERY (2001)
 AF8218
 AF8218'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 AF8218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4401 ***********************************************************************
 FX4401  DESIGNATION -  BEECH AZ MK
 FX4401  PID         -  FX4401
 FX4401  STATE/COUNTY-  NC/WARREN
 FX4401  USGS QUAD   -  GASBURG (1990)
 FX4401
 FX4401                         *CURRENT SURVEY CONTROL
 FX4401  ___________________________________________________________________
 FX4401* NAD 83(2001)-  36 32 07.54880(N)    077 59 10.73513(W)     ADJUSTED  
 FX4401* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 FX4401  ___________________________________________________________________
 FX4401  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 FX4401  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 FX4401  HORZ ORDER  -  SECOND
 FX4401
 FX4401.The horizontal coordinates were established by classical geodetic methods
 FX4401.and adjusted by the National Geodetic Survey in August 2005.
 FX4401
 FX4401.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4401
 FX4401.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4401
 FX4401.The geoid height was determined by GEOID03.
 FX4401
 FX4401;                    North         East     Units Scale Factor Converg.
 FX4401;SPC NC       -   309,479.691   700,386.616   MT  1.00012382   +0 35 06.2
 FX4401;SPC NC       - 1,015,351.29  2,297,851.76   sFT  1.00012382   +0 35 06.2
 FX4401;UTM  18      - 4,047,488.144   232,646.086   MT  1.00048073   -1 46 43.9
 FX4401;UTM  17      - 4,047,564.612   769,804.854   MT  1.00049696   +1 47 42.7
 FX4401
 FX4401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4401!SPC NC       -   0.99999210  x   1.00012382  =   1.00011592
 FX4401!UTM  18      -   0.99999210  x   1.00048073  =   1.00047282
 FX4401!UTM  17      -   0.99999210  x   1.00049696  =   1.00048905
 FX4401
 FX4401                          SUPERSEDED SURVEY CONTROL
 FX4401
 FX4401  NAD 83(1993)-  36 32 07.55069(N)    077 59 10.73719(W) AD(       ) 2
 FX4401  NAD 83(1986)-  36 32 07.54784(N)    077 59 10.74643(W) AD(       ) 2
 FX4401  NGVD 29 (07/23/90)   84.1    (m)          276.     (f) VERT ANG    3  
 FX4401
 FX4401.Superseded values are not recommended for survey control.
 FX4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4401.See file dsdata.txt to determine how the superseded data were derived.
 FX4401
 FX4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3264647488(NAD 83)
 FX4401_MARKER: DZ = AZIMUTH MARK DISK
 FX4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4401_SP_SET: CONCRETE POST
 FX4401_STAMPING: BEECH 1988
 FX4401_MARK LOGO: NCGS  
 FX4401_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FX4401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4401+STABILITY: SURFACE MOTION
 FX4401
 FX4401  HISTORY     - Date     Condition        Report By
 FX4401  HISTORY     - 1988     MONUMENTED       NCGS
 FX4401
 FX4401                          STATION DESCRIPTION
 FX4401
 FX4401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FX4401'STATION IS LOCATED ABOUT 13.7 KM (8.5 MILES) NORTHEAST OF MACON, ABOUT
 FX4401'1.0 KM (0.6 MILES) SOUTH OF NC-VIRGINIA STATE LINE.
 FX4401'PROCEED ALONG SR 1318 FOR 1.05 KM (0.65 MILES) NORTH FROM US 158 IN
 FX4401'VAUGHAN TO SR 1344, THENCE NORTHEAST ALONG SR 1344 FOR 11.0 KM (6.8
 FX4401'MILES) TO THE EATON FERRY BRIDGE, CONTINUE NORTHEAST ALONG SR 1344 FOR
 FX4401'2.65 KM (1.65 MI) (1.65 MILES) TO SR 1362, THENCE NORTHWEST ALONG SR
 FX4401'1362 FOR 1.2 KM (0.75 MILES) TO SR 1360, THENCE SOUTHWEST ALONG SR
 FX4401'1360 FOR 4.2 KM (2.6 MILES) OR 0.4 KM (0.25 MILES) EAST OF SR 1361 AT
 FX4401'FENCE LINE.
 FX4401'STATION IS A STANDARD NCGS AZIMUTH MARK DISK STAMPED---BEECH 1988---,
 FX4401'SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND SURFACE AND
 FX4401'IS 25 CM IN DIAMETER.  LOCATED 11.0 METERS (36.0 FEET) NORTH-NORTHEAST
 FX4401'OF THE CENTERLINE OF ROAD, 55.3 METERS (181.5 FEET) EAST OF EAST END
 FX4401'OF DRIVEWAY CULVERT, 0.8 METERS (2.5 FEET) NORTH-NORTHEAST OF BARBED
 FX4401'WIRE FENCE LINE--AND 11.1 METERS (36.4 FEET) WEST-NORTHWEST OF POWER
 FX4401'POLE, 9.2 METERS (30.3 FEET) SOUTH OF 6-INCH PINE, 65.4 METERS (214.5
 FX4401'FEET) EAST-SOUTHEAST OF POWER POLE--ALL THREE WITH REFERENCE TAGS.
 FX4401'STATION IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC2011 ***********************************************************************
 FC2011  DESIGNATION -  BEECH AZ MK
 FC2011  PID         -  FC2011
 FC2011  STATE/COUNTY-  NC/GRAHAM
 FC2011  USGS QUAD   -  BIG JUNCTION (1978)
 FC2011
 FC2011                         *CURRENT SURVEY CONTROL
 FC2011  ___________________________________________________________________
 FC2011* NAD 83(2001)-  35 20 36.05320(N)    084 01 55.20071(W)     ADJUSTED  
 FC2011* NAVD 88     -      1374.3    (meters)    4509.     (feet)  VERTCON   
 FC2011  ___________________________________________________________________
 FC2011  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 FC2011  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FC2011  HORZ ORDER  -  SECOND
 FC2011
 FC2011.The horizontal coordinates were established by classical geodetic methods
 FC2011.and adjusted by the National Geodetic Survey in August 2005.
 FC2011
 FC2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC2011
 FC2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC2011
 FC2011.The geoid height was determined by GEOID03.
 FC2011
 FC2011;                    North         East     Units Scale Factor Converg.
 FC2011;SPC NC       -   188,339.932   152,419.751   MT  0.99987386   -2 54 15.6
 FC2011;SPC NC       -   617,911.93    500,063.80   sFT  0.99987386   -2 54 15.6
 FC2011;SPC TN       -   113,859.717   778,886.658   MT  0.99998484   +1 09 07.7
 FC2011;SPC TN       -   373,554.75  2,555,397.31   sFT  0.99998484   +1 09 07.7
 FC2011;UTM  16      - 3,915,163.742   769,738.934   MT  1.00049676   +1 43 04.6
 FC2011;UTM  17      - 3,915,340.135   224,442.767   MT  1.00053587   -1 45 18.1
 FC2011
 FC2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC2011!SPC NC       -   0.99978882  x   0.99987386  =   0.99966270
 FC2011!SPC TN       -   0.99978882  x   0.99998484  =   0.99977366
 FC2011!UTM  16      -   0.99978882  x   1.00049676  =   1.00028547
 FC2011!UTM  17      -   0.99978882  x   1.00053587  =   1.00032457
 FC2011
 FC2011                          SUPERSEDED SURVEY CONTROL
 FC2011
 FC2011  NAD 83(1995)-  35 20 36.05329(N)    084 01 55.20022(W) AD(       ) 2
 FC2011  NAD 83(1986)-  35 20 36.05890(N)    084 01 55.20734(W) AD(       ) 2
 FC2011  NGVD 29 (05/28/93) 1374.3    (m)         4509.     (f) VERT ANG    3  
 FC2011
 FC2011.Superseded values are not recommended for survey control.
 FC2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC2011.See file dsdata.txt to determine how the superseded data were derived.
 FC2011
 FC2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGE6973915164(NAD 83)
 FC2011_MARKER: DZ = AZIMUTH MARK DISK
 FC2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC2011_SP_SET: CONCRETE POST
 FC2011_STAMPING: BEECH 1989
 FC2011_MARK LOGO: NCGS  
 FC2011_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FC2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC2011+STABILITY: SURFACE MOTION
 FC2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FC2011+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FC2011
 FC2011  HISTORY     - Date     Condition        Report By
 FC2011  HISTORY     - 1989     MONUMENTED       NCGS
 FC2011
 FC2011                          STATION DESCRIPTION
 FC2011
 FC2011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FC2011'STATION IS LOCATED APPROXIMATELY 20.8 KM (12.9 MI) WEST-NORTHWEST OF
 FC2011'ROBBINSVILLE.
 FC2011'ALONG ROBBINSVILLE TO TELLICO SCENIC HIGHWAY FOR 1.7 KM (1.1 MI) NORTH
 FC2011'FROM THE BRIDGE OVER FOREST SERVICE ROAD 81 (BIG SANTEETLAH ROAD) AT
 FC2011'STRATTON MEADOWS, OR 0.88 KM (0.55 MI) SOUTH OF THE NORTH
 FC2011'CAROLINA-TENNESSEE STATE LINE IN ROAD SHOULDER.
 FC2011'MARK IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND SURFACE.
 FC2011'LOCATED 7.5 M (24.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD,
 FC2011'16.2 M (53.1 FT) EAST OF 30-INCH CORRUGATED METAL PIPE--AND 12.65 M
 FC2011'(41.50 FT) SOUTHWEST OF GUARDRAIL POST (ACROSS ROAD), 18.3 M
 FC2011'(60.0 FT) NORTHEAST OF A 8-INCH TRIPLE BIRCH--BOTH WITH REFERENCE
 FC2011'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5559 ***********************************************************************
 AA5559  DESIGNATION -  BEECH AZ MK
 AA5559  PID         -  AA5559
 AA5559  STATE/COUNTY-  NC/BUNCOMBE
 AA5559  USGS QUAD   -  CRAGGY PINNACLE (1978)
 AA5559
 AA5559                         *CURRENT SURVEY CONTROL
 AA5559  ___________________________________________________________________
 AA5559* NAD 83(2001)-  35 42 36.64858(N)    082 28 53.72387(W)     NO CHECK  
 AA5559* NAVD 88     -       709.3    (meters)    2327.     (feet)  VERT ANG  
 AA5559  ___________________________________________________________________
 AA5559  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA5559  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5559  HORZ ORDER  -  SECOND
 AA5559
 AA5559.The horizontal coordinates were established by classical geodetic methods
 AA5559.and adjusted by the National Geodetic Survey in August 2005.
 AA5559.No horizontal observational check was made to the station.
 AA5559
 AA5559.The orthometric height was determined by vertical angle observations.
 AA5559
 AA5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5559
 AA5559.The geoid height was determined by GEOID03.
 AA5559
 AA5559;                    North         East     Units Scale Factor Converg.
 AA5559;SPC NC       -   222,969.390   294,638.334   MT  0.99990451   -2 00 34.1
 AA5559;SPC NC       -   731,525.41    966,659.27   sFT  0.99990451   -2 00 34.1
 AA5559;UTM  17      - 3,952,815.537   365,976.146   MT  0.99982134   -0 51 53.7
 AA5559
 AA5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5559!SPC NC       -   0.99989336  x   0.99990451  =   0.99979788
 AA5559!UTM  17      -   0.99989336  x   0.99982134  =   0.99971472
 AA5559
 AA5559                          SUPERSEDED SURVEY CONTROL
 AA5559
 AA5559  NAD 83(1995)-  35 42 36.64920(N)    082 28 53.72379(W) AD(       ) 2
 AA5559  NAD 83(1986)-  35 42 36.65513(N)    082 28 53.72430(W) AD(       ) 2
 AA5559  NGVD 29 (03/11/98)  709.3    (m)         2327.     (f) VERT ANG    3  
 AA5559
 AA5559.Superseded values are not recommended for survey control.
 AA5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5559.See file dsdata.txt to determine how the superseded data were derived.
 AA5559
 AA5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6597652816(NAD 83)
 AA5559_MARKER: DZ = AZIMUTH MARK DISK
 AA5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5559_SP_SET: CONCRETE POST
 AA5559_STAMPING: BEECH 1991
 AA5559_MARK LOGO: NCGS  
 AA5559_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5559+STABILITY: SURFACE MOTION
 AA5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5559+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5559
 AA5559  HISTORY     - Date     Condition        Report By
 AA5559  HISTORY     - 1991     MONUMENTED       NCGS
 AA5559
 AA5559                          STATION DESCRIPTION
 AA5559
 AA5559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5559'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST OF WEAVERVILLE AND 8.9
 AA5559'MI (14.3 KM) NORTH-NORTHEAST OF ASHEVILLE, IN BEECH COMMUNITY. ALONG
 AA5559'SR 1003 (REEMS CREEK ROAD) FOR 6.25 MI (10.06 KM) NORTHEAST FROM US 19
 AA5559'BUSINESS (MERRIMON AVENUE) AT STONEY KNOB, AT SR 2118 (MOODY COVE
 AA5559'ROAD), EAST OF INTERSECTION. MARK IS ABOUT LEVEL WITH ROAD AND
 AA5559'RECESSED 2 INCHES BELOW GROUND. LOCATED 20.1 FT (6.1 M)
 AA5559'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 189.5 FT (57.8 M)
 AA5559'EAST-NORTHEAST OF THE CENTERLINE OF SR 2118, 17.5 FT (5.3 M) WEST OF A
 AA5559'FENCE CORNER, 33.4 FT (10.2 M) SOUTH-SOUTHWEST OF A UTILITY
 AA5559'POLE--1/18--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3936 ***********************************************************************
 FX3936  DESIGNATION -  BEECHWOOD
 FX3936  PID         -  FX3936
 FX3936  STATE/COUNTY-  NC/HERTFORD
 FX3936  USGS QUAD   -  AHOSKIE (1982)
 FX3936
 FX3936                         *CURRENT SURVEY CONTROL
 FX3936  ___________________________________________________________________
 FX3936* NAD 83(2001)-  36 22 18.85298(N)    076 59 55.36118(W)     ADJUSTED  
 FX3936* NAVD 88     -        14.94   (meters)      49.0    (feet)  LEVELING  
 FX3936  ___________________________________________________________________
 FX3936  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 FX3936  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 FX3936  HORZ ORDER  -  THIRD
 FX3936  VERT ORDER  -  THIRD
 FX3936
 FX3936.The horizontal coordinates were established by classical geodetic methods
 FX3936.and adjusted by the National Geodetic Survey in August 2005.
 FX3936
 FX3936.The orthometric height was determined by differential leveling.
 FX3936.The vertical network tie was performed by a horz. field party for horz.
 FX3936.obs reductions. Reset procedures were used to establish the elevation.
 FX3936
 FX3936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3936
 FX3936.The geoid height was determined by GEOID03.
 FX3936
 FX3936;                    North         East     Units Scale Factor Converg.
 FX3936;SPC NC       -   292,678.696   789,193.030   MT  1.00006375   +1 09 18.3
 FX3936;SPC NC       -   960,230.02  2,589,210.80   sFT  1.00006375   +1 09 18.3
 FX3936;SPC VA S     - 1,005,351.729 3,634,730.432   MT  1.00009507   +0 54 40.2
 FX3936;SPC VA S     - 3,298,391.46 11,924,944.76   sFT  1.00009507   +0 54 40.2
 FX3936;UTM  18      - 4,027,054.322   320,699.599   MT  0.99999611   -1 11 08.2
 FX3936
 FX3936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3936!SPC NC       -   1.00000320  x   1.00006375  =   1.00006695
 FX3936!SPC VA S     -   1.00000320  x   1.00009507  =   1.00009827
 FX3936!UTM  18      -   1.00000320  x   0.99999611  =   0.99999931
 FX3936
 FX3936|---------------------------------------------------------------------|
 FX3936| PID    Reference Object                     Distance      Geod. Az  |
 FX3936|                                                           dddmmss.s |
 FX3936| FX4566 BEECHWOOD RM 1                       53.538 METERS 05922     |
 FX3936| FX3935 AHOSKIE NC HWY COMM RAD KIK TR      APPROX. 9.4 KM 1724325.5 |
 FX3936| FX3934 AHOSKIE MUNICIPAL TANK              APPROX.10.0 KM 1744024.4 |
 FX3936| FX4145 AHOSKIE RADIO STA WRCS MAST         APPROX.10.7 KM 1963608.1 |
 FX3936| FX4146 AHOSKIE ROANOKE ELEC RAD MAST       APPROX. 7.0 KM 2063622.6 |
 FX3936| FX4565 BEECHWOOD AZ MK                     351.084 METERS 27149     |
 FX3936| FX4567 BEECHWOOD RM 2                       33.097 METERS 28706     |
 FX3936| FX4568 BEECHWOOD RM 3                       33.060 METERS 28712     |
 FX3936|---------------------------------------------------------------------|
 FX3936
 FX3936                          SUPERSEDED SURVEY CONTROL
 FX3936
 FX3936  NAD 83(1986)-  36 22 18.86277(N)    076 59 55.37389(W) AD(       ) 2
 FX3936  NAD 83(1993)-  36 22 18.85593(N)    076 59 55.36148(W) AD(       ) 3
 FX3936  NAD 83(1986)-  36 22 18.86277(N)    076 59 55.37389(W) AD(       ) 3
 FX3936  NAD 27      -  36 22 18.30350(N)    076 59 56.51900(W) AD(       ) 3
 FX3936  NGVD 29 (07/19/86)   15.29   (m)           50.2    (f) LEVELING    3  
 FX3936
 FX3936.Superseded values are not recommended for survey control.
 FX3936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3936.See file dsdata.txt to determine how the superseded data were derived.
 FX3936
 FX3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2070027054(NAD 83)
 FX3936_MARKER: DS = TRIANGULATION STATION DISK
 FX3936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3936_STAMPING: BEECHWOOD 1959
 FX3936_MARK LOGO: CGS   
 FX3936_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX3936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3936+STABILITY: SURFACE MOTION
 FX3936
 FX3936  HISTORY     - Date     Condition        Report By
 FX3936  HISTORY     - 1959     MONUMENTED       CGS
 FX3936  HISTORY     - 1962     GOOD             CGS
 FX3936  HISTORY     - 1972     MARK NOT FOUND   USGS
 FX3936  HISTORY     - 1976     GOOD             NGS
 FX3936  HISTORY     - 19850303 SEE DESCRIPTION  NCGS
 FX3936
 FX3936                          STATION DESCRIPTION
 FX3936
 FX3936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX3936'THE STATION IS ABOUT 6 MILES NORTH OF AHOSKIE, 4 MILES SOUTHWEST
 FX3936'OF WINTON, AND 3/4 MILE NORTHEAST OF THE BEECHWOOD COUNTRY CLUB,
 FX3936'ON PROPERTY OF MR. W.R. EVANS.
 FX3936'
 FX3936'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 FX3936'HIGHWAY 13 IN AHOSKIE, GO NORTH ON U.S. HIGHWAY 13 FOR 2.1 MILES
 FX3936'TO A SIDE ROAD ON THE LEFT, AT SIGN PRISON CAMP 2.  TURN LEFT AND
 FX3936'GO 2.3 MILES TO A T-JUNCTION OF THE ROAD.  TURN RIGHT AND GO 0.4
 FX3936'MILE TO A CROSSROAD IN UNION.  CONTINUE STRAIGHT AHEAD FOR 2.0
 FX3936'MILES TO A ROAD FORK, TAKE RIGHT FORK AND GO 0.5 MILE TO THE
 FX3936'BEECHWOOD COUNTRY CLUB AND THE END OF THE BLACKTOP ROAD. CONTINUE
 FX3936'ON THE DIRT ROAD 0.8 MILE TO THE STATION ON THE RIGHT.
 FX3936'
 FX3936'STATION MARKS ARE STANDARD DISKS STAMPED BEECHWOOD 1959.  THE
 FX3936'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FX3936'INCHES.  IT IS 119 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 FX3936'HOUSE, 54 FEET SOUTH OF THE JUNCTION OF THE DRIVEWAY AND THE
 FX3936'ROAD, 46 FEET EAST OF THE TRIANGULAR BLAZE ON AN 8-INCH PINE TREE,
 FX3936'AND 2.8 FEET NORTH OF A STANDARD METAL WITNESS POST.  THE
 FX3936'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES
 FX3936'BELOW THE SURFACE OF THE GROUND.
 FX3936'
 FX3936'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BEECHWOOD NO 1 1959,
 FX3936'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FX3936'65 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 20 FEET NORTH
 FX3936'OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 FX3936'
 FX3936'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BEECHWOOD NO 2 1959,
 FX3936'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FX3936'59 FEET WEST OF THE DRIVEWAY, 30 FEET NORTH OF THE CENTER OF THE
 FX3936'ROAD, AND 22 FEET SOUTH OF THE FIELD ROAD.
 FX3936'
 FX3936'AZIMUTH MARK, A STANDARD DISK STAMPED BEECHWOOD 1959, IS SET IN A
 FX3936'SQAURE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 44 FEET
 FX3936'NORTHWEST OF THE LONE TREE IN THE FIELD, 20 FEET EAST OF THE
 FX3936'FENCE-LINE, AND 1.6 FEET NORTH OF A STANDARD METAL WITNESS POST.
 FX3936'
 FX3936'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE FIELD
 FX3936'ROAD 0.2 MILE TO THE EDGE OF THE WOODS AND THE AZIMUTH MARK.
 FX3936'
 FX3936'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FX3936
 FX3936                          STATION RECOVERY (1962)
 FX3936
 FX3936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FX3936'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FX3936'AND FOUND IN GOOD CONDITION.
 FX3936
 FX3936                          STATION RECOVERY (1972)
 FX3936
 FX3936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CRH)
 FX3936'RM 1 NOT FOUND
 FX3936'
 FX3936'RM 2 REMOVED
 FX3936'
 FX3936'AZ MK OK
 FX3936
 FX3936                          STATION RECOVERY (1976)
 FX3936
 FX3936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FX3936'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 FX3936'MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  THE TOP OF
 FX3936'REFERENCE MARK NO. 2 HAD BEEN BROKEN OFF, PROBABLY BY MOWING
 FX3936'OPERATIONS.  AND THE DISK WAS MISSING.  A NEW DISK, REFERENCE MARK
 FX3936'NO. 3, WAS CEMENTED FLUSH IN A DRILL HOLE IN THE OLD CONCRETE
 FX3936'MONUMENT.  A DIFFERENCE OF .01 FOOT SHORTER WAS FOUND IN THE
 FX3936'DISTANCE TO REFERENCE MARK NO. 1.  THE DIRECTION TO REFERENCE MARK
 FX3936'NO. 1 WAS CHECKED AND FOUND TO BE CORRECT.  THE ORIGINAL
 FX3936'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES AND ADDITIONS.
 FX3936'
 FX3936'THE HOUSE NEAR STATION SITE HAS FALLEN DOWN AND THE LONE TREE IN
 FX3936'FIELD NEAR AZIMUTH MARK IS GONE.
 FX3936'
 FX3936'REFERENCE MARK NO. 3 IS 59 FEET WEST OF THE APPROXIMATE
 FX3936'CENTERLINE OF DRIVEWAY TO FARM BUILDINGS, 30 FEET NORTH OF THE
 FX3936'APPROXIMATE CENTERLINE OF DIRT ROAD AND 22 FEET SOUTH OF THE
 FX3936'APPROXIMATE CENTERLINE OF FIELD ROAD LEADING TO AZIMUTH MARK.
 FX3936'MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE
 FX3936'MONUMENT PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED
 FX3936'BEECHWOOD 1959 NO 3 1976.
 FX3936'
 FX3936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES
 FX3936'SOUTHWEST OF WINTON.
 FX3936
 FX3936                          STATION RECOVERY (1985)
 FX3936
 FX3936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX3936'STATION SURFACE MARK, UNDERGROUND MARK, 2 REFERENCE MARKS, AND AN
 FX3936'AZIMUTH WERE ESTABLISHED IN 1959. RECOVERY BY NGS IN 1976 FOUND ALL
 FX3936'MARKS EXCEPT RM 2 TO BE IN GOOD CONDITION.  RM 2 WAS BROKEN OFF AND
 FX3936'DISK WAS MISSING.  A NEW DISK, REFERENCE MARK NO 3, WAS CEMENTED IN A
 FX3936'DRILL HOLE IN THE OLD CONCRETE POST. RECOVERY BY NCGS IN 1985 FOUND
 FX3936'STATION AND AZIMUTH MARK IN GOOD CONDITION.  RM 1 HAD PART OF TOP AND
 FX3936'DISK BROKEN OFF WITH STEM REMAINING. RM 3 WAS NOT FOUND AND WAS
 FX3936'PROBABLY LOST TO ROAD DITCHING OR CULTIVATION.  A COMPLETE NEW
 FX3936'DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF
 FX3936'AHOSKIE, 3.0 MI (4.8 KM) NORTH-NORTHEAST OF UNION, AND 0.8 MI (1.3 KM)
 FX3936'NORTHEAST OF BEECHWOOD COUNTRY CLUB. PROCEED ALONG NC 11 FOR 1.15 MI
 FX3936'(1.85 KM) NORTHWEST FROM NC 461 CROSSROADS (LOCATED NORTHWEST OF
 FX3936'AHOSKIE AND NORTHEAST OF UNION), THENCE NORTHEAST FOR 1.35 MI (2.17
 FX3936'KM) ALONG SR 1108 (BOONE FARM ROAD)TO A BEND IN ROAD AT A LONG DIRT
 FX3936'DRIVEWAY NORTH, AND STATION ON SOUTHEAST SIDE OF THE INTERSECTION.
 FX3936'MARK IS ABOUT LEVEL WITH THE ROAD AND PROJECTS 4 INCHES ABOVE GROUND.
 FX3936'LOCATED 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF THE ROAD, 61.0 FT
 FX3936'(18.6 M) SOUTHEAST OF THE CENTERLINE INTERSECTION WITH DRIVEWAY, 81.8
 FX3936'FT (24.9 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL--AND 27.2 FT (8.3
 FX3936'M) EAST-SOUTHEAST OF A POWER POLE, 102.0 FT (31.1 M) SOUTH-SOUTHEAST
 FX3936'OF A 50-INCH OAK, 106.0 FT (32.3 M) SOUTHWEST OF A 46-INCH OAK--ALL
 FX3936'WITH REFERENCE TAGS, AND 1.5 FT (0.5 M) SOUTH OF A METAL WITNESS POST.
 FX3936'RM 1 (STEM ONLY) IS LOCATED 175.65 FT (53.54 M) NORTHEAST OF THE
 FX3936'STATION, 20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF THE ROAD, 214.0 FT
 FX3936'(65.2 M) EAST OF THE CENTERLINE INTERSECTION WITH DRIVEWAY--AND 56.0
 FX3936'FT (17.1 M) EAST-SOUTHEAST OF A 36-INCH OAK, 58.0 WEST OF A 36-INCH
 FX3936'OAK--BOTH WITH REFERENCE TAGS. RM 3 IS LOCATED 108.49 FT (33.07 M)
 FX3936'WEST-NORTHWEST OF THE STATION. SEE PUBLISHED DESCRIPTION FOR LOCATION
 FX3936'AND POSITION DATA. THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MI (0.3 KM)
 FX3936'WEST OF THE STATION AT EAST EDGE OF WOODS.  SEE PUBLISHED DESCRIPTION
 FX3936'FOR LOCATION AND POSITION DATA. RECOVERY BY NCGS 03-30-1993 FOUND
 FX3936'STATION, RM 1 (STEM ONLY), AND AZIMUTH MARK IN GOOD CONDITION AS
 FX3936'DESCRIBED.  RM 3 WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 FX3936'BY ROAD DITCHING OR CULTIVATION. RECOVERY BY NCGS 07-07-1997 FOUND
 FX3936'STEM ONLY OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4565 ***********************************************************************
 FX4565  DESIGNATION -  BEECHWOOD AZ MK
 FX4565  PID         -  FX4565
 FX4565  STATE/COUNTY-  NC/HERTFORD
 FX4565  USGS QUAD   -  UNION (1977)
 FX4565
 FX4565                         *CURRENT SURVEY CONTROL
 FX4565  ___________________________________________________________________
 FX4565* NAD 83(2001)-  36 22 19.21212(N)    077 00 09.43839(W)     ADJUSTED  
 FX4565* NAVD 88     -        15.5    (meters)      51.     (feet)  VERT ANG  
 FX4565  ___________________________________________________________________
 FX4565  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 FX4565  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX4565  HORZ ORDER  -  SECOND
 FX4565
 FX4565.The horizontal coordinates were established by classical geodetic methods
 FX4565.and adjusted by the National Geodetic Survey in August 2005.
 FX4565
 FX4565.The orthometric height was determined by vertical angle observations.
 FX4565
 FX4565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4565
 FX4565.The geoid height was determined by GEOID03.
 FX4565
 FX4565;                    North         East     Units Scale Factor Converg.
 FX4565;SPC NC       -   292,682.697   788,841.949   MT  1.00006378   +1 09 10.2
 FX4565;SPC NC       -   960,243.15  2,588,058.96   sFT  1.00006378   +1 09 10.2
 FX4565;UTM  18      - 4,027,072.657   320,348.997   MT  0.99999766   -1 11 16.5
 FX4565
 FX4565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4565!SPC NC       -   1.00000311  x   1.00006378  =   1.00006689
 FX4565!UTM  18      -   1.00000311  x   0.99999766  =   1.00000077
 FX4565
 FX4565                          SUPERSEDED SURVEY CONTROL
 FX4565
 FX4565  NAD 83(1986)-  36 22 19.22203(N)    077 00 09.45117(W) AD(       ) 2
 FX4565
 FX4565.Superseded values are not recommended for survey control.
 FX4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4565.See file dsdata.txt to determine how the superseded data were derived.
 FX4565
 FX4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2034927073(NAD 83)
 FX4565_MARKER: DZ = AZIMUTH MARK DISK
 FX4565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4565_STAMPING: BEECHWOOD 1959
 FX4565_MARK LOGO: CGS   
 FX4565_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4565+STABILITY: SURFACE MOTION
 FX4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4565+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1985
 FX4565
 FX4565  HISTORY     - Date     Condition        Report By
 FX4565  HISTORY     - 1959     MONUMENTED       CGS
 FX4565  HISTORY     - 19850303 GOOD             NCGS
 FX4565
 FX4565                          STATION DESCRIPTION
 FX4565
 FX4565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX4565'STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF AHOSKIE, 2.9 MI (4.7
 FX4565'KM) NORTHEAST OF UNION, AND 0.7 MI (1.1 KM) NORTHEAST OF BEECHWOOD
 FX4565'COUNTRY CLUB. PROCEED ALONG NC 11 FOR 1.15 MI (1.85 KM) NORTHWEST FROM
 FX4565'NC 461 CROSSROADS (LOCATED NORTHWEST OF AHOSKIE AND NORTHEAST OF
 FX4565'UNION), THENCE NORTHEAST FOR 1.35 MI (2.17 KM) ALONG SR 1108 (BOONE
 FX4565'FARM ROAD)TO A BEND IN THE ROAD AT A LONG DIRT DRIVEWAY NORTH, THENCE
 FX4565'WEST FOR ABOUT 0.2 MI. ALONG A FIELD ROAD TO A POWER LINE
 FX4565'RIGHT-OF-WAY, AND STATION ON LEFT IN EDGE OF WOODS. MARK PROJECTS
 FX4565'ABOUT 3 INCHES. LOCATED 118.5 FT (36.1 M) SOUTH-SOUTHWEST OF A POWER
 FX4565'POLE WITH 2 REFERENCE TAGS (ONE FACING AZIMUTH MARK AND ONE FACING
 FX4565'TRIANGULATION STATION), 7.0 FT (2.1 M) EAST-SOUTHEAST OF A 20-INCH GUM
 FX4565'WITH A METAL WITNESS SIGN ATTACHED, 1.5 FT (0.5 M) NORTH OF THE OLD
 FX4565'METAL WITNESS SIGN POST, AND 14.0 FT (4.3 M) NORTHEAST OF AN 18-INCH
 FX4565'HARDWOOD WITH REFERENCE TAG. RECOVERY BY NCGS 03-30-1993 FOUND STATION
 FX4565'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4568 ***********************************************************************
 FX4568  DESIGNATION -  BEECHWOOD RM 3
 FX4568  PID         -  FX4568
 FX4568  STATE/COUNTY-  NC/HERTFORD
 FX4568  USGS QUAD   -  AHOSKIE (1982)
 FX4568
 FX4568                         *CURRENT SURVEY CONTROL
 FX4568  ___________________________________________________________________
 FX4568* NAD 83(2001)-  36 22 19.17007(N)    076 59 56.62810(W)     ADJUSTED  
 FX4568* NAVD 88     -        14.55   (meters)      47.7    (feet)  LEVELING  
 FX4568  ___________________________________________________________________
 FX4568  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 FX4568  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 FX4568  HORZ ORDER  -  SECOND
 FX4568  VERT ORDER  -  THIRD
 FX4568
 FX4568.The horizontal coordinates were established by classical geodetic methods
 FX4568.and adjusted by the National Geodetic Survey in August 2005.
 FX4568
 FX4568.The orthometric height was determined by differential leveling.
 FX4568.The vertical network tie was performed by a horz. field party for horz.
 FX4568.obs reductions. Reset procedures were used to establish the elevation.
 FX4568
 FX4568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4568
 FX4568.The geoid height was determined by GEOID03.
 FX4568
 FX4568;                    North         East     Units Scale Factor Converg.
 FX4568;SPC NC       -   292,687.832   789,161.257   MT  1.00006378   +1 09 17.6
 FX4568;SPC NC       -   960,260.00  2,589,106.56   sFT  1.00006378   +1 09 17.6
 FX4568;UTM  18      - 4,027,064.747   320,668.227   MT  0.99999625   -1 11 08.9
 FX4568
 FX4568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4568!SPC NC       -   1.00000326  x   1.00006378  =   1.00006704
 FX4568!UTM  18      -   1.00000326  x   0.99999625  =   0.99999951
 FX4568
 FX4568                          SUPERSEDED SURVEY CONTROL
 FX4568
 FX4568  NAD 83(1986)-  36 22 19.17983(N)    076 59 56.64086(W) AD(       ) 2
 FX4568
 FX4568.Superseded values are not recommended for survey control.
 FX4568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4568.See file dsdata.txt to determine how the superseded data were derived.
 FX4568
 FX4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2066827065(NAD 83)
 FX4568_MARKER: DR = REFERENCE MARK DISK
 FX4568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4568_STAMPING: BEECHWOOD 1959 NO 3 1976
 FX4568_MARK LOGO: CGS   
 FX4568_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4568+STABILITY: SURFACE MOTION
 FX4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4568+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1985
 FX4568
 FX4568  HISTORY     - Date     Condition        Report By
 FX4568  HISTORY     - 1976     MONUMENTED       CGS
 FX4568  HISTORY     - 19850303 SEE DESCRIPTION  NCGS
 FX4568
 FX4568                          STATION DESCRIPTION
 FX4568
 FX4568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 FX4568'STATION IS LOCATED 108.49 FT (33.07 M) WEST-NORTHWEST OF TRIANGULATION
 FX4568'STATION BEECHWOOD 1959.  RM WAS OCCUPIED AND POSITIONED IN 1987.
 FX4568'RECOVERY BY NCGS 03-25-1992 AND 03-30-1993 DID NOT LOCATE THE MARK AND
 FX4568'IT IS BELIEVED TO HAVE BEEN DESTROYED BY DITCHING OR CULTIVATION
 FX4568'ACTIVITIES AT THIS SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4884 ***********************************************************************
 FA4884  DESIGNATION -  BEEF
 FA4884  PID         -  FA4884
 FA4884  STATE/COUNTY-  NC/CLEVELAND
 FA4884  USGS QUAD   -  LAWNDALE (1982)
 FA4884
 FA4884                         *CURRENT SURVEY CONTROL
 FA4884  ___________________________________________________________________
 FA4884* NAD 83(2001)-  35 25 19.36722(N)    081 30 07.65246(W)     ADJUSTED  
 FA4884* NAVD 88     -       306.1    (meters)    1004.     (feet)  VERTCON   
 FA4884  ___________________________________________________________________
 FA4884  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FA4884  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FA4884  HORZ ORDER  -  SECOND
 FA4884
 FA4884.The horizontal coordinates were established by classical geodetic methods
 FA4884.and adjusted by the National Geodetic Survey in August 2005.
 FA4884
 FA4884.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4884
 FA4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4884
 FA4884.The geoid height was determined by GEOID03.
 FA4884
 FA4884;                    North         East     Units Scale Factor Converg.
 FA4884;SPC NC       -   188,343.753   382,417.767   MT  0.99987699   -1 26 38.9
 FA4884;SPC NC       -   617,924.46  1,254,648.96   sFT  0.99987699   -1 26 38.9
 FA4884;UTM  17      - 3,919,963.815   454,416.516   MT  0.99962561   -0 17 27.7
 FA4884
 FA4884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4884!SPC NC       -   0.99995696  x   0.99987699  =   0.99983396
 FA4884!UTM  17      -   0.99995696  x   0.99962561  =   0.99958259
 FA4884
 FA4884                          SUPERSEDED SURVEY CONTROL
 FA4884
 FA4884  NAD 83(1986)-  35 25 19.37997(N)    081 30 07.65394(W) AD(       ) 2
 FA4884  NGVD 29 (09/01/92)  306.3    (m)         1005.     (f) VERT ANG    3  
 FA4884
 FA4884.Superseded values are not recommended for survey control.
 FA4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4884.See file dsdata.txt to determine how the superseded data were derived.
 FA4884
 FA4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5441719964(NAD 83)
 FA4884_MARKER: DE = TRAVERSE STATION DISK
 FA4884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4884_SP_SET: CONCRETE POST
 FA4884_STAMPING: BEEF 1985
 FA4884_MARK LOGO: NCGS  
 FA4884_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4884+STABILITY: SURFACE MOTION
 FA4884
 FA4884  HISTORY     - Date     Condition        Report By
 FA4884  HISTORY     - 1985     MONUMENTED       NCGS
 FA4884  HISTORY     - 1987     GOOD             USPSQD
 FA4884  HISTORY     - 19950222 MARK NOT FOUND   USPSQD
 FA4884
 FA4884                          STATION DESCRIPTION
 FA4884
 FA4884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4884'STATION IS LOCATED IN FALLSTON.
 FA4884'ALONG NC 18 FOR 0.65 KM (0.40 MI) SOUTH FROM NC 182 (IN FALLSTON), IN
 FA4884'THE NORTHEAST CORNER OF THE YARD OF A BRICK RESIDENCE.
 FA4884'MARK IS RECESSED 3 INCHES BELOW GROUND AND IS 1 FOOT LOWER THAN NC 18.
 FA4884'LOCATED 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF NC 18, 5.0 M
 FA4884'(16.4 FT) NORTH OF THE CENTERLINE OF A CONCRETE DRIVEWAY, 4.1 M
 FA4884'(13.5 FT) WEST OF THE CENTER OF A CONCRETE HEADWALL, 9.6 M (31.5 FT)
 FA4884'NORTH OF A WATER METER, AND 1.2 M (3.9 FT) EAST OF A POWER POLE WITH A
 FA4884'REFERENCE TAG.
 FA4884
 FA4884                          STATION RECOVERY (1987)
 FA4884
 FA4884'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4884'RECOVERED IN GOOD CONDITION.
 FA4884
 FA4884                          STATION RECOVERY (1995)
 FA4884
 FA4884'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8271 ***********************************************************************
 AF8271  DESIGNATION -  BEEF
 AF8271  PID         -  AF8271
 AF8271  STATE/COUNTY-  NC/MCDOWELL
 AF8271  USGS QUAD   -  GLENWOOD (1993)
 AF8271
 AF8271                         *CURRENT SURVEY CONTROL
 AF8271  ___________________________________________________________________
 AF8271* NAD 83(2001)-  35 32 39.47148(N)    081 57 42.98644(W)     ADJUSTED  
 AF8271* NAVD 88     -       346.6    (meters)    1137.     (feet)  VERT ANG  
 AF8271  ___________________________________________________________________
 AF8271  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AF8271  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AF8271  HORZ ORDER  -  SECOND
 AF8271
 AF8271.The horizontal coordinates were established by classical geodetic methods
 AF8271.and adjusted by the National Geodetic Survey in August 2005.
 AF8271
 AF8271.The orthometric height was determined by vertical angle observations.
 AF8271
 AF8271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8271
 AF8271.The geoid height was determined by GEOID03.
 AF8271
 AF8271;                    North         East     Units Scale Factor Converg.
 AF8271;SPC NC       -   203,048.773   341,084.344   MT  0.99988558   -1 42 34.4
 AF8271;SPC NC       -   666,169.18  1,119,040.89   sFT  0.99988558   -1 42 34.4
 AF8271;UTM  17      - 3,933,831.855   412,805.202   MT  0.99969369   -0 33 33.3
 AF8271
 AF8271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8271!SPC NC       -   0.99995058  x   0.99988558  =   0.99983617
 AF8271!UTM  17      -   0.99995058  x   0.99969369  =   0.99964429
 AF8271
 AF8271                          SUPERSEDED SURVEY CONTROL
 AF8271
 AF8271  NAD 83(1986)-  35 32 39.48130(N)    081 57 42.98696(W) AD(       ) 2
 AF8271
 AF8271.Superseded values are not recommended for survey control.
 AF8271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8271.See file dsdata.txt to determine how the superseded data were derived.
 AF8271
 AF8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1280533832(NAD 83)
 AF8271_MARKER: DE = TRAVERSE STATION DISK
 AF8271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8271_STAMPING: BEEF 1983
 AF8271_MARK LOGO: NCGS  
 AF8271_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8271+STABILITY: SURFACE MOTION
 AF8271
 AF8271  HISTORY     - Date     Condition        Report By
 AF8271  HISTORY     - 1983     MONUMENTED       NCGS
 AF8271
 AF8271                          STATION DESCRIPTION
 AF8271
 AF8271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8271'STATION IS LOCATED ABOUT 0.9 KM (0.55 MI)  SOUTH-SOUTHEAST OF VEIN
 AF8271'MOUNTAIN, AND 16.1 KM (10.00 MI)  SOUTH-SOUTHEAST OF MARION. ALONG US
 AF8271'221 FOR 11.8 KM (7.35 MI)  SOUTH OF THE I-40 UNDERPASS, OR 2.0 KM
 AF8271'(1.25 MI)  NORTH OF SR 1781, AT THE MCDOWELL-RUTHERFORD COUNTY LINE,
 AF8271'IN THE EAST SHOULDER, ABOUT 175-FEET SOUTHWEST OF A FRAME HOUSE. MARK
 AF8271'IS RECESSED 6 INCHES BELOW GROUND. LOCATED 6.49 M (21.29 FT)
 AF8271'EAST-SOUTHEAST OF THE CENTERLINE OF US 221, 0.52 M (1.71 FT)
 AF8271'WEST-NORTHWEST OF GUARD RAIL, 3.66 M (12.01 FT)  SOUTH-SOUTHWEST OF
 AF8271'A--WILDLIFE--SIGN POST, 42.37 M (139.01 FT)  SOUTH-SOUTHWEST OF NORTH
 AF8271'END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5031 ***********************************************************************
 EZ5031  DESIGNATION -  BEEJAY
 EZ5031  PID         -  EZ5031
 EZ5031  STATE/COUNTY-  NC/WAKE
 EZ5031  USGS QUAD   -  WAKE FOREST (1987)
 EZ5031
 EZ5031                         *CURRENT SURVEY CONTROL
 EZ5031  ___________________________________________________________________
 EZ5031* NAD 83(2001)-  35 58 46.64790(N)    078 32 07.10829(W)     ADJUSTED  
 EZ5031* NAVD 88     -       115.3    (meters)     378.     (feet)  VERTCON   
 EZ5031  ___________________________________________________________________
 EZ5031  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 EZ5031  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 EZ5031  HORZ ORDER  -  SECOND
 EZ5031
 EZ5031.The horizontal coordinates were established by classical geodetic methods
 EZ5031.and adjusted by the National Geodetic Survey in August 2005.
 EZ5031
 EZ5031.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5031
 EZ5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5031
 EZ5031.The geoid height was determined by GEOID03.
 EZ5031
 EZ5031;                    North         East     Units Scale Factor Converg.
 EZ5031;SPC NC       -   247,438.049   651,508.237   MT  0.99995316   +0 16 05.5
 EZ5031;SPC NC       -   811,803.00  2,137,489.94   sFT  0.99995316   +0 16 05.5
 EZ5031;UTM  17      - 3,984,497.472   722,215.379   MT  1.00020849   +1 26 54.9
 EZ5031
 EZ5031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5031!SPC NC       -   0.99998705  x   0.99995316  =   0.99994021
 EZ5031!UTM  17      -   0.99998705  x   1.00020849  =   1.00019554
 EZ5031
 EZ5031|---------------------------------------------------------------------|
 EZ5031| PID    Reference Object                     Distance      Geod. Az  |
 EZ5031|                                                           dddmmss.s |
 EZ5031| EZ5030 OAKWOOD                             228.744 METERS 08122     |
 EZ5031| EZ0820 BRIDGE                              365.282 METERS 26357     |
 EZ5031| EZ5018 SCOVILL                             APPROX. 0.6 KM 3383606.8 |
 EZ5031|---------------------------------------------------------------------|
 EZ5031
 EZ5031                          SUPERSEDED SURVEY CONTROL
 EZ5031
 EZ5031  NAD 83(1986)-  35 58 46.65477(N)    078 32 07.12366(W) AD(       ) 2
 EZ5031  NAD 83(1986)-  35 58 46.65408(N)    078 32 07.12293(W) AD(       ) 2
 EZ5031  NAD 27      -  35 58 46.11250(N)    078 32 08.12258(W) AD(       ) 2
 EZ5031  NGVD 29 (07/19/86)  115.6    (m)          379.     (f) VERT ANG    3  
 EZ5031
 EZ5031.Superseded values are not recommended for survey control.
 EZ5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5031.See file dsdata.txt to determine how the superseded data were derived.
 EZ5031
 EZ5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2221584497(NAD 83)
 EZ5031_MARKER: DE = TRAVERSE STATION DISK
 EZ5031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5031_STAMPING: BEEJAY 1978
 EZ5031_MARK LOGO: NCGS  
 EZ5031_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5031+STABILITY: SURFACE MOTION
 EZ5031
 EZ5031  HISTORY     - Date     Condition        Report By
 EZ5031  HISTORY     - 1978     MONUMENTED       NCGS
 EZ5031  HISTORY     - 19850101 GOOD             NCGS
 EZ5031  HISTORY     - 1987     GOOD             USPSQD
 EZ5031  HISTORY     - 1987     GOOD             USPSQD
 EZ5031
 EZ5031                          STATION DESCRIPTION
 EZ5031
 EZ5031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ5031'THE STATION IS LOCATED IN THE WEST EDGE OF WAKE FOREST.
 EZ5031'
 EZ5031'TO REACH THE STATION FROM THE NC 98 UNDERPASS OF US 1, ON THE WEST
 EZ5031'SIDE OF WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 0.25 MILE TO
 EZ5031'DRIVEWAY TO B. J. POWELLS TWO STORY WHITE STUCCO HOUSE AND STATION ON
 EZ5031'THE RIGHT IN NORTHWEST CORNER OF YARD, ON PROLONGATION OF AND ACROSS
 EZ5031'HIGHWAY FROM WEST SIDE OF HARDINGS GREEN ALUMINUM SIDING HOUSE.
 EZ5031'
 EZ5031'STATION MARK IS A STANDARD DISK STAMPED---BEEJAY 1978---, SET IN THE
 EZ5031'TOP OF A CONCRETE CYLINDER, WHICH IS ONE INCH BELOW THE GROUND SURFACE
 EZ5031'.  THE MARK IS 30.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 98,
 EZ5031'8.0 FEET EAST OF THE CENTERLINE OF POWELL DRIVEWAY, 34.5 FEET NORTH OF
 EZ5031'16 INCH WHITE PINE, 133.6 FEET WEST OF POWER POLE 19 WITH REFERENCE
 EZ5031'TAG AND 26.2 FEET EAST OF PROPERTY IRON.
 EZ5031
 EZ5031                          STATION RECOVERY (1985)
 EZ5031
 EZ5031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ5031'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES FOLLOW. MARK IS LOCATED
 EZ5031'10.8 M (35.4 FT) NORTH OF A 21-INCH WHITE OAK, AND 6.2 M (20.3 FT)
 EZ5031'EAST-NORTHEAST OF A 3-INCH DOGWOOD. MARK IS ABOUT LEVEL WITH THE
 EZ5031'HIGHWAY.
 EZ5031
 EZ5031                          STATION RECOVERY (1987)
 EZ5031
 EZ5031'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM)
 EZ5031'RECOVERED IN GOOD CONDITION.
 EZ5031
 EZ5031                          STATION RECOVERY (1987)
 EZ5031
 EZ5031'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ5031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2328 ***********************************************************************
 AI2328  DESIGNATION -  BEELINE
 AI2328  PID         -  AI2328
 AI2328  STATE/COUNTY-  NC/GUILFORD
 AI2328  USGS QUAD   -  BELEWS CREEK (1994)
 AI2328
 AI2328                         *CURRENT SURVEY CONTROL
 AI2328  ___________________________________________________________________
 AI2328* NAD 83(2007)-  36 08 22.85975(N)    080 01 01.42718(W)     ADJUSTED  
 AI2328* NAVD 88     -       285.6    (meters)     937.     (feet)  GPS OBS   
 AI2328  ___________________________________________________________________
 AI2328  EPOCH DATE  -        2002.00
 AI2328  X           -     894,004.667 (meters)                     COMP
 AI2328  Y           -  -5,078,996.828 (meters)                     COMP
 AI2328  Z           -   3,740,869.254 (meters)                     COMP
 AI2328  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 AI2328  ELLIP HEIGHT-         253.497 (meters)          (02/10/07) ADJUSTED
 AI2328  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AI2328
 AI2328  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2328  Type    PID    Designation                      North   East  Ellip
 AI2328  -------------------------------------------------------------------
 AI2328  NETWORK AI2328 BEELINE                           0.35   0.43   0.73
 AI2328  -------------------------------------------------------------------
 AI2328
 AI2328.The horizontal coordinates were established by GPS observations
 AI2328.and adjusted by the National Geodetic Survey in February 2007.
 AI2328
 AI2328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2328.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2328.The horizontal coordinates are valid at the epoch date displayed above.
 AI2328.The epoch date for horizontal control is a decimal equivalence
 AI2328.of Year/Month/Day.
 AI2328
 AI2328.The orthometric height was determined by GPS observations and a
 AI2328.high-resolution geoid model.
 AI2328
 AI2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2328
 AI2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2328
 AI2328.The ellipsoidal height was determined by GPS observations
 AI2328.and is referenced to NAD 83.
 AI2328
 AI2328.The geoid height was determined by GEOID03.
 AI2328
 AI2328;                    North         East     Units Scale Factor Converg.
 AI2328;SPC NC       -   265,568.543   518,063.328   MT  0.99999258   -0 35 13.3
 AI2328;SPC NC       -   871,286.13  1,699,679.44   sFT  0.99999258   -0 35 13.3
 AI2328;UTM  17      - 3,999,888.946   588,434.608   MT  0.99969636   +0 34 47.0
 AI2328
 AI2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2328!SPC NC       -   0.99996022  x   0.99999258  =   0.99995280
 AI2328!UTM  17      -   0.99996022  x   0.99969636  =   0.99965659
 AI2328
 AI2328:                Primary Azimuth Mark                     Grid Az
 AI2328:SPC NC       -  HOLLOW                                   263 31 27.2
 AI2328:UTM  17      -  HOLLOW                                   262 21 26.9
 AI2328
 AI2328|---------------------------------------------------------------------|
 AI2328| PID    Reference Object                     Distance      Geod. Az  |
 AI2328|                                                           dddmmss.s |
 AI2328| AI2329 HOLLOW                              APPROX. 0.5 KM 2625613.9 |
 AI2328|---------------------------------------------------------------------|
 AI2328
 AI2328                          SUPERSEDED SURVEY CONTROL
 AI2328
 AI2328  NAD 83(2001)-  36 08 22.86005(N)    080 01 01.42707(W) AD(       ) 1
 AI2328  ELLIP H (03/13/03)  253.494  (m)                       GP(       ) 4 2
 AI2328  NAD 83(1986)-  36 08 22.86607(N)    080 01 01.43516(W) AD(       ) 1
 AI2328
 AI2328.Superseded values are not recommended for survey control.
 AI2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2328.See file dsdata.txt to determine how the superseded data were derived.
 AI2328
 AI2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8843599889(NAD 83)
 AI2328_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2328_STAMPING: BEELINE 1991
 AI2328_MARK LOGO: NCGS  
 AI2328_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2328+STABILITY: SURFACE MOTION
 AI2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2328+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AI2328
 AI2328  HISTORY     - Date     Condition        Report By
 AI2328  HISTORY     - 1991     MONUMENTED       NCGS
 AI2328  HISTORY     - 20010426 GOOD             NCGS
 AI2328
 AI2328                          STATION DESCRIPTION
 AI2328
 AI2328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2328'STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) WEST-NORTHWEST OF
 AI2328'GREENSBORO, AND 3.4 MI (5.5 KM) EAST-NORTHEAST OF KERNERSVILLE.
 AI2328'PROCEED ALONG SR 2037 (COUNTY LINE RD) FOR 0.85 MI (1.37 KM) EAST FROM
 AI2328'NC 150 TO THE GUILFORD-FORSYTH COUNTY LINE, THENCE CONTINUE EAST ALONG
 AI2328'SR 2009 FOR 1.3 MI (2.1 KM) TO SR 1858 (BEESON RD), IN THE NORTHWEST
 AI2328'QUADRANT OF THE T-INTERSECTION. MARK IS ABOUT 1-FOOT LOWER THAN ROAD
 AI2328'AND RECESSED 3 INCHES BELOW GROUND. LOCATED 53.0 FT (16.2 M) WEST OF
 AI2328'THE CENTERLINE OF SR 1858, 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF
 AI2328'SR 2009, 48.5 FT (14.8 M) EAST-NORTHEAST OF A SMALL CEDAR BESIDE A
 AI2328'HIGHWAY SIGN POST, 29.0 FT (8.8 M) SOUTH OF A SMALL CEDAR, AND 1.0 FT
 AI2328'(0.3 M) SOUTHEAST OF A WITNESS SIGN POST.
 AI2328
 AI2328                          STATION RECOVERY (2001)
 AI2328
 AI2328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AI2328'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 84.0 FT
 AI2328'(25.6 M) WEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6461 ***********************************************************************
 EZ6461  DESIGNATION -  BEER
 EZ6461  PID         -  EZ6461
 EZ6461  STATE/COUNTY-  NC/DURHAM
 EZ6461  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ6461
 EZ6461                         *CURRENT SURVEY CONTROL
 EZ6461  ___________________________________________________________________
 EZ6461* NAD 83(2001)-  35 58 11.11222(N)    078 52 06.46506(W)     ADJUSTED  
 EZ6461* NAVD 88     -       129.5    (meters)     425.     (feet)  VERTCON   
 EZ6461  ___________________________________________________________________
 EZ6461  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 EZ6461  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EZ6461  HORZ ORDER  -  SECOND
 EZ6461
 EZ6461.The horizontal coordinates were established by classical geodetic methods
 EZ6461.and adjusted by the National Geodetic Survey in August 2005.
 EZ6461
 EZ6461.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6461
 EZ6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6461
 EZ6461.The geoid height was determined by GEOID03.
 EZ6461
 EZ6461;                    North         East     Units Scale Factor Converg.
 EZ6461;SPC NC       -   246,252.602   621,465.067   MT  0.99995099   +0 04 33.3
 EZ6461;SPC NC       -   807,913.75  2,038,923.31   sFT  0.99995099   +0 04 33.3
 EZ6461;UTM  17      - 3,982,694.100   692,197.604   MT  1.00005519   +1 15 08.5
 EZ6461
 EZ6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6461!SPC NC       -   0.99998462  x   0.99995099  =   0.99993562
 EZ6461!UTM  17      -   0.99998462  x   1.00005519  =   1.00003981
 EZ6461
 EZ6461|---------------------------------------------------------------------|
 EZ6461| PID    Reference Object                     Distance      Geod. Az  |
 EZ6461|                                                           dddmmss.s |
 EZ6461| EZ6463 BURTON                              357.037 METERS 15403     |
 EZ6461| EZ6464 DURHAM BURTON MOTOR LINES MAST      377.844 METERS 18019     |
 EZ6461| EZ6465 DURHAM CABLEVISION MAST             APPROX. 0.9 KM 1962626.9 |
 EZ6461| EZ5370 EAST DURHAM LUCKY STRIKE SW TK      APPROX. 0.5 KM 2200425.1 |
 EZ6461| EZ5369 EAST DURHAM LUCKY STRIKE NE TK      254.384 METERS 28945     |
 EZ6461| EZ6476 OVER RAIL                           329.949 METERS 33344     |
 EZ6461|---------------------------------------------------------------------|
 EZ6461
 EZ6461                          SUPERSEDED SURVEY CONTROL
 EZ6461
 EZ6461  NAD 83(1986)-  35 58 11.11605(N)    078 52 06.47047(W) AD(       ) 2
 EZ6461  NGVD 29 (03/03/92)  129.7    (m)          426.     (f) VERT ANG    3  
 EZ6461
 EZ6461.Superseded values are not recommended for survey control.
 EZ6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6461.See file dsdata.txt to determine how the superseded data were derived.
 EZ6461
 EZ6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9219882694(NAD 83)
 EZ6461_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6461_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ6461+WITH SETTING: PAVEMENT
 EZ6461_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6461+STABILITY: SURFACE MOTION
 EZ6461
 EZ6461  HISTORY     - Date     Condition        Report By
 EZ6461  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6461  HISTORY     - 1987     GOOD             USPSQD
 EZ6461
 EZ6461                          STATION DESCRIPTION
 EZ6461
 EZ6461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6461'STATION IS IN SOUTHEAST DURHAM.
 EZ6461'
 EZ6461'ALONG NORTH-SOUTH FREEWAY, AT THE SOUTHBOUND BRIDGE OVER ANGER
 EZ6461'STREET (SR 1171), IN BRIDGE FLOOR.
 EZ6461'
 EZ6461'THE STATION IS A STANDARD NCGS DISK STAMPED---BEER 1984---,
 EZ6461'SET IN A DRILLED HOLE.  LOCATED
 EZ6461'6.7 METERS (22.1 FT) NORTHEAST OF CENTERLINE OF HIGHWAY,
 EZ6461'17.2 METERS (56.4 FT) WEST-NORTHWEST OF POWER POLE WITH REFERENCE
 EZ6461'TAG,
 EZ6461'26.7 METERS (87.5 FT) NORTHWEST OF SOUTH END OF NORTHEAST BRIDGE
 EZ6461'RAIL,
 EZ6461'25.1 METERS (82.4 FT) SOUTHEAST OF NORTHWEST END OF NORTHEAST
 EZ6461'BRIDGE RAIL AND
 EZ6461'1.0 METER (3.2 FT) SOUTHWEST OF BRIDGE RAIL.
 EZ6461'
 EZ6461'MARK IS LEVEL WITH HIGHWAY.
 EZ6461
 EZ6461                          STATION RECOVERY (1987)
 EZ6461
 EZ6461'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ6461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3821 ***********************************************************************
 AI3821  DESIGNATION -  BEER
 AI3821  PID         -  AI3821
 AI3821  STATE/COUNTY-  NC/GRANVILLE
 AI3821  USGS QUAD   -  SATTERWHITE (1981)
 AI3821
 AI3821                         *CURRENT SURVEY CONTROL
 AI3821  ___________________________________________________________________
 AI3821* NAD 83(2001)-  36 27 04.56472(N)    078 43 27.84079(W)     ADJUSTED  
 AI3821* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 AI3821  ___________________________________________________________________
 AI3821  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 AI3821  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AI3821  HORZ ORDER  -  SECOND
 AI3821
 AI3821.The horizontal coordinates were established by classical geodetic methods
 AI3821.and adjusted by the National Geodetic Survey in August 2005.
 AI3821
 AI3821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3821
 AI3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3821
 AI3821.The geoid height was determined by GEOID03.
 AI3821
 AI3821;                    North         East     Units Scale Factor Converg.
 AI3821;SPC NC       -   299,710.129   634,310.209   MT  1.00009188   +0 09 32.6
 AI3821;SPC NC       -   983,298.98  2,081,066.08   sFT  1.00009188   +0 09 32.6
 AI3821;UTM  17      - 4,036,409.447   703,935.473   MT  1.00011244   +1 21 09.0
 AI3821
 AI3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3821!SPC NC       -   0.99998221  x   1.00009188  =   1.00007409
 AI3821!UTM  17      -   0.99998221  x   1.00011244  =   1.00009465
 AI3821
 AI3821                          SUPERSEDED SURVEY CONTROL
 AI3821
 AI3821  NAD 83(1986)-  36 27 04.56873(N)    078 43 27.84606(W) AD(       ) 2
 AI3821  NGVD 29 (03/10/00)  144.9    (m)          475.     (f) VERT ANG    3  
 AI3821
 AI3821.Superseded values are not recommended for survey control.
 AI3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3821.See file dsdata.txt to determine how the superseded data were derived.
 AI3821
 AI3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0393536409(NAD 83)
 AI3821_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3821_STAMPING: BEER 1984
 AI3821_MARK LOGO: NCGS  
 AI3821_PROJECTION: RECESSED 5 CENTIMETERS
 AI3821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3821+STABILITY: SURFACE MOTION
 AI3821
 AI3821  HISTORY     - Date     Condition        Report By
 AI3821  HISTORY     - 1984     MONUMENTED       NCGS
 AI3821
 AI3821                          STATION DESCRIPTION
 AI3821
 AI3821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3821'STATION IS LOCATED ABOUT 11.4 KM (7.1 MI) SOUTH-SOUTHEAST OF
 AI3821'VIRGILINA, VA., AND 14.0 KM (8.7 MI) WEST OF STOVALL. ALONG NC 96,
 AI3821'11.4 KM (7.1 MI) SOUTH OF THE INTERSECTION WITH NC 49 (SOUTHWEST OF
 AI3821'VIRGILINA), 1.6 KM (1.0 MI) NORTH OF OAK HILL COMMUNITY, ON THE
 AI3821'HIGHWAY BANK AT THE EDGE OF A CULTIVATED FIELD, ABOUT 61 METERS (200
 AI3821'FT) NORTH-NORTHWEST OF HONEY HOLE STORE, AND 0.4 KM (0.25 MI) SOUTH OF
 AI3821'SR 1414. STATION IS A STANDARD NCGS DISK STAMPED---BEER 1984---, SET
 AI3821'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5
 AI3821'CM BELOW GROUND.  LOCATED 8.0 METERS (26.3 FT) WEST OF THE CENTERLINE
 AI3821'OF THE HIGHWAY, 70.1 METERS (230.0 FT) SOUTH OF THE CENTERLINE OF A
 AI3821'FARM DIRT DRIVE, 26.1 METERS (85.8 FT) NORTHWEST OF THE SOUTHWEST
 AI3821'CORNER OF A SMALL TOBACCO BARN--AND 30.3 METERS (99.5 FT)
 AI3821'WEST-NORTHWEST OF A 12 INCH OAK, 18.6 METERS (61.0 FT) WEST-NORTHWEST
 AI3821'OF A POWER POLE (59), 16.7 METERS (54.8 FT) SOUTHEAST OF AN 8 INCH
 AI3821'CEDAR--ALL THREE WITH REFERENCE TAGS. MARK IS 1 FT ABOVE HIGHWAY
 AI3821'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1413 ***********************************************************************
 FZ1413  DESIGNATION -  BEESON
 FZ1413  PID         -  FZ1413
 FZ1413  STATE/COUNTY-  NC/GUILFORD
 FZ1413  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1413
 FZ1413                         *CURRENT SURVEY CONTROL
 FZ1413  ___________________________________________________________________
 FZ1413* NAD 83(2007)-  36 06 47.77621(N)    080 04 06.10464(W)     ADJUSTED  
 FZ1413* NAVD 88     -       303.96   (meters)     997.2    (feet)  LEVELING  
 FZ1413  ___________________________________________________________________
 FZ1413  EPOCH DATE  -        2002.00
 FZ1413  X           -     889,757.440 (meters)                     COMP
 FZ1413  Y           -  -5,081,511.809 (meters)                     COMP
 FZ1413  Z           -   3,738,512.732 (meters)                     COMP
 FZ1413  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 FZ1413  ELLIP HEIGHT-         271.767 (meters)          (02/10/07) ADJUSTED
 FZ1413  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FZ1413
 FZ1413  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1413  Type    PID    Designation                      North   East  Ellip
 FZ1413  -------------------------------------------------------------------
 FZ1413  NETWORK FZ1413 BEESON                            0.96   0.73   1.88
 FZ1413  -------------------------------------------------------------------
 FZ1413  VERT ORDER  -  THIRD ?
 FZ1413
 FZ1413.The horizontal coordinates were established by GPS observations
 FZ1413.and adjusted by the National Geodetic Survey in February 2007.
 FZ1413
 FZ1413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1413.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1413.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1413.The epoch date for horizontal control is a decimal equivalence
 FZ1413.of Year/Month/Day.
 FZ1413
 FZ1413.The orthometric height was determined by differential leveling.
 FZ1413.The vertical network tie was performed by a horz. field party for horz.
 FZ1413.obs reductions. Reset procedures were used to establish the elevation.
 FZ1413
 FZ1413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1413
 FZ1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1413
 FZ1413.The ellipsoidal height was determined by GPS observations
 FZ1413.and is referenced to NAD 83.
 FZ1413
 FZ1413.The geoid height was determined by GEOID03.
 FZ1413
 FZ1413;                    North         East     Units Scale Factor Converg.
 FZ1413;SPC NC       -   262,686.519   513,414.914   MT  0.99998554   -0 36 59.9
 FZ1413;SPC NC       -   861,830.69  1,684,428.76   sFT  0.99998554   -0 36 59.9
 FZ1413;UTM  17      - 3,996,913.794   583,847.181   MT  0.99968662   +0 32 56.8
 FZ1413
 FZ1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1413!SPC NC       -   0.99995735  x   0.99998554  =   0.99994289
 FZ1413!UTM  17      -   0.99995735  x   0.99968662  =   0.99964398
 FZ1413
 FZ1413:                Primary Azimuth Mark                     Grid Az
 FZ1413:SPC NC       -  PILGRIM                                  096 00 24.7
 FZ1413:UTM  17      -  PILGRIM                                  094 50 28.0
 FZ1413
 FZ1413|---------------------------------------------------------------------|
 FZ1413| PID    Reference Object                     Distance      Geod. Az  |
 FZ1413|                                                           dddmmss.s |
 FZ1413| FZ1450 PILGRIM                             APPROX. 1.2 KM 0952324.8 |
 FZ1413| DG8886 SUZIE                               426.589 METERS 1001113.2 |
 FZ1413| FZ0305 GRUBBS                              420.346 METERS 1031127.1 |
 FZ1413|---------------------------------------------------------------------|
 FZ1413
 FZ1413                          SUPERSEDED SURVEY CONTROL
 FZ1413
 FZ1413  NAD 83(2001)-  36 06 47.77640(N)    080 04 06.10456(W) AD(       ) 2
 FZ1413  ELLIP H (01/05/05)  271.771  (m)                       GP(       ) 4 2
 FZ1413  NAD 83(1993)-  36 06 47.78390(N)    080 04 06.11165(W) AD(       ) 2
 FZ1413  NAD 83(1986)-  36 06 47.78422(N)    080 04 06.11145(W) AD(       ) 2
 FZ1413  NAD 27      -  36 06 47.28806(N)    080 04 06.96055(W) AD(       ) 2
 FZ1413  NGVD 29 (07/19/86)  304.17   (m)          997.9    (f) LEVELING    3  
 FZ1413
 FZ1413.Superseded values are not recommended for survey control.
 FZ1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1413.See file dsdata.txt to determine how the superseded data were derived.
 FZ1413
 FZ1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8384796914(NAD 83)
 FZ1413_MARKER: DE = TRAVERSE STATION DISK
 FZ1413_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1413_STAMPING: BEESON 1963
 FZ1413_MARK LOGO: NCGS  
 FZ1413_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1413+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2001
 FZ1413
 FZ1413  HISTORY     - Date     Condition        Report By
 FZ1413  HISTORY     - 1963     MONUMENTED       NCGS
 FZ1413  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FZ1413  HISTORY     - 20010314 GOOD             NCGS
 FZ1413  HISTORY     - 20041003 MARK NOT FOUND   USPSQD
 FZ1413
 FZ1413                          STATION DESCRIPTION
 FZ1413
 FZ1413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FZ1413'BEESON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1413'IN THE VICINITY OF GREENSBORO, NORTH CAROLINA.
 FZ1413'
 FZ1413'BEESON IS 0.5 MILES SE OF KERNERSVILLE, LOCATED 0.3 MILES W
 FZ1413'ALONG I 40 FROM BRIDGE ON NC 66 OVER I 40.  0.5 MILES ENE OF
 FZ1413'BRIDGE ON SALISBURY ROAD (SR 2643).  ON N SIDE OF I 40.  AT
 FZ1413'CREST OF HILL ON TOP OF DITCH BANK AND ON S SIDE OF ACCESS ROAD.
 FZ1413'
 FZ1413'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1413'BEESON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1413'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1413'
 FZ1413'MARK IS
 FZ1413'
 FZ1413'64.0 FT N OF C/L OF W BOUND LANE OF I 40
 FZ1413'
 FZ1413'48.4 FT NW OF WITNESS SIGN ON REFLECTOR POST
 FZ1413'
 FZ1413'50.5 FT SE OF HIGHWAY R/W MARKER
 FZ1413'
 FZ1413'80.5 FT NE OF ROAD REFLECTOR POST
 FZ1413'
 FZ1413'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1413
 FZ1413                          STATION RECOVERY (1989)
 FZ1413
 FZ1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRB)
 FZ1413'MARK NOT FOUND.
 FZ1413
 FZ1413                          STATION RECOVERY (2001)
 FZ1413
 FZ1413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ1413'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 41.5 FT
 FZ1413'(12.6 M) NORTHEAST OF A DROP INLET, 181.0 FT (55.2 M) WEST OF THE
 FZ1413'SOUTH POST OF A METAL SIGN--AND 45.8 FT (14.0 M) SOUTHWEST OF A POWER
 FZ1413'POLE--WITH A REFERENCE TAG.
 FZ1413
 FZ1413                          STATION RECOVERY (2004)
 FZ1413
 FZ1413'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FZ1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2324 ***********************************************************************
 AI2324  DESIGNATION -  BEESON
 AI2324  PID         -  AI2324
 AI2324  STATE/COUNTY-  NC/GUILFORD
 AI2324  USGS QUAD   -  BELEWS CREEK (1994)
 AI2324
 AI2324                         *CURRENT SURVEY CONTROL
 AI2324  ___________________________________________________________________
 AI2324* NAD 83(2007)-  36 09 30.37256(N)    080 00 47.45851(W)     ADJUSTED  
 AI2324* NAVD 88     -       303.75   (meters)     996.6    (feet)  LEVELING  
 AI2324  ___________________________________________________________________
 AI2324  EPOCH DATE  -        2002.00
 AI2324  X           -     894,137.849 (meters)                     COMP
 AI2324  Y           -  -5,077,739.289 (meters)                     COMP
 AI2324  Z           -   3,742,558.528 (meters)                     COMP
 AI2324  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 AI2324  ELLIP HEIGHT-         268.563 (meters)          (02/10/07) ADJUSTED
 AI2324  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 AI2324
 AI2324  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2324  Type    PID    Designation                      North   East  Ellip
 AI2324  -------------------------------------------------------------------
 AI2324  NETWORK AI2324 BEESON                            0.39   0.51   0.78
 AI2324  -------------------------------------------------------------------
 AI2324  VERT ORDER  -  THIRD ?
 AI2324
 AI2324.The horizontal coordinates were established by GPS observations
 AI2324.and adjusted by the National Geodetic Survey in February 2007.
 AI2324
 AI2324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2324.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2324.The horizontal coordinates are valid at the epoch date displayed above.
 AI2324.The epoch date for horizontal control is a decimal equivalence
 AI2324.of Year/Month/Day.
 AI2324
 AI2324.The orthometric height was determined by differential leveling.
 AI2324.The vertical network tie was performed by a horz. field party for horz.
 AI2324.obs reductions. Reset procedures were used to establish the elevation.
 AI2324
 AI2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2324
 AI2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2324
 AI2324.The ellipsoidal height was determined by GPS observations
 AI2324.and is referenced to NAD 83.
 AI2324
 AI2324.The geoid height was determined by GEOID03.
 AI2324
 AI2324;                    North         East     Units Scale Factor Converg.
 AI2324;SPC NC       -   267,645.781   518,433.780   MT  0.99999771   -0 35 05.2
 AI2324;SPC NC       -   878,101.20  1,700,894.83   sFT  0.99999771   -0 35 05.2
 AI2324;UTM  17      - 4,001,972.676   588,762.581   MT  0.99969708   +0 34 56.2
 AI2324
 AI2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2324!SPC NC       -   0.99995785  x   0.99999771  =   0.99995556
 AI2324!UTM  17      -   0.99995785  x   0.99969708  =   0.99965494
 AI2324
 AI2324                          SUPERSEDED SURVEY CONTROL
 AI2324
 AI2324  NAD 83(2001)-  36 09 30.37286(N)    080 00 47.45842(W) AD(       ) 1
 AI2324  ELLIP H (03/13/03)  268.558  (m)                       GP(       ) 4 2
 AI2324  NAD 83(1986)-  36 09 30.37897(N)    080 00 47.46611(W) AD(       ) 1
 AI2324
 AI2324.Superseded values are not recommended for survey control.
 AI2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2324.See file dsdata.txt to determine how the superseded data were derived.
 AI2324
 AI2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8876301973(NAD 83)
 AI2324_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2324_STAMPING: BEESON 1991
 AI2324_MARK LOGO: NCGS  
 AI2324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2324+STABILITY: SURFACE MOTION
 AI2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2324+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AI2324
 AI2324  HISTORY     - Date     Condition        Report By
 AI2324  HISTORY     - 1991     MONUMENTED       NCGS
 AI2324  HISTORY     - 20010426 GOOD             NCGS
 AI2324
 AI2324                          STATION DESCRIPTION
 AI2324
 AI2324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2324'STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) WEST-NORTHWEST OF
 AI2324'GREENSBORO, AND 4.3 MI (6.9 KM) NORTHEAST OF KERNERSVILLE. ALONG NC
 AI2324'150 (OAK RIDGE RD) FOR 1.65 MI (2.66 KM) SOUTHWEST FROM NC 68 (AT OAK
 AI2324'RIDGE), TO SR 1858 (BEESON RD), IN SOUTHWEST QUADRANT OF THE
 AI2324'T-INTERSECTION. MARK IS LEVEL WITH HIGHWAY AND RECESSED 2 INCHES BELOW
 AI2324'GROUND. LOCATED 30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF HIGHWAY,
 AI2324'46.5 FT (14.2 M) WEST OF THE CENTERLINE OF ROAD, 10.3 FT (3.1 M) WEST
 AI2324'OF A METAL ROAD NAME SIGN POST, 102.8 FT (31.3 M) SOUTHWEST OF A
 AI2324'10-INCH CEDAR IN NORTHEAST QUADRANT OF CROSSROAD, AND 35.8 FT (10.9 M)
 AI2324'NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
 AI2324
 AI2324                          STATION RECOVERY (2001)
 AI2324
 AI2324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AI2324'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 3.9 FT
 AI2324'(1.2 M) WEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8736 ***********************************************************************
 DH8736  DESIGNATION -  BEETLE
 DH8736  PID         -  DH8736
 DH8736  STATE/COUNTY-  NC/GREENE
 DH8736  USGS QUAD   -  SNOW HILL (1982)
 DH8736
 DH8736                         *CURRENT SURVEY CONTROL
 DH8736  ___________________________________________________________________
 DH8736* NAD 83(2001)-  35 27 38.44930(N)    077 38 41.38296(W)     ADJUSTED  
 DH8736* NAVD 88     -        14.112  (meters)      46.30   (feet)  ADJUSTED  
 DH8736  ___________________________________________________________________
 DH8736  X           -   1,112,847.853 (meters)                     COMP
 DH8736  Y           -  -5,080,472.323 (meters)                     COMP
 DH8736  Z           -   3,679,603.089 (meters)                     COMP
 DH8736  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DH8736  ELLIP HEIGHT-         -21.460 (meters)          (03/08/06) ADJUSTED
 DH8736  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 DH8736  DYNAMIC HT  -          14.100 (meters)      46.26  (feet)  COMP
 DH8736  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 DH8736
 DH8736  HORZ ORDER  -  FIRST
 DH8736  VERT ORDER  -  SECOND    CLASS II
 DH8736  ELLP ORDER  -  FIFTH     CLASS I
 DH8736
 DH8736.The horizontal coordinates were established by GPS observations
 DH8736.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8736
 DH8736.The orthometric height was determined by differential leveling
 DH8736.and adjusted in July 2008.
 DH8736
 DH8736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8736
 DH8736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8736
 DH8736.The ellipsoidal height was determined by GPS observations
 DH8736.and is referenced to NAD 83.
 DH8736
 DH8736.The geoid height was determined by GEOID03.
 DH8736
 DH8736.The dynamic height is computed by dividing the NAVD 88
 DH8736.geopotential number by the normal gravity value computed on the
 DH8736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8736.degrees latitude (g = 980.6199 gals.).
 DH8736
 DH8736.The modeled gravity was interpolated from observed gravity values.
 DH8736
 DH8736;                    North         East     Units Scale Factor Converg.
 DH8736;SPC NC       -   190,605.894   732,596.307   MT  0.99987922   +0 46 55.8
 DH8736;SPC NC       -   625,346.17  2,403,526.38   sFT  0.99987922   +0 46 55.8
 DH8736;UTM  18      - 3,927,347.822   259,987.364   MT  1.00030996   -1 32 06.4
 DH8736
 DH8736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8736!SPC NC       -   1.00000337  x   0.99987922  =   0.99988259
 DH8736!UTM  18      -   1.00000337  x   1.00030996  =   1.00031333
 DH8736
 DH8736                          SUPERSEDED SURVEY CONTROL
 DH8736
 DH8736  NAD 83(1986)-  35 27 38.45842(N)    077 38 41.39250(W) AD(       ) 1
 DH8736  NAVD 88 (03/08/06)   14.12   (m)           46.3    (f) LEVELING    3  
 DH8736
 DH8736.Superseded values are not recommended for survey control.
 DH8736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8736.See file dsdata.txt to determine how the superseded data were derived.
 DH8736
 DH8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5998727348(NAD 83)
 DH8736_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8736_STAMPING: BEETLE 1992
 DH8736_MARK LOGO: NCGS  
 DH8736_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8736+STABILITY: SURFACE MOTION
 DH8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8736+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8736
 DH8736  HISTORY     - Date     Condition        Report By
 DH8736  HISTORY     - 1992     MONUMENTED       NCGS
 DH8736
 DH8736                          STATION DESCRIPTION
 DH8736
 DH8736'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8736'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) EAST-NORTHEAST OF SNOW HILL
 DH8736'AND 4.0 MI (6.4 KM) WEST-NORTHWEST OF FOURWAY. PROCEED ALONG US 13-258
 DH8736'FOR 0.45 MI (0.72 KM) NORTHEAST FROM NC 91 TO SR 1400, THENCE
 DH8736'SOUTHEAST ALONG SR 1400 FOR 1.15 MI (1.85 KM) TO THE STATION, IN THE
 DH8736'SHOULDER. MARK IS ABOUT LEVEL WITH THE CENTERLINE OF SR 1400 AND
 DH8736'RECESSED 4 INCHES BELOW THE GROUND. LOCATED 12.2 FT (3.7 M) NORTHEAST
 DH8736'OF THE CENTERLINE OF SR 1400, 181.7 FT (55.4 M) NORTHWEST OF THE
 DH8736'CENTERLINE INTERSECTION OF SR 1400 AND A GRAVEL DRIVEWAY TO A MOBILE
 DH8736'HOME, ACROSS SR 1440, AND 163.7 FT (49.9 M) WEST-SOUTHWEST OF A POWER
 DH8736'POLE WITH A TRANSFORMER AND GUY WIRE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5560 ***********************************************************************
 AA5560  DESIGNATION -  BEETREE
 AA5560  PID         -  AA5560
 AA5560  STATE/COUNTY-  NC/BUNCOMBE
 AA5560  USGS QUAD   -  CRAGGY PINNACLE (1978)
 AA5560
 AA5560                         *CURRENT SURVEY CONTROL
 AA5560  ___________________________________________________________________
 AA5560* NAD 83(2007)-  35 37 52.82693(N)    082 24 26.75778(W)     ADJUSTED  
 AA5560* NAVD 88     -       728.7    (meters)    2391.     (feet)  GPS OBS   
 AA5560  ___________________________________________________________________
 AA5560  EPOCH DATE  -        2002.00
 AA5560  X           -     685,809.804 (meters)                     COMP
 AA5560  Y           -  -5,144,996.578 (meters)                     COMP
 AA5560  Z           -   3,695,428.961 (meters)                     COMP
 AA5560  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AA5560  ELLIP HEIGHT-         698.773 (meters)          (02/10/07) ADJUSTED
 AA5560  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AA5560
 AA5560  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5560  Type    PID    Designation                      North   East  Ellip
 AA5560  -------------------------------------------------------------------
 AA5560  NETWORK AA5560 BEETREE                           0.73   0.57   1.74
 AA5560  -------------------------------------------------------------------
 AA5560
 AA5560.The horizontal coordinates were established by GPS observations
 AA5560.and adjusted by the National Geodetic Survey in February 2007.
 AA5560
 AA5560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5560.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5560.The horizontal coordinates are valid at the epoch date displayed above.
 AA5560.The epoch date for horizontal control is a decimal equivalence
 AA5560.of Year/Month/Day.
 AA5560
 AA5560.The orthometric height was determined by GPS observations and a
 AA5560.high-resolution geoid model.
 AA5560
 AA5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5560
 AA5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5560
 AA5560.The ellipsoidal height was determined by GPS observations
 AA5560.and is referenced to NAD 83.
 AA5560
 AA5560.The geoid height was determined by GEOID03.
 AA5560
 AA5560;                    North         East     Units Scale Factor Converg.
 AA5560;SPC NC       -   213,995.187   301,044.158   MT  0.99989447   -1 58 00.0
 AA5560;SPC NC       -   702,082.54    987,675.71   sFT  0.99989447   -1 58 00.0
 AA5560;UTM  17      - 3,943,971.987   372,559.530   MT  0.99980014   -0 49 12.1
 AA5560
 AA5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5560!SPC NC       -   0.99989034  x   0.99989447  =   0.99978482
 AA5560!UTM  17      -   0.99989034  x   0.99980014  =   0.99969050
 AA5560
 AA5560                          SUPERSEDED SURVEY CONTROL
 AA5560
 AA5560  NAD 83(2001)-  35 37 52.82708(N)    082 24 26.75775(W) AD(       ) 1
 AA5560  ELLIP H (03/13/03)  698.813  (m)                       GP(       ) 4 2
 AA5560  NAD 83(1995)-  35 37 52.82812(N)    082 24 26.75776(W) AD(       ) 1
 AA5560  NAD 83(1986)-  35 37 52.83414(N)    082 24 26.75828(W) AD(       ) 1
 AA5560  NGVD 29 (09/30/94)  728.7    (m)         2391.     (f) GPS OBS     3  
 AA5560
 AA5560.Superseded values are not recommended for survey control.
 AA5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5560.See file dsdata.txt to determine how the superseded data were derived.
 AA5560
 AA5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7256043972(NAD 83)
 AA5560_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5560_SP_SET: CONCRETE POST
 AA5560_STAMPING: BEETREE 1991
 AA5560_MARK LOGO: NCGS  
 AA5560_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5560+STABILITY: SURFACE MOTION
 AA5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5560+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5560
 AA5560  HISTORY     - Date     Condition        Report By
 AA5560  HISTORY     - 1991     MONUMENTED       NCGS
 AA5560
 AA5560                          STATION DESCRIPTION
 AA5560
 AA5560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5560'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH-NORTHWEST OF SWANNANOA
 AA5560'AND 8.5 MI (13.7 KM) EAST-NORTHEAST OF ASHEVILLE. PROCEED ALONG SR
 AA5560'2416 (WARREN WILSON COLLEGE ROAD) FOR 2.75 NORTH FROM US 70 (NEAR
 AA5560'SWANNANOA), THENCE NORTHWEST FOR 2.6 MI (4.2 KM) ALONG SR 2428 (BEE
 AA5560'TREE ROAD), OR 0.2 MI (0.3 KM) EAST OF BEETREE CHRISTIAN CHURCH, NEAR
 AA5560'EAST END OF GUARDRAIL. MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH
 AA5560'GROUND. LOCATED 25.6 FT (7.8 M) NORTH OF THE CENTERLINE OF THE ROAD,
 AA5560'160.0 FT (48.8 M) WEST OF THE CENTERLINE OF THE ROAD OVER A 4 BARREL
 AA5560'BOX CULVERT--AND 77.5 FT (23.6 M) WEST OF A POWER POLE, 8.0 FT (2.4 M)
 AA5560'NORTHEAST OF GUARDRAIL END POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5615 ***********************************************************************
 AE5615  DESIGNATION -  BEETREE
 AE5615  PID         -  AE5615
 AE5615  STATE/COUNTY-  NC/CHEROKEE
 AE5615  USGS QUAD   -  TOPTON (1976)
 AE5615
 AE5615                         *CURRENT SURVEY CONTROL
 AE5615  ___________________________________________________________________
 AE5615* NAD 83(2007)-  35 13 50.01344(N)    083 43 24.19986(W)     ADJUSTED  
 AE5615* NAVD 88     -       730.415  (meters)    2396.37   (feet)  ADJUSTED  
 AE5615  ___________________________________________________________________
 AE5615  EPOCH DATE  -        2002.00
 AE5615  X           -     570,289.110 (meters)                     COMP
 AE5615  Y           -  -5,185,018.761 (meters)                     COMP
 AE5615  Z           -   3,659,195.426 (meters)                     COMP
 AE5615  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 AE5615  ELLIP HEIGHT-         702.260 (meters)          (02/10/07) ADJUSTED
 AE5615  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AE5615  DYNAMIC HT  -         729.621 (meters)    2393.76  (feet)  COMP
 AE5615
 AE5615  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5615  Type    PID    Designation                      North   East  Ellip
 AE5615  -------------------------------------------------------------------
 AE5615  NETWORK AE5615 BEETREE                           0.63   0.49   1.39
 AE5615  -------------------------------------------------------------------
 AE5615  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 AE5615
 AE5615  VERT ORDER  -  SECOND    CLASS II
 AE5615
 AE5615.The horizontal coordinates were established by GPS observations
 AE5615.and adjusted by the National Geodetic Survey in February 2007.
 AE5615
 AE5615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5615.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5615.The horizontal coordinates are valid at the epoch date displayed above.
 AE5615.The epoch date for horizontal control is a decimal equivalence
 AE5615.of Year/Month/Day.
 AE5615
 AE5615.The orthometric height was determined by differential leveling
 AE5615.and adjusted in January 2005.
 AE5615
 AE5615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5615
 AE5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5615
 AE5615.The ellipsoidal height was determined by GPS observations
 AE5615.and is referenced to NAD 83.
 AE5615
 AE5615.The geoid height was determined by GEOID03.
 AE5615
 AE5615.The dynamic height is computed by dividing the NAVD 88
 AE5615.geopotential number by the normal gravity value computed on the
 AE5615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5615.degrees latitude (g = 980.6199 gals.).
 AE5615
 AE5615.The modeled gravity was interpolated from observed gravity values.
 AE5615
 AE5615;                    North         East     Units Scale Factor Converg.
 AE5615;SPC NC       -   174,464.493   179,841.620   MT  0.99987266   -2 43 34.3
 AE5615;SPC NC       -   572,388.92    590,030.38   sFT  0.99987266   -2 43 34.3
 AE5615;UTM  17      - 3,902,011.147   252,153.877   MT  1.00035710   -1 34 18.6
 AE5615
 AE5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5615!SPC NC       -   0.99988978  x   0.99987266  =   0.99976246
 AE5615!UTM  17      -   0.99988978  x   1.00035710  =   1.00024684
 AE5615
 AE5615                          SUPERSEDED SURVEY CONTROL
 AE5615
 AE5615  NAD 83(2001)-  35 13 50.01322(N)    083 43 24.20016(W) AD(       ) 1
 AE5615  ELLIP H (03/13/03)  702.251  (m)                       GP(       ) 4 2
 AE5615  NAD 83(1995)-  35 13 50.01330(N)    083 43 24.19994(W) AD(       ) 1
 AE5615  NAD 83(1986)-  35 13 50.01931(N)    083 43 24.21140(W) AD(       ) 1
 AE5615  NAVD 88 (04/28/03)  730.41   (m)         2396.4    (f) LEVELING    3  
 AE5615  NGVD 29 (02/10/98)  730.4    (m)         2396.     (f) VERT ANG    3  
 AE5615
 AE5615.Superseded values are not recommended for survey control.
 AE5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5615.See file dsdata.txt to determine how the superseded data were derived.
 AE5615
 AE5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5215402011(NAD 83)
 AE5615_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5615_STAMPING: BEETREE 1994
 AE5615_MARK LOGO: NCGS  
 AE5615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5615+STABILITY: SURFACE MOTION
 AE5615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5615+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1999
 AE5615
 AE5615  HISTORY     - Date     Condition        Report By
 AE5615  HISTORY     - 1994     MONUMENTED       NCGS
 AE5615  HISTORY     - 19990303 GOOD             NCGS
 AE5615
 AE5615                          STATION DESCRIPTION
 AE5615
 AE5615'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5615'STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-NORTHEAST OF ANDREWS AND
 AE5615'1.5 MI (2.4 KM) SOUTHWEST OF TOPTON. ALONG US 19/129 FOR 1.7 MI (2.7
 AE5615'KM) SOUTHWEST FROM US 129 (AT THE CHEROKEE-MACON COUNTY LINE NEAR
 AE5615'TOPTON), OR 0.2 MI (0.3 KM) SOUTHWEST OF SR 1433, NEAR BRICK HOUSE.
 AE5615'MARK IS ABOUT 2-FEET HIGHER THAN HIGHWAY AND IS FLUSH WITH GROUND.
 AE5615'LOCATED 31.0 FT (9.4 M) NORTHWEST OF THE CENTERLINE OF US 19/129,
 AE5615'219.0 FT (66.8 M) NORTHEAST OF CENTER OF DRIVE, 153.3 FT (46.7 M)
 AE5615'NORTHEAST OF THE SOUTHEAST CORNER OF BRICK HOUSE--AND 29.9 FT (9.1 M)
 AE5615'NORTHEAST OF POWER POLE, 12.3 FT (3.7 M) SOUTH-SOUTHWEST OF FENCE
 AE5615'POST--BOTH WITH REFERENCE TAGS.
 AE5615
 AE5615                          STATION RECOVERY (1999)
 AE5615
 AE5615'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 AE5615'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5561 ***********************************************************************
 AA5561  DESIGNATION -  BEETREE AZ MK
 AA5561  PID         -  AA5561
 AA5561  STATE/COUNTY-  NC/BUNCOMBE
 AA5561  USGS QUAD   -  CRAGGY PINNACLE (1978)
 AA5561
 AA5561                         *CURRENT SURVEY CONTROL
 AA5561  ___________________________________________________________________
 AA5561* NAD 83(2001)-  35 37 52.73219(N)    082 24 37.02698(W)     NO CHECK  
 AA5561* NAVD 88     -       723.     (meters)    2372.     (feet)  VERT ANG  
 AA5561  ___________________________________________________________________
 AA5561  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AA5561  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AA5561  HORZ ORDER  -  SECOND
 AA5561
 AA5561.The horizontal coordinates were established by classical geodetic methods
 AA5561.and adjusted by the National Geodetic Survey in August 2005.
 AA5561.No horizontal observational check was made to the station.
 AA5561
 AA5561.The orthometric height was determined by vertical angle observations.
 AA5561.No vertical observational check was made to the station.
 AA5561
 AA5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5561
 AA5561.The geoid height was determined by GEOID03.
 AA5561
 AA5561;                    North         East     Units Scale Factor Converg.
 AA5561;SPC NC       -   214,001.140   300,785.849   MT  0.99989447   -1 58 05.9
 AA5561;SPC NC       -   702,102.07    986,828.24   sFT  0.99989447   -1 58 05.9
 AA5561;UTM  17      - 3,943,972.769   372,301.178   MT  0.99980095   -0 49 18.1
 AA5561
 AA5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5561!SPC NC       -   0.99989123  x   0.99989447  =   0.99978571
 AA5561!UTM  17      -   0.99989123  x   0.99980095  =   0.99969220
 AA5561
 AA5561                          SUPERSEDED SURVEY CONTROL
 AA5561
 AA5561  NAD 83(1995)-  35 37 52.73320(N)    082 24 37.02699(W) AD(       ) 2
 AA5561  NAD 83(1986)-  35 37 52.73932(N)    082 24 37.02750(W) AD(       ) 2
 AA5561  NGVD 29 (03/11/98)  723.     (m)         2372.     (f) VERT ANG    3  
 AA5561
 AA5561.Superseded values are not recommended for survey control.
 AA5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5561.See file dsdata.txt to determine how the superseded data were derived.
 AA5561
 AA5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7230143973(NAD 83)
 AA5561_MARKER: DZ = AZIMUTH MARK DISK
 AA5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5561_SP_SET: CONCRETE POST
 AA5561_STAMPING: BEETREE 1991
 AA5561_MARK LOGO: NCGS  
 AA5561_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5561+STABILITY: SURFACE MOTION
 AA5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5561+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5561
 AA5561  HISTORY     - Date     Condition        Report By
 AA5561  HISTORY     - 1991     MONUMENTED       NCGS
 AA5561
 AA5561                          STATION DESCRIPTION
 AA5561
 AA5561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5561'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH-NORTHWEST OF SWANNANOA
 AA5561'AND 8.5 MI (13.7 KM) EAST-NORTHEAST OF ASHEVILLE AT THE BEE TREE
 AA5561'CHRISTIAN CHURCH. PROCEED ALONG SR 2416 (WARREN WILSON COLLEGE ROAD)
 AA5561'FOR 2.75 NORTH FROM US 70 (NEAR SWANNANOA), THENCE NORTHWEST FOR 2.4
 AA5561'MI (3.9 KM) ALONG SR 2428 (BEE TREE LAKE ROAD) TO AZIMUTH MARK NEAR
 AA5561'NORTHEAST CORNER OF CHURCH. MARK IS ABOUT LEVEL WITH ROAD AND FLUSH
 AA5561'WITH GROUND. LOCATED 36.5 FT (11.1 M) SOUTH-SOUTHWEST OF THE
 AA5561'CENTERLINE OF ROAD, 42.4 FT (12.9 M) NORTHEAST OF THE NORTHEAST CORNER
 AA5561'OF THE CHURCH BUILDING, 137.7 FT (42.0 M) WEST OF A TELEPHONE
 AA5561'PEDESTAL, AND 28.1 FT (8.6 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A
 AA5561'TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5682 ***********************************************************************
 AE5682  DESIGNATION -  BEETREE AZ MK
 AE5682  PID         -  AE5682
 AE5682  STATE/COUNTY-  NC/CHEROKEE
 AE5682  USGS QUAD   -  TOPTON (1976)
 AE5682
 AE5682                         *CURRENT SURVEY CONTROL
 AE5682  ___________________________________________________________________
 AE5682* NAD 83(2001)-  35 13 56.64376(N)    083 43 15.14188(W)     ADJUSTED  
 AE5682* NAVD 88     -       739.148  (meters)    2425.02   (feet)  ADJUSTED  
 AE5682  ___________________________________________________________________
 AE5682  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AE5682  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AE5682  DYNAMIC HT  -         738.345 (meters)    2422.39  (feet)  COMP
 AE5682  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 AE5682
 AE5682  HORZ ORDER  -  SECOND
 AE5682  VERT ORDER  -  SECOND    CLASS II
 AE5682
 AE5682.The horizontal coordinates were established by classical geodetic methods
 AE5682.and adjusted by the National Geodetic Survey in August 2005.
 AE5682
 AE5682.The orthometric height was determined by differential leveling
 AE5682.and adjusted in January 2005.
 AE5682
 AE5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5682
 AE5682.The geoid height was determined by GEOID03.
 AE5682
 AE5682.The dynamic height is computed by dividing the NAVD 88
 AE5682.geopotential number by the normal gravity value computed on the
 AE5682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5682.degrees latitude (g = 980.6199 gals.).
 AE5682
 AE5682.The modeled gravity was interpolated from observed gravity values.
 AE5682
 AE5682;                    North         East     Units Scale Factor Converg.
 AE5682;SPC NC       -   174,657.680   180,080.088   MT  0.99987265   -2 43 29.1
 AE5682;SPC NC       -   573,022.74    590,812.76   sFT  0.99987265   -2 43 29.1
 AE5682;UTM  17      - 3,902,209.194   252,388.519   MT  1.00035567   -1 34 13.6
 AE5682
 AE5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5682!SPC NC       -   0.99988841  x   0.99987265  =   0.99976108
 AE5682!UTM  17      -   0.99988841  x   1.00035567  =   1.00024404
 AE5682
 AE5682                          SUPERSEDED SURVEY CONTROL
 AE5682
 AE5682  NAD 83(1995)-  35 13 56.64381(N)    083 43 15.14173(W) AD(       ) 2
 AE5682  NAD 83(1986)-  35 13 56.64991(N)    083 43 15.15318(W) AD(       ) 2
 AE5682  NGVD 29 (02/10/98)  739.2    (m)         2425.     (f) VERT ANG    3  
 AE5682
 AE5682.Superseded values are not recommended for survey control.
 AE5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5682.See file dsdata.txt to determine how the superseded data were derived.
 AE5682
 AE5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV5238902209(NAD 83)
 AE5682_MARKER: DZ = AZIMUTH MARK DISK
 AE5682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5682_STAMPING: BEETREE 1994
 AE5682_MARK LOGO: NCGS  
 AE5682_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5682+STABILITY: SURFACE MOTION
 AE5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5682+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1999
 AE5682
 AE5682  HISTORY     - Date     Condition        Report By
 AE5682  HISTORY     - 1994     MONUMENTED       NCGS
 AE5682  HISTORY     - 19990330 GOOD             NCGS
 AE5682
 AE5682                          STATION DESCRIPTION
 AE5682
 AE5682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5682'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF ANDREWS
 AE5682'AND 1.3 MI (2.1 KM) SOUTHWEST OF TOPTON. PROCEED ALONG US 19-129 FOR
 AE5682'1.5 MI (2.4 KM) SOUTHWEST FROM US 129 (AT THE CHEROKEE-MACON COUNTY
 AE5682'LINE NEAR TOPTON) TO SR 1433 AND STATON 84 FEET (25.6 M) NORTHEAST OF
 AE5682'INTERSECTION. MARK IS ABOUT 1-FOOT LOWER THAN HIGHWAY AND RECESSED 1
 AE5682'INCH BELOW GROUND. LOCATED 29.5 FT (9.0 M) NORTH-NORTHWEST OF THE
 AE5682'CENTERLINE OF US 74-19, 32.5 FT (9.9 M) EAST-SOUTHEAST OF THE
 AE5682'CENTERLINE OF SR 1433, 16.4 FT (5.0 M) SOUTHWEST OF THE SOUTHWEST
 AE5682'CORNER OF METAL SHED, 21.9 FT (6.7 M) SOUTH OF A 12-INCH HARDWOOD,
 AE5682'41.8 FT (12.7 M) WEST-SOUTHWEST OF A 6-INCH HARDWOOD, AND 12.3 FT (3.7
 AE5682'M) EAST OF TOPTON COMMUNITY CENTER SIGN POST WITH REFERENCE TAG.
 AE5682
 AE5682                          STATION RECOVERY (1999)
 AE5682
 AE5682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 AE5682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4320 ***********************************************************************
 EZ4320  DESIGNATION -  BEGAN
 EZ4320  PID         -  EZ4320
 EZ4320  STATE/COUNTY-  NC/JOHNSTON
 EZ4320  USGS QUAD   -  SELMA (1988)
 EZ4320
 EZ4320                         *CURRENT SURVEY CONTROL
 EZ4320  ___________________________________________________________________
 EZ4320* NAD 83(2001)-  35 36 59.62046(N)    078 19 32.24011(W)     ADJUSTED  
 EZ4320* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 EZ4320  ___________________________________________________________________
 EZ4320  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EZ4320  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 EZ4320  HORZ ORDER  -  SECOND
 EZ4320
 EZ4320.The horizontal coordinates were established by classical geodetic methods
 EZ4320.and adjusted by the National Geodetic Survey in August 2005.
 EZ4320
 EZ4320.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4320
 EZ4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4320
 EZ4320.The geoid height was determined by GEOID03.
 EZ4320
 EZ4320;                    North         East     Units Scale Factor Converg.
 EZ4320;SPC NC       -   207,266.936   670,691.564   MT  0.99989280   +0 23 21.2
 EZ4320;SPC NC       -   680,008.27  2,200,427.24   sFT  0.99989280   +0 23 21.2
 EZ4320;UTM  17      - 3,944,714.400   742,225.243   MT  1.00032308   +1 33 29.5
 EZ4320
 EZ4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4320!SPC NC       -   0.99999342  x   0.99989280  =   0.99988622
 EZ4320!UTM  17      -   0.99999342  x   1.00032308  =   1.00031650
 EZ4320
 EZ4320:                Primary Azimuth Mark                     Grid Az
 EZ4320:SPC NC       -  GOAL                                     134 19 09.7
 EZ4320:UTM  17      -  GOAL                                     133 09 01.4
 EZ4320
 EZ4320|---------------------------------------------------------------------|
 EZ4320| PID    Reference Object                     Distance      Geod. Az  |
 EZ4320|                                                           dddmmss.s |
 EZ4320| EZ4321 GOAL                                459.649 METERS 1344230.9 |
 EZ4320| EZ4319 NEW HILL                            432.449 METERS 3484740.4 |
 EZ4320|---------------------------------------------------------------------|
 EZ4320
 EZ4320                          SUPERSEDED SURVEY CONTROL
 EZ4320
 EZ4320  NAD 83(1986)-  35 36 59.62701(N)    078 19 32.25068(W) AD(       ) 2
 EZ4320  NAD 27      -  35 36 59.05555(N)    078 19 33.24701(W) AD(       ) 2
 EZ4320  NGVD 29 (07/19/86)   76.4    (m)          251.     (f) VERT ANG    3  
 EZ4320
 EZ4320.Superseded values are not recommended for survey control.
 EZ4320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4320.See file dsdata.txt to determine how the superseded data were derived.
 EZ4320
 EZ4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4222544714(NAD 83)
 EZ4320_MARKER: DE = TRAVERSE STATION DISK
 EZ4320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4320_STAMPING: BEGAN 1972
 EZ4320_MARK LOGO: NCGS  
 EZ4320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4320+STABILITY: SURFACE MOTION
 EZ4320
 EZ4320  HISTORY     - Date     Condition        Report By
 EZ4320  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4320
 EZ4320                          STATION DESCRIPTION
 EZ4320
 EZ4320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4320'BEGAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4320'VICINITY OF WILSON MILLS, NORTH CAROLINA.
 EZ4320'
 EZ4320'BEGAN IS LOCATED APPROXIMATELY 2.8 MILES NORTHEAST OF WILSON MILLS
 EZ4320'AND 3.0 MILES SSE OF FLOWERS CROSSROADS.  TO REACH STATION FROM THE
 EZ4320'INTERSECTION OF SR 1003 AND NC 42 AT PERCY FLOWERS GROCERY, PROCEED
 EZ4320'SSE ALONG SR 1003 FOR 2.85 MILES TO THE Y INTERSECTION WITH SR
 EZ4320'1908 AND STATION ON EAST SHOULDER OF SR 1003, AND APPROXIMATELY
 EZ4320'150 FEET EAST OF NEW HILL BAPTIST CHURCH.
 EZ4320'
 EZ4320'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BEGAN
 EZ4320'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4320'4 INCHES BELOW THE GROUND.
 EZ4320'
 EZ4320'MARK IS
 EZ4320'47.9 FEET ESE OF C/L OF SR 1003 NORTH OF JUNCTION.
 EZ4320'34.4 FEET ENE OF PROJECTED C/L OF SR 1003 S OF JUNCTION.
 EZ4320'21.3 FEET NW OF N END OF CULVERT WEST OF INTERSECTION.
 EZ4320'111.0 FEET SW OF SE CORNER OF CINDER BLOCK BUILDING (FORMERLY
 EZ4320'FLOWERS POOL ROOM).
 EZ4320'64.0 FEET S OF S END OF CULVERT NEAR CINDER BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4551 ***********************************************************************
 EZ4551  DESIGNATION -  BEGIN
 EZ4551  PID         -  EZ4551
 EZ4551  STATE/COUNTY-  NC/DUPLIN
 EZ4551  USGS QUAD   -  FAISON (1975)
 EZ4551
 EZ4551                         *CURRENT SURVEY CONTROL
 EZ4551  ___________________________________________________________________
 EZ4551* NAD 83(2001)-  35 06 48.37227(N)    078 08 35.92168(W)     ADJUSTED  
 EZ4551* NAVD 88     -        49.0    (meters)     161.     (feet)  VERTCON   
 EZ4551  ___________________________________________________________________
 EZ4551  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 EZ4551  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EZ4551  HORZ ORDER  -  SECOND
 EZ4551
 EZ4551.The horizontal coordinates were established by classical geodetic methods
 EZ4551.and adjusted by the National Geodetic Survey in August 2005.
 EZ4551
 EZ4551.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4551
 EZ4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4551
 EZ4551.The geoid height was determined by GEOID03.
 EZ4551
 EZ4551;                    North         East     Units Scale Factor Converg.
 EZ4551;SPC NC       -   151,582.904   687,687.963   MT  0.99987549   +0 29 40.0
 EZ4551;SPC NC       -   497,318.24  2,256,189.59   sFT  0.99987549   +0 29 40.0
 EZ4551;UTM  17      - 3,889,357.998   760,354.071   MT  1.00043548   +1 38 38.7
 EZ4551
 EZ4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4551!SPC NC       -   0.99999779  x   0.99987549  =   0.99987328
 EZ4551!UTM  17      -   0.99999779  x   1.00043548  =   1.00043327
 EZ4551
 EZ4551                          SUPERSEDED SURVEY CONTROL
 EZ4551
 EZ4551  NAD 83(1986)-  35 06 48.38267(N)    078 08 35.93156(W) AD(       ) 2
 EZ4551  NAD 27      -  35 06 47.79221(N)    078 08 36.96087(W) AD(       ) 2
 EZ4551  NGVD 29 (07/19/86)   49.3    (m)          162.     (f) VERT ANG    3  
 EZ4551
 EZ4551.Superseded values are not recommended for survey control.
 EZ4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4551.See file dsdata.txt to determine how the superseded data were derived.
 EZ4551
 EZ4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6035489358(NAD 83)
 EZ4551_MARKER: DE = TRAVERSE STATION DISK
 EZ4551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4551_STAMPING: BEGIN 1968
 EZ4551_MARK LOGO: NCGS  
 EZ4551_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4551+STABILITY: SURFACE MOTION
 EZ4551
 EZ4551  HISTORY     - Date     Condition        Report By
 EZ4551  HISTORY     - 1968     MONUMENTED       NCGS
 EZ4551  HISTORY     - 1980     SEE DESCRIPTION  LOCENG
 EZ4551
 EZ4551                          STATION DESCRIPTION
 EZ4551
 EZ4551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ4551'BEGIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4551'IN THE VICINITY OF FAISON, NORTH CAROLINA.
 EZ4551'
 EZ4551'BEGIN IS LOCATED APPROXIMATELY 0.5 MILE SW OF THE CENTER OF
 EZ4551'FAISON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EZ4551'OF NC 50, NC 403 AND U.S. 117 IN FAISON, GO SOUTH ON
 EZ4551'U.S. 117 FOR 0.35 MILE (2 BLOCKS) TO INTERSECTION OF SR 1329,
 EZ4551'TURN RIGHT (WEST) ON SR 1329 FOR 0.4 MILE TO STATION.  WHICH
 EZ4551'IS IN NORTHWEST QUADRANT OF INTERSECTION OF FARM ROAD WITH
 EZ4551'SR 1329, IN SOUTHEAST CORNER OF FIELD.
 EZ4551'
 EZ4551'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4551'BEGIN, 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4551'OF WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4551'
 EZ4551'MARK IS
 EZ4551'
 EZ4551'20.3 FT N OF C/L OF SR 1329
 EZ4551'
 EZ4551'45.7 FT NW OF 4X4 POST WITH BEGIN 35 1000 FT. AHEAD SIGN,
 EZ4551'AND WITH ALUMINUM REF. TAG
 EZ4551'
 EZ4551'21.0 FT W OF C/L OF DIRT FARM ROAD
 EZ4551'
 EZ4551'30.0 FT NW OF C/L OF INTERSECTION OF DIRT FARM ROAD WITH SR 1329
 EZ4551'
 EZ4551'143.2 FT ENE OF 24 INCH SYCAMORE TREE WITH ALUMINUM REF. TAG
 EZ4551'ON S SIDE OF SR 1329
 EZ4551
 EZ4551                          STATION RECOVERY (1980)
 EZ4551
 EZ4551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JRS)
 EZ4551'THE STATION HAS BEEN DESTROYED.  IT WAS PLOWED UP OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4210 ***********************************************************************
 EY4210  DESIGNATION -  BEGIN
 EY4210  PID         -  EY4210
 EY4210  STATE/COUNTY-  NC/PITT
 EY4210  USGS QUAD   -  FALKLAND (1988)
 EY4210
 EY4210                         *CURRENT SURVEY CONTROL
 EY4210  ___________________________________________________________________
 EY4210* NAD 83(2001)-  35 42 18.97340(N)    077 31 04.12812(W)     ADJUSTED  
 EY4210* NAVD 88     -        24.54   (+/-2cm)      80.5    (feet)  VERTCON   
 EY4210  ___________________________________________________________________
 EY4210  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 EY4210  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 EY4210  HORZ ORDER  -  SECOND
 EY4210  VERT ORDER  -  THIRD ? (See Below)
 EY4210
 EY4210.The horizontal coordinates were established by classical geodetic methods
 EY4210.and adjusted by the National Geodetic Survey in August 2005.
 EY4210
 EY4210.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4210.The vertical order pertains to the NGVD 29 superseded value.
 EY4210
 EY4210.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4210
 EY4210.The geoid height was determined by GEOID03.
 EY4210
 EY4210;                    North         East     Units Scale Factor Converg.
 EY4210;SPC NC       -   217,902.209   743,718.238   MT  0.99990383   +0 51 19.7
 EY4210;SPC NC       -   714,900.83  2,440,015.59   sFT  0.99990383   +0 51 19.7
 EY4210;UTM  18      - 3,954,181.536   272,210.542   MT  1.00023944   -1 28 12.2
 EY4210
 EY4210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4210!SPC NC       -   1.00000173  x   0.99990383  =   0.99990556
 EY4210!UTM  18      -   1.00000173  x   1.00023944  =   1.00024117
 EY4210
 EY4210                          SUPERSEDED SURVEY CONTROL
 EY4210
 EY4210  NAD 83(1986)-  35 42 18.98183(N)    077 31 04.13751(W) AD(       ) 2
 EY4210  NGVD 29 (10/26/90)   24.88   (m)           81.6    (f) LEVELING    3  
 EY4210
 EY4210.Superseded values are not recommended for survey control.
 EY4210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4210.See file dsdata.txt to determine how the superseded data were derived.
 EY4210
 EY4210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7221154182(NAD 83)
 EY4210_MARKER: DE = TRAVERSE STATION DISK
 EY4210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4210_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4210+STABILITY: SURFACE MOTION
 EY4210
 EY4210  HISTORY     - Date     Condition        Report By
 EY4210  HISTORY     - 1979     MONUMENTED       NCGS
 EY4210  HISTORY     - 1986     GOOD             USPSQD
 EY4210
 EY4210                          STATION DESCRIPTION
 EY4210
 EY4210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4210'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE NORTH-NORTHWEST OF
 EY4210'FALKLAND.
 EY4210'
 EY4210'TO REACH THE STATION FROM INTERSECTION OF NC 43, NC 222 AND SR 1247 IN
 EY4210'FALKLAND, PROCEED NORTHERLY ALONG NC 43 FOR 0.55 MILE TO STATION ON
 EY4210'THE LEFT APPROXIMATELY 300 FEET SOUTHWEST OF A FRAME HOUSE.
 EY4210'
 EY4210'STATION MARK IS A STANDARD DISK STAMPED---BEGIN 1979---, SET IN TOP OF
 EY4210'A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE. THE
 EY4210'MARK IS 25.3 FEET WEST OF CENTERLINE OF NC 43, 2.3 FEET EAST OF
 EY4210'WITNESS POST AND 25.5 FEET SOUTH-SOUTHWEST OF---BEGIN 35---SIGN POST,
 EY4210'94.2 FEET SOUTHWEST OF POWER POLE WITH TRANSFORMER, 201.5 FEET SOUTH
 EY4210'OF TELEPHONE PEDESTAL AND POLE ALL WITH REFERENCE TAGS.
 EY4210
 EY4210                          STATION RECOVERY (1986)
 EY4210
 EY4210'RECOVERY NOTE BY US POWER SQUADRON 1986 (DB)
 EY4210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7909 ***********************************************************************
 DG7909  DESIGNATION -  BEHAVE
 DG7909  PID         -  DG7909
 DG7909  STATE/COUNTY-  NC/CABARRUS
 DG7909  USGS QUAD   -  MIDLAND (1993)
 DG7909
 DG7909                         *CURRENT SURVEY CONTROL
 DG7909  ___________________________________________________________________
 DG7909* NAD 83(2007)-  35 13 06.56571(N)    080 32 21.09714(W)     ADJUSTED  
 DG7909* NAVD 88     -       167.4    (meters)     549.     (feet)  GPS OBS   
 DG7909  ___________________________________________________________________
 DG7909  EPOCH DATE  -        2002.00
 DG7909  X           -     857,467.225 (meters)                     COMP
 DG7909  Y           -  -5,145,642.855 (meters)                     COMP
 DG7909  Z           -   3,657,775.581 (meters)                     COMP
 DG7909  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG7909  ELLIP HEIGHT-         137.107 (meters)          (02/10/07) ADJUSTED
 DG7909  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DG7909
 DG7909  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7909  Type    PID    Designation                      North   East  Ellip
 DG7909  -------------------------------------------------------------------
 DG7909  NETWORK DG7909 BEHAVE                            1.23   1.16   2.45
 DG7909  -------------------------------------------------------------------
 DG7909
 DG7909.The horizontal coordinates were established by GPS observations
 DG7909.and adjusted by the National Geodetic Survey in February 2007.
 DG7909
 DG7909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7909.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7909.The horizontal coordinates are valid at the epoch date displayed above.
 DG7909.The epoch date for horizontal control is a decimal equivalence
 DG7909.of Year/Month/Day.
 DG7909
 DG7909.The orthometric height was determined by GPS observations and a
 DG7909.high-resolution geoid model.
 DG7909
 DG7909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7909
 DG7909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7909
 DG7909.The ellipsoidal height was determined by GPS observations
 DG7909.and is referenced to NAD 83.
 DG7909
 DG7909.The geoid height was determined by GEOID03.
 DG7909
 DG7909;                    North         East     Units Scale Factor Converg.
 DG7909;SPC NC       -   163,985.783   469,489.012   MT  0.99987276   -0 53 18.2
 DG7909;SPC NC       -   538,010.02  1,540,315.20   sFT  0.99987276   -0 53 18.2
 DG7909;UTM  17      - 3,897,370.522   541,937.416   MT  0.99962167   +0 15 56.7
 DG7909
 DG7909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7909!SPC NC       -   0.99997848  x   0.99987276  =   0.99985124
 DG7909!UTM  17      -   0.99997848  x   0.99962167  =   0.99960016
 DG7909
 DG7909                          SUPERSEDED SURVEY CONTROL
 DG7909
 DG7909  NAD 83(1986)-  35 13 06.58001(N)    080 32 21.10638(W) AD(       ) 1
 DG7909  NAD 83(2001)-  35 13 06.56553(N)    080 32 21.09758(W) AD(       ) 1
 DG7909  ELLIP H (11/01/04)  137.110  (m)                       GP(       ) 4 2
 DG7909
 DG7909.Superseded values are not recommended for survey control.
 DG7909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7909.See file dsdata.txt to determine how the superseded data were derived.
 DG7909
 DG7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU4193797371(NAD 83)
 DG7909_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7909_STAMPING: BEHAVE 2001
 DG7909_MARK LOGO: NCGS  
 DG7909_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7909+STABILITY: SURFACE MOTION
 DG7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7909+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2008
 DG7909
 DG7909  HISTORY     - Date     Condition        Report By
 DG7909  HISTORY     - 2001     MONUMENTED       NCGS
 DG7909  HISTORY     - 20081031 GOOD             NCDOT
 DG7909
 DG7909                          STATION DESCRIPTION
 DG7909
 DG7909'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG7909'STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) SOUTH OF CONCORD AND 2.2 MI
 DG7909'(3.5 KM) WEST-SOUTHWEST OF MIDLAND. ALONG BETHEL AVENUE EXTENSION (SR
 DG7909'1117) FOR 1.8 MI (2.9 KM) WEST FROM US 601 (AT THE CABARRUS-UNION
 DG7909'COUNTY LINE), ON THE EAST SIDE OF THE ROAD. MARK IS ABOUT 2-FEET LOWER
 DG7909'THAN BETHEL AVENUE EXTENSION AND RECESSED 3-INCHES BELOW GROUND.
 DG7909'LOCATED 17.0 FT (5.2 M) EAST OF THE CENTERLINE OF BETHEL AVENUE
 DG7909'EXTENSION, 28.0 FT (8.5 M) NORTHEAST OF THE CENTERLINE INTERSECTION OF
 DG7909'BETHEL AVENUE EXTENSION AND BEN BLACK ROAD, 40.9 FT (12.5 M) EAST OF
 DG7909'THE CENTER OF A HEADWALL--AND 39.9 FT (12.2 M) NORTH OF A POWER POLE,
 DG7909'85.2 FT (26.0 M) SOUTHEAST OF A 15-INCH PINE, 146.4 FT (44.6 M)
 DG7909'SOUTH-SOUTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
 DG7909
 DG7909                          STATION RECOVERY (2008)
 DG7909
 DG7909'RECOVERY NOTE BY 
NC DOT 2008 (TBL)
 DG7909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8175 ***********************************************************************
 AF8175  DESIGNATION -  BEHELPER
 AF8175  PID         -  AF8175
 AF8175  STATE/COUNTY-  NC/RUTHERFORD
 AF8175  USGS QUAD   -  CHESNEE (1993)
 AF8175
 AF8175                         *CURRENT SURVEY CONTROL
 AF8175  ___________________________________________________________________
 AF8175* NAD 83(2001)-  35 14 58.51567(N)    081 52 21.75084(W)     ADJUSTED  
 AF8175* NAVD 88     -       254.7    (meters)     836.     (feet)  VERT ANG  
 AF8175  ___________________________________________________________________
 AF8175  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AF8175  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AF8175  HORZ ORDER  -  SECOND
 AF8175
 AF8175.The horizontal coordinates were established by classical geodetic methods
 AF8175.and adjusted by the National Geodetic Survey in August 2005.
 AF8175
 AF8175.The orthometric height was determined by vertical angle observations.
 AF8175
 AF8175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8175
 AF8175.The geoid height was determined by GEOID03.
 AF8175
 AF8175;                    North         East     Units Scale Factor Converg.
 AF8175;SPC NC       -   170,131.318   348,225.493   MT  0.99987259   -1 39 29.0
 AF8175;SPC NC       -   558,172.50  1,142,469.80   sFT  0.99987259   -1 39 29.0
 AF8175;UTM  17      - 3,901,070.947   420,605.434   MT  0.99967768   -0 30 13.3
 AF8175
 AF8175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8175!SPC NC       -   0.99996503  x   0.99987259  =   0.99983763
 AF8175!UTM  17      -   0.99996503  x   0.99967768  =   0.99964273
 AF8175
 AF8175                          SUPERSEDED SURVEY CONTROL
 AF8175
 AF8175  NAD 83(1986)-  35 14 58.52792(N)    081 52 21.75501(W) AD(       ) 2
 AF8175
 AF8175.Superseded values are not recommended for survey control.
 AF8175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8175.See file dsdata.txt to determine how the superseded data were derived.
 AF8175
 AF8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2060501071(NAD 83)
 AF8175_MARKER: DE = TRAVERSE STATION DISK
 AF8175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8175_STAMPING: BEHELPER 1985
 AF8175_MARK LOGO: NCGS  
 AF8175_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8175+STABILITY: SURFACE MOTION
 AF8175
 AF8175  HISTORY     - Date     Condition        Report By
 AF8175  HISTORY     - 1985     MONUMENTED       NCGS
 AF8175
 AF8175                          STATION DESCRIPTION
 AF8175
 AF8175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8175'STATION IS LOCATED 1.0 KM (0.60 MI) NORTH OF HARRIS, AND 15.1 KM (9.40
 AF8175'MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 0.1 KM (0.05 MI)
 AF8175'NORTHWEST OF THE US 221 BRIDGE OVER THE SEABOARD RAILROAD, AT SR 1136,
 AF8175'NORTHWEST OF INTERSECTION, IN YARD. MARK IS FLUSH WITH GROUND AND IS
 AF8175'2-FEET HIGHER THAN US 221. LOCATED 6.83 M (22.41 FT) SOUTHWEST OF THE
 AF8175'CENTERLINE OF US 221, 9.45 M (31.00 FT) NORTHEAST OF 18-INCH OAK,
 AF8175'11.09 M (36.38 FT) EAST-SOUTHEAST OF 24-INCH OAK, 16.52 M (54.20 FT)
 AF8175'NORTH-NORTHWEST OF AN 18-INCH CONCRETE DRAIN PIPE, 16.86 M (55.31 FT)
 AF8175'EAST OF SOUTHEAST CORNER OF BRICK HOUSE, AND 25.15 M (82.51 FT)
 AF8175'NORTHWEST OF INTERSECTION OF US 221 AND SR 1136.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4211 ***********************************************************************
 EY4211  DESIGNATION -  BEIGE
 EY4211  PID         -  EY4211
 EY4211  STATE/COUNTY-  NC/PITT
 EY4211  USGS QUAD   -  FALKLAND (1988)
 EY4211
 EY4211                         *CURRENT SURVEY CONTROL
 EY4211  ___________________________________________________________________
 EY4211* NAD 83(2001)-  35 41 33.38623(N)    077 30 39.02043(W)     ADJUSTED  
 EY4211* NAVD 88     -        19.84   (+/-2cm)      65.1    (feet)  VERTCON   
 EY4211  ___________________________________________________________________
 EY4211  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EY4211  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EY4211  HORZ ORDER  -  SECOND
 EY4211  VERT ORDER  -  THIRD ? (See Below)
 EY4211
 EY4211.The horizontal coordinates were established by classical geodetic methods
 EY4211.and adjusted by the National Geodetic Survey in August 2005.
 EY4211
 EY4211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4211.The vertical order pertains to the NGVD 29 superseded value.
 EY4211
 EY4211.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4211
 EY4211.The geoid height was determined by GEOID03.
 EY4211
 EY4211;                    North         East     Units Scale Factor Converg.
 EY4211;SPC NC       -   216,506.933   744,370.346   MT  0.99990211   +0 51 34.2
 EY4211;SPC NC       -   710,323.16  2,442,155.04   sFT  0.99990211   +0 51 34.2
 EY4211;UTM  18      - 3,952,760.476   272,805.701   MT  1.00023611   -1 27 56.0
 EY4211
 EY4211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4211!SPC NC       -   1.00000247  x   0.99990211  =   0.99990458
 EY4211!UTM  18      -   1.00000247  x   1.00023611  =   1.00023858
 EY4211
 EY4211                          SUPERSEDED SURVEY CONTROL
 EY4211
 EY4211  NAD 83(1986)-  35 41 33.39519(N)    077 30 39.02887(W) AD(       ) 2
 EY4211  NGVD 29 (10/26/90)   20.18   (m)           66.2    (f) LEVELING    3  
 EY4211
 EY4211.Superseded values are not recommended for survey control.
 EY4211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4211.See file dsdata.txt to determine how the superseded data were derived.
 EY4211
 EY4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7280652760(NAD 83)
 EY4211_MARKER: DE = TRAVERSE STATION DISK
 EY4211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4211_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4211+STABILITY: SURFACE MOTION
 EY4211
 EY4211  HISTORY     - Date     Condition        Report By
 EY4211  HISTORY     - 1979     MONUMENTED       NCGS
 EY4211  HISTORY     - 20060204 MARK NOT FOUND   USPSQD
 EY4211
 EY4211                          STATION DESCRIPTION
 EY4211
 EY4211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4211'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE SOUTH-SOUTHEAST OF
 EY4211'FALKLAND.
 EY4211'
 EY4211'TO REACH THE STATION FROM INTERSECTION OF SR 1247 WITH NC 43 AND NC
 EY4211'222 IN FALKLAND, PROCEED SOUTH-SOUTHEAST ALONG SR 1247 FOR 0.4 MILE
 EY4211'TO STATION ON THE LEFT AT THE NORTHWEST CORNER OF THE YARD OF A BEIGE
 EY4211'HOUSE.
 EY4211'
 EY4211'STATION MARK IS A STANDARD DISK STAMPED---BEIGE 1979---, SET IN TOP OF
 EY4211'A 6 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE.  THE
 EY4211'MARK IS 27.5 FEET EAST-NORTHEAST OF CENTERLINE OF SR 1247, 41.0 FEET
 EY4211'NORTH-NORTHWEST OF CENTERLINE OF DRIVEWAY, 72.3 FEET WEST OF
 EY4211'NORTHWEST CORNER OF BLOCK PUMP HOUSE, 106.2 FEET NORTH-NORTHWEST OF
 EY4211'SERVICE POLE WITH REFERENCE TAG, AND 32.1 FEET NORTH OF NORTH END OF
 EY4211'CULVERT.
 EY4211
 EY4211                          STATION RECOVERY (2006)
 EY4211
 EY4211'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY4211'POWER POLES HAVE BEEN REPLACED AND REFERENCE TAGS ARE GONE. THERE HAS
 EY4211'BEEN MUCH NEW CONSTRUCTION INCLUDING A WATER LINE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3305 ***********************************************************************
 EY3305  DESIGNATION -  BEL
 EY3305  PID         -  EY3305
 EY3305  STATE/COUNTY-  NC/TYRRELL
 EY3305  USGS QUAD   -  COLUMBIA WEST (1974)
 EY3305
 EY3305                         *CURRENT SURVEY CONTROL
 EY3305  ___________________________________________________________________
 EY3305* NAD 83(2001)-  35 58 01.03462(N)    076 16 59.95027(W)     ADJUSTED  
 EY3305* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3305  ___________________________________________________________________
 EY3305  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 EY3305  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 EY3305  HORZ ORDER  -  THIRD
 EY3305
 EY3305.The horizontal coordinates were established by classical geodetic methods
 EY3305.and adjusted by the National Geodetic Survey in August 2005.
 EY3305
 EY3305.The orthometric height was scaled from a topographic map.
 EY3305
 EY3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3305
 EY3305.The geoid height was determined by GEOID03.
 EY3305
 EY3305;                    North         East     Units Scale Factor Converg.
 EY3305;SPC NC       -   249,286.831   854,606.557   MT  0.99995038   +1 34 04.8
 EY3305;SPC NC       -   817,868.54  2,803,821.68   sFT  0.99995038   +1 34 04.8
 EY3305;UTM  18      - 3,981,044.359   384,286.200   MT  0.99976499   -0 45 13.7
 EY3305
 EY3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3305!SPC NC       -   1.00000596  x   0.99995038  =   0.99995634
 EY3305!UTM  18      -   1.00000596  x   0.99976499  =   0.99977095
 EY3305
 EY3305:                Primary Azimuth Mark                     Grid Az
 EY3305:SPC NC       -  LAUREL POINT LIGHTHOUSE                  289 59 33.4
 EY3305:UTM  18      -  LAUREL POINT LIGHTHOUSE                  292 18 51.9
 EY3305
 EY3305|---------------------------------------------------------------------|
 EY3305| PID    Reference Object                     Distance      Geod. Az  |
 EY3305|                                                           dddmmss.s |
 EY3305| FX3776 LAUREL POINT LIGHTHOUSE             APPROX.10.6 KM 2913338.2 |
 EY3305|---------------------------------------------------------------------|
 EY3305
 EY3305                          SUPERSEDED SURVEY CONTROL
 EY3305
 EY3305  NAD 83(1986)-  35 58 01.04819(N)    076 16 59.96261(W) AD(       ) 3
 EY3305  NAD 27      -  35 58 00.46600(N)    076 17 01.18000(W) AD(       ) 3
 EY3305
 EY3305.Superseded values are not recommended for survey control.
 EY3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3305.See file dsdata.txt to determine how the superseded data were derived.
 EY3305
 EY3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8428681044(NAD 83)
 EY3305_MARKER: N = NAIL
 EY3305_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EY3305_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3305_MARK LOGO: CGS   
 EY3305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3305
 EY3305  HISTORY     - Date     Condition        Report By
 EY3305  HISTORY     - 1909     MONUMENTED       CGS
 EY3305  HISTORY     - 1917     MARK NOT FOUND   CGS
 EY3305  HISTORY     - 1950     MARK NOT FOUND   CGS
 EY3305
 EY3305                          STATION DESCRIPTION
 EY3305
 EY3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 EY3305'DISTANCE TO A FENCE IS 35.70 METERS AND THE DISTANCE
 EY3305'TO THE EDGE OF BANK IS 7.60 METERS.
 EY3305'SITUATED ON THE S SIDE OF ALBEMARLE SOUND, 2-1/2 MILES E OF THE
 EY3305'MOUTH OF SCUPPERNONG RIVER AND ONE MILE W OF POORHOUSE POINT, AT
 EY3305'THE LANDING BELONGING TO MR. J.W. BELANGIA.  THE STATION IS ON
 EY3305'A SMALL BLUFF ABOUT 7 OR 8 FEET HIGH AND MR. BELANGIA INFORMS ME
 EY3305'THAT THIS SHORE HAS NOT WASHED AWAY APPRECIABLY DURING THE LAST
 EY3305'10 YEARS.
 EY3305'
 EY3305'STATION MARK IS A SECTION OF DRAIN PIPE 6 INCHES IN DIAMETER
 EY3305'AND 4-1/2 INCHES HIGH, BURIED THREE FEET DEEP, FILLED WITH AND SET
 EY3305'IN CEMENT WITH A NAIL POINT UP IN THE CENTER.
 EY3305'
 EY3305'OVER THIS IS A DRAIN PIPE 4 INCHES IN DIAMETER AND 2-1/2 FEET
 EY3305'LONG FILLED WITH AND SET IN CEMENT WITH A NAIL POINT UP IN THE
 EY3305'CENTER.
 EY3305'
 EY3305'REFERENCE MARK.
 EY3305
 EY3305                          STATION RECOVERY (1917)
 EY3305
 EY3305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 EY3305'STATION MARK WAS LOST DUE TO CAVING IN OF THE CLAY BANK ON WHICH
 EY3305'IT WAS LOCATED.  REFERENCE MARKS AND WITNESS MARKS FOUND AS
 EY3305'DESCRIBED.
 EY3305
 EY3305                          STATION RECOVERY (1950)
 EY3305
 EY3305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EY3305'STATION NOT RECOVERED.  ACCORDING TO 1917 RECOVERY NOTE, THE STATION
 EY3305'WAS DESTROYED BY BEACH EROSION.  A THOROUGH SEARCH WAS MADE FOR
 EY3305'THE REFERENCE MARK BUT THE WITNESS TREES AND FENCE HAVE BEEN
 EY3305'DESTROYED AND NO TRACE OF ANY MARKS COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5986 ***********************************************************************
 AE5986  DESIGNATION -  BELANGIAS
 AE5986  PID         -  AE5986
 AE5986  STATE/COUNTY-  NC/PAMLICO
 AE5986  USGS QUAD   -  ARAPAHOE (1993)
 AE5986
 AE5986                         *CURRENT SURVEY CONTROL
 AE5986  ___________________________________________________________________
 AE5986* NAD 83(2001)-  35 01 14.84543(N)    076 49 27.47462(W)     ADJUSTED  
 AE5986* NAVD 88     -        12.308  (meters)      40.38   (feet)  ADJUSTED  
 AE5986  ___________________________________________________________________
 AE5986  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AE5986  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AE5986  DYNAMIC HT  -          12.296 (meters)      40.34  (feet)  COMP
 AE5986  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 AE5986
 AE5986  HORZ ORDER  -  SECOND
 AE5986  VERT ORDER  -  SECOND    CLASS II
 AE5986
 AE5986.The horizontal coordinates were established by classical geodetic methods
 AE5986.and adjusted by the National Geodetic Survey in August 2005.
 AE5986
 AE5986.The orthometric height was determined by differential leveling
 AE5986.and adjusted in June 1998.
 AE5986
 AE5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5986
 AE5986.The geoid height was determined by GEOID03.
 AE5986
 AE5986.The dynamic height is computed by dividing the NAVD 88
 AE5986.geopotential number by the normal gravity value computed on the
 AE5986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5986.degrees latitude (g = 980.6199 gals.).
 AE5986
 AE5986.The modeled gravity was interpolated from observed gravity values.
 AE5986
 AE5986;                    North         East     Units Scale Factor Converg.
 AE5986;SPC NC       -   143,144.497   808,127.188   MT  0.99988067   +1 15 20.7
 AE5986;SPC NC       -   469,633.24  2,651,330.62   sFT  0.99988067   +1 15 20.7
 AE5986;UTM  18      - 3,876,869.536   333,562.179   MT  0.99994142   -1 02 49.8
 AE5986
 AE5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5986!SPC NC       -   1.00000394  x   0.99988067  =   0.99988461
 AE5986!UTM  18      -   1.00000394  x   0.99994142  =   0.99994536
 AE5986
 AE5986                          SUPERSEDED SURVEY CONTROL
 AE5986
 AE5986  NAD 83(1986)-  35 01 14.85623(N)    076 49 27.48453(W) AD(       ) 2
 AE5986  NGVD 29 (04/29/98)   12.61   (m)           41.4    (f) LEVELING    3  
 AE5986
 AE5986.Superseded values are not recommended for survey control.
 AE5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5986.See file dsdata.txt to determine how the superseded data were derived.
 AE5986
 AE5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3356276870(NAD 83)
 AE5986_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5986_STAMPING: BELANGIAS 1984
 AE5986_MARK LOGO: NCGS  
 AE5986_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5986+STABILITY: SURFACE MOTION
 AE5986
 AE5986  HISTORY     - Date     Condition        Report By
 AE5986  HISTORY     - 1984     MONUMENTED       NCGS
 AE5986  HISTORY     - 19850101 GOOD             NCGS
 AE5986
 AE5986                          STATION DESCRIPTION
 AE5986
 AE5986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5986'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTH OF ARAPAHOE, AND 4.8
 AE5986'KM (3.00 MI) NORTH OF MINNESOTT. ALONG NC 306 FOR 0.5 KM (0.30 MI)
 AE5986'SOUTH OF THE BETHANY CHURCH OF ARAPAHOE, ACROSS THE HIGHWAY FROM THE
 AE5986'BELANGIAS SUPER MARKET. MARK IS FLUSH WITH GROUND AND 1/2 FOOT LOWER
 AE5986'THAN HIGHWAY.  LOCATED 5.98 M (19.62 FT) EAST OF THE CENTERLINE OF THE
 AE5986'HIGHWAY, 13.81 M (45.31 FT) NORTH OF THE EAST END OF A HIGHWAY
 AE5986'CULVERT, 18.54 M (60.83 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A
 AE5986'BRICK HOUSE, 15.85 M (52.00 FT) EAST-SOUTHEAST OF FIRE HYDRANT, 1.10 M
 AE5986'(3.61 FT) WEST OF A 24-INCH PECAN, AND 10.49 M (34.42 FT)
 AE5986'SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AE5986
 AE5986                          STATION RECOVERY (1985)
 AE5986
 AE5986'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AE5986'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4154 ***********************************************************************
 FB4154  HT_MOD      -  This is a Height Modernization Survey Station.
 FB4154  DESIGNATION -  BELDING
 FB4154  PID         -  FB4154
 FB4154  STATE/COUNTY-  NC/HENDERSON
 FB4154  USGS QUAD   -  HENDERSONVILLE (1990)
 FB4154
 FB4154                         *CURRENT SURVEY CONTROL
 FB4154  ___________________________________________________________________
 FB4154* NAD 83(2007)-  35 19 12.91372(N)    082 29 26.63802(W)     ADJUSTED  
 FB4154* NAVD 88     -       671.57   (meters)    2203.3    (feet)  GPS OBS   
 FB4154  ___________________________________________________________________
 FB4154  EPOCH DATE  -        2002.00
 FB4154  X           -     680,940.892 (meters)                     COMP
 FB4154  Y           -  -5,165,802.930 (meters)                     COMP
 FB4154  Z           -   3,667,284.975 (meters)                     COMP
 FB4154  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FB4154  ELLIP HEIGHT-         641.071 (meters)          (02/10/07) ADJUSTED
 FB4154  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FB4154
 FB4154  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4154  Type    PID    Designation                      North   East  Ellip
 FB4154  -------------------------------------------------------------------
 FB4154  NETWORK FB4154 BELDING                           0.31   0.29   0.61
 FB4154  -------------------------------------------------------------------
 FB4154
 FB4154.The horizontal coordinates were established by GPS observations
 FB4154.and adjusted by the National Geodetic Survey in February 2007.
 FB4154
 FB4154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4154.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4154.The horizontal coordinates are valid at the epoch date displayed above.
 FB4154.The epoch date for horizontal control is a decimal equivalence
 FB4154.of Year/Month/Day.
 FB4154
 FB4154.The orthometric height was determined by GPS observations and a
 FB4154.high-resolution geoid model.
 FB4154.The orthometric height was determined by GPS observations and a
 FB4154.high-resolution geoid model using precise GPS observation and
 FB4154.processing techniques.
 FB4154
 FB4154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4154
 FB4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4154
 FB4154.The ellipsoidal height was determined by GPS observations
 FB4154.and is referenced to NAD 83.
 FB4154
 FB4154.The geoid height was determined by GEOID03.
 FB4154
 FB4154;                    North         East     Units Scale Factor Converg.
 FB4154;SPC NC       -   179,767.806   292,290.780   MT  0.99987330   -2 00 53.1
 FB4154;SPC NC       -   589,788.21    958,957.33   sFT  0.99987330   -2 00 53.1
 FB4154;UTM  17      - 3,909,578.223   364,495.186   MT  0.99982628   -0 51 43.2
 FB4154
 FB4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4154!SPC NC       -   0.99989939  x   0.99987330  =   0.99977270
 FB4154!UTM  17      -   0.99989939  x   0.99982628  =   0.99972568
 FB4154
 FB4154                          SUPERSEDED SURVEY CONTROL
 FB4154
 FB4154  NAD 83(2001)-  35 19 12.91422(N)    082 29 26.63824(W) AD(       ) 1
 FB4154  ELLIP H (03/13/03)  641.080  (m)                       GP(       ) 4 2
 FB4154  NAD 83(1986)-  35 19 12.91949(N)    082 29 26.63832(W) AD(       ) 1
 FB4154  NGVD 29 (11/15/93)  671.5    (m)         2203.     (f) GPS OBS     3  
 FB4154
 FB4154.Superseded values are not recommended for survey control.
 FB4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4154.See file dsdata.txt to determine how the superseded data were derived.
 FB4154
 FB4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6449509578(NAD 83)
 FB4154_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4154_SP_SET: CONCRETE POST
 FB4154_STAMPING: BELDING 1991
 FB4154_MARK LOGO: NCGS  
 FB4154_PROJECTION: FLUSH
 FB4154_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4154+STABILITY: SURFACE MOTION
 FB4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4154+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003
 FB4154
 FB4154  HISTORY     - Date     Condition        Report By
 FB4154  HISTORY     - 1991     MONUMENTED       NCGS
 FB4154  HISTORY     - 19910423 GOOD
 FB4154  HISTORY     - 19940816 GOOD             NCGS
 FB4154  HISTORY     - 20030808 GOOD             MCKIM
 FB4154
 FB4154                          STATION DESCRIPTION
 FB4154
 FB4154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB4154'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF HENDERSONVILLE AND
 FB4154'3.9 MI (6.3 KM) EAST-SOUTHEAST OF HORSE SHOE AT THE BELDING
 FB4154'HENDERSONVILLE PLANT.
 FB4154'ALONG US 64 FOR 1.7 MI (2.7 KM) WEST FROM US 25 (IN HENDERSONVILLE) TO
 FB4154'THE WEST MOST ENTRANCE TO PLANT.
 FB4154'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 FB4154'LOCATED 88.0 FT (26.8 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.5
 FB4154'FT (8.7 M) WEST OF THE CENTERLINE OF THE WEST MOST ENTRANCE DRIVE,
 FB4154'102.2 FT (31.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE PLANT
 FB4154'BUILDING, 16.7 FT (5.1 M) SOUTHWEST OF A METAL LIGHT POLE, AND 86.9
 FB4154'FT (26.5 M) SOUTHEAST OF UTILITY POLE-15-WITH A TRANSFORMER AND
 FB4154'REFERENCE TAG.
 FB4154
 FB4154                          STATION RECOVERY (1991)
 FB4154
 FB4154'RECOVERED 1991
 FB4154'RECOVERED IN GOOD CONDITION.
 FB4154
 FB4154                          STATION RECOVERY (1994)
 FB4154
 FB4154'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB4154'RECOVERED AS DESCRIBED.
 FB4154
 FB4154                          STATION RECOVERY (2003)
 FB4154
 FB4154'RECOVERY NOTE BY MCKIM AND CREED 2003 (JLS)
 FB4154'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4155 ***********************************************************************
 FB4155  DESIGNATION -  BELDING AZ MK
 FB4155  PID         -  FB4155
 FB4155  STATE/COUNTY-  NC/HENDERSON
 FB4155  USGS QUAD   -  HENDERSONVILLE (1990)
 FB4155
 FB4155                         *CURRENT SURVEY CONTROL
 FB4155  ___________________________________________________________________
 FB4155* NAD 83(2001)-  35 19 14.58117(N)    082 29 15.61561(W)     ADJUSTED  
 FB4155* NAVD 88     -       676.3    (meters)    2219.     (feet)  VERTCON   
 FB4155  ___________________________________________________________________
 FB4155  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FB4155  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FB4155  HORZ ORDER  -  SECOND
 FB4155
 FB4155.The horizontal coordinates were established by classical geodetic methods
 FB4155.and adjusted by the National Geodetic Survey in August 2005.
 FB4155
 FB4155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4155
 FB4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4155
 FB4155.The geoid height was determined by GEOID03.
 FB4155
 FB4155;                    North         East     Units Scale Factor Converg.
 FB4155;SPC NC       -   179,809.373   292,570.788   MT  0.99987331   -2 00 46.7
 FB4155;SPC NC       -   589,924.58    959,875.99   sFT  0.99987331   -2 00 46.7
 FB4155;UTM  17      - 3,909,625.413   364,774.288   MT  0.99982535   -0 51 36.8
 FB4155
 FB4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4155!SPC NC       -   0.99989864  x   0.99987331  =   0.99977197
 FB4155!UTM  17      -   0.99989864  x   0.99982535  =   0.99972401
 FB4155
 FB4155                          SUPERSEDED SURVEY CONTROL
 FB4155
 FB4155  NAD 83(1986)-  35 19 14.58640(N)    082 29 15.61576(W) AD(       ) 2
 FB4155  NGVD 29 (11/15/93)  676.4    (m)         2219.     (f) VERT ANG    3  
 FB4155
 FB4155.Superseded values are not recommended for survey control.
 FB4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4155.See file dsdata.txt to determine how the superseded data were derived.
 FB4155
 FB4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6477409625(NAD 83)
 FB4155_MARKER: DZ = AZIMUTH MARK DISK
 FB4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4155_SP_SET: CONCRETE POST
 FB4155_STAMPING: BELDING 1991
 FB4155_MARK LOGO: NCGS  
 FB4155_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4155+STABILITY: SURFACE MOTION
 FB4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4155+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4155
 FB4155  HISTORY     - Date     Condition        Report By
 FB4155  HISTORY     - 1990     MONUMENTED       NCGS
 FB4155
 FB4155                          STATION DESCRIPTION
 FB4155
 FB4155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4155'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF HENDERSONVILLE AND
 FB4155'4.1 MI (6.6 KM) EAST-SOUTHEAST OF HORSE SHOE AT THE BELDING TECHNICAL
 FB4155'CENTER.
 FB4155'ALONG US 64 FOR 1.5 MI (2.4 KM) WEST FROM US 25 (IN HENDERSONVILLE),
 FB4155'AT THE TECHNICAL CENTER ENTRANCE.
 FB4155'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 FB4155'LOCATED 22.75 FT (6.93 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 FB4155'HIGHWAY, 42.0 FT (12.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 FB4155'ENTRANCE DRIVE, 63.6 FT (19.4 M) NORTH-NORTHEAST OF THE NORTHWEST
 FB4155'CORNER OF METAL PLANT BUILDING, 4.7 FT (1.4 M) SOUTH-SOUTHWEST OF A
 FB4155'12-INCH CONCRETE CULVERT, AND 127.1 FT (38.7 M) WEST-NORTHWEST OF
 FB4155'UTILITY POLE-26-WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1182 ***********************************************************************
 EA1182  DESIGNATION -  BELGRADE
 EA1182  PID         -  EA1182
 EA1182  STATE/COUNTY-  NC/ONSLOW
 EA1182  USGS QUAD   -  MAYSVILLE (1994)
 EA1182
 EA1182                         *CURRENT SURVEY CONTROL
 EA1182  ___________________________________________________________________
 EA1182* NAD 83(2001)-  34 52 54.96883(N)    077 14 11.91360(W)     ADJUSTED  
 EA1182* NAVD 88     -        12.079  (meters)      39.63   (feet)  ADJUSTED  
 EA1182  ___________________________________________________________________
 EA1182  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 EA1182  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1182  DYNAMIC HT  -          12.068 (meters)      39.59  (feet)  COMP
 EA1182  MODELED GRAV-     979,698.5   (mgal)                       NAVD 88
 EA1182
 EA1182  HORZ ORDER  -  SECOND
 EA1182  VERT ORDER  -  FIRST     CLASS II
 EA1182
 EA1182.The horizontal coordinates were established by classical geodetic methods
 EA1182.and adjusted by the National Geodetic Survey in August 2005.
 EA1182
 EA1182.The orthometric height was determined by differential leveling
 EA1182.and adjusted in June 1991.
 EA1182
 EA1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1182
 EA1182.The geoid height was determined by GEOID03.
 EA1182
 EA1182.The dynamic height is computed by dividing the NAVD 88
 EA1182.geopotential number by the normal gravity value computed on the
 EA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1182.degrees latitude (g = 980.6199 gals.).
 EA1182
 EA1182.The modeled gravity was interpolated from observed gravity values.
 EA1182
 EA1182;                    North         East     Units Scale Factor Converg.
 EA1182;SPC NC       -   126,997.693   770,780.079   MT  0.99989330   +1 01 03.9
 EA1182;SPC NC       -   416,658.26  2,528,800.98   sFT  0.99989330   +1 01 03.9
 EA1182;UTM  18      - 3,862,232.675   295,591.826   MT  1.00011499   -1 16 46.4
 EA1182
 EA1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1182!SPC NC       -   1.00000394  x   0.99989330  =   0.99989724
 EA1182!UTM  18      -   1.00000394  x   1.00011499  =   1.00011893
 EA1182
 EA1182:                Primary Azimuth Mark                     Grid Az
 EA1182:SPC NC       -  FORK                                     021 20 39.1
 EA1182:UTM  18      -  FORK                                     023 38 29.4
 EA1182
 EA1182|---------------------------------------------------------------------|
 EA1182| PID    Reference Object                     Distance      Geod. Az  |
 EA1182|                                                           dddmmss.s |
 EA1182| EA1181 FORK                                442.934 METERS 0222143.0 |
 EA1182| EA0289 E 27                                APPROX. 0.9 KM 2202430.7 |
 EA1182|---------------------------------------------------------------------|
 EA1182
 EA1182                          SUPERSEDED SURVEY CONTROL
 EA1182
 EA1182  NAD 83(1986)-  34 52 54.97997(N)    077 14 11.92308(W) AD(       ) 2
 EA1182  NAD 27      -  34 52 54.40813(N)    077 14 13.08658(W) AD(       ) 2
 EA1182  NGVD 29 (07/19/86)   12.4    (m)           41.     (f) VERT ANG    3  
 EA1182
 EA1182.Superseded values are not recommended for survey control.
 EA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1182.See file dsdata.txt to determine how the superseded data were derived.
 EA1182
 EA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9559262233(NAD 83)
 EA1182_MARKER: DE = TRAVERSE STATION DISK
 EA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1182_SP_SET: CONCRETE POST
 EA1182_STAMPING: BELGRADE 1975
 EA1182_MARK LOGO: NCGS  
 EA1182_PROJECTION: RECESSED 3 CENTIMETERS
 EA1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1182+STABILITY: SURFACE MOTION
 EA1182
 EA1182  HISTORY     - Date     Condition        Report By
 EA1182  HISTORY     - 1975     MONUMENTED       NCGS
 EA1182  HISTORY     - 1979     GOOD             NCGS
 EA1182  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 EA1182
 EA1182                          STATION DESCRIPTION
 EA1182
 EA1182'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1182'BELGRADE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA1182'IN THE VICINITY OF MAYSVILLE, NORTH CAROLINA.
 EA1182'
 EA1182'BELGRADE IS LOCATED APPROXIMATELY 1.7 MILES SOUTH OF MAYSVILLE
 EA1182'AND 14.2 MILES NORTHEAST OF JACKSONVILLE.  TO REACH STATION FROM
 EA1182'INTERSECTION OF U.S. 17 WITH NC 58 (MAIN AND EIGHTH STREETS) IN
 EA1182'MAYSVILLE, PROCEED SOUTHERLY ALONG U.S. 17 FOR 1.4 MILES TO THE
 EA1182'CROSSROADS IN BELGRADE COMMUNITY AND STATION APPROXIMATELY 0.05
 EA1182'MILE NORTHEAST OF THE INTERSECTION, ON A. G. MILLS PROPERTY AT
 EA1182'NORTH SIDE OF A WHITE YARD FENCE AND ACROSS HIGHWAY FROM
 EA1182'BELGRADE TOWN SIGNPOST.
 EA1182'
 EA1182'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1182'BELGRADE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1182'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA1182'
 EA1182'MARK IS 62.6 FT SE OF C/L OF U.S. 17.
 EA1182'
 EA1182'3.5 FT N OF WHITE YARD FENCE.
 EA1182'
 EA1182'12.1 FT SE OF NE CORNER OF FENCE.
 EA1182'
 EA1182'6.6 FT SW OF 20 INCH CEDAR WITH ALUMINUM REF. TAG.
 EA1182'
 EA1182'17.5 FT NW OF 6 INCH CEDAR WITH ALUMINUM REF. TAG.
 EA1182'
 EA1182'15.4 FT N OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 EA1182
 EA1182                          STATION RECOVERY (1979)
 EA1182
 EA1182'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1182'1.7 MI SOUTH FROM MAYSVILLE.
 EA1182'1.4 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN
 EA1182'MAYSVILLE, ON A. G. MILLS PROPERTY, AT NORTH SIDE OF YARD FENCE
 EA1182'AND ABOUT 0.05 MILE NORTHEAST OF INTERSECTION WITH SR 1440 (EAST)
 EA1182'AND SR 1331 (WEST) IN THE VILLAGE OF BELGRADE, 62.5 FEET SOUTHEAST
 EA1182'OF CENTERLINE OF HIGHWAY, 3.5 FEET NORTH OF FENCE, 12.1 FEET
 EA1182'SOUTHEAST OF NORTHEAST CORNER OF FENCE, 15.4 FEET NORTH OF A 15
 EA1182'INCH PINE WITH REFERENCE TAG AND 39.3 FEET SOUTHEAST OF TELEPHONE
 EA1182'POLE WITH REFERENCE TAG.
 EA1182'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1182
 EA1182                          STATION RECOVERY (2003)
 EA1182
 EA1182'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0406 ***********************************************************************
 EY0406  DESIGNATION -  BELHAVEN
 EY0406  PID         -  EY0406
 EY0406  STATE/COUNTY-  NC/BEAUFORT
 EY0406  USGS QUAD   -  BELHAVEN (1974)
 EY0406
 EY0406                         *CURRENT SURVEY CONTROL
 EY0406  ___________________________________________________________________
 EY0406* NAD 83(1986)-  35 32 24.     (N)    076 37 25.     (W)     SCALED    
 EY0406* NAVD 88     -         0.802  (meters)       2.63   (feet)  ADJUSTED  
 EY0406  ___________________________________________________________________
 EY0406  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY0406  DYNAMIC HT  -           0.802 (meters)       2.63  (feet)  COMP
 EY0406  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 EY0406
 EY0406  VERT ORDER  -  THIRD
 EY0406
 EY0406.The horizontal coordinates were scaled from a topographic map and have
 EY0406.an estimated accuracy of +/- 6 seconds.
 EY0406
 EY0406.The orthometric height was determined by differential leveling
 EY0406.and adjusted in June 1991.
 EY0406
 EY0406.The geoid height was determined by GEOID03.
 EY0406
 EY0406.The dynamic height is computed by dividing the NAVD 88
 EY0406.geopotential number by the normal gravity value computed on the
 EY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0406.degrees latitude (g = 980.6199 gals.).
 EY0406
 EY0406.The modeled gravity was interpolated from observed gravity values.
 EY0406
 EY0406;                    North         East    Units  Estimated Accuracy
 EY0406;SPC NC       -   201,150.      825,060.      MT  (+/- 180 meters Scaled)
 EY0406
 EY0406                          SUPERSEDED SURVEY CONTROL
 EY0406
 EY0406  NGVD 29 (??/??/92)    1.13   (m)            3.7    (f) COMPUTED    3 0
 EY0406
 EY0406.Superseded values are not recommended for survey control.
 EY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0406.See file dsdata.txt to determine how the superseded data were derived.
 EY0406
 EY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE528341(NAD 83)
 EY0406_MARKER: DE = TRAVERSE STATION DISK
 EY0406_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY0406_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EY0406_STAMPING: 3.704
 EY0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0406
 EY0406  HISTORY     - Date     Condition        Report By
 EY0406  HISTORY     - UNK      MONUMENTED       USDA
 EY0406  HISTORY     - 1948     GOOD             NGS
 EY0406  HISTORY     - 19840101 SEE DESCRIPTION  NCGS
 EY0406
 EY0406                          STATION DESCRIPTION
 EY0406
 EY0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0406'IN BELHAVEN.
 EY0406'LOCATED AT THE RAILROAD STATION IN BELHAVEN, 24.6 FEET SOUTHEAST
 EY0406'OF THE EAST CORNER OF RAILROAD STATION, 90.0 FEET WEST OF
 EY0406'CENTERLINE OF U.S. HIGHWAY 264, 16.4 FEET SOUTHWEST OF SOUTH
 EY0406'RAIL OR SPUR TRACK (8 FEET FROM END), 36.5 FEET NORTHEAST OF
 EY0406'NORTH RAIL OF SPUR (20 FEET FROM END).  A STANDARD DEPT. OF
 EY0406'AGRICULTURE BRONZE DISK STAMPED 3.704 SET IN THE TOP OF AN
 EY0406'IRON PIPE FLUSH WITH THE GROUND.
 EY0406
 EY0406                          STATION RECOVERY (1984)
 EY0406
 EY0406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY0406'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE REFERENCES WERE PULLED
 EY0406'AND THE AREA PROBED.  THE MARK IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3985 ***********************************************************************
 EY3985  DESIGNATION -  BELHAVEN
 EY3985  PID         -  EY3985
 EY3985  STATE/COUNTY-  NC/BEAUFORT
 EY3985  USGS QUAD   -  BELHAVEN (1974)
 EY3985
 EY3985                         *CURRENT SURVEY CONTROL
 EY3985  ___________________________________________________________________
 EY3985* NAD 83(2001)-  35 31 59.93258(N)    076 36 46.20308(W)     ADJUSTED  
 EY3985* NAVD 88     -         0.468  (meters)       1.54   (feet)  ADJUSTED  
 EY3985  ___________________________________________________________________
 EY3985  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 EY3985  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EY3985  DYNAMIC HT  -           0.468 (meters)       1.54  (feet)  COMP
 EY3985  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 EY3985
 EY3985  HORZ ORDER  -  SECOND
 EY3985  VERT ORDER  -  SECOND    CLASS II
 EY3985
 EY3985.The horizontal coordinates were established by classical geodetic methods
 EY3985.and adjusted by the National Geodetic Survey in August 2005.
 EY3985
 EY3985.The orthometric height was determined by differential leveling
 EY3985.and adjusted in June 1991.
 EY3985
 EY3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3985
 EY3985.The geoid height was determined by GEOID03.
 EY3985
 EY3985.The dynamic height is computed by dividing the NAVD 88
 EY3985.geopotential number by the normal gravity value computed on the
 EY3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3985.degrees latitude (g = 980.6199 gals.).
 EY3985
 EY3985.The modeled gravity was interpolated from observed gravity values.
 EY3985
 EY3985;                    North         East     Units Scale Factor Converg.
 EY3985;SPC NC       -   200,426.791   826,052.015   MT  0.99988462   +1 22 40.1
 EY3985;SPC NC       -   657,566.90  2,710,138.99   sFT  0.99988462   +1 22 40.1
 EY3985;UTM  18      - 3,933,384.468   353,781.168   MT  0.99986347   -0 56 15.0
 EY3985
 EY3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3985!SPC NC       -   1.00000576  x   0.99988462  =   0.99989038
 EY3985!UTM  18      -   1.00000576  x   0.99986347  =   0.99986923
 EY3985
 EY3985|---------------------------------------------------------------------|
 EY3985| PID    Reference Object                     Distance      Geod. Az  |
 EY3985|                                                           dddmmss.s |
 EY3985| EY4783 BELHAVEN RM 1                        64.538 METERS 09721     |
 EY3985| EY3984 BELHAVEN MUNICIPAL TANK             APPROX. 1.3 KM 3045459.8 |
 EY3985| EY4784 BELHAVEN RM 2                        50.344 METERS 35614     |
 EY3985|---------------------------------------------------------------------|
 EY3985
 EY3985                          SUPERSEDED SURVEY CONTROL
 EY3985
 EY3985  NAD 83(1986)-  35 31 59.94236(N)    076 36 46.21408(W) AD(       ) 2
 EY3985  NAD 27      -  35 31 59.34600(N)    076 36 47.46700(W) AD(       ) 2
 EY3985  NGVD 29 (07/19/86)    1.12   (m)            3.7    (f) LEVELING    3  
 EY3985
 EY3985.Superseded values are not recommended for survey control.
 EY3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3985.See file dsdata.txt to determine how the superseded data were derived.
 EY3985
 EY3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5378133384(NAD 83)
 EY3985_MARKER: DS = TRIANGULATION STATION DISK
 EY3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3985_SP_SET: CONCRETE POST
 EY3985_STAMPING: BELHAVEN 1935
 EY3985_MARK LOGO: CGS   
 EY3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3985+STABILITY: SURFACE MOTION
 EY3985
 EY3985  HISTORY     - Date     Condition        Report By
 EY3985  HISTORY     - 1935     MONUMENTED       CGS
 EY3985  HISTORY     - 1949     GOOD             CGS
 EY3985  HISTORY     - 1964     MARK NOT FOUND   CGS
 EY3985  HISTORY     - 1979     GOOD             USE
 EY3985  HISTORY     - 1984     GOOD             NCGS
 EY3985  HISTORY     - 20040321 MARK NOT FOUND   USPSQD
 EY3985
 EY3985                          STATION DESCRIPTION
 EY3985
 EY3985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3985'THE STATION IS IN THE E PART OF THE TOWN OF BELHAVEN IN THE PARK
 EY3985'BY THE EDGE OF THE RIVER BANK, ABOUT 100 METERS SW OF THE CORNER
 EY3985'OF EAST MAIN AND TOOLEY STREETS, ON PROPERTY OF MR. LESOFSKY.  IT
 EY3985'IS ABOUT 200 METERS E OF A LARGE WHITE RESIDENCE, 55 METERS S
 EY3985'OF EAST MAIN STREET, 19 METERS N OF THE WATERS EDGE, 20 METERS
 EY3985'E OF THE FENCE ALONG THE W SIDE OF THE PARK, 13 METERS SE OF AN
 EY3985'18-INCH PINE, 18 METERS W OF THE ROAD INTO THE PARK, AND 10
 EY3985'METERS FROM EACH OF TWO PINES WITH SUMMER SEATS AROUND THEM.
 EY3985'
 EY3985'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EY3985'DISKS SET IN CONCRETE.
 EY3985'
 EY3985'REFERENCE MARK NO. 1 IS E OF THE STATION, 20 METERS SW OF A
 EY3985'COTTAGE, 50 METERS S OF THE STREET, 20 METERS N OF THE WATERS
 EY3985'EDGE, AND 2-1/2 METERS S OF AN ARTESIAN WELL IN A GROVE OF
 EY3985'PINES.  REFERENCE MARK NO. 2 IS N OF THE STATION, 2 METERS S OF
 EY3985'THE SIDEWALK PAVEMENT, AND 1 METER E OF THE FENCE ALONG THE W
 EY3985'SIDE OF THE PARK.
 EY3985'
 EY3985'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EY3985
 EY3985                          STATION RECOVERY (1949)
 EY3985
 EY3985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3985'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION,
 EY3985'EXCEPT R.M. 2 WHICH WAS FOUND WITH THE TOP OF THE MONUMENT BROKEN
 EY3985'OFF 4 INCHES BELOW GROUND.  DISTANCES TO REFERENCE MARKS WERE
 EY3985'MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL
 EY3985'DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EY3985'
 EY3985'STATION IS LOCATED IN THE E PORTION OF THE TOWN OF BELHAVEN,
 EY3985'NEAR THE PARK BY THE EDGE OF THE WATER, IN THE YARD OF THE
 EY3985'RESIDENCE OF W.E. BATEMAN WHICH IS THE FIRST HOUSE W OF THE PARK,
 EY3985'193 FEET S OF THE CENTER LINE OF E. MAIN STREET, 41.5 FEET W OF
 EY3985'THE FENCE AROUND THE PARK, AND 44 FEET N OF THE MEAN HIGH-WATER
 EY3985'LINE.
 EY3985'
 EY3985'STATION MARK IS A BRONZE STATION DISK, STAMPED BELHAVEN 1935,
 EY3985'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 EY3985'INCHES ABOVE GROUND.
 EY3985'
 EY3985'R.M. 1 IS E OF THE STATION, IN A GROVE OF PINES, ABOUT 8 FEET S
 EY3985'OF AN ARTESIAN WELL BETWEEN THE TWO LOG BUILDINGS IN THE PARK.  IT
 EY3985'IS A BRONZE REFERENCE DISK, STAMPED BELHAVEN NO 1 1935, SET IN
 EY3985'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES
 EY3985'ABOVE GROUND.
 EY3985'
 EY3985'TO REACH FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF E. MAIN
 EY3985'AND PAMLICO STREETS IN THE CENTER OF BELHAVEN, TRAVEL SE ON E. MAIN
 EY3985'STREET TO ITS END AND STATION SITE.
 EY3985
 EY3985                          STATION RECOVERY (1964)
 EY3985
 EY3985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EY3985'A THOROUGH SEARCH WAS MADE FOR STATION AND REFERENCE MARK NUMBER
 EY3985'1 BUT NO TRACE OF A MARK COULD BE FOUND.  THE ARTESIAN WELL NEAR
 EY3985'REFERENCE MARK NUMBER 1 WAS RECOVERED BUT ONE OF THE TWO LOG
 EY3985'BUILDINGS HAS BEEN REMOVED.
 EY3985
 EY3985                          STATION RECOVERY (1979)
 EY3985
 EY3985'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 EY3985'BELHAVEN 1935 FOUND GOOD, ABOUT 0.5 FEET BELOW SURFACE, DESCRIPTION
 EY3985'ADEQUATE.
 EY3985
 EY3985                          STATION RECOVERY (1984)
 EY3985
 EY3985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY3985'IN BELHAVEN.
 EY3985'THE STATION IS LOCATED IN BELHAVEN.  ALONG US 264 BUSINESS (MAIN
 EY3985'STREET) FOR 2.3 KM (1.45 MI) SOUTHEAST FROM THE INTERSECTION WITH NC
 EY3985'92, ON THE GOFF PROPERTY NEAR THE CITY RECREATION PARK.  THE STATION
 EY3985'IS LOCATED 58.8 METERS (193 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 EY3985'MAIN STREET, 12.6 METERS (41.5 FT) WEST-NORTHWEST OF A CHAIN LINK
 EY3985'FENCE AROUND THE PARK, 24.3 METERS (79.6 FT) EAST-SOUTHEAST OF A
 EY3985'CONCRETE BLOCK WALL--AND 8.5 METERS (28.0 FT) NORTH OF A 30-INCH
 EY3985'PINE, 9.4 METERS (31.0 FT) NORTHEAST OF A 24-INCH PINE--BOTH WITH
 EY3985'REFERENCE TAGS.  MARK IS ABOUT LEVEL WITH STREET.
 EY3985
 EY3985                          STATION RECOVERY (2004)
 EY3985
 EY3985'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY3985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3983 ***********************************************************************
 EY3983  DESIGNATION -  BELHAVEN CITY HALL SPIRE
 EY3983  PID         -  EY3983
 EY3983  STATE/COUNTY-  NC/BEAUFORT
 EY3983  USGS QUAD   -  BELHAVEN (1974)
 EY3983
 EY3983                         *CURRENT SURVEY CONTROL
 EY3983  ___________________________________________________________________
 EY3983* NAD 83(2001)-  35 32 20.33163(N)    076 37 17.92618(W)     ADJUSTED  
 EY3983* NAVD 88     -              **(meters)            **(feet)            
 EY3983  ___________________________________________________________________
 EY3983  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EY3983  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY3983  HORZ ORDER  -  THIRD
 EY3983
 EY3983.The horizontal coordinates were established by classical geodetic methods
 EY3983.and adjusted by the National Geodetic Survey in August 2005.
 EY3983
 EY3983
 EY3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3983
 EY3983.The geoid height was determined by GEOID03.
 EY3983
 EY3983;                    North         East     Units Scale Factor Converg.
 EY3983;SPC NC       -   201,036.050   825,238.104   MT  0.99988511   +1 22 21.8
 EY3983;SPC NC       -   659,565.77  2,707,468.68   sFT  0.99988511   +1 22 21.8
 EY3983;UTM  18      - 3,934,026.099   352,992.551   MT  0.99986632   -0 56 33.9
 EY3983
 EY3983                          SUPERSEDED SURVEY CONTROL
 EY3983
 EY3983  NAD 83(1986)-  35 32 20.34044(N)    076 37 17.93479(W) AD(       ) 4
 EY3983  NAD 27      -  35 32 19.73000(N)    076 37 19.18000(W) AD(       ) 3
 EY3983
 EY3983.Superseded values are not recommended for survey control.
 EY3983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3983.See file dsdata.txt to determine how the superseded data were derived.
 EY3983
 EY3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5299334026(NAD 83)
 EY3983_MARKER: 89 = SPIRE
 EY3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY3983+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 EY3983
 EY3983  HISTORY     - Date     Condition        Report By
 EY3983  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY3983  HISTORY     - 1949     GOOD             CGS
 EY3983  HISTORY     - 1967     GOOD             USE
 EY3983  HISTORY     - 19830101 POOR             NCGS
 EY3983  HISTORY     - 1985     GOOD             USPSQD
 EY3983  HISTORY     - 20040321 GOOD             USPSQD
 EY3983
 EY3983                          STATION DESCRIPTION
 EY3983
 EY3983'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3983'RECOVERED IN GOOD CONDITION.
 EY3983'
 EY3983'THE STATION IS THE SPIRE ON THE W (FRONT) END OF THE CITY HALL,
 EY3983'LOCATED ON MAIN STREET JUST W OF THE SCHOOL, A THREE-STORY
 EY3983'TIN-ROOFED BUILDING.
 EY3983
 EY3983                          STATION RECOVERY (1967)
 EY3983
 EY3983'RECOVERY NOTE BY US ENGINEERS 1967
 EY3983'THE STATION IS THE SPIRE ON THE W END OF THE BELHAVEN CITY HALL.
 EY3983'
 EY3983'STATION IS LOCATED ON THE CORNER OF ALLEN AND E MAIN STREETS,
 EY3983'AND IN THE TOP OF THE THREE-STORY SHINGLE ROOFED BELHAVEN CITY HALL.
 EY3983'
 EY3983'TO REACH THE STATION IN BELHAVEN PROCEED TO THE INTERSECTION OF
 EY3983'ALLEN AND E MAIN STREETS AND STATION SITE.
 EY3983
 EY3983                          STATION RECOVERY (1983)
 EY3983
 EY3983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3983'STATION WAS RECOVERED IN POOR CONDITION.  THE BUILDING HAS APPARENTLY
 EY3983'SETTLED, THE SPIRE IS NOW LEANING IN AN EASTERLY DIRECTION. NO
 EY3983'OBSERVATION WAS MADE AT THIS TIME.
 EY3983
 EY3983                          STATION RECOVERY (1985)
 EY3983
 EY3983'RECOVERY NOTE BY US POWER SQUADRON 1985 (DRB)
 EY3983'RECOVERED IN GOOD CONDITION.
 EY3983
 EY3983                          STATION RECOVERY (2004)
 EY3983
 EY3983'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY3983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3984 ***********************************************************************
 EY3984  DESIGNATION -  BELHAVEN MUNICIPAL TANK
 EY3984  PID         -  EY3984
 EY3984  STATE/COUNTY-  NC/BEAUFORT
 EY3984  USGS QUAD   -  BELHAVEN (1974)
 EY3984
 EY3984                         *CURRENT SURVEY CONTROL
 EY3984  ___________________________________________________________________
 EY3984* NAD 83(2001)-  35 32 23.37787(N)    076 37 27.29917(W)     ADJUSTED  
 EY3984* NAVD 88     -              **(meters)            **(feet)            
 EY3984  ___________________________________________________________________
 EY3984  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EY3984  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EY3984  HORZ ORDER  -  THIRD
 EY3984
 EY3984.The horizontal coordinates were established by classical geodetic methods
 EY3984.and adjusted by the National Geodetic Survey in August 2005.
 EY3984
 EY3984
 EY3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3984
 EY3984.The geoid height was determined by GEOID03.
 EY3984
 EY3984;                    North         East     Units Scale Factor Converg.
 EY3984;SPC NC       -   201,124.243   824,999.843   MT  0.99988519   +1 22 16.4
 EY3984;SPC NC       -   659,855.12  2,706,686.98   sFT  0.99988519   +1 22 16.4
 EY3984;UTM  18      - 3,934,123.845   352,758.052   MT  0.99986717   -0 56 39.5
 EY3984
 EY3984                          SUPERSEDED SURVEY CONTROL
 EY3984
 EY3984  NAD 83(1986)-  35 32 23.38081(N)    076 37 27.29874(W) AD(       ) 4
 EY3984  NAD 27      -  35 32 22.78600(N)    076 37 28.54100(W) AD(       ) 3
 EY3984
 EY3984.Superseded values are not recommended for survey control.
 EY3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3984.See file dsdata.txt to determine how the superseded data were derived.
 EY3984
 EY3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5275834124(NAD 83)
 EY3984_MARKER: 51 = TANK
 EY3984
 EY3984  HISTORY     - Date     Condition        Report By
 EY3984  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY3984  HISTORY     - 1935     GOOD             CGS
 EY3984  HISTORY     - 1964     GOOD             CGS
 EY3984  HISTORY     - 1967     GOOD             USE
 EY3984  HISTORY     - 19820421 GOOD             NCGS
 EY3984  HISTORY     - 1985     GOOD             USPSQD
 EY3984
 EY3984                          STATION DESCRIPTION
 EY3984
 EY3984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3984'THE STATION IS THE TALL BLACK WATER TOWER LOCATED IN THE W PART OF
 EY3984'BELHAVEN ON THE S SIDE OF THE CONCRETE HIGHWAY TO WASHINGTON. IT HAS
 EY3984'A ROUND KNOB FINIAL.
 EY3984'
 EY3984'THE POSITION CHECKS THAT OF THE 1933 WORK.
 EY3984'
 EY3984'THIS IS AN INTERSECTION STATION.
 EY3984
 EY3984                          STATION RECOVERY (1964)
 EY3984
 EY3984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EY3984'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EY3984'STATION IS NOW PAINTED SILVER.
 EY3984
 EY3984                          STATION RECOVERY (1967)
 EY3984
 EY3984'RECOVERY NOTE BY US ENGINEERS 1967
 EY3984'THE STATION IS THE ROUND KNOB FINIAL ON THE TOP OF A TALL WATER TOWER
 EY3984'PAINTED SILVER.
 EY3984'
 EY3984'THE STATION IS LOCATED IN THE W PART OF BELHAVEN ON THE S SIDE OF THE
 EY3984'CONCRETE HIGHWAY TO WASHINGTON AND SW OF THE FIRE DEPARTMENT WHICH
 EY3984'IS LOCATED ON MAIN STREET.
 EY3984'
 EY3984'TO REACH THE STATION PROCEED SE ON MAIN STREET IN BELHAVEN UNTIL YOU
 EY3984'REACH THE FIRE DEPARTMENT AND STATION SITE. IT IS THE ONLY WATER
 EY3984'TANK IN BELHAVEN.
 EY3984
 EY3984                          STATION RECOVERY (1982)
 EY3984
 EY3984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY3984'RECOVERED AS DESCRIBED.  TANK IS NOW BLUE AND IS THE SMALLER OF TWO IN
 EY3984'BELHAVEN.
 EY3984
 EY3984                          STATION RECOVERY (1985)
 EY3984
 EY3984'RECOVERY NOTE BY US POWER SQUADRON 1985 (DRB)
 EY3984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9107 ***********************************************************************
 AF9107  DESIGNATION -  BELHAVEN NEW MUNICIPAL TANK
 AF9107  PID         -  AF9107
 AF9107  STATE/COUNTY-  NC/BEAUFORT
 AF9107  USGS QUAD   -  PANTEGO (1974)
 AF9107
 AF9107                         *CURRENT SURVEY CONTROL
 AF9107  ___________________________________________________________________
 AF9107* NAD 83(2001)-  35 32 48.00655(N)    076 37 31.78134(W)     ADJUSTED  
 AF9107* NAVD 88     -              **(meters)            **(feet)            
 AF9107  ___________________________________________________________________
 AF9107  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AF9107  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 AF9107  HORZ ORDER  -  THIRD
 AF9107
 AF9107.The horizontal coordinates were established by classical geodetic methods
 AF9107.and adjusted by the National Geodetic Survey in August 2005.
 AF9107
 AF9107
 AF9107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9107
 AF9107.The geoid height was determined by GEOID03.
 AF9107
 AF9107;                    North         East     Units Scale Factor Converg.
 AF9107;SPC NC       -   201,880.285   824,868.829   MT  0.99988579   +1 22 13.8
 AF9107;SPC NC       -   662,335.57  2,706,257.15   sFT  0.99988579   +1 22 13.8
 AF9107;UTM  18      - 3,934,884.548   352,657.694   MT  0.99986753   -0 56 42.6
 AF9107
 AF9107                          SUPERSEDED SURVEY CONTROL
 AF9107
 AF9107  NAD 83(1986)-  35 32 48.02031(N)    076 37 31.79180(W) AD(       ) 4
 AF9107
 AF9107.Superseded values are not recommended for survey control.
 AF9107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9107.See file dsdata.txt to determine how the superseded data were derived.
 AF9107
 AF9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5265834885(NAD 83)
 AF9107_MARKER: 51 = TANK
 AF9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9107+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 AF9107
 AF9107  HISTORY     - Date     Condition        Report By
 AF9107  HISTORY     - 1982     FIRST OBSERVED   NCGS
 AF9107  HISTORY     - 20040321 GOOD             USPSQD
 AF9107
 AF9107                          STATION DESCRIPTION
 AF9107
 AF9107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 AF9107'STATION IS LOCATED IN BELHAVEN-THE LARGER OF TWO TANKS. PROCEED ALONG
 AF9107'US 264 BUSINESS FOR 0.35 MI (0.56 KM) SOUTHEAST FROM NC 92 TO LEE
 AF9107'STREET, THENCE ALONG LEE STREET FOR 0.2 MI (0.3 KM) EAST TO THE TANK
 AF9107'ON THE LEFT. TANK IS ABOUT 200 FEET (61.0 M) TALL, PAINTED BLUE,
 AF9107'SUPPORTED BY FOUR LEGS AND A CENTER STANDPIPE.  A SHORT STEM ON TOP
 AF9107'THE TANK CAP IS THE POINT OF INTERSECTION.
 AF9107
 AF9107                          STATION RECOVERY (2004)
 AF9107
 AF9107'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 AF9107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5449 ***********************************************************************
 EZ5449  DESIGNATION -  BELINDA
 EZ5449  PID         -  EZ5449
 EZ5449  STATE/COUNTY-  NC/WAKE
 EZ5449  USGS QUAD   -  CARY (1993)
 EZ5449
 EZ5449                         *CURRENT SURVEY CONTROL
 EZ5449  ___________________________________________________________________
 EZ5449* NAD 83(2001)-  35 51 52.64010(N)    078 47 54.66418(W)     ADJUSTED  
 EZ5449* NAVD 88     -       120.13   (+/-2cm)     394.1    (feet)  VERTCON   
 EZ5449  ___________________________________________________________________
 EZ5449  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 EZ5449  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 EZ5449  HORZ ORDER  -  SECOND
 EZ5449  VERT ORDER  -  THIRD ? (See Below)
 EZ5449
 EZ5449.This mark is at Durham Intl-Raleigh Airport (RDU)
 EZ5449
 EZ5449.The horizontal coordinates were established by classical geodetic methods
 EZ5449.and adjusted by the National Geodetic Survey in August 2005.
 EZ5449
 EZ5449.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5449.The vertical order pertains to the NGVD 29 superseded value.
 EZ5449
 EZ5449.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5449
 EZ5449.The geoid height was determined by GEOID03.
 EZ5449
 EZ5449;                    North         East     Units Scale Factor Converg.
 EZ5449;SPC NC       -   234,598.822   627,797.301   MT  0.99992969   +0 06 58.6
 EZ5449;SPC NC       -   769,679.64  2,059,698.31   sFT  0.99992969   +0 06 58.6
 EZ5449;UTM  17      - 3,971,171.135   698,768.381   MT  1.00008686   +1 17 24.8
 EZ5449
 EZ5449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5449!SPC NC       -   0.99998618  x   0.99992969  =   0.99991587
 EZ5449!UTM  17      -   0.99998618  x   1.00008686  =   1.00007303
 EZ5449
 EZ5449                          SUPERSEDED SURVEY CONTROL
 EZ5449
 EZ5449  NAD 83(1986)-  35 51 52.64383(N)    078 47 54.67604(W) AD(       ) 2
 EZ5449  NAD 27      -  35 51 52.11808(N)    078 47 55.65554(W) AD(       ) 2
 EZ5449  NGVD 29 (07/19/86)  120.38   (m)          394.9    (f) LEVELING    3  
 EZ5449
 EZ5449.Superseded values are not recommended for survey control.
 EZ5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5449.See file dsdata.txt to determine how the superseded data were derived.
 EZ5449
 EZ5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9876871171(NAD 83)
 EZ5449_MARKER: DE = TRAVERSE STATION DISK
 EZ5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5449_STAMPING: BELINDA 1973
 EZ5449_MARK LOGO: NCGS  
 EZ5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5449+STABILITY: SURFACE MOTION
 EZ5449
 EZ5449  HISTORY     - Date     Condition        Report By
 EZ5449  HISTORY     - 1973     MONUMENTED       LOCENG
 EZ5449  HISTORY     - 1975     MARK NOT FOUND   NCGS
 EZ5449
 EZ5449                          STATION DESCRIPTION
 EZ5449
 EZ5449'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LWA)
 EZ5449'BELINDA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5449'THE VICINITY OF MORRISVILLE, NORTH CAROLINA.
 EZ5449'
 EZ5449'BELINDA IS LOCATED APPROXIMATELY 3.3 MILES NNE OF MORRISVILLE, AND
 EZ5449'10.8 MILES WNW OF RALEIGH.  TO REACH STATION FROM EAST SIDE OF MOTOR
 EZ5449'VEHICLE SHOP AT RDU AIRPORT, PROCEED SW ALONG SW AIRCRAFT TAXIWAY
 EZ5449'FOR 0.75 MILES TO END, BEAR LEFT BETWEEN BLUE TAXIWAY LIGHTS AND GO
 EZ5449'TO EDGE OF BANK, STATION IS ON LEFT, APPROXIMATELY 300 FEET WSW
 EZ5449'OF SW RUNWAY END.
 EZ5449'
 EZ5449'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELINDA
 EZ5449'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ5449'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5449'
 EZ5449'MARK IS
 EZ5449'129.2 FEET WSW OF S EDGE OF RUNUP PAD (IN YELLOW ARROW POINTING TO
 EZ5449'STATION).
 EZ5449'30.8 FEET WSW OF CENTER OF METAL DRAIN COVER.
 EZ5449'226.4 FEET NW OF WESTMOST ALS AMBER APPROACH LIGHTS (TEN IN LINE
 EZ5449'E-W).
 EZ5449'7.4 FEET NE OF EDGE OF BANK.
 EZ5449'129.3 FEET SW OF 1ST TAXIWAY LITE (BLUE).
 EZ5449
 EZ5449                          STATION RECOVERY (1975)
 EZ5449
 EZ5449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (DT)
 EZ5449'BELINDA 1973 DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2562 ***********************************************************************
 FA2562  DESIGNATION -  BELK
 FA2562  PID         -  FA2562
 FA2562  STATE/COUNTY-  NC/MECKLENBURG
 FA2562  USGS QUAD   -  DERITA (1993)
 FA2562
 FA2562                         *CURRENT SURVEY CONTROL
 FA2562  ___________________________________________________________________
 FA2562* NAD 83(2001)-  35 16 48.84379(N)    080 50 02.84149(W)     ADJUSTED  
 FA2562* NAVD 88     -       238.1    (meters)     781.     (feet)  VERTCON   
 FA2562  ___________________________________________________________________
 FA2562  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 FA2562  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 FA2562  HORZ ORDER  -  SECOND
 FA2562
 FA2562.The horizontal coordinates were established by classical geodetic methods
 FA2562.and adjusted by the National Geodetic Survey in August 2005.
 FA2562
 FA2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2562
 FA2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2562
 FA2562.The geoid height was determined by GEOID03.
 FA2562
 FA2562;                    North         East     Units Scale Factor Converg.
 FA2562;SPC NC       -   171,290.076   442,771.090   MT  0.99987271   -1 03 31.0
 FA2562;SPC NC       -   561,974.19  1,452,658.15   sFT  0.99987271   -1 03 31.0
 FA2562;UTM  17      - 3,904,133.324   515,084.804   MT  0.99960280   +0 05 44.9
 FA2562
 FA2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2562!SPC NC       -   0.99996741  x   0.99987271  =   0.99984013
 FA2562!UTM  17      -   0.99996741  x   0.99960280  =   0.99957023
 FA2562
 FA2562:                Primary Azimuth Mark                     Grid Az
 FA2562:SPC NC       -  SIDNEY                                   190 53 40.1
 FA2562:UTM  17      -  SIDNEY                                   189 44 24.2
 FA2562
 FA2562|---------------------------------------------------------------------|
 FA2562| PID    Reference Object                     Distance      Geod. Az  |
 FA2562|                                                           dddmmss.s |
 FA2562| FA2579 SIDNEY                              486.830 METERS 1895009.1 |
 FA2562| FA2565 CINDY                               481.256 METERS 3422358.2 |
 FA2562|---------------------------------------------------------------------|
 FA2562
 FA2562                          SUPERSEDED SURVEY CONTROL
 FA2562
 FA2562  NAD 83(1986)-  35 16 48.86070(N)    080 50 02.84822(W) AD(       ) 2
 FA2562  NAD 27      -  35 16 48.35532(N)    080 50 03.59439(W) AD(       ) 2
 FA2562  NGVD 29 (07/19/86)  238.3    (m)          782.     (f) VERT ANG    3  
 FA2562
 FA2562.Superseded values are not recommended for survey control.
 FA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2562.See file dsdata.txt to determine how the superseded data were derived.
 FA2562
 FA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1508504133(NAD 83)
 FA2562_MARKER: DE = TRAVERSE STATION DISK
 FA2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2562_STAMPING: BELK 1965
 FA2562_MARK LOGO: NCGS  
 FA2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2562+STABILITY: SURFACE MOTION
 FA2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2562+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 FA2562
 FA2562  HISTORY     - Date     Condition        Report By
 FA2562  HISTORY     - 1965     MONUMENTED       NCGS
 FA2562  HISTORY     - 1986     GOOD             USPSQD
 FA2562  HISTORY     - 1987     GOOD             USPSQD
 FA2562  HISTORY     - 1990     GOOD             USPSQD
 FA2562  HISTORY     - 20030514 GOOD             USPSQD
 FA2562  HISTORY     - 20060828 GOOD             USPSQD
 FA2562
 FA2562                          STATION DESCRIPTION
 FA2562
 FA2562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2562'BELK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2562'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2562'
 FA2562'BELK IS 3.7 MILES N OF CHARLOTTE.  LOCATED 0.5 MILES N ALONG
 FA2562'U.S. 21 FROM BRIDGE OVER I 85.  0.05 MILES S OF SR 2579.  ON E
 FA2562'SIDE OF U.S. 21.  AND AT BELKS SIGN BOARD AT CURVE IN U.S. 21.
 FA2562'
 FA2562'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2562'BELK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2562'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2562'
 FA2562'MARK IS
 FA2562'
 FA2562'28.0 FT NE OF TP 63 WITH ALUMINUM REF. TAG
 FA2562'
 FA2562'96.4 FT SW OF TP WITH ALUMINUM REF. TAG
 FA2562'
 FA2562'45.3 FT N OF MAPLE TREE
 FA2562'
 FA2562'23.3 FT W OF SW POLE IN BELKS SIGN WITH ALUMINUM REF. TAG
 FA2562'
 FA2562'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2562
 FA2562                          STATION RECOVERY (1986)
 FA2562
 FA2562'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2562'RECOVERED IN GOOD CONDITION.
 FA2562
 FA2562                          STATION RECOVERY (1987)
 FA2562
 FA2562'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2562'RECOVERED IN GOOD CONDITION.
 FA2562
 FA2562                          STATION RECOVERY (1990)
 FA2562
 FA2562'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2562'RECOVERED IN GOOD CONDITION.
 FA2562
 FA2562                          STATION RECOVERY (2003)
 FA2562
 FA2562'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA2562'MARKER IS 72 FEET NORTH OF THE EXTENDED CL OF CAANAN CENTER DRIVE AND
 FA2562'42 FEET EAST OF THE CL OF STATESVILLE ROAD.
 FA2562
 FA2562                          STATION RECOVERY (2006)
 FA2562
 FA2562'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA2562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3074 ***********************************************************************
 EY3074  DESIGNATION -  BELK
 EY3074  PID         -  EY3074
 EY3074  STATE/COUNTY-  NC/WILSON
 EY3074  USGS QUAD   -  WILSON (1978)
 EY3074
 EY3074                         *CURRENT SURVEY CONTROL
 EY3074  ___________________________________________________________________
 EY3074* NAD 83(2001)-  35 42 42.69821(N)    077 59 41.58504(W)     ADJUSTED  
 EY3074* NAVD 88     -        34.9    (meters)     115.     (feet)  VERTCON   
 EY3074  ___________________________________________________________________
 EY3074  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 EY3074  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 EY3074  HORZ ORDER  -  SECOND
 EY3074
 EY3074.The horizontal coordinates were established by classical geodetic methods
 EY3074.and adjusted by the National Geodetic Survey in August 2005.
 EY3074
 EY3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3074
 EY3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3074
 EY3074.The geoid height was determined by GEOID03.
 EY3074
 EY3074;                    North         East     Units Scale Factor Converg.
 EY3074;SPC NC       -   218,092.496   700,544.420   MT  0.99990475   +0 34 48.4
 EY3074;SPC NC       -   715,525.13  2,298,369.48   sFT  0.99990475   +0 34 48.4
 EY3074;UTM  18      - 3,956,125.857   229,060.055   MT  1.00050469   -1 44 57.1
 EY3074;UTM  17      - 3,956,154.178   771,865.748   MT  1.00051088   +1 45 18.7
 EY3074
 EY3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3074!SPC NC       -   0.99999998  x   0.99990475  =   0.99990473
 EY3074!UTM  18      -   0.99999998  x   1.00050469  =   1.00050467
 EY3074!UTM  17      -   0.99999998  x   1.00051088  =   1.00051086
 EY3074
 EY3074:                Primary Azimuth Mark                     Grid Az
 EY3074:SPC NC       -  CHICK                                    033 12 52.2
 EY3074:UTM  18      -  CHICK                                    035 32 37.7
 EY3074:UTM  17      -  CHICK                                    032 02 21.9
 EY3074
 EY3074|---------------------------------------------------------------------|
 EY3074| PID    Reference Object                     Distance      Geod. Az  |
 EY3074|                                                           dddmmss.s |
 EY3074| EY3075 CHICK                               APPROX. 1.0 KM 0334740.6 |
 EY3074|---------------------------------------------------------------------|
 EY3074
 EY3074                          SUPERSEDED SURVEY CONTROL
 EY3074
 EY3074  NAD 83(1986)-  35 42 42.70838(N)    077 59 41.59691(W) AD(       ) 2
 EY3074  NAD 27      -  35 42 42.13944(N)    077 59 42.64376(W) AD(       ) 2
 EY3074  NGVD 29 (07/19/86)   35.2    (m)          115.     (f) VERT ANG    3  
 EY3074
 EY3074.Superseded values are not recommended for survey control.
 EY3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3074.See file dsdata.txt to determine how the superseded data were derived.
 EY3074
 EY3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2906056126(NAD 83)
 EY3074_MARKER: DE = TRAVERSE STATION DISK
 EY3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3074_STAMPING: BELK 1972
 EY3074_MARK LOGO: NCGS  
 EY3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3074+STABILITY: SURFACE MOTION
 EY3074
 EY3074  HISTORY     - Date     Condition        Report By
 EY3074  HISTORY     - 1972     MONUMENTED       NCGS
 EY3074
 EY3074                          STATION DESCRIPTION
 EY3074
 EY3074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EY3074'BELK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EY3074'VICINITY OF WILSON, NORTH CAROLINA.
 EY3074'
 EY3074'BELK IS LOCATED APPROXIMATELY 4.7 MILES WSW OF WILSON AND 5.0 MILES
 EY3074'SOUTHEAST OF SIMS.  TO REACH STATION FROM THE INTERSECTION OF NC 42
 EY3074'AND US 264 BYPASS IN WILSON, PROCEED WEST ALONG NC 42 FOR 4.05
 EY3074'MILES TO STATION ON LEFT ON EDGE OF A CUT, 0.2 MILE WEST OF
 EY3074'INTERSECTION WITH SR 1001 (N) AND SR 1162 (S), AND APPROXIMATELY
 EY3074'75 FEET NORTH OF A FRAME DWELLING.
 EY3074'
 EY3074'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BELK
 EY3074'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EY3074'INCH BELOW THE SURFACE OF THE GROUND.
 EY3074'
 EY3074'MARK IS
 EY3074'49.5 FEET SSE OF C/L OF NC 42.
 EY3074'56.0 FEET ENE OF C/L OF DRIVEWAY SOUTH.
 EY3074'2.2 FEET N OF PP WITH ALUMINUM REF. TAG.
 EY3074'80.1 FEET NE OF 12 INCH PECAN TREE.
 EY3074'76.0 FEET ENE OF TELEPHONE SERVICE POLE WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1976 ***********************************************************************
 FY1976  DESIGNATION -  BELL
 FY1976  PID         -  FY1976
 FY1976  STATE/COUNTY-  NC/GRANVILLE
 FY1976  USGS QUAD   -  STEM (1987)
 FY1976
 FY1976                         *CURRENT SURVEY CONTROL
 FY1976  ___________________________________________________________________
 FY1976* NAD 83(2001)-  36 11 41.69395(N)    078 39 55.91030(W)     ADJUSTED  
 FY1976* NAVD 88     -       126.279  (meters)     414.30   (feet)  ADJUSTED  
 FY1976  ___________________________________________________________________
 FY1976  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 FY1976  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FY1976  DYNAMIC HT  -         126.178 (meters)     413.97  (feet)  COMP
 FY1976  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 FY1976
 FY1976  HORZ ORDER  -  SECOND
 FY1976  VERT ORDER  -  SECOND    CLASS I
 FY1976
 FY1976.The horizontal coordinates were established by classical geodetic methods
 FY1976.and adjusted by the National Geodetic Survey in August 2005.
 FY1976
 FY1976.The orthometric height was determined by differential leveling
 FY1976.and adjusted in June 1991.
 FY1976
 FY1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1976
 FY1976.The geoid height was determined by GEOID03.
 FY1976
 FY1976.The dynamic height is computed by dividing the NAVD 88
 FY1976.geopotential number by the normal gravity value computed on the
 FY1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1976.degrees latitude (g = 980.6199 gals.).
 FY1976
 FY1976.The modeled gravity was interpolated from observed gravity values.
 FY1976
 FY1976;                    North         East     Units Scale Factor Converg.
 FY1976;SPC NC       -   271,278.925   639,684.011   MT  1.00000801   +0 11 35.0
 FY1976;SPC NC       -   890,020.94  2,098,696.63   sFT  1.00000801   +0 11 35.0
 FY1976;UTM  17      - 4,008,093.709   709,898.931   MT  1.00014288   +1 22 44.7
 FY1976
 FY1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1976!SPC NC       -   0.99998517  x   1.00000801  =   0.99999318
 FY1976!UTM  17      -   0.99998517  x   1.00014288  =   1.00012805
 FY1976
 FY1976                          SUPERSEDED SURVEY CONTROL
 FY1976
 FY1976  NAD 83(1993)-  36 11 41.70194(N)    078 39 55.91932(W) AD(       ) 2
 FY1976  NAD 83(1986)-  36 11 41.70111(N)    078 39 55.92358(W) AD(       ) 2
 FY1976  NAD 27      -  36 11 41.17788(N)    078 39 56.91251(W) AD(       ) 2
 FY1976  NGVD 29 (03/05/92)  126.545  (m)          415.17   (f) ADJUSTED    2 1
 FY1976
 FY1976.Superseded values are not recommended for survey control.
 FY1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1976.See file dsdata.txt to determine how the superseded data were derived.
 FY1976
 FY1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0989908094(NAD 83)
 FY1976_MARKER: DE = TRAVERSE STATION DISK
 FY1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1976_SP_SET: CONCRETE POST
 FY1976_STAMPING: BELL 1971
 FY1976_MARK LOGO: NCGS  
 FY1976_PROJECTION: FLUSH
 FY1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1976+STABILITY: SURFACE MOTION
 FY1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY1976+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 FY1976
 FY1976  HISTORY     - Date     Condition        Report By
 FY1976  HISTORY     - 1971     MONUMENTED       NCGS
 FY1976  HISTORY     - 1977     GOOD             NCGS
 FY1976  HISTORY     - 1978     GOOD             NCGS
 FY1976  HISTORY     - 1983     GOOD             USPSQD
 FY1976  HISTORY     - 1985     GOOD             USPSQD
 FY1976  HISTORY     - 1987     GOOD             USPSQD
 FY1976  HISTORY     - 1988     GOOD             USPSQD
 FY1976  HISTORY     - 20050209 GOOD             USPSQD
 FY1976
 FY1976                          STATION DESCRIPTION
 FY1976
 FY1976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1976'BELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1976'THE VICINITY OF STEM, NORTH CAROLINA.
 FY1976'
 FY1976'BELL IS LOCATED APPROXIMATELY 3.1 MILES EAST OF STEM AND 5.1 MILES
 FY1976'NORTH OF CREEDMOOR.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY1976'OF US 15 AND SR 1132.  GO WEST ALONG SR 1132 FOR 0.55 MILE TO
 FY1976'STATION ON RIGHT (NORTH SIDE OF SR 1132).  STATION IS IN THE
 FY1976'NORTHWEST QUADRANT OF INTERSECTION OF SR 1132 AND SHORT PAVED
 FY1976'DRIVE NORTHEAST INTO BELL TELEPHONE SUB-STATION.  AND
 FY1976'APPROXIMATELY 1.0 MILE EAST OF INTERSECTION OF I-85 AND SR 1132
 FY1976'UNDERPASS.
 FY1976'
 FY1976'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELL
 FY1976'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY1976'FLUSH WITH THE GROUND.
 FY1976'
 FY1976'MARK IS
 FY1976'26.5 FEET NE OF C/L OF SR 1132.
 FY1976'11.3 FEET NW OF C/L OF DRIVE TO TELEPHONE COMPANY BUILDING.
 FY1976'21.9 FEET NW OF ALUM. REF. TAG ON TELEPHONE WARNING SIGN POST.
 FY1976'79.5 FEET NW OF ALUM. REF. TAG ON TP.
 FY1976'24.3 FEET W OF ALUM. REF. TAG ON 18 INCH WALNUT TREE.
 FY1976'50.5 FEET WSW OF SW CORNER OF A TELEPHONE COMPANY BUILDING.
 FY1976
 FY1976                          STATION RECOVERY (1977)
 FY1976
 FY1976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1976'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FY1976'
 FY1976'NOTE DISTANCES FROM REFERENCE OBJECTS IN 1971 WITH TAGS WERE ON A
 FY1976'SLOPE.  ADDITIONAL REFERENCES ARE AS FOLLOWS--60.2 FEET WEST OF THE
 FY1976'SOUTHEAST CORNER OF A BUILDING AND 36.1 FEET SOUTH-SOUTHEAST OF A
 FY1976'POWER POLE WITH REFERENCE TAG.
 FY1976
 FY1976                          STATION RECOVERY (1978)
 FY1976
 FY1976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY1976'3.2 MI EAST FROM STEM.
 FY1976'TO REACH STATION FROM THE T INTERSECTION OF US 15 AND SR 1132 NORTH
 FY1976'OF HESTER, PROCEED WEST ALONG SR 1132 FOR 0.6 MILE TO STATION ON RIGHT
 FY1976'IN THE NORTH QUADRANT OF INTERSECTION WITH PAVED DRIVE INTO BELL
 FY1976'TLEEPHONE SUB STATION, AND APPROXIMATELY 1.05 MILE EAST OF I 85
 FY1976'OVERPASS, 26.5 FT. NORTHEAST OF CENTERLINE OF SR 1132, 11.3 FT.
 FY1976'NORTHWEST OF CENTERLINE OF DRIVE, 79.2 FT. NORTHWEST OF TELEPHONE POLE
 FY1976'WITH ALUMINUM REF. TAG, 23.5 FT. WEST OF 18 INCH WALNUT WITH ALUMINUM
 FY1976'REF. TAG, 50.5 FT. WEST SOUTHWEST OF SOUTHWEST CORNER OF A BUILDING
 FY1976'60.2 FT. WEST OF SOUTHEAST CORNER OF A BUILDING AND 36.1 FT. SOUTH
 FY1976'SOUTHEAST OF POWER POLE WITH ALUMINUM REF. TAG.
 FY1976
 FY1976                          STATION RECOVERY (1983)
 FY1976
 FY1976'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY1976'BELL 1971 RECOVERED GOOD.
 FY1976'
 FY1976'RECOVERED AS DESCRIBED.
 FY1976'
 FY1976'TELEPHONE WARNING SIGN POST-21.9 FEET SE NO LONGER THERE.
 FY1976
 FY1976                          STATION RECOVERY (1985)
 FY1976
 FY1976'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY1976'BELL 1971 FOUND GOOD.
 FY1976
 FY1976                          STATION RECOVERY (1987)
 FY1976
 FY1976'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1976'RECOVERED IN GOOD CONDITION.
 FY1976
 FY1976                          STATION RECOVERY (1988)
 FY1976
 FY1976'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 FY1976'RECOVERED IN GOOD CONDITION.
 FY1976
 FY1976                          STATION RECOVERY (2005)
 FY1976
 FY1976'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY1976'N36 11.694
 FY1976'W078 39.932
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1921 ***********************************************************************
 EY1921  DESIGNATION -  BELL
 EY1921  PID         -  EY1921
 EY1921  STATE/COUNTY-  NC/BERTIE
 EY1921  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1921
 EY1921                         *CURRENT SURVEY CONTROL
 EY1921  ___________________________________________________________________
 EY1921* NAD 83(2001)-  35 59 35.26189(N)    076 57 52.44575(W)     ADJUSTED  
 EY1921* NAVD 88     -         9.772  (meters)      32.06   (feet)  ADJUSTED  
 EY1921  ___________________________________________________________________
 EY1921  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 EY1921  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 EY1921  DYNAMIC HT  -           9.764 (meters)      32.03  (feet)  COMP
 EY1921  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 EY1921
 EY1921  HORZ ORDER  -  SECOND
 EY1921  VERT ORDER  -  SECOND    CLASS II
 EY1921
 EY1921.The horizontal coordinates were established by classical geodetic methods
 EY1921.and adjusted by the National Geodetic Survey in August 2005.
 EY1921
 EY1921.The orthometric height was determined by differential leveling
 EY1921.and adjusted in June 1991.
 EY1921
 EY1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1921
 EY1921.The geoid height was determined by GEOID03.
 EY1921
 EY1921.The dynamic height is computed by dividing the NAVD 88
 EY1921.geopotential number by the normal gravity value computed on the
 EY1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1921.degrees latitude (g = 980.6199 gals.).
 EY1921
 EY1921.The modeled gravity was interpolated from observed gravity values.
 EY1921
 EY1921;                    North         East     Units Scale Factor Converg.
 EY1921;SPC NC       -   250,719.750   793,118.271   MT  0.99995619   +1 10 29.2
 EY1921;SPC NC       -   822,569.71  2,602,088.86   sFT  0.99995619   +1 10 29.2
 EY1921;UTM  18      - 3,984,970.919   322,911.947   MT  0.99998643   -1 09 17.5
 EY1921
 EY1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1921!SPC NC       -   1.00000410  x   0.99995619  =   0.99996029
 EY1921!UTM  18      -   1.00000410  x   0.99998643  =   0.99999053
 EY1921
 EY1921                          SUPERSEDED SURVEY CONTROL
 EY1921
 EY1921  NAD 83(1986)-  35 59 35.27113(N)    076 57 52.45745(W) AD(       ) 2
 EY1921  NGVD 29 (01/18/91)   10.10   (m)           33.1    (f) LEVELING    3  
 EY1921
 EY1921.Superseded values are not recommended for survey control.
 EY1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1921.See file dsdata.txt to determine how the superseded data were derived.
 EY1921
 EY1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2291284971(NAD 83)
 EY1921_MARKER: DE = TRAVERSE STATION DISK
 EY1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1921_SP_SET: CONCRETE POST
 EY1921_STAMPING: BELL 1980
 EY1921_MARK LOGO: NCGS  
 EY1921_PROJECTION: RECESSED 13 CENTIMETERS
 EY1921_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1921+STABILITY: SURFACE MOTION
 EY1921
 EY1921  HISTORY     - Date     Condition        Report By
 EY1921  HISTORY     - 1980     MONUMENTED       NCGS
 EY1921  HISTORY     - 1980     GOOD             NCGS
 EY1921
 EY1921                          STATION DESCRIPTION
 EY1921
 EY1921'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1921'STATION IS LOCATED APPROXIMATELY 0.8 MILE WEST-SOUTHWEST OF WINDSOR.
 EY1921'
 EY1921'TO REACH STATION FROM INTERSECTION OF US 13 NORTH BYPASS WITH US 17
 EY1921'SOUTHWEST OF WINDSOR, PROCEED NORTH ALONG US 13 FOR 0.75 MILE TO
 EY1921'STATION ON LEFT IN CURVE AND 0.2 MILE SOUTH OF SR 1100 CROSSROAD.
 EY1921'
 EY1921'STATION MARK IS A STANDARD DISK STAMPED---BELL 1980---SET IN TOP OF A
 EY1921'10 INCH CONCRETE CYLINDER 5 INCHES BELOW GROUND SURFACE AND 1 FOOT
 EY1921'ABOVE CENTERLINE OF HIGHWAY.  MARK IS 60.6 FEET WEST-SOUTHWEST OF THE
 EY1921'CENTERLINE OF US 13, 2.1 FEET EAST-SOUTHEAST OF A WITNESS POST, 119.8
 EY1921'FEET WEST-NORTHWEST OF POWER POLE, AND 196.0 FEET SOUTH-SOUTHWEST OF
 EY1921'POWER POLE BOTH WITH REFERENCE TAGS.
 EY1921
 EY1921                          STATION RECOVERY (1980)
 EY1921
 EY1921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1921'0.8 MI WSW FROM WINDSOR.
 EY1921'0.75 MILE NORTHERLY ALONG US 13 FROM INTERSECTION WITH US 17
 EY1921'SOUTHWEST OF WINDSOR, ON THE LEFT IN CURVE AND 0.2 MILE SOUTH OF SR
 EY1921'1100 CROSSROAD, 60.6 FEET WEST-SOUTHWEST OF CENTERLINE OF US 13, 2.1
 EY1921'FEET EAST-SOUTHEAST OF A WITNESS POST, 119.8 FEET WEST-NORTHWEST OF
 EY1921'POWER POLE WITH REFERENCE TAG AND 196.0 FEET SOUTH-SOUTHWEST OF POWER
 EY1921'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2392 ***********************************************************************
 FA2392  DESIGNATION -  BELL
 FA2392  PID         -  FA2392
 FA2392  STATE/COUNTY-  NC/MECKLENBURG
 FA2392  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA2392
 FA2392                         *CURRENT SURVEY CONTROL
 FA2392  ___________________________________________________________________
 FA2392* NAD 83(2001)-  35 12 32.68224(N)    080 45 20.18469(W)     ADJUSTED  
 FA2392* NAVD 88     -       237.6    (meters)     780.     (feet)  VERTCON   
 FA2392  ___________________________________________________________________
 FA2392  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 FA2392  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA2392  HORZ ORDER  -  SECOND
 FA2392
 FA2392.The horizontal coordinates were established by classical geodetic methods
 FA2392.and adjusted by the National Geodetic Survey in August 2005.
 FA2392
 FA2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2392
 FA2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2392
 FA2392.The geoid height was determined by GEOID03.
 FA2392
 FA2392;                    North         East     Units Scale Factor Converg.
 FA2392;SPC NC       -   163,268.783   449,772.464   MT  0.99987287   -1 00 47.8
 FA2392;SPC NC       -   535,657.67  1,475,628.49   sFT  0.99987287   -1 00 47.8
 FA2392;UTM  17      - 3,896,256.818   522,244.426   MT  0.99960610   +0 08 27.3
 FA2392
 FA2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2392!SPC NC       -   0.99996746  x   0.99987287  =   0.99984034
 FA2392!UTM  17      -   0.99996746  x   0.99960610  =   0.99957358
 FA2392
 FA2392:                Primary Azimuth Mark                     Grid Az
 FA2392:SPC NC       -  GREENWAY                                 132 12 52.1
 FA2392:UTM  17      -  GREENWAY                                 131 03 37.0
 FA2392
 FA2392|---------------------------------------------------------------------|
 FA2392| PID    Reference Object                     Distance      Geod. Az  |
 FA2392|                                                           dddmmss.s |
 FA2392| FA2412 GREENWAY                            APPROX. 0.6 KM 1311204.3 |
 FA2392|---------------------------------------------------------------------|
 FA2392
 FA2392                          SUPERSEDED SURVEY CONTROL
 FA2392
 FA2392  NAD 83(1986)-  35 12 32.69777(N)    080 45 20.19342(W) AD(       ) 2
 FA2392  NAD 27      -  35 12 32.17257(N)    080 45 20.94381(W) AD(       ) 2
 FA2392  NGVD 29 (07/19/86)  237.8    (m)          780.     (f) VERT ANG    3  
 FA2392
 FA2392.Superseded values are not recommended for survey control.
 FA2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2392.See file dsdata.txt to determine how the superseded data were derived.
 FA2392
 FA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2224496257(NAD 83)
 FA2392_MARKER: DE = TRAVERSE STATION DISK
 FA2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2392_STAMPING: BELL 1962
 FA2392_MARK LOGO: NCGS  
 FA2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2392+STABILITY: SURFACE MOTION
 FA2392
 FA2392  HISTORY     - Date     Condition        Report By
 FA2392  HISTORY     - 1962     MONUMENTED       NCGS
 FA2392  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 FA2392  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 FA2392  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 FA2392  HISTORY     - 19910227 MARK NOT FOUND   USPSQD
 FA2392  HISTORY     - 19980411 MARK NOT FOUND   USPSQD
 FA2392  HISTORY     - 19990120 MARK NOT FOUND   USPSQD
 FA2392
 FA2392                          STATION DESCRIPTION
 FA2392
 FA2392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2392'BELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON LINE 3,
 FA2392'CHARLOTTE, NORTH CAROLINA.  LINE 3 IS FROM N. C. STATION
 FA2392'BANK (NEAR USC AND GS CHARLOTTE) TO USC AND GS MINT HILL.
 FA2392'
 FA2392'STATION IS 5.2 MILES EXS OF THE CENTER OF CHARLOTTE.  TO
 FA2392'REACH STATION FROM TRADE AND TRYON, GO SOUTH ON TRADE 0.60
 FA2392'MILES TO MC DOWELL ST., TURN LEFT AND GO 0.50 MILE TO E 10TH
 FA2392'ST., TURN RIGHT AND GO 0.40 MILES TO CENTRAL AVE., CONTINUE
 FA2392'EAST ON CENTRAL AVE. 3.70 MILES TO STATION ON LEFT SHOULDER OF
 FA2392'ROAD ACROSS FROM SOUTHERN BELL TEL. BLDG. AND 300 FT E OF
 FA2392'SHARON AMITY RD.
 FA2392'
 FA2392'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2392'BELL 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2392'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2392'
 FA2392'MARK IS
 FA2392'
 FA2392'66.8 FT S OF 3 NAILS IN TELEPHONE POLE 65
 FA2392'
 FA2392'53.8 FT E OF 3 NAILS IN POWER POLE END OF LINE
 FA2392'
 FA2392'19.50 FT NE OF C/L OF CENTRAL AVE.
 FA2392'
 FA2392'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2392
 FA2392                          STATION RECOVERY (1976)
 FA2392
 FA2392'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (LJZ)
 FA2392'BELL 1962 DESTROYED.
 FA2392'
 FA2392'EASTWAY DRIVE WIDENED.
 FA2392
 FA2392                          STATION RECOVERY (1981)
 FA2392
 FA2392'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RBB)
 FA2392'HIGHWAY HAS BEEN 4 LANED, STATION PROBABLY LOST.
 FA2392
 FA2392                          STATION RECOVERY (1984)
 FA2392
 FA2392'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MM)
 FA2392'BELL 1962 NOT RECOVERED.
 FA2392'
 FA2392'REFERENCE MARKS GONE - STREET WIDENED TO OVER 60 FEET - DISK
 FA2392'EITHER UNDER STREET OR DESTROYED CHARLOTTES LARGEST SHOPPING
 FA2392'NOW IN THIS QUADRANT OF INTERSECTION.
 FA2392
 FA2392                          STATION RECOVERY (1991)
 FA2392
 FA2392'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2392'MARK NOT FOUND.
 FA2392
 FA2392                          STATION RECOVERY (1998)
 FA2392
 FA2392'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2392'MARK NOT FOUND.
 FA2392
 FA2392                          STATION RECOVERY (1999)
 FA2392
 FA2392'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3258 ***********************************************************************
 FB3258  DESIGNATION -  BELL
 FB3258  PID         -  FB3258
 FB3258  STATE/COUNTY-  NC/BUNCOMBE
 FB3258  USGS QUAD   -  LEICESTER (1990)
 FB3258
 FB3258                         *CURRENT SURVEY CONTROL
 FB3258  ___________________________________________________________________
 FB3258* NAD 83(2001)-  35 38 05.46772(N)    082 40 08.99202(W)     ADJUSTED  
 FB3258* NAVD 88     -       643.0    (meters)    2110.     (feet)  VERTCON   
 FB3258  ___________________________________________________________________
 FB3258  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FB3258  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FB3258  HORZ ORDER  -  SECOND
 FB3258
 FB3258.The horizontal coordinates were established by classical geodetic methods
 FB3258.and adjusted by the National Geodetic Survey in August 2005.
 FB3258
 FB3258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3258
 FB3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3258
 FB3258.The geoid height was determined by GEOID03.
 FB3258
 FB3258;                    North         East     Units Scale Factor Converg.
 FB3258;SPC NC       -   215,229.231   277,368.076   MT  0.99989488   -2 07 03.8
 FB3258;SPC NC       -   706,131.24    909,998.43   sFT  0.99989488   -2 07 03.8
 FB3258;UTM  17      - 3,944,732.278   348,864.808   MT  0.99988148   -0 58 21.6
 FB3258
 FB3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3258!SPC NC       -   0.99990374  x   0.99989488  =   0.99979863
 FB3258!UTM  17      -   0.99990374  x   0.99988148  =   0.99978523
 FB3258
 FB3258:                Primary Azimuth Mark                     Grid Az
 FB3258:SPC NC       -  RAMSEY                                   155 46 33.7
 FB3258:UTM  17      -  RAMSEY                                   154 37 51.5
 FB3258
 FB3258|---------------------------------------------------------------------|
 FB3258| PID    Reference Object                     Distance      Geod. Az  |
 FB3258|                                                           dddmmss.s |
 FB3258| FB3265 RAMSEY                              485.993 METERS 1533929.9 |
 FB3258|---------------------------------------------------------------------|
 FB3258
 FB3258                          SUPERSEDED SURVEY CONTROL
 FB3258
 FB3258  NAD 83(1995)-  35 38 05.46819(N)    082 40 08.99200(W) AD(       ) 2
 FB3258  NAD 83(1986)-  35 38 05.47628(N)    082 40 08.99061(W) AD(       ) 2
 FB3258  NAD 27      -  35 38 05.08935(N)    082 40 09.51392(W) AD(       ) 2
 FB3258  NGVD 29 (07/19/86)  643.1    (m)         2110.     (f) VERT ANG    3  
 FB3258
 FB3258.Superseded values are not recommended for survey control.
 FB3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3258.See file dsdata.txt to determine how the superseded data were derived.
 FB3258
 FB3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4886544732(NAD 83)
 FB3258_MARKER: DE = TRAVERSE STATION DISK
 FB3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3258_STAMPING: BELL 1967
 FB3258_MARK LOGO: NCGS  
 FB3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3258+STABILITY: SURFACE MOTION
 FB3258
 FB3258  HISTORY     - Date     Condition        Report By
 FB3258  HISTORY     - 1967     MONUMENTED       NCGS
 FB3258
 FB3258                          STATION DESCRIPTION
 FB3258
 FB3258'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3258'BELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3258'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3258'
 FB3258'BELL IS LOCATED APPROXIMATELY 7.0 MILES NORTHWEST OF THE CENTER OF
 FB3258'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FB3258'NC 63 WITH US 19 AND 23, GO NORTHWEST ON NC 63 FOR 5.5 MILES TO
 FB3258'STATION, WHICH IS LOCATED ON THE NORTHEAST SHOULDER OF NC 63
 FB3258'BELOW AN 8 FOOT CUT, 0.3 MILE NORTHWEST OF INTERSECTION OF SR 1302
 FB3258'(RAMSEY RD.).
 FB3258'
 FB3258'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BELL
 FB3258'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FB3258'INCHES BELOW THE SURFACE OF THE GROUND.
 FB3258'
 FB3258'MARK IS
 FB3258'19.8 FEET NE OF
 FB3258'C/L OF NC 63,
 FB3258'26.6 FEET W OF 4 INCH PINE ON TOP
 FB3258'OF CUT, WITH ALUMINUM REF. TAG,
 FB3258'42.1 FEET S OF 4 INCH PINE ON TOP OF CUT, WITH
 FB3258'ALUMINUM REF. TAG,
 FB3258'58.2 FEET NE OF FENCE POST ON W SIDE OF NC 63, WITH ALUMINUM REF.
 FB3258'TAG, 48.9 FEET NW
 FB3258'OF 4 INCH PINE ON TOP OF CUT, WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2066 ***********************************************************************
 EA2066  DESIGNATION -  BELL
 EA2066  PID         -  EA2066
 EA2066  STATE/COUNTY-  NC/CRAVEN
 EA2066  USGS QUAD   -  HAVELOCK (1994)
 EA2066
 EA2066                         *CURRENT SURVEY CONTROL
 EA2066  ___________________________________________________________________
 EA2066* NAD 83(2001)-  34 57 56.49687(N)    076 54 53.87767(W)     ADJUSTED  
 EA2066* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 EA2066  ___________________________________________________________________
 EA2066  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EA2066  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA2066  HORZ ORDER  -  THIRD
 EA2066
 EA2066.The horizontal coordinates were established by classical geodetic methods
 EA2066.and adjusted by the National Geodetic Survey in August 2005.
 EA2066
 EA2066.The orthometric height was scaled from a topographic map.
 EA2066
 EA2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2066
 EA2066.The geoid height was determined by GEOID03.
 EA2066
 EA2066;                    North         East     Units Scale Factor Converg.
 EA2066;SPC NC       -   136,856.551   799,983.663   MT  0.99988498   +1 12 12.3
 EA2066;SPC NC       -   449,003.53  2,624,613.07   sFT  0.99988498   +1 12 12.3
 EA2066;UTM  18      - 3,870,913.314   325,172.017   MT  0.99997671   -1 05 51.8
 EA2066
 EA2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2066!SPC NC       -   1.00000514  x   0.99988498  =   0.99989012
 EA2066!UTM  18      -   1.00000514  x   0.99997671  =   0.99998185
 EA2066
 EA2066:                Primary Azimuth Mark                     Grid Az
 EA2066:SPC NC       -  DIXON                                    349 10 39.1
 EA2066:UTM  18      -  DIXON                                    351 28 43.2
 EA2066
 EA2066|---------------------------------------------------------------------|
 EA2066| PID    Reference Object                     Distance      Geod. Az  |
 EA2066|                                                           dddmmss.s |
 EA2066| EY3713 DIXON                               APPROX. 7.0 KM 3502251.4 |
 EA2066|---------------------------------------------------------------------|
 EA2066
 EA2066                          SUPERSEDED SURVEY CONTROL
 EA2066
 EA2066  NAD 83(1986)-  34 57 56.50750(N)    076 54 53.88728(W) AD(       ) 3
 EA2066  NAD 27      -  34 57 55.93100(N)    076 54 55.09200(W) AD(       ) 3
 EA2066
 EA2066.Superseded values are not recommended for survey control.
 EA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2066.See file dsdata.txt to determine how the superseded data were derived.
 EA2066
 EA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2517270913(NAD 83)
 EA2066_MARKER: DS = TRIANGULATION STATION DISK
 EA2066_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2066_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2066_STAMPING: BELL 1935
 EA2066_MARK LOGO: CGS   
 EA2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2066
 EA2066  HISTORY     - Date     Condition        Report By
 EA2066  HISTORY     - 1935     MONUMENTED       CGS
 EA2066  HISTORY     - 1948     MARK NOT FOUND   CGS
 EA2066
 EA2066                          STATION DESCRIPTION
 EA2066
 EA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA2066'STATION IS ON THE S SHORE OF NEUSE RIVER, ABOUT 1-1/2 MILES NW OF
 EA2066'THE ENTRANCE TO SLOCUM CREEK.  THE STATION IS ON A LOW STRIP OF
 EA2066'SHORE LINE THAT IS COVERED WITH TALL GRASS.  IT IS 12 FEET BACK
 EA2066'FROM THE GENERAL TREND OF THE SHORE LINE, BUT ABOUT 30 FEET BACK
 EA2066'FROM THE TIP OF A SMALL MARSH POINT MAKING OUT DIRECTLY IN FRONT
 EA2066'OF IT.  A FRINGE OF WOODS IS ABOUT 75 FEET BEHIND THE STATION.
 EA2066'
 EA2066'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EA2066'AT THE CENTER OF THE TOP OF TILE.
 EA2066
 EA2066                          STATION RECOVERY (1948)
 EA2066
 EA2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EA2066'STATION AND REFERENCE MARK LOST.  ENTIRE MARSH AREA SURROUNDING
 EA2066'PLOTTED POSITION OF STATION HAS ERODED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2884 ***********************************************************************
 EY2884  DESIGNATION -  BELL
 EY2884  PID         -  EY2884
 EY2884  STATE/COUNTY-  NC/WAYNE
 EY2884  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY2884
 EY2884                         *CURRENT SURVEY CONTROL
 EY2884  ___________________________________________________________________
 EY2884* NAD 83(2001)-  35 24 39.57764(N)    077 55 25.75598(W)     ADJUSTED  
 EY2884* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 EY2884  ___________________________________________________________________
 EY2884  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EY2884  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EY2884  HORZ ORDER  -  SECOND
 EY2884
 EY2884.The horizontal coordinates were established by classical geodetic methods
 EY2884.and adjusted by the National Geodetic Survey in August 2005.
 EY2884
 EY2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2884
 EY2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2884
 EY2884.The geoid height was determined by GEOID03.
 EY2884
 EY2884;                    North         East     Units Scale Factor Converg.
 EY2884;SPC NC       -   184,784.147   707,335.877   MT  0.99987644   +0 37 16.1
 EY2884;SPC NC       -   606,245.99  2,320,651.12   sFT  0.99987644   +0 37 16.1
 EY2884;UTM  18      - 3,922,549.544   234,499.237   MT  1.00046878   -1 41 42.6
 EY2884;UTM  17      - 3,922,969.806   779,340.069   MT  1.00056173   +1 47 01.0
 EY2884
 EY2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2884!SPC NC       -   0.99999960  x   0.99987644  =   0.99987604
 EY2884!UTM  18      -   0.99999960  x   1.00046878  =   1.00046838
 EY2884!UTM  17      -   0.99999960  x   1.00056173  =   1.00056133
 EY2884
 EY2884|---------------------------------------------------------------------|
 EY2884| PID    Reference Object                     Distance      Geod. Az  |
 EY2884|                                                           dddmmss.s |
 EY2884| EY2885 HEZEKIAH                            393.132 METERS 29350     |
 EY2884|---------------------------------------------------------------------|
 EY2884
 EY2884                          SUPERSEDED SURVEY CONTROL
 EY2884
 EY2884  NAD 83(1986)-  35 24 39.58647(N)    077 55 25.76413(W) AD(       ) 2
 EY2884  NAD 27      -  35 24 39.00419(N)    077 55 26.81732(W) AD(       ) 2
 EY2884  NGVD 29 (07/19/86)   38.0    (m)          125.     (f) VERT ANG    3  
 EY2884
 EY2884.Superseded values are not recommended for survey control.
 EY2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2884.See file dsdata.txt to determine how the superseded data were derived.
 EY2884
 EY2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3449922550(NAD 83)
 EY2884_MARKER: DE = TRAVERSE STATION DISK
 EY2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2884_STAMPING: BELL 1976
 EY2884_MARK LOGO: NCGS  
 EY2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2884+STABILITY: SURFACE MOTION
 EY2884
 EY2884  HISTORY     - Date     Condition        Report By
 EY2884  HISTORY     - 1976     MONUMENTED       NCGS
 EY2884  HISTORY     - 1987     GOOD             USPSQD
 EY2884
 EY2884                          STATION DESCRIPTION
 EY2884
 EY2884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2884'BELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2884'THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2884'
 EY2884'BELL IS LOCATED APPROXIMATELY 4.4 MILES ENE OF GOLDSBORO.  TO
 EY2884'REACH STATION FROM THE SR 1556 (WAYNE MEMORIAL DRIVE) OVERPASS
 EY2884'OF U.S. 13 - U.S. 70 BYPASS IN NORTHEAST SECTION OF GOLDSBORO,
 EY2884'PROCEED NORTHEASTERLY ALONG SR 1556 FOR 2.25 MILES TO SR 1571
 EY2884'AT LANGSTON CROSSROADS, THENCE EASTERLY ALONG SR 1571 FOR 0.9
 EY2884'MILE TO STATION ON LEFT, AT T.P. JUNCTION BOX 98 NEAR A TOBACCO
 EY2884'BARN AND 0.1 MILE EASTERLY OF SR 1570 CROSSROADS.
 EY2884'
 EY2884'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2884'BELL 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY2884'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2884'
 EY2884'MARK IS 31.0 FT NE OF C/L SR 1571
 EY2884'
 EY2884'187.3 FT NW OF C/L OF A CONCRETE DRIVE AT THE HAMILTON RESIDENCE
 EY2884'
 EY2884'74.3 FT E OF SOUTHEAST END OF A 15 INCH PIPE UNDER DRIVE ACROSS
 EY2884'HIGHWAY
 EY2884'
 EY2884'2.7 FT N OF A T.P. PEDESTAL 98
 EY2884'
 EY2884'171.3 FT NW OF A POWER POLE WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2884'
 EY2884'170.7 FT E OF A POWER POLE WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2884
 EY2884                          STATION RECOVERY (1987)
 EY2884
 EY2884'RECOVERY NOTE BY US POWER SQUADRON 1987 (GTE)
 EY2884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3553 ***********************************************************************
 FY3553  DESIGNATION -  BELL
 FY3553  PID         -  FY3553
 FY3553  STATE/COUNTY-  NC/GUILFORD
 FY3553  USGS QUAD   -  GREENSBORO (1994)
 FY3553
 FY3553                         *CURRENT SURVEY CONTROL
 FY3553  ___________________________________________________________________
 FY3553* NAD 83(2007)-  36 05 14.73584(N)    079 45 57.85915(W)     ADJUSTED  
 FY3553* NAVD 88     -       236.2    (meters)     775.     (feet)  GPS OBS   
 FY3553  ___________________________________________________________________
 FY3553  EPOCH DATE  -        2002.00
 FY3553  X           -     916,845.483 (meters)                     COMP
 FY3553  Y           -  -5,078,356.855 (meters)                     COMP
 FY3553  Z           -   3,736,156.448 (meters)                     COMP
 FY3553  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 FY3553  ELLIP HEIGHT-         205.392 (meters)          (02/10/07) ADJUSTED
 FY3553  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FY3553
 FY3553  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3553  Type    PID    Designation                      North   East  Ellip
 FY3553  -------------------------------------------------------------------
 FY3553  NETWORK FY3553 BELL                              0.49   0.39   0.88
 FY3553  -------------------------------------------------------------------
 FY3553
 FY3553.The horizontal coordinates were established by GPS observations
 FY3553.and adjusted by the National Geodetic Survey in February 2007.
 FY3553
 FY3553.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3553.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3553.The horizontal coordinates are valid at the epoch date displayed above.
 FY3553.The epoch date for horizontal control is a decimal equivalence
 FY3553.of Year/Month/Day.
 FY3553
 FY3553.The orthometric height was determined by GPS observations and a
 FY3553.high-resolution geoid model.
 FY3553
 FY3553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3553
 FY3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3553
 FY3553.The ellipsoidal height was determined by GPS observations
 FY3553.and is referenced to NAD 83.
 FY3553
 FY3553.The geoid height was determined by GEOID03.
 FY3553
 FY3553;                    North         East     Units Scale Factor Converg.
 FY3553;SPC NC       -   259,567.459   540,607.807   MT  0.99997885   -0 26 31.8
 FY3553;SPC NC       -   851,597.57  1,773,644.11   sFT  0.99997885   -0 26 31.8
 FY3553;UTM  17      - 3,994,350.081   611,090.772   MT  0.99975206   +0 43 36.8
 FY3553
 FY3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3553!SPC NC       -   0.99996777  x   0.99997885  =   0.99994662
 FY3553!UTM  17      -   0.99996777  x   0.99975206  =   0.99971983
 FY3553
 FY3553:                Primary Azimuth Mark                     Grid Az
 FY3553:SPC NC       -  KENNY                                    002 22 04.8
 FY3553:UTM  17      -  KENNY                                    001 11 56.2
 FY3553
 FY3553|---------------------------------------------------------------------|
 FY3553| PID    Reference Object                     Distance      Geod. Az  |
 FY3553|                                                           dddmmss.s |
 FY3553| FY3597 KENNY                               APPROX. 1.2 KM 0015533.0 |
 FY3553|---------------------------------------------------------------------|
 FY3553
 FY3553                          SUPERSEDED SURVEY CONTROL
 FY3553
 FY3553  NAD 83(2001)-  36 05 14.73620(N)    079 45 57.85878(W) AD(       ) 1
 FY3553  ELLIP H (03/13/03)  205.391  (m)                       GP(       ) 4 2
 FY3553  NAD 83(1986)-  36 05 14.74263(N)    079 45 57.86519(W) AD(       ) 1
 FY3553  NAD 83(1993)-  36 05 14.74440(N)    079 45 57.86822(W) AD(       ) 2
 FY3553  NAD 83(1986)-  36 05 14.74517(N)    079 45 57.86913(W) AD(       ) 2
 FY3553  NAD 27      -  36 05 14.26091(N)    079 45 58.76116(W) AD(       ) 2
 FY3553  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG    3  
 FY3553
 FY3553.Superseded values are not recommended for survey control.
 FY3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3553.See file dsdata.txt to determine how the superseded data were derived.
 FY3553
 FY3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1109194350(NAD 83)
 FY3553_MARKER: DE = TRAVERSE STATION DISK
 FY3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3553_STAMPING: BELL 1963
 FY3553_MARK LOGO: NCGS  
 FY3553_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3553+STABILITY: SURFACE MOTION
 FY3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3553+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 FY3553
 FY3553  HISTORY     - Date     Condition        Report By
 FY3553  HISTORY     - 1963     MONUMENTED       NCGS
 FY3553  HISTORY     - 1988     GOOD             USPSQD
 FY3553  HISTORY     - 19940125 GOOD             NCGS
 FY3553  HISTORY     - 20050307 GOOD             USPSQD
 FY3553  HISTORY     - 20060802 GOOD             USPSQD
 FY3553
 FY3553                          STATION DESCRIPTION
 FY3553
 FY3553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3553'BELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3553'NORTH CAROLINA.  STATION IS 1.8 MILES NE OF GREENSBORO, LOCATED AT
 FY3553'THE SE CORNER OF BRIDGE ON E. WENDOVER AVE. AND OVER U.S. 29
 FY3553'BY-PASS ON S. SIDE OF E. WENDOVER AVE.
 FY3553'
 FY3553'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3553'BELL 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY3553'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3553'
 FY3553'MARK IS
 FY3553'
 FY3553'24.0 FT E OF NC CORNER OF S RAIL OF BRIDGE OF E BOUND LANE
 FY3553'
 FY3553'51.1 FT SE OF SE CORNER OF NORTH RAIL OF BRIDGE OF E BOUND LANE
 FY3553'
 FY3553'29.6 FT E OF NE CORNER OF SIDEWALK ON E BOUND LANE
 FY3553'
 FY3553'5.4 FT S OF S CURB ON THE E BOUND LANE
 FY3553'
 FY3553'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3553
 FY3553                          STATION RECOVERY (1988)
 FY3553
 FY3553'RECOVERY NOTE BY US POWER SQUADRON 1988 (WBW)
 FY3553'RECOVERED IN GOOD CONDITION.
 FY3553
 FY3553                          STATION RECOVERY (1994)
 FY3553
 FY3553'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (LWA)
 FY3553'RECOVERED AS DESCRIBED.  STATION IS NOW IN A METER TYPE BOX WITH A
 FY3553'METAL COVER (GREENSBORO PTP).  NCGS STATION--PROXI 1994--IS VISIBLE
 FY3553'AND IT ALSO SEES THE--WPET MAST--AND THE--WFMY MAST--.
 FY3553
 FY3553                          STATION RECOVERY (2005)
 FY3553
 FY3553'RECOVERY NOTE BY US POWER SQUADRON 2005 (PDL)
 FY3553'RECOVERED IN GOOD CONDITION.
 FY3553
 FY3553                          STATION RECOVERY (2006)
 FY3553
 FY3553'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY3553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2633 ***********************************************************************
 DD2633  DESIGNATION -  BELL
 DD2633  PID         -  DD2633
 DD2633  STATE/COUNTY-  NC/BRUNSWICK
 DD2633  USGS QUAD   -  CALABASH (1990)
 DD2633
 DD2633                         *CURRENT SURVEY CONTROL
 DD2633  ___________________________________________________________________
 DD2633* NAD 83(2001)-  33 56 23.97061(N)    078 32 43.89027(W)     ADJUSTED  
 DD2633* NAVD 88     -        11.7    (meters)      38.     (feet)  VERTCON   
 DD2633  ___________________________________________________________________
 DD2633  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DD2633  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DD2633  HORZ ORDER  -  SECOND
 DD2633
 DD2633.The horizontal coordinates were established by classical geodetic methods
 DD2633.and adjusted by the National Geodetic Survey in August 2005.
 DD2633
 DD2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2633
 DD2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2633
 DD2633.The geoid height was determined by GEOID03.
 DD2633
 DD2633;                    North         East     Units Scale Factor Converg.
 DD2633;SPC NC       -    21,173.619   651,622.694   MT  1.00013211   +0 15 44.3
 DD2633;SPC NC       -    69,467.12  2,137,865.46   sFT  1.00013211   +0 15 44.3
 DD2633;UTM  17      - 3,758,216.316   726,851.037   MT  1.00023443   +1 22 15.5
 DD2633
 DD2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2633!SPC NC       -   1.00000371  x   1.00013211  =   1.00013582
 DD2633!UTM  17      -   1.00000371  x   1.00023443  =   1.00023814
 DD2633
 DD2633:                Primary Azimuth Mark                     Grid Az
 DD2633:SPC NC       -  SLADE                                    078 59 59.0
 DD2633:UTM  17      -  SLADE                                    077 53 27.8
 DD2633
 DD2633|---------------------------------------------------------------------|
 DD2633| PID    Reference Object                     Distance      Geod. Az  |
 DD2633|                                                           dddmmss.s |
 DD2633| DD2634 SLADE                               APPROX. 1.7 KM 0791543.3 |
 DD2633|---------------------------------------------------------------------|
 DD2633
 DD2633                          SUPERSEDED SURVEY CONTROL
 DD2633
 DD2633  NAD 83(1986)-  33 56 23.97919(N)    078 32 43.89539(W) AD(       ) 2
 DD2633  NAD 27      -  33 56 23.36069(N)    078 32 44.86126(W) AD(       ) 2
 DD2633  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG    3  
 DD2633
 DD2633.Superseded values are not recommended for survey control.
 DD2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2633.See file dsdata.txt to determine how the superseded data were derived.
 DD2633
 DD2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2685158216(NAD 83)
 DD2633_MARKER: DE = TRAVERSE STATION DISK
 DD2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2633_STAMPING: BELL 1975
 DD2633_MARK LOGO: NCGS  
 DD2633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2633+STABILITY: SURFACE MOTION
 DD2633
 DD2633  HISTORY     - Date     Condition        Report By
 DD2633  HISTORY     - 1975     MONUMENTED       NCGS
 DD2633  HISTORY     - 1987     GOOD             USPSQD
 DD2633  HISTORY     - 1987     GOOD             USPSQD
 DD2633  HISTORY     - 1988     GOOD             USPSQD
 DD2633  HISTORY     - 19910427 GOOD             USPSQD
 DD2633  HISTORY     - 19980916 SEE DESCRIPTION  NCGS
 DD2633  HISTORY     - 19980928 MARK NOT FOUND   NCGS
 DD2633
 DD2633                          STATION DESCRIPTION
 DD2633
 DD2633'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 DD2633'BELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 DD2633'THE VICINITY OF SHALLOTTE, NORTH CAROLINA.
 DD2633'
 DD2633'BELL IS LOCATED APPROXIMATELY 9.8 MILES WSW OF SHALLOTTE.  TO
 DD2633'REACH STATION FROM INTERSECTION OF NC 904 WITH U.S. 17 AT
 DD2633'GRISSETTOWN, PROCEED WSW ALONG U.S. 17 FOR 2.6 MILES TO STATION ON
 DD2633'THE LEFT SHOULDER, AT THE WEST SIDE OF A DIRT DRIVEWAY LEADING
 DD2633'SOUTH TO A ONE STORY WHITE SHINGLED HOUSE, AND 0.55 MILE ENE OF
 DD2633'THE INTERSECTION WITH SR 1165 AND SR 1304 AT THOMASBORO
 DD2633'CROSSROADS.
 DD2633'
 DD2633'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELL
 DD2633'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 DD2633'INCHES BELOW THE SURFACE OF THE GROUND.
 DD2633'
 DD2633'MARK IS 23.1 FT S OF C/L OF U.S. 17
 DD2633'
 DD2633'17.3 FT W OF C/L OF DRIVEWAY
 DD2633'
 DD2633'138.5 FT NNW OF NE CORNER OF SHINGLED HOUSE
 DD2633'
 DD2633'181.6 FT SE OF SE CORNER OF ONE STORY WHITE BLOCK HOUSE
 DD2633'
 DD2633'62.9 FT NE OF PP WITH ALUMINUM REF. TAG
 DD2633
 DD2633                          STATION RECOVERY (1987)
 DD2633
 DD2633'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 DD2633'RECOVERED IN GOOD CONDITION.
 DD2633
 DD2633                          STATION RECOVERY (1987)
 DD2633
 DD2633'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 DD2633'RECOVERED IN GOOD CONDITION.
 DD2633
 DD2633                          STATION RECOVERY (1988)
 DD2633
 DD2633'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 DD2633'RECOVERED IN GOOD CONDITION.
 DD2633
 DD2633                          STATION RECOVERY (1991)
 DD2633
 DD2633'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAW)
 DD2633'RECOVERED IN GOOD CONDITION.
 DD2633
 DD2633                          STATION RECOVERY (1998)
 DD2633
 DD2633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD2633'NOT FOUND, MAY STILL EXIST.  REFERENCE DISTANCE FOR CENTERLINE OF US
 DD2633'17 FALLS IN PAVEMENT AREA OF THE CROSS-OVER TURNING LANE.
 DD2633
 DD2633                          STATION RECOVERY (1998)
 DD2633
 DD2633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD2633'NOT FOUND, MAY STILL EXIST.  REFERENCE DISTANCE FOR CENTERLINE OF US
 DD2633'17 FALLS IN PAVEMENT AREA OF THE CROSS-OVER TURNING LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1711 ***********************************************************************
 FW1711  DESIGNATION -  BELL
 FW1711  PID         -  FW1711
 FW1711  STATE/COUNTY-  NC/CURRITUCK
 FW1711  USGS QUAD   -  JARVISBURG (1982)
 FW1711
 FW1711                         *CURRENT SURVEY CONTROL
 FW1711  ___________________________________________________________________
 FW1711* NAD 83(2001)-  36 11 13.68717(N)    075 51 50.34603(W)     ADJUSTED  
 FW1711* NAVD 88     -         5.5    (meters)      18.     (feet)  VERTCON   
 FW1711  ___________________________________________________________________
 FW1711  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FW1711  GEOID HEIGHT-         -38.78  (meters)                     GEOID03
 FW1711  HORZ ORDER  -  SECOND
 FW1711
 FW1711.The horizontal coordinates were established by classical geodetic methods
 FW1711.and adjusted by the National Geodetic Survey in August 2005.
 FW1711
 FW1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1711
 FW1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1711
 FW1711.The geoid height was determined by GEOID03.
 FW1711
 FW1711;                    North         East     Units Scale Factor Converg.
 FW1711;SPC NC       -   274,820.280   891,641.074   MT  1.00000578   +1 48 36.1
 FW1711;SPC NC       -   901,639.54  2,925,325.76   sFT  1.00000578   +1 48 36.1
 FW1711;UTM  18      - 4,005,050.662   422,314.572   MT  0.99967436   -0 30 36.5
 FW1711
 FW1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1711!SPC NC       -   1.00000523  x   1.00000578  =   1.00001101
 FW1711!UTM  18      -   1.00000523  x   0.99967436  =   0.99967959
 FW1711
 FW1711                          SUPERSEDED SURVEY CONTROL
 FW1711
 FW1711  NAD 83(1993)-  36 11 13.69772(N)    075 51 50.35796(W) AD(       ) 2
 FW1711  NAD 83(1986)-  36 11 13.70027(N)    075 51 50.37145(W) AD(       ) 2
 FW1711  NGVD 29 (11/01/90)    5.7    (m)           19.     (f) VERT ANG    3  
 FW1711
 FW1711.Superseded values are not recommended for survey control.
 FW1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1711.See file dsdata.txt to determine how the superseded data were derived.
 FW1711
 FW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2231505051(NAD 83)
 FW1711_MARKER: DE = TRAVERSE STATION DISK
 FW1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1711_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1711+STABILITY: SURFACE MOTION
 FW1711
 FW1711  HISTORY     - Date     Condition        Report By
 FW1711  HISTORY     - 1978     MONUMENTED       NCGS
 FW1711
 FW1711                          STATION DESCRIPTION
 FW1711
 FW1711'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1711'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH OF JARVISBURG
 FW1711'AND 1.8 MILES NORTH OF POWELLS POINT.
 FW1711'
 FW1711'THE STATION IS LOCATED ALONG US 158, 1.75 MILE NORTH FROM SR 1120 AND
 FW1711'POWELLS POINT POST OFFICE, ON GROUNDS OF CORINTH BAPTIST CHURCH.
 FW1711'
 FW1711'STATION MARK IS A STANDARD DISK STAMPED---BELL 1978---SET IN TOP OF A
 FW1711'10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.  MARK IS 39.7
 FW1711'FEET WEST OF CENTERLINE OF US 158, 107.8 FEET NORTH OF POWER POLE
 FW1711'Q1532 WITH REFERENCE TAG, 89.1 FEET SOUTH OF POWER POLE 266 WITH
 FW1711'REFERENCE TAG, 79.5 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF CHURCH
 FW1711'SIGN, 83.1 FEET SOUTHEAST OF 20 INCH OAK WITH REFERENCE TAG AND 102.0
 FW1711'FEET NORTHEAST OF NORTHEAST CORNER OF CHURCH.
 FW1711'
 FW1711'STATION WAS RECOVERED IN GOOD CONDITION IN 1980 BY NCDOT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3788 ***********************************************************************
 EB3788  DESIGNATION -  BELL
 EB3788  PID         -  EB3788
 EB3788  STATE/COUNTY-  NC/ROBESON
 EB3788  USGS QUAD   -  MAXTON (1982)
 EB3788
 EB3788                         *CURRENT SURVEY CONTROL
 EB3788  ___________________________________________________________________
 EB3788* NAD 83(2001)-  34 43 19.94429(N)    079 21 11.52407(W)     ADJUSTED  
 EB3788* NAVD 88     -        57.6    (meters)     189.     (feet)  VERTCON   
 EB3788  ___________________________________________________________________
 EB3788  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 EB3788  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 EB3788  HORZ ORDER  -  SECOND
 EB3788
 EB3788.The horizontal coordinates were established by classical geodetic methods
 EB3788.and adjusted by the National Geodetic Survey in August 2005.
 EB3788
 EB3788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3788
 EB3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3788
 EB3788.The geoid height was determined by GEOID03.
 EB3788
 EB3788;                    North         East     Units Scale Factor Converg.
 EB3788;SPC NC       -   107,905.532   577,252.364   MT  0.99991501   -0 12 13.9
 EB3788;SPC NC       -   354,020.07  1,893,868.80   sFT  0.99991501   -0 12 13.9
 EB3788;UTM  17      - 3,843,472.051   650,786.565   MT  0.99988024   +0 56 17.5
 EB3788
 EB3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3788!SPC NC       -   0.99999609  x   0.99991501  =   0.99991110
 EB3788!UTM  17      -   0.99999609  x   0.99988024  =   0.99987633
 EB3788
 EB3788                          SUPERSEDED SURVEY CONTROL
 EB3788
 EB3788  NAD 83(1986)-  34 43 19.95723(N)    079 21 11.52582(W) AD(       ) 2
 EB3788  NGVD 29 (04/22/91)   57.9    (m)          190.     (f) VERT ANG    3  
 EB3788
 EB3788.Superseded values are not recommended for survey control.
 EB3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3788.See file dsdata.txt to determine how the superseded data were derived.
 EB3788
 EB3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5078743472(NAD 83)
 EB3788_MARKER: DE = TRAVERSE STATION DISK
 EB3788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3788_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3788+STABILITY: SURFACE MOTION
 EB3788
 EB3788  HISTORY     - Date     Condition        Report By
 EB3788  HISTORY     - 1977     MONUMENTED       NCGS
 EB3788
 EB3788                          STATION DESCRIPTION
 EB3788
 EB3788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3788'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTH-SOUTHWEST OF
 EB3788'MAXTON AND 5.8 MILES NORTH OF RAEMON.
 EB3788'
 EB3788'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 130 PATTERSON
 EB3788'STREET IN MAXTON, PROCEED SOUTHERLY ALONG NC 130 FOR 0.95 MILE TO SR
 EB3788'1109 ON RIGHT AND STATION IN SHOULDER ON SOUTHWEST SIDE OF
 EB3788'INTERSECTION.
 EB3788'
 EB3788'STATION MARK IS A STANDARD DISK STAMPED---BELL 1977---SET IN THE TOP
 EB3788'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3788'THE MARK IS 22.3 FEET WEST OF CENTERLINE OF NC 130, 48.6 FEET SOUTH
 EB3788'OF CENTERLINE OF SR 1109, 84.9 FEET NORTH OF NORTH END OF CULVERT
 EB3788'UNDER DRIVEWAY, 75.4 FEET WEST OF POWER POLE 3 WITH REFERENCE TAG AND
 EB3788'44.3 FEET SOUTHEAST OF STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4156 ***********************************************************************
 FB4156  DESIGNATION -  BELL
 FB4156  PID         -  FB4156
 FB4156  STATE/COUNTY-  NC/HENDERSON
 FB4156  USGS QUAD   -  ZIRCONIA (1991)
 FB4156
 FB4156                         *CURRENT SURVEY CONTROL
 FB4156  ___________________________________________________________________
 FB4156* NAD 83(2007)-  35 13 02.13005(N)    082 29 38.47323(W)     ADJUSTED  
 FB4156* NAVD 88     -       846.6    (meters)    2778.     (feet)  VERTCON   
 FB4156  ___________________________________________________________________
 FB4156  EPOCH DATE  -        2002.00
 FB4156  X           -     681,525.128 (meters)                     COMP
 FB4156  Y           -  -5,172,525.754 (meters)                     COMP
 FB4156  Z           -   3,658,055.352 (meters)                     COMP
 FB4156  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 FB4156  ELLIP HEIGHT-         815.910 (meters)          (02/10/07) ADJUSTED
 FB4156  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FB4156
 FB4156  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4156  Type    PID    Designation                      North   East  Ellip
 FB4156  -------------------------------------------------------------------
 FB4156  NETWORK FB4156 BELL                              0.49   0.49   1.02
 FB4156  -------------------------------------------------------------------
 FB4156
 FB4156.The horizontal coordinates were established by GPS observations
 FB4156.and adjusted by the National Geodetic Survey in February 2007.
 FB4156
 FB4156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4156.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4156.The horizontal coordinates are valid at the epoch date displayed above.
 FB4156.The epoch date for horizontal control is a decimal equivalence
 FB4156.of Year/Month/Day.
 FB4156
 FB4156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4156
 FB4156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4156
 FB4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4156
 FB4156.The ellipsoidal height was determined by GPS observations
 FB4156.and is referenced to NAD 83.
 FB4156
 FB4156.The geoid height was determined by GEOID03.
 FB4156
 FB4156;                    North         East     Units Scale Factor Converg.
 FB4156;SPC NC       -   168,359.966   291,590.002   MT  0.99987277   -2 00 59.9
 FB4156;SPC NC       -   552,360.99    956,658.20   sFT  0.99987277   -2 00 59.9
 FB4156;SPC SC       -   376,285.845   473,558.174   MT  1.00015918   -0 49 41.8
 FB4156;SPC SC       - 1,234,533.61  1,553,668.55   iFT  1.00015918   -0 49 41.8
 FB4156;UTM  17      - 3,898,159.106   364,024.293   MT  0.99982786   -0 51 42.1
 FB4156
 FB4156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4156!SPC NC       -   0.99987195  x   0.99987277  =   0.99974473
 FB4156!SPC SC       -   0.99987195  x   1.00015918  =   1.00003111
 FB4156!UTM  17      -   0.99987195  x   0.99982786  =   0.99969983
 FB4156
 FB4156                          SUPERSEDED SURVEY CONTROL
 FB4156
 FB4156  NAD 83(2001)-  35 13 02.12977(N)    082 29 38.47330(W) AD(       ) 2
 FB4156  ELLIP H (03/13/03)  815.921  (m)                       GP(       ) 4 2
 FB4156  NAD 83(1986)-  35 13 02.13567(N)    082 29 38.47051(W) AD(       ) 2
 FB4156  NAD 83(1986)-  35 13 02.13567(N)    082 29 38.47051(W) AD(       ) 1
 FB4156  NGVD 29 (11/15/93)  846.6    (m)         2778.     (f) GPS OBS     3  
 FB4156
 FB4156.Superseded values are not recommended for survey control.
 FB4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4156.See file dsdata.txt to determine how the superseded data were derived.
 FB4156
 FB4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6402498159(NAD 83)
 FB4156_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4156_SP_SET: CONCRETE POST
 FB4156_STAMPING: BELL 1990
 FB4156_MARK LOGO: NCGS  
 FB4156_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4156+STABILITY: SURFACE MOTION
 FB4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4156+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 FB4156
 FB4156  HISTORY     - Date     Condition        Report By
 FB4156  HISTORY     - 1990     MONUMENTED       NCGS
 FB4156  HISTORY     - 19910430 GOOD
 FB4156
 FB4156                          STATION DESCRIPTION
 FB4156
 FB4156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4156'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 FB4156'HENDERSONVILLE AND 3.6 MI (5.8 KM) WEST OF TUXEDO AT THE MOUNTIAN
 FB4156'VALLEY BAPTIST CHURCH.
 FB4156'PROCEED ALONG SR 1106 (GREEN RIVER ROAD) FOR 1.1 MI (1.8 KM)
 FB4156'WEST-SOUTHWEST FROM THE US 25 OVERPASS (NEAR TUXEDO), THENCE NORTHWEST
 FB4156'ALONG SR 1109 (CABIN CREEK ROAD) FOR 2.5 MI (4.0 KM) TO CHURCH AND
 FB4156'STATION.
 FB4156'MARK IS ABOUT 3 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED
 FB4156'42.0 FT (12.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 131.7
 FB4156'FT (40.1 M) EAST OF THE CENTERLINE OF SR 1287, 81.5 FT (24.8 M)
 FB4156'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BRICK CHURCH, AND 79.5 FT
 FB4156'(24.2 M) WEST-NORTHWEST OF PAVED CHURCH DRIVEWAY.
 FB4156
 FB4156                          STATION RECOVERY (1991)
 FB4156
 FB4156'RECOVERED 1991
 FB4156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8505 ***********************************************************************
 AF8505  DESIGNATION -  BELL
 AF8505  PID         -  AF8505
 AF8505  STATE/COUNTY-  NC/BERTIE
 AF8505  USGS QUAD   -  KELFORD (1973)
 AF8505
 AF8505                         *CURRENT SURVEY CONTROL
 AF8505  ___________________________________________________________________
 AF8505* NAD 83(2007)-  36 12 09.50360(N)    077 14 03.48812(W)     ADJUSTED  
 AF8505* NAVD 88     -        27.3    (meters)      90.     (feet)  GPS OBS   
 AF8505  ___________________________________________________________________
 AF8505  EPOCH DATE  -        2002.00
 AF8505  X           -   1,138,574.272 (meters)                     COMP
 AF8505  Y           -  -5,025,377.558 (meters)                     COMP
 AF8505  Z           -   3,746,354.554 (meters)                     COMP
 AF8505  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AF8505  ELLIP HEIGHT-          -7.687 (meters)          (02/10/07) ADJUSTED
 AF8505  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 AF8505
 AF8505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8505  Type    PID    Designation                      North   East  Ellip
 AF8505  -------------------------------------------------------------------
 AF8505  NETWORK AF8505 BELL                              0.43   0.41   1.18
 AF8505  -------------------------------------------------------------------
 AF8505
 AF8505.The horizontal coordinates were established by GPS observations
 AF8505.and adjusted by the National Geodetic Survey in February 2007.
 AF8505
 AF8505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8505.The horizontal coordinates are valid at the epoch date displayed above.
 AF8505.The epoch date for horizontal control is a decimal equivalence
 AF8505.of Year/Month/Day.
 AF8505
 AF8505.The orthometric height was determined by GPS observations and a
 AF8505.high-resolution geoid model.
 AF8505
 AF8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8505
 AF8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8505
 AF8505.The ellipsoidal height was determined by GPS observations
 AF8505.and is referenced to NAD 83.
 AF8505
 AF8505.The geoid height was determined by GEOID03.
 AF8505
 AF8505;                    North         East     Units Scale Factor Converg.
 AF8505;SPC NC       -   273,497.622   768,388.009   MT  1.00001024   +1 01 08.8
 AF8505;SPC NC       -   897,300.11  2,520,952.99   sFT  1.00001024   +1 01 08.8
 AF8505;UTM  18      - 4,008,738.543   299,128.557   MT  1.00009718   -1 19 12.4
 AF8505
 AF8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8505!SPC NC       -   1.00000121  x   1.00001024  =   1.00001145
 AF8505!UTM  18      -   1.00000121  x   1.00009718  =   1.00009839
 AF8505
 AF8505                          SUPERSEDED SURVEY CONTROL
 AF8505
 AF8505  NAD 83(2001)-  36 12 09.50417(N)    077 14 03.48790(W) AD(       ) 1
 AF8505  ELLIP H (03/13/03)   -7.687  (m)                       GP(       ) 4 2
 AF8505  NAD 83(1986)-  36 12 09.51152(N)    077 14 03.50012(W) AD(       ) 1
 AF8505
 AF8505.Superseded values are not recommended for survey control.
 AF8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8505.See file dsdata.txt to determine how the superseded data were derived.
 AF8505
 AF8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9912908739(NAD 83)
 AF8505_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8505_STAMPING: BELL 1987
 AF8505_MARK LOGO: NCGS  
 AF8505_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8505+STABILITY: SURFACE MOTION
 AF8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8505+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1993
 AF8505
 AF8505  HISTORY     - Date     Condition        Report By
 AF8505  HISTORY     - 1987     MONUMENTED       NCGS
 AF8505  HISTORY     - 19930330 GOOD             NCGS
 AF8505
 AF8505                          STATION DESCRIPTION
 AF8505
 AF8505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8505'STATION IS LOCATED IN ROXOBEL, IN THE NORTHWEST QUADRANT OF THE
 AF8505'RAILROAD GRADE CROSSING OF SR 1205 (CEMETERY ROAD). MARK IS RECESSED 6
 AF8505'INCHES BELOW GROUND AND 1 FOOT (0.3 M) LOWER THAN THE CROSSING.
 AF8505'LOCATED 14.0 FT (4.3 M) WEST OF THE CENTERLINE OF THE ROAD, 7.6 FT
 AF8505'(2.3 M) EAST-NORTHEAST OF THE EAST RAIL, 42.0 FT (12.8 M)
 AF8505'NORTH-NORTHWEST OF THE CENTERLINE OF THE CROSSING, 9.5 FT (2.9 M)
 AF8505'SOUTH OF A METAL CROSSING SIGNAL POLE, 18.1 FT (5.5 M) SOUTH OF THE
 AF8505'EAST END OF A CONCRETE RAILROAD CULVERT, AND 32.8 FT (10.0 M)
 AF8505'WEST-NORTHWEST OF A FIRE HYDRANT.
 AF8505
 AF8505                          STATION RECOVERY (1993)
 AF8505
 AF8505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AF8505'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4652 ***********************************************************************
 AH4652  DESIGNATION -  BELL
 AH4652  PID         -  AH4652
 AH4652  STATE/COUNTY-  NC/JONES
 AH4652  USGS QUAD   -  COMFORT (1980)
 AH4652
 AH4652                         *CURRENT SURVEY CONTROL
 AH4652  ___________________________________________________________________
 AH4652* NAD 83(2001)-  35 06 34.94903(N)    077 30 20.39585(W)     ADJUSTED  
 AH4652* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 AH4652  ___________________________________________________________________
 AH4652  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AH4652  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 AH4652  HORZ ORDER  -  SECOND
 AH4652
 AH4652.The horizontal coordinates were established by classical geodetic methods
 AH4652.and adjusted by the National Geodetic Survey in August 2005.
 AH4652
 AH4652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4652
 AH4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4652
 AH4652.The geoid height was determined by GEOID03.
 AH4652
 AH4652;                    North         East     Units Scale Factor Converg.
 AH4652;SPC NC       -   151,857.568   745,811.872   MT  0.99987565   +0 51 44.9
 AH4652;SPC NC       -   498,219.37  2,446,884.45   sFT  0.99987565   +0 51 44.9
 AH4652;UTM  18      - 3,888,082.415   271,634.631   MT  1.00024277   -1 26 30.3
 AH4652
 AH4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4652!SPC NC       -   1.00000303  x   0.99987565  =   0.99987868
 AH4652!UTM  18      -   1.00000303  x   1.00024277  =   1.00024580
 AH4652
 AH4652                          SUPERSEDED SURVEY CONTROL
 AH4652
 AH4652  NAD 83(1986)-  35 06 34.95534(N)    077 30 20.40828(W) AD(       ) 2
 AH4652  NGVD 29 (10/29/98)   17.6    (m)           58.     (f) VERT ANG    3  
 AH4652
 AH4652.Superseded values are not recommended for survey control.
 AH4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4652.See file dsdata.txt to determine how the superseded data were derived.
 AH4652
 AH4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7163588082(NAD 83)
 AH4652_MARKER: DE = TRAVERSE STATION DISK
 AH4652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4652_STAMPING: BELL 1981
 AH4652_MARK LOGO: NCGS  
 AH4652_PROJECTION: FLUSH
 AH4652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4652+STABILITY: SURFACE MOTION
 AH4652
 AH4652  HISTORY     - Date     Condition        Report By
 AH4652  HISTORY     - 1981     MONUMENTED       NCGS
 AH4652
 AH4652                          STATION DESCRIPTION
 AH4652
 AH4652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 AH4652'STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) SOUTHWEST OF DOVER AND 15.0
 AH4652'KM (9.3 MI) NORTHWEST OF TRENTON. ALONG NC 58 FOR 4.67 KM (2.90 MI)
 AH4652'SOUTHEAST OF THE JONES-LENOIR COUNTY LINE, AND 1.53 KM (0.95 MI)
 AH4652'SOUTHEAST OF THE SR 1157 AND SR 1301 CROSSROADS, IN THE HIGHWAY
 AH4652'SHOULDER AT A CULVERT UNDER THE HIGHWAY. MARK IS RECESSED 4 INCHES
 AH4652'BELOW GROUND. LOCATED 6.2 M (20.3 FT) SOUTHWEST OF THE CENTERLINE OF
 AH4652'THE HIGHWAY, 4.0 M (13.1 FT) EAST OF THE SOUTHWEST END OF A CULVERT,
 AH4652'15.4 M (50.5 FT) SOUTHWEST OF THE SOUTH END OF A HEADWALL--AND 20.7 M
 AH4652'(67.9 FT) SOUTHWEST OF A 24-INCH OAK, AND 9.2 M (30.2 FT) NORTHEAST OF
 AH4652'A POWER POLE (C79-16)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4529 ***********************************************************************
 DG4529  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4529  DESIGNATION -  BELL
 DG4529  PID         -  DG4529
 DG4529  STATE/COUNTY-  NC/PITT
 DG4529  USGS QUAD   -  FOUNTAIN (1981)
 DG4529
 DG4529                         *CURRENT SURVEY CONTROL
 DG4529  ___________________________________________________________________
 DG4529* NAD 83(2007)-  35 38 52.93884(N)    077 39 54.43073(W)     ADJUSTED  
 DG4529* NAVD 88     -        29.61   (meters)      97.1    (feet)  GPS OBS   
 DG4529  ___________________________________________________________________
 DG4529  EPOCH DATE  -        2002.00
 DG4529  X           -   1,108,469.100 (meters)                     COMP
 DG4529  Y           -  -5,069,070.167 (meters)                     COMP
 DG4529  Z           -   3,696,524.131 (meters)                     COMP
 DG4529  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DG4529  ELLIP HEIGHT-          -5.825 (meters)          (02/10/07) ADJUSTED
 DG4529  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 DG4529
 DG4529  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4529  Type    PID    Designation                      North   East  Ellip
 DG4529  -------------------------------------------------------------------
 DG4529  NETWORK DG4529 BELL                              0.74   0.65   1.53
 DG4529  -------------------------------------------------------------------
 DG4529
 DG4529.The horizontal coordinates were established by GPS observations
 DG4529.and adjusted by the National Geodetic Survey in February 2007.
 DG4529
 DG4529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4529.The horizontal coordinates are valid at the epoch date displayed above.
 DG4529.The epoch date for horizontal control is a decimal equivalence
 DG4529.of Year/Month/Day.
 DG4529
 DG4529.The orthometric height was determined by GPS observations and a
 DG4529.high-resolution geoid model.
 DG4529.The orthometric height was determined by GPS observations and a
 DG4529.high-resolution geoid model using precise GPS observation and
 DG4529.processing techniques.
 DG4529
 DG4529.Photographs are available for this station.
 DG4529
 DG4529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4529
 DG4529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4529
 DG4529.The ellipsoidal height was determined by GPS observations
 DG4529.and is referenced to NAD 83.
 DG4529
 DG4529.The geoid height was determined by GEOID03.
 DG4529
 DG4529;                    North         East     Units Scale Factor Converg.
 DG4529;SPC NC       -   211,364.248   730,475.319   MT  0.99989644   +0 46 13.6
 DG4529;SPC NC       -   693,450.87  2,396,567.78   sFT  0.99989644   +0 46 13.6
 DG4529;UTM  18      - 3,948,183.929   258,708.189   MT  1.00031752   -1 33 14.4
 DG4529
 DG4529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4529!SPC NC       -   1.00000091  x   0.99989644  =   0.99989735
 DG4529!UTM  18      -   1.00000091  x   1.00031752  =   1.00031843
 DG4529
 DG4529                          SUPERSEDED SURVEY CONTROL
 DG4529
 DG4529  NAD 83(1986)-  35 38 52.94953(N)    077 39 54.43845(W) AD(       ) 1
 DG4529  NAD 83(2001)-  35 38 52.93907(N)    077 39 54.43055(W) AD(       ) 1
 DG4529  ELLIP H (02/27/04)   -5.820  (m)                       GP(       ) 4 1
 DG4529
 DG4529.Superseded values are not recommended for survey control.
 DG4529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4529.See file dsdata.txt to determine how the superseded data were derived.
 DG4529
 DG4529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5870848184(NAD 83)
 DG4529_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4529_STAMPING: BELL 2003
 DG4529_MARK LOGO: NCGS  
 DG4529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4529+STABILITY: SURFACE MOTION
 DG4529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4529+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4529
 DG4529  HISTORY     - Date     Condition        Report By
 DG4529  HISTORY     - 2003     MONUMENTED       NCGS
 DG4529
 DG4529                          STATION DESCRIPTION
 DG4529
 DG4529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4529'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF FARMVILLE AND
 DG4529'2.7 MI (4.3 KM) SOUTHWEST OF FOUNTAIN.
 DG4529'PROCEED ALONG US 258 FOR 0.8 MI (1.3 KM) SOUTH FROM THE INTERSECTION
 DG4529'WITH NC 222 (IN FOUNTAIN) TO SR 1232 (ALLEN GAY RD), THENCE
 DG4529'SOUTHWESTERLY ALONG SR 1232 FOR 2.1 MILES (3.4 KM) TO SR 1231 (BELL
 DG4529'RD) AND THE STATION, IN THE SOUTHEAST QUADRANT.
 DG4529'MARK IS ABOUT 1-FT HIGHER THAN SR 1231 AND IS FLUSH WITH THE GROUND.
 DG4529'LOCATED 35.4 FT (10.8 M) SOUTHEAST OF THE CENTERLINE OF SR 1231, 105.5
 DG4529'FT (32.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF SR
 DG4529'1231/SR 1232 (PK NAIL), 3.5 FT (1.1 M) SOUTHEAST OF A FIRE HYDRYANT
 DG4529'AND 16.4 FT (5.0 M) NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1567 ***********************************************************************
 EA1567  DESIGNATION -  BELL 3
 EA1567  PID         -  EA1567
 EA1567  STATE/COUNTY-  NC/CARTERET
 EA1567  USGS QUAD   -  HORSEPEN POINT (1950)
 EA1567
 EA1567                         *CURRENT SURVEY CONTROL
 EA1567  ___________________________________________________________________
 EA1567* NAD 83(2001)-  34 43 52.24559(N)    076 29 55.78281(W)     ADJUSTED  
 EA1567* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1567  ___________________________________________________________________
 EA1567  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EA1567  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EA1567  HORZ ORDER  -  THIRD
 EA1567
 EA1567.The horizontal coordinates were established by classical geodetic methods
 EA1567.and adjusted by the National Geodetic Survey in August 2005.
 EA1567
 EA1567.The orthometric height was scaled from a topographic map.
 EA1567
 EA1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1567
 EA1567.The geoid height was determined by GEOID03.
 EA1567
 EA1567;                    North         East     Units Scale Factor Converg.
 EA1567;SPC NC       -   111,728.674   838,628.767   MT  0.99991359   +1 26 37.0
 EA1567;SPC NC       -   366,563.16  2,751,401.21   sFT  0.99991359   +1 26 37.0
 EA1567;UTM  18      - 3,844,255.235   362,778.086   MT  0.99983208   -0 51 14.6
 EA1567
 EA1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1567!SPC NC       -   1.00000580  x   0.99991359  =   0.99991939
 EA1567!UTM  18      -   1.00000580  x   0.99983208  =   0.99983788
 EA1567
 EA1567:                Primary Azimuth Mark                     Grid Az
 EA1567:SPC NC       -  DAVIS SHORE SW CHURCH SPIRE              023 53 57.4
 EA1567:UTM  18      -  DAVIS SHORE SW CHURCH SPIRE              026 11 49.0
 EA1567
 EA1567|---------------------------------------------------------------------|
 EA1567| PID    Reference Object                     Distance      Geod. Az  |
 EA1567|                                                           dddmmss.s |
 EA1567| EA1612 DAVIS SHORE SW CHURCH SPIRE         APPROX. 7.5 KM 0252034.4 |
 EA1567| EA1611 DAVIS SHORE NE CHURCH SPIRE         APPROX. 8.1 KM 0255523.0 |
 EA1567| EA1608 DAVIS ISLAND BEACON                 APPROX. 3.9 KM 0522400.9 |
 EA1567| EA1569 BELLS POINT LIGHT                   APPROX. 1.9 KM 1173505.4 |
 EA1567| EA3203 BELL RM                                            19836     |
 EA1567|---------------------------------------------------------------------|
 EA1567
 EA1567                          SUPERSEDED SURVEY CONTROL
 EA1567
 EA1567  NAD 83(1986)-  34 43 52.25920(N)    076 29 55.78914(W) AD(       ) 3
 EA1567  NAD 27      -  34 43 51.67387(N)    076 29 57.07002(W) AD(       ) 3
 EA1567
 EA1567.Superseded values are not recommended for survey control.
 EA1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1567.See file dsdata.txt to determine how the superseded data were derived.
 EA1567
 EA1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6277844255(NAD 83)
 EA1567_MARKER: Z = SEE DESCRIPTION
 EA1567_SETTING: 0 = UNSPECIFIED SETTING
 EA1567
 EA1567  HISTORY     - Date     Condition        Report By
 EA1567  HISTORY     - 1913     MONUMENTED       CGS
 EA1567  HISTORY     - 1915     GOOD             CGS
 EA1567  HISTORY     - 1947     SEE DESCRIPTION  CGS
 EA1567
 EA1567                          STATION DESCRIPTION
 EA1567
 EA1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EA1567'STATION IS LOCATED ON THE EASTERN SIDE OF BELLS POINT, CORE
 EA1567'SOUND.
 EA1567'
 EA1567'STATION IS LOCATED ON A SAND RIDGE ABOUT ONE FOOT ABOVE HIGH
 EA1567'WATER.  IT IS 35 METERS N.E. OF THE TUFTS OF GRASS NEXT TO
 EA1567'THE SAND FLATS, WHERE WATER FROM THE MARSHES FLOW OUT.  TO
 EA1567'THE WESTWARD IS A MARSHY SALT WATER LAGOON.  IT RUNS BARE AT
 EA1567'LOW WATER.
 EA1567'
 EA1567'STATION IS MARKED BY THE STANDARD CEMENT MONUMENT.
 EA1567'
 EA1567'REFERENCE MARK NO. 1 IS THE CORNER POST OF A FENCE BACK ON
 EA1567'THE EDGE OF A LOT OF TIMBER.
 EA1567'
 EA1567'THE EXTREME SOUTHERN POINT OF BELLS POINT IS ALL MARSH.
 EA1567
 EA1567                          STATION RECOVERY (1915)
 EA1567
 EA1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (EHP)
 EA1567'STATION VISITED 1915 AND MARK FOUND AS DESCRIBED.  BENCH SET
 EA1567'OVER MARK, WHICH IS NOW COVERED WITH A BUSHEL OF OYSTER
 EA1567'SHELLS.  DIRECTION TAKEN TO BELLS PT. R.M. 1908 AND ITS
 EA1567'DISTANCE MAY BE COMPUTED.
 EA1567
 EA1567                          STATION RECOVERY (1947)
 EA1567
 EA1567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1567'THIS STATION WAS DESTROYED AND REPLACED BY GREAT 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2586 ***********************************************************************
 FX2586  DESIGNATION -  BELL AZ MK
 FX2586  PID         -  FX2586
 FX2586  STATE/COUNTY-  NC/NORTHAMPTON
 FX2586  USGS QUAD   -  WELDON (1974)
 FX2586
 FX2586                         *CURRENT SURVEY CONTROL
 FX2586  ___________________________________________________________________
 FX2586* NAD 83(1986)-  36 22 44.     (N)    077 32 23.     (W)     SCALED    
 FX2586* NAVD 88     -        22.512  (meters)      73.86   (feet)  ADJUSTED  
 FX2586  ___________________________________________________________________
 FX2586  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 FX2586  DYNAMIC HT  -          22.494 (meters)      73.80  (feet)  COMP
 FX2586  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 FX2586
 FX2586  VERT ORDER  -  SECOND    CLASS II
 FX2586
 FX2586.The horizontal coordinates were scaled from a topographic map and have
 FX2586.an estimated accuracy of +/- 6 seconds.
 FX2586
 FX2586.The orthometric height was determined by differential leveling
 FX2586.and adjusted in September 2005.
 FX2586
 FX2586.The geoid height was determined by GEOID03.
 FX2586
 FX2586.The dynamic height is computed by dividing the NAVD 88
 FX2586.geopotential number by the normal gravity value computed on the
 FX2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2586.degrees latitude (g = 980.6199 gals.).
 FX2586
 FX2586.The modeled gravity was interpolated from observed gravity values.
 FX2586
 FX2586;                    North         East    Units  Estimated Accuracy
 FX2586;SPC NC       -   292,610.      740,640.      MT  (+/- 180 meters Scaled)
 FX2586
 FX2586                          SUPERSEDED SURVEY CONTROL
 FX2586
 FX2586  NAVD 88 (06/15/91)   22.501  (m)           73.82   (f) UNKNOWN     2 2
 FX2586  NGVD 29 (??/??/92)   22.823  (m)           74.88   (f) ADJ UNCH    2 2
 FX2586
 FX2586.Superseded values are not recommended for survey control.
 FX2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2586.See file dsdata.txt to determine how the superseded data were derived.
 FX2586
 FX2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF721289(NAD 83)
 FX2586_MARKER: DZ = AZIMUTH MARK DISK
 FX2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2586_STAMPING: BELL 1959
 FX2586_MARK LOGO: CGS   
 FX2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2586+STABILITY: SURFACE MOTION
 FX2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2586+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FX2586
 FX2586  HISTORY     - Date     Condition        Report By
 FX2586  HISTORY     - 1959     MONUMENTED       CGS
 FX2586  HISTORY     - 1975     GOOD             NCGS
 FX2586  HISTORY     - 19930414 GOOD             NCGS
 FX2586  HISTORY     - 19960330 GOOD             USPSQD
 FX2586  HISTORY     - 20000901 GOOD             NCGS
 FX2586
 FX2586                          STATION DESCRIPTION
 FX2586
 FX2586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2586'4.8 MI S FROM GARYSBURG.
 FX2586'TO REACH STATION FROM THE Y-JUNCTION OF US 301 AND US 158 IN SOUTH
 FX2586'SECTION OF GARYSBURG, PROCEED EAST ALONG US 158 FOR 1.85 MILES TO SR
 FX2586'1128 SOUTH, THENCE SOUTH ALONG SR 1128 FOR 3.8 MILES TO STATION ON
 FX2586'LEFT AT THE NW CORNER OF ROANOKE CHAPEL BAPTIST CHURCH YARD.  25.8 FT.
 FX2586'EAST OF C/L OF SR 1128, 114.0 FT. NW OF NW CORNER OF CHURCH, 1.8 FT.
 FX2586'SOUTH OF WITNESS POST, AND 2.4 FT. WSW OF 6 IN. OAK.  DISK IS SET IN
 FX2586'TOP OF CONCRETE CYLINDER, PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 FX2586'GROUND.
 FX2586
 FX2586                          STATION RECOVERY (1993)
 FX2586
 FX2586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2586'RECOVERED GOOD WITH THE FOLLOWING ADDITIONAL INFORMATION. STATION IS
 FX2586'LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF JACKSON AND 4.7 MI (7.6 KM)
 FX2586'SOUTH OF GARYSBURG.  MARK IS NO LONGER VISIBLE FROM THE STATION. MARK
 FX2586'IS LOCATED 3.0 FT (0.9 M) WEST-SOUTHWEST OF A 12-INCH OAK WITH A
 FX2586'REFERENCE TAG.
 FX2586
 FX2586                          STATION RECOVERY (1996)
 FX2586
 FX2586'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2586'RECOVERED IN GOOD CONDITION.
 FX2586
 FX2586                          STATION RECOVERY (2000)
 FX2586
 FX2586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 FX2586'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4157 ***********************************************************************
 FB4157  DESIGNATION -  BELL AZ MK
 FB4157  PID         -  FB4157
 FB4157  STATE/COUNTY-  NC/HENDERSON
 FB4157  USGS QUAD   -  ZIRCONIA (1991)
 FB4157
 FB4157                         *CURRENT SURVEY CONTROL
 FB4157  ___________________________________________________________________
 FB4157* NAD 83(2001)-  35 13 10.59669(N)    082 29 47.81793(W)     ADJUSTED  
 FB4157* NAVD 88     -       850.3    (meters)    2790.     (feet)  VERTCON   
 FB4157  ___________________________________________________________________
 FB4157  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 FB4157  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FB4157  HORZ ORDER  -  SECOND
 FB4157
 FB4157.The horizontal coordinates were established by classical geodetic methods
 FB4157.and adjusted by the National Geodetic Survey in August 2005.
 FB4157
 FB4157.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4157
 FB4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4157
 FB4157.The geoid height was determined by GEOID03.
 FB4157
 FB4157;                    North         East     Units Scale Factor Converg.
 FB4157;SPC NC       -   168,629.014   291,363.033   MT  0.99987275   -2 01 05.3
 FB4157;SPC NC       -   553,243.69    955,913.55   sFT  0.99987275   -2 01 05.3
 FB4157;SPC SC       -   376,550.203   473,325.607   MT  1.00016030   -0 49 47.0
 FB4157;SPC SC       - 1,235,400.93  1,552,905.53   iFT  1.00016030   -0 49 47.0
 FB4157;UTM  17      - 3,898,423.513   363,791.957   MT  0.99982864   -0 51 47.7
 FB4157
 FB4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4157!SPC NC       -   0.99987137  x   0.99987275  =   0.99974413
 FB4157!SPC SC       -   0.99987137  x   1.00016030  =   1.00003165
 FB4157!UTM  17      -   0.99987137  x   0.99982864  =   0.99970003
 FB4157
 FB4157                          SUPERSEDED SURVEY CONTROL
 FB4157
 FB4157  NAD 83(1986)-  35 13 10.60261(N)    082 29 47.81512(W) AD(       ) 2
 FB4157  NGVD 29 (11/15/93)  850.3    (m)         2790.     (f) VERT ANG    3  
 FB4157
 FB4157.Superseded values are not recommended for survey control.
 FB4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4157.See file dsdata.txt to determine how the superseded data were derived.
 FB4157
 FB4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6379298424(NAD 83)
 FB4157_MARKER: DZ = AZIMUTH MARK DISK
 FB4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4157_SP_SET: CONCRETE POST
 FB4157_STAMPING: BELL 1990
 FB4157_MARK LOGO: NCGS  
 FB4157_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4157+STABILITY: SURFACE MOTION
 FB4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4157+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4157
 FB4157  HISTORY     - Date     Condition        Report By
 FB4157  HISTORY     - 1990     MONUMENTED       NCGS
 FB4157
 FB4157                          STATION DESCRIPTION
 FB4157
 FB4157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4157'STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF
 FB4157'HENDERSONVILLE AND 3.9 MI (6.3 KM) WEST OF TUXEDO AT THE MOUNTIAN
 FB4157'VALLEY BAPTIST CHURCH.
 FB4157'PROCEED ALONG SR 1106 (GREEN RIVER ROAD) FOR 1.1 MI (1.8 KM)
 FB4157'WEST-SOUTHWEST FROM THE US 25 OVERPASS (NEAR TUXEDO), THENCE NORTHWEST
 FB4157'ALONG SR 1109 (CABIN CREEK ROAD) FOR 2.75 MI (4.43 KM) TO SR 1113
 FB4157'(MAYBIN ROAD) AND STATION 178 FT (54.3 M) SOUTH.
 FB4157'MARK IS ABOUT 2 FEET HIGHER THAN THE ROAD AND FLUSH WITH THE GROUND
 FB4157'LOCATED 29.0 FT (8.8 M) WEST OF THE CENTERLINE OF THE ROAD, 178.0 FT
 FB4157'(54.3 M) SOUTH OF THE CENTERLINE OF SR 1113--AND 8.0 FT (2.4 M) EAST
 FB4157'OF AN 8-INCH SHORTLEAF PINE, 21.4 FT (6.5 M) NORTH OF A 9-INCH
 FB4157'SHORTLEAF PINE BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3631 ***********************************************************************
 EY3631  DESIGNATION -  BELL POINT BEACON
 EY3631  PID         -  EY3631
 EY3631  STATE/COUNTY-  NC/PAMLICO
 EY3631  USGS QUAD   -  VANDEMERE (1993)
 EY3631
 EY3631                         *CURRENT SURVEY CONTROL
 EY3631  ___________________________________________________________________
 EY3631* NAD 83(2001)-  35 10 14.41341(N)    076 39 05.69517(W)     ADJUSTED  
 EY3631* NAVD 88     -              **(meters)            **(feet)            
 EY3631  ___________________________________________________________________
 EY3631  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EY3631  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3631  HORZ ORDER  -  THIRD
 EY3631
 EY3631.The horizontal coordinates were established by classical geodetic methods
 EY3631.and adjusted by the National Geodetic Survey in August 2005.
 EY3631
 EY3631
 EY3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3631
 EY3631.The geoid height was determined by GEOID03.
 EY3631
 EY3631;                    North         East     Units Scale Factor Converg.
 EY3631;SPC NC       -   160,124.944   823,490.917   MT  0.99987359   +1 21 19.6
 EY3631;SPC NC       -   525,343.25  2,701,736.45   sFT  0.99987359   +1 21 19.6
 EY3631;UTM  18      - 3,893,218.873   349,596.940   MT  0.99987879   -0 57 05.4
 EY3631
 EY3631                          SUPERSEDED SURVEY CONTROL
 EY3631
 EY3631  NAD 83(1986)-  35 10 14.42675(N)    076 39 05.70803(W) AD(       ) 4
 EY3631  NAD 27      -  35 10 13.81000(N)    076 39 06.94500(W) AD(       ) 3
 EY3631
 EY3631.Superseded values are not recommended for survey control.
 EY3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3631.See file dsdata.txt to determine how the superseded data were derived.
 EY3631
 EY3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4959793219(NAD 83)
 EY3631_MARKER: 14 = NAVIGATION LIGHT
 EY3631
 EY3631  HISTORY     - Date     Condition        Report By
 EY3631  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3631  HISTORY     - 1948     GOOD             CGS
 EY3631
 EY3631                          STATION DESCRIPTION
 EY3631
 EY3631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3631'THE STATION WAS BUILT IN 1916 AND HAS NOT BEEN REBUILT SINCE.  IT
 EY3631'IS NOW KNOWN AS BAY RIVER LT. NO. 5.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2169 ***********************************************************************
 EA2169  DESIGNATION -  BELL RESET
 EA2169  PID         -  EA2169
 EA2169  STATE/COUNTY-  NC/CARTERET
 EA2169  USGS QUAD   -  SWANSBORO (1994)
 EA2169
 EA2169                         *CURRENT SURVEY CONTROL
 EA2169  ___________________________________________________________________
 EA2169* NAD 83(2001)-  34 40 23.94047(N)    077 05 38.18939(W)     ADJUSTED  
 EA2169* NAVD 88     -         1.46   (+/-2cm)       4.8    (feet)  VERTCON   
 EA2169  ___________________________________________________________________
 EA2169  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EA2169  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA2169  HORZ ORDER  -  THIRD
 EA2169  VERT ORDER  -  THIRD ? (See Below)
 EA2169
 EA2169.The horizontal coordinates were established by classical geodetic methods
 EA2169.and adjusted by the National Geodetic Survey in August 2005.
 EA2169
 EA2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2169.The vertical order pertains to the NGVD 29 superseded value.
 EA2169
 EA2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2169
 EA2169.The geoid height was determined by GEOID03.
 EA2169
 EA2169;                    North         East     Units Scale Factor Converg.
 EA2169;SPC NC       -   104,101.714   784,266.373   MT  0.99992320   +1 06 00.4
 EA2169;SPC NC       -   341,540.37  2,573,047.26   sFT  0.99992320   +1 06 00.4
 EA2169;UTM  18      - 3,838,810.988   308,152.891   MT  1.00005366   -1 11 29.8
 EA2169
 EA2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2169!SPC NC       -   1.00000560  x   0.99992320  =   0.99992880
 EA2169!UTM  18      -   1.00000560  x   1.00005366  =   1.00005926
 EA2169
 EA2169|---------------------------------------------------------------------|
 EA2169| PID    Reference Object                     Distance      Geod. Az  |
 EA2169|                                                           dddmmss.s |
 EA2169| EA3206 BELL RP N                            22.400 METERS 00246     |
 EA2169| EA3204 BELL RM 1                            21.533 METERS 00348     |
 EA2169| EA2177 BOGUE SOUND BEACON 21               APPROX. 2.4 KM 0883011.3 |
 EA2169| EA2176 BOGUE SOUND BEACON 20               297.756 METERS 10619     |
 EA2169| EA2193 MUD 2                               APPROX. 2.8 KM 1105928.4 |
 EA2169| EA3205 BELL RM 2                            55.275 METERS 11513     |
 EA2169| EA3207 BELL RP S                            23.270 METERS 18211     |
 EA2169| EA2171 BOGUE INLET CG S FLAGPOLE           APPROX. 2.9 KM 1833137.5 |
 EA2169| EA2170 BOGUE INLET CG N FLAGPOLE           APPROX. 2.9 KM 1843451.4 |
 EA2169| EA2248 WATER TANK NEAR STA QUEEN           APPROX. 4.1 KM 2661121.9 |
 EA2169| EA2178 BOGUE SOUND BEACON 22               APPROX. 0.9 KM 2772942.9 |
 EA2169|---------------------------------------------------------------------|
 EA2169
 EA2169                          SUPERSEDED SURVEY CONTROL
 EA2169
 EA2169  NAD 83(1986)-  34 40 23.95278(N)    077 05 38.20059(W) AD(       ) 3
 EA2169  NAD 27      -  34 40 23.36900(N)    077 05 39.38400(W) AD(       ) 3
 EA2169  NGVD 29 (07/19/86)    1.78   (m)            5.8    (f) LEVELING    3  
 EA2169
 EA2169.Superseded values are not recommended for survey control.
 EA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2169.See file dsdata.txt to determine how the superseded data were derived.
 EA2169
 EA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0815338811(NAD 83)
 EA2169_MARKER: N = NAIL
 EA2169_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2169_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2169
 EA2169  HISTORY     - Date     Condition        Report By
 EA2169  HISTORY     - 1908     MONUMENTED       CGS
 EA2169  HISTORY     - 1915     GOOD             CGS
 EA2169  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2169  HISTORY     - 1950     GOOD             CGS
 EA2169  HISTORY     - 1962     SEE DESCRIPTION  CGS
 EA2169  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EA2169  HISTORY     - 20030205 MARK NOT FOUND   USPSQD
 EA2169  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA2169
 EA2169                          STATION DESCRIPTION
 EA2169
 EA2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (JSH)
 EA2169'BELL STATION IS IN FIELD OF MR. K. BELL, PROBABLY 175 METERS
 EA2169'(GUESS) EAST OF MOUTH OF CREEK WHICH MAKES ALONG THE SOUTH SIDE
 EA2169'OF HIS FIELD.  IT IS ABOUT HALF WAY BETWEEN THE EDGE OF WATER AND
 EA2169'THE SOUTH SIDE OF AN OLD GRAVEYARD WHICH IS IN HIS FIELD.  THREE
 EA2169'LIGHT WOOD POSTS WITH NAILS IN THEIR TOPS WERE SET IN LINE NEAR
 EA2169'THE WATERS EDGE AND POINTING TOWARD THE STATION.  ONE LIGHT WOOD
 EA2169'POST WAS PLACED TO THE NORTHWARD OF THE STATION, AND ON S AND E
 EA2169'SIDE OF THE GRAVEYARD.  A TREE ABOUT 6 INCHES IN DIAMETER IN
 EA2169'GRAVEYARD WAS BLAZED ON SIDE FACING STATION AND NAILS DRIVEN
 EA2169'IN BLAZE.  THE STATION, THE THREE POSTS TO THE SOUTHWARD, THE
 EA2169'POST TO THE NORTHWARD, AND THE TREE ARE ALL VERY NEARLY ON
 EA2169'LINE.
 EA2169'
 EA2169'STATION IS MARKED BY 4-INCH DIAMETER PIPE BURIED 2 FEET BELOW
 EA2169'SURFACE.  UPPER MARK IS 4-INCH DIAMETER PIPE ENCASED IN CEMENT
 EA2169'AND EVEN WITH TOP OF GROUND.  COPPER NAIL IS IN CEMENT IN TOP OF
 EA2169'PIPE, AND LETTERS U.S. WERE SCRATCHED IN CEMENT AROUND PIPE.
 EA2169'
 EA2169'THIS IS LOCATED NEAR OLD STATION HICKORY POINT, A. I. WADSWORTH,
 EA2169'1855, REPORTED LOST.
 EA2169'
 EA2169'BELL IS NOT THE SAME AS BELLS PT. 2 REFERENCE MARK.
 EA2169
 EA2169                          STATION RECOVERY (1915)
 EA2169
 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915
 EA2169'STATION IS AT THE W END OF BOGUE SOUND ON THE MAINLAND, N OF BOGUE
 EA2169'INLET AND E OF BANK CHANNEL, IN A FIELD BELONGING TO K. BELL, ABOUT
 EA2169'180 YARDS E OF THE MOUTH OF A CREEK WHICH MAKES ALONG THE S SIDE
 EA2169'OF THE FIELD, ABOUT MID-WAY BETWEEN THE EDGE OF THE WATER AND A
 EA2169'GRAVEYARD WHICH IS IN THE FIELD.
 EA2169'
 EA2169'THE SURFACE MARK IS A 4-INCH TILE FILLED WITH AND SET IN CONCRETE
 EA2169'WITH A COPPER NAIL IN THE TOP, AND THE LETTERS U.S. SCRATCHED ON
 EA2169'THE CONCRETE.
 EA2169'
 EA2169'THE UNDERGROUND MARK IS A 4-INCH DRAIN TILE BURIED 2 FEET BELOW
 EA2169'THE SURFACE.
 EA2169'
 EA2169'THREE LIGHT-WOOD POSTS WERE SET NEAR THE WATER IN LINE TOWARD
 EA2169'THE STATION.  ANOTHER POST WAS PLACED TO THE N OF THE STATION AND
 EA2169'SE OF THE GRAVEYARD, AND A 6-INCH TREE IN THE GRAVEYARD WAS MARKED
 EA2169'WITH BLAZE AND NAILS.
 EA2169'
 EA2169'ALL THE POSTS, THE STATION, AND THE BLAZED TREE ARE NEARLY IN
 EA2169'LINE.  THE THREE POSTS TOWARD THE WATER ARE, RESPECTIVELY, 20.5
 EA2169'METERS (67.3 FEET), 22.0 METERS, (72.2 FEET), AND 23.3 METERS
 EA2169'(76.4 FEET) FROM THE STATION S 2 DEG 12 MIN W.
 EA2169'
 EA2169'THE OTHER POST AND THE TREE IN THE GRAVEYARD ARE, RESPECTIVELY,
 EA2169'22.4 METERS (73.5 FEET), AND 24.3 METERS (79.7 FEET) FROM THE
 EA2169'STATION N 2 DEG 47 MIN E.
 EA2169
 EA2169                          STATION RECOVERY (1933)
 EA2169
 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2169'THIS STATION IS ON THE MAINLAND N OF BOGUE INLET, BANK CHANNEL, AND
 EA2169'THE INSIDE ROUTE CANAL AND IS W OF BEACON 20.
 EA2169'
 EA2169'SURFACE MARK WAS FOUND AS DESCRIBED AND WAS RE-MARKED WITH A
 EA2169'STANDARD DISK SET IN CONCRETE, ACCORDING TO NOTE 1C.  IT IS STAMPED
 EA2169'BELL 1914-1933.  THE LIGHT-WOOD POSTS WERE GONE.
 EA2169'
 EA2169'TWO REFERENCE MARKS WERE ESTABLISHED.  THEY ARE STANDARD BRASS
 EA2169'DISKS SET IN CONCRETE IN THE TOP OF TILE.
 EA2169'
 EA2169'REFERENCE MARK NO. 1 PROJECTS SLIGHTLY ABOVE THE GROUND SURFACE
 EA2169'AND IS APPROXIMATELY 2-1/2 METERS S OF A CLUMP OF HACKBERRY
 EA2169'TREES.  (GRAVEYARD MENTIONED IN ORIGINAL DESCRIPTION.)
 EA2169'
 EA2169'REFERENCE MARK NO. 2 PROJECTS SLIGHTLY ABOVE THE GROUND SURFACE,
 EA2169'AND IS APPROXIMATELY 6 METERS N OF HIGH-WATER LINE.
 EA2169
 EA2169                          STATION RECOVERY (1950)
 EA2169
 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2169'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EA2169'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED DUE TO EROSION.  A
 EA2169'REVISED DESCRIPTION FOLLOWS--
 EA2169'
 EA2169'STATION IS LOCATED ON THE MAINLAND, N OF BOGUE INLET, APPROXIMATELY
 EA2169'1.5 MILES E OF SWANSBORO, 355 FEET E OF THE S END OF HILL STREET,
 EA2169'128 FEET E OF THE S END OF A WIRE FENCE RUNNING N AND S, 30 FEET
 EA2169'N OF MEAN HIGH-WATER LINE, 7.5 FEET N OF THE CENTER LINE OF A
 EA2169'6-FOOT-WIDE ROAD, AND 20 FEET SE OF POWER POLE NO. 3.
 EA2169'
 EA2169'STATION MARK IS A COPPER NAIL SET IN THE TOP OF A 4-INCH TERRA
 EA2169'COTTA PIPE INSTEAD OF A DISK AS STATED IN THE 1933 RECOVERY NOTE
 EA2169'AND IT IS 0.5 FOOT BELOW GROUND.
 EA2169'
 EA2169'REFERENCE MARK 1 IS N OF THE STATION.  IT IS A STANDARD DISK
 EA2169'STAMPED BELL 1908 1933 NUMBER 1.
 EA2169
 EA2169                          STATION RECOVERY (1962)
 EA2169
 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA2169'THE 1950 DESCRIPTION OF THIS STATION STATED IT WAS A COPPER NAIL
 EA2169'SET IN THE TOP OF A TERRA COTTA PIPE.  A MARK SUCH AS THIS WAS
 EA2169'FOUND LYING ON TOP OF THE GROUND NEAR THE SHORE LINE.  AN ATTEMPT
 EA2169'WAS MADE TO RECOVER AN UNDERGROUND MARK BUT NONE WAS FOUND.  IT
 EA2169'APPEARS THAT A HOUSE MAY HAVE BEEN ERECTED OVER A REFERENCE
 EA2169'MARK.  DR. DEPREE, WHO LIVES IN THE WHITE HOUSE TO THE NORTHEAST
 EA2169'OF THE STATION SITE, OWNS THE LAND AND HE MIGHT HAVE
 EA2169'INFORMATION ABOUT THE STATION.  HE WAS NOT AT HOME AT THE TIME
 EA2169'THE SITE WAS VISITED.
 EA2169
 EA2169                          STATION RECOVERY (1965)
 EA2169
 EA2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2169'STATION DESTROYED.  THE STATION WAS FOUND LYING ALONG BANK.  THE
 EA2169'MARK WAS DESTROYED BY THIS PARTY.  THE PROPERTY OWNER STATED THAT
 EA2169'HE BUILT A HOUSE OVER R.M. NO 1.  R.M. NO 2 WAS NOT RECOVERED.
 EA2169
 EA2169                          STATION RECOVERY (2003)
 EA2169
 EA2169'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA2169'MARK NOT FOUND.
 EA2169
 EA2169                          STATION RECOVERY (2004)
 EA2169
 EA2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1571 ***********************************************************************
 FW1571  DESIGNATION -  BELL RESET
 FW1571  PID         -  FW1571
 FW1571  STATE/COUNTY-  NC/CURRITUCK
 FW1571  USGS QUAD   -  BARCO (1982)
 FW1571
 FW1571                         *CURRENT SURVEY CONTROL
 FW1571  ___________________________________________________________________
 FW1571* NAD 83(2007)-  36 26 13.07756(N)    075 59 26.29561(W)     ADJUSTED  
 FW1571* NAVD 88     -         0.5    (meters)       2.     (feet)  GPS OBS   
 FW1571  ___________________________________________________________________
 FW1571  EPOCH DATE  -        2002.00
 FW1571  X           -   1,243,644.484 (meters)                     COMP
 FW1571  Y           -  -4,984,515.637 (meters)                     COMP
 FW1571  Z           -   3,767,287.077 (meters)                     COMP
 FW1571  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 FW1571  ELLIP HEIGHT-         -37.737 (meters)          (02/10/07) ADJUSTED
 FW1571  GEOID HEIGHT-         -38.24  (meters)                     GEOID03
 FW1571
 FW1571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FW1571  Type    PID    Designation                      North   East  Ellip
 FW1571  -------------------------------------------------------------------
 FW1571  NETWORK FW1571 BELL RESET                        0.45   0.35   1.00
 FW1571  -------------------------------------------------------------------
 FW1571
 FW1571.The horizontal coordinates were established by GPS observations
 FW1571.and adjusted by the National Geodetic Survey in February 2007.
 FW1571
 FW1571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FW1571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FW1571.The horizontal coordinates are valid at the epoch date displayed above.
 FW1571.The epoch date for horizontal control is a decimal equivalence
 FW1571.of Year/Month/Day.
 FW1571
 FW1571.The orthometric height was determined by GPS observations and a
 FW1571.high-resolution geoid model.
 FW1571
 FW1571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FW1571
 FW1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1571
 FW1571.The ellipsoidal height was determined by GPS observations
 FW1571.and is referenced to NAD 83.
 FW1571
 FW1571.The geoid height was determined by GEOID03.
 FW1571
 FW1571;                    North         East     Units Scale Factor Converg.
 FW1571;SPC NC       -   302,178.615   879,413.725   MT  1.00008666   +1 44 12.9
 FW1571;SPC NC       -   991,397.67  2,885,209.86   sFT  1.00008666   +1 44 12.9
 FW1571;SPC VA S     - 1,014,491.193 3,724,989.262   MT  1.00007618   +1 31 22.8
 FW1571;SPC VA S     - 3,328,376.52 12,221,068.94   sFT  1.00007618   +1 31 22.8
 FW1571;UTM  18      - 4,032,872.065   411,210.012   MT  0.99969713   -0 35 18.3
 FW1571
 FW1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1571!SPC NC       -   1.00000592  x   1.00008666  =   1.00009258
 FW1571!SPC VA S     -   1.00000592  x   1.00007618  =   1.00008210
 FW1571!UTM  18      -   1.00000592  x   0.99969713  =   0.99970305
 FW1571
 FW1571:                Primary Azimuth Mark                     Grid Az
 FW1571:SPC NC       -  MAC KAYS ISLAND HOUSE S CHIM             001 58 33.2
 FW1571:SPC VA S     -  MAC KAYS ISLAND HOUSE S CHIM             002 11 23.3
 FW1571:UTM  18      -  MAC KAYS ISLAND HOUSE S CHIM             004 18 04.4
 FW1571
 FW1571|---------------------------------------------------------------------|
 FW1571| PID    Reference Object                     Distance      Geod. Az  |
 FW1571|                                                           dddmmss.s |
 FW1571| FW1592 MAC KAYS ISLAND HOUSE S CHIM        APPROX. 6.4 KM 0034246.1 |
 FW1571| FW1575 CURRITUCK SOUND BEACON 35           APPROX. 3.2 KM 0111139.9 |
 FW1571| FW1600 CURRITUCK SOUND BEACON 37           APPROX. 2.8 KM 0562139.5 |
 FW1571| FW1602 NORTH LANDING RIVER BEACON 6        APPROX. 2.8 KM 0563009.2 |
 FW1571| FW1770 BELL RM 1                            48.378 METERS 09239     |
 FW1571| FW1576 CURRITUCK SOUND BEACON 39           APPROX. 3.0 KM 0991342.2 |
 FW1571| FW1774 BELL WM 1                                          13435     |
 FW1571| FW1599 UNLIGHTED BEACON ISLE               APPROX. 4.9 KM 1392157.4 |
 FW1571| FW1570 BEACON 8                            APPROX. 5.3 KM 1421224.7 |
 FW1571| FW1773 BELL RM 4                            14.623 METERS 15754     |
 FW1571| FW1569 BEACON MAPLE                        APPROX. 3.0 KM 1785559.4 |
 FW1571| FW1596 NEWBORN HOUSE SOUTH CHIMNEY         APPROX. 0.5 KM 2892131.0 |
 FW1571| FW1775 BELL WM 2                                          29522     |
 FW1571| FW1771 BELL RM 2 AZIMUTH                                  2954123.9 |
 FW1571| FX3571 CURRITUCK CTHSE MAGNETIC MARK       APPROX. 2.6 KM 3023047.3 |
 FW1571| FX3570 CURRITUCK CTHSE EAST GABLE          APPROX. 2.7 KM 3023929.0 |
 FW1571| FX3572 CURRITUCK HOUSE SE CHIMNEY          APPROX. 2.6 KM 3030755.0 |
 FW1571| FW1772 BELL RM 3                            45.640 METERS 31425     |
 FW1571| FX3574 LEE                                 APPROX. 7.0 KM 3263444.0 |
 FW1571| FX3576 NORTH LANDING RIVER BEACON 5        APPROX. 4.7 KM 3482934.0 |
 FW1571| FX3575 NORTH LANDING RIVER BCN 33 RCN      APPROX. 4.7 KM 3485539.5 |
 FW1571|---------------------------------------------------------------------|
 FW1571
 FW1571                          SUPERSEDED SURVEY CONTROL
 FW1571
 FW1571  NAD 83(2001)-  36 26 13.07823(N)    075 59 26.29513(W) AD(       ) 1
 FW1571  ELLIP H (05/07/03)  -37.724  (m)                       GP(       ) 3 1
 FW1571  NAD 83(1986)-  36 26 13.09116(N)    075 59 26.32214(W) AD(       ) 1
 FW1571  NAD 83(1993)-  36 26 13.08497(N)    075 59 26.30018(W) AD(       ) 2
 FW1571  NAD 83(1986)-  36 26 13.09403(N)    075 59 26.32350(W) AD(       ) 2
 FW1571  NAD 27      -  36 26 12.53600(N)    075 59 27.59100(W) AD(       ) 2
 FW1571
 FW1571.Superseded values are not recommended for survey control.
 FW1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1571.See file dsdata.txt to determine how the superseded data were derived.
 FW1571
 FW1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1121032872(NAD 83)
 FW1571_MARKER: DH = HORIZONTAL CONTROL DISK
 FW1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1571_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1571_STAMPING: BELL 1911 1974
 FW1571_MARK LOGO: CGS   
 FW1571_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1571+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 FW1571
 FW1571  HISTORY     - Date     Condition        Report By
 FW1571  HISTORY     - 1974     MONUMENTED       NGS
 FW1571  HISTORY     - 1931     GOOD             CGS
 FW1571  HISTORY     - 1934     GOOD             CGS
 FW1571  HISTORY     - 1954     GOOD             CGS
 FW1571  HISTORY     - 1960     GOOD             CGS
 FW1571  HISTORY     - 1963     GOOD             CGS
 FW1571  HISTORY     - 1973     SEE DESCRIPTION  NGS
 FW1571  HISTORY     - 1974     SEE DESCRIPTION  NGS
 FW1571  HISTORY     - 1978     GOOD             USE
 FW1571  HISTORY     - 19941103 GOOD             NCGS
 FW1571
 FW1571                          STATION DESCRIPTION
 FW1571
 FW1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FW1571'STATION IS AT UPPER END OF CURRITUCK SOUND, ABOUT 1 MILE W FROM
 FW1571'POINT, AT S END OF ENTRANCE TO NORTH LANDING RIVER, AND ON NARROW
 FW1571'STRIP OF LAND CONNECTING BELLS ISLAND WITH MAINLAND. TO REACH FROM
 FW1571'CURRITUCK, GO S 1.2 MILES FROM COURTHOUSE ON HIGHWAY 344, TURN LEFT
 FW1571'ONTO DIRT ROAD AT WHITE HOUSE WITH GREEN TRIMMINGS IN SE ANGLE,
 FW1571'PROCEED E 0.4 MILE TURN RIGHT ONTO MAIN ROAD, AND CONTINUE 0.25
 FW1571'MILE TO LANE ON LEFT LEADING TO LON DOZIERS HOUSE.  ENTER GATE, AND
 FW1571'FOLLOW LANE 1/4 MILE TO HOUSE ON SHORE.  STATION SITE IS 0.3 MILE S
 FW1571'ALONG SHORE FROM MR.  DOZIERS HOUSE, 200 YARDS FROM HIGH LAND,
 FW1571'AND ABOUT 30 METERS (98 FEET) FROM SHORE.  SURFACE MARK IS A STANDARD
 FW1571'DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS
 FW1571'SURROUNDED BY A MASS OF CONCRETE. UNDERGROUND MARK IS A BLOCK OF
 FW1571'CONCRETE 3 FEET BELOW THE GROUND CONTAINING AT THE CENTER OF
 FW1571'ITS UPPER SURFACE A GLASS BOTTLE WITH THE NECK PROJECTING A LITTLE
 FW1571'ABOVE THE CONCRETE. REFERENCE MARKS PLACED IN 1911 ARE NAILS IN TILES
 FW1571'WHICH ARE SURROUNDED BY MASSES OF CONCRETE.  REFERENCE MARK NO. 1
 FW1571'IS 43.50 METERS (142.7 FEET) FROM STATION S 45 DEG 26 MIN E.
 FW1571'REFERENCE MARK NO. 2 IS 187.00 METERS (613.5 FEET) FROM
 FW1571'STATION N 64 DEG 38 MIN W. WITNESS MARKS ARE
 FW1571'TRIANGULAR BLAZES ON PINE TREES S 44 DEG 26 MIN W., S 46 DEG 44 MIN W.
 FW1571'S 80 DEG 22 MIN W, RESPECTIVELY. THREE NEW STANDARD REFERENCE
 FW1571'DISKS SET IN CONCRETE, WERE PLACED IN
 FW1571'1931.  REFERENCE MARK NO. 1 IS IN SAND ON SHORE, 6 METERS (20 FEET)
 FW1571'FROM EDGE OF WATER, AND 48.42 METERS (158.8 FEET) FROM STATION
 FW1571'S 87 DEG 37 MIN W. REFERENCE MARK NO. 2 IS JUST S OF E AND W
 FW1571'WOODEN FENCE, 1 METER (3 FEET) W OF GATE LEADING INTO CULTIVATED
 FW1571'FIELD, ABOUT 75 METERS (246 FEET) E FROM LON DOZIERS HOUSE, AND
 FW1571'APPROXIMATELY 0.3 MILE FROM STATION N 64 DEG 35 MIN W.
 FW1571'REFERENCE MARK NO. 3 IS IN SAND ON SHORE, ABOUT 4 METERS (13 FEET)
 FW1571'FROM EDGE OF WATER, AND 45.64 METERS (149.8 FEET) FROM STATION
 FW1571'N 45 DEG 51 MIN W.
 FW1571
 FW1571                          STATION RECOVERY (1934)
 FW1571
 FW1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FW1571'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 FW1571'CONDITION.  DESCRIPTION BY C.D.M. 1931 VERY GOOD. THE STATION IS
 FW1571'LOCATED ON THE SOUTHERN SHORE OF NORTH LANDING RIVER, ON A STRIP OF
 FW1571'SAND BEACH JUST W OF BELLS ISLAND THAT EXTENDS FROM THE MAINLAND
 FW1571'TO BELLS ISLAND MARSHES.  THE STATION IS ABOUT 0.3 MILE SE ALONG
 FW1571'SHORE FROM MR. DOZIERS HOUSE AND 20 METERS BACK FROM THE
 FW1571'HIGH-WATER LINE.
 FW1571'
 FW1571'REFERENCE MARK NO. 1 IS 48.42 METERS SE OF STATION IN THE SAND ON THE
 FW1571'SHORE, ABOUT 6 METERS FROM HIGH-WATER LINE.  REFERENCE MARK NO. 2 IS
 FW1571'NNW OF THE STATION IN THE NW CORNER OF A CULTIVATED FIELD, JUST S
 FW1571'OF A WAGON ROAD ALONG THE SHORE AND ABOUT 75 METERS E OF LON DOZIERS
 FW1571'HOUSE. REFERENCE MARK NO. 3 IS 45.64 METERS N OF THE STATION IN THE
 FW1571'SAND ON THE SHORE, ABOUT 4 METERS FROM HIGH-WATER LINE. THE
 FW1571'DIRECTION OF REFERENCE MARK NO. 2 IS TAKEN FROM FIRST-ORDER
 FW1571'DESCRIPTION OF C.D.M.
 FW1571'
 FW1571'TO REACH STATION FROM CURRITUCK COURTHOUSE TAKE HIGHWAY 344 S 1.2
 FW1571'MILES TO BELLS ISLAND ROAD, TURN LEFT ON DIRT ROAD N BY E 0.65 MILE
 FW1571'FOLLOWING MAIN ROAD TO GATE ON LEFT, TURN LEFT THROUGH GATE, THENCE
 FW1571'UP LANE APPROXIMATELY 1/4 MILE TO LON DOZIERS HOUSE ON THE SHORE.
 FW1571
 FW1571                          STATION RECOVERY (1954)
 FW1571
 FW1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 FW1571'STATION WAS RECOVERED AS DESCRIBED BY C.D.M. IN 1931, AND ALL MARKS
 FW1571'EXCEPT REFERENCE MARK 2 (AZIMUTH MARK) WERE FOUND TO BE IN GOOD
 FW1571'CONDITION.  REFERENCE MARK 2 HAD BEEN KNOCKED OVER BY GRADER
 FW1571'OPERATIONS AND SO WAS DESTROYED.  THE BUILDING OF TOWERS WOULD
 FW1571'HAVE BEEN NECESSARY TO ESTABLISH A NEW MARK, SO NONE WAS
 FW1571'ESTABLISHED. THE 1934 DESCRIPTION IS ADEQUATE, EXCEPT THAT THE
 FW1571'PROPERTY OWNER IS NOW BRIG. GEN. JOHN ELLIOT WOOD, U.S.A. (RET.).
 FW1571
 FW1571                          STATION RECOVERY (1960)
 FW1571
 FW1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FW1571'STATION AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED AS DESCRIBED
 FW1571'IN 1954 WITH THE FOLLOWING CORRECTIONS-- STATION IS 52 FEET SOUTH OF
 FW1571'HIGH WATER LINE AND 2.5 FEET SOUTH OF A CGS WITNESS SIGN. REFERENCE
 FW1571'MARK NO. 1 IS NOW 2 FEET SOUTH OF HIGH WATER LINE. REFERENCE MARK
 FW1571'NO. 3 IS AT THE HIGH WATER LINE.
 FW1571
 FW1571                          STATION RECOVERY (1963)
 FW1571
 FW1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1571'STATION RECOVERED AS DESCRIBED IN THE 1960 RECOVERY NOTE.  THE
 FW1571'REFERENCE MARKS ARE NOW AT THE EDGE OF THE WATER.
 FW1571'
 FW1571'REACHED FROM THE JCT. OF US 158 AND RT. 34 AS FOLLOWS-- GO N. ON RT.
 FW1571'34 FOR 2.4 MILES TO MAPLE, CONTINUE N. 1.5 MILES TO JCT. OF RTS. 34
 FW1571'AND 1245, TURN RIGHT, ON RT. 1245 AND GO 0.5 MILE TO A WOOD GATE ON
 FW1571'THE LEFT, TURN LEFT THROUGH GATE INTO FIELD ROAD AND GO 0.3 MILE
 FW1571'NORTH AND E. TO A GRAY HOUSE, CONTINUE AROUND THE HOUSE 0.1 MILE TO
 FW1571'THE WOOD GATE IN THE NE CORNER OF THE FRONT YARD BY THE BEACH, GO S.
 FW1571'THROUGH THE GATE INTO PASTURE AND CONTINUE S. FOR 0.1 TO ANOTHER
 FW1571'WOOD GATE INTO A CULTIVATED FIELD, GO THROUGH THIS WOOD GATE
 FW1571'ABOUT 0.15 MILE TO THE STATION JUST BEFORE REACHING A GROUP OF PINES
 FW1571'NEAR THE S. EDGE OF A CULTIVATED FIELD.
 FW1571
 FW1571                          STATION RECOVERY (1973)
 FW1571
 FW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 FW1571'STATION MARK WAS RECOVERED WITH TOP OF MARK BROKEN OFF.  REFERENCE
 FW1571'MARK NO. 1 IS IN GOOD CONDITION. REFERENCE MARK NO. 3 WAS FOUND IN
 FW1571'LEANING POSITION AS THE SOIL HAS ERODED FROM AROUND MARK. WHAT
 FW1571'APPEARED TO BE REFERENCE MARK NO. 2 WAS SEEN IN THE WATER WHERE IT
 FW1571'HAD FALLEN FROM ERODED BANK.
 FW1571
 FW1571                          STATION RECOVERY (1974)
 FW1571
 FW1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 FW1571'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 FW1571'GOOD CONDITION.  THE STATION SURFACE MARK HAD BEEN BROKEN OFF BY
 FW1571'FARMING OPERATIONS AND SO A NEW MARK WAS SET DIRECTLY OVER THE
 FW1571'UNDERGROUND MARK. REFERENCE MARK NO. 2 (AZIMUTH MARK) HAD FALLEN
 FW1571'INTO THE WATER FROM THE ERODING BANK. REFERENCE MARK NO. 3 WAS IN A
 FW1571'LEANING POSITION AND ALMOST COMPLETELY EXPOSED FROM EROSION AND WAS
 FW1571'DESTROYED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 FW1571'CHECKED AND FOUND TO BE CORRECT. REFERENCE MARK NO. 4 WAS
 FW1571'ESTABLISHED AT THIS TIME.
 FW1571'
 FW1571'STATION IS ABOUT 2 MILES SOUTHEAST OF CURRITUCK AT THE UPPER END OF
 FW1571'CURRITUCK SOUND ON A NARROW STRIP OF LAND CONNECTING BELLS ISLAND TO
 FW1571'THE MAINLAND.  STATION IS NEAR THE SOUTH CORNER OF CULTIVATED
 FW1571'FIELD, 47 FEET SOUTHWEST OF HIGH WATER LINE, 35 FEET NORTHEAST OF
 FW1571'EDGE OF CLEARING, 16 FEET SOUTHWEST OF CENTERLINE OF FIELD ROAD
 FW1571'AND 2.5 FEET SOUTHWEST OF STEEL WITNESS POST. MARK IS A STANDARD
 FW1571'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN
 FW1571'DIAMETER, PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BELL 1911
 FW1571'1974.
 FW1571'
 FW1571'TO REACH FROM THE COURT HOUSE IN CURRITUCK GO SOUTHERLY ON THE MAIN
 FW1571'ROAD FOR 1.5 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY
 FW1571'ON SECONDARY ROAD 1245 FOR 0.6 MILE TO DRIVEWAY ON LEFT.  TURN LEFT
 FW1571'AND GO EASTERLY FOR 0.25 MILE TO CURVE IN ROAD JUST BEFORE REACHING
 FW1571'WATERS EDGE.  BEAR RIGHT AND FOLLOW DRIVEWAY AND THEN FIELD ROAD
 FW1571'ALONG WATER FOR 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 FW1571'
 FW1571'REFERENCE MARK NO. 1 AT HIGH WATER LINE, AT NORTHEAST EDGE OF GROWTH
 FW1571'OF SMALL PINES AND 26 FEET NORTHEAST OF CENTERLINE OF TRACK ROAD.
 FW1571'MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 FW1571'WHICH PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED BELL NO 1
 FW1571'1911 1931.
 FW1571'
 FW1571'REFERENCE MARK NO. 4 IS 13 FEET NORTHEAST OF 15 INCH PINE TREE AND 7
 FW1571'FEET SOUTHWEST OF EDGE OF CLEARING.  THE MARK IS A STANDARD DISK SET
 FW1571'FLUSH IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 FW1571'INCHES AND THE DISK IS STAMPED BELL 1911 NO 4 1974.
 FW1571
 FW1571                          STATION RECOVERY (1978)
 FW1571
 FW1571'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 FW1571'BELL 1911 1974 STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 FW1571
 FW1571                          STATION RECOVERY (1994)
 FW1571
 FW1571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FW1571'REPORTED DESTROYED IN LAST RECOVERY IN ERROR.  RECOVERED IN GOOD
 FW1571'CONDITION THIS DATE WITH THE FOLLOWING CORRECTIONS.  TOP OF CONCRETE
 FW1571'HAS BEEN DAMAGED BY MOWING.  STATION IS NEAR THE EAST END OF
 FW1571'CULTIVATED FIELD, 29 FT (8.8 M) SOUTHWEST OF HIGH WATER LINE AND 11 FT
 FW1571'(3.4 M) SOUTH-SOUTHWEST OF CENTERLINE OF FIELD PATH.  THE METAL
 FW1571'WITNESS POST IS NOW GONE.  MARK IS PROJECTING 2-INCHES AND IS ABOUT
 FW1571'2-FEET HIGHER THAN THE WATER.  LOCATED ON THE APPROXIMATE PROLONGATION
 FW1571'OF THE EASTERN EDGE OF A NORTH-SOUTH CANAL, 46.7 FT (14.2 M)
 FW1571'WEST-NORTHWEST OF A 12 INCH PINE TREE WITH REFERENCE TAG, AND 47.1 FT
 FW1571'(14.4 M) NORTH OF A 12 INCH PINE TREE WITH REFERENCE TAG. REFERENCE
 FW1571'MARK NO 1 RECOVERED IN GOOD CONDITION.  MARK IS ABOUT 15-FT FROM THE
 FW1571'HIGH WATER LINE, LEVEL WITH THE PATH, AND PROJECTS 2-FEET ABOVE THE
 FW1571'WATER.  LOCATED 20.0 FT (6.1 M) NORTH OF A 12 INCH CEDAR TREE.
 FW1571'REFERENCE MARK NO 4 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 FW1571'CORRECTIONS.  MARK IS ABOUT LEVEL WITH THE PATH AND PROJECTS 3 INCHES
 FW1571'ABOVE THE GROUND.  LOCATED 65 FT (19.8 M) SOUTH-SOUTHWEST OF THE HIGH
 FW1571'WATER LINE, 11.8 FT (3.6 M) EAST OF A 12 INCH PINE TREE WITH REFERENCE
 FW1571'TAG, AND 43.5 FT (13.3 M) SOUTHWEST OF A 12 INCH PINE TREE WITH
 FW1571'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9223 ***********************************************************************
 DG9223  DESIGNATION -  BELL RESET
 DG9223  PID         -  DG9223
 DG9223  STATE/COUNTY-  NC/NORTHAMPTON
 DG9223  USGS QUAD   -  WELDON (1974)
 DG9223
 DG9223                         *CURRENT SURVEY CONTROL
 DG9223  ___________________________________________________________________
 DG9223* NAD 83(1986)-  36 22 35.     (N)    077 32 19.     (W)     SCALED    
 DG9223* NAVD 88     -        22.315  (meters)      73.21   (feet)  ADJUSTED  
 DG9223  ___________________________________________________________________
 DG9223  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 DG9223  DYNAMIC HT  -          22.297 (meters)      73.15  (feet)  COMP
 DG9223  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 DG9223
 DG9223  VERT ORDER  -  SECOND    CLASS II
 DG9223
 DG9223.The horizontal coordinates were scaled from a topographic map and have
 DG9223.an estimated accuracy of +/- 6 seconds.
 DG9223
 DG9223.The orthometric height was determined by differential leveling
 DG9223.and adjusted in September 2005.
 DG9223
 DG9223.The geoid height was determined by GEOID03.
 DG9223
 DG9223.The dynamic height is computed by dividing the NAVD 88
 DG9223.geopotential number by the normal gravity value computed on the
 DG9223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9223.degrees latitude (g = 980.6199 gals.).
 DG9223
 DG9223.The modeled gravity was interpolated from observed gravity values.
 DG9223
 DG9223;                    North         East    Units  Estimated Accuracy
 DG9223;SPC NC       -   292,330.      740,740.      MT  (+/- 180 meters Scaled)
 DG9223
 DG9223                          SUPERSEDED SURVEY CONTROL
 DG9223
 DG9223.No superseded survey control is available for this station.
 DG9223
 DG9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF722286(NAD 83)
 DG9223_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9223_STAMPING: BELL 1959 1993
 DG9223_MARK LOGO: NCGS  
 DG9223_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG9223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9223+STABILITY: SURFACE MOTION
 DG9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9223+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DG9223
 DG9223  HISTORY     - Date     Condition        Report By
 DG9223  HISTORY     - 1993     MONUMENTED       NCGS
 DG9223
 DG9223                          STATION DESCRIPTION
 DG9223
 DG9223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 DG9223'STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF JACKSON AND 4.8 MI
 DG9223'(7.7 KM) SOUTH-SOUTHEAST OF GARYSBURG. ALONG SR 1128 (OCCONEECHEE NECK
 DG9223'NORTH ROAD) FOR 4.15 MI (6.68 KM) SOUTH FROM US 158 TO A COTTON GIN
 DG9223'AND STATION AREA OF MISCELLANEOUS METAL ITEMS, OR 0.6 MI (1.0 KM)
 DG9223'NORTH OF SR 1126 (BARROWS MILL ROAD) . MARK IS ABOUT LEVEL WITH SR
 DG9223'1128 AND RECESSED 2 INCHES BELOW THE GROUND.  LOCATED 95.5 FT (29.1 M)
 DG9223'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1128, 35.0 FT (10.7 M)
 DG9223'SOUTHEAST OF THE CENTER OF A WOODS DRIVEWAY, 2.3 FT (0.7 M)
 DG9223'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST, 102.7 FT (31.3 M) NORTH
 DG9223'OF THE NORTHEAST CORNER OF A METAL COTTON GIN BUILDING, 22.4 FT (6.8
 DG9223'M) SOUTHWEST OF A 15 INCH TWIN TRUNK PINE WITH REFERENCE TAG, AND
 DG9223'132.56 FT (40.40 M) WEST OF GPS STATION BELL RM 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2587 ***********************************************************************
 FX2587  DESIGNATION -  BELL RM 1
 FX2587  PID         -  FX2587
 FX2587  STATE/COUNTY-  NC/NORTHAMPTON
 FX2587  USGS QUAD   -  WELDON (1974)
 FX2587
 FX2587                         *CURRENT SURVEY CONTROL
 FX2587  ___________________________________________________________________
 FX2587* NAD 83(1986)-  36 22 36.     (N)    077 32 20.     (W)     SCALED    
 FX2587* NAVD 88     -        22.176  (meters)      72.76   (feet)  ADJUSTED  
 FX2587  ___________________________________________________________________
 FX2587  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 FX2587  DYNAMIC HT  -          22.159 (meters)      72.70  (feet)  COMP
 FX2587  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 FX2587
 FX2587  VERT ORDER  -  SECOND    CLASS II
 FX2587
 FX2587.The horizontal coordinates were scaled from a topographic map and have
 FX2587.an estimated accuracy of +/- 6 seconds.
 FX2587
 FX2587.The orthometric height was determined by differential leveling
 FX2587.and adjusted in June 1991.
 FX2587
 FX2587.The geoid height was determined by GEOID03.
 FX2587
 FX2587.The dynamic height is computed by dividing the NAVD 88
 FX2587.geopotential number by the normal gravity value computed on the
 FX2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2587.degrees latitude (g = 980.6199 gals.).
 FX2587
 FX2587.The modeled gravity was interpolated from observed gravity values.
 FX2587
 FX2587;                    North         East    Units  Estimated Accuracy
 FX2587;SPC NC       -   292,360.      740,720.      MT  (+/- 180 meters Scaled)
 FX2587
 FX2587                          SUPERSEDED SURVEY CONTROL
 FX2587
 FX2587  NGVD 29 (??/??/92)   22.499  (m)           73.82   (f) ADJ UNCH    2 2
 FX2587
 FX2587.Superseded values are not recommended for survey control.
 FX2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2587.See file dsdata.txt to determine how the superseded data were derived.
 FX2587
 FX2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF722287(NAD 83)
 FX2587_MARKER: DR = REFERENCE MARK DISK
 FX2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2587_STAMPING: BELL NO 1 1959
 FX2587_MARK LOGO: CGS   
 FX2587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2587+STABILITY: SURFACE MOTION
 FX2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX2587+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1993
 FX2587
 FX2587  HISTORY     - Date     Condition        Report By
 FX2587  HISTORY     - 1959     MONUMENTED       NCGS
 FX2587  HISTORY     - 1975     GOOD             NCGS
 FX2587  HISTORY     - 19930414 GOOD             NCGS
 FX2587
 FX2587                          STATION DESCRIPTION
 FX2587
 FX2587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2587'5.0 MI S FROM GARYSBURG.
 FX2587'TO REACH STATION FROM THE Y-JUNCTION OF US 301 AND US 158 IN SOUTH
 FX2587'SECTION OF GARYSBURG, PROCEED EAST ALONG US 158 FOR 1.85 MILES TO SR
 FX2587'1128 SOUTH, THENCE SOUTH ALONG SR 1128 FOR 4.0 MILES TO STATION ON
 FX2587'RIGHT, APPROXIMATELY 100 FEET NW OF AND ACROSS ROAD FROM BELLS
 FX2587'GROCERY.  22.7 FT. WSW OF C/L OF SR 1128, 39.8 FT. EAST OF
 FX2587'NORTHEASTERNMOST CORNER OF MOBILE HOME, AND 1.8 FT. SOUTH OF SERVICE
 FX2587'POLE.  DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 FX2587'OF THE GROUND.
 FX2587
 FX2587                          STATION RECOVERY (1993)
 FX2587
 FX2587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2587'RECOVERED AS DESCRIBED. REFERENCE MARK 1 PROJECTS 1 INCH ABOVE GROUND.
 FX2587'LOCATED 23.4 FT (7.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1128,
 FX2587'53.8 FT (16.4 M) SOUTH-SOUTHEAST OF A SATELLITE DISH, AND 36.7 FT
 FX2587'(11.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1770 ***********************************************************************
 FW1770  DESIGNATION -  BELL RM 1
 FW1770  PID         -  FW1770
 FW1770  STATE/COUNTY-  NC/CURRITUCK
 FW1770  USGS QUAD   -  BARCO (1982)
 FW1770
 FW1770                         *CURRENT SURVEY CONTROL
 FW1770  ___________________________________________________________________
 FW1770* NAD 83(1986)-  36 26 13.01855(N)    075 59 24.38185(W)     ADJUSTED  
 FW1770* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1770  ___________________________________________________________________
 FW1770  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FW1770  GEOID HEIGHT-         -38.24  (meters)                     GEOID03
 FW1770  HORZ ORDER  -  THIRD
 FW1770
 FW1770.The horizontal coordinates were established by classical geodetic methods
 FW1770.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FW1770
 FW1770.The orthometric height was scaled from a topographic map.
 FW1770
 FW1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1770
 FW1770.The geoid height was determined by GEOID03.
 FW1770
 FW1770;                    North         East     Units Scale Factor Converg.
 FW1770;SPC NC       -   302,178.242   879,461.428   MT  1.00008666   +1 44 14.0
 FW1770;SPC NC       -   991,396.45  2,885,366.37   sFT  1.00008666   +1 44 14.0
 FW1770;UTM  18      - 4,032,869.757   411,257.642   MT  0.99969703   -0 35 17.2
 FW1770
 FW1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1770!SPC NC       -   1.00000592  x   1.00008666  =   1.00009258
 FW1770!UTM  18      -   1.00000592  x   0.99969703  =   0.99970295
 FW1770
 FW1770                          SUPERSEDED SURVEY CONTROL
 FW1770
 FW1770.No superseded survey control is available for this station.
 FW1770
 FW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1125832870(NAD 83)
 FW1770_MARKER: DR = REFERENCE MARK DISK
 FW1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1770_STAMPING: BELL NO 1 1911 1931
 FW1770_MARK LOGO: CGS   
 FW1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1770+STABILITY: SURFACE MOTION
 FW1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1770+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 FW1770
 FW1770  HISTORY     - Date     Condition        Report By
 FW1770  HISTORY     - 1931     MONUMENTED       CGS
 FW1770  HISTORY     - 19941103 GOOD             NCGS
 FW1770
 FW1770                          STATION DESCRIPTION
 FW1770
 FW1770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FW1770'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST-SOUTHEAST OF CURRITUCK
 FW1770'AND 3.2 MI (5.1 KM) NORTH OF BARCO.  PROCEED ALONG THE MAIN ROAD FOR
 FW1770'1.5 MI (2.4 KM) SOUTH FROM THE COURTHOUSE IN CURRITUCK TO SR 1245,
 FW1770'THENCE EASTERLY ALONG SR 1245 FOR 0.6 MI (1.0 KM) TO A DRIVEWAY ON THE
 FW1770'LEFT, THENCE EASTERLY ALONG THE DRIVEWAY FOR 0.25 MI (0.40 KM) TO A
 FW1770'CURVE JUST BEFORE THE WATERS EDGE, BEAR RIGHT AND FOLLOW DRIVE AND
 FW1770'THEN FIELD ROAD ALONG WATER FOR 0.5 MI (0.8 KM) TO THE STATION.  MARK
 FW1770'IS ABOUT LEVEL WITH THE PATH AND PROJECTS 2-FEET ABOVE THE WATER.
 FW1770'LOCATED 23 FT (7.0 M) NORTHEAST OF THE CENTER OF A TRACK ROAD AND 20.0
 FW1770'FT (6.1 M) NORTH OF A 12-INCH CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2588 ***********************************************************************
 FX2588  DESIGNATION -  BELL RM 2
 FX2588  PID         -  FX2588
 FX2588  STATE/COUNTY-  NC/NORTHAMPTON
 FX2588  USGS QUAD   -  WELDON (1974)
 FX2588
 FX2588                         *CURRENT SURVEY CONTROL
 FX2588  ___________________________________________________________________
 FX2588* NAD 83(2007)-  36 22 35.57655(N)    077 32 18.11210(W)     ADJUSTED  
 FX2588* NAVD 88     -        22.584  (meters)      74.09   (feet)  ADJUSTED  
 FX2588  ___________________________________________________________________
 FX2588  EPOCH DATE  -        2002.00
 FX2588  X           -   1,109,423.919 (meters)                     COMP
 FX2588  Y           -  -5,020,193.300 (meters)                     COMP
 FX2588  Z           -   3,761,906.789 (meters)                     COMP
 FX2588  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FX2588  ELLIP HEIGHT-         -11.724 (meters)          (02/10/07) ADJUSTED
 FX2588  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 FX2588  DYNAMIC HT  -          22.567 (meters)      74.04  (feet)  COMP
 FX2588
 FX2588  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2588  Type    PID    Designation                      North   East  Ellip
 FX2588  -------------------------------------------------------------------
 FX2588  NETWORK FX2588 BELL RM 2                         0.51   0.47   1.29
 FX2588  -------------------------------------------------------------------
 FX2588  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 FX2588
 FX2588  VERT ORDER  -  SECOND    CLASS II
 FX2588
 FX2588.The horizontal coordinates were established by GPS observations
 FX2588.and adjusted by the National Geodetic Survey in February 2007.
 FX2588
 FX2588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2588.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2588.The horizontal coordinates are valid at the epoch date displayed above.
 FX2588.The epoch date for horizontal control is a decimal equivalence
 FX2588.of Year/Month/Day.
 FX2588
 FX2588.The orthometric height was determined by differential leveling
 FX2588.and adjusted in June 1991.
 FX2588
 FX2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2588
 FX2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2588
 FX2588.The ellipsoidal height was determined by GPS observations
 FX2588.and is referenced to NAD 83.
 FX2588
 FX2588.The geoid height was determined by GEOID03.
 FX2588
 FX2588.The dynamic height is computed by dividing the NAVD 88
 FX2588.geopotential number by the normal gravity value computed on the
 FX2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2588.degrees latitude (g = 980.6199 gals.).
 FX2588
 FX2588.The modeled gravity was interpolated from observed gravity values.
 FX2588
 FX2588;                    North         East     Units Scale Factor Converg.
 FX2588;SPC NC       -   292,349.478   740,762.154   MT  1.00006534   +0 50 37.0
 FX2588;SPC NC       -   959,149.91  2,430,317.17   sFT  1.00006534   +0 50 37.0
 FX2588;UTM  18      - 4,028,707.250   272,293.489   MT  1.00023888   -1 30 22.0
 FX2588
 FX2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2588!SPC NC       -   1.00000184  x   1.00006534  =   1.00006718
 FX2588!UTM  18      -   1.00000184  x   1.00023888  =   1.00024072
 FX2588
 FX2588                          SUPERSEDED SURVEY CONTROL
 FX2588
 FX2588  NAD 83(2001)-  36 22 35.57733(N)    077 32 18.11223(W) AD(       ) 1
 FX2588  ELLIP H (03/13/03)  -11.741  (m)                       GP(       ) 4 2
 FX2588  NAD 83(1986)-  36 22 35.58463(N)    077 32 18.12309(W) AD(       ) 1
 FX2588  NAVD 88 (03/10/00)   22.58   (m)           74.1    (f) LEVELING    3  
 FX2588  NGVD 29 (??/??/92)   22.907  (m)           75.15   (f) ADJ UNCH    2 2
 FX2588
 FX2588.Superseded values are not recommended for survey control.
 FX2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2588.See file dsdata.txt to determine how the superseded data were derived.
 FX2588
 FX2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7229328707(NAD 83)
 FX2588_MARKER: DR = REFERENCE MARK DISK
 FX2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2588_STAMPING: BELL NO 2 1959
 FX2588_MARK LOGO: CGS   
 FX2588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2588+STABILITY: SURFACE MOTION
 FX2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2588+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 FX2588
 FX2588  HISTORY     - Date     Condition        Report By
 FX2588  HISTORY     - 1959     MONUMENTED       CGS
 FX2588  HISTORY     - 1975     GOOD             NCGS
 FX2588  HISTORY     - 19930414 GOOD             NCGS
 FX2588  HISTORY     - 19960330 GOOD             USPSQD
 FX2588  HISTORY     - 20000901 GOOD             NCGS
 FX2588
 FX2588                          STATION DESCRIPTION
 FX2588
 FX2588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2588'5.0 MI S FROM GARYSBURG.
 FX2588'TO REACH STATION FROM THE Y-JUNCTION OF US 301 AND US 158 IN SOUTH
 FX2588'SECTION OF GARYSBURG, PROCEED EAST ALONG US 158 FOR 1.85 MILES TO SR
 FX2588'1128 SOUTH, THENCE SOUTH ALONG SR 1128 FOR 4.0 MILES TO STATION ON
 FX2588'LEFT, APPROXIMATELY 200 FEET SE OF BELLS GROCERY AND ABOUT 150 FEET
 FX2588'NNE OF BELLS COTTON GIN.  20.6 FT. ENE OF C/L OF SR 1128, 4.2 FT.
 FX2588'NORTH OF PP WITH ALUMINUM REF. TAG, AND 122.0 FT. SW OF SW CORNER OF A
 FX2588'HOUSE.  DISK IS SET IN TOP OF CONCRETE CYLINDER, PROJECTING 3 INCHES
 FX2588'ABOVE THE SURFACE OF THE GROUND.
 FX2588
 FX2588                          STATION RECOVERY (1993)
 FX2588
 FX2588'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2588'SURFACE MARK FOR--BELL 1959--WAS FOUND BROKEN OFF BELOW STEM.
 FX2588'UNDERGROUND MARK FOUND IN GOOD CONDITION AND A NEW SURFACE MARK WAS
 FX2588'ESTABLISHED IN A CONCRETE MONUMENT FLUSH WITH GROUND AND LEVEL WITH
 FX2588'ROAD. REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND OCCUPIED AND
 FX2588'POSITIONED BY GPS AT THIS TIME.
 FX2588
 FX2588                          STATION RECOVERY (1996)
 FX2588
 FX2588'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2588'RECOVERED IN GOOD CONDITION.
 FX2588
 FX2588                          STATION RECOVERY (2000)
 FX2588
 FX2588'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 FX2588'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1773 ***********************************************************************
 FW1773  DESIGNATION -  BELL RM 4
 FW1773  PID         -  FW1773
 FW1773  STATE/COUNTY-  NC/CURRITUCK
 FW1773  USGS QUAD   -  BARCO (1982)
 FW1773
 FW1773                         *CURRENT SURVEY CONTROL
 FW1773  ___________________________________________________________________
 FW1773* NAD 83(1986)-  36 26 12.65163(N)    075 59 26.10118(W)     ADJUSTED  
 FW1773* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1773  ___________________________________________________________________
 FW1773  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 FW1773  GEOID HEIGHT-         -38.24  (meters)                     GEOID03
 FW1773  HORZ ORDER  -  THIRD
 FW1773
 FW1773.The horizontal coordinates were established by classical geodetic methods
 FW1773.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FW1773
 FW1773.The orthometric height was scaled from a topographic map.
 FW1773
 FW1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1773
 FW1773.The geoid height was determined by GEOID03.
 FW1773
 FW1773;                    North         East     Units Scale Factor Converg.
 FW1773;SPC NC       -   302,165.638   879,418.964   MT  1.00008662   +1 44 13.0
 FW1773;SPC NC       -   991,355.10  2,885,227.05   sFT  1.00008662   +1 44 13.0
 FW1773;UTM  18      - 4,032,858.891   411,214.718   MT  0.99969712   -0 35 18.2
 FW1773
 FW1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1773!SPC NC       -   1.00000592  x   1.00008662  =   1.00009254
 FW1773!UTM  18      -   1.00000592  x   0.99969712  =   0.99970304
 FW1773
 FW1773                          SUPERSEDED SURVEY CONTROL
 FW1773
 FW1773.No superseded survey control is available for this station.
 FW1773
 FW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1121532859(NAD 83)
 FW1773_MARKER: DR = REFERENCE MARK DISK
 FW1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1773_STAMPING: BELL 1911 NO 4 1974
 FW1773_MARK LOGO: NGS   
 FW1773_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1773+STABILITY: SURFACE MOTION
 FW1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1773+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1994
 FW1773
 FW1773  HISTORY     - Date     Condition        Report By
 FW1773  HISTORY     - 1974     MONUMENTED       NGS
 FW1773  HISTORY     - 19941103 GOOD             NCGS
 FW1773
 FW1773                          STATION DESCRIPTION
 FW1773
 FW1773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FW1773'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST-SOUTHEAST OF CURRITUCK
 FW1773'AND 3.2 MI (5.1 KM) NORTH OF BARCO.  PROCEED ALONG THE MAIN ROAD FOR
 FW1773'1.5 MI (2.4 KM) SOUTH FROM THE COURTHOUSE IN CURRITUCK TO SR 1245,
 FW1773'THENCE EASTERLY ALONG SR 1245 FOR 0.6 MI (1.0 KM) TO A DRIVEWAY ON THE
 FW1773'LEFT, THENCE ALONG THE DRIVEWAY FOR 0.25 MI (0.40 KM) TO A CURVE JUST
 FW1773'BEFORE THE WATERS EDGE, BEAR RIGHT AND FOLLOW DRIVE AND THEN FIELD
 FW1773'ROAD ALONG WATER FOR 0.5 MI (0.8 KM) TO THE STATION.  MARK PROJECTS 3
 FW1773'INCHES ABOVE THE GROUND.  LOCATED 65.0 FT (19.8 M) SOUTH-SOUTHWEST OF
 FW1773'THE HIGH WATER MARK --AND 11.8 FT (3.6 M) EAST OF A 12 INCH PINE, 43.5
 FW1773'FT (13.3 M) SOUTHWEST OF A 12 INCH PINE-- BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5359 ***********************************************************************
 AI5359  DESIGNATION -  BELL UNDERGROUND
 AI5359  PID         -  AI5359
 AI5359  STATE/COUNTY-  NC/NORTHAMPTON
 AI5359  USGS QUAD   -  WELDON (1974)
 AI5359
 AI5359                         *CURRENT SURVEY CONTROL
 AI5359  ___________________________________________________________________
 AI5359* NAD 83(2001)-  36 22 35.31537(N)    077 32 19.69890(W)     ADJUSTED  
 AI5359* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 AI5359  ___________________________________________________________________
 AI5359  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AI5359  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AI5359  HORZ ORDER  -  SECOND
 AI5359
 AI5359.The horizontal coordinates were established by classical geodetic methods
 AI5359.and adjusted by the National Geodetic Survey in August 2005.
 AI5359
 AI5359.The orthometric height was scaled from a topographic map.
 AI5359
 AI5359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5359
 AI5359.The geoid height was determined by GEOID03.
 AI5359
 AI5359;                    North         East     Units Scale Factor Converg.
 AI5359;SPC NC       -   292,340.846   740,722.722   MT  1.00006532   +0 50 36.1
 AI5359;SPC NC       -   959,121.59  2,430,187.80   sFT  1.00006532   +0 50 36.1
 AI5359;UTM  18      - 4,028,700.240   272,253.729   MT  1.00023911   -1 30 23.0
 AI5359
 AI5359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5359!SPC NC       -   1.00000184  x   1.00006532  =   1.00006716
 AI5359!UTM  18      -   1.00000184  x   1.00023911  =   1.00024095
 AI5359
 AI5359                          SUPERSEDED SURVEY CONTROL
 AI5359
 AI5359  NAD 83(1986)-  36 22 35.32265(N)    077 32 19.70976(W) AD(       ) 2
 AI5359
 AI5359.Superseded values are not recommended for survey control.
 AI5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5359.See file dsdata.txt to determine how the superseded data were derived.
 AI5359
 AI5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7225428700(NAD 83)
 AI5359_MARKER: DS = TRIANGULATION STATION DISK
 AI5359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5359_STAMPING: BELL 1959
 AI5359_MARK LOGO: CGS   
 AI5359_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5359+STABILITY: SURFACE MOTION
 AI5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5359+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 AI5359
 AI5359  HISTORY     - Date     Condition        Report By
 AI5359  HISTORY     - 1959     MONUMENTED       CGS
 AI5359  HISTORY     - 19930719 GOOD             NCGS
 AI5359
 AI5359                          STATION DESCRIPTION
 AI5359
 AI5359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5359'SURFACE MARK WAS FOUND BROKEN OFF BELOW STEM APRIL 1993. THE REMAINING
 AI5359'SURFACE MARK WAS REMOVED AND THE UNDERGROUND MARK FOUND IN GOOD
 AI5359'CONDITION RECESSED 31-INCHES BELOW THE GROUND. A NEW SURFACE MARK
 AI5359'RESET BY PLUMBING OVER THE UNDERGROUND MARK WAS ESTABLISHED IN A
 AI5359'CONCRETE MONUMENT FLUSH WITH GROUND AND LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2185 ***********************************************************************
 FX2185  DESIGNATION -  BELLAMY
 FX2185  PID         -  FX2185
 FX2185  STATE/COUNTY-  NC/NASH
 FX2185  USGS QUAD   -  RINGWOOD (1963)
 FX2185
 FX2185                         *CURRENT SURVEY CONTROL
 FX2185  ___________________________________________________________________
 FX2185* NAD 83(2001)-  36 09 23.08601(N)    077 47 00.10637(W)     ADJUSTED  
 FX2185* NAVD 88     -        45.253  (meters)     148.47   (feet)  ADJUSTED  
 FX2185  ___________________________________________________________________
 FX2185  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FX2185  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 FX2185  DYNAMIC HT  -          45.215 (meters)     148.34  (feet)  COMP
 FX2185  MODELED GRAV-     979,796.2   (mgal)                       NAVD 88
 FX2185
 FX2185  HORZ ORDER  -  SECOND
 FX2185  VERT ORDER  -  SECOND    CLASS I
 FX2185
 FX2185.The horizontal coordinates were established by classical geodetic methods
 FX2185.and adjusted by the National Geodetic Survey in August 2005.
 FX2185
 FX2185.The orthometric height was determined by differential leveling
 FX2185.and adjusted in June 1991.
 FX2185
 FX2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2185
 FX2185.The geoid height was determined by GEOID03.
 FX2185
 FX2185.The dynamic height is computed by dividing the NAVD 88
 FX2185.geopotential number by the normal gravity value computed on the
 FX2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2185.degrees latitude (g = 980.6199 gals.).
 FX2185
 FX2185.The modeled gravity was interpolated from observed gravity values.
 FX2185
 FX2185;                    North         East     Units Scale Factor Converg.
 FX2185;SPC NC       -   267,626.814   719,077.631   MT  0.99999715   +0 42 07.9
 FX2185;SPC NC       -   878,038.97  2,359,173.86   sFT  0.99999715   +0 42 07.9
 FX2185;UTM  18      - 4,004,887.037   249,608.247   MT  1.00037257   -1 38 34.9
 FX2185
 FX2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2185!SPC NC       -   0.99999833  x   0.99999715  =   0.99999548
 FX2185!UTM  18      -   0.99999833  x   1.00037257  =   1.00037090
 FX2185
 FX2185:                Primary Azimuth Mark                     Grid Az
 FX2185:SPC NC       -  LATHAM                                   192 57 05.6
 FX2185:UTM  18      -  LATHAM                                   195 17 48.4
 FX2185
 FX2185|---------------------------------------------------------------------|
 FX2185| PID    Reference Object                     Distance      Geod. Az  |
 FX2185|                                                           dddmmss.s |
 FX2185| FX2183 LATHAM                              APPROX. 2.0 KM 1933913.5 |
 FX2185|---------------------------------------------------------------------|
 FX2185
 FX2185                          SUPERSEDED SURVEY CONTROL
 FX2185
 FX2185  NAD 83(1993)-  36 09 23.09464(N)    077 47 00.11350(W) AD(       ) 2
 FX2185  NAD 83(1986)-  36 09 23.09344(N)    077 47 00.11801(W) AD(       ) 2
 FX2185  NAD 27      -  36 09 22.54196(N)    077 47 01.18937(W) AD(       ) 2
 FX2185  NGVD 29 (??/??/92)   45.567  (m)          149.50   (f) ADJ UNCH    2 1
 FX2185
 FX2185.Superseded values are not recommended for survey control.
 FX2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2185.See file dsdata.txt to determine how the superseded data were derived.
 FX2185
 FX2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4960804887(NAD 83)
 FX2185_MARKER: DE = TRAVERSE STATION DISK
 FX2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2185_SP_SET: CONCRETE POST
 FX2185_STAMPING: BELLAMY 1973
 FX2185_MARK LOGO: NCGS  
 FX2185_PROJECTION: FLUSH
 FX2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2185+STABILITY: SURFACE MOTION
 FX2185
 FX2185  HISTORY     - Date     Condition        Report By
 FX2185  HISTORY     - 1973     MONUMENTED       NCGS
 FX2185  HISTORY     - 1978     GOOD             NCGS
 FX2185
 FX2185                          STATION DESCRIPTION
 FX2185
 FX2185'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2185'BELLAMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX2185'THE VICINITY OF WHITAKERS, NORTH CAROLINA.
 FX2185'
 FX2185'BELLAMY IS LOCATED APPROXIMATELY 5.0 MILES NORTHWEST OF WHITAKERS AND
 FX2185'7.0 MILES WEST OF ENFIELD.  TO REACH STATION PROCEED FROM THE I-95
 FX2185'UNDERPASS OF NC 44, PROCEED NORTH ALONG I-95 FOR 2.2 MILES TO THE
 FX2185'SR 1226 OVERPASS (NO EXIT) AND STATION AT SOUTHWEST CORNER OF
 FX2185'BRIDGE, 0.9 MILE NORTH OF HALIFAX-NASH COUNTY LINE, AND
 FX2185'APPROXIMATELY 1.5 MILES WEST OF BELLAMY LAKE.
 FX2185'
 FX2185'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELLAMY
 FX2185'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FX2185'FLUSH WITH THE GROUND.
 FX2185'
 FX2185'MARK IS
 FX2185'15.4 FEET S OF C/L OF SR 1226.
 FX2185'7.5 FEET W OF W END OF S BRIDGE RAIL.
 FX2185'4.3 FEET WNW OF SW END WING WALL CURB.
 FX2185'4.3 FEET ESE OF 1ST GUARD RAIL POST W OF BRIDGE.
 FX2185
 FX2185                          STATION RECOVERY (1978)
 FX2185
 FX2185'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2185'5.1 MI NW FROM WHITAKERS.
 FX2185'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 481, PROCEED SOUTH
 FX2185'ALONG I 95 FOR 1.7 MILES TO THE SR 1226 OVERPASS NO EXIT AND STATION
 FX2185'AT SOUTHWEST CORNER OF BRIDGE, 15.4 FT. SOUTH OF CENTERLINE OF SR 1226
 FX2185'7.5 FT. WEST OF WEST END OF SOUTH BRIDGE RAIL, 4.3 FT. WEST NORTHWEST
 FX2185'OF SOUTHWEST END WINGWALL CURB AND 4.3 FT. EAST SOUTHEAST OF FIRST
 FX2185'GUARD RAIL POST WEST OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2154 ***********************************************************************
 EB2154  DESIGNATION -  BELLAMY
 EB2154  PID         -  EB2154
 EB2154  STATE/COUNTY-  NC/BRUNSWICK
 EB2154  USGS QUAD   -  SUPPLY (1990)
 EB2154
 EB2154                         *CURRENT SURVEY CONTROL
 EB2154  ___________________________________________________________________
 EB2154* NAD 83(2001)-  34 00 21.58178(N)    078 18 18.35452(W)     ADJUSTED  
 EB2154* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 EB2154  ___________________________________________________________________
 EB2154  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EB2154  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EB2154  HORZ ORDER  -  SECOND
 EB2154
 EB2154.The horizontal coordinates were established by classical geodetic methods
 EB2154.and adjusted by the National Geodetic Survey in August 2005.
 EB2154
 EB2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2154
 EB2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2154
 EB2154.The geoid height was determined by GEOID03.
 EB2154
 EB2154;                    North         East     Units Scale Factor Converg.
 EB2154;SPC NC       -    28,624.196   673,801.364   MT  1.00010671   +0 24 03.9
 EB2154;SPC NC       -    93,911.22  2,210,629.98   sFT  1.00010671   +0 24 03.9
 EB2154;UTM  17      - 3,766,095.681   748,885.461   MT  1.00036367   +1 30 28.7
 EB2154
 EB2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2154!SPC NC       -   1.00000365  x   1.00010671  =   1.00011036
 EB2154!UTM  17      -   1.00000365  x   1.00036367  =   1.00036732
 EB2154
 EB2154:                Primary Azimuth Mark                     Grid Az
 EB2154:SPC NC       -  L 64                                     065 56 55.8
 EB2154:UTM  17      -  L 64                                     064 50 31.0
 EB2154
 EB2154|---------------------------------------------------------------------|
 EB2154| PID    Reference Object                     Distance      Geod. Az  |
 EB2154|                                                           dddmmss.s |
 EB2154| EB0326 L 64                                APPROX. 1.3 KM 0662059.7 |
 EB2154|---------------------------------------------------------------------|
 EB2154
 EB2154                          SUPERSEDED SURVEY CONTROL
 EB2154
 EB2154  NAD 83(1986)-  34 00 21.59149(N)    078 18 18.36313(W) AD(       ) 2
 EB2154  NAD 27      -  34 00 20.97416(N)    078 18 19.36209(W) AD(       ) 2
 EB2154  NGVD 29 (07/19/86)   13.1    (m)           43.     (f) VERT ANG    3  
 EB2154
 EB2154.Superseded values are not recommended for survey control.
 EB2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2154.See file dsdata.txt to determine how the superseded data were derived.
 EB2154
 EB2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4888566096(NAD 83)
 EB2154_MARKER: DE = TRAVERSE STATION DISK
 EB2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2154_STAMPING: BELLAMY 1975
 EB2154_MARK LOGO: NCGS  
 EB2154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2154+STABILITY: SURFACE MOTION
 EB2154
 EB2154  HISTORY     - Date     Condition        Report By
 EB2154  HISTORY     - 1975     MONUMENTED       NCGS
 EB2154  HISTORY     - 1988     GOOD             USPSQD
 EB2154  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 EB2154  HISTORY     - 19980922 SEE DESCRIPTION  NCGS
 EB2154  HISTORY     - 19980922 MARK NOT FOUND   NCGS
 EB2154  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EB2154  HISTORY     - 20040503 MARK NOT FOUND   USPSQD
 EB2154
 EB2154                          STATION DESCRIPTION
 EB2154
 EB2154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2154'BELLAMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2154'THE VICINITY OF SUPPLY, NORTH CAROLINA.
 EB2154'
 EB2154'BELLAMY IS LOCATED APPROXIMATELY 2.05 MILES WSW OF SUPPLY, AND
 EB2154'4.8 MILES ENE OF SHALLOTTE.  TO REACH STATION FROM INTERSECTION
 EB2154'OF NC 211 WITH U.S. 17 AT SUPPLY, PROCEED WSW ALONG U.S. 17 FOR
 EB2154'2.05 MILES TO STATION ON THE LEFT, DIRECTLY IN FRONT OF A ONE
 EB2154'STORY BRICK AND WHITE FRAMED HOUSE (BELLAMY RESIDENCE), AND 0.25
 EB2154'MILE WSW OF THE INTERSECTION WITH SR 1344 (N).
 EB2154'
 EB2154'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2154'BELLAMY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2154'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2154'
 EB2154'MARK IS 24.6 FT SSE OF C/L OF U.S. 17
 EB2154'
 EB2154'16.1 FT WSW OF C/L OF DIRT DRIVEWAY LEADING SOUTH TO A MOBILE HOME
 EB2154'
 EB2154'7.0 FT NW OF WEST END OF CONCRETE CULVERT UNDER DRIVEWAY
 EB2154'
 EB2154'119.1 FT SE OF SW CORNER OF BELLAMY RESIDENCE
 EB2154'
 EB2154'95.3 FT NNE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EB2154'
 EB2154'134.7 FT ESE OF PP WITH ALUMINUM REF. TAG
 EB2154
 EB2154                          STATION RECOVERY (1988)
 EB2154
 EB2154'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EB2154'RECOVERED IN GOOD CONDITION.
 EB2154
 EB2154                          STATION RECOVERY (1997)
 EB2154
 EB2154'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB2154'MARK NOT FOUND.
 EB2154
 EB2154                          STATION RECOVERY (1998)
 EB2154
 EB2154'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2154'MARK NOT FOUND, MAY STILL EXIST.
 EB2154
 EB2154                          STATION RECOVERY (1998)
 EB2154
 EB2154'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2154'MARK NOT FOUND, MAY STILL EXIST.
 EB2154
 EB2154                          STATION RECOVERY (2001)
 EB2154
 EB2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EB2154'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EB2154
 EB2154                          STATION RECOVERY (2004)
 EB2154
 EB2154'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3896 ***********************************************************************
 EA3896  DESIGNATION -  BELLER
 EA3896  PID         -  EA3896
 EA3896  STATE/COUNTY-  NC/ONSLOW
 EA3896  USGS QUAD   -  JACKSONVILLE NE (1978)
 EA3896
 EA3896                         *CURRENT SURVEY CONTROL
 EA3896  ___________________________________________________________________
 EA3896* NAD 83(2007)-  34 53 24.16775(N)    077 19 07.91385(W)     ADJUSTED  
 EA3896* NAVD 88     -        14.3    (meters)      47.     (feet)  GPS OBS   
 EA3896  ___________________________________________________________________
 EA3896  EPOCH DATE  -        2002.00
 EA3896  X           -   1,149,739.132 (meters)                     COMP
 EA3896  Y           -  -5,109,638.735 (meters)                     COMP
 EA3896  Z           -   3,627,855.010 (meters)                     COMP
 EA3896  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 EA3896  ELLIP HEIGHT-         -22.771 (meters)          (02/10/07) ADJUSTED
 EA3896  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 EA3896
 EA3896  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3896  Type    PID    Designation                      North   East  Ellip
 EA3896  -------------------------------------------------------------------
 EA3896  NETWORK EA3896 BELLER                            1.10   0.94   2.27
 EA3896  -------------------------------------------------------------------
 EA3896
 EA3896.The horizontal coordinates were established by GPS observations
 EA3896.and adjusted by the National Geodetic Survey in February 2007.
 EA3896
 EA3896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3896.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3896.The horizontal coordinates are valid at the epoch date displayed above.
 EA3896.The epoch date for horizontal control is a decimal equivalence
 EA3896.of Year/Month/Day.
 EA3896
 EA3896.The orthometric height was determined by GPS observations and a
 EA3896.high-resolution geoid model.
 EA3896
 EA3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3896
 EA3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3896
 EA3896.The ellipsoidal height was determined by GPS observations
 EA3896.and is referenced to NAD 83.
 EA3896
 EA3896.The geoid height was determined by GEOID03.
 EA3896
 EA3896;                    North         East     Units Scale Factor Converg.
 EA3896;SPC NC       -   127,766.881   763,250.089   MT  0.99989240   +0 58 13.1
 EA3896;SPC NC       -   419,181.84  2,504,096.33   sFT  0.99989240   +0 58 13.1
 EA3896;UTM  18      - 3,863,303.334   288,096.912   MT  1.00015345   -1 19 36.8
 EA3896
 EA3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3896!SPC NC       -   1.00000357  x   0.99989240  =   0.99989597
 EA3896!UTM  18      -   1.00000357  x   1.00015345  =   1.00015702
 EA3896
 EA3896:                Primary Azimuth Mark                     Grid Az
 EA3896:SPC NC       -  BELLER AZ MK                             050 14 01.2
 EA3896:UTM  18      -  BELLER AZ MK                             052 31 51.1
 EA3896
 EA3896|---------------------------------------------------------------------|
 EA3896| PID    Reference Object                     Distance      Geod. Az  |
 EA3896|                                                           dddmmss.s |
 EA3896| EA3897 BELLER AZ MK                        APPROX. 0.8 KM 0511214.3 |
 EA3896|---------------------------------------------------------------------|
 EA3896
 EA3896                          SUPERSEDED SURVEY CONTROL
 EA3896
 EA3896  ELLIP H (09/26/06)  -22.833  (m)                       GP(       ) 4 2
 EA3896  NAD 83(2001)-  34 53 24.16892(N)    077 19 07.91196(W) AD(       ) 1
 EA3896  ELLIP H (03/27/03)  -22.759  (m)                       GP(       ) 4 2
 EA3896  NAD 83(1986)-  34 53 24.17969(N)    077 19 07.92247(W) AD(       ) 1
 EA3896  NGVD 29 (10/11/91)   14.6    (m)           48.     (f) GPS OBS     3  
 EA3896
 EA3896.Superseded values are not recommended for survey control.
 EA3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3896.See file dsdata.txt to determine how the superseded data were derived.
 EA3896
 EA3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8809763303(NAD 83)
 EA3896_MARKER: DH = HORIZONTAL CONTROL DISK
 EA3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3896_SP_SET: CONCRETE POST
 EA3896_STAMPING: BELLER 1990
 EA3896_MARK LOGO: NCGS  
 EA3896_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA3896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3896+STABILITY: SURFACE MOTION
 EA3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3896+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1999
 EA3896
 EA3896  HISTORY     - Date     Condition        Report By
 EA3896  HISTORY     - 1990     MONUMENTED       NCGS
 EA3896  HISTORY     - 19990628 GOOD             NCGS
 EA3896
 EA3896                          STATION DESCRIPTION
 EA3896
 EA3896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 EA3896'STATION IS LOCATED IN HOFMANN FOREST.
 EA3896'PROCEED ALONG DEPPE TRAIL FOR 3.6 MI (5.79 KM) NORTHWEST FROM THE NC
 EA3896'FOREST SERVICE LOOKOUT TOWER (AT THE ENTRANCE TO HOFMANN FOREST ALONG
 EA3896'US 17), TO ROPER ROAD, THENCE NORTHEAST ALONG ROPER ROAD FOR 2.15 MI
 EA3896'(3.46 KM) TO BULL BELLER ROAD, AND THE STATION AT THE CENTERLINE
 EA3896'INTERSECTION.
 EA3896'MARK IS RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH ROAD.  LOCATED
 EA3896'7.90 M (25.92 FT) SOUTH OF A FOUR BY FOUR WOODEN ROAD POST, 24.73 M
 EA3896'(81.14 FT) SOUTHEAST OF A STEEL LOCK POST.
 EA3896
 EA3896                          STATION RECOVERY (1999)
 EA3896
 EA3896'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA3896'REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3897 ***********************************************************************
 EA3897  DESIGNATION -  BELLER AZ MK
 EA3897  PID         -  EA3897
 EA3897  STATE/COUNTY-  NC/ONSLOW
 EA3897  USGS QUAD   -  JACKSONVILLE NE (1978)
 EA3897
 EA3897                         *CURRENT SURVEY CONTROL
 EA3897  ___________________________________________________________________
 EA3897* NAD 83(2007)-  34 53 40.57849(N)    077 18 43.13667(W)     ADJUSTED  
 EA3897* NAVD 88     -        14.2    (meters)      47.     (feet)  VERTCON   
 EA3897  ___________________________________________________________________
 EA3897  EPOCH DATE  -        2002.00
 EA3897  X           -   1,150,289.362 (meters)                     COMP
 EA3897  Y           -  -5,109,218.329 (meters)                     COMP
 EA3897  Z           -   3,628,269.789 (meters)                     COMP
 EA3897  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EA3897  ELLIP HEIGHT-         -22.814 (meters)          (02/10/07) ADJUSTED
 EA3897  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 EA3897
 EA3897  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3897  Type    PID    Designation                      North   East  Ellip
 EA3897  -------------------------------------------------------------------
 EA3897  NETWORK EA3897 BELLER AZ MK                      1.12   0.96   2.31
 EA3897  -------------------------------------------------------------------
 EA3897
 EA3897.The horizontal coordinates were established by GPS observations
 EA3897.and adjusted by the National Geodetic Survey in February 2007.
 EA3897
 EA3897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3897.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3897.The horizontal coordinates are valid at the epoch date displayed above.
 EA3897.The epoch date for horizontal control is a decimal equivalence
 EA3897.of Year/Month/Day.
 EA3897
 EA3897.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3897
 EA3897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3897
 EA3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3897
 EA3897.The ellipsoidal height was determined by GPS observations
 EA3897.and is referenced to NAD 83.
 EA3897
 EA3897.The geoid height was determined by GEOID03.
 EA3897
 EA3897;                    North         East     Units Scale Factor Converg.
 EA3897;SPC NC       -   128,283.146   763,870.467   MT  0.99989190   +0 58 27.4
 EA3897;SPC NC       -   420,875.62  2,506,131.69   sFT  0.99989190   +0 58 27.4
 EA3897;UTM  18      - 3,863,794.444   288,737.652   MT  1.00015011   -1 19 23.2
 EA3897
 EA3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3897!SPC NC       -   1.00000358  x   0.99989190  =   0.99989548
 EA3897!UTM  18      -   1.00000358  x   1.00015011  =   1.00015369
 EA3897
 EA3897:                Primary Azimuth Mark                     Grid Az
 EA3897:SPC NC       -  BELLER                                   230 14 01.1
 EA3897:UTM  18      -  BELLER                                   232 31 51.7
 EA3897
 EA3897|---------------------------------------------------------------------|
 EA3897| PID    Reference Object                     Distance      Geod. Az  |
 EA3897|                                                           dddmmss.s |
 EA3897| EA3896 BELLER                              APPROX. 0.8 KM 2311228.5 |
 EA3897|---------------------------------------------------------------------|
 EA3897
 EA3897                          SUPERSEDED SURVEY CONTROL
 EA3897
 EA3897  NAD 83(2001)-  34 53 40.57966(N)    077 18 43.13481(W) AD(       ) 1
 EA3897  ELLIP H (03/27/03)  -22.802  (m)                       GP(       ) 4 2
 EA3897  NAD 83(1986)-  34 53 40.59042(N)    077 18 43.14521(W) AD(       ) 1
 EA3897  NGVD 29 (10/11/91)   14.6    (m)           48.     (f) GPS OBS     3  
 EA3897
 EA3897.Superseded values are not recommended for survey control.
 EA3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3897.See file dsdata.txt to determine how the superseded data were derived.
 EA3897
 EA3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8873863794(NAD 83)
 EA3897_MARKER: DZ = AZIMUTH MARK DISK
 EA3897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3897_SP_SET: CONCRETE POST
 EA3897_STAMPING: BELLER 1990
 EA3897_MARK LOGO: NCGS  
 EA3897_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA3897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3897+STABILITY: SURFACE MOTION
 EA3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3897+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1999
 EA3897
 EA3897  HISTORY     - Date     Condition        Report By
 EA3897  HISTORY     - 1990     MONUMENTED       NCGS
 EA3897  HISTORY     - 19990628 GOOD             NCGS
 EA3897
 EA3897                          STATION DESCRIPTION
 EA3897
 EA3897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 EA3897'STATION IS LOCATED IN HOFMANN FOREST.
 EA3897'PROCEED ALONG DEPPE TRAIL FOR 3.6 MI (5.79 KM) NORTHWEST FROM THE NC
 EA3897'FOREST SERVICE LOOKOUT TOWER (AT THE ENTRANCE TO HOFMANN FOREST ALONG
 EA3897'US 17), TO ROPER ROAD, THENCE NORTHEAST ALONG ROPER ROAD FOR 2.65 MI
 EA3897'(4.26 KM) TO THE STATION, IN THE SHOULDER, ON THE ALIGNMENT WITH TWO
 EA3897'HIGH VOLTAGE POWER LINES.
 EA3897'MARK IS RECESSED BELOW GROUND AND LEVEL WITH ROAD.  LOCATED 2.55 M
 EA3897'(8.37 FT)SOUTH-SOUTHEAST OF THE CENTERLINE OF ROPER ROAD, 5.07 M
 EA3897'(16.63 FT) WEST OF A WITNESS POST, AND 12.78 M (41.93 FT)
 EA3897'NORTH-NORTHWEST OF A TRANSMISSION POLE (158) WITH A REFERENCE TAG.
 EA3897
 EA3897                          STATION RECOVERY (1999)
 EA3897
 EA3897'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA3897'RECOVERED AS DESCRIBED USING TO REACH AND METAL DETECTOR WITH THE
 EA3897'FOLLOWING ADDITION. MARK IS RECESSED 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1769 ***********************************************************************
 FC1769  DESIGNATION -  BELLEW
 FC1769  PID         -  FC1769
 FC1769  STATE/COUNTY-  NC/CHEROKEE
 FC1769  USGS QUAD   -  ISABELLA (1978)
 FC1769
 FC1769                         *CURRENT SURVEY CONTROL
 FC1769  ___________________________________________________________________
 FC1769* NAD 83(2001)-  35 00 41.95790(N)    084 16 00.20560(W)     ADJUSTED  
 FC1769* NAVD 88     -       582.7    (meters)    1912.     (feet)  VERTCON   
 FC1769  ___________________________________________________________________
 FC1769  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FC1769  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 FC1769  HORZ ORDER  -  SECOND
 FC1769
 FC1769.The horizontal coordinates were established by classical geodetic methods
 FC1769.and adjusted by the National Geodetic Survey in August 2005.
 FC1769
 FC1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1769
 FC1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1769
 FC1769.The geoid height was determined by GEOID03.
 FC1769
 FC1769;                    North         East     Units Scale Factor Converg.
 FC1769;SPC NC       -   152,703.196   129,162.341   MT  0.99988132   -3 02 23.3
 FC1769;SPC NC       -   500,993.74    423,760.11   sFT  0.99988132   -3 02 23.3
 FC1769;UTM  16      - 3,877,750.335   749,413.190   MT  1.00036674   +1 34 08.4
 FC1769
 FC1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1769!SPC NC       -   0.99991307  x   0.99988132  =   0.99979440
 FC1769!UTM  16      -   0.99991307  x   1.00036674  =   1.00027978
 FC1769
 FC1769|---------------------------------------------------------------------|
 FC1769| PID    Reference Object                     Distance      Geod. Az  |
 FC1769|                                                           dddmmss.s |
 FC1769| FC1768 JOHNSONVILLE                        251.468 METERS 09358     |
 FC1769| FC1770 SHADOW                              221.881 METERS 31602     |
 FC1769|---------------------------------------------------------------------|
 FC1769
 FC1769                          SUPERSEDED SURVEY CONTROL
 FC1769
 FC1769  NAD 83(1995)-  35 00 41.95873(N)    084 16 00.20519(W) AD(       ) 2
 FC1769  NAD 83(1992)-  35 00 41.96270(N)    084 16 00.21193(W) AD(       ) 2
 FC1769  NAD 83(1986)-  35 00 41.96078(N)    084 16 00.21185(W) AD(       ) 2
 FC1769  NAD 27      -  35 00 41.66992(N)    084 16 00.50244(W) AD(       ) 2
 FC1769  NGVD 29 (07/19/86)  582.7    (m)         1912.     (f) VERT ANG    3  
 FC1769
 FC1769.Superseded values are not recommended for survey control.
 FC1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1769.See file dsdata.txt to determine how the superseded data were derived.
 FC1769
 FC1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD4941377750(NAD 83)
 FC1769_MARKER: DE = TRAVERSE STATION DISK
 FC1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1769+STABILITY: SURFACE MOTION
 FC1769
 FC1769  HISTORY     - Date     Condition        Report By
 FC1769  HISTORY     - 1977     MONUMENTED       NCGS
 FC1769
 FC1769                          STATION DESCRIPTION
 FC1769
 FC1769'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1769'THE STATION IS LOCATED APPROXIMATELY 14.9 MILES WEST-SOUTHWEST OF
 FC1769'MURPHY.
 FC1769'
 FC1769'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 294
 FC1769'SOUTHWEST OF MURPHY, PROCEED WEST ALONG US 64 FOR 8.75 MILES TO ABOUT
 FC1769'THE CENTER OF A LONG CURVE TURNING RIGHT AND STATION ON LEFT, IN
 FC1769'MEDIAN NEAR EAST END OF GUARD RAIL, 0.2 MILE WEST OF THE SR 1107
 FC1769'(JOHNSONVILLE) MEDIAN CROSSOVER.
 FC1769'
 FC1769'STATION MARK IS A STANDARD DISK STAMPED---BELLEW 1977---, SET IN THE
 FC1769'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FC1769'THE MARK IS 37.7 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF WEST BOUND
 FC1769'US 64, 2.6 FEET NORTH-NORTHEAST OF WITNESS POST, 19.8 FEET NORTH OF
 FC1769'8 INCH OAK WITH REFERENCE TAG, 34.5 FEET NORTHEAST OF 12 INCH PINE,
 FC1769'AND 10.0 FEET SOUTH-SOUTHEAST OF EASTERNMOST GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2597 ***********************************************************************
 FA2597  DESIGNATION -  BELLHAVEN
 FA2597  PID         -  FA2597
 FA2597  STATE/COUNTY-  NC/MECKLENBURG
 FA2597  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA2597
 FA2597                         *CURRENT SURVEY CONTROL
 FA2597  ___________________________________________________________________
 FA2597* NAD 83(2001)-  35 17 26.02721(N)    080 54 43.03043(W)     ADJUSTED  
 FA2597* NAVD 88     -       246.2    (meters)     808.     (feet)  VERTCON   
 FA2597  ___________________________________________________________________
 FA2597  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 FA2597  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 FA2597  HORZ ORDER  -  SECOND
 FA2597
 FA2597.The horizontal coordinates were established by classical geodetic methods
 FA2597.and adjusted by the National Geodetic Survey in August 2005.
 FA2597
 FA2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2597
 FA2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2597
 FA2597.The geoid height was determined by GEOID03.
 FA2597
 FA2597;                    North         East     Units Scale Factor Converg.
 FA2597;SPC NC       -   172,569.220   435,714.644   MT  0.99987282   -1 06 12.7
 FA2597;SPC NC       -   566,170.85  1,429,507.13   sFT  0.99987282   -1 06 12.7
 FA2597;UTM  17      - 3,905,269.737   508,005.940   MT  0.99960079   +0 03 03.1
 FA2597
 FA2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2597!SPC NC       -   0.99996617  x   0.99987282  =   0.99983899
 FA2597!UTM  17      -   0.99996617  x   0.99960079  =   0.99956697
 FA2597
 FA2597:                Primary Azimuth Mark                     Grid Az
 FA2597:SPC NC       -  KENLEY                                   314 19 20.5
 FA2597:UTM  17      -  KENLEY                                   313 10 04.7
 FA2597
 FA2597|---------------------------------------------------------------------|
 FA2597| PID    Reference Object                     Distance      Geod. Az  |
 FA2597|                                                           dddmmss.s |
 FA2597| FA2599 KENLEY                              APPROX. 2.7 KM 3131307.8 |
 FA2597|---------------------------------------------------------------------|
 FA2597
 FA2597                          SUPERSEDED SURVEY CONTROL
 FA2597
 FA2597  NAD 83(1986)-  35 17 26.04459(N)    080 54 43.03832(W) AD(       ) 2
 FA2597  NAD 27      -  35 17 25.53966(N)    080 54 43.77685(W) AD(       ) 2
 FA2597  NGVD 29 (07/19/86)  246.4    (m)          808.     (f) VERT ANG    3  
 FA2597
 FA2597.Superseded values are not recommended for survey control.
 FA2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2597.See file dsdata.txt to determine how the superseded data were derived.
 FA2597
 FA2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0800605270(NAD 83)
 FA2597_MARKER: DE = TRAVERSE STATION DISK
 FA2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2597_STAMPING: BELLHAVEN 1971
 FA2597_MARK LOGO: NCGS  
 FA2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2597+STABILITY: SURFACE MOTION
 FA2597
 FA2597  HISTORY     - Date     Condition        Report By
 FA2597  HISTORY     - 1971     MONUMENTED       NCGS
 FA2597  HISTORY     - 1975     MARK NOT FOUND   NCSHC
 FA2597  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA2597  HISTORY     - 20040324 POOR             USPSQD
 FA2597
 FA2597                          STATION DESCRIPTION
 FA2597
 FA2597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 FA2597'BELLHAVEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2597'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2597'
 FA2597'BELLHAVEN IS LOCATED APPROXIMATELY 5.8 MILES NORTHWEST OF CHARLOTTE.
 FA2597'TO REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND NC 16 (NW
 FA2597'OF CHARLOTTE), GO NORTHWEST ON NC 16 FOR 2.8 MILES TO STATION ON
 FA2597'RIGHT (EAST) SIDE OF NC 16, 0.1 MILE SOUTHEAST OF INTERSECTION OF
 FA2597'NC 16 AND SR 2009 (CALDWELL WILLIAMS RD.), ON HIGH POINT OF A HIGH
 FA2597'CLAY BANK UNDER POWER TRANSMISSION LINE.
 FA2597'
 FA2597'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2597'BELLHAVEN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2597'WHICH IS 3 INCHES ABOVE THE GROUND.
 FA2597'
 FA2597'MARK IS
 FA2597'114.6 FEET NE OF C/L OF NC 16.
 FA2597'34.0 FEET SW OF ALUMINUM REF. TAG ON PP NO. 122.
 FA2597'27.4 FEET NNE OF NE LEG OF TRANSMISSION TOWER.
 FA2597'23.4 FEET NE OF SE LEG OF TRANSMISSION TOWER.
 FA2597
 FA2597                          STATION RECOVERY (1975)
 FA2597
 FA2597'RECOVERY NOTE BY NC STATE HWYS COMM 1975 (HRH)
 FA2597'BELLHAVEN 1971 DESTROYED.
 FA2597
 FA2597                          STATION RECOVERY (1990)
 FA2597
 FA2597'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2597'MARK NOT FOUND.
 FA2597
 FA2597                          STATION RECOVERY (2004)
 FA2597
 FA2597'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2597'MARKER WAS REPORTED DESTROYED IN 1975 BY NCHC.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3989 ***********************************************************************
 EY3989  DESIGNATION -  BELLHAVEN METH CHURCH SPIRE
 EY3989  PID         -  EY3989
 EY3989  STATE/COUNTY-  NC/BEAUFORT
 EY3989  USGS QUAD   -  BELHAVEN (1974)
 EY3989
 EY3989                         *CURRENT SURVEY CONTROL
 EY3989  ___________________________________________________________________
 EY3989* NAD 83(2001)-  35 32 10.51267(N)    076 37 05.77358(W)     ADJUSTED  
 EY3989* NAVD 88     -              **(meters)            **(feet)            
 EY3989  ___________________________________________________________________
 EY3989  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 EY3989  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EY3989  HORZ ORDER  -  THIRD
 EY3989
 EY3989.The horizontal coordinates were established by classical geodetic methods
 EY3989.and adjusted by the National Geodetic Survey in August 2005.
 EY3989
 EY3989
 EY3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3989
 EY3989.The geoid height was determined by GEOID03.
 EY3989
 EY3989;                    North         East     Units Scale Factor Converg.
 EY3989;SPC NC       -   200,740.893   825,551.369   MT  0.99988488   +1 22 28.8
 EY3989;SPC NC       -   658,597.41  2,708,496.45   sFT  0.99988488   +1 22 28.8
 EY3989;UTM  18      - 3,933,718.533   353,293.630   MT  0.99986523   -0 56 26.6
 EY3989
 EY3989                          SUPERSEDED SURVEY CONTROL
 EY3989
 EY3989  NAD 83(1986)-  35 32 10.52188(N)    076 37 05.78257(W) AD(       ) 4
 EY3989  NAD 27      -  35 32 09.92300(N)    076 37 07.03000(W) AD(       ) 3
 EY3989
 EY3989.Superseded values are not recommended for survey control.
 EY3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3989.See file dsdata.txt to determine how the superseded data were derived.
 EY3989
 EY3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5329433719(NAD 83)
 EY3989_MARKER: 90 = CHURCH SPIRE
 EY3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY3989+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 EY3989
 EY3989  HISTORY     - Date     Condition        Report By
 EY3989  HISTORY     - 1914     FIRST OBSERVED   CGS
 EY3989  HISTORY     - 1949     GOOD             CGS
 EY3989  HISTORY     - 1967     GOOD             USE
 EY3989  HISTORY     - 20040321 GOOD             USPSQD
 EY3989
 EY3989                          STATION DESCRIPTION
 EY3989
 EY3989'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3989'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 EY3989'
 EY3989'STATION IS THE SPIRE OF THE TRINITY METHODIST CHURCH LOCATED
 EY3989'AT THE NW CORNER OF THE INTERSECTION OF MAIN AND EDWARD STREETS
 EY3989'IN BELHAVEN.
 EY3989
 EY3989                          STATION RECOVERY (1967)
 EY3989
 EY3989'RECOVERY NOTE BY US ENGINEERS 1967
 EY3989'STATION IS THE SPIRE ON TOP OF THE TRINITY METHODIST CHURCH
 EY3989'IN BELHAVEN.
 EY3989'
 EY3989'STATION IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF MAIN
 EY3989'AND EDWARDS STREETS.
 EY3989'
 EY3989'TO REACH GO TO THE INTERSECTION OF MAIN AND EDWARDS STREETS IN
 EY3989'BELHAVEN AND STATION SITE.
 EY3989
 EY3989                          STATION RECOVERY (2004)
 EY3989
 EY3989'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY3989'CHURCH IS NOW TRINITY METH. CHURCH
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4815 ***********************************************************************
 AH4815  DESIGNATION -  BELLMEADE
 AH4815  PID         -  AH4815
 AH4815  STATE/COUNTY-  NC/WAKE
 AH4815  USGS QUAD   -  LAKE WHEELER (1993)
 AH4815
 AH4815                         *CURRENT SURVEY CONTROL
 AH4815  ___________________________________________________________________
 AH4815* NAD 83(2007)-  35 42 11.04142(N)    078 43 04.58571(W)     ADJUSTED  
 AH4815* NAVD 88     -       102.4    (meters)     336.     (feet)  GPS OBS   
 AH4815  ___________________________________________________________________
 AH4815  EPOCH DATE  -        2002.00
 AH4815  X           -   1,014,457.458 (meters)                     COMP
 AH4815  Y           -  -5,085,149.782 (meters)                     COMP
 AH4815  Z           -   3,701,527.937 (meters)                     COMP
 AH4815  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 AH4815  ELLIP HEIGHT-          69.662 (meters)          (02/10/07) ADJUSTED
 AH4815  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AH4815
 AH4815  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4815  Type    PID    Designation                      North   East  Ellip
 AH4815  -------------------------------------------------------------------
 AH4815  NETWORK AH4815 BELLMEADE                         0.37   0.27   0.80
 AH4815  -------------------------------------------------------------------
 AH4815
 AH4815.The horizontal coordinates were established by GPS observations
 AH4815.and adjusted by the National Geodetic Survey in February 2007.
 AH4815
 AH4815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4815.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4815.The horizontal coordinates are valid at the epoch date displayed above.
 AH4815.The epoch date for horizontal control is a decimal equivalence
 AH4815.of Year/Month/Day.
 AH4815
 AH4815.The orthometric height was determined by GPS observations and a
 AH4815.high-resolution geoid model.
 AH4815
 AH4815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4815
 AH4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4815
 AH4815.The ellipsoidal height was determined by GPS observations
 AH4815.and is referenced to NAD 83.
 AH4815
 AH4815.The geoid height was determined by GEOID03.
 AH4815
 AH4815;                    North         East     Units Scale Factor Converg.
 AH4815;SPC NC       -   216,692.768   635,125.243   MT  0.99990353   +0 09 46.1
 AH4815;SPC NC       -   710,932.86  2,083,740.07   sFT  0.99990353   +0 09 46.1
 AH4815;UTM  17      - 3,953,415.300   706,462.411   MT  1.00012530   +1 19 56.1
 AH4815
 AH4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4815!SPC NC       -   0.99998907  x   0.99990353  =   0.99989260
 AH4815!UTM  17      -   0.99998907  x   1.00012530  =   1.00011436
 AH4815
 AH4815:                Primary Azimuth Mark                     Grid Az
 AH4815:SPC NC       -  PENNY                                    234 00 55.3
 AH4815:UTM  17      -  PENNY                                    232 50 45.3
 AH4815
 AH4815|---------------------------------------------------------------------|
 AH4815| PID    Reference Object                     Distance      Geod. Az  |
 AH4815|                                                           dddmmss.s |
 AH4815| AH4816 PENNY                               460.697 METERS 2341041.4 |
 AH4815|---------------------------------------------------------------------|
 AH4815
 AH4815                          SUPERSEDED SURVEY CONTROL
 AH4815
 AH4815  NAD 83(2001)-  35 42 11.04142(N)    078 43 04.58564(W) AD(       ) 1
 AH4815  ELLIP H (03/13/03)   69.666  (m)                       GP(       ) 4 2
 AH4815  NAD 83(1986)-  35 42 11.04573(N)    078 43 04.59667(W) AD(       ) 1
 AH4815
 AH4815.Superseded values are not recommended for survey control.
 AH4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4815.See file dsdata.txt to determine how the superseded data were derived.
 AH4815
 AH4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0646253415(NAD 83)
 AH4815_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4815_STAMPING: BELLMEADE 1995
 AH4815_MARK LOGO: NCGS  
 AH4815_PROJECTION: FLUSH
 AH4815_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4815+STABILITY: SURFACE MOTION
 AH4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4815+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AH4815
 AH4815  HISTORY     - Date     Condition        Report By
 AH4815  HISTORY     - 1995     MONUMENTED       NCGS
 AH4815  HISTORY     - 20051212 GOOD             USPSQD
 AH4815  HISTORY     - 20070929 GOOD             GEOCAC
 AH4815
 AH4815                          STATION DESCRIPTION
 AH4815
 AH4815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (EWB)
 AH4815'STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF GARNER AND 7.0 MI
 AH4815'(11.3 KM) SOUTHWEST OF RALEIGH. PROCEED ALONG SR 1371 (LAKE WHEELER
 AH4815'ROAD) FOR 3.15 MI (5.07 KM) SOUTH FROM THE I-40/I-440 BELTLINE BRIDGE
 AH4815'TO SR 1379 (PENNY ROAD), THENCE SOUTHWEST ALONG SR 1379 FOR 2.2 MI
 AH4815'(3.5 KM) TO STATION WITH A FIBERGLASS WITNESS POST IMBEDDED IN THE
 AH4815'MARKER, OR 0.3 MI (0.5 KM) NORTHEAST OF THE LAKE WHEELER BRIDGE. MARK
 AH4815'IS ABOUT 1-FOOT HIGHER THAN THE ROAD AND RECESSED 1 INCH BELOW GROUND.
 AH4815'LOCATED 30.5 FT (9.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AH4815'166.5 FT (50.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 AH4815'DWELLING, 15.5 FT (4.7 M) NORTHEAST OF A METAL ROAD SIGN POST, 130.5
 AH4815'FT (39.8 M) WEST OF A TELEPHONE PEDESTAL (P38) ACROSS THE ROAD--AND
 AH4815'154.5 FT (47.1 M) WEST OF A POWER POLE, 132.5 FT (40.4 M)
 AH4815'NORTH-NORTHEAST OF A POWER POLE (577)--BOTH WITH REFERENCE TAGS.
 AH4815
 AH4815                          STATION RECOVERY (2005)
 AH4815
 AH4815'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AH4815'RECOVERED IN GOOD CONDITION.
 AH4815
 AH4815                          STATION RECOVERY (2007)
 AH4815
 AH4815'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 AH4815'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1957 ***********************************************************************
 FZ1957  DESIGNATION -  BELLOWS
 FZ1957  PID         -  FZ1957
 FZ1957  STATE/COUNTY-  NC/ALLEGHANY
 FZ1957  USGS QUAD   -  WHITEHEAD (1998)
 FZ1957
 FZ1957                         *CURRENT SURVEY CONTROL
 FZ1957  ___________________________________________________________________
 FZ1957* NAD 83(2001)-  36 25 29.81643(N)    081 07 58.09199(W)     ADJUSTED  
 FZ1957* NAVD 88     -      1150.1    (meters)    3773.     (feet)  VERTCON   
 FZ1957  ___________________________________________________________________
 FZ1957  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 FZ1957  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FZ1957  HORZ ORDER  -  SECOND
 FZ1957
 FZ1957.The horizontal coordinates were established by classical geodetic methods
 FZ1957.and adjusted by the National Geodetic Survey in August 2005.
 FZ1957
 FZ1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1957
 FZ1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1957
 FZ1957.The geoid height was determined by GEOID03.
 FZ1957
 FZ1957;                    North         East     Units Scale Factor Converg.
 FZ1957;SPC NC       -   298,809.767   418,335.750   MT  1.00008233   -1 13 51.6
 FZ1957;SPC NC       -   980,345.04  1,372,489.87   sFT  1.00008233   -1 13 51.6
 FZ1957;UTM  17      - 4,031,091.378   488,095.292   MT  0.99960175   -0 04 43.9
 FZ1957
 FZ1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1957!SPC NC       -   0.99982458  x   1.00008233  =   0.99990690
 FZ1957!UTM  17      -   0.99982458  x   0.99960175  =   0.99942640
 FZ1957
 FZ1957:                Primary Azimuth Mark                     Grid Az
 FZ1957:SPC NC       -  BLUFF                                    033 29 17.0
 FZ1957:UTM  17      -  BLUFF                                    032 20 09.3
 FZ1957
 FZ1957|---------------------------------------------------------------------|
 FZ1957| PID    Reference Object                     Distance      Geod. Az  |
 FZ1957|                                                           dddmmss.s |
 FZ1957| FZ1958 BLUFF                               483.112 METERS 0321525.4 |
 FZ1957|---------------------------------------------------------------------|
 FZ1957
 FZ1957                          SUPERSEDED SURVEY CONTROL
 FZ1957
 FZ1957  NAD 83(1995)-  36 25 29.81808(N)    081 07 58.09279(W) AD(       ) 2
 FZ1957  NAD 83(1993)-  36 25 29.82218(N)    081 07 58.09758(W) AD(       ) 2
 FZ1957  NAD 83(1986)-  36 25 29.82489(N)    081 07 58.09984(W) AD(       ) 2
 FZ1957  NAD 27      -  36 25 29.35387(N)    081 07 58.79350(W) AD(       ) 2
 FZ1957  NGVD 29 (07/19/86) 1150.2    (m)         3774.     (f) VERT ANG    3  
 FZ1957
 FZ1957.Superseded values are not recommended for survey control.
 FZ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1957.See file dsdata.txt to determine how the superseded data were derived.
 FZ1957
 FZ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8809531091(NAD 83)
 FZ1957_MARKER: DE = TRAVERSE STATION DISK
 FZ1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1957_STAMPING: BELLOWS 1970
 FZ1957_MARK LOGO: NCGS  
 FZ1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1957+STABILITY: SURFACE MOTION
 FZ1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1957+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 FZ1957
 FZ1957  HISTORY     - Date     Condition        Report By
 FZ1957  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1957  HISTORY     - 1984     GOOD             NCGS
 FZ1957  HISTORY     - 20030427 GOOD             INDIV
 FZ1957
 FZ1957                          STATION DESCRIPTION
 FZ1957
 FZ1957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1957'BELLOWS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1957'THE VICINITY OF DOUGHTON PARK, NORTH CAROLINA.
 FZ1957'
 FZ1957'BELLOWS IS LOCATED APPROXIMATELY 1.0 MILE NORTH OF DOUGHTON PARK AND
 FZ1957'8.0 MILES SOUTH OF INTERSECTION OF BLUE RIDGE PARKWAY AND US 21.  TO
 FZ1957'REACH STATION PROCEED FROM MILE POST NO. 237 AT AIR BELLOWS
 FZ1957'OVERLOOK ON PARKWAY SOUTH (0.35) MILE TO ABOUT MIDPOINT OF SECOND
 FZ1957'CURVE (A LEFT TURN CURVE) AND WEST EDGE OF A DEEP VALLEY ON
 FZ1957'LEFT (E) SIDE OF PARKWAY.  STATION IS IN A SHALLOW SADDLE ON THE
 FZ1957'UPWARD SLOPE, BETWEEN TWO WOODED AREAS, APPROXIMATELY 300
 FZ1957'METERS EAST OF CENTER LINE OF PARKWAY AND 480 METERS SOUTHEAST
 FZ1957'OF TWO ELEPHANT SIZE SHARP BACK ROCKS LOCATED ON WEST SIDE OF
 FZ1957'PARKWAY, AND NEAR AN OPEN AIR 15 FOOT SQUARE PAVILLION (WITH
 FZ1957'PYRAMID SHAPED TOP).
 FZ1957'
 FZ1957'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELLOWS
 FZ1957'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ1957'INCH ABOVE THE SURFACE OF THE GROUND.
 FZ1957'
 FZ1957'MARK IS
 FZ1957'40.6 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 FZ1957'59.2 FEET E OF ALUMINUM REF. TAG ON 15 INCH PINE TREE.
 FZ1957'67.2 FEET S OF ALUMINUM REF. TAG ON 20 INCH CHERRY TREE.
 FZ1957'24.2 FEET SW OF ALUMINUM REF. TAG ON 3 INCH HICKORY TREE.
 FZ1957
 FZ1957                          STATION RECOVERY (1984)
 FZ1957
 FZ1957'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ1957'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1957'STATION IS IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING
 FZ1957'CORRECTION. THE 20 INCH CHERRY TREE HAS BEEN REMOVED.
 FZ1957'
 FZ1957'STATION IS NOT A BENCH MARK.
 FZ1957
 FZ1957                          STATION RECOVERY (2003)
 FZ1957
 FZ1957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (LCR)
 FZ1957'CORRECTION. THE 3 INCH HICKORY TREE IS GONE AND THE PAVILLION HAS BEEN
 FZ1957'REMOVED.
 FZ1957' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1426 ***********************************************************************
 EZ1426  DESIGNATION -  BELLS
 EZ1426  PID         -  EZ1426
 EZ1426  STATE/COUNTY-  NC/CHATHAM
 EZ1426  USGS QUAD   -  MERRY OAKS (1981)
 EZ1426
 EZ1426                         *CURRENT SURVEY CONTROL
 EZ1426  ___________________________________________________________________
 EZ1426* NAD 83(2001)-  35 44 07.58689(N)    079 00 01.27347(W)     ADJUSTED  
 EZ1426* NAVD 88     -        90.183  (meters)     295.88   (feet)  ADJUSTED  
 EZ1426  ___________________________________________________________________
 EZ1426  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 EZ1426  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EZ1426  DYNAMIC HT  -          90.107 (meters)     295.63  (feet)  COMP
 EZ1426  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 EZ1426
 EZ1426  HORZ ORDER  -  SECOND
 EZ1426  VERT ORDER  -  SECOND    CLASS II
 EZ1426
 EZ1426.The horizontal coordinates were established by classical geodetic methods
 EZ1426.and adjusted by the National Geodetic Survey in August 2005.
 EZ1426
 EZ1426.The orthometric height was determined by differential leveling
 EZ1426.and adjusted in June 1991.
 EZ1426
 EZ1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1426
 EZ1426.The geoid height was determined by GEOID03.
 EZ1426
 EZ1426.The dynamic height is computed by dividing the NAVD 88
 EZ1426.geopotential number by the normal gravity value computed on the
 EZ1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1426.degrees latitude (g = 980.6199 gals.).
 EZ1426
 EZ1426.The modeled gravity was interpolated from observed gravity values.
 EZ1426
 EZ1426;                    North         East     Units Scale Factor Converg.
 EZ1426;SPC NC       -   220,248.158   609,569.222   MT  0.99990813   -0 00 00.7
 EZ1426;SPC NC       -   722,597.50  1,999,895.02   sFT  0.99990813   -0 00 00.7
 EZ1426;UTM  17      - 3,956,449.070   680,835.154   MT  1.00000298   +1 10 05.5
 EZ1426
 EZ1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1426!SPC NC       -   0.99999081  x   0.99990813  =   0.99989894
 EZ1426!UTM  17      -   0.99999081  x   1.00000298  =   0.99999379
 EZ1426
 EZ1426|---------------------------------------------------------------------|
 EZ1426| PID    Reference Object                     Distance      Geod. Az  |
 EZ1426|                                                           dddmmss.s |
 EZ1426| EZ5860 BELLS RM 1                           32.750 METERS 10123     |
 EZ1426| EZ1427 BELLS RM 2                           34.619 METERS 23856     |
 EZ1426| EZ1428 BELLS AZ MK                         354.839 METERS 35807     |
 EZ1426| EZ1424 NC 623                              121.279 METERS 35821     |
 EZ1426|---------------------------------------------------------------------|
 EZ1426
 EZ1426                          SUPERSEDED SURVEY CONTROL
 EZ1426
 EZ1426  NAD 83(1986)-  35 44 07.58911(N)    079 00 01.28163(W) AD(       ) 2
 EZ1426  NAD 27      -  35 44 07.04890(N)    079 00 02.24710(W) AD(       ) 2
 EZ1426  NGVD 29 (??/??/92)   90.427  (m)          296.68   (f) ADJ UNCH    2 2
 EZ1426
 EZ1426.Superseded values are not recommended for survey control.
 EZ1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1426.See file dsdata.txt to determine how the superseded data were derived.
 EZ1426
 EZ1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8083556449(NAD 83)
 EZ1426_MARKER: DS = TRIANGULATION STATION DISK
 EZ1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1426_STAMPING: BELLS 1962
 EZ1426_MARK LOGO: NGS   
 EZ1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1426+STABILITY: SURFACE MOTION
 EZ1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1426+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 EZ1426
 EZ1426  HISTORY     - Date     Condition        Report By
 EZ1426  HISTORY     - 1962     MONUMENTED       CGS
 EZ1426  HISTORY     - 1964     GOOD             AMS
 EZ1426  HISTORY     - 1973     GOOD             NCGS
 EZ1426  HISTORY     - 1974     GOOD             NCGS
 EZ1426  HISTORY     - 19920506 GOOD             NCGS
 EZ1426  HISTORY     - 19940514 GOOD             USPSQD
 EZ1426  HISTORY     - 20061216 GOOD             GEOCAC
 EZ1426
 EZ1426                          STATION DESCRIPTION
 EZ1426
 EZ1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ1426'STATION IS LOCATED ABOUT 12 MILES SOUTH OF CHAPEL HILL, ABOUT
 EZ1426'9-1/2 MILES EAST OF PITTSBORO, ABOUT 8-1/2 MILES WEST OF APEX
 EZ1426'AND IN THE SMALL SETTLEMENT OF WILSONVILLE.  IT IS 64 FEET
 EZ1426'NORTHEAST OF A 36 INCH PINE TREE, 43 FEET EAST OF CENTER OF
 EZ1426'SURFACED ROAD AND 3.4 FEET SOUTH OF WITNESS POST.  STATION IS
 EZ1426'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH
 EZ1426'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 EZ1426'THE GROUND AND THE DISK IS STAMPED BELLS 1962.
 EZ1426'
 EZ1426'TO REACH FROM THE SOUTH END OF THE OVERPASS AT THE JUNCTION
 EZ1426'OF U.S. HIGHWAYS NO. 15 AND 501 WITH STATE HIGHWAY NO. 54
 EZ1426'BY-PASS, ABOUT 1 MILE SOUTH OF CHAPEL HILL.  GO SOUTHWEST ON U.S.
 EZ1426'HIGHWAY NO. 15 AND 501 FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN
 EZ1426'LEFT AND GO SOUTHERLY ON COUNTY ROUTE 1008 FOR 13.4 MILES TO THE
 EZ1426'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON COUNTY ROUTE 1008
 EZ1426'FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO. 64.  CONTINUE
 EZ1426'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 EZ1426'DESCRIBED.
 EZ1426'
 EZ1426'AZIMUTH MARK IS 34-1/2 FEET EAST OF CENTER OF ROAD, 2 FEET
 EZ1426'SOUTHEAST OF WITNESS POST AND 2 FEET SOUTHWEST OF POWERLINE
 EZ1426'POLE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF
 EZ1426'A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 EZ1426'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLS 1962.
 EZ1426'
 EZ1426'NO. 623 NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION, IS
 EZ1426'77 FEET NORTHEAST OF STEPS OF HOUSE AND 45 FEET SOUTH OF
 EZ1426'INTERSECTION.  IT IS MARKED BY AN 8X8 INCH CONCRETE MONUMENT
 EZ1426'THAT IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND, THERE
 EZ1426'IS A BRASS DISK CEMENTED IN THE TOP OF THE MONUMENT THAT IS
 EZ1426'STAMPED 623.
 EZ1426'
 EZ1426'U.S. CORPS OF ENGINEER MARK, IS 43-1/2 FEET SOUTHWEST OF
 EZ1426'INTERSECTION AND 4.35 FEET SOUTHEAST OF MARK 623.  IT IS MARKED
 EZ1426'BY AN 8X8 INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 EZ1426'SURFACE OF THE GROUND.  THERE IS A 2 INCH PIPE WITH CAP CEMENTED
 EZ1426'IN THE TOP OF MONUMENT THAT IS STAMPED CE MON 3-O TTA 87/35 30 TH
 EZ1426'ENGR NC 43.
 EZ1426'
 EZ1426'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF A 30 INCH OAK
 EZ1426'TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 EZ1426'OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 EZ1426'ABOVE THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLS NO 1
 EZ1426'1962.
 EZ1426'
 EZ1426'REFERENCE MARK NO. 2 IS 27 FEET WEST OF CENTER OF ROAD AND
 EZ1426'2 FEET SOUTHEAST OF POWERLINE POLE.  IT IS MARKED BY A STANDARD
 EZ1426'DISK SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 EZ1426'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 EZ1426'IS STAMPED BELLS NO 2 1962.
 EZ1426'
 EZ1426'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EZ1426
 EZ1426                          STATION RECOVERY (1964)
 EZ1426
 EZ1426'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ1426'STATION HAS BEEN RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 EZ1426'REACH STATION FROM THE INTERSECTION OF HWY 64 AND NCSR 1008
 EZ1426'PROCEED SOUTH FOR ABOUT 0.1 MILE TO STATION ON LEFT (EAST)
 EZ1426'SIDE OF NCSR 1008.
 EZ1426
 EZ1426                          STATION RECOVERY (1973)
 EZ1426
 EZ1426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ1426'BELLS 1962 GOOD - 20.5 FT SSE OF CORNER FENCE POST
 EZ1426'
 EZ1426'RM 2 GOOD
 EZ1426'
 EZ1426'NO. 623 NCGS GOOD (26.5 FT S OF U.S. 64 AND 51 FT WEST OF SR 1008
 EZ1426'C/L)
 EZ1426'
 EZ1426'RM 1 GOOD
 EZ1426'
 EZ1426'TTA 87/35 NC 43 (USE) GOOD
 EZ1426'
 EZ1426'BELLS AZ. MK. 1962 CONDITION - GOOD (IS 1 FOOT WEST OF NEW PP)
 EZ1426
 EZ1426                          STATION RECOVERY (1974)
 EZ1426
 EZ1426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1426'8.4 MI W FROM APEX.
 EZ1426'BELLS IS LOCATED APPROXIMATELY 10.0 MILES EAST OF PITTSBORO.  TO
 EZ1426'REACH STATION FROM THE U.S. 64 BRIDGE OVER NEW HOPE RIVER BETWEEN
 EZ1426'APEX AND PITTSBORO, PROCEED EAST ALONG U.S. 64 FOR 1.4 MILES TO
 EZ1426'SR 1008 AT WILSONVILLE CROSSROADS, THENCE SOUTH ALONG SR 1008 FOR
 EZ1426'ABOUT 400 FEET TO STATION ON LEFT, 43.0 FT EAST OF C/L SR 1008,
 EZ1426'64.0 FT NE OF 36 IN PINE, 20.5 FT SSE OF A FENCE CORNER, AND
 EZ1426'3.4 FT SOUTH OF A WITNESS POST.  DISK IS SET IN TOP OF CONCRETE
 EZ1426'CYLINDER, PROJECTING 2 INCHES ABOVE THE GROUND.
 EZ1426
 EZ1426                          STATION RECOVERY (1992)
 EZ1426
 EZ1426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ1426'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ1426
 EZ1426                          STATION RECOVERY (1994)
 EZ1426
 EZ1426'RECOVERY NOTE BY US POWER SQUADRON 1994
 EZ1426'RECOVERED IN GOOD CONDITION.
 EZ1426
 EZ1426                          STATION RECOVERY (2006)
 EZ1426
 EZ1426'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1426'THE STATION, RM1, RM2, AND AZIMUTH WERE RECOVERED IN GOOD CONDITION,
 EZ1426'WITH THE FOLLOWING UPDATES.
 EZ1426' 
 EZ1426'THE STATION IS IN THE WOODS ON THE SOUTH SIDE OF A SOUTHERN BELL
 EZ1426'EASEMENT (SHOWN IN PLAT BOOK 2005 PAGE 0386). IT IS 5 FEET SOUTH OF
 EZ1426'THE MIDPOINT OF A WOODEN FENCE WHICH SURROUNDS MULTIPLE TELEPHONE
 EZ1426'CABINETS AND A PARKING AREA. THE WITNESS POST WAS NOT SEEN.
 EZ1426' 
 EZ1426'REFERENCE MARK NO.1 WAS RECOVERED ON PARCEL 0702-02-9227.000, AT THE
 EZ1426'NORTHWEST EDGE OF A SEPTIC FIELD. TO REACH, GO SOUTHEAST ALONG A WOODS
 EZ1426'ROAD ON THE NORTH SIDE OF THE TELEPHONE SERVICE AREA.
 EZ1426'THE MARK IS 1.5 FEET S OF A TWIN-TRUNK ELM, APPROX 45 FEET SOUTHEAST
 EZ1426'OF THE SE CORNER OF A LARGE TOBACCO BARN, AND 60 FEET SSE OF THE SW
 EZ1426'CORNER OF THE BARN. THE MONUMENT PROJECTS 1 CM. THE CALCULATED
 EZ1426'COORDINATES ARE N35 44 07.379, W079 00 00.004.
 EZ1426' 
 EZ1426'REFERENCE MARK NO.2 WAS RECOVERED AS DESCRIBED. ADD THAT THE MARK IS 2
 EZ1426'FEET EAST OF A TELEPHONE PEDESTAL AND 3 FEET EAST OF A POWER POLE. THE
 EZ1426'CALCULATED COORDINATES ARE N35 44 07.010, W079 00 02.462.
 EZ1426' 
 EZ1426'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED. THE MONUMENT PROJECTS 3
 EZ1426'CM.
 EZ1426' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2529 ***********************************************************************
 EZ2529  DESIGNATION -  BELLS
 EZ2529  PID         -  EZ2529
 EZ2529  STATE/COUNTY-  NC/WAKE
 EZ2529  USGS QUAD   -  RALEIGH WEST (1988)
 EZ2529
 EZ2529                         *CURRENT SURVEY CONTROL
 EZ2529  ___________________________________________________________________
 EZ2529* NAD 83(2001)-  35 47 55.06075(N)    078 38 21.17615(W)     ADJUSTED  
 EZ2529* NAVD 88     -        82.655  (meters)     271.18   (feet)  ADJUSTED  
 EZ2529  ___________________________________________________________________
 EZ2529  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 EZ2529  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 EZ2529  DYNAMIC HT  -          82.584 (meters)     270.94  (feet)  COMP
 EZ2529  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 EZ2529
 EZ2529  HORZ ORDER  -  SECOND
 EZ2529  VERT ORDER  -  SECOND    CLASS II
 EZ2529
 EZ2529.The horizontal coordinates were established by classical geodetic methods
 EZ2529.and adjusted by the National Geodetic Survey in August 2005.
 EZ2529
 EZ2529.The orthometric height was determined by differential leveling
 EZ2529.and adjusted in June 1991.
 EZ2529
 EZ2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2529
 EZ2529.The geoid height was determined by GEOID03.
 EZ2529
 EZ2529.The dynamic height is computed by dividing the NAVD 88
 EZ2529.geopotential number by the normal gravity value computed on the
 EZ2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2529.degrees latitude (g = 980.6199 gals.).
 EZ2529
 EZ2529.The modeled gravity was interpolated from observed gravity values.
 EZ2529
 EZ2529;                    North         East     Units Scale Factor Converg.
 EZ2529;SPC NC       -   227,317.720   642,210.626   MT  0.99991804   +0 12 29.6
 EZ2529;SPC NC       -   745,791.55  2,106,986.03   sFT  0.99991804   +0 12 29.6
 EZ2529;UTM  17      - 3,964,185.372   713,330.717   MT  1.00016082   +1 22 53.2
 EZ2529
 EZ2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2529!SPC NC       -   0.99999219  x   0.99991804  =   0.99991023
 EZ2529!UTM  17      -   0.99999219  x   1.00016082  =   1.00015300
 EZ2529
 EZ2529|---------------------------------------------------------------------|
 EZ2529| PID    Reference Object                     Distance      Geod. Az  |
 EZ2529|                                                           dddmmss.s |
 EZ2529| EZ2530 GRAYBAR                             377.058 METERS 20940     |
 EZ2529|---------------------------------------------------------------------|
 EZ2529
 EZ2529                          SUPERSEDED SURVEY CONTROL
 EZ2529
 EZ2529  NAD 83(1986)-  35 47 55.06433(N)    078 38 21.18473(W) AD(       ) 2
 EZ2529  NAD 27      -  35 47 54.52384(N)    078 38 22.17007(W) AD(       ) 2
 EZ2529  NGVD 29 (??/??/92)   82.934  (m)          272.09   (f) ADJ UNCH    2 2
 EZ2529
 EZ2529.Superseded values are not recommended for survey control.
 EZ2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2529.See file dsdata.txt to determine how the superseded data were derived.
 EZ2529
 EZ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1333164185(NAD 83)
 EZ2529_MARKER: DE = TRAVERSE STATION DISK
 EZ2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2529_STAMPING: BELLS 1967
 EZ2529_MARK LOGO: NCGS  
 EZ2529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2529+STABILITY: SURFACE MOTION
 EZ2529
 EZ2529  HISTORY     - Date     Condition        Report By
 EZ2529  HISTORY     - 1967     MONUMENTED       NCGS
 EZ2529  HISTORY     - 1976     GOOD             NCGS
 EZ2529  HISTORY     - 1984     GOOD             USPSQD
 EZ2529  HISTORY     - 1984     GOOD             USPSQD
 EZ2529  HISTORY     - 19871013 GOOD             NCGS
 EZ2529
 EZ2529                          STATION DESCRIPTION
 EZ2529
 EZ2529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ2529'BELLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2529'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ2529'
 EZ2529'BELLS IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF RALEIGH
 EZ2529'CAPITOL SQUARE.  TO REACH STATION PROCEED FROM CAPITOL SQUARE
 EZ2529'WEST ONE BLOCK ON HILLSBOROUGH ST., TURN RIGHT ON MC DOWELL
 EZ2529'ST. AND GO NORTH 1.3 MILE ON MC DOWELL ST. (DOWNTOWN BLVD.), KEEP
 EZ2529'LEFT ON BOULEVARD AND TAKE FAIRVIEW RD. EXIT TO STATION ON
 EZ2529'RIGHT AT NORTHEAST CORNER OF BRIDGE OVER S. BOUND LANE OF
 EZ2529'DOWNTOWN BLVD., 75 FT SOUTHWEST OF BELLS HAMBURGER DRIVE-IN.
 EZ2529'AND APPROXIMATELY 200 FT SOUTHEAST OF TAR HEEL ELECTRIC SUPPLY
 EZ2529'CO. WAREHOUSE.
 EZ2529'
 EZ2529'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2529'BELLS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2529'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2529'
 EZ2529'MARK IS
 EZ2529'
 EZ2529'20.5 FT S OF PP ON E SHOULDER OF FAIRVIEW RD. WITH ALUMINUM
 EZ2529'REF. TAG
 EZ2529'
 EZ2529'40.6 FT W OF PP IN SW CORNER OF BELLS PARKING LOT WITH ALUMINUM
 EZ2529'REF. TAG
 EZ2529'
 EZ2529'20.7 FT N OF BRIDGE ABUTMENT
 EZ2529'
 EZ2529'21.5 FT E OF C/L OF FAIRVIEW RD.
 EZ2529'
 EZ2529'4.0 FT E OF CURB
 EZ2529'
 EZ2529'2.0 FT E OF METAL GUARD RAIL
 EZ2529
 EZ2529                          STATION RECOVERY (1976)
 EZ2529
 EZ2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2529'1.25 MI N FROM RALEIGH.
 EZ2529'STATION IS LOCATED ALONG DOWNTOWN BOULEVARD, APPROXIMATELY 1.25 MILES
 EZ2529'DUE NORTH OF CAPITOL SQUARE, NEAR THE NORTHEAST CORNER OF THE FAIRVIEW
 EZ2529'ROAD OVERPASS BRIDGE OF THE SOUTH BOUND LANE OF DOWNTOWN BOULEVARD.
 EZ2529'40.0 FT. W OF POWER POLE IN SOUTHWEST CORNER OF LEITH LINCOLN-MERCURY
 EZ2529'WITH ALUMINUM REF. TAG, 20.2 FT. N OF BRIDGE ABUTMENT AT NORTHEAST
 EZ2529'CORNER OF BRIDGE, 21.5 FT. ENE OF CENTERLINE OF FAIRVIEW RD., 4.0 FT.
 EZ2529'ENE OF CURB, 2.0 FT. ENE OF METAL GUARD RAIL AND 88.5 FT. S OF POWER
 EZ2529'POLE WITH LIGHT AND ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EZ2529'CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ2529
 EZ2529                          STATION RECOVERY (1984)
 EZ2529
 EZ2529'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ2529'BELLS 1967 RECOVERED GOOD.
 EZ2529'
 EZ2529'THE FOLLOWING CHANGES SHOULD BE MADE IN THE DESCRIPTION--BELLS
 EZ2529'HAMBURGER DRIVE-IN IS NOW THE AUTO AUCTION BUILDING JUST S OF LEITH
 EZ2529'AMC/JEEP DEALER.  TARHEEL ELECTRIC SUPPLY CO SHOULD READ CED
 EZ2529'TARHEEL ELECTRIC DISTRIBUTORS.  THE FIRST REFERENCE POINT SHOULD
 EZ2529'READ--88.3 FEET S OF PP ON E. SHOULDER OF FAIRVIEW RD WITH
 EZ2529'ALUMINUM REF.  TAG.  THE SECOND REFERENCE SHOULD READ--40.6
 EZ2529'FEET W OF PP IN SW CORNER OF AUTO AUCTION BLDG PARKING LOT.  THE REST
 EZ2529'OF REFERENCES ARE GOOD.
 EZ2529
 EZ2529                          STATION RECOVERY (1984)
 EZ2529
 EZ2529'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ2529''BELL'S HAMBURGER DRIVE-IN' IS NOW THE 'AUTO AUCTION BUILDING' JUST
 EZ2529'SOUTH OF LEITH AMC/JEEP AUTO DEALER. 'TARHEEL ELECTRIC SUPPLY CO'
 EZ2529'SHOULD READ 'CED TARHEEL ELECTRIC DISTRIBUTORS'. THE FIRST REFERENCE
 EZ2529'POINT SHOULD READ. 88.3' SOUTH OF PP ON EAST SHOULDER OF FAIRVIEW RD.
 EZ2529'WITH ALUMINUM REF. TAG. THE SECOND REF. POINT SHOULD BE CHANGED TO
 EZ2529''AUTO AUCTION PARKING LOT'. THE REST OF THE REFERENCES ARE GOOD.
 EZ2529
 EZ2529                          STATION RECOVERY (1987)
 EZ2529
 EZ2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ2529'RECOVERED AS DESCRIBED.  LOCATED 88.4 FT (26.9 M) SOUTH OF A POWER
 EZ2529'POLE, AND 40.4 FT (12.3 M) WEST OF A POWER POLE--BOTH WITH TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1428 ***********************************************************************
 EZ1428  DESIGNATION -  BELLS AZ MK
 EZ1428  PID         -  EZ1428
 EZ1428  STATE/COUNTY-  NC/CHATHAM
 EZ1428  USGS QUAD   -  MERRY OAKS (1981)
 EZ1428
 EZ1428                         *CURRENT SURVEY CONTROL
 EZ1428  ___________________________________________________________________
 EZ1428* NAD 83(2001)-  35 44 19.09365(N)    079 00 01.73957(W)     ADJUSTED  
 EZ1428* NAVD 88     -        85.871  (meters)     281.73   (feet)  ADJUSTED  
 EZ1428  ___________________________________________________________________
 EZ1428  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 EZ1428  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EZ1428  DYNAMIC HT  -          85.798 (meters)     281.49  (feet)  COMP
 EZ1428  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 EZ1428
 EZ1428  HORZ ORDER  -  SECOND
 EZ1428  VERT ORDER  -  SECOND    CLASS II
 EZ1428
 EZ1428.The horizontal coordinates were established by classical geodetic methods
 EZ1428.and adjusted by the National Geodetic Survey in August 2005.
 EZ1428
 EZ1428.The orthometric height was determined by differential leveling
 EZ1428.and adjusted in June 1991.
 EZ1428
 EZ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1428
 EZ1428.The geoid height was determined by GEOID03.
 EZ1428
 EZ1428.The dynamic height is computed by dividing the NAVD 88
 EZ1428.geopotential number by the normal gravity value computed on the
 EZ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1428.degrees latitude (g = 980.6199 gals.).
 EZ1428
 EZ1428.The modeled gravity was interpolated from observed gravity values.
 EZ1428
 EZ1428;                    North         East     Units Scale Factor Converg.
 EZ1428;SPC NC       -   220,602.771   609,557.512   MT  0.99990861   -0 00 01.0
 EZ1428;SPC NC       -   723,760.92  1,999,856.60   sFT  0.99990861   -0 00 01.0
 EZ1428;UTM  17      - 3,956,803.404   680,816.214   MT  1.00000289   +1 10 05.6
 EZ1428
 EZ1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1428!SPC NC       -   0.99999149  x   0.99990861  =   0.99990010
 EZ1428!UTM  17      -   0.99999149  x   1.00000289  =   0.99999438
 EZ1428
 EZ1428|---------------------------------------------------------------------|
 EZ1428| PID    Reference Object                     Distance      Geod. Az  |
 EZ1428|                                                           dddmmss.s |
 EZ1428| EZ1424 NC 623                              233.562 METERS 17759     |
 EZ1428| EZ1426 BELLS                               354.839 METERS 17807     |
 EZ1428|---------------------------------------------------------------------|
 EZ1428
 EZ1428                          SUPERSEDED SURVEY CONTROL
 EZ1428
 EZ1428  NAD 83(1986)-  35 44 19.09589(N)    079 00 01.74767(W) AD(       ) 2
 EZ1428  NAD 27      -  35 44 18.55590(N)    079 00 02.71274(W) AD(       ) 2
 EZ1428  NGVD 29 (??/??/92)   86.115  (m)          282.53   (f) ADJ UNCH    2 2
 EZ1428
 EZ1428.Superseded values are not recommended for survey control.
 EZ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1428.See file dsdata.txt to determine how the superseded data were derived.
 EZ1428
 EZ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8081656803(NAD 83)
 EZ1428_MARKER: DZ = AZIMUTH MARK DISK
 EZ1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1428_STAMPING: BELLS 1962
 EZ1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1428+STABILITY: SURFACE MOTION
 EZ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1428+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 EZ1428
 EZ1428  HISTORY     - Date     Condition        Report By
 EZ1428  HISTORY     - 1974     MONUMENTED       CGS
 EZ1428  HISTORY     - 1974     GOOD             NCGS
 EZ1428  HISTORY     - 19940514 GOOD             USPSQD
 EZ1428  HISTORY     - 20040925 GOOD             USPSQD
 EZ1428  HISTORY     - 20061216 GOOD             GEOCAC
 EZ1428
 EZ1428                          STATION DESCRIPTION
 EZ1428
 EZ1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (JWC)
 EZ1428'BELLS 1962 AZ. MARK IS A USC AND GS AZIMUTH MARK IN THE VICINITY
 EZ1428'OF APEX, NORTH CAROLINA, AND TRAVERSED THROUGH BY THE
 EZ1428'N. C. GEODETIC SURVEY IN 1974.
 EZ1428'
 EZ1428'BELLS 1962 AZ. MARK IS LOCATED APPROXIMATELY 8.4 MILES WEST OF
 EZ1428'APEX, AND 10.0 MILES EAST OF PITTSBORO.  TO REACH STATION FROM THE
 EZ1428'U.S. 64 BRIDGE OVER NEW HOPE RIVER BETWEEN APEX AND PITTSBORO,
 EZ1428'PROCEED EAST ALONG U.S. 64 FOR 1.4 MILES TO SR 1008 AT WILSONVILLE
 EZ1428'CROSSROADS.  THENCE NORTH ALONG SR 1008 FOR 0.15 MILE TO STATION
 EZ1428'ON RIGHT BESIDE A PP.
 EZ1428'
 EZ1428'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK, STAMPED
 EZ1428'BELLS 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1428'WHICH IS PROJECTING 1 INCH ABOVE THE GROUND.
 EZ1428'
 EZ1428'MARK IS 34.0 FT E OF C/L OF SR 1008
 EZ1428'
 EZ1428'1.0 FT W OF A PP WITH ALUMINUM REF. TAG
 EZ1428'
 EZ1428'2.0 FT SSE OF METAL WITNESS SIGN
 EZ1428
 EZ1428                          STATION RECOVERY (1974)
 EZ1428
 EZ1428'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1428'8.4 MI W FROM APEX.
 EZ1428'BELLS AZIMUTH IS LOCATED APPROXIMATELY 10.0 MILES EAST OF
 EZ1428'PITTSBORO.  TO REACH STATION FROM THE U.S. 64 BRIDGE OVER NEW HOPE
 EZ1428'RIVER BETWEEN APEX AND PITTSBORO, PROCEED EAST ALONG U.S. 64 FOR
 EZ1428'1.4 MILES TO SR 1008 AT WILSONVILLE CROSSROADS, THENCE NORTH
 EZ1428'ALONG SR 1008 FOR 0.15 MILE TO STATION ON RIGHT BESIDE A PP,
 EZ1428'34.0 FT EAST OF C/L SR 1008, 1.0 FT WEST OF A PP WITH ALUMINUM
 EZ1428'REF. TAG, AND 2.0 FT SSE OF METAL WITNESS SIGN.  DISK IS SET IN
 EZ1428'TOP OF CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE THE GROUND.
 EZ1428
 EZ1428                          STATION RECOVERY (1994)
 EZ1428
 EZ1428'RECOVERY NOTE BY US POWER SQUADRON 1994
 EZ1428'RECOVERED IN GOOD CONDITION.
 EZ1428
 EZ1428                          STATION RECOVERY (2004)
 EZ1428
 EZ1428'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ1428'DESCRIPTION IS ADEQUATE
 EZ1428
 EZ1428                          STATION RECOVERY (2006)
 EZ1428
 EZ1428'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1428'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED. THE STATION, RM1, AND RM2
 EZ1428'ALSO WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3632 ***********************************************************************
 EY3632  DESIGNATION -  BELLS POINT 2 RESET
 EY3632  PID         -  EY3632
 EY3632  STATE/COUNTY-  NC/PAMLICO
 EY3632  USGS QUAD   -  VANDEMERE (1993)
 EY3632
 EY3632                         *CURRENT SURVEY CONTROL
 EY3632  ___________________________________________________________________
 EY3632* NAD 83(2001)-  35 10 03.32132(N)    076 39 14.73811(W)     ADJUSTED  
 EY3632* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3632  ___________________________________________________________________
 EY3632  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EY3632  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3632  HORZ ORDER  -  THIRD
 EY3632
 EY3632.The horizontal coordinates were established by classical geodetic methods
 EY3632.and adjusted by the National Geodetic Survey in August 2005.
 EY3632
 EY3632.The orthometric height was scaled from a topographic map.
 EY3632
 EY3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3632
 EY3632.The geoid height was determined by GEOID03.
 EY3632
 EY3632;                    North         East     Units Scale Factor Converg.
 EY3632;SPC NC       -   159,777.841   823,270.254   MT  0.99987367   +1 21 14.4
 EY3632;SPC NC       -   524,204.47  2,701,012.49   sFT  0.99987367   +1 21 14.4
 EY3632;UTM  18      - 3,892,880.931   349,362.483   MT  0.99987966   -0 57 10.4
 EY3632
 EY3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3632!SPC NC       -   1.00000576  x   0.99987367  =   0.99987943
 EY3632!UTM  18      -   1.00000576  x   0.99987966  =   0.99988542
 EY3632
 EY3632|---------------------------------------------------------------------|
 EY3632| PID    Reference Object                     Distance      Geod. Az  |
 EY3632|                                                           dddmmss.s |
 EY3632| EY3647 LIGHT                                23.025 METERS 13251     |
 EY3632| EY4785 BELLS POINT 2 RM 1                                 13836     |
 EY3632| EY4786 BELLS POINT 2 RM 2                                 17502     |
 EY3632| EY5176 LIGHT RM 1                           34.320 METERS 17532     |
 EY3632| EY3666 VANDEMERE SAWMILL STACK 1           APPROX. 1.9 KM 3385720.8 |
 EY3632| EY3667 VANDEMERE SAWMILL STACK 2           APPROX. 1.9 KM 3400640.9 |
 EY3632| EY3668 WHARF                               APPROX. 1.8 KM 3410022.8 |
 EY3632|---------------------------------------------------------------------|
 EY3632
 EY3632                          SUPERSEDED SURVEY CONTROL
 EY3632
 EY3632  NAD 83(1986)-  35 10 03.33455(N)    076 39 14.75084(W) AD(       ) 3
 EY3632  NAD 27      -  35 10 02.71700(N)    076 39 15.98600(W) AD(       ) 3
 EY3632
 EY3632.Superseded values are not recommended for survey control.
 EY3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3632.See file dsdata.txt to determine how the superseded data were derived.
 EY3632
 EY3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4936292881(NAD 83)
 EY3632_MARKER: I = METAL ROD
 EY3632_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3632_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3632
 EY3632  HISTORY     - Date     Condition        Report By
 EY3632  HISTORY     - 1913     MONUMENTED       CGS
 EY3632  HISTORY     - 1935     SEE DESCRIPTION  CGS
 EY3632  HISTORY     - 1948     GOOD             CGS
 EY3632  HISTORY     - 1962     GOOD             CGS
 EY3632
 EY3632                          STATION DESCRIPTION
 EY3632
 EY3632'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3632'THIS STATION IS ON THE S SIDE OF BAY RIVER, ABOUT 1 MILE ABOVE
 EY3632'BALL CREEK OR 1 MILE SW FROM PETTY POINT, ON BELL POINT
 EY3632'ABOUT 75 YARDS W OF THE ACTUAL MARSHY POINT JUST W OF A SMALL
 EY3632'NARROW INLET THAT MAKES INTO THE TREE LINE, ON FAIRLY HARD
 EY3632'MARSH LAND ABOUT 20 YARDS OUT FROM THE WOODS, 20 FEET S FROM
 EY3632'THE EDGE OF THE MARSH ON A LINE FROM THE WHARF AT VANDEMERE
 EY3632'AND 25 FEET FROM THE W BANK OF THE SMALL INLET.
 EY3632'
 EY3632'THE STATION IS MARKED BY A 1-1/2 INCH IRON PIPE, 5 FEET LONG
 EY3632'PROJECTING 8 INCHES ABOVE THE GROUND.  A TRIANGULAR BLAZE ON THE
 EY3632'TRUNK OF A TREE AT THE HEAD OF THE INLET IS 20.71 METERS (67.9
 EY3632'FEET) FROM THE STATION S 41 DEG 25 MIN E.  A TRIANGULAR
 EY3632'BLAZE ON ANOTHER TREE IS 21.1 METERS (69.2 FEET) FROM THE
 EY3632'STATION S 04 DEG 59 MIN E.
 EY3632
 EY3632                          STATION RECOVERY (1935)
 EY3632
 EY3632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3632'THIS STATION IS LOCATED ON THE S SIDE OF BAY RIVER ON BELL
 EY3632'POINT, 1 MILE SW OF PETTYS POINT AND 1 MILE SSE OF VANDEMERE
 EY3632'DOCKS.  THIS STATION IS LOCATED JUST TO THE W OF A SMALL INLET
 EY3632'IN THE SHORE LINE, AND ABOUT 20 METERS FROM THE WOODS.  IT IS
 EY3632'4.40 METERS FROM THE SHORE, 23.00 METERS FROM TRIANGULATION
 EY3632'STATION LIGHT, AND 34.32 METERS FROM R.M. NO. 1 (LIGHT-1935).
 EY3632'
 EY3632'THE IRON PIPE WAS FOUND TO BE BADLY CORRODED.  A BRONZE
 EY3632'TRIANGULATION STATION MARK STAMPED BELLS POINT, 2, 1913-1935
 EY3632'SET IN CONCRETE IN A 10-INCH TERRA-COTTA TILE WAS CENTERED
 EY3632'OVER THE CENTER OF THE PIPE.
 EY3632
 EY3632                          STATION RECOVERY (1948)
 EY3632
 EY3632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3632'THE STATION IS LOCATED ON THE S SIDE OF BAY RIVER ON BELL POINT,
 EY3632'1 MILE SW OF PETTYS POINT AND 1 MILE SSE OF VANDEMERE DOCKS.  THIS
 EY3632'STATION IS LOCATED JUST TO THE WEST OF A SMALL INLET IN
 EY3632'THE SHORELINE, AND ABOUT 20 METERS FROM THE WOODS.  IT IS 3.3
 EY3632'METERS E OF AND 1.25 METERS S OF THE SHORELINE.
 EY3632'
 EY3632'THE STATION IS A STANDARD BRONZE DISK, STAMPED BELLS POINT 2,
 EY3632'1913, 1935, SET IN CONCRETE IN A 10-INCH TERRA-COTTA TILE.
 EY3632'
 EY3632'THE DISTANCES FROM THE STATION TO TRIANGULATION STATION LIGHT, 1935
 EY3632'AND R.M. 1 (LIGHT, 1935) WERE CHECKED AND FOUND TO BE IN AGREEMENT
 EY3632'WITH THE DESCRIPTION OF 1935.
 EY3632
 EY3632                          STATION RECOVERY (1962)
 EY3632
 EY3632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EY3632'THIS STATION WAS RECOVERED ABOUT 1 FOOT OFFSHORE TO THE
 EY3632'SOUTHWEST OF BELLS POINT AND IS IN IMMEDIATE DANGER OF BEING
 EY3632'DESTROYED BY SHORE EROSION.  STATION LIGHT WAS RECOVERED 23
 EY3632'METERS TO THE EAST AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1427 ***********************************************************************
 EZ1427  DESIGNATION -  BELLS RM 2
 EZ1427  PID         -  EZ1427
 EZ1427  STATE/COUNTY-  NC/CHATHAM
 EZ1427  USGS QUAD   -  MERRY OAKS (1981)
 EZ1427
 EZ1427                         *CURRENT SURVEY CONTROL
 EZ1427  ___________________________________________________________________
 EZ1427* NAD 83(1986)-  35 44 08.     (N)    079 00 01.     (W)     SCALED    
 EZ1427* NAVD 88     -        91.209  (meters)     299.24   (feet)  ADJUSTED  
 EZ1427  ___________________________________________________________________
 EZ1427  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EZ1427  DYNAMIC HT  -          91.132 (meters)     298.99  (feet)  COMP
 EZ1427  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 EZ1427
 EZ1427  VERT ORDER  -  SECOND    CLASS II
 EZ1427
 EZ1427.The horizontal coordinates were scaled from a topographic map and have
 EZ1427.an estimated accuracy of +/- 6 seconds.
 EZ1427
 EZ1427.The orthometric height was determined by differential leveling
 EZ1427.and adjusted in June 1991.
 EZ1427
 EZ1427.The geoid height was determined by GEOID03.
 EZ1427
 EZ1427.The dynamic height is computed by dividing the NAVD 88
 EZ1427.geopotential number by the normal gravity value computed on the
 EZ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1427.degrees latitude (g = 980.6199 gals.).
 EZ1427
 EZ1427.The modeled gravity was interpolated from observed gravity values.
 EZ1427
 EZ1427;                    North         East    Units  Estimated Accuracy
 EZ1427;SPC NC       -   220,260.      609,580.      MT  (+/- 180 meters Scaled)
 EZ1427
 EZ1427                          SUPERSEDED SURVEY CONTROL
 EZ1427
 EZ1427  NGVD 29 (??/??/92)   91.454  (m)          300.05   (f) ADJ UNCH    2 2
 EZ1427
 EZ1427.Superseded values are not recommended for survey control.
 EZ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1427.See file dsdata.txt to determine how the superseded data were derived.
 EZ1427
 EZ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV808564(NAD 83)
 EZ1427_MARKER: DR = REFERENCE MARK DISK
 EZ1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1427_STAMPING: BELLS NO 2 1962
 EZ1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1427+STABILITY: SURFACE MOTION
 EZ1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1427+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2006
 EZ1427
 EZ1427  HISTORY     - Date     Condition        Report By
 EZ1427  HISTORY     - 1962     MONUMENTED       CGS
 EZ1427  HISTORY     - 1974     GOOD             NCGS
 EZ1427  HISTORY     - 20040925 GOOD             USPSQD
 EZ1427  HISTORY     - 20061216 GOOD             GEOCAC
 EZ1427
 EZ1427                          STATION DESCRIPTION
 EZ1427
 EZ1427'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1427'8.4 MI W FROM APEX.
 EZ1427'BELLS RM 2 IS LOCATED APPROXIMATELY 10.0 MILES EAST OF PITTSBORO.
 EZ1427'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER NEW HOPE RIVER
 EZ1427'BETWEEN APEX AND PITTSBORO, PROCEED EAST ALONG U.S. 64 FOR 1.4
 EZ1427'MILES TO SR 1008 AT WILSONVILLE CROSSROADS, THENCE SOUTH ALONG
 EZ1427'SR 1008 FOR ABOUT 450 FEET TO STATION ON RIGHT, BESIDE A PP IN
 EZ1427'SE CORNER OF YARD OF R.H. MEDLIN, 27.0 FT WEST OF C/L SR 1008,
 EZ1427'14.0 FT SOUTH OF C/L DIRT DRIVEWAY TO MEDLIN RESIDENCE, 2.0 FT
 EZ1427'SE OF PP WITH ALUMINUM REF. TAG, 113.6 FT SW OF STATION BELLS.
 EZ1427'DISK IS SET IN TOP OF CONCRETE CYLINDER FLUSH WITH THE GROUND.
 EZ1427
 EZ1427                          STATION RECOVERY (2004)
 EZ1427
 EZ1427'RECOVERY NOTE BY US POWER SQUADRON 2004 (TA)
 EZ1427'DESCRIPTION IS ADEQUATE
 EZ1427
 EZ1427                          STATION RECOVERY (2006)
 EZ1427
 EZ1427'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1427'RECOVERED AS DESCRIBED. ADD THAT MARK IS 1.5 FEET EAST OF A TELEPHONE
 EZ1427'PEDESTAL AND 2 FEET EAST OF A POWER POLE. THE COORDINATES (BY
 EZ1427'NGS-FORWARD PROGRAM) ARE
 EZ1427'N35 44 07.01004 W079 00 02.46210.
 EZ1427' 
 EZ1427'THE STATION, REF MARK 1, AND THE AZIMUTH MARK ALSO WERE RECOVERED IN
 EZ1427'GOOD CONDITION.
 EZ1427' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1924 ***********************************************************************
 FY1924  DESIGNATION -  BELLTOWN
 FY1924  PID         -  FY1924
 FY1924  STATE/COUNTY-  NC/GRANVILLE
 FY1924  USGS QUAD   -  OXFORD (1984)
 FY1924
 FY1924                         *CURRENT SURVEY CONTROL
 FY1924  ___________________________________________________________________
 FY1924* NAD 83(2001)-  36 16 31.23887(N)    078 36 14.91294(W)     ADJUSTED  
 FY1924* NAVD 88     -       130.136  (meters)     426.95   (feet)  ADJUSTED  
 FY1924  ___________________________________________________________________
 FY1924  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 FY1924  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FY1924  DYNAMIC HT  -         130.033 (meters)     426.62  (feet)  COMP
 FY1924  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 FY1924
 FY1924  HORZ ORDER  -  SECOND
 FY1924  VERT ORDER  -  SECOND    CLASS I
 FY1924
 FY1924.The horizontal coordinates were established by classical geodetic methods
 FY1924.and adjusted by the National Geodetic Survey in August 2005.
 FY1924
 FY1924.The orthometric height was determined by differential leveling
 FY1924.and adjusted in June 1991.
 FY1924
 FY1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1924
 FY1924.The geoid height was determined by GEOID03.
 FY1924
 FY1924.The dynamic height is computed by dividing the NAVD 88
 FY1924.geopotential number by the normal gravity value computed on the
 FY1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1924.degrees latitude (g = 980.6199 gals.).
 FY1924
 FY1924.The modeled gravity was interpolated from observed gravity values.
 FY1924
 FY1924;                    North         East     Units Scale Factor Converg.
 FY1924;SPC NC       -   280,224.031   645,169.758   MT  1.00003214   +0 13 42.5
 FY1924;SPC NC       -   919,368.34  2,116,694.45   sFT  1.00003214   +0 13 42.5
 FY1924;UTM  17      - 4,017,151.850   715,198.794   MT  1.00017063   +1 25 05.1
 FY1924
 FY1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1924!SPC NC       -   0.99998458  x   1.00003214  =   1.00001672
 FY1924!UTM  17      -   0.99998458  x   1.00017063  =   1.00015521
 FY1924
 FY1924:                Primary Azimuth Mark                     Grid Az
 FY1924:SPC NC       -  GROVE                                    205 56 36.4
 FY1924:UTM  17      -  GROVE                                    204 45 13.8
 FY1924
 FY1924|---------------------------------------------------------------------|
 FY1924| PID    Reference Object                     Distance      Geod. Az  |
 FY1924|                                                           dddmmss.s |
 FY1924| FY1925 GROVE                               APPROX. 1.3 KM 2061018.9 |
 FY1924|---------------------------------------------------------------------|
 FY1924
 FY1924                          SUPERSEDED SURVEY CONTROL
 FY1924
 FY1924  NAD 83(1993)-  36 16 31.24815(N)    078 36 14.91806(W) AD(       ) 2
 FY1924  NAD 83(1986)-  36 16 31.24627(N)    078 36 14.92449(W) AD(       ) 2
 FY1924  NAD 27      -  36 16 30.72402(N)    078 36 15.91655(W) AD(       ) 2
 FY1924  NGVD 29 (03/05/92)  130.411  (m)          427.86   (f) ADJUSTED    2 1
 FY1924
 FY1924.Superseded values are not recommended for survey control.
 FY1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1924.See file dsdata.txt to determine how the superseded data were derived.
 FY1924
 FY1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1519917152(NAD 83)
 FY1924_MARKER: DE = TRAVERSE STATION DISK
 FY1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1924_SP_SET: CONCRETE POST
 FY1924_STAMPING: BELLTOWN 1971
 FY1924_MARK LOGO: NCGS  
 FY1924_PROJECTION: RECESSED 10 CENTIMETERS
 FY1924_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1924+STABILITY: SURFACE MOTION
 FY1924
 FY1924  HISTORY     - Date     Condition        Report By
 FY1924  HISTORY     - 1971     MONUMENTED       NCGS
 FY1924  HISTORY     - 1977     GOOD             NCGS
 FY1924  HISTORY     - 1977     GOOD             NCGS
 FY1924  HISTORY     - 19840501 GOOD             NCGS
 FY1924  HISTORY     - 1987     GOOD             USPSQD
 FY1924
 FY1924                          STATION DESCRIPTION
 FY1924
 FY1924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1924'BELLTOWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY1924'IN THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY1924'
 FY1924'BELLTOWN IS LOCATED APPROXIMATELY 0.7 MILE NORTHEAST OF BELLTOWN
 FY1924'AND 2.5 MILES SSW OF OXFORD.  TO REACH STATION PROCEED FROM THE
 FY1924'INTERSECTION OF I-85 AND US 15.  GO NORTHEAST ALONG I-85 FOR 0.35
 FY1924'MILE TO STATION ON LEFT (NW SIDE OF I-85), AT HACKERS RUN
 FY1924'CROSSING.  AND 1.9 MILES SOUTHWEST OF INTERSECTION OF I-85 AND NC
 FY1924'96.
 FY1924'
 FY1924'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY1924'BELLTOWN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY1924'WHICH IS 2 INCHES BELOW THE GROUND.
 FY1924'
 FY1924'MARK IS
 FY1924'39.5 FEET NW OF C/L OF S BOUND LANE OF I-85.
 FY1924'62.6 FEET ESE OF TOP OF CONCRETE CULVERT NW END.
 FY1924'61.2 FEET SSE OF TOP OF CONCRETE CULVERT NE END.
 FY1924'92.6 FEET WNW OF TOP OF CATCH BASIN IN THE MEDIAN OF I-85.
 FY1924
 FY1924                          STATION RECOVERY (1977)
 FY1924
 FY1924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1924'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FY1924'
 FY1924'THE STATION IS ALSO 2.6 MILES SOUTH-SOUTHWEST OF OXFORD AND THE MARK
 FY1924'IS 4 INCHES BELOW THE GROUND AT THIS TIME.
 FY1924
 FY1924                          STATION RECOVERY (1977)
 FY1924
 FY1924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1924'2.6 MI SSW FROM OXFORD.
 FY1924'TO REACH STATION FROM THE I 85 OVERPASS OF US 15, PROCEED NORTHEAST
 FY1924'ALONG I 85 FOR 0.35 MILE TO STATION ON LEFT NORTHWEST SIDE OF I 85,
 FY1924'AT HACKERS RUN CREEK, AND 1.9 MILES SOUTHWEST OF NC 96 OVERPASS, 39.5
 FY1924'FT. NORTHWEST OF CENTERLINE OF SOUTH BOUND LANE OF I 85, 62.6 FT. EAST
 FY1924'SOUTHEAST OF NORTHWEST END OF CONCRETE CULVERT, 61.2 FT. SOUTHEAST OF
 FY1924'NORTHEAST END OF CONCRETE CULVERT AND 92.6 FT. WEST NORTHWEST OF
 FY1924'CATCH BASIN IN THE MEDIAN.
 FY1924
 FY1924                          STATION RECOVERY (1984)
 FY1924
 FY1924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 FY1924'RECOVERED AS DESCRIBED.
 FY1924
 FY1924                          STATION RECOVERY (1987)
 FY1924
 FY1924'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EE1533 ***********************************************************************
 EE1533  DESIGNATION -  BELLVIEW
 EE1533  PID         -  EE1533
 EE1533  STATE/COUNTY-  NC/CHEROKEE
 EE1533  USGS QUAD   -  NOTTELY DAM (1988)
 EE1533
 EE1533                         *CURRENT SURVEY CONTROL
 EE1533  ___________________________________________________________________
 EE1533* NAD 83(2001)-  34 59 33.51010(N)    084 04 21.43953(W)     ADJUSTED  
 EE1533* NAVD 88     -       546.4    (meters)    1793.     (feet)  VERTCON   
 EE1533  ___________________________________________________________________
 EE1533  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 EE1533  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EE1533  HORZ ORDER  -  SECOND
 EE1533
 EE1533.The horizontal coordinates were established by classical geodetic methods
 EE1533.and adjusted by the National Geodetic Survey in August 2005.
 EE1533
 EE1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE1533
 EE1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1533
 EE1533.The geoid height was determined by GEOID03.
 EE1533
 EE1533;                    North         East     Units Scale Factor Converg.
 EE1533;SPC NC       -   149,674.752   146,745.169   MT  0.99988276   -2 55 40.0
 EE1533;SPC NC       -   491,057.92    481,446.44   sFT  0.99988276   -2 55 40.0
 EE1533;UTM  16      - 3,876,143.436   767,192.097   MT  1.00047997   +1 40 47.1
 EE1533;UTM  17      - 3,876,541.998   219,546.676   MT  1.00056950   -1 45 47.6
 EE1533
 EE1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1533!SPC NC       -   0.99991876  x   0.99988276  =   0.99980153
 EE1533!UTM  16      -   0.99991876  x   1.00047997  =   1.00039869
 EE1533!UTM  17      -   0.99991876  x   1.00056950  =   1.00048821
 EE1533
 EE1533:                Primary Azimuth Mark                     Grid Az
 EE1533:SPC NC       -  MADISON                                  197 37 57.8
 EE1533:UTM  16      -  MADISON                                  193 01 30.7
 EE1533:UTM  17      -  MADISON                                  196 28 05.4
 EE1533
 EE1533|---------------------------------------------------------------------|
 EE1533| PID    Reference Object                     Distance      Geod. Az  |
 EE1533|                                                           dddmmss.s |
 EE1533| EE1535 MADISON                             APPROX. 1.6 KM 1944217.8 |
 EE1533|---------------------------------------------------------------------|
 EE1533
 EE1533                          SUPERSEDED SURVEY CONTROL
 EE1533
 EE1533  NAD 83(1995)-  34 59 33.51017(N)    084 04 21.43937(W) AD(       ) 2
 EE1533  NAD 83(1986)-  34 59 33.51478(N)    084 04 21.44528(W) AD(       ) 2
 EE1533  NAD 27      -  34 59 33.22164(N)    084 04 21.77788(W) AD(       ) 2
 EE1533  NGVD 29 (07/19/86)  546.4    (m)         1793.     (f) VERT ANG    3  
 EE1533
 EE1533.Superseded values are not recommended for survey control.
 EE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1533.See file dsdata.txt to determine how the superseded data were derived.
 EE1533
 EE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6719276143(NAD 83)
 EE1533_MARKER: DE = TRAVERSE STATION DISK
 EE1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1533_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1533+STABILITY: SURFACE MOTION
 EE1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1533+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2006
 EE1533
 EE1533  HISTORY     - Date     Condition        Report By
 EE1533  HISTORY     - 1977     MONUMENTED       NCGS
 EE1533  HISTORY     - 20061221 GOOD             STRSMA
 EE1533
 EE1533                          STATION DESCRIPTION
 EE1533
 EE1533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 EE1533'THE STATION IS LOCATED APPROXIMATELY 0.3 MILE WEST OF BELLVIEW
 EE1533'COMMUNITY AND 7.0 MILES SOUTH-SOUTHWEST OF MURPHY.
 EE1533'
 EE1533'TO REACH THE STATION FROM THE NORTH CAROLINA - GEORGIA STATE LINE ON
 EE1533'US 19 - US 129 BETWEEN MURPHY AND BLAIRSVILLE, PROCEED NORTH ALONG
 EE1533'HIGHWAY FOR 0.4 MILE TO SR 1590 ON RIGHT AND STATION APPROXIMATELY 150
 EE1533'FEET SOUTHEAST OF INTERSECTION AND APPROXIMATELY 50 FEET EAST OF
 EE1533'HIGHWAY AT TOP OF 10 FOOT CUT NEAR POWER POLE WITH TRANSFORMER.
 EE1533'
 EE1533'STATION MARK IS A STANDARD DISK STAMPED---BELLVIEW 1977---, SET IN THE
 EE1533'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES ABOVE THE GROUND
 EE1533'SURFACE.  THE MARK IS 18.8 FEET NORTHEAST OF A POWER POLE WITH
 EE1533'REFERENCE TAG, 26.7 FEET SOUTH OF AN 8 INCH PINE WITH REFERENCE TAG,
 EE1533'3.3 FEET WEST OF A WITNESS POST AND 99.1 FEET NORTH OF NORTHWEST
 EE1533'CORNER OF WOODEN SHACK.
 EE1533
 EE1533                          STATION RECOVERY (2006)
 EE1533
 EE1533'RECOVERY NOTE BY STREET SMARTS 2006 (DLC)
 EE1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6544 ***********************************************************************
 AH6544  DESIGNATION -  BELMONT
 AH6544  PID         -  AH6544
 AH6544  STATE/COUNTY-  NC/DAVIDSON
 AH6544  USGS QUAD   -  LEXINGTON WEST (1994)
 AH6544
 AH6544                         *CURRENT SURVEY CONTROL
 AH6544  ___________________________________________________________________
 AH6544* NAD 83(2001)-  35 45 53.72903(N)    080 20 09.51465(W)     ADJUSTED  
 AH6544* NAVD 88     -       224.5    (meters)     737.     (feet)  VERT ANG  
 AH6544  ___________________________________________________________________
 AH6544  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 AH6544  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AH6544  HORZ ORDER  -  SECOND
 AH6544
 AH6544.The horizontal coordinates were established by classical geodetic methods
 AH6544.and adjusted by the National Geodetic Survey in August 2005.
 AH6544
 AH6544.The orthometric height was determined by vertical angle observations.
 AH6544
 AH6544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6544
 AH6544.The geoid height was determined by GEOID03.
 AH6544
 AH6544;                    North         East     Units Scale Factor Converg.
 AH6544;SPC NC       -   224,332.103   488,802.403   MT  0.99991260   -0 46 15.9
 AH6544;SPC NC       -   735,996.24  1,603,679.22   sFT  0.99991260   -0 46 15.9
 AH6544;UTM  17      - 3,958,078.976   560,024.415   MT  0.99964440   +0 23 17.2
 AH6544
 AH6544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6544!SPC NC       -   0.99996968  x   0.99991260  =   0.99988229
 AH6544!UTM  17      -   0.99996968  x   0.99964440  =   0.99961409
 AH6544
 AH6544                          SUPERSEDED SURVEY CONTROL
 AH6544
 AH6544  NAD 83(1986)-  35 45 53.73836(N)    080 20 09.52319(W) AD(       ) 2
 AH6544
 AH6544.Superseded values are not recommended for survey control.
 AH6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6544.See file dsdata.txt to determine how the superseded data were derived.
 AH6544
 AH6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6002458079(NAD 83)
 AH6544_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6544_STAMPING: BELMONT 1987
 AH6544_MARK LOGO: NCGS  
 AH6544_PROJECTION: FLUSH
 AH6544_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6544+STABILITY: SURFACE MOTION
 AH6544
 AH6544  HISTORY     - Date     Condition        Report By
 AH6544  HISTORY     - 1987     MONUMENTED       NCGS
 AH6544
 AH6544                          STATION DESCRIPTION
 AH6544
 AH6544'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6544'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF LEXINGTON.
 AH6544'ALONG I-85 FOR 0.85 MI (1.37 KM) SOUTHWEST FROM THE US 29-US 70 AND
 AH6544'I-85 BUSINESS OVERPASS, OR 1.05 MI (1.69 KM) NORTHEAST OF THE SR 1133
 AH6544'(BELMONT ROAD)OVERPASS, ON A 15-FOOT CUT. MARK IS 15-FEET HIGHER THAN
 AH6544'HIGHWAY AND FLUSH WITH GROUND. LOCATED 80.0 FT (24.4 M) NORTHWEST OF
 AH6544'THE CENTERLINE OF SOUTH BOUND LANE--AND 20.5 FT (6.2 M)
 AH6544'SOUTH-SOUTHWEST OF POWER POLE (NO 1) WITH TRANSFORMER, 43.7 FT (13.3
 AH6544'M) SOUTH-SOUTHEAST OF RIGHT-OF-WAY FENCE BRACE POST, 41.1 FT (12.5 M)
 AH6544'SOUTHEAST OF RIGHT-OF-WAY FENCE POST, 49.5 FT (15.1 M) EAST OF
 AH6544'RIGHT-OF-WAY FENCE POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4172 ***********************************************************************
 DG4172  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4172  DESIGNATION -  BELMONT
 DG4172  PID         -  DG4172
 DG4172  STATE/COUNTY-  NC/GASTON
 DG4172  USGS QUAD   -  MOUNT HOLLY (1993)
 DG4172
 DG4172                         *CURRENT SURVEY CONTROL
 DG4172  ___________________________________________________________________
 DG4172* NAD 83(2007)-  35 15 06.02295(N)    081 02 58.18067(W)     ADJUSTED  
 DG4172* NAVD 88     -       209.12   (meters)     686.1    (feet)  GPS OBS   
 DG4172  ___________________________________________________________________
 DG4172  EPOCH DATE  -        2002.00
 DG4172  X           -     811,279.272 (meters)                     COMP
 DG4172  Y           -  -5,151,010.678 (meters)                     COMP
 DG4172  Z           -   3,660,806.338 (meters)                     COMP
 DG4172  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 DG4172  ELLIP HEIGHT-         178.213 (meters)          (02/10/07) ADJUSTED
 DG4172  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DG4172
 DG4172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4172  Type    PID    Designation                      North   East  Ellip
 DG4172  -------------------------------------------------------------------
 DG4172  NETWORK DG4172 BELMONT                           0.65   0.55   0.69
 DG4172  -------------------------------------------------------------------
 DG4172
 DG4172.The horizontal coordinates were established by GPS observations
 DG4172.and adjusted by the National Geodetic Survey in February 2007.
 DG4172
 DG4172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4172.The horizontal coordinates are valid at the epoch date displayed above.
 DG4172.The epoch date for horizontal control is a decimal equivalence
 DG4172.of Year/Month/Day.
 DG4172
 DG4172.The orthometric height was determined by GPS observations and a
 DG4172.high-resolution geoid model.
 DG4172.The orthometric height was determined by GPS observations and a
 DG4172.high-resolution geoid model using precise GPS observation and
 DG4172.processing techniques.
 DG4172
 DG4172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4172
 DG4172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4172
 DG4172.The ellipsoidal height was determined by GPS observations
 DG4172.and is referenced to NAD 83.
 DG4172
 DG4172.The geoid height was determined by GEOID03.
 DG4172
 DG4172;                    North         East     Units Scale Factor Converg.
 DG4172;SPC NC       -   168,505.598   423,118.278   MT  0.99987259   -1 10 58.5
 DG4172;SPC NC       -   552,838.78  1,388,180.55   sFT  0.99987259   -1 10 58.5
 DG4172;UTM  17      - 3,900,954.351   495,497.405   MT  0.99960025   -0 01 42.8
 DG4172
 DG4172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4172!SPC NC       -   0.99997203  x   0.99987259  =   0.99984462
 DG4172!UTM  17      -   0.99997203  x   0.99960025  =   0.99957229
 DG4172
 DG4172                          SUPERSEDED SURVEY CONTROL
 DG4172
 DG4172  NAD 83(1986)-  35 15 06.04054(N)    081 02 58.18343(W) AD(       ) 1
 DG4172  NAD 83(2001)-  35 15 06.02291(N)    081 02 58.18078(W) AD(       ) 1
 DG4172  ELLIP H (01/29/04)  178.215  (m)                       GP(       ) 4 1
 DG4172
 DG4172.Superseded values are not recommended for survey control.
 DG4172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4172.See file dsdata.txt to determine how the superseded data were derived.
 DG4172
 DG4172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9549700954(NAD 83)
 DG4172_MARKER: DD = SURVEY DISK
 DG4172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4172_STAMPING: BELMONT 2003
 DG4172_MARK LOGO: NGS   
 DG4172_PROJECTION: FLUSH
 DG4172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4172+STABILITY: SURFACE MOTION
 DG4172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4172+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG4172
 DG4172  HISTORY     - Date     Condition        Report By
 DG4172  HISTORY     - 20030501 MONUMENTED       GCT
 DG4172
 DG4172                          STATION DESCRIPTION
 DG4172
 DG4172'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG4172'THE STATION IS LOCATED IN GASTON COUNTY, NORTH CAROLINA. 13.2 KM (8.2
 DG4172'MILES) EAST OF
 DG4172'GASTONIA, 6.0 KM (3.7 MILES) SOUTH OF MOUNT HOLLY, AND 19.3 KM (12.0
 DG4172'MILES) WEST OF
 DG4172'CHARLOTTE. OWNERSHIP- IN THE SOUTH RIGHT-OF-WAY OF ORCHARD STREET.
 DG4172' 
 DG4172'TO REACH THE STATION FROM THE INTERSECTION OF SR-7 AND SR-74 IN
 DG4172'BELMONT, GO WEST ON
 DG4172'SR-74 FOR 0.6 KM (0.4 MI) TO ORHARD STREET ON THE RIGHT. TURN RIGHT
 DG4172'AND PROCEED
 DG4172'NORTHEASTERLY  ALONG ORCHARD STREET FOR 0.02 KM (0.01 MI) TO THE MARK
 DG4172'ON RIGHT.
 DG4172' 
 DG4172'THE STATION IS A STANDARD NGS SURVEY DISK SET IN THE TOP OF A CONCRETE
 DG4172'MONUMENT FLUSH
 DG4172'WITH THE GROUND, LOCATED 13.29 M (43.6 FT) SOUTH SOUTH-WEST OF A POWER
 DG4172'POLE WITH A
 DG4172'REFERENCE TAG, 48.52 M (159.2 FT) SOUTH AND ACROSS THE ROAD FROM A
 DG4172'POWER POLE WITH A
 DG4172'REFERENCE TAG, AND 36.58 KM (120.0 FT) NORTH NORTH-EAST OF A POWER
 DG4172'POLE WITH A REFERENCE
 DG4172'TAG.
 DG4172'
 DG4172'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5060 ***********************************************************************
 EZ5060  DESIGNATION -  BELOTE
 EZ5060  PID         -  EZ5060
 EZ5060  STATE/COUNTY-  NC/WAKE
 EZ5060  USGS QUAD   -  RALEIGH EAST (1993)
 EZ5060
 EZ5060                         *CURRENT SURVEY CONTROL
 EZ5060  ___________________________________________________________________
 EZ5060* NAD 83(2001)-  35 51 14.34978(N)    078 33 26.17318(W)     ADJUSTED  
 EZ5060* NAVD 88     -       100.2    (meters)     329.     (feet)  VERTCON   
 EZ5060  ___________________________________________________________________
 EZ5060  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 EZ5060  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 EZ5060  HORZ ORDER  -  SECOND
 EZ5060
 EZ5060.The horizontal coordinates were established by classical geodetic methods
 EZ5060.and adjusted by the National Geodetic Survey in August 2005.
 EZ5060
 EZ5060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5060
 EZ5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5060
 EZ5060.The geoid height was determined by GEOID03.
 EZ5060
 EZ5060;                    North         East     Units Scale Factor Converg.
 EZ5060;SPC NC       -   233,489.457   649,589.792   MT  0.99992772   +0 15 19.9
 EZ5060;SPC NC       -   766,039.99  2,131,195.84   sFT  0.99992772   +0 15 19.9
 EZ5060;UTM  17      - 3,970,508.693   720,583.695   MT  1.00019960   +1 25 52.8
 EZ5060
 EZ5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5060!SPC NC       -   0.99998946  x   0.99992772  =   0.99991718
 EZ5060!UTM  17      -   0.99998946  x   1.00019960  =   1.00018906
 EZ5060
 EZ5060:                Primary Azimuth Mark                     Grid Az
 EZ5060:SPC NC       -  FISHER                                   045 12 48.4
 EZ5060:UTM  17      -  FISHER                                   044 02 15.5
 EZ5060
 EZ5060|---------------------------------------------------------------------|
 EZ5060| PID    Reference Object                     Distance      Geod. Az  |
 EZ5060|                                                           dddmmss.s |
 EZ5060| EZ2517 FISHER                              485.474 METERS 0452808.3 |
 EZ5060|---------------------------------------------------------------------|
 EZ5060
 EZ5060                          SUPERSEDED SURVEY CONTROL
 EZ5060
 EZ5060  NAD 83(1986)-  35 51 14.35433(N)    078 33 26.18379(W) AD(       ) 2
 EZ5060  NAD 27      -  35 51 13.81891(N)    078 33 27.17656(W) AD(       ) 2
 EZ5060  NGVD 29 (07/19/86)  100.5    (m)          330.     (f) VERT ANG    3  
 EZ5060
 EZ5060.Superseded values are not recommended for survey control.
 EZ5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5060.See file dsdata.txt to determine how the superseded data were derived.
 EZ5060
 EZ5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2058470509(NAD 83)
 EZ5060_MARKER: DE = TRAVERSE STATION DISK
 EZ5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5060_STAMPING: BELOTE 1965
 EZ5060_MARK LOGO: NCGS  
 EZ5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5060+STABILITY: SURFACE MOTION
 EZ5060
 EZ5060  HISTORY     - Date     Condition        Report By
 EZ5060  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5060
 EZ5060                          STATION DESCRIPTION
 EZ5060
 EZ5060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5060'BELOTE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5060'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5060'
 EZ5060'BELOTE IS 6.8 MILES NE OF RALEIGH AND 2.6 MILES E OF
 EZ5060'MILLBROOK.  LOCATED 1.7 MILES NE ALONG U.S. 401 FROM BRIDGE ON
 EZ5060'U.S. 1 OVER U.S. 401.  1.55 MILES NE OF NEW HOPE BAPTIST
 EZ5060'CHURCH.  1.25 MILES SW OF SR 2042.  0.2 MILES SW OF SR
 EZ5060'2213.  AND ON NW SIDE OF U.S. 401 ON TOP OF DITCH BANK.
 EZ5060'
 EZ5060'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5060'BELOTE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5060'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5060'
 EZ5060'MARK IS
 EZ5060'
 EZ5060'31.8 FT W OF C/L OF U.S. 401
 EZ5060'
 EZ5060'22.0 FT W OF YELLOW ARROW PAINTED ON U.S. 401
 EZ5060'
 EZ5060'36.2 FT N OF 10 INCH GUM WITH ALUMINUM REF. TAG
 EZ5060'
 EZ5060'28.0 FT E OF 2 INCH PINE WITH ALUMINUM REF. TAG
 EZ5060'
 EZ5060'138.0 FT S OF 14 INCH PINE WITH ALUMINUM REF. TAG
 EZ5060'
 EZ5060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3278 ***********************************************************************
 EY3278  DESIGNATION -  BELT
 EY3278  PID         -  EY3278
 EY3278  STATE/COUNTY-  NC/BEAUFORT
 EY3278  USGS QUAD   -  PONZER (1983)
 EY3278
 EY3278                         *CURRENT SURVEY CONTROL
 EY3278  ___________________________________________________________________
 EY3278* NAD 83(2001)-  35 33 57.25964(N)    076 29 29.52976(W)     ADJUSTED  
 EY3278* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3278  ___________________________________________________________________
 EY3278  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EY3278  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EY3278  HORZ ORDER  -  SECOND
 EY3278
 EY3278.The horizontal coordinates were established by classical geodetic methods
 EY3278.and adjusted by the National Geodetic Survey in August 2005.
 EY3278
 EY3278.The orthometric height was scaled from a topographic map.
 EY3278
 EY3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3278
 EY3278.The geoid height was determined by GEOID03.
 EY3278
 EY3278;                    North         East     Units Scale Factor Converg.
 EY3278;SPC NC       -   204,312.401   836,956.810   MT  0.99988757   +1 26 52.1
 EY3278;SPC NC       -   670,314.94  2,745,915.80   sFT  0.99988757   +1 26 52.1
 EY3278;UTM  18      - 3,936,826.203   364,833.576   MT  0.99982514   -0 52 03.6
 EY3278
 EY3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3278!SPC NC       -   1.00000576  x   0.99988757  =   0.99989333
 EY3278!UTM  18      -   1.00000576  x   0.99982514  =   0.99983090
 EY3278
 EY3278:                Primary Azimuth Mark                     Grid Az
 EY3278:SPC NC       -  DURDEN                                   007 14 14.7
 EY3278:UTM  18      -  DURDEN                                   009 33 10.4
 EY3278
 EY3278|---------------------------------------------------------------------|
 EY3278| PID    Reference Object                     Distance      Geod. Az  |
 EY3278|                                                           dddmmss.s |
 EY3278| EY0072 DURDEN                              APPROX. 1.5 KM 0084106.8 |
 EY3278| EY4787 BELT RM 1                            11.018 METERS 21132     |
 EY3278| EY4788 BELT RM 2                            26.359 METERS 21135     |
 EY3278|---------------------------------------------------------------------|
 EY3278
 EY3278                          SUPERSEDED SURVEY CONTROL
 EY3278
 EY3278  NAD 83(1986)-  35 33 57.26846(N)    076 29 29.54166(W) AD(       ) 2
 EY3278  NAD 27      -  35 33 56.67200(N)    076 29 30.80600(W) AD(       ) 2
 EY3278
 EY3278.Superseded values are not recommended for survey control.
 EY3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3278.See file dsdata.txt to determine how the superseded data were derived.
 EY3278
 EY3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6483436826(NAD 83)
 EY3278_MARKER: DS = TRIANGULATION STATION DISK
 EY3278_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3278_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3278
 EY3278  HISTORY     - Date     Condition        Report By
 EY3278  HISTORY     - 1934     MONUMENTED       CGS
 EY3278  HISTORY     - 1935     GOOD             CGS
 EY3278  HISTORY     - 1949     GOOD             CGS
 EY3278
 EY3278                          STATION DESCRIPTION
 EY3278
 EY3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3278'STATION IS ON THE WESTERN SHORE OF THE PUNGO RIVER, 3/4 MILE
 EY3278'SW OF LEECHVILLE, ON THE N END OF A WOODED FASTLAND ISLAND IN
 EY3278'THE MARSH, (ISLAND RUNS N AND S AND IS 50 YARDS E OF MAINLAND)
 EY3278'300 YARDS W OF HIGH WATER.
 EY3278'
 EY3278'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3278'CONCRETE IN THE TOP OF A TILE.
 EY3278
 EY3278                          STATION RECOVERY (1935)
 EY3278
 EY3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3278'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 EY3278'MARKS WERE REMEASURED AND THE DISTANCE FROM THE STATION TO
 EY3278'REFERENCE MARK NO 2 WAS FOUND TO BE 86.48 FEET INSTEAD OF 86.54
 EY3278'FEET.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS MEASURED
 EY3278'50.33 FEET.  THE DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED
 EY3278'WITHIN LIMITS.
 EY3278
 EY3278                          STATION RECOVERY (1949)
 EY3278
 EY3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3278'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 EY3278'TO REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND FOUND TO
 EY3278'BE CORRECT.  ORIGINAL DESCRIPTION IS INADEQUATE.  A NEW DESCRIPTION
 EY3278'FOLLOWS--
 EY3278'
 EY3278'STATION IS BACK OF A MARSH POINT FORMED BY THE PUNGO RIVER AND
 EY3278'STYRON CREEK, APPROXIMATELY 3/4 MILE SW OF LEECHVILLE, ON THE
 EY3278'N TIP OF THE LARGER AND MORE W OF TWO BRUSH-COVERED ISLANDS
 EY3278'IN THE MARSH, 12.0 FEET N OF THE MOST N PINE TREE WHICH IS BLAZED.
 EY3278'
 EY3278'STATION MARK IS A BRONZE STATION DISK, STAMPED BELT 1934, SET
 EY3278'IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, FLUSH WITH THE
 EY3278'GROUND.
 EY3278'
 EY3278'R.M. 1 IS S OF THE STATION, IN LINE WITH THE RIGHT SIDE OF
 EY3278'THE BLAZED PINE TREE.  IT IS A BRONZE REFERENCE DISK, STAMPED
 EY3278'BELT NO 1 1934, SET IN CONCRETE AT THE CENTER OF THE TOP OF A
 EY3278'TILE, FLUSH WITH THE GROUND.
 EY3278'
 EY3278'R.M. 2 IS S OF THE STATION AND APPROXIMATELY IN LINE WITH
 EY3278'R.M. 1.  IT IS A BRONZE REFERENCE DISK, STAMPED BELT NO 2 1934,
 EY3278'SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE, FLUSH WITH
 EY3278'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6537 ***********************************************************************
 EZ6537  DESIGNATION -  BELT
 EZ6537  PID         -  EZ6537
 EZ6537  STATE/COUNTY-  NC/WAKE
 EZ6537  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6537
 EZ6537                         *CURRENT SURVEY CONTROL
 EZ6537  ___________________________________________________________________
 EZ6537* NAD 83(2001)-  35 48 38.60815(N)    078 41 37.41278(W)     ADJUSTED  
 EZ6537* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 EZ6537  ___________________________________________________________________
 EZ6537  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 EZ6537  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EZ6537  HORZ ORDER  -  SECOND
 EZ6537
 EZ6537.The horizontal coordinates were established by classical geodetic methods
 EZ6537.and adjusted by the National Geodetic Survey in August 2005.
 EZ6537
 EZ6537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6537
 EZ6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6537
 EZ6537.The geoid height was determined by GEOID03.
 EZ6537
 EZ6537;                    North         East     Units Scale Factor Converg.
 EZ6537;SPC NC       -   228,643.223   637,279.614   MT  0.99992007   +0 10 36.4
 EZ6537;SPC NC       -   750,140.31  2,090,808.20   sFT  0.99992007   +0 10 36.4
 EZ6537;UTM  17      - 3,965,409.919   708,372.466   MT  1.00013505   +1 20 59.7
 EZ6537
 EZ6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6537!SPC NC       -   0.99998855  x   0.99992007  =   0.99990862
 EZ6537!UTM  17      -   0.99998855  x   1.00013505  =   1.00012360
 EZ6537
 EZ6537                          SUPERSEDED SURVEY CONTROL
 EZ6537
 EZ6537  NAD 83(1986)-  35 48 38.61056(N)    078 41 37.42227(W) AD(       ) 2
 EZ6537  NGVD 29 (12/28/92)  105.8    (m)          347.     (f) VERT ANG    3  
 EZ6537
 EZ6537.Superseded values are not recommended for survey control.
 EZ6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6537.See file dsdata.txt to determine how the superseded data were derived.
 EZ6537
 EZ6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0837265410(NAD 83)
 EZ6537_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6537+STABILITY: SURFACE MOTION
 EZ6537
 EZ6537  HISTORY     - Date     Condition        Report By
 EZ6537  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6537  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 EZ6537
 EZ6537                          STATION DESCRIPTION
 EZ6537
 EZ6537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6537'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST-NORTHWEST OF THE
 EZ6537'CAPITOL SQUARE IN RALEIGH.
 EZ6537'
 EZ6537'ALONG US 1 AND US 64 BYPASS FOR 0.8 KM (0.5 MI) NORTH FROM THE WADE
 EZ6537'AVENUE UNDERPASS, ON THE WEST SIDE OF THE HIGHWAY, IN THE FIRST
 EZ6537'CURVE.
 EZ6537'
 EZ6537'THE STATION IS A STANDARD NCGS DISK STAMPED---BELT 1984---,
 EZ6537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6537'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 EZ6537'4.1 METERS (13.5 FT) WEST-NORTHWEST OF THE EDGE OF THE PAVEMENT--AND
 EZ6537'5.4 METERS (17.6 FT) SOUTHEAST OF A 6-INCH PINE,
 EZ6537'7.9 METERS (26.0 FT) NORTHEAST OF AN 8-INCH PINE, AND
 EZ6537'11.3 METERS (37.2 FT) SOUTH OF AN 8-INCH PINE--ALL THREE WITH
 EZ6537'REFERENCE TAGS.
 EZ6537'
 EZ6537'MARK IS LEVEL WITH HIGHWAY.
 EZ6537
 EZ6537                          STATION RECOVERY (2005)
 EZ6537
 EZ6537'RECOVERY NOTE BY US POWER SQUADRON 2005 (BL)
 EZ6537'MARKER NOT FOUND DUE TO HIGHWAY CONSTRUCTION OF BELTINE (I-440) AROUND
 EZ6537'RALEIGH
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7044 ***********************************************************************
 AE7044  DESIGNATION -  BELT
 AE7044  PID         -  AE7044
 AE7044  STATE/COUNTY-  NC/MECKLENBURG
 AE7044  USGS QUAD   -  CORNELIUS (1993)
 AE7044
 AE7044                         *CURRENT SURVEY CONTROL
 AE7044  ___________________________________________________________________
 AE7044* NAD 83(2001)-  35 27 19.81365(N)    080 48 22.81151(W)     ADJUSTED  
 AE7044* NAVD 88     -       232.6    (meters)     763.     (feet)  VERTCON   
 AE7044  ___________________________________________________________________
 AE7044  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AE7044  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AE7044  HORZ ORDER  -  SECOND
 AE7044
 AE7044.The horizontal coordinates were established by classical geodetic methods
 AE7044.and adjusted by the National Geodetic Survey in August 2005.
 AE7044
 AE7044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7044
 AE7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7044
 AE7044.The geoid height was determined by GEOID03.
 AE7044
 AE7044;                    North         East     Units Scale Factor Converg.
 AE7044;SPC NC       -   190,683.756   445,651.981   MT  0.99987889   -1 02 33.2
 AE7044;SPC NC       -   625,601.62  1,462,109.87   sFT  0.99987889   -1 02 33.2
 AE7044;UTM  17      - 3,923,575.834   517,573.632   MT  0.99960381   +0 06 44.4
 AE7044
 AE7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7044!SPC NC       -   0.99996835  x   0.99987889  =   0.99984724
 AE7044!UTM  17      -   0.99996835  x   0.99960381  =   0.99957217
 AE7044
 AE7044                          SUPERSEDED SURVEY CONTROL
 AE7044
 AE7044  NAD 83(1986)-  35 27 19.82756(N)    080 48 22.81916(W) AD(       ) 2
 AE7044  NGVD 29 (09/29/97)  232.8    (m)          764.     (f) VERT ANG    3  
 AE7044
 AE7044.Superseded values are not recommended for survey control.
 AE7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7044.See file dsdata.txt to determine how the superseded data were derived.
 AE7044
 AE7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1757423576(NAD 83)
 AE7044_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7044_STAMPING: BELT 1986
 AE7044_MARK LOGO: NCGS  
 AE7044_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7044+STABILITY: SURFACE MOTION
 AE7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7044+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AE7044
 AE7044  HISTORY     - Date     Condition        Report By
 AE7044  HISTORY     - 1986     MONUMENTED       NCGS
 AE7044  HISTORY     - 20000612 SEE DESCRIPTION  NCGS
 AE7044  HISTORY     - 20030402 MARK NOT FOUND   USPSQD
 AE7044
 AE7044                          STATION DESCRIPTION
 AE7044
 AE7044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE7044'STATION IS LOCATED ABOUT 5.79 KM (3.60 MI) NORTHEAST OF HUNTERSVILLE
 AE7044'AND 5.47 KM (3.40 MI) SOUTHEAST OF CORNELIUS. ALONG NC 73 FOR 4.02 KM
 AE7044'(2.50 MI) EAST FROM NC 115 NORTH OF HUNTERSVILLE, ACROSS DITCH IN
 AE7044'CURVE, OR 0.32 KM (0.20 MI) WEST OF SR 2693 (DAVIDSON/CONCORD ROAD).
 AE7044'MARK IS 1 FOOT LOWER THAN HIGHWAY AND RECESSED 1 INCH BELOW GROUND.
 AE7044'LOCATED 16.6 M (54.5 FT) NORTH OF CENTERLINE OF HIGHWAY, 54.3 M (178.1
 AE7044'FT) NORTHWEST OF WEST END OF DRIVEWAY CULVERT, 71.8 M (235.6 FT) WEST
 AE7044'OF WEST END OF GUARD RAIL--AND 17.0 M (55.8 FT) EAST OF POWER POLE,
 AE7044'9.8 M (32.2 FT) SOUTH OF 6-INCH PINE, 14.3 M (46.9 FT) SOUTHWEST OF
 AE7044'8-INCH PINE--ALL THREE WITH REFERENCE TAGS.
 AE7044
 AE7044                          STATION RECOVERY (2000)
 AE7044
 AE7044'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE7044'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK HAS BEEN HIT
 AE7044'BUT UNABLE TO DETERMINE IF IT IS DISTURBED. LOCATED 51.8 FT (15.8 M)
 AE7044'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF PAGES POND COURT (SR
 AE7044'5354), 5.0 FT (1.5 M) WEST-NORTHWEST OF THE WEST END OF THE ROCK WALL
 AE7044'AT ENTRANCE TO PAGES POND AND 22.5 FT (6.9 M) NORTH OF A FIRE HYDRANT.
 AE7044
 AE7044                          STATION RECOVERY (2003)
 AE7044
 AE7044'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7044'AREA IS NOW A DECORATIVE PLANTING IN FRONT OF PAGES POND.  SEARCHED
 AE7044'WITH MICRONTA 4001 METAL DETECTOR AND PROBED.  NO RMS HERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4134 ***********************************************************************
 AH4134  DESIGNATION -  BELTON
 AH4134  PID         -  AH4134
 AH4134  STATE/COUNTY-  NC/SURRY
 AH4134  USGS QUAD   -  COPELAND (1994)
 AH4134
 AH4134                         *CURRENT SURVEY CONTROL
 AH4134  ___________________________________________________________________
 AH4134* NAD 83(2001)-  36 20 06.53966(N)    080 40 11.63985(W)     ADJUSTED  
 AH4134* NAVD 88     -       345.6    (meters)    1134.     (feet)  VERTCON   
 AH4134  ___________________________________________________________________
 AH4134  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AH4134  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AH4134  HORZ ORDER  -  SECOND
 AH4134
 AH4134.The horizontal coordinates were established by classical geodetic methods
 AH4134.and adjusted by the National Geodetic Survey in August 2005.
 AH4134
 AH4134.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4134
 AH4134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4134
 AH4134.The geoid height was determined by GEOID03.
 AH4134
 AH4134;                    North         East     Units Scale Factor Converg.
 AH4134;SPC NC       -   288,050.752   459,675.899   MT  1.00005138   -0 57 49.7
 AH4134;SPC NC       -   945,046.51  1,508,120.01   sFT  1.00005138   -0 57 49.7
 AH4134;UTM  17      - 4,021,173.083   529,624.788   MT  0.99961081   +0 11 44.1
 AH4134
 AH4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4134!SPC NC       -   0.99995103  x   1.00005138  =   1.00000240
 AH4134!UTM  17      -   0.99995103  x   0.99961081  =   0.99956186
 AH4134
 AH4134                          SUPERSEDED SURVEY CONTROL
 AH4134
 AH4134  NAD 83(1986)-  36 20 06.54736(N)    080 40 11.64595(W) AD(       ) 2
 AH4134  NGVD 29 (12/22/97)  345.7    (m)         1134.     (f) VERT ANG    3  
 AH4134
 AH4134.Superseded values are not recommended for survey control.
 AH4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4134.See file dsdata.txt to determine how the superseded data were derived.
 AH4134
 AH4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2962521173(NAD 83)
 AH4134_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4134_STAMPING: BELTON 1986
 AH4134_MARK LOGO: NCGS  
 AH4134_PROJECTION: FLUSH
 AH4134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4134+STABILITY: SURFACE MOTION
 AH4134
 AH4134  HISTORY     - Date     Condition        Report By
 AH4134  HISTORY     - 1986     MONUMENTED       NCGS
 AH4134
 AH4134                          STATION DESCRIPTION
 AH4134
 AH4134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4134'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) SOUTHEAST OF DOBSON, IN THE
 AH4134'COPELAND COMMUNITY. ALONG SR 2227 (COPELAND SCHOOL RD) FOR 1.85 KM
 AH4134'(1.15 MI) WEST FROM SR 2209 CROSSROADS (AT COPELAND SCHOOL), OR O.2
 AH4134'KMEAST OF SR 2260 (LIBERTY CHURCH RD), IN YARD OF--BELTON--RESIDENCE.
 AH4134'MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD.  LOCATED 19.0 M (62.3
 AH4134'FT) NORTH OF THE CENTERLINE OF ROAD, 0.3 M (1.0 FT) EAST OF THE EDGE
 AH4134'OF PAVED DRIVE, 20.1 M (65.9 FT) SOUTHEAST OF NORTHEAST CORNER OF
 AH4134'HOUSE, 15.9 M (52.2 FT) NORTH-NORTHEAST OF WEST END OF DRIVE CULVERT,
 AH4134'AND 8.7 M (28.5 FT) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMER
 AH4134'AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8676 ***********************************************************************
 DF8676  DESIGNATION -  BELVIDERE
 DF8676  PID         -  DF8676
 DF8676  STATE/COUNTY-  NC/PERQUIMANS
 DF8676  USGS QUAD   -  HOBBSVILLE (1982)
 DF8676
 DF8676                         *CURRENT SURVEY CONTROL
 DF8676  ___________________________________________________________________
 DF8676* NAD 83(1986)-  36 16 04.41305(N)    076 32 58.96884(W)     ADJUSTED  
 DF8676* NAVD 88     -         4.1    (meters)      13.     (feet)  VERT ANG  
 DF8676  ___________________________________________________________________
 DF8676  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF8676  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 DF8676  HORZ ORDER  -  SECOND
 DF8676
 DF8676.The horizontal coordinates were established by classical geodetic methods
 DF8676.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2003.
 DF8676
 DF8676.The orthometric height was determined by vertical angle observations.
 DF8676
 DF8676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8676
 DF8676.The geoid height was determined by GEOID03.
 DF8676
 DF8676;                    North         East     Units Scale Factor Converg.
 DF8676;SPC NC       -   282,043.488   829,762.674   MT  1.00002982   +1 24 51.2
 DF8676;SPC NC       -   925,337.68  2,722,313.04   sFT  1.00002982   +1 24 51.2
 DF8676;UTM  18      - 4,014,776.120   360,796.775   MT  0.99983875   -0 55 00.8
 DF8676
 DF8676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8676!SPC NC       -   1.00000510  x   1.00002982  =   1.00003492
 DF8676!UTM  18      -   1.00000510  x   0.99983875  =   0.99984385
 DF8676
 DF8676                          SUPERSEDED SURVEY CONTROL
 DF8676
 DF8676.No superseded survey control is available for this station.
 DF8676
 DF8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6079714776(NAD 83)
 DF8676_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8676_STAMPING: 2ND O T.R.I. BELVIDERE 30TH ENGRS 1941
 DF8676_MARK LOGO: USE   
 DF8676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8676+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 DF8676
 DF8676  HISTORY     - Date     Condition        Report By
 DF8676  HISTORY     - 1941     MONUMENTED       USE
 DF8676  HISTORY     - 19940719 GOOD             NCGS
 DF8676
 DF8676                          STATION DESCRIPTION
 DF8676
 DF8676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8676'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHWEST OF BELVIDERE AND
 DF8676'ALSO IN THE SOUTHWEST QUADRANT OF INTERSECTION OF SR 1111 (GOODWIN
 DF8676'MILL ROAD) AND SR 1118 (DRINKING HOLE ROAD), AND APROXIMATELY 200-FEET
 DF8676'WEST OF NC 37, IN THE FRONT YARD OF A ONE-STORY RESIDENCE.
 DF8676'THE UNDERGROUND MARK HAS A CORPS OF ENGINEERS DISK SET IN CONCRETE 0.4
 DF8676'FT (12.2 CM) BELOW THE BOTTOM OF THE SURFACE MARK.
 DF8676'MARK IS ABOUT LEVEL WITH THE ROAD AND IS FLUSH WITH THE GROUND.
 DF8676'LOCATED 277.00 FT (84.43 M) SOUTHWEST OF NCGS STATION--LORD--, 119.8
 DF8676'FT (36.5 M) SOUTHWEST OF THE INTERSECTION OF SR 1111 AND SR 1118, 82.5
 DF8676'FT (25.1 M) SOUTH OF THE CENTERLINE OF SR 1118, 72.4 FT (22.1 M) WEST
 DF8676'OF THE CENTERLINE OF SR 1111, 22.4 FT (6.8 M) NORTH-NORTHEAST OF EAST
 DF8676'CORNER OF SIDE PORCH, 40.8 FT (12.4 M) EAST-SOUTHEAST OF NORTH CORNER
 DF8676'OF RESIDENCE.
 DF8676'REFERENCE MARK NO 1 (AZIMUTH) WAS RECOVERED IN GOOD CONDITION. THE
 DF8676'LINE-OF-SIGHT IS BLOCKED TO THE STATION. MARK IS ABOUT LEVEL WITH THE
 DF8676'ROAD, AND IS RECESSED 5 INCHES BELOW THE GROUND. LOCATED IN THE FRONT
 DF8676'YARD OF A WHITE WOOD FRAME DWELLING BELONGING TO MS. DOROTHY CHAPPELL,
 DF8676'48.6 FT (14.8 M) EAST OF THE CENTERLINE OF NC 37, 36.3 FT (11.1 M)
 DF8676'SOUTHWEST OF THE NORTHWEST CORNER OF RESIDENCE, 50.9 FT (15.5 M)
 DF8676'NORTHWEST OF THE SOUTHWEST CORNER OF RESIDENCE, AND 7.3 FT (2.2 M)
 DF8676'NORTH-NORTHEAST OF AN 18-INCH PECAN.
 DF8676'REFERENCE MARK NO 2 WAS RECOVERED IN GOOD CONDITION. MARK IS ABOUT
 DF8676'1.5-FOOT HIGHER THAN THE INTERSECTION AND IS FLUSH WITH THE GROUND.
 DF8676'LOCATED 42.6 FT (13.0 M) SOUTHEAST OF THE INTERSECTION OF SR 1111 AND
 DF8676'SR 1118, 31.7 FT (9.7 M) SOUTH OF THE CENTERLINE OF SR 1118, 33.4 FT
 DF8676'(10.2 M) EAST OF THE CENTERLINE OF SR 1111 AND 4.0 FT (1.2 M)
 DF8676'NORTHEAST OF A POWER POLE.
 DF8676'REFERENCE MARK NO 3 WAS RECOVERED IN GOOD CONDITION. MARK IS ABOUT
 DF8676'2-FEET HIGHER THAN THE ROAD AND IS RECESSED 6 INCHES BELOW THE GROUND.
 DF8676'LOCATED 25.9 FT (7.9 M) NORTH OF THE CENTERLINE OF SR 1118, 10.6 FT
 DF8676'(3.2 M) NORTH-NORTHEAST OF NORTH END OF A CULVERT UNDER ROAD, 11.8 FT
 DF8676'(3.6 M) WEST-NORTHWEST OF A SIGNAL POLE, AND 17.3 FT (5.3 M)
 DF8676'EAST-NORTHEAST OF A GRASSY DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2334 ***********************************************************************
 AI2334  DESIGNATION -  BELVIN
 AI2334  PID         -  AI2334
 AI2334  STATE/COUNTY-  NC/GUILFORD
 AI2334  USGS QUAD   -  MC LEANSVILLE (1968)
 AI2334
 AI2334                         *CURRENT SURVEY CONTROL
 AI2334  ___________________________________________________________________
 AI2334* NAD 83(2001)-  36 00 17.43321(N)    079 37 32.96455(W)     ADJUSTED  
 AI2334* NAVD 88     -       213.3    (meters)     700.     (feet)  VERT ANG  
 AI2334  ___________________________________________________________________
 AI2334  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AI2334  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 AI2334  HORZ ORDER  -  SECOND
 AI2334
 AI2334.The horizontal coordinates were established by classical geodetic methods
 AI2334.and adjusted by the National Geodetic Survey in August 2005.
 AI2334
 AI2334.The orthometric height was determined by vertical angle observations.
 AI2334
 AI2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2334
 AI2334.The geoid height was determined by GEOID03.
 AI2334
 AI2334;                    North         East     Units Scale Factor Converg.
 AI2334;SPC NC       -   250,315.861   553,180.812   MT  0.99995885   -0 21 40.3
 AI2334;SPC NC       -   821,244.62  1,814,894.05   sFT  0.99995885   -0 21 40.3
 AI2334;UTM  17      - 3,985,358.725   623,847.390   MT  0.99978899   +0 48 28.5
 AI2334
 AI2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2334!SPC NC       -   0.99997128  x   0.99995885  =   0.99993013
 AI2334!UTM  17      -   0.99997128  x   0.99978899  =   0.99976027
 AI2334
 AI2334                          SUPERSEDED SURVEY CONTROL
 AI2334
 AI2334  NAD 83(1986)-  36 00 17.43704(N)    079 37 32.96978(W) AD(       ) 2
 AI2334
 AI2334.Superseded values are not recommended for survey control.
 AI2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2334.See file dsdata.txt to determine how the superseded data were derived.
 AI2334
 AI2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2384785359(NAD 83)
 AI2334_MARKER: DD = SURVEY DISK
 AI2334_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI2334_STAMPING: BELVIN 30TH ENGRS 1963
 AI2334_MARK LOGO: USE   
 AI2334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2334+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1991
 AI2334
 AI2334  HISTORY     - Date     Condition        Report By
 AI2334  HISTORY     - 1963     MONUMENTED       USGS
 AI2334  HISTORY     - 19911014 GOOD             NCGS
 AI2334
 AI2334                          STATION DESCRIPTION
 AI2334
 AI2334'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2334'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTHEAST OF GREENSBORO AND
 AI2334'4.3 MI (6.9 KM) SOUTH OF SEDALIA. ALONG SR 3045 (MT HOPE CHURCH RD)
 AI2334'FOR 4.3 MI (6.9 KM) SOUTHEAST FROM THE I-85 INTERCHANGE, THENCE
 AI2334'SOUTHWEST ALONG SR 3093 (OLD JULIAN RD) FOR 0.4 MI (0.6 KM) TO SR 3092
 AI2334'(WILD TURKEY RD), IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION, AND
 AI2334'DIRECTLY UNDER A BOARD FENCE. MARK IS LEVEL WITH ROAD AND RECESSED 1
 AI2334'INCH BELOW GROUND. LOCATED 43.0 FT (13.1 M) WEST-NORTHWEST OF THE
 AI2334'CENTERLINE OF SR 3093, 35.0 FT (10.7 M) NORTH-NORTHEAST OF THE
 AI2334'CENTERLINE OF SR 3092, 0.8 FT (24.4 CM) SOUTH OF AN ANGLE IRON
 AI2334'PROPERTY CORNER, AND 12.3 FT (3.7 M) SOUTHEAST OF A 20-INCH OAK WITH
 AI2334'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4212 ***********************************************************************
 EY4212  DESIGNATION -  BELVOIR
 EY4212  PID         -  EY4212
 EY4212  STATE/COUNTY-  NC/PITT
 EY4212  USGS QUAD   -  GREENVILLE NW (1982)
 EY4212
 EY4212                         *CURRENT SURVEY CONTROL
 EY4212  ___________________________________________________________________
 EY4212* NAD 83(2001)-  35 42 30.21736(N)    077 27 53.88594(W)     ADJUSTED  
 EY4212* NAVD 88     -        10.47   (+/-2cm)      34.4    (feet)  VERTCON   
 EY4212  ___________________________________________________________________
 EY4212  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EY4212  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 EY4212  HORZ ORDER  -  SECOND
 EY4212  VERT ORDER  -  THIRD ? (See Below)
 EY4212
 EY4212.The horizontal coordinates were established by classical geodetic methods
 EY4212.and adjusted by the National Geodetic Survey in August 2005.
 EY4212
 EY4212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4212.The vertical order pertains to the NGVD 29 superseded value.
 EY4212
 EY4212.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4212
 EY4212.The geoid height was determined by GEOID03.
 EY4212
 EY4212;                    North         East     Units Scale Factor Converg.
 EY4212;SPC NC       -   218,321.346   748,494.238   MT  0.99990427   +0 53 09.5
 EY4212;SPC NC       -   716,275.95  2,455,684.85   sFT  0.99990427   +0 53 09.5
 EY4212;UTM  18      - 3,954,406.615   277,001.158   MT  1.00021283   -1 26 21.5
 EY4212
 EY4212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4212!SPC NC       -   1.00000395  x   0.99990427  =   0.99990822
 EY4212!UTM  18      -   1.00000395  x   1.00021283  =   1.00021678
 EY4212
 EY4212                          SUPERSEDED SURVEY CONTROL
 EY4212
 EY4212  NAD 83(1986)-  35 42 30.22843(N)    077 27 53.89456(W) AD(       ) 2
 EY4212  NGVD 29 (10/26/90)   10.82   (m)           35.5    (f) LEVELING    3  
 EY4212
 EY4212.Superseded values are not recommended for survey control.
 EY4212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4212.See file dsdata.txt to determine how the superseded data were derived.
 EY4212
 EY4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7700154407(NAD 83)
 EY4212_MARKER: DE = TRAVERSE STATION DISK
 EY4212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4212_STAMPING: BELVOIR 1979
 EY4212_MARK LOGO: NCGS  
 EY4212_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4212+STABILITY: SURFACE MOTION
 EY4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4212+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1999
 EY4212
 EY4212  HISTORY     - Date     Condition        Report By
 EY4212  HISTORY     - 1979     MONUMENTED       NCGS
 EY4212  HISTORY     - 19990429 SEE DESCRIPTION  NCGS
 EY4212
 EY4212                          STATION DESCRIPTION
 EY4212
 EY4212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4212'THE STATION IS LOCATED AT BELVOIR CROSSROAD COMMUNITY AND
 EY4212'APPROXIMATELY 8.4 MILES NORTHWEST OF GREENVILLE, IN THE EAST QUADRANT
 EY4212'OF THE NC 222 WITH NC 33 (BELVOIR) CROSSROADS.
 EY4212'
 EY4212'STATION MARK IS A STANDARD DISK STAMPED---BELVOIR 1979---, SET IN TOP
 EY4212'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND
 EY4212'SURFACE. THE MARK IS 73.5 FEET NORTHEAST OF CENTERLINE OF NC 33, 26.4
 EY4212'FEET SOUTHEAST OF NORTHEAST END OF ISLAND IN NC 222, 11.4 FEET
 EY4212'SOUTHWEST OF 24 INCH SYCAMORE WITH REFERENCE TAG, AND 26.8 FEET
 EY4212'NORTH-NORTHWEST OF NORTHWEST CORNER OF STORE.
 EY4212
 EY4212                          STATION RECOVERY (1999)
 EY4212
 EY4212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY4212'NOT FOUND, PROBABLY LOST TO PARKING LOT IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3042 ***********************************************************************
 FA3042  DESIGNATION -  BEN
 FA3042  PID         -  FA3042
 FA3042  STATE/COUNTY-  NC/CATAWBA
 FA3042  USGS QUAD   -  BETHLEHEM (1993)
 FA3042
 FA3042                         *CURRENT SURVEY CONTROL
 FA3042  ___________________________________________________________________
 FA3042* NAD 83(2001)-  35 45 11.08071(N)    081 18 16.73546(W)     ADJUSTED  
 FA3042* NAVD 88     -       349.8    (meters)    1148.     (feet)  VERTCON   
 FA3042  ___________________________________________________________________
 FA3042  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FA3042  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 FA3042  HORZ ORDER  -  SECOND
 FA3042
 FA3042.The horizontal coordinates were established by classical geodetic methods
 FA3042.and adjusted by the National Geodetic Survey in August 2005.
 FA3042
 FA3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3042
 FA3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3042
 FA3042.The geoid height was determined by GEOID03.
 FA3042
 FA3042;                    North         East     Units Scale Factor Converg.
 FA3042;SPC NC       -   224,624.157   401,197.074   MT  0.99991078   -1 19 48.6
 FA3042;SPC NC       -   736,954.42  1,316,260.73   sFT  0.99991078   -1 19 48.6
 FA3042;UTM  17      - 3,956,604.540   472,457.354   MT  0.99960935   -0 10 40.8
 FA3042
 FA3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3042!SPC NC       -   0.99995015  x   0.99991078  =   0.99986094
 FA3042!UTM  17      -   0.99995015  x   0.99960935  =   0.99955952
 FA3042
 FA3042:                Primary Azimuth Mark                     Grid Az
 FA3042:SPC NC       -  RIDGE                                    168 22 07.4
 FA3042:UTM  17      -  RIDGE                                    167 12 59.6
 FA3042
 FA3042|---------------------------------------------------------------------|
 FA3042| PID    Reference Object                     Distance      Geod. Az  |
 FA3042|                                                           dddmmss.s |
 FA3042| FA2981 RIDGE                               459.369 METERS 1670218.8 |
 FA3042| FA3056 HARLEY                              APPROX. 0.5 KM 3520040.3 |
 FA3042|---------------------------------------------------------------------|
 FA3042
 FA3042                          SUPERSEDED SURVEY CONTROL
 FA3042
 FA3042  NAD 83(1986)-  35 45 11.08871(N)    081 18 16.73805(W) AD(       ) 2
 FA3042  NAD 27      -  35 45 10.61029(N)    081 18 17.43508(W) AD(       ) 2
 FA3042  NGVD 29 (07/19/86)  350.0    (m)         1148.     (f) VERT ANG    3  
 FA3042
 FA3042.Superseded values are not recommended for survey control.
 FA3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3042.See file dsdata.txt to determine how the superseded data were derived.
 FA3042
 FA3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7245756605(NAD 83)
 FA3042_MARKER: DE = TRAVERSE STATION DISK
 FA3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3042_STAMPING: BEN 1967
 FA3042_MARK LOGO: NCGS  
 FA3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3042+STABILITY: SURFACE MOTION
 FA3042
 FA3042  HISTORY     - Date     Condition        Report By
 FA3042  HISTORY     - 1967     MONUMENTED       NCGS
 FA3042
 FA3042                          STATION DESCRIPTION
 FA3042
 FA3042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3042'BEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3042'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3042'
 FA3042'BEN IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF THE CENTER
 FA3042'OF HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3042'SR 1401 (SANDY RIDGE RD.) WITH SR 1453 (SPRINGS RD.), GO NORTH
 FA3042'ON SR 1401 FOR 0.8 MILES TO STATION.  WHICH IS ON THE WEST SIDE
 FA3042'OF SR 1401 BETWEEN HOUSES NO. 1815 AND 1835, ACROSS SR 1401 AND
 FA3042'IN LINE WITH SOUTH SIDE OF CARPORT OF HOUSE NO. 1826.
 FA3042'
 FA3042'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3042'BEN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3042'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3042'
 FA3042'MARK IS
 FA3042'
 FA3042'20.8 FT W OF C/L OF SR 1401
 FA3042'
 FA3042'25.5 FT NNW OF 4 IN X 4 IN POST FOR SPEED LIMIT SIGN, WITH
 FA3042'ALUMINUM REF. TAG
 FA3042'
 FA3042'63.7 FT SSE OF TP ON W SIDE OF SR 1401 AT CORNER OF YARD OF
 FA3042'BENFIELD BROTHERS LANDSCAPING SIGN, WITH ALUMINUM REF. TAG
 FA3042'
 FA3042'65.8 FT SSE OF METAL SIGN POST FOR BENFIELD BROTHERS
 FA3042'LANDSCAPING SIGN
 FA3042'
 FA3042'58.8 FT SE OF 4 IN PECAN TREE IN NORTHEAST CORNER OF VACANT
 FA3042'LOT, WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3068 ***********************************************************************
 FB3068  DESIGNATION -  BEN
 FB3068  PID         -  FB3068
 FB3068  STATE/COUNTY-  NC/HENDERSON
 FB3068  USGS QUAD   -  STANDINGSTONE MTN (1990)
 FB3068
 FB3068                         *CURRENT SURVEY CONTROL
 FB3068  ___________________________________________________________________
 FB3068* NAD 83(2007)-  35 14 52.07851(N)    082 30 22.31440(W)     ADJUSTED  
 FB3068* NAVD 88     -       663.1    (meters)    2176.     (feet)  GPS OBS   
 FB3068  ___________________________________________________________________
 FB3068  EPOCH DATE  -        2002.00
 FB3068  X           -     680,151.201 (meters)                     COMP
 FB3068  Y           -  -5,170,583.705 (meters)                     COMP
 FB3068  Z           -   3,660,717.572 (meters)                     COMP
 FB3068  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 FB3068  ELLIP HEIGHT-         632.524 (meters)          (02/10/07) ADJUSTED
 FB3068  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FB3068
 FB3068  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3068  Type    PID    Designation                      North   East  Ellip
 FB3068  -------------------------------------------------------------------
 FB3068  NETWORK FB3068 BEN                               1.29   1.12   2.80
 FB3068  -------------------------------------------------------------------
 FB3068
 FB3068.The horizontal coordinates were established by GPS observations
 FB3068.and adjusted by the National Geodetic Survey in February 2007.
 FB3068
 FB3068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3068.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3068.The horizontal coordinates are valid at the epoch date displayed above.
 FB3068.The epoch date for horizontal control is a decimal equivalence
 FB3068.of Year/Month/Day.
 FB3068
 FB3068.The orthometric height was determined by GPS observations and a
 FB3068.high-resolution geoid model.
 FB3068
 FB3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3068
 FB3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3068
 FB3068.The ellipsoidal height was determined by GPS observations
 FB3068.and is referenced to NAD 83.
 FB3068
 FB3068.The geoid height was determined by GEOID03.
 FB3068
 FB3068;                    North         East     Units Scale Factor Converg.
 FB3068;SPC NC       -   171,784.894   290,601.699   MT  0.99987259   -2 01 25.2
 FB3068;SPC NC       -   563,597.61    953,415.74   sFT  0.99987259   -2 01 25.2
 FB3068;UTM  17      - 3,901,563.279   362,967.222   MT  0.99983142   -0 52 09.8
 FB3068
 FB3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3068!SPC NC       -   0.99990073  x   0.99987259  =   0.99977333
 FB3068!UTM  17      -   0.99990073  x   0.99983142  =   0.99973216
 FB3068
 FB3068:                Primary Azimuth Mark                     Grid Az
 FB3068:SPC NC       -  DORNSTAUDER                              272 12 28.2
 FB3068:UTM  17      -  DORNSTAUDER                              271 03 12.8
 FB3068
 FB3068|---------------------------------------------------------------------|
 FB3068| PID    Reference Object                     Distance      Geod. Az  |
 FB3068|                                                           dddmmss.s |
 FB3068| FB3074 DORNSTAUDER                         APPROX. 3.4 KM 2701103.0 |
 FB3068|---------------------------------------------------------------------|
 FB3068
 FB3068                          SUPERSEDED SURVEY CONTROL
 FB3068
 FB3068  NAD 83(1986)-  35 14 52.08455(N)    082 30 22.31380(W) AD(       ) 1
 FB3068  NAD 83(2001)-  35 14 52.07889(N)    082 30 22.31449(W) AD(       ) 1
 FB3068  ELLIP H (05/19/04)  632.530  (m)                       GP(       ) 5 1
 FB3068  NAD 83(1995)-  35 14 52.08420(N)    082 30 22.31169(W) AD(       ) 2
 FB3068  NAD 83(1986)-  35 14 52.08379(N)    082 30 22.31154(W) AD(       ) 2
 FB3068  NAD 27      -  35 14 51.65927(N)    082 30 22.87849(W) AD(       ) 2
 FB3068  NGVD 29 (07/19/86)  663.3    (m)         2176.     (f) VERT ANG    3  
 FB3068
 FB3068.Superseded values are not recommended for survey control.
 FB3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3068.See file dsdata.txt to determine how the superseded data were derived.
 FB3068
 FB3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6296701563(NAD 83)
 FB3068_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3068_STAMPING: BEN 1975
 FB3068_MARK LOGO: NCGS  
 FB3068_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3068+STABILITY: SURFACE MOTION
 FB3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3068+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001
 FB3068
 FB3068  HISTORY     - Date     Condition        Report By
 FB3068  HISTORY     - 1975     MONUMENTED       NCGS
 FB3068  HISTORY     - 19880714 GOOD             NCGS
 FB3068  HISTORY     - 20010806 GOOD             NCGS
 FB3068
 FB3068                          STATION DESCRIPTION
 FB3068
 FB3068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3068'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES WEST-SOUTHWEST OF FLAT
 FB3068'ROCK AND 5.5 MILES SOUTH-SOUTHWEST OF HENDERSONVILLE.
 FB3068'
 FB3068'TO REACH THE STATION FROM THE INTERSECTION OF US 25 SOUTH (CHURCH ST.)
 FB3068'WITH SR 1127 (KANUGA RD.) IN HENDERSONVILLE, PROCEED SOUTHWESTERLY
 FB3068'ALONG KANUGA RD. FOR 5.1 MILES TO T INTERSECTION WITH SR 1126, TURN
 FB3068'LEFT AND CONTINUE SOUTHEASTERLY ALONG SR 1126 FOR 0.4 MILE TO T
 FB3068'INTERSECTION WITH SR 1125, CONTINUE SOUTHWEST ALONG SR 1125 FOR 0.45
 FB3068'MILE TO DRIVE ON THE RIGHT AND SOUTHWEST ALONG DRIVE FOR 0.1 MILE TO
 FB3068'STATION NEAR POWER POLE GUY WIRE ON THE RIGHT.
 FB3068'
 FB3068'STATION MARK IS A STANDARD DISK, STAMPED---BEN 1975---, SET IN THE TOP
 FB3068'OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE GROUND
 FB3068'SURFACE.  MARK IS 7.9 FEET NORTHWEST OF THE CENTERLINE OF DIRT ROAD,
 FB3068'3.7 FEET SOUTH-SOUTHWEST OF END OF POWER POLE GUY WIRE, 11.0 FEET EAST
 FB3068'-NORTHEAST OF POWER POLE NO. 55 WITH REFERENCE TAG AND 10.3 FEET
 FB3068'NORTHEAST OF 1 INCH IRON PIPE (PROPERTY IRON).
 FB3068
 FB3068                          STATION RECOVERY (1988)
 FB3068
 FB3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 FB3068'THE STATION WAS RECOVERED IN GOOD CONDITION. POWER POLE 55 AND THE
 FB3068'PROPERTY IRON ARE GONE. STATION IS NOW LOCATED 9.4 FT (2.9 M)
 FB3068'EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER. LINES OF SIGHT TO
 FB3068'REFERENCE OBJECTS ARE CLEAR.
 FB3068
 FB3068                          STATION RECOVERY (2001)
 FB3068
 FB3068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB3068'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2351 ***********************************************************************
 EB2351  DESIGNATION -  BEN
 EB2351  PID         -  EB2351
 EB2351  STATE/COUNTY-  NC/COLUMBUS
 EB2351  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2351
 EB2351                         *CURRENT SURVEY CONTROL
 EB2351  ___________________________________________________________________
 EB2351* NAD 83(2001)-  34 09 10.52514(N)    078 52 51.11558(W)     ADJUSTED  
 EB2351* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 EB2351  ___________________________________________________________________
 EB2351  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 EB2351  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 EB2351  HORZ ORDER  -  SECOND
 EB2351
 EB2351.The horizontal coordinates were established by classical geodetic methods
 EB2351.and adjusted by the National Geodetic Survey in August 2005.
 EB2351
 EB2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2351
 EB2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2351
 EB2351.The geoid height was determined by GEOID03.
 EB2351
 EB2351;                    North         East     Units Scale Factor Converg.
 EB2351;SPC NC       -    44,705.286   620,588.279   MT  1.00005484   +0 04 07.5
 EB2351;SPC NC       -   146,670.59  2,036,046.71   sFT  1.00005484   +0 04 07.5
 EB2351;UTM  17      - 3,781,140.869   695,362.699   MT  1.00007049   +1 11 24.2
 EB2351
 EB2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2351!SPC NC       -   1.00000054  x   1.00005484  =   1.00005538
 EB2351!UTM  17      -   1.00000054  x   1.00007049  =   1.00007103
 EB2351
 EB2351|---------------------------------------------------------------------|
 EB2351| PID    Reference Object                     Distance      Geod. Az  |
 EB2351|                                                           dddmmss.s |
 EB2351| EB2350 TODD                                356.820 METERS 09022     |
 EB2351| EB2352 BUFFKINS                            349.149 METERS 30635     |
 EB2351|---------------------------------------------------------------------|
 EB2351
 EB2351                          SUPERSEDED SURVEY CONTROL
 EB2351
 EB2351  NAD 83(1986)-  34 09 10.53265(N)    078 52 51.11941(W) AD(       ) 2
 EB2351  NAD 27      -  34 09 09.91974(N)    078 52 52.03407(W) AD(       ) 2
 EB2351  NGVD 29 (07/19/86)   31.2    (m)          102.     (f) VERT ANG    3  
 EB2351
 EB2351.Superseded values are not recommended for survey control.
 EB2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2351.See file dsdata.txt to determine how the superseded data were derived.
 EB2351
 EB2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9536381141(NAD 83)
 EB2351_MARKER: DE = TRAVERSE STATION DISK
 EB2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2351_STAMPING: BEN 1974
 EB2351_MARK LOGO: NCGS  
 EB2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2351+STABILITY: SURFACE MOTION
 EB2351
 EB2351  HISTORY     - Date     Condition        Report By
 EB2351  HISTORY     - 1974     MONUMENTED       NCGS
 EB2351  HISTORY     - 1988     GOOD             USPSQD
 EB2351  HISTORY     - 1990     GOOD             USPSQD
 EB2351
 EB2351                          STATION DESCRIPTION
 EB2351
 EB2351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2351'BEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2351'VICINITY OF TABOR CITY, NORTH CAROLINA.
 EB2351'
 EB2351'BEN IS LOCATED IN TABOR CITY.  TO REACH STATION PROCEED FROM
 EB2351'INTERSECTION OF NC 904 WITH NC 410 AND U.S. 701 BUSINESS AT THE
 EB2351'RAILROAD DEPOT IN TABOR CITY, PROCEED NORTH AND WEST ALONG NC 904
 EB2351'FOR 0.55 MILES TO Y INTERSECTION, AND STATION ON RIGHT IN FRONT OF
 EB2351'TWO STORY WHITE BLOCK BUILDING.
 EB2351'
 EB2351'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEN
 EB2351'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EB2351'INCH BELOW THE SURFACE OF THE GROUND.
 EB2351'
 EB2351'MARK IS 25.3 FT NE OF C/L OF NC 904
 EB2351'
 EB2351'109.9 FT NW OF TOP OF FIRE HYDRANT
 EB2351'
 EB2351'86.8 FT E OF PP WITH TRANSFORMER (15) AND WITH ALUMINUM REF. TAG.
 EB2351'
 EB2351'49.1 FT W OF SERVICE POLE WITH ALUMINUM REF. TAG.
 EB2351'
 EB2351'1.0 FT NE OF OUTSIDE EDGE OF CURB
 EB2351
 EB2351                          STATION RECOVERY (1988)
 EB2351
 EB2351'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 EB2351'RECOVERED IN GOOD CONDITION.
 EB2351
 EB2351                          STATION RECOVERY (1990)
 EB2351
 EB2351'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 EB2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2691 ***********************************************************************
 EB2691  DESIGNATION -  BEN
 EB2691  PID         -  EB2691
 EB2691  STATE/COUNTY-  NC/ROBESON
 EB2691  USGS QUAD   -  GADDYSVILLE (1962)
 EB2691
 EB2691                         *CURRENT SURVEY CONTROL
 EB2691  ___________________________________________________________________
 EB2691* NAD 83(2001)-  34 29 55.07201(N)    079 08 07.73425(W)     ADJUSTED  
 EB2691* NAVD 88     -        42.26   (+/-2cm)     138.6    (feet)  VERTCON   
 EB2691  ___________________________________________________________________
 EB2691  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 EB2691  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 EB2691  HORZ ORDER  -  SECOND
 EB2691  VERT ORDER  -  THIRD ? (See Below)
 EB2691
 EB2691.The horizontal coordinates were established by classical geodetic methods
 EB2691.and adjusted by the National Geodetic Survey in August 2005.
 EB2691
 EB2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2691.The vertical order pertains to the NGVD 29 superseded value.
 EB2691
 EB2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2691
 EB2691.The geoid height was determined by GEOID03.
 EB2691
 EB2691;                    North         East     Units Scale Factor Converg.
 EB2691;SPC NC       -    83,056.058   597,158.899   MT  0.99995832   -0 04 41.5
 EB2691;SPC NC       -   272,493.08  1,959,178.82   sFT  0.99995832   -0 04 41.5
 EB2691;SPC SC       -   297,122.705   780,813.409   MT  0.99989824   +1 02 01.3
 EB2691;SPC SC       -   974,812.02  2,561,723.78   iFT  0.99989824   +1 02 01.3
 EB2691;UTM  17      - 3,819,023.350   671,182.545   MT  0.99996120   +1 03 22.7
 EB2691
 EB2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2691!SPC NC       -   0.99999863  x   0.99995832  =   0.99995695
 EB2691!SPC SC       -   0.99999863  x   0.99989824  =   0.99989687
 EB2691!UTM  17      -   0.99999863  x   0.99996120  =   0.99995983
 EB2691
 EB2691:                Primary Azimuth Mark                     Grid Az
 EB2691:SPC NC       -  ASHLEY                                   232 16 13.1
 EB2691:SPC SC       -  ASHLEY                                   231 09 30.3
 EB2691:UTM  17      -  ASHLEY                                   231 08 08.9
 EB2691
 EB2691|---------------------------------------------------------------------|
 EB2691| PID    Reference Object                     Distance      Geod. Az  |
 EB2691|                                                           dddmmss.s |
 EB2691| EB2690 ASHLEY                              APPROX. 1.0 KM 2321131.6 |
 EB2691|---------------------------------------------------------------------|
 EB2691
 EB2691                          SUPERSEDED SURVEY CONTROL
 EB2691
 EB2691  NAD 83(1986)-  34 29 55.08030(N)    079 08 07.73655(W) AD(       ) 2
 EB2691  NAD 27      -  34 29 54.49318(N)    079 08 08.60677(W) AD(       ) 2
 EB2691  NGVD 29 (07/19/86)   42.56   (m)          139.6    (f) LEVELING    3  
 EB2691
 EB2691.Superseded values are not recommended for survey control.
 EB2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2691.See file dsdata.txt to determine how the superseded data were derived.
 EB2691
 EB2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7118319023(NAD 83)
 EB2691_MARKER: DE = TRAVERSE STATION DISK
 EB2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2691_STAMPING: BEN 1966
 EB2691_MARK LOGO: NCGS  
 EB2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2691+STABILITY: SURFACE MOTION
 EB2691
 EB2691  HISTORY     - Date     Condition        Report By
 EB2691  HISTORY     - 1966     MONUMENTED       NCGS
 EB2691  HISTORY     - 1971     POOR             USGS
 EB2691
 EB2691                          STATION DESCRIPTION
 EB2691
 EB2691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EB2691'BEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2691'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA.
 EB2691'
 EB2691'BEN IS 1.25 MILES WEST OF INTERSECTION OF NC 130 AND NC 41 AND
 EB2691'3.5 MILES NORTHEAST OF INTERSECTION OF NC 130 BYPASS AND NC
 EB2691'130.  TO REACH STATION PROCEED FROM INTERSECTION OF NC 41 AND
 EB2691'NC 130 IN FAIRMONT WEST ALONG NC 130 FOR 1.4 MILES TO THE
 EB2691'STATION ON THE RIGHT.
 EB2691'
 EB2691'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2691'BEN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2691'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2691'
 EB2691'MARK IS
 EB2691'
 EB2691'55.6 FT NNW OF PP 131 WITH ALUMINUM REF. TAG
 EB2691'
 EB2691'20.0 FT SSE OF PP 130 WITH ALUMINUM REF. TAG
 EB2691'
 EB2691'121.1 FT SW OF SW CORNER OF PAINTED FRAME HOUSE
 EB2691'
 EB2691'157.7 FT SW OF 40 INCH OAK IN YARD OF FRAME HOUSE, OAK HAS
 EB2691'ALUMINUM REF. TAG
 EB2691'
 EB2691'16.0 FT NNW OF C/L OF NC 130
 EB2691'
 EB2691'39.2 FT NNW OF 12 INCH CULVERT WEST END UNDER DRIVEWAY TO BRICK
 EB2691'HOUSE
 EB2691'
 EB2691'191.7 FT NNW OF NW CORNER OF BRICK HOUSE
 EB2691
 EB2691                          STATION RECOVERY (1971)
 EB2691
 EB2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EB2691'STATION WAS SEARCHED FOR AND FOUND DISTURBED.  THE TABLET HAS
 EB2691'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3525 ***********************************************************************
 EZ3525  DESIGNATION -  BEN
 EZ3525  PID         -  EZ3525
 EZ3525  STATE/COUNTY-  NC/LEE
 EZ3525  USGS QUAD   -  WHITE HILL (1974)
 EZ3525
 EZ3525                         *CURRENT SURVEY CONTROL
 EZ3525  ___________________________________________________________________
 EZ3525* NAD 83(2001)-  35 25 30.17810(N)    079 18 32.07109(W)     ADJUSTED  
 EZ3525* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 EZ3525  ___________________________________________________________________
 EZ3525  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EZ3525  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 EZ3525  HORZ ORDER  -  SECOND
 EZ3525
 EZ3525.The horizontal coordinates were established by classical geodetic methods
 EZ3525.and adjusted by the National Geodetic Survey in August 2005.
 EZ3525
 EZ3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3525
 EZ3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3525
 EZ3525.The geoid height was determined by GEOID03.
 EZ3525
 EZ3525;                    North         East     Units Scale Factor Converg.
 EZ3525;SPC NC       -   185,857.279   581,551.608   MT  0.99987715   -0 10 41.9
 EZ3525;SPC NC       -   609,766.76  1,907,973.90   sFT  0.99987715   -0 10 41.9
 EZ3525;UTM  17      - 3,921,494.531   653,520.033   MT  0.99989045   +0 58 49.5
 EZ3525
 EZ3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3525!SPC NC       -   0.99998621  x   0.99987715  =   0.99986336
 EZ3525!UTM  17      -   0.99998621  x   0.99989045  =   0.99987666
 EZ3525
 EZ3525:                Primary Azimuth Mark                     Grid Az
 EZ3525:SPC NC       -  GOV                                      347 58 42.0
 EZ3525:UTM  17      -  GOV                                      346 49 10.6
 EZ3525
 EZ3525|---------------------------------------------------------------------|
 EZ3525| PID    Reference Object                     Distance      Geod. Az  |
 EZ3525|                                                           dddmmss.s |
 EZ3525| EZ3526 GOV                                 APPROX. 0.5 KM 3474800.1 |
 EZ3525|---------------------------------------------------------------------|
 EZ3525
 EZ3525                          SUPERSEDED SURVEY CONTROL
 EZ3525
 EZ3525  NAD 83(1986)-  35 25 30.17792(N)    079 18 32.07478(W) AD(       ) 2
 EZ3525  NAD 27      -  35 25 29.62316(N)    079 18 32.97232(W) AD(       ) 2
 EZ3525  NGVD 29 (07/19/86)  119.5    (m)          392.     (f) VERT ANG    3  
 EZ3525
 EZ3525.Superseded values are not recommended for survey control.
 EZ3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3525.See file dsdata.txt to determine how the superseded data were derived.
 EZ3525
 EZ3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5352021495(NAD 83)
 EZ3525_MARKER: DE = TRAVERSE STATION DISK
 EZ3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3525_STAMPING: BEN 1977
 EZ3525_MARK LOGO: NCGS  
 EZ3525_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3525+STABILITY: SURFACE MOTION
 EZ3525
 EZ3525  HISTORY     - Date     Condition        Report By
 EZ3525  HISTORY     - 1977     MONUMENTED       NCGS
 EZ3525
 EZ3525                          STATION DESCRIPTION
 EZ3525
 EZ3525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ3525'THE STATION IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ3525'APPROXIMATELY 3.5 MILES NORTH-NORTHWEST OF WHITE HILL AND 8.8 MILES
 EZ3525'WEST-SOUTHWEST OF SANFORD, NORTH CAROLINA.
 EZ3525'
 EZ3525'TO REACH THE STATION FROM THE INTERSECTION OF SR 1007 WITH US 15-US501
 EZ3525'AT WHITE HILL, PROCEED NORTHERLY ALONG SR 1007 FOR 3.4 MILES TO
 EZ3525'STATION ON THE LEFT, DIRECTLY ACROSS HIGHWAY FROM THE SOUTH DRIVEWAY
 EZ3525'LEADING NORTH TO BEN GOINS SMALL WHITE FRAME HOUSE, AND 0.25 MILES
 EZ3525'SOUTH OF THE T INTERSECTION WITH SR 1314 (EAST).
 EZ3525'
 EZ3525'THE STATION MARK IS A STANDARD BRASS DISK, STAMPED---BEN 1977---, SET
 EZ3525'IN THE TOP OF A CONCRETE CYLINDER PROJECTING 1 INCH ABOVE THE GROUND.
 EZ3525'THE MARK IS 28.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1007,
 EZ3525'46.7 FEET WEST-SOUTHWEST OF THE NORTH END OF CULVERT, 4.9 FEET EAST-
 EZ3525'NORTHEAST OF 12 INCH PINE WITH ALUMINUM TAG, 25.9 FEET SOUTHEAST OF 8
 EZ3525'INCH PINE WITH ALUMINUM TAG, 95.5 FEET SOUTH-SOUTHWEST OF TELEPHONE
 EZ3525'PEDESTAL, AND 57.8 FEET WEST OF 12 INCH PINE WITH ALUMINUM TAG ACROSS
 EZ3525'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2785 ***********************************************************************
 EY2785  DESIGNATION -  BEN
 EY2785  PID         -  EY2785
 EY2785  STATE/COUNTY-  NC/LENOIR
 EY2785  USGS QUAD   -  LA GRANGE (1983)
 EY2785
 EY2785                         *CURRENT SURVEY CONTROL
 EY2785  ___________________________________________________________________
 EY2785* NAD 83(2001)-  35 16 55.41678(N)    077 45 08.65531(W)     ADJUSTED  
 EY2785* NAVD 88     -        31.563  (meters)     103.55   (feet)  ADJUSTED  
 EY2785  ___________________________________________________________________
 EY2785  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 EY2785  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EY2785  DYNAMIC HT  -          31.535 (meters)     103.46  (feet)  COMP
 EY2785  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 EY2785
 EY2785  HORZ ORDER  -  SECOND
 EY2785  VERT ORDER  -  SECOND    CLASS I
 EY2785
 EY2785.The horizontal coordinates were established by classical geodetic methods
 EY2785.and adjusted by the National Geodetic Survey in August 2005.
 EY2785
 EY2785.The orthometric height was determined by differential leveling
 EY2785.and adjusted in January 2000.
 EY2785.No vertical observational check was made to the station.
 EY2785
 EY2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2785
 EY2785.The geoid height was determined by GEOID03.
 EY2785
 EY2785.The dynamic height is computed by dividing the NAVD 88
 EY2785.geopotential number by the normal gravity value computed on the
 EY2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2785.degrees latitude (g = 980.6199 gals.).
 EY2785
 EY2785.The modeled gravity was interpolated from observed gravity values.
 EY2785
 EY2785;                    North         East     Units Scale Factor Converg.
 EY2785;SPC NC       -   170,664.498   723,082.320   MT  0.99987273   +0 43 12.3
 EY2785;SPC NC       -   559,921.77  2,372,312.58   sFT  0.99987273   +0 43 12.3
 EY2785;UTM  18      - 3,907,797.727   249,671.167   MT  1.00037234   -1 35 26.2
 EY2785
 EY2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2785!SPC NC       -   1.00000065  x   0.99987273  =   0.99987338
 EY2785!UTM  18      -   1.00000065  x   1.00037234  =   1.00037299
 EY2785
 EY2785:                Primary Azimuth Mark                     Grid Az
 EY2785:SPC NC       -  POTTER                                   140 27 37.2
 EY2785:UTM  18      -  POTTER                                   142 46 15.7
 EY2785
 EY2785|---------------------------------------------------------------------|
 EY2785| PID    Reference Object                     Distance      Geod. Az  |
 EY2785|                                                           dddmmss.s |
 EY2785| AH2719 POTTER                              435.819 METERS 1411049.5 |
 EY2785| EY2787 APPERSON                            APPROX. 1.3 KM 3145558.7 |
 EY2785| EY2786 LA AMOCO                            APPROX. 0.6 KM 3152733.0 |
 EY2785| AH2727 LA GRANGE SE MUNICIPAL TANK         APPROX. 0.7 KM 3472434.7 |
 EY2785|---------------------------------------------------------------------|
 EY2785
 EY2785                          SUPERSEDED SURVEY CONTROL
 EY2785
 EY2785  NAD 83(1986)-  35 16 55.42341(N)    077 45 08.66738(W) AD(       ) 2
 EY2785  NAD 27      -  35 16 54.83729(N)    077 45 09.75252(W) AD(       ) 2
 EY2785  NAVD 88 (09/16/98)   31.56   (m)          103.5    (f) LEVELING    3  
 EY2785  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG    3  
 EY2785
 EY2785.Superseded values are not recommended for survey control.
 EY2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2785.See file dsdata.txt to determine how the superseded data were derived.
 EY2785
 EY2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4967107798(NAD 83)
 EY2785_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2785_STAMPING: BEN 1976
 EY2785_MARK LOGO: NCGS  
 EY2785_PROJECTION: FLUSH
 EY2785_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2785+STABILITY: SURFACE MOTION
 EY2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2785+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 EY2785
 EY2785  HISTORY     - Date     Condition        Report By
 EY2785  HISTORY     - 1976     MONUMENTED       NCGS
 EY2785  HISTORY     - 19901210 GOOD             NCGS
 EY2785  HISTORY     - 19910320 GOOD             USPSQD
 EY2785  HISTORY     - 20050303 GOOD             USPSQD
 EY2785  HISTORY     - 20050510 GOOD             USPSQD
 EY2785
 EY2785                          STATION DESCRIPTION
 EY2785
 EY2785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2785'BEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EY2785'APPROXIMATELY 2.7 MILES SOUTHEAST OF LA GRANGE, NORTH CAROLINA.  TO
 EY2785'REACH STATION FROM THE U.S. 70 UNDERPASS OF NC 903, PROCEED
 EY2785'EASTERLY ALONG U.S. 70 FOR 2.15 MILES TO STATION ON LEFT IN
 EY2785'SHOULDER AT INTERSECTION WITH SR 1520 AND IN FRONT OF A SMALL
 EY2785'HOUSE.
 EY2785'
 EY2785'STATION MARK IS A STANDARD BRASS DISK, STAMPED BEN 1976, SET IN
 EY2785'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6 INCHES
 EY2785'BELOW THE SURFACE OF THE GROUND.
 EY2785'
 EY2785'MARK IS 23.5 FT NE OF C/L WEST BOUND LANE U.S. 70
 EY2785'
 EY2785'32.9 FT NW OF C/L SR 1520
 EY2785'
 EY2785'6.5 FT SW OF A 28 INCH CHINA BERRY WITH ALUMINUM REF. TAG
 EY2785'
 EY2785'115.8 FT S OF A PP WITH ALUMINUM REF. TAG
 EY2785'
 EY2785'85.6 FT NW OF A PP WITH ALUMINUM REF. TAG
 EY2785'
 EY2785'34.0 FT S OF CENTER OF BOTTOM STEP OF HOUSE
 EY2785
 EY2785                          STATION RECOVERY (1990)
 EY2785
 EY2785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY2785'RECOVERED AS DESCRIBED. THE WOOD FRAME HOUSE AND CHINA BERRY TREE HAVE
 EY2785'BEEN REMOVED. THE MARK IS 26.5 FT (8.1 M) NORTHWEST OF THE CENTERLINE
 EY2785'OF SR 1520.
 EY2785
 EY2785                          STATION RECOVERY (1991)
 EY2785
 EY2785'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2785'RECOVERED IN GOOD CONDITION.
 EY2785
 EY2785                          STATION RECOVERY (2005)
 EY2785
 EY2785'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2785'HOUSE GONE AND REPLACED BY EXECUTIVE HOMES (TRAILER HOMES).
 EY2785
 EY2785                          STATION RECOVERY (2005)
 EY2785
 EY2785'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EY2785'N 35 16.924
 EY2785'W 077 45.144
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5070 ***********************************************************************
 AH5070  DESIGNATION -  BEN
 AH5070  PID         -  AH5070
 AH5070  STATE/COUNTY-  NC/SAMPSON
 AH5070  USGS QUAD   -  BEARSKIN (1986)
 AH5070
 AH5070                         *CURRENT SURVEY CONTROL
 AH5070  ___________________________________________________________________
 AH5070* NAD 83(2001)-  35 03 52.02681(N)    078 22 59.97107(W)     ADJUSTED  
 AH5070* NAVD 88     -        48.5    (meters)     159.     (feet)  VERT ANG  
 AH5070  ___________________________________________________________________
 AH5070  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AH5070  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AH5070  HORZ ORDER  -  SECOND
 AH5070
 AH5070.The horizontal coordinates were established by classical geodetic methods
 AH5070.and adjusted by the National Geodetic Survey in August 2005.
 AH5070
 AH5070.The orthometric height was determined by vertical angle observations.
 AH5070
 AH5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5070
 AH5070.The geoid height was determined by GEOID03.
 AH5070
 AH5070;                    North         East     Units Scale Factor Converg.
 AH5070;SPC NC       -   145,986.842   665,844.918   MT  0.99987791   +0 21 21.3
 AH5070;SPC NC       -   478,958.50  2,184,526.20   sFT  0.99987791   +0 21 21.3
 AH5070;UTM  17      - 3,883,322.162   738,616.944   MT  1.00030178   +1 30 14.3
 AH5070
 AH5070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5070!SPC NC       -   0.99999779  x   0.99987791  =   0.99987570
 AH5070!UTM  17      -   0.99999779  x   1.00030178  =   1.00029957
 AH5070
 AH5070                          SUPERSEDED SURVEY CONTROL
 AH5070
 AH5070  NAD 83(1986)-  35 03 52.03343(N)    078 22 59.97939(W) AD(       ) 2
 AH5070
 AH5070.Superseded values are not recommended for survey control.
 AH5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5070.See file dsdata.txt to determine how the superseded data were derived.
 AH5070
 AH5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3861783322(NAD 83)
 AH5070_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5070_STAMPING: BEN 1986
 AH5070_MARK LOGO: NCGS  
 AH5070_PROJECTION: FLUSH
 AH5070_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5070+STABILITY: SURFACE MOTION
 AH5070
 AH5070  HISTORY     - Date     Condition        Report By
 AH5070  HISTORY     - 1986     MONUMENTED       NCGS
 AH5070
 AH5070                          STATION DESCRIPTION
 AH5070
 AH5070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5070'STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHWEST OF CLINTON. ALONG
 AH5070'US 421 FOR 7.4 KM (4.60 MI) NORTHWEST FROM THE FAIRCLOTH FREEWAY
 AH5070'OVERPASS, OR 0.5 KM (0.30 MI) SOUTHEAST OF SR 1832, AT A DIRT DRIVEWAY
 AH5070'TO A FRAME HOUSE. MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL
 AH5070'WITH HIGHWAY. LOCATED 8.2 M (26.9 FT) WEST OF THE CENTERLINE OF THE
 AH5070'HIGHWAY, 4.6 M (15.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 25.2 M
 AH5070'(82.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 24.1 M (79.1
 AH5070'FT) SOUTH OF THE SOUTH END OF THE WEST HEADWALL, AND 23.1 M (75.8 FT)
 AH5070'NORTH OF A CLOTHES LINE POLE WITH A REFERENCE TAG. OWEN GROVE BAPTIST
 AH5070'CROSS IS VISIBLE AND THE GRID AZIMUTH IS--237-44-16.26--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7910 ***********************************************************************
 DG7910  DESIGNATION -  BEN CRAIG
 DG7910  PID         -  DG7910
 DG7910  STATE/COUNTY-  NC/MECKLENBURG
 DG7910  USGS QUAD   -  DERITA (1993)
 DG7910
 DG7910                         *CURRENT SURVEY CONTROL
 DG7910  ___________________________________________________________________
 DG7910* NAD 83(2007)-  35 19 18.85753(N)    080 46 29.04854(W)     ADJUSTED  
 DG7910* NAVD 88     -       212.4    (meters)     697.     (feet)  GPS OBS   
 DG7910  ___________________________________________________________________
 DG7910  EPOCH DATE  -        2002.00
 DG7910  X           -     835,250.100 (meters)                     COMP
 DG7910  Y           -  -5,142,620.894 (meters)                     COMP
 DG7910  Z           -   3,667,168.950 (meters)                     COMP
 DG7910  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DG7910  ELLIP HEIGHT-         181.863 (meters)          (02/10/07) ADJUSTED
 DG7910  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DG7910
 DG7910  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7910  Type    PID    Designation                      North   East  Ellip
 DG7910  -------------------------------------------------------------------
 DG7910  NETWORK DG7910 BEN CRAIG                         0.71   0.55   1.18
 DG7910  -------------------------------------------------------------------
 DG7910
 DG7910.The horizontal coordinates were established by GPS observations
 DG7910.and adjusted by the National Geodetic Survey in February 2007.
 DG7910
 DG7910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7910.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7910.The horizontal coordinates are valid at the epoch date displayed above.
 DG7910.The epoch date for horizontal control is a decimal equivalence
 DG7910.of Year/Month/Day.
 DG7910
 DG7910.The orthometric height was determined by GPS observations and a
 DG7910.high-resolution geoid model.
 DG7910
 DG7910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7910
 DG7910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7910
 DG7910.The ellipsoidal height was determined by GPS observations
 DG7910.and is referenced to NAD 83.
 DG7910
 DG7910.The geoid height was determined by GEOID03.
 DG7910
 DG7910;                    North         East     Units Scale Factor Converg.
 DG7910;SPC NC       -   175,813.739   448,254.924   MT  0.99987334   -1 01 27.6
 DG7910;SPC NC       -   576,815.58  1,470,649.70   sFT  0.99987334   -1 01 27.6
 DG7910;UTM  17      - 3,908,765.312   520,474.931   MT  0.99960517   +0 07 48.9
 DG7910
 DG7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7910!SPC NC       -   0.99997146  x   0.99987334  =   0.99984480
 DG7910!UTM  17      -   0.99997146  x   0.99960517  =   0.99957664
 DG7910
 DG7910:                Primary Azimuth Mark                     Grid Az
 DG7910:SPC NC       -  IBM                                      188 05 03.8
 DG7910:UTM  17      -  IBM                                      186 55 47.3
 DG7910
 DG7910|---------------------------------------------------------------------|
 DG7910| PID    Reference Object                     Distance      Geod. Az  |
 DG7910|                                                           dddmmss.s |
 DG7910| AC7816 IBM                                 APPROX. 0.6 KM 1870336.2 |
 DG7910|---------------------------------------------------------------------|
 DG7910
 DG7910                          SUPERSEDED SURVEY CONTROL
 DG7910
 DG7910  NAD 83(1986)-  35 19 18.87381(N)    080 46 29.05764(W) AD(       ) 1
 DG7910  NAD 83(2001)-  35 19 18.85757(N)    080 46 29.04866(W) AD(       ) 1
 DG7910  ELLIP H (11/01/04)  181.865  (m)                       GP(       ) 4 2
 DG7910
 DG7910.Superseded values are not recommended for survey control.
 DG7910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7910.See file dsdata.txt to determine how the superseded data were derived.
 DG7910
 DG7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2047508765(NAD 83)
 DG7910_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7910_STAMPING: BEN CRAIG 2001
 DG7910_MARK LOGO: NCGS  
 DG7910_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7910+STABILITY: SURFACE MOTION
 DG7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7910+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DG7910
 DG7910  HISTORY     - Date     Condition        Report By
 DG7910  HISTORY     - 2001     MONUMENTED       NCGS
 DG7910  HISTORY     - 20060907 GOOD             USPSQD
 DG7910
 DG7910                          STATION DESCRIPTION
 DG7910
 DG7910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG7910'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF CHARLOTTE
 DG7910'AND 7.5 MI (12.1 KM) WEST OF HARRISBURG. PROCEED ALONG HARRIS
 DG7910'BOULEVARD FOR 1.2 MI (1.9 KM) WEST FROM I-85 (EXIT 45), THENCE NORTH
 DG7910'FOR 0.30 MI (0.48 KM) ALONG MALLARD CREEK ROAD, ON THE EAST SIDE OF
 DG7910'THE ROAD. MARK IS ABOUT LEVEL WITH MALLARD CREEK ROAD AND IS RECESSED
 DG7910'2-INCHES BELOW GROUND.  LOCATED 18.5 FT (5.6 M) SOUTHEAST OF THE
 DG7910'NORTHBOUND LANES OF MALLARD CREEK ROAD, 63.5 FT (19.4 M) SOUTHWEST OF
 DG7910'THE CENTERLINE OF THE EASTBOUND LANES OF BEN CRAIG DRIVE, 12.7 FT (3.9
 DG7910'M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A WATER VAULT, 28.0 FT
 DG7910'(8.5 M) NORTHWEST OF THE CENTER OF THE FLARED END SECTION OF A
 DG7910'CULVERT, AND 50.0 FT (15.2 M) SOUTHWEST OF A TELEPHONE PEDESTAL.
 DG7910
 DG7910                          STATION RECOVERY (2006)
 DG7910
 DG7910'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4661 ***********************************************************************
 EZ4661  DESIGNATION -  BEN RAL
 EZ4661  PID         -  EZ4661
 EZ4661  STATE/COUNTY-  NC/JOHNSTON
 EZ4661  USGS QUAD   -  BENSON (1973)
 EZ4661
 EZ4661                         *CURRENT SURVEY CONTROL
 EZ4661  ___________________________________________________________________
 EZ4661* NAD 83(2001)-  35 23 12.74761(N)    078 33 26.87402(W)     ADJUSTED  
 EZ4661* NAVD 88     -        80.81   (meters)     265.1    (feet)  LEVELING  
 EZ4661  ___________________________________________________________________
 EZ4661  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EZ4661  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EZ4661  HORZ ORDER  -  SECOND
 EZ4661  VERT ORDER  -  THIRD ?
 EZ4661
 EZ4661.The horizontal coordinates were established by classical geodetic methods
 EZ4661.and adjusted by the National Geodetic Survey in August 2005.
 EZ4661
 EZ4661.The orthometric height was determined by differential leveling.
 EZ4661.The vertical network tie was performed by a horz. field party for horz.
 EZ4661.obs reductions. Reset procedures were used to establish the elevation.
 EZ4661
 EZ4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4661
 EZ4661.The geoid height was determined by GEOID03.
 EZ4661
 EZ4661;                    North         East     Units Scale Factor Converg.
 EZ4661;SPC NC       -   181,668.313   649,803.222   MT  0.99987536   +0 15 19.5
 EZ4661;SPC NC       -   596,023.46  2,131,896.07   sFT  0.99987536   +0 15 19.5
 EZ4661;UTM  17      - 3,918,686.749   721,853.541   MT  1.00020659   +1 24 54.1
 EZ4661
 EZ4661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4661!SPC NC       -   0.99999262  x   0.99987536  =   0.99986798
 EZ4661!UTM  17      -   0.99999262  x   1.00020659  =   1.00019920
 EZ4661
 EZ4661:                Primary Azimuth Mark                     Grid Az
 EZ4661:SPC NC       -  LAMB                                     123 42 00.5
 EZ4661:UTM  17      -  LAMB                                     122 32 25.9
 EZ4661
 EZ4661|---------------------------------------------------------------------|
 EZ4661| PID    Reference Object                     Distance      Geod. Az  |
 EZ4661|                                                           dddmmss.s |
 EZ4661| EZ4652 LAMB                                441.454 METERS 1235720.0 |
 EZ4661| EZ4647 BENSON                               38.137 METERS 30128     |
 EZ4661|---------------------------------------------------------------------|
 EZ4661
 EZ4661                          SUPERSEDED SURVEY CONTROL
 EZ4661
 EZ4661  NAD 83(1986)-  35 23 12.75257(N)    078 33 26.88331(W) AD(       ) 2
 EZ4661  NAD 27      -  35 23 12.17033(N)    078 33 27.84211(W) AD(       ) 2
 EZ4661  NGVD 29 (07/19/86)   81.08   (m)          266.0    (f) LEVELING    3  
 EZ4661
 EZ4661.Superseded values are not recommended for survey control.
 EZ4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4661.See file dsdata.txt to determine how the superseded data were derived.
 EZ4661
 EZ4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2185418687(NAD 83)
 EZ4661_MARKER: DE = TRAVERSE STATION DISK
 EZ4661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4661_STAMPING: BEN RAL 1972
 EZ4661_MARK LOGO: NCGS  
 EZ4661_PROJECTION: FLUSH
 EZ4661_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4661+STABILITY: SURFACE MOTION
 EZ4661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4661+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 EZ4661
 EZ4661  HISTORY     - Date     Condition        Report By
 EZ4661  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4661  HISTORY     - 1987     GOOD             USPSQD
 EZ4661  HISTORY     - 19920401 GOOD             NCGS
 EZ4661
 EZ4661                          STATION DESCRIPTION
 EZ4661
 EZ4661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4661'BEN-RAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4661'THE VICINITY OF BENSON, NORTH CAROLINA.
 EZ4661'
 EZ4661'BEN-RAL IS LOCATED AT THE NORTHWEST EDGE OF BENSON AND 6.6 MILES ESE
 EZ4661'OF COATS.  STATION IS AT THE INTERSECTION OF NC 50 AND NC 27 IN
 EZ4661'BENSON, IN SOUTH END OF WESTERNMOST ISLAND ON NORTH SIDE OF NC 27,
 EZ4661'APPROXIMATELY 100 FEET EAST OF INTERSECTION OF NC 27 WITH PINE
 EZ4661'ST.(S) AND 85 FEET NORTH OF BRICK RESIDENCE ON SOUTH SIDE OF NC 27.
 EZ4661'
 EZ4661'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4661'BEN-RAL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4661'WHICH IS 2 INCHES ABOVE THE GROUND.
 EZ4661'
 EZ4661'MARK IS--24.3 FEET N OF C/L OF NC 27.
 EZ4661'10.4 FEET E OF PROJECTION OF C/L OF NC 50 FROM NORTH.
 EZ4661'73.3 FEET SSE OF SW CORNER OF W HEADWALL OF CONCRETE CULVERT UNDER
 EZ4661'NC 50.
 EZ4661'41.6 FEET WNW OF CENTER OF CATCH BASIN IN EASTERNMOST ISLAND.
 EZ4661'10.9 FEET SW OF TP WITH ALUMINUM REF. TAG.
 EZ4661'125.1 FEET SE OF USC AND GS STATION BENSON 1949.
 EZ4661
 EZ4661                          STATION RECOVERY (1987)
 EZ4661
 EZ4661'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4661'RECOVERED IN GOOD CONDITION.
 EZ4661
 EZ4661                          STATION RECOVERY (1992)
 EZ4661
 EZ4661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ4661'STATION IS LOCATED IN WEST BENSON, IN THE SOUTH END OF THE CENTERLINE
 EZ4661'TRAFFIC ISLAND OF NC 50 AT THE JUNCTION WITH NC 27 (WEST MAIN STREET)
 EZ4661'. MARK IS FLUSH WITH GROUND AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED
 EZ4661'7.3 M (24.0 FT) NORTHEAST OF THE CENTERLINE OF WEST MAIN STREET AND
 EZ4661'2.5 FEET (0.8 M) FROM THE ASPHALT CURB, 3.17 M (10.40 FT) EAST OF THE
 EZ4661'PROJECTION OF THE CENTERLINE OF NC 50 NORTH, 12.74 M (41.80 FT) WEST
 EZ4661'OF THE CENTER OF A CATCH BASIN IN THE EAST-MOST TRAFFIC ISLAND, 22.34
 EZ4661'M (73.29 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE WEST
 EZ4661'CONCRETE HEADWALL UNDER NC 50, AND 3.3 M (10.8 FT) SOUTH OF A WOODEN
 EZ4661'TRAFFIC LIGHT SUPPORT POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3509 ***********************************************************************
 FY3509  DESIGNATION -  BENAJA
 FY3509  PID         -  FY3509
 FY3509  STATE/COUNTY-  NC/GUILFORD
 FY3509  USGS QUAD   -  BROWNS SUMMIT (1994)
 FY3509
 FY3509                         *CURRENT SURVEY CONTROL
 FY3509  ___________________________________________________________________
 FY3509* NAD 83(2001)-  36 13 33.46629(N)    079 40 44.80628(W)     ADJUSTED  
 FY3509* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 FY3509  ___________________________________________________________________
 FY3509  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 FY3509  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FY3509  HORZ ORDER  -  SECOND
 FY3509
 FY3509.The horizontal coordinates were established by classical geodetic methods
 FY3509.and adjusted by the National Geodetic Survey in August 2005.
 FY3509
 FY3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3509
 FY3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3509
 FY3509.The geoid height was determined by GEOID03.
 FY3509
 FY3509;                    North         East     Units Scale Factor Converg.
 FY3509;SPC NC       -   274,882.299   548,544.488   MT  1.00001709   -0 23 31.1
 FY3509;SPC NC       -   901,843.01  1,799,683.04   sFT  1.00001709   -0 23 31.1
 FY3509;UTM  17      - 4,009,820.263   618,711.075   MT  0.99977363   +0 46 50.5
 FY3509
 FY3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3509!SPC NC       -   0.99996527  x   1.00001709  =   0.99998236
 FY3509!UTM  17      -   0.99996527  x   0.99977363  =   0.99973891
 FY3509
 FY3509:                Primary Azimuth Mark                     Grid Az
 FY3509:SPC NC       -  DELO                                     210 53 08.0
 FY3509:UTM  17      -  DELO                                     209 42 46.4
 FY3509
 FY3509|---------------------------------------------------------------------|
 FY3509| PID    Reference Object                     Distance      Geod. Az  |
 FY3509|                                                           dddmmss.s |
 FY3509| FY3516 DELO                                APPROX. 1.7 KM 2102936.9 |
 FY3509|---------------------------------------------------------------------|
 FY3509
 FY3509                          SUPERSEDED SURVEY CONTROL
 FY3509
 FY3509  NAD 83(1993)-  36 13 33.47121(N)    079 40 44.81419(W) AD(       ) 2
 FY3509  NAD 83(1986)-  36 13 33.46992(N)    079 40 44.81284(W) AD(       ) 2
 FY3509  NAD 83(1986)-  36 13 33.47186(N)    079 40 44.81062(W) AD(       ) 2
 FY3509  NAD 27      -  36 13 32.99740(N)    079 40 45.71312(W) AD(       ) 2
 FY3509  NGVD 29 (07/19/86)  252.8    (m)          829.     (f) VERT ANG    3  
 FY3509
 FY3509.Superseded values are not recommended for survey control.
 FY3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3509.See file dsdata.txt to determine how the superseded data were derived.
 FY3509
 FY3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1871109820(NAD 83)
 FY3509_MARKER: DE = TRAVERSE STATION DISK
 FY3509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3509_STAMPING: BENAJA 1968
 FY3509_MARK LOGO: NCGS  
 FY3509_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3509+STABILITY: SURFACE MOTION
 FY3509
 FY3509  HISTORY     - Date     Condition        Report By
 FY3509  HISTORY     - 1968     MONUMENTED       NCGS
 FY3509  HISTORY     - 1980     GOOD             NCGS
 FY3509  HISTORY     - 19950909 GOOD             USPSQD
 FY3509  HISTORY     - 20040713 MARK NOT FOUND   USPSQD
 FY3509
 FY3509                          STATION DESCRIPTION
 FY3509
 FY3509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3509'BENAJA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3509'THE VICINITY OF OSCEOLA, NORTH CAROLINA.
 FY3509'
 FY3509'BENAJA IS LOCATED APPROXIMATELY 12.0 MILES NORTHEAST OF
 FY3509'GREENSBORO.  TO REACH STATION PROCEED FROM THE INTERSETION OF NC
 FY3509'150 AND U.S. 29, GO NORTH ON U.S. 29 FOR 1.0 MILE TO BENAJA ROAD
 FY3509'(SR 2510) AND STATION.  WHICH IS AT SOUTHEAST CORNER OF BENAJA
 FY3509'ROAD BRIDGE OVER U.S. 29.
 FY3509'
 FY3509'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3509'BENAJA 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3509'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3509'
 FY3509'MARK IS
 FY3509'
 FY3509'18.0 FT ENE OF C/L OF S END OF BENAJA RD. BRIDGE
 FY3509'
 FY3509'3.1 FT SE OF SE END OF CONCRETE BRIDGE GUARD RAIL
 FY3509'
 FY3509'23.4 FT NNE OF 4X4 POST WITH REFLECTOR ON E SIDE OF BENAJA RD.,
 FY3509'AND WITH ALUMINUM REF. TAG
 FY3509'
 FY3509'37.7 FT NE OF 4X4 POST WITH REFLECTOR ON W SIDE OF BENAJA RD.,
 FY3509'AND WITH ALUMINUM REF. TAG
 FY3509'
 FY3509'84.3 FT NE OF PP C-5 ON W SIDE OF BENAJA RD., AND WITH ALUMINUM
 FY3509'REF. TAG
 FY3509'
 FY3509'78.2 FT NE OF CONCRETE HIGHWAY R/W MARKER ON W SIDE OF BENAJA RD.
 FY3509
 FY3509                          STATION RECOVERY (1980)
 FY3509
 FY3509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FY3509'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 FY3509'EXCEPT FOR THE FOLLOWING CORRECTIONS -- 16.7 FEET SOUTHEAST OF THE
 FY3509'CENTERLINE OF SR 2510 AND 23.0 FEET NORTH-NORTHWEST OF A REFLECTOR
 FY3509'POST WITH A REFERENCE TAG.
 FY3509
 FY3509                          STATION RECOVERY (1995)
 FY3509
 FY3509'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY3509'RECOVERED IN GOOD CONDITION.
 FY3509
 FY3509                          STATION RECOVERY (2004)
 FY3509
 FY3509'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY3509'US 29 HAS BEEN COMPETELY REBUILT IN THIS AREA
 FY3509'NEW BRIDGE HAS BEEN BUILT ACROSS US29
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9070 ***********************************************************************
 AF9070  DESIGNATION -  BENCH
 AF9070  PID         -  AF9070
 AF9070  STATE/COUNTY-  NC/HYDE
 AF9070  USGS QUAD   -  SWANQUARTER (1974)
 AF9070
 AF9070                         *CURRENT SURVEY CONTROL
 AF9070  ___________________________________________________________________
 AF9070* NAD 83(2001)-  35 25 54.59535(N)    076 17 58.86176(W)     ADJUSTED  
 AF9070* NAVD 88     -         1.11   (meters)       3.6    (feet)  LEVELING  
 AF9070  ___________________________________________________________________
 AF9070  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 AF9070  GEOID HEIGHT-         -37.95  (meters)                     GEOID03
 AF9070  HORZ ORDER  -  SECOND
 AF9070  VERT ORDER  -  THIRD ?
 AF9070
 AF9070.The horizontal coordinates were established by classical geodetic methods
 AF9070.and adjusted by the National Geodetic Survey in August 2005.
 AF9070
 AF9070.The orthometric height was determined by differential leveling.
 AF9070.The vertical network tie was performed by a horz. field party for horz.
 AF9070.obs reductions. Reset procedures were used to establish the elevation.
 AF9070
 AF9070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9070
 AF9070.The geoid height was determined by GEOID03.
 AF9070
 AF9070;                    North         East     Units Scale Factor Converg.
 AF9070;SPC NC       -   189,900.440   854,745.812   MT  0.99987751   +1 33 30.8
 AF9070;SPC NC       -   623,031.69  2,804,278.55   sFT  0.99987751   +1 33 30.8
 AF9070;UTM  18      - 3,921,709.103   382,024.796   MT  0.99977152   -0 45 12.8
 AF9070
 AF9070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9070!SPC NC       -   1.00000578  x   0.99987751  =   0.99988329
 AF9070!UTM  18      -   1.00000578  x   0.99977152  =   0.99977730
 AF9070
 AF9070                          SUPERSEDED SURVEY CONTROL
 AF9070
 AF9070  NAD 83(1986)-  35 25 54.60481(N)    076 17 58.87210(W) AD(       ) 2
 AF9070
 AF9070.Superseded values are not recommended for survey control.
 AF9070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9070.See file dsdata.txt to determine how the superseded data were derived.
 AF9070
 AF9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8202521709(NAD 83)
 AF9070_MARKER: DE = TRAVERSE STATION DISK
 AF9070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9070_STAMPING: BENCH 1982
 AF9070_MARK LOGO: NCGS  
 AF9070_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9070+STABILITY: SURFACE MOTION
 AF9070
 AF9070  HISTORY     - Date     Condition        Report By
 AF9070  HISTORY     - 1982     MONUMENTED       NCGS
 AF9070
 AF9070                          STATION DESCRIPTION
 AF9070
 AF9070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9070'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF SWANQUARTER AND
 AF9070'28.7 KM (17.85 MI) WEST-SOUTHWEST OF ENGLEHARD. ALONG US 264 FOR 1.5
 AF9070'KM (0.95 MI) EAST FROM SR 1129 (NORTHEAST OF SWANQUARTER), IN THE
 AF9070'SOUTH SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 5.5 M
 AF9070'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY--AND 4.5 M (14.8
 AF9070'FT) NORTHWEST OF A POWER POLE AND A TELEPHONE POLE (2028), 40.2 M
 AF9070'(131.9 FT) SOUTHWEST OF A 10-INCH MAPLE, AND 52.1 M (170.9 FT)
 AF9070'NORTHEAST OF A TELEPHONE POLE (2027)--ALL THREE WITH REFERENCE TAGS.
 AF9070'ELEVATION ESTABLISHED BY LEVEL TRANSFER IS 0.121 METERS (0.397 FT)
 AF9070'ABOVE BENCH MARK--L 246--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2760 ***********************************************************************
 FX2760  DESIGNATION -  BENCH NCGS
 FX2760  PID         -  FX2760
 FX2760  STATE/COUNTY-  NC/HERTFORD
 FX2760  USGS QUAD   -  AHOSKIE (1982)
 FX2760
 FX2760                         *CURRENT SURVEY CONTROL
 FX2760  ___________________________________________________________________
 FX2760* NAD 83(2001)-  36 19 25.59623(N)    076 58 58.70944(W)     ADJUSTED  
 FX2760* NAVD 88     -        14.496  (meters)      47.56   (feet)  ADJUSTED  
 FX2760  ___________________________________________________________________
 FX2760  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 FX2760  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 FX2760  DYNAMIC HT  -          14.485 (meters)      47.52  (feet)  COMP
 FX2760  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 FX2760
 FX2760  HORZ ORDER  -  SECOND
 FX2760  VERT ORDER  -  SECOND    CLASS II
 FX2760
 FX2760.The horizontal coordinates were established by classical geodetic methods
 FX2760.and adjusted by the National Geodetic Survey in August 2005.
 FX2760
 FX2760.The orthometric height was determined by differential leveling
 FX2760.and adjusted in June 1991.
 FX2760
 FX2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2760
 FX2760.The geoid height was determined by GEOID03.
 FX2760
 FX2760.The dynamic height is computed by dividing the NAVD 88
 FX2760.geopotential number by the normal gravity value computed on the
 FX2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2760.degrees latitude (g = 980.6199 gals.).
 FX2760
 FX2760.The modeled gravity was interpolated from observed gravity values.
 FX2760
 FX2760;                    North         East     Units Scale Factor Converg.
 FX2760;SPC NC       -   287,367.662   790,713.517   MT  1.00004764   +1 09 51.0
 FX2760;SPC NC       -   942,805.40  2,594,199.26   sFT  1.00004764   +1 09 51.0
 FX2760;UTM  18      - 4,021,685.973   322,001.901   MT  0.99999038   -1 10 29.7
 FX2760
 FX2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2760!SPC NC       -   1.00000328  x   1.00004764  =   1.00005092
 FX2760!UTM  18      -   1.00000328  x   0.99999038  =   0.99999366
 FX2760
 FX2760                          SUPERSEDED SURVEY CONTROL
 FX2760
 FX2760  NAD 83(1993)-  36 19 25.60190(N)    076 58 58.71303(W) AD(       ) 2
 FX2760  NAD 83(1986)-  36 19 25.60681(N)    076 58 58.72418(W) AD(       ) 2
 FX2760  NGVD 29 (01/18/91)   14.85   (m)           48.7    (f) LEVELING    3  
 FX2760
 FX2760.Superseded values are not recommended for survey control.
 FX2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2760.See file dsdata.txt to determine how the superseded data were derived.
 FX2760
 FX2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2200221686(NAD 83)
 FX2760_MARKER: DE = TRAVERSE STATION DISK
 FX2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2760_SP_SET: CONCRETE POST
 FX2760_STAMPING: BENCH 1980
 FX2760_MARK LOGO: NCGS  
 FX2760_PROJECTION: RECESSED 3 CENTIMETERS
 FX2760_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2760+STABILITY: SURFACE MOTION
 FX2760
 FX2760  HISTORY     - Date     Condition        Report By
 FX2760  HISTORY     - 1980     MONUMENTED       NCGS
 FX2760  HISTORY     - 1980     GOOD             NCGS
 FX2760
 FX2760                          STATION DESCRIPTION
 FX2760
 FX2760'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2760'STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF AHOSKIE AND 5.2
 FX2760'MILES SOUTHWEST OF WINTON.
 FX2760'
 FX2760'TO REACH STATION FROM THE INTERSECTION OF US 13 (ACADEMY STREET) WITH
 FX2760'MAIN STREET IN AHOSKIE, PROCEED NORTH ALONG US 13 FOR 2.55 MILES TO
 FX2760'STATION IN RIGHT SHOULDER AT NORTH DRIVE TO A BRICK HOUSE AND 0.2
 FX2760'MILE NORTHEAST OF SR 1411.
 FX2760'
 FX2760'STATION MARK IS A STANDARD DISK STAMPED---BENCH 1980---SET IN THE TOP
 FX2760'OF A 10 INCH CONCRETE MONUMENT, WHICH IS 1 INCH BELOW GROUND SURFACE.
 FX2760'MARK IS 28.9 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 8.0 FEET
 FX2760'NORTHEAST OF CENTERLINE OF DRIVE, 4.0 FEET SOUTHWEST OF EAST END OF
 FX2760'HEADWALL OF DRIVE, 19.4 FEET NORTHEAST OF TELEPHONE JUNCTION BOX, 42.6
 FX2760'FEET NORTHEAST OF POWER POLE K155 WITH TRANSFORMER AND REFERENCE TAG,
 FX2760'35.5 FEET NORTHEAST OF NORTHEAST CORNER OF CATCH BASIN GRATE AND 62.2
 FX2760'FEET NORTH OF NORTH CORNER OF HOUSE.
 FX2760'
 FX2760'12 CRH IS A STANDARD USGS TABLET STAMPED---12 CRH 1972 48---.  MARK IS
 FX2760'71.8 FEET WEST OF NORTHWEST CORNER OF BRICK HOUSE, 25.6 FEET SOUTHEAST
 FX2760'OF US 13 AND 0.2 FOOT HIGHER THAN ROAD AT DRIVE, IN CENTER OF CONCRETE
 FX2760'HEADWALL.
 FX2760
 FX2760                          STATION RECOVERY (1980)
 FX2760
 FX2760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2760'2.5 MI NORTH FROM AHOSKIE.
 FX2760'2.55 MILES NORTH ALONG US 13 - ACADEMY STREET FROM MAIN STREET IN
 FX2760'AHOSKIE, IN RIGHT SHOULDER AT NORTH DRIVE TO A BRICK HOUSE AND 0.2
 FX2760'MILE NORTHEAST OF SR 1411, 28.9 FEET SOUTHEAST OF CENTERLINE OF HIGH
 FX2760'WAY, 8.0 FEET NORTHEAST OF CENTERLINE OF DRIVE, 4.0 FEET SOUTHWEST OF
 FX2760'EAST END OF HEADWALL OF DRIVE, 19.4 FEET NORTHEAST OF TELEPHONE
 FX2760'JUNCTION BOX, 42.6 FEET NORTHEAST OF POWER POLE K1 55 WITH REFERENCE
 FX2760'TAG AND TRANSFORMER , 35.5 FEET NORTHEAST OF NORTHEAST CORNER OF CATCH
 FX2760'BASIN GRATE AND 62.2 FEET NORTH OF NORTH CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0668 ***********************************************************************
 EA0668  DESIGNATION -  BEND
 EA0668  PID         -  EA0668
 EA0668  STATE/COUNTY-  NC/NEW HANOVER
 EA0668  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0668
 EA0668                         *CURRENT SURVEY CONTROL
 EA0668  ___________________________________________________________________
 EA0668* NAD 83(2001)-  34 03 01.52620(N)    077 53 46.87870(W)     ADJUSTED  
 EA0668* NAVD 88     -         6.443  (meters)      21.14   (feet)  ADJUSTED  
 EA0668  ___________________________________________________________________
 EA0668  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 EA0668  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA0668  DYNAMIC HT  -           6.437 (meters)      21.12  (feet)  COMP
 EA0668  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EA0668
 EA0668  HORZ ORDER  -  SECOND
 EA0668  VERT ORDER  -  SECOND    CLASS 0
 EA0668
 EA0668.The horizontal coordinates were established by classical geodetic methods
 EA0668.and adjusted by the National Geodetic Survey in August 2005.
 EA0668
 EA0668.The orthometric height was determined by differential leveling
 EA0668.and adjusted in June 1991.
 EA0668
 EA0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0668
 EA0668.The geoid height was determined by GEOID03.
 EA0668
 EA0668.The dynamic height is computed by dividing the NAVD 88
 EA0668.geopotential number by the normal gravity value computed on the
 EA0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0668.degrees latitude (g = 980.6199 gals.).
 EA0668
 EA0668.The modeled gravity was interpolated from observed gravity values.
 EA0668
 EA0668;                    North         East     Units Scale Factor Converg.
 EA0668;SPC NC       -    33,894.656   711,508.031   MT  1.00009034   +0 38 13.2
 EA0668;SPC NC       -   111,202.72  2,334,339.27   sFT  1.00009034   +0 38 13.2
 EA0668;UTM  18      - 3,771,532.551   232,643.219   MT  1.00048124   -1 37 21.7
 EA0668
 EA0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0668!SPC NC       -   1.00000485  x   1.00009034  =   1.00009519
 EA0668!UTM  18      -   1.00000485  x   1.00048124  =   1.00048609
 EA0668
 EA0668:                Primary Azimuth Mark                     Grid Az
 EA0668:SPC NC       -  BEND RM 3 AZIMUTH                        028 15 06.5
 EA0668:UTM  18      -  BEND RM 3 AZIMUTH                        030 30 41.4
 EA0668
 EA0668|---------------------------------------------------------------------|
 EA0668| PID    Reference Object                     Distance      Geod. Az  |
 EA0668|                                                           dddmmss.s |
 EA0668| EA0666 BEND RM 3 AZIMUTH                                  0285319.7 |
 EA0668| EA2658 CUT                                 465.640 METERS 1042152.2 |
 EA0668| EA0667 BEND RM 1                            33.098 METERS 14128     |
 EA0668| EA2656 CAROLINA BEACH MUNICIPAL TANK       APPROX. 1.8 KM 1795607.1 |
 EA0668| UT0084 KURE BEACH MUNICIPAL TANK           APPROX. 5.8 KM 1894435.1 |
 EA0668| EA2636 BEACON 21                           APPROX. 5.4 KM 2171202.9 |
 EA0668| EA3209 BEND RM 2 AZIMUTH                                  2244145.7 |
 EA0668| EA0669 BEND RM                              24.556 METERS 27020     |
 EA0668| EA2655 CAROLINA BEACH CG LORAN MAST        APPROX. 2.1 KM 3120945.7 |
 EA0668| EA0665 WATERWAY                            434.547 METERS 3162115.6 |
 EA0668| EA2816 WILMINGTON SHIPYARD STACK           APPROX.20.8 KM 3453801.9 |
 EA0668|---------------------------------------------------------------------|
 EA0668
 EA0668                          SUPERSEDED SURVEY CONTROL
 EA0668
 EA0668  NAD 83(1986)-  34 03 01.53785(N)    077 53 46.89085(W) AD(       ) 2
 EA0668  NAD 27      -  34 03 00.91788(N)    077 53 47.94122(W) AD(       ) 2
 EA0668  NGVD 29 (??/??/92)    6.733  (m)           22.09   (f) ADJ UNCH    2 0
 EA0668
 EA0668.Superseded values are not recommended for survey control.
 EA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0668.See file dsdata.txt to determine how the superseded data were derived.
 EA0668
 EA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3264371533(NAD 83)
 EA0668_MARKER: DS = TRIANGULATION STATION DISK
 EA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0668_STAMPING: BEND 1918
 EA0668_MARK LOGO: CGS   
 EA0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0668+STABILITY: SURFACE MOTION
 EA0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0668+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1994
 EA0668
 EA0668  HISTORY     - Date     Condition        Report By
 EA0668  HISTORY     - 1918     MONUMENTED       CGS
 EA0668  HISTORY     - 1933     GOOD             CGS
 EA0668  HISTORY     - 1962     GOOD             CGS
 EA0668  HISTORY     - 1963     GOOD             NCGS
 EA0668  HISTORY     - 1963     GOOD             CGS
 EA0668  HISTORY     - 1964     GOOD             CGS
 EA0668  HISTORY     - 1974     GOOD             NGS
 EA0668  HISTORY     - 1976     GOOD             ALSTER
 EA0668  HISTORY     - 1977     GOOD             NGS
 EA0668  HISTORY     - 19811021 GOOD             NGS
 EA0668  HISTORY     - 19940330 GOOD             NCGS
 EA0668
 EA0668                          STATION DESCRIPTION
 EA0668
 EA0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EA0668'STATION IS ABOUT 1-1/2 MILES NW OF CAROLINA BEACH, ON LAND OWNED
 EA0668'BY S.A. LEWIS.  TO REACH FROM WILMINGTON, GO S FROM THIRD AND
 EA0668'MARKET STREETS 13.9 MILES OR 0.55 MILE BEYOND CANAL BRIDGE ON
 EA0668'HIGHWAY 40, TURN LEFT ONTO SAND ROAD ABOUT 40 FEET S OF SIGNS
 EA0668'DIAMOND TIRE AND BATSONS APARTMENTS, AND FOLLOW MAIN-TRAVELED
 EA0668'ROAD 0.3 MILE TO LARGE SAWDUST PILE ON RIGHT.  STATION IS
 EA0668'OPPOSITE SAWDUST PILE, ABOUT 20 METERS (66 FEET) TO LEFT OF
 EA0668'ROAD, ABOUT 25 YARDS W OF DIM ROAD LEADING N AND W FROM LEWIS
 EA0668'HOUSE, 200 YARDS W OF HIS FIELD, AND ABOUT 175 YARDS SW OF
 EA0668'NEGRO HOUSE IN OAK GROVE.
 EA0668'
 EA0668'SURFACE MARK IS A STANDARD DISK STATION MARK IN CONCRETE.
 EA0668'UNDERGROUND MARK IS NAIL IN CONCRETE.
 EA0668'REFERENCE MARK, ESTABLISHED IN 1918, IS A
 EA0668'STANDARD REFERENCE DISK IN CONCRETE, 1.5
 EA0668'METERS (5 FEET) S OF 12-INCH LIVE OAK, AND 24.57 METERS (80.6
 EA0668'FEET) FROM STATION.
 EA0668'
 EA0668'TWO STANDARD REFERENCE DISK SET IN CONCRETE ESTABLISHED IN 1932.
 EA0668'
 EA0668'REFERENCE MARK NO.1 IS ABOUT 5 METERS (16 FEET)
 EA0668'WEST OF SAWDUST PILE, AND 108.59 FEET FROM STATION.
 EA0668'
 EA0668'REFERENCE MARK NO.2 IS ABOUT 4 METERS
 EA0668'(13 FEET) N OF CENTER LINE OF ROAD LEADING TO
 EA0668'STATION, 25 METERS (82 FEET) S OF 12-INCH PINE TREE, AND
 EA0668'APPROXIMATELY 1/4 MILE FROM STATION
 EA0668
 EA0668                          STATION RECOVERY (1962)
 EA0668
 EA0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA0668'THE STATION MARK, REFERENCE MARK NO. 1 AND THE REFERENCE MARK SET
 EA0668'IN 1918 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 EA0668'AND DIRECTION TO THE REFERENCE MARKS WAS MEASURED AND CHECKED AS
 EA0668'SHOWN ABOVE.  REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS NOT
 EA0668'RECOVERED AND IS BELIEVED DESTROYED DUE TO THE CONSTRUCTION OF A
 EA0668'NEW ROAD WEST OF THE STATION.  A NEW REFERENCE MARK NO. 3 WAS
 EA0668'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 EA0668'FOLLOWS--STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF
 EA0668'CAROLINA BEACH AND ABOUT 1/2 MILE SOUTHEAST OF THE NEW U.S.
 EA0668'HIGHWAY 421 BRIDGE OVER THE INTRACOASTAL WATERWAY.  IT IS 79
 EA0668'FEET NORTHWEST OF THE SOUTHWEST CORNER OF AN OLD PIG PEN, 61
 EA0668'FEET SOUTH OF A 12 INCH PINE TREE, 57 FEET NORTH OF A 15
 EA0668'INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND 35
 EA0668'FEET SOUTH OF THE APPROXIMATE CENTER OF A DIM SAND ROAD.
 EA0668'THE UNDERGROUND MARK IS A NAIL IN CONCRETE.
 EA0668'THE SURFACE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 EA0668'ROUND CONCRETE MONUMENT.  THE DISK
 EA0668'IS FLUSH WITH THE GROUND AND IS STAMPED---BEND 1918---.
 EA0668'
 EA0668'TO REACH THE STATION FROM THE POST OFFICE IN CAROLINA BEACH, GO
 EA0668'NORTH ON U.S. HIGHWAY 421 FOR 0.15 MILE TO FORK, KEEP RIGHT FORK
 EA0668'AND CONTINUE NORTH ON A SURFACED ROAD FOR 0.75 MILE TO THE END OF
 EA0668'SURFACED ROAD, CONTINUE STRAIGHT AHEAD ON SAND ROAD FOR 0.25 MILE
 EA0668'TO A SAND ROAD LEFT AND DRIVE ON RIGHT.  TURN LEFT AND GO WEST
 EA0668'FOR 0.25 MILE ON SAND ROAD AND AZIMUTH MARK ON THE RIGHT.  THIS
 EA0668'IS AS FAR AS A TWO WHEEL DRIVE VEHICLE CAN BE DRIVEN.  TURN LEFT
 EA0668'AND GO SOUTHWEST THROUGH LOW BRUSH TIMBER ON A DIM SAND ROAD
 EA0668'FOR ABOUT 80 YARDS AND STATION.
 EA0668'
 EA0668'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF A WATER WELL HAND
 EA0668'PUMP, 24-1/2 FEET WEST OF A 7 INCH PINE TREE AND 2-1/2 FEET SOUTH
 EA0668'OF THE SOUTH SIDE OF THE OLD PIG PEN LOT.  THE MARK IS A STANDARD
 EA0668'DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 EA0668'3 INCHES AND IS STAMPED---BEND NO 1 1932---.
 EA0668'
 EA0668'REFERENCE MARK 1918 IS 88 FEET NORTHWEST OF THE 15 INCH PINE
 EA0668'TREE WITH THE TRIANGLE BLAZE AND 5 FEET SOUTHEAST OF A 12 INCH
 EA0668'OAK TREE.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 EA0668'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES AND IS
 EA0668'STAMPED---BEND 1918---.
 EA0668'
 EA0668'AZIMUTH MARK IS 79 FEET NORTH OF CENTER OF SAND ROAD, 5 FEET
 EA0668'WEST OF A 4 INCH OAK TREE AND 5 FEET SOUTHWEST OF A METAL
 EA0668'WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EA0668'CONCRETE POST PROJECTING 2 INCHES AND IS
 EA0668'STAMPED---BEND NO 3 1918---.
 EA0668'
 EA0668'HEIGHT OF LIGHT ABOVE STATION MARK 21.90 METERS.
 EA0668
 EA0668                          STATION RECOVERY (1963)
 EA0668
 EA0668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 EA0668'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD
 EA0668'CONDITION.
 EA0668'
 EA0668'REFERENCE MARK NO. 3 COULD NOT BE LOCATED.
 EA0668'
 EA0668'A NEW AZIMUTH WAS SET BY USC AND GS IN 1962.
 EA0668
 EA0668                          STATION RECOVERY (1963)
 EA0668
 EA0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EA0668'1.2 MI N FROM CAROLINA BEACH.
 EA0668'1.0 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0668'CHURCH AT CAROLINA BEACH, THENCE ABOUT 0.15 MILE EAST-SOUTHEAST
 EA0668'ALONG A SAND ROAD, ABOUT 0.25 MILE SOUTHEAST OF THE HIGHWAY
 EA0668'BRIDGE OVER INLAND WATERWAY, 252 FEET SOUTH-SOUTHWEST OF THE
 EA0668'APPROXIMATE CENTER LINE OF SAND ROAD, 57 1/2 FEET NORTHEAST OF
 EA0668'A 14-INCH BLAZED PINE TREE, 1.5 FEET NORTHEAST OF A CREOSOTE
 EA0668'WITNESS POST, AND SET IN TOP OF A CONCRETE POST PROJECTING 2
 EA0668'INCHES.
 EA0668
 EA0668                          STATION RECOVERY (1964)
 EA0668
 EA0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA0668'THE STATION, R.M. 1, R.M. 1918 AND AZIMUTH MARKS FOUND IN GOOD
 EA0668'CONDITION.  THE DISTANCES WERE CHECKED AND VERIFIED.  THE 1962
 EA0668'RECOVERY NOTE BY S.C.M. IS ADEQUATE IN ALL RESPECTS.
 EA0668
 EA0668                          STATION RECOVERY (1974)
 EA0668
 EA0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA0668'STATION, R.M. 1, R.M. 3, AND R.M. 1918 ALL RECOVERED IN GOOD
 EA0668'CONDITION.
 EA0668'
 EA0668'THE POST OFFICE IN THE TO REACH BY S.C.M. IN 1962 IS NOW THE
 EA0668'CARRIAGE HOUSE AUTO PARTS STORE.
 EA0668'
 EA0668'STATION AND R.M. 1 ARE IN A WOODS BEHIND (SOUTH) OF A YELLOW AND
 EA0668'WHITE HOUSE TRAILER.
 EA0668'
 EA0668'R.M. 1918 SHOWS SOME EVIDENCE OF VANDALISM, AND IS SOUTH OF THE
 EA0668'SOUTHEAST CORNER OF A NEW EXOTIC TYPE COTTAGE WITH STAINED
 EA0668'VERTICAL PLANKS AND RED TRIM.
 EA0668'
 EA0668'R.M. 3 (AZIMUTH) IS NEAR THE FRONT OF A YELLOW 1 STORY COTTAGE
 EA0668'WITH A RED METAL ROOF.  IT IS 17.8 FEET WEST OF THE SOUTHEAST
 EA0668'CORNER OF THE COTTAGE, 20.1 FEET SOUTH OF THE SOUTHWEST CORNER,
 EA0668'AND 9.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 7X7X3
 EA0668'PUMPHOUSE.
 EA0668
 EA0668                          STATION RECOVERY (1976)
 EA0668
 EA0668'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 EA0668'BEND 1918 GOOD.
 EA0668'
 EA0668'RM 1918 STAMPING OBLITERATED, MARK GOOD.
 EA0668'
 EA0668'RM 1 - 1932 GOOD.
 EA0668'
 EA0668'AZ. MARK SEARCHED FOR BUT NOT FOUND.
 EA0668
 EA0668                          STATION RECOVERY (1977)
 EA0668
 EA0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EA0668'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 EA0668'FOUND TO BE IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR
 EA0668'AZIMUTH MARK BUT NOT RECOVERED.  SOME HOMES HAVE BEEN CONSTRUCTED
 EA0668'WHICH COULD HAVE DESTROYED OR COVERED MARK.  NO OTHER STATIONS
 EA0668'OR OBJECTS ARE VISIBLE FROM STATION.  THE 1962 DESCRIPTION OF
 EA0668'S.C.M. IS ADEQUATE FOR RECOVERY EXCEPT THE POST OFFICE HAS BEEN
 EA0668'RELOCATED.  THE FORK REFERRED TO IN THE TO REACH DESCRIPTION IS
 EA0668'EASILY RECOGNIZED.
 EA0668'
 EA0668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA0668'1.0 MILE NORTH OF CAROLINA BEACH.
 EA0668
 EA0668                          STATION RECOVERY (1981)
 EA0668
 EA0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EA0668'STATION MARK, REFERENCE MARK 1918, REFERENCE MARK 1 AND REFERENCE MARK
 EA0668'3 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTION TO
 EA0668'REFERENCE MARK 1918 AND REFERENCE MARK 1 WERE FOUND TO BE CORRECT WHEN
 EA0668'COMPARED TO THE 1962 RECOVERY.  THE LINE OF SIGHT TO REFERENCE MARK 3
 EA0668'IS OBSTRUCTED BY TREES AND BRUSH.  THE PROPERTY OWNER COULD NOT BE
 EA0668'FOUND TO OBTAIN PERMISSION TO CLEAR THE LINE WHICH WOULD REQUIRE ABOUT
 EA0668'1/2 MAN HOUR.
 EA0668' 
 EA0668'A COMPLETE NEW DESCRIPTION FOLLOWS.
 EA0668' 
 EA0668'STATION IS ABOUT 22.5 KILOMETERS (14 MILES) SOUTH SOUTHEAST OF
 EA0668'WILMINGTON, 2 KILOMETERS (1.25 MILES) NORTH OF CAROLINA BEACH AND IN A
 EA0668'DENSLY WOODED AREA ALONG THE SOUTH SIDE OF LEWIS ROAD.
 EA0668' 
 EA0668'TO REACH THE STATION FROM THE NEW POST OFFICE IN CAROLINA BEACH, GO
 EA0668'EAST ON HARPER AVENUE FOR 0.3 MILE TO US HIGHWAY 74 (LAKE PARK BLVD)
 EA0668'TURN LEFT AND GO NORTHERLY ON US 74 FOR 1.25 MILES TO A GRAVELED SIDE
 EA0668'ROAD RIGHT (LEWIS ROAD), JUST BEFORE REACHING A BRIDGE.  TURN RIGHT
 EA0668'AND GO EAST ON LEWIS ROAD FOR 0.25 MILE TO A YELLOW 1-STORY COTTAGE
 EA0668'WITH A METAL ROOF AND THE REFERENCE MARK 3 ON THE LEFT IN FRONT OF THE
 EA0668'COTTAGE.  FROM THIS POINT WALK SOUTHWESTERLY FOR ABOUT 80 YARDS TO THE
 EA0668'STATION MARK.
 EA0668' 
 EA0668'STATION MARK IS A STANDARD DISK STAMPED--BEND 1918--, SET IN THE TOP
 EA0668'OF CYLINDRICAL CONCRETE POST THAT IS 33 CM IN DIAMETER AND FLUSH WITH
 EA0668'THE GROUND.  THE SUB-SURFACE MARK, DESCRIBED IN 1933 AS BEING A NAIL
 EA0668'IN AN IRREGULAR MASS OF CONCRETE WAS NOT INSPECTED.  THEY ARE 88 CM
 EA0668'(2.9 FT) WEST NORTHWEST OF A METAL WITNESS POST, 17.4 METERS (57 FT)
 EA0668'NORTHEAST OF A 26-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE NORTH
 EA0668'SIDE, 18.6 METERS (61 FT) SOUTH OF A 20-INCH PINE TREE AND 38.3 METERS
 EA0668'(125.7 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER
 EA0668'128, HOME OF MR A WORTH.
 EA0668' 
 EA0668'REFERENCE MARK IS A STANDARD DISK STAMPED--BEND 1918--, SET IN THE TOP
 EA0668'OF AN IRREGULAR SHAPED CONCRETE POST THAT IS 30 CM IN DIAMETER AND
 EA0668'FLUSH WITH THE GROUND.  IT IS 1.6 METERS (5.2 FT) EAST OF A 15-INCH
 EA0668'OAK TREE AND 28.75 METERS (94.3 FT) SOUTH SOUTHWEST OF THE SOUTHEAST
 EA0668'CORNER OF HOUSE NUMBER 128.
 EA0668' 
 EA0668'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BEND NO 1 1932--, SET IN
 EA0668'THE TOP OF A SQUARE CONCRETE POST THAT IS 33 CM IN DIAMETER AND FLUSH
 EA0668'WITH THE GROUND.  IT IS 85 CM (2.8 FT) SOUTHWEST OF OLD FENCE, 5.15
 EA0668'METERS (16.9 FT) SOUTHEAST OF A 20-INCH, TWIN-TRUNK OAK TREE WITH A
 EA0668'REFERENCE TAG, 7.4 METERS (24.3 FT) NORTHWEST OF A 14-INCH PINE TREE
 EA0668'WITH A REFERENCE TAG AND 18 METERS (59 FT) WEST OF A 24-INCH PINE TREE
 EA0668'WITH A REFERENCE TAG.
 EA0668' 
 EA0668'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--BEND NO 3 1918--, SET IN
 EA0668'THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 28 CM IN DIAMETER AND
 EA0668'RECESSED 10 CM BELOW GROUND SURFACE.  IT IS 2.8 METERS (9.2 FT)
 EA0668'NORTHEAST OF THE NORTHEAST CORNER OF A 7X7X3 FOOT CONCRETE BLOCK,
 EA0668'WATER PUMPHOUSE, 5.42 METERS (17.8 FT) SOUTHWEST OF THE SOUTHEAST
 EA0668'CORNER OF THE COTTAGE, 6.13 METERS (20.1 FT) SOUTHEAST OF THE
 EA0668'SOUTHWEST CORNER OF COTTAGE, 17.75 METERS (58.2 FT) NORTHWEST OF A
 EA0668'UTILITY POLE WITH A REFERENCE TAG AND A LIGHT METER AND 21.55 METERS
 EA0668'(70.7 FT) NORTHEAST OF A UTILITY POLE WITH A REFERENCE TAG.
 EA0668' 
 EA0668'LINE OF SITE BETWEEN REFERENCE MARK 1918 AND REFERENCE MARK 1 IS
 EA0668'OBSTRUCTED BY TREES.
 EA0668' 
 EA0668'DESCRIBED BY H D MCKINNEY.
 EA0668
 EA0668                          STATION RECOVERY (1994)
 EA0668
 EA0668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0668'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1610 ***********************************************************************
 EY1610  DESIGNATION -  BEND
 EY1610  PID         -  EY1610
 EY1610  STATE/COUNTY-  NC/WASHINGTON
 EY1610  USGS QUAD   -  ROPER NORTH (1978)
 EY1610
 EY1610                         *CURRENT SURVEY CONTROL
 EY1610  ___________________________________________________________________
 EY1610* NAD 83(2001)-  35 52 34.55687(N)    076 36 00.94933(W)     ADJUSTED  
 EY1610* NAVD 88     -         4.857  (meters)      15.94   (feet)  ADJUSTED  
 EY1610  ___________________________________________________________________
 EY1610  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EY1610  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 EY1610  DYNAMIC HT  -           4.853 (meters)      15.92  (feet)  COMP
 EY1610  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 EY1610
 EY1610  HORZ ORDER  -  SECOND
 EY1610  VERT ORDER  -  SECOND    CLASS II
 EY1610
 EY1610.The horizontal coordinates were established by classical geodetic methods
 EY1610.and adjusted by the National Geodetic Survey in August 2005.
 EY1610
 EY1610.The orthometric height was determined by differential leveling
 EY1610.and adjusted in June 1991.
 EY1610
 EY1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1610
 EY1610.The geoid height was determined by GEOID03.
 EY1610
 EY1610.The dynamic height is computed by dividing the NAVD 88
 EY1610.geopotential number by the normal gravity value computed on the
 EY1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1610.degrees latitude (g = 980.6199 gals.).
 EY1610
 EY1610.The modeled gravity was interpolated from observed gravity values.
 EY1610
 EY1610;                    North         East     Units Scale Factor Converg.
 EY1610;SPC NC       -   238,491.199   826,271.918   MT  0.99993188   +1 23 06.2
 EY1610;SPC NC       -   782,449.88  2,710,860.45   sFT  0.99993188   +1 23 06.2
 EY1610;UTM  18      - 3,971,407.089   355,541.138   MT  0.99985715   -0 56 16.7
 EY1610
 EY1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1610!SPC NC       -   1.00000502  x   0.99993188  =   0.99993690
 EY1610!UTM  18      -   1.00000502  x   0.99985715  =   0.99986217
 EY1610
 EY1610|---------------------------------------------------------------------|
 EY1610| PID    Reference Object                     Distance      Geod. Az  |
 EY1610|                                                           dddmmss.s |
 EY1610| EY1611 LONE PINE                           365.852 METERS 14316     |
 EY1610| EY1609 OLIVER                              442.148 METERS 2943814.1 |
 EY1610|---------------------------------------------------------------------|
 EY1610
 EY1610                          SUPERSEDED SURVEY CONTROL
 EY1610
 EY1610  NAD 83(1986)-  35 52 34.56952(N)    076 36 00.95975(W) AD(       ) 2
 EY1610  NAD 27      -  35 52 33.98779(N)    076 36 02.18069(W) AD(       ) 2
 EY1610  NGVD 29 (??/??/92)    5.196  (m)           17.05   (f) ADJ UNCH    2 2
 EY1610
 EY1610.Superseded values are not recommended for survey control.
 EY1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1610.See file dsdata.txt to determine how the superseded data were derived.
 EY1610
 EY1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5554171407(NAD 83)
 EY1610_MARKER: DE = TRAVERSE STATION DISK
 EY1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1610_STAMPING: BEND 1976
 EY1610_MARK LOGO: NCGS  
 EY1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1610+STABILITY: SURFACE MOTION
 EY1610
 EY1610  HISTORY     - Date     Condition        Report By
 EY1610  HISTORY     - 1976     MONUMENTED       NCGS
 EY1610  HISTORY     - 1976     GOOD             NCGS
 EY1610  HISTORY     - 1978     GOOD             NCGS
 EY1610
 EY1610                          STATION DESCRIPTION
 EY1610
 EY1610'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1610'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1610'THE VICINITY OF ROPER, NORTH CAROLINA.
 EY1610'
 EY1610'BEND IS LOCATED APPROXIMATELY 0.9 MILE EAST OF ROPER.  TO REACH
 EY1610'STATION FROM INTERSECTION OF U.S. 64 AND NC 32 WITH SR 1126 IN
 EY1610'ROPER, PROCEED SOUTHEASTERLY ALONG SR 1126 FOR 0.8 MILE TO STATION
 EY1610'ON LEFT IN NORTHEAST SHOULDER OF ROAD, IN BEND OF CURVE AND BESIDE
 EY1610'THE THIRD REFLECTOR SIGN POST FROM WEST.
 EY1610'
 EY1610'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1610'BEND 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY1610'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1610'
 EY1610'MARK IS 18.1 FT NE OF C/L OF SR 1126
 EY1610'
 EY1610'3.0 FT SE OF 3RD REFLECTOR SIGN POST WITH ALUMINUM REF. TAG
 EY1610'
 EY1610'55.2 FT NW OF 4TH REFLECTOR SIGN POST WITH ALUMINUM REF. TAG
 EY1610'
 EY1610'68.1 FT N OF 24 IN POPLAR WITH ALUMINUM REF. TAG
 EY1610'
 EY1610'27.4 FT SW OF 10 IN GUM WITH ALUMINUM REF. TAG
 EY1610'
 EY1610'60.1 FT SSE OF 12 IN GUM WITH ALUMINUM REF. TAG
 EY1610
 EY1610                          STATION RECOVERY (1976)
 EY1610
 EY1610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1610'0.9 MI E FROM ROPER.
 EY1610'TO REACH STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN
 EY1610'ROPER, PROCEED SOUTHEASTERLY ALONG SR 1126 FOR 0.8 MILE TO STATION ON
 EY1610'LEFT IN NORTHEAST SHOULDER OF ROAD IN BEND OF CURVE AND BESIDE THE 3RD
 EY1610'REFLECTOR SIGN POST FROM WEST.  18.1 FT. NE OF CENTERLINE OF SR 1126,
 EY1610'3.0 FT. SE OF 3RD REFLECTOR SIGN POST WIHT ALUMINUM REF. TAG, 55.2 FT.
 EY1610'NW OF 4TH REFLECTOR SIGN POST WITH ALUMINUM REF. TAG, 68.1 FT. N OF 24
 EY1610'INCH POPLAR WITH ALUMINUM REF. TAG, 27.4 FT. SW OF 10 INCH GUM WITH
 EY1610'ALUMINUM REF. TAG, AND 60.1 FT. SSE OF 12 INCH GUM WITH ALUMINUM REF.
 EY1610'TAG.  DISK IS SET IN CONCRETE CYLINDER 4 INCHES BELOW THE SURFACE OF
 EY1610'THE GROUND.
 EY1610
 EY1610                          STATION RECOVERY (1978)
 EY1610
 EY1610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY1610'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1686 ***********************************************************************
 FA1686  DESIGNATION -  BEND
 FA1686  PID         -  FA1686
 FA1686  STATE/COUNTY-  NC/DAVIDSON
 FA1686  USGS QUAD   -  LEXINGTON EAST (1994)
 FA1686
 FA1686                         *CURRENT SURVEY CONTROL
 FA1686  ___________________________________________________________________
 FA1686* NAD 83(2001)-  35 51 57.15900(N)    080 09 19.50358(W)     ADJUSTED  
 FA1686* NAVD 88     -       231.13   (+/-2cm)     758.3    (feet)  VERTCON   
 FA1686  ___________________________________________________________________
 FA1686  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 FA1686  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FA1686  HORZ ORDER  -  SECOND
 FA1686  VERT ORDER  -  THIRD ? (See Below)
 FA1686
 FA1686.The horizontal coordinates were established by classical geodetic methods
 FA1686.and adjusted by the National Geodetic Survey in August 2005.
 FA1686
 FA1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1686.The vertical order pertains to the NGVD 29 superseded value.
 FA1686
 FA1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1686
 FA1686.The geoid height was determined by GEOID03.
 FA1686
 FA1686;                    North         East     Units Scale Factor Converg.
 FA1686;SPC NC       -   235,326.863   505,258.058   MT  0.99992992   -0 40 00.7
 FA1686;SPC NC       -   772,068.22  1,657,667.48   sFT  0.99992992   -0 40 00.7
 FA1686;UTM  17      - 3,969,401.752   576,249.755   MT  0.99967164   +0 29 41.5
 FA1686
 FA1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1686!SPC NC       -   0.99996863  x   0.99992992  =   0.99989855
 FA1686!UTM  17      -   0.99996863  x   0.99967164  =   0.99964028
 FA1686
 FA1686                          SUPERSEDED SURVEY CONTROL
 FA1686
 FA1686  NAD 83(1986)-  35 51 57.16573(N)    080 09 19.51124(W) AD(       ) 2
 FA1686  NAD 27      -  35 51 56.67351(N)    080 09 20.35477(W) AD(       ) 2
 FA1686  NGVD 29 (07/19/86)  231.36   (m)          759.1    (f) LEVELING    3  
 FA1686
 FA1686.Superseded values are not recommended for survey control.
 FA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1686.See file dsdata.txt to determine how the superseded data were derived.
 FA1686
 FA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7625069402(NAD 83)
 FA1686_MARKER: DE = TRAVERSE STATION DISK
 FA1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1686_STAMPING: BEND 1963
 FA1686_MARK LOGO: NCGS  
 FA1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1686+STABILITY: SURFACE MOTION
 FA1686
 FA1686  HISTORY     - Date     Condition        Report By
 FA1686  HISTORY     - 1963     MONUMENTED       NCGS
 FA1686
 FA1686                          STATION DESCRIPTION
 FA1686
 FA1686'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA1686'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA1686'THOMASVILLE, NORTH CAROLINA.  STATION IS 4.7 MILES WSW OF
 FA1686'THOMASVILLE, 2.0 MILES ENE ALONG OLD U.S. 29 OR SR 2022 FROM
 FA1686'RICK FORK CREEK.  STATION IS 1.6 MILES SW ALONG OLD 29 FROM
 FA1686'PILOT SCHOOL AND ON S SIDE OF ROAD, SW OF TP 183.
 FA1686'
 FA1686'STATION MARK IS A STANDARD N C. BRASS TRAVERSE DISK, STAMPED
 FA1686'BEND 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1686'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1686'
 FA1686'MARK IS
 FA1686'
 FA1686'15.8 FT SE OF C/L OF OLD 29 OR SR 2022
 FA1686'
 FA1686'70.0 FT SW OF 3 LEAD NAILS IN TP 183
 FA1686'
 FA1686'102.1 FT NE OF 3 LEAD NAILS IN TP 184
 FA1686'
 FA1686'23.3 FT NW OF 3 LEAD NAILS IN SMALL TWIN PINE
 FA1686'
 FA1686'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3402 ***********************************************************************
 FA3402  DESIGNATION -  BEND
 FA3402  PID         -  FA3402
 FA3402  STATE/COUNTY-  NC/BURKE
 FA3402  USGS QUAD   -  VALDESE (1993)
 FA3402
 FA3402                         *CURRENT SURVEY CONTROL
 FA3402  ___________________________________________________________________
 FA3402* NAD 83(2001)-  35 43 52.78756(N)    081 36 14.55125(W)     ADJUSTED  
 FA3402* NAVD 88     -       398.3    (meters)    1307.     (feet)  VERTCON   
 FA3402  ___________________________________________________________________
 FA3402  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FA3402  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA3402  HORZ ORDER  -  SECOND
 FA3402
 FA3402.The horizontal coordinates were established by classical geodetic methods
 FA3402.and adjusted by the National Geodetic Survey in August 2005.
 FA3402
 FA3402.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3402
 FA3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3402
 FA3402.The geoid height was determined by GEOID03.
 FA3402
 FA3402;                    North         East     Units Scale Factor Converg.
 FA3402;SPC NC       -   222,881.516   374,066.188   MT  0.99990753   -1 30 10.7
 FA3402;SPC NC       -   731,237.11  1,227,248.82   sFT  0.99990753   -1 30 10.7
 FA3402;UTM  17      - 3,954,317.836   445,374.746   MT  0.99963677   -0 21 09.9
 FA3402
 FA3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3402!SPC NC       -   0.99994254  x   0.99990753  =   0.99985007
 FA3402!UTM  17      -   0.99994254  x   0.99963677  =   0.99957933
 FA3402
 FA3402:                Primary Azimuth Mark                     Grid Az
 FA3402:SPC NC       -  END                                      103 32 52.1
 FA3402:UTM  17      -  END                                      102 23 51.3
 FA3402
 FA3402|---------------------------------------------------------------------|
 FA3402| PID    Reference Object                     Distance      Geod. Az  |
 FA3402|                                                           dddmmss.s |
 FA3402| FA3405 END                                 APPROX. 1.4 KM 1020241.4 |
 FA3402| FA3409 PICNIC                              467.473 METERS 2653352.2 |
 FA3402|---------------------------------------------------------------------|
 FA3402
 FA3402                          SUPERSEDED SURVEY CONTROL
 FA3402
 FA3402  NAD 83(1995)-  35 43 52.79293(N)    081 36 14.55084(W) AD(       ) 2
 FA3402  NAD 83(1986)-  35 43 52.79050(N)    081 36 14.54939(W) AD(       ) 2
 FA3402  NAD 27      -  35 43 52.32231(N)    081 36 15.21031(W) AD(       ) 2
 FA3402  NGVD 29 (07/19/86)  398.5    (m)         1307.     (f) VERT ANG    3  
 FA3402
 FA3402.Superseded values are not recommended for survey control.
 FA3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3402.See file dsdata.txt to determine how the superseded data were derived.
 FA3402
 FA3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4537554318(NAD 83)
 FA3402_MARKER: DE = TRAVERSE STATION DISK
 FA3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3402_SP_SET: CONCRETE POST
 FA3402_STAMPING: BEND 1969
 FA3402_MARK LOGO: NCGS  
 FA3402_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3402+STABILITY: SURFACE MOTION
 FA3402
 FA3402  HISTORY     - Date     Condition        Report By
 FA3402  HISTORY     - 1969     MONUMENTED       NCGS
 FA3402  HISTORY     - 1969     GOOD             NCGS
 FA3402  HISTORY     - 19860101 GOOD             NCGS
 FA3402
 FA3402                          STATION DESCRIPTION
 FA3402
 FA3402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3402'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3402'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3402'
 FA3402'BEND IS LOCATED APPROXIMATELY 4.8 MILES ESE OF
 FA3402'MORGANTON.  STATION IS ON THE NORTH SIDE OF THE WEST BOUND
 FA3402'LANE OF I-40, 0.8 MILE EAST OF DREXEL RD. (SR 1712) BRIDGE
 FA3402'OVER I-40 AND 0.55 MILE WEST OF HIGH PEAK ROAD (SR 1843)
 FA3402'BRIDGE OVER I-40.
 FA3402'
 FA3402'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FA3402'STAMPED BEND 1969, SET IN THE TOP OF A CONCRETE CYLINDER,
 FA3402'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3402'
 FA3402'MARK IS
 FA3402'
 FA3402'31.7 FT N OF C/L OF W BOUND LANE OF I-40
 FA3402'
 FA3402'52.0 FT SW OF 15 INCH OAK WITH ALUMINUM REF. TAG
 FA3402'
 FA3402'43.2 FT SW OF 15 INCH PINE WITH ALUMINUM REF. TAG
 FA3402'
 FA3402'40.5 FT SE OF 12 INCH PINE WITH ALUMINUM REF. TAG
 FA3402'
 FA3402'91.9 FT SE OF 12 INCH PINE WITH ALUMINUM REF. TAG
 FA3402'
 FA3402'49.4 FT E OF REFLECTOR POST 851528
 FA3402'
 FA3402'186.2 FT E OF END GUARD RAIL POST
 FA3402
 FA3402                          STATION RECOVERY (1969)
 FA3402
 FA3402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3402'RECOVERED IN GOOD CONDITION.
 FA3402
 FA3402                          STATION RECOVERY (1986)
 FA3402
 FA3402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986
 FA3402'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW. THE
 FA3402'REFLECTOR POST IS GONE AND THE GUARDRAIL POST HAS BEEN MOVED.
 FA3402'AN ADDED REFERENCE IS AS FOLLOWS, 33.47 METERS (109.8 FT) EAST OF END
 FA3402'GUARDRAIL POST.
 FA3402'LINES OF SIGHT ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2277 ***********************************************************************
 EB2277  DESIGNATION -  BEND
 EB2277  PID         -  EB2277
 EB2277  STATE/COUNTY-  NC/COLUMBUS
 EB2277  USGS QUAD   -  TABOR CITY EAST (1962)
 EB2277
 EB2277                         *CURRENT SURVEY CONTROL
 EB2277  ___________________________________________________________________
 EB2277* NAD 83(2001)-  34 11 56.61236(N)    078 50 02.87413(W)     ADJUSTED  
 EB2277* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 EB2277  ___________________________________________________________________
 EB2277  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 EB2277  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EB2277  HORZ ORDER  -  SECOND
 EB2277
 EB2277.The horizontal coordinates were established by classical geodetic methods
 EB2277.and adjusted by the National Geodetic Survey in August 2005.
 EB2277
 EB2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2277
 EB2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2277
 EB2277.The geoid height was determined by GEOID03.
 EB2277
 EB2277;                    North         East     Units Scale Factor Converg.
 EB2277;SPC NC       -    49,829.297   624,889.693   MT  1.00003989   +0 05 44.6
 EB2277;SPC NC       -   163,481.62  2,050,158.93   sFT  1.00003989   +0 05 44.6
 EB2277;UTM  17      - 3,786,348.274   699,563.125   MT  1.00009094   +1 13 04.0
 EB2277
 EB2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2277!SPC NC       -   1.00000043  x   1.00003989  =   1.00004032
 EB2277!UTM  17      -   1.00000043  x   1.00009094  =   1.00009137
 EB2277
 EB2277:                Primary Azimuth Mark                     Grid Az
 EB2277:SPC NC       -  STEPHENS                                 036 36 04.5
 EB2277:UTM  17      -  STEPHENS                                 035 28 45.1
 EB2277
 EB2277|---------------------------------------------------------------------|
 EB2277| PID    Reference Object                     Distance      Geod. Az  |
 EB2277|                                                           dddmmss.s |
 EB2277| EB2320 STEPHENS                            APPROX. 0.8 KM 0364149.1 |
 EB2277| EB2326 TURN                                289.849 METERS 20427     |
 EB2277|---------------------------------------------------------------------|
 EB2277
 EB2277                          SUPERSEDED SURVEY CONTROL
 EB2277
 EB2277  NAD 83(1986)-  34 11 56.61947(N)    078 50 02.87759(W) AD(       ) 2
 EB2277  NAD 27      -  34 11 56.00945(N)    078 50 03.80148(W) AD(       ) 2
 EB2277  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG    3  
 EB2277
 EB2277.Superseded values are not recommended for survey control.
 EB2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2277.See file dsdata.txt to determine how the superseded data were derived.
 EB2277
 EB2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9956386348(NAD 83)
 EB2277_MARKER: DE = TRAVERSE STATION DISK
 EB2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2277_STAMPING: BEND 1969
 EB2277_MARK LOGO: NCGS  
 EB2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2277+STABILITY: SURFACE MOTION
 EB2277
 EB2277  HISTORY     - Date     Condition        Report By
 EB2277  HISTORY     - 1969     MONUMENTED       NCGS
 EB2277
 EB2277                          STATION DESCRIPTION
 EB2277
 EB2277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2277'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2277'IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2277'
 EB2277'BEND IS LOCATED APPROXIMATELY 4.2 MILES NNE OF TABOR CITY
 EB2277'AND 0.9 MILE SOUTHEAST OF CLARENDON.  TO REACH STATION
 EB2277'PROCEED FROM Y INTERSECTION OF U.S. 701 AND NC 410, GO NORTH
 EB2277'ON NC 410 FOR 0.65 MILE TO T INTERSECTION OF NC 410 AND
 EB2277'SR 1309, CONTINUE NORTH ON NC 410 FOR 2.2 MILES TO STATION ON
 EB2277'LEFT, 0.1 MILE NORTH OF LANE TO HAY BARN ON EAST SIDE OF
 EB2277'ROAD AND 0.25 MILE SOUTH OF INTERSECTION OF NC 410 AND SR 1314.
 EB2277'
 EB2277'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2277'BEND 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2277'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2277'
 EB2277'MARK IS
 EB2277'
 EB2277'187.0 FT NE OF SPEED LIMIT SIGN POST WITH ALUMINUM REF. TAG.
 EB2277'
 EB2277'44.8 FT SE OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EB2277'
 EB2277'53.0 FT S OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EB2277'
 EB2277'16.4 FT NW OF NC 410 C/L.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2420 ***********************************************************************
 FY2420  DESIGNATION -  BEND
 FY2420  PID         -  FY2420
 FY2420  STATE/COUNTY-  NC/ROCKINGHAM
 FY2420  USGS QUAD   -  MAYODAN (1977)
 FY2420
 FY2420                         *CURRENT SURVEY CONTROL
 FY2420  ___________________________________________________________________
 FY2420* NAD 83(2001)-  36 25 48.21076(N)    079 55 45.59932(W)     ADJUSTED  
 FY2420* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 FY2420  ___________________________________________________________________
 FY2420  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 FY2420  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 FY2420  HORZ ORDER  -  SECOND
 FY2420
 FY2420.The horizontal coordinates were established by classical geodetic methods
 FY2420.and adjusted by the National Geodetic Survey in August 2005.
 FY2420
 FY2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2420
 FY2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2420
 FY2420.The geoid height was determined by GEOID03.
 FY2420
 FY2420;                    North         East     Units Scale Factor Converg.
 FY2420;SPC NC       -   297,712.177   526,260.625   MT  1.00008417   -0 32 11.0
 FY2420;SPC NC       -   976,744.03  1,726,573.40   sFT  1.00008417   -0 32 11.0
 FY2420;UTM  17      - 4,032,182.479   595,971.677   MT  0.99971348   +0 38 09.1
 FY2420
 FY2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2420!SPC NC       -   0.99996461  x   1.00008417  =   1.00004878
 FY2420!UTM  17      -   0.99996461  x   0.99971348  =   0.99967810
 FY2420
 FY2420|---------------------------------------------------------------------|
 FY2420| PID    Reference Object                     Distance      Geod. Az  |
 FY2420|                                                           dddmmss.s |
 FY2420| FY2425 GUARD                               349.952 METERS 19844     |
 FY2420|---------------------------------------------------------------------|
 FY2420
 FY2420                          SUPERSEDED SURVEY CONTROL
 FY2420
 FY2420  NAD 83(1993)-  36 25 48.21556(N)    079 55 45.60361(W) AD(       ) 2
 FY2420  NAD 83(1986)-  36 25 48.21998(N)    079 55 45.60402(W) AD(       ) 2
 FY2420  NAD 27      -  36 25 47.71991(N)    079 55 46.45382(W) AD(       ) 2
 FY2420  NGVD 29 (07/19/86)  258.5    (m)          848.     (f) VERT ANG    3  
 FY2420
 FY2420.Superseded values are not recommended for survey control.
 FY2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2420.See file dsdata.txt to determine how the superseded data were derived.
 FY2420
 FY2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9597232182(NAD 83)
 FY2420_MARKER: DE = TRAVERSE STATION DISK
 FY2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2420_STAMPING: BEND 1969
 FY2420_MARK LOGO: NCGS  
 FY2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2420+STABILITY: SURFACE MOTION
 FY2420
 FY2420  HISTORY     - Date     Condition        Report By
 FY2420  HISTORY     - 1969     MONUMENTED       NCGS
 FY2420  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FY2420
 FY2420                          STATION DESCRIPTION
 FY2420
 FY2420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2420'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2420'THE VICINITY OF MADISON, NORTH CAROLINA.
 FY2420'
 FY2420'BEND IS LOCATED APPROXIMATELY 3.5 MILES NNE OF MADISON.  TO
 FY2420'REACH STATION PROCEED FROM THE INTERSECTION OF NC 704 AND U.S.
 FY2420'220 BYPASS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF MADISON,
 FY2420'GO NORTH ON U.S. 220 BYPASS FOR 3.0 MILES TO INTERSECTION OF U.S.
 FY2420'220 BYPASS AND NC 135, CONTINUE ON U.S. 220 BYPASS FOR 1.05 MILE
 FY2420'TO STATION ON RIGHT ON APPROXIMATE 15 FOOT BANK.
 FY2420'
 FY2420'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2420'BEND 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2420'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2420'
 FY2420'MARK IS 42.6 FT W OF PP 28 WITH ALUMINUM REF. TAG
 FY2420'
 FY2420'95.5 FT SSW OF PP N TWIN, WITH ALUMINUM REF. TAG
 FY2420'
 FY2420'94.3 FT SW OF PP S TWIN, WITH ALUMINUM REF. TAG
 FY2420'
 FY2420'64.3 FT E OF C/L OF U.S. 220 BYPASS
 FY2420'
 FY2420'4.0 FT E OF EDGE OF BANK
 FY2420
 FY2420                          STATION RECOVERY (1990)
 FY2420
 FY2420'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FY2420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1414 ***********************************************************************
 FZ1414  DESIGNATION -  BEND
 FZ1414  PID         -  FZ1414
 FZ1414  STATE/COUNTY-  NC/GUILFORD
 FZ1414  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1414
 FZ1414                         *CURRENT SURVEY CONTROL
 FZ1414  ___________________________________________________________________
 FZ1414* NAD 83(2001)-  36 02 50.44833(N)    080 00 47.57814(W)     ADJUSTED  
 FZ1414* NAVD 88     -       250.2    (meters)     821.     (feet)  VERTCON   
 FZ1414  ___________________________________________________________________
 FZ1414  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 FZ1414  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FZ1414  HORZ ORDER  -  SECOND
 FZ1414
 FZ1414.The horizontal coordinates were established by classical geodetic methods
 FZ1414.and adjusted by the National Geodetic Survey in August 2005.
 FZ1414
 FZ1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1414
 FZ1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1414
 FZ1414.The geoid height was determined by GEOID03.
 FZ1414
 FZ1414;                    North         East     Units Scale Factor Converg.
 FZ1414;SPC NC       -   255,320.009   518,304.980   MT  0.99996888   -0 35 05.3
 FZ1414;SPC NC       -   837,662.40  1,700,472.26   sFT  0.99996888   -0 35 05.3
 FZ1414;UTM  17      - 3,989,650.358   588,884.654   MT  0.99969735   +0 34 50.6
 FZ1414
 FZ1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1414!SPC NC       -   0.99996571  x   0.99996888  =   0.99993459
 FZ1414!UTM  17      -   0.99996571  x   0.99969735  =   0.99966307
 FZ1414
 FZ1414|---------------------------------------------------------------------|
 FZ1414| PID    Reference Object                     Distance      Geod. Az  |
 FZ1414|                                                           dddmmss.s |
 FZ1414| FZ1429 HI PT 59.4                          211.687 METERS 02140     |
 FZ1414| FZ1430 HI PT 59.5                          419.571 METERS 2243905.5 |
 FZ1414|---------------------------------------------------------------------|
 FZ1414
 FZ1414                          SUPERSEDED SURVEY CONTROL
 FZ1414
 FZ1414  NAD 83(1993)-  36 02 50.45545(N)    080 00 47.58797(W) AD(       ) 2
 FZ1414  NAD 83(1986)-  36 02 50.45550(N)    080 00 47.58821(W) AD(       ) 2
 FZ1414  NAD 27      -  36 02 49.96745(N)    080 00 48.44427(W) AD(       ) 2
 FZ1414  NGVD 29 (07/19/86)  250.4    (m)          822.     (f) VERT ANG    3  
 FZ1414
 FZ1414.Superseded values are not recommended for survey control.
 FZ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1414.See file dsdata.txt to determine how the superseded data were derived.
 FZ1414
 FZ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8888589650(NAD 83)
 FZ1414_MARKER: DE = TRAVERSE STATION DISK
 FZ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1414_STAMPING: BEND 1961
 FZ1414_MARK LOGO: NCGS  
 FZ1414_PROJECTION: FLUSH
 FZ1414_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1414+STABILITY: SURFACE MOTION
 FZ1414
 FZ1414  HISTORY     - Date     Condition        Report By
 FZ1414  HISTORY     - 1961     MONUMENTED       NCGS
 FZ1414  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FZ1414  HISTORY     - 19940224 GOOD             NCGS
 FZ1414
 FZ1414                          STATION DESCRIPTION
 FZ1414
 FZ1414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FZ1414'BEND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1414'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FZ1414'
 FZ1414'STATION IS 6.1 MILES N OF THE CENTER OF HIGH POINT, 4.5 MILES
 FZ1414'NW ON U.S. 311 TO FORK IN ROAD, TURN RIGHT ON SKEET CLUB RD AND
 FZ1414'GO 2.7 MILES TO CROSSROAD WHICH IS TANYARD RD.  TURN LEFT AND
 FZ1414'GO .95 MILES TO STATION ON RIGHT OF ROAD JUST E OF DITCH,
 FZ1414'APPROXIMATELY 350 FT NE OF BRIDGE OVER BRANCH.
 FZ1414'
 FZ1414'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1414'BEND 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1414'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1414'
 FZ1414'MARK IS
 FZ1414'
 FZ1414'21.5 FT E OF C/L OF TANYARD RD.
 FZ1414'
 FZ1414'41.0 FT NW OF 3 NAILS IN 6 INCH CEDAR
 FZ1414'
 FZ1414'94.2 FT NE OF 3 NAILS IN 12 INCH MAPLE ON W SIDE OF TANYARD RD.
 FZ1414'
 FZ1414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1414
 FZ1414                          STATION RECOVERY (1986)
 FZ1414
 FZ1414'RECOVERY NOTE BY US POWER SQUADRON 1986 (WBW)
 FZ1414'MARK NOT FOUND.
 FZ1414
 FZ1414                          STATION RECOVERY (1994)
 FZ1414
 FZ1414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ1414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1441 ***********************************************************************
 FW1441  DESIGNATION -  BEND
 FW1441  PID         -  FW1441
 FW1441  STATE/COUNTY-  NC/CAMDEN
 FW1441  USGS QUAD   -  CAMDEN POINT (1982)
 FW1441
 FW1441                         *CURRENT SURVEY CONTROL
 FW1441  ___________________________________________________________________
 FW1441* NAD 83(2001)-  36 12 46.87801(N)    075 56 52.28050(W)     ADJUSTED  
 FW1441* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1441  ___________________________________________________________________
 FW1441  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 FW1441  GEOID HEIGHT-         -38.60  (meters)                     GEOID03
 FW1441  HORZ ORDER  -  THIRD
 FW1441
 FW1441.The horizontal coordinates were established by classical geodetic methods
 FW1441.and adjusted by the National Geodetic Survey in August 2005.
 FW1441
 FW1441.The orthometric height was scaled from a topographic map.
 FW1441
 FW1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1441
 FW1441.The geoid height was determined by GEOID03.
 FW1441
 FW1441;                    North         East     Units Scale Factor Converg.
 FW1441;SPC NC       -   277,456.267   884,012.209   MT  1.00001327   +1 45 41.8
 FW1441;SPC NC       -   910,287.77  2,900,296.72   sFT  1.00001327   +1 45 41.8
 FW1441;UTM  18      - 4,007,992.460   414,801.175   MT  0.99968944   -0 33 36.1
 FW1441
 FW1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1441!SPC NC       -   1.00000594  x   1.00001327  =   1.00001921
 FW1441!UTM  18      -   1.00000594  x   0.99968944  =   0.99969538
 FW1441
 FW1441:                Primary Azimuth Mark                     Grid Az
 FW1441:SPC NC       -  POINT OF MARSH                           006 08 59.8
 FW1441:UTM  18      -  POINT OF MARSH                           008 28 17.7
 FW1441
 FW1441|---------------------------------------------------------------------|
 FW1441| PID    Reference Object                     Distance      Geod. Az  |
 FW1441|                                                           dddmmss.s |
 FW1441| FW1465 POINT OF MARSH                      APPROX. 1.4 KM 0075441.6 |
 FW1441| FW1777 BEND WM 1                            10.434 METERS 24204     |
 FW1441| FW1776 BEND RM 1                            11.872 METERS 29057     |
 FW1441| FW1778 BEND WM 2                             9.580 METERS 30543     |
 FW1441|---------------------------------------------------------------------|
 FW1441
 FW1441                          SUPERSEDED SURVEY CONTROL
 FW1441
 FW1441  NAD 83(1993)-  36 12 46.89172(N)    075 56 52.29239(W) AD(       ) 3
 FW1441  NAD 83(1986)-  36 12 46.89329(N)    075 56 52.30053(W) AD(       ) 3
 FW1441  NAD 27      -  36 12 46.31000(N)    075 56 53.59400(W) AD(       ) 3
 FW1441
 FW1441.Superseded values are not recommended for survey control.
 FW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1441.See file dsdata.txt to determine how the superseded data were derived.
 FW1441
 FW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1480107992(NAD 83)
 FW1441_MARKER: DS = TRIANGULATION STATION DISK
 FW1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1441_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1441
 FW1441  HISTORY     - Date     Condition        Report By
 FW1441  HISTORY     - 1914     MONUMENTED       CGS
 FW1441  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1441
 FW1441                          STATION DESCRIPTION
 FW1441
 FW1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 FW1441'ON THE W SIDE OF NORTH RIVER, ON THE FIRST POINT N OF BROAD CREEK
 FW1441'AND ABOUT 1 MILE DISTANT, 3 YARDS FROM THE WATER.  THE STATION
 FW1441'AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE.
 FW1441'IN THE TOP OF TILES.  WITNESS
 FW1441'MARKS CONSIST OF TWO 2- BY 4-INCH STAKES WITH NAILS IN THE
 FW1441'TOPS.  DISTANCES AND BEARINGS FROM THE STATION ARE AS
 FW1441'FOLLOWS--TO THE REFERENCE MARK, 11.872 METERS (38.95 FEET),
 FW1441'N 69 DEG 03 MIN W.
 FW1441'TO WITNESS MARK NO. 1, 10.434 METERS (34.23 FEET), S 62 DEG 04 MIN W.
 FW1441'TO WITNESS MARK NO. 2, 9.58 METERS (31.4 FEET), N 54 DEG 17 MIN W.
 FW1441
 FW1441                          STATION RECOVERY (1934)
 FW1441
 FW1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1441'STATION LOST THROUGH EROSION.  A COMPARISON WITH THE POSITION OF
 FW1441'BEND 2, INDICATES THAT THE POSITION OF BEND IS NOW 10 METERS OFF
 FW1441'SHORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3909 ***********************************************************************
 FX3909  DESIGNATION -  BEND
 FX3909  PID         -  FX3909
 FX3909  STATE/COUNTY-  NC/GATES
 FX3909  USGS QUAD   -  HARRELLSVILLE (1982)
 FX3909
 FX3909                         *CURRENT SURVEY CONTROL
 FX3909  ___________________________________________________________________
 FX3909* NAD 83(2001)-  36 21 55.00565(N)    076 49 15.88798(W)     ADJUSTED  
 FX3909* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3909  ___________________________________________________________________
 FX3909  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 FX3909  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 FX3909  HORZ ORDER  -  THIRD
 FX3909
 FX3909.The horizontal coordinates were established by classical geodetic methods
 FX3909.and adjusted by the National Geodetic Survey in August 2005.
 FX3909
 FX3909.The orthometric height was scaled from a topographic map.
 FX3909
 FX3909.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3909
 FX3909.The geoid height was determined by GEOID03.
 FX3909
 FX3909;                    North         East     Units Scale Factor Converg.
 FX3909;SPC NC       -   292,279.377   805,147.015   MT  1.00006149   +1 15 27.4
 FX3909;SPC NC       -   958,919.92  2,641,553.17   sFT  1.00006149   +1 15 27.4
 FX3909;UTM  18      - 4,026,004.287   336,622.389   MT  0.99992888   -1 04 48.0
 FX3909
 FX3909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3909!SPC NC       -   1.00000569  x   1.00006149  =   1.00006718
 FX3909!UTM  18      -   1.00000569  x   0.99992888  =   0.99993457
 FX3909
 FX3909|---------------------------------------------------------------------|
 FX3909| PID    Reference Object                     Distance      Geod. Az  |
 FX3909|                                                           dddmmss.s |
 FX3909| FX4570 BEND WM 1                                          09456     |
 FX3909| FX3929 SAND 1932                           APPROX. 0.6 KM 1235435.8 |
 FX3909| FX3916 HIGH 1932                           409.337 METERS 1533657.4 |
 FX3909| FX4571 BEND WM 2                             0.810 METERS 21126     |
 FX3909|---------------------------------------------------------------------|
 FX3909
 FX3909                          SUPERSEDED SURVEY CONTROL
 FX3909
 FX3909  NAD 83(1993)-  36 21 55.00707(N)    076 49 15.89326(W) AD(       ) 3
 FX3909  NAD 83(1986)-  36 21 55.01627(N)    076 49 15.90321(W) AD(       ) 3
 FX3909  NAD 27      -  36 21 54.45000(N)    076 49 17.05000(W) AD(       ) 3
 FX3909
 FX3909.Superseded values are not recommended for survey control.
 FX3909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3909.See file dsdata.txt to determine how the superseded data were derived.
 FX3909
 FX3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3662226004(NAD 83)
 FX3909_MARKER: S = SPIKE
 FX3909_SETTING: 0 = UNSPECIFIED SETTING
 FX3909
 FX3909  HISTORY     - Date     Condition        Report By
 FX3909  HISTORY     - 1932     MONUMENTED       CGS
 FX3909  HISTORY     - 1963     GOOD             CGS
 FX3909
 FX3909                          STATION DESCRIPTION
 FX3909
 FX3909'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3909'ON EAST SIDE OF CHOWAN RIVER, ABOUT 3.57 MILES SOUTH OF ATLANTIC
 FX3909'COAST LINE RAILROAD BRIDGE AT TUNIS, 0.53 MILE NORTH OF BARNES
 FX3909'CREEK, AND 16 METERS (52 FEET) OFFSHORE.  MARKED BY SPIKE DRIVEN
 FX3909'IN CYPRESS. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN INTO
 FX3909'TRIANGULAR BLAZES ON 30 INCH PINES.  WITNESS MARK NO.1 IS 2 METERS
 FX3909'OFFSHORE AND 13.94 METERS (45.7 FEET) FROM STATION IN BEARING S 85
 FX3909'DEG 4 MIN E. WITNESS MARK NO.2 IS 16 METERS (52 FEET) OFFSHORE AND
 FX3909'0.81 METER (2.7 FEET) FROM STATION IN BEARING S 31 DEG 26 MIN W.
 FX3909
 FX3909                          STATION RECOVERY (1963)
 FX3909
 FX3909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3909'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND TO
 FX3909'BE IN GOOD CONDITION.
 FX3909'
 FX3909'THE STATION IS ABOUT 1 FOOT DOWN FROM THE TOP OF THE CYPRESS KNEE,
 FX3909'8 INCHES ABOVE WATER, IN A HOLLOW OF THE KNEE, AND IS THE FIRST
 FX3909'KNEE NORTH WITNESS MARK NO.2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3190 ***********************************************************************
 EZ3190  DESIGNATION -  BEND
 EZ3190  PID         -  EZ3190
 EZ3190  STATE/COUNTY-  NC/MONTGOMERY
 EZ3190  USGS QUAD   -  STAR (1994)
 EZ3190
 EZ3190                         *CURRENT SURVEY CONTROL
 EZ3190  ___________________________________________________________________
 EZ3190* NAD 83(2001)-  35 29 04.36171(N)    079 51 53.77975(W)     ADJUSTED  
 EZ3190* NAVD 88     -       205.011  (meters)     672.61   (feet)  ADJUSTED  
 EZ3190  ___________________________________________________________________
 EZ3190  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EZ3190  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EZ3190  DYNAMIC HT  -         204.830 (meters)     672.01  (feet)  COMP
 EZ3190  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 EZ3190
 EZ3190  HORZ ORDER  -  SECOND
 EZ3190  VERT ORDER  -  SECOND    CLASS II
 EZ3190
 EZ3190.The horizontal coordinates were established by classical geodetic methods
 EZ3190.and adjusted by the National Geodetic Survey in August 2005.
 EZ3190
 EZ3190.The orthometric height was determined by differential leveling
 EZ3190.and adjusted in June 1991.
 EZ3190
 EZ3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3190
 EZ3190.The geoid height was determined by GEOID03.
 EZ3190
 EZ3190.The dynamic height is computed by dividing the NAVD 88
 EZ3190.geopotential number by the normal gravity value computed on the
 EZ3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3190.degrees latitude (g = 980.6199 gals.).
 EZ3190
 EZ3190.The modeled gravity was interpolated from observed gravity values.
 EZ3190
 EZ3190;                    North         East     Units Scale Factor Converg.
 EZ3190;SPC NC       -   192,755.693   531,121.166   MT  0.99988082   -0 29 57.2
 EZ3190;SPC NC       -   632,399.30  1,742,520.03   sFT  0.99988082   -0 29 57.2
 EZ3190;UTM  17      - 3,927,371.481   602,964.147   MT  0.99973065   +0 39 32.2
 EZ3190
 EZ3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3190!SPC NC       -   0.99997260  x   0.99988082  =   0.99985342
 EZ3190!UTM  17      -   0.99997260  x   0.99973065  =   0.99970325
 EZ3190
 EZ3190                          SUPERSEDED SURVEY CONTROL
 EZ3190
 EZ3190  NAD 83(1986)-  35 29 04.37090(N)    079 51 53.79393(W) AD(       ) 2
 EZ3190  NGVD 29 (02/14/91)  205.25   (m)          673.4    (f) LEVELING    3  
 EZ3190
 EZ3190.Superseded values are not recommended for survey control.
 EZ3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3190.See file dsdata.txt to determine how the superseded data were derived.
 EZ3190
 EZ3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0296427371(NAD 83)
 EZ3190_MARKER: DE = TRAVERSE STATION DISK
 EZ3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3190_SP_SET: CONCRETE POST
 EZ3190_STAMPING: BEND 1981
 EZ3190_MARK LOGO: NCGS  
 EZ3190_PROJECTION: RECESSED 5 CENTIMETERS
 EZ3190_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3190+STABILITY: SURFACE MOTION
 EZ3190
 EZ3190  HISTORY     - Date     Condition        Report By
 EZ3190  HISTORY     - 1981     MONUMENTED       NCGS
 EZ3190  HISTORY     - 1981     GOOD             NCGS
 EZ3190
 EZ3190                          STATION DESCRIPTION
 EZ3190
 EZ3190'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3190'THE STATION IS LOCATED APPROXIMATELY 8.8 MILES NORTH OF TROY AND
 EZ3190'APPROXIMATELY 6.3 MILES SOUTHWEST OF SEAGROVE.
 EZ3190'
 EZ3190'TO REACH THE STATION FROM THE MONTGOMERY-RANOLPH COUNTY LINE BETWEEN
 EZ3190'ASHEBORO AND TROY, PROCEED SOUTH ALONG NC 134 FOR 2.0 MILES OR 0.35
 EZ3190'MILE SOUTH OF THE INTERSECTION WITH SR 1311, TO THE STATION IN THE
 EZ3190'EAST SHOULDER OF THE HIGHWAY.
 EZ3190'
 EZ3190'STATION MARK IS A STANDARD DISK STAMPED---BEND 1981---SET IN TOP OF A
 EZ3190'10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE AND ABOUT EVEN
 EZ3190'WITH THE HIGHWAY.MARK IS 19.2 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 EZ3190'2.0 FEET WEST OF A METAL WITNESS POST, 1.9 FEET EAST OF GUARDRAIL AND
 EZ3190'142.0 FEET NORTH-NORTHEAST OF SOUTH END OF WEST GUARDRAIL.
 EZ3190
 EZ3190                          STATION RECOVERY (1981)
 EZ3190
 EZ3190'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3190'6.3 MI SW FROM SEAGROVE.
 EZ3190'2.0 MILES SOUTH ALONG NC 134 FROM THE MONTGOMERY-RANDOLPH COUNTY LINE
 EZ3190'BETWEEN ASHEBORO AND TROY, OR 0.35 MILE SOUTH OF THE INTERSECTION
 EZ3190'WITH SR 1311, IN EAST SHOULDER, 19.2 FEET EAST OF CENTERLINE OF
 EZ3190'HIGHWAY, 2.0 FEET WEST OF METAL WITNESS POST AND 1.9 FEET EAST OF
 EZ3190'GUARDRAIL AND 142.0 FEET NORTH-NORTHEAST OF SOUTH END OF WEST
 EZ3190'GUARDRAIL.
 EZ3190'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4916 ***********************************************************************
 AH4916  DESIGNATION -  BEND
 AH4916  PID         -  AH4916
 AH4916  STATE/COUNTY-  NC/JOHNSTON
 AH4916  USGS QUAD   -  FOUR OAKS NE (1986)
 AH4916
 AH4916                         *CURRENT SURVEY CONTROL
 AH4916  ___________________________________________________________________
 AH4916* NAD 83(2001)-  35 29 26.47149(N)    078 16 08.64060(W)     ADJUSTED  
 AH4916* NAVD 88     -        48.3    (meters)     158.     (feet)  VERT ANG  
 AH4916  ___________________________________________________________________
 AH4916  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AH4916  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AH4916  HORZ ORDER  -  SECOND
 AH4916
 AH4916.The horizontal coordinates were established by classical geodetic methods
 AH4916.and adjusted by the National Geodetic Survey in August 2005.
 AH4916
 AH4916.The orthometric height was determined by vertical angle observations.
 AH4916
 AH4916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4916
 AH4916.The geoid height was determined by GEOID03.
 AH4916
 AH4916;                    North         East     Units Scale Factor Converg.
 AH4916;SPC NC       -   193,339.268   675,917.521   MT  0.99988126   +0 25 18.7
 AH4916;SPC NC       -   634,313.92  2,217,572.73   sFT  0.99988126   +0 25 18.7
 AH4916;UTM  17      - 3,930,889.768   747,736.203   MT  1.00035638   +1 35 10.7
 AH4916
 AH4916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4916!SPC NC       -   0.99999782  x   0.99988126  =   0.99987908
 AH4916!UTM  17      -   0.99999782  x   1.00035638  =   1.00035420
 AH4916
 AH4916                          SUPERSEDED SURVEY CONTROL
 AH4916
 AH4916  NAD 83(1986)-  35 29 26.47790(N)    078 16 08.64949(W) AD(       ) 2
 AH4916
 AH4916.Superseded values are not recommended for survey control.
 AH4916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4916.See file dsdata.txt to determine how the superseded data were derived.
 AH4916
 AH4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4773630890(NAD 83)
 AH4916_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4916_STAMPING: BEND 1985
 AH4916_MARK LOGO: NCGS  
 AH4916_PROJECTION: FLUSH
 AH4916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4916+STABILITY: SURFACE MOTION
 AH4916
 AH4916  HISTORY     - Date     Condition        Report By
 AH4916  HISTORY     - 1985     MONUMENTED       NCGS
 AH4916  HISTORY     - 19850101 GOOD             NCGS
 AH4916
 AH4916                          STATION DESCRIPTION
 AH4916
 AH4916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4916'STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHWEST OF PINE LEVEL AND
 AH4916'7.5 KM (4.65 MI) EAST-SOUTHEAST OF SMITHFIELD. ALONG US 70 FOR 5.0 KM
 AH4916'(3.10 MI) EAST FROM THE CENTER OF THE OVERPASS OF I 95, OR 0.2 KM
 AH4916'(0.10 MI) EAST FROM SR 2308. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AH4916'HIGHWAY. LOCATED 12.0 M (39.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AH4916'THE HIGHWAY, 53.0 M (173.9 FT) NORTHWEST OF THE WEST END OF A FIELD
 AH4916'ROAD CULVERT--AND 9.4 M (30.8 FT) SOUTHWEST OF A 12-INCH PINE, 10.0 M
 AH4916'(32.8 FT) SOUTH-SOUTHWEST OF A 15-INCH PINE, AND 10.9 M (35.8 FT)
 AH4916'SOUTHWEST OF A 14-INCH PINE--ALL THREE WITH REFERENCE TAGS.
 AH4916
 AH4916                          STATION RECOVERY (1985)
 AH4916
 AH4916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0594 ***********************************************************************
 EX0594  DESIGNATION -  BEND RESET
 EX0594  PID         -  EX0594
 EX0594  STATE/COUNTY-  NC/DARE
 EX0594  USGS QUAD   -  STUMPY POINT (1953)
 EX0594
 EX0594                         *CURRENT SURVEY CONTROL
 EX0594  ___________________________________________________________________
 EX0594* NAD 83(2001)-  35 43 23.49215(N)    075 42 59.58987(W)     ADJUSTED  
 EX0594* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0594  ___________________________________________________________________
 EX0594  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 EX0594  GEOID HEIGHT-         -38.96  (meters)                     GEOID03
 EX0594  HORZ ORDER  -  THIRD
 EX0594
 EX0594.The horizontal coordinates were established by classical geodetic methods
 EX0594.and adjusted by the National Geodetic Survey in August 2005.
 EX0594
 EX0594.The orthometric height was scaled from a topographic map.
 EX0594
 EX0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0594
 EX0594.The geoid height was determined by GEOID03.
 EX0594
 EX0594;                    North         East     Units Scale Factor Converg.
 EX0594;SPC NC       -   223,801.423   906,598.072   MT  0.99990635   +1 53 42.4
 EX0594;SPC NC       -   734,255.17  2,974,397.17   sFT  0.99990635   +1 53 42.4
 EX0594;UTM  18      - 3,953,483.755   435,193.330   MT  0.99965175   -0 25 06.2
 EX0594
 EX0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0594!SPC NC       -   1.00000616  x   0.99990635  =   0.99991251
 EX0594!UTM  18      -   1.00000616  x   0.99965175  =   0.99965791
 EX0594
 EX0594:                Primary Azimuth Mark                     Grid Az
 EX0594:SPC NC       -  ROANOKE MARSHES LH                       006 22 37.9
 EX0594:UTM  18      -  ROANOKE MARSHES LH                       008 41 26.5
 EX0594
 EX0594|---------------------------------------------------------------------|
 EX0594| PID    Reference Object                     Distance      Geod. Az  |
 EX0594|                                                           dddmmss.s |
 EX0594| EX0522 ROANOKE MARSHES LH                  APPROX. 9.8 KM 0081620.3 |
 EX0594|---------------------------------------------------------------------|
 EX0594
 EX0594                          SUPERSEDED SURVEY CONTROL
 EX0594
 EX0594  NAD 83(1986)-  35 43 23.50727(N)    075 42 59.59623(W) AD(       ) 3
 EX0594  NAD 27      -  35 43 22.86000(N)    075 43 01.01000(W) AD(       ) 3
 EX0594
 EX0594.Superseded values are not recommended for survey control.
 EX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0594.See file dsdata.txt to determine how the superseded data were derived.
 EX0594
 EX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3519353484(NAD 83)
 EX0594_STAMPING: BEND 1909 1917
 EX0594_MARK LOGO: CGS   
 EX0594
 EX0594  HISTORY     - Date     Condition        Report By
 EX0594  HISTORY     - 1909     MONUMENTED       CGS
 EX0594  HISTORY     - 1917     POOR             CGS
 EX0594
 EX0594                          STATION DESCRIPTION
 EX0594
 EX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (AGK)
 EX0594'THE SHORE AT THIS POINT HAS BEEN RAPIDLY WASHING AWAY AND THE
 EX0594'STATION MARK IS NOW FIVE METERS FROM THE SHORE IN EIGHTEEN
 EX0594'INCHES OF WATER.  THIS MARK WILL SOON BE WASHED OUT AND LOST.  A
 EX0594'35 FOOT SIGNAL WAS PUT UP, BACK IN ON SHORE ABOUT 60
 EX0594'METERS FROM THE GROUND AND FILLED WITH CEMENT BENEATH THE
 EX0594'SIGNAL.  A TRIANGULATION STATION MARK WAS PLACED IN CEMENT.  IT
 EX0594'WAS THE INTENTION TO LOCATE THE NEW STATION BUT THE SHIP LEFT
 EX0594'THE LOCALITY BEFORE THIS WAS ACCOMPLISHED.  TRIPOD, IN VERY
 EX0594'POOR CONDITION, WAS STILL STANDING OVER THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0669 ***********************************************************************
 EA0669  DESIGNATION -  BEND RM
 EA0669  PID         -  EA0669
 EA0669  STATE/COUNTY-  NC/NEW HANOVER
 EA0669  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0669
 EA0669                         *CURRENT SURVEY CONTROL
 EA0669  ___________________________________________________________________
 EA0669* NAD 83(1986)-  34 03 01.     (N)    077 53 46.     (W)     SCALED    
 EA0669* NAVD 88     -         6.496  (meters)      21.31   (feet)  ADJUSTED  
 EA0669  ___________________________________________________________________
 EA0669  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA0669  DYNAMIC HT  -           6.490 (meters)      21.29  (feet)  COMP
 EA0669  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EA0669
 EA0669  VERT ORDER  -  SECOND    CLASS 0
 EA0669
 EA0669.The horizontal coordinates were scaled from a topographic map and have
 EA0669.an estimated accuracy of +/- 6 seconds.
 EA0669
 EA0669.The orthometric height was determined by differential leveling
 EA0669.and adjusted in June 1991.
 EA0669
 EA0669.The geoid height was determined by GEOID03.
 EA0669
 EA0669.The dynamic height is computed by dividing the NAVD 88
 EA0669.geopotential number by the normal gravity value computed on the
 EA0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0669.degrees latitude (g = 980.6199 gals.).
 EA0669
 EA0669.The modeled gravity was interpolated from observed gravity values.
 EA0669
 EA0669;                    North         East    Units  Estimated Accuracy
 EA0669;SPC NC       -    33,880.      711,530.      MT  (+/- 180 meters Scaled)
 EA0669
 EA0669                          SUPERSEDED SURVEY CONTROL
 EA0669
 EA0669  NGVD 29 (??/??/92)    6.786  (m)           22.26   (f) ADJ UNCH    2 0
 EA0669
 EA0669.Superseded values are not recommended for survey control.
 EA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0669.See file dsdata.txt to determine how the superseded data were derived.
 EA0669
 EA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC326715(NAD 83)
 EA0669_MARKER: DR = REFERENCE MARK DISK
 EA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0669_STAMPING: BEND 1918
 EA0669_MARK LOGO: CGS   
 EA0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0669+STABILITY: SURFACE MOTION
 EA0669
 EA0669  HISTORY     - Date     Condition        Report By
 EA0669  HISTORY     - 1918     MONUMENTED       CGS
 EA0669  HISTORY     - 1963     POOR             CGS
 EA0669  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA0669
 EA0669                          STATION DESCRIPTION
 EA0669
 EA0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0669'1.2 MI N FROM CAROLINA BEACH.
 EA0669'1.0 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0669'CHURCH AT CAROLINA BEACH, THENCE ABOUT 0.15 MILE EAST-SOUTHEAST
 EA0669'ALONG A SAND ROAD, ABOUT, 0.25 MILE SOUTHEAST OF HIGHWAY BRIDGE
 EA0669'OVER INLAND WATERWAY, 80.6 FEET WEST OF TRIANGULATION STATION
 EA0669'BEND, 5 FEET SOUTHEAST OF AN OAK TREE, 248 FEET SOUTH-SOUTHWEST
 EA0669'OF THE APPROXIMATE CENTER LINE OF THE SAND ROAD, SET IN THE
 EA0669'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE DISK HAS
 EA0669'BEEN BATTERED AND ALL STAMPING IS NOT LEGIBLE.
 EA0669
 EA0669                          STATION RECOVERY (2004)
 EA0669
 EA0669'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0667 ***********************************************************************
 EA0667  DESIGNATION -  BEND RM 1
 EA0667  PID         -  EA0667
 EA0667  STATE/COUNTY-  NC/NEW HANOVER
 EA0667  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0667
 EA0667                         *CURRENT SURVEY CONTROL
 EA0667  ___________________________________________________________________
 EA0667* NAD 83(1986)-  34 03 01.     (N)    077 53 46.     (W)     SCALED    
 EA0667* NAVD 88     -         6.259  (meters)      20.53   (feet)  ADJUSTED  
 EA0667  ___________________________________________________________________
 EA0667  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA0667  DYNAMIC HT  -           6.253 (meters)      20.52  (feet)  COMP
 EA0667  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 EA0667
 EA0667  VERT ORDER  -  SECOND    CLASS 0
 EA0667
 EA0667.The horizontal coordinates were scaled from a topographic map and have
 EA0667.an estimated accuracy of +/- 6 seconds.
 EA0667
 EA0667.The orthometric height was determined by differential leveling
 EA0667.and adjusted in June 1991.
 EA0667
 EA0667.The geoid height was determined by GEOID03.
 EA0667
 EA0667.The dynamic height is computed by dividing the NAVD 88
 EA0667.geopotential number by the normal gravity value computed on the
 EA0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0667.degrees latitude (g = 980.6199 gals.).
 EA0667
 EA0667.The modeled gravity was interpolated from observed gravity values.
 EA0667
 EA0667;                    North         East    Units  Estimated Accuracy
 EA0667;SPC NC       -    33,880.      711,530.      MT  (+/- 180 meters Scaled)
 EA0667
 EA0667                          SUPERSEDED SURVEY CONTROL
 EA0667
 EA0667  NGVD 29 (??/??/92)    6.549  (m)           21.49   (f) ADJ UNCH    2 0
 EA0667
 EA0667.Superseded values are not recommended for survey control.
 EA0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0667.See file dsdata.txt to determine how the superseded data were derived.
 EA0667
 EA0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC326715(NAD 83)
 EA0667_MARKER: DR = REFERENCE MARK DISK
 EA0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0667_STAMPING: BEND NO 1 1932
 EA0667_MARK LOGO: CGS   
 EA0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0667+STABILITY: SURFACE MOTION
 EA0667
 EA0667  HISTORY     - Date     Condition        Report By
 EA0667  HISTORY     - 1932     MONUMENTED       CGS
 EA0667  HISTORY     - 1963     GOOD             CGS
 EA0667  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA0667
 EA0667                          STATION DESCRIPTION
 EA0667
 EA0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0667'1.2 MI N FROM CAROLINA BEACH.
 EA0667'1.0 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0667'CHURCH AT CAROLINA BEACH, THENCE ABOUT 0.15 MILE EAST ALONG A
 EA0667'SAND ROAD, ABOUT 0.25 MILE SOUTHEAST OF A HIGHWAY BRIDGE OVER
 EA0667'INLAND WATERWAY, 108.6 FEET SOUTHEAST OF TRIANGULATION STATION
 EA0667'BEND, 16 FEET NORTH NORTHEAST OF A PUMP, AND SET IN THE TOP OF
 EA0667'A CONCRETE POST PROJECTING 4 INCHES.
 EA0667
 EA0667                          STATION RECOVERY (2004)
 EA0667
 EA0667'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0666 ***********************************************************************
 EA0666  DESIGNATION -  BEND RM 3 AZIMUTH
 EA0666  PID         -  EA0666
 EA0666  STATE/COUNTY-  NC/NEW HANOVER
 EA0666  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0666
 EA0666                         *CURRENT SURVEY CONTROL
 EA0666  ___________________________________________________________________
 EA0666* NAD 83(1986)-  34 03 03.     (N)    077 53 46.     (W)     SCALED    
 EA0666* NAVD 88     -         6.075  (meters)      19.93   (feet)  ADJUSTED  
 EA0666  ___________________________________________________________________
 EA0666  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA0666  DYNAMIC HT  -           6.069 (meters)      19.91  (feet)  COMP
 EA0666  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 EA0666
 EA0666  VERT ORDER  -  SECOND    CLASS 0
 EA0666
 EA0666.The horizontal coordinates were scaled from a topographic map and have
 EA0666.an estimated accuracy of +/- 6 seconds.
 EA0666
 EA0666.The orthometric height was determined by differential leveling
 EA0666.and adjusted in June 1991.
 EA0666
 EA0666.The geoid height was determined by GEOID03.
 EA0666
 EA0666.The dynamic height is computed by dividing the NAVD 88
 EA0666.geopotential number by the normal gravity value computed on the
 EA0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0666.degrees latitude (g = 980.6199 gals.).
 EA0666
 EA0666.The modeled gravity was interpolated from observed gravity values.
 EA0666
 EA0666;                    North         East    Units  Estimated Accuracy
 EA0666;SPC NC       -    33,940.      711,530.      MT  (+/- 180 meters Scaled)
 EA0666
 EA0666                          SUPERSEDED SURVEY CONTROL
 EA0666
 EA0666  NGVD 29 (??/??/92)    6.364  (m)           20.88   (f) ADJ UNCH    2 0
 EA0666
 EA0666.Superseded values are not recommended for survey control.
 EA0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0666.See file dsdata.txt to determine how the superseded data were derived.
 EA0666
 EA0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC326715(NAD 83)
 EA0666_MARKER: DZ = AZIMUTH MARK DISK
 EA0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0666_STAMPING: BEND NO 3 1918
 EA0666_MARK LOGO: CGS   
 EA0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0666+STABILITY: SURFACE MOTION
 EA0666
 EA0666  HISTORY     - Date     Condition        Report By
 EA0666  HISTORY     - 1962     MONUMENTED       CGS
 EA0666  HISTORY     - 1963     GOOD             CGS
 EA0666
 EA0666                          STATION DESCRIPTION
 EA0666
 EA0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0666'1.2 MI N FROM CAROLINA BEACH.
 EA0666'1.0 MILE NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0666'CHURCH AT CAROLINA BEACH, THENCE ABOUT 0.15 MILE EAST-SOUTHEAST
 EA0666'ALONG A SAND ROAD, ABOUT 0.25 MILE SOUTHEAST OF THE HIGHWAY
 EA0666'BRIDGE OVER INLAND WATERWAY, ABOUT 123 YARDS NORTHEAST OF
 EA0666'TRIANGULATION STATION BEND, DESCRIBED, 75 FEET NORTH-NORTHEAST
 EA0666'OF THE CENTER LINE (APPROXIMATE) OF THE SAND ROAD, 5 FEET
 EA0666'SOUTHWEST OF A METAL WITNESS POST, AND SET IN TOP OF A CONCRETE
 EA0666'POST FLUSH WITH THE GROUND.  NOTE-- THIS IS AN AZIMUTH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4213 ***********************************************************************
 EY4213  DESIGNATION -  BENDER
 EY4213  PID         -  EY4213
 EY4213  STATE/COUNTY-  NC/PITT
 EY4213  USGS QUAD   -  GREENVILLE NW (1982)
 EY4213
 EY4213                         *CURRENT SURVEY CONTROL
 EY4213  ___________________________________________________________________
 EY4213* NAD 83(2001)-  35 41 16.44892(N)    077 26 34.14065(W)     ADJUSTED  
 EY4213* NAVD 88     -         9.886  (meters)      32.43   (feet)  ADJUSTED  
 EY4213  ___________________________________________________________________
 EY4213  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 EY4213  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EY4213  DYNAMIC HT  -           9.878 (meters)      32.41  (feet)  COMP
 EY4213  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 EY4213
 EY4213  HORZ ORDER  -  SECOND
 EY4213  VERT ORDER  -  SECOND    CLASS II
 EY4213
 EY4213.The horizontal coordinates were established by classical geodetic methods
 EY4213.and adjusted by the National Geodetic Survey in August 2005.
 EY4213
 EY4213.The orthometric height was determined by differential leveling
 EY4213.and adjusted in July 1999.
 EY4213
 EY4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4213
 EY4213.The geoid height was determined by GEOID03.
 EY4213
 EY4213.The dynamic height is computed by dividing the NAVD 88
 EY4213.geopotential number by the normal gravity value computed on the
 EY4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4213.degrees latitude (g = 980.6199 gals.).
 EY4213
 EY4213.The modeled gravity was interpolated from observed gravity values.
 EY4213
 EY4213;                    North         East     Units Scale Factor Converg.
 EY4213;SPC NC       -   216,079.491   750,534.047   MT  0.99990148   +0 53 55.5
 EY4213;SPC NC       -   708,920.80  2,462,377.12   sFT  0.99990148   +0 53 55.5
 EY4213;UTM  18      - 3,952,083.152   278,948.940   MT  1.00020217   -1 25 32.3
 EY4213
 EY4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4213!SPC NC       -   1.00000405  x   0.99990148  =   0.99990552
 EY4213!UTM  18      -   1.00000405  x   1.00020217  =   1.00020622
 EY4213
 EY4213                          SUPERSEDED SURVEY CONTROL
 EY4213
 EY4213  NAD 83(1986)-  35 41 16.45978(N)    077 26 34.15013(W) AD(       ) 2
 EY4213  NGVD 29 (10/26/90)   10.30   (m)           33.8    (f) LEVELING    3  
 EY4213
 EY4213.Superseded values are not recommended for survey control.
 EY4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4213.See file dsdata.txt to determine how the superseded data were derived.
 EY4213
 EY4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7894952083(NAD 83)
 EY4213_MARKER: DH = HORIZONTAL CONTROL DISK
 EY4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4213_STAMPING: BENDER 1980
 EY4213_MARK LOGO: NCGS  
 EY4213_PROJECTION: FLUSH
 EY4213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4213+STABILITY: SURFACE MOTION
 EY4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4213+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 EY4213
 EY4213  HISTORY     - Date     Condition        Report By
 EY4213  HISTORY     - 1980     MONUMENTED       NCGS
 EY4213  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EY4213  HISTORY     - 19920210 GOOD             NCGS
 EY4213  HISTORY     - 19990428 GOOD             NCGS
 EY4213  HISTORY     - 20060121 GOOD             USPSQD
 EY4213
 EY4213                          STATION DESCRIPTION
 EY4213
 EY4213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY4213'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES SOUTHEAST OF BELVOIR
 EY4213'AND 6.5 MILES NORTHWEST OF GREENVILLE.
 EY4213'
 EY4213'TO REACH STATION FROM INTERSECTION OF NC33 WITH NC 222 AT BELVOIR WEST
 EY4213'OF GREENVILLE, PROCEED EASTERLY ALONG NC 33 FOR 1.9 MILES TO STATION
 EY4213'ON THE LEFT APPROXIMATELY 40 FEET NORTHWEST OF A FIELD DRAINAGE DITCH
 EY4213'AND 0.3 MILE NORTHWEST OF SR 1415.
 EY4213'
 EY4213'STATION MARK IS A STANDARD DISK STAMPED---BENDER 1980---SET IN TOP OF
 EY4213'A 6 INCH CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW GROUND SURFACE.
 EY4213'THE MARK IS 29.8 FEET NORTHEAST OF CENTERLINE OF NC 33, 15.6 FEET
 EY4213'NORTHWEST OF POWER POLE WITH REFERENCE TAG, 3.5 FEET SOUTHWEST OF
 EY4213'GUIDE WIRE ANCHOR AND 19.1 FEET NORTH-NORTHWEST OF EAST END OF CULVERT
 EY4213'UNDER NC 33.
 EY4213
 EY4213                          STATION RECOVERY (1989)
 EY4213
 EY4213'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY4213'MARK NOT FOUND.
 EY4213
 EY4213                          STATION RECOVERY (1992)
 EY4213
 EY4213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY4213'RECOVERED AS DESCRIBED. MARK IS LOCATED 9.4 FT (2.9 M) NORTHWEST OF A
 EY4213'POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG.
 EY4213
 EY4213                          STATION RECOVERY (1999)
 EY4213
 EY4213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY4213'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 EY4213'THE GUY WIRE ANCHOR IS GONE.
 EY4213
 EY4213                          STATION RECOVERY (2006)
 EY4213
 EY4213'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY4213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8285 ***********************************************************************
 AI8285  DESIGNATION -  BENDER
 AI8285  PID         -  AI8285
 AI8285  STATE/COUNTY-  NC/WARREN
 AI8285  USGS QUAD   -  MIDDLEBURG (1982)
 AI8285
 AI8285                         *CURRENT SURVEY CONTROL
 AI8285  ___________________________________________________________________
 AI8285* NAD 83(2001)-  36 25 28.93657(N)    078 16 02.80583(W)     ADJUSTED  
 AI8285* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 AI8285  ___________________________________________________________________
 AI8285  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 AI8285  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AI8285  HORZ ORDER  -  SECOND
 AI8285
 AI8285.The horizontal coordinates were established by classical geodetic methods
 AI8285.and adjusted by the National Geodetic Survey in August 2005.
 AI8285
 AI8285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8285
 AI8285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8285
 AI8285.The geoid height was determined by GEOID03.
 AI8285
 AI8285;                    North         East     Units Scale Factor Converg.
 AI8285;SPC NC       -   296,970.320   675,299.827   MT  1.00008225   +0 25 22.1
 AI8285;SPC NC       -   974,310.12  2,215,546.18   sFT  1.00008225   +0 25 22.1
 AI8285;UTM  17      - 4,034,526.245   744,978.936   MT  1.00033949   +1 37 23.9
 AI8285
 AI8285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8285!SPC NC       -   0.99998531  x   1.00008225  =   1.00006756
 AI8285!UTM  17      -   0.99998531  x   1.00033949  =   1.00032480
 AI8285
 AI8285                          SUPERSEDED SURVEY CONTROL
 AI8285
 AI8285  NAD 83(1986)-  36 25 28.93841(N)    078 16 02.82291(W) AD(       ) 2
 AI8285  NGVD 29 (08/31/00)  126.8    (m)          416.     (f) VERT ANG    3  
 AI8285
 AI8285.Superseded values are not recommended for survey control.
 AI8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8285.See file dsdata.txt to determine how the superseded data were derived.
 AI8285
 AI8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4497934526(NAD 83)
 AI8285_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8285_STAMPING: BENDER 1984
 AI8285_MARK LOGO: NCGS  
 AI8285_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8285+STABILITY: SURFACE MOTION
 AI8285
 AI8285  HISTORY     - Date     Condition        Report By
 AI8285  HISTORY     - 1984     MONUMENTED       NCGS
 AI8285
 AI8285                          STATION DESCRIPTION
 AI8285
 AI8285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8285'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST-NORTHEAST OF MANSON,
 AI8285'AND ABOUT 6.3 KM (3.9 MI) WEST-SOUTHWEST OF NORLINA. ALONG US 1 FOR
 AI8285'1.6 KM (1.0 MI) EAST-NORTHEAST FROM THE US POST OFFICE IN MANSON, OR
 AI8285'0.3 KM (0.2 MI) WEST-SOUTHWEST OF THE SR 1235 INTERSECTION, IN A
 AI8285'PASTURE, AT THE TOP OF A CUT, AND NEAR A POWER POLE. THE STATION IS A
 AI8285'STANDARD NCGS DISK STAMPED---BENDER 1984---, SET INTO THE TOP OF A
 AI8285'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 AI8285'2.25 M (7.4 FT) NORTH FROM THE FENCE LINE, 101.2 M (332 FT)
 AI8285'WEST-SOUTHWEST FROM THE CENTER OF THE PASTURE GATE,--AND 3.35 M (11.0
 AI8285'FT) EAST-NORTHEAST FROM A POWER POLE, 71.50 M (234.6 FT) SOUTH FROM A
 AI8285'18 INCH TRIPLE TRUNK HOLLY, AND 8.93 M (29.3 FT) WEST FROM A FENCE
 AI8285'POST--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1791 ***********************************************************************
 FA1791  DESIGNATION -  BENDIX
 FA1791  PID         -  FA1791
 FA1791  STATE/COUNTY-  NC/ROWAN
 FA1791  USGS QUAD   -  SALISBURY (1987)
 FA1791
 FA1791                         *CURRENT SURVEY CONTROL
 FA1791  ___________________________________________________________________
 FA1791* NAD 83(2001)-  35 39 15.77300(N)    080 27 52.56544(W)     ADJUSTED  
 FA1791* NAVD 88     -       228.6    (meters)     750.     (feet)  VERTCON   
 FA1791  ___________________________________________________________________
 FA1791  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 FA1791  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FA1791  HORZ ORDER  -  SECOND
 FA1791
 FA1791.The horizontal coordinates were established by classical geodetic methods
 FA1791.and adjusted by the National Geodetic Survey in August 2005.
 FA1791
 FA1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1791
 FA1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1791
 FA1791.The geoid height was determined by GEOID03.
 FA1791
 FA1791;                    North         East     Units Scale Factor Converg.
 FA1791;SPC NC       -   212,233.477   476,992.000   MT  0.99989721   -0 50 43.2
 FA1791;SPC NC       -   696,302.67  1,564,931.25   sFT  0.99989721   -0 50 43.2
 FA1791;UTM  17      - 3,945,747.393   548,464.091   MT  0.99962894   +0 18 43.5
 FA1791
 FA1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1791!SPC NC       -   0.99996900  x   0.99989721  =   0.99986622
 FA1791!UTM  17      -   0.99996900  x   0.99962894  =   0.99959796
 FA1791
 FA1791:                Primary Azimuth Mark                     Grid Az
 FA1791:SPC NC       -  FORGE                                    229 33 42.4
 FA1791:UTM  17      -  FORGE                                    228 24 15.7
 FA1791
 FA1791|---------------------------------------------------------------------|
 FA1791| PID    Reference Object                     Distance      Geod. Az  |
 FA1791|                                                           dddmmss.s |
 FA1791| FA1801 FORGE                               APPROX. 1.1 KM 2284259.2 |
 FA1791|---------------------------------------------------------------------|
 FA1791
 FA1791                          SUPERSEDED SURVEY CONTROL
 FA1791
 FA1791  NAD 83(1986)-  35 39 15.78567(N)    080 27 52.57121(W) AD(       ) 2
 FA1791  NAD 27      -  35 39 15.28121(N)    080 27 53.36092(W) AD(       ) 2
 FA1791  NGVD 29 (07/19/86)  228.8    (m)          751.     (f) VERT ANG    3  
 FA1791
 FA1791.Superseded values are not recommended for survey control.
 FA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1791.See file dsdata.txt to determine how the superseded data were derived.
 FA1791
 FA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4846445747(NAD 83)
 FA1791_MARKER: DE = TRAVERSE STATION DISK
 FA1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1791+STABILITY: SURFACE MOTION
 FA1791
 FA1791  HISTORY     - Date     Condition        Report By
 FA1791  HISTORY     - 1964     MONUMENTED       NCGS
 FA1791  HISTORY     - 19900814 MARK NOT FOUND   NCGS
 FA1791
 FA1791                          STATION DESCRIPTION
 FA1791
 FA1791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA1791'BENDIX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1791'THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA1791'
 FA1791'BENDIX IS 1.0 MILE S OF SALISBURY, LOCATED 0.4 MILES SW ALONG
 FA1791'I 85 FROM U.S. 52.  1.1 MILES NE OF BRIDGE OVER I 85 ON KLUMAC
 FA1791'ST.  0.6 MILES NE OF BRIDGE OVER CAROLINA AND NORTHWESTERN
 FA1791'RAILROAD.  APPROXIMATELY 500 FT W OF HOWARD JOHNSON RESTAURANT
 FA1791'AND APPROXIMATELY 500 FT N OF BENDIX WESTINGHOUSE PLANT.
 FA1791'
 FA1791'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1791'BENDIX 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1791'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1791'
 FA1791'MARK IS
 FA1791'
 FA1791'7.0 FT NW OF EDGE OF BLACK TOP PAVEMENT
 FA1791'
 FA1791'29.2 FT NW OF C/L OF S. BOUND LANE OF I 85
 FA1791'
 FA1791'43.5 FT SW OF 4 INCH STEEL SIGN POST I 85
 FA1791'
 FA1791'34.3 FT SE OF 3 LEAD NAILS IN 9 INCH OAK
 FA1791'
 FA1791'37.3 FT E OF 3 LEAD NAILS IN 8 INCH OAK
 FA1791'
 FA1791'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1791
 FA1791                          STATION RECOVERY (1990)
 FA1791
 FA1791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA1791'AN INSTRUMENT SEARCH WAS MADE--MARK COULD NOT BE LOCATED AND IS
 FA1791'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2422 ***********************************************************************
 EZ2422  DESIGNATION -  BENEATH
 EZ2422  PID         -  EZ2422
 EZ2422  STATE/COUNTY-  NC/WAKE
 EZ2422  USGS QUAD   -  ZEBULON (1981)
 EZ2422
 EZ2422                         *CURRENT SURVEY CONTROL
 EZ2422  ___________________________________________________________________
 EZ2422* NAD 83(2001)-  35 50 07.10093(N)    078 20 36.56352(W)     ADJUSTED  
 EZ2422* NAVD 88     -        88.470  (meters)     290.26   (feet)  ADJUSTED  
 EZ2422  ___________________________________________________________________
 EZ2422  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 EZ2422  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EZ2422  DYNAMIC HT  -          88.392 (meters)     290.00  (feet)  COMP
 EZ2422  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 EZ2422
 EZ2422  HORZ ORDER  -  SECOND
 EZ2422  VERT ORDER  -  SECOND    CLASS II
 EZ2422
 EZ2422.The horizontal coordinates were established by classical geodetic methods
 EZ2422.and adjusted by the National Geodetic Survey in August 2005.
 EZ2422
 EZ2422.The orthometric height was determined by differential leveling
 EZ2422.and adjusted in June 1991.
 EZ2422
 EZ2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2422
 EZ2422.The geoid height was determined by GEOID03.
 EZ2422
 EZ2422.The dynamic height is computed by dividing the NAVD 88
 EZ2422.geopotential number by the normal gravity value computed on the
 EZ2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2422.degrees latitude (g = 980.6199 gals.).
 EZ2422
 EZ2422.The modeled gravity was interpolated from observed gravity values.
 EZ2422
 EZ2422;                    North         East     Units Scale Factor Converg.
 EZ2422;SPC NC       -   231,523.877   668,912.507   MT  0.99992435   +0 22 44.1
 EZ2422;SPC NC       -   759,591.25  2,194,590.45   sFT  0.99992435   +0 22 44.1
 EZ2422;UTM  17      - 3,968,939.740   739,949.038   MT  1.00030952   +1 33 21.7
 EZ2422
 EZ2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2422!SPC NC       -   0.99999144  x   0.99992435  =   0.99991579
 EZ2422!UTM  17      -   0.99999144  x   1.00030952  =   1.00030096
 EZ2422
 EZ2422:                Primary Azimuth Mark                     Grid Az
 EZ2422:SPC NC       -  LITTLE RIVER                             241 21 55.2
 EZ2422:UTM  17      -  LITTLE RIVER                             240 11 17.6
 EZ2422
 EZ2422|---------------------------------------------------------------------|
 EZ2422| PID    Reference Object                     Distance      Geod. Az  |
 EZ2422|                                                           dddmmss.s |
 EZ2422| EZ2424 LITTLE RIVER                        APPROX. 1.6 KM 2414439.3 |
 EZ2422|---------------------------------------------------------------------|
 EZ2422
 EZ2422                          SUPERSEDED SURVEY CONTROL
 EZ2422
 EZ2422  NAD 83(1986)-  35 50 07.10697(N)    078 20 36.57457(W) AD(       ) 2
 EZ2422  NAD 27      -  35 50 06.55148(N)    078 20 37.57475(W) AD(       ) 2
 EZ2422  NGVD 29 (??/??/92)   88.753  (m)          291.18   (f) ADJ UNCH    2 2
 EZ2422
 EZ2422.Superseded values are not recommended for survey control.
 EZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2422.See file dsdata.txt to determine how the superseded data were derived.
 EZ2422
 EZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3994968940(NAD 83)
 EZ2422_MARKER: DE = TRAVERSE STATION DISK
 EZ2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2422_STAMPING: BENEATH 1976
 EZ2422_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2422+STABILITY: SURFACE MOTION
 EZ2422
 EZ2422  HISTORY     - Date     Condition        Report By
 EZ2422  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2422  HISTORY     - 1976     GOOD             NCGS
 EZ2422  HISTORY     - 1976     GOOD             NCGS
 EZ2422  HISTORY     - 1987     GOOD             USPSQD
 EZ2422
 EZ2422                          STATION DESCRIPTION
 EZ2422
 EZ2422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2422'BENEATH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2422'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ2422'
 EZ2422'BENEATH IS LOCATED APPROXIMATELY 1.8 MILES WNW OF ZEBULON AND
 EZ2422'3.8 MILES NNE OF WENDELL.  TO REACH STATION FROM THE U.S. 64
 EZ2422'BYPASS UNDERPASS OF NC 96 AT NORTH EDGE OF ZEBULON, PROCEED
 EZ2422'WESTERLY ALONG U.S. 64 FOR 1.3 MILES TO STATION ON RIGHT, IN
 EZ2422'SHOULDER OF HIGHWAY, 0.45 MILE WEST OF THE SR 2368 OVERPASS AND
 EZ2422'0.55 MILE NORTHEAST OF BRIDGE OVER LITTLE RIVER.
 EZ2422'
 EZ2422'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2422'BENEATH 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2422'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2422'
 EZ2422'MARK IS 26.8 FT N OF C/L OF U.S. 64 WEST BOUND LANE
 EZ2422'
 EZ2422'73.9 FT S OF FENCE LINE
 EZ2422'
 EZ2422'80.4 FT SSE OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2422'
 EZ2422'73.5 FT S OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2422'
 EZ2422'77.4 FT SSW OF CENTER FENCE BRACE POST WITH ALUMINUM REF. TAG
 EZ2422'
 EZ2422'89.5 FT SW OF 6 INCH POPLAR WITH ALUMINUM REF. TAG
 EZ2422'
 EZ2422'121.8 FT WSW OF NORTH END OF CONCRETE CULVERT UNDER U.S. 64 WEST
 EZ2422
 EZ2422                          STATION RECOVERY (1976)
 EZ2422
 EZ2422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 EZ2422'STATION RECOVERED IN GOOD CONDITION.
 EZ2422
 EZ2422                          STATION RECOVERY (1976)
 EZ2422
 EZ2422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2422'1.8 MI WNW FROM ZEBULON.
 EZ2422'TO REACH STATION FROM THE US 64 BYPASS UNDERPASS OF NC 96 AT NORTH
 EZ2422'EDGE OF ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 1.3 MILES TO STATION
 EZ2422'ON RIGHT, IN SHOULDER OF HIGHWAY.  0.45 MILE WEST OF THE SR 2368
 EZ2422'OVERPASS AND 0.55 MILE NORTHEAST OF BRIDGE OVER LITTLE RIVER. 26.8 FT.
 EZ2422'N OF CENTERLINE OF US 64 WEST BOUND LANE, 73.9 FT. S OF FENCE LINE,
 EZ2422'80.4 FT. SSE OF FENCE POST WITH ALUMINUM REF. TAG, 73.5 FT. S OF FENCE
 EZ2422'POST WITH ALUMINUM REF. TAG, 77.4 FT. SSW OF CENTER FENCE BRACE POST
 EZ2422'WITH ALUMINUM REF. TAG, 89.5 FT. SW OF 6 INCH POPLAR WITH ALUMINUM
 EZ2422'REF. TAG AND 121.8 FT. WSW OF NORTH END OF CONCRETE CULVERT UNDER US
 EZ2422'64 WEST.  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2422'6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2422
 EZ2422                          STATION RECOVERY (1987)
 EZ2422
 EZ2422'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3363 ***********************************************************************
 FA3363  DESIGNATION -  BENFIELD
 FA3363  PID         -  FA3363
 FA3363  STATE/COUNTY-  NC/CALDWELL
 FA3363  USGS QUAD   -  DREXEL (1993)
 FA3363
 FA3363                         *CURRENT SURVEY CONTROL
 FA3363  ___________________________________________________________________
 FA3363* NAD 83(2001)-  35 51 32.63268(N)    081 36 17.11652(W)     ADJUSTED  
 FA3363* NAVD 88     -       349.988  (meters)    1148.25   (feet)  ADJUSTED  
 FA3363  ___________________________________________________________________
 FA3363  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FA3363  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FA3363  DYNAMIC HT  -         349.650 (meters)    1147.14  (feet)  COMP
 FA3363  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 FA3363
 FA3363  HORZ ORDER  -  SECOND
 FA3363  VERT ORDER  -  SECOND    CLASS II
 FA3363
 FA3363.The horizontal coordinates were established by classical geodetic methods
 FA3363.and adjusted by the National Geodetic Survey in August 2005.
 FA3363
 FA3363.The orthometric height was determined by differential leveling
 FA3363.and adjusted in July 1999.
 FA3363
 FA3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3363
 FA3363.The geoid height was determined by GEOID03.
 FA3363
 FA3363.The dynamic height is computed by dividing the NAVD 88
 FA3363.geopotential number by the normal gravity value computed on the
 FA3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3363.degrees latitude (g = 980.6199 gals.).
 FA3363
 FA3363.The modeled gravity was interpolated from observed gravity values.
 FA3363
 FA3363;                    North         East     Units Scale Factor Converg.
 FA3363;SPC NC       -   237,049.999   374,373.559   MT  0.99992865   -1 30 12.2
 FA3363;SPC NC       -   777,721.54  1,228,257.25   sFT  0.99992865   -1 30 12.2
 FA3363;UTM  17      - 3,968,485.652   445,397.771   MT  0.99963674   -0 21 15.4
 FA3363
 FA3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3363!SPC NC       -   0.99995015  x   0.99992865  =   0.99987880
 FA3363!UTM  17      -   0.99995015  x   0.99963674  =   0.99958691
 FA3363
 FA3363:                Primary Azimuth Mark                     Grid Az
 FA3363:SPC NC       -  FLOWER                                   218 00 18.1
 FA3363:UTM  17      -  FLOWER                                   216 51 21.3
 FA3363
 FA3363|---------------------------------------------------------------------|
 FA3363| PID    Reference Object                     Distance      Geod. Az  |
 FA3363|                                                           dddmmss.s |
 FA3363| FA3366 FLOWER                              APPROX. 1.0 KM 2163005.9 |
 FA3363|---------------------------------------------------------------------|
 FA3363
 FA3363                          SUPERSEDED SURVEY CONTROL
 FA3363
 FA3363  NAD 83(1995)-  35 51 32.63452(N)    081 36 17.11803(W) AD(       ) 2
 FA3363  NAD 83(1986)-  35 51 32.64031(N)    081 36 17.12084(W) AD(       ) 2
 FA3363  NAD 27      -  35 51 32.17825(N)    081 36 17.77986(W) AD(       ) 2
 FA3363  NGVD 29 (07/19/86)  350.2    (m)         1149.     (f) VERT ANG    3  
 FA3363
 FA3363.Superseded values are not recommended for survey control.
 FA3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3363.See file dsdata.txt to determine how the superseded data were derived.
 FA3363
 FA3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4539868486(NAD 83)
 FA3363_MARKER: DE = TRAVERSE STATION DISK
 FA3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3363_STAMPING: BENFIELD 1969
 FA3363_MARK LOGO: NCGS  
 FA3363_PROJECTION: FLUSH
 FA3363_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3363+STABILITY: SURFACE MOTION
 FA3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3363+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 FA3363
 FA3363  HISTORY     - Date     Condition        Report By
 FA3363  HISTORY     - 1969     MONUMENTED       NCGS
 FA3363  HISTORY     - 19980604 GOOD             NCGS
 FA3363
 FA3363                          STATION DESCRIPTION
 FA3363
 FA3363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3363'BENFIELD IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA3363'ESTABLISHED IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3363'
 FA3363'BENFIELD IS LOCATED APPROXIMATELY 5.3 MILES SOUTHWEST OF
 FA3363'LENOIR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 18
 FA3363'BUS. AND NC 18 BYPASS SOUTHWEST OF THE CENTER OF LENOIR, GO
 FA3363'SOUTHWEST ON NC 18 FOR 2.55 MILES TO INTERSECTION OF NC 18 AND SR
 FA3363'1143 (ROCKY RD.), CONTINUE 0.1 MILE TO INTERSECTION OF NC 18 AND
 FA3363'SR 1325 (OLD MORGANTON RD.), CONTINUE ON NC 18 FOR 9.55 MILE
 FA3363'TO STATION ON LEFT IN CORNER OF PROPERTY OWNED BY C.L.
 FA3363'BENFIELD, AND 0.05 MILE NORTHEAST OF SR 1198 (GRAVEL ROAD).
 FA3363'
 FA3363'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3363'BENFIELD 1969, SET IN THE TOP OF A CONCRETE CYLINDER THE TOP OF
 FA3363'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3363'
 FA3363'MARK IS
 FA3363'
 FA3363'40.3 FT SE OF C/L OF NC 18
 FA3363'
 FA3363'55.7 FT SW OF PP M 113 WITH ALUMINUM REF. TAG
 FA3363'
 FA3363'32.5 FT SW OF C/L OF GRAVEL DRIVE
 FA3363'
 FA3363'88.5 FT NW OF LAMP POLE 1176 WITH ALUMINUM REF. TAG
 FA3363'
 FA3363'38.8 FT N OF NE CORNER OF BRICK PILLAR ON PORCH
 FA3363
 FA3363                          STATION RECOVERY (1998)
 FA3363
 FA3363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FA3363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4527 ***********************************************************************
 AE4527  DESIGNATION -  BENFIELD
 AE4527  PID         -  AE4527
 AE4527  STATE/COUNTY-  NC/IREDELL
 AE4527  USGS QUAD   -  TROUTMAN (1993)
 AE4527
 AE4527                         *CURRENT SURVEY CONTROL
 AE4527  ___________________________________________________________________
 AE4527* NAD 83(2007)-  35 40 29.49919(N)    080 55 03.78920(W)     ADJUSTED  
 AE4527* NAVD 88     -       265.7    (meters)     872.     (feet)  GPS OBS   
 AE4527  ___________________________________________________________________
 AE4527  EPOCH DATE  -        2002.00
 AE4527  X           -     818,830.998 (meters)                     COMP
 AE4527  Y           -  -5,122,275.890 (meters)                     COMP
 AE4527  Z           -   3,699,081.894 (meters)                     COMP
 AE4527  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AE4527  ELLIP HEIGHT-         233.942 (meters)          (02/10/07) ADJUSTED
 AE4527  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 AE4527
 AE4527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4527  Type    PID    Designation                      North   East  Ellip
 AE4527  -------------------------------------------------------------------
 AE4527  NETWORK AE4527 BENFIELD                          0.88   0.65   1.20
 AE4527  -------------------------------------------------------------------
 AE4527
 AE4527.The horizontal coordinates were established by GPS observations
 AE4527.and adjusted by the National Geodetic Survey in February 2007.
 AE4527
 AE4527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4527.The horizontal coordinates are valid at the epoch date displayed above.
 AE4527.The epoch date for horizontal control is a decimal equivalence
 AE4527.of Year/Month/Day.
 AE4527
 AE4527.The orthometric height was determined by GPS observations and a
 AE4527.high-resolution geoid model.
 AE4527
 AE4527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4527
 AE4527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4527
 AE4527.The ellipsoidal height was determined by GPS observations
 AE4527.and is referenced to NAD 83.
 AE4527
 AE4527.The geoid height was determined by GEOID03.
 AE4527
 AE4527;                    North         East     Units Scale Factor Converg.
 AE4527;SPC NC       -   215,203.997   436,013.812   MT  0.99989978   -1 06 24.7
 AE4527;SPC NC       -   706,048.45  1,430,488.65   sFT  0.99989978   -1 06 24.7
 AE4527;UTM  17      - 3,947,889.869   507,446.092   MT  0.99960068   +0 02 52.7
 AE4527
 AE4527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4527!SPC NC       -   0.99996328  x   0.99989978  =   0.99986307
 AE4527!UTM  17      -   0.99996328  x   0.99960068  =   0.99956398
 AE4527
 AE4527                          SUPERSEDED SURVEY CONTROL
 AE4527
 AE4527  NAD 83(2001)-  35 40 29.49939(N)    080 55 03.78911(W) AD(       ) 1
 AE4527  ELLIP H (03/13/03)  233.935  (m)                       GP(       ) 4 2
 AE4527  NAD 83(1986)-  35 40 29.50912(N)    080 55 03.79549(W) AD(       ) 1
 AE4527  NGVD 29 (11/20/97)  265.9    (m)          872.     (f) GPS OBS     3  
 AE4527
 AE4527.Superseded values are not recommended for survey control.
 AE4527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4527.See file dsdata.txt to determine how the superseded data were derived.
 AE4527
 AE4527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0744647890(NAD 83)
 AE4527_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4527_STAMPING: BENFIELD 1991
 AE4527_MARK LOGO: NCGS  
 AE4527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4527+STABILITY: SURFACE MOTION
 AE4527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4527+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE4527
 AE4527  HISTORY     - Date     Condition        Report By
 AE4527  HISTORY     - 1991     MONUMENTED       NCGS
 AE4527
 AE4527                          STATION DESCRIPTION
 AE4527
 AE4527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 AE4527'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 AE4527'STATESVILLE AND 2.5 MI (4.0 KM) SOUTHWEST OF TROUTMAN. PROCEED ALONG
 AE4527'SR 1005 (OLD MOUNTAIN ROAD) FOR 0.35 MI (0.56 KM) WEST FROM US 21-NC
 AE4527'115 (IN TROUTMAN), THENCE SOUTHWEST FOR 2.0 MI (3.2 KM) ALONG SR 1328
 AE4527'(EAST MONBO ROAD), THENCE SOUTH FOR 1.45 MI (2.33 KM) ALONG SR 1322
 AE4527'(HICKS CREEK ROAD) TO THE STATION, IN EDGE OF THE BENFIELD YARD, ON
 AE4527'THE WEST SIDE OF THE ROAD, OR 0.55 MI (0.89 KM) NORTH OF SR 1321
 AE4527'(STATE PARK ROAD). MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND
 AE4527'RECESSED 2 INCHES BELOW GROUND. LOCATED 21.0 FT (6.4 M) SOUTHWEST OF
 AE4527'THE CENTERLINE OF SR 1322 N (HICKS CREEK ROAD), 116.2 FT (35.4 M)
 AE4527'NORTHWEST OF THE SOUTHWEST END OF A DRIVEWAY CULVERT--AND 61.7 FT
 AE4527'(18.8 M) NORTH-NORTHWEST OF A POWER POLE, 63.3 FT (19.3 M) NORTHEAST
 AE4527'OF AN 8-INCH DOGWOOD TREE, 192.1 FT (58.6 M) SOUTHEAST OF A POWER
 AE4527'POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3451 ***********************************************************************
 FA3451  DESIGNATION -  BENN RESET
 FA3451  PID         -  FA3451
 FA3451  STATE/COUNTY-  NC/CLEVELAND
 FA3451  USGS QUAD   -  BENN KNOB (1984)
 FA3451
 FA3451                         *CURRENT SURVEY CONTROL
 FA3451  ___________________________________________________________________
 FA3451* NAD 83(2001)-  35 33 55.11598(N)    081 39 37.21051(W)     ADJUSTED  
 FA3451* NAVD 88     -       882.1    (meters)    2894.     (feet)  VERTCON   
 FA3451  ___________________________________________________________________
 FA3451  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 FA3451  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 FA3451  HORZ ORDER  -  SECOND
 FA3451
 FA3451.The horizontal coordinates were established by classical geodetic methods
 FA3451.and adjusted by the National Geodetic Survey in August 2005.
 FA3451
 FA3451.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3451
 FA3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3451
 FA3451.The geoid height was determined by GEOID03.
 FA3451
 FA3451;                    North         East     Units Scale Factor Converg.
 FA3451;SPC NC       -   204,604.721   368,482.057   MT  0.99988752   -1 32 07.7
 FA3451;SPC NC       -   671,273.99  1,208,928.22   sFT  0.99988752   -1 32 07.7
 FA3451;UTM  17      - 3,935,937.293   440,160.141   MT  0.99964413   -0 23 02.7
 FA3451
 FA3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3451!SPC NC       -   0.99986656  x   0.99988752  =   0.99975409
 FA3451!UTM  17      -   0.99986656  x   0.99964413  =   0.99951074
 FA3451
 FA3451|---------------------------------------------------------------------|
 FA3451| PID    Reference Object                     Distance      Geod. Az  |
 FA3451|                                                           dddmmss.s |
 FA3451| FA3964 BENN RM 2                            16.013 METERS 00859     |
 FA3451| FA3083 HIBRITEN MOUNTAIN                   APPROX.40.9 KM 0220906.8 |
 FA3451| FA3965 BENN RM 3 AZIMUTH                                  0243342.2 |
 FA3451| FA3413 WEST DROWNING CREEK MOUNTAIN        APPROX.20.1 KM 0372106.8 |
 FA3451| FA3404 EAST DROWNING CREEK MOUNTAIN        APPROX.20.2 KM 0432736.8 |
 FA3451| FA3026 BAKERS KNOB                         APPROX.25.7 KM 0653955.0 |
 FA3451| FA3242 LINCOLTON COURTHOUSE CUPOLA         APPROX.38.0 KM 1054703.9 |
 FA3451| FA3108 SPENCER MOUNTAIN                    APPROX.57.8 KM 1205014.4 |
 FA3451| FA3119 DALLAS COURTHOUSE CUPOLA            APPROX.51.9 KM 1220306.0 |
 FA3451| FA3219 CROWDER MOUNTAIN                    APPROX.50.8 KM 1363206.1 |
 FA3451| FA3960 BENN RESET RM X 1                                  15654     |
 FA3451| FA3274 ROCKY MTN NEAR DAYTONSVILLE         APPROX.57.9 KM 1733454.9 |
 FA3451| FA3450 BENN KNOB                             8.184 METERS 17945     |
 FA3451| FA3291 THICKETTY                           APPROX.51.1 KM 1910945.3 |
 FA3451| EC1861 SPARTANBURG BAPTIST CHURCH          APPROX.72.5 KM 2000339.0 |
 FA3451| FA3961 BENN RESET RM X 2                                  20343     |
 FA3451| FB2741 TRYON MOUNTAIN                      APPROX.62.5 KM 2380713.2 |
 FA3451| FA3320 CARLETON KNOB                       APPROX.17.5 KM 2412606.8 |
 FA3451| FB2907 SUGARLOAF MOUNTAIN                  APPROX.57.9 KM 2522921.6 |
 FA3451| FB3128 DEVILS COURTHOUSE MOUNTAIN                         2565350.3 |
 FA3451| FB2775 PINNACLE MOUNTAIN BALD MTN          APPROX.53.9 KM 2583606.2 |
 FA3451| FB3132 RICHLAND BALSAM MOUNTAIN                           2593656.2 |
 FA3451| FB2905 BEAR WALLOW MOUNTAIN                APPROX.64.1 KM 2594653.2 |
 FA3451| FB3124 MOUNT PISGAH                                       2612803.2 |
 FA3451| FB2713 LITTLE PISGAH MOUNTAIN              APPROX.61.3 KM 2632555.9 |
 FA3451| FA3524 SILVER CREEK KNOB                   APPROX.12.5 KM 2792406.6 |
 FA3451| FB2708 BIG CRAGGY MOUNTAIN                 APPROX.65.8 KM 2835443.8 |
 FA3451| FB2709 BLACKSTOCK KNOB                     APPROX.62.6 KM 2875938.6 |
 FA3451| FB2710 MOUNT GIBBS                         APPROX.59.4 KM 2901551.8 |
 FA3451| FB2711 MOUNT HALLBACK                      APPROX.57.3 KM 2905451.8 |
 FA3451| FB2738 MOUNT MITCHELL                      APPROX.59.1 KM 2921149.8 |
 FA3451| FB2735 BLACK BROTHER MOUNTAIN              APPROX.59.4 KM 2945606.8 |
 FA3451| FB2677 LONG RIDGE MIDDLE SUMMIT            APPROX.60.2 KM 2975306.8 |
 FA3451| FA3454 BENN RM 1                            16.186 METERS 29803     |
 FA3451| FB2676 BOWLENS PYRAMID BLACK MOUNTAIN      APPROX.60.4 KM 3005106.8 |
 FA3451| FA3963 BENN RM                                            30216     |
 FA3451| FA3447 HICKORY KNOB                        APPROX. 9.0 KM 3091426.4 |
 FA3451| FA3962 BENN RM                                            30952     |
 FA3451| FB2669 BRIGHT YELLOW MOUNTAIN              APPROX.59.2 KM 3222830.5 |
 FA3451| FA3575 HUMPBACK MOUNTAIN BLUE RIDGE        APPROX.48.3 KM 3270606.8 |
 FA3451| GA3372 BIG YELLOW MOUNTAIN                 APPROX.70.4 KM 3272715.1 |
 FA3451| GA3373 GRASSY RIDGE                        APPROX.69.9 KM 3273106.8 |
 FA3451| FA3577 TABLE ROCK MOUNTAIN                 APPROX.41.4 KM 3305606.4 |
 FA3451| FA3574 HAWKSBILL MOUNTAIN                  APPROX.43.7 KM 3321109.8 |
 FA3451| FA3453 HORSE                               APPROX. 5.4 KM 3403126.0 |
 FA3451| FZ2072 GRANDFATHER MOUNTAIN                APPROX.62.1 KM 3472240.2 |
 FA3451| FZ2005 ELK KNOB SMOKY RANGE                APPROX.86.5 KM 3570822.8 |
 FA3451| FZ2019 FLAT TOP MOUNTAIN BLUE RIDGE        APPROX.66.3 KM 3584306.8 |
 FA3451|---------------------------------------------------------------------|
 FA3451
 FA3451                          SUPERSEDED SURVEY CONTROL
 FA3451
 FA3451  NAD 83(1995)-  35 33 55.12327(N)    081 39 37.20897(W) AD(       ) 2
 FA3451  NAD 83(1986)-  35 33 55.12512(N)    081 39 37.21035(W) AD(       ) 2
 FA3451  NAD 83(1986)-  35 33 55.12474(N)    081 39 37.21102(W) AD(       ) 1
 FA3451  NAD 27      -  35 33 54.66944(N)    081 39 37.86539(W) AD(       ) 2
 FA3451  NGVD 29 (07/19/86)  882.3    (m)         2895.     (f) VERT ANG    3  
 FA3451
 FA3451.Superseded values are not recommended for survey control.
 FA3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3451.See file dsdata.txt to determine how the superseded data were derived.
 FA3451
 FA3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4016035937(NAD 83)
 FA3451_STAMPING: BENN 1933 1975
 FA3451_MARK LOGO: NGS   
 FA3451_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3451
 FA3451  HISTORY     - Date     Condition        Report By
 FA3451  HISTORY     - 1975     MONUMENTED       NCGS
 FA3451  HISTORY     - 1975     GOOD             NGS
 FA3451  HISTORY     - 19950403 MARK NOT FOUND   USPSQD
 FA3451
 FA3451                          STATION DESCRIPTION
 FA3451
 FA3451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FA3451'BENN 1933 TOP OF MARK KNOCKED OFF, RESET BY NCGS IN 1975.  BENN RM 1
 FA3451'RECOVERED IN GOOD CONDITION.  BENN RM 2 DESTROYED.  BENN RM 3
 FA3451'(AZ. MARK) UNABLE TO LOCATE, PROBABLY LOST.
 FA3451'
 FA3451'STATION IS LOCATED APPROXIMATELY 2.0 AIR MILES ESE OF INTERSECTION OF
 FA3451'BURKE, CLEVELAND AND RUTHERFORD COUNTY LINE, 12.4 MILES S OF
 FA3451'MORGANTON AND ON BENNS KNOB ADJACENT TO FIRE TOWER.  TO REACH STATION
 FA3451'FROM THE ENTRANCE TO PINE LAKES ESTATES ON SR 1901, PROCEED
 FA3451'WESTERLY ALONG PRIVATE ROAD FOR 0.9 MILE TO ROAD LEFT AT MAIN
 FA3451'OFFICE, THENCE SOUTH ALONG PAVED ROAD FOR 0.1 MILE TO PINE
 FA3451'MOUNTAIN DRIVE RIGHT (UPGRADE), THENCE SOUTHWEST ALONG PINE MOUNTAIN
 FA3451'DRIVE FOR 3.6 MILES TO GATE, CONTINUE WESTERLY ALONG RIDGE ROAD
 FA3451'FOR 1.15 MILE TO CURVE RIGHT AND FORK, TAKE LEFT FORK UPGRADE FOR
 FA3451'0.15 MILE TO N. C. FOREST SERVICE TOWER AND STATION APPROXIMATELY
 FA3451'20 FEET NORTH OF TOWER.
 FA3451'
 FA3451'STATION MARK IS A STANDARD NGS TRIANGULATION DISK SET IN TOP OF A
 FA3451'CONCRETE CYLINDER, STAMPED---BENN 1933 1975---, IS 2 INCHES BELOW
 FA3451'THE SURFACE OF THE GROUND.
 FA3451'
 FA3451'REFERENCES--
 FA3451'8.184 M (26.850 FEET) N OF NCHC STATION BENN KNOB UNDER CENTER OF
 FA3451'TOWER.
 FA3451'16.187 M (53.107 FEET) E OF RM 1.
 FA3451'31.9 FEET SW OF SW CORNER OF CONCRETE BLOCK HOUSE.
 FA3451'6.155 M (20.194 FEET) NNE OF RM X ON NW CORNER BOLT OF NW
 FA3451'CONCRETE PILLAR.
 FA3451'6.414 M (21.043 FEET) NNW OF RM X ON NE CORNER BOLT OF
 FA3451'NE CONCRETE PILLAR OF TOWER.
 FA3451'
 FA3451'DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES S. OF MORGANTON.
 FA3451
 FA3451                          STATION RECOVERY (1975)
 FA3451
 FA3451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWC)
 FA3451'THIS STATION IS LOCATED APPROX. 2.0 AIR MILES ESE OF THE
 FA3451'INTERSECTION OF THE BURKE, CLEVELAND AND RUTHERFORD COUNTY LINES, AND
 FA3451'12.4 MI S OF MORGANTOWN. LOCATION IS ON BENNS KNOB, KNOB ADJACENT TO
 FA3451'FIRE TOWER.
 FA3451'
 FA3451'TO REACH THE STATION FROM THE ENTRANCE TO PINE LAKES ESTATES ON SR
 FA3451'1901, PROCEED WESTERLY ALONG PRIVATE ROAD FOR 0.9 MI. TO ROAD LEFT AT
 FA3451'MAIN OFFICE, THENCE S ALONG PAVED ROAD FOR 0.1 MI. TO PINE MTN DRIVE
 FA3451'RIGHT (UPGRADE) THENCE SW ALONG PINE MTN DRIVE FOR 3.6 MI. TO GATE.
 FA3451'CONTINUE WESTERLY ALONG RODGE RD FOR 1.15 MI. TO CURVE RIGHT AND FORK
 FA3451',TAKE LEFT FORK UPGRADE 0.15 MI. TO N.C. FOREST SERVICE TOWER AND
 FA3451'STATION IS APPROX. 20 DEGREES N OF TOWER.
 FA3451'
 FA3451'STATION IS LOCATED 26.850 FEET N OF NCHC STATION BENN KNOB,UNDER
 FA3451'CENTER OF TOWER.
 FA3451'
 FA3451'STATION IS 53.107 FEET E OF RM 1.
 FA3451'
 FA3451'STATION IS 31.9 FEET SW OF SW CORNER OF CONC. BLOCK HOUSE.
 FA3451'
 FA3451'STATION IS 20.194 FEET NNE OF RM X ON NW CORNER OF NW CONC. PILLAR OF
 FA3451'TOWER.
 FA3451'
 FA3451'STATION IS 21.043 FEET NNW OF RM X ON NE CORNER BOLT OF NE CONC.
 FA3451'PILLAR OF TOWER.
 FA3451
 FA3451                          STATION RECOVERY (1995)
 FA3451
 FA3451'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1075 ***********************************************************************
 EY1075  DESIGNATION -  BENNET
 EY1075  PID         -  EY1075
 EY1075  STATE/COUNTY-  NC/GREENE
 EY1075  USGS QUAD   -  SNOW HILL (1982)
 EY1075
 EY1075                         *CURRENT SURVEY CONTROL
 EY1075  ___________________________________________________________________
 EY1075* NAD 83(2001)-  35 25 52.34527(N)    077 39 43.65058(W)     ADJUSTED  
 EY1075* NAVD 88     -        34.863  (meters)     114.38   (feet)  ADJUSTED  
 EY1075  ___________________________________________________________________
 EY1075  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 EY1075  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EY1075  DYNAMIC HT  -          34.833 (meters)     114.28  (feet)  COMP
 EY1075  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 EY1075
 EY1075  HORZ ORDER  -  SECOND
 EY1075  VERT ORDER  -  SECOND    CLASS I
 EY1075
 EY1075.The horizontal coordinates were established by classical geodetic methods
 EY1075.and adjusted by the National Geodetic Survey in August 2005.
 EY1075
 EY1075.The orthometric height was determined by differential leveling
 EY1075.and adjusted in June 1991.
 EY1075
 EY1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1075
 EY1075.The geoid height was determined by GEOID03.
 EY1075
 EY1075.The dynamic height is computed by dividing the NAVD 88
 EY1075.geopotential number by the normal gravity value computed on the
 EY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1075.degrees latitude (g = 980.6199 gals.).
 EY1075
 EY1075.The modeled gravity was interpolated from observed gravity values.
 EY1075
 EY1075;                    North         East     Units Scale Factor Converg.
 EY1075;SPC NC       -   187,315.264   731,070.635   MT  0.99987748   +0 46 19.9
 EY1075;SPC NC       -   614,550.16  2,398,520.91   sFT  0.99987748   +0 46 19.9
 EY1075;UTM  18      - 3,924,120.148   258,329.194   MT  1.00031981   -1 32 38.6
 EY1075
 EY1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1075!SPC NC       -   1.00000012  x   0.99987748  =   0.99987760
 EY1075!UTM  18      -   1.00000012  x   1.00031981  =   1.00031993
 EY1075
 EY1075:                Primary Azimuth Mark                     Grid Az
 EY1075:SPC NC       -  MANOR                                    018 06 18.2
 EY1075:UTM  18      -  MANOR                                    020 25 16.7
 EY1075
 EY1075|---------------------------------------------------------------------|
 EY1075| PID    Reference Object                     Distance      Geod. Az  |
 EY1075|                                                           dddmmss.s |
 EY1075| EY1074 MANOR                               APPROX. 0.5 KM 0185238.1 |
 EY1075| EY1076 STEVENS                             462.565 METERS 2065920.4 |
 EY1075| EY2558 GREENE COUNTY IND PARK TANK         457.858 METERS 2120308.3 |
 EY1075|---------------------------------------------------------------------|
 EY1075
 EY1075                          SUPERSEDED SURVEY CONTROL
 EY1075
 EY1075  NAD 83(1986)-  35 25 52.35351(N)    077 39 43.65859(W) AD(       ) 2
 EY1075  NAD 27      -  35 25 51.77009(N)    077 39 44.75325(W) AD(       ) 2
 EY1075  NGVD 29 (??/??/92)   35.194  (m)          115.47   (f) ADJ UNCH    2 1
 EY1075
 EY1075.Superseded values are not recommended for survey control.
 EY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1075.See file dsdata.txt to determine how the superseded data were derived.
 EY1075
 EY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5832924120(NAD 83)
 EY1075_MARKER: DE = TRAVERSE STATION DISK
 EY1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1075_STAMPING: BENNET 1976
 EY1075_MARK LOGO: NCGS  
 EY1075_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1075+STABILITY: SURFACE MOTION
 EY1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1075+SATELLITE: SATELLITE OBSERVATIONS - December 23, 1991
 EY1075
 EY1075  HISTORY     - Date     Condition        Report By
 EY1075  HISTORY     - 1976     MONUMENTED       NCGS
 EY1075  HISTORY     - 1976     GOOD             NCGS
 EY1075  HISTORY     - 1990     POOR             USPSQD
 EY1075  HISTORY     - 19911223 GOOD             NCGS
 EY1075  HISTORY     - 19980326 POOR             USPSQD
 EY1075
 EY1075                          STATION DESCRIPTION
 EY1075
 EY1075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1075'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF SNOW HILL
 EY1075'AND 4.2 MILES WEST OF HOOKERTON, NORTH CAROLINA.
 EY1075'
 EY1075'TO REACH STATION FROM THE INTERSECTION OF US 258 WITH NC 58 SOUTHEAST
 EY1075'OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 0.75 MILE TO STATION ON
 EY1075'LEFT AT EDGE OF WOODS, AND ALMOST DIRECTLY OPPOSITE FRONT OF HENRY
 EY1075'BENNETS RESIDENCE.
 EY1075'
 EY1075'STATION MARK IS A STANDARD DISK STAMPED---BENNET 1976---, SET IN THE
 EY1075'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY1075'THE MARK IS 51.2 FEET SOUTHEAST OF THE CENTERLINE OF US 258, 8.7 FEET
 EY1075'NORTH OF 8 INCH OAK WITH ALUMINUM TAG, 11.6 FEET WEST OF 4 INCH OAK
 EY1075'WITH ALUMINUM TAG, 130.8 FEET NORTHEAST OF POWER POLE WITH ALUMINUM
 EY1075'TAG, 81.2 FEET SOUTHEAST OF CENTER OF TOP OF A CONCRETE DRAINAGE
 EY1075'COVER, AND 150.6 FEET SOUTHEAST OF POWER POLE WITH ALUMINUM TAG.
 EY1075
 EY1075                          STATION RECOVERY (1976)
 EY1075
 EY1075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1075'1.7 MI SE FROM SNOW HILL.
 EY1075'TO REACH STATION FROM THE INTERSECTION OF US 258 WITH NC 58 SOUTHEAST
 EY1075'OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 0.75 MILE TO STATION ON
 EY1075'LEFT AT EDGE OF WOODS, AND ALMOST DIRECTLY OPPOSITE FRONT OF HENRY
 EY1075'BENNETS RESIDENCE.  51.2 FT. SE OF CENTERLINE OF US 258, 8.7 FT. N OF
 EY1075'8 INCH OAK WITH ALUMINUM REF. TAG, 11.6 FT. W OF 4 INCH OAK WITH
 EY1075'ALUMINUM REF. TAG, 130.8 FT. NE OF PP WITH ALUMINUM REF. TAG, 81.2 FT.
 EY1075'SE OF CENTER OF TOP OF A CONCRETE DRAINAGE COVER AND 150.6 FT. SE OF
 EY1075'PP WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE
 EY1075'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1075
 EY1075                          STATION RECOVERY (1990)
 EY1075
 EY1075'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 EY1075'MARK RECOVERED IN POOR CONDITION.
 EY1075
 EY1075                          STATION RECOVERY (1991)
 EY1075
 EY1075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY1075'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. EDGE OF
 EY1075'DISK IS SLIGHTLY BENT AND THE TOP IS SLIGHTLY DAMAGED.  THE 4-INCH OAK
 EY1075'IS GONE. MARK IS LOCATED 81.2 FT (24.7 M) SOUTHEAST OF THE CENTER OF A
 EY1075'STEEL DROP INLET COVER--AND 9.5 FT (2.9 M) NORTH OF A 14-INCH OAK,
 EY1075'131.5 FT (40.1 M) NORTHEAST OF A POWER POLE, 151.0 FT (46.0 M)
 EY1075'SOUTHWEST OF A POWER POLE--ALL WITH REFERENCE TAGS.
 EY1075
 EY1075                          STATION RECOVERY (1998)
 EY1075
 EY1075'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1075'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1292 ***********************************************************************
 EC1292  DESIGNATION -  BENNETT
 EC1292  PID         -  EC1292
 EC1292  STATE/COUNTY-  NC/ANSON
 EC1292  USGS QUAD   -  WADESBORO (1988)
 EC1292
 EC1292                         *CURRENT SURVEY CONTROL
 EC1292  ___________________________________________________________________
 EC1292* NAD 83(2001)-  34 57 21.41421(N)    080 06 02.93630(W)     ADJUSTED  
 EC1292* NAVD 88     -       144.9    (meters)     475.     (feet)  VERTCON   
 EC1292  ___________________________________________________________________
 EC1292  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EC1292  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EC1292  HORZ ORDER  -  SECOND
 EC1292
 EC1292.The horizontal coordinates were established by classical geodetic methods
 EC1292.and adjusted by the National Geodetic Survey in August 2005.
 EC1292
 EC1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1292
 EC1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1292
 EC1292.The geoid height was determined by GEOID03.
 EC1292
 EC1292;                    North         East     Units Scale Factor Converg.
 EC1292;SPC NC       -   134,333.519   509,069.487   MT  0.99988584   -0 38 07.3
 EC1292;SPC NC       -   440,725.89  1,670,172.14   sFT  0.99988584   -0 38 07.3
 EC1292;UTM  17      - 3,868,527.039   582,097.178   MT  0.99968307   +0 30 54.8
 EC1292
 EC1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1292!SPC NC       -   0.99998206  x   0.99988584  =   0.99986790
 EC1292!UTM  17      -   0.99998206  x   0.99968307  =   0.99966514
 EC1292
 EC1292:                Primary Azimuth Mark                     Grid Az
 EC1292:SPC NC       -  TREXLER                                  139 32 27.5
 EC1292:UTM  17      -  TREXLER                                  138 23 25.4
 EC1292
 EC1292|---------------------------------------------------------------------|
 EC1292| PID    Reference Object                     Distance      Geod. Az  |
 EC1292|                                                           dddmmss.s |
 EC1292| EC1287 TREXLER                             APPROX. 0.7 KM 1385420.2 |
 EC1292| EC1303 PUMP                                213.259 METERS 32547     |
 EC1292|---------------------------------------------------------------------|
 EC1292
 EC1292                          SUPERSEDED SURVEY CONTROL
 EC1292
 EC1292  NAD 83(1986)-  34 57 21.42717(N)    080 06 02.94914(W) AD(       ) 2
 EC1292  NAD 27      -  34 57 20.86743(N)    080 06 03.72913(W) AD(       ) 2
 EC1292  NGVD 29 (07/19/86)  145.2    (m)          476.     (f) VERT ANG    3  
 EC1292
 EC1292.Superseded values are not recommended for survey control.
 EC1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1292.See file dsdata.txt to determine how the superseded data were derived.
 EC1292
 EC1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8209768527(NAD 83)
 EC1292_MARKER: DE = TRAVERSE STATION DISK
 EC1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1292_STAMPING: BENNETT 1970
 EC1292_MARK LOGO: NCGS  
 EC1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1292+STABILITY: SURFACE MOTION
 EC1292
 EC1292  HISTORY     - Date     Condition        Report By
 EC1292  HISTORY     - 1970     MONUMENTED       NCGS
 EC1292  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 EC1292  HISTORY     - 20040518 MARK NOT FOUND   USPSQD
 EC1292
 EC1292                          STATION DESCRIPTION
 EC1292
 EC1292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1292'BENNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1292'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1292'
 EC1292'BENNETT IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF WADESBORO.
 EC1292'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 109 AND SR 1138
 EC1292'ON SOUTHWEST SIDE OF WADESBORO, GO WEST ON SR 1138 FOR 1.95 MILES
 EC1292'TO INTERSECTION OF SR 1138 AND SR 1205, GO LEFT ON SR 1205 AND
 EC1292'PROCEED 0.3 MILE TO DRIVEWAY ON LEFT, ON NORTH SIDE OF EASTROCK
 EC1292'CHURCH, TAKE DRIVEWAY AND PROCEED 0.05 MILE TO A DRIVEWAY ON
 EC1292'LEFT LEADING UPHILL, GO UPHILL ON DRIVEWAY TO SECOND HOUSE ON
 EC1292'LEFT.  STATION IS ON THE WEST SIDE OF ROAD AND SOUTH SIDE OF
 EC1292'DRIVEWAY LEADING TO MR.  BENNETTS HOME.
 EC1292'
 EC1292'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BENNETT
 EC1292'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1292'FLUSH WITH THE SURFACE OF THE GROUND.
 EC1292'
 EC1292'MARK IS
 EC1292'101.0 FEET SSW OF SW CORNER OF BRICK HOUSE.
 EC1292'99.9 FEET SW OF SE CORNER OF BRICK HOUSE.
 EC1292'10.5 FEET NW OF C/L OF DRIVE.
 EC1292'53.2 FEET SW OF 8 INCH PINE TREE ON LAWN.
 EC1292'38.0 FEET WSW OF 4 INCH OAK TREE ON LAWN.
 EC1292'33.0 FEET NNE OF C/L OF STREET.
 EC1292
 EC1292                          STATION RECOVERY (1994)
 EC1292
 EC1292'RECOVERY NOTE BY US POWER SQUADRON 1994
 EC1292'MARK NOT FOUND.
 EC1292
 EC1292                          STATION RECOVERY (2004)
 EC1292
 EC1292'RECOVERY NOTE BY US POWER SQUADRON 2004
 EC1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2878 ***********************************************************************
 EB2878  DESIGNATION -  BENNETT
 EB2878  PID         -  EB2878
 EB2878  STATE/COUNTY-  NC/RICHMOND
 EB2878  USGS QUAD   -  HAMLET (1982)
 EB2878
 EB2878                         *CURRENT SURVEY CONTROL
 EB2878  ___________________________________________________________________
 EB2878* NAD 83(2001)-  34 57 10.03135(N)    079 43 45.24728(W)     ADJUSTED  
 EB2878* NAVD 88     -       106.5    (meters)     349.     (feet)  VERTCON   
 EB2878  ___________________________________________________________________
 EB2878  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 EB2878  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 EB2878  HORZ ORDER  -  SECOND
 EB2878
 EB2878.The horizontal coordinates were established by classical geodetic methods
 EB2878.and adjusted by the National Geodetic Survey in August 2005.
 EB2878
 EB2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2878
 EB2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2878
 EB2878.The geoid height was determined by GEOID03.
 EB2878
 EB2878;                    North         East     Units Scale Factor Converg.
 EB2878;SPC NC       -   133,669.994   543,000.628   MT  0.99988613   -0 25 15.2
 EB2878;SPC NC       -   438,548.97  1,781,494.56   sFT  0.99988613   -0 25 15.2
 EB2878;UTM  17      - 3,868,544.514   616,029.240   MT  0.99976592   +0 43 41.2
 EB2878
 EB2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2878!SPC NC       -   0.99998819  x   0.99988613  =   0.99987432
 EB2878!UTM  17      -   0.99998819  x   0.99976592  =   0.99975411
 EB2878
 EB2878:                Primary Azimuth Mark                     Grid Az
 EB2878:SPC NC       -  SEARS                                    263 20 46.4
 EB2878:UTM  17      -  SEARS                                    262 11 50.0
 EB2878
 EB2878|---------------------------------------------------------------------|
 EB2878| PID    Reference Object                     Distance      Geod. Az  |
 EB2878|                                                           dddmmss.s |
 EB2878| EB2897 SEARS                               APPROX. 1.1 KM 2625531.2 |
 EB2878|---------------------------------------------------------------------|
 EB2878
 EB2878                          SUPERSEDED SURVEY CONTROL
 EB2878
 EB2878  NAD 83(1986)-  34 57 10.03742(N)    079 43 45.25391(W) AD(       ) 2
 EB2878  NAD 27      -  34 57 09.48070(N)    079 43 46.05330(W) AD(       ) 2
 EB2878  NGVD 29 (07/19/86)  106.8    (m)          350.     (f) VERT ANG    3  
 EB2878
 EB2878.Superseded values are not recommended for survey control.
 EB2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2878.See file dsdata.txt to determine how the superseded data were derived.
 EB2878
 EB2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1602968545(NAD 83)
 EB2878_MARKER: DE = TRAVERSE STATION DISK
 EB2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2878_STAMPING: BENNETT 1970
 EB2878_MARK LOGO: NCGS  
 EB2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2878+STABILITY: SURFACE MOTION
 EB2878
 EB2878  HISTORY     - Date     Condition        Report By
 EB2878  HISTORY     - 1970     MONUMENTED       NCGS
 EB2878
 EB2878                          STATION DESCRIPTION
 EB2878
 EB2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2878'BENNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2878'THE VICINITY OF HAMLET, NORTH CAROLINA.
 EB2878'
 EB2878'BENNETT IS LOCATED APPROXIMATELY 2.5 MILES ENE OF ROCKINGHAM.  TO
 EB2878'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 (FAYETTEVILLE
 EB2878'RD.) AND SR 1646 (LONG RD.), GO EAST ON US 1 FOR 1.1 MILES TO
 EB2878'INTERSECTION OF US 1 FOR 0.5 MILE TO STATION ON RIGHT, ACROSS
 EB2878'HIGHWAY FROM BENNETTS BARBER SHOP, AND 0.25 MILE WEST OF INTERSECTION
 EB2878'OF US 1 AND SR 1504.
 EB2878'
 EB2878'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BENNETT
 EB2878'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2878'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2878'
 EB2878'MARK IS
 EB2878'
 EB2878'29.0 FEET S OF C/L OF US 1.
 EB2878'6.9 FEET NE OF ALUMINUM REF. TAG ON PP.
 EB2878'62.6 FEET S OF ALUMINUM REF. TAG ON PP.
 EB2878'147.4 FEET ENE OF ALUMINUM REF. TAG ON PP 26 1/2.
 EB2878'72.1 FEET NE OF NE CORNER CONCRETE BLOCK AND BRICK BUILDING.
 EB2878'91.0 FEET N OF ALUMINUM REF. TAG ON PP 940.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1950 ***********************************************************************
 EA1950  DESIGNATION -  BENNETT
 EA1950  PID         -  EA1950
 EA1950  STATE/COUNTY-  NC/CARTERET
 EA1950  USGS QUAD   -  MANSFIELD (1994)
 EA1950
 EA1950                         *CURRENT SURVEY CONTROL
 EA1950  ___________________________________________________________________
 EA1950* NAD 83(2001)-  34 44 59.89756(N)    076 50 23.18851(W)     ADJUSTED  
 EA1950* NAVD 88     -         5.4    (meters)      18.     (feet)  VERT ANG  
 EA1950  ___________________________________________________________________
 EA1950  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EA1950  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1950  HORZ ORDER  -  SECOND
 EA1950
 EA1950.The horizontal coordinates were established by classical geodetic methods
 EA1950.and adjusted by the National Geodetic Survey in August 2005.
 EA1950
 EA1950.The orthometric height was determined by vertical angle observations.
 EA1950
 EA1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1950
 EA1950.The geoid height was determined by GEOID03.
 EA1950
 EA1950;                    North         East     Units Scale Factor Converg.
 EA1950;SPC NC       -   113,079.728   807,368.942   MT  0.99991069   +1 14 48.5
 EA1950;SPC NC       -   370,995.74  2,648,842.94   sFT  0.99991069   +1 14 48.5
 EA1950;UTM  18      - 3,846,857.844   331,598.239   MT  0.99994954   -1 02 56.1
 EA1950
 EA1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1950!SPC NC       -   1.00000503  x   0.99991069  =   0.99991572
 EA1950!UTM  18      -   1.00000503  x   0.99994954  =   0.99995457
 EA1950
 EA1950:                Primary Azimuth Mark                     Grid Az
 EA1950:SPC NC       -  SOUND                                    124 11 35.9
 EA1950:UTM  18      -  SOUND                                    126 29 20.5
 EA1950
 EA1950|---------------------------------------------------------------------|
 EA1950| PID    Reference Object                     Distance      Geod. Az  |
 EA1950|                                                           dddmmss.s |
 EA1950| EA1979 SOUND                               APPROX. 0.8 KM 1252624.4 |
 EA1950|---------------------------------------------------------------------|
 EA1950
 EA1950                          SUPERSEDED SURVEY CONTROL
 EA1950
 EA1950  NAD 83(1986)-  34 44 59.91126(N)    076 50 23.19564(W) AD(       ) 2
 EA1950  NAD 27      -  34 44 59.32950(N)    076 50 24.41774(W) AD(       ) 2
 EA1950  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG    3  
 EA1950
 EA1950.Superseded values are not recommended for survey control.
 EA1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1950.See file dsdata.txt to determine how the superseded data were derived.
 EA1950
 EA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3159846858(NAD 83)
 EA1950_MARKER: DE = TRAVERSE STATION DISK
 EA1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1950_STAMPING: BENNETT 1968
 EA1950_MARK LOGO: NCGS  
 EA1950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1950+STABILITY: SURFACE MOTION
 EA1950
 EA1950  HISTORY     - Date     Condition        Report By
 EA1950  HISTORY     - 1968     MONUMENTED       NCGS
 EA1950  HISTORY     - 1986     GOOD             USPSQD
 EA1950  HISTORY     - 19960118 GOOD             NCGS
 EA1950
 EA1950                          STATION DESCRIPTION
 EA1950
 EA1950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA1950'BENNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA1950'IN THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA1950'
 EA1950'BENNETT IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF THE
 EA1950'CENTER OF NEWPORT.  TO REACH STATION PROCEED FROM THE
 EA1950'INTERSECTION OF NC 24 WITH U.S. 70, GO NORTHWEST ON U.S. 70
 EA1950'FOR 2.8 MILES TO STATION, WHICH IS ON THE SOUTHWEST BANK OF S
 EA1950'BOUND LANE AT NW SIDE OF DRIVEWAY, 0.05 MILE NORTHWEST OF
 EA1950'INTERSECTION OF SR 1149, AND 1.0 MILE SOUTHEAST OF
 EA1950'INTERSECTION OF SR 1247 (OLD U.S. 70) WITH NEW U.S. 70.
 EA1950'
 EA1950'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1950'BENNETT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA1950'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA1950'
 EA1950'MARK IS
 EA1950'
 EA1950'58.4 FT SW OF C/L OF U.S. 70 S BOUND LANE,
 EA1950'
 EA1950'21.0 FT E OF EASTERNMOST POST FOR BENNETT MOTEL SIGN, AND
 EA1950'WITH ALUMINUM REF. TAG,
 EA1950'
 EA1950'21.9 FT NE OF 4 INCH GUM TREE WITH ALUMINUM REF. TAG ON SW
 EA1950'SIDE OF S BOUND LANE,
 EA1950'
 EA1950'17.2 FT NW OF C/L OF DIRT DRIVEWAY,
 EA1950'
 EA1950'24.3 SE OF NW END OF CULVERT UNDER DRIVEWAY,
 EA1950'
 EA1950'43.1 WNW OF SE END OF CULVERT UNDER DRIVEWAY.
 EA1950
 EA1950                          STATION RECOVERY (1986)
 EA1950
 EA1950'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEH)
 EA1950'RECOVERED IN GOOD CONDITION.
 EA1950
 EA1950                          STATION RECOVERY (1996)
 EA1950
 EA1950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EA1950'RECOVERED AS DESCRIBED. MARK IS RECESSED 6 INCHES BELOW GROUND. NEW
 EA1950'REFERENCES FOLLOW.$MARK IS 16 FT (4.9 M) NORTH OF THE CENTERLINE OF A
 EA1950'DIRT DRIVEWAY, 24.3 FT (7.4 M) WEST-SOUTHWEST OF THE NORTHWEST END OF
 EA1950'A CULVERT UNDER THE DRIVEWAY, 4.5 FT (1.4 M) EAST-NORTHEAST OF THE
 EA1950'CENTER OF A 4-INCH CONCRETE SIGN BASE, 4.0 FT (1.2 M) NORTH OF A YARD
 EA1950'LIGHT POLE ON A RAISED CONCRETE BASE, AND 31.5 FT (9.6 M) NORTH OF A
 EA1950'20-INCH METAL BILLBOARD POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1618 ***********************************************************************
 FZ1618  DESIGNATION -  BENNETT
 FZ1618  PID         -  FZ1618
 FZ1618  STATE/COUNTY-  NC/FORSYTH
 FZ1618  USGS QUAD   -  CLEMMONS (1994)
 FZ1618
 FZ1618                         *CURRENT SURVEY CONTROL
 FZ1618  ___________________________________________________________________
 FZ1618* NAD 83(2001)-  36 05 56.32470(N)    080 28 40.19652(W)     ADJUSTED  
 FZ1618* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 FZ1618  ___________________________________________________________________
 FZ1618  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FZ1618  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 FZ1618  HORZ ORDER  -  SECOND
 FZ1618
 FZ1618.The horizontal coordinates were established by classical geodetic methods
 FZ1618.and adjusted by the National Geodetic Survey in August 2005.
 FZ1618
 FZ1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1618
 FZ1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1618
 FZ1618.The geoid height was determined by GEOID03.
 FZ1618
 FZ1618;                    North         East     Units Scale Factor Converg.
 FZ1618;SPC NC       -   261,573.634   476,528.444   MT  0.99998181   -0 51 10.7
 FZ1618;SPC NC       -   858,179.50  1,563,410.40   sFT  0.99998181   -0 51 10.7
 FZ1618;UTM  17      - 3,995,052.966   547,003.049   MT  0.99962722   +0 18 27.6
 FZ1618
 FZ1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1618!SPC NC       -   0.99996455  x   0.99998181  =   0.99994636
 FZ1618!UTM  17      -   0.99996455  x   0.99962722  =   0.99959178
 FZ1618
 FZ1618|---------------------------------------------------------------------|
 FZ1618| PID    Reference Object                     Distance      Geod. Az  |
 FZ1618|                                                           dddmmss.s |
 FZ1618| FZ1617 PILCHER                             307.764 METERS 12020     |
 FZ1618| FZ1619 MCBRIDE                             335.016 METERS 23839     |
 FZ1618|---------------------------------------------------------------------|
 FZ1618
 FZ1618                          SUPERSEDED SURVEY CONTROL
 FZ1618
 FZ1618  NAD 83(1993)-  36 05 56.33144(N)    080 28 40.20481(W) AD(       ) 2
 FZ1618  NAD 83(1986)-  36 05 56.33252(N)    080 28 40.20392(W) AD(       ) 2
 FZ1618  NAD 27      -  36 05 55.83802(N)    080 28 41.01134(W) AD(       ) 2
 FZ1618  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG    3  
 FZ1618
 FZ1618.Superseded values are not recommended for survey control.
 FZ1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1618.See file dsdata.txt to determine how the superseded data were derived.
 FZ1618
 FZ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4700395053(NAD 83)
 FZ1618_MARKER: DE = TRAVERSE STATION DISK
 FZ1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1618_STAMPING: BENNETT 1970
 FZ1618_MARK LOGO: NCGS  
 FZ1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1618+STABILITY: SURFACE MOTION
 FZ1618
 FZ1618  HISTORY     - Date     Condition        Report By
 FZ1618  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1618  HISTORY     - 19970405 GOOD             USPSQD
 FZ1618
 FZ1618                          STATION DESCRIPTION
 FZ1618
 FZ1618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1618'BENNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1618'IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1618'
 FZ1618'BENNETT IS LOCATED APPROXIMATELY 13.6 MILES WEST OF THE CENTER
 FZ1618'OF WINSTON SALEM.  TO REACH STATION PROCEED FROM THE BRIDGE ON
 FZ1618'SR 1001 (SHALLOWFORD RD.) OVER US 421, GO WEST ON SR 1001 FOR 0.5
 FZ1618'MILE TO DIRT DRIVE ON RIGHT (N) SIDE OF SR 1001, GO NORTH ON DIRT
 FZ1618'DRIVE FOR 0.1 MILE TO STATION ON LEFT (W SIDE OF DRIVE), IN
 FZ1618'PASTURE NEAR PINE TREES.
 FZ1618'
 FZ1618'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1618'BENNETT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1618'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1618'
 FZ1618'MARK IS
 FZ1618'14.0 FEET W OF DIRT ROAD.
 FZ1618'6.0 FEET S OF 8 INCH PINE-BLAZED.
 FZ1618'5.0 FEET W OF WIRE FENCE.
 FZ1618'19.3 FEET E OF 5 INCH PINE-BLAZED.
 FZ1618
 FZ1618                          STATION RECOVERY (1997)
 FZ1618
 FZ1618'RECOVERY NOTE BY US POWER SQUADRON 1997
 FZ1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3799 ***********************************************************************
 FX3799  DESIGNATION -  BENNETT
 FX3799  PID         -  FX3799
 FX3799  STATE/COUNTY-  NC/GATES
 FX3799  USGS QUAD   -  MINTONSVILLE (1982)
 FX3799
 FX3799                         *CURRENT SURVEY CONTROL
 FX3799  ___________________________________________________________________
 FX3799* NAD 83(2001)-  36 18 25.41406(N)    076 41 45.45165(W)     ADJUSTED  
 FX3799* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3799  ___________________________________________________________________
 FX3799  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 FX3799  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 FX3799  HORZ ORDER  -  THIRD
 FX3799
 FX3799.The horizontal coordinates were established by classical geodetic methods
 FX3799.and adjusted by the National Geodetic Survey in August 2005.
 FX3799
 FX3799.The orthometric height was scaled from a topographic map.
 FX3799
 FX3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3799
 FX3799.The geoid height was determined by GEOID03.
 FX3799
 FX3799;                    North         East     Units Scale Factor Converg.
 FX3799;SPC NC       -   286,073.942   816,523.915   MT  1.00004221   +1 19 47.4
 FX3799;SPC NC       -   938,560.92  2,678,878.88   sFT  1.00004221   +1 19 47.4
 FX3799;UTM  18      - 4,019,341.275   347,735.306   MT  0.99988566   -1 00 15.8
 FX3799
 FX3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3799!SPC NC       -   1.00000558  x   1.00004221  =   1.00004779
 FX3799!UTM  18      -   1.00000558  x   0.99988566  =   0.99989124
 FX3799
 FX3799:                Primary Azimuth Mark                     Grid Az
 FX3799:SPC NC       -  DILLARD                                  149 23 47.7
 FX3799:UTM  18      -  DILLARD                                  151 43 50.9
 FX3799
 FX3799|---------------------------------------------------------------------|
 FX3799| PID    Reference Object                     Distance      Geod. Az  |
 FX3799|                                                           dddmmss.s |
 FX3799| FX3802 DILLARD                             APPROX. 3.9 KM 1504335.1 |
 FX3799|---------------------------------------------------------------------|
 FX3799
 FX3799                          SUPERSEDED SURVEY CONTROL
 FX3799
 FX3799  NAD 83(1993)-  36 18 25.41505(N)    076 41 45.46208(W) AD(       ) 3
 FX3799  NAD 83(1986)-  36 18 25.42375(N)    076 41 45.46595(W) AD(       ) 3
 FX3799  NAD 27      -  36 18 24.90000(N)    076 41 46.63000(W) AD(       ) 3
 FX3799
 FX3799.Superseded values are not recommended for survey control.
 FX3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3799.See file dsdata.txt to determine how the superseded data were derived.
 FX3799
 FX3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4773519341(NAD 83)
 FX3799_MARKER: N = NAIL
 FX3799_SETTING: 0 = UNSPECIFIED SETTING
 FX3799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX3799
 FX3799  HISTORY     - Date     Condition        Report By
 FX3799  HISTORY     - 1874     MONUMENTED       CGS
 FX3799  HISTORY     - 1909     GOOD             CGS
 FX3799
 FX3799                          STATION DESCRIPTION
 FX3799
 FX3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (REH)
 FX3799'ESTABLISHED BY THE PARTY OF R.E. HALTER MAY 1, 1874.  IT IS
 FX3799'LOCATED IN BENNETTS CREEK ABOUT 100 METERS FROM ITS MOUTH ON A LOW
 FX3799'MARSH THICKLY WOODED WITH GUM AND CYPRESS TREES.  THE UNDERGROUND
 FX3799'MARK IS A BLACK BOTTLE SUNK 3-1/2 FEET BELOW THE SURFACE, OVER
 FX3799'WHICH IS PLACED A CYPRESS STUB 3 FEET LONG AND 5 INCHES DIAMETER,
 FX3799'WITH A NAIL IN THE HEAD TO MARK THE CENTER.
 FX3799'
 FX3799'MEASUREMENTS--
 FX3799'
 FX3799'FROM STATION TO GUM TREE 26 FEET 8 INCHES.
 FX3799'
 FX3799'FROM STATION TO PINE TREE 9 FEET 3 INCHES.
 FX3799'
 FX3799'THESE TREES HAVE TRIANGLES BLAZED IN THE SIDE FACING STATION, AND
 FX3799'NAIL IN EACH ANGLE.
 FX3799
 FX3799                          STATION RECOVERY (1909)
 FX3799
 FX3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (JBB)
 FX3799'RECOVERED BOTH MARKED TREES.  THE STUB AND BOTTLE ARE NOW ABOUT 8
 FX3799'FEET OFFSHORE IN 1-1/2 FEET OF WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4646 ***********************************************************************
 FA4646  DESIGNATION -  BENNETT
 FA4646  PID         -  FA4646
 FA4646  STATE/COUNTY-  NC/DAVIDSON
 FA4646  USGS QUAD   -  LEXINGTON EAST (1994)
 FA4646
 FA4646                         *CURRENT SURVEY CONTROL
 FA4646  ___________________________________________________________________
 FA4646* NAD 83(2001)-  35 47 02.84771(N)    080 07 42.76745(W)     ADJUSTED  
 FA4646* NAVD 88     -       246.0    (meters)     807.     (feet)  VERTCON   
 FA4646  ___________________________________________________________________
 FA4646  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 FA4646  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FA4646  HORZ ORDER  -  SECOND
 FA4646
 FA4646.The horizontal coordinates were established by classical geodetic methods
 FA4646.and adjusted by the National Geodetic Survey in August 2005.
 FA4646
 FA4646.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4646
 FA4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4646
 FA4646.The geoid height was determined by GEOID03.
 FA4646
 FA4646;                    North         East     Units Scale Factor Converg.
 FA4646;SPC NC       -   226,229.253   507,581.512   MT  0.99991566   -0 39 04.9
 FA4646;SPC NC       -   742,220.47  1,665,290.34   sFT  0.99991566   -0 39 04.9
 FA4646;UTM  17      - 3,960,355.353   578,756.499   MT  0.99967643   +0 30 34.5
 FA4646
 FA4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4646!SPC NC       -   0.99996622  x   0.99991566  =   0.99988189
 FA4646!UTM  17      -   0.99996622  x   0.99967643  =   0.99964266
 FA4646
 FA4646                          SUPERSEDED SURVEY CONTROL
 FA4646
 FA4646  NAD 83(1986)-  35 47 02.85555(N)    080 07 42.77394(W) AD(       ) 2
 FA4646  NGVD 29 (02/28/92)  246.2    (m)          808.     (f) VERT ANG    3  
 FA4646
 FA4646.Superseded values are not recommended for survey control.
 FA4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4646.See file dsdata.txt to determine how the superseded data were derived.
 FA4646
 FA4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7875660355(NAD 83)
 FA4646_MARKER: DE = TRAVERSE STATION DISK
 FA4646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4646_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4646+STABILITY: SURFACE MOTION
 FA4646
 FA4646  HISTORY     - Date     Condition        Report By
 FA4646  HISTORY     - 1983     MONUMENTED       NCGS
 FA4646
 FA4646                          STATION DESCRIPTION
 FA4646
 FA4646'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4646'THE STATION IS LOCATED ABOUT 7.3 MI SOUTH-SOUTHWEST OF THOMASVILLE
 FA4646'AND 7.5 MI EAST-SOUTHEAST OF LEXINGTON.
 FA4646'
 FA4646'ALONG US 64 FOR 1.8 MI WEST FROM THE NC 109 OVERPASS, AT THE
 FA4646'T-INTERSECTION WITH SR 2774, IN THE YARD OF A MOBILE HOME.
 FA4646'
 FA4646'THE STATION IS A STANDARD NCGS DISK STAMPED---BENNETT 1983---,
 FA4646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4646'RECESSED 3 INCHES BELOW GROUND.  LOCATED 39.6 FT NORTHEAST OF THE
 FA4646'CENTERLINE OF THE HIGHWAY, 59.0 FT NORTHWEST OF THE CENTERLINE OF
 FA4646'THE ROAD, 57.6 FT SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT,
 FA4646'129.5 FT SOUTH OF THE SOUTH-MOST CORNER OF A WHITE SHINGLED HOUSE AT
 FA4646'THE CORNER OF A BRICK PORCH, 22.2 FT WEST OF THE CENTER OF A WATER
 FA4646'METER, AND 60.0 FT SOUTH-SOUTHEAST OF A POWER POLE (136) WITH A
 FA4646'REFERENCE TAG.
 FA4646'
 FA4646'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5981 ***********************************************************************
 AE5981  DESIGNATION -  BENNETT
 AE5981  PID         -  AE5981
 AE5981  STATE/COUNTY-  NC/PAMLICO
 AE5981  USGS QUAD   -  CHERRY POINT (1994)
 AE5981
 AE5981                         *CURRENT SURVEY CONTROL
 AE5981  ___________________________________________________________________
 AE5981* NAD 83(2001)-  34 58 57.86184(N)    076 48 42.49527(W)     ADJUSTED  
 AE5981* NAVD 88     -         9.831  (meters)      32.25   (feet)  ADJUSTED  
 AE5981  ___________________________________________________________________
 AE5981  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AE5981  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 AE5981  DYNAMIC HT  -           9.822 (meters)      32.22  (feet)  COMP
 AE5981  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 AE5981
 AE5981  HORZ ORDER  -  SECOND
 AE5981  VERT ORDER  -  SECOND    CLASS II
 AE5981
 AE5981.The horizontal coordinates were established by classical geodetic methods
 AE5981.and adjusted by the National Geodetic Survey in August 2005.
 AE5981
 AE5981.The orthometric height was determined by differential leveling
 AE5981.and adjusted in June 1998.
 AE5981
 AE5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5981
 AE5981.The geoid height was determined by GEOID03.
 AE5981
 AE5981.The dynamic height is computed by dividing the NAVD 88
 AE5981.geopotential number by the normal gravity value computed on the
 AE5981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5981.degrees latitude (g = 980.6199 gals.).
 AE5981
 AE5981.The modeled gravity was interpolated from observed gravity values.
 AE5981
 AE5981;                    North         East     Units Scale Factor Converg.
 AE5981;SPC NC       -   138,949.678   809,360.100   MT  0.99988355   +1 15 46.7
 AE5981;SPC NC       -   455,870.74  2,655,375.59   sFT  0.99988355   +1 15 46.7
 AE5981;UTM  18      - 3,872,628.330   334,625.632   MT  0.99993707   -1 02 20.4
 AE5981
 AE5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5981!SPC NC       -   1.00000434  x   0.99988355  =   0.99988789
 AE5981!UTM  18      -   1.00000434  x   0.99993707  =   0.99994141
 AE5981
 AE5981                          SUPERSEDED SURVEY CONTROL
 AE5981
 AE5981  NAD 83(1986)-  34 58 57.87228(N)    076 48 42.50497(W) AD(       ) 2
 AE5981  NGVD 29 (04/29/98)   10.14   (m)           33.3    (f) LEVELING    3  
 AE5981
 AE5981.Superseded values are not recommended for survey control.
 AE5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5981.See file dsdata.txt to determine how the superseded data were derived.
 AE5981
 AE5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3462672628(NAD 83)
 AE5981_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5981_STAMPING: BENNETT 1984
 AE5981_MARK LOGO: NCGS  
 AE5981_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5981+STABILITY: SURFACE MOTION
 AE5981
 AE5981  HISTORY     - Date     Condition        Report By
 AE5981  HISTORY     - 1984     MONUMENTED       NCGS
 AE5981
 AE5981                          STATION DESCRIPTION
 AE5981
 AE5981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE5981'STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) NORTH-NORTHEAST OF
 AE5981'MINNESOTT. ALONG NC 306 FOR 1.8 KM (1.10 MI) NORTH OF THE MINNESOTT
 AE5981'FERRY LANDING, OR 0.5 KM (0.30 MI) SOUTH OF SR 1211, AND NEAR THE
 AE5981'BENNETT STREET INTERSECTION. MARK IS RECESSED 2 INCHES BELOW GROUND
 AE5981'AND IS LEVEL WITH HIGHWAY. LOCATED 11.49 M (37.70 FT) WEST OF THE
 AE5981'CENTERLINE OF THE HIGHWAY, 32.84 M (107.74 FT) EAST-SOUTHEAST OF THE
 AE5981'SOUTHEAST CORNER OF A BRICK HOUSE, 41.92 M (137.53 FT) SOUTH-SOUTHEAST
 AE5981'OF A FIRE HYDRANT, 5.46 M (17.91 FT) SOUTHEAST OF A PROPERTY IRON, AND
 AE5981'7.10 M (23.29 FT) EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8903 ***********************************************************************
 AF8903  DESIGNATION -  BENNETT
 AF8903  PID         -  AF8903
 AF8903  STATE/COUNTY-  NC/WASHINGTON
 AF8903  USGS QUAD   -  PLYMOUTH WEST (1987)
 AF8903
 AF8903                         *CURRENT SURVEY CONTROL
 AF8903  ___________________________________________________________________
 AF8903* NAD 83(2001)-  35 49 48.48049(N)    076 46 42.71723(W)     ADJUSTED  
 AF8903* NAVD 88     -        11.16   (meters)      36.6    (feet)  LEVELING  
 AF8903  ___________________________________________________________________
 AF8903  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AF8903  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 AF8903  HORZ ORDER  -  SECOND
 AF8903  VERT ORDER  -  THIRD ?
 AF8903
 AF8903.The horizontal coordinates were established by classical geodetic methods
 AF8903.and adjusted by the National Geodetic Survey in August 2005.
 AF8903
 AF8903.The orthometric height was determined by differential leveling.
 AF8903.The vertical network tie was performed by a horz. field party for horz.
 AF8903.obs reductions. Reset procedures were used to establish the elevation.
 AF8903
 AF8903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8903
 AF8903.The geoid height was determined by GEOID03.
 AF8903
 AF8903;                    North         East     Units Scale Factor Converg.
 AF8903;SPC NC       -   232,999.533   810,293.456   MT  0.99992343   +1 16 55.8
 AF8903;SPC NC       -   764,432.63  2,658,437.78   sFT  0.99992343   +1 16 55.8
 AF8903;UTM  18      - 3,966,567.868   339,353.846   MT  0.99991801   -1 02 28.9
 AF8903
 AF8903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8903!SPC NC       -   1.00000400  x   0.99992343  =   0.99992743
 AF8903!UTM  18      -   1.00000400  x   0.99991801  =   0.99992201
 AF8903
 AF8903                          SUPERSEDED SURVEY CONTROL
 AF8903
 AF8903  NAD 83(1986)-  35 49 48.49297(N)    076 46 42.72761(W) AD(       ) 2
 AF8903
 AF8903.Superseded values are not recommended for survey control.
 AF8903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8903.See file dsdata.txt to determine how the superseded data were derived.
 AF8903
 AF8903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3935466568(NAD 83)
 AF8903_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8903_STAMPING: BENNETT 1989
 AF8903_MARK LOGO: NCGS  
 AF8903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8903+STABILITY: SURFACE MOTION
 AF8903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8903+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF8903
 AF8903  HISTORY     - Date     Condition        Report By
 AF8903  HISTORY     - 1989     MONUMENTED       NCGS
 AF8903
 AF8903                          STATION DESCRIPTION
 AF8903
 AF8903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AF8903'STATION IS LOCATED ABOUT 4.30 KM (2.65 MI) SOUTHWEST OF PLYMOUTH AND
 AF8903'10.93 KM (6.80 MI) EAST-NORTHEAST OF JAMESVILLE.$ALONG US 64 FOR 1.29
 AF8903'KM (0.80 MI) SOUTHWEST FROM NC 149 AND SR 1100 (LONG RIDGE ROAD) T0 SR
 AF8903'1351 (BENNETT DRIVE), OR 0.56 KM (0.35 MI) EAST OF THE WELCH CREEK
 AF8903'BRIDGE (COUNTY LINE), ON THE SOUTHEAST SIDE OF THE
 AF8903'T-INTERSECTION.$MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED 2 INCHES
 AF8903'BELOW GROUND. LOCATED 5.85 M (19.19 FT) SOUTH-SOUTHEAST OF THE
 AF8903'CENTERLINE OF THE EAST-BOUND LANE OF US 64, 11.20 M (36.75 FT)
 AF8903'EAST-NORTHEAST OF THE CENTERLINE OF WESTMOST DRIVEWAY, 16.30 M (53.48
 AF8903'FT) WEST-SOUTHWEST OF THE CENTERLINE OF EASTMOST DRIVEWAY, 28.90 M
 AF8903'(94.82 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, AND 13.50 M (44.29
 AF8903'FT) WEST-NORTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9404 ***********************************************************************
 AF9404  DESIGNATION -  BENNETT
 AF9404  PID         -  AF9404
 AF9404  STATE/COUNTY-  NC/ROCKINGHAM
 AF9404  USGS QUAD   -  SPENCER (1967)
 AF9404
 AF9404                         *CURRENT SURVEY CONTROL
 AF9404  ___________________________________________________________________
 AF9404* NAD 83(2007)-  36 32 14.80502(N)    080 01 10.06912(W)     ADJUSTED  
 AF9404* NAVD 88     -       293.549  (meters)     963.09   (feet)  ADJUSTED  
 AF9404  ___________________________________________________________________
 AF9404  EPOCH DATE  -        2002.00
 AF9404  X           -     889,259.839 (meters)                     COMP
 AF9404  Y           -  -5,053,280.698 (meters)                     COMP
 AF9404  Z           -   3,776,429.237 (meters)                     COMP
 AF9404  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AF9404  ELLIP HEIGHT-         260.721 (meters)          (02/10/07) ADJUSTED
 AF9404  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AF9404  DYNAMIC HT  -         293.291 (meters)     962.24  (feet)  COMP
 AF9404
 AF9404  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9404  Type    PID    Designation                      North   East  Ellip
 AF9404  -------------------------------------------------------------------
 AF9404  NETWORK AF9404 BENNETT                           0.76   0.65   1.51
 AF9404  -------------------------------------------------------------------
 AF9404  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 AF9404
 AF9404  VERT ORDER  -  SECOND    CLASS II
 AF9404
 AF9404.The horizontal coordinates were established by GPS observations
 AF9404.and adjusted by the National Geodetic Survey in February 2007.
 AF9404
 AF9404.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9404.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9404.The horizontal coordinates are valid at the epoch date displayed above.
 AF9404.The epoch date for horizontal control is a decimal equivalence
 AF9404.of Year/Month/Day.
 AF9404
 AF9404.The orthometric height was determined by differential leveling
 AF9404.and adjusted in January 2000.
 AF9404.No vertical observational check was made to the station.
 AF9404
 AF9404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9404
 AF9404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9404
 AF9404.The ellipsoidal height was determined by GPS observations
 AF9404.and is referenced to NAD 83.
 AF9404
 AF9404.The geoid height was determined by GEOID03.
 AF9404
 AF9404.The dynamic height is computed by dividing the NAVD 88
 AF9404.geopotential number by the normal gravity value computed on the
 AF9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9404.degrees latitude (g = 980.6199 gals.).
 AF9404
 AF9404.The modeled gravity was interpolated from observed gravity values.
 AF9404
 AF9404;                    North         East     Units Scale Factor Converg.
 AF9404;SPC NC       -   309,708.678   518,300.577   MT  1.00012462   -0 35 18.3
 AF9404;SPC NC       - 1,016,102.55  1,700,457.81   sFT  1.00012462   -0 35 18.3
 AF9404;UTM  17      - 4,044,008.890   587,771.150   MT  0.99969491   +0 35 01.7
 AF9404
 AF9404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9404!SPC NC       -   0.99995908  x   1.00012462  =   1.00008370
 AF9404!UTM  17      -   0.99995908  x   0.99969491  =   0.99965401
 AF9404
 AF9404:                Primary Azimuth Mark                     Grid Az
 AF9404:SPC NC       -  MARTINS                                  076 14 28.9
 AF9404:UTM  17      -  MARTINS                                  075 04 08.9
 AF9404
 AF9404|---------------------------------------------------------------------|
 AF9404| PID    Reference Object                     Distance      Geod. Az  |
 AF9404|                                                           dddmmss.s |
 AF9404| AF9403 MARTINS                             441.848 METERS 0753910.6 |
 AF9404|---------------------------------------------------------------------|
 AF9404
 AF9404                          SUPERSEDED SURVEY CONTROL
 AF9404
 AF9404  NAD 83(2001)-  36 32 14.80553(N)    080 01 10.06870(W) AD(       ) 1
 AF9404  ELLIP H (03/13/03)  260.702  (m)                       GP(       ) 4 2
 AF9404  NAD 83(1986)-  36 32 14.81307(N)    080 01 10.07496(W) AD(       ) 1
 AF9404  NGVD 29 (07/20/98)  293.74   (m)          963.7    (f) LEVELING    3  
 AF9404
 AF9404.Superseded values are not recommended for survey control.
 AF9404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9404.See file dsdata.txt to determine how the superseded data were derived.
 AF9404
 AF9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8777144009(NAD 83)
 AF9404_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9404_STAMPING: BENNETT 1993
 AF9404_MARK LOGO: NCGS  
 AF9404_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9404+STABILITY: SURFACE MOTION
 AF9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9404+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9404
 AF9404  HISTORY     - Date     Condition        Report By
 AF9404  HISTORY     - 1993     MONUMENTED       NCGS
 AF9404
 AF9404                          STATION DESCRIPTION
 AF9404
 AF9404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9404'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH-NORTHWEST OF MADISON
 AF9404'AND 13.5 MI (21.7 KM) NORTHEAST OF DANBURY AND NEAR THE NORTHWEST
 AF9404'CORNER OF THE COUNTY. ALONG SR 1358 (ANGLIN MILL ROAD) FOR 0.5 MI (0.8
 AF9404'KM) EAST FROM THE STOKES-ROCKINGHAM COUNTY LINE, IN THE EAST QUADRANT
 AF9404'OF THE T-INTERSECTION WITH SR 1354 (BENNETT ROAD). MARK IS ABOUT
 AF9404'2-FEET HIGHER THAN SR 1358 AND RECESSED 3 INCHES BELOW GROUND.
 AF9404'LOCATED 55.5 FT (16.9 M) SOUTHEAST OF THE CENTERLINE OF SR 1358, 20.0
 AF9404'FT (6.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1354, 131.7 FT
 AF9404'(40.1 M) EAST OF NCGS BM ROC 28 1973--AND 75.2 FT (22.9 M) WEST OF A
 AF9404'16 INCH OAK, 16.3 FT (5.0 M) SOUTH OF A TELEPHONE PEDESTAL BESIDE A
 AF9404'POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5468 ***********************************************************************
 AH5468  DESIGNATION -  BENNETT
 AH5468  PID         -  AH5468
 AH5468  STATE/COUNTY-  NC/CUMBERLAND
 AH5468  USGS QUAD   -  CEDAR CREEK (1986)
 AH5468
 AH5468                         *CURRENT SURVEY CONTROL
 AH5468  ___________________________________________________________________
 AH5468* NAD 83(2001)-  34 55 42.69636(N)    078 51 19.59286(W)     ADJUSTED  
 AH5468* NAVD 88     -        42.9    (meters)     141.     (feet)  VERTCON   
 AH5468  ___________________________________________________________________
 AH5468  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AH5468  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AH5468  HORZ ORDER  -  SECOND
 AH5468
 AH5468.The horizontal coordinates were established by classical geodetic methods
 AH5468.and adjusted by the National Geodetic Survey in August 2005.
 AH5468
 AH5468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5468
 AH5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5468
 AH5468.The geoid height was determined by GEOID03.
 AH5468
 AH5468;                    North         East     Units Scale Factor Converg.
 AH5468;SPC NC       -   130,743.928   622,807.599   MT  0.99988841   +0 05 00.4
 AH5468;SPC NC       -   428,949.04  2,043,327.93   sFT  0.99988841   +0 05 00.4
 AH5468;UTM  17      - 3,867,216.485   695,880.317   MT  1.00007291   +1 13 41.8
 AH5468
 AH5468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5468!SPC NC       -   0.99999856  x   0.99988841  =   0.99988697
 AH5468!UTM  17      -   0.99999856  x   1.00007291  =   1.00007147
 AH5468
 AH5468                          SUPERSEDED SURVEY CONTROL
 AH5468
 AH5468  NAD 83(1986)-  34 55 42.70249(N)    078 51 19.60203(W) AD(       ) 2
 AH5468  NGVD 29 (11/23/98)   43.1    (m)          141.     (f) VERT ANG    3  
 AH5468
 AH5468.Superseded values are not recommended for survey control.
 AH5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5468.See file dsdata.txt to determine how the superseded data were derived.
 AH5468
 AH5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9588067216(NAD 83)
 AH5468_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5468_STAMPING: BENNETT 1985
 AH5468_MARK LOGO: NCGS  
 AH5468_PROJECTION: FLUSH
 AH5468_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5468+STABILITY: SURFACE MOTION
 AH5468
 AH5468  HISTORY     - Date     Condition        Report By
 AH5468  HISTORY     - 1985     MONUMENTED       NCGS
 AH5468
 AH5468                          STATION DESCRIPTION
 AH5468
 AH5468'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AH5468'STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTH OF FAYETTEVILLE, AND
 AH5468'ABOUT 9.5 KM (5.90 MI) EAST-SOUTHEAST OF HOPE MILLS. ALONG NC 87 FOR
 AH5468'6.0 KM (3.70 MI) SOUTH FROM THE CENTER OF I-95 OVERPASSES, OR 0.2 KM
 AH5468'(0.10 MI) SOUTHWEST OF SR 2238. MARK IS 5-FEET HIGHER THAN HIGHWAY AND
 AH5468'RECESSED 4 INCHES BELOW GROUND. LOCATED 13.4 M (44.0 FT) NORTHWEST OF
 AH5468'CENTERLINE OF NC 87, 26.0 M (85.3 FT) SOUTHEAST OF SOUTHEAST CORNER OF
 AH5468'HOUSE, 27.9 M (91.5 FT) SOUTH-SOUTHEAST OF NORTHEAST CORNER OF PORCH,
 AH5468'27.2 M (89.2 FT) SOUTHWEST OF SOUTH END OF CULVERT UNDER DRIVE, AND
 AH5468'7.4 M (24.3 FT) NORTHEAST OF POWER POLE (293) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1775 ***********************************************************************
 AI1775  DESIGNATION -  BENNETT
 AI1775  PID         -  AI1775
 AI1775  STATE/COUNTY-  NC/CHATHAM
 AI1775  USGS QUAD   -  BENNETT (1968)
 AI1775
 AI1775                         *CURRENT SURVEY CONTROL
 AI1775  ___________________________________________________________________
 AI1775* NAD 83(2007)-  35 33 33.84752(N)    079 32 53.31874(W)     ADJUSTED  
 AI1775* NAVD 88     -       145.6    (meters)     478.     (feet)  GPS OBS   
 AI1775  ___________________________________________________________________
 AI1775  EPOCH DATE  -        2002.00
 AI1775  X           -     942,362.082 (meters)                     COMP
 AI1775  Y           -  -5,108,483.009 (meters)                     COMP
 AI1775  Z           -   3,688,598.389 (meters)                     COMP
 AI1775  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AI1775  ELLIP HEIGHT-         114.902 (meters)          (02/10/07) ADJUSTED
 AI1775  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AI1775
 AI1775  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1775  Type    PID    Designation                      North   East  Ellip
 AI1775  -------------------------------------------------------------------
 AI1775  NETWORK AI1775 BENNETT                           1.57   1.25   3.02
 AI1775  -------------------------------------------------------------------
 AI1775
 AI1775.The horizontal coordinates were established by GPS observations
 AI1775.and adjusted by the National Geodetic Survey in February 2007.
 AI1775
 AI1775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1775.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1775.The horizontal coordinates are valid at the epoch date displayed above.
 AI1775.The epoch date for horizontal control is a decimal equivalence
 AI1775.of Year/Month/Day.
 AI1775
 AI1775.The orthometric height was determined by GPS observations and a
 AI1775.high-resolution geoid model.
 AI1775
 AI1775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1775
 AI1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1775
 AI1775.The ellipsoidal height was determined by GPS observations
 AI1775.and is referenced to NAD 83.
 AI1775
 AI1775.The geoid height was determined by GEOID03.
 AI1775
 AI1775;                    North         East     Units Scale Factor Converg.
 AI1775;SPC NC       -   200,855.432   559,910.951   MT  0.99988696   -0 18 58.9
 AI1775;SPC NC       -   658,973.20  1,836,974.51   sFT  0.99988696   -0 18 58.9
 AI1775;UTM  17      - 3,936,051.123   631,580.897   MT  0.99981336   +0 50 40.0
 AI1775
 AI1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1775!SPC NC       -   0.99998197  x   0.99988696  =   0.99986893
 AI1775!UTM  17      -   0.99998197  x   0.99981336  =   0.99979533
 AI1775
 AI1775                          SUPERSEDED SURVEY CONTROL
 AI1775
 AI1775  NAD 83(2001)-  35 33 33.84758(N)    079 32 53.31909(W) AD(       ) 1
 AI1775  ELLIP H (03/13/03)  114.920  (m)                       GP(       ) 4 2
 AI1775  NAD 83(1986)-  35 33 33.85418(N)    079 32 53.32681(W) AD(       ) 1
 AI1775
 AI1775.Superseded values are not recommended for survey control.
 AI1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1775.See file dsdata.txt to determine how the superseded data were derived.
 AI1775
 AI1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3158136051(NAD 83)
 AI1775_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1775_STAMPING: BENNETT 1989
 AI1775_MARK LOGO: NCGS  
 AI1775_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1775+STABILITY: SURFACE MOTION
 AI1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1775+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1775
 AI1775  HISTORY     - Date     Condition        Report By
 AI1775  HISTORY     - 1989     MONUMENTED       NCGS
 AI1775
 AI1775                          STATION DESCRIPTION
 AI1775
 AI1775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1775'STATION IS LOCATED IN BENNETT, IN THE EAST QUADRANT OF THE NC 22-42
 AI1775'CROSSROADS INTERSECTION WITH SR 1002 (HOWARDS MILL ROAD) AND SR 1163
 AI1775'(WASHINGTON STREET). MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AI1775'LOCATED 9.30 M (30.51 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 AI1775'11.70 M (38.39 FT) SOPUTHEAST OF THE CENTERLINE OF WASHINGTON STREET,
 AI1775'5.85 M (19.19 FT) SOUTH OF THE SOUTH END OF A ROAD CULVERT, 25.53 M
 AI1775'(83.76 FT) SOUTHWEST OF A TELEPHONE PEDESTAL, 33.30 M (109.25 FT)
 AI1775'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE AND 46.12 M
 AI1775'(151.31 FT) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL AT POST WITH
 AI1775'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1776 ***********************************************************************
 AI1776  DESIGNATION -  BENNETT AZ MK
 AI1776  PID         -  AI1776
 AI1776  STATE/COUNTY-  NC/CHATHAM
 AI1776  USGS QUAD   -  BENNETT (1968)
 AI1776
 AI1776                         *CURRENT SURVEY CONTROL
 AI1776  ___________________________________________________________________
 AI1776* NAD 83(2001)-  35 33 47.20277(N)    079 33 05.60457(W)     ADJUSTED  
 AI1776* NAVD 88     -       138.8    (meters)     455.     (feet)  VERT ANG  
 AI1776  ___________________________________________________________________
 AI1776  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AI1776  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 AI1776  HORZ ORDER  -  SECOND
 AI1776
 AI1776.The horizontal coordinates were established by classical geodetic methods
 AI1776.and adjusted by the National Geodetic Survey in August 2005.
 AI1776
 AI1776.The orthometric height was determined by vertical angle observations.
 AI1776
 AI1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1776
 AI1776.The geoid height was determined by GEOID03.
 AI1776
 AI1776;                    North         East     Units Scale Factor Converg.
 AI1776;SPC NC       -   201,268.697   559,603.871   MT  0.99988731   -0 19 06.0
 AI1776;SPC NC       -   660,329.05  1,835,967.03   sFT  0.99988731   -0 19 06.0
 AI1776;UTM  17      - 3,936,458.052   631,265.531   MT  0.99981233   +0 50 33.1
 AI1776
 AI1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1776!SPC NC       -   0.99998302  x   0.99988731  =   0.99987034
 AI1776!UTM  17      -   0.99998302  x   0.99981233  =   0.99979536
 AI1776
 AI1776                          SUPERSEDED SURVEY CONTROL
 AI1776
 AI1776  NAD 83(1986)-  35 33 47.20936(N)    079 33 05.61229(W) AD(       ) 2
 AI1776
 AI1776.Superseded values are not recommended for survey control.
 AI1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1776.See file dsdata.txt to determine how the superseded data were derived.
 AI1776
 AI1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3126636458(NAD 83)
 AI1776_MARKER: DZ = AZIMUTH MARK DISK
 AI1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1776_STAMPING: BENNETT 1989
 AI1776_MARK LOGO: NCGS  
 AI1776_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1776+STABILITY: SURFACE MOTION
 AI1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1776+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1776
 AI1776  HISTORY     - Date     Condition        Report By
 AI1776  HISTORY     - 1989     MONUMENTED       NCGS
 AI1776
 AI1776                          STATION DESCRIPTION
 AI1776
 AI1776'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1776'STATION IS LOCATED IN BENNETT. ALONG NC HIGHWAY 22-42 FOR 0.5 KM (0.30
 AI1776'MI) NORTHWEST FROM SR 1002 (HOWARDS MILL ROAD) AND SR 1163 (WASHINGTON
 AI1776'STREET) CROSSROADS, IN SOUTHEAST CORNER OF THE SMITH YARD. MARK IS 1
 AI1776'FOOT (0.3 M) LOWER THAN THE HIGHWAY AND IS FLUSH WITH THE GROUND.
 AI1776'LOCATED 7.07 M (23.20 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 19.4
 AI1776'M (63.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF DRIVEWAY, 29.25 M (95.96
 AI1776'FT) EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE--AND 15.35 M (50.36
 AI1776'FT) SOUTHEAST OF A POWER POLE, 32.90 M (107.94 FT) NORTH-NORTHWEST OF
 AI1776'A TELEPHONE PEDESTAL AT A POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3907 ***********************************************************************
 FX3907  DESIGNATION -  BENNETTS
 FX3907  PID         -  FX3907
 FX3907  STATE/COUNTY-  NC/GATES
 FX3907  USGS QUAD   -  GATESVILLE (1990)
 FX3907
 FX3907                         *CURRENT SURVEY CONTROL
 FX3907  ___________________________________________________________________
 FX3907* NAD 83(2001)-  36 23 55.89831(N)    076 45 00.34742(W)     ADJUSTED  
 FX3907* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 FX3907  ___________________________________________________________________
 FX3907  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 FX3907  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 FX3907  HORZ ORDER  -  SECOND
 FX3907
 FX3907.The horizontal coordinates were established by classical geodetic methods
 FX3907.and adjusted by the National Geodetic Survey in August 2005.
 FX3907
 FX3907.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3907
 FX3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3907
 FX3907.The geoid height was determined by GEOID03.
 FX3907
 FX3907;                    North         East     Units Scale Factor Converg.
 FX3907;SPC NC       -   296,147.159   811,431.855   MT  1.00007309   +1 17 54.9
 FX3907;SPC NC       -   971,609.47  2,662,172.68   sFT  1.00007309   +1 17 54.9
 FX3907;UTM  18      - 4,029,611.977   343,058.774   MT  0.99990347   -1 02 19.4
 FX3907
 FX3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3907!SPC NC       -   1.00000549  x   1.00007309  =   1.00007858
 FX3907!UTM  18      -   1.00000549  x   0.99990347  =   0.99990896
 FX3907
 FX3907:                Primary Azimuth Mark                     Grid Az
 FX3907:SPC NC       -  MITCHELL                                 125 01 25.5
 FX3907:UTM  18      -  MITCHELL                                 127 21 39.8
 FX3907
 FX3907|---------------------------------------------------------------------|
 FX3907| PID    Reference Object                     Distance      Geod. Az  |
 FX3907|                                                           dddmmss.s |
 FX3907| FX3829 MITCHELL                            APPROX. 0.8 KM 1261920.4 |
 FX3907| FX3906 PURINA                              230.295 METERS 33254     |
 FX3907|---------------------------------------------------------------------|
 FX3907
 FX3907                          SUPERSEDED SURVEY CONTROL
 FX3907
 FX3907  NAD 83(1993)-  36 23 55.89878(N)    076 45 00.35305(W) AD(       ) 2
 FX3907  NAD 83(1986)-  36 23 55.90974(N)    076 45 00.36381(W) AD(       ) 2
 FX3907  NAD 27      -  36 23 55.35164(N)    076 45 01.52512(W) AD(       ) 2
 FX3907  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG    3  
 FX3907
 FX3907.Superseded values are not recommended for survey control.
 FX3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3907.See file dsdata.txt to determine how the superseded data were derived.
 FX3907
 FX3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4305929612(NAD 83)
 FX3907_MARKER: DE = TRAVERSE STATION DISK
 FX3907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX3907_STAMPING: BENNETTS 1973
 FX3907_MARK LOGO: NCGS  
 FX3907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3907+STABILITY: SURFACE MOTION
 FX3907
 FX3907  HISTORY     - Date     Condition        Report By
 FX3907  HISTORY     - 1973     MONUMENTED       NCGS
 FX3907
 FX3907                          STATION DESCRIPTION
 FX3907
 FX3907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX3907'BENNETTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX3907'THE VICINITY OF GATESVILLE, NORTH CAROLINA.
 FX3907'
 FX3907'BENNETTS IS LOCATED APPROXIMATELY 0.4 MILES SSE OF GATESVILLE.  TO
 FX3907'REACH STATION FROM THE INTERSECTION OF NC 37 AND NC 137 IN
 FX3907'GATESVILLE, PROCEED SE ALONG NC 37 FOR 0.35 MILES TO STATION ON RIGHT
 FX3907'SHOULDER, APPROXIMATELY 70 FEET SE OF BENNETTS CREEK BRIDGE.
 FX3907'
 FX3907'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FX3907'BENNETTS 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FX3907'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FX3907'
 FX3907'MARK IS
 FX3907'13.5 FEET WSW OF C/L OF NC 37.
 FX3907'80.4 FEET SE OF THE SOUTH END OF BRIDGE CURBING ADJACENT TO EAST
 FX3907'BOUND LANE OF NC 37.
 FX3907'85.4 FEET S OF THE NE END OF BRIDGE CURBING ADJACENT TO WEST
 FX3907'BOUND LANE OF NC 37.
 FX3907'17.4 FEET SE OF 4 INCH BY 4 INCH SIGN POST W/ALUMINUM REF.
 FX3907'TAG.  15.1 FEET NE OF TELEPHONE POLE NO. 2 W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1091 ***********************************************************************
 EZ1091  DESIGNATION -  BENNIE
 EZ1091  PID         -  EZ1091
 EZ1091  STATE/COUNTY-  NC/DURHAM
 EZ1091  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ1091
 EZ1091                         *CURRENT SURVEY CONTROL
 EZ1091  ___________________________________________________________________
 EZ1091* NAD 83(2001)-  35 53 07.33179(N)    078 49 48.55615(W)     ADJUSTED  
 EZ1091* NAVD 88     -       119.220  (meters)     391.14   (feet)  ADJUSTED  
 EZ1091  ___________________________________________________________________
 EZ1091  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 EZ1091  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EZ1091  DYNAMIC HT  -         119.120 (meters)     390.81  (feet)  COMP
 EZ1091  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 EZ1091
 EZ1091  HORZ ORDER  -  SECOND
 EZ1091  VERT ORDER  -  SECOND    CLASS II
 EZ1091
 EZ1091.The horizontal coordinates were established by classical geodetic methods
 EZ1091.and adjusted by the National Geodetic Survey in August 2005.
 EZ1091
 EZ1091.The orthometric height was determined by differential leveling
 EZ1091.and adjusted in June 1991.
 EZ1091
 EZ1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1091
 EZ1091.The geoid height was determined by GEOID03.
 EZ1091
 EZ1091.The dynamic height is computed by dividing the NAVD 88
 EZ1091.geopotential number by the normal gravity value computed on the
 EZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1091.degrees latitude (g = 980.6199 gals.).
 EZ1091
 EZ1091.The modeled gravity was interpolated from observed gravity values.
 EZ1091
 EZ1091;                    North         East     Units Scale Factor Converg.
 EZ1091;SPC NC       -   236,895.412   624,936.224   MT  0.99993362   +0 05 52.9
 EZ1091;SPC NC       -   777,214.36  2,050,311.59   sFT  0.99993362   +0 05 52.9
 EZ1091;UTM  17      - 3,973,408.950   695,860.415   MT  1.00007271   +1 16 20.3
 EZ1091
 EZ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1091!SPC NC       -   0.99998629  x   0.99993362  =   0.99991991
 EZ1091!UTM  17      -   0.99998629  x   1.00007271  =   1.00005900
 EZ1091
 EZ1091:                Primary Azimuth Mark                     Grid Az
 EZ1091:SPC NC       -  NC F                                     026 46 44.4
 EZ1091:UTM  17      -  NC F                                     025 36 17.0
 EZ1091
 EZ1091|---------------------------------------------------------------------|
 EZ1091| PID    Reference Object                     Distance      Geod. Az  |
 EZ1091|                                                           dddmmss.s |
 EZ1091| EZ1092 NC F                                APPROX. 0.6 KM 0265237.3 |
 EZ1091|---------------------------------------------------------------------|
 EZ1091
 EZ1091                          SUPERSEDED SURVEY CONTROL
 EZ1091
 EZ1091  NAD 83(1986)-  35 53 07.33520(N)    078 49 48.56823(W) AD(       ) 2
 EZ1091  NAD 27      -  35 53 06.81210(N)    078 49 49.54769(W) AD(       ) 2
 EZ1091  NGVD 29 (??/??/92)  119.471  (m)          391.96   (f) ADJ UNCH    2 2
 EZ1091
 EZ1091.Superseded values are not recommended for survey control.
 EZ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1091.See file dsdata.txt to determine how the superseded data were derived.
 EZ1091
 EZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9586073409(NAD 83)
 EZ1091_MARKER: DE = TRAVERSE STATION DISK
 EZ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1091_STAMPING: BENNIE 1973
 EZ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1091+STABILITY: SURFACE MOTION
 EZ1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1091+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2008
 EZ1091
 EZ1091  HISTORY     - Date     Condition        Report By
 EZ1091  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1091  HISTORY     - 1974     GOOD             NCGS
 EZ1091  HISTORY     - 20040611 GOOD             USPSQD
 EZ1091  HISTORY     - 20050917 GOOD             USPSQD
 EZ1091  HISTORY     - 20051020 GOOD             USPSQD
 EZ1091  HISTORY     - 20081231 GOOD             GEOCAC
 EZ1091
 EZ1091                          STATION DESCRIPTION
 EZ1091
 EZ1091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA)
 EZ1091'BENNIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1091'VICINITY OF MORRISVILLE, NORTH CAROLINA.
 EZ1091'
 EZ1091'BENNIE IS LOCATED APPROXIMATELY 4.3 MILES N OF MORRISVILLE (WAKE
 EZ1091'COUNTY), AND 8.5 MILES SSE OF DURHAM.  TO REACH STATION FROM THE
 EZ1091'PAGE ROAD OVERPASS OF I40 (W), PROCEED NE ALONG PAGE ROAD FOR 0.6
 EZ1091'MILES TO STATION ON RIGHT IN EAST SHOULDER, 250 FEET S OF
 EZ1091'INTERSECTION WITH SR 1642 AND APPROXIMATELY 175 FEET WSW OF
 EZ1091'ABANDONED FRAME DWELLING.
 EZ1091'
 EZ1091'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BENNIE
 EZ1091'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ1091'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1091'
 EZ1091'MARK IS
 EZ1091'21.2 FEET SE OF C/L OF PAGE ROAD.
 EZ1091'16.0 FEET S OF C/L OF DIRT DRIVEWAY LEADING TO A 2 STORY FRAME
 EZ1091'HOUSE.
 EZ1091'89.1 FEET ENE OF PP W/ALUMINUM REF. TAG.
 EZ1091'43.3 FEET WNW OF 12 INCH SWEETGUM W/ALUMINUM REF. TAG.
 EZ1091'77.5 FEET WSW OF 18 INCH MAPLE W/ALUMINUM REF. TAG.
 EZ1091
 EZ1091                          STATION RECOVERY (1974)
 EZ1091
 EZ1091'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1091'4.3 MI N FROM MORRISVILLE.
 EZ1091'BENNIE IS LOCATED APPROXIMATELY 8.5 MILES SSE OF DURHAM.  TO REACH
 EZ1091'STATION FROM THE PAGE ROAD OVERPASS OF I-40 (W), PROCEED NE ALONG
 EZ1091'PAGE ROAD FOR 0.6 MILES TO STATION ON RIGHT IN EAST SHOULDER, 250
 EZ1091'FT SOUTH OF INTERSECTION WITH SR 1642, AND APPROXIMATELY 175 FT
 EZ1091'WSW OF ABANDONED FRAME DWELLING, 21.2 FT SE OF C/L OF PAGE ROAD,
 EZ1091'16.0 FT S OF C/L OF DIRT DRIVEWAY LEADING TO A 2 STORY FRAME HOUSE,
 EZ1091'89.1 FT ENE OF PP W/ALUMINUM REF. TAG, 43.3 FT WNW OF 12 IN
 EZ1091'SWEETGUM W/ALUMINUM REF. TAG, AND 77.5 FT WSW OF 18 IN MAPLE
 EZ1091'W/ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE
 EZ1091'CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1091
 EZ1091                          STATION RECOVERY (2004)
 EZ1091
 EZ1091'RECOVERY NOTE BY US POWER SQUADRON 2004 (JMC)
 EZ1091'RECOVERED IN GOOD CONDITION.
 EZ1091
 EZ1091                          STATION RECOVERY (2005)
 EZ1091
 EZ1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1091'RECOVERED IN GOOD CONDITION.
 EZ1091
 EZ1091                          STATION RECOVERY (2005)
 EZ1091
 EZ1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ1091'RECOVERED IN GOOD CONDITION.
 EZ1091
 EZ1091                          STATION RECOVERY (2008)
 EZ1091
 EZ1091'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2991 ***********************************************************************
 FY2991  DESIGNATION -  BENNY
 FY2991  PID         -  FY2991
 FY2991  STATE/COUNTY-  NC/PERSON
 FY2991  USGS QUAD   -  ROXBORO (1982)
 FY2991
 FY2991                         *CURRENT SURVEY CONTROL
 FY2991  ___________________________________________________________________
 FY2991* NAD 83(2001)-  36 24 47.57929(N)    078 54 04.75104(W)     ADJUSTED  
 FY2991* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 FY2991  ___________________________________________________________________
 FY2991  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FY2991  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FY2991  HORZ ORDER  -  SECOND
 FY2991
 FY2991.The horizontal coordinates were established by classical geodetic methods
 FY2991.and adjusted by the National Geodetic Survey in August 2005.
 FY2991
 FY2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2991
 FY2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2991
 FY2991.The geoid height was determined by GEOID03.
 FY2991
 FY2991;                    North         East     Units Scale Factor Converg.
 FY2991;SPC NC       -   295,457.407   618,452.640   MT  1.00007815   +0 03 25.0
 FY2991;SPC NC       -   969,346.51  2,029,040.04   sFT  1.00007815   +0 03 25.0
 FY2991;UTM  17      - 4,031,828.010   688,169.922   MT  1.00003627   +1 14 46.1
 FY2991
 FY2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2991!SPC NC       -   0.99997374  x   1.00007815  =   1.00005189
 FY2991!UTM  17      -   0.99997374  x   1.00003627  =   1.00001001
 FY2991
 FY2991:                Primary Azimuth Mark                     Grid Az
 FY2991:SPC NC       -  LONG                                     277 07 07.8
 FY2991:UTM  17      -  LONG                                     275 55 46.7
 FY2991
 FY2991|---------------------------------------------------------------------|
 FY2991| PID    Reference Object                     Distance      Geod. Az  |
 FY2991|                                                           dddmmss.s |
 FY2991| FY2993 LONG                                APPROX. 0.9 KM 2771032.8 |
 FY2991|---------------------------------------------------------------------|
 FY2991
 FY2991                          SUPERSEDED SURVEY CONTROL
 FY2991
 FY2991  NAD 83(1993)-  36 24 47.58360(N)    078 54 04.75117(W) AD(       ) 2
 FY2991  NAD 83(1986)-  36 24 47.58368(N)    078 54 04.75520(W) AD(       ) 2
 FY2991  NAD 27      -  36 24 47.07579(N)    078 54 05.72305(W) AD(       ) 2
 FY2991  NGVD 29 (07/19/86)  198.7    (m)          652.     (f) VERT ANG    3  
 FY2991
 FY2991.Superseded values are not recommended for survey control.
 FY2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2991.See file dsdata.txt to determine how the superseded data were derived.
 FY2991
 FY2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8817031828(NAD 83)
 FY2991_MARKER: DD = SURVEY DISK
 FY2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2991_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2991+STABILITY: SURFACE MOTION
 FY2991
 FY2991  HISTORY     - Date     Condition        Report By
 FY2991  HISTORY     - 1977     MONUMENTED       NCGS
 FY2991
 FY2991                          STATION DESCRIPTION
 FY2991
 FY2991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY2991'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES EAST-NORTHEAST OF
 FY2991'ROXBORO.
 FY2991'
 FY2991'TO REACH THE STATION FROM THE INTERSECTION OF NC 49, US 501 BUSINESS
 FY2991'AND US 501 BYPASS IN ROXBORO, PROCEED EASTERLY ALONG NC 49 FOR 2.2
 FY2991'MILES TO SR 1547 ON THE RIGHT, THENCE EASTERLY ALONG SR 1547 FOR 2.0
 FY2991'MILES TO SR 1520 (ALLENSVILLE SCHOOL ROAD) AND STATION APPROXIMATELY
 FY2991'200 FEET FROM INTERSECTION, AT THREE NORTH-SOUTH POWER POLES OF A HIGH
 FY2991'VOLTAGE TRANSMISSION LINE.
 FY2991'
 FY2991'STATION MARK IS A STANDARD DISK STAMPED---BENNY 1977---SET IN THE TOP
 FY2991'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY2991'MARK IS 201.0 FEET EAST OF CENTERLINE OF SR 1520, 174.0 FEET SOUTH OF
 FY2991'CENTERLINE OF SR 1547, 94.7 FEET NORTHEAST OF NORTHEAST CORNER OF
 FY2991'BENNY GENTRYS BRICK HOUSE, 4.2 FEET SOUTH-SOUTHWEST OF POWER POLE WITH
 FY2991'REFERENCE TAG AND 9.6 FEET NORTH-NORTHEAST OF POWER POLE WITH
 FY2991'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0975 ***********************************************************************
 EA0975  DESIGNATION -  BENSON
 EA0975  PID         -  EA0975
 EA0975  STATE/COUNTY-  NC/ONSLOW
 EA0975  USGS QUAD   -  CATHERINE LAKE (1980)
 EA0975
 EA0975                         *CURRENT SURVEY CONTROL
 EA0975  ___________________________________________________________________
 EA0975* NAD 83(2001)-  34 49 13.78542(N)    077 31 08.78153(W)     ADJUSTED  
 EA0975* NAVD 88     -        15.380  (meters)      50.46   (feet)  ADJUSTED  
 EA0975  ___________________________________________________________________
 EA0975  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EA0975  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 EA0975  DYNAMIC HT  -          15.366 (meters)      50.41  (feet)  COMP
 EA0975  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 EA0975
 EA0975  HORZ ORDER  -  SECOND
 EA0975  VERT ORDER  -  SECOND    CLASS II
 EA0975
 EA0975.The horizontal coordinates were established by classical geodetic methods
 EA0975.and adjusted by the National Geodetic Survey in August 2005.
 EA0975
 EA0975.The orthometric height was determined by differential leveling
 EA0975.and adjusted in June 1991.
 EA0975
 EA0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0975
 EA0975.The geoid height was determined by GEOID03.
 EA0975
 EA0975.The dynamic height is computed by dividing the NAVD 88
 EA0975.geopotential number by the normal gravity value computed on the
 EA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0975.degrees latitude (g = 980.6199 gals.).
 EA0975
 EA0975.The modeled gravity was interpolated from observed gravity values.
 EA0975
 EA0975;                    North         East     Units Scale Factor Converg.
 EA0975;SPC NC       -   119,761.260   745,065.414   MT  0.99990074   +0 51 17.0
 EA0975;SPC NC       -   392,916.73  2,444,435.45   sFT  0.99990074   +0 51 17.0
 EA0975;UTM  18      - 3,856,030.271   269,600.503   MT  1.00025431   -1 26 20.6
 EA0975
 EA0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0975!SPC NC       -   1.00000339  x   0.99990074  =   0.99990413
 EA0975!UTM  18      -   1.00000339  x   1.00025431  =   1.00025770
 EA0975
 EA0975:                Primary Azimuth Mark                     Grid Az
 EA0975:SPC NC       -  RHODES                                   324 34 36.6
 EA0975:UTM  18      -  RHODES                                   326 52 14.2
 EA0975
 EA0975|---------------------------------------------------------------------|
 EA0975| PID    Reference Object                     Distance      Geod. Az  |
 EA0975|                                                           dddmmss.s |
 EA0975| EA1077 RHODES                              APPROX. 0.8 KM 3252553.6 |
 EA0975|---------------------------------------------------------------------|
 EA0975
 EA0975                          SUPERSEDED SURVEY CONTROL
 EA0975
 EA0975  NAD 83(1986)-  34 49 13.79572(N)    077 31 08.79188(W) AD(       ) 2
 EA0975  NAD 27      -  34 49 13.20555(N)    077 31 09.91214(W) AD(       ) 2
 EA0975  NGVD 29 (??/??/92)   15.704  (m)           51.52   (f) ADJ UNCH    2 2
 EA0975
 EA0975.Superseded values are not recommended for survey control.
 EA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0975.See file dsdata.txt to determine how the superseded data were derived.
 EA0975
 EA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6960156030(NAD 83)
 EA0975_MARKER: DD = SURVEY DISK
 EA0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0975_STAMPING: BENSON 1974
 EA0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0975+STABILITY: SURFACE MOTION
 EA0975
 EA0975  HISTORY     - Date     Condition        Report By
 EA0975  HISTORY     - 1974     MONUMENTED       NCGS
 EA0975  HISTORY     - 1974     GOOD             NCGS
 EA0975
 EA0975                          STATION DESCRIPTION
 EA0975
 EA0975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0975'BENSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0975'THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA0975'
 EA0975'BENSON IS LOCATED APPROXIMATELY 5.7 MILES SOUTH OF RICHLANDS, AND
 EA0975'6.9 MILES NW OF JACKSONVILLE.  TO REACH STATION FROM INTERSECTION
 EA0975'U.S. 258 AND NC 53 WEST OF JACKSONVILLE, PROCEED WESTERLY ALONG
 EA0975'U.S. 258 FOR 5.75 MILES TO STATION ON LEFT IN SHOULDER, IN FRONT
 EA0975'OF A RESIDENCE WITH A HUGE OAK TREE ON FRONT LAWN OVERHANGING THE
 EA0975'HIGHWAY, STATION IS 1.65 MILES SOUTH OF SR 1314 WITH
 EA0975'INTERSECTION U.S. 258, 0.5 MILE NNW OF INTERSECTION WITH SR 1001
 EA0975'LEADING WEST TO CATHERINE LAKE.
 EA0975'
 EA0975'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0975'BENSON 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0975'WHICH IS 6 INCHES BELOW THE GROUND.
 EA0975'
 EA0975'MARK IS 17.7 FT SW OF C/L U.S. 258
 EA0975'
 EA0975'87.0 FT S OF C/L OF NORTH DRIVE TO A RESIDENCE
 EA0975'
 EA0975'13.8 FT NE OF 48 IN OAK AT EDGE OF LAWN
 EA0975'
 EA0975'103.4 FT W OF TP 978 WITH ALUMINUM REF. TAG
 EA0975'
 EA0975'105.3 FT SSW OF TP 2977 WITH ALUMINUM REF. TAG
 EA0975
 EA0975                          STATION RECOVERY (1974)
 EA0975
 EA0975'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EA0975'5.7 MI S FROM RICHLANDS.
 EA0975'BENSON IS LOCATED APPROXIMATELY 6.9 MILES NW OF JACKSONVILLE.  TO
 EA0975'REACH STATION FROM INTERSECTION US 258 AND NC 53 WEST OF JACKSONVILLE,
 EA0975'PROCEED WESTERLY ALONG US 258 FOR 5.75 MILES TO STATION ON LEFT IN
 EA0975'SHOULDER, IN FRONT OF A RESIDENCE WITH A HUGE OAK TREE ON FRONT LAWN
 EA0975'OVERHANGING THE HIGHWAY, STATION IS 1.65 MILES SOUTH OF SR 1314 WITH
 EA0975'INTERSECTION US 258, 0.5 MILE NNW OF INTERSECTION WITH SR 1001 LEADING
 EA0975'WEST TO CATHERINE LAKE.  17.7 FT. SW OF US 258, 87.0 FT. SOUTH OF C/L
 EA0975'OF NORTH DRIVE TO A RESIDENCE, 13.8 FT. NE OF 48 IN. OAK AT EDGE OF
 EA0975'LAWN, 103.4 FT. WEST OF TP NO. 978 WITH ALUMINUM REF. TAG, AND 105.3
 EA0975'FT. SSW OF TP NO. 2977 WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EA0975'CONCRETE CYLINDER 6 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0385 ***********************************************************************
 EZ0385  DESIGNATION -  BENSON
 EZ0385  PID         -  EZ0385
 EZ0385  STATE/COUNTY-  NC/JOHNSTON
 EZ0385  USGS QUAD   -  BENSON (1973)
 EZ0385
 EZ0385                         *CURRENT SURVEY CONTROL
 EZ0385  ___________________________________________________________________
 EZ0385* NAD 83(1986)-  35 22 57.     (N)    078 32 50.     (W)     SCALED    
 EZ0385* NAVD 88     -        74.617  (meters)     244.81   (feet)  ADJUSTED  
 EZ0385  ___________________________________________________________________
 EZ0385  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EZ0385  DYNAMIC HT  -          74.550 (meters)     244.59  (feet)  COMP
 EZ0385  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 EZ0385
 EZ0385  VERT ORDER  -  SECOND    CLASS 0
 EZ0385
 EZ0385.The horizontal coordinates were scaled from a topographic map and have
 EZ0385.an estimated accuracy of +/- 6 seconds.
 EZ0385
 EZ0385.The orthometric height was determined by differential leveling
 EZ0385.and adjusted in June 1991.
 EZ0385
 EZ0385.The geoid height was determined by GEOID03.
 EZ0385
 EZ0385.The dynamic height is computed by dividing the NAVD 88
 EZ0385.geopotential number by the normal gravity value computed on the
 EZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0385.degrees latitude (g = 980.6199 gals.).
 EZ0385
 EZ0385.The modeled gravity was interpolated from observed gravity values.
 EZ0385
 EZ0385;                    North         East    Units  Estimated Accuracy
 EZ0385;SPC NC       -   181,190.      650,740.      MT  (+/- 180 meters Scaled)
 EZ0385
 EZ0385                          SUPERSEDED SURVEY CONTROL
 EZ0385
 EZ0385  NGVD 29 (??/??/92)   74.895  (m)          245.72   (f) ADJ UNCH    2 0
 EZ0385
 EZ0385.Superseded values are not recommended for survey control.
 EZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0385.See file dsdata.txt to determine how the superseded data were derived.
 EZ0385
 EZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV227182(NAD 83)
 EZ0385_MARKER: DB = BENCH MARK DISK
 EZ0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0385_SP_SET: BUILDING
 EZ0385_STAMPING: BENSON 1934
 EZ0385_MARK LOGO: CGS   
 EZ0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0385+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 EZ0385
 EZ0385  HISTORY     - Date     Condition        Report By
 EZ0385  HISTORY     - 1934     MONUMENTED       CGS
 EZ0385  HISTORY     - 1964     GOOD             NGS
 EZ0385  HISTORY     - 1978     GOOD             NCDOT
 EZ0385  HISTORY     - 20060124 GOOD             GEOCAC
 EZ0385
 EZ0385                          STATION DESCRIPTION
 EZ0385
 EZ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EZ0385'AT BENSON.
 EZ0385'AT BENSON, JOHNSTON COUNTY, AT THE NORTHWEST CORNER OF THE
 EZ0385'INTERSECTION OF MAIN AND NORTH RAILROAD STREETS, IN THE WALL
 EZ0385'OF THE FARMERS COMMERCIAL BANK BUILDING, 2 FEET FROM THE SOUTHEAST
 EZ0385'CORNER AND ABOUT 1 FOOT HIGHER THAN THE SIDEWALK.  A STANDARD
 EZ0385'DISK, STAMPED BENSON 1934 AND SET VERTICALLY.  RECOVERED AS
 EZ0385'DESCRIBED - 1964.
 EZ0385
 EZ0385                          STATION RECOVERY (1978)
 EZ0385
 EZ0385'RECOVERY NOTE BY 
NC DOT 1978
 EZ0385'RECOVERED IN GOOD CONDITION.
 EZ0385
 EZ0385                          STATION RECOVERY (2006)
 EZ0385
 EZ0385'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 EZ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2677 ***********************************************************************
 EZ2677  DESIGNATION -  BENSON
 EZ2677  PID         -  EZ2677
 EZ2677  STATE/COUNTY-  NC/WAKE
 EZ2677  USGS QUAD   -  GARNER (1993)
 EZ2677
 EZ2677                         *CURRENT SURVEY CONTROL
 EZ2677  ___________________________________________________________________
 EZ2677* NAD 83(2001)-  35 39 45.78575(N)    078 36 41.62093(W)     ADJUSTED  
 EZ2677* NAVD 88     -        73.513  (meters)     241.18   (feet)  ADJUSTED  
 EZ2677  ___________________________________________________________________
 EZ2677  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 EZ2677  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ2677  DYNAMIC HT  -          73.448 (meters)     240.97  (feet)  COMP
 EZ2677  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 EZ2677
 EZ2677  HORZ ORDER  -  SECOND
 EZ2677  VERT ORDER  -  SECOND    CLASS I
 EZ2677
 EZ2677.The horizontal coordinates were established by classical geodetic methods
 EZ2677.and adjusted by the National Geodetic Survey in August 2005.
 EZ2677
 EZ2677.The orthometric height was determined by differential leveling
 EZ2677.and adjusted in June 1991.
 EZ2677
 EZ2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2677
 EZ2677.The geoid height was determined by GEOID03.
 EZ2677
 EZ2677.The dynamic height is computed by dividing the NAVD 88
 EZ2677.geopotential number by the normal gravity value computed on the
 EZ2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2677.degrees latitude (g = 980.6199 gals.).
 EZ2677
 EZ2677.The modeled gravity was interpolated from observed gravity values.
 EZ2677
 EZ2677;                    North         East     Units Scale Factor Converg.
 EZ2677;SPC NC       -   212,248.930   644,769.134   MT  0.99989824   +0 13 27.1
 EZ2677;SPC NC       -   696,353.36  2,115,380.07   sFT  0.99989824   +0 13 27.1
 EZ2677;UTM  17      - 3,949,168.103   716,197.397   MT  1.00017602   +1 23 34.9
 EZ2677
 EZ2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2677!SPC NC       -   0.99999368  x   0.99989824  =   0.99989192
 EZ2677!UTM  17      -   0.99999368  x   1.00017602  =   1.00016970
 EZ2677
 EZ2677                          SUPERSEDED SURVEY CONTROL
 EZ2677
 EZ2677  NAD 83(1986)-  35 39 45.79532(N)    078 36 41.63168(W) AD(       ) 2
 EZ2677  NGVD 29 (12/03/90)   73.76   (m)          242.0    (f) LEVELING    3  
 EZ2677
 EZ2677.Superseded values are not recommended for survey control.
 EZ2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2677.See file dsdata.txt to determine how the superseded data were derived.
 EZ2677
 EZ2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1619749168(NAD 83)
 EZ2677_MARKER: DE = TRAVERSE STATION DISK
 EZ2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2677_SP_SET: CONCRETE POST
 EZ2677_STAMPING: BENSON 1978
 EZ2677_MARK LOGO: NCGS  
 EZ2677_PROJECTION: FLUSH
 EZ2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2677+STABILITY: SURFACE MOTION
 EZ2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2677+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 EZ2677
 EZ2677  HISTORY     - Date     Condition        Report By
 EZ2677  HISTORY     - 1978     MONUMENTED       NCGS
 EZ2677  HISTORY     - 1978     GOOD             NCGS
 EZ2677  HISTORY     - 20050528 GOOD             USPSQD
 EZ2677  HISTORY     - 20060919 GOOD             USPSQD
 EZ2677
 EZ2677                          STATION DESCRIPTION
 EZ2677
 EZ2677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ2677'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF GARNER.
 EZ2677'
 EZ2677'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER,
 EZ2677'PROCEED SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO T INTERSECTION WITH
 EZ2677'SR 2711 (BUFFALO ROAD), THENCE WEST ALONG SR 2711 FOR 0.2 MILE TO A
 EZ2677'CITY TRANSFORMER SITE NEAR THE LAKE BENSON DAM AND STATION ON THE LEFT
 EZ2677'IN SMALL GROVE OF LARGE PINE TREES AND APPROXIMATELY 300 FEET EAST OF
 EZ2677'BRIDGE OVER A FINGER OF LAKE BENSON.
 EZ2677'
 EZ2677'STATION MARK IS A STANDARD DISK STAMPED---BENSON 1978---SET IN THE TOP
 EZ2677'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 EZ2677'MARK IS 27.6 FEET SOUTH OF CENTERLINE OF SR 2711, 7.0 FEET NORTH-
 EZ2677'NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG, 19.1 FEET NORTHEAST OF
 EZ2677'14 INCH PINE WITH REFERENCE TAG, 32.4 FEET EAST OF 16 INCH PINE WITH
 EZ2677'REFERENCE TAG, 58.2 FEET WEST-NORTHWEST OF NORTHWEST METAL FENCE
 EZ2677'CORNER POST AND 132.6 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE
 EZ2677'TAG.
 EZ2677
 EZ2677                          STATION RECOVERY (1978)
 EZ2677
 EZ2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2677'3.1 MI SOUTH FROM GARNER.
 EZ2677'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED
 EZ2677'SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO SR 2711 (BUFFALO ROAD),
 EZ2677'THENCE WEST ALONG SR 2711 FOR 0.2 MILE TO A CITY TRANSFORMER SITE
 EZ2677'NEAR THE LAKE BENSON DAM AND STATION ON LEFT IN SMALL GROVE OF LARGE
 EZ2677'PINE TREES AND APPROXIMATELY 300 FEET EAST OF BRIDGE OVER A FINGER OF
 EZ2677'LAKE BENSON 27.6 FEET SOUTH OF CENTERLINE OF SR 2711, 7.0 FEET
 EZ2677'NORTH-NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG, 19.1 FEET
 EZ2677'NORTHEAST OF A 14 INCH PINE WITH REFERENCE TAG, 32.4 FEET EAST OF 16
 EZ2677'INCH PINE WITH REFERENCE TAG, 58.2 FEET WEST-NORTHWEST OF NORTHWEST
 EZ2677'METAL FENCE CORNER POST, AND 132.6 FEET EAST-SOUTHEAST OF POWER POLE
 EZ2677'WITH REFERENCE TAG.
 EZ2677'THE MARK IS ABOVE LEVEL WITH ROAD.
 EZ2677
 EZ2677                          STATION RECOVERY (2005)
 EZ2677
 EZ2677'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2677'N 35 39.764
 EZ2677'W 078 36.694
 EZ2677
 EZ2677                          STATION RECOVERY (2006)
 EZ2677
 EZ2677'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4647 ***********************************************************************
 EZ4647  DESIGNATION -  BENSON
 EZ4647  PID         -  EZ4647
 EZ4647  STATE/COUNTY-  NC/JOHNSTON
 EZ4647  USGS QUAD   -  BENSON (1973)
 EZ4647
 EZ4647                         *CURRENT SURVEY CONTROL
 EZ4647  ___________________________________________________________________
 EZ4647* NAD 83(2007)-  35 23 13.39362(N)    078 33 28.16279(W)     ADJUSTED  
 EZ4647* NAVD 88     -        80.33   (meters)     263.5    (feet)  LEVELING  
 EZ4647  ___________________________________________________________________
 EZ4647  EPOCH DATE  -        2002.00
 EZ4647  X           -   1,032,704.177 (meters)                     COMP
 EZ4647  Y           -  -5,102,254.556 (meters)                     COMP
 EZ4647  Z           -   3,672,985.905 (meters)                     COMP
 EZ4647  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EZ4647  ELLIP HEIGHT-          46.569 (meters)          (02/10/07) ADJUSTED
 EZ4647  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EZ4647
 EZ4647  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4647  Type    PID    Designation                      North   East  Ellip
 EZ4647  -------------------------------------------------------------------
 EZ4647  NETWORK EZ4647 BENSON                            0.51   0.39   1.29
 EZ4647  -------------------------------------------------------------------
 EZ4647  VERT ORDER  -  THIRD ?
 EZ4647
 EZ4647.The horizontal coordinates were established by GPS observations
 EZ4647.and adjusted by the National Geodetic Survey in February 2007.
 EZ4647
 EZ4647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4647.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4647.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4647.The epoch date for horizontal control is a decimal equivalence
 EZ4647.of Year/Month/Day.
 EZ4647
 EZ4647.The orthometric height was determined by differential leveling.
 EZ4647.The vertical network tie was performed by a horz. field party for horz.
 EZ4647.obs reductions. Reset procedures were used to establish the elevation.
 EZ4647
 EZ4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4647
 EZ4647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4647
 EZ4647.The ellipsoidal height was determined by GPS observations
 EZ4647.and is referenced to NAD 83.
 EZ4647
 EZ4647.The geoid height was determined by GEOID03.
 EZ4647
 EZ4647;                    North         East     Units Scale Factor Converg.
 EZ4647;SPC NC       -   181,688.075   649,770.612   MT  0.99987537   +0 15 18.8
 EZ4647;SPC NC       -   596,088.29  2,131,789.08   sFT  0.99987537   +0 15 18.8
 EZ4647;UTM  17      - 3,918,705.853   721,820.527   MT  1.00020641   +1 24 53.4
 EZ4647
 EZ4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4647!SPC NC       -   0.99999269  x   0.99987537  =   0.99986806
 EZ4647!UTM  17      -   0.99999269  x   1.00020641  =   1.00019910
 EZ4647
 EZ4647|---------------------------------------------------------------------|
 EZ4647| PID    Reference Object                     Distance      Geod. Az  |
 EZ4647|                                                           dddmmss.s |
 EZ4647| EZ6085 BENSON RM 1                          27.389 METERS 06655     |
 EZ4647| EZ4646 BENSON MUNICIPAL TANK               APPROX. 0.9 KM 1111829.4 |
 EZ4647| EZ4661 BEN RAL                              38.137 METERS 12128     |
 EZ4647| EZ4652 LAMB                                479.559 METERS 1234529.0 |
 EZ4647| EZ6084 BENSON AZ MK                                       1451537.5 |
 EZ4647| EZ6086 BENSON RM 2                          26.999 METERS 16908     |
 EZ4647|---------------------------------------------------------------------|
 EZ4647
 EZ4647                          SUPERSEDED SURVEY CONTROL
 EZ4647
 EZ4647  NAD 83(2001)-  35 23 13.39372(N)    078 33 28.16276(W) AD(       ) 1
 EZ4647  ELLIP H (03/13/03)   46.584  (m)                       GP(       ) 4 2
 EZ4647  NAD 83(1986)-  35 23 13.39867(N)    078 33 28.17211(W) AD(       ) 1
 EZ4647  NAD 83(1986)-  35 23 13.39867(N)    078 33 28.17211(W) AD(       ) 2
 EZ4647  NAD 27      -  35 23 12.81700(N)    078 33 29.13200(W) AD(       ) 2
 EZ4647  NGVD 29 (07/19/86)   80.60   (m)          264.4    (f) LEVELING    3  
 EZ4647
 EZ4647.Superseded values are not recommended for survey control.
 EZ4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4647.See file dsdata.txt to determine how the superseded data were derived.
 EZ4647
 EZ4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2182118706(NAD 83)
 EZ4647_MARKER: DS = TRIANGULATION STATION DISK
 EZ4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4647_STAMPING: BENSON 1949
 EZ4647_MARK LOGO: CGS   
 EZ4647_PROJECTION: FLUSH
 EZ4647_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4647+STABILITY: SURFACE MOTION
 EZ4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4647+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1992
 EZ4647
 EZ4647  HISTORY     - Date     Condition        Report By
 EZ4647  HISTORY     - 1949     MONUMENTED       CGS
 EZ4647  HISTORY     - 1964     MARK NOT FOUND   AMS
 EZ4647  HISTORY     - 1965     GOOD             NCGS
 EZ4647  HISTORY     - 1972     GOOD             NCGS
 EZ4647  HISTORY     - 19821206 GOOD             NGS
 EZ4647  HISTORY     - 1987     GOOD             USPSQD
 EZ4647  HISTORY     - 19920401 GOOD             NCGS
 EZ4647  HISTORY     - 19920424 GOOD             NCGS
 EZ4647
 EZ4647                          STATION DESCRIPTION
 EZ4647
 EZ4647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ4647'STATION IS LOCATED IN THE ANGLE FORMED BY THE INTERSECTION
 EZ4647'OF STATE HIGHWAYS 40 AND 50 IN THE WEST EDGE OF
 EZ4647'BENSON.  IT IS 209 FEET NORTHWEST OF THE INTERSECTION, 142
 EZ4647'FEET SOUTHWEST OF CENTER OF HIGHWAY 50, 52 FEET NORTH OF
 EZ4647'CENTER OF HIGHWAY 40 AND 20 FEET NORTH OF A WHITE WITNESS
 EZ4647'POST.  THE MARK IS 14 INCHES UNDERGROUND AND THE DISK IS
 EZ4647'STAMPED BENSON 1949.
 EZ4647'
 EZ4647'REFERENCE MARK NO. 1 IS 52 FEET SOUTHWEST OF CENTER OF HIGHWAY
 EZ4647'50 AND 38 FEET NORTH OF A CULVERT.  THE MARK IS FLUSH WITH
 EZ4647'THE GROUND AND THE DISK IS STAMPED BENSON NO 1 1949.
 EZ4647'
 EZ4647'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF CENTER OF HIGHWAY
 EZ4647'40 AND 2 FEET WEST OF A POWER POLE.  THE MARK PROJECTS ABOUT
 EZ4647'4 INCHES AND THE DISK IS STAMPED BENSON NO 2 1949.
 EZ4647'
 EZ4647'AZIMUTH MARK IS 20 FEET NORTH OF CENTER OF A PAVED STREET,
 EZ4647'19 FEET EAST OF CENTER OF A DIRT STREET AND 2 FEET WEST OF
 EZ4647'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 EZ4647'THE DISK IS STAMPED BENSON 1949.
 EZ4647'
 EZ4647'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 EZ4647'HIGHWAYS 40 AND 50 FOR 0.2 MILE TO A CROSS STREET, TURN RIGHT
 EZ4647'AND GO SOUTH FOR 0.1 MILE TO A CROSS STREET AND AZIMUTH MARK
 EZ4647'AS DESCRIBED.
 EZ4647'
 EZ4647'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ4647
 EZ4647                          STATION RECOVERY (1964)
 EZ4647
 EZ4647'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ4647'THE STATION WAS NOT LOCATED AFTER DIGGING ABOUT TWO HOURS.  RM
 EZ4647'2 WAS RECOVERED BUT RM 1 WAS NOT LOCATED.  THE AZIMUTH MARK
 EZ4647'WAS NOT LOCATED AND DUE TO HOUSE CONSTRUCTION THE LINE OF SITE
 EZ4647'WOULD BE BLOCKED IN ANY CASE.
 EZ4647'
 EZ4647'THE PROPERTY OWNER STATES THAT TO THE BEST OF HIS KNOWLEDGE
 EZ4647'THE MARK HAS NOT BEEN DISTURBED.  A TRENCH ABOUT THREE FEET
 EZ4647'WIDE AND TWO AND ONE HALF FEET DEEP WAS DUG ALONG AN ARC
 EZ4647'SCRIBED FROM THE KNOWN DISTANCE TO RM 2.
 EZ4647
 EZ4647                          STATION RECOVERY (1965)
 EZ4647
 EZ4647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4647'BENSON 1949 GOOD
 EZ4647'
 EZ4647'RM 1 UNABLE TO LOCATE
 EZ4647'
 EZ4647'RM 2 GOOD
 EZ4647'
 EZ4647'AZ. MARK UNABLE TO LOCATE.  CANNOT SEE STATION
 EZ4647'
 EZ4647'BENSON WATER TANK CAN BE SEEN, BUT 3 OR 4 LIMBS WILL HAVE TO
 EZ4647'BE CUT.  HIGHWAY 40 IS NOW NC 50.
 EZ4647
 EZ4647                          STATION RECOVERY (1972)
 EZ4647
 EZ4647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4647'BENSON GOOD
 EZ4647'
 EZ4647'RM 1 NOT SEARCHED FOR
 EZ4647'
 EZ4647'RM 2 NOT SEARCHED FOR
 EZ4647'
 EZ4647'AZ. MARK NOT SEARCHED FOR
 EZ4647'
 EZ4647'NEW REFERENCES--52 FT N OF C/L OF NC 27
 EZ4647'
 EZ4647'21.3 FT NE OF BRACE POLE WITH ALUMINUM REF. TAG
 EZ4647'
 EZ4647'12.0 FT SSE OF BASE OF GUY WIRE
 EZ4647'
 EZ4647'57.2 FT S OF 24 INCH PECAN
 EZ4647'
 EZ4647'67.0 FT W OF SW CORNER OF CONCRETE HEADWALL RUNNING E UNDER NC 50
 EZ4647'
 EZ4647'58.0 FT NNE OF INTERSECTION OF NC 27 AND PINE ST.
 EZ4647
 EZ4647                          STATION RECOVERY (1982)
 EZ4647
 EZ4647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EZ4647'THE STATION MARK, REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 EZ4647'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT WERE NOT
 EZ4647'RECOVERED AND ARE BELIEVED TO BE DESTROYED BY CONSTRUCTION.  STATION
 EZ4647'BEN RAL NCGS 1972 WILL SERVE AS AN ADDITIONAL REFERENCE MARK.  THE
 EZ4647'DISTANCE TO RM 2 WAS FOUND TO BE 0.006 METER (0.020 FT) LONGER THAN
 EZ4647'THE 1949 MEASUREMENTS.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 EZ4647'LOCATED 1 KM (0.60 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 50 FROM THE
 EZ4647'RAILROAD CROSSING IN BENSON, ABOUT 100 FT (30.5 M) WEST OF THE
 EZ4647'INTERSECTION OF STATE HIGHWAY 27 AND 50 IN THE WEST PART OF BENSON.
 EZ4647' 
 EZ4647'THE STATION IS A STANDARD CGS DISK STAMPED--BENSON 1949--. SET INTO
 EZ4647'THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, RECESSED 32
 EZ4647'CM BELOW THE GROUND.  THE STATION IS LOCATED 17.62 METERS (57.81 FT)
 EZ4647'SOUTH FROM THE CENTER OF A 24-INCH PECAN TREE, 3.66 METERS (12.01 FT)
 EZ4647'SOUTH SOUTHEAST FROM THE BASE OF A GUYWIRE, 7.25 METERS (23.79 FT)
 EZ4647'EAST FROM THE PROJECTED CURB-LINE OF PINE STREET, 20.65 METERS (67.75
 EZ4647'FT) WEST NORTHWEST FROM A POWERLINE POLE WITH A LIGHT AND AN ALUMINUM
 EZ4647'REFERENCE TAG.  15.85 METERS (52.00 FT) NORTH FROM THE CENTERLINE OF
 EZ4647'STATE ROUTE 27, 20.42 METERS (66.99 FT) WEST FROM THE SOUTHWEST CORNER
 EZ4647'OF A CONCRETE HEAD WALL UNDER STATE 50.
 EZ4647' 
 EZ4647'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED--BENSON NO 2
 EZ4647'1949--. SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 EZ4647'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EZ4647'8.68 METERS (28.48 FT) SOUTH FROM THE CENTERLINE OF STATE 27, 4.65
 EZ4647'METERS (15.26 FT) EAST SOUTHEAST FROM A POWERLINE POLE WITH A LIGHT,
 EZ4647'65.6 METERS (215.2 FT) NORTH FROM THE NORTH CORNER OF A BRICK HOUSE,
 EZ4647'10.65 METERS (34.94 FT) EAST FROM THE EAST CURB OF PINE STREET.
 EZ4647' 
 EZ4647'REFERENCE MARK, IS A STANDARD, NCGS DISK STAMPED--BEN RAL 1972--. SET
 EZ4647'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 28 CM IN DIAMETER, FLUSH
 EZ4647'WITH GROUND.  TRAVERSE STATION BEN RAL 1972 WILL SERVE AS A REFERENCE
 EZ4647'MARK.  THE STATION IS LOCATED 3.3 METERS (10.8 FT) SOUTH FROM A WOOD,
 EZ4647'TRAFFIC LIGHT, SUPPORT POLE WITH A REFERENCE TAG, 3.17 METERS (10.40
 EZ4647'FT) EAST FROM THE PROJECTION OF THE CENTERLINE OF STATE HIGHWAY 50
 EZ4647'NORTH, 12.74 METERS (41.80 FT) WEST SOUTHWEST FROM THE CENTER OF A
 EZ4647'CATCH BASIN IN THE EAST MOST TRAFFIC ISLAND, 22.34 METERS (73.29 FT)
 EZ4647'SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER OF THE WEST CONCRETE HEAD
 EZ4647'WALL UNDER STATE 50.
 EZ4647
 EZ4647                          STATION RECOVERY (1987)
 EZ4647
 EZ4647'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ4647'RECOVERED IN GOOD CONDITION.
 EZ4647
 EZ4647                          STATION RECOVERY (1992)
 EZ4647
 EZ4647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ4647'STATION SURFACE MARK, UNDERGROUND MARK, TWO REFERENCE MARKS, AND AN
 EZ4647'AZIMUTH MARK WERE ESTABLISHED IN 1949. RECOVERY BY NCGS IN 1965, 1972,
 EZ4647'AND 1992 FOUND STATION AND RM 2 TO BE IN GOOD CONDITION.  RM 1 AND THE
 EZ4647'AZIMUTH MARK WERE NOT FOUND AND ARE BELIEVED TO BE DESTROYED. STATION
 EZ4647'IS LOCATED IN WEST BENSON, IN THE NORTHWEST QUADRANT OF NC 27 (WEST
 EZ4647'MAIN STREET) AND NC 50. MARK IS RECESSED 12 INCHES BELOW GROUND AND
 EZ4647'ABOUT LEVEL WITH THE HIGHWAY. LOCATED 51.0 FT (15.5 M) NORTH OF THE
 EZ4647'CENTERLINE OF WEST MAIN STREET, 68.0 FT (20.7 M) WEST OF THE SOUTHWEST
 EZ4647'CORNER OF THE WEST HEADWALL OF THE NC 50 HIGHWAY CULVERT, 58.0 FT
 EZ4647'(17.7 M) NORTH-NORTHEAST OF THE CENTERLINE INTERSECTION OF WEST MAIN
 EZ4647'STREET WITH PINE STREET, 12.0 FT (3.7 M) SOUTH-SOUTHEAST OF A GUY
 EZ4647'WIRE, 57.8 FT (17.6 M) SOUTH OF A 24-INCH PECAN--AND 13.6 FT (4.1 M)
 EZ4647'EAST-NORTHEAST OF A POWER POLE, 68.5 FT (20.9 M) WEST-NORTHWEST OF A
 EZ4647'POWER POLE WITH LAMP--BOTH WITH REFERENCE TAGS. REFERENCE MARK 2
 EZ4647'PROJECTS 4 INCHES ABOVE GROUND AND IS ABOUT 1-FOOT ABOVE THE STREET.
 EZ4647'LOCATED 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF WEST MAIN STREET,
 EZ4647'35.0 FT (10.7 M) EAST OF THE EAST CURB OF PINE STREET, 29.9 FT (9.1 M)
 EZ4647'EAST OF A FIRE HYDRANT, 65.6 FT (20.0 M) NORTH OF THE NORTH CORNER OF
 EZ4647'A BRICK RESIDEENCE, 15.5 FT (4.7 M) EAST-SOUTHEAST OF A POWER POLE
 EZ4647'WITH LAMP AND A REFERENCE TAG.
 EZ4647
 EZ4647                          STATION RECOVERY (1992)
 EZ4647
 EZ4647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ4647'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2471 ***********************************************************************
 FY2471  DESIGNATION -  BENSON
 FY2471  PID         -  FY2471
 FY2471  STATE/COUNTY-  NC/ROCKINGHAM
 FY2471  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY2471
 FY2471                         *CURRENT SURVEY CONTROL
 FY2471  ___________________________________________________________________
 FY2471* NAD 83(2001)-  36 31 17.84654(N)    079 47 23.49525(W)     ADJUSTED  
 FY2471* NAVD 88     -       221.8    (meters)     728.     (feet)  VERTCON   
 FY2471  ___________________________________________________________________
 FY2471  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FY2471  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 FY2471  HORZ ORDER  -  SECOND
 FY2471
 FY2471.The horizontal coordinates were established by classical geodetic methods
 FY2471.and adjusted by the National Geodetic Survey in August 2005.
 FY2471
 FY2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2471
 FY2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2471
 FY2471.The geoid height was determined by GEOID03.
 FY2471
 FY2471;                    North         East     Units Scale Factor Converg.
 FY2471;SPC NC       -   307,765.402   538,848.862   MT  1.00011843   -0 27 21.2
 FY2471;SPC NC       - 1,009,726.99  1,767,873.31   sFT  1.00011843   -0 27 21.2
 FY2471;SPC VA S     - 1,021,684.975 3,384,469.596   MT  1.00005350   -0 46 58.3
 FY2471;SPC VA S     - 3,351,978.12 11,103,880.67   sFT  1.00005350   -0 46 58.3
 FY2471;UTM  17      - 4,042,487.706   608,346.655   MT  0.99974463   +0 43 12.9
 FY2471
 FY2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2471!SPC NC       -   0.99997032  x   1.00011843  =   1.00008874
 FY2471!SPC VA S     -   0.99997032  x   1.00005350  =   1.00002382
 FY2471!UTM  17      -   0.99997032  x   0.99974463  =   0.99971496
 FY2471
 FY2471:                Primary Azimuth Mark                     Grid Az
 FY2471:SPC NC       -  FAIR                                     160 17 03.4
 FY2471:SPC VA S     -  FAIR                                     160 36 40.5
 FY2471:UTM  17      -  FAIR                                     159 06 29.3
 FY2471
 FY2471|---------------------------------------------------------------------|
 FY2471| PID    Reference Object                     Distance      Geod. Az  |
 FY2471|                                                           dddmmss.s |
 FY2471| FY2476 FAIR                                APPROX. 0.7 KM 1594942.2 |
 FY2471|---------------------------------------------------------------------|
 FY2471
 FY2471                          SUPERSEDED SURVEY CONTROL
 FY2471
 FY2471  NAD 83(1993)-  36 31 17.84898(N)    079 47 23.49698(W) AD(       ) 2
 FY2471  NAD 83(1986)-  36 31 17.85239(N)    079 47 23.49840(W) AD(       ) 2
 FY2471  NAD 27      -  36 31 17.35801(N)    079 47 24.36811(W) AD(       ) 2
 FY2471  NGVD 29 (07/19/86)  222.0    (m)          728.     (f) VERT ANG    3  
 FY2471
 FY2471.Superseded values are not recommended for survey control.
 FY2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2471.See file dsdata.txt to determine how the superseded data were derived.
 FY2471
 FY2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0834742488(NAD 83)
 FY2471_MARKER: DE = TRAVERSE STATION DISK
 FY2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2471_STAMPING: BENSON 1969
 FY2471_MARK LOGO: NCGS  
 FY2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2471+STABILITY: SURFACE MOTION
 FY2471
 FY2471  HISTORY     - Date     Condition        Report By
 FY2471  HISTORY     - 1969     MONUMENTED       NCGS
 FY2471
 FY2471                          STATION DESCRIPTION
 FY2471
 FY2471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2471'BENSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2471'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY2471'
 FY2471'BENSON IS LOCATED APPROXIMATELY 2.7 MILES NORTHWEST OF EDEN.  TO
 FY2471'REACH STATION PROCEED FROM THE INTERSECTION OF NC 770 AND NC 87
 FY2471'IN EDEN, GO NORTH ON NC 87 FOR 2.75 MILES TO INTERSECTION OF NC
 FY2471'87 AND SR 1702 (T INTERSECTION).  STATION IS IN THE NORTHEAST
 FY2471'CORNER OF THE INTERSECTION.
 FY2471'
 FY2471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2471'BENSON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2471'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2471'
 FY2471'MARK IS
 FY2471'
 FY2471'27.4 FT SW OF TP WITH ALUMINUM REF. TAG
 FY2471'
 FY2471'14.1 FT W OF STOP SIGN WITH ALUMINUM REF. TAG
 FY2471'
 FY2471'11.3 FT S OF 45 MILE PER HOUR SIGN, WITH ALUMINUM REF. TAG
 FY2471'
 FY2471'16.0 FT E OF C/L OF NC 87
 FY2471'
 FY2471'34.1 FT W OF C/L OF SR 1702
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2665 ***********************************************************************
 FY2665  DESIGNATION -  BENSON
 FY2665  PID         -  FY2665
 FY2665  STATE/COUNTY-  NC/FRANKLIN
 FY2665  USGS QUAD   -  LOUISBURG (1984)
 FY2665
 FY2665                         *CURRENT SURVEY CONTROL
 FY2665  ___________________________________________________________________
 FY2665* NAD 83(2001)-  36 05 53.81262(N)    078 17 42.12480(W)     ADJUSTED  
 FY2665* NAVD 88     -        72.0    (meters)     236.     (feet)  VERTCON   
 FY2665  ___________________________________________________________________
 FY2665  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 FY2665  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FY2665  HORZ ORDER  -  SECOND
 FY2665
 FY2665.The horizontal coordinates were established by classical geodetic methods
 FY2665.and adjusted by the National Geodetic Survey in August 2005.
 FY2665
 FY2665.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2665
 FY2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2665
 FY2665.The geoid height was determined by GEOID03.
 FY2665
 FY2665;                    North         East     Units Scale Factor Converg.
 FY2665;SPC NC       -   260,731.071   673,082.834   MT  0.99998163   +0 24 24.8
 FY2665;SPC NC       -   855,415.19  2,208,272.60   sFT  0.99998163   +0 24 24.8
 FY2665;UTM  17      - 3,998,237.569   743,517.136   MT  1.00033074   +1 35 40.1
 FY2665
 FY2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2665!SPC NC       -   0.99999396  x   0.99998163  =   0.99997559
 FY2665!UTM  17      -   0.99999396  x   1.00033074  =   1.00032470
 FY2665
 FY2665:                Primary Azimuth Mark                     Grid Az
 FY2665:SPC NC       -  FERGUSON                                 208 42 40.8
 FY2665:UTM  17      -  FERGUSON                                 207 31 25.5
 FY2665
 FY2665|---------------------------------------------------------------------|
 FY2665| PID    Reference Object                     Distance      Geod. Az  |
 FY2665|                                                           dddmmss.s |
 FY2665| FY2666 FERGUSON                            APPROX. 1.3 KM 2090705.6 |
 FY2665|---------------------------------------------------------------------|
 FY2665
 FY2665                          SUPERSEDED SURVEY CONTROL
 FY2665
 FY2665  NAD 83(1993)-  36 05 53.81707(N)    078 17 42.13412(W) AD(       ) 2
 FY2665  NAD 83(1986)-  36 05 53.81685(N)    078 17 42.13727(W) AD(       ) 2
 FY2665  NAD 27      -  36 05 53.27621(N)    078 17 43.15520(W) AD(       ) 2
 FY2665  NGVD 29 (07/19/86)   72.3    (m)          237.     (f) VERT ANG    3  
 FY2665
 FY2665.Superseded values are not recommended for survey control.
 FY2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2665.See file dsdata.txt to determine how the superseded data were derived.
 FY2665
 FY2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4351798238(NAD 83)
 FY2665_MARKER: DE = TRAVERSE STATION DISK
 FY2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2665_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2665+STABILITY: SURFACE MOTION
 FY2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2665+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 FY2665
 FY2665  HISTORY     - Date     Condition        Report By
 FY2665  HISTORY     - 1976     MONUMENTED       NCGS
 FY2665  HISTORY     - 1987     GOOD             USPSQD
 FY2665  HISTORY     - 20050714 GOOD             USPSQD
 FY2665
 FY2665                          STATION DESCRIPTION
 FY2665
 FY2665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2665'BENSON IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE
 FY2665'EASTERN EDGE OF LOUISBURG, NORTH CAROLINA, IN THE SOUTHEAST QUADRANT
 FY2665'OF THE US 401 AND NC 56 (EAST NASH STREET) CROSSROADS.
 FY2665'
 FY2665'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BENSON 1976---, SET
 FY2665'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2665'SURFACE OF THE GROUND.  THE MARK IS 8.3 FEET EAST-SOUTHEAST OF
 FY2665'SOUTHEAST EDGE OF SOUTHEAST CONCRETE CURB OF US 401, 52.8 FEET SOUTH
 FY2665'OF CENTERLINE INTERSECTION OF CROSSROADS, 56.5 FEET SOUTH-SOUTHWEST OF
 FY2665'CENTERLINE OF NC 56 E, 98.6 FEET NORTH-NORTHEAST OF CENTERLINE OF
 FY2665'ENTRANCE TO HEALTH CENTER, 9.9 FEET NORTH-NORTHEAST OF CENTER OF
 FY2665'MANHOLE COVER ON SOUTHEAST SIDE OF US 401, 3.7 FEET EAST-SOUTHEAST OF
 FY2665'POWER POLE WITH ALUMINUM TAG ON SOUTHEAST SIDE OF US 401, AND 81.2
 FY2665'FEET WEST-SOUTHWEST OF POWER POLE WITH ALUMINUM TAG ON SOUTHWEST SIDE
 FY2665'OF NC 56 E.
 FY2665
 FY2665                          STATION RECOVERY (1987)
 FY2665
 FY2665'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2665'RECOVERED IN GOOD CONDITION.
 FY2665
 FY2665                          STATION RECOVERY (2005)
 FY2665
 FY2665'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2665'N 36 05.896
 FY2665'W 078 17.704
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9453 ***********************************************************************
 DJ9453  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9453  DESIGNATION -  BENSON
 DJ9453  PID         -  DJ9453
 DJ9453  STATE/COUNTY-  NC/HARNETT
 DJ9453  USGS QUAD   -  COATS (1987)
 DJ9453
 DJ9453                         *CURRENT SURVEY CONTROL
 DJ9453  ___________________________________________________________________
 DJ9453* NAD 83(2007)-  35 29 40.83799(N)    078 42 00.39500(W)     ADJUSTED  
 DJ9453* NAVD 88     -        83.36   (meters)     273.5    (feet)  GPS OBS   
 DJ9453  ___________________________________________________________________
 DJ9453  EPOCH DATE  -        2002.00
 DJ9453  X           -   1,018,674.069 (meters)                     COMP
 DJ9453  Y           -  -5,098,016.517 (meters)                     COMP
 DJ9453  Z           -   3,682,716.316 (meters)                     COMP
 DJ9453  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DJ9453  ELLIP HEIGHT-          50.184 (meters)          (05/29/07) ADJUSTED
 DJ9453  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DJ9453  HORZ ORDER  -  FIRST
 DJ9453  ELLP ORDER  -  FOURTH    CLASS II
 DJ9453
 DJ9453.The horizontal coordinates were established by GPS observations
 DJ9453.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9453
 DJ9453.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9453.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9453.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9453.The epoch date for horizontal control is a decimal equivalence
 DJ9453.of Year/Month/Day.
 DJ9453
 DJ9453.The orthometric height was determined by GPS observations and a
 DJ9453.high-resolution geoid model.
 DJ9453.The orthometric height was determined by GPS observations and a
 DJ9453.high-resolution geoid model using precise GPS observation and
 DJ9453.processing techniques.
 DJ9453
 DJ9453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9453
 DJ9453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9453
 DJ9453.The ellipsoidal height was determined by GPS observations
 DJ9453.and is referenced to NAD 83.
 DJ9453
 DJ9453.The geoid height was determined by GEOID03.
 DJ9453
 DJ9453;                    North         East     Units Scale Factor Converg.
 DJ9453;SPC NC       -   193,578.930   636,808.613   MT  0.99988155   +0 10 23.1
 DJ9453;SPC NC       -   635,100.21  2,089,262.92   sFT  0.99988155   +0 10 23.1
 DJ9453;UTM  17      - 3,930,334.984   708,616.343   MT  1.00013635   +1 20 09.1
 DJ9453
 DJ9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9453!SPC NC       -   0.99999212  x   0.99988155  =   0.99987367
 DJ9453!UTM  17      -   0.99999212  x   1.00013635  =   1.00012847
 DJ9453
 DJ9453:                Primary Azimuth Mark                     Grid Az
 DJ9453:SPC NC       -  STAGE                                    189 32 42.8
 DJ9453:UTM  17      -  STAGE                                    188 22 56.8
 DJ9453
 DJ9453|---------------------------------------------------------------------|
 DJ9453| PID    Reference Object                     Distance      Geod. Az  |
 DJ9453|                                                           dddmmss.s |
 DJ9453| DJ9452 STAGE                               487.254 METERS 1894305.9 |
 DJ9453|---------------------------------------------------------------------|
 DJ9453
 DJ9453                          SUPERSEDED SURVEY CONTROL
 DJ9453
 DJ9453.No superseded survey control is available for this station.
 DJ9453
 DJ9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0861630335(NAD 83)
 DJ9453_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9453_STAMPING: BENSON 2006
 DJ9453_MARK LOGO: NCGS  
 DJ9453_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9453+STABILITY: SURFACE MOTION
 DJ9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9453+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2008
 DJ9453
 DJ9453  HISTORY     - Date     Condition        Report By
 DJ9453  HISTORY     - 20060510 MONUMENTED       NCGS
 DJ9453  HISTORY     - 20080607 GOOD             GEOCAC
 DJ9453
 DJ9453                          STATION DESCRIPTION
 DJ9453
 DJ9453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9453'THE STATION IS LOCATED ABOUT 9.3 MI (14.97 KM) NORTHEAST OF LILLINGTON
 DJ9453'AND 2.4 MI (3.86 KM) EAST-SOUTHEAST OF ANGIER.
 DJ9453' 
 DJ9453'PROCEED SOUTH ALONG NC 55 FOR 0.2 MI (0.32 KM) FROM NC 210
 DJ9453'INTERSECTION, IN ANGIER, TO SR 1500 (BENSON RD), THENCE EAST ALONG SR
 DJ9453'1500 FOR 2.6 MI (4.18 KM) TO INTERSECTION OF SR 1006 (OLD STAGE RD)
 DJ9453'AND STATION, IN THE NORTHWEST QUADRANT.
 DJ9453' 
 DJ9453'MARK IS ABOUT 1-FOOT LOWER THAN SR 1500 AND IS RECESSED 1-IN (3 CM)
 DJ9453'BELOW THE GROUND.  LOCATED 49.2 FT (15.0 M) NORTHWEST OF THE
 DJ9453'CENTERLINE OF SR 1006, 37.3 FT (11.4 M) NORTHEAST OF THE CENTERLINE OF
 DJ9453'SR 1500, 20.9 FT (6.4 M) NORTH OF NORTHWEST END OF CULVERT UNDER SR
 DJ9453'1006, 124.0 FT (37.8 M) SOUTHEAST OF SOUTHEAST END OF CULVERT UNDER
 DJ9453'GRAVEL DRIVEWAY, AND 8.0 FT (2.4 M) SOUTH OF A POWER POLE WITH METER
 DJ9453'AND REFERENCE TAG.
 DJ9453
 DJ9453                          STATION RECOVERY (2008)
 DJ9453
 DJ9453'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4646 ***********************************************************************
 EZ4646  DESIGNATION -  BENSON MUNICIPAL TANK
 EZ4646  PID         -  EZ4646
 EZ4646  STATE/COUNTY-  NC/JOHNSTON
 EZ4646  USGS QUAD   -  BENSON (1973)
 EZ4646
 EZ4646                         *CURRENT SURVEY CONTROL
 EZ4646  ___________________________________________________________________
 EZ4646* NAD 83(2001)-  35 23 03.00064(N)    078 32 55.63073(W)     ADJUSTED  
 EZ4646* NAVD 88     -              **(meters)            **(feet)            
 EZ4646  ___________________________________________________________________
 EZ4646  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 EZ4646  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 EZ4646  HORZ ORDER  -  THIRD
 EZ4646
 EZ4646.The horizontal coordinates were established by classical geodetic methods
 EZ4646.and adjusted by the National Geodetic Survey in August 2005.
 EZ4646
 EZ4646
 EZ4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4646
 EZ4646.The geoid height was determined by GEOID03.
 EZ4646
 EZ4646;                    North         East     Units Scale Factor Converg.
 EZ4646;SPC NC       -   181,371.513   650,592.996   MT  0.99987525   +0 15 37.5
 EZ4646;SPC NC       -   595,049.71  2,134,487.19   sFT  0.99987525   +0 15 37.5
 EZ4646;UTM  17      - 3,918,405.899   722,649.425   MT  1.00021095   +1 25 11.9
 EZ4646
 EZ4646                          SUPERSEDED SURVEY CONTROL
 EZ4646
 EZ4646  NAD 83(1986)-  35 23 03.00591(N)    078 32 55.64017(W) AD(       ) 4
 EZ4646  NAD 27      -  35 23 02.42600(N)    078 32 56.60500(W) AD(       ) 3
 EZ4646
 EZ4646.Superseded values are not recommended for survey control.
 EZ4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4646.See file dsdata.txt to determine how the superseded data were derived.
 EZ4646
 EZ4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2264918406(NAD 83)
 EZ4646_MARKER: 53 = ELEVATED TANK
 EZ4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4646+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 EZ4646
 EZ4646  HISTORY     - Date     Condition        Report By
 EZ4646  HISTORY     - 1949     FIRST OBSERVED   CGS
 EZ4646  HISTORY     - 1964     GOOD             AMS
 EZ4646  HISTORY     - 1965     GOOD             NCGS
 EZ4646  HISTORY     - 20040906 GOOD             USPSQD
 EZ4646
 EZ4646                          STATION DESCRIPTION
 EZ4646
 EZ4646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ4646'STATION IS LOCATED IN THE NORTHWEST SECTION OF BENSON ABOUT 0.2
 EZ4646'MILE NORTH OF STATE HIGHWAYS 40 AND 50 AND ABOUT 0.1 MILE WEST
 EZ4646'OF U.S. HIGHWAY 301.  IT IS 50 FEET SOUTH OF A PAVED
 EZ4646'STREET.  IT IS 100 FEET HIGH, OF STEEL CONSTRUCTION, HAS 4 LEGS
 EZ4646'AND IS PAINTED SILVER WITH THE LEGEND BENSON, N.C. 47 MLM BMS
 EZ4646'PAINTED ON THE NORTH SIDE IN BLACK AND ORANGE LETTERS.  POINT OF
 EZ4646'INTERSECTION WAS THE CENTER OF A BALL ON TOP OF THE TANK.
 EZ4646'
 EZ4646'NOTE--PROBABLY THE SAME STATION AS LOCATED IN 1933.
 EZ4646
 EZ4646                          STATION RECOVERY (1964)
 EZ4646
 EZ4646'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ4646'STATION HAS BEEN RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 EZ4646'CENTER OF THE TANK IS--
 EZ4646'
 EZ4646'65 FT SW OF THE CENTERLINE OF STREET
 EZ4646'
 EZ4646'36 FT NW OF W CORNER OF SMALL PUMP HOUSE.
 EZ4646
 EZ4646                          STATION RECOVERY (1965)
 EZ4646
 EZ4646'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 (WCF)
 EZ4646'(AS ABOVE) GOOD
 EZ4646
 EZ4646                          STATION RECOVERY (2004)
 EZ4646
 EZ4646'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EZ4646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6086 ***********************************************************************
 EZ6086  DESIGNATION -  BENSON RM 2
 EZ6086  PID         -  EZ6086
 EZ6086  STATE/COUNTY-  NC/JOHNSTON
 EZ6086  USGS QUAD   -  BENSON (1973)
 EZ6086
 EZ6086                         *CURRENT SURVEY CONTROL
 EZ6086  ___________________________________________________________________
 EZ6086* NAD 83(2001)-  35 23 12.53344(N)    078 33 27.96178(W)     ADJUSTED  
 EZ6086* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 EZ6086  ___________________________________________________________________
 EZ6086  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EZ6086  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EZ6086  HORZ ORDER  -  SECOND
 EZ6086
 EZ6086.The horizontal coordinates were established by classical geodetic methods
 EZ6086.and adjusted by the National Geodetic Survey in August 2005.
 EZ6086
 EZ6086.The orthometric height was scaled from a topographic map.
 EZ6086
 EZ6086.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6086
 EZ6086.The geoid height was determined by GEOID03.
 EZ6086
 EZ6086;                    North         East     Units Scale Factor Converg.
 EZ6086;SPC NC       -   181,661.591   649,775.803   MT  0.99987536   +0 15 18.9
 EZ6086;SPC NC       -   596,001.40  2,131,806.11   sFT  0.99987536   +0 15 18.9
 EZ6086;UTM  17      - 3,918,679.471   721,826.254   MT  1.00020644   +1 24 53.5
 EZ6086
 EZ6086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6086!SPC NC       -   0.99999269  x   0.99987536  =   0.99986805
 EZ6086!UTM  17      -   0.99999269  x   1.00020644  =   1.00019913
 EZ6086
 EZ6086                          SUPERSEDED SURVEY CONTROL
 EZ6086
 EZ6086  NAD 83(1986)-  35 23 12.53832(N)    078 33 27.97049(W) AD(       ) 2
 EZ6086
 EZ6086.Superseded values are not recommended for survey control.
 EZ6086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6086.See file dsdata.txt to determine how the superseded data were derived.
 EZ6086
 EZ6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2182618679(NAD 83)
 EZ6086_MARKER: DR = REFERENCE MARK DISK
 EZ6086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6086_STAMPING: BENSON NO 2 1949
 EZ6086_MARK LOGO: CGS   
 EZ6086_PROJECTION: FLUSH
 EZ6086_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6086+STABILITY: SURFACE MOTION
 EZ6086
 EZ6086  HISTORY     - Date     Condition        Report By
 EZ6086  HISTORY     - 1949     MONUMENTED       CGS
 EZ6086  HISTORY     - 19920401 GOOD             NCGS
 EZ6086
 EZ6086                          STATION DESCRIPTION
 EZ6086
 EZ6086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ6086'STATION IS LOCATED IN WEST BENSON, IN THE NORTHWEST QUADRANT OF NC 27
 EZ6086'(WEST MAIN STREET) AND NC 50. MARK PROJECTS 4 INCHES ABOVE GROUND AND
 EZ6086'IS ABOUT 1-FOOT ABOVE THE STREET.  LOCATED 28.5 FT (8.7 M) SOUTH OF
 EZ6086'THE CENTERLINE OF WEST MAIN STREET, 35.0 FT (10.7 M) EAST OF THE EAST
 EZ6086'CURB OF PINE STREET, 29.9 FT (9.1 M) EAST OF A FIRE HYDRANT, 65.6 FT
 EZ6086'(20.0 M) NORTH OF THE NORTH CORNER OF A BRICK RESIDEENCE, 15.5 FT (4.7
 EZ6086'M) EAST-SOUTHEAST OF A POWER POLE WITH LAMP AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3801 ***********************************************************************
 FB3801  DESIGNATION -  BENT
 FB3801  PID         -  FB3801
 FB3801  STATE/COUNTY-  NC/AVERY
 FB3801  USGS QUAD   -  SPRUCE PINE (1994)
 FB3801
 FB3801                         *CURRENT SURVEY CONTROL
 FB3801  ___________________________________________________________________
 FB3801* NAD 83(2007)-  35 57 36.81817(N)    082 00 45.46992(W)     ADJUSTED  
 FB3801* NAVD 88     -       946.0    (meters)    3104.     (feet)  GPS OBS   
 FB3801  ___________________________________________________________________
 FB3801  EPOCH DATE  -        2002.00
 FB3801  X           -     718,303.528 (meters)                     COMP
 FB3801  Y           -  -5,119,183.184 (meters)                     COMP
 FB3801  Z           -   3,725,157.911 (meters)                     COMP
 FB3801  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 FB3801  ELLIP HEIGHT-         915.206 (meters)          (02/10/07) ADJUSTED
 FB3801  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FB3801
 FB3801  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3801  Type    PID    Designation                      North   East  Ellip
 FB3801  -------------------------------------------------------------------
 FB3801  NETWORK FB3801 BENT                              0.78   0.57   1.12
 FB3801  -------------------------------------------------------------------
 FB3801
 FB3801.The horizontal coordinates were established by GPS observations
 FB3801.and adjusted by the National Geodetic Survey in February 2007.
 FB3801
 FB3801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3801.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3801.The horizontal coordinates are valid at the epoch date displayed above.
 FB3801.The epoch date for horizontal control is a decimal equivalence
 FB3801.of Year/Month/Day.
 FB3801
 FB3801.The orthometric height was determined by GPS observations and a
 FB3801.high-resolution geoid model.
 FB3801
 FB3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3801
 FB3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3801
 FB3801.The ellipsoidal height was determined by GPS observations
 FB3801.and is referenced to NAD 83.
 FB3801
 FB3801.The geoid height was determined by GEOID03.
 FB3801
 FB3801;                    North         East     Units Scale Factor Converg.
 FB3801;SPC NC       -   249,311.018   337,890.608   MT  0.99994892   -1 44 19.7
 FB3801;SPC NC       -   817,947.90  1,108,562.77   sFT  0.99994892   -1 44 19.7
 FB3801;UTM  17      - 3,980,010.964   408,686.724   MT  0.99970274   -0 35 40.9
 FB3801
 FB3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3801!SPC NC       -   0.99985638  x   0.99994892  =   0.99980531
 FB3801!UTM  17      -   0.99985638  x   0.99970274  =   0.99955916
 FB3801
 FB3801                          SUPERSEDED SURVEY CONTROL
 FB3801
 FB3801  NAD 83(2001)-  35 57 36.81836(N)    082 00 45.46973(W) AD(       ) 1
 FB3801  ELLIP H (03/13/03)  915.219  (m)                       GP(       ) 4 2
 FB3801  NAD 83(1986)-  35 57 36.82703(N)    082 00 45.47296(W) AD(       ) 1
 FB3801  NAD 83(1995)-  35 57 36.81878(N)    082 00 45.46710(W) AD(       ) 2
 FB3801  NAD 83(1986)-  35 57 36.82543(N)    082 00 45.47193(W) AD(       ) 2
 FB3801  NGVD 29 (02/22/93)  946.1    (m)         3104.     (f) VERT ANG    3  
 FB3801
 FB3801.Superseded values are not recommended for survey control.
 FB3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3801.See file dsdata.txt to determine how the superseded data were derived.
 FB3801
 FB3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0868780011(NAD 83)
 FB3801_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3801_SP_SET: CONCRETE POST
 FB3801_STAMPING: BENT 1981
 FB3801_MARK LOGO: NCGS  
 FB3801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3801+STABILITY: SURFACE MOTION
 FB3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3801+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 FB3801
 FB3801  HISTORY     - Date     Condition        Report By
 FB3801  HISTORY     - 1981     MONUMENTED       NCGS
 FB3801  HISTORY     - 19990420 GOOD             NCGS
 FB3801
 FB3801                          STATION DESCRIPTION
 FB3801
 FB3801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3801'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTH OF INGALLS AND 7.1
 FB3801'KM (4.4 MI) NORTHEAST OF SPRUCE PINE (MITCHELL COUNTY) ON BENT RIDGE.
 FB3801'TO REACH THE STATION FROM THE US 19 EAST BRIDGE OVER THE NORTH TOE
 FB3801'RIVER (SOUTH OF INGALLS NEAR THE AVERY-MITCHELL COUNTY LINE), PROCEED
 FB3801'NORTHEAST ALONG US 19 EAST FOR 0.3 KM (0.2 MI) TO SR 1103 (BENT ROAD)
 FB3801'ON THE LEFT, THENCE NORTHWEST ALONG SR 1103 FOR 1.1 KM (0.65 MI) TO SR
 FB3801'1105 ON THE RIGHT.  THENCE NORTH ALONG SR 1105 FOR 0.3 KM (0.2 MI) TO
 FB3801'A GRAVEL ROAD ON THE LEFT, THENCE NORTHWEST ALONG THE GRAVEL ROAD FOR
 FB3801'0.08 KM (0.05 MI) TO A FARM HOUSE.  THENCE NORTH THROUGH A PASTURE FOR
 FB3801'0.5 KM (0.3 MI) TO THE HIGHEST POINT OF THE PASTURE, AND THE STATION
 FB3801'ON A RIDGE.
 FB3801'THE STATION IS A STANDARD NCGS DISK STAMPED---BENT 1981---, SET INTO
 FB3801'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 5 CM
 FB3801'ABOVE GROUND.  LOCATED 19.2 METERS (63.0 FT) SOUTH OF A FENCE
 FB3801'POST--AND 27.0 METERS (88.5 FT) WEST OF A 24-INCH FORKED MAPLE, 16.0
 FB3801'METERS (52.5 FT) EAST OF AN 18-INCH DEAD LOCUST, 15.8 METERS
 FB3801'(52.0 FT) EAST-NORTHEAST OF A 10-INCH ASH, AND 36.0 METERS (118.0 FT)
 FB3801'EAST-SOUTHEAST OF A 24-INCH WHITE OAK--ALL FOUR WITH REFERENCE TAGS.
 FB3801
 FB3801                          STATION RECOVERY (1999)
 FB3801
 FB3801'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (PAC)
 FB3801'THE FENCE POST, DEAD LOCUST AND FORKED MAPLE NO LONGER EXIST AS
 FB3801'REFERENCE.  ADD THE FOLLOWING NEW REFERENCES.  LOCATED ON TOP OF RIDGE
 FB3801'IN THE NORTH TIRE TRAIL OF FARM TRAIL.  LOCATED---90.0 FT WEST OF THE
 FB3801'FENCE CORNER POST, 115.0 FT (35.1 M) WEST-NORTHWEST OF A 30-INCH RED
 FB3801'OAK, 160.0 FT (48.8 M) EAST OF THE EAST GATE POST--ALL THREE WITH
 FB3801'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8407 ***********************************************************************
 AF8407  DESIGNATION -  BENT
 AF8407  PID         -  AF8407
 AF8407  STATE/COUNTY-  NC/HERTFORD
 AF8407  USGS QUAD   -  MURFREESBORO (1973)
 AF8407
 AF8407                         *CURRENT SURVEY CONTROL
 AF8407  ___________________________________________________________________
 AF8407* NAD 83(2001)-  36 22 57.03468(N)    077 02 48.31245(W)     ADJUSTED  
 AF8407* NAVD 88     -        17.9    (meters)      59.     (feet)  VERT ANG  
 AF8407  ___________________________________________________________________
 AF8407  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 AF8407  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AF8407  HORZ ORDER  -  SECOND
 AF8407
 AF8407.The horizontal coordinates were established by classical geodetic methods
 AF8407.and adjusted by the National Geodetic Survey in August 2005.
 AF8407
 AF8407.The orthometric height was determined by vertical angle observations.
 AF8407
 AF8407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8407
 AF8407.The geoid height was determined by GEOID03.
 AF8407
 AF8407;                    North         East     Units Scale Factor Converg.
 AF8407;SPC NC       -   293,769.583   784,859.238   MT  1.00006740   +1 07 38.5
 AF8407;SPC NC       -   963,809.04  2,574,992.35   sFT  1.00006740   +1 07 38.5
 AF8407;UTM  18      - 4,028,321.261   316,414.244   MT  1.00001527   -1 12 51.9
 AF8407
 AF8407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8407!SPC NC       -   1.00000271  x   1.00006740  =   1.00007011
 AF8407!UTM  18      -   1.00000271  x   1.00001527  =   1.00001798
 AF8407
 AF8407                          SUPERSEDED SURVEY CONTROL
 AF8407
 AF8407  NAD 83(1986)-  36 22 57.04335(N)    077 02 48.32843(W) AD(       ) 2
 AF8407
 AF8407.Superseded values are not recommended for survey control.
 AF8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8407.See file dsdata.txt to determine how the superseded data were derived.
 AF8407
 AF8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1641428321(NAD 83)
 AF8407_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8407_STAMPING: BENT 1985
 AF8407_MARK LOGO: NCGS  
 AF8407_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8407+STABILITY: SURFACE MOTION
 AF8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8407+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AF8407
 AF8407  HISTORY     - Date     Condition        Report By
 AF8407  HISTORY     - 1985     MONUMENTED       NCGS
 AF8407
 AF8407                          STATION DESCRIPTION
 AF8407
 AF8407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8407'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF MURFREESBORO AND
 AF8407'7.2 MI (11.6 KM) NORTH-NORTHWEST OF AHOSKIE. ALONG NC 11 FOR 2.65 MI
 AF8407'(4.26 KM) NORTHWEST FROM NC 461, OR 0.45 MI (0.72 KM) SOUTHEAST FROM
 AF8407'SR 1167 (BEAVERDAM-TOM BROWNE) CROSSROADS, IN THE SOUTHWEST SHOULDER
 AF8407'AND ON PROLONGATION OF A WALK TO A 2-STORY HOUSE. MARK IS RECESSED 3
 AF8407'INCHES BELOW GROUND AND ABOUT 1 FOOT (0.3 M) LOWER THAN HIGHWAY.
 AF8407'LOCATED 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 AF8407'HIGHWAY, 67.0 FT (20.4 M) SOUTH OF THE SOUTHEAST END OF A DRIVEWAY
 AF8407'CULVERT, 87.0 FT (26.5 M) WEST-SOUTHWEST OF THE SOUTHEAST END OF A LOW
 AF8407'STONE WALL, 99.8 FT (30.4 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL
 AF8407'(R103E), AND 161.1 FT (49.1 M) EAST-SOUTHEAST OF A R/W MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3218 ***********************************************************************
 FB3218  DESIGNATION -  BENT CREEK
 FB3218  PID         -  FB3218
 FB3218  STATE/COUNTY-  NC/BUNCOMBE
 FB3218  USGS QUAD   -  ASHEVILLE (1991)
 FB3218
 FB3218                         *CURRENT SURVEY CONTROL
 FB3218  ___________________________________________________________________
 FB3218* NAD 83(2001)-  35 30 24.28412(N)    082 35 48.36352(W)     ADJUSTED  
 FB3218* NAVD 88     -       646.5    (meters)    2121.     (feet)  VERTCON   
 FB3218  ___________________________________________________________________
 FB3218  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 FB3218  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB3218  HORZ ORDER  -  SECOND
 FB3218
 FB3218.The horizontal coordinates were established by classical geodetic methods
 FB3218.and adjusted by the National Geodetic Survey in August 2005.
 FB3218
 FB3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3218
 FB3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3218
 FB3218.The geoid height was determined by GEOID03.
 FB3218
 FB3218;                    North         East     Units Scale Factor Converg.
 FB3218;SPC NC       -   200,786.682   283,405.700   MT  0.99988246   -2 04 33.4
 FB3218;SPC NC       -   658,747.64    929,806.87   sFT  0.99988246   -2 04 33.4
 FB3218;UTM  17      - 3,930,413.717   355,190.149   MT  0.99985842   -0 55 39.2
 FB3218
 FB3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3218!SPC NC       -   0.99990320  x   0.99988246  =   0.99978567
 FB3218!UTM  17      -   0.99990320  x   0.99985842  =   0.99976163
 FB3218
 FB3218|---------------------------------------------------------------------|
 FB3218| PID    Reference Object                     Distance      Geod. Az  |
 FB3218|                                                           dddmmss.s |
 FB3218| FB3220 MCILAWIN                            383.384 METERS 31802     |
 FB3218|---------------------------------------------------------------------|
 FB3218
 FB3218                          SUPERSEDED SURVEY CONTROL
 FB3218
 FB3218  NAD 83(1995)-  35 30 24.28320(N)    082 35 48.36373(W) AD(       ) 2
 FB3218  NAD 83(1986)-  35 30 24.28892(N)    082 35 48.36135(W) AD(       ) 2
 FB3218  NAD 27      -  35 30 23.88495(N)    082 35 48.91255(W) AD(       ) 2
 FB3218  NGVD 29 (07/19/86)  646.6    (m)         2121.     (f) VERT ANG    3  
 FB3218
 FB3218.Superseded values are not recommended for survey control.
 FB3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3218.See file dsdata.txt to determine how the superseded data were derived.
 FB3218
 FB3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5519030414(NAD 83)
 FB3218_MARKER: DE = TRAVERSE STATION DISK
 FB3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3218+STABILITY: SURFACE MOTION
 FB3218
 FB3218  HISTORY     - Date     Condition        Report By
 FB3218  HISTORY     - 1973     MONUMENTED       NCGS
 FB3218  HISTORY     - 1981     MARK NOT FOUND   NCGS
 FB3218
 FB3218                          STATION DESCRIPTION
 FB3218
 FB3218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3218'BENT CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB3218'IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3218'
 FB3218'BENT CREEK IS LOCATED APPROXIMATELY 6.6 MILES SSW OF ASHEVILLE,
 FB3218'AND 4.4 MILES SE OF ENKA.  TO REACH STATION FROM THE NC 191
 FB3218'OVERPASS OF I-26, PROCEED SOUTH ALONG NC 191 FOR 2.15 MILES TO
 FB3218'STATION ON LEFT IN FRONT OF BENT CREEK BAPTIST CHURCH.
 FB3218'
 FB3218'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3218'BENT CREEK 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FB3218'OF WHICH IS 5 INCHES BELOW THE GROUND.
 FB3218'
 FB3218'MARK IS 25.5 FT ENE OF C/L OF NC 191
 FB3218'
 FB3218'46.8 FT W OF WESTERNMOST POST OF CHURCH SIGN POST
 FB3218'
 FB3218'11.6 FT SSE OF CENTER OF WATER METER COVER
 FB3218'
 FB3218'56.7 FT SSW OF 20 IN OAK WITH ALUMINUM REF. TAG
 FB3218'
 FB3218'107.0 FT NNW OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FB3218'
 FB3218'123.3 FT SSE OF PP WITH LAMP WITH ALUMINUM REF. TAG
 FB3218
 FB3218                          STATION RECOVERY (1981)
 FB3218
 FB3218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3218'THE STATION NOT RECOVERED AT THIS DATE.
 FB3218'
 FB3218'THE SEARCH WAS MADE WITH NO TRACE OF MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1953 ***********************************************************************
 EB1953  DESIGNATION -  BENTON
 EB1953  PID         -  EB1953
 EB1953  STATE/COUNTY-  NC/SAMPSON
 EB1953  USGS QUAD   -  DELWAY (1984)
 EB1953
 EB1953                         *CURRENT SURVEY CONTROL
 EB1953  ___________________________________________________________________
 EB1953* NAD 83(2001)-  34 49 30.90842(N)    078 14 21.67186(W)     ADJUSTED  
 EB1953* NAVD 88     -        39.3    (meters)     129.     (feet)  VERTCON   
 EB1953  ___________________________________________________________________
 EB1953  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EB1953  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 EB1953  HORZ ORDER  -  SECOND
 EB1953
 EB1953.The horizontal coordinates were established by classical geodetic methods
 EB1953.and adjusted by the National Geodetic Survey in August 2005.
 EB1953
 EB1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1953
 EB1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1953
 EB1953.The geoid height was determined by GEOID03.
 EB1953
 EB1953;                    North         East     Units Scale Factor Converg.
 EB1953;SPC NC       -   119,545.002   679,178.934   MT  0.99990012   +0 26 20.5
 EB1953;SPC NC       -   392,207.23  2,228,272.89   sFT  0.99990012   +0 26 20.5
 EB1953;UTM  17      - 3,857,139.707   752,482.211   MT  1.00038576   +1 34 38.5
 EB1953
 EB1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1953!SPC NC       -   0.99999937  x   0.99990012  =   0.99989949
 EB1953!UTM  17      -   0.99999937  x   1.00038576  =   1.00038513
 EB1953
 EB1953:                Primary Azimuth Mark                     Grid Az
 EB1953:SPC NC       -  STEVE                                    310 40 27.3
 EB1953:UTM  17      -  STEVE                                    309 32 09.3
 EB1953
 EB1953|---------------------------------------------------------------------|
 EB1953| PID    Reference Object                     Distance      Geod. Az  |
 EB1953|                                                           dddmmss.s |
 EB1953| EB1952 STEVE                               APPROX. 0.9 KM 3110647.8 |
 EB1953|---------------------------------------------------------------------|
 EB1953
 EB1953                          SUPERSEDED SURVEY CONTROL
 EB1953
 EB1953  NAD 83(1986)-  34 49 30.91721(N)    078 14 21.68347(W) AD(       ) 2
 EB1953  NAD 27      -  34 49 30.30762(N)    078 14 22.70306(W) AD(       ) 2
 EB1953  NGVD 29 (07/19/86)   39.6    (m)          130.     (f) VERT ANG    3  
 EB1953
 EB1953.Superseded values are not recommended for survey control.
 EB1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1953.See file dsdata.txt to determine how the superseded data were derived.
 EB1953
 EB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5248257140(NAD 83)
 EB1953_MARKER: DE = TRAVERSE STATION DISK
 EB1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1953_STAMPING: BENTON 1973
 EB1953_MARK LOGO: NCGS  
 EB1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1953+STABILITY: SURFACE MOTION
 EB1953
 EB1953  HISTORY     - Date     Condition        Report By
 EB1953  HISTORY     - 1973     MONUMENTED       NCGS
 EB1953
 EB1953                          STATION DESCRIPTION
 EB1953
 EB1953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1953'BENTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1953'VICINITY OF HARRELLS, NORTH CAROLINA.
 EB1953'
 EB1953'BENTON IS LOCATED APPROXIMATELY 7.1 MILES NNW OF HARRELLS, AND 9.2
 EB1953'MILES ENE OF GARLAND.  TO REACH STATION FROM INTERSECTION OF US 421
 EB1953'WITH NC 41 AND 411 SE OF HARRELLS, PROCEED NORTH ALONG US 421 FOR
 EB1953'7.75 MILES TO INTERSECTION WITH SR 1960 AND 1128 AND STATION
 EB1953'APPROXIMATELY 200 FEET SE OF INTERSECTION, AND IN DRIVE TO BENTON
 EB1953'CEMETERY.
 EB1953'
 EB1953'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BENTON
 EB1953'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EB1953'INCHES BELOW THE GROUND.
 EB1953'
 EB1953'MARK IS
 EB1953'
 EB1953'44.6 FEET NE OF C/L OF US 421.
 EB1953'13.0 FEET E OF NW END OF CULVERT OF ENTRANCE TO CEMETERY.
 EB1953'28,8 FEET N OF SE END OF CULVERT OF ENTRANCE TO CEMETERY.
 EB1953'77.6 FEET W OF 8 INCH OAK W/ALUMINUM REF. TAG.
 EB1953'50.8 FEET S OF 4 INCH PINE W/ALUMINUM REF. TAG.
 EB1953'151.6 FEET SSE OF RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2606 ***********************************************************************
 EB2606  DESIGNATION -  BENTON
 EB2606  PID         -  EB2606
 EB2606  STATE/COUNTY-  NC/ROBESON
 EB2606  USGS QUAD   -  PEMBROKE (1982)
 EB2606
 EB2606                         *CURRENT SURVEY CONTROL
 EB2606  ___________________________________________________________________
 EB2606* NAD 83(2001)-  34 40 24.93989(N)    079 10 12.94720(W)     ADJUSTED  
 EB2606* NAVD 88     -        50.21   (+/-2cm)     164.7    (feet)  VERTCON   
 EB2606  ___________________________________________________________________
 EB2606  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 EB2606  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EB2606  HORZ ORDER  -  SECOND
 EB2606  VERT ORDER  -  THIRD ? (See Below)
 EB2606
 EB2606.The horizontal coordinates were established by classical geodetic methods
 EB2606.and adjusted by the National Geodetic Survey in August 2005.
 EB2606
 EB2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2606.The vertical order pertains to the NGVD 29 superseded value.
 EB2606
 EB2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2606
 EB2606.The geoid height was determined by GEOID03.
 EB2606
 EB2606;                    North         East     Units Scale Factor Converg.
 EB2606;SPC NC       -   102,468.990   593,997.951   MT  0.99992315   -0 05 53.8
 EB2606;SPC NC       -   336,183.68  1,948,808.28   sFT  0.99992315   -0 05 53.8
 EB2606;UTM  17      - 3,838,370.004   667,636.962   MT  0.99994638   +1 02 28.3
 EB2606
 EB2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2606!SPC NC       -   0.99999734  x   0.99992315  =   0.99992049
 EB2606!UTM  17      -   0.99999734  x   0.99994638  =   0.99994372
 EB2606
 EB2606:                Primary Azimuth Mark                     Grid Az
 EB2606:SPC NC       -  MOSS                                     113 34 27.0
 EB2606:UTM  17      -  MOSS                                     112 26 04.9
 EB2606
 EB2606|---------------------------------------------------------------------|
 EB2606| PID    Reference Object                     Distance      Geod. Az  |
 EB2606|                                                           dddmmss.s |
 EB2606| EB2610 MOSS                                APPROX. 1.8 KM 1132833.2 |
 EB2606|---------------------------------------------------------------------|
 EB2606
 EB2606                          SUPERSEDED SURVEY CONTROL
 EB2606
 EB2606  NAD 83(1986)-  34 40 24.95141(N)    079 10 12.95025(W) AD(       ) 2
 EB2606  NAD 27      -  34 40 24.36545(N)    079 10 13.81667(W) AD(       ) 2
 EB2606  NGVD 29 (07/19/86)   50.50   (m)          165.7    (f) LEVELING    3  
 EB2606
 EB2606.Superseded values are not recommended for survey control.
 EB2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2606.See file dsdata.txt to determine how the superseded data were derived.
 EB2606
 EB2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6763738370(NAD 83)
 EB2606_MARKER: DE = TRAVERSE STATION DISK
 EB2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2606_STAMPING: BENTON 1965
 EB2606_MARK LOGO: NCGS  
 EB2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2606+STABILITY: SURFACE MOTION
 EB2606
 EB2606  HISTORY     - Date     Condition        Report By
 EB2606  HISTORY     - 1965     MONUMENTED       NCGS
 EB2606
 EB2606                          STATION DESCRIPTION
 EB2606
 EB2606'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2606'BENTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2606'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2606'
 EB2606'BENTON IS 1.3 MILES ESE OF PEMBROKE AND 10.0 MILES WNW OF
 EB2606'LUMBERTON.  STATION IS LOCATED ON THE RIGHT OF WAY OF THE SAL
 EB2606'RR IN THE NE QUADRANT OF THE CROSSING OF SR 1564 (A SOIL
 EB2606'SURFACE ROAD AND THE RAILROAD).  AND 0.9 MILES N ON SR 1564
 EB2606'FROM THE T INTERSECTION OF NC 71 AND SR 1564.
 EB2606'
 EB2606'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2606'BENTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2606'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2606'
 EB2606'MARK IS
 EB2606'
 EB2606'17.4 FT SE OF C/L OF SR 1571
 EB2606'
 EB2606'25.0 FT NE OF SW RR CROSSING SIGNAL WITH ALUMINUM REF. TAG
 EB2606'
 EB2606'4.2 FT E OF NE RAIL
 EB2606'
 EB2606'21.5 FT SW OF C/L OF SR 1564
 EB2606'
 EB2606'52.3 FT W OF TP 47 WITH ALUMINUM REF. TAG
 EB2606'
 EB2606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0245 ***********************************************************************
 EZ0245  DESIGNATION -  BENTONVILLE
 EZ0245  PID         -  EZ0245
 EZ0245  STATE/COUNTY-  NC/JOHNSTON
 EZ0245  USGS QUAD   -  NEWTON GROVE NORTH (1986)
 EZ0245
 EZ0245                         *CURRENT SURVEY CONTROL
 EZ0245  ___________________________________________________________________
 EZ0245* NAD 83(2001)-  35 16 54.21511(N)    078 21 30.37324(W)     ADJUSTED  
 EZ0245* NAVD 88     -        56.652  (meters)     185.87   (feet)  ADJUSTED  
 EZ0245  ___________________________________________________________________
 EZ0245  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EZ0245  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EZ0245  DYNAMIC HT  -          56.602 (meters)     185.70  (feet)  COMP
 EZ0245  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 EZ0245
 EZ0245  HORZ ORDER  -  SECOND
 EZ0245  VERT ORDER  -  SECOND    CLASS II
 EZ0245
 EZ0245.The horizontal coordinates were established by classical geodetic methods
 EZ0245.and adjusted by the National Geodetic Survey in August 2005.
 EZ0245
 EZ0245.The orthometric height was determined by differential leveling
 EZ0245.and adjusted in June 1991.
 EZ0245
 EZ0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0245
 EZ0245.The geoid height was determined by GEOID03.
 EZ0245
 EZ0245.The dynamic height is computed by dividing the NAVD 88
 EZ0245.geopotential number by the normal gravity value computed on the
 EZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0245.degrees latitude (g = 980.6199 gals.).
 EZ0245
 EZ0245.The modeled gravity was interpolated from observed gravity values.
 EZ0245
 EZ0245;                    North         East     Units Scale Factor Converg.
 EZ0245;SPC NC       -   170,102.941   667,959.051   MT  0.99987273   +0 22 13.0
 EZ0245;SPC NC       -   558,079.40  2,191,462.32   sFT  0.99987273   +0 22 13.0
 EZ0245;UTM  17      - 3,907,486.340   740,246.455   MT  1.00031137   +1 31 35.4
 EZ0245
 EZ0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0245!SPC NC       -   0.99999648  x   0.99987273  =   0.99986922
 EZ0245!UTM  17      -   0.99999648  x   1.00031137  =   1.00030785
 EZ0245
 EZ0245:                Primary Azimuth Mark                     Grid Az
 EZ0245:SPC NC       -  MICROWAVE                                174 15 17.8
 EZ0245:UTM  17      -  MICROWAVE                                173 05 55.4
 EZ0245
 EZ0245|---------------------------------------------------------------------|
 EZ0245| PID    Reference Object                     Distance      Geod. Az  |
 EZ0245|                                                           dddmmss.s |
 EZ0245| EZ0246 MICROWAVE                           APPROX. 1.0 KM 1743730.8 |
 EZ0245|---------------------------------------------------------------------|
 EZ0245
 EZ0245                          SUPERSEDED SURVEY CONTROL
 EZ0245
 EZ0245  NAD 83(1986)-  35 16 54.22105(N)    078 21 30.37489(W) AD(       ) 2
 EZ0245  NAD 27      -  35 16 53.63064(N)    078 21 31.36967(W) AD(       ) 2
 EZ0245  NGVD 29 (??/??/92)   56.944  (m)          186.82   (f) ADJ UNCH    2 2
 EZ0245
 EZ0245.Superseded values are not recommended for survey control.
 EZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0245.See file dsdata.txt to determine how the superseded data were derived.
 EZ0245
 EZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4024607486(NAD 83)
 EZ0245_MARKER: DE = TRAVERSE STATION DISK
 EZ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0245_STAMPING: BENTONVILLE 1973
 EZ0245_MARK LOGO: NCGS  
 EZ0245_PROJECTION: FLUSH
 EZ0245_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0245+STABILITY: SURFACE MOTION
 EZ0245
 EZ0245  HISTORY     - Date     Condition        Report By
 EZ0245  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0245  HISTORY     - 1973     GOOD             NCGS
 EZ0245  HISTORY     - 19860922 GOOD             NCGS
 EZ0245  HISTORY     - 1987     GOOD             USPSQD
 EZ0245
 EZ0245                          STATION DESCRIPTION
 EZ0245
 EZ0245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0245'BENTONVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0245'IN THE VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0245'
 EZ0245'BENTONVILLE IS LOCATED APPROXIMATELY 02.5 MILES NORTH OF NEWTON
 EZ0245'GROVE, AND 16.0 MILES SOUTH OF SMITHFIELD.  TO REACH STATION FROM THE
 EZ0245'TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED NORTH ALONG US 701 FOR 02.55
 EZ0245'MILES TO INTERSECTION WITH SR 1008, AND STATION IN SW QUADRANT,
 EZ0245'NEAR A TELEPHONE PEDESTAL.
 EZ0245'
 EZ0245'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0245'BENTONVILLE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0245'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0245'
 EZ0245'MARK IS
 EZ0245'42.7 FEET W OF C/L OF US 701.
 EZ0245'92.8 FEET S OF C/L SR 1008.
 EZ0245'5.7 FEET NNW OF TP PEDESTAL NO. 33-1.
 EZ0245'28.7 FEET S OF R/W MARKER.
 EZ0245'61.4 FEET SE OF PP NO. 9-12 W/ALUMINUM REF. TAG.
 EZ0245
 EZ0245                          STATION RECOVERY (1973)
 EZ0245
 EZ0245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0245'2.5 MI N FROM NEWTON GROVE.
 EZ0245'BENTONVILLE IS LOCATED APPROXIMATELY 16.0 MILES SOUTH OF SMITHFIELD.
 EZ0245'TO REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0245'NORTH ALONG U.S. 701 FOR 2.55 MILES TO INTERSECTION WITH SR 1008,
 EZ0245'AND STATION IN SOUTHWEST QUADRANT, NEAR A TELEPHONE PEDESTAL,
 EZ0245'42.7 FT W OF C/L OF U.S. 701, 92.8 FT S OF C/L OF SR 1008, 5.7 FT
 EZ0245'NNW OF TP PEDESTAL 33-1, 28.7 FT S OF R/W MARKER, AND 61.4 FT SE
 EZ0245'OF PP 9-12 WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ0245'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0245
 EZ0245                          STATION RECOVERY (1986)
 EZ0245
 EZ0245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0245'RECOVERED AS DESCRIBED.
 EZ0245
 EZ0245                          STATION RECOVERY (1987)
 EZ0245
 EZ0245'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2241 ***********************************************************************
 AB2241  DESIGNATION -  BENZ
 AB2241  PID         -  AB2241
 AB2241  STATE/COUNTY-  NC/CRAVEN
 AB2241  USGS QUAD   -  NEW BERN (1994)
 AB2241
 AB2241                         *CURRENT SURVEY CONTROL
 AB2241  ___________________________________________________________________
 AB2241* NAD 83(2001)-  35 05 44.41214(N)    077 06 24.39221(W)     ADJUSTED  
 AB2241* NAVD 88     -         6.083  (meters)      19.96   (feet)  ADJUSTED  
 AB2241  ___________________________________________________________________
 AB2241  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AB2241  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 AB2241  DYNAMIC HT  -           6.078 (meters)      19.94  (feet)  COMP
 AB2241  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 AB2241
 AB2241  HORZ ORDER  -  SECOND
 AB2241  VERT ORDER  -  SECOND    CLASS II
 AB2241
 AB2241.The horizontal coordinates were established by classical geodetic methods
 AB2241.and adjusted by the National Geodetic Survey in August 2005.
 AB2241
 AB2241.The orthometric height was determined by differential leveling
 AB2241.and adjusted in May 1996.
 AB2241
 AB2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2241
 AB2241.The geoid height was determined by GEOID03.
 AB2241
 AB2241.The dynamic height is computed by dividing the NAVD 88
 AB2241.geopotential number by the normal gravity value computed on the
 AB2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2241.degrees latitude (g = 980.6199 gals.).
 AB2241
 AB2241.The modeled gravity was interpolated from observed gravity values.
 AB2241
 AB2241;                    North         East     Units Scale Factor Converg.
 AB2241;SPC NC       -   150,921.000   782,196.990   MT  0.99987628   +1 05 33.8
 AB2241;SPC NC       -   495,146.65  2,566,257.96   sFT  0.99987628   +1 05 33.8
 AB2241;UTM  18      - 3,885,683.042   307,962.477   MT  1.00005452   -1 12 41.9
 AB2241
 AB2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2241!SPC NC       -   1.00000488  x   0.99987628  =   0.99988116
 AB2241!UTM  18      -   1.00000488  x   1.00005452  =   1.00005940
 AB2241
 AB2241:                Primary Azimuth Mark                     Grid Az
 AB2241:SPC NC       -  J 110                                    065 59 55.7
 AB2241:UTM  18      -  J 110                                    068 18 11.4
 AB2241
 AB2241|---------------------------------------------------------------------|
 AB2241| PID    Reference Object                     Distance      Geod. Az  |
 AB2241|                                                           dddmmss.s |
 AB2241| EY0673 J 110                               APPROX. 1.3 KM 0670529.5 |
 AB2241| EY1533 D 214                                75.173 METERS 24633     |
 AB2241|---------------------------------------------------------------------|
 AB2241
 AB2241                          SUPERSEDED SURVEY CONTROL
 AB2241
 AB2241  NAD 83(1986)-  35 05 44.42418(N)    077 06 24.40244(W) AD(       ) 2
 AB2241  NGVD 29 (10/29/98)    6.41   (m)           21.0    (f) LEVELING    3  
 AB2241
 AB2241.Superseded values are not recommended for survey control.
 AB2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2241.See file dsdata.txt to determine how the superseded data were derived.
 AB2241
 AB2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0796285683(NAD 83)
 AB2241_MARKER: DE = TRAVERSE STATION DISK
 AB2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2241_STAMPING: BENZ 1981
 AB2241_MARK LOGO: NCGS  
 AB2241_PROJECTION: FLUSH
 AB2241_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2241+STABILITY: SURFACE MOTION
 AB2241
 AB2241  HISTORY     - Date     Condition        Report By
 AB2241  HISTORY     - 1981     MONUMENTED       NCGS
 AB2241  HISTORY     - 19820101 GOOD             NCGS
 AB2241  HISTORY     - 19870101 GOOD             NCGS
 AB2241
 AB2241                          STATION DESCRIPTION
 AB2241
 AB2241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 AB2241'STATION IS LOCATED ABOUT 5.95 KM (3.70 MI) WEST-SOUTHWEST OF NEW BERN
 AB2241'AND 14.64 KM (9.10 MI) NORTHEAST OF POLLOCKSVILLE. ALONG US 17 FOR
 AB2241'2.25 KM (1.40 MI) SOUTHWEST FROM THE US 70 OVERPASS, ABOUT 10.67 M
 AB2241'(35.01 FT) EAST OF THE CENTERLINE OF SR 1728, IN THE HIGHWAY SHOULDER,
 AB2241'AT THE ENTRANCE TO DATSUN-MERCEDES BENZ-PORCHE AUTO CENTER, ON THE
 AB2241'PROLONGATION OF THE WEST END OF THE PARTS AND SERVICE BUILDING. MARK
 AB2241'IS RECESSED 3 INCHES BELOW GROUND. LOCATED 7.7 M (25.3 FT) SOUTH OF
 AB2241'THE CENTERLINE OF THE NORTH BOUND LANES, 14.3 M (46.9 FT) WEST OF THE
 AB2241'CENTERLINE OF THE DRIVEWAY TO THE AUTO CENTER, 7.8 M (25.6 FT)
 AB2241'NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, AND 46.6 M (152.9 FT)
 AB2241'WEST OF A PEDESTAL POST (45). BENCH MARK--D 214 1979--IS 75.29 M
 AB2241'(247.01 FT) SOUTHWEST OF THE STATION AT A RIGHT-OF-WAY MARKER IN THE V
 AB2241'FORMED BY THE INTERSECTION OF SR 1278 AND EAST BOUND LANES OF US 17.
 AB2241'BENCH MARK--J 110 1963--IS 1.29 KM (0.80 MI) NORTHEAST OF THE STATION
 AB2241'IN THE SOUTH QUADRANT OF THE INTERSECTION OF THE HIGHWAY AND THE
 AB2241'SEABOARD COAST LINE RAILROAD CROSSING.
 AB2241
 AB2241                          STATION RECOVERY (1987)
 AB2241
 AB2241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AB2241'LOCATED ABOUT 6.0 KM (3.7 MI) WEST OF NEW BERN. ALONG US 17 FOR 2.25
 AB2241'KM (1.40 MI) SOUTHWEST FROM US 70 BYPASS, OR ABOUT 107 M (351.0 FT)
 AB2241'EAST OF THE SR 1278 (TRENT RD) ENTRANCE TO US 17, AT THE ENTRANCE TO
 AB2241'AN AUTO DEALER, IN THE SOUTH SHOULDER ON THE PROLONGATION OF THE WEST
 AB2241'WALL OF THE PARTS-SERVICE BUILDING. MARK IS 3 INCHES BELOW GROUND AND
 AB2241'AT HIGHWAY LEVEL. LOCATED 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF
 AB2241'THE NORTH BOUND LANE, 14.3 M (46.9 FT) WEST OF THE CENTERLINE OF THE
 AB2241'ENTRANCE DRIVE, 7.8 M (25.6 FT) NORTHWEST OF THE WEST END OF THE DRIVE
 AB2241'CULVERT, 7.5 M (24.6 FT) NORTH OF THE PARKING LOT CURB, AND 26.3 M
 AB2241'(86.3 FT) WEST-NORTHWEST OF A METAL LAMP POLE ON THE EAST SIDE OF THE
 AB2241'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3769 ***********************************************************************
 FX3769  DESIGNATION -  BER
 FX3769  PID         -  FX3769
 FX3769  STATE/COUNTY-  NC/CHOWAN
 FX3769  USGS QUAD   -  YEOPIM RIVER (1982)
 FX3769
 FX3769                         *CURRENT SURVEY CONTROL
 FX3769  ___________________________________________________________________
 FX3769* NAD 83(2001)-  36 03 21.54956(N)    076 25 40.76892(W)     ADJUSTED  
 FX3769* NAVD 88     -              **(meters)            **(feet)            
 FX3769  ___________________________________________________________________
 FX3769  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FX3769  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 FX3769  HORZ ORDER  -  THIRD
 FX3769
 FX3769.The horizontal coordinates were established by classical geodetic methods
 FX3769.and adjusted by the National Geodetic Survey in August 2005.
 FX3769
 FX3769
 FX3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3769
 FX3769.The geoid height was determined by GEOID03.
 FX3769
 FX3769;                    North         East     Units Scale Factor Converg.
 FX3769;SPC NC       -   258,814.483   841,306.332   MT  0.99997099   +1 29 04.2
 FX3769;SPC NC       -   849,127.18  2,760,185.86   sFT  0.99997099   +1 29 04.2
 FX3769;UTM  18      - 3,991,101.594   371,385.436   MT  0.99980382   -0 50 26.1
 FX3769
 FX3769                          SUPERSEDED SURVEY CONTROL
 FX3769
 FX3769  NAD 83(1993)-  36 03 21.56215(N)    076 25 40.78191(W) AD(       ) 4
 FX3769  NAD 83(1986)-  36 03 21.56202(N)    076 25 40.78197(W) AD(       ) 4
 FX3769  NAD 27      -  36 03 21.00000(N)    076 25 42.00000(W) AD(       ) 3
 FX3769
 FX3769.Superseded values are not recommended for survey control.
 FX3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3769.See file dsdata.txt to determine how the superseded data were derived.
 FX3769
 FX3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7138591102(NAD 83)
 FX3769
 FX3769  HISTORY     - Date     Condition        Report By
 FX3769  HISTORY     - 1915     MONUMENTED       CGS
 FX3769
 FX3769                          STATION DESCRIPTION
 FX3769
 FX3769'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3769'STATION IS A BANNER OF CLOTH NAILED TO A TREE MIDWAY BETWEEN
 FX3769'DRUMMOND POINT AND BLUFF POINT, ALBEMARLE SOUND.  IT WAS USED IN
 FX3769'HYDROGRAPHY AND IS NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2080 ***********************************************************************
 FX2080  DESIGNATION -  BER 1
 FX2080  PID         -  FX2080
 FX2080  STATE/COUNTY-  NC/BERTIE
 FX2080  USGS QUAD   -  COLERAIN (1982)
 FX2080
 FX2080                         *CURRENT SURVEY CONTROL
 FX2080  ___________________________________________________________________
 FX2080* NAD 83(1986)-  36 13 47.     (N)    076 46 16.     (W)     SCALED    
 FX2080* NAVD 88     -        18.683  (meters)      61.30   (feet)  ADJUSTED  
 FX2080  ___________________________________________________________________
 FX2080  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 FX2080  DYNAMIC HT  -          18.668 (meters)      61.25  (feet)  COMP
 FX2080  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 FX2080
 FX2080  VERT ORDER  -  SECOND    CLASS II
 FX2080
 FX2080.The horizontal coordinates were scaled from a topographic map and have
 FX2080.an estimated accuracy of +/- 6 seconds.
 FX2080
 FX2080.The orthometric height was determined by differential leveling
 FX2080.and adjusted in June 1991.
 FX2080
 FX2080.The geoid height was determined by GEOID03.
 FX2080
 FX2080.The dynamic height is computed by dividing the NAVD 88
 FX2080.geopotential number by the normal gravity value computed on the
 FX2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2080.degrees latitude (g = 980.6199 gals.).
 FX2080
 FX2080.The modeled gravity was interpolated from observed gravity values.
 FX2080
 FX2080;                    North         East    Units  Estimated Accuracy
 FX2080;SPC NC       -   277,340.      809,970.      MT  (+/- 180 meters Scaled)
 FX2080
 FX2080                          SUPERSEDED SURVEY CONTROL
 FX2080
 FX2080  NGVD 29 (??/??/92)   19.016  (m)           62.39   (f) ADJ UNCH    2 2
 FX2080
 FX2080.Superseded values are not recommended for survey control.
 FX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2080.See file dsdata.txt to determine how the superseded data were derived.
 FX2080
 FX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF408108(NAD 83)
 FX2080_MARKER: DB = BENCH MARK DISK
 FX2080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2080_SP_SET: CULVERT HEADWALL
 FX2080_STAMPING: BER 1 1974
 FX2080_MARK LOGO: NCGS  
 FX2080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2080+STABILITY: SURFACE MOTION
 FX2080
 FX2080  HISTORY     - Date     Condition        Report By
 FX2080  HISTORY     - 1974     MONUMENTED       NCGS
 FX2080
 FX2080                          STATION DESCRIPTION
 FX2080
 FX2080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2080'1.8 MILES NORTH OF COLERAIN.
 FX2080'TO REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2080'PROCEED NORTH ALONG NC 45 1.85 MILES (2.98 KM) TO STATION ON LEFT IN
 FX2080'WEST HEADWALL OF CULVERT UNDER HIGHWAY, 1.25 MILES (2.01 KM) SOUTH OF
 FX2080'THE BERTIE-HERTFORD COUNTY LINE, 20.3 FT WEST OF C/L OF NC 45, 61.0 FT
 FX2080'WSW OF PP 5532 WITH ALUMINUM REF. TAG, 46.4 FT SSE OF TELEPHONE
 FX2080'JUNCTION BOX 1-9 AND SOUTH OF THE NORTH END OF WEST HEADWALL.  DISK IS
 FX2080'SET FLUSH IN DRILL HOLE IN A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2095 ***********************************************************************
 FX2095  DESIGNATION -  BER 10
 FX2095  PID         -  FX2095
 FX2095  STATE/COUNTY-  NC/BERTIE
 FX2095  USGS QUAD   -  MERRY HILL (1982)
 FX2095
 FX2095                         *CURRENT SURVEY CONTROL
 FX2095  ___________________________________________________________________
 FX2095* NAD 83(1986)-  36 05 27.     (N)    076 46 15.     (W)     SCALED    
 FX2095* NAVD 88     -        15.251  (meters)      50.04   (feet)  ADJUSTED  
 FX2095  ___________________________________________________________________
 FX2095  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2095  DYNAMIC HT  -          15.238 (meters)      49.99  (feet)  COMP
 FX2095  MODELED GRAV-     979,808.2   (mgal)                       NAVD 88
 FX2095
 FX2095  VERT ORDER  -  SECOND    CLASS II
 FX2095
 FX2095.The horizontal coordinates were scaled from a topographic map and have
 FX2095.an estimated accuracy of +/- 6 seconds.
 FX2095
 FX2095.The orthometric height was determined by differential leveling
 FX2095.and adjusted in June 1991.
 FX2095
 FX2095.The geoid height was determined by GEOID03.
 FX2095
 FX2095.The dynamic height is computed by dividing the NAVD 88
 FX2095.geopotential number by the normal gravity value computed on the
 FX2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2095.degrees latitude (g = 980.6199 gals.).
 FX2095
 FX2095.The modeled gravity was interpolated from observed gravity values.
 FX2095
 FX2095;                    North         East    Units  Estimated Accuracy
 FX2095;SPC NC       -   261,930.      810,340.      MT  (+/- 180 meters Scaled)
 FX2095
 FX2095                          SUPERSEDED SURVEY CONTROL
 FX2095
 FX2095  NGVD 29 (??/??/92)   15.581  (m)           51.12   (f) ADJ UNCH    2 2
 FX2095
 FX2095.Superseded values are not recommended for survey control.
 FX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2095.See file dsdata.txt to determine how the superseded data were derived.
 FX2095
 FX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE405954(NAD 83)
 FX2095_MARKER: DB = BENCH MARK DISK
 FX2095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2095_SP_SET: CULVERT HEADWALL
 FX2095_STAMPING: BER 10 1974
 FX2095_MARK LOGO: NCGS  
 FX2095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2095
 FX2095  HISTORY     - Date     Condition        Report By
 FX2095  HISTORY     - 1974     MONUMENTED       NCGS
 FX2095
 FX2095                          STATION DESCRIPTION
 FX2095
 FX2095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2095'6.7 MILES SOUTH OF COLERAIN.
 FX2095'BER 10 IS LOCATED APPROXIMATELY 12.0 MILES (19.3 KM) ENE OF WINDSOR.
 FX2095'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2095'ALONG NC 45 FOR 4.55 MILES (7.32 KM) TO STATION ON LEFT IN WEST
 FX2095'HEADWALL OF CULVERT UNDER HIGHWAY, 0.3 MILE (0.5 KM) NORTH OF
 FX2095'INTERSECTION WITH SR 1360 IN ASHLAND COMMUNITY, 18.4 FT WNW OF C/L OF
 FX2095'NC 45, 101.3 FT SW OF PP TF 24397 WITH ALUMINUM REF. TAG, 5.8 FT SOUTH
 FX2095'OF HEADWALL GUARD SIGN POST WITH ALUMINUM REF. TAG AND 0.6 FT NORTH
 FX2095'OF SOUTH END OF WEST HEADWALL.  DISK IS SET IN DRILL HOLE IN CONCRETE
 FX2095'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2096 ***********************************************************************
 FX2096  DESIGNATION -  BER 11
 FX2096  PID         -  FX2096
 FX2096  STATE/COUNTY-  NC/BERTIE
 FX2096  USGS QUAD   -  MERRY HILL (1982)
 FX2096
 FX2096                         *CURRENT SURVEY CONTROL
 FX2096  ___________________________________________________________________
 FX2096* NAD 83(1986)-  36 04 56.     (N)    076 46 29.     (W)     SCALED    
 FX2096* NAVD 88     -         7.048  (meters)      23.12   (feet)  ADJUSTED  
 FX2096  ___________________________________________________________________
 FX2096  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2096  DYNAMIC HT  -           7.043 (meters)      23.11  (feet)  COMP
 FX2096  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 FX2096
 FX2096  VERT ORDER  -  SECOND    CLASS II
 FX2096
 FX2096.The horizontal coordinates were scaled from a topographic map and have
 FX2096.an estimated accuracy of +/- 6 seconds.
 FX2096
 FX2096.The orthometric height was determined by differential leveling
 FX2096.and adjusted in June 1991.
 FX2096
 FX2096.The geoid height was determined by GEOID03.
 FX2096
 FX2096.The dynamic height is computed by dividing the NAVD 88
 FX2096.geopotential number by the normal gravity value computed on the
 FX2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2096.degrees latitude (g = 980.6199 gals.).
 FX2096
 FX2096.The modeled gravity was interpolated from observed gravity values.
 FX2096
 FX2096;                    North         East    Units  Estimated Accuracy
 FX2096;SPC NC       -   260,970.      810,010.      MT  (+/- 180 meters Scaled)
 FX2096
 FX2096                          SUPERSEDED SURVEY CONTROL
 FX2096
 FX2096  NGVD 29 (??/??/92)    7.379  (m)           24.21   (f) ADJ UNCH    2 2
 FX2096
 FX2096.Superseded values are not recommended for survey control.
 FX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2096.See file dsdata.txt to determine how the superseded data were derived.
 FX2096
 FX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE402945(NAD 83)
 FX2096_MARKER: DB = BENCH MARK DISK
 FX2096_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX2096_SP_SET: BRIDGE WINGWALL
 FX2096_STAMPING: BER 11 1974
 FX2096_MARK LOGO: NCGS  
 FX2096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2096
 FX2096  HISTORY     - Date     Condition        Report By
 FX2096  HISTORY     - 1974     MONUMENTED       NCGS
 FX2096
 FX2096                          STATION DESCRIPTION
 FX2096
 FX2096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2096'8.2 MILES SOUTH OF COLERAIN.
 FX2096'BER 11 IS LOCATED APPROXIMATELY 11.5 MILES (18.5 KM) ENE OF WINDSOR.
 FX2096'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2096'ALONG NC 45 FOR 3.75 MILES (6.03 KM) TO BRIDGE OVER EASTERNMOST SWAMP
 FX2096'AND STATION IN NW WINGWALL, 0.3 MILE (0.5 KM) SW OF INTERSECTION WITH
 FX2096'SR 1360 IN ASHLAND COMMUNITY, 0.1 MILE (0.2 KM) NE OF INTERSECTION
 FX2096'WITH SR 1355, 19.0 FT NNW OF C/L NC 45, 1.0 FT NORTH OF EDGE OF BRIDGE
 FX2096'RAIL AND 2.7 FT SOUTH OF NW END OF WINGWALL.  DISK IS SET FLUSH IN
 FX2096'DRILL HOLE IN CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2097 ***********************************************************************
 FX2097  DESIGNATION -  BER 12
 FX2097  PID         -  FX2097
 FX2097  STATE/COUNTY-  NC/BERTIE
 FX2097  USGS QUAD   -  MERRY HILL (1982)
 FX2097
 FX2097                         *CURRENT SURVEY CONTROL
 FX2097  ___________________________________________________________________
 FX2097* NAD 83(1986)-  36 04 35.     (N)    076 46 58.     (W)     SCALED    
 FX2097* NAVD 88     -         9.416  (meters)      30.89   (feet)  ADJUSTED  
 FX2097  ___________________________________________________________________
 FX2097  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 FX2097  DYNAMIC HT  -           9.408 (meters)      30.87  (feet)  COMP
 FX2097  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 FX2097
 FX2097  VERT ORDER  -  SECOND    CLASS II
 FX2097
 FX2097.The horizontal coordinates were scaled from a topographic map and have
 FX2097.an estimated accuracy of +/- 6 seconds.
 FX2097
 FX2097.The orthometric height was determined by differential leveling
 FX2097.and adjusted in June 1991.
 FX2097
 FX2097.The geoid height was determined by GEOID03.
 FX2097
 FX2097.The dynamic height is computed by dividing the NAVD 88
 FX2097.geopotential number by the normal gravity value computed on the
 FX2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2097.degrees latitude (g = 980.6199 gals.).
 FX2097
 FX2097.The modeled gravity was interpolated from observed gravity values.
 FX2097
 FX2097;                    North         East    Units  Estimated Accuracy
 FX2097;SPC NC       -   260,310.      809,300.      MT  (+/- 180 meters Scaled)
 FX2097
 FX2097                          SUPERSEDED SURVEY CONTROL
 FX2097
 FX2097  NGVD 29 (??/??/92)    9.746  (m)           31.98   (f) ADJ UNCH    2 2
 FX2097
 FX2097.Superseded values are not recommended for survey control.
 FX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2097.See file dsdata.txt to determine how the superseded data were derived.
 FX2097
 FX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE394938(NAD 83)
 FX2097_MARKER: DB = BENCH MARK DISK
 FX2097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2097_SP_SET: CULVERT HEADWALL
 FX2097_STAMPING: BER 12 1974
 FX2097_MARK LOGO: NCGS  
 FX2097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2097+STABILITY: SURFACE MOTION
 FX2097
 FX2097  HISTORY     - Date     Condition        Report By
 FX2097  HISTORY     - 1974     MONUMENTED       NCGS
 FX2097
 FX2097                          STATION DESCRIPTION
 FX2097
 FX2097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2097'8.7 MILES SOUHT OF COLERAIN.
 FX2097'BER 12 IS LOCATED APPROXIMATELY 11.0 MILES (17.7 KM) ENE OF WINDSOR.
 FX2097'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2097'ALONG NC 45 FOR 3.15 MILES (5.07 KM) TO STATION ON LEFT IN WEST
 FX2097'HEADWALL OF CULVERT UNDER HIGHWAY, 0.6 MILE (1.0 KM) SOUTH OF
 FX2097'INTERSECTION WITH SR 1355 IN ASHLAND COMMUNITY, 17.0 FT WNW OF C/L NC
 FX2097'45, 1.0 FT NORTH OF SOUTH END OF HEADWALL, 100.2 FT SOUTH OF SOUTH END
 FX2097'OF CULVERT UNDER ASPHALT DRIVE TO BRICK RESIDENCE AND 31.5 FT SSE OF
 FX2097'PP HK 07 WITH ALUMINUM REF. TAG, DISK IS SET FLUSH IN DRILL HOLE IN
 FX2097'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2047 ***********************************************************************
 FX2047  DESIGNATION -  BER 13
 FX2047  PID         -  FX2047
 FX2047  STATE/COUNTY-  NC/BERTIE
 FX2047  USGS QUAD   -  EDENHOUSE (1982)
 FX2047
 FX2047                         *CURRENT SURVEY CONTROL
 FX2047  ___________________________________________________________________
 FX2047* NAD 83(1986)-  36 02 34.     (N)    076 42 23.     (W)     SCALED    
 FX2047* NAVD 88     -         3.178  (meters)      10.43   (feet)  ADJUSTED  
 FX2047  ___________________________________________________________________
 FX2047  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 FX2047  DYNAMIC HT  -           3.175 (meters)      10.42  (feet)  COMP
 FX2047  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 FX2047
 FX2047  VERT ORDER  -  FIRST     CLASS II
 FX2047
 FX2047.The horizontal coordinates were scaled from a topographic map and have
 FX2047.an estimated accuracy of +/- 6 seconds.
 FX2047
 FX2047.The orthometric height was determined by differential leveling
 FX2047.and adjusted in June 1991.
 FX2047
 FX2047.The geoid height was determined by GEOID03.
 FX2047
 FX2047.The dynamic height is computed by dividing the NAVD 88
 FX2047.geopotential number by the normal gravity value computed on the
 FX2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2047.degrees latitude (g = 980.6199 gals.).
 FX2047
 FX2047.The modeled gravity was interpolated from observed gravity values.
 FX2047
 FX2047;                    North         East    Units  Estimated Accuracy
 FX2047;SPC NC       -   256,740.      816,270.      MT  (+/- 180 meters Scaled)
 FX2047
 FX2047                          SUPERSEDED SURVEY CONTROL
 FX2047
 FX2047  NGVD 29 (??/??/92)    3.522  (m)           11.56   (f) ADJ UNCH    1 2
 FX2047
 FX2047.Superseded values are not recommended for survey control.
 FX2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2047.See file dsdata.txt to determine how the superseded data were derived.
 FX2047
 FX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE462900(NAD 83)
 FX2047_MARKER: DB = BENCH MARK DISK
 FX2047_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX2047_SP_SET: IN WHEELGUARD OVER ABUTMENT
 FX2047_STAMPING: BER 13 1974
 FX2047_MARK LOGO: NCGS  
 FX2047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2047
 FX2047  HISTORY     - Date     Condition        Report By
 FX2047  HISTORY     - 1974     MONUMENTED       NCGS
 FX2047  HISTORY     - 1979     GOOD             NCGS
 FX2047  HISTORY     - 1980     GOOD             NCGS
 FX2047  HISTORY     - 1987     GOOD             USPSQD
 FX2047
 FX2047                          STATION DESCRIPTION
 FX2047
 FX2047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2047'5.5 MILES WEST OF EDENTON.
 FX2047'TO REACH STATION FROM INTERSECTION OF US 17 WITH SOUTH BROAD STREET IN
 FX2047'EDENTON, PROCEED WEST ALONG US 17 FOR 6.15 MILES (9.90 KM) TO STATION
 FX2047'ON LEFT IN SW END OF US 17 BRIDGE OVER CHOWAN RIVER, 14.0 FT SE OF C/L
 FX2047'OF US 17, 0.6 FT ENE OF SW END OF BRIDGE SPLASH WALL, 1.0 FT WNW OF SW
 FX2047'BRIDGE RAIL AND 5.6 FT NORTH OF IRON SUPPORT POLE BEARING CHOWAN RIVER
 FX2047'SIGN.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE SPLASH WALL.
 FX2047
 FX2047                          STATION RECOVERY (1979)
 FX2047
 FX2047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2047'4.2 MI NE FROM MERRY HILL.
 FX2047'4.5 MILES EAST ALONG US HIGHWAY 17 FROM THE STATE HIGHWAY 45
 FX2047'CROSSROADS AT MIDWAY, AT THE WEST END OF THE BRIDGE OVER CHOWAN
 FX2047'RIVER, IN THE WEST END OF SOUTH CCONCRETE WHEELGUARD AND FLUSH
 FX2047'IN A DRILL HOLE, 14.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 FX2047'5.6 FEET NORTH OF A METAL--CHOWAN RIVER--SIGN POST, 1.0 FEET WEST
 FX2047'OF SOUTH BRIDGE RAIL AND 0.6 FEET EAST OF WEST END OF BRIDGE.
 FX2047'THE MARK IS 1.0 FT ABOVE CENTERLINE OF HIGHWAY.
 FX2047
 FX2047                          STATION RECOVERY (1980)
 FX2047
 FX2047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2047'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2047'BER 13 IS SET FLUSH IN DRILL HOLE IN THE SOUTH CONCRETE WHEEL GUARD
 FX2047'OF THE WEST END OF THE CHOWAN RIVER BRIDGE, 14.0 FEET SOUTHEAST OF
 FX2047'CENTERLINE OF US 17, 0.6 FEET EAST-NORTHEAST OF SOUTHWEST END OF
 FX2047'SPLASH WALL, 1.0 FEET WEST-NORTHWEST OF SOUTHWEST END OF SOUTHEAST
 FX2047'BRIDGE RAIL AND 5.6 FEET NORTH OF METAL CHOWAN RIVER SIGN POST.
 FX2047
 FX2047                          STATION RECOVERY (1987)
 FX2047
 FX2047'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2048 ***********************************************************************
 FX2048  DESIGNATION -  BER 14
 FX2048  PID         -  FX2048
 FX2048  STATE/COUNTY-  NC/BERTIE
 FX2048  USGS QUAD   -  EDENHOUSE (1982)
 FX2048
 FX2048                         *CURRENT SURVEY CONTROL
 FX2048  ___________________________________________________________________
 FX2048* NAD 83(2001)-  36 02 17.67206(N)    076 44 15.94871(W)     NO CHECK  
 FX2048* NAVD 88     -         8.649  (meters)      28.38   (feet)  ADJUSTED  
 FX2048  ___________________________________________________________________
 FX2048  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FX2048  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FX2048  DYNAMIC HT  -           8.642 (meters)      28.35  (feet)  COMP
 FX2048  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 FX2048
 FX2048  HORZ ORDER  -  SECOND
 FX2048  VERT ORDER  -  FIRST     CLASS II
 FX2048
 FX2048.The horizontal coordinates were established by classical geodetic methods
 FX2048.and adjusted by the National Geodetic Survey in August 2005.
 FX2048.No horizontal observational check was made to the station.
 FX2048
 FX2048.The orthometric height was determined by differential leveling
 FX2048.and adjusted in June 1991.
 FX2048
 FX2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2048
 FX2048.The geoid height was determined by GEOID03.
 FX2048
 FX2048.The dynamic height is computed by dividing the NAVD 88
 FX2048.geopotential number by the normal gravity value computed on the
 FX2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2048.degrees latitude (g = 980.6199 gals.).
 FX2048
 FX2048.The modeled gravity was interpolated from observed gravity values.
 FX2048
 FX2048;                    North         East     Units Scale Factor Converg.
 FX2048;SPC NC       -   256,166.709   813,449.843   MT  0.99996669   +1 18 20.5
 FX2048;SPC NC       -   840,440.28  2,668,793.36   sFT  0.99996669   +1 18 20.5
 FX2048;UTM  18      - 3,989,587.077   343,447.703   MT  0.99990199   -1 01 21.3
 FX2048
 FX2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2048!SPC NC       -   1.00000436  x   0.99996669  =   0.99997105
 FX2048!UTM  18      -   1.00000436  x   0.99990199  =   0.99990635
 FX2048
 FX2048                          SUPERSEDED SURVEY CONTROL
 FX2048
 FX2048  NAD 83(1993)-  36 02 17.68281(N)    076 44 15.96047(W) AD(       ) 2
 FX2048  NAD 83(1986)-  36 02 17.68221(N)    076 44 15.96197(W) AD(       ) 2
 FX2048  NGVD 29 (??/??/92)    8.988  (m)           29.49   (f) ADJ UNCH    1 2
 FX2048
 FX2048.Superseded values are not recommended for survey control.
 FX2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2048.See file dsdata.txt to determine how the superseded data were derived.
 FX2048
 FX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4344889587(NAD 83)
 FX2048_MARKER: DB = BENCH MARK DISK
 FX2048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FX2048_SP_SET: SIGN BASE
 FX2048_STAMPING: BER 14 1974
 FX2048_MARK LOGO: NCGS  
 FX2048_PROJECTION: FLUSH
 FX2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2048+STABILITY: SURFACE MOTION
 FX2048
 FX2048  HISTORY     - Date     Condition        Report By
 FX2048  HISTORY     - 1974     MONUMENTED       NCGS
 FX2048  HISTORY     - 1979     GOOD             NCGS
 FX2048  HISTORY     - 1980     GOOD             NCGS
 FX2048  HISTORY     - 1980     GOOD             NCGS
 FX2048
 FX2048                          STATION DESCRIPTION
 FX2048
 FX2048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2048'7.8 MILES WEST OF EDENTON.
 FX2048'BER 14 IS LOCATED APPROXIMATELY 12.3 MILES (19.8 KM) EAST OF WINDSOR.
 FX2048'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH NC 45, PROCEED
 FX2048'EAST ALONG US 17 FOR 2.75 MILES (4.43 KM) TO SR 1361 (NW) AND SR 1501
 FX2048'(SE) AND STATION IN NE QUADRANT OF INTERSECTION IN CONCRETE BASE OF AN
 FX2048'AMOCO SIGN, 2.7 MILES (4.3 KM) WEST OF CENTER OF BRIDGE OVER CHOWAN
 FX2048'RIVER, 56.6 FT NORTH OF C/L OF US 17, 0.3 FT SW OF NE CORNER OF
 FX2048'CONCRETE BASE, 42.0 FT SSW OF SERVICE POLE WITH LAMP AND ALUMINUM REF.
 FX2048'TAG AND 78.6 FT SE OF SE CORNER OF SERVICE STATION STORE (JEFF WHITE
 FX2048'SERVICE CENTER).  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE SIGN
 FX2048'BASE.
 FX2048
 FX2048                          STATION RECOVERY (1979)
 FX2048
 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2048'2.6 MI NE FROM MERRY HILL.
 FX2048'2.65 MILES EAST ALONG US HIGHWAY 17 FROM THE STATE HIGHWAY 45
 FX2048'CROSSROAD AT MIDWAY, IN THE CONCRETE FOUNDATION OF A AMOCO SIGN
 FX2048'AT A SERVICE STATION IN NORTHEAST QUADRANT OF INTERSECTION WITH
 FX2048'SECONDARY ROUTE 1361 (NORTHWEST) AND SECONDARY ROUTE 1501 (SOUTHEAST),
 FX2048'56.8 FEET NORTH OF CENTERLINE OF HIGHWAY, 3.2 FEET NORTH OF NORTHEAST
 FX2048'CORNER OF A PHONE BOOTH, 41.9 FEET SOUTH OF A POWER POLE WITH
 FX2048'REFERENCE TAG AND 78.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FX2048'STORE.
 FX2048'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2048
 FX2048                          STATION RECOVERY (1980)
 FX2048
 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2048'STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF MERRY HILL
 FX2048'AND 7.8 MILES WEST-SOUTHWEST OF EDENTON.
 FX2048'
 FX2048'TO REACH STATION FROM THE SOUTHWEST END OF THE US 17 BRIDGE OVER THE
 FX2048'CHOWAN RIVER, PROCEED WESTERLY ALONG US 17 FOR 1.85 MILES TO THE
 FX2048'INTERSECTION WITH SR 1361 AND SR 1501, AND STATION IN THE NORTHEAST
 FX2048'QUADRANT IN CONCRETE BASE OF AN--AMOCO--SIGN.
 FX2048'
 FX2048'STATION MARK IS A STANDARD DISK STAMPED---BER 14 1974---SET FLUSH IN
 FX2048'DRILL HOLE.  MARK IS 56.6 FEET NORTH OF THE CENTERLINE OF US 17, 0.3
 FX2048'FEET SOUTHWEST OF NORTHEAST CORNER OF SIGN BASE, 42.0 FEET SOUTH
 FX2048'SOUTHWEST OF SERVICE POLE WITH LAMP AND REFERENCE TAG AND 78.6 FEET
 FX2048'SOUTHEAST OF SOUTHEAST CORNER OF SERVICE STATION.
 FX2048
 FX2048                          STATION RECOVERY (1980)
 FX2048
 FX2048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2048'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2048'2.5 MILES NORTHEAST OF MERRY HILL AND 7.8 MILES WEST-SOUTHWEST OF
 FX2048'EDENTON.
 FX2048'1.85 MILES WESTERLY ALONG US 17 FROM THE SOUTHWEST END OF THE US 17
 FX2048'BRIDGE OVER THE CHOWAN RIVER, IN THE NORTHEAST QUADRANT IN CONCRETE
 FX2048'BASE OF AN AMOCO SIGN, 56.6 FEET NORTH OF CENTERLINE OF US 17, 0.3
 FX2048'FEET SOUTHWEST OF NORTHEAST CORNER OF SIGN BASE, 42.0 FEET SOUTH
 FX2048'SOUTHWEST OF SERVICE POLE WITH LAMP AND REFERENCE TAG AND 78.6 FEET
 FX2048'SOUTHEAST OF SOUTHEAST CORNER OF SERVICE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2049 ***********************************************************************
 FX2049  DESIGNATION -  BER 15
 FX2049  PID         -  FX2049
 FX2049  STATE/COUNTY-  NC/BERTIE
 FX2049  USGS QUAD   -  MERRY HILL (1982)
 FX2049
 FX2049                         *CURRENT SURVEY CONTROL
 FX2049  ___________________________________________________________________
 FX2049* NAD 83(1986)-  36 02 55.     (N)    076 45 14.     (W)     SCALED    
 FX2049* NAVD 88     -        12.281  (meters)      40.29   (feet)  ADJUSTED  
 FX2049  ___________________________________________________________________
 FX2049  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 FX2049  DYNAMIC HT  -          12.271 (meters)      40.26  (feet)  COMP
 FX2049  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 FX2049
 FX2049  VERT ORDER  -  SECOND    CLASS II
 FX2049
 FX2049.The horizontal coordinates were scaled from a topographic map and have
 FX2049.an estimated accuracy of +/- 6 seconds.
 FX2049
 FX2049.The orthometric height was determined by differential leveling
 FX2049.and adjusted in June 1991.
 FX2049
 FX2049.The geoid height was determined by GEOID03.
 FX2049
 FX2049.The dynamic height is computed by dividing the NAVD 88
 FX2049.geopotential number by the normal gravity value computed on the
 FX2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2049.degrees latitude (g = 980.6199 gals.).
 FX2049
 FX2049.The modeled gravity was interpolated from observed gravity values.
 FX2049
 FX2049;                    North         East    Units  Estimated Accuracy
 FX2049;SPC NC       -   257,280.      811,970.      MT  (+/- 180 meters Scaled)
 FX2049
 FX2049                          SUPERSEDED SURVEY CONTROL
 FX2049
 FX2049  NGVD 29 (??/??/92)   12.617  (m)           41.39   (f) ADJ UNCH    2 2
 FX2049
 FX2049.Superseded values are not recommended for survey control.
 FX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2049.See file dsdata.txt to determine how the superseded data were derived.
 FX2049
 FX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE420907(NAD 83)
 FX2049_MARKER: DB = BENCH MARK DISK
 FX2049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2049_SP_SET: GAS PUMP ISLAND
 FX2049_STAMPING: BER 15 1974
 FX2049_MARK LOGO: NCGS  
 FX2049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2049
 FX2049  HISTORY     - Date     Condition        Report By
 FX2049  HISTORY     - 1974     MONUMENTED       NCGS
 FX2049
 FX2049                          STATION DESCRIPTION
 FX2049
 FX2049'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2049'8.5 MILES WEST OF EDENTON.
 FX2049'BER 15 IS LOCATED APPROXIMATELY 11.7 MILES (18.8 KM) ENE OF WINDSOR.
 FX2049'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED EAST
 FX2049'ALONG US 17 FOR 2.75 MILES (4.43 KM) TO SR 1361 (NW), THENCE NW ALONG
 FX2049'SR 1361 FOR 1.1 MILES (1.8 KM) TO SR 1358 AND STATION IN NORTH
 FX2049'QUADRANT OF INTERSECTION IN ABANDONED GAS PUMP FOUNDATION, 91.0 FT NE
 FX2049'OF C/L SR 1361, 84.8 FT NORTH OF C/L SR 1358 AT END OF ISLAND, 0.6 FT
 FX2049'WEST OF EAST END OF PUMP BASE, 20.5 FT SW OF SE CORNER OF OLD SERVICE
 FX2049'STATION BUILDING AND 112.5 FT SE OF PP WITH ALUMINUM REF TAG.  DISK IS
 FX2049'SET FLUSH IN DRILL HOLE IN CONCRETE GAS PUMP ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2050 ***********************************************************************
 FX2050  DESIGNATION -  BER 16
 FX2050  PID         -  FX2050
 FX2050  STATE/COUNTY-  NC/BERTIE
 FX2050  USGS QUAD   -  MERRY HILL (1982)
 FX2050
 FX2050                         *CURRENT SURVEY CONTROL
 FX2050  ___________________________________________________________________
 FX2050* NAD 83(1986)-  36 03 35.     (N)    076 46 27.     (W)     SCALED    
 FX2050* NAVD 88     -         3.143  (meters)      10.31   (feet)  ADJUSTED  
 FX2050  ___________________________________________________________________
 FX2050  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FX2050  DYNAMIC HT  -           3.141 (meters)      10.31  (feet)  COMP
 FX2050  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 FX2050
 FX2050  VERT ORDER  -  SECOND    CLASS II
 FX2050
 FX2050.The horizontal coordinates were scaled from a topographic map and have
 FX2050.an estimated accuracy of +/- 6 seconds.
 FX2050
 FX2050.The orthometric height was determined by differential leveling
 FX2050.and adjusted in June 1991.
 FX2050
 FX2050.The geoid height was determined by GEOID03.
 FX2050
 FX2050.The dynamic height is computed by dividing the NAVD 88
 FX2050.geopotential number by the normal gravity value computed on the
 FX2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2050.degrees latitude (g = 980.6199 gals.).
 FX2050
 FX2050.The modeled gravity was interpolated from observed gravity values.
 FX2050
 FX2050;                    North         East    Units  Estimated Accuracy
 FX2050;SPC NC       -   258,480.      810,120.      MT  (+/- 180 meters Scaled)
 FX2050
 FX2050                          SUPERSEDED SURVEY CONTROL
 FX2050
 FX2050  NGVD 29 (??/??/92)    3.476  (m)           11.40   (f) ADJ UNCH    2 2
 FX2050
 FX2050.Superseded values are not recommended for survey control.
 FX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2050.See file dsdata.txt to determine how the superseded data were derived.
 FX2050
 FX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE402920(NAD 83)
 FX2050_MARKER: DB = BENCH MARK DISK
 FX2050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2050_SP_SET: CURBING
 FX2050_STAMPING: BER 16 1974
 FX2050_MARK LOGO: NCGS  
 FX2050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2050
 FX2050  HISTORY     - Date     Condition        Report By
 FX2050  HISTORY     - 1974     MONUMENTED       NCGS
 FX2050
 FX2050                          STATION DESCRIPTION
 FX2050
 FX2050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2050'9.5 MILES WEST OF EDENTON.
 FX2050'BER 16 IS LOCATED APPROXIMATELY 10.9 MILES (17.5 KM) ENE OF WINDSOR.
 FX2050'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2050'ALONG NC 45 FOR 2.15 MILES (3.46 KM) TO SR 1361 (EAST), THENCE EAST
 FX2050'ALONG SR 1361 FOR 0.7 MILE (1.1 KM) TO BRIDGE OVER EASTERNMOST SWAMP
 FX2050'AND STATION AT SW CORNER OF BRIDGE IN CONCRETE CURBING AND
 FX2050'12.1 FT SSW OF C/L 1361, 0.4 FT ESE OF WESTERNMOST END OF CONCRETE
 FX2050'CURBING, 68.0 FT SE OF PP 20 WITH ALUMINUM REF. TAG FOR UNDERGROUND
 FX2050'CABLE CROSSING OF CREEK.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2050'CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2051 ***********************************************************************
 FX2051  DESIGNATION -  BER 17
 FX2051  PID         -  FX2051
 FX2051  STATE/COUNTY-  NC/BERTIE
 FX2051  USGS QUAD   -  MERRY HILL (1982)
 FX2051
 FX2051                         *CURRENT SURVEY CONTROL
 FX2051  ___________________________________________________________________
 FX2051* NAD 83(1986)-  36 03 37.     (N)    076 47 12.     (W)     SCALED    
 FX2051* NAVD 88     -         4.537  (meters)      14.89   (feet)  ADJUSTED  
 FX2051  ___________________________________________________________________
 FX2051  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2051  DYNAMIC HT  -           4.534 (meters)      14.88  (feet)  COMP
 FX2051  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 FX2051
 FX2051  VERT ORDER  -  SECOND    CLASS II
 FX2051
 FX2051.The horizontal coordinates were scaled from a topographic map and have
 FX2051.an estimated accuracy of +/- 6 seconds.
 FX2051
 FX2051.The orthometric height was determined by differential leveling
 FX2051.and adjusted in June 1991.
 FX2051
 FX2051.The geoid height was determined by GEOID03.
 FX2051
 FX2051.The dynamic height is computed by dividing the NAVD 88
 FX2051.geopotential number by the normal gravity value computed on the
 FX2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2051.degrees latitude (g = 980.6199 gals.).
 FX2051
 FX2051.The modeled gravity was interpolated from observed gravity values.
 FX2051
 FX2051;                    North         East    Units  Estimated Accuracy
 FX2051;SPC NC       -   258,510.      808,990.      MT  (+/- 180 meters Scaled)
 FX2051
 FX2051                          SUPERSEDED SURVEY CONTROL
 FX2051
 FX2051  NGVD 29 (??/??/92)    4.868  (m)           15.97   (f) ADJ UNCH    2 2
 FX2051
 FX2051.Superseded values are not recommended for survey control.
 FX2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2051.See file dsdata.txt to determine how the superseded data were derived.
 FX2051
 FX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE390921(NAD 83)
 FX2051_MARKER: DB = BENCH MARK DISK
 FX2051_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FX2051_SP_SET: BRIDGE WINGWALL
 FX2051_STAMPING: BER 17 1974
 FX2051_MARK LOGO: NCGS  
 FX2051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2051
 FX2051  HISTORY     - Date     Condition        Report By
 FX2051  HISTORY     - 1974     MONUMENTED       NCGS
 FX2051
 FX2051                          STATION DESCRIPTION
 FX2051
 FX2051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2051'9.9 MILES SOUTH OF COLERAIN.
 FX2051'BER 17 IS LOCATED APPROXIMATELY 10.2 MILES (16.4 KM) ENE OF WINDSOR.
 FX2051'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2051'ALONG NC 45, PROCEED NORTH ALONG NC 45 FOR 1.95 MILES (3.14 KM) TO
 FX2051'BRIDGE OVER CRICKET SWAMP AND STATION IN NW END OF THE NE BRIDGE
 FX2051'ABUTMENT, 16.7 FT NW OF C/L NC 45, 1.0 FT NW OF NW EDGE OF BRIDGE RAIL
 FX2051'AND 2.7 FT SE OF NW END OF WINGWALL.  DISK IS SET FLUSH IN DRILL HOLE
 FX2051'IN CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2055 ***********************************************************************
 FX2055  DESIGNATION -  BER 18
 FX2055  PID         -  FX2055
 FX2055  STATE/COUNTY-  NC/BERTIE
 FX2055  USGS QUAD   -  MERRY HILL (1982)
 FX2055
 FX2055                         *CURRENT SURVEY CONTROL
 FX2055  ___________________________________________________________________
 FX2055* NAD 83(2001)-  36 02 36.31916(N)    076 47 09.21157(W)     NO CHECK  
 FX2055* NAVD 88     -         9.716  (meters)      31.88   (feet)  ADJUSTED  
 FX2055  ___________________________________________________________________
 FX2055  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 FX2055  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FX2055  DYNAMIC HT  -           9.707 (meters)      31.85  (feet)  COMP
 FX2055  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 FX2055
 FX2055  HORZ ORDER  -  SECOND
 FX2055  VERT ORDER  -  SECOND    CLASS II
 FX2055
 FX2055.The horizontal coordinates were established by classical geodetic methods
 FX2055.and adjusted by the National Geodetic Survey in August 2005.
 FX2055.No horizontal observational check was made to the station.
 FX2055
 FX2055.The orthometric height was determined by differential leveling
 FX2055.and adjusted in June 1991.
 FX2055
 FX2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2055
 FX2055.The geoid height was determined by GEOID03.
 FX2055
 FX2055.The dynamic height is computed by dividing the NAVD 88
 FX2055.geopotential number by the normal gravity value computed on the
 FX2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2055.degrees latitude (g = 980.6199 gals.).
 FX2055
 FX2055.The modeled gravity was interpolated from observed gravity values.
 FX2055
 FX2055;                    North         East     Units Scale Factor Converg.
 FX2055;SPC NC       -   256,643.511   809,100.919   MT  0.99996793   +1 16 40.5
 FX2055;SPC NC       -   842,004.59  2,654,525.27   sFT  0.99996793   +1 16 40.5
 FX2055;UTM  18      - 3,990,240.149   339,121.989   MT  0.99991891   -1 03 03.7
 FX2055
 FX2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2055!SPC NC       -   1.00000418  x   0.99996793  =   0.99997211
 FX2055!UTM  18      -   1.00000418  x   0.99991891  =   0.99992309
 FX2055
 FX2055                          SUPERSEDED SURVEY CONTROL
 FX2055
 FX2055  NAD 83(1993)-  36 02 36.32924(N)    076 47 09.22297(W) AD(       ) 2
 FX2055  NAD 83(1986)-  36 02 36.32966(N)    076 47 09.22435(W) AD(       ) 2
 FX2055  NGVD 29 (??/??/92)   10.048  (m)           32.97   (f) ADJ UNCH    2 2
 FX2055
 FX2055.Superseded values are not recommended for survey control.
 FX2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2055.See file dsdata.txt to determine how the superseded data were derived.
 FX2055
 FX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3912290240(NAD 83)
 FX2055_MARKER: DB = BENCH MARK DISK
 FX2055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2055_SP_SET: CULVERT HEADWALL
 FX2055_STAMPING: BER 18 1974
 FX2055_MARK LOGO: NCGS  
 FX2055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2055+STABILITY: SURFACE MOTION
 FX2055
 FX2055  HISTORY     - Date     Condition        Report By
 FX2055  HISTORY     - 1974     MONUMENTED       NCGS
 FX2055
 FX2055                          STATION DESCRIPTION
 FX2055
 FX2055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2055'9.9 MILES ENE OF WINDSOR
 FX2055'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2055'ALONG NC 45 FOR 0.65 MILE (1.05 KM) TO STATION ON RIGHT IN EAST
 FX2055'CONCRETE HEADWALL FOR CULVERT UNDER HIGHWAY, 16.4 FT EAST OF C/L NC
 FX2055'45, 0.6 FT NORTH OF SOUTH END OF HEADWALL, 39.8 FT SOUTH OF SOUTH END
 FX2055'OF CULVERT UNDER DIRT DRIVE TO YELLOW FRAME HOUSE, 55.0 FT SW OF TP 15
 FX2055'WITH ALUMINUM REF. TAG, AND 64.3 FT NNW OF 24-INCH PINE WITH ALUMINUM
 FX2055'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2056 ***********************************************************************
 FX2056  DESIGNATION -  BER 19
 FX2056  PID         -  FX2056
 FX2056  STATE/COUNTY-  NC/BERTIE
 FX2056  USGS QUAD   -  MERRY HILL (1982)
 FX2056
 FX2056                         *CURRENT SURVEY CONTROL
 FX2056  ___________________________________________________________________
 FX2056* NAD 83(1986)-  36 01 56.     (N)    076 47 33.     (W)     SCALED    
 FX2056* NAVD 88     -        10.479  (meters)      34.38   (feet)  ADJUSTED  
 FX2056  ___________________________________________________________________
 FX2056  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 FX2056  DYNAMIC HT  -          10.470 (meters)      34.35  (feet)  COMP
 FX2056  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 FX2056
 FX2056  VERT ORDER  -  SECOND    CLASS II
 FX2056
 FX2056.The horizontal coordinates were scaled from a topographic map and have
 FX2056.an estimated accuracy of +/- 6 seconds.
 FX2056
 FX2056.The orthometric height was determined by differential leveling
 FX2056.and adjusted in June 1991.
 FX2056
 FX2056.The geoid height was determined by GEOID03.
 FX2056
 FX2056.The dynamic height is computed by dividing the NAVD 88
 FX2056.geopotential number by the normal gravity value computed on the
 FX2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2056.degrees latitude (g = 980.6199 gals.).
 FX2056
 FX2056.The modeled gravity was interpolated from observed gravity values.
 FX2056
 FX2056;                    North         East    Units  Estimated Accuracy
 FX2056;SPC NC       -   255,390.      808,530.      MT  (+/- 180 meters Scaled)
 FX2056
 FX2056                          SUPERSEDED SURVEY CONTROL
 FX2056
 FX2056  NGVD 29 (??/??/92)   10.809  (m)           35.46   (f) ADJ UNCH    2 2
 FX2056
 FX2056.Superseded values are not recommended for survey control.
 FX2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2056.See file dsdata.txt to determine how the superseded data were derived.
 FX2056
 FX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE385890(NAD 83)
 FX2056_MARKER: DB = BENCH MARK DISK
 FX2056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2056_SP_SET: CULVERT HEADWALL
 FX2056_STAMPING: BER 19 1974
 FX2056_MARK LOGO: NCGS  
 FX2056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2056+STABILITY: SURFACE MOTION
 FX2056
 FX2056  HISTORY     - Date     Condition        Report By
 FX2056  HISTORY     - 1974     MONUMENTED       NCGS
 FX2056
 FX2056                          STATION DESCRIPTION
 FX2056
 FX2056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2056'9.5 MILES EAST OF WINDSOR
 FX2056'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45 PROCEED WEST
 FX2056'ALONG US 17 FOR 0.3 MILE (0.5 KM) TO STATION ON RIGHT IN NORTH
 FX2056'CONCRETE HEADWALL FOR CULVERT UNDER HIGHWAY, 27.7 FT NORTH OF C/L US
 FX2056'17, 33.5 FT WEST OF C/L DRIVE TO FCX STORE, 82.0 FT EAST OF C/L DRIVE
 FX2056'TO WHITE FRAME HOUSE, 1.0 FT WEST OF EAST END OF HEADWALL AND 10.0 FT
 FX2056'SOUTH OF 26-INCH PINE WITH ALUMINUM REF.  TAG.  DISK IS SET FLUSH IN
 FX2056'DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2081 ***********************************************************************
 FX2081  DESIGNATION -  BER 2
 FX2081  PID         -  FX2081
 FX2081  STATE/COUNTY-  NC/BERTIE
 FX2081  USGS QUAD   -  COLERAIN (1982)
 FX2081
 FX2081                         *CURRENT SURVEY CONTROL
 FX2081  ___________________________________________________________________
 FX2081* NAD 83(1986)-  36 13 00.     (N)    076 46 16.     (W)     SCALED    
 FX2081* NAVD 88     -        16.601  (meters)      54.47   (feet)  ADJUSTED  
 FX2081  ___________________________________________________________________
 FX2081  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 FX2081  DYNAMIC HT  -          16.587 (meters)      54.42  (feet)  COMP
 FX2081  MODELED GRAV-     979,825.8   (mgal)                       NAVD 88
 FX2081
 FX2081  VERT ORDER  -  SECOND    CLASS II
 FX2081
 FX2081.The horizontal coordinates were scaled from a topographic map and have
 FX2081.an estimated accuracy of +/- 6 seconds.
 FX2081
 FX2081.The orthometric height was determined by differential leveling
 FX2081.and adjusted in June 1991.
 FX2081
 FX2081.The geoid height was determined by GEOID03.
 FX2081
 FX2081.The dynamic height is computed by dividing the NAVD 88
 FX2081.geopotential number by the normal gravity value computed on the
 FX2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2081.degrees latitude (g = 980.6199 gals.).
 FX2081
 FX2081.The modeled gravity was interpolated from observed gravity values.
 FX2081
 FX2081;                    North         East    Units  Estimated Accuracy
 FX2081;SPC NC       -   275,890.      810,000.      MT  (+/- 180 meters Scaled)
 FX2081
 FX2081                          SUPERSEDED SURVEY CONTROL
 FX2081
 FX2081  NGVD 29 (??/??/92)   16.935  (m)           55.56   (f) ADJ UNCH    2 2
 FX2081
 FX2081.Superseded values are not recommended for survey control.
 FX2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2081.See file dsdata.txt to determine how the superseded data were derived.
 FX2081
 FX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF408094(NAD 83)
 FX2081_MARKER: DB = BENCH MARK DISK
 FX2081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2081_SP_SET: CULVERT HEADWALL
 FX2081_STAMPING: BER 2 1974
 FX2081_MARK LOGO: NCGS  
 FX2081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2081+STABILITY: SURFACE MOTION
 FX2081
 FX2081  HISTORY     - Date     Condition        Report By
 FX2081  HISTORY     - 1974     MONUMENTED       NCGS
 FX2081
 FX2081                          STATION DESCRIPTION
 FX2081
 FX2081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2081'1.0 MILE NORTH OF COLERAIN.
 FX2081'TO REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2081'PROCEED NORTH ALONG NC 45 FOR 1.05 MILES (1.69 KM) TO STATION ON LEFT
 FX2081'IN WEST HEADWALL OF CULVERT UNDER HIGHWAY, 2.05 MILES (3.30 KM) SOUTH
 FX2081'OF THE BERTIE-HERTFORD COUNTY LINE, 18.4 FT WEST OF C/L OF NC 45, 35.7
 FX2081'FT WEST OF NCHC SIGN POST WITH ALUMINUM REF. TAG, 138.7 FT SSW OF PP
 FX2081'5546 WITH ALUMINUM REF. TAG AND 0.9 FT SOUTH OF NORTH END OF WEST
 FX2081'HEADWALL.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2057 ***********************************************************************
 FX2057  DESIGNATION -  BER 20
 FX2057  PID         -  FX2057
 FX2057  STATE/COUNTY-  NC/BERTIE
 FX2057  USGS QUAD   -  MERRY HILL (1982)
 FX2057
 FX2057                         *CURRENT SURVEY CONTROL
 FX2057  ___________________________________________________________________
 FX2057* NAD 83(1986)-  36 01 43.     (N)    076 48 16.     (W)     SCALED    
 FX2057* NAVD 88     -         5.225  (meters)      17.14   (feet)  ADJUSTED  
 FX2057  ___________________________________________________________________
 FX2057  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2057  DYNAMIC HT  -           5.220 (meters)      17.13  (feet)  COMP
 FX2057  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 FX2057
 FX2057  VERT ORDER  -  SECOND    CLASS II
 FX2057
 FX2057.The horizontal coordinates were scaled from a topographic map and have
 FX2057.an estimated accuracy of +/- 6 seconds.
 FX2057
 FX2057.The orthometric height was determined by differential leveling
 FX2057.and adjusted in June 1991.
 FX2057
 FX2057.The geoid height was determined by GEOID03.
 FX2057
 FX2057.The dynamic height is computed by dividing the NAVD 88
 FX2057.geopotential number by the normal gravity value computed on the
 FX2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2057.degrees latitude (g = 980.6199 gals.).
 FX2057
 FX2057.The modeled gravity was interpolated from observed gravity values.
 FX2057
 FX2057;                    North         East    Units  Estimated Accuracy
 FX2057;SPC NC       -   254,960.      807,470.      MT  (+/- 180 meters Scaled)
 FX2057
 FX2057                          SUPERSEDED SURVEY CONTROL
 FX2057
 FX2057  NGVD 29 (??/??/92)    5.553  (m)           18.22   (f) ADJ UNCH    2 2
 FX2057
 FX2057.Superseded values are not recommended for survey control.
 FX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2057.See file dsdata.txt to determine how the superseded data were derived.
 FX2057
 FX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE374886(NAD 83)
 FX2057_MARKER: DB = BENCH MARK DISK
 FX2057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2057_SP_SET: CULVERT HEADWALL
 FX2057_STAMPING: BER 20 1974
 FX2057_MARK LOGO: NCGS  
 FX2057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2057+STABILITY: SURFACE MOTION
 FX2057
 FX2057  HISTORY     - Date     Condition        Report By
 FX2057  HISTORY     - 1974     MONUMENTED       NCGS
 FX2057  HISTORY     - 1987     GOOD             USPSQD
 FX2057
 FX2057                          STATION DESCRIPTION
 FX2057
 FX2057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2057'8.7 MILES EAST OF WINDSOR
 FX2057'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED WEST
 FX2057'ALONG US 17 FOR 1.05 MILES (1.69 KM) TO STATION ON RIGHT IN NORTH
 FX2057'CONCRETE HEADWALL FOR CULVERT UNDER HIGHWAY, 0.7 MILE (1.1 KM) EAST OF
 FX2057'INTERSECTION WITH SR 1502 (SE), 25.2 FT NORTH OF C/L US 17, 1.0 FT
 FX2057'EAST OF WEST END OF HEADWALL, 32.3 FT ESE OF 30-INCH OAK WITH
 FX2057'ALUMINUM REF. TAG, AND 184.6 FT WEST OF SW CORNER OF FENCE AROUND
 FX2057'SMALL ELECTRIC SUBSTATION.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2057'CONCRETE HEADWALL.
 FX2057
 FX2057                          STATION RECOVERY (1987)
 FX2057
 FX2057'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2501 ***********************************************************************
 FX2501  DESIGNATION -  BER 21
 FX2501  PID         -  FX2501
 FX2501  STATE/COUNTY-  NC/BERTIE
 FX2501  USGS QUAD   -  NORFLEET (1962)
 FX2501
 FX2501                         *CURRENT SURVEY CONTROL
 FX2501  ___________________________________________________________________
 FX2501* NAD 83(1986)-  36 13 07.     (N)    077 15 18.     (W)     SCALED    
 FX2501* NAVD 88     -        15.378  (meters)      50.45   (feet)  ADJUSTED  
 FX2501  ___________________________________________________________________
 FX2501  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 FX2501  DYNAMIC HT  -          15.366 (meters)      50.41  (feet)  COMP
 FX2501  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 FX2501
 FX2501  VERT ORDER  -  SECOND    CLASS II
 FX2501
 FX2501.The horizontal coordinates were scaled from a topographic map and have
 FX2501.an estimated accuracy of +/- 6 seconds.
 FX2501
 FX2501.The orthometric height was determined by differential leveling
 FX2501.and adjusted in June 1991.
 FX2501
 FX2501.The geoid height was determined by GEOID03.
 FX2501
 FX2501.The dynamic height is computed by dividing the NAVD 88
 FX2501.geopotential number by the normal gravity value computed on the
 FX2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2501.degrees latitude (g = 980.6199 gals.).
 FX2501
 FX2501.The modeled gravity was interpolated from observed gravity values.
 FX2501
 FX2501;                    North         East    Units  Estimated Accuracy
 FX2501;SPC NC       -   275,240.      766,500.      MT  (+/- 180 meters Scaled)
 FX2501
 FX2501                          SUPERSEDED SURVEY CONTROL
 FX2501
 FX2501  NGVD 29 (??/??/92)   15.733  (m)           51.62   (f) ADJ UNCH    2 2
 FX2501
 FX2501.Superseded values are not recommended for survey control.
 FX2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2501.See file dsdata.txt to determine how the superseded data were derived.
 FX2501
 FX2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF973105(NAD 83)
 FX2501_MARKER: DD = SURVEY DISK
 FX2501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2501_SP_SET: CULVERT
 FX2501_STAMPING: BER-22 1975
 FX2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2501
 FX2501  HISTORY     - Date     Condition        Report By
 FX2501  HISTORY     - 1975     MONUMENTED       NCGS
 FX2501
 FX2501                          STATION DESCRIPTION
 FX2501
 FX2501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2501'1.1 MI NNW FROM ROXOBEL.
 FX2501'TO REACH STATION FROM INTERSECTION OF NC 903 WITH CHURCH STREET IN
 FX2501'CENTER OF ROXOBEL, PROCEED NW ALONG NC 903 FOR 1.1 MILES TO STATION ON
 FX2501'LEFT, IN SW HEADWALL OF CULVERT UNDER HIGHWAY, AT THE BERTIE -
 FX2501'NORTHAMPTON COUNTY LINE, AND APPROXIMATELY 500 FEET NW OF SANDY BRANCH
 FX2501'BAPTIST CHURCH.  15.2 FT. WSW OF C/L OF NC 308, 1.1 FT. NNW OF SE END
 FX2501'OF HEADWALL, 30.3 FT. SE OF COUNTY LINE SIGN POST ON NW SIDE OF
 FX2501'HIGHWAY, AND 42.8 FT. SSW OF COUNTY LINE SIGN POST ON NE SIDE OF
 FX2501'HIGHWAY.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2502 ***********************************************************************
 FX2502  DESIGNATION -  BER 22
 FX2502  PID         -  FX2502
 FX2502  STATE/COUNTY-  NC/BERTIE
 FX2502  USGS QUAD   -  KELFORD (1973)
 FX2502
 FX2502                         *CURRENT SURVEY CONTROL
 FX2502  ___________________________________________________________________
 FX2502* NAD 83(1986)-  36 12 13.     (N)    077 14 34.     (W)     SCALED    
 FX2502* NAVD 88     -        28.844  (meters)      94.63   (feet)  ADJUSTED  
 FX2502  ___________________________________________________________________
 FX2502  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 FX2502  DYNAMIC HT  -          28.821 (meters)      94.56  (feet)  COMP
 FX2502  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 FX2502
 FX2502  VERT ORDER  -  SECOND    CLASS II
 FX2502
 FX2502.The horizontal coordinates were scaled from a topographic map and have
 FX2502.an estimated accuracy of +/- 6 seconds.
 FX2502
 FX2502.The orthometric height was determined by differential leveling
 FX2502.and adjusted in June 1991.
 FX2502
 FX2502.The geoid height was determined by GEOID03.
 FX2502
 FX2502.The dynamic height is computed by dividing the NAVD 88
 FX2502.geopotential number by the normal gravity value computed on the
 FX2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2502.degrees latitude (g = 980.6199 gals.).
 FX2502
 FX2502.The modeled gravity was interpolated from observed gravity values.
 FX2502
 FX2502;                    North         East    Units  Estimated Accuracy
 FX2502;SPC NC       -   273,590.      767,620.      MT  (+/- 180 meters Scaled)
 FX2502
 FX2502                          SUPERSEDED SURVEY CONTROL
 FX2502
 FX2502  NGVD 29 (??/??/92)   29.199  (m)           95.80   (f) ADJ UNCH    2 2
 FX2502
 FX2502.Superseded values are not recommended for survey control.
 FX2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2502.See file dsdata.txt to determine how the superseded data were derived.
 FX2502
 FX2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF983088(NAD 83)
 FX2502_MARKER: DD = SURVEY DISK
 FX2502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2502_SP_SET: CONCRETE BASE
 FX2502_STAMPING: BER-22 1975
 FX2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2502
 FX2502  HISTORY     - Date     Condition        Report By
 FX2502  HISTORY     - 1975     MONUMENTED       NCGS
 FX2502
 FX2502                          STATION DESCRIPTION
 FX2502
 FX2502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2502'IN ROXOBEL.
 FX2502'STATION IS LOCATED ALONG EAST CHURCH STREET AT THE MUNICIPAL WATER
 FX2502'TANK, IN SOUTHERNMOST CORNER OF CONCRETE BASE OF SOUTHEASTERNMOST LEG.
 FX2502'77.3 FT. NORTH OF C/L OF CHURCH STREET (SR 1208), 22.4 FT. ESE OF
 FX2502'CENTER OF SOUTH SIDE OF MIDDLE LEG (STANDPIPE), 47.7 FT. SW OF SW
 FX2502'CORNER OF PUMP HOUSE, AND 66.0 FT. NE OF SW CORNER OF FENCE POST. DISK
 FX2502'IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2503 ***********************************************************************
 FX2503  DESIGNATION -  BER 23
 FX2503  PID         -  FX2503
 FX2503  STATE/COUNTY-  NC/BERTIE
 FX2503  USGS QUAD   -  KELFORD (1973)
 FX2503
 FX2503                         *CURRENT SURVEY CONTROL
 FX2503  ___________________________________________________________________
 FX2503* NAD 83(1986)-  36 11 31.     (N)    077 14 13.     (W)     SCALED    
 FX2503* NAVD 88     -        28.594  (meters)      93.81   (feet)  ADJUSTED  
 FX2503  ___________________________________________________________________
 FX2503  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 FX2503  DYNAMIC HT  -          28.571 (meters)      93.74  (feet)  COMP
 FX2503  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 FX2503
 FX2503  VERT ORDER  -  SECOND    CLASS II
 FX2503
 FX2503.The horizontal coordinates were scaled from a topographic map and have
 FX2503.an estimated accuracy of +/- 6 seconds.
 FX2503
 FX2503.The orthometric height was determined by differential leveling
 FX2503.and adjusted in June 1991.
 FX2503
 FX2503.The geoid height was determined by GEOID03.
 FX2503
 FX2503.The dynamic height is computed by dividing the NAVD 88
 FX2503.geopotential number by the normal gravity value computed on the
 FX2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2503.degrees latitude (g = 980.6199 gals.).
 FX2503
 FX2503.The modeled gravity was interpolated from observed gravity values.
 FX2503
 FX2503;                    North         East    Units  Estimated Accuracy
 FX2503;SPC NC       -   272,310.      768,170.      MT  (+/- 180 meters Scaled)
 FX2503
 FX2503                          SUPERSEDED SURVEY CONTROL
 FX2503
 FX2503  NGVD 29 (??/??/92)   28.950  (m)           94.98   (f) ADJ UNCH    2 2
 FX2503
 FX2503.Superseded values are not recommended for survey control.
 FX2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2503.See file dsdata.txt to determine how the superseded data were derived.
 FX2503
 FX2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF988075(NAD 83)
 FX2503_MARKER: DD = SURVEY DISK
 FX2503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2503_SP_SET: CONCRETE LANDING
 FX2503_STAMPING: BER-23 1975
 FX2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2503
 FX2503  HISTORY     - Date     Condition        Report By
 FX2503  HISTORY     - 1975     MONUMENTED       NCGS
 FX2503
 FX2503                          STATION DESCRIPTION
 FX2503
 FX2503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2503'IN ROXOBEL.
 FX2503'STATION IS AT ELEMENTARY SCHOOL ON NC 308, APPROXIMATELY 0.9 MILE SE
 FX2503'OF MAIN CROSSROADS IN ROXOBEL, IN TOP STEP LANDING AT FRONT ENTRANCE
 FX2503'TO SCHOOL.  128.8 FT. NE OF C/L OF NC 308, 0.5 FT. NW OF SE EDGE OF
 FX2503'LANDING, 0.6 FT. SW OF SE WALL OF SCHOOL, AND 6.8 FT. SE OF CENTER OF
 FX2503'TOP STEP AT FRONT ENTRANCE DOOR TO SCHOOL.  DISK IS SET FLUSH IN DRILL
 FX2503'HOLE WITH CONCRETE LANDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2504 ***********************************************************************
 FX2504  DESIGNATION -  BER 24
 FX2504  PID         -  FX2504
 FX2504  STATE/COUNTY-  NC/BERTIE
 FX2504  USGS QUAD   -  KELFORD (1973)
 FX2504
 FX2504                         *CURRENT SURVEY CONTROL
 FX2504  ___________________________________________________________________
 FX2504* NAD 83(1986)-  36 10 51.     (N)    077 13 29.     (W)     SCALED    
 FX2504* NAVD 88     -        28.328  (meters)      92.94   (feet)  ADJUSTED  
 FX2504  ___________________________________________________________________
 FX2504  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 FX2504  DYNAMIC HT  -          28.305 (meters)      92.86  (feet)  COMP
 FX2504  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 FX2504
 FX2504  VERT ORDER  -  SECOND    CLASS II
 FX2504
 FX2504.The horizontal coordinates were scaled from a topographic map and have
 FX2504.an estimated accuracy of +/- 6 seconds.
 FX2504
 FX2504.The orthometric height was determined by differential leveling
 FX2504.and adjusted in June 1991.
 FX2504
 FX2504.The geoid height was determined by GEOID03.
 FX2504
 FX2504.The dynamic height is computed by dividing the NAVD 88
 FX2504.geopotential number by the normal gravity value computed on the
 FX2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2504.degrees latitude (g = 980.6199 gals.).
 FX2504
 FX2504.The modeled gravity was interpolated from observed gravity values.
 FX2504
 FX2504;                    North         East    Units  Estimated Accuracy
 FX2504;SPC NC       -   271,090.      769,290.      MT  (+/- 180 meters Scaled)
 FX2504
 FX2504                          SUPERSEDED SURVEY CONTROL
 FX2504
 FX2504  NGVD 29 (??/??/92)   28.685  (m)           94.11   (f) ADJ UNCH    2 2
 FX2504
 FX2504.Superseded values are not recommended for survey control.
 FX2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2504.See file dsdata.txt to determine how the superseded data were derived.
 FX2504
 FX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF999062(NAD 83)
 FX2504_MARKER: DD = SURVEY DISK
 FX2504_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FX2504+WITH SETTING: PAVEMENT
 FX2504_SP_SET: BASE
 FX2504_STAMPING: BER-24 1975
 FX2504_MARK LOGO: NCGS  
 FX2504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2504+STABILITY: SURFACE MOTION
 FX2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2504+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1993
 FX2504
 FX2504  HISTORY     - Date     Condition        Report By
 FX2504  HISTORY     - 1975     MONUMENTED       NCGS
 FX2504  HISTORY     - 19930922 GOOD             NCGS
 FX2504
 FX2504                          STATION DESCRIPTION
 FX2504
 FX2504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2504'IN KELFORD.
 FX2504'STATION IS LOCATED IN SE QUADRANT OF INTERSECTION OF NC 308 WITH
 FX2504'SEABOARD COAST LINE RAILROAD TRACKS, IN CONCRETE BASE OF RAILROAD
 FX2504'CROSSING SIGNAL.  17.7 FT. ENE OF C/L OF NC 308, 21.3 FT. NW OF TP NO.
 FX2504'173 WITH ALUMINUM REF. TAG, 25.2 FT. SSE OF EASTERNMOST RAIL OF
 FX2504'TRACKS, AND 20.6 FT. WSW OF NW CORNER OF RAILROAD SIGNAL BOX CONCRETE
 FX2504'BASE AT KELFORD DEPOT.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2504'BASE.
 FX2504
 FX2504                          STATION RECOVERY (1993)
 FX2504
 FX2504'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FX2504'RECOVERED IN SEPTEMBER 1993 IN GOOD CONDITION. STATION IS LOCATED IN
 FX2504'KELFORD.  RAILS HAVE BEEN REMOVED TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2529 ***********************************************************************
 FX2529  DESIGNATION -  BER 26
 FX2529  PID         -  FX2529
 FX2529  STATE/COUNTY-  NC/BERTIE
 FX2529  USGS QUAD   -  KELFORD (1973)
 FX2529
 FX2529                         *CURRENT SURVEY CONTROL
 FX2529  ___________________________________________________________________
 FX2529* NAD 83(2001)-  36 08 48.89566(N)    077 12 43.58831(W)     ADJUSTED  
 FX2529* NAVD 88     -        25.665  (meters)      84.20   (feet)  ADJUSTED  
 FX2529  ___________________________________________________________________
 FX2529  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FX2529  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 FX2529  DYNAMIC HT  -          25.645 (meters)      84.14  (feet)  COMP
 FX2529  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 FX2529
 FX2529  HORZ ORDER  -  SECOND
 FX2529  VERT ORDER  -  SECOND    CLASS II
 FX2529
 FX2529.The horizontal coordinates were established by classical geodetic methods
 FX2529.and adjusted by the National Geodetic Survey in August 2005.
 FX2529
 FX2529.The orthometric height was determined by differential leveling
 FX2529.and adjusted in June 1991.
 FX2529
 FX2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2529
 FX2529.The geoid height was determined by GEOID03.
 FX2529
 FX2529.The dynamic height is computed by dividing the NAVD 88
 FX2529.geopotential number by the normal gravity value computed on the
 FX2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2529.degrees latitude (g = 980.6199 gals.).
 FX2529
 FX2529.The modeled gravity was interpolated from observed gravity values.
 FX2529
 FX2529;                    North         East     Units Scale Factor Converg.
 FX2529;SPC NC       -   267,351.027   770,495.064   MT  0.99999455   +1 01 54.9
 FX2529;SPC NC       -   877,134.16  2,527,865.89   sFT  0.99999455   +1 01 54.9
 FX2529;UTM  18      - 4,002,510.540   300,983.256   MT  1.00008805   -1 18 18.9
 FX2529
 FX2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2529!SPC NC       -   1.00000149  x   0.99999455  =   0.99999604
 FX2529!UTM  18      -   1.00000149  x   1.00008805  =   1.00008954
 FX2529
 FX2529                          SUPERSEDED SURVEY CONTROL
 FX2529
 FX2529  NAD 83(1986)-  36 08 48.90332(N)    077 12 43.60017(W) AD(       ) 2
 FX2529  NAVD 88 (03/10/00)   25.66   (m)           84.2    (f) LEVELING    3  
 FX2529  NGVD 29 (??/??/92)   26.019  (m)           85.36   (f) ADJ UNCH    2 2
 FX2529
 FX2529.Superseded values are not recommended for survey control.
 FX2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2529.See file dsdata.txt to determine how the superseded data were derived.
 FX2529
 FX2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0098302511(NAD 83)
 FX2529_MARKER: DD = SURVEY DISK
 FX2529_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2529_SP_SET: GAS ISLAND
 FX2529_STAMPING: BER-26 1975
 FX2529_MARK LOGO: NCGS  
 FX2529_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2529+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1993
 FX2529
 FX2529  HISTORY     - Date     Condition        Report By
 FX2529  HISTORY     - 1975     MONUMENTED       NCGS
 FX2529  HISTORY     - 19930802 GOOD             NCGS
 FX2529
 FX2529                          STATION DESCRIPTION
 FX2529
 FX2529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2529'2.4 MI S FROM KELFORD.
 FX2529'TO REACH STATION FROM INTERSECTION OF NC 308 WITH NC 11 IN EAST
 FX2529'SECTION OF LEWISTON, PROCEED NORTHWESTERLY ALONG NC 308 FOR 3.2 MILES
 FX2529'TO STATION ON LEFT, IN CONCRETE GAS PUMP ISLAND AT PEELES GROCERY AND
 FX2529'SERVICE STATION, AND 0.25 MILE NORTH OF INTERSECTION WITH SR 1134
 FX2529'WEST, 47.2 FT. WEST OF C/L OF NC 308, 0.6 FT. SOUTH OF NORTHERNMOST
 FX2529'END OF GAS ISLAND, 24.7 FT. ENE OF CENTER OF MAIN ENTRANCE TO PEELES
 FX2529'GROCERY AND SERVICE STATION, AND 34.6 FT. SSE OF PP NO.XA-18 WITH
 FX2529'TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2529'CONCRETE GAS ISLAND.
 FX2529
 FX2529                          STATION RECOVERY (1993)
 FX2529
 FX2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2529'RECOVERED IN AUGUST 1993 IN GOOD CONDITION. STATION IS LOCATED ABOUT
 FX2529'2.45 MI (3.94 KM) SOUTH OF KELFORD.  THE GROCERY AND SERVICE STATION
 FX2529'IS NOW A LOUNGE AND GAS PUMPS HAVE BEEN REMOVED. FOUND DESTROYED BY
 FX2529'NCGS 09-21-1999. GAS PUMP ISLAND HAS BEEN COMPLETELY REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2532 ***********************************************************************
 FX2532  DESIGNATION -  BER 28
 FX2532  PID         -  FX2532
 FX2532  STATE/COUNTY-  NC/BERTIE
 FX2532  USGS QUAD   -  WOODVILLE (1972)
 FX2532
 FX2532                         *CURRENT SURVEY CONTROL
 FX2532  ___________________________________________________________________
 FX2532* NAD 83(1986)-  36 06 59.     (N)    077 10 56.     (W)     SCALED    
 FX2532* NAVD 88     -        23.529  (meters)      77.19   (feet)  ADJUSTED  
 FX2532  ___________________________________________________________________
 FX2532  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 FX2532  DYNAMIC HT  -          23.510 (meters)      77.13  (feet)  COMP
 FX2532  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 FX2532
 FX2532  VERT ORDER  -  SECOND    CLASS II
 FX2532
 FX2532.The horizontal coordinates were scaled from a topographic map and have
 FX2532.an estimated accuracy of +/- 6 seconds.
 FX2532
 FX2532.The orthometric height was determined by differential leveling
 FX2532.and adjusted in June 1991.
 FX2532
 FX2532.The geoid height was determined by GEOID03.
 FX2532
 FX2532.The dynamic height is computed by dividing the NAVD 88
 FX2532.geopotential number by the normal gravity value computed on the
 FX2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2532.degrees latitude (g = 980.6199 gals.).
 FX2532
 FX2532.The modeled gravity was interpolated from observed gravity values.
 FX2532
 FX2532;                    North         East    Units  Estimated Accuracy
 FX2532;SPC NC       -   264,010.      773,250.      MT  (+/- 180 meters Scaled)
 FX2532
 FX2532                          SUPERSEDED SURVEY CONTROL
 FX2532
 FX2532  NGVD 29 (??/??/92)   23.879  (m)           78.34   (f) ADJ UNCH    2 2
 FX2532
 FX2532.Superseded values are not recommended for survey control.
 FX2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2532.See file dsdata.txt to determine how the superseded data were derived.
 FX2532
 FX2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE035990(NAD 83)
 FX2532_MARKER: DD = SURVEY DISK
 FX2532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2532_SP_SET: CONCRETE ISLAND
 FX2532_STAMPING: BER-28 1975
 FX2532_MARK LOGO: NCGS  
 FX2532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2532
 FX2532  HISTORY     - Date     Condition        Report By
 FX2532  HISTORY     - 1975     MONUMENTED       NCGS
 FX2532  HISTORY     - 1980     GOOD             NCGS
 FX2532  HISTORY     - 19950505 MARK NOT FOUND   USPSQD
 FX2532
 FX2532                          STATION DESCRIPTION
 FX2532
 FX2532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2532'IN WOODVILLE.
 FX2532'BER-28 IS LOCATED APPROXIMATELY 0.6 MILE SW OF LEWISTON.  STATION IS
 FX2532'IN CONCRETE GAS PUMP ISLAND, IN FRONT OF WOODVILLE SUPPLY COMPANY,
 FX2532'WEST OF INTERSECTION OF SR 1145 AND SEABOARD COAST LINE RAILROAD
 FX2532'TRACKS.  63.9 FT. WNW OF C/L OF SR 1145, 25.0 FT. NORTH OF CENTER OF
 FX2532'FRONT ENTRANCE TO WOODVILLE SUPPLY COMPANY, 55.5 FT. WSW OF THE GRADE
 FX2532'CROSSING, AND 71.4 FT. SSE OF POWER SERVICE POLE NO.P-144 WITH
 FX2532'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 FX2532'ISLAND.
 FX2532
 FX2532                          STATION RECOVERY (1980)
 FX2532
 FX2532'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2532'RECOVERED IN GOOD CONDITION.
 FX2532
 FX2532                          STATION RECOVERY (1995)
 FX2532
 FX2532'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2534 ***********************************************************************
 FX2534  DESIGNATION -  BER 29
 FX2534  PID         -  FX2534
 FX2534  STATE/COUNTY-  NC/BERTIE
 FX2534  USGS QUAD   -  WOODVILLE (1972)
 FX2534
 FX2534                         *CURRENT SURVEY CONTROL
 FX2534  ___________________________________________________________________
 FX2534* NAD 83(2001)-  36 06 09.78215(N)    077 10 59.84421(W)     NO CHECK  
 FX2534* NAVD 88     -        22.273  (meters)      73.07   (feet)  ADJUSTED  
 FX2534  ___________________________________________________________________
 FX2534  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 FX2534  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 FX2534  DYNAMIC HT  -          22.255 (meters)      73.01  (feet)  COMP
 FX2534  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 FX2534
 FX2534  HORZ ORDER  -  SECOND
 FX2534  VERT ORDER  -  SECOND    CLASS II
 FX2534
 FX2534.The horizontal coordinates were established by classical geodetic methods
 FX2534.and adjusted by the National Geodetic Survey in August 2005.
 FX2534.No horizontal observational check was made to the station.
 FX2534
 FX2534.The orthometric height was determined by differential leveling
 FX2534.and adjusted in June 1991.
 FX2534
 FX2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2534
 FX2534.The geoid height was determined by GEOID03.
 FX2534
 FX2534.The dynamic height is computed by dividing the NAVD 88
 FX2534.geopotential number by the normal gravity value computed on the
 FX2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2534.degrees latitude (g = 980.6199 gals.).
 FX2534
 FX2534.The modeled gravity was interpolated from observed gravity values.
 FX2534
 FX2534;                    North         East     Units Scale Factor Converg.
 FX2534;SPC NC       -   262,494.697   773,177.860   MT  0.99998278   +1 02 54.8
 FX2534;SPC NC       -   861,201.35  2,536,667.70   sFT  0.99998278   +1 02 54.8
 FX2534;UTM  18      - 3,997,548.420   303,466.087   MT  1.00007595   -1 17 12.8
 FX2534
 FX2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2534!SPC NC       -   1.00000203  x   0.99998278  =   0.99998481
 FX2534!UTM  18      -   1.00000203  x   1.00007595  =   1.00007799
 FX2534
 FX2534                          SUPERSEDED SURVEY CONTROL
 FX2534
 FX2534  NAD 83(1993)-  36 06 09.79023(N)    077 10 59.85196(W) AD(       ) 2
 FX2534  NAD 83(1986)-  36 06 09.79280(N)    077 10 59.85748(W) AD(       ) 2
 FX2534  NGVD 29 (??/??/92)   22.621  (m)           74.22   (f) ADJ UNCH    2 2
 FX2534
 FX2534.Superseded values are not recommended for survey control.
 FX2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2534.See file dsdata.txt to determine how the superseded data were derived.
 FX2534
 FX2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0346697548(NAD 83)
 FX2534_MARKER: DD = SURVEY DISK
 FX2534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2534_SP_SET: R/W MAKER
 FX2534_STAMPING: BER-29 1975
 FX2534_MARK LOGO: NCGS  
 FX2534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2534
 FX2534  HISTORY     - Date     Condition        Report By
 FX2534  HISTORY     - 1975     MONUMENTED       NCGS
 FX2534  HISTORY     - 1980     GOOD             NCGS
 FX2534  HISTORY     - 19950505 GOOD             USPSQD
 FX2534
 FX2534                          STATION DESCRIPTION
 FX2534
 FX2534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2534'1.5 MI S FROM LEWISTON.
 FX2534'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2534'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 1.45 MILES TO
 FX2534'STATION ON LEFT IN TOP OF A NCHC R/W MARKER APPROXIMATELY 125 FEET SW
 FX2534'OF THE GRACE EPISCOPAL CHURCH AND AT THE SW CORNER OF THE GRAVEYARD,
 FX2534'0.1 MILE SOUTH OF T INTERSECTION WITH SR 1120 EAST.  126.3 FT. ESE OF
 FX2534'C/L OF NC 11, 61.4 FT. NORTH OF C/L OF DIRT DRIVEWAY EAST, 1.2 FT.
 FX2534'EAST OF EASTERNMOST CORNER OF FENCE POST (6 IN. DIAMETER) WITH
 FX2534'ALUMINUM REF. TAG, 5.9 FT. WEST OF EASTERNMOST 8X8 FENCE BRACE POST
 FX2534'WITH ALUMINUM REF. TAG, AND 6.3 FT. SSE OF 43 IN. ELM.  DISK IS SET
 FX2534'FLUSH  IN TOP OF CONCRETE R/W MARKER PROJECTING 6 INCHES.
 FX2534
 FX2534                          STATION RECOVERY (1980)
 FX2534
 FX2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2534'RECOVERED IN GOOD CONDITION.
 FX2534
 FX2534                          STATION RECOVERY (1995)
 FX2534
 FX2534'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2082 ***********************************************************************
 FX2082  DESIGNATION -  BER 3
 FX2082  PID         -  FX2082
 FX2082  STATE/COUNTY-  NC/BERTIE
 FX2082  USGS QUAD   -  COLERAIN (1982)
 FX2082
 FX2082                         *CURRENT SURVEY CONTROL
 FX2082  ___________________________________________________________________
 FX2082* NAD 83(1986)-  36 12 02.     (N)    076 46 08.     (W)     SCALED    
 FX2082* NAVD 88     -        18.572  (meters)      60.93   (feet)  ADJUSTED  
 FX2082  ___________________________________________________________________
 FX2082  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 FX2082  DYNAMIC HT  -          18.557 (meters)      60.88  (feet)  COMP
 FX2082  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 FX2082
 FX2082  VERT ORDER  -  SECOND    CLASS II
 FX2082
 FX2082.The horizontal coordinates were scaled from a topographic map and have
 FX2082.an estimated accuracy of +/- 6 seconds.
 FX2082
 FX2082.The orthometric height was determined by differential leveling
 FX2082.and adjusted in June 1991.
 FX2082
 FX2082.The geoid height was determined by GEOID03.
 FX2082
 FX2082.The dynamic height is computed by dividing the NAVD 88
 FX2082.geopotential number by the normal gravity value computed on the
 FX2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2082.degrees latitude (g = 980.6199 gals.).
 FX2082
 FX2082.The modeled gravity was interpolated from observed gravity values.
 FX2082
 FX2082;                    North         East    Units  Estimated Accuracy
 FX2082;SPC NC       -   274,110.      810,240.      MT  (+/- 180 meters Scaled)
 FX2082
 FX2082                          SUPERSEDED SURVEY CONTROL
 FX2082
 FX2082  NGVD 29 (??/??/92)   18.905  (m)           62.02   (f) ADJ UNCH    2 2
 FX2082
 FX2082.Superseded values are not recommended for survey control.
 FX2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2082.See file dsdata.txt to determine how the superseded data were derived.
 FX2082
 FX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF409076(NAD 83)
 FX2082_MARKER: DB = BENCH MARK DISK
 FX2082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2082_SP_SET: LOADING DOCK
 FX2082_STAMPING: BER 3 1974
 FX2082_MARK LOGO: NCGS  
 FX2082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2082
 FX2082  HISTORY     - Date     Condition        Report By
 FX2082  HISTORY     - 1974     MONUMENTED       NCGS
 FX2082
 FX2082                          STATION DESCRIPTION
 FX2082
 FX2082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2082'IN COLERAIN.
 FX2082'STATION IS LOCATED AT THE REAR OF THE POST OFFICE ON NC 350, ONE BLOCK
 FX2082'WEST OF THE MAIN INTERSECTION, IN THE NW CORNER OF THE CONCRETE
 FX2082'LOADING DOCK, 8.6 FT EAST OF SW CORNER OF BUILIDING, 2.3 FT WEST OF
 FX2082'WEST METAL DOOR JAM OF SWINGING DOOR ENTRANCE AND 40.0 FT NE OF
 FX2082'12-INCH ASH WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE
 FX2082'IN CONCRETE DOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2535 ***********************************************************************
 FX2535  DESIGNATION -  BER 30
 FX2535  PID         -  FX2535
 FX2535  STATE/COUNTY-  NC/BERTIE
 FX2535  USGS QUAD   -  WOODVILLE (1972)
 FX2535
 FX2535                         *CURRENT SURVEY CONTROL
 FX2535  ___________________________________________________________________
 FX2535* NAD 83(2001)-  36 05 53.43385(N)    077 11 13.55882(W)     NO CHECK  
 FX2535* NAVD 88     -        19.268  (meters)      63.22   (feet)  ADJUSTED  
 FX2535  ___________________________________________________________________
 FX2535  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FX2535  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 FX2535  DYNAMIC HT  -          19.252 (meters)      63.16  (feet)  COMP
 FX2535  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 FX2535
 FX2535  HORZ ORDER  -  SECOND
 FX2535  VERT ORDER  -  SECOND    CLASS II
 FX2535
 FX2535.The horizontal coordinates were established by classical geodetic methods
 FX2535.and adjusted by the National Geodetic Survey in August 2005.
 FX2535.No horizontal observational check was made to the station.
 FX2535
 FX2535.The orthometric height was determined by differential leveling
 FX2535.and adjusted in June 1991.
 FX2535
 FX2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2535
 FX2535.The geoid height was determined by GEOID03.
 FX2535
 FX2535.The dynamic height is computed by dividing the NAVD 88
 FX2535.geopotential number by the normal gravity value computed on the
 FX2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2535.degrees latitude (g = 980.6199 gals.).
 FX2535
 FX2535.The modeled gravity was interpolated from observed gravity values.
 FX2535
 FX2535;                    North         East     Units Scale Factor Converg.
 FX2535;SPC NC       -   261,984.624   772,844.082   MT  0.99998160   +1 02 46.9
 FX2535;SPC NC       -   859,527.89  2,535,572.63   sFT  0.99998160   +1 02 46.9
 FX2535;UTM  18      - 3,997,052.325   303,111.767   MT  1.00007767   -1 17 20.4
 FX2535
 FX2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2535!SPC NC       -   1.00000251  x   0.99998160  =   0.99998411
 FX2535!UTM  18      -   1.00000251  x   1.00007767  =   1.00008018
 FX2535
 FX2535                          SUPERSEDED SURVEY CONTROL
 FX2535
 FX2535  NAD 83(1993)-  36 05 53.44226(N)    077 11 13.56693(W) AD(       ) 2
 FX2535  NAD 83(1986)-  36 05 53.44466(N)    077 11 13.57228(W) AD(       ) 2
 FX2535  NGVD 29 (??/??/92)   19.614  (m)           64.35   (f) ADJ UNCH    2 2
 FX2535
 FX2535.Superseded values are not recommended for survey control.
 FX2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2535.See file dsdata.txt to determine how the superseded data were derived.
 FX2535
 FX2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0311297052(NAD 83)
 FX2535_MARKER: DD = SURVEY DISK
 FX2535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2535_SP_SET: R/W MARKER
 FX2535_STAMPING: BER-30 1975
 FX2535_MARK LOGO: NCGS  
 FX2535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2535
 FX2535  HISTORY     - Date     Condition        Report By
 FX2535  HISTORY     - 1975     MONUMENTED       NCGS
 FX2535  HISTORY     - 1980     GOOD             NCGS
 FX2535  HISTORY     - 19950505 GOOD             USPSQD
 FX2535
 FX2535                          STATION DESCRIPTION
 FX2535
 FX2535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2535'1.9 MI SSW FROM LEWISTON.
 FX2535'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2535'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 1.85 MILES TO T
 FX2535'INTERSECTION WITH SR 1128 WEST AND STATION ON LEFT, IN THE TOP OF A
 FX2535'R/W MARKER, APPROXIMATELY 135 FEET SSE OF THE INTERSECTION AND
 FX2535'APPROXIMATELY 175 FEET WEST OF THE ROANOKE ELECTRIC CORPORATION
 FX2535'WOODVILLE SUBSTATION.  124.7 FT. SE OF C/L OF NC 11, 13.7 FT. NE OF
 FX2535'C/L OF DIRT ROAD SE TO ROANOKE ELECTRIC CORPORATION WOODVILLE
 FX2535'SUBSTATION, 1.1 FT. SOUTH OF CORNER OF RIGHT-OF-WAY FENCE POST WITH
 FX2535'ALUMINUM REF. TAG, AND 19.9 FT. WEST OF PP NO. MK 86 WITH ALUMINUM
 FX2535'REF. TAG.  DISK IS SET FLUSH IN TOP OF CONCRETE R/W MARKER PROJECTING
 FX2535'8 INCHES.
 FX2535
 FX2535                          STATION RECOVERY (1980)
 FX2535
 FX2535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2535'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2535'THE MARK IS 1 FT BELOW HIGHWAY.
 FX2535
 FX2535                          STATION RECOVERY (1995)
 FX2535
 FX2535'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2536 ***********************************************************************
 FX2536  DESIGNATION -  BER 30 A
 FX2536  PID         -  FX2536
 FX2536  STATE/COUNTY-  NC/BERTIE
 FX2536  USGS QUAD   -  WOODVILLE (1972)
 FX2536
 FX2536                         *CURRENT SURVEY CONTROL
 FX2536  ___________________________________________________________________
 FX2536* NAD 83(1986)-  36 05 25.     (N)    077 12 48.     (W)     SCALED    
 FX2536* NAVD 88     -         8.793  (meters)      28.85   (feet)  ADJUSTED  
 FX2536  ___________________________________________________________________
 FX2536  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 FX2536  DYNAMIC HT  -           8.786 (meters)      28.83  (feet)  COMP
 FX2536  MODELED GRAV-     979,827.1   (mgal)                       NAVD 88
 FX2536
 FX2536  VERT ORDER  -  SECOND    CLASS II
 FX2536
 FX2536.The horizontal coordinates were scaled from a topographic map and have
 FX2536.an estimated accuracy of +/- 6 seconds.
 FX2536
 FX2536.The orthometric height was determined by differential leveling
 FX2536.and adjusted in June 1991.
 FX2536
 FX2536.The geoid height was determined by GEOID03.
 FX2536
 FX2536.The dynamic height is computed by dividing the NAVD 88
 FX2536.geopotential number by the normal gravity value computed on the
 FX2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2536.degrees latitude (g = 980.6199 gals.).
 FX2536
 FX2536.The modeled gravity was interpolated from observed gravity values.
 FX2536
 FX2536;                    North         East    Units  Estimated Accuracy
 FX2536;SPC NC       -   261,070.      770,500.      MT  (+/- 180 meters Scaled)
 FX2536
 FX2536                          SUPERSEDED SURVEY CONTROL
 FX2536
 FX2536  NGVD 29 (??/??/92)    9.139  (m)           29.98   (f) ADJ UNCH    2 2
 FX2536
 FX2536.Superseded values are not recommended for survey control.
 FX2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2536.See file dsdata.txt to determine how the superseded data were derived.
 FX2536
 FX2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE007962(NAD 83)
 FX2536_MARKER: DD = SURVEY DISK
 FX2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2536_STAMPING: BER-30 A 1975
 FX2536_MARK LOGO: NCGS  
 FX2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2536+STABILITY: SURFACE MOTION
 FX2536
 FX2536  HISTORY     - Date     Condition        Report By
 FX2536  HISTORY     - 1975     MONUMENTED       NCGS
 FX2536  HISTORY     - 19950505 MARK NOT FOUND   USPSQD
 FX2536
 FX2536                          STATION DESCRIPTION
 FX2536
 FX2536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2536'3.1 MI SW FROM LEWISTON.
 FX2536'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN LEWISTON,
 FX2536'PROCEED SOUTH ALONG NC 11 FOR 1.85 MILES TO SR 1128 WEST, THENCE WEST
 FX2536'ALONG SR 1128 FOR 1.7  MILES TO SR 1129 SOUTH, AND STATION ON LEFT IN
 FX2536'SW QUADRANT OF T INTERSECTION.  115.4 FT. SOUTH OF C/L OF SR 1128,
 FX2536'39.1 FT. WEST OF C/L OF SR 1129, 9.6 FT. SSE OF 20 IN. PINE WITH
 FX2536'ALUMINUM REF. TAG, 21.0 FT. NNE OF 6 IN. OAK WITH ALUMINUM REF. TAG,
 FX2536'AND 17.0 FT. NNW OF 4 IN. GUM WITH ALUMINUM REF. TAG.  DISK IS SET IN
 FX2536'TOP OF CONCRETE PRECAST MONUMENT, PROJECTING 5 INCHES ABOVE THE
 FX2536'SURFACE OF THE GROUND.
 FX2536
 FX2536                          STATION RECOVERY (1995)
 FX2536
 FX2536'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2537 ***********************************************************************
 FX2537  DESIGNATION -  BER 31
 FX2537  PID         -  FX2537
 FX2537  STATE/COUNTY-  NC/BERTIE
 FX2537  USGS QUAD   -  WOODVILLE (1972)
 FX2537
 FX2537                         *CURRENT SURVEY CONTROL
 FX2537  ___________________________________________________________________
 FX2537* NAD 83(2001)-  36 04 49.63973(N)    077 11 31.04437(W)     ADJUSTED  
 FX2537* NAVD 88     -        15.550  (meters)      51.02   (feet)  ADJUSTED  
 FX2537  ___________________________________________________________________
 FX2537  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FX2537  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 FX2537  DYNAMIC HT  -          15.538 (meters)      50.98  (feet)  COMP
 FX2537  MODELED GRAV-     979,828.1   (mgal)                       NAVD 88
 FX2537
 FX2537  HORZ ORDER  -  SECOND
 FX2537  VERT ORDER  -  SECOND    CLASS II
 FX2537
 FX2537.The horizontal coordinates were established by classical geodetic methods
 FX2537.and adjusted by the National Geodetic Survey in August 2005.
 FX2537
 FX2537.The orthometric height was determined by differential leveling
 FX2537.and adjusted in June 1991.
 FX2537
 FX2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2537
 FX2537.The geoid height was determined by GEOID03.
 FX2537
 FX2537.The dynamic height is computed by dividing the NAVD 88
 FX2537.geopotential number by the normal gravity value computed on the
 FX2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2537.degrees latitude (g = 980.6199 gals.).
 FX2537
 FX2537.The modeled gravity was interpolated from observed gravity values.
 FX2537
 FX2537;                    North         East     Units Scale Factor Converg.
 FX2537;SPC NC       -   260,010.726   772,442.582   MT  0.99997708   +1 02 36.8
 FX2537;SPC NC       -   853,051.86  2,534,255.37   sFT  0.99997708   +1 02 36.8
 FX2537;UTM  18      - 3,995,096.230   302,630.129   MT  1.00008001   -1 17 28.7
 FX2537
 FX2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2537!SPC NC       -   1.00000309  x   0.99997708  =   0.99998017
 FX2537!UTM  18      -   1.00000309  x   1.00008001  =   1.00008310
 FX2537
 FX2537                          SUPERSEDED SURVEY CONTROL
 FX2537
 FX2537  NAD 83(1993)-  36 04 49.64829(N)    077 11 31.05381(W) AD(       ) 2
 FX2537  NAD 83(1986)-  36 04 49.65033(N)    077 11 31.05820(W) AD(       ) 2
 FX2537  NGVD 29 (??/??/92)   15.893  (m)           52.14   (f) ADJ UNCH    2 2
 FX2537
 FX2537.Superseded values are not recommended for survey control.
 FX2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2537.See file dsdata.txt to determine how the superseded data were derived.
 FX2537
 FX2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0263095096(NAD 83)
 FX2537_MARKER: DD = SURVEY DISK
 FX2537_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2537_SP_SET: TRAFFIC ISLAND
 FX2537_STAMPING: BER-31 1975
 FX2537_MARK LOGO: NCGS  
 FX2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2537
 FX2537  HISTORY     - Date     Condition        Report By
 FX2537  HISTORY     - 1975     MONUMENTED       NCGS
 FX2537  HISTORY     - 1980     GOOD             NCGS
 FX2537  HISTORY     - 1980     GOOD             NCGS
 FX2537  HISTORY     - 19930921 GOOD             NCGS
 FX2537  HISTORY     - 19950505 GOOD             USPSQD
 FX2537
 FX2537                          STATION DESCRIPTION
 FX2537
 FX2537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2537'3.1 MI SSW FROM LEWISTON.
 FX2537'TO REACH STATION FROM INTERSECTION OF NC 11 WITH 308 IN EAST SECTION
 FX2537'OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.15 MILES TO T
 FX2537'INTERSECTION WITH SR 1108 EAST AND STATION ON LEFT, IN CONCRETE
 FX2537'TRAFFIC ISLAND ON SR 1108.  50.4 FT. ESE OF C/L OF NC 11, 4.6 FT. SSE
 FX2537'OF NORTH EDGE OF ISLAND, 4.7 FT. NNE OF SOUTH EDGE OF ISLAND, AND 47.3
 FX2537'FT. WNW OF EASTERNMOST DIVIDED ROAD SIGN WITH ALUMINUM REF. TAG. DISK
 FX2537'IS SET FLUSH IN DRILL HOLE IN CONCRETE ISLAND.
 FX2537
 FX2537                          STATION RECOVERY (1980)
 FX2537
 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2537'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH-SOUTHWEST OF
 FX2537'LEWISTON.
 FX2537'
 FX2537'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN
 FX2537'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 3.15 MILES TO A
 FX2537'STATION ON THE LEFT IN THE CONCRETE TRAFFIC ISLAND OF SR 1108.
 FX2537'
 FX2537'STATION MARK IS A STANDARD DISK STAMPED---BER 31 1975---, SET IN THE
 FX2537'DRILLED HOLE IN THE CONCRETE.  THE MARK IS 50.3 FEET SOUTHEAST OF THE
 FX2537'CENTERLINE OF NC 11-42, 19.2 FEET SOUTHEAST OF A--STOP--SIGN WITH A
 FX2537'REFERENCE TAG AND 47.1 FEET NORTHWEST OF A DIRECTION SIGN WITH
 FX2537'REFERENCE TAG.
 FX2537
 FX2537                          STATION RECOVERY (1980)
 FX2537
 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2537'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2537'THE MARK IS 1 FT ABOVE HIGHWAY.
 FX2537
 FX2537                          STATION RECOVERY (1993)
 FX2537
 FX2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 FX2537'RECOVERED AS DESCRIBED.
 FX2537
 FX2537                          STATION RECOVERY (1995)
 FX2537
 FX2537'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2538 ***********************************************************************
 FX2538  DESIGNATION -  BER 32
 FX2538  PID         -  FX2538
 FX2538  STATE/COUNTY-  NC/BERTIE
 FX2538  USGS QUAD   -  WOODVILLE (1972)
 FX2538
 FX2538                         *CURRENT SURVEY CONTROL
 FX2538  ___________________________________________________________________
 FX2538* NAD 83(2001)-  36 03 37.08714(N)    077 12 07.50508(W)     NO CHECK  
 FX2538* NAVD 88     -         8.404  (meters)      27.57   (feet)  ADJUSTED  
 FX2538  ___________________________________________________________________
 FX2538  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FX2538  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 FX2538  DYNAMIC HT  -           8.397 (meters)      27.55  (feet)  COMP
 FX2538  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 FX2538
 FX2538  HORZ ORDER  -  SECOND
 FX2538  VERT ORDER  -  SECOND    CLASS II
 FX2538
 FX2538.The horizontal coordinates were established by classical geodetic methods
 FX2538.and adjusted by the National Geodetic Survey in August 2005.
 FX2538.No horizontal observational check was made to the station.
 FX2538
 FX2538.The orthometric height was determined by differential leveling
 FX2538.and adjusted in June 1991.
 FX2538
 FX2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2538
 FX2538.The geoid height was determined by GEOID03.
 FX2538
 FX2538.The dynamic height is computed by dividing the NAVD 88
 FX2538.geopotential number by the normal gravity value computed on the
 FX2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2538.degrees latitude (g = 980.6199 gals.).
 FX2538
 FX2538.The modeled gravity was interpolated from observed gravity values.
 FX2538
 FX2538;                    North         East     Units Scale Factor Converg.
 FX2538;SPC NC       -   257,758.344   771,571.005   MT  0.99997205   +1 02 15.7
 FX2538;SPC NC       -   845,662.17  2,531,395.87   sFT  0.99997205   +1 02 15.7
 FX2538;UTM  18      - 3,992,880.983   301,667.420   MT  1.00008471   -1 17 47.9
 FX2538
 FX2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2538!SPC NC       -   1.00000422  x   0.99997205  =   0.99997627
 FX2538!UTM  18      -   1.00000422  x   1.00008471  =   1.00008893
 FX2538
 FX2538                          SUPERSEDED SURVEY CONTROL
 FX2538
 FX2538  NAD 83(1993)-  36 03 37.09605(N)    077 12 07.51556(W) AD(       ) 2
 FX2538  NAD 83(1986)-  36 03 37.09753(N)    077 12 07.51872(W) AD(       ) 2
 FX2538  NGVD 29 (??/??/92)    8.746  (m)           28.69   (f) ADJ UNCH    2 2
 FX2538
 FX2538.Superseded values are not recommended for survey control.
 FX2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2538.See file dsdata.txt to determine how the superseded data were derived.
 FX2538
 FX2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0166792881(NAD 83)
 FX2538_MARKER: DD = SURVEY DISK
 FX2538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2538_SP_SET: CULVERT
 FX2538_STAMPING: BER-32 1975
 FX2538_MARK LOGO: NCGS  
 FX2538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2538
 FX2538  HISTORY     - Date     Condition        Report By
 FX2538  HISTORY     - 1975     MONUMENTED       NCGS
 FX2538  HISTORY     - 1980     GOOD             NCGS
 FX2538  HISTORY     - 1982     GOOD             NCDNR
 FX2538  HISTORY     - 19950505 POOR             USPSQD
 FX2538
 FX2538                          STATION DESCRIPTION
 FX2538
 FX2538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2538'4.5 MI SSW FROM LEWISTON.
 FX2538'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2538'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 4.65 MILES TO
 FX2538'STATION ON RIGHT, IN WEST HEADWALL OF SMALL CULVERT UNDER HIGHWAY, AND
 FX2538'0.15 MILE SSW OF INTERSECTION WITH SR 1126.  34.4 FT. WNW OF C/L OF NC
 FX2538'11, 0.7 FT. NORTH OF SOUTH END OF HEADWALL, 7.2 FT. SOUTH OF NORTH END
 FX2538'OF HEADWALL, AND 41.1 FT. NE OF 4 IN. WATER HICKORY (IN A CLUSTER OF
 FX2538'5) WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2538'CONCRETE HEADWALL.
 FX2538
 FX2538                          STATION RECOVERY (1980)
 FX2538
 FX2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2538'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2538'THE MARK IS 1 FT BELOW HIGHWAY.
 FX2538
 FX2538                          STATION RECOVERY (1982)
 FX2538
 FX2538'RECOVERY NOTE BY NC DEPT OF NAT RES 1982
 FX2538'RECOVERED IN GOOD CONDITION.
 FX2538
 FX2538                          STATION RECOVERY (1995)
 FX2538
 FX2538'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2538'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2539 ***********************************************************************
 FX2539  DESIGNATION -  BER 33
 FX2539  PID         -  FX2539
 FX2539  STATE/COUNTY-  NC/BERTIE
 FX2539  USGS QUAD   -  WOODVILLE (1972)
 FX2539
 FX2539                         *CURRENT SURVEY CONTROL
 FX2539  ___________________________________________________________________
 FX2539* NAD 83(1986)-  36 02 46.     (N)    077 12 24.     (W)     SCALED    
 FX2539* NAVD 88     -         6.445  (meters)      21.14   (feet)  ADJUSTED  
 FX2539  ___________________________________________________________________
 FX2539  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 FX2539  DYNAMIC HT  -           6.440 (meters)      21.13  (feet)  COMP
 FX2539  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 FX2539
 FX2539  VERT ORDER  -  SECOND    CLASS II
 FX2539
 FX2539.The horizontal coordinates were scaled from a topographic map and have
 FX2539.an estimated accuracy of +/- 6 seconds.
 FX2539
 FX2539.The orthometric height was determined by differential leveling
 FX2539.and adjusted in June 1991.
 FX2539
 FX2539.The geoid height was determined by GEOID03.
 FX2539
 FX2539.The dynamic height is computed by dividing the NAVD 88
 FX2539.geopotential number by the normal gravity value computed on the
 FX2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2539.degrees latitude (g = 980.6199 gals.).
 FX2539
 FX2539.The modeled gravity was interpolated from observed gravity values.
 FX2539
 FX2539;                    North         East    Units  Estimated Accuracy
 FX2539;SPC NC       -   256,180.      771,190.      MT  (+/- 180 meters Scaled)
 FX2539
 FX2539                          SUPERSEDED SURVEY CONTROL
 FX2539
 FX2539  NGVD 29 (??/??/92)    6.786  (m)           22.26   (f) ADJ UNCH    2 2
 FX2539
 FX2539.Superseded values are not recommended for survey control.
 FX2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2539.See file dsdata.txt to determine how the superseded data were derived.
 FX2539
 FX2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE012913(NAD 83)
 FX2539_MARKER: DD = SURVEY DISK
 FX2539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2539_SP_SET: CULVERT
 FX2539_STAMPING: BER-33 1975
 FX2539_MARK LOGO: NCGS  
 FX2539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2539
 FX2539  HISTORY     - Date     Condition        Report By
 FX2539  HISTORY     - 1975     MONUMENTED       NCGS
 FX2539  HISTORY     - 1980     GOOD             NCGS
 FX2539  HISTORY     - 19940829 GOOD             USPSQD
 FX2539
 FX2539                          STATION DESCRIPTION
 FX2539
 FX2539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2539'5.6 MI SSW FROM LEWISTON.
 FX2539'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2539'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 5.65 MILES TO
 FX2539'STATION ON RIGHT, IN WEST HEADWALL OF SMALL CULVERT UNDER HIGHWAY,
 FX2539'APPROXIMATELY 125 FEET SSW OF DIRT FARM ROAD CROSSING, AND 2.35 MILES
 FX2539'NORTH OF THE BRIDGE OVER THE ROANOKE RIVER.  37.8 FT. WNW OF C/L OF NC
 FX2539'11, 0.9 FT. SOUTH OF NORTH END OF HEADWALL, 5.5 FT. NORTH OF SOUTH END
 FX2539'OF HEADWALL, AND 40.8 FT. SE OF 6 IN. MAPLE WITH ALUMINUM REF. TAG.
 FX2539'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 FX2539
 FX2539                          STATION RECOVERY (1980)
 FX2539
 FX2539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2539'RECOVERED IN GOOD CONDITION.
 FX2539
 FX2539                          STATION RECOVERY (1994)
 FX2539
 FX2539'RECOVERY NOTE BY US POWER SQUADRON 1994
 FX2539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2540 ***********************************************************************
 FX2540  DESIGNATION -  BER 34
 FX2540  PID         -  FX2540
 FX2540  STATE/COUNTY-  NC/BERTIE
 FX2540  USGS QUAD   -  WOODVILLE (1972)
 FX2540
 FX2540                         *CURRENT SURVEY CONTROL
 FX2540  ___________________________________________________________________
 FX2540* NAD 83(1986)-  36 02 01.     (N)    077 12 27.     (W)     SCALED    
 FX2540* NAVD 88     -         6.277  (meters)      20.59   (feet)  ADJUSTED  
 FX2540  ___________________________________________________________________
 FX2540  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 FX2540  DYNAMIC HT  -           6.272 (meters)      20.58  (feet)  COMP
 FX2540  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 FX2540
 FX2540  VERT ORDER  -  SECOND    CLASS II
 FX2540
 FX2540.The horizontal coordinates were scaled from a topographic map and have
 FX2540.an estimated accuracy of +/- 6 seconds.
 FX2540
 FX2540.The orthometric height was determined by differential leveling
 FX2540.and adjusted in June 1991.
 FX2540
 FX2540.The geoid height was determined by GEOID03.
 FX2540
 FX2540.The dynamic height is computed by dividing the NAVD 88
 FX2540.geopotential number by the normal gravity value computed on the
 FX2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2540.degrees latitude (g = 980.6199 gals.).
 FX2540
 FX2540.The modeled gravity was interpolated from observed gravity values.
 FX2540
 FX2540;                    North         East    Units  Estimated Accuracy
 FX2540;SPC NC       -   254,790.      771,140.      MT  (+/- 180 meters Scaled)
 FX2540
 FX2540                          SUPERSEDED SURVEY CONTROL
 FX2540
 FX2540  NGVD 29 (??/??/92)    6.618  (m)           21.71   (f) ADJ UNCH    2 2
 FX2540
 FX2540.Superseded values are not recommended for survey control.
 FX2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2540.See file dsdata.txt to determine how the superseded data were derived.
 FX2540
 FX2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE011899(NAD 83)
 FX2540_MARKER: DD = SURVEY DISK
 FX2540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2540_SP_SET: CULVERT
 FX2540_STAMPING: BER-34 1975
 FX2540_MARK LOGO: NCGS  
 FX2540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2540
 FX2540  HISTORY     - Date     Condition        Report By
 FX2540  HISTORY     - 1975     MONUMENTED       NCGS
 FX2540  HISTORY     - 1980     GOOD             NCGS
 FX2540  HISTORY     - 19940829 MARK NOT FOUND   USPSQD
 FX2540
 FX2540                          STATION DESCRIPTION
 FX2540
 FX2540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2540'6.5 MI SSW FROM LEWISTON.
 FX2540'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2540'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 6.7 MILES TO
 FX2540'STATION ON RIGHT IN WEST HEADWALL OF SMALL CULVERT UNDER HIGHWAY AND
 FX2540'1.4 MILES NORTH OF THE BRIDGE OVER ROANOKE RIVER.  36.7 FT. WEST OF
 FX2540'C/L OF NC 11, 1.0 FT. SOUTH OF NORTH END OF HEADWALL, 12.5 FT. NORTH
 FX2540'OF SOUTH END OF HEADWALL, AND 1.7 FT. ESE OF 5 IN. WATER HICKORY. DISK
 FX2540'IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 FX2540
 FX2540                          STATION RECOVERY (1980)
 FX2540
 FX2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2540'RECOVERED IN GOOD CONDITION.
 FX2540
 FX2540                          STATION RECOVERY (1994)
 FX2540
 FX2540'RECOVERY NOTE BY US POWER SQUADRON 1994
 FX2540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2541 ***********************************************************************
 FX2541  DESIGNATION -  BER 35
 FX2541  PID         -  FX2541
 FX2541  STATE/COUNTY-  NC/BERTIE
 FX2541  USGS QUAD   -  WOODVILLE (1972)
 FX2541
 FX2541                         *CURRENT SURVEY CONTROL
 FX2541  ___________________________________________________________________
 FX2541* NAD 83(1986)-  36 01 14.     (N)    077 12 30.     (W)     SCALED    
 FX2541* NAVD 88     -         6.558  (meters)      21.52   (feet)  ADJUSTED  
 FX2541  ___________________________________________________________________
 FX2541  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 FX2541  DYNAMIC HT  -           6.552 (meters)      21.50  (feet)  COMP
 FX2541  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 FX2541
 FX2541  VERT ORDER  -  SECOND    CLASS II
 FX2541
 FX2541.The horizontal coordinates were scaled from a topographic map and have
 FX2541.an estimated accuracy of +/- 6 seconds.
 FX2541
 FX2541.The orthometric height was determined by differential leveling
 FX2541.and adjusted in June 1991.
 FX2541
 FX2541.The geoid height was determined by GEOID03.
 FX2541
 FX2541.The dynamic height is computed by dividing the NAVD 88
 FX2541.geopotential number by the normal gravity value computed on the
 FX2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2541.degrees latitude (g = 980.6199 gals.).
 FX2541
 FX2541.The modeled gravity was interpolated from observed gravity values.
 FX2541
 FX2541;                    North         East    Units  Estimated Accuracy
 FX2541;SPC NC       -   253,340.      771,090.      MT  (+/- 180 meters Scaled)
 FX2541
 FX2541                          SUPERSEDED SURVEY CONTROL
 FX2541
 FX2541  NGVD 29 (??/??/92)    6.892  (m)           22.61   (f) ADJ UNCH    2 2
 FX2541
 FX2541.Superseded values are not recommended for survey control.
 FX2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2541.See file dsdata.txt to determine how the superseded data were derived.
 FX2541
 FX2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE010884(NAD 83)
 FX2541_MARKER: DD = SURVEY DISK
 FX2541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2541_SP_SET: CULVERT
 FX2541_STAMPING: BER-35 1975
 FX2541_MARK LOGO: NCGS  
 FX2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2541
 FX2541  HISTORY     - Date     Condition        Report By
 FX2541  HISTORY     - 1975     MONUMENTED       NCGS
 FX2541  HISTORY     - 1980     GOOD             NCGS
 FX2541  HISTORY     - 19940829 POOR             USPSQD
 FX2541
 FX2541                          STATION DESCRIPTION
 FX2541
 FX2541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2541'7.4 MI SW FROM LEWISTON.
 FX2541'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2541'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 7.5 MILES TO
 FX2541'STATION ON RIGHT, IN NW HEADWALL OF SMALL CULVERT UNDER HIGHWAY, AND
 FX2541'0.5 MILE NE OF BRIDGE OVER THE ROANOKE RIVER.  29.6 FT. NW OF C/L OF
 FX2541'NC 11, NE OF SW END OF HEADWALL, 13.2 FT. SW OF NW END OF HEADWALL,
 FX2541'AND 24.7 FT. WSW OF NO HUNTING SIGN POST.  DISK IS SET FLUSH IN DRILL
 FX2541'HOLE IN CONCRETE HEADWALL.
 FX2541
 FX2541                          STATION RECOVERY (1980)
 FX2541
 FX2541'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2541'RECOVERED IN GOOD CONDITION.
 FX2541
 FX2541                          STATION RECOVERY (1994)
 FX2541
 FX2541'RECOVERY NOTE BY US POWER SQUADRON 1994
 FX2541'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2505 ***********************************************************************
 FX2505  DESIGNATION -  BER 36
 FX2505  PID         -  FX2505
 FX2505  STATE/COUNTY-  NC/BERTIE
 FX2505  USGS QUAD   -  KELFORD (1973)
 FX2505
 FX2505                         *CURRENT SURVEY CONTROL
 FX2505  ___________________________________________________________________
 FX2505* NAD 83(1986)-  36 10 30.     (N)    077 14 24.     (W)     SCALED    
 FX2505* NAVD 88     -        28.037  (meters)      91.98   (feet)  ADJUSTED  
 FX2505  ___________________________________________________________________
 FX2505  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 FX2505  DYNAMIC HT  -          28.015 (meters)      91.91  (feet)  COMP
 FX2505  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 FX2505
 FX2505  VERT ORDER  -  SECOND    CLASS II
 FX2505
 FX2505.The horizontal coordinates were scaled from a topographic map and have
 FX2505.an estimated accuracy of +/- 6 seconds.
 FX2505
 FX2505.The orthometric height was determined by differential leveling
 FX2505.and adjusted in June 1991.
 FX2505
 FX2505.The geoid height was determined by GEOID03.
 FX2505
 FX2505.The dynamic height is computed by dividing the NAVD 88
 FX2505.geopotential number by the normal gravity value computed on the
 FX2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2505.degrees latitude (g = 980.6199 gals.).
 FX2505
 FX2505.The modeled gravity was interpolated from observed gravity values.
 FX2505
 FX2505;                    North         East    Units  Estimated Accuracy
 FX2505;SPC NC       -   270,420.      767,930.      MT  (+/- 180 meters Scaled)
 FX2505
 FX2505                          SUPERSEDED SURVEY CONTROL
 FX2505
 FX2505  NGVD 29 (??/??/92)   28.393  (m)           93.15   (f) ADJ UNCH    2 2
 FX2505
 FX2505.Superseded values are not recommended for survey control.
 FX2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2505.See file dsdata.txt to determine how the superseded data were derived.
 FX2505
 FX2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF985056(NAD 83)
 FX2505_MARKER: DD = SURVEY DISK
 FX2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2505_STAMPING: BER-36 1975
 FX2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2505+STABILITY: SURFACE MOTION
 FX2505
 FX2505  HISTORY     - Date     Condition        Report By
 FX2505  HISTORY     - 1975     MONUMENTED       NCGS
 FX2505  HISTORY     - 19930922 MARK NOT FOUND   NCGS
 FX2505
 FX2505                          STATION DESCRIPTION
 FX2505
 FX2505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2505'1.1 MI W FROM KELFORD.
 FX2505'TO REACH STATION FROM INTERSECTION OF NC 308 WITH SR 1135 IN KELFORD,
 FX2505'PROCEED WEST ALONG SR 1135 FOR 1.1 MILES TO STATION ON RIGHT,
 FX2505'APPROXIMATELY 75 FEET SOUTH OF AND 8 FEET HIGHER THAN SEABOARD COAST
 FX2505'LINE RR, ABOUT 80 FEET SSE OF WOODEN BRIDGE OVER RAILROAD, AND 0.2
 FX2505'MILE NORTH OF SR 1136 WEST.  19.8 FT. NW OF C/L OF SR 1135, 18.2 FT.
 FX2505'NE OF C/L OF DIRT ROAD LEADING TO BRIDGE OVER RAILROAD, AND 45.9 FT.
 FX2505'SOUTH OF 12 IN. LONG LEAF PINE WITH ALUMINUM REF. TAG.  DISK IS SET
 FX2505'FLUSH IN TOP OF CONCRETE PRECAST MONUMENT FLUSH WITH THE GROUND.
 FX2505
 FX2505                          STATION RECOVERY (1993)
 FX2505
 FX2505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FX2505'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ROAD HAS CHANGED AND THE
 FX2505'RAILROAD AND BRIDGE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2564 ***********************************************************************
 FX2564  DESIGNATION -  BER 37
 FX2564  PID         -  FX2564
 FX2564  STATE/COUNTY-  NC/BERTIE
 FX2564  USGS QUAD   -  WOODVILLE (1972)
 FX2564
 FX2564                         *CURRENT SURVEY CONTROL
 FX2564  ___________________________________________________________________
 FX2564* NAD 83(1986)-  36 04 19.     (N)    077 10 50.     (W)     SCALED    
 FX2564* NAVD 88     -        13.905  (meters)      45.62   (feet)  ADJUSTED  
 FX2564  ___________________________________________________________________
 FX2564  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 FX2564  DYNAMIC HT  -          13.893 (meters)      45.58  (feet)  COMP
 FX2564  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 FX2564
 FX2564  VERT ORDER  -  SECOND    CLASS II
 FX2564
 FX2564.The horizontal coordinates were scaled from a topographic map and have
 FX2564.an estimated accuracy of +/- 6 seconds.
 FX2564
 FX2564.The orthometric height was determined by differential leveling
 FX2564.and adjusted in June 1991.
 FX2564
 FX2564.The geoid height was determined by GEOID03.
 FX2564
 FX2564.The dynamic height is computed by dividing the NAVD 88
 FX2564.geopotential number by the normal gravity value computed on the
 FX2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2564.degrees latitude (g = 980.6199 gals.).
 FX2564
 FX2564.The modeled gravity was interpolated from observed gravity values.
 FX2564
 FX2564;                    North         East    Units  Estimated Accuracy
 FX2564;SPC NC       -   259,090.      773,490.      MT  (+/- 180 meters Scaled)
 FX2564
 FX2564                          SUPERSEDED SURVEY CONTROL
 FX2564
 FX2564.No superseded survey control is available for this station.
 FX2564
 FX2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE036941(NAD 83)
 FX2564_MARKER: DD = SURVEY DISK
 FX2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2564_STAMPING: BER-37 1975
 FX2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2564+STABILITY: SURFACE MOTION
 FX2564
 FX2564  HISTORY     - Date     Condition        Report By
 FX2564  HISTORY     - 1975     MONUMENTED       NCGS
 FX2564
 FX2564                          STATION DESCRIPTION
 FX2564
 FX2564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2564'3.5 MI S FROM LEWISTON.
 FX2564'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308, IN EAST
 FX2564'LEWISTON PROCEED SOUTH ALONG NC 11 FOR 3.2 MILES TO SR 1108 (SE),
 FX2564'THENCE SE ALONG SR 1108 FOR 1.0 MILE TO STATION ON LEFT, AT A DIRT
 FX2564'FARM ROAD LEADING EAST TO A SMALL TIN STORAGE HOUSE. 23.7 FT. EAST OF
 FX2564'C/L OF SR 1108, 3.4 FT. NORTH OF FENCE POST WITH ALUMINUM REF. TAG,
 FX2564'18.9 FT. SSE OF NORTHERNMOST END OF METAL CULVERT UNDER FARM ROAD, AND
 FX2564'63.6 FT. ESE OF PP NO. F97 WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP
 FX2564'OF CONCRETE PRECAST MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE OF
 FX2564'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2562 ***********************************************************************
 FX2562  DESIGNATION -  BER 38
 FX2562  PID         -  FX2562
 FX2562  STATE/COUNTY-  NC/BERTIE
 FX2562  USGS QUAD   -  WOODVILLE (1972)
 FX2562
 FX2562                         *CURRENT SURVEY CONTROL
 FX2562  ___________________________________________________________________
 FX2562* NAD 83(1986)-  36 03 31.     (N)    077 10 39.     (W)     SCALED    
 FX2562* NAVD 88     -        10.841  (meters)      35.57   (feet)  ADJUSTED  
 FX2562  ___________________________________________________________________
 FX2562  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX2562  DYNAMIC HT  -          10.832 (meters)      35.54  (feet)  COMP
 FX2562  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 FX2562
 FX2562  VERT ORDER  -  SECOND    CLASS II
 FX2562
 FX2562.The horizontal coordinates were scaled from a topographic map and have
 FX2562.an estimated accuracy of +/- 6 seconds.
 FX2562
 FX2562.The orthometric height was determined by differential leveling
 FX2562.and adjusted in June 1991.
 FX2562
 FX2562.The geoid height was determined by GEOID03.
 FX2562
 FX2562.The dynamic height is computed by dividing the NAVD 88
 FX2562.geopotential number by the normal gravity value computed on the
 FX2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2562.degrees latitude (g = 980.6199 gals.).
 FX2562
 FX2562.The modeled gravity was interpolated from observed gravity values.
 FX2562
 FX2562;                    North         East    Units  Estimated Accuracy
 FX2562;SPC NC       -   257,610.      773,790.      MT  (+/- 180 meters Scaled)
 FX2562
 FX2562                          SUPERSEDED SURVEY CONTROL
 FX2562
 FX2562  NGVD 29 (??/??/92)   11.182  (m)           36.69   (f) ADJ UNCH    2 2
 FX2562
 FX2562.Superseded values are not recommended for survey control.
 FX2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2562.See file dsdata.txt to determine how the superseded data were derived.
 FX2562
 FX2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE038926(NAD 83)
 FX2562_MARKER: DD = SURVEY DISK
 FX2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2562_STAMPING: BER-38 1975
 FX2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2562+STABILITY: SURFACE MOTION
 FX2562
 FX2562  HISTORY     - Date     Condition        Report By
 FX2562  HISTORY     - 1975     MONUMENTED       NCGS
 FX2562
 FX2562                          STATION DESCRIPTION
 FX2562
 FX2562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2562'4.3 MI S FROM LEWISTON.
 FX2562'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2562'LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.2 MILES TO SR 1108 (SE),
 FX2562'THENCE SE ALONG SR 1108 FOR 2.05 MILE TO STATION ON LEFT,
 FX2562'APPROXIMATELY 310 FEET NNW OF BRIDGE OVER INDIAN CREEK, AND 1.85 MILE
 FX2562'NW OF SR 1125 (W).  33.0 FT. ENE OF C/L OF SR 1108, 5.0 FT. WSW OF PP
 FX2562'WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE PRECAST
 FX2562'MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2563 ***********************************************************************
 FX2563  DESIGNATION -  BER 38 RM
 FX2563  PID         -  FX2563
 FX2563  STATE/COUNTY-  NC/BERTIE
 FX2563  USGS QUAD   -  WOODVILLE (1972)
 FX2563
 FX2563                         *CURRENT SURVEY CONTROL
 FX2563  ___________________________________________________________________
 FX2563* NAD 83(1986)-  36 03 33.     (N)    077 10 41.     (W)     SCALED    
 FX2563* NAVD 88     -        11.227  (meters)      36.83   (feet)  ADJUSTED  
 FX2563  ___________________________________________________________________
 FX2563  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 FX2563  DYNAMIC HT  -          11.218 (meters)      36.80  (feet)  COMP
 FX2563  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 FX2563
 FX2563  VERT ORDER  -  SECOND    CLASS II
 FX2563
 FX2563.The horizontal coordinates were scaled from a topographic map and have
 FX2563.an estimated accuracy of +/- 6 seconds.
 FX2563
 FX2563.The orthometric height was determined by differential leveling
 FX2563.and adjusted in June 1991.
 FX2563
 FX2563.The geoid height was determined by GEOID03.
 FX2563
 FX2563.The dynamic height is computed by dividing the NAVD 88
 FX2563.geopotential number by the normal gravity value computed on the
 FX2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2563.degrees latitude (g = 980.6199 gals.).
 FX2563
 FX2563.The modeled gravity was interpolated from observed gravity values.
 FX2563
 FX2563;                    North         East    Units  Estimated Accuracy
 FX2563;SPC NC       -   257,670.      773,740.      MT  (+/- 180 meters Scaled)
 FX2563
 FX2563                          SUPERSEDED SURVEY CONTROL
 FX2563
 FX2563  NGVD 29 (??/??/92)   11.569  (m)           37.96   (f) ADJ UNCH    2 2
 FX2563
 FX2563.Superseded values are not recommended for survey control.
 FX2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2563.See file dsdata.txt to determine how the superseded data were derived.
 FX2563
 FX2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE038927(NAD 83)
 FX2563_MARKER: X = CHISELED CROSS
 FX2563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2563_SP_SET: WHEEL GUARD
 FX2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2563
 FX2563  HISTORY     - Date     Condition        Report By
 FX2563  HISTORY     - UNK      MONUMENTED       NCGS
 FX2563  HISTORY     - 1975     GOOD             NCGS
 FX2563
 FX2563                          STATION DESCRIPTION
 FX2563
 FX2563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2563'4.3 MI S FROM LEWISTON.
 FX2563'STATION IS LOCATED AT THE SR 1108 BRIDGE OVER INDIAN CREEK, IN THE NW
 FX2563'END OF THE NE WHEEL GUARD, APPROXIMATELY 310 FEET SSE OF STATION
 FX2563'BER-38.  STATION IS A CHISELED CROSS ESTABLISHED BY USGS IN 1955.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2560 ***********************************************************************
 FX2560  DESIGNATION -  BER 39
 FX2560  PID         -  FX2560
 FX2560  STATE/COUNTY-  NC/BERTIE
 FX2560  USGS QUAD   -  WOODVILLE (1972)
 FX2560
 FX2560                         *CURRENT SURVEY CONTROL
 FX2560  ___________________________________________________________________
 FX2560* NAD 83(1986)-  36 01 37.     (N)    077 09 05.     (W)     SCALED    
 FX2560* NAVD 88     -        12.938  (meters)      42.45   (feet)  ADJUSTED  
 FX2560  ___________________________________________________________________
 FX2560  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 FX2560  DYNAMIC HT  -          12.927 (meters)      42.41  (feet)  COMP
 FX2560  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 FX2560
 FX2560  VERT ORDER  -  SECOND    CLASS II
 FX2560
 FX2560.The horizontal coordinates were scaled from a topographic map and have
 FX2560.an estimated accuracy of +/- 6 seconds.
 FX2560
 FX2560.The orthometric height was determined by differential leveling
 FX2560.and adjusted in June 1991.
 FX2560
 FX2560.The geoid height was determined by GEOID03.
 FX2560
 FX2560.The dynamic height is computed by dividing the NAVD 88
 FX2560.geopotential number by the normal gravity value computed on the
 FX2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2560.degrees latitude (g = 980.6199 gals.).
 FX2560
 FX2560.The modeled gravity was interpolated from observed gravity values.
 FX2560
 FX2560;                    North         East    Units  Estimated Accuracy
 FX2560;SPC NC       -   254,140.      776,210.      MT  (+/- 180 meters Scaled)
 FX2560
 FX2560                          SUPERSEDED SURVEY CONTROL
 FX2560
 FX2560  NGVD 29 (??/??/92)   13.277  (m)           43.56   (f) ADJ UNCH    2 2
 FX2560
 FX2560.Superseded values are not recommended for survey control.
 FX2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2560.See file dsdata.txt to determine how the superseded data were derived.
 FX2560
 FX2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE061890(NAD 83)
 FX2560_MARKER: DD = SURVEY DISK
 FX2560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2560_SP_SET: CONCRETE WALK
 FX2560_STAMPING: BER-39 1975
 FX2560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2560
 FX2560  HISTORY     - Date     Condition        Report By
 FX2560  HISTORY     - 1975     MONUMENTED       NCGS
 FX2560
 FX2560                          STATION DESCRIPTION
 FX2560
 FX2560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2560'6.7 MI S FROM LEWISTON.
 FX2560'TO REACH STATION FROM INTERSECTION OF NC 11 WITH NC 308 IN EAST
 FX2560'SECTION OF LEWISTON, PROCEED SOUTH ALONG NC 11 FOR 3.2 MILES TO SR
 FX2560'1108 SE, THENCE SE ALONG SR 1108 FOR 4.9 MILES TO STATION ON LEFT, IN
 FX2560'CONCRETE WALK OF A ONE STORY BRICK HOME (JEFFERSON RESIDENCE), AND
 FX2560'0.35 MILE SE OF SR 1124 EAST.  120.3 FT. EAST OF C/L OF SR 1108, 6.6
 FX2560'FT. NW OF CENTER OF BOTTOM STEP TO FRONT ENTRANCE, AND 62.4 FT. SOUTH
 FX2560'OF SE CORNER OF BRICK WELL HOUSE.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2560'CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2083 ***********************************************************************
 FX2083  DESIGNATION -  BER 4
 FX2083  PID         -  FX2083
 FX2083  STATE/COUNTY-  NC/BERTIE
 FX2083  USGS QUAD   -  COLERAIN (1982)
 FX2083
 FX2083                         *CURRENT SURVEY CONTROL
 FX2083  ___________________________________________________________________
 FX2083* NAD 83(1986)-  36 11 54.     (N)    076 45 06.     (W)     SCALED    
 FX2083* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 FX2083  ___________________________________________________________________
 FX2083  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX2083  DYNAMIC HT  -           1.823 (meters)       5.98  (feet)  COMP
 FX2083  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 FX2083
 FX2083  VERT ORDER  -  SECOND    CLASS II
 FX2083
 FX2083.The horizontal coordinates were scaled from a topographic map and have
 FX2083.an estimated accuracy of +/- 6 seconds.
 FX2083
 FX2083.The orthometric height was determined by differential leveling
 FX2083.and adjusted in June 1991.
 FX2083
 FX2083.The geoid height was determined by GEOID03.
 FX2083
 FX2083.The dynamic height is computed by dividing the NAVD 88
 FX2083.geopotential number by the normal gravity value computed on the
 FX2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2083.degrees latitude (g = 980.6199 gals.).
 FX2083
 FX2083.The modeled gravity was interpolated from observed gravity values.
 FX2083
 FX2083;                    North         East    Units  Estimated Accuracy
 FX2083;SPC NC       -   273,900.      811,800.      MT  (+/- 180 meters Scaled)
 FX2083
 FX2083                          SUPERSEDED SURVEY CONTROL
 FX2083
 FX2083  NGVD 29 (??/??/92)    2.157  (m)            7.08   (f) ADJ UNCH    2 2
 FX2083
 FX2083.Superseded values are not recommended for survey control.
 FX2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2083.See file dsdata.txt to determine how the superseded data were derived.
 FX2083
 FX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF425073(NAD 83)
 FX2083_MARKER: DB = BENCH MARK DISK
 FX2083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2083_SP_SET: CULVERT HEADWALL
 FX2083_STAMPING: BER 4 1974
 FX2083_MARK LOGO: NCGS  
 FX2083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2083+STABILITY: SURFACE MOTION
 FX2083
 FX2083  HISTORY     - Date     Condition        Report By
 FX2083  HISTORY     - 1974     MONUMENTED       NCGS
 FX2083
 FX2083                          STATION DESCRIPTION
 FX2083
 FX2083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2083'1.0 MILES EAST OF COLERAIN.
 FX2083'TO REACH STATION FROM INTERSECTION OF NC 45, NC 350 AND SR 1335 IN
 FX2083'COLERAIN, PROCEED EAST ALONG SR 1335 FOR 1.1 MILES (1.8 KM) TO
 FX2083'COLERAIN LANDING AND STATION ON RIGHT IN SOUTH END OF WEST HEADWALL OF
 FX2083'CULVERT UNDER ROAD, DIRECTLY ACROSS ROAD FROM AND ABOUT 3 FT NORTH OF
 FX2083'PROJECTION OF NORTH WALL OF PERRY-WYNNS BRICK OFFICE BUILDING, 15.3 FT
 FX2083'SW OF C/L OF SR 1335, 66.3 FT WSW OF NW CORNER OF OFFICE BUILDING,
 FX2083'80.0 FT WEST OF SW CORNER OF OFFICE BUILDING AND 8.2 FT NORTH OF A
 FX2083'FENCE POST WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2083'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2084 ***********************************************************************
 FX2084  DESIGNATION -  BER 4 RM 1
 FX2084  PID         -  FX2084
 FX2084  STATE/COUNTY-  NC/BERTIE
 FX2084  USGS QUAD   -  COLERAIN (1982)
 FX2084
 FX2084                         *CURRENT SURVEY CONTROL
 FX2084  ___________________________________________________________________
 FX2084* NAD 83(1986)-  36 11 54.     (N)    076 45 05.     (W)     SCALED    
 FX2084* NAVD 88     -         1.298  (meters)       4.26   (feet)  ADJUSTED  
 FX2084  ___________________________________________________________________
 FX2084  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX2084  DYNAMIC HT  -           1.297 (meters)       4.26  (feet)  COMP
 FX2084  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 FX2084
 FX2084  VERT ORDER  -  SECOND    CLASS II
 FX2084
 FX2084.The horizontal coordinates were scaled from a topographic map and have
 FX2084.an estimated accuracy of +/- 6 seconds.
 FX2084
 FX2084.The orthometric height was determined by differential leveling
 FX2084.and adjusted in June 1991.
 FX2084
 FX2084.The geoid height was determined by GEOID03.
 FX2084
 FX2084.The dynamic height is computed by dividing the NAVD 88
 FX2084.geopotential number by the normal gravity value computed on the
 FX2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2084.degrees latitude (g = 980.6199 gals.).
 FX2084
 FX2084.The modeled gravity was interpolated from observed gravity values.
 FX2084
 FX2084;                    North         East    Units  Estimated Accuracy
 FX2084;SPC NC       -   273,900.      811,820.      MT  (+/- 180 meters Scaled)
 FX2084
 FX2084                          SUPERSEDED SURVEY CONTROL
 FX2084
 FX2084  NGVD 29 (??/??/92)    1.63   (m)            5.3    (f) COMPUTED    2 2
 FX2084
 FX2084.Superseded values are not recommended for survey control.
 FX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2084.See file dsdata.txt to determine how the superseded data were derived.
 FX2084
 FX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF425073(NAD 83)
 FX2084_MARKER: Z = SEE DESCRIPTION
 FX2084_SETTING: 0 = UNSPECIFIED SETTING
 FX2084_SP_SET: DRAIN PIPE FROM BUILDING
 FX2084_MARK LOGO: USGS  
 FX2084_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2084
 FX2084  HISTORY     - Date     Condition        Report By
 FX2084  HISTORY     - UNK      MONUMENTED       USGS
 FX2084  HISTORY     - 19740801 GOOD             NCGS
 FX2084
 FX2084                          STATION DESCRIPTION
 FX2084
 FX2084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2084'1.0 MILE EAST OF COLERAIN.
 FX2084'TO REACH STATION FROM INTERSECTION OF NC 45, NC 350 AND SR 1335 IN
 FX2084'COLERAIN, PROCEED EAST ALONG SR 1335 FOR 1.1 MILES (1.8 KM) TO
 FX2084'COLERAIN LANDING AND MARK ON LEFT AT REAR OF THE PERR-WYNNS BRICK
 FX2084'OFFICE BUILDING.  ELEVATION WAS ESTABLISHED ON TOP OF BELL (OR LIP) AT
 FX2084'END OF A DRAIN PIPE PROTRUDING FROM REAR OF THE OFFICE BUILDING NEAR
 FX2084'SE CORNER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2085 ***********************************************************************
 FX2085  DESIGNATION -  BER 4 RM 2
 FX2085  PID         -  FX2085
 FX2085  STATE/COUNTY-  NC/BERTIE
 FX2085  USGS QUAD   -  COLERAIN (1982)
 FX2085
 FX2085                         *CURRENT SURVEY CONTROL
 FX2085  ___________________________________________________________________
 FX2085* NAD 83(1986)-  36 11 54.     (N)    076 45 06.     (W)     SCALED    
 FX2085* NAVD 88     -         1.338  (meters)       4.39   (feet)  ADJUSTED  
 FX2085  ___________________________________________________________________
 FX2085  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX2085  DYNAMIC HT  -           1.337 (meters)       4.39  (feet)  COMP
 FX2085  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 FX2085
 FX2085  VERT ORDER  -  SECOND    CLASS II
 FX2085
 FX2085.The horizontal coordinates were scaled from a topographic map and have
 FX2085.an estimated accuracy of +/- 6 seconds.
 FX2085
 FX2085.The orthometric height was determined by differential leveling
 FX2085.and adjusted in June 1991.
 FX2085
 FX2085.The geoid height was determined by GEOID03.
 FX2085
 FX2085.The dynamic height is computed by dividing the NAVD 88
 FX2085.geopotential number by the normal gravity value computed on the
 FX2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2085.degrees latitude (g = 980.6199 gals.).
 FX2085
 FX2085.The modeled gravity was interpolated from observed gravity values.
 FX2085
 FX2085;                    North         East    Units  Estimated Accuracy
 FX2085;SPC NC       -   273,900.      811,800.      MT  (+/- 180 meters Scaled)
 FX2085
 FX2085                          SUPERSEDED SURVEY CONTROL
 FX2085
 FX2085  NGVD 29 (??/??/92)    1.67   (m)            5.5    (f) COMPUTED    2 2
 FX2085
 FX2085.Superseded values are not recommended for survey control.
 FX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2085.See file dsdata.txt to determine how the superseded data were derived.
 FX2085
 FX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF425073(NAD 83)
 FX2085_MARKER: B = BOLT
 FX2085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2085_SP_SET: GUARDRAIL POST
 FX2085_MARK LOGO: USGS  
 FX2085_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2085
 FX2085  HISTORY     - Date     Condition        Report By
 FX2085  HISTORY     - UNK      MONUMENTED       USGS
 FX2085  HISTORY     - 19740801 GOOD             NCGS
 FX2085
 FX2085                          STATION DESCRIPTION
 FX2085
 FX2085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2085'1.0 MILE EAST OF COLERAIN.
 FX2085'TO REACH STATION FROM INTERSECTION OF NC 45, NC 350 AND SR 1335 IN
 FX2085'COLERAIN, PROCEED EAST ALONG SR 1335 FOR 1.1 MILES (1.8 KM) TO
 FX2085'COLERAIN LANDING AND MARK ON LEFT AT REAR OF THE PERRY-WYNNS BRICK
 FX2085'OFFICE BUILDING AND ON SOUTH SIDE OF THEIR PIER.  MARK IS A 3/8 INCH
 FX2085'LAG BOLT IN SHOREWARD POST OF GAGE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2086 ***********************************************************************
 FX2086  DESIGNATION -  BER 4 RM 3
 FX2086  PID         -  FX2086
 FX2086  STATE/COUNTY-  NC/BERTIE
 FX2086  USGS QUAD   -  COLERAIN (1982)
 FX2086
 FX2086                         *CURRENT SURVEY CONTROL
 FX2086  ___________________________________________________________________
 FX2086* NAD 83(1986)-  36 11 54.     (N)    076 45 06.     (W)     SCALED    
 FX2086* NAVD 88     -         1.731  (meters)       5.68   (feet)  ADJUSTED  
 FX2086  ___________________________________________________________________
 FX2086  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX2086  DYNAMIC HT  -           1.729 (meters)       5.67  (feet)  COMP
 FX2086  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 FX2086
 FX2086  VERT ORDER  -  SECOND    CLASS II
 FX2086
 FX2086.The horizontal coordinates were scaled from a topographic map and have
 FX2086.an estimated accuracy of +/- 6 seconds.
 FX2086
 FX2086.The orthometric height was determined by differential leveling
 FX2086.and adjusted in June 1991.
 FX2086
 FX2086.The geoid height was determined by GEOID03.
 FX2086
 FX2086.The dynamic height is computed by dividing the NAVD 88
 FX2086.geopotential number by the normal gravity value computed on the
 FX2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2086.degrees latitude (g = 980.6199 gals.).
 FX2086
 FX2086.The modeled gravity was interpolated from observed gravity values.
 FX2086
 FX2086;                    North         East    Units  Estimated Accuracy
 FX2086;SPC NC       -   273,900.      811,800.      MT  (+/- 180 meters Scaled)
 FX2086
 FX2086                          SUPERSEDED SURVEY CONTROL
 FX2086
 FX2086  NGVD 29 (??/??/92)    2.06   (m)            6.8    (f) COMPUTED    2 2
 FX2086
 FX2086.Superseded values are not recommended for survey control.
 FX2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2086.See file dsdata.txt to determine how the superseded data were derived.
 FX2086
 FX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF425073(NAD 83)
 FX2086_MARKER: B = BOLT
 FX2086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX2086_SP_SET: STRINGER
 FX2086_MARK LOGO: USGS  
 FX2086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2086
 FX2086  HISTORY     - Date     Condition        Report By
 FX2086  HISTORY     - UNK      MONUMENTED       USGS
 FX2086  HISTORY     - 19740801 GOOD             NCGS
 FX2086
 FX2086                          STATION DESCRIPTION
 FX2086
 FX2086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2086'1.0 MILE EAST OF COLERAIN.
 FX2086'TO REACH STATION FROM INTERSECTION OF NC 45, NC 350 AND SR 1335 IN
 FX2086'COLERAIN, PROCEED EAST ALONG SR 1335 FOR 1.1 MILES (1.8 KM) TO
 FX2086'COLERAIN LANDING AND MARK ON LEFT AT REAR OF THE PERRY-WYNNS BRICK
 FX2086'OFFICE BUILDING AND ON SOUTH SIDE OF THEIR PIER.  MARK IS A 3/8 INCH
 FX2086'LAG BOLT IN 4X8 INCH STRINGER, 4 FEET (1.2 M) SHOREWARD FROM GAGE
 FX2086'WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1706 ***********************************************************************
 EY1706  DESIGNATION -  BER 40
 EY1706  PID         -  EY1706
 EY1706  STATE/COUNTY-  NC/BERTIE
 EY1706  USGS QUAD   -  QUITSNA (1981)
 EY1706
 EY1706                         *CURRENT SURVEY CONTROL
 EY1706  ___________________________________________________________________
 EY1706* NAD 83(1986)-  35 59 09.     (N)    077 05 53.     (W)     SCALED    
 EY1706* NAVD 88     -        12.266  (meters)      40.24   (feet)  ADJUSTED  
 EY1706  ___________________________________________________________________
 EY1706  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EY1706  DYNAMIC HT  -          12.256 (meters)      40.21  (feet)  COMP
 EY1706  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 EY1706
 EY1706  VERT ORDER  -  SECOND    CLASS II
 EY1706
 EY1706.The horizontal coordinates were scaled from a topographic map and have
 EY1706.an estimated accuracy of +/- 6 seconds.
 EY1706
 EY1706.The orthometric height was determined by differential leveling
 EY1706.and adjusted in June 1991.
 EY1706
 EY1706.The geoid height was determined by GEOID03.
 EY1706
 EY1706.The dynamic height is computed by dividing the NAVD 88
 EY1706.geopotential number by the normal gravity value computed on the
 EY1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1706.degrees latitude (g = 980.6199 gals.).
 EY1706
 EY1706.The modeled gravity was interpolated from observed gravity values.
 EY1706
 EY1706;                    North         East    Units  Estimated Accuracy
 EY1706;SPC NC       -   249,670.      781,100.      MT  (+/- 180 meters Scaled)
 EY1706
 EY1706                          SUPERSEDED SURVEY CONTROL
 EY1706
 EY1706  NGVD 29 (??/??/92)   12.602  (m)           41.35   (f) ADJ UNCH    2 2
 EY1706
 EY1706.Superseded values are not recommended for survey control.
 EY1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1706.See file dsdata.txt to determine how the superseded data were derived.
 EY1706
 EY1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE108844(NAD 83)
 EY1706_MARKER: DD = SURVEY DISK
 EY1706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1706_SP_SET: PROPERTY MARKER
 EY1706_STAMPING: BER-40 1975
 EY1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1706
 EY1706  HISTORY     - Date     Condition        Report By
 EY1706  HISTORY     - 1975     MONUMENTED       NCGS
 EY1706
 EY1706                          STATION DESCRIPTION
 EY1706
 EY1706'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1706'8.3 MI W FROM WINDSOR.
 EY1706'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1706'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1706'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1706'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1706'ALONG SR 1108 FOR 4.8 MILES TO STATION ON RIGHT, IN TOP OF CONCRETE
 EY1706'PROPERTY CORNER POST BETWEEN THE RESIDENCES OF ELMOND BOND AND ROBERT
 EY1706'SMALL, AND 0.5 MILE SE OF SR 1121 NW.  31.2 FT. NE OF C/L OF SR 1108,
 EY1706'25.7 FT. SE OF C/L OF DRIVEWAY LEADING TO BOND RESIDENCE, 54.7 FT.
 EY1706'WEST OF SW CORNER OF ROBERT SMALL RESIDENCE.  DISK IS SET FLUSH IN
 EY1706'DRILL HOLE IN TOP OF CONCRETE PROPERTY MARKER, PROJECTING 6 INCHES
 EY1706'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1704 ***********************************************************************
 EY1704  DESIGNATION -  BER 41
 EY1704  PID         -  EY1704
 EY1704  STATE/COUNTY-  NC/BERTIE
 EY1704  USGS QUAD   -  QUITSNA (1981)
 EY1704
 EY1704                         *CURRENT SURVEY CONTROL
 EY1704  ___________________________________________________________________
 EY1704* NAD 83(1986)-  35 58 18.     (N)    077 04 56.     (W)     SCALED    
 EY1704* NAVD 88     -        13.971  (meters)      45.84   (feet)  ADJUSTED  
 EY1704  ___________________________________________________________________
 EY1704  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 EY1704  DYNAMIC HT  -          13.960 (meters)      45.80  (feet)  COMP
 EY1704  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 EY1704
 EY1704  VERT ORDER  -  SECOND    CLASS II
 EY1704
 EY1704.The horizontal coordinates were scaled from a topographic map and have
 EY1704.an estimated accuracy of +/- 6 seconds.
 EY1704
 EY1704.The orthometric height was determined by differential leveling
 EY1704.and adjusted in June 1991.
 EY1704
 EY1704.The geoid height was determined by GEOID03.
 EY1704
 EY1704.The dynamic height is computed by dividing the NAVD 88
 EY1704.geopotential number by the normal gravity value computed on the
 EY1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1704.degrees latitude (g = 980.6199 gals.).
 EY1704
 EY1704.The modeled gravity was interpolated from observed gravity values.
 EY1704
 EY1704;                    North         East    Units  Estimated Accuracy
 EY1704;SPC NC       -   248,130.      782,560.      MT  (+/- 180 meters Scaled)
 EY1704
 EY1704                          SUPERSEDED SURVEY CONTROL
 EY1704
 EY1704  NGVD 29 (??/??/92)   14.307  (m)           46.94   (f) ADJ UNCH    2 2
 EY1704
 EY1704.Superseded values are not recommended for survey control.
 EY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1704.See file dsdata.txt to determine how the superseded data were derived.
 EY1704
 EY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE122828(NAD 83)
 EY1704_MARKER: DD = SURVEY DISK
 EY1704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1704_SP_SET: CONCRETE BASE
 EY1704_STAMPING: BER-41 1975
 EY1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1704
 EY1704  HISTORY     - Date     Condition        Report By
 EY1704  HISTORY     - 1975     MONUMENTED       NCGS
 EY1704
 EY1704                          STATION DESCRIPTION
 EY1704
 EY1704'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1704'7.6 MI W FROM WINDSOR.
 EY1704'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1704'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1704'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1704'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1704'ALONG SR 1108 FOR 3.2 MILES TO STATION ON LEFT IN THE CONCRETE BASE OF
 EY1704'A FEED STORAGE TANK, AND APPROXIMATELY 75 FEET SOUTH OF MAINTENANCE
 EY1704'SHOP, AND 0.2 MILE SE OF SR 1110 SOUTH AT QUITSNA.  39.7 FT. SW OF C/L
 EY1704'OF SR 1108, 5.6 FT. WEST OF NORTHEASTERNMOST METAL LEG OF FEED TANK,
 EY1704'AND 66.8 FT. NNE OF SERVICE POLE WITH METER AND 3 SWITCH BOXES. DISK
 EY1704'IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1701 ***********************************************************************
 EY1701  DESIGNATION -  BER 42
 EY1701  PID         -  EY1701
 EY1701  STATE/COUNTY-  NC/BERTIE
 EY1701  USGS QUAD   -  QUITSNA (1981)
 EY1701
 EY1701                         *CURRENT SURVEY CONTROL
 EY1701  ___________________________________________________________________
 EY1701* NAD 83(1986)-  35 58 05.     (N)    077 03 58.     (W)     SCALED    
 EY1701* NAVD 88     -        11.951  (meters)      39.21   (feet)  ADJUSTED  
 EY1701  ___________________________________________________________________
 EY1701  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 EY1701  DYNAMIC HT  -          11.942 (meters)      39.18  (feet)  COMP
 EY1701  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 EY1701
 EY1701  VERT ORDER  -  SECOND    CLASS II
 EY1701
 EY1701.The horizontal coordinates were scaled from a topographic map and have
 EY1701.an estimated accuracy of +/- 6 seconds.
 EY1701
 EY1701.The orthometric height was determined by differential leveling
 EY1701.and adjusted in June 1991.
 EY1701
 EY1701.The geoid height was determined by GEOID03.
 EY1701
 EY1701.The dynamic height is computed by dividing the NAVD 88
 EY1701.geopotential number by the normal gravity value computed on the
 EY1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1701.degrees latitude (g = 980.6199 gals.).
 EY1701
 EY1701.The modeled gravity was interpolated from observed gravity values.
 EY1701
 EY1701;                    North         East    Units  Estimated Accuracy
 EY1701;SPC NC       -   247,760.      784,020.      MT  (+/- 180 meters Scaled)
 EY1701
 EY1701                          SUPERSEDED SURVEY CONTROL
 EY1701
 EY1701  NGVD 29 (??/??/92)   12.286  (m)           40.31   (f) ADJ UNCH    2 2
 EY1701
 EY1701.Superseded values are not recommended for survey control.
 EY1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1701.See file dsdata.txt to determine how the superseded data were derived.
 EY1701
 EY1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE136823(NAD 83)
 EY1701_MARKER: DD = SURVEY DISK
 EY1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1701_STAMPING: BER-42 1975
 EY1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1701+STABILITY: SURFACE MOTION
 EY1701
 EY1701  HISTORY     - Date     Condition        Report By
 EY1701  HISTORY     - 1975     MONUMENTED       NCGS
 EY1701
 EY1701                          STATION DESCRIPTION
 EY1701
 EY1701'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1701'6.7 MI WSW FROM WINDSOR.
 EY1701'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1701'APPROXIMATELY MIDWAY BETWEEN WILLIAMSTON AND WINDSOR, PROCEED
 EY1701'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1701'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1701'ALONG SR 1108 FOR 2.0 MILES TO SR 1109 SOUTH, AND STATION ON LEFT, IN
 EY1701'THE SE QUADRANT OF T INTERSECTION NEAR A TELEPHONE PEDESTAL.  34.6 FT.
 EY1701'SOUTH OF C/L OF SR 1108, 40.7 FT. EAST OF C/L OF SR 1109, 5.0 FT. WEST
 EY1701'OF TP PEDESTAL POST NO. 44 WITH ALUMINUM REF. TAG, 51.7 FT. NNW OF
 EY1701'NORTHWESTERNMOST CORNER OF OLD FRAME BUILDING, AND 92.5 FT. SSE OF PP
 EY1701'NO. 5-381-74 WITH TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET IN
 EY1701'TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1702 ***********************************************************************
 EY1702  DESIGNATION -  BER 43
 EY1702  PID         -  EY1702
 EY1702  STATE/COUNTY-  NC/BERTIE
 EY1702  USGS QUAD   -  QUITSNA (1981)
 EY1702
 EY1702                         *CURRENT SURVEY CONTROL
 EY1702  ___________________________________________________________________
 EY1702* NAD 83(1986)-  35 57 17.     (N)    077 04 05.     (W)     SCALED    
 EY1702* NAVD 88     -         8.319  (meters)      27.29   (feet)  ADJUSTED  
 EY1702  ___________________________________________________________________
 EY1702  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EY1702  DYNAMIC HT  -           8.313 (meters)      27.27  (feet)  COMP
 EY1702  MODELED GRAV-     979,823.2   (mgal)                       NAVD 88
 EY1702
 EY1702  VERT ORDER  -  SECOND    CLASS II
 EY1702
 EY1702.The horizontal coordinates were scaled from a topographic map and have
 EY1702.an estimated accuracy of +/- 6 seconds.
 EY1702
 EY1702.The orthometric height was determined by differential leveling
 EY1702.and adjusted in June 1991.
 EY1702
 EY1702.The geoid height was determined by GEOID03.
 EY1702
 EY1702.The dynamic height is computed by dividing the NAVD 88
 EY1702.geopotential number by the normal gravity value computed on the
 EY1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1702.degrees latitude (g = 980.6199 gals.).
 EY1702
 EY1702.The modeled gravity was interpolated from observed gravity values.
 EY1702
 EY1702;                    North         East    Units  Estimated Accuracy
 EY1702;SPC NC       -   246,270.      783,870.      MT  (+/- 180 meters Scaled)
 EY1702
 EY1702                          SUPERSEDED SURVEY CONTROL
 EY1702
 EY1702  NGVD 29 (??/??/92)    8.654  (m)           28.39   (f) ADJ UNCH    2 2
 EY1702
 EY1702.Superseded values are not recommended for survey control.
 EY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1702.See file dsdata.txt to determine how the superseded data were derived.
 EY1702
 EY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE134809(NAD 83)
 EY1702_MARKER: DD = SURVEY DISK
 EY1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1702_STAMPING: BER-43 1975
 EY1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1702+STABILITY: SURFACE MOTION
 EY1702
 EY1702  HISTORY     - Date     Condition        Report By
 EY1702  HISTORY     - 1975     MONUMENTED       NCGS
 EY1702
 EY1702                          STATION DESCRIPTION
 EY1702
 EY1702'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1702'7.2 MI WSW FROM WINDSOR.
 EY1702'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1702'APPROXIMATELY MIDWAY BETWEEN WILLIAMSTON AND WINDSOR, PROCEED
 EY1702'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1702'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1702'ALONG SR 1108 FOR 2.0 MILES TO SR 1109 SOUTH, THENCE SOUTH ALONG SR
 EY1702'1109 FOR 1.0 MILE TO STATION ON RIGHT AT A DIRT DRIVEWAY LEADING TO A
 EY1702'1 1/2 STORY WHITE FRAME HOUSE (TOMMIE HILL RESIDENCE), AND 0.5 MILE
 EY1702'NORTH OF T-INTERSECTION WITH SR 1110 NW.  16.3 FT. NW OF C/L OF SR
 EY1702'1109, 14.8 FT. SOUTH OF C/L OF DIRT DRIVEWAY, AND 33.8 FT. NE OF
 EY1702'CENTER OF TOP OF TELEPHONE PEDESTAL.  DISK IS SET IN TOP OF CONCRETE
 EY1702'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND 2 FEET HIGHER THAN
 EY1702'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1703 ***********************************************************************
 EY1703  DESIGNATION -  BER 44
 EY1703  PID         -  EY1703
 EY1703  STATE/COUNTY-  NC/BERTIE
 EY1703  USGS QUAD   -  QUITSNA (1981)
 EY1703
 EY1703                         *CURRENT SURVEY CONTROL
 EY1703  ___________________________________________________________________
 EY1703* NAD 83(1986)-  35 56 43.     (N)    077 04 15.     (W)     SCALED    
 EY1703* NAVD 88     -         3.929  (meters)      12.89   (feet)  ADJUSTED  
 EY1703  ___________________________________________________________________
 EY1703  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 EY1703  DYNAMIC HT  -           3.925 (meters)      12.88  (feet)  COMP
 EY1703  MODELED GRAV-     979,822.1   (mgal)                       NAVD 88
 EY1703
 EY1703  VERT ORDER  -  SECOND    CLASS II
 EY1703
 EY1703.The horizontal coordinates were scaled from a topographic map and have
 EY1703.an estimated accuracy of +/- 6 seconds.
 EY1703
 EY1703.The orthometric height was determined by differential leveling
 EY1703.and adjusted in June 1991.
 EY1703
 EY1703.The geoid height was determined by GEOID03.
 EY1703
 EY1703.The dynamic height is computed by dividing the NAVD 88
 EY1703.geopotential number by the normal gravity value computed on the
 EY1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1703.degrees latitude (g = 980.6199 gals.).
 EY1703
 EY1703.The modeled gravity was interpolated from observed gravity values.
 EY1703
 EY1703;                    North         East    Units  Estimated Accuracy
 EY1703;SPC NC       -   245,220.      783,640.      MT  (+/- 180 meters Scaled)
 EY1703
 EY1703                          SUPERSEDED SURVEY CONTROL
 EY1703
 EY1703  NGVD 29 (??/??/92)    4.263  (m)           13.99   (f) ADJ UNCH    2 2
 EY1703
 EY1703.Superseded values are not recommended for survey control.
 EY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1703.See file dsdata.txt to determine how the superseded data were derived.
 EY1703
 EY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE132798(NAD 83)
 EY1703_MARKER: DD = SURVEY DISK
 EY1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1703_STAMPING: BER-44 1975
 EY1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1703+STABILITY: SURFACE MOTION
 EY1703
 EY1703  HISTORY     - Date     Condition        Report By
 EY1703  HISTORY     - 1975     MONUMENTED       NCGS
 EY1703
 EY1703                          STATION DESCRIPTION
 EY1703
 EY1703'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1703'7.7 MI WSW FROM WINDSOR.
 EY1703'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1703'APPROXIMATELY MIDWAY BETWEEN WILLIAMSTON AND WINDSOR, PROCEED
 EY1703'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1703'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1703'ALONG SR 1108 FOR 2.0 MILES TO SR 1109 SOUTH, THENCE SOUTH ALONG SR
 EY1703'1109 FOR 1.5 MILES TO STATION ON RIGHT, AT EDGE OF WOODS LINE, IN SE
 EY1703'END OF A CULTIVATED FIELD, AND 0.5 MILE SOUTH OF T -INTERSECTION WITH
 EY1703'SR 1110 NW.  40.2 FT. WNW OF C/L OF SR 1109, 17.6 FT. NORTH OF 6 IN.
 EY1703'SYCAMORE TREE WITH ALUMINUM REF. TAG, AND 86.4 FT. NW OF 20 IN.
 EY1703'CYPRESS WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EY1703'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1700 ***********************************************************************
 EY1700  DESIGNATION -  BER 45
 EY1700  PID         -  EY1700
 EY1700  STATE/COUNTY-  NC/BERTIE
 EY1700  USGS QUAD   -  QUITSNA (1981)
 EY1700
 EY1700                         *CURRENT SURVEY CONTROL
 EY1700  ___________________________________________________________________
 EY1700* NAD 83(1986)-  35 58 07.     (N)    077 02 41.     (W)     SCALED    
 EY1700* NAVD 88     -         9.768  (meters)      32.05   (feet)  ADJUSTED  
 EY1700  ___________________________________________________________________
 EY1700  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 EY1700  DYNAMIC HT  -           9.760 (meters)      32.02  (feet)  COMP
 EY1700  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 EY1700
 EY1700  VERT ORDER  -  SECOND    CLASS II
 EY1700
 EY1700.The horizontal coordinates were scaled from a topographic map and have
 EY1700.an estimated accuracy of +/- 6 seconds.
 EY1700
 EY1700.The orthometric height was determined by differential leveling
 EY1700.and adjusted in June 1991.
 EY1700
 EY1700.The geoid height was determined by GEOID03.
 EY1700
 EY1700.The dynamic height is computed by dividing the NAVD 88
 EY1700.geopotential number by the normal gravity value computed on the
 EY1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1700.degrees latitude (g = 980.6199 gals.).
 EY1700
 EY1700.The modeled gravity was interpolated from observed gravity values.
 EY1700
 EY1700;                    North         East    Units  Estimated Accuracy
 EY1700;SPC NC       -   247,860.      785,950.      MT  (+/- 180 meters Scaled)
 EY1700
 EY1700                          SUPERSEDED SURVEY CONTROL
 EY1700
 EY1700  NGVD 29 (??/??/92)   10.103  (m)           33.15   (f) ADJ UNCH    2 2
 EY1700
 EY1700.Superseded values are not recommended for survey control.
 EY1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1700.See file dsdata.txt to determine how the superseded data were derived.
 EY1700
 EY1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE156824(NAD 83)
 EY1700_MARKER: DD = SURVEY DISK
 EY1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1700_STAMPING: BER-45 1975
 EY1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1700+STABILITY: SURFACE MOTION
 EY1700
 EY1700  HISTORY     - Date     Condition        Report By
 EY1700  HISTORY     - 1975     MONUMENTED       NCGS
 EY1700
 EY1700                          STATION DESCRIPTION
 EY1700
 EY1700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1700'5.6 MI WSW FROM WINDSOR.
 EY1700'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1700'APPROXIMATELY MIDWAY BETWEEN WILLIAMSTON AND WINDSOR, PROCEED
 EY1700'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100, THENCE NORTH
 EY1700'ALONG SR 1100 FOR 0.4 MILE TO SR 1108 WEST AT GRABTOWN, THENCE WEST
 EY1700'ALONG SR 1108 FOR 0.65 MILE TO STATION ON RIGHT, AT A DIRT DRIVEWAY
 EY1700'LEADING NE TO AN OLD ONE STORY FRAME FARM HOUSE, AND 1.25 MILES EAST
 EY1700'OF SR 1109 SOUTH.  24.9 FT. NNE OF C/L OF SR 1108, 18.2 FT. WEST OF
 EY1700'C/L OF DIRT DRIVEWAY, 56.4 FT. SE OF PP WITH ALUMINUM REF. TAG, AND
 EY1700'92.3 FT. SSW OF SOUTHEASTERNMOST CORNER OF OLD BARN.  DISK IS SET IN
 EY1700'TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1699 ***********************************************************************
 EY1699  DESIGNATION -  BER 46
 EY1699  PID         -  EY1699
 EY1699  STATE/COUNTY-  NC/BERTIE
 EY1699  USGS QUAD   -  QUITSNA (1981)
 EY1699
 EY1699                         *CURRENT SURVEY CONTROL
 EY1699  ___________________________________________________________________
 EY1699* NAD 83(1986)-  35 57 36.     (N)    077 02 01.     (W)     SCALED    
 EY1699* NAVD 88     -         9.887  (meters)      32.44   (feet)  ADJUSTED  
 EY1699  ___________________________________________________________________
 EY1699  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EY1699  DYNAMIC HT  -           9.879 (meters)      32.41  (feet)  COMP
 EY1699  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 EY1699
 EY1699  VERT ORDER  -  SECOND    CLASS II
 EY1699
 EY1699.The horizontal coordinates were scaled from a topographic map and have
 EY1699.an estimated accuracy of +/- 6 seconds.
 EY1699
 EY1699.The orthometric height was determined by differential leveling
 EY1699.and adjusted in June 1991.
 EY1699
 EY1699.The geoid height was determined by GEOID03.
 EY1699
 EY1699.The dynamic height is computed by dividing the NAVD 88
 EY1699.geopotential number by the normal gravity value computed on the
 EY1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1699.degrees latitude (g = 980.6199 gals.).
 EY1699
 EY1699.The modeled gravity was interpolated from observed gravity values.
 EY1699
 EY1699;                    North         East    Units  Estimated Accuracy
 EY1699;SPC NC       -   246,920.      786,970.      MT  (+/- 180 meters Scaled)
 EY1699
 EY1699                          SUPERSEDED SURVEY CONTROL
 EY1699
 EY1699  NGVD 29 (??/??/92)   10.221  (m)           33.53   (f) ADJ UNCH    2 2
 EY1699
 EY1699.Superseded values are not recommended for survey control.
 EY1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1699.See file dsdata.txt to determine how the superseded data were derived.
 EY1699
 EY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE166814(NAD 83)
 EY1699_MARKER: DD = SURVEY DISK
 EY1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1699_STAMPING: BER-46 1975
 EY1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1699+STABILITY: SURFACE MOTION
 EY1699
 EY1699  HISTORY     - Date     Condition        Report By
 EY1699  HISTORY     - 1975     MONUMENTED       NCGS
 EY1699
 EY1699                          STATION DESCRIPTION
 EY1699
 EY1699'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1699'5.2 MI WSW FROM WINDSOR.
 EY1699'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106
 EY1699'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1699'NORTHWESTERLY ALONG SR 1106 FOR 3.75 MILES TO SR 1100 AND STATION ON
 EY1699'RIGHT IN NE QUADRANT OF T INTERSECTION.  44.8 FT. ESE OF C/L OF SR
 EY1699'1100, 64.9 FT. NE OF C/L OF SR 1106, 76.3 FT. ENE OF C/L OF
 EY1699'INTERSECTION OF SR 1100 WITH SR 1106, 4.0 FT. NNE OF PP NO. S 381 54 4
 EY1699'WITH ALUMINUM REF. TAG, 8.9 FT. SSW OF BRACE POLE WITH ALUMINUM REF.
 EY1699'TAG, AND 13.6 FT. NW OF ALUMINUM REF. TAG ON BRACE POLE.  DISK IS SET
 EY1699'IN TOP OF CONCRETE PRECAST MONUMENT, PROJECTING 1 INCH ABOVE THE
 EY1699'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1698 ***********************************************************************
 EY1698  DESIGNATION -  BER 47
 EY1698  PID         -  EY1698
 EY1698  STATE/COUNTY-  NC/BERTIE
 EY1698  USGS QUAD   -  QUITSNA (1981)
 EY1698
 EY1698                         *CURRENT SURVEY CONTROL
 EY1698  ___________________________________________________________________
 EY1698* NAD 83(1986)-  35 56 40.     (N)    077 01 42.     (W)     SCALED    
 EY1698* NAVD 88     -         8.551  (meters)      28.05   (feet)  ADJUSTED  
 EY1698  ___________________________________________________________________
 EY1698  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 EY1698  DYNAMIC HT  -           8.544 (meters)      28.03  (feet)  COMP
 EY1698  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 EY1698
 EY1698  VERT ORDER  -  SECOND    CLASS II
 EY1698
 EY1698.The horizontal coordinates were scaled from a topographic map and have
 EY1698.an estimated accuracy of +/- 6 seconds.
 EY1698
 EY1698.The orthometric height was determined by differential leveling
 EY1698.and adjusted in June 1991.
 EY1698
 EY1698.The geoid height was determined by GEOID03.
 EY1698
 EY1698.The dynamic height is computed by dividing the NAVD 88
 EY1698.geopotential number by the normal gravity value computed on the
 EY1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1698.degrees latitude (g = 980.6199 gals.).
 EY1698
 EY1698.The modeled gravity was interpolated from observed gravity values.
 EY1698
 EY1698;                    North         East    Units  Estimated Accuracy
 EY1698;SPC NC       -   245,200.      787,480.      MT  (+/- 180 meters Scaled)
 EY1698
 EY1698                          SUPERSEDED SURVEY CONTROL
 EY1698
 EY1698  NGVD 29 (??/??/92)    8.884  (m)           29.15   (f) ADJ UNCH    2 2
 EY1698
 EY1698.Superseded values are not recommended for survey control.
 EY1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1698.See file dsdata.txt to determine how the superseded data were derived.
 EY1698
 EY1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE170796(NAD 83)
 EY1698_MARKER: DD = SURVEY DISK
 EY1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1698_STAMPING: BER-47 1975
 EY1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1698+STABILITY: SURFACE MOTION
 EY1698
 EY1698  HISTORY     - Date     Condition        Report By
 EY1698  HISTORY     - 1975     MONUMENTED       NCGS
 EY1698  HISTORY     - 19950508 POOR             USPSQD
 EY1698
 EY1698                          STATION DESCRIPTION
 EY1698
 EY1698'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1698'5.2 MI SW FROM WINDSOR.
 EY1698'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1698'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1698'NORTHWESTERLY ALONG SR 1106 FOR 2.1 MILES TO STATION ON LEFT,
 EY1698'APPROXIMATELY 100 FEET NW OF A ONE STORY WHITE FRAME HOUSE (LEWIS BOND
 EY1698'RESIDENCE), AND 1.65 MILES SE OF T-INTERSECTION WITH SR 1100. 31.8 FT.
 EY1698'WNW OF C/L OF SR 1106, 1.5 FT. SSW OF TELEPHONE PEDESTAL, 26.5 FT. NNE
 EY1698'OF 10 IN. TWIN TRUNK OAK WITH ALUMINUM REF. TAG, AND 10.6 FT. SSE OF
 EY1698'12 IN. OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EY1698'PRECAST MONUMENT, PROJECTING 8 INCHES ABOVE THE GROUND.
 EY1698
 EY1698                          STATION RECOVERY (1995)
 EY1698
 EY1698'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1698'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1697 ***********************************************************************
 EY1697  DESIGNATION -  BER 48
 EY1697  PID         -  EY1697
 EY1697  STATE/COUNTY-  NC/BERTIE
 EY1697  USGS QUAD   -  QUITSNA (1981)
 EY1697
 EY1697                         *CURRENT SURVEY CONTROL
 EY1697  ___________________________________________________________________
 EY1697* NAD 83(1986)-  35 56 13.     (N)    077 00 47.     (W)     SCALED    
 EY1697* NAVD 88     -         8.276  (meters)      27.15   (feet)  ADJUSTED  
 EY1697  ___________________________________________________________________
 EY1697  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EY1697  DYNAMIC HT  -           8.269 (meters)      27.13  (feet)  COMP
 EY1697  MODELED GRAV-     979,820.2   (mgal)                       NAVD 88
 EY1697
 EY1697  VERT ORDER  -  SECOND    CLASS II
 EY1697
 EY1697.The horizontal coordinates were scaled from a topographic map and have
 EY1697.an estimated accuracy of +/- 6 seconds.
 EY1697
 EY1697.The orthometric height was determined by differential leveling
 EY1697.and adjusted in June 1991.
 EY1697
 EY1697.The geoid height was determined by GEOID03.
 EY1697
 EY1697.The dynamic height is computed by dividing the NAVD 88
 EY1697.geopotential number by the normal gravity value computed on the
 EY1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1697.degrees latitude (g = 980.6199 gals.).
 EY1697
 EY1697.The modeled gravity was interpolated from observed gravity values.
 EY1697
 EY1697;                    North         East    Units  Estimated Accuracy
 EY1697;SPC NC       -   244,400.      788,870.      MT  (+/- 180 meters Scaled)
 EY1697
 EY1697                          SUPERSEDED SURVEY CONTROL
 EY1697
 EY1697  NGVD 29 (??/??/92)    8.608  (m)           28.24   (f) ADJ UNCH    2 2
 EY1697
 EY1697.Superseded values are not recommended for survey control.
 EY1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1697.See file dsdata.txt to determine how the superseded data were derived.
 EY1697
 EY1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE184788(NAD 83)
 EY1697_MARKER: DD = SURVEY DISK
 EY1697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1697_SP_SET: DRIVEWAY
 EY1697_STAMPING: BER-48 1975
 EY1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1697
 EY1697  HISTORY     - Date     Condition        Report By
 EY1697  HISTORY     - 1975     MONUMENTED       NCGS
 EY1697  HISTORY     - 19950508 GOOD             USPSQD
 EY1697
 EY1697                          STATION DESCRIPTION
 EY1697
 EY1697'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1697'5.4 MI SW FROM WINDSOR.
 EY1697'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1106,
 EY1697'APPROXIMATELY MIDWAY BETWEEN WINDSOR AND WILLIAMSTON, PROCEED
 EY1697'NORTHWESTERLY ALONG SR 1106 FOR 1.0 MILE TO STATION ON LEFT IN SE
 EY1697'CORNER OF A CONCRETE DRIVEWAY LEADING WSW TO SPELLER RESIDENCE.  32.6
 EY1697'FT. WSW OF C/L OF SR 1106, 49.2 FT. NE OF CENTER OF FRONT DOOR TO
 EY1697'SPELLER RESIDENCE, AND 65.9 FT. SSE OF PP NO. 5 381 54 35 WITH
 EY1697'TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN
 EY1697'CONCRETE DRIVEWAY.
 EY1697
 EY1697                          STATION RECOVERY (1995)
 EY1697
 EY1697'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1691 ***********************************************************************
 EY1691  DESIGNATION -  BER 49
 EY1691  PID         -  EY1691
 EY1691  STATE/COUNTY-  NC/BERTIE
 EY1691  USGS QUAD   -  QUITSNA (1981)
 EY1691
 EY1691                         *CURRENT SURVEY CONTROL
 EY1691  ___________________________________________________________________
 EY1691* NAD 83(2001)-  35 54 42.65285(N)    077 00 38.41209(W)     ADJUSTED  
 EY1691* NAVD 88     -         8.364  (meters)      27.44   (feet)  ADJUSTED  
 EY1691  ___________________________________________________________________
 EY1691  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 EY1691  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EY1691  DYNAMIC HT  -           8.357 (meters)      27.42  (feet)  COMP
 EY1691  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 EY1691
 EY1691  HORZ ORDER  -  SECOND
 EY1691  VERT ORDER  -  SECOND    CLASS II
 EY1691
 EY1691.The horizontal coordinates were established by classical geodetic methods
 EY1691.and adjusted by the National Geodetic Survey in August 2005.
 EY1691
 EY1691.The orthometric height was determined by differential leveling
 EY1691.and adjusted in June 1991.
 EY1691
 EY1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1691
 EY1691.The geoid height was determined by GEOID03.
 EY1691
 EY1691.The dynamic height is computed by dividing the NAVD 88
 EY1691.geopotential number by the normal gravity value computed on the
 EY1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1691.degrees latitude (g = 980.6199 gals.).
 EY1691
 EY1691.The modeled gravity was interpolated from observed gravity values.
 EY1691
 EY1691;                    North         East     Units Scale Factor Converg.
 EY1691;SPC NC       -   241,619.066   789,142.951   MT  0.99993884   +1 08 53.5
 EY1691;SPC NC       -   792,711.89  2,589,046.50   sFT  0.99993884   +1 08 53.5
 EY1691;UTM  18      - 3,976,038.846   318,569.909   MT  1.00000562   -1 10 46.8
 EY1691
 EY1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1691!SPC NC       -   1.00000433  x   0.99993884  =   0.99994317
 EY1691!UTM  18      -   1.00000433  x   1.00000562  =   1.00000995
 EY1691
 EY1691                          SUPERSEDED SURVEY CONTROL
 EY1691
 EY1691  NAD 83(1986)-  35 54 42.66322(N)    077 00 38.42535(W) AD(       ) 2
 EY1691  NGVD 29 (??/??/92)    8.692  (m)           28.52   (f) ADJ UNCH    2 2
 EY1691
 EY1691.Superseded values are not recommended for survey control.
 EY1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1691.See file dsdata.txt to determine how the superseded data were derived.
 EY1691
 EY1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1857076039(NAD 83)
 EY1691_MARKER: DD = SURVEY DISK
 EY1691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1691_SP_SET: TRAFFIC ISLAND
 EY1691_STAMPING: BER-49 1975
 EY1691_MARK LOGO: NCGS  
 EY1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1691
 EY1691  HISTORY     - Date     Condition        Report By
 EY1691  HISTORY     - 1975     MONUMENTED       NCGS
 EY1691  HISTORY     - 1980     GOOD             NCGS
 EY1691  HISTORY     - 1980     GOOD             NCGS
 EY1691  HISTORY     - 19950508 GOOD             USPSQD
 EY1691
 EY1691                          STATION DESCRIPTION
 EY1691
 EY1691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1691'4.7 MI NNE FROM WILLIAMSTON.
 EY1691'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US
 EY1691'17 BUSINESS AT ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON,
 EY1691'PROCEED NNE ALONG US 13 AND US 17 FOR 4.1 MILES TO SR 1521 (SE), AND
 EY1691'STATION ON RIGHT IN NW END OF THE TRAFFIC ISLAND IN MEDIAN OF SR 1521.
 EY1691'39.6 FT. ESE OF C/L OF US 13 AND US 17 NORTH BOUND, 26.0 FT. ENE OF
 EY1691'NORTHERNMOST POINT OF TRIANGULAR SHAPED CONCRETE ISLAND (SOUTH OF SR
 EY1691'1521), 80.7 FT. WEST OF 10 IN. PINE WITH ALUMINUM REF. TAG, AND 100.2
 EY1691'FT. NORTH OF TP NO. 1047 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN
 EY1691'DRILL HOLE IN CONCRETE TRAFFIC ISLAND.
 EY1691
 EY1691                          STATION RECOVERY (1980)
 EY1691
 EY1691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1691'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF
 EY1691'WILLIAMSTON AND 6.8 MILES SOUTHWEST OF WINDSOR.
 EY1691'
 EY1691'TO REACH THE STATION FROM THE SOUTHWEST END OF THE US 17-US 13 BRIDGE
 EY1691'OVER THE ROANOKE RIVER IN WILLIAMSTON, PROCEED NORTHERLY ALONG
 EY1691'US 17-US 13 FOR 4.1 MILES TO STATION ON THE RIGHT AT SR 1521, IN THE
 EY1691'NORTHWEST END OF CONCRETE TRAFFIC ISLAND.
 EY1691'
 EY1691'STATION IS A NCGS BENCH MARK DISK STAMPED---BER 49 1975---SET FLUSH IN
 EY1691'DRILL HOLE.  MARK IS 39.6 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH
 EY1691'BOUND LANES OF HIGHWAY, 26.0 FEET EAST-NORTHEAST OF NORTHERNMOST POINT
 EY1691'OF TRIANGULAR SHAPED CONCRETE ISLAND, 80.7 FEET WEST OF 10 INCH PINE
 EY1691'WITH REFERENCE TAG AND 100.2 FEET NORTH OF TELEPHONE POLE 1047 WITH
 EY1691'REFERENCE TAG.
 EY1691
 EY1691                          STATION RECOVERY (1980)
 EY1691
 EY1691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1691'6.8 MILES SOUTHWEST OF WINDSOR, AND
 EY1691'4.1 MILES NORTHERLY ALONG US 17/US 13 FROM THE SOUTHWEST END OF THE
 EY1691'ROANOKE RIVER IN WILLIAMSTON, ON THE RIGHT AT SR 1521, IN THE
 EY1691'NORTHWEST END OF CONCRETE TRAFFIC ISLAND, 39.6 FEET EAST-SOUTHEAST OF
 EY1691'CENTERLINE OF NORTH BOUND LANES OF HIGHWAY, 26.0 FEET EAST-SOUTHEAST
 EY1691'OF NORTHERNMOST POINT OF TRIANGULAR SHAPED CONCRETE ISLAND, 80.7 FEET
 EY1691'WEST OF 10 INCH PINE WITH REFERENCE TAG AND 100.2 FEET NORTH OF
 EY1691'TELEPHONE POLE 1047 WITH REFERENCE TAG.
 EY1691'THE MARK IS 1 FT ABOVE HIGHWAY.
 EY1691
 EY1691                          STATION RECOVERY (1995)
 EY1691
 EY1691'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2089 ***********************************************************************
 FX2089  DESIGNATION -  BER 5
 FX2089  PID         -  FX2089
 FX2089  STATE/COUNTY-  NC/BERTIE
 FX2089  USGS QUAD   -  COLERAIN (1982)
 FX2089
 FX2089                         *CURRENT SURVEY CONTROL
 FX2089  ___________________________________________________________________
 FX2089* NAD 83(1986)-  36 10 29.     (N)    076 46 37.     (W)     SCALED    
 FX2089* NAVD 88     -        18.682  (meters)      61.29   (feet)  ADJUSTED  
 FX2089  ___________________________________________________________________
 FX2089  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 FX2089  DYNAMIC HT  -          18.666 (meters)      61.24  (feet)  COMP
 FX2089  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 FX2089
 FX2089  VERT ORDER  -  SECOND    CLASS II
 FX2089
 FX2089.The horizontal coordinates were scaled from a topographic map and have
 FX2089.an estimated accuracy of +/- 6 seconds.
 FX2089
 FX2089.The orthometric height was determined by differential leveling
 FX2089.and adjusted in June 1991.
 FX2089
 FX2089.The geoid height was determined by GEOID03.
 FX2089
 FX2089.The dynamic height is computed by dividing the NAVD 88
 FX2089.geopotential number by the normal gravity value computed on the
 FX2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2089.degrees latitude (g = 980.6199 gals.).
 FX2089
 FX2089.The modeled gravity was interpolated from observed gravity values.
 FX2089
 FX2089;                    North         East    Units  Estimated Accuracy
 FX2089;SPC NC       -   271,230.      809,580.      MT  (+/- 180 meters Scaled)
 FX2089
 FX2089                          SUPERSEDED SURVEY CONTROL
 FX2089
 FX2089  NGVD 29 (??/??/92)   19.014  (m)           62.38   (f) ADJ UNCH    2 2
 FX2089
 FX2089.Superseded values are not recommended for survey control.
 FX2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2089.See file dsdata.txt to determine how the superseded data were derived.
 FX2089
 FX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF401047(NAD 83)
 FX2089_MARKER: DB = BENCH MARK DISK
 FX2089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FX2089_SP_SET: ABANDONED GAS PUMP BASE
 FX2089_STAMPING: BER 5 1974
 FX2089_MARK LOGO: NCGS  
 FX2089_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2089
 FX2089  HISTORY     - Date     Condition        Report By
 FX2089  HISTORY     - 1974     MONUMENTED       NCGS
 FX2089
 FX2089                          STATION DESCRIPTION
 FX2089
 FX2089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2089'1.7 MILES SOUTH OF COLERAIN.
 FX2089'TO REACH STATION FROM NC 45 WITH NC 350 IN COLERAIN, PROCEED SOUTH
 FX2089'ALONG NC 45 FOR 1.7 MILES (2.7 KM) TO SR 1001 (WEST) AT GOOSE POND
 FX2089'COMMUNITY AND STATION ON RIGHT IN SW QUADRANT OF INTERSECTION, IN
 FX2089'CENTER OF AN ABANDONED GAS PUMP BASE ON PROPERTY OF BILL JUSTUS, 59.2
 FX2089'FT WNW OF C/L OF NC 45, 117.7 FT SOUTH OF C/L OF SR 1001, 18.1 FT
 FX2089'NORTH OF SERVICE POLE 35611 WITH LAMP AND ALUMINUM REF. TAG AND 112.6
 FX2089'FT SW OF PP 593 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL
 FX2089'HOLE IN CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1689 ***********************************************************************
 EY1689  DESIGNATION -  BER 50
 EY1689  PID         -  EY1689
 EY1689  STATE/COUNTY-  NC/BERTIE
 EY1689  USGS QUAD   -  QUITSNA (1981)
 EY1689
 EY1689                         *CURRENT SURVEY CONTROL
 EY1689  ___________________________________________________________________
 EY1689* NAD 83(1986)-  35 53 29.     (N)    077 01 07.     (W)     SCALED    
 EY1689* NAVD 88     -         5.689  (meters)      18.66   (feet)  ADJUSTED  
 EY1689  ___________________________________________________________________
 EY1689  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 EY1689  DYNAMIC HT  -           5.684 (meters)      18.65  (feet)  COMP
 EY1689  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 EY1689
 EY1689  VERT ORDER  -  SECOND    CLASS II
 EY1689
 EY1689.The horizontal coordinates were scaled from a topographic map and have
 EY1689.an estimated accuracy of +/- 6 seconds.
 EY1689
 EY1689.The orthometric height was determined by differential leveling
 EY1689.and adjusted in June 1991.
 EY1689
 EY1689.The geoid height was determined by GEOID03.
 EY1689
 EY1689.The dynamic height is computed by dividing the NAVD 88
 EY1689.geopotential number by the normal gravity value computed on the
 EY1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1689.degrees latitude (g = 980.6199 gals.).
 EY1689
 EY1689.The modeled gravity was interpolated from observed gravity values.
 EY1689
 EY1689;                    North         East    Units  Estimated Accuracy
 EY1689;SPC NC       -   239,340.      788,470.      MT  (+/- 180 meters Scaled)
 EY1689
 EY1689                          SUPERSEDED SURVEY CONTROL
 EY1689
 EY1689  NGVD 29 (??/??/92)    6.016  (m)           19.74   (f) ADJ UNCH    2 2
 EY1689
 EY1689.Superseded values are not recommended for survey control.
 EY1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1689.See file dsdata.txt to determine how the superseded data were derived.
 EY1689
 EY1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE178737(NAD 83)
 EY1689_MARKER: DD = SURVEY DISK
 EY1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1689_SP_SET: BRIDGE
 EY1689_STAMPING: BER-50 1975
 EY1689_MARK LOGO: NCGS  
 EY1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1689
 EY1689  HISTORY     - Date     Condition        Report By
 EY1689  HISTORY     - 1975     MONUMENTED       NCGS
 EY1689  HISTORY     - 1980     GOOD             NCGS
 EY1689  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 EY1689
 EY1689                          STATION DESCRIPTION
 EY1689
 EY1689'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1689'3.5 MI NE FROM WILLIAMSTON.
 EY1689'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US
 EY1689'17 BUSINESS, AT ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON,
 EY1689'PROCEED NE ALONG US 13 AND US 17 FOR 2.6 MILES TO STATION ON LEFT,
 EY1689'ACROSS MEDIAN, IN THE NE WINGWALL OF SOUTH BOUND BRIDGE OVER CONINE
 EY1689'CREEK.  15.1 FT. SE OF C/L OF US 13 AND US 17 SOUTH BOUND LANE, 0.6
 EY1689'FT. NW OF END OF WINGWALL, AND 7.1 FT. SOUTH OF SECOND METAL GUARD
 EY1689'RAIL POST FROM NORTHEASTERNMOST END OF BRIDGE.  DISK IS SET FLUSH IN
 EY1689'DRILL HOLE IN CONCRETE WINGWALL.
 EY1689
 EY1689                          STATION RECOVERY (1980)
 EY1689
 EY1689'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1689'RECOVERED IN GOOD CONDITION.
 EY1689
 EY1689                          STATION RECOVERY (1995)
 EY1689
 EY1689'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1688 ***********************************************************************
 EY1688  DESIGNATION -  BER 50 RM
 EY1688  PID         -  EY1688
 EY1688  STATE/COUNTY-  NC/BERTIE
 EY1688  USGS QUAD   -  QUITSNA (1981)
 EY1688
 EY1688                         *CURRENT SURVEY CONTROL
 EY1688  ___________________________________________________________________
 EY1688* NAD 83(1986)-  35 53 25.     (N)    077 01 11.     (W)     SCALED    
 EY1688* NAVD 88     -         5.110  (meters)      16.77   (feet)  ADJUSTED  
 EY1688  ___________________________________________________________________
 EY1688  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 EY1688  DYNAMIC HT  -           5.106 (meters)      16.75  (feet)  COMP
 EY1688  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 EY1688
 EY1688  VERT ORDER  -  SECOND    CLASS II
 EY1688
 EY1688.The horizontal coordinates were scaled from a topographic map and have
 EY1688.an estimated accuracy of +/- 6 seconds.
 EY1688
 EY1688.The orthometric height was determined by differential leveling
 EY1688.and adjusted in June 1991.
 EY1688
 EY1688.The geoid height was determined by GEOID03.
 EY1688
 EY1688.The dynamic height is computed by dividing the NAVD 88
 EY1688.geopotential number by the normal gravity value computed on the
 EY1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1688.degrees latitude (g = 980.6199 gals.).
 EY1688
 EY1688.The modeled gravity was interpolated from observed gravity values.
 EY1688
 EY1688;                    North         East    Units  Estimated Accuracy
 EY1688;SPC NC       -   239,210.      788,370.      MT  (+/- 180 meters Scaled)
 EY1688
 EY1688                          SUPERSEDED SURVEY CONTROL
 EY1688
 EY1688  NGVD 29 (??/??/92)    5.438  (m)           17.84   (f) ADJ UNCH    2 2
 EY1688
 EY1688.Superseded values are not recommended for survey control.
 EY1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1688.See file dsdata.txt to determine how the superseded data were derived.
 EY1688
 EY1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE177736(NAD 83)
 EY1688_MARKER: Q = CHISELED SQUARE
 EY1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1688_SP_SET: BRIDGE RAIL
 EY1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1688
 EY1688  HISTORY     - Date     Condition        Report By
 EY1688  HISTORY     - UNK      MONUMENTED       NCGS
 EY1688  HISTORY     - 1975     GOOD             NCGS
 EY1688  HISTORY     - 19950508 GOOD             USPSQD
 EY1688
 EY1688                          STATION DESCRIPTION
 EY1688
 EY1688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1688'3.2 MI NE FROM WILLIAMSTON.
 EY1688'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US
 EY1688'17 BUSINESS AT THE ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON,
 EY1688'PROCEED NE ALONG US 13 AND US 17 FOR 2.45 MILES TO STATION ON RIGHT AT
 EY1688'THE SE CORNER OF THE NORTH BOUND LANE BRIDGE, IN TOP OF THE SOUTH END
 EY1688'OF THE EAST BRIDGE RAIL.  MARK IS A CHISELED SQUARE IN CORNER OF
 EY1688'CONCRETE BRIDGE RAIL.
 EY1688
 EY1688                          STATION RECOVERY (1995)
 EY1688
 EY1688'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1686 ***********************************************************************
 EY1686  DESIGNATION -  BER 51
 EY1686  PID         -  EY1686
 EY1686  STATE/COUNTY-  NC/BERTIE
 EY1686  USGS QUAD   -  QUITSNA (1981)
 EY1686
 EY1686                         *CURRENT SURVEY CONTROL
 EY1686  ___________________________________________________________________
 EY1686* NAD 83(1986)-  35 52 33.     (N)    077 01 48.     (W)     SCALED    
 EY1686* NAVD 88     -         5.539  (meters)      18.17   (feet)  ADJUSTED  
 EY1686  ___________________________________________________________________
 EY1686  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 EY1686  DYNAMIC HT  -           5.534 (meters)      18.16  (feet)  COMP
 EY1686  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 EY1686
 EY1686  VERT ORDER  -  SECOND    CLASS II
 EY1686
 EY1686.The horizontal coordinates were scaled from a topographic map and have
 EY1686.an estimated accuracy of +/- 6 seconds.
 EY1686
 EY1686.The orthometric height was determined by differential leveling
 EY1686.and adjusted in June 1991.
 EY1686
 EY1686.The geoid height was determined by GEOID03.
 EY1686
 EY1686.The dynamic height is computed by dividing the NAVD 88
 EY1686.geopotential number by the normal gravity value computed on the
 EY1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1686.degrees latitude (g = 980.6199 gals.).
 EY1686
 EY1686.The modeled gravity was interpolated from observed gravity values.
 EY1686
 EY1686;                    North         East    Units  Estimated Accuracy
 EY1686;SPC NC       -   237,590.      787,480.      MT  (+/- 180 meters Scaled)
 EY1686
 EY1686                          SUPERSEDED SURVEY CONTROL
 EY1686
 EY1686  NGVD 29 (??/??/92)    5.866  (m)           19.25   (f) ADJ UNCH    2 2
 EY1686
 EY1686.Superseded values are not recommended for survey control.
 EY1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1686.See file dsdata.txt to determine how the superseded data were derived.
 EY1686
 EY1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE167720(NAD 83)
 EY1686_MARKER: DD = SURVEY DISK
 EY1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1686_SP_SET: BRIDGE
 EY1686_STAMPING: BER-51 1975
 EY1686_MARK LOGO: NCGS  
 EY1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1686
 EY1686  HISTORY     - Date     Condition        Report By
 EY1686  HISTORY     - 1975     MONUMENTED       NCGS
 EY1686  HISTORY     - 1980     GOOD             NCGS
 EY1686  HISTORY     - 19950508 GOOD             USPSQD
 EY1686
 EY1686                          STATION DESCRIPTION
 EY1686
 EY1686'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1686'2.2 MI NE FROM WILLIAMSTON.
 EY1686'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US
 EY1686'17 BUSINESS AT ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON,
 EY1686'PROCEED NE ALONG US 13 AND US 17 FOR 1.3 MILES TO STATION ON LEFT,
 EY1686'ACROSS MEDIAN IN TOP OF NE WINGWALL OF SOUTH BOUND BRIDGE (ROANOKE
 EY1686'RIVER OVERFLOW BRIDGE NO.1).  15.9 FT. ESE OF C/L OF US 13 AND US 17
 EY1686'SOUTHBOUND, AND 0.6 FT. WEST OF EAST END OF WINGWALL.  DISK IS SET
 EY1686'FLUSH IN DRILL HOLE IN TOP OF CONCRETE WINGWALL.
 EY1686
 EY1686                          STATION RECOVERY (1980)
 EY1686
 EY1686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1686'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 EY1686'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1686
 EY1686                          STATION RECOVERY (1995)
 EY1686
 EY1686'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1685 ***********************************************************************
 EY1685  DESIGNATION -  BER 51 RM
 EY1685  PID         -  EY1685
 EY1685  STATE/COUNTY-  NC/BERTIE
 EY1685  USGS QUAD   -  QUITSNA (1981)
 EY1685
 EY1685                         *CURRENT SURVEY CONTROL
 EY1685  ___________________________________________________________________
 EY1685* NAD 83(1986)-  35 52 33.     (N)    077 01 48.     (W)     SCALED    
 EY1685* NAVD 88     -         5.135  (meters)      16.85   (feet)  ADJUSTED  
 EY1685  ___________________________________________________________________
 EY1685  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 EY1685  DYNAMIC HT  -           5.131 (meters)      16.83  (feet)  COMP
 EY1685  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 EY1685
 EY1685  VERT ORDER  -  SECOND    CLASS II
 EY1685
 EY1685.The horizontal coordinates were scaled from a topographic map and have
 EY1685.an estimated accuracy of +/- 6 seconds.
 EY1685
 EY1685.The orthometric height was determined by differential leveling
 EY1685.and adjusted in June 1991.
 EY1685
 EY1685.The geoid height was determined by GEOID03.
 EY1685
 EY1685.The dynamic height is computed by dividing the NAVD 88
 EY1685.geopotential number by the normal gravity value computed on the
 EY1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1685.degrees latitude (g = 980.6199 gals.).
 EY1685
 EY1685.The modeled gravity was interpolated from observed gravity values.
 EY1685
 EY1685;                    North         East    Units  Estimated Accuracy
 EY1685;SPC NC       -   237,590.      787,480.      MT  (+/- 180 meters Scaled)
 EY1685
 EY1685                          SUPERSEDED SURVEY CONTROL
 EY1685
 EY1685  NGVD 29 (??/??/92)    5.462  (m)           17.92   (f) ADJ UNCH    2 2
 EY1685
 EY1685.Superseded values are not recommended for survey control.
 EY1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1685.See file dsdata.txt to determine how the superseded data were derived.
 EY1685
 EY1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE167720(NAD 83)
 EY1685_MARKER: Q = CHISELED SQUARE
 EY1685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1685_SP_SET: BRIDGE RAIL
 EY1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1685
 EY1685  HISTORY     - Date     Condition        Report By
 EY1685  HISTORY     - UNK      MONUMENTED       NCGS
 EY1685  HISTORY     - 1975     GOOD             NCGS
 EY1685  HISTORY     - 19950508 GOOD             USPSQD
 EY1685
 EY1685                          STATION DESCRIPTION
 EY1685
 EY1685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1685'2.1 MI NE FROM WILLIAMSTON.
 EY1685'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 BYPASS WITH US
 EY1685'17 BUSINESS AT THE ROANOKE RIVER BRIDGE IN NE SECTION OF WILLIAMSTON,
 EY1685'PROCEED NE ALONG US 13 AND US 17 FOR 1.3 MILES TO STATION ON RIGHT AT
 EY1685'THE SE CORNER OF THE NORTH BOUND LANE BRIDGE, IN TOP OF THE SOUTH END
 EY1685'OF THE EAST BRIDGE RAIL.  MARK IS A CHISELED SQUARE IN CORNER OF
 EY1685'CONCRETE BRIDGE RAIL.
 EY1685
 EY1685                          STATION RECOVERY (1995)
 EY1685
 EY1685'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1684 ***********************************************************************
 EY1684  DESIGNATION -  BER 52
 EY1684  PID         -  EY1684
 EY1684  STATE/COUNTY-  NC/BERTIE
 EY1684  USGS QUAD   -  WILLIAMSTON (1982)
 EY1684
 EY1684                         *CURRENT SURVEY CONTROL
 EY1684  ___________________________________________________________________
 EY1684* NAD 83(2001)-  35 51 38.11586(N)    077 02 23.08436(W)     NO CHECK  
 EY1684* NAVD 88     -         6.466  (meters)      21.21   (feet)  ADJUSTED  
 EY1684  ___________________________________________________________________
 EY1684  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EY1684  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EY1684  DYNAMIC HT  -           6.461 (meters)      21.20  (feet)  COMP
 EY1684  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 EY1684
 EY1684  HORZ ORDER  -  SECOND
 EY1684  VERT ORDER  -  SECOND    CLASS II
 EY1684
 EY1684.The horizontal coordinates were established by classical geodetic methods
 EY1684.and adjusted by the National Geodetic Survey in August 2005.
 EY1684.No horizontal observational check was made to the station.
 EY1684
 EY1684.The orthometric height was determined by differential leveling
 EY1684.and adjusted in June 1991.
 EY1684.WARNING-Repeat measurements at this control monument indicate possible
 EY1684.vertical movement.
 EY1684
 EY1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1684
 EY1684.The geoid height was determined by GEOID03.
 EY1684
 EY1684.The dynamic height is computed by dividing the NAVD 88
 EY1684.geopotential number by the normal gravity value computed on the
 EY1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1684.degrees latitude (g = 980.6199 gals.).
 EY1684
 EY1684.The modeled gravity was interpolated from observed gravity values.
 EY1684
 EY1684;                    North         East     Units Scale Factor Converg.
 EY1684;SPC NC       -   235,880.668   786,631.448   MT  0.99992894   +1 07 53.0
 EY1684;SPC NC       -   773,885.16  2,580,806.68   sFT  0.99992894   +1 07 53.0
 EY1684;UTM  18      - 3,970,406.727   315,827.245   MT  1.00001798   -1 11 42.9
 EY1684
 EY1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1684!SPC NC       -   1.00000463  x   0.99992894  =   0.99993357
 EY1684!UTM  18      -   1.00000463  x   1.00001798  =   1.00002261
 EY1684
 EY1684                          SUPERSEDED SURVEY CONTROL
 EY1684
 EY1684  NAD 83(1986)-  35 51 38.12566(N)    077 02 23.09679(W) AD(       ) 2
 EY1684  NGVD 29 (??/??/92)    6.814  (m)           22.36   (f) ADJ UNCH    2 2
 EY1684
 EY1684.Superseded values are not recommended for survey control.
 EY1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1684.See file dsdata.txt to determine how the superseded data were derived.
 EY1684
 EY1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1582770407(NAD 83)
 EY1684_MARKER: DD = SURVEY DISK
 EY1684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1684_SP_SET: WALKWAY
 EY1684_STAMPING: BER-52 1975
 EY1684_MARK LOGO: NCGS  
 EY1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1684
 EY1684  HISTORY     - Date     Condition        Report By
 EY1684  HISTORY     - 1975     MONUMENTED       NCGS
 EY1684  HISTORY     - 1980     GOOD             NCGS
 EY1684  HISTORY     - 1987     GOOD             USPSQD
 EY1684  HISTORY     - 1989     GOOD             USPSQD
 EY1684  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 EY1684
 EY1684                          STATION DESCRIPTION
 EY1684
 EY1684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1684'IN WILLIAMSTON.
 EY1684'STATION IS ON THE BERTIE COUNTY SIDE (NE) OF THE ROANOKE RIVER BRIDGE,
 EY1684'IN THE NW CONCRETE WALKWAY AT THE BRIDGE CONTROL HOUSE, APPROXIMATELY
 EY1684'250 FEET NE OF AND ACROSS RIVER FROM THE INTERSECTION US 13 AND US 17
 EY1684'BYPASS WITH US 17 BUSINESS.  13.8 FT. NW OF C/L OF US 13 AND US 17,
 EY1684'AND 2.7 FT. EAST OF NE CORNER OF THE CONTROL HOUSE. DISK IS SET FLUSH
 EY1684'IN DRILL HOLE IN TOP OF CONCRETE WALKWAY.
 EY1684
 EY1684                          STATION RECOVERY (1980)
 EY1684
 EY1684'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1684'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 EY1684'THE MARK IS 1 FT ABOVE HIGHWAY.
 EY1684
 EY1684                          STATION RECOVERY (1987)
 EY1684
 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EY1684'RECOVERED IN GOOD CONDITION.
 EY1684
 EY1684                          STATION RECOVERY (1989)
 EY1684
 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY1684'RECOVERED IN GOOD CONDITION.
 EY1684
 EY1684                          STATION RECOVERY (1995)
 EY1684
 EY1684'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1696 ***********************************************************************
 EY1696  DESIGNATION -  BER 53
 EY1696  PID         -  EY1696
 EY1696  STATE/COUNTY-  NC/BERTIE
 EY1696  USGS QUAD   -  QUITSNA (1981)
 EY1696
 EY1696                         *CURRENT SURVEY CONTROL
 EY1696  ___________________________________________________________________
 EY1696* NAD 83(1986)-  35 54 54.     (N)    077 01 34.     (W)     SCALED    
 EY1696* NAVD 88     -         9.399  (meters)      30.84   (feet)  ADJUSTED  
 EY1696  ___________________________________________________________________
 EY1696  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 EY1696  DYNAMIC HT  -           9.392 (meters)      30.81  (feet)  COMP
 EY1696  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 EY1696
 EY1696  VERT ORDER  -  SECOND    CLASS II
 EY1696
 EY1696.The horizontal coordinates were scaled from a topographic map and have
 EY1696.an estimated accuracy of +/- 6 seconds.
 EY1696
 EY1696.The orthometric height was determined by differential leveling
 EY1696.and adjusted in June 1991.
 EY1696
 EY1696.The geoid height was determined by GEOID03.
 EY1696
 EY1696.The dynamic height is computed by dividing the NAVD 88
 EY1696.geopotential number by the normal gravity value computed on the
 EY1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1696.degrees latitude (g = 980.6199 gals.).
 EY1696
 EY1696.The modeled gravity was interpolated from observed gravity values.
 EY1696
 EY1696;                    North         East    Units  Estimated Accuracy
 EY1696;SPC NC       -   241,940.      787,740.      MT  (+/- 180 meters Scaled)
 EY1696
 EY1696                          SUPERSEDED SURVEY CONTROL
 EY1696
 EY1696  NGVD 29 (??/??/92)    9.731  (m)           31.93   (f) ADJ UNCH    2 2
 EY1696
 EY1696.Superseded values are not recommended for survey control.
 EY1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1696.See file dsdata.txt to determine how the superseded data were derived.
 EY1696
 EY1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE171764(NAD 83)
 EY1696_MARKER: DD = SURVEY DISK
 EY1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1696_STAMPING: BER-53 1975
 EY1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1696+STABILITY: SURFACE MOTION
 EY1696
 EY1696  HISTORY     - Date     Condition        Report By
 EY1696  HISTORY     - 1975     MONUMENTED       NCGS
 EY1696
 EY1696                          STATION DESCRIPTION
 EY1696
 EY1696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1696'4.7 MI NNE FROM WILLIAMSTON.
 EY1696'TO REACH STATION FROM INTERSECTION OF SR 1106 WITH SR 1107,
 EY1696'APPROXIMATELY 150 FEET NW OF US 13 AND US 17 WITH SR 1106 MIDWAY
 EY1696'BETWEEN WINDSOR AND WILLIAMSTON, PROCEED SOUTHWESTERLY ALONG SR 1107
 EY1696'FOR 0.9 MILE TO END OF SR 1107 AND A PASTURE FENCE GATE, CONTINUE
 EY1696'THROUGH GATE ALONG FARM ROAD FOR 0.1 MILE TO ANOTHER GATE, CONTINUE ON
 EY1696'MAIN FARM ROAD FOR 0.5 MILE TO STATION LOCATED ON BANK OF ROANOKE
 EY1696'RIVER.  10.0 FT. ESE OF EDGE OF RIVER BANK, 4.2 FT. SSE OF 8 IN. PINE
 EY1696'WITH ALUMINUM REF. TAG, 8.3 FT. NORTH OF 9 IN. PINE WITH ALUMINUM REF.
 EY1696'TAG, 33.1 FT. WSW OF 10 IN. PINE WITH ALUMINUM REF. TAG, AND 33.5 FT.
 EY1696'WNW OF 10 IN. PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EY1696'CONCRETE PRECAST MONUMENT, PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1637 ***********************************************************************
 EY1637  DESIGNATION -  BER 54
 EY1637  PID         -  EY1637
 EY1637  STATE/COUNTY-  NC/BERTIE
 EY1637  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1637
 EY1637                         *CURRENT SURVEY CONTROL
 EY1637  ___________________________________________________________________
 EY1637* NAD 83(1986)-  35 54 14.     (N)    076 59 41.     (W)     SCALED    
 EY1637* NAVD 88     -         7.701  (meters)      25.27   (feet)  ADJUSTED  
 EY1637  ___________________________________________________________________
 EY1637  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EY1637  DYNAMIC HT  -           7.695 (meters)      25.25  (feet)  COMP
 EY1637  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 EY1637
 EY1637  VERT ORDER  -  SECOND    CLASS II
 EY1637
 EY1637.The horizontal coordinates were scaled from a topographic map and have
 EY1637.an estimated accuracy of +/- 6 seconds.
 EY1637
 EY1637.The orthometric height was determined by differential leveling
 EY1637.and adjusted in June 1991.
 EY1637
 EY1637.The geoid height was determined by GEOID03.
 EY1637
 EY1637.The dynamic height is computed by dividing the NAVD 88
 EY1637.geopotential number by the normal gravity value computed on the
 EY1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1637.degrees latitude (g = 980.6199 gals.).
 EY1637
 EY1637.The modeled gravity was interpolated from observed gravity values.
 EY1637
 EY1637;                    North         East    Units  Estimated Accuracy
 EY1637;SPC NC       -   240,770.      790,600.      MT  (+/- 180 meters Scaled)
 EY1637
 EY1637                          SUPERSEDED SURVEY CONTROL
 EY1637
 EY1637  NGVD 29 (??/??/92)    8.026  (m)           26.33   (f) ADJ UNCH    2 2
 EY1637
 EY1637.Superseded values are not recommended for survey control.
 EY1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1637.See file dsdata.txt to determine how the superseded data were derived.
 EY1637
 EY1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE199751(NAD 83)
 EY1637_MARKER: DD = SURVEY DISK
 EY1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1637_STAMPING: BER-54 1975
 EY1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1637+STABILITY: SURFACE MOTION
 EY1637
 EY1637  HISTORY     - Date     Condition        Report By
 EY1637  HISTORY     - 1975     MONUMENTED       NCGS
 EY1637
 EY1637                          STATION DESCRIPTION
 EY1637
 EY1637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1637'4.8 MI NE FROM WILLIAMSTON.
 EY1637'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1521 SE,
 EY1637'4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF WILLIAMSTON,
 EY1637'PROCEED SE ALONG SR 1521 FOR 1.15 MILES TO SR 1522 SE TO STATION ON
 EY1637'RIGHT IN THE SE QUADRANT.  45.1 FT. SOUTH OF C/L OF SR 1521, 30.3 FT.
 EY1637'EAST OF C/L OF SR 1522, 23.3 FT. WEST OF FENCE POST WITH ALUMINUM REF.
 EY1637'TAG, AND 66.5 FT. ESE OF CORNER FENCE POST WITH ALUMINUM REF. TAG.
 EY1637'DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT, PROJECTING 1 INCH
 EY1637'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1639 ***********************************************************************
 EY1639  DESIGNATION -  BER 55
 EY1639  PID         -  EY1639
 EY1639  STATE/COUNTY-  NC/BERTIE
 EY1639  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1639
 EY1639                         *CURRENT SURVEY CONTROL
 EY1639  ___________________________________________________________________
 EY1639* NAD 83(1986)-  35 53 34.     (N)    076 58 43.     (W)     SCALED    
 EY1639* NAVD 88     -         7.405  (meters)      24.29   (feet)  ADJUSTED  
 EY1639  ___________________________________________________________________
 EY1639  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 EY1639  DYNAMIC HT  -           7.399 (meters)      24.27  (feet)  COMP
 EY1639  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 EY1639
 EY1639  VERT ORDER  -  SECOND    CLASS II
 EY1639
 EY1639.The horizontal coordinates were scaled from a topographic map and have
 EY1639.an estimated accuracy of +/- 6 seconds.
 EY1639
 EY1639.The orthometric height was determined by differential leveling
 EY1639.and adjusted in June 1991.
 EY1639
 EY1639.The geoid height was determined by GEOID03.
 EY1639
 EY1639.The dynamic height is computed by dividing the NAVD 88
 EY1639.geopotential number by the normal gravity value computed on the
 EY1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1639.degrees latitude (g = 980.6199 gals.).
 EY1639
 EY1639.The modeled gravity was interpolated from observed gravity values.
 EY1639
 EY1639;                    North         East    Units  Estimated Accuracy
 EY1639;SPC NC       -   239,560.      792,080.      MT  (+/- 180 meters Scaled)
 EY1639
 EY1639                          SUPERSEDED SURVEY CONTROL
 EY1639
 EY1639  NGVD 29 (??/??/92)    7.725  (m)           25.34   (f) ADJ UNCH    2 2
 EY1639
 EY1639.Superseded values are not recommended for survey control.
 EY1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1639.See file dsdata.txt to determine how the superseded data were derived.
 EY1639
 EY1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE214738(NAD 83)
 EY1639_MARKER: DD = SURVEY DISK
 EY1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1639_STAMPING: BER-55 1975
 EY1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1639+STABILITY: SURFACE MOTION
 EY1639
 EY1639  HISTORY     - Date     Condition        Report By
 EY1639  HISTORY     - 1975     MONUMENTED       NCGS
 EY1639
 EY1639                          STATION DESCRIPTION
 EY1639
 EY1639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1639'5.1 MI ENE FROM WILLIAMSTON.
 EY1639'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1521 SE,
 EY1639'4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF WILLIAMSTON,
 EY1639'PROCEED SE ALONG SR 1521 FOR 1.15 MILES TO SR 1522 SE, THENCE SE ALONG
 EY1639'SR 1522 FOR 1.3 MILES TO STATION ON LEFT, AT A DIRT FARM ROAD LEADING
 EY1639'SSW, AT EDGE OF WOODS, AND WEST OF AN OPEN FIELD. 34.5 FT. NNE OF C/L
 EY1639'OF SR 1522, 9.8 FT. WNW OF C/L OF FARM ROAD, 5.7 FT. ENE OF 4 IN. OAK
 EY1639'TREE WITH ALUMINUM REF. TAG, 7.3 FT. SSE OF 3 IN. GUM WITH ALUMINUM
 EY1639'REF. TAG, AND 14.9 FT. NNE OF 4 IN OAK TREE WITH ALUMINUM REF. TAG.
 EY1639'DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT, PROJECTING 5 INCHES
 EY1639'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1638 ***********************************************************************
 EY1638  DESIGNATION -  BER 56
 EY1638  PID         -  EY1638
 EY1638  STATE/COUNTY-  NC/BERTIE
 EY1638  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1638
 EY1638                         *CURRENT SURVEY CONTROL
 EY1638  ___________________________________________________________________
 EY1638* NAD 83(1986)-  35 53 34.     (N)    076 57 26.     (W)     SCALED    
 EY1638* NAVD 88     -         7.417  (meters)      24.33   (feet)  ADJUSTED  
 EY1638  ___________________________________________________________________
 EY1638  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EY1638  DYNAMIC HT  -           7.411 (meters)      24.31  (feet)  COMP
 EY1638  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 EY1638
 EY1638  VERT ORDER  -  SECOND    CLASS II
 EY1638
 EY1638.The horizontal coordinates were scaled from a topographic map and have
 EY1638.an estimated accuracy of +/- 6 seconds.
 EY1638
 EY1638.The orthometric height was determined by differential leveling
 EY1638.and adjusted in June 1991.
 EY1638
 EY1638.The geoid height was determined by GEOID03.
 EY1638
 EY1638.The dynamic height is computed by dividing the NAVD 88
 EY1638.geopotential number by the normal gravity value computed on the
 EY1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1638.degrees latitude (g = 980.6199 gals.).
 EY1638
 EY1638.The modeled gravity was interpolated from observed gravity values.
 EY1638
 EY1638;                    North         East    Units  Estimated Accuracy
 EY1638;SPC NC       -   239,600.      794,010.      MT  (+/- 180 meters Scaled)
 EY1638
 EY1638                          SUPERSEDED SURVEY CONTROL
 EY1638
 EY1638  NGVD 29 (??/??/92)    7.743  (m)           25.40   (f) ADJ UNCH    2 2
 EY1638
 EY1638.Superseded values are not recommended for survey control.
 EY1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1638.See file dsdata.txt to determine how the superseded data were derived.
 EY1638
 EY1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE233738(NAD 83)
 EY1638_MARKER: DD = SURVEY DISK
 EY1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1638_STAMPING: BER-56 1975
 EY1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1638+STABILITY: SURFACE MOTION
 EY1638
 EY1638  HISTORY     - Date     Condition        Report By
 EY1638  HISTORY     - 1975     MONUMENTED       NCGS
 EY1638
 EY1638                          STATION DESCRIPTION
 EY1638
 EY1638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1638'6.2 MI ENE FROM WILLIAMSTON.
 EY1638'TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1521 SE,
 EY1638'4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF WILLIAMSTON,
 EY1638'PROCEED SE ALONG SR 1521 FOR 1.15 MILES TO SR 1522 SE THENCE SE ALONG
 EY1638'SR 1522 FOR 2.55 MILES TO STATION ON RIGHT, AND AT A DIRT DRIVEWAY
 EY1638'LEADING SE TO A ONE STORY OLD BRICK HOME.  14.6 FT. SSE OF C/L OF SR
 EY1638'1522, 10.4 FT. NE OF C/L OF DRIVEWAY, AND 0.9 FT. NE OF 4X6 WOOD GATE
 EY1638'POST WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE PRECAST
 EY1638'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1641 ***********************************************************************
 EY1641  DESIGNATION -  BER 57
 EY1641  PID         -  EY1641
 EY1641  STATE/COUNTY-  NC/BERTIE
 EY1641  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1641
 EY1641                         *CURRENT SURVEY CONTROL
 EY1641  ___________________________________________________________________
 EY1641* NAD 83(1986)-  35 54 35.     (N)    076 56 32.     (W)     SCALED    
 EY1641* NAVD 88     -         8.785  (meters)      28.82   (feet)  ADJUSTED  
 EY1641  ___________________________________________________________________
 EY1641  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 EY1641  DYNAMIC HT  -           8.778 (meters)      28.80  (feet)  COMP
 EY1641  MODELED GRAV-     979,812.7   (mgal)                       NAVD 88
 EY1641
 EY1641  VERT ORDER  -  SECOND    CLASS II
 EY1641
 EY1641.The horizontal coordinates were scaled from a topographic map and have
 EY1641.an estimated accuracy of +/- 6 seconds.
 EY1641
 EY1641.The orthometric height was determined by differential leveling
 EY1641.and adjusted in June 1991.
 EY1641
 EY1641.The geoid height was determined by GEOID03.
 EY1641
 EY1641.The dynamic height is computed by dividing the NAVD 88
 EY1641.geopotential number by the normal gravity value computed on the
 EY1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1641.degrees latitude (g = 980.6199 gals.).
 EY1641
 EY1641.The modeled gravity was interpolated from observed gravity values.
 EY1641
 EY1641;                    North         East    Units  Estimated Accuracy
 EY1641;SPC NC       -   241,510.      795,330.      MT  (+/- 180 meters Scaled)
 EY1641
 EY1641                          SUPERSEDED SURVEY CONTROL
 EY1641
 EY1641  NGVD 29 (??/??/92)    9.098  (m)           29.85   (f) ADJ UNCH    2 2
 EY1641
 EY1641.Superseded values are not recommended for survey control.
 EY1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1641.See file dsdata.txt to determine how the superseded data were derived.
 EY1641
 EY1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE247756(NAD 83)
 EY1641_MARKER: DD = SURVEY DISK
 EY1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1641_SP_SET: R/W MARKER
 EY1641_STAMPING: BER-57 1975
 EY1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1641
 EY1641  HISTORY     - Date     Condition        Report By
 EY1641  HISTORY     - 1975     MONUMENTED       NCGS
 EY1641
 EY1641                          STATION DESCRIPTION
 EY1641
 EY1641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1641'6.0 MI S FROM WINDSOR.
 EY1641'BER-57 IS LOCATED APPROXIMATELY 7.2 MILES ENE OF WILLIAMSTON, NORTH
 EY1641'CAROLINA.  TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH
 EY1641'SR 1521 SE, 4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF
 EY1641'WILLIAMSTON, PROCEED SE ALONG SR 1521 FOR 4.4 MILES TO SR 1518 EAST
 EY1641'AND STATION ON LEFT IN NE QUADRANT NEAR FENCE LINE.  28.3 FT. ESE OF
 EY1641'C/L OF SR 1521, 121.1 FT. NNE OF C/L OF INTERSECTION OF SR 1518 WITH
 EY1641'C/L OF SR 1521, AND 5.5 FT. SSE OF CORNER FENCE POST WITH ALUMINUM
 EY1641'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF NCHC R/W MARKER,
 EY1641'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1643 ***********************************************************************
 EY1643  DESIGNATION -  BER 58
 EY1643  PID         -  EY1643
 EY1643  STATE/COUNTY-  NC/BERTIE
 EY1643  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1643
 EY1643                         *CURRENT SURVEY CONTROL
 EY1643  ___________________________________________________________________
 EY1643* NAD 83(1986)-  35 54 05.     (N)    076 54 36.     (W)     SCALED    
 EY1643* NAVD 88     -         7.072  (meters)      23.20   (feet)  ADJUSTED  
 EY1643  ___________________________________________________________________
 EY1643  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EY1643  DYNAMIC HT  -           7.067 (meters)      23.19  (feet)  COMP
 EY1643  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 EY1643
 EY1643  VERT ORDER  -  SECOND    CLASS II
 EY1643
 EY1643.The horizontal coordinates were scaled from a topographic map and have
 EY1643.an estimated accuracy of +/- 6 seconds.
 EY1643
 EY1643.The orthometric height was determined by differential leveling
 EY1643.and adjusted in June 1991.
 EY1643
 EY1643.The geoid height was determined by GEOID03.
 EY1643
 EY1643.The dynamic height is computed by dividing the NAVD 88
 EY1643.geopotential number by the normal gravity value computed on the
 EY1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1643.degrees latitude (g = 980.6199 gals.).
 EY1643
 EY1643.The modeled gravity was interpolated from observed gravity values.
 EY1643
 EY1643;                    North         East    Units  Estimated Accuracy
 EY1643;SPC NC       -   240,650.      798,250.      MT  (+/- 180 meters Scaled)
 EY1643
 EY1643                          SUPERSEDED SURVEY CONTROL
 EY1643
 EY1643  NGVD 29 (??/??/92)    7.379  (m)           24.21   (f) ADJ UNCH    2 2
 EY1643
 EY1643.Superseded values are not recommended for survey control.
 EY1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1643.See file dsdata.txt to determine how the superseded data were derived.
 EY1643
 EY1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE276746(NAD 83)
 EY1643_MARKER: DD = SURVEY DISK
 EY1643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1643_SP_SET: R/W MARKER
 EY1643_STAMPING: BER-58 1975
 EY1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1643
 EY1643  HISTORY     - Date     Condition        Report By
 EY1643  HISTORY     - 1975     MONUMENTED       NCGS
 EY1643
 EY1643                          STATION DESCRIPTION
 EY1643
 EY1643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1643'7.0 MI SSE FROM WINDSOR.
 EY1643'BER-58 IS LOCATED APPROXIMATELY 9.0 MILES ENE OF WILLIAMSTON, NORTH
 EY1643'CAROLINA.  TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH
 EY1643'SR 1521 SE, 4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF
 EY1643'WILLIAMSTON, PROCEED SE ALONG SR 1521 FOR 4.4 MILES TO SR 1518 EAST,
 EY1643'THENCE EAST ALONG SR 1518 FOR 2.05 MILES TO SR 1519 AND STATION ON
 EY1643'LEFT IN THE NORTHERNMOST QUADRANT.  47.8 FT. ENE OF C/L OF SR 1518,
 EY1643'53.7 FT. NNW OF C/L OF SR 1519, 73.7 FT. SW OF PP NO. S-456-25 WITH
 EY1643'ALUMINUM REF. TAG, 105.6 FT. NNE OF PP WITH ALUMINUM REF. TAG, AND 4.8
 EY1643'FT. SW OF USC AND GS STATION SUTTON AZIMUTH (STATION HAS BEEN HIT AND
 EY1643'IS LEANING).  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF NCHC R/W
 EY1643'MARKER, 1 FOOT HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1644 ***********************************************************************
 EY1644  DESIGNATION -  BER 59
 EY1644  PID         -  EY1644
 EY1644  STATE/COUNTY-  NC/BERTIE
 EY1644  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1644
 EY1644                         *CURRENT SURVEY CONTROL
 EY1644  ___________________________________________________________________
 EY1644* NAD 83(1986)-  35 53 49.     (N)    076 52 57.     (W)     SCALED    
 EY1644* NAVD 88     -         5.272  (meters)      17.30   (feet)  ADJUSTED  
 EY1644  ___________________________________________________________________
 EY1644  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 EY1644  DYNAMIC HT  -           5.268 (meters)      17.28  (feet)  COMP
 EY1644  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 EY1644
 EY1644  VERT ORDER  -  SECOND    CLASS II
 EY1644
 EY1644.The horizontal coordinates were scaled from a topographic map and have
 EY1644.an estimated accuracy of +/- 6 seconds.
 EY1644
 EY1644.The orthometric height was determined by differential leveling
 EY1644.and adjusted in June 1991.
 EY1644
 EY1644.The geoid height was determined by GEOID03.
 EY1644
 EY1644.The dynamic height is computed by dividing the NAVD 88
 EY1644.geopotential number by the normal gravity value computed on the
 EY1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1644.degrees latitude (g = 980.6199 gals.).
 EY1644
 EY1644.The modeled gravity was interpolated from observed gravity values.
 EY1644
 EY1644;                    North         East    Units  Estimated Accuracy
 EY1644;SPC NC       -   240,210.      800,740.      MT  (+/- 180 meters Scaled)
 EY1644
 EY1644                          SUPERSEDED SURVEY CONTROL
 EY1644
 EY1644  NGVD 29 (??/??/92)    5.574  (m)           18.29   (f) ADJ UNCH    2 2
 EY1644
 EY1644.Superseded values are not recommended for survey control.
 EY1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1644.See file dsdata.txt to determine how the superseded data were derived.
 EY1644
 EY1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE301741(NAD 83)
 EY1644_MARKER: DD = SURVEY DISK
 EY1644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1644_SP_SET: BRIDGE FLOOR
 EY1644_STAMPING: BER-59 1975
 EY1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1644
 EY1644  HISTORY     - Date     Condition        Report By
 EY1644  HISTORY     - 1975     MONUMENTED       NCGS
 EY1644
 EY1644                          STATION DESCRIPTION
 EY1644
 EY1644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1644'7.9 MI SSE FROM WINDSOR.
 EY1644'BER-59 IS LOCATED APPROXIMATELY 10.2 MILES ENE OF WILLIAMSTON.  TO
 EY1644'REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1521 SE,
 EY1644'4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF WILLIAMSTON,
 EY1644'PROCEED SE ALONG SR 1521 FOR 4.4 MILES TO SR 1518 EAST, THENCE EAST
 EY1644'ALONG SR 1518 FOR 3.7 MILES TO A CONCRETE BRIDGE AND STATION ON RIGHT,
 EY1644'IN TOP OF SOUTH BRIDGE BED, AND 1.65 MILES EAST OF SR 1519 NORTHEAST.
 EY1644'13.9 FT. SOUTH OF C/L OF SR 1518, 1.2 FT. WEST OF EAST END OF BRIDGE,
 EY1644'AND 7.0 FT. NORTH OF END OF SOUTHEASTERNMOST WOOD WINGWALL. DISK IS
 EY1644'SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2090 ***********************************************************************
 FX2090  DESIGNATION -  BER 6
 FX2090  PID         -  FX2090
 FX2090  STATE/COUNTY-  NC/BERTIE
 FX2090  USGS QUAD   -  COLERAIN (1982)
 FX2090
 FX2090                         *CURRENT SURVEY CONTROL
 FX2090  ___________________________________________________________________
 FX2090* NAD 83(1986)-  36 09 28.     (N)    076 47 01.     (W)     SCALED    
 FX2090* NAVD 88     -        22.085  (meters)      72.46   (feet)  ADJUSTED  
 FX2090  ___________________________________________________________________
 FX2090  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 FX2090  DYNAMIC HT  -          22.067 (meters)      72.40  (feet)  COMP
 FX2090  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 FX2090
 FX2090  VERT ORDER  -  SECOND    CLASS II
 FX2090
 FX2090.The horizontal coordinates were scaled from a topographic map and have
 FX2090.an estimated accuracy of +/- 6 seconds.
 FX2090
 FX2090.The orthometric height was determined by differential leveling
 FX2090.and adjusted in June 1991.
 FX2090
 FX2090.The geoid height was determined by GEOID03.
 FX2090
 FX2090.The dynamic height is computed by dividing the NAVD 88
 FX2090.geopotential number by the normal gravity value computed on the
 FX2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2090.degrees latitude (g = 980.6199 gals.).
 FX2090
 FX2090.The modeled gravity was interpolated from observed gravity values.
 FX2090
 FX2090;                    North         East    Units  Estimated Accuracy
 FX2090;SPC NC       -   269,330.      809,020.      MT  (+/- 180 meters Scaled)
 FX2090
 FX2090                          SUPERSEDED SURVEY CONTROL
 FX2090
 FX2090  NGVD 29 (??/??/92)   22.417  (m)           73.55   (f) ADJ UNCH    2 2
 FX2090
 FX2090.Superseded values are not recommended for survey control.
 FX2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2090.See file dsdata.txt to determine how the superseded data were derived.
 FX2090
 FX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF395029(NAD 83)
 FX2090_MARKER: DR = REFERENCE MARK DISK
 FX2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2090_STAMPING: BER 6 BM 1974
 FX2090_MARK LOGO: NCGS  
 FX2090_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2090+STABILITY: SURFACE MOTION
 FX2090
 FX2090  HISTORY     - Date     Condition        Report By
 FX2090  HISTORY     - 1974     MONUMENTED       NCGS
 FX2090
 FX2090                          STATION DESCRIPTION
 FX2090
 FX2090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2090'3.0 MILES SOUTH OF COLERAIN.
 FX2090'BER 6 IS LOCATED APPROXIMATELY 14.6 MILES (23.5 KM) NE OF WINDSOR.  TO
 FX2090'REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2090'PROCEED SOUTH ALONG NC 45 FOR 3.1 MILES (5.0 KM) TO STATION LEFT NEAR
 FX2090'END OF A WHITE BOARD FENCE AT NW CORNER OF T. GRAHAM PIERCE YARD, 0.6
 FX2090'MILE (1.0 KM) NORTH OF INTERSECTION WITH SR 1347 (SW), 32.4 FT ESE OF
 FX2090'C/L NC 45, 40.0 FT NNE OF C/L CONCRETE DRIVE TO TWO STORY WHITE FRAME
 FX2090'RESIDENCE, 1.0 FT NORTH OF FENCE, 1.9 FT EAST OF TP 38107 AT END OF
 FX2090'FENCE WITH ALUMINUM REF. TAG.  AND 64.0 FT SE OF PP 606 WITH
 FX2090'TRANSFORMER AND ALUMINUM REF. TAG.  DISK IS SET IN TOP OF PRECAST
 FX2090'MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1645 ***********************************************************************
 EY1645  DESIGNATION -  BER 60
 EY1645  PID         -  EY1645
 EY1645  STATE/COUNTY-  NC/BERTIE
 EY1645  USGS QUAD   -  WOODARD (1979)
 EY1645
 EY1645                         *CURRENT SURVEY CONTROL
 EY1645  ___________________________________________________________________
 EY1645* NAD 83(1986)-  35 54 03.     (N)    076 52 05.     (W)     SCALED    
 EY1645* NAVD 88     -         7.811  (meters)      25.63   (feet)  ADJUSTED  
 EY1645  ___________________________________________________________________
 EY1645  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 EY1645  DYNAMIC HT  -           7.805 (meters)      25.61  (feet)  COMP
 EY1645  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 EY1645
 EY1645  VERT ORDER  -  SECOND    CLASS II
 EY1645
 EY1645.The horizontal coordinates were scaled from a topographic map and have
 EY1645.an estimated accuracy of +/- 6 seconds.
 EY1645
 EY1645.The orthometric height was determined by differential leveling
 EY1645.and adjusted in June 1991.
 EY1645
 EY1645.The geoid height was determined by GEOID03.
 EY1645
 EY1645.The dynamic height is computed by dividing the NAVD 88
 EY1645.geopotential number by the normal gravity value computed on the
 EY1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1645.degrees latitude (g = 980.6199 gals.).
 EY1645
 EY1645.The modeled gravity was interpolated from observed gravity values.
 EY1645
 EY1645;                    North         East    Units  Estimated Accuracy
 EY1645;SPC NC       -   240,660.      802,040.      MT  (+/- 180 meters Scaled)
 EY1645
 EY1645                          SUPERSEDED SURVEY CONTROL
 EY1645
 EY1645  NGVD 29 (??/??/92)    8.110  (m)           26.61   (f) ADJ UNCH    2 2
 EY1645
 EY1645.Superseded values are not recommended for survey control.
 EY1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1645.See file dsdata.txt to determine how the superseded data were derived.
 EY1645
 EY1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE314745(NAD 83)
 EY1645_MARKER: DD = SURVEY DISK
 EY1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1645_STAMPING: BER-60 1975
 EY1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1645+STABILITY: SURFACE MOTION
 EY1645
 EY1645  HISTORY     - Date     Condition        Report By
 EY1645  HISTORY     - 1975     MONUMENTED       NCGS
 EY1645
 EY1645                          STATION DESCRIPTION
 EY1645
 EY1645'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1645'8.1 MI SE FROM WINDSOR.
 EY1645'BER-60 IS LOCATED APPROXIMATELY 11.2 MILES ENE OF WILLIAMSTON, NORTH
 EY1645'CAROLINA.  TO REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH
 EY1645'SR 1521 SE, 4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF
 EY1645'WILLIAMSTON, PROCEED SE ALONG SR 1521 FOR 4.4 MILES TO SR 1518 EAST,
 EY1645'THENCE EAST ALONG SR 1518 FOR 4.85 MILES TO STATION ON LEFT, IN THE SE
 EY1645'CORNER OF THE YARD OF ONE STORY BRICK HOUSE (LEROY SPELLER RESIDENCE),
 EY1645'AND 1.1 MILE SW OF SR 1500 CROSSROADS.  33.0 FT. WNW OF C/L OF SR
 EY1645'1518, 82.3 FT. SSW OF C/L OF DRIVEWAY TO SPELLER RESIDENCE, 78.6 FT.
 EY1645'SSE OF CENTER OF FRONT DOOR TO BRICK HOUSE, AND 51.7 FT. NE OF 30 IN.
 EY1645'OAK WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE PRECAST
 EY1645'MONUMENT, PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1646 ***********************************************************************
 EY1646  DESIGNATION -  BER 61
 EY1646  PID         -  EY1646
 EY1646  STATE/COUNTY-  NC/BERTIE
 EY1646  USGS QUAD   -  WOODARD (1979)
 EY1646
 EY1646                         *CURRENT SURVEY CONTROL
 EY1646  ___________________________________________________________________
 EY1646* NAD 83(1986)-  35 53 57.     (N)    076 50 29.     (W)     SCALED    
 EY1646* NAVD 88     -         5.570  (meters)      18.27   (feet)  ADJUSTED  
 EY1646  ___________________________________________________________________
 EY1646  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 EY1646  DYNAMIC HT  -           5.565 (meters)      18.26  (feet)  COMP
 EY1646  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 EY1646
 EY1646  VERT ORDER  -  SECOND    CLASS II
 EY1646
 EY1646.The horizontal coordinates were scaled from a topographic map and have
 EY1646.an estimated accuracy of +/- 6 seconds.
 EY1646
 EY1646.The orthometric height was determined by differential leveling
 EY1646.and adjusted in June 1991.
 EY1646
 EY1646.The geoid height was determined by GEOID03.
 EY1646
 EY1646.The dynamic height is computed by dividing the NAVD 88
 EY1646.geopotential number by the normal gravity value computed on the
 EY1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1646.degrees latitude (g = 980.6199 gals.).
 EY1646
 EY1646.The modeled gravity was interpolated from observed gravity values.
 EY1646
 EY1646;                    North         East    Units  Estimated Accuracy
 EY1646;SPC NC       -   240,530.      804,450.      MT  (+/- 180 meters Scaled)
 EY1646
 EY1646                          SUPERSEDED SURVEY CONTROL
 EY1646
 EY1646  NGVD 29 (??/??/92)    5.866  (m)           19.25   (f) ADJ UNCH    2 2
 EY1646
 EY1646.Superseded values are not recommended for survey control.
 EY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1646.See file dsdata.txt to determine how the superseded data were derived.
 EY1646
 EY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE338743(NAD 83)
 EY1646_MARKER: DD = SURVEY DISK
 EY1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1646_STAMPING: BER-61 1975
 EY1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1646+STABILITY: SURFACE MOTION
 EY1646
 EY1646  HISTORY     - Date     Condition        Report By
 EY1646  HISTORY     - 1975     MONUMENTED       NCGS
 EY1646
 EY1646                          STATION DESCRIPTION
 EY1646
 EY1646'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1646'9.2 MI SE FROM WINDSOR.
 EY1646'BER-61 IS LOCATED APPROXIMATELY 12.5 MILES EAST OF WILLIAMSTON.  TO
 EY1646'REACH STATION FROM INTERSECTION OF US 13 AND US 17 WITH SR 1521 SE,
 EY1646'4.0 MILES NE OF BRIDGE OVER ROANOKE RIVER AT NE EDGE OF WILLIAMSTON,
 EY1646'PROCEED SE ALONG SR 1521 FOR 4.4 MILES TO SR 1518 EAST, THENCE EAST
 EY1646'ALONG SR 1518 FOR 5.95 MILES TO SR 1500 CROSSROADS, THENCE SE ALONG SR
 EY1646'1500 FOR 1.7 MILES TO SR 1517 SOUTH, AND STATION ON RIGHT, IN THE SW
 EY1646'QUADRANT, AND APPROXIMATELY 275 FEET NW OF TARKINGTON RESIDENCE. 39.6
 EY1646'FT. SE OF C/L OF SR 1500, 57.4 FT. NW OF C/L OF SR 1517, 50.0 FT.
 EY1646'NORTH OF 36 IN. PINE WITH ALUMINUM REF. TAG, AND 34.4 SOUTH OF 4X4 R/W
 EY1646'SIGN POST WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EY1646'PRECAST MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1629 ***********************************************************************
 EY1629  DESIGNATION -  BER 62
 EY1629  PID         -  EY1629
 EY1629  STATE/COUNTY-  NC/BERTIE
 EY1629  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1629
 EY1629                         *CURRENT SURVEY CONTROL
 EY1629  ___________________________________________________________________
 EY1629* NAD 83(2001)-  35 55 57.79118(N)    076 59 29.93982(W)     ADJUSTED  
 EY1629* NAVD 88     -         7.366  (meters)      24.17   (feet)  ADJUSTED  
 EY1629  ___________________________________________________________________
 EY1629  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 EY1629  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EY1629  DYNAMIC HT  -           7.360 (meters)      24.15  (feet)  COMP
 EY1629  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 EY1629
 EY1629  HORZ ORDER  -  SECOND
 EY1629  VERT ORDER  -  SECOND    CLASS II
 EY1629
 EY1629.The horizontal coordinates were established by classical geodetic methods
 EY1629.and adjusted by the National Geodetic Survey in August 2005.
 EY1629
 EY1629.The orthometric height was determined by differential leveling
 EY1629.and adjusted in June 1991.
 EY1629
 EY1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1629
 EY1629.The geoid height was determined by GEOID03.
 EY1629
 EY1629.The dynamic height is computed by dividing the NAVD 88
 EY1629.geopotential number by the normal gravity value computed on the
 EY1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1629.degrees latitude (g = 980.6199 gals.).
 EY1629
 EY1629.The modeled gravity was interpolated from observed gravity values.
 EY1629
 EY1629;                    North         East     Units Scale Factor Converg.
 EY1629;SPC NC       -   243,968.899   790,812.478   MT  0.99994310   +1 09 33.0
 EY1629;SPC NC       -   800,421.30  2,594,523.94   sFT  0.99994310   +1 09 33.0
 EY1629;UTM  18      - 3,978,319.061   320,333.617   MT  0.99999777   -1 10 08.7
 EY1629
 EY1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1629!SPC NC       -   1.00000449  x   0.99994310  =   0.99994758
 EY1629!UTM  18      -   1.00000449  x   0.99999777  =   1.00000226
 EY1629
 EY1629                          SUPERSEDED SURVEY CONTROL
 EY1629
 EY1629  NAD 83(1986)-  35 55 57.79986(N)    076 59 29.95054(W) AD(       ) 2
 EY1629  NGVD 29 (??/??/92)    7.697  (m)           25.25   (f) ADJ UNCH    2 2
 EY1629
 EY1629.Superseded values are not recommended for survey control.
 EY1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1629.See file dsdata.txt to determine how the superseded data were derived.
 EY1629
 EY1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2033478319(NAD 83)
 EY1629_MARKER: DD = SURVEY DISK
 EY1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1629_SP_SET: CONCRETE ISLAND
 EY1629_STAMPING: BER-62 1975
 EY1629_MARK LOGO: NCGS  
 EY1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1629
 EY1629  HISTORY     - Date     Condition        Report By
 EY1629  HISTORY     - 1975     MONUMENTED       NCGS
 EY1629  HISTORY     - 1980     GOOD             NCGS
 EY1629  HISTORY     - 1980     GOOD             NCGS
 EY1629  HISTORY     - 19950508 MARK NOT FOUND   USPSQD
 EY1629
 EY1629                          STATION DESCRIPTION
 EY1629
 EY1629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1629'5.2 MI SSW FROM WINDSOR.
 EY1629'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS
 EY1629'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13
 EY1629'AND US 17 FOR 5.0 MILES TO A TEXACO SERVICE STATION AND CONVENIENCE
 EY1629'STORE ON RIGHT AND STATION IN THE CENTER OF THE GAS PUMP ISLAND, AND
 EY1629'1.0 MILE NE OF INTERSECTION WITH SR 1106 (NW).  71.9 FT. NORTH OF C/L
 EY1629'OF US 13 AND US 17 SOUTH BOUND LANE, 0.9 FT. SOUTH OF BASE OF LIGHT
 EY1629'POLE IN CENTER OF GAS ISLAND, AND 36.3 FT. ENE OF WESTERNMOST METAL
 EY1629'ORNAMENTAL SUPPORT POST AT FRONT OF STATION.  DISK IS SET FLUSH IN
 EY1629'DRILL HOLE IN CONCRETE ISLAND.
 EY1629
 EY1629                          STATION RECOVERY (1980)
 EY1629
 EY1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1629'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTH-SOUTHWEST OF
 EY1629'WINDSOR AND 6.7 MILES NORTHEAST OF WILLIAMSTON.
 EY1629'
 EY1629'TO REACH THE STATION FROM THE INTERSECTION OF US 17-US 13 WITH US 13
 EY1629'NORTH BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTHERLY ALONG US 17-US 13
 EY1629'FOR 5.0 MILES TO STATION ON THE RIGHT AT A TEXACO CONVENIENCE STORE,
 EY1629'IN THE CENTER OF GAS PUMP ISLAND AND 0.95 MILE NORTHEAST OF THE
 EY1629'INTERSECTION WITH SR 1106.
 EY1629'
 EY1629'STATION MARK IS A NCGS BENCH MARK DISK STAMPED---BER 62 1975---SET
 EY1629'FLUSH IN DRILL HOLE.  THE MARK IS 71.9 FEET NORTH OF THE CENTERLINE
 EY1629'OF SOUTH BOUND LANES, 0.9 FOOT SOUTH OF BASE OF LIGHT POLE IN CENTER
 EY1629'OF ISLAND AND 36.3 FEET EAST-NORTHEAST OF WEST METAL ORNAMENTAL
 EY1629'SUPPORT POST.
 EY1629
 EY1629                          STATION RECOVERY (1980)
 EY1629
 EY1629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1629'6.7 MILES NORTHEAST OF WILLIAMSTON AND 5.0 MILES SOUTH-SOUTHWEST OF
 EY1629'WINDSOR AND
 EY1629'5.0 MILES SOUTHERLY ALONG US 17/US 13 FROM INTERSECTION OF US 13 NORTH
 EY1629'BYPASS SOUTHWEST OF WINDSOR, ON THE RIGHT AT A TEXACO CONVENIENCE
 EY1629'STORE, IN THE CENTER OF GAS PUMP ISLAND AND 0.95 MILE NORTHEAST OF THE
 EY1629'INTERSECTION WITH SR 1106, 71.9 FEET NORTH OF CENTERLINE OF SOUTH
 EY1629'BOUND LANES, 0.9 FEET SOUTH OF BASE OF LIGHT POLE IN CENTER OF ISLAND
 EY1629'AND 36.3 FEET EAST-NORTHEAST OF WEST METAL ORNAMENTAL SUPPORT POST.
 EY1629
 EY1629                          STATION RECOVERY (1995)
 EY1629
 EY1629'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1630 ***********************************************************************
 EY1630  DESIGNATION -  BER 63
 EY1630  PID         -  EY1630
 EY1630  STATE/COUNTY-  NC/BERTIE
 EY1630  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1630
 EY1630                         *CURRENT SURVEY CONTROL
 EY1630  ___________________________________________________________________
 EY1630* NAD 83(1986)-  35 56 10.     (N)    076 58 26.     (W)     SCALED    
 EY1630* NAVD 88     -         6.428  (meters)      21.09   (feet)  ADJUSTED  
 EY1630  ___________________________________________________________________
 EY1630  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EY1630  DYNAMIC HT  -           6.423 (meters)      21.07  (feet)  COMP
 EY1630  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 EY1630
 EY1630  VERT ORDER  -  SECOND    CLASS II
 EY1630
 EY1630.The horizontal coordinates were scaled from a topographic map and have
 EY1630.an estimated accuracy of +/- 6 seconds.
 EY1630
 EY1630.The orthometric height was determined by differential leveling
 EY1630.and adjusted in June 1991.
 EY1630
 EY1630.The geoid height was determined by GEOID03.
 EY1630
 EY1630.The dynamic height is computed by dividing the NAVD 88
 EY1630.geopotential number by the normal gravity value computed on the
 EY1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1630.degrees latitude (g = 980.6199 gals.).
 EY1630
 EY1630.The modeled gravity was interpolated from observed gravity values.
 EY1630
 EY1630;                    North         East    Units  Estimated Accuracy
 EY1630;SPC NC       -   244,380.      792,410.      MT  (+/- 180 meters Scaled)
 EY1630
 EY1630                          SUPERSEDED SURVEY CONTROL
 EY1630
 EY1630  NGVD 29 (??/??/92)    6.759  (m)           22.18   (f) ADJ UNCH    2 2
 EY1630
 EY1630.Superseded values are not recommended for survey control.
 EY1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1630.See file dsdata.txt to determine how the superseded data were derived.
 EY1630
 EY1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE219786(NAD 83)
 EY1630_MARKER: DD = SURVEY DISK
 EY1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1630_SP_SET: HEADWALL
 EY1630_STAMPING: BER-63 1975
 EY1630_MARK LOGO: NCGS  
 EY1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1630
 EY1630  HISTORY     - Date     Condition        Report By
 EY1630  HISTORY     - 1975     MONUMENTED       NCGS
 EY1630  HISTORY     - 1980     GOOD             NCGS
 EY1630  HISTORY     - 19950508 POOR             USPSQD
 EY1630
 EY1630                          STATION DESCRIPTION
 EY1630
 EY1630'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1630'4.6 MI SSW FROM WINDSOR.
 EY1630'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS
 EY1630'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13
 EY1630'AND US 17 FOR 4.0 MILES TO SR 1523 (SE), AND STATION ON RIGHT JUST
 EY1630'NORTH OF THE T-INTERSECTION, IN THE NW HEADWALL OF A CULVERT UNDER
 EY1630'HIGHWAY.  29.4 FT. NNW OF C/L OF US 13 AND US 17 SOUTH BOUND LANE,
 EY1630'140.5 FT. NE OF C/L OF INTERSECTION OF HIGHWAY WITH PROLONGATION OF
 EY1630'C/L OF SR 1523, 1.0 FT. ENE OF SW END OF HEADWALL, AND 33.9 FT. SSW OF
 EY1630'TP NO. 1158 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE
 EY1630'IN CONCRETE HEADWALL.
 EY1630
 EY1630                          STATION RECOVERY (1980)
 EY1630
 EY1630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1630'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 EY1630'THE MARK IS 1 FT BELOW HIGHWAY.
 EY1630
 EY1630                          STATION RECOVERY (1995)
 EY1630
 EY1630'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1630'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1631 ***********************************************************************
 EY1631  DESIGNATION -  BER 64
 EY1631  PID         -  EY1631
 EY1631  STATE/COUNTY-  NC/BERTIE
 EY1631  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1631
 EY1631                         *CURRENT SURVEY CONTROL
 EY1631  ___________________________________________________________________
 EY1631* NAD 83(1986)-  35 56 31.     (N)    076 57 39.     (W)     SCALED    
 EY1631* NAVD 88     -         5.348  (meters)      17.55   (feet)  ADJUSTED  
 EY1631  ___________________________________________________________________
 EY1631  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EY1631  DYNAMIC HT  -           5.343 (meters)      17.53  (feet)  COMP
 EY1631  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 EY1631
 EY1631  VERT ORDER  -  SECOND    CLASS II
 EY1631
 EY1631.The horizontal coordinates were scaled from a topographic map and have
 EY1631.an estimated accuracy of +/- 6 seconds.
 EY1631
 EY1631.The orthometric height was determined by differential leveling
 EY1631.and adjusted in June 1991.
 EY1631
 EY1631.The geoid height was determined by GEOID03.
 EY1631
 EY1631.The dynamic height is computed by dividing the NAVD 88
 EY1631.geopotential number by the normal gravity value computed on the
 EY1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1631.degrees latitude (g = 980.6199 gals.).
 EY1631
 EY1631.The modeled gravity was interpolated from observed gravity values.
 EY1631
 EY1631;                    North         East    Units  Estimated Accuracy
 EY1631;SPC NC       -   245,050.      793,570.      MT  (+/- 180 meters Scaled)
 EY1631
 EY1631                          SUPERSEDED SURVEY CONTROL
 EY1631
 EY1631  NGVD 29 (??/??/92)    5.678  (m)           18.63   (f) ADJ UNCH    2 2
 EY1631
 EY1631.Superseded values are not recommended for survey control.
 EY1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1631.See file dsdata.txt to determine how the superseded data were derived.
 EY1631
 EY1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE231792(NAD 83)
 EY1631_MARKER: DD = SURVEY DISK
 EY1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1631_SP_SET: WINGWALL
 EY1631_STAMPING: BER-64 1975
 EY1631_MARK LOGO: NCGS  
 EY1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1631
 EY1631  HISTORY     - Date     Condition        Report By
 EY1631  HISTORY     - 1975     MONUMENTED       NCGS
 EY1631  HISTORY     - 1980     GOOD             NCGS
 EY1631
 EY1631                          STATION DESCRIPTION
 EY1631
 EY1631'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1631'4.0 MI S FROM WINDSOR.
 EY1631'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS
 EY1631'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13
 EY1631'AND US 17 FOR 3.1 MILES TO STATION ON LEFT IN THE NE WINGWALL OF THE
 EY1631'NORTH BOUND BRIDGE OVER ROQUIST CREEK.  24.6 FT. SE OF C/L OF US 13
 EY1631'AND US 17 NORTH BOUND LANE, AND 1.8 FT. NW OF SE END OF WINGWALL (AT
 EY1631'SLOPE BREAK).  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE WINGWALL.
 EY1631
 EY1631                          STATION RECOVERY (1980)
 EY1631
 EY1631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1632 ***********************************************************************
 EY1632  DESIGNATION -  BER 65
 EY1632  PID         -  EY1632
 EY1632  STATE/COUNTY-  NC/BERTIE
 EY1632  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1632
 EY1632                         *CURRENT SURVEY CONTROL
 EY1632  ___________________________________________________________________
 EY1632* NAD 83(1986)-  35 57 53.     (N)    076 57 05.     (W)     SCALED    
 EY1632* NAVD 88     -        10.681  (meters)      35.04   (feet)  ADJUSTED  
 EY1632  ___________________________________________________________________
 EY1632  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EY1632  DYNAMIC HT  -          10.673 (meters)      35.02  (feet)  COMP
 EY1632  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 EY1632
 EY1632  VERT ORDER  -  SECOND    CLASS II
 EY1632
 EY1632.The horizontal coordinates were scaled from a topographic map and have
 EY1632.an estimated accuracy of +/- 6 seconds.
 EY1632
 EY1632.The orthometric height was determined by differential leveling
 EY1632.and adjusted in June 1991.
 EY1632
 EY1632.The geoid height was determined by GEOID03.
 EY1632
 EY1632.The dynamic height is computed by dividing the NAVD 88
 EY1632.geopotential number by the normal gravity value computed on the
 EY1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1632.degrees latitude (g = 980.6199 gals.).
 EY1632
 EY1632.The modeled gravity was interpolated from observed gravity values.
 EY1632
 EY1632;                    North         East    Units  Estimated Accuracy
 EY1632;SPC NC       -   247,590.      794,370.      MT  (+/- 180 meters Scaled)
 EY1632
 EY1632                          SUPERSEDED SURVEY CONTROL
 EY1632
 EY1632  NGVD 29 (??/??/92)   11.010  (m)           36.12   (f) ADJ UNCH    2 2
 EY1632
 EY1632.Superseded values are not recommended for survey control.
 EY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1632.See file dsdata.txt to determine how the superseded data were derived.
 EY1632
 EY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE240817(NAD 83)
 EY1632_MARKER: DD = SURVEY DISK
 EY1632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1632_SP_SET: CONCRETE ISLAND
 EY1632_STAMPING: BER-65 1975
 EY1632_MARK LOGO: NCGS  
 EY1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1632
 EY1632  HISTORY     - Date     Condition        Report By
 EY1632  HISTORY     - 1975     MONUMENTED       NCGS
 EY1632  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EY1632
 EY1632                          STATION DESCRIPTION
 EY1632
 EY1632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1632'2.4 MI S FROM WINDSOR.
 EY1632'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS
 EY1632'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13
 EY1632'AND US 17 FOR 1.5 MILES TO SR 1500 (SE), AND STATION ON LEFT IN SE
 EY1632'QUADRANT OF INTERSECTION IN A GAS PUMP ISLAND OF THE AMERICAN SERVICE
 EY1632'STATION.  96.5 FT. ENE OF C/L OF US 13 AND US 17 NORTH BOUND LANE,
 EY1632'109.4 FT. SOUTH OF C/L OF SR 1500, 0.4 FT. NORTH OF BASE OF LIGHT POLE
 EY1632'IN MIDDLE OF GAS ISLAND, 32.0 FT. WEST OF CENTER OF FRONT DOOR TO
 EY1632'SERVICE STATION, 44.1 FT. NORTH OF 18 IN. LONG LEAF PINE WITH ALUMINUM
 EY1632'REF. TAG, AND 32.6 SSW OF PP NO. 126 WITH ALUMINUM REF. TAG. DISK IS
 EY1632'SET FLUSH IN DRILL HOLE IN CONCRETE ISLAND.
 EY1632
 EY1632                          STATION RECOVERY (1980)
 EY1632
 EY1632'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1632'GAS PUMP ISLAND HAS BEEN DESTROYED AND PUMPS RELOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1633 ***********************************************************************
 EY1633  DESIGNATION -  BER 66
 EY1633  PID         -  EY1633
 EY1633  STATE/COUNTY-  NC/BERTIE
 EY1633  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1633
 EY1633                         *CURRENT SURVEY CONTROL
 EY1633  ___________________________________________________________________
 EY1633* NAD 83(2001)-  35 58 51.81717(N)    076 57 23.35456(W)     NO CHECK  
 EY1633* NAVD 88     -         9.734  (meters)      31.94   (feet)  ADJUSTED  
 EY1633  ___________________________________________________________________
 EY1633  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 EY1633  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EY1633  DYNAMIC HT  -           9.726 (meters)      31.91  (feet)  COMP
 EY1633  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 EY1633
 EY1633  HORZ ORDER  -  SECOND
 EY1633  VERT ORDER  -  SECOND    CLASS II
 EY1633
 EY1633.The horizontal coordinates were established by classical geodetic methods
 EY1633.and adjusted by the National Geodetic Survey in August 2005.
 EY1633.No horizontal observational check was made to the station.
 EY1633
 EY1633.The orthometric height was determined by differential leveling
 EY1633.and adjusted in June 1991.
 EY1633
 EY1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1633
 EY1633.The geoid height was determined by GEOID03.
 EY1633
 EY1633.The dynamic height is computed by dividing the NAVD 88
 EY1633.geopotential number by the normal gravity value computed on the
 EY1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1633.degrees latitude (g = 980.6199 gals.).
 EY1633
 EY1633.The modeled gravity was interpolated from observed gravity values.
 EY1633
 EY1633;                    North         East     Units Scale Factor Converg.
 EY1633;SPC NC       -   249,396.014   793,874.312   MT  0.99995348   +1 10 46.0
 EY1633;SPC NC       -   818,226.76  2,604,569.31   sFT  0.99995348   +1 10 46.0
 EY1633;UTM  18      - 3,983,617.508   323,613.582   MT  0.99998337   -1 08 59.2
 EY1633
 EY1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1633!SPC NC       -   1.00000411  x   0.99995348  =   0.99995759
 EY1633!UTM  18      -   1.00000411  x   0.99998337  =   0.99998748
 EY1633
 EY1633                          SUPERSEDED SURVEY CONTROL
 EY1633
 EY1633  NAD 83(1986)-  35 58 51.82630(N)    076 57 23.36624(W) AD(       ) 2
 EY1633  NGVD 29 (??/??/92)   10.062  (m)           33.01   (f) ADJ UNCH    2 2
 EY1633
 EY1633.Superseded values are not recommended for survey control.
 EY1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1633.See file dsdata.txt to determine how the superseded data were derived.
 EY1633
 EY1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2361483618(NAD 83)
 EY1633_MARKER: DD = SURVEY DISK
 EY1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1633_SP_SET: CONCRETE BASE
 EY1633_STAMPING: BER-66 1975
 EY1633_MARK LOGO: NCGS  
 EY1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1633
 EY1633  HISTORY     - Date     Condition        Report By
 EY1633  HISTORY     - 1975     MONUMENTED       NCGS
 EY1633  HISTORY     - 1980     GOOD             NCGS
 EY1633  HISTORY     - 1980     GOOD             NCGS
 EY1633  HISTORY     - 19950508 GOOD             USPSQD
 EY1633
 EY1633                          STATION DESCRIPTION
 EY1633
 EY1633'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1633'1.3 MI SSW FROM WINDSOR.
 EY1633'TO REACH STATION FROM THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS
 EY1633'AND US 17 BUSINESS AT SW EDGE OF WINDSOR, PROCEED SOUTH ALONG US 13
 EY1633'AND US 17 FOR 0.3 MILE TO THE NATIONAL GUARD BUILDING ON LEFT AND
 EY1633'STATION IN THE FLAG POLE BASE.  88.2 FT. EAST OF C/L OF US 13 AND US
 EY1633'17 NORTH, 203.8 FT. NORTH OF C/L OF SR 1527, 0.6 FT. WEST OF BASE OF
 EY1633'METAL FLAG POLE, 47.9 FT. WNW OF SOUTHERNMOST METAL SUPPORT POST AT
 EY1633'FRONT OF ARMORY, AND 48.0 FT. WSW OF NORTHERNMOST METAL SUPPORT POST
 EY1633'AT FRONT OF ARMORY.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE.
 EY1633
 EY1633                          STATION RECOVERY (1980)
 EY1633
 EY1633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1633'STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH-SOUTHWEST OF WINDSOR.
 EY1633'TO REACH STATION FROM INTERSECTION OF US 17-US 13 WITH US 13 NORTH
 EY1633'BYPASS SOUTHWEST OF WINDSOR, PROCEED SOUTH ALONG US 17-US 13 FOR 0.3
 EY1633'MILE TO STATION ON THE LEFT AT THE NATIONAL GUARD BUILDING, IN THE
 EY1633'BASE OF FLAG POLE.
 EY1633'
 EY1633'STATION IS A NCGS BENCH MARK DISK STAMPED---BER 66 1975---SET FLUSH
 EY1633'IN DRILL HOLE. 88.2 FEET EAST OF CENTERLINE OF NORTH BOUND LANE OF
 EY1633'HIGHWAY, 203.8 FEET NORTH OF CENTERLINE OF SR 1527, 0.6 FEET WEST OF
 EY1633'BASE OF METAL FLAG POLE, 47.9 FEET WEST-NORTHWEST OF SOUTHERNMOST
 EY1633'METAL SUPPORT POST AND 48.0 FEET WEST-SOUTHWEST OF NORTHERNMOST METAL
 EY1633'SUPPORT POST.
 EY1633
 EY1633                          STATION RECOVERY (1980)
 EY1633
 EY1633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1633'RECOVERED IN GOOD CONDITION.
 EY1633'THE MARK IS 2 FT BELOW HIGHWAY.
 EY1633
 EY1633                          STATION RECOVERY (1995)
 EY1633
 EY1633'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1634 ***********************************************************************
 EY1634  DESIGNATION -  BER 67
 EY1634  PID         -  EY1634
 EY1634  STATE/COUNTY-  NC/BERTIE
 EY1634  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1634
 EY1634                         *CURRENT SURVEY CONTROL
 EY1634  ___________________________________________________________________
 EY1634* NAD 83(1986)-  35 59 14.     (N)    076 57 22.     (W)     SCALED    
 EY1634* NAVD 88     -         3.794  (meters)      12.45   (feet)  ADJUSTED  
 EY1634  ___________________________________________________________________
 EY1634  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 EY1634  DYNAMIC HT  -           3.791 (meters)      12.44  (feet)  COMP
 EY1634  MODELED GRAV-     979,825.9   (mgal)                       NAVD 88
 EY1634
 EY1634  VERT ORDER  -  SECOND    CLASS II
 EY1634
 EY1634.The horizontal coordinates were scaled from a topographic map and have
 EY1634.an estimated accuracy of +/- 6 seconds.
 EY1634
 EY1634.The orthometric height was determined by differential leveling
 EY1634.and adjusted in June 1991.
 EY1634
 EY1634.The geoid height was determined by GEOID03.
 EY1634
 EY1634.The dynamic height is computed by dividing the NAVD 88
 EY1634.geopotential number by the normal gravity value computed on the
 EY1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1634.degrees latitude (g = 980.6199 gals.).
 EY1634
 EY1634.The modeled gravity was interpolated from observed gravity values.
 EY1634
 EY1634;                    North         East    Units  Estimated Accuracy
 EY1634;SPC NC       -   250,080.      793,890.      MT  (+/- 180 meters Scaled)
 EY1634
 EY1634                          SUPERSEDED SURVEY CONTROL
 EY1634
 EY1634  NGVD 29 (??/??/92)    4.122  (m)           13.52   (f) ADJ UNCH    2 2
 EY1634
 EY1634.Superseded values are not recommended for survey control.
 EY1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1634.See file dsdata.txt to determine how the superseded data were derived.
 EY1634
 EY1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE236843(NAD 83)
 EY1634_MARKER: DD = SURVEY DISK
 EY1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1634_SP_SET: HEADWALL
 EY1634_STAMPING: BER-67 1975
 EY1634_MARK LOGO: NCGS  
 EY1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1634
 EY1634  HISTORY     - Date     Condition        Report By
 EY1634  HISTORY     - 1975     MONUMENTED       NCGS
 EY1634  HISTORY     - 1980     GOOD             NCGS
 EY1634  HISTORY     - 19950508 GOOD             USPSQD
 EY1634
 EY1634                          STATION DESCRIPTION
 EY1634
 EY1634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1634'IN WINDSOR.
 EY1634'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS (THE
 EY1634'JUNCTION OF US 13 BUSINESS AND US 17 BUSINESS) IN CENTER OF WINDSOR,
 EY1634'PROCEED SW ALONG GRANVILLE STREET FOR 1.0 MILE TO A CULVERT UNDER
 EY1634'HIGHWAY, AND STATION ON LEFT IN THE EAST HEADWALL, APPROXIMATELY 1000
 EY1634'FEET NE OF THE JUNCTION OF US 13 BYPASS WITH US 13 BUSINESS AND US 17
 EY1634'BUSINESS.  28.6 FT. ESE OF C/L OF US 13 AND US 17 BUSINESS, 0.8 FT.
 EY1634'NNE OF THE SOUTH END OF HEADWALL, AND 52.6 FT. NE OF PP WITH ALUMINUM
 EY1634'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN HEADWALL, AND 1 FOOT
 EY1634'LOWER THAN ROAD SURFACE.
 EY1634
 EY1634                          STATION RECOVERY (1980)
 EY1634
 EY1634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1634'RECOVERED IN GOOD CONDITION.
 EY1634'THE MARK IS 1 FT BELOW HIGHWAY.
 EY1634
 EY1634                          STATION RECOVERY (1995)
 EY1634
 EY1634'RECOVERY NOTE BY US POWER SQUADRON 1995
 EY1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1635 ***********************************************************************
 EY1635  DESIGNATION -  BER 68
 EY1635  PID         -  EY1635
 EY1635  STATE/COUNTY-  NC/BERTIE
 EY1635  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1635
 EY1635                         *CURRENT SURVEY CONTROL
 EY1635  ___________________________________________________________________
 EY1635* NAD 83(2001)-  35 59 36.28694(N)    076 56 32.79537(W)     NO CHECK  
 EY1635* NAVD 88     -         2.205  (meters)       7.23   (feet)  ADJUSTED  
 EY1635  ___________________________________________________________________
 EY1635  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 EY1635  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 EY1635  DYNAMIC HT  -           2.203 (meters)       7.23  (feet)  COMP
 EY1635  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 EY1635
 EY1635  HORZ ORDER  -  SECOND
 EY1635  VERT ORDER  -  SECOND    CLASS II
 EY1635
 EY1635.The horizontal coordinates were established by classical geodetic methods
 EY1635.and adjusted by the National Geodetic Survey in August 2005.
 EY1635.No horizontal observational check was made to the station.
 EY1635
 EY1635.The orthometric height was determined by differential leveling
 EY1635.and adjusted in June 1991.
 EY1635
 EY1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1635
 EY1635.The geoid height was determined by GEOID03.
 EY1635
 EY1635.The dynamic height is computed by dividing the NAVD 88
 EY1635.geopotential number by the normal gravity value computed on the
 EY1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1635.degrees latitude (g = 980.6199 gals.).
 EY1635
 EY1635.The modeled gravity was interpolated from observed gravity values.
 EY1635
 EY1635;                    North         East     Units Scale Factor Converg.
 EY1635;SPC NC       -   250,792.460   795,112.159   MT  0.99995625   +1 11 15.2
 EY1635;SPC NC       -   822,808.26  2,608,630.47   sFT  0.99995625   +1 11 15.2
 EY1635;UTM  18      - 3,984,962.524   324,907.195   MT  0.99997777   -1 08 30.7
 EY1635
 EY1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1635!SPC NC       -   1.00000530  x   0.99995625  =   0.99996155
 EY1635!UTM  18      -   1.00000530  x   0.99997777  =   0.99998307
 EY1635
 EY1635                          SUPERSEDED SURVEY CONTROL
 EY1635
 EY1635  NAD 83(1986)-  35 59 36.29584(N)    076 56 32.80667(W) AD(       ) 2
 EY1635  NGVD 29 (??/??/92)    2.535  (m)            8.32   (f) ADJ UNCH    2 2
 EY1635
 EY1635.Superseded values are not recommended for survey control.
 EY1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1635.See file dsdata.txt to determine how the superseded data were derived.
 EY1635
 EY1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2490784963(NAD 83)
 EY1635_MARKER: DD = SURVEY DISK
 EY1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1635_SP_SET: BRIDGE WALK
 EY1635_STAMPING: BER-68 1975
 EY1635_MARK LOGO: NCGS  
 EY1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1635
 EY1635  HISTORY     - Date     Condition        Report By
 EY1635  HISTORY     - 1975     MONUMENTED       NCGS
 EY1635  HISTORY     - 1980     GOOD             NCGS
 EY1635  HISTORY     - 20020728 GOOD             USPSQD
 EY1635
 EY1635                          STATION DESCRIPTION
 EY1635
 EY1635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1635'IN WINDSOR.
 EY1635'STATION IS AT THE US 17 (KING STREET) BRIDGE OVER THE CASHIE RIVER, IN
 EY1635'THE SE END OF THE SW BRIDGE WALKWAY.  17.8 FT. WSW OF C/L OF US 17,
 EY1635'1.4 FT. NNW OF SE END OF SW BRIDGE WALKWAY, AND 2.1 FT. ENE OF CENTER
 EY1635'OF TOP OF TALLEST CONCRETE BRIDGE RAIL.  DISK IS SET FLUSH IN DRILL
 EY1635'HOLE IN CONCRETE BRIDGE WALK.
 EY1635
 EY1635                          STATION RECOVERY (1980)
 EY1635
 EY1635'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1635'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 EY1635'THE MARK IS 1 FT ABOVE HIGHWAY.
 EY1635
 EY1635                          STATION RECOVERY (2002)
 EY1635
 EY1635'RECOVERY NOTE BY US POWER SQUADRON 2002
 EY1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1636 ***********************************************************************
 EY1636  DESIGNATION -  BER 69
 EY1636  PID         -  EY1636
 EY1636  STATE/COUNTY-  NC/BERTIE
 EY1636  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1636
 EY1636                         *CURRENT SURVEY CONTROL
 EY1636  ___________________________________________________________________
 EY1636* NAD 83(1986)-  35 59 23.     (N)    076 55 23.     (W)     SCALED    
 EY1636* NAVD 88     -         8.500  (meters)      27.89   (feet)  ADJUSTED  
 EY1636  ___________________________________________________________________
 EY1636  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EY1636  DYNAMIC HT  -           8.493 (meters)      27.86  (feet)  COMP
 EY1636  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 EY1636
 EY1636  VERT ORDER  -  SECOND    CLASS II
 EY1636
 EY1636.The horizontal coordinates were scaled from a topographic map and have
 EY1636.an estimated accuracy of +/- 6 seconds.
 EY1636
 EY1636.The orthometric height was determined by differential leveling
 EY1636.and adjusted in June 1991.
 EY1636
 EY1636.The geoid height was determined by GEOID03.
 EY1636
 EY1636.The dynamic height is computed by dividing the NAVD 88
 EY1636.geopotential number by the normal gravity value computed on the
 EY1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1636.degrees latitude (g = 980.6199 gals.).
 EY1636
 EY1636.The modeled gravity was interpolated from observed gravity values.
 EY1636
 EY1636;                    North         East    Units  Estimated Accuracy
 EY1636;SPC NC       -   250,420.      796,870.      MT  (+/- 180 meters Scaled)
 EY1636
 EY1636                          SUPERSEDED SURVEY CONTROL
 EY1636
 EY1636  NGVD 29 (??/??/92)    8.828  (m)           28.96   (f) ADJ UNCH    2 2
 EY1636
 EY1636.Superseded values are not recommended for survey control.
 EY1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1636.See file dsdata.txt to determine how the superseded data were derived.
 EY1636
 EY1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE266845(NAD 83)
 EY1636_MARKER: DD = SURVEY DISK
 EY1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1636_SP_SET: BRIDGE WALK
 EY1636_STAMPING: BER-69 1975
 EY1636_MARK LOGO: NCGS  
 EY1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1636
 EY1636  HISTORY     - Date     Condition        Report By
 EY1636  HISTORY     - 1975     MONUMENTED       NCGS
 EY1636  HISTORY     - 1980     GOOD             NCGS
 EY1636
 EY1636                          STATION DESCRIPTION
 EY1636
 EY1636'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EY1636'1.5 MI ESE FROM WINDSOR.
 EY1636'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS
 EY1636'(JUNCTION OF US 13 BUSINESS AND US 17 BUSINESS) IN CENTER OF WINDSOR,
 EY1636'PROCEED SE AND EAST ALONG KING STREET (US 17-NORTH) FOR 1.65 MILES TO
 EY1636'SANDY POINT BAPTIST CHURCH ON RIGHT AND STATION IN THE CONCRETE WALK
 EY1636'AT NE CORNER OF BUILDING.  4.4 FT. EAST OF CENTER OF EASTERNMOST FRONT
 EY1636'ENTRANCE, 4.9 FT. SOUTH OF NORTH END OF EASTERNMOST HAND RAIL FOR
 EY1636'STEPS AT FRONT ENTRANCE, 21.6 FT. WSW OF POWER SERVICE POLE NO. 2XX
 EY1636'WITH ALUMINUM REF. TAG, AND 26.7 FT. SW OF 12 IN. OAK WITH ALUMINUM
 EY1636'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE WALK.
 EY1636
 EY1636                          STATION RECOVERY (1980)
 EY1636
 EY1636'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2091 ***********************************************************************
 FX2091  DESIGNATION -  BER 7
 FX2091  PID         -  FX2091
 FX2091  STATE/COUNTY-  NC/BERTIE
 FX2091  USGS QUAD   -  COLERAIN (1982)
 FX2091
 FX2091                         *CURRENT SURVEY CONTROL
 FX2091  ___________________________________________________________________
 FX2091* NAD 83(1986)-  36 09 28.     (N)    076 47 01.     (W)     SCALED    
 FX2091* NAVD 88     -        19.973  (meters)      65.53   (feet)  ADJUSTED  
 FX2091  ___________________________________________________________________
 FX2091  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 FX2091  DYNAMIC HT  -          19.957 (meters)      65.48  (feet)  COMP
 FX2091  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 FX2091
 FX2091  VERT ORDER  -  SECOND    CLASS II
 FX2091
 FX2091.The horizontal coordinates were scaled from a topographic map and have
 FX2091.an estimated accuracy of +/- 6 seconds.
 FX2091
 FX2091.The orthometric height was determined by differential leveling
 FX2091.and adjusted in June 1991.
 FX2091
 FX2091.The geoid height was determined by GEOID03.
 FX2091
 FX2091.The dynamic height is computed by dividing the NAVD 88
 FX2091.geopotential number by the normal gravity value computed on the
 FX2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2091.degrees latitude (g = 980.6199 gals.).
 FX2091
 FX2091.The modeled gravity was interpolated from observed gravity values.
 FX2091
 FX2091;                    North         East    Units  Estimated Accuracy
 FX2091;SPC NC       -   269,330.      809,020.      MT  (+/- 180 meters Scaled)
 FX2091
 FX2091                          SUPERSEDED SURVEY CONTROL
 FX2091
 FX2091  NGVD 29 (??/??/92)   20.305  (m)           66.62   (f) ADJ UNCH    2 2
 FX2091
 FX2091.Superseded values are not recommended for survey control.
 FX2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2091.See file dsdata.txt to determine how the superseded data were derived.
 FX2091
 FX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF395029(NAD 83)
 FX2091_MARKER: DB = BENCH MARK DISK
 FX2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2091_STAMPING: BER 7 1974
 FX2091_MARK LOGO: NCGS  
 FX2091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2091+STABILITY: SURFACE MOTION
 FX2091
 FX2091  HISTORY     - Date     Condition        Report By
 FX2091  HISTORY     - 1974     MONUMENTED       NCGS
 FX2091
 FX2091                          STATION DESCRIPTION
 FX2091
 FX2091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2091'3.6 MILES SOUTH OF COLERAIN.
 FX2091'BER 7 IS LOCATED APPROXIMATELY 14.4 MILES (23.2 KM) NE OF WINDSOR.  TO
 FX2091'REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2091'PROCEED SOUTH ALONG NC 45 FOR 4.0 MILES (6.4 KM) TO STATION ON RIGHT
 FX2091'NEAR A PP AT EASTERNMOST CORNER OF BOBBY BELCH YARD, 0.3 MILE (0.5 KM)
 FX2091'SE OF INTERSECTION WITH SR 1347 (SW), 30.6 FT SW OF C/L NC 45, 19.0 FT
 FX2091'SE OF C/L DRIVE TO BRICK RESIDENCE, 14.8 FT SOUTH OF SE END OF CULVERT
 FX2091'UNDER DRIVE, 3.0 FT ESE OF PP KD 23 WITH ALUMINUM REF. TAG AND
 FX2091'TRANSFORMER AND 98.3 FT EAST OF EASTERNMOST CARPORT COLUMN.  DISK IS
 FX2091'SET IN TOP OF CONCRETE PRECAST MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2594 ***********************************************************************
 FX2594  DESIGNATION -  BER 70
 FX2594  PID         -  FX2594
 FX2594  STATE/COUNTY-  NC/BERTIE
 FX2594  USGS QUAD   -  MERRY HILL (1982)
 FX2594
 FX2594                         *CURRENT SURVEY CONTROL
 FX2594  ___________________________________________________________________
 FX2594* NAD 83(2001)-  36 00 59.40705(N)    076 50 38.14738(W)     ADJUSTED  
 FX2594* NAVD 88     -        13.144  (meters)      43.12   (feet)  ADJUSTED  
 FX2594  ___________________________________________________________________
 FX2594  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 FX2594  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 FX2594  DYNAMIC HT  -          13.133 (meters)      43.09  (feet)  COMP
 FX2594  MODELED GRAV-     979,810.3   (mgal)                       NAVD 88
 FX2594
 FX2594  HORZ ORDER  -  SECOND
 FX2594  VERT ORDER  -  SECOND    CLASS II
 FX2594
 FX2594.The horizontal coordinates were established by classical geodetic methods
 FX2594.and adjusted by the National Geodetic Survey in August 2005.
 FX2594
 FX2594.The orthometric height was determined by differential leveling
 FX2594.and adjusted in June 1991.
 FX2594.WARNING-Repeat measurements at this control monument indicate possible
 FX2594.vertical movement.
 FX2594
 FX2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2594
 FX2594.The geoid height was determined by GEOID03.
 FX2594
 FX2594.The dynamic height is computed by dividing the NAVD 88
 FX2594.geopotential number by the normal gravity value computed on the
 FX2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2594.degrees latitude (g = 980.6199 gals.).
 FX2594
 FX2594.The modeled gravity was interpolated from observed gravity values.
 FX2594
 FX2594;                    North         East     Units Scale Factor Converg.
 FX2594;SPC NC       -   253,542.179   803,937.197   MT  0.99996155   +1 14 39.9
 FX2594;SPC NC       -   831,829.63  2,637,583.95   sFT  0.99996155   +1 14 39.9
 FX2594;UTM  18      - 3,987,351.316   333,836.691   MT  0.99994022   -1 05 04.2
 FX2594
 FX2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2594!SPC NC       -   1.00000362  x   0.99996155  =   0.99996517
 FX2594!UTM  18      -   1.00000362  x   0.99994022  =   0.99994384
 FX2594
 FX2594                          SUPERSEDED SURVEY CONTROL
 FX2594
 FX2594  NAD 83(1993)-  36 00 59.41585(N)    076 50 38.15803(W) AD(       ) 2
 FX2594  NAD 83(1986)-  36 00 59.41699(N)    076 50 38.15964(W) AD(       ) 2
 FX2594  NGVD 29 (??/??/92)   13.485  (m)           44.24   (f) ADJ UNCH    2 2
 FX2594
 FX2594.Superseded values are not recommended for survey control.
 FX2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2594.See file dsdata.txt to determine how the superseded data were derived.
 FX2594
 FX2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3383787351(NAD 83)
 FX2594_MARKER: DD = SURVEY DISK
 FX2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2594_STAMPING: BER-70 1975
 FX2594_MARK LOGO: NCGS  
 FX2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2594+STABILITY: SURFACE MOTION
 FX2594
 FX2594  HISTORY     - Date     Condition        Report By
 FX2594  HISTORY     - 1975     MONUMENTED       NCGS
 FX2594  HISTORY     - 1980     GOOD             NCGS
 FX2594  HISTORY     - 1980     GOOD             NCGS
 FX2594
 FX2594                          STATION DESCRIPTION
 FX2594
 FX2594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2594'5.9 MI E FROM WINDSOR.
 FX2594'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS
 FX2594'(JUNCTION OF US 13 BUSINESS AND US 17 BUSINESS) IN CENTER OF WINDSOR,
 FX2594'PROCEED SE AND EAST ALONG KING STREET (US 17 NORTH) FOR 7.0 MILES TO
 FX2594'SR 1504 (S) AND STATION IN SW QUADRANT OF THE T-INTERSECTION.  34.0
 FX2594'FT. SOUTH OF C/L OF US 17, 128.6 FT. WEST OF C/L OF SR 1504, 10.7 FT.
 FX2594'WEST OF TP NO. 357 WITH ALUMINUM REF. TAG, 24.7 FT. NORTH OF SERVICE
 FX2594'POLE NO. H-182/R-21 WITH ALUMINUM REF. TAG, AND 53.9 FT. ENE OF AN 8
 FX2594'IN. HOLLY ON EAST SIDE OF A DRIVEWAY.  DISK IS SET IN TOP OF CONCRETE
 FX2594'PRECAST MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 FX2594
 FX2594                          STATION RECOVERY (1980)
 FX2594
 FX2594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2594'STATION IS LOCATED 4.0 MILES WEST OF MERRY HILL, 6.2 MILES
 FX2594'EAST-NORTHEAST OF WINDSOR. TO REACH STATION FROM INTERSECTION OF US
 FX2594'17 WITH NC 45 BETWEEN WINDSOR AND EDENTON, PROCEED SOUTHWEST ALONG US
 FX2594'17 FOR 3.55 MILES TO STATION ON THE LEFT.
 FX2594'
 FX2594'STATION IS A BENCH MARK DISK STAMPED---BER 70 1975---SET IN TOP OF
 FX2594'A 6 INCH CONCRETE MONUMENT FLUSH WITH GROUND SURFACE. 34.0 FEET
 FX2594'SOUTH OF CENTERLINE OF US 17, 128.6 FEET WEST OF CENTERLINE OF
 FX2594'SR 1504, 10.7 FEET WEST OF TELEPHONE POLE 357 WITH TAG, 24.7 FEET
 FX2594'NORTH OF SERVICE POLE H-182/R-21 WITH TAG AND 53.9 FEET
 FX2594'EAST-NORTHEAST OF 8 INCH HOLLY.
 FX2594
 FX2594                          STATION RECOVERY (1980)
 FX2594
 FX2594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2594'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2594'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2092 ***********************************************************************
 FX2092  DESIGNATION -  BER 8
 FX2092  PID         -  FX2092
 FX2092  STATE/COUNTY-  NC/BERTIE
 FX2092  USGS QUAD   -  COLERAIN (1982)
 FX2092
 FX2092                         *CURRENT SURVEY CONTROL
 FX2092  ___________________________________________________________________
 FX2092* NAD 83(1986)-  36 08 15.     (N)    076 46 16.     (W)     SCALED    
 FX2092* NAVD 88     -        18.427  (meters)      60.46   (feet)  ADJUSTED  
 FX2092  ___________________________________________________________________
 FX2092  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 FX2092  DYNAMIC HT  -          18.412 (meters)      60.41  (feet)  COMP
 FX2092  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 FX2092
 FX2092  VERT ORDER  -  SECOND    CLASS II
 FX2092
 FX2092.The horizontal coordinates were scaled from a topographic map and have
 FX2092.an estimated accuracy of +/- 6 seconds.
 FX2092
 FX2092.The orthometric height was determined by differential leveling
 FX2092.and adjusted in June 1991.
 FX2092
 FX2092.The geoid height was determined by GEOID03.
 FX2092
 FX2092.The dynamic height is computed by dividing the NAVD 88
 FX2092.geopotential number by the normal gravity value computed on the
 FX2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2092.degrees latitude (g = 980.6199 gals.).
 FX2092
 FX2092.The modeled gravity was interpolated from observed gravity values.
 FX2092
 FX2092;                    North         East    Units  Estimated Accuracy
 FX2092;SPC NC       -   267,110.      810,200.      MT  (+/- 180 meters Scaled)
 FX2092
 FX2092                          SUPERSEDED SURVEY CONTROL
 FX2092
 FX2092  NGVD 29 (??/??/92)   18.759  (m)           61.55   (f) ADJ UNCH    2 2
 FX2092
 FX2092.Superseded values are not recommended for survey control.
 FX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2092.See file dsdata.txt to determine how the superseded data were derived.
 FX2092
 FX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF406006(NAD 83)
 FX2092_MARKER: DB = BENCH MARK DISK
 FX2092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2092_SP_SET: CULVERT HEADWALL
 FX2092_STAMPING: BER 8 1974
 FX2092_MARK LOGO: NCGS  
 FX2092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2092+STABILITY: SURFACE MOTION
 FX2092
 FX2092  HISTORY     - Date     Condition        Report By
 FX2092  HISTORY     - 1974     MONUMENTED       NCGS
 FX2092
 FX2092                          STATION DESCRIPTION
 FX2092
 FX2092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2092'4.3 MILES SOUTH OF COLERAIN.
 FX2092'BER 8 IS LOCATED APPROXIMATELY 14.0 MILES (22.5 KM) NE OF WINDSOR.  TO
 FX2092'REACH STATION FROM INTERSECTION OF NC 45 WITH NC 350 IN COLERAIN,
 FX2092'PROCEED SOUTH ALONG NC 45 FOR 4.9 MILES (7.9 KM) TO STATION ON RIGHT
 FX2092'IN WEST HEADWALL OF CULVERT UNDER HIGHWAY, 0.1 MILE (0.2 KM) SOUTH OF
 FX2092'INTERSECTION WITH SR 1344 (WEST) TO PERRYTOWN, 21.4 FT WEST OF C/L OF
 FX2092'NC 45, 52.3 FT WSW OF TP 120 WITH ALUMINUM REF. TAG, 113.1 FT SOUTH OF
 FX2092'PP 28183 WITH ALUMINUM REF. TAG AND 0.7 FT NORTH OF THE SOUTH END OF
 FX2092'WEST HEADWALL.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2094 ***********************************************************************
 FX2094  DESIGNATION -  BER 9
 FX2094  PID         -  FX2094
 FX2094  STATE/COUNTY-  NC/BERTIE
 FX2094  USGS QUAD   -  MERRY HILL (1982)
 FX2094
 FX2094                         *CURRENT SURVEY CONTROL
 FX2094  ___________________________________________________________________
 FX2094* NAD 83(1986)-  36 06 11.     (N)    076 45 58.     (W)     SCALED    
 FX2094* NAVD 88     -        12.193  (meters)      40.00   (feet)  ADJUSTED  
 FX2094  ___________________________________________________________________
 FX2094  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 FX2094  DYNAMIC HT  -          12.183 (meters)      39.97  (feet)  COMP
 FX2094  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 FX2094
 FX2094  VERT ORDER  -  SECOND    CLASS II
 FX2094
 FX2094.The horizontal coordinates were scaled from a topographic map and have
 FX2094.an estimated accuracy of +/- 6 seconds.
 FX2094
 FX2094.The orthometric height was determined by differential leveling
 FX2094.and adjusted in June 1991.
 FX2094
 FX2094.The geoid height was determined by GEOID03.
 FX2094
 FX2094.The dynamic height is computed by dividing the NAVD 88
 FX2094.geopotential number by the normal gravity value computed on the
 FX2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2094.degrees latitude (g = 980.6199 gals.).
 FX2094
 FX2094.The modeled gravity was interpolated from observed gravity values.
 FX2094
 FX2094;                    North         East    Units  Estimated Accuracy
 FX2094;SPC NC       -   263,300.      810,730.      MT  (+/- 180 meters Scaled)
 FX2094
 FX2094                          SUPERSEDED SURVEY CONTROL
 FX2094
 FX2094  NGVD 29 (??/??/92)   12.524  (m)           41.09   (f) ADJ UNCH    2 2
 FX2094
 FX2094.Superseded values are not recommended for survey control.
 FX2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2094.See file dsdata.txt to determine how the superseded data were derived.
 FX2094
 FX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE410968(NAD 83)
 FX2094_MARKER: DB = BENCH MARK DISK
 FX2094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FX2094_SP_SET: CULVERT HEADWALL
 FX2094_STAMPING: BER 9 1974
 FX2094_MARK LOGO: NCGS  
 FX2094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2094+STABILITY: SURFACE MOTION
 FX2094
 FX2094  HISTORY     - Date     Condition        Report By
 FX2094  HISTORY     - 1974     MONUMENTED       NCGS
 FX2094
 FX2094                          STATION DESCRIPTION
 FX2094
 FX2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 FX2094'5.5 MILES SOUTH OF COLERAIN.
 FX2094'BER 9 IS LOCATED APPROXIMATELY 12.7 MILES (20.4 KM) NE OF WINDSOR.  TO
 FX2094'REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2094'ALONG NC 45 FOR 5.5 MILES (8.9 KM) TO STATION ON LEFT IN WEST HEADWALL
 FX2094'OF CULVERT UNDER HIGHWAY, 0.15 MILE (0.24 KM) SOUTH OF INTERSECTION
 FX2094'WITH SR 1356 AT RIVERSIDE BAPTIST CHURCH, 17.8 FT WNW OF C/L OF NC 45,
 FX2094'13.9 FT EAST OF 6 INCH SWEET GUM WITH ALUMINUM REF. TAG, 39.0 FT SOUTH
 FX2094'OF 15 INCH YELLOW POPLAR WITH ALUMINUM REF. TAG AND 0.5 FT NORTH OF
 FX2094'SOUTH END OF WEST HEADWALL.  DISK IS SET FLUSH IN DRILL HOLE IN
 FX2094'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2001 ***********************************************************************
 EY2001  DESIGNATION -  BEREAN
 EY2001  PID         -  EY2001
 EY2001  STATE/COUNTY-  NC/PITT
 EY2001  USGS QUAD   -  GARDNERVILLE (1983)
 EY2001
 EY2001                         *CURRENT SURVEY CONTROL
 EY2001  ___________________________________________________________________
 EY2001* NAD 83(2001)-  35 28 03.52090(N)    077 19 53.17323(W)     ADJUSTED  
 EY2001* NAVD 88     -        15.232  (meters)      49.97   (feet)  ADJUSTED  
 EY2001  ___________________________________________________________________
 EY2001  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EY2001  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 EY2001  DYNAMIC HT  -          15.219 (meters)      49.93  (feet)  COMP
 EY2001  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 EY2001
 EY2001  HORZ ORDER  -  SECOND
 EY2001  VERT ORDER  -  SECOND    CLASS II
 EY2001
 EY2001.The horizontal coordinates were established by classical geodetic methods
 EY2001.and adjusted by the National Geodetic Survey in August 2005.
 EY2001
 EY2001.The orthometric height was determined by differential leveling
 EY2001.and adjusted in June 1991.
 EY2001
 EY2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2001
 EY2001.The geoid height was determined by GEOID03.
 EY2001
 EY2001.The dynamic height is computed by dividing the NAVD 88
 EY2001.geopotential number by the normal gravity value computed on the
 EY2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2001.degrees latitude (g = 980.6199 gals.).
 EY2001
 EY2001.The modeled gravity was interpolated from observed gravity values.
 EY2001
 EY2001;                    North         East     Units Scale Factor Converg.
 EY2001;SPC NC       -   191,811.562   761,024.254   MT  0.99987966   +0 57 47.0
 EY2001;SPC NC       -   629,301.77  2,496,793.74   sFT  0.99987966   +0 57 47.0
 EY2001;UTM  18      - 3,927,403.323   288,450.761   MT  1.00015154   -1 21 11.9
 EY2001
 EY2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2001!SPC NC       -   1.00000330  x   0.99987966  =   0.99988296
 EY2001!UTM  18      -   1.00000330  x   1.00015154  =   1.00015484
 EY2001
 EY2001                          SUPERSEDED SURVEY CONTROL
 EY2001
 EY2001  NAD 83(1986)-  35 28 03.53573(N)    077 19 53.18148(W) AD(       ) 2
 EY2001  NGVD 29 (10/26/90)   15.57   (m)           51.1    (f) LEVELING    3  
 EY2001
 EY2001.Superseded values are not recommended for survey control.
 EY2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2001.See file dsdata.txt to determine how the superseded data were derived.
 EY2001
 EY2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8845127403(NAD 83)
 EY2001_MARKER: DE = TRAVERSE STATION DISK
 EY2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2001_SP_SET: CONCRETE POST
 EY2001_STAMPING: BEREAN 1981
 EY2001_MARK LOGO: NCGS  
 EY2001_PROJECTION: RECESSED 10 CENTIMETERS
 EY2001_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2001+STABILITY: SURFACE MOTION
 EY2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2001+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY2001
 EY2001  HISTORY     - Date     Condition        Report By
 EY2001  HISTORY     - 1981     MONUMENTED       NCGS
 EY2001  HISTORY     - 1982     GOOD             NCGS
 EY2001  HISTORY     - 1986     GOOD             USPSQD
 EY2001  HISTORY     - 19870610 GOOD             USPSQD
 EY2001  HISTORY     - 1989     GOOD             USPSQD
 EY2001  HISTORY     - 1989     GOOD             USPSQD
 EY2001  HISTORY     - 19890715 GOOD             USPSQD
 EY2001  HISTORY     - 20040314 GOOD             USPSQD
 EY2001
 EY2001                          STATION DESCRIPTION
 EY2001
 EY2001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY2001'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES EAST OF AYDEN AND 8.8
 EY2001'MILES NORTHEAST OF GRIFTON.
 EY2001'
 EY2001'THE STATION IS ALONG NC 102, 4.9 MILES EAST OF THE
 EY2001'RAILROAD CROSSING IN AYDEN, IN HIGHWAY SHOULDER ON PROLONGATION OF
 EY2001'SOUTHEAST SIDE OF BEREAN BAPTIST CHURCH.
 EY2001'
 EY2001'STATION MARK IS A STANDARD DISK STAMPED---BEREAN 1981---SET IN TOP OF
 EY2001'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 EY2001'18.1 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 29.4 FEET NORTHWEST
 EY2001'OF NORTHWEST END OF SOUTHEAST DRIVEWAY CULVERT, 76.4 FEET SOUTHEAST OF
 EY2001'SOUTHEAST END OF NORTHWEST DRIVEWAY CULVERT, 60.9 FEET WEST OF
 EY2001'SERVICE POLE WITH REFERENCE TAG, 97.9 FEET NORTHWEST OF POWER POLE
 EY2001'WITH REFERENCE TAG AND 76.6 FEET SOUTHWEST OF THE CORNER OF CHURCH.
 EY2001'
 EY2001'20 MEA IS 0.7 MILE SOUTHEAST OF STATION ALONG NC 102, IN THE
 EY2001'NORTHWEST CORNER OF NORTHEAST HEADWALL.  IT IS A USGS BENCH MARK DISK
 EY2001'SET FLUSH IN DRILL HOLE AND STAMPED---20 MEA 1978 45 FT---.  MARK IS
 EY2001'19.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 2.7 FEET SOUTHEAST OF
 EY2001'NORTHWEST CORNER OF HEADWALL, AND 38.0 FEET WEST OF POWER POLE WITH
 EY2001'REFERENCE TAG.
 EY2001
 EY2001                          STATION RECOVERY (1982)
 EY2001
 EY2001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2001'4.8 MI EAST FROM AYDEN.
 EY2001'STATION IS LOCATED APPROXIMATLY 4.8 MILES EAST OF AYDEN, APPROXIMATELY
 EY2001'8.8 MILES NORTHEAST OF GRIFTON, ALONG NC 102, 4.9 MILES EAST OF THE
 EY2001'RAILROAD CROSSING IN AYDEN, IN HIGHWAY SHOULDER, ON PROLONGATION OF
 EY2001'SOUTHEAST SIDE OF BEREAN BAPTIST CHURCH, 18.1 FEET NORTHEAST OF
 EY2001'CENTERLINE OF HIGHWAY, 29.4 FEET NORTHWEST OF NORTHWEST END OF
 EY2001'SOUTHEAST DRIVEWAY, 76.4 FEET SOUTHEAST OF SOUTHEAST END OF NORTHWEST
 EY2001'DRIVEWAY, 60.9 FEET WEST OF SERVICE POLE WITH ALUMINUM REFERENCE TAG,
 EY2001'97.9 FEET NORTHWEST OF POWER POLE WITH ALUMINUM REFERENCE TAG, 76.6
 EY2001'FEET SOUTHWEST OF THE CORNER OF CHURCH.
 EY2001
 EY2001                          STATION RECOVERY (1986)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY2001'RECOVERED IN GOOD CONDITION.
 EY2001
 EY2001                          STATION RECOVERY (1987)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY2001'RECOVERED IN GOOD CONDITION.
 EY2001
 EY2001                          STATION RECOVERY (1989)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2001'RECOVERED IN GOOD CONDITION.
 EY2001
 EY2001                          STATION RECOVERY (1989)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2001'RECOVERED IN GOOD CONDITION.
 EY2001
 EY2001                          STATION RECOVERY (1989)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY2001'RECOVERED IN GOOD CONDITION.
 EY2001
 EY2001                          STATION RECOVERY (2004)
 EY2001
 EY2001'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2001'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2640 ***********************************************************************
 FZ2640  DESIGNATION -  BEREAN
 FZ2640  PID         -  FZ2640
 FZ2640  STATE/COUNTY-  NC/YADKIN
 FZ2640  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2640
 FZ2640                         *CURRENT SURVEY CONTROL
 FZ2640  ___________________________________________________________________
 FZ2640* NAD 83(2001)-  36 06 57.08269(N)    080 48 49.47758(W)     ADJUSTED  
 FZ2640* NAVD 88     -       330.3    (meters)    1084.     (feet)  VERTCON   
 FZ2640  ___________________________________________________________________
 FZ2640  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FZ2640  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 FZ2640  HORZ ORDER  -  SECOND
 FZ2640
 FZ2640.The horizontal coordinates were established by classical geodetic methods
 FZ2640.and adjusted by the National Geodetic Survey in August 2005.
 FZ2640
 FZ2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2640
 FZ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2640
 FZ2640.The geoid height was determined by GEOID03.
 FZ2640
 FZ2640;                    North         East     Units Scale Factor Converg.
 FZ2640;SPC NC       -   263,947.469   446,318.260   MT  0.99998622   -1 02 48.6
 FZ2640;SPC NC       -   865,967.65  1,464,295.82   sFT  0.99998622   -1 02 48.6
 FZ2640;UTM  17      - 3,996,814.794   516,762.252   MT  0.99960346   +0 06 35.2
 FZ2640
 FZ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2640!SPC NC       -   0.99995340  x   0.99998622  =   0.99993962
 FZ2640!UTM  17      -   0.99995340  x   0.99960346  =   0.99955688
 FZ2640
 FZ2640                          SUPERSEDED SURVEY CONTROL
 FZ2640
 FZ2640  NAD 83(1993)-  36 06 57.08838(N)    080 48 49.48623(W) AD(       ) 2
 FZ2640  NAD 83(1986)-  36 06 57.09221(N)    080 48 49.48426(W) AD(       ) 2
 FZ2640  NGVD 29 (05/28/98)  330.4    (m)         1084.     (f) VERT ANG    3  
 FZ2640
 FZ2640.Superseded values are not recommended for survey control.
 FZ2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2640.See file dsdata.txt to determine how the superseded data were derived.
 FZ2640
 FZ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1676296815(NAD 83)
 FZ2640_MARKER: DE = TRAVERSE STATION DISK
 FZ2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2640_STAMPING: BEREAN 1980
 FZ2640_MARK LOGO: NCGS  
 FZ2640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2640+STABILITY: SURFACE MOTION
 FZ2640
 FZ2640  HISTORY     - Date     Condition        Report By
 FZ2640  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2640  HISTORY     - 19840101 GOOD             NCGS
 FZ2640
 FZ2640                          STATION DESCRIPTION
 FZ2640
 FZ2640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2640'THE STATION IS LOCATED ABOUT 1.0 MI SOUTH-SOUTHEAST OF MARLER
 FZ2640'COMMUNITY AND 8.8 MI WEST-SOUTHWEST OF YADKINVILLE.
 FZ2640'
 FZ2640'TO REACH THE STATION FROM THE US 421 UNDERPASS OF I 77 WEST OF
 FZ2640'YADKINVILLE, PROCEED EAST ALONG US 421 FOR 0.5 MI TO SR 1175 ON THE
 FZ2640'RIGHT, THENCE SOUTH ALONG SR 1175 FOR 0.65 MI TO THE STATION ON THE
 FZ2640'RIGHT IN THE SHOULDER.
 FZ2640'
 FZ2640'THE STATION IS A STANDARD NCGS DISK
 FZ2640'STAMPED---BEREAN 1980---,
 FZ2640'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2640'10 INCHES IN DIAMETER RECESSED 1 INCH BELOW GROUND.  LOCATED
 FZ2640'83.0 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF I 77,
 FZ2640'15.9 FEET WEST OF THE CENTERLINE OF SR 1175,
 FZ2640'13.7 FEET EAST OF THE CENTER BRACE POST OF A RIGHT-OF-WAY FENCE,
 FZ2640'66.2 FEET NORTHEAST OF THE CENTER OF AN IRON DRAINAGE GRATE, AND
 FZ2640'178.7 FEET NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 FZ2640'
 FZ2640'MARK IS NCGS STATION.
 FZ2640
 FZ2640                          STATION RECOVERY (1984)
 FZ2640
 FZ2640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2640'RECOVERED AS DESCRIBED.$MARLER IYDALL MILL TANK CAN BE SEEN FROM THIS
 FZ2640'STATION--GRID AZIMUTH OF 311-56-32.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1716 ***********************************************************************
 EA1716  DESIGNATION -  BERG
 EA1716  PID         -  EA1716
 EA1716  STATE/COUNTY-  NC/CARTERET
 EA1716  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1716
 EA1716                         *CURRENT SURVEY CONTROL
 EA1716  ___________________________________________________________________
 EA1716* NAD 83(2001)-  34 43 06.73611(N)    076 31 00.42664(W)     ADJUSTED  
 EA1716* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA1716  ___________________________________________________________________
 EA1716  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EA1716  GEOID HEIGHT-         -37.63  (meters)                     GEOID03
 EA1716  HORZ ORDER  -  THIRD
 EA1716
 EA1716.The horizontal coordinates were established by classical geodetic methods
 EA1716.and adjusted by the National Geodetic Survey in August 2005.
 EA1716
 EA1716.The orthometric height was scaled from a topographic map.
 EA1716
 EA1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1716
 EA1716.The geoid height was determined by GEOID03.
 EA1716
 EA1716;                    North         East     Units Scale Factor Converg.
 EA1716;SPC NC       -   110,285.559   837,019.931   MT  0.99991560   +1 25 59.7
 EA1716;SPC NC       -   361,828.54  2,746,122.89   sFT  0.99991560   +1 25 59.7
 EA1716;UTM  18      - 3,842,877.884   361,112.825   MT  0.99983775   -0 51 50.5
 EA1716
 EA1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1716!SPC NC       -   1.00000596  x   0.99991560  =   0.99992156
 EA1716!UTM  18      -   1.00000596  x   0.99983775  =   0.99984370
 EA1716
 EA1716:                Primary Azimuth Mark                     Grid Az
 EA1716:SPC NC       -  MARSHALLBERG BAP CHURCH SPIRE            004 16 53.1
 EA1716:UTM  18      -  MARSHALLBERG BAP CHURCH SPIRE            006 34 43.3
 EA1716
 EA1716|---------------------------------------------------------------------|
 EA1716| PID    Reference Object                     Distance      Geod. Az  |
 EA1716|                                                           dddmmss.s |
 EA1716| EA1750 MARSHALLBERG BAP CHURCH SPIRE       APPROX. 1.1 KM 0054252.8 |
 EA1716| EA1752 MARSHALLBURG LIGHT                  448.048 METERS 1613046.4 |
 EA1716| EA1742 LAND                                APPROX. 0.8 KM 2163056.4 |
 EA1716| EA1715 BEACON S ENTRANCE TO STRAITS        APPROX. 0.5 KM 2254656.0 |
 EA1716| EA1784 MARSHALLBERG CHURCH SPIRE           APPROX. 0.6 KM 3550549.6 |
 EA1716| EA3210 BERG RM 1                                          35508     |
 EA1716|---------------------------------------------------------------------|
 EA1716
 EA1716                          SUPERSEDED SURVEY CONTROL
 EA1716
 EA1716  NAD 83(1986)-  34 43 06.74763(N)    076 31 00.43380(W) AD(       ) 3
 EA1716  NAD 27      -  34 43 06.16411(N)    076 31 01.71148(W) AD(       ) 3
 EA1716
 EA1716.Superseded values are not recommended for survey control.
 EA1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1716.See file dsdata.txt to determine how the superseded data were derived.
 EA1716
 EA1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6111342878(NAD 83)
 EA1716_MARKER: U = CONCRETE POST
 EA1716_SETTING: 0 = UNSPECIFIED SETTING
 EA1716
 EA1716  HISTORY     - Date     Condition        Report By
 EA1716  HISTORY     - 1913     MONUMENTED       CGS
 EA1716  HISTORY     - 1927     GOOD             CGS
 EA1716  HISTORY     - 1947     SEE DESCRIPTION  CGS
 EA1716  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1716
 EA1716                          STATION DESCRIPTION
 EA1716
 EA1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EA1716'ON THE N SIDE OF, AT THE EAST ENTRANCE TO THE STRAITS, BETWEEN
 EA1716'CORE SOUND, AND NORTH RIVER, ON A NARROW SAND STRIP BETWEEN CORE
 EA1716'SOUND AND A SALT LAGOON, 2 YARDS FROM HIGH-WATER MARK ON THE
 EA1716'SOUND AND 10 YARDS FROM HIGH-WATER MARK IN THE LAGOON.  THE
 EA1716'STATION AND UNDERGROUND MARKS ARE CONCRETE MONUMENTS.  THE
 EA1716'REFERENCE MARK IS A CONCRETE MONUMENT WITH A NAIL PROJECTING
 EA1716'ABOVE THE TOP SURFACE SET IN RANGE WITH THE METHODIST CHURCH
 EA1716'STEEPLE, AND CLOSE TO THE FENCE BEYOND THE LAGOON WHICH RUNS
 EA1716'AT RIGHT ANGLES TO THE BEACH.  IT IS 78.80 METERS (258.5 FEET)
 EA1716'FROM THE STATION N 4 DEG 52 MIN W.  THE CORNER
 EA1716'POST OF THE FENCE AT THE SHORE LINE IS 33.68 METERS (110.5
 EA1716'FEET) FROM THE STATION N 52 DEG 20 MIN W.
 EA1716
 EA1716                          STATION RECOVERY (1927)
 EA1716
 EA1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1716'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.1
 EA1716'WAS FOUND LEANING OVER IN AN EASTERLY DIRECTION AT AN ANGLE OF
 EA1716'ABOUT 45 DEG.  REFERENCE MARK NO.2 WAS SEARCHED FOR BUT NOT FOUND.
 EA1716'
 EA1716'THE SUBSURFACE MARK WAS NOT INVESTIGATED.  THE DESCRIPTION OF
 EA1716'THE LOCALITY SEEMS ADEQUATE.  NO NEW MARKS WERE ESTABLISHED
 EA1716'OWING TO TIME AVAILABLE.
 EA1716
 EA1716                          STATION RECOVERY (1947)
 EA1716
 EA1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1716'UNABLE TO FIND.  SEARCH DISCONTINUED AFTER ONE HOUR.
 EA1716'
 EA1716'ACCORDING TO LOCAL INFORMATION, POINT OF SAND ON WHICH STATION
 EA1716'HAS BEEN, WAS WASHED AWAY IN THE LAST 5 YEARS.
 EA1716'
 EA1716'IT IS RECOMMENDED THAT THE SURFACE AND SUB-SURFACE MARKS BE
 EA1716'CONSIDERED DESTROYED.
 EA1716
 EA1716                          STATION RECOVERY (2003)
 EA1716
 EA1716'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2860 ***********************************************************************
 AB2860  DESIGNATION -  BERG
 AB2860  PID         -  AB2860
 AB2860  STATE/COUNTY-  NC/CHATHAM
 AB2860  USGS QUAD   -  GREEN LEVEL (1993)
 AB2860
 AB2860                         *CURRENT SURVEY CONTROL
 AB2860  ___________________________________________________________________
 AB2860* NAD 83(2001)-  35 46 36.81877(N)    078 57 40.97473(W)     ADJUSTED  
 AB2860* NAVD 88     -        99.7    (meters)     327.     (feet)  VERTCON   
 AB2860  ___________________________________________________________________
 AB2860  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 AB2860  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 AB2860  HORZ ORDER  -  SECOND
 AB2860
 AB2860.The horizontal coordinates were established by classical geodetic methods
 AB2860.and adjusted by the National Geodetic Survey in August 2005.
 AB2860
 AB2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2860
 AB2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2860
 AB2860.The geoid height was determined by GEOID03.
 AB2860
 AB2860;                    North         East     Units Scale Factor Converg.
 AB2860;SPC NC       -   224,847.859   613,092.655   MT  0.99991449   +0 01 20.2
 AB2860;SPC NC       -   737,688.35  2,011,454.82   sFT  0.99991449   +0 01 20.2
 AB2860;UTM  17      - 3,961,120.169   684,264.343   MT  1.00001840   +1 11 31.8
 AB2860
 AB2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2860!SPC NC       -   0.99998932  x   0.99991449  =   0.99990381
 AB2860!UTM  17      -   0.99998932  x   1.00001840  =   1.00000772
 AB2860
 AB2860                          SUPERSEDED SURVEY CONTROL
 AB2860
 AB2860  NAD 83(1986)-  35 46 36.82207(N)    078 57 40.98441(W) AD(       ) 2
 AB2860  NGVD 29 (04/29/96)  100.0    (m)          328.     (f) H LEVEL     3  
 AB2860
 AB2860.Superseded values are not recommended for survey control.
 AB2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2860.See file dsdata.txt to determine how the superseded data were derived.
 AB2860
 AB2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8426461120(NAD 83)
 AB2860_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2860_STAMPING: BERG 1984
 AB2860_MARK LOGO: NCGS  
 AB2860_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2860+STABILITY: SURFACE MOTION
 AB2860
 AB2860  HISTORY     - Date     Condition        Report By
 AB2860  HISTORY     - 1984     MONUMENTED       NCGS
 AB2860
 AB2860                          STATION DESCRIPTION
 AB2860
 AB2860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2860'STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) WEST-NORTHWEST OF APEX AND
 AB2860'20.4 KM (12.7 MI) EAST-NORTHEAST OF PITTSBORO.$ALONG NC 751, 4.5 KM
 AB2860'(2.8 MI) NORTH FROM US 64 (JUST WEST OF THE WAKE-CHATHAM COUNTY LINE),
 AB2860'OR 0.4 KM (0.2 MI) SOUTH OF SR 1740, AND ON THE PROLONGATION OF THE
 AB2860'SOUTH SIDE OF A GREEN 2-STORY RESIDENCE ACROSS HIGHWAY.$MARK IS LEVEL
 AB2860'WITH HIGHWAY AND RECESSED 5 INCHES BELOW GROUND. LOCATED 4.3 M (14.1
 AB2860'FT) EAST FROM THE CENTERLINE OF HIGHWAY, 5.0 M (16.4 FT) NORTH FROM
 AB2860'THE EAST END OF HIGHWAY CULVERT, 12.9 M (42.3 FT) EAST FROM A
 AB2860'TELEPHONE PEDESTAL (25/N2) WHICH IS ACROSS HIGHWAY IN FRONT OF POWER
 AB2860'POLE (291) WITH TRANSFORMER AND REFERENCE TAG, 19.8 M (65.0 FT)
 AB2860'SOUTHEAST FROM THE SOUTH END OF STUTTS NORTH DRIVEWAY CULVERT, 31.5 M
 AB2860'(103.3 FT) NORTH FROM A TELEPHONE PEDESTAL (T-27),AND 6.9 M (22.6 FT)
 AB2860'WEST-SOUTHWEST FROM A 10-INCH PERSIMMON WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2471 ***********************************************************************
 AH2471  DESIGNATION -  BERKELEY
 AH2471  PID         -  AH2471
 AH2471  STATE/COUNTY-  NC/HENDERSON
 AH2471  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2471
 AH2471                         *CURRENT SURVEY CONTROL
 AH2471  ___________________________________________________________________
 AH2471* NAD 83(2001)-  35 21 07.59347(N)    082 28 28.61510(W)     ADJUSTED  
 AH2471* NAVD 88     -       652.0    (meters)    2139.     (feet)  VERTCON   
 AH2471  ___________________________________________________________________
 AH2471  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 AH2471  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AH2471  HORZ ORDER  -  SECOND
 AH2471
 AH2471.The horizontal coordinates were established by classical geodetic methods
 AH2471.and adjusted by the National Geodetic Survey in August 2005.
 AH2471
 AH2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2471
 AH2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2471
 AH2471.The geoid height was determined by GEOID03.
 AH2471
 AH2471;                    North         East     Units Scale Factor Converg.
 AH2471;SPC NC       -   183,248.058   293,878.936   MT  0.99987412   -2 00 19.6
 AH2471;SPC NC       -   601,206.34    964,167.81   sFT  0.99987412   -2 00 19.6
 AH2471;UTM  17      - 3,913,089.537   366,012.949   MT  0.99982124   -0 51 12.0
 AH2471
 AH2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2471!SPC NC       -   0.99990246  x   0.99987412  =   0.99977659
 AH2471!UTM  17      -   0.99990246  x   0.99982124  =   0.99972372
 AH2471
 AH2471                          SUPERSEDED SURVEY CONTROL
 AH2471
 AH2471  NAD 83(1986)-  35 21 07.59950(N)    082 28 28.61477(W) AD(       ) 2
 AH2471  NGVD 29 (07/29/98)  652.0    (m)         2139.     (f) VERT ANG    3  
 AH2471
 AH2471.Superseded values are not recommended for survey control.
 AH2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2471.See file dsdata.txt to determine how the superseded data were derived.
 AH2471
 AH2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6601313090(NAD 83)
 AH2471_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2471_STAMPING: BERKELEY 1990
 AH2471_MARK LOGO: NCGS  
 AH2471_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2471+STABILITY: SURFACE MOTION
 AH2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2471+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AH2471
 AH2471  HISTORY     - Date     Condition        Report By
 AH2471  HISTORY     - 1990     MONUMENTED       NCGS
 AH2471  HISTORY     - 20010314 SEE DESCRIPTION  NCGS
 AH2471
 AH2471                          STATION DESCRIPTION
 AH2471
 AH2471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC)
 AH2471'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF MOUNTAIN HOME
 AH2471'AND 2.8 MI (4.5 KM) NORTH-NORTHWEST OF HENDERSONVILLE. ALONG US 25 FOR
 AH2471'1.85 MI (2.98 KM) NORTH FROM NC 191, OR 0.1 MI (0.2 KM) NORTH OF SR
 AH2471'1392 (ASHEMORE AVENUE), AT 2804 ASHEVILLE HIGHWAY. MARK IS ABOUT LEVEL
 AH2471'WITH THE HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 24.0 FT (7.3 M)
 AH2471'EAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 FT (7.0 M) WEST-NORTHWEST
 AH2471'OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE--AND 10.1 FT (3.1 M)
 AH2471'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 9, 132.9 FT (40.5 M) NORTH OF
 AH2471'UTILITY POLE (8)--BOTH WITH REFERENCE TAGS.
 AH2471
 AH2471                          STATION RECOVERY (2001)
 AH2471
 AH2471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 AH2471'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2563 ***********************************************************************
 FA2563  DESIGNATION -  BERKSHIRE
 FA2563  PID         -  FA2563
 FA2563  STATE/COUNTY-  NC/MECKLENBURG
 FA2563  USGS QUAD   -  DERITA (1993)
 FA2563
 FA2563                         *CURRENT SURVEY CONTROL
 FA2563  ___________________________________________________________________
 FA2563* NAD 83(2001)-  35 16 05.81632(N)    080 52 04.60513(W)     ADJUSTED  
 FA2563* NAVD 88     -       214.9    (meters)     705.     (feet)  VERTCON   
 FA2563  ___________________________________________________________________
 FA2563  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FA2563  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA2563  HORZ ORDER  -  SECOND
 FA2563
 FA2563.The horizontal coordinates were established by classical geodetic methods
 FA2563.and adjusted by the National Geodetic Survey in August 2005.
 FA2563
 FA2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2563
 FA2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2563
 FA2563.The geoid height was determined by GEOID03.
 FA2563
 FA2563;                    North         East     Units Scale Factor Converg.
 FA2563;SPC NC       -   170,021.815   439,669.972   MT  0.99987263   -1 04 41.2
 FA2563;SPC NC       -   557,813.24  1,442,483.90   sFT  0.99987263   -1 04 41.2
 FA2563;UTM  17      - 3,902,803.204   512,010.699   MT  0.99960178   +0 04 34.5
 FA2563
 FA2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2563!SPC NC       -   0.99997106  x   0.99987263  =   0.99984369
 FA2563!UTM  17      -   0.99997106  x   0.99960178  =   0.99957285
 FA2563
 FA2563:                Primary Azimuth Mark                     Grid Az
 FA2563:SPC NC       -  MOTOR                                    246 47 01.6
 FA2563:UTM  17      -  MOTOR                                    245 37 45.9
 FA2563
 FA2563|---------------------------------------------------------------------|
 FA2563| PID    Reference Object                     Distance      Geod. Az  |
 FA2563|                                                           dddmmss.s |
 FA2563| FA0402 MOTOR                               APPROX. 0.7 KM 2454220.4 |
 FA2563|---------------------------------------------------------------------|
 FA2563
 FA2563                          SUPERSEDED SURVEY CONTROL
 FA2563
 FA2563  NAD 83(1986)-  35 16 05.83351(N)    080 52 04.61259(W) AD(       ) 2
 FA2563  NAD 27      -  35 16 05.32645(N)    080 52 05.35698(W) AD(       ) 2
 FA2563  NGVD 29 (07/19/86)  215.1    (m)          706.     (f) VERT ANG    3  
 FA2563
 FA2563.Superseded values are not recommended for survey control.
 FA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2563.See file dsdata.txt to determine how the superseded data were derived.
 FA2563
 FA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1201102803(NAD 83)
 FA2563_MARKER: DE = TRAVERSE STATION DISK
 FA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2563_STAMPING: BERKSHIRE 1965
 FA2563_MARK LOGO: NCGS  
 FA2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2563+STABILITY: SURFACE MOTION
 FA2563
 FA2563  HISTORY     - Date     Condition        Report By
 FA2563  HISTORY     - 1965     MONUMENTED       NCGS
 FA2563  HISTORY     - 1977     MARK NOT FOUND   NCDOT
 FA2563  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA2563  HISTORY     - 20040414 MARK NOT FOUND   USPSQD
 FA2563
 FA2563                          STATION DESCRIPTION
 FA2563
 FA2563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2563'BERKSHIRE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2563'ESTABLISHED IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2563'
 FA2563'BERKSHIRE IS 3.0 MILES N OF CHARLOTTE.  LOCATED 0.85 MILES NE
 FA2563'ALONG I 85 FROM NC 16.  0.8 MILES SW OF BEATTY FERRY RD.  (SR
 FA2563'2074).  IN FRONT OF THE BERKSHIRE COLOR BUILDING.  ON THE S
 FA2563'SIDE OF I 85.  ON S SIDE OF ACCESS ROAD AND JUST W OF FIRE
 FA2563'HYDRANT.
 FA2563'
 FA2563'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2563'BERKSHIRE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FA2563'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2563'
 FA2563'MARK IS
 FA2563'
 FA2563'30.8 FT NW OF TP 37 WITH ALUMINUM REF. TAG
 FA2563'
 FA2563'15.8 FT W OF FIRE HYDRANT
 FA2563'
 FA2563'47.7 FT SW OF CENTER BRACE POLE IN CYCLONE FENCE
 FA2563'
 FA2563'85.4 FT NE OF FLAG POLE IN FRONT OF OTTO MAY INC.
 FA2563'
 FA2563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2563
 FA2563                          STATION RECOVERY (1977)
 FA2563
 FA2563'RECOVERY NOTE BY 
NC DOT 1977 (JPT)
 FA2563'DESTROYED.
 FA2563'
 FA2563'FOUND FOUR DESCRIBED REFERENCES.  DISTANCES CROSSED OUT IN WHAT
 FA2563'APPEARS TO BE A DRIVEWAY ADDITION.
 FA2563
 FA2563                          STATION RECOVERY (1990)
 FA2563
 FA2563'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2563'MARK NOT FOUND.
 FA2563
 FA2563                          STATION RECOVERY (2004)
 FA2563
 FA2563'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2563'REPORTED DESTROYED BY NC DOT IN 1977.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2593 ***********************************************************************
 FB2593  DESIGNATION -  BERKSHIRE
 FB2593  PID         -  FB2593
 FB2593  STATE/COUNTY-  NC/CHEROKEE
 FB2593  USGS QUAD   -  ANDREWS (1990)
 FB2593
 FB2593                         *CURRENT SURVEY CONTROL
 FB2593  ___________________________________________________________________
 FB2593* NAD 83(2001)-  35 11 45.80406(N)    083 47 56.68988(W)     NO CHECK  
 FB2593* NAVD 88     -       562.4    (meters)    1845.     (feet)  VERTCON   
 FB2593  ___________________________________________________________________
 FB2593  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 FB2593  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FB2593  HORZ ORDER  -  THIRD
 FB2593
 FB2593.The horizontal coordinates were established by classical geodetic methods
 FB2593.and adjusted by the National Geodetic Survey in August 2005.
 FB2593.No horizontal observational check was made to the station.
 FB2593
 FB2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2593
 FB2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2593
 FB2593.The geoid height was determined by GEOID03.
 FB2593
 FB2593;                    North         East     Units Scale Factor Converg.
 FB2593;SPC NC       -   170,971.885   172,775.146   MT  0.99987306   -2 46 11.6
 FB2593;SPC NC       -   560,930.26    566,846.46   sFT  0.99987306   -2 46 11.6
 FB2593;UTM  17      - 3,898,374.967   245,155.703   MT  1.00040047   -1 36 51.1
 FB2593
 FB2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2593!SPC NC       -   0.99991617  x   0.99987306  =   0.99978924
 FB2593!UTM  17      -   0.99991617  x   1.00040047  =   1.00031661
 FB2593
 FB2593                          SUPERSEDED SURVEY CONTROL
 FB2593
 FB2593  NAD 83(1995)-  35 11 45.80736(N)    083 47 56.69119(W) AD(       ) 3
 FB2593  NAD 83(1986)-  35 11 45.81453(N)    083 47 56.70170(W) AD(       ) 3
 FB2593  NAD 27      -  35 11 45.49248(N)    083 47 57.06795(W) AD(       ) 3
 FB2593  NGVD 29 (07/19/86)  562.4    (m)         1845.     (f) VERT ANG    3  
 FB2593
 FB2593.Superseded values are not recommended for survey control.
 FB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2593.See file dsdata.txt to determine how the superseded data were derived.
 FB2593
 FB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4515698375(NAD 83)
 FB2593_MARKER: DE = TRAVERSE STATION DISK
 FB2593_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2593_STAMPING: BERKSHIRE 1977
 FB2593_MARK LOGO: NCGS  
 FB2593_PROJECTION: FLUSH
 FB2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2593+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1985
 FB2593
 FB2593  HISTORY     - Date     Condition        Report By
 FB2593  HISTORY     - 1977     MONUMENTED       NCGS
 FB2593  HISTORY     - 19850101 GOOD             NCGS
 FB2593
 FB2593                          STATION DESCRIPTION
 FB2593
 FB2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FB2593'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES EAST OF ANDREWS.
 FB2593'
 FB2593'TO REACH THE STATION FROM THE INTERSECTION OF US 19 - US 129 AND SR
 FB2593'1388 (CHERRY STREET) IN DOWNTOWN ANDREWS, PROCEED EAST ALONG US 19 -
 FB2593'US 129 FOR 1.7 MILES TO EASTERNMOST ENTRANCE OF BERKSHIRE PLANT ON
 FB2593'RIGHT AND STATION IN SOUTHWEST QUADRANT OF INTERSECTION.
 FB2593'
 FB2593'STATION MARK IS A STANDARD DISK STAMPED---BERKSHIRE 1977---, SET IN
 FB2593'THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 FB2593'SURFACE.  THE MARK IS 34.3 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 FB2593'45.1 FEET SOUTHWEST OF THE INTERSECTION OF HIGHWAY AND DRIVE, 29.7 FT
 FB2593'EAST OF THE CENTERLINE OF DRIVE, 77.0 FEET SOUTH-SOUTHEAST OF POWER
 FB2593'POLE WITH REFERENCE TAG AND 36.1 FEET NORTH-NORTHEAST OF LIGHT POST.
 FB2593
 FB2593                          STATION RECOVERY (1985)
 FB2593
 FB2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB2593'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 FB2593'FOLLOWING CORRECTIONS.  STATION IS IN THE SOUTHEAST QUADRANT, 45.1 FT
 FB2593'SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY AND DRIVE, AND 5.2 FT
 FB2593'SOUTH-SOUTHEAST OF THE NORTHEAST END OF THE EAST CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5468 ***********************************************************************
 EZ5468  DESIGNATION -  BERM
 EZ5468  PID         -  EZ5468
 EZ5468  STATE/COUNTY-  NC/DURHAM
 EZ5468  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ5468
 EZ5468                         *CURRENT SURVEY CONTROL
 EZ5468  ___________________________________________________________________
 EZ5468* NAD 83(2001)-  35 58 44.70566(N)    078 57 28.92253(W)     ADJUSTED  
 EZ5468* NAVD 88     -       101.8    (meters)     334.     (feet)  VERTCON   
 EZ5468  ___________________________________________________________________
 EZ5468  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 EZ5468  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 EZ5468  HORZ ORDER  -  SECOND
 EZ5468
 EZ5468.The horizontal coordinates were established by classical geodetic methods
 EZ5468.and adjusted by the National Geodetic Survey in August 2005.
 EZ5468
 EZ5468.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5468
 EZ5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5468
 EZ5468.The geoid height was determined by GEOID03.
 EZ5468
 EZ5468;                    North         East     Units Scale Factor Converg.
 EZ5468;SPC NC       -   247,280.903   613,385.847   MT  0.99995304   +0 01 27.2
 EZ5468;SPC NC       -   811,287.43  2,012,416.73   sFT  0.99995304   +0 01 27.2
 EZ5468;UTM  17      - 3,983,556.428   684,098.297   MT  1.00001763   +1 11 59.9
 EZ5468
 EZ5468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5468!SPC NC       -   0.99998892  x   0.99995304  =   0.99994196
 EZ5468!UTM  17      -   0.99998892  x   1.00001763  =   1.00000655
 EZ5468
 EZ5468                          SUPERSEDED SURVEY CONTROL
 EZ5468
 EZ5468  NAD 83(1986)-  35 58 44.70910(N)    078 57 28.92923(W) AD(       ) 2
 EZ5468  NAD 27      -  35 58 44.19500(N)    078 57 29.90005(W) AD(       ) 2
 EZ5468  NGVD 29 (07/19/86)  102.0    (m)          335.     (f) VERT ANG    3  
 EZ5468
 EZ5468.Superseded values are not recommended for survey control.
 EZ5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5468.See file dsdata.txt to determine how the superseded data were derived.
 EZ5468
 EZ5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8409883556(NAD 83)
 EZ5468_MARKER: DE = TRAVERSE STATION DISK
 EZ5468_SETTING: 0 = UNSPECIFIED SETTING
 EZ5468_STAMPING: BERM 1961
 EZ5468_MARK LOGO: NCGS  
 EZ5468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5468
 EZ5468  HISTORY     - Date     Condition        Report By
 EZ5468  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5468  HISTORY     - 1967     MARK NOT FOUND   NCGS
 EZ5468  HISTORY     - 20040526 MARK NOT FOUND   USPSQD
 EZ5468  HISTORY     - 20050915 MARK NOT FOUND   USPSQD
 EZ5468
 EZ5468                          STATION DESCRIPTION
 EZ5468
 EZ5468'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5468'BERM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5468'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5468'
 EZ5468'BERM IS LOCATED APPROXIMATELY 3.7 MILES SOUTH OF INTERSECTION
 EZ5468'OF U.S. 15-501 BYPASS WITH I-85 AND 0.3 MILE NORTH OF DIVISION
 EZ5468'OF U.S. 15-501 BYPASS AND BUSINESS.  TO REACH STATION PROCEED
 EZ5468'FROM THE INTERSECTION OF U.S. 15-501 BYPASS AND I-85 SOUTH ON
 EZ5468'U.S. 15-501 BYPASS FOR 2.8 MILES TO CORNWALLIS RD., CONTINUE
 EZ5468'SOUTH FOR 0.3 MILE TO 1ST CUT SOUTH OF CORNWALLIS
 EZ5468'RD.  STATION IS ATOP A 25 FT CUT EAST OF U.S. 15-501 BYPASS.
 EZ5468'
 EZ5468'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS
 EZ5468'TRAVERSE DISK, STAMPED BERM 1961, WHICH IS FLUSH WITH THE
 EZ5468'SURFACE OF THE GROUND.
 EZ5468'
 EZ5468'MARK IS
 EZ5468'
 EZ5468'66.2 FT E OF C/L OF U.S. 15-501
 EZ5468'
 EZ5468'69.15 FT SE OF RM 1 SET IN EAST EDGE OF U.S. 15-501 BYPASS
 EZ5468'
 EZ5468'69.70 FT NE OF RM 2 SET IN EAST EDGE OF U.S. 15-501 BYPASS
 EZ5468
 EZ5468                          STATION RECOVERY (1967)
 EZ5468
 EZ5468'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967
 EZ5468'NOTE--THE STATION WAS SEARCHED FOR IN JANUARY 1967.  NO
 EZ5468'TRACE WAS FOUND.  IT IS BELIEVED STATION WAS DESTROYED THROUGH
 EZ5468'CONSTRUCTION OF ASPHALT ROAD ABOUT 8 FEET EAST OF WEST EDGE OF
 EZ5468'BERM.
 EZ5468
 EZ5468                          STATION RECOVERY (2004)
 EZ5468
 EZ5468'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ5468'MARK NOT FOUND.
 EZ5468
 EZ5468                          STATION RECOVERY (2005)
 EZ5468
 EZ5468'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ5468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0408 ***********************************************************************
 FA0408  DESIGNATION -  BERMAN
 FA0408  PID         -  FA0408
 FA0408  STATE/COUNTY-  NC/MECKLENBURG
 FA0408  USGS QUAD   -  DERITA (1993)
 FA0408
 FA0408                         *CURRENT SURVEY CONTROL
 FA0408  ___________________________________________________________________
 FA0408* NAD 83(2001)-  35 16 34.20205(N)    080 48 12.23972(W)     ADJUSTED  
 FA0408* NAVD 88     -       233.265  (meters)     765.30   (feet)  ADJUSTED  
 FA0408  ___________________________________________________________________
 FA0408  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 FA0408  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA0408  DYNAMIC HT  -         233.053 (meters)     764.61  (feet)  COMP
 FA0408  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 FA0408
 FA0408  HORZ ORDER  -  SECOND
 FA0408  VERT ORDER  -  SECOND    CLASS 0
 FA0408
 FA0408.The horizontal coordinates were established by classical geodetic methods
 FA0408.and adjusted by the National Geodetic Survey in August 2005.
 FA0408
 FA0408.The orthometric height was determined by differential leveling
 FA0408.and adjusted in June 1991.
 FA0408
 FA0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0408
 FA0408.The geoid height was determined by GEOID03.
 FA0408
 FA0408.The dynamic height is computed by dividing the NAVD 88
 FA0408.geopotential number by the normal gravity value computed on the
 FA0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0408.degrees latitude (g = 980.6199 gals.).
 FA0408
 FA0408.The modeled gravity was interpolated from observed gravity values.
 FA0408
 FA0408;                    North         East     Units Scale Factor Converg.
 FA0408;SPC NC       -   170,787.775   445,557.094   MT  0.99987268   -1 02 27.1
 FA0408;SPC NC       -   560,326.23  1,461,798.57   sFT  0.99987268   -1 02 27.1
 FA0408;UTM  17      - 3,903,687.375   517,879.610   MT  0.99960394   +0 06 48.7
 FA0408
 FA0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0408!SPC NC       -   0.99996816  x   0.99987268  =   0.99984085
 FA0408!UTM  17      -   0.99996816  x   0.99960394  =   0.99957211
 FA0408
 FA0408:                Primary Azimuth Mark                     Grid Az
 FA0408:SPC NC       -  CRAVEN                                   266 27 32.6
 FA0408:UTM  17      -  CRAVEN                                   265 18 16.8
 FA0408
 FA0408|---------------------------------------------------------------------|
 FA0408| PID    Reference Object                     Distance      Geod. Az  |
 FA0408|                                                           dddmmss.s |
 FA0408| FA2566 CRAVEN                              APPROX. 0.6 KM 2652505.5 |
 FA0408|---------------------------------------------------------------------|
 FA0408
 FA0408                          SUPERSEDED SURVEY CONTROL
 FA0408
 FA0408  NAD 83(1986)-  35 16 34.21876(N)    080 48 12.24753(W) AD(       ) 2
 FA0408  NAD 27      -  35 16 33.70954(N)    080 48 12.99488(W) AD(       ) 2
 FA0408  NGVD 29 (??/??/92)  233.488  (m)          766.04   (f) ADJ UNCH    2 0
 FA0408
 FA0408.Superseded values are not recommended for survey control.
 FA0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0408.See file dsdata.txt to determine how the superseded data were derived.
 FA0408
 FA0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1788003687(NAD 83)
 FA0408_MARKER: DE = TRAVERSE STATION DISK
 FA0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0408_STAMPING: BERMAN 1965
 FA0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0408
 FA0408  HISTORY     - Date     Condition        Report By
 FA0408  HISTORY     - 1965     MONUMENTED       NCGS
 FA0408  HISTORY     - 1972     GOOD             NCGS
 FA0408  HISTORY     - 1977     GOOD             NCDOT
 FA0408  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0408  HISTORY     - 19990129 MARK NOT FOUND   USPSQD
 FA0408
 FA0408                          STATION DESCRIPTION
 FA0408
 FA0408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA0408'BERMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0408'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0408'
 FA0408'BERMAN IS 4.0 MILES NE OF CHARLOTTE.  LOCATED 0.3 MILES NE
 FA0408'ALONG THE SOUTH ACCESS ROAD OF I 85 FROM HUTCHISON AVE. (SR
 FA0408'2540).  0.6 MILES SW ALONG THE SOUTH ACCESS ROAD OF I 85 FROM
 FA0408'SUGAR CREEK RD. (SR 2480).  ON N SIDE OF ROAD TO BERMAN
 FA0408'CO. PLANT AND ON S SIDE OF N BOUND LANE OF I 85.
 FA0408'
 FA0408'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0408'BERMAN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0408'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0408'
 FA0408'MARK IS
 FA0408'
 FA0408'43.6 FT S OF C/L OF N BOUND LANE OF I 85
 FA0408'
 FA0408'13.1 FT NW OF HIGHWAY R/W WIRE FENCE POST WITH ALUMINUM REF. TAG
 FA0408'
 FA0408'19.6 FT W OF 8 INCH SPRUCE PINE
 FA0408'
 FA0408'17.3 FT NE OF HIGHWAY R/W FENCE POST WITH ALUMINUM REF. TAG
 FA0408'
 FA0408'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0408
 FA0408                          STATION RECOVERY (1972)
 FA0408
 FA0408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0408'1.5 MI S FROM DERITA.
 FA0408'STATION IS LOCATED APPROXIMATELY 4.0 MILES NE OF DOWNTOWN
 FA0408'CHARLOTTE, ABOUT 0.3 MILE NE ALONG THE SOUTH ACCESS ROAD OF
 FA0408'I-85 FROM SR 2540 (DERITA RD.) BRIDGE OVER I-85, 0.6 MI. SW ALONG
 FA0408'THE SOUTH ACCESS ROAD FROM SR 2480 (SUGAR CREEK RD.), ON NORTH SIDE
 FA0408'OF ROAD TO BERMAN CO. PLANT, 43.6 FT S OF C/L OF N BOUND LANE OF
 FA0408'I-85, 13.1 FT NW OF HIGHWAY R/W FENCE POST WITH ALUMINUM REF. TAG,
 FA0408'19.6 FT W OF 8 INCH SPRUCE PINE, AND 17.3 FT NE OF HIGHWAY R/W
 FA0408'FENCE POST WITH ALUMINUM REF. TAG.  MARK IS FLUSH WITH THE GROUND.
 FA0408
 FA0408                          STATION RECOVERY (1977)
 FA0408
 FA0408'RECOVERY NOTE BY 
NC DOT 1977 (JPT)
 FA0408'GOOD.
 FA0408
 FA0408                          STATION RECOVERY (1990)
 FA0408
 FA0408'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0408'MARK NOT FOUND.
 FA0408
 FA0408                          STATION RECOVERY (1999)
 FA0408
 FA0408'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0822 ***********************************************************************
 AI0822  DESIGNATION -  BERMUDA
 AI0822  PID         -  AI0822
 AI0822  STATE/COUNTY-  NC/ONSLOW
 AI0822  USGS QUAD   -  SPICER BAY (1971)
 AI0822
 AI0822                         *CURRENT SURVEY CONTROL
 AI0822  ___________________________________________________________________
 AI0822* NAD 83(2007)-  34 28 09.52370(N)    077 28 06.47917(W)     ADJUSTED  
 AI0822* NAVD 88     -         2.87   (meters)       9.4    (feet)  LEVELING  
 AI0822  ___________________________________________________________________
 AI0822  EPOCH DATE  -        2002.00
 AI0822  X           -   1,142,153.878 (meters)                     COMP
 AI0822  Y           -  -5,138,538.011 (meters)                     COMP
 AI0822  Z           -   3,589,466.355 (meters)                     COMP
 AI0822  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AI0822  ELLIP HEIGHT-         -34.536 (meters)          (02/10/07) ADJUSTED
 AI0822  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 AI0822
 AI0822  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0822  Type    PID    Designation                      North   East  Ellip
 AI0822  -------------------------------------------------------------------
 AI0822  NETWORK AI0822 BERMUDA                           0.82   0.98   5.21
 AI0822  -------------------------------------------------------------------
 AI0822  VERT ORDER  -  THIRD ?
 AI0822
 AI0822.The horizontal coordinates were established by GPS observations
 AI0822.and adjusted by the National Geodetic Survey in February 2007.
 AI0822
 AI0822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0822.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0822.The horizontal coordinates are valid at the epoch date displayed above.
 AI0822.The epoch date for horizontal control is a decimal equivalence
 AI0822.of Year/Month/Day.
 AI0822
 AI0822.The orthometric height was determined by differential leveling.
 AI0822.The vertical network tie was performed by a horz. field party for horz.
 AI0822.obs reductions. Reset procedures were used to establish the elevation.
 AI0822
 AI0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0822
 AI0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0822
 AI0822.The ellipsoidal height was determined by GPS observations
 AI0822.and is referenced to NAD 83.
 AI0822
 AI0822.The geoid height was determined by GEOID03.
 AI0822
 AI0822;                    North         East     Units Scale Factor Converg.
 AI0822;SPC NC       -    80,880.658   750,298.265   MT  0.99996512   +0 53 02.2
 AI0822;SPC NC       -   265,355.96  2,461,603.56   sFT  0.99996512   +0 53 02.2
 AI0822;UTM  18      - 3,816,959.509   273,278.353   MT  1.00023363   -1 23 51.6
 AI0822
 AI0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0822!SPC NC       -   1.00000542  x   0.99996512  =   0.99997054
 AI0822!UTM  18      -   1.00000542  x   1.00023363  =   1.00023905
 AI0822
 AI0822                          SUPERSEDED SURVEY CONTROL
 AI0822
 AI0822  NAD 83(2001)-  34 28 09.52430(N)    077 28 06.47810(W) AD(       ) 1
 AI0822  ELLIP H (03/13/03)  -34.537  (m)                       GP(       ) 4 2
 AI0822  NAD 83(1986)-  34 28 09.53497(N)    077 28 06.49005(W) AD(       ) 1
 AI0822
 AI0822.Superseded values are not recommended for survey control.
 AI0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0822.See file dsdata.txt to determine how the superseded data were derived.
 AI0822
 AI0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7327816960(NAD 83)
 AI0822_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0822_STAMPING: BERMUDA 1988
 AI0822_MARK LOGO: NCGS  
 AI0822_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0822+STABILITY: SURFACE MOTION
 AI0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0822+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0822
 AI0822  HISTORY     - Date     Condition        Report By
 AI0822  HISTORY     - 1988     MONUMENTED       NCGS
 AI0822
 AI0822                          STATION DESCRIPTION
 AI0822
 AI0822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0822'STATION IS LOCATED IN WEST ONSLOW BEACH. PROCEED ALONG NC 210 FOR 5.55
 AI0822'KM (3.45 MI) SOUTH FROM THE BRIDGE OVER THE AIWW, THENCE SOUTHEAST
 AI0822'ALONG FIFTH STREET FOR 0.10 KM (0.05 MI) TO STATION IN FRONT OF A TWO
 AI0822'STORY WOOD FRAME BEACH HOUSE. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AI0822'RECESSED 2 INCHES BELOW GROUND. LOCATED 8.23 M (27.00 FT)
 AI0822'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1624 (TOPSAIL RD.), 17.53 M
 AI0822'(57.51 FT) WEST-SOUTHWEST OF THE CENTERLINE OF FIFTH STREET, 1.83 M
 AI0822'(6.00 FT) SOUTH-SOUTHEAST OF A WATER METER ACCESS COVER--AND 17.83 M
 AI0822'(58.50 FT) EAST-SOUTHEAST OF A POWER POLE, 25.30 M (83.01 FT)
 AI0822'SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. REPORT OF 1997
 AI0822'SHOWS MARK NOT FOUND-STORM DESTROYED INTERSECTION AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0857 ***********************************************************************
 AI0857  DESIGNATION -  BERMUDA AZ MK
 AI0857  PID         -  AI0857
 AI0857  STATE/COUNTY-  NC/ONSLOW
 AI0857  USGS QUAD   -  SPICER BAY (1971)
 AI0857
 AI0857                         *CURRENT SURVEY CONTROL
 AI0857  ___________________________________________________________________
 AI0857* NAD 83(2001)-  34 28 12.03433(N)    077 28 01.12458(W)     ADJUSTED  
 AI0857* NAVD 88     -         2.49   (meters)       8.2    (feet)  LEVELING  
 AI0857  ___________________________________________________________________
 AI0857  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AI0857  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 AI0857  HORZ ORDER  -  SECOND
 AI0857  VERT ORDER  -  THIRD ?
 AI0857
 AI0857.The horizontal coordinates were established by classical geodetic methods
 AI0857.and adjusted by the National Geodetic Survey in August 2005.
 AI0857
 AI0857.The orthometric height was determined by differential leveling.
 AI0857.The vertical network tie was performed by a horz. field party for horz.
 AI0857.obs reductions. Reset procedures were used to establish the elevation.
 AI0857
 AI0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0857
 AI0857.The geoid height was determined by GEOID03.
 AI0857
 AI0857;                    North         East     Units Scale Factor Converg.
 AI0857;SPC NC       -    80,960.118   750,433.701   MT  0.99996495   +0 53 05.3
 AI0857;SPC NC       -   265,616.65  2,462,047.90   sFT  0.99996495   +0 53 05.3
 AI0857;UTM  18      - 3,817,033.534   273,416.882   MT  1.00023286   -1 23 48.6
 AI0857
 AI0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0857!SPC NC       -   1.00000548  x   0.99996495  =   0.99997043
 AI0857!UTM  18      -   1.00000548  x   1.00023286  =   1.00023834
 AI0857
 AI0857                          SUPERSEDED SURVEY CONTROL
 AI0857
 AI0857  NAD 83(1986)-  34 28 12.04500(N)    077 28 01.13653(W) AD(       ) 2
 AI0857
 AI0857.Superseded values are not recommended for survey control.
 AI0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0857.See file dsdata.txt to determine how the superseded data were derived.
 AI0857
 AI0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7341717034(NAD 83)
 AI0857_MARKER: DZ = AZIMUTH MARK DISK
 AI0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0857_STAMPING: BERMUDA 1988
 AI0857_MARK LOGO: NCGS  
 AI0857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0857+STABILITY: SURFACE MOTION
 AI0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0857+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0857
 AI0857  HISTORY     - Date     Condition        Report By
 AI0857  HISTORY     - 1988     MONUMENTED       NCGS
 AI0857
 AI0857                          STATION DESCRIPTION
 AI0857
 AI0857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0857'STATION IS LOCATED IN THE VILLAGE OF WEST ONSLOW BEACH. PROCEED ALONG
 AI0857'NC 210 FOR 5.50 KM (3.40 MI) SOUTH FROM THE NC 210 BRIDGE OVER THE
 AI0857'AIWW, THENCE SOUTHWEST ALONG THIRD STREET FOR 0.10 KM (0.05 MI) TO SR
 AI0857'1624 (TOPSAIL ROAD), IN THE NORTHWEST SIDE OF THE T-INTERSECTION. MARK
 AI0857'IS ABOUT LEVEL WITH THE ROAD AND RECESSED 4 INCHES BELOW GROUND.
 AI0857'LOCATED 86.72 M (284.51 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF NC
 AI0857'210, 4.27 M (14.01 FT) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1624,
 AI0857'5.79 M (19.00 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THIRD STREET,
 AI0857'AND 13.41 M (44.00 FT) NORTH OF THE NORTHEAST CORNER OF A WOOD FRAME
 AI0857'BEACH HOUSE. REPORT OF 1997 SHOWS MARK NOT FOUND-AREA DESTROYED BY
 AI0857'STORM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2448 ***********************************************************************
 AH2448  DESIGNATION -  BERN
 AH2448  PID         -  AH2448
 AH2448  STATE/COUNTY-  NC/HENDERSON
 AH2448  USGS QUAD   -  HORSE SHOE (1991)
 AH2448
 AH2448                         *CURRENT SURVEY CONTROL
 AH2448  ___________________________________________________________________
 AH2448* NAD 83(2001)-  35 21 05.33590(N)    082 30 10.55428(W)     ADJUSTED  
 AH2448* NAVD 88     -       661.5    (meters)    2170.     (feet)  VERTCON   
 AH2448  ___________________________________________________________________
 AH2448  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 AH2448  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AH2448  HORZ ORDER  -  SECOND
 AH2448
 AH2448.The horizontal coordinates were established by classical geodetic methods
 AH2448.and adjusted by the National Geodetic Survey in August 2005.
 AH2448
 AH2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2448
 AH2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2448
 AH2448.The geoid height was determined by GEOID03.
 AH2448
 AH2448;                    North         East     Units Scale Factor Converg.
 AH2448;SPC NC       -   183,268.960   291,304.561   MT  0.99987410   -2 01 18.4
 AH2448;SPC NC       -   601,274.91    955,721.71   sFT  0.99987410   -2 01 18.4
 AH2448;UTM  17      - 3,913,058.675   363,438.799   MT  0.99982982   -0 52 11.0
 AH2448
 AH2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2448!SPC NC       -   0.99990095  x   0.99987410  =   0.99977506
 AH2448!UTM  17      -   0.99990095  x   0.99982982  =   0.99973079
 AH2448
 AH2448                          SUPERSEDED SURVEY CONTROL
 AH2448
 AH2448  NAD 83(1986)-  35 21 05.34144(N)    082 30 10.55367(W) AD(       ) 2
 AH2448  NGVD 29 (07/29/98)  661.6    (m)         2171.     (f) VERT ANG    3  
 AH2448
 AH2448.Superseded values are not recommended for survey control.
 AH2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2448.See file dsdata.txt to determine how the superseded data were derived.
 AH2448
 AH2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6343913059(NAD 83)
 AH2448_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2448_STAMPING: BERN 1988
 AH2448_MARK LOGO: NCGS  
 AH2448_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2448+STABILITY: SURFACE MOTION
 AH2448
 AH2448  HISTORY     - Date     Condition        Report By
 AH2448  HISTORY     - 1988     MONUMENTED       NCGS
 AH2448  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 AH2448
 AH2448                          STATION DESCRIPTION
 AH2448
 AH2448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2448'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF HENDERSONVILLE.
 AH2448'ALONG NC 191 FOR 2.7 MI (4.3 KM) NORTHWEST FROM US 25, AT SR 1381
 AH2448'(MOUNTAIN ROAD), IN EAST SHOULDER. MARK IS ABOUT LEVEL WITH THE
 AH2448'HIGHWAY AND RECESSED 2 INCHES BELOW THE GROUND. LOCATED 4.91 M (16.11
 AH2448'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 41.35 M (135.66 FT) SOUTH
 AH2448'OF THE CENTERLINE OF MOUNTAIN ROAD, 11.06 M (36.29 FT) SOUTH-SOUTHWEST
 AH2448'OF INLET OF 18-INCH CONCRETE CULVERT, 4.14 M (13.58 FT) WEST OF A
 AH2448'RIGHT-OF-WAY MONUMENT, 31.78 M (104.26 FT) WEST OF THE NORTHWEST
 AH2448'CORNER OF A FRAME BUILDING, AND 9.13 M (29.95 FT) NORTH OF A UTILITY
 AH2448'POLE WITH REFERENCE TAG.
 AH2448
 AH2448                          STATION RECOVERY (2004)
 AH2448
 AH2448'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH2448'APPARENTLY THE HIGHWAY HAS BEEN WIDENED AT THIS POINT SINCE THE
 AH2448'DISTANCE FROM THE CENTERLINE WOULD PUT THE STATION UNDER THE PAVEMENT.
 AH2448' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4160 ***********************************************************************
 EY4160  DESIGNATION -  BERNE
 EY4160  PID         -  EY4160
 EY4160  STATE/COUNTY-  NC/CRAVEN
 EY4160  USGS QUAD   -  NEW BERN (1994)
 EY4160
 EY4160                         *CURRENT SURVEY CONTROL
 EY4160  ___________________________________________________________________
 EY4160* NAD 83(2001)-  35 06 13.60898(N)    077 05 03.70572(W)     ADJUSTED  
 EY4160* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 EY4160  ___________________________________________________________________
 EY4160  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EY4160  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EY4160  HORZ ORDER  -  SECOND
 EY4160
 EY4160.The horizontal coordinates were established by classical geodetic methods
 EY4160.and adjusted by the National Geodetic Survey in August 2005.
 EY4160
 EY4160.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4160
 EY4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4160
 EY4160.The geoid height was determined by GEOID03.
 EY4160
 EY4160;                    North         East     Units Scale Factor Converg.
 EY4160;SPC NC       -   151,859.689   784,222.651   MT  0.99987591   +1 06 20.3
 EY4160;SPC NC       -   498,226.33  2,572,903.81   sFT  0.99987591   +1 06 20.3
 EY4160;UTM  18      - 3,886,539.668   310,024.603   MT  1.00004481   -1 11 56.4
 EY4160
 EY4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4160!SPC NC       -   1.00000348  x   0.99987591  =   0.99987939
 EY4160!UTM  18      -   1.00000348  x   1.00004481  =   1.00004829
 EY4160
 EY4160                          SUPERSEDED SURVEY CONTROL
 EY4160
 EY4160  NAD 83(1986)-  35 06 13.62074(N)    077 05 03.71574(W) AD(       ) 2
 EY4160  NGVD 29 (08/13/90)   15.3    (m)           50.     (f) VERT ANG    3  
 EY4160
 EY4160.Superseded values are not recommended for survey control.
 EY4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4160.See file dsdata.txt to determine how the superseded data were derived.
 EY4160
 EY4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1002586540(NAD 83)
 EY4160_MARKER: DE = TRAVERSE STATION DISK
 EY4160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY4160+WITH SETTING: PAVEMENT
 EY4160_SP_SET: CONCRETE OVERPASS
 EY4160_STAMPING: BERNE 1979
 EY4160_MARK LOGO: NCGS  
 EY4160_PROJECTION: FLUSH
 EY4160_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4160+STABILITY: SURFACE MOTION
 EY4160
 EY4160  HISTORY     - Date     Condition        Report By
 EY4160  HISTORY     - 1979     MONUMENTED       NCGS
 EY4160  HISTORY     - 19810101 GOOD             NCGS
 EY4160  HISTORY     - 1985     GOOD             USPSQD
 EY4160  HISTORY     - 19890813 GOOD             USPSQD
 EY4160  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY4160
 EY4160                          STATION DESCRIPTION
 EY4160
 EY4160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4160'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF NEW BERN, AT THE
 EY4160'SOUTHEAST CORNER OF THE US 70 BYPASS BRIDGE OVER US 17.
 EY4160'
 EY4160'STATION MARK IS A STANDARD DISK STAMPED---BERNE 1979---, SET IN
 EY4160'DRILLED HOLE IN CONCRETE. THE MARK IS 18.7 FEET SOUTHWEST OF
 EY4160'CENTERLINE OF EAST BOUND LANES AND 44.9 FEET NORTHWEST OF EAST END OF
 EY4160'SOUTH BRIDGE RAIL.
 EY4160
 EY4160                          STATION RECOVERY (1981)
 EY4160
 EY4160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY4160'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY4160
 EY4160                          STATION RECOVERY (1985)
 EY4160
 EY4160'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY4160'RECOVERED IN GOOD CONDITION.
 EY4160
 EY4160                          STATION RECOVERY (1989)
 EY4160
 EY4160'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY4160'RECOVERED IN GOOD CONDITION.
 EY4160
 EY4160                          STATION RECOVERY (1996)
 EY4160
 EY4160'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY4160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5629 ***********************************************************************
 AH5629  DESIGNATION -  BERNHARDT
 AH5629  PID         -  AH5629
 AH5629  STATE/COUNTY-  NC/CALDWELL
 AH5629  USGS QUAD   -  LENOIR (1994)
 AH5629
 AH5629                         *CURRENT SURVEY CONTROL
 AH5629  ___________________________________________________________________
 AH5629* NAD 83(1986)-  35 53 50.     (N)    081 33 18.     (W)     SCALED    
 AH5629* NAVD 88     -       328.313  (meters)    1077.14   (feet)  ADJUSTED  
 AH5629  ___________________________________________________________________
 AH5629  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AH5629  DYNAMIC HT  -         327.995 (meters)    1076.10  (feet)  COMP
 AH5629  MODELED GRAV-     979,657.3   (mgal)                       NAVD 88
 AH5629
 AH5629  VERT ORDER  -  SECOND    CLASS II
 AH5629
 AH5629.The horizontal coordinates were scaled from a topographic map and have
 AH5629.an estimated accuracy of +/- 6 seconds.
 AH5629
 AH5629.The orthometric height was determined by differential leveling
 AH5629.and adjusted in July 1999.
 AH5629
 AH5629.The geoid height was determined by GEOID03.
 AH5629
 AH5629.The dynamic height is computed by dividing the NAVD 88
 AH5629.geopotential number by the normal gravity value computed on the
 AH5629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5629.degrees latitude (g = 980.6199 gals.).
 AH5629
 AH5629.The modeled gravity was interpolated from observed gravity values.
 AH5629
 AH5629;                    North         East    Units  Estimated Accuracy
 AH5629;SPC NC       -   241,170.      378,980.      MT  (+/- 180 meters Scaled)
 AH5629
 AH5629                          SUPERSEDED SURVEY CONTROL
 AH5629
 AH5629.No superseded survey control is available for this station.
 AH5629
 AH5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV499726(NAD 83)
 AH5629_MARKER: DE = TRAVERSE STATION DISK
 AH5629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5629_STAMPING: BERNHARDT 1987
 AH5629_MARK LOGO: NCGS  
 AH5629_PROJECTION: FLUSH
 AH5629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5629+STABILITY: SURFACE MOTION
 AH5629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5629+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AH5629
 AH5629  HISTORY     - Date     Condition        Report By
 AH5629  HISTORY     - 1987     MONUMENTED       NCGS
 AH5629  HISTORY     - 19980601 GOOD             NCGS
 AH5629
 AH5629                          STATION DESCRIPTION
 AH5629
 AH5629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AH5629'STATION IS LOCATED IN LENOIR AT THE BERNHARDT EXECUTIVE OFFICE
 AH5629'BUILDING. GO 3.5 KM (2.15 MI) SOUTHWEST ALONG NC 18 FROM THE US 321
 AH5629'INTERSECTION (IN LENOIR) IN YARD BETWEEN PARKING LOT AND HIGHWAY, A
 AH5629'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY, 11.28
 AH5629'M (37.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 46.18 M
 AH5629'(151.5 FT) SOUTHWEST OF THE CENTERLINE OF ENTERANCE DRIVE, 23.84 M
 AH5629'(78.2 FT) NORTHEAST OF THE CENTERLINE OF A CONCRETE SIDEWALK, 1.37 M
 AH5629'(4.5 FT) SOUTH-SOUTHEAST OF THE EDGE OF CONCRETE CURB, 3.81 M (12.5
 AH5629'FT) NORTH-NORTHWEST OF A 8 INCH BASSWOOOD, 9.91 M (32.5 FT)
 AH5629'NORTH-NORTHWEST OF A CONCRETE RETAINING WALL, AND 11.28 M (37.0 FT)
 AH5629'SOUTHWEST OF THE CENTER OF A IRON DRAINAGE GRATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0607 ***********************************************************************
 AI0607  DESIGNATION -  BERNICE
 AI0607  PID         -  AI0607
 AI0607  STATE/COUNTY-  NC/ROBESON
 AI0607  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 AI0607
 AI0607                         *CURRENT SURVEY CONTROL
 AI0607  ___________________________________________________________________
 AI0607* NAD 83(1986)-  34 35 10.     (N)    079 02 39.     (W)     SCALED    
 AI0607* NAVD 88     -        38.140  (meters)     125.13   (feet)  ADJUSTED  
 AI0607  ___________________________________________________________________
 AI0607  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AI0607  DYNAMIC HT  -          38.103 (meters)     125.01  (feet)  COMP
 AI0607  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 AI0607
 AI0607  VERT ORDER  -  SECOND    CLASS II
 AI0607
 AI0607.The horizontal coordinates were scaled from a topographic map and have
 AI0607.an estimated accuracy of +/- 6 seconds.
 AI0607
 AI0607.The orthometric height was determined by differential leveling
 AI0607.and adjusted in October 1999.
 AI0607
 AI0607.The geoid height was determined by GEOID03.
 AI0607
 AI0607.The dynamic height is computed by dividing the NAVD 88
 AI0607.geopotential number by the normal gravity value computed on the
 AI0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0607.degrees latitude (g = 980.6199 gals.).
 AI0607
 AI0607.The modeled gravity was interpolated from observed gravity values.
 AI0607
 AI0607;                    North         East    Units  Estimated Accuracy
 AI0607;SPC NC       -    92,750.      605,550.      MT  (+/- 180 meters Scaled)
 AI0607
 AI0607                          SUPERSEDED SURVEY CONTROL
 AI0607
 AI0607.No superseded survey control is available for this station.
 AI0607
 AI0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU793288(NAD 83)
 AI0607_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0607_STAMPING: BERNICE 1989
 AI0607_MARK LOGO: NCGS  
 AI0607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0607+STABILITY: SURFACE MOTION
 AI0607
 AI0607  HISTORY     - Date     Condition        Report By
 AI0607  HISTORY     - 1989     MONUMENTED       NCGS
 AI0607
 AI0607                          STATION DESCRIPTION
 AI0607
 AI0607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI0607'STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF LUMBERTON.
 AI0607'ALONG NC 41 FOR 0.8 KM (0.50 MI) NORTH FROM US 74, IN EAST SHOULDER,
 AI0607'AND ABOUT ON THE PROLONGATION OF THE SOUTH SIDE OF A FRAME HOUSE. MARK
 AI0607'IS RECESSED 3 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 5.48
 AI0607'M (17.98 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.43 M
 AI0607'(21.10 FT) NORTH OF THE NORTH END OF A DRIVE CULVERT, 4.70 M (15.42
 AI0607'FT) NORTH-NORTHWEST OF A WATER METER--AND 17.58 M (57.68 FT) NORTH OF
 AI0607'THE NORTH-MOST OF TWO TELEPHONE PEDESTALS BESIDE A SERVICE POLE, 28.60
 AI0607'M (93.83 FT) SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5729 ***********************************************************************
 EZ5729  DESIGNATION -  BERNIE
 EZ5729  PID         -  EZ5729
 EZ5729  STATE/COUNTY-  NC/RICHMOND
 EZ5729  USGS QUAD   -  HARRISVILLE (1994)
 EZ5729
 EZ5729                         *CURRENT SURVEY CONTROL
 EZ5729  ___________________________________________________________________
 EZ5729* NAD 83(2001)-  35 08 47.63779(N)    079 49 16.67809(W)     ADJUSTED  
 EZ5729* NAVD 88     -       171.75   (+/-2cm)     563.5    (feet)  VERTCON   
 EZ5729  ___________________________________________________________________
 EZ5729  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 EZ5729  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EZ5729  HORZ ORDER  -  SECOND
 EZ5729  VERT ORDER  -  THIRD ? (See Below)
 EZ5729
 EZ5729.The horizontal coordinates were established by classical geodetic methods
 EZ5729.and adjusted by the National Geodetic Survey in August 2005.
 EZ5729
 EZ5729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5729.The vertical order pertains to the NGVD 29 superseded value.
 EZ5729
 EZ5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5729
 EZ5729.The geoid height was determined by GEOID03.
 EZ5729
 EZ5729;                    North         East     Units Scale Factor Converg.
 EZ5729;SPC NC       -   155,230.520   534,770.492   MT  0.99987427   -0 28 26.5
 EZ5729;SPC NC       -   509,285.46  1,754,492.86   sFT  0.99987427   -0 28 26.5
 EZ5729;UTM  17      - 3,889,932.706   607,368.809   MT  0.99974207   +0 40 43.0
 EZ5729
 EZ5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5729!SPC NC       -   0.99997787  x   0.99987427  =   0.99985214
 EZ5729!UTM  17      -   0.99997787  x   0.99974207  =   0.99971995
 EZ5729
 EZ5729                          SUPERSEDED SURVEY CONTROL
 EZ5729
 EZ5729  NAD 83(1986)-  35 08 47.64917(N)    079 49 16.65745(W) AD(       ) 2
 EZ5729  NGVD 29 (03/28/90)  172.00   (m)          564.3    (f) LEVELING    3  
 EZ5729
 EZ5729.Superseded values are not recommended for survey control.
 EZ5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5729.See file dsdata.txt to determine how the superseded data were derived.
 EZ5729
 EZ5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0736989933(NAD 83)
 EZ5729_MARKER: DE = TRAVERSE STATION DISK
 EZ5729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5729_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5729+STABILITY: SURFACE MOTION
 EZ5729
 EZ5729  HISTORY     - Date     Condition        Report By
 EZ5729  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5729
 EZ5729                          STATION DESCRIPTION
 EZ5729
 EZ5729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5729'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES EAST-SOUTHEAST OF EXWAY
 EZ5729'AND 5.8 MILES WEST-SOUTHWEST OF NORMAN.
 EZ5729'
 EZ5729'TO REACH THE STATION FROM THE INTERSECTION OF SR 1321 WITH US 220 IN
 EZ5729'CENTER OF NORMAN. PROCEED WESTERLY ALONG SR 1321 FOR 6.0 MILES TO THE
 EZ5729'INTERSECTION WITH SR 1322, THENCE SOUTH ALONG SR 1322 (CONCORD CHURCH
 EZ5729'ROAD) FOR 0.3 MILE TO STATION IN LEFT ROAD SHOULDER ACROSS ROAD FROM
 EZ5729'B. C. MCINTYRES RANCH STYLE BRICK HOME AND 0.7 MILE NORTH OF CONCORD
 EZ5729'CHURCH.
 EZ5729'
 EZ5729'STATION MARK IS A STANDARD DISK STAMPED---BERNIE 1977---, SET IN THE
 EZ5729'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND
 EZ5729'SURFACE.  THE MARK IS 12.7 FEET SOUTHEAST OF THE CENTERLINE OF
 EZ5729'SR 1322, 23.6 FEET EAST OF THE PROLONGATION OF EAST SIDE OF RESIDENCE,
 EZ5729'99.8 FEET EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF ROAD AND
 EZ5729'DRIVEWAY AND 30.3 FEET NORTH OF A 10 INCH PINE, 42.5 FEET NORTHWEST OF
 EZ5729'AN 8 INCH PINE AND 81.2 FEET SOUTH-SOUTHEAST OF A 20 INCH OAK ALL
 EZ5729'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0360 ***********************************************************************
 FZ0360  DESIGNATION -  BEROTH
 FZ0360  PID         -  FZ0360
 FZ0360  STATE/COUNTY-  NC/FORSYTH
 FZ0360  USGS QUAD   -  VIENNA (1986)
 FZ0360
 FZ0360                         *CURRENT SURVEY CONTROL
 FZ0360  ___________________________________________________________________
 FZ0360* NAD 83(2001)-  36 08 07.83614(N)    080 23 25.41925(W)     ADJUSTED  
 FZ0360* NAVD 88     -       269.670  (meters)     884.74   (feet)  ADJUSTED  
 FZ0360  ___________________________________________________________________
 FZ0360  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FZ0360  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 FZ0360  DYNAMIC HT  -         269.419 (meters)     883.92  (feet)  COMP
 FZ0360  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 FZ0360
 FZ0360  HORZ ORDER  -  SECOND
 FZ0360  VERT ORDER  -  SECOND    CLASS 0
 FZ0360
 FZ0360.The horizontal coordinates were established by classical geodetic methods
 FZ0360.and adjusted by the National Geodetic Survey in August 2005.
 FZ0360
 FZ0360.The orthometric height was determined by differential leveling
 FZ0360.and adjusted in June 1991.
 FZ0360
 FZ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0360
 FZ0360.The geoid height was determined by GEOID03.
 FZ0360
 FZ0360.The dynamic height is computed by dividing the NAVD 88
 FZ0360.geopotential number by the normal gravity value computed on the
 FZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0360.degrees latitude (g = 980.6199 gals.).
 FZ0360
 FZ0360.The modeled gravity was interpolated from observed gravity values.
 FZ0360
 FZ0360;                    North         East     Units Scale Factor Converg.
 FZ0360;SPC NC       -   265,512.955   484,458.131   MT  0.99999145   -0 48 09.0
 FZ0360;SPC NC       -   871,103.75  1,589,426.38   sFT  0.99999145   -0 48 09.0
 FZ0360;UTM  17      - 3,999,150.735   554,848.487   MT  0.99963707   +0 21 34.2
 FZ0360
 FZ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0360!SPC NC       -   0.99996288  x   0.99999145  =   0.99995433
 FZ0360!UTM  17      -   0.99996288  x   0.99963707  =   0.99959996
 FZ0360
 FZ0360:                Primary Azimuth Mark                     Grid Az
 FZ0360:SPC NC       -  VERNON                                   169 08 13.4
 FZ0360:UTM  17      -  VERNON                                   167 58 30.2
 FZ0360
 FZ0360|---------------------------------------------------------------------|
 FZ0360| PID    Reference Object                     Distance      Geod. Az  |
 FZ0360|                                                           dddmmss.s |
 FZ0360| FZ0361 VERNON                              APPROX. 0.6 KM 1682004.4 |
 FZ0360|---------------------------------------------------------------------|
 FZ0360
 FZ0360                          SUPERSEDED SURVEY CONTROL
 FZ0360
 FZ0360  NAD 83(1993)-  36 08 07.84279(N)    080 23 25.42642(W) AD(       ) 2
 FZ0360  NAD 83(1986)-  36 08 07.84292(N)    080 23 25.42683(W) AD(       ) 2
 FZ0360  NAD 27      -  36 08 07.34873(N)    080 23 26.23471(W) AD(       ) 2
 FZ0360  NGVD 29 (??/??/92)  269.864  (m)          885.38   (f) ADJ UNCH    2 0
 FZ0360
 FZ0360.Superseded values are not recommended for survey control.
 FZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0360.See file dsdata.txt to determine how the superseded data were derived.
 FZ0360
 FZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5484899151(NAD 83)
 FZ0360_MARKER: DE = TRAVERSE STATION DISK
 FZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0360_STAMPING: BEROTH 1970
 FZ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0360+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 FZ0360
 FZ0360  HISTORY     - Date     Condition        Report By
 FZ0360  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0360  HISTORY     - 1972     GOOD             NCGS
 FZ0360  HISTORY     - 1983     GOOD             USPSQD
 FZ0360  HISTORY     - 19920727 GOOD             USPSQD
 FZ0360  HISTORY     - 20060715 GOOD             GEOCAC
 FZ0360
 FZ0360                          STATION DESCRIPTION
 FZ0360
 FZ0360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0360'BEROTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0360'THE VICINITY OF LEWISVILLE, NORTH CAROLINA.
 FZ0360'
 FZ0360'BEROTH IS LOCATED APPROXIMATELY 2.7 MILES NORTHEAST OF LEWISVILLE
 FZ0360'AND 3.7 MILES NORTHWEST OF MT. TABOR.  TO REACH STATION PROCEED
 FZ0360'FROM THE INTERSECTION OF SR 1525 (OLD US 421) AND SR 1437
 FZ0360'(CHICKASHA DRIVE) NEAR THE VIENNA HIGH SCHOOL, GO SOUTH ON SR 1437
 FZ0360'FOR 0.45 MILE TO STATION ON THE RIGHT, IN THE SOUTHWEST CORNER
 FZ0360'OF SR 1437 AND THE DRIVEWAY TO HOME OF MR. BEROTH, ALSO 1.05
 FZ0360'MILE NORTH OF INTERSECTION OF SR 1437 AND SR 1314 (ROBINHOOD
 FZ0360'RD.), AND APPROXIMATELY 75 FEET SOUTHEAST OF SOUTHEAST
 FZ0360'CORNER OF BEROTHS TWO STORY BRICK HOUSE.
 FZ0360'
 FZ0360'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0360'BEROTH 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0360'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ0360'
 FZ0360'MARK IS
 FZ0360'27.5 FEET W OF C/L OF SR 1437 (CHICKASHA RD.).
 FZ0360'8.0 FEET NNW OF 10 INCH ELDERBERRY TREE.
 FZ0360'12.1 FEET WNW OF MAILBOX POST.
 FZ0360'43.7 FEET S OF 16 INCH MAPLE.
 FZ0360'7.8 FEET S OF C/L OF DRIVEWAY.
 FZ0360
 FZ0360                          STATION RECOVERY (1972)
 FZ0360
 FZ0360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0360'2 MI SW FROM PFAFFTOWN.
 FZ0360'STATION IS LOCATED APPROXIMATELY 8.5 MILES WNW OF DOWNTOWN
 FZ0360'WINSTON-SALEM.  TO REACH STATION FROM THE INTERSECTION OF SR 1525
 FZ0360'(OLD U.S. 421) AND SR 1437 (CHICKASHA DRIVE) AT VIENNA SCHOOL,
 FZ0360'PROCEED SOUTH ALONG SR 1437 FOR 0.45 MILE TO STATION ON THE
 FZ0360'RIGHT, 01.105 MILE NORTH OF SR 1314 (ROBINHOOD ROAD), 27.5 FEET
 FZ0360'WEST OF C/L OF SR 1437, 79.0 FEET SE OF SE CORNER OF 1 1/2 STORY
 FZ0360'BRICK HOUSE (BEROTH RESIDENCE), 09.3 FEET SOUTH OF C/L OF
 FZ0360'DRIVEWAY, 06.2 FEET NNW OF 10 IN HARDWOOD WITH ALUMINUM REF.
 FZ0360'TAG, 12.1 FEET WEST OF MAILBOX POST, AND 43.7 FEET SOUTH OF
 FZ0360'16 IN MAPLE.  DISK IS SET 1 INCH BELOW THE SURFACE OF THE
 FZ0360'GROUND.
 FZ0360
 FZ0360                          STATION RECOVERY (1983)
 FZ0360
 FZ0360'RECOVERY NOTE BY US POWER SQUADRON 1983 (PGH)
 FZ0360'BEROTH 1970 STATION LOCATED AS DESCRIBED IN GOOD CONDITION EXCEPT,
 FZ0360'MARK IS
 FZ0360'1. MISSING ELDERBERRY TREE (10 INCH) NNW.
 FZ0360
 FZ0360                          STATION RECOVERY (1992)
 FZ0360
 FZ0360'RECOVERY NOTE BY US POWER SQUADRON 1992 (PGH)
 FZ0360'RECOVERED IN GOOD CONDITION.
 FZ0360
 FZ0360                          STATION RECOVERY (2006)
 FZ0360
 FZ0360'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 FZ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0986 ***********************************************************************
 EA0986  DESIGNATION -  BERRY
 EA0986  PID         -  EA0986
 EA0986  STATE/COUNTY-  NC/PENDER
 EA0986  USGS QUAD   -  STAG PARK (1981)
 EA0986
 EA0986                         *CURRENT SURVEY CONTROL
 EA0986  ___________________________________________________________________
 EA0986* NAD 83(2001)-  34 36 13.95671(N)    077 52 09.70837(W)     ADJUSTED  
 EA0986* NAVD 88     -         5.146  (meters)      16.88   (feet)  ADJUSTED  
 EA0986  ___________________________________________________________________
 EA0986  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 EA0986  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EA0986  DYNAMIC HT  -           5.141 (meters)      16.87  (feet)  COMP
 EA0986  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 EA0986
 EA0986  HORZ ORDER  -  SECOND
 EA0986  VERT ORDER  -  SECOND    CLASS II
 EA0986
 EA0986.The horizontal coordinates were established by classical geodetic methods
 EA0986.and adjusted by the National Geodetic Survey in August 2005.
 EA0986
 EA0986.The orthometric height was determined by differential leveling
 EA0986.and adjusted in June 1991.
 EA0986
 EA0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0986
 EA0986.The geoid height was determined by GEOID03.
 EA0986
 EA0986.The dynamic height is computed by dividing the NAVD 88
 EA0986.geopotential number by the normal gravity value computed on the
 EA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0986.degrees latitude (g = 980.6199 gals.).
 EA0986
 EA0986.The modeled gravity was interpolated from observed gravity values.
 EA0986
 EA0986;                    North         East     Units Scale Factor Converg.
 EA0986;SPC NC       -    95,312.660   713,301.021   MT  0.99993606   +0 39 09.3
 EA0986;SPC NC       -   312,704.95  2,340,221.77   sFT  0.99993606   +0 39 09.3
 EA0986;UTM  18      - 3,832,859.544   236,870.933   MT  1.00045348   -1 37 49.6
 EA0986
 EA0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0986!SPC NC       -   1.00000493  x   0.99993606  =   0.99994099
 EA0986!UTM  18      -   1.00000493  x   1.00045348  =   1.00045841
 EA0986
 EA0986|---------------------------------------------------------------------|
 EA0986| PID    Reference Object                     Distance      Geod. Az  |
 EA0986|                                                           dddmmss.s |
 EA0986| EA0987 BLUE                                341.744 METERS 07733     |
 EA0986|---------------------------------------------------------------------|
 EA0986
 EA0986                          SUPERSEDED SURVEY CONTROL
 EA0986
 EA0986  NAD 83(1986)-  34 36 13.96435(N)    077 52 09.72371(W) AD(       ) 2
 EA0986  NAD 27      -  34 36 13.36773(N)    077 52 10.76867(W) AD(       ) 2
 EA0986  NGVD 29 (??/??/92)    5.441  (m)           17.85   (f) ADJ UNCH    2 2
 EA0986
 EA0986.Superseded values are not recommended for survey control.
 EA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0986.See file dsdata.txt to determine how the superseded data were derived.
 EA0986
 EA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3687132860(NAD 83)
 EA0986_MARKER: DD = SURVEY DISK
 EA0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0986_STAMPING: BERRY 1974
 EA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0986+STABILITY: SURFACE MOTION
 EA0986
 EA0986  HISTORY     - Date     Condition        Report By
 EA0986  HISTORY     - 1974     MONUMENTED       NCGS
 EA0986  HISTORY     - 1975     GOOD             NCGS
 EA0986
 EA0986                          STATION DESCRIPTION
 EA0986
 EA0986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0986'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0986'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0986'
 EA0986'BERRY IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF BURGAW.  TO
 EA0986'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 AT
 EA0986'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.4
 EA0986'MILES TO STATION ON LEFT ON GROUNDS OF FARMHOUSE OWNED BY CHARLES
 EA0986'ROWE, AND 0.5 MILE NORTHEAST OF BRIDGE OVER CAPE FEAR RIVER.
 EA0986'
 EA0986'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0986'BERRY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0986'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0986'
 EA0986'MARK IS 134.2 FT NW OF C/L OF NC 53
 EA0986'
 EA0986'4.0 FT NW OF HOUSE POWER POLE (ALUMINUM REF. TAG ON BOTH SIDES OF
 EA0986'POLE)
 EA0986'
 EA0986'23.8 FT SE OF CORNER OF FENCE
 EA0986'
 EA0986'36.6 FT E OF SE CORNER OF GARAGE
 EA0986'
 EA0986'46.3 FT SW OF SW CORNER OF MAIN PART OF HOUSE
 EA0986'
 EA0986'83.2 FT NW OF PP WITH ALUMINUM REF. TAG
 EA0986
 EA0986                          STATION RECOVERY (1975)
 EA0986
 EA0986'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0986'4.8 MI NE FROM BURGAW.
 EA0986'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0986'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.4 MILES
 EA0986'TO STATION ON LEFT ON GROUNDS OF FARMHOUSE OWNED BY CHARLES ROWE, 0.5
 EA0986'MILE NORTHEAST OF BRIDGE OVER CAPE FEAR RIVER.  134.2 FT. NW OF C/L OF
 EA0986'NC 53, 4.0 FT. NW OF HOUSE POWER POLE WITH ALUMINUM REF. TAG ON BOTH
 EA0986'SIDES OF POLE, 23.8 FT. SE OF CORNER OF FENCE, 36.6 FT. E OF SE CORNER
 EA0986'OF GARAGE, 46.3 FT. SW OF SW CORNER OF MAIN PART OF HOUSE, AND 83.2
 EA0986'FT. NW OF PP WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EA0986'CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3011 ***********************************************************************
 FA3011  DESIGNATION -  BERRY
 FA3011  PID         -  FA3011
 FA3011  STATE/COUNTY-  NC/BURKE
 FA3011  USGS QUAD   -  LONGVIEW (1993)
 FA3011
 FA3011                         *CURRENT SURVEY CONTROL
 FA3011  ___________________________________________________________________
 FA3011* NAD 83(2001)-  35 42 56.18138(N)    081 27 18.49956(W)     ADJUSTED  
 FA3011* NAVD 88     -       357.7    (meters)    1174.     (feet)  VERTCON   
 FA3011  ___________________________________________________________________
 FA3011  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FA3011  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA3011  HORZ ORDER  -  SECOND
 FA3011
 FA3011.The horizontal coordinates were established by classical geodetic methods
 FA3011.and adjusted by the National Geodetic Survey in August 2005.
 FA3011
 FA3011.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3011
 FA3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3011
 FA3011.The geoid height was determined by GEOID03.
 FA3011
 FA3011;                    North         East     Units Scale Factor Converg.
 FA3011;SPC NC       -   220,794.382   387,488.485   MT  0.99990528   -1 25 01.3
 FA3011;SPC NC       -   724,389.57  1,271,285.14   sFT  0.99990528   -1 25 01.3
 FA3011;UTM  17      - 3,952,501.196   458,832.511   MT  0.99962088   -0 15 56.5
 FA3011
 FA3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3011!SPC NC       -   0.99994891  x   0.99990528  =   0.99985419
 FA3011!UTM  17      -   0.99994891  x   0.99962088  =   0.99956981
 FA3011
 FA3011:                Primary Azimuth Mark                     Grid Az
 FA3011:SPC NC       -  OLD                                      116 44 43.4
 FA3011:UTM  17      -  OLD                                      115 35 38.6
 FA3011
 FA3011|---------------------------------------------------------------------|
 FA3011| PID    Reference Object                     Distance      Geod. Az  |
 FA3011|                                                           dddmmss.s |
 FA3011| FA3027 OLD                                 APPROX. 1.5 KM 1151942.1 |
 FA3011|---------------------------------------------------------------------|
 FA3011
 FA3011                          SUPERSEDED SURVEY CONTROL
 FA3011
 FA3011  NAD 83(1986)-  35 42 56.19057(N)    081 27 18.49894(W) AD(       ) 2
 FA3011  NAD 27      -  35 42 55.70750(N)    081 27 19.17634(W) AD(       ) 2
 FA3011  NGVD 29 (07/19/86)  357.9    (m)         1174.     (f) VERT ANG    3  
 FA3011
 FA3011.Superseded values are not recommended for survey control.
 FA3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3011.See file dsdata.txt to determine how the superseded data were derived.
 FA3011
 FA3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5883352501(NAD 83)
 FA3011_MARKER: DE = TRAVERSE STATION DISK
 FA3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3011_MARK LOGO: NCGS  
 FA3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3011+STABILITY: SURFACE MOTION
 FA3011
 FA3011  HISTORY     - Date     Condition        Report By
 FA3011  HISTORY     - 1969     MONUMENTED       NCGS
 FA3011  HISTORY     - 1976     GOOD             NCGS
 FA3011  HISTORY     - 19870101 MARK NOT FOUND   NCGS
 FA3011
 FA3011                          STATION DESCRIPTION
 FA3011
 FA3011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3011'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3011'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3011'
 FA3011'BERRY IS LOCATED APPROXIMATELY 13.1 MILES ESE OF MORGANTON.  STATION
 FA3011'IS IN THE MEDIAN OF I-40, 0.8 MILE EAST OF I-40 BRIDGE
 FA3011'OVER ICARD ROAD (SR 1761), AND 0.15 MILE WEST OF BERRY ROAD
 FA3011'BRIDGE (SR 1765) OVER I-40.
 FA3011'
 FA3011'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3011'BERRY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3011'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3011'
 FA3011'MARK IS
 FA3011'
 FA3011'20.3 FT S OF C/L OF W BOUND LANE OF I-40
 FA3011'
 FA3011'33.5 FT N OF C/L OF E BOUND LANE OF I-40
 FA3011'
 FA3011'43.9 FT S OF REFLECTOR POST 852414 N I 40
 FA3011'
 FA3011'56.8 FT N OF REFLECTOR POST 852414 S I 40
 FA3011'
 FA3011'9.2 FT S OF SLAB 750+00
 FA3011'
 FA3011'243.0 FT E OF END GUARD RAIL POST
 FA3011
 FA3011                          STATION RECOVERY (1976)
 FA3011
 FA3011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (GEF)
 FA3011'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FA3011
 FA3011                          STATION RECOVERY (1987)
 FA3011
 FA3011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3011'DESIGNATED MARK WAS NOT RECOVERED. IT IS LIKELY THAT IT HAS BEEN
 FA3011'DESTROYED DUE TO GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2589 ***********************************************************************
 EB2589  DESIGNATION -  BERRY
 EB2589  PID         -  EB2589
 EB2589  STATE/COUNTY-  NC/ROBESON
 EB2589  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 EB2589
 EB2589                         *CURRENT SURVEY CONTROL
 EB2589  ___________________________________________________________________
 EB2589* NAD 83(2001)-  34 40 57.36641(N)    079 00 06.51958(W)     ADJUSTED  
 EB2589* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 EB2589  ___________________________________________________________________
 EB2589  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 EB2589  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 EB2589  HORZ ORDER  -  SECOND
 EB2589
 EB2589.The horizontal coordinates were established by classical geodetic methods
 EB2589.and adjusted by the National Geodetic Survey in August 2005.
 EB2589
 EB2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2589
 EB2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2589
 EB2589.The geoid height was determined by GEOID03.
 EB2589
 EB2589;                    North         East     Units Scale Factor Converg.
 EB2589;SPC NC       -   103,454.762   609,435.275   MT  0.99992159   -0 00 03.8
 EB2589;SPC NC       -   339,417.83  1,999,455.56   sFT  0.99992159   -0 00 03.8
 EB2589;UTM  17      - 3,839,662.496   683,052.519   MT  1.00001302   +1 08 14.4
 EB2589
 EB2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2589!SPC NC       -   0.99999861  x   0.99992159  =   0.99992020
 EB2589!UTM  17      -   0.99999861  x   1.00001302  =   1.00001163
 EB2589
 EB2589:                Primary Azimuth Mark                     Grid Az
 EB2589:SPC NC       -  ELM                                      015 24 08.2
 EB2589:UTM  17      -  ELM                                      014 15 50.0
 EB2589
 EB2589|---------------------------------------------------------------------|
 EB2589| PID    Reference Object                     Distance      Geod. Az  |
 EB2589|                                                           dddmmss.s |
 EB2589| EB2522 ELM                                 APPROX. 1.0 KM 0152404.4 |
 EB2589|---------------------------------------------------------------------|
 EB2589
 EB2589                          SUPERSEDED SURVEY CONTROL
 EB2589
 EB2589  NAD 83(1986)-  34 40 57.37967(N)    079 00 06.52598(W) AD(       ) 2
 EB2589  NAD 27      -  34 40 56.79169(N)    079 00 07.40771(W) AD(       ) 2
 EB2589  NGVD 29 (07/19/86)   43.0    (m)          141.     (f) VERT ANG    3  
 EB2589
 EB2589.Superseded values are not recommended for survey control.
 EB2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2589.See file dsdata.txt to determine how the superseded data were derived.
 EB2589
 EB2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8305339662(NAD 83)
 EB2589_MARKER: DE = TRAVERSE STATION DISK
 EB2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2589_STAMPING: BERRY 1969
 EB2589_MARK LOGO: NCGS  
 EB2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2589+STABILITY: SURFACE MOTION
 EB2589
 EB2589  HISTORY     - Date     Condition        Report By
 EB2589  HISTORY     - 1969     MONUMENTED       NCGS
 EB2589
 EB2589                          STATION DESCRIPTION
 EB2589
 EB2589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2589'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2589'VICINITY OF ST. PAULS, NORTH CAROLINA.
 EB2589'
 EB2589'BERRY IS LOCATED APPROXIMATELY 4.3 MILES NORTHWEST OF LUMBERTON.  TO
 EB2589'REACH STATION PROCEED FROM THE INTERSECTION OF I-95 AND US 301
 EB2589'APPROXIMATELY 3.4 MILES NORTHWEST OF LUMBERTON, GO NORTH ON I-95
 EB2589'FOR 0.9 MILE TO STATION ON LEFT, IN MEDIAN OF I-95, AND 1.3 MILES
 EB2589'SOUTH OF SR 1529.
 EB2589'
 EB2589'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BERRY
 EB2589'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2589'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2589'
 EB2589'MARK IS
 EB2589'
 EB2589'33.8 FEET W OF C/L OF N BOUND LANE OF I-95.
 EB2589'72.2 FEET E OF C/L OF S BOUND LANE OF I-95.
 EB2589'98.0 FEET SSW OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EB2589'31.7 FEET NE OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EB2589'70.6 FEET NNE OF 4 INCH OAK WITH ALUMINUM REF. TAG.
 EB2589'61.5 FEET WNW OF STEEL REFLECTOR POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2468 ***********************************************************************
 EY2468  DESIGNATION -  BERRY
 EY2468  PID         -  EY2468
 EY2468  STATE/COUNTY-  NC/LENOIR
 EY2468  USGS QUAD   -  KINSTON (1983)
 EY2468
 EY2468                         *CURRENT SURVEY CONTROL
 EY2468  ___________________________________________________________________
 EY2468* NAD 83(2001)-  35 20 25.72510(N)    077 37 06.64135(W)     ADJUSTED  
 EY2468* NAVD 88     -        25.4    (meters)      83.     (feet)  VERTCON   
 EY2468  ___________________________________________________________________
 EY2468  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 EY2468  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 EY2468  HORZ ORDER  -  SECOND
 EY2468
 EY2468.The horizontal coordinates were established by classical geodetic methods
 EY2468.and adjusted by the National Geodetic Survey in August 2005.
 EY2468
 EY2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2468
 EY2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2468
 EY2468.The geoid height was determined by GEOID03.
 EY2468
 EY2468;                    North         East     Units Scale Factor Converg.
 EY2468;SPC NC       -   177,305.690   735,170.253   MT  0.99987379   +0 47 50.5
 EY2468;SPC NC       -   581,710.42  2,411,971.07   sFT  0.99987379   +0 47 50.5
 EY2468;UTM  18      - 3,913,948.773   262,022.843   MT  1.00029798   -1 30 55.3
 EY2468
 EY2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2468!SPC NC       -   1.00000163  x   0.99987379  =   0.99987542
 EY2468!UTM  18      -   1.00000163  x   1.00029798  =   1.00029962
 EY2468
 EY2468:                Primary Azimuth Mark                     Grid Az
 EY2468:SPC NC       -  LARRY                                    093 42 56.3
 EY2468:UTM  18      -  LARRY                                    096 01 42.1
 EY2468
 EY2468|---------------------------------------------------------------------|
 EY2468| PID    Reference Object                     Distance      Geod. Az  |
 EY2468|                                                           dddmmss.s |
 EY2468| EY2488 LARRY                               APPROX. 0.5 KM 0943046.8 |
 EY2468| EY2498 TAYLOR                              453.928 METERS 2881820.5 |
 EY2468|---------------------------------------------------------------------|
 EY2468
 EY2468                          SUPERSEDED SURVEY CONTROL
 EY2468
 EY2468  NAD 83(1986)-  35 20 25.73390(N)    077 37 06.65001(W) AD(       ) 2
 EY2468  NAD 27      -  35 20 25.14615(N)    077 37 07.75453(W) AD(       ) 2
 EY2468  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG    3  
 EY2468
 EY2468.Superseded values are not recommended for survey control.
 EY2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2468.See file dsdata.txt to determine how the superseded data were derived.
 EY2468
 EY2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6202313949(NAD 83)
 EY2468_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2468_STAMPING: BERRY 1967
 EY2468_MARK LOGO: NCGS  
 EY2468_PROJECTION: FLUSH
 EY2468_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2468+STABILITY: SURFACE MOTION
 EY2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2468+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EY2468
 EY2468  HISTORY     - Date     Condition        Report By
 EY2468  HISTORY     - 1967     MONUMENTED       NCGS
 EY2468  HISTORY     - 19910221 GOOD             NCGS
 EY2468
 EY2468                          STATION DESCRIPTION
 EY2468
 EY2468'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2468'BERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2468'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2468'
 EY2468'BERRY IS LOCATED APPROXIMATELY 5.4 MILES NW OF KINSTON AND
 EY2468'ABOUT 1 MILE N OF STALLINS AIR BASE.  TO REACH STATION PROCEED
 EY2468'FROM THE INTERSECTION OF SR 1576 AND SR 1541, SOUTH ON SR 1576
 EY2468'FOR 0.5 MILE TO STATION.  STATION IS ON SOUTH SHOULDER OF SR
 EY2468'1576 EAST OF WEST DRIVEWAY TO BRICK HOUSE AND EAST OF WHITE
 EY2468'FRAME HOUSE.
 EY2468'
 EY2468'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2468'BERRY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2468'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2468'
 EY2468'MARK IS
 EY2468'
 EY2468'17.9 FT S OF C/L OF SR 1576
 EY2468'
 EY2468'10.7 FT SE OF S END OF CULVERT UNDER DRIVEWAY TO BRICK HOME
 EY2468'
 EY2468'58.0 FT E OF TELEPHONE PEDESTAL
 EY2468'
 EY2468'133.1 FT NW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2468'
 EY2468'37.3 FT ESE OF 3 INCH GUM TREE WITH ALUMINUM REF. TAG
 EY2468'
 EY2468'35.4 FT NE OF 4 INCH MIMOSA TREE WITH ALUMINUM REF. TAG
 EY2468
 EY2468                          STATION RECOVERY (1991)
 EY2468
 EY2468'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2468'RECOVERED AS DESCRIBED. GUM TREE AND MIMOSA TREE HAVE BEEN REMOVED.
 EY2468'MARK IS 17.9 FT (5.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1576,
 EY2468'10.7 FT (3.3 M) EAST-NORTHEAST OF THE EAST END OF A DRIVEWAY CULVERT,
 EY2468'58.0 FT (17.7 M) SOUTHEAST OF PEDESTAL NO. 14W, AND 87.0 FT (26.5 M)
 EY2468'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3509 ***********************************************************************
 EY3509  DESIGNATION -  BERRY
 EY3509  PID         -  EY3509
 EY3509  STATE/COUNTY-  NC/BEAUFORT
 EY3509  USGS QUAD   -  SOUTH CREEK (1993)
 EY3509
 EY3509                         *CURRENT SURVEY CONTROL
 EY3509  ___________________________________________________________________
 EY3509* NAD 83(2001)-  35 21 35.72770(N)    076 41 53.93994(W)     ADJUSTED  
 EY3509* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3509  ___________________________________________________________________
 EY3509  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EY3509  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EY3509  HORZ ORDER  -  THIRD
 EY3509
 EY3509.The horizontal coordinates were established by classical geodetic methods
 EY3509.and adjusted by the National Geodetic Survey in August 2005.
 EY3509
 EY3509.The orthometric height was scaled from a topographic map.
 EY3509
 EY3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3509
 EY3509.The geoid height was determined by GEOID03.
 EY3509
 EY3509;                    North         East     Units Scale Factor Converg.
 EY3509;SPC NC       -   181,013.807   818,748.450   MT  0.99987437   +1 19 42.5
 EY3509;SPC NC       -   593,876.13  2,686,177.21   sFT  0.99987437   +1 19 42.5
 EY3509;UTM  18      - 3,914,282.131   345,699.932   MT  0.99989341   -0 58 58.9
 EY3509
 EY3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3509!SPC NC       -   1.00000574  x   0.99987437  =   0.99988011
 EY3509!UTM  18      -   1.00000574  x   0.99989341  =   0.99989915
 EY3509
 EY3509|---------------------------------------------------------------------|
 EY3509| PID    Reference Object                     Distance      Geod. Az  |
 EY3509|                                                           dddmmss.s |
 EY3509| EY4790 BERRY RM                             18.585 METERS 01325     |
 EY3509| EY3520 HICK                                APPROX. 0.6 KM 0602454.8 |
 EY3509|---------------------------------------------------------------------|
 EY3509
 EY3509                          SUPERSEDED SURVEY CONTROL
 EY3509
 EY3509  NAD 83(1986)-  35 21 35.73937(N)    076 41 53.94855(W) AD(       ) 3
 EY3509  NAD 27      -  35 21 35.13900(N)    076 41 55.20000(W) AD(       ) 3
 EY3509
 EY3509.Superseded values are not recommended for survey control.
 EY3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3509.See file dsdata.txt to determine how the superseded data were derived.
 EY3509
 EY3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4570014282(NAD 83)
 EY3509_MARKER: DS = TRIANGULATION STATION DISK
 EY3509_SETTING: 0 = UNSPECIFIED SETTING
 EY3509
 EY3509  HISTORY     - Date     Condition        Report By
 EY3509  HISTORY     - 1935     MONUMENTED       CGS
 EY3509  HISTORY     - 1948     GOOD             CGS
 EY3509
 EY3509                          STATION DESCRIPTION
 EY3509
 EY3509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3509'STATION IS ON THE N SIDE OF SOUTH CREEK 3/8 MILE FROM HICKORY
 EY3509'POINT ON A POINT OF LAND WHICH IS THE FIRST SW OF HICKORY
 EY3509'POINT.  STATION IS ON A TREE LINE.  FROM THE STATION, SHORE LINE
 EY3509'IS 6 METERS S, 25 METERS E.  CENTER OF GROUP OF 4 PINES IS 5
 EY3509'METERS N.  STATION IS IN FAST LAND.
 EY3509'
 EY3509'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED
 EY3509'8- BY 36-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND.
 EY3509'
 EY3509'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE FILLED
 EY3509'8- BY 30-INCH TILE PROJECTING 6 INCHES ABOVE THE GROUND.
 EY3509
 EY3509                          STATION RECOVERY (1948)
 EY3509
 EY3509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3509'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD
 EY3509'CONDITION.  DISTANCE TO THE REFERENCE MARK WAS MEASURED WITH A STEEL
 EY3509'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 EY3509'INADEQUATE, NEW DESCRIPTION FOLLOWS--
 EY3509'
 EY3509'STATION IS ON THE N SIDE OF SOUTH CREEK, 3/8 MILE FROM
 EY3509'HICKORY POINT, ON A POINT OF LAND WHICH IS THE FIRST SW OF
 EY3509'HICKORY POINT.  THIS POINT IS COVERED WITH PINE AND SURROUNDED
 EY3509'BY MARSH.  A DITCH THROUGH THE MARSH IS ABOUT 140 METERS NE OF
 EY3509'THE STATION.  FROM THE STATION, SHORELINE IS 0.6 METER S, 23
 EY3509'METERS E.  CENTER OF GROUP OF FOUR PINES IS 5 METERS N, A
 EY3509'12-INCH BLAZED PINE IS 5 FEET N.
 EY3509'
 EY3509'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE-FILLED
 EY3509'8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.  DISK IS STAMPED
 EY3509'BERRY 1935.
 EY3509'
 EY3509'REFERENCE MARK IS A BRONZE REFERENCE DISK SET IN TOP OF A
 EY3509'CONCRETE-FILLED 8-INCH TILE PROJECTING 6 INCHES ABOVE GROUND.  DISK
 EY3509'IS STAMPED BERRY 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2641 ***********************************************************************
 FZ2641  DESIGNATION -  BERRY
 FZ2641  PID         -  FZ2641
 FZ2641  STATE/COUNTY-  NC/WILKES
 FZ2641  USGS QUAD   -  MORAVIAN FALLS (1966)
 FZ2641
 FZ2641                         *CURRENT SURVEY CONTROL
 FZ2641  ___________________________________________________________________
 FZ2641* NAD 83(2001)-  36 07 25.00607(N)    081 13 57.05009(W)     ADJUSTED  
 FZ2641* NAVD 88     -       332.2    (meters)    1090.     (feet)  VERTCON   
 FZ2641  ___________________________________________________________________
 FZ2641  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 FZ2641  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FZ2641  HORZ ORDER  -  SECOND
 FZ2641
 FZ2641.The horizontal coordinates were established by classical geodetic methods
 FZ2641.and adjusted by the National Geodetic Survey in August 2005.
 FZ2641
 FZ2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2641
 FZ2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2641
 FZ2641.The geoid height was determined by GEOID03.
 FZ2641
 FZ2641;                    North         East     Units Scale Factor Converg.
 FZ2641;SPC NC       -   265,576.225   408,643.435   MT  0.99998827   -1 17 18.7
 FZ2641;SPC NC       -   871,311.33  1,340,691.00   sFT  0.99998827   -1 17 18.7
 FZ2641;UTM  17      - 3,997,684.089   479,076.809   MT  0.99960539   -0 08 13.5
 FZ2641
 FZ2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2641!SPC NC       -   0.99995303  x   0.99998827  =   0.99994130
 FZ2641!UTM  17      -   0.99995303  x   0.99960539  =   0.99955844
 FZ2641
 FZ2641                          SUPERSEDED SURVEY CONTROL
 FZ2641
 FZ2641  NAD 83(1995)-  36 07 25.00753(N)    081 13 57.05155(W) AD(       ) 2
 FZ2641  NAD 83(1993)-  36 07 25.01236(N)    081 13 57.05533(W) AD(       ) 2
 FZ2641  NAD 83(1986)-  36 07 25.01448(N)    081 13 57.05988(W) AD(       ) 2
 FZ2641  NGVD 29 (06/26/91)  332.4    (m)         1091.     (f) VERT ANG    3  
 FZ2641
 FZ2641.Superseded values are not recommended for survey control.
 FZ2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2641.See file dsdata.txt to determine how the superseded data were derived.
 FZ2641
 FZ2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7907797684(NAD 83)
 FZ2641_MARKER: DE = TRAVERSE STATION DISK
 FZ2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2641_SP_SET: CONCRETE POST
 FZ2641_STAMPING: BERRY 1984
 FZ2641_MARK LOGO: NCGS  
 FZ2641_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2641+STABILITY: SURFACE MOTION
 FZ2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2641+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 FZ2641
 FZ2641  HISTORY     - Date     Condition        Report By
 FZ2641  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2641  HISTORY     - 1984     GOOD             NCGS
 FZ2641  HISTORY     - 19920624 GOOD             NCGS
 FZ2641
 FZ2641                          STATION DESCRIPTION
 FZ2641
 FZ2641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2641'THE STATION IS LOCATED ABOUT 4.8 MI WEST-SOUTHWEST OF WILKESBORO.
 FZ2641'
 FZ2641'ALONG NC 268, 3.75 MI SOUTHWEST OF THE US 421 OVERPASS (0.6 MI
 FZ2641'SOUTHWEST OF SR 1178).
 FZ2641'
 FZ2641'THE STATION IS A STANDARD NCGS DISK
 FZ2641'STAMPED---BERRY 1984---,
 FZ2641'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2641'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2641'22.9 FEET NORTH OF THE CENTERLINE OF NC 268,
 FZ2641'3.4 FEET NORTH OF A GUARD RAIL,
 FZ2641'90.1 FEET WEST OF THE EAST END OF A GUARD RAIL,
 FZ2641'94.5 FEET NORTHEAST OF THE EAST END OF AN 18 INCH CORRUGATED METAL
 FZ2641'PIPE,
 FZ2641'18.8 FEET SOUTH OF A 6 INCH POPLAR WITH A REFERENCE TAG, AND
 FZ2641'138.0 FEET EAST-NORTHEAST OF THE CENTERLINE INTERSECTION OF A DRIVE
 FZ2641'AND NC 268.
 FZ2641'
 FZ2641'MARK IS LEVEL WITH HIGHWAY.
 FZ2641
 FZ2641                          STATION RECOVERY (1984)
 FZ2641
 FZ2641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2641'RECOVERED IN GOOD CONDITION.
 FZ2641
 FZ2641                          STATION RECOVERY (1992)
 FZ2641
 FZ2641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3521 ***********************************************************************
 FB3521  DESIGNATION -  BERRY
 FB3521  PID         -  FB3521
 FB3521  STATE/COUNTY-  NC/JACKSON
 FB3521  USGS QUAD   -  SYLVA SOUTH (1990)
 FB3521
 FB3521                         *CURRENT SURVEY CONTROL
 FB3521  ___________________________________________________________________
 FB3521* NAD 83(2007)-  35 18 44.93786(N)    083 12 16.29534(W)     ADJUSTED  
 FB3521* NAVD 88     -       854.8    (meters)    2804.     (feet)  VERTCON   
 FB3521  ___________________________________________________________________
 FB3521  EPOCH DATE  -        2002.00
 FB3521  X           -     616,610.749 (meters)                     COMP
 FB3521  Y           -  -5,174,530.090 (meters)                     COMP
 FB3521  Z           -   3,666,688.466 (meters)                     COMP
 FB3521  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 FB3521  ELLIP HEIGHT-         826.304 (meters)          (02/10/07) ADJUSTED
 FB3521  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 FB3521
 FB3521  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3521  Type    PID    Designation                      North   East  Ellip
 FB3521  -------------------------------------------------------------------
 FB3521  NETWORK FB3521 BERRY                             0.45   0.35   0.96
 FB3521  -------------------------------------------------------------------
 FB3521
 FB3521.This mark is at Sylva Airport (24A)
 FB3521
 FB3521.The horizontal coordinates were established by GPS observations
 FB3521.and adjusted by the National Geodetic Survey in February 2007.
 FB3521
 FB3521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3521.The horizontal coordinates are valid at the epoch date displayed above.
 FB3521.The epoch date for horizontal control is a decimal equivalence
 FB3521.of Year/Month/Day.
 FB3521
 FB3521.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3521
 FB3521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3521
 FB3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3521
 FB3521.The ellipsoidal height was determined by GPS observations
 FB3521.and is referenced to NAD 83.
 FB3521
 FB3521.The geoid height was determined by GEOID03.
 FB3521
 FB3521;                    North         East     Units Scale Factor Converg.
 FB3521;SPC NC       -   181,421.266   227,405.359   MT  0.99987315   -2 25 36.2
 FB3521;SPC NC       -   595,212.94    746,079.08   sFT  0.99987315   -2 25 36.2
 FB3521;UTM  17      - 3,909,926.438   299,584.523   MT  1.00009502   -1 16 29.0
 FB3521
 FB3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3521!SPC NC       -   0.99987032  x   0.99987315  =   0.99974349
 FB3521!UTM  17      -   0.99987032  x   1.00009502  =   0.99996533
 FB3521
 FB3521                          SUPERSEDED SURVEY CONTROL
 FB3521
 FB3521  NAD 83(2001)-  35 18 44.93778(N)    083 12 16.29558(W) AD(       ) 1
 FB3521  ELLIP H (03/13/03)  826.304  (m)                       GP(       ) 4 2
 FB3521  NAD 83(1995)-  35 18 44.93789(N)    083 12 16.29535(W) AD(       ) 1
 FB3521  NAD 83(1986)-  35 18 44.94356(N)    083 12 16.29948(W) AD(       ) 1
 FB3521  NAD 83(1986)-  35 18 44.94076(N)    083 12 16.30383(W) AD(       ) 2
 FB3521  NGVD 29 (11/28/97)  854.9    (m)         2805.     (f) GPS OBS     3  
 FB3521
 FB3521.Superseded values are not recommended for survey control.
 FB3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3521.See file dsdata.txt to determine how the superseded data were derived.
 FB3521
 FB3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9958509926(NAD 83)
 FB3521_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3521_STAMPING: BERRY 1981
 FB3521_MARK LOGO: NCGS  
 FB3521_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3521+STABILITY: SURFACE MOTION
 FB3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3521+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1994
 FB3521
 FB3521  HISTORY     - Date     Condition        Report By
 FB3521  HISTORY     - 1981     MONUMENTED       NCGS
 FB3521  HISTORY     - 19940126 GOOD             NCGS
 FB3521
 FB3521                          STATION DESCRIPTION
 FB3521
 FB3521'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3521'STATION IS LOCATED APPROXIMATELY 1.5 MILES WEST OF CULLOWHEE AND 4.4
 FB3521'MILES SOUTH-SOUTHEAST OF SYLVA AT SOUTH END OF THE JACKSON COUNTY
 FB3521'AIRPORT.
 FB3521'
 FB3521'TO REACH STATION FROM THE INTERSECTION OF NC 107 AND SR 1325 (LONG
 FB3521'BRANCH ROAD) AT PEDESTRIAN OVERPASS ACROSS FROM WESTERN CAROLINA
 FB3521'UNIVERSITY ENTRANCE, PROCEED WEST ALONG SR 1325 FOR 1.00 MILES TO
 FB3521'SR 1321 ON RIGHT, THENCE NORTHWEST ALONG SR 1321 FOR 0.65 MILE TO
 FB3521'GRIBBLE GAP AND AIRPORT ROAD ON RIGHT, THENCE NORTH ALONG AIRPORT
 FB3521'ROAD FOR 0.60 MILE TO THE JACKSON COUNTY AIRPORT AND STATION NEAR
 FB3521'SOUTHWEST CORNER OF PARKING AREA AT SOUTH END OF CHAIN LINK FENCE.
 FB3521'
 FB3521'STATION MARK IS A STANDARD DISK STAMPED---BERRY 1981--- SET IN TOP
 FB3521'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH THE GROUND SURFACE.  MARK
 FB3521'IS 32.5 FEET WEST OF THE CENTERLINE OF AIRPORT ROAD, 3.0 FEET EAST OF
 FB3521'CHAIN LINK FENCE, 17.5 FEET NORTH OF SOUTH END OF CHAIN LINK FENCE,
 FB3521'3.5 FEET EAST-SOUTHEAST OF FENCE POST AND 83 FEET SOUTH-SOUTHEAST OF
 FB3521'SOUTHWEST CORNER OF PARKING LOT.
 FB3521
 FB3521                          STATION RECOVERY (1994)
 FB3521
 FB3521'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3521'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3802 ***********************************************************************
 FB3802  DESIGNATION -  BERRY
 FB3802  PID         -  FB3802
 FB3802  STATE/COUNTY-  NC/MITCHELL
 FB3802  USGS QUAD   -  SPRUCE PINE (1994)
 FB3802
 FB3802                         *CURRENT SURVEY CONTROL
 FB3802  ___________________________________________________________________
 FB3802* NAD 83(2001)-  35 55 32.93753(N)    082 02 04.80578(W)     ADJUSTED  
 FB3802* NAVD 88     -       864.0    (meters)    2835.     (feet)  VERTCON   
 FB3802  ___________________________________________________________________
 FB3802  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FB3802  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 FB3802  HORZ ORDER  -  SECOND
 FB3802
 FB3802.The horizontal coordinates were established by classical geodetic methods
 FB3802.and adjusted by the National Geodetic Survey in August 2005.
 FB3802
 FB3802.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3802
 FB3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3802
 FB3802.The geoid height was determined by GEOID03.
 FB3802
 FB3802;                    North         East     Units Scale Factor Converg.
 FB3802;SPC NC       -   245,555.344   335,786.933   MT  0.99994167   -1 45 05.5
 FB3802;SPC NC       -   805,626.16  1,101,660.96   sFT  0.99994167   -1 45 05.5
 FB3802;UTM  17      - 3,976,214.942   406,658.956   MT  0.99970735   -0 36 25.6
 FB3802
 FB3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3802!SPC NC       -   0.99986927  x   0.99994167  =   0.99981095
 FB3802!UTM  17      -   0.99986927  x   0.99970735  =   0.99957666
 FB3802
 FB3802                          SUPERSEDED SURVEY CONTROL
 FB3802
 FB3802  NAD 83(1995)-  35 55 32.93804(N)    082 02 04.80485(W) AD(       ) 2
 FB3802  NAD 83(1986)-  35 55 32.94543(N)    082 02 04.80929(W) AD(       ) 2
 FB3802  NGVD 29 (02/22/93)  864.0    (m)         2835.     (f) VERT ANG    3  
 FB3802
 FB3802.Superseded values are not recommended for survey control.
 FB3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3802.See file dsdata.txt to determine how the superseded data were derived.
 FB3802
 FB3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0665976215(NAD 83)
 FB3802_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3802_SP_SET: CONCRETE POST
 FB3802_STAMPING: BERRY 1981
 FB3802_MARK LOGO: NCGS  
 FB3802_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3802+STABILITY: SURFACE MOTION
 FB3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3802+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 FB3802
 FB3802  HISTORY     - Date     Condition        Report By
 FB3802  HISTORY     - 1981     MONUMENTED       NCGS
 FB3802  HISTORY     - 19940425 GOOD             NCGS
 FB3802
 FB3802                          STATION DESCRIPTION
 FB3802
 FB3802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3802'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) WEST-SOUTHWEST OF THE
 FB3802'AVERY-MITCHELL COUNTY LINE AND 3.2 KM (2.0 MI) EAST-NORTHEAST OF
 FB3802'SPRUCE PINE.
 FB3802'TO REACH THE STATION FROM THE US 19 EAST BRIDGE OVER THE NORTH TOE
 FB3802'RIVER (AT SPRUCE PINE), PROCEED EAST-NORTHEAST ALONG US 19 EAST FOR
 FB3802'3.7 KM (2.3 MI) TO A GRAVEL DRIVE ON THE RIGHT AND THE STATION IN THE
 FB3802'SHOULDER, AND 0.2 KM (0.15 MI) EAST OF SR 1136.
 FB3802'THE STATION IS A STANDARD NCGS DISK STAMPED---BERRY 1981---, SET INTO
 FB3802'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3802'GROUND.  LOCATED 8.3 METERS (27.1 FT) SOUTH OF THE CENTERLINE OF US 19
 FB3802'EAST, 12.2 METERS (40.0 FT) SOUTHWEST OF THE INTERSECTION OF US 19
 FB3802'EAST AND THE GRAVEL DRIVE, 7.1 METERS (23.3 FT) WEST-NORTHWEST OF A
 FB3802'TELEPHONE POLE WITH A REFERENCE TAG, AND 4.4 METERS (14.3 FT) EAST OF
 FB3802'THE CENTER OF A WATER METER COVER.
 FB3802
 FB3802                          STATION RECOVERY (1994)
 FB3802
 FB3802'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3802'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5849 ***********************************************************************
 AH5849  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5849  DESIGNATION -  BERRY
 AH5849  PID         -  AH5849
 AH5849  STATE/COUNTY-  NC/PITT
 AH5849  USGS QUAD   -  FORT BARNWELL (1983)
 AH5849
 AH5849                         *CURRENT SURVEY CONTROL
 AH5849  ___________________________________________________________________
 AH5849* NAD 83(2007)-  35 21 55.95262(N)    077 22 02.66418(W)     ADJUSTED  
 AH5849* NAVD 88     -         8.06   (meters)      26.4    (feet)  GPS OBS   
 AH5849  ___________________________________________________________________
 AH5849  EPOCH DATE  -        2002.00
 AH5849  X           -   1,138,770.419 (meters)                     COMP
 AH5849  Y           -  -5,080,987.417 (meters)                     COMP
 AH5849  Z           -   3,670,996.558 (meters)                     COMP
 AH5849  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AH5849  ELLIP HEIGHT-         -28.327 (meters)          (02/10/07) ADJUSTED
 AH5849  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 AH5849
 AH5849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5849  Type    PID    Designation                      North   East  Ellip
 AH5849  -------------------------------------------------------------------
 AH5849  NETWORK AH5849 BERRY                             1.39   1.08   2.61
 AH5849  -------------------------------------------------------------------
 AH5849
 AH5849.The horizontal coordinates were established by GPS observations
 AH5849.and adjusted by the National Geodetic Survey in February 2007.
 AH5849
 AH5849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5849.The horizontal coordinates are valid at the epoch date displayed above.
 AH5849.The epoch date for horizontal control is a decimal equivalence
 AH5849.of Year/Month/Day.
 AH5849
 AH5849.The orthometric height was determined by GPS observations and a
 AH5849.high-resolution geoid model.
 AH5849.The orthometric height was determined by GPS observations and a
 AH5849.high-resolution geoid model using precise GPS observation and
 AH5849.processing techniques.
 AH5849
 AH5849.Photographs are available for this station.
 AH5849
 AH5849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5849
 AH5849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5849
 AH5849.The ellipsoidal height was determined by GPS observations
 AH5849.and is referenced to NAD 83.
 AH5849
 AH5849.The geoid height was determined by GEOID03.
 AH5849
 AH5849;                    North         East     Units Scale Factor Converg.
 AH5849;SPC NC       -   180,432.144   757,946.550   MT  0.99987456   +0 56 32.2
 AH5849;SPC NC       -   591,967.79  2,486,696.31   sFT  0.99987456   +0 56 32.2
 AH5849;UTM  18      - 3,916,154.300   284,914.970   MT  1.00017014   -1 22 14.7
 AH5849
 AH5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5849!SPC NC       -   1.00000445  x   0.99987456  =   0.99987901
 AH5849!UTM  18      -   1.00000445  x   1.00017014  =   1.00017459
 AH5849
 AH5849                          SUPERSEDED SURVEY CONTROL
 AH5849
 AH5849  NAD 83(1986)-  35 21 55.96416(N)    077 22 02.67295(W) AD(       ) 1
 AH5849  NAD 83(2001)-  35 21 55.95304(N)    077 22 02.66356(W) AD(       ) 1
 AH5849  ELLIP H (02/27/04)  -28.327  (m)                       GP(       ) 4 1
 AH5849  NAD 83(1986)-  35 21 55.96463(N)    077 22 02.67225(W) AD(       ) 2
 AH5849  NGVD 29 (12/09/98)    8.2    (m)           27.     (f) VERT ANG    3  
 AH5849
 AH5849.Superseded values are not recommended for survey control.
 AH5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5849.See file dsdata.txt to determine how the superseded data were derived.
 AH5849
 AH5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8491516154(NAD 83)
 AH5849_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5849_STAMPING: BERRY 1985
 AH5849_MARK LOGO: NCGS  
 AH5849_PROJECTION: FLUSH
 AH5849_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5849+STABILITY: SURFACE MOTION
 AH5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5849+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 AH5849
 AH5849  HISTORY     - Date     Condition        Report By
 AH5849  HISTORY     - 1985     MONUMENTED       NCGS
 AH5849  HISTORY     - 20030327 GOOD             NCGS
 AH5849
 AH5849                          STATION DESCRIPTION
 AH5849
 AH5849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5849'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) EAST OF GRIFTON. ALONG NC
 AH5849'118 FOR 6.52 KM (4.05 MI) EAST FROM THE RAILROAD CROSSING TO SR 1753,
 AH5849'IN NORTHWEST QUADRANT OF THE CROSSROADS. MARK IS LEVEL WITH HIGHWAY
 AH5849'AND 5 INCHES BELOW GROUND.  LOCATED 4.51 M (14.80 FT) NORTH OF
 AH5849'CENTERLINE OF HIGHWAY, 24.90 M (81.69 FT) WEST-NORTHWEST OF THE
 AH5849'CENTERLINE OF THE CROSSROADS, 32.61 M (106.99 FT) EAST-SOUTHEAST OF
 AH5849'THE EAST END OF THE NORTH HEADWALL OF HIGHWAY BOX CULVERT, 33.50 M
 AH5849'(109.91 FT) NORTH OF THE MOST NORTHERLY CORNER OF CONCRETE BRIDGE
 AH5849'RAIL, AND 33.10 M (108.60 FT) WEST-SOUTHWEST OF A TELEPHONE JUNCTION
 AH5849'BOX (1753RP4IN) BESIDE A TELEPHONE POLE WITH A REFERENCE TAG.
 AH5849
 AH5849                          STATION RECOVERY (2003)
 AH5849
 AH5849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 AH5849'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.
 AH5849'MARK IS RECESSED 5-INCHES BELOW THE GROUND AND LOCATED 14.8 FT (4.5 M)
 AH5849'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5031 ***********************************************************************
 AJ5031  DESIGNATION -  BERRY
 AJ5031  PID         -  AJ5031
 AJ5031  STATE/COUNTY-  NC/BRUNSWICK
 AJ5031  USGS QUAD   -  OLD DOCK (1990)
 AJ5031
 AJ5031                         *CURRENT SURVEY CONTROL
 AJ5031  ___________________________________________________________________
 AJ5031* NAD 83(2007)-  34 08 33.06838(N)    078 32 03.15335(W)     ADJUSTED  
 AJ5031* NAVD 88     -        10.7    (meters)      35.     (feet)  GPS OBS   
 AJ5031  ___________________________________________________________________
 AJ5031  EPOCH DATE  -        2002.00
 AJ5031  X           -   1,050,444.262 (meters)                     COMP
 AJ5031  Y           -  -5,178,924.090 (meters)                     COMP
 AJ5031  Z           -   3,559,527.746 (meters)                     COMP
 AJ5031  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 AJ5031  ELLIP HEIGHT-         -24.661 (meters)          (02/10/07) ADJUSTED
 AJ5031  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AJ5031
 AJ5031  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5031  Type    PID    Designation                      North   East  Ellip
 AJ5031  -------------------------------------------------------------------
 AJ5031  NETWORK AJ5031 BERRY                             0.76   0.61   2.65
 AJ5031  -------------------------------------------------------------------
 AJ5031
 AJ5031.The horizontal coordinates were established by GPS observations
 AJ5031.and adjusted by the National Geodetic Survey in February 2007.
 AJ5031
 AJ5031.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5031.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5031.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5031.The epoch date for horizontal control is a decimal equivalence
 AJ5031.of Year/Month/Day.
 AJ5031
 AJ5031.The orthometric height was determined by GPS observations and a
 AJ5031.high-resolution geoid model.
 AJ5031
 AJ5031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5031
 AJ5031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5031
 AJ5031.The ellipsoidal height was determined by GPS observations
 AJ5031.and is referenced to NAD 83.
 AJ5031
 AJ5031.The geoid height was determined by GEOID03.
 AJ5031
 AJ5031;                    North         East     Units Scale Factor Converg.
 AJ5031;SPC NC       -    43,645.284   652,563.546   MT  1.00005830   +0 16 07.8
 AJ5031;SPC NC       -   143,192.90  2,140,952.23   sFT  1.00005830   +0 16 07.8
 AJ5031;UTM  17      - 3,780,705.194   727,355.611   MT  1.00023723   +1 23 04.3
 AJ5031
 AJ5031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5031!SPC NC       -   1.00000387  x   1.00005830  =   1.00006217
 AJ5031!UTM  17      -   1.00000387  x   1.00023723  =   1.00024110
 AJ5031
 AJ5031                          SUPERSEDED SURVEY CONTROL
 AJ5031
 AJ5031  NAD 83(2001)-  34 08 33.06852(N)    078 32 03.15281(W) AD(       ) 1
 AJ5031  ELLIP H (03/13/03)  -24.650  (m)                       GP(       ) 4 2
 AJ5031  NAD 83(1986)-  34 08 33.07730(N)    078 32 03.16107(W) AD(       ) 1
 AJ5031
 AJ5031.Superseded values are not recommended for survey control.
 AJ5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5031.See file dsdata.txt to determine how the superseded data were derived.
 AJ5031
 AJ5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2735680705(NAD 83)
 AJ5031_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5031_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5031_SP_SET: PIPE
 AJ5031_STAMPING: BERRY 2000
 AJ5031_MARK LOGO: NCGS  
 AJ5031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5031+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2000
 AJ5031
 AJ5031  HISTORY     - Date     Condition        Report By
 AJ5031  HISTORY     - 2000     MONUMENTED       NCGS
 AJ5031  HISTORY     - 20000328 GOOD             NCGS
 AJ5031
 AJ5031                          STATION DESCRIPTION
 AJ5031
 AJ5031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000
 AJ5031'STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) NORTHWEST OF SHALLOTTE AND
 AJ5031'3.4 MI (5.5 KM) NORTH OF NEW BRITTON. ALONG SR 1333 (KINGTOWN ROAD)
 AJ5031'FOR 1.0 MI (1.6 KM) SOUTH FROM THE BRIDGE OVER JUNIPER CREEK, (THE
 AJ5031'COLUMBUS/BRUNSWICK COUNTY LINE), TO A FIELD ENTRANCE-WEST AND THE
 AJ5031'STATION IN THE TOP OF A 48-INCH CULVERT. ALSO, 0.5 MI (0.8 KM)
 AJ5031'SOUTHWEST OF SR 1335 (MYRTLE HEAD ROAD). MARK IS ABOUT 2-FEET LOWER
 AJ5031'THAN SR 1333 AND IS FLUSH WITH THE TOP SIDE OF THE PIPE. LOCATED 26.0
 AJ5031'FT (7.9 M) NORTHWEST OF THE CENTERLINE OF SR 1333, 2.6 FT (0.8 M)
 AJ5031'SOUTHEAST OF THE NORTHWESTERN END OF THE 48-INCH PIPE, ABOUT 9-FEET
 AJ5031'EAST-SOUTHEAST OF THE NORTHEASTERN END OF A CORRUGATED METAL PIPE
 AJ5031'UNDER THE FIELD ENTRANCE, AND 67.8 FT (20.7 M) EAST-NORTHEAST OF POWER
 AJ5031'POLE (27267), WITH A TRANSFORMER (1017387) AND GUY WIRE.
 AJ5031
 AJ5031                          STATION RECOVERY (2000)
 AJ5031
 AJ5031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5031'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5114 ***********************************************************************
 EZ5114  DESIGNATION -  BERRY TILE
 EZ5114  PID         -  EZ5114
 EZ5114  STATE/COUNTY-  NC/WAKE
 EZ5114  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5114
 EZ5114                         *CURRENT SURVEY CONTROL
 EZ5114  ___________________________________________________________________
 EZ5114* NAD 83(2001)-  35 47 24.87561(N)    078 40 44.41373(W)     ADJUSTED  
 EZ5114* NAVD 88     -       126.37   (+/-2cm)     414.6    (feet)  VERTCON   
 EZ5114  ___________________________________________________________________
 EZ5114  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 EZ5114  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 EZ5114  HORZ ORDER  -  SECOND
 EZ5114  VERT ORDER  -  THIRD ? (See Below)
 EZ5114
 EZ5114.The horizontal coordinates were established by classical geodetic methods
 EZ5114.and adjusted by the National Geodetic Survey in August 2005.
 EZ5114
 EZ5114.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5114.The vertical order pertains to the NGVD 29 superseded value.
 EZ5114
 EZ5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5114
 EZ5114.The geoid height was determined by GEOID03.
 EZ5114
 EZ5114;                    North         East     Units Scale Factor Converg.
 EZ5114;SPC NC       -   226,375.119   638,617.400   MT  0.99991665   +0 11 07.0
 EZ5114;SPC NC       -   742,699.04  2,095,197.25   sFT  0.99991665   +0 11 07.0
 EZ5114;UTM  17      - 3,963,169.180   709,756.701   MT  1.00014219   +1 21 28.3
 EZ5114
 EZ5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5114!SPC NC       -   0.99998530  x   0.99991665  =   0.99990195
 EZ5114!UTM  17      -   0.99998530  x   1.00014219  =   1.00012749
 EZ5114
 EZ5114:                Primary Azimuth Mark                     Grid Az
 EZ5114:SPC NC       -  DAN ALLEN                                107 33 29.8
 EZ5114:UTM  17      -  DAN ALLEN                                106 23 08.5
 EZ5114
 EZ5114|---------------------------------------------------------------------|
 EZ5114| PID    Reference Object                     Distance      Geod. Az  |
 EZ5114|                                                           dddmmss.s |
 EZ5114| EZ5120 DAN ALLEN                           443.258 METERS 1074436.8 |
 EZ5114| EZ5130 LINEN                               246.205 METERS 30738     |
 EZ5114|---------------------------------------------------------------------|
 EZ5114
 EZ5114                          SUPERSEDED SURVEY CONTROL
 EZ5114
 EZ5114  NAD 83(1986)-  35 47 24.87902(N)    078 40 44.42458(W) AD(       ) 2
 EZ5114  NAD 27      -  35 47 24.33772(N)    078 40 45.41035(W) AD(       ) 2
 EZ5114  NGVD 29 (07/19/86)  126.64   (m)          415.5    (f) LEVELING    3  
 EZ5114
 EZ5114.Superseded values are not recommended for survey control.
 EZ5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5114.See file dsdata.txt to determine how the superseded data were derived.
 EZ5114
 EZ5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975763169(NAD 83)
 EZ5114_MARKER: DE = TRAVERSE STATION DISK
 EZ5114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5114_STAMPING: BERRY TILE 1967
 EZ5114_MARK LOGO: NCGS  
 EZ5114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5114+STABILITY: SURFACE MOTION
 EZ5114
 EZ5114  HISTORY     - Date     Condition        Report By
 EZ5114  HISTORY     - 1967     MONUMENTED       NCGS
 EZ5114  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 EZ5114
 EZ5114                          STATION DESCRIPTION
 EZ5114
 EZ5114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ5114'BERRY TILE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5114'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5114'
 EZ5114'BERRY TILE IS LOCATED APPROXIMATELY 2.4 MILES WEST OF CAPITOL
 EZ5114'SQUARE.  TO REACH STATION PROCEED FROM CAPITOL SQUARE WEST ON
 EZ5114'HILLSBOROUGH ST. FOR 2.4 MILES TO STATION ON SOUTH SIDE OF
 EZ5114'STREET IN THE SOUTHEAST QUADRANT OF ROSEMARY AND HILLSBOROUGH
 EZ5114'ST.  THE STATION IS APPROXIMATELY 100 FT NORTHEAST OF A MINUTE
 EZ5114'MARKET.  APPROXIMATELY 100 FT SOUTHWEST OF THE BERRY TILE CO,
 EZ5114'AT THE JUNCTION OF THE SIDEWALKS.
 EZ5114'
 EZ5114'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5114'BERRY TILE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5114'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5114'
 EZ5114'MARK IS
 EZ5114'
 EZ5114'59.5 FT WNW OF PP WITH ALUMINUM REF. TAG
 EZ5114'
 EZ5114'20.2 FT NE OF TP WITH ALUMINUM REF. TAG
 EZ5114'
 EZ5114'41.6 FT SE OF PP WITH ALUMINUM REF. TAG
 EZ5114'
 EZ5114'40.0 FT SW OF C/L OF HILLSBOROUGH ST.
 EZ5114'
 EZ5114'15.0 FT SE OF C/L OF ROSEMARY ST.
 EZ5114'
 EZ5114'9.0 FT NE OF CENTER OF DRAIN
 EZ5114
 EZ5114                          STATION RECOVERY (2005)
 EZ5114
 EZ5114'RECOVERY NOTE BY US POWER SQUADRON 2005 (TT)
 EZ5114'MARKET APPEARS TO BE UNDER THE ASPHALT AT THE CORNER OF HILLSBOROUGH
 EZ5114'STREET AND ROSEMAY ST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1985 ***********************************************************************
 EB1985  DESIGNATION -  BERTHA
 EB1985  PID         -  EB1985
 EB1985  STATE/COUNTY-  NC/PENDER
 EB1985  USGS QUAD   -  COSTIN (1984)
 EB1985
 EB1985                         *CURRENT SURVEY CONTROL
 EB1985  ___________________________________________________________________
 EB1985* NAD 83(2001)-  34 32 44.35570(N)    078 01 49.27833(W)     ADJUSTED  
 EB1985* NAVD 88     -        11.1    (meters)      36.     (feet)  VERTCON   
 EB1985  ___________________________________________________________________
 EB1985  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EB1985  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 EB1985  HORZ ORDER  -  SECOND
 EB1985
 EB1985.The horizontal coordinates were established by classical geodetic methods
 EB1985.and adjusted by the National Geodetic Survey in August 2005.
 EB1985
 EB1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1985
 EB1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1985
 EB1985.The geoid height was determined by GEOID03.
 EB1985
 EB1985;                    North         East     Units Scale Factor Converg.
 EB1985;SPC NC       -    88,698.354   698,598.769   MT  0.99994796   +0 33 34.7
 EB1985;SPC NC       -   291,004.52  2,291,986.13   sFT  0.99994796   +0 33 34.7
 EB1985;UTM  17      - 3,826,666.659   772,518.225   MT  1.00051550   +1 41 06.0
 EB1985;UTM  18      - 3,826,832.284   221,908.677   MT  1.00055333   -1 43 10.2
 EB1985
 EB1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1985!SPC NC       -   1.00000392  x   0.99994796  =   0.99995188
 EB1985!UTM  17      -   1.00000392  x   1.00051550  =   1.00051942
 EB1985!UTM  18      -   1.00000392  x   1.00055333  =   1.00055725
 EB1985
 EB1985:                Primary Azimuth Mark                     Grid Az
 EB1985:SPC NC       -  WESTVIEW                                 097 22 05.7
 EB1985:UTM  17      -  WESTVIEW                                 096 14 34.4
 EB1985:UTM  18      -  WESTVIEW                                 099 38 50.6
 EB1985
 EB1985|---------------------------------------------------------------------|
 EB1985| PID    Reference Object                     Distance      Geod. Az  |
 EB1985|                                                           dddmmss.s |
 EB1985| EB1984 WESTVIEW                            APPROX. 1.1 KM 0975540.4 |
 EB1985|---------------------------------------------------------------------|
 EB1985
 EB1985                          SUPERSEDED SURVEY CONTROL
 EB1985
 EB1985  NAD 83(1986)-  34 32 44.36100(N)    078 01 49.29819(W) AD(       ) 2
 EB1985  NAD 27      -  34 32 43.76211(N)    078 01 50.32439(W) AD(       ) 2
 EB1985  NGVD 29 (07/19/86)   11.4    (m)           37.     (f) VERT ANG    3  
 EB1985
 EB1985.Superseded values are not recommended for survey control.
 EB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1985.See file dsdata.txt to determine how the superseded data were derived.
 EB1985
 EB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU7251826667(NAD 83)
 EB1985_MARKER: DE = TRAVERSE STATION DISK
 EB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1985_STAMPING: BERTHA 1973
 EB1985_MARK LOGO: NCGS  
 EB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1985+STABILITY: SURFACE MOTION
 EB1985
 EB1985  HISTORY     - Date     Condition        Report By
 EB1985  HISTORY     - 1973     MONUMENTED       NCGS
 EB1985
 EB1985                          STATION DESCRIPTION
 EB1985
 EB1985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1985'BERTHA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB1985'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EB1985'
 EB1985'BERTHA IS LOCATED APPROXIMATELY 06.1 MILES WEST OF BURGAW, AND 08.0
 EB1985'MILES EAST OF ATKINSON.  TO REACH THE STATION FROM THE INTERSECTION
 EB1985'OF NC 53 WITH US 421 AT WARDS CORNER.  PROCEED EAST ALONG NC 53 FOR
 EB1985'2.5 MILES TO SR 1338 (NORTH) AND STATION IN THE NW QUARDRANT OF
 EB1985'INTERSECTION.
 EB1985'
 EB1985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BERTHA
 EB1985'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB1985'FLUSH WITH THE SURFACE OF THE GROUND.
 EB1985'
 EB1985'MARK IS
 EB1985'
 EB1985'30.6 FEET N OF C/L OF NC 53.
 EB1985'34.5 FEET W OF C/L OF SR 1338.
 EB1985'66.8 FEET W OF 20 INCH PINE W/ALUMINUM REF. TAG.
 EB1985'29.2 FEET SW OF 6 INCH GUM W/ALUMINUM REF. TAG.
 EB1985'2.7 FEET NE OF R/W MARKER (TOP BROKEN).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3794 ***********************************************************************
 EZ3794  DESIGNATION -  BERTY
 EZ3794  PID         -  EZ3794
 EZ3794  STATE/COUNTY-  NC/RANDOLPH
 EZ3794  USGS QUAD   -  LIBERTY (1974)
 EZ3794
 EZ3794                         *CURRENT SURVEY CONTROL
 EZ3794  ___________________________________________________________________
 EZ3794* NAD 83(2001)-  35 48 24.97026(N)    079 37 21.89048(W)     ADJUSTED  
 EZ3794* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 EZ3794  ___________________________________________________________________
 EZ3794  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EZ3794  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EZ3794  HORZ ORDER  -  SECOND
 EZ3794
 EZ3794.The horizontal coordinates were established by classical geodetic methods
 EZ3794.and adjusted by the National Geodetic Survey in August 2005.
 EZ3794
 EZ3794.The orthometric height was scaled from a topographic map.
 EZ3794
 EZ3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3794
 EZ3794.The geoid height was determined by GEOID03.
 EZ3794
 EZ3794;                    North         East     Units Scale Factor Converg.
 EZ3794;SPC NC       -   228,356.759   553,320.387   MT  0.99991943   -0 21 34.0
 EZ3794;SPC NC       -   749,200.47  1,815,351.97   sFT  0.99991943   -0 21 34.0
 EZ3794;UTM  17      - 3,963,410.277   624,434.165   MT  0.99979080   +0 48 21.1
 EZ3794
 EZ3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3794!SPC NC       -   0.99996885  x   0.99991943  =   0.99988828
 EZ3794!UTM  17      -   0.99996885  x   0.99979080  =   0.99975966
 EZ3794
 EZ3794|---------------------------------------------------------------------|
 EZ3794| PID    Reference Object                     Distance      Geod. Az  |
 EZ3794|                                                           dddmmss.s |
 EZ3794| EZ5861 BERTY RM 1                           20.290 METERS 01026     |
 EZ3794| EZ3791 KIMES                               APPROX.12.6 KM 0413227.5 |
 EZ3794| EZ3866 RAMSEUR SOUTH MUNICIPAL TANK        APPROX. 8.6 KM 1940816.2 |
 EZ3794| EZ3865 RAMSEUR MC CRARY HOSIERY CO TK      APPROX. 7.8 KM 1984223.9 |
 EZ3794| EZ3867 RAMSEUR WEST MUNICIPAL TANK         APPROX. 8.5 KM 2024056.5 |
 EZ3794| EZ5862 BERTY RM 2                           22.600 METERS 27721     |
 EZ3794|---------------------------------------------------------------------|
 EZ3794
 EZ3794                          SUPERSEDED SURVEY CONTROL
 EZ3794
 EZ3794  NAD 83(1986)-  35 48 24.97511(N)    079 37 21.89825(W) AD(       ) 2
 EZ3794  NAD 27      -  35 48 24.47500(N)    079 37 22.80880(W) AD(       ) 2
 EZ3794
 EZ3794.Superseded values are not recommended for survey control.
 EZ3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3794.See file dsdata.txt to determine how the superseded data were derived.
 EZ3794
 EZ3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2443463410(NAD 83)
 EZ3794_MARKER: DS = TRIANGULATION STATION DISK
 EZ3794_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EZ3794_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EZ3794
 EZ3794  HISTORY     - Date     Condition        Report By
 EZ3794  HISTORY     - 1962     MONUMENTED       CGS
 EZ3794
 EZ3794                          STATION DESCRIPTION
 EZ3794
 EZ3794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3794'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH NORTHEAST OF
 EZ3794'RAMSEUR AND ABOUT 4-1/2 MILES SOUTHWEST OF LIBERTY ON A LOW
 EZ3794'AND WOODED HILL.  STATION IS 30 FEET SOUTHEAST OF A 24 INCH
 EZ3794'OAK TREE WITH A TRIANGLE BLAZE AND 2 FEET NORTHWEST OF A
 EZ3794'STEEL WITNESS POST WITH METAL SIGN.  THE MARK IS A STANDARD
 EZ3794'DISK CEMENTED IN THE TOP OF A 4 INCH ORANGEBURG PIPE WHICH
 EZ3794'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BERTY 1962.
 EZ3794'
 EZ3794'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND
 EZ3794'STATE HIGHWAY 49 IN LIBERTY, GO SOUTHWESTERLY, ON STATE
 EZ3794'HIGHWAY 49 FOR 2.7 MILES TO AN ANGLING CROSSROADS.  CONTINUE FOR
 EZ3794'0.1 MILE TO ANOTHER CROSSROADS.  TURN RIGHT AND GO 2.6 MILES TO
 EZ3794'A SIDE ROAD LEFT.  TURN LEFT AND GO 0.3 MILE ON A DIRT ROAD
 EZ3794'TO A FENCE CORNER ON THE LEFT AND THE REMAINS OF OLD FARM
 EZ3794'BUILDINGS.  THIS IS THE END OF TRUCK TRAVEL FOR ALL BUT A FOUR
 EZ3794'WHEEL DRIVE VEHICLE EXCEPT IN ESPECIALLY DRY WEATHER.
 EZ3794'CONTINUE STRAIGHT AHEAD ON FIELD ROAD, PASSING SMALL
 EZ3794'OUTBUILDINGS, FOR 0.3 MILE TO POINT WHERE ROAD ENTERS WOODS.
 EZ3794'TURN RIGHT AND GO ALONG EDGE OF CULTIVATED FIELD FOR 0.15
 EZ3794'MILE TO A WOODS ROAD AND A MAPLE TREE WITH A TRIANGLE
 EZ3794'BLAZE.  FOLLOW WOODS ROAD FOR 0.2 MILE TO A TRIANGLE BLAZED
 EZ3794'OAK TREE.  TURN RIGHT OFF ROAD AND FOLLOW CLEARED ROAD FOR 0.2
 EZ3794'MILE TO THE HIGHEST POINT NEAR LARGE ROCK OUTCROPPINGS
 EZ3794'AND STATION AS DESCRIBED.
 EZ3794'
 EZ3794'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED FLUSH IN A
 EZ3794'DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT 2-1/2 FEET
 EZ3794'AND THE DISK IS STAMPED BERTY NO 1 1962.
 EZ3794'
 EZ3794'REFERENCE MARK NO. 2 IS 49 FEET WEST OF 24 INCH OAK TREE
 EZ3794'WITH TRIANGLE BLAZE.  THE MARK IS A STANDARD DISK CEMENTED
 EZ3794'FLUSH IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS ABOUT
 EZ3794'1-1/2 FEET AND THE DISK IS STAMPED BERTY NO 2 1962.
 EZ3794'
 EZ3794'THERE IS NO PLACE AVAILABLE FOR A V.G. AZIMUTH MARK.
 EZ3794'
 EZ3794'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4102 ***********************************************************************
 AH4102  DESIGNATION -  BERTY
 AH4102  PID         -  AH4102
 AH4102  STATE/COUNTY-  NC/SURRY
 AH4102  USGS QUAD   -  COPELAND (1994)
 AH4102
 AH4102                         *CURRENT SURVEY CONTROL
 AH4102  ___________________________________________________________________
 AH4102* NAD 83(2001)-  36 19 41.70924(N)    080 43 01.54516(W)     ADJUSTED  
 AH4102* NAVD 88     -       341.7    (meters)    1121.     (feet)  VERTCON   
 AH4102  ___________________________________________________________________
 AH4102  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AH4102  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4102  HORZ ORDER  -  SECOND
 AH4102
 AH4102.The horizontal coordinates were established by classical geodetic methods
 AH4102.and adjusted by the National Geodetic Survey in August 2005.
 AH4102
 AH4102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4102
 AH4102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4102
 AH4102.The geoid height was determined by GEOID03.
 AH4102
 AH4102;                    North         East     Units Scale Factor Converg.
 AH4102;SPC NC       -   287,357.750   455,425.780   MT  1.00004911   -0 59 27.8
 AH4102;SPC NC       -   942,772.88  1,494,176.08   sFT  1.00004911   -0 59 27.8
 AH4102;UTM  17      - 4,020,394.597   525,391.423   MT  0.99960794   +0 10 03.3
 AH4102
 AH4102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4102!SPC NC       -   0.99995163  x   1.00004911  =   1.00000074
 AH4102!UTM  17      -   0.99995163  x   0.99960794  =   0.99955959
 AH4102
 AH4102                          SUPERSEDED SURVEY CONTROL
 AH4102
 AH4102  NAD 83(1986)-  36 19 41.71707(N)    080 43 01.55151(W) AD(       ) 2
 AH4102  NGVD 29 (12/22/97)  341.8    (m)         1121.     (f) VERT ANG    3  
 AH4102
 AH4102.Superseded values are not recommended for survey control.
 AH4102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4102.See file dsdata.txt to determine how the superseded data were derived.
 AH4102
 AH4102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2539120395(NAD 83)
 AH4102_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4102_STAMPING: BERTY 1986
 AH4102_MARK LOGO: NCGS  
 AH4102_PROJECTION: FLUSH
 AH4102_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4102+STABILITY: SURFACE MOTION
 AH4102
 AH4102  HISTORY     - Date     Condition        Report By
 AH4102  HISTORY     - 1986     MONUMENTED       NCGS
 AH4102
 AH4102                          STATION DESCRIPTION
 AH4102
 AH4102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4102'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) SOUTH OF DOBSON, IN FAIRVIEW
 AH4102'COMMUNITY. ALONG NC 268 FOR 0.3 KM (0.20 MI) EAST FROM US 601, IN
 AH4102'SOUTH SHOULDER, DIRECTLY IN FRONT OF--ALBERTYS--STONE RESIDENCE. MARK
 AH4102'IS RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 5.6
 AH4102'M (18.4 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 18.3 M (60.0 FT)
 AH4102'EAST-SOUTHEAST OF THE CENTERLINE OF INTERSECTION WITH SR 2247, 47.4 M
 AH4102'(155.5 FT) EAST OF THE NORTHEAST CORNER FENCE POST (METAL) AT ALBERTY
 AH4102'CEMETERY, 20.0 M (65.6 FT) NORTH-NORTHWEST OF THE NORTHEAST STONE
 AH4102'PORCH COLUMN, AND 28.8 M (94.5 FT) WEST-NORTHWEST OF A TELEPHONE
 AH4102'PEDESTAL BESIDE POWER POLE WITH TRANSFORMER AND A REFERENCE TAG AND IN
 AH4102'SOUTHWEST QUADRANT OF INTERSECTION WITH SR 2226.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2331 ***********************************************************************
 AI2331  DESIGNATION -  BESCHER
 AI2331  PID         -  AI2331
 AI2331  STATE/COUNTY-  NC/GUILFORD
 AI2331  USGS QUAD   -  SANDY LEVEL (1982)
 AI2331
 AI2331                         *CURRENT SURVEY CONTROL
 AI2331  ___________________________________________________________________
 AI2331* NAD 83(2001)-  36 00 00.32052(N)    079 34 46.04299(W)     ADJUSTED  
 AI2331* NAVD 88     -       210.3    (meters)     690.     (feet)  VERT ANG  
 AI2331  ___________________________________________________________________
 AI2331  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AI2331  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AI2331  HORZ ORDER  -  SECOND
 AI2331
 AI2331.The horizontal coordinates were established by classical geodetic methods
 AI2331.and adjusted by the National Geodetic Survey in August 2005.
 AI2331
 AI2331.The orthometric height was determined by vertical angle observations.
 AI2331
 AI2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2331
 AI2331.The geoid height was determined by GEOID03.
 AI2331
 AI2331;                    North         East     Units Scale Factor Converg.
 AI2331;SPC NC       -   249,763.069   557,357.857   MT  0.99995777   -0 20 04.0
 AI2331;SPC NC       -   819,431.00  1,828,598.24   sFT  0.99995777   -0 20 04.0
 AI2331;UTM  17      - 3,984,891.366   628,034.165   MT  0.99980199   +0 50 06.3
 AI2331
 AI2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2331!SPC NC       -   0.99997175  x   0.99995777  =   0.99992952
 AI2331!UTM  17      -   0.99997175  x   0.99980199  =   0.99977374
 AI2331
 AI2331                          SUPERSEDED SURVEY CONTROL
 AI2331
 AI2331  NAD 83(1986)-  36 00 00.32439(N)    079 34 46.04832(W) AD(       ) 2
 AI2331
 AI2331.Superseded values are not recommended for survey control.
 AI2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2331.See file dsdata.txt to determine how the superseded data were derived.
 AI2331
 AI2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2803484891(NAD 83)
 AI2331_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2331_STAMPING: BESCHER 1991
 AI2331_MARK LOGO: NCGS  
 AI2331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2331+STABILITY: SURFACE MOTION
 AI2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2331+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2331
 AI2331  HISTORY     - Date     Condition        Report By
 AI2331  HISTORY     - 1991     MONUMENTED       NCGS
 AI2331
 AI2331                          STATION DESCRIPTION
 AI2331
 AI2331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2331'STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) EAST-SOUTHEAST OF
 AI2331'GREENSBORO, AND 3.9 MI (6.3 KM) NORTHWEST OF KIMESVILLE. PROCEED ALONG
 AI2331'NC 61 FOR 1.4 MI (2.3 KM) NORTH FROM NC 62, THENCE WEST FOR 0.9 MI
 AI2331'(1.4 KM) ALONG SR 3111 (HOLTS STORE RD), IN YARD
 AI2331'OF--BESCHER--RESIDENCE, ACROSS ROAD FROM A GOLF COURSE. MARK IS LEVEL
 AI2331'WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 29.3 FT (8.9 M)
 AI2331'NORTHWEST OF THE CENTERLINE OF ROAD, 18.0 FT (5.5 M) SOUTHWEST OF THE
 AI2331'CENTERLINE OF GRAVEL DRIVE, 14.5 FT (4.4 M) WEST OF THE WEST END OF
 AI2331'DRIVE CULVERT, 82.0 FT (25.0 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AI2331'FRAME BUILDING (GOLF REPAIR SHOP), AND 10.0 FT (3.0 M) SOUTHWEST OF
 AI2331'TELEPHONE PEDESTAL BESIDE POWER POLE WITH TRANSFORMER AND REFERENCE
 AI2331'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3112 ***********************************************************************
 FA3112  DESIGNATION -  BESS
 FA3112  PID         -  FA3112
 FA3112  STATE/COUNTY-  NC/GASTON
 FA3112  USGS QUAD   -  GASTONIA NORTH (1993)
 FA3112
 FA3112                         *CURRENT SURVEY CONTROL
 FA3112  ___________________________________________________________________
 FA3112* NAD 83(2007)-  35 16 36.91942(N)    081 13 48.80809(W)     ADJUSTED  
 FA3112* NAVD 88     -       255.8    (meters)     839.     (feet)  GPS OBS   
 FA3112  ___________________________________________________________________
 FA3112  EPOCH DATE  -        2002.00
 FA3112  X           -     794,786.424 (meters)                     COMP
 FA3112  Y           -  -5,151,982.864 (meters)                     COMP
 FA3112  Z           -   3,663,120.265 (meters)                     COMP
 FA3112  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 FA3112  ELLIP HEIGHT-         224.339 (meters)          (09/18/08) ADJUSTED
 FA3112  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FA3112  HORZ ORDER  -  FIRST
 FA3112  ELLP ORDER  -  FOURTH    CLASS I
 FA3112
 FA3112.The horizontal coordinates were established by GPS observations
 FA3112.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 FA3112
 FA3112.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3112.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3112.The horizontal coordinates are valid at the epoch date displayed above.
 FA3112.The epoch date for horizontal control is a decimal equivalence
 FA3112.of Year/Month/Day.
 FA3112
 FA3112.The orthometric height was determined by GPS observations and a
 FA3112.high-resolution geoid model.
 FA3112
 FA3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3112
 FA3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3112
 FA3112.The ellipsoidal height was determined by GPS observations
 FA3112.and is referenced to NAD 83.
 FA3112
 FA3112.The geoid height was determined by GEOID03.
 FA3112
 FA3112;                    North         East     Units Scale Factor Converg.
 FA3112;SPC NC       -   171,660.273   406,739.296   MT  0.99987269   -1 17 14.0
 FA3112;SPC NC       -   563,188.75  1,334,443.84   sFT  0.99987269   -1 17 14.0
 FA3112;UTM  17      - 3,903,777.665   479,062.640   MT  0.99960540   -0 07 58.7
 FA3112
 FA3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3112!SPC NC       -   0.99996479  x   0.99987269  =   0.99983748
 FA3112!UTM  17      -   0.99996479  x   0.99960540  =   0.99957020
 FA3112
 FA3112:                Primary Azimuth Mark                     Grid Az
 FA3112:SPC NC       -  EDGE                                     245 13 11.3
 FA3112:UTM  17      -  EDGE                                     244 03 56.0
 FA3112
 FA3112|---------------------------------------------------------------------|
 FA3112| PID    Reference Object                     Distance      Geod. Az  |
 FA3112|                                                           dddmmss.s |
 FA3112| FA3121 EDGE                                APPROX. 1.2 KM 2435557.3 |
 FA3112|---------------------------------------------------------------------|
 FA3112
 FA3112                          SUPERSEDED SURVEY CONTROL
 FA3112
 FA3112  NAD 83(1986)-  35 16 36.93623(N)    081 13 48.80934(W) AD(       ) 1
 FA3112  NAD 83(2001)-  35 16 36.91940(N)    081 13 48.80816(W) AD(       ) 1
 FA3112  ELLIP H (05/31/07)  224.342  (m)                       GP(       ) 4 1
 FA3112  NAD 83(2001)-  35 16 36.91752(N)    081 13 48.80886(W) AD(       ) 2
 FA3112  NAD 83(1986)-  35 16 36.93450(N)    081 13 48.81175(W) AD(       ) 2
 FA3112  NAD 27      -  35 16 36.44082(N)    081 13 49.52447(W) AD(       ) 2
 FA3112  NGVD 29 (07/19/86)  255.87   (m)          839.5    (f) LEVELING    3  
 FA3112
 FA3112.Superseded values are not recommended for survey control.
 FA3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3112.See file dsdata.txt to determine how the superseded data were derived.
 FA3112
 FA3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7906303778(NAD 83)
 FA3112_MARKER: DE = TRAVERSE STATION DISK
 FA3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3112_SP_SET: CONCRETE POST
 FA3112_STAMPING: BESS 1964
 FA3112_MARK LOGO: NCGS  
 FA3112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3112+STABILITY: SURFACE MOTION
 FA3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3112+SATELLITE: SATELLITE OBSERVATIONS - 1999
 FA3112
 FA3112  HISTORY     - Date     Condition        Report By
 FA3112  HISTORY     - 1964     MONUMENTED       NCGS
 FA3112  HISTORY     - 1964     GOOD             NCGS
 FA3112  HISTORY     - 19850611 GOOD             NCGS
 FA3112  HISTORY     - 1999     GOOD             NCGS
 FA3112  HISTORY     - 19991222 GOOD             USPSQD
 FA3112
 FA3112                          STATION DESCRIPTION
 FA3112
 FA3112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3112'BESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3112'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3112'
 FA3112'BESS IS 2.8 MILES NW OF GASTONIA, LOCATED 1.1 MILES SE
 FA3112'ALONG NC 274 FROM NC 275 OR FROM THE TOWN OF WEST
 FA3112'GASTONIA.  2.5 MILES W ALONG I 85 FROM BRIDGE OVER U.S.
 FA3112'321.  APPROXIMATELY 100 FT NW OF I 85.  APPROXIMATELY 175 FT
 FA3112'SW OF SOUTHERN RAILROAD TRACKS AND ON E SIDE OF NC 274 AT NE
 FA3112'CORNER OF BRIDGE OVER I 85.
 FA3112'
 FA3112'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3112'BESS 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3112'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3112'
 FA3112'MARK IS
 FA3112'
 FA3112'18.7 FT E OF C/L OF NC 274
 FA3112'
 FA3112'6.0 FT N OF ALUMINUM REFERENCE TAG IN PP
 FA3112'
 FA3112'47.5 FT NW OF ALUMINUM REFERENCE TAG IN TP
 FA3112'
 FA3112'32.8 FT NW OF PUBLIC GAS PIPE
 FA3112'
 FA3112'19.5 FT N OF NE BRIDGE RAIL
 FA3112'
 FA3112'72.3 FT S OF ALUMINUM REFERENCE TAG IN TP
 FA3112'
 FA3112'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3112
 FA3112                          STATION RECOVERY (1964)
 FA3112
 FA3112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1964
 FA3112'RECOVERED IN GOOD CONDITION.
 FA3112
 FA3112                          STATION RECOVERY (1985)
 FA3112
 FA3112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA3112'RECOVERED AT THIS DATE.  MARK IS IN GOOD CONDITION.  BOTH TELEPHONE
 FA3112'POLES HAVE BEEN REMOVED.  LOCATED 0.6 M (2.0 FT) NORTH OF A POWER
 FA3112'POLE WITH A REFERENCE TAG.
 FA3112
 FA3112                          STATION RECOVERY (1999)
 FA3112
 FA3112'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (GT)
 FA3112'RECOVERED AS DESCRIBED.
 FA3112
 FA3112                          STATION RECOVERY (1999)
 FA3112
 FA3112'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3305 ***********************************************************************
 FB3305  DESIGNATION -  BESS
 FB3305  PID         -  FB3305
 FB3305  STATE/COUNTY-  NC/HAYWOOD
 FB3305  USGS QUAD   -  FINES CREEK (1976)
 FB3305
 FB3305                         *CURRENT SURVEY CONTROL
 FB3305  ___________________________________________________________________
 FB3305* NAD 83(2001)-  35 39 52.33477(N)    082 56 26.62573(W)     ADJUSTED  
 FB3305* NAVD 88     -       889.1    (meters)    2917.     (feet)  VERTCON   
 FB3305  ___________________________________________________________________
 FB3305  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 FB3305  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 FB3305  HORZ ORDER  -  SECOND
 FB3305
 FB3305.The horizontal coordinates were established by classical geodetic methods
 FB3305.and adjusted by the National Geodetic Survey in August 2005.
 FB3305
 FB3305.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3305
 FB3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3305
 FB3305.The geoid height was determined by GEOID03.
 FB3305
 FB3305;                    North         East     Units Scale Factor Converg.
 FB3305;SPC NC       -   219,462.433   252,921.763   MT  0.99989847   -2 16 28.1
 FB3305;SPC NC       -   720,019.67    829,794.15   sFT  0.99989847   -2 16 28.1
 FB3305;UTM  17      - 3,948,476.733   324,338.050   MT  0.99998026   -1 07 54.5
 FB3305
 FB3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3305!SPC NC       -   0.99986505  x   0.99989847  =   0.99976353
 FB3305!UTM  17      -   0.99986505  x   0.99998026  =   0.99984531
 FB3305
 FB3305|---------------------------------------------------------------------|
 FB3305| PID    Reference Object                     Distance      Geod. Az  |
 FB3305|                                                           dddmmss.s |
 FB3305| FB3306 GARDEN                              373.537 METERS 34619     |
 FB3305|---------------------------------------------------------------------|
 FB3305
 FB3305                          SUPERSEDED SURVEY CONTROL
 FB3305
 FB3305  NAD 83(1995)-  35 39 52.33488(N)    082 56 26.62614(W) AD(       ) 2
 FB3305  NAD 83(1986)-  35 39 52.34159(N)    082 56 26.63062(W) AD(       ) 2
 FB3305  NAD 27      -  35 39 51.97237(N)    082 56 27.12693(W) AD(       ) 2
 FB3305  NGVD 29 (07/19/86)  889.2    (m)         2917.     (f) VERT ANG    3  
 FB3305
 FB3305.Superseded values are not recommended for survey control.
 FB3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3305.See file dsdata.txt to determine how the superseded data were derived.
 FB3305
 FB3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2433848477(NAD 83)
 FB3305_MARKER: DE = TRAVERSE STATION DISK
 FB3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3305_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3305+STABILITY: SURFACE MOTION
 FB3305
 FB3305  HISTORY     - Date     Condition        Report By
 FB3305  HISTORY     - 1977     MONUMENTED       NCGS
 FB3305
 FB3305                          STATION DESCRIPTION
 FB3305
 FB3305'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3305'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF FINES CREEK
 FB3305'AND 12.1 MILES NORTH OF WAYNESVILLE.
 FB3305'
 FB3305'TO REACH THE STATION FROM THE NC 209 OVERPASS OF I-40 --(EXIT 24)--
 FB3305'NORTHWEST OF CLYDE, PROCEED NORTH ALONG NC 209 FOR 7.9 MILES TO
 FB3305'STATION ON RIGHT IN SHOULDER, 0.80 MILE SOUTH OF INTERSECTION WITH
 FB3305'SR 1334.
 FB3305'
 FB3305'STATION MARK IS A STANDARD DISK STAMPED---BESS 1977---, SET IN THE
 FB3305'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 FB3305'SURFACE.  THE MARK IS 12.5 FEET EAST OF THE CENTERLINE OF NC 209, 88.3
 FB3305'FEET NORTH OF TELEPHONE POLE WITH PEDESTAL AND REFERENCE TAG, 5.6 FEET
 FB3305'WEST OF FENCE LINE, 7.2 FEET NORTHWEST OF FENCE POST WITH REFERENCE
 FB3305'TAG AND 52.3 FEET SOUTH OF FENCE POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1238 ***********************************************************************
 FY1238  DESIGNATION -  BESSEMER
 FY1238  PID         -  FY1238
 FY1238  STATE/COUNTY-  NC/GUILFORD
 FY1238  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1238
 FY1238                         *CURRENT SURVEY CONTROL
 FY1238  ___________________________________________________________________
 FY1238* NAD 83(2001)-  36 05 03.48376(N)    079 44 32.89811(W)     ADJUSTED  
 FY1238* NAVD 88     -       248.448  (meters)     815.12   (feet)  ADJUSTED  
 FY1238  ___________________________________________________________________
 FY1238  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 FY1238  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FY1238  DYNAMIC HT  -         248.244 (meters)     814.45  (feet)  COMP
 FY1238  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 FY1238
 FY1238  HORZ ORDER  -  SECOND
 FY1238  VERT ORDER  -  FIRST     CLASS I
 FY1238
 FY1238.The horizontal coordinates were established by classical geodetic methods
 FY1238.and adjusted by the National Geodetic Survey in August 2005.
 FY1238
 FY1238.The orthometric height was determined by differential leveling
 FY1238.and adjusted in June 1991.
 FY1238
 FY1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1238
 FY1238.The geoid height was determined by GEOID03.
 FY1238
 FY1238.The dynamic height is computed by dividing the NAVD 88
 FY1238.geopotential number by the normal gravity value computed on the
 FY1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1238.degrees latitude (g = 980.6199 gals.).
 FY1238
 FY1238.The modeled gravity was interpolated from observed gravity values.
 FY1238
 FY1238;                    North         East     Units Scale Factor Converg.
 FY1238;SPC NC       -   259,204.511   542,730.645   MT  0.99997805   -0 25 42.7
 FY1238;SPC NC       -   850,406.80  1,780,608.79   sFT  0.99997805   -0 25 42.7
 FY1238;UTM  17      - 3,994,030.594   613,220.098   MT  0.99975795   +0 44 26.6
 FY1238
 FY1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1238!SPC NC       -   0.99996584  x   0.99997805  =   0.99994389
 FY1238!UTM  17      -   0.99996584  x   0.99975795  =   0.99972379
 FY1238
 FY1238:                Primary Azimuth Mark                     Grid Az
 FY1238:SPC NC       -  GREENSBORO STEVENS TRUCK CO TK           004 06 03.1
 FY1238:UTM  17      -  GREENSBORO STEVENS TRUCK CO TK           002 55 53.8
 FY1238
 FY1238|---------------------------------------------------------------------|
 FY1238| PID    Reference Object                     Distance      Geod. Az  |
 FY1238|                                                           dddmmss.s |
 FY1238| FY3517 GREENSBORO STEVENS TRUCK CO TK      APPROX. 6.6 KM 0034020.4 |
 FY1238| FY1241 BESSEMER AZ MK                      259.120 METERS 09537     |
 FY1238| FY1239 BESSEMER RM 1                        24.217 METERS 14328     |
 FY1238| FY3567 GREENSBORO AM AGRI CHEM CO TK       APPROX. 6.0 KM 2172106.1 |
 FY1238| FY3569 GREENSBORO BURLINGTON MILL TK       APPROX. 6.1 KM 2181834.3 |
 FY1238| FY3568 GREENSBORO BURLINGTON MILL STK      APPROX. 6.1 KM 2185613.2 |
 FY1238| FY1240 NC 181                               25.237 METERS 21910     |
 FY1238| FY3570 GREENSBORO CARTER FAB CORP TK       APPROX. 6.5 KM 2242643.8 |
 FY1238| FY3580 GREENSBORO REYNOLDS TOB CO TK       APPROX. 1.4 KM 2325036.2 |
 FY1238| FY3575 GREENSBORO HWY PAT STA KIG 439 MAST APPROX. 1.0 KM 2412417.2 |
 FY1238| FY3576 GREENSBORO MUNICIPAL TANK           APPROX. 4.2 KM 2435109.6 |
 FY1238| FY3587 GREENSBORO WOMENS COLL PWR PLT      APPROX. 6.3 KM 2493018.4 |
 FY1238| FY3581 GREENSBORO SEARS ROEBUCK CO TK      APPROX. 7.5 KM 2863934.8 |
 FY1238| FY3579 GREENSBORO RADIO WBIG S MAST        APPROX. 9.2 KM 2914327.2 |
 FY1238| FY3578 GREENSBORO RADIO WBIG N MAST        APPROX. 9.2 KM 2915101.6 |
 FY1238| FY3583 GREENSBORO TV WFMY NEW MAST         APPROX. 2.6 KM 3134556.4 |
 FY1238|---------------------------------------------------------------------|
 FY1238
 FY1238                          SUPERSEDED SURVEY CONTROL
 FY1238
 FY1238  NAD 83(1993)-  36 05 03.49010(N)    079 44 32.90276(W) AD(       ) 2
 FY1238  NAD 83(1986)-  36 05 03.49078(N)    079 44 32.90330(W) AD(       ) 2
 FY1238  NAD 27      -  36 05 03.00670(N)    079 44 33.80100(W) AD(       ) 2
 FY1238  NAVD 88 (11/03/99)  248.45   (m)          815.1    (f) LEVELING    3  
 FY1238  NGVD 29 (??/??/92)  248.686  (m)          815.90   (f) ADJ UNCH    1 1
 FY1238
 FY1238.Superseded values are not recommended for survey control.
 FY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1238.See file dsdata.txt to determine how the superseded data were derived.
 FY1238
 FY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1322094031(NAD 83)
 FY1238_MARKER: DS = TRIANGULATION STATION DISK
 FY1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1238_STAMPING: BESSEMER 1954
 FY1238_MARK LOGO: CGS   
 FY1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1238+STABILITY: SURFACE MOTION
 FY1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1238+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 FY1238
 FY1238  HISTORY     - Date     Condition        Report By
 FY1238  HISTORY     - 1954     MONUMENTED       CGS
 FY1238  HISTORY     - 1963     GOOD             NCGS
 FY1238  HISTORY     - 1963     GOOD             CGS
 FY1238  HISTORY     - 1967     GOOD             CGS
 FY1238  HISTORY     - 1967     GOOD             NGS
 FY1238  HISTORY     - 1983     GOOD             USPSQD
 FY1238  HISTORY     - 19910116 GOOD             NCGS
 FY1238  HISTORY     - 19970625 GOOD             NC1940
 FY1238  HISTORY     - 20040806 GOOD             NGS
 FY1238  HISTORY     - 20060803 GOOD             USPSQD
 FY1238  HISTORY     - 20070414 GOOD             NCGS
 FY1238
 FY1238                          STATION DESCRIPTION
 FY1238
 FY1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY1238'STATION IS LOCATED IN BESSEMER, IN THE SOUTHWEST CORNER OF
 FY1238'A SMALL TRIANGULAR PARK, ABOUT 1-1/2 MILES EAST OF THE
 FY1238'GREENSBORO CITY LIMITS.  IT IS ABOUT 250 FEET NORTHEAST OF
 FY1238'THE INTERSECTION OF EAST MARKET STREET AND HUFFINE ROAD,
 FY1238'60 FEET SOUTHWEST OF A POWER LINE POLE, 49 FEET SOUTHEAST
 FY1238'OF THE CENTER OF HUFFINE ROAD AND 32 FEET NORTHEAST OF A
 FY1238'CHINA BERRY BUSH.  THE MARK IS FLUSH AND THE DISK IS
 FY1238'STAMPED BESSEMER 1954.
 FY1238'
 FY1238'REFERENCE MARK NO. 1 IS 29 FEET EAST OF A GUY POLE AND
 FY1238'25 FEET NORTH OF EAST MARKET STREET.  THE MARK IS FLUSH
 FY1238'AND THE DISK IS STAMPED BESSEMER NO 1 1954.
 FY1238'
 FY1238'NO. 181 (N.C. GEOD. S.) WAS USED AS A REFERENCE
 FY1238'MARK.  IT IS ABOUT 150 FEET NORTHEAST OF THE INTERSECTION
 FY1238'OF EAST MARKET STREET AND HUFFINE ROAD, 42 FEET NORTH OF
 FY1238'THE CENTER OF EAST MARKET STREET AND 15 FEET SOUTH OF A STEEL
 FY1238'LAMP POST.  THE MARK IS A CONCRETE MONUMENT, 8 INCHES IN
 FY1238'DIAMETER SET FLUSH WITH A 2 INCH ROUND BRONZE NORTH
 FY1238'CAROLINA GEODETIC SURVEY DISK IN THE TOP STAMPED NO 181.
 FY1238'
 FY1238'AZIMUTH MARK IS ABOUT 50 FEET NORTH OF THE NORTH RAIL OF THE
 FY1238'SOUTHERN RAILROAD TRACKS, 29 FEET WEST OF A 12 INCH MAPLE
 FY1238'TREE, 26 FEET SOUTH OF THE CENTER OF EAST MARKET STREET
 FY1238'(U.S. HIGHWAY 70) AND 1 FOOT WEST OF A TELEPHONE
 FY1238'POLE AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 FY1238'INCHES AND THE DISK IS STAMPED BESSEMER 1954.
 FY1238'
 FY1238'TO REACH THE STATION FROM THE INTERSECTION OF ELM AND
 FY1238'MARKET STREETS IN GREENSBORO, GO EAST ON EAST MARKET
 FY1238'STREET (U.S. HIGHWAY 70) FOR 3.0 MILE TO THE INTERSECTION
 FY1238'WITH HUFFINE ROAD AND THE STATION AS DESCRIBED.  CONTINUE
 FY1238'EAST ON HIGHWAY 70 FOR 0.2 MILES TO THE AZIMUTH MARK
 FY1238'ON THE RIGHT AS DESCRIBED.
 FY1238'
 FY1238'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FY1238
 FY1238                          STATION RECOVERY (1963)
 FY1238
 FY1238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963 (PCD)
 FY1238'BESSEMER GOOD
 FY1238'
 FY1238'RM 1 GOOD
 FY1238'
 FY1238'NO. 181 (NC GEODETIC SURVEY) GOOD
 FY1238'
 FY1238'AZ. MARK GOOD
 FY1238'
 FY1238'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  MOST
 FY1238'OF THESE MARKERS WILL BE DESTROYED DUE TO ROAD
 FY1238'CONSTRUCTION.  AT THIS TIME OF RECOVERY A C AND GS MAN
 FY1238'FROM NORFOLK INSTALLED NEW MARKERS.  SEE HIS REPORT ABOUT THIS.
 FY1238
 FY1238                          STATION RECOVERY (1963)
 FY1238
 FY1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 FY1238'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FY1238'TO BE IN GOOD CONDITION.  THE STATION WAS TO BE DESTROYED
 FY1238'BY STREET CONSTRUCTION SO BESSEMER 2 WAS ESTABLISHED 32.801
 FY1238'METERS OR 107.61 FEET FROM STATION ON LINE TO THE
 FY1238'AZIMUTH MARK.
 FY1238
 FY1238                          STATION RECOVERY (1967)
 FY1238
 FY1238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS)
 FY1238'THE STATION, STAMPED BESSEMER 1954, IS ABOUT 2.8 MILES
 FY1238'EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 FY1238'STATION AT GREENSBORO, THENCE 0.2 MILE SOUTHWEST ALONG
 FY1238'EAST MARKET STREET WHICH IS U.S. HIGHWAY 70, IN THE SOUTHWEST
 FY1238'CORNER OF A TRIANGULAR SHAPED PARK WHICH IS FORMED BY THE
 FY1238'INTERSECTION OF EAST MARKET STREET AND HUFFINE MILL ROAD, 49
 FY1238'FEET SOUTHEAST OF THE CENTERLINE OF HUFFINE MILL ROAD, 97
 FY1238'FEET NORTH OF THE CENTERLINE OF EAST MARKET STREET, 57-1/2
 FY1238'FEET SOUTH OF A POWER POLE WHICH BEARS A TRANSFORMER, 34 FEET
 FY1238'SOUTHEAST OF A POWER POLE, 32 FEET NORTHEAST OF A CHINABERRY
 FY1238'TREE, ABOUT 3 FEET BELOW THE LEVEL OF THE STREET, AND SET IN
 FY1238'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF
 FY1238'THE GROUND.
 FY1238'
 FY1238'R.M. 1, STAMPED BESSEMER NO 1 1954, IS 79.4 FEET SOUTHEAST
 FY1238'OF THE STATION MARK, 25 FEET NORTH OF THE CENTERLINE OF
 FY1238'EAST MARKET STREET, 29 FEET EAST OF POWER POLE NUMBER A
 FY1238'77, 99 FEET EAST OF BENCH MARK 181 (NCGS), ABOUT 1 FOOT BELOW
 FY1238'THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE
 FY1238'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FY1238'
 FY1238'BENCH MARK 181 (NCGS), STAMPED 181, IS 82.6 FEET SOUTHWEST
 FY1238'OF THE STATION MARK, 42 FEET NORTH OF THE CENTERLINE OF EAST
 FY1238'MARKET STREET, 45 FEET SOUTHWEST OF THE CENTERLINE OF
 FY1238'HUFFINE MILL ROAD, 42 FEET NORTH OF THE CENTERLINE OF EAST
 FY1238'MARKET STREET, 21 FEET EAST OF POWER POLE NUMBER F 76, 8-1/2
 FY1238'FEET NORTHEAST OF THE EAST END OF A CONCRETE WALL WHICH
 FY1238'IS ON THE SOUTHWEST SIDE OF THE PARK, 99 FEET WEST OF
 FY1238'BESSEMER R.M. 1, ABOUT LEVEL WITH THE STREET, AND A NORTH
 FY1238'CAROLINA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE
 FY1238'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FY1238'
 FY1238'THE AZIMUTH MARK, STAMPED BESSEMER 1954, IS 0.2 MILE EAST
 FY1238'ALONG EAST MARKET STREET FROM THE STATION MARK, 20 FEET NORTH OF THE
 FY1238'NORTH RAIL OF THE SOUTHERN RAILWAY COMPANY RAILROAD TRACK, 240 FEET
 FY1238'EAST OF THE CENTER OF THE INTERSECTION OF BURLINGTON ROAD AND
 FY1238'FRANKLIN BOULEVARD, 26 FEET SOUTH OF THE CENTERLINE OF BURLINGTON
 FY1238'ROAD, 29 FEET WEST OF A 12-INCH MAPLE TREE, 1-1/2 FEET WEST OF
 FY1238'TELEPHONE POLE NUMBER 147, 150 FEET SOUTHWEST AND ACROSS THE
 FY1238'ROAD FROM BENCH MARK INFIRM (NCGS), ABOUT LEVEL WITH THE STREET,
 FY1238'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 FY1238'
 FY1238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3.0 MILES EAST.
 FY1238
 FY1238                          STATION RECOVERY (1967)
 FY1238
 FY1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1238'3 MI E FROM GREENSBORO.
 FY1238'ABOUT 2.8 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1238'FROM THE STATION AT GREENSBORO, THENCE 0.2 MILE SOUTHWEST ALONG
 FY1238'EAST MARKET STREET WHICH IS U.S. HIGHWAY 70, IN THE SOUTHWEST
 FY1238'CORNER OF A TRIANGULAR SHAPED PARK WHICH IS FORMED BY THE
 FY1238'INTERSECTION OF EAST MARKET STREET AND HUFFINE MILL ROAD, 49 FEET
 FY1238'SOUTHEAST OF THE CENTERLINE OF HUFFINE MILL ROAD, 97 FEET NORTH
 FY1238'OF THE CENTERLINE OF EAST MARKET STREET, 57 1/2 FEET SOUTH OF A
 FY1238'POWER POLE WHICH BEARS A TRANSFORMER, 34 FEET SOUTHEAST OF A
 FY1238'POWER POLE, 32 FEET NORTHEAST OF A CHINABERRY TREE, 82.6 FEET
 FY1238'NORTHEAST OF BENCH MARK 181 (NCGS), 79.4 FEET NORTHWEST OF
 FY1238'BESSEMER R.M. 1, ABOUT 3 FEET BELOW THE LEVEL OF THE STREET,
 FY1238'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE
 FY1238'OF THE GROUND.
 FY1238
 FY1238                          STATION RECOVERY (1983)
 FY1238
 FY1238'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1238'ABOUT 2.8 MILES ALONG THE SOUTHERN RAIWAY CO. RAILROAD FROM THE
 FY1238'STATION AT GREENSBORO, THENCE 0.2 MILES SOUTHWEST ALONG EAST MARKET
 FY1238'ST. WHICH IS U.S. HIGHWAY 70. IN THE SOUTHWEST CORNER OF A TRIANGULAR
 FY1238'SHAPED PARK WHICH IS FROMED BY THE INTERSECTION OF EAST MARKET ST.
 FY1238'AND HUFFINE MILL RD. 49 FT. SOUTHEAST OF THE CENTERLINE OF HUFFINE
 FY1238'MILL RD., 97 FT. NORTH OF THE CENTERLINE OF EAST MARKET ST. 57 1/2
 FY1238'FT. SOUTH OF A POWER POLE WHICH BEARS A TRANSFORMER, 34 FT. SOUTHEAST
 FY1238'OF A POWER POLE, 32 FT. NORTHEAST OF A CHINABERRY TREE. 82.6 FT.
 FY1238'NORTHEAST OF BENCH MARK 181 (NCGS). 79.4 FT. NORTHWEST OF BESSEMER RM
 FY1238'1, ABOUT 3 FT. BELOW THE LEVEL OF THE STREET, AND SET IN THE TOP OF A
 FY1238'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FY1238
 FY1238                          STATION RECOVERY (1991)
 FY1238
 FY1238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY1238'STATION SURFACE MARK, UNDERGROUND MARK, REFERENCE MARK NO 1, AND AN
 FY1238'AZIMUTH MARK WERE ALL SET IN 1954.  NC NO 181 WAS USED AS A REFERENCE
 FY1238'MARK. RECOVERY BY CGS IN 1963 REPORTED THAT ALL MARKS WERE FOUND TO BE
 FY1238'IN GOOD CONDITION, BUT THAT THE STATON WAS TO BE DESTROYED BY STREET
 FY1238'CONSTRUCTION, AND THEREFORE BESSEMER 2 WAS ESTABLISHED 32.801 METERS
 FY1238'(107.615 FT) FROM STATION ON LINE TO THE AZIMUTH MARK.  A STATEMENT IN
 FY1238'DESCRIPTION OF BESSEMER 2 READS--A TRAVERSE CONNECTION WAS MADE FROM
 FY1238'STATION BESSEMER 1954 TO BESSEMER 2 AND THEN BESSEMER 1954 WAS
 FY1238'DESTROYED. RECOVERY BY NCGS IN JANUARY 1991 FOUND ALL MARKS, INCLUDING
 FY1238'BESSEMER 1954, TO BE IN GOOD CONDITION.  ANGLE CHECKS AND DISTANCE
 FY1238'REMEASUREMENTS VERIFIED THAT NONE OF THE MARKS HAD BEEN DISTURBED OR
 FY1238'MOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED IN EAST
 FY1238'GREENSBORO IN OLD BESSEMER COMMUNITY, IN A TRIANGULAR PARK BOUNDED BY
 FY1238'EAST MARKET STREET, HUFFINE MILL ROAD, AND EAST BESSEMER AVENUE. MARK
 FY1238'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 FY1238'AND ABOUT 3-FEET BELOW LEVEL OF HUFFINE MILL ROAD. LOCATED 94.5 FT
 FY1238'(28.8 M) NORTH OF THE CENTERLINE OF MARKET STREET, 52.0 FT (15.8 M)
 FY1238'SOUTHEAST OF HUFFINE MILL ROAD, 65.7 FT (20.0 M) EAST-NORTHEAST OF A
 FY1238'FIRE HYDRANT, 122.0 FT (37.2 M) WEST-SOUTHWEST OF A 14 INCH OAK WITH
 FY1238'REFERENCE TAG FACING STATION BESSEMER 2--AND 20.0 FT (6.1 M) WEST OF
 FY1238'AN 8 INCH MAPLE, 58.0 FT (17.7 M) SOUTH OF A POWER POLE--BOTH WITH
 FY1238'REFERENCE TAGS. BESSEMER 2 1963 IS LOCATED 107.61 FT (32.80 M) EAST OF
 FY1238'THE STATION. SEE PUBLISHED DESCRIPTION FOR LOCATION AND POSITION DATA.
 FY1238'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED BESSEMER NO 1
 FY1238'1954--, SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND
 FY1238'ABOUT 1 FOOT (0.3 M) BELOW LEVEL OF MARKET STREET. LOCATED 79.39 FT
 FY1238'(24.20 M) SOUTHEAST OF THE STATION, 25.0 FT (7.6 M) NORTH OF THE
 FY1238'CENTERLINE OF MARKET STREET, 127.0 FT (38.7 M) SOUTHEAST OF THE
 FY1238'CENTERLINE OF HUFFINE MILL ROAD, AND 165.7 FT (50.5 M) EAST OF A FIRE
 FY1238'HYDRANT. NC NO 181 IS A N C DEPARTMENT OF HIGWAYS AND PUBLIC WORKS
 FY1238'DISK, STAMPED--N C 181--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FY1238'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH MARKET STREET.  LOCATED
 FY1238'82.65 FT (25.19 M) SOUTH-SOUTHWEST OF THE STATION.  SEE PUBLISHED
 FY1238'DESCRIPTION FOR LOCATION AND POSITION DATA. THE AZIMUTH MARK IS A
 FY1238'STANDARD AZIMUTH DISK STAMPED--BESSEMER 1954--, SET IN THE TOP OF A
 FY1238'ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND AND ABOUT
 FY1238'LEVEL WITH THE ROAD.  LOCATED 850.113 FT (259.115 M) (GRID)IN GRID
 FY1238'BEARING OF SOUTH 83-57-45.96 EAST FROM THE STATION. SEE PUBLISHED
 FY1238'DESCRIPTION FOR LOCATION AND POSITION DATA.
 FY1238
 FY1238                          STATION RECOVERY (1997)
 FY1238
 FY1238'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 FY1238'RECOVERED AS DESCRIBED.
 FY1238
 FY1238                          STATION RECOVERY (2004)
 FY1238
 FY1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FY1238'0.3 KM SOUTHERLY ALONG EDWARD R MORROW BOULEVARD FROM THE POST OFFICE
 FY1238'IN  GREENSBORO, THENCE 4.1 KM EASTERLY ALONG MARKET STREET, IN A
 FY1238'TRIANGULAR SHAPED PARK,  29.0 M NORTH OF THE STREET CENTERLINE, 25.0 M
 FY1238'NORTHEAST OF BENCH MARK NC 181, 24.3 M  NORTHWEST OF BESSEMER RM 1,
 FY1238'17.1 M NORTH OF A UTILITY JUNCTION POLE, 16.0 M EAST OF THE
 FY1238'CENTERLINE OF HUFFINE MILL ROAD, 6.0 M WEST OF A 14-INCH TREE, 0.8 M
 FY1238'ABOVE THE LEVEL OF THE  STREET, AND THE MONUMENT IS FLUSH WITH THE
 FY1238'GROUND SURFACE.  NOTE--THE MONUMENT IS ON  PROPERTY OWNED BY THE CITY
 FY1238'OF GREENSBORO.
 FY1238
 FY1238                          STATION RECOVERY (2006)
 FY1238
 FY1238'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1238'RECOVERED IN GOOD CONDITION.
 FY1238
 FY1238                          STATION RECOVERY (2007)
 FY1238
 FY1238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 FY1238'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3495 ***********************************************************************
 FY3495  DESIGNATION -  BESSEMER 2
 FY3495  PID         -  FY3495
 FY3495  STATE/COUNTY-  NC/GUILFORD
 FY3495  USGS QUAD   -  MC LEANSVILLE (1968)
 FY3495
 FY3495                         *CURRENT SURVEY CONTROL
 FY3495  ___________________________________________________________________
 FY3495* NAD 83(2007)-  36 05 03.37923(N)    079 44 31.59350(W)     ADJUSTED  
 FY3495* NAVD 88     -       247.838  (meters)     813.12   (feet)  ADJUSTED  
 FY3495  ___________________________________________________________________
 FY3495  EPOCH DATE  -        2002.00
 FY3495  X           -     919,007.711 (meters)                     COMP
 FY3495  Y           -  -5,078,185.143 (meters)                     COMP
 FY3495  Z           -   3,735,880.448 (meters)                     COMP
 FY3495  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 FY3495  ELLIP HEIGHT-         217.086 (meters)          (02/10/07) ADJUSTED
 FY3495  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FY3495  DYNAMIC HT  -         247.634 (meters)     812.45  (feet)  COMP
 FY3495
 FY3495  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3495  Type    PID    Designation                      North   East  Ellip
 FY3495  -------------------------------------------------------------------
 FY3495  NETWORK FY3495 BESSEMER 2                        0.43   0.37   0.80
 FY3495  -------------------------------------------------------------------
 FY3495  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 FY3495
 FY3495  VERT ORDER  -  SECOND    CLASS II
 FY3495
 FY3495.The horizontal coordinates were established by GPS observations
 FY3495.and adjusted by the National Geodetic Survey in February 2007.
 FY3495
 FY3495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3495.The horizontal coordinates are valid at the epoch date displayed above.
 FY3495.The epoch date for horizontal control is a decimal equivalence
 FY3495.of Year/Month/Day.
 FY3495
 FY3495.The orthometric height was determined by differential leveling
 FY3495.and adjusted in May 2001.
 FY3495
 FY3495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3495
 FY3495.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3495
 FY3495.The ellipsoidal height was determined by GPS observations
 FY3495.and is referenced to NAD 83.
 FY3495
 FY3495.The geoid height was determined by GEOID03.
 FY3495
 FY3495.The dynamic height is computed by dividing the NAVD 88
 FY3495.geopotential number by the normal gravity value computed on the
 FY3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3495.degrees latitude (g = 980.6199 gals.).
 FY3495
 FY3495.The modeled gravity was interpolated from observed gravity values.
 FY3495
 FY3495;                    North         East     Units Scale Factor Converg.
 FY3495;SPC NC       -   259,201.045   542,763.259   MT  0.99997805   -0 25 42.0
 FY3495;SPC NC       -   850,395.43  1,780,715.79   sFT  0.99997805   -0 25 42.0
 FY3495;UTM  17      - 3,994,027.795   613,252.768   MT  0.99975804   +0 44 27.4
 FY3495
 FY3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3495!SPC NC       -   0.99996593  x   0.99997805  =   0.99994398
 FY3495!UTM  17      -   0.99996593  x   0.99975804  =   0.99972398
 FY3495
 FY3495|---------------------------------------------------------------------|
 FY3495| PID    Reference Object                     Distance      Geod. Az  |
 FY3495|                                                           dddmmss.s |
 FY3495| FY1242 INFIRM                              181.392 METERS 09037     |
 FY3495| FY1241 BESSEMER AZ MK                      226.312 METERS 09537     |
 FY3495| FY1239 BESSEMER RM 1                        24.420 METERS 22818     |
 FY3495| FY1240 NC 181                               51.268 METERS 25124     |
 FY3495| FY1238 BESSEMER                             32.807 METERS 27537     |
 FY3495|---------------------------------------------------------------------|
 FY3495
 FY3495                          SUPERSEDED SURVEY CONTROL
 FY3495
 FY3495  NAD 83(2001)-  36 05 03.37957(N)    079 44 31.59310(W) AD(       ) 1
 FY3495  ELLIP H (03/13/03)  217.085  (m)                       GP(       ) 4 2
 FY3495  NAD 83(1986)-  36 05 03.38662(N)    079 44 31.59828(W) AD(       ) 1
 FY3495  NAD 83(1993)-  36 05 03.38599(N)    079 44 31.59751(W) AD(       ) 2
 FY3495  NAD 83(1986)-  36 05 03.38663(N)    079 44 31.59825(W) AD(       ) 2
 FY3495  NAD 27      -  36 05 02.90249(N)    079 44 32.49603(W) AD(       ) 2
 FY3495  NAVD 88 (11/03/99)  247.84   (m)          813.1    (f) LEVELING    3  
 FY3495  NGVD 29 (07/19/86)  248.3    (m)          815.     (f) VERT ANG    3  
 FY3495
 FY3495.Superseded values are not recommended for survey control.
 FY3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3495.See file dsdata.txt to determine how the superseded data were derived.
 FY3495
 FY3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1325394028(NAD 83)
 FY3495_MARKER: DS = TRIANGULATION STATION DISK
 FY3495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY3495_STAMPING: BESSEMER 2 1963
 FY3495_MARK LOGO: CGS   
 FY3495_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3495+STABILITY: SURFACE MOTION
 FY3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY3495+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 FY3495
 FY3495  HISTORY     - Date     Condition        Report By
 FY3495  HISTORY     - 1963     MONUMENTED       CGS
 FY3495  HISTORY     - 1983     GOOD             USPSQD
 FY3495  HISTORY     - 19910116 GOOD             NCGS
 FY3495  HISTORY     - 19970625 GOOD             NC1940
 FY3495  HISTORY     - 20070313 GOOD             NCGS
 FY3495
 FY3495                          STATION DESCRIPTION
 FY3495
 FY3495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELJ)
 FY3495'STATION IS LOCATED IN THE EAST EDGE OF GREENSBORO, IN A
 FY3495'TRIANGULAR PARK FORMED BY THE INTERSECTION OF MARKET STREET
 FY3495'(U.S. HIGHWAY 70A) AND HUFFINE ROAD.  STATION IS 78 FEET NORTH
 FY3495'OF THE CENTERLINE OF MARKET STREET AND 3 FEET SOUTH OF A
 FY3495'STEEL WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH
 FY3495'IN A CONCRETE MONUMENT ABOUT 1 FOOT IN DIAMETER, FLUSH WITH
 FY3495'THE GROUND AND THE DISK IS STAMPED BESSEMER 2 1963.  PLANNED
 FY3495'CONSTRUCTION WILL PUT STATION BETWEEN TWO APPROACH ROADS OF
 FY3495'NEW INTERSECTION.
 FY3495'
 FY3495'TO REACH STATION FROM THE INTERSECTION OF MARKET AND ELM
 FY3495'STREETS IN DOWNTOWN GREENSBORO GO EAST ON MARKET STREET
 FY3495'(U.S. HIGHWAY 70 A) FOR 3.0 MILES TO THE INTERSECTION OF
 FY3495'HUFFINE ROAD AND STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 FY3495'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AND STATION
 FY3495'INFIRM (NCGS) ON THE LEFT AS DESCRIBED.
 FY3495'
 FY3495'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF THE CENTERLINE OF
 FY3495'MARKET STREET.  THE MARK IS FLUSH WITH THE GROUND AND THE
 FY3495'DISK IS STAMPED BESSEMER NO 1 1954.
 FY3495'
 FY3495'NO. 181 (NCGS) WHICH WAS USED AS A REFERENCE MARK IS ABOUT 150 FEET
 FY3495'NORTH OF THE INTERSECTION OF MARKET STREET AND HUFFINE ROAD, 42
 FY3495'FEET NORTH OF THE CENTER OF MARKET STREET AND 15 FEET SOUTH
 FY3495'OF A STEEL LAMP POST.  THE MARK IS A CONCRETE MONUMENT ABOUT 8
 FY3495'INCHES IN DIAMETER SET FLUSH WITH THE GROUND AND WITH A 2
 FY3495'INCH ROUND BRONZE NORTH CAROLINA GEODETIC SURVEY DISK
 FY3495'STAMPED NO 181, SET FLUSH IN THE TOP OF THE MONUMENT.
 FY3495'
 FY3495'AZIMUTH MARK IS 50 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 FY3495'TRACKS, 29 FEET WEST OF A MAPLE TREE, 26 FEET SOUTH OF THE
 FY3495'CENTERLINE OF THE STREET AND 1 FOOT WEST OF A TELEPHONE
 FY3495'POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 FY3495'STAMPED BESSEMER 1954.  THERE IS A POSSIBILITY THAT THIS MARK BE
 FY3495'DESTROYED BY THE CONSTRUCTION.
 FY3495'
 FY3495'INFIRM (NCGS) IS LOCATED IN THE FRONT LAWN OF THE GUILFORD
 FY3495'COUNTY REST HOME, 63 FEET SOUTHWEST OF THE EAST CORNER OF THE
 FY3495'EAST WING OF PORCH, 61 FEET SOUTHEAST OF THE WEST CORNER OF THE
 FY3495'EAST WING OF PORCH, 50 FEET WEST OF 30 INCH OAK TREE AND 23 FEET
 FY3495'SOUTHEAST OF 24 INCH OAK TREE.  THE MARK IS A STANDARD DISK OF
 FY3495'THE NORTH CAROLINA GEODETIC SURVEY SET FLUSH IN A CONCRETE
 FY3495'MONUMENT ABOUT 1 FOOT IN DIAMETER, FLUSH WITH THE SURFACE AND
 FY3495'THE DISK IS STAMPED INFIRM 1963.
 FY3495'
 FY3495'A TRAVERSE CONNECTION WAS MADE FROM STATION BESSEMER 1954 TO
 FY3495'BESSEMER 2 AND THEN STATION BESSEMER 1954 WAS DESTROYED.
 FY3495
 FY3495                          STATION RECOVERY (1983)
 FY3495
 FY3495'RECOVERY NOTE BY US POWER SQUADRON 1983 (WBW)
 FY3495'BESSEMER 2 RECOVERED GOOD.
 FY3495'
 FY3495'RECOVERED AS DESCRIBED.
 FY3495
 FY3495                          STATION RECOVERY (1991)
 FY3495
 FY3495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY3495'SURFACE STATION MARK AND UNDERGROUND MARK WERE ESTABLISHED IN 1963
 FY3495'WHEN IT WAS REPORTED THAT PLANNED STREET CONSTRUCTION AT THIS SITE
 FY3495'WOULD DESTROY STATION BESSEMER 1954. A TRAVERSE CONNECTION WAS MADE
 FY3495'FROM BESSEMER 1954 TO BESSEMER 2. RECOVERY BY NCGS IN JANUARY 1991
 FY3495'FOUND STATION AND ADJOINING MARKS TO BE IN GOOD CONDITION.  A COMPLETE
 FY3495'NEW DESCRIPTION FOLLOWS. STATION IS LOCATED IN EAST GREENSBORO IN OLD
 FY3495'BESSEMER COMMUNITY, IN A TRIANGULAR PARK BOUNDED BY EAST MARKET
 FY3495'STREET, HUFFINE MILL ROAD, AND EAST BESSEMER AVENUE. MARK IS A
 FY3495'STANDARD TRIANGULATION DISK, STAMPED--BESSEMER 2 1963--, SET IN THE
 FY3495'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 FY3495'WITH MARKET STREET. LOCATED 107.615 FT (32.801 M) EAST OF STATION
 FY3495'BESSEMER 1954, 78.0 FT (23.8 M) NORTH OF THE CENTERLINE OF MARKET
 FY3495'STREET, 149.0 FT (45.4 M) SOUTHEAST OF THE CENTERLINE OF HUFFINE MILL
 FY3495'ROAD, 165.7 FT (50.5 M) EAST OF A FIRE HYDRANT--AND 81.5 FT (24.8 M)
 FY3495'SOUTH OF A 16-INCH OAK, 79.8 NORTHWEST OF A POWER POLE--BOTH WITH
 FY3495'REFERENCE TAGS. REFERENCE MARK 1 IS A STANDARD REFERENCE DISK,
 FY3495'STAMPED--BESSEMER NO 1 1954--, SET IN THE TOP OF A ROUND CONCRETE
 FY3495'MONUMENT FLUSH WITH THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE
 FY3495'LEVEL OF THE STREET. LOCATED 80.12 FT (24.42 M) SOUTHWEST OF THE
 FY3495'STATION, 25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF MARKET STREET,
 FY3495'127.0 FT (38.7 M) SOUTHEAST OF THE CENTERLINE OF HUFFINE MILL ROAD,
 FY3495'AND 165.7 FT (50.5 M) EAST OF A FIRE HYDRANT. NC NO 181 IS A NC
 FY3495'DEPARTMENT OF HIGHWAYS AND PUBLIC WORKS DISK, STAMPED--N C 181--, SET
 FY3495'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 FY3495'ABOUT LEVEL WITH MARKET STREET. LOCATED 168.04 FT (51.22 M)
 FY3495'WEST-SOUTHWEST OF THE STATION.  SEE PUBLISHED DESCRIPTION FOR LOCATION
 FY3495'AND POSITION DATA. THE AZIMUTH MARK IS A STANDARD AZIMUTH DISK,
 FY3495'STAMPED--BESSEMER 1954--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FY3495'PROJECTING 1 INCH ABOVE THE GROUND AND ABOUT LEVEL WITH THE ROAD.
 FY3495'LOCATED 742.476 FT (226.307 M) (GRID) IN GRID BEARING OF SOUTH
 FY3495'83-57-49.27 EAST FROM THE STATION.  SEE PUBLISHED DESCRIPTION FOR
 FY3495'LOCATION AND  POSITION DATA.
 FY3495
 FY3495                          STATION RECOVERY (1997)
 FY3495
 FY3495'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 FY3495'RECOVERED AS DESCRIBED.
 FY3495
 FY3495                          STATION RECOVERY (2007)
 FY3495
 FY3495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 FY3495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1241 ***********************************************************************
 FY1241  DESIGNATION -  BESSEMER AZ MK
 FY1241  PID         -  FY1241
 FY1241  STATE/COUNTY-  NC/GUILFORD
 FY1241  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1241
 FY1241                         *CURRENT SURVEY CONTROL
 FY1241  ___________________________________________________________________
 FY1241* NAD 83(2001)-  36 05 02.66182(N)    079 44 22.59074(W)     ADJUSTED  
 FY1241* NAVD 88     -       248.254  (meters)     814.48   (feet)  ADJUSTED  
 FY1241  ___________________________________________________________________
 FY1241  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 FY1241  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 FY1241  DYNAMIC HT  -         248.051 (meters)     813.81  (feet)  COMP
 FY1241  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 FY1241
 FY1241  HORZ ORDER  -  SECOND
 FY1241  VERT ORDER  -  FIRST     CLASS II
 FY1241
 FY1241.The horizontal coordinates were established by classical geodetic methods
 FY1241.and adjusted by the National Geodetic Survey in August 2005.
 FY1241
 FY1241.The orthometric height was determined by differential leveling
 FY1241.and adjusted in August 2005.
 FY1241.No vertical observational check was made to the station.
 FY1241
 FY1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1241
 FY1241.The geoid height was determined by GEOID03.
 FY1241
 FY1241.The dynamic height is computed by dividing the NAVD 88
 FY1241.geopotential number by the normal gravity value computed on the
 FY1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1241.degrees latitude (g = 980.6199 gals.).
 FY1241
 FY1241.The modeled gravity was interpolated from observed gravity values.
 FY1241
 FY1241;                    North         East     Units Scale Factor Converg.
 FY1241;SPC NC       -   259,177.253   542,988.321   MT  0.99997800   -0 25 36.8
 FY1241;SPC NC       -   850,317.37  1,781,454.18   sFT  0.99997800   -0 25 36.8
 FY1241;UTM  17      - 3,994,008.605   613,478.220   MT  0.99975867   +0 44 32.7
 FY1241
 FY1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1241!SPC NC       -   0.99996586  x   0.99997800  =   0.99994387
 FY1241!UTM  17      -   0.99996586  x   0.99975867  =   0.99972454
 FY1241
 FY1241                          SUPERSEDED SURVEY CONTROL
 FY1241
 FY1241  NAD 83(1986)-  36 05 02.66849(N)    079 44 22.59597(W) AD(       ) 2
 FY1241  NAD 83(1993)-  36 05 02.66815(N)    079 44 22.59479(W) AD(       ) 2
 FY1241  NAD 83(1986)-  36 05 02.66881(N)    079 44 22.59543(W) AD(       ) 2
 FY1241  NAD 27      -  36 05 02.18460(N)    079 44 23.49347(W) AD(       ) 2
 FY1241  NAVD 88 (06/15/91)  248.260  (m)          814.50   (f) UNKNOWN     1 1
 FY1241  NGVD 29 (??/??/92)  248.497  (m)          815.28   (f) ADJ UNCH    1 1
 FY1241
 FY1241.Superseded values are not recommended for survey control.
 FY1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1241.See file dsdata.txt to determine how the superseded data were derived.
 FY1241
 FY1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1347894009(NAD 83)
 FY1241_MARKER: DZ = AZIMUTH MARK DISK
 FY1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1241_STAMPING: BESSEMER 1954
 FY1241_MARK LOGO: CGS   
 FY1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1241+STABILITY: SURFACE MOTION
 FY1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1241+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 FY1241
 FY1241  HISTORY     - Date     Condition        Report By
 FY1241  HISTORY     - 1954     MONUMENTED       CGS
 FY1241  HISTORY     - 1967     GOOD             NGS
 FY1241  HISTORY     - 19910116 GOOD             NCGS
 FY1241  HISTORY     - 20040806 GOOD             NGS
 FY1241  HISTORY     - 20060803 GOOD             USPSQD
 FY1241
 FY1241                          STATION DESCRIPTION
 FY1241
 FY1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FY1241'AZIMUTH MARK IS ABOUT 50 FEET NORTH OF THE NORTH RAIL OF THE
 FY1241'SOUTHERN RAILROAD TRACKS, 29 FEET WEST OF A 12 INCH MAPLE
 FY1241'TREE, 26 FEET SOUTH OF THE CENTER OF EAST MARKET STREET
 FY1241'(U.S. HIGHWAY 70) AND 1 FOOT WEST OF A TELEPHONE
 FY1241'POLE AND WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 FY1241'INCHES AND THE DISK IS STAMPED BESSEMER 1954.
 FY1241'
 FY1241'TO REACH THE STATION FROM THE INTERSECTION OF ELM AND
 FY1241'MARKET STREETS IN GREENSBORO, GO EAST ON EAST MARKET
 FY1241'STREET (U.S. HIGHWAY 70) FOR 3.0 MILE TO THE INTERSECTION
 FY1241'WITH HUFFINE ROAD AND THE STATION AS DESCRIBED.  CONTINUE
 FY1241'EAST ON HIGHWAY 70 FOR 0.2 MILES TO THE AZIMUTH MARK
 FY1241'ON THE RIGHT AS DESCRIBED.
 FY1241
 FY1241                          STATION RECOVERY (1967)
 FY1241
 FY1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY1241'2.8 MI E FROM GREENSBORO.
 FY1241'ABOUT 2.85 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1241'FROM THE STATION AT GREENSBORO, 0.2 MILE EAST OF TRIANGULATION
 FY1241'STATION BESSEMER 1954, 20 FEET NORTH OF THE NORTH RAIL OF THE
 FY1241'TRACK, 240 FEET EAST OF THE CENTER OF THE INTERSECTION OF
 FY1241'BURLINGTON ROAD AND FRANKLIN BOULEVARD, 26 FEET SOUTH OF THE
 FY1241'CENTERLINE OF BURLINGTON ROAD, 29 FEET WEST OF A 12-INCH MAPLE
 FY1241'TREE, 1 1/2 FEET WEST OF TELEPHONE POLE NUMBER 147, 150 FEET
 FY1241'SOUTHWEST AND ACROSS THE ROAD FROM BENCH MARK INFIRM (NCGS), ABOUT
 FY1241'LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH
 FY1241'PROJECTS 3 INCHES.
 FY1241
 FY1241                          STATION RECOVERY (1991)
 FY1241
 FY1241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY1241'STATION WAS ESTABLISHED AS AN AZIMUTH MARK FROM BESSEMER 1954 AND FROM
 FY1241'STATION BESSEMER 2 1963. RECOVERY BY NCGS IN JANUARY 1991 FOUND MARK
 FY1241'TO BE IN GOOD CONDITION. IT WAS POSITIONED BY AN ANGLE CHECK AND
 FY1241'DISTANCE MEASUREMENT FROM SATION BESSEMER 2 1963 AT THIS TIME. STATION
 FY1241'IS VISIBLE TO BOTH BESSEMER 1954, BESSEMER 2 1963, AND NCGS STATION
 FY1241'INFIRM ACROSS THE ROAD. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS
 FY1241'LOCATED IN EAST GREENSBORO IN OLD BESSEMER COMMUNITY ALONG BURLINGTON
 FY1241'ROAD FOR 0.9 MI (1.4 KM) WEST FROM US 70 (WENDOVER AVENUE), BETWEEN
 FY1241'THE ROAD AND THE RAILROAD, AND ON THE EAST SIDE OF FRANKLIN BOULEVARD.
 FY1241'MARK IS A STANDARD AZIMUTH DISK, STAMPED--BESSEMER 1954--, SET IN THE
 FY1241'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND
 FY1241'AND ABOUT LEVEL WITH THE ROAD.  LOCATED 26.0 FT (7.9 M) SOUTH OF THE
 FY1241'CENTERLINE OF BURLINGTON ROAD, 229.0 FT (69.8 M) EAST OF THE
 FY1241'CENTERLINE OF FRANKLIN BOULEVARD (AT CONCRETE ISLAND), 82.0 FT (25.0
 FY1241'M) EAST OF A SEWER MANHOLE, AND 30.0 FT (9.1 M) WEST OF A 12-INCH
 FY1241'MAPLE WITH REFERENCE TAG.
 FY1241
 FY1241                          STATION RECOVERY (2004)
 FY1241
 FY1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FY1241'0.3 KM SOUTHERLY ALONG EDWARD R MORROW BOULEVARD FROM THE POST OFFICE
 FY1241'IN  GREENSBORO, THENCE 4.3 KM EASTERLY ALONG MARKET STREET, 87.9 M
 FY1241'EAST OF THE CENTERLINE  OF FRANKLIN BOULEVARD, 25.2 M EAST OF A
 FY1241'MAN-HOLE COVER, 6.6 M SOUTH OF AND LEVEL WITH THE  STREET CENTERLINE,
 FY1241'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 FY1241'MONUMENT IS ON THE STREET RIGHT-OF-WAY.
 FY1241
 FY1241                          STATION RECOVERY (2006)
 FY1241
 FY1241'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1239 ***********************************************************************
 FY1239  DESIGNATION -  BESSEMER RM 1
 FY1239  PID         -  FY1239
 FY1239  STATE/COUNTY-  NC/GUILFORD
 FY1239  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1239
 FY1239                         *CURRENT SURVEY CONTROL
 FY1239  ___________________________________________________________________
 FY1239* NAD 83(2001)-  36 05 02.85264(N)    079 44 32.32160(W)     ADJUSTED  
 FY1239* NAVD 88     -       247.349  (meters)     811.51   (feet)  ADJUSTED  
 FY1239  ___________________________________________________________________
 FY1239  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 FY1239  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FY1239  DYNAMIC HT  -         247.146 (meters)     810.84  (feet)  COMP
 FY1239  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 FY1239
 FY1239  HORZ ORDER  -  SECOND
 FY1239  VERT ORDER  -  FIRST     CLASS II
 FY1239
 FY1239.The horizontal coordinates were established by classical geodetic methods
 FY1239.and adjusted by the National Geodetic Survey in August 2005.
 FY1239
 FY1239.The orthometric height was determined by differential leveling
 FY1239.and adjusted in August 2005.
 FY1239
 FY1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1239
 FY1239.The geoid height was determined by GEOID03.
 FY1239
 FY1239.The dynamic height is computed by dividing the NAVD 88
 FY1239.geopotential number by the normal gravity value computed on the
 FY1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1239.degrees latitude (g = 980.6199 gals.).
 FY1239
 FY1239.The modeled gravity was interpolated from observed gravity values.
 FY1239
 FY1239;                    North         East     Units Scale Factor Converg.
 FY1239;SPC NC       -   259,184.951   542,744.923   MT  0.99997801   -0 25 42.4
 FY1239;SPC NC       -   850,342.63  1,780,655.63   sFT  0.99997801   -0 25 42.4
 FY1239;UTM  17      - 3,994,011.334   613,234.768   MT  0.99975799   +0 44 27.0
 FY1239
 FY1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1239!SPC NC       -   0.99996601  x   0.99997801  =   0.99994402
 FY1239!UTM  17      -   0.99996601  x   0.99975799  =   0.99972401
 FY1239
 FY1239                          SUPERSEDED SURVEY CONTROL
 FY1239
 FY1239  NAD 83(1986)-  36 05 02.85953(N)    079 44 32.32701(W) AD(       ) 2
 FY1239  NAVD 88 (05/16/01)  247.350  (m)          811.51   (f) UNKNOWN     2 2
 FY1239  NAVD 88 (06/15/91)  247.418  (m)          811.74   (f) UNKNOWN     1 1
 FY1239  NGVD 29 (??/??/92)  247.656  (m)          812.52   (f) ADJ UNCH    1 1
 FY1239
 FY1239.Superseded values are not recommended for survey control.
 FY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1239.See file dsdata.txt to determine how the superseded data were derived.
 FY1239
 FY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1323594011(NAD 83)
 FY1239_MARKER: DR = REFERENCE MARK DISK
 FY1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1239_STAMPING: BESSEMER NO 1 1954
 FY1239_MARK LOGO: CGS   
 FY1239_PROJECTION: RECESSED 10 CENTIMETERS
 FY1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1239+STABILITY: SURFACE MOTION
 FY1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1239+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2007
 FY1239
 FY1239  HISTORY     - Date     Condition        Report By
 FY1239  HISTORY     - 1954     MONUMENTED       CGS
 FY1239  HISTORY     - 1967     GOOD             NGS
 FY1239  HISTORY     - 1983     GOOD             USPSQD
 FY1239  HISTORY     - 19910109 GOOD             NCGS
 FY1239  HISTORY     - 20040806 GOOD             NGS
 FY1239  HISTORY     - 20060803 GOOD             USPSQD
 FY1239  HISTORY     - 20070414 POOR             NCGS
 FY1239
 FY1239                          STATION DESCRIPTION
 FY1239
 FY1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FY1239'3 MI E FROM GREENSBORO.
 FY1239'ABOUT 2.8 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1239'FROM THE STATION AT GREENSBORO, THENCE 0.2 MILE SOUTHWEST ALONG
 FY1239'EAST MARKET STREET WHICH IS U.S. HIGHWAY 70, IN THE SOUTHWEST
 FY1239'CORNER OF A TRIANGULAR SHAPED PARK WHICH IS FORMED BY THE
 FY1239'INTERSECTION OF EAST MARKET STREET AND HUFFINE MILL ROAD, 25
 FY1239'FEET NORTH OF THE CENTERLINE OF EAST MARKET STREET, 29 FEET EAST
 FY1239'OF POWER POLE NUMBER A 77, 99 FEET EAST OF BENCH MARK 181 (NCGS),
 FY1239'79.4 FEET SOUTHEAST OF TRIANGULATION STATION BESSEMER 1954,
 FY1239'ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET, AND SET IN THE TOP OF
 FY1239'A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FY1239
 FY1239                          STATION RECOVERY (1983)
 FY1239
 FY1239'RECOVERY NOTE BY US POWER SQUADRON 1983
 FY1239'ABOUT 2.8 MILES EAST ALONG THE SOUTHERN RAILWAY CO. RAILROAD FROM THE
 FY1239'STATION AT GREENSBORO, THENCE 0.2 MILES SOUTHWEST ALONG EAST MARKET
 FY1239'STREET WHICH IS U.S. HIGHWAY 70, IN THE SOUTHWEST CORNER OF A
 FY1239'TRIANGULAR SHAPED PORCH WHICH IS FORMED BY THE INTERSECTION OF EAST
 FY1239'MARKET ST. AND HUFFINE MILL RD. 25 FT. NORTH OF THE CENTERLINE OF
 FY1239'EAST MARKET ST., 29 FT. EAST OF POWER POLE NUMBER A 77. 99 FT. EAST
 FY1239'OF BENCH MARK 181 (NCGS). 79.4 FT9 SOUTHEAST OF TRIGULATION STATION
 FY1239'BESSEMER 1954. ABOUT 1 FT. BELOW THE LEVEL OF THE STREET, AND SET IN
 FY1239'THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE
 FY1239'GROUND.
 FY1239
 FY1239                          STATION RECOVERY (1991)
 FY1239
 FY1239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 FY1239'RECOVERED AS DESCRIBED.
 FY1239
 FY1239                          STATION RECOVERY (2004)
 FY1239
 FY1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW)
 FY1239'0.3 KM SOUTHERLY ALONG EDWARD R MORROW BOULEVARD FROM THE POST OFFICE
 FY1239'IN  GREENSBORO, THENCE 4.1 KM EASTERLY ALONG MARKET STREET, IN A
 FY1239'TRIANGULAR SHAPED PARK,  45.0 M EAST OF THE CENTERLINE OF HUFFINE MILL
 FY1239'ROAD, 30.3 M EAST OF BENCH MARK NC 181, 24.3 M  SOUTHEAST OF
 FY1239'TRIANGULATION STATION BESSEMER, 8.2 M NORTH OF THE STREET CENTERLINE,
 FY1239'3.5  M EAST OF A UTILITY LIGHT POLE, 0.4 M BELOW THE LEVEL OF THE
 FY1239'ROAD, AND THE MONUMENT IS  RECESSED 0.1 M BELOW THE GROUND SURFACE.
 FY1239'NOTE--THE MONUMENT IS ON PROPERTY OWNED  BY THE CITY OF GREENSBORO.
 FY1239' 
 FY1239'NOTE--DISK HAS BEEN SHEARED IN THE MIDDLE. POST SOLID, BUT DISK IN BAD
 FY1239'SHAPE.
 FY1239
 FY1239                          STATION RECOVERY (2006)
 FY1239
 FY1239'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY1239'RECOVERED IN GOOD CONDITION.
 FY1239
 FY1239                          STATION RECOVERY (2007)
 FY1239
 FY1239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (TRW)
 FY1239'RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8174 ***********************************************************************
 AF8174  DESIGNATION -  BESSIE
 AF8174  PID         -  AF8174
 AF8174  STATE/COUNTY-  NC/RUTHERFORD
 AF8174  USGS QUAD   -  CHESNEE (1993)
 AF8174
 AF8174                         *CURRENT SURVEY CONTROL
 AF8174  ___________________________________________________________________
 AF8174* NAD 83(2001)-  35 14 49.16799(N)    081 52 11.03911(W)     ADJUSTED  
 AF8174* NAVD 88     -       238.6    (meters)     783.     (feet)  VERT ANG  
 AF8174  ___________________________________________________________________
 AF8174  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AF8174  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AF8174  HORZ ORDER  -  SECOND
 AF8174
 AF8174.The horizontal coordinates were established by classical geodetic methods
 AF8174.and adjusted by the National Geodetic Survey in August 2005.
 AF8174
 AF8174.The orthometric height was determined by vertical angle observations.
 AF8174
 AF8174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8174
 AF8174.The geoid height was determined by GEOID03.
 AF8174
 AF8174;                    North         East     Units Scale Factor Converg.
 AF8174;SPC NC       -   169,835.567   348,487.818   MT  0.99987260   -1 39 22.8
 AF8174;SPC NC       -   557,202.19  1,143,330.45   sFT  0.99987260   -1 39 22.8
 AF8174;UTM  17      - 3,900,780.597   420,873.612   MT  0.99967716   -0 30 07.0
 AF8174
 AF8174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8174!SPC NC       -   0.99996757  x   0.99987260  =   0.99984018
 AF8174!UTM  17      -   0.99996757  x   0.99967716  =   0.99964474
 AF8174
 AF8174                          SUPERSEDED SURVEY CONTROL
 AF8174
 AF8174  NAD 83(1986)-  35 14 49.18023(N)    081 52 11.04328(W) AD(       ) 2
 AF8174
 AF8174.Superseded values are not recommended for survey control.
 AF8174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8174.See file dsdata.txt to determine how the superseded data were derived.
 AF8174
 AF8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2087400781(NAD 83)
 AF8174_MARKER: DE = TRAVERSE STATION DISK
 AF8174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8174_STAMPING: BESSIE 1985
 AF8174_MARK LOGO: NCGS  
 AF8174_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8174+STABILITY: SURFACE MOTION
 AF8174
 AF8174  HISTORY     - Date     Condition        Report By
 AF8174  HISTORY     - 1985     MONUMENTED       NCGS
 AF8174
 AF8174                          STATION DESCRIPTION
 AF8174
 AF8174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8174'STATION IS LOCATED ABOUT 0.6 KM (0.35 MI) NORTH-NORTHEAST OF HARRIS,
 AF8174'AND 15.6 KM (9.70 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 0.3
 AF8174'KM (0.20 MI) SOUTHEAST OF THE US 221 BRIDGE OVER THE SEABOARD
 AF8174'RAILROAD, OR 0.25 KM (0.15 MI) NORTHWEST OF THE US 221 BRIDGE OVER
 AF8174'FLOYDS CREEK. MARK IS FLUSH WITH GROUND AND IS 2-FEET LOWER THAN US
 AF8174'221. LOCATED 8.41 M (27.59 FT) SOUTHWEST OF THE CENTERLINE OF US 221,
 AF8174'15.85 M (52.00 FT) SOUTHEAST OF THE CENTERLINE OF GRAVEL DRIVE, 6.34 M
 AF8174'(20.80 FT) SOUTHEAST OF 24-INCH OAK, 3.60 M (11.81 FT) EAST-NORTHEAST
 AF8174'OF 12-INCH CLAY DRAIN PIPE, 7.96 M (26.12 FT) EAST OF NCDOT
 AF8174'RIGHT-OF-WAY MONUMENT, AND 20.42 M (66.99 FT) NORTH OF NORTHWEST
 AF8174'CORNER OF FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4008 ***********************************************************************
 AH4008  DESIGNATION -  BESSIES
 AH4008  PID         -  AH4008
 AH4008  STATE/COUNTY-  NC/SURRY
 AH4008  USGS QUAD   -  ELKIN NORTH (1994)
 AH4008
 AH4008                         *CURRENT SURVEY CONTROL
 AH4008  ___________________________________________________________________
 AH4008* NAD 83(2001)-  36 19 54.95720(N)    080 47 36.01988(W)     ADJUSTED  
 AH4008* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 AH4008  ___________________________________________________________________
 AH4008  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AH4008  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AH4008  HORZ ORDER  -  SECOND
 AH4008
 AH4008.The horizontal coordinates were established by classical geodetic methods
 AH4008.and adjusted by the National Geodetic Survey in August 2005.
 AH4008
 AH4008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4008
 AH4008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4008
 AH4008.The geoid height was determined by GEOID03.
 AH4008
 AH4008;                    North         East     Units Scale Factor Converg.
 AH4008;SPC NC       -   287,887.095   448,588.144   MT  1.00005032   -1 02 06.2
 AH4008;SPC NC       -   944,509.58  1,471,742.94   sFT  1.00005032   -1 02 06.2
 AH4008;UTM  17      - 4,020,785.465   518,547.523   MT  0.99960424   +0 07 20.8
 AH4008
 AH4008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4008!SPC NC       -   0.99994897  x   1.00005032  =   0.99999929
 AH4008!UTM  17      -   0.99994897  x   0.99960424  =   0.99955323
 AH4008
 AH4008                          SUPERSEDED SURVEY CONTROL
 AH4008
 AH4008  NAD 83(1986)-  36 19 54.96530(N)    080 47 36.02654(W) AD(       ) 2
 AH4008  NGVD 29 (12/22/97)  358.7    (m)         1177.     (f) VERT ANG    3  
 AH4008
 AH4008.Superseded values are not recommended for survey control.
 AH4008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4008.See file dsdata.txt to determine how the superseded data were derived.
 AH4008
 AH4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1854820785(NAD 83)
 AH4008_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4008_STAMPING: BESSIES 1986
 AH4008_MARK LOGO: NCGS  
 AH4008_PROJECTION: FLUSH
 AH4008_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4008+STABILITY: SURFACE MOTION
 AH4008
 AH4008  HISTORY     - Date     Condition        Report By
 AH4008  HISTORY     - 1986     MONUMENTED       NCGS
 AH4008
 AH4008                          STATION DESCRIPTION
 AH4008
 AH4008'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4008'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF DOBSON, AND
 AH4008'10.8 KM (6.70 MI) NORTH-NORTHEAST OF ELKIN, IN THE MULBERRY COMMUNITY.
 AH4008'ALONG I-77 FOR 6.3 KM (3.90 MI) NORTH OF THE SR 1138 (C.C. CAMP RD.)
 AH4008'INTERCHANGE, OR 0.9 KM (0.55 MI) NORTH OF THE SR 1121 (LANE RD.)
 AH4008'OVERPASS, ON TOP OF NORTH END OF A CUT BANK, ABOUT MIDWAY BETWEEN
 AH4008'NUMERALS 8 AND 9 IMBEDDED IN EAST EDGE OF CONCRETE PAVEMENT. LOCATED
 AH4008'26.3 M (86.3 FT) SLOPE DISTANCE EAST OF CENTERLINE OF NORTH BOUND
 AH4008'LANE, 22.1 M (72.5 FT) SLOPE DISTANCE SOUTH-SOUTHEAST OF SOUTH END OF
 AH4008'CONCRETE DRAINAGE DITCH, 57.3 M (188.0 FT) SLOPE DISTANCE
 AH4008'NORTH-NORTHEAST OF A METAL DROP INLET COVER, 0.7 M (2.3 FT) SOUTHEAST
 AH4008'OF A WITNESS POST--AND 16.2 MSWEST OF A 10-INCH OAK, 17.0 M (55.8 FT)
 AH4008'SOUTHWEST OF A 10-INCH OAK--BOTH WITH REFERENCE TAGS. MARK IS ABOUT
 AH4008'17-FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2777 ***********************************************************************
 EY2777  DESIGNATION -  BEST
 EY2777  PID         -  EY2777
 EY2777  STATE/COUNTY-  NC/WAYNE
 EY2777  USGS QUAD   -  LA GRANGE (1983)
 EY2777
 EY2777                         *CURRENT SURVEY CONTROL
 EY2777  ___________________________________________________________________
 EY2777* NAD 83(2001)-  35 21 13.01141(N)    077 52 02.76349(W)     ADJUSTED  
 EY2777* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 EY2777  ___________________________________________________________________
 EY2777  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EY2777  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EY2777  HORZ ORDER  -  SECOND
 EY2777
 EY2777.The horizontal coordinates were established by classical geodetic methods
 EY2777.and adjusted by the National Geodetic Survey in August 2005.
 EY2777
 EY2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2777
 EY2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2777
 EY2777.The geoid height was determined by GEOID03.
 EY2777
 EY2777;                    North         East     Units Scale Factor Converg.
 EY2777;SPC NC       -   178,476.206   712,529.125   MT  0.99987417   +0 39 13.3
 EY2777;SPC NC       -   585,550.69  2,337,689.30   sFT  0.99987417   +0 39 13.3
 EY2777;UTM  18      - 3,916,033.214   239,436.294   MT  1.00043678   -1 39 36.3
 EY2777
 EY2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2777!SPC NC       -   0.99999962  x   0.99987417  =   0.99987379
 EY2777!UTM  18      -   0.99999962  x   1.00043678  =   1.00043640
 EY2777
 EY2777:                Primary Azimuth Mark                     Grid Az
 EY2777:SPC NC       -  NATE                                     301 51 32.3
 EY2777:UTM  18      -  NATE                                     304 10 21.9
 EY2777
 EY2777|---------------------------------------------------------------------|
 EY2777| PID    Reference Object                     Distance      Geod. Az  |
 EY2777|                                                           dddmmss.s |
 EY2777| EY0773 NATE                                APPROX. 0.7 KM 3023045.6 |
 EY2777|---------------------------------------------------------------------|
 EY2777
 EY2777                          SUPERSEDED SURVEY CONTROL
 EY2777
 EY2777  NAD 83(1986)-  35 21 13.02080(N)    077 52 02.77180(W) AD(       ) 2
 EY2777  NAD 27      -  35 21 12.43519(N)    077 52 03.83437(W) AD(       ) 2
 EY2777  NGVD 29 (07/19/86)   38.1    (m)          125.     (f) VERT ANG    3  
 EY2777
 EY2777.Superseded values are not recommended for survey control.
 EY2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2777.See file dsdata.txt to determine how the superseded data were derived.
 EY2777
 EY2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3943616033(NAD 83)
 EY2777_MARKER: DE = TRAVERSE STATION DISK
 EY2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2777_STAMPING: BEST 1965
 EY2777_MARK LOGO: NCGS  
 EY2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2777+STABILITY: SURFACE MOTION
 EY2777
 EY2777  HISTORY     - Date     Condition        Report By
 EY2777  HISTORY     - 1965     MONUMENTED       NCGS
 EY2777  HISTORY     - 1976     MARK NOT FOUND   NCGS
 EY2777  HISTORY     - 1979     MARK NOT FOUND   USGS
 EY2777
 EY2777                          STATION DESCRIPTION
 EY2777
 EY2777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EY2777'BEST IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY2777'ESTABLISHED IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2777'
 EY2777'BEST IS 7.5 MILES ESE OF GOLDSBORO.  LOCATED 1.3 MILES NW
 EY2777'ALONG SR 1003 FROM INTERSECTION OF SR 1719 AND SR 1003 AT
 EY2777'BEST.  1.1 MILES SE OF T INTERSECTION OF SR 1713 AND
 EY2777'SR 1003.  ON S SIDE OF ATLANTIC CAROLINA RR.  AND IN CENTER
 EY2777'LINE OF FARM ROAD.
 EY2777'
 EY2777'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2777'BEST 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2777'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2777'
 EY2777'MARK IS
 EY2777'
 EY2777'52.0 FT S OF C/L OF SR 1003
 EY2777'
 EY2777'33.5 FT SW OF TP 668-1/2 WITH ALUMINUM REF. TAG
 EY2777'
 EY2777'5.6 FT S OF S RAIL
 EY2777'
 EY2777'17.4 FT NW OF TP WITH ALUMINUM REF. TAG
 EY2777'
 EY2777'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2777
 EY2777                          STATION RECOVERY (1976)
 EY2777
 EY2777'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2777'NOT RECOVERED.  MARK HAS BEEN COVERED OVER BY A 4 INCH LAYER OF
 EY2777'ASPHALT.
 EY2777
 EY2777                          STATION RECOVERY (1979)
 EY2777
 EY2777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (DVH)
 EY2777'REFERENCES HAVE BEEN REMOVED, BUT IF THE MARK WAS SET IN THE
 EY2777'CENTERLINE OF A FARM ROAD AS DESCRIBED IN THE DESCRIPTION, THEN
 EY2777'IT HAS BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9060 ***********************************************************************
 AF9060  DESIGNATION -  BEST
 AF9060  PID         -  AF9060
 AF9060  STATE/COUNTY-  NC/HYDE
 AF9060  USGS QUAD   -  NEW HOLLAND (1974)
 AF9060
 AF9060                         *CURRENT SURVEY CONTROL
 AF9060  ___________________________________________________________________
 AF9060* NAD 83(2001)-  35 26 22.74515(N)    076 11 49.25254(W)     ADJUSTED  
 AF9060* NAVD 88     -         1.4    (meters)       5.     (feet)  VERT ANG  
 AF9060  ___________________________________________________________________
 AF9060  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 AF9060  GEOID HEIGHT-         -38.23  (meters)                     GEOID03
 AF9060  HORZ ORDER  -  SECOND
 AF9060
 AF9060.The horizontal coordinates were established by classical geodetic methods
 AF9060.and adjusted by the National Geodetic Survey in August 2005.
 AF9060
 AF9060.The orthometric height was determined by vertical angle observations.
 AF9060
 AF9060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9060
 AF9060.The geoid height was determined by GEOID03.
 AF9060
 AF9060;                    North         East     Units Scale Factor Converg.
 AF9060;SPC NC       -   191,025.895   864,039.579   MT  0.99987795   +1 37 04.1
 AF9060;SPC NC       -   626,724.12  2,834,769.85   sFT  0.99987795   +1 37 04.1
 AF9060;UTM  18      - 3,922,458.628   391,355.286   MT  0.99974546   -0 41 38.9
 AF9060
 AF9060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9060!SPC NC       -   1.00000578  x   0.99987795  =   0.99988373
 AF9060!UTM  18      -   1.00000578  x   0.99974546  =   0.99975124
 AF9060
 AF9060                          SUPERSEDED SURVEY CONTROL
 AF9060
 AF9060  NAD 83(1986)-  35 26 22.75637(N)    076 11 49.25853(W) AD(       ) 2
 AF9060
 AF9060.Superseded values are not recommended for survey control.
 AF9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9060.See file dsdata.txt to determine how the superseded data were derived.
 AF9060
 AF9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9135522459(NAD 83)
 AF9060_MARKER: DE = TRAVERSE STATION DISK
 AF9060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9060_STAMPING: BEST 1982
 AF9060_MARK LOGO: NCGS  
 AF9060_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9060+STABILITY: SURFACE MOTION
 AF9060
 AF9060  HISTORY     - Date     Condition        Report By
 AF9060  HISTORY     - 1982     MONUMENTED       NCGS
 AF9060
 AF9060                          STATION DESCRIPTION
 AF9060
 AF9060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9060'STATION IS LOCATED ABOUT 19.6 KM (12.15 MI) WEST-SOUTHWEST OF
 AF9060'ENGLEHARD AND 12.7 KM (7.90 MI) EAST-NORTHEAST OF SWANQUARTER. ALONG
 AF9060'US 264 FOR 1.2 KM (0.75 MI) EAST FROM NC 94, IN THE SOUTH SHOULDER,
 AF9060'ACROSS FROM AND ON THE PROLONGATION OF THE WEST SIDE OF THE MAIN PART
 AF9060'OF A 1-STORY FRAME HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND.
 AF9060'LOCATED 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY--AND
 AF9060'35.2 M (115.5 FT) SOUTHEAST OF A TELEPHONE POLE (2248), 41.2 M (135.2
 AF9060'FT) SOUTHWEST OF A UTILITY POLE IN A YARD, 33.4 M (109.6 FT)
 AF9060'WEST-SOUTHWEST OF A TELEPHONE POLE, AND 33.6 M (110.2 FT) WEST OF A
 AF9060'POWER POLE (10) WITH A TRANSFORMER--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5492 ***********************************************************************
 AH5492  DESIGNATION -  BEST
 AH5492  PID         -  AH5492
 AH5492  STATE/COUNTY-  NC/CUMBERLAND
 AH5492  USGS QUAD   -  VANDER (1987)
 AH5492
 AH5492                         *CURRENT SURVEY CONTROL
 AH5492  ___________________________________________________________________
 AH5492* NAD 83(2001)-  35 00 25.92194(N)    078 49 12.93665(W)     ADJUSTED  
 AH5492* NAVD 88     -        35.0    (meters)     115.     (feet)  VERTCON   
 AH5492  ___________________________________________________________________
 AH5492  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 AH5492  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AH5492  HORZ ORDER  -  SECOND
 AH5492
 AH5492.The horizontal coordinates were established by classical geodetic methods
 AH5492.and adjusted by the National Geodetic Survey in August 2005.
 AH5492
 AH5492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5492
 AH5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5492
 AH5492.The geoid height was determined by GEOID03.
 AH5492
 AH5492;                    North         East     Units Scale Factor Converg.
 AH5492;SPC NC       -   139,476.226   626,005.951   MT  0.99988165   +0 06 13.5
 AH5492;SPC NC       -   457,598.25  2,053,821.19   sFT  0.99988165   +0 06 13.5
 AH5492;UTM  17      - 3,876,012.721   698,903.976   MT  1.00008762   +1 15 03.2
 AH5492
 AH5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5492!SPC NC       -   0.99999979  x   0.99988165  =   0.99988144
 AH5492!UTM  17      -   0.99999979  x   1.00008762  =   1.00008741
 AH5492
 AH5492                          SUPERSEDED SURVEY CONTROL
 AH5492
 AH5492  NAD 83(1986)-  35 00 25.92830(N)    078 49 12.94326(W) AD(       ) 2
 AH5492  NGVD 29 (11/23/98)   35.3    (m)          116.     (f) VERT ANG    3  
 AH5492
 AH5492.Superseded values are not recommended for survey control.
 AH5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5492.See file dsdata.txt to determine how the superseded data were derived.
 AH5492
 AH5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9890476013(NAD 83)
 AH5492_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5492_SP_SET: BRIDGE SIDEWALK
 AH5492_STAMPING: BEST 1985
 AH5492_MARK LOGO: NCGS  
 AH5492_PROJECTION: FLUSH
 AH5492_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5492+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 AH5492
 AH5492  HISTORY     - Date     Condition        Report By
 AH5492  HISTORY     - 1985     MONUMENTED       NCGS
 AH5492  HISTORY     - 20060510 GOOD             GEOCAC
 AH5492
 AH5492                          STATION DESCRIPTION
 AH5492
 AH5492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AH5492'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF VANDER, AND 7.6
 AH5492'KM (4.70 MI) SOUTHEAST OF FAYETTEVILLE. AT THE NC 53, NC 210 OVERPASS
 AH5492'OF I-95, IN THE BRIDGE SIDEWALK, AT THE EASTERNMOST EXPANSION JOINT.
 AH5492'MARK IS LEVEL WITH HIGHWAY (NC 53-NC 210). LOCATED 5.0 M (16.4 FT)
 AH5492'SOUTH-SOUTHWEST OF CENTERLINE OF NC 53 EAST BOUND LANES, 9.7 M (31.8
 AH5492'FT) NORTHWEST OF EAST END OF SOUTH BRIDGE RAIL, AND 0.6 M (2.0 FT)
 AH5492'NORTH-NORTHEAST OF BRIDGE RAIL.
 AH5492
 AH5492                          STATION RECOVERY (2006)
 AH5492
 AH5492'RECOVERY NOTE BY GEOCACHING 2006 (JIJ)
 AH5492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8262 ***********************************************************************
 AI8262  DESIGNATION -  BEST
 AI8262  PID         -  AI8262
 AI8262  STATE/COUNTY-  NC/WARREN
 AI8262  USGS QUAD   -  MACON (1970)
 AI8262
 AI8262                         *CURRENT SURVEY CONTROL
 AI8262  ___________________________________________________________________
 AI8262* NAD 83(2001)-  36 26 12.34994(N)    078 05 22.39200(W)     ADJUSTED  
 AI8262* NAVD 88     -       114.0    (meters)     374.     (feet)  VERTCON   
 AI8262  ___________________________________________________________________
 AI8262  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AI8262  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AI8262  HORZ ORDER  -  SECOND
 AI8262
 AI8262.The horizontal coordinates were established by classical geodetic methods
 AI8262.and adjusted by the National Geodetic Survey in August 2005.
 AI8262
 AI8262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8262
 AI8262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8262
 AI8262.The geoid height was determined by GEOID03.
 AI8262
 AI8262;                    North         East     Units Scale Factor Converg.
 AI8262;SPC NC       -   298,440.585   691,241.339   MT  1.00008659   +0 31 31.7
 AI8262;SPC NC       -   979,133.82  2,267,847.63   sFT  1.00008659   +0 31 31.7
 AI8262;UTM  17      - 4,036,331.228   760,890.926   MT  1.00043868   +1 43 46.5
 AI8262
 AI8262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8262!SPC NC       -   0.99998735  x   1.00008659  =   1.00007394
 AI8262!UTM  17      -   0.99998735  x   1.00043868  =   1.00042603
 AI8262
 AI8262                          SUPERSEDED SURVEY CONTROL
 AI8262
 AI8262  NAD 83(1986)-  36 26 12.34753(N)    078 05 22.40240(W) AD(       ) 2
 AI8262  NGVD 29 (08/31/00)  114.3    (m)          375.     (f) VERT ANG    3  
 AI8262
 AI8262.Superseded values are not recommended for survey control.
 AI8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8262.See file dsdata.txt to determine how the superseded data were derived.
 AI8262
 AI8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6089136331(NAD 83)
 AI8262_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8262_STAMPING: BEST 1984
 AI8262_MARK LOGO: NCGS  
 AI8262_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8262+STABILITY: SURFACE MOTION
 AI8262
 AI8262  HISTORY     - Date     Condition        Report By
 AI8262  HISTORY     - 1984     MONUMENTED       NCGS
 AI8262
 AI8262                          STATION DESCRIPTION
 AI8262
 AI8262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8262'THE STATION IS LOCATED IN MACON. ALONG US 158 FOR 0.4 KM (0.25 MI)
 AI8262'SOUTHWEST FROM THE US POST OFFICE IN MACON, IN THE WEST QUAD OF SR
 AI8262'1316 INTERSECTION. THE STATION IS A STANDARD NCGS DISK STAMPED---BEST
 AI8262'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AI8262'DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED 5.09 M (16.7 FT)
 AI8262'NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 18.46 M (60.6 FT)
 AI8262'SOUTHWEST FROM THE CENTERLINE OF THE ROAD, 1.83 M (6.0 FT) SOUTHEAST
 AI8262'FROM THE NORTH END OF A HIGHWAY CULVERT, 14.90 M (48.9 FT) SOUTH FROM
 AI8262'THE WEST END OF THE SR 1316 CULVERT, 17.13 M (56.2 FT) EAST-NORTHEAST
 AI8262'FROM THE BASE OF A BEST WESTERN MOTEL SIGN POST, 33.04 M (108.2 FT)
 AI8262'EAST-NORTHEAST FROM TELEPHONE JUNCTION BOX NO E158R1105--AND 22.10 M
 AI8262'(72.5 FT) EAST FROM A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0776 ***********************************************************************
 EY0776  DESIGNATION -  BESTON
 EY0776  PID         -  EY0776
 EY0776  STATE/COUNTY-  NC/WAYNE
 EY0776  USGS QUAD   -  LA GRANGE (1983)
 EY0776
 EY0776                         *CURRENT SURVEY CONTROL
 EY0776  ___________________________________________________________________
 EY0776* NAD 83(2001)-  35 20 25.85208(N)    077 50 54.64404(W)     ADJUSTED  
 EY0776* NAVD 88     -        37.735  (meters)     123.80   (feet)  ADJUSTED  
 EY0776  ___________________________________________________________________
 EY0776  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EY0776  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EY0776  DYNAMIC HT  -          37.701 (meters)     123.69  (feet)  COMP
 EY0776  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 EY0776
 EY0776  HORZ ORDER  -  FIRST
 EY0776  VERT ORDER  -  FIRST     CLASS I
 EY0776
 EY0776.The horizontal coordinates were established by classical geodetic methods
 EY0776.and adjusted by the National Geodetic Survey in August 2005.
 EY0776
 EY0776.The orthometric height was determined by differential leveling
 EY0776.and adjusted in June 1991.
 EY0776
 EY0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0776
 EY0776.The geoid height was determined by GEOID03.
 EY0776
 EY0776.The dynamic height is computed by dividing the NAVD 88
 EY0776.geopotential number by the normal gravity value computed on the
 EY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0776.degrees latitude (g = 980.6199 gals.).
 EY0776
 EY0776.The modeled gravity was interpolated from observed gravity values.
 EY0776
 EY0776;                    North         East     Units Scale Factor Converg.
 EY0776;SPC NC       -   177,042.886   714,265.548   MT  0.99987379   +0 39 52.6
 EY0776;SPC NC       -   580,848.20  2,343,386.22   sFT  0.99987379   +0 39 52.6
 EY0776;UTM  18      - 3,914,530.131   241,114.377   MT  1.00042604   -1 38 54.9
 EY0776
 EY0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0776!SPC NC       -   0.99999963  x   0.99987379  =   0.99987342
 EY0776!UTM  18      -   0.99999963  x   1.00042604  =   1.00042567
 EY0776
 EY0776:                Primary Azimuth Mark                     Grid Az
 EY0776:SPC NC       -  BESTON RM 1 AZIMUTH                      002 50 54.6
 EY0776:UTM  18      -  BESTON RM 1 AZIMUTH                      005 09 42.1
 EY0776
 EY0776|---------------------------------------------------------------------|
 EY0776| PID    Reference Object                     Distance      Geod. Az  |
 EY0776|                                                           dddmmss.s |
 EY0776| EY4394 BESTON RM 1 AZIMUTH                                0033047.2 |
 EY0776| EY2783 MILL                                322.289 METERS 03416     |
 EY0776| EY2484 KINSTON CASWELL TNG SCH TANK        APPROX.22.3 KM 1081246.1 |
 EY0776| EY2485 KINSTON MUN POWER PLANT STACK       APPROX.24.7 KM 1093006.6 |
 EY0776| EY2781 LA GRANGE MUNICIPAL TANK            APPROX. 5.6 KM 1261814.6 |
 EY0776| EY4395 BESTON RM 2                          54.876 METERS 18752     |
 EY0776| EY2794 GARRIS                              379.651 METERS 19730     |
 EY0776| EY0777 BESTON RM 4                          29.444 METERS 20944     |
 EY0776| EY0778 BESTON RM 3                          48.936 METERS 28641     |
 EY0776| EY2857 GOLDSBORO ST PAUL METH CHURCH       APPROX.14.1 KM 2883828.1 |
 EY0776| EY2854 GOLDSBORO DURHAM MILLS TANK         APPROX.14.3 KM 2905055.5 |
 EY0776| EY2853 GOLDSBORO ALUM STANDPIPE            APPROX.14.7 KM 2924902.7 |
 EY0776| EY2855 GOLDSBORO FARMERS WHSE TANK         APPROX.14.6 KM 2942438.6 |
 EY0776| EY2797 BESTON AZ MK                        APPROX. 0.8 KM 3265559.8 |
 EY0776|---------------------------------------------------------------------|
 EY0776
 EY0776                          SUPERSEDED SURVEY CONTROL
 EY0776
 EY0776  NAD 83(1986)-  35 20 25.86153(N)    077 50 54.65238(W) AD(       ) 1
 EY0776  NAD 27      -  35 20 25.27500(N)    077 50 55.71802(W) AD(       ) 1
 EY0776  NGVD 29 (??/??/92)   38.065  (m)          124.88   (f) ADJ UNCH    1 1
 EY0776
 EY0776.Superseded values are not recommended for survey control.
 EY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0776.See file dsdata.txt to determine how the superseded data were derived.
 EY0776
 EY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4111414530(NAD 83)
 EY0776_MARKER: DS = TRIANGULATION STATION DISK
 EY0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0776_STAMPING: BESTON 1933
 EY0776_MARK LOGO: CGS   
 EY0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0776+STABILITY: SURFACE MOTION
 EY0776
 EY0776  HISTORY     - Date     Condition        Report By
 EY0776  HISTORY     - 1933     MONUMENTED       CGS
 EY0776  HISTORY     - 1949     GOOD             CGS
 EY0776  HISTORY     - 1964     GOOD             NCGS
 EY0776  HISTORY     - 1967     GOOD             USE
 EY0776  HISTORY     - 1968     GOOD             CGS
 EY0776  HISTORY     - 1968     GOOD             CGS
 EY0776  HISTORY     - 1968     GOOD             NGS
 EY0776  HISTORY     - 1976     GOOD             NCGS
 EY0776  HISTORY     - 1978     GOOD             DOD
 EY0776  HISTORY     - 1985     GOOD             NGS
 EY0776  HISTORY     - 19850606 GOOD             NGS
 EY0776  HISTORY     - 20041225 GOOD             GEOCAC
 EY0776
 EY0776                          STATION DESCRIPTION
 EY0776
 EY0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY0776'STATION IS 8-3/4 MILES EAST-SOUTHEAST OF GOLDSBORO, 4 MILES
 EY0776'WEST-NORTHWEST OF LAGRANGE, AND ONE-FOURTH MILE SOUTH OF BESTON
 EY0776'RAILROAD STATION, ON GROUNDS OF THE ZION CHURCH.  TO REACH FROM
 EY0776'GOLDSBORO OR LAGRANGE, GO EAST ON ROUTE 70 ABOUT 9-1/2 MILES
 EY0776'FROM GOLDSBORO OR 3.35 MILES BEYOND CROSSING OF WALNUT CREEK.  OR
 EY0776'GO WEST ON ROUTE 70 ABOUT 4 MILES FROM LAGRANGE OR ONE-FOURTH
 EY0776'MILE BEYOND WAYNE-LENOIR COUNTY LINE TO DIRT CROSSROAD WITH ARROW
 EY0776'SIGN BESTS 2 MILES.  FOLLOW THIS NORTH ROAD 1.6 MILES TO ZION
 EY0776'CHURCH ON EAST SIDE OF ROAD.  THIS POINT IS REACHED ONE-FOURTH
 EY0776'MILE BEFORE CROSSING RAILROAD.  STATION IS 40 FEET WEST OF
 EY0776'SOUTHWEST CORNER AND 54.7 FEET SOUTHWEST OF NORTHWEST CORNER
 EY0776'OF CHURCH, AND 57 FEET NORTH OF SIGN ZION IN FRONT OF CHURCH
 EY0776'WHICH IS 10 FEET NORTHEAST OF CENTER LINE OF THE ROAD.  SURFACE
 EY0776'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 EY0776'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 EY0776'DISKS IN CONCRETE.  NO. 1 IS 8 METERS (26 FEET) EAST
 EY0776'OF CENTER LINE OF ROAD, ABOUT 200 YARDS NORTH OF RAILROAD GRADE
 EY0776'CROSSING AT TOWN OF BESTS, 12 METERS (39 FEET) WEST OF WEST
 EY0776'END OF FEED MILL BELONGING TO H. B. EASON, 11 METERS (36 FEET)
 EY0776'SOUTH OF SMALL STORE ALSO BELONGING TO H. B. EASON, AND
 EY0776'APPROXIMATELY 0.3 MILE FROM STATION N 3 DEG 31 MIN E.
 EY0776'NO. 2 IS 71 FEET NORTH OF CENTER LINE OF DIRT ROAD, 3
 EY0776'FEET SOUTH OF REINFORCED TELEPHONE POLE, AND 180.98 FEET FROM
 EY0776'STATION.  NO. 3 IS 25.3 FEET SOUTH OF
 EY0776'SOUTHEAST CORNER OF NEGRO HOUSE ON WEST SIDE OF ROAD, 46 FEET
 EY0776'SOUTH OF CENTER LINE OF CHIMNEY ON EAST SIDE OF HOUSE, 8 FEET
 EY0776'WEST OF FENCE LINE CORNER, AND 160.43 FEET FROM STATION.
 EY0776'THE HOLLY HILL CHURCH SPIRE IS 0.15 MILE
 EY0776'FROM STATION S 14 DEG 20 MIN W.
 EY0776
 EY0776                          STATION RECOVERY (1949)
 EY0776
 EY0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EY0776'STATION WAS RECOVERED AS DESCRIBED.  R.M. NO. 2 AND R.M. NO. 3 WERE
 EY0776'LOCATED BUT R.M. NO. 1 HAD BEEN DESTROYED.  A NEW MARK WAS SET BY
 EY0776'THIS PARTY WHICH IS THE AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION
 EY0776'FOLLOWS.
 EY0776'
 EY0776'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GOLDSBORO.  IT IS
 EY0776'60 FEET EAST OF THE CENTER OF A PAVED ROAD, 55 FEET SOUTHWEST OF
 EY0776'THE NORTHWEST CORNER OF A CHURCH AND 8 FEET WEST OF A WHITE WITNESS
 EY0776'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BESTON
 EY0776'1933.
 EY0776'
 EY0776'REFERENCE MARK NO. 2 IS 180.04 FEET SOUTH OF THE STATION.  IT IS
 EY0776'65 FEET EAST OF THE CENTER OF PAVED ROAD.  THE MARK PROJECTS 2
 EY0776'INCHES AND THE DISK IS STAMPED BESTON NO 2 1933.
 EY0776'
 EY0776'REFERENCE MARK NO. 3 IS 160.55 FEET NORTHWEST OF THE STATION.  IT
 EY0776'IS 101 FEET WEST OF THE CENTER OF PAVED ROAD AND 23 FEET NORTHWEST
 EY0776'OF THE NORTHWEST CORNER OF A FRAME BUILDING.  THE MARK PROJECTS
 EY0776'6 INCHES AND THE DISK IS STAMPED BESTON NO 3 1933.
 EY0776'
 EY0776'AZIMUTH MARK IS 0.4 MILE NORTHWEST OF THE STATION.  IT IS 21 FEET
 EY0776'SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET EAST OF A TELEPHONE
 EY0776'POLE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 EY0776'2 INCHES AND THE DISK IS STAMPED BESTON 1949.
 EY0776'
 EY0776'TO REACH THE STATION FROM THE JUNCTION OF NORTH CENTER STREET
 EY0776'AND U.S. HIGHWAY NO. 70 IN GOLDSBORO, GO EAST ON U.S. HIGHWAY
 EY0776'NO. 70 FOR 10.2 MILE TO A PAVED CROSSROAD, TURN LEFT ON PAVED ROAD
 EY0776'AND GO NORTH FOR 1.8 MILES TO THE STATION ON THE RIGHT AS
 EY0776'DESCRIBED, CONTINUE ON PAVED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK
 EY0776'ON THE LEFT.
 EY0776
 EY0776                          STATION RECOVERY (1964)
 EY0776
 EY0776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1964 (WCF)
 EY0776'BESTON 1933 GOOD
 EY0776'
 EY0776'RM 2 DESTROYED
 EY0776'
 EY0776'RM 3 GOOD
 EY0776'
 EY0776'AZ. MARK 1949 GOOD
 EY0776
 EY0776                          STATION RECOVERY (1967)
 EY0776
 EY0776'RECOVERY NOTE BY US ENGINEERS 1967
 EY0776'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK
 EY0776'STAMPED BESTON 1933 SET IN A CONCRETE MONUMENT FLUSH WITH THE
 EY0776'GROUND.
 EY0776'
 EY0776'STATION IS LOCATED 60 FT E OF THE CENTER OF A PAVED ROAD, 55 FT
 EY0776'SW OF THE NW CORNER OF JACKSONS CHAPEL CHURCH, AND 8 FT W OF A
 EY0776'WHITE WITNESS POST.
 EY0776'
 EY0776'TO REACH STATION GO 10 MILES SE OF GOLDSBORO ALONG N.C. 1719 TO
 EY0776'STATION SITE.
 EY0776'
 EY0776'R.M. 3 IS THE CENTER OF A STANDARD USC AND GS BRONZE REFERENCE
 EY0776'DISK SET IN A CONCRETE MONUMENT PROJECTING 6 IN ABOVE THE
 EY0776'GROUND.  TO LOCATE R.M. 3 GO 160.55 FT NW OF THE STATION, 101 FT
 EY0776'W OF THE CENTER OF A PAVED ROAD, AND 23 FT NW OF THE NW CORNER OF
 EY0776'A FRAME BUILDING.  IT IS STAMPED BESTON 3 1933.
 EY0776
 EY0776                          STATION RECOVERY (1968)
 EY0776
 EY0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCB)
 EY0776'STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS DESCRIBED
 EY0776'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 EY0776'NOT RECOVERED.  A UTILITY POLE IS DIRECTLY ON LINE TO REFERENCE
 EY0776'MARK NO. 3 AND NO OTHER OBJECT IS VISIBLE FOR AN INITIAL FOR
 EY0776'OBSERVING THE DIRECTION TO REFERENCE MARK NO. 4.
 EY0776'
 EY0776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY0776'AT BESTON.
 EY0776
 EY0776                          STATION RECOVERY (1968)
 EY0776
 EY0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 EY0776'THE STATION MARK, STAMPED BESTON 1933, IS ABOUT 4.4 MILES NORTHWEST
 EY0776'ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY RAILROAD FROM THE
 EY0776'STATION AT LA GRANGE, THENCE 0.2 MILE SOUTH ALONG SECONDARY ROAD
 EY0776'1719, 59 FEET EAST OF THE CENTERLINE OF THE ROAD, 60 FEET
 EY0776'SOUTHWEST OF THE SOUTHWEST CORNER OF THE JACKSON CHAPEL CHURCH,
 EY0776'46-1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE,
 EY0776'30 FEET EAST OF UNDERGROUND TELEPHONE CABLE JUNCTION BOX NUMBER
 EY0776'19, 30 FEET NORTHEAST OF A 26-INCH OAK TREE, ABOUT 1-1/2 FEET
 EY0776'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EY0776'WHICH PROJECTS 3 INCHES.
 EY0776'
 EY0776'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 EY0776'
 EY0776'R.M. 3, STAMPED BESTON NO 3 1933, IS 160.55 FEET WEST AND ACROSS
 EY0776'THE ROAD FROM THE STATION MARK, 100 FEET WEST OF THE CENTERLINE OF
 EY0776'THE ROAD, 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 EY0776'HOUSE, 54-1/2 FEET WEST OF A 12-INCH OAK TREE, ABOUT LEVEL WITH
 EY0776'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EY0776'4 INCHES.
 EY0776'
 EY0776'R.M. 4, STAMPED BESTON 1933 NO 4 1968, IS 96.75 FEET SOUTH OF
 EY0776'THE STATION MARK, 26-1/2 FEET EAST OF THE CENTERLINE OF THE ROAD,
 EY0776'87 FEET SOUTH OF UNDERGROUND TELEPHONE CABLE JUNCTION BOX NUMBER
 EY0776'19, 67 FEET SOUTH OF A 26-INCH OAK TREE, 63-1/2 FEET SOUTHWEST OF
 EY0776'THE SOUTHWEST CORNER OF A FRAME HOUSE, 1.8 FEET NORTH OF A METAL
 EY0776'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 EY0776'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 EY0776'
 EY0776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY0776'4.6 MILES NORTHWEST.
 EY0776
 EY0776                          STATION RECOVERY (1968)
 EY0776
 EY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0776'4.6 MI NW FROM LA GRANGE.
 EY0776'ABOUT 4.4 MILES NORTHWEST ALONG THE ATLANTIC AND EAST CAROLINA
 EY0776'RAILWAY RAILROAD FROM THE STATION AT LA GRANGE, THENCE 0.2 MILE
 EY0776'SOUTH ALONG SECONDARY ROAD 1719, 59 FEET EAST OF THE CENTERLINE OF
 EY0776'THE ROAD, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE JACKSON
 EY0776'CHAPEL CHURCH, 46 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EY0776'A FRAME HOUSE, 30 FEET EAST OF UNDERGROUND TELEPHONE CABLE JUNCTION
 EY0776'BOX NUMBER 19, 30 FEET NORTHEAST OF A 26-INCH OAK TREE, 160.55
 EY0776'FEET EAST AND ACROSS THE ROAD FROM BESTON R.M. 3, 96.75 FEET
 EY0776'NORTH OF BESTON R.M. 4, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 EY0776'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 EY0776
 EY0776                          STATION RECOVERY (1976)
 EY0776
 EY0776'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (CEH)
 EY0776'THE STATION MARK, RM 4 AND THE AZIMUTH MARK WERE RECOVERED AS
 EY0776'DESCRIBED IN 1968.  RM 3 WAS FOUND DESTROYED.  THE DISTANCE TO
 EY0776'RM 4 WAS FOUND SHORTER BY 0.15 FEET.  GARRIS (NCGS) WAS ESTABLISHED
 EY0776'AT THIS TIME.
 EY0776'
 EY0776'GARRIS, IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GARRIS
 EY0776'1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EY0776'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5 FT W OF
 EY0776'C/L OF SR 1719, 8.1 FT S OF PP WITH ALUMINUM REF. TAG, 142.2 FT
 EY0776'S OF BOUNDARY MARKER, 153.7 FT N OF BOUNDARY MARKER, 87.3 FT W
 EY0776'OF 30 INCH OAK WITH ALUMINUM REF. TAG IN CHURCH YARD, AND 60.3
 EY0776'FT NE OF 10 INCH OAK WITH ALUMINUM REF. TAG.
 EY0776'
 EY0776'TO REACH GARRIS FROM THE STATION, PROCEED SOUTH ALONG SR 1719
 EY0776'FOR 0.25 MILE TO THE MARK ON RIGHT BY PP AS DESCRIBED.
 EY0776'
 EY0776'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EY0776'
 EY0776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY0776'4.4 MILES NW OF LA GRANGE.
 EY0776
 EY0776                          STATION RECOVERY (1978)
 EY0776
 EY0776'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0776'RECOVERED IN GOOD CONDITION.
 EY0776
 EY0776                          STATION RECOVERY (1985)
 EY0776
 EY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EY0776'0.08 KILOMETERS (0.05 MI) NORTH ALONG WILLIAM ST. FROM THE POST
 EY0776'OFFICE IN GOLDSBORO, TO THE INTERSECTION WITH U.S. HIGHWAYS 70 AND
 EY0776'117 BUSINESS ROUTES. THENCE RIGHT ON U.S. 70 FOR 7.28 KILOMETERS
 EY0776'(4.55 MI) TO THE INTERSECTION WITH U.S. 70 BY PASS, THENCE
 EY0776'SOUTHEASTERLY ON U.S. 70 FOR 8.48 KILOMETERS (5.3 MI) TO A CROSSROAD,
 EY0776'THENCE LEFT, NORTHERLY ON STATE ROAD 1719 FOR 2.64 KILOMETERS (1.65
 EY0776'MI) TO THE JACKSON CHAPEL CHURCH AND THE MARK, 19.1 METERS (62.66 FT)
 EY0776'SOUTHWEST OF THE CENTER OF THE FRONT DOORS OF THE CHURCH, 4.95 METERS
 EY0776'(16.24 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CENDER BLOCK
 EY0776'WATER-WELL HOUSE, 18.1 METERS (59.38 FT) EAST OF THE CENTERLINE OF
 EY0776'STATE ROAD 1719, 14.18 METERS (46.52 FT) NORTHWEST OF A 1-STORY FRAME
 EY0776'DWELLING AND 9.4 METERS (30.84 FT) NORTHWEST OF THE CENTER OF A
 EY0776'40-INCH OAK TREE WITH A REFERENCE TAG.
 EY0776
 EY0776                          STATION RECOVERY (1985)
 EY0776
 EY0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 EY0776'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 EY0776'CONDITION.  REFERENCE MARK 3 WAS RECOVERED WITH THE TOP OF THE MARK
 EY0776'BROKEN OFF AND THE DISK WAS CLAIMED AT THIS TIME.  REFERENCE MARK 5
 EY0776'WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE
 EY0776'SHORTER BY 0.15 FT (4.57 CM) WHEN COMPARED TO THE 1968 RECOVERY NOTE.
 EY0776'THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS
 EY0776'BELIEVED TO BE DESTROYED BY ROAD IMPROVEMENTS.  A NEW DESCRIPTION
 EY0776'FOLLOWS.  THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) EAST-SOUTHEAST
 EY0776'OF GOLDSBORO, 7.2 KM (4.45 MI) NORTHWEST OF LA GRANGE AND 0.4 KM (0.25
 EY0776'MI) SOUTH OF THE RAILROAD CROSSING IN THE VILLAGE OF BESTON, IN THE
 EY0776'SOUTHEAST CORNER OF THE JACKSON CHAP CHURCH GROUNDS.
 EY0776'OWNERSHIP--JACKSON CHAPEL CHURCH.  TO REACH THE STATION FROM THE POST
 EY0776'OFFICE IN GOLDSBORO, GO NORTH ON WILLIAM ST FOR 0.08 KM (0.05 MI) TO
 EY0776'ASH ST AND THE INTERSECTION WITH U.S HIGHWAY 70 BUSINESS ROUTE.  TURN
 EY0776'RIGHT AND GO SOUTHEASTERLY ON U.S 70 FOR 7.28 KM (4.50 MI) TO THE
 EY0776'INTERSCTION WITH U.S HIGHWAY 70 BY PASS.  CONTINUE SOUTHEAST ON U.S
 EY0776'HIGHWAY 70 FOR 8.48 KM (5.25 MI) TO A CROSS ROAD, SR 1719, TURN LEFT
 EY0776'AND GO NORTH ON SR 1719 FOR 2.64 KM (1.65 MI) TO THE MARK ON THE
 EY0776'RIGHT.
 EY0776' 
 EY0776'THE STATION IS A STAMPED CGS DISK STAMPED---BESTON 1933---, SET INTO
 EY0776'THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, PROJECTING
 EY0776'10 CM ABOVE THE GROUND, JACKSON CHAPEL CH. THE STATION IS LOCATED 0.35
 EY0776'METERS (1.15 FT) WEST FROM A WITNESS POST, 14.18 METERS (46.52 FT)
 EY0776'NORTHWEST FROM NORTHWEST CORNER OF A 1-STORY FRAME DWELLING, 19.1
 EY0776'METERS (62.7 FT) SOUTHWEST FROM THE FRONT DOOR OF THE CHURCH, 18.1
 EY0776'METERS (59.4 FT) EAST FROM THE C/L OF SR 1719, 4.95 METERS (16.24 FT)
 EY0776'SOUTHEAST FROM THE SOUTHEAST CORNER OF CINDER BLOCK WELL HOUSE, 9.4
 EY0776'METERS (30.8 FT) NORTHWEST FROM A 40-INCH OAK TREE WITH A REFERENCE
 EY0776'TAG.  REFERENCE MARK NO 4, IS A STAMPED CGS DISK STAMPED---BENSON NO 4
 EY0776'1968---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 EY0776'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EY0776'19.45 METERS (63.81 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF WOOD
 EY0776'DWELLING, 20.6 METERS (67.6 FT) NORTHWEST FROM NORTHWEST CORNER OF A
 EY0776'BRICK DWELLING, 8.3 METERS (27.2 FT) EAST FROM THE C/L SR 1719, 0.6
 EY0776'METERS (2.0 FT) NORTH FROM A WITNESS POST.  REFERENCE MARK NO 5, IS A
 EY0776'STANDARD NGS DISK STAMPED----BENSON 1933 NO 5 1985---, SET INTO THE
 EY0776'TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN DIAMETER, FLUSH WITH
 EY0776'GROUND.  THE STATION IS LOCATED 1.1 METERS (3.6 FT) SOUTH FROM THE
 EY0776'SOUTHWEST CORNER OF SOUTH WING OF CHURCH, 15.21 METERS (49.90 FT)
 EY0776'NORTH FROM THE NORTHWEST CORNER OF FRAME DWELLING, 38.8 METERS (127.3
 EY0776'FT) EAST FR4OM THE C/L OF SR 1719.
 EY0776
 EY0776                          STATION RECOVERY (2004)
 EY0776
 EY0776'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EY0776'STATION BESTON RECOVERED IN YARD OF JACKSON CHAPEL A.M.E. ZION CHURCH,
 EY0776'60 FEET SOUTHWEST OF SW CORNER OF SANCTUARY, AND 46 FT NW OF 1-STORY
 EY0776'FRAME DWELLING. WELL HOUSE AND WITNESS POST NOT FOUND. MARK PROJECTS 2
 EY0776'INCHES ABOVE GROUND.
 EY0776' 
 EY0776'RM1 REPORTED DESTROYED IN 1949 AND NOT SEARCHED FOR.
 EY0776' 
 EY0776'RM2 REPORTED DESTROYED IN 1964 AND NOT SEARCHED FOR.
 EY0776' 
 EY0776'RM3 REPORTED DESTROYED IN 1976 AND NOT SEARCHED FOR.
 EY0776' 
 EY0776'GARRIS (MONUMENTED IN 1976) FOUND AS DESCRIBED. SEE ADDITIONAL INFO AT
 EY0776'EY-2794. MARK PROJECTS SIX INCHES ABOVE GROUND.
 EY0776' 
 EY0776'RM4 FOUND AS DESCRIBED. WITNESS POST OKAY. MARK PROJECTS 2 INCHES
 EY0776'ABOVE GROUND.
 EY0776' 
 EY0776'RM5 RECOVERED 3.6 FT SOUTH OF SOUTHWEST CORNER OF SOUTH WING OF
 EY0776'CHURCH. DELETE REFERENCE TO WOOD FRAME DWELLING. ADDITIONAL INFO. 15
 EY0776'FT NORTH OF A LARGE OAK TREE. 69 FEET EAST OF STATION BESTON. MARK IS
 EY0776'5 CM BELOW SURFACE OF GROUND.
 EY0776' 
 EY0776'BESTON AZ MARK APPEARS TO BE BURIED UNDER RECENT BANKING AND CLEARING
 EY0776'OF DITCH. CORRECTED DIRECTIONS. FROM US-70, PROCEED NORTH ALONG SR1719
 EY0776'TO A RAILROAD CROSSING. JUST NORTH OF TRACKS, TURN LEFT ON A PAVED
 EY0776'ROAD AND PROCEED APPROX .4 MILE TO STATION ON LEFT, BETWEEN ROAD AND
 EY0776'RAILROAD TRACK, 2 FT EAST OF A TELEPHONE POLE WITH ALUM REF TAG.
 EY0776' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2797 ***********************************************************************
 EY2797  DESIGNATION -  BESTON AZ MK
 EY2797  PID         -  EY2797
 EY2797  STATE/COUNTY-  NC/WAYNE
 EY2797  USGS QUAD   -  LA GRANGE (1983)
 EY2797
 EY2797                         *CURRENT SURVEY CONTROL
 EY2797  ___________________________________________________________________
 EY2797* NAD 83(2001)-  35 20 47.18143(N)    077 51 11.59338(W)     ADJUSTED  
 EY2797* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 EY2797  ___________________________________________________________________
 EY2797  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 EY2797  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EY2797  HORZ ORDER  -  SECOND
 EY2797
 EY2797.The horizontal coordinates were established by classical geodetic methods
 EY2797.and adjusted by the National Geodetic Survey in August 2005.
 EY2797
 EY2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2797
 EY2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2797
 EY2797.The geoid height was determined by GEOID03.
 EY2797
 EY2797;                    North         East     Units Scale Factor Converg.
 EY2797;SPC NC       -   177,695.146   713,830.028   MT  0.99987395   +0 39 42.8
 EY2797;SPC NC       -   582,988.16  2,341,957.35   sFT  0.99987395   +0 39 42.8
 EY2797;UTM  18      - 3,915,199.808   240,705.314   MT  1.00042865   -1 39 05.6
 EY2797
 EY2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2797!SPC NC       -   0.99999978  x   0.99987395  =   0.99987373
 EY2797!UTM  18      -   0.99999978  x   1.00042865  =   1.00042843
 EY2797
 EY2797:                Primary Azimuth Mark                     Grid Az
 EY2797:SPC NC       -  BESTON                                   146 16 07.2
 EY2797:UTM  18      -  BESTON                                   148 34 55.6
 EY2797
 EY2797|---------------------------------------------------------------------|
 EY2797| PID    Reference Object                     Distance      Geod. Az  |
 EY2797|                                                           dddmmss.s |
 EY2797| EY0776 BESTON                              APPROX. 0.8 KM 1465550.0 |
 EY2797|---------------------------------------------------------------------|
 EY2797
 EY2797                          SUPERSEDED SURVEY CONTROL
 EY2797
 EY2797  NAD 83(1986)-  35 20 47.19090(N)    077 51 11.60168(W) AD(       ) 2
 EY2797  NAD 27      -  35 20 46.60586(N)    077 51 12.66488(W) AD(       ) 2
 EY2797  NGVD 29 (07/19/86)   37.1    (m)          122.     (f) VERT ANG    3  
 EY2797
 EY2797.Superseded values are not recommended for survey control.
 EY2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2797.See file dsdata.txt to determine how the superseded data were derived.
 EY2797
 EY2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4070515200(NAD 83)
 EY2797_MARKER: DZ = AZIMUTH MARK DISK
 EY2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2797
 EY2797  HISTORY     - Date     Condition        Report By
 EY2797  HISTORY     - 1976     MONUMENTED       CGS
 EY2797  HISTORY     - 20041225 MARK NOT FOUND   GEOCAC
 EY2797
 EY2797                          STATION DESCRIPTION
 EY2797
 EY2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1976
 EY2797'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF GOLDSBORO.  TO REACH
 EY2797'THE STATION FROM THE JUNCTION OF NORTH CENTER STREET AND U.S. HIGHWAY
 EY2797'NO. 70 IN GOLDSBORO, GO EAST ON U.S. HIGHWAY NO. 70 FOR 10.2 MILES
 EY2797'TO A PAVED CROSSROAD,TURN LEFT ON PAVED ROAD AND GO NORTH FOR 2.35
 EY2797'MILES TO THE STATION ON THE LEFT.  THE AZIMUTH MARK IS 21 FEET SOUTH
 EY2797'OF THE CENTER OF A PAVED ROAD, 2 FEET EAST OF A TELEPHONE POLE AND 1
 EY2797'FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 EY2797'DISK IS STAMPED BESTON 1949.
 EY2797
 EY2797                          STATION RECOVERY (2004)
 EY2797
 EY2797'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EY2797'MARK APPEARS TO BE BURIED UNDER RECENT BANKING AND CLEARING OF DITCH.
 EY2797'CORRECTED DIRECTIONS. FROM US-70, PROCEED NORTH ALONG SR1719 TO A
 EY2797'RAILROAD CROSSING. JUST NORTH OF TRACKS, TURN LEFT ON A PAVED ROAD AND
 EY2797'PROCEED APPROX .4 MILE TO STATION ON LEFT, BETWEEN ROAD AND RAILROAD
 EY2797'TRACK, 2 FT EAST OF A TELEPHONE POLE WITH ALUM REF TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0777 ***********************************************************************
 EY0777  DESIGNATION -  BESTON RM 4
 EY0777  PID         -  EY0777
 EY0777  STATE/COUNTY-  NC/WAYNE
 EY0777  USGS QUAD   -  LA GRANGE (1983)
 EY0777
 EY0777                         *CURRENT SURVEY CONTROL
 EY0777  ___________________________________________________________________
 EY0777* NAD 83(1986)-  35 20 26.     (N)    077 50 54.     (W)     SCALED    
 EY0777* NAVD 88     -        37.871  (meters)     124.25   (feet)  ADJUSTED  
 EY0777  ___________________________________________________________________
 EY0777  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EY0777  DYNAMIC HT  -          37.837 (meters)     124.14  (feet)  COMP
 EY0777  MODELED GRAV-     979,747.7   (mgal)                       NAVD 88
 EY0777
 EY0777  VERT ORDER  -  FIRST     CLASS I
 EY0777
 EY0777.The horizontal coordinates were scaled from a topographic map and have
 EY0777.an estimated accuracy of +/- 6 seconds.
 EY0777
 EY0777.The orthometric height was determined by differential leveling
 EY0777.and adjusted in June 1991.
 EY0777
 EY0777.The geoid height was determined by GEOID03.
 EY0777
 EY0777.The dynamic height is computed by dividing the NAVD 88
 EY0777.geopotential number by the normal gravity value computed on the
 EY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0777.degrees latitude (g = 980.6199 gals.).
 EY0777
 EY0777.The modeled gravity was interpolated from observed gravity values.
 EY0777
 EY0777;                    North         East    Units  Estimated Accuracy
 EY0777;SPC NC       -   177,050.      714,280.      MT  (+/- 180 meters Scaled)
 EY0777
 EY0777                          SUPERSEDED SURVEY CONTROL
 EY0777
 EY0777  NGVD 29 (??/??/92)   38.201  (m)          125.33   (f) ADJ UNCH    1 1
 EY0777
 EY0777.Superseded values are not recommended for survey control.
 EY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0777.See file dsdata.txt to determine how the superseded data were derived.
 EY0777
 EY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE411145(NAD 83)
 EY0777_MARKER: DR = REFERENCE MARK DISK
 EY0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0777_STAMPING: BESTON NO 4 1968
 EY0777_MARK LOGO: CGS   
 EY0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0777+STABILITY: SURFACE MOTION
 EY0777
 EY0777  HISTORY     - Date     Condition        Report By
 EY0777  HISTORY     - 1968     MONUMENTED       CGS
 EY0777  HISTORY     - 1978     GOOD             DOD
 EY0777  HISTORY     - 1985     GOOD             NGS
 EY0777  HISTORY     - 19850615 GOOD             NGS
 EY0777  HISTORY     - 20041225 GOOD             GEOCAC
 EY0777
 EY0777                          STATION DESCRIPTION
 EY0777
 EY0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EY0777'4.6 MI NW FROM LA GRANGE.
 EY0777'ABOUT 4.4 MILES NORTHWEST ALONG THE ATLANTIC AND EAST CAROLINA
 EY0777'RAILWAY RAILROAD FROM THE STATION AT LA GRANGE, THENCE 0.2 MILE
 EY0777'SOUTH ALONG SECONDARY ROAD 1719, 26 1/2 FEET EAST OF THE CENTERLINE
 EY0777'OF THE ROAD, 87 FEET SOUTH OF UNDERGROUND TELEPHONE CABLE JUNCTION
 EY0777'BOX NUMBER 19, 67 FEET SOUTH OF A 26-INCH OAK TREE, 63 1/2 FEET
 EY0777'SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 96.75 FEET
 EY0777'SOUTH OF TRIANGULATION STATION BESTON 1933, 1.8 FEET NORTH OF A
 EY0777'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 EY0777'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 EY0777
 EY0777                          STATION RECOVERY (1978)
 EY0777
 EY0777'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0777'RECOVERED IN GOOD CONDITION.
 EY0777
 EY0777                          STATION RECOVERY (1985)
 EY0777
 EY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EY0777'0.08 KILOMETERS (0.05 MI) NORTH ALONG WILLIAM ST. FROM THE POST
 EY0777'OFFICE IN GOLDSBORO TO THE INTERSECTION WITH U.S. HIGHWAYS 70 AND 117
 EY0777'BUSINESS ROUTES, THENCE RIGHT, EAST ON U.S. 70 FOR 7.28 KILOMETERS
 EY0777'(4.55 MI) TO THE INTERSECTION WITH U.S. HIGHWAY TO BYPASS, THENCE
 EY0777'SOUTHEASTERLY ALONG U.S. TO FOR 8.48 KILOMETERS (5.3 MI) TO A
 EY0777'CROSSROAD, THENCE LEFT, NORTHERLY ON STATE ROAD 1719 FOR 2.64
 EY0777'KILOMETERS (1.65 MI) TO THE MARK, 8.3 METERS (27.23 FT) EAST OF THE
 EY0777'CENTERLINE OF STATE ROAD 1719, 20.6 METERS (67.58 FT) NORTHWEST OF
 EY0777'THE NORTHWEST CORNER OF A BRICK DWELLING AND, 19.45 METERS (63.81 FT)
 EY0777'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD DWELLING.
 EY0777
 EY0777                          STATION RECOVERY (1985)
 EY0777
 EY0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 EY0777'THE STATION IS LOCATED 0.08 KM (0.05 MI) NORTH ALONG WILLIAM ST FROM
 EY0777'THE POST OFFICE IN GOLDSBORO TO THE INTERSECTION WITH U.S HIGHWAYS 70
 EY0777'AND 117 BUSINESS ROUTES, THENCE RIGHT, EAST ON U.S 70 FOR 7.28 KM
 EY0777'(4.50 MI) TO THE INTERSCTION WITH U.S HIGHWAY 70 BYPASS, THENCE
 EY0777'SOUTHEASTERLY ALONG U.S 70 FOR 8.48 KM (5.25 MI) TO A CROSSROAD,
 EY0777'THENCE LEFT, NORTHERLY ON SR 1719 FOR 2.64 KM (1.65 MI) TO THE MARK,
 EY0777'8.3 METERS (27.2 FT) EAST OF THE CENTERLINE OF SR 1719, 20.6 METERS
 EY0777'(67.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK DWELLING AND
 EY0777'19.458 METERS (63.838 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD
 EY0777'DWELLING.
 EY0777
 EY0777                          STATION RECOVERY (2004)
 EY0777
 EY0777'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EY0777'DISK AND WITNESS POST OKAY. MARK PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4152 ***********************************************************************
 EY4152  DESIGNATION -  BESTON RM 5
 EY4152  PID         -  EY4152
 EY4152  STATE/COUNTY-  NC/WAYNE
 EY4152  USGS QUAD   -  LA GRANGE (1983)
 EY4152
 EY4152                         *CURRENT SURVEY CONTROL
 EY4152  ___________________________________________________________________
 EY4152* NAD 83(1986)-  35 20 26.     (N)    077 50 54.     (W)     SCALED    
 EY4152* NAVD 88     -        37.56   (meters)     123.2    (feet)  RESET     
 EY4152  ___________________________________________________________________
 EY4152  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EY4152  VERT ORDER  -  THIRD
 EY4152
 EY4152.The horizontal coordinates were scaled from a topographic map and have
 EY4152.an estimated accuracy of +/- 6 seconds.
 EY4152
 EY4152.The orthometric height was computed from unverified reset data.
 EY4152.No vertical observational check was made to the station.
 EY4152
 EY4152.The geoid height was determined by GEOID03.
 EY4152
 EY4152;                    North         East    Units  Estimated Accuracy
 EY4152;SPC NC       -   177,050.      714,280.      MT  (+/- 180 meters Scaled)
 EY4152
 EY4152                          SUPERSEDED SURVEY CONTROL
 EY4152
 EY4152  NGVD 29 (06/22/04)   37.89   (m)          124.3    (f) RESET       3  
 EY4152
 EY4152.Superseded values are not recommended for survey control.
 EY4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4152.See file dsdata.txt to determine how the superseded data were derived.
 EY4152
 EY4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE411145(NAD 83)
 EY4152_MARKER: DR = REFERENCE MARK DISK
 EY4152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4152_SP_SET: CONCRETE POST
 EY4152_STAMPING: BESTON 1933 NO 5 1985
 EY4152_MARK LOGO: NGS   
 EY4152_PROJECTION: FLUSH
 EY4152_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4152+STABILITY: SURFACE MOTION
 EY4152
 EY4152  HISTORY     - Date     Condition        Report By
 EY4152  HISTORY     - 1985     MONUMENTED       NGS
 EY4152  HISTORY     - 19850615 GOOD             NGS
 EY4152  HISTORY     - 20041225 GOOD             GEOCAC
 EY4152
 EY4152                          STATION DESCRIPTION
 EY4152
 EY4152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 EY4152'7.2 KM (4.45 MI) NW FROM LA GRANGE.
 EY4152'0.08 KM (0.05 MI) NORTH ALONG WILLIAM ST FROM THE POST OFFICE IN
 EY4152'GOLDSBORO TO THE INTERSECTION WITH U.S. HIGHWAYS 70 AND 117 BUSINESS
 EY4152'ROUTES, THENCE RIGHT, EAST ON U.S. 7O FOR 7.28 KM (4.50 MI) TO THE
 EY4152'INTERSECTION WITH U.S. HIGHWAY 7O BYPASS, THENCE SOUTHEASTERLY ON
 EY4152'U.S. 70 FOR 8.48 KM (5.25 MI) TO A CROSSROAD, THENCE LEFT, NORTHERLY
 EY4152'ON SR1719 FOR 2.64 KM (1.65 MI) TO THE MARK, 38.8 M (127.3 FT) EAST
 EY4152'OF THE CENTERLINE OF SR1719, 1.1 M (3.6 FT) SOUTH OF THE SOUTHWEST
 EY4152'CORNER OF THE SOUTH WING OF CHURCH AND 15.21 M (49.9 FT) NORTH OF THE
 EY4152'NORTHWEST CORNER OF A WOOD FRAME DWELLING.
 EY4152'THE MARK IS ABOVE LEVEL WITH SR1719.
 EY4152
 EY4152                          STATION RECOVERY (1985)
 EY4152
 EY4152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 EY4152'THE STATION IS LOCATED 0.08 KM (0.05 MI) NORTH ALONG WILLIAM ST FROM
 EY4152'THE POST OFFICE IN GOLDSBORO TO THE INTERSECTION WITH U.S HIGHWAYS 70
 EY4152'AND 117 BUSINESS ROUTES, THENCE RIGHT, EAST ON U.S 70 FOR 7.28 KM
 EY4152'(4.50 MI) TO THE INTERSECTION WITH U.S HIGHWAY 70 BY PASS, THENCE
 EY4152'SOUTHEASTERLY ON U.S 70 FOR 8.48 KM (5.25 MI) TO A CROSS ROAD, THENCE
 EY4152'LEFT, NORTHERLY ON SR 1719 FOR 2.64 KM (1.65 MI) TO THE MARK, 3.8
 EY4152'METERS (12.5 FT) EAST OF THE CENTERLINE OF SR 1719, 1.1 METERS (3.6
 EY4152'FT) SOUTH OF THE SOUTHWEST CORNER OF THE SOUTH WING OF CHURCH AND
 EY4152'15.21 METERS (49.90 FT) NORTH OF THE NORTH WEST CORNER OF A WOOD FRAME
 EY4152'DWELLING.
 EY4152
 EY4152                          STATION RECOVERY (2004)
 EY4152
 EY4152'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EY4152'RECOVERED 3.6 FT SOUTH OF SOUTHWEST CORNER OF SOUTH WING OF CHURCH.
 EY4152'DELETE REFERENCE TO WOOD FRAME DWELLING. ADDITIONAL INFO. 15 FT NORTH
 EY4152'OF A LARGE OAK TREE. 69 FEET EAST OF STATION BESTON. MARK IS 5 CM
 EY4152'BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4634 ***********************************************************************
 EZ4634  DESIGNATION -  BET
 EZ4634  PID         -  EZ4634
 EZ4634  STATE/COUNTY-  NC/JOHNSTON
 EZ4634  USGS QUAD   -  FOUR OAKS (1986)
 EZ4634
 EZ4634                         *CURRENT SURVEY CONTROL
 EZ4634  ___________________________________________________________________
 EZ4634* NAD 83(2001)-  35 24 50.80125(N)    078 28 14.96426(W)     ADJUSTED  
 EZ4634* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 EZ4634  ___________________________________________________________________
 EZ4634  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 EZ4634  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EZ4634  HORZ ORDER  -  SECOND
 EZ4634
 EZ4634.The horizontal coordinates were established by classical geodetic methods
 EZ4634.and adjusted by the National Geodetic Survey in August 2005.
 EZ4634
 EZ4634.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4634
 EZ4634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4634
 EZ4634.The geoid height was determined by GEOID03.
 EZ4634
 EZ4634;                    North         East     Units Scale Factor Converg.
 EZ4634;SPC NC       -   184,728.320   657,657.986   MT  0.99987659   +0 18 19.5
 EZ4634;SPC NC       -   606,062.83  2,157,666.24   sFT  0.99987659   +0 18 19.5
 EZ4634;UTM  17      - 3,921,906.307   729,647.479   MT  1.00024996   +1 27 58.5
 EZ4634
 EZ4634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4634!SPC NC       -   0.99999776  x   0.99987659  =   0.99987435
 EZ4634!UTM  17      -   0.99999776  x   1.00024996  =   1.00024772
 EZ4634
 EZ4634:                Primary Azimuth Mark                     Grid Az
 EZ4634:SPC NC       -  EASY                                     060 53 09.4
 EZ4634:UTM  17      -  EASY                                     059 43 30.4
 EZ4634
 EZ4634|---------------------------------------------------------------------|
 EZ4634| PID    Reference Object                     Distance      Geod. Az  |
 EZ4634|                                                           dddmmss.s |
 EZ4634| EZ4635 EASY                                APPROX. 0.9 KM 0611128.9 |
 EZ4634|---------------------------------------------------------------------|
 EZ4634
 EZ4634                          SUPERSEDED SURVEY CONTROL
 EZ4634
 EZ4634  NAD 83(1986)-  35 24 50.80502(N)    078 28 14.97311(W) AD(       ) 2
 EZ4634  NAD 27      -  35 24 50.21997(N)    078 28 15.94639(W) AD(       ) 2
 EZ4634  NGVD 29 (07/19/86)   48.5    (m)          159.     (f) VERT ANG    3  
 EZ4634
 EZ4634.Superseded values are not recommended for survey control.
 EZ4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4634.See file dsdata.txt to determine how the superseded data were derived.
 EZ4634
 EZ4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2964721906(NAD 83)
 EZ4634_MARKER: DE = TRAVERSE STATION DISK
 EZ4634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4634_STAMPING: BET 1967
 EZ4634_MARK LOGO: NCGS  
 EZ4634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4634+STABILITY: SURFACE MOTION
 EZ4634
 EZ4634  HISTORY     - Date     Condition        Report By
 EZ4634  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4634  HISTORY     - 19920808 MARK NOT FOUND   USPSQD
 EZ4634
 EZ4634                          STATION DESCRIPTION
 EZ4634
 EZ4634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4634'BET IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4634'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4634'
 EZ4634'BET IS LOCATED APPROXIMATELY 4.9 MILES NORTHEAST OF
 EZ4634'BENSON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4634'SR 1171 (HANNAH CREEK RD.) WITH I-95, GO NORTHEAST ON I-95
 EZ4634'FOR 2.0 MILES TO STATION.  WHICH IS ON THE SOUTHEAST BANK OF NORTH
 EZ4634'BOUND LANE, OPPOSITE SIDE OF FENCE FROM THE APPROXIMATE CENTER
 EZ4634'OF SMALL CLUMP OF WOODS AND 0.45 MILES SOUTHWEST ALONG I-95
 EZ4634'FROM SR 1166 (PARKER RD).  NOTE--THERE IS NO ACCESS ROAD TO
 EZ4634'I-95 FROM EITHER SR 1166 OR SR 1171.
 EZ4634'
 EZ4634'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4634'BET 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4634'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4634'
 EZ4634'MARK IS
 EZ4634'
 EZ4634'51.3 FT SE OF C/L OF I-95 N BOUND LANE
 EZ4634'
 EZ4634'28.2 FT WNW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ4634'
 EZ4634'24.8 FT NW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ4634'
 EZ4634'25.3 FT NNW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ4634'
 EZ4634'157.3 FT ENE OF NE END OF CONCRETE DRAIN
 EZ4634
 EZ4634                          STATION RECOVERY (1992)
 EZ4634
 EZ4634'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1415 ***********************************************************************
 FZ1415  DESIGNATION -  BETA
 FZ1415  PID         -  FZ1415
 FZ1415  STATE/COUNTY-  NC/GUILFORD
 FZ1415  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1415
 FZ1415                         *CURRENT SURVEY CONTROL
 FZ1415  ___________________________________________________________________
 FZ1415* NAD 83(2001)-  36 06 10.55818(N)    080 01 42.71249(W)     ADJUSTED  
 FZ1415* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 FZ1415  ___________________________________________________________________
 FZ1415  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 FZ1415  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FZ1415  HORZ ORDER  -  SECOND
 FZ1415
 FZ1415.The horizontal coordinates were established by classical geodetic methods
 FZ1415.and adjusted by the National Geodetic Survey in August 2005.
 FZ1415
 FZ1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1415
 FZ1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1415
 FZ1415.The geoid height was determined by GEOID03.
 FZ1415
 FZ1415;                    North         East     Units Scale Factor Converg.
 FZ1415;SPC NC       -   261,501.572   516,988.958   MT  0.99998284   -0 35 37.1
 FZ1415;SPC NC       -   857,943.07  1,696,154.61   sFT  0.99998284   -0 35 37.1
 FZ1415;UTM  17      - 3,995,802.143   587,443.539   MT  0.99969421   +0 34 20.9
 FZ1415
 FZ1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1415!SPC NC       -   0.99996119  x   0.99998284  =   0.99994403
 FZ1415!UTM  17      -   0.99996119  x   0.99969421  =   0.99965541
 FZ1415
 FZ1415:                Primary Azimuth Mark                     Grid Az
 FZ1415:SPC NC       -  BUNK                                     117 36 47.2
 FZ1415:UTM  17      -  BUNK                                     116 26 49.2
 FZ1415
 FZ1415|---------------------------------------------------------------------|
 FZ1415| PID    Reference Object                     Distance      Geod. Az  |
 FZ1415|                                                           dddmmss.s |
 FZ1415| FZ1416 BUNK                                APPROX. 0.6 KM 1170110.1 |
 FZ1415|---------------------------------------------------------------------|
 FZ1415
 FZ1415                          SUPERSEDED SURVEY CONTROL
 FZ1415
 FZ1415  NAD 83(1993)-  36 06 10.56454(N)    080 01 42.72073(W) AD(       ) 2
 FZ1415  NAD 83(1986)-  36 06 10.56498(N)    080 01 42.72073(W) AD(       ) 2
 FZ1415  NAD 27      -  36 06 10.07127(N)    080 01 43.57596(W) AD(       ) 2
 FZ1415  NGVD 29 (07/19/86)  279.5    (m)          917.     (f) VERT ANG    3  
 FZ1415
 FZ1415.Superseded values are not recommended for survey control.
 FZ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1415.See file dsdata.txt to determine how the superseded data were derived.
 FZ1415
 FZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8744495802(NAD 83)
 FZ1415_MARKER: DE = TRAVERSE STATION DISK
 FZ1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1415_STAMPING: BETA 1968
 FZ1415_MARK LOGO: NCGS  
 FZ1415_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1415+STABILITY: SURFACE MOTION
 FZ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1415+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 FZ1415
 FZ1415  HISTORY     - Date     Condition        Report By
 FZ1415  HISTORY     - 1968     MONUMENTED       NCGS
 FZ1415  HISTORY     - 20010426 GOOD             NCGS
 FZ1415
 FZ1415                          STATION DESCRIPTION
 FZ1415
 FZ1415'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ1415'BETA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1415'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ1415'
 FZ1415'BETA IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF
 FZ1415'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ1415'OF NC 68 AND I-40, GO WEST ON I-40 FOR 5.55 MILES TO STATION.
 FZ1415'WHICH IS ON THE NORTH SIDE OF WEST BOUND LANE AT EAST END OF METAL
 FZ1415'GUARD RAIL, 0.75 MILE EAST OF GUILFORD-FORSYTH COUNTY LINE,
 FZ1415'AND DIRECTLY OPPOSITE CONCRETE SLAB 115.
 FZ1415'
 FZ1415'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1415'BETA 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1415'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1415'
 FZ1415'MARK IS
 FZ1415'
 FZ1415'26.2 FT NNE OF C/L OF I-40 W BOUND LANE
 FZ1415'
 FZ1415'8.0 FT E OF END METAL POST FOR GUARD RAIL
 FZ1415'
 FZ1415'20.3 FT ESE OF 2ND METAL POST FROM E END OF GUARD RAIL
 FZ1415'
 FZ1415'105.4 FT SW OF FENCE POST ON N SIDE OF I-40, AND WITH ALUMINUM
 FZ1415'REF. TAG
 FZ1415'
 FZ1415'18.8 FT NNW OF NE CORNER OF CONCRETE SLAB 115 IN W BOUND LANE
 FZ1415'
 FZ1415'23.3 FT NE OF NW CORNER OF CONCRETE SLAB 115 IN W BOUND LANE
 FZ1415
 FZ1415                          STATION RECOVERY (2001)
 FZ1415
 FZ1415'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ1415'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 5.5 FT
 FZ1415'(1.7 M) EAST OF THE EAST MOST GUARDRAIL POST, 54.4 FT (16.6 M)
 FZ1415'EAST-SOUTHEAST OF THE EAST MOST WOOD SPACER AND METAL GUARDRAIL POST,
 FZ1415'AND 159.7 FT (48.7 M) WEST OF ATT FIBER OPTICS WARNING POST NO.
 FZ1415'169--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3522 ***********************************************************************
 FB3522  DESIGNATION -  BETA
 FB3522  PID         -  FB3522
 FB3522  STATE/COUNTY-  NC/JACKSON
 FB3522  USGS QUAD   -  SYLVA NORTH (1978)
 FB3522
 FB3522                         *CURRENT SURVEY CONTROL
 FB3522  ___________________________________________________________________
 FB3522* NAD 83(2001)-  35 23 33.05229(N)    083 11 30.06844(W)     ADJUSTED  
 FB3522* NAVD 88     -       665.1    (meters)    2182.     (feet)  VERTCON   
 FB3522  ___________________________________________________________________
 FB3522  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FB3522  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 FB3522  HORZ ORDER  -  SECOND
 FB3522
 FB3522.The horizontal coordinates were established by classical geodetic methods
 FB3522.and adjusted by the National Geodetic Survey in August 2005.
 FB3522
 FB3522.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3522
 FB3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3522
 FB3522.The geoid height was determined by GEOID03.
 FB3522
 FB3522;                    North         East     Units Scale Factor Converg.
 FB3522;SPC NC       -   190,242.163   228,946.677   MT  0.99987560   -2 25 09.5
 FB3522;SPC NC       -   624,152.83    751,135.89   sFT  0.99987560   -2 25 09.5
 FB3522;UTM  17      - 3,918,778.435   300,948.674   MT  1.00008830   -1 16 11.2
 FB3522
 FB3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3522!SPC NC       -   0.99990008  x   0.99987560  =   0.99977569
 FB3522!UTM  17      -   0.99990008  x   1.00008830  =   0.99998837
 FB3522
 FB3522                          SUPERSEDED SURVEY CONTROL
 FB3522
 FB3522  NAD 83(1995)-  35 23 33.05248(N)    083 11 30.06835(W) AD(       ) 2
 FB3522  NAD 83(1986)-  35 23 33.06003(N)    083 11 30.07178(W) AD(       ) 2
 FB3522  NGVD 29 (09/18/91)  665.2    (m)         2182.     (f) VERT ANG    3  
 FB3522
 FB3522.Superseded values are not recommended for survey control.
 FB3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3522.See file dsdata.txt to determine how the superseded data were derived.
 FB3522
 FB3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0094918778(NAD 83)
 FB3522_MARKER: DE = TRAVERSE STATION DISK
 FB3522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3522_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3522+STABILITY: SURFACE MOTION
 FB3522
 FB3522  HISTORY     - Date     Condition        Report By
 FB3522  HISTORY     - 1980     MONUMENTED       NCGS
 FB3522
 FB3522                          STATION DESCRIPTION
 FB3522
 FB3522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3522'THE STATION IS LOCATED APPROXIMATELY 0.15 MILE WEST OF SCOTTS CREEK
 FB3522'CHURCH AND 2.3 MILES NORTHEAST OF SYLVA.
 FB3522'
 FB3522'TO REACH THE STATION FROM THE US 19A-23 UNDERPASS OF US 23 BUSINESS
 FB3522'NORTHEAST OF SYLVA, PROCEED EAST ALONG US 19A-23 FOR 0.35 MILE TO
 FB3522'STATION ON LEFT, BY GUARD RAIL, 0.25 MILE WEST OF STREET ENTRANCE FROM
 FB3522'HIGHWAY TO CHURCH.
 FB3522'
 FB3522'STATION MARK IS A STANDARD DISK STAMPED---BETA 1980---SET IN TOP OF A
 FB3522'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS 24.9
 FB3522'FEET NORTH OF CENTERLINE OF SOUTHBOUND LANES, 2.4 FEET NORTH OF
 FB3522'GUARD RAIL, 72.5 FEET NORTH-NORTHEAST OF CENTER OF IRON DRAINAGE GRATE
 FB3522'IN MEDIAN, 122.7 FEET EAST OF CENTER METAL POST UNDER ROAD SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7313 ***********************************************************************
 AE7313  DESIGNATION -  BETA
 AE7313  PID         -  AE7313
 AE7313  STATE/COUNTY-  NC/WAKE
 AE7313  USGS QUAD   -  RALEIGH WEST (1988)
 AE7313
 AE7313                         *CURRENT SURVEY CONTROL
 AE7313  ___________________________________________________________________
 AE7313* NAD 83(2001)-  35 50 45.19228(N)    078 41 20.20195(W)     ADJUSTED  
 AE7313* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 AE7313  ___________________________________________________________________
 AE7313  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 AE7313  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AE7313  HORZ ORDER  -  SECOND
 AE7313
 AE7313.The horizontal coordinates were established by classical geodetic methods
 AE7313.and adjusted by the National Geodetic Survey in August 2005.
 AE7313
 AE7313.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7313
 AE7313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7313
 AE7313.The geoid height was determined by GEOID03.
 AE7313
 AE7313;                    North         East     Units Scale Factor Converg.
 AE7313;SPC NC       -   232,545.705   637,699.435   MT  0.99992624   +0 10 46.3
 AE7313;SPC NC       -   762,943.70  2,092,185.56   sFT  0.99992624   +0 10 46.3
 AE7313;UTM  17      - 3,969,321.013   708,712.332   MT  1.00013680   +1 21 13.9
 AE7313
 AE7313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7313!SPC NC       -   0.99999388  x   0.99992624  =   0.99992012
 AE7313!UTM  17      -   0.99999388  x   1.00013680  =   1.00013067
 AE7313
 AE7313                          SUPERSEDED SURVEY CONTROL
 AE7313
 AE7313  NAD 83(1986)-  35 50 45.19566(N)    078 41 20.21219(W) AD(       ) 2
 AE7313  NGVD 29 (03/10/98)   71.8    (m)          236.     (f) VERT ANG    3  
 AE7313
 AE7313.Superseded values are not recommended for survey control.
 AE7313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7313.See file dsdata.txt to determine how the superseded data were derived.
 AE7313
 AE7313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0871269321(NAD 83)
 AE7313_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7313_STAMPING: BETA 1986
 AE7313_MARK LOGO: NCGS  
 AE7313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7313+STABILITY: SURFACE MOTION
 AE7313
 AE7313  HISTORY     - Date     Condition        Report By
 AE7313  HISTORY     - 1986     MONUMENTED       NCGS
 AE7313
 AE7313                          STATION DESCRIPTION
 AE7313
 AE7313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7313'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHWEST OF CAPITOL
 AE7313'SQUARE, IN NORTHWEST RALEIGH. ALONG US 70 FOR 2.2 KM (1.35 MI)
 AE7313'NORTHWEST FROM THE CLIFF BENSON BELTLINE, OR 0.2 KM (0.10 MI)
 AE7313'NORTHWEST OF MOREHEAD DRIVE, AT THE ENTRANCE TO BETA CENTER. MARK IS
 AE7313'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 10.6 M
 AE7313'(34.8 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANE, 14.6 M (47.9
 AE7313'FT) SOUTHEAST OF THE CENTERLINE ENTRANCE TO THE BETA CENTER, 35.5 M
 AE7313'(116.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BETA CENTER
 AE7313'BUILDING, 5.5 M (18.0 FT) EAST OF A STEEL WATER METER COVER--AND 2.4 M
 AE7313'(7.9 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A NIGHT LAMP, 5.2 M
 AE7313'(17.1 FT) NORTHWEST OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6450 ***********************************************************************
 AI6450  DESIGNATION -  BETA
 AI6450  PID         -  AI6450
 AI6450  STATE/COUNTY-  NC/WAYNE
 AI6450  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 AI6450
 AI6450                         *CURRENT SURVEY CONTROL
 AI6450  ___________________________________________________________________
 AI6450* NAD 83(2007)-  35 24 57.63271(N)    078 00 28.59609(W)     ADJUSTED  
 AI6450* NAVD 88     -        23.333  (meters)      76.55   (feet)  ADJUSTED  
 AI6450  ___________________________________________________________________
 AI6450  EPOCH DATE  -        2002.00
 AI6450  X           -   1,081,226.741 (meters)                     COMP
 AI6450  Y           -  -5,090,241.837 (meters)                     COMP
 AI6450  Z           -   3,675,570.774 (meters)                     COMP
 AI6450  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 AI6450  ELLIP HEIGHT-         -11.625 (meters)          (02/10/07) ADJUSTED
 AI6450  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AI6450  DYNAMIC HT  -          23.313 (meters)      76.49  (feet)  COMP
 AI6450
 AI6450  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6450  Type    PID    Designation                      North   East  Ellip
 AI6450  -------------------------------------------------------------------
 AI6450  NETWORK AI6450 BETA                              0.31   0.27   1.41
 AI6450  -------------------------------------------------------------------
 AI6450  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 AI6450
 AI6450  VERT ORDER  -  SECOND    CLASS II
 AI6450
 AI6450.The horizontal coordinates were established by GPS observations
 AI6450.and adjusted by the National Geodetic Survey in February 2007.
 AI6450
 AI6450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6450.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6450.The horizontal coordinates are valid at the epoch date displayed above.
 AI6450.The epoch date for horizontal control is a decimal equivalence
 AI6450.of Year/Month/Day.
 AI6450
 AI6450.The orthometric height was determined by differential leveling
 AI6450.and adjusted in February 2001.
 AI6450.No vertical observational check was made to the station.
 AI6450
 AI6450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6450
 AI6450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6450
 AI6450.The ellipsoidal height was determined by GPS observations
 AI6450.and is referenced to NAD 83.
 AI6450
 AI6450.The geoid height was determined by GEOID03.
 AI6450
 AI6450.The dynamic height is computed by dividing the NAVD 88
 AI6450.geopotential number by the normal gravity value computed on the
 AI6450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6450.degrees latitude (g = 980.6199 gals.).
 AI6450
 AI6450.The modeled gravity was interpolated from observed gravity values.
 AI6450
 AI6450;                    North         East     Units Scale Factor Converg.
 AI6450;SPC NC       -   185,260.905   699,690.905   MT  0.99987668   +0 34 21.3
 AI6450;SPC NC       -   607,810.15  2,295,569.24   sFT  0.99987668   +0 34 21.3
 AI6450;UTM  17      - 3,923,291.584   771,681.954   MT  1.00050971   +1 44 05.9
 AI6450;UTM  18      - 3,923,335.409   226,875.078   MT  1.00051940   -1 44 39.2
 AI6450
 AI6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6450!SPC NC       -   1.00000182  x   0.99987668  =   0.99987850
 AI6450!UTM  17      -   1.00000182  x   1.00050971  =   1.00051154
 AI6450!UTM  18      -   1.00000182  x   1.00051940  =   1.00052123
 AI6450
 AI6450                          SUPERSEDED SURVEY CONTROL
 AI6450
 AI6450  NAD 83(2001)-  35 24 57.63295(N)    078 00 28.59601(W) AD(       ) 1
 AI6450  ELLIP H (03/13/03)  -11.629  (m)                       GP(       ) 4 2
 AI6450  NAD 83(1986)-  35 24 57.63982(N)    078 00 28.60428(W) AD(       ) 1
 AI6450  NAVD 88 (07/27/00)   23.33   (m)           76.5    (f) LEVELING    3  
 AI6450
 AI6450.Superseded values are not recommended for survey control.
 AI6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6450.See file dsdata.txt to determine how the superseded data were derived.
 AI6450
 AI6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7168223292(NAD 83)
 AI6450_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6450_STAMPING: BETA 1997
 AI6450_MARK LOGO: NCGS  
 AI6450_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6450+STABILITY: SURFACE MOTION
 AI6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6450+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1997
 AI6450
 AI6450  HISTORY     - Date     Condition        Report By
 AI6450  HISTORY     - 1997     MONUMENTED       NCGS
 AI6450  HISTORY     - 19970630 GOOD             NCGS
 AI6450
 AI6450                          STATION DESCRIPTION
 AI6450
 AI6450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6450'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF GOLDSBORO, AT THE
 AI6450'NC DEPARTMENT OF AGRICULTURE CENTER FOR ENVIRONMENTAL FARMING
 AI6450'SYSTEMS-THOMPSON FARM.
 AI6450'PROCEED ALONG US 70 FOR 0.05 MI (0.08 KM) WEST FROM THE LITTLE RIVER
 AI6450'BRIDGE TO SR 1326-CLAIRIDGE NURSERY RD.  NW, THENCE ALONG SR 1326 FOR
 AI6450'0.8 MI (1.3 KM) NORTH TO A FARM ROAD EAST, THENCE ALONG THE FARM ROAD
 AI6450'FOR 0.3 MI (0.5 KM) EAST TO A CROSS-COUNTRY POWER LINE AND THE STATION
 AI6450'APPROXIMATELY 0.4 MI (0.6 KM) NORTHEAST, ALSO APPROXIMATELY MIDWAY
 AI6450'BETWEEN CROSS-COUNTRY POWER POLE SET NO.  41.
 AI6450'THE STATION IS A STANDARD NCGS HORIZONTAL STATION DISK STAMPED---BETA
 AI6450'1997---, SET IN TOP OF A ROUND CONCRETE MONUMENT.  MARK IS FLUSH WITH
 AI6450'THE GROUND.  LOCATED 108 FT (32.9 M) NORTH-NORTHEAST OF THE CENTERLINE
 AI6450'OF A FIELD TERRACE,--AND 16.3 FT (5.0 M) NORTH OF A POWER POLE, 23.0
 AI6450'FT (7.0 M) SOUTH OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AI6450
 AI6450                          STATION RECOVERY (1997)
 AI6450
 AI6450'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AI6450'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF GOLDSBORO, AT THE
 AI6450'NC DEPARTMENT OF AGRICULTURE CENTER FOR ENVIRONMENTAL FARMING
 AI6450'SYSTEMS-THOMPSON FARM. PROCEED ALONG US 70 FOR 0.05 MI (0.08 KM) WEST
 AI6450'FROM THE LITTLE RIVER BRIDGE TO SR 1326-CLAIRIDGE NURSERY RD.  NW,
 AI6450'THENCE ALONG SR 1326 FOR 0.8 MI (1.3 KM) NORTH TO A FARM ROAD EAST,
 AI6450'THENCE ALONG THE FARM ROAD FOR 0.3 MI (0.5 KM) EAST TO A CROSS-COUNTRY
 AI6450'POWER LINE AND THE STATION APPROXIMATELY 0.4 MI (0.6 KM) NORTHEAST,
 AI6450'ALSO APPROXIMATELY MIDWAY BETWEEN CROSS-COUNTRY POWER POLE SET NO.
 AI6450'41. THE STATION IS A STANDARD NCGS HORIZONTAL STATION DISK
 AI6450'STAMPED---BETA 1997---, SET IN TOP OF A ROUND CONCRETE MONUMENT.  MARK
 AI6450'IS FLUSH WITH THE GROUND.  LOCATED 108 FT (32.9 M) NORTH-NORTHEAST OF
 AI6450'THE CENTERLINE OF A FIELD TERRACE,--AND 16.3 FT (5.0 M) NORTH OF A
 AI6450'POWER POLE, 23.0 FT (7.0 M) SOUTH OF A POWER POLE--BOTH WITH REFERENCE
 AI6450'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1500 ***********************************************************************
 EA1500  DESIGNATION -  BETH
 EA1500  PID         -  EA1500
 EA1500  STATE/COUNTY-  NC/CARTERET
 EA1500  USGS QUAD   -  SWANSBORO (1994)
 EA1500
 EA1500                         *CURRENT SURVEY CONTROL
 EA1500  ___________________________________________________________________
 EA1500* NAD 83(2001)-  34 40 36.94133(N)    077 06 21.12301(W)     ADJUSTED  
 EA1500* NAVD 88     -         1.115  (meters)       3.66   (feet)  ADJUSTED  
 EA1500  ___________________________________________________________________
 EA1500  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EA1500  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA1500  DYNAMIC HT  -           1.114 (meters)       3.65  (feet)  COMP
 EA1500  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 EA1500
 EA1500  HORZ ORDER  -  SECOND
 EA1500  VERT ORDER  -  FIRST     CLASS II
 EA1500
 EA1500.The horizontal coordinates were established by classical geodetic methods
 EA1500.and adjusted by the National Geodetic Survey in August 2005.
 EA1500
 EA1500.The orthometric height was determined by differential leveling
 EA1500.and adjusted in June 1991.
 EA1500
 EA1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1500
 EA1500.The geoid height was determined by GEOID03.
 EA1500
 EA1500.The dynamic height is computed by dividing the NAVD 88
 EA1500.geopotential number by the normal gravity value computed on the
 EA1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1500.degrees latitude (g = 980.6199 gals.).
 EA1500
 EA1500.The modeled gravity was interpolated from observed gravity values.
 EA1500
 EA1500;                    North         East     Units Scale Factor Converg.
 EA1500;SPC NC       -   104,481.316   783,166.001   MT  0.99992257   +1 05 35.7
 EA1500;SPC NC       -   342,785.78  2,569,437.12   sFT  0.99992257   +1 05 35.7
 EA1500;UTM  18      - 3,839,234.344   307,068.435   MT  1.00005880   -1 11 54.6
 EA1500
 EA1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1500!SPC NC       -   1.00000566  x   0.99992257  =   0.99992823
 EA1500!UTM  18      -   1.00000566  x   1.00005880  =   1.00006446
 EA1500
 EA1500                          SUPERSEDED SURVEY CONTROL
 EA1500
 EA1500  NAD 83(1986)-  34 40 36.95371(N)    077 06 21.13284(W) AD(       ) 2
 EA1500  NAVD 88 (04/01/97)    1.11   (m)            3.6    (f) LEVELING    3  
 EA1500
 EA1500.Superseded values are not recommended for survey control.
 EA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1500.See file dsdata.txt to determine how the superseded data were derived.
 EA1500
 EA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0706839234(NAD 83)
 EA1500_MARKER: DE = TRAVERSE STATION DISK
 EA1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1500_SP_SET: CONCRETE POST
 EA1500_STAMPING: BETH 1982
 EA1500_MARK LOGO: NCGS  
 EA1500_PROJECTION: RECESSED 3 CENTIMETERS
 EA1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1500+STABILITY: SURFACE MOTION
 EA1500
 EA1500  HISTORY     - Date     Condition        Report By
 EA1500  HISTORY     - 1982     MONUMENTED       NCGS
 EA1500  HISTORY     - 1982     GOOD             NCGS
 EA1500  HISTORY     - 19820315 GOOD             NCGS
 EA1500
 EA1500                          STATION DESCRIPTION
 EA1500
 EA1500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1500'1.0 MI ESE FROM SWANSBORO.
 EA1500'0.5 MILE EAST ALONG NC 24 FROM THE EAST END OF THE CARTERET/ONSLOW
 EA1500'COUNTY LINE BRIDGE OVER WHITE OAK RIVER, IN YARD OF A GREEN COTTAGE,
 EA1500'AT TELEPHONE POLE (28) WITH A PEDESTAL, AND 0.1 MILE WEST OF
 EA1500'INTERSECTION WITH SR 1202, 64.9 FEET SOUTHWEST OF CENTERLINE OF
 EA1500'HIGHWAY, 84.9 FEET SOUTHEAST OF CENTERLINE OF DRIVE TO COTTAGE, 94.3
 EA1500'FEET NORTHEAST OF NORTHEAST CORNER OF COTTAGE, AND 9.5 FEET SOUTHWEST
 EA1500'OF POWER POLE (28) AND 131.7 FEET NORTHWEST OF POWER POLE (29) BOTH
 EA1500'WITH REFERENCE TAGS.
 EA1500'THE MARK IS 2 FT BELOW HIGHWAY.
 EA1500
 EA1500                          STATION RECOVERY (1982)
 EA1500
 EA1500'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5898 ***********************************************************************
 AE5898  DESIGNATION -  BETH
 AE5898  PID         -  AE5898
 AE5898  STATE/COUNTY-  NC/BEAUFORT
 AE5898  USGS QUAD   -  BLOUNTS BAY (1993)
 AE5898
 AE5898                         *CURRENT SURVEY CONTROL
 AE5898  ___________________________________________________________________
 AE5898* NAD 83(2001)-  35 22 52.84222(N)    076 59 18.38146(W)     ADJUSTED  
 AE5898* NAVD 88     -         8.848  (meters)      29.03   (feet)  ADJUSTED  
 AE5898  ___________________________________________________________________
 AE5898  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AE5898  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 AE5898  DYNAMIC HT  -           8.840 (meters)      29.00  (feet)  COMP
 AE5898  MODELED GRAV-     979,752.5   (mgal)                       NAVD 88
 AE5898
 AE5898  HORZ ORDER  -  SECOND
 AE5898  VERT ORDER  -  SECOND    CLASS II
 AE5898
 AE5898.The horizontal coordinates were established by classical geodetic methods
 AE5898.and adjusted by the National Geodetic Survey in August 2005.
 AE5898
 AE5898.The orthometric height was determined by differential leveling
 AE5898.and adjusted in June 1998.
 AE5898
 AE5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5898
 AE5898.The geoid height was determined by GEOID03.
 AE5898
 AE5898.The dynamic height is computed by dividing the NAVD 88
 AE5898.geopotential number by the normal gravity value computed on the
 AE5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5898.degrees latitude (g = 980.6199 gals.).
 AE5898
 AE5898.The modeled gravity was interpolated from observed gravity values.
 AE5898
 AE5898;                    North         East     Units Scale Factor Converg.
 AE5898;SPC NC       -   182,816.865   792,341.575   MT  0.99987514   +1 09 39.6
 AE5898;SPC NC       -   599,791.66  2,599,540.65   sFT  0.99987514   +1 09 39.6
 AE5898;UTM  18      - 3,917,149.235   319,385.410   MT  1.00000203   -1 09 05.9
 AE5898
 AE5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5898!SPC NC       -   1.00000440  x   0.99987514  =   0.99987954
 AE5898!UTM  18      -   1.00000440  x   1.00000203  =   1.00000643
 AE5898
 AE5898                          SUPERSEDED SURVEY CONTROL
 AE5898
 AE5898  NAD 83(1986)-  35 22 52.85342(N)    076 59 18.39152(W) AD(       ) 2
 AE5898  NGVD 29 (04/29/98)    9.17   (m)           30.1    (f) LEVELING    3  
 AE5898
 AE5898.Superseded values are not recommended for survey control.
 AE5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5898.See file dsdata.txt to determine how the superseded data were derived.
 AE5898
 AE5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1938517149(NAD 83)
 AE5898_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5898_STAMPING: BETH 1983
 AE5898_MARK LOGO: NCGS  
 AE5898_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5898+STABILITY: SURFACE MOTION
 AE5898
 AE5898  HISTORY     - Date     Condition        Report By
 AE5898  HISTORY     - 1983     MONUMENTED       NCGS
 AE5898
 AE5898                          STATION DESCRIPTION
 AE5898
 AE5898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5898'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST-NORTHWEST OF COXS
 AE5898'CROSSROADS AND 18.2 KM (11.30 MI) SOUTHEAST OF CHOCOWINITY. ALONG NC
 AE5898'33 FOR 3.6 KM (2.25 MI) NORTH OF THE BLOUNTS CREEK POST OFFICE AT COXS
 AE5898'CROSSROADS. MARK IS FLUSH WITH GROUND.  LOCATED 7.9 M (25.9 FT)
 AE5898'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.3 M (138.8 FT)
 AE5898'SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 75 M (246.1 FT) NORTHWEST OF
 AE5898'THE EAST END OF A CONCRETE BOX CULVERT, AND 7.4 M (24.3 FT) SOUTHEAST
 AE5898'OF AN 18-INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ8064 ***********************************************************************
 AJ8064  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8064  DESIGNATION -  BETH
 AJ8064  PID         -  AJ8064
 AJ8064  STATE/COUNTY-  NC/CUMBERLAND
 AJ8064  USGS QUAD   -  CLIFDALE (1982)
 AJ8064
 AJ8064                         *CURRENT SURVEY CONTROL
 AJ8064  ___________________________________________________________________
 AJ8064* NAD 83(2007)-  35 03 30.56825(N)    079 02 52.42040(W)     ADJUSTED  
 AJ8064* NAVD 88     -        73.65   (meters)     241.6    (feet)  GPS OBS   
 AJ8064  ___________________________________________________________________
 AJ8064  EPOCH DATE  -        2002.00
 AJ8064  X           -     993,018.933 (meters)                     COMP
 AJ8064  Y           -  -5,131,537.413 (meters)                     COMP
 AJ8064  Z           -   3,643,203.876 (meters)                     COMP
 AJ8064  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AJ8064  ELLIP HEIGHT-          40.611 (meters)          (02/10/07) ADJUSTED
 AJ8064  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AJ8064
 AJ8064  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ8064  Type    PID    Designation                      North   East  Ellip
 AJ8064  -------------------------------------------------------------------
 AJ8064  NETWORK AJ8064 BETH                              0.55   0.43   1.23
 AJ8064  -------------------------------------------------------------------
 AJ8064
 AJ8064.The horizontal coordinates were established by GPS observations
 AJ8064.and adjusted by the National Geodetic Survey in February 2007.
 AJ8064
 AJ8064.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ8064.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ8064.The horizontal coordinates are valid at the epoch date displayed above.
 AJ8064.The epoch date for horizontal control is a decimal equivalence
 AJ8064.of Year/Month/Day.
 AJ8064
 AJ8064.The orthometric height was determined by GPS observations and a
 AJ8064.high-resolution geoid model.
 AJ8064.The orthometric height was determined by GPS observations and a
 AJ8064.high-resolution geoid model using precise GPS observation and
 AJ8064.processing techniques.
 AJ8064
 AJ8064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8064
 AJ8064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8064
 AJ8064.The ellipsoidal height was determined by GPS observations
 AJ8064.and is referenced to NAD 83.
 AJ8064
 AJ8064.The geoid height was determined by GEOID03.
 AJ8064
 AJ8064;                    North         East     Units Scale Factor Converg.
 AJ8064;SPC NC       -   145,151.989   605,232.659   MT  0.99987825   -0 01 39.5
 AJ8064;SPC NC       -   476,219.48  1,985,667.48   sFT  0.99987825   -0 01 39.5
 AJ8064;UTM  17      - 3,881,271.902   678,017.813   MT  0.99999058   +1 07 17.8
 AJ8064
 AJ8064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8064!SPC NC       -   0.99999363  x   0.99987825  =   0.99987188
 AJ8064!UTM  17      -   0.99999363  x   0.99999058  =   0.99998421
 AJ8064
 AJ8064                          SUPERSEDED SURVEY CONTROL
 AJ8064
 AJ8064  NAD 83(2001)-  35 03 30.56835(N)    079 02 52.42037(W) AD(       ) 1
 AJ8064  ELLIP H (03/13/03)   40.623  (m)                       GP(       ) 4 2
 AJ8064  NAD 83(1986)-  35 03 30.57504(N)    079 02 52.42726(W) AD(       ) 1
 AJ8064
 AJ8064.Superseded values are not recommended for survey control.
 AJ8064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8064.See file dsdata.txt to determine how the superseded data were derived.
 AJ8064
 AJ8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7801881272(NAD 83)
 AJ8064_MARKER: Z = SEE DESCRIPTION
 AJ8064_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8064_SP_SET: PK NAIL AND WASHER IN GUTTER
 AJ8064_STAMPING: BETH 2001
 AJ8064_MARK LOGO: NCGS  
 AJ8064_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8064+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 AJ8064
 AJ8064  HISTORY     - Date     Condition        Report By
 AJ8064  HISTORY     - 2001     MONUMENTED       NCGS
 AJ8064  HISTORY     - 20060725 GOOD             USPSQD
 AJ8064
 AJ8064                          STATION DESCRIPTION
 AJ8064
 AJ8064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 AJ8064'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST OF FAYETTEVILLE AND 8.3
 AJ8064'MI (13.4 KM) NORTHWEST OF HOPE MILLS, IN THE MONTEBELLO SHOPPING
 AJ8064'CENTER, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF CLIFFDALE AND
 AJ8064'RIM ROAD, AT THE NORTHWEST CORNER OF THE PARKING LOT, AT A 120 DEGREE
 AJ8064'BEND IN THE CURB AND GUTTER.
 AJ8064'ALONG SR 1400 (CLIFFDALE ROAD) FOR 2.2 MI (3.5 KM) WEST FROM THE
 AJ8064'INTERSECTION OF SR 1403 (REILLY ROAD) IN CLIFFDALE TO THE SHOPPING
 AJ8064'CENTER AND STATION. ALSO, ALONG SR 1400 FOR 4.8 MI (7.7 KM) WEST OF US
 AJ8064'401 BYPASS (SKIBO ROAD)WEST OF FAYETTEVILLE.
 AJ8064'MARK IS ABOUT LEVEL WITH THE PARKING LOT AND FLUSH WITH THE GUTTER.
 AJ8064'LOCATED 110.7 FT (33.7 M) EAST-SOUTHEAST OF A MONITORING WELL, 106.9
 AJ8064'FT (32.6 M) WEST-SOUTHWEST OF A MONITORING WELL (IN ASPHALT PARKING
 AJ8064'LOT), 95.2 FT (29.0 M) WEST-NORTHWEST OF A STORM DRAIN DROP INLET (IN
 AJ8064'ASPHALT PARKING LOT)AND APPROXIMATELY 100 YARDS NORTHWEST OF FOOD LION
 AJ8064'STORE FRONT ENTRANCE.
 AJ8064
 AJ8064                          STATION RECOVERY (2006)
 AJ8064
 AJ8064'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ8064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8015 ***********************************************************************
 DK8015  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8015  DESIGNATION -  BETHABARA
 DK8015  PID         -  DK8015
 DK8015  STATE/COUNTY-  NC/SWAIN
 DK8015  USGS QUAD   -  WHITTIER (1978)
 DK8015
 DK8015                         *CURRENT SURVEY CONTROL
 DK8015  ___________________________________________________________________
 DK8015* NAD 83(2007)-  35 28 10.45994(N)    083 20 59.26571(W)     ADJUSTED  
 DK8015* NAVD 88     -       570.70   (meters)    1872.4    (feet)  GPS OBS   
 DK8015  ___________________________________________________________________
 DK8015  EPOCH DATE  -        2002.00
 DK8015  X           -     602,293.199 (meters)                     COMP
 DK8015  Y           -  -5,165,819.575 (meters)                     COMP
 DK8015  Z           -   3,680,733.569 (meters)                     COMP
 DK8015  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DK8015  ELLIP HEIGHT-         542.027 (meters)          (01/21/09) ADJUSTED
 DK8015  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DK8015  HORZ ORDER  -  FIRST
 DK8015  ELLP ORDER  -  FOURTH    CLASS II
 DK8015
 DK8015.The horizontal coordinates were established by GPS observations
 DK8015.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8015
 DK8015.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8015.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8015.The horizontal coordinates are valid at the epoch date displayed above.
 DK8015.The epoch date for horizontal control is a decimal equivalence
 DK8015.of Year/Month/Day.
 DK8015
 DK8015.The orthometric height was determined by GPS observations and a
 DK8015.high-resolution geoid model.
 DK8015.The orthometric height was determined by GPS observations and a
 DK8015.high-resolution geoid model using precise GPS observation and
 DK8015.processing techniques.
 DK8015
 DK8015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8015
 DK8015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8015
 DK8015.The ellipsoidal height was determined by GPS observations
 DK8015.and is referenced to NAD 83.
 DK8015
 DK8015.The geoid height was determined by GEOID03.
 DK8015
 DK8015;                    North         East     Units Scale Factor Converg.
 DK8015;SPC NC       -   199,400.051   214,971.865   MT  0.99987979   -2 30 38.1
 DK8015;SPC NC       -   654,198.33    705,286.86   sFT  0.99987979   -2 30 38.1
 DK8015;UTM  17      - 3,927,656.669   286,789.691   MT  1.00016023   -1 21 50.5
 DK8015
 DK8015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8015!SPC NC       -   0.99991493  x   0.99987979  =   0.99979473
 DK8015!UTM  17      -   0.99991493  x   1.00016023  =   1.00007515
 DK8015
 DK8015:                Primary Azimuth Mark                     Grid Az
 DK8015:SPC NC       -  MCCOY                                    243 03 37.9
 DK8015:UTM  17      -  MCCOY                                    241 54 50.3
 DK8015
 DK8015|---------------------------------------------------------------------|
 DK8015| PID    Reference Object                     Distance      Geod. Az  |
 DK8015|                                                           dddmmss.s |
 DK8015| DK8033 MCCOY                               428.604 METERS 2403259.8 |
 DK8015|---------------------------------------------------------------------|
 DK8015
 DK8015                          SUPERSEDED SURVEY CONTROL
 DK8015
 DK8015.No superseded survey control is available for this station.
 DK8015
 DK8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8679027657(NAD 83)
 DK8015_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8015_STAMPING: BETHABARA 2003
 DK8015_MARK LOGO: NCGS  
 DK8015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8015+STABILITY: SURFACE MOTION
 DK8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8015+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8015
 DK8015  HISTORY     - Date     Condition        Report By
 DK8015  HISTORY     - 2003     MONUMENTED       NCGS
 DK8015
 DK8015                          STATION DESCRIPTION
 DK8015
 DK8015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8015'THE MARK IS LOCATED ABOUT 9.8 MI (15.7 KM) NORTHWEST OF SYLVA, 6.1 MI
 DK8015'(9.8 KM) EAST-NORTHEAST OF BRYSON CITY AND 2.0 MI (3.2 KM)
 DK8015'WEST-SOUTHWEST OF CHEROKEE.
 DK8015' 
 DK8015'ALONG US 19 FOR 1.4 MI (2.3 KM) SOUTHWEST OF US 441 (JUST WEST OF
 DK8015'DOWNTOWN CHEROKEE), IN THE SOUTHEAST SHOULDER OF THE ROAD. MARK IS
 DK8015'ABOUT 1-FT LOWER THAN US 19 AND IS FLUSH WITH THE GROUND.
 DK8015' 
 DK8015'LOCATED 20.5 FT (6.2 M) SOUTHEAST OF THE CENTERLINE OF US 19, 160.0 FT
 DK8015'(48.8 M) EAST OF THE CENTERLINE INTERSECTION OF US 19 AND ROUTE 428
 DK8015'(ADAMS CREEK ROAD), 104.0 FT (31.7 M) NORTHWEST OF THE NORTHWEST BANK
 DK8015'OF THE OCONALUFTEE RIVER, 39.8 FT (12.1 M) SOUTH OF A SEWER MANHOLE
 DK8015'ACCESS COVER AND 134.8 FT (41.1 M) EAST-SOUTHEAST OF A POWER POLE WITH
 DK8015'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2307 ***********************************************************************
 FA2307  DESIGNATION -  BETHANY
 FA2307  PID         -  FA2307
 FA2307  STATE/COUNTY-  NC/CABARRUS
 FA2307  USGS QUAD   -  KANNAPOLIS (1993)
 FA2307
 FA2307                         *CURRENT SURVEY CONTROL
 FA2307  ___________________________________________________________________
 FA2307* NAD 83(2001)-  35 24 47.86810(N)    080 38 36.45872(W)     ADJUSTED  
 FA2307* NAVD 88     -       234.8    (meters)     770.     (feet)  VERTCON   
 FA2307  ___________________________________________________________________
 FA2307  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FA2307  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FA2307  HORZ ORDER  -  SECOND
 FA2307
 FA2307.The horizontal coordinates were established by classical geodetic methods
 FA2307.and adjusted by the National Geodetic Survey in August 2005.
 FA2307
 FA2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2307
 FA2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2307
 FA2307.The geoid height was determined by GEOID03.
 FA2307
 FA2307;                    North         East     Units Scale Factor Converg.
 FA2307;SPC NC       -   185,745.284   460,356.209   MT  0.99987655   -0 56 54.8
 FA2307;SPC NC       -   609,399.32  1,510,352.00   sFT  0.99987655   -0 56 54.8
 FA2307;UTM  17      - 3,918,936.026   532,370.429   MT  0.99961291   +0 12 23.8
 FA2307
 FA2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2307!SPC NC       -   0.99996796  x   0.99987655  =   0.99984451
 FA2307!UTM  17      -   0.99996796  x   0.99961291  =   0.99958088
 FA2307
 FA2307:                Primary Azimuth Mark                     Grid Az
 FA2307:SPC NC       -  WOLF                                     339 24 09.8
 FA2307:UTM  17      -  WOLF                                     338 14 51.2
 FA2307
 FA2307|---------------------------------------------------------------------|
 FA2307| PID    Reference Object                     Distance      Geod. Az  |
 FA2307|                                                           dddmmss.s |
 FA2307| FA2321 WOLF                                APPROX. 2.5 KM 3382715.0 |
 FA2307|---------------------------------------------------------------------|
 FA2307
 FA2307                          SUPERSEDED SURVEY CONTROL
 FA2307
 FA2307  NAD 83(1986)-  35 24 47.88247(N)    080 38 36.46156(W) AD(       ) 2
 FA2307  NAD 27      -  35 24 47.37711(N)    080 38 37.20873(W) AD(       ) 2
 FA2307  NGVD 29 (07/19/86)  235.0    (m)          771.     (f) VERT ANG    3  
 FA2307
 FA2307.Superseded values are not recommended for survey control.
 FA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2307.See file dsdata.txt to determine how the superseded data were derived.
 FA2307
 FA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3237018936(NAD 83)
 FA2307_MARKER: DE = TRAVERSE STATION DISK
 FA2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2307_STAMPING: BETHANY 1963
 FA2307_MARK LOGO: NCGS  
 FA2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2307+STABILITY: SURFACE MOTION
 FA2307
 FA2307  HISTORY     - Date     Condition        Report By
 FA2307  HISTORY     - 1963     MONUMENTED       NCGS
 FA2307
 FA2307                          STATION DESCRIPTION
 FA2307
 FA2307'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2307'BETHANY IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA2307'CONCORD, NORTH CAROLINA.  STATION IS 3.8 MILES W OF CONCORD,
 FA2307'APPROXIMATELY 500 FT E OF BETHANY CHURCH.  STATION IS LOCATED
 FA2307'ON S SIDE OF SR 1394, 0.6 MILES E OF INTERSECTION OF SR 1429,
 FA2307'1.7 MILES W OF I 85 OR U.S. 29 AND 0.3 MILES W OF SR 1414.
 FA2307'
 FA2307'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2307'BETHANY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2307'WHICH IS BELOW THE SURFACE OF THE GROUND.
 FA2307'
 FA2307'MARK IS
 FA2307'
 FA2307'187.0 FT S OF C/L OF SR 1394
 FA2307'
 FA2307'154.8 FT S OF 3 LEAD NAILS IN PP
 FA2307'
 FA2307'111.8 FT SW OF SW CORNER OF ONE STORY BRICK HOUSE
 FA2307'
 FA2307'113.0 FT W OF SW CORNER OF BRICK WELL HOUSE
 FA2307'
 FA2307'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1965 ***********************************************************************
 FZ1965  DESIGNATION -  BETHANY
 FZ1965  PID         -  FZ1965
 FZ1965  STATE/COUNTY-  NC/WILKES
 FZ1965  USGS QUAD   -  GILREATH (1966)
 FZ1965
 FZ1965                         *CURRENT SURVEY CONTROL
 FZ1965  ___________________________________________________________________
 FZ1965* NAD 83(2001)-  36 02 52.33009(N)    081 06 19.69346(W)     ADJUSTED  
 FZ1965* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 FZ1965  ___________________________________________________________________
 FZ1965  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FZ1965  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 FZ1965  HORZ ORDER  -  THIRD
 FZ1965
 FZ1965.The horizontal coordinates were established by classical geodetic methods
 FZ1965.and adjusted by the National Geodetic Survey in August 2005.
 FZ1965
 FZ1965.The orthometric height was scaled from a topographic map.
 FZ1965
 FZ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1965
 FZ1965.The geoid height was determined by GEOID03.
 FZ1965
 FZ1965;                    North         East     Units Scale Factor Converg.
 FZ1965;SPC NC       -   256,923.907   419,899.140   MT  0.99996901   -1 12 54.8
 FZ1965;SPC NC       -   842,924.52  1,377,619.10   sFT  0.99996901   -1 12 54.8
 FZ1965;UTM  17      - 3,989,263.044   490,499.950   MT  0.99960111   -0 03 43.4
 FZ1965
 FZ1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1965!SPC NC       -   0.99993864  x   0.99996901  =   0.99990766
 FZ1965!UTM  17      -   0.99993864  x   0.99960111  =   0.99953978
 FZ1965
 FZ1965|---------------------------------------------------------------------|
 FZ1965| PID    Reference Object                     Distance      Geod. Az  |
 FZ1965|                                                           dddmmss.s |
 FZ1965| FZ2231 BETHANY RM 1                          8.436 METERS 07305     |
 FZ1965| FZ2232 BETHANY RM 2                          8.869 METERS 31546     |
 FZ1965| FZ2230 BETHANY AZ MK                                      3183339.0 |
 FZ1965|---------------------------------------------------------------------|
 FZ1965
 FZ1965                          SUPERSEDED SURVEY CONTROL
 FZ1965
 FZ1965  NAD 83(1995)-  36 02 52.33349(N)    081 06 19.70105(W) AD(       ) 3
 FZ1965  NAD 83(1993)-  36 02 52.33646(N)    081 06 19.69974(W) AD(       ) 3
 FZ1965  NAD 83(1986)-  36 02 52.33835(N)    081 06 19.69970(W) AD(       ) 3
 FZ1965  NAD 27      -  36 02 51.86300(N)    081 06 20.40100(W) AD(       ) 3
 FZ1965
 FZ1965.Superseded values are not recommended for survey control.
 FZ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1965.See file dsdata.txt to determine how the superseded data were derived.
 FZ1965
 FZ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9050089263(NAD 83)
 FZ1965_MARKER: DS = TRIANGULATION STATION DISK
 FZ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1965
 FZ1965  HISTORY     - Date     Condition        Report By
 FZ1965  HISTORY     - 1949     MONUMENTED       CGS
 FZ1965
 FZ1965                          STATION DESCRIPTION
 FZ1965
 FZ1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FZ1965'STATION IS LOCATED IN AN APPLE ORCHARD ON THE TOP OF A HILL
 FZ1965'WHICH IS ABOUT 8 MILES NORTHEAST OF TAYLORSVILLE AND 7 MILES
 FZ1965'SOUTHEAST OF WILKESBORO ON PROPERTY OWNED BY MR. CLEVE
 FZ1965'ANDERSON.  THE MARK IS FLUSH AND THE DISK IS STAMPED BETHANY 1949.
 FZ1965'
 FZ1965'REFERENCE MARK NO. 1.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FZ1965'IS STAMPED BETHANY NO 1 1949.
 FZ1965'
 FZ1965'REFERENCE MARK NO. 2.  THE MARK PROJECTS 4 INCHES AND THE DISK
 FZ1965'IS STAMPED BETHANY NO 2 1949.
 FZ1965'
 FZ1965'AZIMUTH MARK IS 27 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD
 FZ1965'AND 3 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 FZ1965'AND THE DISK IS STAMPED BETHANY 1949.
 FZ1965'
 FZ1965'TO REACH THE STATION FROM THE WILKES COUNTY COURT HOUSE IN
 FZ1965'WILKESBORO, GO EAST ON STATE HIGHWAYS NO. 16 AND NO. 18 FOR 0.4
 FZ1965'MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 421, TURN RIGHT ON
 FZ1965'BLACK TOP ROAD AND GO SOUTHEAST FOR 8.4 MILES TO A FORK IN
 FZ1965'ROAD, TAKE RIGHT FORK AND GO 1.5 MILES TO THE AZIMUTH MARK ON
 FZ1965'THE RIGHT, CONTINUE FOR 1 MILE TO A DIRT ROAD RIGHT, TURN RIGHT
 FZ1965'INTO ORCHARD AND GO 0.1 MILE TO THE TOP OF HILL AND THE STATION
 FZ1965'AS DESCRIBED.
 FZ1965'
 FZ1965'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2492 ***********************************************************************
 EA2492  DESIGNATION -  BETHEA
 EA2492  PID         -  EA2492
 EA2492  STATE/COUNTY-  NC/ONSLOW
 EA2492  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2492
 EA2492                         *CURRENT SURVEY CONTROL
 EA2492  ___________________________________________________________________
 EA2492* NAD 83(2001)-  34 28 28.97073(N)    077 30 41.28146(W)     ADJUSTED  
 EA2492* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 EA2492  ___________________________________________________________________
 EA2492  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EA2492  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EA2492  HORZ ORDER  -  SECOND
 EA2492
 EA2492.The horizontal coordinates were established by classical geodetic methods
 EA2492.and adjusted by the National Geodetic Survey in August 2005.
 EA2492
 EA2492.The orthometric height was scaled from a topographic map.
 EA2492
 EA2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2492
 EA2492.The geoid height was determined by GEOID03.
 EA2492
 EA2492;                    North         East     Units Scale Factor Converg.
 EA2492;SPC NC       -    81,419.723   746,339.250   MT  0.99996384   +0 51 32.9
 EA2492;SPC NC       -   267,124.54  2,448,614.69   sFT  0.99996384   +0 51 32.9
 EA2492;UTM  18      - 3,817,655.946   269,342.834   MT  1.00025582   -1 25 20.0
 EA2492
 EA2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2492!SPC NC       -   1.00000419  x   0.99996384  =   0.99996803
 EA2492!UTM  18      -   1.00000419  x   1.00025582  =   1.00026001
 EA2492
 EA2492|---------------------------------------------------------------------|
 EA2492| PID    Reference Object                     Distance      Geod. Az  |
 EA2492|                                                           dddmmss.s |
 EA2492| EA3211 BETHEA RM 1                          52.740 METERS 04542     |
 EA2492| EA2364 GRANT                               APPROX.10.9 KM 0553830.5 |
 EA2492| EA3214 BETHEA RM 4                          95.024 METERS 16509     |
 EA2492| EA2523 TEMPORARY POINT S                   156.585 METERS 24645     |
 EA2492| EA3212 BETHEA RM 2                          42.690 METERS 28559     |
 EA2492| EA3213 BETHEA RM 3 AZIMUTH                                2925330.2 |
 EA2492|---------------------------------------------------------------------|
 EA2492
 EA2492                          SUPERSEDED SURVEY CONTROL
 EA2492
 EA2492  NAD 83(1986)-  34 28 28.98042(N)    077 30 41.29335(W) AD(       ) 2
 EA2492  NAD 83(1986)-  34 28 28.98392(N)    077 30 41.29455(W) AD(       ) 1
 EA2492  NAD 27      -  34 28 28.38263(N)    077 30 42.40854(W) AD(       ) 1
 EA2492  NGVD 29 (07/19/86)   10.7    (m)           35.     (f) VERT ANG    3  
 EA2492
 EA2492.Superseded values are not recommended for survey control.
 EA2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2492.See file dsdata.txt to determine how the superseded data were derived.
 EA2492
 EA2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6934317656(NAD 83)
 EA2492_MARKER: DS = TRIANGULATION STATION DISK
 EA2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2492_STAMPING: BETHEA 1932
 EA2492_MARK LOGO: CGS   
 EA2492_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2492+STABILITY: SURFACE MOTION
 EA2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA2492+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 EA2492
 EA2492  HISTORY     - Date     Condition        Report By
 EA2492  HISTORY     - 1932     MONUMENTED       CGS
 EA2492  HISTORY     - 1943     GOOD             CGS
 EA2492  HISTORY     - 1947     GOOD             CGS
 EA2492  HISTORY     - 1962     GOOD             CGS
 EA2492  HISTORY     - 1964     GOOD             CGS
 EA2492  HISTORY     - 1964     GOOD             CGS
 EA2492  HISTORY     - 1965     GOOD             CGS
 EA2492  HISTORY     - 1967     GOOD             USE
 EA2492  HISTORY     - 1972     GOOD             NGS
 EA2492  HISTORY     - 1974     GOOD             NGS
 EA2492  HISTORY     - 1979     GOOD             USE
 EA2492  HISTORY     - 1983     GOOD             USPSQD
 EA2492  HISTORY     - 19880407 GOOD             NCGS
 EA2492
 EA2492                          STATION DESCRIPTION
 EA2492
 EA2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 EA2492'STATION IS 2-3/4 MILES SE OF HOLLYRIDGE.  TO REACH FROM
 EA2492'HOLLYRIDGE (ON ROUTE 17), GO 0.25 MILE ON ROAD FROM S SIDE OF
 EA2492'HOLLYRIDGE SERVICE STATION WHICH LEADS TO BETHEA LANDING, KEEP
 EA2492'MAIN ROAD TO LEFT AT FORKS, PROCEED 1.05 MILES, TAKE LEFT-HAND
 EA2492'FORK, CONTINUE 0.15 MILE, KEEP STRAIGHT AHEAD BEYOND SCHOOL 0.25
 EA2492'MILE, TAKE RIGHT FORK, AND PROCEED ON MAIN-TRAVELED ROAD 1.3
 EA2492'MILES TO STATION.  STATION IS NEAR FENCE LINE, 6.0 METERS
 EA2492'(20 FEET) N OF ROAD LEADING TOWARDS STATION, ABOUT 65 METERS
 EA2492'(213 FEET) SW OF R.H. BETHEAS HOUSE, 9.44 METERS (31 FEET) W
 EA2492'OF 36-INCH LIVE OAK, AND 11.2 METERS (37 FEET) S OF S FACE
 EA2492'OF MOST WESTERLY OF FARM BUILDINGS.  SURFACE, UNDERGROUND,
 EA2492'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EA2492'REFERNCE MARK
 EA2492'NO. 1 IS IN OLD ORCHARD, 12.8 METERS (42 FEET) NW OF 12-INCH
 EA2492'MAGNOLIA TREE, 12.5 METERS (41 FEET) N OF NW CORNER OF FENCE
 EA2492'AROUND HOUSE, AND 170.3 FEET FROM STATION N 45
 EA2492'DEG 42 MIN E.  NO.2 IS IN OPEN FIELD, 13 METERS (43 FEET) NE
 EA2492'OF ROAD LEADING TO STATION, AND 140.2 FEET FROM STATION
 EA2492'N 74 DEG 00 MIN W. NO.3 IS 1 FOOT E OF N AND S WIRE FENCE,
 EA2492'ABOUT 5 METERS (16 FEET) W OF DIRT ROAD AT BEND,
 EA2492'ABOUT 75 METERS (246 FEET) S OF TOBACCO HOUSE ON W SIDE OF
 EA2492'ROAD, AND APPROXIMATELY 0.2 MILE FROM STATION
 EA2492'N 67 DEG 08 MIN W.
 EA2492
 EA2492                          STATION RECOVERY (1943)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA2492'THE STATION WAS RECOVERD AS DESCRIBED.  ORIGINAL DESCRIPTION
 EA2492'ADEQUATE.
 EA2492'
 EA2492'THE STATION IS 2-3/4 MILES SE OF HOLLYRIDGE ON LAND OWNED BY
 EA2492'R.H. BETHEA.  THE STATION IS NEAR THE FENCE LINE AND ABOUT 20
 EA2492'FEET N OF THE ROAD LEADING FROM THE FARMHOUSE TO THE MAIN ROAD.  IT
 EA2492'IS ABOUT 65 METERS SW OF THE FARMHOUSE, 9.44 METERS W OF A
 EA2492'36-INCH LIVE OAK, AND 11.2 METERS S OF S FACE OF MOST WESTERLY
 EA2492'OF FARM BUILDINGS.
 EA2492'
 EA2492'STATION AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS
 EA2492'IN CONCRETE.  REFERENCE MARKS ARE BRONZE
 EA2492'REFERENCE DISKS IN CONCRETE.
 EA2492'
 EA2492'REFERENCE MARK NO. 1 IS IN OLD ORCHARD 12.8 METERS NW OF
 EA2492'12-INCH MAGNOLIA TREE, 12.5 METERS N OF NW CORNER OF FENCE
 EA2492'AROUND HOUSE.
 EA2492'
 EA2492'REFERENCE MARK NO.2 IS IN AN OPEN FIELD 13 METERS NE OF OLD
 EA2492'ROAD LEADING TO THE STATION AND 4 METERS E OF THE ROAD RUNNING
 EA2492'DIAGONALLY ACROSS THE FIELD.
 EA2492'
 EA2492'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS 1 FOOT E OF N AND S
 EA2492'WIRE FENCE ABOUT 12 FEET FROM THE CENTER LINE OF THE MAIN ROAD
 EA2492'AND AT THE POINT WHERE THE FARM ROAD RUNNING DIAGONALLY ACROSS
 EA2492'THE FIELD ENTERS THE MAIN ROAD, AND ABOUT 75 METERS S OF OLD
 EA2492'BUILDING ON W SIDE OF ROAD.
 EA2492'
 EA2492'TO REACH THE STATION FROM HOLLYRIDGE (CAMP DAVIS) GO SE ON THE
 EA2492'FIRST ROAD NE OF THE MAIN GATE OF CAMP DAVIS, FOLLOWING THE
 EA2492'MAIN ROAD, FOR 1.6 MILES, TAKE RIGHT FORK AND FOLLOW 1.2 MILES
 EA2492'TO FARM ROAD LEADING DIAGONALLY OFF TO THE LEFT TO THE FARMHOUSE
 EA2492'AND THE STATION.
 EA2492
 EA2492                          STATION RECOVERY (1947)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA2492'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EA2492'TO BE IN GOOD CONDITION.  AN ACCURATE MEASURMENT COULD NOT BE
 EA2492'MADE TO THE MARKS DUE TO VARIOUS FENCES AND OUTBUILDINGS WHICH
 EA2492'WERE ON LINE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EA2492'
 EA2492'THE STATION IS LOCATED 2-3/4 MILES EAST OF HOLLY RIDGE ON
 EA2492'LAND OWNED BY R.H. BETHEA.  IT IS ABOUT 200 FEET SOUTHWEST OF
 EA2492'THE FARMHOUSE, 30 FEET WEST OF A 36 IN LIVE OAK TREE AND 25
 EA2492'FEET NORTH OF A TRACK ROAD LEADING TO THE FARM.  THE MARK
 EA2492'PROJECTS ABOUT 6 IN AND THE DISK IS STAMPED BETHEA 1932.
 EA2492'
 EA2492'REFERENCE MARK NO. 1 IS 170.3 FEET NORTHEAST OF THE STATION,
 EA2492'50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND
 EA2492'40 FEET NORTHWEST OF A 12 IN MAGNOLIA TREE.  THE DISK IS
 EA2492'STAMPED BETHEA NO 1 1932.
 EA2492'
 EA2492'REFERENCE MARK NO. 2 IS 140.2 FEET NORTHWEST OF THE STATION,
 EA2492'1 FOOT SOUTHWEST OF A TALL, CHICKEN WIRE FENCE AND 25 FEET
 EA2492'NORTHEAST OF THE TRACK ROAD LEADING TO THE FARM.  THE MARK
 EA2492'PROJECTS ABOUT 6 IN AND THE DISK IS STAMPED BETHEA NO 2 1932.
 EA2492'
 EA2492'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.2 MILE NORTHWEST OF
 EA2492'THE STATION AND 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 EA2492'A MAIN TRAVELLED DIRT ROAD WHERE THE FARM ROAD ENTERS IT
 EA2492'DIAGONALLY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 EA2492'STAMPED BETHEA NO 3 1932.
 EA2492'
 EA2492'TO REACH THE STATION FROM THE POST OFFICE AT HOLLY RIDGE, GO
 EA2492'NORTHEAST ON U.S. HIGHWAY 17 FOR ABOUT ONE BLOCK TO FIRST
 EA2492'STREET RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.6 MILES TO A
 EA2492'FORK.  TAKE RIGHT FORK AND GO 1.2 MILES TO THE AZIMUTH MARK ON
 EA2492'THE RIGHT AS DESCRIBED.  GO LEFT DIAGONALLY FOR 0.2 MILE AND
 EA2492'THE STATION ON THE LEFT JUST BEFORE COMING TO THE FARM
 EA2492'BUILDINGS.
 EA2492
 EA2492                          STATION RECOVERY (1962)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2492'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 EA2492'RECOVERED AS DESCRIBED IN 1932.  AN ERROR WAS FOUND IN THE
 EA2492'DISTANCE TO THE REFERENCE MARKS OF 1947 RECOVERY.  REFERENCE
 EA2492'MARK NO. 3 (AZIMUTH MARK) WAS SEARCHED FOR BUT COULD NOT BE
 EA2492'FOUND, IT HAS PROBABLY BEEN DESTROYED BY ROAD
 EA2492'IMPROVEMENT.  THEREFORE REFERENCE MARK NO. 4 WAS ESTABLISHED AND
 EA2492'IS AS DESCRIBED.
 EA2492'
 EA2492'REFERENCE MARK NO. 4 IS 30 FEET WEST OF AN 8 INCH PINE TREE
 EA2492'AND 21 FEET SOUTHEAST OF THE CENTER OF DIRT ROAD.  IT IS MARKED
 EA2492'BY A STANDARD DISK SET IN THE TOP OF A 12X12 INCH CONCRETE
 EA2492'MONUMENT.  THE DISK IS STAMPED BETHEA NO 4 1932.  THE MARK
 EA2492'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA2492'
 EA2492'A NEW TO REACH DESCRIPTION FOLLOWS--TO REACH THE STATION FROM
 EA2492'THE POST OFFICE IN HOLLY RIDGE, GO SOUTH ON U.S. HIGHWAY NO. 17
 EA2492'FOR ONE-HALF BLOCK TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 EA2492'EASTERLY FOR 1.6 MILES TO A FORK, TAKE RIGHT FORK (GRAVEL AND
 EA2492'DIRT ROAD) AND CONTINUE EASTERLY FOR 1.35 MILES TO A SIDE ROAD
 EA2492'LEFT.  TURN LEFT AND GO NORTHERLY FOR 0.1 MILE TO REFERENCE
 EA2492'MARK NO. 4 ON THE RIGHT, CONTINUE NORTHERLY ON DIRT ROAD FOR
 EA2492'0.05 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST
 EA2492'AND SOUTH PASSING FARM HOUSE FOR 0.05 MILE TO STATION ON THE
 EA2492'RIGHT.
 EA2492'
 EA2492'HEIGHT OF LIGHT ABOVE STATION MARK 26.03 METERS.
 EA2492
 EA2492                          STATION RECOVERY (1964)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2492'THE STATION MARK, R.M. NO 1, R.M. NO 2 AND R.M. NO 4 WERE
 EA2492'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE R.M.S
 EA2492'WERE VERIFIED AS REPORTED BY S.C.M. IN 1962.  THE RECOVERY
 EA2492'NOTES BY C.R.R. IN 1947 AND S.C.M. IN 1962 ARE ADEQUATE WITH
 EA2492'THE FOLLOWING ADDITIONS--
 EA2492'
 EA2492'THE STATION IS STAMPED BETHEA 1932 AND PROJECTS ABOUT 4 INCHES.
 EA2492'
 EA2492'R.M. NO 1 IS STAMPED BETHEA NO 1 1932 AND PROJECTS ABOUT 10 INCHES.
 EA2492'
 EA2492'R.M. NO 2 IS STAMPD BETHEA NO 2 1932 AND PROJECTS ABOUT 10
 EA2492'INCHES.  IT IS 26.0 FEET FROM CENTERLINE OF FARM ROAD AND
 EA2492'23.0 FEET SOUTH SOUTHEAST OF TWIN OAK TREES THAT ARE ABOUT 12
 EA2492'INCHES IN DIAMETER.  THE OAK TREES ARE LOCATED IN THE EDGE OF A
 EA2492'CULTIVATED FIELD.
 EA2492'
 EA2492'R.M. NO 4 IS STAMPED BETHEA NO 4 1932 AND PROJECTS 4 INCHES.  THE
 EA2492'MARK IS 31.3 FEET WEST OF AN 8 INCH PINE TREE AND 19.0 FEET
 EA2492'SOUTHEAST OF THE CENTER OF A DIRT ROAD.
 EA2492
 EA2492                          STATION RECOVERY (1964)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EA2492'STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 EA2492'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 (AZIMUTH
 EA2492'MARK) WAS NOT RECOVERED.  THE PROPERTY OWNER STATED THAT
 EA2492'REFERENCE MARK NO. 3 HAD BEEN DESTROYED.  HE ALSO STATED THAT
 EA2492'A NEW MARK HAD BEEN SET BUT SINCE THE LATEST DESCRIPTION WAS
 EA2492'NOT AVAILABLE THIS MARK WAS NOT RECOVERED.
 EA2492
 EA2492                          STATION RECOVERY (1965)
 EA2492
 EA2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 EA2492'THE STATION MARK AND ALL THE REFERENCE MARKS WERE RECOVERED IN
 EA2492'GOOD CONDITION.  THE 1962 DESCRIPTION AND THE ROUTE TO REACH
 EA2492'THE STATION IS ADEQUATE.
 EA2492'
 EA2492'FOLLOWING ARE ADDITIONAL MEASUREMENTS TO THE MARKS.
 EA2492'
 EA2492'THE STATION MARK IS 29 FEET NORTH OF THE CENTER OF A TRACK
 EA2492'ROAD, 27 FEET WEST OF A 50-INCH OAK TREE AND 20.5 FEET SOUTH OF
 EA2492'A SMALL BUILDING.
 EA2492'
 EA2492'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE NORTHWEST CORNER
 EA2492'OF A HOUSE AND 10.5 FEET EAST-SOUTHEAST OF A 10-INCH OAK TREE.
 EA2492'
 EA2492'REFERENCE MARK NO. 2 IS 26 FEET NORTHEAST OF THE CENTER OF
 EA2492'THE TRACK ROAD AND 14 FEET NORTH OF A 4-INCH PINE TREE.
 EA2492'
 EA2492'REFERENCE MARK NO. 4 IS 31 FEET WEST OF A 12-INCH PINE TREE,
 EA2492'19 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD AND 2 FEET NORTH
 EA2492'OF A WITNESS POST WITH SIGN ATTACHED.
 EA2492'
 EA2492'HEIGHT OF LIGHT ABOVE STATION MARK 30.14 METERS.
 EA2492
 EA2492                          STATION RECOVERY (1967)
 EA2492
 EA2492'RECOVERY NOTE BY US ENGINEERS 1967
 EA2492'THE STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK
 EA2492'STAMPED BETHEA 1932 SET IN A 12 IN BY 12 IN CONCRETE
 EA2492'MONUMENT PROJECTING 6 IN ABOVE THE GROUND.
 EA2492'
 EA2492'STATION IS LOCATED 25 FT N OF THE CENTERLINE OF THE FARM
 EA2492'ROAD, AND 213 FT W-SW OF THE SW CORNER OF THE FARM HOUSE.
 EA2492'
 EA2492'TO REACH FROM THE POST OFFICE AT HOLLY RIDGE PROCEED 1 BLOCK
 EA2492'NE ON RT. 17 AND TURN RIGHT.  PROCEED SE ON THE THOMAS LANDING
 EA2492'ROAD 1.6 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE 1.2 MILE
 EA2492'TO A TRUCK ROAD, TURN LEFT ON TRUCK ROAD AND PROCEED 0.2 MILE TO
 EA2492'STATION SITE.
 EA2492'
 EA2492'R.M. 1 IS LOCATED 170.3 FT FROM THE STATION ON A M.AZ. OF
 EA2492'67 DEG.  IT IS 50 FT NW OF THE NW CORNER OF THE FARM HOUSE.
 EA2492'
 EA2492'R.M. 2 IS 140.2 FT FROM THE STATION ON A M.AZ. OF 318 DEG.  IT
 EA2492'IS 25 FT NE OF THE FARM ROAD.
 EA2492
 EA2492                          STATION RECOVERY (1972)
 EA2492
 EA2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RST)
 EA2492'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 EA2492'IN GOOD CONDITION.  REFERENCE MARK NO. 4 WAS NOT SEARCHED FOR.
 EA2492'
 EA2492'TO REACH FROM THE POST OFFICE AT HOLLY RIDGE PROCEED 1 BLOCK
 EA2492'NORTHEAST ON U.S. HWY 17 AND TURN RIGHT.  PROCEED SOUTHEAST
 EA2492'ON THE THOMAS LANDING ROAD 1.6 MILES TO A FORK, TAKE RIGHT
 EA2492'FORK AND CONTINUE 1.2 MILES TO A PAVED ROAD LEFT, TURN LEFT
 EA2492'AND PROCEED 0.2 MILE TO THE STATION ON THE LEFT.
 EA2492'
 EA2492'THE STATION IS A STANDARD DISK STAMPED BETHEA 1932 SET IN
 EA2492'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6
 EA2492'INCHES ABOVE THE GROUND.  THE STATION IS LOCATED 25 FEET NORTH OF
 EA2492'THE CENTERLINE OF THE FARM ROAD, AND 213 FEET WEST SOUTHWEST OF
 EA2492'THE SOUTHWEST CORNER OF THE FARM HOUSE.
 EA2492'
 EA2492'REFERENCE MARK NO. 1 IS LOCATED 170.3 FEET NORTHEAST OF THE
 EA2492'STATION.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EA2492'THE FARM HOUSE.
 EA2492'
 EA2492'REFERENCE MARK NO. 2 IS 140.2 FEET NORTHWEST OF THE STATION.
 EA2492
 EA2492                          STATION RECOVERY (1974)
 EA2492
 EA2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA2492'STATION, AND REFERENCE MARK 1, AND REFERENCE MARK 2 ALL
 EA2492'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 EA2492'THE RECOVERY NOTES OF 1947, 1950, 1964, AND 1967 ARE ADEQUATE
 EA2492'WITH THE FOLLOWING CHANGE--REFERENCE MARK 4 IS LOST, AND
 EA2492'BELIEVED DESTROYED BY THE THE BUILDING OF A FIRE LINE.  THE
 EA2492'ROADS MENTIONED ARE NOW PAVED.
 EA2492
 EA2492                          STATION RECOVERY (1979)
 EA2492
 EA2492'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 EA2492'BETHEA 1932 FOUND GOOD, DESCRIPTION ADEQUATE.
 EA2492
 EA2492                          STATION RECOVERY (1983)
 EA2492
 EA2492'RECOVERY NOTE BY US POWER SQUADRON 1983 (HW)
 EA2492'BETHEA 1932 RECOVERED EXCELLENT.
 EA2492'
 EA2492'DAVE HALLY RIDGE ON SOUND ROAD - STATE ROAD 1538 (FORMERLY CALLED
 EA2492'THOMAS LANDING ROAD).  GO 1.6 MILES TO FORK AND GO STRAIGHT ON THE
 EA2492'RIGHT FORK, STILL NO. 1538.  FROM FORK, GO 1.4 MILES TO PAVED ROAD
 EA2492'ON LEFT (WATER WAY IS 3/10 MILE ON DOWN 1538).  TURN LEFT TO FIRST
 EA2492'HOUSE ON LEFT 2/10 MILE.  STATION IS AS DESCRIBED ON 1967 SKETCH.
 EA2492'ROAD IN PART OF HOUSE IS LOCALLY KNOWN AS LOOP ROAD.
 EA2492
 EA2492                          STATION RECOVERY (1988)
 EA2492
 EA2492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EA2492'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3214 ***********************************************************************
 EA3214  DESIGNATION -  BETHEA RM 4
 EA3214  PID         -  EA3214
 EA3214  STATE/COUNTY-  NC/ONSLOW
 EA3214  USGS QUAD   -  HOLLY RIDGE (1997)
 EA3214
 EA3214                         *CURRENT SURVEY CONTROL
 EA3214  ___________________________________________________________________
 EA3214* NAD 83(2001)-  34 28 25.98996(N)    077 30 40.32684(W)     ADJUSTED  
 EA3214* NAVD 88     -         6.6    (meters)      22.     (feet)  VERT ANG  
 EA3214  ___________________________________________________________________
 EA3214  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 EA3214  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 EA3214  HORZ ORDER  -  SECOND
 EA3214
 EA3214.The horizontal coordinates were established by classical geodetic methods
 EA3214.and adjusted by the National Geodetic Survey in August 2005.
 EA3214
 EA3214.The orthometric height was determined by vertical angle observations.
 EA3214
 EA3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3214
 EA3214.The geoid height was determined by GEOID03.
 EA3214
 EA3214;                    North         East     Units Scale Factor Converg.
 EA3214;SPC NC       -    81,328.252   746,364.985   MT  0.99996404   +0 51 33.4
 EA3214;SPC NC       -   266,824.44  2,448,699.12   sFT  0.99996404   +0 51 33.4
 EA3214;UTM  18      - 3,817,563.496   269,364.914   MT  1.00025570   -1 25 19.4
 EA3214
 EA3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3214!SPC NC       -   1.00000484  x   0.99996404  =   0.99996888
 EA3214!UTM  18      -   1.00000484  x   1.00025570  =   1.00026054
 EA3214
 EA3214                          SUPERSEDED SURVEY CONTROL
 EA3214
 EA3214  NAD 83(1986)-  34 28 25.99969(N)    077 30 40.33884(W) AD(       ) 2
 EA3214
 EA3214.Superseded values are not recommended for survey control.
 EA3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3214.See file dsdata.txt to determine how the superseded data were derived.
 EA3214
 EA3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6936517563(NAD 83)
 EA3214_MARKER: DZ = AZIMUTH MARK DISK
 EA3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3214_STAMPING: BETHEA NO 4 1932
 EA3214_MARK LOGO: CGS   
 EA3214_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3214+STABILITY: SURFACE MOTION
 EA3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA3214+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 EA3214
 EA3214  HISTORY     - Date     Condition        Report By
 EA3214  HISTORY     - 1962     MONUMENTED       CGS
 EA3214  HISTORY     - 19880407 GOOD             NCGS
 EA3214
 EA3214                          STATION DESCRIPTION
 EA3214
 EA3214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EA3214'DESCRIPTION ADEQUATE, NEW REFERENCES FOLLOW.  LOCATED 5.79 M (19.00
 EA3214'FT) SOUTHEAST OF THE CENTERLINE OF SR 1537 (HARDISON RD.), 47.55 M
 EA3214'(156.00 FT) SOUTHWEST OF THE CENTERLINE OF A DIRT DRIVEWAY--AND 5.12 M
 EA3214'(16.80 FT) NORTH-NORTHWEST OF A 12-INCH PINE, 7.86 M (25.79 FT) WEST
 EA3214'OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0826 ***********************************************************************
 AI0826  DESIGNATION -  BETHEA RM 5
 AI0826  PID         -  AI0826
 AI0826  STATE/COUNTY-  NC/ONSLOW
 AI0826  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0826
 AI0826                         *CURRENT SURVEY CONTROL
 AI0826  ___________________________________________________________________
 AI0826* NAD 83(2007)-  34 28 27.76541(N)    077 30 37.70193(W)     ADJUSTED  
 AI0826* NAVD 88     -         6.4    (meters)      21.     (feet)  GPS OBS   
 AI0826  ___________________________________________________________________
 AI0826  EPOCH DATE  -        2002.00
 AI0826  X           -   1,138,318.088 (meters)                     COMP
 AI0826  Y           -  -5,139,066.235 (meters)                     COMP
 AI0826  Z           -   3,589,931.762 (meters)                     COMP
 AI0826  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AI0826  ELLIP HEIGHT-         -30.986 (meters)          (02/10/07) ADJUSTED
 AI0826  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 AI0826
 AI0826  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0826  Type    PID    Designation                      North   East  Ellip
 AI0826  -------------------------------------------------------------------
 AI0826  NETWORK AI0826 BETHEA RM 5                       0.80   1.31   5.37
 AI0826  -------------------------------------------------------------------
 AI0826
 AI0826.The horizontal coordinates were established by GPS observations
 AI0826.and adjusted by the National Geodetic Survey in February 2007.
 AI0826
 AI0826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0826.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0826.The horizontal coordinates are valid at the epoch date displayed above.
 AI0826.The epoch date for horizontal control is a decimal equivalence
 AI0826.of Year/Month/Day.
 AI0826
 AI0826.The orthometric height was determined by GPS observations and a
 AI0826.high-resolution geoid model.
 AI0826
 AI0826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0826
 AI0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0826
 AI0826.The ellipsoidal height was determined by GPS observations
 AI0826.and is referenced to NAD 83.
 AI0826
 AI0826.The geoid height was determined by GEOID03.
 AI0826
 AI0826;                    North         East     Units Scale Factor Converg.
 AI0826;SPC NC       -    81,383.958   746,431.139   MT  0.99996392   +0 51 35.0
 AI0826;SPC NC       -   267,007.20  2,448,916.16   sFT  0.99996392   +0 51 35.0
 AI0826;UTM  18      - 3,817,616.540   269,433.253   MT  1.00025531   -1 25 17.9
 AI0826
 AI0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0826!SPC NC       -   1.00000486  x   0.99996392  =   0.99996878
 AI0826!UTM  18      -   1.00000486  x   1.00025531  =   1.00026018
 AI0826
 AI0826                          SUPERSEDED SURVEY CONTROL
 AI0826
 AI0826  NAD 83(2001)-  34 28 27.76585(N)    077 30 37.70135(W) AD(       ) 1
 AI0826  ELLIP H (03/13/03)  -30.973  (m)                       GP(       ) 4 2
 AI0826  NAD 83(1986)-  34 28 27.77555(N)    077 30 37.71328(W) AD(       ) 1
 AI0826
 AI0826.Superseded values are not recommended for survey control.
 AI0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0826.See file dsdata.txt to determine how the superseded data were derived.
 AI0826
 AI0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6943317617(NAD 83)
 AI0826_MARKER: DR = REFERENCE MARK DISK
 AI0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0826_STAMPING: BETHEA NO. 5 1988
 AI0826_MARK LOGO: NGS   
 AI0826_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0826+STABILITY: SURFACE MOTION
 AI0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0826+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AI0826
 AI0826  HISTORY     - Date     Condition        Report By
 AI0826  HISTORY     - 1988     MONUMENTED       NCGS
 AI0826
 AI0826                          STATION DESCRIPTION
 AI0826
 AI0826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0826'STATION IS LOCATED ABOUT 4.62 KM (2.85 MI) EAST-SOUTHEAST OF HOLLY
 AI0826'RIDGE. PROCEED ALONG SR 1588 (THOMAS LANDING RD.) FOR 4.70 KM (2.90
 AI0826'MI) SOUTHEAST FROM THE POST OFFICE IN HOLLY RIDGE, THENCE NORTHEAST
 AI0826'ALONG SR 1537 (HARDISON RD.) FOR 0.30 KM (0.20 MI) , TO STATION IN A
 AI0826'CLEARED AREA. MARK IS 2 FEET (0.6 M) LOWER THAN THE ROAD AND RECESSED
 AI0826'2 INCHES BELOW THE GROUND. LOCATED 13.87 M (45.51 FT) SOUTHEAST OF THE
 AI0826'CENTERLINE OF SR 1537, 5.73 M (18.80 FT) SOUTH OF A ROUND CONCRETE
 AI0826'FOOTING WITH A STEEL POST, 27.74 M (91.01 FT) SOUTHWEST OF THE WEST
 AI0826'END OF A DRIVEWAY CULVERT, 40.36 M (132.41 FT) SOUTHWEST OF A STEEL
 AI0826'POLE IMBEDDED IN A SQUARE CONCRETE FOOTING, AND 43.89 M (144.00 FT)
 AI0826'NORTHEAST OF A 24-INCH PINE TREE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2214 ***********************************************************************
 EZ2214  DESIGNATION -  BETHEL
 EZ2214  PID         -  EZ2214
 EZ2214  STATE/COUNTY-  NC/WAKE
 EZ2214  USGS QUAD   -  GARNER (1993)
 EZ2214
 EZ2214                         *CURRENT SURVEY CONTROL
 EZ2214  ___________________________________________________________________
 EZ2214* NAD 83(2001)-  35 40 11.94300(N)    078 36 16.14644(W)     ADJUSTED  
 EZ2214* NAVD 88     -        95.730  (meters)     314.07   (feet)  ADJUSTED  
 EZ2214  ___________________________________________________________________
 EZ2214  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 EZ2214  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 EZ2214  DYNAMIC HT  -          95.645 (meters)     313.80  (feet)  COMP
 EZ2214  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 EZ2214
 EZ2214  HORZ ORDER  -  SECOND
 EZ2214  VERT ORDER  -  SECOND    CLASS II
 EZ2214
 EZ2214.The horizontal coordinates were established by classical geodetic methods
 EZ2214.and adjusted by the National Geodetic Survey in August 2005.
 EZ2214
 EZ2214.The orthometric height was determined by differential leveling
 EZ2214.and adjusted in June 1991.
 EZ2214
 EZ2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2214
 EZ2214.The geoid height was determined by GEOID03.
 EZ2214
 EZ2214.The dynamic height is computed by dividing the NAVD 88
 EZ2214.geopotential number by the normal gravity value computed on the
 EZ2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2214.degrees latitude (g = 980.6199 gals.).
 EZ2214
 EZ2214.The modeled gravity was interpolated from observed gravity values.
 EZ2214
 EZ2214;                    North         East     Units Scale Factor Converg.
 EZ2214;SPC NC       -   213,057.545   645,406.579   MT  0.99989916   +0 13 41.8
 EZ2214;SPC NC       -   699,006.30  2,117,471.42   sFT  0.99989916   +0 13 41.8
 EZ2214;UTM  17      - 3,949,989.782   716,818.385   MT  1.00017933   +1 23 50.7
 EZ2214
 EZ2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2214!SPC NC       -   0.99999020  x   0.99989916  =   0.99988936
 EZ2214!UTM  17      -   0.99999020  x   1.00017933  =   1.00016953
 EZ2214
 EZ2214:                Primary Azimuth Mark                     Grid Az
 EZ2214:SPC NC       -  PRODUCER                                 011 29 24.6
 EZ2214:UTM  17      -  PRODUCER                                 010 19 15.7
 EZ2214
 EZ2214|---------------------------------------------------------------------|
 EZ2214| PID    Reference Object                     Distance      Geod. Az  |
 EZ2214|                                                           dddmmss.s |
 EZ2214| EZ5240 PRODUCER                            APPROX. 0.5 KM 0114306.4 |
 EZ2214| EZ2215 KENDALL                             296.042 METERS 19600     |
 EZ2214|---------------------------------------------------------------------|
 EZ2214
 EZ2214                          SUPERSEDED SURVEY CONTROL
 EZ2214
 EZ2214  NAD 83(1986)-  35 40 11.95238(N)    078 36 16.15656(W) AD(       ) 2
 EZ2214  NAD 27      -  35 40 11.39968(N)    078 36 17.14200(W) AD(       ) 2
 EZ2214  NGVD 29 (??/??/92)   95.976  (m)          314.88   (f) ADJ UNCH    2 2
 EZ2214
 EZ2214.Superseded values are not recommended for survey control.
 EZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2214.See file dsdata.txt to determine how the superseded data were derived.
 EZ2214
 EZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1681849990(NAD 83)
 EZ2214_MARKER: DE = TRAVERSE STATION DISK
 EZ2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2214_STAMPING: BETHEL 1968
 EZ2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2214+STABILITY: SURFACE MOTION
 EZ2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2214+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 EZ2214
 EZ2214  HISTORY     - Date     Condition        Report By
 EZ2214  HISTORY     - 1968     MONUMENTED       NCGS
 EZ2214  HISTORY     - 1976     GOOD             NCGS
 EZ2214  HISTORY     - 1987     GOOD             USPSQD
 EZ2214  HISTORY     - 20050528 GOOD             USPSQD
 EZ2214  HISTORY     - 20060919 GOOD             USPSQD
 EZ2214  HISTORY     - 20071107 GOOD             GEOCAC
 EZ2214
 EZ2214                          STATION DESCRIPTION
 EZ2214
 EZ2214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ2214'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2214'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ2214'
 EZ2214'BETHEL IS LOCATED APPROXIMATELY 2.6 MILES SOUTH OF THE CENTER
 EZ2214'OF GARNER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ2214'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 2.6 MILES
 EZ2214'TO NEW BETHEL CEMETERY, AND STATION.  WHICH IS ON THE WEST
 EZ2214'SIDE OF NC 50, AT NORTHEAST CORNER OF CEMETERY AT SOUTH SIDE OF
 EZ2214'DRIVEWAY.
 EZ2214'
 EZ2214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2214'BETHEL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2214'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2214'
 EZ2214'MARK IS
 EZ2214'
 EZ2214'41.0 FT WNW OF C/L OF NC 50
 EZ2214'
 EZ2214'10.6 FT ESE OF PP 52 WITH ALUMINUM REF. TAG AT NORTH SIDE OF
 EZ2214'CEMETERY
 EZ2214'
 EZ2214'18.7 FT SW OF 4X4 POST WHICH IS THE EASTERNMOST POST FOR
 EZ2214'SIGN MOBILE HILL ESTATES, AND WITH ALUMINUM REF. TAG
 EZ2214'
 EZ2214'14.0 FT S OF FENCE POST WHICH IS FIRST POST WEST OF CORNER
 EZ2214'POST AND WITH ALUMINUM REF. TAG
 EZ2214'
 EZ2214'7.0 FT S OF C/L OF SOIL DRIVEWAY
 EZ2214'
 EZ2214'24.8 FT NE OF TOP NE CORNER OF GRAVE MARKER FOR PEARL AND
 EZ2214'JOSEPH LASSITER
 EZ2214
 EZ2214                          STATION RECOVERY (1976)
 EZ2214
 EZ2214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2214'2.6 MI S FROM GARNER.
 EZ2214'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED
 EZ2214'SOUTH ALONG NC 50 FOR 2.65 MILES TO NEW BETHEL CHURCH AND CEMETERY AND
 EZ2214'STATION ON RIGHT AT NORTHEAST CORNER OF THE CEMETERY, APPROXIMATELY
 EZ2214'200 FEET NORTH OF T INTERSECTION WITH SR 2703 (SE), 41.0 FT. WNW OF
 EZ2214'CENTERLINE OF NC 50, 7.0 FT. S OF CENTERLINE OF SOIL DRIVEWAY, 24.8
 EZ2214'FT. NE OF TOP OF NE CORNER OF GRAVE MARKER FOR PEARL AND JOSEPH
 EZ2214'LASSITER, 14.0 FT. S OF FIRST FENCE POST WEST OF CORNER POST WITH
 EZ2214'ALUMINUM REF. TAG, 9.5 FT. ESE OF POWER POLE WITH ALUMINUM REF. TAG AT
 EZ2214'NORTH SIDE OF CEMETERY.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 EZ2214'THE SURFACE OF THE GROUND.
 EZ2214
 EZ2214                          STATION RECOVERY (1987)
 EZ2214
 EZ2214'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ2214'RECOVERED IN GOOD CONDITION.
 EZ2214
 EZ2214                          STATION RECOVERY (2005)
 EZ2214
 EZ2214'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2214'N 35 40.201
 EZ2214'W 078 36.269
 EZ2214
 EZ2214                          STATION RECOVERY (2006)
 EZ2214
 EZ2214'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2214'RECOVERED IN GOOD CONDITION.
 EZ2214
 EZ2214                          STATION RECOVERY (2007)
 EZ2214
 EZ2214'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ2214'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1296 ***********************************************************************
 EY1296  DESIGNATION -  BETHEL
 EY1296  PID         -  EY1296
 EY1296  STATE/COUNTY-  NC/WAYNE
 EY1296  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY1296
 EY1296                         *CURRENT SURVEY CONTROL
 EY1296  ___________________________________________________________________
 EY1296* NAD 83(2001)-  35 24 44.32973(N)    077 58 58.02929(W)     ADJUSTED  
 EY1296* NAVD 88     -        40.410  (meters)     132.58   (feet)  ADJUSTED  
 EY1296  ___________________________________________________________________
 EY1296  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 EY1296  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EY1296  DYNAMIC HT  -          40.375 (meters)     132.46  (feet)  COMP
 EY1296  MODELED GRAV-     979,753.4   (mgal)                       NAVD 88
 EY1296
 EY1296  HORZ ORDER  -  SECOND
 EY1296  VERT ORDER  -  SECOND    CLASS I
 EY1296
 EY1296.The horizontal coordinates were established by classical geodetic methods
 EY1296.and adjusted by the National Geodetic Survey in August 2005.
 EY1296
 EY1296.The orthometric height was determined by differential leveling
 EY1296.and adjusted in June 1991.
 EY1296
 EY1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1296
 EY1296.The geoid height was determined by GEOID03.
 EY1296
 EY1296.The dynamic height is computed by dividing the NAVD 88
 EY1296.geopotential number by the normal gravity value computed on the
 EY1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1296.degrees latitude (g = 980.6199 gals.).
 EY1296
 EY1296.The modeled gravity was interpolated from observed gravity values.
 EY1296
 EY1296;                    North         East     Units Scale Factor Converg.
 EY1296;SPC NC       -   184,874.113   701,979.600   MT  0.99987650   +0 35 13.6
 EY1296;SPC NC       -   606,541.15  2,303,078.07   sFT  0.99987650   +0 35 13.6
 EY1296;UTM  18      - 3,922,856.115   229,147.710   MT  1.00050416   -1 43 46.0
 EY1296;UTM  17      - 3,922,951.082   773,979.496   MT  1.00052517   +1 44 58.0
 EY1296
 EY1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1296!SPC NC       -   0.99999915  x   0.99987650  =   0.99987565
 EY1296!UTM  18      -   0.99999915  x   1.00050416  =   1.00050331
 EY1296!UTM  17      -   0.99999915  x   1.00052517  =   1.00052432
 EY1296
 EY1296:                Primary Azimuth Mark                     Grid Az
 EY1296:SPC NC       -  MISSION HUB TEMP                         005 14 30.3
 EY1296:UTM  18      -  MISSION HUB TEMP                         007 33 29.9
 EY1296:UTM  17      -  MISSION HUB TEMP                         004 04 45.9
 EY1296
 EY1296|---------------------------------------------------------------------|
 EY1296| PID    Reference Object                     Distance      Geod. Az  |
 EY1296|                                                           dddmmss.s |
 EY1296| EY2897 MISSION HUB TEMP                    APPROX. 0.9 KM 0054943.9 |
 EY1296| EY2847 COLE                                221.199 METERS 25838     |
 EY1296|---------------------------------------------------------------------|
 EY1296
 EY1296                          SUPERSEDED SURVEY CONTROL
 EY1296
 EY1296  NAD 83(1986)-  35 24 44.33815(N)    077 58 58.03732(W) AD(       ) 2
 EY1296  NAD 27      -  35 24 43.75694(N)    077 58 59.08073(W) AD(       ) 2
 EY1296  NGVD 29 (??/??/92)   40.722  (m)          133.60   (f) ADJ UNCH    2 1
 EY1296
 EY1296.Superseded values are not recommended for survey control.
 EY1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1296.See file dsdata.txt to determine how the superseded data were derived.
 EY1296
 EY1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2914822856(NAD 83)
 EY1296_MARKER: DE = TRAVERSE STATION DISK
 EY1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1296_SP_SET: CONCRETE POST
 EY1296_STAMPING: BETHEL 1975
 EY1296_MARK LOGO: NCGS  
 EY1296_PROJECTION: FLUSH
 EY1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1296+STABILITY: SURFACE MOTION
 EY1296
 EY1296  HISTORY     - Date     Condition        Report By
 EY1296  HISTORY     - 1975     MONUMENTED       NCGS
 EY1296  HISTORY     - 1978     GOOD             NCGS
 EY1296  HISTORY     - 1987     GOOD             USPSQD
 EY1296
 EY1296                          STATION DESCRIPTION
 EY1296
 EY1296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1296'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1296'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY1296'
 EY1296'BETHEL IS LOCATED IN THE NORTHEAST SECTION OF GOLDSBORO.  TO
 EY1296'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH
 EY1296'U.S. 117 BUSINESS AT NORTH EDGE OF GOLDSBORO, PROCEED NORTH
 EY1296'ALONG U.S. 117 FOR 0.05 MILE TO STATION ON RIGHT, AND IN THE
 EY1296'SOUTHWEST CORNER OF THE EL BETHEL TEMPLE CHURCH YARD.
 EY1296'
 EY1296'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1296'BETHEL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1296'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1296'
 EY1296'MARK IS 25.0 FT ESE OF C/L OF U.S. 117
 EY1296'
 EY1296'16.8 FT NNE OF C/L OF SOUTHERNMOST DRIVEWAY OF CHURCH
 EY1296'
 EY1296'62.3 FT WNW OF SW CORNER OF CHURCH
 EY1296'
 EY1296'22.9 FT SSW OF WESTERNMOST BRICK SUPPORT POST OF CHURCH SIGN
 EY1296'
 EY1296'58.6 FT SSW OF PP WITH TRANSFORMER AND LIGHT AND WITH ALUMINUM
 EY1296'REF. TAG
 EY1296'
 EY1296'49.6 FT NW OF 36 INCH OAK WITH ALUMINUM REF. TAG
 EY1296
 EY1296                          STATION RECOVERY (1978)
 EY1296
 EY1296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1296'IN GOLDSBORO.
 EY1296'TO REACH THE STATION FROM THE INTERSECTION OF US 117 BYPASS WITH US
 EY1296'117 BUSINESS AT THE NORTH EDGE OF GOLDSBORO, PROCEED NORTH ALONG US
 EY1296'117 FOR 0.05 MILE TO STATION ON THE RIGHT IN THE SOUTHWEST CORNER OF
 EY1296'THE EL BETHEL TEMPLE CHURCH YARD, 25.0 FT. EAST SOUTHEAST OF THE
 EY1296'CENTERLINE OF US 117, 16.8 FT. NORTH NORTHEAST OF THE CENTERLINE OF
 EY1296'SOUTHERNMOST DRIVEWAY OF CHURCH, 62.3 FT. WEST NORTHWEST OF SOUTHWEST
 EY1296'CORNER OF CHURCH, 22.9 FT. SOUTH SOUTHWEST OF WESTERNMOST BRICK
 EY1296'SUPPORT POST OF CHURCH SIGN, 58.6 FT. SOUTH SOUTHWEST OF POWER POLE
 EY1296'WITH TRANSFORMER AND LIGHT AND WITH REFERENCE TAG AND 49.6 FT. NORTH
 EY1296'WEST OF 36 INCH OAK WITH REFERENCE TAG.
 EY1296
 EY1296                          STATION RECOVERY (1987)
 EY1296
 EY1296'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1095 ***********************************************************************
 EY1095  DESIGNATION -  BETHEL
 EY1095  PID         -  EY1095
 EY1095  STATE/COUNTY-  NC/LENOIR
 EY1095  USGS QUAD   -  FALLING CREEK (1983)
 EY1095
 EY1095                         *CURRENT SURVEY CONTROL
 EY1095  ___________________________________________________________________
 EY1095* NAD 83(2001)-  35 16 52.20644(N)    077 38 44.07675(W)     ADJUSTED  
 EY1095* NAVD 88     -        29.035  (meters)      95.26   (feet)  ADJUSTED  
 EY1095  ___________________________________________________________________
 EY1095  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EY1095  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 EY1095  DYNAMIC HT  -          29.009 (meters)      95.17  (feet)  COMP
 EY1095  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 EY1095
 EY1095  HORZ ORDER  -  SECOND
 EY1095  VERT ORDER  -  SECOND    CLASS I
 EY1095
 EY1095.The horizontal coordinates were established by classical geodetic methods
 EY1095.and adjusted by the National Geodetic Survey in August 2005.
 EY1095
 EY1095.The orthometric height was determined by differential leveling
 EY1095.and adjusted in June 1991.
 EY1095
 EY1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1095
 EY1095.The geoid height was determined by GEOID03.
 EY1095
 EY1095.The dynamic height is computed by dividing the NAVD 88
 EY1095.geopotential number by the normal gravity value computed on the
 EY1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1095.degrees latitude (g = 980.6199 gals.).
 EY1095
 EY1095.The modeled gravity was interpolated from observed gravity values.
 EY1095
 EY1095;                    North         East     Units Scale Factor Converg.
 EY1095;SPC NC       -   170,692.931   732,800.091   MT  0.99987272   +0 46 54.2
 EY1095;SPC NC       -   560,015.06  2,404,194.97   sFT  0.99987272   +0 46 54.2
 EY1095;UTM  18      - 3,907,434.177   259,386.749   MT  1.00031354   -1 31 43.6
 EY1095
 EY1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1095!SPC NC       -   1.00000108  x   0.99987272  =   0.99987380
 EY1095!UTM  18      -   1.00000108  x   1.00031354  =   1.00031462
 EY1095
 EY1095:                Primary Azimuth Mark                     Grid Az
 EY1095:SPC NC       -  HARVEY                                   174 27 19.1
 EY1095:UTM  18      -  HARVEY                                   176 45 56.9
 EY1095
 EY1095|---------------------------------------------------------------------|
 EY1095| PID    Reference Object                     Distance      Geod. Az  |
 EY1095|                                                           dddmmss.s |
 EY1095| EY1096 HARVEY                              APPROX. 1.0 KM 1751413.3 |
 EY1095| EY2550 KINSTON WFTC WRNS MID RAD TWR       APPROX. 0.6 KM 2851949.8 |
 EY1095|---------------------------------------------------------------------|
 EY1095
 EY1095                          SUPERSEDED SURVEY CONTROL
 EY1095
 EY1095  NAD 83(1986)-  35 16 52.21461(N)    077 38 44.08594(W) AD(       ) 2
 EY1095  NAD 27      -  35 16 51.62247(N)    077 38 45.18961(W) AD(       ) 2
 EY1095  NAVD 88 (09/16/98)   29.03   (m)           95.2    (f) LEVELING    3  
 EY1095  NGVD 29 (??/??/92)   29.387  (m)           96.41   (f) ADJ UNCH    2 1
 EY1095
 EY1095.Superseded values are not recommended for survey control.
 EY1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1095.See file dsdata.txt to determine how the superseded data were derived.
 EY1095
 EY1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5938707434(NAD 83)
 EY1095_MARKER: DH = HORIZONTAL CONTROL DISK
 EY1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1095_STAMPING: BETHEL 1967
 EY1095_MARK LOGO: NCGS  
 EY1095_PROJECTION: FLUSH
 EY1095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1095+STABILITY: SURFACE MOTION
 EY1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1095+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EY1095
 EY1095  HISTORY     - Date     Condition        Report By
 EY1095  HISTORY     - 1967     MONUMENTED       NCGS
 EY1095  HISTORY     - 1976     GOOD             NCGS
 EY1095  HISTORY     - 1976     GOOD             NCGS
 EY1095  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 EY1095  HISTORY     - 19870704 GOOD             USPSQD
 EY1095  HISTORY     - 19910221 GOOD             NCGS
 EY1095  HISTORY     - 19910319 GOOD             USPSQD
 EY1095  HISTORY     - 20000201 MARK NOT FOUND   NCGS
 EY1095  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 EY1095
 EY1095                          STATION DESCRIPTION
 EY1095
 EY1095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY1095'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1095'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY1095'
 EY1095'BETHEL IS LOCATED APPROXIMATELY 3.8 MILES NW OF
 EY1095'KINSTON, N. C. AND 8.2 MILES SE OF LA GRANGE, N. C.  TO REACH
 EY1095'STATION PROCEED FROM THE INTERSECTION OF NC 58 - 258 AND
 EY1095'U.S. 70 NORTH ON NC 58 - 258 FOR 1.35 MILES TO INTERSECTION OF
 EY1095'SR 1553, AND STATION.  STATION IS ON EAST BANK OF NC 58 - 258
 EY1095'IN LINE BETWEEN POWER POLE AND HIGHWAY ON PROPERTY LINE IN
 EY1095'FRONT OF HILLS MARKET BRIARWOOD TERRACE SELF SERVICE.
 EY1095'
 EY1095'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1095'BETHEL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1095'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1095'
 EY1095'MARK IS
 EY1095'
 EY1095'48.7 FT E OF C/L OF NC 58 - 258
 EY1095'
 EY1095'3.1 FT W OF PP SERVICE POLE WITH ALUMINUM REF. TAG
 EY1095'
 EY1095'26.9 FT NE OF N END OF 18 INCH CULVERT TO BRICK HOUSE
 EY1095'
 EY1095'22.2 FT SE OF S END OF 18 INCH CULVERT TO BRICK HOUSE
 EY1095'
 EY1095'79.8 FT WSW OF SW CORNER OF GARAGE OF BRICK HOUSE
 EY1095'
 EY1095'1.6 FT W OF STEEL PIPE PROPERTY CORNER
 EY1095
 EY1095                          STATION RECOVERY (1976)
 EY1095
 EY1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1095'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY1095'
 EY1095'NOTE THAT NC 58-258 HAS BEEN CHANGED TO US 258.
 EY1095
 EY1095                          STATION RECOVERY (1976)
 EY1095
 EY1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1095'3.8 MI NW FROM KINSTON.
 EY1095'TO REACH STATION FROM THE INTERSECTION OF US 258 AND US 70, PROCEED
 EY1095'NORTH ALONG US 258 FOR 1.35 MILES TO INTERSECTION OF SR 1553, AND
 EY1095'STATION IS ON EAST BANK OF US 258 IN LINE BETWEEN POWER POLE AND
 EY1095'HIGHWAY ON PROPERTY LINE IN FRONT OF HILLS MARKET BRIARWOOD TERRACE
 EY1095'SELF SERVICE.  48.7 FT. E OF CENTERLINE OF US 258, 3.1 FT. W OF
 EY1095'SERVICE POLE WITH ALUMINUM REF. TAG, 26.9 FT. NE OF NORTH END OF 18
 EY1095'INCH CULVERT UNDER DRIVEWAY TO BRICK HOUSE, 22.2 FT. SE OF SOUTH END
 EY1095'OF 18 INCH CULVERT, 79.8 FT. WSW OF SOUTHWEST CORNER OF GARAGE OF
 EY1095'BRICK HOUSE AND 1.6 FT. W OF STEEL PIPE PROPERTY CORNER.  DISK IS SET
 EY1095'IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1095
 EY1095                          STATION RECOVERY (1986)
 EY1095
 EY1095'RECOVERY NOTE BY US POWER SQUADRON 1986 (GW)
 EY1095'MARK NOT FOUND.
 EY1095
 EY1095                          STATION RECOVERY (1987)
 EY1095
 EY1095'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY1095'RECOVERED IN GOOD CONDITION.
 EY1095
 EY1095                          STATION RECOVERY (1991)
 EY1095
 EY1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY1095'RECOVERED AS DESCRIBED. MARK IS 16.2 FT (4.9 M) SOUTHEAST OF THE SOUTH
 EY1095'END OF AN 18-INCH DRIVEWAY CULVERT AND 3.6 FT (1.1 M) WEST OF A POWER
 EY1095'POLE WITH A REFERENCE TAG.
 EY1095
 EY1095                          STATION RECOVERY (1991)
 EY1095
 EY1095'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY1095'RECOVERED IN GOOD CONDITION.
 EY1095
 EY1095                          STATION RECOVERY (2000)
 EY1095
 EY1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY1095'STATION WAS NOT FOUND.  US-258 IS NOW FOUR LANES WIDE WITH CURB AND
 EY1095'GUTTER.  THERE IS A SMALL SEDITMENT POND NOW AT REFERENCE SITE.
 EY1095
 EY1095                          STATION RECOVERY (2004)
 EY1095
 EY1095'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1946 ***********************************************************************
 FA1946  DESIGNATION -  BETHEL
 FA1946  PID         -  FA1946
 FA1946  STATE/COUNTY-  NC/STANLY
 FA1946  USGS QUAD   -  NEW LONDON (1994)
 FA1946
 FA1946                         *CURRENT SURVEY CONTROL
 FA1946  ___________________________________________________________________
 FA1946* NAD 83(2007)-  35 27 16.27902(N)    080 10 54.30450(W)     ADJUSTED  
 FA1946* NAVD 88     -       253.0    (meters)     830.     (feet)  VERTCON   
 FA1946  ___________________________________________________________________
 FA1946  EPOCH DATE  -        2002.00
 FA1946  X           -     886,980.757 (meters)                     COMP
 FA1946  Y           -  -5,125,337.652 (meters)                     COMP
 FA1946  Z           -   3,679,188.128 (meters)                     COMP
 FA1946  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 FA1946  ELLIP HEIGHT-         222.639 (meters)          (02/10/07) ADJUSTED
 FA1946  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA1946
 FA1946  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA1946  Type    PID    Designation                      North   East  Ellip
 FA1946  -------------------------------------------------------------------
 FA1946  NETWORK FA1946 BETHEL                            1.88   1.96   3.29
 FA1946  -------------------------------------------------------------------
 FA1946
 FA1946.The horizontal coordinates were established by GPS observations
 FA1946.and adjusted by the National Geodetic Survey in February 2007.
 FA1946
 FA1946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA1946.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA1946.The horizontal coordinates are valid at the epoch date displayed above.
 FA1946.The epoch date for horizontal control is a decimal equivalence
 FA1946.of Year/Month/Day.
 FA1946
 FA1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1946
 FA1946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1946
 FA1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1946
 FA1946.The ellipsoidal height was determined by GPS observations
 FA1946.and is referenced to NAD 83.
 FA1946
 FA1946.The geoid height was determined by GEOID03.
 FA1946
 FA1946;                    North         East     Units Scale Factor Converg.
 FA1946;SPC NC       -   189,721.636   502,336.780   MT  0.99987883   -0 40 55.5
 FA1946;SPC NC       -   622,445.07  1,648,083.25   sFT  0.99987883   -0 40 55.5
 FA1946;UTM  17      - 3,923,757.275   574,252.153   MT  0.99966794   +0 28 28.7
 FA1946
 FA1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1946!SPC NC       -   0.99996506  x   0.99987883  =   0.99984389
 FA1946!UTM  17      -   0.99996506  x   0.99966794  =   0.99963301
 FA1946
 FA1946:                Primary Azimuth Mark                     Grid Az
 FA1946:SPC NC       -  DAVIDSON                                 040 08 28.9
 FA1946:UTM  17      -  DAVIDSON                                 038 59 04.7
 FA1946
 FA1946|---------------------------------------------------------------------|
 FA1946| PID    Reference Object                     Distance      Geod. Az  |
 FA1946|                                                           dddmmss.s |
 FA1946| FA1730 DAVIDSON                            APPROX.13.2 KM 0392733.4 |
 FA1946| FA3739 BETHEL RM 1                           2.122 METERS 04258     |
 FA1946| FA3740 BETHEL RM 2                           2.356 METERS 15219     |
 FA1946| FA3738 BETHEL AZ MK                                       3113853.0 |
 FA1946|---------------------------------------------------------------------|
 FA1946
 FA1946                          SUPERSEDED SURVEY CONTROL
 FA1946
 FA1946  NAD 83(2001)-  35 27 16.27912(N)    080 10 54.30467(W) AD(       ) 1
 FA1946  ELLIP H (03/13/03)  222.634  (m)                       GP(       ) 4 2
 FA1946  NAD 83(1986)-  35 27 16.29048(N)    080 10 54.31445(W) AD(       ) 1
 FA1946  NAD 83(1986)-  35 27 16.29048(N)    080 10 54.31445(W) AD(       ) 1
 FA1946  NAD 27      -  35 27 15.78500(N)    080 10 55.11700(W) AD(       ) 1
 FA1946  NGVD 29 (12/22/97)  253.2    (m)          831.     (f) GPS OBS     3  
 FA1946
 FA1946.Superseded values are not recommended for survey control.
 FA1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1946.See file dsdata.txt to determine how the superseded data were derived.
 FA1946
 FA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7425223757(NAD 83)
 FA1946_MARKER: DS = TRIANGULATION STATION DISK
 FA1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1946_STAMPING: BETHEL 1948
 FA1946_MARK LOGO: CGS   
 FA1946_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1946+STABILITY: SURFACE MOTION
 FA1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1946+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 FA1946
 FA1946  HISTORY     - Date     Condition        Report By
 FA1946  HISTORY     - 1948     MONUMENTED       CGS
 FA1946  HISTORY     - 1966     GOOD             NCGS
 FA1946  HISTORY     - 1967     GOOD             CGS
 FA1946  HISTORY     - 1974     GOOD             NCGS
 FA1946  HISTORY     - 19920205 GOOD             NCGS
 FA1946
 FA1946                          STATION DESCRIPTION
 FA1946
 FA1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1946'STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF ALBEMARLE, 5-1/2
 FA1946'MILES NORTHWEST OF BADIN AND 1/2 MILE NORTH OF THE BETHEL METHODIST
 FA1946'CHURCH.  IT IS ON THE HIGHEST KNOLL IN THE IMMEDIATE VICINITY.  IT
 FA1946'IS 6.5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 FA1946'ABOUT 4 INCHES AND THE DISK IS STAMPED BETHEL 1948.  REFERENCE
 FA1946'MARK NO. 1 IS 69.48 FEET NORTHEAST OF STATION.  IT IS IN A
 FA1946'BOULDER WHICH PROJECTS ABOUT 2 FEET AND THE DISK IS STAMPED
 FA1946'BETHEL NO. 1 1948.
 FA1946'
 FA1946'REFERENCE MARK NO. 2 IS 77.43 FEET SOUTHEAST OF STATION.  IT IS
 FA1946'IN A BOULDER WHICH PROJECTS ABOUT 1.5 FEET AND THE DISK IS
 FA1946'STAMPED BETHEL NO. 2 1948.
 FA1946'
 FA1946'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTHWEST OF STATION.  IT
 FA1946'IS 33 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTH
 FA1946'OF THE SOUTHEAST CORNER OF A BARN.  THE MARK IS FLUSH WITH THE
 FA1946'GROUND AND THE DISK IS STAMPED BETHEL 1948.
 FA1946'
 FA1946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 FA1946'STATE HIGHWAY 740 IN TURN LEFT AND GO NORTH 0.35 MILE TO A T ROAD
 FA1946'LEFT* CONTINUE STRAIGHT AHEAD AND GO 0.1 MILE TO THE NORTH EDGE
 FA1946'OF A CULTIVATED FIELD, TURN RIGHT INTO WOODS ON DIM TRAIL AND
 FA1946'FOLLOW THIS TRAIL TO TOP OF KNOLL AND STATION AS DESCRIBED.
 FA1946'
 FA1946'*FROM HERE GO WEST ON SIDE ROAD FOR 0.1 MILE TO AZIMUTH MARK
 FA1946'ON RIGHT NEAR BARN AS DESCRIBED.
 FA1946'
 FA1946'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA1946
 FA1946                          STATION RECOVERY (1966)
 FA1946
 FA1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 FA1946'BETHEL GOOD
 FA1946'
 FA1946'RM 1 GOOD
 FA1946'
 FA1946'RM 2 GOOD
 FA1946'
 FA1946'AZ.MARK GOOD
 FA1946'
 FA1946'AZ. MARK CANNOT BE SEEN WITHOUT 100 FT TOWER, HEAVY WOODS.
 FA1946
 FA1946                          STATION RECOVERY (1967)
 FA1946
 FA1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 FA1946'ALL MARKS RECOVERED ESSENTIALLY AS DESCRIBED.  STATION MARK IS
 FA1946'ON THE HIGHEST PART OF THE HILL IN FAIRLY OPEN HARDWOOD TREES,
 FA1946'ABOUT 0.1 MILE SOUTH OF THE ROAD, THE MARK PROJECTS
 FA1946'4 INCHES.  THERE IS NO ROAD TO THE TOP OF THE HILL.
 FA1946'
 FA1946'RMS 1 AND 2 ARE AS DESCRIBED.
 FA1946'
 FA1946'AZIMUTH IS AS DESCRIBED, EXCEPT THE MARK IS FLUSH AND THE BARN
 FA1946'IS AN OPENSIDED CARRIAGE SHED.
 FA1946'
 FA1946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 FA1946'STATE HIGWAY 740 IN NEW LONDON, GO EAST ON 740 FOR 2.1 MILES
 FA1946'TO A SIDE ROAD LEFT AT BETHEL METHODIST CHURCH, TURN LEFT AND
 FA1946'GO NORTH (SR1517) FOR 0.35 MILE TO A ROAD ON THE LEFT.  THE
 FA1946'STATION IS REACHED ON FOOT FROM THIS JUNCTION BY FOLLOWING THE
 FA1946'HIGH GROUND EASTERLY FOR ABOUT 0.1 MILE TO TOP OF THE HILL.  THE
 FA1946'AZIMUTH MARK IS REACHED BY GOING WEST FOR 0.1 MILE TO THE
 FA1946'CARRIAGE SHED ON THE RIGHT, JUST BEFORE REACHING DRIVEWAY TO THE
 FA1946'HOUSE.
 FA1946'
 FA1946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA1946'2.2 MILES EAST OF NEW LONDON.
 FA1946
 FA1946                          STATION RECOVERY (1974)
 FA1946
 FA1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1946'BETHEL 1948 GOOD
 FA1946'
 FA1946'BETHEL NO 1 1948 GOOD
 FA1946'
 FA1946'BETHEL NO 2 1948 GOOD
 FA1946'
 FA1946'BETHEL AZ. 1948 GOOD
 FA1946'
 FA1946'LINE OF SIGHT IS BLOCKED FROM STATION TO AZIMUTH BY TREES.  DIM
 FA1946'TRAIL NO LONGER EXISTS.  YOU HAVE TO WALK THROUGH WOODS TO KNOLL
 FA1946'FROM T-ROAD LEFT.
 FA1946'
 FA1946'NEW REFERENCES FOR STATION BETHEL
 FA1946'
 FA1946'11.8 FT SW OF A 24 INCH TWIN OAK WITH ALUMINUM REF. TAG
 FA1946'
 FA1946'14.6 FT WNW OF A 10 INCH OAK WITH ALUMINUM REF. TAG
 FA1946'
 FA1946'15.7 FT E OF A 10 INCH OAK WITH ALUMINUM REF. TAG
 FA1946
 FA1946                          STATION RECOVERY (1992)
 FA1946
 FA1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1946'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. TO
 FA1946'REACH THE STATION PROCEED ALONG NC 740 (EAST GOLD STREET) FOR 2.05 MI
 FA1946'(3.30 KM) EAST FROM NC 8 (NORTH MAIN STREET) IN NEW LONDON, THENCE
 FA1946'NORTH 0.35 MI (0.56 KM) ALONG SR 1517 (LEDBETTER ROAD) TO A
 FA1946'T-INTERSECTION (SR 1517 HOPKINS ROAD WEST), THENCE PACK ON FOOT EAST
 FA1946'ABOUT 0.1 MI (0.2 KM) ALONG A WOODS ROAD TO HIGHEST POINT OF HILL, AND
 FA1946'THE STATION. MARK PROJECTS 3 INCHES ABOVE GROUND. LOCATED 11.8 FT (3.6
 FA1946'M) SOUTHWEST OF A 24-INCH OAK, 14.6 FT (4.5 M) WEST-NORTHWEST OF A
 FA1946'10-INCH OAK, AND 15.7 FT (4.8 M) EAST OF A 10-INCH OAK--ALL WITH
 FA1946'REFERENCE TAGS. BETHEL AZ MK RECOVERED AS DESCRIBED WITH THE FOLLOWING
 FA1946'ADDITIONS. ALONG SR 1517 (HOPKINS ROAD) FOR 0.1 MI (0.2 KM) ON NORTH
 FA1946'SIDE OF ROAD. MARK IS ABOUT 3 FEET (0.9 M) HIGHER THAN SR 1517 AND IS
 FA1946'FLUSH WITH GROUND. LOCATED 43.0 FT (13.1 M) NORTH OF THE CENTERLINE OF
 FA1946'SR 1517 (HOPKINS ROAD), 58.0 FT (17.7 M) EAST OF THE SOUTHEAST CORNER
 FA1946'OF A ROCK BUILDING, AND 37.7 FT (11.5 M) SOUTHEAST OF THE SOUTHWEST
 FA1946'CORNER AND 31.0 FT (9.4 M) SOUTH OF THE SOUTHEAST CORNER OF A GARAGE.
 FA1946'BETHEL REFERENCE MARK NO 1 AND BETHEL REFERENCE MARK NO 2 WERE
 FA1946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3043 ***********************************************************************
 FA3043  DESIGNATION -  BETHEL
 FA3043  PID         -  FA3043
 FA3043  STATE/COUNTY-  NC/ALEXANDER
 FA3043  USGS QUAD   -  BETHLEHEM (1993)
 FA3043
 FA3043                         *CURRENT SURVEY CONTROL
 FA3043  ___________________________________________________________________
 FA3043* NAD 83(2001)-  35 49 17.27714(N)    081 18 27.09916(W)     ADJUSTED  
 FA3043* NAVD 88     -       345.06   (+/-2cm)    1132.1    (feet)  VERTCON   
 FA3043  ___________________________________________________________________
 FA3043  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FA3043  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 FA3043  HORZ ORDER  -  THIRD
 FA3043  VERT ORDER  -  THIRD ? (See Below)
 FA3043
 FA3043.The horizontal coordinates were established by classical geodetic methods
 FA3043.and adjusted by the National Geodetic Survey in August 2005.
 FA3043
 FA3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3043.The vertical order pertains to the NGVD 29 superseded value.
 FA3043
 FA3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3043
 FA3043.The geoid height was determined by GEOID03.
 FA3043
 FA3043;                    North         East     Units Scale Factor Converg.
 FA3043;SPC NC       -   232,215.503   401,113.148   MT  0.99992192   -1 19 54.6
 FA3043;SPC NC       -   761,860.36  1,315,985.39   sFT  0.99992192   -1 19 54.6
 FA3043;UTM  17      - 3,964,190.336   472,220.894   MT  0.99960951   -0 10 47.9
 FA3043
 FA3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3043!SPC NC       -   0.99995093  x   0.99992192  =   0.99987285
 FA3043!UTM  17      -   0.99995093  x   0.99960951  =   0.99956046
 FA3043
 FA3043:                Primary Azimuth Mark                     Grid Az
 FA3043:SPC NC       -  BARRETT RESET                            050 17 05.5
 FA3043:UTM  17      -  BARRETT RESET                            049 07 58.8
 FA3043
 FA3043|---------------------------------------------------------------------|
 FA3043| PID    Reference Object                     Distance      Geod. Az  |
 FA3043|                                                           dddmmss.s |
 FA3043| FA2866 BARRETT RESET                       APPROX. 8.0 KM 0485710.9 |
 FA3043| FA3966 BETHEL AZ MK                                       1540529.9 |
 FA3043| FA3967 BETHEL RM 1                          15.920 METERS 25855     |
 FA3043| FA3968 BETHEL RM 2                          17.518 METERS 34911     |
 FA3043|---------------------------------------------------------------------|
 FA3043
 FA3043                          SUPERSEDED SURVEY CONTROL
 FA3043
 FA3043  NAD 83(1986)-  35 49 17.28282(N)    081 18 27.10152(W) AD(       ) 3
 FA3043  NAD 27      -  35 49 16.80700(N)    081 18 27.78900(W) AD(       ) 3
 FA3043  NGVD 29 (07/19/86)  345.25   (m)         1132.7    (f) LEVELING    3  
 FA3043
 FA3043.Superseded values are not recommended for survey control.
 FA3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3043.See file dsdata.txt to determine how the superseded data were derived.
 FA3043
 FA3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7222164190(NAD 83)
 FA3043_MARKER: DS = TRIANGULATION STATION DISK
 FA3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3043_SP_SET: CONCRETE POST
 FA3043_STAMPING: BETHEL 1948
 FA3043_MARK LOGO: CGS   
 FA3043_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3043+STABILITY: SURFACE MOTION
 FA3043
 FA3043  HISTORY     - Date     Condition        Report By
 FA3043  HISTORY     - 1948     MONUMENTED       CGS
 FA3043  HISTORY     - 1948     GOOD             CGS
 FA3043  HISTORY     - 1966     GOOD             CGS
 FA3043  HISTORY     - 19911218 SEE DESCRIPTION  NCGS
 FA3043
 FA3043                          STATION DESCRIPTION
 FA3043
 FA3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA3043'STATION IS LOCATED 10 MILES SOUTHWEST OF TAYLORSVILLE, 9 MILES
 FA3043'NORTH OF HICKORY ON THE PROPERTY OF THE MT. BETHEL CHURCH.  IT
 FA3043'IS 176 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 67
 FA3043'FEET WEST OF THE CENTER OF STATE HIGHWAY 127, 31 FEET EAST OF
 FA3043'A 12 INCH OAK TREE, 28 FEET WEST OF A 16 INCH OAK TREE AND 5
 FA3043'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 FA3043'AND THE DISK IS STAMPED BETHEL 1948.
 FA3043'
 FA3043'REFERENCE MARK NO. 1 IS 52.23 FEET WEST OF THE STATION AND 17
 FA3043'FEET SOUTHEAST OF A 12 INCH OAK TREE.  THE MARK IS FLUSH AND
 FA3043'THE DISK IS STAMPED BETHEL 1948.
 FA3043'
 FA3043'REFERENCE MARK NO. 2 IS 57.47 FEET NORTH OF THE STATION.  IT
 FA3043'IS 120 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH AND 70
 FA3043'FEET WEST OF THE CENTER OF THE HIGHWAY.  THE MARK IS FLUSH AND
 FA3043'THE DISK IS STAMPED BETHEL NO 2 1948.
 FA3043'
 FA3043'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION.  IT IS 72
 FA3043'FEET EAST OF A POWER LINE POLE, 30 FEET NORTH OF THE CENTER OF
 FA3043'A DIRT ROAD AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 FA3043'PROJECTS 6 INCHES AND THE DISK IS STAMPED BETHEL 1948.
 FA3043'
 FA3043'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90
 FA3043'AND 127, 6 MILES WEST OF TAYLORSVILLE, GO SOUTH ON HIGHWAY 127
 FA3043'FOR 9.15 MILES TO THE MT. BETHEL CHURCH AND THE STATION ON
 FA3043'THE RIGHT AS DESCRIBED.
 FA3043'
 FA3043'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 FA3043'HIGHWAY FOR 0.35 MILE TO A DIRT CROSSROAD, TURN LEFT AND GO
 FA3043'EAST FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FA3043'
 FA3043'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA3043
 FA3043                          STATION RECOVERY (1948)
 FA3043
 FA3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 FA3043'RECOVERED IN GOOD CONDITION.
 FA3043
 FA3043                          STATION RECOVERY (1966)
 FA3043
 FA3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA3043'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 FA3043'ALSO 52 FEET EAST OF STARNES GRAVESTONE (LARGE GRANITE STONE)
 FA3043'AND 24 FEET NORTH OF A BOARD FENCE.
 FA3043'
 FA3043'RM 1 RECOVERED AS DESCRIBED, ALSO 18 FEET NORTH OF THE FENCE
 FA3043'AND 5.3 FEET SOUTH OF THE CUT GRANITE CURBING AROUND STARNES
 FA3043'CEMETERY LOT.
 FA3043'
 FA3043'RM 2 IS BENEATH THE PAVING OF THE CHURCH PARKING LOT, WHICH
 FA3043'WAS NOT DUG INTO AT THIS TIME.  IT IS THOUGHT TO HAVE BEEN
 FA3043'REACHED WITH A SPIKE.
 FA3043'
 FA3043'AZIMUTH MARK IS LEANING WESTWARD, PROBABLY HIT BY ROAD
 FA3043'MACHINERY WHEN THE ROAD WAS PAVED.  IT IS NOT VISIBLE FROM
 FA3043'THE GROUND AT THE STATION.
 FA3043'
 FA3043'THE CHURCH BELFRY HAS BEEN REMOVED, AND ANOTHER BUILT ON A
 FA3043'SEPARATE STRUCTURE TO THE NORTH OF THE OLDER BUILDING.
 FA3043'
 FA3043'THE NAVIGATIONAL AID ON BARRETT MOUNTAIN IS VISIBLE FROM THE
 FA3043'GROUND.
 FA3043
 FA3043                          STATION RECOVERY (1991)
 FA3043
 FA3043'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA3043'STATION WAS SEARCHED FOR BUT NOT FOUND, IF IT STILL EXISTS IT IS UNDER
 FA3043'ASPHALT PARKING LOT OF CHURCH.
 FA3043'RM 1 WAS SEARCHED FOR AND NOT FOUND, IF IT STILL EXISTS IT IS
 FA3043'UNDERGROUND IN CEMETERY.
 FA3043'RM 2 WAS SEARCHED FOR AND NOT FOUND, IF IT STILL EXISTS IT IS UNDER
 FA3043'ASPHALT PARKING LOT OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3455 ***********************************************************************
 FA3455  DESIGNATION -  BETHEL
 FA3455  PID         -  FA3455
 FA3455  STATE/COUNTY-  NC/BURKE
 FA3455  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA3455
 FA3455                         *CURRENT SURVEY CONTROL
 FA3455  ___________________________________________________________________
 FA3455* NAD 83(2001)-  35 43 29.94341(N)    081 38 10.78520(W)     ADJUSTED  
 FA3455* NAVD 88     -       381.75   (+/-2cm)    1252.5    (feet)  VERTCON   
 FA3455  ___________________________________________________________________
 FA3455  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FA3455  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA3455  HORZ ORDER  -  SECOND
 FA3455  VERT ORDER  -  THIRD ? (See Below)
 FA3455
 FA3455.The horizontal coordinates were established by classical geodetic methods
 FA3455.and adjusted by the National Geodetic Survey in August 2005.
 FA3455
 FA3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3455.The vertical order pertains to the NGVD 29 superseded value.
 FA3455
 FA3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3455
 FA3455.The geoid height was determined by GEOID03.
 FA3455
 FA3455;                    North         East     Units Scale Factor Converg.
 FA3455;SPC NC       -   222,254.842   371,127.805   MT  0.99990661   -1 31 17.8
 FA3455;SPC NC       -   729,181.09  1,217,608.47   sFT  0.99990661   -1 31 17.8
 FA3455;UTM  17      - 3,953,632.493   442,450.319   MT  0.99964081   -0 22 17.6
 FA3455
 FA3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3455!SPC NC       -   0.99994514  x   0.99990661  =   0.99985175
 FA3455!UTM  17      -   0.99994514  x   0.99964081  =   0.99958597
 FA3455
 FA3455:                Primary Azimuth Mark                     Grid Az
 FA3455:SPC NC       -  PARKER                                   266 33 04.9
 FA3455:UTM  17      -  PARKER                                   265 24 04.7
 FA3455
 FA3455|---------------------------------------------------------------------|
 FA3455| PID    Reference Object                     Distance      Geod. Az  |
 FA3455|                                                           dddmmss.s |
 FA3455| FA3471 PARKER                              APPROX. 0.8 KM 2650147.1 |
 FA3455| FA3465 MORGANTON BROUGHTON ST HOSP TK      APPROX. 3.4 KM 2670614.0 |
 FA3455| FA3466 MORGANTON MUNICIPAL TANK            APPROX. 3.2 KM 2712044.2 |
 FA3455| FA3468 MORGANTON SCHOOL FOR DEAF TANK      APPROX. 4.9 KM 2745628.2 |
 FA3455|---------------------------------------------------------------------|
 FA3455
 FA3455                          SUPERSEDED SURVEY CONTROL
 FA3455
 FA3455  NAD 83(1995)-  35 43 29.94795(N)    081 38 10.78516(W) AD(       ) 2
 FA3455  NAD 83(1986)-  35 43 29.94761(N)    081 38 10.78472(W) AD(       ) 2
 FA3455  NAD 27      -  35 43 29.48019(N)    081 38 11.44320(W) AD(       ) 2
 FA3455  NGVD 29 (07/19/86)  381.92   (m)         1253.0    (f) LEVELING    3  
 FA3455
 FA3455.Superseded values are not recommended for survey control.
 FA3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3455.See file dsdata.txt to determine how the superseded data were derived.
 FA3455
 FA3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4245053632(NAD 83)
 FA3455_MARKER: DE = TRAVERSE STATION DISK
 FA3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3455_SP_SET: CONCRETE POST
 FA3455_STAMPING: BETHEL 1969
 FA3455_MARK LOGO: NCGS  
 FA3455_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3455+STABILITY: SURFACE MOTION
 FA3455
 FA3455  HISTORY     - Date     Condition        Report By
 FA3455  HISTORY     - 1969     MONUMENTED       NCGS
 FA3455  HISTORY     - 1969     GOOD             NCGS
 FA3455  HISTORY     - 19860101 GOOD             NCGS
 FA3455
 FA3455                          STATION DESCRIPTION
 FA3455
 FA3455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3455'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3455'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3455'
 FA3455'BETHEL IS LOCATED APPROXIMATELY 3.1 MILES SOUTHEAST OF
 FA3455'MORGANTON.  TO REACH STATION PROCEED FROM I-40 BRIDGE OVER NC
 FA3455'18, GO EAST ON I-40 FOR 0.7 MILE TO PARKER RD. (SR 1708)
 FA3455'OVER I-40, CONTINUE ON I-40 FOR 0.4 MILE TO BETHEL RD. BRIDGE
 FA3455'(SR 1704) OVER I-40 AND STATION.  WHICH IS AT THE SOUTHWEST
 FA3455'CORNER OF BRIDGE, AND 1.1 MILES WEST OF DREXEL RD. BRIDGE (SR
 FA3455'1912) OVER I-40.
 FA3455'
 FA3455'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FA3455'STAMPED BETHEL 1969, SET IN THE TOP OF A CONCRETE CYLINDER,
 FA3455'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3455'
 FA3455'MARK IS
 FA3455'
 FA3455'20.9 FT WSW OF C/L OF BETHEL RD. (SR 1704)
 FA3455'
 FA3455'29.5 FT SE OF PP 3 WITH ALUMINUM REF. TAG
 FA3455'
 FA3455'51.1 FT S OF SW END OF BRIDGE RAIL
 FA3455'
 FA3455'50.1 FT NNW OF END GUARD RAIL POST
 FA3455'
 FA3455'13.3 FT S OF HICKORY DIRECTION SIGN, WEST POST
 FA3455
 FA3455                          STATION RECOVERY (1969)
 FA3455
 FA3455'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3455'RECOVERED IN GOOD CONDITION.
 FA3455
 FA3455                          STATION RECOVERY (1986)
 FA3455
 FA3455'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986
 FA3455'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW. THE
 FA3455'GUARDRAIL HAS BEEN MOVED. THE NEW REFERENCE TO THE GUARDRAIL IS 30.48
 FA3455'METERS (100.0 FT) NORTH OF END GUARDRAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2949 ***********************************************************************
 FB2949  DESIGNATION -  BETHEL
 FB2949  PID         -  FB2949
 FB2949  STATE/COUNTY-  NC/HENDERSON
 FB2949  USGS QUAD   -  HENDERSONVILLE (1990)
 FB2949
 FB2949                         *CURRENT SURVEY CONTROL
 FB2949  ___________________________________________________________________
 FB2949* NAD 83(2001)-  35 18 54.31052(N)    082 24 37.78887(W)     ADJUSTED  
 FB2949* NAVD 88     -       655.8    (meters)    2152.     (feet)  VERTCON   
 FB2949  ___________________________________________________________________
 FB2949  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 FB2949  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FB2949  HORZ ORDER  -  SECOND
 FB2949
 FB2949.The horizontal coordinates were established by classical geodetic methods
 FB2949.and adjusted by the National Geodetic Survey in August 2005.
 FB2949
 FB2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2949
 FB2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2949
 FB2949.The geoid height was determined by GEOID03.
 FB2949
 FB2949;                    North         East     Units Scale Factor Converg.
 FB2949;SPC NC       -   178,941.373   299,561.692   MT  0.99987320   -1 58 06.4
 FB2949;SPC NC       -   587,076.82    982,811.98   sFT  0.99987320   -1 58 06.4
 FB2949;UTM  17      - 3,908,898.287   371,780.824   MT  0.99980260   -0 48 55.7
 FB2949
 FB2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2949!SPC NC       -   0.99990191  x   0.99987320  =   0.99977513
 FB2949!UTM  17      -   0.99990191  x   0.99980260  =   0.99970453
 FB2949
 FB2949:                Primary Azimuth Mark                     Grid Az
 FB2949:SPC NC       -  MC KAY                                   098 12 46.6
 FB2949:UTM  17      -  MC KAY                                   097 03 35.9
 FB2949
 FB2949|---------------------------------------------------------------------|
 FB2949| PID    Reference Object                     Distance      Geod. Az  |
 FB2949|                                                           dddmmss.s |
 FB2949| FB2945 MC KAY                              490.693 METERS 0961440.2 |
 FB2949| FB2954 TRACY                               APPROX. 0.9 KM 2742108.5 |
 FB2949|---------------------------------------------------------------------|
 FB2949
 FB2949                          SUPERSEDED SURVEY CONTROL
 FB2949
 FB2949  NAD 83(1986)-  35 18 54.31818(N)    082 24 37.78797(W) AD(       ) 2
 FB2949  NAD 27      -  35 18 53.89641(N)    082 24 38.36140(W) AD(       ) 2
 FB2949  NGVD 29 (07/19/86)  655.8    (m)         2152.     (f) VERT ANG    3  
 FB2949
 FB2949.Superseded values are not recommended for survey control.
 FB2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2949.See file dsdata.txt to determine how the superseded data were derived.
 FB2949
 FB2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7178108898(NAD 83)
 FB2949_MARKER: DE = TRAVERSE STATION DISK
 FB2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2949_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2949+STABILITY: SURFACE MOTION
 FB2949
 FB2949  HISTORY     - Date     Condition        Report By
 FB2949  HISTORY     - 1975     MONUMENTED       NCGS
 FB2949
 FB2949                          STATION DESCRIPTION
 FB2949
 FB2949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2949'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES WEST-SOUTHWEST OF DANA
 FB2949'AND 2.8 MILES EAST OF HENDERSONVILLE.
 FB2949'
 FB2949'TO REACH THE STATION FROM THE SR 1793 (TRACY GROVE RD) OVERPASS OF I-
 FB2949'26 EAST OF HENDERSONVILLE, PROCEED EAST ALONG SR 1793 (TRACY GROVE RD.
 FB2949') FOR 0.6 MILES TO STATION IN LEFT SHOULDER OF HIGHWAY, IN SOUTHWEST
 FB2949'CORNER OF LAWN IN FRONT OF BETHEL CHURCH, EAST OF PAVED PARKING AREA
 FB2949'AND SOUTHEAST OF STORM DRAIN.
 FB2949'
 FB2949'STATION MARK IS A STANDARD DISK, STAMPED---BETHEL 1975---, SET IN THE
 FB2949'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 FB2949'GROUND SURFACE.  MARK IS 11.5 FEET NORTH OF CENTERLINE OF SR 1793,
 FB2949'10.9 FEET SOUTHEAST OF POWER POLE NO. 52 WITH REFERENCE TAG, 72.0 FEET
 FB2949'WEST OF SOUTH LEG OF CHURCH SIGN IN FRONT YARD, 47.9 FEET SOUTH-
 FB2949'SOUTHWEST OF SOUTHWEST CORNER OF WATER FOUNDATIN IN YARD OF CHURCH AND
 FB2949'107.3 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF FIRST STEP OF
 FB2949'ENTRANCE TO MAIN SANCTUARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3136 ***********************************************************************
 FB3136  DESIGNATION -  BETHEL
 FB3136  PID         -  FB3136
 FB3136  STATE/COUNTY-  NC/HAYWOOD
 FB3136  USGS QUAD   -  WAYNESVILLE (1979)
 FB3136
 FB3136                         *CURRENT SURVEY CONTROL
 FB3136  ___________________________________________________________________
 FB3136* NAD 83(2001)-  35 28 15.60489(N)    082 53 45.13833(W)     ADJUSTED  
 FB3136* NAVD 88     -       816.52   (+/-2cm)    2678.9    (feet)  VERTCON   
 FB3136  ___________________________________________________________________
 FB3136  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FB3136  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 FB3136  HORZ ORDER  -  SECOND
 FB3136  VERT ORDER  -  THIRD ? (See Below)
 FB3136
 FB3136.The horizontal coordinates were established by classical geodetic methods
 FB3136.and adjusted by the National Geodetic Survey in August 2005.
 FB3136
 FB3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3136.The vertical order pertains to the NGVD 29 superseded value.
 FB3136
 FB3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3136
 FB3136.The geoid height was determined by GEOID03.
 FB3136
 FB3136;                    North         East     Units Scale Factor Converg.
 FB3136;SPC NC       -   197,848.085   256,137.373   MT  0.99987989   -2 14 54.9
 FB3136;SPC NC       -   649,106.59    840,344.03   sFT  0.99987989   -2 14 54.9
 FB3136;UTM  17      - 3,926,929.170   327,985.399   MT  0.99996464   -1 06 01.5
 FB3136
 FB3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3136!SPC NC       -   0.99987638  x   0.99987989  =   0.99975628
 FB3136!UTM  17      -   0.99987638  x   0.99996464  =   0.99984102
 FB3136
 FB3136:                Primary Azimuth Mark                     Grid Az
 FB3136:SPC NC       -  SINGLETON                                269 01 42.2
 FB3136:UTM  17      -  SINGLETON                                267 52 48.8
 FB3136
 FB3136|---------------------------------------------------------------------|
 FB3136| PID    Reference Object                     Distance      Geod. Az  |
 FB3136|                                                           dddmmss.s |
 FB3136| FB3137 SINGLETON                           APPROX. 0.7 KM 2664647.3 |
 FB3136|---------------------------------------------------------------------|
 FB3136
 FB3136                          SUPERSEDED SURVEY CONTROL
 FB3136
 FB3136  NAD 83(1995)-  35 28 15.60528(N)    082 53 45.13904(W) AD(       ) 2
 FB3136  NAD 83(1986)-  35 28 15.61151(N)    082 53 45.13907(W) AD(       ) 2
 FB3136  NAD 27      -  35 28 15.23380(N)    082 53 45.66066(W) AD(       ) 2
 FB3136  NGVD 29 (04/26/96)  816.55   (m)         2679.0    (f) LEVELING    3  
 FB3136
 FB3136.Superseded values are not recommended for survey control.
 FB3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3136.See file dsdata.txt to determine how the superseded data were derived.
 FB3136
 FB3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2798526929(NAD 83)
 FB3136_MARKER: DE = TRAVERSE STATION DISK
 FB3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3136_STAMPING: BETHEL 1977
 FB3136_MARK LOGO: NCGS  
 FB3136_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3136+STABILITY: SURFACE MOTION
 FB3136
 FB3136  HISTORY     - Date     Condition        Report By
 FB3136  HISTORY     - 1977     MONUMENTED       NCGS
 FB3136  HISTORY     - 19860101 GOOD             NCGS
 FB3136
 FB3136                          STATION DESCRIPTION
 FB3136
 FB3136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3136'THE STATION IS LOCATED IN THE BETHEL-WOODROW COMMUNITY, APPROXIMATELY
 FB3136'5.4 MILES EAST-SOUTHEAST OF WAYNESVILLE AND 5.5 MILES SOUTHWEST OF
 FB3136'CANTON.
 FB3136'
 FB3136'TO REACH THE STATION FROM THE US 276 BRIDGE OVER THE WEST FORK OF
 FB3136'PIGEON RIVER (AT THE US 276 AND NC 110 JUNCTION), PROCEED WEST ALONG
 FB3136'US 276 FOR 0.55 MILE TO SR 1111 (LAKE LOGAN ROAD) ON LEFT AND STATION
 FB3136'NORTH OF THE INTERSECTION IN THE BETHEL COMMUNITY AREA.
 FB3136'
 FB3136'STATION MARK IS A STANDARD DISK STAMPED---BETHEL 1977---, SET IN THE
 FB3136'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 FB3136'SURFACE.  THE MARK IS 27.4 FEET NORTH OF THE CENTERLINE OF US 276,
 FB3136'36.1 FEET NORTH-NORTHEAST OF INTERSECTION OF US 276 AND SR 1111, 28.3
 FB3136'FEET NORTH-NORTHWEST OF INTERSECTION OF US 276 AND OLD ASPHALT DRIVE,
 FB3136'92.1 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG,
 FB3136'18.4 FEET EAST OF CHAIN LINE FENCE CORNER AND 23.6 FEET SOUTH OF 18
 FB3136'INCH STEEL PIPE.
 FB3136
 FB3136                          STATION RECOVERY (1986)
 FB3136
 FB3136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3136'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF
 FB3136'SIGHT ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1376 ***********************************************************************
 FZ1376  DESIGNATION -  BETHEL
 FZ1376  PID         -  FZ1376
 FZ1376  STATE/COUNTY-  NC/STOKES
 FZ1376  USGS QUAD   -  WALNUT COVE (1986)
 FZ1376
 FZ1376                         *CURRENT SURVEY CONTROL
 FZ1376  ___________________________________________________________________
 FZ1376* NAD 83(2001)-  36 22 00.53785(N)    080 11 40.70910(W)     ADJUSTED  
 FZ1376* NAVD 88     -       333.0    (meters)    1093.     (feet)  VERTCON   
 FZ1376  ___________________________________________________________________
 FZ1376  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 FZ1376  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 FZ1376  HORZ ORDER  -  SECOND
 FZ1376
 FZ1376.The horizontal coordinates were established by classical geodetic methods
 FZ1376.and adjusted by the National Geodetic Survey in August 2005.
 FZ1376
 FZ1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1376
 FZ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1376
 FZ1376.The geoid height was determined by GEOID03.
 FZ1376
 FZ1376;                    North         East     Units Scale Factor Converg.
 FZ1376;SPC NC       -   290,948.910   502,384.914   MT  1.00006201   -0 41 22.2
 FZ1376;SPC NC       -   954,554.88  1,648,241.17   sFT  1.00006201   -0 41 22.2
 FZ1376;UTM  17      - 4,024,936.058   572,248.136   MT  0.99966431   +0 28 39.2
 FZ1376
 FZ1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1376!SPC NC       -   0.99995295  x   1.00006201  =   1.00001496
 FZ1376!UTM  17      -   0.99995295  x   0.99966431  =   0.99961728
 FZ1376
 FZ1376:                Primary Azimuth Mark                     Grid Az
 FZ1376:SPC NC       -  ALLEY                                    217 33 36.3
 FZ1376:UTM  17      -  ALLEY                                    216 23 34.9
 FZ1376
 FZ1376|---------------------------------------------------------------------|
 FZ1376| PID    Reference Object                     Distance      Geod. Az  |
 FZ1376|                                                           dddmmss.s |
 FZ1376| FZ1380 ALLEY                               APPROX. 2.0 KM 2165214.1 |
 FZ1376| FZ1369 SOUTH STOKES MICROWAVE TOWER        APPROX. 3.9 KM 2181713.3 |
 FZ1376|---------------------------------------------------------------------|
 FZ1376
 FZ1376                          SUPERSEDED SURVEY CONTROL
 FZ1376
 FZ1376  NAD 83(1993)-  36 22 00.54765(N)    080 11 40.71669(W) AD(       ) 2
 FZ1376  NAD 83(1986)-  36 22 00.54909(N)    080 11 40.71573(W) AD(       ) 2
 FZ1376  NAD 27      -  36 22 00.04007(N)    080 11 41.54157(W) AD(       ) 2
 FZ1376  NGVD 29 (07/19/86)  333.2    (m)         1093.     (f) VERT ANG    3  
 FZ1376
 FZ1376.Superseded values are not recommended for survey control.
 FZ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1376.See file dsdata.txt to determine how the superseded data were derived.
 FZ1376
 FZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7224824936(NAD 83)
 FZ1376_MARKER: DE = TRAVERSE STATION DISK
 FZ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1376_STAMPING: BETHEL 1973
 FZ1376_MARK LOGO: NCGS  
 FZ1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1376+STABILITY: SURFACE MOTION
 FZ1376
 FZ1376  HISTORY     - Date     Condition        Report By
 FZ1376  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1376  HISTORY     - 19870306 GOOD             NCGS
 FZ1376
 FZ1376                          STATION DESCRIPTION
 FZ1376
 FZ1376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1376'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1376'THE VICINITY OF DANBURY, NORTH CAROLINA.
 FZ1376'
 FZ1376'BETHEL IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF DANBURY AND
 FZ1376'5.6 MILES NNW OF WALNUT COVE.  TO REACH STATION FROM THE
 FZ1376'INTERSECTION OF NC 89 WITH NC 8 AT MEADOW.  PROCEED SOUTHWEST ALONG
 FZ1376'NC 8 FOR 0.9 MILE TO BETHEL BAPTIST CHURCH, AND STATION NEAR THE
 FZ1376'SOUTHEAST CORNER OF CHURCH.
 FZ1376'
 FZ1376'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1376'BETHEL 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FZ1376'IS FLUSH WITH THE GROUND.
 FZ1376'
 FZ1376'MARK IS
 FZ1376'39.0 FEET WSW OF C/L OF GRAVELLED DRIVEWAY.
 FZ1376'30.0 FEET ENE OF SE CORNER OF CHURCH.
 FZ1376'29.2 FEET NNW OF NW CORNER OF BASE OF MATTHEWS HEADSTONE.
 FZ1376'11.7 FEET ENE OF NE CORNER OF BASE OF SUSANNA ABBOTT HEADSTONE.
 FZ1376'51.6 FEET WNW OF DUSK TILL DAWN LIGHT POLE WITH ALUMINUM REF.
 FZ1376'TAG.  60.2 FEET SW OF SERVICE POLE WITH ALUMINUM REF. TAG.
 FZ1376
 FZ1376                          STATION RECOVERY (1987)
 FZ1376
 FZ1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FZ1376'RECOVERED AS DESCRIBED.  GRAVEL DRIVEWAY IS NOW ASPHALT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1540 ***********************************************************************
 EA1540  HT_MOD      -  This is a Height Modernization Survey Station.
 EA1540  DESIGNATION -  BETHEL
 EA1540  PID         -  EA1540
 EA1540  STATE/COUNTY-  NC/PENDER
 EA1540  USGS QUAD   -  TOPSAIL (1970)
 EA1540
 EA1540                         *CURRENT SURVEY CONTROL
 EA1540  ___________________________________________________________________
 EA1540* NAD 83(2007)-  34 25 43.57988(N)    077 38 13.97989(W)     ADJUSTED  
 EA1540* NAVD 88     -        19.60   (meters)      64.3    (feet)  GPS OBS   
 EA1540  ___________________________________________________________________
 EA1540  EPOCH DATE  -        2002.00
 EA1540  X           -   1,127,562.316 (meters)                     COMP
 EA1540  Y           -  -5,144,378.156 (meters)                     COMP
 EA1540  Z           -   3,585,767.473 (meters)                     COMP
 EA1540  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EA1540  ELLIP HEIGHT-         -17.636 (meters)          (02/10/07) ADJUSTED
 EA1540  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1540
 EA1540  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1540  Type    PID    Designation                      North   East  Ellip
 EA1540  -------------------------------------------------------------------
 EA1540  NETWORK EA1540 BETHEL                            1.06   0.96   1.80
 EA1540  -------------------------------------------------------------------
 EA1540
 EA1540.The horizontal coordinates were established by GPS observations
 EA1540.and adjusted by the National Geodetic Survey in February 2007.
 EA1540
 EA1540.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1540.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1540.The horizontal coordinates are valid at the epoch date displayed above.
 EA1540.The epoch date for horizontal control is a decimal equivalence
 EA1540.of Year/Month/Day.
 EA1540
 EA1540.The orthometric height was determined by GPS observations and a
 EA1540.high-resolution geoid model.
 EA1540.The orthometric height was determined by GPS observations and a
 EA1540.high-resolution geoid model using precise GPS observation and
 EA1540.processing techniques.
 EA1540
 EA1540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1540
 EA1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1540
 EA1540.The ellipsoidal height was determined by GPS observations
 EA1540.and is referenced to NAD 83.
 EA1540
 EA1540.The geoid height was determined by GEOID03.
 EA1540
 EA1540;                    North         East     Units Scale Factor Converg.
 EA1540;SPC NC       -    76,158.102   734,858.495   MT  0.99997493   +0 47 11.6
 EA1540;SPC NC       -   249,862.04  2,410,948.25   sFT  0.99997493   +0 47 11.6
 EA1540;UTM  18      - 3,812,853.662   257,658.116   MT  1.00032397   -1 29 30.3
 EA1540
 EA1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1540!SPC NC       -   1.00000277  x   0.99997493  =   0.99997770
 EA1540!UTM  18      -   1.00000277  x   1.00032397  =   1.00032674
 EA1540
 EA1540                          SUPERSEDED SURVEY CONTROL
 EA1540
 EA1540  NAD 83(1986)-  34 25 43.58896(N)    077 38 13.99120(W) AD(       ) 1
 EA1540  NAD 83(2001)-  34 25 43.58020(N)    077 38 13.97927(W) AD(       ) 1
 EA1540  ELLIP H (11/24/04)  -17.613  (m)                       GP(       ) 4 2
 EA1540  NAD 83(1986)-  34 25 43.59396(N)    077 38 13.99112(W) AD(       ) 2
 EA1540  NGVD 29 (01/20/88)   19.9    (m)           65.     (f) VERT ANG    3  
 EA1540
 EA1540.Superseded values are not recommended for survey control.
 EA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1540.See file dsdata.txt to determine how the superseded data were derived.
 EA1540
 EA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5765812854(NAD 83)
 EA1540_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1540_STAMPING: BETHEL 1984
 EA1540_MARK LOGO: NCGS  
 EA1540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1540+STABILITY: SURFACE MOTION
 EA1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1540+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 EA1540
 EA1540  HISTORY     - Date     Condition        Report By
 EA1540  HISTORY     - 1984     MONUMENTED       NCGS
 EA1540  HISTORY     - 1989     GOOD             USPSQD
 EA1540  HISTORY     - 19990722 GOOD             NCGS
 EA1540  HISTORY     - 20050313 GOOD             USPSQD
 EA1540  HISTORY     - 20060319 GOOD             USPSQD
 EA1540
 EA1540                          STATION DESCRIPTION
 EA1540
 EA1540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA1540'STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) NORTHEAST OF HAMPSTEAD AND
 EA1540'10.6 KM (6.6 MI) SOUTHWEST OF HOLLY RIDGE.
 EA1540'
 EA1540'ALONG US 17 FOR 9.7 KM (6.05 MI) NORTHEAST FROM THE INTERSECTION
 EA1540'WITH NC 210 (IN HAMPSTEAD), AT THE INTERSECTION WITH SR 1562, ON
 EA1540'PROLONGATION OF THE EAST SIDE OF UNION BETHEL CHURCH.
 EA1540'
 EA1540'THE STATION IS A STANDARD NCGS DISK STAMPED---BETHEL 1984---, SET IN
 EA1540'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED
 EA1540'10 CM BELOW GROUND.
 EA1540'LOCATED 11.6 METERS (38.2 FT) SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EA1540'12.0 METERS (39.2 FT) EAST-NORTHEAST OF CENTERLINE OF ROAD,
 EA1540'19.0 METERS (62.2 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 EA1540'BRICK CHURCH, 31.1 METERS (102.0 FT) NORTHEAST OF A TELEPHONE
 EA1540'JUNCTION BOX AND--,
 EA1540'8.7 METERS (28.6 FT) WEST-SOUTHWEST OF A POWER POLE AND
 EA1540'12.6 METERS (41.2 FT) WEST-NORTHWEST OF A 18 INCH PINE--BOTH WITH
 EA1540'REFERENCE TAGS.
 EA1540'
 EA1540'MARK IS ABOUT 1 FOOT BELOW CENTERLINE OF HIGHWAY.
 EA1540'
 EA1540'BM X 115 IS LOCATED 2.3 KM (1.45 MI) SOUTH WEST OF THE STATION. MARK
 EA1540'A STANDARD CGS DISK STAMPED--X 115 1963--, SET IN A DRILLED HOLE.
 EA1540'LOCATED 7.7 METERS (25.5 FT) NORTHWEST OF CENTERLINE OF HIGHWAY,
 EA1540'IN THE TOP OF A BOX CULVERT.
 EA1540
 EA1540                          STATION RECOVERY (1989)
 EA1540
 EA1540'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EA1540'RECOVERED IN GOOD CONDITION.
 EA1540
 EA1540                          STATION RECOVERY (1999)
 EA1540
 EA1540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1540'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS
 EA1540'51.4 FT (15.7 M) SOUTHWEST OF A SERVICE POLE WITH REFERENCE TAG, ABOUT
 EA1540'1-FT LOWER THAN THE NORTH BOUND LANES OF US 17, AND IS RECESSED 6
 EA1540'INCHES BELOW THE GROUND. REFERENCES NOT CHECKED THIS DATE.
 EA1540
 EA1540                          STATION RECOVERY (2005)
 EA1540
 EA1540'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA1540'RECOVERED IN GOOD CONDITION.
 EA1540
 EA1540                          STATION RECOVERY (2006)
 EA1540
 EA1540'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3789 ***********************************************************************
 EB3789  DESIGNATION -  BETHEL
 EB3789  PID         -  EB3789
 EB3789  STATE/COUNTY-  NC/HOKE
 EB3789  USGS QUAD   -  WAGRAM (1982)
 EB3789
 EB3789                         *CURRENT SURVEY CONTROL
 EB3789  ___________________________________________________________________
 EB3789* NAD 83(2001)-  34 57 12.88045(N)    079 16 35.26709(W)     ADJUSTED  
 EB3789* NAVD 88     -        79.59   (+/-2cm)     261.1    (feet)  VERTCON   
 EB3789  ___________________________________________________________________
 EB3789  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EB3789  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EB3789  HORZ ORDER  -  SECOND
 EB3789  VERT ORDER  -  THIRD ? (See Below)
 EB3789
 EB3789.The horizontal coordinates were established by classical geodetic methods
 EB3789.and adjusted by the National Geodetic Survey in August 2005.
 EB3789
 EB3789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3789.The vertical order pertains to the NGVD 29 superseded value.
 EB3789
 EB3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3789
 EB3789.The geoid height was determined by GEOID03.
 EB3789
 EB3789;                    North         East     Units Scale Factor Converg.
 EB3789;SPC NC       -   133,548.318   584,352.076   MT  0.99988605   -0 09 34.4
 EB3789;SPC NC       -   438,149.77  1,917,161.77   sFT  0.99988605   -0 09 34.4
 EB3789;UTM  17      - 3,869,251.372   657,372.591   MT  0.99990524   +0 59 15.5
 EB3789
 EB3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3789!SPC NC       -   0.99999262  x   0.99988605  =   0.99987867
 EB3789!UTM  17      -   0.99999262  x   0.99990524  =   0.99989786
 EB3789
 EB3789                          SUPERSEDED SURVEY CONTROL
 EB3789
 EB3789  NAD 83(1986)-  34 57 12.89185(N)    079 16 35.27036(W) AD(       ) 2
 EB3789  NGVD 29 (04/22/91)   79.85   (m)          262.0    (f) LEVELING    3  
 EB3789
 EB3789.Superseded values are not recommended for survey control.
 EB3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3789.See file dsdata.txt to determine how the superseded data were derived.
 EB3789
 EB3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5737369251(NAD 83)
 EB3789_MARKER: DE = TRAVERSE STATION DISK
 EB3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3789+STABILITY: SURFACE MOTION
 EB3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3789+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 EB3789
 EB3789  HISTORY     - Date     Condition        Report By
 EB3789  HISTORY     - 1978     MONUMENTED       NCGS
 EB3789  HISTORY     - 20061007 GOOD             USPSQD
 EB3789
 EB3789                          STATION DESCRIPTION
 EB3789
 EB3789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB3789'THE STATION IS LOCATED APPROXIMATELY 3.4 MILES WEST-SOUTHWEST OF
 EB3789'RAEFORD AND 6.8 MILES NORTHEAST OF WAGRAM.
 EB3789'
 EB3789'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE
 EB3789'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 2.6 MILES TO SR 1207
 EB3789'CROSSROADS THENCE SOUTH ALONG SR 1207 FOR 0.1 MILE TO THE BETHEL
 EB3789'PRESBYTERIAN CHURCH AND STATION ON LEFT IN SOUTH YARD OF CHURCH.
 EB3789'
 EB3789'STATION MARK IS A STANDARD USE CORPS OF ENGR DISK STAMPED---2-0 TRI
 EB3789'BETHEL USGS 30 ENGR NC 43---SET IN TOP OF A MONUMENT, WHICH IS FLUSH
 EB3789'WITH THE GROUND SURFACE. THE MARK IS 68.9 FEET EAST OF CENTERLINE OF
 EB3789'SR 1207, 101.0 FEET SOUTH OF CENTER OF BOTTOM STEP TO FRONT ENTRANCE
 EB3789'OF CHURCH, 90.7 FEET SOUTHWEST OF A 38 INCH OAK, 67.3 FEET WEST OF A
 EB3789'26 INCH OAK, 89.8 FEET NORTHEAST OF 42 INCH AND 117.5 FEET
 EB3789'NORTH-NORTHWEST OF A 26 INCH SYCAMORE ALL WITH REFERENCE TAGS.
 EB3789
 EB3789                          STATION RECOVERY (2006)
 EB3789
 EB3789'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB3789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2643 ***********************************************************************
 FZ2643  DESIGNATION -  BETHEL
 FZ2643  PID         -  FZ2643
 FZ2643  STATE/COUNTY-  NC/YADKIN
 FZ2643  USGS QUAD   -  LONE HICKORY (1966)
 FZ2643
 FZ2643                         *CURRENT SURVEY CONTROL
 FZ2643  ___________________________________________________________________
 FZ2643* NAD 83(2001)-  36 07 01.47628(N)    080 42 01.89072(W)     ADJUSTED  
 FZ2643* NAVD 88     -       286.8    (meters)     941.     (feet)  VERTCON   
 FZ2643  ___________________________________________________________________
 FZ2643  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 FZ2643  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 FZ2643  HORZ ORDER  -  SECOND
 FZ2643
 FZ2643.The horizontal coordinates were established by classical geodetic methods
 FZ2643.and adjusted by the National Geodetic Survey in August 2005.
 FZ2643
 FZ2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2643
 FZ2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2643
 FZ2643.The geoid height was determined by GEOID03.
 FZ2643
 FZ2643;                    North         East     Units Scale Factor Converg.
 FZ2643;SPC NC       -   263,902.454   456,512.093   MT  0.99998654   -0 58 53.4
 FZ2643;SPC NC       -   865,819.97  1,497,740.09   sFT  0.99998654   -0 58 53.4
 FZ2643;UTM  17      - 3,996,975.619   526,951.038   MT  0.99960895   +0 10 35.5
 FZ2643
 FZ2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2643!SPC NC       -   0.99996022  x   0.99998654  =   0.99994676
 FZ2643!UTM  17      -   0.99996022  x   0.99960895  =   0.99956918
 FZ2643
 FZ2643                          SUPERSEDED SURVEY CONTROL
 FZ2643
 FZ2643  NAD 83(1993)-  36 07 01.48297(N)    080 42 01.89982(W) AD(       ) 2
 FZ2643  NAD 83(1986)-  36 07 01.48777(N)    080 42 01.89593(W) AD(       ) 2
 FZ2643  NGVD 29 (06/26/91)  287.0    (m)          942.     (f) VERT ANG    3  
 FZ2643
 FZ2643.Superseded values are not recommended for survey control.
 FZ2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2643.See file dsdata.txt to determine how the superseded data were derived.
 FZ2643
 FZ2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2695196976(NAD 83)
 FZ2643_MARKER: DE = TRAVERSE STATION DISK
 FZ2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2643_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2643+STABILITY: SURFACE MOTION
 FZ2643
 FZ2643  HISTORY     - Date     Condition        Report By
 FZ2643  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2643
 FZ2643                          STATION DESCRIPTION
 FZ2643
 FZ2643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2643'STATION IS LOCATED ABOUT 2.6 MILES SOUTHWEST OF YADKINVILLE.
 FZ2643'
 FZ2643'TO REACH THE STATION FROM THE US 421 OVERPASS OF NC 601 AT
 FZ2643'YADKINVILLE, PROCEED WEST ALONG US 421 FOR 2.3 MI TO STATION ON
 FZ2643'LEFT IN SHOULDER.
 FZ2643'
 FZ2643'THE STATION IS A STANDARD NCGS DISK,
 FZ2643'STAMPED---BETHEL 1980---,
 FZ2643'SET INTO THE TOP OF ROUND CONCRETE MONUMENT
 FZ2643'9 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2643'27.8 FEET SOUTH OF CENTERLINE OF US 421,
 FZ2643'118.0 FEET WEST-NORTHWEST OF SIGN POST WITH-UNION 76--,
 FZ2643'77.8 FEET NORTHEAST OF TELEPHONE POLE AND
 FZ2643'4.3 FEET SOUTH OF TRAFFIC SIGN POST--BOTH WITH REFERENCE TAGS.
 FZ2643'
 FZ2643'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3803 ***********************************************************************
 FB3803  DESIGNATION -  BETHEL
 FB3803  PID         -  FB3803
 FB3803  STATE/COUNTY-  NC/MADISON
 FB3803  USGS QUAD   -  BALD CREEK (1990)
 FB3803
 FB3803                         *CURRENT SURVEY CONTROL
 FB3803  ___________________________________________________________________
 FB3803* NAD 83(2001)-  35 52 58.95620(N)    082 28 40.95793(W)     ADJUSTED  
 FB3803* NAVD 88     -       727.0    (meters)    2385.     (feet)  VERTCON   
 FB3803  ___________________________________________________________________
 FB3803  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FB3803  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB3803  HORZ ORDER  -  SECOND
 FB3803
 FB3803.The horizontal coordinates were established by classical geodetic methods
 FB3803.and adjusted by the National Geodetic Survey in August 2005.
 FB3803
 FB3803.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3803
 FB3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3803
 FB3803.The geoid height was determined by GEOID03.
 FB3803
 FB3803;                    North         East     Units Scale Factor Converg.
 FB3803;SPC NC       -   242,124.884   295,630.805   MT  0.99993317   -2 00 26.7
 FB3803;SPC NC       -   794,371.39    969,915.40   sFT  0.99993317   -2 00 26.7
 FB3803;UTM  17      - 3,971,985.140   366,586.330   MT  0.99981933   -0 51 59.2
 FB3803
 FB3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3803!SPC NC       -   0.99989063  x   0.99993317  =   0.99982381
 FB3803!UTM  17      -   0.99989063  x   0.99981933  =   0.99970998
 FB3803
 FB3803                          SUPERSEDED SURVEY CONTROL
 FB3803
 FB3803  NAD 83(1995)-  35 52 58.95662(N)    082 28 40.95784(W) AD(       ) 2
 FB3803  NAD 83(1986)-  35 52 58.97032(N)    082 28 40.96297(W) AD(       ) 2
 FB3803  NGVD 29 (02/22/93)  727.1    (m)         2385.     (f) VERT ANG    3  
 FB3803
 FB3803.Superseded values are not recommended for survey control.
 FB3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3803.See file dsdata.txt to determine how the superseded data were derived.
 FB3803
 FB3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6658671985(NAD 83)
 FB3803_MARKER: DE = TRAVERSE STATION DISK
 FB3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3803_SP_SET: CONCRETE POST
 FB3803_STAMPING: BETHEL 1984
 FB3803_MARK LOGO: NCGS  
 FB3803_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3803+STABILITY: SURFACE MOTION
 FB3803
 FB3803  HISTORY     - Date     Condition        Report By
 FB3803  HISTORY     - 1984     MONUMENTED       NCGS
 FB3803
 FB3803                          STATION DESCRIPTION
 FB3803
 FB3803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB3803'THE STATION IS LOCATED 5.5 MILES NORTHEAST OF MARS HILL.
 FB3803'ALONG US 19 FOR 4.3 MILES NORTHEAST FROM THE US 19-23 JUNCTION, AT THE
 FB3803'SOUTH ENTRANCE TO THE BETHEL BAPTIST CHURCH.
 FB3803'THE STATION IS A STANDARD NCGS DISK STAMPED---BETHEL 1984---, SET INTO
 FB3803'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM
 FB3803'BELOW GROUND.  LOCATED 8.84 METERS (29.0 FT) EAST-SOUTHEAST FROM THE
 FB3803'CENTERLINE OF US 19, 35.91 METERS (117.8 FT) SOUTHWEST FROM THE
 FB3803'SOUTHWEST CORNER OF CHURCH--AND 24.72 METERS (81.1 FT) WEST-SOUTHWEST
 FB3803'FROM A POWER SERVICE POLE, 38.40 METERS (126.0 FT) SOUTH-SOUTHWEST
 FB3803'FROM A LIGHT POLE, AND 7.80 METERS (25.6 FT) NORTH FROM A 12 INCH
 FB3803'MAPLE--ALL WITH REFERENCE TAGS.
 FB3803'MARK IS AT HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6002 ***********************************************************************
 AE6002  DESIGNATION -  BETHEL
 AE6002  PID         -  AE6002
 AE6002  STATE/COUNTY-  NC/PAMLICO
 AE6002  USGS QUAD   -  BAYBORO (1983)
 AE6002
 AE6002                         *CURRENT SURVEY CONTROL
 AE6002  ___________________________________________________________________
 AE6002* NAD 83(2001)-  35 08 14.22115(N)    076 50 29.61183(W)     ADJUSTED  
 AE6002* NAVD 88     -        12.453  (meters)      40.86   (feet)  ADJUSTED  
 AE6002  ___________________________________________________________________
 AE6002  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE6002  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6002  DYNAMIC HT  -          12.441 (meters)      40.82  (feet)  COMP
 AE6002  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 AE6002
 AE6002  HORZ ORDER  -  SECOND
 AE6002  VERT ORDER  -  SECOND    CLASS II
 AE6002
 AE6002.The horizontal coordinates were established by classical geodetic methods
 AE6002.and adjusted by the National Geodetic Survey in August 2005.
 AE6002
 AE6002.The orthometric height was determined by differential leveling
 AE6002.and adjusted in June 1998.
 AE6002
 AE6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6002
 AE6002.The geoid height was determined by GEOID03.
 AE6002
 AE6002.The dynamic height is computed by dividing the NAVD 88
 AE6002.geopotential number by the normal gravity value computed on the
 AE6002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6002.degrees latitude (g = 980.6199 gals.).
 AE6002
 AE6002.The modeled gravity was interpolated from observed gravity values.
 AE6002
 AE6002;                    North         East     Units Scale Factor Converg.
 AE6002;SPC NC       -   156,029.473   806,271.534   MT  0.99987458   +1 14 44.8
 AE6002;SPC NC       -   511,906.70  2,645,242.52   sFT  0.99987458   +1 14 44.8
 AE6002;UTM  18      - 3,889,819.571   332,226.024   MT  0.99994691   -1 03 36.5
 AE6002
 AE6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6002!SPC NC       -   1.00000391  x   0.99987458  =   0.99987849
 AE6002!UTM  18      -   1.00000391  x   0.99994691  =   0.99995082
 AE6002
 AE6002                          SUPERSEDED SURVEY CONTROL
 AE6002
 AE6002  NAD 83(1986)-  35 08 14.23140(N)    076 50 29.62147(W) AD(       ) 2
 AE6002  NGVD 29 (04/29/98)   12.76   (m)           41.9    (f) LEVELING    3  
 AE6002
 AE6002.Superseded values are not recommended for survey control.
 AE6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6002.See file dsdata.txt to determine how the superseded data were derived.
 AE6002
 AE6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3222689820(NAD 83)
 AE6002_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6002_STAMPING: BETHEL 1984
 AE6002_MARK LOGO: NCGS  
 AE6002_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE6002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6002+STABILITY: SURFACE MOTION
 AE6002
 AE6002  HISTORY     - Date     Condition        Report By
 AE6002  HISTORY     - 1984     MONUMENTED       NCGS
 AE6002
 AE6002                          STATION DESCRIPTION
 AE6002
 AE6002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6002'STATION IS LOCATED ABOUT 0.5 KM (0.30 MI) SOUTH OF GRANTSBORO. ALONG
 AE6002'NC 306 FOR 0.4 KM (0.25 MI) SOUTH OF NC 55 AT GRANTSBORO, OR 0.2 KM
 AE6002'(0.10 MI) NORTH OF THE BETHEL BAPTIST CHURCH. MARK IS FLUSH WITH
 AE6002'GROUND AND LEVEL WITH HIGHWAY.  LOCATED 9.94 M (32.61 FT) EAST OF THE
 AE6002'CENTERLINE OF THE HIGHWAY, 14.42 M (47.31 FT) SOUTH-SOUTHEAST OF THE
 AE6002'SOUTH END OF A DRIVEWAY CULVERT, 33.29 M (109.22 FT) NORTH OF THE
 AE6002'NORTH END OF A DRIVEWAY CULVERT--AND 5.88 M (19.29 FT) SOUTH OF A
 AE6002'24-INCH PINE, 6.16 M (20.21 FT) NORTH OF A 30-INCH PINE--BOTH WITH
 AE6002'REFERENCE TAGS. NOTE--RECOVERY BY NCGS IN 1988 FOUND MARK GOOD AS
 AE6002'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8569 ***********************************************************************
 DF8569  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8569  DESIGNATION -  BETHEL
 DF8569  PID         -  DF8569
 DF8569  STATE/COUNTY-  NC/WATAUGA
 DF8569  USGS QUAD   -  SHERWOOD (1994)
 DF8569
 DF8569                         *CURRENT SURVEY CONTROL
 DF8569  ___________________________________________________________________
 DF8569* NAD 83(2007)-  36 17 37.08811(N)    081 49 23.86572(W)     ADJUSTED  
 DF8569* NAVD 88     -       840.10   (meters)    2756.2    (feet)  GPS OBS   
 DF8569  ___________________________________________________________________
 DF8569  EPOCH DATE  -        2002.00
 DF8569  X           -     732,101.172 (meters)                     COMP
 DF8569  Y           -  -5,095,103.965 (meters)                     COMP
 DF8569  Z           -   3,754,981.047 (meters)                     COMP
 DF8569  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DF8569  ELLIP HEIGHT-         809.088 (meters)          (02/10/07) ADJUSTED
 DF8569  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DF8569
 DF8569  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8569  Type    PID    Designation                      North   East  Ellip
 DF8569  -------------------------------------------------------------------
 DF8569  NETWORK DF8569 BETHEL                            0.80   0.69   1.41
 DF8569  -------------------------------------------------------------------
 DF8569
 DF8569.The horizontal coordinates were established by GPS observations
 DF8569.and adjusted by the National Geodetic Survey in February 2007.
 DF8569
 DF8569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8569.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8569.The horizontal coordinates are valid at the epoch date displayed above.
 DF8569.The epoch date for horizontal control is a decimal equivalence
 DF8569.of Year/Month/Day.
 DF8569
 DF8569.The orthometric height was determined by GPS observations and a
 DF8569.high-resolution geoid model.
 DF8569.The orthometric height was determined by GPS observations and a
 DF8569.high-resolution geoid model using precise GPS observation and
 DF8569.processing techniques.
 DF8569
 DF8569.Photographs are available for this station.
 DF8569
 DF8569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8569
 DF8569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8569
 DF8569.The ellipsoidal height was determined by GPS observations
 DF8569.and is referenced to NAD 83.
 DF8569
 DF8569.The geoid height was determined by GEOID03.
 DF8569
 DF8569;                    North         East     Units Scale Factor Converg.
 DF8569;SPC NC       -   285,789.203   356,014.038   MT  1.00003791   -1 37 46.3
 DF8569;SPC NC       -   937,626.74  1,168,022.72   sFT  1.00003791   -1 37 46.3
 DF8569;UTM  17      - 4,016,832.134   426,073.567   MT  0.99966733   -0 29 14.5
 DF8569
 DF8569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8569!SPC NC       -   0.99987303  x   1.00003791  =   0.99991094
 DF8569!UTM  17      -   0.99987303  x   0.99966733  =   0.99954041
 DF8569
 DF8569                          SUPERSEDED SURVEY CONTROL
 DF8569
 DF8569  NAD 83(1986)-  36 17 37.09945(N)    081 49 23.87178(W) AD(       ) 1
 DF8569  NAD 83(2001)-  36 17 37.08893(N)    081 49 23.86603(W) AD(       ) 1
 DF8569  ELLIP H (10/17/03)  809.063  (m)                       GP(       ) 4 2
 DF8569
 DF8569.Superseded values are not recommended for survey control.
 DF8569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8569.See file dsdata.txt to determine how the superseded data were derived.
 DF8569
 DF8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA2607416832(NAD 83)
 DF8569_MARKER: DD = SURVEY DISK
 DF8569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8569_STAMPING: BETHEL 2003
 DF8569_MARK LOGO: NGS   
 DF8569_PROJECTION: RECESSED 8 CENTIMETERS
 DF8569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8569+STABILITY: SURFACE MOTION
 DF8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8569+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 DF8569
 DF8569  HISTORY     - Date     Condition        Report By
 DF8569  HISTORY     - 20021212 MONUMENTED       GEOMET
 DF8569
 DF8569                          STATION DESCRIPTION
 DF8569
 DF8569'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 DF8569'THE STATION IS LOCATED IN NORTHWESTERN WATAUGA COUNTY, NORTH
 DF8569'CAROLINA, ABOUT 12.9 KM (8 MILES) NORTHWEST OF BOONE AND 4.8 KM (3
 DF8569'MILES) SOUTHWEST OF MABEL.  TO REACH THE STATION FROM THE
 DF8569'INTERSECTION OF US HIGHWAYS 421 AND 321, ABOUT 9.7 KM (6 MILES)
 DF8569'NORTHWEST OF BOONE, GO WEST ON US HIGHWAY 321 FOR 1.8 KM (1.1 MILES)
 DF8569'TO AN INTERSECTION.  TURN RIGHT AND GO NORTH ON STATE ROUTE 1233 (OLD
 DF8569'US HIGHWAY 421) FOR 0.5 KM (0.3 MILE) TO AN INTERSECTION.  TURN LEFT
 DF8569'AND GO NORTHWEST ON STATE ROUTE 1213 (GEORGES GAP ROAD) FOR 7.5 KM
 DF8569'(4.7 MILES) TO AN INTERSECTION. CONTINUE STRAIGHT AND GO NORTHWEST ON
 DF8569'STATE ROUTE 1201 (BETHEL ROAD) FOR 0.3 KM (0.2 MILE) TO ITS
 DF8569'INTERSECTION WITH STATE ROUTE 1221 (BEAVER DAM ROAD) AND THE STATION
 DF8569'ON THE RIGHT.  THE STATION IS ACROSS THE ROAD FROM A WHITE FRAME
 DF8569'BUILDING (305 BETHEL ROAD) AND IS LOCATED IN THE NORTHWEST CORNER OF
 DF8569'THE INTERSECTION.  THE STATION IS 16.8 METERS (55.0 FEET) NORTHWEST
 DF8569'(MAGNETIC BEARING OF 340 DEGREES) FROM THE NORTHWEST CORNER OF A
 DF8569'PORCH TO A WHITE FRAME BUILDING AT 305 BETHEL ROAD, 12.5 METERS (41.0
 DF8569'FEET) NORTHWEST (MAGNETIC BEARING OF 350 DEGREES) FROM THE CENTERLINE
 DF8569'OF STATE ROUTE 1201 (BETHEL ROAD), 6.7 METERS (22.0 FEET) NORTHWEST
 DF8569'(MAGNETIC BEARING OF 275 DEGREES) FROM THE CENTERLINE OF STATE ROUTE
 DF8569'1225 (BEAVER DAM ROAD), 3.7 METERS (12.1 FEET) NORTHWEST (MAGNETIC
 DF8569'BEARING OF 355 DEGREES) FROM A STOP SIGN POST, 3.7 METERS (12.0 FEET)
 DF8569'SOUTHWEST (MAGNETIC BEARING OF 190 DEGREES) FROM A TELEPHONE
 DF8569'PEDESTAL, 3.4 METERS (11.2 FEET) NORTHEAST (MAGNETIC BEARING OF 25
 DF8569'DEGREES) FROM A WOOD CORNER FENCE POST WITH AN NCGS REFERENCE TAG,
 DF8569'1.5 METERS (4.9 FEET) SOUTH (MAGNETIC BEARING OF 180 DEGREES) FROM A
 DF8569'WOOD FENCE POST WITH AN NCGS REFERENCE TAG, AND 0.6 METER (2.0 FEET)
 DF8569'NORTHEAST (MAGNETIC BEARING OF 60 DEGREES) FROM AN NGS WITNESS POST.
 DF8569'THE STATION IS A STANDARD NGS BRASS DISK SET INTO A 12 INCH DIAMETER
 DF8569'CONCRETE MONUMENT 36 INCHES DEEP RECESSED. IT IS THREE INCHES BELOW
 DF8569'THE GROUND SURFACE AND STAMPED BETHEL 2003.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3033 ***********************************************************************
 FY3033  DESIGNATION -  BETHEL HILL
 FY3033  PID         -  FY3033
 FY3033  STATE/COUNTY-  NC/PERSON
 FY3033  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3033
 FY3033                         *CURRENT SURVEY CONTROL
 FY3033  ___________________________________________________________________
 FY3033* NAD 83(2001)-  36 30 15.02046(N)    078 55 07.61452(W)     ADJUSTED  
 FY3033* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 FY3033  ___________________________________________________________________
 FY3033  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FY3033  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FY3033  HORZ ORDER  -  FIRST
 FY3033
 FY3033.The horizontal coordinates were established by classical geodetic methods
 FY3033.and adjusted by the National Geodetic Survey in August 2005.
 FY3033
 FY3033.The orthometric height was scaled from a topographic map.
 FY3033
 FY3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3033
 FY3033.The geoid height was determined by GEOID03.
 FY3033
 FY3033;                    North         East     Units Scale Factor Converg.
 FY3033;SPC NC       -   305,550.090   616,878.068   MT  1.00011170   +0 02 48.8
 FY3033;SPC NC       - 1,002,458.92  2,023,874.13   sFT  1.00011170   +0 02 48.8
 FY3033;SPC VA S     - 1,019,042.224 3,462,480.837   MT  1.00005800   -0 15 15.0
 FY3033;SPC VA S     - 3,343,307.70 11,359,822.55   sFT  1.00005800   -0 15 15.0
 FY3033;UTM  17      - 4,041,885.174   686,386.132   MT  1.00002803   +1 14 18.4
 FY3033
 FY3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3033!SPC NC       -   0.99997449  x   1.00011170  =   1.00008619
 FY3033!SPC VA S     -   0.99997449  x   1.00005800  =   1.00003249
 FY3033!UTM  17      -   0.99997449  x   1.00002803  =   1.00000252
 FY3033
 FY3033:                Primary Azimuth Mark                     Grid Az
 FY3033:SPC NC       -  BETHEL HILL RM 1 AZIMUTH                 189 30 38.6
 FY3033:SPC VA S     -  BETHEL HILL RM 1 AZIMUTH                 189 48 42.4
 FY3033:UTM  17      -  BETHEL HILL RM 1 AZIMUTH                 188 19 09.0
 FY3033
 FY3033|---------------------------------------------------------------------|
 FY3033| PID    Reference Object                     Distance      Geod. Az  |
 FY3033|                                                           dddmmss.s |
 FY3033| FY3971 BETHEL HILL RM 1 AZIMUTH                           1893327.4 |
 FY3033| FY3972 BETHEL HILL RM 2                     55.135 METERS 25848     |
 FY3033| FY3973 BETHEL HILL RM 3                     37.527 METERS 35702     |
 FY3033|---------------------------------------------------------------------|
 FY3033
 FY3033                          SUPERSEDED SURVEY CONTROL
 FY3033
 FY3033  NAD 83(1993)-  36 30 15.02087(N)    078 55 07.61542(W) AD(       ) 1
 FY3033  NAD 83(1986)-  36 30 15.02292(N)    078 55 07.61996(W) AD(       ) 1
 FY3033  NAD 27      -  36 30 14.51500(N)    078 55 08.58900(W) AD(       ) 1
 FY3033
 FY3033.Superseded values are not recommended for survey control.
 FY3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3033.See file dsdata.txt to determine how the superseded data were derived.
 FY3033
 FY3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8638641885(NAD 83)
 FY3033_MARKER: DS = TRIANGULATION STATION DISK
 FY3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3033_STAMPING: BETHEL HILL 1933
 FY3033_MARK LOGO: CGS   
 FY3033
 FY3033  HISTORY     - Date     Condition        Report By
 FY3033  HISTORY     - 1933     MONUMENTED       CGS
 FY3033  HISTORY     - 1951     SEE DESCRIPTION  USGS
 FY3033  HISTORY     - 1954     SEE DESCRIPTION  CGS
 FY3033
 FY3033                          STATION DESCRIPTION
 FY3033
 FY3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY3033'STATION IS 8-1/4 MILES NORTH-NORTHEAST OF ROXBORO, 8-1/4 MILES
 FY3033'WEST-SOUTHWEST OF VIRGILINA, AND 2-1/2 MILE SOUTH OF VIRGINA-NORTH
 FY3033'CAROLINA STATE LINE, ON GROUNDS OF BETHEL HILL SCHOOL. TO REACH
 FY3033'FROM SOUTH BOSTON, GO SOUTH ABOUT 15 MILES OR 3.25 MILES BEYOND
 FY3033'STATE LINE ON ROUTE 501 DIRECT TO STATION SITE. TO REACH FROM THE
 FY3033'MAIN CORNER IN ROXBORO, GO NORTH 9.35 MILES OR 3.1 MILES BEYOND S.P.
 FY3033'GENTRY AND CO.S STORE ON EAST SIDE OF HIGHWAY ON ROUTE 501 DIRECT TO
 FY3033'STATION SITE.  STATION IS 64 FEET SOUTH OF NORTHWEST CORNER AND 59
 FY3033'FEET WEST OF SOUTHWEST CORNER OF MAIN SCHOOL BUILDING.  SURFACE
 FY3033'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FY3033'CONCRETE. REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD REFERENCE
 FY3033'DISKS IN CONCRETE, NOTE 11A.
 FY3033'REFERENCE MARK NO. 1 IS 100 FEET NORTHEAST OF NEGRO
 FY3033'FARMHOUSE, 35 FEET EAST OF EAST CORNER OF LOG SHED, 10 FEET SOUTH OF
 FY3033'EAST-AND-WEST ROAD BETWEEN FIELDS, 10 FEET NORTHWEST OF 12-INCH
 FY3033'CHERRY TREE, AND 0.25 MILE FROM STATION S 09 DEG 34 MIN W
 FY3033'REFERENCE MARK NO. 2 IS AT SOUTH EDGE OF SCHOOL GROUNDS, 51 FEET
 FY3033'NORTH OF ROAD ON SOUTH SIDE OF SCHOOL, AND 180.89 FEET FROM STATION
 FY3033'S 78 DEG 48 MIN W.
 FY3033'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE
 FY3033'DISK, NOTE 11C, IN EAST SIDE OF INCLINED CONCRETE WALK TO SCHOOL
 FY3033'GYMNASIUM, 13 FEET SOUTH OF GYMNASIUM DOOR, AND 123.12 FEET FROM
 FY3033'STATION N 02 DEG 58 MIN W.
 FY3033
 FY3033                          STATION RECOVERY (1951)
 FY3033
 FY3033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FY3033'STATION HAS BEEN DUG UP BY NEW ADDITIONS TO A SCHOOL BUILDING, AND IT
 FY3033'IS NOW LAYING AT THE SIDE OF THE SCHOOL BUILDING.
 FY3033'
 FY3033'REFERENCE MARK 2 AND 3 CANNOT BE FOUND AND SEEM TO HAVE BEEN
 FY3033'DESTROYED.  REFERENCE MARK 1 WAS NOT LOOKED FOR.
 FY3033
 FY3033                          STATION RECOVERY (1954)
 FY3033
 FY3033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3033'STATION WAS NOT RECOVERED.  THE SURFACE STATION MARK WAS FOUND LYING
 FY3033'AT THE SIDE OF THE SCHOOL BUILDING. THE STATION SITE IS NOW OCCUPIED
 FY3033'BY A LARGE BRICK SCHOOL BUILDING. REFERENCE MARK 1 WAS NOT
 FY3033'RECOVERED.  REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED AND FOUND IN
 FY3033'GOOD CONDITION. REFERENCE MARK 3 WAS EVIDENTLY DESTROYED
 FY3033'WHEN THE NEW SCHOOL BUILDING WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2278 ***********************************************************************
 EY2278  DESIGNATION -  BETHEL MUNICIPAL TANK
 EY2278  PID         -  EY2278
 EY2278  STATE/COUNTY-  NC/PITT
 EY2278  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY2278
 EY2278                         *CURRENT SURVEY CONTROL
 EY2278  ___________________________________________________________________
 EY2278* NAD 83(2001)-  35 48 07.51876(N)    077 22 14.87249(W)     ADJUSTED  
 EY2278* NAVD 88     -              **(meters)            **(feet)            
 EY2278  ___________________________________________________________________
 EY2278  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EY2278  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EY2278  HORZ ORDER  -  THIRD
 EY2278
 EY2278.The horizontal coordinates were established by classical geodetic methods
 EY2278.and adjusted by the National Geodetic Survey in August 2005.
 EY2278
 EY2278
 EY2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2278
 EY2278.The geoid height was determined by GEOID03.
 EY2278
 EY2278;                    North         East     Units Scale Factor Converg.
 EY2278;SPC NC       -   228,850.682   756,843.647   MT  0.99991862   +0 56 25.2
 EY2278;SPC NC       -   750,820.95  2,483,077.87   sFT  0.99991862   +0 56 25.2
 EY2278;UTM  18      - 3,964,591.162   285,773.553   MT  1.00016554   -1 23 14.7
 EY2278
 EY2278                          SUPERSEDED SURVEY CONTROL
 EY2278
 EY2278  NAD 83(1986)-  35 48 07.53152(N)    077 22 14.88334(W) AD(       ) 4
 EY2278  NAD 27      -  35 48 06.93700(N)    077 22 15.99600(W) AD(       ) 3
 EY2278
 EY2278.Superseded values are not recommended for survey control.
 EY2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2278.See file dsdata.txt to determine how the superseded data were derived.
 EY2278
 EY2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8577464591(NAD 83)
 EY2278_MARKER: 53 = ELEVATED TANK
 EY2278
 EY2278  HISTORY     - Date     Condition        Report By
 EY2278  HISTORY     - 1959     FIRST OBSERVED   CGS
 EY2278  HISTORY     - 1980     GOOD             NCGS
 EY2278  HISTORY     - 1985     GOOD             USPSQD
 EY2278  HISTORY     - 19870406 GOOD             USPSQD
 EY2278  HISTORY     - 1988     GOOD             USPSQD
 EY2278  HISTORY     - 1988     GOOD             USPSQD
 EY2278  HISTORY     - 1989     GOOD             USPSQD
 EY2278
 EY2278                          STATION DESCRIPTION
 EY2278
 EY2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 EY2278'THE STATION IS THE WATER TANK, LOCATED AT THE SOUTHEAST
 EY2278'EDGE OF BETHEL AT THE CITY POWER PLANT.  IT IS AN ELEVATED
 EY2278'STEEL STRUCTURE, SILVER COLOR, SUPPORTED BY 4 LEGS AND IS
 EY2278'80 FEET HIGH.  THE BALL ON TANK WAS POINT LOCATED.
 EY2278
 EY2278                          STATION RECOVERY (1980)
 EY2278
 EY2278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EY2278'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2278
 EY2278                          STATION RECOVERY (1985)
 EY2278
 EY2278'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY2278'RECOVERED IN GOOD CONDITION.
 EY2278
 EY2278                          STATION RECOVERY (1987)
 EY2278
 EY2278'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY2278'RECOVERED IN GOOD CONDITION.
 EY2278
 EY2278                          STATION RECOVERY (1988)
 EY2278
 EY2278'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM)
 EY2278'RECOVERED IN GOOD CONDITION.
 EY2278
 EY2278                          STATION RECOVERY (1988)
 EY2278
 EY2278'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2278'RECOVERED IN GOOD CONDITION.
 EY2278
 EY2278                          STATION RECOVERY (1989)
 EY2278
 EY2278'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2438 ***********************************************************************
 DD2438  DESIGNATION -  BETHEL NCGS 1970
 DD2438  PID         -  DD2438
 DD2438  STATE/COUNTY-  NC/BRUNSWICK
 DD2438  USGS QUAD   -  SOUTHPORT (1990)
 DD2438
 DD2438                         *CURRENT SURVEY CONTROL
 DD2438  ___________________________________________________________________
 DD2438* NAD 83(2001)-  33 56 28.17383(N)    078 01 39.09020(W)     ADJUSTED  
 DD2438* NAVD 88     -         7.5    (meters)      25.     (feet)  VERTCON   
 DD2438  ___________________________________________________________________
 DD2438  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 DD2438  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 DD2438  HORZ ORDER  -  SECOND
 DD2438
 DD2438.The horizontal coordinates were established by classical geodetic methods
 DD2438.and adjusted by the National Geodetic Survey in August 2005.
 DD2438
 DD2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2438
 DD2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2438
 DD2438.The geoid height was determined by GEOID03.
 DD2438
 DD2438;                    North         East     Units Scale Factor Converg.
 DD2438;SPC NC       -    21,647.367   699,515.406   MT  1.00013165   +0 33 40.6
 DD2438;SPC NC       -    71,021.40  2,294,993.46   sFT  1.00013165   +0 33 40.6
 DD2438;UTM  17      - 3,759,613.107   774,737.505   MT  1.00053059   +1 39 38.5
 DD2438;UTM  18      - 3,759,762.046   220,172.588   MT  1.00056540   -1 41 29.4
 DD2438
 DD2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2438!SPC NC       -   1.00000466  x   1.00013165  =   1.00013631
 DD2438!UTM  17      -   1.00000466  x   1.00053059  =   1.00053525
 DD2438!UTM  18      -   1.00000466  x   1.00056540  =   1.00057006
 DD2438
 DD2438:                Primary Azimuth Mark                     Grid Az
 DD2438:SPC NC       -  MILLER                                   327 59 05.5
 DD2438:UTM  17      -  MILLER                                   326 53 07.6
 DD2438:UTM  18      -  MILLER                                   330 14 15.5
 DD2438
 DD2438|---------------------------------------------------------------------|
 DD2438| PID    Reference Object                     Distance      Geod. Az  |
 DD2438|                                                           dddmmss.s |
 DD2438| DD2458 MILLER                              424.438 METERS 3283246.1 |
 DD2438|---------------------------------------------------------------------|
 DD2438
 DD2438                          SUPERSEDED SURVEY CONTROL
 DD2438
 DD2438  NAD 83(1986)-  33 56 28.18526(N)    078 01 39.10083(W) AD(       ) 2
 DD2438  NAD 27      -  33 56 27.55992(N)    078 01 40.13462(W) AD(       ) 2
 DD2438  NGVD 29 (07/19/86)    7.8    (m)           26.     (f) VERT ANG    3  
 DD2438
 DD2438.Superseded values are not recommended for survey control.
 DD2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2438.See file dsdata.txt to determine how the superseded data were derived.
 DD2438
 DD2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7473859613(NAD 83)
 DD2438_MARKER: DE = TRAVERSE STATION DISK
 DD2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2438+STABILITY: SURFACE MOTION
 DD2438
 DD2438  HISTORY     - Date     Condition        Report By
 DD2438  HISTORY     - 1970     MONUMENTED       NCGS
 DD2438  HISTORY     - 20010614 MARK NOT FOUND   USPSQD
 DD2438  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD2438  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 DD2438
 DD2438                          STATION DESCRIPTION
 DD2438
 DD2438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 DD2438'BETHEL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 DD2438'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 DD2438'
 DD2438'BETHEL IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF SOUTHPORT.  TO
 DD2438'REACH STATION PROCEED FROM THE INTERSECTION NC 211 (HOWE ST.) AND
 DD2438'NASH STREET IN SOUTHPORT, GO NORTH ON HOWE ST. FOR 1.4 MILES TO
 DD2438'INTERSECTION OF NC 211 (HOWE ST.) AND NC 87, CONTINUE STRAIGHT
 DD2438'AHEAD ON NC 211 FOR 0.2 MILE TO STATION ON RIGHT IN FRONT OF
 DD2438'BAPTIST CHURCH, AND 0.65 MILE SOUTH OF INTERSECTION OF NC 211 AND
 DD2438'NC 133.
 DD2438'
 DD2438'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 DD2438'BETHEL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 DD2438'IS FLUSH WITH THE SURFACE OF THE GROUND.
 DD2438'
 DD2438'MARK IS
 DD2438'
 DD2438'17.6 FT ENE OF C/L OF NC 211
 DD2438'
 DD2438'79.7 FT NW OF ALUMINUM REF. TAG ON PP WITH DUSK TO DAWN LAMP
 DD2438'
 DD2438'55.1 FT NW OF N END OF 14 INCH CULVERT UNDER DIRT DRIVE
 DD2438'
 DD2438'52.3 FT SW OF ALUMINUM REF. TAG ON 20 INCH PINE TREE
 DD2438'
 DD2438'145.0 FT NW OF 4 INCH METAL LAMP POST
 DD2438
 DD2438                          STATION RECOVERY (2001)
 DD2438
 DD2438'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD2438'POSSIBLY THERE - UNDER CONCRETE DRIVE
 DD2438
 DD2438                          STATION RECOVERY (2004)
 DD2438
 DD2438'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2438'MARK NOT FOUND.
 DD2438
 DD2438                          STATION RECOVERY (2004)
 DD2438
 DD2438'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 DD2438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5748 ***********************************************************************
 EY5748  DESIGNATION -  BETHEL NEW MUNICIPAL TANK
 EY5748  PID         -  EY5748
 EY5748  STATE/COUNTY-  NC/PITT
 EY5748  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY5748
 EY5748                         *CURRENT SURVEY CONTROL
 EY5748  ___________________________________________________________________
 EY5748* NAD 83(2001)-  35 48 37.82638(N)    077 22 16.95585(W)     NO CHECK  
 EY5748* NAVD 88     -              **(meters)            **(feet)            
 EY5748  ___________________________________________________________________
 EY5748  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EY5748  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EY5748  HORZ ORDER  -  THIRD
 EY5748
 EY5748.The horizontal coordinates were established by classical geodetic methods
 EY5748.and adjusted by the National Geodetic Survey in August 2005.
 EY5748.No horizontal observational check was made to the station.
 EY5748
 EY5748
 EY5748.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5748
 EY5748.The geoid height was determined by GEOID03.
 EY5748
 EY5748;                    North         East     Units Scale Factor Converg.
 EY5748;SPC NC       -   229,783.733   756,776.026   MT  0.99992004   +0 56 24.0
 EY5748;SPC NC       -   753,882.13  2,482,856.01   sFT  0.99992004   +0 56 24.0
 EY5748;UTM  18      - 3,965,526.419   285,743.879   MT  1.00016570   -1 23 16.9
 EY5748
 EY5748                          SUPERSEDED SURVEY CONTROL
 EY5748
 EY5748  NAD 83(1986)-  35 48 37.83616(N)    077 22 16.96865(W) AD(       ) 4
 EY5748
 EY5748.Superseded values are not recommended for survey control.
 EY5748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5748.See file dsdata.txt to determine how the superseded data were derived.
 EY5748
 EY5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8574465526(NAD 83)
 EY5748_MARKER: 53 = ELEVATED TANK
 EY5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5748+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY5748
 EY5748  HISTORY     - Date     Condition        Report By
 EY5748  HISTORY     - 1980     FIRST OBSERVED   NCGS
 EY5748  HISTORY     - 20040314 GOOD             USPSQD
 EY5748
 EY5748                          STATION DESCRIPTION
 EY5748
 EY5748'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EY5748'THE STATION IS THE BETHEL MUNICIPAL TANK NORTHEAST OF DOWNTOWN PAINTED
 EY5748'LIGHT GREEN, HAS 8 LEGS AND CENTER PIPE STAND APPROXIMATELY 150 FEET
 EY5748'TALL WITH 500,000 GALLON CAPACITY. THE TANK HAS A SHORT STACK WITH A
 EY5748'CAP ON TOP. THE POINT INTERSECTED WAS CENTER OF CAP.
 EY5748'
 EY5748'TO REACH STATION FROM INTERSECTION OF US 13-64 WITH NC 11, PROCEED
 EY5748'NORTH ALONG NC 11 FOR 0.1 MILE TO RAILROAD CROSSING AND DRIVE ON NORTH
 EY5748'SIDE OF TRACKS, THENCE 0.2 MILE NORTHEAST ALONG DRIVE TO STATION ON
 EY5748'NORTH SIDE OF BETHEL MANUFACTURING COMPANY.
 EY5748
 EY5748                          STATION RECOVERY (2004)
 EY5748
 EY5748'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY5748'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4323 ***********************************************************************
 EZ4323  DESIGNATION -  BETHESDA
 EZ4323  PID         -  EZ4323
 EZ4323  STATE/COUNTY-  NC/JOHNSTON
 EZ4323  USGS QUAD   -  POWHATAN (1981)
 EZ4323
 EZ4323                         *CURRENT SURVEY CONTROL
 EZ4323  ___________________________________________________________________
 EZ4323* NAD 83(2001)-  35 34 55.86220(N)    078 24 07.83337(W)     ADJUSTED  
 EZ4323* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 EZ4323  ___________________________________________________________________
 EZ4323  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 EZ4323  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 EZ4323  HORZ ORDER  -  SECOND
 EZ4323
 EZ4323.The horizontal coordinates were established by classical geodetic methods
 EZ4323.and adjusted by the National Geodetic Survey in August 2005.
 EZ4323
 EZ4323.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4323
 EZ4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4323
 EZ4323.The geoid height was determined by GEOID03.
 EZ4323
 EZ4323;                    North         East     Units Scale Factor Converg.
 EZ4323;SPC NC       -   203,408.769   663,779.796   MT  0.99988917   +0 20 42.2
 EZ4323;SPC NC       -   667,350.27  2,177,750.88   sFT  0.99988917   +0 20 42.2
 EZ4323;UTM  17      - 3,940,714.486   735,390.750   MT  1.00028286   +1 30 44.2
 EZ4323
 EZ4323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4323!SPC NC       -   0.99999320  x   0.99988917  =   0.99988237
 EZ4323!UTM  17      -   0.99999320  x   1.00028286  =   1.00027606
 EZ4323
 EZ4323:                Primary Azimuth Mark                     Grid Az
 EZ4323:SPC NC       -  KENT                                     153 04 31.4
 EZ4323:UTM  17      -  KENT                                     151 54 29.4
 EZ4323
 EZ4323|---------------------------------------------------------------------|
 EZ4323| PID    Reference Object                     Distance      Geod. Az  |
 EZ4323|                                                           dddmmss.s |
 EZ4323| EZ4326 KENT                                APPROX. 1.0 KM 1532513.6 |
 EZ4323|---------------------------------------------------------------------|
 EZ4323
 EZ4323                          SUPERSEDED SURVEY CONTROL
 EZ4323
 EZ4323  NAD 83(1986)-  35 34 55.86820(N)    078 24 07.84399(W) AD(       ) 2
 EZ4323  NAD 27      -  35 34 55.29575(N)    078 24 08.83258(W) AD(       ) 2
 EZ4323  NGVD 29 (07/19/86)   77.6    (m)          255.     (f) VERT ANG    3  
 EZ4323
 EZ4323.Superseded values are not recommended for survey control.
 EZ4323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4323.See file dsdata.txt to determine how the superseded data were derived.
 EZ4323
 EZ4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3539140714(NAD 83)
 EZ4323_MARKER: DE = TRAVERSE STATION DISK
 EZ4323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4323_STAMPING: BETHESDA 1968
 EZ4323_MARK LOGO: NCGS  
 EZ4323_PROJECTION: FLUSH
 EZ4323_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4323+STABILITY: SURFACE MOTION
 EZ4323
 EZ4323  HISTORY     - Date     Condition        Report By
 EZ4323  HISTORY     - 1968     MONUMENTED       NCGS
 EZ4323  HISTORY     - 19860101 GOOD             NCGS
 EZ4323  HISTORY     - 19860101 GOOD             NCGS
 EZ4323  HISTORY     - 1987     GOOD             USPSQD
 EZ4323  HISTORY     - 19920721 GOOD             USPSQD
 EZ4323
 EZ4323                          STATION DESCRIPTION
 EZ4323
 EZ4323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ4323'BETHESDA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4323'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ4323'
 EZ4323'BETHESDA IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF THE
 EZ4323'CENTER OF SMITHFIELD.  TO REACH STATION PROCEED FROM THE
 EZ4323'INTERSECTION OF NC 210 WITH U.S. 70 ON NW SIDE OF SMITHFIELD,
 EZ4323'GO NORTHWEST ON U.S. 70 FOR 5.4 MILES TO STATION.  WHICH IS ON
 EZ4323'THE SOUTHWEST SHOULDER OF U.S. 70, 0.8 MILES SOUTHEAST OF
 EZ4323'INTERSECTION OF SR 1900 AND U.S. 70, AND 0.1 MILE NORTHWEST
 EZ4323'OF BETHESDA BAPTIST CHURCH.
 EZ4323'
 EZ4323'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE
 EZ4323'DISK, STAMPED BETHESDA 1968, SET IN THE TOP WHICH IS 4 INCHES
 EZ4323'BELOW THE SURFACE OF THE GROUND.
 EZ4323'
 EZ4323'MARK IS
 EZ4323'
 EZ4323'23.6 FT WSW OF C/L OF U.S. 70 E BOUND LANE
 EZ4323'
 EZ4323'59.6 FT SE OF TP 238 ON SW SIDE OF U.S. 70, AND WITH ALUMINUM
 EZ4323'REF. TAG
 EZ4323'
 EZ4323'39.5 FT NNE OF TP 238-1/2 ON SW SIDE OF U.S. 70, AND WITH
 EZ4323'ALUMINUM REF. TAG
 EZ4323'
 EZ4323'168.0 FT NNW OF TP 239 ON SW SIDE OF U.S. 70, AND WITH
 EZ4323'ALUMINUM REF. TAG
 EZ4323'
 EZ4323'170.0 FT NNW OF NW CORNER OF BARN ON SW SIDE OF U.S. 70
 EZ4323
 EZ4323                          STATION RECOVERY (1986)
 EZ4323
 EZ4323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4323'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS.  MARK IS 17.7 M
 EZ4323'(58.1 FT) SOUTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 EZ4323
 EZ4323                          STATION RECOVERY (1986)
 EZ4323
 EZ4323'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4323'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS.  MARK IS 17.7 M
 EZ4323'(58.1 FT) SOUTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 EZ4323
 EZ4323                          STATION RECOVERY (1987)
 EZ4323
 EZ4323'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4323'RECOVERED IN GOOD CONDITION.
 EZ4323
 EZ4323                          STATION RECOVERY (1992)
 EZ4323
 EZ4323'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5363 ***********************************************************************
 EZ5363  DESIGNATION -  BETHESDA
 EZ5363  PID         -  EZ5363
 EZ5363  STATE/COUNTY-  NC/DURHAM
 EZ5363  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5363
 EZ5363                         *CURRENT SURVEY CONTROL
 EZ5363  ___________________________________________________________________
 EZ5363* NAD 83(2001)-  35 56 58.36673(N)    078 50 16.31866(W)     ADJUSTED  
 EZ5363* NAVD 88     -       129.88   (+/-2cm)     426.1    (feet)  VERTCON   
 EZ5363  ___________________________________________________________________
 EZ5363  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 EZ5363  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ5363  HORZ ORDER  -  SECOND
 EZ5363  VERT ORDER  -  THIRD ? (See Below)
 EZ5363
 EZ5363.The horizontal coordinates were established by classical geodetic methods
 EZ5363.and adjusted by the National Geodetic Survey in August 2005.
 EZ5363
 EZ5363.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5363.The vertical order pertains to the NGVD 29 superseded value.
 EZ5363
 EZ5363.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5363
 EZ5363.The geoid height was determined by GEOID03.
 EZ5363
 EZ5363;                    North         East     Units Scale Factor Converg.
 EZ5363;SPC NC       -   244,014.659   624,228.312   MT  0.99994663   +0 05 36.9
 EZ5363;SPC NC       -   800,571.43  2,047,989.05   sFT  0.99994663   +0 05 36.9
 EZ5363;UTM  17      - 3,980,513.109   695,006.526   MT  1.00006860   +1 16 11.0
 EZ5363
 EZ5363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5363!SPC NC       -   0.99998459  x   0.99994663  =   0.99993122
 EZ5363!UTM  17      -   0.99998459  x   1.00006860  =   1.00005319
 EZ5363
 EZ5363:                Primary Azimuth Mark                     Grid Az
 EZ5363:SPC NC       -  GEORGE                                   125 15 11.0
 EZ5363:UTM  17      -  GEORGE                                   124 04 36.9
 EZ5363
 EZ5363|---------------------------------------------------------------------|
 EZ5363| PID    Reference Object                     Distance      Geod. Az  |
 EZ5363|                                                           dddmmss.s |
 EZ5363| EZ5372 GEORGE                              APPROX. 1.3 KM 1252047.9 |
 EZ5363| EZ5387 STONE HOUSE                         369.331 METERS 34037     |
 EZ5363|---------------------------------------------------------------------|
 EZ5363
 EZ5363                          SUPERSEDED SURVEY CONTROL
 EZ5363
 EZ5363  NAD 83(1986)-  35 56 58.37421(N)    078 50 16.32359(W) AD(       ) 2
 EZ5363  NAD 27      -  35 56 57.85244(N)    078 50 17.30236(W) AD(       ) 2
 EZ5363  NGVD 29 (07/19/86)  130.12   (m)          426.9    (f) LEVELING    3  
 EZ5363
 EZ5363.Superseded values are not recommended for survey control.
 EZ5363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5363.See file dsdata.txt to determine how the superseded data were derived.
 EZ5363
 EZ5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9500780513(NAD 83)
 EZ5363_MARKER: DE = TRAVERSE STATION DISK
 EZ5363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5363_STAMPING: BETHESDA 1961
 EZ5363_MARK LOGO: NCGS  
 EZ5363_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5363
 EZ5363  HISTORY     - Date     Condition        Report By
 EZ5363  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5363  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ5363
 EZ5363                          STATION DESCRIPTION
 EZ5363
 EZ5363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5363'BETHESDA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5363'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5363'
 EZ5363'BETHESDA IS LOCATED APPROXIMATELY 0.25 MILES NORTH OF CENTER
 EZ5363'OF BETHESDA AND 5.1 MILES SE OF THE CENTER OF DURHAM.  THE
 EZ5363'STATION IS LOCATED TOWARD THE WEST END OF U.S. 70 TRAFFIC
 EZ5363'ISLAND MEDIAN AT WEST SIDE OF INTERSECTION OF SR 1917 AND
 EZ5363'U.S. 70 WEST BOUND LANE AND SR 1959 WITH EAST BOUND LANE, IN
 EZ5363'LINE BETWEEN TEXACO SERVICE STATION AND A.B.C. STORE.
 EZ5363'
 EZ5363'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE
 EZ5363'DISK, STAMPED BETHESDA 1961, WHICH IS 1 INCH BELOW THE SURFACE
 EZ5363'OF THE GROUND.
 EZ5363'
 EZ5363'MARK IS
 EZ5363'
 EZ5363'19.3 FT NE OF EAST BOUND LANE OF U.S. 70
 EZ5363'
 EZ5363'22.1 FT SW OF WEST BOUND LANE OF U.S. 70
 EZ5363'
 EZ5363'37.4 FT SE OF WESTERNMOST TIP OF ISLAND
 EZ5363'
 EZ5363'0.5 FT NW OF TRAFFIC DIRECTION SIGNAL WITH ALUMINUM REF. TAG
 EZ5363
 EZ5363                          STATION RECOVERY (1986)
 EZ5363
 EZ5363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5363'MONUMENT HAS BEEN DESTROYED. THE TRAFFIC ISLAND MEDIAN NO LONGER
 EZ5363'EXISTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3400 ***********************************************************************
 FY3400  DESIGNATION -  BETHESDA PRESB CHURCH SPIRE
 FY3400  PID         -  FY3400
 FY3400  STATE/COUNTY-  NC/CASWELL
 FY3400  USGS QUAD   -  PARK SPRING (1994)
 FY3400
 FY3400                         *CURRENT SURVEY CONTROL
 FY3400  ___________________________________________________________________
 FY3400* NAD 83(2001)-  36 22 39.28965(N)    079 28 33.14473(W)     ADJUSTED  
 FY3400* NAVD 88     -              **(meters)            **(feet)            
 FY3400  ___________________________________________________________________
 FY3400  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 FY3400  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FY3400  HORZ ORDER  -  THIRD
 FY3400
 FY3400.The horizontal coordinates were established by classical geodetic methods
 FY3400.and adjusted by the National Geodetic Survey in August 2005.
 FY3400
 FY3400
 FY3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3400
 FY3400.The geoid height was determined by GEOID03.
 FY3400
 FY3400;                    North         East     Units Scale Factor Converg.
 FY3400;SPC NC       -   291,600.681   566,897.529   MT  1.00006570   -0 16 28.8
 FY3400;SPC NC       -   956,693.23  1,859,896.31   sFT  1.00006570   -0 16 28.8
 FY3400;UTM  17      - 4,026,907.587   636,712.923   MT  0.99983028   +0 54 14.8
 FY3400
 FY3400                          SUPERSEDED SURVEY CONTROL
 FY3400
 FY3400  NAD 83(1993)-  36 22 39.29105(N)    079 28 33.14805(W) AD(       ) 4
 FY3400  NAD 83(1986)-  36 22 39.29364(N)    079 28 33.15702(W) AD(       ) 4
 FY3400  NAD 27      -  36 22 38.79349(N)    079 28 34.07240(W) AD(       ) 3
 FY3400
 FY3400.Superseded values are not recommended for survey control.
 FY3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3400.See file dsdata.txt to determine how the superseded data were derived.
 FY3400
 FY3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3671326908(NAD 83)
 FY3400_MARKER: 90 = CHURCH SPIRE
 FY3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3400+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY3400
 FY3400  HISTORY     - Date     Condition        Report By
 FY3400  HISTORY     - 1969     FIRST OBSERVED   USGS
 FY3400  HISTORY     - 1985     GOOD             USPSQD
 FY3400  HISTORY     - 1988     GOOD             USPSQD
 FY3400  HISTORY     - 20060308 GOOD             GEOCAC
 FY3400
 FY3400                          STATION DESCRIPTION
 FY3400
 FY3400'DESCRIBED BY US POWER SQUADRON 1985 (WKB)
 FY3400'STATION FOUND GOOD.
 FY3400'VISITED SITE - VERIFIED EXISTENCE.
 FY3400
 FY3400                          STATION RECOVERY (1988)
 FY3400
 FY3400'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY3400'RECOVERED IN GOOD CONDITION.
 FY3400
 FY3400                          STATION RECOVERY (2006)
 FY3400
 FY3400'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY3400'VISITED SITE AND VERIFIED EXISTENCE. SPIRE IS A WOODEN PYRAMID ATOP A
 FY3400'BRICK STRUCTURE BUILT IN 1944. TO REACH FROM US-158, GO SOUTHWEST ON
 FY3400'SR1153 FOR 0.5 MILES. TURN EASTWARD ON SR1154 (BETHESDA CHURCH
 FY3400'CEMETARY ROAD).
 FY3400' 
 FY3400' 
 FY3400' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0829 ***********************************************************************
 EB0829  DESIGNATION -  BETHLEHEM
 EB0829  PID         -  EB0829
 EB0829  STATE/COUNTY-  NC/BLADEN
 EB0829  USGS QUAD   -  BLADENBORO (1986)
 EB0829
 EB0829                         *CURRENT SURVEY CONTROL
 EB0829  ___________________________________________________________________
 EB0829* NAD 83(2001)-  34 36 07.60032(N)    078 45 37.69269(W)     ADJUSTED  
 EB0829* NAVD 88     -        36.334  (meters)     119.21   (feet)  ADJUSTED  
 EB0829  ___________________________________________________________________
 EB0829  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 EB0829  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0829  DYNAMIC HT  -          36.299 (meters)     119.09  (feet)  COMP
 EB0829  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EB0829
 EB0829  HORZ ORDER  -  SECOND
 EB0829  VERT ORDER  -  SECOND    CLASS II
 EB0829
 EB0829.The horizontal coordinates were established by classical geodetic methods
 EB0829.and adjusted by the National Geodetic Survey in August 2005.
 EB0829
 EB0829.The orthometric height was determined by differential leveling
 EB0829.and adjusted in June 1991.
 EB0829
 EB0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0829
 EB0829.The geoid height was determined by GEOID03.
 EB0829
 EB0829.The dynamic height is computed by dividing the NAVD 88
 EB0829.geopotential number by the normal gravity value computed on the
 EB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0829.degrees latitude (g = 980.6199 gals.).
 EB0829
 EB0829.The modeled gravity was interpolated from observed gravity values.
 EB0829
 EB0829;                    North         East     Units Scale Factor Converg.
 EB0829;SPC NC       -    94,552.757   631,571.357   MT  0.99993641   +0 08 17.7
 EB0829;SPC NC       -   310,211.84  2,072,080.36   sFT  0.99993641   +0 08 17.7
 EB0829;UTM  17      - 3,831,200.034   705,363.819   MT  1.00011985   +1 16 20.0
 EB0829
 EB0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0829!SPC NC       -   0.99999971  x   0.99993641  =   0.99993612
 EB0829!UTM  17      -   0.99999971  x   1.00011985  =   1.00011956
 EB0829
 EB0829:                Primary Azimuth Mark                     Grid Az
 EB0829:SPC NC       -  BATTEN                                   193 51 56.2
 EB0829:UTM  17      -  BATTEN                                   192 43 53.9
 EB0829
 EB0829|---------------------------------------------------------------------|
 EB0829| PID    Reference Object                     Distance      Geod. Az  |
 EB0829|                                                           dddmmss.s |
 EB0829| EB0830 BATTEN                              APPROX. 0.7 KM 1940013.9 |
 EB0829|---------------------------------------------------------------------|
 EB0829
 EB0829                          SUPERSEDED SURVEY CONTROL
 EB0829
 EB0829  NAD 83(1986)-  34 36 07.60937(N)    078 45 37.70234(W) AD(       ) 2
 EB0829  NAD 27      -  34 36 06.99411(N)    078 45 38.62857(W) AD(       ) 2
 EB0829  NGVD 29 (??/??/92)   36.636  (m)          120.20   (f) ADJ UNCH    2 2
 EB0829
 EB0829.Superseded values are not recommended for survey control.
 EB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0829.See file dsdata.txt to determine how the superseded data were derived.
 EB0829
 EB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0536431200(NAD 83)
 EB0829_MARKER: DE = TRAVERSE STATION DISK
 EB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0829_STAMPING: BETHLEHEM 1973
 EB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0829+STABILITY: SURFACE MOTION
 EB0829
 EB0829  HISTORY     - Date     Condition        Report By
 EB0829  HISTORY     - 1973     MONUMENTED       NCGS
 EB0829  HISTORY     - 1974     GOOD             NCGS
 EB0829  HISTORY     - 19920717 MARK NOT FOUND   USPSQD
 EB0829
 EB0829                          STATION DESCRIPTION
 EB0829
 EB0829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0829'BETHLEHEM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTALISHED IN
 EB0829'THE VICINITY OF DUBLIN, NORTH CAROLINA.
 EB0829'
 EB0829'BETHLEHEM IS LOCATED APPROXIMATELY 4.3 MILES SSW OF DUBLIN, AND 4.6
 EB0829'MILES NNE OF BLADENBORO.  TO REACH STATION FROM INTERSECTION OF NC
 EB0829'410 AND NC 131 AT GUYTON COMMUNITY.  PROCEED SOUTH ALONG NC 410 AND
 EB0829'131 FOR 1.05 MILES TO SR 1124 WEST AND SR 1114 EAST AND STATION IN
 EB0829'THE NW QUADRANT AND APPROXIMATELY 140 FEET NORTH OF THE
 EB0829'INTERSECTION.  0.15 MILES SOUTH OF BETHLEHEM PENTECOSTAL FREEWILL
 EB0829'BAPTIST CHURCH, AND ON THE WEST SHOULDER BESIDE A LONE OAK TREE ON
 EB0829'EDGE OF DITCH.
 EB0829'
 EB0829'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB0829'BETHLEHEM 1973, SET IN THE TOP OF A CONCRETE CYLINDER, 7 INCHES
 EB0829'BELOW THE SURFACE OF THE GROUND.
 EB0829'
 EB0829'MARK IS
 EB0829'
 EB0829'22.9 FEET WNW OF C/L OF NC 410 AND 131.
 EB0829'145.6 FEET NNE OF C/L OF SR 1124.
 EB0829'12.7 FEET SE OF OAK W/ALUMINUM REF. TAG.
 EB0829'92. 1 FEET W OF 8 INCH PINE W/ALUMINUM REF. TAG.
 EB0829'16.8 FEET SSE OF A TELEPHONE SERVICE BOX (BENT).
 EB0829
 EB0829                          STATION RECOVERY (1974)
 EB0829
 EB0829'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0829'4.3 MI SSW FROM DUBLIN.
 EB0829'BETHLEHEM IS LOCATED APPROXIMATELY 9.1 MILES WEST OF ELIZABETHTOWN.
 EB0829'TO REACH STATION FROM INTERSECTION OF NC 410 AND NC 131 AT GUYTON
 EB0829'COMMUNITY, PROCEED SOUTH ALONG NC 410 AND 131 FOR 1.5 MILES TO SR
 EB0829'1124 WEST AND SR 1114 EAST AND STATION IN THE NW QUADRANT AND
 EB0829'APPROXIMATELY 140 FEET NORTH OF THE INTERSECTION, 0.15 MILE SOUTH
 EB0829'OF BETHLEHEM PENTECOSTAL FREEWILL BAPTIST CHURCH, AND ON THE WEST
 EB0829'SHOULDER BESIDE A LONE OAK TREE ON EDGE OF DITCH, 22.9 FT WNW OF
 EB0829'C/L OF NC 410 AND 131, 145.6 FT NNE OF C/L OF SR 1124, 12.7 FT
 EB0829'SE OF OAK WITH ALUMINUM REF. TAG, 92.1 FT WEST OF 8 IN PINE WITH
 EB0829'ALUMINUM REF. TAG, AND 16.8 FT SSE OF A TELEPHONE SERVICE BOX
 EB0829'(BENT).  DISK IS SET IN TOP OF CONCRETE CYLINDER 7 INCHES BELOW
 EB0829'THE GROUND.
 EB0829
 EB0829                          STATION RECOVERY (1992)
 EB0829
 EB0829'RECOVERY NOTE BY US POWER SQUADRON 1992 (HCP)
 EB0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1865 ***********************************************************************
 FA1865  DESIGNATION -  BETHLEHEM
 FA1865  PID         -  FA1865
 FA1865  STATE/COUNTY-  NC/DAVIE
 FA1865  USGS QUAD   -  ADVANCE (1987)
 FA1865
 FA1865                         *CURRENT SURVEY CONTROL
 FA1865  ___________________________________________________________________
 FA1865* NAD 83(2001)-  35 59 50.41460(N)    080 28 35.59374(W)     ADJUSTED  
 FA1865* NAVD 88     -       268.2    (meters)     880.     (feet)  VERTCON   
 FA1865  ___________________________________________________________________
 FA1865  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 FA1865  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 FA1865  HORZ ORDER  -  SECOND
 FA1865
 FA1865.The horizontal coordinates were established by classical geodetic methods
 FA1865.and adjusted by the National Geodetic Survey in August 2005.
 FA1865
 FA1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1865
 FA1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1865
 FA1865.The geoid height was determined by GEOID03.
 FA1865
 FA1865;                    North         East     Units Scale Factor Converg.
 FA1865;SPC NC       -   250,295.364   476,475.823   MT  0.99995714   -0 51 08.0
 FA1865;SPC NC       -   821,177.37  1,563,237.76   sFT  0.99995714   -0 51 08.0
 FA1865;UTM  17      - 3,983,779.798   547,178.750   MT  0.99962743   +0 18 27.6
 FA1865
 FA1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1865!SPC NC       -   0.99996303  x   0.99995714  =   0.99992017
 FA1865!UTM  17      -   0.99996303  x   0.99962743  =   0.99959047
 FA1865
 FA1865:                Primary Azimuth Mark                     Grid Az
 FA1865:SPC NC       -  WEEDS                                    229 54 27.3
 FA1865:UTM  17      -  WEEDS                                    228 44 51.7
 FA1865
 FA1865|---------------------------------------------------------------------|
 FA1865| PID    Reference Object                     Distance      Geod. Az  |
 FA1865|                                                           dddmmss.s |
 FA1865| FA1868 WEEDS                               APPROX. 2.2 KM 2290319.3 |
 FA1865|---------------------------------------------------------------------|
 FA1865
 FA1865                          SUPERSEDED SURVEY CONTROL
 FA1865
 FA1865  NAD 83(1986)-  35 59 50.42146(N)    080 28 35.59911(W) AD(       ) 2
 FA1865  NAD 27      -  35 59 49.93191(N)    080 28 36.39517(W) AD(       ) 2
 FA1865  NGVD 29 (07/19/86)  268.4    (m)          881.     (f) VERT ANG    3  
 FA1865
 FA1865.Superseded values are not recommended for survey control.
 FA1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1865.See file dsdata.txt to determine how the superseded data were derived.
 FA1865
 FA1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4717983780(NAD 83)
 FA1865_MARKER: DE = TRAVERSE STATION DISK
 FA1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1865_STAMPING: BETHLEHEM 1973
 FA1865_MARK LOGO: NCGS  
 FA1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1865+STABILITY: SURFACE MOTION
 FA1865
 FA1865  HISTORY     - Date     Condition        Report By
 FA1865  HISTORY     - 1973     MONUMENTED       NCGS
 FA1865
 FA1865                          STATION DESCRIPTION
 FA1865
 FA1865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA1865'BETHLEHEM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1865'THE VICINITY OF MOCKSVILLE, NORTH CAROLINA.
 FA1865'
 FA1865'BETHLEHEM IS LOCATED APPROXIMATELY 8.5 MILES NNE OF MOCKSVILLE AND
 FA1865'0.7 MILE NNW OF SMALL COMMUNITY OF REDLAND.  TO REACH STATION FROM
 FA1865'THE CENTER OF THE I-40 WEST BOUND BRIDGE OVER THE YADKIN RIVER
 FA1865'(FORSYTH-DAVIE COUNTY LINE), PROCEED WESTERLY ALONG I-40 FOR 3.45
 FA1865'MILES TO THE SR 1442 OVERPASS AND STATION NEAR NORTHWEST CORNER
 FA1865'BRIDGE.
 FA1865'
 FA1865'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1865'BETHLEHEM 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1865'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1865'
 FA1865'MARK IS 22.0 FT SW OF C/L OF SR 1442.
 FA1865'
 FA1865'8.4 FT NW OF N END OF W BRIDGE RAIL.
 FA1865'
 FA1865'4.3 FT W OF 1ST GUARD RAIL POST N OF N END OF W GUARD RAIL.
 FA1865'
 FA1865'3.6 FT NW OF NW END OF WINGWALL.
 FA1865'
 FA1865'9.3 FT NW OF EASTERNMOST FENCE POST WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3937 ***********************************************************************
 FX3937  DESIGNATION -  BETHLEHEM
 FX3937  PID         -  FX3937
 FX3937  STATE/COUNTY-  NC/HERTFORD
 FX3937  USGS QUAD   -  AHOSKIE (1982)
 FX3937
 FX3937                         *CURRENT SURVEY CONTROL
 FX3937  ___________________________________________________________________
 FX3937* NAD 83(2001)-  36 16 37.80722(N)    076 53 08.29573(W)     ADJUSTED  
 FX3937* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 FX3937  ___________________________________________________________________
 FX3937  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 FX3937  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 FX3937  HORZ ORDER  -  SECOND
 FX3937
 FX3937.The horizontal coordinates were established by classical geodetic methods
 FX3937.and adjusted by the National Geodetic Survey in August 2005.
 FX3937
 FX3937.The orthometric height was scaled from a topographic map.
 FX3937
 FX3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3937
 FX3937.The geoid height was determined by GEOID03.
 FX3937
 FX3937;                    North         East     Units Scale Factor Converg.
 FX3937;SPC NC       -   282,378.654   799,562.453   MT  1.00003271   +1 13 13.2
 FX3937;SPC NC       -   926,437.30  2,623,231.15   sFT  1.00003271   +1 13 13.2
 FX3937;UTM  18      - 4,016,340.542   330,639.385   MT  0.99995341   -1 06 57.5
 FX3937
 FX3937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3937!SPC NC       -   1.00000378  x   1.00003271  =   1.00003649
 FX3937!UTM  18      -   1.00000378  x   0.99995341  =   0.99995719
 FX3937
 FX3937|---------------------------------------------------------------------|
 FX3937| PID    Reference Object                     Distance      Geod. Az  |
 FX3937|                                                           dddmmss.s |
 FX3937| FX4573 BETHLEHEM RM 1                       46.153 METERS 00854     |
 FX3937| FX4572 BETHLEHEM AZ MK                                    0533944.8 |
 FX3937| FX4145 AHOSKIE RADIO STA WRCS MAST         APPROX.13.2 KM 2711554.0 |
 FX3937| FX4146 AHOSKIE ROANOKE ELEC RAD MAST       APPROX.14.0 KM 2873540.9 |
 FX3937| FX4575 BETHLEHEM RM 3                       16.782 METERS 31428     |
 FX3937| FX4574 BETHLEHEM RM 2                       35.445 METERS 31656     |
 FX3937|---------------------------------------------------------------------|
 FX3937
 FX3937                          SUPERSEDED SURVEY CONTROL
 FX3937
 FX3937  NAD 83(1993)-  36 16 37.81053(N)    076 53 08.30002(W) AD(       ) 2
 FX3937  NAD 83(1986)-  36 16 37.81664(N)    076 53 08.30991(W) AD(       ) 2
 FX3937  NAD 27      -  36 16 37.25570(N)    076 53 09.46620(W) AD(       ) 2
 FX3937
 FX3937.Superseded values are not recommended for survey control.
 FX3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3937.See file dsdata.txt to determine how the superseded data were derived.
 FX3937
 FX3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3063916341(NAD 83)
 FX3937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3937+STABILITY: SURFACE MOTION
 FX3937
 FX3937  HISTORY     - Date     Condition        Report By
 FX3937  HISTORY     - 1959     MONUMENTED       CGS
 FX3937  HISTORY     - 1969     GOOD             CGS
 FX3937  HISTORY     - 1970     GOOD             NGS
 FX3937  HISTORY     - 1980     GOOD             NCGS
 FX3937
 FX3937                          STATION DESCRIPTION
 FX3937
 FX3937'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX3937'STATION IS ABOUT 6 MILES EAST OF AHOSKIE, JUST SOUTH OF BETHLEHEM
 FX3937'CROSSROADS ON PROPERTY OWNED BY THE BETHLEHEM BAPTIST CHURCH.
 FX3937'
 FX3937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND
 FX3937'STATE HIGHWAY 350 AT THE SOUTHWEST EDGE OF AHOSKIE, GO SOUTHEAST
 FX3937'ON U.S. HIGHWAY 13 AND STATE HIGHWAY 350 FOR 1.6 MILES TO A FORK
 FX3937'IN THE ROAD.  BEAR LEFT AND FOLLOW THE BLACKTOP ROAD 4.9 MILES TO
 FX3937'BETHLEHEM CROSSROADS AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 FX3937'INTERSECTION, AS DESCRIBED.  (CONTINUE EASTERLY ON THE BLACKTOP
 FX3937'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 FX3937'
 FX3937'STATION MARKS ARE STANDARD DISKS STAMPED BETHLEHEM 1959.  THE
 FX3937'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 FX3937'THE SURFACE OF THE GROUND.  IT IS 332 FEET SOUTH-SOUTHWEST OF THE
 FX3937'CENTER OF THE INTERSECTION, 103 FEET SOUTHEAST OF THE SOUTHEAST
 FX3937'CORNER OF THE CHURCH, 43 FEET WEST OF THE CENTER LINE OF THE
 FX3937'BLACKTOP ROAD, AT THE NORTHEAST EDGE OF A LARGE STAND OF
 FX3937'CONIFEROUS TREES AND AT THE SOUTHEAST CORNER OF THE CHURCH
 FX3937'PROPERTY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FX3937'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 FX3937'
 FX3937'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETHLEHEM NO 1
 FX3937'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 FX3937'IS 182 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 53 FEET EAST
 FX3937'OF THE NORTHEAST CORNER OF THE CHURCH, 31 FEET WEST OF THE
 FX3937'CENTERLINE OF THE BLACKTOP ROAD AND 9 FEET NORTHWEST OF THE NORTH
 FX3937'END OF A CONCRETE CULVERT.
 FX3937'
 FX3937'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETHLEHEM NO 2
 FX3937'1959, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FX3937'SURFACE OF THE GROUND.  IT IS 22 FEET WEST OF THE SOUTHEAST
 FX3937'CORNER OF THE CHURCH, 20.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 FX3937'OF THE CHURCH AND 11 FEET SOUTH OF THE SOUTH EDGE OF THE CHURCH.
 FX3937'
 FX3937'AZIMUTH MARK, A STANDARD DISK STAMPED BETHLEHEM 1959, IS SET IN A
 FX3937'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 125 FEET
 FX3937'WEST OF THE CENTER OF A FIELD ENTRANCE, 40 FEET SOUTH OF THE
 FX3937'CENTER LINE OF THE BLACKTOP ROAD AND 18 FEET WEST OF A 3-FOOT OAK
 FX3937'TREE.  A STANDARD METAL WITNESS POST WAS SET 2 FEET
 FX3937'WEST-NORTHWEST OF THE MARK.
 FX3937'
 FX3937'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FX3937
 FX3937                          STATION RECOVERY (1969)
 FX3937
 FX3937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FX3937'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FX3937'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 FX3937'ADDITIONAL.  STATION IS AT THE INTERSECTION OF SECONDARY STATE
 FX3937'HIGHWAYS 561 AND 1427.
 FX3937'
 FX3937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES EAST OF
 FX3937'AHOSKIE.
 FX3937
 FX3937                          STATION RECOVERY (1970)
 FX3937
 FX3937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FX3937'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FX3937'IN GOOD CONDITION.  IT WAS REPORTED THAT AN ADDITION TO THE CHURCH
 FX3937'WOULD COVER REFERENCE MARK NO. 2 SO REFERENCE MARK NO. 3 WAS
 FX3937'ESTABLISHED.  REFERENCE MARK NO. 2 WAS LEFT IN POSITION BUT WILL
 FX3937'BE UNDER THE NEW ADDITION.  A DIFFERENCE WAS FOUND IN THE
 FX3937'DISTANCE TO THE REFERENCE MARKS.  THE ANGLE BETWEEN THE REFERENCE
 FX3937'MARKS WAS CHECKED AND FOUND TO BE CORRECT.  THE AZIMUTH MARK WAS
 FX3937'NOT VISIBLE FROM THE STATION AT THIS TIME BECAUSE OF A CORN FIELD.
 FX3937'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FX3937'
 FX3937'REFERENCE MARK NO. 3 IS 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 FX3937'OF CHURCH AND 4 FEET NORTH OF THE SOUTH EDGE OF LAWN.  THE MARK IS
 FX3937'A STANDARD DISK SET FLUSH IN THE TOP OF A SQUARE CONCRETE
 FX3937'MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED BETHLEHEM
 FX3937'1959 NO 3 1970.  NOTE 11A.
 FX3937'
 FX3937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 6 MILES EAST OF
 FX3937'AHOSKIE.
 FX3937
 FX3937                          STATION RECOVERY (1980)
 FX3937
 FX3937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX3937'ALL MARKS WERE RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE,
 FX3937'BUT ALL REFERENCES TO THE BLACK TOP ROAD ARE TO NC 561 AND STATION IS
 FX3937'ALSO 18.3 FEET NORTHEAST OF A 10 INCH PINE WITH REFERENCE TAG AND
 FX3937'REFERENCE MARK 3 IS 35.4 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 FX3937'ADDITION TO THE CHURCH WHICH COVERED REFERENCE MARK 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4402 ***********************************************************************
 FX4402  DESIGNATION -  BETHLEHEM
 FX4402  PID         -  FX4402
 FX4402  STATE/COUNTY-  NC/WARREN
 FX4402  USGS QUAD   -  LITTLETON (1973)
 FX4402
 FX4402                         *CURRENT SURVEY CONTROL
 FX4402  ___________________________________________________________________
 FX4402* NAD 83(2001)-  36 29 55.01900(N)    077 57 58.31859(W)     ADJUSTED  
 FX4402* NAVD 88     -        86.6    (meters)     284.     (feet)  VERTCON   
 FX4402  ___________________________________________________________________
 FX4402  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 FX4402  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 FX4402  HORZ ORDER  -  SECOND
 FX4402
 FX4402.The horizontal coordinates were established by classical geodetic methods
 FX4402.and adjusted by the National Geodetic Survey in August 2005.
 FX4402
 FX4402.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4402
 FX4402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4402
 FX4402.The geoid height was determined by GEOID03.
 FX4402
 FX4402;                    North         East     Units Scale Factor Converg.
 FX4402;SPC NC       -   305,412.835   702,230.658   MT  1.00010958   +0 35 48.0
 FX4402;SPC NC       - 1,002,008.61  2,303,901.75   sFT  1.00010958   +0 35 48.0
 FX4402;UTM  18      - 4,043,347.232   234,321.483   MT  1.00046974   -1 45 55.2
 FX4402;UTM  17      - 4,043,536.030   771,735.077   MT  1.00050985   +1 48 20.2
 FX4402
 FX4402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4402!SPC NC       -   0.99999167  x   1.00010958  =   1.00010125
 FX4402!UTM  18      -   0.99999167  x   1.00046974  =   1.00046141
 FX4402!UTM  17      -   0.99999167  x   1.00050985  =   1.00050152
 FX4402
 FX4402                          SUPERSEDED SURVEY CONTROL
 FX4402
 FX4402  NAD 83(1993)-  36 29 55.02042(N)    077 57 58.32121(W) AD(       ) 2
 FX4402  NAD 83(1986)-  36 29 55.01763(N)    077 57 58.33051(W) AD(       ) 2
 FX4402  NGVD 29 (07/23/90)   86.9    (m)          285.     (f) VERT ANG    3  
 FX4402
 FX4402.Superseded values are not recommended for survey control.
 FX4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4402.See file dsdata.txt to determine how the superseded data were derived.
 FX4402
 FX4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3432143347(NAD 83)
 FX4402_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4402_SP_SET: CONCRETE POST
 FX4402_STAMPING: BETHLEHEM 1988
 FX4402_MARK LOGO: NCGS  
 FX4402_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FX4402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4402+STABILITY: SURFACE MOTION
 FX4402
 FX4402  HISTORY     - Date     Condition        Report By
 FX4402  HISTORY     - 1988     MONUMENTED       NCGS
 FX4402
 FX4402                          STATION DESCRIPTION
 FX4402
 FX4402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FX4402'D08BPOPLAR NCGS 1988              N  V             A0.430 KM  00000000
 FX4402'D08BBRICK NCGS 1988               SSW              A0.969 KM  21325046
 FX4402'STATION IS LOCATED ABOUT 8.5 KM (5.3 MILES) NORTHWEST OF LITTLETON,
 FX4402'ABOUT 12.6 KM (7.8 MILES) EAST-NORTHEAST OF MACON.
 FX4402'PROCEED ALONG SR 1318 FOR 1.05 KM (0.65 MILES) NORTH FROM US 158 IN
 FX4402'VAUGHAN, TO SR 1344, THENCE NORTHEAST ALONG SR 1344 FOR 8.8 KM (5.45
 FX4402'MILES) OR 0.25 KM (0.15 MILES) SOUTHWEST OF SR 1357 AT THE NORTH
 FX4402'CORNER OF CHURCH YARD.
 FX4402'STATION IS A STANDARD NCGS DISK STAMPED---BETHLEHEM 1988---, SET IN
 FX4402'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH THE
 FX4402'GROUND SURFACE.  LOCATED 10.1 METERS (33.0 FEET) SOUTHEAST OF THE
 FX4402'CENTERLINE OF SR 1344, 44.3 METERS (145.4 FEET) EAST OF EAST END OF
 FX4402'EAST CHURCH DRIVEWAY CULVERT, 45.9 METERS (150.6 FEET) NORTH OF
 FX4402'NORTHEAST CORNER OF MOBILE HOME, 63.5 METERS (208.2 FEET) EAST-
 FX4402'NORTHEAST OF NORTHEAST CORNER OF CHURCH SANCTUARY, 2.8 METERS (9.2
 FX4402'FEET) SOUTHWEST OF SIGN POST AND 33.9 METERS (111.4 FEET) EAST OF ROAD
 FX4402'SIGN.
 FX4402'STATION IS 2 FEET BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4930 ***********************************************************************
 EZ4930  DESIGNATION -  BETHUNE
 EZ4930  PID         -  EZ4930
 EZ4930  STATE/COUNTY-  NC/HARNETT
 EZ4930  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4930
 EZ4930                         *CURRENT SURVEY CONTROL
 EZ4930  ___________________________________________________________________
 EZ4930* NAD 83(2001)-  35 18 18.23067(N)    078 46 54.63726(W)     ADJUSTED  
 EZ4930* NAVD 88     -        46.2    (meters)     152.     (feet)  VERTCON   
 EZ4930  ___________________________________________________________________
 EZ4930  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 EZ4930  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 EZ4930  HORZ ORDER  -  SECOND
 EZ4930
 EZ4930.The horizontal coordinates were established by classical geodetic methods
 EZ4930.and adjusted by the National Geodetic Survey in August 2005.
 EZ4930
 EZ4930.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4930
 EZ4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4930
 EZ4930.The geoid height was determined by GEOID03.
 EZ4930
 EZ4930;                    North         East     Units Scale Factor Converg.
 EZ4930;SPC NC       -   172,525.050   629,439.580   MT  0.99987302   +0 07 33.3
 EZ4930;SPC NC       -   566,025.93  2,065,086.36   sFT  0.99987302   +0 07 33.3
 EZ4930;UTM  17      - 3,909,131.150   701,673.207   MT  1.00010126   +1 16 56.5
 EZ4930
 EZ4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4930!SPC NC       -   0.99999798  x   0.99987302  =   0.99987100
 EZ4930!UTM  17      -   0.99999798  x   1.00010126  =   1.00009924
 EZ4930
 EZ4930:                Primary Azimuth Mark                     Grid Az
 EZ4930:SPC NC       -  BUNNLEVEL                                006 07 32.0
 EZ4930:UTM  17      -  BUNNLEVEL                                004 58 08.8
 EZ4930
 EZ4930|---------------------------------------------------------------------|
 EZ4930| PID    Reference Object                     Distance      Geod. Az  |
 EZ4930|                                                           dddmmss.s |
 EZ4930| EZ4924 BUNNLEVEL                           435.038 METERS 0061505.3 |
 EZ4930| EZ4940 TRENCH                              APPROX. 0.9 KM 2464056.1 |
 EZ4930|---------------------------------------------------------------------|
 EZ4930
 EZ4930                          SUPERSEDED SURVEY CONTROL
 EZ4930
 EZ4930  NAD 83(1986)-  35 18 18.23615(N)    078 46 54.64542(W) AD(       ) 2
 EZ4930  NAD 83(1986)-  35 18 18.23572(N)    078 46 54.64441(W) AD(       ) 2
 EZ4930  NAD 27      -  35 18 17.65219(N)    078 46 55.55534(W) AD(       ) 2
 EZ4930  NGVD 29 (07/19/86)   46.5    (m)          153.     (f) VERT ANG    3  
 EZ4930
 EZ4930.Superseded values are not recommended for survey control.
 EZ4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4930.See file dsdata.txt to determine how the superseded data were derived.
 EZ4930
 EZ4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0167309131(NAD 83)
 EZ4930_MARKER: DE = TRAVERSE STATION DISK
 EZ4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4930_STAMPING: BETHUNE 1972
 EZ4930_MARK LOGO: NCGS  
 EZ4930_PROJECTION: FLUSH
 EZ4930_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4930+STABILITY: SURFACE MOTION
 EZ4930
 EZ4930  HISTORY     - Date     Condition        Report By
 EZ4930  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4930  HISTORY     - 19840101 GOOD             NCGS
 EZ4930
 EZ4930                          STATION DESCRIPTION
 EZ4930
 EZ4930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4930'BETHUNE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4930'THE VICINITY OF BUNNLEVEL, NORTH CAROLINA.
 EZ4930'
 EZ4930'BETHUNE IS LOCATED IN BUNNLEVEL.  TO REACH STATION FROM THE POST
 EZ4930'OFFICE IN BUNNLEVEL ON US 401, PROCEED SOUTH ALONG US 401 0.15 MILE
 EZ4930'TO INTERSECTION OF US 401 AND SR 2030 AND STATION ON RIGHT IN NW
 EZ4930'QUADRANT OF INTERSECTION, BACK OF CURB, IN THE SE CORNER OF YARD OF
 EZ4930'GABLED WHITE FRAME DWELLING, APPROXIMATELY 300 FEET NW OF
 EZ4930'BETHUNE BROS. SELF SERVICE GROCERY.
 EZ4930'
 EZ4930'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4930'BETHUNE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4930'WHICH IS FLUSH WITH THE GROUND.
 EZ4930'
 EZ4930'MARK IS--36.0 FEET W OF C/L OF US 401.
 EZ4930'25.7 FEET N OF C/L OF SR 2030 WEST.
 EZ4930'56.4 FEET E OF R/W MARKER ON N SIDE OF SR 2030.
 EZ4930'70.3 FEET S OF R/W MARKER ON W SIDE OF US 401.
 EZ4930'126.5 FEET S OF POWER SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ4930'74.1 FEET SE OF SE CORNER OF HOUSE.
 EZ4930
 EZ4930                          STATION RECOVERY (1984)
 EZ4930
 EZ4930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 EZ4930'THE GABLED WHITE DWELLING IS NOW BROWN BRICK. MARK IS LOCATED 7.4 M
 EZ4930'(24.3 FT) NORTH OF THE CENTERLINE OF SR 2030 WEST, AND 18.5 M (60.7
 EZ4930'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE. MARK IS LEVEL WITH
 EZ4930'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5064 ***********************************************************************
 AH5064  DESIGNATION -  BETHUNE
 AH5064  PID         -  AH5064
 AH5064  STATE/COUNTY-  NC/SAMPSON
 AH5064  USGS QUAD   -  CLINTON NORTH (1986)
 AH5064
 AH5064                         *CURRENT SURVEY CONTROL
 AH5064  ___________________________________________________________________
 AH5064* NAD 83(2001)-  35 02 26.72129(N)    078 21 31.86261(W)     ADJUSTED  
 AH5064* NAVD 88     -        44.69   (meters)     146.6    (feet)  LEVELING  
 AH5064  ___________________________________________________________________
 AH5064  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AH5064  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AH5064  HORZ ORDER  -  SECOND
 AH5064  VERT ORDER  -  THIRD
 AH5064
 AH5064.The horizontal coordinates were established by classical geodetic methods
 AH5064.and adjusted by the National Geodetic Survey in August 2005.
 AH5064
 AH5064.The orthometric height was determined by differential leveling.
 AH5064.The vertical network tie was performed by a horz. field party for horz.
 AH5064.obs reductions. Reset procedures were used to establish the elevation.
 AH5064
 AH5064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5064
 AH5064.The geoid height was determined by GEOID03.
 AH5064
 AH5064;                    North         East     Units Scale Factor Converg.
 AH5064;SPC NC       -   143,372.490   668,094.063   MT  0.99987934   +0 22 12.2
 AH5064;SPC NC       -   470,381.24  2,191,905.27   sFT  0.99987934   +0 22 12.2
 AH5064;UTM  17      - 3,880,752.275   740,918.987   MT  1.00031540   +1 31 01.8
 AH5064
 AH5064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5064!SPC NC       -   0.99999840  x   0.99987934  =   0.99987774
 AH5064!UTM  17      -   0.99999840  x   1.00031540  =   1.00031380
 AH5064
 AH5064                          SUPERSEDED SURVEY CONTROL
 AH5064
 AH5064  NAD 83(1986)-  35 02 26.72791(N)    078 21 31.87097(W) AD(       ) 2
 AH5064
 AH5064.Superseded values are not recommended for survey control.
 AH5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5064.See file dsdata.txt to determine how the superseded data were derived.
 AH5064
 AH5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4091980752(NAD 83)
 AH5064_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5064_STAMPING: BETHUNE 1986
 AH5064_MARK LOGO: NCGS  
 AH5064_PROJECTION: FLUSH
 AH5064_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5064+STABILITY: SURFACE MOTION
 AH5064
 AH5064  HISTORY     - Date     Condition        Report By
 AH5064  HISTORY     - 1986     MONUMENTED       NCGS
 AH5064
 AH5064                          STATION DESCRIPTION
 AH5064
 AH5064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5064'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHWEST OF CLINTON. ALONG
 AH5064'US 421 FOR 4.2 KM (2.60 MI) NORTH-NORTHWEST FROM THE FAIRCLOTH FREEWAY
 AH5064'OVERPASS, OR 0.2 KM (0.10 MI) SOUTHEAST OF SR 1842, IN THE SHOULDER.
 AH5064'MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH HIGHWAY.
 AH5064'LOCATED 6.9 M (22.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AH5064'HIGHWAY, 19.1 M (62.7 FT) SOUTHEAST OF THE SOUTH END OF A DRIVEWAY
 AH5064'CULVERT, 18.0 M (59.1 FT) NORTH OF A TELEPHONE PEDESTAL (33A), 18.9 M
 AH5064'(62.0 FT) WEST OF THE SOUTH END OF A FIELD ROAD CULVERT (ACROSS THE
 AH5064'HIGHWAY), AND 13.2 M (43.3 FT) EAST-SOUTHEAST OF A SERVICE POLE WITH A
 AH5064'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3987 ***********************************************************************
 FB3987  DESIGNATION -  BETTIS
 FB3987  PID         -  FB3987
 FB3987  STATE/COUNTY-  NC/CHEROKEE
 FB3987  USGS QUAD   -  MARBLE (1990)
 FB3987
 FB3987                         *CURRENT SURVEY CONTROL
 FB3987  ___________________________________________________________________
 FB3987* NAD 83(2001)-  35 10 26.11156(N)    083 55 31.70762(W)     ADJUSTED  
 FB3987* NAVD 88     -       516.674  (meters)    1695.12   (feet)  ADJUSTED  
 FB3987  ___________________________________________________________________
 FB3987  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 FB3987  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB3987  DYNAMIC HT  -         516.144 (meters)    1693.38  (feet)  COMP
 FB3987  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 FB3987
 FB3987  HORZ ORDER  -  SECOND
 FB3987  VERT ORDER  -  SECOND    CLASS II
 FB3987
 FB3987.The horizontal coordinates were established by classical geodetic methods
 FB3987.and adjusted by the National Geodetic Survey in August 2005.
 FB3987
 FB3987.The orthometric height was determined by differential leveling
 FB3987.and adjusted in May 1995.
 FB3987
 FB3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3987
 FB3987.The geoid height was determined by GEOID03.
 FB3987
 FB3987.The dynamic height is computed by dividing the NAVD 88
 FB3987.geopotential number by the normal gravity value computed on the
 FB3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3987.degrees latitude (g = 980.6199 gals.).
 FB3987
 FB3987.The modeled gravity was interpolated from observed gravity values.
 FB3987
 FB3987;                    North         East     Units Scale Factor Converg.
 FB3987;SPC NC       -   169,082.772   161,157.948   MT  0.99987351   -2 50 34.2
 FB3987;SPC NC       -   554,732.39    528,732.37   sFT  0.99987351   -2 50 34.2
 FB3987;UTM  17      - 3,896,250.640   233,572.456   MT  1.00047490   -1 41 10.5
 FB3987;UTM  16      - 3,896,660.584   780,006.190   MT  1.00056637   +1 46 20.2
 FB3987
 FB3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3987!SPC NC       -   0.99992338  x   0.99987351  =   0.99979690
 FB3987!UTM  17      -   0.99992338  x   1.00047490  =   1.00039824
 FB3987!UTM  16      -   0.99992338  x   1.00056637  =   1.00048971
 FB3987
 FB3987                          SUPERSEDED SURVEY CONTROL
 FB3987
 FB3987  NAD 83(1986)-  35 10 26.11846(N)    083 55 31.71457(W) AD(       ) 2
 FB3987  NGVD 29 (07/29/98)  516.71   (m)         1695.2    (f) LEVELING    3  
 FB3987
 FB3987.Superseded values are not recommended for survey control.
 FB3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3987.See file dsdata.txt to determine how the superseded data were derived.
 FB3987
 FB3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3357296251(NAD 83)
 FB3987_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3987_SP_SET: CONCRETE POST
 FB3987_STAMPING: BETTIS 1985
 FB3987_MARK LOGO: NCGS  
 FB3987_PROJECTION: FLUSH
 FB3987_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3987+STABILITY: SURFACE MOTION
 FB3987
 FB3987  HISTORY     - Date     Condition        Report By
 FB3987  HISTORY     - 1985     MONUMENTED       NCGS
 FB3987  HISTORY     - 19871103 GOOD             NCGS
 FB3987
 FB3987                          STATION DESCRIPTION
 FB3987
 FB3987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FB3987'STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) WEST-SOUTHWEST OF ANDREWS, IN
 FB3987'MARBLE COMMUNITY. AT THE INTERSECTION OF US 19-129 WITH NC 141 AND SR
 FB3987'1519, IN THE MEDIAN, ON THE NORTHEAST SIDE OF THE CROSS OVER. MARK IS
 FB3987'RECESSED 4 INCHES BELOW GROUND AND IS 1 FT LOWER THAN THE HIGHWAY.
 FB3987'LOCATED 8.9 M (29.2 FT) SOUTHEAST FROM THE CENTERLINE OF SOUTHBOUND
 FB3987'LANES OF HIGHWAY, 10.36 M (34.0 FT) NORTHWEST FROM THE CENTERLINE OF
 FB3987'THE NORTH BOUND LANES, 62.8 M (206.0 FT) NORTHEAST OF THE CENTER OF
 FB3987'THE CROSS OVER, 38.83 M (127.4 FT) NORTHEAST FROM A STORM DRAIN GRATE,
 FB3987'AND 18.44 M (60.5 FT) SOUTHWEST FROM A METAL SIGN POST.
 FB3987
 FB3987                          STATION RECOVERY (1987)
 FB3987
 FB3987'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB3987'STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) WEST-SOUTHWEST OF ANDREWS,
 FB3987'IN MARBLE COMMUNITY.  AT THE INTERSECTION OF US 19-129 WITH NC 141
 FB3987'AND SR 1519, IN THE MEDIAN, ON THE NORTHEAST SIDE OF THE CROSS OVER.
 FB3987'MARK IS RECESSED 4 INCHES BELOW GROUND AND IS 1 FT LOWER THAN THE
 FB3987'HIGHWAY.  LOCATED 8.9 M (29.2 FT) SOUTHEAST FROM THE CENTERLINE OF
 FB3987'SOUTHBOUND LANES OF HIGHWAY, 10.36 M (34.0 FT) NORTHWEST FROM THE
 FB3987'CENTERLINE OF THE NORTH BOUND LANES, 62.8 M (206.0 FT) NORTHEAST OF
 FB3987'THE CENTER OF THE CROSS OVER, 38.83 M (127.4 FT) NORTHEAST FROM A
 FB3987'STORM DRAIN GRATE, AND 18.44 M (60.5 FT) SOUTHWEST FROM A METAL SIGN
 FB3987'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1950 ***********************************************************************
 EZ1950  DESIGNATION -  BETTY
 EZ1950  PID         -  EZ1950
 EZ1950  STATE/COUNTY-  NC/WAKE
 EZ1950  USGS QUAD   -  NEW HILL (1983)
 EZ1950
 EZ1950                         *CURRENT SURVEY CONTROL
 EZ1950  ___________________________________________________________________
 EZ1950* NAD 83(2001)-  35 38 45.09509(N)    078 58 38.70531(W)     ADJUSTED  
 EZ1950* NAVD 88     -        80.378  (meters)     263.71   (feet)  ADJUSTED  
 EZ1950  ___________________________________________________________________
 EZ1950  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 EZ1950  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EZ1950  DYNAMIC HT  -          80.309 (meters)     263.48  (feet)  COMP
 EZ1950  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 EZ1950
 EZ1950  HORZ ORDER  -  SECOND
 EZ1950  VERT ORDER  -  FIRST     CLASS II
 EZ1950
 EZ1950.The horizontal coordinates were established by classical geodetic methods
 EZ1950.and adjusted by the National Geodetic Survey in August 2005.
 EZ1950
 EZ1950.The orthometric height was determined by differential leveling
 EZ1950.and adjusted in June 1991.
 EZ1950
 EZ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1950
 EZ1950.The geoid height was determined by GEOID03.
 EZ1950
 EZ1950.The dynamic height is computed by dividing the NAVD 88
 EZ1950.geopotential number by the normal gravity value computed on the
 EZ1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1950.degrees latitude (g = 980.6199 gals.).
 EZ1950
 EZ1950.The modeled gravity was interpolated from observed gravity values.
 EZ1950
 EZ1950;                    North         East     Units Scale Factor Converg.
 EZ1950;SPC NC       -   210,310.054   611,646.135   MT  0.99989618   +0 00 46.9
 EZ1950;SPC NC       -   689,992.24  2,006,709.03   sFT  0.99989618   +0 00 46.9
 EZ1950;UTM  17      - 3,946,554.285   683,114.319   MT  1.00001321   +1 10 44.5
 EZ1950
 EZ1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1950!SPC NC       -   0.99999240  x   0.99989618  =   0.99988858
 EZ1950!UTM  17      -   0.99999240  x   1.00001321  =   1.00000561
 EZ1950
 EZ1950:                Primary Azimuth Mark                     Grid Az
 EZ1950:SPC NC       -  GEORGE                                   256 25 20.8
 EZ1950:UTM  17      -  GEORGE                                   255 15 23.2
 EZ1950
 EZ1950|---------------------------------------------------------------------|
 EZ1950| PID    Reference Object                     Distance      Geod. Az  |
 EZ1950|                                                           dddmmss.s |
 EZ1950| EZ1951 GEORGE                              APPROX. 0.5 KM 2562607.7 |
 EZ1950|---------------------------------------------------------------------|
 EZ1950
 EZ1950                          SUPERSEDED SURVEY CONTROL
 EZ1950
 EZ1950  NAD 83(1986)-  35 38 45.09995(N)    078 58 38.71651(W) AD(       ) 2
 EZ1950  NAD 27      -  35 38 44.56186(N)    078 58 39.67980(W) AD(       ) 2
 EZ1950  NGVD 29 (07/19/86)   80.7    (m)          265.     (f) VERT ANG    3  
 EZ1950
 EZ1950.Superseded values are not recommended for survey control.
 EZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1950.See file dsdata.txt to determine how the superseded data were derived.
 EZ1950
 EZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8311446554(NAD 83)
 EZ1950_MARKER: DE = TRAVERSE STATION DISK
 EZ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1950_SP_SET: CONCRETE POST
 EZ1950_STAMPING: BETTY 1970
 EZ1950_MARK LOGO: NCGS  
 EZ1950_PROJECTION: RECESSED 5 CENTIMETERS
 EZ1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1950+STABILITY: SURFACE MOTION
 EZ1950
 EZ1950  HISTORY     - Date     Condition        Report By
 EZ1950  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1950  HISTORY     - 1980     GOOD             NCGS
 EZ1950  HISTORY     - 1980     GOOD             NCGS
 EZ1950
 EZ1950                          STATION DESCRIPTION
 EZ1950
 EZ1950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1950'BETTY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1950'VICINITY OF BONSAL, NORTH CAROLINA.
 EZ1950'
 EZ1950'BETTY IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF BONSAL.  TO
 EZ1950'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND SR 1135 (NEW
 EZ1950'HILL RD.), GO SOUTH ON US 1 FOR 2.6 MILES TO BRIDGE FOR NORFOLK
 EZ1950'SOUTHERN RAILROAD OVER US 1, CONTINUE SOUTH ON US 1 FOR 0.5 MILE
 EZ1950'TO STATION ON THE RIGHT, APPROXIMATELY 200 FEET NORTH OF THE NORTH
 EZ1950'END OF GUARD RAIL, AND 0.35 MILE NORTH OF THE WAKE AND CHATHAM
 EZ1950'COUNTY LINE.
 EZ1950'
 EZ1950'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BETTY
 EZ1950'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ1950'INCH BELOW THE SURFACE OF THE GROUND.
 EZ1950'
 EZ1950'MARK IS--
 EZ1950'18.1 FEET NNW OF C/L OF US 1.
 EZ1950'66.3 FEET ENE OF N END OF CULVERT UNDER US 1.
 EZ1950'122.8 FEET ESE OF ALUMINUM REF. TAG ON 14 INCH PINE.
 EZ1950'66.3 FEET SE OF ALUMINUM REF. TAG ON 10 INCH TWIN OAK.
 EZ1950'69.4 FEET S OF ALUMINUM REF. TAG ON 4 INCH OAK.
 EZ1950'44.2 FEET E OF NO. 6 PRESSED IN CONCRETE OF N BOUND LANE.
 EZ1950'72.8 FEET N OF NO. 45 PRESSED IN CONCRETE OF N BOUND LANE.
 EZ1950
 EZ1950                          STATION RECOVERY (1980)
 EZ1950
 EZ1950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ1950'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ1950
 EZ1950                          STATION RECOVERY (1980)
 EZ1950
 EZ1950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1950'3.4 MI SW FROM NEW HILL.
 EZ1950'9.25 MILES SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55
 EZ1950'SOUTHEAST OF APEX, IN NORTHWEST SHOULDER OF HIGHWAY APPROXIMATELY
 EZ1950'200 FEET EAST OF END OF GUARD RAIL, AND 0.35 MILE NORTHEAST OF
 EZ1950'WAKE-CHATHAM COUNTY LINE, 18.8 FEET NORTHWEST OF CENTERLINE OF
 EZ1950'HIGHWAY, 66.3 FEET NORTHEAST OF NORTHEAST END OF CULVERT, 66.3
 EZ1950'FEET SOUTHEAST OF 10 INCH OAK WITH REFERENCE TAG, 44.2 FEET EAST
 EZ1950'OF HIGHWAY STATION NUMBER 6 IMPRINTED IN SOUTHEAST EDGE OF
 EZ1950'CONCRETE AND 72.8 FEET NORTH OF HIGHWAY STATION NUMBER 45 IMPRINTED
 EZ1950'IN SOUTHEAST EDGE OF CONCRETE.
 EZ1950'THE MARK IS 0.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3650 ***********************************************************************
 EZ3650  DESIGNATION -  BETTY
 EZ3650  PID         -  EZ3650
 EZ3650  STATE/COUNTY-  NC/MOORE
 EZ3650  USGS QUAD   -  CANDOR (1994)
 EZ3650
 EZ3650                         *CURRENT SURVEY CONTROL
 EZ3650  ___________________________________________________________________
 EZ3650* NAD 83(2001)-  35 18 13.81077(N)    079 42 23.91457(W)     ADJUSTED  
 EZ3650* NAVD 88     -       217.9    (meters)     715.     (feet)  VERTCON   
 EZ3650  ___________________________________________________________________
 EZ3650  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 EZ3650  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 EZ3650  HORZ ORDER  -  SECOND
 EZ3650
 EZ3650.The horizontal coordinates were established by classical geodetic methods
 EZ3650.and adjusted by the National Geodetic Survey in August 2005.
 EZ3650
 EZ3650.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3650
 EZ3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3650
 EZ3650.The geoid height was determined by GEOID03.
 EZ3650
 EZ3650;                    North         East     Units Scale Factor Converg.
 EZ3650;SPC NC       -   172,595.770   545,341.143   MT  0.99987300   -0 24 28.3
 EZ3650;SPC NC       -   566,257.96  1,789,173.40   sFT  0.99987300   -0 24 28.3
 EZ3650;UTM  17      - 3,907,505.262   617,586.398   MT  0.99977039   +0 44 51.1
 EZ3650
 EZ3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3650!SPC NC       -   0.99997063  x   0.99987300  =   0.99984363
 EZ3650!UTM  17      -   0.99997063  x   0.99977039  =   0.99974102
 EZ3650
 EZ3650:                Primary Azimuth Mark                     Grid Az
 EZ3650:SPC NC       -  HAROLD                                   248 18 30.4
 EZ3650:UTM  17      -  HAROLD                                   247 09 11.0
 EZ3650
 EZ3650|---------------------------------------------------------------------|
 EZ3650| PID    Reference Object                     Distance      Geod. Az  |
 EZ3650|                                                           dddmmss.s |
 EZ3650| EZ3680 HAROLD                              APPROX. 2.2 KM 2475402.1 |
 EZ3650|---------------------------------------------------------------------|
 EZ3650
 EZ3650                          SUPERSEDED SURVEY CONTROL
 EZ3650
 EZ3650  NAD 83(1986)-  35 18 13.82048(N)    079 42 23.92308(W) AD(       ) 2
 EZ3650  NAD 27      -  35 18 13.29926(N)    079 42 24.78873(W) AD(       ) 2
 EZ3650  NGVD 29 (07/19/86)  218.1    (m)          716.     (f) VERT ANG    3  
 EZ3650
 EZ3650.Superseded values are not recommended for survey control.
 EZ3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3650.See file dsdata.txt to determine how the superseded data were derived.
 EZ3650
 EZ3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1758607505(NAD 83)
 EZ3650_MARKER: DE = TRAVERSE STATION DISK
 EZ3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3650_STAMPING: BETTY 1972
 EZ3650_MARK LOGO: NCGS  
 EZ3650_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3650+STABILITY: SURFACE MOTION
 EZ3650
 EZ3650  HISTORY     - Date     Condition        Report By
 EZ3650  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3650  HISTORY     - 1977     GOOD             NCGS
 EZ3650
 EZ3650                          STATION DESCRIPTION
 EZ3650
 EZ3650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3650'BETTY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3650'VICINITY OF CANDOR, NORTH CAROLINA.
 EZ3650'
 EZ3650'BETTY IS LOCATED APPROXIMATELY 2.3 MILES ENE OF CANDOR AND 5.7 MILES
 EZ3650'SOUTHEAST OF BISCOE.  TO REACH STATION FROM THE INTERSECTION OF US
 EZ3650'220, NC 211, NC 731 AND SR 1579 IN CANDOR, PROCEED EAST ALONG NC
 EZ3650'211 FOR 2.4 MILES TO STATION ON RIGHT, 0.1 MILE EAST OF
 EZ3650'INTERSECTION WITH SR 1280 (N), AND ON A TEN FOOT BANK.
 EZ3650'
 EZ3650'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BETTY
 EZ3650'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3650'FLUSH WITH THE GROUND.
 EZ3650'
 EZ3650'MARK IS
 EZ3650'51.6 FEET S OF C/L OF NC 211 (SLOPE).
 EZ3650'4.5 FEET E OF TELEPHONE JUNCTION BOX NO. 388.
 EZ3650'4.8 FEET NE OF POWER SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ3650'93.6 FEET NE OF NW CORNER OF LONG CINDER BLOCK POULTRY BLDG.
 EZ3650'62.9 FEET ESE OF NE CORNER OF LONG CINDER BLOCK POULTRY BLDG.
 EZ3650
 EZ3650                          STATION RECOVERY (1977)
 EZ3650
 EZ3650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ3650'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2756 ***********************************************************************
 EY2756  DESIGNATION -  BETTY
 EY2756  PID         -  EY2756
 EY2756  STATE/COUNTY-  NC/DUPLIN
 EY2756  USGS QUAD   -  WILLIAMS (1988)
 EY2756
 EY2756                         *CURRENT SURVEY CONTROL
 EY2756  ___________________________________________________________________
 EY2756* NAD 83(2001)-  35 07 34.33108(N)    077 57 54.39066(W)     ADJUSTED  
 EY2756* NAVD 88     -        50.1    (meters)     164.     (feet)  VERTCON   
 EY2756  ___________________________________________________________________
 EY2756  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EY2756  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 EY2756  HORZ ORDER  -  SECOND
 EY2756
 EY2756.The horizontal coordinates were established by classical geodetic methods
 EY2756.and adjusted by the National Geodetic Survey in August 2005.
 EY2756
 EY2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2756
 EY2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2756
 EY2756.The geoid height was determined by GEOID03.
 EY2756
 EY2756;                    North         East     Units Scale Factor Converg.
 EY2756;SPC NC       -   153,153.738   703,915.786   MT  0.99987498   +0 35 50.3
 EY2756;SPC NC       -   502,471.89  2,309,430.37   sFT  0.99987498   +0 35 50.3
 EY2756;UTM  18      - 3,891,063.504   229,803.948   MT  1.00049984   -1 42 25.5
 EY2756;UTM  17      - 3,891,255.317   776,557.039   MT  1.00054272   +1 44 50.4
 EY2756
 EY2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2756!SPC NC       -   0.99999770  x   0.99987498  =   0.99987269
 EY2756!UTM  18      -   0.99999770  x   1.00049984  =   1.00049754
 EY2756!UTM  17      -   0.99999770  x   1.00054272  =   1.00054042
 EY2756
 EY2756:                Primary Azimuth Mark                     Grid Az
 EY2756:SPC NC       -  SCALLON                                  193 52 12.5
 EY2756:UTM  18      -  SCALLON                                  196 10 28.3
 EY2756:UTM  17      -  SCALLON                                  192 43 12.4
 EY2756
 EY2756|---------------------------------------------------------------------|
 EY2756| PID    Reference Object                     Distance      Geod. Az  |
 EY2756|                                                           dddmmss.s |
 EY2756| EY2735 SCALLON                             417.180 METERS 1942802.8 |
 EY2756|---------------------------------------------------------------------|
 EY2756
 EY2756                          SUPERSEDED SURVEY CONTROL
 EY2756
 EY2756  NAD 83(1986)-  35 07 34.34048(N)    077 57 54.39928(W) AD(       ) 2
 EY2756  NAD 27      -  35 07 33.74567(N)    077 57 55.45148(W) AD(       ) 2
 EY2756  NGVD 29 (07/19/86)   50.4    (m)          165.     (f) VERT ANG    3  
 EY2756
 EY2756.Superseded values are not recommended for survey control.
 EY2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2756.See file dsdata.txt to determine how the superseded data were derived.
 EY2756
 EY2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2980491064(NAD 83)
 EY2756_MARKER: DE = TRAVERSE STATION DISK
 EY2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2756_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2756+STABILITY: SURFACE MOTION
 EY2756
 EY2756  HISTORY     - Date     Condition        Report By
 EY2756  HISTORY     - 1976     MONUMENTED       NCGS
 EY2756
 EY2756                          STATION DESCRIPTION
 EY2756
 EY2756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2756'THE STATION IS LOCATED APPROXIMATELY 2.9 MILES NORTH OF SUMMERLIN
 EY2756'CROSSROADS AND 7.8 MILES SOUTHEAST OF MT. OLIVE (WAYNE CO.).
 EY2756'
 EY2756'TO REACH THE STATION FROM THE INTERSECTION OF NC 403 WITH SR 1004 AND
 EY2756'SR 1501 SOUTHEAST OF MT. OLIVE, PROCEED SOUTH-SOUTHEAST ALONG SR 1004
 EY2756'FOR 1.8 MILES TO Y INTERSECTION WITH SR 1500, THENCE SOUTHEAST ALONG
 EY2756'SR 1500 FOR 2.4 MILES TO STATION ON THE LEFT IN SHOULDER, AND IN THE
 EY2756'EASTERNMOST QUADRANT OF INTERSECTION WITH SR 1505.
 EY2756'
 EY2756'STATION MARK IS A STANDARD DISK STAMPED---BETTY 1976---, SET IN THE
 EY2756'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EY2756'MARK IS 27.7 FEET NORTHEAST OF THE CENTERLINE OF SR 1500, 32.7 FEET
 EY2756'SOUTHEAST OF THE CENTERLINE OF SR 1505, 102.1 FEET NORTHEAST OF
 EY2756'TELEPHONE PEDESTAL, 72.6 FEET NORTHWEST OF POWER POLE WITH REFERENCE
 EY2756'TAG AND 79.0 FEET SOUTH-SOUTHWEST OF SOUTH END OF 24 INCH CULVERT
 EY2756'UNDER FIELD DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5659 ***********************************************************************
 AE5659  DESIGNATION -  BETTY
 AE5659  PID         -  AE5659
 AE5659  STATE/COUNTY-  NC/JACKSON
 AE5659  USGS QUAD   -  GREENS CREEK (1978)
 AE5659
 AE5659                         *CURRENT SURVEY CONTROL
 AE5659  ___________________________________________________________________
 AE5659* NAD 83(2007)-  35 17 26.43436(N)    083 16 55.25929(W)     ADJUSTED  
 AE5659* NAVD 88     -       716.83   (+/-2cm)    2351.8    (feet)  VERTCON   
 AE5659  ___________________________________________________________________
 AE5659  EPOCH DATE  -        2002.00
 AE5659  X           -     609,762.276 (meters)                     COMP
 AE5659  Y           -  -5,176,636.210 (meters)                     COMP
 AE5659  Z           -   3,664,634.076 (meters)                     COMP
 AE5659  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AE5659  ELLIP HEIGHT-         688.435 (meters)          (02/10/07) ADJUSTED
 AE5659  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AE5659
 AE5659  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5659  Type    PID    Designation                      North   East  Ellip
 AE5659  -------------------------------------------------------------------
 AE5659  NETWORK AE5659 BETTY                             0.41   0.33   0.94
 AE5659  -------------------------------------------------------------------
 AE5659  VERT ORDER  -  THIRD ? (See Below)
 AE5659
 AE5659.The horizontal coordinates were established by GPS observations
 AE5659.and adjusted by the National Geodetic Survey in February 2007.
 AE5659
 AE5659.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5659.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5659.The horizontal coordinates are valid at the epoch date displayed above.
 AE5659.The epoch date for horizontal control is a decimal equivalence
 AE5659.of Year/Month/Day.
 AE5659
 AE5659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5659.The vertical order pertains to the NGVD 29 superseded value.
 AE5659
 AE5659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5659
 AE5659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5659
 AE5659.The ellipsoidal height was determined by GPS observations
 AE5659.and is referenced to NAD 83.
 AE5659
 AE5659.The geoid height was determined by GEOID03.
 AE5659
 AE5659;                    North         East     Units Scale Factor Converg.
 AE5659;SPC NC       -   179,305.563   220,261.455   MT  0.99987282   -2 28 17.2
 AE5659;SPC NC       -   588,271.67    722,641.12   sFT  0.99987282   -2 28 17.2
 AE5659;UTM  17      - 3,907,666.956   292,482.908   MT  1.00013073   -1 19 07.9
 AE5659
 AE5659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5659!SPC NC       -   0.99989195  x   0.99987282  =   0.99976479
 AE5659!UTM  17      -   0.99989195  x   1.00013073  =   1.00002267
 AE5659
 AE5659                          SUPERSEDED SURVEY CONTROL
 AE5659
 AE5659  NAD 83(2001)-  35 17 26.43428(N)    083 16 55.25955(W) AD(       ) 1
 AE5659  ELLIP H (03/13/03)  688.436  (m)                       GP(       ) 4 2
 AE5659  NAD 83(1995)-  35 17 26.43437(N)    083 16 55.25932(W) AD(       ) 1
 AE5659  NAD 83(1986)-  35 17 26.43946(N)    083 16 55.26479(W) AD(       ) 1
 AE5659  NGVD 29 (02/10/98)  716.85   (m)         2351.9    (f) LEVELING    3  
 AE5659
 AE5659.Superseded values are not recommended for survey control.
 AE5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5659.See file dsdata.txt to determine how the superseded data were derived.
 AE5659
 AE5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9248307667(NAD 83)
 AE5659_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5659_STAMPING: BETTY 1994
 AE5659_MARK LOGO: NCGS  
 AE5659_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5659+STABILITY: SURFACE MOTION
 AE5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5659+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE5659
 AE5659  HISTORY     - Date     Condition        Report By
 AE5659  HISTORY     - 1994     MONUMENTED       NCGS
 AE5659
 AE5659                          STATION DESCRIPTION
 AE5659
 AE5659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5659'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF SYLVA AND
 AE5659'2.5 MI (4.0 KM) NORTH OF PUMPKINTOWN. ALONG US 441-23 FOR 6.55 MI
 AE5659'(10.54 KM) SOUTHWEST FROM THE US 441-23 BRIDGE OVER THE TUCKASEGEE
 AE5659'RIVER (IN DILLSBORO), OR 0.15 MI (0.24 KM) NORTHEAST OF SR 1308. MARK
 AE5659'IS ABOUT 1-FOOT LOWER THAN HIGHWAY AND FLUSH WITH GROUND. LOCATED 23.5
 AE5659'FT (7.2 M) NORTHWEST OF THE CENTERLINE OF US 441 SOUTHWEST BOUND LANE,
 AE5659'751 FT (228.9 M) NORTHEAST OF SR 1308, 401.8 FT (122.5 M) SOUTHWEST OF
 AE5659'SOUTH END OF GUARD RAIL, 138.5 FT (42.2 M) EAST OF A POWER POLE AND
 AE5659'184.3 FT (56.2 M) SOUTH-SOUTHWEST OF A BRACE POLE--BOTH WITH TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7224 ***********************************************************************
 DK7224  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7224  DESIGNATION -  BETTY
 DK7224  PID         -  DK7224
 DK7224  STATE/COUNTY-  NC/CARTERET
 DK7224  USGS QUAD   -  MANSFIELD (1994)
 DK7224
 DK7224                         *CURRENT SURVEY CONTROL
 DK7224  ___________________________________________________________________
 DK7224* NAD 83(2007)-  34 43 27.31564(N)    076 45 11.30357(W)     ADJUSTED  
 DK7224* NAVD 88     -         6.22   (meters)      20.4    (feet)  GPS OBS   
 DK7224  ___________________________________________________________________
 DK7224  EPOCH DATE  -        2002.00
 DK7224  X           -   1,202,537.794 (meters)                     COMP
 DK7224  Y           -  -5,108,250.173 (meters)                     COMP
 DK7224  Z           -   3,612,748.574 (meters)                     COMP
 DK7224  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DK7224  ELLIP HEIGHT-         -31.226 (meters)          (10/28/08) ADJUSTED
 DK7224  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 DK7224  HORZ ORDER  -  FIRST
 DK7224  ELLP ORDER  -  FOURTH    CLASS II
 DK7224
 DK7224.The horizontal coordinates were established by GPS observations
 DK7224.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2008.
 DK7224
 DK7224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7224.The horizontal coordinates are valid at the epoch date displayed above.
 DK7224.The epoch date for horizontal control is a decimal equivalence
 DK7224.of Year/Month/Day.
 DK7224
 DK7224.The orthometric height was determined by GPS observations and a
 DK7224.high-resolution geoid model.
 DK7224.The orthometric height was determined by GPS observations and a
 DK7224.high-resolution geoid model using precise GPS observation and
 DK7224.processing techniques.
 DK7224
 DK7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7224
 DK7224.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7224
 DK7224.The ellipsoidal height was determined by GPS observations
 DK7224.and is referenced to NAD 83.
 DK7224
 DK7224.The geoid height was determined by GEOID03.
 DK7224
 DK7224;                    North         East     Units Scale Factor Converg.
 DK7224;SPC NC       -   110,403.806   815,363.546   MT  0.99991469   +1 17 48.6
 DK7224;SPC NC       -   362,216.49  2,675,071.90   sFT  0.99991469   +1 17 48.6
 DK7224;UTM  18      - 3,843,863.770   339,479.402   MT  0.99991759   -0 59 55.9
 DK7224
 DK7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7224!SPC NC       -   1.00000490  x   0.99991469  =   0.99991959
 DK7224!UTM  18      -   1.00000490  x   0.99991759  =   0.99992249
 DK7224
 DK7224                          SUPERSEDED SURVEY CONTROL
 DK7224
 DK7224.No superseded survey control is available for this station.
 DK7224
 DK7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3947943864(NAD 83)
 DK7224_MARKER: DH = HORIZONTAL CONTROL DISK
 DK7224_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7224_SP_SET: SIDEWALK
 DK7224_STAMPING: BETTY 2006
 DK7224_MARK LOGO: NCGS  
 DK7224_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7224+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 DK7224
 DK7224  HISTORY     - Date     Condition        Report By
 DK7224  HISTORY     - 20060125 MONUMENTED       NCGS
 DK7224
 DK7224                          STATION DESCRIPTION
 DK7224
 DK7224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DK7224'STATION IS LOCATED IN MOREHEAD CITY, AT THE US 7O BUSINESS (ARENDELL
 DK7224'STREET) AND 35TH STREET INTERSECTION, AND IN FRONT OF THE NC DIVISION
 DK7224'OF MARINE FISHERIES BUILDING.
 DK7224' 
 DK7224'ALONG US 70 BUSINESS (ARENDELL ST) FOR 2.4 MI (3.86 KM) WEST FROM THE
 DK7224'DOWNTOWN MOREHEAD CITY POST OFFICE (706 ARENDELL ST) TO 35TH STREET,
 DK7224'THENCE SOUTH INTO ACCESS STREET TO MARINE FISHERIES FRONT PARKING LOT,
 DK7224'IN THE SOUTH EDGE OF CONCRETE SIDEWALK BETWEEN NORTH EDGE OF PARKING
 DK7224'LOT AND US 70 BUSINESS EASTBOUND LANES.
 DK7224' 
 DK7224'MARK IS ABOUT 1-FT HIGHER THAN US 70 AND IS FLUSH WITH THE SIDEWALK.
 DK7224'LOCATED 166.4 FT (50.7 M) EAST OF THE CENTERLINE OF 35TH STREET, 182.5
 DK7224'FT (55.6 M) NORTH OF THE CENTERLINE OF FRONT DOOR OF MARINE FISHERIES
 DK7224'BUILDING, 39.9 FT (12.2 M) NORTH OF THE NORTH EDGE OF PARKING LOT,
 DK7224'33.6 FT (10.2 M) NORTH OF METAL LIGHT POLE (6YB57), 26.5 FT (8.1 M)
 DK7224'EAST OF DIVISION OF MARINE FISHERIES WOODEN SIGN AND 62.3 FT (19.0 M)
 DK7224'WEST OF A 12 INCH (30 CM) PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6443 ***********************************************************************
 EZ6443  DESIGNATION -  BETWEEN
 EZ6443  PID         -  EZ6443
 EZ6443  STATE/COUNTY-  NC/WAKE
 EZ6443  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6443
 EZ6443                         *CURRENT SURVEY CONTROL
 EZ6443  ___________________________________________________________________
 EZ6443* NAD 83(2001)-  35 45 06.12562(N)    078 42 02.88576(W)     ADJUSTED  
 EZ6443* NAVD 88     -       131.914  (meters)     432.79   (feet)  ADJUSTED  
 EZ6443  ___________________________________________________________________
 EZ6443  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 EZ6443  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 EZ6443  DYNAMIC HT  -         131.799 (meters)     432.41  (feet)  COMP
 EZ6443  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 EZ6443
 EZ6443  HORZ ORDER  -  SECOND
 EZ6443  VERT ORDER  -  SECOND    CLASS I
 EZ6443
 EZ6443.The horizontal coordinates were established by classical geodetic methods
 EZ6443.and adjusted by the National Geodetic Survey in August 2005.
 EZ6443
 EZ6443.The orthometric height was determined by differential leveling
 EZ6443.and adjusted in December 1991.
 EZ6443
 EZ6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6443
 EZ6443.The geoid height was determined by GEOID03.
 EZ6443
 EZ6443.The dynamic height is computed by dividing the NAVD 88
 EZ6443.geopotential number by the normal gravity value computed on the
 EZ6443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6443.degrees latitude (g = 980.6199 gals.).
 EZ6443
 EZ6443.The modeled gravity was interpolated from observed gravity values.
 EZ6443
 EZ6443;                    North         East     Units Scale Factor Converg.
 EZ6443;SPC NC       -   222,092.972   636,659.901   MT  0.99991057   +0 10 21.7
 EZ6443;SPC NC       -   728,650.03  2,088,775.03   sFT  0.99991057   +0 10 21.7
 EZ6443;UTM  17      - 3,958,846.927   707,886.770   MT  1.00013257   +1 20 37.8
 EZ6443
 EZ6443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6443!SPC NC       -   0.99998443  x   0.99991057  =   0.99989500
 EZ6443!UTM  17      -   0.99998443  x   1.00013257  =   1.00011700
 EZ6443
 EZ6443                          SUPERSEDED SURVEY CONTROL
 EZ6443
 EZ6443  NAD 83(1986)-  35 45 06.12959(N)    078 42 02.89709(W) AD(       ) 2
 EZ6443  NAVD 88 (03/04/92)  131.91   (m)          432.8    (f) LEVELING    3  
 EZ6443
 EZ6443.Superseded values are not recommended for survey control.
 EZ6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6443.See file dsdata.txt to determine how the superseded data were derived.
 EZ6443
 EZ6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0788758847(NAD 83)
 EZ6443_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EZ6443_SP_SET: WINGWALL
 EZ6443_STAMPING: BETWEEN 1988
 EZ6443_MARK LOGO: NCGS  
 EZ6443_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6443+STABILITY: SURFACE MOTION
 EZ6443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6443+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ6443
 EZ6443  HISTORY     - Date     Condition        Report By
 EZ6443  HISTORY     - 1988     MONUMENTED       NCGS
 EZ6443  HISTORY     - 20051212 GOOD             USPSQD
 EZ6443
 EZ6443                          STATION DESCRIPTION
 EZ6443
 EZ6443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6443'STATION IS LOCATED IN SOUTHWEST RALEIGH AT THE I-40 OVERPASS OF
 EZ6443'GORMAN STREET AT THE SOUTHEAST CORNER OF WESTBOUND LANE OF I-40
 EZ6443'BRIDGE.
 EZ6443'STATION IS A STANDARD NCGS DISK STAMPED---BETWEEN 1988---, AND IS SET
 EZ6443'IN A DRILL HOLE IN WINGWALL, LEVEL WITH I-40.  LOCATED 9.6 M
 EZ6443'(31.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF WESTBOUND I-40, 22.1
 EZ6443'M (72.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF EASTBOUND I-40,
 EZ6443'0.5 M (1.6 FT) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE
 EZ6443'BRIDGE WALL, AND 0.1 M (0.3 FT) WEST-NORTHWEST OF EAST END OF
 EZ6443'WINGWALL.
 EZ6443
 EZ6443                          STATION RECOVERY (2005)
 EZ6443
 EZ6443'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4885 ***********************************************************************
 FA4885  DESIGNATION -  BETWEEN
 FA4885  PID         -  FA4885
 FA4885  STATE/COUNTY-  NC/GASTON
 FA4885  USGS QUAD   -  BESSEMER CITY (1993)
 FA4885
 FA4885                         *CURRENT SURVEY CONTROL
 FA4885  ___________________________________________________________________
 FA4885* NAD 83(2001)-  35 21 35.79996(N)    081 17 56.99027(W)     ADJUSTED  
 FA4885* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 FA4885  ___________________________________________________________________
 FA4885  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 FA4885  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 FA4885  HORZ ORDER  -  SECOND
 FA4885
 FA4885.The horizontal coordinates were established by classical geodetic methods
 FA4885.and adjusted by the National Geodetic Survey in August 2005.
 FA4885
 FA4885.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4885
 FA4885.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4885
 FA4885.The geoid height was determined by GEOID03.
 FA4885
 FA4885;                    North         East     Units Scale Factor Converg.
 FA4885;SPC NC       -   181,010.728   400,682.930   MT  0.99987437   -1 19 37.2
 FA4885;SPC NC       -   593,866.03  1,314,573.91   sFT  0.99987437   -1 19 37.2
 FA4885;UTM  17      - 3,913,001.785   472,820.836   MT  0.99960910   -0 10 23.3
 FA4885
 FA4885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4885!SPC NC       -   0.99995817  x   0.99987437  =   0.99983254
 FA4885!UTM  17      -   0.99995817  x   0.99960910  =   0.99956728
 FA4885
 FA4885                          SUPERSEDED SURVEY CONTROL
 FA4885
 FA4885  NAD 83(1986)-  35 21 35.81476(N)    081 17 56.99142(W) AD(       ) 2
 FA4885  NGVD 29 (09/01/92)  298.3    (m)          979.     (f) VERT ANG    3  
 FA4885
 FA4885.Superseded values are not recommended for survey control.
 FA4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4885.See file dsdata.txt to determine how the superseded data were derived.
 FA4885
 FA4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7282113002(NAD 83)
 FA4885_MARKER: DE = TRAVERSE STATION DISK
 FA4885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4885_SP_SET: CONCRETE POST
 FA4885_STAMPING: BETWEEN 1984
 FA4885_MARK LOGO: NCGS  
 FA4885_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4885+STABILITY: SURFACE MOTION
 FA4885
 FA4885  HISTORY     - Date     Condition        Report By
 FA4885  HISTORY     - 1984     MONUMENTED       NCGS
 FA4885  HISTORY     - 20000112 GOOD             USPSQD
 FA4885
 FA4885                          STATION DESCRIPTION
 FA4885
 FA4885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4885'STATION IS LOCATED 7.6 KM (4.7 MI) EAST-SOUTHEAST OF CHERRYVILLE 8.5
 FA4885'KM (5.3 MI) NORTH OF BESSEMER CITY.
 FA4885'ALONG NC 279 FOR 11.2 KM (7.0 MI) NORTHWEST FROM NC 275 (WEST OF
 FA4885'DALLAS), IN THE SHOULDER, OR 0.4 KM (0.2 MI) EAST OF SR 1624.
 FA4885'MARK IS RECESSED 3 INCHES BELOW GROUND AND IS 2 FOOT LOWER THAN THE
 FA4885'HIGHWAY.  LOCATED 7.2 M (23.6 FT) NORTH-NORTHEAST OF THE CENTERLINE
 FA4885'OF NC 279, 35.0 M (114.8 FT) WEST-NORTHWEST OF THE CENTERLINE OF A
 FA4885'PAVED DRIVE, 21.5 M (70.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A
 FA4885'DIRT DRIVE, 10.1 M (33.1 FT) WEST OF THE CENTER OF A 3 FT (0.9 M) BY
 FA4885'5 FT (1.5 M) ROCK--AND 47.6 M (156.2 FT) NORTHWEST OF A POWER POLE,
 FA4885'70.6 M (231.6 FT) EAST OF A POWER POLE, 65.7 M (215.6 FT)
 FA4885'WEST-NORTHWEST OF A POWER POLE--ALL WITH REFERENCE TAGS.
 FA4885
 FA4885                          STATION RECOVERY (2000)
 FA4885
 FA4885'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8418 ***********************************************************************
 AE8418  DESIGNATION -  BETWEEN
 AE8418  PID         -  AE8418
 AE8418  STATE/COUNTY-  NC/MONTGOMERY
 AE8418  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8418
 AE8418                         *CURRENT SURVEY CONTROL
 AE8418  ___________________________________________________________________
 AE8418* NAD 83(2001)-  35 17 45.20787(N)    080 04 17.84995(W)     ADJUSTED  
 AE8418* NAVD 88     -       104.5    (meters)     343.     (feet)  VERTCON   
 AE8418  ___________________________________________________________________
 AE8418  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AE8418  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AE8418  HORZ ORDER  -  SECOND
 AE8418
 AE8418.The horizontal coordinates were established by classical geodetic methods
 AE8418.and adjusted by the National Geodetic Survey in August 2005.
 AE8418
 AE8418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8418
 AE8418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8418
 AE8418.The geoid height was determined by GEOID03.
 AE8418
 AE8418;                    North         East     Units Scale Factor Converg.
 AE8418;SPC NC       -   172,011.714   512,142.280   MT  0.99987289   -0 37 06.6
 AE8418;SPC NC       -   564,341.77  1,680,253.46   sFT  0.99987289   -0 37 06.6
 AE8418;UTM  17      - 3,906,252.218   584,410.905   MT  0.99968781   +0 32 11.2
 AE8418
 AE8418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8418!SPC NC       -   0.99998838  x   0.99987289  =   0.99986127
 AE8418!UTM  17      -   0.99998838  x   0.99968781  =   0.99967620
 AE8418
 AE8418                          SUPERSEDED SURVEY CONTROL
 AE8418
 AE8418  NAD 83(1986)-  35 17 45.21932(N)    080 04 17.86099(W) AD(       ) 2
 AE8418  NGVD 29 (04/08/98)  104.7    (m)          344.     (f) VERT ANG    3  
 AE8418
 AE8418.Superseded values are not recommended for survey control.
 AE8418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8418.See file dsdata.txt to determine how the superseded data were derived.
 AE8418
 AE8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8441106252(NAD 83)
 AE8418_MARKER: DE = TRAVERSE STATION DISK
 AE8418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8418_STAMPING: BETWEEN 1983
 AE8418_MARK LOGO: NCGS  
 AE8418_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8418+STABILITY: SURFACE MOTION
 AE8418
 AE8418  HISTORY     - Date     Condition        Report By
 AE8418  HISTORY     - 1983     MONUMENTED       NCGS
 AE8418
 AE8418                          STATION DESCRIPTION
 AE8418
 AE8418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8418'STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) NORTH-NORTHWEST OF MT.
 AE8418'GILEAD AND ABOUT 8.8 KM (5.45 MI) NORTH-NORTHEAST OF NORWOOD.$ALONG NC
 AE8418'73 FOR 1.5 KM (0.95 MI) SOUTHEAST FROM NC 24-27, ABOUT 200-FEET WEST
 AE8418'OF NC 73 UNDER A TRANSMISSION LINE, OR 0.3 KM (0.20 MI) NORTHWEST OF
 AE8418'SR 1111.$MARK IS FLUSH WITH GROUND AND IN THE POWER LINE RIGHT-OF-WAY.
 AE8418'LOCATED 24.3 M (79.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE
 AE8418'EASTMOST TRANSMISSION TOWER, 42.9 M (140.7 FT) SOUTH OF THE SOUTHWEST
 AE8418'LEG OF THE WESTMOST TRANSMISSION TOWER, 50.8 M (166.7 FT) NORTH OF THE
 AE8418'CENTER OF A GRAVEL ROAD--AND 7.8 M (25.6 FT) NORTH-NORTHEAST OF A
 AE8418'3-INCH WHITE OAK, 0.6 M (2.0 FT) NORTH OF A WITNESS POST--BOTH WITH
 AE8418'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2348 ***********************************************************************
 FY2348  DESIGNATION -  BEULAH
 FY2348  PID         -  FY2348
 FY2348  STATE/COUNTY-  NC/CASWELL
 FY2348  USGS QUAD   -  YANCEYVILLE (1994)
 FY2348
 FY2348                         *CURRENT SURVEY CONTROL
 FY2348  ___________________________________________________________________
 FY2348* NAD 83(2001)-  36 24 02.97368(N)    079 15 01.16789(W)     ADJUSTED  
 FY2348* NAVD 88     -       180.936  (meters)     593.62   (feet)  ADJUSTED  
 FY2348  ___________________________________________________________________
 FY2348  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 FY2348  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 FY2348  DYNAMIC HT  -         180.793 (meters)     593.15  (feet)  COMP
 FY2348  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 FY2348
 FY2348  HORZ ORDER  -  SECOND
 FY2348  VERT ORDER  -  FIRST     CLASS II
 FY2348
 FY2348.The horizontal coordinates were established by classical geodetic methods
 FY2348.and adjusted by the National Geodetic Survey in August 2005.
 FY2348
 FY2348.The orthometric height was determined by differential leveling
 FY2348.and adjusted in June 1991.
 FY2348
 FY2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2348
 FY2348.The geoid height was determined by GEOID03.
 FY2348
 FY2348.The dynamic height is computed by dividing the NAVD 88
 FY2348.geopotential number by the normal gravity value computed on the
 FY2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2348.degrees latitude (g = 980.6199 gals.).
 FY2348
 FY2348.The modeled gravity was interpolated from observed gravity values.
 FY2348
 FY2348;                    North         East     Units Scale Factor Converg.
 FY2348;SPC NC       -   294,106.292   587,144.181   MT  1.00007378   -0 08 40.1
 FY2348;SPC NC       -   964,913.73  1,926,322.20   sFT  1.00007378   -0 08 40.1
 FY2348;UTM  17      - 4,029,829.327   656,899.524   MT  0.99990331   +1 02 18.7
 FY2348
 FY2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2348!SPC NC       -   0.99997648  x   1.00007378  =   1.00005026
 FY2348!UTM  17      -   0.99997648  x   0.99990331  =   0.99987979
 FY2348
 FY2348:                Primary Azimuth Mark                     Grid Az
 FY2348:SPC NC       -  BEULAH BAPTIST CHURCH CROSS              079 38 40.2
 FY2348:UTM  17      -  BEULAH BAPTIST CHURCH CROSS              078 27 41.4
 FY2348
 FY2348|---------------------------------------------------------------------|
 FY2348| PID    Reference Object                     Distance      Geod. Az  |
 FY2348|                                                           dddmmss.s |
 FY2348| CS6893 BEULAH BAPTIST CHURCH CROSS                        0793000.1 |
 FY2348| FY2347 LUNSFORD                            425.112 METERS 2521251.5 |
 FY2348|---------------------------------------------------------------------|
 FY2348
 FY2348                          SUPERSEDED SURVEY CONTROL
 FY2348
 FY2348  NAD 83(1993)-  36 24 02.97464(N)    079 15 01.17088(W) AD(       ) 2
 FY2348  NAD 83(1986)-  36 24 02.97814(N)    079 15 01.17318(W) AD(       ) 2
 FY2348  NGVD 29 (03/05/92)  181.165  (m)          594.37   (f) ADJUSTED    1 2
 FY2348
 FY2348.Superseded values are not recommended for survey control.
 FY2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2348.See file dsdata.txt to determine how the superseded data were derived.
 FY2348
 FY2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5690029829(NAD 83)
 FY2348_MARKER: DE = TRAVERSE STATION DISK
 FY2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2348_SP_SET: CONCRETE POST
 FY2348_STAMPING: BEULAH 1982
 FY2348_MARK LOGO: NCGS  
 FY2348_PROJECTION: FLUSH
 FY2348_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2348+STABILITY: SURFACE MOTION
 FY2348
 FY2348  HISTORY     - Date     Condition        Report By
 FY2348  HISTORY     - 1982     MONUMENTED       NCGS
 FY2348  HISTORY     - 1982     GOOD             NCGS
 FY2348  HISTORY     - 1985     GOOD             USPSQD
 FY2348  HISTORY     - 19960225 GOOD             GEOMET
 FY2348
 FY2348                          STATION DESCRIPTION
 FY2348
 FY2348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2348'4.8 MI EAST FROM YANCEYVILLE.
 FY2348'ALONG US 158, 1.75 MILES NORTHEAST OF THE INTERSECTION WITH NC 86
 FY2348'AND SR 1734 AT PLEASANT GROVE, AT INTERSECTION WITH AND ON
 FY2348'PROLONGATION OF WEST EDGE OF SR 1564, 22.3 FEET SOUTH OF CENTERLINE
 FY2348'OF HIGHWAY, 44.2 FEET SOUTHWEST OF CENTERLINE INTERSECTION OF
 FY2348'HIGHWAY AND ROAD, 63.7 FEET NORTH OF NORTHEAST CORNER OF TAN ASBESTOS
 FY2348'SHINGLED HOUSE, 76.6 FEET WEST OF TELEPHONE POLE (HL 122) WITH
 FY2348'REFERENCE TAG, AND 109.3 FEET EAST-NORTHEAST OF TELEPHONE POLE
 FY2348'(HL 121) WITH REPEATER CABINET AND WITH REFERENCE TAG.
 FY2348'THE MARK IS 1 FT ABOVE HIGHWAY.
 FY2348
 FY2348                          STATION RECOVERY (1985)
 FY2348
 FY2348'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2348'RECOVERED IN GOOD CONDITION.
 FY2348
 FY2348                          STATION RECOVERY (1996)
 FY2348
 FY2348'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LGW)
 FY2348'16 FT (4.9 M) X 9 FT (2.7 M) .  24 IN MAT.  1 INCH BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2725 ***********************************************************************
 FA2725  DESIGNATION -  BEULAH
 FA2725  PID         -  FA2725
 FA2725  STATE/COUNTY-  NC/IREDELL
 FA2725  USGS QUAD   -  SHEPHERDS (1969)
 FA2725
 FA2725                         *CURRENT SURVEY CONTROL
 FA2725  ___________________________________________________________________
 FA2725* NAD 83(2001)-  35 41 21.89125(N)    080 51 14.15851(W)     ADJUSTED  
 FA2725* NAVD 88     -       293.15   (+/-2cm)     961.8    (feet)  VERTCON   
 FA2725  ___________________________________________________________________
 FA2725  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FA2725  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA2725  HORZ ORDER  -  SECOND
 FA2725  VERT ORDER  -  THIRD ? (See Below)
 FA2725
 FA2725.The horizontal coordinates were established by classical geodetic methods
 FA2725.and adjusted by the National Geodetic Survey in August 2005.
 FA2725
 FA2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2725.The vertical order pertains to the NGVD 29 superseded value.
 FA2725
 FA2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2725
 FA2725.The geoid height was determined by GEOID03.
 FA2725
 FA2725;                    North         East     Units Scale Factor Converg.
 FA2725;SPC NC       -   216,708.610   441,817.066   MT  0.99990169   -1 04 12.1
 FA2725;SPC NC       -   710,984.83  1,449,528.16   sFT  0.99990169   -1 04 12.1
 FA2725;UTM  17      - 3,949,510.673   513,216.109   MT  0.99960215   +0 05 06.8
 FA2725
 FA2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2725!SPC NC       -   0.99995897  x   0.99990169  =   0.99986066
 FA2725!UTM  17      -   0.99995897  x   0.99960215  =   0.99956113
 FA2725
 FA2725:                Primary Azimuth Mark                     Grid Az
 FA2725:SPC NC       -  SHINNS                                   170 22 43.2
 FA2725:UTM  17      -  SHINNS                                   169 13 24.3
 FA2725
 FA2725|---------------------------------------------------------------------|
 FA2725| PID    Reference Object                     Distance      Geod. Az  |
 FA2725|                                                           dddmmss.s |
 FA2725| FA2724 SHINNS                              APPROX. 1.0 KM 1691831.1 |
 FA2725|---------------------------------------------------------------------|
 FA2725
 FA2725                          SUPERSEDED SURVEY CONTROL
 FA2725
 FA2725  NAD 83(1986)-  35 41 21.90289(N)    080 51 14.16527(W) AD(       ) 2
 FA2725  NAD 27      -  35 41 21.41481(N)    080 51 14.91422(W) AD(       ) 2
 FA2725  NGVD 29 (07/19/86)  293.36   (m)          962.5    (f) LEVELING    3  
 FA2725
 FA2725.Superseded values are not recommended for survey control.
 FA2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2725.See file dsdata.txt to determine how the superseded data were derived.
 FA2725
 FA2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1321649511(NAD 83)
 FA2725_MARKER: DE = TRAVERSE STATION DISK
 FA2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2725_STAMPING: BEULAH 1974
 FA2725_MARK LOGO: NCGS  
 FA2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2725+STABILITY: SURFACE MOTION
 FA2725
 FA2725  HISTORY     - Date     Condition        Report By
 FA2725  HISTORY     - 1974     MONUMENTED       NCGS
 FA2725  HISTORY     - 19970311 GOOD             USPSQD
 FA2725
 FA2725                          STATION DESCRIPTION
 FA2725
 FA2725'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2725'BEULAH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2725'VICINITY OF TROUTMAN, NORTH CAROLINA.
 FA2725'
 FA2725'BEULAH IS LOCATED APPROXIMATELY 2.0 MILES SE OF TROUTMAN, AND 6.8
 FA2725'MILES SSE OF STATESVILLE.  TO REACH STATION FROM I-77 OVERPASS OF
 FA2725'U.S. 21 AND NC 115 SE OF TROUTMAN, PROCEED NORTH ALONG I-77 FOR 1.1
 FA2725'MILES TO STATION ON RIGHT AT TOP OF 35 FOOT CUT, APPROXIMATELY 300
 FA2725'FEET NORTH OF THE SR 1001 OVERPASS.
 FA2725'
 FA2725'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEULAH
 FA2725'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2725'FLUSH WITH THE GROUND.
 FA2725'
 FA2725'MARK IS 27.0 FT ENE OF TOP OF CUT BANK ALONG EAST SIDE OF I-77.
 FA2725'
 FA2725'45.3 FT W OF BRACE POST OF R/W FENCE BESIDE R/W MARKER WITH
 FA2725'ALUMINUM REF. TAG.
 FA2725'
 FA2725'58.5 FT SSW OF R/W FENCE POST WITH ALUMINUM REF. TAG.
 FA2725'
 FA2725'77.3 FT WSW OF USC AND GS OSWALT AZ. MARK 1948 WITH WITNESS POST.
 FA2725'
 FA2725'95.4 FT WNW OF NORTH CORNER OF BRICK HOUSE.
 FA2725
 FA2725                          STATION RECOVERY (1997)
 FA2725
 FA2725'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3037 ***********************************************************************
 FB3037  DESIGNATION -  BEULAH
 FB3037  PID         -  FB3037
 FB3037  STATE/COUNTY-  NC/HENDERSON
 FB3037  USGS QUAD   -  HORSE SHOE (1991)
 FB3037
 FB3037                         *CURRENT SURVEY CONTROL
 FB3037  ___________________________________________________________________
 FB3037* NAD 83(2007)-  35 18 14.91710(N)    082 33 22.42644(W)     ADJUSTED  
 FB3037* NAVD 88     -       668.5    (meters)    2193.     (feet)  GPS OBS   
 FB3037  ___________________________________________________________________
 FB3037  EPOCH DATE  -        2002.00
 FB3037  X           -     675,168.798 (meters)                     COMP
 FB3037  Y           -  -5,167,600.176 (meters)                     COMP
 FB3037  Z           -   3,665,824.645 (meters)                     COMP
 FB3037  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 FB3037  ELLIP HEIGHT-         638.186 (meters)          (02/10/07) ADJUSTED
 FB3037  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FB3037
 FB3037  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3037  Type    PID    Designation                      North   East  Ellip
 FB3037  -------------------------------------------------------------------
 FB3037  NETWORK FB3037 BEULAH                            0.33   0.31   0.73
 FB3037  -------------------------------------------------------------------
 FB3037
 FB3037.The horizontal coordinates were established by GPS observations
 FB3037.and adjusted by the National Geodetic Survey in February 2007.
 FB3037
 FB3037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3037.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3037.The horizontal coordinates are valid at the epoch date displayed above.
 FB3037.The epoch date for horizontal control is a decimal equivalence
 FB3037.of Year/Month/Day.
 FB3037
 FB3037.The orthometric height was determined by GPS observations and a
 FB3037.high-resolution geoid model.
 FB3037
 FB3037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3037
 FB3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3037
 FB3037.The ellipsoidal height was determined by GPS observations
 FB3037.and is referenced to NAD 83.
 FB3037
 FB3037.The geoid height was determined by GEOID03.
 FB3037
 FB3037;                    North         East     Units Scale Factor Converg.
 FB3037;SPC NC       -   178,193.134   286,275.584   MT  0.99987301   -2 03 09.2
 FB3037;SPC NC       -   584,621.97    939,222.48   sFT  0.99987301   -2 03 09.2
 FB3037;UTM  17      - 3,907,882.905   358,513.111   MT  0.99984671   -0 53 58.3
 FB3037
 FB3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3037!SPC NC       -   0.99989984  x   0.99987301  =   0.99977286
 FB3037!UTM  17      -   0.99989984  x   0.99984671  =   0.99974656
 FB3037
 FB3037:                Primary Azimuth Mark                     Grid Az
 FB3037:SPC NC       -  POLCHOW                                  200 07 52.8
 FB3037:UTM  17      -  POLCHOW                                  198 58 41.9
 FB3037
 FB3037|---------------------------------------------------------------------|
 FB3037| PID    Reference Object                     Distance      Geod. Az  |
 FB3037|                                                           dddmmss.s |
 FB3037| FB3042 POLCHOW                             APPROX. 3.5 KM 1980443.6 |
 FB3037|---------------------------------------------------------------------|
 FB3037
 FB3037                          SUPERSEDED SURVEY CONTROL
 FB3037
 FB3037  NAD 83(2001)-  35 18 14.91775(N)    082 33 22.42655(W) AD(       ) 1
 FB3037  ELLIP H (03/13/03)  638.199  (m)                       GP(       ) 4 2
 FB3037  NAD 83(1995)-  35 18 14.92238(N)    082 33 22.42658(W) AD(       ) 1
 FB3037  NAD 83(1986)-  35 18 14.92174(N)    082 33 22.42503(W) AD(       ) 1
 FB3037  NAD 83(1986)-  35 18 14.92173(N)    082 33 22.42502(W) AD(       ) 2
 FB3037  NAD 27      -  35 18 14.50375(N)    082 33 22.98404(W) AD(       ) 2
 FB3037  NGVD 29 (11/15/93)  668.5    (m)         2193.     (f) VERT ANG    3  
 FB3037
 FB3037.Superseded values are not recommended for survey control.
 FB3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3037.See file dsdata.txt to determine how the superseded data were derived.
 FB3037
 FB3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5851307883(NAD 83)
 FB3037_MARKER: DE = TRAVERSE STATION DISK
 FB3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3037_SP_SET: CONCRETE POST
 FB3037_STAMPING: BEULAH 1975
 FB3037_MARK LOGO: NCGS  
 FB3037_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3037+STABILITY: SURFACE MOTION
 FB3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3037+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1997
 FB3037
 FB3037  HISTORY     - Date     Condition        Report By
 FB3037  HISTORY     - 1975     MONUMENTED       NCGS
 FB3037  HISTORY     - 1975     GOOD             NCGS
 FB3037  HISTORY     - 19891204 GOOD             NCGS
 FB3037  HISTORY     - 19910423 GOOD
 FB3037  HISTORY     - 19970226 GOOD             NCGS
 FB3037
 FB3037                          STATION DESCRIPTION
 FB3037
 FB3037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3037'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST-SOUTHEAST OF
 FB3037'ETOWAH AND 5.6 MILES WEST OF HENDERSONVILLE.
 FB3037'
 FB3037'TO REACH THE STATION FROM THE POST OFFICE IN ETOWAH, PROCEED
 FB3037'NORTHEASTERLY ALONG US 64 FOR 1.4 MILES TO THE INTERSECTION WITH
 FB3037'SR 1171, SOUTH-SOUTHEAST ALONG SR 1171 FOR 2.5 MILES TO THE
 FB3037'INTERSECTION WITH SR 1210, CONTINUE EASTERLY ALONG SR 1171 FOR 0.2
 FB3037'MILE TO BEULAH CEMETERY ENTRANCE, NORTHEAST ALONG CEMETERY DRIVEWAY
 FB3037'FOR 0.05 MILE TO FORK IN CEMETERY ROAD AND RIGHT (EAST) FOR 0.05 MILE
 FB3037'TO STATION ON THE LEFT NEAR EASTERN EDGE OF CEMETERY.
 FB3037'
 FB3037'STATION MARK IS A STANDARD DISK, STAMPED---BEULAH 1975---, SET IN THE
 FB3037'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB3037'SURFACE.  MARK IS 12.0 FEET NORTH OF THE CENTERLINE OF CEMETERY
 FB3037'DRIVEWAY, 53.0 FEET SOUTHEAST OF MIDDLETON GRAVE MONUMENT, 110.5 FEET
 FB3037'SOUTH-SOUTHEAST OF 10 INCH SPRUCE TREE, 31.7 FEET SOUTH OF LEE GRAVE
 FB3037'MONUMENT AND 69.7 FEET EAST-NORTHEAST OF THORNTON GRAVE MONUMENT.
 FB3037
 FB3037                          STATION RECOVERY (1975)
 FB3037
 FB3037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FB3037'RECOVERED IN GOOD CONDITION.
 FB3037
 FB3037                          STATION RECOVERY (1989)
 FB3037
 FB3037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB3037'RECOVERED IN GOOD CONDITION.
 FB3037
 FB3037                          STATION RECOVERY (1991)
 FB3037
 FB3037'RECOVERED 1991
 FB3037'RECOVERED IN GOOD CONDITION.
 FB3037
 FB3037                          STATION RECOVERY (1997)
 FB3037
 FB3037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FB3037'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3501 ***********************************************************************
 EZ3501  DESIGNATION -  BEULAH
 EZ3501  PID         -  EZ3501
 EZ3501  STATE/COUNTY-  NC/MOORE
 EZ3501  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ3501
 EZ3501                         *CURRENT SURVEY CONTROL
 EZ3501  ___________________________________________________________________
 EZ3501* NAD 83(2001)-  35 13 35.52563(N)    079 27 03.73053(W)     ADJUSTED  
 EZ3501* NAVD 88     -       116.2    (meters)     381.     (feet)  VERTCON   
 EZ3501  ___________________________________________________________________
 EZ3501  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 EZ3501  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EZ3501  HORZ ORDER  -  SECOND
 EZ3501
 EZ3501.The horizontal coordinates were established by classical geodetic methods
 EZ3501.and adjusted by the National Geodetic Survey in August 2005.
 EZ3501
 EZ3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3501
 EZ3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3501
 EZ3501.The geoid height was determined by GEOID03.
 EZ3501
 EZ3501;                    North         East     Units Scale Factor Converg.
 EZ3501;SPC NC       -   163,885.174   568,546.113   MT  0.99987269   -0 15 37.2
 EZ3501;SPC NC       -   537,679.94  1,865,305.04   sFT  0.99987269   -0 15 37.2
 EZ3501;UTM  17      - 3,899,264.607   640,960.644   MT  0.99984488   +0 53 37.0
 EZ3501
 EZ3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3501!SPC NC       -   0.99998670  x   0.99987269  =   0.99985939
 EZ3501!UTM  17      -   0.99998670  x   0.99984488  =   0.99983158
 EZ3501
 EZ3501:                Primary Azimuth Mark                     Grid Az
 EZ3501:SPC NC       -  BUNCH                                    014 54 43.9
 EZ3501:UTM  17      -  BUNCH                                    013 45 29.7
 EZ3501
 EZ3501|---------------------------------------------------------------------|
 EZ3501| PID    Reference Object                     Distance      Geod. Az  |
 EZ3501|                                                           dddmmss.s |
 EZ3501| EZ3506 BUNCH                               APPROX. 2.7 KM 0143906.7 |
 EZ3501|---------------------------------------------------------------------|
 EZ3501
 EZ3501                          SUPERSEDED SURVEY CONTROL
 EZ3501
 EZ3501  NAD 83(1986)-  35 13 35.52209(N)    079 27 03.73406(W) AD(       ) 2
 EZ3501  NAD 27      -  35 13 34.95036(N)    079 27 04.62518(W) AD(       ) 2
 EZ3501  NGVD 29 (07/19/86)  116.4    (m)          382.     (f) VERT ANG    3  
 EZ3501
 EZ3501.Superseded values are not recommended for survey control.
 EZ3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3501.See file dsdata.txt to determine how the superseded data were derived.
 EZ3501
 EZ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4096199265(NAD 83)
 EZ3501_MARKER: DE = TRAVERSE STATION DISK
 EZ3501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3501_STAMPING: BEULAH 1972
 EZ3501_MARK LOGO: NCGS  
 EZ3501_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3501+STABILITY: SURFACE MOTION
 EZ3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3501+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 EZ3501
 EZ3501  HISTORY     - Date     Condition        Report By
 EZ3501  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3501  HISTORY     - 20041011 GOOD             NCGS
 EZ3501  HISTORY     - 20041011 GOOD             NCGS
 EZ3501  HISTORY     - 20060425 GOOD             GEOCAC
 EZ3501
 EZ3501                          STATION DESCRIPTION
 EZ3501
 EZ3501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3501'BEULAH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3501'VICINITY OF PINEHURST, NORTH CAROLINA.
 EZ3501'
 EZ3501'BEULAH IS LOCATED APPROXIMATELY 2.7 MILES NNE OF PINEHURST AND 5.0
 EZ3501'MILES NORTHWEST OF SOUTHERN PINES.  TO REACH STATION FROM THE US
 EZ3501'15-501 TRAFFIC CIRCLE EAST OF PINEHURST, PROCEED NORTH ALONG US
 EZ3501'15-01 FOR 1.80 MILES TO INTERSECTION WITH SR 1216 AND STATION ON THE
 EZ3501'LEFT IN THE NORTHWEST QUADRANT, APPROXIMATELY 150 FEET SOUTHWEST
 EZ3501'OF INTERSECTION OF SR 1844 (NE) AND APPROXIMATELY 125 FEET
 EZ3501'SOUTH OF DIRT DRIVE (NNW).
 EZ3501'
 EZ3501'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEULAH
 EZ3501'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3501'FLUSH WITH THE GROUND.
 EZ3501'
 EZ3501'MARK IS
 EZ3501'48.5 FEET WNW OF C/L OF US 15-501.
 EZ3501'29.4 FEET NNE OF C/L OF SR 1216.
 EZ3501'45.7 FEET NNE OF 4X4 STOP SIGN WITH ALUMINUM REF. TAG.
 EZ3501'33.0 FEET SE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3501'61.1 FEET S OF 4 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3501'11.0 FEET WNW OF CENTER OF N END OF CONCRETE DRAIN PIPE UNDER
 EZ3501'SR 1216.
 EZ3501
 EZ3501                          STATION RECOVERY (2004)
 EZ3501
 EZ3501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ3501'RECOVERED IN GOOD CONDITION WITH CORRECTIONS.
 EZ3501' 
 EZ3501'SR 1844 IS (CAMPGROUND ROAD), MARK IS 27.6 FT (8.4 M) NORTH-NORTHEAST
 EZ3501'OF CENTERLINE OF SR 1216 (JUNIPER ROAD).  THE 4X4 STOP SIGN, 4-IN AND
 EZ3501'5-IN PINES DO NOT HAVE REFERENCE TAGS.
 EZ3501
 EZ3501                          STATION RECOVERY (2004)
 EZ3501
 EZ3501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ3501'RECOVERED AS DESCRIBED.
 EZ3501
 EZ3501                          STATION RECOVERY (2006)
 EZ3501
 EZ3501'RECOVERY NOTE BY GEOCACHING 2006 (DP)
 EZ3501'MARKERS ARE FADED AND LOCATING DISC IN FUTURE MIGHT BE DIFFICULT DUE
 EZ3501'TO VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7919 ***********************************************************************
 AF7919  DESIGNATION -  BEULAH
 AF7919  PID         -  AF7919
 AF7919  STATE/COUNTY-  NC/POLK
 AF7919  USGS QUAD   -  PEA RIDGE (1982)
 AF7919
 AF7919                         *CURRENT SURVEY CONTROL
 AF7919  ___________________________________________________________________
 AF7919* NAD 83(2007)-  35 16 57.21166(N)    082 06 52.39747(W)     ADJUSTED  
 AF7919* NAVD 88     -       286.3    (meters)     939.     (feet)  GPS OBS   
 AF7919  ___________________________________________________________________
 AF7919  EPOCH DATE  -        2002.00
 AF7919  X           -     715,130.576 (meters)                     COMP
 AF7919  Y           -  -5,163,302.422 (meters)                     COMP
 AF7919  Z           -   3,663,648.211 (meters)                     COMP
 AF7919  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AF7919  ELLIP HEIGHT-         254.482 (meters)          (02/10/07) ADJUSTED
 AF7919  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AF7919
 AF7919  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF7919  Type    PID    Designation                      North   East  Ellip
 AF7919  -------------------------------------------------------------------
 AF7919  NETWORK AF7919 BEULAH                            0.55   0.45   1.47
 AF7919  -------------------------------------------------------------------
 AF7919
 AF7919.The horizontal coordinates were established by GPS observations
 AF7919.and adjusted by the National Geodetic Survey in February 2007.
 AF7919
 AF7919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF7919.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF7919.The horizontal coordinates are valid at the epoch date displayed above.
 AF7919.The epoch date for horizontal control is a decimal equivalence
 AF7919.of Year/Month/Day.
 AF7919
 AF7919.The orthometric height was determined by GPS observations and a
 AF7919.high-resolution geoid model.
 AF7919
 AF7919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7919
 AF7919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7919
 AF7919.The ellipsoidal height was determined by GPS observations
 AF7919.and is referenced to NAD 83.
 AF7919
 AF7919.The geoid height was determined by GEOID03.
 AF7919
 AF7919;                    North         East     Units Scale Factor Converg.
 AF7919;SPC NC       -   174,450.618   326,342.586   MT  0.99987274   -1 47 51.5
 AF7919;SPC NC       -   572,343.40  1,070,675.63   sFT  0.99987274   -1 47 51.5
 AF7919;UTM  17      - 3,904,947.955   398,643.737   MT  0.99972660   -0 38 37.8
 AF7919
 AF7919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7919!SPC NC       -   0.99996006  x   0.99987274  =   0.99983280
 AF7919!UTM  17      -   0.99996006  x   0.99972660  =   0.99968667
 AF7919
 AF7919                          SUPERSEDED SURVEY CONTROL
 AF7919
 AF7919  NAD 83(2001)-  35 16 57.21188(N)    082 06 52.39763(W) AD(       ) 1
 AF7919  ELLIP H (03/13/03)  254.468  (m)                       GP(       ) 4 2
 AF7919  NAD 83(1986)-  35 16 57.22394(N)    082 06 52.40192(W) AD(       ) 1
 AF7919
 AF7919.Superseded values are not recommended for survey control.
 AF7919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7919.See file dsdata.txt to determine how the superseded data were derived.
 AF7919
 AF7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9864404948(NAD 83)
 AF7919_MARKER: DH = HORIZONTAL CONTROL DISK
 AF7919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7919_SP_SET: CONCRETE MEDIAN SLAB
 AF7919_STAMPING: BEULAH 1985
 AF7919_MARK LOGO: NCGS  
 AF7919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7919+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AF7919
 AF7919  HISTORY     - Date     Condition        Report By
 AF7919  HISTORY     - 1985     MONUMENTED       NCGS
 AF7919  HISTORY     - 19960722 GOOD             NCGS
 AF7919  HISTORY     - 20050629 GOOD             NCDOT
 AF7919  HISTORY     - 20060925 GOOD             USPSQD
 AF7919
 AF7919                          STATION DESCRIPTION
 AF7919
 AF7919'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF7919'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST-SOUTHEAST OF MILL
 AF7919'SPRING, AND 8.2 KM (5.10 MI) NORTHEAST OF COLUMBUS, IN BEULAH. ALONG
 AF7919'NC 9 FOR 61 M (200.1 FT) NORTH OF THE FUTURE US 74 UNDERPASS, AT SOUTH
 AF7919'END OF CONCRETE MEDIAN. MARK IS LEVEL WITH NC 9. LOCATED 0.67 M (2.20
 AF7919'FT) NORTH OF METAL REFLECTOR POST, 19.2 M (63.0 FT) NORTHEAST OF NORTH
 AF7919'END OF GUARD RAIL, 54.71 M (179.49 FT) NORTH-NORTHWEST OF NORTHEAST
 AF7919'CORNER OF BRIDGE, AND 38.71 M (127.00 FT) SOUTH-SOUTHWEST OF POWER
 AF7919'POLE WITH A REFERENCE TAG.
 AF7919
 AF7919                          STATION RECOVERY (1996)
 AF7919
 AF7919'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AF7919'RECOVERED AS DESCRIBED.
 AF7919
 AF7919                          STATION RECOVERY (2005)
 AF7919
 AF7919'RECOVERY NOTE BY 
NC DOT 2005 (JIJ)
 AF7919'RECOVERED IN GOOD CONDITION.
 AF7919
 AF7919                          STATION RECOVERY (2006)
 AF7919
 AF7919'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 AF7919'7 FEET NORTH OF SOUTH END OF MEDIAN
 AF7919'NO REFLECTOR POST
 AF7919' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1773 ***********************************************************************
 AI1773  DESIGNATION -  BEULAH
 AI1773  PID         -  AI1773
 AI1773  STATE/COUNTY-  NC/RANDOLPH
 AI1773  USGS QUAD   -  BENNETT (1968)
 AI1773
 AI1773                         *CURRENT SURVEY CONTROL
 AI1773  ___________________________________________________________________
 AI1773* NAD 83(2007)-  35 31 05.92864(N)    079 34 00.84156(W)     ADJUSTED  
 AI1773* NAVD 88     -       157.4    (meters)     516.     (feet)  GPS OBS   
 AI1773  ___________________________________________________________________
 AI1773  EPOCH DATE  -        2002.00
 AI1773  X           -     941,171.312 (meters)                     COMP
 AI1773  Y           -  -5,111,406.710 (meters)                     COMP
 AI1773  Z           -   3,684,895.569 (meters)                     COMP
 AI1773  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AI1773  ELLIP HEIGHT-         126.673 (meters)          (02/10/07) ADJUSTED
 AI1773  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AI1773
 AI1773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1773  Type    PID    Designation                      North   East  Ellip
 AI1773  -------------------------------------------------------------------
 AI1773  NETWORK AI1773 BEULAH                            1.33   1.04   2.31
 AI1773  -------------------------------------------------------------------
 AI1773
 AI1773.The horizontal coordinates were established by GPS observations
 AI1773.and adjusted by the National Geodetic Survey in February 2007.
 AI1773
 AI1773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1773.The horizontal coordinates are valid at the epoch date displayed above.
 AI1773.The epoch date for horizontal control is a decimal equivalence
 AI1773.of Year/Month/Day.
 AI1773
 AI1773.The orthometric height was determined by GPS observations and a
 AI1773.high-resolution geoid model.
 AI1773
 AI1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1773
 AI1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1773
 AI1773.The ellipsoidal height was determined by GPS observations
 AI1773.and is referenced to NAD 83.
 AI1773
 AI1773.The geoid height was determined by GEOID03.
 AI1773
 AI1773;                    North         East     Units Scale Factor Converg.
 AI1773;SPC NC       -   196,306.782   558,184.642   MT  0.99988338   -0 19 37.9
 AI1773;SPC NC       -   644,049.83  1,831,310.78   sFT  0.99988338   -0 19 37.9
 AI1773;UTM  17      - 3,931,468.788   629,947.177   MT  0.99980809   +0 49 57.7
 AI1773
 AI1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1773!SPC NC       -   0.99998012  x   0.99988338  =   0.99986350
 AI1773!UTM  17      -   0.99998012  x   0.99980809  =   0.99978821
 AI1773
 AI1773                          SUPERSEDED SURVEY CONTROL
 AI1773
 AI1773  NAD 83(2001)-  35 31 05.92871(N)    079 34 00.84192(W) AD(       ) 1
 AI1773  ELLIP H (03/13/03)  126.692  (m)                       GP(       ) 4 2
 AI1773  NAD 83(1986)-  35 31 05.93526(N)    079 34 00.84977(W) AD(       ) 1
 AI1773
 AI1773.Superseded values are not recommended for survey control.
 AI1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1773.See file dsdata.txt to determine how the superseded data were derived.
 AI1773
 AI1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2994731469(NAD 83)
 AI1773_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1773_STAMPING: BEULAH 1989
 AI1773_MARK LOGO: NCGS  
 AI1773_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1773+STABILITY: SURFACE MOTION
 AI1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1773+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1773
 AI1773  HISTORY     - Date     Condition        Report By
 AI1773  HISTORY     - 1989     MONUMENTED       NCGS
 AI1773
 AI1773                          STATION DESCRIPTION
 AI1773
 AI1773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1773'STATION IS LOCATED APPROXIMATELY 5.73 KM (3.55 MI) SOUTH-SOUTHWEST OF
 AI1773'BENNETT AND 5.55 KM (3.45 MI) NORTHWEST OF HIGHFALLS, IN THE SOUTHEAST
 AI1773'CORNER OF THE COUNTY. PROCEED ALONG SR 1002 (HOWARDS MILL-BENNETT
 AI1773'ROAD) FOR 1.3 KM (0.80 MI) SOUTHWEST FROM NC 22-42 (IN BENNETT),
 AI1773'THENCE SOUTH ALONG SR 2877 (HOWARDS MILL ROAD) FOR 4.3 KM (2.65 MI) TO
 AI1773'SR 2938 (NUBY PURVIS ROAD), AND STATION IN THE EAST QUADRANT OF THE
 AI1773'INTERSECTION AND ON THE GROUNDS OF THE BEULAH BAPTIST CHURCH CEMETERY.
 AI1773'MARK IS ABOUT LEVEL WITH ROAD AND IS FLUSH WITH GROUND. LOCATED 6.43 M
 AI1773'(21.10 FT) SOUTHEAST OF THE CENTERLINE OF SR 2877, 20.37 M (66.83 FT)
 AI1773'NORTHEAST OF THE CENTERLINE OF SR 2938, 15.89 M (52.13 FT)
 AI1773'NORTH-NORTHEAST OF THE END OF A ROAD CULVERT, 42.20 M (138.45 FT) WEST
 AI1773'OF THE CENTER OF A WALK GATE TO CEMETERY, AND 14.71 M (48.26 FT)
 AI1773'EAST-SOUTHEAST OF A STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2267 ***********************************************************************
 AI2267  DESIGNATION -  BEULAH
 AI2267  PID         -  AI2267
 AI2267  STATE/COUNTY-  NC/GUILFORD
 AI2267  USGS QUAD   -  KIMESVILLE (1982)
 AI2267
 AI2267                         *CURRENT SURVEY CONTROL
 AI2267  ___________________________________________________________________
 AI2267* NAD 83(2007)-  35 56 16.30939(N)    079 34 55.13852(W)     ADJUSTED  
 AI2267* NAVD 88     -       214.1    (meters)     702.     (feet)  GPS OBS   
 AI2267  ___________________________________________________________________
 AI2267  EPOCH DATE  -        2002.00
 AI2267  X           -     934,918.611 (meters)                     COMP
 AI2267  Y           -  -5,084,964.623 (meters)                     COMP
 AI2267  Z           -   3,722,719.564 (meters)                     COMP
 AI2267  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AI2267  ELLIP HEIGHT-         183.824 (meters)          (02/10/07) ADJUSTED
 AI2267  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AI2267
 AI2267  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2267  Type    PID    Designation                      North   East  Ellip
 AI2267  -------------------------------------------------------------------
 AI2267  NETWORK AI2267 BEULAH                            1.98   2.31   3.10
 AI2267  -------------------------------------------------------------------
 AI2267
 AI2267.The horizontal coordinates were established by GPS observations
 AI2267.and adjusted by the National Geodetic Survey in February 2007.
 AI2267
 AI2267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2267.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2267.The horizontal coordinates are valid at the epoch date displayed above.
 AI2267.The epoch date for horizontal control is a decimal equivalence
 AI2267.of Year/Month/Day.
 AI2267
 AI2267.The orthometric height was determined by GPS observations and a
 AI2267.high-resolution geoid model.
 AI2267
 AI2267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2267
 AI2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2267
 AI2267.The ellipsoidal height was determined by GPS observations
 AI2267.and is referenced to NAD 83.
 AI2267
 AI2267.The geoid height was determined by GEOID03.
 AI2267
 AI2267;                    North         East     Units Scale Factor Converg.
 AI2267;SPC NC       -   242,860.437   557,089.593   MT  0.99994417   -0 20 09.3
 AI2267;SPC NC       -   796,784.62  1,827,718.11   sFT  0.99994417   -0 20 09.3
 AI2267;UTM  17      - 3,977,985.727   627,906.787   MT  0.99980159   +0 49 56.5
 AI2267
 AI2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2267!SPC NC       -   0.99997115  x   0.99994417  =   0.99991532
 AI2267!UTM  17      -   0.99997115  x   0.99980159  =   0.99977275
 AI2267
 AI2267                          SUPERSEDED SURVEY CONTROL
 AI2267
 AI2267  NAD 83(2001)-  35 56 16.30952(N)    079 34 55.13839(W) AD(       ) 1
 AI2267  ELLIP H (03/13/03)  183.827  (m)                       GP(       ) 4 2
 AI2267  NAD 83(1986)-  35 56 16.31386(N)    079 34 55.14431(W) AD(       ) 1
 AI2267
 AI2267.Superseded values are not recommended for survey control.
 AI2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2267.See file dsdata.txt to determine how the superseded data were derived.
 AI2267
 AI2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2790777986(NAD 83)
 AI2267_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2267_STAMPING: BEULAH 1991
 AI2267_MARK LOGO: NCGS  
 AI2267_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2267+STABILITY: SURFACE MOTION
 AI2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2267+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2267
 AI2267  HISTORY     - Date     Condition        Report By
 AI2267  HISTORY     - 1991     MONUMENTED       NCGS
 AI2267
 AI2267                          STATION DESCRIPTION
 AI2267
 AI2267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2267'STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF GREENSBORO,
 AI2267'AND 2.3 MI (3.7 KM) WEST-SOUTHWEST OF KIMESVILLE. ALONG SR 3343 (COBLE
 AI2267'CHURCH ROAD) FOR 2.25 MI (3.62 KM) EAST FROM NC 62 TO SR 3352 (BEULAH
 AI2267'CHURCH ROAD), ON NORTH SIDE OF THE JUNCTION IN CHURCH YARD OF--BEULAH
 AI2267'UNITED CHURCH OF CHRIST--. MARK IS 1 FOOT (0.3 M) HIGHER THAN ROAD AND
 AI2267'RECESSED 1 INCH BELOW GROUND. LOCATED 31.5 FT (9.6 M) WEST OF THE
 AI2267'CENTERLINE OF ROAD, 155.0 FT (47.2 M) NORTH OF THE CENTERLINE OF THE
 AI2267'T-INTERSECTION, 42.5 FT (13.0 M) SOUTH-SOUTHWEST OF THE SOUTH END OF
 AI2267'GRAVEL CHURCH DRIVE CULVERT, 64.0 FT (19.5 M) SOUTH OF THE BRICK
 AI2267'CHURCH SIGN, 38.3 FT (11.7 M) EAST-NORTHEAST OF A CONCRETE WELL COVER,
 AI2267'AND 129.3 FT (39.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
 AI2267'FELLOWSHIP HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE5413 ***********************************************************************
 DE5413  HT_MOD      -  This is a Height Modernization Survey Station.
 DE5413  DESIGNATION -  BEULAH
 DE5413  PID         -  DE5413
 DE5413  STATE/COUNTY-  NC/JOHNSTON
 DE5413  USGS QUAD   -  KENLY WEST (1978)
 DE5413
 DE5413                         *CURRENT SURVEY CONTROL
 DE5413  ___________________________________________________________________
 DE5413* NAD 83(2007)-  35 35 02.57184(N)    078 12 34.51640(W)     ADJUSTED  
 DE5413* NAVD 88     -        56.35   (meters)     184.9    (feet)  GPS OBS   
 DE5413  ___________________________________________________________________
 DE5413  EPOCH DATE  -        2002.00
 DE5413  X           -   1,061,099.052 (meters)                     COMP
 DE5413  Y           -  -5,083,444.144 (meters)                     COMP
 DE5413  Z           -   3,690,768.505 (meters)                     COMP
 DE5413  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DE5413  ELLIP HEIGHT-          21.927 (meters)          (02/10/07) ADJUSTED
 DE5413  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DE5413
 DE5413  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5413  Type    PID    Designation                      North   East  Ellip
 DE5413  -------------------------------------------------------------------
 DE5413  NETWORK DE5413 BEULAH                            1.10   0.96   1.94
 DE5413  -------------------------------------------------------------------
 DE5413
 DE5413.The horizontal coordinates were established by GPS observations
 DE5413.and adjusted by the National Geodetic Survey in February 2007.
 DE5413
 DE5413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5413.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5413.The horizontal coordinates are valid at the epoch date displayed above.
 DE5413.The epoch date for horizontal control is a decimal equivalence
 DE5413.of Year/Month/Day.
 DE5413
 DE5413.The orthometric height was determined by GPS observations and a
 DE5413.high-resolution geoid model.
 DE5413.The orthometric height was determined by GPS observations and a
 DE5413.high-resolution geoid model using precise GPS observation and
 DE5413.processing techniques.
 DE5413
 DE5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5413
 DE5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5413
 DE5413.The ellipsoidal height was determined by GPS observations
 DE5413.and is referenced to NAD 83.
 DE5413
 DE5413.The geoid height was determined by GEOID03.
 DE5413
 DE5413;                    North         East     Units Scale Factor Converg.
 DE5413;SPC NC       -   203,737.568   681,231.366   MT  0.99988936   +0 27 22.3
 DE5413;SPC NC       -   668,429.00  2,235,006.57   sFT  0.99988936   +0 27 22.3
 DE5413;UTM  17      - 3,941,399.198   752,839.764   MT  1.00038786   +1 37 28.5
 DE5413
 DE5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5413!SPC NC       -   0.99999656  x   0.99988936  =   0.99988592
 DE5413!UTM  17      -   0.99999656  x   1.00038786  =   1.00038442
 DE5413
 DE5413:                Primary Azimuth Mark                     Grid Az
 DE5413:SPC NC       -  BUTTS                                    169 21 08.6
 DE5413:UTM  17      -  BUTTS                                    168 11 02.4
 DE5413
 DE5413|---------------------------------------------------------------------|
 DE5413| PID    Reference Object                     Distance      Geod. Az  |
 DE5413|                                                           dddmmss.s |
 DE5413| DE5412 BUTTS                               480.856 METERS 1694830.9 |
 DE5413|---------------------------------------------------------------------|
 DE5413
 DE5413                          SUPERSEDED SURVEY CONTROL
 DE5413
 DE5413  NAD 83(2001)-  35 35 02.57205(N)    078 12 34.51629(W) AD(       ) 1
 DE5413  ELLIP H (03/13/03)   21.922  (m)                       GP(       ) 4 2
 DE5413  NAD 83(1986)-  35 35 02.57833(N)    078 12 34.52548(W) AD(       ) 1
 DE5413
 DE5413.Superseded values are not recommended for survey control.
 DE5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5413.See file dsdata.txt to determine how the superseded data were derived.
 DE5413
 DE5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5284041399(NAD 83)
 DE5413_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE5413_SP_SET: CONCRETE TELEPHONE EQUIP PAD
 DE5413_STAMPING: BEULAH 2001
 DE5413_MARK LOGO: NCGS  
 DE5413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5413+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5413
 DE5413  HISTORY     - Date     Condition        Report By
 DE5413  HISTORY     - 2001     MONUMENTED       NCGS
 DE5413
 DE5413                          STATION DESCRIPTION
 DE5413
 DE5413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE5413'STATION IS LOCATED 9.2 MI (14.8 KM) NORTHEAST OF SMITHFIELD AND 1.5 MI
 DE5413'(2.4 KM) MICRO.
 DE5413'TO REACH THE STATION SR 2130 (MICRO RD) FOR 1.5 MI (2.4 KM) NORTH FROM
 DE5413'US 301 IN MICRO TO SR 1934 (OLD BEULAH RD) AND THE STATION, IN THE
 DE5413'SOUTHEAST QUADRANT, IN THE NORTHWEST CORNER OF A 12 BY 14-FOOT
 DE5413'CONCRETE TELEPHONE EQUIPMENT PAD.
 DE5413'MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN SR 1934 AND SET FLUSH WITH
 DE5413'THE GROUND. LOCATED 129.5 FT (39.5 M) EAST-NORTHEAST OF THE CENTERLINE
 DE5413'OF SR 2130, 41.4 FT (12.6 M) SOUTH-SOUTHEAST OF SR 1934, 12.3 FT (3.7
 DE5413'M) EAST-SOUTHEAST OF A LIGHT POLE, 9.8 FT (3.0 M) EAST-SOUTHEAST OF A
 DE5413'WATER METER AND 1.0 FT (0.3 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER
 DE5413'OF PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1774 ***********************************************************************
 AI1774  DESIGNATION -  BEULAH AZ MK
 AI1774  PID         -  AI1774
 AI1774  STATE/COUNTY-  NC/RANDOLPH
 AI1774  USGS QUAD   -  BENNETT (1968)
 AI1774
 AI1774                         *CURRENT SURVEY CONTROL
 AI1774  ___________________________________________________________________
 AI1774* NAD 83(2001)-  35 30 42.69766(N)    079 33 40.46325(W)     ADJUSTED  
 AI1774* NAVD 88     -       141.8    (meters)     465.     (feet)  VERT ANG  
 AI1774  ___________________________________________________________________
 AI1774  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AI1774  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 AI1774  HORZ ORDER  -  SECOND
 AI1774
 AI1774.The horizontal coordinates were established by classical geodetic methods
 AI1774.and adjusted by the National Geodetic Survey in August 2005.
 AI1774
 AI1774.The orthometric height was determined by vertical angle observations.
 AI1774
 AI1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1774
 AI1774.The geoid height was determined by GEOID03.
 AI1774
 AI1774;                    North         East     Units Scale Factor Converg.
 AI1774;SPC NC       -   195,587.994   558,693.997   MT  0.99988286   -0 19 26.2
 AI1774;SPC NC       -   641,691.61  1,832,981.89   sFT  0.99988286   -0 19 26.2
 AI1774;UTM  17      - 3,930,760.510   630,470.937   MT  0.99980977   +0 50 09.1
 AI1774
 AI1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1774!SPC NC       -   0.99998257  x   0.99988286  =   0.99986543
 AI1774!UTM  17      -   0.99998257  x   0.99980977  =   0.99979234
 AI1774
 AI1774                          SUPERSEDED SURVEY CONTROL
 AI1774
 AI1774  NAD 83(1986)-  35 30 42.70423(N)    079 33 40.47109(W) AD(       ) 2
 AI1774
 AI1774.Superseded values are not recommended for survey control.
 AI1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1774.See file dsdata.txt to determine how the superseded data were derived.
 AI1774
 AI1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3047130761(NAD 83)
 AI1774_MARKER: DZ = AZIMUTH MARK DISK
 AI1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1774_STAMPING: BEULAH 1989
 AI1774_MARK LOGO: NCGS  
 AI1774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1774+STABILITY: SURFACE MOTION
 AI1774
 AI1774  HISTORY     - Date     Condition        Report By
 AI1774  HISTORY     - 1989     MONUMENTED       NCGS
 AI1774
 AI1774                          STATION DESCRIPTION
 AI1774
 AI1774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1774'STATION IS LOCATED APPROXIMATELY 4.69 KM (2.90 MI) NORTHWEST OF
 AI1774'HIGHFALLS AND 8.91 KM (5.55 MI) NORTH-NORTHEAST OF ROBBINS. PROCEED
 AI1774'ALONG SR 1002 (HOWARDS MILL ROAD-BENNETT ROAD) FOR 1.3 KM (0.80 MI) KM
 AI1774'SOUTHWEST FROM NC 22-NC 42, THENCE 4.3 KM (2.65 MI) SOUTH ALONG SR
 AI1774'2877 (HOWARDS MILL ROAD), THENCE ALONG SR 2938 (NUBY PURVIS ROAD) FOR
 AI1774'0.87 KM (0.55 MI) TO STATION IN A CURVE (0.25 MI SOUTHEAST OF THE
 AI1774'MOORE-RANDOLPH COUNTY LINE). MARK IS ABOUT LEVEL WITH ROAD AND IS
 AI1774'RECESSED 1 INCH BELOW GROUND. LOCATED 6.05 M (19.85 FT) SOUTHWEST OF
 AI1774'CENTERLINE OF ROAD, 42.60 M (139.76 FT) SOUTH-SOUTHWEST OF THE
 AI1774'SOUTHWEST BRICK PORCH COLUMN--AND 23.52 M (77.17 FT) NORTHWEST OF A
 AI1774'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH TRANSFORMER, 33.45 M
 AI1774'(109.74 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL BESIDE A BRACE
 AI1774'POLE, 1.49 M (4.89 FT) NORTHEAST OF A POLE--ALL WITH REFERENCE TAGS.
 AI1774'BEULAH BAPTIST CHURCH CROSS IS VISIBLE FROM THE STATION AND THE GRID
 AI1774'AZIMUTH IS--324-27-29.65.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0978 ***********************************************************************
 EA0978  DESIGNATION -  BEULAVILLE
 EA0978  PID         -  EA0978
 EA0978  STATE/COUNTY-  NC/DUPLIN
 EA0978  USGS QUAD   -  BEULAVILLE (1981)
 EA0978
 EA0978                         *CURRENT SURVEY CONTROL
 EA0978  ___________________________________________________________________
 EA0978* NAD 83(2001)-  34 55 25.71024(N)    077 46 24.57608(W)     ADJUSTED  
 EA0978* NAVD 88     -        26.038  (meters)      85.43   (feet)  ADJUSTED  
 EA0978  ___________________________________________________________________
 EA0978  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EA0978  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 EA0978  DYNAMIC HT  -          26.014 (meters)      85.35  (feet)  COMP
 EA0978  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 EA0978
 EA0978  HORZ ORDER  -  SECOND
 EA0978  VERT ORDER  -  SECOND    CLASS I
 EA0978
 EA0978.The horizontal coordinates were established by classical geodetic methods
 EA0978.and adjusted by the National Geodetic Survey in August 2005.
 EA0978
 EA0978.The orthometric height was determined by differential leveling
 EA0978.and adjusted in June 1991.
 EA0978
 EA0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0978
 EA0978.The geoid height was determined by GEOID03.
 EA0978
 EA0978.The dynamic height is computed by dividing the NAVD 88
 EA0978.geopotential number by the normal gravity value computed on the
 EA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0978.degrees latitude (g = 980.6199 gals.).
 EA0978
 EA0978.The modeled gravity was interpolated from observed gravity values.
 EA0978
 EA0978;                    North         East     Units Scale Factor Converg.
 EA0978;SPC NC       -   130,903.154   721,655.148   MT  0.99988888   +0 42 28.5
 EA0978;SPC NC       -   429,471.43  2,367,630.26   sFT  0.99988888   +0 42 28.5
 EA0978;UTM  18      - 3,868,105.879   246,645.406   MT  1.00039119   -1 35 19.1
 EA0978
 EA0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0978!SPC NC       -   1.00000161  x   0.99988888  =   0.99989049
 EA0978!UTM  18      -   1.00000161  x   1.00039119  =   1.00039280
 EA0978
 EA0978|---------------------------------------------------------------------|
 EA0978| PID    Reference Object                     Distance      Geod. Az  |
 EA0978|                                                           dddmmss.s |
 EA0978| EA2985 HENRY                               221.367 METERS 00839     |
 EA0978| EA1110 TURNER                              APPROX. 0.6 KM 1942634.5 |
 EA0978| EA1148 JOHNSON                             APPROX. 0.8 KM 2810142.0 |
 EA0978|---------------------------------------------------------------------|
 EA0978
 EA0978                          SUPERSEDED SURVEY CONTROL
 EA0978
 EA0978  NAD 83(1986)-  34 55 25.71898(N)    077 46 24.58778(W) AD(       ) 2
 EA0978  NAD 27      -  34 55 25.12578(N)    077 46 25.67999(W) AD(       ) 2
 EA0978  NGVD 29 (??/??/92)   26.329  (m)           86.38   (f) ADJ UNCH    2 1
 EA0978
 EA0978.Superseded values are not recommended for survey control.
 EA0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0978.See file dsdata.txt to determine how the superseded data were derived.
 EA0978
 EA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4664568106(NAD 83)
 EA0978_MARKER: DE = TRAVERSE STATION DISK
 EA0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0978_SP_SET: CONCRETE POST
 EA0978_STAMPING: BEULAVILLE 1974
 EA0978_MARK LOGO: NCGS  
 EA0978_PROJECTION: FLUSH
 EA0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0978+STABILITY: SURFACE MOTION
 EA0978
 EA0978  HISTORY     - Date     Condition        Report By
 EA0978  HISTORY     - 1974     MONUMENTED       NCGS
 EA0978  HISTORY     - 1976     GOOD             NCGS
 EA0978  HISTORY     - 1977     GOOD             NCGS
 EA0978  HISTORY     - 20070416 MARK NOT FOUND   NGS
 EA0978
 EA0978                          STATION DESCRIPTION
 EA0978
 EA0978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0978'BEULAVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0978'IN THE VICINITY OF BEULAVILLE, NORTH CAROLINA.
 EA0978'
 EA0978'BEULAVILLE IS LOCATED IN BEULAVILLE.  STATION IS LOCATED
 EA0978'DOWNTOWN IN NE QUADRANT OF INTERSECTION OF NC 24 (MAIN STREET)
 EA0978'WITH NC 41 (JACKSON STREET).
 EA0978'
 EA0978'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0978'BEULAVILLE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0978'WHICH IS FLUSH WITH THE GROUND.
 EA0978'
 EA0978'MARK IS 41.4 FT N OF C/L OF NC 24
 EA0978'
 EA0978'28.1 FT E OF C/L OF NC 41
 EA0978'
 EA0978'7.3 FT NW OF PP WITH ALUMINUM REF. TAG
 EA0978'
 EA0978'2.6 FT S OF STREET SIGN POST
 EA0978'
 EA0978'22.9 FT NW OF ROAD DIRECTION SIGN POST WITH ALUMINUM REF. TAG
 EA0978'
 EA0978'59.1 FT S OF PP WITH ALUMINUM REF. TAG
 EA0978
 EA0978                          STATION RECOVERY (1976)
 EA0978
 EA0978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA0978'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EA0978
 EA0978                          STATION RECOVERY (1977)
 EA0978
 EA0978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA0978'IN BEULAVILLE.
 EA0978'STATION IS LOCATED DOWNTOWN IN NE QUADRANT OF INTERSECTION OF NC 24
 EA0978'MAIN STREET WITH NC 41 JACKSON STREET, 41.4 FT. NORTH OF C/L OF NC 24,
 EA0978'28.1 FT. EAST OF C/L OF NC 41, 7.3 FT. NW OF PP WITH ALUMINUM REF.
 EA0978'TAG, 2.6 FT. SOUTH OF STREET SIGN POST, 22.9 FT. NW OF ROAD DIRECTION
 EA0978'SIGN POST WITH ALUMINUM REF. TAG, AND 59.1 FT. SOUTH OF PP WITH
 EA0978'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH
 EA0978'WITH THE SURFACE OF THE GROUND.
 EA0978
 EA0978                          STATION RECOVERY (2007)
 EA0978
 EA0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 EA0978'ROAD MAY HAVE BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3790 ***********************************************************************
 EB3790  DESIGNATION -  BEVERAGE
 EB3790  PID         -  EB3790
 EB3790  STATE/COUNTY-  NC/COLUMBUS
 EB3790  USGS QUAD   -  CHADBOURN (1986)
 EB3790
 EB3790                         *CURRENT SURVEY CONTROL
 EB3790  ___________________________________________________________________
 EB3790* NAD 83(2001)-  34 19 55.99914(N)    078 49 35.07769(W)     ADJUSTED  
 EB3790* NAVD 88     -        31.7    (meters)     104.     (feet)  VERTCON   
 EB3790  ___________________________________________________________________
 EB3790  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EB3790  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EB3790  HORZ ORDER  -  SECOND
 EB3790
 EB3790.The horizontal coordinates were established by classical geodetic methods
 EB3790.and adjusted by the National Geodetic Survey in August 2005.
 EB3790
 EB3790.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3790
 EB3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3790
 EB3790.The geoid height was determined by GEOID03.
 EB3790
 EB3790;                    North         East     Units Scale Factor Converg.
 EB3790;SPC NC       -    64,602.179   625,575.546   MT  1.00000031   +0 06 00.7
 EB3790;SPC NC       -   211,948.98  2,052,409.10   sFT  1.00000031   +0 06 00.7
 EB3790;UTM  17      - 3,801,132.836   699,959.069   MT  1.00009288   +1 13 34.6
 EB3790
 EB3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3790!SPC NC       -   1.00000040  x   1.00000031  =   1.00000071
 EB3790!UTM  17      -   1.00000040  x   1.00009288  =   1.00009328
 EB3790
 EB3790                          SUPERSEDED SURVEY CONTROL
 EB3790
 EB3790  NAD 83(1986)-  34 19 55.99894(N)    078 49 35.08179(W) AD(       ) 2
 EB3790  NGVD 29 (04/22/91)   32.0    (m)          105.     (f) VERT ANG    3  
 EB3790
 EB3790.Superseded values are not recommended for survey control.
 EB3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3790.See file dsdata.txt to determine how the superseded data were derived.
 EB3790
 EB3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9995901133(NAD 83)
 EB3790_MARKER: DE = TRAVERSE STATION DISK
 EB3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3790_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3790+STABILITY: SURFACE MOTION
 EB3790
 EB3790  HISTORY     - Date     Condition        Report By
 EB3790  HISTORY     - 1977     MONUMENTED       NCGS
 EB3790  HISTORY     - 1987     GOOD             USPSQD
 EB3790
 EB3790                          STATION DESCRIPTION
 EB3790
 EB3790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3790'THE STATION IS LOCATED IN CHADBOURN AND 0.3 MILE NORTH OF
 EB3790'POST OFFICE, AT THE INTERSECTION OF NC 410 BROWN STREET WITH
 EB3790'STRAWBERRY BLVD. (US 74 AND US 76 BUSINESS) AND IN THE NORTHEAST
 EB3790'SECTION OF INTERSECTION.
 EB3790'
 EB3790'STATION MARK IS A STANDARD DISK STAMPED---BEVERAGE 1977---SET IN THE
 EB3790'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EB3790'THE MARK IS 23.2 FEET EAST OF CENTERLINE OF NC 410, 98.4 FEET NORTH OF
 EB3790'POWER POLE WITH TRAFFIC LIGHT SWITCH WITH REFERENCE TAG, 25.3 FEET
 EB3790'WEST OF 26 INCH PECAN WITH REFERENCE TAG, 81.4 FEET NORTHWEST OF 30
 EB3790'INCH PECAN WITH REFERENCE TAG, 2.0 FEET SOUTHEAST OF NORTH END OF A
 EB3790'CURB, 139.2 FEET SOUTH OF NORTH END AND 77.7 FEET NORTH-NORTHEAST OF
 EB3790'SOUTH END OF TRAFFIC ISLAND IN NC 410.
 EB3790
 EB3790                          STATION RECOVERY (1987)
 EB3790
 EB3790'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 EB3790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3177 ***********************************************************************
 FB3177  DESIGNATION -  BEVERLY
 FB3177  PID         -  FB3177
 FB3177  STATE/COUNTY-  NC/BUNCOMBE
 FB3177  USGS QUAD   -  ASHEVILLE (1991)
 FB3177
 FB3177                         *CURRENT SURVEY CONTROL
 FB3177  ___________________________________________________________________
 FB3177* NAD 83(2007)-  35 35 11.33832(N)    082 30 23.06541(W)     ADJUSTED  
 FB3177* NAVD 88     -       670.641  (meters)    2200.26   (feet)  ADJUSTED  
 FB3177  ___________________________________________________________________
 FB3177  EPOCH DATE  -        2002.00
 FB3177  X           -     677,292.991 (meters)                     COMP
 FB3177  Y           -  -5,149,000.268 (meters)                     COMP
 FB3177  Z           -   3,691,348.344 (meters)                     COMP
 FB3177  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FB3177  ELLIP HEIGHT-         640.752 (meters)          (02/10/07) ADJUSTED
 FB3177  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB3177  DYNAMIC HT  -         669.960 (meters)    2198.03  (feet)  COMP
 FB3177
 FB3177  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3177  Type    PID    Designation                      North   East  Ellip
 FB3177  -------------------------------------------------------------------
 FB3177  NETWORK FB3177 BEVERLY                           0.37   0.29   0.49
 FB3177  -------------------------------------------------------------------
 FB3177  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FB3177
 FB3177  VERT ORDER  -  SECOND    CLASS I
 FB3177
 FB3177.The horizontal coordinates were established by GPS observations
 FB3177.and adjusted by the National Geodetic Survey in February 2007.
 FB3177
 FB3177.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3177.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3177.The horizontal coordinates are valid at the epoch date displayed above.
 FB3177.The epoch date for horizontal control is a decimal equivalence
 FB3177.of Year/Month/Day.
 FB3177
 FB3177.The orthometric height was determined by differential leveling
 FB3177.and adjusted in July 1998.
 FB3177
 FB3177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3177
 FB3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3177
 FB3177.The ellipsoidal height was determined by GPS observations
 FB3177.and is referenced to NAD 83.
 FB3177
 FB3177.The geoid height was determined by GEOID03.
 FB3177
 FB3177.The dynamic height is computed by dividing the NAVD 88
 FB3177.geopotential number by the normal gravity value computed on the
 FB3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3177.degrees latitude (g = 980.6199 gals.).
 FB3177
 FB3177.The modeled gravity was interpolated from observed gravity values.
 FB3177
 FB3177;                    North         East     Units Scale Factor Converg.
 FB3177;SPC NC       -   209,333.864   291,909.555   MT  0.99988960   -2 01 25.7
 FB3177;SPC NC       -   686,789.52    957,706.60   sFT  0.99988960   -2 01 25.7
 FB3177;UTM  17      - 3,939,129.147   363,520.750   MT  0.99982954   -0 52 36.3
 FB3177
 FB3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3177!SPC NC       -   0.99989944  x   0.99988960  =   0.99978905
 FB3177!UTM  17      -   0.99989944  x   0.99982954  =   0.99972900
 FB3177
 FB3177|---------------------------------------------------------------------|
 FB3177| PID    Reference Object                     Distance      Geod. Az  |
 FB3177|                                                           dddmmss.s |
 FB3177| FB3195 SHELL                               312.500 METERS 07649     |
 FB3177| FB3179 CERAMIC                             APPROX. 0.6 KM 2735351.0 |
 FB3177|---------------------------------------------------------------------|
 FB3177
 FB3177                          SUPERSEDED SURVEY CONTROL
 FB3177
 FB3177  NAD 83(2001)-  35 35 11.33836(N)    082 30 23.06544(W) AD(       ) 1
 FB3177  ELLIP H (03/13/03)  640.758  (m)                       GP(       ) 4 2
 FB3177  NAD 83(1995)-  35 35 11.34005(N)    082 30 23.06545(W) AD(       ) 1
 FB3177  NAD 83(1986)-  35 35 11.34513(N)    082 30 23.06596(W) AD(       ) 1
 FB3177  NAD 83(1986)-  35 35 11.34492(N)    082 30 23.06479(W) AD(       ) 2
 FB3177  NAD 27      -  35 35 10.94306(N)    082 30 23.60946(W) AD(       ) 2
 FB3177  NAVD 88 (11/20/98)  670.64   (m)         2200.3    (f) LEVELING    3  
 FB3177  NGVD 29 (07/19/86)  670.4    (m)         2199.     (f) VERT ANG    3  
 FB3177
 FB3177.Superseded values are not recommended for survey control.
 FB3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3177.See file dsdata.txt to determine how the superseded data were derived.
 FB3177
 FB3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6352139129(NAD 83)
 FB3177_MARKER: DE = TRAVERSE STATION DISK
 FB3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3177_STAMPING: BEVERLY 1967
 FB3177_MARK LOGO: NCGS  
 FB3177_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3177+STABILITY: SURFACE MOTION
 FB3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3177+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1998
 FB3177
 FB3177  HISTORY     - Date     Condition        Report By
 FB3177  HISTORY     - 1967     MONUMENTED       NCGS
 FB3177  HISTORY     - 1980     GOOD             NCGS
 FB3177  HISTORY     - 19980226 GOOD             NCGS
 FB3177
 FB3177                          STATION DESCRIPTION
 FB3177
 FB3177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3177'BEVERLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3177'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3177'
 FB3177'BEVERLY IS LOCATED APPROXIMATELY 2.6 MILES ESE OF THE CENTER OF
 FB3177'ASHEVILLE. TO REACH STATION PROCEED FROM THE DIVISION OF
 FB3177'US 70 AND US 74, GO NORTHEASTERLY ON US 70 FOR 1.2 MILES TO STATION,
 FB3177'WHICH IS LOCATED IN NORTH SIDE OF GRASSY TRAFFIC ISLAND, IN
 FB3177'FRONT OF BEVERLY HILLS BARBER SHOP, ON S SIDE OF US 70.
 FB3177'
 FB3177'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BEVERLY
 FB3177'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB3177'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FB3177'
 FB3177'MARK IS
 FB3177'2.7 FEET S OF CURB
 FB3177'ON N SIDE OF US 70,
 FB3177'48.1 FEET ENE OF PP ON S SIDE OF US
 FB3177'70, WITH ALUMINUM REF. TAG,
 FB3177'66.3 FEET E OF ARCO RD. SIGN POST,
 FB3177'26.5 FEET NNW OF CENTER OF WATER METER COVER,
 FB3177'33.4 FEET NNW OF
 FB3177'NE CORNER OF BUILDING 809,
 FB3177'82.4 FEET NW OF SERVICE POLE SOUTH
 FB3177'OF US 70, WITH ALUMINUM REF. TAG.
 FB3177
 FB3177                          STATION RECOVERY (1980)
 FB3177
 FB3177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3177'THE STATION WAS RECOVERED AT THIS DATE.
 FB3177'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3177'
 FB3177'SET BY NCGS IN 1967.
 FB3177
 FB3177                          STATION RECOVERY (1998)
 FB3177
 FB3177'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB3177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3956 ***********************************************************************
 AH3956  DESIGNATION -  BEVERLY
 AH3956  PID         -  AH3956
 AH3956  STATE/COUNTY-  NC/SURRY
 AH3956  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3956
 AH3956                         *CURRENT SURVEY CONTROL
 AH3956  ___________________________________________________________________
 AH3956* NAD 83(2001)-  36 28 24.08772(N)    080 34 50.04149(W)     ADJUSTED  
 AH3956* NAVD 88     -       369.281  (meters)    1211.55   (feet)  ADJUSTED  
 AH3956  ___________________________________________________________________
 AH3956  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AH3956  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AH3956  DYNAMIC HT  -         368.940 (meters)    1210.43  (feet)  COMP
 AH3956  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 AH3956
 AH3956  HORZ ORDER  -  SECOND
 AH3956  VERT ORDER  -  SECOND    CLASS II
 AH3956
 AH3956.The horizontal coordinates were established by classical geodetic methods
 AH3956.and adjusted by the National Geodetic Survey in August 2005.
 AH3956
 AH3956.The orthometric height was determined by differential leveling
 AH3956.and adjusted in July 1999.
 AH3956
 AH3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3956
 AH3956.The geoid height was determined by GEOID03.
 AH3956
 AH3956.The dynamic height is computed by dividing the NAVD 88
 AH3956.geopotential number by the normal gravity value computed on the
 AH3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3956.degrees latitude (g = 980.6199 gals.).
 AH3956
 AH3956.The modeled gravity was interpolated from observed gravity values.
 AH3956
 AH3956;                    North         East     Units Scale Factor Converg.
 AH3956;SPC NC       -   303,255.090   467,939.792   MT  1.00010005   -0 54 44.1
 AH3956;SPC NC       -   994,929.41  1,535,232.47   sFT  1.00010005   -0 54 44.1
 AH3956;UTM  17      - 4,036,534.579   537,575.390   MT  0.99961739   +0 14 57.6
 AH3956
 AH3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3956!SPC NC       -   0.99994727  x   1.00010005  =   1.00004731
 AH3956!UTM  17      -   0.99994727  x   0.99961739  =   0.99956468
 AH3956
 AH3956                          SUPERSEDED SURVEY CONTROL
 AH3956
 AH3956  NAD 83(1986)-  36 28 24.09545(N)    080 34 50.04976(W) AD(       ) 2
 AH3956  NGVD 29 (12/22/97)  369.8    (m)         1213.     (f) VERT ANG    3  
 AH3956
 AH3956.Superseded values are not recommended for survey control.
 AH3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3956.See file dsdata.txt to determine how the superseded data were derived.
 AH3956
 AH3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3757536535(NAD 83)
 AH3956_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3956_STAMPING: BEVERLY 1986
 AH3956_MARK LOGO: NCGS  
 AH3956_PROJECTION: FLUSH
 AH3956_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3956+STABILITY: SURFACE MOTION
 AH3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3956+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 AH3956
 AH3956  HISTORY     - Date     Condition        Report By
 AH3956  HISTORY     - 1986     MONUMENTED       NCGS
 AH3956  HISTORY     - 19970515 GOOD             NCGS
 AH3956
 AH3956                          STATION DESCRIPTION
 AH3956
 AH3956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3956'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF MT. AIRY. ALONG
 AH3956'US 52 FOR 0.7 KM (0.45 MI) NORTHWEST FROM US 52 BUS., OR 0.4 KM (0.25
 AH3956'MI) SOUTHEAST OF SR 1772 CROSSROADS, ON TOP OF HIGH CUT BANK
 AH3956'ADJOINING--NEIGHBORS CONVENIENT STORE--, IN EASTERNMOST CORNER OF--EVA
 AH3956'BEVERLYS--YARD. MARK IS FLUSH WITH GROUND AND ABOUT 33-FEET HIGHER
 AH3956'THAN THE HIGHWAY. LOCATED 27.7 M (90.9 FT) (SLOPE DISTANCE)
 AH3956'SOUTH-SOUTHWEST OF THE CENTERLINE OF SOUTH BOUND LANE, 30.0 M (98.4
 AH3956'FT) EAST OF THE NORTHEAST CORNER OF WHITE FRAME RESIDENCE, 21.9 M
 AH3956'(71.9 FT) EAST-NORTHEAST OF THE EASTERNMOST CORNER OF WELL HOUSE, 3.4
 AH3956'M (11.2 FT) EAST OF A PROPERTY IRON, 20.6 M (67.6 FT) SOUTHEAST OF AN
 AH3956'8-INCH WALNUT, AND 9.3 M (30.5 FT) NORTHEAST OF A 26-INCH MULBERRY.
 AH3956
 AH3956                          STATION RECOVERY (1997)
 AH3956
 AH3956'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH3956'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4503 ***********************************************************************
 DG4503  DESIGNATION -  BEVERLY
 DG4503  PID         -  DG4503
 DG4503  STATE/COUNTY-  NC/EDGECOMBE
 DG4503  USGS QUAD   -  CONETOE (1981)
 DG4503
 DG4503                         *CURRENT SURVEY CONTROL
 DG4503  ___________________________________________________________________
 DG4503* NAD 83(2007)-  35 49 49.99323(N)    077 22 31.26093(W)     ADJUSTED  
 DG4503* NAVD 88     -        21.22   (meters)      69.6    (feet)  LEVELING  
 DG4503  ___________________________________________________________________
 DG4503  EPOCH DATE  -        2002.00
 DG4503  X           -   1,131,504.523 (meters)                     COMP
 DG4503  Y           -  -5,051,850.206 (meters)                     COMP
 DG4503  Z           -   3,712,956.404 (meters)                     COMP
 DG4503  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DG4503  ELLIP HEIGHT-         -14.277 (meters)          (02/10/07) ADJUSTED
 DG4503  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 DG4503
 DG4503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4503  Type    PID    Designation                      North   East  Ellip
 DG4503  -------------------------------------------------------------------
 DG4503  NETWORK DG4503 BEVERLY                           0.94   0.82   1.82
 DG4503  -------------------------------------------------------------------
 DG4503  VERT ORDER  -  THIRD ?
 DG4503
 DG4503.The horizontal coordinates were established by GPS observations
 DG4503.and adjusted by the National Geodetic Survey in February 2007.
 DG4503
 DG4503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4503.The horizontal coordinates are valid at the epoch date displayed above.
 DG4503.The epoch date for horizontal control is a decimal equivalence
 DG4503.of Year/Month/Day.
 DG4503
 DG4503.The orthometric height was determined by differential leveling.
 DG4503.The vertical network tie was performed by a horz. field party for horz.
 DG4503.obs reductions. Reset procedures were used to establish the elevation.
 DG4503
 DG4503.Photographs are available for this station.
 DG4503
 DG4503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4503
 DG4503.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4503
 DG4503.The ellipsoidal height was determined by GPS observations
 DG4503.and is referenced to NAD 83.
 DG4503
 DG4503.The geoid height was determined by GEOID03.
 DG4503
 DG4503;                    North         East     Units Scale Factor Converg.
 DG4503;SPC NC       -   232,001.633   756,380.573   MT  0.99992351   +0 56 15.7
 DG4503;SPC NC       -   761,158.69  2,481,558.60   sFT  0.99992351   +0 56 15.7
 DG4503;UTM  18      - 3,967,759.100   285,438.784   MT  1.00016731   -1 23 27.7
 DG4503
 DG4503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4503!SPC NC       -   1.00000224  x   0.99992351  =   0.99992575
 DG4503!UTM  18      -   1.00000224  x   1.00016731  =   1.00016955
 DG4503
 DG4503                          SUPERSEDED SURVEY CONTROL
 DG4503
 DG4503  NAD 83(1986)-  35 49 50.00368(N)    077 22 31.26956(W) AD(       ) 1
 DG4503  NAD 83(2001)-  35 49 49.99358(N)    077 22 31.26060(W) AD(       ) 1
 DG4503  ELLIP H (02/27/04)  -14.280  (m)                       GP(       ) 4 1
 DG4503
 DG4503.Superseded values are not recommended for survey control.
 DG4503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4503.See file dsdata.txt to determine how the superseded data were derived.
 DG4503
 DG4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8543967759(NAD 83)
 DG4503_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4503_STAMPING: BEVERLY 2003
 DG4503_MARK LOGO: NCGS  
 DG4503_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4503+STABILITY: SURFACE MOTION
 DG4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4503+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DG4503
 DG4503  HISTORY     - Date     Condition        Report By
 DG4503  HISTORY     - 2003     MONUMENTED       NCGS
 DG4503  HISTORY     - 20040624 GOOD             NCGS
 DG4503
 DG4503                          STATION DESCRIPTION
 DG4503
 DG4503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4503'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF TARBORO
 DG4503'AND 1.7 MI (2.7 KM) NORTH OF BETHEL.
 DG4503'ALONG US 13/NC 11 FOR 1.7 MI (2.7 KM) NORTH FROM US 64 ALTERNATE, (IN
 DG4503'BETHEL) TO BEVERLY LANE (PRIVATE).  ALSO 0.2 MI (0.3 KM) NORTH OF
 DG4503'PITT/EDGECOMBE COUNTY LINE.
 DG4503'MARK IS LEVEL WITH BEVERLY LANE AND IS RECESSED 2-INCHES BELOW THE
 DG4503'GROUND.  LOCATED 48 FEET (14.6 M) NORTH-NORTHEAST OF THE CENTER OF
 DG4503'BEVERLY LANE, 64.8 FT (19.8 M) NORTHWEST OF THE CENTERLINE OF US 13,
 DG4503'50.3 FT (15.3 M) EAST-SOUTHEAST OF THE CENTERLINE (OLD US 13) BEVERLY
 DG4503'LANE AND 3.2 FT (1.0 M) SOUTHWEST OF THE END FENCE POST (NCDOT) WITH A
 DG4503'REFERENCE TAG.
 DG4503
 DG4503                          STATION RECOVERY (2004)
 DG4503
 DG4503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DG4503'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3791 ***********************************************************************
 EB3791  DESIGNATION -  BEWARE
 EB3791  PID         -  EB3791
 EB3791  STATE/COUNTY-  NC/ROBESON
 EB3791  USGS QUAD   -  RED SPRINGS (1974)
 EB3791
 EB3791                         *CURRENT SURVEY CONTROL
 EB3791  ___________________________________________________________________
 EB3791* NAD 83(2001)-  34 46 58.12073(N)    079 08 50.62042(W)     ADJUSTED  
 EB3791* NAVD 88     -        57.629  (meters)     189.07   (feet)  ADJUSTED  
 EB3791  ___________________________________________________________________
 EB3791  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 EB3791  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 EB3791  DYNAMIC HT  -          57.576 (meters)     188.90  (feet)  COMP
 EB3791  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 EB3791
 EB3791  HORZ ORDER  -  SECOND
 EB3791  VERT ORDER  -  SECOND    CLASS II
 EB3791
 EB3791.The horizontal coordinates were established by classical geodetic methods
 EB3791.and adjusted by the National Geodetic Survey in August 2005.
 EB3791
 EB3791.The orthometric height was determined by differential leveling
 EB3791.and adjusted in October 1999.
 EB3791
 EB3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3791
 EB3791.The geoid height was determined by GEOID03.
 EB3791
 EB3791.The dynamic height is computed by dividing the NAVD 88
 EB3791.geopotential number by the normal gravity value computed on the
 EB3791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3791.degrees latitude (g = 980.6199 gals.).
 EB3791
 EB3791.The modeled gravity was interpolated from observed gravity values.
 EB3791
 EB3791;                    North         East     Units Scale Factor Converg.
 EB3791;SPC NC       -   114,580.627   596,111.659   MT  0.99990587   -0 05 06.3
 EB3791;SPC NC       -   375,919.94  1,955,743.00   sFT  0.99990587   -0 05 06.3
 EB3791;UTM  17      - 3,850,521.762   669,509.182   MT  0.99995415   +1 03 25.6
 EB3791
 EB3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3791!SPC NC       -   0.99999616  x   0.99990587  =   0.99990203
 EB3791!UTM  17      -   0.99999616  x   0.99995415  =   0.99995031
 EB3791
 EB3791                          SUPERSEDED SURVEY CONTROL
 EB3791
 EB3791  NAD 83(1986)-  34 46 58.13371(N)    079 08 50.62437(W) AD(       ) 2
 EB3791  NGVD 29 (04/22/91)   57.9    (m)          190.     (f) VERT ANG    3  
 EB3791
 EB3791.Superseded values are not recommended for survey control.
 EB3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3791.See file dsdata.txt to determine how the superseded data were derived.
 EB3791
 EB3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6950950522(NAD 83)
 EB3791_MARKER: DH = HORIZONTAL CONTROL DISK
 EB3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3791_STAMPING: BEWARE 1977
 EB3791_MARK LOGO: NCGS  
 EB3791_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3791+STABILITY: SURFACE MOTION
 EB3791
 EB3791  HISTORY     - Date     Condition        Report By
 EB3791  HISTORY     - 1977     MONUMENTED       NCGS
 EB3791  HISTORY     - 19881228 GOOD             NCGS
 EB3791
 EB3791                          STATION DESCRIPTION
 EB3791
 EB3791'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3791'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF RED
 EB3791'SPRINGS AND 13.5 MILES NORTHWEST OF LUMBERTON.
 EB3791'
 EB3791'TO REACH STATION FROM INTERSECTION OF MAIN STREET AND FOURTH AVENUE IN
 EB3791'RED SPRINGS, PROCEED SOUTHEAST ALONG NC 211 FOR 3.05 MILES TO
 EB3791'STATION IN LEFT SHOULDER IN FRONT OF LOCKLEARS BRICK RESIDENCE AND
 EB3791'0.5 MILE SOUTHEAST OF CROSSROAD WITH SR 1594 AND SR 1506 LEADING
 EB3791'NORTHEAST AND SOUTHWEST.
 EB3791'
 EB3791'STATION MARK IS A STANDARD DISK STAMPED---BEWARE 1977---SET IN THE
 EB3791'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EB3791'SURFACE.  THE MARK IS 17.5 FEET NORTHEAST OF CENTERLINE OF NC 211,
 EB3791'22.3 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY, 13.9 FEET SOUTH OF
 EB3791'SOUTH END OF CULVERT UNDER DRIVE, 50.3 FEET NORTHWEST OF 10 INCH
 EB3791'TWIN GUM AND 61.6 FEET SOUTH-SOUTHEAST OF SPEED LIMIT SIGN BOTH WITH
 EB3791'REFERENCE TAGS.
 EB3791
 EB3791                          STATION RECOVERY (1988)
 EB3791
 EB3791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (LWA)
 EB3791'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF RED SPRINGS AND
 EB3791'13.5 MI (21.7 KM) NORTHWEST OF LUMBERTON. ALONG NC 211 (FOURTH AVENUE)
 EB3791'FOR 3.05 MI (4.91 KM) SOUTHEAST FROM MAIN STREET (IN RED SPRINGS), IN
 EB3791'THE LEFT SHOULDER, IN FRONT OF LOCKLEARS BRICK RESIDENCE, AND 0.5 MI
 EB3791'(0.8 KM) SOUTHEAST OF THE CROSSROAD WITH SR 1594 AND SR 1506 LEADING
 EB3791'NORTHEAST AND SOUTHWEST. MARK IS 1-FOOT LOWER THAN THE HIGHWAY AND
 EB3791'RECESSED 6 INCHES BELOW GROUND.  MARK IS 17.5 FT (5.3 M) NORTHEAST OF
 EB3791'THE CENTERLINE OF NC 211, 22.3 FT (6.8 M) SOUTHEAST OF CENTERLINE OF
 EB3791'DRIVEWAY, 13.9 FT (4.2 M) SOUTH OF SOUTH END OF CULVERT UNDER DRIVE,
 EB3791'50.3 FT (15.3 M) NORTHWEST OF 10-INCH TWIN GUM WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6401 ***********************************************************************
 EZ6401  DESIGNATION -  BEWARE
 EZ6401  PID         -  EZ6401
 EZ6401  STATE/COUNTY-  NC/CHATHAM
 EZ6401  USGS QUAD   -  BYNUM (1968)
 EZ6401
 EZ6401                         *CURRENT SURVEY CONTROL
 EZ6401  ___________________________________________________________________
 EZ6401* NAD 83(2001)-  35 46 56.75007(N)    079 14 36.85546(W)     ADJUSTED  
 EZ6401* NAVD 88     -       164.1    (meters)     538.     (feet)  VERTCON   
 EZ6401  ___________________________________________________________________
 EZ6401  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EZ6401  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EZ6401  HORZ ORDER  -  SECOND
 EZ6401
 EZ6401.The horizontal coordinates were established by classical geodetic methods
 EZ6401.and adjusted by the National Geodetic Survey in August 2005.
 EZ6401
 EZ6401.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6401
 EZ6401.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6401
 EZ6401.The geoid height was determined by GEOID03.
 EZ6401
 EZ6401;                    North         East     Units Scale Factor Converg.
 EZ6401;SPC NC       -   225,488.440   587,581.685   MT  0.99991538   -0 08 26.1
 EZ6401;SPC NC       -   739,789.99  1,927,757.58   sFT  0.99991538   -0 08 26.1
 EZ6401;UTM  17      - 3,961,240.231   658,744.384   MT  0.99991053   +1 01 38.0
 EZ6401
 EZ6401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6401!SPC NC       -   0.99997907  x   0.99991538  =   0.99989445
 EZ6401!UTM  17      -   0.99997907  x   0.99991053  =   0.99988960
 EZ6401
 EZ6401                          SUPERSEDED SURVEY CONTROL
 EZ6401
 EZ6401  NAD 83(1986)-  35 46 56.75325(N)    079 14 36.86713(W) AD(       ) 2
 EZ6401  NGVD 29 (06/12/91)  164.4    (m)          539.     (f) VERT ANG    3  
 EZ6401
 EZ6401.Superseded values are not recommended for survey control.
 EZ6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6401.See file dsdata.txt to determine how the superseded data were derived.
 EZ6401
 EZ6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5874461240(NAD 83)
 EZ6401_MARKER: DE = TRAVERSE STATION DISK
 EZ6401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6401+STABILITY: SURFACE MOTION
 EZ6401
 EZ6401  HISTORY     - Date     Condition        Report By
 EZ6401  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6401  HISTORY     - 1985     GOOD             USPSQD
 EZ6401
 EZ6401                          STATION DESCRIPTION
 EZ6401
 EZ6401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6401'STATION IS LOCATED APPROXIMATELY 5.6 MILES NORTHWEST OF PITTSBORO
 EZ6401'AND 5.7 MILES WEST-NORTHWEST OF BYNUM.
 EZ6401'
 EZ6401'ALONG NC 87, 4.5 MILES SOUTHEAST OF THE ALAMANCE-CHATHAM COUNTY
 EZ6401'LINE, OR 5.35 MILES NORTHWEST OF THE INTERSECTION WITH US 64 AND
 EZ6401'NC 902, ON PROLONGATION OF THE CENTERLINE OF DIRT DRIVE WEST TO
 EZ6401'WHITE SHINGLE HOUSE, AND 0.45 MILE NORTHWEST OF INTERSECTION WITH
 EZ6401'SR 1604.
 EZ6401'
 EZ6401'STATION MARK IS A STANDARD DISK STAMPED---BEWARE 1982---SET IN
 EZ6401'TOP OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.
 EZ6401'MARK IS 11.6 FEET EAST OF CENTERLINE OF HIGHWAY, 40.5 FEET
 EZ6401'NORTHEAST OF SOUTH END OF DRIVEWAY CULVERT, 168.2 FEET NORTH OF
 EZ6401'NORTH END OF EAST HEADWALL OF HIGHWAY CULVERT, 142.2 FEET SOUTH
 EZ6401'OF SOUTH END OF GRAVEL DRIVE CULVERT, 52.0 FEET NORTHEAST OF
 EZ6401'TELEPHONE PEDESTAL AND 95.9 FEET SOUTHWEST OF 8 INCH PINE WITH
 EZ6401'REFERENCE TAG.
 EZ6401
 EZ6401                          STATION RECOVERY (1985)
 EZ6401
 EZ6401'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ6401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2717 ***********************************************************************
 FB2717  DESIGNATION -  BI LO
 FB2717  PID         -  FB2717
 FB2717  STATE/COUNTY-  NC/BUNCOMBE
 FB2717  USGS QUAD   -  BLACK MOUNTAIN (1994)
 FB2717
 FB2717                         *CURRENT SURVEY CONTROL
 FB2717  ___________________________________________________________________
 FB2717* NAD 83(2001)-  35 36 30.32530(N)    082 20 49.75695(W)     ADJUSTED  
 FB2717* NAVD 88     -       699.119  (meters)    2293.69   (feet)  ADJUSTED  
 FB2717  ___________________________________________________________________
 FB2717  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FB2717  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB2717  DYNAMIC HT  -         698.396 (meters)    2291.32  (feet)  COMP
 FB2717  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 FB2717
 FB2717  HORZ ORDER  -  SECOND
 FB2717  VERT ORDER  -  SECOND    CLASS I
 FB2717
 FB2717.The horizontal coordinates were established by classical geodetic methods
 FB2717.and adjusted by the National Geodetic Survey in August 2005.
 FB2717
 FB2717.The orthometric height was determined by differential leveling
 FB2717.and adjusted in July 1998.
 FB2717
 FB2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2717
 FB2717.The geoid height was determined by GEOID03.
 FB2717
 FB2717.The dynamic height is computed by dividing the NAVD 88
 FB2717.geopotential number by the normal gravity value computed on the
 FB2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2717.degrees latitude (g = 980.6199 gals.).
 FB2717
 FB2717.The modeled gravity was interpolated from observed gravity values.
 FB2717
 FB2717;                    North         East     Units Scale Factor Converg.
 FB2717;SPC NC       -   211,268.502   306,414.784   MT  0.99989191   -1 55 54.8
 FB2717;SPC NC       -   693,136.74  1,005,295.84   sFT  0.99989191   -1 55 54.8
 FB2717;UTM  17      - 3,941,353.622   377,983.113   MT  0.99978346   -0 47 04.1
 FB2717
 FB2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2717!SPC NC       -   0.99989501  x   0.99989191  =   0.99978693
 FB2717!UTM  17      -   0.99989501  x   0.99978346  =   0.99967849
 FB2717
 FB2717|---------------------------------------------------------------------|
 FB2717| PID    Reference Object                     Distance      Geod. Az  |
 FB2717|                                                           dddmmss.s |
 FB2717| FB2718 BLACK MTN RAD STA WFGW CEN MST      391.790 METERS 21432     |
 FB2717|---------------------------------------------------------------------|
 FB2717
 FB2717                          SUPERSEDED SURVEY CONTROL
 FB2717
 FB2717  NAD 83(1995)-  35 36 30.32550(N)    082 20 49.75669(W) AD(       ) 2
 FB2717  NAD 83(1986)-  35 36 30.33114(N)    082 20 49.75703(W) AD(       ) 2
 FB2717  NAD 27      -  35 36 29.92182(N)    082 20 50.31537(W) AD(       ) 2
 FB2717  NGVD 29 (07/19/86)  699.22   (m)         2294.0    (f) LEVELING    3  
 FB2717
 FB2717.Superseded values are not recommended for survey control.
 FB2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2717.See file dsdata.txt to determine how the superseded data were derived.
 FB2717
 FB2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7798341354(NAD 83)
 FB2717_MARKER: DE = TRAVERSE STATION DISK
 FB2717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2717_STAMPING: BI-LO 1974
 FB2717_MARK LOGO: NCGS  
 FB2717_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2717+STABILITY: SURFACE MOTION
 FB2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2717+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1998
 FB2717
 FB2717  HISTORY     - Date     Condition        Report By
 FB2717  HISTORY     - 1974     MONUMENTED       NCGS
 FB2717  HISTORY     - 1981     GOOD             NCGS
 FB2717  HISTORY     - 19980224 GOOD             NCGS
 FB2717
 FB2717                          STATION DESCRIPTION
 FB2717
 FB2717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2717'BI-LO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2717'THE VICINITY OF BLACK MOUNTAIN, NORTH CAROLINA.
 FB2717'
 FB2717'BI-LO IS LOCATED APPROXIMATELY 1.7 MILES WEST OF BLACK MOUNTAIN,
 FB2717'AND 11.5 MILES EAST OF ASHEVILLE.  TO REACH STATION FROM
 FB2717'INTERSECTION OF U.S. 70 AND NC 9 (STATE STREET WITH BROADWAY AVENUE
 FB2717'SOUTH, AND MONTREAT ROAD NORTH) IN BLACK MOUNTAIN, PROCEED WEST
 FB2717'ALONG U.S. 70 FOR 1.7 MILES TO STATION ON RIGHT ON WEST SIDE OF
 FB2717'WESTERNMOST ENTRANCE TO W.N.C. SHOPPING CENTER, AND 0.35 MILE
 FB2717'WEST OF INTERSECTION WITH SR 2500 (BLUE RIDGE ASSEMBLY ROAD).
 FB2717'
 FB2717'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2717'BI-LO 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2717'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FB2717'
 FB2717'MARK IS 17.0 FT N OF THE PROJECTION OF NORTH CURBING OF U.S. 70
 FB2717'
 FB2717'9.5 FT NE OF WEST END OF CULVERT UNDER DUAL ENTRANCE
 FB2717'
 FB2717'12.9 FT SW OF SW CORNER OF SMALL BUILDING
 FB2717'
 FB2717'12.9 FT ESE OF PP WITH ALUMINUM REF. TAG
 FB2717'
 FB2717'K-180 1967 IS LOCATED 300 FEET SW OF STATION IN SW QUADRANT OF
 FB2717'GRADE CROSSING OF SOUTHERN RAILROAD AND PAVED DRIVEWAY TO RADIO
 FB2717'STATION WFGW.  27.0 FT SOUTH OF SOUTH RAIL OF RAILROAD TRACK, 76.0
 FB2717'FT WEST OF C/L OF PAVED DRIVEWAY, 87.0 FT NORTH OF NORTH FACE OF
 FB2717'RADIO STATION BUILDING, 2.5 FT WEST OF FIRST PP WEST OF DRIVEWAY,
 FB2717'AND 0.8 FT SOUTH OF METAL WITNESS POST.  STATION IS A USC AND GS
 FB2717'BENCH MARK DISK SET ON TOP OF A 5/8 INCH ROD ENCASED IN A 5
 FB2717'INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 FB2717
 FB2717                          STATION RECOVERY (1981)
 FB2717
 FB2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2717'THE STATION WAS RECOVERED AT THIS DATE.
 FB2717'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB2717'
 FB2717'RECOVERY BY CORT.
 FB2717
 FB2717                          STATION RECOVERY (1998)
 FB2717
 FB2717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB2717'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0272 ***********************************************************************
 EZ0272  DESIGNATION -  BIDRIVE
 EZ0272  PID         -  EZ0272
 EZ0272  STATE/COUNTY-  NC/SAMPSON
 EZ0272  USGS QUAD   -  CLINTON NORTH (1986)
 EZ0272
 EZ0272                         *CURRENT SURVEY CONTROL
 EZ0272  ___________________________________________________________________
 EZ0272* NAD 83(2001)-  35 01 39.22604(N)    078 19 38.14610(W)     ADJUSTED  
 EZ0272* NAVD 88     -        46.736  (meters)     153.33   (feet)  ADJUSTED  
 EZ0272  ___________________________________________________________________
 EZ0272  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EZ0272  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EZ0272  DYNAMIC HT  -          46.694 (meters)     153.20  (feet)  COMP
 EZ0272  MODELED GRAV-     979,734.1   (mgal)                       NAVD 88
 EZ0272
 EZ0272  HORZ ORDER  -  SECOND
 EZ0272  VERT ORDER  -  SECOND    CLASS II
 EZ0272
 EZ0272.The horizontal coordinates were established by classical geodetic methods
 EZ0272.and adjusted by the National Geodetic Survey in August 2005.
 EZ0272
 EZ0272.The orthometric height was determined by differential leveling
 EZ0272.and adjusted in June 1991.
 EZ0272
 EZ0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0272
 EZ0272.The geoid height was determined by GEOID03.
 EZ0272
 EZ0272.The dynamic height is computed by dividing the NAVD 88
 EZ0272.geopotential number by the normal gravity value computed on the
 EZ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0272.degrees latitude (g = 980.6199 gals.).
 EZ0272
 EZ0272.The modeled gravity was interpolated from observed gravity values.
 EZ0272
 EZ0272;                    North         East     Units Scale Factor Converg.
 EZ0272;SPC NC       -   141,928.109   670,985.742   MT  0.99988021   +0 23 17.8
 EZ0272;SPC NC       -   465,642.47  2,201,392.39   sFT  0.99988021   +0 23 17.8
 EZ0272;UTM  17      - 3,879,365.443   743,840.294   MT  1.00033285   +1 32 05.4
 EZ0272
 EZ0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0272!SPC NC       -   0.99999809  x   0.99988021  =   0.99987830
 EZ0272!UTM  17      -   0.99999809  x   1.00033285  =   1.00033094
 EZ0272
 EZ0272:                Primary Azimuth Mark                     Grid Az
 EZ0272:SPC NC       -  TRIANGLE                                 177 40 29.1
 EZ0272:UTM  17      -  TRIANGLE                                 176 31 41.5
 EZ0272
 EZ0272|---------------------------------------------------------------------|
 EZ0272| PID    Reference Object                     Distance      Geod. Az  |
 EZ0272|                                                           dddmmss.s |
 EZ0272| EZ0273 TRIANGLE                            APPROX. 1.1 KM 1780346.9 |
 EZ0272|---------------------------------------------------------------------|
 EZ0272
 EZ0272                          SUPERSEDED SURVEY CONTROL
 EZ0272
 EZ0272  NAD 83(1986)-  35 01 39.23838(N)    078 19 38.15806(W) AD(       ) 2
 EZ0272  NAD 27      -  35 01 38.63881(N)    078 19 39.16520(W) AD(       ) 2
 EZ0272  NGVD 29 (??/??/92)   47.029  (m)          154.29   (f) ADJ UNCH    2 2
 EZ0272
 EZ0272.Superseded values are not recommended for survey control.
 EZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0272.See file dsdata.txt to determine how the superseded data were derived.
 EZ0272
 EZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4384079365(NAD 83)
 EZ0272_MARKER: DE = TRAVERSE STATION DISK
 EZ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0272_STAMPING: BIDRIVE 1973
 EZ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0272+STABILITY: SURFACE MOTION
 EZ0272
 EZ0272  HISTORY     - Date     Condition        Report By
 EZ0272  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0272  HISTORY     - 1973     GOOD             NCGS
 EZ0272
 EZ0272                          STATION DESCRIPTION
 EZ0272
 EZ0272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0272'BIDRIVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ0272'THE VICINITY OF CLINTON, NORTH CAROLINA.
 EZ0272'
 EZ0272'BIDRIVE IS LOCATED APPROXIMATELY 1.95 MILES NORTH OF CLINTON.  TO
 EZ0272'REACH STATION FROM THE INTERSECTION OF US 701 AND (NEW) US 701
 EZ0272'BYPASS NORTH OF CLINTON, PROCEED SOUTH ALONG US 701 FOR 1.0 MILES TO
 EZ0272'STATION ON RIGHT BY DRIVEWAY, 0.05 MILES SOUTH OF INTERSECTION WITH
 EZ0272'SR 1764 (EAST), AND ON NORTH SIDE OF FIRST DRIVEWAY TO HOME SOUTH
 EZ0272'OF MCLAMB GARAGE.
 EZ0272'
 EZ0272'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIDRIVE
 EZ0272'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 EZ0272'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0272'
 EZ0272'MARK IS
 EZ0272'26.0 FEET W OF C/L OF US 701.
 EZ0272'07.2 FEET N OF C/L OF GRAVEL DRIVEWAY TO ONE STORY SHINGLE HOUSE
 EZ0272'(MCLAMB RESIDENCE).
 EZ0272'46.9 FEET ESE OF SE CORNER OF BRICK PUMP HOUSE.
 EZ0272'05.8 FEET SE OF NORTH END OF CULVERT UNDER DRIVEWAY.
 EZ0272'32.3 FEET SE OF PP NO. 7318 W/ALUMINUM REF. TAG.
 EZ0272'33.0 FEET SSE OF 8 INCH PINE W/ALUMINUM REF. TAG.
 EZ0272
 EZ0272                          STATION RECOVERY (1973)
 EZ0272
 EZ0272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0272'2 MI N FROM CLINTON.
 EZ0272'TO REACH STATION FROM THE INTERSECTION OF U.S. 701 AND (NEW)
 EZ0272'U.S. 701 BYPASS NORTH OF CLINTON, PROCEED SOUTH ALONG U.S. 701
 EZ0272'FOR 1.0 MILES TO STATION ON RIGHT BY DRIVEWAY, 0.05 MILES
 EZ0272'SOUTH OF INTERSECTION WITH SR 1764 (EAST), AND ON NORTH SIDE OF
 EZ0272'FIRST DRIVEWAY TO HOME SOUTH OF MC LAMB GARAGE, 26.0 FT W OF
 EZ0272'C/L OF U.S. 701, 07.2 FT N OF C/L OF GRAVEL DRIVEWAY TO ONE
 EZ0272'STORY SHINGLE HOUSE (MC LAMB RESIDENCE), 46.9 FT ESE OF SE
 EZ0272'CORNER OF BRICK PUMP HOUSE, 05.8 FT SE OF NORTH END OF CULVERT
 EZ0272'UNDER DRIVEWAY, 32.2 FT SE OF PP 7318 W/ALUMINUM REF. TAG, AND
 EZ0272'33.0 FT SSE OF 8 IN PINE W/ALUMINUM REF. TAG.  DISK IS SET IN
 EZ0272'CONCRETE CYLINDER, 5 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2147 ***********************************************************************
 EB2147  DESIGNATION -  BIG
 EB2147  PID         -  EB2147
 EB2147  STATE/COUNTY-  NC/BRUNSWICK
 EB2147  USGS QUAD   -  SUPPLY (1990)
 EB2147
 EB2147                         *CURRENT SURVEY CONTROL
 EB2147  ___________________________________________________________________
 EB2147* NAD 83(2001)-  34 06 25.79470(N)    078 19 01.39633(W)     ADJUSTED  
 EB2147* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 EB2147  ___________________________________________________________________
 EB2147  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 EB2147  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EB2147  HORZ ORDER  -  SECOND
 EB2147
 EB2147.The horizontal coordinates were established by classical geodetic methods
 EB2147.and adjusted by the National Geodetic Survey in August 2005.
 EB2147
 EB2147.The orthometric height was scaled from a topographic map.
 EB2147
 EB2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2147
 EB2147.The geoid height was determined by GEOID03.
 EB2147
 EB2147;                    North         East     Units Scale Factor Converg.
 EB2147;SPC NC       -    39,839.405   672,619.582   MT  1.00007030   +0 23 39.0
 EB2147;SPC NC       -   130,706.45  2,206,752.75   sFT  1.00007030   +0 23 39.0
 EB2147;UTM  17      - 3,777,288.950   747,486.462   MT  1.00035509   +1 30 18.7
 EB2147
 EB2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2147!SPC NC       -   1.00000272  x   1.00007030  =   1.00007302
 EB2147!UTM  17      -   1.00000272  x   1.00035509  =   1.00035781
 EB2147
 EB2147:                Primary Azimuth Mark                     Grid Az
 EB2147:SPC NC       -  SHALLOTTE FIRE TOWER                     220 48 59.7
 EB2147:UTM  17      -  SHALLOTTE FIRE TOWER                     219 42 20.0
 EB2147
 EB2147|---------------------------------------------------------------------|
 EB2147| PID    Reference Object                     Distance      Geod. Az  |
 EB2147|                                                           dddmmss.s |
 EB2147| DD2597 SHALLOTTE FIRE TOWER                APPROX.17.0 KM 2211238.7 |
 EB2147| EB3162 BIG RM 1                             30.230 METERS 22630     |
 EB2147| EB3161 BIG AZ MK                                          3345503.9 |
 EB2147| EB3163 BIG RM 2                             32.071 METERS 34037     |
 EB2147|---------------------------------------------------------------------|
 EB2147
 EB2147                          SUPERSEDED SURVEY CONTROL
 EB2147
 EB2147  NAD 83(1986)-  34 06 25.80278(N)    078 19 01.40653(W) AD(       ) 2
 EB2147  NAD 27      -  34 06 25.19000(N)    078 19 02.40200(W) AD(       ) 2
 EB2147
 EB2147.Superseded values are not recommended for survey control.
 EB2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2147.See file dsdata.txt to determine how the superseded data were derived.
 EB2147
 EB2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4748677289(NAD 83)
 EB2147_MARKER: DS = TRIANGULATION STATION DISK
 EB2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2147_STAMPING: BIG 1942
 EB2147_MARK LOGO: CGS   
 EB2147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2147+STABILITY: SURFACE MOTION
 EB2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2147+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1999
 EB2147
 EB2147  HISTORY     - Date     Condition        Report By
 EB2147  HISTORY     - 1942     MONUMENTED       CGS
 EB2147  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 EB2147  HISTORY     - 19990303 MARK NOT FOUND   NCGS
 EB2147  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 EB2147  HISTORY     - 20050826 MARK NOT FOUND   USPSQD
 EB2147
 EB2147                          STATION DESCRIPTION
 EB2147
 EB2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2147'STATION IS ABOUT 9.5 MILES N AND 4 MILES E OF SHALLOTTE, ON
 EB2147'PROPERTY OWNED BY THE RIEGEL PAPER COMPANY.  IT IS ON THE W
 EB2147'SIDE OF A GRADED DIRT HIGHWAY, 194 FEET N OF A TALL, LONE,
 EB2147'TRIANGLE-BLAZED PINE TREE, 54 FEET W OF THE CENTER LINE OF THE
 EB2147'ROAD, 80 FEET N OF A FIRE PREVENTION DITCH, 4 FEET S OF A
 EB2147'STANDARD REFERENCE POST.  IT PROJECTS 7 INCHES AND IS
 EB2147'STAMPED BIG 1942.
 EB2147'
 EB2147'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2147'STANDARD DISKS SET IN CONCRETE.
 EB2147'
 EB2147'REFERENCE MARK NO. 1 IS 99.18 FEET SW OF THE STATION, 153 FEET
 EB2147'SW OF THE CENTER LINE OF ROAD.  IT PROJECTS 6 INCHES AND IS
 EB2147'STAMPED BIG NO. 1 1942.
 EB2147'
 EB2147'REFERENCE MARK NO. 2 IS 105.22 FEET N OF THE STATION, 33 FEET
 EB2147'W OF THE CENTER LINE OF ROAD.  IT PROJECTS 6 INCHES AND IS
 EB2147'STAMPED BIG NO. 2 1942.
 EB2147'
 EB2147'THE AZIMUTH MARK IS 0.35 MILE N OF THE STATION, JUST N OF THE
 EB2147'CURVE IN THE ROAD, 93 FEET W OF THE CENTER LINE, 300 FEET N OF
 EB2147'THE APPROXIMATE POINT OF INTERSECTION OF CURVE, 3 FEET S OF
 EB2147'STANDARD REFERENCE POST.  IT PROJECTS 6 INCHES AND IS
 EB2147'STAMPED BIG 1942.
 EB2147'
 EB2147'TO REACH THE STATION FROM SHALLOTTE, GO NE ON U.S. HIGHWAY
 EB2147'17 FOR 2.25 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 4.75
 EB2147'MILES (ROAD SHARP RIGHT), CONTINUE 0.05 MILE TO A T-ROAD RIGHT,
 EB2147'TURN RIGHT AND GO 0.85 MILE, TURN LEFT AND FOLLOW MAIN ROAD
 EB2147'NORTHERLY FOR 3.35 MILES TO AN OLD SAWMILL SITE ON LEFT,
 EB2147'CONTINUE 1.65 MILES TO THE TALL LONE TRIANGLE-BLAZED PINE TREE
 EB2147'AND THE STATION.
 EB2147'
 EB2147'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB2147
 EB2147                          STATION RECOVERY (1997)
 EB2147
 EB2147'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB2147'MARK NOT FOUND.
 EB2147
 EB2147                          STATION RECOVERY (1999)
 EB2147
 EB2147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EB2147'NOT FOUND, PROBABLY LOST DUE TO ROAD PAVING AND PINE PLANTATIONS AND
 EB2147'CANALS ON BOTH SIDES OF THE ROAD.
 EB2147
 EB2147                          STATION RECOVERY (2004)
 EB2147
 EB2147'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EB2147'MARK NOT FOUND.
 EB2147
 EB2147                          STATION RECOVERY (2005)
 EB2147
 EB2147'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EB2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2479 ***********************************************************************
 EB2479  DESIGNATION -  BIG
 EB2479  PID         -  EB2479
 EB2479  STATE/COUNTY-  NC/ROBESON
 EB2479  USGS QUAD   -  BLADENBORO (1986)
 EB2479
 EB2479                         *CURRENT SURVEY CONTROL
 EB2479  ___________________________________________________________________
 EB2479* NAD 83(2001)-  34 34 44.09757(N)    078 51 57.67632(W)     ADJUSTED  
 EB2479* NAVD 88     -        30.2    (meters)      99.     (feet)  VERTCON   
 EB2479  ___________________________________________________________________
 EB2479  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 EB2479  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 EB2479  HORZ ORDER  -  SECOND
 EB2479
 EB2479.The horizontal coordinates were established by classical geodetic methods
 EB2479.and adjusted by the National Geodetic Survey in August 2005.
 EB2479
 EB2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2479
 EB2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2479
 EB2479.The geoid height was determined by GEOID03.
 EB2479
 EB2479;                    North         East     Units Scale Factor Converg.
 EB2479;SPC NC       -    91,961.587   621,893.496   MT  0.99994104   +0 04 38.4
 EB2479;SPC NC       -   301,710.64  2,040,328.91   sFT  0.99994104   +0 04 38.4
 EB2479;UTM  17      - 3,828,417.391   695,737.624   MT  1.00007226   +1 12 41.4
 EB2479
 EB2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2479!SPC NC       -   1.00000065  x   0.99994104  =   0.99994169
 EB2479!UTM  17      -   1.00000065  x   1.00007226  =   1.00007291
 EB2479
 EB2479:                Primary Azimuth Mark                     Grid Az
 EB2479:SPC NC       -  OSBORNE                                  296 28 54.6
 EB2479:UTM  17      -  OSBORNE                                  295 20 51.6
 EB2479
 EB2479|---------------------------------------------------------------------|
 EB2479| PID    Reference Object                     Distance      Geod. Az  |
 EB2479|                                                           dddmmss.s |
 EB2479| EB2515 OSBORNE                             APPROX. 1.3 KM 2963333.0 |
 EB2479|---------------------------------------------------------------------|
 EB2479
 EB2479                          SUPERSEDED SURVEY CONTROL
 EB2479
 EB2479  NAD 83(1986)-  34 34 44.10572(N)    078 51 57.68550(W) AD(       ) 2
 EB2479  NAD 27      -  34 34 43.50292(N)    078 51 58.58926(W) AD(       ) 2
 EB2479  NGVD 29 (07/19/86)   30.5    (m)          100.     (f) VERT ANG    3  
 EB2479
 EB2479.Superseded values are not recommended for survey control.
 EB2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2479.See file dsdata.txt to determine how the superseded data were derived.
 EB2479
 EB2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9573828417(NAD 83)
 EB2479_MARKER: DE = TRAVERSE STATION DISK
 EB2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2479_STAMPING: BIG 1973
 EB2479_MARK LOGO: NCGS  
 EB2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2479+STABILITY: SURFACE MOTION
 EB2479
 EB2479  HISTORY     - Date     Condition        Report By
 EB2479  HISTORY     - 1973     MONUMENTED       NCGS
 EB2479  HISTORY     - 19950522 MARK NOT FOUND   USPSQD
 EB2479
 EB2479                          STATION DESCRIPTION
 EB2479
 EB2479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2479'BIG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2479'VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB2479'
 EB2479'BIG IS LOCATED APPROXIMATELY 5.2 MILES WNW OF BLADENBORO, AND 8.7
 EB2479'MILES ESE OF LUMBERTON.  TO REACH STATION FROM INTERSECTION OF NC
 EB2479'211 WITH ROBESON-BLADEN COUNTY LINE.  PROCEED WNW ALONG NC 211
 EB2479'FOR 0.8 MILE TO THE FOURTH OF FIVE BRIDGES OVER BIG SWAMP AND
 EB2479'STATION NEAR NE CORNER OF BRIDGE.  0.2 MILE EAST OF WESTERNMOST
 EB2479'BRIDGE.
 EB2479'
 EB2479'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIG
 EB2479'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 6 INCHES BELOW THE
 EB2479'SURFACE OF THE GROUND.
 EB2479'
 EB2479'MARK IS
 EB2479'
 EB2479'17.0 FEET NNE OF C/L OF NC 211.
 EB2479'35.4 FEET SE OF NE END OF NORTH RAIL OF BRIDGE.
 EB2479'83.0 FEET NE OF 12 INCH OAK W/ALUMINUM REF. TAG.
 EB2479'46.6 FEET E OF SE END OF SOUTH RAIL OF BRIDGE.
 EB2479
 EB2479                          STATION RECOVERY (1995)
 EB2479
 EB2479'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4768 ***********************************************************************
 DH4768  DESIGNATION -  BIG
 DH4768  PID         -  DH4768
 DH4768  STATE/COUNTY-  NC/COLUMBUS
 DH4768  USGS QUAD   -  NAKINA (1990)
 DH4768
 DH4768                         *CURRENT SURVEY CONTROL
 DH4768  ___________________________________________________________________
 DH4768* NAD 83(2007)-  34 11 00.13503(N)    078 38 03.80987(W)     ADJUSTED  
 DH4768* NAVD 88     -        15.0    (meters)      49.     (feet)  GPS OBS   
 DH4768  ___________________________________________________________________
 DH4768  EPOCH DATE  -        2002.00
 DH4768  X           -   1,040,886.532 (meters)                     COMP
 DH4768  Y           -  -5,178,261.891 (meters)                     COMP
 DH4768  Z           -   3,563,279.897 (meters)                     COMP
 DH4768  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 DH4768  ELLIP HEIGHT-         -20.035 (meters)          (02/10/07) ADJUSTED
 DH4768  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 DH4768
 DH4768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4768  Type    PID    Designation                      North   East  Ellip
 DH4768  -------------------------------------------------------------------
 DH4768  NETWORK DH4768 BIG                               0.57   0.47   1.55
 DH4768  -------------------------------------------------------------------
 DH4768
 DH4768.The horizontal coordinates were established by GPS observations
 DH4768.and adjusted by the National Geodetic Survey in February 2007.
 DH4768
 DH4768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4768.The horizontal coordinates are valid at the epoch date displayed above.
 DH4768.The epoch date for horizontal control is a decimal equivalence
 DH4768.of Year/Month/Day.
 DH4768
 DH4768.The orthometric height was determined by GPS observations and a
 DH4768.high-resolution geoid model.
 DH4768
 DH4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4768
 DH4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4768
 DH4768.The ellipsoidal height was determined by GPS observations
 DH4768.and is referenced to NAD 83.
 DH4768
 DH4768.The geoid height was determined by GEOID03.
 DH4768
 DH4768;                    North         East     Units Scale Factor Converg.
 DH4768;SPC NC       -    48,138.297   643,306.557   MT  1.00004490   +0 12 39.7
 DH4768;SPC NC       -   157,933.73  2,110,581.60   sFT  1.00004490   +0 12 39.7
 DH4768;UTM  17      - 3,785,017.561   718,011.289   MT  1.00018592   +1 19 46.7
 DH4768
 DH4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4768!SPC NC       -   1.00000315  x   1.00004490  =   1.00004805
 DH4768!UTM  17      -   1.00000315  x   1.00018592  =   1.00018907
 DH4768
 DH4768|---------------------------------------------------------------------|
 DH4768| PID    Reference Object                     Distance      Geod. Az  |
 DH4768|                                                           dddmmss.s |
 DH4768| EB2271 SCHULKENS                           159.116 METERS 03834     |
 DH4768|---------------------------------------------------------------------|
 DH4768
 DH4768                          SUPERSEDED SURVEY CONTROL
 DH4768
 DH4768  NAD 83(1986)-  34 11 00.14183(N)    078 38 03.81655(W) AD(       ) 1
 DH4768  NAD 83(2001)-  34 11 00.13513(N)    078 38 03.80927(W) AD(       ) 1
 DH4768  ELLIP H (05/12/05)  -20.043  (m)                       GP(       ) 4 1
 DH4768
 DH4768.Superseded values are not recommended for survey control.
 DH4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4768.See file dsdata.txt to determine how the superseded data were derived.
 DH4768
 DH4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1801185018(NAD 83)
 DH4768_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4768_STAMPING: BIG 1997
 DH4768_MARK LOGO: NCGS  
 DH4768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4768+STABILITY: SURFACE MOTION
 DH4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4768+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DH4768
 DH4768  HISTORY     - Date     Condition        Report By
 DH4768  HISTORY     - 1997     MONUMENTED       NCGS
 DH4768
 DH4768                          STATION DESCRIPTION
 DH4768
 DH4768'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 DH4768'STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH-SOUTHEAST OF
 DH4768'WHITEVILLE AND 3.5 MI (5.6 KM) NORTH OF NAKINA. PROCEED ALONG SR 1925
 DH4768'(WARD TOWN SOUTH) FOR 1.8 MI (2.9 KM) EAST FROM NC 905 TO SR 1928 (BIG
 DH4768'ISLAND RD) AND STATION IN THE SOUTHEAST CORNER OF THE CYPRESS CREEK
 DH4768'ORIGINAL FREE WILL BAPTIST CHURCH YARD. STATION IS ALSO 1.4 MI (2.3
 DH4768'KM) SOUTH FROM NC 130. MARK IS ABOUT LEVEL WITH SR 1925 AND FLUSH WITH
 DH4768'THE GROUND. LOCATED 34.9 FT (10.6 M) NORTHWEST OF THE CENTERLINE OF SR
 DH4768'1925, 77.3 FT (23.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF A BLOCK
 DH4768'PUMP HOUSE, 66.9 FT (20.4 M) EAST OF THE SOUTHEAST CORNER OF THE EAST
 DH4768'WING OF CHURCH BUILDING, 112.6 FT (34.3 M) SOUTH-SOUTHWEST OF THE
 DH4768'SOUTHWEST CORNER OF A DOUBLE WIDE HOME, AND 42.5 FT (13.0 M) SOUTHWEST
 DH4768'OF A POWER POLE WITH LIGHT AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8043 ***********************************************************************
 DF8043  DESIGNATION -  BIG AL
 DF8043  PID         -  DF8043
 DF8043  STATE/COUNTY-  NC/CABARRUS
 DF8043  USGS QUAD   -  CONCORD SE (1987)
 DF8043
 DF8043                         *CURRENT SURVEY CONTROL
 DF8043  ___________________________________________________________________
 DF8043* NAD 83(2007)-  35 18 36.95745(N)    080 32 27.24845(W)     ADJUSTED  
 DF8043* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 DF8043  ___________________________________________________________________
 DF8043  EPOCH DATE  -        2002.00
 DF8043  X           -     856,351.930 (meters)                     COMP
 DF8043  Y           -  -5,139,895.387 (meters)                     COMP
 DF8043  Z           -   3,666,107.895 (meters)                     COMP
 DF8043  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DF8043  ELLIP HEIGHT-         169.129 (meters)          (02/10/07) ADJUSTED
 DF8043  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DF8043
 DF8043  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8043  Type    PID    Designation                      North   East  Ellip
 DF8043  -------------------------------------------------------------------
 DF8043  NETWORK DF8043 BIG AL                            1.18   0.92   1.23
 DF8043  -------------------------------------------------------------------
 DF8043
 DF8043.The horizontal coordinates were established by GPS observations
 DF8043.and adjusted by the National Geodetic Survey in February 2007.
 DF8043
 DF8043.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8043.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8043.The horizontal coordinates are valid at the epoch date displayed above.
 DF8043.The epoch date for horizontal control is a decimal equivalence
 DF8043.of Year/Month/Day.
 DF8043
 DF8043.The orthometric height was determined by GPS observations and a
 DF8043.high-resolution geoid model.
 DF8043
 DF8043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8043
 DF8043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8043
 DF8043.The ellipsoidal height was determined by GPS observations
 DF8043.and is referenced to NAD 83.
 DF8043
 DF8043.The geoid height was determined by GEOID03.
 DF8043
 DF8043;                    North         East     Units Scale Factor Converg.
 DF8043;SPC NC       -   174,167.743   469,491.505   MT  0.99987311   -0 53 21.7
 DF8043;SPC NC       -   571,415.34  1,540,323.38   sFT  0.99987311   -0 53 21.7
 DF8043;UTM  17      - 3,907,547.909   541,734.821   MT  0.99962146   +0 15 55.3
 DF8043
 DF8043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8043!SPC NC       -   0.99997345  x   0.99987311  =   0.99984657
 DF8043!UTM  17      -   0.99997345  x   0.99962146  =   0.99959492
 DF8043
 DF8043                          SUPERSEDED SURVEY CONTROL
 DF8043
 DF8043  NAD 83(1986)-  35 18 36.97170(N)    080 32 27.25769(W) AD(       ) 1
 DF8043  NAD 83(2001)-  35 18 36.95719(N)    080 32 27.24891(W) AD(       ) 1
 DF8043  ELLIP H (09/17/03)  169.160  (m)                       GP(       ) 4 2
 DF8043
 DF8043.Superseded values are not recommended for survey control.
 DF8043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8043.See file dsdata.txt to determine how the superseded data were derived.
 DF8043
 DF8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4173507548(NAD 83)
 DF8043_MARKER: DD = SURVEY DISK
 DF8043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8043_STAMPING: BIG AL 1991
 DF8043_MARK LOGO: NC1040
 DF8043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8043+STABILITY: SURFACE MOTION
 DF8043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8043+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 DF8043
 DF8043  HISTORY     - Date     Condition        Report By
 DF8043  HISTORY     - 1991     MONUMENTED       CONE+S
 DF8043  HISTORY     - 20001202 GOOD             NCGS
 DF8043
 DF8043                          STATION DESCRIPTION
 DF8043
 DF8043'DESCRIBED BY CONCORD ENGINEERING AND SURVEY 1991
 DF8043'THE STATION WAS SEARCHED FOR BUT NOT FOUND ON 2-13-02. A CONCRETE
 DF8043'CYLINDER WITH A REBAR WAS RECOVERED ABOUT 6 INCHES BELOW THE GROUND.
 DF8043'STATION IS LOCATED 7.1 MI (11.4 KM) SSE OF CONCORD
 DF8043'FROM THE INTERSECTION OF FLOWES STORE ROAD AND PARKS LAFFERTY ROAD GO
 DF8043'NE ON PARKS LAFFERTY ROAD 0.55 MI (0.89 KM) TO STATION ON THE LEFT.
 DF8043'MARK IS LOCATED 6.4 FEET (2.0 M) NORTHWEST OF EDGE OF PAVEMENT OF
 DF8043'PARKS LAFFERTY ROAD
 DF8043'STATION MARK IS A 2-INCH BRASS DISK STAMPED CITY OF CONCORD GPS
 DF8043'CONTROL BIG AL 1991, SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH
 DF8043'THE SURFACE OF THE GROUND.
 DF8043
 DF8043                          STATION RECOVERY (2000)
 DF8043
 DF8043'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (PAC)
 DF8043'THE STATION WAS SEARCHED FOR BUT NOT FOUND ON 2-13-02. A CONCRETE
 DF8043'CYLINDER WITH A REBAR WAS RECOVERED ABOUT 6 INCHES BELOW THE GROUND.
 DF8043'STATION IS LOCATED 7.1 MI (11.4 KM) SSE OF CONCORD FROM THE
 DF8043'INTERSECTION OF FLOWES STORE ROAD AND PARKS LAFFERTY ROAD GO NE ON
 DF8043'PARKS LAFFERTY ROAD 0.55 MI (0.89 KM) TO STATION ON THE LEFT. MARK IS
 DF8043'LOCATED 6.4 FEET (2.0 M) NORTHWEST OF EDGE OF PAVEMENT OF PARKS
 DF8043'LAFFERTY ROAD STATION MARK IS A 2-INCH BRASS DISK STAMPED CITY OF
 DF8043'CONCORD GPS CONTROL BIG AL 1991, SET IN THE TOP OF A CONCRETE CYLINDER
 DF8043'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7077 ***********************************************************************
 AH7077  DESIGNATION -  BIG ALA
 AH7077  PID         -  AH7077
 AH7077  STATE/COUNTY-  NC/ALAMANCE
 AH7077  USGS QUAD   -  BURLINGTON (1981)
 AH7077
 AH7077                         *CURRENT SURVEY CONTROL
 AH7077  ___________________________________________________________________
 AH7077* NAD 83(1986)-  36 02 22.     (N)    079 29 14.     (W)     SCALED    
 AH7077* NAVD 88     -       155.822  (meters)     511.23   (feet)  ADJUSTED  
 AH7077  ___________________________________________________________________
 AH7077  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AH7077  DYNAMIC HT  -         155.698 (meters)     510.82  (feet)  COMP
 AH7077  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 AH7077
 AH7077  VERT ORDER  -  SECOND    CLASS II
 AH7077
 AH7077.The horizontal coordinates were scaled from a topographic map and have
 AH7077.an estimated accuracy of +/- 6 seconds.
 AH7077
 AH7077.The orthometric height was determined by differential leveling
 AH7077.and adjusted in July 1999.
 AH7077
 AH7077.The geoid height was determined by GEOID03.
 AH7077
 AH7077.The dynamic height is computed by dividing the NAVD 88
 AH7077.geopotential number by the normal gravity value computed on the
 AH7077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7077.degrees latitude (g = 980.6199 gals.).
 AH7077
 AH7077.The modeled gravity was interpolated from observed gravity values.
 AH7077
 AH7077;                    North         East    Units  Estimated Accuracy
 AH7077;SPC NC       -   254,090.      565,700.      MT  (+/- 180 meters Scaled)
 AH7077
 AH7077                          SUPERSEDED SURVEY CONTROL
 AH7077
 AH7077.No superseded survey control is available for this station.
 AH7077
 AH7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV362893(NAD 83)
 AH7077_MARKER: Q = CHISELED SQUARE
 AH7077_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH7077_SP_SET: WHEELGUARD
 AH7077_MARK LOGO: NONE  
 AH7077_PROJECTION: FLUSH
 AH7077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7077
 AH7077  HISTORY     - Date     Condition        Report By
 AH7077  HISTORY     - 1990     MONUMENTED       NCGS
 AH7077  HISTORY     - 20080513 MARK NOT FOUND   NGS
 AH7077
 AH7077                          STATION DESCRIPTION
 AH7077
 AH7077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 AH7077'STATION IS LOCATED IN ALAMANCE. ALONG NC 62 FOR 0.55 MI (0.89 KM)
 AH7077'NORTH FROM THE POST OFFICE TO BIG ALAMANCE CREEK, IN THE TOP OF THE
 AH7077'SOUTHERN END OF THE EASTERN CONCRETE WHEEL GUARD. MARK IS LEVEL WITH
 AH7077'NC 62. LOCATED 16 FT (4.9 M) EAST OF THE CENTERLINE OF NC 62, 0.5 FT
 AH7077'(15.2 CM) SOUTH OF THE SOUTH CORNER OF THE CONCRETE GUARD RAIL, AND
 AH7077'2.5 FT (0.8 M) EAST OF THE METAL GUARD RAIL. NOTE-THE STATION AND THE
 AH7077'BRIDGE WILL BE DESTROYED AFTER COMPLETION OF NEW BRIDGE (MID 1999).
 AH7077
 AH7077                          STATION RECOVERY (2008)
 AH7077
 AH7077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 AH7077'MARK NOT FOUND AFTER 15 MINUTE SEARCH. THE BRIDGE HAS BEEN REPLACED
 AH7077'AND THE MARK IS LIKELY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3804 ***********************************************************************
 FB3804  DESIGNATION -  BIG BALD
 FB3804  PID         -  FB3804
 FB3804  STATE/COUNTY-  NC/YANCEY
 FB3804  USGS QUAD   -  BALD CREEK (1990)
 FB3804
 FB3804                         *CURRENT SURVEY CONTROL
 FB3804  ___________________________________________________________________
 FB3804* NAD 83(2001)-  35 59 23.20099(N)    082 29 25.05003(W)     ADJUSTED  
 FB3804* NAVD 88     -      1681.5    (meters)    5517.     (feet)  VERTCON   
 FB3804  ___________________________________________________________________
 FB3804  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FB3804  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FB3804  HORZ ORDER  -  SECOND
 FB3804
 FB3804.The horizontal coordinates were established by classical geodetic methods
 FB3804.and adjusted by the National Geodetic Survey in August 2005.
 FB3804
 FB3804.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3804
 FB3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3804
 FB3804.The geoid height was determined by GEOID03.
 FB3804
 FB3804;                    North         East     Units Scale Factor Converg.
 FB3804;SPC NC       -   253,998.753   294,941.911   MT  0.99995543   -2 00 52.2
 FB3804;SPC NC       -   833,327.58    967,655.25   sFT  0.99995543   -2 00 52.2
 FB3804;UTM  17      - 3,983,841.496   365,661.495   MT  0.99982237   -0 52 33.2
 FB3804
 FB3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3804!SPC NC       -   0.99974091  x   0.99995543  =   0.99969635
 FB3804!UTM  17      -   0.99974091  x   0.99982237  =   0.99956333
 FB3804
 FB3804                          SUPERSEDED SURVEY CONTROL
 FB3804
 FB3804  NAD 83(1995)-  35 59 23.20084(N)    082 29 25.05025(W) AD(       ) 2
 FB3804  NAD 83(1986)-  35 59 23.21533(N)    082 29 25.05904(W) AD(       ) 2
 FB3804  NGVD 29 (02/22/93) 1681.5    (m)         5517.     (f) VERT ANG    3  
 FB3804
 FB3804.Superseded values are not recommended for survey control.
 FB3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3804.See file dsdata.txt to determine how the superseded data were derived.
 FB3804
 FB3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6566183841(NAD 83)
 FB3804_MARKER: DD = SURVEY DISK
 FB3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3804_SP_SET: SQUARE CONCRETE MONUMENT
 FB3804_STAMPING: BIG BALD 1968
 FB3804_MARK LOGO: NCSHC 
 FB3804_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3804+STABILITY: SURFACE MOTION
 FB3804
 FB3804  HISTORY     - Date     Condition        Report By
 FB3804  HISTORY     - 1968     MONUMENTED       NCSHC
 FB3804  HISTORY     - 19820101 GOOD             NCGS
 FB3804
 FB3804                          STATION DESCRIPTION
 FB3804
 FB3804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3804'DESCRIPTION BY NCDOT IN 1968.
 FB3804'STATION IS LOCATED ABOUT 12.0 MILES NORTHWEST OF BURNSVILLE, AND 5.4
 FB3804'MILES WEST OF LEWISBURG, ON THE NC-TENN STATE LINE.
 FB3804'TO REACH STATION PROCEED FROM THE BIG BALD MOUNTAIN DEVELOPMENT TO BIG
 FB3804'BALD MOUNTAIN.  THE STATION IS LOCATED ON THE HIGHEST POINT OF THE
 FB3804'MOUNTAIN AT THE EDGE OF THE TRAIL.  THE STATION IS A STANDARD NCSHC
 FB3804'BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 FB3804'ABOVE THE GROUND.
 FB3804'REFERENCES-ALL BEARINGS ARE NC GRID BEARINGS.  THE STATION IS 59.74
 FB3804'FEET NORTHEAST OF A CHISELED-X-IN THE ROCKS, 86.30 FEET NORTHWEST OF A
 FB3804'CHISELED-X-IN THE ROCKS, AND 63.98 FEET NORTH OF A CHISELED-X-IN THE
 FB3804'ROCKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3204 ***********************************************************************
 FB3204  DESIGNATION -  BIG BOY
 FB3204  PID         -  FB3204
 FB3204  STATE/COUNTY-  NC/BUNCOMBE
 FB3204  USGS QUAD   -  ASHEVILLE (1991)
 FB3204
 FB3204                         *CURRENT SURVEY CONTROL
 FB3204  ___________________________________________________________________
 FB3204* NAD 83(2007)-  35 33 33.70557(N)    082 32 27.65182(W)     ADJUSTED  
 FB3204* NAVD 88     -       655.3    (meters)    2150.     (feet)  VERTCON   
 FB3204  ___________________________________________________________________
 FB3204  EPOCH DATE  -        2002.00
 FB3204  X           -     674,408.466 (meters)                     COMP
 FB3204  Y           -  -5,151,131.980 (meters)                     COMP
 FB3204  Z           -   3,688,891.793 (meters)                     COMP
 FB3204  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 FB3204  ELLIP HEIGHT-         625.546 (meters)          (02/10/07) ADJUSTED
 FB3204  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 FB3204
 FB3204  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3204  Type    PID    Designation                      North   East  Ellip
 FB3204  -------------------------------------------------------------------
 FB3204  NETWORK FB3204 BIG BOY                           0.33   0.27   0.90
 FB3204  -------------------------------------------------------------------
 FB3204
 FB3204.The horizontal coordinates were established by GPS observations
 FB3204.and adjusted by the National Geodetic Survey in February 2007.
 FB3204
 FB3204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3204.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3204.The horizontal coordinates are valid at the epoch date displayed above.
 FB3204.The epoch date for horizontal control is a decimal equivalence
 FB3204.of Year/Month/Day.
 FB3204
 FB3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3204
 FB3204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3204
 FB3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3204
 FB3204.The ellipsoidal height was determined by GPS observations
 FB3204.and is referenced to NAD 83.
 FB3204
 FB3204.The geoid height was determined by GEOID03.
 FB3204
 FB3204;                    North         East     Units Scale Factor Converg.
 FB3204;SPC NC       -   206,438.397   288,668.045   MT  0.99988696   -2 02 37.6
 FB3204;SPC NC       -   677,289.97    947,071.74   sFT  0.99988696   -2 02 37.6
 FB3204;UTM  17      - 3,936,169.517   360,338.032   MT  0.99984037   -0 53 46.7
 FB3204
 FB3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3204!SPC NC       -   0.99990183  x   0.99988696  =   0.99978880
 FB3204!UTM  17      -   0.99990183  x   0.99984037  =   0.99974221
 FB3204
 FB3204:                Primary Azimuth Mark                     Grid Az
 FB3204:SPC NC       -  OVERPASS                                 255 29 00.5
 FB3204:UTM  17      -  OVERPASS                                 254 20 09.6
 FB3204
 FB3204|---------------------------------------------------------------------|
 FB3204| PID    Reference Object                     Distance      Geod. Az  |
 FB3204|                                                           dddmmss.s |
 FB3204| FB3205 OVERPASS                            494.786 METERS 2532622.9 |
 FB3204| AA5576 CECIL                               464.762 METERS 3435941.0 |
 FB3204|---------------------------------------------------------------------|
 FB3204
 FB3204                          SUPERSEDED SURVEY CONTROL
 FB3204
 FB3204  NAD 83(2001)-  35 33 33.70565(N)    082 32 27.65186(W) AD(       ) 1
 FB3204  ELLIP H (03/13/03)  625.555  (m)                       GP(       ) 4 2
 FB3204  NAD 83(1995)-  35 33 33.70677(N)    082 32 27.65179(W) AD(       ) 1
 FB3204  NAD 83(1986)-  35 33 33.71236(N)    082 32 27.65204(W) AD(       ) 1
 FB3204  NAD 83(1986)-  35 33 33.71147(N)    082 32 27.64981(W) AD(       ) 2
 FB3204  NAD 27      -  35 33 33.30771(N)    082 32 28.19243(W) AD(       ) 2
 FB3204  NGVD 29 (09/30/94)  655.4    (m)         2150.     (f) GPS OBS     3  
 FB3204
 FB3204.Superseded values are not recommended for survey control.
 FB3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3204.See file dsdata.txt to determine how the superseded data were derived.
 FB3204
 FB3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6033836170(NAD 83)
 FB3204_MARKER: DE = TRAVERSE STATION DISK
 FB3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3204_SP_SET: CONCRETE POST
 FB3204_STAMPING: BIG BOY 1973
 FB3204_MARK LOGO: NCGS  
 FB3204_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3204+STABILITY: SURFACE MOTION
 FB3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3204+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 FB3204
 FB3204  HISTORY     - Date     Condition        Report By
 FB3204  HISTORY     - 1973     MONUMENTED       NCGS
 FB3204  HISTORY     - 1981     GOOD             NCGS
 FB3204  HISTORY     - 19920121 GOOD             NCGS
 FB3204
 FB3204                          STATION DESCRIPTION
 FB3204
 FB3204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3204'BIG BOY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3204'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3204'
 FB3204'BIG BOY IS LOCATED APPROXIMATELY 2.5 MILES SOUTH OF ASHEVILLE,
 FB3204'AND 3.6 MILES WSW OF OTEEN.  STATION IS LOCATED AT THE I-40
 FB3204'OVERPASS OF U.S. 25, ALONG THE EXIT RAMP FROM I-40 WEST BOUND LANE
 FB3204'LEADING TO U.S. 25 SOUTH.
 FB3204'
 FB3204'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3204'BIG BOY 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3204'WHICH IS FLUSH WITH THE GROUND.
 FB3204'
 FB3204'MARK IS 112.0 FT NNE OF C/L I-40 WEST BOUND LANE
 FB3204'
 FB3204'11.5 FT NE OF C/L EXIT RAMP TO U.S. 25 SOUTH
 FB3204'
 FB3204'1.0 FT NE OF EXIT RAMP CURB
 FB3204'
 FB3204'97.5 FT WNW OF NORTHERNMOST END OF GUARD RAIL ON EAST SIDE
 FB3204'OF RAMP
 FB3204'
 FB3204'123.3 FT ESE OF SOUTHERNMOST END OF GUARD RAIL ON WEST SIDE OF
 FB3204'RAMP
 FB3204
 FB3204                          STATION RECOVERY (1981)
 FB3204
 FB3204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3204'THE STATION WAS RECOVERED AT THIS DATE.
 FB3204'IT WAS FOUND AS DESCRIBED.
 FB3204'
 FB3204'MARK IS 52.0 FEET NORTHWEST OF CENTER OF STROM DRAIN.
 FB3204
 FB3204                          STATION RECOVERY (1992)
 FB3204
 FB3204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3204'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8012 ***********************************************************************
 DH8012  DESIGNATION -  BIG BROTHER
 DH8012  PID         -  DH8012
 DH8012  STATE/COUNTY-  NC/RUTHERFORD
 DH8012  USGS QUAD   -  FOREST CITY (1993)
 DH8012
 DH8012                         *CURRENT SURVEY CONTROL
 DH8012  ___________________________________________________________________
 DH8012* NAD 83(2007)-  35 19 57.14864(N)    081 52 12.99265(W)     ADJUSTED  
 DH8012* NAVD 88     -       305.696  (meters)    1002.94   (feet)  ADJUSTED  
 DH8012  ___________________________________________________________________
 DH8012  EPOCH DATE  -        2002.00
 DH8012  X           -     736,686.588 (meters)                     COMP
 DH8012  Y           -  -5,157,049.195 (meters)                     COMP
 DH8012  Z           -   3,668,184.910 (meters)                     COMP
 DH8012  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DH8012  ELLIP HEIGHT-         273.773 (meters)          (12/02/07) ADJUSTED
 DH8012  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DH8012  DYNAMIC HT  -         305.394 (meters)    1001.95  (feet)  COMP
 DH8012  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 DH8012
 DH8012  HORZ ORDER  -  B
 DH8012  VERT ORDER  -  SECOND    CLASS II
 DH8012  ELLP ORDER  -  FOURTH    CLASS II
 DH8012
 DH8012.This is a reference station for the FOREST CITY
 DH8012.National Continuously Operating Reference Station (NCFC).
 DH8012
 DH8012.The horizontal coordinates were established by GPS observations
 DH8012.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2007.
 DH8012
 DH8012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH8012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH8012.The horizontal coordinates are valid at the epoch date displayed above.
 DH8012.The epoch date for horizontal control is a decimal equivalence
 DH8012.of Year/Month/Day.
 DH8012
 DH8012.The orthometric height was determined by differential leveling
 DH8012.and adjusted in June 2008.
 DH8012.No vertical observational check was made to the station.
 DH8012
 DH8012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8012
 DH8012.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8012
 DH8012.The ellipsoidal height was determined by GPS observations
 DH8012.and is referenced to NAD 83.
 DH8012
 DH8012.The geoid height was determined by GEOID03.
 DH8012
 DH8012.The dynamic height is computed by dividing the NAVD 88
 DH8012.geopotential number by the normal gravity value computed on the
 DH8012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8012.degrees latitude (g = 980.6199 gals.).
 DH8012
 DH8012.The modeled gravity was interpolated from observed gravity values.
 DH8012
 DH8012;                    North         East     Units Scale Factor Converg.
 DH8012;SPC NC       -   179,323.262   348,712.817   MT  0.99987358   -1 39 23.9
 DH8012;SPC NC       -   588,329.74  1,144,068.63   sFT  0.99987358   -1 39 23.9
 DH8012;UTM  17      - 3,910,269.041   420,907.505   MT  0.99967709   -0 30 12.0
 DH8012
 DH8012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8012!SPC NC       -   0.99995703  x   0.99987358  =   0.99983062
 DH8012!UTM  17      -   0.99995703  x   0.99967709  =   0.99963413
 DH8012
 DH8012                          SUPERSEDED SURVEY CONTROL
 DH8012
 DH8012  NAD 83(1986)-  35 19 57.16048(N)    081 52 12.99402(W) AD(       ) 1
 DH8012  NAD 83(2001)-  35 19 57.14865(N)    081 52 12.99267(W) AD(       ) B
 DH8012  ELLIP H (01/18/06)  273.773  (m)                       GP(       ) 4 2
 DH8012  NAVD 88 (01/18/06)  305.70   (m)         1003.0    (f) LEVELING    3  
 DH8012
 DH8012.Superseded values are not recommended for survey control.
 DH8012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8012.See file dsdata.txt to determine how the superseded data were derived.
 DH8012
 DH8012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2090810269(NAD 83)
 DH8012_MARKER: I = METAL ROD
 DH8012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH8012_STAMPING: BIG BROTHER
 DH8012_MARK LOGO: NCGS  
 DH8012_PROJECTION: FLUSH
 DH8012_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH8012+STABILITY: POSITION/ELEVATION WELL
 DH8012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8012+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DH8012_ROD/PIPE-DEPTH: 9.6  meters
 DH8012_SLEEVE-DEPTH  : 0.9 meters
 DH8012
 DH8012  HISTORY     - Date     Condition        Report By
 DH8012  HISTORY     - 2003     MONUMENTED       NCGS
 DH8012  HISTORY     - 20080507 GOOD             NCGS
 DH8012
 DH8012                          STATION DESCRIPTION
 DH8012
 DH8012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 DH8012'THE STATION IS LOCATED IN FOREST CITY AT THE FOREST CITY FIRE
 DH8012'DEPARTMENT. TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 DH8012'AND CHURCH STREET IN DOWNTOWN FOREST CITY, GO SOUTH ON CHURCH STREET
 DH8012'FOR 0.3 KM (0.20 MI) TO THE FOREST CITY FIRE DEPARTMENT AND THE
 DH8012'INTERSECTION OF OAK STREET. TURN RIGHT AND GO WEST ON OAK STREET FOR
 DH8012'0.08 KM (0.05 MI) TO THE INTERSECTION WITH MCARTHUR STREET AND THE
 DH8012'STATION IN THE SOUTHWEST CORNER YARD OF THE FIRE DEPARTMENT. MARK IS
 DH8012'ABOUT 1-FT HIGHER THAT OAK STREET AND SET FLUSH WITH THE GROUND.
 DH8012'LOCATED 9.4 M (30.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF WEST
 DH8012'BOUND LANES OF OAK STREET, 26.8 M (87.9 FT) EAST-SOUTHEAST OF THE
 DH8012'CENTERLINE OF MCARTHUR STREET, 2.3 M (7.5 FT) NORTH-NORTHEAST OF THE
 DH8012'NORTH EDGE OF THE SIDEWALK, 31.6 M (103.7 FT) WEST OF THE SOUTHWEST
 DH8012'CORNER OF THE FOREST CITY FIRE DEPARTMENT BUILDING--AND 32.2 M (105.6
 DH8012'FT) SOUTH OF A POWER POLE WITH REFERENCE TAG.
 DH8012
 DH8012                          STATION RECOVERY (2008)
 DH8012
 DH8012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2008 (MDB)
 DH8012'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7625 ***********************************************************************
 AC7625  DESIGNATION -  BIG BUTT
 AC7625  PID         -  AC7625
 AC7625  STATE/COUNTY-  NC/YANCEY
 AC7625  USGS QUAD   -  MT MITCHELL (1946)
 AC7625
 AC7625                         *CURRENT SURVEY CONTROL
 AC7625  ___________________________________________________________________
 AC7625* NAD 83(2007)-  35 47 12.94578(N)    082 20 47.03091(W)     ADJUSTED  
 AC7625* NAVD 88     -      1817.1    (meters)    5962.     (feet)  VERTCON   
 AC7625  ___________________________________________________________________
 AC7625  EPOCH DATE  -        2002.00
 AC7625  X           -     690,065.719 (meters)                     COMP
 AC7625  Y           -  -5,135,151.039 (meters)                     COMP
 AC7625  Z           -   3,710,084.604 (meters)                     COMP
 AC7625  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AC7625  ELLIP HEIGHT-        1787.439 (meters)          (02/10/07) ADJUSTED
 AC7625  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AC7625
 AC7625  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7625  Type    PID    Designation                      North   East  Ellip
 AC7625  -------------------------------------------------------------------
 AC7625  NETWORK AC7625 BIG BUTT                          0.59   0.57   2.18
 AC7625  -------------------------------------------------------------------
 AC7625
 AC7625.The horizontal coordinates were established by GPS observations
 AC7625.and adjusted by the National Geodetic Survey in February 2007.
 AC7625
 AC7625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7625.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7625.The horizontal coordinates are valid at the epoch date displayed above.
 AC7625.The epoch date for horizontal control is a decimal equivalence
 AC7625.of Year/Month/Day.
 AC7625
 AC7625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC7625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC7625
 AC7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7625
 AC7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7625
 AC7625.The ellipsoidal height was determined by GPS observations
 AC7625.and is referenced to NAD 83.
 AC7625
 AC7625.The geoid height was determined by GEOID03.
 AC7625
 AC7625;                    North         East     Units Scale Factor Converg.
 AC7625;SPC NC       -   231,058.835   307,150.812   MT  0.99991611   -1 55 53.2
 AC7625;SPC NC       -   758,065.53  1,007,710.62   sFT  0.99991611   -1 55 53.2
 AC7625;UTM  17      - 3,961,152.335   378,323.243   MT  0.99978244   -0 47 14.8
 AC7625
 AC7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7625!SPC NC       -   0.99971953  x   0.99991611  =   0.99963567
 AC7625!UTM  17      -   0.99971953  x   0.99978244  =   0.99950204
 AC7625
 AC7625                          SUPERSEDED SURVEY CONTROL
 AC7625
 AC7625  NAD 83(2001)-  35 47 12.94568(N)    082 20 47.03051(W) AD(       ) 1
 AC7625  ELLIP H (03/13/03) 1787.462  (m)                       GP(       ) 4 2
 AC7625  NAD 83(1995)-  35 47 12.94580(N)    082 20 47.03032(W) AD(       ) 1
 AC7625  NAD 83(1986)-  35 47 12.95294(N)    082 20 47.03063(W) AD(       ) 1
 AC7625  NGVD 29 (07/31/96) 1817.1    (m)         5962.     (f) GPS OBS     3  
 AC7625
 AC7625.Superseded values are not recommended for survey control.
 AC7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7625.See file dsdata.txt to determine how the superseded data were derived.
 AC7625
 AC7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7832361152(NAD 83)
 AC7625_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7625_SETTING: 66 = SET IN ROCK OUTCROP
 AC7625_STAMPING: BIG BUTT 1993
 AC7625_MARK LOGO: NCGS  
 AC7625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7625+STABILITY: POSITION/ELEVATION WELL
 AC7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7625+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC7625
 AC7625  HISTORY     - Date     Condition        Report By
 AC7625  HISTORY     - 1993     MONUMENTED       NCGS
 AC7625
 AC7625                          STATION DESCRIPTION
 AC7625
 AC7625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 AC7625'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF BARNARDSVILLE AND
 AC7625'9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF BURNSVILLE ON SUMMIT OF BIG BUTT
 AC7625'MOUNTAIN OR YEATES KNOB. PROCEED ALONG NC 197 FOR 10.0 MI (16.1 KM)
 AC7625'EAST-NORTHEAST FROM SR 2171 (POVERTY BRANCH AT THE POST OFFICE IN
 AC7625'BARNARDSVILLE) TO CANE RIVER GAP, THENCE SOUTHEAST FOR 1.0 MI (1.6 KM)
 AC7625'ALONG PRIVATE WOODS ROAD TO END OF TRUCK TRAVEL, THENCE
 AC7625'SOUTH-SOUTHWEST ON FOOT OR ATV FOR 1.25 MI (2.01 KM) ALONG WILSON
 AC7625'RIDGE TO FLATS ON SOUTHWEST SIDE OF FLAT SPRING KNOB, THENCE LEAVE ATV
 AC7625'TRAIL AND CONTINUE SOUTH-SOUTHWEST ON FOOT FOR ABOUT 0.4 MI (0.6 KM)
 AC7625'ALONG BIG BUTT TRAIL TO SUMMIT OF BIG BUTT MOUNTAIN AND STATION
 AC7625'DRILLED IN A 9 X 5 FOOT ROCK OUTCROP. ALTERNATE ROUTES ARE SOUTH ON
 AC7625'FOOT FOR ABOUT 2.2 MI (3.5 KM) ALONG THE BIGG BUTT TRAIL FROM CANE
 AC7625'RIVER GAP OR NORTH ON FOOT FOR ABOUT 3.8 MI (6.1 KM) FROM BALSAM GAP
 AC7625'NEAR THE 360 MILE MARKER ON THE BLUE RIDGE PARKWAY. MARK IS 15.8 FT
 AC7625'(4.8 M) SOUTH-SOUTHWEST OF A US FOREST SERVICE CORNER MARKER, 6.5 FT
 AC7625'(2.0 M) NORTH OF AN 8-INCH FORKED BEECH, 5.9 FT (1.8 M) EAST OF A
 AC7625'6-INCH FORKED BEECH, AND 6.0 FT (1.8 M) SOUTHEAST OF A 6-INCH BEECH
 AC7625'BEARING TREE--ALL WITH TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3397 ***********************************************************************
 GA3397  DESIGNATION -  BIG BUTT RESET
 GA3397  PID         -  GA3397
 GA3397  STATE/COUNTY-  NC/MADISON
 GA3397  USGS QUAD   -  GREYSTONE (1978)
 GA3397
 GA3397                         *CURRENT SURVEY CONTROL
 GA3397  ___________________________________________________________________
 GA3397* NAD 83(2001)-  36 03 40.96108(N)    082 37 38.75844(W)     ADJUSTED  
 GA3397* NAVD 88     -      1478.9    (meters)    4852.     (feet)  VERTCON   
 GA3397  ___________________________________________________________________
 GA3397  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 GA3397  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 GA3397  HORZ ORDER  -  FIRST
 GA3397
 GA3397.The horizontal coordinates were established by classical geodetic methods
 GA3397.and adjusted by the National Geodetic Survey in August 2005.
 GA3397
 GA3397.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3397
 GA3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3397
 GA3397.The geoid height was determined by GEOID03.
 GA3397
 GA3397;                    North         East     Units Scale Factor Converg.
 GA3397;SPC NC       -   262,381.100   282,873.887   MT  0.99997232   -2 05 37.1
 GA3397;SPC NC       -   860,828.66    928,062.08   sFT  0.99997232   -2 05 37.1
 GA3397;SPC TN       -   196,960.218   903,773.855   MT  0.99995624   +1 58 28.0
 GA3397;SPC TN       -   646,193.65  2,965,131.39   sFT  0.99995624   +1 58 28.0
 GA3397;UTM  17      - 3,991,981.730   353,430.980   MT  0.99986470   -0 57 29.4
 GA3397
 GA3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3397!SPC NC       -   0.99977275  x   0.99997232  =   0.99974507
 GA3397!SPC TN       -   0.99977275  x   0.99995624  =   0.99972900
 GA3397!UTM  17      -   0.99977275  x   0.99986470  =   0.99963748
 GA3397
 GA3397:                Primary Azimuth Mark                     Grid Az
 GA3397:SPC NC       -  ROAN HIGH BLUFF RESET                    087 18 20.0
 GA3397:SPC TN       -  ROAN HIGH BLUFF RESET                    083 14 14.9
 GA3397:UTM  17      -  ROAN HIGH BLUFF RESET                    086 10 12.3
 GA3397
 GA3397|---------------------------------------------------------------------|
 GA3397| PID    Reference Object                     Distance      Geod. Az  |
 GA3397|                                                           dddmmss.s |
 GA3397| GA3380 ROAN HIGH BLUFF RESET               APPROX.43.6 KM 0851242.9 |
 GA3397| GA3649 BIG BUTT RM 2                         5.125 METERS 12156     |
 GA3397| GA3647 BIG BUTT RM                                        16155     |
 GA3397| GA3648 BIG BUTT RM 1                         3.372 METERS 17436     |
 GA3397| FB3124 MOUNT PISGAH                        APPROX.71.5 KM 1892731.3 |
 GA3397| FB2636 LITTLE BALD                                        2421030.7 |
 GA3397|---------------------------------------------------------------------|
 GA3397
 GA3397                          SUPERSEDED SURVEY CONTROL
 GA3397
 GA3397  NAD 83(1995)-  36 03 40.96011(N)    082 37 38.75861(W) AD(       ) 1
 GA3397  NAD 83(1993)-  36 03 40.97016(N)    082 37 38.77074(W) AD(       ) 1
 GA3397  NAD 83(1993)-  36 03 40.97039(N)    082 37 38.77097(W) AD(       ) 1
 GA3397  NAD 83(1986)-  36 03 40.96993(N)    082 37 38.77020(W) AD(       ) 1
 GA3397  NAD 27      -  36 03 40.58900(N)    082 37 39.26900(W) AD(       ) 1
 GA3397  NGVD 29 (07/19/86) 1479.0    (m)         4852.     (f) VERT ANG    3  
 GA3397
 GA3397.Superseded values are not recommended for survey control.
 GA3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3397.See file dsdata.txt to determine how the superseded data were derived.
 GA3397
 GA3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5343191982(NAD 83)
 GA3397_MARKER: DE = TRAVERSE STATION DISK
 GA3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3397_SP_SET: SQUARE CONCRETE MONUMENT
 GA3397_STAMPING: BIG BUTT 1933
 GA3397_MARK LOGO: NCGS  
 GA3397_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3397+STABILITY: SURFACE MOTION
 GA3397
 GA3397  HISTORY     - Date     Condition        Report By
 GA3397  HISTORY     - 1930     MONUMENTED       NCGS
 GA3397  HISTORY     - 1933     SEE DESCRIPTION  CGS
 GA3397  HISTORY     - 1975     GOOD             LOCENG
 GA3397  HISTORY     - 19820101 GOOD             NCGS
 GA3397
 GA3397                          STATION DESCRIPTION
 GA3397
 GA3397'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GA3397'ON CENTRAL ONE OF THREE HIGH PEAKS ON TOP OF BIG BUTT
 GA3397'MOUNTAIN (KNOWN
 GA3397'LOCALLY AS GRAVELLY KNOB), ABOUT 20 MILES SOUTHEAST
 GA3397'OF GREENVILLE, IS MILES SOUTH OF
 GA3397'CHUCKEY ON SOUTHERN RAILWAY, AND ON
 GA3397'OR NEAR NORTH CAROLINA-TENNESSEE STATE LINE.  TO
 GA3397'REACH FROM ERWIN, GO
 GA3397'SOUTH 8.6 MILES ON U.S.  ROUTE 23 TO GRAVEL ROAD ON RIGHT WHICH
 GA3397'CROSSES CONCRETE
 GA3397'BRIDGE AT STONE FILLING STATION AND STORE, CROSS
 GA3397'BRIDGE, FOLLOW GRAVEL ROAD 4.7
 GA3397'MILES TO FORK, KEEP STRAIGHT AHEAD ON
 GA3397'RIGHT FORK, CONTINUE 7.0 MILES TO MILL CREEK,
 GA3397'FOLLOW UP CREEK 1.6
 GA3397'MILES TO FARM OF MILLARD SHELTON AND END OF TRUCK TRAVEL.
 GA3397'FOLLOW
 GA3397'WELL-WORN TRAIL ABOUT 2-1/4 MILES TO TOP OF MOUNTAIN AND ABOUT 1-1/4
 GA3397'MILES ALONG TOP TO
 GA3397'GRAVELLY KNOB AND STATION SITE.  ORIGINAL STATION
 GA3397'MARK WAS DRILL HOLE AT INTERSECTION
 GA3397'OF NORTH-AND-SOUTH AND
 GA3397'EAST-AND-WEST GROOVED LINES ON LARGE ROCK FLUSH WITH
 GA3397'GROUND.  THIS
 GA3397'ROCK WAS FOUND DUG UP IN 1930 AND STATION WAS REESTABLISHED WITH
 GA3397'STANDARD DISK
 GA3397'STATION MARK IN DRILL HOLE IN ROCK, ABOUT 2
 GA3397'FEET BELOW SURFACE OF GROUND AND
 GA3397'PROBABLY WITHIN SEVERAL INCHES OF
 GA3397'ORIGINAL POSITION.  ORIGINAL REFERENCE MARKS WERE
 GA3397'DRILL HOLES AND
 GA3397'ARROWS IN ROCK OUTCROPS.  TWO OF THESE POINTS WERE RE-MARKED IN 1930
 GA3397'WITH STANDARD
 GA3397'REFERENCE DISKS.  NO. 1 IS 3.372 METERS
 GA3397'(11.06 FEET) FROM STATION S 5 DEG 23 MIN E.
 GA3397'NO. 2 IS 5.125
 GA3397'METERS (16.81 FEET) FROM STATION
 GA3397'S 58 DEG 04 MIN E.
 GA3397'REMAINING DRILL HOLE, 11.79 FEET FROM STATION S 85 DEG 00
 GA3397'MIN W, COULD NOT
 GA3397'BE FOUND IN 1930.  REFERENCE MARK NO.  3, STANDARD
 GA3397'REFERENCE DISK IN LARGE WHITE
 GA3397'ROCK, ESTABLISHED IN 1933, IS
 GA3397'ON NORTHWEST SIDE OF TRAIL WHICH LEADS TO MOST
 GA3397'NORTHERLY OF PEAKS ON
 GA3397'TOP OF MOUNTAIN, AND APPROXIMATELY 0.4 MILE FROM STATION
 GA3397'N 47 DEG 50 MIN W.
 GA3397'CAMP CREEK BALD FIRE LOOKOUT TOWER IS 5.6
 GA3397'MILES FROM STATION
 GA3397'S 62 DEG 02 MIN W.  IN 1933 LARGE
 GA3397'STONE PROBABLY ORIGINAL STATION MARK,
 GA3397'MARKED WITH DRILL HOLE AND
 GA3397'LETTERS U.S.C.S.  WAS FOUND ABOUT 4 FEET WEST OF PRESENT
 GA3397'STATION.
 GA3397
 GA3397                          STATION RECOVERY (1975)
 GA3397
 GA3397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (RWF)
 GA3397'BIG BUTT SOLID IN ROCK 18 INCHES BELOW SURFACE.
 GA3397'AZIMUTH MARK SOLID (NO DAMAGE).
 GA3397'REF. MARKS NO SEARCH.
 GA3397'
 GA3397'TIE TO USGS STATION MARK BIG ROCK, APPROX. 3500 FEET.
 GA3397'
 GA3397'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI. SE OF GREENEVILLE.
 GA3397
 GA3397                          STATION RECOVERY (1982)
 GA3397
 GA3397'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 GA3397'THE STATION WAS RECOVERED AT THIS DATE. ALL MARKS ARE IN GOOD
 GA3397'CONDITION AS DESCRIBED IN 1960 RECOVERY.  THE AREA AROUND THE STATION
 GA3397'IS HEAVILY WOODED.  LINE OF SIGHT WAS CLEARED TO RM NO. 3 (AZIMUTH
 GA3397'MARK) AND--BIG ROCK--.
 GA3397'STATION IS LOCATED ABOUT 26.87 KM (16.70 MI) NORTH-NORTHWEST OF MARS
 GA3397'HILL, ALONG THE APPALACHIAN TRAIL.
 GA3397'TO REACH THE STATION FROM SAMS GAP ON U.S. 23 AT THE TENNESSEE-NC
 GA3397'STATE LINE, PROCEED NORTH ALONG U.S. 23 FOR 12.7 KM (7.90 MI) TO ROCKY
 GA3397'FORK CREEK AND DIRT ROAD ON LEFT (ROCKY FORK ROAD), THENCE NORTHWEST
 GA3397'ALONG DIRT ROAD FOR 1.45 KM (0.90 MI) TO A DIRT ROAD ON LEFT AND GATE,
 GA3397'FROM THIS POINT NO MOTOR VEHICLE IS ALLOWED WITHOUT WRITTEN PERMISSION
 GA3397'FROM TOM THRASH, WNC PALLETT CO., THENCE WEST ALONG DIRT ROAD FOR 1.05
 GA3397'KM (0.65 MI) MILES TO A FORK, THENCE NORTHWEST ALONG RIGHT FORK FOR
 GA3397'2.25 KM (1.40 MI) TO A FORK, THENCE NORTHWEST ALONG RIGHT FORK FOR 5.8
 GA3397'KM (3.60 MI) TO A FORK, THENCE WEST ALONG LEFT FORK FOR 5.95 KM
 GA3397'(3.70 MI) TO A FORK, THENCE WEST ALONG RIGHT FORK FOR 0.24 KM
 GA3397'(0.15 MI) TO A FORK, THENCE WEST ALONG LEFT FORK FOR 4.0 KM (2.50 MI)
 GA3397'AND TO A FORK, THENCE SOUTHWEST ALONG LEFT FORK FOR 1.2 KM (0.75 MI)
 GA3397'AND END OF TRUCK TRAVEL, THENCE ON FOOT ALONG TRAIL SOUTHWEST FOR 20
 GA3397'MINUTE HIKE TO THE APPALACHIAN TRAIL, THENCE ALONG APPALACHIAN TRAIL
 GA3397'SOUTHEAST FOR 500 FEET TO BIG BUTT RM 3 ON LEFT, THENCE CONTINUE
 GA3397'SOUTHEAST ALONG APPALACHIAN TRAIL FOR 1000 FEET TO RIDGE ON LEFT,
 GA3397'THENCE UP SAID RIDGE 1000 FEET TO KNOB AND STATION.
 GA3397'MARK IS ABOUT 2 FT BELOW GROUND.  LOCATED 3.8 M (12.5 FT)
 GA3397'SOUTH-SOUTHWEST OF 4-INCH MAPLE, 3.3 M (10.8 FT) WEST OF 3-INCH MAPLE,
 GA3397'2.1 M (6.9 FT) NORTH OF 2-INCH MAPLE, 2.9 M (9.5 FT) EAST-SOUTHEAST OF
 GA3397'3-INCH ASH--ALL WITH REFERENCE TAGS.
 GA3397'BIG BUTT RM 3 IS ABOUT 2000 FT NORTHWEST ALONG APPALACHIAN TRAIL IN A
 GA3397'LARGE BOULDER, 2.3 M (7.5 FT) EAST OF TRAIL AND 1.0 M (3.3 FT) NORTH
 GA3397'OF A CLUMP OF ASH TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3667 ***********************************************************************
 GA3667  DESIGNATION -  BIG BUTT RM 3
 GA3667  PID         -  GA3667
 GA3667  STATE/COUNTY-  NC/MADISON
 GA3667  USGS QUAD   -  GREYSTONE (1978)
 GA3667
 GA3667                         *CURRENT SURVEY CONTROL
 GA3667  ___________________________________________________________________
 GA3667* NAD 83(2001)-  36 03 54.26799(N)    082 37 56.85098(W)     NO CHECK  
 GA3667* NAVD 88     -      1449.     (meters)    4754.     (feet)  VERTCON   
 GA3667  ___________________________________________________________________
 GA3667  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 GA3667  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 GA3667  HORZ ORDER  -  SECOND
 GA3667
 GA3667.The horizontal coordinates were established by classical geodetic methods
 GA3667.and adjusted by the National Geodetic Survey in August 2005.
 GA3667.No horizontal observational check was made to the station.
 GA3667
 GA3667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3667
 GA3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3667
 GA3667.The geoid height was determined by GEOID03.
 GA3667
 GA3667;                    North         East     Units Scale Factor Converg.
 GA3667;SPC NC       -   262,807.516   282,436.422   MT  0.99997323   -2 05 47.6
 GA3667;SPC NC       -   862,227.66    926,626.83   sFT  0.99997323   -2 05 47.6
 GA3667;SPC TN       -   197,354.519   903,307.249   MT  0.99995650   +1 58 17.4
 GA3667;SPC TN       -   647,487.28  2,963,600.53   sFT  0.99995650   +1 58 17.4
 GA3667;UTM  17      - 3,992,399.349   352,985.199   MT  0.99986632   -0 57 40.3
 GA3667
 GA3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3667!SPC NC       -   0.99977737  x   0.99997323  =   0.99975061
 GA3667!SPC TN       -   0.99977737  x   0.99995650  =   0.99973388
 GA3667!UTM  17      -   0.99977737  x   0.99986632  =   0.99964372
 GA3667
 GA3667                          SUPERSEDED SURVEY CONTROL
 GA3667
 GA3667  NAD 83(1995)-  36 03 54.26701(N)    082 37 56.85115(W) AD(       ) 2
 GA3667  NAD 83(1993)-  36 03 54.27695(N)    082 37 56.86325(W) AD(       ) 2
 GA3667  NAD 83(1993)-  36 03 54.27719(N)    082 37 56.86348(W) AD(       ) 2
 GA3667  NAD 83(1986)-  36 03 54.27675(N)    082 37 56.86275(W) AD(       ) 2
 GA3667  NGVD 29 (02/22/93) 1450.     (m)         4757.     (f) VERT ANG    3  
 GA3667
 GA3667.Superseded values are not recommended for survey control.
 GA3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3667.See file dsdata.txt to determine how the superseded data were derived.
 GA3667
 GA3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5298592399(NAD 83)
 GA3667_MARKER: DR = REFERENCE MARK DISK
 GA3667_SETTING: 80 = SET IN A BOULDER
 GA3667_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 GA3667_STAMPING: BIG BUTT NO 3 1933
 GA3667_MARK LOGO: CGS   
 GA3667_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3667+STABILITY: SURFACE MOTION
 GA3667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GA3667+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1981
 GA3667
 GA3667  HISTORY     - Date     Condition        Report By
 GA3667  HISTORY     - 1933     MONUMENTED       CGS
 GA3667  HISTORY     - 19810101 GOOD             NCGS
 GA3667
 GA3667                          STATION DESCRIPTION
 GA3667
 GA3667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 GA3667'STATION IS LOCATED ABOUT 26.87 KM (16.70 MI) NORTH-NORTHWEST OF MARS
 GA3667'HILL, ALONG THE APPALACHIAN TRAIL.
 GA3667'TO REACH THE STATION FROM SAMS GAP ON U.S. 23 AT THE TENNESSEE-NC
 GA3667'STATE LINE, PROCEED NORTH ALONG U.S. 23 FOR 12.7 KM (7.90 MI) TO ROCKY
 GA3667'FORK CREEK AND DIRT ROAD ON LEFT (ROCKY FORK ROAD), THENCE NORTHWEST
 GA3667'ALONG DIRT ROAD FOR 1.45 KM (0.90 MI) TO A DIRT ROAD ON LEFT AND GATE,
 GA3667'FROM THIS POINT NO MOTOR VEHICLE IS ALLOWED WITHOUT WRITTEN PERMISSION
 GA3667'FROM TOM THRASH, WNC PALLETT CO., THENCE WEST ALONG DIRT ROAD FOR 1.05
 GA3667'KM (0.65 MI) MILES TO A FORK, THENCE NORTHWEST ALONG RIGHT FORK FOR
 GA3667'2.25 KM (1.40 MI) TO A FORK, THENCE NORTHWEST ALONG RIGHT FORK FOR 5.8
 GA3667'KM (3.60 MI) TO A FORK, THENCE WEST ALONG LEFT FORK FOR 5.95 KM
 GA3667'(3.70 MI) TO A FORK, THENCE WEST ALONG RIGHT FORK FOR 0.24 KM
 GA3667'(0.15 MI) TO A FORK, THENCE WEST ALONG LEFT FORK FOR 4.0 KM (2.50 MI)
 GA3667'AND TO A FORK, THENCE SOUTHWEST ALONG LEFT FORK FOR 1.2 KM (0.75 MI)
 GA3667'AND END OF TRUCK TRAVEL, THENCE ON FOOT ALONG TRAIL SOUTHWEST FOR 20
 GA3667'MINUTE HIKE TO THE APPALACHIAN TRAIL, THENCE ALONG APPALACHIAN TRAIL
 GA3667'SOUTHEAST FOR 500 FEET TO BIG BUTT RM 3 ON LEFT IN A LARGE BOULDER.
 GA3667'TRIANGULATION STATION IS ON THE KNOB 2000 FEET SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5562 ***********************************************************************
 AA5562  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5562  DESIGNATION -  BIG COVE
 AA5562  PID         -  AA5562
 AA5562  STATE/COUNTY-  NC/BUNCOMBE
 AA5562  USGS QUAD   -  ENKA (1990)
 AA5562
 AA5562                         *CURRENT SURVEY CONTROL
 AA5562  ___________________________________________________________________
 AA5562* NAD 83(2007)-  35 34 18.39763(N)    082 44 12.59564(W)     ADJUSTED  
 AA5562* NAVD 88     -       810.12   (meters)    2657.9    (feet)  GPS OBS   
 AA5562  ___________________________________________________________________
 AA5562  EPOCH DATE  -        2002.00
 AA5562  X           -     656,714.386 (meters)                     COMP
 AA5562  Y           -  -5,152,737.223 (meters)                     COMP
 AA5562  Z           -   3,690,102.628 (meters)                     COMP
 AA5562  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 AA5562  ELLIP HEIGHT-         780.741 (meters)          (02/10/07) ADJUSTED
 AA5562  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AA5562
 AA5562  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5562  Type    PID    Designation                      North   East  Ellip
 AA5562  -------------------------------------------------------------------
 AA5562  NETWORK AA5562 BIG COVE                          0.41   0.31   0.67
 AA5562  -------------------------------------------------------------------
 AA5562
 AA5562.The horizontal coordinates were established by GPS observations
 AA5562.and adjusted by the National Geodetic Survey in February 2007.
 AA5562
 AA5562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5562.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5562.The horizontal coordinates are valid at the epoch date displayed above.
 AA5562.The epoch date for horizontal control is a decimal equivalence
 AA5562.of Year/Month/Day.
 AA5562
 AA5562.The orthometric height was determined by GPS observations and a
 AA5562.high-resolution geoid model.
 AA5562.The orthometric height was determined by GPS observations and a
 AA5562.high-resolution geoid model using precise GPS observation and
 AA5562.processing techniques.
 AA5562
 AA5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5562
 AA5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5562
 AA5562.The ellipsoidal height was determined by GPS observations
 AA5562.and is referenced to NAD 83.
 AA5562
 AA5562.The geoid height was determined by GEOID03.
 AA5562
 AA5562;                    North         East     Units Scale Factor Converg.
 AA5562;SPC NC       -   208,465.223   270,980.469   MT  0.99988814   -2 09 24.4
 AA5562;SPC NC       -   683,939.65    889,041.76   sFT  0.99988814   -2 09 24.4
 AA5562;UTM  17      - 3,937,841.897   342,613.705   MT  0.99990525   -1 00 38.0
 AA5562
 AA5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5562!SPC NC       -   0.99987747  x   0.99988814  =   0.99976563
 AA5562!UTM  17      -   0.99987747  x   0.99990525  =   0.99978273
 AA5562
 AA5562                          SUPERSEDED SURVEY CONTROL
 AA5562
 AA5562  NAD 83(2001)-  35 34 18.39773(N)    082 44 12.59558(W) AD(       ) 1
 AA5562  ELLIP H (03/13/03)  780.741  (m)                       GP(       ) 4 2
 AA5562  NAD 83(1995)-  35 34 18.39836(N)    082 44 12.59547(W) AD(       ) 1
 AA5562  NAD 83(1986)-  35 34 18.40516(N)    082 44 12.59587(W) AD(       ) 1
 AA5562  NGVD 29 (09/30/94)  810.1    (m)         2658.     (f) GPS OBS     3  
 AA5562
 AA5562.Superseded values are not recommended for survey control.
 AA5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5562.See file dsdata.txt to determine how the superseded data were derived.
 AA5562
 AA5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4261437842(NAD 83)
 AA5562_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5562_SP_SET: CONCRETE POST
 AA5562_STAMPING: BIG COVE 1991
 AA5562_MARK LOGO: NCGS  
 AA5562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5562+STABILITY: SURFACE MOTION
 AA5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5562+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 AA5562
 AA5562  HISTORY     - Date     Condition        Report By
 AA5562  HISTORY     - 1991     MONUMENTED       NCGS
 AA5562  HISTORY     - 20040815 GOOD             GEOMET
 AA5562  HISTORY     - 20050816 GOOD             MAC
 AA5562
 AA5562                          STATION DESCRIPTION
 AA5562
 AA5562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5562'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF ENKA AND
 AA5562'10.5 MI (16.9 KM) WEST OF ASHEVILLE, AT THE BRENTWOOD STABLES. PROCEED
 AA5562'ALONG US 19-23-74 FOR 0.5 MI (0.8 KM) WEST FROM NC 151 (IN NEW
 AA5562'CANDLER), THENCE NORTHWEST FOR 2.2 MI (3.5 KM) ALONG SR 1208 (JUSTICE
 AA5562'RIDGE ROAD), THENCE NORTHWEST FOR 0.35 MI (0.56 KM) ALONG SR 1141
 AA5562'(LUTHER ROAD), THENCE NORTH FOR 0.09 MI (0.14 KM) ALONG SR 1207 (BIG
 AA5562'COVE ROAD)TO STABLE ENTRANCE, THENCE NORTH FOR 0.55 MI (0.89 KM) ALONG
 AA5562'DRIVE TO HOUSE ON HILLTOP AND STATION IN YARD. MARK IS ABOUT LEVEL
 AA5562'WITH DRIVE AND FLUSH WITH GROUND. LOCATED 31.0 FT (9.4 M)
 AA5562'EAST-SOUTHEAST OF THE CENTERLINE OF ASPHALT DRIVE, 48.4 FT (14.8 M)
 AA5562'SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK AND FRAME HOUSE, 217.0 FT
 AA5562'(66.1 M) NORTH-NORTHEAST OF THE Y-INTERSECTION OF ASPHALT DRIVES, 80.8
 AA5562'FT (24.6 M) SOUTH OF A LIGHT POLE, AND 47.2 FT (14.4 M) EAST-SOUTHEAST
 AA5562'OF A FENCE POST WITH REFERENCE TAG.
 AA5562
 AA5562                          STATION RECOVERY (2004)
 AA5562
 AA5562'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5562'RECOVERED AS DESCRIBED WITH A NEW TO REACH.
 AA5562' 
 AA5562'THE STATION IS LOCATED AT THE ALPINE STABLES, 117 BENTWOOD DRIVE
 AA5562'(PRIVATE DRIVE).  TO REACH THE STATION FROM THE INTERSECTION OF US
 AA5562'19/23 AND NC 151 IN NEW CANDLER,  GO 0.8 KM (0.5 MILE) WEST ON US
 AA5562'19/23 TO ITS INTERSECTION WITH SR 1208 (JUSTICE RIDGE ROAD).  TURN
 AA5562'RIGHT AND GO NORTHWEST ON SR 1208 FOR 3.5 KM (2.2 MILES) TO ITS
 AA5562'INTERSECTION WITH SR  1141 (LUTHER ROAD).  TURN LEFT AND GO NORTHWEST
 AA5562'ON SR 1141 FOR 0.56 KM (0.35 MILE) TO ITS  INTERSECTION WITH SR 1207
 AA5562'(BIG COVE ROAD). TURN RIGHT AND GO NORTH ON SR 1207 FOR 1.4 KM  (0.9
 AA5562'MILE) TO THE ENTRANCE TO THE ALPINE STABLES.  TURN RIGHT AND GO NORTH
 AA5562'ON BENTWOOD  DRIVE FOR 0.88 KM (0.55 MILE) TO A HOUSE ON THE HILL AND
 AA5562'THE STATION IN THE YARD.
 AA5562
 AA5562                          STATION RECOVERY (2005)
 AA5562
 AA5562'RECOVERY NOTE BY MATTERN AND CRAIG 2005 (JAN)
 AA5562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8016 ***********************************************************************
 DK8016  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8016  DESIGNATION -  BIG COVE
 DK8016  PID         -  DK8016
 DK8016  STATE/COUNTY-  NC/SWAIN
 DK8016  USGS QUAD   -  SMOKEMONT (1987)
 DK8016
 DK8016                         *CURRENT SURVEY CONTROL
 DK8016  ___________________________________________________________________
 DK8016* NAD 83(2007)-  35 34 03.06428(N)    083 15 13.96350(W)     ADJUSTED  
 DK8016* NAVD 88     -       759.72   (meters)    2492.5    (feet)  GPS OBS   
 DK8016  ___________________________________________________________________
 DK8016  EPOCH DATE  -        2002.00
 DK8016  X           -     610,216.675 (meters)                     COMP
 DK8016  Y           -  -5,158,686.576 (meters)                     COMP
 DK8016  Z           -   3,689,689.328 (meters)                     COMP
 DK8016  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DK8016  ELLIP HEIGHT-         731.124 (meters)          (01/21/09) ADJUSTED
 DK8016  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DK8016  HORZ ORDER  -  FIRST
 DK8016  ELLP ORDER  -  FOURTH    CLASS II
 DK8016
 DK8016.The horizontal coordinates were established by GPS observations
 DK8016.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8016
 DK8016.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8016.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8016.The horizontal coordinates are valid at the epoch date displayed above.
 DK8016.The epoch date for horizontal control is a decimal equivalence
 DK8016.of Year/Month/Day.
 DK8016
 DK8016.The orthometric height was determined by GPS observations and a
 DK8016.high-resolution geoid model.
 DK8016.The orthometric height was determined by GPS observations and a
 DK8016.high-resolution geoid model using precise GPS observation and
 DK8016.processing techniques.
 DK8016
 DK8016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8016
 DK8016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8016
 DK8016.The ellipsoidal height was determined by GPS observations
 DK8016.and is referenced to NAD 83.
 DK8016
 DK8016.The geoid height was determined by GEOID03.
 DK8016
 DK8016;                    North         East     Units Scale Factor Converg.
 DK8016;SPC NC       -   209,878.791   224,133.918   MT  0.99988773   -2 27 18.8
 DK8016;SPC NC       -   688,577.33    735,346.03   sFT  0.99988773   -2 27 18.8
 DK8016;UTM  17      - 3,938,319.122   295,742.766   MT  1.00011416   -1 18 41.2
 DK8016
 DK8016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8016!SPC NC       -   0.99988526  x   0.99988773  =   0.99977300
 DK8016!UTM  17      -   0.99988526  x   1.00011416  =   0.99999940
 DK8016
 DK8016                          SUPERSEDED SURVEY CONTROL
 DK8016
 DK8016.No superseded survey control is available for this station.
 DK8016
 DK8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9574338319(NAD 83)
 DK8016_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8016_STAMPING: BIG COVE 2003
 DK8016_MARK LOGO: NCGS  
 DK8016_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK8016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8016+STABILITY: SURFACE MOTION
 DK8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8016+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8016
 DK8016  HISTORY     - Date     Condition        Report By
 DK8016  HISTORY     - 2003     MONUMENTED       NCGS
 DK8016
 DK8016                          STATION DESCRIPTION
 DK8016
 DK8016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8016'THE MARK IS LOCATED ABOUT 14.4 MI (23.3 KM) NORTHEAST OF BRYSON CITY,
 DK8016'13.5 MI (21.8 KM) NORTH OF SYLVA AND 7.2 MI (11.7 KM) NORTH-NORTHEAST
 DK8016'OF CHEROKEE.
 DK8016' 
 DK8016'PROCEED ALONG US 441 FOR 1.95 MI (3.14 KM) NORTH CURVING EAST FROM US
 DK8016'19 (IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER),
 DK8016'THENCE SOUTH ALONG AQUONI ROAD FOR 0.05 MI, THENCE EAST CURVING
 DK8016'NORTHEAST FOR 1.15 MI (1.85 KM) ALONG BIG COVE ROAD TO THE BLUE RIDGE
 DK8016'PARKWAY OVERPASS.  CONTINUE NORTHEAST FOR 8.1 MI (13.0 KM) ALONG BIG
 DK8016'COVE ROAD TO A BRIDGE OVER RAVEN FORK, THENCE NORTHWEST FOR 0.45 MI
 DK8016'(0.72 KM) ALONG BIG COVE ROAD TO A Y INTERSECTION OF BIG COVE LOOP,
 DK8016'TAKE THE LEFT FORK AND GO WEST FOR 0.05 MI (0.08 KM) ALONG BIG COVE
 DK8016'LOOP, IN THE SOUTH SHOULDER OF ROAD NEAR THE STONE AND BLOCK HOUSE
 DK8016'RUINS.  MARK IS ABOUT 1-FT LOWER THAN BIG COVE LOOP AND FLUSH WITH THE
 DK8016'GROUND.
 DK8016' 
 DK8016'LOCATED 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF BIG COVE
 DK8016'LOOP, 84.3 FT (25.7 M) SOUTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 DK8016'GUARD RAIL, 203.0 FT (61.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 DK8016'STRAIGHT FORK BAPTIST CHURCH, 149.0 FT (45.4 M) NORTH OF THE NORTHWEST
 DK8016'CORNER OF STONE/BLOCK HOUSE RUINS AND 52.8 FT (16.1 M) NORTH-NORTHEAST
 DK8016'OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5563 ***********************************************************************
 AA5563  DESIGNATION -  BIG COVE AZ MK
 AA5563  PID         -  AA5563
 AA5563  STATE/COUNTY-  NC/BUNCOMBE
 AA5563  USGS QUAD   -  ENKA (1990)
 AA5563
 AA5563                         *CURRENT SURVEY CONTROL
 AA5563  ___________________________________________________________________
 AA5563* NAD 83(2001)-  35 34 03.39946(N)    082 44 08.64309(W)     NO CHECK  
 AA5563* NAVD 88     -       769.     (meters)    2523.     (feet)  VERT ANG  
 AA5563  ___________________________________________________________________
 AA5563  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 AA5563  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AA5563  HORZ ORDER  -  SECOND
 AA5563
 AA5563.The horizontal coordinates were established by classical geodetic methods
 AA5563.and adjusted by the National Geodetic Survey in August 2005.
 AA5563.No horizontal observational check was made to the station.
 AA5563
 AA5563.The orthometric height was determined by vertical angle observations.
 AA5563.No vertical observational check was made to the station.
 AA5563
 AA5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5563
 AA5563.The geoid height was determined by GEOID03.
 AA5563
 AA5563;                    North         East     Units Scale Factor Converg.
 AA5563;SPC NC       -   207,999.618   271,062.524   MT  0.99988774   -2 09 22.2
 AA5563;SPC NC       -   682,412.08    889,310.96   sFT  0.99988774   -2 09 22.2
 AA5563;UTM  17      - 3,937,378.019   342,705.060   MT  0.99990490   -1 00 35.4
 AA5563
 AA5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5563!SPC NC       -   0.99988395  x   0.99988774  =   0.99977170
 AA5563!UTM  17      -   0.99988395  x   0.99990490  =   0.99978886
 AA5563
 AA5563                          SUPERSEDED SURVEY CONTROL
 AA5563
 AA5563  NAD 83(1995)-  35 34 03.40012(N)    082 44 08.64298(W) AD(       ) 2
 AA5563  NAD 83(1986)-  35 34 03.40692(N)    082 44 08.64322(W) AD(       ) 2
 AA5563  NGVD 29 (03/11/98)  769.     (m)         2523.     (f) VERT ANG    3  
 AA5563
 AA5563.Superseded values are not recommended for survey control.
 AA5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5563.See file dsdata.txt to determine how the superseded data were derived.
 AA5563
 AA5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4270537378(NAD 83)
 AA5563_MARKER: DZ = AZIMUTH MARK DISK
 AA5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5563_SP_SET: CONCRETE POST
 AA5563_STAMPING: BIG COVE 1991
 AA5563_MARK LOGO: NCGS  
 AA5563_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5563+STABILITY: SURFACE MOTION
 AA5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5563+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 AA5563
 AA5563  HISTORY     - Date     Condition        Report By
 AA5563  HISTORY     - 1991     MONUMENTED       NCGS
 AA5563  HISTORY     - 20050811 GOOD             MAC
 AA5563
 AA5563                          STATION DESCRIPTION
 AA5563
 AA5563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5563'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF ENKA AND
 AA5563'10.5 MI (16.9 KM) WEST OF ASHEVILLE, AT THE BRENTWOOD STABLES. PROCEED
 AA5563'ALONG US 19-23-74 FOR 0.5 MI (0.8 KM) WEST FROM NC 151 (IN NEW
 AA5563'CANDLER), THENCE NORTHWEST FOR 2.2 MI (3.5 KM) ALONG SR 1208 (JUSTICE
 AA5563'RIDGE ROAD), THENCE NORTHWEST FOR 0.35 MI (0.56 KM) ALONG SR 1141
 AA5563'(LUTHER ROAD), THENCE NORTH FOR 0.9 MI (1.4 KM) ALONG SR 1207 (BIG
 AA5563'COVE ROAD) TO STABLE ENTRANCE, THENCE NORTH FOR 0.3 MI (0.5 KM) ALONG
 AA5563'DRIVE TO STATION NEAR FENCE. MARK IS ABOUT LEVEL WITH DRIVE AND FLUSH
 AA5563'WITH GROUND. LOCATED 24.0 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF
 AA5563'DRIVE--AND 6.8 FT (2.1 M) NORTH-NORTHWEST OF FENCE POST AT FENCE
 AA5563'ENTRANCE, 10.9 FT (3.3 M) SOUTH-SOUTHEAST OF FORKED MAPLE--BOTH WITH
 AA5563'REFERENCE TAGS.
 AA5563
 AA5563                          STATION RECOVERY (2005)
 AA5563
 AA5563'RECOVERY NOTE BY MATTERN AND CRAIG 2005 (JAN)
 AA5563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1716 ***********************************************************************
 FC1716  DESIGNATION -  BIG D
 FC1716  PID         -  FC1716
 FC1716  STATE/COUNTY-  NC/CHEROKEE
 FC1716  USGS QUAD   -  MURPHY (1990)
 FC1716
 FC1716                         *CURRENT SURVEY CONTROL
 FC1716  ___________________________________________________________________
 FC1716* NAD 83(2001)-  35 04 27.41379(N)    084 02 45.74446(W)     ADJUSTED  
 FC1716* NAVD 88     -       491.0    (meters)    1611.     (feet)  VERTCON   
 FC1716  ___________________________________________________________________
 FC1716  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 FC1716  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FC1716  HORZ ORDER  -  SECOND
 FC1716
 FC1716.The horizontal coordinates were established by classical geodetic methods
 FC1716.and adjusted by the National Geodetic Survey in August 2005.
 FC1716
 FC1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1716
 FC1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1716
 FC1716.The geoid height was determined by GEOID03.
 FC1716
 FC1716;                    North         East     Units Scale Factor Converg.
 FC1716;SPC NC       -   158,595.579   149,628.708   MT  0.99987736   -2 54 44.7
 FC1716;SPC NC       -   520,325.66    490,906.85   sFT  0.99987736   -2 54 44.7
 FC1716;UTM  16      - 3,885,272.673   769,350.751   MT  1.00049423   +1 41 54.5
 FC1716;UTM  17      - 3,885,525.610   222,250.436   MT  1.00055088   -1 45 05.4
 FC1716
 FC1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1716!SPC NC       -   0.99992745  x   0.99987736  =   0.99980482
 FC1716!UTM  16      -   0.99992745  x   1.00049423  =   1.00042165
 FC1716!UTM  17      -   0.99992745  x   1.00055088  =   1.00047829
 FC1716
 FC1716:                Primary Azimuth Mark                     Grid Az
 FC1716:SPC NC       -  WILDCAT                                  259 57 35.0
 FC1716:UTM  16      -  WILDCAT                                  255 20 55.8
 FC1716:UTM  17      -  WILDCAT                                  258 47 55.7
 FC1716
 FC1716|---------------------------------------------------------------------|
 FC1716| PID    Reference Object                     Distance      Geod. Az  |
 FC1716|                                                           dddmmss.s |
 FC1716| FC1717 WILDCAT                             APPROX. 0.7 KM 2570250.3 |
 FC1716|---------------------------------------------------------------------|
 FC1716
 FC1716                          SUPERSEDED SURVEY CONTROL
 FC1716
 FC1716  NAD 83(1995)-  35 04 27.41523(N)    084 02 45.74309(W) AD(       ) 2
 FC1716  NAD 83(1992)-  35 04 27.42021(N)    084 02 45.75063(W) AD(       ) 2
 FC1716  NAD 83(1986)-  35 04 27.42026(N)    084 02 45.75071(W) AD(       ) 2
 FC1716  NAD 27      -  35 04 27.11888(N)    084 02 46.07260(W) AD(       ) 2
 FC1716  NGVD 29 (07/19/86)  491.0    (m)         1611.     (f) VERT ANG    3  
 FC1716
 FC1716.Superseded values are not recommended for survey control.
 FC1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1716.See file dsdata.txt to determine how the superseded data were derived.
 FC1716
 FC1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6935185273(NAD 83)
 FC1716_MARKER: DE = TRAVERSE STATION DISK
 FC1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1716_STAMPING: BIG D 1977
 FC1716_MARK LOGO: NCGS  
 FC1716_PROJECTION: FLUSH
 FC1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1716+STABILITY: SURFACE MOTION
 FC1716
 FC1716  HISTORY     - Date     Condition        Report By
 FC1716  HISTORY     - 1977     MONUMENTED       NCGS
 FC1716  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 FC1716  HISTORY     - 20000105 SEE DESCRIPTION  NCGS
 FC1716
 FC1716                          STATION DESCRIPTION
 FC1716
 FC1716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1716'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTHWEST OF MURPHY.
 FC1716'
 FC1716'TO REACH THE STATION FROM THE JUNCTION OF US 19 - US 129 (HIWASSEE
 FC1716'STREET) AND US 64 (PEACHTREE STREET) IN MURPHY, PROCEED SOUTHWEST
 FC1716'ALONG US 19 - US 129 AND US 64 FOR 1.45 MILES TO STATION ON LEFT.
 FC1716'
 FC1716'STATION MARK IS A STANDARD DISK STAMPED---BIG D 1977---, SET IN THE
 FC1716'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.
 FC1716'THE MARK IS 77.2 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF FOUR LANE
 FC1716'HIGHWAY, 19.2 FEET NORTH-NORTHWEST OF A 3 INCH BIRCH
 FC1716'AND 199.0 FEET EAST-NORTHEAST OF EASTERNMOST GUARD RAIL POST.
 FC1716
 FC1716                          STATION RECOVERY (1985)
 FC1716
 FC1716'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 FC1716'STATION PROBABLY LOST DUE TO ROAD CONSTRUCTION.
 FC1716
 FC1716                          STATION RECOVERY (2000)
 FC1716
 FC1716'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FC1716'THE STATION WAS NOT FOUND AND MAY BE LOST. THE GUARD RAIL ON THE SOUTH
 FC1716'SIDE OF THE ROAD AND BIRCH TREE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2111 ***********************************************************************
 FZ2111  DESIGNATION -  BIG ELK
 FZ2111  PID         -  FZ2111
 FZ2111  STATE/COUNTY-  NC/AVERY
 FZ2111  USGS QUAD   -  NEWLAND (1994)
 FZ2111
 FZ2111                         *CURRENT SURVEY CONTROL
 FZ2111  ___________________________________________________________________
 FZ2111* NAD 83(2001)-  36 03 00.82595(N)    081 58 23.45251(W)     ADJUSTED  
 FZ2111* NAVD 88     -      1342.3    (meters)    4404.     (feet)  VERTCON   
 FZ2111  ___________________________________________________________________
 FZ2111  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 FZ2111  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FZ2111  HORZ ORDER  -  SECOND
 FZ2111
 FZ2111.The horizontal coordinates were established by classical geodetic methods
 FZ2111.and adjusted by the National Geodetic Survey in August 2005.
 FZ2111
 FZ2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2111
 FZ2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2111
 FZ2111.The geoid height was determined by GEOID03.
 FZ2111
 FZ2111;                    North         East     Units Scale Factor Converg.
 FZ2111;SPC NC       -   259,185.420   341,746.531   MT  0.99996958   -1 42 57.7
 FZ2111;SPC NC       -   850,344.17  1,121,213.41   sFT  0.99996958   -1 42 57.7
 FZ2111;UTM  17      - 3,989,957.772   412,343.835   MT  0.99969467   -0 34 21.9
 FZ2111
 FZ2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2111!SPC NC       -   0.99979419  x   0.99996958  =   0.99976378
 FZ2111!UTM  17      -   0.99979419  x   0.99969467  =   0.99948893
 FZ2111
 FZ2111:                Primary Azimuth Mark                     Grid Az
 FZ2111:SPC NC       -  WINDY                                    136 40 36.8
 FZ2111:UTM  17      -  WINDY                                    135 32 01.0
 FZ2111
 FZ2111|---------------------------------------------------------------------|
 FZ2111| PID    Reference Object                     Distance      Geod. Az  |
 FZ2111|                                                           dddmmss.s |
 FZ2111| FZ2110 WINDY                               APPROX. 2.1 KM 1345739.1 |
 FZ2111|---------------------------------------------------------------------|
 FZ2111
 FZ2111                          SUPERSEDED SURVEY CONTROL
 FZ2111
 FZ2111  NAD 83(1995)-  36 03 00.82523(N)    081 58 23.44687(W) AD(       ) 2
 FZ2111  NAD 83(1993)-  36 03 00.83218(N)    081 58 23.45221(W) AD(       ) 2
 FZ2111  NAD 83(1986)-  36 03 00.83224(N)    081 58 23.45343(W) AD(       ) 2
 FZ2111  NAD 27      -  36 03 00.37833(N)    081 58 24.03608(W) AD(       ) 2
 FZ2111  NGVD 29 (07/19/86) 1342.4    (m)         4404.     (f) VERT ANG    3  
 FZ2111
 FZ2111.Superseded values are not recommended for survey control.
 FZ2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2111.See file dsdata.txt to determine how the superseded data were derived.
 FZ2111
 FZ2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1234489958(NAD 83)
 FZ2111_MARKER: DE = TRAVERSE STATION DISK
 FZ2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2111+STABILITY: SURFACE MOTION
 FZ2111
 FZ2111  HISTORY     - Date     Condition        Report By
 FZ2111  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2111
 FZ2111                          STATION DESCRIPTION
 FZ2111
 FZ2111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2111'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED ON THE
 FZ2111'HIGHEST TOP OF BIG ELK MOUNTAIN APPROXIMATELY 3.0 MILES NORTHWEST OF
 FZ2111'CROSSNORE AND 3.6 MILES SOUTHWEST OF NEWLAND, NORTH CAROLINA.
 FZ2111'
 FZ2111'TO REACH STATION FROM THE INTERSECTION OF SR 1138 (NW), SR 1143 (S)
 FZ2111'AND SR 1117 (NE) AT MT. PLEASANT, PROCEED NORTHWEST ALONG SR 1138 FOR
 FZ2111'0.5 MILE TO T INTERSECTION WITH SR 1119, THENCE SOUTH-SOUTHWEST ALONG
 FZ2111'SR 1119 FOR 0.45 MILE TO INTERSECTION WITH PRIVATE ROAD ON RIGHT,
 FZ2111'THENCE WESTERLY ALONG PRIVATE ROAD FOR 0.15 MILE TO GATE AT ENTRANCE
 FZ2111'INTO PASTURE ROAD, THENCE WESTERLY ALONG PASTURE ROAD FOR 0.7 MILE TO
 FZ2111'FENCE ALONG RIDGE OF MOUNTAIN, THENCE EASTERLY ALONG FENCE FOR 500
 FZ2111'FEET TO MOUNTAIN TOP AND STATION IN THE SOUTHEAST QUADRANT OF
 FZ2111'INTERSECTION OF FENCES RUNNING N-S AND E-W FROM PROPERTY CORNER.
 FZ2111'
 FZ2111'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BIG ELK 1975---, SET
 FZ2111'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES BELOW
 FZ2111'THE GROUND SURFACE. MARK IS 29.9 FEET NORTH OF 6 INCH MAPLE WITH
 FZ2111'ALUMINUM TAG, 64.3 FEET WEST-NORTHWEST OF 8 INCH MAPLE WITH ALUMINUM
 FZ2111'TAG, 15.3 FEET SOUTHWEST OF LOCUST POST WITH ALUMINUM TAG AND 50.7
 FZ2111'FEET SOUTH-SOUTHEAST OF 14 INCH MAPLE WITH ALUMINUM TAG.
 FZ2111'
 FZ2111'TO REACH AZIMUTH MARK (BOON 1975) PROCEED WESTERLY ALONG PASTURE ROAD
 FZ2111'FROM GATE ON RIDGE INTO SOUTH PASTURE FOR 0.3 MILE, AND NORTHWEST 0.35
 FZ2111'MILE ACROSS PASTURE (BACK TO SAME EAST-WEST FENCE ALONG RIDGE) TO
 FZ2111'NORTHWEST CORNER OF SOUTH PASTURE AT LARGE FLAT ROCK (75 FEET X 20
 FZ2111'FEET) AND STATION ABOUT 50 FEET NORTHWEST OF ROCK, BY EAST-WEST FENCE
 FZ2111'IN 1 FOOT X 3 FOOT OUTCROP.
 FZ2111'
 FZ2111'AZIMUTH MARK IS A STANDARD TRAVERSE DISK, STAMPED---BOON 1975---, SET
 FZ2111'FLUSH IN DRILL HOLE IN ROCK OUTCROP. MARK IS 51.8 FEET NORTHWEST OF
 FZ2111'NORTHWEST CORNER OF ROCK OUTCROP 75 FEET X  20 FEET, 8.0 FEET SOUTH-
 FZ2111'SOUTHWEST OF 36 INCH TWIN MAPLE WITH ALUMINUM TAG, 4.4 FEET SOUTHWEST
 FZ2111'OF FENCE POST WITH ALUMINUM TAG AND 17.6 FEET WEST-NORTHWEST OF 36
 FZ2111'INCH MAPLE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0785 ***********************************************************************
 EB0785  DESIGNATION -  BIG GUM
 EB0785  PID         -  EB0785
 EB0785  STATE/COUNTY-  NC/BLADEN
 EB0785  USGS QUAD   -  DUBLIN (1987)
 EB0785
 EB0785                         *CURRENT SURVEY CONTROL
 EB0785  ___________________________________________________________________
 EB0785* NAD 83(2001)-  34 42 11.36219(N)    078 44 22.52991(W)     ADJUSTED  
 EB0785* NAVD 88     -        46.050  (meters)     151.08   (feet)  ADJUSTED  
 EB0785  ___________________________________________________________________
 EB0785  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EB0785  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EB0785  DYNAMIC HT  -          46.006 (meters)     150.94  (feet)  COMP
 EB0785  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 EB0785
 EB0785  HORZ ORDER  -  SECOND
 EB0785  VERT ORDER  -  SECOND    CLASS II
 EB0785
 EB0785.The horizontal coordinates were established by classical geodetic methods
 EB0785.and adjusted by the National Geodetic Survey in August 2005.
 EB0785
 EB0785.The orthometric height was determined by differential leveling
 EB0785.and adjusted in June 1991.
 EB0785
 EB0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0785
 EB0785.The geoid height was determined by GEOID03.
 EB0785
 EB0785.The dynamic height is computed by dividing the NAVD 88
 EB0785.geopotential number by the normal gravity value computed on the
 EB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0785.degrees latitude (g = 980.6199 gals.).
 EB0785
 EB0785.The modeled gravity was interpolated from observed gravity values.
 EB0785
 EB0785;                    North         East     Units Scale Factor Converg.
 EB0785;SPC NC       -   105,766.067   633,456.972   MT  0.99991812   +0 09 01.1
 EB0785;SPC NC       -   347,000.84  2,078,266.75   sFT  0.99991812   +0 09 01.1
 EB0785;UTM  17      - 3,842,450.726   707,027.176   MT  1.00012830   +1 17 14.5
 EB0785
 EB0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0785!SPC NC       -   0.99999818  x   0.99991812  =   0.99991630
 EB0785!UTM  17      -   0.99999818  x   1.00012830  =   1.00012648
 EB0785
 EB0785:                Primary Azimuth Mark                     Grid Az
 EB0785:SPC NC       -  PURDIE                                   323 31 42.0
 EB0785:UTM  17      -  PURDIE                                   322 23 28.6
 EB0785
 EB0785|---------------------------------------------------------------------|
 EB0785| PID    Reference Object                     Distance      Geod. Az  |
 EB0785|                                                           dddmmss.s |
 EB0785| EB0784 PURDIE                              APPROX. 0.9 KM 3234043.1 |
 EB0785|---------------------------------------------------------------------|
 EB0785
 EB0785                          SUPERSEDED SURVEY CONTROL
 EB0785
 EB0785  NAD 83(1986)-  34 42 11.37201(N)    078 44 22.53921(W) AD(       ) 2
 EB0785  NAD 27      -  34 42 10.76280(N)    078 44 23.46867(W) AD(       ) 2
 EB0785  NGVD 29 (??/??/92)   46.341  (m)          152.04   (f) ADJ UNCH    2 2
 EB0785
 EB0785.Superseded values are not recommended for survey control.
 EB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0785.See file dsdata.txt to determine how the superseded data were derived.
 EB0785
 EB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0702742451(NAD 83)
 EB0785_MARKER: DE = TRAVERSE STATION DISK
 EB0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0785_STAMPING: BIG GUM 1973
 EB0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0785+STABILITY: SURFACE MOTION
 EB0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0785+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2001
 EB0785
 EB0785  HISTORY     - Date     Condition        Report By
 EB0785  HISTORY     - 1973     MONUMENTED       NCGS
 EB0785  HISTORY     - 1974     GOOD             NCGS
 EB0785  HISTORY     - 20010512 GOOD             USPSQD
 EB0785  HISTORY     - 20050331 GOOD             GEOCAC
 EB0785
 EB0785                          STATION DESCRIPTION
 EB0785
 EB0785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0785'BIG GUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0785'THE VICINITY OF DUBLIN, NORTH CAROLINA.
 EB0785'
 EB0785'BIG GUM IS LOCATED APPROXIMATELY 3.1 MILES NNW OF DUBLIN, AND 3.6
 EB0785'MILES SE OF TAR HEEL.  TO REACH STATION FROM INTERSECTION OF NC 87
 EB0785'AND NC 410 IN DUBLIN.  PROCEED NNW ALONG NC 87 FOR 3.4 MILES TO CURVE
 EB0785'LEFT AND STATION ON THE RIGHT SHOULDER.  0.1 MILE SE OF
 EB0785'INTERSECTION WITH SR 1336, AND APPROXIMATELY 40 FEET WSW OF A
 EB0785'LARGE GUM TREE.
 EB0785'
 EB0785'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIG GUM
 EB0785'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EB0785'INCHES BELOW THE SURFACE OF THE GROUND.
 EB0785'
 EB0785'MARK IS
 EB0785'
 EB0785'37.0 FEET E OF C/L OF NC 87.
 EB0785'111.5 FEET NNW OF INTERSECTION OF NC 87 AND DRIVEWAY LEADING WEST.
 EB0785'40.2 FEET WSW OF 40 INCH GUM W/ALUMINUM REF. TAG.
 EB0785
 EB0785                          STATION RECOVERY (1974)
 EB0785
 EB0785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0785'3.1 MI NW FROM DUBLIN.
 EB0785'BIG GUM IS LOCATED APPROXIMATELY 9.2 MILES WNW OF ELIZABETHTOWN.
 EB0785'TO REACH STATION FROM INTERSECTION OF NC 87 AND NC 410 IN DUBLIN,
 EB0785'PROCEED NNW ALONG NC 87 FOR 3.4 MILES TO CURVE LEFT AND STATION
 EB0785'ON THE RIGHT IN EAST SHOULDER, 0.1 MILE SE OF INTERSECTION WITH
 EB0785'SR 1336, 37.0 FT EAST OF C/L OF NC 87, 111.5 FT NNE OF INTERSECTION
 EB0785'OF NC 87 AND DRIVEWAY LEADING WEST, AND 40.2 FT WSW OF 40 IN
 EB0785'GUM WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EB0785'CYLINDER, 4 INCHES BELOW THE GROUND.
 EB0785
 EB0785                          STATION RECOVERY (2001)
 EB0785
 EB0785'RECOVERY NOTE BY US POWER SQUADRON 2001 (CES)
 EB0785'A FIRE HYDRANT IS 100 FEET AWAY ON A BEARING OF 124 DEGREES. HYDRANT
 EB0785'IS ON THE WEST SIDE OF HY 87.
 EB0785
 EB0785                          STATION RECOVERY (2005)
 EB0785
 EB0785'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0785'RECOVERED IN GOOD CONDITION. THE DESCRIBED REFERENCES WERE FOUND
 EB0785'HOWEVER THE STATION APPEARS TO BE POSITIONED MORE IN A FIELD THAN THE
 EB0785'ROAD SHOULDER AS DESCRIBED. FOR FUTURE REFERENCE, THE STATIONS
 EB0785'DESCRIBED LOCATION NOW LIES WITHIN THE CONSTRUCTION ZONE OF A CURRENT
 EB0785'NC-87 WIDENING PROJECT OF FROM (2 TO 4) LANES WITH MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5787 ***********************************************************************
 AJ5787  DESIGNATION -  BIG GUY
 AJ5787  PID         -  AJ5787
 AJ5787  STATE/COUNTY-  NC/CATAWBA
 AJ5787  USGS QUAD   -  HICKORY (1993)
 AJ5787
 AJ5787                         *CURRENT SURVEY CONTROL
 AJ5787  ___________________________________________________________________
 AJ5787* NAD 83(2007)-  35 44 10.72147(N)    081 20 18.06493(W)     ADJUSTED  
 AJ5787* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 AJ5787  ___________________________________________________________________
 AJ5787  EPOCH DATE  -        2002.00
 AJ5787  X           -     780,615.921 (meters)                     COMP
 AJ5787  Y           -  -5,124,285.423 (meters)                     COMP
 AJ5787  Z           -   3,704,669.743 (meters)                     COMP
 AJ5787  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AJ5787  ELLIP HEIGHT-         321.456 (meters)          (02/10/07) ADJUSTED
 AJ5787  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 AJ5787
 AJ5787  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5787  Type    PID    Designation                      North   East  Ellip
 AJ5787  -------------------------------------------------------------------
 AJ5787  NETWORK AJ5787 BIG GUY                           0.53   0.41   1.06
 AJ5787  -------------------------------------------------------------------
 AJ5787
 AJ5787.The horizontal coordinates were established by GPS observations
 AJ5787.and adjusted by the National Geodetic Survey in February 2007.
 AJ5787
 AJ5787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5787.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5787.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5787.The epoch date for horizontal control is a decimal equivalence
 AJ5787.of Year/Month/Day.
 AJ5787
 AJ5787.The orthometric height was determined by GPS observations and a
 AJ5787.high-resolution geoid model.
 AJ5787
 AJ5787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5787
 AJ5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5787
 AJ5787.The ellipsoidal height was determined by GPS observations
 AJ5787.and is referenced to NAD 83.
 AJ5787
 AJ5787.The geoid height was determined by GEOID03.
 AJ5787
 AJ5787;                    North         East     Units Scale Factor Converg.
 AJ5787;SPC NC       -   222,835.803   398,106.169   MT  0.99990826   -1 20 58.7
 AJ5787;SPC NC       -   731,087.13  1,306,119.99   sFT  0.99990826   -1 20 58.7
 AJ5787;UTM  17      - 3,954,754.954   469,403.944   MT  0.99961154   -0 11 51.4
 AJ5787
 AJ5787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5787!SPC NC       -   0.99994955  x   0.99990826  =   0.99985781
 AJ5787!UTM  17      -   0.99994955  x   0.99961154  =   0.99956111
 AJ5787
 AJ5787:                Primary Azimuth Mark                     Grid Az
 AJ5787:SPC NC       -  MUNICIPAL                                175 58 59.1
 AJ5787:UTM  17      -  MUNICIPAL                                174 49 51.8
 AJ5787
 AJ5787|---------------------------------------------------------------------|
 AJ5787| PID    Reference Object                     Distance      Geod. Az  |
 AJ5787|                                                           dddmmss.s |
 AJ5787| AJ5786 MUNICIPAL                           466.198 METERS 1743800.4 |
 AJ5787|---------------------------------------------------------------------|
 AJ5787
 AJ5787                          SUPERSEDED SURVEY CONTROL
 AJ5787
 AJ5787  NAD 83(2001)-  35 44 10.72158(N)    081 20 18.06500(W) AD(       ) 1
 AJ5787  ELLIP H (03/13/03)  321.469  (m)                       GP(       ) 4 2
 AJ5787  NAD 83(1986)-  35 44 10.72887(N)    081 20 18.07014(W) AD(       ) 1
 AJ5787
 AJ5787.Superseded values are not recommended for survey control.
 AJ5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5787.See file dsdata.txt to determine how the superseded data were derived.
 AJ5787
 AJ5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6940454755(NAD 83)
 AJ5787_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ5787_SP_SET: WHEEL GUARD
 AJ5787_STAMPING: BIG GUY 1997
 AJ5787_MARK LOGO: NCGS  
 AJ5787_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5787+STABILITY: SURFACE MOTION
 AJ5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5787+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1998
 AJ5787
 AJ5787  HISTORY     - Date     Condition        Report By
 AJ5787  HISTORY     - 1997     MONUMENTED       NCGS
 AJ5787  HISTORY     - 19981221 GOOD             NCGS
 AJ5787
 AJ5787                          STATION DESCRIPTION
 AJ5787
 AJ5787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AJ5787'STATION IS LOCATED IN HICKORY.
 AJ5787'ALONG NORTH CENTER STREET FOR 0.3 MI (0.5 KM) NORTH FROM MAIN AVENUE,
 AJ5787'IN THE NORTHWEST QUADRANT OF NORTH CENTER STREET AND 3RD AVENUE
 AJ5787'NORTHWEST, AND IN THE SOUTHWEST CORNER OF THE TOP FLOOR OF A PARKING
 AJ5787'DECK.
 AJ5787'LOCATED 7.1 FT (2.2 M) NORTH OF SOUTHWEST CORNER OF CONCRETE WALL OF
 AJ5787'DECK AND 96.7 FT (29.5 M) WEST OF NORTHWEST CORNER OF BRICK ELEVATOR
 AJ5787'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2515 ***********************************************************************
 DD2515  DESIGNATION -  BIG HILL
 DD2515  PID         -  DD2515
 DD2515  STATE/COUNTY-  NC/BRUNSWICK
 DD2515  USGS QUAD   -  LOCKWOODS FOLLY (1990)
 DD2515
 DD2515                         *CURRENT SURVEY CONTROL
 DD2515  ___________________________________________________________________
 DD2515* NAD 83(2001)-  33 54 53.16477(N)    078 12 07.37887(W)     ADJUSTED  
 DD2515* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 DD2515  ___________________________________________________________________
 DD2515  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 DD2515  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 DD2515  HORZ ORDER  -  THIRD
 DD2515
 DD2515.The horizontal coordinates were established by classical geodetic methods
 DD2515.and adjusted by the National Geodetic Survey in August 2005.
 DD2515
 DD2515.The orthometric height was scaled from a topographic map.
 DD2515
 DD2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2515
 DD2515.The geoid height was determined by GEOID03.
 DD2515
 DD2515;                    North         East     Units Scale Factor Converg.
 DD2515;SPC NC       -    18,575.806   683,402.930   MT  1.00014216   +0 27 38.0
 DD2515;SPC NC       -    60,944.12  2,242,131.11   sFT  1.00014216   +0 27 38.0
 DD2515;UTM  17      - 3,756,231.524   758,681.527   MT  1.00042499   +1 33 43.2
 DD2515
 DD2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2515!SPC NC       -   1.00000578  x   1.00014216  =   1.00014794
 DD2515!UTM  17      -   1.00000578  x   1.00042499  =   1.00043077
 DD2515
 DD2515:                Primary Azimuth Mark                     Grid Az
 DD2515:SPC NC       -  LOOKOUT                                  098 32 34.6
 DD2515:UTM  17      -  LOOKOUT                                  097 26 29.4
 DD2515
 DD2515|---------------------------------------------------------------------|
 DD2515| PID    Reference Object                     Distance      Geod. Az  |
 DD2515|                                                           dddmmss.s |
 DD2515| DD2457 LOOKOUT                             APPROX.16.6 KM 0990012.6 |
 DD2515|---------------------------------------------------------------------|
 DD2515
 DD2515                          SUPERSEDED SURVEY CONTROL
 DD2515
 DD2515  NAD 83(1986)-  33 54 53.17240(N)    078 12 07.38591(W) AD(       ) 3
 DD2515  NAD 27      -  33 54 52.58900(N)    078 12 08.57300(W) AD(       ) 3
 DD2515
 DD2515.Superseded values are not recommended for survey control.
 DD2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2515.See file dsdata.txt to determine how the superseded data were derived.
 DD2515
 DD2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5868256232(NAD 83)
 DD2515_MARKER: Z = SEE DESCRIPTION
 DD2515_SETTING: 0 = UNSPECIFIED SETTING
 DD2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2515
 DD2515  HISTORY     - Date     Condition        Report By
 DD2515  HISTORY     - 1905     MONUMENTED       CGS
 DD2515  HISTORY     - 1964     MARK NOT FOUND   CGS
 DD2515
 DD2515                          STATION DESCRIPTION
 DD2515
 DD2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JSH)
 DD2515'STATION IS ABOUT 1-1/2 MILES E OF LOOKWOODS FOLLY INLET, ON THE
 DD2515'HIGHEST CLUSTER OF SAND DUNES WHICH FORM THE RANGE OF SAND HILLS
 DD2515'BETWEEN LOOKWOODS FOLLY INLET AND FORT CASWELL.  THE STATION
 DD2515'WAS MARKED ONLY BY A 4- BY 4-INCH PINE STUB BURIED IN THE
 DD2515'GROUND.  THE CENTER OF THE STUB IS THE STATION CENTER.  A 16-FOOT
 DD2515'TRIPOD AND SCAFFOLD WERE ERECTED.  THE SAND HILLS HAVE A
 DD2515'LOW GROWTH OF BRUSH WHICH APPEARS GREEN FROM A DISTANCE.
 DD2515
 DD2515                          STATION RECOVERY (1964)
 DD2515
 DD2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2515'STATION LOST.  THIS STATION WAS MARKED WITH A 4X4 INCH PINE
 DD2515'STUB.  A THOROUGH SEARCH OF THE AREA WAS MADE AND NO TRACE OF
 DD2515'THE PINE STUB COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0325 ***********************************************************************
 EX0325  DESIGNATION -  BIG KINNAKEET CG CHIMNEY
 EX0325  PID         -  EX0325
 EX0325  STATE/COUNTY-  NC/DARE
 EX0325  USGS QUAD   -  BUXTON (1983)
 EX0325
 EX0325                         *CURRENT SURVEY CONTROL
 EX0325  ___________________________________________________________________
 EX0325* NAD 83(2001)-  35 19 10.46491(N)    075 30 42.22753(W)     ADJUSTED  
 EX0325* NAVD 88     -              **(meters)            **(feet)            
 EX0325  ___________________________________________________________________
 EX0325  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EX0325  GEOID HEIGHT-         -38.76  (meters)                     GEOID03
 EX0325  HORZ ORDER  -  THIRD
 EX0325
 EX0325.The horizontal coordinates were established by classical geodetic methods
 EX0325.and adjusted by the National Geodetic Survey in August 2005.
 EX0325
 EX0325
 EX0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0325
 EX0325.The geoid height was determined by GEOID03.
 EX0325
 EX0325;                    North         East     Units Scale Factor Converg.
 EX0325;SPC NC       -   179,684.524   926,690.546   MT  0.99987329   +2 00 48.0
 EX0325;SPC NC       -   589,514.98  3,040,317.23   sFT  0.99987329   +2 00 48.0
 EX0325;UTM  18      - 3,908,603.587   453,485.873   MT  0.99962666   -0 17 45.1
 EX0325
 EX0325                          SUPERSEDED SURVEY CONTROL
 EX0325
 EX0325  NAD 83(1986)-  35 19 10.47510(N)    075 30 42.23118(W) AD(       ) 4
 EX0325  NAD 27      -  35 19 09.84000(N)    075 30 43.68000(W) AD(       ) 3
 EX0325
 EX0325.Superseded values are not recommended for survey control.
 EX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0325.See file dsdata.txt to determine how the superseded data were derived.
 EX0325
 EX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5348608604(NAD 83)
 EX0325_MARKER: 85 = CHIMNEY
 EX0325_MARK LOGO: CGS   
 EX0325
 EX0325  HISTORY     - Date     Condition        Report By
 EX0325  HISTORY     - 1938     FIRST OBSERVED   CGS
 EX0325  HISTORY     - 1947     GOOD             CGS
 EX0325  HISTORY     - 1962     GOOD             CGS
 EX0325  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 EX0325
 EX0325                          STATION DESCRIPTION
 EX0325
 EX0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EX0325'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 EX0325'FOLLOWS--STATION IS BRICK CHIMNEY ATOP BIG KINNAKEET COAST
 EX0325'GUARD STATION.
 EX0325'
 EX0325'THE COAST GUARD STATION IS NOW UNDER PRIVATE OWNERSHIP.
 EX0325
 EX0325                          STATION RECOVERY (1962)
 EX0325
 EX0325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0325'ABOUT 2.5 MILES AIR LINE S OF THE TOWN OF AVON (CALLED KINNAKEET
 EX0325'ON OLD MAPS), THERE ARE VISIBLE RUINS OF LOWER STORY CONCRETE WALLS
 EX0325'OF THE OLD COAST GUARD STATION, BUT THE LOCATION OF THE CHIMNEY
 EX0325'WAS NOT VISIBLE TO THE PRESENT WRITER.
 EX0325
 EX0325                          STATION RECOVERY (2003)
 EX0325
 EX0325'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0325'COAST GUARD BLDG CHIMNEY AND RUINS GONE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0343 ***********************************************************************
 EX0343  DESIGNATION -  BIG KINNAKEET CG TOWER
 EX0343  PID         -  EX0343
 EX0343  STATE/COUNTY-  NC/DARE
 EX0343  USGS QUAD   -  BUXTON (1983)
 EX0343
 EX0343                         *CURRENT SURVEY CONTROL
 EX0343  ___________________________________________________________________
 EX0343* NAD 83(2001)-  35 19 09.26979(N)    075 30 41.07547(W)     ADJUSTED  
 EX0343* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0343  ___________________________________________________________________
 EX0343  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EX0343  GEOID HEIGHT-         -38.76  (meters)                     GEOID03
 EX0343  HORZ ORDER  -  THIRD
 EX0343
 EX0343.The horizontal coordinates were established by classical geodetic methods
 EX0343.and adjusted by the National Geodetic Survey in August 2005.
 EX0343
 EX0343.The orthometric height was scaled from a topographic map.
 EX0343
 EX0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0343
 EX0343.The geoid height was determined by GEOID03.
 EX0343
 EX0343;                    North         East     Units Scale Factor Converg.
 EX0343;SPC NC       -   179,648.742   926,720.918   MT  0.99987328   +2 00 48.6
 EX0343;SPC NC       -   589,397.58  3,040,416.88   sFT  0.99987328   +2 00 48.6
 EX0343;UTM  18      - 3,908,566.619   453,514.772   MT  0.99962663   -0 17 44.4
 EX0343
 EX0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0343!SPC NC       -   1.00000598  x   0.99987328  =   0.99987926
 EX0343!UTM  18      -   1.00000598  x   0.99962663  =   0.99963260
 EX0343
 EX0343|---------------------------------------------------------------------|
 EX0343| PID    Reference Object                     Distance      Geod. Az  |
 EX0343|                                                           dddmmss.s |
 EX0343| EX0326 BIG KINNAKEET CG FLAGPOLE            71.930 METERS 01359     |
 EX0343| EX0345 CAPE HATTERAS LH                    APPROX. 7.2 KM 1864515.5 |
 EX0343| EX0328 CAPE HATTERAS LIGHTHOUSE            APPROX. 6.6 KM 2041750.1 |
 EX0343| EX0341 NORTH POINT LIGHT                   APPROX.10.3 KM 2632756.1 |
 EX0343| EX0339 MUDDY SLUE LIGHT                    APPROX. 9.1 KM 2685017.6 |
 EX0343| EX0325 BIG KINNAKEET CG CHIMNEY             46.940 METERS 32141     |
 EX0343|---------------------------------------------------------------------|
 EX0343
 EX0343                          SUPERSEDED SURVEY CONTROL
 EX0343
 EX0343  NAD 83(1986)-  35 19 09.27998(N)    075 30 41.07913(W) AD(       ) 3
 EX0343  NAD 27      -  35 19 08.64300(N)    075 30 42.53000(W) AD(       ) 3
 EX0343
 EX0343.Superseded values are not recommended for survey control.
 EX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0343.See file dsdata.txt to determine how the superseded data were derived.
 EX0343
 EX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5351508567(NAD 83)
 EX0343_MARKER: 55 = TOWER
 EX0343
 EX0343  HISTORY     - Date     Condition        Report By
 EX0343  HISTORY     - 1938     FIRST OBSERVED   CGS
 EX0343  HISTORY     - 1947     GOOD             CGS
 EX0343  HISTORY     - 1962     GOOD             CGS
 EX0343
 EX0343                          STATION DESCRIPTION
 EX0343
 EX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (HEF)
 EX0343'STATION IS LOCATED ABOUT 4 MILES N OF CAPE HATTERAS, ABOUT 45
 EX0343'METERS SE OF THE MAIN BUILDING OF THE BIG KINNAKEET COAST
 EX0343'GUARD STATION.  STATION IS THE TOP CENTER OF THE SQUARE HOUSE ON
 EX0343'THE SKELETON STEEL LOOKOUT TOWER.  THE TOWER IS 35 FEET HIGH.
 EX0343
 EX0343                          STATION RECOVERY (1947)
 EX0343
 EX0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EX0343'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 EX0343'ADEQUATE.  PROPERTY NOW UNDER PRIVATE OWNERSHIP.
 EX0343
 EX0343                          STATION RECOVERY (1962)
 EX0343
 EX0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0343'ABOUT 2.5 MILES AIR LINE S OF THE TOWN OF AVON (CALLED KINNAKEET
 EX0343'ON OLD CHARTS), THERE ARE THE OLD CONCRETE FOOTINGS WITH LEG
 EX0343'ANCHOR BOLTS ABOUT 250 YARDS W OF THE HIGHWAY, ABOUT 45 YARDS
 EX0343'SSE OF THE OLD CONCRETE LOWER-STORY WALL RUINS OF DISMANTLED
 EX0343'BIG KINNAKEET COAST GUARD STATION.  THE CENTER OF THE CONCRETE
 EX0343'FOOTINGS WOULD VERY PROBABLY REESTABLISH VERY CLOSELY THE
 EX0343'POSITION OF THE OLD TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3806 ***********************************************************************
 FB3806  DESIGNATION -  BIG KNOB
 FB3806  PID         -  FB3806
 FB3806  STATE/COUNTY-  NC/MADISON
 FB3806  USGS QUAD   -  SAMS GAP (1978)
 FB3806
 FB3806                         *CURRENT SURVEY CONTROL
 FB3806  ___________________________________________________________________
 FB3806* NAD 83(2001)-  35 53 13.81411(N)    082 33 24.05393(W)     NO CHECK  
 FB3806* NAVD 88     -      1232.     (meters)    4042.     (feet)  VERTCON   
 FB3806  ___________________________________________________________________
 FB3806  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FB3806  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB3806  HORZ ORDER  -  SECOND
 FB3806
 FB3806.The horizontal coordinates were established by classical geodetic methods
 FB3806.and adjusted by the National Geodetic Survey in August 2005.
 FB3806.No horizontal observational check was made to the station.
 FB3806
 FB3806.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3806
 FB3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3806
 FB3806.The geoid height was determined by GEOID03.
 FB3806
 FB3806;                    North         East     Units Scale Factor Converg.
 FB3806;SPC NC       -   242,834.025   288,551.412   MT  0.99993397   -2 03 10.1
 FB3806;SPC NC       -   796,697.96    946,689.09   sFT  0.99993397   -2 03 10.1
 FB3806;UTM  17      - 3,972,553.167   359,494.951   MT  0.99984326   -0 54 45.6
 FB3806
 FB3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3806!SPC NC       -   0.99981147  x   0.99993397  =   0.99974545
 FB3806!UTM  17      -   0.99981147  x   0.99984326  =   0.99965476
 FB3806
 FB3806                          SUPERSEDED SURVEY CONTROL
 FB3806
 FB3806  NAD 83(1995)-  35 53 13.81461(N)    082 33 24.05544(W) AD(       ) 2
 FB3806  NAD 83(1986)-  35 53 13.82961(N)    082 33 24.06658(W) AD(       ) 2
 FB3806  NGVD 29 (02/22/93) 1232.     (m)         4042.     (f) H LEVEL     3  
 FB3806
 FB3806.Superseded values are not recommended for survey control.
 FB3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3806.See file dsdata.txt to determine how the superseded data were derived.
 FB3806
 FB3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5949572553(NAD 83)
 FB3806_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3806_SP_SET: SQUARE CONCRETE MONUMENT
 FB3806_STAMPING: BIG KNOB 1968
 FB3806_MARK LOGO: NCSHC 
 FB3806_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3806+STABILITY: SURFACE MOTION
 FB3806
 FB3806  HISTORY     - Date     Condition        Report By
 FB3806  HISTORY     - 1968     MONUMENTED       NCDOT
 FB3806  HISTORY     - 19820101 GOOD             NCGS
 FB3806
 FB3806                          STATION DESCRIPTION
 FB3806
 FB3806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3806'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTH OF MARS HILL AND
 FB3806'15.3 KM (9.50 MI) NORTHEAST OF MARSHALL.
 FB3806'PROCEED NORTH ALONG NC 23 FOR 12.2 KM (7.6 MI) FROM THE INTERSECTION
 FB3806'WITH NC 19 (IN EAST MADISON COUNTY), TO SR 1346 ON THE LEFT, THENCE
 FB3806'SOUTH ALONG SR 1346 FOR 2.3 KM (1.45 MI) TO THE END OF STATE
 FB3806'MAINTENANCE AND A GATE.  CONTINUE SOUTH FOR 1.6 KM (1.0 MI) ALONG A
 FB3806'GRAVELED ROAD TO THE TOP OF THE MOUNTAIN, AND THE STATION UNDER THE
 FB3806'CENTER OF LOOKOUT TOWER.
 FB3806'MARK IS CONCENTRIC TO CENTER OF TOWER, AND 11.60 FT FROM CHISEL-X
 FB3806'INSOUTHEAST FOOTING, 11.73 FT FROM CHISEL-X IN SOUTHWEST FOOTING,
 FB3806'11.71 FT FROM CHISEL-X IN NORTHWEST FOOTING, AND 11.73 FT FROM
 FB3806'CHISEL-X IN THE NORTHEAST FOOTING OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3805 ***********************************************************************
 FB3805  DESIGNATION -  BIG KNOB LOOKOUT TOWER
 FB3805  PID         -  FB3805
 FB3805  STATE/COUNTY-  NC/MADISON
 FB3805  USGS QUAD   -  SAMS GAP (1978)
 FB3805
 FB3805                         *CURRENT SURVEY CONTROL
 FB3805  ___________________________________________________________________
 FB3805* NAD 83(2001)-  35 53 13.81412(N)    082 33 24.05396(W)     ADJUSTED  
 FB3805* NAVD 88     -      1232.     (meters)    4042.     (feet)  SCALED    
 FB3805  ___________________________________________________________________
 FB3805  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FB3805  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB3805  HORZ ORDER  -  THIRD
 FB3805
 FB3805.The horizontal coordinates were established by classical geodetic methods
 FB3805.and adjusted by the National Geodetic Survey in August 2005.
 FB3805
 FB3805.The orthometric height was scaled from a topographic map.
 FB3805
 FB3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3805
 FB3805.The geoid height was determined by GEOID03.
 FB3805
 FB3805;                    North         East     Units Scale Factor Converg.
 FB3805;SPC NC       -   242,834.026   288,551.411   MT  0.99993397   -2 03 10.1
 FB3805;SPC NC       -   796,697.97    946,689.09   sFT  0.99993397   -2 03 10.1
 FB3805;UTM  17      - 3,972,553.167   359,494.950   MT  0.99984326   -0 54 45.6
 FB3805
 FB3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3805!SPC NC       -   0.99981143  x   0.99993397  =   0.99974541
 FB3805!UTM  17      -   0.99981143  x   0.99984326  =   0.99965472
 FB3805
 FB3805                          SUPERSEDED SURVEY CONTROL
 FB3805
 FB3805  NAD 83(1995)-  35 53 13.81462(N)    082 33 24.05547(W) AD(       ) 4
 FB3805  NAD 83(1986)-  35 53 13.83031(N)    082 33 24.06627(W) AD(       ) 4
 FB3805
 FB3805.Superseded values are not recommended for survey control.
 FB3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3805.See file dsdata.txt to determine how the superseded data were derived.
 FB3805
 FB3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5949572553(NAD 83)
 FB3805_MARKER: 57 = LOOKOUT TOWER
 FB3805_MARK LOGO: NCGS  
 FB3805_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3805
 FB3805  HISTORY     - Date     Condition        Report By
 FB3805  HISTORY     - 1981     FIRST OBSERVED   NCGS
 FB3805
 FB3805                          STATION DESCRIPTION
 FB3805
 FB3805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3805'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTH OF MARS HILL AND
 FB3805'15.3 KM (9.50 MI) NORTHEAST OF MARSHALL.
 FB3805'PROCEED NORTH ALONG NC 23 FOR 12.2 KM (7.6 MI) FROM THE INTERSECTION
 FB3805'WITH NC 19 (IN EAST MADISON COUNTY), TO SR 1346 ON THE LEFT, THENCE
 FB3805'SOUTH ALONG SR 1346 FOR 2.3 KM (1.45 MI) TO THE END OF STATE
 FB3805'MAINTENANCE AND A GATE.  CONTINUE SOUTH FOR 1.6 KM (1.0 MI) ALONG A
 FB3805'GRAVELED ROAD TO THE TOP OF THE MOUNTAIN, AND LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8554 ***********************************************************************
 AI8554  DESIGNATION -  BIG LEVEL
 AI8554  PID         -  AI8554
 AI8554  STATE/COUNTY-  NC/POLK
 AI8554  USGS QUAD   -  MILL SPRING (1990)
 AI8554
 AI8554                         *CURRENT SURVEY CONTROL
 AI8554  ___________________________________________________________________
 AI8554* NAD 83(2007)-  35 21 45.72363(N)    082 08 57.75254(W)     ADJUSTED  
 AI8554* NAVD 88     -       345.5    (meters)    1134.     (feet)  GPS OBS   
 AI8554  ___________________________________________________________________
 AI8554  EPOCH DATE  -        2002.00
 AI8554  X           -     711,296.885 (meters)                     COMP
 AI8554  Y           -  -5,158,691.083 (meters)                     COMP
 AI8554  Z           -   3,670,937.478 (meters)                     COMP
 AI8554  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 AI8554  ELLIP HEIGHT-         313.785 (meters)          (02/10/07) ADJUSTED
 AI8554  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AI8554
 AI8554  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8554  Type    PID    Designation                      North   East  Ellip
 AI8554  -------------------------------------------------------------------
 AI8554  NETWORK AI8554 BIG LEVEL                         0.82   0.57   1.37
 AI8554  -------------------------------------------------------------------
 AI8554
 AI8554.The horizontal coordinates were established by GPS observations
 AI8554.and adjusted by the National Geodetic Survey in February 2007.
 AI8554
 AI8554.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8554.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8554.The horizontal coordinates are valid at the epoch date displayed above.
 AI8554.The epoch date for horizontal control is a decimal equivalence
 AI8554.of Year/Month/Day.
 AI8554
 AI8554.The orthometric height was determined by GPS observations and a
 AI8554.high-resolution geoid model.
 AI8554
 AI8554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8554
 AI8554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8554
 AI8554.The ellipsoidal height was determined by GPS observations
 AI8554.and is referenced to NAD 83.
 AI8554
 AI8554.The geoid height was determined by GEOID03.
 AI8554
 AI8554;                    North         East     Units Scale Factor Converg.
 AI8554;SPC NC       -   183,436.430   323,458.802   MT  0.99987446   -1 49 03.8
 AI8554;SPC NC       -   601,824.35  1,061,214.42   sFT  0.99987446   -1 49 03.8
 AI8554;UTM  17      - 3,913,872.636   395,580.139   MT  0.99973437   -0 39 54.9
 AI8554
 AI8554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8554!SPC NC       -   0.99995075  x   0.99987446  =   0.99982522
 AI8554!UTM  17      -   0.99995075  x   0.99973437  =   0.99968513
 AI8554
 AI8554|---------------------------------------------------------------------|
 AI8554| PID    Reference Object                     Distance      Geod. Az  |
 AI8554|                                                           dddmmss.s |
 AI8554| AI8555 WILSON HILL                         360.498 METERS 16328     |
 AI8554|---------------------------------------------------------------------|
 AI8554
 AI8554                          SUPERSEDED SURVEY CONTROL
 AI8554
 AI8554  NAD 83(2001)-  35 21 45.72390(N)    082 08 57.75267(W) AD(       ) 1
 AI8554  ELLIP H (03/13/03)  313.775  (m)                       GP(       ) 4 2
 AI8554  NAD 83(1986)-  35 21 45.73453(N)    082 08 57.75523(W) AD(       ) 1
 AI8554  ELLIP H (11/17/00)  313.712  (m)                       GP(       ) 4 2
 AI8554
 AI8554.Superseded values are not recommended for survey control.
 AI8554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8554.See file dsdata.txt to determine how the superseded data were derived.
 AI8554
 AI8554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9558013873(NAD 83)
 AI8554_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8554_STAMPING: BIG LEVEL 1992
 AI8554_MARK LOGO: NCGS  
 AI8554_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8554+STABILITY: SURFACE MOTION
 AI8554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8554+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AI8554
 AI8554  HISTORY     - Date     Condition        Report By
 AI8554  HISTORY     - 1992     MONUMENTED       NCGS
 AI8554  HISTORY     - 20060925 GOOD             USPSQD
 AI8554
 AI8554                          STATION DESCRIPTION
 AI8554
 AI8554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8554'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST-SOUTHEAST OF SUNNY VIEW
 AI8554'AND 8.2 MI (13.2 KM) NORTH-NORTHEAST OF COLUMBUS.
 AI8554'ALONG SR 1161 (BIG LEVEL ROAD) FOR 2.3 MI (3.7 KM) SOUTHEAST FROM NC 9
 AI8554'(AT SUNNY VIEW) TO SR 1313 (WILSON HILL ROAD) AND STATION IN SOUTHEAST
 AI8554'QUADRANT.
 AI8554'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 21.2 FT
 AI8554'(6.5 M) NORTHEAST OF THE CENTERLINE OF SR 1313, 109.9 FT (33.5 M)
 AI8554'SOUTH OF THE CENTERLINE OF SR 1161, 165.4 FT (50.4 M) SOUTHEAST OF THE
 AI8554'CENTERLINE INTERSECTION OF SR 1161 AND SR 1313, AND 58.2 FT (17.7 M)
 AI8554'SOUTH-SOUTHEAST OF A UTILITY POLE WITH MULTIPLE TRANSFORMERS AND A
 AI8554'REFERENCE TAG.
 AI8554
 AI8554                          STATION RECOVERY (2006)
 AI8554
 AI8554'RECOVERY NOTE BY US POWER SQUADRON 2006 (CSB)
 AI8554'2 INCHES BELOW SURFACE
 AI8554'TRANSFORMERS HAVE BEEN REMOVED FROM UTILITY POLE
 AI8554'76.25 FEET SOUTH SOUTHEAST OF SOUTH CORNER OR TELEPHONE BOX NAMED
 AI8554'CORNER BIG LEVEL AND WILSON
 AI8554' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2078 ***********************************************************************
 FA2078  DESIGNATION -  BIG LICK
 FA2078  PID         -  FA2078
 FA2078  STATE/COUNTY-  NC/STANLY
 FA2078  USGS QUAD   -  OAKBORO (1971)
 FA2078
 FA2078                         *CURRENT SURVEY CONTROL
 FA2078  ___________________________________________________________________
 FA2078* NAD 83(2001)-  35 14 35.96722(N)    080 20 43.91034(W)     ADJUSTED  
 FA2078* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 FA2078  ___________________________________________________________________
 FA2078  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FA2078  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA2078  HORZ ORDER  -  SECOND
 FA2078
 FA2078.The horizontal coordinates were established by classical geodetic methods
 FA2078.and adjusted by the National Geodetic Survey in August 2005.
 FA2078
 FA2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2078
 FA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2078
 FA2078.The geoid height was determined by GEOID03.
 FA2078
 FA2078;                    North         East     Units Scale Factor Converg.
 FA2078;SPC NC       -   166,484.209   487,154.262   MT  0.99987260   -0 46 35.8
 FA2078;SPC NC       -   546,206.94  1,598,271.94   sFT  0.99987260   -0 46 35.8
 FA2078;UTM  17      - 3,900,223.586   559,544.517   MT  0.99964369   +0 22 39.6
 FA2078
 FA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2078!SPC NC       -   0.99997713  x   0.99987260  =   0.99984973
 FA2078!UTM  17      -   0.99997713  x   0.99964369  =   0.99962082
 FA2078
 FA2078:                Primary Azimuth Mark                     Grid Az
 FA2078:SPC NC       -  CEM                                      141 24 16.5
 FA2078:UTM  17      -  CEM                                      140 15 01.1
 FA2078
 FA2078|---------------------------------------------------------------------|
 FA2078| PID    Reference Object                     Distance      Geod. Az  |
 FA2078|                                                           dddmmss.s |
 FA2078| FA2077 CEM                                 APPROX. 0.7 KM 1403740.7 |
 FA2078| FA2079 PAULA                               368.257 METERS 34659     |
 FA2078|---------------------------------------------------------------------|
 FA2078
 FA2078                          SUPERSEDED SURVEY CONTROL
 FA2078
 FA2078  NAD 83(1986)-  35 14 35.97970(N)    080 20 43.91881(W) AD(       ) 2
 FA2078  NAD 27      -  35 14 35.45621(N)    080 20 44.69026(W) AD(       ) 2
 FA2078  NGVD 29 (07/19/86)  176.3    (m)          578.     (f) VERT ANG    3  
 FA2078
 FA2078.Superseded values are not recommended for survey control.
 FA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2078.See file dsdata.txt to determine how the superseded data were derived.
 FA2078
 FA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5954500224(NAD 83)
 FA2078_MARKER: DE = TRAVERSE STATION DISK
 FA2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2078_STAMPING: BIG LICK 1974
 FA2078_MARK LOGO: NCGS  
 FA2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2078+STABILITY: SURFACE MOTION
 FA2078
 FA2078  HISTORY     - Date     Condition        Report By
 FA2078  HISTORY     - 1974     MONUMENTED       NCGS
 FA2078
 FA2078                          STATION DESCRIPTION
 FA2078
 FA2078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2078'BIG LICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2078'IN THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2078'
 FA2078'BIG LICK IS LOCATED APPROXIMATELY 1.8 MILES NW OF OAKBORO, AND
 FA2078'1.8 MILES SOUTH OF RED CROSS COMMUNITY.  TO REACH STATION FROM
 FA2078'INTERSECTION OF NC 205 (MAIN STREET) WITH NC 742 (2ND STREET) IN
 FA2078'DOWNTOWN OAKBORO, PROCEED NW ALONG NC 205 FOR 1.8 MILES TO STATION
 FA2078'ON THE LEFT IN SW SHOULDER, AT THE NORTH SIDE OF A DIRT LANE
 FA2078'LEADING WEST.  0.15 MILE NW OF INTERSECTION WITH SR 1115 AT BIG
 FA2078'LICK.
 FA2078'
 FA2078'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2078'BIG LICK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2078'WHICH IS 4 INCHES BELOW THE GROUND.
 FA2078'
 FA2078'MARK IS 23.4 FT WSW OF C/L OF NC 205
 FA2078'
 FA2078'14.0 FT NNW OF C/L OF DIRT LANE LEADING WEST
 FA2078'
 FA2078'66.4 FT N OF PP 42-1/2 WITH ALUMINUM REF. TAG
 FA2078'
 FA2078'127.1 FT SSE OF PP WITH ALUMINUM REF. TAG AND TRANSFORMER
 FA2078'
 FA2078'63.0 FT NE OF 18 IN TWIN TRUNK GUM WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0892 ***********************************************************************
 EA0892  DESIGNATION -  BIG MALLORY
 EA0892  PID         -  EA0892
 EA0892  STATE/COUNTY-  NC/BRUNSWICK
 EA0892  USGS QUAD   -  WILMINGTON (1979)
 EA0892
 EA0892                         *CURRENT SURVEY CONTROL
 EA0892  ___________________________________________________________________
 EA0892* NAD 83(2001)-  34 10 18.86385(N)    077 59 25.21313(W)     ADJUSTED  
 EA0892* NAVD 88     -         3.691  (meters)      12.11   (feet)  ADJUSTED  
 EA0892  ___________________________________________________________________
 EA0892  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 EA0892  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 EA0892  DYNAMIC HT  -           3.687 (meters)      12.10  (feet)  COMP
 EA0892  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EA0892
 EA0892  HORZ ORDER  -  SECOND
 EA0892  VERT ORDER  -  SECOND    CLASS II
 EA0892
 EA0892.The horizontal coordinates were established by classical geodetic methods
 EA0892.and adjusted by the National Geodetic Survey in August 2005.
 EA0892
 EA0892.The orthometric height was determined by differential leveling
 EA0892.and adjusted in June 1991.
 EA0892
 EA0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0892
 EA0892.The geoid height was determined by GEOID03.
 EA0892
 EA0892.The dynamic height is computed by dividing the NAVD 88
 EA0892.geopotential number by the normal gravity value computed on the
 EA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0892.degrees latitude (g = 980.6199 gals.).
 EA0892
 EA0892.The modeled gravity was interpolated from observed gravity values.
 EA0892
 EA0892;                    North         East     Units Scale Factor Converg.
 EA0892;SPC NC       -    47,277.912   702,693.322   MT  1.00004861   +0 34 57.9
 EA0892;SPC NC       -   155,110.95  2,305,419.67   sFT  1.00004861   +0 34 57.9
 EA0892;UTM  18      - 3,785,259.252   224,359.849   MT  1.00053667   -1 40 50.4
 EA0892;UTM  17      - 3,785,311.709   777,422.173   MT  1.00054882   +1 41 29.5
 EA0892
 EA0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0892!SPC NC       -   1.00000519  x   1.00004861  =   1.00005380
 EA0892!UTM  18      -   1.00000519  x   1.00053667  =   1.00054186
 EA0892!UTM  17      -   1.00000519  x   1.00054882  =   1.00055401
 EA0892
 EA0892|---------------------------------------------------------------------|
 EA0892| PID    Reference Object                     Distance      Geod. Az  |
 EA0892|                                                           dddmmss.s |
 EA0892| EA0891 FLAT                                378.055 METERS 16729     |
 EA0892| EA0893 BATE                                478.074 METERS 3593424.2 |
 EA0892|---------------------------------------------------------------------|
 EA0892
 EA0892                          SUPERSEDED SURVEY CONTROL
 EA0892
 EA0892  NAD 83(1986)-  34 10 18.87420(N)    077 59 25.22638(W) AD(       ) 2
 EA0892  NAD 27      -  34 10 18.25987(N)    077 59 26.26385(W) AD(       ) 2
 EA0892  NGVD 29 (??/??/92)    4.011  (m)           13.16   (f) ADJ UNCH    2 2
 EA0892
 EA0892.Superseded values are not recommended for survey control.
 EA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0892.See file dsdata.txt to determine how the superseded data were derived.
 EA0892
 EA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2436085259(NAD 83)
 EA0892_MARKER: DE = TRAVERSE STATION DISK
 EA0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0892+STABILITY: SURFACE MOTION
 EA0892
 EA0892  HISTORY     - Date     Condition        Report By
 EA0892  HISTORY     - 1975     MONUMENTED       NCGS
 EA0892  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EA0892  HISTORY     - 20040218 MARK NOT FOUND   USPSQD
 EA0892  HISTORY     - 20050220 MARK NOT FOUND   USPSQD
 EA0892
 EA0892                          STATION DESCRIPTION
 EA0892
 EA0892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EA0892'BIG MALLORY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0892'IN THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 EA0892'
 EA0892'BIG MALLORY IS LOCATED APPROXIMATELY 17.5 MILES NORTH OF
 EA0892'SOUTHPORT, AND 5.0 MILES SSW OF WILMINGTON.  TO REACH STATION FROM
 EA0892'INTERSECTION OF NC 133 WITH U.S. 74, U.S. 76, AND U.S. 17 AT
 EA0892'CLAIRMONT, PROCEED SOUTH ALONG NC 133 FOR 4.5 MILES TO STATION ON
 EA0892'THE RIGHT.  AND 0.05 MILE SOUTH OF THE BRIDGE OVER BIG MALLORY
 EA0892'CREEK.
 EA0892'
 EA0892'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIG
 EA0892'MALLORY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0892'WHICH IS FLUSH WITH THE GROUND.
 EA0892'
 EA0892'MARK IS 30.5 FT W OF C/L OF NC 133
 EA0892'
 EA0892'18.7 FT N OF CENTER OF TOP OF TELEPHONE PEDESTAL
 EA0892'
 EA0892'38.6 FT NNE OF 12 IN PINE WITH ALUMINUM REF. TAG
 EA0892'
 EA0892'32.0 FT ESE OF 15 IN PINE WITH ALUMINUM REF. TAG
 EA0892'
 EA0892'42.9 FT SSE OF 18 IN PINE WITH ALUMINUM REF. TAG
 EA0892'
 EA0892'79.0 FT NW OF 6 IN OAK WITH ALUMINUM REF. TAG.
 EA0892
 EA0892                          STATION RECOVERY (2001)
 EA0892
 EA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EA0892'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EA0892
 EA0892                          STATION RECOVERY (2004)
 EA0892
 EA0892'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0892'MARK NOT FOUND.
 EA0892
 EA0892                          STATION RECOVERY (2005)
 EA0892
 EA0892'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6471 ***********************************************************************
 DG6471  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6471  DESIGNATION -  BIG MIKE
 DG6471  PID         -  DG6471
 DG6471  STATE/COUNTY-  NC/MECKLENBURG
 DG6471  USGS QUAD   -  CHARLOTTE EAST (1988)
 DG6471
 DG6471                         *CURRENT SURVEY CONTROL
 DG6471  ___________________________________________________________________
 DG6471* NAD 83(2007)-  35 09 37.08154(N)    080 47 14.76240(W)     ADJUSTED  
 DG6471* NAVD 88     -       225.10   (meters)     738.5    (feet)  GPS OBS   
 DG6471  ___________________________________________________________________
 DG6471  EPOCH DATE  -        2002.00
 DG6471  X           -     835,768.363 (meters)                     COMP
 DG6471  Y           -  -5,153,028.647 (meters)                     COMP
 DG6471  Z           -   3,652,532.646 (meters)                     COMP
 DG6471  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DG6471  ELLIP HEIGHT-         194.800 (meters)          (02/10/07) ADJUSTED
 DG6471  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DG6471
 DG6471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6471  Type    PID    Designation                      North   East  Ellip
 DG6471  -------------------------------------------------------------------
 DG6471  NETWORK DG6471 BIG MIKE                          0.39   0.39   0.65
 DG6471  -------------------------------------------------------------------
 DG6471
 DG6471.The horizontal coordinates were established by GPS observations
 DG6471.and adjusted by the National Geodetic Survey in February 2007.
 DG6471
 DG6471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6471.The horizontal coordinates are valid at the epoch date displayed above.
 DG6471.The epoch date for horizontal control is a decimal equivalence
 DG6471.of Year/Month/Day.
 DG6471
 DG6471.The orthometric height was determined by GPS observations and a
 DG6471.high-resolution geoid model.
 DG6471.The orthometric height was determined by GPS observations and a
 DG6471.high-resolution geoid model using precise GPS observation and
 DG6471.processing techniques.
 DG6471
 DG6471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6471
 DG6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6471
 DG6471.The ellipsoidal height was determined by GPS observations
 DG6471.and is referenced to NAD 83.
 DG6471
 DG6471.The geoid height was determined by GEOID03.
 DG6471
 DG6471;                    North         East     Units Scale Factor Converg.
 DG6471;SPC NC       -   157,910.432   446,777.839   MT  0.99987386   -1 01 54.0
 DG6471;SPC NC       -   518,077.81  1,465,803.63   sFT  0.99987386   -1 01 54.0
 DG6471;UTM  17      - 3,890,840.688   519,359.110   MT  0.99960462   +0 07 20.7
 DG6471
 DG6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6471!SPC NC       -   0.99996942  x   0.99987386  =   0.99984329
 DG6471!UTM  17      -   0.99996942  x   0.99960462  =   0.99957406
 DG6471
 DG6471                          SUPERSEDED SURVEY CONTROL
 DG6471
 DG6471  NAD 83(1986)-  35 09 37.09658(N)    080 47 14.77105(W) AD(       ) 1
 DG6471  NAD 83(2001)-  35 09 37.08151(N)    080 47 14.76276(W) AD(       ) 1
 DG6471  ELLIP H (08/02/04)  194.801  (m)                       GP(       ) 4 1
 DG6471
 DG6471.Superseded values are not recommended for survey control.
 DG6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6471.See file dsdata.txt to determine how the superseded data were derived.
 DG6471
 DG6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1935990841(NAD 83)
 DG6471_MARKER: DD = SURVEY DISK
 DG6471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6471_STAMPING: BIG MIKE 2003
 DG6471_MARK LOGO: NGS   
 DG6471_PROJECTION: FLUSH
 DG6471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6471+STABILITY: SURFACE MOTION
 DG6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6471+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DG6471
 DG6471  HISTORY     - Date     Condition        Report By
 DG6471  HISTORY     - 2003121  MONUMENTED       GCT
 DG6471  HISTORY     - 20060829 GOOD             USPSQD
 DG6471
 DG6471                          STATION DESCRIPTION
 DG6471
 DG6471'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG6471'THE STATION IS LOCATED IN MECKLENBURG COUNTY, NORTH CAROLINA, AND IS
 DG6471'8.5 KM (5.3 MI)  SOUTHEAST OF DOWNTOWN CHARLOTTE, 7.2 KM (4.5 MI) WEST
 DG6471'OF MORNING STAR ACRES, AND 12.4  KM (7.7 MI) NORTHEAST OF PINEVILLE.
 DG6471'OWNERSHIP- IN THE RIGHT-OF-WAY OF SARDIS ROAD.
 DG6471' 
 DG6471'TO REACH THE STATION FROM THE INTERSECTION OF HWY 74 AND IDLEWILD
 DG6471'ROAD, PROCEED WEST  FOR 0.4 KM (0.25 MI) ALONG IDLEWILD ROAD, AT THIS
 DG6471'POINT IDLEWILD ROAD BECOMES RAMA ROAD.  CONTINUE SOUTHWESTERLY ALONG
 DG6471'RAMA ROAD FOR 3.21 KM (2.0 MI) AT WHICH POINT IT BECOMES  SARDIS ROAD.
 DG6471'CONTINUE SOUTHWESTERLY ALONG SARDIS ROAD FOR 0.8 KM (0.5 MI) TO THE
 DG6471'TEE  INTERSECTION OF SARDIS ROAD AND RANDOLPH ROAD AND THE MARK ON THE
 DG6471'RIGHT IN THE  NORTHWEST QUADRANT OF THE INTERSECTION.
 DG6471' 
 DG6471'THE MARK IS A STANDARD NGS SURVEY DISK SET IN THE TOP OF A CONCRETE
 DG6471'MONUMENT FLUSH  WITH THE GROUND. IT IS LOCATED 18.98 M (62.3 FT) EAST
 DG6471'OF A LIGHT POLE WITH TAG, 14.44 M (47.4 FT)  SOUTHWEST OF A UTILITY
 DG6471'POLE WITH TAG, AND 5.30 M (17.4 FT) NORTH OF A WHITE  STRIPE ON SARDIS
 DG6471'ROAD AND A TAG.
 DG6471
 DG6471                          STATION RECOVERY (2006)
 DG6471
 DG6471'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG6471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3655 ***********************************************************************
 EZ3655  DESIGNATION -  BIG OAK
 EZ3655  PID         -  EZ3655
 EZ3655  STATE/COUNTY-  NC/MOORE
 EZ3655  USGS QUAD   -  CANDOR (1994)
 EZ3655
 EZ3655                         *CURRENT SURVEY CONTROL
 EZ3655  ___________________________________________________________________
 EZ3655* NAD 83(2001)-  35 21 54.71237(N)    079 40 53.77290(W)     ADJUSTED  
 EZ3655* NAVD 88     -       169.2    (meters)     555.     (feet)  VERTCON   
 EZ3655  ___________________________________________________________________
 EZ3655  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 EZ3655  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EZ3655  HORZ ORDER  -  SECOND
 EZ3655
 EZ3655.The horizontal coordinates were established by classical geodetic methods
 EZ3655.and adjusted by the National Geodetic Survey in August 2005.
 EZ3655
 EZ3655.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3655
 EZ3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3655
 EZ3655.The geoid height was determined by GEOID03.
 EZ3655
 EZ3655;                    North         East     Units Scale Factor Converg.
 EZ3655;SPC NC       -   179,386.691   547,664.851   MT  0.99987454   -0 23 36.2
 EZ3655;SPC NC       -   588,537.84  1,796,797.10   sFT  0.99987454   -0 23 36.2
 EZ3655;UTM  17      - 3,914,340.995   619,772.413   MT  0.99977679   +0 45 47.4
 EZ3655
 EZ3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3655!SPC NC       -   0.99997827  x   0.99987454  =   0.99985281
 EZ3655!UTM  17      -   0.99997827  x   0.99977679  =   0.99975506
 EZ3655
 EZ3655:                Primary Azimuth Mark                     Grid Az
 EZ3655:SPC NC       -  NALLS                                    047 00 28.3
 EZ3655:UTM  17      -  NALLS                                    045 51 04.7
 EZ3655
 EZ3655|---------------------------------------------------------------------|
 EZ3655| PID    Reference Object                     Distance      Geod. Az  |
 EZ3655|                                                           dddmmss.s |
 EZ3655| EZ3652 NALLS                               APPROX. 1.3 KM 0463652.1 |
 EZ3655| EZ3654 TRASH                               APPROX. 0.5 KM 2480242.8 |
 EZ3655|---------------------------------------------------------------------|
 EZ3655
 EZ3655                          SUPERSEDED SURVEY CONTROL
 EZ3655
 EZ3655  NAD 83(1986)-  35 21 54.71627(N)    079 40 53.78289(W) AD(       ) 2
 EZ3655  NAD 27      -  35 21 54.19288(N)    079 40 54.64663(W) AD(       ) 2
 EZ3655  NGVD 29 (07/19/86)  169.4    (m)          556.     (f) VERT ANG    3  
 EZ3655
 EZ3655.Superseded values are not recommended for survey control.
 EZ3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3655.See file dsdata.txt to determine how the superseded data were derived.
 EZ3655
 EZ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1977214341(NAD 83)
 EZ3655_MARKER: DE = TRAVERSE STATION DISK
 EZ3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3655_STAMPING: BIG OAK 1972
 EZ3655_MARK LOGO: NCGS  
 EZ3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3655+STABILITY: SURFACE MOTION
 EZ3655
 EZ3655  HISTORY     - Date     Condition        Report By
 EZ3655  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3655  HISTORY     - 1987     GOOD             USPSQD
 EZ3655  HISTORY     - 19950502 MARK NOT FOUND   USPSQD
 EZ3655
 EZ3655                          STATION DESCRIPTION
 EZ3655
 EZ3655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3655'BIG OAK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3655'THE VICINITY OF BISCOE, NORTH CAROLINA.
 EZ3655'
 EZ3655'BIG OAK IS LOCATED APPROXIMATELY 5.6 MILES ENE OF BISCOE AND 6.2
 EZ3655'MILES ESE OF STAR.  TO REACH STATION FROM THE INTERSECTION OF
 EZ3655'NC 24-27 AND SR 1275 AT WEST PHILADELPHIA, PROCEED SOUTHWEST ALONG
 EZ3655'NC 24-27 FOR 1.8 MILES TO STATION ON LEFT SHOULDER, 0.1 MILE
 EZ3655'SOUTHWEST OF INTERSECTION WITH SR 1278, AND 10 FEET NORTH OF
 EZ3655'PROJECTION OF C/L OF NC 24-27 FROM THE WEST.
 EZ3655'
 EZ3655'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIG OAK
 EZ3655'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ3655'INCHES BELOW THE GROUND.
 EZ3655'
 EZ3655'MARK IS
 EZ3655'21.0 FEET SSE OF C/L OF NC 24-27.
 EZ3655'25.3 FEET NNW OF 6 INCH POPLAR WITH ALUMINUM REF. TAG.
 EZ3655'29.7 FEET NNW OF 10 INCH POPLAR WITH ALUMINUM REF. TAG.
 EZ3655'54.1 FEET WNW OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3655
 EZ3655                          STATION RECOVERY (1987)
 EZ3655
 EZ3655'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ3655'RECOVERED IN GOOD CONDITION.
 EZ3655
 EZ3655                          STATION RECOVERY (1995)
 EZ3655
 EZ3655'RECOVERY NOTE BY US POWER SQUADRON 1995
 EZ3655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3622 ***********************************************************************
 DK3622  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3622  DESIGNATION -  BIG PHIPPS
 DK3622  PID         -  DK3622
 DK3622  STATE/COUNTY-  NC/ASHE
 DK3622  USGS QUAD   -  GRASSY CREEK (1978)
 DK3622
 DK3622                         *CURRENT SURVEY CONTROL
 DK3622  ___________________________________________________________________
 DK3622* NAD 83(2007)-  36 30 33.37019(N)    081 23 09.35026(W)     ADJUSTED  
 DK3622* NAVD 88     -       769.08   (meters)    2523.2    (feet)  GPS OBS   
 DK3622  ___________________________________________________________________
 DK3622  EPOCH DATE  -        2002.00
 DK3622  X           -     768,837.085 (meters)                     COMP
 DK3622  Y           -  -5,075,268.966 (meters)                     COMP
 DK3622  Z           -   3,774,200.323 (meters)                     COMP
 DK3622  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DK3622  ELLIP HEIGHT-         737.807 (meters)          (04/15/08) ADJUSTED
 DK3622  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 DK3622  HORZ ORDER  -  FIRST
 DK3622  ELLP ORDER  -  FOURTH    CLASS II
 DK3622
 DK3622.The horizontal coordinates were established by GPS observations
 DK3622.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3622
 DK3622.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3622.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3622.The horizontal coordinates are valid at the epoch date displayed above.
 DK3622.The epoch date for horizontal control is a decimal equivalence
 DK3622.of Year/Month/Day.
 DK3622
 DK3622.The orthometric height was determined by GPS observations and a
 DK3622.high-resolution geoid model.
 DK3622.The orthometric height was determined by GPS observations and a
 DK3622.high-resolution geoid model using precise GPS observation and
 DK3622.processing techniques.
 DK3622
 DK3622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3622
 DK3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3622
 DK3622.The ellipsoidal height was determined by GPS observations
 DK3622.and is referenced to NAD 83.
 DK3622
 DK3622.The geoid height was determined by GEOID03.
 DK3622
 DK3622;                    North         East     Units Scale Factor Converg.
 DK3622;SPC NC       -   308,681.470   395,864.837   MT  1.00011366   -1 22 37.5
 DK3622;SPC NC       - 1,012,732.46  1,298,766.55   sFT  1.00011366   -1 22 37.5
 DK3622;UTM  17      - 4,040,505.538   465,441.924   MT  0.99961471   -0 13 46.6
 DK3622
 DK3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3622!SPC NC       -   0.99988422  x   1.00011366  =   0.99999787
 DK3622!UTM  17      -   0.99988422  x   0.99961471  =   0.99949898
 DK3622
 DK3622:                Primary Azimuth Mark                     Grid Az
 DK3622:SPC NC       -  ALBERT                                   023 52 22.2
 DK3622:UTM  17      -  ALBERT                                   022 43 31.3
 DK3622
 DK3622|---------------------------------------------------------------------|
 DK3622| PID    Reference Object                     Distance      Geod. Az  |
 DK3622|                                                           dddmmss.s |
 DK3622| DK3612 ALBERT                              427.692 METERS 0222944.7 |
 DK3622|---------------------------------------------------------------------|
 DK3622
 DK3622                          SUPERSEDED SURVEY CONTROL
 DK3622
 DK3622.No superseded survey control is available for this station.
 DK3622
 DK3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6544240506(NAD 83)
 DK3622_MARKER: DH = HORIZONTAL CONTROL DISK
 DK3622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3622_STAMPING: BIG PHIPPS 2005
 DK3622_MARK LOGO: NCGS  
 DK3622_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3622+STABILITY: SURFACE MOTION
 DK3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3622+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3622
 DK3622  HISTORY     - Date     Condition        Report By
 DK3622  HISTORY     - 2005     MONUMENTED       NCGS
 DK3622
 DK3622                          STATION DESCRIPTION
 DK3622
 DK3622'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005
 DK3622'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF JEFFERSON AND
 DK3622'0.5 MI (0.8 KM) NORTHEAST OF CRUMPLER.
 DK3622' 
 DK3622'PROCEED ALONG NC 16 FOR 5.05 MI (8.13 KM) NORTHEAST FROM US 221 (IN
 DK3622'NORTHEAST JEFFERSON), THENCE NORTHEAST 0.05 MI (0.08 KM) ALONG SR
 DK3622'1573-SOUTH OVERPASS RAMP, THENCE EAST TURNING NORTH 2.1 MI (3.4 KM)
 DK3622'ALONG SR 1573-OLD HIGHWAY 16, THENCE EAST FOR 0.25 MI (0.40 KM) ALONG
 DK3622'SR 1563-CLIFTON ROAD TO THE NEW RIVER AND STATION NEAR THE SOUTHEAST
 DK3622'CORNER OF BRIDGE.
 DK3622' 
 DK3622'MARK IS ABOUT 1-FT HIGHER THAN SR 1563 AND RECESSED 1 INCH BELOW THE
 DK3622'GROUND. LOCATED 25.5 FT (7.8 M) SOUTH OF THE CENTERLINE OF SR 1563,
 DK3622'22.8 FT (6.9 M) SOUTHEAST OF THE SOUTH END OF WING WALL OF THE BRIDGE,
 DK3622'248.4 FT (75.7 M) WEST OF THE NORTHWEST CORNER OF A HOUSE--AND 63.4 FT
 DK3622'(19.3 M) NORTH OF A 15-INCH HARDWOOD TREE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2803 ***********************************************************************
 FX2803  DESIGNATION -  BIG PINE
 FX2803  PID         -  FX2803
 FX2803  STATE/COUNTY-  NC/BERTIE
 FX2803  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2803
 FX2803                         *CURRENT SURVEY CONTROL
 FX2803  ___________________________________________________________________
 FX2803* NAD 83(2001)-  36 06 36.58130(N)    076 58 17.78760(W)     ADJUSTED  
 FX2803* NAVD 88     -        11.623  (meters)      38.13   (feet)  ADJUSTED  
 FX2803  ___________________________________________________________________
 FX2803  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FX2803  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 FX2803  DYNAMIC HT  -          11.614 (meters)      38.10  (feet)  COMP
 FX2803  MODELED GRAV-     979,833.5   (mgal)                       NAVD 88
 FX2803
 FX2803  HORZ ORDER  -  SECOND
 FX2803  VERT ORDER  -  SECOND    CLASS II
 FX2803
 FX2803.The horizontal coordinates were established by classical geodetic methods
 FX2803.and adjusted by the National Geodetic Survey in August 2005.
 FX2803
 FX2803.The orthometric height was determined by differential leveling
 FX2803.and adjusted in June 1991.
 FX2803
 FX2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2803
 FX2803.The geoid height was determined by GEOID03.
 FX2803
 FX2803.The dynamic height is computed by dividing the NAVD 88
 FX2803.geopotential number by the normal gravity value computed on the
 FX2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2803.degrees latitude (g = 980.6199 gals.).
 FX2803
 FX2803.The modeled gravity was interpolated from observed gravity values.
 FX2803
 FX2803;                    North         East     Units Scale Factor Converg.
 FX2803;SPC NC       -   263,689.655   792,218.361   MT  0.99998472   +1 10 14.6
 FX2803;SPC NC       -   865,121.81  2,599,136.41   sFT  0.99998472   +1 10 14.6
 FX2803;UTM  18      - 3,997,966.919   322,540.363   MT  0.99998804   -1 09 44.1
 FX2803
 FX2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2803!SPC NC       -   1.00000378  x   0.99998472  =   0.99998850
 FX2803!UTM  18      -   1.00000378  x   0.99998804  =   0.99999182
 FX2803
 FX2803                          SUPERSEDED SURVEY CONTROL
 FX2803
 FX2803  NAD 83(1993)-  36 06 36.58869(N)    076 58 17.79404(W) AD(       ) 2
 FX2803  NAD 83(1986)-  36 06 36.59090(N)    076 58 17.79933(W) AD(       ) 2
 FX2803  NGVD 29 (01/18/91)   12.00   (m)           39.4    (f) LEVELING    3  
 FX2803
 FX2803.Superseded values are not recommended for survey control.
 FX2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2803.See file dsdata.txt to determine how the superseded data were derived.
 FX2803
 FX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2254097967(NAD 83)
 FX2803_MARKER: DE = TRAVERSE STATION DISK
 FX2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2803_SP_SET: CONCRETE POST
 FX2803_STAMPING: BIG PINE 1980
 FX2803_MARK LOGO: NCGS  
 FX2803_PROJECTION: RECESSED 3 CENTIMETERS
 FX2803_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2803+STABILITY: SURFACE MOTION
 FX2803
 FX2803  HISTORY     - Date     Condition        Report By
 FX2803  HISTORY     - 1980     MONUMENTED       NCGS
 FX2803  HISTORY     - 1980     GOOD             NCGS
 FX2803  HISTORY     - 1985     GOOD             USPSQD
 FX2803  HISTORY     - 19950821 GOOD             USPSQD
 FX2803
 FX2803                          STATION DESCRIPTION
 FX2803
 FX2803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX2803'STATION IS LOCATED APPROXIMATELY 8.0 MILES NORTH OF WINDSOR, 1.8 MILES
 FX2803'WEST OF ASKEWVILLE AND 8.1 MILES SOUTH-SOUTHWEST OF POWELLSVILLE.
 FX2803'
 FX2803'TO REACH STATION FROM THE INTERSECTION OF US 13 WITH NC 305 BETWEEN
 FX2803'WINDSOR AND AHOSKIE, PROCEED NORTHERLY ALONG US 13 FOR 2.05 MILES TO
 FX2803'SR 1221 AND STATION ON LEFT.
 FX2803'
 FX2803'STATION MARK IS A STANDARD DISK STAMPED---BIG PINE 1980---SET IN THE
 FX2803'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND
 FX2803'SURFACE AND 2 FEET BELOW CENTERLINE OF HIGHWAY.  MARK IS 79.0 FEET
 FX2803'WEST OF CENTERLINE OF US 13, 89.2 FEET NORTH OF CENTERLINE OF SR 1221,
 FX2803'44.4 FEET NORTHEAST OF 36 INCH PINE WITH REFERENCE TAG AND 36.6 FEET
 FX2803'EAST-SOUTHEAST OF 18 INCH OAK WITH REFERENCE TAG.
 FX2803
 FX2803                          STATION RECOVERY (1980)
 FX2803
 FX2803'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2803'1.8 MI WEST FROM ASKEWVILLE.
 FX2803'8.0 MILES NORTH OF WINDSOR AND 8.1 MILES SOUTH-SOUTHWEST OF
 FX2803'POWELLSVILLE.
 FX2803'2.05 MILES NORTHERLY ALONG US 13 FROM INTERSECTION WITH NC 305 BETWEEN
 FX2803'WINDSOR AND AHOSKIE TO SR 1221, 79.0 FEET WEST OF CENTERLINE OF US 13,
 FX2803'89.2 FEET NORTH OF CENTERLINE OF SR 1221, 44.4 FEET NORTHEAST OF 36
 FX2803'INCH PINE WITH REFERENCE TAG AND 36.6 FEET EAST-SOUTHEAST OF 18 INCH
 FX2803'OAK WITH REFERENCE TAG.
 FX2803
 FX2803                          STATION RECOVERY (1985)
 FX2803
 FX2803'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2803'RECOVERED IN GOOD CONDITION.
 FX2803
 FX2803                          STATION RECOVERY (1995)
 FX2803
 FX2803'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3523 ***********************************************************************
 FB3523  DESIGNATION -  BIG RIDGE
 FB3523  PID         -  FB3523
 FB3523  STATE/COUNTY-  NC/JACKSON
 FB3523  USGS QUAD   -  BIG RIDGE (1994)
 FB3523
 FB3523                         *CURRENT SURVEY CONTROL
 FB3523  ___________________________________________________________________
 FB3523* NAD 83(2001)-  35 13 03.43272(N)    083 05 31.10668(W)     ADJUSTED  
 FB3523* NAVD 88     -      1218.3    (meters)    3997.     (feet)  VERTCON   
 FB3523  ___________________________________________________________________
 FB3523  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FB3523  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 FB3523  HORZ ORDER  -  SECOND
 FB3523
 FB3523.The horizontal coordinates were established by classical geodetic methods
 FB3523.and adjusted by the National Geodetic Survey in August 2005.
 FB3523
 FB3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3523
 FB3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3523
 FB3523.The geoid height was determined by GEOID03.
 FB3523
 FB3523;                    North         East     Units Scale Factor Converg.
 FB3523;SPC NC       -   170,479.442   237,196.965   MT  0.99987277   -2 21 42.4
 FB3523;SPC NC       -   559,314.64    778,203.71   sFT  0.99987277   -2 21 42.4
 FB3523;UTM  17      - 3,899,181.824   309,596.402   MT  1.00004681   -1 12 24.4
 FB3523
 FB3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3523!SPC NC       -   0.99981332  x   0.99987277  =   0.99968611
 FB3523!UTM  17      -   0.99981332  x   1.00004681  =   0.99986012
 FB3523
 FB3523                          SUPERSEDED SURVEY CONTROL
 FB3523
 FB3523  NAD 83(1995)-  35 13 03.43277(N)    083 05 31.10628(W) AD(       ) 2
 FB3523  NAD 83(1986)-  35 13 03.43839(N)    083 05 31.11130(W) AD(       ) 2
 FB3523  NGVD 29 (09/18/91) 1218.3    (m)         3997.     (f) VERT ANG    3  
 FB3523
 FB3523.Superseded values are not recommended for survey control.
 FB3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3523.See file dsdata.txt to determine how the superseded data were derived.
 FB3523
 FB3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0959699182(NAD 83)
 FB3523_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3523_STAMPING: BIG RIDGE 1980
 FB3523_MARK LOGO: NCGS  
 FB3523_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3523+STABILITY: SURFACE MOTION
 FB3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3523+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 FB3523
 FB3523  HISTORY     - Date     Condition        Report By
 FB3523  HISTORY     - 1980     MONUMENTED       NCGS
 FB3523  HISTORY     - 19940131 GOOD             NCGS
 FB3523  HISTORY     - 20071213 GOOD             EDHOLM
 FB3523
 FB3523                          STATION DESCRIPTION
 FB3523
 FB3523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3523'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTH-NORTHEAST OF
 FB3523'GLENVILLE, AND NORTH OF CASHIERS ALONG BIG RIDGE.
 FB3523'
 FB3523'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND NC 107 IN
 FB3523'CASHIERS, PROCEED NORTH ALONG NC 107 FOR 5.1 MILES TO THE US POST
 FB3523'OFFICE IN GLENVILLE, CONTINUE NORTH ALONG NC 107 FOR 0.95 MILES TO SR
 FB3523'1129 (BIG RIDGE ROAD) ON RIGHT, THENCE NORTHEASTERLY ALONG SR 1129 FOR
 FB3523'4.7 MILES TO SR 1127 ON LEFT, THENCE NORTH ALONG SR 1127 FOR 1.65 MILE
 FB3523'TO STATION ON LEFT IN EDGE OF PASTURE AND 0.2 MILE SOUTHEAST OF THE
 FB3523'END OF THE PUBLIC ROAD.
 FB3523'
 FB3523'STATION MARK IS A STANDARD DISK STAMPED---BIG RIDGE 1980---SET IN TOP
 FB3523'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS
 FB3523'18.6 FEET SOUTHWEST OF CENTERLINE OF SR 1127 AND, 4.3 FEET NORTH OF
 FB3523'POWER POLE 15 WITH TRANSFORMER, 69.9 FEET SOUTH OF TELEPHONE POLE
 FB3523'57/40 WITH UNDERGROUND CABLE PEDESTAL, 84.1 FEET NORTH OF SERVICE POLE
 FB3523'AT NORTH CORNER OF MOBILE HOME ALL WITH REFERENCE TAGS.
 FB3523
 FB3523                          STATION RECOVERY (1994)
 FB3523
 FB3523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3523'RECOVERED AS DESCRIBED.
 FB3523
 FB3523                          STATION RECOVERY (2007)
 FB3523
 FB3523'RECOVERY NOTE BY ED HOLMES SURVEYING 2007 (JAN)
 FB3523'TELEPHONE POLE 57/40 IS GONE.  SERVICE POLE AND MOBILE HOME ARE GONE.
 FB3523'ACROSS ROAD FROM ASPHALT DRIVE TO HOUSE NUMBER 6210.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9029 ***********************************************************************
 DG9029  HT_MOD      -  This is a Height Modernization Survey Station.
 DG9029  DESIGNATION -  BIG RIDGE
 DG9029  PID         -  DG9029
 DG9029  STATE/COUNTY-  NC/BUNCOMBE
 DG9029  USGS QUAD   -  DUNSMORE MOUNTAIN (1967)
 DG9029
 DG9029                         *CURRENT SURVEY CONTROL
 DG9029  ___________________________________________________________________
 DG9029* NAD 83(2007)-  35 27 01.06244(N)    082 42 32.48687(W)     ADJUSTED  
 DG9029* NAVD 88     -      1164.61   (meters)    3820.9    (feet)  GPS OBS   
 DG9029  ___________________________________________________________________
 DG9029  EPOCH DATE  -        2002.00
 DG9029  X           -     660,245.493 (meters)                     COMP
 DG9029  Y           -  -5,160,471.086 (meters)                     COMP
 DG9029  Z           -   3,679,335.426 (meters)                     COMP
 DG9029  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 DG9029  ELLIP HEIGHT-        1135.277 (meters)          (02/10/07) ADJUSTED
 DG9029  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DG9029
 DG9029  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9029  Type    PID    Designation                      North   East  Ellip
 DG9029  -------------------------------------------------------------------
 DG9029  NETWORK DG9029 BIG RIDGE                         0.92   0.69   1.35
 DG9029  -------------------------------------------------------------------
 DG9029
 DG9029.The horizontal coordinates were established by GPS observations
 DG9029.and adjusted by the National Geodetic Survey in February 2007.
 DG9029
 DG9029.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9029.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9029.The horizontal coordinates are valid at the epoch date displayed above.
 DG9029.The epoch date for horizontal control is a decimal equivalence
 DG9029.of Year/Month/Day.
 DG9029
 DG9029.The orthometric height was determined by GPS observations and a
 DG9029.high-resolution geoid model.
 DG9029.The orthometric height was determined by GPS observations and a
 DG9029.high-resolution geoid model using precise GPS observation and
 DG9029.processing techniques.
 DG9029
 DG9029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9029
 DG9029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9029
 DG9029.The ellipsoidal height was determined by GPS observations
 DG9029.and is referenced to NAD 83.
 DG9029
 DG9029.The geoid height was determined by GEOID03.
 DG9029
 DG9029;                    North         East     Units Scale Factor Converg.
 DG9029;SPC NC       -   194,903.280   272,995.753   MT  0.99987857   -2 08 26.7
 DG9029;SPC NC       -   639,445.18    895,653.57   sFT  0.99987857   -2 08 26.7
 DG9029;UTM  17      - 3,924,322.802   344,900.287   MT  0.99989645   -0 59 29.1
 DG9029
 DG9029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9029!SPC NC       -   0.99982184  x   0.99987857  =   0.99970043
 DG9029!UTM  17      -   0.99982184  x   0.99989645  =   0.99971831
 DG9029
 DG9029                          SUPERSEDED SURVEY CONTROL
 DG9029
 DG9029  NAD 83(2001)-  35 27 01.06249(N)    082 42 32.48701(W) AD(       ) 1
 DG9029  ELLIP H (01/25/05) 1135.291  (m)                       GP(       ) 4 1
 DG9029
 DG9029.Superseded values are not recommended for survey control.
 DG9029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9029.See file dsdata.txt to determine how the superseded data were derived.
 DG9029
 DG9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4490024323(NAD 83)
 DG9029_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9029_STAMPING: BIG RIDGE 2004
 DG9029_MARK LOGO: NGS   
 DG9029_PROJECTION: FLUSH
 DG9029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9029+STABILITY: SURFACE MOTION
 DG9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9029+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DG9029
 DG9029  HISTORY     - Date     Condition        Report By
 DG9029  HISTORY     - 20040815 MONUMENTED       GEOMET
 DG9029
 DG9029                          STATION DESCRIPTION
 DG9029
 DG9029'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 DG9029'THE STATION IS LOCATED ABOUT 22.0 KM (13.6 MILES) SOUTHWEST OF
 DG9029'ASHEVILLE, 15.6 KM (9.7 MILES)   SOUTHEAST OF CANTON, AND 15.3 KM (9.5
 DG9029'MILES) WEST OF THE ASHEVILLE REGIONAL AIRPORT, AT  THE BIG RIDGE
 DG9029'OVERLOOK ON THE BLUE RIDGE PARKWAY AT MILEPOST 403.5.
 DG9029' 
 DG9029'TO REACH THE STATION FROM THE INTERSECTION OF NC 151 AND THE BLUE
 DG9029'RIDGE PARKWAY,  GO NORTH ON THE BLUE RIDGE PARKWAY FOR 3.1 KM (1.9
 DG9029'MILES) TO THE BIG RIDGE OVERLOOK AND  THE STATION ON THE RIGHT.
 DG9029' 
 DG9029'THE STATION IS AN NGS HORIZONTAL DISK, STAMPED --BIG RIDGE 2004-- SET
 DG9029'IN A ROUND CONCRETE MONUMENT 1.2 METERS (4.0 FEET) DEEP AND 0.3 METERS
 DG9029'(12 INCHES) IN DIAMETER.  IT IS FLUSH WITH THE GROUND.  IT IS 26.7
 DG9029'METERS (87.6 FEET) SOUTH FROM THE EDGE OF PAVEMENT OF THE BLUE  RIDGE
 DG9029'PARKWAY, 23.3 METERS (76.3 FEET) EAST OF THE WEST CORNER OF THE
 DG9029'OVERLOOK, 20.8  METERS (68.4 FEET) WEST OF THE EAST CORNER OF THE
 DG9029'OVERLOOK, 19.5 METERS (64.1 FEET) SOUTH  OF THE NORTHEAST CORNER OF A
 DG9029'CULVERT, 1.1 METER (3.7 FEET) WEST OF THE CENTERLINE OF THE  BLUE
 DG9029'RIDGE PARKWAY OVERLOOK SIGN,  AND 0.9 METER (3.0 FEET) NORTH OF THE
 DG9029'TOP OF A BANK.  THE HH1 GPS IS N352701.06, W0824232.48.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3668 ***********************************************************************
 GA3668  DESIGNATION -  BIG ROCK
 GA3668  PID         -  GA3668
 GA3668  STATE/COUNTY-  NC/MADISON
 GA3668  USGS QUAD   -  GREYSTONE (1978)
 GA3668
 GA3668                         *CURRENT SURVEY CONTROL
 GA3668  ___________________________________________________________________
 GA3668* NAD 83(2001)-  36 03 57.14553(N)    082 37 58.82813(W)     ADJUSTED  
 GA3668* NAVD 88     -      1475.1    (meters)    4840.     (feet)  VERTCON   
 GA3668  ___________________________________________________________________
 GA3668  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 GA3668  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 GA3668  HORZ ORDER  -  SECOND
 GA3668
 GA3668.The horizontal coordinates were established by classical geodetic methods
 GA3668.and adjusted by the National Geodetic Survey in August 2005.
 GA3668
 GA3668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3668
 GA3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3668
 GA3668.The geoid height was determined by GEOID03.
 GA3668
 GA3668;                    North         East     Units Scale Factor Converg.
 GA3668;SPC NC       -   262,897.956   282,390.223   MT  0.99997343   -2 05 48.7
 GA3668;SPC NC       -   862,524.38    926,475.26   sFT  0.99997343   -2 05 48.7
 GA3668;SPC TN       -   197,441.453   903,254.752   MT  0.99995656   +1 58 16.2
 GA3668;SPC TN       -   647,772.50  2,963,428.30   sFT  0.99995656   +1 58 16.2
 GA3668;UTM  17      - 3,992,488.847   352,937.222   MT  0.99986649   -0 57 41.6
 GA3668
 GA3668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3668!SPC NC       -   0.99977334  x   0.99997343  =   0.99974678
 GA3668!SPC TN       -   0.99977334  x   0.99995656  =   0.99972991
 GA3668!UTM  17      -   0.99977334  x   0.99986649  =   0.99963986
 GA3668
 GA3668                          SUPERSEDED SURVEY CONTROL
 GA3668
 GA3668  NAD 83(1995)-  36 03 57.14465(N)    082 37 58.82841(W) AD(       ) 2
 GA3668  NAD 83(1993)-  36 03 57.15473(N)    082 37 58.84072(W) AD(       ) 2
 GA3668  NAD 83(1993)-  36 03 57.15489(N)    082 37 58.84086(W) AD(       ) 2
 GA3668  NAD 83(1986)-  36 03 57.15463(N)    082 37 58.84036(W) AD(       ) 2
 GA3668  NGVD 29 (02/22/93) 1475.2    (m)         4840.     (f) VERT ANG    3  
 GA3668
 GA3668.Superseded values are not recommended for survey control.
 GA3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3668.See file dsdata.txt to determine how the superseded data were derived.
 GA3668
 GA3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5293792489(NAD 83)
 GA3668_MARKER: DE = TRAVERSE STATION DISK
 GA3668_SETTING: 66 = SET IN ROCK OUTCROP
 GA3668_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3668_STAMPING: BIG ROCK 1934
 GA3668_MARK LOGO: USFS  
 GA3668_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3668+STABILITY: POSITION/ELEVATION WELL
 GA3668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3668+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1982
 GA3668
 GA3668  HISTORY     - Date     Condition        Report By
 GA3668  HISTORY     - 1934     MONUMENTED       USFS
 GA3668  HISTORY     - 19820101 GOOD             NCGS
 GA3668
 GA3668                          STATION DESCRIPTION
 GA3668
 GA3668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 GA3668'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) SOUTH-SOUTHWEST OF
 GA3668'GUNTERTOWN AND 27.7 KM (17.2 MI) SOUTH-SOUTHEAST OF MARS HILL ON THE
 GA3668'TENNESSEE/NC STATE LINE.
 GA3668'PROCEED NORTH ALONG US 23 FOR 12.7 KM (7.9 MI) FROM SAMS GAP AT THE
 GA3668'TENNESSEE/NC STATE LINE TO ROCKY FORK CREEK AND A DIRT ROAD ON THE
 GA3668'LEFT (ROCKY FORK ROAD), THENCE NORTHWEST ALONG THE DIRT ROAD FOR 1.4
 GA3668'KM (0.9 MI) TO A DIRT ROAD ON THE LEFT AND A GATE.  FROM THIS POINT NO
 GA3668'MOTOR VEHICLE IS ALLOWED WITHOUT WRITTEN PERMISSION FROM TOM THRASH,
 GA3668'WNC PALLETT COMPANY.  THENCE WEST ALONG THE DIRT ROAD FOR 1.0 KM
 GA3668'(0.6 MI) TO A FORK, THENCE NORTHWEST ALONG THE RIGHT FORK FOR 2.2 KM
 GA3668'(1.4 MI) TO A FORK, THENCE NORTHWEST ALONG THE RIGHT FORK FOR 5.8 KM
 GA3668'(3.6 MI) TO A FORK.  THENCE WEST ALONG THE LEFT FORK FOR 6.0 KM
 GA3668'(3.7 MI) TO A FORK, THENCE WEST ALONG THE RIGHT FORK FOR 0.2 KM
 GA3668'(0.15 MI) TO A FORK, THENCE WEST ALONG THE LEFT FORK FOR 4.0 KM
 GA3668'(2.5 MI) TO A FORK.  THENCE SOUTHWEST ALONG THE LEFT FORK FOR 1.2 KM
 GA3668'(0.75 MI) TO THE END OF TRUCK TRAVEL, THENCE ON FOOT SOUTHWEST ALONG A
 GA3668'TRAIL FOR A 20-MINUTE HIKE TO THE APPALACHIAN TRAIL AND THE STATION
 GA3668'SOUTHWEST OF THE TRAIL.
 GA3668'THE STATION IS A STANDARD USFS DISK STAMPED---BIG ROCK 1934---, SET
 GA3668'INTO A DRILLED HOLE IN A LARGE ROCK OUTCROP ON THE HIGHEST POINT OF
 GA3668'THE PEAK.  LOCATED 0.9 METERS (3.0 FT) SOUTH-SOUTHWEST OF THE SOUTH
 GA3668'EDGE OF A LARGE CREVICE IN THE ROCK OUTCROP AND 1.7 METERS (5.6 FT)
 GA3668'EAST OF THE WEST EDGE OF THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1472 ***********************************************************************
 FW1472  DESIGNATION -  BIG SANDY
 FW1472  PID         -  FW1472
 FW1472  STATE/COUNTY-  NC/CURRITUCK
 FW1472  USGS QUAD   -  COROLLA (1982)
 FW1472
 FW1472                         *CURRENT SURVEY CONTROL
 FW1472  ___________________________________________________________________
 FW1472* NAD 83(2001)-  36 26 30.49899(N)    075 50 34.80627(W)     ADJUSTED  
 FW1472* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1472  ___________________________________________________________________
 FW1472  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FW1472  GEOID HEIGHT-         -38.53  (meters)                     GEOID03
 FW1472  HORZ ORDER  -  THIRD
 FW1472
 FW1472.The horizontal coordinates were established by classical geodetic methods
 FW1472.and adjusted by the National Geodetic Survey in August 2005.
 FW1472
 FW1472.The orthometric height was scaled from a topographic map.
 FW1472
 FW1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1472
 FW1472.The geoid height was determined by GEOID03.
 FW1472
 FW1472;                    North         East     Units Scale Factor Converg.
 FW1472;SPC NC       -   303,126.501   892,628.988   MT  1.00008842   +1 49 19.7
 FW1472;SPC NC       -   994,507.53  2,928,566.94   sFT  1.00008842   +1 49 19.7
 FW1472;SPC VA S     - 1,015,390.227 3,738,207.778   MT  1.00007483   +1 36 45.4
 FW1472;SPC VA S     - 3,331,326.10 12,264,436.68   sFT  1.00007483   +1 36 45.4
 FW1472;UTM  18      - 4,033,283.095   424,447.492   MT  0.99967033   -0 30 02.8
 FW1472
 FW1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1472!SPC NC       -   1.00000578  x   1.00008842  =   1.00009420
 FW1472!SPC VA S     -   1.00000578  x   1.00007483  =   1.00008061
 FW1472!UTM  18      -   1.00000578  x   0.99967033  =   0.99967611
 FW1472
 FW1472|---------------------------------------------------------------------|
 FW1472| PID    Reference Object                     Distance      Geod. Az  |
 FW1472|                                                           dddmmss.s |
 FW1472| FW1781 BIG SANDY RM 1                       97.870 METERS 09525     |
 FW1472| FW1782 BIG SANDY RM 2                       88.130 METERS 15623     |
 FW1472| FW1486 CURRITUCK BEACH LIGHTHOUSE          APPROX. 7.3 KM 1711640.0 |
 FW1472| FW1479 PON HYDROGRAPHIC SIGNAL             APPROX. 6.1 KM 3442826.1 |
 FW1472| FW1474 COAST GUARD STA 167 CUPOLA          APPROX. 2.2 KM 3471404.9 |
 FW1472| FW1487 NEW CG STA 166 WATCH TWR            APPROX. 6.3 KM 3473532.8 |
 FW1472| FW1484 COAST GUARD STA 167 FLAGPOLE        APPROX. 2.2 KM 3475344.0 |
 FW1472|---------------------------------------------------------------------|
 FW1472
 FW1472                          SUPERSEDED SURVEY CONTROL
 FW1472
 FW1472  NAD 83(1993)-  36 26 30.50505(N)    075 50 34.81408(W) AD(       ) 3
 FW1472  NAD 83(1986)-  36 26 30.51773(N)    075 50 34.83225(W) AD(       ) 3
 FW1472  NAD 27      -  36 26 29.95200(N)    075 50 36.11600(W) AD(       ) 3
 FW1472
 FW1472.Superseded values are not recommended for survey control.
 FW1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1472.See file dsdata.txt to determine how the superseded data were derived.
 FW1472
 FW1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2444733283(NAD 83)
 FW1472_MARKER: DS = TRIANGULATION STATION DISK
 FW1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1472_MARK LOGO: CGS   
 FW1472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1472+STABILITY: SURFACE MOTION
 FW1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1472+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 FW1472
 FW1472  HISTORY     - Date     Condition        Report By
 FW1472  HISTORY     - 1922     MONUMENTED       CGS
 FW1472  HISTORY     - 20041201 SEE DESCRIPTION  NCGS
 FW1472
 FW1472                          STATION DESCRIPTION
 FW1472
 FW1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1472'THIS STATION IS AT THE TOP OF A SAND DUNE ABOUT 1 MILE S OF
 FW1472'COAST GUARD STATION 167, AND IS LIKELY TO BE DESTROYED SHORTLY
 FW1472'DUE TO THE SHIFTING OF THE SANDS.  THE HILL IS THE FIRST N OF A
 FW1472'LARGE HILL, THE OUTSTANDING ONE BETWEEN COAST GUARD STATION 167
 FW1472'AND CURRITUCK LIGHTHOUSE.  IT IS THE FIRST HILL ENCOUNTERED IN
 FW1472'PROCEEDING FROM COAST GUARD STATION 167 DIRECTLY TOWARD
 FW1472'CURRITUCK LIGHT, BEING THE FIRST IN THE ROW OF HILLS LYING
 FW1472'NEAREST THE BEACH.  THE LARGE HILL DIRECTLY S OF THE
 FW1472'STATION IS PERHAPS 200 FEET HIGH, BEING ABOUT 50 FEET HIGHER
 FW1472'THAN THE HILL THE STATION IS ON.
 FW1472'
 FW1472'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1472'DISKS SET IN CONCRETE.
 FW1472'
 FW1472'THE REFERENCE MARKS ARE E AND SE OF THE STATION AT THE FOOT OF
 FW1472'THE HILL.  ALL MARKS HAVE SAND FENCES BUILT AROUND THEM TO
 FW1472'PREVENT THE SAND FROM SCOURING AWAY.
 FW1472
 FW1472                          STATION RECOVERY (2004)
 FW1472
 FW1472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1472'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  COORDINATES
 FW1472'PLACE LOCATION BETWEEN HOUSE LOTS AND THE LARGE DUNES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3807 ***********************************************************************
 FB3807  HT_MOD      -  This is a Height Modernization Survey Station.
 FB3807  DESIGNATION -  BIG SANDY
 FB3807  PID         -  FB3807
 FB3807  STATE/COUNTY-  NC/BUNCOMBE
 FB3807  USGS QUAD   -  SANDYMUSH (1941)
 FB3807
 FB3807                         *CURRENT SURVEY CONTROL
 FB3807  ___________________________________________________________________
 FB3807* NAD 83(2007)-  35 40 20.47392(N)    082 48 41.93606(W)     ADJUSTED  
 FB3807* NAVD 88     -       686.70   (meters)    2252.9    (feet)  GPS OBS   
 FB3807  ___________________________________________________________________
 FB3807  EPOCH DATE  -        2002.00
 FB3807  X           -     649,159.441 (meters)                     COMP
 FB3807  Y           -  -5,147,041.616 (meters)                     COMP
 FB3807  Z           -   3,699,102.773 (meters)                     COMP
 FB3807  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FB3807  ELLIP HEIGHT-         657.252 (meters)          (02/10/07) ADJUSTED
 FB3807  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 FB3807
 FB3807  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3807  Type    PID    Designation                      North   East  Ellip
 FB3807  -------------------------------------------------------------------
 FB3807  NETWORK FB3807 BIG SANDY                         0.55   0.45   0.84
 FB3807  -------------------------------------------------------------------
 FB3807
 FB3807.The horizontal coordinates were established by GPS observations
 FB3807.and adjusted by the National Geodetic Survey in February 2007.
 FB3807
 FB3807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3807.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3807.The horizontal coordinates are valid at the epoch date displayed above.
 FB3807.The epoch date for horizontal control is a decimal equivalence
 FB3807.of Year/Month/Day.
 FB3807
 FB3807.The orthometric height was determined by GPS observations and a
 FB3807.high-resolution geoid model.
 FB3807.The orthometric height was determined by GPS observations and a
 FB3807.high-resolution geoid model using precise GPS observation and
 FB3807.processing techniques.
 FB3807
 FB3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3807
 FB3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3807
 FB3807.The ellipsoidal height was determined by GPS observations
 FB3807.and is referenced to NAD 83.
 FB3807
 FB3807.The geoid height was determined by GEOID03.
 FB3807
 FB3807;                    North         East     Units Scale Factor Converg.
 FB3807;SPC NC       -   219,872.765   264,632.417   MT  0.99989946   -2 11 59.9
 FB3807;SPC NC       -   721,365.90    868,214.85   sFT  0.99989946   -2 11 59.9
 FB3807;UTM  17      - 3,949,120.614   336,038.851   MT  0.99993128   -1 03 24.1
 FB3807
 FB3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3807!SPC NC       -   0.99989685  x   0.99989946  =   0.99979632
 FB3807!UTM  17      -   0.99989685  x   0.99993128  =   0.99982814
 FB3807
 FB3807                          SUPERSEDED SURVEY CONTROL
 FB3807
 FB3807  NAD 83(2001)-  35 40 20.47395(N)    082 48 41.93626(W) AD(       ) 1
 FB3807  ELLIP H (01/25/05)  657.262  (m)                       GP(       ) 4 1
 FB3807  NAD 83(1995)-  35 40 20.47386(N)    082 48 41.93655(W) AD(       ) 2
 FB3807  NAD 83(1986)-  35 40 20.48349(N)    082 48 41.94020(W) AD(       ) 2
 FB3807  NGVD 29 (02/22/93)  686.7    (m)         2253.     (f) VERT ANG    3  
 FB3807
 FB3807.Superseded values are not recommended for survey control.
 FB3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3807.See file dsdata.txt to determine how the superseded data were derived.
 FB3807
 FB3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3603949121(NAD 83)
 FB3807_MARKER: DE = TRAVERSE STATION DISK
 FB3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3807_SP_SET: CONCRETE POST
 FB3807_STAMPING: BIG SANDY 1984
 FB3807_MARK LOGO: NCGS  
 FB3807_PROJECTION: RECESSED 3 CENTIMETERS
 FB3807_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3807+STABILITY: SURFACE MOTION
 FB3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3807+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 FB3807
 FB3807  HISTORY     - Date     Condition        Report By
 FB3807  HISTORY     - 1984     MONUMENTED       NCGS
 FB3807  HISTORY     - 20040815 GOOD             GEOMET
 FB3807
 FB3807                          STATION DESCRIPTION
 FB3807
 FB3807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB3807'THE STATION IS ABOUT 6.7 MILES WEST-NORTHWEST OF LEICESTER, 15.3 MILES
 FB3807'WEST-NORTHWEST OF ASHEVILLE, IN THE SANDYMUSH COMMUNITY.
 FB3807'PROCEED ALONG NC 63 FOR 3.05 MILES WEST-NORTHWEST FROM THE SR 1620
 FB3807'(ALEXANDER RD) INTERSECTION (AT LEICESTER) TO SR 1389 (NORTH TURKEY
 FB3807'CREEK RD), THENCE WEST-NORTHWEST ALONG SR 1389 FOR 1.45 MILES TO SR
 FB3807'1401 (EARLIES GAP RD) THENCE WEST-NORTHWEST ALONG SR 1401 FOR 2.15
 FB3807'MILES TO THE INTERSECTION WITH SR 1392 AND SR 1394 (AT PAYNE CHAPEL),
 FB3807'THENCE WEST ALONG SR 1392 FOR 1.85 MILES TO THE BIG SANDY CHURCH AND
 FB3807'STATION NEAR THE SOUTHWEST CORNER.
 FB3807'THE STATION IS A STANDARD NCGS DISK STAMPED---BIG SANDY 1984---, SET
 FB3807'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3807'GROUND.  LOCATED 13.72 METERS (45.0 FT) NORTHWEST FROM THE CENTERLINE
 FB3807'OF SR 1392, 12.41 METERS (40.7 FT) EAST FROM THE ORVILLE GARRETT
 FB3807'HEADSTONE, 21.18 METERS (69.5 FT) SOUTH FROM THE SOTHWEST CORNER OF
 FB3807'CHURCH, AND 36.85 METERS (120.9 FT) SOUTHWEST FROM A POWER POLE WITH
 FB3807'TRANSFORMER AND REFERENCE TAG.
 FB3807'MARK IS 10 FEET ABOVE HIGHWAY LEVEL.
 FB3807
 FB3807                          STATION RECOVERY (2004)
 FB3807
 FB3807'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 FB3807'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL REFERENCE TIE. IT
 FB3807'IS LOCATED 9.1 METERS (30.0 FEET) SOUTHWEST FROM THE CENTERLINE OF THE
 FB3807'WEST  ENTRANCE TO THE BIG SANDY UNITED METHODIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3792 ***********************************************************************
 EB3792  DESIGNATION -  BIG SHOE
 EB3792  PID         -  EB3792
 EB3792  STATE/COUNTY-  NC/SCOTLAND
 EB3792  USGS QUAD   -  SILVER HILL (1983)
 EB3792
 EB3792                         *CURRENT SURVEY CONTROL
 EB3792  ___________________________________________________________________
 EB3792* NAD 83(2001)-  34 54 47.74852(N)    079 26 47.44878(W)     ADJUSTED  
 EB3792* NAVD 88     -        97.5    (meters)     320.     (feet)  VERTCON   
 EB3792  ___________________________________________________________________
 EB3792  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EB3792  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 EB3792  HORZ ORDER  -  SECOND
 EB3792
 EB3792.The horizontal coordinates were established by classical geodetic methods
 EB3792.and adjusted by the National Geodetic Survey in August 2005.
 EB3792
 EB3792.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3792
 EB3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3792
 EB3792.The geoid height was determined by GEOID03.
 EB3792
 EB3792;                    North         East     Units Scale Factor Converg.
 EB3792;SPC NC       -   129,132.962   568,801.478   MT  0.99988994   -0 15 27.8
 EB3792;SPC NC       -   423,663.73  1,866,142.85   sFT  0.99988994   -0 15 27.8
 EB3792;UTM  17      - 3,864,525.650   641,913.681   MT  0.99984822   +0 53 21.4
 EB3792
 EB3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3792!SPC NC       -   0.99998976  x   0.99988994  =   0.99987970
 EB3792!UTM  17      -   0.99998976  x   0.99984822  =   0.99983798
 EB3792
 EB3792                          SUPERSEDED SURVEY CONTROL
 EB3792
 EB3792  NAD 83(1986)-  34 54 47.76212(N)    079 26 47.44863(W) AD(       ) 2
 EB3792  NGVD 29 (04/22/91)   97.7    (m)          321.     (f) VERT ANG    3  
 EB3792
 EB3792.Superseded values are not recommended for survey control.
 EB3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3792.See file dsdata.txt to determine how the superseded data were derived.
 EB3792
 EB3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4191464526(NAD 83)
 EB3792_MARKER: DE = TRAVERSE STATION DISK
 EB3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3792_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3792+STABILITY: SURFACE MOTION
 EB3792
 EB3792  HISTORY     - Date     Condition        Report By
 EB3792  HISTORY     - 1978     MONUMENTED       NCGS
 EB3792  HISTORY     - 20050309 POOR             GEOCAC
 EB3792
 EB3792                          STATION DESCRIPTION
 EB3792
 EB3792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB3792'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES WEST-NORTHWEST OF
 EB3792'WAGRAM AND 9.7 MILES NORTH OF LAURINBURG.
 EB3792'
 EB3792'TO REACH STATION FROM US US 15-501 OVERPASS OF US 401 BYPASS NORTH OF
 EB3792'LAURINBURG, PROCEED NORTH ALONG US 15-501 FOR 8.15 MILES TO STATION
 EB3792'ON RIGHT APPROXIMATELY 325 FEET NORTH OF A FRAME HOUSE AND 0.15 MILE
 EB3792'NORTH OF T INTERSECTION WITH SR 1408 LEADING SOUTHEAST.
 EB3792'
 EB3792'STATION MARK IS A STANDARD DISK STAMPED---BIG SHOE 1978---SET IN TOP
 EB3792'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND
 EB3792'SURFACE. THE MARK IS 40.4 FEET EAST OF CENTERLINE OF HIGHWAY, 42.3
 EB3792'FEET SOUTH-SOUTHWEST OF POWER POLE, 16.9 FEET WEST OF A 4 INCH PIN
 EB3792'OAK, 31.8 FEET NORTHWEST OF AN 8 INCH PINE AND 245.9 FEET NORTH OF
 EB3792'A 22 INCH POPLAR ALL WITH REFERENCE TAGS.
 EB3792
 EB3792                          STATION RECOVERY (2005)
 EB3792
 EB3792'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB3792'RECOVERED IN POOR CONDITION. THE REMAINS OF THE SETTING MINUS THE MARK
 EB3792'WERE FOUND FIRM IN THE GROUND 6 INCHES BELOW GROUND LEVEL AND 31.8 FT
 EB3792'FROM THE DESCRIBED 8 INCH PINE WITH REF. TAG WHICH IS NOW 12 INCHES.
 EB3792'ALL OTHER REFERENCES WITH TAGS WERE NOT SEEN. SUSPECT DAMAGE TO
 EB3792'STATION CAUSED BY STATE ROAD MAINTENANCE. HH GPS COORDS. 35 54 47.8N
 EB3792'79 26 47.5W. POSITION ERROR 8.4 FT.
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
 EB3792' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3524 ***********************************************************************
 FB3524  DESIGNATION -  BIG STOMP
 FB3524  PID         -  FB3524
 FB3524  STATE/COUNTY-  NC/CLAY
 FB3524  USGS QUAD   -  ANDREWS (1990)
 FB3524
 FB3524                         *CURRENT SURVEY CONTROL
 FB3524  ___________________________________________________________________
 FB3524* NAD 83(2001)-  35 08 19.18272(N)    083 49 04.26955(W)     ADJUSTED  
 FB3524* NAVD 88     -      1350.0    (meters)    4429.     (feet)  VERTCON   
 FB3524  ___________________________________________________________________
 FB3524  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 FB3524  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 FB3524  HORZ ORDER  -  SECOND
 FB3524
 FB3524.The horizontal coordinates were established by classical geodetic methods
 FB3524.and adjusted by the National Geodetic Survey in August 2005.
 FB3524
 FB3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3524
 FB3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3524
 FB3524.The geoid height was determined by GEOID03.
 FB3524
 FB3524;                    North         East     Units Scale Factor Converg.
 FB3524;SPC NC       -   164,695.362   170,758.915   MT  0.99987453   -2 46 50.6
 FB3524;SPC NC       -   540,338.03    560,231.54   sFT  0.99987453   -2 46 50.6
 FB3524;UTM  17      - 3,892,055.652   243,265.596   MT  1.00041240   -1 37 21.8
 FB3524
 FB3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3524!SPC NC       -   0.99979258  x   0.99987453  =   0.99966714
 FB3524!UTM  17      -   0.99979258  x   1.00041240  =   1.00020490
 FB3524
 FB3524                          SUPERSEDED SURVEY CONTROL
 FB3524
 FB3524  NAD 83(1995)-  35 08 19.18297(N)    083 49 04.26941(W) AD(       ) 2
 FB3524  NAD 83(1986)-  35 08 19.18850(N)    083 49 04.27444(W) AD(       ) 2
 FB3524  NGVD 29 (09/18/91) 1350.0    (m)         4429.     (f) VERT ANG    3  
 FB3524
 FB3524.Superseded values are not recommended for survey control.
 FB3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3524.See file dsdata.txt to determine how the superseded data were derived.
 FB3524
 FB3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4326692056(NAD 83)
 FB3524_MARKER: DE = TRAVERSE STATION DISK
 FB3524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3524_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3524+STABILITY: SURFACE MOTION
 FB3524
 FB3524  HISTORY     - Date     Condition        Report By
 FB3524  HISTORY     - 1978     MONUMENTED       NCGS
 FB3524
 FB3524                          STATION DESCRIPTION
 FB3524
 FB3524'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3524'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTH OF ANDREWS AND
 FB3524'6.4 MILES NORTH OF HAYESVLLE ON BIG STAMP KNOB NEAR AN ABANDONED
 FB3524'LOOKOUT TOWER.
 FB3524'
 FB3524'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN HAYESVILLE, PROCEED
 FB3524'NORTHEAST ALONG MAIN STREET FOR 0.1 MILES TO SR 1307 (TUSQUITTE STREET
 FB3524'THENCE NORTH ALONG SR 1307 FOR 0.95 MILE TO SR 1300 ON LEFT, THENCE
 FB3524'NORTH AND WEST ALONG SR 1307 FOR 4.65 MILE TO SR 1344 ON RIGHT AT FIRE
 FB3524'CREEK, THENCE NORTH ALONG SR 1344 FOR 0.8 MILES TO END OF STATE
 FB3524'MAINTENANCE WHERE SR 1344 BECOMES FS 340. PROCEED NORTHEAST ALONG FS
 FB3524'340 FOR 7.3 MILES TO INTERSECTION WITH FS-442-C (LONG BRANCH ROAD) ON
 FB3524'LEFT, THENCE NORTHEAST ALONG FS 442-C FOR .95 MILE TO JEEP ROAD ON
 FB3524'LEFT, THENCE NORTHWEST ALONG JEEP ROAD FOR 4.3 MILES TO BIG STAMP KNOB
 FB3524'AND STATION WEST OF TOWER.
 FB3524'
 FB3524'STATION MARK IS A STANDARD DISK STAMPED---BIG STOMP 1978---SET IN TOP
 FB3524'OF A 10 INCH CONCRETE MONUMENT FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3524'13.5 FEET SOUTH OF CENTERLINE OF DIRT ROAD, 102.7 FEET WEST-SOUTHWEST
 FB3524'OF SOUTHWEST CORNER OF SOUTHWEST CONCRETE TOWER FOUNDATION, AND 49.7
 FB3524'FEET EAST-SOUTHEAST OF TOP OF 9 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3809 ***********************************************************************
 FB3809  DESIGNATION -  BIG TOM
 FB3809  PID         -  FB3809
 FB3809  STATE/COUNTY-  NC/MCDOWELL
 FB3809  USGS QUAD   -  OLD FORT (1994)
 FB3809
 FB3809                         *CURRENT SURVEY CONTROL
 FB3809  ___________________________________________________________________
 FB3809* NAD 83(2001)-  35 44 56.81051(N)    082 11 07.37919(W)     ADJUSTED  
 FB3809* NAVD 88     -      1140.2    (meters)    3741.     (feet)  VERTCON   
 FB3809  ___________________________________________________________________
 FB3809  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 FB3809  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB3809  HORZ ORDER  -  SECOND
 FB3809
 FB3809.The horizontal coordinates were established by classical geodetic methods
 FB3809.and adjusted by the National Geodetic Survey in August 2005.
 FB3809
 FB3809.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3809
 FB3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3809
 FB3809.The geoid height was determined by GEOID03.
 FB3809
 FB3809;                    North         East     Units Scale Factor Converg.
 FB3809;SPC NC       -   226,386.797   321,563.714   MT  0.99991017   -1 50 18.6
 FB3809;SPC NC       -   742,737.35  1,054,996.95   sFT  0.99991017   -1 50 18.6
 FB3809;UTM  17      - 3,956,769.894   392,824.427   MT  0.99974154   -0 41 33.4
 FB3809
 FB3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3809!SPC NC       -   0.99982585  x   0.99991017  =   0.99973604
 FB3809!UTM  17      -   0.99982585  x   0.99974154  =   0.99956744
 FB3809
 FB3809                          SUPERSEDED SURVEY CONTROL
 FB3809
 FB3809  NAD 83(1995)-  35 44 56.81051(N)    082 11 07.37913(W) AD(       ) 2
 FB3809  NAD 83(1986)-  35 44 56.81834(N)    082 11 07.37431(W) AD(       ) 2
 FB3809  NGVD 29 (02/22/93) 1140.2    (m)         3741.     (f) VERT ANG    3  
 FB3809
 FB3809.Superseded values are not recommended for survey control.
 FB3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3809.See file dsdata.txt to determine how the superseded data were derived.
 FB3809
 FB3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9282456770(NAD 83)
 FB3809_MARKER: DE = TRAVERSE STATION DISK
 FB3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3809_SP_SET: CONCRETE POST
 FB3809_STAMPING: BIG TOM 1982
 FB3809_MARK LOGO: NCGS  
 FB3809_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3809+STABILITY: SURFACE MOTION
 FB3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3809+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1993
 FB3809
 FB3809  HISTORY     - Date     Condition        Report By
 FB3809  HISTORY     - 1982     MONUMENTED       NCGS
 FB3809  HISTORY     - 19930720 GOOD             NCGS
 FB3809
 FB3809                          STATION DESCRIPTION
 FB3809
 FB3809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3809'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) WEST-NORTHWEST OF
 FB3809'MARION AND 21.2 KM (13.2 MI) SOUTH-SOUTHEAST OF BURNSVILLE.
 FB3809'ALONG THE BLUE RIDGE PARKWAY FOR 4.0 KM (2.5 MI) SOUTHWEST FROM THE
 FB3809'OVERPASS OF NC 80 (AT BUCK CREEK GAP), OR 0.9 KM (0.55 MI) SOUTHWEST
 FB3809'FROM MILE MARKER 346, ON THE LEFT.
 FB3809'THE STATION IS A STANDARD NCGS DISK STAMPED---BIG TOM 1982---, SET
 FB3809'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3809'GROUND.  LOCATED 8.8 METERS (29.0 FT) EAST-SOUTHEAST OF THE CENTERLINE
 FB3809'OF THE BLUE RIDGE PARKWAY--AND 6.6 METERS (21.7 FT) WEST-NORTHWEST OF
 FB3809'A 16-INCH HICKORY, 12.2 METERS (40.0 FT) SOUTHWEST OF AN 8-INCH
 FB3809'SCARLET OAK, AND 29.4 METERS (96.5 FT) NORTH-NORTHEAST OF A 14-INCH
 FB3809'POPLAR--ALL THREE WITH REFERENCE TAGS.
 FB3809
 FB3809                          STATION RECOVERY (1993)
 FB3809
 FB3809'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3809'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3378 ***********************************************************************
 GA3378  DESIGNATION -  BIG YELLOW
 GA3378  PID         -  GA3378
 GA3378  STATE/COUNTY-  NC/AVERY
 GA3378  USGS QUAD   -  CARVERS GAP (1994)
 GA3378
 GA3378                         *CURRENT SURVEY CONTROL
 GA3378  ___________________________________________________________________
 GA3378* NAD 83(2001)-  36 06 26.33406(N)    082 01 30.42513(W)     ADJUSTED  
 GA3378* NAVD 88     -      1659.9    (meters)    5446.     (feet)  VERTCON   
 GA3378  ___________________________________________________________________
 GA3378  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 GA3378  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 GA3378  HORZ ORDER  -  SECOND
 GA3378
 GA3378.The horizontal coordinates were established by classical geodetic methods
 GA3378.and adjusted by the National Geodetic Survey in August 2005.
 GA3378
 GA3378.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3378
 GA3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3378
 GA3378.The geoid height was determined by GEOID03.
 GA3378
 GA3378;                    North         East     Units Scale Factor Converg.
 GA3378;SPC NC       -   265,657.936   337,261.956   MT  0.99998398   -1 44 45.6
 GA3378;SPC NC       -   871,579.41  1,106,500.27   sFT  0.99998398   -1 44 45.6
 GA3378;UTM  17      - 3,996,337.809   407,732.364   MT  0.99970490   -0 36 14.9
 GA3378
 GA3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3378!SPC NC       -   0.99974435  x   0.99998398  =   0.99972833
 GA3378!UTM  17      -   0.99974435  x   0.99970490  =   0.99944932
 GA3378
 GA3378:                Primary Azimuth Mark                     Grid Az
 GA3378:SPC NC       -  NEWLAND MUNICIPAL TANK                   110 37 42.6
 GA3378:UTM  17      -  NEWLAND MUNICIPAL TANK                   109 29 11.9
 GA3378
 GA3378|---------------------------------------------------------------------|
 GA3378| PID    Reference Object                     Distance      Geod. Az  |
 GA3378|                                                           dddmmss.s |
 GA3378| GA3650 NEWLAND MUNICIPAL TANK                             1085257.0 |
 GA3378|---------------------------------------------------------------------|
 GA3378
 GA3378                          SUPERSEDED SURVEY CONTROL
 GA3378
 GA3378  NAD 83(1995)-  36 06 26.33088(N)    082 01 30.41753(W) AD(       ) 2
 GA3378  NAD 83(1993)-  36 06 26.33798(N)    082 01 30.42287(W) AD(       ) 2
 GA3378  NAD 83(1993)-  36 06 26.33780(N)    082 01 30.42286(W) AD(       ) 2
 GA3378  NAD 83(1986)-  36 06 26.33743(N)    082 01 30.42515(W) AD(       ) 2
 GA3378  NAD 27      -  36 06 25.88336(N)    082 01 31.00475(W) AD(       ) 2
 GA3378  NGVD 29 (07/19/86) 1660.0    (m)         5446.     (f) VERT ANG    3  
 GA3378
 GA3378.Superseded values are not recommended for survey control.
 GA3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3378.See file dsdata.txt to determine how the superseded data were derived.
 GA3378
 GA3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0773296338(NAD 83)
 GA3378_MARKER: DE = TRAVERSE STATION DISK
 GA3378_SETTING: 66 = SET IN ROCK OUTCROP
 GA3378_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GA3378_STAMPING: BIG YELLOW 1975
 GA3378_MARK LOGO: NCGS  
 GA3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3378+STABILITY: POSITION/ELEVATION WELL
 GA3378
 GA3378  HISTORY     - Date     Condition        Report By
 GA3378  HISTORY     - 1975     MONUMENTED       NCGS
 GA3378  HISTORY     - 1975     GOOD             NCGS
 GA3378  HISTORY     - 19810101 POOR             NCGS
 GA3378
 GA3378                          STATION DESCRIPTION
 GA3378
 GA3378'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 GA3378'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED ON BIG
 GA3378'YELLOW MOUNTAIN APPROXIMATELY 2.3 MILES WEST-NORTHWEST OF MINNEAPOLIS
 GA3378'AND 4.3 MILES SOUTHWEST OF ELK PARK, NORTH CAROLINA.
 GA3378'
 GA3378'TO REACH STATION FROM THE T INTERSECTION OF US 19E AND SR 1137 ONE
 GA3378'MILE SOUTH OF MINNEAPOLIS, PROCEED NORTHWESTERLY ALONG SR 1137
 GA3378'(BIRCHFIELD ROAD) FOR 1.65 MILES TO END OF STATE MAINTAINED ROAD AND
 GA3378'GATE AT ENTRANCE OF YELLOW MOUNTAIN RANCH, THENCE CONTINUE
 GA3378'NORTHWESTERLY ALONG PRIVATE ROAD FOR 0.5 MILE TO Y INTERSECTION,
 GA3378'THENCE TAKE RIGHT FORK NORTH, THENCE WESTERLY FOR 0.65 MILE AROUND
 GA3378'CHESTNUT OAK FLATS TO STEEL GATE ON RIDGE BETWEEN TWO COTTAGES, THENCE
 GA3378'BY FOOT CONTINUE WESTERLY APPROXIMATELY 10 MINUTE WALK TO SOUTH END OF
 GA3378'ROCKY SUMMIT OF BALD AND STATION IN NORTH END OF ROCK OUTCROP.
 GA3378'
 GA3378'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BIG YELLOW 1975---,
 GA3378'SET FLUSH IN DRILL HOLE IN ROCK.  MARK IS 42.0 FEET NORTHEAST OF THE
 GA3378'CENTERLINE OF JEEP TRAIL, 82.5 FEET SOUTH-SOUTHEAST OF 10 INCH THREE
 GA3378'PRONG OAK WITH ALUMINUM TAG, 70.0 FEET SOUTHWEST OF 24 INCH OAK WITH
 GA3378'ALUMINUM TAG AND 134.0 FEET WEST-NORTHWEST OF 18 INCH DEAD OAK WITH
 GA3378'ALUMINUM TAG.
 GA3378
 GA3378                          STATION RECOVERY (1975)
 GA3378
 GA3378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 GA3378'RECOVERED IN GOOD CONDITION.
 GA3378
 GA3378                          STATION RECOVERY (1981)
 GA3378
 GA3378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 GA3378'THE STATION WAS RECOVERED IN POOR CONDITION. THE DISK HAS BEEN
 GA3378'REMOVED, BUT THE STEM IS STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3728 ***********************************************************************
 EZ3728  DESIGNATION -  BIGAR
 EZ3728  PID         -  EZ3728
 EZ3728  STATE/COUNTY-  NC/MONTGOMERY
 EZ3728  USGS QUAD   -  BISCOE (1994)
 EZ3728
 EZ3728                         *CURRENT SURVEY CONTROL
 EZ3728  ___________________________________________________________________
 EZ3728* NAD 83(2001)-  35 19 42.92715(N)    079 45 51.52899(W)     ADJUSTED  
 EZ3728* NAVD 88     -       201.199  (meters)     660.10   (feet)  ADJUSTED  
 EZ3728  ___________________________________________________________________
 EZ3728  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EZ3728  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EZ3728  DYNAMIC HT  -         201.019 (meters)     659.51  (feet)  COMP
 EZ3728  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 EZ3728
 EZ3728  HORZ ORDER  -  SECOND
 EZ3728  VERT ORDER  -  SECOND    CLASS II
 EZ3728
 EZ3728.The horizontal coordinates were established by classical geodetic methods
 EZ3728.and adjusted by the National Geodetic Survey in August 2005.
 EZ3728
 EZ3728.The orthometric height was determined by differential leveling
 EZ3728.and adjusted in August 2000.
 EZ3728
 EZ3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3728
 EZ3728.The geoid height was determined by GEOID03.
 EZ3728
 EZ3728.The dynamic height is computed by dividing the NAVD 88
 EZ3728.geopotential number by the normal gravity value computed on the
 EZ3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3728.degrees latitude (g = 980.6199 gals.).
 EZ3728
 EZ3728.The modeled gravity was interpolated from observed gravity values.
 EZ3728
 EZ3728;                    North         East     Units Scale Factor Converg.
 EZ3728;SPC NC       -   175,380.623   540,117.980   MT  0.99987349   -0 26 28.1
 EZ3728;SPC NC       -   575,394.59  1,772,037.07   sFT  0.99987349   -0 26 28.1
 EZ3728;UTM  17      - 3,910,183.916   612,308.717   MT  0.99975544   +0 42 52.7
 EZ3728
 EZ3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3728!SPC NC       -   0.99997323  x   0.99987349  =   0.99984672
 EZ3728!UTM  17      -   0.99997323  x   0.99975544  =   0.99972868
 EZ3728
 EZ3728:                Primary Azimuth Mark                     Grid Az
 EZ3728:SPC NC       -  STRIDER                                  329 08 34.6
 EZ3728:UTM  17      -  STRIDER                                  327 59 13.8
 EZ3728
 EZ3728|---------------------------------------------------------------------|
 EZ3728| PID    Reference Object                     Distance      Geod. Az  |
 EZ3728|                                                           dddmmss.s |
 EZ3728| EZ3731 STRIDER                             APPROX. 0.8 KM 3284206.5 |
 EZ3728| EZ3719 BISCOE CENTRAL TEL MICROWAVE        APPROX. 3.5 KM 3380202.7 |
 EZ3728|---------------------------------------------------------------------|
 EZ3728
 EZ3728                          SUPERSEDED SURVEY CONTROL
 EZ3728
 EZ3728  NAD 83(1986)-  35 19 42.93202(N)    079 45 51.54064(W) AD(       ) 2
 EZ3728  NAD 27      -  35 19 42.42952(N)    079 45 52.39898(W) AD(       ) 2
 EZ3728  NGVD 29 (07/19/86)  201.5    (m)          661.     (f) VERT ANG    3  
 EZ3728
 EZ3728.Superseded values are not recommended for survey control.
 EZ3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3728.See file dsdata.txt to determine how the superseded data were derived.
 EZ3728
 EZ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1230910184(NAD 83)
 EZ3728_MARKER: DE = TRAVERSE STATION DISK
 EZ3728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3728_STAMPING: BIGAR 1972
 EZ3728_MARK LOGO: NCGS  
 EZ3728_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ3728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3728+STABILITY: SURFACE MOTION
 EZ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3728+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 EZ3728
 EZ3728  HISTORY     - Date     Condition        Report By
 EZ3728  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3728  HISTORY     - 19970416 GOOD             NCGS
 EZ3728
 EZ3728                          STATION DESCRIPTION
 EZ3728
 EZ3728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3728'BIGAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3728'VICINITY OF BISCOE, NORTH CAROLINA.
 EZ3728'
 EZ3728'BIGAR IS LOCATED APPROXIMATELY 2.5 MILES SSE OF BISCOE AND 2.5 MILES
 EZ3728'NNW OF CANDOR.  TO REACH STATION FROM THE INTERSECTION OF US 220,
 EZ3728'NC 24 AND NC 27 IN BISCOE, PROCEED SOUTH ALONG US 220 FOR 2.5 MILES
 EZ3728'TO STATION ON LEFT, 1.0 MILE NORTH OF INTERSECTION WITH SR 1560
 EZ3728'W-SR 1500 E ON HIGHWAY R/W, AND APPROXIMATELY 300 FEET NW OF BIG R
 EZ3728'TRUCK STOP.
 EZ3728'
 EZ3728'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BIGAR
 EZ3728'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3728'FLUSH WITH THE GROUND.
 EZ3728'
 EZ3728'MARK IS
 EZ3728'44.3 FEET ENE OF C/L OF US 220.
 EZ3728'19.1 FEET NE OF N END OF CULVERT UNDER ENTRANCE TO TRUCK STOP.
 EZ3728'67.7 FEET W OF PP NO. 3383 W/DUSK-DAWN LIGHT AND TRANSFORMER AND
 EZ3728'WITH ALUMINUM REF. TAG.
 EZ3728'47.6 FEET SSE OF TOP OF FIRE HYDRANT OF E SIDE OF US 220.
 EZ3728'53.2 FEET N OF S END OF CULVERT UNDER ENTRANCE TO TRUCK STOP.
 EZ3728
 EZ3728                          STATION RECOVERY (1997)
 EZ3728
 EZ3728'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EZ3728'RECOVERED AS DESCRIBED. BIG R TRUCK STOP IS NOW A AUTO REPAIR GARGE.
 EZ3728'LOCATED IS 45.2 FT (13.8 M) EAST-NORTHEAST OF CENTERLINE OF US 220,
 EZ3728'68.4 FT (20.8 M) WEST OF POWER POLE, AND 128.3 FT (39.1 M) NORTH OF
 EZ3728'FIBER OPTIC BURIED CABLE WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6538 ***********************************************************************
 EZ6538  DESIGNATION -  BIGBRANCH
 EZ6538  PID         -  EZ6538
 EZ6538  STATE/COUNTY-  NC/WAKE
 EZ6538  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6538
 EZ6538                         *CURRENT SURVEY CONTROL
 EZ6538  ___________________________________________________________________
 EZ6538* NAD 83(2001)-  35 49 44.01255(N)    078 37 38.08869(W)     ADJUSTED  
 EZ6538* NAVD 88     -        73.037  (meters)     239.62   (feet)  ADJUSTED  
 EZ6538  ___________________________________________________________________
 EZ6538  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 EZ6538  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EZ6538  DYNAMIC HT  -          72.975 (meters)     239.42  (feet)  COMP
 EZ6538  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 EZ6538
 EZ6538  HORZ ORDER  -  SECOND
 EZ6538  VERT ORDER  -  SECOND    CLASS II
 EZ6538
 EZ6538.The horizontal coordinates were established by classical geodetic methods
 EZ6538.and adjusted by the National Geodetic Survey in August 2005.
 EZ6538
 EZ6538.The orthometric height was determined by differential leveling
 EZ6538.and adjusted in September 1998.
 EZ6538
 EZ6538.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6538
 EZ6538.The geoid height was determined by GEOID03.
 EZ6538
 EZ6538.The dynamic height is computed by dividing the NAVD 88
 EZ6538.geopotential number by the normal gravity value computed on the
 EZ6538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6538.degrees latitude (g = 980.6199 gals.).
 EZ6538
 EZ6538.The modeled gravity was interpolated from observed gravity values.
 EZ6538
 EZ6538;                    North         East     Units Scale Factor Converg.
 EZ6538;SPC NC       -   230,679.428   643,279.804   MT  0.99992321   +0 12 54.5
 EZ6538;SPC NC       -   756,820.76  2,110,493.82   sFT  0.99992321   +0 12 54.5
 EZ6538;UTM  17      - 3,967,569.098   714,331.051   MT  1.00016609   +1 23 22.1
 EZ6538
 EZ6538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6538!SPC NC       -   0.99999369  x   0.99992321  =   0.99991690
 EZ6538!UTM  17      -   0.99999369  x   1.00016609  =   1.00015978
 EZ6538
 EZ6538                          SUPERSEDED SURVEY CONTROL
 EZ6538
 EZ6538  NAD 83(1986)-  35 49 44.01599(N)    078 37 38.09885(W) AD(       ) 2
 EZ6538  NGVD 29 (12/28/92)   73.32   (m)          240.6    (f) LEVELING    3  
 EZ6538
 EZ6538.Superseded values are not recommended for survey control.
 EZ6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6538.See file dsdata.txt to determine how the superseded data were derived.
 EZ6538
 EZ6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1433167569(NAD 83)
 EZ6538_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6538_STAMPING: BIGBRANCH 1984
 EZ6538_MARK LOGO: NCGS  
 EZ6538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6538+STABILITY: SURFACE MOTION
 EZ6538
 EZ6538  HISTORY     - Date     Condition        Report By
 EZ6538  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6538  HISTORY     - 19870101 GOOD             NCGS
 EZ6538
 EZ6538                          STATION DESCRIPTION
 EZ6538
 EZ6538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6538'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH OF THE CAPITOL
 EZ6538'SQUARE IN RALEIGH.
 EZ6538'
 EZ6538'ALONG THE CLIFF BENSON BELTLINE (US 1, 64, AND 70 BYPASS) FOR 0.7 KM
 EZ6538'(0.45 MI) NORTHWEST FROM THE OLD WAKE FOREST ROAD UNDERPASS, OR
 EZ6538'1.3 KM (0.8 MI) SOUTHEAST FROM THE SIX FORKS ROAD OVERPASS, ABOUT
 EZ6538'300 FT SOUTHEAST OF A HIGHWAY CULVERT (FOR BIG BRANCH), AND ON THE
 EZ6538'NORTHEAST SIDE OF THE HIGHWAY.
 EZ6538'
 EZ6538'THE STATION IS A STANDARD NCGS DISK STAMPED---BIGBRANCH 1984---,
 EZ6538'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6538'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 EZ6538'8.0 METERS (26.4 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT,
 EZ6538'32.1 METERS (105.3 FT) NORTHWEST OF A DROP INLET IN A SPILLWAY,
 EZ6538'51.2 METERS (168.0 FT) SOUTH-SOUTHEAST OF A HIGHWAY SIGN POST--AND
 EZ6538'10.1 METERS (33.1 FT) WEST-NORTHWEST OF A 6-INCH OAK,
 EZ6538'7.6 METERS (24.8 FT) SOUTHWEST OF A 12-INCH GUM--BOTH WITH
 EZ6538'REFERENCE TAGS.
 EZ6538'
 EZ6538'MARK IS LEVEL WITH HIGHWAY.
 EZ6538
 EZ6538                          STATION RECOVERY (1987)
 EZ6538
 EZ6538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6538'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2831 ***********************************************************************
 FX2831  DESIGNATION -  BIGELM
 FX2831  PID         -  FX2831
 FX2831  STATE/COUNTY-  NC/HALIFAX
 FX2831  USGS QUAD   -  HOBGOOD (1962)
 FX2831
 FX2831                         *CURRENT SURVEY CONTROL
 FX2831  ___________________________________________________________________
 FX2831* NAD 83(2001)-  36 02 36.60997(N)    077 24 49.03046(W)     ADJUSTED  
 FX2831* NAVD 88     -        26.724  (meters)      87.68   (feet)  ADJUSTED  
 FX2831  ___________________________________________________________________
 FX2831  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 FX2831  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 FX2831  DYNAMIC HT  -          26.702 (meters)      87.60  (feet)  COMP
 FX2831  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 FX2831
 FX2831  HORZ ORDER  -  SECOND
 FX2831  VERT ORDER  -  SECOND    CLASS II
 FX2831
 FX2831.The horizontal coordinates were established by classical geodetic methods
 FX2831.and adjusted by the National Geodetic Survey in August 2005.
 FX2831
 FX2831.The orthometric height was determined by differential leveling
 FX2831.and adjusted in June 1991.
 FX2831
 FX2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2831
 FX2831.The geoid height was determined by GEOID03.
 FX2831
 FX2831.The dynamic height is computed by dividing the NAVD 88
 FX2831.geopotential number by the normal gravity value computed on the
 FX2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2831.degrees latitude (g = 980.6199 gals.).
 FX2831
 FX2831.The modeled gravity was interpolated from observed gravity values.
 FX2831
 FX2831;                    North         East     Units Scale Factor Converg.
 FX2831;SPC NC       -   255,569.759   752,545.866   MT  0.99996795   +0 54 56.2
 FX2831;SPC NC       -   838,481.78  2,468,977.56   sFT  0.99996795   +0 54 56.2
 FX2831;UTM  18      - 3,991,469.228   282,565.790   MT  1.00018258   -1 25 14.6
 FX2831
 FX2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2831!SPC NC       -   1.00000133  x   0.99996795  =   0.99996928
 FX2831!UTM  18      -   1.00000133  x   1.00018258  =   1.00018391
 FX2831
 FX2831                          SUPERSEDED SURVEY CONTROL
 FX2831
 FX2831  NAD 83(1993)-  36 02 36.61843(N)    077 24 49.04057(W) AD(       ) 2
 FX2831  NAD 83(1986)-  36 02 36.61913(N)    077 24 49.04063(W) AD(       ) 2
 FX2831  NGVD 29 (01/18/91)   27.06   (m)           88.8    (f) LEVELING    3  
 FX2831
 FX2831.Superseded values are not recommended for survey control.
 FX2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2831.See file dsdata.txt to determine how the superseded data were derived.
 FX2831
 FX2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8256691469(NAD 83)
 FX2831_MARKER: DE = TRAVERSE STATION DISK
 FX2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2831_SP_SET: CONCRETE POST
 FX2831_STAMPING: BIGELM 1980
 FX2831_MARK LOGO: NCGS  
 FX2831_PROJECTION: FLUSH
 FX2831_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2831+STABILITY: SURFACE MOTION
 FX2831
 FX2831  HISTORY     - Date     Condition        Report By
 FX2831  HISTORY     - 1980     MONUMENTED       NCGS
 FX2831  HISTORY     - 1981     GOOD             NCGS
 FX2831  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 FX2831
 FX2831                          STATION DESCRIPTION
 FX2831
 FX2831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2831'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF HOBGOOD
 FX2831'AND 6.1 MILES SOUTH OF SCOTLAND NECK.
 FX2831'
 FX2831'TO REACH THE STATION FROM THE US POST OFFICE IN HOBGOOD, PROCEED
 FX2831'NORTHWESTERLY ALONG NC 125 FOR 1.25 MILES TO AN ABANDONED FARM HOUSE
 FX2831'AND STATION UNDER A 48 INCH ELM, AND 0.4 MILE SOUTH OF SR 1812.
 FX2831'
 FX2831'STATION MARK IS A STANDARD DISK STAMPED---BIGELM 1980---, SET IN TOP
 FX2831'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX2831'94.8 FEET WEST OF CENTERLINE OF HIGHWAY, 33.0 FEET EAST OF NORTHEAST
 FX2831'CORNER OF CHIMNEY, 73.4 FEET NORTHWEST OF SOUTH END OF CULVERT UNDER
 FX2831'DRIVEWAY, 126.0 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE WITH REFERENCE
 FX2831'TAG AND 12.2 FEET EAST-NORTHEAST OF 48 INCH ELM WITH REFERENCE TAG.
 FX2831
 FX2831                          STATION RECOVERY (1981)
 FX2831
 FX2831'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2831'1.4 MI NW FROM HOBGOOD.
 FX2831'FROM THE US POST OFFICE IN HOBGOOD, 1.25 MILES NORTHWESTERLY ALONG
 FX2831'NC 125 TO AN ABANDON FARM HOUSE AND STATION UNDER A 48 INCH ELM,
 FX2831'AND 0.4 MILE SOUTH OF SR 1812, 94.8 FEET WEST OF CENTERLINE OF
 FX2831'HIGHWAY, 33.0 FEET EAST OF NORTHEAST CORNER OF CHIMNEY, 73.4 FEET
 FX2831'NORTHWEST OF SOUTH END OF CULVERT UNDER DRIVEWAY, 126.0 FEET SOUTH
 FX2831'SOUTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 12.2 FEET
 FX2831'EAST-NORTHEAST OF 48 INCH ELM WITH REFERENCE TAG.
 FX2831
 FX2831                          STATION RECOVERY (2006)
 FX2831
 FX2831'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEP)
 FX2831'ABANDON FARM HOUSE NO LONGER EXIST ELM TREE GONE. LAND IS OPEN FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2317 ***********************************************************************
 FY2317  DESIGNATION -  BIGELOW
 FY2317  PID         -  FY2317
 FY2317  STATE/COUNTY-  NC/CASWELL
 FY2317  USGS QUAD   -  YANCEYVILLE (1994)
 FY2317
 FY2317                         *CURRENT SURVEY CONTROL
 FY2317  ___________________________________________________________________
 FY2317* NAD 83(2001)-  36 26 48.63652(N)    079 21 56.27731(W)     ADJUSTED  
 FY2317* NAVD 88     -       167.198  (meters)     548.55   (feet)  ADJUSTED  
 FY2317  ___________________________________________________________________
 FY2317  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 FY2317  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 FY2317  DYNAMIC HT  -         167.061 (meters)     548.10  (feet)  COMP
 FY2317  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 FY2317
 FY2317  HORZ ORDER  -  SECOND
 FY2317  VERT ORDER  -  FIRST     CLASS II
 FY2317
 FY2317.The horizontal coordinates were established by classical geodetic methods
 FY2317.and adjusted by the National Geodetic Survey in August 2005.
 FY2317
 FY2317.The orthometric height was determined by differential leveling
 FY2317.and adjusted in June 1991.
 FY2317
 FY2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2317
 FY2317.The geoid height was determined by GEOID03.
 FY2317
 FY2317.The dynamic height is computed by dividing the NAVD 88
 FY2317.geopotential number by the normal gravity value computed on the
 FY2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2317.degrees latitude (g = 980.6199 gals.).
 FY2317
 FY2317.The modeled gravity was interpolated from observed gravity values.
 FY2317
 FY2317;                    North         East     Units Scale Factor Converg.
 FY2317;SPC NC       -   299,245.183   576,818.533   MT  1.00009026   -0 12 39.7
 FY2317;SPC NC       -   981,773.57  1,892,445.47   sFT  1.00009026   -0 12 39.7
 FY2317;UTM  17      - 4,034,753.039   646,472.084   MT  0.99986433   +0 58 16.0
 FY2317
 FY2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2317!SPC NC       -   0.99997870  x   1.00009026  =   1.00006896
 FY2317!UTM  17      -   0.99997870  x   0.99986433  =   0.99984304
 FY2317
 FY2317                          SUPERSEDED SURVEY CONTROL
 FY2317
 FY2317  NAD 83(1993)-  36 26 48.63698(N)    079 21 56.27919(W) AD(       ) 2
 FY2317  NAD 83(1986)-  36 26 48.64084(N)    079 21 56.28387(W) AD(       ) 2
 FY2317  NGVD 29 (03/05/92)  167.423  (m)          549.29   (f) ADJUSTED    1 2
 FY2317
 FY2317.Superseded values are not recommended for survey control.
 FY2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2317.See file dsdata.txt to determine how the superseded data were derived.
 FY2317
 FY2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4647234753(NAD 83)
 FY2317_MARKER: DE = TRAVERSE STATION DISK
 FY2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2317_SP_SET: CONCRETE POST
 FY2317_STAMPING: BIGELOW 1982
 FY2317_MARK LOGO: NCGS  
 FY2317_PROJECTION: RECESSED 3 CENTIMETERS
 FY2317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2317+STABILITY: SURFACE MOTION
 FY2317
 FY2317  HISTORY     - Date     Condition        Report By
 FY2317  HISTORY     - 1982     MONUMENTED       NCGS
 FY2317  HISTORY     - 1982     GOOD             NCGS
 FY2317
 FY2317                          STATION DESCRIPTION
 FY2317
 FY2317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2317'3.4 MI NW FROM YANCEYVILLE.
 FY2317'ALONG NC 86, 2.1 MILES NORTH OF THE INTERSECTION WITH US 158 AT
 FY2317'NORTHWEST EDGE OF YANCEYVILLE, OR 0.55 MILE NORTH OF THE
 FY2317'INTERSECTION WITH SR 1367, AT A FIELD ROAD, 23.8 FEET EAST-NORTHEAST
 FY2317'OF CENTERLINE OF HIGHWAY, 24.0 FEET SOUTH OF CENTERLINE OF FIELD
 FY2317'ROAD, 32.2 FEET NORTH OF NORTHERMOST GUARD RAIL POST, AND 45.9
 FY2317'FEET SOUTHWEST OF CORNER FENCE POST WITH REFERENCE TAG.
 FY2317'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1717 ***********************************************************************
 FA1717  DESIGNATION -  BIGGERSTAFF
 FA1717  PID         -  FA1717
 FA1717  STATE/COUNTY-  NC/DAVIDSON
 FA1717  USGS QUAD   -  MIDWAY (1994)
 FA1717
 FA1717                         *CURRENT SURVEY CONTROL
 FA1717  ___________________________________________________________________
 FA1717* NAD 83(2001)-  35 58 40.16098(N)    080 14 16.73574(W)     ADJUSTED  
 FA1717* NAVD 88     -       271.5    (meters)     891.     (feet)  VERTCON   
 FA1717  ___________________________________________________________________
 FA1717  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 FA1717  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 FA1717  HORZ ORDER  -  SECOND
 FA1717
 FA1717.The horizontal coordinates were established by classical geodetic methods
 FA1717.and adjusted by the National Geodetic Survey in August 2005.
 FA1717
 FA1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1717
 FA1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1717
 FA1717.The geoid height was determined by GEOID03.
 FA1717
 FA1717;                    North         East     Units Scale Factor Converg.
 FA1717;SPC NC       -   247,836.191   497,957.108   MT  0.99995276   -0 42 52.3
 FA1717;SPC NC       -   813,109.24  1,633,714.28   sFT  0.99995276   -0 42 52.3
 FA1717;UTM  17      - 3,981,757.036   568,698.714   MT  0.99965815   +0 26 51.7
 FA1717
 FA1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1717!SPC NC       -   0.99996243  x   0.99995276  =   0.99991520
 FA1717!UTM  17      -   0.99996243  x   0.99965815  =   0.99962060
 FA1717
 FA1717:                Primary Azimuth Mark                     Grid Az
 FA1717:SPC NC       -  WAGONER                                  164 31 52.7
 FA1717:UTM  17      -  WAGONER                                  163 22 08.7
 FA1717
 FA1717|---------------------------------------------------------------------|
 FA1717| PID    Reference Object                     Distance      Geod. Az  |
 FA1717|                                                           dddmmss.s |
 FA1717| FA1715 WAGONER                             APPROX. 0.6 KM 1634900.4 |
 FA1717| FA1721 PAYNE                               APPROX. 1.2 KM 3163257.2 |
 FA1717|---------------------------------------------------------------------|
 FA1717
 FA1717                          SUPERSEDED SURVEY CONTROL
 FA1717
 FA1717  NAD 83(1986)-  35 58 40.16584(N)    080 14 16.74206(W) AD(       ) 2
 FA1717  NAD 27      -  35 58 39.67041(N)    080 14 17.56565(W) AD(       ) 2
 FA1717  NGVD 29 (07/19/86)  271.7    (m)          891.     (f) VERT ANG    3  
 FA1717
 FA1717.Superseded values are not recommended for survey control.
 FA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1717.See file dsdata.txt to determine how the superseded data were derived.
 FA1717
 FA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6869981757(NAD 83)
 FA1717_MARKER: DE = TRAVERSE STATION DISK
 FA1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1717_STAMPING: BIGGERSTAFF 1970
 FA1717_MARK LOGO: NCGS  
 FA1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1717+STABILITY: SURFACE MOTION
 FA1717
 FA1717  HISTORY     - Date     Condition        Report By
 FA1717  HISTORY     - 1970     MONUMENTED       NCGS
 FA1717
 FA1717                          STATION DESCRIPTION
 FA1717
 FA1717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA1717'BIGGERSTAFF IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1717'IN THE VICINITY OF ELLER, NORTH CAROLINA.
 FA1717'
 FA1717'BIGGERSTAFF IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF ELLER AND
 FA1717'2.4 MILES WSW OF GUMTREE.  TO REACH STATION PROCEED FROM THE
 FA1717'INTERSECTION OF NC 150 AND SR 1508 (HICKORY TREE RD.), NEAR THE
 FA1717'FORSYTH - DAVIDSON COUNTY LINE, GO EAST ON SR 1508 FOR 1.4 MILES
 FA1717'TO THE INTERSECTION OF SR 1508 AND 1510 (PAYNE RD.), CONTINUE EAST
 FA1717'ON SR 1508 FOR 0.85 MILE TO STATION ON THE LEFT, ON WEST SIDE OF A
 FA1717'PAVED DRIVEWAY LEADING TO AN ARTIFICIAL BRICK HOUSE, AND 0.4 MILE
 FA1717'WEST OF INTERSECTION OF SR 1508 AND SR 1511.
 FA1717'
 FA1717'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1717'BIGGERSTAFF 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1717'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1717'
 FA1717'MARK IS
 FA1717'29.2 FEET ENE OF C/L OF SR 1508 (HICKORY TREE RD.).
 FA1717'21.7 FEET NNW OF C/L OF DRIVEWAY.
 FA1717'14.5 FEET E OF TOP OF FIRE HYDRANT.
 FA1717'62.2 FEET NW OF ALUMINUM REF. TAG ON PP.
 FA1717'7.4 FEET W OF ALUMINUM REF. TAG ON PP NO. 19.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3810 ***********************************************************************
 FB3810  DESIGNATION -  BIGGERSTAFF
 FB3810  PID         -  FB3810
 FB3810  STATE/COUNTY-  NC/MITCHELL
 FB3810  USGS QUAD   -  SPRUCE PINE (1994)
 FB3810
 FB3810                         *CURRENT SURVEY CONTROL
 FB3810  ___________________________________________________________________
 FB3810* NAD 83(2001)-  35 55 27.07802(N)    082 02 25.44289(W)     ADJUSTED  
 FB3810* NAVD 88     -       855.2    (meters)    2806.     (feet)  VERTCON   
 FB3810  ___________________________________________________________________
 FB3810  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 FB3810  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FB3810  HORZ ORDER  -  SECOND
 FB3810
 FB3810.The horizontal coordinates were established by classical geodetic methods
 FB3810.and adjusted by the National Geodetic Survey in August 2005.
 FB3810
 FB3810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3810
 FB3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3810
 FB3810.The geoid height was determined by GEOID03.
 FB3810
 FB3810;                    North         East     Units Scale Factor Converg.
 FB3810;SPC NC       -   245,390.667   335,264.326   MT  0.99994134   -1 45 17.4
 FB3810;SPC NC       -   805,085.88  1,099,946.38   sFT  0.99994134   -1 45 17.4
 FB3810;UTM  17      - 3,976,039.901   406,139.863   MT  0.99970855   -0 36 37.7
 FB3810
 FB3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3810!SPC NC       -   0.99987065  x   0.99994134  =   0.99981200
 FB3810!UTM  17      -   0.99987065  x   0.99970855  =   0.99957924
 FB3810
 FB3810                          SUPERSEDED SURVEY CONTROL
 FB3810
 FB3810  NAD 83(1995)-  35 55 27.07857(N)    082 02 25.44202(W) AD(       ) 2
 FB3810  NAD 83(1986)-  35 55 27.08610(N)    082 02 25.44654(W) AD(       ) 2
 FB3810  NGVD 29 (02/22/93)  855.2    (m)         2806.     (f) VERT ANG    3  
 FB3810
 FB3810.Superseded values are not recommended for survey control.
 FB3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3810.See file dsdata.txt to determine how the superseded data were derived.
 FB3810
 FB3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0614076040(NAD 83)
 FB3810_MARKER: DE = TRAVERSE STATION DISK
 FB3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3810_SP_SET: CONCRETE POST
 FB3810_STAMPING: BIGGERSTAFF 1981
 FB3810_MARK LOGO: NCGS  
 FB3810_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3810+STABILITY: SURFACE MOTION
 FB3810
 FB3810  HISTORY     - Date     Condition        Report By
 FB3810  HISTORY     - 1981     MONUMENTED       NCGS
 FB3810
 FB3810                          STATION DESCRIPTION
 FB3810
 FB3810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3810'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) EAST-NORTHEAST OF SPRUCE
 FB3810'PINE.
 FB3810'TO REACH THE STATION FROM THE US 19 EAST BRIDGE OVER THE NORTH TOE
 FB3810'RIVER (AT SPRUCE PINE), PROCEED EAST-NORTHEAST ALONG US 19 EAST FOR
 FB3810'3.1 KM (1.95 MI) TO THE STATION ON THE LEFT AT THE EDGE OF THE
 FB3810'PAVEMENT NEAR THE INTERSECTION WITH SR 1142.
 FB3810'THE STATION IS A STANDARD NCGS DISK STAMPED---BIGGERSTAFF 1981---, SET
 FB3810'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8
 FB3810'CM BELOW GROUND.  LOCATED 5.1 METERS (16.6 FT) NORTH OF THE CENTERLINE
 FB3810'OF US 19 EAST, 27.0 METERS (88.6 FT) WEST OF THE INTERSECTION OF US 19
 FB3810'EAST AND SR 1142, 30.4 METERS (99.6 FT) WEST-SOUTHWEST OF A FIRE
 FB3810'HYDRANT, AND 17.1 METERS (56.0 SLOPE FT) SOUTH OF A TELEPHONE POLE
 FB3810'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4886 ***********************************************************************
 FA4886  DESIGNATION -  BIGGS
 FA4886  PID         -  FA4886
 FA4886  STATE/COUNTY-  NC/CLEVELAND
 FA4886  USGS QUAD   -  BLACKSBURG NORTH (1971)
 FA4886
 FA4886                         *CURRENT SURVEY CONTROL
 FA4886  ___________________________________________________________________
 FA4886* NAD 83(2001)-  35 13 13.78354(N)    081 33 55.25865(W)     ADJUSTED  
 FA4886* NAVD 88     -       236.8    (meters)     777.     (feet)  VERTCON   
 FA4886  ___________________________________________________________________
 FA4886  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FA4886  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FA4886  HORZ ORDER  -  SECOND
 FA4886
 FA4886.The horizontal coordinates were established by classical geodetic methods
 FA4886.and adjusted by the National Geodetic Survey in August 2005.
 FA4886
 FA4886.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4886
 FA4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4886
 FA4886.The geoid height was determined by GEOID03.
 FA4886
 FA4886;                    North         East     Units Scale Factor Converg.
 FA4886;SPC NC       -   166,139.183   376,100.809   MT  0.99987274   -1 28 50.3
 FA4886;SPC NC       -   545,074.97  1,233,924.07   sFT  0.99987274   -1 28 50.3
 FA4886;SPC SC       -   375,802.497   558,121.079   MT  1.00016072   -0 18 48.3
 FA4886;SPC SC       - 1,232,947.82  1,831,105.90   iFT  1.00016072   -0 18 48.3
 FA4886;UTM  17      - 3,897,642.011   448,549.401   MT  0.99963262   -0 19 33.8
 FA4886
 FA4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4886!SPC NC       -   0.99996782  x   0.99987274  =   0.99984057
 FA4886!SPC SC       -   0.99996782  x   1.00016072  =   1.00012854
 FA4886!UTM  17      -   0.99996782  x   0.99963262  =   0.99960045
 FA4886
 FA4886                          SUPERSEDED SURVEY CONTROL
 FA4886
 FA4886  NAD 83(1986)-  35 13 13.79602(N)    081 33 55.25925(W) AD(       ) 2
 FA4886  NGVD 29 (09/01/92)  237.0    (m)          778.     (f) VERT ANG    3  
 FA4886
 FA4886.Superseded values are not recommended for survey control.
 FA4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4886.See file dsdata.txt to determine how the superseded data were derived.
 FA4886
 FA4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU4854997642(NAD 83)
 FA4886_MARKER: DE = TRAVERSE STATION DISK
 FA4886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4886_SP_SET: CONCRETE POST
 FA4886_STAMPING: BIGGS 1985
 FA4886_MARK LOGO: NCGS  
 FA4886_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4886+STABILITY: SURFACE MOTION
 FA4886
 FA4886  HISTORY     - Date     Condition        Report By
 FA4886  HISTORY     - 1985     MONUMENTED       NCGS
 FA4886  HISTORY     - 1987     GOOD             USPSQD
 FA4886  HISTORY     - 1989     GOOD             USPSQD
 FA4886  HISTORY     - 19941228 GOOD             USPSQD
 FA4886
 FA4886                          STATION DESCRIPTION
 FA4886
 FA4886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4886'STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTH-SOUTHWEST OF SHELBY AND
 FA4886'4.7 KM (2.9 MI) WEST-SOUTHWEST OF PATTERSON SPRINGS.
 FA4886'ALONG NC 18 FOR 4.1 KM (2.5 MI) SOUTH FROM NC 150 (IN SOUTH SHELBY),
 FA4886'AT BIGGS AUTO SALES, OR 0.25 KM (0.16 MI) SOUTH FROM SR 2522.
 FA4886'MARK IS RECESSED 4 INCHES BELOW GROUND AND IS 3 FEET HIGHER THAN THE
 FA4886'HIGHWAY.  LOCATED 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF NC 18,
 FA4886'3.8 M (12.5 FT) NORTH OF THE CENTERLINE OF A PAVED DRIVEWAY, 24.2 M
 FA4886'(79.4 FT) SOUTH OF THE CENTERLINE OF A CONCRETE DRIVE, 1.2 M
 FA4886'(3.9 FT) WEST OF THE WEST END OF A BRICK COLUMN, AND 4.5 M (14.8 FT)
 FA4886'EAST-SOUTHEAST OF A POWER POLE WITH A NIGHT LIGHT AND A REFERENCE TAG.
 FA4886
 FA4886                          STATION RECOVERY (1987)
 FA4886
 FA4886'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4886'RECOVERED IN GOOD CONDITION.
 FA4886
 FA4886                          STATION RECOVERY (1989)
 FA4886
 FA4886'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 FA4886'RECOVERED IN GOOD CONDITION.
 FA4886
 FA4886                          STATION RECOVERY (1994)
 FA4886
 FA4886'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8905 ***********************************************************************
 AF8905  DESIGNATION -  BIGGS
 AF8905  PID         -  AF8905
 AF8905  STATE/COUNTY-  NC/WASHINGTON
 AF8905  USGS QUAD   -  PLYMOUTH WEST (1987)
 AF8905
 AF8905                         *CURRENT SURVEY CONTROL
 AF8905  ___________________________________________________________________
 AF8905* NAD 83(2001)-  35 50 16.52122(N)    076 45 41.90070(W)     ADJUSTED  
 AF8905* NAVD 88     -         9.35   (meters)      30.7    (feet)  LEVELING  
 AF8905  ___________________________________________________________________
 AF8905  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AF8905  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 AF8905  HORZ ORDER  -  SECOND
 AF8905  VERT ORDER  -  THIRD ?
 AF8905
 AF8905.The horizontal coordinates were established by classical geodetic methods
 AF8905.and adjusted by the National Geodetic Survey in August 2005.
 AF8905
 AF8905.The orthometric height was determined by differential leveling.
 AF8905.The vertical network tie was performed by a horz. field party for horz.
 AF8905.obs reductions. Reset procedures were used to establish the elevation.
 AF8905
 AF8905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8905
 AF8905.The geoid height was determined by GEOID03.
 AF8905
 AF8905;                    North         East     Units Scale Factor Converg.
 AF8905;SPC NC       -   233,897.777   811,799.908   MT  0.99992481   +1 17 30.9
 AF8905;SPC NC       -   767,379.62  2,663,380.20   sFT  0.99992481   +1 17 30.9
 AF8905;UTM  18      - 3,967,404.291   340,895.463   MT  0.99991194   -1 01 53.9
 AF8905
 AF8905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8905!SPC NC       -   1.00000428  x   0.99992481  =   0.99992909
 AF8905!UTM  18      -   1.00000428  x   0.99991194  =   0.99991622
 AF8905
 AF8905                          SUPERSEDED SURVEY CONTROL
 AF8905
 AF8905  NAD 83(1986)-  35 50 16.53294(N)    076 45 41.91032(W) AD(       ) 2
 AF8905
 AF8905.Superseded values are not recommended for survey control.
 AF8905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8905.See file dsdata.txt to determine how the superseded data were derived.
 AF8905
 AF8905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4089567404(NAD 83)
 AF8905_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8905_STAMPING: BIGGS 1989
 AF8905_MARK LOGO: NCGS  
 AF8905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8905+STABILITY: SURFACE MOTION
 AF8905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8905+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AF8905
 AF8905  HISTORY     - Date     Condition        Report By
 AF8905  HISTORY     - 1989     MONUMENTED       NCGS
 AF8905
 AF8905                          STATION DESCRIPTION
 AF8905
 AF8905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AF8905'STATION IS LOCATED ABOUT 2.68 KM (1.65 MI) SOUTH-SOUTHWEST OF
 AF8905'PLYMOUTH.$ALONG US 64 FOR 0.55 KM (0.35 MI) NORTHEAST FROM NC 149 AND
 AF8905'SR 1100 (LONG RIDGE ROAD), OR 3.40 KM (2.10 MI) SOUTHWEST OF NC 32, IN
 AF8905'SHOULDER.$MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 5 INCHES
 AF8905'BELOW GROUND. LOCATED 5.50 M (18.04 FT) SOUTHEAST OF THE CENTERLINE OF
 AF8905'THE EAST BOUND LANE OF US 64, 1.10 M (3.61 FT) SOUTHEAST OF THE
 AF8905'BACKSIDE OF A CONCRETE CURB, 5.90 M (19.36 FT) NORTH-NORTHEAST OF THE
 AF8905'SOUTH END OF A CULVERT UNDER US 64, 13.78 M (45.21 FT) NORTH OF THE
 AF8905'NORTHEAST CORNER OF A WOOD FRAME HOUSE, AND 41.10 M (134.84 FT)
 AF8905'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6438 ***********************************************************************
 EZ6438  DESIGNATION -  BIGHOUSE
 EZ6438  PID         -  EZ6438
 EZ6438  STATE/COUNTY-  NC/WAKE
 EZ6438  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6438
 EZ6438                         *CURRENT SURVEY CONTROL
 EZ6438  ___________________________________________________________________
 EZ6438* NAD 83(2001)-  35 46 29.70544(N)    078 39 23.77702(W)     ADJUSTED  
 EZ6438* NAVD 88     -        87.689  (meters)     287.69   (feet)  ADJUSTED  
 EZ6438  ___________________________________________________________________
 EZ6438  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 EZ6438  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 EZ6438  DYNAMIC HT  -          87.614 (meters)     287.45  (feet)  COMP
 EZ6438  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 EZ6438
 EZ6438  HORZ ORDER  -  SECOND
 EZ6438  VERT ORDER  -  SECOND    CLASS I
 EZ6438
 EZ6438.The horizontal coordinates were established by classical geodetic methods
 EZ6438.and adjusted by the National Geodetic Survey in August 2005.
 EZ6438
 EZ6438.The orthometric height was determined by differential leveling
 EZ6438.and adjusted in December 1991.
 EZ6438
 EZ6438.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6438
 EZ6438.The geoid height was determined by GEOID03.
 EZ6438
 EZ6438.The dynamic height is computed by dividing the NAVD 88
 EZ6438.geopotential number by the normal gravity value computed on the
 EZ6438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6438.degrees latitude (g = 980.6199 gals.).
 EZ6438
 EZ6438.The modeled gravity was interpolated from observed gravity values.
 EZ6438
 EZ6438;                    North         East     Units Scale Factor Converg.
 EZ6438;SPC NC       -   224,681.659   640,648.020   MT  0.99991418   +0 11 53.5
 EZ6438;SPC NC       -   737,143.08  2,101,859.38   sFT  0.99991418   +0 11 53.5
 EZ6438;UTM  17      - 3,961,517.239   711,822.026   MT  1.00015292   +1 22 13.7
 EZ6438
 EZ6438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6438!SPC NC       -   0.99999139  x   0.99991418  =   0.99990557
 EZ6438!UTM  17      -   0.99999139  x   1.00015292  =   1.00014431
 EZ6438
 EZ6438                          SUPERSEDED SURVEY CONTROL
 EZ6438
 EZ6438  NAD 83(1986)-  35 46 29.70827(N)    078 39 23.78751(W) AD(       ) 2
 EZ6438  NAVD 88 (03/04/92)   87.69   (m)          287.7    (f) LEVELING    3  
 EZ6438
 EZ6438.Superseded values are not recommended for survey control.
 EZ6438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6438.See file dsdata.txt to determine how the superseded data were derived.
 EZ6438
 EZ6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1182261517(NAD 83)
 EZ6438_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6438_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 EZ6438_SP_SET: ROCK
 EZ6438_STAMPING: BIGHOUSE 1988
 EZ6438_MARK LOGO: NCGS  
 EZ6438_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ6438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6438+SATELLITE: SATELLITE OBSERVATIONS - 1988
 EZ6438
 EZ6438  HISTORY     - Date     Condition        Report By
 EZ6438  HISTORY     - 1988     MONUMENTED       NCGS
 EZ6438
 EZ6438                          STATION DESCRIPTION
 EZ6438
 EZ6438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6438'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6438'ALONG WESTERN BOULEVARD FOR 4.2 KM (2.6 MI) SOUTHEAST FROM THE
 EZ6438'RALEIGH BELTLINE-US 1-, TO THE ENTRANCE OF CENTRAL PRISON, AND ACROSS
 EZ6438'ROAD FROM HUNT DRIVE.
 EZ6438'STATION IS A STANDARD NCGS DISK STAMPED---BIGHOUSE 1988---, SET IN A
 EZ6438'DRILL HOLE IN LARGE EXPOSED ROCK, 1 FOOT ABOVE HIGHWAY.  LOCATED 9.9
 EZ6438'M (32.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES,
 EZ6438'54.2 M (177.8 FT) EAST-SOUTHEAST OF EAST END OF HEADWALL--AND 14.3 M
 EZ6438'(46.9 FT) WEST-NORTHWEST OF TELEPHONE PEDESTAL AT POWER POLE, 15.8 M
 EZ6438'(51.8 FT) SOUTH OF 24-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3183 ***********************************************************************
 EY3183  DESIGNATION -  BIGHT
 EY3183  PID         -  EY3183
 EY3183  STATE/COUNTY-  NC/TYRRELL
 EY3183  USGS QUAD   -  FORT LANDING (1974)
 EY3183
 EY3183                         *CURRENT SURVEY CONTROL
 EY3183  ___________________________________________________________________
 EY3183* NAD 83(2001)-  35 57 20.11454(N)    076 03 01.82162(W)     ADJUSTED  
 EY3183* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3183  ___________________________________________________________________
 EY3183  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 EY3183  GEOID HEIGHT-         -38.59  (meters)                     GEOID03
 EY3183  HORZ ORDER  -  THIRD
 EY3183
 EY3183.The horizontal coordinates were established by classical geodetic methods
 EY3183.and adjusted by the National Geodetic Survey in August 2005.
 EY3183
 EY3183.The orthometric height was scaled from a topographic map.
 EY3183
 EY3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3183
 EY3183.The geoid height was determined by GEOID03.
 EY3183
 EY3183;                    North         East     Units Scale Factor Converg.
 EY3183;SPC NC       -   248,625.437   875,634.504   MT  0.99994792   +1 42 08.5
 EY3183;SPC NC       -   815,698.62  2,872,810.87   sFT  0.99994792   +1 42 08.5
 EY3183;UTM  18      - 3,979,532.423   405,265.670   MT  0.99971058   -0 37 00.7
 EY3183
 EY3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3183!SPC NC       -   1.00000595  x   0.99994792  =   0.99995387
 EY3183!UTM  18      -   1.00000595  x   0.99971058  =   0.99971653
 EY3183
 EY3183|---------------------------------------------------------------------|
 EY3183| PID    Reference Object                     Distance      Geod. Az  |
 EY3183|                                                           dddmmss.s |
 EY3183| EY4793 BIGHT RM 2                           18.370 METERS 06606     |
 EY3183| EY3189 GREAT                               APPROX. 1.3 KM 1710717.2 |
 EY3183| EY4792 BIGHT RM 1                           14.800 METERS 34624     |
 EY3183|---------------------------------------------------------------------|
 EY3183
 EY3183                          SUPERSEDED SURVEY CONTROL
 EY3183
 EY3183  NAD 83(1986)-  35 57 20.12913(N)    076 03 01.83332(W) AD(       ) 3
 EY3183  NAD 27      -  35 57 19.56500(N)    076 03 03.12200(W) AD(       ) 3
 EY3183
 EY3183.Superseded values are not recommended for survey control.
 EY3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3183.See file dsdata.txt to determine how the superseded data were derived.
 EY3183
 EY3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0526679532(NAD 83)
 EY3183_MARKER: DS = TRIANGULATION STATION DISK
 EY3183_SETTING: 0 = UNSPECIFIED SETTING
 EY3183
 EY3183  HISTORY     - Date     Condition        Report By
 EY3183  HISTORY     - 1935     MONUMENTED       CGS
 EY3183  HISTORY     - 1951     GOOD             CGS
 EY3183
 EY3183                          STATION DESCRIPTION
 EY3183
 EY3183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EY3183'STATION IS LOCATED ON THE N SHORE OF LITTLE ALLIGATOR RIVER 0.9
 EY3183'MILE NE OF FORT LANDING, IN TYRRELL COUNTY, NORTH CAROLINA.  THE
 EY3183'STATION IS DUE N OF GREAT ISLAND, ON A RATHER STRAIGHT
 EY3183'SECTION OF SHORE LINE.
 EY3183'
 EY3183'THE STATION IS A SAWED-OFF CYPRESS STUMP ABOUT 4 FEET HIGH
 EY3183'WITH A U.S.C. AND G.S. DISK STAMPED BIGHT 1935, SEALED WITH
 EY3183'TAR IN TOP AND CAN BE EASILY SEEN FROM THE WATERS EDGE.
 EY3183'
 EY3183'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 EY3183'DISKS ARE STAMPED BIGHT 1935, NOS.1
 EY3183'AND 2.
 EY3183
 EY3183                          STATION RECOVERY (1951)
 EY3183
 EY3183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3183'STATION MARK WAS RECOVERED AS DESCRIBED IN FAIR CONDITION.  THE
 EY3183'STUMP IN WHICH THE MARK IS PLACED IS BEGINNING TO ROT AND WILL
 EY3183'PROBABLY DETERIORATE IN TWO OR THREE YEARS.  THE REFERENCE
 EY3183'MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 EY3183'DISTANCES WERE CHECKED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 EY3183'
 EY3183'AN 8-INCH GUM TREE ON THE INSHORE SIDE OF THE GRASS LINE WAS
 EY3183'BLAZED 6 FEET ABOVE THE GROUND AS A WITNESS MARK.
 EY3183'
 EY3183'A WITNESS POST WAS PLACED 1 METER N OF EACH REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3279 ***********************************************************************
 EY3279  DESIGNATION -  BIGHT
 EY3279  PID         -  EY3279
 EY3279  STATE/COUNTY-  NC/BEAUFORT
 EY3279  USGS QUAD   -  PONZER (1983)
 EY3279
 EY3279                         *CURRENT SURVEY CONTROL
 EY3279  ___________________________________________________________________
 EY3279* NAD 83(2001)-  35 33 16.00571(N)    076 28 38.23092(W)     ADJUSTED  
 EY3279* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3279  ___________________________________________________________________
 EY3279  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 EY3279  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EY3279  HORZ ORDER  -  THIRD
 EY3279
 EY3279.The horizontal coordinates were established by classical geodetic methods
 EY3279.and adjusted by the National Geodetic Survey in August 2005.
 EY3279
 EY3279.The orthometric height was scaled from a topographic map.
 EY3279
 EY3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3279
 EY3279.The geoid height was determined by GEOID03.
 EY3279
 EY3279;                    North         East     Units Scale Factor Converg.
 EY3279;SPC NC       -   203,074.250   838,280.361   MT  0.99988650   +1 27 21.7
 EY3279;SPC NC       -   666,252.77  2,750,258.15   sFT  0.99988650   +1 27 21.7
 EY3279;UTM  18      - 3,935,535.675   366,105.945   MT  0.99982092   -0 51 32.9
 EY3279
 EY3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3279!SPC NC       -   1.00000577  x   0.99988650  =   0.99989226
 EY3279!UTM  18      -   1.00000577  x   0.99982092  =   0.99982668
 EY3279
 EY3279:                Primary Azimuth Mark                     Grid Az
 EY3279:SPC NC       -  SWAMP                                    318 41 02.3
 EY3279:UTM  18      -  SWAMP                                    320 59 56.9
 EY3279
 EY3279|---------------------------------------------------------------------|
 EY3279| PID    Reference Object                     Distance      Geod. Az  |
 EY3279|                                                           dddmmss.s |
 EY3279| EY3299 SWAMP                               APPROX. 1.1 KM 3200824.0 |
 EY3279| EY4791 BIGHT RM                             14.360 METERS 35608     |
 EY3279|---------------------------------------------------------------------|
 EY3279
 EY3279                          SUPERSEDED SURVEY CONTROL
 EY3279
 EY3279  NAD 83(1986)-  35 33 16.01495(N)    076 28 38.24322(W) AD(       ) 3
 EY3279  NAD 27      -  35 33 15.41400(N)    076 28 39.50800(W) AD(       ) 3
 EY3279
 EY3279.Superseded values are not recommended for survey control.
 EY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3279.See file dsdata.txt to determine how the superseded data were derived.
 EY3279
 EY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6610635536(NAD 83)
 EY3279_MARKER: DS = TRIANGULATION STATION DISK
 EY3279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3279_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3279
 EY3279  HISTORY     - Date     Condition        Report By
 EY3279  HISTORY     - 1914     MONUMENTED       CGS
 EY3279  HISTORY     - 1934     MARK NOT FOUND   CGS
 EY3279  HISTORY     - 1950     MARK NOT FOUND   CGS
 EY3279
 EY3279                          STATION DESCRIPTION
 EY3279
 EY3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY3279'STATION IS ON THE W SIDE OF PUNGO RIVER, ABOUT 1-1/2 MILES
 EY3279'ABOVE THE POINT WHERE THE RIVER TURNS ABRUPTLY FROM S TO W,
 EY3279'ON A POINT OF EXTENSIVE MARSHLAND WHICH JUTS OUT IN THE RIVER
 EY3279'AND NARROWS THE CHANNEL, ON THE S FACE OF THE MARSH.
 EY3279'
 EY3279'THE STATION AND REFERENCE MARKS ARE BRONZE TABLETS SET IN
 EY3279'TILE AND CONCRETE.
 EY3279'
 EY3279'THE REFERENCE MARK IS 14.36 METERS (47.1 FEET) FROM THE STATION
 EY3279'N 03 DEG 52 MIN W.
 EY3279'
 EY3279'THE MIDDLE OF A SMALL ISLAND OF MARSH GRASS, ABOUT 100 YARDS
 EY3279'OFFSHORE, IS S 48 DEG 02 MIN E FROM THE STATION.
 EY3279
 EY3279                          STATION RECOVERY (1934)
 EY3279
 EY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3279'UNABLE TO LOCATE STATION.  PROBABLY DESTROYED BY EROSION OF
 EY3279'SHORE LINE.
 EY3279
 EY3279                          STATION RECOVERY (1950)
 EY3279
 EY3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EY3279'STATION NOT RECOVERED AFTER A TWO-HOUR SEARCH BY TWO MEN.  SEARCH
 EY3279'SUBSTANTIATES RECOVERY NOTE OF 1934.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3633 ***********************************************************************
 EY3633  DESIGNATION -  BIGHT
 EY3633  PID         -  EY3633
 EY3633  STATE/COUNTY-  NC/PAMLICO
 EY3633  USGS QUAD   -  VANDEMERE (1993)
 EY3633
 EY3633                         *CURRENT SURVEY CONTROL
 EY3633  ___________________________________________________________________
 EY3633* NAD 83(2001)-  35 08 49.13254(N)    076 40 41.25578(W)     ADJUSTED  
 EY3633* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3633  ___________________________________________________________________
 EY3633  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EY3633  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3633  HORZ ORDER  -  THIRD
 EY3633
 EY3633.The horizontal coordinates were established by classical geodetic methods
 EY3633.and adjusted by the National Geodetic Survey in August 2005.
 EY3633
 EY3633.The orthometric height was scaled from a topographic map.
 EY3633
 EY3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3633
 EY3633.The geoid height was determined by GEOID03.
 EY3633
 EY3633;                    North         East     Units Scale Factor Converg.
 EY3633;SPC NC       -   157,440.969   821,135.183   MT  0.99987426   +1 20 24.4
 EY3633;SPC NC       -   516,537.58  2,694,007.68   sFT  0.99987426   +1 20 24.4
 EY3633;UTM  18      - 3,890,631.861   347,135.066   MT  0.99988799   -0 57 58.5
 EY3633
 EY3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3633!SPC NC       -   1.00000560  x   0.99987426  =   0.99987986
 EY3633!UTM  18      -   1.00000560  x   0.99988799  =   0.99989359
 EY3633
 EY3633                          SUPERSEDED SURVEY CONTROL
 EY3633
 EY3633  NAD 83(1986)-  35 08 49.14572(N)    076 40 41.26819(W) AD(       ) 3
 EY3633  NAD 27      -  35 08 48.52100(N)    076 40 42.50100(W) AD(       ) 3
 EY3633
 EY3633.Superseded values are not recommended for survey control.
 EY3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3633.See file dsdata.txt to determine how the superseded data were derived.
 EY3633
 EY3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4713590632(NAD 83)
 EY3633_MARKER: I = METAL ROD
 EY3633_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3633_SP_SET: OBJECT DRIVEN INTO GROUND
 EY3633_MARK LOGO: CGS   
 EY3633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3633
 EY3633  HISTORY     - Date     Condition        Report By
 EY3633  HISTORY     - 1913     MONUMENTED       CGS
 EY3633  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3633
 EY3633                          STATION DESCRIPTION
 EY3633
 EY3633'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3633'THIS STATION IS ON THE S SIDE OF BAY RIVER, INSIDE OF A LARGE
 EY3633'BIGHT OPPOSITE LAMBERT POINT, 1/2 MILE W OF THE MOUTH OF
 EY3633'MOORE CREEK, ABOUT 1/4 MILE W OF A PROMINENT CLAY EMBANKMENT,
 EY3633'ABOUT 3/8 MILE E OF A SMALL WHARF NEAR THE W END OF THE ENTRANCE
 EY3633'TO THE BIGHT, ON GROUND COVERED WITH MARSH GRASS 50 YARDS BACK
 EY3633'TO THE WOOD LINE, AND 8 YARDS FROM THE EDGE OF THE WATER IN THE
 EY3633'DIRECTION OF LAMBERT POINT.  THERE IS A SMALL HOUSE ABOUT
 EY3633'1/4 MILE SW OF THE STATION IN A CLEARING, BACK OF THE FIRST
 EY3633'LINE OF TREES.
 EY3633'
 EY3633'THE STATION IS MARKED BY A 1 1/2-INCH PIPE, 5 FEET LONG,
 EY3633'PROJECTING 8 INCHES ABOVE THE GROUND.  A TRIANGULAR BLAZE
 EY3633'ON A TREE IS 35.23 METERS, (115.6 FEET) FROM THE STATION
 EY3633'S 14 DEG 17 MIN W.
 EY3633
 EY3633                          STATION RECOVERY (1948)
 EY3633
 EY3633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3633'UNABLE TO FIND STATION AFTER 1/2-HOUR SEARCH.  A NEW DITCH
 EY3633'TRAVERSES THE MARSH IN THE AREA IN WHICH THE STATION IS
 EY3633'SUPPOSED TO HAVE BEEN.
 EY3633'
 EY3633'RECOMMEND STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3091 ***********************************************************************
 FX3091  DESIGNATION -  BIGHT
 FX3091  PID         -  FX3091
 FX3091  STATE/COUNTY-  NC/CURRITUCK
 FX3091  USGS QUAD   -  CREEDS (1986)
 FX3091
 FX3091                         *CURRENT SURVEY CONTROL
 FX3091  ___________________________________________________________________
 FX3091* NAD 83(2001)-  36 31 51.58247(N)    076 01 55.35854(W)     ADJUSTED  
 FX3091* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3091  ___________________________________________________________________
 FX3091  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 FX3091  GEOID HEIGHT-         -37.99  (meters)                     GEOID03
 FX3091  HORZ ORDER  -  THIRD
 FX3091
 FX3091.The horizontal coordinates were established by classical geodetic methods
 FX3091.and adjusted by the National Geodetic Survey in August 2005.
 FX3091
 FX3091.The orthometric height was scaled from a topographic map.
 FX3091
 FX3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3091
 FX3091.The geoid height was determined by GEOID03.
 FX3091
 FX3091;                    North         East     Units Scale Factor Converg.
 FX3091;SPC NC       -   312,497.497   875,390.493   MT  1.00012209   +1 42 46.9
 FX3091;SPC NC       - 1,025,252.20  2,872,010.31   sFT  1.00012209   +1 42 46.9
 FX3091;SPC VA S     - 1,024,824.646 3,721,004.858   MT  1.00005113   +1 29 52.3
 FX3091;SPC VA S     - 3,362,278.86 12,207,996.77   sFT  1.00005113   +1 29 52.3
 FX3091;UTM  18      - 4,043,341.529   407,610.405   MT  0.99970516   -0 36 51.8
 FX3091
 FX3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3091!SPC NC       -   1.00000601  x   1.00012209  =   1.00012810
 FX3091!SPC VA S     -   1.00000601  x   1.00005113  =   1.00005714
 FX3091!UTM  18      -   1.00000601  x   0.99970516  =   0.99971116
 FX3091
 FX3091:                Primary Azimuth Mark                     Grid Az
 FX3091:SPC NC       -  NORTH LANDING RIVER BEACON 3             001 39 37.8
 FX3091:SPC VA S     -  NORTH LANDING RIVER BEACON 3             001 52 32.4
 FX3091:UTM  18      -  NORTH LANDING RIVER BEACON 3             003 59 16.5
 FX3091
 FX3091|---------------------------------------------------------------------|
 FX3091| PID    Reference Object                     Distance      Geod. Az  |
 FX3091|                                                           dddmmss.s |
 FX3091| FX3117 NORTH LANDING RIVER BEACON 3        APPROX. 2.8 KM 0032224.7 |
 FX3091| FX3104 LUCK                                APPROX. 2.6 KM 0461849.1 |
 FX3091| FX3119 NORTH LANDING RIVER BEACON 4        APPROX. 1.1 KM 0654109.8 |
 FX3091| FW1592 MAC KAYS ISLAND HOUSE S CHIM        APPROX. 5.8 KM 1344707.7 |
 FX3091| FX4576 BIGHT WM 1                                         24546     |
 FX3091| FX4577 BIGHT WM 2                                         29723     |
 FX3091|---------------------------------------------------------------------|
 FX3091
 FX3091                          SUPERSEDED SURVEY CONTROL
 FX3091
 FX3091  NAD 83(1993)-  36 31 51.61426(N)    076 01 55.39838(W) AD(       ) 3
 FX3091  NAD 83(1986)-  36 31 51.62395(N)    076 01 55.42491(W) AD(       ) 3
 FX3091  NAD 27      -  36 31 51.08000(N)    076 01 56.68000(W) AD(       ) 3
 FX3091
 FX3091.Superseded values are not recommended for survey control.
 FX3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3091.See file dsdata.txt to determine how the superseded data were derived.
 FX3091
 FX3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0761043342(NAD 83)
 FX3091_MARKER: DS = TRIANGULATION STATION DISK
 FX3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3091
 FX3091  HISTORY     - Date     Condition        Report By
 FX3091  HISTORY     - 1911     MONUMENTED       CGS
 FX3091  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3091
 FX3091                          STATION DESCRIPTION
 FX3091
 FX3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EBL)
 FX3091'STATION IS LOCATED ON THE W SIDE OF NORTH LANDING RIVER, ABOUT
 FX3091'6 MILES ABOVE ITS ENTRANCE TO CURRITUCK SOUND, ABOUT 1 MILE N
 FX3091'OF TROUBLESOME POINT, AT THE N END OF ENTRANCE TO A SMALL COVE.
 FX3091'
 FX3091'STATION IS MARKED BY A BRONZE TABLET IN TILE AND CONCRETE.
 FX3091'
 FX3091'UNDERGROUND MARK IS A BOTTLE.
 FX3091'
 FX3091'REFERENCE MARKS ARE NAILS IN TILES.
 FX3091'
 FX3091'REFERENCE MARK NO. 1 IS (41.63 METERS) 135.7 FEET FROM THE
 FX3091'STATION S 65 DEG 46 MIN W.  REFERENCE MARK NO. 2 IS (42.95
 FX3091'METERS) 140.9 FEET FROM THE STATION N 67 DEG 36 MIN W.
 FX3091'STATION IS S 65 DEG 42 W MIN IN AZIMUTH FROM BEACON NO. 4.
 FX3091
 FX3091                          STATION RECOVERY (1963)
 FX3091
 FX3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3091'STATION SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8839 ***********************************************************************
 AF8839  DESIGNATION -  BIGHT
 AF8839  PID         -  AF8839
 AF8839  STATE/COUNTY-  NC/DARE
 AF8839  USGS QUAD   -  BUXTON (1983)
 AF8839
 AF8839                         *CURRENT SURVEY CONTROL
 AF8839  ___________________________________________________________________
 AF8839* NAD 83(2007)-  35 15 49.77740(N)    075 33 47.72984(W)     ADJUSTED  
 AF8839* NAVD 88     -         3.448  (meters)      11.31   (feet)  ADJUSTED  
 AF8839  ___________________________________________________________________
 AF8839  EPOCH DATE  -        2002.00
 AF8839  X           -   1,299,796.232 (meters)                     COMP
 AF8839  Y           -  -5,048,928.581 (meters)                     COMP
 AF8839  Z           -   3,661,784.197 (meters)                     COMP
 AF8839  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AF8839  ELLIP HEIGHT-         -35.267 (meters)          (01/11/08) ADJUSTED
 AF8839  GEOID HEIGHT-         -38.70  (meters)                     GEOID03
 AF8839  DYNAMIC HT  -           3.445 (meters)      11.30  (feet)  COMP
 AF8839  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 AF8839
 AF8839  HORZ ORDER  -  FIRST
 AF8839  VERT ORDER  -  SECOND    CLASS II
 AF8839  ELLP ORDER  -  FOURTH    CLASS II
 AF8839
 AF8839.The horizontal coordinates were established by GPS observations
 AF8839.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2008.
 AF8839
 AF8839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8839.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8839.The horizontal coordinates are valid at the epoch date displayed above.
 AF8839.The epoch date for horizontal control is a decimal equivalence
 AF8839.of Year/Month/Day.
 AF8839
 AF8839.The orthometric height was determined by differential leveling
 AF8839.and adjusted in January 2000.
 AF8839
 AF8839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8839
 AF8839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8839
 AF8839.The ellipsoidal height was determined by GPS observations
 AF8839.and is referenced to NAD 83.
 AF8839
 AF8839.The geoid height was determined by GEOID03.
 AF8839
 AF8839.The dynamic height is computed by dividing the NAVD 88
 AF8839.geopotential number by the normal gravity value computed on the
 AF8839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8839.degrees latitude (g = 980.6199 gals.).
 AF8839
 AF8839.The modeled gravity was interpolated from observed gravity values.
 AF8839
 AF8839;                    North         East     Units Scale Factor Converg.
 AF8839;SPC NC       -   173,340.789   922,222.466   MT  0.99987261   +1 59 00.9
 AF8839;SPC NC       -   568,702.24  3,025,658.21   sFT  0.99987261   +1 59 00.9
 AF8839;UTM  18      - 3,902,446.514   448,766.990   MT  0.99963235   -0 19 30.7
 AF8839
 AF8839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8839!SPC NC       -   1.00000554  x   0.99987261  =   0.99987814
 AF8839!UTM  18      -   1.00000554  x   0.99963235  =   0.99963788
 AF8839
 AF8839:                Primary Azimuth Mark                     Grid Az
 AF8839:SPC NC       -  NC 12 16                                 084 34 35.5
 AF8839:UTM  18      -  NC 12 16                                 086 53 07.1
 AF8839
 AF8839|---------------------------------------------------------------------|
 AF8839| PID    Reference Object                     Distance      Geod. Az  |
 AF8839|                                                           dddmmss.s |
 AF8839| DK3464 NC 12 16                            471.570 METERS 0863336.4 |
 AF8839|---------------------------------------------------------------------|
 AF8839
 AF8839                          SUPERSEDED SURVEY CONTROL
 AF8839
 AF8839  NAD 83(2001)-  35 15 49.77594(N)    075 33 47.72921(W) AD(       ) 2
 AF8839  NAD 83(1986)-  35 15 49.78950(N)    075 33 47.73461(W) AD(       ) 2
 AF8839  NAVD 88 (06/15/98)    3.45   (m)           11.3    (f) LEVELING    3  
 AF8839
 AF8839.Superseded values are not recommended for survey control.
 AF8839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8839.See file dsdata.txt to determine how the superseded data were derived.
 AF8839
 AF8839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4876702447(NAD 83)
 AF8839_MARKER: DE = TRAVERSE STATION DISK
 AF8839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8839_STAMPING: BIGHT 1985
 AF8839_MARK LOGO: NCGS  
 AF8839_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8839+STABILITY: SURFACE MOTION
 AF8839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8839+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8839
 AF8839  HISTORY     - Date     Condition        Report By
 AF8839  HISTORY     - 1985     MONUMENTED       NCGS
 AF8839  HISTORY     - 20000620 GOOD             NCDOT
 AF8839  HISTORY     - 20030821 GOOD             USPSQD
 AF8839
 AF8839                          STATION DESCRIPTION
 AF8839
 AF8839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8839'STATION IS LOCATED IN THE BUXTON COMMUNITY. ALONG NC 12 FOR 2.1 KM
 AF8839'(1.30 MI) WEST FROM THE BUXTON POST OFFICE, OR 2.2 KM (1.35 MI) EAST
 AF8839'OF SR 1400, ABOUT 353 FEET (107.6 M) WEST OF THE ENTRANCE TO A FISH
 AF8839'HOUSE. MARK IS ABOUT LEVEL WITH THE HIGHWAY AND RECESSED 3 INCHES
 AF8839'BELOW GROUND.  LOCATED 5.8 M (19.0 FT) NORTH OF THE CENTERLINE OF NC
 AF8839'12, 6.6 M (21.7 FT) NORTH-NORTHWEST OF THE CENTERLINE INTERSECTION OF
 AF8839'THE HIGHWAY WITH A DIRT DRIVEWAY, 30.2 M (99.1 FT) NORTHWEST OF A
 AF8839'TELEPHONE PEDESTAL (35E), AND 19.9 M (65.3 FT) NORTHEAST OF A POWER
 AF8839'POLE WITH A TRANSFORMER (22-44) AND WITH A REFERENCE TAG.
 AF8839
 AF8839                          STATION RECOVERY (2000)
 AF8839
 AF8839'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8839'RECOVERED AS DESCRIBED.
 AF8839
 AF8839                          STATION RECOVERY (2003)
 AF8839
 AF8839'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF8839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4495 ***********************************************************************
 DG4495  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4495  DESIGNATION -  BIGOAK
 DG4495  PID         -  DG4495
 DG4495  STATE/COUNTY-  NC/PITT
 DG4495  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 DG4495
 DG4495                         *CURRENT SURVEY CONTROL
 DG4495  ___________________________________________________________________
 DG4495* NAD 83(2007)-  35 48 11.53935(N)    077 20 40.59284(W)     ADJUSTED  
 DG4495* NAVD 88     -        18.49   (meters)      60.7    (feet)  GPS OBS   
 DG4495  ___________________________________________________________________
 DG4495  EPOCH DATE  -        2002.00
 DG4495  X           -   1,134,603.396 (meters)                     COMP
 DG4495  Y           -  -5,052,972.785 (meters)                     COMP
 DG4495  Z           -   3,710,494.172 (meters)                     COMP
 DG4495  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DG4495  ELLIP HEIGHT-         -17.065 (meters)          (02/10/07) ADJUSTED
 DG4495  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 DG4495
 DG4495  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4495  Type    PID    Designation                      North   East  Ellip
 DG4495  -------------------------------------------------------------------
 DG4495  NETWORK DG4495 BIGOAK                            0.88   0.74   1.71
 DG4495  -------------------------------------------------------------------
 DG4495
 DG4495.The horizontal coordinates were established by GPS observations
 DG4495.and adjusted by the National Geodetic Survey in February 2007.
 DG4495
 DG4495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4495.The horizontal coordinates are valid at the epoch date displayed above.
 DG4495.The epoch date for horizontal control is a decimal equivalence
 DG4495.of Year/Month/Day.
 DG4495
 DG4495.The orthometric height was determined by GPS observations and a
 DG4495.high-resolution geoid model.
 DG4495.The orthometric height was determined by GPS observations and a
 DG4495.high-resolution geoid model using precise GPS observation and
 DG4495.processing techniques.
 DG4495
 DG4495.Photographs are available for this station.
 DG4495
 DG4495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4495
 DG4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4495
 DG4495.The ellipsoidal height was determined by GPS observations
 DG4495.and is referenced to NAD 83.
 DG4495
 DG4495.The geoid height was determined by GEOID03.
 DG4495
 DG4495;                    North         East     Units Scale Factor Converg.
 DG4495;SPC NC       -   229,013.730   759,208.228   MT  0.99991880   +0 57 19.6
 DG4495;SPC NC       -   751,355.88  2,490,835.66   sFT  0.99991880   +0 57 19.6
 DG4495;UTM  18      - 3,964,658.056   288,143.375   MT  1.00015310   -1 22 19.6
 DG4495
 DG4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4495!SPC NC       -   1.00000268  x   0.99991880  =   0.99992148
 DG4495!UTM  18      -   1.00000268  x   1.00015310  =   1.00015578
 DG4495
 DG4495                          SUPERSEDED SURVEY CONTROL
 DG4495
 DG4495  NAD 83(1986)-  35 48 11.54988(N)    077 20 40.60170(W) AD(       ) 1
 DG4495  NAD 83(2001)-  35 48 11.53970(N)    077 20 40.59249(W) AD(       ) 1
 DG4495  ELLIP H (02/27/04)  -17.067  (m)                       GP(       ) 4 1
 DG4495
 DG4495.Superseded values are not recommended for survey control.
 DG4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4495.See file dsdata.txt to determine how the superseded data were derived.
 DG4495
 DG4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8814364658(NAD 83)
 DG4495_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4495_STAMPING: BIGOAK 2003
 DG4495_MARK LOGO: NCGS  
 DG4495_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4495+STABILITY: SURFACE MOTION
 DG4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4495+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4495
 DG4495  HISTORY     - Date     Condition        Report By
 DG4495  HISTORY     - 2003     MONUMENTED       NCGS
 DG4495
 DG4495                          STATION DESCRIPTION
 DG4495
 DG4495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4495'STATION IS LOCATED ABOUT 13.7 MI (22.0 KM) NORTH OF GREENVILLE AND 1.6
 DG4495'MI (2.6 KM) EAST OF BETHEL.
 DG4495'PROCEED ALONG US 13/NC 11 FOR 0.35 MI (0.56 KM) SOUTH FROM US 64
 DG4495'ALTERNATE (IN BETHEL) TO SR 1500 (PACKAGE CRAFT RD), THENCE EASTERLY
 DG4495'ALONG SR 1500 FOR 1.65 MI (2.66 KM) TO THE STATION, IN THE SHOULDER.
 DG4495'MARK IS LEVEL WITH SR 1500 AND IS RECESSED 3-NCHES BELOW THE GROUND.
 DG4495'LOCATED 23.6 FT (7.2 M) SOUTH OF THE CENTERLINE OF SR 1500, 34 FEET
 DG4495'(10.4 M) EAST OF A FARM ENTRANCE LEADING SOUTH, 55.0 FT (16.8 M)
 DG4495'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL (R42N1) ACROSS SR 1500 AND
 DG4495'54.1 FT (16.5 M) SOUTH-SOUTHEAST OF A WOOD TELEPHONE PEDESTAL POST
 DG4495'ACROSS SR 1500 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3747 ***********************************************************************
 DI3747  DESIGNATION -  BIGSPRING
 DI3747  PID         -  DI3747
 DI3747  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3747  USGS QUAD   -  TABLE ROCK (1978)
 DI3747
 DI3747                         *CURRENT SURVEY CONTROL
 DI3747  ___________________________________________________________________
 DI3747* NAD 83(2007)-  35 04 41.21278(N)    082 44 20.15788(W)     ADJUSTED  
 DI3747* NAVD 88     -       962.0    (meters)    3156.     (feet)  GPS OBS   
 DI3747  ___________________________________________________________________
 DI3747  EPOCH DATE  -        2002.00
 DI3747  X           -     660,544.194 (meters)                     COMP
 DI3747  Y           -  -5,184,302.364 (meters)                     COMP
 DI3747  Z           -   3,645,497.789 (meters)                     COMP
 DI3747  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DI3747  ELLIP HEIGHT-         931.598 (meters)          (07/11/08) ADJUSTED
 DI3747  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DI3747  HORZ ORDER  -  FIRST
 DI3747  ELLP ORDER  -  FOURTH    CLASS II
 DI3747
 DI3747.The horizontal coordinates were established by GPS observations
 DI3747.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3747
 DI3747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3747.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3747.The horizontal coordinates are valid at the epoch date displayed above.
 DI3747.The epoch date for horizontal control is a decimal equivalence
 DI3747.of Year/Month/Day.
 DI3747
 DI3747.The orthometric height was determined by GPS observations and a
 DI3747.high-resolution geoid model.
 DI3747
 DI3747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3747
 DI3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3747
 DI3747.The ellipsoidal height was determined by GPS observations
 DI3747.and is referenced to NAD 83.
 DI3747
 DI3747.The geoid height was determined by GEOID03.
 DI3747
 DI3747;                    North         East     Units Scale Factor Converg.
 DI3747;SPC NC       -   153,747.853   268,728.075   MT  0.99987716   -2 09 28.8
 DI3747;SPC NC       -   504,421.08    881,652.03   sFT  0.99987716   -2 09 28.8
 DI3747;UTM  17      - 3,883,088.597   341,462.124   MT  0.99990977   -0 59 58.4
 DI3747
 DI3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3747!SPC NC       -   0.99985379  x   0.99987716  =   0.99973097
 DI3747!UTM  17      -   0.99985379  x   0.99990977  =   0.99976358
 DI3747
 DI3747                          SUPERSEDED SURVEY CONTROL
 DI3747
 DI3747  NAD 83(1986)-  35 04 41.21917(N)    082 44 20.15587(W) AD(       ) 1
 DI3747  NAD 83(2001)-  35 04 41.21263(N)    082 44 20.15822(W) AD(       ) 1
 DI3747  ELLIP H (02/05/05)  931.618  (m)                       GP(       ) 4 2
 DI3747
 DI3747.Superseded values are not recommended for survey control.
 DI3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3747.See file dsdata.txt to determine how the superseded data were derived.
 DI3747
 DI3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4146283089(NAD 83)
 DI3747_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3747_STAMPING: BIGSPRING 2000
 DI3747_MARK LOGO: NCGS  
 DI3747_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3747+STABILITY: SURFACE MOTION
 DI3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3747+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DI3747
 DI3747  HISTORY     - Date     Condition        Report By
 DI3747  HISTORY     - 2000     MONUMENTED       NCGS
 DI3747
 DI3747                          STATION DESCRIPTION
 DI3747
 DI3747'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 DI3747'STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ROSMAN AND 10.8
 DI3747'MI (17.4 KM) SOUTH OF BREVARD AT THE TOP OF BIGSPRING MOUNTAIN ON THE
 DI3747'NORTH CAROLINA/SOUTH CAROLINA STATE LINE. FOR ACCESS CONTACT
 DI3747'OWNER-CHARLES TAYLOR, 231 CANNON HOUSE OFFICE BUILDING, WASHINGTON DC
 DI3747'20515. PROCEED ALONG US 178 FOR 3.35 MI (5.39 KM) SOUTH FROM THE NC/SC
 DI3747'STATE LINE TO THE ROCKY BOTTOM COMMUNITY, THENCE NORTHEAST FOR 3.25 MI
 DI3747'(5.23 KM) ALONG STATE 199 - F. VAN CLAYTON HIGHWAY TO FOLLY GAP,
 DI3747'THENCE EAST FOR 0.6 MI (1.0 KM) ALONG SR 1105 - GLADY FORK ROAD TO A
 DI3747'PRIVATE DIRT ROAD WITH LOCKED GATE ON THE SOUTHEAST SIDE OF SR 1105.
 DI3747'BEGIN ATV OR FOUR WHEEL DRIVE TRAVEL FROM THIS POINT. PASS THROUGH THE
 DI3747'GATE AND PROCEED EAST FOR 1.0 MI (1.6 KM) ALONG THE DIRT ROAD TO A
 DI3747'ROAD FORK, TAKE THE LEFT FORK AND PROCEED NORTHEAST FOR 0.45 MI (0.72
 DI3747'KM) TO A ROAD FORK, TAKE THE RIGHT FORK AND PROCEED EAST FOR 0.3 MI
 DI3747'(0.5 KM) TO A ROAD FORK, TAKE THE RIGHT FORK AND PROCEED SOUTHEAST FOR
 DI3747'0.55 MI (0.89 KM) TO A POINT WHERE A HIKING TRAIL IS ABOUT 20-FT EAST
 DI3747'OF THE DIRT ROAD. FROM THIS POINT TRAVEL ON FOOT ALONG THE HIKING
 DI3747'TRAIL NORTHEAST FOR 0.1 MI (0.2 KM) TO THE TOP OF BIGSPRING MOUNTAIN,
 DI3747'ON THE NORTHWEST SIDE OF THE TRAIL. MARK IS RECESSED ABOUT 1-INCH
 DI3747'BELOW GROUND. LOCATED 3.0 FT (0.9 M) NORTHWEST OF THE CENTER OF THE
 DI3747'HIKING TRAIL--AND 5.6 FT (1.7 M) NORTHEAST OF A 6-INCH SOURWOOD, 4.3
 DI3747'FT (1.3 M) SOUTHWEST OF A 6-INCH SOURWOOD, 23.9 FT (7.3 M) WEST OF A
 DI3747'24-INCH WHITE OAK, 19.7 FT (6.0 M) SOUTH OF A 20-INCH RED OAK--ALL
 DI3747'WITH REFERENCE WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5255 ***********************************************************************
 AI5255  DESIGNATION -  BIGSTONE
 AI5255  PID         -  AI5255
 AI5255  STATE/COUNTY-  NC/WARREN
 AI5255  USGS QUAD   -  LITTLETON (1973)
 AI5255
 AI5255                         *CURRENT SURVEY CONTROL
 AI5255  ___________________________________________________________________
 AI5255* NAD 83(2007)-  36 29 16.94573(N)    077 56 59.99589(W)     ADJUSTED  
 AI5255* NAVD 88     -        62.8    (meters)     206.     (feet)  GPS OBS   
 AI5255  ___________________________________________________________________
 AI5255  EPOCH DATE  -        2002.00
 AI5255  X           -   1,071,801.667 (meters)                     COMP
 AI5255  Y           -  -5,020,881.022 (meters)                     COMP
 AI5255  Z           -   3,771,885.058 (meters)                     COMP
 AI5255  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AI5255  ELLIP HEIGHT-          29.281 (meters)          (02/10/07) ADJUSTED
 AI5255  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AI5255
 AI5255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5255  Type    PID    Designation                      North   East  Ellip
 AI5255  -------------------------------------------------------------------
 AI5255  NETWORK AI5255 BIGSTONE                          0.47   0.43   1.27
 AI5255  -------------------------------------------------------------------
 AI5255
 AI5255.The horizontal coordinates were established by GPS observations
 AI5255.and adjusted by the National Geodetic Survey in February 2007.
 AI5255
 AI5255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5255.The horizontal coordinates are valid at the epoch date displayed above.
 AI5255.The epoch date for horizontal control is a decimal equivalence
 AI5255.of Year/Month/Day.
 AI5255
 AI5255.The orthometric height was determined by GPS observations and a
 AI5255.high-resolution geoid model.
 AI5255
 AI5255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5255
 AI5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5255
 AI5255.The ellipsoidal height was determined by GPS observations
 AI5255.and is referenced to NAD 83.
 AI5255
 AI5255.The geoid height was determined by GEOID03.
 AI5255
 AI5255;                    North         East     Units Scale Factor Converg.
 AI5255;SPC NC       -   304,254.421   703,694.620   MT  1.00010557   +0 36 21.7
 AI5255;SPC NC       -   998,208.05  2,308,704.77   sFT  1.00010557   +0 36 21.7
 AI5255;UTM  18      - 4,042,129.041   235,736.973   MT  1.00046049   -1 45 18.9
 AI5255;UTM  17      - 4,042,408.300   773,223.759   MT  1.00051985   +1 48 53.4
 AI5255
 AI5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5255!SPC NC       -   0.99999540  x   1.00010557  =   1.00010097
 AI5255!UTM  18      -   0.99999540  x   1.00046049  =   1.00045589
 AI5255!UTM  17      -   0.99999540  x   1.00051985  =   1.00051525
 AI5255
 AI5255:                Primary Azimuth Mark                     Grid Az
 AI5255:SPC NC       -  HILLTOP                                  177 35 54.6
 AI5255:UTM  18      -  HILLTOP                                  179 57 35.2
 AI5255:UTM  17      -  HILLTOP                                  176 23 22.9
 AI5255
 AI5255|---------------------------------------------------------------------|
 AI5255| PID    Reference Object                     Distance      Geod. Az  |
 AI5255|                                                           dddmmss.s |
 AI5255| AI5246 HILLTOP                             459.617 METERS 1781216.3 |
 AI5255|---------------------------------------------------------------------|
 AI5255
 AI5255                          SUPERSEDED SURVEY CONTROL
 AI5255
 AI5255  NAD 83(2001)-  36 29 16.94664(N)    077 56 59.99597(W) AD(       ) 1
 AI5255  ELLIP H (03/13/03)   29.269  (m)                       GP(       ) 4 2
 AI5255  NAD 83(1986)-  36 29 16.94820(N)    077 57 00.00787(W) AD(       ) 1
 AI5255
 AI5255.Superseded values are not recommended for survey control.
 AI5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5255.See file dsdata.txt to determine how the superseded data were derived.
 AI5255
 AI5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3573742129(NAD 83)
 AI5255_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5255_STAMPING: BIGSTONE 1993
 AI5255_MARK LOGO: NCGS  
 AI5255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5255+STABILITY: SURFACE MOTION
 AI5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5255+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AI5255
 AI5255  HISTORY     - Date     Condition        Report By
 AI5255  HISTORY     - 1993     MONUMENTED       NCGS
 AI5255  HISTORY     - 20040630 GOOD             NCGS
 AI5255
 AI5255                          STATION DESCRIPTION
 AI5255
 AI5255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5255'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHWEST OF LITTLETON AND
 AI5255'13.0 MI (20.9 KM) EAST-NORTHEAST OF WARRENTON. ALONG NC 903 FOR 5.25
 AI5255'MI (8.45 KM) NORTH FROM US 158 (MAIN STREET) IN LITTLETON, AT THE BIG
 AI5255'STONE HOUSE CREEK BRIDGE, ON THE NORTH SIDE OF THE EAST HEADWALL. MARK
 AI5255'IS ABOUT 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY AND RECESSED 2 INCHES
 AI5255'BELOW THE GROUND.  LOCATED 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF
 AI5255'THE HIGHWAY, 1.0 FT (0.3 M) EAST OF A GUARD RAIL, 49.6 FT (15.1 M)
 AI5255'NORTH OF THE NORTH END OF THE EAST HEADWALL OF A TRIPLE CHANNEL
 AI5255'CONCRETE BOX CULVERT, AND 53.6 FT (16.3 M) SOUTHWEST OF AN 8-INCH PINE
 AI5255'WITH A REFERENCE TAG.
 AI5255
 AI5255                          STATION RECOVERY (2004)
 AI5255
 AI5255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (ARB)
 AI5255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2788 ***********************************************************************
 EZ2788  DESIGNATION -  BIKE
 EZ2788  PID         -  EZ2788
 EZ2788  STATE/COUNTY-  NC/ORANGE
 EZ2788  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2788
 EZ2788                         *CURRENT SURVEY CONTROL
 EZ2788  ___________________________________________________________________
 EZ2788* NAD 83(2001)-  35 55 18.96850(N)    079 03 20.47873(W)     ADJUSTED  
 EZ2788* NAVD 88     -       111.451  (meters)     365.65   (feet)  ADJUSTED  
 EZ2788  ___________________________________________________________________
 EZ2788  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 EZ2788  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EZ2788  DYNAMIC HT  -         111.359 (meters)     365.35  (feet)  COMP
 EZ2788  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 EZ2788
 EZ2788  HORZ ORDER  -  SECOND
 EZ2788  VERT ORDER  -  SECOND    CLASS II
 EZ2788
 EZ2788.The horizontal coordinates were established by classical geodetic methods
 EZ2788.and adjusted by the National Geodetic Survey in August 2005.
 EZ2788
 EZ2788.The orthometric height was determined by differential leveling
 EZ2788.and adjusted in June 1991.
 EZ2788
 EZ2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2788
 EZ2788.The geoid height was determined by GEOID03.
 EZ2788
 EZ2788.The dynamic height is computed by dividing the NAVD 88
 EZ2788.geopotential number by the normal gravity value computed on the
 EZ2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2788.degrees latitude (g = 980.6199 gals.).
 EZ2788
 EZ2788.The modeled gravity was interpolated from observed gravity values.
 EZ2788
 EZ2788;                    North         East     Units Scale Factor Converg.
 EZ2788;SPC NC       -   240,940.683   604,575.490   MT  0.99994088   -0 01 55.7
 EZ2788;SPC NC       -   790,486.22  1,983,511.42   sFT  0.99994088   -0 01 55.7
 EZ2788;UTM  17      - 3,977,036.627   675,419.295   MT  0.99997918   +1 08 27.5
 EZ2788
 EZ2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2788!SPC NC       -   0.99998737  x   0.99994088  =   0.99992825
 EZ2788!UTM  17      -   0.99998737  x   0.99997918  =   0.99996655
 EZ2788
 EZ2788                          SUPERSEDED SURVEY CONTROL
 EZ2788
 EZ2788  NAD 83(1986)-  35 55 18.97074(N)    079 03 20.48820(W) AD(       ) 2
 EZ2788  NGVD 29 (03/05/92)  111.688  (m)          366.43   (f) ADJUSTED    2 2
 EZ2788
 EZ2788.Superseded values are not recommended for survey control.
 EZ2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2788.See file dsdata.txt to determine how the superseded data were derived.
 EZ2788
 EZ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7541977037(NAD 83)
 EZ2788_MARKER: DE = TRAVERSE STATION DISK
 EZ2788_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ2788_SP_SET: IN SIDEWALK
 EZ2788_STAMPING: BIKE 1981
 EZ2788_MARK LOGO: NCGS  
 EZ2788_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2788+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2006
 EZ2788
 EZ2788  HISTORY     - Date     Condition        Report By
 EZ2788  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2788  HISTORY     - 1981     GOOD             NCGS
 EZ2788  HISTORY     - 1986     GOOD             USPSQD
 EZ2788  HISTORY     - 1988     GOOD             USPSQD
 EZ2788  HISTORY     - 1990     GOOD             USPSQD
 EZ2788  HISTORY     - 20060823 GOOD             USPSQD
 EZ2788  HISTORY     - 20080305 GOOD             GEOCAC
 EZ2788
 EZ2788                          STATION DESCRIPTION
 EZ2788
 EZ2788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2788'STATION IS LOCATED ABOUT 0.6 MILE NORTH OF CHAPEL HILL.
 EZ2788'
 EZ2788'ALONG NC 86, 0.4 MILE NORTH OF THE INTERSECTION WITH US
 EZ2788'501-NC 54 (IN CHAPEL HILL), OR 5.2 MILES SOUTH OF THE US-85
 EZ2788'UNDERPASS AT THE SOUTH SIDE OF A PROPOSED ENTRANCE, AND 0.1 MILE
 EZ2788'NORTH OF EAST LONGVIEW STREET.
 EZ2788'
 EZ2788'THE STATION IS A STANDARD NCGS DISK
 EZ2788'STAMPED---BIKE 1981---,
 EZ2788'SET INTO A DRILLED HOLE.
 EZ2788'LOCATED
 EZ2788'0.9 METER (2.9 FT) WEST-NORTHWEST FROM THE WEST CURB OF AIRPORT
 EZ2788'ROAD,
 EZ2788'5.6 METERS (18.2 FT) SOUTH-SOUTHWEST FROM THE CENTER OF PROPOSED
 EZ2788'ENTRANCE--AND
 EZ2788'31.8 METERS (104.5 FT) SOUTH-SOUTHWEST OF POWER POLE WITH STREET
 EZ2788'LIGHT AND
 EZ2788'38.0 METERS (124.7 FT) NORTH-NORTHEAST OF POWER POLE--BOTH WITH
 EZ2788'REFERENCE TAGS.
 EZ2788'
 EZ2788'MARK IS SET IN CONCRETE SIDEWALK AND ABOUT LEVEL WITH HIGHWAY.
 EZ2788
 EZ2788                          STATION RECOVERY (1981)
 EZ2788
 EZ2788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2788'0.6 MI NORTH FROM CHAPEL HILL.
 EZ2788'ALONG NC 86, 0.4 MILES NORTH OF THE INTERSECTION WITH US 501
 EZ2788'NC 54 IN CHAPEL HILL, AT THE SOUTH SIDE OF
 EZ2788'A PROPOSED ENTRANCE, AND 0.1 MILE NORTH OF EAST LONG
 EZ2788'VIEW STREET, 2.9 FEET WEST-NORTHWEST OF WEST CURB OF AIRPORT ROAD,
 EZ2788'18.2 FEET SOUTH-SOUTHWEST OF CENTER OF PROPOSED ENTANCE, 104.5
 EZ2788'FEET SOUTH-SOUTHWEST OF POWER POLE WITH STREET LIGHT AND REFERENCE
 EZ2788'TAG AND 124.7 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 EZ2788'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2788
 EZ2788                          STATION RECOVERY (1986)
 EZ2788
 EZ2788'RECOVERY NOTE BY US POWER SQUADRON 1986 (WKB)
 EZ2788'RECOVERED IN GOOD CONDITION.
 EZ2788
 EZ2788                          STATION RECOVERY (1988)
 EZ2788
 EZ2788'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 EZ2788'RECOVERED IN GOOD CONDITION.
 EZ2788
 EZ2788                          STATION RECOVERY (1990)
 EZ2788
 EZ2788'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 EZ2788'RECOVERED IN GOOD CONDITION.
 EZ2788
 EZ2788                          STATION RECOVERY (2006)
 EZ2788
 EZ2788'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2788'RECOVERED IN GOOD CONDITION.
 EZ2788
 EZ2788                          STATION RECOVERY (2008)
 EZ2788
 EZ2788'RECOVERY NOTE BY GEOCACHING 2008 (GIS)
 EZ2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3912 ***********************************************************************
 EA3912  DESIGNATION -  BIKE GPS
 EA3912  PID         -  EA3912
 EA3912  STATE/COUNTY-  NC/CARTERET
 EA3912  USGS QUAD   -  NEWPORT (1994)
 EA3912
 EA3912                         *CURRENT SURVEY CONTROL
 EA3912  ___________________________________________________________________
 EA3912* NAD 83(2007)-  34 45 01.15844(N)    076 50 16.21651(W)     ADJUSTED  
 EA3912* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 EA3912  ___________________________________________________________________
 EA3912  EPOCH DATE  -        2002.00
 EA3912  X           -   1,194,609.552 (meters)                     COMP
 EA3912  Y           -  -5,108,416.062 (meters)                     COMP
 EA3912  Z           -   3,615,123.771 (meters)                     COMP
 EA3912  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EA3912  ELLIP HEIGHT-         -33.342 (meters)          (02/10/07) ADJUSTED
 EA3912  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA3912
 EA3912  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA3912  Type    PID    Designation                      North   East  Ellip
 EA3912  -------------------------------------------------------------------
 EA3912  NETWORK EA3912 BIKE GPS                          1.06   1.06   1.96
 EA3912  -------------------------------------------------------------------
 EA3912
 EA3912.The horizontal coordinates were established by GPS observations
 EA3912.and adjusted by the National Geodetic Survey in February 2007.
 EA3912
 EA3912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA3912.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA3912.The horizontal coordinates are valid at the epoch date displayed above.
 EA3912.The epoch date for horizontal control is a decimal equivalence
 EA3912.of Year/Month/Day.
 EA3912
 EA3912.The orthometric height was determined by GPS observations and a
 EA3912.high-resolution geoid model.
 EA3912
 EA3912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA3912
 EA3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3912
 EA3912.The ellipsoidal height was determined by GPS observations
 EA3912.and is referenced to NAD 83.
 EA3912
 EA3912.The geoid height was determined by GEOID03.
 EA3912
 EA3912;                    North         East     Units Scale Factor Converg.
 EA3912;SPC NC       -   113,122.430   807,545.369   MT  0.99991063   +1 14 52.6
 EA3912;SPC NC       -   371,135.84  2,649,421.76   sFT  0.99991063   +1 14 52.6
 EA3912;UTM  18      - 3,846,893.446   331,776.242   MT  0.99994880   -1 02 52.1
 EA3912
 EA3912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3912!SPC NC       -   1.00000523  x   0.99991063  =   0.99991586
 EA3912!UTM  18      -   1.00000523  x   0.99994880  =   0.99995403
 EA3912
 EA3912                          SUPERSEDED SURVEY CONTROL
 EA3912
 EA3912  NAD 83(2001)-  34 45 01.15925(N)    076 50 16.21548(W) AD(       ) 1
 EA3912  ELLIP H (03/13/03)  -33.338  (m)                       GP(       ) 4 2
 EA3912  NAD 83(1986)-  34 45 01.17023(N)    076 50 16.22478(W) AD(       ) 1
 EA3912  NAD 83(1986)-  34 45 01.16889(N)    076 50 16.22227(W) AD(       ) 2
 EA3912  NGVD 29 (08/11/92)    4.5    (m)           15.     (f) GPS OBS     3  
 EA3912
 EA3912.Superseded values are not recommended for survey control.
 EA3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3912.See file dsdata.txt to determine how the superseded data were derived.
 EA3912
 EA3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3177646893(NAD 83)
 EA3912_MARKER: DD = SURVEY DISK
 EA3912_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EA3912+WITH SETTING: INFORMATION.
 EA3912_SP_SET: SURROUNDED BY CONCRETE
 EA3912_STAMPING: BIKE GPS 1991
 EA3912_MARK LOGO: NOS   
 EA3912_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EA3912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA3912+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 EA3912
 EA3912  HISTORY     - Date     Condition        Report By
 EA3912  HISTORY     - 1991     MONUMENTED       NOS
 EA3912  HISTORY     - 19920929 GOOD             NCGS
 EA3912
 EA3912                          STATION DESCRIPTION
 EA3912
 EA3912'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 EA3912'STATION IS LOCATED ON A RIGHT OF WAY ABOUT 0.5 MILE EAST OF WILDWOOD,
 EA3912'ABOUT 1.5 MILE NORTH OF BOGUE SOUND, AND ABOUT 2.5 MILE SOUTHEAST OF
 EA3912'NEWPORT.
 EA3912'TO REACH FROM THE INTERSECTION OF NC HWY 24 AND US HWY 70 AT
 EA3912'MANSFIELD, GO NORTHWEST ON US HWY 70 4.5 MI (7.24 KM) TO ROAD RIGHT.
 EA3912'TURN RIGHT, AND GO NORTHEAST ON SR1149 (SAM GARNER ROAD) FOR 0.15 MI
 EA3912'(0.24 KM) TO STATION ON RIGHT.  THERE IS A BICYCLE SHOP AT
 EA3912'INTERSECTION WHERE TURN IS MADE.
 EA3912'STATION IS MARKED BY A STANDARD NOS
 EA3912'ALUMINUM DISK STAMPED  BIKE GPS 1991  ATTACHED TO A 42 INCH ALUMINUM
 EA3912'ROD THAT IS DRIVEN INTO THE GROUND, AND IS SURROUNDED BY A ROUND
 EA3912'CONCRETE MONUMENT.  IT IS 101.5 M (333.00 FT) SOUTHWEST OF CENTERLINE
 EA3912'OF A DRIVE TO A GREENHOUSE, 4.5 M (14.76 FT) NORTHWEST OF EDGE OF FARM
 EA3912'FIELD, 4.45 M (14.60 FT) SOUTHEAST OF CENTERLINE OF SR1149, AND 2.4 M
 EA3912'(7.87 FT) NORTHWEST OF CENTERLINE OF A DITCH.
 EA3912'DESCRIBED BY PBW
 EA3912
 EA3912                          STATION RECOVERY (1992)
 EA3912
 EA3912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA3912'RECOVERED AS DESCRIBED. MARK IS RECESSED 1 INCH BELOW GROUND AND IS
 EA3912'LEVEL WITH ROAD. LOCATED 71.6 FT (21.8 M) EAST-NORTHEAST OF A--CURVE
 EA3912'AHEAD--SIGN WITH A REFERENCE TAG.$TRAINING GROUND ROAD RADIO TOWER IS
 EA3912'VISIBLE AND THE GRID AZIMUTH IS--299-20-40.11.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1240 ***********************************************************************
 EY1240  DESIGNATION -  BIKINI
 EY1240  PID         -  EY1240
 EY1240  STATE/COUNTY-  NC/EDGECOMBE
 EY1240  USGS QUAD   -  PINETOPS (1980)
 EY1240
 EY1240                         *CURRENT SURVEY CONTROL
 EY1240  ___________________________________________________________________
 EY1240* NAD 83(2001)-  35 46 00.02282(N)    077 42 28.60173(W)     ADJUSTED  
 EY1240* NAVD 88     -        33.119  (meters)     108.66   (feet)  ADJUSTED  
 EY1240  ___________________________________________________________________
 EY1240  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 EY1240  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EY1240  DYNAMIC HT  -          33.090 (meters)     108.56  (feet)  COMP
 EY1240  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 EY1240
 EY1240  HORZ ORDER  -  SECOND
 EY1240  VERT ORDER  -  SECOND    CLASS I
 EY1240
 EY1240.The horizontal coordinates were established by classical geodetic methods
 EY1240.and adjusted by the National Geodetic Survey in August 2005.
 EY1240
 EY1240.The orthometric height was determined by differential leveling
 EY1240.and adjusted in June 1991.
 EY1240
 EY1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1240
 EY1240.The geoid height was determined by GEOID03.
 EY1240
 EY1240.The dynamic height is computed by dividing the NAVD 88
 EY1240.geopotential number by the normal gravity value computed on the
 EY1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1240.degrees latitude (g = 980.6199 gals.).
 EY1240
 EY1240.The modeled gravity was interpolated from observed gravity values.
 EY1240
 EY1240;                    North         East     Units Scale Factor Converg.
 EY1240;SPC NC       -   224,473.481   726,426.390   MT  0.99991288   +0 44 44.6
 EY1240;SPC NC       -   736,460.08  2,383,283.91   sFT  0.99991288   +0 44 44.6
 EY1240;UTM  18      - 3,961,452.360   255,193.345   MT  1.00033855   -1 35 00.8
 EY1240
 EY1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1240!SPC NC       -   1.00000033  x   0.99991288  =   0.99991321
 EY1240!UTM  18      -   1.00000033  x   1.00033855  =   1.00033888
 EY1240
 EY1240|---------------------------------------------------------------------|
 EY1240| PID    Reference Object                     Distance      Geod. Az  |
 EY1240|                                                           dddmmss.s |
 EY1240| EY1239 JOEJOHN                             252.345 METERS 13019     |
 EY1240| EY1241 SLICK                               APPROX. 0.9 KM 2722112.4 |
 EY1240|---------------------------------------------------------------------|
 EY1240
 EY1240                          SUPERSEDED SURVEY CONTROL
 EY1240
 EY1240  NAD 83(1986)-  35 46 00.03159(N)    077 42 28.60877(W) AD(       ) 2
 EY1240  NAD 27      -  35 45 59.46445(N)    077 42 29.69567(W) AD(       ) 2
 EY1240  NGVD 29 (??/??/92)   33.446  (m)          109.73   (f) ADJ UNCH    2 1
 EY1240
 EY1240.Superseded values are not recommended for survey control.
 EY1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1240.See file dsdata.txt to determine how the superseded data were derived.
 EY1240
 EY1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5519361452(NAD 83)
 EY1240_MARKER: DD = SURVEY DISK
 EY1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1240_STAMPING: BIKINI 1975
 EY1240_MARK LOGO: NCGS  
 EY1240_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1240+STABILITY: SURFACE MOTION
 EY1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1240+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 EY1240
 EY1240  HISTORY     - Date     Condition        Report By
 EY1240  HISTORY     - 1975     MONUMENTED       NCGS
 EY1240  HISTORY     - 1976     GOOD             NCGS
 EY1240  HISTORY     - 20040623 GOOD             NCGS
 EY1240  HISTORY     - 20050212 GOOD             USPSQD
 EY1240
 EY1240                          STATION DESCRIPTION
 EY1240
 EY1240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1240'BIKINI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1240'IN THE VICINITY OF MACCLESFIELD, NORTH CAROLINA.
 EY1240'
 EY1240'BIKINI IS LOCATED APPROXIMATELY 2.3 MILES WNW OF MACCLESFIELD,
 EY1240'4.3 MILES SSW OF PINETOPS AND 13.4 MILES SOUTHWEST OF TARBORO.  TO
 EY1240'REACH STATION FROM INTERSECTION OF NC 124 WITH SR 1109 IN
 EY1240'MACCLESFIELD, PROCEED WESTERLY ALONG NC 124 FOR 2.4 MILES TO
 EY1240'STATION ON RIGHT, IN NORTH SHOULDER OF HIGHWAY IN A CURVE,
 EY1240'APPROXIMATELY 150 FEET WEST OF A ONE STORY BRICK RESIDENCE OF
 EY1240'WILBUR WEBB AND 0.15 MILE WEST OF T INTERSECTION WITH SR 1116
 EY1240'(N).
 EY1240'
 EY1240'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1240'BIKINI 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1240'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1240'
 EY1240'MARK IS 27.5 FT NNE OF C/L OF NC 124
 EY1240'
 EY1240'149.3 FT NW OF C/L OF DRIVEWAY TO WEBB RESIDENCE
 EY1240'
 EY1240'18.6 FT ENE OF METAL REFLECTOR SIGN POST (2ND FROM WESTERNMOST END)
 EY1240'
 EY1240'104.4 FT E OF SOUTHERNMOST END OF CONCRETE CULVERT UNDER NC 124
 EY1240'
 EY1240'55.6 FT SW OF 15 INCH POPLAR WITH ALUMINUM REF. TAG
 EY1240'
 EY1240'115.3 FT W OF POWER POLE WITH ALUMINUM REF. TAG
 EY1240
 EY1240                          STATION RECOVERY (1976)
 EY1240
 EY1240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1240'2.3 MI WNW FROM MACCLESFIELD.
 EY1240'TO REACH STATION FROM INTERSECTION OF NC 124 WITH SR 1109 IN
 EY1240'MACCLESFIELD, PROCEED WESTERLY ALONG NC 124 FOR 2.4 MILES TO STATION
 EY1240'ON RIGHT, IN NORTH SHOULDER OF HIGHWAY IN A CURVE, APPROXIMATELY 150
 EY1240'FEET WEST OF ONE STORY BRICK RESIDENCE OF WILBUR WEBB, AND 0.15 MILE
 EY1240'WEST OF T INTERSECTION WITH SR 1116 (N).  27.5 FT. NNE OF C/L OF NC
 EY1240'124, 149.3 FT. NW OF C/L OF DRIVEWAY TO WEBB RESIDENCE, 17.4 FT. ENE
 EY1240'OF METAL REFLECTOR SIGN POST, 104.4 FT. E OF SOUTHERNMOST END OF
 EY1240'CONCRETE CULVERT UNDER NC 124, 55.6 FT. SW OF 15 INCH POPLAR WITH
 EY1240'ALUMINUM REF. TAG, AND 115.3 FT. W OF PP WITH ALUMINUM REF. TAG. DISK
 EY1240'IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1240
 EY1240                          STATION RECOVERY (2004)
 EY1240
 EY1240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 EY1240'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 EY1240'CORRECTION. MARK IS FLUSH WITH THE GROUND. REFERENCED WEBB RESIDENCE
 EY1240'IS NUMBER 4962.
 EY1240
 EY1240                          STATION RECOVERY (2005)
 EY1240
 EY1240'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY1240'REFERENCE TAGS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2677 ***********************************************************************
 AH2677  DESIGNATION -  BIKINI
 AH2677  PID         -  AH2677
 AH2677  STATE/COUNTY-  NC/LINCOLN
 AH2677  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2677
 AH2677                         *CURRENT SURVEY CONTROL
 AH2677  ___________________________________________________________________
 AH2677* NAD 83(2001)-  35 30 55.27172(N)    080 58 09.58418(W)     ADJUSTED  
 AH2677* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 AH2677  ___________________________________________________________________
 AH2677  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AH2677  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 AH2677  HORZ ORDER  -  SECOND
 AH2677
 AH2677.The horizontal coordinates were established by classical geodetic methods
 AH2677.and adjusted by the National Geodetic Survey in August 2005.
 AH2677
 AH2677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2677
 AH2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2677
 AH2677.The geoid height was determined by GEOID03.
 AH2677
 AH2677;                    North         East     Units Scale Factor Converg.
 AH2677;SPC NC       -   197,603.259   430,991.802   MT  0.99988314   -1 08 11.9
 AH2677;SPC NC       -   648,303.36  1,414,012.27   sFT  0.99988314   -1 08 11.9
 AH2677;UTM  17      - 3,930,196.650   502,781.124   MT  0.99960010   +0 01 04.1
 AH2677
 AH2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2677!SPC NC       -   0.99996851  x   0.99988314  =   0.99985166
 AH2677!UTM  17      -   0.99996851  x   0.99960010  =   0.99956863
 AH2677
 AH2677                          SUPERSEDED SURVEY CONTROL
 AH2677
 AH2677  NAD 83(1986)-  35 30 55.28521(N)    080 58 09.59154(W) AD(       ) 2
 AH2677  NGVD 29 (08/11/98)  232.2    (m)          762.     (f) VERT ANG    3  
 AH2677
 AH2677.Superseded values are not recommended for survey control.
 AH2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2677.See file dsdata.txt to determine how the superseded data were derived.
 AH2677
 AH2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0278130197(NAD 83)
 AH2677_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2677_STAMPING: BIKINI 1986
 AH2677_MARK LOGO: NCGS  
 AH2677_PROJECTION: FLUSH
 AH2677_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2677+STABILITY: SURFACE MOTION
 AH2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2677+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AH2677
 AH2677  HISTORY     - Date     Condition        Report By
 AH2677  HISTORY     - 1986     MONUMENTED       NCGS
 AH2677  HISTORY     - 20010611 GOOD             USPSQD
 AH2677
 AH2677                          STATION DESCRIPTION
 AH2677
 AH2677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2677'STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST OF DENVER, AND 8.7 KM
 AH2677'(5.4 MI) SOUTH OF TERRELL. PROCEED ALONG NC 16 FOR 8.5 KM (5.3 MI)
 AH2677'NORTH FROM NC 73 (SOUTH OF DENVER), THENCE ALONG SR 1379 (WEBBS CHAPEL
 AH2677'RD) FOR 2.7 KM (1.7 MI) EAST, THENCE ALONG SR 1376 (BURTON LANE) FOR
 AH2677'1.1 KM (0.7 MI) SOUTH, TO THE ENTRANCE TO WEST CAPE CONDOMINIUMS,
 AH2677'THENCE SOUTHEAST ALONG WEST CAPE DRIVE FOR 0.3 KM (0.2 MI) TO THE
 AH2677'STATION, NEAR THE EAST SIDE OF THE SWIMMING POOL. MARK IS FLUSH WITH
 AH2677'GROUND.  LOCATED 55.9 M (183.4 FT) SOUTHWEST OF THE CENTERLINE OF WEST
 AH2677'CAPE DRIVE, 13.11 M (43.01 FT) SOUTH-SOUTHEAST OF THE NORTHEAST FENCE
 AH2677'CORNER POST FOR POOL, 16.64 M (54.59 FT) EAST OF THE SOUTHEAST FENCE
 AH2677'CORNER POST FOR POOL, 18.81 M (61.71 FT) NORTH-NORTHEAST OF A CONCRETE
 AH2677'CULVERT, AND 27.71 M (90.91 FT) WEST OF AN 8-INCH OAK WITH A REFERENCE
 AH2677'TAG.
 AH2677
 AH2677                          STATION RECOVERY (2001)
 AH2677
 AH2677'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2677'MARKER IS IN GOOD CONDITION, BUT THERE ARE NO REFERENCE TAGS ON ANY
 AH2677'TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2644 ***********************************************************************
 FZ2644  DESIGNATION -  BILBO
 FZ2644  PID         -  FZ2644
 FZ2644  STATE/COUNTY-  NC/WILKES
 FZ2644  USGS QUAD   -  MORAVIAN FALLS (1966)
 FZ2644
 FZ2644                         *CURRENT SURVEY CONTROL
 FZ2644  ___________________________________________________________________
 FZ2644* NAD 83(2001)-  36 05 52.28281(N)    081 10 34.84605(W)     ADJUSTED  
 FZ2644* NAVD 88     -       354.2    (meters)    1162.     (feet)  VERTCON   
 FZ2644  ___________________________________________________________________
 FZ2644  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FZ2644  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 FZ2644  HORZ ORDER  -  SECOND
 FZ2644
 FZ2644.The horizontal coordinates were established by classical geodetic methods
 FZ2644.and adjusted by the National Geodetic Survey in August 2005.
 FZ2644
 FZ2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2644
 FZ2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2644
 FZ2644.The geoid height was determined by GEOID03.
 FZ2644
 FZ2644;                    North         East     Units Scale Factor Converg.
 FZ2644;SPC NC       -   262,606.718   413,635.858   MT  0.99998152   -1 15 22.0
 FZ2644;SPC NC       -   861,568.87  1,357,070.31   sFT  0.99998152   -1 15 22.0
 FZ2644;UTM  17      - 3,994,816.633   484,125.994   MT  0.99960310   -0 06 14.0
 FZ2644
 FZ2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2644!SPC NC       -   0.99994959  x   0.99998152  =   0.99993111
 FZ2644!UTM  17      -   0.99994959  x   0.99960310  =   0.99955271
 FZ2644
 FZ2644                          SUPERSEDED SURVEY CONTROL
 FZ2644
 FZ2644  NAD 83(1995)-  36 05 52.28548(N)    081 10 34.84863(W) AD(       ) 2
 FZ2644  NAD 83(1993)-  36 05 52.28954(N)    081 10 34.85216(W) AD(       ) 2
 FZ2644  NAD 83(1986)-  36 05 52.28535(N)    081 10 34.85582(W) AD(       ) 2
 FZ2644  NGVD 29 (06/26/91)  354.4    (m)         1163.     (f) VERT ANG    3  
 FZ2644
 FZ2644.Superseded values are not recommended for survey control.
 FZ2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2644.See file dsdata.txt to determine how the superseded data were derived.
 FZ2644
 FZ2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8412694817(NAD 83)
 FZ2644_MARKER: DE = TRAVERSE STATION DISK
 FZ2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2644+STABILITY: SURFACE MOTION
 FZ2644
 FZ2644  HISTORY     - Date     Condition        Report By
 FZ2644  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2644
 FZ2644                          STATION DESCRIPTION
 FZ2644
 FZ2644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2644'THE STATION IS LOCATED 0.4 MI EAST OF MORAVIAN FALLS AND 3.6 MI
 FZ2644'SOUTH-SOUTHWEST OF WILKESBORO.
 FZ2644'
 FZ2644'TO REACH THE STATION FROM THE NC 16-18 OVERPASS OF US 421 SOUTH OF
 FZ2644'WILKESBORO, PROCEED SOUTH ALONG NC 16-18 FOR 2.9 MI TO SR 2467
 FZ2644'(COUTRY CLUB ROAD) AND THE STATION NORTHEAST OF THE INTERSECTION.
 FZ2644'
 FZ2644'THE STATION IS A STANDARD NCGS DISK
 FZ2644'STAMPED---BILBO 1980---,
 FZ2644'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2644'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2644'41.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF NC 16-18,
 FZ2644'72.7 FEET NORTHEAST OF THE CENTERLINE INTERSECTION OF NC 16-18 AND
 FZ2644'SR 2467,
 FZ2644'44.4 FEET SOUTHWEST OF THE RIGHT-OF-WAY MONUMENT AT THE FENCE
 FZ2644'CORNER,
 FZ2644'44.0 FEET WEST OF A RIGHT-OF-WAY MONUMENT, AND
 FZ2644'19.9 FEET SOUTH OF AN 18 INCH METAL PIPE.
 FZ2644'
 FZ2644'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6462 ***********************************************************************
 EZ6462  DESIGNATION -  BILBOA
 EZ6462  PID         -  EZ6462
 EZ6462  STATE/COUNTY-  NC/DURHAM
 EZ6462  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ6462
 EZ6462                         *CURRENT SURVEY CONTROL
 EZ6462  ___________________________________________________________________
 EZ6462* NAD 83(2001)-  35 57 38.02645(N)    078 51 51.72673(W)     ADJUSTED  
 EZ6462* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 EZ6462  ___________________________________________________________________
 EZ6462  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 EZ6462  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EZ6462  HORZ ORDER  -  SECOND
 EZ6462
 EZ6462.The horizontal coordinates were established by classical geodetic methods
 EZ6462.and adjusted by the National Geodetic Survey in August 2005.
 EZ6462
 EZ6462.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6462
 EZ6462.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6462
 EZ6462.The geoid height was determined by GEOID03.
 EZ6462
 EZ6462;                    North         East     Units Scale Factor Converg.
 EZ6462;SPC NC       -   245,233.389   621,835.711   MT  0.99994899   +0 04 41.8
 EZ6462;SPC NC       -   804,569.88  2,040,139.33   sFT  0.99994899   +0 04 41.8
 EZ6462;UTM  17      - 3,981,682.604   692,589.135   MT  1.00005705   +1 15 16.2
 EZ6462
 EZ6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6462!SPC NC       -   0.99998835  x   0.99994899  =   0.99993734
 EZ6462!UTM  17      -   0.99998835  x   1.00005705  =   1.00004540
 EZ6462
 EZ6462                          SUPERSEDED SURVEY CONTROL
 EZ6462
 EZ6462  NAD 83(1986)-  35 57 38.03026(N)    078 51 51.73293(W) AD(       ) 2
 EZ6462  NGVD 29 (03/03/92)  106.0    (m)          348.     (f) VERT ANG    3  
 EZ6462
 EZ6462.Superseded values are not recommended for survey control.
 EZ6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6462.See file dsdata.txt to determine how the superseded data were derived.
 EZ6462
 EZ6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9258981683(NAD 83)
 EZ6462_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6462_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6462+STABILITY: SURFACE MOTION
 EZ6462
 EZ6462  HISTORY     - Date     Condition        Report By
 EZ6462  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6462
 EZ6462                          STATION DESCRIPTION
 EZ6462
 EZ6462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6462'STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF DURHAM AND
 EZ6462'16.1 KM (10.0 MI) NORTH-NORTHWEST OF MORRISVILLE.
 EZ6462'
 EZ6462'ALONG NORTH-SOUTH FREEWAY, 0.5 KM (0.3 MI) NORTH OF SR 1940
 EZ6462'OVERPASS, IN SHOULDER OF NORTHBOUND LANE AND 1.1 KM (0.7 MI)
 EZ6462'SOUTHEAST OF ELLIS ROAD (SR 1171) UNDERPASS.
 EZ6462'
 EZ6462'THE STATION IS A STANDARD NCGS DISK STAMPED---BILBOA 1984---,
 EZ6462'SET INTO THE TOP OF ROUND CONCRETE MONUMENT
 EZ6462'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 EZ6462'8.2 METERS (27.0 FT) EAST OF EDGE OF PAVEMENT OF NORTHBOUND
 EZ6462'LANES--AND
 EZ6462'13.2 METERS (43.3 FT) WEST OF 4 INCH PINE,
 EZ6462'18.3 METERS (60.0 FT) SOUTH-SOUTHWEST OF 12 INCH HICKORY AND
 EZ6462'19.6 METERS (64.2 FT) NORTHWEST OF 6 INCH PINE--ALL WITH REFERENCE
 EZ6462'TAGS.
 EZ6462'
 EZ6462'MARK IS 0.6 METER BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1095 ***********************************************************************
 FA1095  DESIGNATION -  BILES
 FA1095  PID         -  FA1095
 FA1095  STATE/COUNTY-  NC/STANLY
 FA1095  USGS QUAD   -  NEW LONDON (1994)
 FA1095
 FA1095                         *CURRENT SURVEY CONTROL
 FA1095  ___________________________________________________________________
 FA1095* NAD 83(2001)-  35 26 43.09880(N)    080 13 05.68876(W)     ADJUSTED  
 FA1095* NAVD 88     -       224.497  (meters)     736.54   (feet)  ADJUSTED  
 FA1095  ___________________________________________________________________
 FA1095  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 FA1095  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA1095  DYNAMIC HT  -         224.300 (meters)     735.89  (feet)  COMP
 FA1095  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 FA1095
 FA1095  HORZ ORDER  -  SECOND
 FA1095  VERT ORDER  -  SECOND    CLASS II
 FA1095
 FA1095.The horizontal coordinates were established by classical geodetic methods
 FA1095.and adjusted by the National Geodetic Survey in August 2005.
 FA1095
 FA1095.The orthometric height was determined by differential leveling
 FA1095.and adjusted in June 1991.
 FA1095
 FA1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1095
 FA1095.The geoid height was determined by GEOID03.
 FA1095
 FA1095.The dynamic height is computed by dividing the NAVD 88
 FA1095.geopotential number by the normal gravity value computed on the
 FA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1095.degrees latitude (g = 980.6199 gals.).
 FA1095
 FA1095.The modeled gravity was interpolated from observed gravity values.
 FA1095
 FA1095;                    North         East     Units Scale Factor Converg.
 FA1095;SPC NC       -   188,739.296   499,011.785   MT  0.99987828   -0 42 11.3
 FA1095;SPC NC       -   619,222.17  1,637,174.50   sFT  0.99987828   -0 42 11.3
 FA1095;UTM  17      - 3,922,708.242   570,948.370   MT  0.99966203   +0 27 12.2
 FA1095
 FA1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1095!SPC NC       -   0.99996952  x   0.99987828  =   0.99984780
 FA1095!UTM  17      -   0.99996952  x   0.99966203  =   0.99963156
 FA1095
 FA1095:                Primary Azimuth Mark                     Grid Az
 FA1095:SPC NC       -  HIGHLAND                                 074 47 08.2
 FA1095:UTM  17      -  HIGHLAND                                 073 37 44.7
 FA1095
 FA1095|---------------------------------------------------------------------|
 FA1095| PID    Reference Object                     Distance      Geod. Az  |
 FA1095|                                                           dddmmss.s |
 FA1095| FA1101 HIGHLAND                            APPROX. 0.7 KM 0740456.9 |
 FA1095| FA1096 NEW LONDON                           66.042 METERS 31231     |
 FA1095|---------------------------------------------------------------------|
 FA1095
 FA1095                          SUPERSEDED SURVEY CONTROL
 FA1095
 FA1095  NAD 83(1986)-  35 26 43.11122(N)    080 13 05.69685(W) AD(       ) 2
 FA1095  NAD 27      -  35 26 42.60480(N)    080 13 06.49466(W) AD(       ) 2
 FA1095  NGVD 29 (??/??/92)  224.756  (m)          737.39   (f) ADJ UNCH    2 2
 FA1095
 FA1095.Superseded values are not recommended for survey control.
 FA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1095.See file dsdata.txt to determine how the superseded data were derived.
 FA1095
 FA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7094822708(NAD 83)
 FA1095_MARKER: DD = SURVEY DISK
 FA1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1095_STAMPING: BILES 1974
 FA1095
 FA1095  HISTORY     - Date     Condition        Report By
 FA1095  HISTORY     - UNK      MONUMENTED
 FA1095  HISTORY     - 1974     GOOD             NCGS
 FA1095  HISTORY     - 1986     GOOD             USPSQD
 FA1095  HISTORY     - 1986     GOOD             USPSQD
 FA1095
 FA1095                          STATION DESCRIPTION
 FA1095
 FA1095'DESCRIBED UNK
 FA1095'IN NEW LONDON.
 FA1095'BILES IS LOCATED APPROXIMATELY 6.6 MILES NORTH OF ALBEMARLE.  TO REACH
 FA1095'STATION FROM THE INTERSECTION OF NC 740 WITH US 52 IN NEW LONDON,
 FA1095'PROCEED EASTERLY ALONG NC 740 FOR 0.1 MILE TO STATION ON THE RIGHT IN
 FA1095'FRONT OF A TWO STORY BRICK HOUSE, AND ON THE PROPERTY OF BILES
 FA1095'RESIDENCE.  21.5 FT. SSE OF C/L OF NC 740 (EAST GOLD STREET), 21.7 FT.
 FA1095'ENE OF C/L OF GRAVELED DRIVEWAY, 54.4 FT. ESE OF C/L INTERSECTION OF
 FA1095'EAST GOLD STREET AND NORTH REEVES ALLEY, 33.4 FT. ENE OF PP WITH
 FA1095'TRANSFORMER AND LIGHT WITH ALUMINUM REF. TAG, 52.5 FT. SE OF TP WITH
 FA1095'ALUMINUM REF. TAG, AND 3.3 FT. WSW OF CENTER OF WATER METER COVER.
 FA1095'DISK IS SET IN TOP OF CONCRETE CYLINDER 1 INCH BELOW THE GROUND.
 FA1095
 FA1095                          STATION RECOVERY (1974)
 FA1095
 FA1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1095'BILES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1095'THE VICINITY OF NEW LONDON, NORTH CAROLINA.
 FA1095'
 FA1095'BILES IS LOCATED IN NEW LONDON, AND 6.6 MILES NORTH OF
 FA1095'ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION OF NC 740 WITH
 FA1095'U.S. 52 IN NEW LONDON, PROCEED EASTERLY ALONG NC 740 FOR 0.1 MILE
 FA1095'TO STATION ON THE RIGHT IN FRONT OF A TWO STORY BRICK HOUSE, AND
 FA1095'ON THE PROPERTY OF BILES RESIDENCE.
 FA1095'
 FA1095'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1095'BILES 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1095'WHICH IS 1 INCH BELOW THE GROUND.
 FA1095'
 FA1095'MARK IS 21.5 FT SSE OF C/L OF NC 740 (EAST GOLD STREET)
 FA1095'
 FA1095'21.7 FT ENE OF C/L OF GRAVELED DRIVEWAY
 FA1095'
 FA1095'54.4 FT ESE OF C/L INTERSECTION OF EAST GOLD STREET AND NORTH
 FA1095'REEVES ALLEY
 FA1095'
 FA1095'33.4 FT ENE OF PP WITH TRANSFORMER AND LIGHT WITH ALUMINUM
 FA1095'REF. TAG
 FA1095'
 FA1095'52.5 FT SE OF TP WITH ALUMINUM REF. TAG
 FA1095'
 FA1095'3.3 FT WSW OF CENTER OF WATER METER COVER
 FA1095
 FA1095                          STATION RECOVERY (1986)
 FA1095
 FA1095'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 FA1095'RECOVERED IN GOOD CONDITION.
 FA1095
 FA1095                          STATION RECOVERY (1986)
 FA1095
 FA1095'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1158 ***********************************************************************
 EA1158  DESIGNATION -  BILL
 EA1158  PID         -  EA1158
 EA1158  STATE/COUNTY-  NC/ONSLOW
 EA1158  USGS QUAD   -  RICHLANDS (1981)
 EA1158
 EA1158                         *CURRENT SURVEY CONTROL
 EA1158  ___________________________________________________________________
 EA1158* NAD 83(2001)-  34 54 51.93017(N)    077 35 38.86833(W)     ADJUSTED  
 EA1158* NAVD 88     -        21.322  (meters)      69.95   (feet)  ADJUSTED  
 EA1158  ___________________________________________________________________
 EA1158  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EA1158  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 EA1158  DYNAMIC HT  -          21.302 (meters)      69.89  (feet)  COMP
 EA1158  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 EA1158
 EA1158  HORZ ORDER  -  SECOND
 EA1158  VERT ORDER  -  SECOND    CLASS I
 EA1158
 EA1158.The horizontal coordinates were established by classical geodetic methods
 EA1158.and adjusted by the National Geodetic Survey in August 2005.
 EA1158
 EA1158.The orthometric height was determined by differential leveling
 EA1158.and adjusted in June 1991.
 EA1158
 EA1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1158
 EA1158.The geoid height was determined by GEOID03.
 EA1158
 EA1158.The dynamic height is computed by dividing the NAVD 88
 EA1158.geopotential number by the normal gravity value computed on the
 EA1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1158.degrees latitude (g = 980.6199 gals.).
 EA1158
 EA1158.The modeled gravity was interpolated from observed gravity values.
 EA1158
 EA1158;                    North         East     Units Scale Factor Converg.
 EA1158;SPC NC       -   130,079.657   738,055.532   MT  0.99988982   +0 48 41.1
 EA1158;SPC NC       -   426,769.67  2,421,437.19   sFT  0.99988982   +0 48 41.1
 EA1158;UTM  18      - 3,866,625.141   263,007.005   MT  1.00029229   -1 29 07.6
 EA1158
 EA1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1158!SPC NC       -   1.00000241  x   0.99988982  =   0.99989223
 EA1158!UTM  18      -   1.00000241  x   1.00029229  =   1.00029470
 EA1158
 EA1158|---------------------------------------------------------------------|
 EA1158| PID    Reference Object                     Distance      Geod. Az  |
 EA1158|                                                           dddmmss.s |
 EA1158| EA2897 OVER                                289.571 METERS 02537     |
 EA1158| EA1159 FEED                                APPROX. 0.6 KM 1022116.0 |
 EA1158|---------------------------------------------------------------------|
 EA1158
 EA1158                          SUPERSEDED SURVEY CONTROL
 EA1158
 EA1158  NAD 83(1986)-  34 54 51.93998(N)    077 35 38.88075(W) AD(       ) 2
 EA1158  NAD 27      -  34 54 51.34839(N)    077 35 39.99568(W) AD(       ) 2
 EA1158  NGVD 29 (??/??/92)   21.638  (m)           70.99   (f) ADJ UNCH    2 1
 EA1158
 EA1158.Superseded values are not recommended for survey control.
 EA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1158.See file dsdata.txt to determine how the superseded data were derived.
 EA1158
 EA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6300766625(NAD 83)
 EA1158_MARKER: DE = TRAVERSE STATION DISK
 EA1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1158_SP_SET: CONCRETE POST
 EA1158_STAMPING: BILL 1975
 EA1158_MARK LOGO: NCGS  
 EA1158_PROJECTION: RECESSED 15 CENTIMETERS
 EA1158_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1158+STABILITY: SURFACE MOTION
 EA1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1158+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EA1158
 EA1158  HISTORY     - Date     Condition        Report By
 EA1158  HISTORY     - 1975     MONUMENTED       NCGS
 EA1158  HISTORY     - 1977     GOOD             NCGS
 EA1158  HISTORY     - 19990426 SEE DESCRIPTION  NCGS
 EA1158  HISTORY     - 20010314 MARK NOT FOUND   NCGS
 EA1158
 EA1158                          STATION DESCRIPTION
 EA1158
 EA1158'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1158'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA1158'VICINITY OF RICHLANDS, NORTH CAROLINA.
 EA1158'
 EA1158'BILL IS LOCATED APPROXIMATELY 2.9 MILES WNW OF RICHLANDS.  TO
 EA1158'REACH STATION FROM INTERSECTION OF NC 24 WITH U.S. 258 (S. BOUND
 EA1158'LANE) NORTHWEST OF RICHLANDS, PROCEED WEST ALONG NC 24 FOR 0.25
 EA1158'MILE TO STATION ON LEFT AT A FIELD ENTRANCE ROAD TO A TOBACCO
 EA1158'CURING BARN AND ACROSS HIGHWAY FROM BILLY R. TAYLORS MOBILE HOME.
 EA1158'
 EA1158'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1158'BILL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1158'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1158'
 EA1158'MARK IS 20.1 FT SW OF C/L NC 24
 EA1158'
 EA1158'14.5 FT W OF C/L ENTRANCE TO FIELD
 EA1158'
 EA1158'7.7 FT N OF WEST END OF A 15 INCH CULVERT AT ENTRANCE TO FIELD
 EA1158'
 EA1158'120.3 FT E OF A PP 19 WITH ALUMINUM REF. TAG
 EA1158'
 EA1158'73.8 FT SW OF A 6 INCH GUM TREE WITH ALUMINUM REF. TAG
 EA1158
 EA1158                          STATION RECOVERY (1977)
 EA1158
 EA1158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA1158'2.9 MI WNW FROM RICHLANDS.
 EA1158'TO REACH STATION FROM INTERSECTION OF NC 24 WITH US 258 SOUTH BOUND
 EA1158'LANE NORTHWEST OF RICHLANDS, PROCEED WEST ALONG NC 24 FOR 0.25 MILE
 EA1158'TO STATION ON LEFT AT A FIELD ENTRANCE ROAD TO A TOBACCO CURING BARN
 EA1158'AND ACROSS HIGHWAY FROM BILLY R. TAYLORS MOBILE HOME, 20.1 FT. SW OF
 EA1158'C/L OF NC 24, 14.5 FT. WEST OF C/L ENTRANCE TO FIELD, 7.7 FT. NORTH OF
 EA1158'WEST END OF 15 INCH CULVERT AT ENTRANCE TO FIELD, 120.3 FT. EAST OF PP
 EA1158'NUMBER 19 WITH ALUMINUM REF. TAG AND 73.8 FT. SW OF 6 INCH GUM TREE
 EA1158'WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, THE
 EA1158'TOP OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1158
 EA1158                          STATION RECOVERY (1999)
 EA1158
 EA1158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1158'MARK WAS SEARCHED FOR BUT NOT FOUND. NEW FOUR LANE HIGHWAY AT
 EA1158'REFERENCED AREA. REFERENCES PULLED FALL IN NEW ASPHALT.
 EA1158
 EA1158                          STATION RECOVERY (2001)
 EA1158
 EA1158'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA1158'NOT FOUND PROBABLY LOST TO NEW 4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1952 ***********************************************************************
 EZ1952  DESIGNATION -  BILL
 EZ1952  PID         -  EZ1952
 EZ1952  STATE/COUNTY-  NC/CHATHAM
 EZ1952  USGS QUAD   -  NEW HILL (1983)
 EZ1952
 EZ1952                         *CURRENT SURVEY CONTROL
 EZ1952  ___________________________________________________________________
 EZ1952* NAD 83(2001)-  35 38 38.20985(N)    078 59 39.03298(W)     ADJUSTED  
 EZ1952* NAVD 88     -        85.715  (meters)     281.22   (feet)  ADJUSTED  
 EZ1952  ___________________________________________________________________
 EZ1952  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 EZ1952  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 EZ1952  DYNAMIC HT  -          85.641 (meters)     280.97  (feet)  COMP
 EZ1952  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 EZ1952
 EZ1952  HORZ ORDER  -  SECOND
 EZ1952  VERT ORDER  -  FIRST     CLASS II
 EZ1952
 EZ1952.The horizontal coordinates were established by classical geodetic methods
 EZ1952.and adjusted by the National Geodetic Survey in August 2005.
 EZ1952
 EZ1952.The orthometric height was determined by differential leveling
 EZ1952.and adjusted in June 1991.
 EZ1952
 EZ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1952
 EZ1952.The geoid height was determined by GEOID03.
 EZ1952
 EZ1952.The dynamic height is computed by dividing the NAVD 88
 EZ1952.geopotential number by the normal gravity value computed on the
 EZ1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1952.degrees latitude (g = 980.6199 gals.).
 EZ1952
 EZ1952.The modeled gravity was interpolated from observed gravity values.
 EZ1952
 EZ1952;                    North         East     Units Scale Factor Converg.
 EZ1952;SPC NC       -   210,097.655   610,128.644   MT  0.99989595   +0 00 12.1
 EZ1952;SPC NC       -   689,295.39  2,001,730.39   sFT  0.99989595   +0 00 12.1
 EZ1952;UTM  17      - 3,946,311.024   681,601.292   MT  1.00000641   +1 10 09.1
 EZ1952
 EZ1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1952!SPC NC       -   0.99999155  x   0.99989595  =   0.99988750
 EZ1952!UTM  17      -   0.99999155  x   1.00000641  =   0.99999796
 EZ1952
 EZ1952:                Primary Azimuth Mark                     Grid Az
 EZ1952:SPC NC       -  OVERPASS                                 270 47 42.4
 EZ1952:UTM  17      -  OVERPASS                                 269 37 45.4
 EZ1952
 EZ1952|---------------------------------------------------------------------|
 EZ1952| PID    Reference Object                     Distance      Geod. Az  |
 EZ1952|                                                           dddmmss.s |
 EZ1952| EZ1953 OVERPASS                            APPROX. 0.7 KM 2704754.5 |
 EZ1952|---------------------------------------------------------------------|
 EZ1952
 EZ1952                          SUPERSEDED SURVEY CONTROL
 EZ1952
 EZ1952  NAD 83(1986)-  35 38 38.21448(N)    078 59 39.04345(W) AD(       ) 2
 EZ1952  NAD 27      -  35 38 37.67806(N)    078 59 40.00376(W) AD(       ) 2
 EZ1952  NGVD 29 (07/19/86)   86.1    (m)          282.     (f) VERT ANG    3  
 EZ1952
 EZ1952.Superseded values are not recommended for survey control.
 EZ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1952.See file dsdata.txt to determine how the superseded data were derived.
 EZ1952
 EZ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8160146311(NAD 83)
 EZ1952_MARKER: DE = TRAVERSE STATION DISK
 EZ1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1952_SP_SET: CONCRETE POST
 EZ1952_STAMPING: BILL 1970
 EZ1952_MARK LOGO: NCGS  
 EZ1952_PROJECTION: FLUSH
 EZ1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1952+STABILITY: SURFACE MOTION
 EZ1952
 EZ1952  HISTORY     - Date     Condition        Report By
 EZ1952  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1952  HISTORY     - 1980     GOOD             NCGS
 EZ1952  HISTORY     - 1980     GOOD             NCGS
 EZ1952
 EZ1952                          STATION DESCRIPTION
 EZ1952
 EZ1952'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1952'BILL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1952'VICINITY OF MERRY OAKS, NORTH CAROLINA.
 EZ1952'
 EZ1952'BILL IS LOCATED APPROXIMATELY 0.75 MILE EAST OF MERRY OAKS.  TO
 EZ1952'REACH STATION PROCEED FROM THE SOUTH END OF BRIDGE ON US 1 OVER OLD
 EZ1952'US 1 AND THE SEABOARD COAST LINE RAILROAD, GO NORTH ON US 1 FOR
 EZ1952'0.45 MILE TO STATION ON THE RIGHT, BETWEEN STEEL POLES FOR APEX AND
 EZ1952'RALEIGH SIGN AND 0.6 MILE SOUTH OF THE WAKE AND CHATHAM COUNTY LINE.
 EZ1952'
 EZ1952'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BILL
 EZ1952'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ1952'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1952'
 EZ1952'MARK IS--
 EZ1952'28.5 FEET S OF C/L OF US 1.
 EZ1952'17.6 FEET S OF NO. 355 PRESSED IN CONCRETE OF N BOUND LANE.
 EZ1952'100.8 FEET SSE OF CATCH BASIN.
 EZ1952'2.7 FEET SSW OF N METAL POST OF APEX 11 MILES, RALEIGH 23 MILES
 EZ1952'SIGN.  2.8 FEET N OF S METAL POST OF APEX 11 MILES, RALEIGH 23 MILES
 EZ1952'SIGN.  61.4 FEET NW OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ1952'53.0 FEET NNE OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ1952'59.5 FEET NNE OF 10 INCH MAPLE WITH ALUMINUM REF. TAG.
 EZ1952'98.8 FEET W OF S END OF CULVERT UNDER US 1.
 EZ1952
 EZ1952                          STATION RECOVERY (1980)
 EZ1952
 EZ1952'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ1952'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 EZ1952'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EZ1952'
 EZ1952'THE STATION IS LOCATED APPROXIMATELY 0.7 MILE EAST OF MERRY OAKS AND
 EZ1952'4.9 MILES EAST-NORTHEAST OF MONCURE.
 EZ1952'
 EZ1952'TO REACH THE STATION FROM THE US 1 OVERPASS OF SR 1011 (OLD US 1) AND
 EZ1952'THE SEABOARD COAST LINE RAILROAD AT MERRY OAKS, PROCEED EAST ALONG
 EZ1952'US 1 FOR 0.45 MILE TO THE STATION ON THE RIGHT, 0.6 MILE WEST OF THE
 EZ1952'CHATHAM-WAKE COUNTY LINE AND UNDER AN--APEX 11, RALEIGH 23--MILAGE
 EZ1952'SIGN.
 EZ1952'
 EZ1952'STATION MARK IS A STANDARD DISK STAMPED---BILL 1970--- SET IN THE TOP
 EZ1952'OF AN 8 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 EZ1952'SURFACE.  THE MARK IS 28.9 FEET SOUTH OF THE CENTERLINE OF US 1,
 EZ1952'1.7 FEET SOUTH OF THE NORTH SIGN POLE BASE, 2.2 FEET NORTH OF THE
 EZ1952'SOUTH SIGN POLE BASE, 17.9 FEET SOUTH OF THE NUMBER-355-IMPRINTED IN
 EZ1952'THE EDGE OF THE HIGHWAY PAVEMENT, 61.2 FEET NORTHWEST OF A 10 PINE
 EZ1952'WITH REFERENCE TAG, 59.7 FEET NORTH-NORTHEAST OF A
 EZ1952'10 INCH OAK WITH REFERENCE TAG AND 98.8 FEET WEST OF THE SOUTH END OF
 EZ1952'A HIGHWAY CULVERT.
 EZ1952
 EZ1952                          STATION RECOVERY (1980)
 EZ1952
 EZ1952'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1952'4.9 MI ENE FROM MONCURE.
 EZ1952'0.45 MILE EAST ALONG U.S. 1 FROM OVERPASS OF SR 1011-OLD U.S. 1-
 EZ1952'AND SEABOARD COAST LINE RAILROAD AT MERRY OAKS, AND BETWEEN THE
 EZ1952'TWO SUPPORT POSTS OF A -APEX 11 AND RALEIGH 23- MILEAGE SIGN,
 EZ1952'28.9 FEET SOUTH OF CENTERLINE OF HIGHWAY, 17.9 FEET SOUTH OF
 EZ1952'HIGHWAY STATION NUMBER 355 IMPRINTED IN SOUTH EDGE OF HIGHWAY,
 EZ1952'1.7 FEET SOUTH OF BASE OF NORTH SUPPORT POST, 2.2 FEET NORTH OF
 EZ1952'BASE OF SOUTH SUPPORT POST, 61.2 FEET NORTHWEST OF 10 INCH PINE
 EZ1952'WITH REFERENCE TAG AND 59.7 FEET NORTHEAST OF 10 INCH OAK WITH
 EZ1952'REFERENCE TAG.
 EZ1952'THE MARK IS 0.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1837 ***********************************************************************
 FA1837  DESIGNATION -  BILL
 FA1837  PID         -  FA1837
 FA1837  STATE/COUNTY-  NC/DAVIDSON
 FA1837  USGS QUAD   -  LEXINGTON WEST (1994)
 FA1837
 FA1837                         *CURRENT SURVEY CONTROL
 FA1837  ___________________________________________________________________
 FA1837* NAD 83(2001)-  35 48 12.70691(N)    080 17 31.68547(W)     ADJUSTED  
 FA1837* NAVD 88     -       226.07   (+/-2cm)     741.7    (feet)  VERTCON   
 FA1837  ___________________________________________________________________
 FA1837  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 FA1837  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FA1837  HORZ ORDER  -  SECOND
 FA1837  VERT ORDER  -  THIRD ? (See Below)
 FA1837
 FA1837.The horizontal coordinates were established by classical geodetic methods
 FA1837.and adjusted by the National Geodetic Survey in August 2005.
 FA1837
 FA1837.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1837.The vertical order pertains to the NGVD 29 superseded value.
 FA1837
 FA1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1837
 FA1837.The geoid height was determined by GEOID03.
 FA1837
 FA1837;                    North         East     Units Scale Factor Converg.
 FA1837;SPC NC       -   228,562.319   492,822.061   MT  0.99991886   -0 44 44.8
 FA1837;SPC NC       -   749,874.87  1,616,867.05   sFT  0.99991886   -0 44 44.8
 FA1837;UTM  17      - 3,962,388.513   563,956.590   MT  0.99965040   +0 24 50.8
 FA1837
 FA1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1837!SPC NC       -   0.99996945  x   0.99991886  =   0.99988831
 FA1837!UTM  17      -   0.99996945  x   0.99965040  =   0.99961986
 FA1837
 FA1837:                Primary Azimuth Mark                     Grid Az
 FA1837:SPC NC       -  SINKER                                   027 34 59.0
 FA1837:UTM  17      -  SINKER                                   026 25 23.4
 FA1837
 FA1837|---------------------------------------------------------------------|
 FA1837| PID    Reference Object                     Distance      Geod. Az  |
 FA1837|                                                           dddmmss.s |
 FA1837| FA1853 SINKER                              APPROX. 1.6 KM 0265014.2 |
 FA1837|---------------------------------------------------------------------|
 FA1837
 FA1837                          SUPERSEDED SURVEY CONTROL
 FA1837
 FA1837  NAD 83(1986)-  35 48 12.71501(N)    080 17 31.69107(W) AD(       ) 2
 FA1837  NAD 27      -  35 48 12.22144(N)    080 17 32.50321(W) AD(       ) 2
 FA1837  NGVD 29 (07/19/86)  226.28   (m)          742.4    (f) LEVELING    3  
 FA1837
 FA1837.Superseded values are not recommended for survey control.
 FA1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1837.See file dsdata.txt to determine how the superseded data were derived.
 FA1837
 FA1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6395762389(NAD 83)
 FA1837_MARKER: DE = TRAVERSE STATION DISK
 FA1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1837_STAMPING: BILL 1966
 FA1837_MARK LOGO: NCGS  
 FA1837_PROJECTION: FLUSH
 FA1837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1837+STABILITY: SURFACE MOTION
 FA1837
 FA1837  HISTORY     - Date     Condition        Report By
 FA1837  HISTORY     - 1966     MONUMENTED       NCGS
 FA1837  HISTORY     - 19870901 GOOD             NCGS
 FA1837
 FA1837                          STATION DESCRIPTION
 FA1837
 FA1837'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 FA1837'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1837'IN THE VICINITY OF LEXINGTON, NORTH CAROLINA.
 FA1837'
 FA1837'BILL IS 2.5 MILES SW OF LEXINGTON.  2.9 MILES NE OF LINWOOD
 FA1837'AND 2.1 MILES SW OF U.S. 64 OVERPASS OF U.S. 29-70 BYPASS.  TO
 FA1837'REACH STATION PROCEED FROM INTERSECTION OF U.S. 64 AND
 FA1837'U.S. 29-70 BYPASS SOUTHWEST ON U.S. 29-70 BYPASS FOR 1.95 MILES
 FA1837'TO STATION ON THE RIGHT (WEST) ON TOP OF 15 FOOT CUT.  FROM
 FA1837'INTERSECTION OF OLD SALISBURY RD. (SR 1147) AND SR 1278 (DIRT
 FA1837'ROAD PARALLEL WITH U.S. 29-70) GO NORTHEAST ON SR 1278 FOR 0.35
 FA1837'MILES TO STATION ON LEFT.
 FA1837'
 FA1837'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1837'BILL 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1837'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1837'
 FA1837'MARK IS
 FA1837'
 FA1837'79.3 FT W OF WEST EDGE OF PAVEMENT OF S BOUND LANE OF
 FA1837'U.S. 29 AND 70 BYPASS
 FA1837'
 FA1837'91.3 FT W OF C/L OF U.S. 29 AND 70 BYPASS
 FA1837'
 FA1837'1.0 FT W OF TOP OF 15 FOOT CUT
 FA1837'
 FA1837'2.0 FT E OF FENCE
 FA1837'
 FA1837'82.4 FT N OF 5 INCH POST WITH ALUMINUM REF. TAG AT EAST END
 FA1837'OF SIGN BOARD ADVERTISING QUALITY COURTS MOTEL
 FA1837'
 FA1837'79.5 FT NE OF 5 INCH POST WITH ALUMINUM REF. TAG AT WEST END
 FA1837'OF SIGN BOARD
 FA1837'
 FA1837'75.2 FT S OF TP WITH ALUMINUM REF. TAG
 FA1837'
 FA1837'10.5 FT NE OF FENCE POST WITH ALUMINUM REF. TAG
 FA1837
 FA1837                          STATION RECOVERY (1987)
 FA1837
 FA1837'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1837'STATION IS GOOD AS DESCRIBED. TELEPHONE POLE TO THE NORTH IS THE ONLY
 FA1837'REFERENCE TAG OBJECT LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3193 ***********************************************************************
 FA3193  DESIGNATION -  BILL
 FA3193  PID         -  FA3193
 FA3193  STATE/COUNTY-  NC/GASTON
 FA3193  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3193
 FA3193                         *CURRENT SURVEY CONTROL
 FA3193  ___________________________________________________________________
 FA3193* NAD 83(2001)-  35 14 52.71225(N)    081 13 26.71162(W)     ADJUSTED  
 FA3193* NAVD 88     -       233.0    (meters)     764.     (feet)  VERTCON   
 FA3193  ___________________________________________________________________
 FA3193  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 FA3193  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FA3193  HORZ ORDER  -  SECOND
 FA3193
 FA3193.The horizontal coordinates were established by classical geodetic methods
 FA3193.and adjusted by the National Geodetic Survey in August 2005.
 FA3193
 FA3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3193
 FA3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3193
 FA3193.The geoid height was determined by GEOID03.
 FA3193
 FA3193;                    North         East     Units Scale Factor Converg.
 FA3193;SPC NC       -   168,437.489   407,225.573   MT  0.99987259   -1 17 01.2
 FA3193;SPC NC       -   552,615.33  1,336,039.23   sFT  0.99987259   -1 17 01.2
 FA3193;UTM  17      - 3,900,566.189   479,613.594   MT  0.99960512   -0 07 45.6
 FA3193
 FA3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3193!SPC NC       -   0.99996835  x   0.99987259  =   0.99984095
 FA3193!UTM  17      -   0.99996835  x   0.99960512  =   0.99957348
 FA3193
 FA3193|---------------------------------------------------------------------|
 FA3193| PID    Reference Object                     Distance      Geod. Az  |
 FA3193|                                                           dddmmss.s |
 FA3193| FA3127 GEORGE                              335.369 METERS 01210     |
 FA3193| FA3194 BOXWOOD                             APPROX. 0.6 KM 1735535.1 |
 FA3193|---------------------------------------------------------------------|
 FA3193
 FA3193                          SUPERSEDED SURVEY CONTROL
 FA3193
 FA3193  NAD 83(1986)-  35 14 52.72963(N)    081 13 26.71492(W) AD(       ) 2
 FA3193  NAD 27      -  35 14 52.23472(N)    081 13 27.43060(W) AD(       ) 2
 FA3193  NGVD 29 (07/19/86)  233.2    (m)          765.     (f) VERT ANG    3  
 FA3193
 FA3193.Superseded values are not recommended for survey control.
 FA3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3193.See file dsdata.txt to determine how the superseded data were derived.
 FA3193
 FA3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7961400566(NAD 83)
 FA3193_MARKER: DE = TRAVERSE STATION DISK
 FA3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3193_STAMPING: BILL 1964
 FA3193_MARK LOGO: NCGS  
 FA3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3193+STABILITY: SURFACE MOTION
 FA3193
 FA3193  HISTORY     - Date     Condition        Report By
 FA3193  HISTORY     - 1964     MONUMENTED       NCGS
 FA3193  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA3193  HISTORY     - 19991222 GOOD             USPSQD
 FA3193
 FA3193                          STATION DESCRIPTION
 FA3193
 FA3193'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3193'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3193'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3193'
 FA3193'BILL IS 2.6 MILES WSW OF GASTONIA, LOCATED 0.25 MILES ALONG
 FA3193'DAVIS PARK RD. FROM LINWOOD RD..  0.85 MILES S FROM U.S. 29 AND
 FA3193'74.  ON W SIDE OF ROAD AT BILLS SUPERETTE AND IN SW QUADRANT
 FA3193'OF SR 1136 AND SR 1138.
 FA3193'
 FA3193'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3193'BILL 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3193'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3193'
 FA3193'MARK IS
 FA3193'
 FA3193'2.0 FT E OF ALUM. REF. TAG IN PP
 FA3193'
 FA3193'27.5 FT W OF C/L OF DAVIS PARK RD. (SR 1136)
 FA3193'
 FA3193'54.4 FT S OF SR 1138
 FA3193'
 FA3193'30.4 FT NE OF NE CORNER OF BILLS SUPERETTE
 FA3193'
 FA3193'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3193
 FA3193                          STATION RECOVERY (1987)
 FA3193
 FA3193'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA3193'MARK NOT FOUND.
 FA3193
 FA3193                          STATION RECOVERY (1999)
 FA3193
 FA3193'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3797 ***********************************************************************
 EY3797  DESIGNATION -  BILL
 EY3797  PID         -  EY3797
 EY3797  STATE/COUNTY-  NC/BEAUFORT
 EY3797  USGS QUAD   -  AURORA (1993)
 EY3797
 EY3797                         *CURRENT SURVEY CONTROL
 EY3797  ___________________________________________________________________
 EY3797* NAD 83(2001)-  35 20 37.56454(N)    076 46 27.80889(W)     ADJUSTED  
 EY3797* NAVD 88     -         3.1    (meters)      10.     (feet)  VERTCON   
 EY3797  ___________________________________________________________________
 EY3797  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EY3797  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EY3797  HORZ ORDER  -  SECOND
 EY3797
 EY3797.The horizontal coordinates were established by classical geodetic methods
 EY3797.and adjusted by the National Geodetic Survey in August 2005.
 EY3797
 EY3797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3797
 EY3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3797
 EY3797.The geoid height was determined by GEOID03.
 EY3797
 EY3797;                    North         East     Units Scale Factor Converg.
 EY3797;SPC NC       -   179,064.345   811,877.121   MT  0.99987388   +1 17 04.4
 EY3797;SPC NC       -   587,480.27  2,663,633.52   sFT  0.99987388   +1 17 04.4
 EY3797;UTM  18      - 3,912,611.321   338,755.345   MT  0.99992042   -1 01 36.0
 EY3797
 EY3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3797!SPC NC       -   1.00000536  x   0.99987388  =   0.99987924
 EY3797!UTM  18      -   1.00000536  x   0.99992042  =   0.99992578
 EY3797
 EY3797|---------------------------------------------------------------------|
 EY3797| PID    Reference Object                     Distance      Geod. Az  |
 EY3797|                                                           dddmmss.s |
 EY3797| EY3832 RAY                                 356.221 METERS 02431     |
 EY3797|---------------------------------------------------------------------|
 EY3797
 EY3797                          SUPERSEDED SURVEY CONTROL
 EY3797
 EY3797  NAD 83(1986)-  35 20 37.58136(N)    076 46 27.81597(W) AD(       ) 2
 EY3797  NAD 27      -  35 20 36.96245(N)    076 46 29.07761(W) AD(       ) 2
 EY3797  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG    3  
 EY3797
 EY3797.Superseded values are not recommended for survey control.
 EY3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3797.See file dsdata.txt to determine how the superseded data were derived.
 EY3797
 EY3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3875512611(NAD 83)
 EY3797_MARKER: DE = TRAVERSE STATION DISK
 EY3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3797_STAMPING: BILL 1966
 EY3797_MARK LOGO: NCGS  
 EY3797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3797+STABILITY: SURFACE MOTION
 EY3797
 EY3797  HISTORY     - Date     Condition        Report By
 EY3797  HISTORY     - 1966     MONUMENTED       NCGS
 EY3797  HISTORY     - 19830101 GOOD             NCGS
 EY3797
 EY3797                          STATION DESCRIPTION
 EY3797
 EY3797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3797'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3797'IN THE VICINITY OF AURORA, NORTH CAROLINA.
 EY3797'
 EY3797'BILL IS 2.9 MILES N OF AURORA.  LOCATED 2.1 MILES NNE ALONG SR
 EY3797'1942 FROM INTERSECTION OF SR 1940 AND SR 1942.  0.6 MILES S OF
 EY3797'SR 1945 ON SE SIDE OF SR 1942 AND AT CURVE IN SR 1942.
 EY3797'
 EY3797'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3797'BILL 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3797'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EY3797'
 EY3797'MARK IS
 EY3797'
 EY3797'25.9 FT E OF C/L OF SR 1942
 EY3797'
 EY3797'16.5 FT E OF YELLOW ARROW PAINTED ON SR 1942
 EY3797'
 EY3797'114.4 FT N OF PP WITH ALUMINUM REF. TAG
 EY3797'
 EY3797'14.1 FT NW OF 5 INCH PINE WITH ALUMINUM REF. TAG
 EY3797'
 EY3797'13.4 FT SW OF 4 INCH ALUMINUM REF. TAG
 EY3797'
 EY3797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY3797
 EY3797                          STATION RECOVERY (1983)
 EY3797
 EY3797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3797'RECOVERED IN GOOD CONDITION.  SR 1942 EAST FROM THE INTERSECTION WITH
 EY3797'NC 306 IS NOW AN ABANDONED GRAVEL ROAD AND IS NOT AN SR.  STATION IS
 EY3797'LOCATED AT THE INTERSECTION OF OLD SR 1942 WITH A GRAVEL ROAD SOUTH.
 EY3797'MARK IS LOCATED 8.84 M (29.00 FT) SOUTHEAST OF THE CENTERLINE OF A
 EY3797'GRAVEL ROAD, 17.07 M (56.00 FT) SOUTHWEST OF THE CENTERLINE OF A
 EY3797'GRAVEL ROAD--AND 22.98 M (75.39 FT) NORTH-NORTHWEST OF A 10-INCH PINE,
 EY3797'24.72 M (81.10 FT) NORTH-NORTHEAST OF A 10-INCH PINE--BOTH WITH
 EY3797'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3278 ***********************************************************************
 FY3278  DESIGNATION -  BILL
 FY3278  PID         -  FY3278
 FY3278  STATE/COUNTY-  NC/ALAMANCE
 FY3278  USGS QUAD   -  MEBANE (1994)
 FY3278
 FY3278                         *CURRENT SURVEY CONTROL
 FY3278  ___________________________________________________________________
 FY3278* NAD 83(2001)-  36 04 26.22014(N)    079 17 08.22795(W)     ADJUSTED  
 FY3278* NAVD 88     -       206.2    (meters)     677.     (feet)  VERTCON   
 FY3278  ___________________________________________________________________
 FY3278  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FY3278  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FY3278  HORZ ORDER  -  SECOND
 FY3278
 FY3278.The horizontal coordinates were established by classical geodetic methods
 FY3278.and adjusted by the National Geodetic Survey in August 2005.
 FY3278
 FY3278.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3278
 FY3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3278
 FY3278.The geoid height was determined by GEOID03.
 FY3278
 FY3278;                    North         East     Units Scale Factor Converg.
 FY3278;SPC NC       -   257,842.923   583,873.500   MT  0.99997544   -0 09 53.5
 FY3278;SPC NC       -   845,939.66  1,915,591.64   sFT  0.99997544   -0 09 53.5
 FY3278;UTM  17      - 3,993,510.831   654,375.836   MT  0.99989365   +1 00 34.8
 FY3278
 FY3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3278!SPC NC       -   0.99997239  x   0.99997544  =   0.99994783
 FY3278!UTM  17      -   0.99997239  x   0.99989365  =   0.99986605
 FY3278
 FY3278:                Primary Azimuth Mark                     Grid Az
 FY3278:SPC NC       -  FELTS                                    160 42 05.5
 FY3278:UTM  17      -  FELTS                                    159 31 37.2
 FY3278
 FY3278|---------------------------------------------------------------------|
 FY3278| PID    Reference Object                     Distance      Geod. Az  |
 FY3278|                                                           dddmmss.s |
 FY3278| FY3290 FELTS                               APPROX. 0.7 KM 1603212.0 |
 FY3278|---------------------------------------------------------------------|
 FY3278
 FY3278                          SUPERSEDED SURVEY CONTROL
 FY3278
 FY3278  NAD 83(1993)-  36 04 26.22318(N)    079 17 08.23885(W) AD(       ) 2
 FY3278  NAD 83(1986)-  36 04 26.22257(N)    079 17 08.23904(W) AD(       ) 2
 FY3278  NAD 27      -  36 04 25.73117(N)    079 17 09.17467(W) AD(       ) 2
 FY3278  NGVD 29 (07/19/86)  206.4    (m)          677.     (f) VERT ANG    3  
 FY3278
 FY3278.Superseded values are not recommended for survey control.
 FY3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3278.See file dsdata.txt to determine how the superseded data were derived.
 FY3278
 FY3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5437693511(NAD 83)
 FY3278_MARKER: DE = TRAVERSE STATION DISK
 FY3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3278_STAMPING: BILL 1963
 FY3278_MARK LOGO: NCGS  
 FY3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3278+STABILITY: SURFACE MOTION
 FY3278
 FY3278  HISTORY     - Date     Condition        Report By
 FY3278  HISTORY     - 1963     MONUMENTED       NCGS
 FY3278
 FY3278                          STATION DESCRIPTION
 FY3278
 FY3278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY3278'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3278'THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY3278'
 FY3278'BILL IS 10.1 MILES W OF HILLSBORO AND 1.8 MILES SSW OF
 FY3278'MEBANE.  LOCATED 0.9 MILES NE ALONG NC 119 FROM I-85.  0.7 MILES
 FY3278'SW OF SR 1007 (OAKS RD.).  0.1 MILE E OF SR 1919.  0.3 MILE W OF
 FY3278'SR 1984 ON N SIDE OF NC 119.  AND IN THE SW CORNER OF C. W. ELLIS
 FY3278'YARD.
 FY3278'
 FY3278'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3278'BILL 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3278'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3278'
 FY3278'MARK IS
 FY3278'
 FY3278'21.5 FT N OF C/L OF NC 119
 FY3278'
 FY3278'98.0 FT W OF C/L OF DRIVEWAY
 FY3278'
 FY3278'46.5 FT NNW OF 3 LEAD NAILS IN PP
 FY3278'
 FY3278'64.3 FT E OF 3 LEAD NAILS IN TP 15
 FY3278'
 FY3278'55.7 FT SW OF 3 LEAD NAILS IN 24 INCH OAK
 FY3278'
 FY3278'97.7 FT WSW OF 3 LEAD NAILS IN PP TO RESIDENCE
 FY3278'
 FY3278'116.0 FT SW OF SW CORNER OF PORCH OF ELLIS RESIDENCE
 FY3278'
 FY3278'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3434 ***********************************************************************
 FY3434  DESIGNATION -  BILL
 FY3434  PID         -  FY3434
 FY3434  STATE/COUNTY-  NC/ALAMANCE
 FY3434  USGS QUAD   -  OSSIPEE (1970)
 FY3434
 FY3434                         *CURRENT SURVEY CONTROL
 FY3434  ___________________________________________________________________
 FY3434* NAD 83(2001)-  36 10 07.21807(N)    079 31 07.02092(W)     ADJUSTED  
 FY3434* NAVD 88     -       209.9    (meters)     689.     (feet)  VERTCON   
 FY3434  ___________________________________________________________________
 FY3434  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 FY3434  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FY3434  HORZ ORDER  -  SECOND
 FY3434
 FY3434.The horizontal coordinates were established by classical geodetic methods
 FY3434.and adjusted by the National Geodetic Survey in August 2005.
 FY3434
 FY3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3434
 FY3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3434
 FY3434.The geoid height was determined by GEOID03.
 FY3434
 FY3434;                    North         East     Units Scale Factor Converg.
 FY3434;SPC NC       -   268,438.100   562,940.769   MT  1.00000056   -0 17 57.6
 FY3434;SPC NC       -   880,700.67  1,846,914.84   sFT  1.00000056   -0 17 57.6
 FY3434;UTM  17      - 4,003,673.487   633,233.189   MT  0.99981872   +0 52 27.8
 FY3434
 FY3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3434!SPC NC       -   0.99997184  x   1.00000056  =   0.99997240
 FY3434!UTM  17      -   0.99997184  x   0.99981872  =   0.99979056
 FY3434
 FY3434:                Primary Azimuth Mark                     Grid Az
 FY3434:SPC NC       -  WAGONER                                  097 24 09.7
 FY3434:UTM  17      -  WAGONER                                  096 13 44.3
 FY3434
 FY3434|---------------------------------------------------------------------|
 FY3434| PID    Reference Object                     Distance      Geod. Az  |
 FY3434|                                                           dddmmss.s |
 FY3434| FY3468 WAGONER                             439.067 METERS 0970612.1 |
 FY3434|---------------------------------------------------------------------|
 FY3434
 FY3434                          SUPERSEDED SURVEY CONTROL
 FY3434
 FY3434  NAD 83(1993)-  36 10 07.22241(N)    079 31 07.02905(W) AD(       ) 2
 FY3434  NAD 83(1986)-  36 10 07.22288(N)    079 31 07.03142(W) AD(       ) 2
 FY3434  NAD 27      -  36 10 06.73676(N)    079 31 07.94144(W) AD(       ) 2
 FY3434  NGVD 29 (07/19/86)  210.2    (m)          690.     (f) VERT ANG    3  
 FY3434
 FY3434.Superseded values are not recommended for survey control.
 FY3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3434.See file dsdata.txt to determine how the superseded data were derived.
 FY3434
 FY3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3323303673(NAD 83)
 FY3434_MARKER: DE = TRAVERSE STATION DISK
 FY3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3434_STAMPING: BILL 1968
 FY3434_MARK LOGO: NCGS  
 FY3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3434+STABILITY: SURFACE MOTION
 FY3434
 FY3434  HISTORY     - Date     Condition        Report By
 FY3434  HISTORY     - 1968     MONUMENTED       NCGS
 FY3434  HISTORY     - 19910511 GOOD             USPSQD
 FY3434
 FY3434                          STATION DESCRIPTION
 FY3434
 FY3434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3434'BILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3434'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3434'
 FY3434'BILL IS LOCATED APPROXIMATELY 6.8 MILES NORTHWEST OF
 FY3434'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY3434'SR 1554 AND SR 1558 IN OSSIPEE, GO WEST ON SR 1554 FOR 0.3 MILES TO
 FY3434'INTERSECTION OF SR 1500 AND STATION.  WHICH IS ON THE NORTH SIDE
 FY3434'OF SR 1554, OPPOSITE EAST POINT OF C/L OF INTERSECTION OF SR 1500
 FY3434'WITH SR 1554, EAST SIDE OF DRIVEWAY TO G. B. ANDERSONS
 FY3434'RESIDENCE.
 FY3434'
 FY3434'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED---BILL
 FY3434'1968---, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3434'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3434'
 FY3434'MARK IS
 FY3434'
 FY3434'29.8 FT N OF C/L OF INTERSECTION OF SR 1500 AND SR 1554
 FY3434'
 FY3434'35.0 FT E OF DRIVEWAY TO G. B. ANDERSON RESIDENCE
 FY3434'
 FY3434'62.5 FT SW OF PP ON N SIDE OF SR 1554, AND WITH ALUMINUM REF. TAG
 FY3434'
 FY3434'54.9 FT NW OF 6 INCH PINE TREE ON S SIDE OF SR 1554, AND
 FY3434'WITH ALUMINUM REF. TAG
 FY3434'
 FY3434'53.1 FT NE OF 5 INCH PINE TREE ON S SIDE OF SR 1554, AND WITH
 FY3434'ALUMINUM REF. TAG
 FY3434
 FY3434                          STATION RECOVERY (1991)
 FY3434
 FY3434'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2547 ***********************************************************************
 FY2547  DESIGNATION -  BILL
 FY2547  PID         -  FY2547
 FY2547  STATE/COUNTY-  NC/FRANKLIN
 FY2547  USGS QUAD   -  AFTON (1971)
 FY2547
 FY2547                         *CURRENT SURVEY CONTROL
 FY2547  ___________________________________________________________________
 FY2547* NAD 83(2001)-  36 15 29.17690(N)    078 14 52.20640(W)     ADJUSTED  
 FY2547* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 FY2547  ___________________________________________________________________
 FY2547  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FY2547  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FY2547  HORZ ORDER  -  SECOND
 FY2547
 FY2547.The horizontal coordinates were established by classical geodetic methods
 FY2547.and adjusted by the National Geodetic Survey in August 2005.
 FY2547
 FY2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2547
 FY2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2547
 FY2547.The geoid height was determined by GEOID03.
 FY2547
 FY2547;                    North         East     Units Scale Factor Converg.
 FY2547;SPC NC       -   278,496.193   677,198.669   MT  1.00002680   +0 26 02.9
 FY2547;SPC NC       -   913,699.59  2,221,775.97   sFT  1.00002680   +0 26 02.9
 FY2547;UTM  17      - 4,016,090.442   747,264.103   MT  1.00035338   +1 37 42.7
 FY2547
 FY2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2547!SPC NC       -   0.99998577  x   1.00002680  =   1.00001257
 FY2547!UTM  17      -   0.99998577  x   1.00035338  =   1.00033915
 FY2547
 FY2547:                Primary Azimuth Mark                     Grid Az
 FY2547:SPC NC       -  18 MEA                                   034 23 00.1
 FY2547:UTM  17      -  18 MEA                                   033 11 20.3
 FY2547
 FY2547|---------------------------------------------------------------------|
 FY2547| PID    Reference Object                     Distance      Geod. Az  |
 FY2547|                                                           dddmmss.s |
 FY2547| FY2546 18 MEA                              429.413 METERS 0344903.0 |
 FY2547| FY2796 FRANCIS                             APPROX. 1.0 KM 2175501.9 |
 FY2547|---------------------------------------------------------------------|
 FY2547
 FY2547                          SUPERSEDED SURVEY CONTROL
 FY2547
 FY2547  NAD 83(1993)-  36 15 29.17838(N)    078 14 52.20970(W) AD(       ) 2
 FY2547  NAD 83(1986)-  36 15 29.17665(N)    078 14 52.21785(W) AD(       ) 2
 FY2547  NAD 27      -  36 15 28.64266(N)    078 14 53.24133(W) AD(       ) 2
 FY2547  NGVD 29 (07/19/86)  124.3    (m)          408.     (f) VERT ANG    3  
 FY2547
 FY2547.Superseded values are not recommended for survey control.
 FY2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2547.See file dsdata.txt to determine how the superseded data were derived.
 FY2547
 FY2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4726416090(NAD 83)
 FY2547_MARKER: DE = TRAVERSE STATION DISK
 FY2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2547+STABILITY: SURFACE MOTION
 FY2547
 FY2547  HISTORY     - Date     Condition        Report By
 FY2547  HISTORY     - 1976     MONUMENTED       NCGS
 FY2547  HISTORY     - 1985     GOOD             USPSQD
 FY2547  HISTORY     - 1987     GOOD             USPSQD
 FY2547  HISTORY     - 1987     GOOD             USPSQD
 FY2547
 FY2547                          STATION DESCRIPTION
 FY2547
 FY2547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2547'BILL IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY
 FY2547'10.8 MILES SOUTH-SOUTHWEST OF WARRENTON (WARREN COUNTY) AND 11.4 MILES
 FY2547'NORTH-NORTHEAST OF LOUISBURG, NORTH CAROLINA.
 FY2547'
 FY2547'TO REACH STATION FROM THE JUNCTION OF NC 39 WITH US 401 AT INGLESIDE,
 FY2547'PROCEED NORTHERLY ALONG US 401 FOR 6.6 MILES TO STATION ON THE RIGHT,
 FY2547'ACROSS HIGHWAY FROM BILL BARNWELLS ONE STORY BRICK HOUSE, AND 0.05
 FY2547'MILE SOUTHWEST OF THE FRANKLIN-WARREN COUNTY LINE.
 FY2547'
 FY2547'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BILL 1976---, SET IN
 FY2547'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH ABOVE THE
 FY2547'SURFACE OF THE GROUND.  THE MARK IS 27.1 FEET SOUTHEAST OF THE
 FY2547'CENTERLINE OF US 401, 109.8 FEET EAST-NORTHEAST OF INTERSECTION OF
 FY2547'PROLONGATED CENTERLINE OF BARNWELLS DRIVEWAY WITH CENTERLINE OF
 FY2547'HIGHWAY, 36.3 FEET SOUTHWEST OF--MAXIMUM FINE 200 DOLLARS TO
 FY2547'LITTER--METAL SIGN POST, 35.6 FEET WEST-SOUTHWEST OF 18 INCH OAK WITH
 FY2547'ALUMINUM TAG, 14.5 FEET WEST-NORTHWEST OF 6 INCH HICKORY WITH ALUMINUM
 FY2547'TAG, AND 21.9 FEET NORTH OF 10 INCH OAK WITH ALUMINUM TAG.
 FY2547
 FY2547                          STATION RECOVERY (1985)
 FY2547
 FY2547'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2547'RECOVERED IN GOOD CONDITION.
 FY2547
 FY2547                          STATION RECOVERY (1987)
 FY2547
 FY2547'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2547'RECOVERED IN GOOD CONDITION.
 FY2547
 FY2547                          STATION RECOVERY (1987)
 FY2547
 FY2547'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1473 ***********************************************************************
 FW1473  DESIGNATION -  BILL
 FW1473  PID         -  FW1473
 FW1473  STATE/COUNTY-  NC/CURRITUCK
 FW1473  USGS QUAD   -  COROLLA (1982)
 FW1473
 FW1473                         *CURRENT SURVEY CONTROL
 FW1473  ___________________________________________________________________
 FW1473* NAD 83(2001)-  36 29 49.16214(N)    075 51 28.87395(W)     ADJUSTED  
 FW1473* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1473  ___________________________________________________________________
 FW1473  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FW1473  GEOID HEIGHT-         -38.45  (meters)                     GEOID03
 FW1473  HORZ ORDER  -  THIRD
 FW1473
 FW1473.The horizontal coordinates were established by classical geodetic methods
 FW1473.and adjusted by the National Geodetic Survey in August 2005.
 FW1473
 FW1473.The orthometric height was scaled from a topographic map.
 FW1473
 FW1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1473
 FW1473.The geoid height was determined by GEOID03.
 FW1473
 FW1473;                    North         East     Units Scale Factor Converg.
 FW1473;SPC NC       -   309,204.985   891,089.184   MT  1.00010896   +1 48 48.4
 FW1473;SPC NC       - 1,014,450.02  2,923,515.10   sFT  1.00010896   +1 48 48.4
 FW1473;SPC VA S     - 1,021,474.117 3,736,690.285   MT  1.00005988   +1 36 12.5
 FW1473;SPC VA S     - 3,351,286.33 12,259,458.04   sFT  1.00005988   +1 36 12.5
 FW1473;UTM  18      - 4,039,416.384   423,155.921   MT  0.99967275   -0 30 37.3
 FW1473
 FW1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1473!SPC NC       -   1.00000576  x   1.00010896  =   1.00011473
 FW1473!SPC VA S     -   1.00000576  x   1.00005988  =   1.00006564
 FW1473!UTM  18      -   1.00000576  x   0.99967275  =   0.99967851
 FW1473
 FW1473:                Primary Azimuth Mark                     Grid Az
 FW1473:SPC NC       -  COAST GUARD STA 167 FLAGPOLE             165 37 38.4
 FW1473:SPC VA S     -  COAST GUARD STA 167 FLAGPOLE             165 50 14.3
 FW1473:UTM  18      -  COAST GUARD STA 167 FLAGPOLE             167 57 04.1
 FW1473
 FW1473|---------------------------------------------------------------------|
 FW1473| PID    Reference Object                     Distance      Geod. Az  |
 FW1473|                                                           dddmmss.s |
 FW1473| FW1484 COAST GUARD STA 167 FLAGPOLE        APPROX. 4.1 KM 1672626.8 |
 FW1473| FW1474 COAST GUARD STA 167 CUPOLA          APPROX. 4.1 KM 1674757.0 |
 FW1473| FW1479 PON HYDROGRAPHIC SIGNAL             371.841 METERS 23137     |
 FW1473| FW1477 NEW CG STA 166 SE CORNER             55.015 METERS 26655     |
 FW1473| FW1482 WASH WOODS CG FLAGPOLE               44.895 METERS 31648     |
 FW1473| FW1783 BILL RM                              16.745 METERS 34221     |
 FW1473| FW1487 NEW CG STA 166 WATCH TWR             17.480 METERS 34223     |
 FW1473| FW1630 WASH HYDROGRAPHIC SIGNAL            APPROX.11.0 KM 3482505.5 |
 FW1473| FW1608 OLD CG STA 166 CUPOLA               APPROX. 4.9 KM 3484243.0 |
 FW1473| FW1609 OLD CG STA 166 FLAGPOLE             APPROX. 4.9 KM 3490035.8 |
 FW1473|---------------------------------------------------------------------|
 FW1473
 FW1473                          SUPERSEDED SURVEY CONTROL
 FW1473
 FW1473  NAD 83(1993)-  36 29 49.16156(N)    075 51 28.87774(W) AD(       ) 3
 FW1473  NAD 83(1986)-  36 29 49.17154(N)    075 51 28.89823(W) AD(       ) 3
 FW1473  NAD 27      -  36 29 48.62800(N)    075 51 30.18100(W) AD(       ) 3
 FW1473
 FW1473.Superseded values are not recommended for survey control.
 FW1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1473.See file dsdata.txt to determine how the superseded data were derived.
 FW1473
 FW1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2315639416(NAD 83)
 FW1473_MARKER: DS = TRIANGULATION STATION DISK
 FW1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1473_STAMPING: BILL 1922
 FW1473_MARK LOGO: CGS   
 FW1473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1473+STABILITY: SURFACE MOTION
 FW1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1473+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 FW1473
 FW1473  HISTORY     - Date     Condition        Report By
 FW1473  HISTORY     - 1922     MONUMENTED       CGS
 FW1473  HISTORY     - 1975     MARK NOT FOUND   NGS
 FW1473  HISTORY     - 20041130 SEE DESCRIPTION  NCGS
 FW1473
 FW1473                          STATION DESCRIPTION
 FW1473
 FW1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (LPR)
 FW1473'STATION IS LOCATED IN THE SANDY AREA DIRECTLY IN FRONT OF COAST
 FW1473'GUARD STATION 166, ABOUT 58 METERS DISTANT FROM IT AND ABOUT 65
 FW1473'METERS FROM THE SHORE LINE.  THE WATCH TOWER OF THE STATION IS
 FW1473'17 METERS DISTANT.  A SAND FENCE RUNNING ESE PASSES 4 METERS N
 FW1473'OF THE STATION.
 FW1473'
 FW1473'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1473'DISKS SET IN CONCRETE.
 FW1473'
 FW1473'THE REFERENCE MARK LIES IN THE SPACE SURROUNDED BY THE CONCRETE
 FW1473'POSTS UNDER THE WATCH TOWER, AND IS NEARLY IN THE CENTER OF THIS
 FW1473'SPACE.  THIS IS A TRAVERSE STATION.
 FW1473
 FW1473                          STATION RECOVERY (1975)
 FW1473
 FW1473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1473'THIS STATION MARK WAS NOT FOUND AT THIS TIME.
 FW1473'
 FW1473'IT STATES IN THE DESCRIPTION THAT A REFERENCE MARK WAS SET IN
 FW1473'ABOUT THE CENTER OF A WATCH TOWER.  THERE STILL IS A WATCH TOWER
 FW1473'HERE BUT THE SAND HAS PILED UP AROUND ITS BASE ABOUT 10 FEET
 FW1473'HIGH.  LUMBER WILL BE NEEDED TO RECOVER THE MARK UNDER THIS TOWER,
 FW1473'DUE TO THE SAND ALWAYS CAVING IN WHILE I WAS DIGGING.  I DID NOT
 FW1473'RECOVER THIS MARK EITHER, BUT I BELIEVE THIS IS THE WATCH TOWER
 FW1473'THAT IS MENTIONED IN THE DESCRIPTION.
 FW1473'
 FW1473'A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO REACH THIS STATION.
 FW1473'
 FW1473'STATION SITE WAS REACHED FROM THE TOWN OF DUCK, BY GOING NORTHERLY
 FW1473'FOLLOWING A SAND AND CLAY ROAD FOR ABOUT 10.4 MILES TO THE END OF
 FW1473'THE ROAD FOR A TWO WHEEL DRIVE VEHICLE.  FROM HERE TURN TO THE
 FW1473'RIGHT AND GO EASTERLY TO THE BEACH, TURN TO THE LEFT AND GO
 FW1473'NORTHERLY NOW FOLLOWING THE BEACH FOR 3.5 MILES TO THE CURRITUCK
 FW1473'BEACH LIGHTHOUSE AND THE TOWN OF COROLLA ON THE LEFT.  CONTINUE
 FW1473'ON NORTHERLY FOLLOWING THE BEACH FOR ABOUT 8.4 MILES TO THE OLD
 FW1473'WASH WOOD LOOKOUT TOWER ON THE LEFT.
 FW1473
 FW1473                          STATION RECOVERY (2004)
 FW1473
 FW1473'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1473'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  COORDINATES
 FW1473'PLACE LOCATION SOUTH OF OLD WATCH TOWER AND MAY STILL EXIST.  SAND IS
 FW1473'ABOUT 5-FEET HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3669 ***********************************************************************
 GA3669  DESIGNATION -  BILL
 GA3669  PID         -  GA3669
 GA3669  STATE/COUNTY-  NC/MITCHELL
 GA3669  USGS QUAD   -  BAKERSVILLE (1978)
 GA3669
 GA3669                         *CURRENT SURVEY CONTROL
 GA3669  ___________________________________________________________________
 GA3669* NAD 83(2001)-  36 00 16.06170(N)    082 09 11.55004(W)     ADJUSTED  
 GA3669* NAVD 88     -       787.5    (meters)    2584.     (feet)  VERTCON   
 GA3669  ___________________________________________________________________
 GA3669  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GA3669  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA3669  HORZ ORDER  -  SECOND
 GA3669
 GA3669.The horizontal coordinates were established by classical geodetic methods
 GA3669.and adjusted by the National Geodetic Survey in August 2005.
 GA3669
 GA3669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3669
 GA3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3669
 GA3669.The geoid height was determined by GEOID03.
 GA3669
 GA3669;                    North         East     Units Scale Factor Converg.
 GA3669;SPC NC       -   254,610.244   325,371.865   MT  0.99995877   -1 49 11.8
 GA3669;SPC NC       -   835,333.78  1,067,490.86   sFT  0.99995877   -1 49 11.8
 GA3669;UTM  17      - 3,985,058.209   396,067.741   MT  0.99973310   -0 40 40.7
 GA3669
 GA3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3669!SPC NC       -   0.99988121  x   0.99995877  =   0.99983998
 GA3669!UTM  17      -   0.99988121  x   0.99973310  =   0.99961434
 GA3669
 GA3669                          SUPERSEDED SURVEY CONTROL
 GA3669
 GA3669  NAD 83(1995)-  36 00 16.06388(N)    082 09 11.54938(W) AD(       ) 2
 GA3669  NAD 83(1993)-  36 00 16.07018(N)    082 09 11.55634(W) AD(       ) 2
 GA3669  NAD 83(1993)-  36 00 16.07016(N)    082 09 11.55635(W) AD(       ) 2
 GA3669  NAD 83(1986)-  36 00 16.07001(N)    082 09 11.55647(W) AD(       ) 2
 GA3669  NGVD 29 (02/22/93)  787.6    (m)         2584.     (f) VERT ANG    3  
 GA3669
 GA3669.Superseded values are not recommended for survey control.
 GA3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3669.See file dsdata.txt to determine how the superseded data were derived.
 GA3669
 GA3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9606885058(NAD 83)
 GA3669_MARKER: DE = TRAVERSE STATION DISK
 GA3669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3669_SP_SET: CONCRETE POST
 GA3669_STAMPING: BILL 1982
 GA3669_MARK LOGO: NCGS  
 GA3669_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3669+STABILITY: SURFACE MOTION
 GA3669
 GA3669  HISTORY     - Date     Condition        Report By
 GA3669  HISTORY     - 1982     MONUMENTED       NCGS
 GA3669
 GA3669                          STATION DESCRIPTION
 GA3669
 GA3669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 GA3669'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI) SOUTH-SOUTHEAST OF
 GA3669'BAKERSVILLE.
 GA3669'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND SR 1211
 GA3669'(NORTH MITCHELL AVENUE) AT THE MITCHELL COUNTY COURTHOUSE (IN
 GA3669'BAKERSVILLE), PROCEED SOUTH-SOUTHEAST ALONG NC 226 FOR 1.3 KM
 GA3669'(0.8 MI) TO A PAVED ROAD ON THE LEFT AND THE STATION AT THE NORTH END
 GA3669'OF THE GUARD RAIL.
 GA3669'THE STATION IS A STANDARD NCGS DISK STAMPED---BILL 1982---, SET INTO
 GA3669'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5 CM
 GA3669'BELOW GROUND.  LOCATED 7.0 METERS (23.0 FT) EAST OF THE CENTERLINE OF
 GA3669'NC 226, 25.3 METERS (83.0 FT) SOUTH OF A PAVED ROAD, 18.4 METERS
 GA3669'(60.3 FT) SOUTHWEST OF A GATE POST WITH A REFERENCE TAG, 0.6 METERS
 GA3669'(2.0 FT) NORTH-NORTHEAST OF THE NORTH END OF THE GUARD RAIL, AND 15.0
 GA3669'METERS (49.1 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7770 ***********************************************************************
 AF7770  DESIGNATION -  BILL
 AF7770  PID         -  AF7770
 AF7770  STATE/COUNTY-  NC/IREDELL
 AF7770  USGS QUAD   -  HARMONY (1993)
 AF7770
 AF7770                         *CURRENT SURVEY CONTROL
 AF7770  ___________________________________________________________________
 AF7770* NAD 83(2001)-  35 57 34.61633(N)    080 50 50.88015(W)     ADJUSTED  
 AF7770* NAVD 88     -       283.1    (meters)     929.     (feet)  VERTCON   
 AF7770  ___________________________________________________________________
 AF7770  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AF7770  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AF7770  HORZ ORDER  -  SECOND
 AF7770
 AF7770.The horizontal coordinates were established by classical geodetic methods
 AF7770.and adjusted by the National Geodetic Survey in August 2005.
 AF7770
 AF7770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7770
 AF7770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7770
 AF7770.The geoid height was determined by GEOID03.
 AF7770
 AF7770;                    North         East     Units Scale Factor Converg.
 AF7770;SPC NC       -   246,670.613   442,960.077   MT  0.99994879   -1 03 58.7
 AF7770;SPC NC       -   809,285.17  1,453,278.19   sFT  0.99994879   -1 03 58.7
 AF7770;UTM  17      - 3,979,480.004   513,754.474   MT  0.99960233   +0 05 22.5
 AF7770
 AF7770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7770!SPC NC       -   0.99996072  x   0.99994879  =   0.99990951
 AF7770!UTM  17      -   0.99996072  x   0.99960233  =   0.99956307
 AF7770
 AF7770                          SUPERSEDED SURVEY CONTROL
 AF7770
 AF7770  NAD 83(1986)-  35 57 34.62507(N)    080 50 50.88598(W) AD(       ) 2
 AF7770  NGVD 29 (05/28/98)  283.3    (m)          929.     (f) VERT ANG    3  
 AF7770
 AF7770.Superseded values are not recommended for survey control.
 AF7770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7770.See file dsdata.txt to determine how the superseded data were derived.
 AF7770
 AF7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1375479480(NAD 83)
 AF7770_MARKER: DE = TRAVERSE STATION DISK
 AF7770_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7770_SP_SET: DRILL HOLE IN BRIDGE SURFACE
 AF7770_STAMPING: BILL 1984
 AF7770_MARK LOGO: NCGS  
 AF7770_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF7770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7770
 AF7770  HISTORY     - Date     Condition        Report By
 AF7770  HISTORY     - 1984     MONUMENTED       NCGS
 AF7770
 AF7770                          STATION DESCRIPTION
 AF7770
 AF7770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AF7770'STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTH-SOUTHEAST OF UNION
 AF7770'GROVE, 6.8 KM (4.2 MI) WEST OF HARMONY, AT THE SR 1891 NORTH-MOST
 AF7770'OVERPASS.$ALONG I-77 FOR 5.8 KM (3.6 MI) SOUTH OF THE NC 901
 AF7770'OVERPASS.$MARK IS SET IN A DRILL HOLE IN SURFACE OF BRIDGE, AND IS
 AF7770'FLUSH WITH BRIDGE SURFACE.  LOCATED 3.4 M (11.2 FT) SOUTH-SOUTHWEST OF
 AF7770'CENTERLINE OF SR 1891, 1.2 M (3.9 FT) NORTH-NORTHEAST OF BRIDGE
 AF7770'RAILING, 2.7 M (8.9 FT) EAST OF SOUTHWEST CORNER OF BRIDGE, 5.5 M
 AF7770'(18.0 FT) EAST OF CENTER OF BOX DRAIN, 3.2 M (10.5 FT) EAST-NORTHEAST
 AF7770'OF EAST END OF RIGHT-OF-WAY FENCE, AND 13.1 M (43.0 FT) NORTHEAST OF
 AF7770'18-INCH CORRUGATED METAL PIPE (WEST END).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8280 ***********************************************************************
 AF8280  DESIGNATION -  BILL
 AF8280  PID         -  AF8280
 AF8280  STATE/COUNTY-  NC/MCDOWELL
 AF8280  USGS QUAD   -  GLENWOOD (1993)
 AF8280
 AF8280                         *CURRENT SURVEY CONTROL
 AF8280  ___________________________________________________________________
 AF8280* NAD 83(2001)-  35 34 50.46593(N)    081 58 49.05465(W)     ADJUSTED  
 AF8280* NAVD 88     -       379.8    (meters)    1246.     (feet)  VERT ANG  
 AF8280  ___________________________________________________________________
 AF8280  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AF8280  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 AF8280  HORZ ORDER  -  SECOND
 AF8280
 AF8280.The horizontal coordinates were established by classical geodetic methods
 AF8280.and adjusted by the National Geodetic Survey in August 2005.
 AF8280
 AF8280.The orthometric height was determined by vertical angle observations.
 AF8280
 AF8280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8280
 AF8280.The geoid height was determined by GEOID03.
 AF8280
 AF8280;                    North         East     Units Scale Factor Converg.
 AF8280;SPC NC       -   207,133.503   339,542.276   MT  0.99988902   -1 43 12.5
 AF8280;SPC NC       -   679,570.50  1,113,981.62   sFT  0.99988902   -1 43 12.5
 AF8280;UTM  17      - 3,937,884.035   411,181.776   MT  0.99969721   -0 34 13.5
 AF8280
 AF8280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8280!SPC NC       -   0.99994538  x   0.99988902  =   0.99983440
 AF8280!UTM  17      -   0.99994538  x   0.99969721  =   0.99964260
 AF8280
 AF8280                          SUPERSEDED SURVEY CONTROL
 AF8280
 AF8280  NAD 83(1986)-  35 34 50.47548(N)    081 58 49.05534(W) AD(       ) 2
 AF8280
 AF8280.Superseded values are not recommended for survey control.
 AF8280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8280.See file dsdata.txt to determine how the superseded data were derived.
 AF8280
 AF8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1118237884(NAD 83)
 AF8280_MARKER: DE = TRAVERSE STATION DISK
 AF8280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8280_STAMPING: BILL 1983
 AF8280_MARK LOGO: NCGS  
 AF8280_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8280+STABILITY: SURFACE MOTION
 AF8280
 AF8280  HISTORY     - Date     Condition        Report By
 AF8280  HISTORY     - 1983     MONUMENTED       NCGS
 AF8280
 AF8280                          STATION DESCRIPTION
 AF8280
 AF8280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8280'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTH-NORTHWEST OF VEIN
 AF8280'MOUNTAIN, AND 11.9 KM (7.40 MI) SOUTH-SOUTHEAST OF MARION, NEAR
 AF8280'INTERSECTION OF US 221 AND SR 1786. ALONG US 221 FOR 7.1 KM (4.40 MI)
 AF8280'SOUTH OF THE I-40 UNDERPASS. MARK IS RECESSED 1 INCH BELOW GROUND.
 AF8280'LOCATED 7.13 M (23.39 FT) WEST OF THE CENTERLINE OF US 221, 10.49 M
 AF8280'(34.42 FT) NORTH-NORTHWEST OF NORTH END OF GUARD RAIL, 42.76 M (140.29
 AF8280'FT) SOUTH-SOUTHEAST OF SOUTH END OF GUARD RAIL, 53.64 M (175.98 FT)
 AF8280'SOUTH OF INTERSECTION OF US 221 AND SR 1786, AND 0.91 M (2.99 FT) WEST
 AF8280'OF TRAFFIC SIGN POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4957 ***********************************************************************
 AH4957  DESIGNATION -  BILL
 AH4957  PID         -  AH4957
 AH4957  STATE/COUNTY-  NC/JOHNSTON
 AH4957  USGS QUAD   -  POWHATAN (1981)
 AH4957
 AH4957                         *CURRENT SURVEY CONTROL
 AH4957  ___________________________________________________________________
 AH4957* NAD 83(2001)-  35 35 27.67264(N)    078 23 00.17577(W)     ADJUSTED  
 AH4957* NAVD 88     -        74.1    (meters)     243.     (feet)  VERT ANG  
 AH4957  ___________________________________________________________________
 AH4957  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AH4957  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH4957  HORZ ORDER  -  SECOND
 AH4957
 AH4957.The horizontal coordinates were established by classical geodetic methods
 AH4957.and adjusted by the National Geodetic Survey in August 2005.
 AH4957
 AH4957.The orthometric height was determined by vertical angle observations.
 AH4957
 AH4957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4957
 AH4957.The geoid height was determined by GEOID03.
 AH4957
 AH4957;                    North         East     Units Scale Factor Converg.
 AH4957;SPC NC       -   204,399.452   665,476.896   MT  0.99989007   +0 21 21.2
 AH4957;SPC NC       -   670,600.54  2,183,318.78   sFT  0.99989007   +0 21 21.2
 AH4957;UTM  17      - 3,941,739.949   737,067.980   MT  1.00029262   +1 31 24.9
 AH4957
 AH4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4957!SPC NC       -   0.99999371  x   0.99989007  =   0.99988378
 AH4957!UTM  17      -   0.99999371  x   1.00029262  =   1.00028633
 AH4957
 AH4957                          SUPERSEDED SURVEY CONTROL
 AH4957
 AH4957  NAD 83(1986)-  35 35 27.67805(N)    078 23 00.18640(W) AD(       ) 2
 AH4957
 AH4957.Superseded values are not recommended for survey control.
 AH4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4957.See file dsdata.txt to determine how the superseded data were derived.
 AH4957
 AH4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3706841740(NAD 83)
 AH4957_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4957_STAMPING: BILL 1986
 AH4957_MARK LOGO: NCGS  
 AH4957_PROJECTION: FLUSH
 AH4957_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4957+STABILITY: SURFACE MOTION
 AH4957
 AH4957  HISTORY     - Date     Condition        Report By
 AH4957  HISTORY     - 1986     MONUMENTED       NCGS
 AH4957  HISTORY     - 19860101 GOOD             NCGS
 AH4957
 AH4957                          STATION DESCRIPTION
 AH4957
 AH4957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4957'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) WEST-NORTHWEST OF WILSON
 AH4957'MILLS AND 9.4 KM (5.85 MI) EAST OF CLAYTON. ALONG US 70A FOR 2.3 KM
 AH4957'(1.40 MI) EAST FROM US 70, AT SR 1906, IN THE NORTHWEST QUADRANT OF
 AH4957'INTERSECTION. MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH
 AH4957'HIGHWAY. LOCATED 18.9 M (62.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AH4957'HIGHWAY, 25.8 M (84.6 FT) WEST-NORTHWEST OF CENTERLINE OF SR 1906, 6.2
 AH4957'M (20.3 FT) EAST OF A RIGHT OF WAY MARKER--AND 6.0 M (19.7 FT)
 AH4957'EAST-SOUTHEAST OF BILLBOARD SIGN POST, 12.5 M (41.0 FT) SOUTH OF
 AH4957'BILLBOARD SIGN POST WITH CONTROL BOXES--BOTH WITH REFERENCE TAGS.
 AH4957
 AH4957                          STATION RECOVERY (1986)
 AH4957
 AH4957'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4957'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8531 ***********************************************************************
 AI8531  DESIGNATION -  BILL
 AI8531  PID         -  AI8531
 AI8531  STATE/COUNTY-  NC/POLK
 AI8531  USGS QUAD   -  PEA RIDGE (1982)
 AI8531
 AI8531                         *CURRENT SURVEY CONTROL
 AI8531  ___________________________________________________________________
 AI8531* NAD 83(2007)-  35 16 09.43632(N)    082 02 46.52135(W)     ADJUSTED  
 AI8531* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 AI8531  ___________________________________________________________________
 AI8531  EPOCH DATE  -        2002.00
 AI8531  X           -     721,396.721 (meters)                     COMP
 AI8531  Y           -  -5,163,246.375 (meters)                     COMP
 AI8531  Z           -   3,662,416.120 (meters)                     COMP
 AI8531  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AI8531  ELLIP HEIGHT-         202.451 (meters)          (02/10/07) ADJUSTED
 AI8531  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AI8531
 AI8531  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8531  Type    PID    Designation                      North   East  Ellip
 AI8531  -------------------------------------------------------------------
 AI8531  NETWORK AI8531 BILL                              1.12   0.90   1.86
 AI8531  -------------------------------------------------------------------
 AI8531
 AI8531.The horizontal coordinates were established by GPS observations
 AI8531.and adjusted by the National Geodetic Survey in February 2007.
 AI8531
 AI8531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8531.The horizontal coordinates are valid at the epoch date displayed above.
 AI8531.The epoch date for horizontal control is a decimal equivalence
 AI8531.of Year/Month/Day.
 AI8531
 AI8531.The orthometric height was determined by GPS observations and a
 AI8531.high-resolution geoid model.
 AI8531
 AI8531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8531
 AI8531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8531
 AI8531.The ellipsoidal height was determined by GPS observations
 AI8531.and is referenced to NAD 83.
 AI8531
 AI8531.The geoid height was determined by GEOID03.
 AI8531
 AI8531;                    North         East     Units Scale Factor Converg.
 AI8531;SPC NC       -   172,786.398   332,507.011   MT  0.99987264   -1 45 29.5
 AI8531;SPC NC       -   566,883.37  1,090,900.09   sFT  0.99987264   -1 45 29.5
 AI8531;UTM  17      - 3,903,408.451   404,839.474   MT  0.99971160   -0 36 15.0
 AI8531
 AI8531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8531!SPC NC       -   0.99996822  x   0.99987264  =   0.99984087
 AI8531!UTM  17      -   0.99996822  x   0.99971160  =   0.99967983
 AI8531
 AI8531                          SUPERSEDED SURVEY CONTROL
 AI8531
 AI8531  NAD 83(2001)-  35 16 09.43655(N)    082 02 46.52150(W) AD(       ) 1
 AI8531  ELLIP H (03/13/03)  202.437  (m)                       GP(       ) 4 2
 AI8531  NAD 83(1986)-  35 16 09.44850(N)    082 02 46.52551(W) AD(       ) 1
 AI8531  ELLIP H (11/17/00)  202.391  (m)                       GP(       ) 4 2
 AI8531
 AI8531.Superseded values are not recommended for survey control.
 AI8531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8531.See file dsdata.txt to determine how the superseded data were derived.
 AI8531
 AI8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0483903408(NAD 83)
 AI8531_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8531_STAMPING: BILL 1992
 AI8531_MARK LOGO: NCGS  
 AI8531_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8531+STABILITY: SURFACE MOTION
 AI8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8531+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI8531
 AI8531  HISTORY     - Date     Condition        Report By
 AI8531  HISTORY     - 1992     MONUMENTED       NCGS
 AI8531
 AI8531                          STATION DESCRIPTION
 AI8531
 AI8531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8531'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTHEAST OF SANDY PLAINS AND
 AI8531'8.6 MI (13.8 KM) EAST OF COLUMBUS.
 AI8531'PROCEED ALONG NC 9 FOR 3.2 MI (5.1 KM) SOUTHWEST FROM THE US 74
 AI8531'UNDERPASS, THENCE NORTHEAST FOR 3.25 MI (5.23 KM) ALONG SR 1005 (SANDY
 AI8531'PLAINS ROAD) TO THE BRIDGE OVER WHITE OAK CREEK AND STATION 48 FEET
 AI8531'(14.6 M) EAST IN SOUTH SHOULDER.
 AI8531'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.  LOCATED
 AI8531'14.6 FT (4.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 47.7
 AI8531'FT (14.5 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE
 AI8531'RAILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9266 ***********************************************************************
 DJ9266  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9266  DESIGNATION -  BILL
 DJ9266  PID         -  DJ9266
 DJ9266  STATE/COUNTY-  NC/MARTIN
 DJ9266  USGS QUAD   -  JAMESVILLE (1978)
 DJ9266
 DJ9266                         *CURRENT SURVEY CONTROL
 DJ9266  ___________________________________________________________________
 DJ9266* NAD 83(2007)-  35 46 35.12404(N)    076 55 45.46611(W)     ADJUSTED  
 DJ9266* NAVD 88     -        12.88   (meters)      42.3    (feet)  GPS OBS   
 DJ9266  ___________________________________________________________________
 DJ9266  EPOCH DATE  -        2002.00
 DJ9266  X           -   1,171,591.976 (meters)                     COMP
 DJ9266  Y           -  -5,046,303.572 (meters)                     COMP
 DJ9266  Z           -   3,708,079.950 (meters)                     COMP
 DJ9266  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DJ9266  ELLIP HEIGHT-         -23.496 (meters)          (06/18/07) ADJUSTED
 DJ9266  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 DJ9266  HORZ ORDER  -  FIRST
 DJ9266  ELLP ORDER  -  FOURTH    CLASS II
 DJ9266
 DJ9266.The horizontal coordinates were established by GPS observations
 DJ9266.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9266
 DJ9266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9266.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9266.The epoch date for horizontal control is a decimal equivalence
 DJ9266.of Year/Month/Day.
 DJ9266
 DJ9266.The orthometric height was determined by GPS observations and a
 DJ9266.high-resolution geoid model.
 DJ9266.The orthometric height was determined by GPS observations and a
 DJ9266.high-resolution geoid model using precise GPS observation and
 DJ9266.processing techniques.
 DJ9266
 DJ9266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9266
 DJ9266.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9266
 DJ9266.The ellipsoidal height was determined by GPS observations
 DJ9266.and is referenced to NAD 83.
 DJ9266
 DJ9266.The geoid height was determined by GEOID03.
 DJ9266
 DJ9266;                    North         East     Units Scale Factor Converg.
 DJ9266;SPC NC       -   226,747.433   796,799.482   MT  0.99991442   +1 11 42.5
 DJ9266;SPC NC       -   743,920.54  2,614,166.30   sFT  0.99991442   +1 11 42.5
 DJ9266;UTM  18      - 3,960,867.808   325,617.128   MT  0.99997473   -1 07 41.5
 DJ9266
 DJ9266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9266!SPC NC       -   1.00000369  x   0.99991442  =   0.99991811
 DJ9266!UTM  18      -   1.00000369  x   0.99997473  =   0.99997842
 DJ9266
 DJ9266                          SUPERSEDED SURVEY CONTROL
 DJ9266
 DJ9266.No superseded survey control is available for this station.
 DJ9266
 DJ9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2561760868(NAD 83)
 DJ9266_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9266_STAMPING: BILL 2006
 DJ9266_MARK LOGO: NCGS  
 DJ9266_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9266_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9266+STABILITY: SURFACE MOTION
 DJ9266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9266+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DJ9266
 DJ9266  HISTORY     - Date     Condition        Report By
 DJ9266  HISTORY     - 20060912 MONUMENTED       NCGS
 DJ9266
 DJ9266                          STATION DESCRIPTION
 DJ9266
 DJ9266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9266'STATION IS LOCATED ABOUT 9.0 MI (14.48 KM) SOUTHEAST OF WILLIAMSTON
 DJ9266'AND 2.9 MI (4.67 KM) SOUTHWEST OF JAMESVILLE.
 DJ9266' 
 DJ9266'ALONG NC 171 FOR 3.1 MI (4.99 KM) SOUTH FROM THE INTERSECTION WITH US
 DJ9266'64 BYPASS, IN JAMESVILLE, TO A SMALL WHITE HOUSE (4213) AND STATION
 DJ9266'NEAR PATH TO OLD TOBACCO BARN.  ALSO, 1.3 MI (2.1 KM) NORTHEAST OF SR
 DJ9266'1545 (ARTHUR MODLIN ROAD).
 DJ9266' 
 DJ9266'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF NC 171 AND AND IS RECESSED
 DJ9266'1 INCH (3 CM) BELOW THE GROUND.  LOCATED 17.9 FT (5.5 M)
 DJ9266'NORTH-NORTHEAST OF THE CENTERLINE OF NC 171, 16.1 FT (4.9 M) WEST OF
 DJ9266'THE WESTERN END OF CULVERT OF DRIVE TO BARN, 119.6 FT (36.5 M)
 DJ9266'EAST-SOUTHEAST OF THE EASTERN END OF CULVERT TO HOUSE, 130.2 FT (39.7
 DJ9266'M) EAST-SOUTHEAST OF A 32 INCH (81 CM) PINE TREE IN SOUTHEAST CORNER
 DJ9266'OF YARD AND 44.2 FT (13.5 M) WEST-SOUTHWEST OF A GUY POLE WITH
 DJ9266'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8563 ***********************************************************************
 AI8563  DESIGNATION -  BILL AZ MK
 AI8563  PID         -  AI8563
 AI8563  STATE/COUNTY-  NC/POLK
 AI8563  USGS QUAD   -  PEA RIDGE (1982)
 AI8563
 AI8563                         *CURRENT SURVEY CONTROL
 AI8563  ___________________________________________________________________
 AI8563* NAD 83(2001)-  35 16 07.12631(N)    082 02 53.99478(W)     ADJUSTED  
 AI8563* NAVD 88     -       235.0    (meters)     771.     (feet)  VERT ANG  
 AI8563  ___________________________________________________________________
 AI8563  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AI8563  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AI8563  HORZ ORDER  -  SECOND
 AI8563
 AI8563.The horizontal coordinates were established by classical geodetic methods
 AI8563.and adjusted by the National Geodetic Survey in August 2005.
 AI8563
 AI8563.The orthometric height was determined by vertical angle observations.
 AI8563
 AI8563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8563
 AI8563.The geoid height was determined by GEOID03.
 AI8563
 AI8563;                    North         East     Units Scale Factor Converg.
 AI8563;SPC NC       -   172,721.047   332,316.051   MT  0.99987264   -1 45 33.9
 AI8563;SPC NC       -   566,668.97  1,090,273.58   sFT  0.99987264   -1 45 33.9
 AI8563;UTM  17      - 3,903,339.278   404,649.900   MT  0.99971204   -0 36 19.3
 AI8563
 AI8563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8563!SPC NC       -   0.99996811  x   0.99987264  =   0.99984076
 AI8563!UTM  17      -   0.99996811  x   0.99971204  =   0.99968016
 AI8563
 AI8563                          SUPERSEDED SURVEY CONTROL
 AI8563
 AI8563  NAD 83(1986)-  35 16 07.13826(N)    082 02 53.99880(W) AD(       ) 2
 AI8563
 AI8563.Superseded values are not recommended for survey control.
 AI8563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8563.See file dsdata.txt to determine how the superseded data were derived.
 AI8563
 AI8563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0465003339(NAD 83)
 AI8563_MARKER: DZ = AZIMUTH MARK DISK
 AI8563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8563_STAMPING: BILL 1992
 AI8563_MARK LOGO: NCGS  
 AI8563_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8563+STABILITY: SURFACE MOTION
 AI8563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8563+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI8563
 AI8563  HISTORY     - Date     Condition        Report By
 AI8563  HISTORY     - 1992     MONUMENTED       NCGS
 AI8563
 AI8563                          STATION DESCRIPTION
 AI8563
 AI8563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 AI8563'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF SANDY PLAINS AND
 AI8563'8.5 MI (13.7 KM) EAST OF COLUMBUS.
 AI8563'PROCEED ALONG NC 9 FOR 3.2 MI (5.1 KM) SOUTHWEST FROM THE US 74
 AI8563'UNDERPASS, THENCE NORTHEAST FOR 3.15 MI (5.07 KM) ALONG SR 1005 (SANDY
 AI8563'PLAINS ROAD) , OR 0.1 MI (0.2 KM) WEST OF BRIDGE OVER WHITE OAK CREEK
 AI8563'NEAR GRAVEL ROAD LEADING TO MEADOW CREST SUBDIVISON.
 AI8563'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 24.9 FT
 AI8563'(7.6 M) SOUTH OF THE CENTERLINE OF THE ROAD, 18.6 FT (5.7 M) WEST OF
 AI8563'THE CENTERLINE OF THE GRAVEL ROAD, 4.8 FT (1.5 M) NORTHEAST OF A POWER
 AI8563'POLE WITH TELEPHONE PEDESTAL--4401/174--AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5564 ***********************************************************************
 AA5564  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5564  DESIGNATION -  BILL BLACK
 AA5564  PID         -  AA5564
 AA5564  STATE/COUNTY-  NC/BUNCOMBE
 AA5564  USGS QUAD   -  MARS HILL (1990)
 AA5564
 AA5564                         *CURRENT SURVEY CONTROL
 AA5564  ___________________________________________________________________
 AA5564* NAD 83(2007)-  35 45 25.96924(N)    082 34 30.93474(W)     ADJUSTED  
 AA5564* NAVD 88     -       657.35   (meters)    2156.7    (feet)  GPS OBS   
 AA5564  ___________________________________________________________________
 AA5564  EPOCH DATE  -        2002.00
 AA5564  X           -     669,675.908 (meters)                     COMP
 AA5564  Y           -  -5,138,844.694 (meters)                     COMP
 AA5564  Z           -   3,706,730.863 (meters)                     COMP
 AA5564  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA5564  ELLIP HEIGHT-         627.366 (meters)          (02/10/07) ADJUSTED
 AA5564  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AA5564
 AA5564  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5564  Type    PID    Designation                      North   East  Ellip
 AA5564  -------------------------------------------------------------------
 AA5564  NETWORK AA5564 BILL BLACK                        0.41   0.33   0.78
 AA5564  -------------------------------------------------------------------
 AA5564
 AA5564.The horizontal coordinates were established by GPS observations
 AA5564.and adjusted by the National Geodetic Survey in February 2007.
 AA5564
 AA5564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5564.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5564.The horizontal coordinates are valid at the epoch date displayed above.
 AA5564.The epoch date for horizontal control is a decimal equivalence
 AA5564.of Year/Month/Day.
 AA5564
 AA5564.The orthometric height was determined by GPS observations and a
 AA5564.high-resolution geoid model.
 AA5564.The orthometric height was determined by GPS observations and a
 AA5564.high-resolution geoid model using precise GPS observation and
 AA5564.processing techniques.
 AA5564
 AA5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5564
 AA5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5564
 AA5564.The ellipsoidal height was determined by GPS observations
 AA5564.and is referenced to NAD 83.
 AA5564
 AA5564.The geoid height was determined by GEOID03.
 AA5564
 AA5564;                    North         East     Units Scale Factor Converg.
 AA5564;SPC NC       -   228,485.276   286,355.990   MT  0.99991141   -2 03 48.7
 AA5564;SPC NC       -   749,622.11    939,486.28   sFT  0.99991141   -2 03 48.7
 AA5564;UTM  17      - 3,958,164.617   357,585.960   MT  0.99984992   -0 55 14.4
 AA5564
 AA5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5564!SPC NC       -   0.99990154  x   0.99991141  =   0.99981296
 AA5564!UTM  17      -   0.99990154  x   0.99984992  =   0.99975148
 AA5564
 AA5564                          SUPERSEDED SURVEY CONTROL
 AA5564
 AA5564  NAD 83(2001)-  35 45 25.96940(N)    082 34 30.93460(W) AD(       ) 1
 AA5564  ELLIP H (03/13/03)  627.383  (m)                       GP(       ) 4 2
 AA5564  NAD 83(1995)-  35 45 25.96983(N)    082 34 30.93449(W) AD(       ) 1
 AA5564  NAD 83(1986)-  35 45 25.97584(N)    082 34 30.93499(W) AD(       ) 1
 AA5564  NGVD 29 (09/30/94)  657.4    (m)         2157.     (f) GPS OBS     3  
 AA5564
 AA5564.Superseded values are not recommended for survey control.
 AA5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5564.See file dsdata.txt to determine how the superseded data were derived.
 AA5564
 AA5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5758658165(NAD 83)
 AA5564_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5564_SP_SET: CONCRETE POST
 AA5564_STAMPING: BILL BLACK 1991
 AA5564_MARK LOGO: NCGS  
 AA5564_PROJECTION: FLUSH
 AA5564_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5564+STABILITY: SURFACE MOTION
 AA5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5564+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 AA5564
 AA5564  HISTORY     - Date     Condition        Report By
 AA5564  HISTORY     - 1991     MONUMENTED       NCGS
 AA5564  HISTORY     - 20040815 GOOD             GEOMET
 AA5564
 AA5564                          STATION DESCRIPTION
 AA5564
 AA5564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5564'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHWEST OF
 AA5564'WEAVERVILLE AND 11.2 MI (18.0 KM) NORTH OF ASHEVILLE. ALONG SR 1756
 AA5564'(JUPITER ROAD) FOR 2.0 MI (3.2 KM) WEST FROM THE US 19-23 OVERPASS
 AA5564'(JUPITER-BARNARDSVILLE EXIT), OR 0.45 MI (0.72 KM) EAST OF SR 1740
 AA5564'(NEW STOCK ROAD), IN PASTURE ON CUT BANK NEAR GATE. MARK IS ABOUT 3
 AA5564'FEET HIGHER THAN ROAD AND FLUSH WITH GROUND.  LOCATED 20.5 FT (6.2 M)
 AA5564'SOUTH OF THE CENTERLINE OF THE ROAD, 136.6 FT (41.6 M) WEST-SOUTHWEST
 AA5564'OF THE INTERSECTION OF AN ASPHALT DRIVE, 65.2 FT (19.9 M) EAST OF THE
 AA5564'CENTERLINE OF PASTURE ROAD LEADING SOUTH--AND 30.5 FT (9.3 M)
 AA5564'EAST-NORTHEAST OF TELEPHONE POLE (2/17), AND 3.8 FT (1.2 M) SOUTH OF A
 AA5564'FENCE POST--BOTH WITH REFERENCE TAGS.
 AA5564
 AA5564                          STATION RECOVERY (2004)
 AA5564
 AA5564'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5565 ***********************************************************************
 AA5565  DESIGNATION -  BILL BLACK AZ MK
 AA5565  PID         -  AA5565
 AA5565  STATE/COUNTY-  NC/BUNCOMBE
 AA5565  USGS QUAD   -  MARS HILL (1990)
 AA5565
 AA5565                         *CURRENT SURVEY CONTROL
 AA5565  ___________________________________________________________________
 AA5565* NAD 83(2001)-  35 45 24.00577(N)    082 34 47.20774(W)     NO CHECK  
 AA5565* NAVD 88     -       656.     (meters)    2152.     (feet)  VERT ANG  
 AA5565  ___________________________________________________________________
 AA5565  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA5565  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AA5565  HORZ ORDER  -  SECOND
 AA5565
 AA5565.The horizontal coordinates were established by classical geodetic methods
 AA5565.and adjusted by the National Geodetic Survey in August 2005.
 AA5565.No horizontal observational check was made to the station.
 AA5565
 AA5565.The orthometric height was determined by vertical angle observations.
 AA5565.No vertical observational check was made to the station.
 AA5565
 AA5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5565
 AA5565.The geoid height was determined by GEOID03.
 AA5565
 AA5565;                    North         East     Units Scale Factor Converg.
 AA5565;SPC NC       -   228,439.533   285,945.300   MT  0.99991133   -2 03 58.1
 AA5565;SPC NC       -   749,472.03    938,138.87   sFT  0.99991133   -2 03 58.1
 AA5565;UTM  17      - 3,958,110.696   357,176.289   MT  0.99985136   -0 55 23.8
 AA5565
 AA5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5565!SPC NC       -   0.99990175  x   0.99991133  =   0.99981309
 AA5565!UTM  17      -   0.99990175  x   0.99985136  =   0.99975312
 AA5565
 AA5565                          SUPERSEDED SURVEY CONTROL
 AA5565
 AA5565  NAD 83(1995)-  35 45 24.00620(N)    082 34 47.20763(W) AD(       ) 2
 AA5565  NAD 83(1986)-  35 45 24.01222(N)    082 34 47.20814(W) AD(       ) 2
 AA5565  NGVD 29 (03/11/98)  656.     (m)         2152.     (f) VERT ANG    3  
 AA5565
 AA5565.Superseded values are not recommended for survey control.
 AA5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5565.See file dsdata.txt to determine how the superseded data were derived.
 AA5565
 AA5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5717658111(NAD 83)
 AA5565_MARKER: DZ = AZIMUTH MARK DISK
 AA5565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5565_SP_SET: CONCRETE POST
 AA5565_STAMPING: BILL BLACK 1991
 AA5565_MARK LOGO: NCGS  
 AA5565_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5565+STABILITY: SURFACE MOTION
 AA5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5565+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5565
 AA5565  HISTORY     - Date     Condition        Report By
 AA5565  HISTORY     - 1991     MONUMENTED       NCGS
 AA5565
 AA5565                          STATION DESCRIPTION
 AA5565
 AA5565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5565'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 AA5565'WEAVERVILLE AND 11.4 MI (18.3 KM) NORTH OF ASHEVILLE. ALONG SR 1756
 AA5565'(JUPITER ROAD) FOR 2.25 MI (3.62 KM) WEST FR0M THE US 19-23 OVERPASS
 AA5565'(JUPITER-BARNARDSVILLE EXIT), OR 0.2 MI (0.3 KM) EAST OF SR 1740 (NEW
 AA5565'STOCK ROAD), BETWEEN DRIVEWAY AND ROAD AT CHERRY LANE FARM. MARK IS
 AA5565'ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 19.5 FT (5.9 M)
 AA5565'SOUTH OF THE CENTERLINE OF THE ROAD, 11.2 FT (3.4 M) NORTH-NORTHEAST
 AA5565'OF THE CENTERLINE OF A GRAVEL DRIVEWAY LEADING EAST, 53.5 FT (16.3 M)
 AA5565'NORTHEAST OF A 34-INCH RED OAK, AND 28.2 FT (8.6 M) NORTHEAST OF A
 AA5565'TELEPHONE POLE--2/10--AT A CABLE BOX WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5364 ***********************************************************************
 FA5364  DESIGNATION -  BILL MILLER
 FA5364  PID         -  FA5364
 FA5364  STATE/COUNTY-  NC/ALEXANDER
 FA5364  USGS QUAD   -  HIDDENITE (1970)
 FA5364
 FA5364                         *CURRENT SURVEY CONTROL
 FA5364  ___________________________________________________________________
 FA5364* NAD 83(2001)-  35 55 39.49140(N)    081 04 49.07132(W)     NO CHECK  
 FA5364* NAVD 88     -       340.     (meters)    1115.     (feet)  VERTCON   
 FA5364  ___________________________________________________________________
 FA5364  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FA5364  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 FA5364  HORZ ORDER  -  SECOND
 FA5364
 FA5364.The horizontal coordinates were established by classical geodetic methods
 FA5364.and adjusted by the National Geodetic Survey in August 2005.
 FA5364.No horizontal observational check was made to the station.
 FA5364
 FA5364.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5364
 FA5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5364
 FA5364.The geoid height was determined by GEOID03.
 FA5364
 FA5364;                    North         East     Units Scale Factor Converg.
 FA5364;SPC NC       -   243,538.715   421,887.329   MT  0.99994205   -1 12 02.5
 FA5364;SPC NC       -   799,009.93  1,384,142.01   sFT  0.99994205   -1 12 02.5
 FA5364;UTM  17      - 3,975,925.310   492,756.363   MT  0.99960065   -0 02 49.6
 FA5364
 FA5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5364!SPC NC       -   0.99995181  x   0.99994205  =   0.99989386
 FA5364!UTM  17      -   0.99995181  x   0.99960065  =   0.99955248
 FA5364
 FA5364                          SUPERSEDED SURVEY CONTROL
 FA5364
 FA5364  NAD 83(1986)-  35 55 39.49766(N)    081 04 49.07683(W) AD(       ) 2
 FA5364  NGVD 29 (11/04/93)  340.     (m)         1115.     (f) GPS OBS     3  
 FA5364
 FA5364.Superseded values are not recommended for survey control.
 FA5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5364.See file dsdata.txt to determine how the superseded data were derived.
 FA5364
 FA5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9275675925(NAD 83)
 FA5364_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5364_SP_SET: CONCRETE POST
 FA5364_STAMPING: BILL MILLER 1991
 FA5364_MARK LOGO: NCGS  
 FA5364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5364+STABILITY: SURFACE MOTION
 FA5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5364+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5364
 FA5364  HISTORY     - Date     Condition        Report By
 FA5364  HISTORY     - 1991     MONUMENTED       NCGS
 FA5364
 FA5364                          STATION DESCRIPTION
 FA5364
 FA5364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5364'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST-NORTHEAST OF
 FA5364'TAYLORSVILLE AND 2.0 MI (3.2 KM) NORTH-NORTHEAST OF HIDDENITE.
 FA5364'ALONG SR 1001 (SULPHUR SPRINGS ROAD) FOR 2.05 MI (3.30 KM)
 FA5364'NORTH-NORTHEAST FROM US 64-NC 90 (IN HIDDENITE), ON THE EAST SIDE OF
 FA5364'THE ROAD IN THE SOUTH EDGE OF BILL MILLERS YARD, OR 0.1 MI (0.2 KM)
 FA5364'NORTH OF SR 1493 (MAYBERRY ROAD).
 FA5364'MARK IS ABOUT 12 FEET HIGHER THAN THE ROAD AND FLUSH WITH THE GROUND.
 FA5364'LOCATED 197.5 FT (60.2 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FA5364'83.5 FT (25.5 M) SOUTH OF THE SOUTHWEST CORNER OF THE MILLER HOUSE,
 FA5364'81.7 FT (24.9 M) SOUTHWEST OF THE SOUTHEAST COUNER OF THE HOUSE AND
 FA5364'47.5 FT (14.5 M) WEST-NORTHWEST OF A 36-INCH OAK WITH A REFERENCE
 FA5364'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2184 ***********************************************************************
 AB2184  DESIGNATION -  BILL RM 1
 AB2184  PID         -  AB2184
 AB2184  STATE/COUNTY-  NC/CRAVEN
 AB2184  USGS QUAD   -  MERRIMON (1983)
 AB2184
 AB2184                         *CURRENT SURVEY CONTROL
 AB2184  ___________________________________________________________________
 AB2184* NAD 83(1986)-  34 56 27.     (N)    076 39 52.     (W)     SCALED    
 AB2184* NAVD 88     -         1.316  (meters)       4.32   (feet)  ADJUSTED  
 AB2184  ___________________________________________________________________
 AB2184  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 AB2184  DYNAMIC HT  -           1.315 (meters)       4.31  (feet)  COMP
 AB2184  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 AB2184
 AB2184  VERT ORDER  -  SECOND    CLASS II
 AB2184
 AB2184.The horizontal coordinates were scaled from a topographic map and have
 AB2184.an estimated accuracy of +/- 6 seconds.
 AB2184
 AB2184.The orthometric height was determined by differential leveling
 AB2184.and adjusted in May 1996.
 AB2184
 AB2184.The geoid height was determined by GEOID03.
 AB2184
 AB2184.The dynamic height is computed by dividing the NAVD 88
 AB2184.geopotential number by the normal gravity value computed on the
 AB2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2184.degrees latitude (g = 980.6199 gals.).
 AB2184
 AB2184.The modeled gravity was interpolated from observed gravity values.
 AB2184
 AB2184;                    North         East    Units  Estimated Accuracy
 AB2184;SPC NC       -   134,610.      822,920.      MT  (+/- 180 meters Scaled)
 AB2184
 AB2184                          SUPERSEDED SURVEY CONTROL
 AB2184
 AB2184.No superseded survey control is available for this station.
 AB2184
 AB2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD480677(NAD 83)
 AB2184_MARKER: DD = SURVEY DISK
 AB2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2184_STAMPING: USACE BILL NO 1
 AB2184_MARK LOGO: USE   
 AB2184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2184+STABILITY: SURFACE MOTION
 AB2184
 AB2184  HISTORY     - Date     Condition        Report By
 AB2184  HISTORY     - 1978     MONUMENTED       USE
 AB2184  HISTORY     - 19890101 GOOD             NCGS
 AB2184
 AB2184                          STATION DESCRIPTION
 AB2184
 AB2184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AB2184'STATION IS LOCATED ABOUT 23.2 KM (14.4 MI) EAST-NORTHEAST OF HAVELOCK
 AB2184'AND 13.7 KM (8.5 MI) NORTHEAST OF HARLOWE COMMUNITY. PROCEED ALONG SR
 AB2184'1392-SR 1700 (ADAMS CREEK RD) FOR 17.4 KM (10.8 MI) NORTH FROM NC 101
 AB2184'(AT HARLOWE), TO A DRIVE NORTH TO BILL TAYLOR FARM, OR ABOUT 400 FEET
 AB2184'WEST OF THE END OF A PAVED ROAD AT ADAMS CREEK (THE INTRACOASTAL
 AB2184'WATERWAY), THENCE NORTH ALONG A DRIVE 0.2 KM (0.1 MI) NORTH TO A FRAME
 AB2184'RESIDENCE, AND THE STATION AT THE NORTHEAST CORNER OF AN OLD GARAGE.
 AB2184'MARK IS FLUSH WITH GROUND.  LOCATED 0.6 M (2.0 FT) NORTH-NORTHEAST OF
 AB2184'THE NORTHEAST CORNER OF THE GARAGE AND 22.9 M (75.1 FT) WEST OF THE
 AB2184'NORTHWEST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2185 ***********************************************************************
 AB2185  DESIGNATION -  BILL RM 2
 AB2185  PID         -  AB2185
 AB2185  STATE/COUNTY-  NC/CRAVEN
 AB2185  USGS QUAD   -  MERRIMON (1983)
 AB2185
 AB2185                         *CURRENT SURVEY CONTROL
 AB2185  ___________________________________________________________________
 AB2185* NAD 83(1986)-  34 56 29.     (N)    076 39 50.     (W)     SCALED    
 AB2185* NAVD 88     -         1.123  (meters)       3.68   (feet)  ADJUSTED  
 AB2185  ___________________________________________________________________
 AB2185  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 AB2185  DYNAMIC HT  -           1.122 (meters)       3.68  (feet)  COMP
 AB2185  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 AB2185
 AB2185  VERT ORDER  -  SECOND    CLASS II
 AB2185
 AB2185.The horizontal coordinates were scaled from a topographic map and have
 AB2185.an estimated accuracy of +/- 6 seconds.
 AB2185
 AB2185.The orthometric height was determined by differential leveling
 AB2185.and adjusted in May 1996.
 AB2185
 AB2185.The geoid height was determined by GEOID03.
 AB2185
 AB2185.The dynamic height is computed by dividing the NAVD 88
 AB2185.geopotential number by the normal gravity value computed on the
 AB2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2185.degrees latitude (g = 980.6199 gals.).
 AB2185
 AB2185.The modeled gravity was interpolated from observed gravity values.
 AB2185
 AB2185;                    North         East    Units  Estimated Accuracy
 AB2185;SPC NC       -   134,670.      822,970.      MT  (+/- 180 meters Scaled)
 AB2185
 AB2185                          SUPERSEDED SURVEY CONTROL
 AB2185
 AB2185.No superseded survey control is available for this station.
 AB2185
 AB2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD480678(NAD 83)
 AB2185_MARKER: DD = SURVEY DISK
 AB2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2185_STAMPING: USACE BILL NO 2
 AB2185_MARK LOGO: USE   
 AB2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2185+STABILITY: SURFACE MOTION
 AB2185
 AB2185  HISTORY     - Date     Condition        Report By
 AB2185  HISTORY     - 1978     MONUMENTED       USE
 AB2185  HISTORY     - 19870101 GOOD             NCGS
 AB2185
 AB2185                          STATION DESCRIPTION
 AB2185
 AB2185'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AB2185'STATION IS LOCATED 23.2 KM (14.4 MI) EAST-NORTHEAST OF HAVELOCK AND
 AB2185'13.7 KM (8.5 MI) NORTHEAST OF HARLOWE COMMUNITY. PROCEED ALONG SR
 AB2185'1392-SR 1700 (ADAMS CREEK RD) FOR 17.4 KM (10.8 MI) NORTH FROM NC 101
 AB2185'(AT HARLOWE), TO A DRIVE NORTH TO BILL TAYLOR FARM, OR ABOUT 400 FT
 AB2185'(121.9 M) WEST OF THE END OF A PAVED ROAD AT ADAMS CREEK (THE
 AB2185'INTRACOASTAL WATERWAY), THENCE NORTH ALONG A DRIVE FOR 0.2 KM (0.1 MI)
 AB2185'TO A FRAME RESIDENCE, AND THE STATION NORTHEAST OF HOUSE ON THE BANK
 AB2185'OF THE CREEK. LOCATED 38.7 M (127.0 FT) NORTH-NORTHEAST OF THE
 AB2185'NORTHEAST CORNER OF THE HOUSE, 2.9 M (9.5 FT) EAST OF A 28-INCH ELM
 AB2185'WITH A REFERENCE TAG, AND 1.2 M (3.9 FT) SOUTH-SOUTHWEST OF A WITNESS
 AB2185'POST. MARK IS LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2853 ***********************************************************************
 EB2853  DESIGNATION -  BILLBOARD
 EB2853  PID         -  EB2853
 EB2853  STATE/COUNTY-  NC/RICHMOND
 EB2853  USGS QUAD   -  HAMLET (1982)
 EB2853
 EB2853                         *CURRENT SURVEY CONTROL
 EB2853  ___________________________________________________________________
 EB2853* NAD 83(2001)-  34 58 30.36664(N)    079 39 15.38600(W)     ADJUSTED  
 EB2853* NAVD 88     -        94.3    (meters)     309.     (feet)  VERTCON   
 EB2853  ___________________________________________________________________
 EB2853  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EB2853  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EB2853  HORZ ORDER  -  SECOND
 EB2853
 EB2853.The horizontal coordinates were established by classical geodetic methods
 EB2853.and adjusted by the National Geodetic Survey in August 2005.
 EB2853
 EB2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2853
 EB2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2853
 EB2853.The geoid height was determined by GEOID03.
 EB2853
 EB2853;                    North         East     Units Scale Factor Converg.
 EB2853;SPC NC       -   136,097.613   549,863.020   MT  0.99988418   -0 22 39.5
 EB2853;SPC NC       -   446,513.59  1,804,008.92   sFT  0.99988418   -0 22 39.5
 EB2853;UTM  17      - 3,871,108.979   622,840.825   MT  0.99978598   +0 46 17.4
 EB2853
 EB2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2853!SPC NC       -   0.99999014  x   0.99988418  =   0.99987432
 EB2853!UTM  17      -   0.99999014  x   0.99978598  =   0.99977612
 EB2853
 EB2853|---------------------------------------------------------------------|
 EB2853| PID    Reference Object                     Distance      Geod. Az  |
 EB2853|                                                           dddmmss.s |
 EB2853| EB2857 JENKINS                             369.199 METERS 06934     |
 EB2853|---------------------------------------------------------------------|
 EB2853
 EB2853                          SUPERSEDED SURVEY CONTROL
 EB2853
 EB2853  NAD 83(1986)-  34 58 30.37172(N)    079 39 15.39131(W) AD(       ) 2
 EB2853  NAD 27      -  34 58 29.81975(N)    079 39 16.19982(W) AD(       ) 2
 EB2853  NGVD 29 (07/19/86)   94.6    (m)          310.     (f) VERT ANG    3  
 EB2853
 EB2853.Superseded values are not recommended for survey control.
 EB2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2853.See file dsdata.txt to determine how the superseded data were derived.
 EB2853
 EB2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2284171109(NAD 83)
 EB2853_MARKER: DE = TRAVERSE STATION DISK
 EB2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2853_STAMPING: BILLBOARD 1972
 EB2853_MARK LOGO: NCGS  
 EB2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2853+STABILITY: SURFACE MOTION
 EB2853
 EB2853  HISTORY     - Date     Condition        Report By
 EB2853  HISTORY     - 1972     MONUMENTED       NCGS
 EB2853
 EB2853                          STATION DESCRIPTION
 EB2853
 EB2853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EB2853'BILLBOARD IS A N. C. GEODETIC TRAVERSE STATION ESTABLISHED IN THE
 EB2853'VICINITY OF MARSTON, NORTH CAROLINA.
 EB2853'
 EB2853'BILLBOARD IS LOCATED APPROXIMATELY 4.1 MILES W OF MARSTON AND 7.0
 EB2853'MILES ENE OF ROCKINGHAM.  TO REACH STATION FROM THE INTERSECTION OF
 EB2853'US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR 3.0
 EB2853'MILES TO STATION ON RIGHT (N), 1.05 MILES EAST OF INTERSECTION
 EB2853'WITH SR 1606, APPROXIMATELY 500 FEET EAST OF A DIRT TRAIL (N) AND
 EB2853'IN LINE WITH FIVE CREOSOTE BILLBOARD POSTS.
 EB2853'
 EB2853'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILL
 EB2853'BOARD 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB2853'IS 1 INCH BELOW THE GROUND.
 EB2853'
 EB2853'MARK IS
 EB2853'
 EB2853'39.3 FEET NW OF C/L OF US 1.
 EB2853'18.8 FEET S OF SOUTHERNMOST SUPPORT POLE ON BILLBOARD.
 EB2853'19.0 FEET SSE OF 8 INCH OAK TREE WITH ALUMINUM REF. TAG.
 EB2853'49.3 FEET E OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EB2853'162.9 FEET W OF PP WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7066 ***********************************************************************
 AE7066  DESIGNATION -  BILLBOARD
 AE7066  PID         -  AE7066
 AE7066  STATE/COUNTY-  NC/CABARRUS
 AE7066  USGS QUAD   -  KANNAPOLIS (1993)
 AE7066
 AE7066                         *CURRENT SURVEY CONTROL
 AE7066  ___________________________________________________________________
 AE7066* NAD 83(2001)-  35 22 57.73357(N)    080 42 19.10884(W)     ADJUSTED  
 AE7066* NAVD 88     -       188.9    (meters)     620.     (feet)  VERTCON   
 AE7066  ___________________________________________________________________
 AE7066  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AE7066  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AE7066  HORZ ORDER  -  SECOND
 AE7066
 AE7066.The horizontal coordinates were established by classical geodetic methods
 AE7066.and adjusted by the National Geodetic Survey in August 2005.
 AE7066
 AE7066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7066
 AE7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7066
 AE7066.The geoid height was determined by GEOID03.
 AE7066
 AE7066;                    North         East     Units Scale Factor Converg.
 AE7066;SPC NC       -   182,446.717   454,682.017   MT  0.99987519   -0 59 03.3
 AE7066;SPC NC       -   598,577.27  1,491,735.92   sFT  0.99987519   -0 59 03.3
 AE7066;UTM  17      - 3,915,524.656   526,765.367   MT  0.99960883   +0 10 14.3
 AE7066
 AE7066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7066!SPC NC       -   0.99997516  x   0.99987519  =   0.99985035
 AE7066!UTM  17      -   0.99997516  x   0.99960883  =   0.99958400
 AE7066
 AE7066                          SUPERSEDED SURVEY CONTROL
 AE7066
 AE7066  NAD 83(1986)-  35 22 57.74965(N)    080 42 19.11701(W) AD(       ) 2
 AE7066  NGVD 29 (09/29/97)  189.1    (m)          620.     (f) VERT ANG    3  
 AE7066
 AE7066.Superseded values are not recommended for survey control.
 AE7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7066.See file dsdata.txt to determine how the superseded data were derived.
 AE7066
 AE7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2676515525(NAD 83)
 AE7066_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7066_STAMPING: BILLBOARD 1987
 AE7066_MARK LOGO: NCGS  
 AE7066_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7066+STABILITY: SURFACE MOTION
 AE7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7066+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AE7066
 AE7066  HISTORY     - Date     Condition        Report By
 AE7066  HISTORY     - 1987     MONUMENTED       NCGS
 AE7066  HISTORY     - 20001003 GOOD             NCGS
 AE7066
 AE7066                          STATION DESCRIPTION
 AE7066
 AE7066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7066'STATION IS LOCATED ABOUT 11.75 KM (7.30 MI) WEST OF CONCORD AND 12.87
 AE7066'KM (8.00 MI) EAST OF HUNTERSVILLE. ALONG I-85 FOR 7.72 KM (4.80 MI)
 AE7066'SOUTHWEST FROM THE NC 73 OVERPASS IN CONCORD, OR 0.97 KM (0.60 MI)
 AE7066'NORTH OF THE ROCKY RIVER BRIDGE, IN SHOULDER, UNDER A POWER LINE
 AE7066'CROSSING HIGHWAY. MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.
 AE7066'LOCATED 8.4 M (27.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF NORTH
 AE7066'BOUND LANE OF HIGHWAY, 12.6 M (41.3 FT) SOUTH-SOUTHWEST OF METAL DRAIN
 AE7066'COVER, 13.3 M (43.6 FT) SOUTHWEST OF EAST END OF CONCRETE CULVERT,
 AE7066'41.9 M (137.5 FT) NORTH OF EAST END OF CONCRETE CULVERT UNDER
 AE7066'HIGHWAY--AND 18.9 M (62.0 FT) NORTH-NORTHEAST OF METAL REFLECTOR POST,
 AE7066'30.1 M (98.8 FT) NORTHWEST OF 6-INCH OAK--BOTH WITH REFERENCE TAGS.
 AE7066
 AE7066                          STATION RECOVERY (2000)
 AE7066
 AE7066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE7066'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 17.8 FT
 AE7066'(5.4 M) WEST OF THE WEST MOST SUPPORT FOR POPLAR TENT ROAD EXIT SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9995 ***********************************************************************
 AE9995  DESIGNATION -  BILLBOARD
 AE9995  PID         -  AE9995
 AE9995  STATE/COUNTY-  NC/IREDELL
 AE9995  USGS QUAD   -  BROOKS CROSSROADS (1970)
 AE9995
 AE9995                         *CURRENT SURVEY CONTROL
 AE9995  ___________________________________________________________________
 AE9995* NAD 83(2001)-  36 02 17.23825(N)    080 49 08.36127(W)     ADJUSTED  
 AE9995* NAVD 88     -       296.2    (meters)     972.     (feet)  VERTCON   
 AE9995  ___________________________________________________________________
 AE9995  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AE9995  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AE9995  HORZ ORDER  -  SECOND
 AE9995
 AE9995.The horizontal coordinates were established by classical geodetic methods
 AE9995.and adjusted by the National Geodetic Survey in August 2005.
 AE9995
 AE9995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9995
 AE9995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9995
 AE9995.The geoid height was determined by GEOID03.
 AE9995
 AE9995;                    North         East     Units Scale Factor Converg.
 AE9995;SPC NC       -   255,332.301   445,688.050   MT  0.99996666   -1 02 59.5
 AE9995;SPC NC       -   837,702.72  1,462,228.21   sFT  0.99996666   -1 02 59.5
 AE9995;UTM  17      - 3,988,191.878   516,306.222   MT  0.99960328   +0 06 23.4
 AE9995
 AE9995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9995!SPC NC       -   0.99995871  x   0.99996666  =   0.99992537
 AE9995!UTM  17      -   0.99995871  x   0.99960328  =   0.99956200
 AE9995
 AE9995                          SUPERSEDED SURVEY CONTROL
 AE9995
 AE9995  NAD 83(1986)-  36 02 17.24612(N)    080 49 08.36833(W) AD(       ) 2
 AE9995  NGVD 29 (05/28/98)  296.4    (m)          972.     (f) VERT ANG    3  
 AE9995
 AE9995.Superseded values are not recommended for survey control.
 AE9995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9995.See file dsdata.txt to determine how the superseded data were derived.
 AE9995
 AE9995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1630688192(NAD 83)
 AE9995_MARKER: DE = TRAVERSE STATION DISK
 AE9995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9995_STAMPING: BILLBOARD 1984
 AE9995_MARK LOGO: NCGS  
 AE9995_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9995+STABILITY: SURFACE MOTION
 AE9995
 AE9995  HISTORY     - Date     Condition        Report By
 AE9995  HISTORY     - 1984     MONUMENTED       NCGS
 AE9995
 AE9995                          STATION DESCRIPTION
 AE9995
 AE9995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AE9995'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST-NORTHEAST OF UNION
 AE9995'GROVE, 9.8 KM (6.1 MI) NORTH-NORTHWEST OF HARMONY.$ALONG I-77 FOR 1.9
 AE9995'KM (1.2 MI) SOUTH OF THE IREDELL-YADKIN COUNTY LINE, OR 1.2 KM (0.7
 AE9995'MI) NORTH OF THE SR 1816 OVERPASS.$MARK PROJECTS 2 INCHES ABOVE GROUND
 AE9995'AND IS 5 FEET HIGHER THAN I-77. LOCATED 31.21 M (102.39 FT)
 AE9995'EAST-NORTHEAST OF CENTERLINE OF NORTHBOUND LANE OF I-77, 8.99 M (29.49
 AE9995'FT) WEST-SOUTHWEST OF BILLBOARD POST, 7.98 M (26.18 FT) WEST-SOUTHWEST
 AE9995'OF RIGHT-OF-WAY FENCE, 19.90 M (65.29 FT) SOUTH-SOUTHWEST OF
 AE9995'RIGHT-OF-WAY FENCE CENTER BRACE POST, 48.10 M (157.81 FT)
 AE9995'NORTH-NORTHEAST OF CENTER OF METAL DRAIN, AND 19.66 M (64.50 FT) EAST
 AE9995'OF NORTH END OF CONCRETE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1812 ***********************************************************************
 FZ1812  DESIGNATION -  BILLIE
 FZ1812  PID         -  FZ1812
 FZ1812  STATE/COUNTY-  NC/YADKIN
 FZ1812  USGS QUAD   -  LONE HICKORY (1966)
 FZ1812
 FZ1812                         *CURRENT SURVEY CONTROL
 FZ1812  ___________________________________________________________________
 FZ1812* NAD 83(2001)-  36 07 05.91739(N)    080 41 16.01538(W)     ADJUSTED  
 FZ1812* NAVD 88     -       282.0    (meters)     925.     (feet)  VERTCON   
 FZ1812  ___________________________________________________________________
 FZ1812  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FZ1812  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 FZ1812  HORZ ORDER  -  SECOND
 FZ1812
 FZ1812.The horizontal coordinates were established by classical geodetic methods
 FZ1812.and adjusted by the National Geodetic Survey in August 2005.
 FZ1812
 FZ1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1812
 FZ1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1812
 FZ1812.The geoid height was determined by GEOID03.
 FZ1812
 FZ1812;                    North         East     Units Scale Factor Converg.
 FZ1812;SPC NC       -   264,019.741   457,661.507   MT  0.99998686   -0 58 26.9
 FZ1812;SPC NC       -   866,204.77  1,501,511.13   sFT  0.99998686   -0 58 26.9
 FZ1812;UTM  17      - 3,997,116.060   528,097.414   MT  0.99960973   +0 11 02.5
 FZ1812
 FZ1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1812!SPC NC       -   0.99996098  x   0.99998686  =   0.99994784
 FZ1812!UTM  17      -   0.99996098  x   0.99960973  =   0.99957072
 FZ1812
 FZ1812:                Primary Azimuth Mark                     Grid Az
 FZ1812:SPC NC       -  FLEMING                                  266 00 57.7
 FZ1812:UTM  17      -  FLEMING                                  264 51 28.3
 FZ1812
 FZ1812|---------------------------------------------------------------------|
 FZ1812| PID    Reference Object                     Distance      Geod. Az  |
 FZ1812|                                                           dddmmss.s |
 FZ1812| FZ1808 FLEMING                             APPROX. 0.5 KM 2650230.8 |
 FZ1812|---------------------------------------------------------------------|
 FZ1812
 FZ1812                          SUPERSEDED SURVEY CONTROL
 FZ1812
 FZ1812  NAD 83(1993)-  36 07 05.92413(N)    080 41 16.02454(W) AD(       ) 2
 FZ1812  NAD 83(1986)-  36 07 05.92861(N)    080 41 16.01817(W) AD(       ) 2
 FZ1812  NAD 27      -  36 07 05.43898(N)    080 41 16.79264(W) AD(       ) 2
 FZ1812  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG    3  
 FZ1812
 FZ1812.Superseded values are not recommended for survey control.
 FZ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1812.See file dsdata.txt to determine how the superseded data were derived.
 FZ1812
 FZ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2809797116(NAD 83)
 FZ1812_MARKER: DE = TRAVERSE STATION DISK
 FZ1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1812_STAMPING: BILLIE 1970
 FZ1812_MARK LOGO: NCGS  
 FZ1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1812+STABILITY: SURFACE MOTION
 FZ1812
 FZ1812  HISTORY     - Date     Condition        Report By
 FZ1812  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1812  HISTORY     - 1980     GOOD             NCGS
 FZ1812
 FZ1812                          STATION DESCRIPTION
 FZ1812
 FZ1812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1812'BILLIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1812'VICINITY OF YADKINVILLE, NORTH CAROLINA.
 FZ1812'
 FZ1812'BILLIE IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF YADKINVILLE
 FZ1812'AND 2.8 MILES EAST OF BRANON.  TO REACH STATION PROCEED FROM THE
 FZ1812'BRIDGE ON US 421 OVER US 601, GO WEST ON US 421 FOR 1.55 MILES TO
 FZ1812'STATION ON LEFT, APPROXIMATELY 100 FEET EAST OF EDGE OF WOODS, AND
 FZ1812'0.1 MILE EAST OF INTERSECTION OF SR 1134 (BILLIE REYNOLDS RD.)
 FZ1812'AND US 421.
 FZ1812'
 FZ1812'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLIE
 FZ1812'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1812'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1812'
 FZ1812'MARK IS
 FZ1812'37.5 FEET S OF C/L OF W BOUND TRAFFIC OF US 421.
 FZ1812'118.2 FEET SSE OF ALUMINUM REF. TAG ON PP.
 FZ1812'94.7 FEET ENE OF ALUMINUM REF. TAG ON 18 INCH OAK TREE.
 FZ1812
 FZ1812                          STATION RECOVERY (1980)
 FZ1812
 FZ1812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ1812'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FZ1812'
 FZ1812'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1712 ***********************************************************************
 FW1712  DESIGNATION -  BILLS
 FW1712  PID         -  FW1712
 FW1712  STATE/COUNTY-  NC/CURRITUCK
 FW1712  USGS QUAD   -  JARVISBURG (1982)
 FW1712
 FW1712                         *CURRENT SURVEY CONTROL
 FW1712  ___________________________________________________________________
 FW1712* NAD 83(2001)-  36 07 59.94802(N)    075 50 17.86518(W)     ADJUSTED  
 FW1712* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 FW1712  ___________________________________________________________________
 FW1712  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FW1712  GEOID HEIGHT-         -38.86  (meters)                     GEOID03
 FW1712  HORZ ORDER  -  SECOND
 FW1712
 FW1712.The horizontal coordinates were established by classical geodetic methods
 FW1712.and adjusted by the National Geodetic Survey in August 2005.
 FW1712
 FW1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1712
 FW1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1712
 FW1712.The geoid height was determined by GEOID03.
 FW1712
 FW1712;                    North         East     Units Scale Factor Converg.
 FW1712;SPC NC       -   268,925.027   894,140.826   MT  0.99999086   +1 49 29.4
 FW1712;SPC NC       -   882,298.19  2,933,527.03   sFT  0.99999086   +1 49 29.4
 FW1712;UTM  18      - 3,999,061.016   424,572.930   MT  0.99967010   -0 29 39.6
 FW1712
 FW1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1712!SPC NC       -   1.00000574  x   0.99999086  =   0.99999660
 FW1712!UTM  18      -   1.00000574  x   0.99967010  =   0.99967584
 FW1712
 FW1712                          SUPERSEDED SURVEY CONTROL
 FW1712
 FW1712  NAD 83(1993)-  36 07 59.95962(N)    075 50 17.87547(W) AD(       ) 2
 FW1712  NAD 83(1986)-  36 07 59.96143(N)    075 50 17.88613(W) AD(       ) 2
 FW1712  NGVD 29 (11/01/90)    2.5    (m)            8.     (f) VERT ANG    3  
 FW1712
 FW1712.Superseded values are not recommended for survey control.
 FW1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1712.See file dsdata.txt to determine how the superseded data were derived.
 FW1712
 FW1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2457399061(NAD 83)
 FW1712_MARKER: DE = TRAVERSE STATION DISK
 FW1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1712_STAMPING: BILLS 1978
 FW1712_MARK LOGO: NCGS  
 FW1712_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1712+STABILITY: SURFACE MOTION
 FW1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1712+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 FW1712
 FW1712  HISTORY     - Date     Condition        Report By
 FW1712  HISTORY     - 1978     MONUMENTED       NCGS
 FW1712  HISTORY     - 20040921 SEE DESCRIPTION  NCGS
 FW1712
 FW1712                          STATION DESCRIPTION
 FW1712
 FW1712'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1712'THE STATION IS LOCATED APPROXIAMETLY 0.4 MILES NORTH OF MAMIE AND 4.3
 FW1712'MILES NORTHWEST OF POINT HARBOR.
 FW1712'
 FW1712'TO REACH THE STATION FROM THE WEST END OF THE CURRITUCK SOUND AT POINT
 FW1712'HARBOR, PROCEED NORTHWEST ALONG US 158 FOR 4.95 MILES TO SR 1114 AND
 FW1712'STATION IN LEFT SHOULDER AT HENDERSON RESIDENCE.
 FW1712'
 FW1712'STATION MARK IS A STANDARD DISK STAMPED---BILLS 1978---SET IN TOP OF
 FW1712'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1712'19.2 FEET WEST-SOUTHWEST OF CENTERLINE OF US 158, 50.7 FEET NORTH OF
 FW1712'CENTERLINE PROLONGATION OF CENTERLINE OF SR 1114, 75.9 FEET NORTH-
 FW1712'NORTHWEST OF POWER POLE Q1530 WITH REFERENCE TAG, 57.9 FEET EAST-
 FW1712'NORTHEAST OF EAST POST FOR --EVANS RESTAURANT-- BILLBOARD WITH
 FW1712'REFERENCE TAG AND 135.7 FEET SOUTH OF POWER POLE 283 WITH REFERENCE
 FW1712'TAG.
 FW1712
 FW1712                          STATION RECOVERY (2004)
 FW1712
 FW1712'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1712'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  PROBABLY
 FW1712'DESTROYED BY 4-LANE HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2777 ***********************************************************************
 FB2777  DESIGNATION -  BILLS CREEK
 FB2777  PID         -  FB2777
 FB2777  STATE/COUNTY-  NC/RUTHERFORD
 FB2777  USGS QUAD   -  LAKE LURE (1987)
 FB2777
 FB2777                         *CURRENT SURVEY CONTROL
 FB2777  ___________________________________________________________________
 FB2777* NAD 83(2001)-  35 27 23.08985(N)    082 08 10.71472(W)     ADJUSTED  
 FB2777* NAVD 88     -       362.6    (meters)    1190.     (feet)  VERTCON   
 FB2777  ___________________________________________________________________
 FB2777  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 FB2777  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 FB2777  HORZ ORDER  -  SECOND
 FB2777
 FB2777.The horizontal coordinates were established by classical geodetic methods
 FB2777.and adjusted by the National Geodetic Survey in August 2005.
 FB2777
 FB2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2777
 FB2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2777
 FB2777.The geoid height was determined by GEOID03.
 FB2777
 FB2777;                    North         East     Units Scale Factor Converg.
 FB2777;SPC NC       -   193,789.634   324,973.940   MT  0.99987895   -1 48 36.7
 FB2777;SPC NC       -   635,791.49  1,066,185.33   sFT  0.99987895   -1 48 36.7
 FB2777;UTM  17      - 3,924,252.710   396,886.685   MT  0.99973102   -0 39 33.2
 FB2777
 FB2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2777!SPC NC       -   0.99994803  x   0.99987895  =   0.99982698
 FB2777!UTM  17      -   0.99994803  x   0.99973102  =   0.99967906
 FB2777
 FB2777:                Primary Azimuth Mark                     Grid Az
 FB2777:SPC NC       -  YOUNGS MTN                               306 21 46.7
 FB2777:UTM  17      -  YOUNGS MTN                               305 12 43.2
 FB2777
 FB2777|---------------------------------------------------------------------|
 FB2777| PID    Reference Object                     Distance      Geod. Az  |
 FB2777|                                                           dddmmss.s |
 FB2777| FB2782 YOUNGS MTN                          APPROX. 4.2 KM 3043310.0 |
 FB2777|---------------------------------------------------------------------|
 FB2777
 FB2777                          SUPERSEDED SURVEY CONTROL
 FB2777
 FB2777  NAD 83(1986)-  35 27 23.09960(N)    082 08 10.71694(W) AD(       ) 2
 FB2777  NAD 27      -  35 27 22.65430(N)    082 08 11.32833(W) AD(       ) 2
 FB2777  NGVD 29 (07/19/86)  362.8    (m)         1190.     (f) VERT ANG    3  
 FB2777
 FB2777.Superseded values are not recommended for survey control.
 FB2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2777.See file dsdata.txt to determine how the superseded data were derived.
 FB2777
 FB2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9688724253(NAD 83)
 FB2777_MARKER: DE = TRAVERSE STATION DISK
 FB2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2777_STAMPING: BILLS CREEK 1973
 FB2777_MARK LOGO: NCGS  
 FB2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2777+STABILITY: SURFACE MOTION
 FB2777
 FB2777  HISTORY     - Date     Condition        Report By
 FB2777  HISTORY     - 1973     MONUMENTED       NCGS
 FB2777  HISTORY     - 19961115 MARK NOT FOUND   USPSQD
 FB2777
 FB2777                          STATION DESCRIPTION
 FB2777
 FB2777'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FB2777'BILLS CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB2777'IN THE VICINITY OF LAKE LURE, NORTH CAROLINA.
 FB2777'
 FB2777'BILLS CREEK IS LOCATED APPROXIMATELY 5.6 MILES (AIR MILES) ENE OF
 FB2777'LAKE LURE POST OFFICE, AND 11.8 MILES NW OF RUTHERFORDTON.  TO REACH
 FB2777'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008
 FB2777'(BILLS CREEK ROAD) ON THE EAST SIDE OF LAKE LURE, PROCEED
 FB2777'NORTHERLY ALONG SR 1009 FOR 3.20 MILES TO STATION ON LEFT, 0.15
 FB2777'MILES NORTH OF INTERSECTION WITH SR 1337 (LEADING EAST),
 FB2777'APPROXIMATELY 175 FEET SOUTH OF A TWO STORY BRICK HOME.
 FB2777'
 FB2777'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLS
 FB2777'CREEK 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB2777'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB2777'
 FB2777'MARK IS
 FB2777'23.7 FEET NW OF C/L OF SR 1008.
 FB2777'136.1 FEET SSW OF INTERSECTION OF DRIVEWAYS TO, AND AROUND BRICK
 FB2777'HOME.
 FB2777'121.4 FEET SW OF S END OF CULVERT OF DRIVEWAY ENTRANCE.
 FB2777'127.0 FEET S OF 10 INCH PINE W/ALUMINUM REF. TAG.
 FB2777'191.1 FEET ENE OF PP W/ALUMINUM REF. TAG.
 FB2777
 FB2777                          STATION RECOVERY (1996)
 FB2777
 FB2777'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB2777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2778 ***********************************************************************
 FB2778  DESIGNATION -  BILLS MTN
 FB2778  PID         -  FB2778
 FB2778  STATE/COUNTY-  NC/RUTHERFORD
 FB2778  USGS QUAD   -  LAKE LURE (1987)
 FB2778
 FB2778                         *CURRENT SURVEY CONTROL
 FB2778  ___________________________________________________________________
 FB2778* NAD 83(2001)-  35 26 19.22705(N)    082 08 37.14397(W)     ADJUSTED  
 FB2778* NAVD 88     -       546.2    (meters)    1792.     (feet)  VERTCON   
 FB2778  ___________________________________________________________________
 FB2778  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 FB2778  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FB2778  HORZ ORDER  -  SECOND
 FB2778
 FB2778.The horizontal coordinates were established by classical geodetic methods
 FB2778.and adjusted by the National Geodetic Survey in August 2005.
 FB2778
 FB2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2778
 FB2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2778
 FB2778.The geoid height was determined by GEOID03.
 FB2778
 FB2778;                    North         East     Units Scale Factor Converg.
 FB2778;SPC NC       -   191,843.739   324,245.598   MT  0.99987789   -1 48 51.9
 FB2778;SPC NC       -   629,407.33  1,063,795.77   sFT  0.99987789   -1 48 51.9
 FB2778;UTM  17      - 3,922,292.864   396,197.683   MT  0.99973278   -0 39 47.5
 FB2778
 FB2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2778!SPC NC       -   0.99991922  x   0.99987789  =   0.99979712
 FB2778!UTM  17      -   0.99991922  x   0.99973278  =   0.99965202
 FB2778
 FB2778:                Primary Azimuth Mark                     Grid Az
 FB2778:SPC NC       -  BILLS CREEK                              020 31 14.9
 FB2778:UTM  17      -  BILLS CREEK                              019 22 10.5
 FB2778
 FB2778|---------------------------------------------------------------------|
 FB2778| PID    Reference Object                     Distance      Geod. Az  |
 FB2778|                                                           dddmmss.s |
 FB2778| FB2777 BILLS CREEK                         APPROX. 2.1 KM 0184223.0 |
 FB2778|---------------------------------------------------------------------|
 FB2778
 FB2778                          SUPERSEDED SURVEY CONTROL
 FB2778
 FB2778  NAD 83(1986)-  35 26 19.23703(N)    082 08 37.14626(W) AD(       ) 2
 FB2778  NAD 27      -  35 26 18.79079(N)    082 08 37.75838(W) AD(       ) 2
 FB2778  NGVD 29 (07/19/86)  546.4    (m)         1793.     (f) VERT ANG    3  
 FB2778
 FB2778.Superseded values are not recommended for survey control.
 FB2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2778.See file dsdata.txt to determine how the superseded data were derived.
 FB2778
 FB2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9619822293(NAD 83)
 FB2778_MARKER: DE = TRAVERSE STATION DISK
 FB2778_SETTING: 80 = SET IN A BOULDER
 FB2778_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FB2778_STAMPING: BILLS MTN 1973
 FB2778_MARK LOGO: NCGS  
 FB2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2778+STABILITY: SURFACE MOTION
 FB2778
 FB2778  HISTORY     - Date     Condition        Report By
 FB2778  HISTORY     - 1973     MONUMENTED       NCGS
 FB2778
 FB2778                          STATION DESCRIPTION
 FB2778
 FB2778'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FB2778'BILLS MTN. IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2778'THE VICINITY OF YOUNGS MOUNTAIN, NORTH CAROLINA.
 FB2778'
 FB2778'BILLS MTN. IS LOCATED APPROXIMATELY 5.1 MILES (AIR MILES) ENE OF LAKE
 FB2778'LURE POST OFFICE, AND 11.5 MILES NW OF RUTHERFORDTON.  TO REACH
 FB2778'STATION FROM THE INTERSECTION OF US 64 AND US 74 WITH SR 1008
 FB2778'(BILLS CREEK ROAD) ON EAST SIDE OF LAKE LURE, PROCEED NORTH ALONG
 FB2778'SR 1008 FOR 1.0 MILES TO WOODS ROAD ON RIGHT (JUST SOUTH OF
 FB2778'ABANDONED STORE), THENCE EAST ALONG ROAD FOR 0.05 MILES TO
 FB2778'FIRST WOODS ROAD (4-WHEEL DRIVE ROAD) ON LEFT.  THENCE NE ALONG
 FB2778'WOODS ROAD FOR 0.40 MILES TO T-INTERSECTION TURN LEFT AND PROCEED
 FB2778'EASTERLY FOR 0.45 MILES TO S CURVE, THENCE NW THROUGH WOODS ALONG
 FB2778'RIDGE (NO ROAD OR PATH) FOR APPROXIMATELY 450 FEET TO NW CORNER OF
 FB2778'ROCK CLIFF, THENCE NNE ALONG ROCKS FOR APPROXIMATELY 75 FEET AND
 FB2778'DOWN APPROXIMATELY 20 FEET TO STATION.
 FB2778'
 FB2778'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLS
 FB2778'MTN. 1973, SET FLUSH IN DRILLED HOLE.
 FB2778'
 FB2778'MARK IS
 FB2778'SLOPE DISTANCE 30.4 FEET WNW OF 5 INCH PINE W/ALUMINUM REF. TAG.
 FB2778'SLOPE DISTANCE 34.7 FEET NNW OF 10 INCH CHESTNUT OAK W/ALUMINUM
 FB2778'REF. TAG.
 FB2778'SLOPE DISTANCE 17.1 FEET N OF 4 INCH PINE W/ALUMINUM REF. TAG.
 FB2778'25.7 FEET WSW OF 8 INCH PINE STUMP.
 FB2778'SLOPE DISTANCE 69.0 FEET NNE OF 5 INCH PINE W/ALUMINUM REF.
 FB2778'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0979 ***********************************************************************
 EA0979  DESIGNATION -  BILLY
 EA0979  PID         -  EA0979
 EA0979  STATE/COUNTY-  NC/DUPLIN
 EA0979  USGS QUAD   -  CHINQUAPIN (1981)
 EA0979
 EA0979                         *CURRENT SURVEY CONTROL
 EA0979  ___________________________________________________________________
 EA0979* NAD 83(2001)-  34 50 47.37034(N)    077 46 18.35972(W)     ADJUSTED  
 EA0979* NAVD 88     -        17.856  (meters)      58.58   (feet)  ADJUSTED  
 EA0979  ___________________________________________________________________
 EA0979  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EA0979  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 EA0979  DYNAMIC HT  -          17.839 (meters)      58.53  (feet)  COMP
 EA0979  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 EA0979
 EA0979  HORZ ORDER  -  SECOND
 EA0979  VERT ORDER  -  SECOND    CLASS II
 EA0979
 EA0979.The horizontal coordinates were established by classical geodetic methods
 EA0979.and adjusted by the National Geodetic Survey in August 2005.
 EA0979
 EA0979.The orthometric height was determined by differential leveling
 EA0979.and adjusted in June 1991.
 EA0979
 EA0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0979
 EA0979.The geoid height was determined by GEOID03.
 EA0979
 EA0979.The dynamic height is computed by dividing the NAVD 88
 EA0979.geopotential number by the normal gravity value computed on the
 EA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0979.degrees latitude (g = 980.6199 gals.).
 EA0979
 EA0979.The modeled gravity was interpolated from observed gravity values.
 EA0979
 EA0979;                    North         East     Units Scale Factor Converg.
 EA0979;SPC NC       -   122,329.289   721,919.009   MT  0.99989745   +0 42 32.0
 EA0979;SPC NC       -   401,342.01  2,368,495.95   sFT  0.99989745   +0 42 32.0
 EA0979;UTM  18      - 3,859,524.049   246,565.678   MT  1.00039170   -1 35 04.5
 EA0979
 EA0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0979!SPC NC       -   1.00000292  x   0.99989745  =   0.99990037
 EA0979!UTM  18      -   1.00000292  x   1.00039170  =   1.00039462
 EA0979
 EA0979:                Primary Azimuth Mark                     Grid Az
 EA0979:SPC NC       -  LANIER                                   079 21 42.1
 EA0979:UTM  18      -  LANIER                                   081 39 18.6
 EA0979
 EA0979|---------------------------------------------------------------------|
 EA0979| PID    Reference Object                     Distance      Geod. Az  |
 EA0979|                                                           dddmmss.s |
 EA0979| EA1034 LANIER                              APPROX. 0.7 KM 0800414.1 |
 EA0979| EA2992 JERRY                               339.712 METERS 08044     |
 EA0979|---------------------------------------------------------------------|
 EA0979
 EA0979                          SUPERSEDED SURVEY CONTROL
 EA0979
 EA0979  NAD 83(1986)-  34 50 47.38041(N)    077 46 18.37104(W) AD(       ) 2
 EA0979  NAD 27      -  34 50 46.78542(N)    077 46 19.45775(W) AD(       ) 2
 EA0979  NGVD 29 (??/??/92)   18.151  (m)           59.55   (f) ADJ UNCH    2 2
 EA0979
 EA0979.Superseded values are not recommended for survey control.
 EA0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0979.See file dsdata.txt to determine how the superseded data were derived.
 EA0979
 EA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4656659524(NAD 83)
 EA0979_MARKER: DD = SURVEY DISK
 EA0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0979_STAMPING: BILLY 1974
 EA0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0979+STABILITY: SURFACE MOTION
 EA0979
 EA0979  HISTORY     - Date     Condition        Report By
 EA0979  HISTORY     - 1974     MONUMENTED       NCGS
 EA0979  HISTORY     - 1975     GOOD             NCGS
 EA0979  HISTORY     - 19940402 GOOD             USPSQD
 EA0979
 EA0979                          STATION DESCRIPTION
 EA0979
 EA0979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0979'BILLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0979'THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0979'
 EA0979'BILLY IS LOCATED APPROXIMATELY 5.3 MILES SOUTH OF BEULAVILLE, AND
 EA0979'2.5 MILES ENE OF CHINQUAPIN.  TO REACH STATION FROM INTERSECTION
 EA0979'OF NC 41 WITH NC 50 AT CHINQUAPIN, PROCEED NORTHEAST ALONG NC 41
 EA0979'FOR 0.8 MILE TO INTERSECTION WITH SR 1001, THENCE NE ALONG SR
 EA0979'1001 FOR 1.95 MILES TO STATION ON LEFT, AT EAST DRIVE TO BILLY
 EA0979'HATCHERS RESIDENCE AND VEGETABLE GARDEN AREA.
 EA0979'
 EA0979'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0979'BILLY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0979'WHICH IS 1 INCH BELOW THE GROUND.
 EA0979'
 EA0979'MARK IS 30.4 FT NW OF C/L SR 1001
 EA0979'
 EA0979'5.9 FT NE OF C/L DRIVE TO GARDEN AREA
 EA0979'
 EA0979'8.4 FT SW OF 3 IN MAPLE TREE
 EA0979'
 EA0979'20.4 FT E OF 6 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0979'
 EA0979'112.4 FT SE OF GATE POST TO FENCED FIELD AREA
 EA0979
 EA0979                          STATION RECOVERY (1975)
 EA0979
 EA0979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0979'2.5 MI ENE FROM CHINQUAPIN.
 EA0979'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0979'PROCEED NORTHEAST ALONG NC 41 FOR 0.8 MILE TO INTERSECTION WITH SR
 EA0979'1001, THENCE NE ALONG SR 1001 FOR 1.95 MILES TO STATION ON LEFT AT
 EA0979'EAST DRIVE TO BILLY HATCHERS RESIDENCE AND VEGETABLE GARDEN AREA. 30.4
 EA0979'FT. NW OF C/L OF SR 1001, 5.9 FT. NE OF C/L OF DRIVE TO GARDEN AREA,
 EA0979'8.4 FT. SW OF 3 IN. MAPLE TREE, 20.4 FT. EAST OF 6 IN. PINE TREE WITH
 EA0979'ALUMINUM REF. TAG, AND 112.4 FT. SE OF GATE POST TO FENCE FIELD AREA.
 EA0979'DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF
 EA0979'THE GROUND.
 EA0979
 EA0979                          STATION RECOVERY (1994)
 EA0979
 EA0979'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2406 ***********************************************************************
 EZ2406  DESIGNATION -  BILLY
 EZ2406  PID         -  EZ2406
 EZ2406  STATE/COUNTY-  NC/WAKE
 EZ2406  USGS QUAD   -  ROLESVILLE (1993)
 EZ2406
 EZ2406                         *CURRENT SURVEY CONTROL
 EZ2406  ___________________________________________________________________
 EZ2406* NAD 83(2001)-  35 55 44.87271(N)    078 24 04.84784(W)     ADJUSTED  
 EZ2406* NAVD 88     -       109.910  (meters)     360.60   (feet)  ADJUSTED  
 EZ2406  ___________________________________________________________________
 EZ2406  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 EZ2406  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 EZ2406  DYNAMIC HT  -         109.815 (meters)     360.28  (feet)  COMP
 EZ2406  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 EZ2406
 EZ2406  HORZ ORDER  -  SECOND
 EZ2406  VERT ORDER  -  SECOND    CLASS II
 EZ2406
 EZ2406.The horizontal coordinates were established by classical geodetic methods
 EZ2406.and adjusted by the National Geodetic Survey in August 2005.
 EZ2406
 EZ2406.The orthometric height was determined by differential leveling
 EZ2406.and adjusted in June 1991.
 EZ2406
 EZ2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2406
 EZ2406.The geoid height was determined by GEOID03.
 EZ2406
 EZ2406.The dynamic height is computed by dividing the NAVD 88
 EZ2406.geopotential number by the normal gravity value computed on the
 EZ2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2406.degrees latitude (g = 980.6199 gals.).
 EZ2406
 EZ2406.The modeled gravity was interpolated from observed gravity values.
 EZ2406
 EZ2406;                    North         East     Units Scale Factor Converg.
 EZ2406;SPC NC       -   241,900.525   663,622.827   MT  0.99994236   +0 20 43.9
 EZ2406;SPC NC       -   793,635.31  2,177,235.89   sFT  0.99994236   +0 20 43.9
 EZ2406;UTM  17      - 3,979,209.090   734,445.063   MT  1.00027733   +1 31 32.0
 EZ2406
 EZ2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2406!SPC NC       -   0.99998801  x   0.99994236  =   0.99993037
 EZ2406!UTM  17      -   0.99998801  x   1.00027733  =   1.00026534
 EZ2406
 EZ2406:                Primary Azimuth Mark                     Grid Az
 EZ2406:SPC NC       -  BUD                                      129 40 05.8
 EZ2406:UTM  17      -  BUD                                      128 29 17.7
 EZ2406
 EZ2406|---------------------------------------------------------------------|
 EZ2406| PID    Reference Object                     Distance      Geod. Az  |
 EZ2406|                                                           dddmmss.s |
 EZ2406| EZ2405 BUD                                 APPROX. 0.6 KM 1300049.7 |
 EZ2406|---------------------------------------------------------------------|
 EZ2406
 EZ2406                          SUPERSEDED SURVEY CONTROL
 EZ2406
 EZ2406  NAD 83(1986)-  35 55 44.87838(N)    078 24 04.85907(W) AD(       ) 2
 EZ2406  NAD 27      -  35 55 44.32743(N)    078 24 05.86444(W) AD(       ) 2
 EZ2406  NGVD 29 (??/??/92)  110.189  (m)          361.51   (f) ADJ UNCH    2 2
 EZ2406
 EZ2406.Superseded values are not recommended for survey control.
 EZ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2406.See file dsdata.txt to determine how the superseded data were derived.
 EZ2406
 EZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3444579209(NAD 83)
 EZ2406_MARKER: DE = TRAVERSE STATION DISK
 EZ2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2406_STAMPING: BILLY 1976
 EZ2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2406+STABILITY: SURFACE MOTION
 EZ2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2406+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 EZ2406
 EZ2406  HISTORY     - Date     Condition        Report By
 EZ2406  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2406  HISTORY     - 1976     GOOD             NCGS
 EZ2406  HISTORY     - 20041120 GOOD             USPSQD
 EZ2406  HISTORY     - 20070906 GOOD             GEOCAC
 EZ2406
 EZ2406                          STATION DESCRIPTION
 EZ2406
 EZ2406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2406'BILLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2406'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA.
 EZ2406'
 EZ2406'BILLY IS LOCATED APPROXIMATELY 3.2 MILES EAST OF ROLESVILLE AND
 EZ2406'8.7 MILES NNW OF ZEBULON.  TO REACH STATION FROM INTERSECTION OF
 EZ2406'NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED
 EZ2406'SOUTHEAST ALONG NC 96 FOR 1.85 MILES TO INTERSECTION WITH SR 2301
 EZ2406'AND STATION ON LEFT, IN NORTHEAST QUADRANT OF THE CROSSROADS,
 EZ2406'NEAR A SMALL CEMETERY AND IN THE SOUTHWEST CORNER OF YARD OF
 EZ2406'BILLY T. PERRYS ONE STORY BRICK RESIDENCE.
 EZ2406'
 EZ2406'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2406'BILLY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2406'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2406'
 EZ2406'MARK IS 33.2 FT NE OF C/L OF NC 96
 EZ2406'
 EZ2406'127.6 FT SE OF C/L OF SR 2301
 EZ2406'
 EZ2406'102.8 FT ESE OF C/L CROSSROADS
 EZ2406'
 EZ2406'59.7 FT SSW OF CENTER OF TOP OF GRAHAM H. MAY TOMBSTONE
 EZ2406'
 EZ2406'43.1 FT W OF 8 INCH PECAN TREE WITH ALUMINUM REF. TAG
 EZ2406'
 EZ2406'108.2 FT N OF POWER POLE WITH ALUMINUM REF. TAG
 EZ2406
 EZ2406                          STATION RECOVERY (1976)
 EZ2406
 EZ2406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2406'3.2 MI E FROM ROLESVILLE.
 EZ2406'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2406'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.85 MILES TO
 EZ2406'INTERSECTION WITH SR 2301 AND STATION ON LEFT, IN NORTHEAST QUADRANT
 EZ2406'OF THE CROSSROADS, NEAR A SMALL CEMETERY AND IN THE SOUTHWEST CORNER
 EZ2406'OF YARD OF BILLY T PERRYS ONE STORY BRICK RESIDENCE.  33.2 FT. NE OF
 EZ2406'C/L OF NC 96, 127.6 FT. SE OF C/L OF SR 2301, 102.8 FT. ESE OF C/L OF
 EZ2406'CROSSROADS, 59.7 FT. SSW OF CENTER OF TOP OF GRAHAM H. MAY TOMBSTONE,
 EZ2406'43.1 FT. W OF 8 INCH PECAN WITH ALUMINUM REF. TAG, AND 108.2 FT. N OF
 EZ2406'PP WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH
 EZ2406'WITH THE SURFACE OF THE GROUND.
 EZ2406
 EZ2406                          STATION RECOVERY (2004)
 EZ2406
 EZ2406'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2406'RECOVERED AS DESCRIBED
 EZ2406
 EZ2406                          STATION RECOVERY (2007)
 EZ2406
 EZ2406'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2406'SR2301 IS BARHAM SIDING ROAD. NC96 IS ALSO KNOWN AS ZEBULON ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2212 ***********************************************************************
 FY2212  DESIGNATION -  BILLY
 FY2212  PID         -  FY2212
 FY2212  STATE/COUNTY-  NC/ORANGE
 FY2212  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2212
 FY2212                         *CURRENT SURVEY CONTROL
 FY2212  ___________________________________________________________________
 FY2212* NAD 83(2001)-  36 06 48.01541(N)    079 05 49.71862(W)     ADJUSTED  
 FY2212* NAVD 88     -       190.827  (meters)     626.07   (feet)  ADJUSTED  
 FY2212  ___________________________________________________________________
 FY2212  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 FY2212  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FY2212  DYNAMIC HT  -         190.676 (meters)     625.58  (feet)  COMP
 FY2212  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 FY2212
 FY2212  HORZ ORDER  -  SECOND
 FY2212  VERT ORDER  -  SECOND    CLASS II
 FY2212
 FY2212.The horizontal coordinates were established by classical geodetic methods
 FY2212.and adjusted by the National Geodetic Survey in August 2005.
 FY2212
 FY2212.The orthometric height was determined by differential leveling
 FY2212.and adjusted in June 1991.
 FY2212
 FY2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2212
 FY2212.The geoid height was determined by GEOID03.
 FY2212
 FY2212.The dynamic height is computed by dividing the NAVD 88
 FY2212.geopotential number by the normal gravity value computed on the
 FY2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2212.degrees latitude (g = 980.6199 gals.).
 FY2212
 FY2212.The modeled gravity was interpolated from observed gravity values.
 FY2212
 FY2212;                    North         East     Units Scale Factor Converg.
 FY2212;SPC NC       -   262,180.580   600,855.031   MT  0.99998555   -0 03 21.8
 FY2212;SPC NC       -   860,170.79  1,971,305.21   sFT  0.99998555   -0 03 21.8
 FY2212;UTM  17      - 3,998,195.897   671,263.848   MT  0.99996142   +1 07 18.4
 FY2212
 FY2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2212!SPC NC       -   0.99997484  x   0.99998555  =   0.99996039
 FY2212!UTM  17      -   0.99997484  x   0.99996142  =   0.99993626
 FY2212
 FY2212                          SUPERSEDED SURVEY CONTROL
 FY2212
 FY2212  NAD 83(1993)-  36 06 48.01739(N)    079 05 49.72662(W) AD(       ) 2
 FY2212  NAD 83(1986)-  36 06 48.01744(N)    079 05 49.72839(W) AD(       ) 2
 FY2212  NGVD 29 (03/05/92)  191.065  (m)          626.85   (f) ADJUSTED    2 2
 FY2212
 FY2212.Superseded values are not recommended for survey control.
 FY2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2212.See file dsdata.txt to determine how the superseded data were derived.
 FY2212
 FY2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7126498196(NAD 83)
 FY2212_MARKER: DE = TRAVERSE STATION DISK
 FY2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2212_SP_SET: CONCRETE POST
 FY2212_STAMPING: BILLY 1981
 FY2212_MARK LOGO: NCGS  
 FY2212_PROJECTION: FLUSH
 FY2212_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2212+STABILITY: SURFACE MOTION
 FY2212
 FY2212  HISTORY     - Date     Condition        Report By
 FY2212  HISTORY     - 1981     MONUMENTED       NCGS
 FY2212  HISTORY     - 1981     GOOD             NCGS
 FY2212  HISTORY     - 1985     GOOD             USPSQD
 FY2212  HISTORY     - 1988     GOOD             USPSQD
 FY2212
 FY2212                          STATION DESCRIPTION
 FY2212
 FY2212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FY2212'SATTION IS LOCATED ABOUT 2.5 MILES NORTH OF HILLSBOROUGH AND 5.4
 FY2212'MILES SOUTHEAST OF CEDAR GROVE.
 FY2212'
 FY2212'ALONG NC 57, 1.5 MILES NORTHEAST OF NC 86 JUNCTION (NORTH OF
 FY2212'HILLSBOROUGH) OR 1.6 MILES SOUTHWEST OF SR 1551, ON NORTHWEST SIDE
 FY2212'IN NORTHEAST CORNER OF YARD OF BRICK HOUSE.
 FY2212'
 FY2212'THE STATION IS A STANDARD NCGS DISK
 FY2212'STAMPED---BILLY 1981---,
 FY2212'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2212'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY2212'18.2 METERS (59.5 FT) WEST-NORTHWEST FROM THE CENTERLINE OF HIGHWAY,
 FY2212'5.6 METERS (18.6 FT) NORTHEAST OF CENTER OF GRAVEL DRIVE,
 FY2212'17.8 METERS (58.4 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 FY2212'PUMP HOUSE AND
 FY2212'29.4
 FY2212'METERS (96.3 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF BRICK
 FY2212'HOUSE.
 FY2212'
 FY2212'MARK IS BENCH MARK.
 FY2212
 FY2212                          STATION RECOVERY (1981)
 FY2212
 FY2212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2212'2.5 MI NORTH FROM HILLSBOROUGH.
 FY2212'ALONG NC 57, 1.55 MILES NORTHEAST OF JUNCTION WITH NC 86 NORTH OF
 FY2212'HILLSBOROUGH, OR 1.65 MILES SOUTHWEST OF JUNCTION WITH SR 1551, ON
 FY2212'NORTHWEST SIDE OF HIGHWAY IN NORTHEAST CORNER OF YARD OF BRICK HOUSE,
 FY2212'59.5 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 18.6 FEET NORTHEAST
 FY2212'OF CENTER OF GRAVEL DRIVE, 58.4 FEET EAST-SOUTHEAST OF SOUTHEAST
 FY2212'CORNER OF PUMP HOUSE AND 96.3 FEET EAST-NORTHEAST OF NORTHEAST
 FY2212'CORNER OF BRICK HOUSE.
 FY2212
 FY2212                          STATION RECOVERY (1985)
 FY2212
 FY2212'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2212'RECOVERED IN GOOD CONDITION.
 FY2212
 FY2212                          STATION RECOVERY (1988)
 FY2212
 FY2212'RECOVERY NOTE BY US POWER SQUADRON 1988 (WKB)
 FY2212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2334 ***********************************************************************
 FA2334  DESIGNATION -  BILLY
 FA2334  PID         -  FA2334
 FA2334  STATE/COUNTY-  NC/MECKLENBURG
 FA2334  USGS QUAD   -  MATTHEWS (1988)
 FA2334
 FA2334                         *CURRENT SURVEY CONTROL
 FA2334  ___________________________________________________________________
 FA2334* NAD 83(2001)-  35 04 34.80037(N)    080 44 35.30376(W)     ADJUSTED  
 FA2334* NAVD 88     -       225.2    (meters)     739.     (feet)  VERTCON   
 FA2334  ___________________________________________________________________
 FA2334  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FA2334  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA2334  HORZ ORDER  -  SECOND
 FA2334
 FA2334.The horizontal coordinates were established by classical geodetic methods
 FA2334.and adjusted by the National Geodetic Survey in August 2005.
 FA2334
 FA2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2334
 FA2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2334
 FA2334.The geoid height was determined by GEOID03.
 FA2334
 FA2334;                    North         East     Units Scale Factor Converg.
 FA2334;SPC NC       -   148,525.749   450,648.767   MT  0.99987725   -1 00 21.9
 FA2334;SPC NC       -   487,288.23  1,478,503.50   sFT  0.99987725   -1 00 21.9
 FA2334;UTM  17      - 3,881,538.370   523,417.145   MT  0.99960676   +0 08 51.4
 FA2334
 FA2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2334!SPC NC       -   0.99996941  x   0.99987725  =   0.99984666
 FA2334!UTM  17      -   0.99996941  x   0.99960676  =   0.99957618
 FA2334
 FA2334|---------------------------------------------------------------------|
 FA2334| PID    Reference Object                     Distance      Geod. Az  |
 FA2334|                                                           dddmmss.s |
 FA2334| FA2344 LINE                                376.085 METERS 07014     |
 FA2334| FA2333 BARN                                301.197 METERS 25132     |
 FA2334|---------------------------------------------------------------------|
 FA2334
 FA2334                          SUPERSEDED SURVEY CONTROL
 FA2334
 FA2334  NAD 83(1986)-  35 04 34.81542(N)    080 44 35.31037(W) AD(       ) 2
 FA2334  NAD 27      -  35 04 34.28043(N)    080 44 36.05910(W) AD(       ) 2
 FA2334  NGVD 29 (07/19/86)  225.4    (m)          739.     (f) VERT ANG    3  
 FA2334
 FA2334.Superseded values are not recommended for survey control.
 FA2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2334.See file dsdata.txt to determine how the superseded data were derived.
 FA2334
 FA2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2341781538(NAD 83)
 FA2334_MARKER: DE = TRAVERSE STATION DISK
 FA2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2334_STAMPING: BILLY 1968
 FA2334_MARK LOGO: NCGS  
 FA2334_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2334+STABILITY: SURFACE MOTION
 FA2334
 FA2334  HISTORY     - Date     Condition        Report By
 FA2334  HISTORY     - 1968     MONUMENTED       NCGS
 FA2334  HISTORY     - 1977     GOOD             LOCSUR
 FA2334  HISTORY     - 19910211 MARK NOT FOUND   USPSQD
 FA2334  HISTORY     - 20000822 SEE DESCRIPTION  NCGS
 FA2334  HISTORY     - 20010310 GOOD             NC0870
 FA2334
 FA2334                          STATION DESCRIPTION
 FA2334
 FA2334'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2334'BILLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2334'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2334'
 FA2334'BILLY IS LOCATED APPROXIMATELY 11.9 MILES SOUTHEAST OF
 FA2334'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2334'SR 3445 (MC KEE RD.) WITH NC 16 (PROVIDENCE RD.), GO EAST ON
 FA2334'SR 3445 FOR 0.5 MILE TO INTERSECTION OF SR 3440, TURN LEFT (NE)
 FA2334'ON SR 3440 FOR 1.45 MILES TO STATION, WHICH IS ON THE SOUTH
 FA2334'SIDE OF SR 3440 IN NORTHEAST CORNER OF YARD FOR A WHITE ONE
 FA2334'STORY FRAME HOUSE (BILLY HELMS RESIDENCE), 0.2 MILE SOUTHEAST
 FA2334'OF EAST PROVIDENCE RD., AND 0.4 MILE NORTHEAST OF INTERSECTION
 FA2334'OF SR 3441 (KUKENDALL RD.) WITH SR 3440.
 FA2334'
 FA2334'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2334'BILLY 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2334'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2334'
 FA2334'MARK IS
 FA2334'
 FA2334'20.4 FT S OF C/L OF SR 3440
 FA2334'
 FA2334'7.4 FT SW OF W END OF CULVERT UNDER DRIVEWAY TO ONE STORY
 FA2334'WHITE FRAME HOUSE
 FA2334'
 FA2334'12.8 FT W OF C/L OF DRIVEWAY TO A ONE STORY WHITE FRAME HOUSE
 FA2334'
 FA2334'37.1 FT N OF NE CORNER OF WHITE FRAME HOUSE (BILLY HELMS RESIDENCE)
 FA2334
 FA2334                          STATION RECOVERY (1977)
 FA2334
 FA2334'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA2334'BILLY 1968 GOOD CONDITION.
 FA2334
 FA2334                          STATION RECOVERY (1991)
 FA2334
 FA2334'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2334'MARK NOT FOUND.
 FA2334
 FA2334                          STATION RECOVERY (2000)
 FA2334
 FA2334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2334'THE STATION WAS NOT FOUND DUE TO INSUFFICIENT REFERENCES.
 FA2334
 FA2334                          STATION RECOVERY (2001)
 FA2334
 FA2334'RECOVERY NOTE BY CITY OF CHARLOTTE NORTH CAROLINA 2001 (RCR)
 FA2334'MARK IS NOW SE OF CORNER OF BRIDGE I-485 OVERPASS.  MCKEE ROAD (S.R.
 FA2334'3440) HAS BEEN RE-ALIGNED.  NEW REFERENCES ARE AS FOLLOWS
 FA2334'     14.5' NE OF 12 INCH OAK WITH ALUMINUM REF. TAG
 FA2334'     48.9' NW OF UNNUMBERED POWER POLE WITH ALUMINUM REF. TAG
 FA2334'     81.5' SE OF SE I-485 BRIDGE CORNER
 FA2334'     6.2' SW OF FENCE POST WITH ALUMINUM REF. TAG
 FA2334' 
 FA2334' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2034 ***********************************************************************
 EB2034  DESIGNATION -  BILLY
 EB2034  PID         -  EB2034
 EB2034  STATE/COUNTY-  NC/SAMPSON
 EB2034  USGS QUAD   -  TOMAHAWK (1986)
 EB2034
 EB2034                         *CURRENT SURVEY CONTROL
 EB2034  ___________________________________________________________________
 EB2034* NAD 83(2001)-  34 43 01.73620(N)    078 15 07.65160(W)     ADJUSTED  
 EB2034* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 EB2034  ___________________________________________________________________
 EB2034  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EB2034  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 EB2034  HORZ ORDER  -  SECOND
 EB2034
 EB2034.The horizontal coordinates were established by classical geodetic methods
 EB2034.and adjusted by the National Geodetic Survey in August 2005.
 EB2034
 EB2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2034
 EB2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2034
 EB2034.The geoid height was determined by GEOID03.
 EB2034
 EB2034;                    North         East     Units Scale Factor Converg.
 EB2034;SPC NC       -   107,544.973   678,101.004   MT  0.99991583   +0 25 53.9
 EB2034;SPC NC       -   352,837.13  2,224,736.38   sFT  0.99991583   +0 25 53.9
 EB2034;UTM  17      - 3,845,114.946   751,642.055   MT  1.00038056   +1 33 56.9
 EB2034
 EB2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2034!SPC NC       -   1.00000345  x   0.99991583  =   0.99991928
 EB2034!UTM  17      -   1.00000345  x   1.00038056  =   1.00038401
 EB2034
 EB2034:                Primary Azimuth Mark                     Grid Az
 EB2034:SPC NC       -  CEDAR                                    076 14 49.7
 EB2034:UTM  17      -  CEDAR                                    075 06 46.7
 EB2034
 EB2034|---------------------------------------------------------------------|
 EB2034| PID    Reference Object                     Distance      Geod. Az  |
 EB2034|                                                           dddmmss.s |
 EB2034| EB2021 CEDAR                               APPROX. 1.1 KM 0764043.6 |
 EB2034|---------------------------------------------------------------------|
 EB2034
 EB2034                          SUPERSEDED SURVEY CONTROL
 EB2034
 EB2034  NAD 83(1986)-  34 43 01.74414(N)    078 15 07.66253(W) AD(       ) 2
 EB2034  NAD 27      -  34 43 01.12846(N)    078 15 08.67609(W) AD(       ) 2
 EB2034  NGVD 29 (07/19/86)   13.7    (m)           45.     (f) VERT ANG    3  
 EB2034
 EB2034.Superseded values are not recommended for survey control.
 EB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2034.See file dsdata.txt to determine how the superseded data were derived.
 EB2034
 EB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5164245115(NAD 83)
 EB2034_MARKER: DE = TRAVERSE STATION DISK
 EB2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2034_STAMPING: BILLY 1973
 EB2034_MARK LOGO: NCGS  
 EB2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2034+STABILITY: SURFACE MOTION
 EB2034
 EB2034  HISTORY     - Date     Condition        Report By
 EB2034  HISTORY     - 1973     MONUMENTED       NCGS
 EB2034  HISTORY     - 1985     GOOD             USPSQD
 EB2034
 EB2034                          STATION DESCRIPTION
 EB2034
 EB2034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2034'BILLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2034'VICINITY OF HARRELLS, NORTH CAROLINA.
 EB2034'
 EB2034'BILLY IS LOCATED APPROXIMATELY 3.0 MILES WSW OF HARRELLS, AND 4.2
 EB2034'MILES EAST OF TOMAHAWK.  TO REACH THE STATION FROM THE NC 41 BRIDGE
 EB2034'OVER BLACK RIVER WEST OF HARRELLS.  PROCEED EAST ALONG NC 41 FOR
 EB2034'01.30 MILES TO STATION ON THE RIGHT SHOULDER.  0.90 MILES WEST OF
 EB2034'INTERSECTION WITH SR 1118, AND APPROXIMATELY 55 FEET SW OF
 EB2034'INTERSECTION OF C/L OF NC 41 WITH WEST DRIVEWAY TO BILLY N.
 EB2034'HARRELL (BRICK) RESIDENCE.
 EB2034'
 EB2034'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BILLY
 EB2034'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2034'5 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2034'
 EB2034'MARK IS
 EB2034'
 EB2034'17.7 FEET S OF C/L OF NC 41.
 EB2034'62.4 FEET SSW OF WEST END OF WEST DRIVEWAY CULVERT.
 EB2034'35.8 FEET NNW OF PP NO. 18032 W/ALUMINUM REF. TAG.
 EB2034'78.1 FEET WNW OF 10 INCH PINE W/ALUMINUM REF. TAG.
 EB2034'54.0 FEET N OF 8 INCH PINE W/ALUMINUM REF. TAG.
 EB2034
 EB2034                          STATION RECOVERY (1985)
 EB2034
 EB2034'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4355 ***********************************************************************
 EZ4355  DESIGNATION -  BILLY
 EZ4355  PID         -  EZ4355
 EZ4355  STATE/COUNTY-  NC/JOHNSTON
 EZ4355  USGS QUAD   -  CLAYTON (1993)
 EZ4355
 EZ4355                         *CURRENT SURVEY CONTROL
 EZ4355  ___________________________________________________________________
 EZ4355* NAD 83(2001)-  35 38 57.25597(N)    078 22 37.15431(W)     ADJUSTED  
 EZ4355* NAVD 88     -        68.2    (meters)     224.     (feet)  VERTCON   
 EZ4355  ___________________________________________________________________
 EZ4355  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 EZ4355  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EZ4355  HORZ ORDER  -  SECOND
 EZ4355
 EZ4355.The horizontal coordinates were established by classical geodetic methods
 EZ4355.and adjusted by the National Geodetic Survey in August 2005.
 EZ4355
 EZ4355.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4355
 EZ4355.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4355
 EZ4355.The geoid height was determined by GEOID03.
 EZ4355
 EZ4355;                    North         East     Units Scale Factor Converg.
 EZ4355;SPC NC       -   210,861.610   666,015.833   MT  0.99989658   +0 21 34.5
 EZ4355;SPC NC       -   691,801.80  2,185,086.95   sFT  0.99989658   +0 21 34.5
 EZ4355;UTM  17      - 3,948,214.348   737,475.155   MT  1.00029499   +1 31 46.1
 EZ4355
 EZ4355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4355!SPC NC       -   0.99999464  x   0.99989658  =   0.99989122
 EZ4355!UTM  17      -   0.99999464  x   1.00029499  =   1.00028963
 EZ4355
 EZ4355:                Primary Azimuth Mark                     Grid Az
 EZ4355:SPC NC       -  ELLIS                                    080 09 40.9
 EZ4355:UTM  17      -  ELLIS                                    078 59 29.3
 EZ4355
 EZ4355|---------------------------------------------------------------------|
 EZ4355| PID    Reference Object                     Distance      Geod. Az  |
 EZ4355|                                                           dddmmss.s |
 EZ4355| EZ2476 ELLIS                               APPROX. 1.1 KM 0803115.4 |
 EZ4355|---------------------------------------------------------------------|
 EZ4355
 EZ4355                          SUPERSEDED SURVEY CONTROL
 EZ4355
 EZ4355  NAD 83(1986)-  35 38 57.26277(N)    078 22 37.16495(W) AD(       ) 2
 EZ4355  NAD 27      -  35 38 56.69414(N)    078 22 38.15917(W) AD(       ) 2
 EZ4355  NGVD 29 (07/19/86)   68.5    (m)          225.     (f) VERT ANG    3  
 EZ4355
 EZ4355.Superseded values are not recommended for survey control.
 EZ4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4355.See file dsdata.txt to determine how the superseded data were derived.
 EZ4355
 EZ4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3747548214(NAD 83)
 EZ4355_MARKER: DE = TRAVERSE STATION DISK
 EZ4355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4355_STAMPING: BILLY 1972
 EZ4355_MARK LOGO: NCGS  
 EZ4355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4355+STABILITY: SURFACE MOTION
 EZ4355
 EZ4355  HISTORY     - Date     Condition        Report By
 EZ4355  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4355
 EZ4355                          STATION DESCRIPTION
 EZ4355
 EZ4355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4355'BILLY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4355'VICINITY OF ARCHERS LODGE, NORTH CAROLINA.
 EZ4355'
 EZ4355'BILLY IS LOCATED APPROXIMATELY 3.0 MILES SSW OF ARCHERS LODGE AND
 EZ4355'4.5 MILES EAST OF CLAYTON.  TO REACH STATION FROM THE INTERSECTION
 EZ4355'OF NC 42 AND US 70 SOUTHEAST OF CLAYTON, PROCEED EAST ALONG NC 42
 EZ4355'FOR 4.1 MILES TO STATION ON RIGHT, 0.85 MILE WEST OF INTERSECTION
 EZ4355'WITH SR 1704, ON 10 FEET BANK, AND ACROSS FROM BILLY FLOWERS HOME.
 EZ4355'
 EZ4355'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BILLY
 EZ4355'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4355'FLUSH WITH THE GROUND.
 EZ4355'
 EZ4355'MARK IS
 EZ4355'39.4 FEET S OF C/L OF NC 42.
 EZ4355'60.4 FEET E OF PP 29 WITH ALUMINUM REF. TAG.
 EZ4355'44.4 FEET NNE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EZ4355'242.0 FEET W OF INTERSECTION OF NC 42 WITH EAST END OF LOOP
 EZ4355'DRIVEWAY SOUTH (SLOPE DISTANCE).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0361 ***********************************************************************
 EX0361  DESIGNATION -  BILLY
 EX0361  PID         -  EX0361
 EX0361  STATE/COUNTY-  NC/DARE
 EX0361  USGS QUAD   -  CAPE HATTERAS (1983)
 EX0361
 EX0361                         *CURRENT SURVEY CONTROL
 EX0361  ___________________________________________________________________
 EX0361* NAD 83(2001)-  35 13 49.46666(N)    075 37 10.93327(W)     ADJUSTED  
 EX0361* NAVD 88     -         2.878  (meters)       9.44   (feet)  ADJUSTED  
 EX0361  ___________________________________________________________________
 EX0361  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EX0361  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 EX0361  DYNAMIC HT  -           2.876 (meters)       9.44  (feet)  COMP
 EX0361  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 EX0361
 EX0361  HORZ ORDER  -  SECOND
 EX0361  VERT ORDER  -  SECOND    CLASS I
 EX0361
 EX0361.This mark is at Billy Mitchell Airport (8W5)
 EX0361
 EX0361.The horizontal coordinates were established by classical geodetic methods
 EX0361.and adjusted by the National Geodetic Survey in August 2005.
 EX0361
 EX0361.The orthometric height was determined by differential leveling
 EX0361.and adjusted in August 2000.
 EX0361.No vertical observational check was made to the station.
 EX0361
 EX0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0361
 EX0361.The geoid height was determined by GEOID03.
 EX0361
 EX0361.The dynamic height is computed by dividing the NAVD 88
 EX0361.geopotential number by the normal gravity value computed on the
 EX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0361.degrees latitude (g = 980.6199 gals.).
 EX0361
 EX0361.The modeled gravity was interpolated from observed gravity values.
 EX0361
 EX0361;                    North         East     Units Scale Factor Converg.
 EX0361;SPC NC       -   169,459.365   917,216.158   MT  0.99987266   +1 57 03.6
 EX0361;SPC NC       -   555,967.93  3,009,233.35   sFT  0.99987266   +1 57 03.6
 EX0361;UTM  18      - 3,898,770.779   443,609.614   MT  0.99963919   -0 21 27.0
 EX0361
 EX0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0361!SPC NC       -   1.00000562  x   0.99987266  =   0.99987827
 EX0361!UTM  18      -   1.00000562  x   0.99963919  =   0.99964480
 EX0361
 EX0361|---------------------------------------------------------------------|
 EX0361| PID    Reference Object                     Distance      Geod. Az  |
 EX0361|                                                           dddmmss.s |
 EX0361| EX0365 MP 49.5                              27.197 METERS 04654     |
 EX0361| EX0393 BY 01                               APPROX. 1.7 KM 2505454.3 |
 EX0361| EX0720 BILLY RM 1                           16.590 METERS 31617     |
 EX0361| EX0371 UNIDENTIFIED B MIT TANK 1           378.931 METERS 33247     |
 EX0361|---------------------------------------------------------------------|
 EX0361
 EX0361                          SUPERSEDED SURVEY CONTROL
 EX0361
 EX0361  NAD 83(1986)-  35 13 49.47980(N)    075 37 10.93725(W) AD(       ) 2
 EX0361  NAD 83(1986)-  35 13 49.47539(N)    075 37 10.93871(W) AD(       ) 2
 EX0361  NAD 27      -  35 13 48.84203(N)    075 37 12.37570(W) AD(       ) 2
 EX0361  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG    3  
 EX0361
 EX0361.Superseded values are not recommended for survey control.
 EX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0361.See file dsdata.txt to determine how the superseded data were derived.
 EX0361
 EX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD4361098771(NAD 83)
 EX0361_MARKER: DS = TRIANGULATION STATION DISK
 EX0361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0361_STAMPING: BILLY 1962
 EX0361_MARK LOGO: CGS   
 EX0361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0361+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 EX0361
 EX0361  HISTORY     - Date     Condition        Report By
 EX0361  HISTORY     - 1962     MONUMENTED       CGS
 EX0361  HISTORY     - 1968     GOOD             CGS
 EX0361  HISTORY     - 1974     GOOD             NGS
 EX0361  HISTORY     - 1978     GOOD             NOS
 EX0361  HISTORY     - 19850704 GOOD             NCGS
 EX0361  HISTORY     - 19961210 GOOD             NCGS
 EX0361  HISTORY     - 20051004 GOOD             GEOCAC
 EX0361
 EX0361                          STATION DESCRIPTION
 EX0361
 EX0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0361'STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF THE TOWN OF
 EX0361'BUXTON, 4.5 MILES EAST-NORTHEAST OF HATTERAS, 0.4 MILE SOUTHEAST
 EX0361'OF STATE HIGHWAY 1001 AND 0.1 MILE SOUTHEAST OF THE SOUTHEAST
 EX0361'EDGE OF THE LANDING STRIP OF BILLY MITCHELL AIRPORT.  STATION
 EX0361'IS A STANDARD DISK, CLAMPED TO THE TOP OF A COPPER WELD ROD,
 EX0361'WHICH IS DRIVEN THROUGH A 2 INCH GALVANIZED PIPE TO A DEPTH OF
 EX0361'24 FEET.  THE DISK PROJECTS 12 INCHES AND IS STAMPED BILLY
 EX0361'1962.  IT IS 93 FEET NORTHEAST OF TELEPHONE POLE NO. 42, 28
 EX0361'FEET SOUTH OF THE CENTER OF A SAND TRACK ROAD, 7.2 FEET
 EX0361'SOUTHEAST OF A METAL WITNESS POST AND SIGN AND ON A SLIGHT
 EX0361'MOUND.
 EX0361'
 EX0361'REFERENCE MARK NO. 1 IS 47.3 FEET NORTHWEST OF A METAL WITNESS
 EX0361'POST AND SIGN AND 23 FEET NORTH OF THE CENTER OF A SAND TRACK
 EX0361'ROAD.  THE MARK IS A STANDARD DISK, CLAMPED TO THE TOP OF A
 EX0361'COPPER WELD ROD, WHICH IS DRIVEN THROUGH A 2 INCH GALVANIZED
 EX0361'PIPE TO A DEPTH OF 24 FEET.  THE DISK PROJECTS 12 INCHES AND IS
 EX0361'STAMPED BILLY NO 1 1962.
 EX0361'
 EX0361'REFERENCE MARK NO. 2 IS 99 FEET NORTH OF A TELEPHONE POLE,
 EX0361'90.4 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN AND 9.5
 EX0361'FEET NORTH OF A SAND TRACK ROAD.  THE MARK IS A U.S. DEPARTMENT
 EX0361'OF INTERIOR, NATIONAL PARK SERVICE DISK, SET IN THE TOP OF A 6
 EX0361'INCH CONCRETE POST PROJECTING 1.7 FEET AND IS STAMPED M.P. 49.5.
 EX0361'
 EX0361'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 1001 AND THE
 EX0361'PAVED ROAD LEADING SOUTHEAST TO CAPE HATTERAS LIGHTHOUSE IN THE
 EX0361'TOWN OF BUXTON, GO SOUTHWEST ON STATE HIGHWAY 1001 FOR 6.6
 EX0361'MILES TO THE ENTRANCE TO BILLY MITCHELL AIRPORT ON THE
 EX0361'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.2 MILE TO THE AIRPORT
 EX0361'TAXI-WAY AND PARKING AREA, CONTINUE SOUTHEAST ACROSS TAXI-WAY
 EX0361'FOR 0.1 MILE TO THE SOUTHEAST EDGE OF LANDING STRIP, (4 WHEEL
 EX0361'DRIVE VEHICLE NEEDED FROM HERE) CONTINUE SOUTHEASTERLY FOR 0.1
 EX0361'MILE ACROSS DEEP SAND TO A PROMINENT SAND TRACK ROAD AND
 EX0361'STATION.
 EX0361'
 EX0361'HEIGHT OF LIGHT ABOVE STATION MARK 4.12 METERS.
 EX0361
 EX0361                          STATION RECOVERY (1968)
 EX0361
 EX0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WTJ)
 EX0361'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION, HIGHWAY
 EX0361'NUMBER HAS BEEN CHANGED FROM 1001 TO 12.
 EX0361'
 EX0361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EX0361'4.5 MILES ENE OF HATTERAS.
 EX0361
 EX0361                          STATION RECOVERY (1974)
 EX0361
 EX0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EX0361'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EX0361
 EX0361                          STATION RECOVERY (1978)
 EX0361
 EX0361'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0361'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EX0361'BY S C MILLER IN 1962 ORIGINAL DESCRIPTION.
 EX0361
 EX0361                          STATION RECOVERY (1985)
 EX0361
 EX0361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0361'STATION WAS FOUND IN GOOD CONDITION.  RM 1 AND RM 2 WERE FOUND KNOCKED
 EX0361'OVER.  DUE TO SOME CHANGES IN THE AREA, NEW REFERENCES FOR THE STATION
 EX0361'WERE PULLED AND ARE AS FOLLOWS. LOCATED 8.5 M (27.9 FT) SOUTH OF THE
 EX0361'CENTER OF A SAND ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, 50 M
 EX0361'(164.0 FT) SOUTH OF A METAL WINDSOCK--AND 20.1 M (65.9 FT)
 EX0361'WEST-SOUTHWEST OF A POWER POLE, 61.6 M (202.1 FT) EAST OF A POWER
 EX0361'POLE--BOTH WITH REFERENCE TAGS.
 EX0361
 EX0361                          STATION RECOVERY (1996)
 EX0361
 EX0361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EX0361'RECOVERED IN GOOD CONDITION AS DESCRIBED.  NEEDS DESCRIPTION UPDATED
 EX0361'TO MORE SPECIFIC REFERENCES TO RUNWAY.
 EX0361
 EX0361                          STATION RECOVERY (2005)
 EX0361
 EX0361'RECOVERY NOTE BY GEOCACHING 2005 (BB)
 EX0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4511 ***********************************************************************
 DG4511  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4511  DESIGNATION -  BILLY
 DG4511  PID         -  DG4511
 DG4511  STATE/COUNTY-  NC/PITT
 DG4511  USGS QUAD   -  FORT BARNWELL (1983)
 DG4511
 DG4511                         *CURRENT SURVEY CONTROL
 DG4511  ___________________________________________________________________
 DG4511* NAD 83(2007)-  35 21 55.17799(N)    077 18 32.73542(W)     ADJUSTED  
 DG4511* NAVD 88     -         9.32   (meters)      30.6    (feet)  GPS OBS   
 DG4511  ___________________________________________________________________
 DG4511  EPOCH DATE  -        2002.00
 DG4511  X           -   1,143,944.315 (meters)                     COMP
 DG4511  Y           -  -5,079,840.190 (meters)                     COMP
 DG4511  Z           -   3,670,977.762 (meters)                     COMP
 DG4511  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DG4511  ELLIP HEIGHT-         -27.166 (meters)          (02/10/07) ADJUSTED
 DG4511  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 DG4511
 DG4511  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4511  Type    PID    Designation                      North   East  Ellip
 DG4511  -------------------------------------------------------------------
 DG4511  NETWORK DG4511 BILLY                             1.25   0.98   2.41
 DG4511  -------------------------------------------------------------------
 DG4511
 DG4511.The horizontal coordinates were established by GPS observations
 DG4511.and adjusted by the National Geodetic Survey in February 2007.
 DG4511
 DG4511.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4511.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4511.The horizontal coordinates are valid at the epoch date displayed above.
 DG4511.The epoch date for horizontal control is a decimal equivalence
 DG4511.of Year/Month/Day.
 DG4511
 DG4511.The orthometric height was determined by GPS observations and a
 DG4511.high-resolution geoid model.
 DG4511.The orthometric height was determined by GPS observations and a
 DG4511.high-resolution geoid model using precise GPS observation and
 DG4511.processing techniques.
 DG4511
 DG4511.Photographs are available for this station.
 DG4511
 DG4511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4511
 DG4511.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4511
 DG4511.The ellipsoidal height was determined by GPS observations
 DG4511.and is referenced to NAD 83.
 DG4511
 DG4511.The geoid height was determined by GEOID03.
 DG4511
 DG4511;                    North         East     Units Scale Factor Converg.
 DG4511;SPC NC       -   180,496.975   763,245.103   MT  0.99987455   +0 58 33.4
 DG4511;SPC NC       -   592,180.49  2,504,079.98   sFT  0.99987455   +0 58 33.4
 DG4511;UTM  18      - 3,916,005.197   290,213.316   MT  1.00014240   -1 20 13.1
 DG4511
 DG4511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4511!SPC NC       -   1.00000426  x   0.99987455  =   0.99987881
 DG4511!UTM  18      -   1.00000426  x   1.00014240  =   1.00014666
 DG4511
 DG4511                          SUPERSEDED SURVEY CONTROL
 DG4511
 DG4511  NAD 83(1986)-  35 21 55.18951(N)    077 18 32.74415(W) AD(       ) 1
 DG4511  NAD 83(2001)-  35 21 55.17842(N)    077 18 32.73480(W) AD(       ) 1
 DG4511  ELLIP H (02/27/04)  -27.165  (m)                       GP(       ) 4 1
 DG4511
 DG4511.Superseded values are not recommended for survey control.
 DG4511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4511.See file dsdata.txt to determine how the superseded data were derived.
 DG4511
 DG4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9021316005(NAD 83)
 DG4511_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4511_STAMPING: BILLY 2003
 DG4511_MARK LOGO: NCGS  
 DG4511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4511+STABILITY: SURFACE MOTION
 DG4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4511+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4511
 DG4511  HISTORY     - Date     Condition        Report By
 DG4511  HISTORY     - 2003     MONUMENTED       NCGS
 DG4511
 DG4511                          STATION DESCRIPTION
 DG4511
 DG4511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4511'STATION IS LOCATED 9.5 MI (15.3 KM) SOUTHEAST OF AYDEN AND 3.4 MI (5.5
 DG4511'KM) WEST-SOUTHWEST OF CLAYROOT.
 DG4511'PROCEED ALONG NC 118 FOR 4.1 MI (6.6 KM) EAST FROM POST OFFICE IN
 DG4511'GRIFTON TO SR 1753 (STOKESTOWN RD), THENCE ALONG SR 1753 FOR 1.9 MI
 DG4511'(3.1 KM) NORTH TO SR 1919 (JOE GARDNER RD), THENCE ALONG SR 1919 FOR
 DG4511'2.7 MI (4.3 KM) EAST TO THE STATION, IN THE SHOULDER.
 DG4511'MARK IS LEVEL WITH SR 1919 AND IS RECESSED 2-INCHES BELOW THE GROUND.
 DG4511'LOCATED 14.3 FT (4.4 M) SOUTHWEST OF THE CENTERLINE OF SR 1919, 216
 DG4511'FEET (65.8 M) WEST-NORTHWEST OF THE PITT/CRAVEN COUNTY LINE SIGN, 185
 DG4511'FEET (56.4 M) NORTHWEST OF A FIRE HYDRANT AND 51.0 FT (15.5 M)
 DG4511'EAST-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8886 ***********************************************************************
 AI8886  DESIGNATION -  BILLY RAY
 AI8886  PID         -  AI8886
 AI8886  STATE/COUNTY-  NC/BURKE
 AI8886  USGS QUAD   -  MORGANTON NORTH (1993)
 AI8886
 AI8886                         *CURRENT SURVEY CONTROL
 AI8886  ___________________________________________________________________
 AI8886* NAD 83(2007)-  35 50 53.93347(N)    081 41 43.75152(W)     ADJUSTED  
 AI8886* NAVD 88     -       393.7    (meters)    1292.     (feet)  GPS OBS   
 AI8886  ___________________________________________________________________
 AI8886  EPOCH DATE  -        2002.00
 AI8886  X           -     747,615.215 (meters)                     COMP
 AI8886  Y           -  -5,121,891.397 (meters)                     COMP
 AI8886  Z           -   3,714,774.036 (meters)                     COMP
 AI8886  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AI8886  ELLIP HEIGHT-         361.477 (meters)          (02/10/07) ADJUSTED
 AI8886  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AI8886
 AI8886  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8886  Type    PID    Designation                      North   East  Ellip
 AI8886  -------------------------------------------------------------------
 AI8886  NETWORK AI8886 BILLY RAY                         0.63   0.51   1.14
 AI8886  -------------------------------------------------------------------
 AI8886
 AI8886.The horizontal coordinates were established by GPS observations
 AI8886.and adjusted by the National Geodetic Survey in February 2007.
 AI8886
 AI8886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8886.The horizontal coordinates are valid at the epoch date displayed above.
 AI8886.The epoch date for horizontal control is a decimal equivalence
 AI8886.of Year/Month/Day.
 AI8886
 AI8886.The orthometric height was determined by GPS observations and a
 AI8886.high-resolution geoid model.
 AI8886
 AI8886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8886
 AI8886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8886
 AI8886.The ellipsoidal height was determined by GPS observations
 AI8886.and is referenced to NAD 83.
 AI8886
 AI8886.The geoid height was determined by GEOID03.
 AI8886
 AI8886;                    North         East     Units Scale Factor Converg.
 AI8886;SPC NC       -   236,076.508   366,149.425   MT  0.99992668   -1 33 20.7
 AI8886;SPC NC       -   774,527.68  1,201,275.24   sFT  0.99992668   -1 33 20.7
 AI8886;UTM  17      - 3,967,347.800   437,197.147   MT  0.99964860   -0 24 26.3
 AI8886
 AI8886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8886!SPC NC       -   0.99994327  x   0.99992668  =   0.99986995
 AI8886!UTM  17      -   0.99994327  x   0.99964860  =   0.99959189
 AI8886
 AI8886:                Primary Azimuth Mark                     Grid Az
 AI8886:SPC NC       -  CURTIS                                   153 43 01.0
 AI8886:UTM  17      -  CURTIS                                   152 34 06.6
 AI8886
 AI8886|---------------------------------------------------------------------|
 AI8886| PID    Reference Object                     Distance      Geod. Az  |
 AI8886|                                                           dddmmss.s |
 AI8886| AI8887 CURTIS                              APPROX. 0.5 KM 1520940.3 |
 AI8886|---------------------------------------------------------------------|
 AI8886
 AI8886                          SUPERSEDED SURVEY CONTROL
 AI8886
 AI8886  NAD 83(2001)-  35 50 53.93355(N)    081 41 43.75140(W) AD(       ) 1
 AI8886  ELLIP H (03/13/03)  361.491  (m)                       GP(       ) 4 2
 AI8886  NAD 83(1986)-  35 50 53.94132(N)    081 41 43.75432(W) AD(       ) 1
 AI8886
 AI8886.Superseded values are not recommended for survey control.
 AI8886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8886.See file dsdata.txt to determine how the superseded data were derived.
 AI8886
 AI8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3719767348(NAD 83)
 AI8886_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8886_STAMPING: BILLY RAY 1995
 AI8886_MARK LOGO: NCGS  
 AI8886_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8886+STABILITY: SURFACE MOTION
 AI8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8886+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8886
 AI8886  HISTORY     - Date     Condition        Report By
 AI8886  HISTORY     - 1995     MONUMENTED       NCGS
 AI8886
 AI8886                          STATION DESCRIPTION
 AI8886
 AI8886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8886'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHEAST OF WORRY AND 7.2 MI
 AI8886'(11.6 KM) NORTH OF MORGANTON, AT THE BETHEL BAPTIST CHURCH.
 AI8886'PROCEED ALONG NC 18 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE BRIDGE OVER
 AI8886'JOHNS RIVER, THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1430-HARTLAND
 AI8886'ROAD, THENCE NORTH-NORTHWEST FOR 3.5 MI (5.6 KM) ALONG SR 1426-PAX
 AI8886'HILL ROAD TO SR 1438-CORPENING BRIDGE ROAD AND STATION NEAR POWER
 AI8886'POLE.
 AI8886'MARK IS ABOUT 5-FEET HIGHER THAN ROAD AND RECESSED 3-INCHES BELOW
 AI8886'SURFACE.  LOCATED 61.0 FT (18.6 M) WEST OF THE CENTERLINE OF SR 1426,
 AI8886'51.0 FT (15.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1438, 84.0 FT
 AI8886'(25.6 M) SOUTHWEST OF THE CENTERLINE INTERSECTION, 106.3 FT (32.4 M)
 AI8886'NORTH OF THE GEORGE AND FAYE HENDRIX HEADSTONE, 40.6 FT (12.4 M)
 AI8886'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 80.9 FT (24.7 M) WEST-SOUTHWEST OF
 AI8886'A TELEPHONE PEDESTAL (ACROSS ROAD) , AND 21.7 FT (6.6 M) SOUTHEAST OF
 AI8886'A POWER POLE AND PEDESTAL AND 216.4 FT (66.0 M) EAST-NORTHEAST OF A
 AI8886'POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4887 ***********************************************************************
 FA4887  DESIGNATION -  BILO
 FA4887  PID         -  FA4887
 FA4887  STATE/COUNTY-  NC/CATAWBA
 FA4887  USGS QUAD   -  MAIDEN (1993)
 FA4887
 FA4887                         *CURRENT SURVEY CONTROL
 FA4887  ___________________________________________________________________
 FA4887* NAD 83(2001)-  35 33 40.44937(N)    081 11 48.75719(W)     ADJUSTED  
 FA4887* NAVD 88     -       300.75   (+/-2cm)     986.7    (feet)  VERTCON   
 FA4887  ___________________________________________________________________
 FA4887  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 FA4887  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA4887  HORZ ORDER  -  SECOND
 FA4887  VERT ORDER  -  THIRD (See Below)
 FA4887
 FA4887.The horizontal coordinates were established by classical geodetic methods
 FA4887.and adjusted by the National Geodetic Survey in August 2005.
 FA4887
 FA4887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4887.The vertical order pertains to the NGVD 29 superseded value.
 FA4887
 FA4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4887
 FA4887.The geoid height was determined by GEOID03.
 FA4887
 FA4887;                    North         East     Units Scale Factor Converg.
 FA4887;SPC NC       -   203,125.192   410,470.032   MT  0.99988713   -1 16 04.7
 FA4887;SPC NC       -   666,419.90  1,346,683.76   sFT  0.99988713   -1 16 04.7
 FA4887;UTM  17      - 3,935,302.713   482,158.165   MT  0.99960392   -0 06 52.2
 FA4887
 FA4887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4887!SPC NC       -   0.99995778  x   0.99988713  =   0.99984491
 FA4887!UTM  17      -   0.99995778  x   0.99960392  =   0.99956171
 FA4887
 FA4887                          SUPERSEDED SURVEY CONTROL
 FA4887
 FA4887  NAD 83(1986)-  35 33 40.45921(N)    081 11 48.76070(W) AD(       ) 2
 FA4887  NGVD 29 (09/01/92)  300.97   (m)          987.4    (f) LEVELING    3  
 FA4887
 FA4887.Superseded values are not recommended for survey control.
 FA4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4887.See file dsdata.txt to determine how the superseded data were derived.
 FA4887
 FA4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8215835303(NAD 83)
 FA4887_MARKER: DE = TRAVERSE STATION DISK
 FA4887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4887_SP_SET: CONCRETE POST
 FA4887_STAMPING: BILO 1983
 FA4887_MARK LOGO: NCGS  
 FA4887_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4887+STABILITY: SURFACE MOTION
 FA4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4887+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 FA4887
 FA4887  HISTORY     - Date     Condition        Report By
 FA4887  HISTORY     - 1983     MONUMENTED       NCGS
 FA4887  HISTORY     - 20060420 GOOD             USPSQD
 FA4887
 FA4887                          STATION DESCRIPTION
 FA4887
 FA4887'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4887'STATION IS LOCATED 2.3 KM (1.4 MI) SOUTHEAST OF MAIDEN.
 FA4887'ALONG US 321 (EAST MAIN STREET) FOR 2.8 KM (1.7 MI) SOUTHEAST FROM
 FA4887'WEST MAIN STREET (SR 2007), ON THE RIGHT, AT A PAVED ROAD AT THE
 FA4887'SOUTH END OF A BI-LO GROCERY STORE.
 FA4887'MARK PROJECTS 2 INCHES ABOVE GROUND.  LOCATED 19.45 M (63.81 FT)
 FA4887'NORTHWEST OF THE CENTERLINE OF US 321, 9.08 M (29.79 FT) NORTHEAST OF
 FA4887'THE CENTERLINE OF A PAVED ROAD, 39.68 M (130.18 FT) SOUTH OF AN
 FA4887'ALUMINUM LIGHT POST, 61.26 M (200.98 FT) SOUTHEAST OF THE SOUTHEAST
 FA4887'CORNER OF THE BILO BUILDING, AND 28.68 M (94.09 FT) SOUTHWEST OF A
 FA4887'POWER POLE WITH A REFERENCE TAG.
 FA4887
 FA4887                          STATION RECOVERY (2006)
 FA4887
 FA4887'RECOVERY NOTE BY US POWER SQUADRON 2006 (OEK)
 FA4887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3456 ***********************************************************************
 FA3456  DESIGNATION -  BILTMORE
 FA3456  PID         -  FA3456
 FA3456  STATE/COUNTY-  NC/BURKE
 FA3456  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA3456
 FA3456                         *CURRENT SURVEY CONTROL
 FA3456  ___________________________________________________________________
 FA3456* NAD 83(2001)-  35 44 44.58626(N)    081 40 05.11637(W)     ADJUSTED  
 FA3456* NAVD 88     -       320.2    (meters)    1051.     (feet)  VERTCON   
 FA3456  ___________________________________________________________________
 FA3456  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FA3456  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FA3456  HORZ ORDER  -  SECOND
 FA3456
 FA3456.The horizontal coordinates were established by classical geodetic methods
 FA3456.and adjusted by the National Geodetic Survey in August 2005.
 FA3456
 FA3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3456
 FA3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3456
 FA3456.The geoid height was determined by GEOID03.
 FA3456
 FA3456;                    North         East     Units Scale Factor Converg.
 FA3456;SPC NC       -   224,631.089   368,317.531   MT  0.99990966   -1 32 23.8
 FA3456;SPC NC       -   736,977.16  1,208,388.43   sFT  0.99990966   -1 32 23.8
 FA3456;UTM  17      - 3,955,951.251   439,593.684   MT  0.99964496   -0 23 25.1
 FA3456
 FA3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3456!SPC NC       -   0.99995479  x   0.99990966  =   0.99986446
 FA3456!UTM  17      -   0.99995479  x   0.99964496  =   0.99959977
 FA3456
 FA3456:                Primary Azimuth Mark                     Grid Az
 FA3456:SPC NC       -  SHOP                                     226 34 12.1
 FA3456:UTM  17      -  SHOP                                     225 25 13.4
 FA3456
 FA3456|---------------------------------------------------------------------|
 FA3456| PID    Reference Object                     Distance      Geod. Az  |
 FA3456|                                                           dddmmss.s |
 FA3456| FA3477 SHOP                                APPROX. 0.5 KM 2250148.3 |
 FA3456| FA3468 MORGANTON SCHOOL FOR DEAF TANK      APPROX. 2.7 KM 2264239.8 |
 FA3456|---------------------------------------------------------------------|
 FA3456
 FA3456                          SUPERSEDED SURVEY CONTROL
 FA3456
 FA3456  NAD 83(1995)-  35 44 44.58991(N)    081 40 05.11726(W) AD(       ) 2
 FA3456  NAD 83(1986)-  35 44 44.59397(N)    081 40 05.11927(W) AD(       ) 2
 FA3456  NAD 27      -  35 44 44.12579(N)    081 40 05.77571(W) AD(       ) 2
 FA3456  NGVD 29 (07/19/86)  320.4    (m)         1051.     (f) VERT ANG    3  
 FA3456
 FA3456.Superseded values are not recommended for survey control.
 FA3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3456.See file dsdata.txt to determine how the superseded data were derived.
 FA3456
 FA3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3959455951(NAD 83)
 FA3456_MARKER: DE = TRAVERSE STATION DISK
 FA3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3456_STAMPING: BILTMORE 1969
 FA3456_MARK LOGO: NCGS  
 FA3456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3456+STABILITY: SURFACE MOTION
 FA3456
 FA3456  HISTORY     - Date     Condition        Report By
 FA3456  HISTORY     - 1969     MONUMENTED       NCGS
 FA3456  HISTORY     - 1982     MARK NOT FOUND   NCGS
 FA3456
 FA3456                          STATION DESCRIPTION
 FA3456
 FA3456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3456'BILTMORE IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3456'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3456'
 FA3456'BILTMORE IS LOCATED APPROXIMATELY 1.0 MILE ESE OF THE CENTER
 FA3456'OF MORGANTON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FA3456'OF U.S. 64, U.S. 70 AND NC 18, GO EAST 0.95 MILE TO STATION
 FA3456'WHICH IS ON THE NORTH SIDE OF U.S. 64 AND U.S. 70, IN WEST
 FA3456'PORTION OF BILTMORE DAIRY OFFICE GROUNDS.
 FA3456'
 FA3456'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3456'BILTMORE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3456'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3456'
 FA3456'MARK IS
 FA3456'
 FA3456'38.0 FT E OF TP ON W SIDE OF U.S. 64 AND 70, AND WITH
 FA3456'ALUMINUM REF. TAG
 FA3456'
 FA3456'104.0 FT E OF PP ON W SIDE OF U.S. 64 AND 70, AND WITH
 FA3456'ALUMINUM REF. TAG
 FA3456'
 FA3456'135.7 FT S OF TP ON W SIDE OF U.S. 64 AND 70, AND WITH
 FA3456'ALUMINUM REF. TAG
 FA3456'
 FA3456'26.6 FT W OF C/L OF U.S. 64 AND 70
 FA3456'
 FA3456'76.2 FT E OF NORTHEAST CORNER OF BLOCK BUILDING
 FA3456'
 FA3456'69.5 FT W OF PP ON E SIDE OF U.S. 64 AND 70, AND WITH
 FA3456'ALUMINUM REF. TAG
 FA3456
 FA3456                          STATION RECOVERY (1982)
 FA3456
 FA3456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ESL)
 FA3456'THE STATION WAS SEARCHED FOR BUT NOT FOUND. IT WAS PROBABLY DESTROYED
 FA3456'BY GRADING WHEN THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3208 ***********************************************************************
 FB3208  DESIGNATION -  BILTMORE
 FB3208  PID         -  FB3208
 FB3208  STATE/COUNTY-  NC/BUNCOMBE
 FB3208  USGS QUAD   -  ASHEVILLE (1991)
 FB3208
 FB3208                         *CURRENT SURVEY CONTROL
 FB3208  ___________________________________________________________________
 FB3208* NAD 83(2001)-  35 33 30.83282(N)    082 33 19.23519(W)     ADJUSTED  
 FB3208* NAVD 88     -       627.0    (meters)    2057.     (feet)  VERTCON   
 FB3208  ___________________________________________________________________
 FB3208  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 FB3208  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3208  HORZ ORDER  -  SECOND
 FB3208
 FB3208.The horizontal coordinates were established by classical geodetic methods
 FB3208.and adjusted by the National Geodetic Survey in August 2005.
 FB3208
 FB3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3208
 FB3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3208
 FB3208.The geoid height was determined by GEOID03.
 FB3208
 FB3208;                    North         East     Units Scale Factor Converg.
 FB3208;SPC NC       -   206,396.344   287,366.773   MT  0.99988688   -2 03 07.3
 FB3208;SPC NC       -   677,152.01    942,802.49   sFT  0.99988688   -2 03 07.3
 FB3208;UTM  17      - 3,936,101.418   359,037.921   MT  0.99984486   -0 54 16.7
 FB3208
 FB3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3208!SPC NC       -   0.99990627  x   0.99988688  =   0.99979316
 FB3208!UTM  17      -   0.99990627  x   0.99984486  =   0.99975115
 FB3208
 FB3208:                Primary Azimuth Mark                     Grid Az
 FB3208:SPC NC       -  BALSAM                                   265 42 50.4
 FB3208:UTM  17      -  BALSAM                                   264 33 59.8
 FB3208
 FB3208|---------------------------------------------------------------------|
 FB3208| PID    Reference Object                     Distance      Geod. Az  |
 FB3208|                                                           dddmmss.s |
 FB3208| FB3210 BALSAM                              424.017 METERS 2633943.1 |
 FB3208|---------------------------------------------------------------------|
 FB3208
 FB3208                          SUPERSEDED SURVEY CONTROL
 FB3208
 FB3208  NAD 83(1995)-  35 33 30.83374(N)    082 33 19.23535(W) AD(       ) 2
 FB3208  NAD 83(1986)-  35 33 30.83870(N)    082 33 19.23369(W) AD(       ) 2
 FB3208  NAD 27      -  35 33 30.43596(N)    082 33 19.77488(W) AD(       ) 2
 FB3208  NGVD 29 (07/19/86)  627.1    (m)         2057.     (f) VERT ANG    3  
 FB3208
 FB3208.Superseded values are not recommended for survey control.
 FB3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3208.See file dsdata.txt to determine how the superseded data were derived.
 FB3208
 FB3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5903836101(NAD 83)
 FB3208_MARKER: DE = TRAVERSE STATION DISK
 FB3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3208_STAMPING: BILTMORE 1975
 FB3208_MARK LOGO: NCGS  
 FB3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3208+STABILITY: SURFACE MOTION
 FB3208
 FB3208  HISTORY     - Date     Condition        Report By
 FB3208  HISTORY     - 1975     MONUMENTED       NCGS
 FB3208
 FB3208                          STATION DESCRIPTION
 FB3208
 FB3208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3208'BILTMORE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB3208'IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3208'
 FB3208'BILTMORE IS LOCATED APPROXIMATELY 2.5 MILES SOUTH OF ASHEVILLE.  TO
 FB3208'REACH STATION FROM THE I-40 OVERPASS OF U.S. 25, PROCEED WEST ALONG
 FB3208'I-40 FOR 0.95 MILE TO STATION ON RIGHT IN SHOULDER OF WEST BOUND
 FB3208'LANE OF HIGHWAY, NEAR WEST END OF GUARD RAIL.
 FB3208'
 FB3208'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3208'BILTMORE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3208'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB3208'
 FB3208'MARK IS 12.7 FT N OF NORTH EDGE OF I-40 WEST BOUND PAVEMENT
 FB3208'
 FB3208'36.9 FT W OF WESTERNMOST GUARD RAIL POST
 FB3208'
 FB3208'43.0 FT SSE OF 4 IN WHITE PINE WITH ALUMINUM REF. TAG
 FB3208'
 FB3208'65.4 FT NNE OF CENTER OF CONCRETE CATCH BASIN IN MEDIAN
 FB3208'
 FB3208'184.2 FT E OF 4TH REFLECTOR POST ALONG NORTH SIDE OF I-40 WEST
 FB3208'OF BRIDGE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9068 ***********************************************************************
 AF9068  DESIGNATION -  BIN
 AF9068  PID         -  AF9068
 AF9068  STATE/COUNTY-  NC/HYDE
 AF9068  USGS QUAD   -  SWANQUARTER (1974)
 AF9068
 AF9068                         *CURRENT SURVEY CONTROL
 AF9068  ___________________________________________________________________
 AF9068* NAD 83(2001)-  35 26 24.38538(N)    076 16 08.90312(W)     ADJUSTED  
 AF9068* NAVD 88     -         1.0    (meters)       3.     (feet)  VERT ANG  
 AF9068  ___________________________________________________________________
 AF9068  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 AF9068  GEOID HEIGHT-         -38.03  (meters)                     GEOID03
 AF9068  HORZ ORDER  -  SECOND
 AF9068
 AF9068.The horizontal coordinates were established by classical geodetic methods
 AF9068.and adjusted by the National Geodetic Survey in August 2005.
 AF9068
 AF9068.The orthometric height was determined by vertical angle observations.
 AF9068
 AF9068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9068
 AF9068.The geoid height was determined by GEOID03.
 AF9068
 AF9068;                    North         East     Units Scale Factor Converg.
 AF9068;SPC NC       -   190,893.935   857,492.769   MT  0.99987797   +1 34 34.2
 AF9068;SPC NC       -   626,291.19  2,813,290.86   sFT  0.99987797   +1 34 34.2
 AF9068;UTM  18      - 3,922,590.871   384,809.290   MT  0.99976352   -0 44 09.6
 AF9068
 AF9068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9068!SPC NC       -   1.00000581  x   0.99987797  =   0.99988378
 AF9068!UTM  18      -   1.00000581  x   0.99976352  =   0.99976933
 AF9068
 AF9068                          SUPERSEDED SURVEY CONTROL
 AF9068
 AF9068  NAD 83(1986)-  35 26 24.39457(N)    076 16 08.91098(W) AD(       ) 2
 AF9068
 AF9068.Superseded values are not recommended for survey control.
 AF9068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9068.See file dsdata.txt to determine how the superseded data were derived.
 AF9068
 AF9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8480922591(NAD 83)
 AF9068_MARKER: DE = TRAVERSE STATION DISK
 AF9068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9068_STAMPING: BIN 1982
 AF9068_MARK LOGO: NCGS  
 AF9068_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9068+STABILITY: SURFACE MOTION
 AF9068
 AF9068  HISTORY     - Date     Condition        Report By
 AF9068  HISTORY     - 1982     MONUMENTED       NCGS
 AF9068
 AF9068                          STATION DESCRIPTION
 AF9068
 AF9068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9068'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTHEAST OF SWANQUARTER AND
 AF9068'26.1 KM (16.20 MI) WEST-SOUTHWEST OF ENGLEHARD. ALONG US 264 FOR 6.8
 AF9068'KM (4.20 MI) WEST FROM NC 94, AT SR 1125. MARK IS RECESSED 4 INCHES
 AF9068'BELOW GROUND.  LOCATED 47.4 M (155.5 FT) SOUTHEAST OF THE CENTERLINE
 AF9068'INTERSECTION OF THE HIGHWAY WITH SR 1125, 4.4 M (14.4 FT) SOUTHWEST OF
 AF9068'THE CENTERLINE OF SR 1125, 22.2 M (72.8 FT) SOUTHEAST OF THE SOUTHEAST
 AF9068'END OF A CULVERT UNDER THE DRIVE TO FARM BUILDINGS, 5.7 M (18.7 FT)
 AF9068'NORTHEAST OF THE NORTHEAST CORNER OF A SLAB BASE FOR A CHEMICAL BIN,
 AF9068'AND 29.1 M (95.5 FT) NORTHWEST OF A POWER POLE WITH 3 TRANSFORMERS AND
 AF9068'A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0595 ***********************************************************************
 EX0595  DESIGNATION -  BING
 EX0595  PID         -  EX0595
 EX0595  STATE/COUNTY-  NC/DARE
 EX0595  USGS QUAD   -  STUMPY POINT (1953)
 EX0595
 EX0595                         *CURRENT SURVEY CONTROL
 EX0595  ___________________________________________________________________
 EX0595* NAD 83(2001)-  35 37 35.25091(N)    075 43 46.59813(W)     ADJUSTED  
 EX0595* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0595  ___________________________________________________________________
 EX0595  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EX0595  GEOID HEIGHT-         -38.86  (meters)                     GEOID03
 EX0595  HORZ ORDER  -  THIRD
 EX0595
 EX0595.The horizontal coordinates were established by classical geodetic methods
 EX0595.and adjusted by the National Geodetic Survey in August 2005.
 EX0595
 EX0595.The orthometric height was scaled from a topographic map.
 EX0595
 EX0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0595
 EX0595.The geoid height was determined by GEOID03.
 EX0595
 EX0595;                    North         East     Units Scale Factor Converg.
 EX0595;SPC NC       -   213,036.442   905,770.871   MT  0.99989391   +1 53 15.3
 EX0595;SPC NC       -   698,937.06  2,971,683.27   sFT  0.99989391   +1 53 15.3
 EX0595;UTM  18      - 3,942,763.580   433,932.647   MT  0.99965379   -0 25 30.0
 EX0595
 EX0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0595!SPC NC       -   1.00000599  x   0.99989391  =   0.99989990
 EX0595!UTM  18      -   1.00000599  x   0.99965379  =   0.99965978
 EX0595
 EX0595|---------------------------------------------------------------------|
 EX0595| PID    Reference Object                     Distance      Geod. Az  |
 EX0595|                                                           dddmmss.s |
 EX0595| EX0722 BING RM 2                            24.550 METERS 00300     |
 EX0595| EX0596 ROOTS                               APPROX. 7.5 KM 0100349.4 |
 EX0595| EX0598 SANDY POINT 4                        60.022 METERS 07407     |
 EX0595| EX0721 BING RM 1                            28.555 METERS 28839     |
 EX0595|---------------------------------------------------------------------|
 EX0595
 EX0595                          SUPERSEDED SURVEY CONTROL
 EX0595
 EX0595  NAD 83(1986)-  35 37 35.26457(N)    075 43 46.60383(W) AD(       ) 3
 EX0595  NAD 27      -  35 37 34.62200(N)    075 43 48.00500(W) AD(       ) 3
 EX0595
 EX0595.Superseded values are not recommended for survey control.
 EX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0595.See file dsdata.txt to determine how the superseded data were derived.
 EX0595
 EX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3393342764(NAD 83)
 EX0595_MARKER: DS = TRIANGULATION STATION DISK
 EX0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0595
 EX0595  HISTORY     - Date     Condition        Report By
 EX0595  HISTORY     - 1933     MONUMENTED       CGS
 EX0595  HISTORY     - 1949     SEE DESCRIPTION  CGS
 EX0595  HISTORY     - 1957     MARK NOT FOUND   CGS
 EX0595
 EX0595                          STATION DESCRIPTION
 EX0595
 EX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0595'LOCATED ON THE SOUTH SHORE OF SANDY POINT IN NORTHERN PAMLICO
 EX0595'SOUND, APPROXIMATELY 4-1/4 MILES N.W. OF LONG SHOAL L.H.  THIS
 EX0595'IS A ROUNDING POINT WITH A SANDY BEACH, AND A PINE FOREST
 EX0595'BEGINS ABOUT 700 METERS INLAND FROM THE SOUTH SHORE.  THE
 EX0595'STATION IS ON A SAND RIDGE BETWEEN THE WATER LINE AND THE
 EX0595'MARSH, 69.80 METERS FROM WATER LINE ON EAST, 18.20 METERS FROM
 EX0595'WATER LINE ON SOUTH, AND IS A STANDARD DISK STAMPED, BING 1933
 EX0595'SET IN TOP OF A 9 IN SQUARE CONCRETE BLOCK PROTRUDING ABOUT 8
 EX0595'IN ABOVE THE GROUND.
 EX0595'
 EX0595'REFERENCE MARK NO.1 IS IN A NORTHWESTERLY DIRECTION FROM THE
 EX0595'STATION, IN THE MARSH, AND IS A STANDARD DISK SET IN TOP OF 9
 EX0595'IN SQUARE CONCRETE BLOCK.  REFERENCE MARK NO.2 IS SIMILAR TO NO.1,
 EX0595'AND IS IN A NORTHEASTERLY DIRECTION FROM THE STATION, IN
 EX0595'THE MARSH.  AN OLD STATION, --A COPPER NAIL IN A PINE 2 IN X 4
 EX0595'IN POST -- WAS DISCOVERED ON THE POINT 2 METERS FROM HIGH WATER
 EX0595'LINE.  IT IS PROBABLY SANDY POINT 4 WHICH WAS BUILT IN 1917 BUT
 EX0595'WAS NOT CONNECTED BY TRIANGULATION.
 EX0595'
 EX0595'HEIGHT OF SIGNAL ABOVE STATION MARK - 8.0 METERS.
 EX0595
 EX0595                          STATION RECOVERY (1949)
 EX0595
 EX0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EX0595'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  STATION
 EX0595'FOUND LYING UPROOTED ON BEACH.  SANDY POINT 4 (1917) HAS BEEN
 EX0595'DESTROYED BY EROSION.  THE ORIGINAL DESCRIPTION IS ADEQUATE,
 EX0595'EXCEPT FOR THE FOLLOWING SHORELINE MEASUREMENTS--
 EX0595'
 EX0595'REFERENCE MARK 1 IS 17.2 METERS 340 DEG (MAG.).  REFERENCE MARK
 EX0595'2 IS 17.1 METERS 335 DEG (MAG.)., 25.0 METERS 230 DEG (MAG.) FROM
 EX0595'SHORE AND 30.3 METERS 280 DEG (MAG.) FROM POINT.
 EX0595
 EX0595                          STATION RECOVERY (1957)
 EX0595
 EX0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAM)
 EX0595'THIS STATION WAS NOT FOUND.  IT IS ASSUMED THAT EROSION HAS
 EX0595'DESTROYED ALL EVIDENCE OF THE STATION AND REFERENCE MARKS.  NATIVES
 EX0595'REPORT THAT STORMS IN THE PAST FIVE YEARS HAVE ERODED THE SHORES
 EX0595'IN THIS VICINITY AS MUCH AS 100 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2970 ***********************************************************************
 FY2970  DESIGNATION -  BING
 FY2970  PID         -  FY2970
 FY2970  STATE/COUNTY-  NC/PERSON
 FY2970  USGS QUAD   -  TRIPLE SPRINGS (1980)
 FY2970
 FY2970                         *CURRENT SURVEY CONTROL
 FY2970  ___________________________________________________________________
 FY2970* NAD 83(2001)-  36 28 44.35095(N)    078 48 05.34231(W)     ADJUSTED  
 FY2970* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 FY2970  ___________________________________________________________________
 FY2970  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 FY2970  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FY2970  HORZ ORDER  -  SECOND
 FY2970
 FY2970.The horizontal coordinates were established by classical geodetic methods
 FY2970.and adjusted by the National Geodetic Survey in August 2005.
 FY2970
 FY2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2970
 FY2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2970
 FY2970.The geoid height was determined by GEOID03.
 FY2970
 FY2970;                    North         East     Units Scale Factor Converg.
 FY2970;SPC NC       -   302,769.763   627,393.099   MT  1.00010216   +0 06 52.5
 FY2970;SPC NC       -   993,337.13  2,058,372.19   sFT  1.00010216   +0 06 52.5
 FY2970;UTM  17      - 4,039,324.375   696,956.164   MT  1.00007796   +1 18 27.0
 FY2970
 FY2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2970!SPC NC       -   0.99997164  x   1.00010216  =   1.00007380
 FY2970!UTM  17      -   0.99997164  x   1.00007796  =   1.00004960
 FY2970
 FY2970:                Primary Azimuth Mark                     Grid Az
 FY2970:SPC NC       -  HALLOWAY                                 024 00 51.3
 FY2970:UTM  17      -  HALLOWAY                                 022 49 16.8
 FY2970
 FY2970|---------------------------------------------------------------------|
 FY2970| PID    Reference Object                     Distance      Geod. Az  |
 FY2970|                                                           dddmmss.s |
 FY2970| FY2964 HALLOWAY                            APPROX. 0.5 KM 0240743.8 |
 FY2970|---------------------------------------------------------------------|
 FY2970
 FY2970                          SUPERSEDED SURVEY CONTROL
 FY2970
 FY2970  NAD 83(1993)-  36 28 44.35102(N)    078 48 05.34353(W) AD(       ) 2
 FY2970  NAD 83(1986)-  36 28 44.35318(N)    078 48 05.34831(W) AD(       ) 2
 FY2970  NAD 27      -  36 28 43.84139(N)    078 48 06.32553(W) AD(       ) 2
 FY2970  NGVD 29 (07/19/86)  212.2    (m)          696.     (f) VERT ANG    3  
 FY2970
 FY2970.Superseded values are not recommended for survey control.
 FY2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2970.See file dsdata.txt to determine how the superseded data were derived.
 FY2970
 FY2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9695639324(NAD 83)
 FY2970_MARKER: DE = TRAVERSE STATION DISK
 FY2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2970_STAMPING: BING 1977
 FY2970_MARK LOGO: NCGS  
 FY2970_PROJECTION: PROJECTING 5 CENTIMETERS
 FY2970_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2970+STABILITY: SURFACE MOTION
 FY2970
 FY2970  HISTORY     - Date     Condition        Report By
 FY2970  HISTORY     - 1977     MONUMENTED       NCGS
 FY2970  HISTORY     - 19850318 GOOD             NCGS
 FY2970
 FY2970                          STATION DESCRIPTION
 FY2970
 FY2970'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2970'THE STATION IS LOCATED APPROXIMATELY 4.5 MILE SOUTH-SOUTHWEST OF
 FY2970'VIRGINIA AND 11.5 MILES NORTHEAST OF ROXBORO.
 FY2970'
 FY2970'TO REACH THE STATION FROM THE INTERSECTION OF NC 49 WITH SR 1512
 FY2970'CROSSROADS IN COMMUNITY OF DIXON STORE, PROCEED SOUTHEASTERLY ALONG
 FY2970'SR 1512 FOR 1.8 MILES TO Y INTERSECTION WITH SR 1542 AT OLIVE BRANCH
 FY2970'CHURCH, THENCE NORTHERLY ALONG SR 1542 FOR 1.4 MILES TO SR 1558 ON THE
 FY2970'RIGHT, THENCE EASTERLY ALONG SR 1558 FOR 1.0 MILE TO END OF STATE
 FY2970'ROAD, CONTINUE STRAIGHT AHEAD ON DIRT ROAD TO BING LONGS BRICK HOUSE,
 FY2970'FOLLOW FIELD ROAD TO RIGHT OF HOUSE FOR 0.2 MILE TO TOP OF SMALL HILL
 FY2970'AND FORK, THENCE TAKE THE RIGHT FORK SOUTH-SOUTHEAST AND FOLLOW THIS
 FY2970'ROAD (LOGGING ROAD) FOR 0.6 MILE TO STATION ON THE LEFT, AT THE
 FY2970'NORTHEAST END OF A RIDGE ABOVE A LARGE DRAW.
 FY2970'
 FY2970'STATION MARK IS A STANDARD DISK STAMPED---BING 1977---SET IN THE TOP
 FY2970'OF A CONCRETE PRECAST WHICH IS 5 INCHES ABOVE THE GROUND SURFACE.  THE
 FY2970'MARK IS 11.8 FEET NORTH-NORTHEAST OF CENTERLINE OF LOGGING ROAD WHICH
 FY2970'LEADS EASTWARD, 3.4 FEET WEST-NORTHWEST OF WITNESS POST WITH SIGN,
 FY2970'69.7 FEET NORTH OF 4 INCH DOGWOOD WITH REFERENCE TAG, 62.4 FEET
 FY2970'EAST-NORTHEAST OF 6 INCH HICKORY WITH REFERENCE TAG AND 37.8 FEET
 FY2970'SOUTH-SOUTHEAST OF 2 INCH CEDAR.
 FY2970
 FY2970                          STATION RECOVERY (1985)
 FY2970
 FY2970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 FY2970'RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS. STATION IS LOCATED
 FY2970'ABOUT 7.2 KM (4.45 MI) SOUTH-SOUTHWEST OF VIRGILINA, VA. AND 18.5 KM
 FY2970'(11.50 MI) NORTHEAST OF ROXBORO. PROCEED ALONG NC 96 FOR 10.2 KM (6.35
 FY2970'MI) SOUTH FROM NC 49 TO SR 1328 (CHARLIE STOVALL ROAD), THENCE 5.0 KM
 FY2970'(3.10 MI) WEST ALONG SR 1328 TO SR 1329 (RAYMOND ROYSTER ROAD).
 FY2970'CONTINUE NORTH ALONG SR 1328 FOR 1.5 KM (0.95 MI) TO A FARM ROAD WEST,
 FY2970'THENCE 1.1 KM (0.70 MI) WEST ALONG THE FARM ROAD THRU A PASTURE,
 FY2970'PASSING A LARGE HAY SHED, TO THE STATION, AT A ROUND CONCRETE WATER
 FY2970'BASIN ON A RIDGE, IN THE SOUTHWEST SECTION OF PASTURE. MARK PROJECTS 5
 FY2970'INCHES ABOVE GROUND.  LOCATED 59 M (194 FT) SOUTHWEST OF THE WEST FACE
 FY2970'OF A ROUND CONCRETE WATER BASIN--AND 18.1 M (59.4 FT) NORTH-NORTHWEST
 FY2970'OF A FENCE POST, 45.1 M (148.0 FT) EAST-NORTHEAST OF A 10-INCH
 FY2970'OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3916 ***********************************************************************
 EZ3916  DESIGNATION -  BINGHAM
 EZ3916  PID         -  EZ3916
 EZ3916  STATE/COUNTY-  NC/RANDOLPH
 EZ3916  USGS QUAD   -  ASHEBORO (1994)
 EZ3916
 EZ3916                         *CURRENT SURVEY CONTROL
 EZ3916  ___________________________________________________________________
 EZ3916* NAD 83(2001)-  35 40 48.67932(N)    079 51 05.54575(W)     ADJUSTED  
 EZ3916* NAVD 88     -       267.840  (meters)     878.74   (feet)  ADJUSTED  
 EZ3916  ___________________________________________________________________
 EZ3916  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EZ3916  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ3916  DYNAMIC HT  -         267.611 (meters)     877.99  (feet)  COMP
 EZ3916  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 EZ3916
 EZ3916  HORZ ORDER  -  SECOND
 EZ3916  VERT ORDER  -  SECOND    CLASS II
 EZ3916
 EZ3916.The horizontal coordinates were established by classical geodetic methods
 EZ3916.and adjusted by the National Geodetic Survey in August 2005.
 EZ3916
 EZ3916.The orthometric height was determined by differential leveling
 EZ3916.and adjusted in March 2001.
 EZ3916
 EZ3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3916
 EZ3916.The geoid height was determined by GEOID03.
 EZ3916
 EZ3916.The dynamic height is computed by dividing the NAVD 88
 EZ3916.geopotential number by the normal gravity value computed on the
 EZ3916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3916.degrees latitude (g = 980.6199 gals.).
 EZ3916
 EZ3916.The modeled gravity was interpolated from observed gravity values.
 EZ3916
 EZ3916;                    North         East     Units Scale Factor Converg.
 EZ3916;SPC NC       -   214,448.917   532,523.011   MT  0.99990047   -0 29 29.3
 EZ3916;SPC NC       -   703,571.16  1,747,119.25   sFT  0.99990047   -0 29 29.3
 EZ3916;UTM  17      - 3,949,085.207   603,926.472   MT  0.99973309   +0 40 11.7
 EZ3916
 EZ3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3916!SPC NC       -   0.99996271  x   0.99990047  =   0.99986319
 EZ3916!UTM  17      -   0.99996271  x   0.99973309  =   0.99969581
 EZ3916
 EZ3916:                Primary Azimuth Mark                     Grid Az
 EZ3916:SPC NC       -  STOUT                                    235 13 23.0
 EZ3916:UTM  17      -  STOUT                                    234 03 42.0
 EZ3916
 EZ3916|---------------------------------------------------------------------|
 EZ3916| PID    Reference Object                     Distance      Geod. Az  |
 EZ3916|                                                           dddmmss.s |
 EZ3916| EZ3928 STOUT                               APPROX. 1.2 KM 2344353.7 |
 EZ3916|---------------------------------------------------------------------|
 EZ3916
 EZ3916                          SUPERSEDED SURVEY CONTROL
 EZ3916
 EZ3916  NAD 83(1986)-  35 40 48.68480(N)    079 51 05.55271(W) AD(       ) 2
 EZ3916  NAD 27      -  35 40 48.19090(N)    079 51 06.42514(W) AD(       ) 2
 EZ3916  NGVD 29 (07/19/86)  268.1    (m)          880.     (f) VERT ANG    3  
 EZ3916
 EZ3916.Superseded values are not recommended for survey control.
 EZ3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3916.See file dsdata.txt to determine how the superseded data were derived.
 EZ3916
 EZ3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0392649085(NAD 83)
 EZ3916_MARKER: DE = TRAVERSE STATION DISK
 EZ3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3916_STAMPING: BINGHAM 1971
 EZ3916_MARK LOGO: NCGS  
 EZ3916_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3916+STABILITY: SURFACE MOTION
 EZ3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3916+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2000
 EZ3916
 EZ3916  HISTORY     - Date     Condition        Report By
 EZ3916  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3916  HISTORY     - 20000111 GOOD             NCGS
 EZ3916
 EZ3916                          STATION DESCRIPTION
 EZ3916
 EZ3916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3916'BINGHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3916'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3916'
 EZ3916'BINGHAM IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF
 EZ3916'ASHEBORO.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ3916'U.S. 64 AND NC 49 IN ASHEBORO.  GO SOUTHWEST ON NC 49 FOR 0.95
 EZ3916'MILES TO STATION ON RIGHT BANK (NORTH SIDE) OF N. C. 49.  0.25
 EZ3916'MILE SOUTHWEST OF NC 49 BRIDGE OVER SR 1193.  2.2 MILES NORTHEAST
 EZ3916'OF INTERSECTION OF NC 49 AND SR 1163.  AND AT EDGE OF LAWN ON
 EZ3916'SOUTHWEST SIDE OF A BRICK RESIDENCE.
 EZ3916'
 EZ3916'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3916'BINGHAM 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ3916'OF WHICH IS FLUSH WITH THE GROUND.
 EZ3916'
 EZ3916'MARK IS
 EZ3916'
 EZ3916'89.1 FT NW OF C/L OF S BOUND LANE OF NC 49
 EZ3916'
 EZ3916'21.7 FT SE OF ALUMINUM REF. TAG ON PP 194 W/TRANSFORMER
 EZ3916'
 EZ3916'58.3 FT NE OF TOP OF AN IRON PIPE PROPERTY CORNER MARKER
 EZ3916'
 EZ3916'74.4 FT E OF ALUMINUM REF. TAG ON 6 INCH OAK TREE
 EZ3916'
 EZ3916'62.7 FT S OF BASE OF SOUTHWEST CORNER OF BRICK RESIDENCE
 EZ3916
 EZ3916                          STATION RECOVERY (2000)
 EZ3916
 EZ3916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 EZ3916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4596 ***********************************************************************
 AE4596  DESIGNATION -  BINGO
 AE4596  PID         -  AE4596
 AE4596  STATE/COUNTY-  NC/CABARRUS
 AE4596  USGS QUAD   -  CONCORD (1987)
 AE4596
 AE4596                         *CURRENT SURVEY CONTROL
 AE4596  ___________________________________________________________________
 AE4596* NAD 83(2001)-  35 24 49.71405(N)    080 33 46.73489(W)     ADJUSTED  
 AE4596* NAVD 88     -       189.6    (meters)     622.     (feet)  VERTCON   
 AE4596  ___________________________________________________________________
 AE4596  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AE4596  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AE4596  HORZ ORDER  -  SECOND
 AE4596
 AE4596.The horizontal coordinates were established by classical geodetic methods
 AE4596.and adjusted by the National Geodetic Survey in August 2005.
 AE4596
 AE4596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4596
 AE4596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4596
 AE4596.The geoid height was determined by GEOID03.
 AE4596
 AE4596;                    North         East     Units Scale Factor Converg.
 AE4596;SPC NC       -   185,684.128   467,664.883   MT  0.99987658   -0 54 07.6
 AE4596;SPC NC       -   609,198.68  1,534,330.54   sFT  0.99987658   -0 54 07.6
 AE4596;UTM  17      - 3,919,022.215   539,676.947   MT  0.99961940   +0 15 11.7
 AE4596
 AE4596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4596!SPC NC       -   0.99997502  x   0.99987658  =   0.99985161
 AE4596!UTM  17      -   0.99997502  x   0.99961940  =   0.99959443
 AE4596
 AE4596                          SUPERSEDED SURVEY CONTROL
 AE4596
 AE4596  NAD 83(1986)-  35 24 49.72684(N)    080 33 46.74218(W) AD(       ) 2
 AE4596  NGVD 29 (11/20/97)  189.9    (m)          623.     (f) VERT ANG    3  
 AE4596
 AE4596.Superseded values are not recommended for survey control.
 AE4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4596.See file dsdata.txt to determine how the superseded data were derived.
 AE4596
 AE4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3967719022(NAD 83)
 AE4596_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4596_STAMPING: BINGO 1995
 AE4596_MARK LOGO: NCGS  
 AE4596_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE4596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4596+STABILITY: SURFACE MOTION
 AE4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4596+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE4596
 AE4596  HISTORY     - Date     Condition        Report By
 AE4596  HISTORY     - 1995     MONUMENTED       NCGS
 AE4596
 AE4596                          STATION DESCRIPTION
 AE4596
 AE4596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (ELC)
 AE4596'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTHEAST OF CONCORD AND 2.8
 AE4596'MI (4.5 KM) WEST OF COLD SPRINGS. ALONG NC 73 FOR 0.4 MI (0.6 KM) EAST
 AE4596'FROM NC 136, AT THE T-INTERSECTION WITH DEAL STREET, IN THE NORTHEAST
 AE4596'QUADRANT. MARK IS RECESSED 3-INCHES BELOW GROUND AND IS ABOUT LEVEL
 AE4596'WITH NC 73. LOCATED 26.0 FT (7.9 M) NORTHWEST OF THE CENTERLINE OF NC
 AE4596'73, 65.0 FT (19.8 M) NORTHEAST OF THE CENTERLINE OF DEAL STREET, 105.0
 AE4596'FT (32.0 M) EAST-NORTHEAST OF A FIRE HYDRANT ON THE WEST SIDE OF DEAL
 AE4596'STREET, 24.0 FT (7.3 M) EAST-SOUTHEAST OF A POWER POLE, AND 81.0 FT
 AE4596'(24.7 M) SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0569 ***********************************************************************
 EZ0569  DESIGNATION -  BINS
 EZ0569  PID         -  EZ0569
 EZ0569  STATE/COUNTY-  NC/HARNETT
 EZ0569  USGS QUAD   -  LILLINGTON (1987)
 EZ0569
 EZ0569                         *CURRENT SURVEY CONTROL
 EZ0569  ___________________________________________________________________
 EZ0569* NAD 83(2001)-  35 24 24.04083(N)    078 45 35.14410(W)     ADJUSTED  
 EZ0569* NAVD 88     -        54.805  (meters)     179.81   (feet)  ADJUSTED  
 EZ0569  ___________________________________________________________________
 EZ0569  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 EZ0569  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 EZ0569  DYNAMIC HT  -          54.757 (meters)     179.65  (feet)  COMP
 EZ0569  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 EZ0569
 EZ0569  HORZ ORDER  -  SECOND
 EZ0569  VERT ORDER  -  SECOND    CLASS II
 EZ0569
 EZ0569.The horizontal coordinates were established by classical geodetic methods
 EZ0569.and adjusted by the National Geodetic Survey in August 2005.
 EZ0569
 EZ0569.The orthometric height was determined by differential leveling
 EZ0569.and adjusted in June 1991.
 EZ0569
 EZ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0569
 EZ0569.The geoid height was determined by GEOID03.
 EZ0569
 EZ0569.The dynamic height is computed by dividing the NAVD 88
 EZ0569.geopotential number by the normal gravity value computed on the
 EZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0569.degrees latitude (g = 980.6199 gals.).
 EZ0569
 EZ0569.The modeled gravity was interpolated from observed gravity values.
 EZ0569
 EZ0569;                    North         East     Units Scale Factor Converg.
 EZ0569;SPC NC       -   183,802.009   631,420.304   MT  0.99987623   +0 08 19.2
 EZ0569;SPC NC       -   603,023.76  2,071,584.78   sFT  0.99987623   +0 08 19.2
 EZ0569;UTM  17      - 3,920,448.454   703,426.012   MT  1.00011000   +1 17 54.2
 EZ0569
 EZ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0569!SPC NC       -   0.99999661  x   0.99987623  =   0.99987284
 EZ0569!UTM  17      -   0.99999661  x   1.00011000  =   1.00010661
 EZ0569
 EZ0569:                Primary Azimuth Mark                     Grid Az
 EZ0569:SPC NC       -  RANCH                                    079 49 17.0
 EZ0569:UTM  17      -  RANCH                                    078 39 42.0
 EZ0569
 EZ0569|---------------------------------------------------------------------|
 EZ0569| PID    Reference Object                     Distance      Geod. Az  |
 EZ0569|                                                           dddmmss.s |
 EZ0569| EZ0570 RANCH                               402.488 METERS 0795736.2 |
 EZ0569| EZ4757 BUIES CREEK MUN TANK                APPROX. 1.6 KM 0933128.7 |
 EZ0569|---------------------------------------------------------------------|
 EZ0569
 EZ0569                          SUPERSEDED SURVEY CONTROL
 EZ0569
 EZ0569  NAD 83(1986)-  35 24 24.04588(N)    078 45 35.15097(W) AD(       ) 2
 EZ0569  NAD 27      -  35 24 23.46797(N)    078 45 36.07294(W) AD(       ) 2
 EZ0569  NGVD 29 (??/??/92)   55.069  (m)          180.67   (f) ADJ UNCH    2 2
 EZ0569
 EZ0569.Superseded values are not recommended for survey control.
 EZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0569.See file dsdata.txt to determine how the superseded data were derived.
 EZ0569
 EZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0342620448(NAD 83)
 EZ0569_MARKER: DE = TRAVERSE STATION DISK
 EZ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0569_STAMPING: BINS 1972
 EZ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0569+STABILITY: SURFACE MOTION
 EZ0569
 EZ0569  HISTORY     - Date     Condition        Report By
 EZ0569  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0569  HISTORY     - 1974     GOOD             NCGS
 EZ0569  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ0569  HISTORY     - 20070617 MARK NOT FOUND   GEOCAC
 EZ0569
 EZ0569                          STATION DESCRIPTION
 EZ0569
 EZ0569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0569'BINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0569'VICINITY OF BUIES CREEK, NORTH CAROLINA.
 EZ0569'
 EZ0569'BINS IS LOCATED APPROXIMATELY 1.3 MILES WEST OF BUIES CREEK.  TO
 EZ0569'REACH STATION FROM THE INTERSECTION OF US 421 AND NC 27 IN BUIES
 EZ0569'CREEK, GO WEST 0.8 MILE ALONG US 421 AND NC 27 TO STATION ON LEFT,
 EZ0569'0.4 MILE EAST OF INTERSECTION OF US 421, NC 27 AND SR 1513, ON TOP OF
 EZ0569'15 FOOT BANK, AND APPROXIMATELY 250 FEET SOUTHWEST OF A PICNIC AREA.
 EZ0569'
 EZ0569'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0569'BINS 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0569'IS FLUSH WITH THE GROUND.
 EZ0569'
 EZ0569'MARK IS--70.6 FEET S OF C/L OF US 421 - NC 27.
 EZ0569'3.7 FEET S OF BASE OF PP NO. 1191 WITH ALUMINUM REF. TAG.
 EZ0569'81.3 FEET NNE OF BASE OF GUY WIRE.
 EZ0569
 EZ0569                          STATION RECOVERY (1974)
 EZ0569
 EZ0569'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0569'1.3 MI W FROM BUIES CREEK.
 EZ0569'BINS IS LOCATED APPROXIMATELY 3.0 MILES EAST OF LILLINGTON.
 EZ0569'TO REACH STATION FROM THE INTERSECTION OF U.S. 421 AND NC 27
 EZ0569'IN BUIES CREEK, PROCEED WEST 0.8 MILE ALONG U.S. 421 AND NC 27
 EZ0569'TO STATION ON LEFT, 0.4 MILE EAST OF INTERSECTION OF U.S. 421,
 EZ0569'NC 27 AND SR 1513, ON TOP OF 15 FOOT BANK, AND APPROXIMATELY 250
 EZ0569'FEET SOUTHWEST OF A PICNIC AREA, 70.6 FT SOUTH OF C/L OF U.S.
 EZ0569'421 - NC 27, 3.7 FT SOUTH OF BASE OF PP 191 WITH ALUMINUM REF. TAG,
 EZ0569'AND 81.3 FT NNE OF BASE OF GUY WIRE, AND 32.6 FT NORTH OF PP
 EZ0569'WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER
 EZ0569'FLUSH WITH THE GROUND.
 EZ0569
 EZ0569                          STATION RECOVERY (1999)
 EZ0569
 EZ0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0569'MARK NOT FOUND.
 EZ0569
 EZ0569                          STATION RECOVERY (2007)
 EZ0569
 EZ0569'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0569'SEARCHED WITH A METAL DETECTOR. THIS AREA HAS BEEN GRADED. THE POWER
 EZ0569'LINE HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2973 ***********************************************************************
 EA2973  DESIGNATION -  BINS
 EA2973  PID         -  EA2973
 EA2973  STATE/COUNTY-  NC/PENDER
 EA2973  USGS QUAD   -  WALLACE EAST (1981)
 EA2973
 EA2973                         *CURRENT SURVEY CONTROL
 EA2973  ___________________________________________________________________
 EA2973* NAD 83(2001)-  34 41 25.27841(N)    077 58 40.67761(W)     ADJUSTED  
 EA2973* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 EA2973  ___________________________________________________________________
 EA2973  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EA2973  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 EA2973  HORZ ORDER  -  SECOND
 EA2973
 EA2973.The horizontal coordinates were established by classical geodetic methods
 EA2973.and adjusted by the National Geodetic Survey in August 2005.
 EA2973
 EA2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2973
 EA2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2973
 EA2973.The geoid height was determined by GEOID03.
 EA2973
 EA2973;                    North         East     Units Scale Factor Converg.
 EA2973;SPC NC       -   104,796.849   703,241.815   MT  0.99992026   +0 35 23.6
 EA2973;SPC NC       -   343,821.00  2,307,219.19   sFT  0.99992026   +0 35 23.6
 EA2973;UTM  18      - 3,842,742.658   227,192.366   MT  1.00051741   -1 41 45.3
 EA2973;UTM  17      - 3,842,863.112   776,845.965   MT  1.00054478   +1 43 15.8
 EA2973
 EA2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2973!SPC NC       -   1.00000301  x   0.99992026  =   0.99992327
 EA2973!UTM  18      -   1.00000301  x   1.00051741  =   1.00052042
 EA2973!UTM  17      -   1.00000301  x   1.00054478  =   1.00054779
 EA2973
 EA2973:                Primary Azimuth Mark                     Grid Az
 EA2973:SPC NC       -  SAM                                      261 40 45.7
 EA2973:UTM  18      -  SAM                                      263 57 54.6
 EA2973:UTM  17      -  SAM                                      260 32 53.5
 EA2973
 EA2973|---------------------------------------------------------------------|
 EA2973| PID    Reference Object                     Distance      Geod. Az  |
 EA2973|                                                           dddmmss.s |
 EA2973| EA2972 SAM                                 APPROX. 0.6 KM 2621609.3 |
 EA2973|---------------------------------------------------------------------|
 EA2973
 EA2973                          SUPERSEDED SURVEY CONTROL
 EA2973
 EA2973  NAD 83(1986)-  34 41 25.28561(N)    077 58 40.68570(W) AD(       ) 2
 EA2973  NAD 27      -  34 41 24.68110(N)    077 58 41.73765(W) AD(       ) 2
 EA2973  NGVD 29 (07/19/86)   17.3    (m)           57.     (f) VERT ANG    3  
 EA2973
 EA2973.Superseded values are not recommended for survey control.
 EA2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2973.See file dsdata.txt to determine how the superseded data were derived.
 EA2973
 EA2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2719242743(NAD 83)
 EA2973_MARKER: DE = TRAVERSE STATION DISK
 EA2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2973_STAMPING: BINS 1973
 EA2973_MARK LOGO: NCGS  
 EA2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2973+STABILITY: SURFACE MOTION
 EA2973
 EA2973  HISTORY     - Date     Condition        Report By
 EA2973  HISTORY     - 1973     MONUMENTED       NCGS
 EA2973
 EA2973                          STATION DESCRIPTION
 EA2973
 EA2973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA2973'BINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA2973'VICINITY OF WILLARD, NORTH CAROLINA.
 EA2973'
 EA2973'BINS IS LOCATED APPROXIMATELY IN WILLARD, AND 3.2 MILES SSE OF
 EA2973'WALLACE.  TO REACH STATION FROM INTERSECTION OF SR 1001 AND SEABOARD
 EA2973'COAST LINE RR IN WILLARD, PROCEED EAST ALONG SR 1001 FOR
 EA2973'APPROXIMATELY 150 FEET TO Y INTERSECTION WITH SR 1310, THENCE EAST
 EA2973'ALONG SR 1310 FOR 0.1 MILES TO STATION ON THE RIGHT SHOULDER,
 EA2973'APPROXIMATELY 120 FEET WEST OF INTERSECTION WITH SR 1313.
 EA2973'
 EA2973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BINS
 EA2973'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EA2973'INCHES BELOW THE GROUND.
 EA2973'
 EA2973'MARK IS
 EA2973'10.3 FEET S OF C/L OF SR 1310.
 EA2973'112.8 FEET WSW OF C/L OF SR 131.
 EA2973'47.8 FEET NE OF 18 INCH TWIN MAGNOLIA.
 EA2973'78.1 FEET W OF 4 X 4 STOP SIGN POST W/ALUMINUM REF. TAG.
 EA2973'155.5 FEET SW OF PP W/ALUMINUM REF. TAG.
 EA2973'45.2 FEET N OF 20 INCH SYCAMORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5665 ***********************************************************************
 EY5665  DESIGNATION -  BINS
 EY5665  PID         -  EY5665
 EY5665  STATE/COUNTY-  NC/WASHINGTON
 EY5665  USGS QUAD   -  CRESWELL (1974)
 EY5665
 EY5665                         *CURRENT SURVEY CONTROL
 EY5665  ___________________________________________________________________
 EY5665* NAD 83(2001)-  35 52 25.87320(N)    076 23 14.94109(W)     ADJUSTED  
 EY5665* NAVD 88     -         2.2    (meters)       7.     (feet)  VERT ANG  
 EY5665  ___________________________________________________________________
 EY5665  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 EY5665  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EY5665  HORZ ORDER  -  SECOND
 EY5665
 EY5665.The horizontal coordinates were established by classical geodetic methods
 EY5665.and adjusted by the National Geodetic Survey in August 2005.
 EY5665
 EY5665.The orthometric height was determined by vertical angle observations.
 EY5665
 EY5665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5665
 EY5665.The geoid height was determined by GEOID03.
 EY5665
 EY5665;                    North         East     Units Scale Factor Converg.
 EY5665;SPC NC       -   238,708.675   845,486.485   MT  0.99993142   +1 30 28.3
 EY5665;SPC NC       -   783,163.38  2,773,900.24   sFT  0.99993142   +1 30 28.3
 EY5665;UTM  18      - 3,970,845.948   374,746.681   MT  0.99979332   -0 48 47.4
 EY5665
 EY5665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5665!SPC NC       -   1.00000553  x   0.99993142  =   0.99993695
 EY5665!UTM  18      -   1.00000553  x   0.99979332  =   0.99979885
 EY5665
 EY5665:                Primary Azimuth Mark                     Grid Az
 EY5665:SPC NC       -  SCUPPERNONG MAST                         035 56 21.0
 EY5665:UTM  18      -  SCUPPERNONG MAST                         038 15 36.7
 EY5665
 EY5665|---------------------------------------------------------------------|
 EY5665| PID    Reference Object                     Distance      Geod. Az  |
 EY5665|                                                           dddmmss.s |
 EY5665| AF8984 SCUPPERNONG MAST                                   0372649.3 |
 EY5665| EY3320 CRESWELL WUND TV TOWER              APPROX. 4.7 KM 0522422.0 |
 EY5665|---------------------------------------------------------------------|
 EY5665
 EY5665                          SUPERSEDED SURVEY CONTROL
 EY5665
 EY5665  NAD 83(1986)-  35 52 25.88671(N)    076 23 14.95212(W) AD(       ) 2
 EY5665  NGVD 29 (12/10/90)    2.5    (m)            8.     (f) VERT ANG    3  
 EY5665
 EY5665.Superseded values are not recommended for survey control.
 EY5665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5665.See file dsdata.txt to determine how the superseded data were derived.
 EY5665
 EY5665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7474770846(NAD 83)
 EY5665_MARKER: DE = TRAVERSE STATION DISK
 EY5665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5665_STAMPING: BINS 1978
 EY5665_MARK LOGO: NCGS  
 EY5665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY5665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5665+STABILITY: SURFACE MOTION
 EY5665
 EY5665  HISTORY     - Date     Condition        Report By
 EY5665  HISTORY     - 1978     MONUMENTED       NCGS
 EY5665  HISTORY     - 19940209 GOOD             NCGS
 EY5665
 EY5665                          STATION DESCRIPTION
 EY5665
 EY5665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5665'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF CRESWELL.
 EY5665'
 EY5665'TO REACH THE STATION FROM THE INTERSECTION OF US 64 WITH (SIXTH
 EY5665'STREET) SR 1310 IN CRESWELL, PROCEED NORTHEAST ALONG US 64 FOR
 EY5665'0.2 MILE TO STATION ON THE RIGHT AT THE NORTHEAST CORNER OF A LOT
 EY5665'CONTAINING 5 GRAIN BINS AND 0.05 MILE NORTHEAST OF SR 1158 CROSSROADS.
 EY5665'
 EY5665'STATION MARK IS A STANDARD DISK STAMPED---BINS 1978---,SET IN THE TOP
 EY5665'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EY5665'SURFACE.  THE MARK IS 37.4 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 EY5665'US 64 AND 30.7 FEET NORTH-NORTHEAST OF POWER SERVICE POLE WITH METER,
 EY5665'40.6 FEET NORTHWEST OF AN 18 INCH TWIN PINE, 49.5 FEET WEST OF AN
 EY5665'18 INCH PINE, 152.4 FEET WEST-SOUTHWEST OF POWER POLE 776 AND
 EY5665'110.6 FEET EAST-NORTHEAST OF A POWER SERVICE POLE ALL WITH REFERENCE
 EY5665'TAGS.
 EY5665
 EY5665                          STATION RECOVERY (1994)
 EY5665
 EY5665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EY5665'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND. LOCATED 36.9 FT
 EY5665'(11.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF US 64, 31.2 FT (9.5 M)
 EY5665'NORTH-NORTHEAST OF A SERVICE POLE WITH A METER, 72.4 FT (22.1 M)
 EY5665'SOUTH-SOUTHEAST OF THE EAST END OF A DRIVE CULVERT NORTH OF US 64--AND
 EY5665'50.7 FT (15.5 M) WEST-NORTHWEST OF A 30-INCH PINE, 111.0 FT (33.8 M)
 EY5665'EAST-NORTHEAST OF A POWER SERVICE POLE--BOTH WITH REFERENCE
 EY5665'TAGS.$SCUPPERNONG MAST IS VISIBLE AND THE GRID AZIMUTH
 EY5665'IS--35-56-21.24--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6072 ***********************************************************************
 DG6072  DESIGNATION -  BINS
 DG6072  PID         -  DG6072
 DG6072  STATE/COUNTY-  NC/EDGECOMBE
 DG6072  USGS QUAD   -  SPEED (1988)
 DG6072
 DG6072                         *CURRENT SURVEY CONTROL
 DG6072  ___________________________________________________________________
 DG6072* NAD 83(2007)-  35 53 26.26452(N)    077 29 41.98905(W)     ADJUSTED  
 DG6072* NAVD 88     -        15.1    (meters)      50.     (feet)  GPS OBS   
 DG6072  ___________________________________________________________________
 DG6072  EPOCH DATE  -        2002.00
 DG6072  X           -   1,120,106.084 (meters)                     COMP
 DG6072  Y           -  -5,050,385.019 (meters)                     COMP
 DG6072  Z           -   3,718,355.083 (meters)                     COMP
 DG6072  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DG6072  ELLIP HEIGHT-         -20.296 (meters)          (02/10/07) ADJUSTED
 DG6072  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DG6072
 DG6072  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6072  Type    PID    Designation                      North   East  Ellip
 DG6072  -------------------------------------------------------------------
 DG6072  NETWORK DG6072 BINS                              0.67   0.51   2.27
 DG6072  -------------------------------------------------------------------
 DG6072
 DG6072.The horizontal coordinates were established by GPS observations
 DG6072.and adjusted by the National Geodetic Survey in February 2007.
 DG6072
 DG6072.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6072.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6072.The horizontal coordinates are valid at the epoch date displayed above.
 DG6072.The epoch date for horizontal control is a decimal equivalence
 DG6072.of Year/Month/Day.
 DG6072
 DG6072.The orthometric height was determined by GPS observations and a
 DG6072.high-resolution geoid model.
 DG6072
 DG6072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6072
 DG6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6072
 DG6072.The ellipsoidal height was determined by GPS observations
 DG6072.and is referenced to NAD 83.
 DG6072
 DG6072.The geoid height was determined by GEOID03.
 DG6072
 DG6072;                    North         East     Units Scale Factor Converg.
 DG6072;SPC NC       -   238,495.746   745,470.879   MT  0.99993464   +0 52 07.1
 DG6072;SPC NC       -   782,464.79  2,445,765.71   sFT  0.99993464   +0 52 07.1
 DG6072;UTM  18      - 3,974,693.286   274,799.327   MT  1.00022496   -1 27 47.8
 DG6072
 DG6072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6072!SPC NC       -   1.00000319  x   0.99993464  =   0.99993783
 DG6072!UTM  18      -   1.00000319  x   1.00022496  =   1.00022815
 DG6072
 DG6072                          SUPERSEDED SURVEY CONTROL
 DG6072
 DG6072  NAD 83(1986)-  35 53 26.27358(N)    077 29 41.99714(W) AD(       ) 1
 DG6072  NAD 83(2001)-  35 53 26.26469(N)    077 29 41.98889(W) AD(       ) 1
 DG6072  ELLIP H (07/06/04)  -20.279  (m)                       GP(       ) 4 2
 DG6072
 DG6072.Superseded values are not recommended for survey control.
 DG6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6072.See file dsdata.txt to determine how the superseded data were derived.
 DG6072
 DG6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7479974693(NAD 83)
 DG6072_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6072_STAMPING: BINS 2000
 DG6072_MARK LOGO: NCGS  
 DG6072_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6072+STABILITY: SURFACE MOTION
 DG6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6072+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DG6072
 DG6072  HISTORY     - Date     Condition        Report By
 DG6072  HISTORY     - 2000     MONUMENTED       NCGS
 DG6072  HISTORY     - 20050219 GOOD             USPSQD
 DG6072
 DG6072                          STATION DESCRIPTION
 DG6072
 DG6072'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 DG6072'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) EAST-SOUTHEAST OF TARBORO AND
 DG6072'2.0 MI (3.2 KM) EAST OF PRINCEVILLE. PROCEED ALONG NC 111 FOR 1.6 MI
 DG6072'(2.6 KM) EAST FROM THE INTERSECTION WITH US 258, IN PRINCEVILLE, TO SR
 DG6072'1523 (SHILOH FARM ROAD), THENCE NORTHERLY ALONG SR 1523 FOR 0.4 MI
 DG6072'(0.6 KM) TO THE STATION, ACROSS DITCH NEAR A GRAVEL DRIVE TO A SMALL
 DG6072'BRICK HOUSE. MARK IS ABOUT LEVEL WITH SR 1523 AND RECESSED 1 INCH
 DG6072'BELOW GROUND. LOCATED 24.8 FT (7.6 M) NORTHWEST OF THE CENTERLINE OF
 DG6072'SR 1523, 49 FT (14.9 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVE
 DG6072'LEADING NORTHWEST TO A SMALL BRICK HOUSE, 41.5 FT (12.6 M) NORTHEAST
 DG6072'OF THE NORTHERN END OF A CONCRETE DRIVE CULVERT, 82.6 FT (25.2 M)
 DG6072'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL (41E)ACROSS SR 1523 AND 84.0
 DG6072'FT (25.6 M) NORTHEAST OF A POWER POLE WITH A GUY WIRE AND A REFERENCE
 DG6072'TAG.
 DG6072
 DG6072                          STATION RECOVERY (2005)
 DG6072
 DG6072'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 DG6072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI7137 ***********************************************************************
 AI7137  DESIGNATION -  BIOPRO
 AI7137  PID         -  AI7137
 AI7137  STATE/COUNTY-  NC/WAKE
 AI7137  USGS QUAD   -  CARY (1993)
 AI7137
 AI7137                         *CURRENT SURVEY CONTROL
 AI7137  ___________________________________________________________________
 AI7137* NAD 83(2007)-  35 50 29.87987(N)    078 51 17.00547(W)     ADJUSTED  
 AI7137* NAVD 88     -       102.193  (meters)     335.28   (feet)  ADJUSTED  
 AI7137  ___________________________________________________________________
 AI7137  EPOCH DATE  -        2002.00
 AI7137  X           -   1,000,577.536 (meters)                     COMP
 AI7137  Y           -  -5,078,739.573 (meters)                     COMP
 AI7137  Z           -   3,714,002.555 (meters)                     COMP
 AI7137  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 AI7137  ELLIP HEIGHT-          70.301 (meters)          (02/10/07) ADJUSTED
 AI7137  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AI7137  DYNAMIC HT  -         102.108 (meters)     335.00  (feet)  COMP
 AI7137
 AI7137  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7137  Type    PID    Designation                      North   East  Ellip
 AI7137  -------------------------------------------------------------------
 AI7137  NETWORK AI7137 BIOPRO                            0.33   0.31   0.84
 AI7137  -------------------------------------------------------------------
 AI7137  MODELED GRAV-     979,794.6   (mgal)                       NAVD 88
 AI7137
 AI7137  VERT ORDER  -  SECOND    CLASS II
 AI7137
 AI7137.The horizontal coordinates were established by GPS observations
 AI7137.and adjusted by the National Geodetic Survey in February 2007.
 AI7137
 AI7137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7137.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7137.The horizontal coordinates are valid at the epoch date displayed above.
 AI7137.The epoch date for horizontal control is a decimal equivalence
 AI7137.of Year/Month/Day.
 AI7137
 AI7137.The orthometric height was determined by differential leveling
 AI7137.and adjusted in December 2000.
 AI7137
 AI7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7137
 AI7137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7137
 AI7137.The ellipsoidal height was determined by GPS observations
 AI7137.and is referenced to NAD 83.
 AI7137
 AI7137.The geoid height was determined by GEOID03.
 AI7137
 AI7137.The dynamic height is computed by dividing the NAVD 88
 AI7137.geopotential number by the normal gravity value computed on the
 AI7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7137.degrees latitude (g = 980.6199 gals.).
 AI7137
 AI7137.The modeled gravity was interpolated from observed gravity values.
 AI7137
 AI7137;                    North         East     Units Scale Factor Converg.
 AI7137;SPC NC       -   232,039.375   622,725.019   MT  0.99992548   +0 05 01.9
 AI7137;SPC NC       -   761,282.52  2,043,057.00   sFT  0.99992548   +0 05 01.9
 AI7137;UTM  17      - 3,968,507.970   693,748.833   MT  1.00006258   +1 15 23.6
 AI7137
 AI7137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7137!SPC NC       -   0.99998897  x   0.99992548  =   0.99991445
 AI7137!UTM  17      -   0.99998897  x   1.00006258  =   1.00005155
 AI7137
 AI7137:                Primary Azimuth Mark                     Grid Az
 AI7137:SPC NC       -  MAXI                                     194 38 09.7
 AI7137:UTM  17      -  MAXI                                     193 27 48.0
 AI7137
 AI7137|---------------------------------------------------------------------|
 AI7137| PID    Reference Object                     Distance      Geod. Az  |
 AI7137|                                                           dddmmss.s |
 AI7137| AI7138 MAXI                                418.587 METERS 1944311.6 |
 AI7137|---------------------------------------------------------------------|
 AI7137
 AI7137                          SUPERSEDED SURVEY CONTROL
 AI7137
 AI7137  NAD 83(2001)-  35 50 29.88010(N)    078 51 17.00533(W) AD(       ) 1
 AI7137  ELLIP H (03/13/03)   70.298  (m)                       GP(       ) 4 2
 AI7137  NAD 83(1986)-  35 50 29.88368(N)    078 51 17.01522(W) AD(       ) 1
 AI7137  NAVD 88 (08/15/00)  102.19   (m)          335.3    (f) LEVELING    3  
 AI7137
 AI7137.Superseded values are not recommended for survey control.
 AI7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7137.See file dsdata.txt to determine how the superseded data were derived.
 AI7137
 AI7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9374968508(NAD 83)
 AI7137_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7137_STAMPING: BIOPRO 1996 RTP-5
 AI7137_MARK LOGO: NCGS  
 AI7137_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7137+STABILITY: SURFACE MOTION
 AI7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7137+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 AI7137
 AI7137  HISTORY     - Date     Condition        Report By
 AI7137  HISTORY     - 1996     MONUMENTED       NCGS
 AI7137  HISTORY     - 19960319 GOOD             NCGS
 AI7137  HISTORY     - 20060917 GOOD             GEOCAC
 AI7137
 AI7137                          STATION DESCRIPTION
 AI7137
 AI7137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AI7137'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) SOUTH-SOUTHEAST OF DURHAM
 AI7137'AND 2.3 MI (3.7 KM) NORTHWEST OF MORRISVILLE.
 AI7137'ALONG SR 1999 (DAVIS DRIVE) FOR 4.1 MI (6.6 KM) SOUTH FROM NC 54, IN
 AI7137'SHOULDER SOUTH OF AND ACROSS THE ROAD FROM ENTRANCE TO CORNING BOIPRO,
 AI7137'OR 0.5 MI (0.8 KM) NORTH OF SR 1635 (KOPPERS ROAD) .  (SR 1999 CHANGES
 AI7137'TO SR 1613 AT THE WAKE COUNTY LINE.) MARK IS ABOUT LEVEL WITH SR 1613
 AI7137'AND IS RECESSED 3-INCHES BELOW GROUND.  LOCATED 21.1 FT (6.4 M)
 AI7137'NORTHWEST OF THE CENTERLINE OF SR 1613, 86.1 FT (26.2 M) SOUTHWEST OF
 AI7137'THE CENTERLINE INTERSECTION OF SR 1613 AND ENTRANCE ROAD EAST, 64.6 FT
 AI7137'(19.7 M) (SLOPE) EAST OF THE NORTH END OF A ROAD CULVERT, 2.8 FT (0.9
 AI7137'M) SOUTHEAST OF A 3 WIRE GUARDRAIL--AND 8.5 FT (2.6 M) SOUTH-SOUTHWEST
 AI7137'OF A GUARDRAIL POST, 69.2 FT (21.1 M) SOUTHEAST OF AN 8-INCH OAK--BOTH
 AI7137'WITH REFERENCE TAGS.
 AI7137
 AI7137                          STATION RECOVERY (1996)
 AI7137
 AI7137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AI7137'RECOVERED AS DESCRIBED.
 AI7137
 AI7137                          STATION RECOVERY (2006)
 AI7137
 AI7137'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AI7137'RECOVERED AS DESCRIBED EXCEPT MARK IS FLUSH WITH THE GROUND (NOT
 AI7137'RECESSED). THE ENTRANCE ROAD TO THE INDUSTRIAL PLANT HAS BEEN
 AI7137'RELOCATED. ADD THAT MARK IS 0.1 MILE SOUTH OF GEORGE WATTS HILL DRIVE.
 AI7137'KOPPERS ROAD IS ALSO KNOWN AS MCKRIMMON PARKWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2879 ***********************************************************************
 FX2879  DESIGNATION -  BIRCH
 FX2879  PID         -  FX2879
 FX2879  STATE/COUNTY-  NC/BERTIE
 FX2879  USGS QUAD   -  WOODVILLE (1972)
 FX2879
 FX2879                         *CURRENT SURVEY CONTROL
 FX2879  ___________________________________________________________________
 FX2879* NAD 83(2001)-  36 01 23.45282(N)    077 12 26.09553(W)     ADJUSTED  
 FX2879* NAVD 88     -         7.104  (meters)      23.31   (feet)  ADJUSTED  
 FX2879  ___________________________________________________________________
 FX2879  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 FX2879  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 FX2879  DYNAMIC HT  -           7.098 (meters)      23.29  (feet)  COMP
 FX2879  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 FX2879
 FX2879  HORZ ORDER  -  SECOND
 FX2879  VERT ORDER  -  SECOND    CLASS II
 FX2879
 FX2879.The horizontal coordinates were established by classical geodetic methods
 FX2879.and adjusted by the National Geodetic Survey in August 2005.
 FX2879
 FX2879.The orthometric height was determined by differential leveling
 FX2879.and adjusted in June 1991.
 FX2879
 FX2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2879
 FX2879.The geoid height was determined by GEOID03.
 FX2879
 FX2879.The dynamic height is computed by dividing the NAVD 88
 FX2879.geopotential number by the normal gravity value computed on the
 FX2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2879.degrees latitude (g = 980.6199 gals.).
 FX2879
 FX2879.The modeled gravity was interpolated from observed gravity values.
 FX2879
 FX2879;                    North         East     Units Scale Factor Converg.
 FX2879;SPC NC       -   253,631.838   771,180.220   MT  0.99996311   +1 02 05.0
 FX2879;SPC NC       -   832,123.79  2,530,113.77   sFT  0.99996311   +1 02 05.0
 FX2879;UTM  18      - 3,988,773.326   301,108.856   MT  1.00008744   -1 17 54.7
 FX2879
 FX2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2879!SPC NC       -   1.00000443  x   0.99996311  =   0.99996754
 FX2879!UTM  18      -   1.00000443  x   1.00008744  =   1.00009187
 FX2879
 FX2879                          SUPERSEDED SURVEY CONTROL
 FX2879
 FX2879  NAD 83(1993)-  36 01 23.46185(N)    077 12 26.10712(W) AD(       ) 2
 FX2879  NAD 83(1986)-  36 01 23.46293(N)    077 12 26.10822(W) AD(       ) 2
 FX2879  NGVD 29 (01/18/91)    7.44   (m)           24.4    (f) LEVELING    3  
 FX2879
 FX2879.Superseded values are not recommended for survey control.
 FX2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2879.See file dsdata.txt to determine how the superseded data were derived.
 FX2879
 FX2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0110988773(NAD 83)
 FX2879_MARKER: DE = TRAVERSE STATION DISK
 FX2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2879_SP_SET: CONCRETE POST
 FX2879_STAMPING: BIRCH 1980
 FX2879_MARK LOGO: NCGS  
 FX2879_PROJECTION: RECESSED 10 CENTIMETERS
 FX2879_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2879+STABILITY: SURFACE MOTION
 FX2879
 FX2879  HISTORY     - Date     Condition        Report By
 FX2879  HISTORY     - 1980     MONUMENTED       NCGS
 FX2879  HISTORY     - 1980     GOOD             NCGS
 FX2879  HISTORY     - 1985     GOOD             USPSQD
 FX2879  HISTORY     - 19940829 GOOD             USPSQD
 FX2879
 FX2879                          STATION DESCRIPTION
 FX2879
 FX2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2879'THE STATION IS LOCATED APPROXIMATELY 5.5 MILES NORTH OF HAMILTON AND
 FX2879'7.0 MILES SOUTH-SOUTHWEST OF LEWISTON.
 FX2879'
 FX2879'TO REACH THE STATION FROM THE INTERSECTION OF NC 11-42 WITH NC 308 IN
 FX2879'LEWISTON, PROCEED SOUTHWEST ALONG NC 11-42 FOR 7.20 MILES TO A STATION
 FX2879'IN THE LEFT SHOULDER, APPROXIMATELY 0.05 MILE SOUTH OF A GROVE OF
 FX2879'MOSTLY PINES SURROUNDED BY AN OPEN FIELD AND 0.4 MILE NORTH OF SR 1126
 FX2879'CROSSROADS.
 FX2879'
 FX2879'STATION MARK IS A STANDARD DISK STAMPED---BIRCH 1980---, SET IN THE
 FX2879'TOP OF A 10 INCH CONCRETE MONUMENT WHICH IS 4 INCHES BELOW THE GROUND
 FX2879'SURFACE.  THE MARK IS 28.3 FEET EAST OF THE CENTERLINE OF NC 11-42,
 FX2879'91.6 FEET EAST OF A 20 INCH TWIN OAK WITH REFERENCE TAG, 97.0 FEET
 FX2879'SOUTHEAST OF AN 8 INCH BIRCH WITH REFERENCE TAG, 101.9 FEET NORTHEAST
 FX2879'OF A 6 INCH GUM AND 3.6 FEET WEST OF A WITNESS POST.
 FX2879
 FX2879                          STATION RECOVERY (1980)
 FX2879
 FX2879'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2879'5.5 MI NORTH FROM HAMILTON.
 FX2879'5.5 MILES NORTH OF HAMILTON AND 7.20 MILES SOUTHWEST ALONG NC 11/NC 42
 FX2879'FROM INTERSECTION OF NC 308 IN LEWISTON, IN LEFT SHOULDER
 FX2879'APPROXIMATELY 0.05 MILE SOUTH OF A GROVE OF MOSTLY PINES SURROUNDED
 FX2879'BY AN OPEN FIELD AND 0.4 MILE NORTH OF SR 1126 CROSSROADS, 28.3 FEET
 FX2879'EAST OF CENTERLINE OF NC 11/NC 42, 91.6 FEET EAST OF 20 INCH TWIN
 FX2879'OAK WITH REFERENCE TAG, 97.0 FEET SOUTHEAST OF AN 8 INCH BIRCH WITH
 FX2879'REFERENCE TAG, 101.9 FEET NORTHEAST OF A 6 INCH GUM AND 3.6 FEET WEST
 FX2879'OF A WITNESS POST.
 FX2879
 FX2879                          STATION RECOVERY (1985)
 FX2879
 FX2879'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2879'RECOVERED IN GOOD CONDITION.
 FX2879
 FX2879                          STATION RECOVERY (1994)
 FX2879
 FX2879'RECOVERY NOTE BY US POWER SQUADRON 1994
 FX2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3206 ***********************************************************************
 FB3206  DESIGNATION -  BIRCH
 FB3206  PID         -  FB3206
 FB3206  STATE/COUNTY-  NC/BUNCOMBE
 FB3206  USGS QUAD   -  ASHEVILLE (1991)
 FB3206
 FB3206                         *CURRENT SURVEY CONTROL
 FB3206  ___________________________________________________________________
 FB3206* NAD 83(2001)-  35 34 07.05279(N)    082 33 08.15577(W)     ADJUSTED  
 FB3206* NAVD 88     -       645.7    (meters)    2118.     (feet)  VERTCON   
 FB3206  ___________________________________________________________________
 FB3206  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FB3206  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB3206  HORZ ORDER  -  SECOND
 FB3206
 FB3206.The horizontal coordinates were established by classical geodetic methods
 FB3206.and adjusted by the National Geodetic Survey in August 2005.
 FB3206
 FB3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3206
 FB3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3206
 FB3206.The geoid height was determined by GEOID03.
 FB3206
 FB3206;                    North         East     Units Scale Factor Converg.
 FB3206;SPC NC       -   207,501.806   287,685.523   MT  0.99988783   -2 03 00.9
 FB3206;SPC NC       -   680,778.84    943,848.25   sFT  0.99988783   -2 03 00.9
 FB3206;UTM  17      - 3,937,212.993   359,334.459   MT  0.99984383   -0 54 11.0
 FB3206
 FB3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3206!SPC NC       -   0.99990334  x   0.99988783  =   0.99979118
 FB3206!UTM  17      -   0.99990334  x   0.99984383  =   0.99974718
 FB3206
 FB3206:                Primary Azimuth Mark                     Grid Az
 FB3206:SPC NC       -  BILTMORE                                 196 05 04.7
 FB3206:UTM  17      -  BILTMORE                                 194 56 14.8
 FB3206
 FB3206|---------------------------------------------------------------------|
 FB3206| PID    Reference Object                     Distance      Geod. Az  |
 FB3206|                                                           dddmmss.s |
 FB3206| FB3208 BILTMORE                            APPROX. 1.2 KM 1940203.8 |
 FB3206| FB3207 CROOM                               318.857 METERS 30548     |
 FB3206|---------------------------------------------------------------------|
 FB3206
 FB3206                          SUPERSEDED SURVEY CONTROL
 FB3206
 FB3206  NAD 83(1995)-  35 34 07.05372(N)    082 33 08.15612(W) AD(       ) 2
 FB3206  NAD 83(1986)-  35 34 07.05862(N)    082 33 08.15407(W) AD(       ) 2
 FB3206  NAD 27      -  35 34 06.65633(N)    082 33 08.69432(W) AD(       ) 2
 FB3206  NGVD 29 (07/19/86)  645.8    (m)         2119.     (f) VERT ANG    3  
 FB3206
 FB3206.Superseded values are not recommended for survey control.
 FB3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3206.See file dsdata.txt to determine how the superseded data were derived.
 FB3206
 FB3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5933437213(NAD 83)
 FB3206_MARKER: DE = TRAVERSE STATION DISK
 FB3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3206_STAMPING: BIRCH 1975
 FB3206_MARK LOGO: NCGS  
 FB3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3206+STABILITY: SURFACE MOTION
 FB3206
 FB3206  HISTORY     - Date     Condition        Report By
 FB3206  HISTORY     - 1975     MONUMENTED       NCGS
 FB3206  HISTORY     - 19950819 GOOD             USPSQD
 FB3206
 FB3206                          STATION DESCRIPTION
 FB3206
 FB3206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3206'BIRCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3206'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3206'
 FB3206'BIRCH IS LOCATED IN SOUTHERN ASHEVILLE.  STATION IS LOCATED ON
 FB3206'THE CAMPUS OF ASHEVILLE - BUNCOMBE TECHNICAL INSTITUTE, 0.15 MILE
 FB3206'EAST OF VICTORIA ROAD, APPROXIMATELY 110 FEET NW OF ENTRANCE TO
 FB3206'BIRCH BUILDING (SOUTHEASTERNMOST BUILDING ON CAMPUS),
 FB3206'APPROXIMATELY 50 FEET SW OF SOUTHERNMOST CORNER OF WELDING SHOP,
 FB3206'AND BETWEEN SIDEWALK AND UPPER PARKING AREA.
 FB3206'
 FB3206'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3206'BIRCH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3206'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FB3206'
 FB3206'MARK IS 13.3 FT NE OF EAST EDGE OF SIDEWALK
 FB3206'
 FB3206'26.8 FT E OF OUTER CORNER OF ANGLE IN SIDEWALK
 FB3206'
 FB3206'58.0 FT SW OF SOUTHERNMOST CORNER OF BRICK WELDING SHOP
 FB3206'
 FB3206'23.0 FT W OF FIRE HYDRANT
 FB3206'
 FB3206'47.5 FT WNW OF LAMP POLE WITH ALUMINUM REF. TAG
 FB3206'
 FB3206'55.5 FT NNW OF INTERSECTION OF SIDEWALK FROM BIRCH BUILDING, AND
 FB3206'SIDEWALK TO WELDING SHOP
 FB3206
 FB3206                          STATION RECOVERY (1995)
 FB3206
 FB3206'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2052 ***********************************************************************
 EA2052  DESIGNATION -  BIRD
 EA2052  PID         -  EA2052
 EA2052  STATE/COUNTY-  NC/CRAVEN
 EA2052  USGS QUAD   -  MASONTOWN (1994)
 EA2052
 EA2052                         *CURRENT SURVEY CONTROL
 EA2052  ___________________________________________________________________
 EA2052* NAD 83(2001)-  34 51 23.23815(N)    076 53 44.83236(W)     ADJUSTED  
 EA2052* NAVD 88     -         8.5    (meters)      28.     (feet)  VERTCON   
 EA2052  ___________________________________________________________________
 EA2052  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EA2052  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA2052  HORZ ORDER  -  SECOND
 EA2052
 EA2052.The horizontal coordinates were established by classical geodetic methods
 EA2052.and adjusted by the National Geodetic Survey in August 2005.
 EA2052
 EA2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2052
 EA2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2052
 EA2052.The geoid height was determined by GEOID03.
 EA2052
 EA2052;                    North         East     Units Scale Factor Converg.
 EA2052;SPC NC       -   124,778.746   801,991.474   MT  0.99989624   +1 12 52.2
 EA2052;SPC NC       -   409,378.27  2,631,200.36   sFT  0.99989624   +1 12 52.2
 EA2052;UTM  18      - 3,858,763.660   326,693.700   MT  0.99997019   -1 05 01.5
 EA2052
 EA2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2052!SPC NC       -   1.00000455  x   0.99989624  =   0.99990079
 EA2052!UTM  18      -   1.00000455  x   0.99997019  =   0.99997474
 EA2052
 EA2052:                Primary Azimuth Mark                     Grid Az
 EA2052:SPC NC       -  MOOSE                                    343 51 33.2
 EA2052:UTM  18      -  MOOSE                                    346 09 26.9
 EA2052
 EA2052|---------------------------------------------------------------------|
 EA2052| PID    Reference Object                     Distance      Geod. Az  |
 EA2052|                                                           dddmmss.s |
 EA2052| EA2060 MOOSE                               APPROX. 0.8 KM 3450425.4 |
 EA2052|---------------------------------------------------------------------|
 EA2052
 EA2052                          SUPERSEDED SURVEY CONTROL
 EA2052
 EA2052  NAD 83(1986)-  34 51 23.24929(N)    076 53 44.84319(W) AD(       ) 2
 EA2052  NAD 27      -  34 51 22.67280(N)    076 53 46.04798(W) AD(       ) 2
 EA2052  NGVD 29 (07/19/86)    8.8    (m)           29.     (f) VERT ANG    3  
 EA2052
 EA2052.Superseded values are not recommended for survey control.
 EA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2052.See file dsdata.txt to determine how the superseded data were derived.
 EA2052
 EA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2669458764(NAD 83)
 EA2052_MARKER: DE = TRAVERSE STATION DISK
 EA2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2052_STAMPING: BIRD 1968
 EA2052_MARK LOGO: NCGS  
 EA2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2052+STABILITY: SURFACE MOTION
 EA2052
 EA2052  HISTORY     - Date     Condition        Report By
 EA2052  HISTORY     - 1968     MONUMENTED       NCGS
 EA2052
 EA2052                          STATION DESCRIPTION
 EA2052
 EA2052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2052'BIRD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2052'THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA2052'
 EA2052'BIRD IS LOCATED APPROXIMATELY 1.4 MILES SSE OF THE CENTER OF
 EA2052'HAVELOCK.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 EA2052'101 WITH U.S. 70 IN HAVELOCK, GO SOUTHEAST ON U.S. 70 FOR 2.0
 EA2052'MILES TO STATION.  WHICH IS ON THE SOUTHWEST SHOULDER OF U.S. 70
 EA2052'S BOUND LANE, 0.1 MILE NORTHWEST OF A ROADWAY PULLOUT WITH
 EA2052'TRASH CONTAINER AND ABOUT 0.05 MILE SOUTH OF HAVELOCK CITY LIMIT
 EA2052'SIGN.
 EA2052'
 EA2052'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2052'BIRD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2052'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2052'
 EA2052'MARK IS
 EA2052'
 EA2052'22.1 FT WSW OF C/L OF U.S. 70 S. BOUND LANE.
 EA2052'
 EA2052'55.8 FT N OF 4 INCH PINE WITH ALUMINUM REF. TAG ON SW SIDE OF
 EA2052'U.S. 70 S BOUND LANE.
 EA2052'
 EA2052'37.1 FT NE OF 4 INCH PINE WITH ALUMINUM REF. TAG ON SW SIDE
 EA2052'OF U.S. 70 S BOUND LANE.
 EA2052'
 EA2052'234.0 FT NW OF 4X4 POST WITH ALUMINUM REF. TAG AND WITH SPEED
 EA2052'LIMIT SIGN ON SW SHOULDER OF U.S. 70 S BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4119 ***********************************************************************
 EZ4119  DESIGNATION -  BIRD
 EZ4119  PID         -  EZ4119
 EZ4119  STATE/COUNTY-  NC/WILSON
 EZ4119  USGS QUAD   -  LUCAMA (1978)
 EZ4119
 EZ4119                         *CURRENT SURVEY CONTROL
 EZ4119  ___________________________________________________________________
 EZ4119* NAD 83(2001)-  35 38 54.75505(N)    078 00 19.70569(W)     ADJUSTED  
 EZ4119* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 EZ4119  ___________________________________________________________________
 EZ4119  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 EZ4119  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 EZ4119  HORZ ORDER  -  SECOND
 EZ4119
 EZ4119.The horizontal coordinates were established by classical geodetic methods
 EZ4119.and adjusted by the National Geodetic Survey in August 2005.
 EZ4119
 EZ4119.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4119
 EZ4119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4119
 EZ4119.The geoid height was determined by GEOID03.
 EZ4119
 EZ4119;                    North         East     Units Scale Factor Converg.
 EZ4119;SPC NC       -   211,058.621   699,656.723   MT  0.99989650   +0 34 26.4
 EZ4119;SPC NC       -   692,448.16  2,295,457.10   sFT  0.99989650   +0 34 26.4
 EZ4119;UTM  17      - 3,949,099.309   771,121.861   MT  1.00050592   +1 44 46.7
 EZ4119;UTM  18      - 3,949,129.593   227,886.659   MT  1.00051256   -1 45 09.7
 EZ4119
 EZ4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4119!SPC NC       -   0.99999903  x   0.99989650  =   0.99989553
 EZ4119!UTM  17      -   0.99999903  x   1.00050592  =   1.00050495
 EZ4119!UTM  18      -   0.99999903  x   1.00051256  =   1.00051159
 EZ4119
 EZ4119:                Primary Azimuth Mark                     Grid Az
 EZ4119:SPC NC       -  BASS                                     239 36 51.9
 EZ4119:UTM  17      -  BASS                                     238 26 31.6
 EZ4119:UTM  18      -  BASS                                     241 56 28.0
 EZ4119
 EZ4119|---------------------------------------------------------------------|
 EZ4119| PID    Reference Object                     Distance      Geod. Az  |
 EZ4119|                                                           dddmmss.s |
 EZ4119| EZ4118 BASS                                APPROX. 0.5 KM 2401118.3 |
 EZ4119|---------------------------------------------------------------------|
 EZ4119
 EZ4119                          SUPERSEDED SURVEY CONTROL
 EZ4119
 EZ4119  NAD 83(1986)-  35 38 54.76332(N)    078 00 19.71589(W) AD(       ) 2
 EZ4119  NAD 27      -  35 38 54.19240(N)    078 00 20.76045(W) AD(       ) 2
 EZ4119  NGVD 29 (07/19/86)   41.3    (m)          135.     (f) VERT ANG    3  
 EZ4119
 EZ4119.Superseded values are not recommended for survey control.
 EZ4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4119.See file dsdata.txt to determine how the superseded data were derived.
 EZ4119
 EZ4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7112249099(NAD 83)
 EZ4119_MARKER: DE = TRAVERSE STATION DISK
 EZ4119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4119_STAMPING: BIRD 1967
 EZ4119_MARK LOGO: NCGS  
 EZ4119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4119+STABILITY: SURFACE MOTION
 EZ4119
 EZ4119  HISTORY     - Date     Condition        Report By
 EZ4119  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4119
 EZ4119                          STATION DESCRIPTION
 EZ4119
 EZ4119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4119'BIRD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4119'THE VICINITY OF WILSON, NORTH CAROLINA.
 EZ4119'
 EZ4119'BIRD IS LOCATED APPROXIMATELY 0.4 MILE NORTHEAST OF THE CENTER
 EZ4119'OF LUCAMA.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4119'SR 1651 WITH U.S. 301 IN LUCAMA, GO NORTHEAST ON U.S. 301 FOR
 EZ4119'0.35 MILE TO CITY LIMITS OF LUCAMA, AND STATION.  WHICH IS ON THE
 EZ4119'NORTHWEST SHOULDER OF SOUTH BOUND LANE OF U.S. 301.
 EZ4119'
 EZ4119'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4119'BIRD 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4119'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4119'
 EZ4119'MARK IS
 EZ4119'
 EZ4119'11.7 FT NNW OF NW CURB OF U.S. 301, S BOUND LANE
 EZ4119'
 EZ4119'8.6 FT NNW OF PP 12, WITH ALUMINUM REF. TAG ON NW SIDE OF
 EZ4119'S. BOUND LANE
 EZ4119'
 EZ4119'5.6 FT S OF SOUTHERNMOST POST OF LUCAMA 4-H CLUB SIGN, WITH
 EZ4119'ALUMINUM REF. TAG
 EZ4119'
 EZ4119'17.2 FT SW OF 4X4 POST WITH LUCAMA CITY LIMIT SIGN, WITH
 EZ4119'ALUMINUM REF. TAG
 EZ4119'
 EZ4119'16.1 FT NW OF CENTER OF METAL STORM DRAIN COVER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2640 ***********************************************************************
 DD2640  DESIGNATION -  BIRD
 DD2640  PID         -  DD2640
 DD2640  STATE/COUNTY-  NC/BRUNSWICK
 DD2640  USGS QUAD   -  LITTLE RIVER (1990)
 DD2640
 DD2640                         *CURRENT SURVEY CONTROL
 DD2640  ___________________________________________________________________
 DD2640* NAD 83(2001)-  33 51 28.45946(N)    078 32 30.02178(W)     ADJUSTED  
 DD2640* NAVD 88     -         0.8    (meters)       3.     (feet)  VERTCON   
 DD2640  ___________________________________________________________________
 DD2640  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DD2640  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 DD2640  HORZ ORDER  -  SECOND
 DD2640
 DD2640.The horizontal coordinates were established by classical geodetic methods
 DD2640.and adjusted by the National Geodetic Survey in August 2005.
 DD2640
 DD2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2640
 DD2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2640
 DD2640.The geoid height was determined by GEOID03.
 DD2640
 DD2640;                    North         East     Units Scale Factor Converg.
 DD2640;SPC NC       -    12,068.928   652,020.930   MT  1.00016551   +0 15 52.3
 DD2640;SPC NC       -    39,596.14  2,139,172.00   sFT  1.00016551   +0 15 52.3
 DD2640;SPC SC       -   227,221.792   837,022.338   MT  0.99979905   +1 21 46.4
 DD2640;SPC SC       -   745,478.32  2,746,136.28   iFT  0.99979905   +1 21 46.4
 DD2640;UTM  17      - 3,749,120.225   727,425.176   MT  1.00023766   +1 22 12.8
 DD2640
 DD2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2640!SPC NC       -   1.00000543  x   1.00016551  =   1.00017094
 DD2640!SPC SC       -   1.00000543  x   0.99979905  =   0.99980447
 DD2640!UTM  17      -   1.00000543  x   1.00023766  =   1.00024309
 DD2640
 DD2640|---------------------------------------------------------------------|
 DD2640| PID    Reference Object                     Distance      Geod. Az  |
 DD2640|                                                           dddmmss.s |
 DD2640| DD3812 BIRD RM 2                            25.304 METERS 00543     |
 DD2640| DD3811 BIRD RM 1                            30.206 METERS 06418     |
 DD2640| DD2641 GOAT                                APPROX. 2.3 KM 2723153.5 |
 DD2640|---------------------------------------------------------------------|
 DD2640
 DD2640                          SUPERSEDED SURVEY CONTROL
 DD2640
 DD2640  NAD 83(1986)-  33 51 28.46918(N)    078 32 30.02916(W) AD(       ) 2
 DD2640  NAD 27      -  33 51 27.84750(N)    078 32 30.99430(W) AD(       ) 2
 DD2640  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG    3  
 DD2640
 DD2640.Superseded values are not recommended for survey control.
 DD2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2640.See file dsdata.txt to determine how the superseded data were derived.
 DD2640
 DD2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2742549120(NAD 83)
 DD2640_MARKER: DS = TRIANGULATION STATION DISK
 DD2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2640
 DD2640  HISTORY     - Date     Condition        Report By
 DD2640  HISTORY     - 1962     MONUMENTED       CGS
 DD2640  HISTORY     - 1967     POOR             USE
 DD2640  HISTORY     - 20081127 MARK NOT FOUND   GEOCAC
 DD2640
 DD2640                          STATION DESCRIPTION
 DD2640
 DD2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 DD2640'THE STATION IS LOCATED ON BIRD ISLAND, WHICH LIES ON THE NORTHEAST
 DD2640'SIDE OF LITTLE RIVER INLET AND SOUTH OF THE MOUTH OF BONAPARTE
 DD2640'CREEK, 0.4 MILE NORTHEAST OF THE NORTH CAROLINA LINE, 2-1/4 MILES
 DD2640'SOUTHEAST OF CALABASH AND 3-1/2 MILES EAST-SOUTHEAST OF LITTLE
 DD2640'RIVER, SOUTH CAROLINA.
 DD2640'
 DD2640'THE STATION IS BEST REACHED BY BOAT FROM THE LITTLE RIVER DOCK BY
 DD2640'GOING SOUTH AND SOUTHEAST ON THE INTRACOASTAL WATER WAY FOR ABOUT
 DD2640'4-1/2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 DD2640'
 DD2640'THE STATION MARK, A STANDARD DISK STAMPED BIRD 1962, IS SET IN THE
 DD2640'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 DD2640'THE GROUND.  IT IS LOCATED ON THE BEACH ABOVE HIGH TIDE LEVEL, 71.0
 DD2640'FEET EAST OF THE SHORE LINE AND 4.1 FEET WEST OF A STAMPED METAL
 DD2640'WITNESS POST.
 DD2640'
 DD2640'REFERENCE MARK 1, A STANDARD DISK STAMPED BIRD NO 1 1962, SET ON
 DD2640'TOP OF A 5/8 INCH COPPER ROD PROJECTING 3 INCHES ABOVE SURFACE OF
 DD2640'THE GROUND.  IT IS 96.1 FEET NORTH OF STANDARD METAL WITNESS POST
 DD2640'AND IS UNDER WATER AT HIGH TIDE.
 DD2640'
 DD2640'REFERENCE MARK 2, A STANDARD DISK STAMPED BIRD NO 2 1962, IS SET
 DD2640'ON TOP OF A 5/8 INCH COPPER ROD PROJECTING 3 INCHES ABOVE THE
 DD2640'SURFACE OF THE GROUND.  IT IS 45 FEET NORTH OF A STANDARD METAL
 DD2640'WITNESS POST, 71.0 FEET EAST OF HIGH WATER LINE AND IS IN LOW
 DD2640'MARSH AREA.
 DD2640'
 DD2640'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
 DD2640
 DD2640                          STATION RECOVERY (1967)
 DD2640
 DD2640'RECOVERY NOTE BY US ENGINEERS 1967
 DD2640'STATION WAS FOUND LYING ON SIDE AT LOW WATER MARK.  R.M. 1 FOUND IN
 DD2640'GOOD CONDITION, BUT BURIED IN ABOUT 3 FEET OF SAND.  R.M. 2 IS
 DD2640'PROTRUDING 2 FEET ABOVE SAND APPROXIMATELY HALF WAY BETWEEN HIGH
 DD2640'AND LOW WATER MARK.
 DD2640
 DD2640                          STATION RECOVERY (2008)
 DD2640
 DD2640'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 DD2640'AREA OF STATION IS NOW COVERED BY WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1443 ***********************************************************************
 FW1443  DESIGNATION -  BIRD
 FW1443  PID         -  FW1443
 FW1443  STATE/COUNTY-  NC/CURRITUCK
 FW1443  USGS QUAD   -  CAMDEN POINT (1982)
 FW1443
 FW1443                         *CURRENT SURVEY CONTROL
 FW1443  ___________________________________________________________________
 FW1443* NAD 83(2001)-  36 13 26.45767(N)    075 54 54.29846(W)     ADJUSTED  
 FW1443* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1443  ___________________________________________________________________
 FW1443  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FW1443  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 FW1443  HORZ ORDER  -  THIRD
 FW1443
 FW1443.The horizontal coordinates were established by classical geodetic methods
 FW1443.and adjusted by the National Geodetic Survey in August 2005.
 FW1443
 FW1443.The orthometric height was scaled from a topographic map.
 FW1443
 FW1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1443
 FW1443.The geoid height was determined by GEOID03.
 FW1443
 FW1443;                    North         East     Units Scale Factor Converg.
 FW1443;SPC NC       -   278,766.742   886,919.882   MT  1.00001651   +1 46 49.9
 FW1443;SPC NC       -   914,587.22  2,909,836.31   sFT  1.00001651   +1 46 49.9
 FW1443;UTM  18      - 4,009,183.690   417,758.572   MT  0.99968333   -0 32 26.9
 FW1443
 FW1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1443!SPC NC       -   1.00000595  x   1.00001651  =   1.00002246
 FW1443!UTM  18      -   1.00000595  x   0.99968333  =   0.99968928
 FW1443
 FW1443|---------------------------------------------------------------------|
 FW1443| PID    Reference Object                     Distance      Geod. Az  |
 FW1443|                                                           dddmmss.s |
 FW1443| FW1784 BIRD RM 1                            14.020 METERS 06512     |
 FW1443| FW1785 BIRD RM 2                            18.660 METERS 12828     |
 FW1443| FW1439 BEACON 73                           APPROX. 1.9 KM 2052112.7 |
 FW1443| FW1449 FLAT                                APPROX. 2.8 KM 2725501.5 |
 FW1443| FW1438 BEACON 71                           APPROX. 1.7 KM 2945540.8 |
 FW1443| FW1437 BEACON 69                           APPROX. 3.0 KM 3072357.1 |
 FW1443|---------------------------------------------------------------------|
 FW1443
 FW1443                          SUPERSEDED SURVEY CONTROL
 FW1443
 FW1443  NAD 83(1993)-  36 13 26.47100(N)    075 54 54.31152(W) AD(       ) 3
 FW1443  NAD 83(1986)-  36 13 26.47453(N)    075 54 54.31929(W) AD(       ) 3
 FW1443  NAD 27      -  36 13 25.89100(N)    075 54 55.61000(W) AD(       ) 3
 FW1443
 FW1443.Superseded values are not recommended for survey control.
 FW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1443.See file dsdata.txt to determine how the superseded data were derived.
 FW1443
 FW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1775909184(NAD 83)
 FW1443_MARKER: DS = TRIANGULATION STATION DISK
 FW1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1443
 FW1443  HISTORY     - Date     Condition        Report By
 FW1443  HISTORY     - 1935     MONUMENTED       CGS
 FW1443  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW1443
 FW1443                          STATION DESCRIPTION
 FW1443
 FW1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 FW1443'ON THE E SHORE OF NORTH RIVER ABOUT 7 MILES S OF COINJOCK.  THE
 FW1443'STATION IS ESE OF BEACON 71, JUST S OF A SMALL SLUE AND 3/4
 FW1443'MILE S OF BARNETTS CREEK.  IT IS OPPOSITE STATION FLAT WHICH IS
 FW1443'ACROSS THE RIVER.
 FW1443'
 FW1443'THE STATION IS ON A SMALL ISLAND OF MARSH SEPARATED FROM THE
 FW1443'MAIN SHORE BY A SMALL CREEK.  SKETCH GIVES MEASUREMENTS TO
 FW1443'SHORE LINE.
 FW1443'
 FW1443'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1443'DISKS SET IN CONCRETE.
 FW1443
 FW1443                          STATION RECOVERY (1963)
 FW1443
 FW1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1443'STATION NOT RECOVERED.  REFERENCE MARK NO. 2 IS SETTING OF THE
 FW1443'BOTTOM END OF THE CONCRETE POST ABOUT 4 FEET OFF
 FW1443'SHORE.  REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE NORTH END
 FW1443'OF THE SMALL ISLAND, 8 FEET EAST OF THE WEST EDGE OF THE ISLAND
 FW1443'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  ABOUT 3/4 OF THE
 FW1443'ISLAND HAS ERODED AWAY AND ALL THAT IS LEFT IS THE NORTHEAST
 FW1443'PART.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9088 ***********************************************************************
 AF9088  DESIGNATION -  BIRD
 AF9088  PID         -  AF9088
 AF9088  STATE/COUNTY-  NC/HYDE
 AF9088  USGS QUAD   -  PONZER (1983)
 AF9088
 AF9088                         *CURRENT SURVEY CONTROL
 AF9088  ___________________________________________________________________
 AF9088* NAD 83(2001)-  35 34 31.56691(N)    076 27 55.21243(W)     ADJUSTED  
 AF9088* NAVD 88     -         1.8    (meters)       6.     (feet)  VERT ANG  
 AF9088  ___________________________________________________________________
 AF9088  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 AF9088  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 AF9088  HORZ ORDER  -  SECOND
 AF9088
 AF9088.The horizontal coordinates were established by classical geodetic methods
 AF9088.and adjusted by the National Geodetic Survey in August 2005.
 AF9088
 AF9088.The orthometric height was determined by vertical angle observations.
 AF9088
 AF9088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9088
 AF9088.The geoid height was determined by GEOID03.
 AF9088
 AF9088;                    North         East     Units Scale Factor Converg.
 AF9088;SPC NC       -   205,429.596   839,303.886   MT  0.99988850   +1 27 46.6
 AF9088;SPC NC       -   673,980.27  2,753,616.17   sFT  0.99988850   +1 27 46.6
 AF9088;UTM  18      - 3,937,847.590   367,223.712   MT  0.99981725   -0 51 09.4
 AF9088
 AF9088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9088!SPC NC       -   1.00000560  x   0.99988850  =   0.99989410
 AF9088!UTM  18      -   1.00000560  x   0.99981725  =   0.99982284
 AF9088
 AF9088                          SUPERSEDED SURVEY CONTROL
 AF9088
 AF9088  NAD 83(1986)-  35 34 31.57855(N)    076 27 55.22120(W) AD(       ) 2
 AF9088
 AF9088.Superseded values are not recommended for survey control.
 AF9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9088.See file dsdata.txt to determine how the superseded data were derived.
 AF9088
 AF9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6722437848(NAD 83)
 AF9088_MARKER: DE = TRAVERSE STATION DISK
 AF9088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9088_STAMPING: BIRD 1982
 AF9088_MARK LOGO: NCGS  
 AF9088_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9088+STABILITY: SURFACE MOTION
 AF9088
 AF9088  HISTORY     - Date     Condition        Report By
 AF9088  HISTORY     - 1982     MONUMENTED       NCGS
 AF9088
 AF9088                          STATION DESCRIPTION
 AF9088
 AF9088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9088'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTH-NORTHWEST OF SCRANTON
 AF9088'AND 14.6 KM (9.05 MI) EAST-NORTHEAST OF BELHAVEN. ALONG US 264 FOR 3.8
 AF9088'KM (2.35 MI) WEST FROM THE CENTER OF THE INTERCOASTAL WATERWAY BRIDGE,
 AF9088'OR 3.8 KM (2.35 MI) EAST FROM THE COUNTY LINE (AT LEECHVILLE), NEAR SR
 AF9088'1345. MARK IS RECESSED 4 INCHES BELOW GROUND.  LOCATED 7.7 M (25.3 FT)
 AF9088'NORTHEAST OF THE CENTERLINE OF US 264, 8.2 M (26.9 FT) SOUTHWEST OF A
 AF9088'PROPERTY IRON, 3.1 M (10.2 FT) SOUTH OF THE EAST END OF A METAL
 AF9088'CULVERT, 21.8 M (71.5 FT) SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 AF9088'WORKSHOP, AND 29.4 M (96.5 FT) SOUTHEAST OF A POWER POLE WITH A
 AF9088'TRANSFORMER AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9764 ***********************************************************************
 AG9764  DESIGNATION -  BIRD
 AG9764  PID         -  AG9764
 AG9764  STATE/COUNTY-  NC/MOORE
 AG9764  USGS QUAD   -  HOFFMAN (1982)
 AG9764
 AG9764                         *CURRENT SURVEY CONTROL
 AG9764  ___________________________________________________________________
 AG9764* NAD 83(2007)-  35 05 11.31373(N)    079 33 54.04268(W)     ADJUSTED  
 AG9764* NAVD 88     -       119.55   (meters)     392.2    (feet)  LEVELING  
 AG9764  ___________________________________________________________________
 AG9764  EPOCH DATE  -        2002.00
 AG9764  X           -     946,348.846 (meters)                     COMP
 AG9764  Y           -  -5,138,574.311 (meters)                     COMP
 AG9764  Z           -   3,645,772.087 (meters)                     COMP
 AG9764  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 AG9764  ELLIP HEIGHT-          87.989 (meters)          (02/10/07) ADJUSTED
 AG9764  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 AG9764
 AG9764  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9764  Type    PID    Designation                      North   East  Ellip
 AG9764  -------------------------------------------------------------------
 AG9764  NETWORK AG9764 BIRD                              0.71   0.59   1.90
 AG9764  -------------------------------------------------------------------
 AG9764  VERT ORDER  -  THIRD
 AG9764
 AG9764.The horizontal coordinates were established by GPS observations
 AG9764.and adjusted by the National Geodetic Survey in February 2007.
 AG9764
 AG9764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9764.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9764.The horizontal coordinates are valid at the epoch date displayed above.
 AG9764.The epoch date for horizontal control is a decimal equivalence
 AG9764.of Year/Month/Day.
 AG9764
 AG9764.The orthometric height was determined by differential leveling.
 AG9764.The vertical network tie was performed by a horz. field party for horz.
 AG9764.obs reductions. Reset procedures were used to establish the elevation.
 AG9764
 AG9764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9764
 AG9764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9764
 AG9764.The ellipsoidal height was determined by GPS observations
 AG9764.and is referenced to NAD 83.
 AG9764
 AG9764.The geoid height was determined by GEOID03.
 AG9764
 AG9764;                    North         East     Units Scale Factor Converg.
 AG9764;SPC NC       -   148,401.860   558,083.274   MT  0.99987673   -0 19 34.0
 AG9764;SPC NC       -   486,881.77  1,830,978.21   sFT  0.99987673   -0 19 34.0
 AG9764;UTM  17      - 3,883,574.717   630,811.810   MT  0.99981089   +0 49 29.9
 AG9764
 AG9764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9764!SPC NC       -   0.99998619  x   0.99987673  =   0.99986292
 AG9764!UTM  17      -   0.99998619  x   0.99981089  =   0.99979708
 AG9764
 AG9764:                Primary Azimuth Mark                     Grid Az
 AG9764:SPC NC       -  DOG                                      012 40 00.2
 AG9764:UTM  17      -  DOG                                      011 30 56.3
 AG9764
 AG9764|---------------------------------------------------------------------|
 AG9764| PID    Reference Object                     Distance      Geod. Az  |
 AG9764|                                                           dddmmss.s |
 AG9764| AG9763 DOG                                 APPROX. 0.5 KM 0122026.2 |
 AG9764|---------------------------------------------------------------------|
 AG9764
 AG9764                          SUPERSEDED SURVEY CONTROL
 AG9764
 AG9764  NAD 83(2001)-  35 05 11.31377(N)    079 33 54.04262(W) AD(       ) 1
 AG9764  ELLIP H (03/13/03)   88.001  (m)                       GP(       ) 4 2
 AG9764  NAD 83(1986)-  35 05 11.32186(N)    079 33 54.04831(W) AD(       ) 1
 AG9764
 AG9764.Superseded values are not recommended for survey control.
 AG9764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9764.See file dsdata.txt to determine how the superseded data were derived.
 AG9764
 AG9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3081283575(NAD 83)
 AG9764_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9764_STAMPING: BIRD 1993
 AG9764_MARK LOGO: NCGS  
 AG9764_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9764+STABILITY: SURFACE MOTION
 AG9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9764+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9764
 AG9764  HISTORY     - Date     Condition        Report By
 AG9764  HISTORY     - 1993     MONUMENTED       NCGS
 AG9764
 AG9764                          STATION DESCRIPTION
 AG9764
 AG9764'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9764'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH-NORTHWEST OF HOFFMAN
 AG9764'(RICHMOND COUNTY) AND 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ABERDEEN.
 AG9764'ALONG SR 1004 (HOFFMAN ROAD) FOR 9.9 MI (15.9 KM) SOUTH FROM NC 211 TO
 AG9764'SR 1102 (THUNDER ROAD), OR 1.7 MI (2.7 KM) NORTHWEST OF RICHMOND/MOORE
 AG9764'COUNTY LINE, IN NORTHWEST QUADRANT OF THE CROSSROAD. MARK IS RECESSED
 AG9764'BELOW GROUND.  LOCATED 14.5 FT (4.4 M) WEST-NORTHWEST OF THE
 AG9764'CENTERLINE OF SR 1004, 31.5 FT (9.6 M) NORTH OF THE CENTERLINE
 AG9764'INTERSECTION OF CROSSROAD, 58.7 FT (17.9 M) SOUTH OF BENCHMARK--2
 AG9764'WSM--AND 51.6 SOUTHWEST OF POWER POLE, 46.9 FT (14.3 M) SOUTHEAST OF A
 AG9764'12-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0354 ***********************************************************************
 EX0354  DESIGNATION -  BIRD ISLAND
 EX0354  PID         -  EX0354
 EX0354  STATE/COUNTY-  NC/DARE
 EX0354  USGS QUAD   -  HATTERAS (1987)
 EX0354
 EX0354                         *CURRENT SURVEY CONTROL
 EX0354  ___________________________________________________________________
 EX0354* NAD 83(2001)-  35 17 54.81515(N)    075 40 20.49572(W)     ADJUSTED  
 EX0354* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0354  ___________________________________________________________________
 EX0354  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EX0354  GEOID HEIGHT-         -38.71  (meters)                     GEOID03
 EX0354  HORZ ORDER  -  THIRD
 EX0354
 EX0354.The horizontal coordinates were established by classical geodetic methods
 EX0354.and adjusted by the National Geodetic Survey in August 2005.
 EX0354
 EX0354.The orthometric height was scaled from a topographic map.
 EX0354
 EX0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0354
 EX0354.The geoid height was determined by GEOID03.
 EX0354
 EX0354;                    North         East     Units Scale Factor Converg.
 EX0354;SPC NC       -   176,853.448   912,172.746   MT  0.99987292   +1 55 14.2
 EX0354;SPC NC       -   580,226.69  2,992,686.75   sFT  0.99987292   +1 55 14.2
 EX0354;UTM  18      - 3,906,360.289   438,869.261   MT  0.99964605   -0 23 18.7
 EX0354
 EX0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0354!SPC NC       -   1.00000597  x   0.99987292  =   0.99987889
 EX0354!UTM  18      -   1.00000597  x   0.99964605  =   0.99965202
 EX0354
 EX0354:                Primary Azimuth Mark                     Grid Az
 EX0354:SPC NC       -  MUDDY SLUE BEACON LIGHTHOUSE             067 01 19.6
 EX0354:UTM  18      -  MUDDY SLUE BEACON LIGHTHOUSE             069 19 52.5
 EX0354
 EX0354|---------------------------------------------------------------------|
 EX0354| PID    Reference Object                     Distance      Geod. Az  |
 EX0354|                                                           dddmmss.s |
 EX0354| EX0338 MUDDY SLUE BEACON LIGHTHOUSE        APPROX. 5.9 KM 0685633.8 |
 EX0354| EX0340 NORTH POINT BEACON LIGHTHOUSE       APPROX. 4.8 KM 0745011.4 |
 EX0354| EX0356 FISH HOUSE E OF BIRD ISLAND         APPROX. 3.7 KM 0944519.0 |
 EX0354| EX0357 FISH HOUSE SE BIRD ISLAND           APPROX. 1.5 KM 1213119.4 |
 EX0354| EX0384 HATTERAS NORTH METH CH SPIRE        APPROX. 9.0 KM 1900815.4 |
 EX0354| EX0386 HATTERAS WEATHER BUREAU FLAG        APPROX. 8.8 KM 1904615.8 |
 EX0354| EX0385 HATTERAS SOUTH METH CH SPIRE        APPROX. 9.7 KM 1943632.6 |
 EX0354| EX0358 FISH HOUSE SW BIRD ISLAND           APPROX. 2.4 KM 2223211.5 |
 EX0354|---------------------------------------------------------------------|
 EX0354
 EX0354                          SUPERSEDED SURVEY CONTROL
 EX0354
 EX0354  NAD 83(1986)-  35 17 54.82553(N)    075 40 20.50058(W) AD(       ) 3
 EX0354  NAD 27      -  35 17 54.22000(N)    075 40 21.87000(W) AD(       ) 3
 EX0354
 EX0354.Superseded values are not recommended for survey control.
 EX0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0354.See file dsdata.txt to determine how the superseded data were derived.
 EX0354
 EX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3886906360(NAD 83)
 EX0354_MARKER: I = METAL ROD
 EX0354_SETTING: 0 = UNSPECIFIED SETTING
 EX0354_MARK LOGO: CGS   
 EX0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0354
 EX0354  HISTORY     - Date     Condition        Report By
 EX0354  HISTORY     - 1909     MONUMENTED       CGS
 EX0354
 EX0354                          STATION DESCRIPTION
 EX0354
 EX0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JWM)
 EX0354'STATION IS LOCATED IN THE SE PART OF PAMLICO SOUND ABOUT 5 MILES
 EX0354'N FROM THE TOWN OF HATTERAS, OR 5 MILES NNE FROM THE VILLAGE OF
 EX0354'TRENT, ON THE PART OF THE SAND REEF KNOWN AS BIRD ISLAND, ABOUT
 EX0354'30.5 METERS (100 FEET) FROM LOW-WATER MARK.  THE REEF IS COVERED
 EX0354'AT HIGH WATER.
 EX0354'
 EX0354'STATION IS MARKED BY AN IRON PIPE IN A DRAIN TILE AND SET IN
 EX0354'CONCRETE.
 EX0354'
 EX0354'THERE ARE NO REFERENCE MARKS, BUT A TRIPOD WAS ERECTED WITH
 EX0354'LEGS SET IN CEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1822 ***********************************************************************
 EA1822  DESIGNATION -  BIRD ISLAND FRONT RANGE BEACON
 EA1822  PID         -  EA1822
 EA1822  STATE/COUNTY-  NC/CARTERET
 EA1822  USGS QUAD   -  BEAUFORT (1987)
 EA1822
 EA1822                         *CURRENT SURVEY CONTROL
 EA1822  ___________________________________________________________________
 EA1822* NAD 83(2001)-  34 41 50.93355(N)    076 39 58.55935(W)     ADJUSTED  
 EA1822* NAVD 88     -              **(meters)            **(feet)            
 EA1822  ___________________________________________________________________
 EA1822  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EA1822  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1822  HORZ ORDER  -  THIRD
 EA1822
 EA1822.The horizontal coordinates were established by classical geodetic methods
 EA1822.and adjusted by the National Geodetic Survey in August 2005.
 EA1822
 EA1822
 EA1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1822
 EA1822.The geoid height was determined by GEOID03.
 EA1822
 EA1822;                    North         East     Units Scale Factor Converg.
 EA1822;SPC NC       -   107,618.373   823,387.585   MT  0.99991906   +1 20 49.1
 EA1822;SPC NC       -   353,077.95  2,701,397.44   sFT  0.99991906   +1 20 49.1
 EA1822;UTM  18      - 3,840,759.206   347,385.313   MT  0.99988708   -0 56 55.3
 EA1822
 EA1822                          SUPERSEDED SURVEY CONTROL
 EA1822
 EA1822  NAD 83(1986)-  34 41 50.94342(N)    076 39 58.56438(W) AD(       ) 4
 EA1822  NAD 27      -  34 41 50.36600(N)    076 39 59.80600(W) AD(       ) 3
 EA1822
 EA1822.Superseded values are not recommended for survey control.
 EA1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1822.See file dsdata.txt to determine how the superseded data were derived.
 EA1822
 EA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4738540759(NAD 83)
 EA1822_MARKER: 14 = NAVIGATION LIGHT
 EA1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1822+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1822
 EA1822  HISTORY     - Date     Condition        Report By
 EA1822  HISTORY     - 1913     FIRST OBSERVED   CGS
 EA1822  HISTORY     - 20040605 GOOD             USPSQD
 EA1822
 EA1822                          STATION DESCRIPTION
 EA1822
 EA1822'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5025 ***********************************************************************
 AJ5025  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5025  DESIGNATION -  BIRD ISLAND NC SC BOUNDARY
 AJ5025  PID         -  AJ5025
 AJ5025  STATE/COUNTY-  NC/BRUNSWICK
 AJ5025  USGS QUAD   -  LITTLE RIVER (1990)
 AJ5025
 AJ5025                         *CURRENT SURVEY CONTROL
 AJ5025  ___________________________________________________________________
 AJ5025* NAD 83(2007)-  33 51 08.49040(N)    078 32 31.64576(W)     ADJUSTED  
 AJ5025* NAVD 88     -         2.81   (meters)       9.2    (feet)  GPS OBS   
 AJ5025  ___________________________________________________________________
 AJ5025  EPOCH DATE  -        2002.00
 AJ5025  X           -   1,053,302.521 (meters)                     COMP
 AJ5025  Y           -  -5,196,700.588 (meters)                     COMP
 AJ5025  Z           -   3,532,839.877 (meters)                     COMP
 AJ5025  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AJ5025  ELLIP HEIGHT-         -32.532 (meters)          (04/30/08) ADJUSTED
 AJ5025  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AJ5025  HORZ ORDER  -  FIRST
 AJ5025  ELLP ORDER  -  FOURTH    CLASS I
 AJ5025
 AJ5025.The horizontal coordinates were established by GPS observations
 AJ5025.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 AJ5025
 AJ5025.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5025.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5025.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5025.The epoch date for horizontal control is a decimal equivalence
 AJ5025.of Year/Month/Day.
 AJ5025
 AJ5025.The orthometric height was determined by GPS observations and a
 AJ5025.high-resolution geoid model.
 AJ5025.The orthometric height was determined by GPS observations and a
 AJ5025.high-resolution geoid model using precise GPS observation and
 AJ5025.processing techniques.
 AJ5025
 AJ5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5025
 AJ5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5025
 AJ5025.The ellipsoidal height was determined by GPS observations
 AJ5025.and is referenced to NAD 83.
 AJ5025
 AJ5025.The geoid height was determined by GEOID03.
 AJ5025
 AJ5025;                    North         East     Units Scale Factor Converg.
 AJ5025;SPC NC       -    11,453.371   651,982.018   MT  1.00016784   +0 15 51.4
 AJ5025;SPC NC       -    37,576.60  2,139,044.34   sFT  1.00016784   +0 15 51.4
 AJ5025;UTM  17      - 3,748,503.988   727,398.146   MT  1.00023751   +1 22 11.1
 AJ5025
 AJ5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5025!SPC NC       -   1.00000511  x   1.00016784  =   1.00017295
 AJ5025!UTM  17      -   1.00000511  x   1.00023751  =   1.00024262
 AJ5025
 AJ5025                          SUPERSEDED SURVEY CONTROL
 AJ5025
 AJ5025  NAD 83(2007)-  33 51 08.48943(N)    078 32 31.64583(W) AD(       ) 0
 AJ5025  ELLIP H (02/10/07)  -32.593  (m)                       GP(       )    
 AJ5025  NAD 83(2001)-  33 51 08.48963(N)    078 32 31.64552(W) AD(       ) 1
 AJ5025  ELLIP H (03/13/03)  -32.577  (m)                       GP(       ) 4 2
 AJ5025  NAD 83(1986)-  33 51 08.49818(N)    078 32 31.65301(W) AD(       ) 1
 AJ5025
 AJ5025.Superseded values are not recommended for survey control.
 AJ5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5025.See file dsdata.txt to determine how the superseded data were derived.
 AJ5025
 AJ5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2739848504(NAD 83)
 AJ5025_MARKER: DJ = TIDAL STATION DISK
 AJ5025_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5025_STAMPING: BIRD ISLAND 1977 N.C. S.C. BOUNDARY
 AJ5025_MARK LOGO: NOS   
 AJ5025_PROJECTION: PROJECTING 122 CENTIMETERS
 AJ5025_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5025+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2008
 AJ5025_ROD/PIPE-DEPTH: 7.3  meters
 AJ5025
 AJ5025  HISTORY     - Date     Condition        Report By
 AJ5025  HISTORY     - 1977     MONUMENTED       NOS
 AJ5025  HISTORY     - 20000531 GOOD             NCGS
 AJ5025  HISTORY     - 20051022 GOOD             USPSQD
 AJ5025  HISTORY     - 20080418 GOOD             SCGS
 AJ5025  HISTORY     - 20081127 GOOD             GEOCAC
 AJ5025
 AJ5025                          STATION DESCRIPTION
 AJ5025
 AJ5025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5025'STATION IS LOCATED ON BIRD ISLAND.  TO REACH THE STATION BY BOAT FROM
 AJ5025'THE LANDING AT CALABASH, PROCEED SOUTHERLY ALONG THE CALABASH RIVER
 AJ5025'FOR ABOUT 1.2 MILES (1.9 KM) TO THE INTERSECTION WITH THE
 AJ5025'INTRA-COASTAL WATERWAY AND THE LITTLE RIVER, THENCE CONTINUE SOUTHERLY
 AJ5025'ALONG LITTLE RIVER (TAKE LEFT CHANNEL IN BAY AREA STAYING NEXT TO
 AJ5025'MARSH SHORE) FOR 2.5 MILES (4.0 KM) TO ABOUT WHERE BONAPARTE CREEK
 AJ5025'COMES INTO BAY AREA AT SALT SALINITY GAGE, THENCE TURN RIGHT INTO
 AJ5025'CHANNEL BETWEEN BAR ON RIGHT AND BIRD ISLAND ON LEFT FOR 0.4
 AJ5025'MILE,THENCE TO SHORE AND WALK EASTERLY FOR ABOUT 500 METERS (1640.4
 AJ5025'FT) TO STATION AND REFERENCE MARK ON SAND DUNE, APPROXIMATELY 200 FEET
 AJ5025'(61.0 M) NORTH OF OCEAN.  MARK IS A STANDARD NOS DISK SET ON TOP OF A
 AJ5025'COPPER WELD ROD DRIVEN 24 FEET (7.3 M) (TO REFUSAL) INSIDE A 4-INCH
 AJ5025'PVC ENCASED BY CONCRETE. MARK IS STAMPED---BIRD ISLAND NC-SC BOUNDARY
 AJ5025'1977---.  STATION IS 15.0 FT (4.6 M) NORTH-NORTHEAST OF REFERENCE MARK
 AJ5025'1, 116.3 FT (35.4 M) NORTH-NORTHWEST OF C.O.E. STATION---P1 STA-F
 AJ5025'CENTERLINE JETTY---, AND 76.7 FT (23.4 M) EAST-NORTHEAST OF C.O.E.
 AJ5025'STATION---20+31.63 19+94.00---.  STATION PROJECTS 3 FEET.REFERENCE
 AJ5025'MARK 1, STAMPED---BIRD ISLAND N0 1, 1977---, IS A STANDARD N.O.S.
 AJ5025'DISK SET ON TOP OF A COPPERWELD ROD DRIVEN TO 16 FEET,ENCASED BY
 AJ5025'CONCRETE AND PROJECTS 18-INCHES ABOVE THE GROUND.  NOTE- ON MAY 31,
 AJ5025'2000 STATION AND REFERENCE MARK 1 WERE RECOVERED AND STABILIZED BY
 AJ5025'NCGS AND SCGS CREWS AND CHECK DISTANCES TAKEN, A SLOPE DISTANCE OF
 AJ5025'14.90 FEET (4.54 M) WAS TAPED.  MARKS ARE NOW INSIDE 24-INCH BLACK
 AJ5025'CORRUGATED PLASTIC PIPE.
 AJ5025
 AJ5025                          STATION RECOVERY (2005)
 AJ5025
 AJ5025'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5025'MEASURED LOCATION
 AJ5025'N 33  51.144'  W 78  32.527'
 AJ5025' 
 AJ5025'MARK IS NC/SC BOUNDARY MARKER
 AJ5025'1977
 AJ5025
 AJ5025                          STATION RECOVERY (2008)
 AJ5025
 AJ5025'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AJ5025'STATION IS LOCATED ON THE SOUTHWEST END OF BIRD ISLAND, 3.8 MI (6.1
 AJ5025'KM) SOUTH-SOUTHEAST OF CALABASH, NC, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 AJ5025'LITTLE RIVER.  OWNERSHIP--STATE OF NORTH CAROLINA, TOWN OF SUNSET
 AJ5025'BEACH FOR ACCESS TO STATION, CONTACT-LINDA FLUEGEL, PHONE
 AJ5025'910-579-6297.
 AJ5025' 
 AJ5025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 179, 179
 AJ5025'BUSINESS AND 904 (SUNSET BOULEVARD AND SEASIDE ROAD), 5.2 MI (8.4 KM)
 AJ5025'EAST OF CALABASH, GO WEST-SOUTHWEST ON HIGHWAY 179 BUSINESS FOR 1.85
 AJ5025'MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY 179 BUSINESS RIGHT
 AJ5025'(SHORLINE DRIVE) AND SUNSET BOULEVARD AHEAD, CONTINUE ON SUNSET
 AJ5025'BOULEVARD FOR 1.05 MI (1.7 KM) CROSSING A SINGLE LANE WOODEN BRIDGE TO
 AJ5025'THE T-JUNCTION OF MAIN STREET, CONTINUE AHEAD THROUGH THE PARKING LOT
 AJ5025'FOR THE SUNSET BEACH PIER FOR 0.1 MI (0.2 KM) TO A BEACH ACCESS ON THE
 AJ5025'NORTHEAST SIDE OF THE PIER, OBTAIN PERMISSION, TURN RIGHT (SOUTHWEST)
 AJ5025'ALONG THE BEACH FOR 2.25 MI (3.6 KM) TO THE STATION ON THE RIGHT IN
 AJ5025'THE SECONDARY DUNE LINE. STATION IS A DISK ATTACHED TO A COPPER-CLAD
 AJ5025'ROD ENCASED IN A 2.5-FT BLACK CORRUGATED PLASTIC PIPE PROJECTING 4.0
 AJ5025'FT (1.2 M), 15.0 FT (4.6 M) NORTH-NORTHEAST OF BIRD ISLAND NC SC
 AJ5025'BOUNDARY RM 1.
 AJ5025' 
 AJ5025'NOTE-STATION IS INTERVISIBLE WITH STATE BOUNDARY MONUMENT BOUNDARY
 AJ5025'MONUMENT 1 GRANITE NC SC. RECOVERED BY D.D.  WOODS. THIS IS A NORTH
 AJ5025'CAROLINA/SOUTH CAROLINA STATE LINE BOUNDARY MONUMENT SET BY THE STATE
 AJ5025'BOUNDARY COMMISSION IN 1977.
 AJ5025
 AJ5025                          STATION RECOVERY (2008)
 AJ5025
 AJ5025'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AJ5025'STATION RECOVERED IN GOOD CONDITION.
 AJ5025' 
 AJ5025'NOS REFERENCE MARK 1, COE STATION P1 STA-F C/L JETTY, AND COE STATION
 AJ5025'20+31.63 19+94.00 WERE ALSO RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1823 ***********************************************************************
 EA1823  DESIGNATION -  BIRD ISLAND REAR RANGE BEACON
 EA1823  PID         -  EA1823
 EA1823  STATE/COUNTY-  NC/CARTERET
 EA1823  USGS QUAD   -  BEAUFORT (1987)
 EA1823
 EA1823                         *CURRENT SURVEY CONTROL
 EA1823  ___________________________________________________________________
 EA1823* NAD 83(2001)-  34 42 13.88040(N)    076 39 48.34034(W)     ADJUSTED  
 EA1823* NAVD 88     -              **(meters)            **(feet)            
 EA1823  ___________________________________________________________________
 EA1823  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 EA1823  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EA1823  HORZ ORDER  -  THIRD
 EA1823
 EA1823.The horizontal coordinates were established by classical geodetic methods
 EA1823.and adjusted by the National Geodetic Survey in August 2005.
 EA1823
 EA1823
 EA1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1823
 EA1823.The geoid height was determined by GEOID03.
 EA1823
 EA1823;                    North         East     Units Scale Factor Converg.
 EA1823;SPC NC       -   108,331.350   823,630.934   MT  0.99991800   +1 20 55.0
 EA1823;SPC NC       -   355,417.10  2,702,195.82   sFT  0.99991800   +1 20 55.0
 EA1823;UTM  18      - 3,841,461.841   347,657.017   MT  0.99988606   -0 56 50.0
 EA1823
 EA1823                          SUPERSEDED SURVEY CONTROL
 EA1823
 EA1823  NAD 83(1986)-  34 42 13.89024(N)    076 39 48.34562(W) AD(       ) 4
 EA1823  NAD 27      -  34 42 13.31400(N)    076 39 49.58800(W) AD(       ) 3
 EA1823
 EA1823.Superseded values are not recommended for survey control.
 EA1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1823.See file dsdata.txt to determine how the superseded data were derived.
 EA1823
 EA1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4765741462(NAD 83)
 EA1823_MARKER: 14 = NAVIGATION LIGHT
 EA1823
 EA1823  HISTORY     - Date     Condition        Report By
 EA1823  HISTORY     - 1913     FIRST OBSERVED   CGS
 EA1823
 EA1823                          STATION DESCRIPTION
 EA1823
 EA1823'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2856 ***********************************************************************
 FX2856  DESIGNATION -  BIRDS
 FX2856  PID         -  FX2856
 FX2856  STATE/COUNTY-  NC/NORTHAMPTON
 FX2856  USGS QUAD   -  WELDON (1974)
 FX2856
 FX2856                         *CURRENT SURVEY CONTROL
 FX2856  ___________________________________________________________________
 FX2856* NAD 83(2001)-  36 25 24.28397(N)    077 31 11.80537(W)     ADJUSTED  
 FX2856* NAVD 88     -        31.750  (meters)     104.17   (feet)  ADJUSTED  
 FX2856  ___________________________________________________________________
 FX2856  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 FX2856  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 FX2856  DYNAMIC HT  -          31.725 (meters)     104.08  (feet)  COMP
 FX2856  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 FX2856
 FX2856  HORZ ORDER  -  SECOND
 FX2856  VERT ORDER  -  SECOND    CLASS II
 FX2856
 FX2856.The horizontal coordinates were established by classical geodetic methods
 FX2856.and adjusted by the National Geodetic Survey in August 2005.
 FX2856
 FX2856.The orthometric height was determined by differential leveling
 FX2856.and adjusted in June 1991.
 FX2856
 FX2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2856
 FX2856.The geoid height was determined by GEOID03.
 FX2856
 FX2856.The dynamic height is computed by dividing the NAVD 88
 FX2856.geopotential number by the normal gravity value computed on the
 FX2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2856.degrees latitude (g = 980.6199 gals.).
 FX2856
 FX2856.The modeled gravity was interpolated from observed gravity values.
 FX2856
 FX2856;                    North         East     Units Scale Factor Converg.
 FX2856;SPC NC       -   297,574.010   742,337.298   MT  1.00008178   +0 51 15.3
 FX2856;SPC NC       -   976,290.73  2,435,484.95   sFT  1.00008178   +0 51 15.3
 FX2856;UTM  18      - 4,033,863.616   274,081.858   MT  1.00022888   -1 29 48.6
 FX2856
 FX2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2856!SPC NC       -   1.00000039  x   1.00008178  =   1.00008217
 FX2856!UTM  18      -   1.00000039  x   1.00022888  =   1.00022927
 FX2856
 FX2856                          SUPERSEDED SURVEY CONTROL
 FX2856
 FX2856  NAD 83(1993)-  36 25 24.28687(N)    077 31 11.80502(W) AD(       ) 2
 FX2856  NAD 83(1986)-  36 25 24.28498(N)    077 31 11.81391(W) AD(       ) 2
 FX2856  NGVD 29 (01/18/91)   32.08   (m)          105.2    (f) LEVELING    3  
 FX2856
 FX2856.Superseded values are not recommended for survey control.
 FX2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2856.See file dsdata.txt to determine how the superseded data were derived.
 FX2856
 FX2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7408233864(NAD 83)
 FX2856_MARKER: DE = TRAVERSE STATION DISK
 FX2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2856_SP_SET: CONCRETE POST
 FX2856_STAMPING: BIRDS 1980
 FX2856_MARK LOGO: NCGS  
 FX2856_PROJECTION: FLUSH
 FX2856_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2856+STABILITY: SURFACE MOTION
 FX2856
 FX2856  HISTORY     - Date     Condition        Report By
 FX2856  HISTORY     - 1980     MONUMENTED       NCGS
 FX2856  HISTORY     - 1981     GOOD             NCGS
 FX2856  HISTORY     - 1985     GOOD             USPSQD
 FX2856  HISTORY     - 19960504 GOOD             USPSQD
 FX2856
 FX2856                          STATION DESCRIPTION
 FX2856
 FX2856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2856'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF GARYSBURG
 FX2856'AND 3.5 MILES SOUTH-SOUTHWEST OF GUMBERRY.
 FX2856'
 FX2856'TO REACH THE STATION FROM THE INTERSECTION OF US 301 NORTH ACCESS WITH
 FX2856'US 158 EAST IN GARYSBURG, PROCEED SOUTHEASTERLY ALONG US 158 FOR 2.6
 FX2856'MILES TO STATION ON LEFT, AT EDGE OF WOODS LINE AND 1.25 MILES
 FX2856'NORTHWEST OF SR 1312 INTERSECTION.
 FX2856'
 FX2856'STATION MARK IS A STANDARD DISK STAMPED---BIRDS 1980---SET IN TOP OF
 FX2856'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE AND 1 FOOT
 FX2856'ABOVE CENTERLINE OF HIGHWAY.  MARK IS 41.4 FEET NORTHEAST OF
 FX2856'CENTERLINE OF US 158 AND 7.7 FEET SOUTHWEST OF A 6 INCH HOLLY, 29.9
 FX2856'FEET SOUTHEAST OF A 4 INCH HOLLY AND 28.5 FEET NORTHWEST OF AN 18 INCH
 FX2856'OAK ALL WITH REFERENCE TAGS.
 FX2856
 FX2856                          STATION RECOVERY (1981)
 FX2856
 FX2856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2856'2.6 MI SE FROM GARYSBURG.
 FX2856'FROM THE INTERSECTION OF US 301 NORTH ACCESS WITH US 158 EAST IN
 FX2856'GARYSBURG, 2.6 MILES SOUTHEASTERLY ALONG US 158 TO STATION ON LEFT, AT
 FX2856'EDGE OF WOODS LINE AND 1.25 MILES NORTHWEST OF SR 1312 INTERSECTION.
 FX2856'41.4 FEET NORTHEAST OF CENTERLINE OF US 158 AND 7.7 FEET SOUTHWEST
 FX2856'OF 6 INCH HOLLY, 29.9 FEET SOUTHEAST OF 4 INCH HOLLY, 28.5 FEET
 FX2856'NORTHWEST OF 18 INCH OAK ALL WITH REFERENCE TAGS.
 FX2856'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 FX2856
 FX2856                          STATION RECOVERY (1985)
 FX2856
 FX2856'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2856'RECOVERED IN GOOD CONDITION.
 FX2856
 FX2856                          STATION RECOVERY (1996)
 FX2856
 FX2856'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3120 ***********************************************************************
 FY3120  DESIGNATION -  BIRDS
 FY3120  PID         -  FY3120
 FY3120  STATE/COUNTY-  NC/PERSON
 FY3120  USGS QUAD   -  OLIVE HILL (1994)
 FY3120
 FY3120                         *CURRENT SURVEY CONTROL
 FY3120  ___________________________________________________________________
 FY3120* NAD 83(2001)-  36 28 29.11872(N)    079 02 45.30117(W)     ADJUSTED  
 FY3120* NAVD 88     -       164.7    (meters)     540.     (feet)  VERTCON   
 FY3120  ___________________________________________________________________
 FY3120  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FY3120  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FY3120  HORZ ORDER  -  SECOND
 FY3120
 FY3120.The horizontal coordinates were established by classical geodetic methods
 FY3120.and adjusted by the National Geodetic Survey in August 2005.
 FY3120
 FY3120.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3120
 FY3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3120
 FY3120.The geoid height was determined by GEOID03.
 FY3120
 FY3120;                    North         East     Units Scale Factor Converg.
 FY3120;SPC NC       -   302,283.353   605,485.717   MT  1.00010057   -0 01 35.4
 FY3120;SPC NC       -   991,741.30  1,986,497.72   sFT  1.00010057   -0 01 35.4
 FY3120;UTM  17      - 4,038,382.911   675,065.253   MT  0.99997761   +1 09 43.0
 FY3120
 FY3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3120!SPC NC       -   0.99997903  x   1.00010057  =   1.00007960
 FY3120!UTM  17      -   0.99997903  x   0.99997761  =   0.99995664
 FY3120
 FY3120:                Primary Azimuth Mark                     Grid Az
 FY3120:SPC NC       -  CONCRETE                                 013 50 59.1
 FY3120:UTM  17      -  CONCRETE                                 012 39 40.7
 FY3120
 FY3120|---------------------------------------------------------------------|
 FY3120| PID    Reference Object                     Distance      Geod. Az  |
 FY3120|                                                           dddmmss.s |
 FY3120| FY3119 CONCRETE                            488.910 METERS 0134923.7 |
 FY3120| FY3117 LINA                                162.614 METERS 10730     |
 FY3120| FY3121 CARO                                138.589 METERS 26826     |
 FY3120|---------------------------------------------------------------------|
 FY3120
 FY3120                          SUPERSEDED SURVEY CONTROL
 FY3120
 FY3120  NAD 83(1993)-  36 28 29.11895(N)    079 02 45.30242(W) AD(       ) 2
 FY3120  NAD 83(1986)-  36 28 29.12178(N)    079 02 45.30614(W) AD(       ) 2
 FY3120  NAD 27      -  36 28 28.61296(N)    079 02 46.25943(W) AD(       ) 2
 FY3120  NGVD 29 (07/19/86)  165.0    (m)          541.     (f) VERT ANG    3  
 FY3120
 FY3120.Superseded values are not recommended for survey control.
 FY3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3120.See file dsdata.txt to determine how the superseded data were derived.
 FY3120
 FY3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7506538383(NAD 83)
 FY3120_MARKER: DE = TRAVERSE STATION DISK
 FY3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3120_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3120+STABILITY: SURFACE MOTION
 FY3120
 FY3120  HISTORY     - Date     Condition        Report By
 FY3120  HISTORY     - 1977     MONUMENTED       NCGS
 FY3120
 FY3120                          STATION DESCRIPTION
 FY3120
 FY3120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY3120'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF CEFFO AND 6.5
 FY3120'MILES NORTHWEST OF ROXBORO.
 FY3120'
 FY3120'TO REACH STATION FROM THE INTERSECTION OF SR 1336 (MCGEHEES MILL RD)
 FY3120'WITH SR 1337 (CHUB LAKE RD) IN CEFFO, PROCEED NORTHERLY ALONG SR 1336
 FY3120'FOR 1.3 MILES TO A DUAL TRANSMISSION LINE AND STATION ON RIGHT AT EDGE
 FY3120'OF WOODS ON THE NORTH SIDE OF TRANSMISSION LINE RIGHT OF WAY.
 FY3120'
 FY3120'STATION MARK IS A STANDARD DISK STAMPED---BIRDS 1977---SET IN THE TOP
 FY3120'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY3120'MARK IS 56.5 FEET SOUTHEAST OF CENTERLINE OF SR 1336, 40.3 FEET
 FY3120'NORTH-NORTHEAST OF CENTERLINE OF NORTHERNMOST TRANSMISSION LINES,
 FY3120'106.6 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG ACROSS
 FY3120'HIGHWAY, 22.7 FEET WEST-SOUTHWEST OF 6 INCH SHORT LEAF PINE WITH
 FY3120'REFERENCE TAG AND 23.7 FEET SOUTH-SOUTHWEST OF A 6 INCH SHORT LEAF
 FY3120'PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8017 ***********************************************************************
 DK8017  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8017  DESIGNATION -  BIRDTOWN
 DK8017  PID         -  DK8017
 DK8017  STATE/COUNTY-  NC/SWAIN
 DK8017  USGS QUAD   -  WHITTIER (1978)
 DK8017
 DK8017                         *CURRENT SURVEY CONTROL
 DK8017  ___________________________________________________________________
 DK8017* NAD 83(2007)-  35 27 41.40276(N)    083 21 14.78561(W)     ADJUSTED  
 DK8017* NAVD 88     -       566.05   (meters)    1857.1    (feet)  GPS OBS   
 DK8017  ___________________________________________________________________
 DK8017  EPOCH DATE  -        2002.00
 DK8017  X           -     601,964.208 (meters)                     COMP
 DK8017  Y           -  -5,166,377.261 (meters)                     COMP
 DK8017  Z           -   3,680,001.440 (meters)                     COMP
 DK8017  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DK8017  ELLIP HEIGHT-         537.377 (meters)          (01/21/09) ADJUSTED
 DK8017  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DK8017  HORZ ORDER  -  FIRST
 DK8017  ELLP ORDER  -  FOURTH    CLASS II
 DK8017
 DK8017.The horizontal coordinates were established by GPS observations
 DK8017.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8017
 DK8017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8017.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8017.The horizontal coordinates are valid at the epoch date displayed above.
 DK8017.The epoch date for horizontal control is a decimal equivalence
 DK8017.of Year/Month/Day.
 DK8017
 DK8017.The orthometric height was determined by GPS observations and a
 DK8017.high-resolution geoid model.
 DK8017.The orthometric height was determined by GPS observations and a
 DK8017.high-resolution geoid model using precise GPS observation and
 DK8017.processing techniques.
 DK8017
 DK8017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8017
 DK8017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8017
 DK8017.The ellipsoidal height was determined by GPS observations
 DK8017.and is referenced to NAD 83.
 DK8017
 DK8017.The geoid height was determined by GEOID03.
 DK8017
 DK8017;                    North         East     Units Scale Factor Converg.
 DK8017;SPC NC       -   198,522.647   214,541.737   MT  0.99987927   -2 30 47.0
 DK8017;SPC NC       -   651,319.72    703,875.68   sFT  0.99987927   -2 30 47.0
 DK8017;UTM  17      - 3,926,770.584   286,377.092   MT  1.00016240   -1 21 58.6
 DK8017
 DK8017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8017!SPC NC       -   0.99991566  x   0.99987927  =   0.99979494
 DK8017!UTM  17      -   0.99991566  x   1.00016240  =   1.00007805
 DK8017
 DK8017:                Primary Azimuth Mark                     Grid Az
 DK8017:SPC NC       -  JENKINS                                  235 36 26.1
 DK8017:UTM  17      -  JENKINS                                  234 27 37.7
 DK8017
 DK8017|---------------------------------------------------------------------|
 DK8017| PID    Reference Object                     Distance      Geod. Az  |
 DK8017|                                                           dddmmss.s |
 DK8017| DK8031 JENKINS                             448.760 METERS 2330539.1 |
 DK8017|---------------------------------------------------------------------|
 DK8017
 DK8017                          SUPERSEDED SURVEY CONTROL
 DK8017
 DK8017.No superseded survey control is available for this station.
 DK8017
 DK8017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8637726771(NAD 83)
 DK8017_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8017_STAMPING: BIRDTOWN 2003
 DK8017_MARK LOGO: NCGS  
 DK8017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8017+STABILITY: SURFACE MOTION
 DK8017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8017+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8017
 DK8017  HISTORY     - Date     Condition        Report By
 DK8017  HISTORY     - 2003     MONUMENTED       NCGS
 DK8017
 DK8017                          STATION DESCRIPTION
 DK8017
 DK8017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8017'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF SYLVA, 5.6 MI
 DK8017'(9.0 KM) EAST-NORTHEAST OF BRYSON CITY AND 2.4 MI (3.8 KM)
 DK8017'WEST-SOUTHWEST OF CHEROKEE.
 DK8017' 
 DK8017'ALONG US 19 FOR 2.15 MI (3.46 KM) SOUTHWEST FROM US 441 (JUST WEST OF
 DK8017'DOWNTOWN CHEROKEE), IN THE SOUTHEAST SHOULDER. MARK IS ABOUT 1-FT
 DK8017'LOWER THAN US 19 AND RECESSED ABOUT 1 INCH BELOW THE GROUND.
 DK8017' 
 DK8017'LOCATED 14.0 FT (4.3 M) SOUTHEAST OF THE CENTERLINE OF US 19, 63.7 FT
 DK8017'(19.4 M) NORTH OF THE SOUTHWEST END OF AN OLD BRIDGE ABUTMENT ON THE
 DK8017'NORTHWEST SIDE OF THE OCONALUFTEE RIVER--AND 58.4 FT (17.8 M) WEST OF
 DK8017'A 20-INCH RED OAK, 265.0 FT (80.8 M) NORTHEAST OF A POWER POLE--BOTH
 DK8017'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4160 ***********************************************************************
 EZ4160  DESIGNATION -  BIRTH
 EZ4160  PID         -  EZ4160
 EZ4160  STATE/COUNTY-  NC/WAYNE
 EZ4160  USGS QUAD   -  KENLY EAST (1978)
 EZ4160
 EZ4160                         *CURRENT SURVEY CONTROL
 EZ4160  ___________________________________________________________________
 EZ4160* NAD 83(2001)-  35 33 36.81893(N)    078 03 01.72567(W)     ADJUSTED  
 EZ4160* NAVD 88     -        44.6    (meters)     146.     (feet)  VERTCON   
 EZ4160  ___________________________________________________________________
 EZ4160  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 EZ4160  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 EZ4160  HORZ ORDER  -  SECOND
 EZ4160
 EZ4160.The horizontal coordinates were established by classical geodetic methods
 EZ4160.and adjusted by the National Geodetic Survey in August 2005.
 EZ4160
 EZ4160.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4160
 EZ4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4160
 EZ4160.The geoid height was determined by GEOID03.
 EZ4160
 EZ4160;                    North         East     Units Scale Factor Converg.
 EZ4160;SPC NC       -   201,221.464   695,675.259   MT  0.99988704   +0 32 52.9
 EZ4160;SPC NC       -   660,174.09  2,282,394.58   sFT  0.99988704   +0 32 52.9
 EZ4160;UTM  17      - 3,939,176.919   767,339.867   MT  1.00048083   +1 42 58.8
 EZ4160;UTM  18      - 3,939,455.904   223,506.624   MT  1.00054219   -1 46 30.6
 EZ4160
 EZ4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4160!SPC NC       -   0.99999846  x   0.99988704  =   0.99988550
 EZ4160!UTM  17      -   0.99999846  x   1.00048083  =   1.00047929
 EZ4160!UTM  18      -   0.99999846  x   1.00054219  =   1.00054065
 EZ4160
 EZ4160:                Primary Azimuth Mark                     Grid Az
 EZ4160:SPC NC       -  WILLIAMSON                               183 44 47.3
 EZ4160:UTM  17      -  WILLIAMSON                               182 34 41.4
 EZ4160:UTM  18      -  WILLIAMSON                               186 04 10.8
 EZ4160
 EZ4160|---------------------------------------------------------------------|
 EZ4160| PID    Reference Object                     Distance      Geod. Az  |
 EZ4160|                                                           dddmmss.s |
 EZ4160| EZ4161 WILLIAMSON                          APPROX. 1.3 KM 1841740.2 |
 EZ4160|---------------------------------------------------------------------|
 EZ4160
 EZ4160                          SUPERSEDED SURVEY CONTROL
 EZ4160
 EZ4160  NAD 83(1986)-  35 33 36.82594(N)    078 03 01.73468(W) AD(       ) 2
 EZ4160  NAD 27      -  35 33 36.25400(N)    078 03 02.77761(W) AD(       ) 2
 EZ4160  NGVD 29 (07/19/86)   44.9    (m)          147.     (f) VERT ANG    3  
 EZ4160
 EZ4160.Superseded values are not recommended for survey control.
 EZ4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4160.See file dsdata.txt to determine how the superseded data were derived.
 EZ4160
 EZ4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6734039177(NAD 83)
 EZ4160_MARKER: DE = TRAVERSE STATION DISK
 EZ4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4160_STAMPING: BIRTH 1975
 EZ4160_MARK LOGO: NCGS  
 EZ4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4160+STABILITY: SURFACE MOTION
 EZ4160
 EZ4160  HISTORY     - Date     Condition        Report By
 EZ4160  HISTORY     - 1975     MONUMENTED       NCGS
 EZ4160  HISTORY     - 1987     GOOD             USPSQD
 EZ4160
 EZ4160                          STATION DESCRIPTION
 EZ4160
 EZ4160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ4160'BIRTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4160'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EZ4160'
 EZ4160'BIRTH IS LOCATED APPROXIMATELY 4.4 MILES WNW OF FREMONT AND 12.3
 EZ4160'MILES NORTH OF GOLDSBORO.  TO REACH STATION FROM THE NORTHERNMOST
 EZ4160'INTERSECTION OF U.S. 117 WITH NC 222 IN FREMONT, PROCEED WESTERLY
 EZ4160'ALONG NC 222 FOR 4.65 MILES TO INTERSECTION WITH NC 581 AND
 EZ4160'STATION ON LEFT, IN SOUTHWEST QUADRANT OF THE CROSSROADS.
 EZ4160'
 EZ4160'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4160'BIRTH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4160'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND 2 FEET HIGHER
 EZ4160'THAN ROAD SURFACE.
 EZ4160'
 EZ4160'MARK IS 39.6 FT S OF C/L OF NC 222
 EZ4160'
 EZ4160'39.9 FT W OF C/L OF NC 581
 EZ4160'
 EZ4160'60.8 FT SW OF C/L OF INTERSECTION OF CROSSROADS
 EZ4160'
 EZ4160'162.4 FT NNE OF PP WITH ALUMINUM REF. TAG
 EZ4160'
 EZ4160'30.0 FT SE OF ROAD SIGN POST WITH ALUMINUM REF. TAG
 EZ4160'
 EZ4160'72.1 FT S OF AN OLD NCGS MARKER STAMPED N+C 753
 EZ4160
 EZ4160                          STATION RECOVERY (1987)
 EZ4160
 EZ4160'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ4160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3249 ***********************************************************************
 EZ3249  DESIGNATION -  BISCAN
 EZ3249  PID         -  EZ3249
 EZ3249  STATE/COUNTY-  NC/MONTGOMERY
 EZ3249  USGS QUAD   -  SEAGROVE (1994)
 EZ3249
 EZ3249                         *CURRENT SURVEY CONTROL
 EZ3249  ___________________________________________________________________
 EZ3249* NAD 83(2001)-  35 30 21.83008(N)    079 46 43.21816(W)     ADJUSTED  
 EZ3249* NAVD 88     -       203.801  (meters)     668.64   (feet)  ADJUSTED  
 EZ3249  ___________________________________________________________________
 EZ3249  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EZ3249  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ3249  DYNAMIC HT  -         203.621 (meters)     668.05  (feet)  COMP
 EZ3249  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 EZ3249
 EZ3249  HORZ ORDER  -  SECOND
 EZ3249  VERT ORDER  -  SECOND    CLASS II
 EZ3249
 EZ3249.The horizontal coordinates were established by classical geodetic methods
 EZ3249.and adjusted by the National Geodetic Survey in August 2005.
 EZ3249
 EZ3249.The orthometric height was determined by differential leveling
 EZ3249.and adjusted in June 1991.
 EZ3249
 EZ3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3249
 EZ3249.The geoid height was determined by GEOID03.
 EZ3249
 EZ3249.The dynamic height is computed by dividing the NAVD 88
 EZ3249.geopotential number by the normal gravity value computed on the
 EZ3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3249.degrees latitude (g = 980.6199 gals.).
 EZ3249
 EZ3249.The modeled gravity was interpolated from observed gravity values.
 EZ3249
 EZ3249;                    North         East     Units Scale Factor Converg.
 EZ3249;SPC NC       -   195,078.063   538,967.151   MT  0.99988241   -0 26 57.9
 EZ3249;SPC NC       -   640,018.61  1,768,261.39   sFT  0.99988241   -0 26 57.9
 EZ3249;UTM  17      - 3,929,851.657   610,760.476   MT  0.99975118   +0 42 33.9
 EZ3249
 EZ3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3249!SPC NC       -   0.99997280  x   0.99988241  =   0.99985521
 EZ3249!UTM  17      -   0.99997280  x   0.99975118  =   0.99972399
 EZ3249
 EZ3249:                Primary Azimuth Mark                     Grid Az
 EZ3249:SPC NC       -  RANMONT                                  013 41 16.9
 EZ3249:UTM  17      -  RANMONT                                  012 31 45.1
 EZ3249
 EZ3249|---------------------------------------------------------------------|
 EZ3249| PID    Reference Object                     Distance      Geod. Az  |
 EZ3249|                                                           dddmmss.s |
 EZ3249| EZ3250 RANMONT                             462.205 METERS 0131419.0 |
 EZ3249|---------------------------------------------------------------------|
 EZ3249
 EZ3249                          SUPERSEDED SURVEY CONTROL
 EZ3249
 EZ3249  NAD 83(1986)-  35 30 21.83625(N)    079 46 43.22708(W) AD(       ) 2
 EZ3249  NAD 27      -  35 30 21.34782(N)    079 46 44.10029(W) AD(       ) 2
 EZ3249  NGVD 29 (07/19/86)  204.0    (m)          669.     (f) VERT ANG    3  
 EZ3249
 EZ3249.Superseded values are not recommended for survey control.
 EZ3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3249.See file dsdata.txt to determine how the superseded data were derived.
 EZ3249
 EZ3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1076029852(NAD 83)
 EZ3249_MARKER: DE = TRAVERSE STATION DISK
 EZ3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3249_SP_SET: CONCRETE POST
 EZ3249_STAMPING: BISCAN 1975
 EZ3249_MARK LOGO: NCGS  
 EZ3249_PROJECTION: RECESSED 13 CENTIMETERS
 EZ3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3249+STABILITY: SURFACE MOTION
 EZ3249
 EZ3249  HISTORY     - Date     Condition        Report By
 EZ3249  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3249  HISTORY     - 1981     GOOD             NCGS
 EZ3249
 EZ3249                          STATION DESCRIPTION
 EZ3249
 EZ3249'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3249'BISCAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3249'THE VICINITY OF SEAGROVE, NORTH CAROLINA.
 EZ3249'
 EZ3249'BISCAN IS LOCATED APPROXIMATELY 2.6 MILES SOUTH OF SEAGROVE, AND
 EZ3249'12.2 MILES NE OF TROY.  TO REACH STATION FROM INTERSECTION OF
 EZ3249'U.S. 220 WITH NC 705 IN SEAGROVE, PROCEED SOUTH ALONG U.S. 220
 EZ3249'FOR 2.55 MILES TO STATION ON RIGHT AT THE WEST EDGE OF A
 EZ3249'CULTIVATED FIELD, APPROXIMATELY 450 FEET NNE OF ONE STORY BRICK
 EZ3249'DWELLING, AND 0.4 MILE NORTH OF INTERSECTION WITH SR 1358 NE
 EZ3249'AT ASBURY.
 EZ3249'
 EZ3249'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3249'BISCAN 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, 5
 EZ3249'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3249'
 EZ3249'MARK IS 32.1 FT W OF C/L OF U.S. 220
 EZ3249'
 EZ3249'91.3 FT WNW OF 8 IN PINE WITH ALUMINUM REF. TAG
 EZ3249'
 EZ3249'106.3 FT SW OF 7 IN PINE WITH ALUMINUM REF. TAG
 EZ3249'
 EZ3249'94.2 FT WSW OF 5 IN PINE WITH ALUMINUM REF. TAG
 EZ3249'
 EZ3249'385.3 FT N OF C/L OF DRIVEWAY TO BRICK DWELLING
 EZ3249'
 EZ3249'203.2 FT S OF BISCOE AND CANDOR MILEAGE SIGNPOST WITH ALUMINUM
 EZ3249'REF. TAG
 EZ3249
 EZ3249                          STATION RECOVERY (1981)
 EZ3249
 EZ3249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3249'2.6 MI SOUTH FROM SEAGROVE.
 EZ3249'LOCATED ALONG US 220, 2.55 MILES SOUTH OF THE INTERSECTION WITH NC
 EZ3249'705 IN SEAGROVE, OR 2.5 MILES NORTH OF THE SR 1322, SR 1362
 EZ3249'CROSSROADS IN STEED COMMUNITY, AT EDGE OF CULTIVATED FIELD, 450 FEET
 EZ3249'NORTH OF BRICK HOUSE AND 0.4 MILE NORTH OF INTERSECTION WITH SR 1358,
 EZ3249'32.0 FEET WEST OF CENTERLINE OF HIGHWAY, 385.3 FEET NORTH OF
 EZ3249'CENTERLINE OF DRIVE TO BRICK HOUSE, AND 91.3 FEET WEST-NORTHWEST OF 8
 EZ3249'INCH PINE AND 94.2 FEET WEST-SOUTHWEST OF 5 INCH PINE AND 106.3 FEET
 EZ3249'SOUTHWEST OF 7 INCH PINE ALL WITH REFERENCE TAGS.
 EZ3249'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7022 ***********************************************************************
 AE7022  DESIGNATION -  BISCAYNE
 AE7022  PID         -  AE7022
 AE7022  STATE/COUNTY-  NC/CABARRUS
 AE7022  USGS QUAD   -  KANNAPOLIS (1993)
 AE7022
 AE7022                         *CURRENT SURVEY CONTROL
 AE7022  ___________________________________________________________________
 AE7022* NAD 83(2001)-  35 26 07.43421(N)    080 39 59.60048(W)     ADJUSTED  
 AE7022* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 AE7022  ___________________________________________________________________
 AE7022  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AE7022  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AE7022  HORZ ORDER  -  SECOND
 AE7022
 AE7022.The horizontal coordinates were established by classical geodetic methods
 AE7022.and adjusted by the National Geodetic Survey in August 2005.
 AE7022
 AE7022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7022
 AE7022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7022
 AE7022.The geoid height was determined by GEOID03.
 AE7022
 AE7022;                    North         East     Units Scale Factor Converg.
 AE7022;SPC NC       -   188,231.749   458,300.281   MT  0.99987771   -0 57 42.8
 AE7022;SPC NC       -   617,557.00  1,503,606.84   sFT  0.99987771   -0 57 42.8
 AE7022;UTM  17      - 3,921,379.890   530,265.348   MT  0.99961129   +0 11 36.0
 AE7022
 AE7022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7022!SPC NC       -   0.99997017  x   0.99987771  =   0.99984788
 AE7022!UTM  17      -   0.99997017  x   0.99961129  =   0.99958147
 AE7022
 AE7022                          SUPERSEDED SURVEY CONTROL
 AE7022
 AE7022  NAD 83(1986)-  35 26 07.44729(N)    080 39 59.60792(W) AD(       ) 2
 AE7022  NGVD 29 (09/29/97)  221.0    (m)          725.     (f) VERT ANG    3  
 AE7022
 AE7022.Superseded values are not recommended for survey control.
 AE7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7022.See file dsdata.txt to determine how the superseded data were derived.
 AE7022
 AE7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3026521380(NAD 83)
 AE7022_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7022_STAMPING: BISCAYNE 1986
 AE7022_MARK LOGO: NCGS  
 AE7022_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7022+STABILITY: SURFACE MOTION
 AE7022
 AE7022  HISTORY     - Date     Condition        Report By
 AE7022  HISTORY     - 1986     MONUMENTED       NCGS
 AE7022
 AE7022                          STATION DESCRIPTION
 AE7022
 AE7022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE7022'STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF KANNAPOLIS, 8.0
 AE7022'KM (5.0 MI) WEST-NORTHWEST OF CONCORD. ALONG NC 73 FOR 1.1 KM (0.7 MI)
 AE7022'WEST FROM THE I-85 UNDERPASS, IN THE SOUTHWEST QUADRANT OF BISCAYNE
 AE7022'DRIVE, OR 0.5 KM (0.3 MI) WEST OF SR 1622, AT CARDINAL TRUCKING CO.
 AE7022'MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 47.0 M (154.2
 AE7022'FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 8.5 M (27.9 FT) WEST OF
 AE7022'CENTERLINE OF BISCAYNE DR., 8.0 M (26.2 FT) NORTHEAST OF FENCE
 AE7022'LINE--AND 34.3 M (112.5 FT) NORTH-NORTHWEST OF POWER POLE, 12.3 M
 AE7022'(40.4 FT) SOUTHEAST OF 4-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3719 ***********************************************************************
 EZ3719  DESIGNATION -  BISCOE CENTRAL TEL MICROWAVE
 EZ3719  PID         -  EZ3719
 EZ3719  STATE/COUNTY-  NC/MONTGOMERY
 EZ3719  USGS QUAD   -  BISCOE (1994)
 EZ3719
 EZ3719                         *CURRENT SURVEY CONTROL
 EZ3719  ___________________________________________________________________
 EZ3719* NAD 83(2001)-  35 21 27.20973(N)    079 46 42.87014(W)     ADJUSTED  
 EZ3719* NAVD 88     -              **(meters)            **(feet)            
 EZ3719  ___________________________________________________________________
 EZ3719  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EZ3719  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 EZ3719  HORZ ORDER  -  THIRD
 EZ3719
 EZ3719.The horizontal coordinates were established by classical geodetic methods
 EZ3719.and adjusted by the National Geodetic Survey in August 2005.
 EZ3719
 EZ3719
 EZ3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3719
 EZ3719.The geoid height was determined by GEOID03.
 EZ3719
 EZ3719;                    North         East     Units Scale Factor Converg.
 EZ3719;SPC NC       -   178,604.035   538,846.712   MT  0.99987429   -0 26 57.7
 EZ3719;SPC NC       -   585,970.07  1,767,866.25   sFT  0.99987429   -0 26 57.7
 EZ3719;UTM  17      - 3,913,380.639   610,972.837   MT  0.99975176   +0 42 24.8
 EZ3719
 EZ3719                          SUPERSEDED SURVEY CONTROL
 EZ3719
 EZ3719  NAD 83(1986)-  35 21 27.21402(N)    079 46 42.88461(W) AD(       ) 4
 EZ3719  NAD 27      -  35 21 26.71494(N)    079 46 43.73542(W) AD(       ) 3
 EZ3719
 EZ3719.Superseded values are not recommended for survey control.
 EZ3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3719.See file dsdata.txt to determine how the superseded data were derived.
 EZ3719
 EZ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1097313381(NAD 83)
 EZ3719_MARKER: 45 = MICROWAVE TOWER
 EZ3719
 EZ3719  HISTORY     - Date     Condition        Report By
 EZ3719  HISTORY     - 1972     FIRST OBSERVED   NCGS
 EZ3719  HISTORY     - 1986     GOOD             USPSQD
 EZ3719
 EZ3719                          STATION DESCRIPTION
 EZ3719
 EZ3719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3719'BISCOE, CENTRAL TELEPHONE MICROWAVE TOWER IS AN INTERSECTION STATION
 EZ3719'IN BISCOE, NORTH CAROLINA.
 EZ3719'
 EZ3719'STATION IS LOCATED ACROSS STREET FROM CENTRAL TELEPHONE OFFICE, AT
 EZ3719'THE CORNER OF OAK AND HUNSUCKER STREETS IN BISCOE, APPROXIMATELY 300
 EZ3719'FEET HIGH, TRIANGULAR IN SHAPE, AND PAINTED RED AND WHITE.
 EZ3719'
 EZ3719'POINT INTERSECTED WAS RED LIGHT ON TOP OVER SOUTHEAST LEDGE.
 EZ3719
 EZ3719                          STATION RECOVERY (1986)
 EZ3719
 EZ3719'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EZ3719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3715 ***********************************************************************
 EZ3715  DESIGNATION -  BISCOE MUNICIPAL TANK
 EZ3715  PID         -  EZ3715
 EZ3715  STATE/COUNTY-  NC/MONTGOMERY
 EZ3715  USGS QUAD   -  BISCOE (1994)
 EZ3715
 EZ3715                         *CURRENT SURVEY CONTROL
 EZ3715  ___________________________________________________________________
 EZ3715* NAD 83(2001)-  35 21 37.25701(N)    079 46 57.46225(W)     ADJUSTED  
 EZ3715* NAVD 88     -              **(meters)            **(feet)            
 EZ3715  ___________________________________________________________________
 EZ3715  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 EZ3715  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ3715  HORZ ORDER  -  THIRD
 EZ3715
 EZ3715.The horizontal coordinates were established by classical geodetic methods
 EZ3715.and adjusted by the National Geodetic Survey in August 2005.
 EZ3715
 EZ3715
 EZ3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3715
 EZ3715.The geoid height was determined by GEOID03.
 EZ3715
 EZ3715;                    North         East     Units Scale Factor Converg.
 EZ3715;SPC NC       -   178,916.526   538,480.803   MT  0.99987438   -0 27 06.2
 EZ3715;SPC NC       -   586,995.30  1,766,665.77   sFT  0.99987438   -0 27 06.2
 EZ3715;UTM  17      - 3,913,685.646   610,600.742   MT  0.99975075   +0 42 16.5
 EZ3715
 EZ3715                          SUPERSEDED SURVEY CONTROL
 EZ3715
 EZ3715  NAD 83(1986)-  35 21 37.26362(N)    079 46 57.47660(W) AD(       ) 4
 EZ3715  NAD 27      -  35 21 36.76800(N)    079 46 58.32700(W) AD(       ) 3
 EZ3715
 EZ3715.Superseded values are not recommended for survey control.
 EZ3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3715.See file dsdata.txt to determine how the superseded data were derived.
 EZ3715
 EZ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1060113686(NAD 83)
 EZ3715_MARKER: 53 = ELEVATED TANK
 EZ3715
 EZ3715  HISTORY     - Date     Condition        Report By
 EZ3715  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3715  HISTORY     - 1967     GOOD             CGS
 EZ3715
 EZ3715                          STATION DESCRIPTION
 EZ3715
 EZ3715'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3715'STATION IS LOCATED IN BISCOE 0.15 MILE WEST OF U.S. HIGHWAY
 EZ3715'220, AND 100 YARDS NORTH OF STATE HIGHWAY 27.  IT IS A 4 LEGGED
 EZ3715'STEEL STRUCTURE ABOUT 135 FEET HIGH AND PAINTED SILVER.  THE
 EZ3715'LEGEND BISCOE IS PAINTED ON THE NORTHWEST AND SOUTHEAST SIDE
 EZ3715'OF THE TANK.  THE POINT OF INTERSECTION WAS THE SMALL BALL AT
 EZ3715'THE APEX OF THE ROOF.
 EZ3715
 EZ3715                          STATION RECOVERY (1967)
 EZ3715
 EZ3715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EZ3715'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948.
 EZ3715'
 EZ3715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ3715'AT BISCOE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3716 ***********************************************************************
 EZ3716  DESIGNATION -  BISCOE RESET
 EZ3716  PID         -  EZ3716
 EZ3716  STATE/COUNTY-  NC/MONTGOMERY
 EZ3716  USGS QUAD   -  BISCOE (1994)
 EZ3716
 EZ3716                         *CURRENT SURVEY CONTROL
 EZ3716  ___________________________________________________________________
 EZ3716* NAD 83(2001)-  35 21 47.01081(N)    079 46 55.02312(W)     ADJUSTED  
 EZ3716* NAVD 88     -       193.2    (meters)     634.     (feet)  VERTCON   
 EZ3716  ___________________________________________________________________
 EZ3716  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EZ3716  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ3716  HORZ ORDER  -  FIRST
 EZ3716
 EZ3716.The horizontal coordinates were established by classical geodetic methods
 EZ3716.and adjusted by the National Geodetic Survey in August 2005.
 EZ3716
 EZ3716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3716
 EZ3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3716
 EZ3716.The geoid height was determined by GEOID03.
 EZ3716
 EZ3716;                    North         East     Units Scale Factor Converg.
 EZ3716;SPC NC       -   179,216.593   538,544.740   MT  0.99987447   -0 27 04.7
 EZ3716;SPC NC       -   587,979.77  1,766,875.53   sFT  0.99987447   -0 27 04.7
 EZ3716;UTM  17      - 3,913,986.904   610,658.603   MT  0.99975091   +0 42 18.1
 EZ3716
 EZ3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3716!SPC NC       -   0.99997448  x   0.99987447  =   0.99984895
 EZ3716!UTM  17      -   0.99997448  x   0.99975091  =   0.99972540
 EZ3716
 EZ3716:                Primary Azimuth Mark                     Grid Az
 EZ3716:SPC NC       -  STEED                                    002 54 30.6
 EZ3716:UTM  17      -  STEED                                    001 45 07.8
 EZ3716
 EZ3716|---------------------------------------------------------------------|
 EZ3716| PID    Reference Object                     Distance      Geod. Az  |
 EZ3716|                                                           dddmmss.s |
 EZ3716| EZ3710 STEED                               APPROX.11.9 KM 0022725.9 |
 EZ3716| EZ3227 COE                                 212.091 METERS 12131     |
 EZ3716| EZ3715 BISCOE MUNICIPAL TANK               306.799 METERS 19135     |
 EZ3716| EZ5533 BISCOE RM 1                          27.842 METERS 22330     |
 EZ3716| EZ5532 BISCOE AZ MK                                       2562931.5 |
 EZ3716| EZ3735 TROY MUNICIPAL TANK                 APPROX. 9.9 KM 2681245.1 |
 EZ3716| EZ3736 TROY SMITHERMAN MILLS TANK          APPROX.10.4 KM 2692946.9 |
 EZ3716| EZ5534 BISCOE RM 2                          30.797 METERS 34359     |
 EZ3716| EZ3708 STAR MUNICIPAL TANK                 APPROX. 4.0 KM 3575209.1 |
 EZ3716|---------------------------------------------------------------------|
 EZ3716
 EZ3716                          SUPERSEDED SURVEY CONTROL
 EZ3716
 EZ3716  NAD 83(1986)-  35 21 47.01609(N)    079 46 55.03797(W) AD(       ) 1
 EZ3716  NAD 27      -  35 21 46.52000(N)    079 46 55.89000(W) AD(       ) 1
 EZ3716  NGVD 29 (07/19/86)  193.4    (m)          635.     (f) VERT ANG    3  
 EZ3716
 EZ3716.Superseded values are not recommended for survey control.
 EZ3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3716.See file dsdata.txt to determine how the superseded data were derived.
 EZ3716
 EZ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1065913987(NAD 83)
 EZ3716_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3716_STAMPING: BISCOE 1948 1982
 EZ3716_MARK LOGO: NGS   
 EZ3716_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3716+STABILITY: SURFACE MOTION
 EZ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3716+SATELLITE: SATELLITE OBSERVATIONS - 1982
 EZ3716
 EZ3716  HISTORY     - Date     Condition        Report By
 EZ3716  HISTORY     - 1982     MONUMENTED       NGS
 EZ3716
 EZ3716                          STATION DESCRIPTION
 EZ3716
 EZ3716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EZ3716'STATION SURFACE MARK WAS RECOVERED DISTURBED WITH THE TOP OF THE MARK
 EZ3716'AND THE DISK MISSING.  REFERENCE MARKS ONE AND TWO WERE RECOVERED IN
 EZ3716'GOOD CONDITION.  A NEW SURFACE MARK WAS SET.  THE DISTANCE AND
 EZ3716'DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE 1948 DESCRIPTION.
 EZ3716' 
 EZ3716'THE STATION IS LOCATED IN THE NORTHWEST PART OF BISCOE ON CITY
 EZ3716'PROPERTY, ABOUT 0.1 MILE NORTH OF THE BISCOE SCHOOL AND 0.1 MILE WEST
 EZ3716'OF US HIGHWAY 220.
 EZ3716' 
 EZ3716'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 220 ALTERNATE AND
 EZ3716'STATE HIGHWAY 24 AND 27 IN BISCOE, GO WEST ACROSS RAILROAD ABOUT 100
 EZ3716'FEET, TURN RIGHT AND GO NORTH ON SR 1339, PAGE STREET FOR 0.3 MILE TO
 EZ3716'CAROLINA STREET, TURN LEFT AND GO WEST ON CAROLINA STREET FOR 0.08
 EZ3716'MILE TO A PAVED STREET LEFT, TURN LEFT AND GO SOUTH ON PAVED STREET
 EZ3716'FOR 0.1 MILE TO STATION 43 METERS SOUTH OF END OF PAVED STREET.
 EZ3716' 
 EZ3716'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 EZ3716' 
 EZ3716'THE STATION IS A STANDARD NGS DISK STAMPED--BISCOE 1948 1982--, SET
 EZ3716'INTO THE TOP OF A ROUND CONCRETE MONUMENT 65 CM IN DIAMETER RECESSED 3
 EZ3716'CM BELOW THE GROUND LOCATED 149.6 FT (45.6 M) WSW OF SW CORNER OF
 EZ3716'BRICK DUPLEX HOME OF MR CARY GREEN, 19.0 FT (5.80 M) W OF 12-INCH OAK
 EZ3716'TREE WITH REFERENCE TAG, 18.2 FT (5.55 M) N OF 18-INCH PINE TREE WITH
 EZ3716'REFERENCE TAG, 1.3 FT (0.41 M) E OF METAL WITNESS POST, AND 9.5 FT
 EZ3716'(2.9 M) E OF EXTENDED CENTERLINE OF PAVED STREET.
 EZ3716' 
 EZ3716'THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--BISCOE 1948--,
 EZ3716'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EZ3716' 
 EZ3716'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BISCOE NO 1
 EZ3716'1948--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 EZ3716'FLUSH WITH GROUND LOCATED 49.2 FT (15.0 M) W OF THE EXTENDED CENTER OF
 EZ3716'PAVED STREET, 8.2 FT (2.5 M) E OF CENTER OF DIM TRAIL, 7.5 FT (2.3 M)
 EZ3716'NNE OF 14-INCH PINE TREE WITH A REFERENCE TAG, AND 2 FT LOWER THAN THE
 EZ3716'STATION.
 EZ3716' 
 EZ3716'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BISCOE NO 2
 EZ3716'1948--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 EZ3716'RECESSED 3 CM BELOW THE GROUND LOCATED 11.5 FT (3.51 M) SE OF A
 EZ3716'30-INCH OAK TREE WITH A REFERENCE TAG, 25.0 FT (8.53 M) W OF THE
 EZ3716'EXTENDED CENTER OF A PAVED ROAD, 17.1 FT (5.21 M) NW OF A 14-INCH OAK
 EZ3716'TREE, AND 0.5 FT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4003 ***********************************************************************
 EZ4003  DESIGNATION -  BISCUIT
 EZ4003  PID         -  EZ4003
 EZ4003  STATE/COUNTY-  NC/RANDOLPH
 EZ4003  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4003
 EZ4003                         *CURRENT SURVEY CONTROL
 EZ4003  ___________________________________________________________________
 EZ4003* NAD 83(2001)-  35 54 52.72345(N)    079 56 03.27858(W)     ADJUSTED  
 EZ4003* NAVD 88     -       250.7    (meters)     823.     (feet)  VERTCON   
 EZ4003  ___________________________________________________________________
 EZ4003  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 EZ4003  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 EZ4003  HORZ ORDER  -  SECOND
 EZ4003
 EZ4003.The horizontal coordinates were established by classical geodetic methods
 EZ4003.and adjusted by the National Geodetic Survey in August 2005.
 EZ4003
 EZ4003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4003
 EZ4003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4003
 EZ4003.The geoid height was determined by GEOID03.
 EZ4003
 EZ4003;                    North         East     Units Scale Factor Converg.
 EZ4003;SPC NC       -   240,527.181   525,282.009   MT  0.99993940   -0 32 21.2
 EZ4003;SPC NC       -   789,129.59  1,723,362.72   sFT  0.99993940   -0 32 21.2
 EZ4003;UTM  17      - 3,975,006.077   596,159.195   MT  0.99971394   +0 37 30.7
 EZ4003
 EZ4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4003!SPC NC       -   0.99996548  x   0.99993940  =   0.99990489
 EZ4003!UTM  17      -   0.99996548  x   0.99971394  =   0.99967943
 EZ4003
 EZ4003:                Primary Azimuth Mark                     Grid Az
 EZ4003:SPC NC       -  SHEPARD                                  001 37 11.8
 EZ4003:UTM  17      -  SHEPARD                                  000 27 19.9
 EZ4003
 EZ4003|---------------------------------------------------------------------|
 EZ4003| PID    Reference Object                     Distance      Geod. Az  |
 EZ4003|                                                           dddmmss.s |
 EZ4003| EZ4048 SHEPARD                             APPROX. 0.9 KM 0010450.6 |
 EZ4003|---------------------------------------------------------------------|
 EZ4003
 EZ4003                          SUPERSEDED SURVEY CONTROL
 EZ4003
 EZ4003  NAD 83(1986)-  35 54 52.72719(N)    079 56 03.28756(W) AD(       ) 2
 EZ4003  NAD 27      -  35 54 52.22903(N)    079 56 04.15044(W) AD(       ) 2
 EZ4003  NGVD 29 (07/19/86)  250.9    (m)          823.     (f) VERT ANG    3  
 EZ4003
 EZ4003.Superseded values are not recommended for survey control.
 EZ4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4003.See file dsdata.txt to determine how the superseded data were derived.
 EZ4003
 EZ4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9615975006(NAD 83)
 EZ4003_MARKER: DE = TRAVERSE STATION DISK
 EZ4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4003_STAMPING: BISCUIT 1961
 EZ4003_MARK LOGO: NCGS  
 EZ4003_PROJECTION: FLUSH
 EZ4003_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4003+STABILITY: SURFACE MOTION
 EZ4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4003+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1994
 EZ4003
 EZ4003  HISTORY     - Date     Condition        Report By
 EZ4003  HISTORY     - 1961     MONUMENTED       NCGS
 EZ4003  HISTORY     - 19880209 GOOD             NCGS
 EZ4003  HISTORY     - 19940511 GOOD             NCGS
 EZ4003
 EZ4003                          STATION DESCRIPTION
 EZ4003
 EZ4003'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ4003'BISCUIT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4003'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4003'
 EZ4003'STATION IS 5.0 MILES SE OF THE CENTER OF HIGH POINT, 0.60
 EZ4003'MILES S OF NC 62 ON SR 1162.  IT IS 500 FT + OR - S
 EZ4003'OF GUILFORD AND RANDOLPH COUNTY LINE, ON W SIDE OF SR 1162.
 EZ4003'
 EZ4003'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4003'BISCUIT 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4003'OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4003'
 EZ4003'MARK IS
 EZ4003'
 EZ4003'9.0 FT S OF C/L OF DRIVEWAY
 EZ4003'
 EZ4003'104.00 FT W OF C/L OF SR 1162
 EZ4003'
 EZ4003'33.60 FT W OF 3 NAILS IN POWER POLE TO RESIDENCE
 EZ4003'
 EZ4003'72.00 FT SE OF 3 NAILS IN 12 INCH WALNUT
 EZ4003'
 EZ4003'43.80 FT S OF SE CORNER OF RESIDENCE
 EZ4003'
 EZ4003'50.50 FT ENE OF SE CORNER OF GARAGE
 EZ4003'
 EZ4003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4003
 EZ4003                          STATION RECOVERY (1988)
 EZ4003
 EZ4003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 EZ4003'RECOVERED AS DESCRIBED.
 EZ4003
 EZ4003                          STATION RECOVERY (1994)
 EZ4003
 EZ4003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ4003'RECOVERED AS DESCRIBED. MARK IS ALSO 32.5 FT (9.9 M) WEST OF A POWER
 EZ4003'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0910 ***********************************************************************
 EZ0910  DESIGNATION -  BISHOP
 EZ0910  PID         -  EZ0910
 EZ0910  STATE/COUNTY-  NC/WAKE
 EZ0910  USGS QUAD   -  RALEIGH EAST (1993)
 EZ0910
 EZ0910                         *CURRENT SURVEY CONTROL
 EZ0910  ___________________________________________________________________
 EZ0910* NAD 83(2001)-  35 50 34.47264(N)    078 36 37.48001(W)     ADJUSTED  
 EZ0910* NAVD 88     -       103.385  (meters)     339.19   (feet)  ADJUSTED  
 EZ0910  ___________________________________________________________________
 EZ0910  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 EZ0910  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 EZ0910  DYNAMIC HT  -         103.297 (meters)     338.90  (feet)  COMP
 EZ0910  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 EZ0910
 EZ0910  HORZ ORDER  -  SECOND
 EZ0910  VERT ORDER  -  FIRST     CLASS II
 EZ0910
 EZ0910.The horizontal coordinates were established by classical geodetic methods
 EZ0910.and adjusted by the National Geodetic Survey in August 2005.
 EZ0910
 EZ0910.The orthometric height was determined by differential leveling
 EZ0910.and adjusted in June 1991.
 EZ0910
 EZ0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0910
 EZ0910.The geoid height was determined by GEOID03.
 EZ0910
 EZ0910.The dynamic height is computed by dividing the NAVD 88
 EZ0910.geopotential number by the normal gravity value computed on the
 EZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0910.degrees latitude (g = 980.6199 gals.).
 EZ0910
 EZ0910.The modeled gravity was interpolated from observed gravity values.
 EZ0910
 EZ0910;                    North         East     Units Scale Factor Converg.
 EZ0910;SPC NC       -   232,240.375   644,794.818   MT  0.99992571   +0 13 29.5
 EZ0910;SPC NC       -   761,941.96  2,115,464.33   sFT  0.99992571   +0 13 29.5
 EZ0910;UTM  17      - 3,969,161.165   715,814.112   MT  1.00017395   +1 23 59.3
 EZ0910
 EZ0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0910!SPC NC       -   0.99998893  x   0.99992571  =   0.99991464
 EZ0910!UTM  17      -   0.99998893  x   1.00017395  =   1.00016288
 EZ0910
 EZ0910:                Primary Azimuth Mark                     Grid Az
 EZ0910:SPC NC       -  SPUR                                     198 01 50.5
 EZ0910:UTM  17      -  SPUR                                     196 51 20.7
 EZ0910
 EZ0910|---------------------------------------------------------------------|
 EZ0910| PID    Reference Object                     Distance      Geod. Az  |
 EZ0910|                                                           dddmmss.s |
 EZ0910| EZ0909 SPUR                                474.943 METERS 1981520.0 |
 EZ0910|---------------------------------------------------------------------|
 EZ0910
 EZ0910                          SUPERSEDED SURVEY CONTROL
 EZ0910
 EZ0910  NAD 83(1986)-  35 50 34.47685(N)    078 36 37.48955(W) AD(       ) 2
 EZ0910  NAD 27      -  35 50 33.94406(N)    078 36 38.47778(W) AD(       ) 2
 EZ0910  NGVD 29 (03/05/92)  103.660  (m)          340.09   (f) ADJUSTED    1 2
 EZ0910
 EZ0910.Superseded values are not recommended for survey control.
 EZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0910.See file dsdata.txt to determine how the superseded data were derived.
 EZ0910
 EZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1581469161(NAD 83)
 EZ0910_MARKER: DE = TRAVERSE STATION DISK
 EZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0910_SP_SET: CONCRETE POST
 EZ0910_STAMPING: BISHOP 1972
 EZ0910_MARK LOGO: NCGS  
 EZ0910_PROJECTION: RECESSED 3 CENTIMETERS
 EZ0910_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0910+STABILITY: SURFACE MOTION
 EZ0910
 EZ0910  HISTORY     - Date     Condition        Report By
 EZ0910  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0910  HISTORY     - 1972     GOOD             NCGS
 EZ0910  HISTORY     - 1980     GOOD             NCGS
 EZ0910  HISTORY     - 1984     GOOD             NCGS
 EZ0910  HISTORY     - 1984     GOOD             NCGS
 EZ0910  HISTORY     - 19870501 GOOD             NCGS
 EZ0910
 EZ0910                          STATION DESCRIPTION
 EZ0910
 EZ0910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0910'BISHOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0910'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA.
 EZ0910'
 EZ0910'BISHOP IS LOCATED APPROXIMATELY 0.6 MILE SW OF MILLBROOK, AND 4.6
 EZ0910'MILES NNE OF CAPITOL SQUARE IN RALEIGH.  TO REACH STATION FROM
 EZ0910'MILLBROOK UNITED METHODIST CHURCH IN MILLBROOK, PROCEED SOUTH ALONG
 EZ0910'WAKE FOREST ROAD (SR 2030) FOR 0.55 MILE TO INTERSECTION WITH
 EZ0910'HONEYSUCKLE ROAD (SR 2032) AND STATION WEST OF INTERSECTION.
 EZ0910'APPROXIMATELY 0.5 MILE NORTH OF EAST GATE SHOPPING CENTER.
 EZ0910'
 EZ0910'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BISHOP
 EZ0910'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ0910'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0910'
 EZ0910'MARK IS
 EZ0910'21.2 FEET NW OF A C/L OF WAKE FOREST RD. (SR 2030).
 EZ0910'33.3 FEET SW OF A C/L OF DRIVEWAY (WEST TO TWO STORY HOME).
 EZ0910'44.8 FEET SSW OF ALUMINUM REF. TAG ON TP NO. 178.
 EZ0910'86.3 FEET NNE OF ALUMINUM REF. TAG ON TP NO. 177.
 EZ0910'48.3 FEET E OF ALUMINUM REF. TAG ON WHITE OAK.
 EZ0910
 EZ0910                          STATION RECOVERY (1972)
 EZ0910
 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0910'0.6 MI SW FROM MILLBROOK.
 EZ0910'BISHOP IS LOCATED APPROXIMATELY 4.6 MILES NNE OF CAPITOL SQUARE IN
 EZ0910'RALEIGH.  TO REACH STATION FROM MILLBROOK UNITED METHODIST CHURCH
 EZ0910'IN MILLBROOK, PROCEED SOUTH ALONG WAKE FOREST ROAD (SR 2030) FOR
 EZ0910'0.55 MILES TO INTERSECTION WITH HONEYSUCKLE ROAD (SR 2032) AND
 EZ0910'STATION WEST OF INTERSECTION, APPROXIMATELY 0.5 MILES NORTH OF
 EZ0910'EAST GATE SHOPPING CENTER, 21.2 FT NW OF C/L OF WAKE FOREST ROAD
 EZ0910'(SR 2030), 33.3 FT SW OF C/L OF DRIVEWAY (WEST TO TWO STORY HOME),
 EZ0910'44.8 FT SSW OF ALUMINUM REF. TAG ON TP 178, 86.3 FT NNE OF ALUMINUM
 EZ0910'REF. TAG ON TP 177, AND 48.3 FT E OF ALUMINUM REF. TAG ON WHITE
 EZ0910'OAK.  DISK IS SET IN THE TOP OF A CONCRETE CYLINDER 3 INCHES
 EZ0910'BELOW THE SURFACE OF THE GROUND.
 EZ0910
 EZ0910                          STATION RECOVERY (1980)
 EZ0910
 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0910'0.55 MILE SOUTH ALONG SR 2030 (OLD WAKE FOREST ROAD) FROM JUNCTION
 EZ0910'WITH SR 2018 (MILLBROOK DRIVE) AT MILLBROOK UNITED METHODIST
 EZ0910'CHURCH, ACROSS INTERSECTION FROM SR 2032 (HONEYSUCKLE ROAD),
 EZ0910'53.8 FEET SOUTH-SOUTHWEST OF CENTERLINE INTERSECTION, 21.2 FEET
 EZ0910'NORTHWEST OF CENTERLINE OF SR 2030, 33.3 FEET SOUTHWEST OF
 EZ0910'CENTERLINE OF DRIVE TO TWO-STORY HOUSE, 44.8 FEET SOUTH-SOUTHWEST
 EZ0910'OF TELEPHONE POLE 178 WITH REFERENCE TAG AND 48.3 FEET EAST OF WHITE
 EZ0910'OAK WITH REFERENCE TAG, 86.3 FEET NORTH-NORTHEAST OF TELEPHONE POLE
 EZ0910'177 WITH REFERENCE TAG.
 EZ0910'THE MARK IS ABOVE LEVEL WITH ROAD INTERSECTION.
 EZ0910
 EZ0910                          STATION RECOVERY (1984)
 EZ0910
 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0910'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0910'STATION IS IN GOOD CONDITION AS DESCRIBED.
 EZ0910'
 EZ0910'NCGS
 EZ0910
 EZ0910                          STATION RECOVERY (1984)
 EZ0910
 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ0910'RECOVERED IN GOOD CONDITION.
 EZ0910
 EZ0910                          STATION RECOVERY (1987)
 EZ0910
 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ0910'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5566 ***********************************************************************
 AA5566  DESIGNATION -  BISHOP
 AA5566  PID         -  AA5566
 AA5566  STATE/COUNTY-  NC/BUNCOMBE
 AA5566  USGS QUAD   -  SKYLAND (1991)
 AA5566
 AA5566                         *CURRENT SURVEY CONTROL
 AA5566  ___________________________________________________________________
 AA5566* NAD 83(2007)-  35 25 57.89183(N)    082 34 26.37126(W)     ADJUSTED  
 AA5566* NAVD 88     -       656.5    (meters)    2154.     (feet)  VERTCON   
 AA5566  ___________________________________________________________________
 AA5566  EPOCH DATE  -        2002.00
 AA5566  X           -     672,497.985 (meters)                     COMP
 AA5566  Y           -  -5,159,609.418 (meters)                     COMP
 AA5566  Z           -   3,677,454.139 (meters)                     COMP
 AA5566  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 AA5566  ELLIP HEIGHT-         626.637 (meters)          (02/10/07) ADJUSTED
 AA5566  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AA5566
 AA5566  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5566  Type    PID    Designation                      North   East  Ellip
 AA5566  -------------------------------------------------------------------
 AA5566  NETWORK AA5566 BISHOP                            0.76   0.55   1.80
 AA5566  -------------------------------------------------------------------
 AA5566
 AA5566.The horizontal coordinates were established by GPS observations
 AA5566.and adjusted by the National Geodetic Survey in February 2007.
 AA5566
 AA5566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5566.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5566.The horizontal coordinates are valid at the epoch date displayed above.
 AA5566.The epoch date for horizontal control is a decimal equivalence
 AA5566.of Year/Month/Day.
 AA5566
 AA5566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5566
 AA5566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5566
 AA5566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5566
 AA5566.The ellipsoidal height was determined by GPS observations
 AA5566.and is referenced to NAD 83.
 AA5566
 AA5566.The geoid height was determined by GEOID03.
 AA5566
 AA5566;                    North         East     Units Scale Factor Converg.
 AA5566;SPC NC       -   192,508.383   285,174.873   MT  0.99987756   -2 03 46.1
 AA5566;SPC NC       -   631,587.92    935,611.23   sFT  0.99987756   -2 03 46.1
 AA5566;UTM  17      - 3,922,172.772   357,124.956   MT  0.99985156   -0 54 45.6
 AA5566
 AA5566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5566!SPC NC       -   0.99990165  x   0.99987756  =   0.99977923
 AA5566!UTM  17      -   0.99990165  x   0.99985156  =   0.99975323
 AA5566
 AA5566:                Primary Azimuth Mark                     Grid Az
 AA5566:SPC NC       -  DAVIS                                    185 44 28.1
 AA5566:UTM  17      -  DAVIS                                    184 35 27.6
 AA5566
 AA5566|---------------------------------------------------------------------|
 AA5566| PID    Reference Object                     Distance      Geod. Az  |
 AA5566|                                                           dddmmss.s |
 AA5566| AA5592 DAVIS                               APPROX. 0.6 KM 1834042.0 |
 AA5566|---------------------------------------------------------------------|
 AA5566
 AA5566                          SUPERSEDED SURVEY CONTROL
 AA5566
 AA5566  NAD 83(2001)-  35 25 57.89214(N)    082 34 26.37116(W) AD(       ) 1
 AA5566  ELLIP H (03/13/03)  626.649  (m)                       GP(       ) 4 2
 AA5566  NAD 83(1995)-  35 25 57.89348(N)    082 34 26.37110(W) AD(       ) 1
 AA5566  NAD 83(1986)-  35 25 57.89834(N)    082 34 26.37080(W) AD(       ) 1
 AA5566  NGVD 29 (09/30/94)  656.5    (m)         2154.     (f) GPS OBS     3  
 AA5566
 AA5566.Superseded values are not recommended for survey control.
 AA5566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5566.See file dsdata.txt to determine how the superseded data were derived.
 AA5566
 AA5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5712522173(NAD 83)
 AA5566_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5566_SP_SET: CONCRETE POST
 AA5566_STAMPING: BISHOP 1991
 AA5566_MARK LOGO: NCGS  
 AA5566_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5566+STABILITY: SURFACE MOTION
 AA5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5566+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5566
 AA5566  HISTORY     - Date     Condition        Report By
 AA5566  HISTORY     - 1991     MONUMENTED       NCGS
 AA5566
 AA5566                          STATION DESCRIPTION
 AA5566
 AA5566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5566'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF ARDEN AND
 AA5566'11.3 MI (18.2 KM) SOUTH OF ASHEVILLE. ALONG NC 191 FOR 2.55 MI (4.10
 AA5566'KM) SOUTH FROM NC 146 (LONG SHOALS ROAD), 164 FEET SOUTH OF SR 3494
 AA5566'(BISHOP ROAD), NEAR NORTH ENTRANCE TO EBLEN STORE. MARK IS ABOUT LEVEL
 AA5566'WITH HIGHWAY AND FLUSH WITH GROUND.  LOCATED 17.5 FT (5.3 M) EAST OF
 AA5566'THE CENTERLINE OF THE HIGHWAY, 163.8 FT (49.9 M) SOUTH OF THE
 AA5566'INTERSECTION OF SR 3494, 49.5 FT (15.1 M) NORTH OF A METAL SIGN POST,
 AA5566'161.3 FT (49.2 M) NORTHWEST OF THE NORTHWEST CORNER OF METAL BUILDING,
 AA5566'AND 8.1 FT (2.5 M) SOUTHWEST OF A METAL LIGHT POLE AND MAILBOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7050 ***********************************************************************
 DG7050  HT_MOD      -  This is a Height Modernization Survey Station.
 DG7050  DESIGNATION -  BISSETT
 DG7050  PID         -  DG7050
 DG7050  STATE/COUNTY-  NC/ALAMANCE
 DG7050  USGS QUAD   -  GIBSONVILLE (1994)
 DG7050
 DG7050                         *CURRENT SURVEY CONTROL
 DG7050  ___________________________________________________________________
 DG7050* NAD 83(2007)-  36 05 30.62351(N)    079 31 02.34939(W)     ADJUSTED  
 DG7050* NAVD 88     -       205.30   (meters)     673.6    (feet)  GPS OBS   
 DG7050  ___________________________________________________________________
 DG7050  EPOCH DATE  -        2002.00
 DG7050  X           -     938,827.789 (meters)                     COMP
 DG7050  Y           -  -5,074,020.710 (meters)                     COMP
 DG7050  Z           -   3,736,534.306 (meters)                     COMP
 DG7050  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DG7050  ELLIP HEIGHT-         175.046 (meters)          (02/10/07) ADJUSTED
 DG7050  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DG7050
 DG7050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7050  Type    PID    Designation                      North   East  Ellip
 DG7050  -------------------------------------------------------------------
 DG7050  NETWORK DG7050 BISSETT                           0.55   0.43   0.90
 DG7050  -------------------------------------------------------------------
 DG7050
 DG7050.The horizontal coordinates were established by GPS observations
 DG7050.and adjusted by the National Geodetic Survey in February 2007.
 DG7050
 DG7050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7050.The horizontal coordinates are valid at the epoch date displayed above.
 DG7050.The epoch date for horizontal control is a decimal equivalence
 DG7050.of Year/Month/Day.
 DG7050
 DG7050.The orthometric height was determined by GPS observations and a
 DG7050.high-resolution geoid model.
 DG7050.The orthometric height was determined by GPS observations and a
 DG7050.high-resolution geoid model using precise GPS observation and
 DG7050.processing techniques.
 DG7050
 DG7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7050
 DG7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7050
 DG7050.The ellipsoidal height was determined by GPS observations
 DG7050.and is referenced to NAD 83.
 DG7050
 DG7050.The geoid height was determined by GEOID03.
 DG7050
 DG7050;                    North         East     Units Scale Factor Converg.
 DG7050;SPC NC       -   259,912.323   563,013.092   MT  0.99997998   -0 17 54.9
 DG7050;SPC NC       -   852,729.01  1,847,152.12   sFT  0.99997998   -0 17 54.9
 DG7050;UTM  17      - 3,995,152.434   633,479.976   MT  0.99981953   +0 52 24.8
 DG7050
 DG7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7050!SPC NC       -   0.99997253  x   0.99997998  =   0.99995251
 DG7050!UTM  17      -   0.99997253  x   0.99981953  =   0.99979206
 DG7050
 DG7050                          SUPERSEDED SURVEY CONTROL
 DG7050
 DG7050  NAD 83(1986)-  36 05 30.62652(N)    079 31 02.35582(W) AD(       ) 1
 DG7050  NAD 83(2001)-  36 05 30.62356(N)    079 31 02.34945(W) AD(       ) 1
 DG7050  ELLIP H (09/23/04)  175.046  (m)                       GP(       ) 4 2
 DG7050
 DG7050.Superseded values are not recommended for survey control.
 DG7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7050.See file dsdata.txt to determine how the superseded data were derived.
 DG7050
 DG7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3348095152(NAD 83)
 DG7050_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7050_STAMPING: BISSETT 2003
 DG7050_MARK LOGO: NCGS  
 DG7050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7050+STABILITY: SURFACE MOTION
 DG7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7050+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DG7050
 DG7050  HISTORY     - Date     Condition        Report By
 DG7050  HISTORY     - 2003     MONUMENTED       NCGS
 DG7050  HISTORY     - 20060809 GOOD             USPSQD
 DG7050
 DG7050                          STATION DESCRIPTION
 DG7050
 DG7050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 DG7050'STATION IS LOCATED IN ELON AT 106 TIMBERLAKE DRIVE. PROCEED ALONG
 DG7050'SOUTH WILLIAMSON AVENUE FOR 0.45 MI (0.72 KM) SOUTH FROM THE POST
 DG7050'OFFICE IN ELON, THENCE WEST ALONG SUNSET DRIVE FOR 0.15 MI (0.24 KM)
 DG7050'TO COURTLAND DRIVE, THENCE SOUTH AND WEST ALONG COURTLAND DRIVE FOR
 DG7050'0.35 MI (0.56 KM) , THENCE SOUTHWEST ALONG PINEDALE DRIVE FOR 0.1 MI
 DG7050'(0.2 KM) , THENCE NORTHWEST ALONG TIMBERLAKE DRIVE FOR 0.05 MI (0.08
 DG7050'KM) TO HOUSE-106 AND THE STATION IN THE NORTHEAST SHOULDER. ALSO, 0.15
 DG7050'MI (0.24 KM) SOUTHEAST OF FORESTVIEW DRIVE. MARK IS ABOUT 0.5-FT LOWER
 DG7050'THAN TIMBERLAKE DRIVE AND FLUSH WITH THE GROUND.  LOCATED 13.0 FT (4.0
 DG7050'M) NORTHEAST OF THE CENTERLINE OF TIMBERLAKE DRIVE, 22.3 FT (6.8 M)
 DG7050'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE CULVERT, 40.0 FT
 DG7050'(12.2 M) NORTHWEST OF THE NORTHWEST END OF A CONCRETE DRIVEWAY
 DG7050'CULVERT, 30.3 FT (9.2 M) WEST-NORTHWEST OF WATER METER AND 52.8 FT
 DG7050'(16.1 M) EAST OF A STREET LIGHT POLE WITH REFERENCE TAG.
 DG7050
 DG7050                          STATION RECOVERY (2006)
 DG7050
 DG7050'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG7050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4089 ***********************************************************************
 EZ4089  DESIGNATION -  BISSETTE
 EZ4089  PID         -  EZ4089
 EZ4089  STATE/COUNTY-  NC/WILSON
 EZ4089  USGS QUAD   -  BAILEY (1981)
 EZ4089
 EZ4089                         *CURRENT SURVEY CONTROL
 EZ4089  ___________________________________________________________________
 EZ4089* NAD 83(2001)-  35 45 09.62885(N)    078 06 55.75837(W)     ADJUSTED  
 EZ4089* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 EZ4089  ___________________________________________________________________
 EZ4089  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 EZ4089  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EZ4089  HORZ ORDER  -  SECOND
 EZ4089
 EZ4089.The horizontal coordinates were established by classical geodetic methods
 EZ4089.and adjusted by the National Geodetic Survey in August 2005.
 EZ4089
 EZ4089.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4089
 EZ4089.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4089
 EZ4089.The geoid height was determined by GEOID03.
 EZ4089
 EZ4089;                    North         East     Units Scale Factor Converg.
 EZ4089;SPC NC       -   222,516.525   689,592.116   MT  0.99991071   +0 30 37.8
 EZ4089;SPC NC       -   730,039.63  2,262,436.80   sFT  0.99991071   +0 30 37.8
 EZ4089;UTM  17      - 3,960,354.979   760,818.736   MT  1.00043834   +1 41 10.8
 EZ4089
 EZ4089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4089!SPC NC       -   0.99999162  x   0.99991071  =   0.99990233
 EZ4089!UTM  17      -   0.99999162  x   1.00043834  =   1.00042996
 EZ4089
 EZ4089|---------------------------------------------------------------------|
 EZ4089| PID    Reference Object                     Distance      Geod. Az  |
 EZ4089|                                                           dddmmss.s |
 EZ4089| EZ4090 BREWER                              259.758 METERS 00341     |
 EZ4089| EZ4136 WORLEY                              APPROX. 1.0 KM 1793138.0 |
 EZ4089|---------------------------------------------------------------------|
 EZ4089
 EZ4089                          SUPERSEDED SURVEY CONTROL
 EZ4089
 EZ4089  NAD 83(1986)-  35 45 09.63649(N)    078 06 55.76999(W) AD(       ) 2
 EZ4089  NAD 27      -  35 45 09.06898(N)    078 06 56.79799(W) AD(       ) 2
 EZ4089  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) VERT ANG    3  
 EZ4089
 EZ4089.Superseded values are not recommended for survey control.
 EZ4089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4089.See file dsdata.txt to determine how the superseded data were derived.
 EZ4089
 EZ4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6081960355(NAD 83)
 EZ4089_MARKER: DE = TRAVERSE STATION DISK
 EZ4089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4089_STAMPING: BISSETTE 1972
 EZ4089_MARK LOGO: NCGS  
 EZ4089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4089+STABILITY: SURFACE MOTION
 EZ4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4089+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 EZ4089
 EZ4089  HISTORY     - Date     Condition        Report By
 EZ4089  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4089  HISTORY     - 20070307 GOOD             GEOCAC
 EZ4089
 EZ4089                          STATION DESCRIPTION
 EZ4089
 EZ4089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4089'BISSETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4089'THE VICINITY OF BAILEY, NORTH CAROLINA.
 EZ4089'
 EZ4089'BISSETTE IS LOCATED APPROXIMATELY 2.1 MILES SOUTH OF BAILEY AND 3.3
 EZ4089'MILES WSW OF SIMS.  TO REACH STATION FROM THE INTERSECTION OF NC 581
 EZ4089'WITH US 264 IN BAILEY, PROCEED SOUTH ALONG NC 581 FOR 2.05 MILES TO
 EZ4089'STATION ON RIGHT BANK, 0.85 MILE NORTH OF INTERSECTION WITH SR
 EZ4089'1132, AND ON NORTH SIDE OF A FIELD ROAD WEST.
 EZ4089'
 EZ4089'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BISSETTE
 EZ4089'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4089'FLUSH WITH THE GROUND.
 EZ4089'
 EZ4089'MARK IS
 EZ4089'32.9 FEET W OF C/L OF NC 581.
 EZ4089'12.6 FEET N OF C/L OF FIELD ROAD WEST.
 EZ4089'174.4 FEET S OF PP WITH ALUMINUM REF. TAG.
 EZ4089
 EZ4089                          STATION RECOVERY (2007)
 EZ4089
 EZ4089'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ4089'MARK IS 25 FT (NOT 12.6 FT) NORTH OF THE C/L OF A FIELD ROAD WEST.
 EZ4089'ADD THAT MARK IS 19.3 FT SOUTHEAST OF A NEW POWER POLE J-137-BF. MARK
 EZ4089'IS FLUSH WITH THE GROUND.
 EZ4089' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4490 ***********************************************************************
 FY4490  DESIGNATION -  BIVINS
 FY4490  PID         -  FY4490
 FY4490  STATE/COUNTY-  NC/ORANGE
 FY4490  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY4490
 FY4490                         *CURRENT SURVEY CONTROL
 FY4490  ___________________________________________________________________
 FY4490* NAD 83(2001)-  36 06 19.88965(N)    078 59 33.19874(W)     ADJUSTED  
 FY4490* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 FY4490  ___________________________________________________________________
 FY4490  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 FY4490  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FY4490  HORZ ORDER  -  SECOND
 FY4490
 FY4490.The horizontal coordinates were established by classical geodetic methods
 FY4490.and adjusted by the National Geodetic Survey in August 2005.
 FY4490
 FY4490.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4490
 FY4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4490
 FY4490.The geoid height was determined by GEOID03.
 FY4490
 FY4490;                    North         East     Units Scale Factor Converg.
 FY4490;SPC NC       -   261,309.432   610,271.564   MT  0.99998351   +0 00 15.5
 FY4490;SPC NC       -   857,312.69  2,002,199.29   sFT  0.99998351   +0 00 15.5
 FY4490;UTM  17      - 3,997,518.593   680,696.278   MT  1.00000233   +1 10 59.7
 FY4490
 FY4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4490!SPC NC       -   0.99997385  x   0.99998351  =   0.99995736
 FY4490!UTM  17      -   0.99997385  x   1.00000233  =   0.99997618
 FY4490
 FY4490                          SUPERSEDED SURVEY CONTROL
 FY4490
 FY4490  NAD 83(1993)-  36 06 19.89227(N)    078 59 33.20680(W) AD(       ) 2
 FY4490  NAD 83(1986)-  36 06 19.89415(N)    078 59 33.20602(W) AD(       ) 2
 FY4490  NGVD 29 (07/16/92)  197.7    (m)          649.     (f) VERT ANG    3  
 FY4490
 FY4490.Superseded values are not recommended for survey control.
 FY4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4490.See file dsdata.txt to determine how the superseded data were derived.
 FY4490
 FY4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8069697519(NAD 83)
 FY4490_MARKER: DE = TRAVERSE STATION DISK
 FY4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4490_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4490+STABILITY: SURFACE MOTION
 FY4490
 FY4490  HISTORY     - Date     Condition        Report By
 FY4490  HISTORY     - 1981     MONUMENTED       NCGS
 FY4490  HISTORY     - 1989     GOOD             USPSQD
 FY4490
 FY4490                          STATION DESCRIPTION
 FY4490
 FY4490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4490'STATION IS LOCATED ABOUT 6.3 MILES NORTHEAST OF HILLSBOROUGH AND
 FY4490'9.4 MILES NORTHWEST OF DURHAM.
 FY4490'
 FY4490'PROCEED ALONG US 70 FOR 0.2 MILE NORTHWEST FROM I-85 OVERPASS
 FY4490'(BETWEEN HILLSBOROUGH AND DURHAM), TO PLEASANT GREEN ROAD (SR
 FY4490'1567), THENCE NORTHEAST ALONG SR 1567 FOR 5.0 MILES TO STATION ON
 FY4490'LEFT, IN YARD BETWEEN TWO DRIVEWAYS TO BIVINS RESIDENCE, AND 0.45
 FY4490'MILE NORTH OF INTERSECTION WITH SR 1572 AND SR 1600.
 FY4490'
 FY4490'THE STATION IS A STANDARD NCGS DISK
 FY4490'STAMPED---BIVINS 1981---,
 FY4490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4490'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 FY4490'15.6 METERS (51.0 FT) WEST FROM THE CENTERLINE OF HIGHWAY,
 FY4490'16.0 METERS (52.4 FT) SOUTH FROM THE CENTERLINE OF NORTH DRIVEWAY,
 FY4490'30.2 METERS (99.0 FT) NORTH FROM THE CENTERLINE OF SOUTH DRIVEWAY,
 FY4490'13.7 METERS (44.9 FT) SOUTHWEST FROM THE SOUTH END OF CULVERT--AND
 FY4490'4.2 METERS (13.7 FT) SOUTH FROM A 18 INCH OAK,
 FY4490'7.4 METERS (24.3 FT) NORTH-NORTHEAST FROM A 15 INCH POPLAR AND
 FY4490'8.7 METERS (28.5 FT) EAST FROM A 10 INCH OAK--ALL WITH REFERENCE
 FY4490'TAGS.
 FY4490'
 FY4490'MARK IS 4 FEET ABOVE HIGHWAY.
 FY4490
 FY4490                          STATION RECOVERY (1989)
 FY4490
 FY4490'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 FY4490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5295 ***********************************************************************
 FA5295  DESIGNATION -  BIXBY
 FA5295  PID         -  FA5295
 FA5295  STATE/COUNTY-  NC/DAVIE
 FA5295  USGS QUAD   -  ADVANCE (1987)
 FA5295
 FA5295                         *CURRENT SURVEY CONTROL
 FA5295  ___________________________________________________________________
 FA5295* NAD 83(2007)-  35 56 27.59724(N)    080 26 55.51873(W)     ADJUSTED  
 FA5295* NAVD 88     -       252.584  (meters)     828.69   (feet)  ADJUSTED  
 FA5295  ___________________________________________________________________
 FA5295  EPOCH DATE  -        2002.00
 FA5295  X           -     857,860.077 (meters)                     COMP
 FA5295  Y           -  -5,098,353.410 (meters)                     COMP
 FA5295  Z           -   3,723,022.630 (meters)                     COMP
 FA5295  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA5295  ELLIP HEIGHT-         220.244 (meters)          (02/10/07) ADJUSTED
 FA5295  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FA5295  DYNAMIC HT  -         252.356 (meters)     827.94  (feet)  COMP
 FA5295
 FA5295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5295  Type    PID    Designation                      North   East  Ellip
 FA5295  -------------------------------------------------------------------
 FA5295  NETWORK FA5295 BIXBY                             3.25   2.57   5.98
 FA5295  -------------------------------------------------------------------
 FA5295  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 FA5295
 FA5295  VERT ORDER  -  SECOND    CLASS II
 FA5295
 FA5295.The horizontal coordinates were established by GPS observations
 FA5295.and adjusted by the National Geodetic Survey in February 2007.
 FA5295
 FA5295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5295.The horizontal coordinates are valid at the epoch date displayed above.
 FA5295.The epoch date for horizontal control is a decimal equivalence
 FA5295.of Year/Month/Day.
 FA5295
 FA5295.The orthometric height was determined by differential leveling
 FA5295.and adjusted in July 1999.
 FA5295.No vertical observational check was made to the station.
 FA5295
 FA5295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5295
 FA5295.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5295
 FA5295.The ellipsoidal height was determined by GPS observations
 FA5295.and is referenced to NAD 83.
 FA5295
 FA5295.The geoid height was determined by GEOID03.
 FA5295
 FA5295.The dynamic height is computed by dividing the NAVD 88
 FA5295.geopotential number by the normal gravity value computed on the
 FA5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA5295.degrees latitude (g = 980.6199 gals.).
 FA5295
 FA5295.The modeled gravity was interpolated from observed gravity values.
 FA5295
 FA5295;                    North         East     Units Scale Factor Converg.
 FA5295;SPC NC       -   244,008.215   478,890.730   MT  0.99994483   -0 50 10.2
 FA5295;SPC NC       -   800,550.29  1,571,160.67   sFT  0.99994483   -0 50 10.2
 FA5295;UTM  17      - 3,977,544.826   549,719.605   MT  0.99963046   +0 19 24.8
 FA5295
 FA5295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5295!SPC NC       -   0.99996543  x   0.99994483  =   0.99991027
 FA5295!UTM  17      -   0.99996543  x   0.99963046  =   0.99959591
 FA5295
 FA5295:                Primary Azimuth Mark                     Grid Az
 FA5295:SPC NC       -  BIXBY DAVIE COUNTY TANK                  046 59 33.1
 FA5295:UTM  17      -  BIXBY DAVIE COUNTY TANK                  045 49 58.1
 FA5295
 FA5295|---------------------------------------------------------------------|
 FA5295| PID    Reference Object                     Distance      Geod. Az  |
 FA5295|                                                           dddmmss.s |
 FA5295| CS7618 BIXBY DAVIE COUNTY TANK                            0460922.9 |
 FA5295| FA5296 BIXBY AZ MK                         342.186 METERS 25232     |
 FA5295|---------------------------------------------------------------------|
 FA5295
 FA5295                          SUPERSEDED SURVEY CONTROL
 FA5295
 FA5295  NAD 83(2001)-  35 56 27.59720(N)    080 26 55.51880(W) AD(       ) 1
 FA5295  ELLIP H (03/27/03)  220.240  (m)                       GP(       ) 4 2
 FA5295  NAD 83(1986)-  35 56 27.60495(N)    080 26 55.52534(W) AD(       ) 1
 FA5295  NAD 83(1986)-  35 56 27.60377(N)    080 26 55.52559(W) AD(       ) 2
 FA5295  NGVD 29 (05/20/97)  252.8    (m)          829.     (f) GPS OBS     3  
 FA5295
 FA5295.Superseded values are not recommended for survey control.
 FA5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5295.See file dsdata.txt to determine how the superseded data were derived.
 FA5295
 FA5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4972077545(NAD 83)
 FA5295_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5295_SP_SET: CONCRETE POST
 FA5295_STAMPING: BIXBY 1990
 FA5295_MARK LOGO: NCGS  
 FA5295_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5295+STABILITY: SURFACE MOTION
 FA5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5295+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 FA5295
 FA5295  HISTORY     - Date     Condition        Report By
 FA5295  HISTORY     - 1990     MONUMENTED       NCGS
 FA5295  HISTORY     - 19970602 GOOD             NCGS
 FA5295  HISTORY     - 20060407 GOOD             INDIV
 FA5295
 FA5295                          STATION DESCRIPTION
 FA5295
 FA5295'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5295'STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) NE OF BIXBY, AND 7.1
 FA5295'MI (11.4 KM) ENE OF MOCKSVILLE.
 FA5295'PROCEED ALONG NC 801 FOR 0.08 KM (0.05 MI) SOUTH FROM THE POST OFFICE
 FA5295'IN ADVANCE, THENCE WEST ALONG SR 1616 (CORNATZER ROAD) FOR 3.78 KM
 FA5295'(2.35 MI) TO STATION, ON THE SOUTH SIDE OF THE ROAD BETWEEN THE ROAD
 FA5295'AND THE RAILROAD TRACKS.
 FA5295'MARK IS 1 FOOT HIGHER THAN THE ROAD AND RECESSED 1 INCH BELOW THE
 FA5295'GROUND. LOCATED 13.6 M (44.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FA5295'SR 1616, 7.45 M (24.44 FT) NORTH-NORTHWEST OF THE NORTH RAIL--AND
 FA5295'24.35 M (79.89 FT) EAST OF A PEDESTAL AND GUARD POST, 22.4 M
 FA5295'(73.5 FT) SOUTHWEST OF ANOTHER PEDESTAL AND GUARD POST--BOTH WITH
 FA5295'REFERENCE TAGS.
 FA5295
 FA5295                          STATION RECOVERY (1997)
 FA5295
 FA5295'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA5295'THE STATION WAS RECOVERED AS DESCRIBED.
 FA5295
 FA5295                          STATION RECOVERY (2006)
 FA5295
 FA5295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 FA5295'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5296 ***********************************************************************
 FA5296  DESIGNATION -  BIXBY AZ MK
 FA5296  PID         -  FA5296
 FA5296  STATE/COUNTY-  NC/DAVIE
 FA5296  USGS QUAD   -  ADVANCE (1987)
 FA5296
 FA5296                         *CURRENT SURVEY CONTROL
 FA5296  ___________________________________________________________________
 FA5296* NAD 83(2001)-  35 56 24.26662(N)    080 27 08.54165(W)     NO CHECK  
 FA5296* NAVD 88     -       252.838  (meters)     829.52   (feet)  ADJUSTED  
 FA5296  ___________________________________________________________________
 FA5296  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FA5296  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FA5296  DYNAMIC HT  -         252.610 (meters)     828.77  (feet)  COMP
 FA5296  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 FA5296
 FA5296  HORZ ORDER  -  SECOND
 FA5296  VERT ORDER  -  SECOND    CLASS II
 FA5296
 FA5296.The horizontal coordinates were established by classical geodetic methods
 FA5296.and adjusted by the National Geodetic Survey in August 2005.
 FA5296.No horizontal observational check was made to the station.
 FA5296
 FA5296.The orthometric height was determined by differential leveling
 FA5296.and adjusted in July 1999.
 FA5296
 FA5296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5296
 FA5296.The geoid height was determined by GEOID03.
 FA5296
 FA5296.The dynamic height is computed by dividing the NAVD 88
 FA5296.geopotential number by the normal gravity value computed on the
 FA5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA5296.degrees latitude (g = 980.6199 gals.).
 FA5296
 FA5296.The modeled gravity was interpolated from observed gravity values.
 FA5296
 FA5296;                    North         East     Units Scale Factor Converg.
 FA5296;SPC NC       -   243,910.346   478,562.874   MT  0.99994463   -0 50 17.8
 FA5296;SPC NC       -   800,229.19  1,570,085.03   sFT  0.99994463   -0 50 17.8
 FA5296;UTM  17      - 3,977,440.374   549,393.898   MT  0.99963006   +0 19 17.1
 FA5296
 FA5296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5296!SPC NC       -   0.99996540  x   0.99994463  =   0.99991003
 FA5296!UTM  17      -   0.99996540  x   0.99963006  =   0.99959547
 FA5296
 FA5296                          SUPERSEDED SURVEY CONTROL
 FA5296
 FA5296  NAD 83(1986)-  35 56 24.27318(N)    080 27 08.54843(W) AD(       ) 2
 FA5296  NGVD 29 (06/09/93)  253.     (m)          830.     (f) VERT ANG    3  
 FA5296
 FA5296.Superseded values are not recommended for survey control.
 FA5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5296.See file dsdata.txt to determine how the superseded data were derived.
 FA5296
 FA5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4939477440(NAD 83)
 FA5296_MARKER: DZ = AZIMUTH MARK DISK
 FA5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5296_SP_SET: CONCRETE POST
 FA5296_STAMPING: BIXBY 1990
 FA5296_MARK LOGO: NCGS  
 FA5296_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5296+STABILITY: SURFACE MOTION
 FA5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5296+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 FA5296
 FA5296  HISTORY     - Date     Condition        Report By
 FA5296  HISTORY     - 1990     MONUMENTED       NCGS
 FA5296  HISTORY     - 19970602 GOOD             NCGS
 FA5296
 FA5296                          STATION DESCRIPTION
 FA5296
 FA5296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5296'STATION IS LOCATED APPROXIMATELY 6.9 MI (11.1 KM) ENE OF MOCKSVILLE,
 FA5296'AND 2.4 MI (3.9 KM) W OF ADVANCE.
 FA5296'PROCEED ALONG NC 801 FOR 0.08 KM (0.05 MI) SOUTH FROM THE POST OFFICE
 FA5296'IN ADVANCE, THENCE WEST ALONG SR 1616 (CORNATZER ROAD) FOR 4.1 KM
 FA5296'(2.5 MI) TO SR 1611 (FORK-BIXBY ROAD), IN THE SOUTHEAST CORNER OF THE
 FA5296'T-INTERSECTION.
 FA5296'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW THE
 FA5296'GROUND. LOCATED 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF SR 1616,
 FA5296'10.0 M (32.8 FT) EAST OF THE CENTERLINE OF SR 1611, 10.65 M
 FA5296'(34.94 FT) NORTH OF THE NORTH RAIL OF THE MAIN RAILROAD TRACK, 5.3 M
 FA5296'(17.4 FT) NORTHEAST OF THE EAST END OF A CULVERT UNDER SR 1611, 2.7 M
 FA5296'(8.9 FT) SOUTHWEST OF PEDESTAL (NO B 3-1), AND 51.55 M (169.13 FT)
 FA5296'WEST OF A RAILROAD SWITCH.
 FA5296
 FA5296                          STATION RECOVERY (1997)
 FA5296
 FA5296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA5296'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 FA5296'MARK IS 12.7 FT (3.9 M) NORTHEAST OF EAST END OF CULVERT UNDER SR 1611
 FA5296'AND 30.3 FT (9.2 M) SOUTH OF TELEPHONE MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE5409 ***********************************************************************
 DE5409  HT_MOD      -  This is a Height Modernization Survey Station.
 DE5409  DESIGNATION -  BIZZELL
 DE5409  PID         -  DE5409
 DE5409  STATE/COUNTY-  NC/JOHNSTON
 DE5409  USGS QUAD   -  KENLY WEST (1978)
 DE5409
 DE5409                         *CURRENT SURVEY CONTROL
 DE5409  ___________________________________________________________________
 DE5409* NAD 83(2007)-  35 32 48.49876(N)    078 10 50.04930(W)     ADJUSTED  
 DE5409* NAVD 88     -        63.31   (meters)     207.7    (feet)  GPS OBS   
 DE5409  ___________________________________________________________________
 DE5409  EPOCH DATE  -        2002.00
 DE5409  X           -   1,064,166.956 (meters)                     COMP
 DE5409  Y           -  -5,085,263.972 (meters)                     COMP
 DE5409  Z           -   3,687,411.237 (meters)                     COMP
 DE5409  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DE5409  ELLIP HEIGHT-          28.813 (meters)          (02/10/07) ADJUSTED
 DE5409  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 DE5409
 DE5409  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5409  Type    PID    Designation                      North   East  Ellip
 DE5409  -------------------------------------------------------------------
 DE5409  NETWORK DE5409 BIZZELL                           0.90   0.78   1.63
 DE5409  -------------------------------------------------------------------
 DE5409
 DE5409.The horizontal coordinates were established by GPS observations
 DE5409.and adjusted by the National Geodetic Survey in February 2007.
 DE5409
 DE5409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5409.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5409.The horizontal coordinates are valid at the epoch date displayed above.
 DE5409.The epoch date for horizontal control is a decimal equivalence
 DE5409.of Year/Month/Day.
 DE5409
 DE5409.The orthometric height was determined by GPS observations and a
 DE5409.high-resolution geoid model.
 DE5409.The orthometric height was determined by GPS observations and a
 DE5409.high-resolution geoid model using precise GPS observation and
 DE5409.processing techniques.
 DE5409
 DE5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5409
 DE5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5409
 DE5409.The ellipsoidal height was determined by GPS observations
 DE5409.and is referenced to NAD 83.
 DE5409
 DE5409.The geoid height was determined by GEOID03.
 DE5409
 DE5409;                    North         East     Units Scale Factor Converg.
 DE5409;SPC NC       -   199,627.403   683,895.191   MT  0.99988581   +0 28 22.6
 DE5409;SPC NC       -   654,944.24  2,243,746.14   sFT  0.99988581   +0 28 22.6
 DE5409;UTM  17      - 3,937,342.110   755,588.196   MT  1.00040509   +1 38 24.1
 DE5409
 DE5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5409!SPC NC       -   0.99999548  x   0.99988581  =   0.99988129
 DE5409!UTM  17      -   0.99999548  x   1.00040509  =   1.00040057
 DE5409
 DE5409:                Primary Azimuth Mark                     Grid Az
 DE5409:SPC NC       -  JOH 53                                   170 37 52.8
 DE5409:UTM  17      -  JOH 53                                   169 27 51.3
 DE5409
 DE5409|---------------------------------------------------------------------|
 DE5409| PID    Reference Object                     Distance      Geod. Az  |
 DE5409|                                                           dddmmss.s |
 DE5409| EZ2595 JOH 53                              482.225 METERS 1710615.4 |
 DE5409|---------------------------------------------------------------------|
 DE5409
 DE5409                          SUPERSEDED SURVEY CONTROL
 DE5409
 DE5409  NAD 83(2001)-  35 32 48.49897(N)    078 10 50.04919(W) AD(       ) 1
 DE5409  ELLIP H (03/13/03)   28.806  (m)                       GP(       ) 4 2
 DE5409  NAD 83(1986)-  35 32 48.50529(N)    078 10 50.05811(W) AD(       ) 1
 DE5409
 DE5409.Superseded values are not recommended for survey control.
 DE5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5409.See file dsdata.txt to determine how the superseded data were derived.
 DE5409
 DE5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5558837342(NAD 83)
 DE5409_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5409_STAMPING: BIZZELL
 DE5409_MARK LOGO: NCGS  
 DE5409_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5409+STABILITY: SURFACE MOTION
 DE5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5409+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5409
 DE5409  HISTORY     - Date     Condition        Report By
 DE5409  HISTORY     - 2001     MONUMENTED       NCGS
 DE5409
 DE5409                          STATION DESCRIPTION
 DE5409
 DE5409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE5409'STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST OF SMITHFIELD
 DE5409'AND 1.7 MI (2.7 KM) SOUTHEAST OF MICRO.
 DE5409'ALONG SR 2141 (BIZZELL GROVE RD) FOR 1.05 MI (1.69 KM) SOUTH FROM I-95
 DE5409'(EAST OF MICRO) TO SR 1001 (HINNANT-EDGERTON RD), IN THE SOUTHEAST
 DE5409'QUADRANT.
 DE5409'MARK IS ABOUT 3-FEET HIGHER THAN SR 2141 AND IS RECESSED 1-INCH BELOW
 DE5409'THE GROUND. LOCATED 42.1 FT (12.8 M) EAST OF THE CENTERLINE OF SR
 DE5409'2141, 56.7 FT (17.3 M) SOUTH OF THE CENTERLINE OF SR 1001, 4.7 FT (1.4
 DE5409'M) EAST-SOUTHEAST OF A RECTANGULAR TELEPHONE BOX, AND 18.0 FT (5.5 M)
 DE5409'SOUTHEAST OF A 3 BY 2-FOOT CATV BOX CENTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0103 ***********************************************************************
 EB0103  DESIGNATION -  BLA 1
 EB0103  PID         -  EB0103
 EB0103  STATE/COUNTY-  NC/BLADEN
 EB0103  USGS QUAD   -  WHITE LAKE (1986)
 EB0103
 EB0103                         *CURRENT SURVEY CONTROL
 EB0103  ___________________________________________________________________
 EB0103* NAD 83(1986)-  34 42 42.     (N)    078 27 26.     (W)     SCALED    
 EB0103* NAVD 88     -        22.509  (meters)      73.85   (feet)  ADJUSTED  
 EB0103  ___________________________________________________________________
 EB0103  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 EB0103  DYNAMIC HT  -          22.488 (meters)      73.78  (feet)  COMP
 EB0103  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 EB0103
 EB0103  VERT ORDER  -  SECOND    CLASS II
 EB0103
 EB0103.The horizontal coordinates were scaled from a topographic map and have
 EB0103.an estimated accuracy of +/- 6 seconds.
 EB0103
 EB0103.The orthometric height was determined by differential leveling
 EB0103.and adjusted in June 1991.
 EB0103
 EB0103.The geoid height was determined by GEOID03.
 EB0103
 EB0103.The dynamic height is computed by dividing the NAVD 88
 EB0103.geopotential number by the normal gravity value computed on the
 EB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0103.degrees latitude (g = 980.6199 gals.).
 EB0103
 EB0103.The modeled gravity was interpolated from observed gravity values.
 EB0103
 EB0103;                    North         East    Units  Estimated Accuracy
 EB0103;SPC NC       -   106,820.      659,320.      MT  (+/- 180 meters Scaled)
 EB0103
 EB0103                          SUPERSEDED SURVEY CONTROL
 EB0103
 EB0103  NGVD 29 (??/??/92)   22.776  (m)           74.72   (f) ADJ UNCH    2 2
 EB0103
 EB0103.Superseded values are not recommended for survey control.
 EB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0103.See file dsdata.txt to determine how the superseded data were derived.
 EB0103
 EB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU328440(NAD 83)
 EB0103_MARKER: DD = SURVEY DISK
 EB0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0103_SP_SET: HEADWALL
 EB0103_STAMPING: BLA 1 1974
 EB0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0103
 EB0103  HISTORY     - Date     Condition        Report By
 EB0103  HISTORY     - 1974     MONUMENTED       NCGS
 EB0103
 EB0103                          STATION DESCRIPTION
 EB0103
 EB0103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0103'4.3 MI NNE FROM WHITE LAKE.
 EB0103'BLA-1 IS LOCATED APPROXIMATELY 10.2 MILES ENE OF ELIZABETHTOWN.
 EB0103'TO REACH STATION FROM INTERSECTION OF US 701 AND NC 41 IN WHITE
 EB0103'LAKE, PROCEED NORTH ALONG US 701 FOR 4.5 MILES TO CULVERT FOR
 EB0103'COLLY CREEK AND STATION IN THE SW END OF THE NW HEADWALL, 25.5 FT
 EB0103'NNW OF C/L OF US 701, 0.6 FT SSE OF END OF HEADWALL, AND 45.2 FT
 EB0103'E OF 6 IN MAPLE W/ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL
 EB0103'HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0159 ***********************************************************************
 EB0159  CBN         -  This is a Cooperative Base Network Control Station.
 EB0159  DESIGNATION -  BLA 11
 EB0159  PID         -  EB0159
 EB0159  STATE/COUNTY-  NC/BLADEN
 EB0159  USGS QUAD   -  SINGLETARY LAKE (1986)
 EB0159
 EB0159                         *CURRENT SURVEY CONTROL
 EB0159  ___________________________________________________________________
 EB0159* NAD 83(2007)-  34 32 15.14345(N)    078 28 28.88543(W)     ADJUSTED  
 EB0159* NAVD 88     -        26.509  (meters)      86.97   (feet)  ADJUSTED  
 EB0159  ___________________________________________________________________
 EB0159  EPOCH DATE  -        2002.00
 EB0159  X           -   1,050,887.465 (meters)                     COMP
 EB0159  Y           -  -5,153,623.144 (meters)                     COMP
 EB0159  Z           -   3,595,718.264 (meters)                     COMP
 EB0159  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EB0159  ELLIP HEIGHT-          -8.579 (meters)          (02/10/07) ADJUSTED
 EB0159  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EB0159  DYNAMIC HT  -          26.483 (meters)      86.89  (feet)  COMP
 EB0159
 EB0159  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB0159  Type    PID    Designation                      North   East  Ellip
 EB0159  -------------------------------------------------------------------
 EB0159  NETWORK EB0159 BLA 11                            0.51   0.47   2.00
 EB0159  -------------------------------------------------------------------
 EB0159  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 EB0159
 EB0159  VERT ORDER  -  SECOND    CLASS II
 EB0159
 EB0159.The horizontal coordinates were established by GPS observations
 EB0159.and adjusted by the National Geodetic Survey in February 2007.
 EB0159
 EB0159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB0159.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB0159.The horizontal coordinates are valid at the epoch date displayed above.
 EB0159.The epoch date for horizontal control is a decimal equivalence
 EB0159.of Year/Month/Day.
 EB0159
 EB0159.The orthometric height was determined by differential leveling
 EB0159.and adjusted in June 1991.
 EB0159
 EB0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB0159
 EB0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0159
 EB0159.The ellipsoidal height was determined by GPS observations
 EB0159.and is referenced to NAD 83.
 EB0159
 EB0159.The geoid height was determined by GEOID03.
 EB0159
 EB0159.The dynamic height is computed by dividing the NAVD 88
 EB0159.geopotential number by the normal gravity value computed on the
 EB0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0159.degrees latitude (g = 980.6199 gals.).
 EB0159
 EB0159.The modeled gravity was interpolated from observed gravity values.
 EB0159
 EB0159;                    North         East     Units Scale Factor Converg.
 EB0159;SPC NC       -    87,491.168   657,821.358   MT  0.99994970   +0 18 11.5
 EB0159;SPC NC       -   287,043.94  2,158,202.24   sFT  0.99994970   +0 18 11.5
 EB0159;UTM  17      - 3,824,656.618   731,754.665   MT  1.00026207   +1 25 56.5
 EB0159
 EB0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0159!SPC NC       -   1.00000135  x   0.99994970  =   0.99995105
 EB0159!UTM  17      -   1.00000135  x   1.00026207  =   1.00026342
 EB0159
 EB0159                          SUPERSEDED SURVEY CONTROL
 EB0159
 EB0159  NAD 83(2001)-  34 32 15.14366(N)    078 28 28.88499(W) AD(       ) B
 EB0159  ELLIP H (01/30/03)   -8.572  (m)                       GP(       ) 4 2
 EB0159  NAD 83(1986)-  34 32 15.15158(N)    078 28 28.89576(W) AD(       ) 1
 EB0159  NAD 83(1995)-  34 32 15.14390(N)    078 28 28.88430(W) AD(       ) B
 EB0159  ELLIP H (09/11/96)   -8.582  (m)                       GP(       ) 4 1
 EB0159  NAVD 88 (09/11/96)   26.51   (m)           87.0    (f) LEVELING    3  
 EB0159  NGVD 29 (??/??/92)   26.802  (m)           87.93   (f) ADJ UNCH    2 2
 EB0159
 EB0159.Superseded values are not recommended for survey control.
 EB0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0159.See file dsdata.txt to determine how the superseded data were derived.
 EB0159
 EB0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3175524657(NAD 83)
 EB0159_MARKER: DB = BENCH MARK DISK
 EB0159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB0159_SP_SET: CONCRETE SIGN BASE
 EB0159_STAMPING: BLA 11 1974
 EB0159_MARK LOGO: NCGS  
 EB0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0159+STABILITY: SURFACE MOTION
 EB0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0159+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 EB0159
 EB0159  HISTORY     - Date     Condition        Report By
 EB0159  HISTORY     - 1974     MONUMENTED       NCGS
 EB0159  HISTORY     - 19950202 GOOD             NCGS
 EB0159  HISTORY     - 20060629 GOOD             NCGS
 EB0159  HISTORY     - 20060906 GOOD             WOOLPT
 EB0159  HISTORY     - 20060906 GOOD             WOOLPT
 EB0159
 EB0159                          STATION DESCRIPTION
 EB0159
 EB0159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0159'8.2 MI N FROM COUNCIL.
 EB0159'BLA-11 IS LOCATED APPROXIMATELY 9.7 MILES SE OF ELIZABETHTOWN.  TO
 EB0159'REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND
 EB0159'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN, PROCEED NW ALONG NC 87 FOR
 EB0159'6.60 MILES TO THE INTERSECTION WITH SR 1715, AND STATION ON THE
 EB0159'NE SIDE OF INTERSECTION IN THE TOP OF A CONCRETE BASE FOR A SIGN
 EB0159'(NOT ERECTED) IN FRONT OF A WHITE BLOCK BUILDING, 64.4 FT NE OF
 EB0159'C/L OF NC 87, 23.2 FT WSW OF SOUTH CORNER OF BLOCK BUILDING, AND
 EB0159'88.6 FT SE OF PP 8690 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH
 EB0159'IN DRILL HOLE IN CONCRETE SIGN BASE.
 EB0159
 EB0159                          STATION RECOVERY (1995)
 EB0159
 EB0159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB0159'RECOVERED BY NCGS IN 1995 IN GOOD CONDITION. STATION IS LOCATED ABOUT
 EB0159'9.7 MI (15.6 KM) SOUTHEAST OF ELIZABETHTOWN. ALONG NC 87 FOR 10.0 MI
 EB0159'(16.1 KM) SOUTHEAST FROM US 701 INTERSECTION AT SR 1715 (BLADEN
 EB0159'SPRINGS ROAD), ON THE NORTHEAST SIDE OF INTERSECTION IN THE TOP OF A
 EB0159'CONCRETE BASE FOR A SIGN (NOT ERECTED) IN FRONT OF A WHITE BLOCK
 EB0159'BUILDING. MARK IS LOCATED 64.4 FT (19.6 M) NORTHEAST OF THE CENTERLINE
 EB0159'OF NC 87, 23.2 FT (7.1 M) WEST-SOUTHWEST OF SOUTH CORNER OF BLOCK
 EB0159'BUILDING, AND 88.6 FT (27.0 M) SOUTHEAST OF POWER POLE 8690 WITH A
 EB0159'REFERENCE TAG. DISK IS SET FLUSH IN A DRILL HOLE IN CONCRETE SIGN
 EB0159'BASE.
 EB0159
 EB0159                          STATION RECOVERY (2006)
 EB0159
 EB0159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EB0159'RECOVERED AS DESCRIBED.
 EB0159
 EB0159                          STATION RECOVERY (2006)
 EB0159
 EB0159'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JY)
 EB0159'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EB0159
 EB0159                          STATION RECOVERY (2006)
 EB0159
 EB0159'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (JY)
 EB0159'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0160 ***********************************************************************
 EB0160  DESIGNATION -  BLA 12
 EB0160  PID         -  EB0160
 EB0160  STATE/COUNTY-  NC/BLADEN
 EB0160  USGS QUAD   -  SINGLETARY LAKE (1986)
 EB0160
 EB0160                         *CURRENT SURVEY CONTROL
 EB0160  ___________________________________________________________________
 EB0160* NAD 83(1986)-  34 31 48.     (N)    078 27 37.     (W)     SCALED    
 EB0160* NAVD 88     -        25.484  (meters)      83.61   (feet)  ADJUSTED  
 EB0160  ___________________________________________________________________
 EB0160  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 EB0160  DYNAMIC HT  -          25.460 (meters)      83.53  (feet)  COMP
 EB0160  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EB0160
 EB0160  VERT ORDER  -  SECOND    CLASS II
 EB0160
 EB0160.The horizontal coordinates were scaled from a topographic map and have
 EB0160.an estimated accuracy of +/- 6 seconds.
 EB0160
 EB0160.The orthometric height was determined by differential leveling
 EB0160.and adjusted in June 1991.
 EB0160
 EB0160.The geoid height was determined by GEOID03.
 EB0160
 EB0160.The dynamic height is computed by dividing the NAVD 88
 EB0160.geopotential number by the normal gravity value computed on the
 EB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0160.degrees latitude (g = 980.6199 gals.).
 EB0160
 EB0160.The modeled gravity was interpolated from observed gravity values.
 EB0160
 EB0160;                    North         East    Units  Estimated Accuracy
 EB0160;SPC NC       -    86,660.      659,150.      MT  (+/- 180 meters Scaled)
 EB0160
 EB0160                          SUPERSEDED SURVEY CONTROL
 EB0160
 EB0160  NGVD 29 (??/??/92)   25.778  (m)           84.57   (f) ADJ UNCH    2 2
 EB0160
 EB0160.Superseded values are not recommended for survey control.
 EB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0160.See file dsdata.txt to determine how the superseded data were derived.
 EB0160
 EB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU330238(NAD 83)
 EB0160_MARKER: DD = SURVEY DISK
 EB0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0160_SP_SET: CULVERT
 EB0160_STAMPING: BLA 12 1974
 EB0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0160
 EB0160  HISTORY     - Date     Condition        Report By
 EB0160  HISTORY     - 1974     MONUMENTED       NCGS
 EB0160
 EB0160                          STATION DESCRIPTION
 EB0160
 EB0160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0160'7.5 MI N FROM COUNCIL.
 EB0160'BLA-12 IS LOCATED APPROXIMATELY 11.0 MILES SE OF ELIZABETHTOWN.
 EB0160'TO REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND
 EB0160'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED NW
 EB0160'ALONG NC 87 FOR 5.40 MILES TO A DIRT DRIVEWAY LEADING NE AND
 EB0160'STATION ON RIGHT IN NW END OF A CONCRETE HEADWALL ON THE NW SIDE
 EB0160'OF DRIVEWAY, AND 0.95 MILE NW OF INTERSECTION WITH SR 1712, 24.5
 EB0160'FT NE OF C/L OF NC 87, 20.7 FT NW OF DRIVEWAY, AND 177.6 FT NW OF
 EB0160'PP 8663 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG.  DISK IS SET
 EB0160'FLUSH IN DRILL HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0162 ***********************************************************************
 EB0162  DESIGNATION -  BLA 14
 EB0162  PID         -  EB0162
 EB0162  STATE/COUNTY-  NC/BLADEN
 EB0162  USGS QUAD   -  SINGLETARY LAKE (1986)
 EB0162
 EB0162                         *CURRENT SURVEY CONTROL
 EB0162  ___________________________________________________________________
 EB0162* NAD 83(1986)-  34 30 26.     (N)    078 26 27.     (W)     SCALED    
 EB0162* NAVD 88     -        26.196  (meters)      85.94   (feet)  ADJUSTED  
 EB0162  ___________________________________________________________________
 EB0162  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EB0162  DYNAMIC HT  -          26.170 (meters)      85.86  (feet)  COMP
 EB0162  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EB0162
 EB0162  VERT ORDER  -  SECOND    CLASS II
 EB0162
 EB0162.The horizontal coordinates were scaled from a topographic map and have
 EB0162.an estimated accuracy of +/- 6 seconds.
 EB0162
 EB0162.The orthometric height was determined by differential leveling
 EB0162.and adjusted in June 1991.
 EB0162
 EB0162.The geoid height was determined by GEOID03.
 EB0162
 EB0162.The dynamic height is computed by dividing the NAVD 88
 EB0162.geopotential number by the normal gravity value computed on the
 EB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0162.degrees latitude (g = 980.6199 gals.).
 EB0162
 EB0162.The modeled gravity was interpolated from observed gravity values.
 EB0162
 EB0162;                    North         East    Units  Estimated Accuracy
 EB0162;SPC NC       -    84,150.      660,950.      MT  (+/- 180 meters Scaled)
 EB0162
 EB0162                          SUPERSEDED SURVEY CONTROL
 EB0162
 EB0162  NGVD 29 (??/??/92)   26.491  (m)           86.91   (f) ADJ UNCH    2 2
 EB0162
 EB0162.Superseded values are not recommended for survey control.
 EB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0162.See file dsdata.txt to determine how the superseded data were derived.
 EB0162
 EB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU349213(NAD 83)
 EB0162_MARKER: DD = SURVEY DISK
 EB0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0162_SP_SET: CULVERT
 EB0162_STAMPING: BLA 14 1974
 EB0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0162
 EB0162  HISTORY     - Date     Condition        Report By
 EB0162  HISTORY     - 1974     MONUMENTED       NCGS
 EB0162
 EB0162                          STATION DESCRIPTION
 EB0162
 EB0162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0162'6.2 MI N FROM COUNCIL.
 EB0162'BLA-14 IS LOCATED APPROXIMATELY 12.6 MILES SE OF ELIZABETHTOWN.  TO
 EB0162'REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND
 EB0162'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED NW
 EB0162'ALONG NC 87 FOR 3.70 MILES TO STATION ON THE RIGHT IN NW END OF
 EB0162'CONCRETE HEADWALL, AND 0.30 MILE SE OF INTERSECTION WITH SR 1722,
 EB0162'36.0 FT NE OF C/L OF NC 87, 0.8 FT SE OF NW END OF HEADWALL, AND
 EB0162'143.0 FT SE OF PP 8399 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH
 EB0162'IN DRILLED HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0388 ***********************************************************************
 EB0388  DESIGNATION -  BLA 15
 EB0388  PID         -  EB0388
 EB0388  STATE/COUNTY-  NC/BLADEN
 EB0388  USGS QUAD   -  COUNCIL (1986)
 EB0388
 EB0388                         *CURRENT SURVEY CONTROL
 EB0388  ___________________________________________________________________
 EB0388* NAD 83(1986)-  34 29 29.     (N)    078 25 55.     (W)     SCALED    
 EB0388* NAVD 88     -        23.174  (meters)      76.03   (feet)  ADJUSTED  
 EB0388  ___________________________________________________________________
 EB0388  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EB0388  DYNAMIC HT  -          23.151 (meters)      75.95  (feet)  COMP
 EB0388  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 EB0388
 EB0388  VERT ORDER  -  SECOND    CLASS II
 EB0388
 EB0388.The horizontal coordinates were scaled from a topographic map and have
 EB0388.an estimated accuracy of +/- 6 seconds.
 EB0388
 EB0388.The orthometric height was determined by differential leveling
 EB0388.and adjusted in June 1991.
 EB0388
 EB0388.The geoid height was determined by GEOID03.
 EB0388
 EB0388.The dynamic height is computed by dividing the NAVD 88
 EB0388.geopotential number by the normal gravity value computed on the
 EB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0388.degrees latitude (g = 980.6199 gals.).
 EB0388
 EB0388.The modeled gravity was interpolated from observed gravity values.
 EB0388
 EB0388;                    North         East    Units  Estimated Accuracy
 EB0388;SPC NC       -    82,390.      661,770.      MT  (+/- 180 meters Scaled)
 EB0388
 EB0388                          SUPERSEDED SURVEY CONTROL
 EB0388
 EB0388  NGVD 29 (??/??/92)   23.468  (m)           76.99   (f) ADJ UNCH    2 2
 EB0388
 EB0388.Superseded values are not recommended for survey control.
 EB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0388.See file dsdata.txt to determine how the superseded data were derived.
 EB0388
 EB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU358196(NAD 83)
 EB0388_MARKER: DD = SURVEY DISK
 EB0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0388_SP_SET: CULVERT
 EB0388_STAMPING: BLA 15 1974
 EB0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0388
 EB0388  HISTORY     - Date     Condition        Report By
 EB0388  HISTORY     - 1974     MONUMENTED       NCGS
 EB0388
 EB0388                          STATION DESCRIPTION
 EB0388
 EB0388'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0388'5.4 MI NNE FROM COUNCIL.
 EB0388'BLA-15 IS LOCATED APPROXIMATELY 13.8 MILES SE OF ELIZABETHTOWN.
 EB0388'TO REACH STATION FROM CARVERS CROSSROADS (INTERSECTION OF NC
 EB0388'87 AND SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD,
 EB0388'PROCEED NW ALONG NC 87 FOR 2.40 MILES TO STATION ON THE LEFT IN THE
 EB0388'SOUTH END OF A CONCRETE HEADWALL, AND 0.50 MILE NW OF INTERSECTION
 EB0388'WITH SR 1724, 29.8 FT WSW OF C/L OF NC 87, 82.6 FT NNW OF C/L
 EB0388'OF DRIVEWAY LEADING TO A TOBACCO BARN, 0.9 FT NNW OF SOUTH END OF
 EB0388'HEADWALL, AND 107.8 FT NNE OF PP 38342 WITH TRANSFORMER AND WITH
 EB0388'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF
 EB0388'CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0390 ***********************************************************************
 EB0390  DESIGNATION -  BLA 17
 EB0390  PID         -  EB0390
 EB0390  STATE/COUNTY-  NC/BLADEN
 EB0390  USGS QUAD   -  COUNCIL (1986)
 EB0390
 EB0390                         *CURRENT SURVEY CONTROL
 EB0390  ___________________________________________________________________
 EB0390* NAD 83(1986)-  34 28 11.     (N)    078 25 10.     (W)     SCALED    
 EB0390* NAVD 88     -        22.033  (meters)      72.29   (feet)  ADJUSTED  
 EB0390  ___________________________________________________________________
 EB0390  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EB0390  DYNAMIC HT  -          22.012 (meters)      72.22  (feet)  COMP
 EB0390  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 EB0390
 EB0390  VERT ORDER  -  SECOND    CLASS II
 EB0390
 EB0390.The horizontal coordinates were scaled from a topographic map and have
 EB0390.an estimated accuracy of +/- 6 seconds.
 EB0390
 EB0390.The orthometric height was determined by differential leveling
 EB0390.and adjusted in June 1991.
 EB0390
 EB0390.The geoid height was determined by GEOID03.
 EB0390
 EB0390.The dynamic height is computed by dividing the NAVD 88
 EB0390.geopotential number by the normal gravity value computed on the
 EB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0390.degrees latitude (g = 980.6199 gals.).
 EB0390
 EB0390.The modeled gravity was interpolated from observed gravity values.
 EB0390
 EB0390;                    North         East    Units  Estimated Accuracy
 EB0390;SPC NC       -    80,000.      662,940.      MT  (+/- 180 meters Scaled)
 EB0390
 EB0390                          SUPERSEDED SURVEY CONTROL
 EB0390
 EB0390  NGVD 29 (??/??/92)   22.328  (m)           73.25   (f) ADJ UNCH    2 2
 EB0390
 EB0390.Superseded values are not recommended for survey control.
 EB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0390.See file dsdata.txt to determine how the superseded data were derived.
 EB0390
 EB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU370172(NAD 83)
 EB0390_MARKER: DD = SURVEY DISK
 EB0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0390_SP_SET: CULVERT
 EB0390_STAMPING: BLA 17 1974
 EB0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0390
 EB0390  HISTORY     - Date     Condition        Report By
 EB0390  HISTORY     - 1974     MONUMENTED       NCGS
 EB0390
 EB0390                          STATION DESCRIPTION
 EB0390
 EB0390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0390'4.4 MI NE FROM COUNCIL.
 EB0390'BLA-17 IS LOCATED APPROXIMATELY 15.5 MILES SE OF ELIZABETHTOWN.
 EB0390'TO REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87
 EB0390'AND SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED
 EB0390'NW ALONG NC 87 FOR 0.70 MILE TO STATION ON THE LEFT IN TOP OF
 EB0390'THE SOUTH END OF A CONCRETE HEADWALL, AND 0.05 MILE SSE OF
 EB0390'INTERSECTION WITH SR 1779, 31.0 FT WSW OF C/L OF NC 87, 0.9 FT
 EB0390'NNW OF SOUTH END OF HEADWALL, AND 36.8 FT NORTH OF PP 8526.  DISK
 EB0390'IS SET FLUSH IN DRILLED HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0391 ***********************************************************************
 EB0391  DESIGNATION -  BLA 18
 EB0391  PID         -  EB0391
 EB0391  STATE/COUNTY-  NC/BLADEN
 EB0391  USGS QUAD   -  COUNCIL (1986)
 EB0391
 EB0391                         *CURRENT SURVEY CONTROL
 EB0391  ___________________________________________________________________
 EB0391* NAD 83(1986)-  34 27 39.     (N)    078 24 43.     (W)     SCALED    
 EB0391* NAVD 88     -        20.819  (meters)      68.30   (feet)  ADJUSTED  
 EB0391  ___________________________________________________________________
 EB0391  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EB0391  DYNAMIC HT  -          20.799 (meters)      68.24  (feet)  COMP
 EB0391  MODELED GRAV-     979,673.4   (mgal)                       NAVD 88
 EB0391
 EB0391  VERT ORDER  -  SECOND    CLASS II
 EB0391
 EB0391.The horizontal coordinates were scaled from a topographic map and have
 EB0391.an estimated accuracy of +/- 6 seconds.
 EB0391
 EB0391.The orthometric height was determined by differential leveling
 EB0391.and adjusted in June 1991.
 EB0391
 EB0391.The geoid height was determined by GEOID03.
 EB0391
 EB0391.The dynamic height is computed by dividing the NAVD 88
 EB0391.geopotential number by the normal gravity value computed on the
 EB0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0391.degrees latitude (g = 980.6199 gals.).
 EB0391
 EB0391.The modeled gravity was interpolated from observed gravity values.
 EB0391
 EB0391;                    North         East    Units  Estimated Accuracy
 EB0391;SPC NC       -    79,020.      663,630.      MT  (+/- 180 meters Scaled)
 EB0391
 EB0391                          SUPERSEDED SURVEY CONTROL
 EB0391
 EB0391  NGVD 29 (??/??/92)   21.114  (m)           69.27   (f) ADJ UNCH    2 2
 EB0391
 EB0391.Superseded values are not recommended for survey control.
 EB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0391.See file dsdata.txt to determine how the superseded data were derived.
 EB0391
 EB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU377162(NAD 83)
 EB0391_MARKER: DD = SURVEY DISK
 EB0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0391_SP_SET: CULVERT
 EB0391_STAMPING: BLA 18 1974
 EB0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0391
 EB0391  HISTORY     - Date     Condition        Report By
 EB0391  HISTORY     - 1974     MONUMENTED       NCGS
 EB0391
 EB0391                          STATION DESCRIPTION
 EB0391
 EB0391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0391'4.3 MI NE FROM COUNCIL.
 EB0391'BLA-18 IS LOCATED APPROXIMATELY 16.0 MILES SE OF ELIZABETHTOWN,
 EB0391'IN THE EAST QUADRANT OF INTERSECTION OF NC 87 AND SR 1730 AT
 EB0391'CARVERS CROSSROADS, IN THE NW END OF A CONCRETE HEADWALL, AND
 EB0391'DIRECTLY IN FRONT OF AN ELECTRIC POWER SUB STATION, 34.3 FT NE
 EB0391'OF C/L OF NC 87, 0.8 FT SE OF NW END OF HEADWALL, 81.3 FT SW OF
 EB0391'WEST CORNER OF FENCE AROUND SUB STATION, AND 35.4 FT SW OF PP
 EB0391'6523.  DISK IS SET FLUSH IN DRILLED HOLE IN CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0407 ***********************************************************************
 EB0407  DESIGNATION -  BLA 19
 EB0407  PID         -  EB0407
 EB0407  STATE/COUNTY-  NC/BLADEN
 EB0407  USGS QUAD   -  COUNCIL (1986)
 EB0407
 EB0407                         *CURRENT SURVEY CONTROL
 EB0407  ___________________________________________________________________
 EB0407* NAD 83(1986)-  34 27 08.     (N)    078 25 37.     (W)     SCALED    
 EB0407* NAVD 88     -        13.247  (meters)      43.46   (feet)  ADJUSTED  
 EB0407  ___________________________________________________________________
 EB0407  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EB0407  DYNAMIC HT  -          13.234 (meters)      43.42  (feet)  COMP
 EB0407  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EB0407
 EB0407  VERT ORDER  -  SECOND    CLASS II
 EB0407
 EB0407.The horizontal coordinates were scaled from a topographic map and have
 EB0407.an estimated accuracy of +/- 6 seconds.
 EB0407
 EB0407.The orthometric height was determined by differential leveling
 EB0407.and adjusted in June 1991.
 EB0407
 EB0407.The geoid height was determined by GEOID03.
 EB0407
 EB0407.The dynamic height is computed by dividing the NAVD 88
 EB0407.geopotential number by the normal gravity value computed on the
 EB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0407.degrees latitude (g = 980.6199 gals.).
 EB0407
 EB0407.The modeled gravity was interpolated from observed gravity values.
 EB0407
 EB0407;                    North         East    Units  Estimated Accuracy
 EB0407;SPC NC       -    78,050.      662,260.      MT  (+/- 180 meters Scaled)
 EB0407
 EB0407                          SUPERSEDED SURVEY CONTROL
 EB0407
 EB0407  NGVD 29 (??/??/92)   13.544  (m)           44.44   (f) ADJ UNCH    2 2
 EB0407
 EB0407.Superseded values are not recommended for survey control.
 EB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0407.See file dsdata.txt to determine how the superseded data were derived.
 EB0407
 EB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU363153(NAD 83)
 EB0407_MARKER: DD = SURVEY DISK
 EB0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB0407_SP_SET: BRIDGE
 EB0407_STAMPING: BLA 19 1974
 EB0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0407
 EB0407  HISTORY     - Date     Condition        Report By
 EB0407  HISTORY     - 1974     MONUMENTED       NCGS
 EB0407
 EB0407                          STATION DESCRIPTION
 EB0407
 EB0407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0407'3.2 MI ENE FROM COUNCIL.
 EB0407'BLA-19 IS LOCATED APPROXIMATELY 16.0 MILES SE OF ELIZABETHTOWN.
 EB0407'TO REACH STATION FROM INTERSECTION OF NC 211 AND SR 2730 IN
 EB0407'COUNCIL, PROCEED NE ALONG SR 1730 FOR 3.4 MILES TO BRIDGE OVER
 EB0407'CARVERS CREEK AND STATION ON LEFT IN SW END OF CONCRETE HEADWALL,
 EB0407'1.0 MILE SW OF CARVERS CROSSROADS, 17.3 FT SE OF C/L OF SR 1730,
 EB0407'1.0 FT NE OF SW END OF HEADWALL, AND 2.8 FT NE OF HEADWALL REFLECTOR
 EB0407'SIGN POST WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL
 EB0407'HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0658 ***********************************************************************
 EB0658  DESIGNATION -  BLA 2
 EB0658  PID         -  EB0658
 EB0658  STATE/COUNTY-  NC/BLADEN
 EB0658  USGS QUAD   -  ELIZABETHTOWN NORTH (1987)
 EB0658
 EB0658                         *CURRENT SURVEY CONTROL
 EB0658  ___________________________________________________________________
 EB0658* NAD 83(1986)-  34 38 15.     (N)    078 35 56.     (W)     SCALED    
 EB0658* NAVD 88     -        17.362  (meters)      56.96   (feet)  ADJUSTED  
 EB0658  ___________________________________________________________________
 EB0658  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 EB0658  DYNAMIC HT  -          17.346 (meters)      56.91  (feet)  COMP
 EB0658  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 EB0658
 EB0658  VERT ORDER  -  SECOND    CLASS II
 EB0658
 EB0658.The horizontal coordinates were scaled from a topographic map and have
 EB0658.an estimated accuracy of +/- 6 seconds.
 EB0658
 EB0658.The orthometric height was determined by differential leveling
 EB0658.and adjusted in June 1991.
 EB0658
 EB0658.The geoid height was determined by GEOID03.
 EB0658
 EB0658.The dynamic height is computed by dividing the NAVD 88
 EB0658.geopotential number by the normal gravity value computed on the
 EB0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0658.degrees latitude (g = 980.6199 gals.).
 EB0658
 EB0658.The modeled gravity was interpolated from observed gravity values.
 EB0658
 EB0658;                    North         East    Units  Estimated Accuracy
 EB0658;SPC NC       -    98,530.      646,380.      MT  (+/- 180 meters Scaled)
 EB0658
 EB0658                          SUPERSEDED SURVEY CONTROL
 EB0658
 EB0658  NGVD 29 (??/??/92)   17.655  (m)           57.92   (f) ADJ UNCH    2 2
 EB0658
 EB0658.Superseded values are not recommended for survey control.
 EB0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0658.See file dsdata.txt to determine how the superseded data were derived.
 EB0658
 EB0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU200354(NAD 83)
 EB0658_MARKER: DD = SURVEY DISK
 EB0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB0658_SP_SET: BRIDGE WINGWALL
 EB0658_STAMPING: BLA 2 1974
 EB0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0658
 EB0658  HISTORY     - Date     Condition        Report By
 EB0658  HISTORY     - 1974     MONUMENTED       NCGS
 EB0658  HISTORY     - 20050326 GOOD             GEOCAC
 EB0658
 EB0658                          STATION DESCRIPTION
 EB0658
 EB0658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0658'0.7 MI NE FROM ELIZABETHTOWN.
 EB0658'TO REACH STATION FROM INTERSECTION OF US 701 WITH NC 87 AND 242 IN
 EB0658'ELIZABETHTOWN, PROCEED NORTH ALONG US 701 FOR 0.7 MILE TO BRIDGE
 EB0658'OVER CREEK AND STATION IN SE WINGWALL, 0.6 MILE SOUTH OF INTERSECTION
 EB0658'WITH NC 41 - 53 - 242 AT SUTTONS CORNER, 19.3 FT ESE OF C/L
 EB0658'OF US 701, 0.8 FT WNW OF E END OF WINGWALL, AND 2.9 FT ESE OF S
 EB0658'END OF GUARD RAIL.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EB0658'WINGWALL.
 EB0658
 EB0658                          STATION RECOVERY (2005)
 EB0658
 EB0658'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0658'RECOVERED GOOD AS DESCRIBED IN 1974 BY NCGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0408 ***********************************************************************
 EB0408  DESIGNATION -  BLA 20
 EB0408  PID         -  EB0408
 EB0408  STATE/COUNTY-  NC/BLADEN
 EB0408  USGS QUAD   -  COUNCIL (1986)
 EB0408
 EB0408                         *CURRENT SURVEY CONTROL
 EB0408  ___________________________________________________________________
 EB0408* NAD 83(1986)-  34 26 12.     (N)    078 26 24.     (W)     SCALED    
 EB0408* NAVD 88     -        21.782  (meters)      71.46   (feet)  ADJUSTED  
 EB0408  ___________________________________________________________________
 EB0408  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EB0408  DYNAMIC HT  -          21.761 (meters)      71.39  (feet)  COMP
 EB0408  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EB0408
 EB0408  VERT ORDER  -  SECOND    CLASS II
 EB0408
 EB0408.The horizontal coordinates were scaled from a topographic map and have
 EB0408.an estimated accuracy of +/- 6 seconds.
 EB0408
 EB0408.The orthometric height was determined by differential leveling
 EB0408.and adjusted in June 1991.
 EB0408
 EB0408.The geoid height was determined by GEOID03.
 EB0408
 EB0408.The dynamic height is computed by dividing the NAVD 88
 EB0408.geopotential number by the normal gravity value computed on the
 EB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0408.degrees latitude (g = 980.6199 gals.).
 EB0408
 EB0408.The modeled gravity was interpolated from observed gravity values.
 EB0408
 EB0408;                    North         East    Units  Estimated Accuracy
 EB0408;SPC NC       -    76,320.      661,070.      MT  (+/- 180 meters Scaled)
 EB0408
 EB0408                          SUPERSEDED SURVEY CONTROL
 EB0408
 EB0408  NGVD 29 (??/??/92)   22.081  (m)           72.44   (f) ADJ UNCH    2 2
 EB0408
 EB0408.Superseded values are not recommended for survey control.
 EB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0408.See file dsdata.txt to determine how the superseded data were derived.
 EB0408
 EB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU352135(NAD 83)
 EB0408_MARKER: DD = SURVEY DISK
 EB0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0408_SP_SET: PORCH
 EB0408_STAMPING: BLA 20 1974
 EB0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0408
 EB0408  HISTORY     - Date     Condition        Report By
 EB0408  HISTORY     - 1974     MONUMENTED       NCGS
 EB0408
 EB0408                          STATION DESCRIPTION
 EB0408
 EB0408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0408'2 MI NE FROM COUNCIL.
 EB0408'BLA-20 IS LOCATED APPROXIMATELY 16.3 MILES SE OF ELIZABETHTOWN.  TO
 EB0408'REACH STATION FROM INTERSECTION OF NC 211 AND SR 1730 IN COUNCIL,
 EB0408'PROCEED NE ALONG SR 1730 FOR 2.0 MILES TO SR 1745 AND STATION EAST
 EB0408'OF THE Y-INTERSECTION AT THE BALTIMORE BAPTIST CHURCH, 2.5 MILES
 EB0408'SW OF CARVERS CROSSROADS, IN SE SIDE OF CONCRETE PORCH
 EB0408'IN FRONT OF CHURCH, 119.8 FT NORTH OF C/L OF SR 1745, AND 12.6 FT
 EB0408'NW OF SOUTH CORNER OF CHURCH.  DISK IS SET FLUSH IN DRILL HOLE IN
 EB0408'CONCRETE PORCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0392 ***********************************************************************
 EB0392  DESIGNATION -  BLA 21
 EB0392  PID         -  EB0392
 EB0392  STATE/COUNTY-  NC/BLADEN
 EB0392  USGS QUAD   -  COUNCIL (1986)
 EB0392
 EB0392                         *CURRENT SURVEY CONTROL
 EB0392  ___________________________________________________________________
 EB0392* NAD 83(1986)-  34 27 10.     (N)    078 24 15.     (W)     SCALED    
 EB0392* NAVD 88     -        10.696  (meters)      35.09   (feet)  ADJUSTED  
 EB0392  ___________________________________________________________________
 EB0392  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 EB0392  DYNAMIC HT  -          10.685 (meters)      35.06  (feet)  COMP
 EB0392  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 EB0392
 EB0392  VERT ORDER  -  SECOND    CLASS II
 EB0392
 EB0392.The horizontal coordinates were scaled from a topographic map and have
 EB0392.an estimated accuracy of +/- 6 seconds.
 EB0392
 EB0392.The orthometric height was determined by differential leveling
 EB0392.and adjusted in June 1991.
 EB0392
 EB0392.The geoid height was determined by GEOID03.
 EB0392
 EB0392.The dynamic height is computed by dividing the NAVD 88
 EB0392.geopotential number by the normal gravity value computed on the
 EB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0392.degrees latitude (g = 980.6199 gals.).
 EB0392
 EB0392.The modeled gravity was interpolated from observed gravity values.
 EB0392
 EB0392;                    North         East    Units  Estimated Accuracy
 EB0392;SPC NC       -    78,130.      664,350.      MT  (+/- 180 meters Scaled)
 EB0392
 EB0392                          SUPERSEDED SURVEY CONTROL
 EB0392
 EB0392  NGVD 29 (??/??/92)   10.991  (m)           36.06   (f) ADJ UNCH    2 2
 EB0392
 EB0392.Superseded values are not recommended for survey control.
 EB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0392.See file dsdata.txt to determine how the superseded data were derived.
 EB0392
 EB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU384154(NAD 83)
 EB0392_MARKER: DD = SURVEY DISK
 EB0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0392_SP_SET: CULVERT
 EB0392_STAMPING: BLA 21 1974
 EB0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0392
 EB0392  HISTORY     - Date     Condition        Report By
 EB0392  HISTORY     - 1974     MONUMENTED       NCGS
 EB0392
 EB0392                          STATION DESCRIPTION
 EB0392
 EB0392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0392'4.3 MI ENE FROM COUNCIL.
 EB0392'BLA-21 IS LOCATED APPROXIMATELY 16.8 MILES SE OF ELIZABETHTOWN.
 EB0392'TO REACH STATION FROM CARVERS CROSSROADS (INTERSECTION OF NC
 EB0392'87 AND SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD,
 EB0392'PROCEED SE ALONG NC 87 FOR 0.80 MILE TO STATION ON THE RIGHT
 EB0392'IN THE SE END OF CONCRETE HEADWALL OVER CARVERS CREEK, AND
 EB0392'APPROXIMATELY 175 FEET NW OF INTERSECTION WITH SR 1732, 35.8
 EB0392'FT SW OF C/L OF NC 87, 180.6 FT NW OF C/L OF INTERSECTION OF SR 1732
 EB0392'WITH NC 87, AND 0.8 FT NW OF SE END OF HEADWALL.  DISK IS
 EB0392'SET FLUSH IN DRILL HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0393 ***********************************************************************
 EB0393  DESIGNATION -  BLA 22
 EB0393  PID         -  EB0393
 EB0393  STATE/COUNTY-  NC/BLADEN
 EB0393  USGS QUAD   -  COUNCIL (1986)
 EB0393
 EB0393                         *CURRENT SURVEY CONTROL
 EB0393  ___________________________________________________________________
 EB0393* NAD 83(1986)-  34 26 42.     (N)    078 23 15.     (W)     SCALED    
 EB0393* NAVD 88     -        21.559  (meters)      70.73   (feet)  ADJUSTED  
 EB0393  ___________________________________________________________________
 EB0393  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 EB0393  DYNAMIC HT  -          21.538 (meters)      70.66  (feet)  COMP
 EB0393  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 EB0393
 EB0393  VERT ORDER  -  SECOND    CLASS II
 EB0393
 EB0393.The horizontal coordinates were scaled from a topographic map and have
 EB0393.an estimated accuracy of +/- 6 seconds.
 EB0393
 EB0393.The orthometric height was determined by differential leveling
 EB0393.and adjusted in June 1991.
 EB0393
 EB0393.The geoid height was determined by GEOID03.
 EB0393
 EB0393.The dynamic height is computed by dividing the NAVD 88
 EB0393.geopotential number by the normal gravity value computed on the
 EB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0393.degrees latitude (g = 980.6199 gals.).
 EB0393
 EB0393.The modeled gravity was interpolated from observed gravity values.
 EB0393
 EB0393;                    North         East    Units  Estimated Accuracy
 EB0393;SPC NC       -    77,270.      665,890.      MT  (+/- 180 meters Scaled)
 EB0393
 EB0393                          SUPERSEDED SURVEY CONTROL
 EB0393
 EB0393  NGVD 29 (??/??/92)   21.855  (m)           71.70   (f) ADJ UNCH    2 2
 EB0393
 EB0393.Superseded values are not recommended for survey control.
 EB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0393.See file dsdata.txt to determine how the superseded data were derived.
 EB0393
 EB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU400145(NAD 83)
 EB0393_MARKER: DD = SURVEY DISK
 EB0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0393_SP_SET: CONCRETE BASE
 EB0393_STAMPING: BLA 22 1974
 EB0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0393
 EB0393  HISTORY     - Date     Condition        Report By
 EB0393  HISTORY     - 1974     MONUMENTED       NCGS
 EB0393  HISTORY     - 1983     POOR             NCGS
 EB0393
 EB0393                          STATION DESCRIPTION
 EB0393
 EB0393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0393'5 MI ENE FROM COUNCIL.
 EB0393'BLA-22 IS LOCATED APPROXIMATELY 17.8 MILES SE OF ELIZABETHTOWN.
 EB0393'TO REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND
 EB0393'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED SE
 EB0393'ALONG NC 87 FOR 1.90 MILES TO A ONE STORY BLOCK STORE BUILDING
 EB0393'ON THE LEFT, AND STATION IN THE EAST END OF THE CONCRETE BASE OF
 EB0393'NONEXISTING GAS PUMPS, AND 0.35 MILE WEST OF INTERSECTION WITH
 EB0393'SR 1733, 61.0 FT NNE OF C/L OF NC 87, 0.8 FT NW OF EAST END OF
 EB0393'GAS PUMPS BASE, 22.1 FT SSE OF SW CORNER OF BLOCK BUILDING,
 EB0393'62.4 FT ESE OF TP WITH ALUMINUM REF. TAG, AND 113.1 FT NNE OF
 EB0393'PP 6610 WITH TRANSFORMER.  DISK IS SET IN DRILL HOLE IN TOP OF
 EB0393'CONCRETE BASE.
 EB0393
 EB0393                          STATION RECOVERY (1983)
 EB0393
 EB0393'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (RLM)
 EB0393'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0394 ***********************************************************************
 EB0394  DESIGNATION -  BLA 23
 EB0394  PID         -  EB0394
 EB0394  STATE/COUNTY-  NC/BLADEN
 EB0394  USGS QUAD   -  KELLY (1986)
 EB0394
 EB0394                         *CURRENT SURVEY CONTROL
 EB0394  ___________________________________________________________________
 EB0394* NAD 83(1986)-  34 26 15.     (N)    078 22 00.     (W)     SCALED    
 EB0394* NAVD 88     -        16.377  (meters)      53.73   (feet)  ADJUSTED  
 EB0394  ___________________________________________________________________
 EB0394  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 EB0394  DYNAMIC HT  -          16.361 (meters)      53.68  (feet)  COMP
 EB0394  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 EB0394
 EB0394  VERT ORDER  -  SECOND    CLASS II
 EB0394
 EB0394.The horizontal coordinates were scaled from a topographic map and have
 EB0394.an estimated accuracy of +/- 6 seconds.
 EB0394
 EB0394.The orthometric height was determined by differential leveling
 EB0394.and adjusted in June 1991.
 EB0394
 EB0394.The geoid height was determined by GEOID03.
 EB0394
 EB0394.The dynamic height is computed by dividing the NAVD 88
 EB0394.geopotential number by the normal gravity value computed on the
 EB0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0394.degrees latitude (g = 980.6199 gals.).
 EB0394
 EB0394.The modeled gravity was interpolated from observed gravity values.
 EB0394
 EB0394;                    North         East    Units  Estimated Accuracy
 EB0394;SPC NC       -    76,450.      667,810.      MT  (+/- 180 meters Scaled)
 EB0394
 EB0394                          SUPERSEDED SURVEY CONTROL
 EB0394
 EB0394  NGVD 29 (??/??/92)   16.674  (m)           54.70   (f) ADJ UNCH    2 2
 EB0394
 EB0394.Superseded values are not recommended for survey control.
 EB0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0394.See file dsdata.txt to determine how the superseded data were derived.
 EB0394
 EB0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU419138(NAD 83)
 EB0394_MARKER: DD = SURVEY DISK
 EB0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0394_SP_SET: CULVERT
 EB0394_STAMPING: BLA 23 1974
 EB0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0394
 EB0394  HISTORY     - Date     Condition        Report By
 EB0394  HISTORY     - 1974     MONUMENTED       NCGS
 EB0394
 EB0394                          STATION DESCRIPTION
 EB0394
 EB0394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0394'5.8 MI E FROM COUNCIL.
 EB0394'BLA-23 IS LOCATED APPROXIMATELY 18.8 MILES SE OF ELIZABETHTOWN.
 EB0394'TO REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87
 EB0394'AND SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED
 EB0394'SE ALONG NC 87 FOR 3.05 MILES TO THE INTERSECTION WITH SR 1770, AND
 EB0394'STATION IN THE EAST QUADRANT IN THE TOP OF THE SE END OF A CONCRETE
 EB0394'HEADWALL, 43.7 FT NE OF C/L OF NC 87, 49.0 FT SE OF C/L OF SR
 EB0394'1770, AND 1.1 FT NW OF SE END OF HEADWALL.  DISK IS SET FLUSH IN
 EB0394'DRILLED HOLE IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0395 ***********************************************************************
 EB0395  DESIGNATION -  BLA 24
 EB0395  PID         -  EB0395
 EB0395  STATE/COUNTY-  NC/BLADEN
 EB0395  USGS QUAD   -  KELLY (1986)
 EB0395
 EB0395                         *CURRENT SURVEY CONTROL
 EB0395  ___________________________________________________________________
 EB0395* NAD 83(1986)-  34 25 54.     (N)    078 21 35.     (W)     SCALED    
 EB0395* NAVD 88     -        16.333  (meters)      53.59   (feet)  ADJUSTED  
 EB0395  ___________________________________________________________________
 EB0395  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 EB0395  DYNAMIC HT  -          16.317 (meters)      53.53  (feet)  COMP
 EB0395  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 EB0395
 EB0395  VERT ORDER  -  SECOND    CLASS II
 EB0395
 EB0395.The horizontal coordinates were scaled from a topographic map and have
 EB0395.an estimated accuracy of +/- 6 seconds.
 EB0395
 EB0395.The orthometric height was determined by differential leveling
 EB0395.and adjusted in June 1991.
 EB0395
 EB0395.The geoid height was determined by GEOID03.
 EB0395
 EB0395.The dynamic height is computed by dividing the NAVD 88
 EB0395.geopotential number by the normal gravity value computed on the
 EB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0395.degrees latitude (g = 980.6199 gals.).
 EB0395
 EB0395.The modeled gravity was interpolated from observed gravity values.
 EB0395
 EB0395;                    North         East    Units  Estimated Accuracy
 EB0395;SPC NC       -    75,810.      668,450.      MT  (+/- 180 meters Scaled)
 EB0395
 EB0395                          SUPERSEDED SURVEY CONTROL
 EB0395
 EB0395  NGVD 29 (??/??/92)   16.631  (m)           54.56   (f) ADJ UNCH    2 2
 EB0395
 EB0395.Superseded values are not recommended for survey control.
 EB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0395.See file dsdata.txt to determine how the superseded data were derived.
 EB0395
 EB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU426131(NAD 83)
 EB0395_MARKER: DD = SURVEY DISK
 EB0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0395_SP_SET: CULVERT
 EB0395_STAMPING: BLA 24 1974
 EB0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0395
 EB0395  HISTORY     - Date     Condition        Report By
 EB0395  HISTORY     - 1974     MONUMENTED       NCGS
 EB0395
 EB0395                          STATION DESCRIPTION
 EB0395
 EB0395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0395'6.2 MI E FROM COUNCIL.
 EB0395'BLA-24 IS LOCATED APPROXIMATELY 19.5 MILES SE OF ELIZABETHTOWN.
 EB0395'TO REACH STATION FROM CARVERS CROSSROAD (INTERSECTION OF NC 87 AND
 EB0395'SR 1730) MIDWAY BETWEEN ELIZABETHTOWN AND RIEGELWOOD, PROCEED SE
 EB0395'ALONG NC 87 FOR 3.65 MILES TO STATION ON THE RIGHT, IN THE SE END
 EB0395'OF A CONCRETE HEADWALL, AND 0.40 MILE SE OF INTERSECTION WITH
 EB0395'SR 1787, 29.8 FT SW OF C/L OF NC 87, 150.3 FT NW OF C/L OF DIRT
 EB0395'DRIVEWAY LEADING TO A ONE STORY SHINGLED HOUSE, AND 64.5 FT NORTH
 EB0395'OF 24 IN PINE.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF CONCRETE
 EB0395'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0396 ***********************************************************************
 EB0396  DESIGNATION -  BLA 25
 EB0396  PID         -  EB0396
 EB0396  STATE/COUNTY-  NC/BLADEN
 EB0396  USGS QUAD   -  KELLY (1986)
 EB0396
 EB0396                         *CURRENT SURVEY CONTROL
 EB0396  ___________________________________________________________________
 EB0396* NAD 83(1986)-  34 25 09.     (N)    078 20 26.     (W)     SCALED    
 EB0396* NAVD 88     -        18.109  (meters)      59.41   (feet)  ADJUSTED  
 EB0396  ___________________________________________________________________
 EB0396  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EB0396  DYNAMIC HT  -          18.091 (meters)      59.35  (feet)  COMP
 EB0396  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 EB0396
 EB0396  VERT ORDER  -  SECOND    CLASS II
 EB0396
 EB0396.The horizontal coordinates were scaled from a topographic map and have
 EB0396.an estimated accuracy of +/- 6 seconds.
 EB0396
 EB0396.The orthometric height was determined by differential leveling
 EB0396.and adjusted in June 1991.
 EB0396
 EB0396.The geoid height was determined by GEOID03.
 EB0396
 EB0396.The dynamic height is computed by dividing the NAVD 88
 EB0396.geopotential number by the normal gravity value computed on the
 EB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0396.degrees latitude (g = 980.6199 gals.).
 EB0396
 EB0396.The modeled gravity was interpolated from observed gravity values.
 EB0396
 EB0396;                    North         East    Units  Estimated Accuracy
 EB0396;SPC NC       -    74,430.      670,220.      MT  (+/- 180 meters Scaled)
 EB0396
 EB0396                          SUPERSEDED SURVEY CONTROL
 EB0396
 EB0396  NGVD 29 (??/??/92)   18.408  (m)           60.39   (f) ADJ UNCH    2 2
 EB0396
 EB0396.Superseded values are not recommended for survey control.
 EB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0396.See file dsdata.txt to determine how the superseded data were derived.
 EB0396
 EB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU444118(NAD 83)
 EB0396_MARKER: DD = SURVEY DISK
 EB0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0396_SP_SET: PLATFORM
 EB0396_STAMPING: BLA 25 1974
 EB0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0396
 EB0396  HISTORY     - Date     Condition        Report By
 EB0396  HISTORY     - 1974     MONUMENTED       NCGS
 EB0396
 EB0396                          STATION DESCRIPTION
 EB0396
 EB0396'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0396'7.1 MI E FROM COUNCIL.
 EB0396'BLA-25 IS LOCATED APPROXIMATELY 20.8 MILES SE OF ELIZABETHTOWN.
 EB0396'TO REACH STATION FROM INTERSECTION OF NC 141 WITH NC 87 NW OF
 EB0396'RIEGELWOOD IN COLUMBUS COUNTY, PROCEED NW ALONG NC 87 FOR 4.90
 EB0396'MILES TO EAST ARCADIA SCHOOL ON THE RIGHT AND STATION ON THE NW
 EB0396'SIDE OF THE CAFETERIA AT THE NORTH CORNER OF A CONCRETE PLATFORM,
 EB0396'1.2 FT SOUTH OF NORTH CORNER OF CONCRETE PLATFORM, 13.0 FT WSW OF
 EB0396'NORTH CORNER OF CAFETERIA BUILDING, AND 164.8 FT NE OF PP
 EB0396'17972 WITH LIGHT.  DISK IS SET FLUSH IN DRILL HOLE IN TOP OF A
 EB0396'CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0400 ***********************************************************************
 EB0400  DESIGNATION -  BLA 26
 EB0400  PID         -  EB0400
 EB0400  STATE/COUNTY-  NC/BLADEN
 EB0400  USGS QUAD   -  KELLY (1986)
 EB0400
 EB0400                         *CURRENT SURVEY CONTROL
 EB0400  ___________________________________________________________________
 EB0400* NAD 83(1986)-  34 23 40.     (N)    078 18 29.     (W)     SCALED    
 EB0400* NAVD 88     -        11.737  (meters)      38.51   (feet)  ADJUSTED  
 EB0400  ___________________________________________________________________
 EB0400  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 EB0400  DYNAMIC HT  -          11.725 (meters)      38.47  (feet)  COMP
 EB0400  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 EB0400
 EB0400  VERT ORDER  -  SECOND    CLASS II
 EB0400
 EB0400.The horizontal coordinates were scaled from a topographic map and have
 EB0400.an estimated accuracy of +/- 6 seconds.
 EB0400
 EB0400.The orthometric height was determined by differential leveling
 EB0400.and adjusted in June 1991.
 EB0400
 EB0400.The geoid height was determined by GEOID03.
 EB0400
 EB0400.The dynamic height is computed by dividing the NAVD 88
 EB0400.geopotential number by the normal gravity value computed on the
 EB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0400.degrees latitude (g = 980.6199 gals.).
 EB0400
 EB0400.The modeled gravity was interpolated from observed gravity values.
 EB0400
 EB0400;                    North         East    Units  Estimated Accuracy
 EB0400;SPC NC       -    71,710.      673,230.      MT  (+/- 180 meters Scaled)
 EB0400
 EB0400                          SUPERSEDED SURVEY CONTROL
 EB0400
 EB0400  NGVD 29 (??/??/92)   12.039  (m)           39.50   (f) ADJ UNCH    2 2
 EB0400
 EB0400.Superseded values are not recommended for survey control.
 EB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0400.See file dsdata.txt to determine how the superseded data were derived.
 EB0400
 EB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU474091(NAD 83)
 EB0400_MARKER: DD = SURVEY DISK
 EB0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0400_SP_SET: TRAFFIC ISLAND
 EB0400_STAMPING: BLA 26 1974
 EB0400_MARK LOGO: NCGS  
 EB0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0400
 EB0400  HISTORY     - Date     Condition        Report By
 EB0400  HISTORY     - 1974     MONUMENTED       NCGS
 EB0400  HISTORY     - 1974     GOOD             NCGS
 EB0400
 EB0400                          STATION DESCRIPTION
 EB0400
 EB0400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0400'6 MI NW FROM RIEGELWOOD.
 EB0400'BLA-26 IS LOCATED APPROXIMATELY 23.5 MILES SE OF ELIZABETHTOWN.
 EB0400'TO REACH STATION FROM INTERSECTION OF NC 141 WITH NC 87 NW OF
 EB0400'RIEGELWOOD IN COLUMBUS COUNTY, PROCEED NW ALONG NC 87 FOR 2.2 MILES
 EB0400'TO THE INTERSECTION WITH SR 1734, AND STATION IN CONCRETE
 EB0400'TRAFFIC ISLAND IN SR 1734, 58.5 FT NE OF C/L OF NC 87, AND 114.2
 EB0400'FT NE OF PP 7146 WITH TRANSFORMER AND LIGHT.  DISK IS SET FLUSH
 EB0400'IN DRILL HOLE IN CONCRETE TRAFFIC ISLAND.
 EB0400
 EB0400                          STATION RECOVERY (1974)
 EB0400
 EB0400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0401 ***********************************************************************
 EB0401  DESIGNATION -  BLA 27
 EB0401  PID         -  EB0401
 EB0401  STATE/COUNTY-  NC/BLADEN
 EB0401  USGS QUAD   -  KELLY (1986)
 EB0401
 EB0401                         *CURRENT SURVEY CONTROL
 EB0401  ___________________________________________________________________
 EB0401* NAD 83(1986)-  34 23 08.     (N)    078 17 34.     (W)     SCALED    
 EB0401* NAVD 88     -        14.339  (meters)      47.04   (feet)  ADJUSTED  
 EB0401  ___________________________________________________________________
 EB0401  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 EB0401  DYNAMIC HT  -          14.326 (meters)      47.00  (feet)  COMP
 EB0401  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 EB0401
 EB0401  VERT ORDER  -  SECOND    CLASS II
 EB0401
 EB0401.The horizontal coordinates were scaled from a topographic map and have
 EB0401.an estimated accuracy of +/- 6 seconds.
 EB0401
 EB0401.The orthometric height was determined by differential leveling
 EB0401.and adjusted in June 1991.
 EB0401
 EB0401.The geoid height was determined by GEOID03.
 EB0401
 EB0401.The dynamic height is computed by dividing the NAVD 88
 EB0401.geopotential number by the normal gravity value computed on the
 EB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0401.degrees latitude (g = 980.6199 gals.).
 EB0401
 EB0401.The modeled gravity was interpolated from observed gravity values.
 EB0401
 EB0401;                    North         East    Units  Estimated Accuracy
 EB0401;SPC NC       -    70,740.      674,640.      MT  (+/- 180 meters Scaled)
 EB0401
 EB0401                          SUPERSEDED SURVEY CONTROL
 EB0401
 EB0401  NGVD 29 (??/??/92)   14.643  (m)           48.04   (f) ADJ UNCH    2 2
 EB0401
 EB0401.Superseded values are not recommended for survey control.
 EB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0401.See file dsdata.txt to determine how the superseded data were derived.
 EB0401
 EB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU489082(NAD 83)
 EB0401_MARKER: DD = SURVEY DISK
 EB0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0401_SP_SET: CONCRETE BASE
 EB0401_STAMPING: BLA 27 1974
 EB0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0401
 EB0401  HISTORY     - Date     Condition        Report By
 EB0401  HISTORY     - 1974     MONUMENTED       NCGS
 EB0401
 EB0401                          STATION DESCRIPTION
 EB0401
 EB0401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0401'5 MI NW FROM RIEGELWOOD.
 EB0401'BLA-27 IS LOCATED APPROXIMATELY 24.5 MILES SE OF ELIZABETHTOWN.
 EB0401'TO REACH STATION FROM INTERSECTION OF NC 141 WITH NC 87 NW
 EB0401'OF RIEGELWOOD IN COLUMBUS COUNTY, PROCEED NW ALONG NC 87 FOR 1.15
 EB0401'MILES TO STATION ON THE RIGHT, IN THE CONCRETE BASE OF A UNION
 EB0401'76 SIGN, APPROXIMATELY 75 FT NW OF A STORE, AND 0.5 MILE NW
 EB0401'OF BLADEN - COLUMBUS COUNTY LINE, 72.2 FT NE OF C/L OF NC 87,
 EB0401'0.7 FT WEST OF SIGN POST, AND 49.3 FT SW OF PP 7209 WITH TRANSFORMER
 EB0401'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE OF SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0827 ***********************************************************************
 EB0827  DESIGNATION -  BLA 28
 EB0827  PID         -  EB0827
 EB0827  STATE/COUNTY-  NC/BLADEN
 EB0827  USGS QUAD   -  DUBLIN (1987)
 EB0827
 EB0827                         *CURRENT SURVEY CONTROL
 EB0827  ___________________________________________________________________
 EB0827* NAD 83(1986)-  34 37 50.     (N)    078 44 36.     (W)     SCALED    
 EB0827* NAVD 88     -        40.776  (meters)     133.78   (feet)  ADJUSTED  
 EB0827  ___________________________________________________________________
 EB0827  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 EB0827  DYNAMIC HT  -          40.737 (meters)     133.65  (feet)  COMP
 EB0827  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EB0827
 EB0827  VERT ORDER  -  SECOND    CLASS II
 EB0827
 EB0827.The horizontal coordinates were scaled from a topographic map and have
 EB0827.an estimated accuracy of +/- 6 seconds.
 EB0827
 EB0827.The orthometric height was determined by differential leveling
 EB0827.and adjusted in June 1991.
 EB0827
 EB0827.The geoid height was determined by GEOID03.
 EB0827
 EB0827.The dynamic height is computed by dividing the NAVD 88
 EB0827.geopotential number by the normal gravity value computed on the
 EB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0827.degrees latitude (g = 980.6199 gals.).
 EB0827
 EB0827.The modeled gravity was interpolated from observed gravity values.
 EB0827
 EB0827;                    North         East    Units  Estimated Accuracy
 EB0827;SPC NC       -    97,710.      633,140.      MT  (+/- 180 meters Scaled)
 EB0827
 EB0827                          SUPERSEDED SURVEY CONTROL
 EB0827
 EB0827  NGVD 29 (??/??/92)   41.075  (m)          134.76   (f) ADJ UNCH    2 2
 EB0827
 EB0827.Superseded values are not recommended for survey control.
 EB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0827.See file dsdata.txt to determine how the superseded data were derived.
 EB0827
 EB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU068343(NAD 83)
 EB0827_MARKER: DD = SURVEY DISK
 EB0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0827_STAMPING: BLA 28 1974
 EB0827_MARK LOGO: NCGS  
 EB0827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0827+STABILITY: SURFACE MOTION
 EB0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0827+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1995
 EB0827
 EB0827  HISTORY     - Date     Condition        Report By
 EB0827  HISTORY     - 1974     MONUMENTED       NCGS
 EB0827  HISTORY     - 19951215 GOOD             NCGS
 EB0827
 EB0827                          STATION DESCRIPTION
 EB0827
 EB0827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0827'2.2 MI SSW FROM DUBLIN.
 EB0827'BLA-28 IS LOCATED APPROXIMATELY 8.0 MILES WEST OF ELIZABETHTOWN.
 EB0827'TO REACH STATION FROM THE INTERSECTION OF NC 41 WITH NC 410 SOUTH
 EB0827'OF DUBLIN, PROCEED SW ALONG NC 410 FOR 0.95 MILE TO STATION ON THE
 EB0827'LEFT AT THE WEST CORNER OF A YARD WITH A ONE STORY BRICKED AND
 EB0827'WHITE FRAMED HOUSE AND NEAR A PASTURE FENCE CORNER, AND 0.35 MILE
 EB0827'SW OF INTERSECTION WITH SR 1100, 35.7 FT SE OF C/L OF NC 410, 46.7
 EB0827'FT WEST OF WEST CORNER OF ONE STORY BRICKED AND WHITE FRAMED
 EB0827'HOUSE, 3.0 FT NE OF SERVICE POLE 209 AND 7.3 FT SE OF CORNER FENCE
 EB0827'POST WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF PRECAST
 EB0827'MONUMENT FLUSH WITH THE GROUND.
 EB0827
 EB0827                          STATION RECOVERY (1995)
 EB0827
 EB0827'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB0827'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0671 ***********************************************************************
 EB0671  DESIGNATION -  BLA 3
 EB0671  PID         -  EB0671
 EB0671  STATE/COUNTY-  NC/BLADEN
 EB0671  USGS QUAD   -  ELIZABETHTOWN SOUTH (1987)
 EB0671
 EB0671                         *CURRENT SURVEY CONTROL
 EB0671  ___________________________________________________________________
 EB0671* NAD 83(1986)-  34 36 32.     (N)    078 36 57.     (W)     SCALED    
 EB0671* NAVD 88     -        20.883  (meters)      68.51   (feet)  ADJUSTED  
 EB0671  ___________________________________________________________________
 EB0671  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 EB0671  DYNAMIC HT  -          20.863 (meters)      68.45  (feet)  COMP
 EB0671  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 EB0671
 EB0671  VERT ORDER  -  SECOND    CLASS II
 EB0671
 EB0671.The horizontal coordinates were scaled from a topographic map and have
 EB0671.an estimated accuracy of +/- 6 seconds.
 EB0671
 EB0671.The orthometric height was determined by differential leveling
 EB0671.and adjusted in June 1991.
 EB0671
 EB0671.The geoid height was determined by GEOID03.
 EB0671
 EB0671.The dynamic height is computed by dividing the NAVD 88
 EB0671.geopotential number by the normal gravity value computed on the
 EB0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0671.degrees latitude (g = 980.6199 gals.).
 EB0671
 EB0671.The modeled gravity was interpolated from observed gravity values.
 EB0671
 EB0671;                    North         East    Units  Estimated Accuracy
 EB0671;SPC NC       -    95,350.      644,840.      MT  (+/- 180 meters Scaled)
 EB0671
 EB0671                          SUPERSEDED SURVEY CONTROL
 EB0671
 EB0671  NGVD 29 (??/??/92)   21.178  (m)           69.48   (f) ADJ UNCH    2 2
 EB0671
 EB0671.Superseded values are not recommended for survey control.
 EB0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0671.See file dsdata.txt to determine how the superseded data were derived.
 EB0671
 EB0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU186322(NAD 83)
 EB0671_MARKER: DD = SURVEY DISK
 EB0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB0671_SP_SET: BRIDGE WING WALL
 EB0671_STAMPING: BLA 3 1974
 EB0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0671
 EB0671  HISTORY     - Date     Condition        Report By
 EB0671  HISTORY     - 1974     MONUMENTED       NCGS
 EB0671  HISTORY     - 1986     GOOD             USPSQD
 EB0671
 EB0671                          STATION DESCRIPTION
 EB0671
 EB0671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0671'1.5 MI S FROM ELIZABETHTOWN.
 EB0671'TO REACH STATION FROM MAIN INTERSECTION AT THE COURTHOUSE IN
 EB0671'ELIZABETHTOWN, PROCEED SOUTH ALONG U.S. 701 FOR 1.5 MILE TO BRIDGE
 EB0671'OVER BROWNS CREEK AND STATION ON RIGHT IN SW CORNER OF BRIDGE,
 EB0671'0.55 MILE NORTH OF INTERSECTION WITH NC 242, 13.7 FT WNW OF C/L
 EB0671'OF U.S. 701, 0.8 FT N OF SW END OF BRIDGE CURBING.  DISK IS SET FLUSH
 EB0671'IN DRILL HOLE IN CONCRETE WINGWALL.
 EB0671
 EB0671                          STATION RECOVERY (1986)
 EB0671
 EB0671'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EB0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1697 ***********************************************************************
 EB1697  DESIGNATION -  BLA 30
 EB1697  PID         -  EB1697
 EB1697  STATE/COUNTY-  NC/BLADEN
 EB1697  USGS QUAD   -  WHITE LAKE (1986)
 EB1697
 EB1697                         *CURRENT SURVEY CONTROL
 EB1697  ___________________________________________________________________
 EB1697* NAD 83(1986)-  34 38 55.     (N)    078 29 14.     (W)     SCALED    
 EB1697* NAVD 88     -        21.515  (meters)      70.59   (feet)  ADJUSTED  
 EB1697  ___________________________________________________________________
 EB1697  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 EB1697  DYNAMIC HT  -          21.494 (meters)      70.52  (feet)  COMP
 EB1697  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EB1697
 EB1697  VERT ORDER  -  SECOND    CLASS II
 EB1697
 EB1697.The horizontal coordinates were scaled from a topographic map and have
 EB1697.an estimated accuracy of +/- 6 seconds.
 EB1697
 EB1697.The orthometric height was determined by differential leveling
 EB1697.and adjusted in June 1991.
 EB1697
 EB1697.The geoid height was determined by GEOID03.
 EB1697
 EB1697.The dynamic height is computed by dividing the NAVD 88
 EB1697.geopotential number by the normal gravity value computed on the
 EB1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1697.degrees latitude (g = 980.6199 gals.).
 EB1697
 EB1697.The modeled gravity was interpolated from observed gravity values.
 EB1697
 EB1697;                    North         East    Units  Estimated Accuracy
 EB1697;SPC NC       -    99,810.      656,610.      MT  (+/- 180 meters Scaled)
 EB1697
 EB1697                          SUPERSEDED SURVEY CONTROL
 EB1697
 EB1697.No superseded survey control is available for this station.
 EB1697
 EB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU302369(NAD 83)
 EB1697_MARKER: DB = BENCH MARK DISK
 EB1697_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EB1697+WITH SETTING: PAVEMENT
 EB1697_SP_SET: CONCRETE ISLAND
 EB1697_STAMPING: BLA 30 1979
 EB1697_MARK LOGO: NCGS  
 EB1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1697+STABILITY: SURFACE MOTION
 EB1697
 EB1697  HISTORY     - Date     Condition        Report By
 EB1697  HISTORY     - 1979     MONUMENTED       NCGS
 EB1697
 EB1697                          STATION DESCRIPTION
 EB1697
 EB1697'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1697'IN WHITE LAKE.
 EB1697'0.1 MILE SOUTH ALONG SR 1516 FROM THE INTERSECTION WITH US 701 AND
 EB1697'NC 41 AT WHITE LAKE, TO SR 1515, THENCE SOUTHEAST ALONG SR 1515
 EB1697'FOR 0.6 MILES TO STATION EAST OF ROAD AND IN THE SOUTH END OF THE
 EB1697'GASOLINE PUMP ISLAND AT THE H AND D SUPERMARKET, 39.8 FEET
 EB1697'EAST-NORTHEAST OF CENTERLINE OF SR 1515, 1.0 FEET NORTH OF SOUTH END
 EB1697'OF CONCRETE PUMP ISLAND, 28.2 FEET WEST-NORTHWEST OF SOUTHWEST
 EB1697'CORNER OF SUPERMARKET, 45.7 FEET SOUTH OF NORTHWEST CORNER OF
 EB1697'SUPERMARKET, 103.9 FEET NORTH-NORTHWEST OF POWER POLE WITH
 EB1697'TRANSFORMER, LIGHT AND REFERENCE TAG, AND 107.7 FEET SOUTHEAST OF
 EB1697'POWER POLE WITH TRANSFORMER, LIGHT AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1696 ***********************************************************************
 EB1696  DESIGNATION -  BLA 31
 EB1696  PID         -  EB1696
 EB1696  STATE/COUNTY-  NC/BLADEN
 EB1696  USGS QUAD   -  WHITE LAKE (1986)
 EB1696
 EB1696                         *CURRENT SURVEY CONTROL
 EB1696  ___________________________________________________________________
 EB1696* NAD 83(1986)-  34 38 01.     (N)    078 29 07.     (W)     SCALED    
 EB1696* NAVD 88     -        20.616  (meters)      67.64   (feet)  ADJUSTED  
 EB1696  ___________________________________________________________________
 EB1696  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EB1696  DYNAMIC HT  -          20.596 (meters)      67.57  (feet)  COMP
 EB1696  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EB1696
 EB1696  VERT ORDER  -  SECOND    CLASS II
 EB1696
 EB1696.The horizontal coordinates were scaled from a topographic map and have
 EB1696.an estimated accuracy of +/- 6 seconds.
 EB1696
 EB1696.The orthometric height was determined by differential leveling
 EB1696.and adjusted in June 1991.
 EB1696
 EB1696.The geoid height was determined by GEOID03.
 EB1696
 EB1696.The dynamic height is computed by dividing the NAVD 88
 EB1696.geopotential number by the normal gravity value computed on the
 EB1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1696.degrees latitude (g = 980.6199 gals.).
 EB1696
 EB1696.The modeled gravity was interpolated from observed gravity values.
 EB1696
 EB1696;                    North         East    Units  Estimated Accuracy
 EB1696;SPC NC       -    98,140.      656,790.      MT  (+/- 180 meters Scaled)
 EB1696
 EB1696                          SUPERSEDED SURVEY CONTROL
 EB1696
 EB1696.No superseded survey control is available for this station.
 EB1696
 EB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU305352(NAD 83)
 EB1696_MARKER: DB = BENCH MARK DISK
 EB1696_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB1696_SP_SET: WATER TANK FOOTING
 EB1696_STAMPING: BLA 31 1979
 EB1696_MARK LOGO: NCGS  
 EB1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1696+STABILITY: SURFACE MOTION
 EB1696
 EB1696  HISTORY     - Date     Condition        Report By
 EB1696  HISTORY     - 1979     MONUMENTED       NCGS
 EB1696
 EB1696                          STATION DESCRIPTION
 EB1696
 EB1696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1696'IN WHITE LAKE.
 EB1696'LOCATED AT THE WHITE LAKE MUNICIPAL TANK ON THE SOUTHEAST SIDE OF
 EB1696'THE LAKE.  0.1 MILE SOUTH ALONG SR 1516 FROM INTERSECTION WITH
 EB1696'US 701 AND NC 41 AT WHITE LAKE, TO SR 1515, THENCE SOUTHEAST ALONG
 EB1696'SR 1515 FOR 1.05 MILES TO STATION SOUTHEAST OF ROAD IN CONCRETE BASE
 EB1696'OF NORTHWEST LEG OF TANK, 147.3 FEET SOUTHEAST OF CENTERLINE OF SR
 EB1696'1515, 42.8 FEET SOUTHWEST OF CENTERLINE DIRT STREET, 30.8 FEET SOUTH
 EB1696'OF POWER POLE 5289 WITH METER AND REFERENCE TAG, AND 0.8 FEET SOUTH
 EB1696'OF NORTH EDGE OF CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1695 ***********************************************************************
 EB1695  DESIGNATION -  BLA 32
 EB1695  PID         -  EB1695
 EB1695  STATE/COUNTY-  NC/BLADEN
 EB1695  USGS QUAD   -  WHITE LAKE (1986)
 EB1695
 EB1695                         *CURRENT SURVEY CONTROL
 EB1695  ___________________________________________________________________
 EB1695* NAD 83(1986)-  34 37 33.     (N)    078 29 31.     (W)     SCALED    
 EB1695* NAVD 88     -        21.467  (meters)      70.43   (feet)  ADJUSTED  
 EB1695  ___________________________________________________________________
 EB1695  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EB1695  DYNAMIC HT  -          21.446 (meters)      70.36  (feet)  COMP
 EB1695  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EB1695
 EB1695  VERT ORDER  -  SECOND    CLASS II
 EB1695
 EB1695.The horizontal coordinates were scaled from a topographic map and have
 EB1695.an estimated accuracy of +/- 6 seconds.
 EB1695
 EB1695.The orthometric height was determined by differential leveling
 EB1695.and adjusted in June 1991.
 EB1695
 EB1695.The geoid height was determined by GEOID03.
 EB1695
 EB1695.The dynamic height is computed by dividing the NAVD 88
 EB1695.geopotential number by the normal gravity value computed on the
 EB1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1695.degrees latitude (g = 980.6199 gals.).
 EB1695
 EB1695.The modeled gravity was interpolated from observed gravity values.
 EB1695
 EB1695;                    North         East    Units  Estimated Accuracy
 EB1695;SPC NC       -    97,280.      656,190.      MT  (+/- 180 meters Scaled)
 EB1695
 EB1695                          SUPERSEDED SURVEY CONTROL
 EB1695
 EB1695.No superseded survey control is available for this station.
 EB1695
 EB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU299344(NAD 83)
 EB1695_MARKER: DB = BENCH MARK DISK
 EB1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1695_SP_SET: CONCRETE POST
 EB1695_STAMPING: BLA 32 1979
 EB1695_MARK LOGO: NCGS  
 EB1695_PROJECTION: PROJECTING 3 CENTIMETERS
 EB1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1695+STABILITY: SURFACE MOTION
 EB1695
 EB1695  HISTORY     - Date     Condition        Report By
 EB1695  HISTORY     - 1979     MONUMENTED       NCGS
 EB1695
 EB1695                          STATION DESCRIPTION
 EB1695
 EB1695'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1695'IN WHITE LAKE.
 EB1695'LOCATED ON THE SOUTH SIDE OF THE LAKE.  2.65 MILES SOUTHEAST ALONG
 EB1695'NC 53 FROM INTERSECTION WITH US 701 AND NC 41 WEST OF WHITE LAKE,
 EB1695'IN EAST QUAD OF INTERSECTION WITH SR 1515, 50.7 FEET NORTHEAST OF
 EB1695'CENTERLINE OF NC 53, 66.4 FEET SOUTHEAST OF CENTERLINE OF SR 1515,
 EB1695'10.1 FEET NORTHEAST OF CENTERLINE OF DIRT DRIVEWAY, 11.5 FEET
 EB1695'NORTHWEST OF 10 INCH PINE WITH REFERENCE TAG, 49.9 FEET SOUTHWEST
 EB1695'OF NORTH POST OF CAMP CLEARWATER SIGN WITH REFERENCE TAG, AND 7.5
 EB1695'FEET SOUTHWEST OF BRACE POLE 54 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1694 ***********************************************************************
 EB1694  DESIGNATION -  BLA 33
 EB1694  PID         -  EB1694
 EB1694  STATE/COUNTY-  NC/BLADEN
 EB1694  USGS QUAD   -  ELIZABETHTOWN NORTH (1987)
 EB1694
 EB1694                         *CURRENT SURVEY CONTROL
 EB1694  ___________________________________________________________________
 EB1694* NAD 83(1986)-  34 38 09.     (N)    078 30 29.     (W)     SCALED    
 EB1694* NAVD 88     -        20.213  (meters)      66.32   (feet)  ADJUSTED  
 EB1694  ___________________________________________________________________
 EB1694  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EB1694  DYNAMIC HT  -          20.194 (meters)      66.25  (feet)  COMP
 EB1694  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EB1694
 EB1694  VERT ORDER  -  SECOND    CLASS II
 EB1694
 EB1694.The horizontal coordinates were scaled from a topographic map and have
 EB1694.an estimated accuracy of +/- 6 seconds.
 EB1694
 EB1694.The orthometric height was determined by differential leveling
 EB1694.and adjusted in June 1991.
 EB1694
 EB1694.The geoid height was determined by GEOID03.
 EB1694
 EB1694.The dynamic height is computed by dividing the NAVD 88
 EB1694.geopotential number by the normal gravity value computed on the
 EB1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1694.degrees latitude (g = 980.6199 gals.).
 EB1694
 EB1694.The modeled gravity was interpolated from observed gravity values.
 EB1694
 EB1694;                    North         East    Units  Estimated Accuracy
 EB1694;SPC NC       -    98,380.      654,710.      MT  (+/- 180 meters Scaled)
 EB1694
 EB1694                          SUPERSEDED SURVEY CONTROL
 EB1694
 EB1694.No superseded survey control is available for this station.
 EB1694
 EB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU284354(NAD 83)
 EB1694_MARKER: DB = BENCH MARK DISK
 EB1694_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EB1694_SP_SET: CONCRETE RAMP
 EB1694_STAMPING: BLA 33 1979
 EB1694_MARK LOGO: NCGS  
 EB1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1694
 EB1694  HISTORY     - Date     Condition        Report By
 EB1694  HISTORY     - 1979     MONUMENTED       NCGS
 EB1694
 EB1694                          STATION DESCRIPTION
 EB1694
 EB1694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1694'IN WHITE LAKE.
 EB1694'LOCATED ALONG THE SOUTHWEST SHORE OF WHITE LAKE, 1.35 MILES SOUTHEAST
 EB1694'ALONG NC 53 FROM INTERSECTION WITH US 701-NC 41 WEST OF WHITE LAKE,
 EB1694'600 FEET NORTHEAST OF NC 53, AT THE R.J. PEELER FFA CAMP, IN THE
 EB1694'CONCRETE PAVEMENT AT THE BEGINNING OF THE MAIN PIER (MIDDLE ONE OF
 EB1694'THREE), 1.0 FEET SOUTHWEST OF SOUTHEAST CORNER OF CONCRETE PAVEMENT
 EB1694'AT BEGINNING OF PIER, 16.8 FEET NORTHEAST OF A 12 INCH OAK, 22.7
 EB1694'FEET NORTHWEST OF A 12 INCH CYPRESS, 27.0 FEET SOUTHEAST OF A 10
 EB1694'INCH CYPRESS, AND ALL TREES WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1717 ***********************************************************************
 EB1717  DESIGNATION -  BLA 34
 EB1717  PID         -  EB1717
 EB1717  STATE/COUNTY-  NC/BLADEN
 EB1717  USGS QUAD   -  WHITE LAKE (1986)
 EB1717
 EB1717                         *CURRENT SURVEY CONTROL
 EB1717  ___________________________________________________________________
 EB1717* NAD 83(1986)-  34 42 28.     (N)    078 22 57.     (W)     SCALED    
 EB1717* NAVD 88     -        19.747  (meters)      64.79   (feet)  ADJUSTED  
 EB1717  ___________________________________________________________________
 EB1717  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EB1717  DYNAMIC HT  -          19.728 (meters)      64.72  (feet)  COMP
 EB1717  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 EB1717
 EB1717  VERT ORDER  -  SECOND    CLASS II
 EB1717
 EB1717.The horizontal coordinates were scaled from a topographic map and have
 EB1717.an estimated accuracy of +/- 6 seconds.
 EB1717
 EB1717.The orthometric height was determined by differential leveling
 EB1717.and adjusted in June 1991.
 EB1717
 EB1717.The geoid height was determined by GEOID03.
 EB1717
 EB1717.The dynamic height is computed by dividing the NAVD 88
 EB1717.geopotential number by the normal gravity value computed on the
 EB1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1717.degrees latitude (g = 980.6199 gals.).
 EB1717
 EB1717.The modeled gravity was interpolated from observed gravity values.
 EB1717
 EB1717;                    North         East    Units  Estimated Accuracy
 EB1717;SPC NC       -   106,420.      666,170.      MT  (+/- 180 meters Scaled)
 EB1717
 EB1717                          SUPERSEDED SURVEY CONTROL
 EB1717
 EB1717.No superseded survey control is available for this station.
 EB1717
 EB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU397437(NAD 83)
 EB1717_MARKER: DB = BENCH MARK DISK
 EB1717_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EB1717_SP_SET: CONCRETE SIDEWALK
 EB1717_STAMPING: BLA 34 1979
 EB1717_MARK LOGO: NCGS  
 EB1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1717
 EB1717  HISTORY     - Date     Condition        Report By
 EB1717  HISTORY     - 1979     MONUMENTED       NCGS
 EB1717
 EB1717                          STATION DESCRIPTION
 EB1717
 EB1717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1717'5.3 MI SOUTH FROM GARLAND.
 EB1717'1.05 MILES NORTHWEST ALONG NC 210 FROM INTERSECTION WITH NC 41,
 EB1717'EAST-NORTHEAST OF WHITE LAKE, TO STATION ON EAST SIDE OF HIGHWAY IN
 EB1717'THE CONCRETE SIDEWALK AT THE SOUTHWEST CORNER (AT THE FRONT) OF
 EB1717'UNION 76 SERVICE STATION AND GROCERY,  69.9 FEET EAST OF CENTERLINE
 EB1717'OF NC 210, 0.8 FEET NORTH OF SOUTH END OF SIDEWALK, 3.4 FEET WEST OF
 EB1717'SOUTHWEST CORNER OF STORE BUILDING, 41.1 FEET NORTH-NORTHEAST OF
 EB1717'20 INCH PINE WITH REFERENCE TAG, AND 56.2 FEET SOUTHEAST OF METAL
 EB1717'POST FOR TWO NIGHT LIGHTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1718 ***********************************************************************
 EB1718  DESIGNATION -  BLA 35
 EB1718  PID         -  EB1718
 EB1718  STATE/COUNTY-  NC/BLADEN
 EB1718  USGS QUAD   -  WHITE LAKE (1986)
 EB1718
 EB1718                         *CURRENT SURVEY CONTROL
 EB1718  ___________________________________________________________________
 EB1718* NAD 83(1986)-  34 43 18.     (N)    078 23 26.     (W)     SCALED    
 EB1718* NAVD 88     -        20.552  (meters)      67.43   (feet)  ADJUSTED  
 EB1718  ___________________________________________________________________
 EB1718  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 EB1718  DYNAMIC HT  -          20.532 (meters)      67.36  (feet)  COMP
 EB1718  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 EB1718
 EB1718  VERT ORDER  -  SECOND    CLASS II
 EB1718
 EB1718.The horizontal coordinates were scaled from a topographic map and have
 EB1718.an estimated accuracy of +/- 6 seconds.
 EB1718
 EB1718.The orthometric height was determined by differential leveling
 EB1718.and adjusted in June 1991.
 EB1718
 EB1718.The geoid height was determined by GEOID03.
 EB1718
 EB1718.The dynamic height is computed by dividing the NAVD 88
 EB1718.geopotential number by the normal gravity value computed on the
 EB1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1718.degrees latitude (g = 980.6199 gals.).
 EB1718
 EB1718.The modeled gravity was interpolated from observed gravity values.
 EB1718
 EB1718;                    North         East    Units  Estimated Accuracy
 EB1718;SPC NC       -   107,960.      665,420.      MT  (+/- 180 meters Scaled)
 EB1718
 EB1718                          SUPERSEDED SURVEY CONTROL
 EB1718
 EB1718.No superseded survey control is available for this station.
 EB1718
 EB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU389452(NAD 83)
 EB1718_MARKER: DB = BENCH MARK DISK
 EB1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1718_SP_SET: CONCRETE POST
 EB1718_STAMPING: BLA 35 1979
 EB1718_MARK LOGO: NCGS  
 EB1718_PROJECTION: PROJECTING 13 CENTIMETERS
 EB1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1718+STABILITY: SURFACE MOTION
 EB1718
 EB1718  HISTORY     - Date     Condition        Report By
 EB1718  HISTORY     - 1979     MONUMENTED       NCGS
 EB1718
 EB1718                          STATION DESCRIPTION
 EB1718
 EB1718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1718'4.3 MI SOUTH FROM GARLAND.
 EB1718'2.15 MILES NORTHWEST
 EB1718'ALONG NC 210 FROM INTERSECTION WITH NC 41 EAST-NORTHEAST
 EB1718'OF WHITE LAKE TO STATION EAST-NORTHEAST OF HIGHWAY IN
 EB1718'WOODS LINE,  31.4 FEET EAST-NORTHEAST OF CENTERLINE OF NC 210, 77.0
 EB1718'FEET SOUTH-SOUTHEAST OF CENTERLINE OF FIELD ROAD, 6.9 FEET NORTHWEST
 EB1718'OF 4 INCH GUM WITH REFERENCE TAG, 13.6 FEET SOUTH-SOUTHEAST OF 5
 EB1718'INCH GUM WITH REFERENCE TAG, 22.8 FEET SOUTHEAST OF NORTHEAST END OF
 EB1718'HIGHWAY CULVERT, AND 112.5 FEET NORTH-NORTHEAST OF POWER POLE 36337
 EB1718'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1719 ***********************************************************************
 EB1719  DESIGNATION -  BLA 36
 EB1719  PID         -  EB1719
 EB1719  STATE/COUNTY-  NC/BLADEN
 EB1719  USGS QUAD   -  WHITE LAKE (1986)
 EB1719
 EB1719                         *CURRENT SURVEY CONTROL
 EB1719  ___________________________________________________________________
 EB1719* NAD 83(1986)-  34 43 46.     (N)    078 24 03.     (W)     SCALED    
 EB1719* NAVD 88     -        26.004  (meters)      85.31   (feet)  ADJUSTED  
 EB1719  ___________________________________________________________________
 EB1719  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EB1719  DYNAMIC HT  -          25.979 (meters)      85.23  (feet)  COMP
 EB1719  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 EB1719
 EB1719  VERT ORDER  -  SECOND    CLASS II
 EB1719
 EB1719.The horizontal coordinates were scaled from a topographic map and have
 EB1719.an estimated accuracy of +/- 6 seconds.
 EB1719
 EB1719.The orthometric height was determined by differential leveling
 EB1719.and adjusted in June 1991.
 EB1719
 EB1719.The geoid height was determined by GEOID03.
 EB1719
 EB1719.The dynamic height is computed by dividing the NAVD 88
 EB1719.geopotential number by the normal gravity value computed on the
 EB1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1719.degrees latitude (g = 980.6199 gals.).
 EB1719
 EB1719.The modeled gravity was interpolated from observed gravity values.
 EB1719
 EB1719;                    North         East    Units  Estimated Accuracy
 EB1719;SPC NC       -   108,820.      664,470.      MT  (+/- 180 meters Scaled)
 EB1719
 EB1719                          SUPERSEDED SURVEY CONTROL
 EB1719
 EB1719.No superseded survey control is available for this station.
 EB1719
 EB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU379461(NAD 83)
 EB1719_MARKER: DB = BENCH MARK DISK
 EB1719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EB1719+WITH SETTING: PAVEMENT
 EB1719_SP_SET: CONCRETE STEP
 EB1719_STAMPING: BLA 36 1979
 EB1719_MARK LOGO: NCGS  
 EB1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1719+STABILITY: SURFACE MOTION
 EB1719
 EB1719  HISTORY     - Date     Condition        Report By
 EB1719  HISTORY     - 1979     MONUMENTED       NCGS
 EB1719
 EB1719                          STATION DESCRIPTION
 EB1719
 EB1719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1719'3.7 MILES SOUTH FROM GARLAND.
 EB1719'3.15 MILES NORTHWEST ALONG NC 210 FROM INTERSECTION WITH NC 41,
 EB1719'EAST-NORTHEAST OF WHITE LAKE TO SOUTH RIVER PRESBYTERIAN CHURCH AND
 EB1719'STATION IN THE BOTTOM STEP AT FRONT ENTRANCE TO CHURCH,  61.0 FEET
 EB1719'EAST-NORTHEAST OF CENTERLINE OF NC 210, 1.5 FEET NORTH-NORTHWEST OF
 EB1719'SOUTH END OF STEP AND 37.1 FEET NORTH-NORTHWEST OF 10 INCH PINE,
 EB1719'63.9 FEET SOUTHEAST OF A 10 INCH PINE, 37.0 FEET EAST-SOUTHEAST OF
 EB1719'A 15 INCH PINE ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1720 ***********************************************************************
 EB1720  DESIGNATION -  BLA 37
 EB1720  PID         -  EB1720
 EB1720  STATE/COUNTY-  NC/BLADEN
 EB1720  USGS QUAD   -  WHITE LAKE (1986)
 EB1720
 EB1720                         *CURRENT SURVEY CONTROL
 EB1720  ___________________________________________________________________
 EB1720* NAD 83(1986)-  34 44 36.     (N)    078 24 27.     (W)     SCALED    
 EB1720* NAVD 88     -        18.192  (meters)      59.68   (feet)  ADJUSTED  
 EB1720  ___________________________________________________________________
 EB1720  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EB1720  DYNAMIC HT  -          18.175 (meters)      59.63  (feet)  COMP
 EB1720  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 EB1720
 EB1720  VERT ORDER  -  SECOND    CLASS II
 EB1720
 EB1720.The horizontal coordinates were scaled from a topographic map and have
 EB1720.an estimated accuracy of +/- 6 seconds.
 EB1720
 EB1720.The orthometric height was determined by differential leveling
 EB1720.and adjusted in June 1991.
 EB1720
 EB1720.The geoid height was determined by GEOID03.
 EB1720
 EB1720.The dynamic height is computed by dividing the NAVD 88
 EB1720.geopotential number by the normal gravity value computed on the
 EB1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1720.degrees latitude (g = 980.6199 gals.).
 EB1720
 EB1720.The modeled gravity was interpolated from observed gravity values.
 EB1720
 EB1720;                    North         East    Units  Estimated Accuracy
 EB1720;SPC NC       -   110,350.      663,850.      MT  (+/- 180 meters Scaled)
 EB1720
 EB1720                          SUPERSEDED SURVEY CONTROL
 EB1720
 EB1720.No superseded survey control is available for this station.
 EB1720
 EB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU373476(NAD 83)
 EB1720_MARKER: DB = BENCH MARK DISK
 EB1720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1720_SP_SET: CONCRETE BOX CULVERT
 EB1720_STAMPING: BLA 37 1979
 EB1720_MARK LOGO: NCGS  
 EB1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1720+STABILITY: SURFACE MOTION
 EB1720
 EB1720  HISTORY     - Date     Condition        Report By
 EB1720  HISTORY     - 1979     MONUMENTED       NCGS
 EB1720
 EB1720                          STATION DESCRIPTION
 EB1720
 EB1720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1720'2.8 MI SSW FROM GARLAND.
 EB1720'0.9 MILES SOUTHEAST ALONG NC 210 FROM INTERSECTION WITH US 701
 EB1720'SOUTHWEST OF GARLAND TO STATION IN NORTHWEST END OF SOUTHWEST
 EB1720'HEADWALL OF TRIPLE BOX CULVERT UNDER HIGHWAY,  19.6 FEET SOUTHWEST OF
 EB1720'CENTERLINE OF NC 210, 2.6 FEET SOUTHEAST OF NORTHEAST END OF HEADWALL,
 EB1720'20.4 FEET NORTH OF A 6 INCH CYPRUS WITH REFERENCE TAG, AND 34.3 FEET
 EB1720'NORTHWEST OF A 7 INCH CYPRUS WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ7853 ***********************************************************************
 DJ7853  DESIGNATION -  BLA 38
 DJ7853  PID         -  DJ7853
 DJ7853  STATE/COUNTY-  NC/BLADEN
 DJ7853  USGS QUAD   -  ELIZABETHTOWN NORTH (1987)
 DJ7853
 DJ7853                         *CURRENT SURVEY CONTROL
 DJ7853  ___________________________________________________________________
 DJ7853* NAD 83(2007)-  34 39 13.76733(N)    078 31 11.56216(W)     ADJUSTED  
 DJ7853* NAVD 88     -        20.95   (meters)      68.7    (feet)  LEVELING  
 DJ7853  ___________________________________________________________________
 DJ7853  EPOCH DATE  -        2002.00
 DJ7853  X           -   1,045,363.960 (meters)                     COMP
 DJ7853  Y           -  -5,147,268.232 (meters)                     COMP
 DJ7853  Z           -   3,606,333.997 (meters)                     COMP
 DJ7853  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DJ7853  ELLIP HEIGHT-         -14.028 (meters)          (07/20/07) ADJUSTED
 DJ7853  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 DJ7853  HORZ ORDER  -  B
 DJ7853  VERT ORDER  -  THIRD ?
 DJ7853  ELLP ORDER  -  FOURTH    CLASS II
 DJ7853
 DJ7853.The horizontal coordinates were established by GPS observations
 DJ7853.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2007.
 DJ7853
 DJ7853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ7853.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ7853.The horizontal coordinates are valid at the epoch date displayed above.
 DJ7853.The epoch date for horizontal control is a decimal equivalence
 DJ7853.of Year/Month/Day.
 DJ7853
 DJ7853.The orthometric height was determined by differential leveling.
 DJ7853.The vertical network tie was performed by a horz. field party for horz.
 DJ7853.obs reductions. Reset procedures were used to establish the elevation.
 DJ7853
 DJ7853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ7853
 DJ7853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ7853
 DJ7853.The ellipsoidal height was determined by GPS observations
 DJ7853.and is referenced to NAD 83.
 DJ7853
 DJ7853.The geoid height was determined by GEOID03.
 DJ7853
 DJ7853;                    North         East     Units Scale Factor Converg.
 DJ7853;SPC NC       -   100,369.010   653,611.031   MT  0.99992666   +0 16 37.6
 DJ7853;SPC NC       -   329,293.99  2,144,388.86   sFT  0.99992666   +0 16 37.6
 DJ7853;UTM  17      - 3,837,452.797   727,289.478   MT  1.00023679   +1 24 39.0
 DJ7853
 DJ7853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7853!SPC NC       -   1.00000220  x   0.99992666  =   0.99992886
 DJ7853!UTM  17      -   1.00000220  x   1.00023679  =   1.00023899
 DJ7853
 DJ7853                          SUPERSEDED SURVEY CONTROL
 DJ7853
 DJ7853.No superseded survey control is available for this station.
 DJ7853
 DJ7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2728937453(NAD 83)
 DJ7853_MARKER: I = METAL ROD
 DJ7853_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ7853_STAMPING: BLA 38 2006
 DJ7853_MARK LOGO: NCGS  
 DJ7853_PROJECTION: RECESSED 8 CENTIMETERS
 DJ7853_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ7853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7853+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DJ7853_ROD/PIPE-DEPTH: 26.7 meters
 DJ7853_SLEEVE-DEPTH  : 1.1 meters
 DJ7853
 DJ7853  HISTORY     - Date     Condition        Report By
 DJ7853  HISTORY     - 20061128 MONUMENTED       NCGS
 DJ7853
 DJ7853                          STATION DESCRIPTION
 DJ7853
 DJ7853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ7853'THE MARK IS LOCATED ABOUT 17.2 MI (27.7 KM) EAST-NORTHEAST OF
 DJ7853'BLADENBORO, 16.3 MI (26.3 KM) EAST-SOUTHEAST OF TAR HEEL AND 5.2 MI
 DJ7853'(8.4 KM) EAST-NORTHEAST OF ELIZABETHTOWN.
 DJ7853' 
 DJ7853'AT THE NC DOT MAINTENANCE FACILTY.  ALONG US 701 FOR 5.8 MI (9.3 KM)
 DJ7853'NORTH FROM COURTHOUSE IN ELIZABETHTOWN TO ENTRANCE TO DOT MANTENANCE
 DJ7853'FACILTY ROAD, THENCE WEST FOR 0.05 MI (0.1 KM) GPS TOWER ON LEFT.
 DJ7853' 
 DJ7853'MARK IS ABOUT LEVEL WITH ROAD.  LOCATED 45.0 FT (13.7 M) SOUTHWEST OF
 DJ7853'THE CENTERLINE OF FACILTY ROAD, 90.1 FT (27.5 M) NORTH OF THE NORTH
 DJ7853'CORNER OF ONE STORY WOODEN SHOP BUILDING, 134.5 FT (41.0 M) SOUTHWEST
 DJ7853'OF WEST CORNER OF CONCRETE BLOCK MAINTENANCE BUILDING, 111.4 FT (34.0
 DJ7853'M) WEST-NORTHWEST OF NORTHWEST END OF GAS PUMP ISLAND, 21.4 FT (6.5 M)
 DJ7853'NORTHEAST OF EASTERNMOST LEG OF BASE STATION TOWER, 72.3 FT (22.0 M)
 DJ7853'SOUTHWEST OF A POWER POLE W/TRANSFORMER WITH, REFERENCE TAG.
 DJ7853'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0786 ***********************************************************************
 EB0786  DESIGNATION -  BLA 4
 EB0786  PID         -  EB0786
 EB0786  STATE/COUNTY-  NC/BLADEN
 EB0786  USGS QUAD   -  DUBLIN (1987)
 EB0786
 EB0786                         *CURRENT SURVEY CONTROL
 EB0786  ___________________________________________________________________
 EB0786* NAD 83(1986)-  34 42 09.     (N)    078 43 43.     (W)     SCALED    
 EB0786* NAVD 88     -        50.187  (meters)     164.66   (feet)  ADJUSTED  
 EB0786  ___________________________________________________________________
 EB0786  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0786  DYNAMIC HT  -          50.138 (meters)     164.49  (feet)  COMP
 EB0786  MODELED GRAV-     979,675.3   (mgal)                       NAVD 88
 EB0786
 EB0786  VERT ORDER  -  SECOND    CLASS II
 EB0786
 EB0786.The horizontal coordinates were scaled from a topographic map and have
 EB0786.an estimated accuracy of +/- 6 seconds.
 EB0786
 EB0786.The orthometric height was determined by differential leveling
 EB0786.and adjusted in June 1991.
 EB0786
 EB0786.The geoid height was determined by GEOID03.
 EB0786
 EB0786.The dynamic height is computed by dividing the NAVD 88
 EB0786.geopotential number by the normal gravity value computed on the
 EB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0786.degrees latitude (g = 980.6199 gals.).
 EB0786
 EB0786.The modeled gravity was interpolated from observed gravity values.
 EB0786
 EB0786;                    North         East    Units  Estimated Accuracy
 EB0786;SPC NC       -   105,700.      634,460.      MT  (+/- 180 meters Scaled)
 EB0786
 EB0786                          SUPERSEDED SURVEY CONTROL
 EB0786
 EB0786  NGVD 29 (??/??/92)   50.478  (m)          165.61   (f) ADJ UNCH    2 2
 EB0786
 EB0786.Superseded values are not recommended for survey control.
 EB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0786.See file dsdata.txt to determine how the superseded data were derived.
 EB0786
 EB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU080424(NAD 83)
 EB0786_MARKER: DD = SURVEY DISK
 EB0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0786_STAMPING: BLA 4 1974
 EB0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0786+STABILITY: SURFACE MOTION
 EB0786
 EB0786  HISTORY     - Date     Condition        Report By
 EB0786  HISTORY     - 1974     MONUMENTED       NCGS
 EB0786
 EB0786                          STATION DESCRIPTION
 EB0786
 EB0786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0786'3 MI N FROM DUBLIN.
 EB0786'BLA-4 IS LOCATED APPROXIMATELY 8.7 MILES WNW OF ELIZABETHTOWN.
 EB0786'TO REACH STATION FROM INTERSECTION OF NC 87 WITH NC 131 IN TAR
 EB0786'HEEL, PROCEED SE ALONG NC 87 FOR 3.30 MILES TO THE INTERSECTION
 EB0786'WITH SR 1336, TURN LEFT AND CONTINUE EASTERLY ALONG SR 1336
 EB0786'FOR 0.80 MILE TO THE INTERSECTION WITH SR 1340 AND STATION IN
 EB0786'THE Y-FORK OF A DIRT DRIVEWAY LEADING NE, 30.5 FT NE OF C/L
 EB0786'OF SR 1336, 69.5 FT NNW OF C/L OF INTERSECTION OF SR 1336 WITH
 EB0786'SR 1340, 2.7 FT SSE OF TELEPHONE JUNCTION BOX IN Y-FORK, AND
 EB0786'77.0 FT ENE OF TELEPHONE JUNCTION BOX POST 3/20 WITH ALUMINUM
 EB0786'REF. TAG.  DISK IS SET IN TOP OF PRECAST MONUMENT, PROJECTING
 EB0786'1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0787 ***********************************************************************
 EB0787  DESIGNATION -  BLA 5
 EB0787  PID         -  EB0787
 EB0787  STATE/COUNTY-  NC/BLADEN
 EB0787  USGS QUAD   -  DUBLIN (1987)
 EB0787
 EB0787                         *CURRENT SURVEY CONTROL
 EB0787  ___________________________________________________________________
 EB0787* NAD 83(1986)-  34 41 07.     (N)    078 42 01.     (W)     SCALED    
 EB0787* NAVD 88     -        46.166  (meters)     151.46   (feet)  ADJUSTED  
 EB0787  ___________________________________________________________________
 EB0787  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EB0787  DYNAMIC HT  -          46.122 (meters)     151.32  (feet)  COMP
 EB0787  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 EB0787
 EB0787  VERT ORDER  -  SECOND    CLASS II
 EB0787
 EB0787.The horizontal coordinates were scaled from a topographic map and have
 EB0787.an estimated accuracy of +/- 6 seconds.
 EB0787
 EB0787.The orthometric height was determined by differential leveling
 EB0787.and adjusted in June 1991.
 EB0787
 EB0787.The geoid height was determined by GEOID03.
 EB0787
 EB0787.The dynamic height is computed by dividing the NAVD 88
 EB0787.geopotential number by the normal gravity value computed on the
 EB0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0787.degrees latitude (g = 980.6199 gals.).
 EB0787
 EB0787.The modeled gravity was interpolated from observed gravity values.
 EB0787
 EB0787;                    North         East    Units  Estimated Accuracy
 EB0787;SPC NC       -   103,790.      637,060.      MT  (+/- 180 meters Scaled)
 EB0787
 EB0787                          SUPERSEDED SURVEY CONTROL
 EB0787
 EB0787  NGVD 29 (??/??/92)   46.458  (m)          152.42   (f) ADJ UNCH    2 2
 EB0787
 EB0787.Superseded values are not recommended for survey control.
 EB0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0787.See file dsdata.txt to determine how the superseded data were derived.
 EB0787
 EB0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU106405(NAD 83)
 EB0787_MARKER: DD = SURVEY DISK
 EB0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0787_SP_SET: DRIVEWAY
 EB0787_STAMPING: BLA 5 1974
 EB0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0787
 EB0787  HISTORY     - Date     Condition        Report By
 EB0787  HISTORY     - 1974     MONUMENTED       NCGS
 EB0787
 EB0787                          STATION DESCRIPTION
 EB0787
 EB0787'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0787'2.3 MI NE FROM DUBLIN.
 EB0787'BLA-5 IS LOCATED APPROXIMATELY 6.7 MILES WNW OF ELIZABETHTOWN.
 EB0787'TO REACH STATION FROM INTERSECTION OF NC 87 WITH US 701 IN
 EB0787'ELIZABETHTOWN, PROCEED WESTERLY ALONG NC 87 FOR 4.20 MILES TO
 EB0787'THE INTERSECTION WITH SR 1336, TURN RIGHT AND CONTINUE NORTHERLY
 EB0787'ALONG SR 1336 FOR 3.45 MILES TO A CONCRETE DRIVEWAY LEADING TO
 EB0787'A ONE STORY BRICK HOUSE (JAMES D. BORDEAUS RESIDENCE) AND
 EB0787'STATION IN DRIVEWAY, AND 1.20 MILES SE OF INTERSECTION WITH
 EB0787'SR 1339, 21.5 FT SW OF C/L OF SR 1336, 11.9 FT NNE OF TELEPHONE
 EB0787'PEDESTAL, 15.8 FT SE OF METAL LAMP POST, AND 48.0 FT NE OF PP
 EB0787'WITH TRANSFORMER AND WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH
 EB0787'WITH CONCRETE IN DRILL HOLE IN CONCRETE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0788 ***********************************************************************
 EB0788  DESIGNATION -  BLA 6
 EB0788  PID         -  EB0788
 EB0788  STATE/COUNTY-  NC/BLADEN
 EB0788  USGS QUAD   -  DUBLIN (1987)
 EB0788
 EB0788                         *CURRENT SURVEY CONTROL
 EB0788  ___________________________________________________________________
 EB0788* NAD 83(1986)-  34 40 21.     (N)    078 41 40.     (W)     SCALED    
 EB0788* NAVD 88     -        39.285  (meters)     128.89   (feet)  ADJUSTED  
 EB0788  ___________________________________________________________________
 EB0788  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 EB0788  DYNAMIC HT  -          39.247 (meters)     128.76  (feet)  COMP
 EB0788  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 EB0788
 EB0788  VERT ORDER  -  SECOND    CLASS II
 EB0788
 EB0788.The horizontal coordinates were scaled from a topographic map and have
 EB0788.an estimated accuracy of +/- 6 seconds.
 EB0788
 EB0788.The orthometric height was determined by differential leveling
 EB0788.and adjusted in June 1991.
 EB0788
 EB0788.The geoid height was determined by GEOID03.
 EB0788
 EB0788.The dynamic height is computed by dividing the NAVD 88
 EB0788.geopotential number by the normal gravity value computed on the
 EB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0788.degrees latitude (g = 980.6199 gals.).
 EB0788
 EB0788.The modeled gravity was interpolated from observed gravity values.
 EB0788
 EB0788;                    North         East    Units  Estimated Accuracy
 EB0788;SPC NC       -   102,380.      637,600.      MT  (+/- 180 meters Scaled)
 EB0788
 EB0788                          SUPERSEDED SURVEY CONTROL
 EB0788
 EB0788  NGVD 29 (??/??/92)   39.578  (m)          129.85   (f) ADJ UNCH    2 2
 EB0788
 EB0788.Superseded values are not recommended for survey control.
 EB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0788.See file dsdata.txt to determine how the superseded data were derived.
 EB0788
 EB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU112391(NAD 83)
 EB0788_MARKER: DD = SURVEY DISK
 EB0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0788_STAMPING: BLA 6 1974
 EB0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0788+STABILITY: SURFACE MOTION
 EB0788
 EB0788  HISTORY     - Date     Condition        Report By
 EB0788  HISTORY     - 1974     MONUMENTED       NCGS
 EB0788
 EB0788                          STATION DESCRIPTION
 EB0788
 EB0788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0788'2 MI ENE FROM DUBLIN.
 EB0788'BLA-6 IS LOCATED APPROXIMATELY 6.0 MILES WNW OF ELIZABETHTOWN.
 EB0788'TO REACH STATION FROM INTERSECTION OF NC 87 WITH US 701 IN
 EB0788'ELIZABETHTOWN, PROCEED WESTERLY ALONG NC 87 FOR 4.20 MILES TO
 EB0788'THE INTERSECTION WITH SR 1336, TURN RIGHT AND CONTINUE NORTHERLY
 EB0788'ALONG SR 1336 FOR 2.45 MILES TO THE INTERSECTION WITH SR 1338,
 EB0788'TURN LEFT AND CONTINUE NW ALONG SR 1338 FOR 0.05 MILE TO
 EB0788'STATION ON THE LEFT AT THE NW SIDE OF A DRIVEWAY LEADING TO A
 EB0788'MOBILE HOME, 24.0 FT SSW OF C/L OF SR 1338, 25.6 FT NW OF C/L
 EB0788'OF DRIVEWAY TO A MOBILE HOME, 1.3 FT SW OF SERVICE POLE WITH
 EB0788'ALUMINUM REF. TAG, AND 69.6 FT SSE OF PP 1900.  DISK IS SET IN
 EB0788'PRECAST MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0789 ***********************************************************************
 EB0789  DESIGNATION -  BLA 7
 EB0789  PID         -  EB0789
 EB0789  STATE/COUNTY-  NC/BLADEN
 EB0789  USGS QUAD   -  DUBLIN (1987)
 EB0789
 EB0789                         *CURRENT SURVEY CONTROL
 EB0789  ___________________________________________________________________
 EB0789* NAD 83(1986)-  34 39 50.     (N)    078 41 07.     (W)     SCALED    
 EB0789* NAVD 88     -        37.935  (meters)     124.46   (feet)  ADJUSTED  
 EB0789  ___________________________________________________________________
 EB0789  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EB0789  DYNAMIC HT  -          37.898 (meters)     124.34  (feet)  COMP
 EB0789  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 EB0789
 EB0789  VERT ORDER  -  SECOND    CLASS II
 EB0789
 EB0789.The horizontal coordinates were scaled from a topographic map and have
 EB0789.an estimated accuracy of +/- 6 seconds.
 EB0789
 EB0789.The orthometric height was determined by differential leveling
 EB0789.and adjusted in June 1991.
 EB0789
 EB0789.The geoid height was determined by GEOID03.
 EB0789
 EB0789.The dynamic height is computed by dividing the NAVD 88
 EB0789.geopotential number by the normal gravity value computed on the
 EB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0789.degrees latitude (g = 980.6199 gals.).
 EB0789
 EB0789.The modeled gravity was interpolated from observed gravity values.
 EB0789
 EB0789;                    North         East    Units  Estimated Accuracy
 EB0789;SPC NC       -   101,430.      638,450.      MT  (+/- 180 meters Scaled)
 EB0789
 EB0789                          SUPERSEDED SURVEY CONTROL
 EB0789
 EB0789  NGVD 29 (??/??/92)   38.228  (m)          125.42   (f) ADJ UNCH    2 2
 EB0789
 EB0789.Superseded values are not recommended for survey control.
 EB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0789.See file dsdata.txt to determine how the superseded data were derived.
 EB0789
 EB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU121382(NAD 83)
 EB0789_MARKER: DD = SURVEY DISK
 EB0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0789_STAMPING: BLA 7 1974
 EB0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0789+STABILITY: SURFACE MOTION
 EB0789
 EB0789  HISTORY     - Date     Condition        Report By
 EB0789  HISTORY     - 1974     MONUMENTED       NCGS
 EB0789
 EB0789                          STATION DESCRIPTION
 EB0789
 EB0789'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0789'2.4 MI E FROM DUBLIN.
 EB0789'BLA-7 IS LOCATED APPROXIMATELY 5.2 MILES WNW OF ELIZABETHTOWN.
 EB0789'TO REACH STATION FROM INTERSECTION OF NC 87 WITH US 701 IN
 EB0789'ELIZABETHTOWN, PROCEED WESTERLY ALONG NC 87 FOR 4.20 MILES TO
 EB0789'THE INTERSECTION WITH SR 1336, TURN RIGHT AND CONTINUE NORTHERLY
 EB0789'ALONG SR 1336 FOR 1.70 MILES TO A METAL GATE AT A FARM ROAD
 EB0789'LEADING NE AND STATION AT THE SE GATE POST, AND 0.75 MILE SOUTH
 EB0789'OF INTERSECTION WITH SR 1338, 33.8 FT NE OF C/L OF SR 1336, 9.4
 EB0789'FT SE OF C/L OF FARM ROAD, 1.5 FT EAST OF SE GATE POST WITH
 EB0789'ALUMINUM REF. TAG, 17.7 FT SE OF NW GATE POST WITH ALUMINUM
 EB0789'REF. TAG, AND 19.4 FT SW OF PP 1885.  DISK IS SET IN TOP OF
 EB0789'PRECAST MONUMENT PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0790 ***********************************************************************
 EB0790  DESIGNATION -  BLA 8
 EB0790  PID         -  EB0790
 EB0790  STATE/COUNTY-  NC/BLADEN
 EB0790  USGS QUAD   -  DUBLIN (1987)
 EB0790
 EB0790                         *CURRENT SURVEY CONTROL
 EB0790  ___________________________________________________________________
 EB0790* NAD 83(1986)-  34 39 23.     (N)    078 40 30.     (W)     SCALED    
 EB0790* NAVD 88     -        21.616  (meters)      70.92   (feet)  ADJUSTED  
 EB0790  ___________________________________________________________________
 EB0790  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 EB0790  DYNAMIC HT  -          21.595 (meters)      70.85  (feet)  COMP
 EB0790  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 EB0790
 EB0790  VERT ORDER  -  SECOND    CLASS II
 EB0790
 EB0790.The horizontal coordinates were scaled from a topographic map and have
 EB0790.an estimated accuracy of +/- 6 seconds.
 EB0790
 EB0790.The orthometric height was determined by differential leveling
 EB0790.and adjusted in June 1991.
 EB0790
 EB0790.The geoid height was determined by GEOID03.
 EB0790
 EB0790.The dynamic height is computed by dividing the NAVD 88
 EB0790.geopotential number by the normal gravity value computed on the
 EB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0790.degrees latitude (g = 980.6199 gals.).
 EB0790
 EB0790.The modeled gravity was interpolated from observed gravity values.
 EB0790
 EB0790;                    North         East    Units  Estimated Accuracy
 EB0790;SPC NC       -   100,600.      639,390.      MT  (+/- 180 meters Scaled)
 EB0790
 EB0790                          SUPERSEDED SURVEY CONTROL
 EB0790
 EB0790  NGVD 29 (??/??/92)   21.909  (m)           71.88   (f) ADJ UNCH    2 2
 EB0790
 EB0790.Superseded values are not recommended for survey control.
 EB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0790.See file dsdata.txt to determine how the superseded data were derived.
 EB0790
 EB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU130373(NAD 83)
 EB0790_MARKER: DD = SURVEY DISK
 EB0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0790_STAMPING: BLA 8 1974
 EB0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0790+STABILITY: SURFACE MOTION
 EB0790
 EB0790  HISTORY     - Date     Condition        Report By
 EB0790  HISTORY     - 1974     MONUMENTED       NCGS
 EB0790
 EB0790                          STATION DESCRIPTION
 EB0790
 EB0790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0790'3 MI E FROM DUBLIN.
 EB0790'BLA-8 IS LOCATED APPROXIMATELY 4.3 MILES WNW OF ELIZABETHTOWN.
 EB0790'TO REACH STATION FROM INTERSECTION OF NC 87 WITH US 701 IN
 EB0790'ELIZABETHTOWN, PROCEED WESTERLY ALONG NC 87 FOR 4.20 MILES TO
 EB0790'THE INTERSECTION WITH SR 1336, TURN RIGHT AND CONTINUE NORTHERLY
 EB0790'ALONG SR 1336 FOR 0.95 MILE TO STATION ON THE RIGHT AT THE END
 EB0790'OF ASPHALT IN DITCH AND 0.10 MILE SE OF WOODEN BRIDGE OVER CREEK,
 EB0790'29.5 FT NE OF C/L OF SR 1336, 17.6 FT SW OF 6 IN PINE WITH
 EB0790'ALUMINUM REF. TAG, AND 15.6 FT WEST OF 6 IN PINE WITH ALUMINUM REF.
 EB0790'TAG.  DISK IS SET IN TOP OF R/W MARKER, PROJECTING 12 INCHES
 EB0790'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0811 ***********************************************************************
 EB0811  DESIGNATION -  BLA 9
 EB0811  PID         -  EB0811
 EB0811  STATE/COUNTY-  NC/BLADEN
 EB0811  USGS QUAD   -  ELIZABETHTOWN SOUTH (1987)
 EB0811
 EB0811                         *CURRENT SURVEY CONTROL
 EB0811  ___________________________________________________________________
 EB0811* NAD 83(1986)-  34 35 36.     (N)    078 33 13.     (W)     SCALED    
 EB0811* NAVD 88     -        27.330  (meters)      89.67   (feet)  ADJUSTED  
 EB0811  ___________________________________________________________________
 EB0811  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EB0811  DYNAMIC HT  -          27.304 (meters)      89.58  (feet)  COMP
 EB0811  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 EB0811
 EB0811  VERT ORDER  -  SECOND    CLASS II
 EB0811
 EB0811.The horizontal coordinates were scaled from a topographic map and have
 EB0811.an estimated accuracy of +/- 6 seconds.
 EB0811
 EB0811.The orthometric height was determined by differential leveling
 EB0811.and adjusted in June 1991.
 EB0811
 EB0811.The geoid height was determined by GEOID03.
 EB0811
 EB0811.The dynamic height is computed by dividing the NAVD 88
 EB0811.geopotential number by the normal gravity value computed on the
 EB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0811.degrees latitude (g = 980.6199 gals.).
 EB0811
 EB0811.The modeled gravity was interpolated from observed gravity values.
 EB0811
 EB0811;                    North         East    Units  Estimated Accuracy
 EB0811;SPC NC       -    93,650.      650,550.      MT  (+/- 180 meters Scaled)
 EB0811
 EB0811                          SUPERSEDED SURVEY CONTROL
 EB0811
 EB0811  NGVD 29 (??/??/92)   27.625  (m)           90.63   (f) ADJ UNCH    2 2
 EB0811
 EB0811.Superseded values are not recommended for survey control.
 EB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0811.See file dsdata.txt to determine how the superseded data were derived.
 EB0811
 EB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU243306(NAD 83)
 EB0811_MARKER: DD = SURVEY DISK
 EB0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0811_STAMPING: BLA 9 1974
 EB0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0811+STABILITY: SURFACE MOTION
 EB0811
 EB0811  HISTORY     - Date     Condition        Report By
 EB0811  HISTORY     - 1974     MONUMENTED       NCGS
 EB0811
 EB0811                          STATION DESCRIPTION
 EB0811
 EB0811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0811'3.7 MI SE FROM ELIZABETHTOWN.
 EB0811'TO REACH STATION FROM INTERSECTION OF NC 87 WITH U.S. 701 IN
 EB0811'ELIZABETHTOWN, PROCEED SE ALONG NC 87 FOR 3.90 MILES TO STATION
 EB0811'ON THE LEFT, DIRECTLY IN FRONT OF PP 6292, AND 1.30 MILES NW OF
 EB0811'INTERSECTION WITH SR 1709, 35.2 FT NE OF C/L OF NC 87, 5.4 FT
 EB0811'SW OF PP 6292, AND 86.2 FT NE OF 24 IN PINE WITH ALUMINUM REF.
 EB0811'TAG.  DISK IS SET IN TOP OF PRECAST MONUMENT, PROJECTING 1 INCH
 EB0811'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0988 ***********************************************************************
 EA0988  DESIGNATION -  BLACK
 EA0988  PID         -  EA0988
 EA0988  STATE/COUNTY-  NC/PENDER
 EA0988  USGS QUAD   -  STAG PARK (1981)
 EA0988
 EA0988                         *CURRENT SURVEY CONTROL
 EA0988  ___________________________________________________________________
 EA0988* NAD 83(2001)-  34 36 20.46415(N)    077 50 45.66827(W)     ADJUSTED  
 EA0988* NAVD 88     -         4.577  (meters)      15.02   (feet)  ADJUSTED  
 EA0988  ___________________________________________________________________
 EA0988  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EA0988  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 EA0988  DYNAMIC HT  -           4.573 (meters)      15.00  (feet)  COMP
 EA0988  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 EA0988
 EA0988  HORZ ORDER  -  SECOND
 EA0988  VERT ORDER  -  SECOND    CLASS II
 EA0988
 EA0988.The horizontal coordinates were established by classical geodetic methods
 EA0988.and adjusted by the National Geodetic Survey in August 2005.
 EA0988
 EA0988.The orthometric height was determined by differential leveling
 EA0988.and adjusted in June 1991.
 EA0988
 EA0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0988
 EA0988.The geoid height was determined by GEOID03.
 EA0988
 EA0988.The dynamic height is computed by dividing the NAVD 88
 EA0988.geopotential number by the normal gravity value computed on the
 EA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0988.degrees latitude (g = 980.6199 gals.).
 EA0988
 EA0988.The modeled gravity was interpolated from observed gravity values.
 EA0988
 EA0988;                    North         East     Units Scale Factor Converg.
 EA0988;SPC NC       -    95,537.797   715,439.705   MT  0.99993571   +0 39 57.8
 EA0988;SPC NC       -   313,443.59  2,347,238.43   sFT  0.99993571   +0 39 57.8
 EA0988;UTM  18      - 3,832,999.373   239,017.984   MT  1.00043961   -1 37 02.1
 EA0988
 EA0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0988!SPC NC       -   1.00000502  x   0.99993571  =   0.99994073
 EA0988!UTM  18      -   1.00000502  x   1.00043961  =   1.00044464
 EA0988
 EA0988|---------------------------------------------------------------------|
 EA0988| PID    Reference Object                     Distance      Geod. Az  |
 EA0988|                                                           dddmmss.s |
 EA0988| EA0989 BOX                                 307.669 METERS 07657     |
 EA0988| EA0987 BLUE                                APPROX. 1.8 KM 2655930.2 |
 EA0988|---------------------------------------------------------------------|
 EA0988
 EA0988                          SUPERSEDED SURVEY CONTROL
 EA0988
 EA0988  NAD 83(1986)-  34 36 20.47219(N)    077 50 45.68302(W) AD(       ) 2
 EA0988  NAD 27      -  34 36 19.87376(N)    077 50 46.73330(W) AD(       ) 2
 EA0988  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) ADJ UNCH    2 2
 EA0988
 EA0988.Superseded values are not recommended for survey control.
 EA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0988.See file dsdata.txt to determine how the superseded data were derived.
 EA0988
 EA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3901832999(NAD 83)
 EA0988_MARKER: DD = SURVEY DISK
 EA0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0988_STAMPING: BACK 1974
 EA0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0988+STABILITY: SURFACE MOTION
 EA0988
 EA0988  HISTORY     - Date     Condition        Report By
 EA0988  HISTORY     - 1974     MONUMENTED       NCGS
 EA0988  HISTORY     - 1975     GOOD             NCGS
 EA0988
 EA0988                          STATION DESCRIPTION
 EA0988
 EA0988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0988'BACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0988'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0988'
 EA0988'BACK IS LOCATED APPROXIMATELY 5.9 MILES NORTHEAST OF BURGAW.  TO
 EA0988'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53
 EA0988'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR
 EA0988'5.8 MILES TO STATION ON LEFT, BEHIND A POWER POLE WITH A SUPPORT
 EA0988'POLE ON OPPOSITE SIDE OF HIGHWAY, 1.0 MILE SOUTHWEST OF
 EA0988'INTERSECTION WITH SR 1318, AND 1.9 MILES NORTHEAST OF A BRIDGE
 EA0988'OVER CAPE FEAR RIVER.
 EA0988'
 EA0988'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0988'BACK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0988'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA0988'
 EA0988'MARK IS 54.9 FT N OF C/L OF NC 53
 EA0988'
 EA0988'3.0 FT N OF PP WITH ALUMINUM REF. TAGS ON BOTH SIDES OF POLE
 EA0988'
 EA0988'34.8 FT SE OF 10 INCH PINE WITH ALUMINUM REF. TAG
 EA0988'
 EA0988'37.0 FT SW OF 8 INCH PINE WITH ALUMINUM REF. TAG
 EA0988
 EA0988                          STATION RECOVERY (1975)
 EA0988
 EA0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0988'5.9 MI NE FROM BURGAW.
 EA0988'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0988'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 5.8 MILES
 EA0988'TO STATION ON LEFT, BEHIND A POWER POLE WITH A SUPPORT POLE ON
 EA0988'OPPOSITE SIDE OF HIGHWAY, 1.0 MILES SOUTHWEST OF INTERSECTION WITH SR
 EA0988'1318, AND 1.9 MILES NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER.  54.9
 EA0988'FT. N OF C/L OF NC 53, 3.0 FT. N OF PP WITH ALUMINUM REF. TAGS ON BOTH
 EA0988'SIDES OF POLE, 34.8 FT. SE OF 10 INCH PINE WITH ALUMINUM REF. TAG, AND
 EA0988'37.0 FT. SW OF 8 INCH PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN
 EA0988'CONCRETE CYLINDER, 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2721 ***********************************************************************
 EZ2721  DESIGNATION -  BLACK
 EZ2721  PID         -  EZ2721
 EZ2721  STATE/COUNTY-  NC/HOKE
 EZ2721  USGS QUAD   -  NICHOLSON CREEK (1982)
 EZ2721
 EZ2721                         *CURRENT SURVEY CONTROL
 EZ2721  ___________________________________________________________________
 EZ2721* NAD 83(2001)-  35 01 28.15792(N)    079 08 53.04504(W)     ADJUSTED  
 EZ2721* NAVD 88     -        74.608  (meters)     244.78   (feet)  ADJUSTED  
 EZ2721  ___________________________________________________________________
 EZ2721  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 EZ2721  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EZ2721  DYNAMIC HT  -          74.539 (meters)     244.55  (feet)  COMP
 EZ2721  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EZ2721
 EZ2721  HORZ ORDER  -  SECOND
 EZ2721  VERT ORDER  -  SECOND    CLASS II
 EZ2721
 EZ2721.The horizontal coordinates were established by classical geodetic methods
 EZ2721.and adjusted by the National Geodetic Survey in August 2005.
 EZ2721
 EZ2721.The orthometric height was determined by differential leveling
 EZ2721.and adjusted in June 1991.
 EZ2721
 EZ2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2721
 EZ2721.The geoid height was determined by GEOID03.
 EZ2721
 EZ2721.The dynamic height is computed by dividing the NAVD 88
 EZ2721.geopotential number by the normal gravity value computed on the
 EZ2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2721.degrees latitude (g = 980.6199 gals.).
 EZ2721
 EZ2721.The modeled gravity was interpolated from observed gravity values.
 EZ2721
 EZ2721;                    North         East     Units Scale Factor Converg.
 EZ2721;SPC NC       -   141,389.143   596,090.006   MT  0.99988042   -0 05 07.7
 EZ2721;SPC NC       -   463,874.21  1,955,671.96   sFT  0.99988042   -0 05 07.7
 EZ2721;UTM  17      - 3,877,326.132   668,951.615   MT  0.99995181   +1 03 47.2
 EZ2721
 EZ2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2721!SPC NC       -   0.99999344  x   0.99988042  =   0.99987386
 EZ2721!UTM  17      -   0.99999344  x   0.99995181  =   0.99994525
 EZ2721
 EZ2721                          SUPERSEDED SURVEY CONTROL
 EZ2721
 EZ2721  NAD 83(1986)-  35 01 28.17285(N)    079 08 53.04886(W) AD(       ) 2
 EZ2721  NAVD 88 (06/16/98)   74.61   (m)          244.8    (f) LEVELING    3  
 EZ2721
 EZ2721.Superseded values are not recommended for survey control.
 EZ2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2721.See file dsdata.txt to determine how the superseded data were derived.
 EZ2721
 EZ2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6895277326(NAD 83)
 EZ2721_MARKER: DE = TRAVERSE STATION DISK
 EZ2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2721_SP_SET: CONCRETE POST
 EZ2721_STAMPING: BLACK 1981
 EZ2721_MARK LOGO: NCGS  
 EZ2721_PROJECTION: RECESSED 10 CENTIMETERS
 EZ2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2721+STABILITY: SURFACE MOTION
 EZ2721
 EZ2721  HISTORY     - Date     Condition        Report By
 EZ2721  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2721  HISTORY     - 1985     GOOD             USPSQD
 EZ2721
 EZ2721                          STATION DESCRIPTION
 EZ2721
 EZ2721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2721'5.1 MI NW FROM ROCKFISH.
 EZ2721'ALONG US 401, 2.2 MILES NORTHEAST OF THE INTERSECTION WITH US 401
 EZ2721'BYPASS NORTHEAST OF RAEFORD AND 0.35 MILE SOUTHWEST OF SR 1304 AT
 EZ2721'BLACK BRANCH CULVERT UNDER HIGHWAY, 22.8 FEET NORTHWEST OF CENTERLINE
 EZ2721'OF HIGHWAY, 70.8 FEET WEST-SOUTHWEST OF NORTH END OF HIGHWAY CULVERT,
 EZ2721'88.1 FEET WEST-NORTHWEST OF SOUTH END OF SAME CULVERT, 60.9 FEET
 EZ2721'EAST-NORTHEAST OF 12 INCH PINE WITH REFERENCE TAG AND 19.9 FEET
 EZ2721'SOUTHEAST OF 18 INCH POPLAR WITH REFERENCE TAG.
 EZ2721'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2721
 EZ2721                          STATION RECOVERY (1985)
 EZ2721
 EZ2721'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2277 ***********************************************************************
 FA2277  DESIGNATION -  BLACK
 FA2277  PID         -  FA2277
 FA2277  STATE/COUNTY-  NC/CABARRUS
 FA2277  USGS QUAD   -  HARRISBURG (1993)
 FA2277
 FA2277                         *CURRENT SURVEY CONTROL
 FA2277  ___________________________________________________________________
 FA2277* NAD 83(2001)-  35 20 38.16432(N)    080 37 54.85535(W)     ADJUSTED  
 FA2277* NAVD 88     -       191.7    (meters)     629.     (feet)  VERTCON   
 FA2277  ___________________________________________________________________
 FA2277  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 FA2277  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA2277  HORZ ORDER  -  SECOND
 FA2277
 FA2277.The horizontal coordinates were established by classical geodetic methods
 FA2277.and adjusted by the National Geodetic Survey in August 2005.
 FA2277
 FA2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2277
 FA2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2277
 FA2277.The geoid height was determined by GEOID03.
 FA2277
 FA2277;                    North         East     Units Scale Factor Converg.
 FA2277;SPC NC       -   178,034.411   461,279.089   MT  0.99987388   -0 56 30.8
 FA2277;SPC NC       -   584,101.23  1,513,379.81   sFT  0.99987388   -0 56 30.8
 FA2277;UTM  17      - 3,911,247.336   533,448.269   MT  0.99961379   +0 12 46.6
 FA2277
 FA2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2277!SPC NC       -   0.99997467  x   0.99987388  =   0.99984856
 FA2277!UTM  17      -   0.99997467  x   0.99961379  =   0.99958847
 FA2277
 FA2277:                Primary Azimuth Mark                     Grid Az
 FA2277:SPC NC       -  LAWN                                     340 08 27.2
 FA2277:UTM  17      -  LAWN                                     338 59 09.8
 FA2277
 FA2277|---------------------------------------------------------------------|
 FA2277| PID    Reference Object                     Distance      Geod. Az  |
 FA2277|                                                           dddmmss.s |
 FA2277| FA2288 LAWN                                APPROX. 1.1 KM 3391156.4 |
 FA2277|---------------------------------------------------------------------|
 FA2277
 FA2277                          SUPERSEDED SURVEY CONTROL
 FA2277
 FA2277  NAD 83(1986)-  35 20 38.18018(N)    080 37 54.86461(W) AD(       ) 2
 FA2277  NAD 27      -  35 20 37.67192(N)    080 37 55.61127(W) AD(       ) 2
 FA2277  NGVD 29 (07/19/86)  192.0    (m)          630.     (f) VERT ANG    3  
 FA2277
 FA2277.Superseded values are not recommended for survey control.
 FA2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2277.See file dsdata.txt to determine how the superseded data were derived.
 FA2277
 FA2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3344811247(NAD 83)
 FA2277_MARKER: DE = TRAVERSE STATION DISK
 FA2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2277_STAMPING: BLANK 1963
 FA2277_MARK LOGO: NCGS  
 FA2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2277+STABILITY: SURFACE MOTION
 FA2277
 FA2277  HISTORY     - Date     Condition        Report By
 FA2277  HISTORY     - 1963     MONUMENTED       NCGS
 FA2277
 FA2277                          STATION DESCRIPTION
 FA2277
 FA2277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2277'BLACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2277'NORTH CAROLINA.  STATION IS 5.3 MILES SW OF CONCORD, 0.3 MILES
 FA2277'S ALONG SR 1307 FROM Y INTERSECTION OF SR 1307 AND SR 1304,
 FA2277'1.2 MILES NW ALONG SR 1307 FROM INTERSECTION WITH NC 49 AND IS ON
 FA2277'E SIDE OF ROAD BESIDE DIRT DRIVE IN PAUL D. BLACKWELDS YARD.
 FA2277'
 FA2277'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2277'BLACK 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2277'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2277'
 FA2277'MARK IS
 FA2277'
 FA2277'67.7 FT E OF C/L OF SR 1307
 FA2277'
 FA2277'51.5 FT SW OF S CORNER OF CARPORT
 FA2277'
 FA2277'96.5 FT E OF 3 LEAD NAILS IN PP
 FA2277'
 FA2277'62.2 FT W OF SW CORNER OF BRICK PUMP HOUSE
 FA2277'
 FA2277'11.5 FT S OF C/L OF DIRT DRIVE
 FA2277'
 FA2277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2036 ***********************************************************************
 EB2036  DESIGNATION -  BLACK
 EB2036  PID         -  EB2036
 EB2036  STATE/COUNTY-  NC/SAMPSON
 EB2036  USGS QUAD   -  TOMAHAWK (1986)
 EB2036
 EB2036                         *CURRENT SURVEY CONTROL
 EB2036  ___________________________________________________________________
 EB2036* NAD 83(2001)-  34 42 48.17447(N)    078 16 15.06460(W)     ADJUSTED  
 EB2036* NAVD 88     -        12.8    (meters)      42.     (feet)  VERTCON   
 EB2036  ___________________________________________________________________
 EB2036  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EB2036  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EB2036  HORZ ORDER  -  SECOND
 EB2036
 EB2036.The horizontal coordinates were established by classical geodetic methods
 EB2036.and adjusted by the National Geodetic Survey in August 2005.
 EB2036
 EB2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2036
 EB2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2036
 EB2036.The geoid height was determined by GEOID03.
 EB2036
 EB2036;                    North         East     Units Scale Factor Converg.
 EB2036;SPC NC       -   107,114.349   676,388.957   MT  0.99991644   +0 25 15.0
 EB2036;SPC NC       -   351,424.33  2,219,119.44   sFT  0.99991644   +0 25 15.0
 EB2036;UTM  17      - 3,844,650.307   749,938.084   MT  1.00037002   +1 33 17.9
 EB2036
 EB2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2036!SPC NC       -   1.00000355  x   0.99991644  =   0.99991999
 EB2036!UTM  17      -   1.00000355  x   1.00037002  =   1.00037358
 EB2036
 EB2036|---------------------------------------------------------------------|
 EB2036| PID    Reference Object                     Distance      Geod. Az  |
 EB2036|                                                           dddmmss.s |
 EB2036| EB2033 RIVER                               399.258 METERS 26101     |
 EB2036|---------------------------------------------------------------------|
 EB2036
 EB2036                          SUPERSEDED SURVEY CONTROL
 EB2036
 EB2036  NAD 83(1986)-  34 42 48.18245(N)    078 16 15.07554(W) AD(       ) 2
 EB2036  NAD 27      -  34 42 47.56698(N)    078 16 16.08683(W) AD(       ) 2
 EB2036  NGVD 29 (07/19/86)   13.0    (m)           43.     (f) VERT ANG    3  
 EB2036
 EB2036.Superseded values are not recommended for survey control.
 EB2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2036.See file dsdata.txt to determine how the superseded data were derived.
 EB2036
 EB2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4993844650(NAD 83)
 EB2036_MARKER: DE = TRAVERSE STATION DISK
 EB2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2036_STAMPING: BLACK 1973
 EB2036_MARK LOGO: NCGS  
 EB2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2036+STABILITY: SURFACE MOTION
 EB2036
 EB2036  HISTORY     - Date     Condition        Report By
 EB2036  HISTORY     - 1973     MONUMENTED       NCGS
 EB2036  HISTORY     - 1985     GOOD             USPSQD
 EB2036  HISTORY     - 1989     GOOD             USPSQD
 EB2036
 EB2036                          STATION DESCRIPTION
 EB2036
 EB2036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2036'BLACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2036'VICINITY OF HARRELLS, NORTH CAROLINA.
 EB2036'
 EB2036'BLACK IS LOCATED APPROXIMATELY 4.0 MILES WSW OF HARRELLS, AND 8.7
 EB2036'MILES SE OF GARLAND. TO REACH THE STATION FROM THE NC 41 BRIDGE OVER
 EB2036'BLACK RIVER WEST OF HARRELLS.  PROCEED EAST ALONG NC 41 FOR 0.10
 EB2036'MILES TO STATION ON THE RIGHT SHOULDER.  2.10 MILES WEST OF
 EB2036'INTERSECTION WITH SR 1118.  0.3 MILES WEST OF NC 41 CREEK BRIDGE.
 EB2036'
 EB2036'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLACK
 EB2036'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB2036'INCHES BELOW THE SURFACE OF THE GROUND.
 EB2036'
 EB2036'MARK IS
 EB2036'
 EB2036'17.5 FEET SSE OF C/L OF NC 41.
 EB2036'117.9 FEET ENE FROM FIRST SPILLWAY EAST OF BRIDGE OVER BLACK RIVER
 EB2036'IN SOUTH SHOULDER OF ROAD.
 EB2036'54.3 FEET WSW FROM SECOND SPILLWAY EAST OF BRIDGE IN SOUTH
 EB2036'SHOULDER.  48.2 FEET WNW OF 10 INCH PINE W/ALUMINUM REF. TAG.
 EB2036'33.5 FEET NNE OF 2 INCH PINE W/ALUMINUM REF. TAG.
 EB2036'56.0 FEET NE OF 10 INCH DOUBLE PINE W/ALUMINUM REF.
 EB2036'TAG.
 EB2036
 EB2036                          STATION RECOVERY (1985)
 EB2036
 EB2036'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB2036'RECOVERED IN GOOD CONDITION.
 EB2036
 EB2036                          STATION RECOVERY (1989)
 EB2036
 EB2036'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EB2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2562 ***********************************************************************
 EB2562  DESIGNATION -  BLACK
 EB2562  PID         -  EB2562
 EB2562  STATE/COUNTY-  NC/CUMBERLAND
 EB2562  USGS QUAD   -  HOPE MILLS (1986)
 EB2562
 EB2562                         *CURRENT SURVEY CONTROL
 EB2562  ___________________________________________________________________
 EB2562* NAD 83(2001)-  34 57 40.87235(N)    078 55 05.95874(W)     ADJUSTED  
 EB2562* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 EB2562  ___________________________________________________________________
 EB2562  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EB2562  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 EB2562  HORZ ORDER  -  SECOND
 EB2562
 EB2562.The horizontal coordinates were established by classical geodetic methods
 EB2562.and adjusted by the National Geodetic Survey in August 2005.
 EB2562
 EB2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2562
 EB2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2562
 EB2562.The geoid height was determined by GEOID03.
 EB2562
 EB2562;                    North         East     Units Scale Factor Converg.
 EB2562;SPC NC       -   134,378.745   617,060.115   MT  0.99988536   +0 02 49.7
 EB2562;SPC NC       -   440,874.27  2,024,471.39   sFT  0.99988536   +0 02 49.7
 EB2562;UTM  17      - 3,870,736.285   690,060.317   MT  1.00004522   +1 11 35.6
 EB2562
 EB2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2562!SPC NC       -   1.00000027  x   0.99988536  =   0.99988563
 EB2562!UTM  17      -   1.00000027  x   1.00004522  =   1.00004549
 EB2562
 EB2562:                Primary Azimuth Mark                     Grid Az
 EB2562:SPC NC       -  POTTERY                                  024 31 45.5
 EB2562:UTM  17      -  POTTERY                                  023 22 59.6
 EB2562
 EB2562|---------------------------------------------------------------------|
 EB2562| PID    Reference Object                     Distance      Geod. Az  |
 EB2562|                                                           dddmmss.s |
 EB2562| EB0721 POTTERY                             APPROX. 1.4 KM 0243435.2 |
 EB2562|---------------------------------------------------------------------|
 EB2562
 EB2562                          SUPERSEDED SURVEY CONTROL
 EB2562
 EB2562  NAD 83(1986)-  34 57 40.88459(N)    078 55 05.96146(W) AD(       ) 2
 EB2562  NAD 27      -  34 57 40.29268(N)    078 55 06.86289(W) AD(       ) 2
 EB2562  NGVD 29 (07/19/86)   32.0    (m)          105.     (f) VERT ANG    3  
 EB2562
 EB2562.Superseded values are not recommended for survey control.
 EB2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2562.See file dsdata.txt to determine how the superseded data were derived.
 EB2562
 EB2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9006070736(NAD 83)
 EB2562_MARKER: DE = TRAVERSE STATION DISK
 EB2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2562_STAMPING: BLACK 1969
 EB2562_MARK LOGO: NCGS  
 EB2562_PROJECTION: FLUSH
 EB2562_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2562+STABILITY: SURFACE MOTION
 EB2562
 EB2562  HISTORY     - Date     Condition        Report By
 EB2562  HISTORY     - 1969     MONUMENTED       NCGS
 EB2562  HISTORY     - 19850101 GOOD             NCGS
 EB2562  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 EB2562  HISTORY     - 20020518 MARK NOT FOUND   USPSQD
 EB2562  HISTORY     - 20050119 MARK NOT FOUND   USPSQD
 EB2562
 EB2562                          STATION DESCRIPTION
 EB2562
 EB2562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2562'BLACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2562'VICINITY OF ST. PAULS, NORTH CAROLINA.
 EB2562'
 EB2562'BLACK IS LOCATED APPROXIMATELY 1.75 MILES ESE OF HOPE MILLS AND 6.6
 EB2562'MILES SSW OF FAYETTEVILLE.  TO REACH STATION PROCEED FROM THE
 EB2562'INTERSECTION OF US 301 AND NC 59, GO NORTHEAST ON US 301 FOR 1.4
 EB2562'MILES TO STATION ON RIGHT, IN MEDIUM OF US 301 AND SR 2274,
 EB2562'APPROXIMATELY 75 FEET SOUTH OF LONE ELM TREE ACROSS FROM TRAILER
 EB2562'HOME OF MR. BLACK, AND 0.1 MILE SOUTH OF THE END OF SR 2274.
 EB2562'
 EB2562'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLACK
 EB2562'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EB2562'INCH BELOW THE SURFACE OF THE GROUND.
 EB2562'
 EB2562'MARK IS
 EB2562'
 EB2562'21.3 FEET SE OF C/L OF US 301 N BOUND LANE.
 EB2562'51.9 FEET NW OF C/L OF SR 2274.
 EB2562'160.4 FEET NNE OF PP NO. 1224 WITH ALUMINUM REF. TAG.
 EB2562'92.9 FEET WNW OF PP NO. 1223 WITH ALUMINUM REF. TAG.
 EB2562'71.0 FEET WSW OF 8 INCH ELM TREE WITH ALUMINUM REF. TAG.
 EB2562
 EB2562                          STATION RECOVERY (1985)
 EB2562
 EB2562'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EB2562'RECOVERED AS DESCRIBED.
 EB2562
 EB2562                          STATION RECOVERY (1991)
 EB2562
 EB2562'RECOVERY NOTE BY US POWER SQUADRON 1991 (LAP)
 EB2562'MARK NOT FOUND.
 EB2562
 EB2562                          STATION RECOVERY (2002)
 EB2562
 EB2562'RECOVERY NOTE BY US POWER SQUADRON 2002 (MAD)
 EB2562'MARK NOT FOUND.
 EB2562
 EB2562                          STATION RECOVERY (2005)
 EB2562
 EB2562'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2562'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3577 ***********************************************************************
 EZ3577  DESIGNATION -  BLACK
 EZ3577  PID         -  EZ3577
 EZ3577  STATE/COUNTY-  NC/MOORE
 EZ3577  USGS QUAD   -  CARTHAGE (1980)
 EZ3577
 EZ3577                         *CURRENT SURVEY CONTROL
 EZ3577  ___________________________________________________________________
 EZ3577* NAD 83(2001)-  35 16 17.82014(N)    079 26 06.69887(W)     ADJUSTED  
 EZ3577* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 EZ3577  ___________________________________________________________________
 EZ3577  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EZ3577  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 EZ3577  HORZ ORDER  -  SECOND
 EZ3577
 EZ3577.The horizontal coordinates were established by classical geodetic methods
 EZ3577.and adjusted by the National Geodetic Survey in August 2005.
 EZ3577
 EZ3577.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3577
 EZ3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3577
 EZ3577.The geoid height was determined by GEOID03.
 EZ3577
 EZ3577;                    North         East     Units Scale Factor Converg.
 EZ3577;SPC NC       -   168,879.659   570,010.041   MT  0.99987265   -0 15 04.3
 EZ3577;SPC NC       -   554,066.01  1,870,107.94   sFT  0.99987265   -0 15 04.3
 EZ3577;UTM  17      - 3,904,287.446   642,323.615   MT  0.99984963   +0 54 13.5
 EZ3577
 EZ3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3577!SPC NC       -   0.99998589  x   0.99987265  =   0.99985854
 EZ3577!UTM  17      -   0.99998589  x   0.99984963  =   0.99983552
 EZ3577
 EZ3577:                Primary Azimuth Mark                     Grid Az
 EZ3577:SPC NC       -  LEAN                                     011 22 14.2
 EZ3577:UTM  17      -  LEAN                                     010 12 56.4
 EZ3577
 EZ3577|---------------------------------------------------------------------|
 EZ3577| PID    Reference Object                     Distance      Geod. Az  |
 EZ3577|                                                           dddmmss.s |
 EZ3577| EZ3573 LEAN                                422.410 METERS 0110709.9 |
 EZ3577| EZ3575 WAD                                 446.077 METERS 2003514.1 |
 EZ3577|---------------------------------------------------------------------|
 EZ3577
 EZ3577                          SUPERSEDED SURVEY CONTROL
 EZ3577
 EZ3577  NAD 83(1986)-  35 16 17.81823(N)    079 26 06.70433(W) AD(       ) 2
 EZ3577  NAD 27      -  35 16 17.24802(N)    079 26 07.60046(W) AD(       ) 2
 EZ3577  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG    3  
 EZ3577
 EZ3577.Superseded values are not recommended for survey control.
 EZ3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3577.See file dsdata.txt to determine how the superseded data were derived.
 EZ3577
 EZ3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4232404287(NAD 83)
 EZ3577_MARKER: DE = TRAVERSE STATION DISK
 EZ3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3577_STAMPING: BLACK 1972
 EZ3577_MARK LOGO: NCGS  
 EZ3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3577+STABILITY: SURFACE MOTION
 EZ3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3577+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 EZ3577
 EZ3577  HISTORY     - Date     Condition        Report By
 EZ3577  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3577  HISTORY     - 20050303 GOOD             USPSQD
 EZ3577
 EZ3577                          STATION DESCRIPTION
 EZ3577
 EZ3577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3577'BLACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3577'VICINITY OF CARTHAGE, NORTH CAROLINA.
 EZ3577'
 EZ3577'BLACK IS LOCATED APPROXIMATELY 5.2 MILES SSW OF CARTHAGE AND 5.9
 EZ3577'MILES NNE OF PINEHURST.  TO REACH STATION FROM THE INTERSECTION OF
 EZ3577'US 15-501 WITH NC 73 IN THE COMMUNITY OF EASTWOOD, PROCEED NORTH
 EZ3577'ALONG US 15-501 FOR 1.3 MILES TO STATION ON RIGHT ON 10 FOOT BANK IN
 EZ3577'OLD ROADBED, 0.25 MILE SOUTH OF INTERSECTION WITH SR 1835,
 EZ3577'APPROXIMATELY 125 FEET SOUTH OF DIRT DRIVEWAY EAST AND
 EZ3577'APPROXIMATELY 325 FEET NORTH OF DIRT DRIVE (E).
 EZ3577'
 EZ3577'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLACK
 EZ3577'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ3577'INCHES ABOVE THE GROUND.
 EZ3577'
 EZ3577'MARK IS
 EZ3577'43.5 FEET E OF C/L OF US 150501 (SLOPE).
 EZ3577'13.4 FEET ENE OF 4 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3577'27.0 FEET W OF 5 INCH POPLAR WITH ALUMINUM REF. TAG.
 EZ3577'9.8 FEET N OF 4 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3577
 EZ3577                          STATION RECOVERY (2005)
 EZ3577
 EZ3577'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ3577'N 35 16.299
 EZ3577'W079 26.113
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3853 ***********************************************************************
 FX3853  DESIGNATION -  BLACK
 FX3853  PID         -  FX3853
 FX3853  STATE/COUNTY-  NC/BERTIE
 FX3853  USGS QUAD   -  EDENHOUSE (1982)
 FX3853
 FX3853                         *CURRENT SURVEY CONTROL
 FX3853  ___________________________________________________________________
 FX3853* NAD 83(2001)-  36 03 31.62973(N)    076 43 30.66655(W)     ADJUSTED  
 FX3853* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3853  ___________________________________________________________________
 FX3853  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FX3853  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 FX3853  HORZ ORDER  -  THIRD
 FX3853
 FX3853.The horizontal coordinates were established by classical geodetic methods
 FX3853.and adjusted by the National Geodetic Survey in August 2005.
 FX3853
 FX3853.The orthometric height was scaled from a topographic map.
 FX3853
 FX3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3853
 FX3853.The geoid height was determined by GEOID03.
 FX3853
 FX3853;                    North         East     Units Scale Factor Converg.
 FX3853;SPC NC       -   258,471.479   814,530.844   MT  0.99997168   +1 18 46.6
 FX3853;SPC NC       -   848,001.84  2,672,339.94   sFT  0.99997168   +1 18 46.6
 FX3853;UTM  18      - 3,991,845.869   344,621.369   MT  0.99989748   -1 00 56.4
 FX3853
 FX3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3853!SPC NC       -   1.00000530  x   0.99997168  =   0.99997698
 FX3853!UTM  18      -   1.00000530  x   0.99989748  =   0.99990278
 FX3853
 FX3853:                Primary Azimuth Mark                     Grid Az
 FX3853:SPC NC       -  ROCKY FLAG                               014 36 41.9
 FX3853:UTM  18      -  ROCKY FLAG                               016 56 24.9
 FX3853
 FX3853|---------------------------------------------------------------------|
 FX3853| PID    Reference Object                     Distance      Geod. Az  |
 FX3853|                                                           dddmmss.s |
 FX3853| FX3864 ROCKY FLAG                          APPROX. 6.2 KM 0155528.5 |
 FX3853| FX3861 LAWRENCE                            APPROX. 4.2 KM 3582424.5 |
 FX3853|---------------------------------------------------------------------|
 FX3853
 FX3853                          SUPERSEDED SURVEY CONTROL
 FX3853
 FX3853  NAD 83(1993)-  36 03 31.64010(N)    076 43 30.67819(W) AD(       ) 3
 FX3853  NAD 83(1986)-  36 03 31.63997(N)    076 43 30.68078(W) AD(       ) 3
 FX3853  NAD 27      -  36 03 31.06500(N)    076 43 31.87600(W) AD(       ) 3
 FX3853
 FX3853.Superseded values are not recommended for survey control.
 FX3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3853.See file dsdata.txt to determine how the superseded data were derived.
 FX3853
 FX3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4462191846(NAD 83)
 FX3853_MARKER: N = NAIL
 FX3853_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FX3853_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3853_MARK LOGO: CGS   
 FX3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3853+STABILITY: SURFACE MOTION
 FX3853
 FX3853  HISTORY     - Date     Condition        Report By
 FX3853  HISTORY     - 1909     MONUMENTED       CGS
 FX3853  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3853
 FX3853                          STATION DESCRIPTION
 FX3853
 FX3853'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 FX3853'SITUATED ON THE W SHORE OF CHOWAN RIVER 1-1/2 MILES NW OF EDEN
 FX3853'HOUSE PT. AND ABOUT 10 METERS NW OF A SMALL GRASSY COVE.
 FX3853'
 FX3853'THE STATION IS 6 METERS BACK FROM HIGH-WATER MARK IN A SMALL
 FX3853'CLEARING CUT IN A CANE BRAKE WHICH EXTENDS BACK OF THE STATION.
 FX3853'
 FX3853'THE STATION HAS AN UNDERGROUND MARK OF CEMENT IN A CUBICAL BLOCK
 FX3853'6-INCH SIDE WITH NAIL MARKING THE CENTER.  THE SURFACE MARK IS THE
 FX3853'TOP END OF A DRAIN PIPE 2-1/2 FEET LONG WITH NAIL IN CENTER,
 FX3853'FILLED WITH AND BEDDED IN CEMENT WITH FLANGE BELOW.  ANGLES AND
 FX3853'DISTANCES WERE MEASURED AS FOLLOWS TO BLAZED TRIANGLES WITH NAILS
 FX3853'IN CENTERS ON CYPRESS AND GUM TREES.
 FX3853
 FX3853                          STATION RECOVERY (1963)
 FX3853
 FX3853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3853'THIS STATION BELIEVED TO BE DESTROYED DUE EROSION.  EXTENSIVE
 FX3853'SEARCH WAS MADE FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2667 ***********************************************************************
 AH2667  DESIGNATION -  BLACK
 AH2667  PID         -  AH2667
 AH2667  STATE/COUNTY-  NC/MECKLENBURG
 AH2667  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2667
 AH2667                         *CURRENT SURVEY CONTROL
 AH2667  ___________________________________________________________________
 AH2667* NAD 83(2001)-  35 29 43.78707(N)    080 56 25.26996(W)     ADJUSTED  
 AH2667* NAVD 88     -       231.70   (+/-2cm)     760.2    (feet)  VERTCON   
 AH2667  ___________________________________________________________________
 AH2667  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AH2667  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 AH2667  HORZ ORDER  -  SECOND
 AH2667  VERT ORDER  -  THIRD (See Below)
 AH2667
 AH2667.The horizontal coordinates were established by classical geodetic methods
 AH2667.and adjusted by the National Geodetic Survey in August 2005.
 AH2667
 AH2667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2667.The vertical order pertains to the NGVD 29 superseded value.
 AH2667
 AH2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2667
 AH2667.The geoid height was determined by GEOID03.
 AH2667
 AH2667;                    North         East     Units Scale Factor Converg.
 AH2667;SPC NC       -   195,349.074   433,576.421   MT  0.99988161   -1 07 11.7
 AH2667;SPC NC       -   640,907.75  1,422,491.97   sFT  0.99988161   -1 07 11.7
 AH2667;UTM  17      - 3,927,995.619   505,409.895   MT  0.99960036   +0 02 04.7
 AH2667
 AH2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2667!SPC NC       -   0.99996854  x   0.99988161  =   0.99985015
 AH2667!UTM  17      -   0.99996854  x   0.99960036  =   0.99956891
 AH2667
 AH2667                          SUPERSEDED SURVEY CONTROL
 AH2667
 AH2667  NAD 83(1986)-  35 29 43.80075(N)    080 56 25.27731(W) AD(       ) 2
 AH2667  NGVD 29 (08/11/98)  231.92   (m)          760.9    (f) LEVELING    3  
 AH2667
 AH2667.Superseded values are not recommended for survey control.
 AH2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2667.See file dsdata.txt to determine how the superseded data were derived.
 AH2667
 AH2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0541027996(NAD 83)
 AH2667_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2667_STAMPING: BLACK 1986
 AH2667_MARK LOGO: NCGS  
 AH2667_PROJECTION: FLUSH
 AH2667_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2667+STABILITY: SURFACE MOTION
 AH2667
 AH2667  HISTORY     - Date     Condition        Report By
 AH2667  HISTORY     - 1985     MONUMENTED       NCGS
 AH2667
 AH2667                          STATION DESCRIPTION
 AH2667
 AH2667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (DRS)
 AH2667'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST OF DAVIDSON, AND 15.3 KM
 AH2667'(9.5 MI) SOUTHWEST OF MOORESVILLE. PROCEED ALONG NC 150 FOR 0.8 KM
 AH2667'(0.5 MI) WEST FROM THE I 77 UNDERPASS, THENCE ALONG SR 1109
 AH2667'(WILLIAMSON RD) FOR 1.5 KM (0.9 MI) SOUTH, THENCE SOUTHWEST ALONG SR
 AH2667'1100 (BRAWLEY SCHOOL RD) FOR 13.8 KM (8.6 MI) TO THE END OF STATE
 AH2667'MAINTENANCE, THENCE SOUTH ALONG A PAVED PRIVATE DRIVEWAY FOR 0.6 KM
 AH2667'(0.4 MI) TO THE BLACK COTTAGE AND STATION ON THE BANK OF LAKE NORMAN
 AH2667'BETWEEN THE HOUSE AND THE LAKE. MARK IS FLUSH WITH GROUND.  LOCATED
 AH2667'10.67 M (35.01 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT DRIVE TO
 AH2667'THE BOAT PIER, 32.92 M (108.01 FT) EAST OF THE SOUTHEAST CORNER OF THE
 AH2667'COTTAGE, 26.21 M (85.99 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AH2667'WELL HOUSE, 24.9 M (81.7 FT) NORTHEAST OF THE NORTH END OF THE
 AH2667'PIER--AND 4.0 M (13.1 FT) SOUTH OF A 12-INCH CEDAR, 8.2 M (26.9 FT)
 AH2667'SOUTHWEST OF A 4-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5570 ***********************************************************************
 AH5570  DESIGNATION -  BLACK
 AH5570  PID         -  AH5570
 AH5570  STATE/COUNTY-  NC/BUNCOMBE
 AH5570  USGS QUAD   -  ENKA (1990)
 AH5570
 AH5570                         *CURRENT SURVEY CONTROL
 AH5570  ___________________________________________________________________
 AH5570* NAD 83(2001)-  35 34 01.30309(N)    082 37 30.82375(W)     ADJUSTED  
 AH5570* NAVD 88     -       652.49   (+/-2cm)    2140.7    (feet)  VERTCON   
 AH5570  ___________________________________________________________________
 AH5570  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AH5570  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 AH5570  HORZ ORDER  -  SECOND
 AH5570  VERT ORDER  -  THIRD (See Below)
 AH5570
 AH5570.The horizontal coordinates were established by classical geodetic methods
 AH5570.and adjusted by the National Geodetic Survey in August 2005.
 AH5570
 AH5570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5570.The vertical order pertains to the NGVD 29 superseded value.
 AH5570
 AH5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5570
 AH5570.The geoid height was determined by GEOID03.
 AH5570
 AH5570;                    North         East     Units Scale Factor Converg.
 AH5570;SPC NC       -   207,563.776   281,069.834   MT  0.99988768   -2 05 32.5
 AH5570;SPC NC       -   680,982.16    922,143.28   sFT  0.99988768   -2 05 32.5
 AH5570;UTM  17      - 3,937,142.518   352,719.069   MT  0.99986731   -0 56 43.8
 AH5570
 AH5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5570!SPC NC       -   0.99990225  x   0.99988768  =   0.99978994
 AH5570!UTM  17      -   0.99990225  x   0.99986731  =   0.99976958
 AH5570
 AH5570                          SUPERSEDED SURVEY CONTROL
 AH5570
 AH5570  NAD 83(1986)-  35 34 01.31074(N)    082 37 30.82350(W) AD(       ) 2
 AH5570  NGVD 29 (11/25/98)  652.56   (m)         2140.9    (f) LEVELING    3  
 AH5570
 AH5570.Superseded values are not recommended for survey control.
 AH5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5570.See file dsdata.txt to determine how the superseded data were derived.
 AH5570
 AH5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5271937143(NAD 83)
 AH5570_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5570_STAMPING: BLACK 1985
 AH5570_MARK LOGO: NCGS  
 AH5570_PROJECTION: FLUSH
 AH5570_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH5570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5570+STABILITY: SURFACE MOTION
 AH5570
 AH5570  HISTORY     - Date     Condition        Report By
 AH5570  HISTORY     - 1985     MONUMENTED       NCGS
 AH5570
 AH5570                          STATION DESCRIPTION
 AH5570
 AH5570'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5570'STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF ASHEVILLE, AND
 AH5570'1.4 KM (0.9 MI) NORTHEAST OF ACTON. ALONG US 19-23 FOR 1.4 KM (0.9 MI)
 AH5570'NORTHEAST FROM THE I-40 OVERPASS (AT ACTON), OR ABOUT 400 FEET
 AH5570'NORTHEAST OF THE BRIDGE OVER THE SOUTHERN RAILROAD. STATION IS A
 AH5570'STANDARD NCGS DISK STAMPED---BLACK 1985---, SET INTO THE TOP OF A
 AH5570'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED
 AH5570'12.19 M (39.99 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY, 7.01 M
 AH5570'(23.00 FT) SOUTHWEST FROM THE CENTERLINE OF ENTRANCE DRIVE OF MOBILE
 AH5570'HOME SALES LOT, 122.5 M (401.9 FT) NORTHEAST OF THE NORTHEAST CORNER
 AH5570'OF THE BRIDGE, 1.07 M (3.51 FT) SOUTHEAST FROM A POWER POLE (YD 88)
 AH5570'WITH TRANSFORMER AND REFERENCE TAG, AND 15.39 M (50.49 FT) NORTHEAST
 AH5570'FROM THE NORTHEAST END OF A GUARD RAIL. MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1336 ***********************************************************************
 EY1336  DESIGNATION -  BLACK CREEK
 EY1336  PID         -  EY1336
 EY1336  STATE/COUNTY-  NC/WILSON
 EY1336  USGS QUAD   -  WILSON (1978)
 EY1336
 EY1336                         *CURRENT SURVEY CONTROL
 EY1336  ___________________________________________________________________
 EY1336* NAD 83(2001)-  35 38 25.55728(N)    077 56 40.22405(W)     ADJUSTED  
 EY1336* NAVD 88     -        36.675  (meters)     120.32   (feet)  ADJUSTED  
 EY1336  ___________________________________________________________________
 EY1336  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 EY1336  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EY1336  DYNAMIC HT  -          36.643 (meters)     120.22  (feet)  COMP
 EY1336  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 EY1336
 EY1336  HORZ ORDER  -  FIRST
 EY1336  VERT ORDER  -  SECOND    CLASS I
 EY1336
 EY1336.The horizontal coordinates were established by classical geodetic methods
 EY1336.and adjusted by the National Geodetic Survey in August 2005.
 EY1336
 EY1336.The orthometric height was determined by differential leveling
 EY1336.and adjusted in June 1991.
 EY1336
 EY1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1336
 EY1336.The geoid height was determined by GEOID03.
 EY1336
 EY1336.The dynamic height is computed by dividing the NAVD 88
 EY1336.geopotential number by the normal gravity value computed on the
 EY1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1336.degrees latitude (g = 980.6199 gals.).
 EY1336
 EY1336.The modeled gravity was interpolated from observed gravity values.
 EY1336
 EY1336;                    North         East     Units Scale Factor Converg.
 EY1336;SPC NC       -   210,215.889   705,186.731   MT  0.99989553   +0 36 33.1
 EY1336;SPC NC       -   689,683.30  2,313,600.13   sFT  0.99989553   +0 36 33.1
 EY1336;UTM  18      - 3,948,062.450   233,381.188   MT  1.00047607   -1 43 00.4
 EY1336;UTM  17      - 3,948,369.438   776,671.441   MT  1.00054339   +1 46 53.6
 EY1336
 EY1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1336!SPC NC       -   0.99999972  x   0.99989553  =   0.99989525
 EY1336!UTM  18      -   0.99999972  x   1.00047607  =   1.00047579
 EY1336!UTM  17      -   0.99999972  x   1.00054339  =   1.00054311
 EY1336
 EY1336:                Primary Azimuth Mark                     Grid Az
 EY1336:SPC NC       -  WILSON COUNTY LOOKOUT TOWER              359 31 46.4
 EY1336:UTM  18      -  WILSON COUNTY LOOKOUT TOWER              001 51 19.9
 EY1336:UTM  17      -  WILSON COUNTY LOOKOUT TOWER              358 21 25.9
 EY1336
 EY1336|---------------------------------------------------------------------|
 EY1336| PID    Reference Object                     Distance      Geod. Az  |
 EY1336|                                                           dddmmss.s |
 EY1336| EY3066 WILSON COUNTY LOOKOUT TOWER         APPROX. 8.9 KM 0000819.5 |
 EY1336| EY1339 OAK                                 203.760 METERS 00154     |
 EY1336| EY3068 WILSON MUNICIPAL TANK               APPROX. 9.7 KM 0154001.1 |
 EY1336| EY3067 WILSON MUN POWER PLANT STACK        APPROX.10.9 KM 0200926.0 |
 EY1336| EY3069 WILSON RADIO STATION WVOT MAST      APPROX.11.9 KM 0264006.2 |
 EY1336| EY1337 BLACK CREEK RM 1                     29.645 METERS 13538     |
 EY1336| EY1335 CEDAR                               229.692 METERS 19050     |
 EY1336| EY1338 BLACK CREEK RM 2                     29.584 METERS 22712     |
 EY1336| EZ4149 KENLY                               APPROX.14.4 KM 2474916.1 |
 EY1336| EZ4120 LUCAMA MUNICIPAL TANK               APPROX. 6.0 KM 2740050.1 |
 EY1336| EY4396 BLACK CREEK AZ MK                                  3341217.9 |
 EY1336|---------------------------------------------------------------------|
 EY1336
 EY1336                          SUPERSEDED SURVEY CONTROL
 EY1336
 EY1336  NAD 83(1986)-  35 38 25.56524(N)    077 56 40.23385(W) AD(       ) 1
 EY1336  NAD 27      -  35 38 24.99090(N)    077 56 41.28800(W) AD(       ) 1
 EY1336  NGVD 29 (??/??/92)   36.997  (m)          121.38   (f) ADJ UNCH    2 1
 EY1336
 EY1336.Superseded values are not recommended for survey control.
 EY1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1336.See file dsdata.txt to determine how the superseded data were derived.
 EY1336
 EY1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3338148062(NAD 83)
 EY1336_MARKER: DS = TRIANGULATION STATION DISK
 EY1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1336_SP_SET: CONCRETE POST
 EY1336_STAMPING: BLACK CREEK 1949
 EY1336_MARK LOGO: CGS   
 EY1336_PROJECTION: RECESSED 3 CENTIMETERS
 EY1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1336+STABILITY: SURFACE MOTION
 EY1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1336+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1984
 EY1336
 EY1336  HISTORY     - Date     Condition        Report By
 EY1336  HISTORY     - 1949     MONUMENTED       CGS
 EY1336  HISTORY     - 1964     GOOD             CGS
 EY1336  HISTORY     - 1971     GOOD             NGS
 EY1336  HISTORY     - 1975     GOOD             NCGS
 EY1336  HISTORY     - 1978     GOOD             NCGS
 EY1336  HISTORY     - 19840307 GOOD             NGS
 EY1336  HISTORY     - 20050728 GOOD             GEOCAC
 EY1336
 EY1336                          STATION DESCRIPTION
 EY1336
 EY1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EY1336'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WILSON.  IT IS 375 FEET
 EY1336'SOUTH OF THE INTERSECTION OF U.S. HIGHWAY NO. 117 AND A PAVED ROAD
 EY1336'EAST, 164 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK CHURCH,
 EY1336'33 FEET EAST OF THE CENTER OF HIGHWAY AND 8 FEET SOUTHEAST OF A
 EY1336'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 EY1336'BLACK CREEK 1949.
 EY1336'
 EY1336'REFERENCE MARK NO. 1 IS 110 FEET EAST OF THE CENTER OF HIGHWAY
 EY1336'AND 6 FEET SOUTH OF A POWERLINE POLE.  THE MARK PROJECTS 6 INCHES
 EY1336'AND THE DISK IS STAMPED BLACK CREEK NO 1 1949.
 EY1336'
 EY1336'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF HIGHWAY.  THE
 EY1336'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACK CREEK NO 2 1949
 EY1336'
 EY1336'AZIMUTH MARK IS 48 FEET NORTHWEST OF THE INTERSECTION OF A PAVED
 EY1336'ROAD AND A DIRT ROAD NORTH, 27 FEET NORTH OF THE CENTER OF PAVED
 EY1336'ROAD, 24 FEET WEST OF THE CENTER OF DIRT ROAD AND 3 FEET NORTHEAST
 EY1336'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 EY1336'IS STAMPED BLACK CREEK 1949.
 EY1336'
 EY1336'TO REACH THE STATION FROM THE WILSON COUNTY COURTHOUSE IN
 EY1336'WILSON, GO SOUTHWEST ON U.S. HIGHWAY NO. 301A FOR 2 MILES TO THE
 EY1336'JUNCTION OF U.S. HIGHWAY NO. 301, CONTINUE SOUTHWEST ON
 EY1336'U.S. HIGHWAY NO. 301 FOR 1.8 MILES TO THE JUNCTION OF U.S. HIGHWAY
 EY1336'NO. 117, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY NO. 117 FOR 3.2
 EY1336'MILES TO A PAVED T-ROAD LEFT AND THE STATION IN THE SOUTHEAST
 EY1336'ANGLE AS DESCRIBED.
 EY1336'
 EY1336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 EY1336'U.S. HIGHWAY NO. 117 FOR 0.2 MILE TO A PAVED T-ROAD LEFT, TURN
 EY1336'LEFT AND GO WEST FOR 0.1 MILE TO A DIRT T-ROAD RIGHT AND THE
 EY1336'AZIMUTH MARK IN THE NORTHWEST ANGLE.
 EY1336'
 EY1336'HEIGHT OF LIGHT ABOVE STATION MARK 41 METERS.
 EY1336
 EY1336                          STATION RECOVERY (1964)
 EY1336
 EY1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 EY1336'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 EY1336'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE
 EY1336'DESCRIPTION OF THE AZIMUTH MARK PLACES IT IN THE CORNER OF A
 EY1336'CULTIVATED FIELD.  THE ORIGINAL DESCRIPTION OF STATION IS
 EY1336'ADEQUATE.
 EY1336
 EY1336                          STATION RECOVERY (1971)
 EY1336
 EY1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EY1336'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 EY1336'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 EY1336'DESTROYED, APPARENTLY BY ROAD IMPROVEMENTS.  NO STATION IS VISIBLE
 EY1336'FROM THE GROUND AT STATION SO ANOTHER AZIMUTH MARK COULD NOT BE
 EY1336'ESTABLISHED.
 EY1336'
 EY1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY1336'2 MILES NORTHWEST OF BLACK CREEK.
 EY1336
 EY1336                          STATION RECOVERY (1975)
 EY1336
 EY1336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1336'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EY1336'GOOD CONDITION AS DESCRIBED IN 1949.  DISTANCES WERE NOT CHECKED
 EY1336'TO REFERENCE MARKS AND THE DIRECTION TO REFERENCE MARK 1 WAS
 EY1336'NOT OBSERVED.  CEDAR (NCGS) WAS ESTABLISHED AT THIS TIME AND
 EY1336'ALONG WITH OAK (NCGS 1967) WAS ADDED TO THIS
 EY1336'STATION.  DESCRIPTION BELOW.
 EY1336'
 EY1336'THE PAVED ROAD INTERSECTION WITH U.S. 117, 375 FEET NORTH OF
 EY1336'THE STATION MARK, IS SR 1618 LEADING INTO BLACK CREEK.
 EY1336'
 EY1336'IT IS 25.6 FT WSW OF 16 INCH LONG LEAF PINE WITH ALUMINUM
 EY1336'REF. TAG AND 31.9 FT N OF A 38 INCH OAK WITH ALUMINUM REF. TAG.
 EY1336'
 EY1336'REFERENCE MARK 1 IS 3.0 FT SOUTH OF A NEW POWER POLE.
 EY1336'
 EY1336'CEDAR, IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CEDAR
 EY1336'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY1336'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 51.8 FT ESE OF
 EY1336'C/L OF U.S. 117, 34.7 FT SSE OF EASTERNMOST END OF CONCRETE
 EY1336'CULVERT UNDER U.S. 117, 14.1 FT NNW OF 3 INCH CEDAR, 7.9 FT WSW
 EY1336'OF 10 INCH PINE WITH ALUMINUM REF. TAG AND 108.0 FT NNE OF 6
 EY1336'INCH HICKORY WITH ALUMINUM REF. TAG.
 EY1336'
 EY1336'CEDAR IS LOCATED 0.15 MILE SOUTH OF THE STATION MARK ON LEFT
 EY1336'SIDE OF U.S. 117, APPROXIMATELY 200 FEET WEST OF A SMALL GREEN
 EY1336'CONCRETE BLOCK ONE STORY HOUSE AND 0.2 MILE SOUTH OF SR 1618 (E).
 EY1336'
 EY1336'OAK, IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED OAK 1967,
 EY1336'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EY1336'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 23.9 FT W OF C/L OF
 EY1336'U.S. 117, 14.7 FT SE OF 40 INCH OAK WITH ALUMINUM REF. TAG (THE
 EY1336'SOUTHERNMOST TREE OF LINE OF SIX TREES), 32.8 FT NE OF 4 INCH
 EY1336'MAGNOLIA IN SOUTH SIDE OF YARD, 43.0 FT NE OF 4 INCH PLUM, 42.0
 EY1336'FT SE OF 6 INCH CEDAR WITH ALUMINUM REF. TAG, 76.3 FT SE OF SE
 EY1336'CORNER OF HOUSE AND 72.2 FT ESE OF 40 INCH OAK WITH ALUMINUM
 EY1336'REF. TAG ON SOUTH SIDE OF HOUSE.
 EY1336'
 EY1336'STATION IS LOCATED 0.05 MILE NORTH OF INTERSECTION OF SR 1618
 EY1336'AND U.S. 117 ON THE WEST SIDE OF U.S. 117 AND AT THE SOUTH END
 EY1336'OF HEDGE ROW IN FRONT OF A LARGE OAK.
 EY1336'
 EY1336'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EY1336'
 EY1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY1336'AT THE NW EDGE OF BLACK CREEK.
 EY1336
 EY1336                          STATION RECOVERY (1978)
 EY1336
 EY1336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1336'IN BLACK CREEK.
 EY1336'TO REACH THE STATION FROM THE INTERSECTION OF US 301 AND US 117
 EY1336'SOUTHWEST OF WILSON, PROCEED SOUTH ALONG US 117 FOR 3.15 MILES TO
 EY1336'INTERSECTION WITH SR 1618 SOUTHEAST AT BLACK CREEK CHURCH AND STATION
 EY1336'375 FT. SOUTH OF INTERSECTION AT SOUTHWEST CORNER OF CHURCH GROUNDS,
 EY1336'33.0 FT. EAST OF CENTERLINE OF US 117, 25.6 FT. WEST SOUTHWEST OF 18
 EY1336'INCH PINE WITH REFERENCE TAG, 32.0 FT. NORTH OF 40 INCH OAK WITH
 EY1336'REFERENCE TAG, 164.0 FT. SOUTHWEST OF SOUTHWEST CORNER OF CHURCH, 97.3
 EY1336'FT. NORTHWEST OF REFERENCE MONUMENT NO. 1 AND 97.1 FT. NORTHEAST OF
 EY1336'REFERENCE MONUMENT NO. 2.
 EY1336
 EY1336                          STATION RECOVERY (1984)
 EY1336
 EY1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 EY1336'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 EY1336'CONDITION.  REFERENCE MARK TWO HAD BEEN STRUCK BUT WAS VERY SOLID IN
 EY1336'THE GROUND.  THE ANGLE BETWEEN THE TWO REFERENCE MARKS WAS NOTED TO BE
 EY1336'LESS BY 01 MINUTE, THE DISTANCE TO REFERENCE MARK ONE CHECKED THE 1949
 EY1336'DESCRIPTION AND THE DISTANCE TO REFERENCE MARK TWO WAS FOUND TO BE
 EY1336'LONGER BY 0.018 METER.
 EY1336' 
 EY1336'A COMPLETE NEW DESCRIPTION FOLLOWS.
 EY1336' 
 EY1336'THE STATION IS LOCATED ABOUT 9.6 KILOMETERS (6.0 MI) SOUTH OF WILSON
 EY1336'ALONG THE EAST RIGHT-OF-WAY OF US HIGHWAY 17.
 EY1336' 
 EY1336'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 264 AND 301 AT
 EY1336'THE SOUTH EDGE OF WILSON, GO SOUTHWESTERLY ON US 301 FOR 3.7
 EY1336'KILOMETERS (2.3 MI) TO THE INTERSECTION WITH US HIGHWAY 117.  TURN
 EY1336'LEFT AND GO SOUTHERLY ON US 117 FOR 4.8 KILOMETERS (3.0 MI) TO A SIDE
 EY1336'ROAD LEFT, SR 1618 AND THE STATION 0.05 MILE SOUTH OF THE
 EY1336'INTERSECTION.
 EY1336' 
 EY1336'THE STATION IS A STANDARD CGS DISK STAMPED--BLACK CREEK 1949--, SET
 EY1336'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM ON SIDE RECESSED 5 CM
 EY1336'BELOW THE STATION LOCATED 164.0 FT (49.99 M) SW FROM THE SOUTH WEST
 EY1336'CORNER OF BRICK CHURCH, 32.8 FT (10.0 M) ESE FROM THE CENTERLINE OF US
 EY1336'HIGHWAY 117, 26.5 FT (8.08 M) W FROM A 24-INCH PINE TREE WITH A
 EY1336'REFERENCE TAG, 33.7 FT (10.25 M) N FROM A 40-INCH OAK TREE WITH A
 EY1336'REFERENCE TAG, 20.0 FT (6.1 M) S FROM THE EAST END OF A CONCRETE PIPE
 EY1336'CULVERT UNDER HIGHWAY, AND 14.4 FT (4.4 M) SSW FROM THE SOUTH EDGE OF
 EY1336'DITCH.
 EY1336' 
 EY1336'THE UNDERGROUND MARK WAS NOT INSPECTED.
 EY1336' 
 EY1336'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLACK CREEK NO 1
 EY1336'1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM ON SIDE
 EY1336'PROJECTING 10 CM ABOVE THE GROUND LOCATED 109.1 FT (33.25 M) ESE FROM
 EY1336'THE CENTERLINE OF US HIGHWAY 117, AND 210.0 FT (64.01 M) S FROM THE
 EY1336'SOUTHWEST CORNER OF BRICK CHURCH.
 EY1336' 
 EY1336'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BLACK CREEK NO 2
 EY1336'1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 EY1336'FLUSH WITH GROUND LOCATED 55.6 FT (16.95 M) ENE FROM THE NORTHEAST
 EY1336'CORNER OF AN ABANDONED, SMALL WOOD FRAME HOUSE, 29.5 FT (8.99 M) W
 EY1336'FROM THE CENTERLINE OF US HIGHWAY 117, AND 17.7 FT (5.4 M) N FROM THE
 EY1336'CENTER OF A DIRT DRIVEWAY.
 EY1336
 EY1336                          STATION RECOVERY (2005)
 EY1336
 EY1336'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY1336'RECOVERED AS DESCRIBED. CONDITION GOOD.
 EY1336' 
 EY1336'RM1 AND RM2 SEARCHED FOR BUT NOT FOUND. STATION CEDAR SEARCHED FOR BUT
 EY1336'NOT FOUND. (SEE EY1335 FOR PARTICULARS.) STATION OAK NOT SEARCHED FOR.
 EY1336' 
 EY1336' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1337 ***********************************************************************
 EY1337  DESIGNATION -  BLACK CREEK RM 1
 EY1337  PID         -  EY1337
 EY1337  STATE/COUNTY-  NC/WILSON
 EY1337  USGS QUAD   -  WILSON (1978)
 EY1337
 EY1337                         *CURRENT SURVEY CONTROL
 EY1337  ___________________________________________________________________
 EY1337* NAD 83(1986)-  35 38 26.     (N)    077 56 40.     (W)     SCALED    
 EY1337* NAVD 88     -        36.920  (meters)     121.13   (feet)  ADJUSTED  
 EY1337  ___________________________________________________________________
 EY1337  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EY1337  DYNAMIC HT  -          36.888 (meters)     121.02  (feet)  COMP
 EY1337  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 EY1337
 EY1337  VERT ORDER  -  SECOND    CLASS I
 EY1337
 EY1337.The horizontal coordinates were scaled from a topographic map and have
 EY1337.an estimated accuracy of +/- 6 seconds.
 EY1337
 EY1337.The orthometric height was determined by differential leveling
 EY1337.and adjusted in June 1991.
 EY1337
 EY1337.The geoid height was determined by GEOID03.
 EY1337
 EY1337.The dynamic height is computed by dividing the NAVD 88
 EY1337.geopotential number by the normal gravity value computed on the
 EY1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1337.degrees latitude (g = 980.6199 gals.).
 EY1337
 EY1337.The modeled gravity was interpolated from observed gravity values.
 EY1337
 EY1337;                    North         East    Units  Estimated Accuracy
 EY1337;SPC NC       -   210,230.      705,190.      MT  (+/- 180 meters Scaled)
 EY1337
 EY1337                          SUPERSEDED SURVEY CONTROL
 EY1337
 EY1337  NGVD 29 (??/??/92)   37.242  (m)          122.18   (f) ADJ UNCH    2 1
 EY1337
 EY1337.Superseded values are not recommended for survey control.
 EY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1337.See file dsdata.txt to determine how the superseded data were derived.
 EY1337
 EY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE333480(NAD 83)
 EY1337_MARKER: DR = REFERENCE MARK DISK
 EY1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1337_SP_SET: CONCRETE POST
 EY1337_STAMPING: BLACK CREEK NO 1 1949
 EY1337_PROJECTION: PROJECTING 15 CENTIMETERS
 EY1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1337+STABILITY: SURFACE MOTION
 EY1337
 EY1337  HISTORY     - Date     Condition        Report By
 EY1337  HISTORY     - 1949     MONUMENTED       CGS
 EY1337  HISTORY     - 1978     GOOD             NCGS
 EY1337  HISTORY     - 20050728 MARK NOT FOUND   GEOCAC
 EY1337
 EY1337                          STATION DESCRIPTION
 EY1337
 EY1337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1337'IN BLACK CREEK.
 EY1337'TO REACH THE STATION FROM THE INTERSECTION OF US 301 AND US 117 SOUTH-
 EY1337'WEST OF WILSON, PROCEED SOUTH ALONG US 117 FOR 3.15 MILES TO INTER-
 EY1337'SECTION WITH SR 1618 SOUTHEAST AT BLACK CREEK CHURCH AND STATION
 EY1337'APPROXIMATELY 400 FT. SOUTH SOUTHEAST OF INTERSECTION, 100.0 FT. EAST
 EY1337'OF CENTERLINE OF US 117, 3.5 FT. SOUTHEAST OF POWER POLE WITH REF-
 EY1337'ERENCE TAG AND 97.3 FT. SOUTHEAST OF TRIANGULATION MONUMENT BLACK
 EY1337'CREEK.
 EY1337
 EY1337                          STATION RECOVERY (2005)
 EY1337
 EY1337'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY1337'SEARCHED BY MEASURING FROM C/L OF US117 AND FROM STATION. DID NOT FIND
 EY1337'RM1 OR THE REFERENCED POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1338 ***********************************************************************
 EY1338  DESIGNATION -  BLACK CREEK RM 2
 EY1338  PID         -  EY1338
 EY1338  STATE/COUNTY-  NC/WILSON
 EY1338  USGS QUAD   -  WILSON (1978)
 EY1338
 EY1338                         *CURRENT SURVEY CONTROL
 EY1338  ___________________________________________________________________
 EY1338* NAD 83(1986)-  35 38 26.     (N)    077 56 40.     (W)     SCALED    
 EY1338* NAVD 88     -        36.977  (meters)     121.32   (feet)  ADJUSTED  
 EY1338  ___________________________________________________________________
 EY1338  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 EY1338  DYNAMIC HT  -          36.944 (meters)     121.21  (feet)  COMP
 EY1338  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 EY1338
 EY1338  VERT ORDER  -  SECOND    CLASS I
 EY1338
 EY1338.The horizontal coordinates were scaled from a topographic map and have
 EY1338.an estimated accuracy of +/- 6 seconds.
 EY1338
 EY1338.The orthometric height was determined by differential leveling
 EY1338.and adjusted in June 1991.
 EY1338
 EY1338.The geoid height was determined by GEOID03.
 EY1338
 EY1338.The dynamic height is computed by dividing the NAVD 88
 EY1338.geopotential number by the normal gravity value computed on the
 EY1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1338.degrees latitude (g = 980.6199 gals.).
 EY1338
 EY1338.The modeled gravity was interpolated from observed gravity values.
 EY1338
 EY1338;                    North         East    Units  Estimated Accuracy
 EY1338;SPC NC       -   210,230.      705,190.      MT  (+/- 180 meters Scaled)
 EY1338
 EY1338                          SUPERSEDED SURVEY CONTROL
 EY1338
 EY1338  NGVD 29 (??/??/92)   37.298  (m)          122.37   (f) ADJ UNCH    2 1
 EY1338
 EY1338.Superseded values are not recommended for survey control.
 EY1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1338.See file dsdata.txt to determine how the superseded data were derived.
 EY1338
 EY1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE333480(NAD 83)
 EY1338_MARKER: DR = REFERENCE MARK DISK
 EY1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1338_SP_SET: CONCRETE POST
 EY1338_STAMPING: BLACK CREEK NO 2 1949
 EY1338_PROJECTION: PROJECTING 15 CENTIMETERS
 EY1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1338+STABILITY: SURFACE MOTION
 EY1338
 EY1338  HISTORY     - Date     Condition        Report By
 EY1338  HISTORY     - 1949     MONUMENTED       CGS
 EY1338  HISTORY     - 1978     GOOD             NCGS
 EY1338  HISTORY     - 20050728 MARK NOT FOUND   GEOCAC
 EY1338
 EY1338                          STATION DESCRIPTION
 EY1338
 EY1338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1338'IN BLACK CREEK.
 EY1338'TO REACH STATION FROM THE INTERSECTION OF US 301 AND US 117 SOUTHWEST
 EY1338'OF WILSON, PROCEED SOUTH ALONG US 117 FOR 3.25 MILES TO STATION ON
 EY1338'THE RIGHT IN CULTIVATED FIELD ACROSS HIGHWAY FROM BLACK CREEK CHURCH,
 EY1338'AND APPROXIMATELY 400 FT. SOUTH SOUTHWEST OF INTERSECTION OF US 117
 EY1338'AND SR 1618, 29.0 FT. WEST OF CENTERLINE OF US 117 AND 97.1 FT. SOUTH
 EY1338'WEST OF TRIANGULATION MONUMENT BLACK CREEK.
 EY1338
 EY1338                          STATION RECOVERY (2005)
 EY1338
 EY1338'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY1338'MEASURED FROM STATION AND FROM C/L OF US117. MARK PROBABLY AFFECTED BY
 EY1338'INSTALLATION OF UNDERGROUND UTILITIES AND IMPROVEMENTS TO SHOULDER AND
 EY1338'DITCH ALONG HIGHWAY.
 EY1338' 
 EY1338' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3525 ***********************************************************************
 FB3525  DESIGNATION -  BLACK GAP
 FB3525  PID         -  FB3525
 FB3525  STATE/COUNTY-  NC/CLAY
 FB3525  USGS QUAD   -  RAINBOW SPRINGS (1978)
 FB3525
 FB3525                         *CURRENT SURVEY CONTROL
 FB3525  ___________________________________________________________________
 FB3525* NAD 83(2001)-  35 04 40.37064(N)    083 34 54.85024(W)     ADJUSTED  
 FB3525* NAVD 88     -      1165.8    (meters)    3825.     (feet)  VERTCON   
 FB3525  ___________________________________________________________________
 FB3525  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 FB3525  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 FB3525  HORZ ORDER  -  SECOND
 FB3525
 FB3525.The horizontal coordinates were established by classical geodetic methods
 FB3525.and adjusted by the National Geodetic Survey in August 2005.
 FB3525
 FB3525.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3525
 FB3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3525
 FB3525.The geoid height was determined by GEOID03.
 FB3525
 FB3525;                    North         East     Units Scale Factor Converg.
 FB3525;SPC NC       -   156,942.628   191,924.058   MT  0.99987717   -2 38 40.3
 FB3525;SPC NC       -   514,902.61    629,670.85   sFT  0.99987717   -2 38 40.3
 FB3525;UTM  17      - 3,884,729.186   264,593.274   MT  1.00028302   -1 29 04.1
 FB3525
 FB3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3525!SPC NC       -   0.99982141  x   0.99987717  =   0.99969860
 FB3525!UTM  17      -   0.99982141  x   1.00028302  =   1.00010438
 FB3525
 FB3525                          SUPERSEDED SURVEY CONTROL
 FB3525
 FB3525  NAD 83(1995)-  35 04 40.37085(N)    083 34 54.85008(W) AD(       ) 2
 FB3525  NAD 83(1986)-  35 04 40.37246(N)    083 34 54.85228(W) AD(       ) 2
 FB3525  NGVD 29 (09/18/91) 1165.8    (m)         3825.     (f) VERT ANG    3  
 FB3525
 FB3525.Superseded values are not recommended for survey control.
 FB3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3525.See file dsdata.txt to determine how the superseded data were derived.
 FB3525
 FB3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6459384729(NAD 83)
 FB3525_MARKER: DE = TRAVERSE STATION DISK
 FB3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3525_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3525+STABILITY: SURFACE MOTION
 FB3525
 FB3525  HISTORY     - Date     Condition        Report By
 FB3525  HISTORY     - 1978     MONUMENTED       NCGS
 FB3525
 FB3525                          STATION DESCRIPTION
 FB3525
 FB3525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3525'THE STATION IS LOCATED APPROXIMATELY 13.5 MILES WEST-SOUTHWEST OF
 FB3525'FRANKLIN AND 13.5 MILES EAST OF HAYESVILLE AT MACON-CLAY COUNTY LINE
 FB3525'IN BLACK GAP AND IN SOUTHEAST SHOULDER OF US 64.
 FB3525'
 FB3525'STATION MARK IS A STANDARD DISK STAMPED---BLACK GAP 1978---SET IN TOP
 FB3525'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3525'25.5 FEET SOUTHEAST OF CENTERLINE OF US 64, 12.3 FEET SOUTHWEST OF --
 FB3525'MACON-CLAY--COUNTY SIGN POST, 133.3 FEET NORTHEAST OF EAST END OF
 FB3525'GUARD RAIL, 75.2 FEET EAST-NORTHEAST OF INTERSECTION OF US 64 AND
 FB3525'GRAVEL ROAD TO SOUTH, AND 56.7 FEET SOUTH-SOUTHWEST OF INTERSECTION
 FB3525'OF US 64 AND GRAVEL ROAD TO NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5567 ***********************************************************************
 AA5567  DESIGNATION -  BLACK HAWKS
 AA5567  PID         -  AA5567
 AA5567  STATE/COUNTY-  NC/BUNCOMBE
 AA5567  USGS QUAD   -  WEAVERVILLE (1983)
 AA5567
 AA5567                         *CURRENT SURVEY CONTROL
 AA5567  ___________________________________________________________________
 AA5567* NAD 83(2007)-  35 44 26.43700(N)    082 33 26.61593(W)     ADJUSTED  
 AA5567* NAVD 88     -       672.0    (meters)    2205.     (feet)  GPS OBS   
 AA5567  ___________________________________________________________________
 AA5567  EPOCH DATE  -        2002.00
 AA5567  X           -     671,418.716 (meters)                     COMP
 AA5567  Y           -  -5,139,710.482 (meters)                     COMP
 AA5567  Z           -   3,705,250.181 (meters)                     COMP
 AA5567  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AA5567  ELLIP HEIGHT-         642.052 (meters)          (02/10/07) ADJUSTED
 AA5567  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AA5567
 AA5567  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5567  Type    PID    Designation                      North   East  Ellip
 AA5567  -------------------------------------------------------------------
 AA5567  NETWORK AA5567 BLACK HAWKS                       0.39   0.31   0.96
 AA5567  -------------------------------------------------------------------
 AA5567
 AA5567.The horizontal coordinates were established by GPS observations
 AA5567.and adjusted by the National Geodetic Survey in February 2007.
 AA5567
 AA5567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5567.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5567.The horizontal coordinates are valid at the epoch date displayed above.
 AA5567.The epoch date for horizontal control is a decimal equivalence
 AA5567.of Year/Month/Day.
 AA5567
 AA5567.The orthometric height was determined by GPS observations and a
 AA5567.high-resolution geoid model.
 AA5567
 AA5567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5567
 AA5567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5567
 AA5567.The ellipsoidal height was determined by GPS observations
 AA5567.and is referenced to NAD 83.
 AA5567
 AA5567.The geoid height was determined by GEOID03.
 AA5567
 AA5567;                    North         East     Units Scale Factor Converg.
 AA5567;SPC NC       -   226,593.765   287,904.891   MT  0.99990891   -2 03 11.6
 AA5567;SPC NC       -   743,416.38    944,567.96   sFT  0.99990891   -2 03 11.6
 AA5567;UTM  17      - 3,956,304.500   359,172.188   MT  0.99984439   -0 54 35.5
 AA5567
 AA5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5567!SPC NC       -   0.99989924  x   0.99990891  =   0.99980816
 AA5567!UTM  17      -   0.99989924  x   0.99984439  =   0.99974364
 AA5567
 AA5567                          SUPERSEDED SURVEY CONTROL
 AA5567
 AA5567  NAD 83(2001)-  35 44 26.43710(N)    082 33 26.61598(W) AD(       ) 1
 AA5567  ELLIP H (03/13/03)  642.076  (m)                       GP(       ) 4 2
 AA5567  NAD 83(1995)-  35 44 26.43758(N)    082 33 26.61588(W) AD(       ) 1
 AA5567  NAD 83(1986)-  35 44 26.44361(N)    082 33 26.61636(W) AD(       ) 1
 AA5567  NGVD 29 (09/30/94)  672.1    (m)         2205.     (f) GPS OBS     3  
 AA5567
 AA5567.Superseded values are not recommended for survey control.
 AA5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5567.See file dsdata.txt to determine how the superseded data were derived.
 AA5567
 AA5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5917256305(NAD 83)
 AA5567_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5567_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5567_SP_SET: DRILLED IN SIDEWALK
 AA5567_STAMPING: BLACK HAWKS 1991
 AA5567_MARK LOGO: NCGS  
 AA5567_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5567+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AA5567
 AA5567  HISTORY     - Date     Condition        Report By
 AA5567  HISTORY     - 1991     MONUMENTED       NCGS
 AA5567  HISTORY     - 20060316 GOOD             USPSQD
 AA5567
 AA5567                          STATION DESCRIPTION
 AA5567
 AA5567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5567'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF WEAVERVILLE AND 10.0
 AA5567'MI (16.1 KM) NORTH OF ASHEVILLE, AT THE NORTH BUNCOMBE HIGH SCHOOL.
 AA5567'PROCEED ALONG SR 2207 (OLD MARS HILL HIGHWAY) FOR 0.6 MI (1.0 KM)
 AA5567'NORTH FROM THE US 19-23 UNDERPASS, THENCE NORTHWEST FOR 0.6 MI (1.0
 AA5567'KM) ALONG SR 1765 (SALEM HILL ROAD) TO SCHOOL ENTRANCE GATE, THENCE
 AA5567'WEST THROUGH GATE FOR 0.15 MI (0.24 KM) TO MAIN SCHOOL ENTRANCE AND
 AA5567'STATION 120 FEET NORTH OF BLACK HAWK MASCOT POLE. MARK IS ABOUT LEVEL
 AA5567'WITH ROAD.  LOCATED 14.0 FT (4.3 M) SOUTHWEST OF THE CENTERLINE OF
 AA5567'ENTRANCE ROAD, 14.7 FT (4.5 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 54.0
 AA5567'FT (16.5 M) NORTH-NORTHEAST OF THE NORTHERN MOST BUILDING CORNER, AND
 AA5567'119.6 FT (36.5 M) NORTH-NORTHWEST OF BLACK HAWK MASCOT POLE.
 AA5567
 AA5567                          STATION RECOVERY (2006)
 AA5567
 AA5567'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA5567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5568 ***********************************************************************
 AA5568  DESIGNATION -  BLACK HAWKS AZ MK
 AA5568  PID         -  AA5568
 AA5568  STATE/COUNTY-  NC/BUNCOMBE
 AA5568  USGS QUAD   -  WEAVERVILLE (1983)
 AA5568
 AA5568                         *CURRENT SURVEY CONTROL
 AA5568  ___________________________________________________________________
 AA5568* NAD 83(2001)-  35 44 26.35947(N)    082 33 16.46577(W)     NO CHECK  
 AA5568* NAVD 88     -       674.     (meters)    2211.     (feet)  VERT ANG  
 AA5568  ___________________________________________________________________
 AA5568  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AA5568  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AA5568  HORZ ORDER  -  SECOND
 AA5568
 AA5568.The horizontal coordinates were established by classical geodetic methods
 AA5568.and adjusted by the National Geodetic Survey in August 2005.
 AA5568.No horizontal observational check was made to the station.
 AA5568
 AA5568.The orthometric height was determined by vertical angle observations.
 AA5568.No vertical observational check was made to the station.
 AA5568
 AA5568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5568
 AA5568.The geoid height was determined by GEOID03.
 AA5568
 AA5568;                    North         East     Units Scale Factor Converg.
 AA5568;SPC NC       -   226,582.244   288,159.663   MT  0.99990890   -2 03 05.7
 AA5568;SPC NC       -   743,378.58    945,403.83   sFT  0.99990890   -2 03 05.7
 AA5568;UTM  17      - 3,956,298.066   359,427.124   MT  0.99984350   -0 54 29.5
 AA5568
 AA5568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5568!SPC NC       -   0.99989892  x   0.99990890  =   0.99980783
 AA5568!UTM  17      -   0.99989892  x   0.99984350  =   0.99974244
 AA5568
 AA5568                          SUPERSEDED SURVEY CONTROL
 AA5568
 AA5568  NAD 83(1995)-  35 44 26.35993(N)    082 33 16.46567(W) AD(       ) 2
 AA5568  NAD 83(1986)-  35 44 26.36606(N)    082 33 16.46615(W) AD(       ) 2
 AA5568  NGVD 29 (03/11/98)  674.     (m)         2211.     (f) VERT ANG    3  
 AA5568
 AA5568.Superseded values are not recommended for survey control.
 AA5568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5568.See file dsdata.txt to determine how the superseded data were derived.
 AA5568
 AA5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5942756298(NAD 83)
 AA5568_MARKER: DZ = AZIMUTH MARK DISK
 AA5568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5568_SP_SET: CONCRETE POST
 AA5568_STAMPING: BLACK HAWKS 1991
 AA5568_MARK LOGO: NCGS  
 AA5568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5568+STABILITY: SURFACE MOTION
 AA5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5568+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5568
 AA5568  HISTORY     - Date     Condition        Report By
 AA5568  HISTORY     - 1991     MONUMENTED       NCGS
 AA5568
 AA5568                          STATION DESCRIPTION
 AA5568
 AA5568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5568'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH OF WEAVERVILLE AND 10.0
 AA5568'MI (16.1 KM) NORTH OF ASHEVILLE. PROCEED ALONG SR 2207 (OLD MARS HILL
 AA5568'HIGHWAY) FOR 0.6 MI (1.0 KM) NORTH FROM THE US 19-23 UNDERPASS, THENCE
 AA5568'NORTHWEST FOR 0.45 MI (0.72 KM) ALONG SR 1765 (SALEM HILL ROAD) TO SR
 AA5568'1766 (SALEM CHURCH ROAD ROAD) AND STATION ABOUT 64 FEET SOUTHWEST.
 AA5568'MARK IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AA5568'16.9 FT (5.2 M) WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 63.5 FT
 AA5568'(19.4 M) SOUTHWEST OF SR 1766, 43.4 FT (13.2 M) SOUTH-SOUTHWEST OF THE
 AA5568'CENTERLINE OF A CONCRETE DRIVE, 82.6 FT (25.2 M) SOUTHEAST OF THE
 AA5568'SOUTHEAST CORNER OF A BRICK AND FRAME HOUSE, AND 23.6 FT (7.2 M)
 AA5568'NORTHEAST OF A 12-INCH LOCUST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4214 ***********************************************************************
 EY4214  DESIGNATION -  BLACK JACK
 EY4214  PID         -  EY4214
 EY4214  STATE/COUNTY-  NC/PITT
 EY4214  USGS QUAD   -  GRIMESLAND (1979)
 EY4214
 EY4214                         *CURRENT SURVEY CONTROL
 EY4214  ___________________________________________________________________
 EY4214* NAD 83(2001)-  35 30 06.92225(N)    077 14 52.40851(W)     ADJUSTED  
 EY4214* NAVD 88     -        14.10   (+/-2cm)      46.3    (feet)  VERTCON   
 EY4214  ___________________________________________________________________
 EY4214  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EY4214  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 EY4214  HORZ ORDER  -  SECOND
 EY4214  VERT ORDER  -  THIRD ? (See Below)
 EY4214
 EY4214.The horizontal coordinates were established by classical geodetic methods
 EY4214.and adjusted by the National Geodetic Survey in August 2005.
 EY4214
 EY4214.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4214.The vertical order pertains to the NGVD 29 superseded value.
 EY4214
 EY4214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4214
 EY4214.The geoid height was determined by GEOID03.
 EY4214
 EY4214;                    North         East     Units Scale Factor Converg.
 EY4214;SPC NC       -   195,744.287   768,538.196   MT  0.99988209   +1 00 40.6
 EY4214;SPC NC       -   642,204.38  2,521,445.73   sFT  0.99988209   +1 00 40.6
 EY4214;UTM  18      - 3,931,030.002   296,119.462   MT  1.00011227   -1 18 21.1
 EY4214
 EY4214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4214!SPC NC       -   1.00000349  x   0.99988209  =   0.99988558
 EY4214!UTM  18      -   1.00000349  x   1.00011227  =   1.00011576
 EY4214
 EY4214                          SUPERSEDED SURVEY CONTROL
 EY4214
 EY4214  NAD 83(1986)-  35 30 06.93462(N)    077 14 52.41767(W) AD(       ) 2
 EY4214  NGVD 29 (10/26/90)   14.44   (m)           47.4    (f) LEVELING    3  
 EY4214
 EY4214.Superseded values are not recommended for survey control.
 EY4214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4214.See file dsdata.txt to determine how the superseded data were derived.
 EY4214
 EY4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9611931030(NAD 83)
 EY4214_MARKER: DE = TRAVERSE STATION DISK
 EY4214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4214_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4214+STABILITY: SURFACE MOTION
 EY4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4214+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY4214
 EY4214  HISTORY     - Date     Condition        Report By
 EY4214  HISTORY     - 1979     MONUMENTED       NCGS
 EY4214  HISTORY     - 20040314 GOOD             USPSQD
 EY4214
 EY4214                          STATION DESCRIPTION
 EY4214
 EY4214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4214'THE STATION IS LOCATED APPROXIMATELY 9.0 MILES EAST OF WINTERVILLE, AT
 EY4214'THE JUNCTION OF SR 1755 AND SR 1777, IN BLACK JACK, DIRECTLY IN
 EY4214'FRONT OF BLACK JACK FREE WILL BAPTIST CHURCH.
 EY4214'
 EY4214'STATION MARK IS A STANDARD DISK STAMPED---BLACK JACK 1979---, SET
 EY4214'IN TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND
 EY4214'SURFACE.
 EY4214'THE MARK IS 15.5 FEET WEST OF CENTERLINE OF SR 1755, 35.7 FEET
 EY4214'SOUTHEAST OF NORTHEAST CORNER OF BRICK STEPS, 35.5 FEET NORTHEAST OF
 EY4214'SOUTHEAST CORNER OF BRICK STEPS, 74.2 FEET SOUTH OF POWER POLE WITH
 EY4214'TRANSFORMER AND REFERENCE TAG AND 84.1 FEET NORTH OF POWER POLE WITH
 EY4214'LIGHT AND WITH REFERENCE TAG.
 EY4214
 EY4214                          STATION RECOVERY (2004)
 EY4214
 EY4214'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4214'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4215 ***********************************************************************
 EY4215  DESIGNATION -  BLACK JACK TANK
 EY4215  PID         -  EY4215
 EY4215  STATE/COUNTY-  NC/PITT
 EY4215  USGS QUAD   -  WILMAR (1983)
 EY4215
 EY4215                         *CURRENT SURVEY CONTROL
 EY4215  ___________________________________________________________________
 EY4215* NAD 83(2001)-  35 29 56.87298(N)    077 14 57.13035(W)     ADJUSTED  
 EY4215* NAVD 88     -              **(meters)            **(feet)            
 EY4215  ___________________________________________________________________
 EY4215  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EY4215  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 EY4215  HORZ ORDER  -  THIRD
 EY4215
 EY4215.The horizontal coordinates were established by classical geodetic methods
 EY4215.and adjusted by the National Geodetic Survey in August 2005.
 EY4215
 EY4215
 EY4215.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4215
 EY4215.The geoid height was determined by GEOID03.
 EY4215
 EY4215;                    North         East     Units Scale Factor Converg.
 EY4215;SPC NC       -   195,432.561   768,424.690   MT  0.99988188   +1 00 37.8
 EY4215;SPC NC       -   641,181.66  2,521,073.34   sFT  0.99988188   +1 00 37.8
 EY4215;UTM  18      - 3,930,723.048   295,993.417   MT  1.00011290   -1 18 23.6
 EY4215
 EY4215                          SUPERSEDED SURVEY CONTROL
 EY4215
 EY4215  NAD 83(1986)-  35 29 56.88494(N)    077 14 57.13951(W) AD(       ) 4
 EY4215
 EY4215.Superseded values are not recommended for survey control.
 EY4215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4215.See file dsdata.txt to determine how the superseded data were derived.
 EY4215
 EY4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9599330723(NAD 83)
 EY4215_MARKER: 53 = ELEVATED TANK
 EY4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4215+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY4215
 EY4215  HISTORY     - Date     Condition        Report By
 EY4215  HISTORY     - 1979     FIRST OBSERVED   NCGS
 EY4215  HISTORY     - 19870404 GOOD             USPSQD
 EY4215  HISTORY     - 20040314 GOOD             USPSQD
 EY4215
 EY4215                          STATION DESCRIPTION
 EY4215
 EY4215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4215'THE STATION IS LOCATED IN BLACK JACK.
 EY4215'
 EY4215'TO REACH THE STATION FROM THE INTERSECTION OF SR 1755 WITH SR 1777 AT
 EY4215'THE BAPTIST CHURCH IN BLACK JACK, PROCEED SOUTH ALONG SR 1755 FOR 0.15
 EY4215'MILE TO SR 1775, THENCE WEST ALONG SR 1775 FOR 0.1 MILE TO STATION ON
 EY4215'THE LEFT.
 EY4215'
 EY4215'STATION IS THE BLACK JACK TANK CAP.
 EY4215'
 EY4215'STATION IS APPROXIMATELY 175 FEET TALL, PAINTED LIGHT GREEN, DOME
 EY4215'SHAPED, AND SUPPORTED BY FOUR LEGS. THE POINT INTERSECTED WAS THE CAP
 EY4215'ON TOP.
 EY4215
 EY4215                          STATION RECOVERY (1987)
 EY4215
 EY4215'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG)
 EY4215'RECOVERED IN GOOD CONDITION.
 EY4215
 EY4215                          STATION RECOVERY (2004)
 EY4215
 EY4215'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4215'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4057 ***********************************************************************
 FB4057  DESIGNATION -  BLACK KNIGHT
 FB4057  PID         -  FB4057
 FB4057  STATE/COUNTY-  NC/GRAHAM
 FB4057  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4057
 FB4057                         *CURRENT SURVEY CONTROL
 FB4057  ___________________________________________________________________
 FB4057* NAD 83(2007)-  35 19 31.25863(N)    083 48 36.59605(W)     ADJUSTED  
 FB4057* NAVD 88     -       605.1    (meters)    1985.     (feet)  VERTCON   
 FB4057  ___________________________________________________________________
 FB4057  EPOCH DATE  -        2002.00
 FB4057  X           -     561,769.522 (meters)                     COMP
 FB4057  Y           -  -5,179,735.562 (meters)                     COMP
 FB4057  Z           -   3,667,709.017 (meters)                     COMP
 FB4057  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 FB4057  ELLIP HEIGHT-         576.584 (meters)          (02/10/07) ADJUSTED
 FB4057  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB4057
 FB4057  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4057  Type    PID    Designation                      North   East  Ellip
 FB4057  -------------------------------------------------------------------
 FB4057  NETWORK FB4057 BLACK KNIGHT                      1.94   2.04   3.98
 FB4057  -------------------------------------------------------------------
 FB4057
 FB4057.The horizontal coordinates were established by GPS observations
 FB4057.and adjusted by the National Geodetic Survey in February 2007.
 FB4057
 FB4057.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4057.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4057.The horizontal coordinates are valid at the epoch date displayed above.
 FB4057.The epoch date for horizontal control is a decimal equivalence
 FB4057.of Year/Month/Day.
 FB4057
 FB4057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4057
 FB4057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4057
 FB4057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4057
 FB4057.The ellipsoidal height was determined by GPS observations
 FB4057.and is referenced to NAD 83.
 FB4057
 FB4057.The geoid height was determined by GEOID03.
 FB4057
 FB4057;                    North         East     Units Scale Factor Converg.
 FB4057;SPC NC       -   185,346.512   172,461.646   MT  0.99987341   -2 46 34.6
 FB4057;SPC NC       -   608,091.01    565,817.92   sFT  0.99987341   -2 46 34.6
 FB4057;UTM  17      - 3,912,747.982   244,552.670   MT  1.00040424   -1 37 32.8
 FB4057
 FB4057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4057!SPC NC       -   0.99990951  x   0.99987341  =   0.99978293
 FB4057!UTM  17      -   0.99990951  x   1.00040424  =   1.00031371
 FB4057
 FB4057                          SUPERSEDED SURVEY CONTROL
 FB4057
 FB4057  NAD 83(2001)-  35 19 31.25856(N)    083 48 36.59658(W) AD(       ) 1
 FB4057  ELLIP H (03/27/03)  576.565  (m)                       GP(       ) 4 2
 FB4057  NAD 83(1995)-  35 19 31.25864(N)    083 48 36.59622(W) AD(       ) 1
 FB4057  NAD 83(1986)-  35 19 31.26429(N)    083 48 36.60697(W) AD(       ) 1
 FB4057  ELLIP H (05/28/93)  576.627  (m)                       GP(       ) 4 2
 FB4057  NGVD 29 (05/28/93)  605.2    (m)         1986.     (f) GPS OBS     3  
 FB4057
 FB4057.Superseded values are not recommended for survey control.
 FB4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4057.See file dsdata.txt to determine how the superseded data were derived.
 FB4057
 FB4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4455312748(NAD 83)
 FB4057_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4057_SP_SET: CONCRETE POST
 FB4057_STAMPING: BLACK KNIGHT 1989
 FB4057_MARK LOGO: NCGS  
 FB4057_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4057+STABILITY: SURFACE MOTION
 FB4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4057+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FB4057
 FB4057  HISTORY     - Date     Condition        Report By
 FB4057  HISTORY     - 1989     MONUMENTED       NCGS
 FB4057  HISTORY     - 19960624 GOOD             USPSQD
 FB4057
 FB4057                          STATION DESCRIPTION
 FB4057
 FB4057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4057'STATION IS LOCATED IN ROBBINSVILLE AT THE HIGH SCHOOL NEAR THE
 FB4057'SOUTHWEST CORNER OF THE GYMNASIUM, AT PARKING LOT ENTRANCE.
 FB4057'MARK IS ABOUT LEVEL WITH STREET AND IS FLUSH WITH THE GROUND SURFACE.
 FB4057'LOCATED 7.05 M (23.13 FT) NORTH OF THE CENTERLINE OF STREET, 9.2 M
 FB4057'(30.2 FT) WEST OF THE CENTERLINE OF PARKING LOT ENTRANCE, 20.7 M
 FB4057'(67.9 FT) EAST OF A METAL LIGHT POLE, AND 48.25 M (158.30 FT) SOUTH
 FB4057'OF THE SOUTHWEST CORNER OF GYMNASIUM.
 FB4057
 FB4057                          STATION RECOVERY (1996)
 FB4057
 FB4057'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB4057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4098 ***********************************************************************
 FB4098  DESIGNATION -  BLACK KNIGHT AZ MK
 FB4098  PID         -  FB4098
 FB4098  STATE/COUNTY-  NC/GRAHAM
 FB4098  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4098
 FB4098                         *CURRENT SURVEY CONTROL
 FB4098  ___________________________________________________________________
 FB4098* NAD 83(2001)-  35 19 43.86443(N)    083 48 36.75801(W)     ADJUSTED  
 FB4098* NAVD 88     -       602.3    (meters)    1976.     (feet)  VERTCON   
 FB4098  ___________________________________________________________________
 FB4098  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 FB4098  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 FB4098  HORZ ORDER  -  SECOND
 FB4098
 FB4098.The horizontal coordinates were established by classical geodetic methods
 FB4098.and adjusted by the National Geodetic Survey in August 2005.
 FB4098
 FB4098.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4098
 FB4098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4098
 FB4098.The geoid height was determined by GEOID03.
 FB4098
 FB4098;                    North         East     Units Scale Factor Converg.
 FB4098;SPC NC       -   185,734.697   172,476.376   MT  0.99987349   -2 46 34.7
 FB4098;SPC NC       -   609,364.59    565,866.24   sFT  0.99987349   -2 46 34.7
 FB4098;UTM  17      - 3,913,136.591   244,559.607   MT  1.00040420   -1 37 33.4
 FB4098
 FB4098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4098!SPC NC       -   0.99990995  x   0.99987349  =   0.99978345
 FB4098!UTM  17      -   0.99990995  x   1.00040420  =   1.00031411
 FB4098
 FB4098                          SUPERSEDED SURVEY CONTROL
 FB4098
 FB4098  NAD 83(1995)-  35 19 43.86451(N)    083 48 36.75763(W) AD(       ) 2
 FB4098  NAD 83(1986)-  35 19 43.87015(N)    083 48 36.76840(W) AD(       ) 2
 FB4098  NGVD 29 (05/28/93)  602.4    (m)         1976.     (f) VERT ANG    3  
 FB4098
 FB4098.Superseded values are not recommended for survey control.
 FB4098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4098.See file dsdata.txt to determine how the superseded data were derived.
 FB4098
 FB4098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4456013137(NAD 83)
 FB4098_MARKER: DZ = AZIMUTH MARK DISK
 FB4098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB4098_SP_SET: DRILLED IN SIDEWALK
 FB4098_STAMPING: BLACK KNIGHT 1989
 FB4098_MARK LOGO: NCGS  
 FB4098_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4098+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FB4098
 FB4098  HISTORY     - Date     Condition        Report By
 FB4098  HISTORY     - 1989     MONUMENTED       NCGS
 FB4098  HISTORY     - 19960624 GOOD             USPSQD
 FB4098
 FB4098                          STATION DESCRIPTION
 FB4098
 FB4098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4098'STATION IS LOCATED IN ROBBINSVILLE.
 FB4098'ALONG US 129 FOR 1.05 KM (0.65 MI) NORTH FROM THE NC 143 INTERSECTION
 FB4098'(IN ROBBINSVILLE) TO SR 1156, IN SOUTHEAST QUADRANT.
 FB4098'MARK IS ABOUT LEVEL WITH HIGHWAY AND DRILLED IN SIDEWALK.  LOCATED 5.5
 FB4098'M (18.0 FT) SOUTH OF THE CENTERLINE OF US 129, 12.2 M (40.0 FT) EAST
 FB4098'OF SR 1156, AND 2.3 M (7.5 FT) NORTHEAST OF METAL LIGHT POLE.
 FB4098
 FB4098                          STATION RECOVERY (1996)
 FB4098
 FB4098'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB4098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3130 ***********************************************************************
 FB3130  DESIGNATION -  BLACK MOUNTAIN
 FB3130  PID         -  FB3130
 FB3130  STATE/COUNTY-  NC/HAYWOOD
 FB3130  USGS QUAD   -  SAM KNOB (1978)
 FB3130
 FB3130                         *CURRENT SURVEY CONTROL
 FB3130  ___________________________________________________________________
 FB3130* NAD 83(2001)-  35 18 15.73965(N)    082 55 37.97135(W)     ADJUSTED  
 FB3130* NAVD 88     -      1862.3    (meters)    6110.     (feet)  VERTCON   
 FB3130  ___________________________________________________________________
 FB3130  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 FB3130  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 FB3130  HORZ ORDER  -  FIRST
 FB3130
 FB3130.The horizontal coordinates were established by classical geodetic methods
 FB3130.and adjusted by the National Geodetic Survey in August 2005.
 FB3130
 FB3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3130
 FB3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3130
 FB3130.The geoid height was determined by GEOID03.
 FB3130
 FB3130;                    North         East     Units Scale Factor Converg.
 FB3130;SPC NC       -   179,489.764   252,564.129   MT  0.99987301   -2 16 00.0
 FB3130;SPC NC       -   588,876.00    828,620.81   sFT  0.99987301   -2 16 00.0
 FB3130;UTM  17      - 3,908,501.047   324,781.138   MT  0.99997837   -1 06 50.6
 FB3130
 FB3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3130!SPC NC       -   0.99971229  x   0.99987301  =   0.99958534
 FB3130!UTM  17      -   0.99971229  x   0.99997837  =   0.99969067
 FB3130
 FB3130|---------------------------------------------------------------------|
 FB3130| PID    Reference Object                     Distance      Geod. Az  |
 FB3130|                                                           dddmmss.s |
 FB3130| FB3349 BLACK MOUNTAIN RM 2                   3.890 METERS 09657     |
 FB3130| FB3348 BLACK MOUNTAIN RM 1                  13.538 METERS 22036     |
 FB3130| FB2512 BLUE RIDGE                          APPROX.12.6 KM 3121327.5 |
 FB3130|---------------------------------------------------------------------|
 FB3130
 FB3130                          SUPERSEDED SURVEY CONTROL
 FB3130
 FB3130  NAD 83(1995)-  35 18 15.73974(N)    082 55 37.97107(W) AD(       ) 1
 FB3130  NAD 83(1986)-  35 18 15.74509(N)    082 55 37.97198(W) AD(       ) 1
 FB3130  NAD 27      -  35 18 15.36600(N)    082 55 38.50600(W) AD(       ) 1
 FB3130  NGVD 29 (07/19/86) 1862.2    (m)         6110.     (f) VERT ANG    3  
 FB3130
 FB3130.Superseded values are not recommended for survey control.
 FB3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3130.See file dsdata.txt to determine how the superseded data were derived.
 FB3130
 FB3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2478108501(NAD 83)
 FB3130_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FB3130_SETTING: 80 = SET IN A BOULDER
 FB3130_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FB3130_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3130+STABILITY: SURFACE MOTION
 FB3130
 FB3130  HISTORY     - Date     Condition        Report By
 FB3130  HISTORY     - 1933     MONUMENTED       CGS
 FB3130  HISTORY     - 1962     GOOD             AMS
 FB3130  HISTORY     - 1975     GOOD             NCGS
 FB3130  HISTORY     - 1977     GOOD             NCGS
 FB3130  HISTORY     - 1980     GOOD             NCGS
 FB3130
 FB3130                          STATION DESCRIPTION
 FB3130
 FB3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 FB3130'ON SUMMIT OF BLACK MOUNTAIN ABOUT 17 MILES AIRLINE AND 34 MILES BY
 FB3130'ROAD EAST-SOUTHEAST OF SYLVA. TO REACH FROM SYLVA, GO EAST 14.2 MILES
 FB3130'ON NORTH CAROLINA ROUTE 106 TO BRIDGE CROSSING TUSKASEGEE RIVER, TURN
 FB3130'LEFT ONTO DIRT NORTH CAROLINA ROUTE 281, PROCEED 10.6 MILES,
 FB3130'PASS CEMETERY ON RIGHT, CONTINUE 0.2 MILE, TURN LEFT ONTO DIRT ROAD
 FB3130'JUST BEYOND BRIDGE CROSSING, PROCEED 5.3 MILES, TAKE LEFT-HAND
 FB3130'ROAD ON HILLSIDE, AND CONTINUE 0.9 MILE TO END OF TRUCK TRAVEL AT
 FB3130'LOGGING CAMP OF BLACKWOOD LUMBER CO. FOLLOW RAILROAD RIGHT-OF-WAY
 FB3130'AND WELL-BEATEN TRAIL APPROXIMATELY 3 MILES TO SCENE OF
 FB3130'LOGGING OPERATIONS, AND TAKE ANY ONE OF SEVERAL TRAILS WHICH BRANCH
 FB3130'OUT FROM THIS POINT TO SUMMIT OF PEAK ABOUT 1-1/2 MILES DISTANT.
 FB3130'STATION IS ON NORTHERN EDGE OF BURNT-OVER PEAK, AND 13 FEET NORTHEAST
 FB3130'OF LARGE OUTCROPPING ROCK WHICH IS HIGHER THAN THE ONE ON WHICH
 FB3130'STATION IS LOCATED. STATION MARK IS STANDARD STATION DISK IN ROCK
 FB3130'OUTCROP, NOTE 3.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 FB3130'IN ROCK OUTCROPS.  NO. 1 IS ON DOWNWARD SLOPE, AND 13.538
 FB3130'METERS (44.42 FEET) FROM STATION S 40 DEG 43 MIN W.  NO. 2 IS
 FB3130'IN OUTCROP HIGHER THAN STATION, AND 3.890 METERS (12.76 FEET)
 FB3130'FROM STATION S 83 DEG 07 MIN E.
 FB3130
 FB3130                          STATION RECOVERY (1962)
 FB3130
 FB3130'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 FB3130'ARMY MAP SERVICE (1962) STATION FOUND IN GOOD CONDITION.  TO REACH
 FB3130'FROM BREVARD, NORTH CAROLINA, GO NORTH ON US ROUTE 64 FOR 3 MILES TO
 FB3130'THE JUNCTION WITH US ROUTE 276.  TURN LEFT ON US 276 AND GO FOR
 FB3130'19.0 MILES TO JUNCTION WITH THE BLUE RIDGE PARKWAY.  TURN LEFT ON
 FB3130'PARKWAY AND GO FOR 10.0 MILES TO DEVILS COURTHOUSE TUNNEL, FROM
 FB3130'HERE CONTINUE ON FOR 2.0 MILES TO BLACK MOUNTAIN GAP AND END OF
 FB3130'TRUCK TRAVEL.  FROM HERE PACK NORTH UP MOUNTAIN TO TOP AND STATION
 FB3130'SITE.  A 30 MINUTE PACK.
 FB3130
 FB3130                          STATION RECOVERY (1975)
 FB3130
 FB3130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3130'ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION
 FB3130'IS ABOUT 200 FEET NORTH OF THE WOODS LINE OF THE BALSAMS WHICH COVER
 FB3130'THE SUMMIT.
 FB3130
 FB3130                          STATION RECOVERY (1977)
 FB3130
 FB3130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3130'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED IN
 FB3130'GOOD CONDITION AS PER RECOVERY OF 1975.
 FB3130
 FB3130                          STATION RECOVERY (1980)
 FB3130
 FB3130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3130'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2718 ***********************************************************************
 FB2718  DESIGNATION -  BLACK MTN RAD STA WFGW CEN MST
 FB2718  PID         -  FB2718
 FB2718  STATE/COUNTY-  NC/BUNCOMBE
 FB2718  USGS QUAD   -  BLACK MOUNTAIN (1994)
 FB2718
 FB2718                         *CURRENT SURVEY CONTROL
 FB2718  ___________________________________________________________________
 FB2718* NAD 83(2001)-  35 36 19.85287(N)    082 20 58.58436(W)     ADJUSTED  
 FB2718* NAVD 88     -              **(meters)            **(feet)            
 FB2718  ___________________________________________________________________
 FB2718  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 FB2718  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 FB2718  HORZ ORDER  -  THIRD
 FB2718
 FB2718.The horizontal coordinates were established by classical geodetic methods
 FB2718.and adjusted by the National Geodetic Survey in August 2005.
 FB2718
 FB2718
 FB2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2718
 FB2718.The geoid height was determined by GEOID03.
 FB2718
 FB2718;                    North         East     Units Scale Factor Converg.
 FB2718;SPC NC       -   210,953.452   306,181.873   MT  0.99989159   -1 55 59.9
 FB2718;SPC NC       -   692,103.12  1,004,531.70   sFT  0.99989159   -1 55 59.9
 FB2718;UTM  17      - 3,941,034.007   377,756.581   MT  0.99978415   -0 47 09.0
 FB2718
 FB2718                          SUPERSEDED SURVEY CONTROL
 FB2718
 FB2718  NAD 83(1995)-  35 36 19.85297(N)    082 20 58.58403(W) AD(       ) 4
 FB2718  NAD 83(1986)-  35 36 19.85957(N)    082 20 58.58261(W) AD(       ) 4
 FB2718  NAD 27      -  35 36 19.44976(N)    082 20 59.14142(W) AD(       ) 3
 FB2718
 FB2718.Superseded values are not recommended for survey control.
 FB2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2718.See file dsdata.txt to determine how the superseded data were derived.
 FB2718
 FB2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7775741034(NAD 83)
 FB2718_MARKER: 42 = RADIO/TV MAST
 FB2718
 FB2718  HISTORY     - Date     Condition        Report By
 FB2718  HISTORY     - 1974     FIRST OBSERVED   NCGS
 FB2718  HISTORY     - 1981     GOOD             NCGS
 FB2718  HISTORY     - 1986     GOOD             USPSQD
 FB2718  HISTORY     - 19960811 GOOD             USPSQD
 FB2718  HISTORY     - 20080313 MARK NOT FOUND   USPSQD
 FB2718
 FB2718                          STATION DESCRIPTION
 FB2718
 FB2718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2718'BLACK MTN. WFGW RAD. STA. CENTER MAST IS A N. C. GEODETIC SURVEY
 FB2718'INTERSECTION STATION IN THE VICINITY OF BLACK MOUNTAIN.
 FB2718'
 FB2718'BLACK MTN. WFGW RAD. STA. CENTER MAST IS LOCATED APPROXIMATELY
 FB2718'1.7 MILES WEST OF BLACK MOUNTAIN, AND 12.0 MILES EAST OF
 FB2718'ASHEVILLE.  TO REACH STATION FROM INTERSECTION OF U.S. 70 AND
 FB2718'NC 9 (STATE STREET WITH BROADWAY AVENUE SOUTH, AND MONTREAT ROAD
 FB2718'NORTH) IN BLACK MOUNTAIN, PROCEED WEST ALONG U.S. 70 FOR 1.75
 FB2718'MILES TO WFGW RADIO STATION ON LEFT, AND STATION WHICH IS
 FB2718'LOCATED APPROXIMATELY 1000 FEET SW OF RADIO STATION BUILDING, IN
 FB2718'THE CENTER OF THREE TOWERS.  IT IS RED AND WHITE IN COLOR,
 FB2718'APPROXIMATELY 300 FEET TALL.
 FB2718'
 FB2718'POINT INTERSECTED WAS RED LIGHT ON TOP.
 FB2718
 FB2718                          STATION RECOVERY (1981)
 FB2718
 FB2718'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2718'THE STATION WAS RECOVERED AT THIS DATE.
 FB2718'THE MAST WAS FOUND AS DESCRIBED.
 FB2718'
 FB2718'RECOVERY BY CORT.
 FB2718
 FB2718                          STATION RECOVERY (1986)
 FB2718
 FB2718'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 FB2718'RECOVERED IN GOOD CONDITION.
 FB2718
 FB2718                          STATION RECOVERY (1996)
 FB2718
 FB2718'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB2718'RECOVERED IN GOOD CONDITION.
 FB2718
 FB2718                          STATION RECOVERY (2008)
 FB2718
 FB2718'RECOVERY NOTE BY US POWER SQUADRON 2008 (CSB)
 FB2718'TOWER HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2763 ***********************************************************************
 FA2763  DESIGNATION -  BLACK PINE
 FA2763  PID         -  FA2763
 FA2763  STATE/COUNTY-  NC/IREDELL
 FA2763  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 FA2763
 FA2763                         *CURRENT SURVEY CONTROL
 FA2763  ___________________________________________________________________
 FA2763* NAD 83(2001)-  35 33 44.35173(N)    080 54 05.26262(W)     ADJUSTED  
 FA2763* NAVD 88     -       258.     (meters)     846.     (feet)  VERTCON   
 FA2763  ___________________________________________________________________
 FA2763  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FA2763  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FA2763  HORZ ORDER  -  SECOND
 FA2763
 FA2763.The horizontal coordinates were established by classical geodetic methods
 FA2763.and adjusted by the National Geodetic Survey in August 2005.
 FA2763
 FA2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2763
 FA2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2763
 FA2763.The geoid height was determined by GEOID03.
 FA2763
 FA2763;                    North         East     Units Scale Factor Converg.
 FA2763;SPC NC       -   202,692.675   437,246.077   MT  0.99988723   -1 05 50.9
 FA2763;SPC NC       -   665,000.88  1,434,531.50   sFT  0.99988723   -1 05 50.9
 FA2763;UTM  17      - 3,935,409.573   508,929.825   MT  0.99960098   +0 03 26.3
 FA2763
 FA2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2763!SPC NC       -   0.99996447  x   0.99988723  =   0.99985170
 FA2763!UTM  17      -   0.99996447  x   0.99960098  =   0.99956546
 FA2763
 FA2763:                Primary Azimuth Mark                     Grid Az
 FA2763:SPC NC       -  COLT                                     146 59 56.2
 FA2763:UTM  17      -  COLT                                     145 50 39.0
 FA2763
 FA2763|---------------------------------------------------------------------|
 FA2763| PID    Reference Object                     Distance      Geod. Az  |
 FA2763|                                                           dddmmss.s |
 FA2763| FA2762 COLT                                APPROX. 0.6 KM 1455405.3 |
 FA2763| FA2764 WEATHERS                            318.582 METERS 33250     |
 FA2763|---------------------------------------------------------------------|
 FA2763
 FA2763                          SUPERSEDED SURVEY CONTROL
 FA2763
 FA2763  NAD 83(1986)-  35 33 44.36428(N)    080 54 05.26869(W) AD(       ) 2
 FA2763  NAD 27      -  35 33 43.87608(N)    080 54 06.02004(W) AD(       ) 2
 FA2763  NGVD 29 (07/19/86)  258.     (m)          846.     (f) VERT ANG    3  
 FA2763
 FA2763.Superseded values are not recommended for survey control.
 FA2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2763.See file dsdata.txt to determine how the superseded data were derived.
 FA2763
 FA2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0893035410(NAD 83)
 FA2763_MARKER: DE = TRAVERSE STATION DISK
 FA2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2763_PROJECTION: FLUSH
 FA2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2763+STABILITY: SURFACE MOTION
 FA2763
 FA2763  HISTORY     - Date     Condition        Report By
 FA2763  HISTORY     - 1974     MONUMENTED       NCGS
 FA2763  HISTORY     - 19841010 MARK NOT FOUND   NCGS
 FA2763
 FA2763                          STATION DESCRIPTION
 FA2763
 FA2763'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2763'BLACK PINE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2763'THE VICINITY OF MOORESVILLE, NORTH CAROLINA.
 FA2763'
 FA2763'BLACK PINE IS LOCATED APPROXIMATELY 5.1 MILES WSW OF MOORESVILLE,
 FA2763'AND 4.9 MILES NNW OF DAVIDSON.  TO REACH STATION FROM I-77 UNDERPASS
 FA2763'OF NC 150 WNW OF MOORESVILLE, PROCEED WEST ALONG NC 150 FOR 0.5 MILE
 FA2763'TO INTERSECTION WITH SR 1109, THENCE SOUTH ALONG SR 1109 FOR 0.9
 FA2763'MILE TO INTERSECTION WITH SR 1100, THENCE WEST ALONG SR 1100 FOR
 FA2763'2.0 MILES TO INTERSECTION WITH SR 1112, THENCE SOUTH ALONG SR 1112
 FA2763'FOR 0.5 MILE TO STATION ON LEFT, BETWEEN PP 9 AND GUY WIRE ON SE
 FA2763'SIDE OF DRIVEWAY.
 FA2763'
 FA2763'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLACK
 FA2763'PINE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA2763'IS FLUSH WITH THE GROUND.
 FA2763'
 FA2763'MARK IS 36.0 FT NE OF C/L OF SR 1112.
 FA2763'
 FA2763'45.0 FT SE OF C/L OF DRIVEWAY.
 FA2763'
 FA2763'2.3 FT SW OF PP 9 WITH TRANSFORMER WITH ALUMINUM REF. TAG.
 FA2763'
 FA2763'10.8 FT NE OF GUY WIRE.
 FA2763'
 FA2763'30.0 FT W OF 6 IN BLACK GUM WITH ALUMINUM REF. TAG.
 FA2763
 FA2763                          STATION RECOVERY (1984)
 FA2763
 FA2763'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FA2763'MARK WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0005 ***********************************************************************
 EB0005  DESIGNATION -  BLACK RIVER=F 22
 EB0005  PID         -  EB0005
 EB0005  STATE/COUNTY-  NC/SAMPSON
 EB0005  USGS QUAD   -  ROWAN (1986)
 EB0005
 EB0005                         *CURRENT SURVEY CONTROL
 EB0005  ___________________________________________________________________
 EB0005* NAD 83(2001)-  34 37 04.17788(N)    078 15 45.97091(W)     ADJUSTED  
 EB0005* NAVD 88     -        19.493  (meters)      63.95   (feet)  POSTED    
 EB0005  ___________________________________________________________________
 EB0005  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 EB0005  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 EB0005  DYNAMIC HT  -          19.470 (meters)      63.88  (feet)  COMP
 EB0005  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EB0005
 EB0005  HORZ ORDER  -  FIRST
 EB0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EB0005
 EB0005.The horizontal coordinates were established by classical geodetic methods
 EB0005.and adjusted by the National Geodetic Survey in August 2005.
 EB0005
 EB0005.The orthometric height was determined by differential leveling
 EB0005.and adjusted by the  in 1992.
 EB0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EB0005.rate of 0.0 thru 1.0 mm/km.
 EB0005
 EB0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0005
 EB0005.The geoid height was determined by GEOID03.
 EB0005
 EB0005.The dynamic height is computed by dividing the NAVD 88
 EB0005.geopotential number by the normal gravity value computed on the
 EB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0005.degrees latitude (g = 980.6199 gals.).
 EB0005
 EB0005.The modeled gravity was interpolated from observed gravity values.
 EB0005
 EB0005;                    North         East     Units Scale Factor Converg.
 EB0005;SPC NC       -    96,520.608   677,207.907   MT  0.99993336   +0 25 31.8
 EB0005;SPC NC       -   316,668.03  2,221,806.27   sFT  0.99993336   +0 25 31.8
 EB0005;UTM  17      - 3,834,070.072   750,966.667   MT  1.00037639   +1 33 21.0
 EB0005
 EB0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0005!SPC NC       -   1.00000252  x   0.99993336  =   0.99993588
 EB0005!UTM  17      -   1.00000252  x   1.00037639  =   1.00037891
 EB0005
 EB0005|---------------------------------------------------------------------|
 EB0005| PID    Reference Object                     Distance      Geod. Az  |
 EB0005|                                                           dddmmss.s |
 EB0005| EB3167 BLACK RIVER RM                       25.400 METERS 05425     |
 EB0005| EB0004 IVANHOE=E 22                        APPROX. 1.0 KM 0583941.9 |
 EB0005|---------------------------------------------------------------------|
 EB0005
 EB0005                          SUPERSEDED SURVEY CONTROL
 EB0005
 EB0005  NAD 83(1986)-  34 37 04.18584(N)    078 15 45.98273(W) AD(       ) 1
 EB0005  NAD 27      -  34 37 03.58600(N)    078 15 46.99700(W) AD(       ) 1
 EB0005  NGVD 29 (??/??/92)   19.737  (m)           64.75   (f) ADJ UNCH    1 2
 EB0005
 EB0005.Superseded values are not recommended for survey control.
 EB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0005.See file dsdata.txt to determine how the superseded data were derived.
 EB0005
 EB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5096734070(NAD 83)
 EB0005_MARKER: DS = TRIANGULATION STATION DISK
 EB0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0005_STAMPING: 64.393 F 22 BLACK RIVER 1918
 EB0005_MARK LOGO: CGS   
 EB0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0005+STABILITY: SURFACE MOTION
 EB0005
 EB0005  HISTORY     - Date     Condition        Report By
 EB0005  HISTORY     - 1918     MONUMENTED       CGS
 EB0005  HISTORY     - 1934     GOOD             CGS
 EB0005  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EB0005  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EB0005
 EB0005                          STATION DESCRIPTION
 EB0005
 EB0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 EB0005'ON FIRST CURVE OF ATLANTIC COAST LINE RAILROAD WEST OF BRIDGE OVER
 EB0005'BLACK RIVER, ON PROLONGATION OF TANGENT TO NORTHEAST RAIL FROM
 EB0005'BRIDGE, IN WOODED TRACT COMPOSED OF A FEW TALL PINES AND MANY SCRUB
 EB0005'OAKS, 80 METERS (262 FEET) WEST OF WAGON ROAD, AND 125 YARDS SOUTH
 EB0005'OF TRACK.
 EB0005'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 EB0005'UNDERGROUND MARK IS NAIL IN CONCRETE.
 EB0005'
 EB0005'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 EB0005'IN LINE WITH BRIDGE, AND 25.4 METERS (83 FEET) FROM STATION
 EB0005'N 54 DEG 25 MIN E.
 EB0005'
 EB0005'AZIMUTH MARK, ESTABLISHED IN 1933, IS
 EB0005'STANDARD REFERENCE DISK IN CONCRETE, ON BANK ABOUT 5
 EB0005'FEET ABOVE TRACK, ABOUT 40 YARDS WEST OF FIRST GRADE CROSSING WEST
 EB0005'OF BRIDGE, 10 YARDS NORTH OF TRACK, AND ABOUT 130 YARDS FROM
 EB0005'STATION N 6 DEG 26 MIN W.
 EB0005
 EB0005                          STATION RECOVERY (1934)
 EB0005
 EB0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EB0005'1.5 MI NW FROM IVANHOE.
 EB0005'1-1/2 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0005'FROM THE STATION AT IVANHOE, SAMPSON COUNTY, AT THE FIRST CURVE
 EB0005'WEST OF THE BRIDGE OVER BLACK RIVER, AT THE INTERSECTION OF THE
 EB0005'PROLONGATIONS OF THE TANGENTS, IN A WOODED TRACT OF PINE AND OAK
 EB0005'TREES, 90 YARDS WEST OF A WAGON ROAD, 125 YARDS SOUTH OF THE TRACK
 EB0005'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 EB0005'ABOVE GROUND.
 EB0005
 EB0005                          STATION RECOVERY (1980)
 EB0005
 EB0005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EB0005'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS
 EB0005'INADEQUATE FOR LOCATING THE MONUMENT.
 EB0005
 EB0005                          STATION RECOVERY (1980)
 EB0005
 EB0005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB0005'SEARCH MADE BUT UNABLE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3590 ***********************************************************************
 FX3590  DESIGNATION -  BLACK SAWMILL IRON STACK
 FX3590  PID         -  FX3590
 FX3590  STATE/COUNTY-  NC/PASQUOTANK
 FX3590  USGS QUAD   -  ELIZABETH CITY (1982)
 FX3590
 FX3590                         *CURRENT SURVEY CONTROL
 FX3590  ___________________________________________________________________
 FX3590* NAD 83(2001)-  36 18 19.04394(N)    076 12 48.38238(W)     ADJUSTED  
 FX3590* NAVD 88     -              **(meters)            **(feet)            
 FX3590  ___________________________________________________________________
 FX3590  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 FX3590  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 FX3590  HORZ ORDER  -  THIRD
 FX3590
 FX3590.The horizontal coordinates were established by classical geodetic methods
 FX3590.and adjusted by the National Geodetic Survey in August 2005.
 FX3590
 FX3590
 FX3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3590
 FX3590.The geoid height was determined by GEOID03.
 FX3590
 FX3590;                    North         East     Units Scale Factor Converg.
 FX3590;SPC NC       -   286,988.738   859,853.403   MT  1.00004164   +1 36 30.0
 FX3590;SPC NC       -   941,562.22  2,821,035.71   sFT  1.00004164   +1 36 30.0
 FX3590;UTM  18      - 4,018,493.551   391,056.194   MT  0.99974623   -0 43 06.7
 FX3590
 FX3590                          SUPERSEDED SURVEY CONTROL
 FX3590
 FX3590  NAD 83(1993)-  36 18 19.05176(N)    076 12 48.39083(W) AD(       ) 4
 FX3590  NAD 83(1986)-  36 18 19.06542(N)    076 12 48.41043(W) AD(       ) 4
 FX3590  NAD 27      -  36 18 18.52200(N)    076 12 49.67700(W) AD(       ) 3
 FX3590
 FX3590.Superseded values are not recommended for survey control.
 FX3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3590.See file dsdata.txt to determine how the superseded data were derived.
 FX3590
 FX3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9105618494(NAD 83)
 FX3590_MARKER: 63 = STACK
 FX3590
 FX3590  HISTORY     - Date     Condition        Report By
 FX3590  HISTORY     - 1916     FIRST OBSERVED   CGS
 FX3590
 FX3590                          STATION DESCRIPTION
 FX3590
 FX3590'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2690 ***********************************************************************
 FB2690  DESIGNATION -  BLACKBERRY
 FB2690  PID         -  FB2690
 FB2690  STATE/COUNTY-  NC/MCDOWELL
 FB2690  USGS QUAD   -  MARION WEST (1994)
 FB2690
 FB2690                         *CURRENT SURVEY CONTROL
 FB2690  ___________________________________________________________________
 FB2690* NAD 83(2001)-  35 38 08.25823(N)    082 05 59.88091(W)     ADJUSTED  
 FB2690* NAVD 88     -       468.9    (meters)    1538.     (feet)  VERTCON   
 FB2690  ___________________________________________________________________
 FB2690  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 FB2690  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 FB2690  HORZ ORDER  -  SECOND
 FB2690
 FB2690.The horizontal coordinates were established by classical geodetic methods
 FB2690.and adjusted by the National Geodetic Survey in August 2005.
 FB2690
 FB2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2690
 FB2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2690
 FB2690.The geoid height was determined by GEOID03.
 FB2690
 FB2690;                    North         East     Units Scale Factor Converg.
 FB2690;SPC NC       -   213,557.919   328,891.800   MT  0.99989497   -1 47 21.2
 FB2690;SPC NC       -   700,647.94  1,079,039.18   sFT  0.99989497   -1 47 21.2
 FB2690;UTM  17      - 3,944,092.454   400,406.580   MT  0.99972223   -0 38 27.3
 FB2690
 FB2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2690!SPC NC       -   0.99993132  x   0.99989497  =   0.99982630
 FB2690!UTM  17      -   0.99993132  x   0.99972223  =   0.99965357
 FB2690
 FB2690:                Primary Azimuth Mark                     Grid Az
 FB2690:SPC NC       -  POPLAR                                   276 07 40.5
 FB2690:UTM  17      -  POPLAR                                   274 58 46.6
 FB2690
 FB2690|---------------------------------------------------------------------|
 FB2690| PID    Reference Object                     Distance      Geod. Az  |
 FB2690|                                                           dddmmss.s |
 FB2690| FB2692 POPLAR                              432.654 METERS 2742019.3 |
 FB2690|---------------------------------------------------------------------|
 FB2690
 FB2690                          SUPERSEDED SURVEY CONTROL
 FB2690
 FB2690  NAD 83(1995)-  35 38 08.25751(N)    082 05 59.88032(W) AD(       ) 2
 FB2690  NAD 83(1986)-  35 38 08.26262(N)    082 05 59.88386(W) AD(       ) 2
 FB2690  NAD 27      -  35 38 07.83082(N)    082 06 00.47792(W) AD(       ) 2
 FB2690  NGVD 29 (07/19/86)  469.0    (m)         1539.     (f) VERT ANG    3  
 FB2690
 FB2690.Superseded values are not recommended for survey control.
 FB2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2690.See file dsdata.txt to determine how the superseded data were derived.
 FB2690
 FB2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0040744092(NAD 83)
 FB2690_MARKER: DE = TRAVERSE STATION DISK
 FB2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2690_STAMPING: BLACKBERRY 1974
 FB2690_MARK LOGO: NCGS  
 FB2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2690+STABILITY: SURFACE MOTION
 FB2690
 FB2690  HISTORY     - Date     Condition        Report By
 FB2690  HISTORY     - 1974     MONUMENTED       NCGS
 FB2690
 FB2690                          STATION DESCRIPTION
 FB2690
 FB2690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JCS)
 FB2690'BLACKBERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2690'THE VICINITY OF OLD FORT, NORTH CAROLINA.
 FB2690'
 FB2690'BLACKBERRY IS LOCATED APPROXIMATELY 4.6 MILES EAST OF OLD FORT,
 FB2690'AND 6.1 MILES WSW OF MARION.  TO REACH STATION FROM THE I-40
 FB2690'UNDERPASS OF SR 1001 (SUGAR HILL ROAD) SW OF MARION, PROCEED
 FB2690'WESTERLY ALONG I-40 FOR 3.8 MILES TO STATION ON LEFT ACROSS HIGHWAY
 FB2690'AT A CUT, APPROXIMATELY 60 FEET WEST OF EAST END OF CUT, AND ABOUT
 FB2690'12 FEET FROM TOP.  1.65 MILE EAST OF CATAWBA RIVER BRIDGE.
 FB2690'
 FB2690'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2690'BLACKBERRY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2690'WHICH IS FLUSH WITH THE GROUND.
 FB2690'
 FB2690'MARK IS 43.4 FT S OF C/L I-40 EAST BOUND LANE
 FB2690'
 FB2690'54.0 FT SE OF A REFLECTOR POST
 FB2690'
 FB2690'3.5 FT N OF A METAL WITNESS POST
 FB2690'
 FB2690'60.1 FT SSE OF 278 EMBEDDED IN N EDGE OF I-40 E
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2042 ***********************************************************************
 FZ2042  DESIGNATION -  BLACKBURN
 FZ2042  PID         -  FZ2042
 FZ2042  STATE/COUNTY-  NC/WATAUGA
 FZ2042  USGS QUAD   -  BOONE (1994)
 FZ2042
 FZ2042                         *CURRENT SURVEY CONTROL
 FZ2042  ___________________________________________________________________
 FZ2042* NAD 83(2001)-  36 10 27.19502(N)    081 38 16.18832(W)     ADJUSTED  
 FZ2042* NAVD 88     -      1211.2    (meters)    3974.     (feet)  VERTCON   
 FZ2042  ___________________________________________________________________
 FZ2042  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 FZ2042  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FZ2042  HORZ ORDER  -  SECOND
 FZ2042
 FZ2042.The horizontal coordinates were established by classical geodetic methods
 FZ2042.and adjusted by the National Geodetic Survey in August 2005.
 FZ2042
 FZ2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2042
 FZ2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2042
 FZ2042.The geoid height was determined by GEOID03.
 FZ2042
 FZ2042;                    North         East     Units Scale Factor Converg.
 FZ2042;SPC NC       -   272,084.742   372,316.382   MT  1.00000212   -1 31 20.9
 FZ2042;SPC NC       -   892,664.69  1,221,508.00   sFT  1.00000212   -1 31 20.9
 FZ2042;UTM  17      - 4,003,460.824   442,640.236   MT  0.99964054   -0 22 35.3
 FZ2042
 FZ2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2042!SPC NC       -   0.99981487  x   1.00000212  =   0.99981699
 FZ2042!UTM  17      -   0.99981487  x   0.99964054  =   0.99945548
 FZ2042
 FZ2042:                Primary Azimuth Mark                     Grid Az
 FZ2042:SPC NC       -  CHALETS                                  314 24 02.3
 FZ2042:UTM  17      -  CHALETS                                  313 15 16.7
 FZ2042
 FZ2042|---------------------------------------------------------------------|
 FZ2042| PID    Reference Object                     Distance      Geod. Az  |
 FZ2042|                                                           dddmmss.s |
 FZ2042| FZ2047 CHALETS                             APPROX. 1.3 KM 3125241.4 |
 FZ2042| FZ2931 BOONE LOOKOUT TOWER                 APPROX. 9.2 KM 3175503.3 |
 FZ2042| FZ2969 HOWARD KNOB MAST                    APPROX. 7.2 KM 3302423.6 |
 FZ2042|---------------------------------------------------------------------|
 FZ2042
 FZ2042                          SUPERSEDED SURVEY CONTROL
 FZ2042
 FZ2042  NAD 83(1995)-  36 10 27.19671(N)    081 38 16.18766(W) AD(       ) 2
 FZ2042  NAD 83(1993)-  36 10 27.20175(N)    081 38 16.19125(W) AD(       ) 2
 FZ2042  NAD 83(1986)-  36 10 27.20129(N)    081 38 16.19761(W) AD(       ) 2
 FZ2042  NAD 83(1986)-  36 10 27.20462(N)    081 38 16.20189(W) AD(       ) 2
 FZ2042  NAD 27      -  36 10 26.73880(N)    081 38 16.81412(W) AD(       ) 2
 FZ2042  NGVD 29 (10/27/97) 1211.3    (m)         3974.     (f) VERT ANG    3  
 FZ2042
 FZ2042.Superseded values are not recommended for survey control.
 FZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2042.See file dsdata.txt to determine how the superseded data were derived.
 FZ2042
 FZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4264003461(NAD 83)
 FZ2042_MARKER: DE = TRAVERSE STATION DISK
 FZ2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2042_SP_SET: CONCRETE POST
 FZ2042_STAMPING: BLACKBURN 1971
 FZ2042_MARK LOGO: NCGS  
 FZ2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2042+STABILITY: SURFACE MOTION
 FZ2042
 FZ2042  HISTORY     - Date     Condition        Report By
 FZ2042  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2042  HISTORY     - 1971     GOOD             NCGS
 FZ2042  HISTORY     - 19880314 GOOD             NCGS
 FZ2042
 FZ2042                          STATION DESCRIPTION
 FZ2042
 FZ2042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWS)
 FZ2042'BLACKBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ2042'IN THE VICINITY OF BLOWING ROCK, NORTH CAROLINA.
 FZ2042'
 FZ2042'BLACKBURN IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF BLOWING
 FZ2042'ROCK AND 4.2 MILES SOUTHEAST OF BOONE.  TO REACH STATION PROCEED FROM
 FZ2042'THE INTERSECTION OF US 321-221 AND SR 1531 (MIDDLE FORK RD.) AT
 FZ2042'ENTRANCE TO TWEETSIE RAILROAD.  GO EAST ALONG SR 1531 FOR 0.45 MILE
 FZ2042'TO A DRIVE NORTHEAST TO A. R. GREEN RESIDENCE.  GO NORTHEAST AND
 FZ2042'NORTH ALONG DRIVE FOR 0.3 MILE TO A LOCKED GATE (KEY WITH MR. A.
 FZ2042'R. GREEN) AND CONTINUE NORTH UP DRIVE TO BLACKBURN KNOB AND
 FZ2042'STATION AT THE NORTHWEST CORNER OF BRYANT RESIDENCE.
 FZ2042'
 FZ2042'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ2042'BLACKBURN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ2042'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ2042'
 FZ2042'MARK IS
 FZ2042'2.5 FEET SW OF OUTSIDE EDGE OF A STONE WALL.
 FZ2042'19.8 FEET ESE OF NW END OF A ROCK WALL.
 FZ2042'6.3 FEET W OF NW CORNER OF A PORCH.
 FZ2042'14.0 FEET NW OF NW CORNER OF HOUSE.
 FZ2042'24.9 FEET NNW OF NW CORNER OF A STONE CHIMNEY.
 FZ2042'66.7 FEET SW OF ALUM. REF. TAG ON FENCE POST N OF HOUSE.
 FZ2042'33.4 FEET SE OF ALUM. REF. TAG ON FENCE POST NW OF HOUSE.
 FZ2042'75.9 FEET E OF ALUM. REF. TAG ON FENCE POST W OF HOUSE.
 FZ2042
 FZ2042                          STATION RECOVERY (1971)
 FZ2042
 FZ2042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 FZ2042'RECOVERED IN GOOD CONDITION.
 FZ2042
 FZ2042                          STATION RECOVERY (1988)
 FZ2042
 FZ2042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2042'STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS.
 FZ2042'STATION IS IN THE SORRENTO SKIES DEVELOPMENT, ON TOP OF BLACKBURN
 FZ2042'KNOB.
 FZ2042'PROCEED ALONG SR 1532 (NILEY COOK ROAD) FOR 1.0 MI (1.6 KM) EAST FROM
 FZ2042'US 321-221 TO TOP OF HILL, THENCE SOUTH ALONG SORRENTO DRIVE FOR 0.65
 FZ2042'MI (1.05 KM) INTO SORRENTO SKIES DEVELOPMENT, THENCE EAST AND NORTH
 FZ2042'ALONG CEZANNE DRIVE FOR 0.15 MI (0.24 KM) TO END, AND STATION ON
 FZ2042'RIGHT AT THE NORTHWEST CORNER OF A DECK OF THE--L.W. HUBERT--BLUE
 FZ2042'FRAME RESIDENCE.
 FZ2042'MARK IS ABOUT 12 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED
 FZ2042'19.8 FT (6.0 M) EAST-SOUTHEAST OF THE NORTHWEST END OF A ROCK WALL,
 FZ2042'3.7 FT (1.1 M) WEST OF THE NORTHWEST DECK CORNER, 2.5 FT (0.8 M)
 FZ2042'SOUTHWEST OF THE OUTSIDE EDGE OF THE ROCK WALL, 14.0 FT (4.3 M)
 FZ2042'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 24.9 FT (7.6 M)
 FZ2042'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE STONE CHIMNEY--AND 33.4
 FZ2042'FT (10.2 M) SOUTHEAST OF A FENCE POST, 75.9 FT (23.1 M) EAST OF A
 FZ2042'FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4734 ***********************************************************************
 AH4734  DESIGNATION -  BLACKMAN
 AH4734  PID         -  AH4734
 AH4734  STATE/COUNTY-  NC/JOHNSTON
 AH4734  USGS QUAD   -  EDMONDSON (1993)
 AH4734
 AH4734                         *CURRENT SURVEY CONTROL
 AH4734  ___________________________________________________________________
 AH4734* NAD 83(2001)-  35 35 37.24284(N)    078 35 20.46743(W)     ADJUSTED  
 AH4734* NAVD 88     -        74.040  (meters)     242.91   (feet)  ADJUSTED  
 AH4734  ___________________________________________________________________
 AH4734  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 AH4734  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AH4734  DYNAMIC HT  -          73.975 (meters)     242.70  (feet)  COMP
 AH4734  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 AH4734
 AH4734  HORZ ORDER  -  SECOND
 AH4734  VERT ORDER  -  SECOND    CLASS II
 AH4734
 AH4734.The horizontal coordinates were established by classical geodetic methods
 AH4734.and adjusted by the National Geodetic Survey in August 2005.
 AH4734
 AH4734.The orthometric height was determined by differential leveling
 AH4734.and adjusted in November 1999.
 AH4734.No vertical observational check was made to the station.
 AH4734
 AH4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4734
 AH4734.The geoid height was determined by GEOID03.
 AH4734
 AH4734.The dynamic height is computed by dividing the NAVD 88
 AH4734.geopotential number by the normal gravity value computed on the
 AH4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4734.degrees latitude (g = 980.6199 gals.).
 AH4734
 AH4734.The modeled gravity was interpolated from observed gravity values.
 AH4734
 AH4734;                    North         East     Units Scale Factor Converg.
 AH4734;SPC NC       -   204,597.924   646,841.767   MT  0.99989034   +0 14 13.9
 AH4734;SPC NC       -   671,251.69  2,122,180.03   sFT  0.99989034   +0 14 13.9
 AH4734;UTM  17      - 3,941,558.734   718,426.163   MT  1.00018797   +1 24 13.8
 AH4734
 AH4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4734!SPC NC       -   0.99999362  x   0.99989034  =   0.99988396
 AH4734!UTM  17      -   0.99999362  x   1.00018797  =   1.00018159
 AH4734
 AH4734                          SUPERSEDED SURVEY CONTROL
 AH4734
 AH4734  NAD 83(1986)-  35 35 37.24855(N)    078 35 20.47754(W) AD(       ) 2
 AH4734  NAVD 88 (11/13/98)   74.04   (m)          242.9    (f) LEVELING    3  
 AH4734
 AH4734.Superseded values are not recommended for survey control.
 AH4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4734.See file dsdata.txt to determine how the superseded data were derived.
 AH4734
 AH4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1842641559(NAD 83)
 AH4734_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4734_STAMPING: BLACKMAN 1985
 AH4734_MARK LOGO: NCGS  
 AH4734_PROJECTION: FLUSH
 AH4734_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4734+STABILITY: SURFACE MOTION
 AH4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4734+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1997
 AH4734
 AH4734  HISTORY     - Date     Condition        Report By
 AH4734  HISTORY     - 1985     MONUMENTED       NCGS
 AH4734  HISTORY     - 19910712 GOOD             NCGS
 AH4734  HISTORY     - 19970401 GOOD             NCGS
 AH4734  HISTORY     - 19971105 GOOD             NCGS
 AH4734
 AH4734                          STATION DESCRIPTION
 AH4734
 AH4734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4734'STATION IS LOCATED ABOUT 13.7 KM (8.50 MI)  WEST-SOUTHWEST OF CLAYTON
 AH4734'AND 12.7 KM (7.90 MI)  SOUTH OF GARNER. ALONG NC 42 FOR 0.9 KM (0.55
 AH4734'MI)  EAST FROM NC 50, OR 1.9 KM (1.20 MI) WEST OF SR 1010, AND ON THE
 AH4734'PROLONGATION OF THE WEST SIDE OF THE BLACKMANS BRICK RESIDENCE. MARK
 AH4734'IS FLUSH WITH GROUND.  LOCATED 33.1 FT (10.1 M)  SOUTH OF THE
 AH4734'CENTERLINE OF THE HIGHWAY, 55.1 FT (16.8 M)  EAST OF THE EAST END OF A
 AH4734'DRIVEWAY CULVERT, 93.5 FT (28.5 M)  NORTH OF THE NORTHWEST CORNER OF
 AH4734'THE HOUSE--AND 18.2 FT (5.5 M)  NORTHWEST OF A 22-INCH OAK, 140.8 FT
 AH4734'(42.9 M) WEST OF A POWER POLE WITH A TRANSFORMER AND LIGHT--BOTH WITH
 AH4734'REFERENCE TAGS, AND 133.0 FT (40.5 M)  WEST OF THE CENTERLINE OF A
 AH4734'DRIVE. MARK IS 5-FEET ABOVE THE HIGHWAY.
 AH4734
 AH4734                          STATION RECOVERY (1991)
 AH4734
 AH4734'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA)
 AH4734'RECOVERED AS DESCRIBED.
 AH4734
 AH4734                          STATION RECOVERY (1997)
 AH4734
 AH4734'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4734'RECOVERED AS DESCRIBED.
 AH4734
 AH4734                          STATION RECOVERY (1997)
 AH4734
 AH4734'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH4734'RECOVERED AS DESCRIBED EXCEPT MARK IS NOW FLUSH WITH THE GROUND.
 AH4734'LOCATED 18.2 FT (5.5 M) NORTHWEST OF A 22-INCH OAK, 133.0 FT (40.5 M)
 AH4734'WEST OF THE CENTERLINE OF A DRIVE AND 140.8 FT (42.9 M) WEST OF A
 AH4734'POWER POLE WITH A TRANSFORMER, LIGHT AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2488 ***********************************************************************
 EB2488  DESIGNATION -  BLACKMON
 EB2488  PID         -  EB2488
 EB2488  STATE/COUNTY-  NC/ROBESON
 EB2488  USGS QUAD   -  SOUTHEAST LUMBERTON (1986)
 EB2488
 EB2488                         *CURRENT SURVEY CONTROL
 EB2488  ___________________________________________________________________
 EB2488* NAD 83(2001)-  34 33 52.48088(N)    078 59 06.88154(W)     ADJUSTED  
 EB2488* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 EB2488  ___________________________________________________________________
 EB2488  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 EB2488  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EB2488  HORZ ORDER  -  SECOND
 EB2488
 EB2488.The horizontal coordinates were established by classical geodetic methods
 EB2488.and adjusted by the National Geodetic Survey in August 2005.
 EB2488
 EB2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2488
 EB2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2488
 EB2488.The geoid height was determined by GEOID03.
 EB2488
 EB2488;                    North         East     Units Scale Factor Converg.
 EB2488;SPC NC       -    90,362.934   610,955.209   MT  0.99994398   +0 00 30.7
 EB2488;SPC NC       -   296,465.73  2,004,442.21   sFT  0.99994398   +0 00 30.7
 EB2488;UTM  17      - 3,826,602.289   684,832.001   MT  1.00002110   +1 08 36.1
 EB2488
 EB2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2488!SPC NC       -   0.99999963  x   0.99994398  =   0.99994361
 EB2488!UTM  17      -   0.99999963  x   1.00002110  =   1.00002073
 EB2488
 EB2488:                Primary Azimuth Mark                     Grid Az
 EB2488:SPC NC       -  POPE                                     106 57 43.6
 EB2488:UTM  17      -  POPE                                     105 49 38.2
 EB2488
 EB2488|---------------------------------------------------------------------|
 EB2488| PID    Reference Object                     Distance      Geod. Az  |
 EB2488|                                                           dddmmss.s |
 EB2488| EB2504 POPE                                483.687 METERS 1065814.3 |
 EB2488|---------------------------------------------------------------------|
 EB2488
 EB2488                          SUPERSEDED SURVEY CONTROL
 EB2488
 EB2488  NAD 83(1986)-  34 33 52.48935(N)    078 59 06.89078(W) AD(       ) 2
 EB2488  NAD 27      -  34 33 51.89322(N)    078 59 07.77240(W) AD(       ) 2
 EB2488  NGVD 29 (07/19/86)   36.7    (m)          120.     (f) VERT ANG    3  
 EB2488
 EB2488.Superseded values are not recommended for survey control.
 EB2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2488.See file dsdata.txt to determine how the superseded data were derived.
 EB2488
 EB2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8483226602(NAD 83)
 EB2488_MARKER: DE = TRAVERSE STATION DISK
 EB2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2488_STAMPING: BLACKMON 1965
 EB2488_MARK LOGO: NCGS  
 EB2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2488+STABILITY: SURFACE MOTION
 EB2488
 EB2488  HISTORY     - Date     Condition        Report By
 EB2488  HISTORY     - 1965     MONUMENTED       NCGS
 EB2488  HISTORY     - 19950808 MARK NOT FOUND   USPSQD
 EB2488
 EB2488                          STATION DESCRIPTION
 EB2488
 EB2488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2488'BLACKMON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2488'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2488'
 EB2488'BLACKMON IS 4.0 MILES SSE OF LUMBERTON.  LOCATED 0.7 MILES W
 EB2488'ALONG SR 2207 FROM INTERSECTION OF U.S. 74 AND SR 2207.  0.85 MILES
 EB2488'E OF INTERSECTION OF SR 2207 AND SR 2215.  AND ON THE N SHOULDER
 EB2488'OF SR 2207.
 EB2488'
 EB2488'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED
 EB2488'BLACKMON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2488'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2488'
 EB2488'MARK IS
 EB2488'
 EB2488'13.6 FT N OF C/L OF SR 2207.
 EB2488'
 EB2488'17.7 FT SW OF C/L OF DITCH IN FIELD.
 EB2488'
 EB2488'100.3 FT SE OF PP WITH ALUMINUM REF. TAG.
 EB2488'
 EB2488'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EB2488
 EB2488                          STATION RECOVERY (1995)
 EB2488
 EB2488'RECOVERY NOTE BY US POWER SQUADRON 1995
 EB2488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3317 ***********************************************************************
 FB3317  DESIGNATION -  BLACKSNAKE
 FB3317  PID         -  FB3317
 FB3317  STATE/COUNTY-  NC/HAYWOOD
 FB3317  USGS QUAD   -  FINES CREEK (1976)
 FB3317
 FB3317                         *CURRENT SURVEY CONTROL
 FB3317  ___________________________________________________________________
 FB3317* NAD 83(2001)-  35 38 41.38572(N)    082 59 48.34596(W)     ADJUSTED  
 FB3317* NAVD 88     -       745.4    (meters)    2446.     (feet)  VERTCON   
 FB3317  ___________________________________________________________________
 FB3317  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FB3317  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 FB3317  HORZ ORDER  -  SECOND
 FB3317
 FB3317.The horizontal coordinates were established by classical geodetic methods
 FB3317.and adjusted by the National Geodetic Survey in August 2005.
 FB3317
 FB3317.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3317
 FB3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3317
 FB3317.The geoid height was determined by GEOID03.
 FB3317
 FB3317;                    North         East     Units Scale Factor Converg.
 FB3317;SPC NC       -   217,480.527   247,764.839   MT  0.99989606   -2 18 24.5
 FB3317;SPC NC       -   713,517.36    812,875.14   sFT  0.99989606   -2 18 24.5
 FB3317;UTM  17      - 3,946,392.177   319,221.196   MT  1.00000273   -1 09 50.2
 FB3317
 FB3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3317!SPC NC       -   0.99988758  x   0.99989606  =   0.99978366
 FB3317!UTM  17      -   0.99988758  x   1.00000273  =   0.99989031
 FB3317
 FB3317:                Primary Azimuth Mark                     Grid Az
 FB3317:SPC NC       -  GUARDRAIL                                140 50 45.0
 FB3317:UTM  17      -  GUARDRAIL                                139 42 10.7
 FB3317
 FB3317|---------------------------------------------------------------------|
 FB3317| PID    Reference Object                     Distance      Geod. Az  |
 FB3317|                                                           dddmmss.s |
 FB3317| FB3315 GUARDRAIL                           APPROX. 0.6 KM 1383220.5 |
 FB3317|---------------------------------------------------------------------|
 FB3317
 FB3317                          SUPERSEDED SURVEY CONTROL
 FB3317
 FB3317  NAD 83(1995)-  35 38 41.38529(N)    082 59 48.34653(W) AD(       ) 2
 FB3317  NAD 83(1986)-  35 38 41.39342(N)    082 59 48.35172(W) AD(       ) 2
 FB3317  NAD 27      -  35 38 41.02778(N)    082 59 48.84233(W) AD(       ) 2
 FB3317  NGVD 29 (07/19/86)  745.5    (m)         2446.     (f) VERT ANG    3  
 FB3317
 FB3317.Superseded values are not recommended for survey control.
 FB3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3317.See file dsdata.txt to determine how the superseded data were derived.
 FB3317
 FB3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1922146392(NAD 83)
 FB3317_MARKER: DE = TRAVERSE STATION DISK
 FB3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3317_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3317+STABILITY: SURFACE MOTION
 FB3317
 FB3317  HISTORY     - Date     Condition        Report By
 FB3317  HISTORY     - 1977     MONUMENTED       NCGS
 FB3317
 FB3317                          STATION DESCRIPTION
 FB3317
 FB3317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3317'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTHWEST OF FINES
 FB3317'CREEK AND 10.5 MILES NORTH OF WAYNESVILLE.
 FB3317'
 FB3317'TO REACH THE STATION FROM THE I-40 OVERPASS OF US 276 --EXIT 20-- AT
 FB3317'COVE CREEK, PROCEED NORTH ALONG I-40 FOR 3.9 MILES TO STATION ON LEFT,
 FB3317'NEAR LARGE ROCK FACED CUT AND 0.35 MILE NORTH OF --MILE 17-- MARKER.
 FB3317'
 FB3317'STATION MARK IS A STANDARD DISK STAMPED---BLACKSNAKE 1977---, SET IN
 FB3317'THE TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 FB3317'SURFACE.  THE MARK IS 26.5 FEET WEST OF THE CENTERLINE OF EAST BOUND
 FB3317'LANES, 211.5 FEET SOUTH OF SOUTH END OF GUARD RAIL, 196.8 FEET NORTH
 FB3317'OF NORTH END OF GUARD RAIL AND 23.9 FEET EAST OF 3 INCH DRILLED HOLE
 FB3317'IN ROCK FACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1237 ***********************************************************************
 FA1237  DESIGNATION -  BLACKWELDER
 FA1237  PID         -  FA1237
 FA1237  STATE/COUNTY-  NC/STANLY
 FA1237  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA1237
 FA1237                         *CURRENT SURVEY CONTROL
 FA1237  ___________________________________________________________________
 FA1237* NAD 83(2001)-  35 13 39.63363(N)    080 07 07.90422(W)     ADJUSTED  
 FA1237* NAVD 88     -       124.740  (meters)     409.25   (feet)  ADJUSTED  
 FA1237  ___________________________________________________________________
 FA1237  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FA1237  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FA1237  DYNAMIC HT  -         124.629 (meters)     408.89  (feet)  COMP
 FA1237  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 FA1237
 FA1237  HORZ ORDER  -  SECOND
 FA1237  VERT ORDER  -  SECOND    CLASS II
 FA1237
 FA1237.The horizontal coordinates were established by classical geodetic methods
 FA1237.and adjusted by the National Geodetic Survey in August 2005.
 FA1237
 FA1237.The orthometric height was determined by differential leveling
 FA1237.and adjusted in June 1991.
 FA1237
 FA1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1237
 FA1237.The geoid height was determined by GEOID03.
 FA1237
 FA1237.The dynamic height is computed by dividing the NAVD 88
 FA1237.geopotential number by the normal gravity value computed on the
 FA1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1237.degrees latitude (g = 980.6199 gals.).
 FA1237
 FA1237.The modeled gravity was interpolated from observed gravity values.
 FA1237
 FA1237;                    North         East     Units Scale Factor Converg.
 FA1237;SPC NC       -   164,492.410   507,761.175   MT  0.99987268   -0 38 44.8
 FA1237;SPC NC       -   539,672.18  1,665,879.79   sFT  0.99987268   -0 38 44.8
 FA1237;UTM  17      - 3,898,647.606   580,182.992   MT  0.99967923   +0 30 29.8
 FA1237
 FA1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1237!SPC NC       -   0.99998520  x   0.99987268  =   0.99985788
 FA1237!UTM  17      -   0.99998520  x   0.99967923  =   0.99966444
 FA1237
 FA1237                          SUPERSEDED SURVEY CONTROL
 FA1237
 FA1237  NAD 83(1986)-  35 13 39.64667(N)    080 07 07.91814(W) AD(       ) 2
 FA1237  NAD 27      -  35 13 39.12223(N)    080 07 08.70955(W) AD(       ) 2
 FA1237  NGVD 29 (??/??/92)  124.990  (m)          410.07   (f) ADJ UNCH    2 2
 FA1237
 FA1237.Superseded values are not recommended for survey control.
 FA1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1237.See file dsdata.txt to determine how the superseded data were derived.
 FA1237
 FA1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8018398648(NAD 83)
 FA1237_MARKER: DD = SURVEY DISK
 FA1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1237_STAMPING: BLACKWELDER 1974
 FA1237
 FA1237  HISTORY     - Date     Condition        Report By
 FA1237  HISTORY     - UNK      MONUMENTED
 FA1237  HISTORY     - 1974     GOOD             NCGS
 FA1237
 FA1237                          STATION DESCRIPTION
 FA1237
 FA1237'DESCRIBED UNK
 FA1237'IN NORWOOD.
 FA1237'TO REACH STATION FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR
 FA1237'1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1237'ALONG SR 1740 FOR 0.2 MILE TO STATION ON THE RIGHT BETWEEN THE CURB
 FA1237'AND THE SIDEWALK, AND ON THE PROLONGATION OF THE SOUTH SIDE OF A TWO
 FA1237'STORY WHITE HOUSE (BLACKWELDER RESIDENCE).  17.6 FT. EAST OF C/L OR SR
 FA1237'1740, 19.4 FT. SOUTH OF C/L OF CONCRETE WALK TO BLACKWELDER RESIDENCE,
 FA1237'37.6 FT. SW OF CENTER OF BOTTOM STEP OF BLACKWELDER RESIDENCE, 93.3
 FA1237'FT. NE OF METAL LAMP POST IN SKIDMORE YARD, 37.7 FT. ENE OF TP WITH
 FA1237'ALUMINUM REF. TAG, AND 27.1 FT. NORTH OF PP WITH ALUMINUM REF. TAG.
 FA1237'DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 FA1237
 FA1237                          STATION RECOVERY (1974)
 FA1237
 FA1237'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1237'BLACKWELDER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1237'IN THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1237'
 FA1237'BLACKWELDER IS LOCATED IN NORWOOD.  TO REACH STATION FROM
 FA1237'INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR 1932 (ANSON
 FA1237'AVENUE) WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1237'ALONG SR 1740 FOR 0.2 MILE TO STATION ON THE RIGHT BETWEEN THE
 FA1237'CURB AND THE SIDEWALK, AND ON THE PROLONGATION OF THE SOUTH SIDE
 FA1237'OF A TWO STORY WHITE HOUSE (BLACKWELDER RESIDENCE).
 FA1237'
 FA1237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1237'BLACKWELDER 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA1237'OF WHICH IS FLUSH WITH THE GROUND.
 FA1237'
 FA1237'MARK IS 17.6 FT E OF C/L OF SR 1740
 FA1237'
 FA1237'19.4 FT S OF C/L OF CONCRETE WALK TO BLACKWELDER RESIDENCE
 FA1237'
 FA1237'37.6 FT SW OF CENTER OF BOTTOM STEP OF BLACKWELDER RESIDENCE
 FA1237'
 FA1237'93.3 FT NE OF METAL LAMP POST IN SKIDMORE YARD
 FA1237'
 FA1237'37.7 FT ENE OF TP WITH ALUMINUM REF. TAG
 FA1237'
 FA1237'27.1 FT N OF PP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1928 ***********************************************************************
 FY1928  DESIGNATION -  BLACKWELL
 FY1928  PID         -  FY1928
 FY1928  STATE/COUNTY-  NC/GRANVILLE
 FY1928  USGS QUAD   -  OXFORD (1984)
 FY1928
 FY1928                         *CURRENT SURVEY CONTROL
 FY1928  ___________________________________________________________________
 FY1928* NAD 83(2001)-  36 15 00.89400(N)    078 36 51.46765(W)     ADJUSTED  
 FY1928* NAVD 88     -       137.943  (meters)     452.57   (feet)  ADJUSTED  
 FY1928  ___________________________________________________________________
 FY1928  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 FY1928  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FY1928  DYNAMIC HT  -         137.833 (meters)     452.21  (feet)  COMP
 FY1928  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 FY1928
 FY1928  HORZ ORDER  -  SECOND
 FY1928  VERT ORDER  -  SECOND    CLASS I
 FY1928
 FY1928.The horizontal coordinates were established by classical geodetic methods
 FY1928.and adjusted by the National Geodetic Survey in August 2005.
 FY1928
 FY1928.The orthometric height was determined by differential leveling
 FY1928.and adjusted in June 1991.
 FY1928
 FY1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1928
 FY1928.The geoid height was determined by GEOID03.
 FY1928
 FY1928.The dynamic height is computed by dividing the NAVD 88
 FY1928.geopotential number by the normal gravity value computed on the
 FY1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1928.degrees latitude (g = 980.6199 gals.).
 FY1928
 FY1928.The modeled gravity was interpolated from observed gravity values.
 FY1928
 FY1928;                    North         East     Units Scale Factor Converg.
 FY1928;SPC NC       -   277,435.655   644,268.219   MT  1.00002440   +0 13 21.4
 FY1928;SPC NC       -   910,220.14  2,113,736.65   sFT  1.00002440   +0 13 21.4
 FY1928;UTM  17      - 4,014,344.971   714,355.197   MT  1.00016617   +1 24 40.4
 FY1928
 FY1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1928!SPC NC       -   0.99998336  x   1.00002440  =   1.00000775
 FY1928!UTM  17      -   0.99998336  x   1.00016617  =   1.00014952
 FY1928
 FY1928:                Primary Azimuth Mark                     Grid Az
 FY1928:SPC NC       -  SHADY                                    003 33 16.1
 FY1928:UTM  17      -  SHADY                                    002 21 57.1
 FY1928
 FY1928|---------------------------------------------------------------------|
 FY1928| PID    Reference Object                     Distance      Geod. Az  |
 FY1928|                                                           dddmmss.s |
 FY1928| FY1927 SHADY                               APPROX. 0.6 KM 0034637.5 |
 FY1928| FY1929 BRYANT                              APPROX. 1.2 KM 1934316.6 |
 FY1928|---------------------------------------------------------------------|
 FY1928
 FY1928                          SUPERSEDED SURVEY CONTROL
 FY1928
 FY1928  NAD 83(1993)-  36 15 00.90349(N)    078 36 51.47499(W) AD(       ) 2
 FY1928  NAD 83(1986)-  36 15 00.90176(N)    078 36 51.48077(W) AD(       ) 2
 FY1928  NAD 27      -  36 15 00.37826(N)    078 36 52.47248(W) AD(       ) 2
 FY1928  NGVD 29 (03/05/92)  138.215  (m)          453.46   (f) ADJUSTED    2 1
 FY1928
 FY1928.Superseded values are not recommended for survey control.
 FY1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1928.See file dsdata.txt to determine how the superseded data were derived.
 FY1928
 FY1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1435514345(NAD 83)
 FY1928_MARKER: DE = TRAVERSE STATION DISK
 FY1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1928_SP_SET: CONCRETE POST
 FY1928_STAMPING: BLACKWELL 1971
 FY1928_MARK LOGO: NCGS  
 FY1928_PROJECTION: FLUSH
 FY1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1928+STABILITY: SURFACE MOTION
 FY1928
 FY1928  HISTORY     - Date     Condition        Report By
 FY1928  HISTORY     - 1971     MONUMENTED       NCGS
 FY1928  HISTORY     - 1977     GOOD             NCGS
 FY1928  HISTORY     - 1977     GOOD             NCGS
 FY1928  HISTORY     - 1985     GOOD             USPSQD
 FY1928  HISTORY     - 1987     GOOD             USPSQD
 FY1928
 FY1928                          STATION DESCRIPTION
 FY1928
 FY1928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1928'BLACKWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY1928'IN THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY1928'
 FY1928'BLACKWELL IS LOCATED APPROXIMATELY 4.5 MILES SSW OF OXFORD AND 9.7
 FY1928'MILES NORTHEAST OF CREEDMOOR.  TO REACH STATION PROCEED FROM THE
 FY1928'INTERSECTION OF I-85 AND US 15.  GO SOUTH ALONG US 15 FOR 1.45
 FY1928'MILES TO STATION ON LEFT (E SIDE OF US 15) IN THE SOUTHWEST CORNER
 FY1928'OF YARD OF BLACKWELL RESIDENCE.  AND 0.35 MILE SOUTH OF SHADY GROVE
 FY1928'CHURCH.
 FY1928'
 FY1928'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY1928'BLACKWELL 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY1928'WHICH IS FLUSH WITH THE GROUND.
 FY1928'
 FY1928'MARK IS
 FY1928'51.7 FEET ESE OF C/L OF US 15.
 FY1928'75.0 FEET SSW OF C/L OF DRIVEWAY TO BRICK RESIDENCE.
 FY1928'6.3 FEET NW OF ALUMINUM REF. TAG ON PASTURE CORNER FENCE POST.
 FY1928'17.6 FEET N OF ALUMINUM REF. TAG ON PASTURE FENCE POST.
 FY1928'3.0 FEET NNE OF TOP OF IRON PIN PROPERTY BOUNDARY MARKER.
 FY1928'26.1 FEET WSW OF BASE OF 2 INCH WHITE PINE.
 FY1928
 FY1928                          STATION RECOVERY (1977)
 FY1928
 FY1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1928'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FY1928'
 FY1928'HORIZONTAL DISTANCES TO FENCE POST ARE 4.2 FEET (NOT 6.3) AND 17.2
 FY1928'FEET (NOT 17.6).
 FY1928
 FY1928                          STATION RECOVERY (1977)
 FY1928
 FY1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1928'4.5 MI SSW FROM OXFORD.
 FY1928'TO REACH STATION FROM THE US 15 UNDERPASS OF I 85, PROCEED SOUTH ALONG
 FY1928'US 15 FOR 1.45 MILES TO STATION ON LEFT IN THE SOUTHWEST CORNER OF
 FY1928'YARD OF BLACKWELL RESIDENCE, AND 0.35 MILE SOUTH OF SHADY GROVE CHURCH
 FY1928'51.7 FT. EAST SOUTHEAST OF CENTERLINE OF US 15, 75.0 FT. SOUTH
 FY1928'SOUTHWEST OF CENTERLINE OF DRIVEWAY TO BRICK RESIDENCE, 4.2 FT.
 FY1928'NORTHWEST OF PASTURE CORNER FENCE POST WITH ALUMINUM REF. TAG, 17.1
 FY1928'FT. NORTH OF PASTURE FENCE POST WITH ALUMINUM REF. TAG, 3.0 FT. NORTH
 FY1928'NORTHEAST OF IRON PIN PROPERTY BOUNDARY MARKER AND 25.9 FT. WEST
 FY1928'SOUTHWEST OF 4 INCH WHITE PINE.
 FY1928
 FY1928                          STATION RECOVERY (1985)
 FY1928
 FY1928'RECOVERY NOTE BY US POWER SQUADRON 1985 (TC)
 FY1928'RECOVERED IN GOOD CONDITION.
 FY1928
 FY1928                          STATION RECOVERY (1987)
 FY1928
 FY1928'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5060 ***********************************************************************
 AH5060  DESIGNATION -  BLACKWELL
 AH5060  PID         -  AH5060
 AH5060  STATE/COUNTY-  NC/SAMPSON
 AH5060  USGS QUAD   -  CLINTON NORTH (1986)
 AH5060
 AH5060                         *CURRENT SURVEY CONTROL
 AH5060  ___________________________________________________________________
 AH5060* NAD 83(2001)-  35 00 50.74050(N)    078 20 38.87533(W)     ADJUSTED  
 AH5060* NAVD 88     -        45.38   (meters)     148.9    (feet)  LEVELING  
 AH5060  ___________________________________________________________________
 AH5060  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AH5060  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AH5060  HORZ ORDER  -  SECOND
 AH5060  VERT ORDER  -  THIRD
 AH5060
 AH5060.The horizontal coordinates were established by classical geodetic methods
 AH5060.and adjusted by the National Geodetic Survey in August 2005.
 AH5060
 AH5060.The orthometric height was determined by differential leveling.
 AH5060.The vertical network tie was performed by a horz. field party for horz.
 AH5060.obs reductions. Reset procedures were used to establish the elevation.
 AH5060
 AH5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5060
 AH5060.The geoid height was determined by GEOID03.
 AH5060
 AH5060;                    North         East     Units Scale Factor Converg.
 AH5060;SPC NC       -   140,423.844   669,456.387   MT  0.99988115   +0 22 42.8
 AH5060;SPC NC       -   460,707.23  2,196,374.83   sFT  0.99988115   +0 22 42.8
 AH5060;UTM  17      - 3,877,830.197   742,340.667   MT  1.00032387   +1 31 28.6
 AH5060
 AH5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5060!SPC NC       -   0.99999830  x   0.99988115  =   0.99987945
 AH5060!UTM  17      -   0.99999830  x   1.00032387  =   1.00032217
 AH5060
 AH5060                          SUPERSEDED SURVEY CONTROL
 AH5060
 AH5060  NAD 83(1986)-  35 00 50.74705(N)    078 20 38.88405(W) AD(       ) 2
 AH5060
 AH5060.Superseded values are not recommended for survey control.
 AH5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5060.See file dsdata.txt to determine how the superseded data were derived.
 AH5060
 AH5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4234177830(NAD 83)
 AH5060_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5060_STAMPING: BLACKWELL 1986
 AH5060_MARK LOGO: NCGS  
 AH5060_PROJECTION: FLUSH
 AH5060_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5060+STABILITY: SURFACE MOTION
 AH5060
 AH5060  HISTORY     - Date     Condition        Report By
 AH5060  HISTORY     - 1986     MONUMENTED       NCGS
 AH5060
 AH5060                          STATION DESCRIPTION
 AH5060
 AH5060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5060'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTHWEST OF CLINTON. ALONG
 AH5060'US 421 FOR 0.8 KM (0.50 MI) NORTH FROM FAIRCLOTH FREEWAY OVERPASS, OR
 AH5060'0.2 KM (0.10 MI) SOUTH OF THE SR 1311 CROSSROADS, NEAR THE WEST CURB.
 AH5060'MARK IS RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH HIGHWAY.
 AH5060'LOCATED 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 AH5060'LANES, 4.0 M (13.1 FT) SOUTH-SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 AH5060'25.1 M (82.3 FT) SOUTH-SOUTHEAST OF A MANHOLE COVER, 26.8 M (87.9 FT)
 AH5060'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, AND 0.4 M
 AH5060'(1.3 FT) WEST OF A SIGN POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3063 ***********************************************************************
 FB3063  DESIGNATION -  BLACKWOOD
 FB3063  PID         -  FB3063
 FB3063  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3063  USGS QUAD   -  PISGAH FOREST (1978)
 FB3063
 FB3063                         *CURRENT SURVEY CONTROL
 FB3063  ___________________________________________________________________
 FB3063* NAD 83(2007)-  35 16 16.06993(N)    082 41 44.83903(W)     ADJUSTED  
 FB3063* NAVD 88     -       651.3    (meters)    2137.     (feet)  GPS OBS   
 FB3063  ___________________________________________________________________
 FB3063  EPOCH DATE  -        2002.00
 FB3063  X           -     662,847.030 (meters)                     COMP
 FB3063  Y           -  -5,171,314.641 (meters)                     COMP
 FB3063  Z           -   3,662,824.914 (meters)                     COMP
 FB3063  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 FB3063  ELLIP HEIGHT-         621.328 (meters)          (02/10/07) ADJUSTED
 FB3063  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB3063
 FB3063  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3063  Type    PID    Designation                      North   East  Ellip
 FB3063  -------------------------------------------------------------------
 FB3063  NETWORK FB3063 BLACKWOOD                         1.23   0.98   2.53
 FB3063  -------------------------------------------------------------------
 FB3063
 FB3063.The horizontal coordinates were established by GPS observations
 FB3063.and adjusted by the National Geodetic Survey in February 2007.
 FB3063
 FB3063.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3063.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3063.The horizontal coordinates are valid at the epoch date displayed above.
 FB3063.The epoch date for horizontal control is a decimal equivalence
 FB3063.of Year/Month/Day.
 FB3063
 FB3063.The orthometric height was determined by GPS observations and a
 FB3063.high-resolution geoid model.
 FB3063
 FB3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3063
 FB3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3063
 FB3063.The ellipsoidal height was determined by GPS observations
 FB3063.and is referenced to NAD 83.
 FB3063
 FB3063.The geoid height was determined by GEOID03.
 FB3063
 FB3063;                    North         East     Units Scale Factor Converg.
 FB3063;SPC NC       -   174,996.934   273,456.582   MT  0.99987265   -2 07 59.2
 FB3063;SPC NC       -   574,135.77    897,165.47   sFT  0.99987265   -2 07 59.2
 FB3063;UTM  17      - 3,904,429.338   345,761.080   MT  0.99989318   -0 58 45.9
 FB3063
 FB3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3063!SPC NC       -   0.99990248  x   0.99987265  =   0.99977515
 FB3063!UTM  17      -   0.99990248  x   0.99989318  =   0.99979567
 FB3063
 FB3063                          SUPERSEDED SURVEY CONTROL
 FB3063
 FB3063  NAD 83(1986)-  35 16 16.07503(N)    082 41 44.83791(W) AD(       ) 1
 FB3063  NAD 83(2001)-  35 16 16.06980(N)    082 41 44.83931(W) AD(       ) 1
 FB3063  ELLIP H (05/19/04)  621.359  (m)                       GP(       ) 5 1
 FB3063  NAD 83(1995)-  35 16 16.07012(N)    082 41 44.83964(W) AD(       ) 2
 FB3063  NAD 83(1986)-  35 16 16.07296(N)    082 41 44.83443(W) AD(       ) 2
 FB3063  NAD 27      -  35 16 15.66164(N)    082 41 45.38273(W) AD(       ) 2
 FB3063  NGVD 29 (07/19/86)  651.4    (m)         2137.     (f) VERT ANG    3  
 FB3063
 FB3063.Superseded values are not recommended for survey control.
 FB3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3063.See file dsdata.txt to determine how the superseded data were derived.
 FB3063
 FB3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4576104429(NAD 83)
 FB3063_MARKER: DE = TRAVERSE STATION DISK
 FB3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3063_STAMPING: BLACKWOOD 1975
 FB3063_MARK LOGO: NCGS  
 FB3063_PROJECTION: FLUSH
 FB3063_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3063+STABILITY: SURFACE MOTION
 FB3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3063+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 FB3063
 FB3063  HISTORY     - Date     Condition        Report By
 FB3063  HISTORY     - 1975     MONUMENTED       NCGS
 FB3063  HISTORY     - 19840101 GOOD             NCGS
 FB3063  HISTORY     - 1986     GOOD             USPSQD
 FB3063  HISTORY     - 20010502 GOOD             NCGS
 FB3063
 FB3063                          STATION DESCRIPTION
 FB3063
 FB3063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3063'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF PISGAH FOREST
 FB3063'AND 3.3 MILES NORTHEAST OF BREVARD.
 FB3063'
 FB3063'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 276 AND NC 280
 FB3063'NORTHEAST OF BREVARD, PROCEED EASTERLY ALONG US 64 FOR 0.5 MILE TO
 FB3063'STATION ON THE RIGHT IN FRONT OF PISGAH FOREST BAPTIST CHURCH.
 FB3063'
 FB3063'STATION MARK IS A STANDARD DISK, STAMPED---BLACKWOOD 1975---, SET IN
 FB3063'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FB3063'GROUND SURFACE.  MARK IS 39.5 FEET SOUTH OF THE CENTERLINE OF US 64,
 FB3063'19.0 FEET EAST OF CENTERLINE OF CHURCH DRIVEWAY, 95.1 FEET EAST OF
 FB3063'PISGAH FOREST BAPTIST CHURCH SIGN IN CHURCH YARD AND 89.5 FEET
 FB3063'NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 FB3063
 FB3063                          STATION RECOVERY (1984)
 FB3063
 FB3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB3063'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3063
 FB3063                          STATION RECOVERY (1986)
 FB3063
 FB3063'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FB3063'RECOVERED IN GOOD CONDITION.
 FB3063
 FB3063                          STATION RECOVERY (2001)
 FB3063
 FB3063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB3063'RECOVERED AS DESCRIBED, WITH THE FOLLOWING NOTE--STATION IS
 FB3063'STAMPED--BLACKWOOD 1975--, NOT -- BLACKWOOD 1984--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2851 ***********************************************************************
 EZ2851  DESIGNATION -  BLACKWOOD RESET
 EZ2851  PID         -  EZ2851
 EZ2851  STATE/COUNTY-  NC/ORANGE
 EZ2851  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2851
 EZ2851                         *CURRENT SURVEY CONTROL
 EZ2851  ___________________________________________________________________
 EZ2851* NAD 83(2001)-  35 59 44.46155(N)    079 06 23.49126(W)     ADJUSTED  
 EZ2851* NAVD 88     -       182.24   (+/-2cm)     597.9    (feet)  VERTCON   
 EZ2851  ___________________________________________________________________
 EZ2851  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 EZ2851  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 EZ2851  HORZ ORDER  -  SECOND
 EZ2851  VERT ORDER  -  THIRD ? (See Below)
 EZ2851
 EZ2851.The horizontal coordinates were established by classical geodetic methods
 EZ2851.and adjusted by the National Geodetic Survey in August 2005.
 EZ2851
 EZ2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2851.The vertical order pertains to the NGVD 29 superseded value.
 EZ2851
 EZ2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2851
 EZ2851.The geoid height was determined by GEOID03.
 EZ2851
 EZ2851;                    North         East     Units Scale Factor Converg.
 EZ2851;SPC NC       -   249,126.962   599,996.395   MT  0.99995676   -0 03 41.3
 EZ2851;SPC NC       -   817,344.04  1,968,488.17   sFT  0.99995676   -0 03 41.3
 EZ2851;UTM  17      - 3,985,127.543   670,673.357   MT  0.99995894   +1 06 47.2
 EZ2851
 EZ2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2851!SPC NC       -   0.99997620  x   0.99995676  =   0.99993296
 EZ2851!UTM  17      -   0.99997620  x   0.99995894  =   0.99993514
 EZ2851
 EZ2851|---------------------------------------------------------------------|
 EZ2851| PID    Reference Object                     Distance      Geod. Az  |
 EZ2851|                                                           dddmmss.s |
 EZ2851| EZ5864 BLACKWOOD RM 1                       13.187 METERS 05629     |
 EZ2851| EZ5865 BLACKWOOD RM 2                       21.317 METERS 14859     |
 EZ2851| EZ1203 CHAPEL HILL                         APPROX.13.6 KM 1573737.3 |
 EZ2851| EZ5863 BLACKWOOD AZ MK                                    1770051.6 |
 EZ2851| FY3192 HILLSBORO ATT MICROWAVE MAST        APPROX. 3.5 KM 3390752.1 |
 EZ2851|---------------------------------------------------------------------|
 EZ2851
 EZ2851                          SUPERSEDED SURVEY CONTROL
 EZ2851
 EZ2851  NAD 83(1986)-  35 59 44.46499(N)    079 06 23.50031(W) AD(       ) 2
 EZ2851  NAD 27      -  35 59 43.95700(N)    079 06 24.45700(W) AD(       ) 2
 EZ2851  NGVD 29 (07/19/86)  182.48   (m)          598.7    (f) LEVELING    3  
 EZ2851
 EZ2851.Superseded values are not recommended for survey control.
 EZ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2851.See file dsdata.txt to determine how the superseded data were derived.
 EZ2851
 EZ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7067385128(NAD 83)
 EZ2851_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2851_STAMPING: BLACKWOOD 1954 1986
 EZ2851_MARK LOGO: NGS   
 EZ2851_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2851+STABILITY: SURFACE MOTION
 EZ2851
 EZ2851  HISTORY     - Date     Condition        Report By
 EZ2851  HISTORY     - 1986     MONUMENTED       NGS
 EZ2851  HISTORY     - 19860615 GOOD             NGS
 EZ2851  HISTORY     - 20051029 GOOD             GEOCAC
 EZ2851
 EZ2851                          STATION DESCRIPTION
 EZ2851
 EZ2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 EZ2851'THE STATION MARK WAS RECOVERED DISTURBED.  THE MARK WAS DUG OUT AND A
 EZ2851'NEW SURFACE MARK SET DIRECTLY OVER THE UNDER GROUND STATION MARK. THE
 EZ2851'AZIMUTH MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD CONDITION.
 EZ2851'THE DISTANCE TO REFERENCE MARK ONE CHECKED WITH THE 1954 DESCRIPTION.
 EZ2851'THE AZIMUTH MARK IS OBSTRUCTED BY MANY TREES. REFERENCE MARK TWO
 EZ2851'MONUMENT WAS RECOVERED WITH ABOUT 1-FOOT OF THE TOP OF THE MONUMENT
 EZ2851'MISSING.  A REFERENCE MARK THREE WAS ESTABLISHED.  NO SUITABLE
 EZ2851'LOCATION FOR A NEW AZIMUTH MARK COULD BE FOUND.  A COMPLETE NEW
 EZ2851'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED 16 KM (9.95 MI) WEST OF
 EZ2851'DURHAM, 8.0 KM (4.95 MI) SOUTH OF HILLSBORO, 7.2 KM (4.45 MI) SOUTH OF
 EZ2851'U.S INTERSTATE HIGHWAY 85, 0.48 KM (0.30 MI) SOUTH OF THE INTERSECTION
 EZ2851'OF SR 1009, SR 1113 AND SR 1723 AND ATOP A HIGH CUT-BANK IN THE EDGE
 EZ2851'OF HEVELY WOODED AREA.  MR V.T DODSON, RT 2 BOX 734 CHAPELL HILL, NC
 EZ2851'2754.  TO REACH THE STATION FROM THE U.S I 85 OVER PASS WHICH IS ABOUT
 EZ2851'2.0 KM (1.25 MI) SOUTH OF THE HILLSBORO COURT HOUSE IN HILLSBORO, GO
 EZ2851'SOUTH ON SR 1009, OLD 86 HIGHWAY, FOR 7.04 KM (4.35 MI) TO THE
 EZ2851'INTERSECTION WITH SR 1113, AUTHUR MINNIS RD, AND SR 1723, NEW HOPE CH
 EZ2851'RD, CONTINUE SOUTH ON SR 1009 FOR 0.48 KM (0.30 MI) TO THE MARK ON THE
 EZ2851'RIGHT.
 EZ2851' 
 EZ2851'THE STATION IS A STANDARD NGS DISK STAMPED---BLACKWOOD 1954 1986---,
 EZ2851'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 34 CM IN DIAMETER,
 EZ2851'RECESSED 2 CM BELOW THE GROUND.  THE STATION IS LOCATED 15.82 METERS
 EZ2851'(51.90 FT) SOUTHWEST FROM A POWERLINE POLE E 831/F 751, THE
 EZ2851'INTERSECTION POLE OF POWERLINE CROSSING, 25.1 METERS (82.3 FT) WEST
 EZ2851'FROM THE C/L OF SR 1009, 0.45 METERS (1.48 FT) EAST FROM A FIBERGLASS
 EZ2851'WITNESS POST, 58.0 METERS (190.3 FT) NORTH FROM THE CENTER OF A
 EZ2851'DRIVEWAY TO HOUSE. REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 EZ2851'STAMPED--BLACKWOOD NO 1 1954--, PROJECTING 3 CM ABOVE THE GROUND, SET
 EZ2851'INTO THE TOP OF A BOULDER, 0.5 METERS (1.6 FT) LARGEST DIMENSION.  THE
 EZ2851'STATION IS LOCATED 16.7 METERS (54.8 FT) WEST FROM THE C/L OF SR 1009,
 EZ2851'4.570 METERS (14.993 FT) SOUTH FROM POWERLINE POLE NO E 831 /F 751.
 EZ2851'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED--BLACKWOOD 1954 NO
 EZ2851'3 1986--, PROJECTING 100 CM ABOVE THE GROUND, SET INTO THE TOP OF A
 EZ2851'BOULDER, 4 METERS, (13.1 FT) LARGEST DIMENSION.  THE STATION IS
 EZ2851'LOCATED 29.3 METERS (96.1 FT) WEST FROM THE C/L OF SR 1009, 11.9
 EZ2851'METERS (39.0 FT) EAST SOUTHEAST FROM POWERLINE POLE NO E 831/F 751.
 EZ2851'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK STAMPED--BLACKWOOD 1954--,
 EZ2851'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER,
 EZ2851'FLUSH WITH GROUND.  THE STATION IS LOCATED 10.8 METERS (35.4 FT)
 EZ2851'SOUTHWEST FROM THE C/L OF SR 1009, 0.55 METERS (1.80 FT) NORTHEAST
 EZ2851'FROM A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 EZ2851'STATION, GO SOUTHERLY ON SR 1009 FOR 0.24 KM (0.15 MI) TO THE MARK ON
 EZ2851'THE LEFT.
 EZ2851
 EZ2851                          STATION RECOVERY (1986)
 EZ2851
 EZ2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 EZ2851'THE STATION IS LOCATED 7.04 KM (4.35 MI) SOUTH ALONG SR 1009 FROM THE
 EZ2851'U.S INTERSTATE 85 OVERPASS, WHICH IS ABOUT 2 KM (1.25 MI) SOUTH OF THE
 EZ2851'HILLSBORO COURT HOUSE, TO THE INTERSECTION WITH SR 1113, AUTHOR MINNIM
 EZ2851'RD, THENCE SOUTH ON SR 1009 FOR 0.4 KM (0.25 MI) TO THE MARK ON THE
 EZ2851'RIGHT ON TOP OF A HIGH CUT-BANK, 25.1 METERS (82.3 FT) WEST OF THE
 EZ2851'CENTRELINE OF SR 1009, 15.85 METERS (52.00 FT) SOUTHWEST OF POWERLINE
 EZ2851'POLE E 831/F 751, 58.0 METERS (190.3 FT) NORTH OF THE CENTER OF A DIRT
 EZ2851'DRIVEWAY TO A HOUSE.
 EZ2851
 EZ2851                          STATION RECOVERY (2005)
 EZ2851
 EZ2851'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2851'RECOVERED ON PROPERTY JOINTLY OWNED BY DODSON HEIRS AND CESIL HEIRS
 EZ2851'(ORANGE COUNTY PIN 9861870983). THE STATION IS LOCATED 1.5 FEET EAST
 EZ2851'OF A FIBERGLASS WITNESS POST AND IS RECESSED 2 INCHES. (THE MARK WAS
 EZ2851'DUG OUT IN 1986 AND A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 EZ2851'UNDERGROUND MARK.)
 EZ2851' 
 EZ2851'REFERENCE MARK 1 WAS FOUND WITH THE DISK MISSING. THE STEM IS TWO FEET
 EZ2851'WEST OF THE EASTERN END OF A ROCK OUTCROP, SEVEN INCHES ABOVE GROUND.
 EZ2851'REFERENCE MARK 2 WAS NOT SEARCHED FOR, HAVING BEEN FOUND IN 1986 WITH
 EZ2851'THE TOP OF THE MONUMENT MISSING.
 EZ2851' 
 EZ2851'REFERENCE MARK 3 IS LOCATED 29.3 M (96.1 FT) WEST OF THE CENTERLINE OF
 EZ2851'SR1009, 11.9 M (39 FEET) WEST OF A POWER POLE WITH REFERENCE TAG, AND
 EZ2851'10.5 M (34.5 FEET) NORTH OF THE STATION. IT IS A STANDARD DISK STAMPED
 EZ2851'BLACKWOOD NO3 1954 1986 MOUNTED HORIZONTALLY IN THE EASTERN END OF A
 EZ2851'LARGE ROCK, ABOUT 2.5 FEET ABOVE GROUND.
 EZ2851' 
 EZ2851'THE AZ MARK WAS RECOVERED ON ORANGE COUNTY PARCEL 9861863450. MARK IS
 EZ2851'60 FEET WEST OF AND ACROSS THE ROAD FROM A PP WITH TRANSFORMER, AND
 EZ2851'1.8 FEET NORTHEAST OF A METAL WITNESS POST. LINE OF SIGHT IS BLOCKED
 EZ2851'FROM STATION AT GROUND LEVEL. HH GPS FOR AZ MK WAS N35 59 36.9, W79 06
 EZ2851'22.7.
 EZ2851' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4728 ***********************************************************************
 DH4728  DESIGNATION -  BLACOL
 DH4728  PID         -  DH4728
 DH4728  STATE/COUNTY-  NC/BLADEN
 DH4728  USGS QUAD   -  CHADBOURN NE (1986)
 DH4728
 DH4728                         *CURRENT SURVEY CONTROL
 DH4728  ___________________________________________________________________
 DH4728* NAD 83(2007)-  34 29 08.42588(N)    078 47 08.78387(W)     ADJUSTED  
 DH4728* NAVD 88     -        34.2    (meters)     112.     (feet)  GPS OBS   
 DH4728  ___________________________________________________________________
 DH4728  EPOCH DATE  -        2002.00
 DH4728  X           -   1,023,526.242 (meters)                     COMP
 DH4728  Y           -  -5,162,457.279 (meters)                     COMP
 DH4728  Z           -   3,590,982.040 (meters)                     COMP
 DH4728  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DH4728  ELLIP HEIGHT-          -0.127 (meters)          (02/10/07) ADJUSTED
 DH4728  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DH4728
 DH4728  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4728  Type    PID    Designation                      North   East  Ellip
 DH4728  -------------------------------------------------------------------
 DH4728  NETWORK DH4728 BLACOL                            0.53   0.55   1.63
 DH4728  -------------------------------------------------------------------
 DH4728
 DH4728.The horizontal coordinates were established by GPS observations
 DH4728.and adjusted by the National Geodetic Survey in February 2007.
 DH4728
 DH4728.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4728.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4728.The horizontal coordinates are valid at the epoch date displayed above.
 DH4728.The epoch date for horizontal control is a decimal equivalence
 DH4728.of Year/Month/Day.
 DH4728
 DH4728.The orthometric height was determined by GPS observations and a
 DH4728.high-resolution geoid model.
 DH4728
 DH4728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4728
 DH4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4728
 DH4728.The ellipsoidal height was determined by GPS observations
 DH4728.and is referenced to NAD 83.
 DH4728
 DH4728.The geoid height was determined by GEOID03.
 DH4728
 DH4728;                    North         East     Units Scale Factor Converg.
 DH4728;SPC NC       -    81,631.491   629,278.384   MT  0.99996129   +0 07 25.1
 DH4728;SPC NC       -   267,819.32  2,064,557.50   sFT  0.99996129   +0 07 25.1
 DH4728;UTM  17      - 3,818,233.828   703,326.274   MT  1.00010960   +1 15 14.9
 DH4728
 DH4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4728!SPC NC       -   1.00000002  x   0.99996129  =   0.99996131
 DH4728!UTM  17      -   1.00000002  x   1.00010960  =   1.00010962
 DH4728
 DH4728                          SUPERSEDED SURVEY CONTROL
 DH4728
 DH4728  NAD 83(1986)-  34 29 08.43321(N)    078 47 08.79018(W) AD(       ) 1
 DH4728  NAD 83(2001)-  34 29 08.42612(N)    078 47 08.78368(W) AD(       ) 1
 DH4728  ELLIP H (05/12/05)   -0.131  (m)                       GP(       ) 4 1
 DH4728
 DH4728.Superseded values are not recommended for survey control.
 DH4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4728.See file dsdata.txt to determine how the superseded data were derived.
 DH4728
 DH4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0332618234(NAD 83)
 DH4728_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4728_STAMPING: BLACOL 1989
 DH4728_MARK LOGO: NCGS  
 DH4728_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4728+STABILITY: SURFACE MOTION
 DH4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4728+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4728
 DH4728  HISTORY     - Date     Condition        Report By
 DH4728  HISTORY     - 1989     MONUMENTED       NCGS
 DH4728
 DH4728                          STATION DESCRIPTION
 DH4728
 DH4728'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4728'STATION IS LOCATED APPROXIMATELY 4.0 MI (6.4 KM) SOUTH OF BLADENBORO
 DH4728'AND 11.1 MI (17.9 KM) NORTH-NORTHWEST OF WHITEVILLE. ALONG NC 131 FOR
 DH4728'3.45 MI (5.55 KM) SOUTH FROM NC 242, OR 1.8 MI (2.9 KM) NORTH FROM THE
 DH4728'BLADEN-COLUMBUS COUNTY LINE, IN SHOULDER. MARK IS ABOUT LEVEL WITH
 DH4728'HIGHWAY AND IS RECESSED 3-INCHES BELOW GROUND. LOCATED 17.2 FT (5.2 M)
 DH4728'EAST-SOUTHEAST OF THE CENTERLINE OF NC 131, 25.4 FT (7.7 M) NORTH OF
 DH4728'THE EAST END OF A CONCRETE CULVERT, 47.4 FT (14.4 M) EAST-NORTHEAST OF
 DH4728'THE WEST END OF A CONCRETE CULVERT AND 139.8 FT (42.6 M)
 DH4728'SOUTH-SOUTHWEST OF A POWERPOLE (NO. DV 74) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4772 ***********************************************************************
 DH4772  DESIGNATION -  BLACOL AZ MK
 DH4772  PID         -  DH4772
 DH4772  STATE/COUNTY-  NC/COLUMBUS
 DH4772  USGS QUAD   -  CHADBOURN NE (1986)
 DH4772
 DH4772                         *CURRENT SURVEY CONTROL
 DH4772  ___________________________________________________________________
 DH4772* NAD 83(1986)-  34 28 42.38931(N)    078 47 14.57481(W)     ADJUSTED  
 DH4772* NAVD 88     -        34.5    (meters)     113.     (feet)  VERT ANG  
 DH4772  ___________________________________________________________________
 DH4772  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DH4772  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 DH4772  HORZ ORDER  -  SECOND
 DH4772
 DH4772.The horizontal coordinates were established by classical geodetic methods
 DH4772.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2005.
 DH4772
 DH4772.The orthometric height was determined by vertical angle observations.
 DH4772
 DH4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4772
 DH4772.The geoid height was determined by GEOID03.
 DH4772
 DH4772;                    North         East     Units Scale Factor Converg.
 DH4772;SPC NC       -    80,828.910   629,132.350   MT  0.99996297   +0 07 21.8
 DH4772;SPC NC       -   265,186.18  2,064,078.38   sFT  0.99996297   +0 07 21.8
 DH4772;UTM  17      - 3,817,428.403   703,196.082   MT  1.00010895   +1 15 10.7
 DH4772
 DH4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4772!SPC NC       -   0.99999998  x   0.99996297  =   0.99996295
 DH4772!UTM  17      -   0.99999998  x   1.00010895  =   1.00010893
 DH4772
 DH4772                          SUPERSEDED SURVEY CONTROL
 DH4772
 DH4772.No superseded survey control is available for this station.
 DH4772
 DH4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0319617428(NAD 83)
 DH4772_MARKER: DZ = AZIMUTH MARK DISK
 DH4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4772_STAMPING: BLACOL 1989
 DH4772_MARK LOGO: NCGS  
 DH4772_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4772+STABILITY: SURFACE MOTION
 DH4772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4772+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4772
 DH4772  HISTORY     - Date     Condition        Report By
 DH4772  HISTORY     - 1989     MONUMENTED       NCGS
 DH4772
 DH4772                          STATION DESCRIPTION
 DH4772
 DH4772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4772'STATION IS LOCATED APPROXIMATELY 6.45 MI (10.38 KM) SOUTH OF
 DH4772'BLADENBORO AND 11.15 MI (17.94 KM) WEST-NORTHWEST OF WHITEVILLE. ALONG
 DH4772'NC 131 FOR 3.95 MI (6.36 KM) SOUTH FROM NC 242, OR 0.7 MI (1.1 KM)
 DH4772'NORTH FROM THE COLUMBUS-BLADEN CO LINE, IN SHOULDER. MARK IS ABOUT
 DH4772'1-FOOT LOWER THAN THE HIGHWAY AND IS RECESSED 5 INCHES BELOW GROUND.
 DH4772'LOCATED 16.7 FT (5.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 131,
 DH4772'108.6 FT (33.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF A FARM PATH,
 DH4772'91.9 FT (28.0 M) NORTH OF THE NORTH END OF A METAL CULVERT AND 69.0 FT
 DH4772'(21.0 M) WEST-SOUTHWEST OF A POWERPOLE (NO. 1113-DV81) WITH A
 DH4772'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0825 ***********************************************************************
 EB0825  DESIGNATION -  BLADEN TECH
 EB0825  PID         -  EB0825
 EB0825  STATE/COUNTY-  NC/BLADEN
 EB0825  USGS QUAD   -  DUBLIN (1987)
 EB0825
 EB0825                         *CURRENT SURVEY CONTROL
 EB0825  ___________________________________________________________________
 EB0825* NAD 83(2001)-  34 38 38.44999(N)    078 43 56.02883(W)     ADJUSTED  
 EB0825* NAVD 88     -        44.156  (meters)     144.87   (feet)  ADJUSTED  
 EB0825  ___________________________________________________________________
 EB0825  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 EB0825  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EB0825  DYNAMIC HT  -          44.113 (meters)     144.73  (feet)  COMP
 EB0825  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EB0825
 EB0825  HORZ ORDER  -  SECOND
 EB0825  VERT ORDER  -  SECOND    CLASS II
 EB0825
 EB0825.The horizontal coordinates were established by classical geodetic methods
 EB0825.and adjusted by the National Geodetic Survey in August 2005.
 EB0825
 EB0825.The orthometric height was determined by differential leveling
 EB0825.and adjusted in March 2001.
 EB0825.No vertical observational check was made to the station.
 EB0825
 EB0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0825
 EB0825.The geoid height was determined by GEOID03.
 EB0825
 EB0825.The dynamic height is computed by dividing the NAVD 88
 EB0825.geopotential number by the normal gravity value computed on the
 EB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0825.degrees latitude (g = 980.6199 gals.).
 EB0825
 EB0825.The modeled gravity was interpolated from observed gravity values.
 EB0825
 EB0825;                    North         East     Units Scale Factor Converg.
 EB0825;SPC NC       -    99,207.464   634,149.038   MT  0.99992845   +0 09 16.4
 EB0825;SPC NC       -   325,483.15  2,080,537.30   sFT  0.99992845   +0 09 16.4
 EB0825;UTM  17      - 3,835,905.778   707,849.313   MT  1.00013251   +1 17 22.7
 EB0825
 EB0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0825!SPC NC       -   0.99999849  x   0.99992845  =   0.99992694
 EB0825!UTM  17      -   0.99999849  x   1.00013251  =   1.00013100
 EB0825
 EB0825|---------------------------------------------------------------------|
 EB0825| PID    Reference Object                     Distance      Geod. Az  |
 EB0825|                                                           dddmmss.s |
 EB0825| EB0826 INSTITUTE                           348.440 METERS 25601     |
 EB0825|---------------------------------------------------------------------|
 EB0825
 EB0825                          SUPERSEDED SURVEY CONTROL
 EB0825
 EB0825  NAD 83(1986)-  34 38 38.45941(N)    078 43 56.03916(W) AD(       ) 2
 EB0825  NAD 27      -  34 38 37.84617(N)    078 43 56.96974(W) AD(       ) 2
 EB0825  NAVD 88 (06/15/91)   44.167  (m)          144.90   (f) UNKNOWN     2 2
 EB0825  NGVD 29 (??/??/92)   44.464  (m)          145.88   (f) ADJ UNCH    2 2
 EB0825
 EB0825.Superseded values are not recommended for survey control.
 EB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0825.See file dsdata.txt to determine how the superseded data were derived.
 EB0825
 EB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0784935906(NAD 83)
 EB0825_MARKER: DH = HORIZONTAL CONTROL DISK
 EB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0825_STAMPING: BLADEN TECH 1973
 EB0825_MARK LOGO: NCGS  
 EB0825_PROJECTION: FLUSH
 EB0825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0825+STABILITY: SURFACE MOTION
 EB0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0825+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1995
 EB0825
 EB0825  HISTORY     - Date     Condition        Report By
 EB0825  HISTORY     - 1973     MONUMENTED       NCGS
 EB0825  HISTORY     - 1974     GOOD             NCGS
 EB0825  HISTORY     - 19820501 POOR             USGS
 EB0825  HISTORY     - 19951205 POOR             NCGS
 EB0825  HISTORY     - 19951205 POOR             NCGS
 EB0825
 EB0825                          STATION DESCRIPTION
 EB0825
 EB0825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0825'BLADEN TECH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB0825'IN THE VICINTY OF DUBLIN, NORTH CAROLINA.
 EB0825'
 EB0825'BLADEN TECH IS LOCATED APPROXIMATELY 1.1 MILE SSW OF DUBLIN, AND
 EB0825'7.1 MILES WNW OF ELIZABETHTOWN.  STATION IS LOCATED 0.25 MILE EAST
 EB0825'ALONG NC 41 FROM INTERSECTION WITH NC 410 SSW OF DUBLIN.  IN FRONT
 EB0825'OF BLADEN TECHNICAL INSTITUTE, AND APPROXIMATELY 80 FEET SOUTH OF
 EB0825'A FLAG POLE.
 EB0825'
 EB0825'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLADEN
 EB0825'TECH 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB0825'IS PROJECTING 8 INCHES ABOVE THE GROUND.
 EB0825'
 EB0825'MARK IS
 EB0825'
 EB0825'47.1 FEET N OF A C/L OF NC 41.
 EB0825'127.1 FEET W OF A NORTH END OF CULVERT (UNDER NC 41).
 EB0825'135.2 FEET W OF PP NO. 10970 W/ALUMINUM REF. TAG.
 EB0825'143.2 FEET WSW OF 6 INCH OAK W/ALUMINUM REF. TAG.
 EB0825'53.0 FEET E OF THE SOUTH PROJECTION OF THE WEST EDGE OF ROOF
 EB0825'BUILDING.
 EB0825
 EB0825                          STATION RECOVERY (1974)
 EB0825
 EB0825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0825'1.1 MI SSW FROM DUBLIN.
 EB0825'BLADEN TECH IS LOCATED APPROXIMATELY 7.1 MILES WEST OF ELIZABETHTOWN.
 EB0825'STATION IS 0.25 MILE EAST ALONG NC 41 FROM INTERSECTION WITH
 EB0825'NC 410 SSW OF DUBLIN, IN FRONT OF BLADEN TECHNICAL INSTITUTE, AND
 EB0825'APPROXIMATELY 80 FEET SOUTH OF A FLAG POLE, 47.1 FT NORTH OF C/L
 EB0825'OF NC 41, 127.1 FT WEST OF NORTH END OF CULVERT (UNDER NC 41),
 EB0825'135.2 FT WEST OF PP 10970, 143.2 FT WSW OF 6 INCH OAK WITH ALUMINUM
 EB0825'REF. TAG, AND 53.0 FT EAST OF THE SOUTH PROJECTION OF THE WEST
 EB0825'EDGE OF ROOF OF BUILDING.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EB0825'8 INCHES ABOVE THE GROUND.
 EB0825
 EB0825                          STATION RECOVERY (1982)
 EB0825
 EB0825'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (JLH)
 EB0825'MARK RECOVERED IN POOR CONDITION.
 EB0825
 EB0825                          STATION RECOVERY (1995)
 EB0825
 EB0825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB0825'RECOVERED IN POOR CONDITION, MONUMENT IS LOOSE APPEARS TO HAVE BEEN
 EB0825'BROKEN BELOW THE GROUND.  STATION IS 106.3 FT (32.4 M) SOUTH OF A FLAG
 EB0825'POLE.
 EB0825
 EB0825                          STATION RECOVERY (1995)
 EB0825
 EB0825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB0825'RECOVERED IN POOR CONDITION, MONUMENT IS LOOSE AND APPEARS TO HAVE
 EB0825'BEEN BROKEN BELOW THE GROUND.  STATION IS 106.3 FT (32.4 M) SOUTH OF A
 EB0825'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2475 ***********************************************************************
 EB2475  DESIGNATION -  BLADENBORO ALUMINUM WATER TANK
 EB2475  PID         -  EB2475
 EB2475  STATE/COUNTY-  NC/BLADEN
 EB2475  USGS QUAD   -  BLADENBORO (1986)
 EB2475
 EB2475                         *CURRENT SURVEY CONTROL
 EB2475  ___________________________________________________________________
 EB2475* NAD 83(2001)-  34 32 12.91758(N)    078 46 59.10671(W)     ADJUSTED  
 EB2475* NAVD 88     -              **(meters)            **(feet)            
 EB2475  ___________________________________________________________________
 EB2475  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 EB2475  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EB2475  HORZ ORDER  -  THIRD
 EB2475
 EB2475.The horizontal coordinates were established by classical geodetic methods
 EB2475.and adjusted by the National Geodetic Survey in August 2005.
 EB2475
 EB2475
 EB2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2475
 EB2475.The geoid height was determined by GEOID03.
 EB2475
 EB2475;                    North         East     Units Scale Factor Converg.
 EB2475;SPC NC       -    87,316.753   629,512.870   MT  0.99994984   +0 07 30.7
 EB2475;SPC NC       -   286,471.71  2,065,326.81   sFT  0.99994984   +0 07 30.7
 EB2475;UTM  17      - 3,823,923.489   703,448.487   MT  1.00011021   +1 15 26.2
 EB2475
 EB2475                          SUPERSEDED SURVEY CONTROL
 EB2475
 EB2475  NAD 83(1986)-  34 32 12.92595(N)    078 46 59.11636(W) AD(       ) 4
 EB2475  NAD 27      -  34 32 12.31700(N)    078 47 00.04000(W) AD(       ) 3
 EB2475
 EB2475.Superseded values are not recommended for survey control.
 EB2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2475.See file dsdata.txt to determine how the superseded data were derived.
 EB2475
 EB2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0344823923(NAD 83)
 EB2475_MARKER: 51 = TANK
 EB2475
 EB2475  HISTORY     - Date     Condition        Report By
 EB2475  HISTORY     - 1933     FIRST OBSERVED   CGS
 EB2475
 EB2475                          STATION DESCRIPTION
 EB2475
 EB2475'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2476 ***********************************************************************
 EB2476  DESIGNATION -  BLADENBORO COTTON MILL STACK
 EB2476  PID         -  EB2476
 EB2476  STATE/COUNTY-  NC/BLADEN
 EB2476  USGS QUAD   -  BLADENBORO (1986)
 EB2476
 EB2476                         *CURRENT SURVEY CONTROL
 EB2476  ___________________________________________________________________
 EB2476* NAD 83(2001)-  34 32 37.96906(N)    078 48 09.14550(W)     ADJUSTED  
 EB2476* NAVD 88     -              **(meters)            **(feet)            
 EB2476  ___________________________________________________________________
 EB2476  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EB2476  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EB2476  HORZ ORDER  -  THIRD
 EB2476
 EB2476.The horizontal coordinates were established by classical geodetic methods
 EB2476.and adjusted by the National Geodetic Survey in August 2005.
 EB2476
 EB2476
 EB2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2476
 EB2476.The geoid height was determined by GEOID03.
 EB2476
 EB2476;                    North         East     Units Scale Factor Converg.
 EB2476;SPC NC       -    88,084.933   627,725.449   MT  0.99994834   +0 06 50.3
 EB2476;SPC NC       -   288,991.98  2,059,462.58   sFT  0.99994834   +0 06 50.3
 EB2476;UTM  17      - 3,824,656.313   701,645.953   MT  1.00010121   +1 14 47.3
 EB2476
 EB2476                          SUPERSEDED SURVEY CONTROL
 EB2476
 EB2476  NAD 83(1986)-  34 32 37.97726(N)    078 48 09.15503(W) AD(       ) 4
 EB2476  NAD 27      -  34 32 37.36900(N)    078 48 10.07300(W) AD(       ) 3
 EB2476
 EB2476.Superseded values are not recommended for survey control.
 EB2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2476.See file dsdata.txt to determine how the superseded data were derived.
 EB2476
 EB2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0164624656(NAD 83)
 EB2476_MARKER: 63 = STACK
 EB2476
 EB2476  HISTORY     - Date     Condition        Report By
 EB2476  HISTORY     - 1933     FIRST OBSERVED   CGS
 EB2476
 EB2476                          STATION DESCRIPTION
 EB2476
 EB2476'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2477 ***********************************************************************
 EB2477  DESIGNATION -  BLADENBORO COTTON MILL TANK
 EB2477  PID         -  EB2477
 EB2477  STATE/COUNTY-  NC/BLADEN
 EB2477  USGS QUAD   -  BLADENBORO (1986)
 EB2477
 EB2477                         *CURRENT SURVEY CONTROL
 EB2477  ___________________________________________________________________
 EB2477* NAD 83(2001)-  34 32 43.46890(N)    078 48 20.64714(W)     ADJUSTED  
 EB2477* NAVD 88     -              **(meters)            **(feet)            
 EB2477  ___________________________________________________________________
 EB2477  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EB2477  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EB2477  HORZ ORDER  -  THIRD
 EB2477
 EB2477.The horizontal coordinates were established by classical geodetic methods
 EB2477.and adjusted by the National Geodetic Survey in August 2005.
 EB2477
 EB2477
 EB2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2477
 EB2477.The geoid height was determined by GEOID03.
 EB2477
 EB2477;                    North         East     Units Scale Factor Converg.
 EB2477;SPC NC       -    88,253.820   627,431.867   MT  0.99994802   +0 06 43.6
 EB2477;SPC NC       -   289,546.07  2,058,499.38   sFT  0.99994802   +0 06 43.6
 EB2477;UTM  17      - 3,824,819.389   701,349.046   MT  1.00009973   +1 14 40.9
 EB2477
 EB2477                          SUPERSEDED SURVEY CONTROL
 EB2477
 EB2477  NAD 83(1986)-  34 32 43.47704(N)    078 48 20.65666(W) AD(       ) 4
 EB2477  NAD 27      -  34 32 42.87100(N)    078 48 21.57300(W) AD(       ) 3
 EB2477
 EB2477.Superseded values are not recommended for survey control.
 EB2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2477.See file dsdata.txt to determine how the superseded data were derived.
 EB2477
 EB2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0134924819(NAD 83)
 EB2477_MARKER: 51 = TANK
 EB2477
 EB2477  HISTORY     - Date     Condition        Report By
 EB2477  HISTORY     - 1933     FIRST OBSERVED   CGS
 EB2477
 EB2477                          STATION DESCRIPTION
 EB2477
 EB2477'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2331 ***********************************************************************
 EY2331  DESIGNATION -  BLADES
 EY2331  PID         -  EY2331
 EY2331  STATE/COUNTY-  NC/CRAVEN
 EY2331  USGS QUAD   -  NEW BERN (1994)
 EY2331
 EY2331                         *CURRENT SURVEY CONTROL
 EY2331  ___________________________________________________________________
 EY2331* NAD 83(2001)-  35 07 26.33554(N)    077 01 35.01144(W)     ADJUSTED  
 EY2331* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY2331  ___________________________________________________________________
 EY2331  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 EY2331  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EY2331  HORZ ORDER  -  SECOND
 EY2331
 EY2331.The horizontal coordinates were established by classical geodetic methods
 EY2331.and adjusted by the National Geodetic Survey in August 2005.
 EY2331
 EY2331.The orthometric height was scaled from a topographic map.
 EY2331
 EY2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2331
 EY2331.The geoid height was determined by GEOID03.
 EY2331
 EY2331;                    North         East     Units Scale Factor Converg.
 EY2331;SPC NC       -   154,203.727   789,461.773   MT  0.99987507   +1 08 20.8
 EY2331;SPC NC       -   505,916.73  2,590,092.50   sFT  0.99987507   +1 08 20.8
 EY2331;UTM  18      - 3,888,671.433   315,354.597   MT  1.00002020   -1 09 58.4
 EY2331
 EY2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2331!SPC NC       -   1.00000558  x   0.99987507  =   0.99988065
 EY2331!UTM  18      -   1.00000558  x   1.00002020  =   1.00002578
 EY2331
 EY2331|---------------------------------------------------------------------|
 EY2331| PID    Reference Object                     Distance      Geod. Az  |
 EY2331|                                                           dddmmss.s |
 EY2331| EY4397 BLADES RM 1                          20.607 METERS 04816     |
 EY2331| EY4398 BLADES RM 2                          30.772 METERS 09246     |
 EY2331| EY2336 BRIDGETON STACK                     470.561 METERS 1332129.7 |
 EY2331| EY2345 JUST                                APPROX. 1.6 KM 2061725.4 |
 EY2331| EY2354 NEW BERN US POST OFFICE DOME        APPROX. 2.2 KM 2095220.7 |
 EY2331| EY2349 NEW BERN CHRIST EPIS CH SPIRE       APPROX. 2.2 KM 2115025.9 |
 EY2331| EY2350 NEW BERN COTTON OIL CO TANK         APPROX. 1.6 KM 2455053.1 |
 EY2331| EY2351 NEW BERN MUN INCIN WEA VANE         APPROX. 1.9 KM 2635736.7 |
 EY2331| EY2330 BEACON 1                            APPROX. 1.7 KM 2731215.0 |
 EY2331| EY2291 BEACON 2                            APPROX. 2.2 KM 2973301.8 |
 EY2331|---------------------------------------------------------------------|
 EY2331
 EY2331                          SUPERSEDED SURVEY CONTROL
 EY2331
 EY2331  NAD 83(1986)-  35 07 26.34637(N)    077 01 35.02261(W) AD(       ) 2
 EY2331  NAD 27      -  35 07 25.77500(N)    077 01 36.21400(W) AD(       ) 2
 EY2331
 EY2331.Superseded values are not recommended for survey control.
 EY2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2331.See file dsdata.txt to determine how the superseded data were derived.
 EY2331
 EY2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1535588671(NAD 83)
 EY2331
 EY2331  HISTORY     - Date     Condition        Report By
 EY2331  HISTORY     - 1932     MONUMENTED       CGS
 EY2331  HISTORY     - 1935     GOOD             CGS
 EY2331  HISTORY     - 1947     POOR             CGS
 EY2331  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY2331
 EY2331                          STATION DESCRIPTION
 EY2331
 EY2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY2331'STATION IS ON THE N SHORE OF NEUSE RIVER, ABOUT 660 YARDS S
 EY2331'OF NORFOLK SOUTHERN RAILROAD BRIDGE, ON SANDY BEACH BETWEEN
 EY2331'RAILROAD BRIDGE AND HIGHWAY BRIDGE, JUST S OF PATCH OF SWAMP
 EY2331'OVERGROWN WITH GUM AND CYPRESS TREES, 65 FEET N OF E-W FENCE
 EY2331'FROM LINE OF WHICH ROW OF PILING EXTENDS INTO WATER, AND 10.5
 EY2331'METERS (34 FEET) FROM WATER LINE.  TWO LARGE CYPRESS TREES GROW
 EY2331'ABOUT 35 FEET OFFSHORE AT THIS POINT.  STATION AND REFERENCE
 EY2331'MARKS ARE STANDARD DISKS IN CONCRETE AT THE CENTER OF THE TOP
 EY2331'OF TILE.  REFERENCE MARK
 EY2331'NO.1 IS INSHORE AMONG TREES, IN RANGE WITH N SIDE OF
 EY2331'BRIDGETON SCHOOL, AND 20.607 METERS (67.61 FEET) FROM STATION
 EY2331'N 48 DEG 16 MIN E.  REFERENCE MARK NO.2 IS CLOSE TO N
 EY2331'SIDE OF E-W FENCE AND 30.772 METERS (100.96 FEET) FROM
 EY2331'STATION S 87 DEG 14 MIN E.
 EY2331
 EY2331                          STATION RECOVERY (1947)
 EY2331
 EY2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY2331'STATION WAS FOUND LYING ON ITS SIDE 8 FEET BEYOND THE
 EY2331'SHORELINE, 2 FEET UNDER WATER.  R.M.S 1 AND 2 WERE NOT RECOVERED.
 EY2331
 EY2331                          STATION RECOVERY (1996)
 EY2331
 EY2331'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3526 ***********************************************************************
 FB3526  CBN         -  This is a Cooperative Base Network Control Station.
 FB3526  DESIGNATION -  BLAIR
 FB3526  PID         -  FB3526
 FB3526  STATE/COUNTY-  NC/CLAY
 FB3526  USGS QUAD   -  HAYESVILLE (1987)
 FB3526
 FB3526                         *CURRENT SURVEY CONTROL
 FB3526  ___________________________________________________________________
 FB3526* NAD 83(2007)-  35 02 06.65048(N)    083 48 25.61879(W)     ADJUSTED  
 FB3526* NAVD 88     -       557.95   (meters)    1830.5    (feet)  LEVELING  
 FB3526  ___________________________________________________________________
 FB3526  EPOCH DATE  -        2002.00
 FB3526  X           -     564,042.053 (meters)                     COMP
 FB3526  Y           -  -5,198,108.449 (meters)                     COMP
 FB3526  Z           -   3,641,367.319 (meters)                     COMP
 FB3526  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FB3526  ELLIP HEIGHT-         529.484 (meters)          (02/10/07) ADJUSTED
 FB3526  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 FB3526
 FB3526  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3526  Type    PID    Designation                      North   East  Ellip
 FB3526  -------------------------------------------------------------------
 FB3526  NETWORK FB3526 BLAIR                             0.41   0.37   1.35
 FB3526  -------------------------------------------------------------------
 FB3526  VERT ORDER  -  THIRD ?
 FB3526
 FB3526.The horizontal coordinates were established by GPS observations
 FB3526.and adjusted by the National Geodetic Survey in February 2007.
 FB3526
 FB3526.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3526.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3526.The horizontal coordinates are valid at the epoch date displayed above.
 FB3526.The epoch date for horizontal control is a decimal equivalence
 FB3526.of Year/Month/Day.
 FB3526
 FB3526.The orthometric height was determined by differential leveling.
 FB3526.The vertical network tie was performed by a horz. field party for horz.
 FB3526.obs reductions. Reset procedures were used to establish the elevation.
 FB3526
 FB3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3526
 FB3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3526
 FB3526.The ellipsoidal height was determined by GPS observations
 FB3526.and is referenced to NAD 83.
 FB3526
 FB3526.The geoid height was determined by GEOID03.
 FB3526
 FB3526;                    North         East     Units Scale Factor Converg.
 FB3526;SPC NC       -   153,182.397   171,180.437   MT  0.99987970   -2 46 28.3
 FB3526;SPC NC       -   502,565.91    561,614.48   sFT  0.99987970   -2 46 28.3
 FB3526;SPC GA W     -   558,385.735   732,805.431   MT  0.99991326   +0 12 23.1
 FB3526;SPC GA W     - 1,831,970.53  2,404,212.48   sFT  0.99991326   +0 12 23.1
 FB3526;UTM  17      - 3,880,547.443   243,920.469   MT  1.00040828   -1 36 44.6
 FB3526
 FB3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3526!SPC NC       -   0.99991690  x   0.99987970  =   0.99979661
 FB3526!SPC GA W     -   0.99991690  x   0.99991326  =   0.99983016
 FB3526!UTM  17      -   0.99991690  x   1.00040828  =   1.00032514
 FB3526
 FB3526|---------------------------------------------------------------------|
 FB3526| PID    Reference Object                     Distance      Geod. Az  |
 FB3526|                                                           dddmmss.s |
 FB3526| FB3565 CRAWFORD                            300.655 METERS 05734     |
 FB3526|---------------------------------------------------------------------|
 FB3526
 FB3526                          SUPERSEDED SURVEY CONTROL
 FB3526
 FB3526  NAD 83(2001)-  35 02 06.65036(N)    083 48 25.61951(W) AD(       ) A
 FB3526  ELLIP H (09/24/02)  529.489  (m)                       GP(       ) 4 1
 FB3526  NAD 83(1995)-  35 02 06.65026(N)    083 48 25.61888(W) AD(       ) B
 FB3526  ELLIP H (09/11/96)  529.482  (m)                       GP(       ) 4 1
 FB3526  ELLIP H (05/28/93)  529.350  (m)                       GP(       ) 4 2
 FB3526  NAD 83(1986)-  35 02 06.65811(N)    083 48 25.62042(W) AD(       ) 1
 FB3526  NGVD 29 (05/28/93)  558.0    (m)         1831.     (f) GPS OBS     3  
 FB3526
 FB3526.Superseded values are not recommended for survey control.
 FB3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3526.See file dsdata.txt to determine how the superseded data were derived.
 FB3526
 FB3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4392080547(NAD 83)
 FB3526_MARKER: DE = TRAVERSE STATION DISK
 FB3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3526_SP_SET: CONCRETE POST
 FB3526_STAMPING: BLAIR 1978
 FB3526_MARK LOGO: NCGS  
 FB3526_PROJECTION: FLUSH
 FB3526_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3526+STABILITY: SURFACE MOTION
 FB3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3526+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 FB3526
 FB3526  HISTORY     - Date     Condition        Report By
 FB3526  HISTORY     - 1978     MONUMENTED       NCGS
 FB3526  HISTORY     - 1978     GOOD             NCGS
 FB3526  HISTORY     - 19861115 GOOD             NCGS
 FB3526  HISTORY     - 19880605 GOOD             NCGS
 FB3526  HISTORY     - 19950111 GOOD             NCGS
 FB3526  HISTORY     - 20000110 GOOD             NCGS
 FB3526  HISTORY     - 20000110 GOOD             NCGS
 FB3526  HISTORY     - 20010621 GOOD             NCGS
 FB3526  HISTORY     - 20060414 GOOD             NCGS
 FB3526  HISTORY     - 20080115 GOOD             WOOLPT
 FB3526
 FB3526                          STATION DESCRIPTION
 FB3526
 FB3526'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3526'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF HAYESVILLE.
 FB3526'
 FB3526'TO REACH STATION FROM US 64 BRIDGE OVER THE HIWASSEE RIVER SOUTHEAST
 FB3526'OF HAYESVILLE, PROCEED EAST ALONG US 64 FOR 0.1 MILE TO STATION ON
 FB3526'RIGHT IN FIELD NEAR POWER POLE APPROXIMATELY 10 FEET ABOVE HIGHWAY
 FB3526'AND APPROXIMATELY 150 FEET EAST OF INTERSECTION OF HIGHWAY-SR 1147.
 FB3526'
 FB3526'STATION MARK IS A STANDARD DISK STAMPED---BLAIR 1978---SET IN TOP OF A
 FB3526'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. MARK IS SLOPE
 FB3526'80 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF US 64, 26.7 FEET EAST OF
 FB3526'POWER POLE WITH REFERENCE TAG, 25.1 FEET NORTHEAST OF CENTER GUY
 FB3526'WIRE ANCHOR, AND 112.0 (SLOPE) FEET NORTH-NORTHWEST OF 14 INCH APPLE.
 FB3526
 FB3526                          STATION RECOVERY (1978)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FB3526'RECOVERED IN GOOD CONDITION.
 FB3526
 FB3526                          STATION RECOVERY (1986)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3526'RECOVERED AS DESCRIBED.
 FB3526
 FB3526                          STATION RECOVERY (1988)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB3526'RECOVERED IN GOOD CONDITION.
 FB3526
 FB3526                          STATION RECOVERY (1995)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB3526'RECOVERED AS DESCRIBED.
 FB3526
 FB3526                          STATION RECOVERY (2000)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB3526'RECOVERED AS DESCRIBED.
 FB3526
 FB3526                          STATION RECOVERY (2000)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB3526'RECOVERED AS DESCRIBED.
 FB3526
 FB3526                          STATION RECOVERY (2001)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FB3526'RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISIONS AND ADDITIONS. SR
 FB3526'1147 IS OAK
 FB3526'FOREST ROAD, STATION IS UNDERNEATH A POWER LINE, APPLE TREE IS GONE,
 FB3526'TOP OF POWER POLE
 FB3526'HAS BEEN CUT OFF AND CENTER GUY WIRE ANCHOR REMOVED. ROADWAY IS
 FB3526'CURRENTLY BEING
 FB3526'WIDENED, STATION MAY NOT SURVIVE BUT APPEARS TO BE SAFE FROM ROADWORK.
 FB3526'MARK IS
 FB3526'RECESSED 2-INCHES BELOW GROUND SURFACE. LOCATED 2.7 FT (0.8 M) NORTH
 FB3526'OF THE EAST GUY
 FB3526'WIRE ANCHOR OF POWER POLE 37, 18.5 FT (5.6 M) EAST-NORTHEAST OF
 FB3526'TELEPHONE PEDESTAL
 FB3526'(L1P37) BESIDE POWER POLE 37 WITH A REFERENCE TAG.
 FB3526' 
 FB3526' 
 FB3526'
 FB3526
 FB3526                          STATION RECOVERY (2006)
 FB3526
 FB3526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (MDB)
 FB3526'STATION WAS NOT FOUND. NCDOT REPORTED THAT STATION WAS DESTROYED BY
 FB3526'ROAD CONSTRUCTION.
 FB3526
 FB3526                          STATION RECOVERY (2008)
 FB3526
 FB3526'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 FB3526'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5168 ***********************************************************************
 FA5168  DESIGNATION -  BLAIR
 FA5168  PID         -  FA5168
 FA5168  STATE/COUNTY-  NC/CALDWELL
 FA5168  USGS QUAD   -  LENOIR (1994)
 FA5168
 FA5168                         *CURRENT SURVEY CONTROL
 FA5168  ___________________________________________________________________
 FA5168* NAD 83(2007)-  35 57 20.36337(N)    081 33 33.55229(W)     ADJUSTED  
 FA5168* NAVD 88     -       423.486  (meters)    1389.39   (feet)  ADJUSTED  
 FA5168  ___________________________________________________________________
 FA5168  EPOCH DATE  -        2002.00
 FA5168  X           -     758,763.822 (meters)                     COMP
 FA5168  Y           -  -5,113,214.968 (meters)                     COMP
 FA5168  Z           -   3,724,439.611 (meters)                     COMP
 FA5168  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 FA5168  ELLIP HEIGHT-         391.129 (meters)          (02/10/07) ADJUSTED
 FA5168  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 FA5168  DYNAMIC HT  -         423.077 (meters)    1388.05  (feet)  COMP
 FA5168
 FA5168  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5168  Type    PID    Designation                      North   East  Ellip
 FA5168  -------------------------------------------------------------------
 FA5168  NETWORK FA5168 BLAIR                             0.55   0.78   1.76
 FA5168  -------------------------------------------------------------------
 FA5168  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 FA5168
 FA5168  VERT ORDER  -  SECOND    CLASS II
 FA5168
 FA5168.The horizontal coordinates were established by GPS observations
 FA5168.and adjusted by the National Geodetic Survey in February 2007.
 FA5168
 FA5168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5168.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5168.The horizontal coordinates are valid at the epoch date displayed above.
 FA5168.The epoch date for horizontal control is a decimal equivalence
 FA5168.of Year/Month/Day.
 FA5168
 FA5168.The orthometric height was determined by differential leveling
 FA5168.and adjusted in January 2005.
 FA5168
 FA5168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5168
 FA5168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5168
 FA5168.The ellipsoidal height was determined by GPS observations
 FA5168.and is referenced to NAD 83.
 FA5168
 FA5168.The geoid height was determined by GEOID03.
 FA5168
 FA5168.The dynamic height is computed by dividing the NAVD 88
 FA5168.geopotential number by the normal gravity value computed on the
 FA5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA5168.degrees latitude (g = 980.6199 gals.).
 FA5168
 FA5168.The modeled gravity was interpolated from observed gravity values.
 FA5168
 FA5168;                    North         East     Units Scale Factor Converg.
 FA5168;SPC NC       -   247,656.622   378,751.963   MT  0.99994794   -1 28 37.8
 FA5168;SPC NC       -   812,520.10  1,242,622.07   sFT  0.99994794   -1 28 37.8
 FA5168;UTM  17      - 3,979,174.684   449,561.354   MT  0.99963135   -0 19 42.3
 FA5168
 FA5168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5168!SPC NC       -   0.99993862  x   0.99994794  =   0.99988656
 FA5168!UTM  17      -   0.99993862  x   0.99963135  =   0.99956999
 FA5168
 FA5168                          SUPERSEDED SURVEY CONTROL
 FA5168
 FA5168  NAD 83(1995)-  35 57 20.36386(N)    081 33 33.55215(W) AD(       ) 1
 FA5168  NAD 83(1986)-  35 57 20.37098(N)    081 33 33.55565(W) AD(       ) 1
 FA5168  NGVD 29 (02/04/93)  423.6    (m)         1390.     (f) GPS OBS     3  
 FA5168
 FA5168.Superseded values are not recommended for survey control.
 FA5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5168.See file dsdata.txt to determine how the superseded data were derived.
 FA5168
 FA5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4956179175(NAD 83)
 FA5168_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5168_SP_SET: CONCRETE POST
 FA5168_STAMPING: BLAIR 1988
 FA5168_MARK LOGO: NCGS  
 FA5168_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5168+STABILITY: SURFACE MOTION
 FA5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5168+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1998
 FA5168
 FA5168  HISTORY     - Date     Condition        Report By
 FA5168  HISTORY     - 1988     MONUMENTED       NCGS
 FA5168  HISTORY     - 19891207 GOOD
 FA5168  HISTORY     - 19980608 GOOD             CGS
 FA5168
 FA5168                          STATION DESCRIPTION
 FA5168
 FA5168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5168'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF LENOIR.
 FA5168'ALONG US 321 FOR 2.6 KM (1.6 MI) MORTHWEST FROM THE US 321-A
 FA5168'INTERSECTION (IN NORTH LENOIR), OR 0.6 KM (0.4 MI) SOUTHEAST FROM SR
 FA5168'1352, ON HIGH CUT AT POWER POLE.
 FA5168'MARK IS FLUSH WITH THE GROUND SURFACE AND IS ABOUT 50 FEET ABOVE THE
 FA5168'HIGHWAY. LOCATED ABOUT 46 M (150.9 FT) SOUTHWEST FROM THE CENTERLINE
 FA5168'OF THE HIGHWAY, 1.37 M (4.49 FT) SOUTHWEST FROM A GUY WIRE ANCHOR,
 FA5168'AND 4.66 M (15.29 FT) NORTH FROM A POWER POLE (37) WITH A REFERENCE
 FA5168'TAG.
 FA5168
 FA5168                          STATION RECOVERY (1989)
 FA5168
 FA5168'RECOVERED 1989
 FA5168'RECOVERED IN GOOD CONDITION.
 FA5168
 FA5168                          STATION RECOVERY (1998)
 FA5168
 FA5168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1998 (PAC)
 FA5168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8454 ***********************************************************************
 AE8454  DESIGNATION -  BLAIR
 AE8454  PID         -  AE8454
 AE8454  STATE/COUNTY-  NC/MONTGOMERY
 AE8454  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8454
 AE8454                         *CURRENT SURVEY CONTROL
 AE8454  ___________________________________________________________________
 AE8454* NAD 83(2001)-  35 19 52.26499(N)    080 03 17.83454(W)     ADJUSTED  
 AE8454* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 AE8454  ___________________________________________________________________
 AE8454  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AE8454  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 AE8454  HORZ ORDER  -  SECOND
 AE8454
 AE8454.The horizontal coordinates were established by classical geodetic methods
 AE8454.and adjusted by the National Geodetic Survey in August 2005.
 AE8454
 AE8454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8454
 AE8454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8454
 AE8454.The geoid height was determined by GEOID03.
 AE8454
 AE8454;                    North         East     Units Scale Factor Converg.
 AE8454;SPC NC       -   175,910.457   513,699.968   MT  0.99987355   -0 36 32.0
 AE8454;SPC NC       -   577,132.89  1,685,363.98   sFT  0.99987355   -0 36 32.0
 AE8454;UTM  17      - 3,910,180.850   585,889.404   MT  0.99969091   +0 32 47.6
 AE8454
 AE8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8454!SPC NC       -   0.99998702  x   0.99987355  =   0.99986057
 AE8454!UTM  17      -   0.99998702  x   0.99969091  =   0.99967794
 AE8454
 AE8454                          SUPERSEDED SURVEY CONTROL
 AE8454
 AE8454  NAD 83(1986)-  35 19 52.27514(N)    080 03 17.84562(W) AD(       ) 2
 AE8454  NGVD 29 (04/08/98)  113.4    (m)          372.     (f) VERT ANG    3  
 AE8454
 AE8454.Superseded values are not recommended for survey control.
 AE8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8454.See file dsdata.txt to determine how the superseded data were derived.
 AE8454
 AE8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8588910181(NAD 83)
 AE8454_MARKER: DE = TRAVERSE STATION DISK
 AE8454_SETTING: 0 = UNSPECIFIED SETTING
 AE8454_STAMPING: BLAIR 1983
 AE8454_MARK LOGO: USFS  
 AE8454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8454
 AE8454  HISTORY     - Date     Condition        Report By
 AE8454  HISTORY     - 1983     MONUMENTED       NCGS
 AE8454
 AE8454                          STATION DESCRIPTION
 AE8454
 AE8454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8454'STATION IS LOCATED ABOUT 14.7 KM (9.15 MI) WEST OF TROY AND 13.9 M
 AE8454'(45.6 FT) NORTH-NORTHWEST OF MT. GILEAD.$PROCEED ALONG NC 24-27 FOR
 AE8454'1.6 KM (1.00 MI) EAST FROM NC 73 TO SR 1150, THENCE NORTH ALONG SR
 AE8454'1150 FOR 2.7 KM (1.65 MI) TO THE STATION IN THE EAST SHOULDER, OR O.2
 AE8454'KM NORTH OF WOODRUN RESORT SERVICE ROAD.$MARK IS A 3-INCH ALUMINUM
 AE8454'MONUMENT FLUSH WITH THE GROUND . LOCATED 4.9 M (16.1 FT) EAST OF THE
 AE8454'CENTERLINE OF SR 1150--AND 4.6 M (15.1 FT) WEST OF A 12-INCH SHORTLEAF
 AE8454'PINE, 14.0 M (45.9 FT) SOUTH-SOUTHWEST OF A 9-INCH HICKORY, 13.7 M
 AE8454'(44.9 FT) NORTH-NORTHWEST OF A 8-INCH SCARLET OAK--ALL THREE WITH
 AE8454'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8655 ***********************************************************************
 DG8655  DESIGNATION -  BLAIR
 DG8655  PID         -  DG8655
 DG8655  STATE/COUNTY-  NC/NEW HANOVER
 DG8655  USGS QUAD   -  SCOTTS HILL (1970)
 DG8655
 DG8655                         *CURRENT SURVEY CONTROL
 DG8655  ___________________________________________________________________
 DG8655* NAD 83(2007)-  34 15 24.60515(N)    077 50 26.87309(W)     ADJUSTED  
 DG8655* NAVD 88     -        12.579  (meters)      41.27   (feet)  ADJUSTED  
 DG8655  ___________________________________________________________________
 DG8655  EPOCH DATE  -        2002.00
 DG8655  X           -   1,111,541.524 (meters)                     COMP
 DG8655  Y           -  -5,158,864.917 (meters)                     COMP
 DG8655  Z           -   3,570,015.715 (meters)                     COMP
 DG8655  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DG8655  ELLIP HEIGHT-         -24.482 (meters)          (02/10/07) ADJUSTED
 DG8655  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 DG8655  DYNAMIC HT  -          12.567 (meters)      41.23  (feet)  COMP
 DG8655
 DG8655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8655  Type    PID    Designation                      North   East  Ellip
 DG8655  -------------------------------------------------------------------
 DG8655  NETWORK DG8655 BLAIR                             0.82   0.63   1.71
 DG8655  -------------------------------------------------------------------
 DG8655  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 DG8655
 DG8655  VERT ORDER  -  SECOND    CLASS II
 DG8655
 DG8655.The horizontal coordinates were established by GPS observations
 DG8655.and adjusted by the National Geodetic Survey in February 2007.
 DG8655
 DG8655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8655.The horizontal coordinates are valid at the epoch date displayed above.
 DG8655.The epoch date for horizontal control is a decimal equivalence
 DG8655.of Year/Month/Day.
 DG8655
 DG8655.The orthometric height was determined by differential leveling
 DG8655.and adjusted in March 2006.
 DG8655
 DG8655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8655
 DG8655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8655
 DG8655.The ellipsoidal height was determined by GPS observations
 DG8655.and is referenced to NAD 83.
 DG8655
 DG8655.The geoid height was determined by GEOID03.
 DG8655
 DG8655.The dynamic height is computed by dividing the NAVD 88
 DG8655.geopotential number by the normal gravity value computed on the
 DG8655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8655.degrees latitude (g = 980.6199 gals.).
 DG8655
 DG8655.The modeled gravity was interpolated from observed gravity values.
 DG8655
 DG8655;                    North         East     Units Scale Factor Converg.
 DG8655;SPC NC       -    56,848.979   716,370.386   MT  1.00002206   +0 40 08.6
 DG8655;SPC NC       -   186,512.03  2,350,291.84   sFT  1.00002206   +0 40 08.6
 DG8655;UTM  18      - 3,794,286.095   238,411.073   MT  1.00044358   -1 36 00.0
 DG8655
 DG8655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8655!SPC NC       -   1.00000384  x   1.00002206  =   1.00002590
 DG8655!UTM  18      -   1.00000384  x   1.00044358  =   1.00044742
 DG8655
 DG8655:                Primary Azimuth Mark                     Grid Az
 DG8655:SPC NC       -  APOLLO                                   149 24 23.9
 DG8655:UTM  18      -  APOLLO                                   151 40 32.5
 DG8655
 DG8655|---------------------------------------------------------------------|
 DG8655| PID    Reference Object                     Distance      Geod. Az  |
 DG8655|                                                           dddmmss.s |
 DG8655| DG8656 APOLLO                              APPROX. 0.5 KM 1500432.5 |
 DG8655|---------------------------------------------------------------------|
 DG8655
 DG8655                          SUPERSEDED SURVEY CONTROL
 DG8655
 DG8655  NAD 83(1986)-  34 15 24.61554(N)    077 50 26.88564(W) AD(       ) 1
 DG8655  NAD 83(2001)-  34 15 24.60540(N)    077 50 26.87255(W) AD(       ) 1
 DG8655  ELLIP H (12/29/04)  -24.472  (m)                       GP(       ) 4 1
 DG8655  NAVD 88 (12/29/04)   12.58   (m)           41.3    (f) LEVELING    3  
 DG8655
 DG8655.Superseded values are not recommended for survey control.
 DG8655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8655.See file dsdata.txt to determine how the superseded data were derived.
 DG8655
 DG8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3841194286(NAD 83)
 DG8655_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8655_STAMPING: BLAIR 1994
 DG8655_MARK LOGO: NCGS  
 DG8655_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8655+STABILITY: SURFACE MOTION
 DG8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8655+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 DG8655
 DG8655  HISTORY     - Date     Condition        Report By
 DG8655  HISTORY     - 1994     MONUMENTED       NCGS
 DG8655  HISTORY     - 20040914 GOOD             NCGS
 DG8655  HISTORY     - 20060721 GOOD             USPSQD
 DG8655
 DG8655                          STATION DESCRIPTION
 DG8655
 DG8655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8655'STATION IS LOCATED 1.7 MI (2.7 KM) SOUTHWEST OF OGDEN AND 6.1 MI (9.8
 DG8655'KM) EAST-NORTHEAST OF WILMINGTON.  ALONG US 17 NORTH (MARKET STREET)
 DG8655'FOR 1.85 MI (2.98 KM) EAST FROM NC 132 (COLLEGE ROAD) TO BLAIR SCHOOL
 DG8655'ROAD, IN THE NORTHWEST QUADRANT.  MARK IS ABOUT LEVEL WITH CENTERLINE
 DG8655'OF HIGHWAY AND FLUSH WITH GROUND.  LOCATED 48.5 FT (14.8 M) NORTH OF
 DG8655'THE CENTERLINE OF US 17 SOUTHBOUND LANES, 51.0 FT (15.5 M) SOUTHWEST
 DG8655'OF PROLONGATION OF CENTERLINE OF BLAIR SCHOOL ROAD, 154.7 FT (47.2 M)
 DG8655'EAST OF SOUTHEAST CORNER OF BRICK BUILDING, 22.0 FT (6.7 M)
 DG8655'WEST-NORTHWEST OF 16-INCH CORRUGATED METAL PIPE CULVERT, AND 12.8 FT
 DG8655'(3.9 M) WEST OF CENTER OF SIGNAL BOX BESIDE BRACE POLE WITH REFERENCE
 DG8655'TAG.
 DG8655
 DG8655                          STATION RECOVERY (2004)
 DG8655
 DG8655'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EWB)
 DG8655'REOVERED AS DESCRIBED
 DG8655
 DG8655                          STATION RECOVERY (2006)
 DG8655
 DG8655'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 DG8655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8869 ***********************************************************************
 DG8869  HT_MOD      -  This is a Height Modernization Survey Station.
 DG8869  DESIGNATION -  BLAIR
 DG8869  PID         -  DG8869
 DG8869  STATE/COUNTY-  NC/FORSYTH
 DG8869  USGS QUAD   -  KERNERSVILLE (1994)
 DG8869
 DG8869                         *CURRENT SURVEY CONTROL
 DG8869  ___________________________________________________________________
 DG8869* NAD 83(2007)-  36 04 39.92175(N)    080 04 42.16569(W)     ADJUSTED  
 DG8869* NAVD 88     -       266.12   (meters)     873.1    (feet)  GPS OBS   
 DG8869  ___________________________________________________________________
 DG8869  EPOCH DATE  -        2002.00
 DG8869  X           -     889,263.818 (meters)                     COMP
 DG8869  Y           -  -5,083,924.281 (meters)                     COMP
 DG8869  Z           -   3,735,306.087 (meters)                     COMP
 DG8869  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 DG8869  ELLIP HEIGHT-         234.048 (meters)          (02/10/07) ADJUSTED
 DG8869  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DG8869
 DG8869  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8869  Type    PID    Designation                      North   East  Ellip
 DG8869  -------------------------------------------------------------------
 DG8869  NETWORK DG8869 BLAIR                             0.73   0.61   1.49
 DG8869  -------------------------------------------------------------------
 DG8869
 DG8869.The horizontal coordinates were established by GPS observations
 DG8869.and adjusted by the National Geodetic Survey in February 2007.
 DG8869
 DG8869.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8869.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8869.The horizontal coordinates are valid at the epoch date displayed above.
 DG8869.The epoch date for horizontal control is a decimal equivalence
 DG8869.of Year/Month/Day.
 DG8869
 DG8869.The orthometric height was determined by GPS observations and a
 DG8869.high-resolution geoid model.
 DG8869.The orthometric height was determined by GPS observations and a
 DG8869.high-resolution geoid model using precise GPS observation and
 DG8869.processing techniques.
 DG8869
 DG8869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8869
 DG8869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8869
 DG8869.The ellipsoidal height was determined by GPS observations
 DG8869.and is referenced to NAD 83.
 DG8869
 DG8869.The geoid height was determined by GEOID03.
 DG8869
 DG8869;                    North         East     Units Scale Factor Converg.
 DG8869;SPC NC       -   258,755.792   512,470.300   MT  0.99997640   -0 37 20.7
 DG8869;SPC NC       -   848,934.63  1,681,329.64   sFT  0.99997640   -0 37 20.7
 DG8869;UTM  17      - 3,992,965.833   582,982.967   MT  0.99968485   +0 32 33.9
 DG8869
 DG8869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8869!SPC NC       -   0.99996327  x   0.99997640  =   0.99993967
 DG8869!UTM  17      -   0.99996327  x   0.99968485  =   0.99964813
 DG8869
 DG8869                          SUPERSEDED SURVEY CONTROL
 DG8869
 DG8869  NAD 83(1986)-  36 04 39.92788(N)    080 04 42.17361(W) AD(       ) 1
 DG8869  NAD 83(2001)-  36 04 39.92185(N)    080 04 42.16568(W) AD(       ) 1
 DG8869  ELLIP H (01/05/05)  234.052  (m)                       GP(       ) 4 2
 DG8869
 DG8869.Superseded values are not recommended for survey control.
 DG8869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8869.See file dsdata.txt to determine how the superseded data were derived.
 DG8869
 DG8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8298392966(NAD 83)
 DG8869_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8869_STAMPING: BLAIR 2001
 DG8869_MARK LOGO: NCGS  
 DG8869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8869+STABILITY: SURFACE MOTION
 DG8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8869+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG8869
 DG8869  HISTORY     - Date     Condition        Report By
 DG8869  HISTORY     - 2001     MONUMENTED       NCGS
 DG8869
 DG8869                          STATION DESCRIPTION
 DG8869
 DG8869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG8869'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTH OF KERNERSVILLE.
 DG8869'PROCEED ALONG NC 66 FOR 0.45 MI (0.72 KM) SOUTH FROM I-40 (EXIT 203),
 DG8869'THENCE WEST FOR 0.90 MI (1.45 KM) ALONG OLD SALEM ROAD-SR 2632, ON THE
 DG8869'SOUTH SIDE OF THE ROAD AND JUST EAST OF THE BRIDGE OVER ABBOTTS CREEK.
 DG8869'MARK IS ABOUT 1-FOOT LOWER THAN OLD SALEM ROAD AND IS RECESSED
 DG8869'2-INCHES BELOW GROUND.  LOCATED 17.0 FT (5.2 M) SOUTH-SOUTHWEST OF THE
 DG8869'CENTERLINE OF OLD SALEM ROAD, 152.8 FT (46.6 M) SOUTHEAST OF THE EAST
 DG8869'END OF THE SOUTH BRIDGE RAIL, 68.2 FT (20.8 M) EAST OF THE NORTHEAST
 DG8869'CORNER OF A CHAIN LINK FENCE, AND 126.7 FT (38.6 M) NORTHWEST OF A
 DG8869'CONCRETE TELEPHONE MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2627 ***********************************************************************
 FA2627  DESIGNATION -  BLAISE
 FA2627  PID         -  FA2627
 FA2627  STATE/COUNTY-  NC/DAVIE
 FA2627  USGS QUAD   -  MOCKSVILLE (1994)
 FA2627
 FA2627                         *CURRENT SURVEY CONTROL
 FA2627  ___________________________________________________________________
 FA2627* NAD 83(2001)-  35 55 23.28144(N)    080 35 26.13387(W)     ADJUSTED  
 FA2627* NAVD 88     -       257.3    (meters)     844.     (feet)  VERTCON   
 FA2627  ___________________________________________________________________
 FA2627  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 FA2627  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 FA2627  HORZ ORDER  -  SECOND
 FA2627
 FA2627.The horizontal coordinates were established by classical geodetic methods
 FA2627.and adjusted by the National Geodetic Survey in August 2005.
 FA2627
 FA2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2627
 FA2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2627
 FA2627.The geoid height was determined by GEOID03.
 FA2627
 FA2627;                    North         East     Units Scale Factor Converg.
 FA2627;SPC NC       -   242,222.168   466,063.063   MT  0.99994113   -0 55 05.0
 FA2627;SPC NC       -   794,690.56  1,529,075.23   sFT  0.99994113   -0 55 05.0
 FA2627;UTM  17      - 3,975,500.336   536,934.776   MT  0.99961681   +0 14 24.7
 FA2627
 FA2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2627!SPC NC       -   0.99996471  x   0.99994113  =   0.99990584
 FA2627!UTM  17      -   0.99996471  x   0.99961681  =   0.99958153
 FA2627
 FA2627:                Primary Azimuth Mark                     Grid Az
 FA2627:SPC NC       -  MOCK STATE                               238 33 00.5
 FA2627:UTM  17      -  MOCK STATE                               237 23 30.8
 FA2627
 FA2627|---------------------------------------------------------------------|
 FA2627| PID    Reference Object                     Distance      Geod. Az  |
 FA2627|                                                           dddmmss.s |
 FA2627| FA2629 MOCK STATE                          APPROX. 2.8 KM 2373755.5 |
 FA2627|---------------------------------------------------------------------|
 FA2627
 FA2627                          SUPERSEDED SURVEY CONTROL
 FA2627
 FA2627  NAD 83(1986)-  35 55 23.28850(N)    080 35 26.13628(W) AD(       ) 2
 FA2627  NAD 27      -  35 55 22.79665(N)    080 35 26.91735(W) AD(       ) 2
 FA2627  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG    3  
 FA2627
 FA2627.Superseded values are not recommended for survey control.
 FA2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2627.See file dsdata.txt to determine how the superseded data were derived.
 FA2627
 FA2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3693575500(NAD 83)
 FA2627_MARKER: DE = TRAVERSE STATION DISK
 FA2627_SETTING: 0 = UNSPECIFIED SETTING
 FA2627_STAMPING: BLAISE 1973
 FA2627_MARK LOGO: NCGS  
 FA2627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2627
 FA2627  HISTORY     - Date     Condition        Report By
 FA2627  HISTORY     - 1973     MONUMENTED       NCGS
 FA2627
 FA2627                          STATION DESCRIPTION
 FA2627
 FA2627'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2627'BLAISE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2627'VICINITY OF MOCKSVILLE, NORTH CAROLINA.
 FA2627'
 FA2627'BLAISE IS LOCATED APPROXIMATELY 1.8 MILES ENE OF SMALL COMMUNITY OF
 FA2627'CENTER, AND 2.5 MILES NW OF MOCKSVILLE.  STATION IS LOCATED AT THE
 FA2627'U.S. 601 (YADKINVILLE ROAD) OVERPASS OF I-40 AT THE NW CORNER OF THE
 FA2627'BRIDGE AND IN THE NW END OF THE WINGWALL, AND ABOUT 800 FT EAST OF
 FA2627'BLAISE BAPTIST CHURCH.
 FA2627'
 FA2627'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLAISE
 FA2627'1973, SET FLUSH IN DRILLED HOLE IN CONCRETE WINGWALL.
 FA2627'
 FA2627'MARK IS 31.8 FT SW OF C/L OF U.S. 601.
 FA2627'
 FA2627'7.6 FT WNW OF NW END OF WEST BRIDGE RAIL.
 FA2627'
 FA2627'2.9 FT SW OF 2ND GUARD RAIL POST NW OF NW END OF WEST BRIDGE RAIL.
 FA2627'
 FA2627'50.0 FT E OF TP WITH ALUMINUM REF. TAG.
 FA2627'
 FA2627'0.7 FT SE OF NORTH END OF WINGWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3364 ***********************************************************************
 FA3364  DESIGNATION -  BLAKE
 FA3364  PID         -  FA3364
 FA3364  STATE/COUNTY-  NC/CALDWELL
 FA3364  USGS QUAD   -  DREXEL (1993)
 FA3364
 FA3364                         *CURRENT SURVEY CONTROL
 FA3364  ___________________________________________________________________
 FA3364* NAD 83(2001)-  35 50 34.01020(N)    081 37 29.04366(W)     ADJUSTED  
 FA3364* NAVD 88     -       328.8    (meters)    1079.     (feet)  VERTCON   
 FA3364  ___________________________________________________________________
 FA3364  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 FA3364  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 FA3364  HORZ ORDER  -  SECOND
 FA3364
 FA3364.The horizontal coordinates were established by classical geodetic methods
 FA3364.and adjusted by the National Geodetic Survey in August 2005.
 FA3364
 FA3364.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3364
 FA3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3364
 FA3364.The geoid height was determined by GEOID03.
 FA3364
 FA3364;                    North         East     Units Scale Factor Converg.
 FA3364;SPC NC       -   235,291.473   372,521.901   MT  0.99992568   -1 30 53.7
 FA3364;SPC NC       -   771,952.11  1,222,182.27   sFT  0.99992568   -1 30 53.7
 FA3364;UTM  17      - 3,966,690.866   443,582.277   MT  0.99963922   -0 21 57.0
 FA3364
 FA3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3364!SPC NC       -   0.99995347  x   0.99992568  =   0.99987915
 FA3364!UTM  17      -   0.99995347  x   0.99963922  =   0.99959270
 FA3364
 FA3364:                Primary Azimuth Mark                     Grid Az
 FA3364:SPC NC       -  FLOWER                                   051 34 57.4
 FA3364:UTM  17      -  FLOWER                                   050 26 00.7
 FA3364
 FA3364|---------------------------------------------------------------------|
 FA3364| PID    Reference Object                     Distance      Geod. Az  |
 FA3364|                                                           dddmmss.s |
 FA3364| FA3366 FLOWER                              APPROX. 1.6 KM 0500403.7 |
 FA3364|---------------------------------------------------------------------|
 FA3364
 FA3364                          SUPERSEDED SURVEY CONTROL
 FA3364
 FA3364  NAD 83(1995)-  35 50 34.01107(N)    081 37 29.04359(W) AD(       ) 2
 FA3364  NAD 83(1986)-  35 50 34.01887(N)    081 37 29.04655(W) AD(       ) 2
 FA3364  NAD 27      -  35 50 33.55753(N)    081 37 29.70585(W) AD(       ) 2
 FA3364  NGVD 29 (07/19/86)  329.0    (m)         1079.     (f) VERT ANG    3  
 FA3364
 FA3364.Superseded values are not recommended for survey control.
 FA3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3364.See file dsdata.txt to determine how the superseded data were derived.
 FA3364
 FA3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4358266691(NAD 83)
 FA3364_MARKER: DH = HORIZONTAL CONTROL DISK
 FA3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3364_SP_SET: CONCRETE POST
 FA3364_STAMPING: BLAKE 1969
 FA3364_MARK LOGO: NCGS  
 FA3364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3364+STABILITY: SURFACE MOTION
 FA3364
 FA3364  HISTORY     - Date     Condition        Report By
 FA3364  HISTORY     - 1969     MONUMENTED       NCGS
 FA3364  HISTORY     - 1969     GOOD             NCGS
 FA3364  HISTORY     - 19880101 GOOD             NCGS
 FA3364
 FA3364                          STATION DESCRIPTION
 FA3364
 FA3364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3364'BLAKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3364'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3364'
 FA3364'BLAKE IS LOCATED APPROXIMATELY 7.2 MILES SOUTHWEST OF LENOIR.  TO
 FA3364'REACH STATION PROCEED FROM THE INTERSECTION OF NC 18 BUS. AND
 FA3364'NC 18 BYPASS SOUTHWEST OF THE CENTER OF LENOIR, GO SOUTHWEST
 FA3364'ON NC 18 FOR 3.45 MILES TO INTERSECTION OF NC 18 AND SR 1142
 FA3364'(CALICO RD.), CONTINUE ON NC 18 FOR 1.35 MILES TO STATION ON
 FA3364'RIGHT, ACROSS ROAD FROM LAND EXCAVATION, AND 0.2 MILE NORTHEAST
 FA3364'OF INTERSECTION OF NC 18 AND SR 1331 (NICK RD.).
 FA3364'
 FA3364'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3364'BLAKE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3364'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3364'
 FA3364'MARK IS
 FA3364'
 FA3364'23.5 FT NW OF C/L OF NC 18
 FA3364'
 FA3364'37.0 FT ESE OF LEFT TWIN OAK WITH ALUMINUM REF. TAG
 FA3364'
 FA3364'42.0 FT SE OF 14 INCH PINE WITH ALUMINUM REF. TAG
 FA3364'
 FA3364'56.1 FT SSE OF 12 INCH OAK WITH ALUMINUM REF. TAG
 FA3364'
 FA3364'88.0 WNW OF PP MZ 141 WITH ALUMINUM REF. TAG
 FA3364
 FA3364                          STATION RECOVERY (1969)
 FA3364
 FA3364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3364'RECOVERED IN GOOD CONDITION.
 FA3364
 FA3364                          STATION RECOVERY (1988)
 FA3364
 FA3364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA3364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2493 ***********************************************************************
 EA2493  DESIGNATION -  BLAKE
 EA2493  PID         -  EA2493
 EA2493  STATE/COUNTY-  NC/PENDER
 EA2493  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2493
 EA2493                         *CURRENT SURVEY CONTROL
 EA2493  ___________________________________________________________________
 EA2493* NAD 83(2001)-  34 22 55.10045(N)    077 36 48.70677(W)     ADJUSTED  
 EA2493* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 EA2493  ___________________________________________________________________
 EA2493  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EA2493  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA2493  HORZ ORDER  -  SECOND
 EA2493
 EA2493.The horizontal coordinates were established by classical geodetic methods
 EA2493.and adjusted by the National Geodetic Survey in August 2005.
 EA2493
 EA2493.The orthometric height was scaled from a topographic map.
 EA2493
 EA2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2493
 EA2493.The geoid height was determined by GEOID03.
 EA2493
 EA2493;                    North         East     Units Scale Factor Converg.
 EA2493;SPC NC       -    70,997.362   737,107.996   MT  0.99998688   +0 48 00.8
 EA2493;SPC NC       -   232,930.51  2,418,328.48   sFT  0.99998688   +0 48 00.8
 EA2493;UTM  18      - 3,807,605.833   259,701.438   MT  1.00031182   -1 28 35.7
 EA2493
 EA2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2493!SPC NC       -   1.00000544  x   0.99998688  =   0.99999232
 EA2493!UTM  18      -   1.00000544  x   1.00031182  =   1.00031726
 EA2493
 EA2493|---------------------------------------------------------------------|
 EA2493| PID    Reference Object                     Distance      Geod. Az  |
 EA2493|                                                           dddmmss.s |
 EA2493| EA0698 TOWER TWO                            90.342 METERS 10549     |
 EA2493| EA2481 ATKINSON RESET                      APPROX. 1.9 KM 3540003.0 |
 EA2493|---------------------------------------------------------------------|
 EA2493
 EA2493                          SUPERSEDED SURVEY CONTROL
 EA2493
 EA2493  NAD 83(1986)-  34 22 55.11442(N)    077 36 48.72022(W) AD(       ) 2
 EA2493  NAD 27      -  34 22 54.50700(N)    077 36 49.81800(W) AD(       ) 2
 EA2493
 EA2493.Superseded values are not recommended for survey control.
 EA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2493.See file dsdata.txt to determine how the superseded data were derived.
 EA2493
 EA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5970107606(NAD 83)
 EA2493_MARKER: DS = TRIANGULATION STATION DISK
 EA2493_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2493_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2493_MARK LOGO: CGS   
 EA2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2493
 EA2493  HISTORY     - Date     Condition        Report By
 EA2493  HISTORY     - 1914     MONUMENTED       CGS
 EA2493  HISTORY     - 1947     POOR             CGS
 EA2493  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2493
 EA2493                          STATION DESCRIPTION
 EA2493
 EA2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2493'STATION IS ON THE INLAND SIDE OF THE BANKS, ABOUT 2-1/4 MILES NE
 EA2493'FROM NEW TOPSAIL INLET, ON THE MAIN POINT ABOUT 650 YARDS W OF
 EA2493'THE FISHING CAMP, ABOUT 60 YARDS FROM THE WOODS, AT ABOUT
 EA2493'HIGH-WATER MARK.
 EA2493'
 EA2493'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2493'AT THE CENTER OF THE TOP OF A TILE.
 EA2493'
 EA2493'THERE ARE NO REFERENCE MARKS.
 EA2493
 EA2493                          STATION RECOVERY (1947)
 EA2493
 EA2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA2493'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARK WAS FOUND IN
 EA2493'BAD CONDITION AND WILL NOT LAST MUCH LONGER DUE TO EROSION OF
 EA2493'THE BEACH.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 EA2493'
 EA2493'THE STATION IS LOCATED ON THE INSHORE SIDE OF TOPSAIL ISLAND
 EA2493'ABOUT 2-1/4 MILES NORTHEAST OF TOPSAIL INLET.  IT IS ABOUT 1
 EA2493'FOOT FROM THE BANK AT HIGH TIDE AND PROJECTS ABOUT 18
 EA2493'INCHES.  THE DISK IS IN THE END OF A 4 IN TILE AND IS
 EA2493'UNSTAMPED.  A TRAVERSE CONNECTION WAS MADE TO TOWER TWO R.M.
 EA2493'NO. 1 AND THE DISTANCE WAS FOUND TO BE 92.123 METERS.
 EA2493'
 EA2493'TO REACH FROM HOLLY RIDGE, GO SOUTHWEST ON U.S. HIGHWAY 17 FOR
 EA2493'0.1 MILE, TURN LEFT AND GO 4.85 MILES TO SEARS LANDING.  CONTINUE
 EA2493'STRAIGHT AHEAD ACROSS BRIDGE FOR 0.5 MILE TO T-ROAD, TURN
 EA2493'RIGHT AND GO 5.0 MILES TO SIDE ROAD, TURN RIGHT AND GO 0.1 MILE
 EA2493'TO A WHITE CONCRETE OBSERVING TOWER ABOUT 40 FEET TALL.  THE
 EA2493'STATION IS ABOUT 100 YARDS WEST OF THIS TOWER AT THE WATERS
 EA2493'EDGE.
 EA2493'
 EA2493'TRAVERSE CONNECTION MADE TO TOWER TWO, DISTANCE FOUND TO BE
 EA2493'90.326 METERS.
 EA2493
 EA2493                          STATION RECOVERY (1964)
 EA2493
 EA2493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2493'DESTROYED.  STATION WAS FOUND LYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8375 ***********************************************************************
 AE8375  DESIGNATION -  BLAKE
 AE8375  PID         -  AE8375
 AE8375  STATE/COUNTY-  NC/MONTGOMERY
 AE8375  USGS QUAD   -  MOUNT GILEAD EAST (1994)
 AE8375
 AE8375                         *CURRENT SURVEY CONTROL
 AE8375  ___________________________________________________________________
 AE8375* NAD 83(2001)-  35 14 30.33711(N)    079 59 04.29472(W)     ADJUSTED  
 AE8375* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 AE8375  ___________________________________________________________________
 AE8375  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AE8375  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AE8375  HORZ ORDER  -  SECOND
 AE8375
 AE8375.The horizontal coordinates were established by classical geodetic methods
 AE8375.and adjusted by the National Geodetic Survey in August 2005.
 AE8375
 AE8375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8375
 AE8375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8375
 AE8375.The geoid height was determined by GEOID03.
 AE8375
 AE8375;                    North         East     Units Scale Factor Converg.
 AE8375;SPC NC       -   165,925.174   520,003.646   MT  0.99987261   -0 34 05.7
 AE8375;SPC NC       -   544,372.84  1,706,045.30   sFT  0.99987261   -0 34 05.7
 AE8375;UTM  17      - 3,900,326.368   592,391.913   MT  0.99970520   +0 35 09.6
 AE8375
 AE8375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8375!SPC NC       -   0.99998208  x   0.99987261  =   0.99985469
 AE8375!UTM  17      -   0.99998208  x   0.99970520  =   0.99968728
 AE8375
 AE8375                          SUPERSEDED SURVEY CONTROL
 AE8375
 AE8375  NAD 83(1986)-  35 14 30.34806(N)    079 59 04.30610(W) AD(       ) 2
 AE8375  NGVD 29 (04/08/98)  145.0    (m)          476.     (f) VERT ANG    3  
 AE8375
 AE8375.Superseded values are not recommended for survey control.
 AE8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8375.See file dsdata.txt to determine how the superseded data were derived.
 AE8375
 AE8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9239200326(NAD 83)
 AE8375_MARKER: DE = TRAVERSE STATION DISK
 AE8375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8375_STAMPING: BLAKE 1983
 AE8375_MARK LOGO: NCGS  
 AE8375_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8375+STABILITY: SURFACE MOTION
 AE8375
 AE8375  HISTORY     - Date     Condition        Report By
 AE8375  HISTORY     - 1983     MONUMENTED       NCGS
 AE8375
 AE8375                          STATION DESCRIPTION
 AE8375
 AE8375'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8375'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH-NORTHEAST OF MT.
 AE8375'GILEAD ABOUT 4.8 KM (3.00 MI) SOUTH-SOUTHWEST OF TROY.$ALONG NC 109
 AE8375'FOR 3.1 KM (1.90 MI) NORTHEAST FROM NC 73 (IN MT. GILEAD) , IN THE
 AE8375'WEST SHOULDER, OR 0.15 KM (0.10 MI) NORTHEAST OF SR 1127.$MARK IS
 AE8375'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 6.2
 AE8375'M (20.3 FT) NORTHWEST OF THE CENTERLINE OF NC 109, 27.6 M (90.6 FT)
 AE8375'EAST OF NORTHWEST CORNER OF BLOCK CHURCH, 26.3 M (86.3 FT) NORTHEAST
 AE8375'OF NORTH END OF CULVERT UNDER WALK TO CHURCH, 3.3 M (10.8 FT)
 AE8375'SOUTHEAST OF A POWER POLE (NO. 6059), AND 18.5 M (60.7 FT) WEST OF A
 AE8375'POWER POLE (NO. 6058) WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3055 ***********************************************************************
 EZ3055  DESIGNATION -  BLAKELY
 EZ3055  PID         -  EZ3055
 EZ3055  STATE/COUNTY-  NC/CHATHAM
 EZ3055  USGS QUAD   -  SILK HOPE (1974)
 EZ3055
 EZ3055                         *CURRENT SURVEY CONTROL
 EZ3055  ___________________________________________________________________
 EZ3055* NAD 83(2001)-  35 48 50.37805(N)    079 15 16.28647(W)     ADJUSTED  
 EZ3055* NAVD 88     -       159.31   (+/-2cm)     522.7    (feet)  VERTCON   
 EZ3055  ___________________________________________________________________
 EZ3055  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EZ3055  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EZ3055  HORZ ORDER  -  THIRD
 EZ3055  VERT ORDER  -  THIRD ? (See Below)
 EZ3055
 EZ3055.The horizontal coordinates were established by classical geodetic methods
 EZ3055.and adjusted by the National Geodetic Survey in August 2005.
 EZ3055
 EZ3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3055.The vertical order pertains to the NGVD 29 superseded value.
 EZ3055
 EZ3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3055
 EZ3055.The geoid height was determined by GEOID03.
 EZ3055
 EZ3055;                    North         East     Units Scale Factor Converg.
 EZ3055;SPC NC       -   228,992.743   586,600.477   MT  0.99992063   -0 08 48.9
 EZ3055;SPC NC       -   751,287.02  1,924,538.40   sFT  0.99992063   -0 08 48.9
 EZ3055;UTM  17      - 3,964,723.769   657,691.949   MT  0.99990642   +1 01 17.7
 EZ3055
 EZ3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3055!SPC NC       -   0.99997981  x   0.99992063  =   0.99990045
 EZ3055!UTM  17      -   0.99997981  x   0.99990642  =   0.99988624
 EZ3055
 EZ3055|---------------------------------------------------------------------|
 EZ3055| PID    Reference Object                     Distance      Geod. Az  |
 EZ3055|                                                           dddmmss.s |
 EZ3055| EZ6406 CAPTAIN                              91.799 METERS 03734     |
 EZ3055| EZ2882 HUNT                                APPROX. 4.8 KM 0461637.7 |
 EZ3055| EZ2881 CHAPEL HILL TV STA WUNC TOWER       APPROX. 9.8 KM 0533755.1 |
 EZ3055| EZ5866 BLAKELEY AZ MK                                     0800626.3 |
 EZ3055| EZ5867 BLAKELEY RM 1                        23.250 METERS 22158     |
 EZ3055| EZ5868 BLAKELEY RM 2                        23.715 METERS 31850     |
 EZ3055| EZ3057 MT OLIVE BAPTIST CHURCH SPIRE       APPROX. 4.1 KM 3454727.1 |
 EZ3055|---------------------------------------------------------------------|
 EZ3055
 EZ3055                          SUPERSEDED SURVEY CONTROL
 EZ3055
 EZ3055  NAD 83(1986)-  35 48 50.38058(N)    079 15 16.29652(W) AD(       ) 3
 EZ3055  NAD 27      -  35 48 49.86770(N)    079 15 17.23700(W) AD(       ) 3
 EZ3055  NGVD 29 (07/19/86)  159.55   (m)          523.5    (f) LEVELING    3  
 EZ3055
 EZ3055.Superseded values are not recommended for survey control.
 EZ3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3055.See file dsdata.txt to determine how the superseded data were derived.
 EZ3055
 EZ3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5769264724(NAD 83)
 EZ3055_MARKER: DS = TRIANGULATION STATION DISK
 EZ3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ3055_STAMPING: BLAKELY 1962
 EZ3055_MARK LOGO: NGS   
 EZ3055_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3055+STABILITY: SURFACE MOTION
 EZ3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3055+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
 EZ3055
 EZ3055  HISTORY     - Date     Condition        Report By
 EZ3055  HISTORY     - 1962     MONUMENTED       CGS
 EZ3055  HISTORY     - 1976     GOOD             NGS
 EZ3055  HISTORY     - 1982     GOOD             NCGS
 EZ3055  HISTORY     - 19920103 GOOD             NCGS
 EZ3055
 EZ3055                          STATION DESCRIPTION
 EZ3055
 EZ3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3055'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY NO. 87,
 EZ3055'ABOUT 7-1/2 MILES NORTHWEST OF PITTSBORO, 6-1/2 MILES
 EZ3055'EAST-NORTHEAST OF SILK HOPE AND ON PROPERTY OF MT. OLIVE
 EZ3055'CHURCH.  STATION IS 89 FEET SOUTH OF THE CENTER LINE OF AN
 EZ3055'EAST-WEST GRAVEL ROAD, 62 FEET EAST OF A POWER POLE, 24 FEET
 EZ3055'SOUTH OF AN 18 INCH OAK TREE AND 4.2 FEET NORTH OF A METAL
 EZ3055'WITNESS POST AND SIGN.  THE MARK IS A STANDARD DISK, SET IN
 EZ3055'THE TOP OF A 12X12 INCH CONCRETE MONUMENT PROJECTING 3 INCHES
 EZ3055'AND IS STAMPED BLAKELY 1962.
 EZ3055'
 EZ3055'TO REACH THE STATION FROM THE COURTHOUSE IN PITTSBORO, GO
 EZ3055'WEST ON U.S. HIGHWAY 64 AND STATE HIGHWAY 87 FOR 0.5 MILE TO
 EZ3055'THEIR JUNCTION.  TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY
 EZ3055'87 FOR 7.5 MILES TO A CROSS ROAD AND A BLAKELY MEMORIAL SIGN
 EZ3055'ON THE RIGHT.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.05
 EZ3055'MILE TO A WOODS ROAD ON LEFT.  TURN LEFT ON WOODS ROAD FOR 89
 EZ3055'FEET TO STATION ON LEFT AS DESCRIBED.
 EZ3055'
 EZ3055'REFERENCE MARK NO. 1 IS 21-1/2 FEET WEST OF A TWIN OAK TREE,
 EZ3055'21 FEET EAST OF THE CENTER LINE OF THE WOODS ROAD, 13-1/2
 EZ3055'FEET EAST OF AN 8 INCH OAK TREE AND 2-1/2 FEET WEST OF A PINE
 EZ3055'TREE.  THE MARK IS A STANDARD DISK, SET IN TOP OF A 12X12
 EZ3055'INCH CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 EZ3055'BLAKELY NO 1 1962.
 EZ3055'
 EZ3055'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE CENTER-LINE OF
 EZ3055'THE GRAVEL ROAD, 18-1/2 FEET EAST OF A 14 INCH OAK TREE AND
 EZ3055'17 FEET NORTH OF THE CENTER OF A TRACK ROAD.  THE MARK IS A
 EZ3055'STANDARD DISK, SET IN THE TOP OF A 12X12 INCH CONCRETE
 EZ3055'MONUMENT PROJECTING 2 INCHES AND IS STAMPED BLAKELY NO 2 1962.
 EZ3055'
 EZ3055'AZIMUTH MARK IS 78-1/2 FEET EAST OF THE CENTER OF AN OLD
 EZ3055'WELL, 29 FEET NORTH OF THE CENTER LINE OF COUNTY ROUTE
 EZ3055'NO. 1546, 29 FEET SOUTHWEST OF A 30 INCH OAK TREE, 3.8 FEET
 EZ3055'SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND IS IN THE
 EZ3055'SOUTHEAST CORNER OF THE BROWNS CHAPEL METHODIST CHURCH
 EZ3055'YARD.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 EZ3055'12X12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 EZ3055'STAMPED BLAKELY 1962.  (CONSIDERABLE CLEARING NECESSARY TO
 EZ3055'MAKE AZIMUTH MARK VISIBLE FROM GROUND.)
 EZ3055'
 EZ3055'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON GRAVEL ROAD
 EZ3055'FOR 0.05 MILE TO CROSS ROAD, CONTINUE EAST (STRAIGHT AHEAD) ON
 EZ3055'COUNTY ROUTE NO. 1546 (PAVED) FOR 0.4 MILE TO MARK ON LEFT.
 EZ3055'
 EZ3055'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3055
 EZ3055                          STATION RECOVERY (1976)
 EZ3055
 EZ3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 EZ3055'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 EZ3055'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  IT APPEARS
 EZ3055'THAT A LAWN MOWER OR SOME TYPE OF FARM MACHINERY HAS STRUCK
 EZ3055'THE DISK OF AZIMUTH MARK AND CURLED UP ONE SIDE OF
 EZ3055'DISK.  CONSIDERABLE CLEARING WOULD BE NECESSARY TO MAKE AZIMUTH
 EZ3055'MARK VISIBLE FROM STATION AS THE STATION IS LOCATED IN A
 EZ3055'HEAVILY WOODED AREA.  THE ORIGINAL STATION DESCRIPTION IS
 EZ3055'ADEQUATE.
 EZ3055'
 EZ3055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ3055'6-1/2 MILES ENE OF SILK HOPE.
 EZ3055
 EZ3055                          STATION RECOVERY (1982)
 EZ3055
 EZ3055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ3055'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 EZ3055'MARK NO 1 WAS FOUND IN GOOD CONDITION, REFERENCE MARK NO 2 AND
 EZ3055'AZIMUTH MARK ARE DESTROYED, AREA HAS BEEN CUT OVER AND WOODS ARE
 EZ3055'GONE, WOODS ROAD IS NO LONGER DISCERNABLE.  NEW DESCRIPTION
 EZ3055'FOLLOWS.
 EZ3055'THE STATION IS LOCATED APPROXIMATELY 6.9 MILES WEST-NORTHWEST OF
 EZ3055'BYNUM AND 7.8 MILES NORTHWEST OF PITTSBORO.
 EZ3055'
 EZ3055'TO REACH THE STATION FROM THE CHATHAM-ALAMANCE COUNTY LINE
 EZ3055'PROCEED SOUTH-SOUTHEAST ALONG NC 87 FOR 2.2 MILES, OR NORTHWEST
 EZ3055'ALONG NC 87 FROM JUNCTION WITH US 64, FOR 7.60 MILES TO SR 1545,
 EZ3055'SR 1547 CROSSROADS, THENCE WEST ALONG SR 1546 FOR 0.05 MILE, ON
 EZ3055'LEFT AT PROPOSED SITE OF MOUNT OLIVE CHURCH.
 EZ3055'
 EZ3055'THE STATION IS A STANDARD NGS DISK STAMPED---BLAKELY 1962---SET
 EZ3055'IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE THE
 EZ3055'GROUND.  MARK IS 88.0 FEET SOUTHWEST FROM CENTERLINE OF ROAD,
 EZ3055'4.0 FEET NORTHEAST FROM A WITNESS POST AND 62.0 FEET SOUTH
 EZ3055'OF POWER POLE WITH REFERENCE TAG.
 EZ3055
 EZ3055                          STATION RECOVERY (1992)
 EZ3055
 EZ3055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 EZ3055'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS SURROUNDED BY YOUNG
 EZ3055'PINE TREES ABOUT 15 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2237 ***********************************************************************
 EZ2237  DESIGNATION -  BLALOCK
 EZ2237  PID         -  EZ2237
 EZ2237  STATE/COUNTY-  NC/WAKE
 EZ2237  USGS QUAD   -  ANGIER (1993)
 EZ2237
 EZ2237                         *CURRENT SURVEY CONTROL
 EZ2237  ___________________________________________________________________
 EZ2237* NAD 83(2001)-  35 35 27.74686(N)    078 41 25.19294(W)     ADJUSTED  
 EZ2237* NAVD 88     -       108.950  (meters)     357.45   (feet)  ADJUSTED  
 EZ2237  ___________________________________________________________________
 EZ2237  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 EZ2237  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 EZ2237  DYNAMIC HT  -         108.854 (meters)     357.13  (feet)  COMP
 EZ2237  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 EZ2237
 EZ2237  HORZ ORDER  -  SECOND
 EZ2237  VERT ORDER  -  SECOND    CLASS II
 EZ2237
 EZ2237.The horizontal coordinates were established by classical geodetic methods
 EZ2237.and adjusted by the National Geodetic Survey in August 2005.
 EZ2237
 EZ2237.The orthometric height was determined by differential leveling
 EZ2237.and adjusted in June 1991.
 EZ2237
 EZ2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2237
 EZ2237.The geoid height was determined by GEOID03.
 EZ2237
 EZ2237.The dynamic height is computed by dividing the NAVD 88
 EZ2237.geopotential number by the normal gravity value computed on the
 EZ2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2237.degrees latitude (g = 980.6199 gals.).
 EZ2237
 EZ2237.The modeled gravity was interpolated from observed gravity values.
 EZ2237
 EZ2237;                    North         East     Units Scale Factor Converg.
 EZ2237;SPC NC       -   204,271.970   637,662.398   MT  0.99989007   +0 10 43.4
 EZ2237;SPC NC       -   670,182.29  2,092,064.05   sFT  0.99989007   +0 10 43.4
 EZ2237;UTM  17      - 3,941,045.868   709,252.822   MT  1.00013961   +1 20 40.9
 EZ2237
 EZ2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2237!SPC NC       -   0.99998808  x   0.99989007  =   0.99987815
 EZ2237!UTM  17      -   0.99998808  x   1.00013961  =   1.00012769
 EZ2237
 EZ2237|---------------------------------------------------------------------|
 EZ2237| PID    Reference Object                     Distance      Geod. Az  |
 EZ2237|                                                           dddmmss.s |
 EZ2237| EZ2238 188 DRD                              22.008 METERS 02512     |
 EZ2237| EZ2239 RUFUS                               APPROX. 0.7 KM 2861404.4 |
 EZ2237|---------------------------------------------------------------------|
 EZ2237
 EZ2237                          SUPERSEDED SURVEY CONTROL
 EZ2237
 EZ2237  NAD 83(1986)-  35 35 27.74850(N)    078 41 25.20275(W) AD(       ) 2
 EZ2237  NAD 27      -  35 35 27.18798(N)    078 41 26.16944(W) AD(       ) 2
 EZ2237  NGVD 29 (??/??/92)  109.211  (m)          358.30   (f) ADJ UNCH    2 2
 EZ2237
 EZ2237.Superseded values are not recommended for survey control.
 EZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2237.See file dsdata.txt to determine how the superseded data were derived.
 EZ2237
 EZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0925341046(NAD 83)
 EZ2237_MARKER: DE = TRAVERSE STATION DISK
 EZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2237_STAMPING: BLALOCK 1976
 EZ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2237+STABILITY: SURFACE MOTION
 EZ2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2237+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005
 EZ2237
 EZ2237  HISTORY     - Date     Condition        Report By
 EZ2237  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2237  HISTORY     - 1976     GOOD             NCGS
 EZ2237  HISTORY     - 20050127 GOOD             GEOCAC
 EZ2237  HISTORY     - 20071115 GOOD             GEOCAC
 EZ2237
 EZ2237                          STATION DESCRIPTION
 EZ2237
 EZ2237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2237'BLALOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2237'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA.
 EZ2237'
 EZ2237'BLALOCK IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WILLOW SPRINGS
 EZ2237'AND 9.5 MILES SSW OF GARNER.  TO REACH STATION FROM INTERSECTION OF
 EZ2237'NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH U.S. 401 EAST OF
 EZ2237'FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR 4.0 MILES TO
 EZ2237'INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS AND STATION ON
 EZ2237'LEFT, IN NORTHEAST QUADRANT OF INTERSECTION AND IN FRONT OF A
 EZ2237'SMALL AUTO REPAIR GARAGE.
 EZ2237'
 EZ2237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2237'BLALOCK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2237'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 EZ2237'HIGHER THAN ROAD SURFACE.
 EZ2237'
 EZ2237'MARK IS 29.4 FT NNE OF C/L OF NC 42
 EZ2237'
 EZ2237'67.6 FT E OF C/L OF SR 1006
 EZ2237'
 EZ2237'60.0 FT E OF C/L CROSSROADS INTERSECTION (PULLED FROM PK
 EZ2237'NAIL IN CAP)
 EZ2237'
 EZ2237'40.0 FT SSE OF TELEPHONE PEDESTAL 57 WITH POLE AND WITH
 EZ2237'ALUMINUM REF. TAG
 EZ2237'
 EZ2237'104.5 FT NW OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE
 EZ2237'CULVERT UNDER EAST ENTRANCE TO AUTO REPAIR GARAGE
 EZ2237'
 EZ2237'72.6 FT SSW OF BM 188 DRD IN CENTER OF GAS PUMP ISLAND
 EZ2237'IN FRONT OF GARAGE
 EZ2237
 EZ2237                          STATION RECOVERY (1976)
 EZ2237
 EZ2237'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2237'2.3 MI E FROM WILLOW SPRINGS.
 EZ2237'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR
 EZ2237'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC
 EZ2237'42 FOR 4.0 MILES TO INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS
 EZ2237'AND STATION ON LEFT, IN NORTHEAST QUADRANT OF INTERSECTION AND IN
 EZ2237'FRONT OF A SMALL AUTO REPAIR GARAGE.  29.4 FT. NNE OF CENTERLINE OF NC
 EZ2237'42, 67.6 FT. E OF CENTERLINE OF SR 1006, 60.0 FT. E OF CENTERLINE
 EZ2237'CROSSROADS INTERSECTION (PULLED FROM PK NAIL IN CAP), 40.0 FT. SSE OF
 EZ2237'TELEPHONE PEDESTAL NO. 57 WITH POLE AND WITH ALUMINUM REF. TAG, 104.5
 EZ2237'FT. NW OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE CULVERT UNDER
 EZ2237'EAST ENTRANCE TO AUTO REPAIR GARAGE AND 72.6 FT. SSW OF BM 188 DRD IN
 EZ2237'CENTER OF GAS PUMP ISLAND IN FRONT OF GARAGE.  DISK IS SET IN CONCRETE
 EZ2237'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET HIGHER
 EZ2237'THAN ROAD SURFACE.
 EZ2237
 EZ2237                          STATION RECOVERY (2005)
 EZ2237
 EZ2237'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2237'BUILDING IS VACANT. DISK OKAY, BUT PITTED. MONUMENT PROJECTS FOUR
 EZ2237'INCHES.
 EZ2237
 EZ2237                          STATION RECOVERY (2007)
 EZ2237
 EZ2237'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 EZ2237'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1011 ***********************************************************************
 FY1011  DESIGNATION -  BLALOCK
 FY1011  PID         -  FY1011
 FY1011  STATE/COUNTY-  NC/ALAMANCE
 FY1011  USGS QUAD   -  BURLINGTON (1981)
 FY1011
 FY1011                         *CURRENT SURVEY CONTROL
 FY1011  ___________________________________________________________________
 FY1011* NAD 83(2001)-  36 06 39.10046(N)    079 28 52.07116(W)     ADJUSTED  
 FY1011* NAVD 88     -       211.623  (meters)     694.30   (feet)  ADJUSTED  
 FY1011  ___________________________________________________________________
 FY1011  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 FY1011  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 FY1011  DYNAMIC HT  -         211.456 (meters)     693.75  (feet)  COMP
 FY1011  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 FY1011
 FY1011  HORZ ORDER  -  SECOND
 FY1011  VERT ORDER  -  SECOND    CLASS 0
 FY1011
 FY1011.The horizontal coordinates were established by classical geodetic methods
 FY1011.and adjusted by the National Geodetic Survey in August 2005.
 FY1011
 FY1011.The orthometric height was determined by differential leveling
 FY1011.and adjusted in June 1991.
 FY1011
 FY1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1011
 FY1011.The geoid height was determined by GEOID03.
 FY1011
 FY1011.The dynamic height is computed by dividing the NAVD 88
 FY1011.geopotential number by the normal gravity value computed on the
 FY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1011.degrees latitude (g = 980.6199 gals.).
 FY1011
 FY1011.The modeled gravity was interpolated from observed gravity values.
 FY1011
 FY1011;                    North         East     Units Scale Factor Converg.
 FY1011;SPC NC       -   262,006.500   566,282.306   MT  0.99998490   -0 16 39.7
 FY1011;SPC NC       -   859,599.66  1,857,877.87   sFT  0.99998490   -0 16 39.7
 FY1011;UTM  17      - 3,997,312.732   636,705.144   MT  0.99983027   +0 53 43.0
 FY1011
 FY1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1011!SPC NC       -   0.99997154  x   0.99998490  =   0.99995644
 FY1011!UTM  17      -   0.99997154  x   0.99983027  =   0.99980182
 FY1011
 FY1011:                Primary Azimuth Mark                     Grid Az
 FY1011:SPC NC       -  LOY                                      058 10 30.5
 FY1011:UTM  17      -  LOY                                      057 00 07.8
 FY1011
 FY1011|---------------------------------------------------------------------|
 FY1011| PID    Reference Object                     Distance      Geod. Az  |
 FY1011|                                                           dddmmss.s |
 FY1011| FY1010 LOY                                 APPROX. 0.5 KM 0575350.8 |
 FY1011| FY1012 SHOPPERS                            APPROX. 0.6 KM 2233111.1 |
 FY1011|---------------------------------------------------------------------|
 FY1011
 FY1011                          SUPERSEDED SURVEY CONTROL
 FY1011
 FY1011  NAD 83(1993)-  36 06 39.10144(N)    079 28 52.07929(W) AD(       ) 2
 FY1011  NAD 83(1986)-  36 06 39.09996(N)    079 28 52.07939(W) AD(       ) 2
 FY1011  NAD 27      -  36 06 38.60942(N)    079 28 53.00048(W) AD(       ) 2
 FY1011  NGVD 29 (??/??/92)  211.875  (m)          695.13   (f) ADJ UNCH    2 0
 FY1011
 FY1011.Superseded values are not recommended for survey control.
 FY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1011.See file dsdata.txt to determine how the superseded data were derived.
 FY1011
 FY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3670597313(NAD 83)
 FY1011_MARKER: DE = TRAVERSE STATION DISK
 FY1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1011_STAMPING: BLALOCK 1964
 FY1011_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1011+STABILITY: SURFACE MOTION
 FY1011
 FY1011  HISTORY     - Date     Condition        Report By
 FY1011  HISTORY     - 1964     MONUMENTED       NCGS
 FY1011  HISTORY     - 1973     GOOD             NCGS
 FY1011  HISTORY     - 1987     GOOD             USPSQD
 FY1011  HISTORY     - 19910706 GOOD             USPSQD
 FY1011  HISTORY     - 20020819 SEE DESCRIPTION  NCGS
 FY1011
 FY1011                          STATION DESCRIPTION
 FY1011
 FY1011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY1011'BLALOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY1011'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY1011'
 FY1011'BLALOCK IS 2.6 MILES WNW OF BURLINGTON AND 1.5 MILES ENE OF
 FY1011'ELON.  LOCATED 0.3 MILES SW ALONG NC 100 FROM Y INTERSECTION OF
 FY1011'NC 87.  0.3 MILES NW OF SR 1342.  ON NW SIDE OF NC 100.  IN YARD OF
 FY1011'MR. BLALOCKS RESIDENCE.  AND ON TOP OF DITCH BANK.
 FY1011'
 FY1011'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY1011'BLALOCK 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY1011'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY1011'
 FY1011'MARK IS
 FY1011'
 FY1011'31.0 FT N OF C/L OF NC 100
 FY1011'
 FY1011'32.2 FT W OF C/L OF DRIVEWAY
 FY1011'
 FY1011'43.9 FT E OF 3 LEAD NAILS IN PP 79
 FY1011'
 FY1011'14.3 FT SE OF 3 LEAD NAILS IN 18 INCH PINE
 FY1011'
 FY1011'12.4 FT SW OF 3 LEAD NAILS IN 10 INCH PINE
 FY1011'
 FY1011'58.1 FT SW OF SE CORNER OF HOUSE
 FY1011'
 FY1011'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY1011
 FY1011                          STATION RECOVERY (1973)
 FY1011
 FY1011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FY1011'1.5 MI ENE FROM ELON COLLEGE.
 FY1011'TO REACH STATION FROM Y-INTERSECTION OF NC 87 AND NC 100 AT
 FY1011'GLEN RAVEN NW OF BURLINGTON, PROCEED WEST ALONG NC 100 FOR 0.35
 FY1011'MILES TO STATION ON RIGHT IN YARD OF BLALOCK RESIDENCE, 0.3
 FY1011'MILES NE OF INTERSECTION WITH SR 1342 (GILLIAM ROAD), 31.0 FT
 FY1011'NW OF C/L OF NC 100, 32.2 FT SW OF C/L OF DRIVEWAY, 43.9 ENE
 FY1011'OF PP 79 W/ALUMINUM REF. TAG, 14.3 FT SE OF 18 IN PINE, 12.4
 FY1011'FT SW OF 10 IN PINE, AND 50.0 FT W OF PP W/ALUMINUM REF. TAG.
 FY1011'DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 FY1011'GROUND.
 FY1011
 FY1011                          STATION RECOVERY (1987)
 FY1011
 FY1011'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY1011'RECOVERED IN GOOD CONDITION.
 FY1011
 FY1011                          STATION RECOVERY (1991)
 FY1011
 FY1011'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY1011'RECOVERED IN GOOD CONDITION.
 FY1011
 FY1011                          STATION RECOVERY (2002)
 FY1011
 FY1011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY1011'STATION WAS NOT FOUND AND MAY BE LOST. OWNER REPORTS U/G UTILITY WORK
 FY1011'IN REFERENCE AREA WITHIN LAST THREE YEARS. BLALOCK RESIDENCE IS HOUSE
 FY1011'2659.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4744 ***********************************************************************
 EZ4744  DESIGNATION -  BLALOCK
 EZ4744  PID         -  EZ4744
 EZ4744  STATE/COUNTY-  NC/HARNETT
 EZ4744  USGS QUAD   -  COATS (1987)
 EZ4744
 EZ4744                         *CURRENT SURVEY CONTROL
 EZ4744  ___________________________________________________________________
 EZ4744* NAD 83(2007)-  35 27 38.82769(N)    078 41 46.67670(W)     ADJUSTED  
 EZ4744* NAVD 88     -        97.27   (meters)     319.1    (feet)  LEVELING  
 EZ4744  ___________________________________________________________________
 EZ4744  EPOCH DATE  -        2002.00
 EZ4744  X           -   1,019,443.112 (meters)                     COMP
 EZ4744  Y           -  -5,100,099.899 (meters)                     COMP
 EZ4744  Z           -   3,679,662.179 (meters)                     COMP
 EZ4744  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EZ4744  ELLIP HEIGHT-          64.022 (meters)          (05/29/07) ADJUSTED
 EZ4744  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ4744  HORZ ORDER  -  FIRST
 EZ4744  VERT ORDER  -  THIRD ?
 EZ4744  ELLP ORDER  -  FOURTH    CLASS II
 EZ4744
 EZ4744.The horizontal coordinates were established by GPS observations
 EZ4744.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 EZ4744
 EZ4744.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4744.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4744.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4744.The epoch date for horizontal control is a decimal equivalence
 EZ4744.of Year/Month/Day.
 EZ4744
 EZ4744.The orthometric height was determined by differential leveling.
 EZ4744.The vertical network tie was performed by a horz. field party for horz.
 EZ4744.obs reductions. Reset procedures were used to establish the elevation.
 EZ4744
 EZ4744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4744
 EZ4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4744
 EZ4744.The ellipsoidal height was determined by GPS observations
 EZ4744.and is referenced to NAD 83.
 EZ4744
 EZ4744.The geoid height was determined by GEOID03.
 EZ4744
 EZ4744;                    North         East     Units Scale Factor Converg.
 EZ4744;SPC NC       -   189,820.181   637,165.832   MT  0.99987922   +0 10 31.0
 EZ4744;SPC NC       -   622,768.38  2,090,434.90   sFT  0.99987922   +0 10 31.0
 EZ4744;UTM  17      - 3,926,583.289   709,049.841   MT  1.00013858   +1 20 13.1
 EZ4744
 EZ4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4744!SPC NC       -   0.99998995  x   0.99987922  =   0.99986917
 EZ4744!UTM  17      -   0.99998995  x   1.00013858  =   1.00012853
 EZ4744
 EZ4744:                Primary Azimuth Mark                     Grid Az
 EZ4744:SPC NC       -  ALLEN                                    123 26 06.3
 EZ4744:UTM  17      -  ALLEN                                    122 16 24.2
 EZ4744
 EZ4744|---------------------------------------------------------------------|
 EZ4744| PID    Reference Object                     Distance      Geod. Az  |
 EZ4744|                                                           dddmmss.s |
 EZ4744| EZ4746 ALLEN                               APPROX. 0.6 KM 1233637.3 |
 EZ4744|---------------------------------------------------------------------|
 EZ4744
 EZ4744                          SUPERSEDED SURVEY CONTROL
 EZ4744
 EZ4744  NAD 83(2001)-  35 27 38.82853(N)    078 41 46.67930(W) AD(       ) 2
 EZ4744  NAD 83(1986)-  35 27 38.83297(N)    078 41 46.68908(W) AD(       ) 2
 EZ4744  NAD 27      -  35 27 38.25586(N)    078 41 47.62574(W) AD(       ) 2
 EZ4744  NGVD 29 (07/19/86)   97.52   (m)          319.9    (f) LEVELING    3  
 EZ4744
 EZ4744.Superseded values are not recommended for survey control.
 EZ4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4744.See file dsdata.txt to determine how the superseded data were derived.
 EZ4744
 EZ4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0905026583(NAD 83)
 EZ4744_MARKER: DE = TRAVERSE STATION DISK
 EZ4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4744_STAMPING: BLALOCK 1972
 EZ4744_MARK LOGO: NCGS  
 EZ4744_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4744+STABILITY: SURFACE MOTION
 EZ4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4744+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004
 EZ4744
 EZ4744  HISTORY     - Date     Condition        Report By
 EZ4744  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4744  HISTORY     - 1985     GOOD             USPSQD
 EZ4744  HISTORY     - 20040408 GOOD             NCGS
 EZ4744
 EZ4744                          STATION DESCRIPTION
 EZ4744
 EZ4744'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4744'BLALOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4744'THE VICINITY OF ANGIER, NORTH CAROLINA.
 EZ4744'
 EZ4744'BLALOCK IS LOCATED APPROXIMATELY 4.1 MILES SOUTHEAST OF ANGIER.  TO
 EZ4744'REACH STATION FROM THE INTERSECTION OF NC 55 AND NC 210 IN ANGIER,
 EZ4744'PROCEED SOUTH ALONG NC 55 FOR 4.3 MILES TO STATION ON RIGHT, ON
 EZ4744'SLOPE OF 4 FOOT BANK, 0.3 MILE NORTHWEST OF SR 1006 INTERSECTION
 EZ4744'WITH NC 55, APPROXIMATELY 75 FEET NORTHWEST OF DIRT DRIVEWAY (W),
 EZ4744'APPROXIMATELY 300 FEET NORTH OF A POND AND APPROXIMATELY 150 FEET
 EZ4744'SSE OF DIRT ROAD (W).
 EZ4744'
 EZ4744'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4744'BLALOCK 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4744'WHICH IS FLUSH WITH THE GROUND.
 EZ4744'
 EZ4744'MARK IS--35.9 FEET WSW OF C/L OF NC 55.
 EZ4744'51.2 FEET N OF 12 INCH HICKORY TREE WITH ALUMINUM REF. TAG.
 EZ4744'17.3 FEET NE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ4744'56.4 FEET ESE OF SE CORNER OF FRAME DWELLING.
 EZ4744'84.0 FEET SE OF 16 INCH OAK WITH ALUMINUM REF. TAG.
 EZ4744
 EZ4744                          STATION RECOVERY (1985)
 EZ4744
 EZ4744'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ4744'RECOVERED IN GOOD CONDITION.
 EZ4744
 EZ4744                          STATION RECOVERY (2004)
 EZ4744
 EZ4744'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ4744'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS AND UPDATES.
 EZ4744' 
 EZ4744'STATION IS LOCATED ON TOP OF A 3-FT BANK, AND APPROXIMATELY 75-FT
 EZ4744'NORTHWEST OF DIRT DRIVE (CREATURE MEADOW LN-PVT).   MARK PROJECTS 1-IN
 EZ4744'(3 CM) ABOVE THE GROUND AND IS ABOUT 3-FEET HIGHER THAN NC 55.
 EZ4744'STATION IS LOCATED 18.7 FT (5.7 M) NORTHEAST OF TELEPHONE PEDESTAL
 EZ4744'(55S R102W), AND 17.3 FT (5.3 M) NORTHEAST OF A POWER POLE (Z563) WITH
 EZ4744'4 GUY WIRES AND REFERENCE TAG.  THE FRAME DWELLING IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3811 ***********************************************************************
 FB3811  DESIGNATION -  BLALOCK
 FB3811  PID         -  FB3811
 FB3811  STATE/COUNTY-  NC/MITCHELL
 FB3811  USGS QUAD   -  SPRUCE PINE (1994)
 FB3811
 FB3811                         *CURRENT SURVEY CONTROL
 FB3811  ___________________________________________________________________
 FB3811* NAD 83(2001)-  35 55 15.96076(N)    082 03 17.69612(W)     ADJUSTED  
 FB3811* NAVD 88     -       794.1    (meters)    2605.     (feet)  VERTCON   
 FB3811  ___________________________________________________________________
 FB3811  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 FB3811  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 FB3811  HORZ ORDER  -  SECOND
 FB3811
 FB3811.The horizontal coordinates were established by classical geodetic methods
 FB3811.and adjusted by the National Geodetic Survey in August 2005.
 FB3811
 FB3811.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3811
 FB3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3811
 FB3811.The geoid height was determined by GEOID03.
 FB3811
 FB3811;                    North         East     Units Scale Factor Converg.
 FB3811;SPC NC       -   245,088.406   333,944.519   MT  0.99994071   -1 45 47.5
 FB3811;SPC NC       -   804,094.21  1,095,616.31   sFT  0.99994071   -1 45 47.5
 FB3811;UTM  17      - 3,975,711.419   404,826.659   MT  0.99971161   -0 37 08.2
 FB3811
 FB3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3811!SPC NC       -   0.99988022  x   0.99994071  =   0.99982094
 FB3811!UTM  17      -   0.99988022  x   0.99971161  =   0.99959187
 FB3811
 FB3811                          SUPERSEDED SURVEY CONTROL
 FB3811
 FB3811  NAD 83(1995)-  35 55 15.96137(N)    082 03 17.69530(W) AD(       ) 2
 FB3811  NAD 83(1986)-  35 55 15.96926(N)    082 03 17.70010(W) AD(       ) 2
 FB3811  NGVD 29 (02/22/93)  794.1    (m)         2605.     (f) VERT ANG    3  
 FB3811
 FB3811.Superseded values are not recommended for survey control.
 FB3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3811.See file dsdata.txt to determine how the superseded data were derived.
 FB3811
 FB3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0482775711(NAD 83)
 FB3811_MARKER: DE = TRAVERSE STATION DISK
 FB3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3811_SP_SET: CONCRETE POST
 FB3811_STAMPING: BLALOCK 1981
 FB3811_MARK LOGO: NCGS  
 FB3811_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3811+STABILITY: SURFACE MOTION
 FB3811
 FB3811  HISTORY     - Date     Condition        Report By
 FB3811  HISTORY     - 1981     MONUMENTED       NCGS
 FB3811
 FB3811                          STATION DESCRIPTION
 FB3811
 FB3811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3811'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) EAST-NORTHEAST OF SPRUCE
 FB3811'PINE.
 FB3811'TO REACH THE STATION FROM THE US 19 EAST BRIDGE OVER THE NORTH TOE
 FB3811'RIVER (AT SPRUCE PINE), PROCEED NORTHEAST ALONG US 19 EAST FOR 1.6 KM
 FB3811'(1.0 MI) TO OLD US 19 EAST ON THE LEFT, THENCE NORTH ALONG OLD US 19
 FB3811'EAST FOR ABOUT 100 FT TO A DEAD END ROAD ON THE RIGHT. THENCE
 FB3811'NORTHEAST ALONG THE DEAD END ROAD FOR 0.08 KM (0.05 MI) TO THE STATION
 FB3811'ON THE RIGHT IN THE SHOULDER.
 FB3811'THE STATION IS A STANDARD NCGS DISK STAMPED---BLALOCK 1981---, SET
 FB3811'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5
 FB3811'CM BELOW GROUND.  LOCATED 3.1 METERS (10.2 FT) SOUTHEAST OF THE
 FB3811'CENTERLINE OF A PAVED ROAD, 2.9 METERS (9.5 FT) NORTHWEST OF A
 FB3811'RIGHT-OF-WAY FENCE, 16.9 METERS (55.4 FT) EAST-SOUTHEAST OF THE
 FB3811'SOUTHEAST CORNER OF A 1-STORY FRAME HOUSE--AND 20.1 METERS (65.9 FT)
 FB3811'SOUTHWEST OF A POWER POLE, 11.8 METERS (38.6 FT) NORTH OF A POWER
 FB3811'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2600 ***********************************************************************
 FA2600  DESIGNATION -  BLAMER
 FA2600  PID         -  FA2600
 FA2600  STATE/COUNTY-  NC/MECKLENBURG
 FA2600  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA2600
 FA2600                         *CURRENT SURVEY CONTROL
 FA2600  ___________________________________________________________________
 FA2600* NAD 83(2001)-  35 19 33.33933(N)    080 57 22.07222(W)     ADJUSTED  
 FA2600* NAVD 88     -       223.5    (meters)     733.     (feet)  VERTCON   
 FA2600  ___________________________________________________________________
 FA2600  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 FA2600  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FA2600  HORZ ORDER  -  SECOND
 FA2600
 FA2600.The horizontal coordinates were established by classical geodetic methods
 FA2600.and adjusted by the National Geodetic Survey in August 2005.
 FA2600
 FA2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2600
 FA2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2600
 FA2600.The geoid height was determined by GEOID03.
 FA2600
 FA2600;                    North         East     Units Scale Factor Converg.
 FA2600;SPC NC       -   176,569.795   431,774.572   MT  0.99987343   -1 07 44.5
 FA2600;SPC NC       -   579,296.07  1,416,580.41   sFT  0.99987343   -1 07 44.5
 FA2600;UTM  17      - 3,909,189.051   503,987.165   MT  0.99960020   +0 01 31.3
 FA2600
 FA2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2600!SPC NC       -   0.99996976  x   0.99987343  =   0.99984320
 FA2600!UTM  17      -   0.99996976  x   0.99960020  =   0.99956998
 FA2600
 FA2600|---------------------------------------------------------------------|
 FA2600| PID    Reference Object                     Distance      Geod. Az  |
 FA2600|                                                           dddmmss.s |
 FA2600| FA2601 ISLAND AZ MK                        389.074 METERS 14821     |
 FA2600| FA2589 ISLAND                              314.217 METERS 33031     |
 FA2600|---------------------------------------------------------------------|
 FA2600
 FA2600                          SUPERSEDED SURVEY CONTROL
 FA2600
 FA2600  NAD 83(1986)-  35 19 33.35647(N)    080 57 22.07880(W) AD(       ) 2
 FA2600  NAD 27      -  35 19 32.85650(N)    080 57 22.81304(W) AD(       ) 2
 FA2600  NGVD 29 (07/19/86)  223.7    (m)          734.     (f) VERT ANG    3  
 FA2600
 FA2600.Superseded values are not recommended for survey control.
 FA2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2600.See file dsdata.txt to determine how the superseded data were derived.
 FA2600
 FA2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0398709189(NAD 83)
 FA2600_MARKER: DE = TRAVERSE STATION DISK
 FA2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2600_STAMPING: BLAMER 1971
 FA2600_MARK LOGO: NCGS  
 FA2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2600+STABILITY: SURFACE MOTION
 FA2600
 FA2600  HISTORY     - Date     Condition        Report By
 FA2600  HISTORY     - 1971     MONUMENTED       NCGS
 FA2600  HISTORY     - 1975     GOOD             NCSHC
 FA2600  HISTORY     - 1987     GOOD             USPSQD
 FA2600  HISTORY     - 1987     GOOD             USPSQD
 FA2600  HISTORY     - 1990     GOOD             USPSQD
 FA2600  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA2600
 FA2600                          STATION DESCRIPTION
 FA2600
 FA2600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 FA2600'BLAMER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2600'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2600'
 FA2600'BLAMER IS LOCATED APPROXIMATELY 9.2 MILES NORTHWEST OF CHARLOTTE.  TO
 FA2600'REACH STATION PROCEED FROM THE INTERSECTION OF I-85 AND NC 16 (NW OF
 FA2600'CHARLOTTE), GO NORTHWEST ON NC 16 FOR 7.25 MILES TO STATION ON LEFT
 FA2600'(WEST) SIDE OF NC 16, 0.4 MILE NORTHWEST OF INTERSECTION OF NC 16
 FA2600'AND SR 2004 AND 0.35 MILE SOUTHEAST OF INTERSECTION OF NC 16 AND SR
 FA2600'2000, AT NORTHEAST CORNER OF A MOBILE HOME YARD.
 FA2600'
 FA2600'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLAMER
 FA2600'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2600'FLUSH WITH THE GROUND.
 FA2600'
 FA2600'MARK IS
 FA2600'20.1 FEET SW OF C/L OF NC 16.
 FA2600'18.1 FEET NNW OF C/L OF DRIVE TO MOBILE HOME PARK.
 FA2600'33.5 FEET NW OF ALUMINUM REF. TAG ON PP NO. 51.
 FA2600'38.5 FEET SSE OF TOP CENTER OF A CATCH BASIN COVER.
 FA2600'38.1 FEET E OF BASE OF A 24 INCH WHITE OAK TREE.
 FA2600'86.3 FEET NE OF ALUMINUM REF. TAG ON LAMP POST.
 FA2600
 FA2600                          STATION RECOVERY (1975)
 FA2600
 FA2600'RECOVERY NOTE BY NC STATE HWYS COMM 1975 (EAG)
 FA2600'BLAMER 1971 RECOVERED IN GOOD CONDITION.
 FA2600
 FA2600                          STATION RECOVERY (1987)
 FA2600
 FA2600'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA2600'RECOVERED IN GOOD CONDITION.
 FA2600
 FA2600                          STATION RECOVERY (1987)
 FA2600
 FA2600'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2600'RECOVERED IN GOOD CONDITION.
 FA2600
 FA2600                          STATION RECOVERY (1990)
 FA2600
 FA2600'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2600'RECOVERED IN GOOD CONDITION.
 FA2600
 FA2600                          STATION RECOVERY (2004)
 FA2600
 FA2600'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2600'MOBILE HOME PARK IS GONE.  SEARCHED SW OF NC 16 WITH MICRONTA 4001.
 FA2600' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1412 ***********************************************************************
 EA1412  DESIGNATION -  BLANCHARD
 EA1412  PID         -  EA1412
 EA1412  STATE/COUNTY-  NC/CARTERET
 EA1412  USGS QUAD   -  MANSFIELD (1994)
 EA1412
 EA1412                         *CURRENT SURVEY CONTROL
 EA1412  ___________________________________________________________________
 EA1412* NAD 83(2001)-  34 44 03.35129(N)    076 50 37.41093(W)     ADJUSTED  
 EA1412* NAVD 88     -         8.161  (meters)      26.77   (feet)  ADJUSTED  
 EA1412  ___________________________________________________________________
 EA1412  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 EA1412  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EA1412  DYNAMIC HT  -           8.153 (meters)      26.75  (feet)  COMP
 EA1412  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EA1412
 EA1412  HORZ ORDER  -  SECOND
 EA1412  VERT ORDER  -  SECOND    CLASS II
 EA1412
 EA1412.The horizontal coordinates were established by classical geodetic methods
 EA1412.and adjusted by the National Geodetic Survey in August 2005.
 EA1412
 EA1412.The orthometric height was determined by differential leveling
 EA1412.and adjusted in June 1991.
 EA1412
 EA1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1412
 EA1412.The geoid height was determined by GEOID03.
 EA1412
 EA1412.The dynamic height is computed by dividing the NAVD 88
 EA1412.geopotential number by the normal gravity value computed on the
 EA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1412.degrees latitude (g = 980.6199 gals.).
 EA1412
 EA1412.The modeled gravity was interpolated from observed gravity values.
 EA1412
 EA1412;                    North         East     Units Scale Factor Converg.
 EA1412;SPC NC       -   111,329.927   807,045.159   MT  0.99991311   +1 14 40.3
 EA1412;SPC NC       -   365,254.94  2,647,780.66   sFT  0.99991311   +1 14 40.3
 EA1412;UTM  18      - 3,845,122.349   331,204.616   MT  0.99995118   -1 03 02.7
 EA1412
 EA1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1412!SPC NC       -   1.00000459  x   0.99991311  =   0.99991770
 EA1412!UTM  18      -   1.00000459  x   0.99995118  =   0.99995577
 EA1412
 EA1412                          SUPERSEDED SURVEY CONTROL
 EA1412
 EA1412  NAD 83(1986)-  34 44 03.36220(N)    076 50 37.42006(W) AD(       ) 2
 EA1412  NAVD 88 (04/01/97)    8.16   (m)           26.8    (f) LEVELING    3  
 EA1412
 EA1412.Superseded values are not recommended for survey control.
 EA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1412.See file dsdata.txt to determine how the superseded data were derived.
 EA1412
 EA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3120545122(NAD 83)
 EA1412_MARKER: DE = TRAVERSE STATION DISK
 EA1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1412_SP_SET: CONCRETE POST
 EA1412_STAMPING: BLANCHARD 1981
 EA1412_MARK LOGO: NCGS  
 EA1412_PROJECTION: RECESSED 15 CENTIMETERS
 EA1412_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1412+STABILITY: SURFACE MOTION
 EA1412
 EA1412  HISTORY     - Date     Condition        Report By
 EA1412  HISTORY     - 1981     MONUMENTED       NCGS
 EA1412  HISTORY     - 1981     GOOD             NCGS
 EA1412  HISTORY     - 19820315 GOOD             NCGS
 EA1412  HISTORY     - 20031007 MARK NOT FOUND   USPSQD
 EA1412
 EA1412                          STATION DESCRIPTION
 EA1412
 EA1412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1412'3.7 MI SOUTH FROM NEWPORT.
 EA1412'2.8 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 2.35
 EA1412'MILES EAST OF SOUND VIEW BAPTIST CHURCH IN HIGHWAY SHOULDER DIRECTLY
 EA1412'IN FRONT OF BLANCHARDS NURSERY, GARDEN CENTER AND CERAMICS SHOP, 19.9
 EA1412'FEET NORTH OF CENTERLINE OF HIGHWAY, 30.5 FEET EAST OF CENTERLINE OF
 EA1412'WEST DRIVEWAY, 40.5 FEET WEST OF CENTERLINE OF EAST DRIVEWAY, 59.8
 EA1412'FEET SOUTHEAST OF POWER POLE (2486) WITH REFERENCE TAG, 18.0 FEET
 EA1412'SOUTH OF FLAG POLE AND 57.0 FEET WEST OF POWER POLE BRACE WITH
 EA1412'REFERENCE TAG.
 EA1412'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1412
 EA1412                          STATION RECOVERY (1982)
 EA1412
 EA1412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1412'RECOVERED AS DESCRIBED.
 EA1412
 EA1412                          STATION RECOVERY (2003)
 EA1412
 EA1412'RECOVERY NOTE BY US POWER SQUADRON 2003 (LKM)
 EA1412'NOW POWER HOUSE
 EA1412'788 HWY 24
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2436 ***********************************************************************
 FA2436  DESIGNATION -  BLANCHARD
 FA2436  PID         -  FA2436
 FA2436  STATE/COUNTY-  NC/MECKLENBURG
 FA2436  USGS QUAD   -  WEDDINGTON (1988)
 FA2436
 FA2436                         *CURRENT SURVEY CONTROL
 FA2436  ___________________________________________________________________
 FA2436* NAD 83(2001)-  35 05 54.17960(N)    080 50 17.52563(W)     ADJUSTED  
 FA2436* NAVD 88     -       184.4    (meters)     605.     (feet)  VERTCON   
 FA2436  ___________________________________________________________________
 FA2436  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FA2436  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA2436  HORZ ORDER  -  SECOND
 FA2436
 FA2436.The horizontal coordinates were established by classical geodetic methods
 FA2436.and adjusted by the National Geodetic Survey in August 2005.
 FA2436
 FA2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2436
 FA2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2436
 FA2436.The geoid height was determined by GEOID03.
 FA2436
 FA2436;                    North         East     Units Scale Factor Converg.
 FA2436;SPC NC       -   151,127.643   442,026.596   MT  0.99987616   -1 03 39.4
 FA2436;SPC NC       -   495,824.61  1,450,215.59   sFT  0.99987616   -1 03 39.4
 FA2436;UTM  17      - 3,883,965.451   514,746.688   MT  0.99960268   +0 05 34.9
 FA2436
 FA2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2436!SPC NC       -   0.99997581  x   0.99987616  =   0.99985198
 FA2436!UTM  17      -   0.99997581  x   0.99960268  =   0.99957850
 FA2436
 FA2436:                Primary Azimuth Mark                     Grid Az
 FA2436:SPC NC       -  KENDALL                                  215 34 15.2
 FA2436:UTM  17      -  KENDALL                                  214 25 00.9
 FA2436
 FA2436|---------------------------------------------------------------------|
 FA2436| PID    Reference Object                     Distance      Geod. Az  |
 FA2436|                                                           dddmmss.s |
 FA2436| FA2450 KENDALL                             APPROX. 1.0 KM 2143035.8 |
 FA2436|---------------------------------------------------------------------|
 FA2436
 FA2436                          SUPERSEDED SURVEY CONTROL
 FA2436
 FA2436  NAD 83(1986)-  35 05 54.19801(N)    080 50 17.53603(W) AD(       ) 2
 FA2436  NAD 27      -  35 05 53.67330(N)    080 50 18.26995(W) AD(       ) 2
 FA2436  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG    3  
 FA2436
 FA2436.Superseded values are not recommended for survey control.
 FA2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2436.See file dsdata.txt to determine how the superseded data were derived.
 FA2436
 FA2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1474783965(NAD 83)
 FA2436_MARKER: DE = TRAVERSE STATION DISK
 FA2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2436_STAMPING: BLANCHARD 1968
 FA2436_MARK LOGO: NCGS  
 FA2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2436+STABILITY: SURFACE MOTION
 FA2436
 FA2436  HISTORY     - Date     Condition        Report By
 FA2436  HISTORY     - 1968     MONUMENTED       NCGS
 FA2436  HISTORY     - 1990     GOOD             USPSQD
 FA2436
 FA2436                          STATION DESCRIPTION
 FA2436
 FA2436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2436'BLANCHARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2436'ESTABLISHED IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2436'
 FA2436'BLANCHARD IS LOCATED APPROXIMATELY 8.9 MILES SSE OF
 FA2436'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2436'SR 3611 (CARMEL RD.) WITH NC 51, GO NORTH ON CARMEL RD. FOR 0.9
 FA2436'MILE TO A. J. BLANCHARDS ESSO SERVICE STATION AND GROCERY STORE
 FA2436'AND STATION, WHICH IS ON THE SOUTHEAST SIDE OF SR 3611
 FA2436'(CARMEL RD.) NEXT TO WHITE BOARD FENCE ON SOUTH SIDE OF SERVICE
 FA2436'STATION AND IN LINE WITH THE FRONT OF STATION.
 FA2436'
 FA2436'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2436'BLANCHARD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA2436'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2436'
 FA2436'MARK IS
 FA2436'
 FA2436'76.3 FT SE OF C/L OF SR 3611 (CARMEL RD.)
 FA2436'
 FA2436'2.5 FT NE OF BOARD FENCE, WITH ALUMINUM REF. TAG
 FA2436'
 FA2436'15.8 FT SW OF SW CORNER OF SERVICE STATION
 FA2436'
 FA2436'33.2 FT W OF SE CORNER OF SERVICE STATION
 FA2436'
 FA2436'44.9 FT SE OF TP 51 ON SE SIDE OF CARMEL RD., AND WITH
 FA2436'ALUMINUM REF. TAG
 FA2436
 FA2436                          STATION RECOVERY (1990)
 FA2436
 FA2436'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2292 ***********************************************************************
 AI2292  DESIGNATION -  BLANCHE
 AI2292  PID         -  AI2292
 AI2292  STATE/COUNTY-  NC/GUILFORD
 AI2292  USGS QUAD   -  CLIMAX (1982)
 AI2292
 AI2292                         *CURRENT SURVEY CONTROL
 AI2292  ___________________________________________________________________
 AI2292* NAD 83(2007)-  35 55 44.06608(N)    079 44 18.96606(W)     ADJUSTED  
 AI2292* NAVD 88     -       245.1    (meters)     804.     (feet)  GPS OBS   
 AI2292  ___________________________________________________________________
 AI2292  EPOCH DATE  -        2002.00
 AI2292  X           -     921,123.667 (meters)                     COMP
 AI2292  Y           -  -5,088,099.726 (meters)                     COMP
 AI2292  Z           -   3,721,932.987 (meters)                     COMP
 AI2292  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AI2292  ELLIP HEIGHT-         214.702 (meters)          (02/10/07) ADJUSTED
 AI2292  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AI2292
 AI2292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2292  Type    PID    Designation                      North   East  Ellip
 AI2292  -------------------------------------------------------------------
 AI2292  NETWORK AI2292 BLANCHE                           2.20   2.08   3.12
 AI2292  -------------------------------------------------------------------
 AI2292
 AI2292.The horizontal coordinates were established by GPS observations
 AI2292.and adjusted by the National Geodetic Survey in February 2007.
 AI2292
 AI2292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2292.The horizontal coordinates are valid at the epoch date displayed above.
 AI2292.The epoch date for horizontal control is a decimal equivalence
 AI2292.of Year/Month/Day.
 AI2292
 AI2292.The orthometric height was determined by GPS observations and a
 AI2292.high-resolution geoid model.
 AI2292
 AI2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2292
 AI2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2292
 AI2292.The ellipsoidal height was determined by GPS observations
 AI2292.and is referenced to NAD 83.
 AI2292
 AI2292.The geoid height was determined by GEOID03.
 AI2292
 AI2292;                    North         East     Units Scale Factor Converg.
 AI2292;SPC NC       -   241,960.725   542,950.908   MT  0.99994231   -0 25 34.7
 AI2292;SPC NC       -   793,832.81  1,781,331.44   sFT  0.99994231   -0 25 34.7
 AI2292;UTM  17      - 3,976,798.341   613,791.670   MT  0.99975955   +0 44 24.9
 AI2292
 AI2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2292!SPC NC       -   0.99996630  x   0.99994231  =   0.99990862
 AI2292!UTM  17      -   0.99996630  x   0.99975955  =   0.99972586
 AI2292
 AI2292                          SUPERSEDED SURVEY CONTROL
 AI2292
 AI2292  NAD 83(2001)-  35 55 44.06613(N)    079 44 18.96588(W) AD(       ) 1
 AI2292  ELLIP H (03/13/03)  214.701  (m)                       GP(       ) 4 2
 AI2292  NAD 83(1986)-  35 55 44.07241(N)    079 44 18.97298(W) AD(       ) 1
 AI2292
 AI2292.Superseded values are not recommended for survey control.
 AI2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2292.See file dsdata.txt to determine how the superseded data were derived.
 AI2292
 AI2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1379276798(NAD 83)
 AI2292_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2292_STAMPING: BLANCHE 1991
 AI2292_MARK LOGO: NCGS  
 AI2292_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2292+STABILITY: SURFACE MOTION
 AI2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2292+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2292
 AI2292  HISTORY     - Date     Condition        Report By
 AI2292  HISTORY     - 1991     MONUMENTED       NCGS
 AI2292
 AI2292                          STATION DESCRIPTION
 AI2292
 AI2292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2292'STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF
 AI2292'GREENSBORO, AND 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF PLEASANT GARDEN.
 AI2292'ALONG NC 22 FOR 1.65 MI (2.66 KM) NORTHWEST FROM NC 62 AT CLIMAX, OR
 AI2292'0.1 MI (0.2 KM) SOUTH OF SR 3399 (MCCLELLAN RD), ON SOUTH SIDE OF A
 AI2292'GRAVEL RAILROAD CROSSOVER RD. MARK IS ABOUT 2-FEET HIGHER THAN HIGHWAY
 AI2292'AND RECESSED 1 INCH BELOW GROUND. LOCATED 30.5 FT (9.3 M) WEST OF THE
 AI2292'CENTERLINE OF HIGHWAY, 11.0 FT (3.4 M) SOUTH OF THE CENTERLINE OF
 AI2292'GRAVEL DRIVE, 41.5 FT (12.6 M) EAST OF THE EAST RAIL, 107.0 FT (32.6
 AI2292'M) SOUTH-SOUTHEAST OF A RAILROAD WHISTLE WARNING SIGN POLE, AND 9.7 FT
 AI2292'(3.0 M) WEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2007 ***********************************************************************
 EB2007  DESIGNATION -  BLAND
 EB2007  PID         -  EB2007
 EB2007  STATE/COUNTY-  NC/SAMPSON
 EB2007  USGS QUAD   -  HARRELLS (1984)
 EB2007
 EB2007                         *CURRENT SURVEY CONTROL
 EB2007  ___________________________________________________________________
 EB2007* NAD 83(2001)-  34 42 04.04348(N)    078 10 13.76286(W)     ADJUSTED  
 EB2007* NAVD 88     -        22.4    (meters)      73.     (feet)  VERTCON   
 EB2007  ___________________________________________________________________
 EB2007  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 EB2007  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 EB2007  HORZ ORDER  -  SECOND
 EB2007
 EB2007.The horizontal coordinates were established by classical geodetic methods
 EB2007.and adjusted by the National Geodetic Survey in August 2005.
 EB2007
 EB2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2007
 EB2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2007
 EB2007.The geoid height was determined by GEOID03.
 EB2007
 EB2007;                    North         East     Units Scale Factor Converg.
 EB2007;SPC NC       -   105,826.766   685,592.926   MT  0.99991846   +0 28 43.6
 EB2007;SPC NC       -   347,199.98  2,249,316.12   sFT  0.99991846   +0 28 43.6
 EB2007;UTM  17      - 3,843,544.525   759,170.166   MT  1.00042797   +1 36 42.2
 EB2007
 EB2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2007!SPC NC       -   1.00000209  x   0.99991846  =   0.99992055
 EB2007!UTM  17      -   1.00000209  x   1.00042797  =   1.00043006
 EB2007
 EB2007:                Primary Azimuth Mark                     Grid Az
 EB2007:SPC NC       -  ROSEVILLE                                147 21 55.9
 EB2007:UTM  17      -  ROSEVILLE                                146 13 57.3
 EB2007
 EB2007|---------------------------------------------------------------------|
 EB2007| PID    Reference Object                     Distance      Geod. Az  |
 EB2007|                                                           dddmmss.s |
 EB2007| EB2005 ROSEVILLE                           APPROX. 1.1 KM 1475039.5 |
 EB2007|---------------------------------------------------------------------|
 EB2007
 EB2007                          SUPERSEDED SURVEY CONTROL
 EB2007
 EB2007  NAD 83(1986)-  34 42 04.05203(N)    078 10 13.77345(W) AD(       ) 2
 EB2007  NAD 27      -  34 42 03.43820(N)    078 10 14.79807(W) AD(       ) 2
 EB2007  NGVD 29 (07/19/86)   22.6    (m)           74.     (f) VERT ANG    3  
 EB2007
 EB2007.Superseded values are not recommended for survey control.
 EB2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2007.See file dsdata.txt to determine how the superseded data were derived.
 EB2007
 EB2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5917043545(NAD 83)
 EB2007_MARKER: DE = TRAVERSE STATION DISK
 EB2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2007_STAMPING: BLAND 1973
 EB2007_MARK LOGO: NCGS  
 EB2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2007+STABILITY: SURFACE MOTION
 EB2007
 EB2007  HISTORY     - Date     Condition        Report By
 EB2007  HISTORY     - 1973     MONUMENTED       NCGS
 EB2007  HISTORY     - 1985     GOOD             USPSQD
 EB2007
 EB2007                          STATION DESCRIPTION
 EB2007
 EB2007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2007'BLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2007'VICINITY OF HARRELS, NORTH CAROLINA.
 EB2007'
 EB2007'BLAND IS LOCATED APPROXIMATELY 2.5 MILES SE OF HARRELS, AND 10.4
 EB2007'MILES WSW OF WALLACE.  TO REACH THE STATION FROM THE INTERSECTION US
 EB2007'421 WITH NC 41 AND NC 411 SE OF HARRELLS, PROCEED SE ALONG US 421
 EB2007'FOR 2.05 MILES TO STATION ON THE RIGHT SHOULDER NEAR A DRIVEWAY
 EB2007'WEST.  0.5 MILES NORTH OF INTERSECTION WITH SR 1114, AND 1.0
 EB2007'MILES NORTH OF NEWTONS CROSSROADS.
 EB2007'
 EB2007'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLAND
 EB2007'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB2007'INCHES BELOW THE SURFACE OF THE GROUND.
 EB2007'
 EB2007'MARK IS
 EB2007'
 EB2007'24.0 FEET WSW OF C/L OF US 421.
 EB2007'17.5 FEET NNE OF THE NORTH END OF CULVERT UNDER DRIVEWAY TO H.S.
 EB2007'BLAND JR. RESIDENCE.
 EB2007'25.6 FEET NNW OF THE C/L OF DRIVE.
 EB2007'89.0 FEET E OF 30 INCH OAK IN YARD (SOUTHERNMOST).
 EB2007'170.5 FEET SE OF TELEPHONE PEDESTAL W/ALUMINUM REF. TAG.
 EB2007
 EB2007                          STATION RECOVERY (1985)
 EB2007
 EB2007'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2987 ***********************************************************************
 EB2987  DESIGNATION -  BLAND
 EB2987  PID         -  EB2987
 EB2987  STATE/COUNTY-  NC/RICHMOND
 EB2987  USGS QUAD   -  ROCKINGHAM (1982)
 EB2987
 EB2987                         *CURRENT SURVEY CONTROL
 EB2987  ___________________________________________________________________
 EB2987* NAD 83(2001)-  34 53 31.44466(N)    079 50 14.38539(W)     ADJUSTED  
 EB2987* NAVD 88     -        82.3    (meters)     270.     (feet)  VERTCON   
 EB2987  ___________________________________________________________________
 EB2987  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EB2987  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 EB2987  HORZ ORDER  -  SECOND
 EB2987
 EB2987.The horizontal coordinates were established by classical geodetic methods
 EB2987.and adjusted by the National Geodetic Survey in August 2005.
 EB2987
 EB2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2987
 EB2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2987
 EB2987.The geoid height was determined by GEOID03.
 EB2987
 EB2987;                    North         East     Units Scale Factor Converg.
 EB2987;SPC NC       -   127,012.814   533,071.889   MT  0.99989218   -0 28 59.8
 EB2987;SPC NC       -   416,707.87  1,748,920.02   sFT  0.99989218   -0 28 59.8
 EB2987;UTM  17      - 3,861,690.566   606,237.293   MT  0.99973910   +0 39 54.5
 EB2987
 EB2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2987!SPC NC       -   0.99999196  x   0.99989218  =   0.99988414
 EB2987!UTM  17      -   0.99999196  x   0.99973910  =   0.99973106
 EB2987
 EB2987|---------------------------------------------------------------------|
 EB2987| PID    Reference Object                     Distance      Geod. Az  |
 EB2987|                                                           dddmmss.s |
 EB2987| EB2979 STEELL                              229.515 METERS 02041     |
 EB2987| EB2983 FIELD                               APPROX. 2.4 KM 0850109.0 |
 EB2987|---------------------------------------------------------------------|
 EB2987
 EB2987                          SUPERSEDED SURVEY CONTROL
 EB2987
 EB2987  NAD 83(1986)-  34 53 31.45022(N)    079 50 14.38765(W) AD(       ) 2
 EB2987  NAD 27      -  34 53 30.89189(N)    079 50 15.18310(W) AD(       ) 2
 EB2987  NGVD 29 (07/19/86)   82.6    (m)          271.     (f) VERT ANG    3  
 EB2987
 EB2987.Superseded values are not recommended for survey control.
 EB2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2987.See file dsdata.txt to determine how the superseded data were derived.
 EB2987
 EB2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0623761691(NAD 83)
 EB2987_MARKER: DE = TRAVERSE STATION DISK
 EB2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2987_STAMPING: BLAND 1970
 EB2987_MARK LOGO: NCGS  
 EB2987_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2987+STABILITY: SURFACE MOTION
 EB2987
 EB2987  HISTORY     - Date     Condition        Report By
 EB2987  HISTORY     - 1970     MONUMENTED       NCGS
 EB2987  HISTORY     - 1977     MARK NOT FOUND   NCGS
 EB2987
 EB2987                          STATION DESCRIPTION
 EB2987
 EB2987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2987'BLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2987'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2987'
 EB2987'BLAND IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF ROCKINGHAM
 EB2987'AND 1.7 MILES SSW OF CORDOVA.  TO REACH STATION FROM POST OFFICE IN
 EB2987'CORDOVA, GO SOUTHEAST ON SR 1109 FOR 0.55 MILE TO INTERSECTION OF
 EB2987'SR 1109 AND SR 1103, TURN RIGHT (WEST) ON SR 1103 AND PROCEED 1.55
 EB2987'MILES TO STATION ON RIGHT, ON NORTH SIDE OF ENTRANCE TO RICHMOND
 EB2987'TRUCK AND EQUIPMENT COMPANY, AND 0.85 MILE NORTH OF BRIDGE OVER
 EB2987'STREAM ON SR 1103.
 EB2987'
 EB2987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLAND
 EB2987'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2987'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2987'
 EB2987'MARK IS
 EB2987'
 EB2987'24.1 FEET NW OF C/L OF SR 1103.
 EB2987'16.1 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 EB2987'48.4 FEET NE OF ALUMINUM REF. TAG ON FENCE POST AT DRIVE OF
 EB2987'RICHMOND TRUCK AND EQUIP. CO.
 EB2987'210.8 FEET SW OF TELEPHONE JUNCTION SERVICE BOX.
 EB2987
 EB2987                          STATION RECOVERY (1977)
 EB2987
 EB2987'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EB2987'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4216 ***********************************************************************
 EY4216  DESIGNATION -  BLAND
 EY4216  PID         -  EY4216
 EY4216  STATE/COUNTY-  NC/PITT
 EY4216  USGS QUAD   -  GREENVILLE NE (1981)
 EY4216
 EY4216                         *CURRENT SURVEY CONTROL
 EY4216  ___________________________________________________________________
 EY4216* NAD 83(2001)-  35 41 50.66395(N)    077 18 14.63754(W)     ADJUSTED  
 EY4216* NAVD 88     -        13.41   (+/-2cm)      44.0    (feet)  VERTCON   
 EY4216  ___________________________________________________________________
 EY4216  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 EY4216  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 EY4216  HORZ ORDER  -  SECOND
 EY4216  VERT ORDER  -  THIRD ? (See Below)
 EY4216
 EY4216.The horizontal coordinates were established by classical geodetic methods
 EY4216.and adjusted by the National Geodetic Survey in August 2005.
 EY4216
 EY4216.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4216.The vertical order pertains to the NGVD 29 superseded value.
 EY4216
 EY4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4216
 EY4216.The geoid height was determined by GEOID03.
 EY4216
 EY4216;                    North         East     Units Scale Factor Converg.
 EY4216;SPC NC       -   217,339.512   763,072.507   MT  0.99990276   +0 58 43.8
 EY4216;SPC NC       -   713,054.72  2,503,513.72   sFT  0.99990276   +0 58 43.8
 EY4216;UTM  18      - 3,952,833.880   291,531.534   MT  1.00013556   -1 20 41.7
 EY4216
 EY4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4216!SPC NC       -   1.00000351  x   0.99990276  =   0.99990627
 EY4216!UTM  18      -   1.00000351  x   1.00013556  =   1.00013907
 EY4216
 EY4216                          SUPERSEDED SURVEY CONTROL
 EY4216
 EY4216  NAD 83(1986)-  35 41 50.67456(N)    077 18 14.64999(W) AD(       ) 2
 EY4216  NGVD 29 (10/26/90)   13.77   (m)           45.2    (f) LEVELING    3  
 EY4216
 EY4216.Superseded values are not recommended for survey control.
 EY4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4216.See file dsdata.txt to determine how the superseded data were derived.
 EY4216
 EY4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9153252834(NAD 83)
 EY4216_MARKER: DE = TRAVERSE STATION DISK
 EY4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4216_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4216+STABILITY: SURFACE MOTION
 EY4216
 EY4216  HISTORY     - Date     Condition        Report By
 EY4216  HISTORY     - 1979     MONUMENTED       NCGS
 EY4216  HISTORY     - 1986     GOOD             USPSQD
 EY4216
 EY4216                          STATION DESCRIPTION
 EY4216
 EY4216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4216'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF STOKES AND
 EY4216'7.6 MILES NORTH-NORTHEAST OF GREENVILLE.
 EY4216'
 EY4216'TO REACH STATION FROM INTERSECTION OF NC 903 WITH NC 30 IN STOKES,
 EY4216'PROCEED WESTERLY ALONG NC 903 FOR 2.6 MILES TO STATION ON THE RIGHT
 EY4216'ON THE PROLONGATION OF THE EAST SIDE OF A 2 STORY WHITE FRAME HOUSE
 EY4216'AND 0.2 MILE EAST-NORTHEAST OF SR 1543.
 EY4216'
 EY4216'STATION MARK IS A STANDARD DISK STAMPED---BLAND 1979---SET IN TOP OF
 EY4216'A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND SURFACE.
 EY4216'THE MARK IS 26.1 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 903, 49.5
 EY4216'FEET EAST-SOUTHEAST OF CENTERLINE OF DRIVEWAY, 58.6 FEET
 EY4216'EAST-NORTHEAST OF EAST END OF CULVERT, 155.3 FEET SOUTH-SOUTHWEST OF
 EY4216'SOUTHEAST CORNER OF HOUSE AND 137.7 FEET SOUTHWEST OF POWER POLE WITH
 EY4216'REFERENCE TAG.
 EY4216
 EY4216                          STATION RECOVERY (1986)
 EY4216
 EY4216'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY4216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5841 ***********************************************************************
 AH5841  DESIGNATION -  BLAND
 AH5841  PID         -  AH5841
 AH5841  STATE/COUNTY-  NC/CRAVEN
 AH5841  USGS QUAD   -  FORT BARNWELL (1983)
 AH5841
 AH5841                         *CURRENT SURVEY CONTROL
 AH5841  ___________________________________________________________________
 AH5841* NAD 83(2001)-  35 20 38.79674(N)    077 16 25.91115(W)     ADJUSTED  
 AH5841* NAVD 88     -         8.0    (meters)      26.     (feet)  VERTCON   
 AH5841  ___________________________________________________________________
 AH5841  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AH5841  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 AH5841  HORZ ORDER  -  SECOND
 AH5841
 AH5841.The horizontal coordinates were established by classical geodetic methods
 AH5841.and adjusted by the National Geodetic Survey in August 2005.
 AH5841
 AH5841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5841
 AH5841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5841
 AH5841.The geoid height was determined by GEOID03.
 AH5841
 AH5841;                    North         East     Units Scale Factor Converg.
 AH5841;SPC NC       -   178,198.754   766,486.781   MT  0.99987389   +0 59 46.6
 AH5841;SPC NC       -   584,640.41  2,514,715.38   sFT  0.99987389   +0 59 46.6
 AH5841;UTM  18      - 3,913,577.414   293,360.438   MT  1.00012625   -1 18 57.1
 AH5841
 AH5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5841!SPC NC       -   1.00000448  x   0.99987389  =   0.99987837
 AH5841!UTM  18      -   1.00000448  x   1.00012625  =   1.00013073
 AH5841
 AH5841                          SUPERSEDED SURVEY CONTROL
 AH5841
 AH5841  NAD 83(1986)-  35 20 38.80651(N)    077 16 25.92017(W) AD(       ) 2
 AH5841  NGVD 29 (12/09/98)    8.4    (m)           28.     (f) VERT ANG    3  
 AH5841
 AH5841.Superseded values are not recommended for survey control.
 AH5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5841.See file dsdata.txt to determine how the superseded data were derived.
 AH5841
 AH5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9336013577(NAD 83)
 AH5841_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5841_STAMPING: BLAND 1985
 AH5841_MARK LOGO: NCGS  
 AH5841_PROJECTION: FLUSH
 AH5841_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5841+STABILITY: SURFACE MOTION
 AH5841
 AH5841  HISTORY     - Date     Condition        Report By
 AH5841  HISTORY     - 1985     MONUMENTED       NCGS
 AH5841
 AH5841                          STATION DESCRIPTION
 AH5841
 AH5841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5841'STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) WEST-NORTHWEST OF VANCEBORO
 AH5841'AND 8.0 KM (4.95 MI) NORTHEAST OF FORT BARNWELL, IN EPWORTH COMMUNITY.
 AH5841'ALONG NC 118 FOR 12.0 KM (7.45 MI) WEST FROM NC 43, OR 0.64 KM (0.40
 AH5841'MI) WEST OF EPWORTH CHURCH, IN NORTH SHOULDER, ON PROLONGATION OF THE
 AH5841'EAST SIDE OF THE--BLAND--RESIDENCE. MARK IS LEVEL WITH HIGHWAY AND 4
 AH5841'INCHES BELOW GROUND.  LOCATED 5.55 M (18.21 FT) NORTH OF CENTERLINE OF
 AH5841'HIGHWAY, 24.30 M (79.72 FT) EAST OF CENTERLINE OF HIGHWAY WITH GRAVEL
 AH5841'DRIVE SOUTH, 56.57 M (185.60 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AH5841'RESIDENCE, 21.55 M (70.70 FT) NORTH-NORTHWEST OF THE WEST-MOST OF TWO
 AH5841'TELEPHONE PEDESTALS (2/5S1), 44.43 M (145.77 FT) NORTHEAST OF AN
 AH5841'18-INCH MAGNOLIA TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2618 ***********************************************************************
 DD2618  DESIGNATION -  BLANE
 DD2618  PID         -  DD2618
 DD2618  STATE/COUNTY-  NC/BRUNSWICK
 DD2618  USGS QUAD   -  CALABASH (1990)
 DD2618
 DD2618                         *CURRENT SURVEY CONTROL
 DD2618  ___________________________________________________________________
 DD2618* NAD 83(2001)-  33 52 45.47574(N)    078 31 33.20738(W)     ADJUSTED  
 DD2618* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 DD2618  ___________________________________________________________________
 DD2618  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD2618  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DD2618  HORZ ORDER  -  SECOND
 DD2618
 DD2618.The horizontal coordinates were established by classical geodetic methods
 DD2618.and adjusted by the National Geodetic Survey in August 2005.
 DD2618
 DD2618.The orthometric height was scaled from a topographic map.
 DD2618
 DD2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2618
 DD2618.The geoid height was determined by GEOID03.
 DD2618
 DD2618;                    North         East     Units Scale Factor Converg.
 DD2618;SPC NC       -    14,449.100   653,470.240   MT  1.00015661   +0 16 25.1
 DD2618;SPC NC       -    47,405.09  2,143,926.95   sFT  1.00015661   +0 16 25.1
 DD2618;SPC SC       -   229,628.435   838,425.257   MT  0.99980034   +1 22 17.9
 DD2618;SPC SC       -   753,374.13  2,750,739.03   iFT  0.99980034   +1 22 17.9
 DD2618;UTM  17      - 3,751,528.120   728,828.390   MT  1.00024555   +1 22 47.2
 DD2618
 DD2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2618!SPC NC       -   1.00000466  x   1.00015661  =   1.00016127
 DD2618!SPC SC       -   1.00000466  x   0.99980034  =   0.99980500
 DD2618!UTM  17      -   1.00000466  x   1.00024555  =   1.00025021
 DD2618
 DD2618|---------------------------------------------------------------------|
 DD2618| PID    Reference Object                     Distance      Geod. Az  |
 DD2618|                                                           dddmmss.s |
 DD2618| DD3817 BLANE RM 1                           43.135 METERS 03014     |
 DD2618| DD2591 INTRACOASTAL WATERWAY BCN 73        APPROX. 3.9 KM 0755755.2 |
 DD2618| DD2592 INTRACOASTAL WATERWAY BCN 75        APPROX. 3.3 KM 0762903.2 |
 DD2618| DD2590 INTRACOASTAL WATERWAY BCN 71        APPROX. 4.8 KM 0770415.2 |
 DD2618| DD2584 INTRACOASTAL WATERWAY BCN 42        APPROX. 5.5 KM 0770820.2 |
 DD2618| DD2621 INTRACOASTAL WATERWAY BCN 77        APPROX. 2.5 KM 0772805.2 |
 DD2618| DD2642 INTRACOASTAL WATERWAY BCN 46        APPROX. 3.7 KM 2450053.2 |
 DD2618| DD1730 LEWIS                               APPROX. 7.7 KM 2453339.1 |
 DD2618| DD3818 BLANE RM 2                           37.908 METERS 31211     |
 DD2618|---------------------------------------------------------------------|
 DD2618
 DD2618                          SUPERSEDED SURVEY CONTROL
 DD2618
 DD2618  NAD 83(1986)-  33 52 45.48486(N)    078 31 33.21515(W) AD(       ) 2
 DD2618  NAD 27      -  33 52 44.86263(N)    078 31 34.18202(W) AD(       ) 2
 DD2618
 DD2618.Superseded values are not recommended for survey control.
 DD2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2618.See file dsdata.txt to determine how the superseded data were derived.
 DD2618
 DD2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2882851528(NAD 83)
 DD2618_MARKER: DS = TRIANGULATION STATION DISK
 DD2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2618
 DD2618  HISTORY     - Date     Condition        Report By
 DD2618  HISTORY     - 1934     MONUMENTED       CGS
 DD2618  HISTORY     - 1942     GOOD             CGS
 DD2618  HISTORY     - 1962     GOOD             CGS
 DD2618  HISTORY     - 1964     GOOD             CGS
 DD2618  HISTORY     - 1980     GOOD             USE
 DD2618
 DD2618                          STATION DESCRIPTION
 DD2618
 DD2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 DD2618'ABOUT 1.5 MILES NORTH OF MAD INLET, ON PROMINENT POINT OF MAINLAND
 DD2618'KNOWN LOCALLY AS BLANES LANDING, ON PROPERTY BELONGING TO JESSIE
 DD2618'METCALF, J. L. LA BRUCE, SUPERINTENDENT.  TO REACH FROM LITTLE
 DD2618'RIVER, FOLLOW U.S. HIGHWAY 17 NORTHEAST 7 MILES TO STANDARD
 DD2618'SERVICE STATION.  FROM THIS POINT, WITH SPEEDOMETER AT ZERO,
 DD2618'PROCEED SOUTH AS FOLLOWS--AT 2.4 TAKE LEFT FORK.  AT 2.9 STRAIGHT
 DD2618'AHEAD AT CROSSROADS, AT 4.6 TAKE DIM ROAD ACROSS FIELD FOR
 DD2618'ABOUT 100 YARDS (THIS ROAD CROSSES FIELD JUST BEFORE COMING TO
 DD2618'HOME OF D. E.  STANALAND).  AFTER CROSSING FIELD ENTER WOODS
 DD2618'AT PRIVATE ROAD SIGN.  GO THROUGH GATE AT 4.9.  AT 5.6 TAKE
 DD2618'RIGHT FORK AT TRIANGULAR-BLAZED PINE.  AT 6.2 COME TO
 DD2618'END OF POINT AND 12-INCH TRIANGULAR-BLAZED PINE.  STATION IS 13
 DD2618'METERS (43 FEET) NORTH OF THIS BLAZED PINE, 168 FEET
 DD2618'NORTH-NORTHEAST OF R.M. 26 (U.S.E.), ON EAST SIDE OF ROAD ABOUT 130
 DD2618'METERS (427 FEET) NORTH OF INTRACOASTAL WATERWAY, AND ABOUT
 DD2618'28 METERS (92 FEET) FROM HIGH-WATER LINE.  SURFACE AND
 DD2618'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DD2618'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.
 DD2618'REFERENCE MARK NO. 1 IS IN WOODS AND 141.52 FEET FROM STATION
 DD2618'N 30 DEG 14 MIN E.  REFERENCE MARK NO. 2 IS 3 METERS (10
 DD2618'FEET) WEST OF ROAD AND 124.37 FEET FROM STATION
 DD2618'N 47 DEG 49 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS 167.97
 DD2618'FEET.  BEARING TO R.M. 26 (U.S.E.) IS S 23 DEG 22 MIN W.
 DD2618'
 DD2618'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 DD2618
 DD2618                          STATION RECOVERY (1942)
 DD2618
 DD2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2618'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 DD2618'
 DD2618'AFTER DIM ROAD INSERT ON LEFT.
 DD2618'
 DD2618'DELETE AZIMUTH TO R.M. 26 (USE) AS THIS MARK HAS BEEN
 DD2618'DESTROYED.
 DD2618
 DD2618                          STATION RECOVERY (1962)
 DD2618
 DD2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 DD2618'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 DD2618'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW BRICK HOUSE HAS BEEN
 DD2618'BUILT ABOUT 8 FEET WEST OF THE STATION MARK AND A TOWER COULD NOT
 DD2618'BE BUILT OVER THE MARK.  THEREFORE REFERENCE MARK NO. 3 WAS
 DD2618'ESTABLISHED AND OCCUPIED.  DUE TO THE CONSTRUCTION OF THE HOUSE,
 DD2618'THE LINE BETWEEN THE STATION MARK AND REFERENCE MARK NO. 2 IS NO
 DD2618'LONGER INTERVISIBLE.
 DD2618'
 DD2618'CONSIDERABLE CLEARING IS NECESSARY TO MAKE ANYTHING VISIBLE FROM
 DD2618'THE GROUND.  THEREFORE THIS STATION WAS NOT OCCUPIED.
 DD2618'
 DD2618'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 3 AND THE
 DD2618'DISTANCE IS 74.25 FEET OR 22.632 METERS.
 DD2618
 DD2618                          STATION RECOVERY (1964)
 DD2618
 DD2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2618'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3, WERE RECOVERED
 DD2618'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 3 WAS
 DD2618'VERIFIED.  THE ORIGINAL DESCRIPTION AND RECOVERY NOTE BY S.C.M IN
 DD2618'1962 ARE INADEQUATE.  A NEW DESCRIPTION FOLLOWS.
 DD2618'
 DD2618'STATION IS LOCATED 10 MILES SOUTHWEST OF SHALLOTTE ABOUT 5 MILES
 DD2618'SOUTH-SOUTHWEST OF GRISSETTOWN AND ABOUT 30 YARDS NORTH OF THE
 DD2618'NORTH SHORE OF INTRACOASTAL WATERWAY.  THE STATION IS A STANDARD
 DD2618'DISK STAMPED BLANE 1934, SET IN THE TOP OF A 12 INCH SQUARE
 DD2618'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 34.5 FEET
 DD2618'NORTH-NORTHWEST OF THE SOUTH EAST CORNER OF A BRICK HOUSE
 DD2618'AND 7.5 FEET EAST OF THE EAST FACE OF THE HOUSE.
 DD2618'
 DD2618'TO REACH FROM THE JUNCTION OF U.S. 17 AND STATE HIGHWAY NO. 904 IN
 DD2618'GRISSETTOWN, GO SOUTH OF STATE HIGHWAY NO. 904 FOR 3.65 MILES TO
 DD2618'CROSSROADS WHERE STATE HIGHWAY NO. 904 TURNS LEFT.  TURN RIGHT AND
 DD2618'AND GO WEST THENCE SOUTH FOR 2.0 MILES TO A SIDE ROAD RIGHT
 DD2618'AT SERVICE STATION.  TURN RIGHT AND GO WESTERLY FOR 0.9 MILE TO
 DD2618'SECOND DRIVEWAY ON LEFT (SOUTH) SIDE OF ROAD.  TURN LEFT AND GO
 DD2618'SOUTH ON DRIVEWAY FOR 0.05 MILE TO NEW HOUSE AND STATION AS
 DD2618'DESCRIBED.
 DD2618'
 DD2618'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLANE NO 1 1934
 DD2618'SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 DD2618'INCHES ABOVE THE GROUND.  IT IS 42 FEET NORTH OF A TWIN TRUNK
 DD2618'HICKORY TREE, 29 FEET NORTHWEST OF A 20 INCH TREE AND 8 FEET WEST
 DD2618'OF A TWIN TRUNK HICKORY TREE.
 DD2618'
 DD2618'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLANE NO 2 1934 SET
 DD2618'IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 DD2618'ABOVE THE GROUND.  IT IS 18 FEET SOUTH OF A 15 INCH PINE TREE, 15
 DD2618'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AND 5.5
 DD2618'FEET NORTHEAST OF A 12 INCH TREE.  REFERENCE MARK NO 2 AND
 DD2618'STATION ARE NO LONGER INTERVISIBLE.
 DD2618'
 DD2618'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED BLANE NO. 3 1934
 DD2618'SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 DD2618'INCHES ABOVE THE GROUND.  IT IS 58 FEET EAST OF A 30 INCH PINE
 DD2618'TREE, 71 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 DD2618'HOUSE, 27 FEET SOUTH OF A LIVE OAK TREE AND 16.5 FEET WEST OF A
 DD2618'HICKORY TREE.
 DD2618
 DD2618                          STATION RECOVERY (1980)
 DD2618
 DD2618'RECOVERY NOTE BY US ENGINEERS 1980 (GRN)
 DD2618'BLANE 1934 FOUND GOOD, DESCRIPTION ADEQUATE WATCH FOR BAD DOG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2619 ***********************************************************************
 DD2619  DESIGNATION -  BLANE RM 3
 DD2619  PID         -  DD2619
 DD2619  STATE/COUNTY-  NC/BRUNSWICK
 DD2619  USGS QUAD   -  CALABASH (1990)
 DD2619
 DD2619                         *CURRENT SURVEY CONTROL
 DD2619  ___________________________________________________________________
 DD2619* NAD 83(2001)-  33 52 46.13924(N)    078 31 32.82953(W)     ADJUSTED  
 DD2619* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 DD2619  ___________________________________________________________________
 DD2619  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DD2619  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 DD2619  HORZ ORDER  -  SECOND
 DD2619
 DD2619.The horizontal coordinates were established by classical geodetic methods
 DD2619.and adjusted by the National Geodetic Survey in August 2005.
 DD2619
 DD2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2619
 DD2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2619
 DD2619.The geoid height was determined by GEOID03.
 DD2619
 DD2619;                    North         East     Units Scale Factor Converg.
 DD2619;SPC NC       -    14,469.593   653,479.854   MT  1.00015654   +0 16 25.3
 DD2619;SPC NC       -    47,472.32  2,143,958.49   sFT  1.00015654   +0 16 25.3
 DD2619;SPC SC       -   229,649.101   838,434.473   MT  0.99980036   +1 22 18.1
 DD2619;SPC SC       -   753,441.93  2,750,769.27   iFT  0.99980036   +1 22 18.1
 DD2619;UTM  17      - 3,751,548.796   728,837.608   MT  1.00024560   +1 22 47.4
 DD2619
 DD2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2619!SPC NC       -   1.00000476  x   1.00015654  =   1.00016130
 DD2619!SPC SC       -   1.00000476  x   0.99980036  =   0.99980512
 DD2619!UTM  17      -   1.00000476  x   1.00024560  =   1.00025036
 DD2619
 DD2619|---------------------------------------------------------------------|
 DD2619| PID    Reference Object                     Distance      Geod. Az  |
 DD2619|                                                           dddmmss.s |
 DD2619| DD3817 BLANE RM 1                           20.659 METERS 03532     |
 DD2619| DD2618 BLANE                                22.639 METERS 20524     |
 DD2619| DD2640 BIRD                                APPROX. 2.8 KM 2113340.7 |
 DD2619| DD2645 OCEAN DRIVE BEACH MUNICIPAL TK      APPROX.15.0 KM 2444312.6 |
 DD2619| DD2652 CRESCENT BEACH MUNICIPAL TANK       APPROX.18.3 KM 2445533.4 |
 DD2619| DD3818 BLANE RM 2                           38.145 METERS 27733     |
 DD2619|---------------------------------------------------------------------|
 DD2619
 DD2619                          SUPERSEDED SURVEY CONTROL
 DD2619
 DD2619  NAD 83(1986)-  33 52 46.14855(N)    078 31 32.83719(W) AD(       ) 2
 DD2619  NAD 27      -  33 52 45.52616(N)    078 31 33.80422(W) AD(       ) 2
 DD2619  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG    3  
 DD2619
 DD2619.Superseded values are not recommended for survey control.
 DD2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2619.See file dsdata.txt to determine how the superseded data were derived.
 DD2619
 DD2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2883851549(NAD 83)
 DD2619_MARKER: DS = TRIANGULATION STATION DISK
 DD2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2619
 DD2619  HISTORY     - Date     Condition        Report By
 DD2619  HISTORY     - 1962     MONUMENTED       CGS
 DD2619  HISTORY     - 1962     GOOD             CGS
 DD2619  HISTORY     - 1964     GOOD             CGS
 DD2619  HISTORY     - 1976     GOOD             ALSTER
 DD2619
 DD2619                          STATION DESCRIPTION
 DD2619
 DD2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 DD2619'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF SHALLOTTE, ABOUT 5
 DD2619'MILES SOUTH-SOUTHWEST OF GRISSETTOWN AND ABOUT 50 YARDS NORTH OF THE
 DD2619'NORTH SHORE OF CAPE FEAR-LITTLE RIVER INTRACOASTAL WATER
 DD2619'WAYS.  STATION, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 DD2619'MONUMENT AND STAMPED BLANE RM 3 1934 IS 58 FEET EAST OF A 30 INCH
 DD2619'PINE TREE, 71 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 DD2619'BRICK HOUSE, 27 FEET SOUTH OF A LIVE OAK TREE AND 16-1/2 FEET
 DD2619'WEST OF A HICKORY TREE.  THE MARK PROJECTS 2 INCHES.
 DD2619'
 DD2619'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 17 AND STATE HIGHWAY
 DD2619'NO. 904 IN GRISSETTOWN, GO SOUTH ON STATE HIGHWAY NO. 904 FOR 3.65
 DD2619'MILES TO CROSSROADS WHERE STATE HIGHWAY NO. 904 TURNS LEFT.  TURN
 DD2619'RIGHT AND GO WEST THENCE SOUTH FOR 2.0 MILES TO A SIDE ROAD RIGHT
 DD2619'AT SERVICE STATION.  TURN RIGHT AND GO WESTERLY FOR 0.9 MILE TO
 DD2619'SECOND DRIVEWAY ON LEFT (SOUTH) SIDE OF ROAD.  TURN LEFT AND GO
 DD2619'SOUTH ON DRIVEWAY FOR 0.05 MILE TO NEW HOUSE AND STATION AS
 DD2619'DESCRIBED.
 DD2619'
 DD2619'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 DD2619'MONUMENT AND STAMPED BLANE 1934 NO 1 IS 42 FEET NORTH OF A TWIN
 DD2619'TRUNK HICKORY TREE, 29 FEET NORTHWEST OF A 20 INCH TREE AND 8 FEET
 DD2619'WEST OF A TWIN TRUNK HICKORY TREE.  THE MARK PROJECTS 8 INCHES.
 DD2619'
 DD2619'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 12X12 INCH CONCRETE
 DD2619'MONUMENT AND STAMPED BLANE 1934 NO 2 IS 18 FEET SOUTH OF A 15 INCH
 DD2619'PINE TREE, 15 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 DD2619'DRIVEWAY AND 5-1/2 FEET NORTHEAST OF A 12 INCH TREE.  THE MARK
 DD2619'PROJECTS 6 INCHES.
 DD2619'
 DD2619'BLANE 1934, A STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT
 DD2619'AND STAMPED BLANE 1934 IS 34-1/2 FEET NORTH-NORTHEAST OF THE
 DD2619'SOUTHEAST CORNER OF THE HOUSE, 14 FEET SOUTH-SOUTHEAST OF THE
 DD2619'NORTHEAST CORNER OF THE HOUSE AND 7-1/2 FEET EAST OF THE EAST FACE
 DD2619'OF THE HOUSE.  THE MARK IS ABOUT FLUSH WITH THE GROUND.
 DD2619'
 DD2619'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.08 METERS.
 DD2619
 DD2619                          STATION RECOVERY (1962)
 DD2619
 DD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 DD2619'THE STATION MARK, REFERENCE MARKS 1, 2, BLANE 1934 WAS RECOVERED AS
 DD2619'DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND TO
 DD2619'BE ADEQUATE.
 DD2619'
 DD2619'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DD2619
 DD2619                          STATION RECOVERY (1964)
 DD2619
 DD2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2619'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND BLANE 1934 WERE
 DD2619'RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS AND BLANE
 DD2619'1934 WERE VERIFIED.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE
 DD2619'ADEQUATE.
 DD2619
 DD2619                          STATION RECOVERY (1976)
 DD2619
 DD2619'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 DD2619'BLANE RM 3 1934 OK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1404 ***********************************************************************
 EA1404  DESIGNATION -  BLANK
 EA1404  PID         -  EA1404
 EA1404  STATE/COUNTY-  NC/CARTERET
 EA1404  USGS QUAD   -  SALTER PATH (1994)
 EA1404
 EA1404                         *CURRENT SURVEY CONTROL
 EA1404  ___________________________________________________________________
 EA1404* NAD 83(2001)-  34 43 41.47060(N)    076 54 54.51265(W)     ADJUSTED  
 EA1404* NAVD 88     -         9.943  (meters)      32.62   (feet)  ADJUSTED  
 EA1404  ___________________________________________________________________
 EA1404  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EA1404  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA1404  DYNAMIC HT  -           9.933 (meters)      32.59  (feet)  COMP
 EA1404  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 EA1404
 EA1404  HORZ ORDER  -  SECOND
 EA1404  VERT ORDER  -  SECOND    CLASS II
 EA1404
 EA1404.The horizontal coordinates were established by classical geodetic methods
 EA1404.and adjusted by the National Geodetic Survey in August 2005.
 EA1404
 EA1404.The orthometric height was determined by differential leveling
 EA1404.and adjusted in June 1991.
 EA1404
 EA1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1404
 EA1404.The geoid height was determined by GEOID03.
 EA1404
 EA1404.The dynamic height is computed by dividing the NAVD 88
 EA1404.geopotential number by the normal gravity value computed on the
 EA1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1404.degrees latitude (g = 980.6199 gals.).
 EA1404
 EA1404.The modeled gravity was interpolated from observed gravity values.
 EA1404
 EA1404;                    North         East     Units Scale Factor Converg.
 EA1404;SPC NC       -   110,516.177   800,520.831   MT  0.99991406   +1 12 11.9
 EA1404;SPC NC       -   362,585.16  2,626,375.43   sFT  0.99991406   +1 12 11.9
 EA1404;UTM  18      - 3,844,570.482   324,652.599   MT  0.99997897   -1 05 28.7
 EA1404
 EA1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1404!SPC NC       -   1.00000431  x   0.99991406  =   0.99991837
 EA1404!UTM  18      -   1.00000431  x   0.99997897  =   0.99998328
 EA1404
 EA1404                          SUPERSEDED SURVEY CONTROL
 EA1404
 EA1404  NAD 83(1986)-  34 43 41.48215(N)    076 54 54.52283(W) AD(       ) 2
 EA1404  NAVD 88 (04/01/97)    9.94   (m)           32.6    (f) LEVELING    3  
 EA1404
 EA1404.Superseded values are not recommended for survey control.
 EA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1404.See file dsdata.txt to determine how the superseded data were derived.
 EA1404
 EA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2465344570(NAD 83)
 EA1404_MARKER: DE = TRAVERSE STATION DISK
 EA1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1404_SP_SET: CONCRETE POST
 EA1404_STAMPING: BLANK 1981
 EA1404_MARK LOGO: NCGS  
 EA1404_PROJECTION: RECESSED 13 CENTIMETERS
 EA1404_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1404+STABILITY: SURFACE MOTION
 EA1404
 EA1404  HISTORY     - Date     Condition        Report By
 EA1404  HISTORY     - 1981     MONUMENTED       NCGS
 EA1404  HISTORY     - 1981     GOOD             NCGS
 EA1404  HISTORY     - 19820315 GOOD             NCGS
 EA1404
 EA1404                          STATION DESCRIPTION
 EA1404
 EA1404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1404'5.2 MI SW FROM NEWPORT.
 EA1404'7.0 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 9.2
 EA1404'MILES EAST OF INTERSECTION WITH NC 58, IN HIGHWAY SHOULDER ON EAST
 EA1404'SIDE OF A WOODS ROAD CROSSING, AND 0.2 MILE EAST OF EAST INTERSECTION
 EA1404'WITH SR 1122 (LOOP ROAD), 21.7 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 EA1404'115.6 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG, 75.7 FEET
 EA1404'NORTHEAST OF PEDESTAL POST (215) WITH REFERENCE TAG, 41.2 FEET NORTH
 EA1404'OF 6-INCH OAK WITH REFERENCE TAG, 121.6 FEET SOUTHEAST OF SIGN POST
 EA1404'WITH REFERENCE TAG AND 125.0 FEET EAST OF CENTERLINE OF WOODS ROAD.
 EA1404'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1404
 EA1404                          STATION RECOVERY (1982)
 EA1404
 EA1404'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1404'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1521 ***********************************************************************
 FW1521  DESIGNATION -  BLANK
 FW1521  PID         -  FW1521
 FW1521  STATE/COUNTY-  NC/CURRITUCK
 FW1521  USGS QUAD   -  COINJOCK (1982)
 FW1521
 FW1521                         *CURRENT SURVEY CONTROL
 FW1521  ___________________________________________________________________
 FW1521* NAD 83(2001)-  36 18 36.67390(N)    075 58 01.89798(W)     ADJUSTED  
 FW1521* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1521  ___________________________________________________________________
 FW1521  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 FW1521  GEOID HEIGHT-         -38.45  (meters)                     GEOID03
 FW1521  HORZ ORDER  -  THIRD
 FW1521
 FW1521.The horizontal coordinates were established by classical geodetic methods
 FW1521.and adjusted by the National Geodetic Survey in August 2005.
 FW1521
 FW1521.The orthometric height was scaled from a topographic map.
 FW1521
 FW1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1521
 FW1521.The geoid height was determined by GEOID03.
 FW1521
 FW1521;                    North         East     Units Scale Factor Converg.
 FW1521;SPC NC       -   288,180.112   881,944.746   MT  1.00004322   +1 45 01.6
 FW1521;SPC NC       -   945,470.92  2,893,513.72   sFT  1.00004322   +1 45 01.6
 FW1521;UTM  18      - 4,018,787.638   413,170.518   MT  0.99969289   -0 34 22.0
 FW1521
 FW1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1521!SPC NC       -   1.00000592  x   1.00004322  =   1.00004914
 FW1521!UTM  18      -   1.00000592  x   0.99969289  =   0.99969881
 FW1521
 FW1521:                Primary Azimuth Mark                     Grid Az
 FW1521:SPC NC       -  SLOUGH                                   162 16 47.6
 FW1521:UTM  18      -  SLOUGH                                   164 36 11.2
 FW1521
 FW1521|---------------------------------------------------------------------|
 FW1521| PID    Reference Object                     Distance      Geod. Az  |
 FW1521|                                                           dddmmss.s |
 FW1521| FW1559 SLOUGH                              APPROX. 0.6 KM 1640149.2 |
 FW1521|---------------------------------------------------------------------|
 FW1521
 FW1521                          SUPERSEDED SURVEY CONTROL
 FW1521
 FW1521  NAD 83(1993)-  36 18 36.68341(N)    075 58 01.90827(W) AD(       ) 3
 FW1521  NAD 83(1986)-  36 18 36.68631(N)    075 58 01.92549(W) AD(       ) 3
 FW1521  NAD 27      -  36 18 36.12400(N)    075 58 03.20900(W) AD(       ) 3
 FW1521
 FW1521.Superseded values are not recommended for survey control.
 FW1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1521.See file dsdata.txt to determine how the superseded data were derived.
 FW1521
 FW1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1317118788(NAD 83)
 FW1521_MARK LOGO: USE   
 FW1521
 FW1521  HISTORY     - Date     Condition        Report By
 FW1521  HISTORY     - 1914     MONUMENTED       USE
 FW1521  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1521
 FW1521                          STATION DESCRIPTION
 FW1521
 FW1521'DESCRIBED BY US ENGINEERS 1914 (CLG)
 FW1521'ON THE E SIDE OF NORTH RIVER ABOUT 14-1/4 MILES ABOVE ITS
 FW1521'ENTRANCE TO ALBEMARLE SOUND, DIRECTLY OPPOSITE GREAT CREEK AND
 FW1521'THE LOWER END OF MOORING PILES AT THE RAFT INSPECTION STATION,
 FW1521'ON A CYPRESS STUMP 25 FEET FROM THE RIVER BANK.  THE STATION WAS
 FW1521'ESTABLISHED BY THE U.S. ENGINEERS.
 FW1521
 FW1521                          STATION RECOVERY (1934)
 FW1521
 FW1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1521'STATION NOT RECOVERED.  SITE OF STATION FOUND TO BE NEAR
 FW1521'WATERS EDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7088 ***********************************************************************
 AE7088  DESIGNATION -  BLANK
 AE7088  PID         -  AE7088
 AE7088  STATE/COUNTY-  NC/MECKLENBURG
 AE7088  USGS QUAD   -  HARRISBURG (1993)
 AE7088
 AE7088                         *CURRENT SURVEY CONTROL
 AE7088  ___________________________________________________________________
 AE7088* NAD 83(2001)-  35 18 55.56161(N)    080 41 15.92901(W)     ADJUSTED  
 AE7088* NAVD 88     -       211.6    (meters)     694.     (feet)  VERTCON   
 AE7088  ___________________________________________________________________
 AE7088  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AE7088  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AE7088  HORZ ORDER  -  SECOND
 AE7088
 AE7088.The horizontal coordinates were established by classical geodetic methods
 AE7088.and adjusted by the National Geodetic Survey in August 2005.
 AE7088
 AE7088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7088
 AE7088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7088
 AE7088.The geoid height was determined by GEOID03.
 AE7088
 AE7088;                    North         East     Units Scale Factor Converg.
 AE7088;SPC NC       -   174,958.086   456,149.325   MT  0.99987321   -0 58 26.8
 AE7088;SPC NC       -   574,008.32  1,496,549.91   sFT  0.99987321   -0 58 26.8
 AE7088;UTM  17      - 3,908,069.091   528,382.867   MT  0.99960993   +0 10 49.8
 AE7088
 AE7088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7088!SPC NC       -   0.99997156  x   0.99987321  =   0.99984478
 AE7088!UTM  17      -   0.99997156  x   0.99960993  =   0.99958150
 AE7088
 AE7088                          SUPERSEDED SURVEY CONTROL
 AE7088
 AE7088  NAD 83(1986)-  35 18 55.57819(N)    080 41 15.93900(W) AD(       ) 2
 AE7088  NGVD 29 (09/29/97)  211.8    (m)          695.     (f) VERT ANG    3  
 AE7088
 AE7088.Superseded values are not recommended for survey control.
 AE7088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7088.See file dsdata.txt to determine how the superseded data were derived.
 AE7088
 AE7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2838308069(NAD 83)
 AE7088_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7088_STAMPING: BLANK 1987
 AE7088_MARK LOGO: NCGS  
 AE7088_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7088+STABILITY: SURFACE MOTION
 AE7088
 AE7088  HISTORY     - Date     Condition        Report By
 AE7088  HISTORY     - 1987     MONUMENTED       NCGS
 AE7088  HISTORY     - 20000613 SEE DESCRIPTION  NCGS
 AE7088  HISTORY     - 20030514 MARK NOT FOUND   USPSQD
 AE7088
 AE7088                          STATION DESCRIPTION
 AE7088
 AE7088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7088'STATION IS LOCATED ABOUT 3.38 KM (2.10 MI) WEST OF HARRISBURG AND
 AE7088'10.14 KM (6.30 MI) EAST OF DERITA. ALONG NC 49 FOR 5.63 KM (3.50 MI)
 AE7088'EAST FROM THE W.T. HARRIS BOULEVARD OVERPASS, OR 0.48 KM (0.30 MI)
 AE7088'WEST OF THE MECKLENBURG-CABARRUS COUNTY LINE, IN SHOULDER ON
 AE7088'PROLONGATION WITH WEST SIDE OF BRICK HOME. MARK IS ABOUT LEVEL WITH
 AE7088'HIGHWAY AND RECESSED 3 INCHES BELOW GROUND. LOCATED 5.9 M (19.4 FT)
 AE7088'NORTH OF THE CENTERLINE OF HIGHWAY, 20.2 M (66.3 FT) WEST OF THE
 AE7088'CENTERLINE OF DRIVEWAY LEADING NORTH TO A ONE-STORY BRICK HOUSE, 27.0
 AE7088'M (88.6 FT) WEST-SOUTHWEST OF TELEPHONE PEDESTAL--AND 42.2 M (138.5
 AE7088'FT) SOUTHWEST OF POWER POLE (127), 35.7 M (117.1 FT) EAST-SOUTHEAST OF
 AE7088'15-INCH OAK--BOTH WITH REFERENCE TAGS.
 AE7088
 AE7088                          STATION RECOVERY (2000)
 AE7088
 AE7088'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE7088'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  THE REFERENCES FALL
 AE7088'IN THE EDGE OF PAVING OF US 29.
 AE7088
 AE7088                          STATION RECOVERY (2003)
 AE7088
 AE7088'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7088'SEARCHED NW SIDE OF NC 49 WITH MICRONTA 4001 METAL DETECTOR.  RM STILL
 AE7088'ON PP 127.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1522 ***********************************************************************
 FW1522  DESIGNATION -  BLANK 2
 FW1522  PID         -  FW1522
 FW1522  STATE/COUNTY-  NC/CURRITUCK
 FW1522  USGS QUAD   -  COINJOCK (1982)
 FW1522
 FW1522                         *CURRENT SURVEY CONTROL
 FW1522  ___________________________________________________________________
 FW1522* NAD 83(2001)-  36 18 36.07461(N)    075 58 01.40686(W)     ADJUSTED  
 FW1522* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1522  ___________________________________________________________________
 FW1522  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 FW1522  GEOID HEIGHT-         -38.45  (meters)                     GEOID03
 FW1522  HORZ ORDER  -  THIRD
 FW1522
 FW1522.The horizontal coordinates were established by classical geodetic methods
 FW1522.and adjusted by the National Geodetic Survey in August 2005.
 FW1522
 FW1522.The orthometric height was scaled from a topographic map.
 FW1522
 FW1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1522
 FW1522.The geoid height was determined by GEOID03.
 FW1522
 FW1522;                    North         East     Units Scale Factor Converg.
 FW1522;SPC NC       -   288,162.021   881,957.557   MT  1.00004316   +1 45 01.9
 FW1522;SPC NC       -   945,411.56  2,893,555.75   sFT  1.00004316   +1 45 01.9
 FW1522;UTM  18      - 4,018,769.050   413,182.581   MT  0.99969287   -0 34 21.7
 FW1522
 FW1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1522!SPC NC       -   1.00000592  x   1.00004316  =   1.00004908
 FW1522!UTM  18      -   1.00000592  x   0.99969287  =   0.99969879
 FW1522
 FW1522|---------------------------------------------------------------------|
 FW1522| PID    Reference Object                     Distance      Geod. Az  |
 FW1522|                                                           dddmmss.s |
 FW1522| FW1786 BLANK 2 RM 1                         16.130 METERS 04249     |
 FW1522| FW1787 BLANK 2 RM 2                         20.550 METERS 12808     |
 FW1522| FW1560 SLOUGH 2                            APPROX. 0.6 KM 1642933.7 |
 FW1522| FW1541 NR 9=GREAT CREEK S                  APPROX. 0.8 KM 2463834.1 |
 FW1522| FW1538 DAY MARK 4                          APPROX. 0.6 KM 3094434.7 |
 FW1522| FW1553 NR 4                                APPROX. 0.6 KM 3475934.9 |
 FW1522|---------------------------------------------------------------------|
 FW1522
 FW1522                          SUPERSEDED SURVEY CONTROL
 FW1522
 FW1522  NAD 83(1993)-  36 18 36.08412(N)    075 58 01.41716(W) AD(       ) 3
 FW1522  NAD 83(1986)-  36 18 36.08699(N)    075 58 01.43436(W) AD(       ) 3
 FW1522  NAD 27      -  36 18 35.52400(N)    075 58 02.71800(W) AD(       ) 3
 FW1522
 FW1522.Superseded values are not recommended for survey control.
 FW1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1522.See file dsdata.txt to determine how the superseded data were derived.
 FW1522
 FW1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1318318769(NAD 83)
 FW1522_MARKER: DS = TRIANGULATION STATION DISK
 FW1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1522
 FW1522  HISTORY     - Date     Condition        Report By
 FW1522  HISTORY     - 1934     MONUMENTED       CGS
 FW1522  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW1522
 FW1522                          STATION DESCRIPTION
 FW1522
 FW1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1522'STATION IS ON THE E BANK OF NORTH RIVER ABOUT 2-1/2 MILES S OF
 FW1522'COINJOCK, AND OPPOSITE MOUTH OF INDIAN TOWN CREEK.  STATION IS
 FW1522'ON A SMALL PENINSULA OF MARSH FORMED BY A SLOUGH AND NORTH
 FW1522'RIVER.  TWO TREES (CYPRESS) BLAZED WITH TRIANGLES, MARK THE
 FW1522'VICINITY OF THE STATION.  THE TREE LINE IS ABOUT 100 METERS BACK
 FW1522'FROM THE SHORE FROM THIS POINT, A 5- BY 5-INCH CONCRETE WITNESS
 FW1522'POST WAS PLACED 7.47 METERS S OF STATION.
 FW1522'
 FW1522'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1522'DISKS SET IN CONCRETE.
 FW1522
 FW1522                          STATION RECOVERY (1963)
 FW1522
 FW1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1522'STATION SEARCHED FOR BUT WAS NOT RECOVERED.  IT APPEARS THAT THE
 FW1522'POINT OF MARSH HAS ERODED BACK AND DESTROYED THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5756 ***********************************************************************
 AH5756  DESIGNATION -  BLANKET RESET
 AH5756  PID         -  AH5756
 AH5756  STATE/COUNTY-  NC/JOHNSTON
 AH5756  USGS QUAD   -  FOUR OAKS NE (1986)
 AH5756
 AH5756                         *CURRENT SURVEY CONTROL
 AH5756  ___________________________________________________________________
 AH5756* NAD 83(2001)-  35 28 57.62486(N)    078 21 41.01507(W)     ADJUSTED  
 AH5756* NAVD 88     -        38.967  (meters)     127.84   (feet)  ADJUSTED  
 AH5756  ___________________________________________________________________
 AH5756  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 AH5756  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AH5756  DYNAMIC HT  -          38.933 (meters)     127.73  (feet)  COMP
 AH5756  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 AH5756
 AH5756  HORZ ORDER  -  SECOND
 AH5756  VERT ORDER  -  SECOND    CLASS II
 AH5756
 AH5756.The horizontal coordinates were established by classical geodetic methods
 AH5756.and adjusted by the National Geodetic Survey in August 2005.
 AH5756
 AH5756.The orthometric height was determined by differential leveling
 AH5756.and adjusted in February 2000.
 AH5756
 AH5756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5756
 AH5756.The geoid height was determined by GEOID03.
 AH5756
 AH5756.The dynamic height is computed by dividing the NAVD 88
 AH5756.geopotential number by the normal gravity value computed on the
 AH5756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5756.degrees latitude (g = 980.6199 gals.).
 AH5756
 AH5756.The modeled gravity was interpolated from observed gravity values.
 AH5756
 AH5756;                    North         East     Units Scale Factor Converg.
 AH5756;SPC NC       -   192,392.576   667,546.763   MT  0.99988068   +0 22 06.9
 AH5756;SPC NC       -   631,207.98  2,190,109.67   sFT  0.99988068   +0 22 06.9
 AH5756;UTM  17      - 3,929,772.711   739,382.647   MT  1.00030623   +1 31 56.4
 AH5756
 AH5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5756!SPC NC       -   0.99999925  x   0.99988068  =   0.99987993
 AH5756!UTM  17      -   0.99999925  x   1.00030623  =   1.00030548
 AH5756
 AH5756:                Primary Azimuth Mark                     Grid Az
 AH5756:SPC NC       -  BROGDEN                                  052 06 42.2
 AH5756:UTM  17      -  BROGDEN                                  050 56 52.7
 AH5756
 AH5756|---------------------------------------------------------------------|
 AH5756| PID    Reference Object                     Distance      Geod. Az  |
 AH5756|                                                           dddmmss.s |
 AH5756| EZ0204 BROGDEN                             APPROX. 1.6 KM 0522849.1 |
 AH5756|---------------------------------------------------------------------|
 AH5756
 AH5756                          SUPERSEDED SURVEY CONTROL
 AH5756
 AH5756  NAD 83(1986)-  35 28 57.63209(N)    078 21 41.02544(W) AD(       ) 2
 AH5756
 AH5756.Superseded values are not recommended for survey control.
 AH5756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5756.See file dsdata.txt to determine how the superseded data were derived.
 AH5756
 AH5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3938329773(NAD 83)
 AH5756_MARKER: Z = SEE DESCRIPTION
 AH5756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5756_MARK LOGO: NONE  
 AH5756_PROJECTION: FLUSH
 AH5756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5756+STABILITY: SURFACE MOTION
 AH5756
 AH5756  HISTORY     - Date     Condition        Report By
 AH5756  HISTORY     - UNK      MONUMENTED       RBNF
 AH5756  HISTORY     - 19900809 POOR             NCGS
 AH5756
 AH5756                          STATION DESCRIPTION
 AH5756
 AH5756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 AH5756'FROM THE I-95 UNDERPASS OF U.S. HIGHWAY 70, PROCEED SOUTHWEST ALONG
 AH5756'I-95 FOR 2.7 MILES TO STATION ON RIGHT IN THE NORTHWEST SHOULDER OF
 AH5756'SOUTHBOUND LANE, 1.0 MILE SOUTHWEST OF SR 1007 (BROGDEN ROAD) OVERPASS
 AH5756', AND SOUTHEAST OF THE WEST PARKING LOT FOR FIELDCREST MILLS, 28.5 FT
 AH5756'(8.7 M) NORTHWEST OF THE CENTERLINE OF I-95 SOUTHBOUND LANE, 15.8 FT
 AH5756'(4.8 M) SOUTH-SOUTHEAST OF NORTHWEST END OF CULVERT UNDER I-95, AND
 AH5756'63.9 FT (19.5 M) SOUTHEAST OF A LONE 36 INCH OAK WITH ALUMINUM
 AH5756'REFERENCE TAG. NOTE--DISK IS MISSING AND ONLY THE STEM IS REMAINS. THE
 AH5756'TOP OF THE STEM WAS HELD FOR LEVELING ON THIS PROJECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2765 ***********************************************************************
 FA2765  DESIGNATION -  BLANTON
 FA2765  PID         -  FA2765
 FA2765  STATE/COUNTY-  NC/IREDELL
 FA2765  USGS QUAD   -  TROUTMAN (1993)
 FA2765
 FA2765                         *CURRENT SURVEY CONTROL
 FA2765  ___________________________________________________________________
 FA2765* NAD 83(2001)-  35 42 52.37868(N)    080 53 47.61900(W)     ADJUSTED  
 FA2765* NAVD 88     -       287.0    (meters)     942.     (feet)  VERTCON   
 FA2765  ___________________________________________________________________
 FA2765  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FA2765  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 FA2765  HORZ ORDER  -  SECOND
 FA2765
 FA2765.The horizontal coordinates were established by classical geodetic methods
 FA2765.and adjusted by the National Geodetic Survey in August 2005.
 FA2765
 FA2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2765
 FA2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2765
 FA2765.The geoid height was determined by GEOID03.
 FA2765
 FA2765;                    North         East     Units Scale Factor Converg.
 FA2765;SPC NC       -   219,569.569   438,012.903   MT  0.99990513   -1 05 40.7
 FA2765;SPC NC       -   720,371.16  1,437,047.33   sFT  0.99990513   -1 05 40.7
 FA2765;UTM  17      - 3,952,293.519   509,356.209   MT  0.99960108   +0 03 37.4
 FA2765
 FA2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2765!SPC NC       -   0.99995995  x   0.99990513  =   0.99986508
 FA2765!UTM  17      -   0.99995995  x   0.99960108  =   0.99956105
 FA2765
 FA2765:                Primary Azimuth Mark                     Grid Az
 FA2765:SPC NC       -  SKATE                                    285 12 55.7
 FA2765:UTM  17      -  SKATE                                    284 03 37.6
 FA2765
 FA2765|---------------------------------------------------------------------|
 FA2765| PID    Reference Object                     Distance      Geod. Az  |
 FA2765|                                                           dddmmss.s |
 FA2765| FA2779 SKATE                               APPROX. 0.9 KM 2840715.0 |
 FA2765|---------------------------------------------------------------------|
 FA2765
 FA2765                          SUPERSEDED SURVEY CONTROL
 FA2765
 FA2765  NAD 83(1986)-  35 42 52.38891(N)    080 53 47.62644(W) AD(       ) 2
 FA2765  NAD 27      -  35 42 51.90593(N)    080 53 48.36506(W) AD(       ) 2
 FA2765  NGVD 29 (07/19/86)  287.2    (m)          942.     (f) VERT ANG    3  
 FA2765
 FA2765.Superseded values are not recommended for survey control.
 FA2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2765.See file dsdata.txt to determine how the superseded data were derived.
 FA2765
 FA2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0935652294(NAD 83)
 FA2765_MARKER: DE = TRAVERSE STATION DISK
 FA2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2765_STAMPING: BLANTON 1963
 FA2765_MARK LOGO: NCGS  
 FA2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2765+STABILITY: SURFACE MOTION
 FA2765
 FA2765  HISTORY     - Date     Condition        Report By
 FA2765  HISTORY     - 1963     MONUMENTED       NCGS
 FA2765  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA2765
 FA2765                          STATION DESCRIPTION
 FA2765
 FA2765'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2765'BLANTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2765'ON A LINE RUNNING FROM C AND GS TRIANGULATION STATION EUFOLA TO
 FA2765'C AND GS TRIANGULATION STATION OSWALT, ALL IN THE VICINITY OF
 FA2765'STATESVILLE, NORTH CAROLINA.
 FA2765'
 FA2765'BLANTON IS 4.7 MILES S OF THE CENTER OF STATESVILLE, 150 FT N
 FA2765'OF INTERSECTION OF SR 1005 AND U.S. 21 ALONG U.S. 21.  ON E
 FA2765'SIDE OF U.S. 21 AND APPROXIMATELY 250 FT S OF FAIR GROUNDS
 FA2765'ENTRANCE BETWEEN U.S. 21 AND SOUTHERN RR TRACKS.
 FA2765'
 FA2765'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2765'BLANTON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2765'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2765'
 FA2765'MARK IS
 FA2765'
 FA2765'31.9 FT E OF C/L OF U.S. 21
 FA2765'
 FA2765'36.0 FT W OF W RAIL OF SOUTHERN RR TRACK
 FA2765'
 FA2765'90.9 FT W OF TP 30
 FA2765'
 FA2765'80.3 FT E OF NE CORNER OF STORE (JIMS PLACE)
 FA2765'
 FA2765'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2765
 FA2765                          STATION RECOVERY (1998)
 FA2765
 FA2765'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3330 ***********************************************************************
 FA3330  DESIGNATION -  BLANTON
 FA3330  PID         -  FA3330
 FA3330  STATE/COUNTY-  NC/RUTHERFORD
 FA3330  USGS QUAD   -  FOREST CITY (1993)
 FA3330
 FA3330                         *CURRENT SURVEY CONTROL
 FA3330  ___________________________________________________________________
 FA3330* NAD 83(2001)-  35 20 08.69402(N)    081 47 42.45385(W)     ADJUSTED  
 FA3330* NAVD 88     -       303.0    (meters)     994.     (feet)  VERTCON   
 FA3330  ___________________________________________________________________
 FA3330  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 FA3330  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FA3330  HORZ ORDER  -  SECOND
 FA3330
 FA3330.The horizontal coordinates were established by classical geodetic methods
 FA3330.and adjusted by the National Geodetic Survey in August 2005.
 FA3330
 FA3330.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3330
 FA3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3330
 FA3330.The geoid height was determined by GEOID03.
 FA3330
 FA3330;                    North         East     Units Scale Factor Converg.
 FA3330;SPC NC       -   179,483.975   355,551.594   MT  0.99987366   -1 36 47.7
 FA3330;SPC NC       -   588,857.01  1,166,505.52   sFT  0.99987366   -1 36 47.7
 FA3330;UTM  17      - 3,910,567.313   427,740.274   MT  0.99966435   -0 27 35.6
 FA3330
 FA3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3330!SPC NC       -   0.99995746  x   0.99987366  =   0.99983113
 FA3330!UTM  17      -   0.99995746  x   0.99966435  =   0.99962183
 FA3330
 FA3330:                Primary Azimuth Mark                     Grid Az
 FA3330:SPC NC       -  FLYNN                                    246 41 31.5
 FA3330:UTM  17      -  FLYNN                                    245 32 19.4
 FA3330
 FA3330|---------------------------------------------------------------------|
 FA3330| PID    Reference Object                     Distance      Geod. Az  |
 FA3330|                                                           dddmmss.s |
 FA3330| FA3328 FLYNN                               APPROX. 2.0 KM 2450443.8 |
 FA3330|---------------------------------------------------------------------|
 FA3330
 FA3330                          SUPERSEDED SURVEY CONTROL
 FA3330
 FA3330  NAD 83(1986)-  35 20 08.70774(N)    081 47 42.45346(W) AD(       ) 2
 FA3330  NAD 27      -  35 20 08.26417(N)    081 47 43.09964(W) AD(       ) 2
 FA3330  NGVD 29 (07/19/86)  303.2    (m)          995.     (f) VERT ANG    3  
 FA3330
 FA3330.Superseded values are not recommended for survey control.
 FA3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3330.See file dsdata.txt to determine how the superseded data were derived.
 FA3330
 FA3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2774010567(NAD 83)
 FA3330_MARKER: DE = TRAVERSE STATION DISK
 FA3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3330_STAMPING: BLANKTON 1973
 FA3330_MARK LOGO: NCGS  
 FA3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3330+STABILITY: SURFACE MOTION
 FA3330
 FA3330  HISTORY     - Date     Condition        Report By
 FA3330  HISTORY     - 1973     MONUMENTED       NCGS
 FA3330  HISTORY     - 19960522 MARK NOT FOUND   USPSQD
 FA3330  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 FA3330
 FA3330                          STATION DESCRIPTION
 FA3330
 FA3330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS)
 FA3330'BLANTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3330'THE VICINITY OF ELLENBORO, NORTH CAROLINA.
 FA3330'
 FA3330'BLANTON IS LOCATED APPROXIMATELY 2.2 MILES WNW OF ELLENBORO, AND 3.8
 FA3330'MILES EAST OF FOREST CITY.  TO REACH STATION FROM INTERSECTION OF
 FA3330'US 74 AND SR 1920 IN ELLENBORO, PROCEED WESTERLY ALONG US 74
 FA3330'BUSINESS FOR 2.1 MILES TO SR 1917.  THENCE SOUTH ALONG SR 1917 FOR
 FA3330'0.2 MILES TO SR 1915.  THENCE WEST ALONG SR 1915 FOR 0.45
 FA3330'MILES TO SR 1916.  THENCE SOUTH ALONG SR 1916 FOR 0.1 MILES TO
 FA3330'STATION ON LEFT ACROSS A CULTIVATED FIELD AT A NORTH-SOUTH FENCE
 FA3330'LINE ON EVERETTE BLANTON FARM.
 FA3330'
 FA3330'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLANTON
 FA3330'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA3330'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3330'
 FA3330'MARK IS
 FA3330'259.0 FEET E OF C/L OF SR 1916.
 FA3330'248.3 FEET ESE OF AN 18 INCH CONCRETE CULVERT UNDER SR 1916.
 FA3330'7.6 FEET SW OF FENCE POST W/ALUMINUM REF. TAG.
 FA3330'11.5 FEET N OF FENCE POST W/ALUMINUM REF. TAG.
 FA3330
 FA3330                          STATION RECOVERY (1996)
 FA3330
 FA3330'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA3330'MARK NOT FOUND.
 FA3330
 FA3330                          STATION RECOVERY (2004)
 FA3330
 FA3330'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA3330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3527 ***********************************************************************
 FB3527  DESIGNATION -  BLANTON
 FB3527  PID         -  FB3527
 FB3527  STATE/COUNTY-  NC/JACKSON
 FB3527  USGS QUAD   -  SYLVA NORTH (1978)
 FB3527
 FB3527                         *CURRENT SURVEY CONTROL
 FB3527  ___________________________________________________________________
 FB3527* NAD 83(2001)-  35 23 34.21778(N)    083 09 41.23287(W)     ADJUSTED  
 FB3527* NAVD 88     -       774.8    (meters)    2542.     (feet)  VERTCON   
 FB3527  ___________________________________________________________________
 FB3527  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 FB3527  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FB3527  HORZ ORDER  -  SECOND
 FB3527
 FB3527.The horizontal coordinates were established by classical geodetic methods
 FB3527.and adjusted by the National Geodetic Survey in August 2005.
 FB3527
 FB3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3527
 FB3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3527
 FB3527.The geoid height was determined by GEOID03.
 FB3527
 FB3527;                    North         East     Units Scale Factor Converg.
 FB3527;SPC NC       -   190,162.538   231,692.000   MT  0.99987561   -2 24 06.7
 FB3527;SPC NC       -   623,891.59    760,142.84   sFT  0.99987561   -2 24 06.7
 FB3527;UTM  17      - 3,918,753.899   303,695.607   MT  1.00007491   -1 15 08.2
 FB3527
 FB3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3527!SPC NC       -   0.99988287  x   0.99987561  =   0.99975849
 FB3527!UTM  17      -   0.99988287  x   1.00007491  =   0.99995777
 FB3527
 FB3527                          SUPERSEDED SURVEY CONTROL
 FB3527
 FB3527  NAD 83(1995)-  35 23 34.21801(N)    083 09 41.23287(W) AD(       ) 2
 FB3527  NAD 83(1986)-  35 23 34.22816(N)    083 09 41.23638(W) AD(       ) 2
 FB3527  NGVD 29 (09/18/91)  774.8    (m)         2542.     (f) VERT ANG    3  
 FB3527
 FB3527.Superseded values are not recommended for survey control.
 FB3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3527.See file dsdata.txt to determine how the superseded data were derived.
 FB3527
 FB3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0369618754(NAD 83)
 FB3527_MARKER: DE = TRAVERSE STATION DISK
 FB3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3527_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3527+STABILITY: SURFACE MOTION
 FB3527
 FB3527  HISTORY     - Date     Condition        Report By
 FB3527  HISTORY     - 1980     MONUMENTED       NCGS
 FB3527  HISTORY     - 19941020 GOOD             USPSQD
 FB3527
 FB3527                          STATION DESCRIPTION
 FB3527
 FB3527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3527'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH OF ADDIE AND 3.8
 FB3527'MILES EAST-NORTHEAST OF SYLVA.
 FB3527'TO REACH THE STATION  FROM US 19A-23 UNDERPASS OF US 23 BUSINESS
 FB3527'NORTHEAST OF SYLVA, PROCEED EAST ALONG US 19A-23 FOR 2.15 MILES TO
 FB3527'STATION ON RIGHT AND 0.2 MILE WEST OF SR 1709 ALSO APPROXIMATELY 1000
 FB3527'FEET EAST-NORTHEAST OF A STAR SHAPED REST HOME.
 FB3527'
 FB3527'STATION MARK IS A STANDARD DISK STAMPED---BLANTON 1980---SET IN TOP OF
 FB3527'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS
 FB3527'27.0 FEET SOUTH OF CENTERLINE OF NORTHBOUND LANES, 4.5 FEET SOUTH OF
 FB3527'GUARD RAIL, 164.2 FEET SOUTHWEST OF CENTER OF IRON DRAINAGE GRATE.
 FB3527
 FB3527                          STATION RECOVERY (1994)
 FB3527
 FB3527'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2935 ***********************************************************************
 FY2935  DESIGNATION -  BLAZE
 FY2935  PID         -  FY2935
 FY2935  STATE/COUNTY-  NC/ORANGE
 FY2935  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY2935
 FY2935                         *CURRENT SURVEY CONTROL
 FY2935  ___________________________________________________________________
 FY2935* NAD 83(2001)-  36 02 15.87500(N)    078 59 37.05667(W)     ADJUSTED  
 FY2935* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 FY2935  ___________________________________________________________________
 FY2935  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 FY2935  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FY2935  HORZ ORDER  -  SECOND
 FY2935
 FY2935.The horizontal coordinates were established by classical geodetic methods
 FY2935.and adjusted by the National Geodetic Survey in August 2005.
 FY2935
 FY2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2935
 FY2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2935
 FY2935.The geoid height was determined by GEOID03.
 FY2935
 FY2935;                    North         East     Units Scale Factor Converg.
 FY2935;SPC NC       -   253,788.518   610,175.553   MT  0.99996657   +0 00 13.2
 FY2935;SPC NC       -   832,637.83  2,001,884.29   sFT  0.99996657   +0 00 13.2
 FY2935;UTM  17      - 3,989,997.088   680,754.907   MT  1.00000259   +1 10 50.5
 FY2935
 FY2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2935!SPC NC       -   0.99998141  x   0.99996657  =   0.99994798
 FY2935!UTM  17      -   0.99998141  x   1.00000259  =   0.99998400
 FY2935
 FY2935:                Primary Azimuth Mark                     Grid Az
 FY2935:SPC NC       -  WARD                                     086 13 19.8
 FY2935:UTM  17      -  WARD                                     085 02 42.5
 FY2935
 FY2935|---------------------------------------------------------------------|
 FY2935| PID    Reference Object                     Distance      Geod. Az  |
 FY2935|                                                           dddmmss.s |
 FY2935| FY2955 WARD                                APPROX. 1.1 KM 0861333.0 |
 FY2935|---------------------------------------------------------------------|
 FY2935
 FY2935                          SUPERSEDED SURVEY CONTROL
 FY2935
 FY2935  NAD 83(1993)-  36 02 15.87824(N)    078 59 37.06455(W) AD(       ) 2
 FY2935  NAD 83(1986)-  36 02 15.87530(N)    078 59 37.06688(W) AD(       ) 2
 FY2935  NAD 27      -  36 02 15.36678(N)    078 59 38.03096(W) AD(       ) 2
 FY2935  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG    3  
 FY2935
 FY2935.Superseded values are not recommended for survey control.
 FY2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2935.See file dsdata.txt to determine how the superseded data were derived.
 FY2935
 FY2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8075589997(NAD 83)
 FY2935_MARKER: DE = TRAVERSE STATION DISK
 FY2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2935_STAMPING: BLAZE 1963
 FY2935_MARK LOGO: NCGS  
 FY2935_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2935+STABILITY: SURFACE MOTION
 FY2935
 FY2935  HISTORY     - Date     Condition        Report By
 FY2935  HISTORY     - 1963     MONUMENTED       NCGS
 FY2935  HISTORY     - 1981     GOOD             NCGS
 FY2935  HISTORY     - 1988     GOOD             USPSQD
 FY2935
 FY2935                          STATION DESCRIPTION
 FY2935
 FY2935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY2935'BLAZE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2935'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY2935'
 FY2935'BLAZE IS 5.5 MILES NW OF DURHAM AND 6.5 MILES SE OF
 FY2935'HILLSBORO.  LOCATED 2.9 MILES WNW ALONG I-85 FROM U.S. 501 AND
 FY2935'15.  0.6 MILES W OF SPARGER RD. (SR 1400).  1.0 MILE E OF BRIDGE
 FY2935'OVER OLD U.S. 70.  0.3 MILES W OF ORANGE AND DURHAM COUNTY LINE
 FY2935'ON S SIDE OF I-85 AND ON TOP OF DITCH BANK.
 FY2935'
 FY2935'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2935'BLAZE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2935'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY2935'
 FY2935'MARK IS
 FY2935'
 FY2935'58.5 FT S OF C/L OF N BOUND LANE OF I-85
 FY2935'
 FY2935'8.1 FT NE OF 3 LEAD NAILS IN 8 INCH PINE
 FY2935'
 FY2935'13.8 FT NW OF 3 LEAD NAILS IN 6 INCH PINE
 FY2935'
 FY2935'54.5 FT SW OF RM 1 ON S EDGE OF PAVEMENT
 FY2935'
 FY2935'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY2935
 FY2935                          STATION RECOVERY (1981)
 FY2935
 FY2935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY2935'THE STATION WAS RECOVERED AT THIS DATE.
 FY2935'STATION IS IN GOOD CONDITION.
 FY2935'
 FY2935'MARK IS 7.9 FEET NORTH-NORTHEAST OF AN 18 INCH PINE AND 13.5 FEET
 FY2935'NORTHWEST OF A 12 INCH PINE BOTH WITH REFERENCE TAGS, AND 216.5 FEET
 FY2935'EAST-SOUTHEAST OF THE CENTER OF A METAL DRAINAGE COVER.
 FY2935
 FY2935                          STATION RECOVERY (1988)
 FY2935
 FY2935'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY2935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4121 ***********************************************************************
 AH4121  DESIGNATION -  BLEDSOE
 AH4121  PID         -  AH4121
 AH4121  STATE/COUNTY-  NC/SURRY
 AH4121  USGS QUAD   -  COPELAND (1994)
 AH4121
 AH4121                         *CURRENT SURVEY CONTROL
 AH4121  ___________________________________________________________________
 AH4121* NAD 83(2001)-  36 20 02.57819(N)    080 42 09.60884(W)     ADJUSTED  
 AH4121* NAVD 88     -       306.4    (meters)    1005.     (feet)  VERTCON   
 AH4121  ___________________________________________________________________
 AH4121  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AH4121  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AH4121  HORZ ORDER  -  SECOND
 AH4121
 AH4121.The horizontal coordinates were established by classical geodetic methods
 AH4121.and adjusted by the National Geodetic Survey in August 2005.
 AH4121
 AH4121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4121
 AH4121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4121
 AH4121.The geoid height was determined by GEOID03.
 AH4121
 AH4121;                    North         East     Units Scale Factor Converg.
 AH4121;SPC NC       -   287,978.633   456,732.042   MT  1.00005102   -0 58 57.8
 AH4121;SPC NC       -   944,809.90  1,498,461.71   sFT  1.00005102   -0 58 57.8
 AH4121;UTM  17      - 4,021,041.484   526,684.290   MT  0.99960877   +0 10 34.2
 AH4121
 AH4121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4121!SPC NC       -   0.99995716  x   1.00005102  =   1.00000818
 AH4121!UTM  17      -   0.99995716  x   0.99960877  =   0.99956595
 AH4121
 AH4121                          SUPERSEDED SURVEY CONTROL
 AH4121
 AH4121  NAD 83(1986)-  36 20 02.58595(N)    080 42 09.61505(W) AD(       ) 2
 AH4121  NGVD 29 (12/22/97)  306.6    (m)         1006.     (f) VERT ANG    3  
 AH4121
 AH4121.Superseded values are not recommended for survey control.
 AH4121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4121.See file dsdata.txt to determine how the superseded data were derived.
 AH4121
 AH4121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2668421041(NAD 83)
 AH4121_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4121_STAMPING: BLEDSOE 1986
 AH4121_MARK LOGO: NCGS  
 AH4121_PROJECTION: FLUSH
 AH4121_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4121+STABILITY: SURFACE MOTION
 AH4121
 AH4121  HISTORY     - Date     Condition        Report By
 AH4121  HISTORY     - 1986     MONUMENTED       NCGS
 AH4121
 AH4121                          STATION DESCRIPTION
 AH4121
 AH4121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4121'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) SOUTH-SOUTHEAST OF DOBSON,
 AH4121'IN THE FAIRVIEW COMMUNITY. ALONG NC 268 FOR 1.8 KM (1.10 MI) EAST FROM
 AH4121'US 601 CROSSROADS, AT SR 2256, IN NORTHEAST QUADRANT OF THE
 AH4121'T-INTERSECTION. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL
 AH4121'WITH HIGHWAY. LOCATED 5.0 M (16.4 FT) NORTH-NORTHWEST OF THE
 AH4121'CENTERLINE OF HIGHWAY, 23.2 M (76.1 FT) NORTHEAST OF THE CENTERLINE OF
 AH4121'T-INTERSECTION--AND 10.8 M (35.4 FT) EAST OF A TELEPHONE PEDESTAL
 AH4121'BESIDE A SERVICE POLE, 19.7 M (64.6 FT) NORTH-NORTHEAST OF A TELEPHONE
 AH4121'PEDESTAL BESIDE SUPPORT POLE, 11.8 M (38.7 FT) SOUTHWEST OF AN 8-INCH
 AH4121'MAPLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2858 ***********************************************************************
 FY2858  DESIGNATION -  BLEVINS
 FY2858  PID         -  FY2858
 FY2858  STATE/COUNTY-  NC/GRANVILLE
 FY2858  USGS QUAD   -  OXFORD (1984)
 FY2858
 FY2858                         *CURRENT SURVEY CONTROL
 FY2858  ___________________________________________________________________
 FY2858* NAD 83(2001)-  36 18 53.09635(N)    078 30 48.68943(W)     ADJUSTED  
 FY2858* NAVD 88     -       149.3    (meters)     490.     (feet)  VERTCON   
 FY2858  ___________________________________________________________________
 FY2858  LAPLACE CORR-          -8.28  (seconds)                    DEFLEC99
 FY2858  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FY2858  HORZ ORDER  -  SECOND
 FY2858
 FY2858.The horizontal coordinates were established by classical geodetic methods
 FY2858.and adjusted by the National Geodetic Survey in August 2005.
 FY2858
 FY2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2858
 FY2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2858
 FY2858.The geoid height was determined by GEOID03.
 FY2858
 FY2858;                    North         East     Units Scale Factor Converg.
 FY2858;SPC NC       -   284,632.870   653,290.435   MT  1.00004470   +0 16 50.8
 FY2858;SPC NC       -   933,833.01  2,143,337.04   sFT  1.00004470   +0 16 50.8
 FY2858;UTM  17      - 4,021,729.229   723,227.313   MT  1.00021400   +1 28 23.3
 FY2858
 FY2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2858!SPC NC       -   0.99998162  x   1.00004470  =   1.00002632
 FY2858!UTM  17      -   0.99998162  x   1.00021400  =   1.00019562
 FY2858
 FY2858|---------------------------------------------------------------------|
 FY2858| PID    Reference Object                     Distance      Geod. Az  |
 FY2858|                                                           dddmmss.s |
 FY2858| FY2859 FOURWAY                             165.589 METERS 00722     |
 FY2858| FY2857 BURROUGHS                           APPROX. 0.6 KM 1882120.6 |
 FY2858|---------------------------------------------------------------------|
 FY2858
 FY2858                          SUPERSEDED SURVEY CONTROL
 FY2858
 FY2858  NAD 83(1993)-  36 18 53.10060(N)    078 30 48.69005(W) AD(       ) 2
 FY2858  NAD 83(1986)-  36 18 53.09913(N)    078 30 48.69857(W) AD(       ) 2
 FY2858  NAD 27      -  36 18 52.57896(N)    078 30 49.69975(W) AD(       ) 2
 FY2858  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG    3  
 FY2858
 FY2858.Superseded values are not recommended for survey control.
 FY2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2858.See file dsdata.txt to determine how the superseded data were derived.
 FY2858
 FY2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2322721729(NAD 83)
 FY2858_MARKER: DE = TRAVERSE STATION DISK
 FY2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2858_STAMPING: BLEVINS 1971
 FY2858_MARK LOGO: NCGS  
 FY2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2858+STABILITY: SURFACE MOTION
 FY2858
 FY2858  HISTORY     - Date     Condition        Report By
 FY2858  HISTORY     - 1971     MONUMENTED       NCGS
 FY2858
 FY2858                          STATION DESCRIPTION
 FY2858
 FY2858'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2858'BLEVINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2858'THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY2858'
 FY2858'BLEVINS IS LOCATED APPROXIMATELY 4.1 MILES EAST OF OXFORD AND 6.6
 FY2858'MILES WEST OF HENDERSON.  TO REACH STATION PROCEED FROM THE
 FY2858'INTERSECTION OF US 158 BUSINESS AND SR 1611.  GO SOUTH ALONG SR
 FY2858'1611 FOR 0.05 MILE TO STATION ON RIGHT (W SIDE OF SR 1611).  AND
 FY2858'3.0 MILES NORTH OF SEABOARD COAST LINE RAILROAD CROSSING ON SR 1611.
 FY2858'
 FY2858'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLEVINS
 FY2858'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2858'FLUSH WITH THE GROUND.
 FY2858'
 FY2858'MARK IS
 FY2858'43.9 FEET W OF C/L OF SR 1611.
 FY2858'13.0 FEET N OF C/L OF A FIELD ROAD WEST.
 FY2858'89.9 FEET W OF ALUMINUM REF. TAG ON TP NO. 91 W/JUNCTION BOX.
 FY2858'98.4 FEET E OF ALUMINUM REF. TAG ON TP.
 FY2858'36.6 FEET ESE OF ALUMINUM REF. TAG ON 12 INCH PINE.
 FY2858'24.0 FEET SSE OF ALUMINUM REF. TAG ON 12 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2560 ***********************************************************************
 FZ2560  DESIGNATION -  BLEVINS
 FZ2560  PID         -  FZ2560
 FZ2560  STATE/COUNTY-  NC/ASHE
 FZ2560  USGS QUAD   -  JEFFERSON (1998)
 FZ2560
 FZ2560                         *CURRENT SURVEY CONTROL
 FZ2560  ___________________________________________________________________
 FZ2560* NAD 83(2001)-  36 29 51.23933(N)    081 24 37.20772(W)     ADJUSTED  
 FZ2560* NAVD 88     -       891.8    (meters)    2926.     (feet)  VERTCON   
 FZ2560  ___________________________________________________________________
 FZ2560  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FZ2560  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FZ2560  HORZ ORDER  -  SECOND
 FZ2560
 FZ2560.The horizontal coordinates were established by classical geodetic methods
 FZ2560.and adjusted by the National Geodetic Survey in August 2005.
 FZ2560
 FZ2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2560
 FZ2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2560
 FZ2560.The geoid height was determined by GEOID03.
 FZ2560
 FZ2560;                    North         East     Units Scale Factor Converg.
 FZ2560;SPC NC       -   307,435.858   393,647.498   MT  1.00010918   -1 23 28.2
 FZ2560;SPC NC       - 1,008,645.81  1,291,491.83   sFT  1.00010918   -1 23 28.2
 FZ2560;UTM  17      - 4,039,216.418   463,251.055   MT  0.99961664   -0 14 38.6
 FZ2560
 FZ2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2560!SPC NC       -   0.99986496  x   1.00010918  =   0.99997412
 FZ2560!UTM  17      -   0.99986496  x   0.99961664  =   0.99948165
 FZ2560
 FZ2560                          SUPERSEDED SURVEY CONTROL
 FZ2560
 FZ2560  NAD 83(1995)-  36 29 51.24131(N)    081 24 37.20851(W) AD(       ) 2
 FZ2560  NAD 83(1993)-  36 29 51.24368(N)    081 24 37.21331(W) AD(       ) 2
 FZ2560  NAD 83(1986)-  36 29 51.25005(N)    081 24 37.22489(W) AD(       ) 2
 FZ2560  NGVD 29 (02/11/91)  891.9    (m)         2926.     (f) VERT ANG    3  
 FZ2560
 FZ2560.Superseded values are not recommended for survey control.
 FZ2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2560.See file dsdata.txt to determine how the superseded data were derived.
 FZ2560
 FZ2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6325139216(NAD 83)
 FZ2560_MARKER: DE = TRAVERSE STATION DISK
 FZ2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2560+STABILITY: SURFACE MOTION
 FZ2560
 FZ2560  HISTORY     - Date     Condition        Report By
 FZ2560  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2560
 FZ2560                          STATION DESCRIPTION
 FZ2560
 FZ2560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2560'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.1. MILES
 FZ2560'WEST-SOUTHWEST OF CRUMPLER AND 6.3 MILES NORTHEAST OF JEFFERSON.
 FZ2560'
 FZ2560'TO REACH STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5 MILE
 FZ2560'EAST OF JEFFERSON,
 FZ2560'PROCEED NORTH ALONG NC 16 FOR 7.1 MILES TO BLEVINS DRIVEWAY ON LEFT
 FZ2560'AND STATION UP DRIVEWAY NEAR SOUTHEAST CORNER OF BLEVINS HOUSE AND,
 FZ2560'0.1 MILE NORTH OF SR 1543 (CAP WADDELL ROAD) ENTRANCE.
 FZ2560'
 FZ2560'STATION MARK IS A STANDARD DISK STAMPED---BLEVINS 1979---SET IN TOP OF
 FZ2560'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 60
 FZ2560'FEET WEST OF CENTERLINE OF NC 16, 11.6 FEET WEST OF CENTERLINE OF
 FZ2560'DRIVEWAY, 22.5 FEET WEST OF TELEPHONE POLE WITH REFERENCE TAG, 38.2
 FZ2560'FEET SOUTH OF SOUTHEAST CORNER OF HOUSE, 16.1 FEET SOUTHEAST OF FENCE
 FZ2560'POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9788 ***********************************************************************
 AG9788  DESIGNATION -  BLEWETT
 AG9788  PID         -  AG9788
 AG9788  STATE/COUNTY-  NC/ANSON
 AG9788  USGS QUAD   -  LILESVILLE (1982)
 AG9788
 AG9788                         *CURRENT SURVEY CONTROL
 AG9788  ___________________________________________________________________
 AG9788* NAD 83(2007)-  34 58 23.43509(N)    079 52 46.22804(W)     ADJUSTED  
 AG9788* NAVD 88     -        70.5    (meters)     231.     (feet)  GPS OBS   
 AG9788  ___________________________________________________________________
 AG9788  EPOCH DATE  -        2002.00
 AG9788  X           -     919,390.001 (meters)                     COMP
 AG9788  Y           -  -5,150,755.114 (meters)                     COMP
 AG9788  Z           -   3,635,451.534 (meters)                     COMP
 AG9788  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AG9788  ELLIP HEIGHT-          39.552 (meters)          (02/10/07) ADJUSTED
 AG9788  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AG9788
 AG9788  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9788  Type    PID    Designation                      North   East  Ellip
 AG9788  -------------------------------------------------------------------
 AG9788  NETWORK AG9788 BLEWETT                           0.57   0.47   1.29
 AG9788  -------------------------------------------------------------------
 AG9788
 AG9788.The horizontal coordinates were established by GPS observations
 AG9788.and adjusted by the National Geodetic Survey in February 2007.
 AG9788
 AG9788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9788.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9788.The horizontal coordinates are valid at the epoch date displayed above.
 AG9788.The epoch date for horizontal control is a decimal equivalence
 AG9788.of Year/Month/Day.
 AG9788
 AG9788.The orthometric height was determined by GPS observations and a
 AG9788.high-resolution geoid model.
 AG9788
 AG9788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9788
 AG9788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9788
 AG9788.The ellipsoidal height was determined by GPS observations
 AG9788.and is referenced to NAD 83.
 AG9788
 AG9788.The geoid height was determined by GEOID03.
 AG9788
 AG9788;                    North         East     Units Scale Factor Converg.
 AG9788;SPC NC       -   136,042.908   529,296.711   MT  0.99988434   -0 30 27.5
 AG9788;SPC NC       -   446,334.11  1,736,534.29   sFT  0.99988434   -0 30 27.5
 AG9788;UTM  17      - 3,870,641.749   602,282.378   MT  0.99972894   +0 38 32.3
 AG9788
 AG9788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9788!SPC NC       -   0.99999379  x   0.99988434  =   0.99987813
 AG9788!UTM  17      -   0.99999379  x   0.99972894  =   0.99972273
 AG9788
 AG9788                          SUPERSEDED SURVEY CONTROL
 AG9788
 AG9788  NAD 83(2001)-  34 58 23.43504(N)    079 52 46.22821(W) AD(       ) 1
 AG9788  ELLIP H (03/13/03)   39.567  (m)                       GP(       ) 4 2
 AG9788  NAD 83(1986)-  34 58 23.44388(N)    079 52 46.23545(W) AD(       ) 1
 AG9788
 AG9788.Superseded values are not recommended for survey control.
 AG9788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9788.See file dsdata.txt to determine how the superseded data were derived.
 AG9788
 AG9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0228270642(NAD 83)
 AG9788_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9788_STAMPING: BLEWETT 1993
 AG9788_MARK LOGO: NCGS  
 AG9788_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9788+STABILITY: SURFACE MOTION
 AG9788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9788+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9788
 AG9788  HISTORY     - Date     Condition        Report By
 AG9788  HISTORY     - 1993     MONUMENTED       NCGS
 AG9788
 AG9788                          STATION DESCRIPTION
 AG9788
 AG9788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9788'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH-NORTHEAST OF PEE DEE
 AG9788'AND 11.2 MI (18.0 KM) EAST OF WADESBORO. PROCEED ALONG US 74 FOR 0.5
 AG9788'MI (0.8 KM) WEST FROM THE PEE DEE RIVER BRIDGE AND THE ANSON/RICHMOND
 AG9788'COUNTY LINE, THENCE NORTH FOR 2.0 MI (3.2 KM) ALONG SR 1748 (POWER
 AG9788'PLANT ROAD) TO SR 1745 AND STATION ON THE SOUTHWEST SIDE OF THE
 AG9788'T-INTERSECTION. MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 1
 AG9788'INCH BELOW THE GROUND.  LOCATED 57.5 FT (17.5 M) NORTHWEST OF THE
 AG9788'CENTERLINE OF SR 1748, 19.7 FT (6.0 M) SOUTH OF THE CENTERLINE OF SR
 AG9788'1745, 54.2 FT (16.5 M) NORTH OF THE NORTHEAST CORNER OF A BARN--AND
 AG9788'57.8 FT (17.6 M) EAST-NORTHEAST OF A TELEPHONE PEDESTAL AT POLE, AND
 AG9788'103.5 FT (31.5 M) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL AT
 AG9788'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9811 ***********************************************************************
 AG9811  DESIGNATION -  BLEWETT AZ MK
 AG9811  PID         -  AG9811
 AG9811  STATE/COUNTY-  NC/ANSON
 AG9811  USGS QUAD   -  LILESVILLE (1982)
 AG9811
 AG9811                         *CURRENT SURVEY CONTROL
 AG9811  ___________________________________________________________________
 AG9811* NAD 83(2001)-  34 58 21.04523(N)    079 52 59.76241(W)     ADJUSTED  
 AG9811* NAVD 88     -        70.9    (meters)     233.     (feet)  VERT ANG  
 AG9811  ___________________________________________________________________
 AG9811  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AG9811  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AG9811  HORZ ORDER  -  SECOND
 AG9811
 AG9811.The horizontal coordinates were established by classical geodetic methods
 AG9811.and adjusted by the National Geodetic Survey in August 2005.
 AG9811
 AG9811.The orthometric height was determined by vertical angle observations.
 AG9811
 AG9811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9811
 AG9811.The geoid height was determined by GEOID03.
 AG9811
 AG9811;                    North         East     Units Scale Factor Converg.
 AG9811;SPC NC       -   135,972.319   528,952.795   MT  0.99988440   -0 30 35.3
 AG9811;SPC NC       -   446,102.52  1,735,405.96   sFT  0.99988440   -0 30 35.3
 AG9811;UTM  17      - 3,870,564.285   601,940.002   MT  0.99972807   +0 38 24.5
 AG9811
 AG9811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9811!SPC NC       -   0.99999372  x   0.99988440  =   0.99987812
 AG9811!UTM  17      -   0.99999372  x   0.99972807  =   0.99972179
 AG9811
 AG9811                          SUPERSEDED SURVEY CONTROL
 AG9811
 AG9811  NAD 83(1986)-  34 58 21.05407(N)    079 52 59.76965(W) AD(       ) 2
 AG9811
 AG9811.Superseded values are not recommended for survey control.
 AG9811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9811.See file dsdata.txt to determine how the superseded data were derived.
 AG9811
 AG9811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0194070564(NAD 83)
 AG9811_MARKER: DZ = AZIMUTH MARK DISK
 AG9811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9811_STAMPING: BLEWETT 1993
 AG9811_MARK LOGO: NCGS  
 AG9811_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9811+STABILITY: SURFACE MOTION
 AG9811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9811+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9811
 AG9811  HISTORY     - Date     Condition        Report By
 AG9811  HISTORY     - 1993     MONUMENTED       NCGS
 AG9811
 AG9811                          STATION DESCRIPTION
 AG9811
 AG9811'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AG9811'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF PEE DEE
 AG9811'AND 11.0 MI (17.7 KM) EAST OF WADESBORO. PROCEED ALONG US 74 FOR 0.5
 AG9811'MI (0.8 KM) WEST FROM THE PEE DEE RIVER BRIDGE AND THE ANSON/RICHMOND
 AG9811'COUNTY LINE, THENCE NORTH FOR 2.0 MI (3.2 KM) ALONG SR 1748 (POWER
 AG9811'PLANT ROAD), THENCE WEST FOR 0.2 MI (0.3 KM) ALONG SR 1745 (BLEWETT
 AG9811'FALLS ROAD) TO SR 1747 AND STATION ON THE NORTHWEST SIDE OF THE
 AG9811'T-INTERSECTION. MARK IS ABOUT 3-FEET LOWER THAN THE ROAD AND FLUSH
 AG9811'WITH THE GROUND. LOCATED 19.9 FT (6.1 M) NORTH OF THE CENTERLINE OF SR
 AG9811'1745, 144.2 FT (44.0 M) SOUTHWEST OF THE CENTERLINE OF SR 1747, 46.3
 AG9811'FT (14.1 M) EAST OF THE EAST END OF NORTH HEADWALL, 138.6 FT (42.2 M)
 AG9811'WEST OF THE SOUTH END OF A CULVERT UNDER SR 1746--AND 98.8 FT (30.1 M)
 AG9811'SOUTH-SOUTHWEST OF A POWER POLE--WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2332 ***********************************************************************
 EY2332  DESIGNATION -  BLINDS
 EY2332  PID         -  EY2332
 EY2332  STATE/COUNTY-  NC/CRAVEN
 EY2332  USGS QUAD   -  NEW BERN (1994)
 EY2332
 EY2332                         *CURRENT SURVEY CONTROL
 EY2332  ___________________________________________________________________
 EY2332* NAD 83(2001)-  35 05 36.82033(N)    077 03 01.09807(W)     ADJUSTED  
 EY2332* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY2332  ___________________________________________________________________
 EY2332  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EY2332  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EY2332  HORZ ORDER  -  THIRD
 EY2332
 EY2332.The horizontal coordinates were established by classical geodetic methods
 EY2332.and adjusted by the National Geodetic Survey in August 2005.
 EY2332
 EY2332.The orthometric height was scaled from a topographic map.
 EY2332
 EY2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2332
 EY2332.The geoid height was determined by GEOID03.
 EY2332
 EY2332;                    North         East     Units Scale Factor Converg.
 EY2332;SPC NC       -   150,786.761   787,349.072   MT  0.99987638   +1 07 31.1
 EY2332;SPC NC       -   494,706.23  2,583,161.08   sFT  0.99987638   +1 07 31.1
 EY2332;UTM  18      - 3,885,341.700   313,105.851   MT  1.00003050   -1 10 44.7
 EY2332
 EY2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2332!SPC NC       -   1.00000574  x   0.99987638  =   0.99988212
 EY2332!UTM  18      -   1.00000574  x   1.00003050  =   1.00003624
 EY2332
 EY2332                          SUPERSEDED SURVEY CONTROL
 EY2332
 EY2332  NAD 83(1986)-  35 05 36.83113(N)    077 03 01.10884(W) AD(       ) 3
 EY2332  NAD 27      -  35 05 36.25900(N)    077 03 02.29800(W) AD(       ) 3
 EY2332
 EY2332.Superseded values are not recommended for survey control.
 EY2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2332.See file dsdata.txt to determine how the superseded data were derived.
 EY2332
 EY2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1310685342(NAD 83)
 EY2332_STAMPING: BLINDS 1932
 EY2332_MARK LOGO: CGS   
 EY2332
 EY2332  HISTORY     - Date     Condition        Report By
 EY2332  HISTORY     - 1932     MONUMENTED       CGS
 EY2332  HISTORY     - 1935     GOOD             CGS
 EY2332  HISTORY     - 1948     GOOD             CGS
 EY2332
 EY2332                          STATION DESCRIPTION
 EY2332
 EY2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY2332'STATION IS ON THE W SIDE OF TRENT RIVER, ABOUT 0.75 MILE SW
 EY2332'OF NORFOLK SOUTHERN RAILROAD DOCK OF NEW BERN, 6 METERS
 EY2332'(19 FEET) FROM WATER LINE IN LOW AND EXTREMELY BOGGY
 EY2332'GROUND OVERGROWN WITH REEDS.  AREA IS UNDER WATER HALF THE
 EY2332'TIME.  STATION AND REFERENCE MARKS ARE STANDARD DISKS IN
 EY2332'CONCRETE AT THE CENTER OF THE TOP OF TILE.
 EY2332'IN 1933 REFERENCE MARK NO.1 WAS NOT
 EY2332'FOUND.  REFERENCE MARK NO.2 IS 7.380 METERS (24.21 FEET) FROM
 EY2332'STATION N 46 DEG 22 MIN E.
 EY2332
 EY2332                          STATION RECOVERY (1948)
 EY2332
 EY2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2332'ORIGINAL DESCRIPTION INADEQUATE.
 EY2332'
 EY2332'STATION IS LOCATED ON THE W SIDE OF TRENT RIVER, ON THE
 EY2332'MARSHLAND THAT IS COVERED WITH REEDS, APPROXIMATELY 2,500 FEET
 EY2332'UPSTREAM FROM BEND IN TRENT RIVER BRIDGE THAT IS ON HIGHWAY
 EY2332'70.  IT IS ON A POINT OF MARSH JUTTING OUT INTO THE MOUTH
 EY2332'OF A STREAM LOCALLY KNOWN AS BRIDGE CREEK.  IT IS
 EY2332'APPROXIMATELY 300 FEET DOWNSTREAM FROM A SMALL GUT
 EY2332'OF WATER THAT CUTS BACK INTO THE MARSHLAND.
 EY2332'
 EY2332'STATION MARK IS A BRONZE DISK, STAMPED BLINDS 1932, SET IN
 EY2332'THE TOP OF A 10-INCH TILE 2 INCHES UNDERGROUND.
 EY2332'
 EY2332'REFERENCE MARK 2 IS A BRONZE DISK, STAMPED BLINDS 2 1932,
 EY2332'SET IN THE TOP OF AN 8-INCH TILE PROJECTING 2 INCHES ABOVE THE
 EY2332'GROUND.  IT IS 7.380 METERS (24.21 FEET) FROM STATION.
 EY2332'
 EY2332'THE 1933 RECOVERY REPORTED R.M. 1 AS BEING LOST.
 EY2332'
 EY2332'DISTANCE FROM STATION TO MEAN HIGH-WATER LINE - 7.3 METERS.
 EY2332'
 EY2332'DISTANCE FROM R.M. 2 TO MEAN HIGH-WATER LINE - 6.4 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1758 ***********************************************************************
 FA1758  DESIGNATION -  BLISS AZ MK
 FA1758  PID         -  FA1758
 FA1758  STATE/COUNTY-  NC/DAVIDSON
 FA1758  USGS QUAD   -  HIGH ROCK (1994)
 FA1758
 FA1758                         *CURRENT SURVEY CONTROL
 FA1758  ___________________________________________________________________
 FA1758* NAD 83(2001)-  35 35 44.83660(N)    080 12 28.16387(W)     ADJUSTED  
 FA1758* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 FA1758  ___________________________________________________________________
 FA1758  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 FA1758  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA1758  HORZ ORDER  -  SECOND
 FA1758
 FA1758.The horizontal coordinates were established by classical geodetic methods
 FA1758.and adjusted by the National Geodetic Survey in August 2005.
 FA1758
 FA1758.The orthometric height was scaled from a topographic map.
 FA1758
 FA1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1758
 FA1758.The geoid height was determined by GEOID03.
 FA1758
 FA1758;                    North         East     Units Scale Factor Converg.
 FA1758;SPC NC       -   205,420.637   500,161.078   MT  0.99989056   -0 41 49.6
 FA1758;SPC NC       -   673,950.87  1,640,945.14   sFT  0.99989056   -0 41 49.6
 FA1758;UTM  17      - 3,939,405.701   571,760.310   MT  0.99966346   +0 27 40.0
 FA1758
 FA1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1758!SPC NC       -   0.99997578  x   0.99989056  =   0.99986634
 FA1758!UTM  17      -   0.99997578  x   0.99966346  =   0.99963925
 FA1758
 FA1758:                Primary Azimuth Mark                     Grid Az
 FA1758:SPC NC       -  BLISS RESET                              255 34 49.0
 FA1758:UTM  17      -  BLISS RESET                              254 25 19.4
 FA1758
 FA1758|---------------------------------------------------------------------|
 FA1758| PID    Reference Object                     Distance      Geod. Az  |
 FA1758|                                                           dddmmss.s |
 FA1758| FA1757 BLISS RESET                         APPROX. 0.9 KM 2545259.4 |
 FA1758|---------------------------------------------------------------------|
 FA1758
 FA1758                          SUPERSEDED SURVEY CONTROL
 FA1758
 FA1758  NAD 83(1986)-  35 35 44.84636(N)    080 12 28.17279(W) AD(       ) 2
 FA1758  NAD 27      -  35 35 44.34300(N)    080 12 28.98900(W) AD(       ) 2
 FA1758
 FA1758.Superseded values are not recommended for survey control.
 FA1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1758.See file dsdata.txt to determine how the superseded data were derived.
 FA1758
 FA1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7176039406(NAD 83)
 FA1758_MARKER: DZ = AZIMUTH MARK DISK
 FA1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1758_STAMPING: BLISS 1948
 FA1758_MARK LOGO: CGS   
 FA1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1758+STABILITY: SURFACE MOTION
 FA1758
 FA1758  HISTORY     - Date     Condition        Report By
 FA1758  HISTORY     - 1948     MONUMENTED       CGS
 FA1758
 FA1758                          STATION DESCRIPTION
 FA1758
 FA1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FA1758'THE STATION IS A STANDARD DISK STAMPED---BLISS 1948---SET IN THE
 FA1758'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FA1758'IT IS 130 FEET WEST-SOUTHWEST OF A POWERLINE NUMBERED A-47 AND HAS AN
 FA1758'ALUMINUM REFERENCE TAG, 121.5 FEET EAST-NORTHEAST OF A POWERLINE POLE
 FA1758'NUMBERED A-48 WITH AN ALUMINUM REFERENCE TAG, 58 FEET SOUTHEAST OF
 FA1758'THE SOUTHEAST RAIL OF RAILROAD TRACKS, 26 FEET NORTHWEST OF A 5-INCH
 FA1758'OAK TREE WITH AN ALUMINUM REFERENCE TAG.  THE AZIMUTH MARK IS
 FA1758'OBSTRUCTED BY TREES AT THIS TIME.
 FA1758'
 FA1758'TO REACH STATION BLISS FROM THE FIRE STATION AT THE JUNCTION OF STATE
 FA1758'HIGHWAY 8 AND SECONDARY ROAD 1002 IN HEALING SPRINGS, GO WEST ON
 FA1758'SR 1002 FOR 3.15 MILES TO THE JUNCTION WITH SR 2501.  TURN LEFT AND
 FA1758'GO SOUTHEAST ON SR 2501 FOR 0.3 MILE TO THE JUNCTION WITH SR 2500,
 FA1758'CONTINUE SOUTHEAST ON SR 2501 FOR 0.4 MILE TO
 FA1758'A RAILROAD CROSSING.
 FA1758'GO EAST ALONG A POWERLINE ROAD FOR 0.45 MILE TO THE MARK
 FA1758'UNDER POWER LINES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1757 ***********************************************************************
 FA1757  DESIGNATION -  BLISS RESET
 FA1757  PID         -  FA1757
 FA1757  STATE/COUNTY-  NC/DAVIDSON
 FA1757  USGS QUAD   -  HIGH ROCK (1994)
 FA1757
 FA1757                         *CURRENT SURVEY CONTROL
 FA1757  ___________________________________________________________________
 FA1757* NAD 83(2001)-  35 35 37.15153(N)    080 13 02.98735(W)     ADJUSTED  
 FA1757* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 FA1757  ___________________________________________________________________
 FA1757  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FA1757  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA1757  HORZ ORDER  -  SECOND
 FA1757
 FA1757.The horizontal coordinates were established by classical geodetic methods
 FA1757.and adjusted by the National Geodetic Survey in August 2005.
 FA1757
 FA1757.The orthometric height was scaled from a topographic map.
 FA1757
 FA1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1757
 FA1757.The geoid height was determined by GEOID03.
 FA1757
 FA1757;                    North         East     Units Scale Factor Converg.
 FA1757;SPC NC       -   205,194.535   499,281.735   MT  0.99989034   -0 42 09.7
 FA1757;SPC NC       -   673,209.07  1,638,060.16   sFT  0.99989034   -0 42 09.7
 FA1757;UTM  17      - 3,939,161.927   570,885.917   MT  0.99966192   +0 27 19.7
 FA1757
 FA1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1757!SPC NC       -   0.99997656  x   0.99989034  =   0.99986691
 FA1757!UTM  17      -   0.99997656  x   0.99966192  =   0.99963849
 FA1757
 FA1757|---------------------------------------------------------------------|
 FA1757| PID    Reference Object                     Distance      Geod. Az  |
 FA1757|                                                           dddmmss.s |
 FA1757| FA4137 BLISS RM 1                           17.346 METERS 06357     |
 FA1757| FA1758 BLISS AZ MK                         APPROX. 0.9 KM 0745239.1 |
 FA1757| FA4138 BLISS RM 2                           17.916 METERS 32256     |
 FA1757| FA1761 HIGH ROCK                           APPROX. 1.2 KM 3341928.7 |
 FA1757|---------------------------------------------------------------------|
 FA1757
 FA1757                          SUPERSEDED SURVEY CONTROL
 FA1757
 FA1757  NAD 83(1986)-  35 35 37.16138(N)    080 13 02.99621(W) AD(       ) 2
 FA1757  NAD 27      -  35 35 36.65700(N)    080 13 03.81200(W) AD(       ) 2
 FA1757
 FA1757.Superseded values are not recommended for survey control.
 FA1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1757.See file dsdata.txt to determine how the superseded data were derived.
 FA1757
 FA1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7088639162(NAD 83)
 FA1757_MARKER: DS = TRIANGULATION STATION DISK
 FA1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1757_STAMPING: BLISS 1948 1980
 FA1757_MARK LOGO: NGS   
 FA1757
 FA1757  HISTORY     - Date     Condition        Report By
 FA1757  HISTORY     - 1980     MONUMENTED       NGS
 FA1757
 FA1757                          STATION DESCRIPTION
 FA1757
 FA1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FA1757'THE STATION SURFACE MARK WAS NOT FOUND, HOWEVER THE SUB-SURFACE MARK
 FA1757'WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED IN
 FA1757'GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED DISTURBED.  THE
 FA1757'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE UNDERGROUND STATION
 FA1757'DISK WAS LOWERED IN POSITION AND A NEW SURFACE MARK WAS SET ABOUT
 FA1757'1 FOOT BELOW THE LEVEL OF THE DITCH.  REFERENCE MARK 3 WAS ALSO
 FA1757'ESTABLISHED.
 FA1757'
 FA1757'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FA1757'
 FA1757'THE STATION IS ABOUT 1-1/2 MILES SOUTH EAST OF THE HIGHROCK DAM,
 FA1757'0.4 MILE SOUTH EAST OF THE VILLAGE OF HIGHROCK, 3-1/4 MILES WEST OF
 FA1757'HEALING SPRINGS, 19 MILES EAST-SOUTHEAST OF SALSBURY AND ON RAILROAD
 FA1757'RIGHT-OF-WAY.
 FA1757'
 FA1757'TO REACH THE STATION FROM THE FIRE STATION AT THE JUNCTION OF STATE
 FA1757'HIGHWAY 8 AND SECONDARY ROAD 1002 IN HEALING SPRINGS, GO WEST ON
 FA1757'SR 1002 FOR 3.15 MILES TO THE JUNCTION WITH SR 2501.  TURN LEFT AND
 FA1757'GO SOUTHEAST ON SR 2501 FOR 0.3 MILE TO THE JUNCTION WITH SR 2500,
 FA1757'CONTINUE SOUTHEAST ON SR 2501 FOR 0.4 MILE TO THE END OF TRUCK TRAVEL
 FA1757'AT A RAILROAD CROSSING.  WALK WEST FOR ABOUT 200 YARDS TO THE STATION
 FA1757'MARK ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK
 FA1757'TRAVEL, GO EAST ALONG A POWERLINE ROAD FOR 0.45 MILE TO THE MARK
 FA1757'UNDER POWER LINES.
 FA1757'
 FA1757'STATION MARKS ARE STANDARD DISK STAMPED---BLISS 1948 1980---SURFACE
 FA1757'DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS
 FA1757'12-INCHES IN DIAMETER AND IS RECESSED 12 INCHES BELOW THE SURFACE OF A
 FA1757'DITCH THAT IS ABOUT 1 FOOT LOWER THAN THE SURROUNDING GROUND
 FA1757'LEVEL.  THE SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FA1757'ABOUT 4 FEET BELOW THE LEVEL OF THE BOTTOM OF THE DITCH.  THEY ARE
 FA1757'7.1 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 6.2 FEET NORTH
 FA1757'OF A RAILROAD TIE WITH AN ALUMINUM REFERENCE TAG, 4.9 FEET SOUTH OF
 FA1757'A METAL WITNESS POST AND SIGN, 18.6 FEET SOUTH OF A 3-INCH OAK TREE
 FA1757'WITH AN ALUMINUM REFERENCE TAG, 22.1 FEET NORTH OF THE NORTH RAIL OF
 FA1757'THE MAIN TRACK AND 34.5 FEET SOUTH-SOUTHEAST OF A 10-INCH PINE TREE
 FA1757'WITH AN ALUMINUM REFERENCE TAG.
 FA1757'
 FA1757'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BLISS NO 2 1948---SET
 FA1757'IN THE TOP A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 1-INCH
 FA1757'BELOW THE GROUND SURFACE.  IT IS 65.6 FEET NORTH OF THE NORTH RAIL
 FA1757'OF A SIDE TRACK, 54.3 FEET NORTH-NORTHWEST OF THE WITNESS POST, 23.6
 FA1757'FEET NORTH-NORTHWEST OF THE 10-INCH PINE WITH TAG, 17 FEET SOUTH OF
 FA1757'A 12-INCH PINE TREE WITH AN ALUMINUM REFERENCE TAG AND ABOUT 3 FEET
 FA1757'HIGHER THAN THE STATION.
 FA1757'
 FA1757'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BLISS 1948 NO 3 1980---
 FA1757'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 FA1757'INCHES ABOVE THE GROUND SURFACE.  IT IS 55.9 FEET EAST OF THE WITNESS
 FA1757'POST, 21.1 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 7.2 NORTH
 FA1757'OF THE NORTH RAIL OF A SIDE TRACK AND ABOUT 2 FEET HIGHER THAN THE
 FA1757'STATION MARK.
 FA1757'
 FA1757'AZIMUTH MARK IS A STANDARD DISK STAMPED---BLISS 1948---SET IN THE
 FA1757'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 FA1757'IT IS 130 FEET WEST-SOUTHWEST OF A POWERLINE NUMBERED A-47 AND HAS AN
 FA1757'ALUMINUM REFERENCE TAG, 121.5 FEET EAST-NORTHEAST OF A POWERLINE POLE
 FA1757'NUMBERED A-48 WITH AN ALUMINUM REFERENCE TAG, 58 FEET SOUTHEAST OF
 FA1757'THE SOUTHEAST RAIL OF RAILROAD TRACKS, 26 FEET NORTHWEST OF A 5-INCH
 FA1757'OAK TREE WITH AN ALUMINUM REFERENCE TAG.  THE AZIMUTH MARK IS
 FA1757'OBSTRUCTED BY TREES AT THIS TIME.
 FA1757'
 FA1757'REFERENCE MARK 2 IS OBSTRUCTED TO REFERENCE MARK 3 BY TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1306 ***********************************************************************
 EY1306  DESIGNATION -  BLIZZARD
 EY1306  PID         -  EY1306
 EY1306  STATE/COUNTY-  NC/WAYNE
 EY1306  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY1306
 EY1306                         *CURRENT SURVEY CONTROL
 EY1306  ___________________________________________________________________
 EY1306* NAD 83(2001)-  35 28 39.66307(N)    077 58 54.27848(W)     ADJUSTED  
 EY1306* NAVD 88     -        44.811  (meters)     147.02   (feet)  ADJUSTED  
 EY1306  ___________________________________________________________________
 EY1306  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EY1306  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EY1306  DYNAMIC HT  -          44.772 (meters)     146.89  (feet)  COMP
 EY1306  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 EY1306
 EY1306  HORZ ORDER  -  SECOND
 EY1306  VERT ORDER  -  SECOND    CLASS I
 EY1306
 EY1306.The horizontal coordinates were established by classical geodetic methods
 EY1306.and adjusted by the National Geodetic Survey in August 2005.
 EY1306
 EY1306.The orthometric height was determined by differential leveling
 EY1306.and adjusted in June 1991.
 EY1306
 EY1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1306
 EY1306.The geoid height was determined by GEOID03.
 EY1306
 EY1306.The dynamic height is computed by dividing the NAVD 88
 EY1306.geopotential number by the normal gravity value computed on the
 EY1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1306.degrees latitude (g = 980.6199 gals.).
 EY1306
 EY1306.The modeled gravity was interpolated from observed gravity values.
 EY1306
 EY1306;                    North         East     Units Scale Factor Converg.
 EY1306;SPC NC       -   192,126.580   701,999.832   MT  0.99988034   +0 35 15.7
 EY1306;SPC NC       -   630,335.29  2,303,144.45   sFT  0.99988034   +0 35 15.7
 EY1306;UTM  18      - 3,930,106.357   229,461.444   MT  1.00050206   -1 43 53.8
 EY1306;UTM  17      - 3,930,207.152   773,852.347   MT  1.00052429   +1 45 10.2
 EY1306
 EY1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1306!SPC NC       -   0.99999846  x   0.99988034  =   0.99987880
 EY1306!UTM  18      -   0.99999846  x   1.00050206  =   1.00050052
 EY1306!UTM  17      -   0.99999846  x   1.00052429  =   1.00052275
 EY1306
 EY1306:                Primary Azimuth Mark                     Grid Az
 EY1306:SPC NC       -  HOWLAN                                   174 26 00.9
 EY1306:UTM  18      -  HOWLAN                                   176 45 10.4
 EY1306:UTM  17      -  HOWLAN                                   173 16 06.4
 EY1306
 EY1306|---------------------------------------------------------------------|
 EY1306| PID    Reference Object                     Distance      Geod. Az  |
 EY1306|                                                           dddmmss.s |
 EY1306| EY1304 HOWLAN                              APPROX. 2.0 KM 1750116.6 |
 EY1306|---------------------------------------------------------------------|
 EY1306
 EY1306                          SUPERSEDED SURVEY CONTROL
 EY1306
 EY1306  NAD 83(1986)-  35 28 39.67116(N)    077 58 54.28658(W) AD(       ) 2
 EY1306  NAD 27      -  35 28 39.09169(N)    077 58 55.33398(W) AD(       ) 2
 EY1306  NGVD 29 (??/??/92)   45.131  (m)          148.07   (f) ADJ UNCH    2 1
 EY1306
 EY1306.Superseded values are not recommended for survey control.
 EY1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1306.See file dsdata.txt to determine how the superseded data were derived.
 EY1306
 EY1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2946130106(NAD 83)
 EY1306_MARKER: DE = TRAVERSE STATION DISK
 EY1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1306_SP_SET: CONCRETE POST
 EY1306_STAMPING: BLIZZARD 1975
 EY1306_MARK LOGO: NCGS  
 EY1306_PROJECTION: FLUSH
 EY1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1306+STABILITY: SURFACE MOTION
 EY1306
 EY1306  HISTORY     - Date     Condition        Report By
 EY1306  HISTORY     - 1975     MONUMENTED       NCGS
 EY1306  HISTORY     - 1978     GOOD             NCGS
 EY1306  HISTORY     - 1987     GOOD             USPSQD
 EY1306
 EY1306                          STATION DESCRIPTION
 EY1306
 EY1306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1306'BLIZZARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1306'IN THE VICINITY OF PIKEVILLE, NORTH CAROLINA.
 EY1306'
 EY1306'BLIZZARD IS LOCATED APPROXIMATELY 0.9 MILE SOUTH OF PIKEVILLE
 EY1306'AND 6.4 MILES NORTH OF GOLDSBORO.  TO REACH STATION FROM THE
 EY1306'INTERSECTION OF U.S. 117 WITH MAIN STREET (SR 1002) IN PIKEVILLE,
 EY1306'PROCEED SOUTH ALONG U.S. 117 FOR 1.35 MILES TO STATION ON RIGHT,
 EY1306'IN NORTHEAST CORNER OF YARD OF J. G. BLIZZARD RESIDENCE, AND 0.65
 EY1306'MILE SOUTH OF SR 1545 (SE).
 EY1306'
 EY1306'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1306'BLIZZARD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1306'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1306'
 EY1306'MARK IS 26.2 FT W OF C/L OF U.S. 117
 EY1306'
 EY1306'86.9 FT N OF C/L OF DIRT DRIVEWAY TO RESIDENCE
 EY1306'
 EY1306'66.6 FT ENE OF CENTER OF FRONT DOOR TO RESIDENCE
 EY1306'
 EY1306'5.2 FT E OF CREPE MYRTLE WITH ALUMINUM REF. TAG
 EY1306'
 EY1306'14.7 FT NNE OF CREPE MYRTLE WITH ALUMINUM REF. TAG
 EY1306'
 EY1306'58.6 FT S OF PP 114 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 EY1306
 EY1306                          STATION RECOVERY (1978)
 EY1306
 EY1306'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1306'0.9 MI SOUTH FROM PIKEVILLE.
 EY1306'TO REACH THE STATION FROM THE INTERSECTION OF US 117 WITH MAIN STREET
 EY1306'SR 1002 IN PIKEVILLE, PROCEED SOUTH ALONG US 117 FOR 1.35 MILES TO
 EY1306'STATION ON THE RIGHT, IN NORTHEAST CORNER OF YARD OF J.G. BLIZZARD
 EY1306'RESIDENCE, AND 0.65 MILE SOUTH OF SR 1545 SOUTHEAST, 26.2 FT. WEST OF
 EY1306'THE CENTERLINE OF US 117, 86.9 FT. NORTH OF THE CENTERLINE OF DIRT
 EY1306'DRIVEWAY TO RESIDENCE, 66.6 FT. EAST NORTHEAST OF CENTER OF FRONT
 EY1306'DOOR TO RESIDENCE, 5.2 FT. EAST OF CREPE MYRTLE WITH REFERENCE TAG,
 EY1306'14.7 FT. NORTH NORTHEAST OF CREPE MYRTLE WITH REFERENCE TAG, AND 55.3
 EY1306'FT. SOUTH OF POWER POLE NUMBER 114 WITH TRANSFORMER AND REFERENCE
 EY1306'TAG.
 EY1306
 EY1306                          STATION RECOVERY (1987)
 EY1306
 EY1306'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY1306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3259 ***********************************************************************
 FB3259  DESIGNATION -  BLOCK
 FB3259  PID         -  FB3259
 FB3259  STATE/COUNTY-  NC/BUNCOMBE
 FB3259  USGS QUAD   -  LEICESTER (1990)
 FB3259
 FB3259                         *CURRENT SURVEY CONTROL
 FB3259  ___________________________________________________________________
 FB3259* NAD 83(2001)-  35 37 36.47681(N)    082 39 58.49448(W)     ADJUSTED  
 FB3259* NAVD 88     -       670.4    (meters)    2199.     (feet)  VERTCON   
 FB3259  ___________________________________________________________________
 FB3259  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 FB3259  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 FB3259  HORZ ORDER  -  SECOND
 FB3259
 FB3259.The horizontal coordinates were established by classical geodetic methods
 FB3259.and adjusted by the National Geodetic Survey in August 2005.
 FB3259
 FB3259.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3259
 FB3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3259
 FB3259.The geoid height was determined by GEOID03.
 FB3259
 FB3259;                    North         East     Units Scale Factor Converg.
 FB3259;SPC NC       -   214,326.678   277,599.002   MT  0.99989395   -2 06 57.8
 FB3259;SPC NC       -   703,170.11    910,756.06   sFT  0.99989395   -2 06 57.8
 FB3259;UTM  17      - 3,943,834.532   349,113.724   MT  0.99988055   -0 58 14.8
 FB3259
 FB3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3259!SPC NC       -   0.99989944  x   0.99989395  =   0.99979340
 FB3259!UTM  17      -   0.99989944  x   0.99988055  =   0.99978000
 FB3259
 FB3259                          SUPERSEDED SURVEY CONTROL
 FB3259
 FB3259  NAD 83(1995)-  35 37 36.47737(N)    082 39 58.49445(W) AD(       ) 2
 FB3259  NAD 83(1986)-  35 37 36.48481(N)    082 39 58.49299(W) AD(       ) 2
 FB3259  NAD 27      -  35 37 36.09664(N)    082 39 59.01725(W) AD(       ) 2
 FB3259  NGVD 29 (07/19/86)  670.5    (m)         2200.     (f) VERT ANG    3  
 FB3259
 FB3259.Superseded values are not recommended for survey control.
 FB3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3259.See file dsdata.txt to determine how the superseded data were derived.
 FB3259
 FB3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4911443835(NAD 83)
 FB3259_MARKER: DE = TRAVERSE STATION DISK
 FB3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3259_STAMPING: BLOCK 1967
 FB3259_MARK LOGO: NCGS  
 FB3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3259+STABILITY: SURFACE MOTION
 FB3259
 FB3259  HISTORY     - Date     Condition        Report By
 FB3259  HISTORY     - 1967     MONUMENTED       NCGS
 FB3259
 FB3259                          STATION DESCRIPTION
 FB3259
 FB3259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3259'BLOCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3259'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3259'
 FB3259'BLOCK IS LOCATED APPROXIMATELY 6.6 MILES NORTHWEST OF THE CENTER OF
 FB3259'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FB3259'NC 63 WITH US 19 AND 23, GO NORTHWEST ON NC 63 FOR 4.95 MILES TO
 FB3259'STATION, WHICH IS ON THE WEST SIDE OF NC 63 IN LINE BETWEEN THE
 FB3259'SOUTHEAST CORNER OF CONCRETE BLOCK HOUSE AND TP NO 2811, (ON E SIDE
 FB3259'OF NC 63) AND IN THE APPROXIMATE CENTER OF CURVE.
 FB3259'
 FB3259'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BLOCK
 FB3259'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FB3259'3 INCHES BELOW THE SURFACE OF THE GROUND.
 FB3259'
 FB3259'MARK IS
 FB3259'27.9 FEET W OF C/L
 FB3259'OF NC 63,
 FB3259'80.0 FEET SE OF 4 INCH X 4 INCH POST WITH STOP SIGN, AND
 FB3259'ALUMINUM REF. TAG, 96.7
 FB3259'FEET SE OF SOIL AND GRAVEL ROAD,
 FB3259'98.2 FEET W OF TP 2811
 FB3259'ON E SIDE OF NC 63, WITH ALUMINUM REF. TAG,
 FB3259'80.3 FEET NW OF 10 INCH PINE WITH
 FB3259'ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2860 ***********************************************************************
 EB2860  DESIGNATION -  BLOCK
 EB2860  PID         -  EB2860
 EB2860  STATE/COUNTY-  NC/RICHMOND
 EB2860  USGS QUAD   -  HAMLET (1982)
 EB2860
 EB2860                         *CURRENT SURVEY CONTROL
 EB2860  ___________________________________________________________________
 EB2860* NAD 83(2001)-  34 55 33.34426(N)    079 42 03.89538(W)     ADJUSTED  
 EB2860* NAVD 88     -       112.5    (meters)     369.     (feet)  VERTCON   
 EB2860  ___________________________________________________________________
 EB2860  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 EB2860  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EB2860  HORZ ORDER  -  SECOND
 EB2860
 EB2860.The horizontal coordinates were established by classical geodetic methods
 EB2860.and adjusted by the National Geodetic Survey in August 2005.
 EB2860
 EB2860.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2860
 EB2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2860
 EB2860.The geoid height was determined by GEOID03.
 EB2860
 EB2860;                    North         East     Units Scale Factor Converg.
 EB2860;SPC NC       -   130,672.321   545,550.767   MT  0.99988867   -0 24 16.7
 EB2860;SPC NC       -   428,714.11  1,789,861.14   sFT  0.99988867   -0 24 16.7
 EB2860;UTM  17      - 3,865,598.913   618,638.654   MT  0.99977347   +0 44 37.5
 EB2860
 EB2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2860!SPC NC       -   0.99998727  x   0.99988867  =   0.99987594
 EB2860!UTM  17      -   0.99998727  x   0.99977347  =   0.99976074
 EB2860
 EB2860:                Primary Azimuth Mark                     Grid Az
 EB2860:SPC NC       -  CORNER                                   181 42 33.5
 EB2860:UTM  17      -  CORNER                                   180 33 39.3
 EB2860
 EB2860|---------------------------------------------------------------------|
 EB2860| PID    Reference Object                     Distance      Geod. Az  |
 EB2860|                                                           dddmmss.s |
 EB2860| EB2859 CORNER                              438.944 METERS 1811816.8 |
 EB2860| EB2865 CABIN                               APPROX. 0.6 KM 3553545.0 |
 EB2860|---------------------------------------------------------------------|
 EB2860
 EB2860                          SUPERSEDED SURVEY CONTROL
 EB2860
 EB2860  NAD 83(1986)-  34 55 33.34977(N)    079 42 03.90133(W) AD(       ) 2
 EB2860  NAD 27      -  34 55 32.79167(N)    079 42 04.70048(W) AD(       ) 2
 EB2860  NGVD 29 (07/19/86)  112.8    (m)          370.     (f) VERT ANG    3  
 EB2860
 EB2860.Superseded values are not recommended for survey control.
 EB2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2860.See file dsdata.txt to determine how the superseded data were derived.
 EB2860
 EB2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1863965599(NAD 83)
 EB2860_MARKER: DE = TRAVERSE STATION DISK
 EB2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2860_STAMPING: BLOCK 1970
 EB2860_MARK LOGO: NCGS  
 EB2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2860+STABILITY: SURFACE MOTION
 EB2860
 EB2860  HISTORY     - Date     Condition        Report By
 EB2860  HISTORY     - 1970     MONUMENTED       NCGS
 EB2860
 EB2860                          STATION DESCRIPTION
 EB2860
 EB2860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2860'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2860'THE VICINITY OF HAMLET, NORTH CAROLINA.
 EB2860'
 EB2860'BLOCK IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF HAMLET AND 4.1
 EB2860'MILES ESE OF ROCKINGHAM.  TO REACH STATION PROCEED FROM THE
 EB2860'INTERSECTION OF SR 1640 AND SR 1624 APPROXIMATELY 2.0 MILES NORTH
 EB2860'OF HAMLET, GO NORTH ON SR 1640 FOR 0.25 MILE TO STATION ON RIGHT,
 EB2860'IN FRONT OF CONCRETE BLOCK BUILDING AND 2.15 MILE SOUTH OF
 EB2860'INTERSECTION OF SR 1640 AND US 1.
 EB2860'
 EB2860'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLOCK
 EB2860'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EB2860'INCH BELOW THE SURFACE OF THE GROUND.
 EB2860'
 EB2860'MARK IS
 EB2860'
 EB2860'18.5 FEET E OF C/L OF SR 1640.
 EB2860'30.4 FEET W OF NW CORNER OF BLOCK BUILDING ON E SIDE OF SR 1640.
 EB2860'44.2 FEET S OF C/L OF ENTRANCE TO TRAILER HOUSE ON E SIDE OF SR
 EB2860'1640.
 EB2860'46.2 FEET NW OF ALUMINUM REF. TAG ON SERVICE POLE NO. 4093 WITH
 EB2860'DUSK TO DAWN LIGHT ON E SIDE OF SR 1640.
 EB2860'99.3 FEET NNW OF ALUMINUM REF. TAG ON SERVICE POLE NO. 4092
 EB2860'ON E SIDE OF SR 1640.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2053 ***********************************************************************
 EA2053  DESIGNATION -  BLOCK
 EA2053  PID         -  EA2053
 EA2053  STATE/COUNTY-  NC/CARTERET
 EA2053  USGS QUAD   -  MASONTOWN (1994)
 EA2053
 EA2053                         *CURRENT SURVEY CONTROL
 EA2053  ___________________________________________________________________
 EA2053* NAD 83(2001)-  34 50 04.52692(N)    076 52 52.93472(W)     ADJUSTED  
 EA2053* NAVD 88     -         8.9    (meters)      29.     (feet)  VERTCON   
 EA2053  ___________________________________________________________________
 EA2053  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EA2053  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA2053  HORZ ORDER  -  SECOND
 EA2053
 EA2053.The horizontal coordinates were established by classical geodetic methods
 EA2053.and adjusted by the National Geodetic Survey in August 2005.
 EA2053
 EA2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2053
 EA2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2053
 EA2053.The geoid height was determined by GEOID03.
 EA2053
 EA2053;                    North         East     Units Scale Factor Converg.
 EA2053;SPC NC       -   122,382.013   803,361.102   MT  0.99989893   +1 13 22.1
 EA2053;SPC NC       -   401,514.99  2,635,693.88   sFT  0.99989893   +1 13 22.1
 EA2053;UTM  18      - 3,856,313.766   327,966.214   MT  0.99996478   -1 04 29.7
 EA2053
 EA2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2053!SPC NC       -   1.00000449  x   0.99989893  =   0.99990342
 EA2053!UTM  18      -   1.00000449  x   0.99996478  =   0.99996927
 EA2053
 EA2053:                Primary Azimuth Mark                     Grid Az
 EA2053:SPC NC       -  LONE                                     349 25 41.1
 EA2053:UTM  18      -  LONE                                     351 43 32.9
 EA2053
 EA2053|---------------------------------------------------------------------|
 EA2053| PID    Reference Object                     Distance      Geod. Az  |
 EA2053|                                                           dddmmss.s |
 EA2053| EA2059 LONE                                APPROX. 1.1 KM 3503903.2 |
 EA2053|---------------------------------------------------------------------|
 EA2053
 EA2053                          SUPERSEDED SURVEY CONTROL
 EA2053
 EA2053  NAD 83(1986)-  34 50 04.53830(N)    076 52 52.94540(W) AD(       ) 2
 EA2053  NAD 27      -  34 50 03.96161(N)    076 52 54.15145(W) AD(       ) 2
 EA2053  NGVD 29 (07/19/86)    9.2    (m)           30.     (f) VERT ANG    3  
 EA2053
 EA2053.Superseded values are not recommended for survey control.
 EA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2053.See file dsdata.txt to determine how the superseded data were derived.
 EA2053
 EA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2796656314(NAD 83)
 EA2053_MARKER: DE = TRAVERSE STATION DISK
 EA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2053_STAMPING: BLOCK 1968
 EA2053_MARK LOGO: NCGS  
 EA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2053+STABILITY: SURFACE MOTION
 EA2053
 EA2053  HISTORY     - Date     Condition        Report By
 EA2053  HISTORY     - 1968     MONUMENTED       NCGS
 EA2053  HISTORY     - 1985     GOOD             USPSQD
 EA2053  HISTORY     - 1986     GOOD             USPSQD
 EA2053  HISTORY     - 19920509 GOOD             USPSQD
 EA2053
 EA2053                          STATION DESCRIPTION
 EA2053
 EA2053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2053'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA2053'VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA2053'
 EA2053'BLOCK IS LOCATED APPROXIMATELY 3.5 MILES NORTHWEST OF THE CENTER OF
 EA2053'NEWPORT.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1247
 EA2053'(OLD U.S. 70) WITH U.S. 70, GO NORTH ON U.S. 70 FOR 0.7 MILE TO
 EA2053'STATION.  WHICH IS ON THE WEST BANK OF U.S. 70 S BOUND LANE AT S
 EA2053'SIDE OF WOODS ROAD WEST, ABOUT 350 FEET SOUTHWEST OF GREEN
 EA2053'CONCRETE BLOCK HOUSE, AND 0.7 MILE SOUTH OF CRAVEN-CARTERET COUNTY
 EA2053'LINE.
 EA2053'
 EA2053'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLOCK
 EA2053'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EA2053'FLUSH WITH THE SURFACE OF THE GROUND.
 EA2053'
 EA2053'MARK IS--
 EA2053'
 EA2053'53.0 FT WSW OF C/L OF U.S. 70 S BOUND LANE.
 EA2053'
 EA2053'11.2 FT SE OF 4 INCH PINE WITH ALUMINUM REF. TAG ON WEST SIDE OF S
 EA2053'BOUND LANE.
 EA2053'
 EA2053'8.2 FT E OF 5 INCH PINE WITH ALUMINUM REF. TAG ON WEST SIDE OF S
 EA2053'BOUND LANE.
 EA2053'
 EA2053'20.0 FT N OF 6 INCH PINE WITH ALUMINUM REF. TAG ON WEST SIDE OF S
 EA2053'BOUND LANE.
 EA2053'36.0 FT S OF S END OF CULVERT ON W SIDE OF S BOUND LANE.
 EA2053
 EA2053                          STATION RECOVERY (1985)
 EA2053
 EA2053'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 EA2053'RECOVERED IN GOOD CONDITION.
 EA2053
 EA2053                          STATION RECOVERY (1986)
 EA2053
 EA2053'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEH)
 EA2053'RECOVERED IN GOOD CONDITION.
 EA2053
 EA2053                          STATION RECOVERY (1992)
 EA2053
 EA2053'RECOVERY NOTE BY US POWER SQUADRON 1992 (WHD)
 EA2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3757 ***********************************************************************
 EZ3757  DESIGNATION -  BLOCK
 EZ3757  PID         -  EZ3757
 EZ3757  STATE/COUNTY-  NC/MONTGOMERY
 EZ3757  USGS QUAD   -  TROY (1994)
 EZ3757
 EZ3757                         *CURRENT SURVEY CONTROL
 EZ3757  ___________________________________________________________________
 EZ3757* NAD 83(2001)-  35 19 56.58527(N)    079 55 53.67265(W)     ADJUSTED  
 EZ3757* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 EZ3757  ___________________________________________________________________
 EZ3757  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EZ3757  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ3757  HORZ ORDER  -  SECOND
 EZ3757
 EZ3757.The horizontal coordinates were established by classical geodetic methods
 EZ3757.and adjusted by the National Geodetic Survey in August 2005.
 EZ3757
 EZ3757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3757
 EZ3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3757
 EZ3757.The geoid height was determined by GEOID03.
 EZ3757
 EZ3757;                    North         East     Units Scale Factor Converg.
 EZ3757;SPC NC       -   175,931.358   524,916.648   MT  0.99987358   -0 32 15.6
 EZ3757;SPC NC       -   577,201.46  1,722,164.04   sFT  0.99987358   -0 32 15.6
 EZ3757;UTM  17      - 3,910,427.905   597,101.471   MT  0.99971619   +0 37 04.6
 EZ3757
 EZ3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3757!SPC NC       -   0.99997774  x   0.99987358  =   0.99985132
 EZ3757!UTM  17      -   0.99997774  x   0.99971619  =   0.99969393
 EZ3757
 EZ3757:                Primary Azimuth Mark                     Grid Az
 EZ3757:SPC NC       -  THOMPSON                                 215 21 05.2
 EZ3757:UTM  17      -  THOMPSON                                 214 11 45.0
 EZ3757
 EZ3757|---------------------------------------------------------------------|
 EZ3757| PID    Reference Object                     Distance      Geod. Az  |
 EZ3757|                                                           dddmmss.s |
 EZ3757| EZ3760 THOMPSON                            492.897 METERS 2144849.6 |
 EZ3757|---------------------------------------------------------------------|
 EZ3757
 EZ3757                          SUPERSEDED SURVEY CONTROL
 EZ3757
 EZ3757  NAD 83(1986)-  35 19 56.59624(N)    079 55 53.68448(W) AD(       ) 2
 EZ3757  NAD 27      -  35 19 56.08740(N)    079 55 54.50344(W) AD(       ) 2
 EZ3757  NGVD 29 (07/19/86)  172.6    (m)          566.     (f) VERT ANG    3  
 EZ3757
 EZ3757.Superseded values are not recommended for survey control.
 EZ3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3757.See file dsdata.txt to determine how the superseded data were derived.
 EZ3757
 EZ3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9710110428(NAD 83)
 EZ3757_MARKER: DE = TRAVERSE STATION DISK
 EZ3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3757_STAMPING: BLOCK 1974
 EZ3757_MARK LOGO: NCGS  
 EZ3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3757+STABILITY: SURFACE MOTION
 EZ3757
 EZ3757  HISTORY     - Date     Condition        Report By
 EZ3757  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3757
 EZ3757                          STATION DESCRIPTION
 EZ3757
 EZ3757'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3757'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3757'THE VICINITY OF TROY, NORTH CAROLINA.
 EZ3757'
 EZ3757'BLOCK IS LOCATED APPROXIMATELY 2.8 MILES SW OF TROY.  TO REACH
 EZ3757'STATION FROM THE COURTHOUSE IN TROY, PROCEED WEST AND THEN SW ALONG
 EZ3757'NC 24 - NC 27 FOR 2.9 MILES TO STATION ON THE RIGHT, APPROXIMATELY
 EZ3757'125 FEET SW OF INTERSECTION WITH SR 1138.
 EZ3757'
 EZ3757'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3757'BLOCK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3757'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3757'
 EZ3757'MARK IS 36.0 FT NW OF C/L OF NC 24 - NC 27
 EZ3757'
 EZ3757'123.0 FT SW OF C/L OF SR 1138
 EZ3757'
 EZ3757'93.8 FT NE OF TOP OF FIRE HYDRANT
 EZ3757'
 EZ3757'56.5 FT SSW OF PP 12T WITH ALUMINUM REF. TAG
 EZ3757'
 EZ3757'8.2 FT SE OF 6 IN PINE WITH ALUMINUM REF. TAG
 EZ3757'
 EZ3757'21.4 FT ENE OF 8 IN PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4617 ***********************************************************************
 EZ4617  DESIGNATION -  BLOCK
 EZ4617  PID         -  EZ4617
 EZ4617  STATE/COUNTY-  NC/SAMPSON
 EZ4617  USGS QUAD   -  TIMOTHY (1986)
 EZ4617
 EZ4617                         *CURRENT SURVEY CONTROL
 EZ4617  ___________________________________________________________________
 EZ4617* NAD 83(2001)-  35 12 03.75945(N)    078 28 00.25261(W)     ADJUSTED  
 EZ4617* NAVD 88     -        60.554  (meters)     198.67   (feet)  ADJUSTED  
 EZ4617  ___________________________________________________________________
 EZ4617  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 EZ4617  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EZ4617  DYNAMIC HT  -          60.500 (meters)     198.49  (feet)  COMP
 EZ4617  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 EZ4617
 EZ4617  HORZ ORDER  -  SECOND
 EZ4617  VERT ORDER  -  SECOND    CLASS II
 EZ4617
 EZ4617.The horizontal coordinates were established by classical geodetic methods
 EZ4617.and adjusted by the National Geodetic Survey in August 2005.
 EZ4617
 EZ4617.The orthometric height was determined by differential leveling
 EZ4617.and adjusted in March 2000.
 EZ4617
 EZ4617.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4617
 EZ4617.The geoid height was determined by GEOID03.
 EZ4617
 EZ4617.The dynamic height is computed by dividing the NAVD 88
 EZ4617.geopotential number by the normal gravity value computed on the
 EZ4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ4617.degrees latitude (g = 980.6199 gals.).
 EZ4617
 EZ4617.The modeled gravity was interpolated from observed gravity values.
 EZ4617
 EZ4617;                    North         East     Units Scale Factor Converg.
 EZ4617;SPC NC       -   161,094.638   658,156.069   MT  0.99987298   +0 18 28.0
 EZ4617;SPC NC       -   528,524.66  2,159,300.37   sFT  0.99987298   +0 18 28.0
 EZ4617;UTM  17      - 3,898,278.546   730,623.041   MT  1.00025553   +1 27 39.4
 EZ4617
 EZ4617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4617!SPC NC       -   0.99999586  x   0.99987298  =   0.99986884
 EZ4617!UTM  17      -   0.99999586  x   1.00025553  =   1.00025139
 EZ4617
 EZ4617:                Primary Azimuth Mark                     Grid Az
 EZ4617:SPC NC       -  WILSON                                   258 28 26.7
 EZ4617:UTM  17      -  WILSON                                   257 19 15.3
 EZ4617
 EZ4617|---------------------------------------------------------------------|
 EZ4617| PID    Reference Object                     Distance      Geod. Az  |
 EZ4617|                                                           dddmmss.s |
 EZ4617| EZ4608 WILSON                              470.878 METERS 2584654.7 |
 EZ4617|---------------------------------------------------------------------|
 EZ4617
 EZ4617                          SUPERSEDED SURVEY CONTROL
 EZ4617
 EZ4617  NAD 83(1986)-  35 12 03.76468(N)    078 28 00.25613(W) AD(       ) 2
 EZ4617  NAD 27      -  35 12 03.16672(N)    078 28 01.23199(W) AD(       ) 2
 EZ4617  NGVD 29 (07/19/86)   60.7    (m)          199.     (f) VERT ANG    3  
 EZ4617
 EZ4617.Superseded values are not recommended for survey control.
 EZ4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4617.See file dsdata.txt to determine how the superseded data were derived.
 EZ4617
 EZ4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3062398279(NAD 83)
 EZ4617_MARKER: DE = TRAVERSE STATION DISK
 EZ4617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4617_STAMPING: BLOCK 1973
 EZ4617_MARK LOGO: NCGS  
 EZ4617_PROJECTION: FLUSH
 EZ4617_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4617+STABILITY: SURFACE MOTION
 EZ4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4617+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 EZ4617
 EZ4617  HISTORY     - Date     Condition        Report By
 EZ4617  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4617  HISTORY     - 19861111 GOOD             NCGS
 EZ4617  HISTORY     - 19870602 GOOD             USPSQD
 EZ4617  HISTORY     - 20061220 GOOD             NCGS
 EZ4617
 EZ4617                          STATION DESCRIPTION
 EZ4617
 EZ4617'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4617'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4617'VICINITY OF SPIVEYS CORNER, NORTH CAROLINA.
 EZ4617'
 EZ4617'BLOCK IS LOCATED APPROXIMATELY 1.2 MILES ENE OF SPIVEYS CORNER, AND
 EZ4617'7.0 MILES WSW OF NEWTON GROVE.  TO REACH STATION FROM INTERSECTION
 EZ4617'OF US 13 WITH US 421 AND NC 242 AT SPIVEYS CORNER, PROCEED EAST
 EZ4617'ALONG US 13 FOR 1.25 MILES TO STATION ON LEFT AT SW CORNER OF
 EZ4617'YARD OF A CONCRETE BLOCK HOME, 0.3 MILES WEST OF INTERSECTION
 EZ4617'WITH SR 1806 (SOUTH).
 EZ4617'
 EZ4617'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLOCK
 EZ4617'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4617'INCH BELOW THE SURFACE OF THE GROUND.
 EZ4617'
 EZ4617'MARK IS
 EZ4617'31.8 FEET N OF C/L OF US 13.
 EZ4617'39.8 FEET W OF C/L OF DRIVEWAY.
 EZ4617'31.4 FEET SSW OF SW CORNER OF CONCRETE BLOCK HOME.
 EZ4617'64.9 FEET S OF POWER SERVICE POLE NO. 2494 W/ALUMINUM REF. TAG.
 EZ4617'18.3 FEET WSW OF 6 INCH SHRUB APPROXIMATELY 12 FEET HIGH.
 EZ4617
 EZ4617                          STATION RECOVERY (1986)
 EZ4617
 EZ4617'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4617'RECOVERED AS DESCRIBED.
 EZ4617
 EZ4617                          STATION RECOVERY (1987)
 EZ4617
 EZ4617'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EZ4617'RECOVERED IN GOOD CONDITION.
 EZ4617
 EZ4617                          STATION RECOVERY (2006)
 EZ4617
 EZ4617'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ4617'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES.  THE SHRUB
 EZ4617'LOCATED WEST-SOUTHWEST HAS BEEN REMOVED.  MARK IS ALSO 47.0 FT (14.3
 EZ4617'M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOME, AND
 EZ4617'27.9 FT (8.5 M) EAST OF POWER POLE (9YL53), 64.6 FT (19.7 M) SOUTH OF
 EZ4617'A SERVICE POLE (2JW96) - BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1842 ***********************************************************************
 FZ1842  DESIGNATION -  BLOCK
 FZ1842  PID         -  FZ1842
 FZ1842  STATE/COUNTY-  NC/YADKIN
 FZ1842  USGS QUAD   -  YADKINVILLE (1966)
 FZ1842
 FZ1842                         *CURRENT SURVEY CONTROL
 FZ1842  ___________________________________________________________________
 FZ1842* NAD 83(2001)-  36 07 59.33607(N)    080 41 41.20899(W)     ADJUSTED  
 FZ1842* NAVD 88     -       314.1    (meters)    1031.     (feet)  VERTCON   
 FZ1842  ___________________________________________________________________
 FZ1842  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 FZ1842  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 FZ1842  HORZ ORDER  -  SECOND
 FZ1842
 FZ1842.The horizontal coordinates were established by classical geodetic methods
 FZ1842.and adjusted by the National Geodetic Survey in August 2005.
 FZ1842
 FZ1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1842
 FZ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1842
 FZ1842.The geoid height was determined by GEOID03.
 FZ1842
 FZ1842;                    North         East     Units Scale Factor Converg.
 FZ1842;SPC NC       -   265,676.718   457,059.673   MT  0.99999082   -0 58 41.4
 FZ1842;SPC NC       -   871,641.03  1,499,536.61   sFT  0.99999082   -0 58 41.4
 FZ1842;UTM  17      - 3,998,759.910   527,462.452   MT  0.99960929   +0 10 47.9
 FZ1842
 FZ1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1842!SPC NC       -   0.99995594  x   0.99999082  =   0.99994676
 FZ1842!UTM  17      -   0.99995594  x   0.99960929  =   0.99956525
 FZ1842
 FZ1842:                Primary Azimuth Mark                     Grid Az
 FZ1842:SPC NC       -  GRUCE                                    058 39 56.2
 FZ1842:UTM  17      -  GRUCE                                    057 30 26.9
 FZ1842
 FZ1842|---------------------------------------------------------------------|
 FZ1842| PID    Reference Object                     Distance      Geod. Az  |
 FZ1842|                                                           dddmmss.s |
 FZ1842| FZ1835 GRUCE                               APPROX. 0.5 KM 0574114.8 |
 FZ1842| FZ1845 LONG                                371.627 METERS 17849     |
 FZ1842|---------------------------------------------------------------------|
 FZ1842
 FZ1842                          SUPERSEDED SURVEY CONTROL
 FZ1842
 FZ1842  NAD 83(1993)-  36 07 59.34255(N)    080 41 41.21829(W) AD(       ) 2
 FZ1842  NAD 83(1986)-  36 07 59.34853(N)    080 41 41.21367(W) AD(       ) 2
 FZ1842  NAD 27      -  36 07 58.85979(N)    080 41 41.98560(W) AD(       ) 2
 FZ1842  NGVD 29 (07/19/86)  314.3    (m)         1031.     (f) VERT ANG    3  
 FZ1842
 FZ1842.Superseded values are not recommended for survey control.
 FZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1842.See file dsdata.txt to determine how the superseded data were derived.
 FZ1842
 FZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2746298760(NAD 83)
 FZ1842_MARKER: DE = TRAVERSE STATION DISK
 FZ1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1842_STAMPING: BLOCK 1970
 FZ1842_MARK LOGO: NCGS  
 FZ1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1842+STABILITY: SURFACE MOTION
 FZ1842
 FZ1842  HISTORY     - Date     Condition        Report By
 FZ1842  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1842
 FZ1842                          STATION DESCRIPTION
 FZ1842
 FZ1842'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1842'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1842'VICINITY OF YADKINVILLE, NORTH CAROLINA.
 FZ1842'
 FZ1842'BLOCK IS LOCATED APPROXIMATELY 2.0 MILES WEST OF YADKINVILLE AND 2.6
 FZ1842'MILES NORTHEAST OF BRANON.  TO REACH STATION PROCEED FROM THE
 FZ1842'INTERSECTION OF US 601 AND SR 1314 NEAR COURTHOUSE IN YADKINVILLE,
 FZ1842'GO WEST ON SR 1314 (OLD US 421, ALSO MAIN STREET), FOR 2.05 MILES
 FZ1842'TO INTERSECTION OF SR 1314 AND SR 1142 (FLEMING RD.), TURN LEFT (S)
 FZ1842'ON SR 1142 AND PROCEED 0.3 MILE TO STATION ON RIGHT, IN SOUTHEAST
 FZ1842'CORNER OF YARD WITH A CONCRETE BLOCK HOUSE, AND 0.95 MILE NORTH OF
 FZ1842'INTERSECTION OF SR 1142 AND US 421.
 FZ1842'
 FZ1842'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLOCK
 FZ1842'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FZ1842'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1842'
 FZ1842'MARK IS
 FZ1842'20.7 FEET W OF C/L OF SR 1142.
 FZ1842'82.3 FEET S OF C/L OF DRIVEWAY.
 FZ1842'21.8 FEET ENE OF ALUMINUM REF. TAG ON PP.
 FZ1842'12.6 FEET NE OF ALUMINUM REF. TAG ON 4X4 R/W SIGN.
 FZ1842'55.2 FEET W OF ALUMINUM REF. TAG ON PP.
 FZ1842'9.9 FEET ENE OF CONCRETE R/W MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1390 ***********************************************************************
 FW1390  DESIGNATION -  BLOCK
 FW1390  PID         -  FW1390
 FW1390  STATE/COUNTY-  NC/DARE
 FW1390  USGS QUAD   -  KITTY HAWK (1982)
 FW1390
 FW1390                         *CURRENT SURVEY CONTROL
 FW1390  ___________________________________________________________________
 FW1390* NAD 83(2001)-  36 07 09.81658(N)    075 43 21.88773(W)     ADJUSTED  
 FW1390* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 FW1390  ___________________________________________________________________
 FW1390  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FW1390  GEOID HEIGHT-         -38.92  (meters)                     GEOID03
 FW1390  HORZ ORDER  -  SECOND
 FW1390
 FW1390.The horizontal coordinates were established by classical geodetic methods
 FW1390.and adjusted by the National Geodetic Survey in August 2005.
 FW1390
 FW1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1390
 FW1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1390
 FW1390.The geoid height was determined by GEOID03.
 FW1390
 FW1390;                    North         East     Units Scale Factor Converg.
 FW1390;SPC NC       -   267,717.956   904,587.049   MT  0.99998715   +1 53 29.5
 FW1390;SPC NC       -   878,337.99  2,967,799.34   sFT  0.99998715   +1 53 29.5
 FW1390;UTM  18      - 3,997,432.893   434,958.365   MT  0.99965212   -0 25 33.8
 FW1390
 FW1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1390!SPC NC       -   1.00000578  x   0.99998715  =   0.99999293
 FW1390!UTM  18      -   1.00000578  x   0.99965212  =   0.99965790
 FW1390
 FW1390:                Primary Azimuth Mark                     Grid Az
 FW1390:SPC NC       -  SOKOL                                    317 17 40.6
 FW1390:UTM  18      -  SOKOL                                    319 36 43.9
 FW1390
 FW1390|---------------------------------------------------------------------|
 FW1390| PID    Reference Object                     Distance      Geod. Az  |
 FW1390|                                                           dddmmss.s |
 FW1390| FW1391 SOKOL                               434.961 METERS 3191110.1 |
 FW1390|---------------------------------------------------------------------|
 FW1390
 FW1390                          SUPERSEDED SURVEY CONTROL
 FW1390
 FW1390  NAD 83(1993)-  36 07 09.83267(N)    075 43 21.89765(W) AD(       ) 2
 FW1390  NAD 83(1986)-  36 07 09.83523(N)    075 43 21.90087(W) AD(       ) 2
 FW1390  NAD 27      -  36 07 09.23404(N)    075 43 23.24847(W) AD(       ) 2
 FW1390  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG    3  
 FW1390
 FW1390.Superseded values are not recommended for survey control.
 FW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1390.See file dsdata.txt to determine how the superseded data were derived.
 FW1390
 FW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3495897433(NAD 83)
 FW1390_MARKER: DE = TRAVERSE STATION DISK
 FW1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1390_STAMPING: BLOCK 1974
 FW1390_MARK LOGO: NCGS  
 FW1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1390+STABILITY: SURFACE MOTION
 FW1390
 FW1390  HISTORY     - Date     Condition        Report By
 FW1390  HISTORY     - 1974     MONUMENTED       NCGS
 FW1390  HISTORY     - 19910524 MARK NOT FOUND   USPSQD
 FW1390
 FW1390                          STATION DESCRIPTION
 FW1390
 FW1390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FW1390'BLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FW1390'THE VICINITY OF DUCK, NORTH CAROLINA.
 FW1390'
 FW1390'BLOCK IS LOCATED APPROXIMATELY 3.3 MILES SSE OF THE COMMUNITY OF
 FW1390'DUCK, AND 8.1 MILES NNW OF THE WRIGHT MEMORIAL MONUMENT.  TO REACH
 FW1390'STATION FROM INTERSECTION OF U.S. 158 BYPASS, U.S. 158 BUSINESS
 FW1390'AND SR 1203 NORTH OF THE VILLAGE OF KITTY HAWK.  PROCEED NE ALONG
 FW1390'SR 1203 FOR 0.20 MILE TO THE INTERSECTION WITH SR 1200 (ROAD TO
 FW1390'DUCK), THENCE NORTH ALONG SR 1200 FOR 1.20 MILE TO STATION ON THE
 FW1390'LEFT, ON NORTH SIDE OF A CONCRETE DRIVEWAY TO A ONE-STORY BLOCK
 FW1390'HOUSE, AND 0.05 MILE SOUTH OF INTERSECTION WITH SR 1202.
 FW1390'
 FW1390'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FW1390'BLOCK 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FW1390'IS PROJECTING 1 INCH ABOVE THE GROUND.
 FW1390'
 FW1390'MARK IS 23.0 FT WSW OF C/L OF SR 1200
 FW1390'
 FW1390'16.8 FT NNW OF C/L OF CONCRETE DRIVEWAY
 FW1390'
 FW1390'90.0 FT ENE OF NE CORNER OF A ONE STORY BLOCK HOUSE
 FW1390'
 FW1390'82.0 FT SW OF PP NH 24 WITH TRANSFORMER W/ALUMINUM REF. TAG
 FW1390'
 FW1390'24.2 FT E OF SERVICE POLE 32 W/ALUMINUM REF. TAG
 FW1390'
 FW1390'79.6 FT N OF TP 51 W/ALUMINUM REF. TAG
 FW1390'
 FW1390'60.2 FT SW OF CONCRETE R/W MARKER ON EAST SIDE OF SR 1200
 FW1390
 FW1390                          STATION RECOVERY (1991)
 FW1390
 FW1390'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 FW1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4169 ***********************************************************************
 FX4169  DESIGNATION -  BLOCK
 FX4169  PID         -  FX4169
 FX4169  STATE/COUNTY-  NC/HALIFAX
 FX4169  USGS QUAD   -  SCOTLAND NECK (1962)
 FX4169
 FX4169                         *CURRENT SURVEY CONTROL
 FX4169  ___________________________________________________________________
 FX4169* NAD 83(2001)-  36 14 28.67215(N)    077 29 55.50065(W)     ADJUSTED  
 FX4169* NAVD 88     -        39.31   (meters)     129.0    (feet)  LEVELING  
 FX4169  ___________________________________________________________________
 FX4169  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FX4169  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX4169  HORZ ORDER  -  SECOND
 FX4169  VERT ORDER  -  THIRD
 FX4169
 FX4169.The horizontal coordinates were established by classical geodetic methods
 FX4169.and adjusted by the National Geodetic Survey in August 2005.
 FX4169
 FX4169.The orthometric height was determined by differential leveling.
 FX4169.The vertical network tie was performed by a horz. field party for horz.
 FX4169.obs reductions. Reset procedures were used to establish the elevation.
 FX4169
 FX4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4169
 FX4169.The geoid height was determined by GEOID03.
 FX4169
 FX4169;                    North         East     Units Scale Factor Converg.
 FX4169;SPC NC       -   277,395.482   744,543.671   MT  1.00002168   +0 51 59.3
 FX4169;SPC NC       -   910,088.34  2,442,723.69   sFT  1.00002168   +0 51 59.3
 FX4169;UTM  18      - 4,013,608.116   275,460.034   MT  1.00022125   -1 28 40.2
 FX4169
 FX4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4169!SPC NC       -   0.99999927  x   1.00002168  =   1.00002095
 FX4169!UTM  18      -   0.99999927  x   1.00022125  =   1.00022052
 FX4169
 FX4169|---------------------------------------------------------------------|
 FX4169| PID    Reference Object                     Distance      Geod. Az  |
 FX4169|                                                           dddmmss.s |
 FX4169| FX5231 BLOCK RM 3                           69.299 METERS 01737     |
 FX4169| FX4579 BLOCK RM 1                           51.360 METERS 03039     |
 FX4169| FX4578 BLOCK AZ MK                                        2443142.1 |
 FX4169| FX4580 BLOCK RM 2                           42.460 METERS 30736     |
 FX4169|---------------------------------------------------------------------|
 FX4169
 FX4169                          SUPERSEDED SURVEY CONTROL
 FX4169
 FX4169  NAD 83(1993)-  36 14 28.67937(N)    077 29 55.50520(W) AD(       ) 2
 FX4169  NAD 83(1986)-  36 14 28.68067(N)    077 29 55.51165(W) AD(       ) 2
 FX4169  NAD 27      -  36 14 28.12350(N)    077 29 56.60930(W) AD(       ) 2
 FX4169  NGVD 29 (07/19/86)   39.64   (m)          130.1    (f) LEVELING    3  
 FX4169
 FX4169.Superseded values are not recommended for survey control.
 FX4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4169.See file dsdata.txt to determine how the superseded data were derived.
 FX4169
 FX4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7546013608(NAD 83)
 FX4169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX4169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4169_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX4169_STAMPING: BLOCK 1959
 FX4169_MARK LOGO: CGS   
 FX4169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX4169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4169+STABILITY: SURFACE MOTION
 FX4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4169+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1993
 FX4169
 FX4169  HISTORY     - Date     Condition        Report By
 FX4169  HISTORY     - 1959     MONUMENTED       CGS
 FX4169  HISTORY     - 1969     GOOD             CGS
 FX4169  HISTORY     - 1980     GOOD             NCGS
 FX4169  HISTORY     - 19930315 GOOD             NCGS
 FX4169
 FX4169                          STATION DESCRIPTION
 FX4169
 FX4169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX4169'THE STATION IS ABOUT 8 MILES NORTH-NORTHWEST OF SCOTLAND NECK,
 FX4169'10 MILES EAST-NORTHEAST OF ENFIELD, AND 1 MILE SOUTHWEST OF THE
 FX4169'VILLAGE OF TILLERY, ON THE SOUTH SIDE OF HIGHWAY 481, ON LAND OWNED
 FX4169'BY MR. J.W. TILLERY.
 FX4169'
 FX4169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 481 AND
 FX4169'561 IN THE VILLAGE OF TILLERY, GO SOUTHWESTERLY ON HIGHWAY 481 FOR
 FX4169'1.1 MILES TO A BLACKTOP SIDE ROAD ON THE LEFT AND THE STATION IN
 FX4169'THE SOUTHEAST ANGLE OF THE ROADS.
 FX4169'
 FX4169'STATION MARKS ARE STANDARD DISKS STAMPED BLOCK 1959.  THE SURFACE
 FX4169'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 FX4169'GROUND.  IT IS 99 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 481,
 FX4169'88 FEET SOUTHEAST OF THE CENTERLINE OF THE BLACKTOP ROAD, AND
 FX4169'2 FEET NORTH OF A STANDARD METAL WITNESS POST.
 FX4169'
 FX4169'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FX4169'INCHES BELOW THE SURFACE OF THE GROUND.
 FX4169'
 FX4169'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BLOCK NO 1 1959, IS
 FX4169'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 76
 FX4169'FEET NORTHEAST OF THE BLACKTOP ROAD, 48 FEET SOUTHEAST OF THE
 FX4169'CENTERLINE OF HIGHWAY 481, AND 2 FEET WEST OF A ROAD RIGHT-OF-WAY
 FX4169'MARKER.
 FX4169'
 FX4169'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOCK NO 2 1959,
 FX4169'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 75
 FX4169'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 39 FEET
 FX4169'NORTHEAST OF THE CENTERLINE OF HIGHWAY 481, 11 FEET SOUTHWEST OF
 FX4169'THE FARM ENTRANCE, AND 1-1/2 FEET SOUTHEAST OF POWERLINE POLE
 FX4169'NO. 22229.
 FX4169'
 FX4169'AZIMUTH MARK, A STANDARD DISK STAMPED BLOCK 1959, IS SET IN
 FX4169'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 270 FEET
 FX4169'NORTHWEST OF THE CENTERLINE OF HIGHWAY 481, 172 FEET SOUTHEAST OF
 FX4169'POWERLINE POLE, 97 FEET SOUTHWEST OF THE TRACK ROAD, 7 FEET
 FX4169'NORTHEAST OF THE POWERLINE POLE, 4 FEET SOUTHEAST OF A DRAINAGE
 FX4169'DITCH, AND 1-1/2 FEET NORTHEAST OF A STANDARD METAL WITNESS
 FX4169'POST.
 FX4169'
 FX4169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 FX4169'STATE HIGHWAY 481 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 FX4169'
 FX4169'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 FX4169
 FX4169                          STATION RECOVERY (1969)
 FX4169
 FX4169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FX4169'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FX4169'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 FX4169'EXCEPT STATION IS NOW IN CULTIVATED FIELD AND AZIMUTH MARK IS
 FX4169'NOT VISIBLE FROM GROUND AT STATION BECAUSE OF GROWTH OF SMALL
 FX4169'PINE TREES.
 FX4169'
 FX4169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX4169'1 MILE SOUTHWEST OF TILLERY.
 FX4169
 FX4169                          STATION RECOVERY (1980)
 FX4169
 FX4169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX4169'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND IN
 FX4169'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A
 FX4169'NEW REFERENCE MARK WAS SET AT THIS TIME.  THE DESCRIPTION IS ADEQUATE
 FX4169'WITH THE FOLLOWING CHANGES.
 FX4169'
 FX4169'THE STATION IS 98.6 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 481,
 FX4169'84.8 FEET SOUTHWEST OF CENTER OF MEDIAN IN SR 1117, 3.5 FEET NORTH OF
 FX4169'A WITNESS POST, 87.3 FEET WEST-NORTHWEST OF A TELEPHONE PEDESTAL,
 FX4169'8.3 FEET NORTH-NORTHWEST OF 4 INCH PINE, AND 9.4 FEET NORTHEAST OF
 FX4169'ANOTHER, BOTH WITH REFERENCE TAGS.
 FX4169'
 FX4169'REFERENCE MARK 3 STAMPED---BLOCK NO 3 1959 1980---IS A STANDARD DISK
 FX4169'SET IN TOP OF A ROUND CONCRETE MONUMENT, 4 INCHES BELOW GROUND
 FX4169'SURFACE. MARK IS 121.4 FEET NORTHEAST OF INTERSECTION OF CENTERLINES,
 FX4169'16.4 FEET NORTHWEST OF CENTERLINE OF NC 481, 73.8 FEET NORTH OF
 FX4169'REFERENCE MARK 1.
 FX4169
 FX4169                          STATION RECOVERY (1993)
 FX4169
 FX4169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX4169'STATION SURFACE MARK, AND RM 3 WERE RECOVERED IN GOOD CONDITION.
 FX4169'AZIMUTH MARK WAS FOUND OUT OF THE GROUND WITH STEM MISSING. STATION IS
 FX4169'LOCATED IN THE EDGE OF THE WOODS IN THE SOUTH QUADRANT OF THE
 FX4169'T-INTERSECTION OF NC 481 AND SR 1117 (MARY CHAPEL ROAD). LOCATED 99 FT
 FX4169'(30.2 M) SOUTHEAST OF THE CENTERLINE OF NC 481, 88 FT (26.8 M)
 FX4169'SOUTHWEST OF THE MEDIAN OF SR 1117, AND 3.2 FT (1.0 M) NORTH-NORTHEAST
 FX4169'OF A WITNESS POST (NO SIGN). RM 1 IS LOCATED IN THE EAST QUADRANT OF
 FX4169'THE T-INTERSECTION ABOUT 3 FEET (0.9 M) HIGHER THAN THE HIGHWAY, AND
 FX4169'1.5 FT (0.5 M) WEST-SOUTHWEST OF A 3-INCH TWIN TRUNK SWEET GUM WITH A
 FX4169'REFERENCE TAG. RM 2 IS FLUSH WITH THE GROUND AND 1 FOOT (0.3 M) HIGHER
 FX4169'THAN HIGHWAY. LOCATED 114.4 FT (34.9 M) WEST OF THE CENTERLINE OF THE
 FX4169'T-INTERSECTION, 38.0 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF NC
 FX4169'481, 26.7 FT (8.1 M) WEST OF A TELEPHONE PEDESTAL, AND 6.0 FT (1.8 M)
 FX4169'EAST-NORTHEAST OF A 10-INCH TWIN TRUNK OAK WITH A REFERENCE TAG. RM 3
 FX4169'WAS USED AS A GPS STATION ON THIS PROJECT.  SEE PUBLISHED DESCRIPTION
 FX4169'FOR THE LOCATION AND POSITION DATA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5230 ***********************************************************************
 FX5230  DESIGNATION -  BLOCK
 FX5230  PID         -  FX5230
 FX5230  STATE/COUNTY-  NC/HERTFORD
 FX5230  USGS QUAD   -  AHOSKIE (1982)
 FX5230
 FX5230                         *CURRENT SURVEY CONTROL
 FX5230  ___________________________________________________________________
 FX5230* NAD 83(2001)-  36 16 10.67382(N)    076 58 42.19583(W)     ADJUSTED  
 FX5230* NAVD 88     -         8.766  (meters)      28.76   (feet)  ADJUSTED  
 FX5230  ___________________________________________________________________
 FX5230  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 FX5230  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 FX5230  DYNAMIC HT  -           8.759 (meters)      28.74  (feet)  COMP
 FX5230  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 FX5230
 FX5230  HORZ ORDER  -  SECOND
 FX5230  VERT ORDER  -  SECOND    CLASS II
 FX5230
 FX5230.The horizontal coordinates were established by classical geodetic methods
 FX5230.and adjusted by the National Geodetic Survey in August 2005.
 FX5230
 FX5230.The orthometric height was determined by differential leveling
 FX5230.and adjusted in January 2005.
 FX5230.No vertical observational check was made to the station.
 FX5230
 FX5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5230
 FX5230.The geoid height was determined by GEOID03.
 FX5230
 FX5230.The dynamic height is computed by dividing the NAVD 88
 FX5230.geopotential number by the normal gravity value computed on the
 FX5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX5230.degrees latitude (g = 980.6199 gals.).
 FX5230
 FX5230.The modeled gravity was interpolated from observed gravity values.
 FX5230
 FX5230;                    North         East     Units Scale Factor Converg.
 FX5230;SPC NC       -   281,368.866   791,247.697   MT  1.00003036   +1 10 00.5
 FX5230;SPC NC       -   923,124.35  2,595,951.82   sFT  1.00003036   +1 10 00.5
 FX5230;UTM  18      - 4,015,670.674   322,290.873   MT  0.99998912   -1 10 14.5
 FX5230
 FX5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5230!SPC NC       -   1.00000419  x   1.00003036  =   1.00003455
 FX5230!UTM  18      -   1.00000419  x   0.99998912  =   0.99999331
 FX5230
 FX5230                          SUPERSEDED SURVEY CONTROL
 FX5230
 FX5230  NAD 83(1993)-  36 16 10.67841(N)    076 58 42.19778(W) AD(       ) 2
 FX5230  NAD 83(1986)-  36 16 10.68339(N)    076 58 42.20869(W) AD(       ) 2
 FX5230  NGVD 29 (01/18/91)    9.21   (m)           30.2    (f) LEVELING    3  
 FX5230
 FX5230.Superseded values are not recommended for survey control.
 FX5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5230.See file dsdata.txt to determine how the superseded data were derived.
 FX5230
 FX5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2229115671(NAD 83)
 FX5230_MARKER: DH = HORIZONTAL CONTROL DISK
 FX5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5230_STAMPING: BLOCK 1980
 FX5230_MARK LOGO: NCGS  
 FX5230_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5230+STABILITY: SURFACE MOTION
 FX5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5230+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 FX5230
 FX5230  HISTORY     - Date     Condition        Report By
 FX5230  HISTORY     - 1980     MONUMENTED       NCGS
 FX5230  HISTORY     - 1985     GOOD             USPSQD
 FX5230  HISTORY     - 19970108 GOOD             NCGS
 FX5230
 FX5230                          STATION DESCRIPTION
 FX5230
 FX5230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX5230'STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH-SOUTHEAST OF AHOSKIE.
 FX5230'
 FX5230'TO REACH THE STATION FROM THE INTERSECTION OF SR 1101 (CATHERINE CREEK
 FX5230'ROAD) WITH US 13-NC 561, PROCEED SOUTHERLY ALONG SR 1101 FOR 0.5 MILE
 FX5230'TO STATION IN THE RIGHT SHOULDER AT A SMALL WHITE BLOCK HOUSE AND 0.4
 FX5230'MILE NORTH OF THE BRIDGE OVER AHOSKIE CREEK.
 FX5230'
 FX5230'STATION IS A STANDARD DISK STAMPED---BLOCK 1980---SET IN THE TOP OF A
 FX5230'10 INCH CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW GROUND SURFACE.
 FX5230'MARK IS 16.8 FEET WEST OF THE CENTERLINE OF SR 1101, 41.0 FEET SOUTH
 FX5230'OF SOUTH END OF CULVERT, 66.8 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 FX5230'HOUSE, 91.7 FEET SOUTH OF POWER POLE 809 AND 64.2 FEET NORTHWEST OF 10
 FX5230'INCH PINE WITH REFERENCE TAG.
 FX5230
 FX5230                          STATION RECOVERY (1985)
 FX5230
 FX5230'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX5230'RECOVERED IN GOOD CONDITION.
 FX5230
 FX5230                          STATION RECOVERY (1997)
 FX5230
 FX5230'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX5230'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. MARK IS
 FX5230'ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE OF SR 1101-JERNIGAN
 FX5230'ROAD. LOCATED 17.2 FT (5.2 M) WEST OF THE CENTERLINE OF SR 1101, 41.0
 FX5230'FT (12.5 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A DRIVEWAY CULVERT,
 FX5230'92.4 FT (28.2 M) SOUTH-SOUTHEAST OF A POWER POLE (809) WITH LIGHT AND
 FX5230'TRANSFORMER AND REFERENCE TAG. THE 10-INCH PINE WITH REFERENCE TAG IS
 FX5230'GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7960 ***********************************************************************
 AF7960  DESIGNATION -  BLOCK
 AF7960  PID         -  AF7960
 AF7960  STATE/COUNTY-  NC/NASH
 AF7960  USGS QUAD   -  ROCKY MOUNT (1977)
 AF7960
 AF7960                         *CURRENT SURVEY CONTROL
 AF7960  ___________________________________________________________________
 AF7960* NAD 83(2001)-  35 58 18.98152(N)    077 50 31.70423(W)     ADJUSTED  
 AF7960* NAVD 88     -        39.0    (meters)     128.     (feet)  VERTCON   
 AF7960  ___________________________________________________________________
 AF7960  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 AF7960  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AF7960  HORZ ORDER  -  SECOND
 AF7960
 AF7960.The horizontal coordinates were established by classical geodetic methods
 AF7960.and adjusted by the National Geodetic Survey in August 2005.
 AF7960
 AF7960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7960
 AF7960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7960
 AF7960.The geoid height was determined by GEOID03.
 AF7960
 AF7960;                    North         East     Units Scale Factor Converg.
 AF7960;SPC NC       -   247,096.284   714,027.677   MT  0.99995147   +0 40 05.8
 AF7960;SPC NC       -   810,681.73  2,342,605.80   sFT  0.99995147   +0 40 05.8
 AF7960;UTM  18      - 3,984,571.537   243,721.106   MT  1.00040937   -1 40 13.3
 AF7960
 AF7960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7960!SPC NC       -   0.99999934  x   0.99995147  =   0.99995081
 AF7960!UTM  18      -   0.99999934  x   1.00040937  =   1.00040871
 AF7960
 AF7960                          SUPERSEDED SURVEY CONTROL
 AF7960
 AF7960  NAD 83(1986)-  35 58 18.98734(N)    077 50 31.71440(W) AD(       ) 2
 AF7960  NGVD 29 (06/05/98)   39.3    (m)          129.     (f) VERT ANG    3  
 AF7960
 AF7960.Superseded values are not recommended for survey control.
 AF7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7960.See file dsdata.txt to determine how the superseded data were derived.
 AF7960
 AF7960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4372184572(NAD 83)
 AF7960_MARKER: DE = TRAVERSE STATION DISK
 AF7960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7960_STAMPING: BLOCK 1983
 AF7960_MARK LOGO: NCGS  
 AF7960_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7960+STABILITY: SURFACE MOTION
 AF7960
 AF7960  HISTORY     - Date     Condition        Report By
 AF7960  HISTORY     - 1983     MONUMENTED       NCGS
 AF7960
 AF7960                          STATION DESCRIPTION
 AF7960
 AF7960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7960'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF ROCKY MOUNT AND
 AF7960'ABOUT 7.3 MI (11.7 KM) SOUTHWEST OF BATTLEBORO. ALONG US 64 BYPASS FOR
 AF7960'1.5 MI (2.4 KM) WEST FROM THE BUSINESS LOOP 95 (US 301 BYPASS)
 AF7960'OVERPASS, AND 0.4 SOUTHEAST OF THE SR 1613 (WINSTEAD AVENUE) BRIDGE,
 AF7960'ON TOP OF CUT AT A 1 1/2 STORY WHITE BLOCK HOUSE.  MARK IS FLUSH WITH
 AF7960'GROUND AND 4-FEET HIGHER THAN THE HIGHWAY. LOCATED 59.8 FT (18.2 M)
 AF7960'SOUTHWEST OF CENTERLINE OF EAST BOUND LANES, 133.1 FT (40.6 M)
 AF7960'NORTH-NORTHEAST OF NORTHWEST CORNER OF BLOCK HOUSE, 53.0 FT (16.2 M)
 AF7960'NORTHEAST OF CHAINLINK FENCE, 82.1 FT (25.0 M) NORTH-NORTHWEST OF
 AF7960'15-INCH PECAN, 88.6 FT (27.0 M) EAST OF A POWER POLE WITH A
 AF7960'TRANSFORMER, AND 57.5 FT (17.5 M) EAST-NORTHEAST OF CENTER BRACE
 AF7960'POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5231 ***********************************************************************
 FX5231  CBN         -  This is a Cooperative Base Network Control Station.
 FX5231  DESIGNATION -  BLOCK RM 3
 FX5231  PID         -  FX5231
 FX5231  STATE/COUNTY-  NC/HALIFAX
 FX5231  USGS QUAD   -  SCOTLAND NECK (1962)
 FX5231
 FX5231                         *CURRENT SURVEY CONTROL
 FX5231  ___________________________________________________________________
 FX5231* NAD 83(2007)-  36 14 30.81450(N)    077 29 54.66080(W)     ADJUSTED  
 FX5231* NAVD 88     -        38.51   (meters)     126.3    (feet)  LEVELING  
 FX5231  ___________________________________________________________________
 FX5231  EPOCH DATE  -        2002.00
 FX5231  X           -   1,114,833.020 (meters)                     COMP
 FX5231  Y           -  -5,028,070.844 (meters)                     COMP
 FX5231  Z           -   3,749,875.211 (meters)                     COMP
 FX5231  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FX5231  ELLIP HEIGHT-           3.872 (meters)          (02/10/07) ADJUSTED
 FX5231  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX5231
 FX5231  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX5231  Type    PID    Designation                      North   East  Ellip
 FX5231  -------------------------------------------------------------------
 FX5231  NETWORK FX5231 BLOCK RM 3                        0.31   0.29   0.98
 FX5231  -------------------------------------------------------------------
 FX5231  VERT ORDER  -  THIRD
 FX5231
 FX5231.The horizontal coordinates were established by GPS observations
 FX5231.and adjusted by the National Geodetic Survey in February 2007.
 FX5231
 FX5231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX5231.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX5231.The horizontal coordinates are valid at the epoch date displayed above.
 FX5231.The epoch date for horizontal control is a decimal equivalence
 FX5231.of Year/Month/Day.
 FX5231
 FX5231.The orthometric height was determined by differential leveling.
 FX5231.The vertical network tie was performed by a horz. field party for horz.
 FX5231.obs reductions. Reset procedures were used to establish the elevation.
 FX5231
 FX5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX5231
 FX5231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5231
 FX5231.The ellipsoidal height was determined by GPS observations
 FX5231.and is referenced to NAD 83.
 FX5231
 FX5231.The geoid height was determined by GEOID03.
 FX5231
 FX5231;                    North         East     Units Scale Factor Converg.
 FX5231;SPC NC       -   277,461.827   744,563.641   MT  1.00002186   +0 51 59.8
 FX5231;SPC NC       -   910,306.01  2,442,789.21   sFT  1.00002186   +0 51 59.8
 FX5231;UTM  18      - 4,013,673.601   275,482.705   MT  1.00022113   -1 28 39.8
 FX5231
 FX5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5231!SPC NC       -   0.99999939  x   1.00002186  =   1.00002125
 FX5231!UTM  18      -   0.99999939  x   1.00022113  =   1.00022052
 FX5231
 FX5231                          SUPERSEDED SURVEY CONTROL
 FX5231
 FX5231  NAD 83(2001)-  36 14 30.81493(N)    077 29 54.66042(W) AD(       ) B
 FX5231  ELLIP H (01/30/03)    3.869  (m)                       GP(       ) 4 2
 FX5231  NAD 83(1995)-  36 14 30.81539(N)    077 29 54.66014(W) AD(       ) B
 FX5231  ELLIP H (09/11/96)    3.874  (m)                       GP(       ) 4 1
 FX5231  NAD 83(1993)-  36 14 30.82214(N)    077 29 54.66502(W) AD(       ) 2
 FX5231  NAD 83(1986)-  36 14 30.82344(N)    077 29 54.67147(W) AD(       ) 1
 FX5231  NGVD 29 (01/18/91)   38.84   (m)          127.4    (f) LEVELING    3  
 FX5231
 FX5231.Superseded values are not recommended for survey control.
 FX5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5231.See file dsdata.txt to determine how the superseded data were derived.
 FX5231
 FX5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7548313674(NAD 83)
 FX5231_MARKER: DR = REFERENCE MARK DISK
 FX5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5231_STAMPING: BLOCK NO 3 1959 1980
 FX5231_MARK LOGO: NGS   
 FX5231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FX5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5231+STABILITY: SURFACE MOTION
 FX5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5231+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 FX5231
 FX5231  HISTORY     - Date     Condition        Report By
 FX5231  HISTORY     - 1980     MONUMENTED       NCGS
 FX5231  HISTORY     - 19930315 GOOD             NCGS
 FX5231  HISTORY     - 19930315 GOOD             NCGS
 FX5231  HISTORY     - 20010620 GOOD             NCDOT
 FX5231  HISTORY     - 20050802 GOOD             NCGS
 FX5231  HISTORY     - 20050802 GOOD             NCGS
 FX5231  HISTORY     - 20051004 GOOD             NCGS
 FX5231
 FX5231                          STATION DESCRIPTION
 FX5231
 FX5231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX5231'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTHWEST OF TILLERY
 FX5231'AND 8.7 MILES NORTHWEST OF SCOTLAND NECK.
 FX5231'
 FX5231'TO REACH THE STATION FROM THE INTERSECTION OF NC 481 AND SR 1133 WITH
 FX5231'NC 561 IN TILLERY, PROCEED SOUTHWESTERLY ALONG NC 481 FOR 1.1 MILES
 FX5231'TO SR 1117 AND STATION IN RIGHT ROAD SHOULDER.
 FX5231'
 FX5231'STATION MARK IS A STANDARD DISK STAMPED---BLOCK NO 3 1980---SET IN
 FX5231'TOP OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.
 FX5231'MARK IS 16.4 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 121.4 FEET
 FX5231'NORTHEAST OF CENTERLINE INTERSECTION OF HIGHWAY AND SR 1117 AND 73.8
 FX5231'FEET NORTH OF REFERENCE MARK NO 1.
 FX5231
 FX5231                          STATION RECOVERY (1993)
 FX5231
 FX5231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX5231'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) SOUTHWEST OF TILLERY, AND 8.7
 FX5231'MI (14.0 KM) NORTHWEST OF SCOTLAND NECK. ALONG NC 481 FOR 1.1 MI (1.8
 FX5231'KM) SOUTHWEST FROM NC 561-IN TILLERY, AT SR 1117, IN THE WESTERN
 FX5231'SHOULDER. MARK IS RECESSED 7 INCHES BELOW THE GROUND.  LOCATED 16.4 FT
 FX5231'(5.0 M) NORTHWEST OF THE CENTERLINE OF NC 481, 116.5 FT (35.5 M)
 FX5231'NORTHEAST OF THE INTERSECTION, 73.8 FT (22.5 M) NORTH OF--BLOCK RM
 FX5231'1--ACROSS NC 481--AND 42.5 FT (13.0 M) SOUTHWEST OF A 4-INCH OAK, 81.3
 FX5231'FT (24.8 M) WEST OF A 12-INCH SWEET GUM ACROSS NC 481--BOTH WITH
 FX5231'REFERENCE TAGS.
 FX5231
 FX5231                          STATION RECOVERY (1993)
 FX5231
 FX5231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX5231'RECOVERED IN MARCH 1993 IN GOOD CONDITION. MARK IS LOCATED 117.0 FT
 FX5231'(35.7 M) NORTHEAST OF THE CENTERLINE OF THE T-INTERSECTION, 42.5 FT
 FX5231'(13.0 M) SOUTHWEST OF A 4-INCH OAK WITH A REFERENCE TAG, AND 81.3 FT
 FX5231'(24.8 M) WEST OF AND ACROSS THE HIGHWAY FROM A 12-INCH SWEET GUM WITH
 FX5231'A REFERENCE TAG.
 FX5231
 FX5231                          STATION RECOVERY (2001)
 FX5231
 FX5231'RECOVERY NOTE BY 
NC DOT 2001 (RMS)
 FX5231'RECOVERED IN GOOD CONDITION.
 FX5231
 FX5231                          STATION RECOVERY (2005)
 FX5231
 FX5231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FX5231'RECOVERED AS DESCRIBED.
 FX5231
 FX5231                          STATION RECOVERY (2005)
 FX5231
 FX5231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FX5231'RECOVERED AS DESCRIBED.
 FX5231
 FX5231                          STATION RECOVERY (2005)
 FX5231
 FX5231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FX5231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4971 ***********************************************************************
 AJ4971  DESIGNATION -  BLOCKADE
 AJ4971  PID         -  AJ4971
 AJ4971  STATE/COUNTY-  NC/BRUNSWICK
 AJ4971  USGS QUAD   -  HOLDEN BEACH (1990)
 AJ4971
 AJ4971                         *CURRENT SURVEY CONTROL
 AJ4971  ___________________________________________________________________
 AJ4971* NAD 83(2007)-  33 54 53.65747(N)    078 15 18.68978(W)     ADJUSTED  
 AJ4971* NAVD 88     -         2.16   (meters)       7.1    (feet)  LEVELING  
 AJ4971  ___________________________________________________________________
 AJ4971  EPOCH DATE  -        2002.00
 AJ4971  X           -   1,078,526.260 (meters)                     COMP
 AJ4971  Y           -  -5,187,572.521 (meters)                     COMP
 AJ4971  Z           -   3,538,598.427 (meters)                     COMP
 AJ4971  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 AJ4971  ELLIP HEIGHT-         -34.096 (meters)          (02/10/07) ADJUSTED
 AJ4971  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 AJ4971
 AJ4971  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4971  Type    PID    Designation                      North   East  Ellip
 AJ4971  -------------------------------------------------------------------
 AJ4971  NETWORK AJ4971 BLOCKADE                          0.84   0.74   2.67
 AJ4971  -------------------------------------------------------------------
 AJ4971  VERT ORDER  -  THIRD ?
 AJ4971
 AJ4971.The horizontal coordinates were established by GPS observations
 AJ4971.and adjusted by the National Geodetic Survey in February 2007.
 AJ4971
 AJ4971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4971.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4971.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4971.The epoch date for horizontal control is a decimal equivalence
 AJ4971.of Year/Month/Day.
 AJ4971
 AJ4971.The orthometric height was determined by differential leveling.
 AJ4971.The vertical network tie was performed by a horz. field party for horz.
 AJ4971.obs reductions. Reset procedures were used to establish the elevation.
 AJ4971
 AJ4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4971
 AJ4971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4971
 AJ4971.The ellipsoidal height was determined by GPS observations
 AJ4971.and is referenced to NAD 83.
 AJ4971
 AJ4971.The geoid height was determined by GEOID03.
 AJ4971
 AJ4971;                    North         East     Units Scale Factor Converg.
 AJ4971;SPC NC       -    18,552.796   678,487.863   MT  1.00014211   +0 25 47.6
 AJ4971;SPC NC       -    60,868.63  2,226,005.60   sFT  1.00014211   +0 25 47.6
 AJ4971;UTM  17      - 3,756,113.964   753,766.498   MT  1.00039394   +1 31 56.3
 AJ4971
 AJ4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4971!SPC NC       -   1.00000535  x   1.00014211  =   1.00014746
 AJ4971!UTM  17      -   1.00000535  x   1.00039394  =   1.00039929
 AJ4971
 AJ4971:                Primary Azimuth Mark                     Grid Az
 AJ4971:SPC NC       -  FERRY                                    269 00 40.0
 AJ4971:UTM  17      -  FERRY                                    267 54 31.3
 AJ4971
 AJ4971|---------------------------------------------------------------------|
 AJ4971| PID    Reference Object                     Distance      Geod. Az  |
 AJ4971|                                                           dddmmss.s |
 AJ4971| AJ4972 FERRY                               467.413 METERS 2692627.6 |
 AJ4971|---------------------------------------------------------------------|
 AJ4971
 AJ4971                          SUPERSEDED SURVEY CONTROL
 AJ4971
 AJ4971  NAD 83(2001)-  33 54 53.65757(N)    078 15 18.68936(W) AD(       ) 1
 AJ4971  ELLIP H (03/13/03)  -34.087  (m)                       GP(       ) 4 2
 AJ4971  NAD 83(1986)-  33 54 53.66688(N)    078 15 18.69854(W) AD(       ) 1
 AJ4971
 AJ4971.Superseded values are not recommended for survey control.
 AJ4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4971.See file dsdata.txt to determine how the superseded data were derived.
 AJ4971
 AJ4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5376656114(NAD 83)
 AJ4971_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4971_SP_SET: SIDEWALK
 AJ4971_STAMPING: BLOCKADE 1994
 AJ4971_MARK LOGO: NCGS  
 AJ4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4971+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 AJ4971
 AJ4971  HISTORY     - Date     Condition        Report By
 AJ4971  HISTORY     - 1994     MONUMENTED       NCGS
 AJ4971  HISTORY     - 19991020 GOOD             NCGS
 AJ4971  HISTORY     - 20040410 GOOD             USPSQD
 AJ4971  HISTORY     - 20050423 GOOD             USPSQD
 AJ4971  HISTORY     - 20060904 GOOD             USPSQD
 AJ4971
 AJ4971                          STATION DESCRIPTION
 AJ4971
 AJ4971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 AJ4971'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF SHALLOTTE
 AJ4971'AND ON THE ISLAND OF HOLDEN BEACH.  ALONG OCEAN BLVD FOR 0.8 MI (1.3
 AJ4971'KM) EAST FROM NC 130, SOUTH OF AIWW BRIDGE, TO BLOCKADE RUNNER STREET,
 AJ4971'IN THE NORTHWEST QUADRANT.  MARK IS ABOUT LEVEL WITH OCEAN BLVD AND IS
 AJ4971'FLUSH WITH GROUND. LOCATED 21.7 FT (6.6 M) NORTH OF THE CENTERLINE OF
 AJ4971'OCEAN BLVD, 21.0 FT (6.4 M) WEST OF THE CENTER OF BLOCKADE RUNNER
 AJ4971'STREET, 1.0 FT (0.3 M) WEST OF THE EAST END OF THE SIDEWALK, 0.9 FT
 AJ4971'(27.4 CM) NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 50.2 FT (15.3 M)
 AJ4971'NORTH OF A FIRE HYDRANT ACROSS OCEAN BLVD, AND 14.3 FT (4.4 M)
 AJ4971'SOUTHEAST OF UNDERGROUND ELECTRIC VAULT (23313) .
 AJ4971
 AJ4971                          STATION RECOVERY (1999)
 AJ4971
 AJ4971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4971'RECOVERED AS DESCRIBED.
 AJ4971
 AJ4971                          STATION RECOVERY (2004)
 AJ4971
 AJ4971'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ4971'RECOVERED IN GOOD CONDITION.
 AJ4971
 AJ4971                          STATION RECOVERY (2005)
 AJ4971
 AJ4971'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ4971'RECOVERED IN GOOD CONDITION.
 AJ4971
 AJ4971                          STATION RECOVERY (2006)
 AJ4971
 AJ4971'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ4971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3783 ***********************************************************************
 DI3783  DESIGNATION -  BLOCKADE
 DI3783  PID         -  DI3783
 DI3783  STATE/COUNTY-  NC/HENDERSON
 DI3783  USGS QUAD   -  STANDINGSTONE MTN (1990)
 DI3783
 DI3783                         *CURRENT SURVEY CONTROL
 DI3783  ___________________________________________________________________
 DI3783* NAD 83(2007)-  35 08 42.87613(N)    082 34 09.34895(W)     ADJUSTED  
 DI3783* NAVD 88     -       928.8    (meters)    3047.     (feet)  GPS OBS   
 DI3783  ___________________________________________________________________
 DI3783  EPOCH DATE  -        2002.00
 DI3783  X           -     675,335.876 (meters)                     COMP
 DI3783  Y           -  -5,178,048.272 (meters)                     COMP
 DI3783  Z           -   3,651,571.686 (meters)                     COMP
 DI3783  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 DI3783  ELLIP HEIGHT-         898.177 (meters)          (07/11/08) ADJUSTED
 DI3783  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DI3783  HORZ ORDER  -  FIRST
 DI3783  ELLP ORDER  -  FOURTH    CLASS II
 DI3783
 DI3783.The horizontal coordinates were established by GPS observations
 DI3783.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3783
 DI3783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3783.The horizontal coordinates are valid at the epoch date displayed above.
 DI3783.The epoch date for horizontal control is a decimal equivalence
 DI3783.of Year/Month/Day.
 DI3783
 DI3783.The orthometric height was determined by GPS observations and a
 DI3783.high-resolution geoid model.
 DI3783
 DI3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3783
 DI3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3783
 DI3783.The ellipsoidal height was determined by GPS observations
 DI3783.and is referenced to NAD 83.
 DI3783
 DI3783.The geoid height was determined by GEOID03.
 DI3783
 DI3783;                    North         East     Units Scale Factor Converg.
 DI3783;SPC NC       -   160,620.153   284,457.425   MT  0.99987431   -2 03 36.3
 DI3783;SPC NC       -   526,967.95    933,257.40   sFT  0.99987431   -2 03 36.3
 DI3783;UTM  17      - 3,890,277.269   357,049.515   MT  0.99985184   -0 54 12.6
 DI3783
 DI3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3783!SPC NC       -   0.99985904  x   0.99987431  =   0.99973337
 DI3783!UTM  17      -   0.99985904  x   0.99985184  =   0.99971090
 DI3783
 DI3783                          SUPERSEDED SURVEY CONTROL
 DI3783
 DI3783  NAD 83(1986)-  35 08 42.88221(N)    082 34 09.34643(W) AD(       ) 1
 DI3783  NAD 83(2001)-  35 08 42.87579(N)    082 34 09.34916(W) AD(       ) 1
 DI3783  ELLIP H (02/05/05)  898.191  (m)                       GP(       ) 4 2
 DI3783
 DI3783.Superseded values are not recommended for survey control.
 DI3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3783.See file dsdata.txt to determine how the superseded data were derived.
 DI3783
 DI3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5705090277(NAD 83)
 DI3783_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3783_STAMPING: BLOCKADE 2001
 DI3783_MARK LOGO: NCGS  
 DI3783_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI3783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3783+STABILITY: SURFACE MOTION
 DI3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3783+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3783
 DI3783  HISTORY     - Date     Condition        Report By
 DI3783  HISTORY     - 2001     MONUMENTED       NCGS
 DI3783
 DI3783                          STATION DESCRIPTION
 DI3783
 DI3783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3783'STATION IS LOCATED 11.2 MI (18.0 KM) EAST-SOUTHEAST OF BREVARD AND 4.4
 DI3783'MI (7.1 KM) EAST OF CEDAR MOUNTAIN NEAR THE NORTH CAROLINA/SOUTH
 DI3783'CAROLINA STATE LINE. PROCEED ALONG SR 1559-SOLOMON JONES ROAD FOR 2.6
 DI3783'MI (4.2 KM) EAST FROM US 276 (AT THE NC/SC STATE LINE) TO THE NC/SC
 DI3783'STATE LINE. CONTINUE EAST FOR 1.65 MI (2.66 KM) TO THE CAMP GREENVILLE
 DI3783'FACILITY BUILDINGS AND LAKE. CONTINUE EAST FOR 0.75 MI (1.21 KM) ALONG
 DI3783'CAMP GREENVILLE ROAD TO A WOODS ROAD LEADING NORTH AND THE ENTRANCE TO
 DI3783'SYMMS CHAPEL (PRETTY PLACE). TAKE THE WOODS ROAD NORTHEAST FOR 0.45 MI
 DI3783'(0.72 KM) TO A FORK, TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.1 MI
 DI3783'(0.2 KM) ALONG THE OLD CCC ROAD TO THE HIGH VOLTAGE POWER LINES.
 DI3783'CONTINUE NORTHEAST FOR 0.7 MI (1.1 KM) ALONG THE CCC ROAD TO A GATE
 DI3783'BLOCKING ACCESS TO JOHN BALLS PRIVATE ROAD. MARK IS ABOUT LEVEL WITH
 DI3783'THE CCC ROAD AND FLUSH WITH GROUND. LOCATED 15.0 FT (4.6 M) NORTH OF
 DI3783'THE CENTERLINE OF THE CCC ROAD, 36.5 FT (11.1 M) SOUTH OF THE
 DI3783'CENTERLINE OF JOHN BALLS ROAD, 24.2 FT (7.4 M) SOUTH OF THE SOUTH END
 DI3783'OF THE CULVERT PIPE UNDER BALLS ROAD, 30.8 FT (9.4 M) EAST OF THE EAST
 DI3783'GATE POST--AND 27.0 FT (8.2 M) SOUTHWEST OF A 15-INCH ASHE, 27.2 FT
 DI3783'(8.3 M) NORTH-NORTHWEST OF A 8-INCH RED OAK--BOTH WITH REFERENCE
 DI3783'WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0534 ***********************************************************************
 EX0534  DESIGNATION -  BLOCKADE SHOAL BEACON
 EX0534  PID         -  EX0534
 EX0534  STATE/COUNTY-  NC/DARE
 EX0534  USGS QUAD   -  MANTEO (1983)
 EX0534
 EX0534                         *CURRENT SURVEY CONTROL
 EX0534  ___________________________________________________________________
 EX0534* NAD 83(2001)-  35 54 00.15658(N)    075 43 21.46495(W)     ADJUSTED  
 EX0534* NAVD 88     -              **(meters)            **(feet)            
 EX0534  ___________________________________________________________________
 EX0534  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 EX0534  GEOID HEIGHT-         -39.03  (meters)                     GEOID03
 EX0534  HORZ ORDER  -  THIRD
 EX0534
 EX0534.The horizontal coordinates were established by classical geodetic methods
 EX0534.and adjusted by the National Geodetic Survey in August 2005.
 EX0534
 EX0534
 EX0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0534
 EX0534.The geoid height was determined by GEOID03.
 EX0534
 EX0534;                    North         East     Units Scale Factor Converg.
 EX0534;SPC NC       -   243,393.630   905,400.979   MT  0.99993649   +1 53 29.8
 EX0534;SPC NC       -   798,533.93  2,970,469.71   sFT  0.99993649   +1 53 29.8
 EX0534;UTM  18      - 3,973,103.051   434,788.518   MT  0.99965240   -0 25 25.5
 EX0534
 EX0534                          SUPERSEDED SURVEY CONTROL
 EX0534
 EX0534  NAD 83(1986)-  35 54 00.17339(N)    075 43 21.47480(W) AD(       ) 4
 EX0534  NAD 27      -  35 53 59.57100(N)    075 43 22.84700(W) AD(       ) 3
 EX0534
 EX0534.Superseded values are not recommended for survey control.
 EX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0534.See file dsdata.txt to determine how the superseded data were derived.
 EX0534
 EX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3478973103(NAD 83)
 EX0534_MARKER: 14 = NAVIGATION LIGHT
 EX0534
 EX0534  HISTORY     - Date     Condition        Report By
 EX0534  HISTORY     - 1933     FIRST OBSERVED   CGS
 EX0534
 EX0534                          STATION DESCRIPTION
 EX0534
 EX0534'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ2464 ***********************************************************************
 AJ2464  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2464  DESIGNATION -  BLOODHOUND ACRES
 AJ2464  PID         -  AJ2464
 AJ2464  STATE/COUNTY-  NC/HENDERSON
 AJ2464  USGS QUAD   -  ZIRCONIA (1991)
 AJ2464
 AJ2464                         *CURRENT SURVEY CONTROL
 AJ2464  ___________________________________________________________________
 AJ2464* NAD 83(2007)-  35 10 53.89255(N)    082 28 40.27711(W)     ADJUSTED  
 AJ2464* NAVD 88     -       689.25   (meters)    2261.3    (feet)  GPS OBS   
 AJ2464  ___________________________________________________________________
 AJ2464  EPOCH DATE  -        2002.00
 AJ2464  X           -     683,265.893 (meters)                     COMP
 AJ2464  Y           -  -5,174,464.352 (meters)                     COMP
 AJ2464  Z           -   3,654,734.807 (meters)                     COMP
 AJ2464  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 AJ2464  ELLIP HEIGHT-         658.404 (meters)          (02/10/07) ADJUSTED
 AJ2464  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AJ2464
 AJ2464  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ2464  Type    PID    Designation                      North   East  Ellip
 AJ2464  -------------------------------------------------------------------
 AJ2464  NETWORK AJ2464 BLOODHOUND ACRES                  0.92   0.78   1.59
 AJ2464  -------------------------------------------------------------------
 AJ2464
 AJ2464.The horizontal coordinates were established by GPS observations
 AJ2464.and adjusted by the National Geodetic Survey in February 2007.
 AJ2464
 AJ2464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ2464.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ2464.The horizontal coordinates are valid at the epoch date displayed above.
 AJ2464.The epoch date for horizontal control is a decimal equivalence
 AJ2464.of Year/Month/Day.
 AJ2464
 AJ2464.The orthometric height was determined by GPS observations and a
 AJ2464.high-resolution geoid model.
 AJ2464.The orthometric height was determined by GPS observations and a
 AJ2464.high-resolution geoid model using precise GPS observation and
 AJ2464.processing techniques.
 AJ2464
 AJ2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2464
 AJ2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2464
 AJ2464.The ellipsoidal height was determined by GPS observations
 AJ2464.and is referenced to NAD 83.
 AJ2464
 AJ2464.The geoid height was determined by GEOID03.
 AJ2464
 AJ2464;                    North         East     Units Scale Factor Converg.
 AJ2464;SPC NC       -   164,359.223   292,922.314   MT  0.99987334   -2 00 26.3
 AJ2464;SPC NC       -   539,235.22    961,029.29   sFT  0.99987334   -2 00 26.3
 AJ2464;UTM  17      - 3,894,186.229   365,436.933   MT  0.99982316   -0 51 05.8
 AJ2464
 AJ2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2464!SPC NC       -   0.99989667  x   0.99987334  =   0.99977002
 AJ2464!UTM  17      -   0.99989667  x   0.99982316  =   0.99971984
 AJ2464
 AJ2464                          SUPERSEDED SURVEY CONTROL
 AJ2464
 AJ2464  NAD 83(2001)-  35 10 53.89243(N)    082 28 40.27736(W) AD(       ) 1
 AJ2464  ELLIP H (03/13/03)  658.399  (m)                       GP(       ) 4 2
 AJ2464  ELLIP H (04/18/02)  658.384  (m)                       GP(       ) 4 1
 AJ2464  NAD 83(1986)-  35 10 53.89980(N)    082 28 40.27763(W) AD(       ) 1
 AJ2464  NAD 83(1995)-  35 10 53.89269(N)    082 28 40.27663(W) AD(       ) 1
 AJ2464  ELLIP H (04/23/01)  658.328  (m)                       GP(       ) 4 2
 AJ2464
 AJ2464.Superseded values are not recommended for survey control.
 AJ2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2464.See file dsdata.txt to determine how the superseded data were derived.
 AJ2464
 AJ2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6543794186(NAD 83)
 AJ2464_MARKER: DD = SURVEY DISK
 AJ2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2464_STAMPING: BLOODHOUND ACRES 2000
 AJ2464_MARK LOGO: SCGS  
 AJ2464_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2464+STABILITY: SURFACE MOTION
 AJ2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2464+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2000
 AJ2464
 AJ2464  HISTORY     - Date     Condition        Report By
 AJ2464  HISTORY     - 2000     MONUMENTED       SCGS
 AJ2464  HISTORY     - 20000905 GOOD             SCGS
 AJ2464
 AJ2464                          STATION DESCRIPTION
 AJ2464
 AJ2464'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ2464'STATION IS LOCATED 4.1 MILES (6.6 KM) SOUTHWEST OF TUXEDO NC, 23.0
 AJ2464'MILES (37.0 KM) NORTHWEST OF GREENVILLE SC.  OWNERSHIP--TAMMY REVIS,
 AJ2464'ROUTE 1, BOX 269, ZIRCONIA, NC 28790.  TO REACH THE STATION FROM THE
 AJ2464'JUNCTION OVERPASS OF U.S.  HIGHWAY 25 AND STATE HIGHWAY 225/STATE ROAD
 AJ2464'1104 (BOBS CREEK ROAD, EXIT 1) , 4.1 MILES (6.6 KM) SOUTHWEST OF
 AJ2464'ZIRCONIA, NC AND 22.5 MILES (36.2 KM) NORTH OF GREENVILLE, SC, GO WEST
 AJ2464'SOUTHWEST ON ROAD 1104 FOR 1.75 MILES (2.82 KM) TO A GRAVEL DRIVEWAY
 AJ2464'LEFT LEADING TO HOUSE NUMBER 269, TURN LEFT ON THE GRAVEL DRIVEWAY FOR
 AJ2464'0.05 MILE (0.08 KM) TO THE STATION ON THE LEFT NEAR THE EAST END OF A
 AJ2464'SMALL POND.  STATION IS A CONCRETE POST RECESSED 0.5 FOOT (15.2 CM)
 AJ2464'AND 9.0 FEET (2.7 M) BELOW ROAD 1104, 145.3 FEET (44.3 M) EAST
 AJ2464'SOUTHEAST OF A POWER POLE NUMBER 20 WITH TWO GUY WIRES, 12.0 FEET (3.7
 AJ2464'M) EAST OF THE EAST EDGE OF THE POND, 123.7 FEET (37.7 M) EAST OF THE
 AJ2464'EAST END OF A 4.0-FOOT METAL PIPE CULVERT BENEATH THE DRIVEWAY, 155.1
 AJ2464'FEET (47.3 M) SOUTH SOUTHWEST OF THE CENTER OF ROAD 1104, 71.0 FEET
 AJ2464'(21.6 M) NORTHEAST OF A TRIPLE-TRUNKED OAK TREE, 165.0 FEET (50.3 M)
 AJ2464'NORTHEAST OF A POWER POLE WITH TRANSFORMER AND TWO GUY WIRES.
 AJ2464'DESCRIBED BY D.D.  WOODS.
 AJ2464
 AJ2464                          STATION RECOVERY (2000)
 AJ2464
 AJ2464'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ2464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2845 ***********************************************************************
 EA2845  DESIGNATION -  BLOODWORTH
 EA2845  PID         -  EA2845
 EA2845  STATE/COUNTY-  NC/PENDER
 EA2845  USGS QUAD   -  MOORETOWN (1970)
 EA2845
 EA2845                         *CURRENT SURVEY CONTROL
 EA2845  ___________________________________________________________________
 EA2845* NAD 83(2001)-  34 27 02.60268(N)    077 48 17.05521(W)     ADJUSTED  
 EA2845* NAVD 88     -         5.46   (meters)      17.9    (feet)  LEVELING  
 EA2845  ___________________________________________________________________
 EA2845  X           -   1,112,223.149 (meters)                     COMP
 EA2845  Y           -  -5,146,295.907 (meters)                     COMP
 EA2845  Z           -   3,587,767.949 (meters)                     COMP
 EA2845  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 EA2845  ELLIP HEIGHT-         -31.285 (meters)          (12/29/04) ADJUSTED
 EA2845  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 EA2845  HORZ ORDER  -  SECOND
 EA2845  VERT ORDER  -  THIRD ?
 EA2845  ELLP ORDER  -  FOURTH    CLASS I
 EA2845
 EA2845.The horizontal coordinates were established by classical geodetic methods
 EA2845.and adjusted by the National Geodetic Survey in August 2005.
 EA2845
 EA2845.The orthometric height was determined by differential leveling.
 EA2845.The vertical network tie was performed by a horz. field party for horz.
 EA2845.obs reductions. Reset procedures were used to establish the elevation.
 EA2845
 EA2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA2845
 EA2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2845
 EA2845.The ellipsoidal height was determined by GPS observations
 EA2845.and is referenced to NAD 83.
 EA2845
 EA2845.The geoid height was determined by GEOID03.
 EA2845
 EA2845;                    North         East     Units Scale Factor Converg.
 EA2845;SPC NC       -    78,394.482   719,432.652   MT  0.99996956   +0 41 23.5
 EA2845;SPC NC       -   257,199.23  2,360,338.63   sFT  0.99996956   +0 41 23.5
 EA2845;UTM  18      - 3,815,702.514   242,327.240   MT  1.00041847   -1 35 15.0
 EA2845
 EA2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2845!SPC NC       -   1.00000491  x   0.99996956  =   0.99997447
 EA2845!UTM  18      -   1.00000491  x   1.00041847  =   1.00042338
 EA2845
 EA2845:                Primary Azimuth Mark                     Grid Az
 EA2845:SPC NC       -  ONSLOW                                   056 37 54.7
 EA2845:UTM  18      -  ONSLOW                                   058 54 33.2
 EA2845
 EA2845|---------------------------------------------------------------------|
 EA2845| PID    Reference Object                     Distance      Geod. Az  |
 EA2845|                                                           dddmmss.s |
 EA2845| EA2951 ONSLOW                              APPROX.23.9 KM 0571918.2 |
 EA2845| EA3222 BLOODWORTH RM 1                      44.653 METERS 14539     |
 EA2845| EA3223 BLOODWORTH RM 2                      39.898 METERS 25340     |
 EA2845| EA3224 BLOODWORTH RM 3 AZIMUTH                            2715302.2 |
 EA2845|---------------------------------------------------------------------|
 EA2845
 EA2845                          SUPERSEDED SURVEY CONTROL
 EA2845
 EA2845  NAD 83(1986)-  34 27 02.60964(N)    077 48 17.07077(W) AD(       ) 2
 EA2845  NAD 83(1986)-  34 27 02.61648(N)    077 48 17.07000(W) AD(       ) 1
 EA2845  NAD 27      -  34 27 02.01100(N)    077 48 18.13700(W) AD(       ) 1
 EA2845  NGVD 29 (07/19/86)    6.1    (m)           20.     (f) VERT ANG    3  
 EA2845
 EA2845.Superseded values are not recommended for survey control.
 EA2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2845.See file dsdata.txt to determine how the superseded data were derived.
 EA2845
 EA2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4232715703(NAD 83)
 EA2845_MARKER: DS = TRIANGULATION STATION DISK
 EA2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2845_STAMPING: BLOODWORTH 1932
 EA2845_MARK LOGO: CGS   
 EA2845_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2845+STABILITY: SURFACE MOTION
 EA2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA2845+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1994
 EA2845
 EA2845  HISTORY     - Date     Condition        Report By
 EA2845  HISTORY     - 1932     MONUMENTED       CGS
 EA2845  HISTORY     - 1967     GOOD             CGS
 EA2845  HISTORY     - 19940316 GOOD             NCGS
 EA2845  HISTORY     - 19940317 GOOD             NCGS
 EA2845
 EA2845                          STATION DESCRIPTION
 EA2845
 EA2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 EA2845'ABOUT 8 MILES NORTHWEST OF HAMPSTEAD, AND 5 MILES EAST OF ROCKY
 EA2845'POINT. TO REACH, FOLLOW UNITED STATES ROUTE 17 TO HAMPSTEAD, PROCEED
 EA2845'NORTHWEST 3.9 MILES ON FAIR SANDY-DIRT ROAD TO FORK AT
 EA2845'FILLING STATION, KEEP RIGHT-HAND MAIN-TRAVELED ROAD, AND
 EA2845'FOLLOW 5.0 MILES TO STATION SITE.  STATION IS IN PINE-WOODS AREA
 EA2845'OWNED BY MR. BLOODWORTH, IN DIM WAGON ROAD WHICH LEADS NORTH INTO
 EA2845'WOODS, 25.9 METERS (85 FEET) NORTH OF CENTER LINE OF DIRT-SAND ROAD
 EA2845'LEADING TOWARDS STATION, ABOUT 100 METERS (328 FEET) WEST OF SHARP
 EA2845'TURN IN ROAD TO WEST, ABOUT 75 METERS (246 FEET) EAST OF NEW LONE
 EA2845'HOUSE ON SOUTH SIDE OF ROAD, AND 10.0 METERS (33 FEET) EAST OF
 EA2845'12-INCH BLAZED PINE TREE. SURFACE AND UNDERGROUND MARKS ARE
 EA2845'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE
 EA2845'STANDARD REFERENCE DISKS IN CONCRETE.
 EA2845'
 EA2845'REFERENCE MARK NO. 1 IS IN OPEN FIELD,
 EA2845'6.1 METERS (20 FEET) SOUTH OF CENTER LINE OF ROAD, AND 146.5
 EA2845'FEET FROM STATION S 35 DEG E 39 FT.
 EA2845'
 EA2845'REFERENCE MARK NO. 2 IS IN WOODED AREA,
 EA2845'7.4 METERS (24 FEET) NORTH OF CENTER LINE OF ROAD, AND 130.9
 EA2845'FEET FROM STATION S 73 DEG W 40 FT.
 EA2845'
 EA2845'REFERENCE MARK NO. 3 IS 4 METERS (13 FEET)
 EA2845'WEST OF CENTER LINE OF ROAD LEADING PAST STATION, ABOUT 25
 EA2845'METERS (82 FEET) WEST OF NORTHWEST CORNER OF YARD FENCE, AND
 EA2845'APPROXIMATELY 200 METERS (656 FEET) FROM STATION N 88 DEG
 EA2845'07 MIN W.
 EA2845
 EA2845                          STATION RECOVERY (1967)
 EA2845
 EA2845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 EA2845'ALTHOUGH A THOROUGH SEARCH WAS MADE NO TRACE OF THE STATION OR
 EA2845'REFERENCE MARK NO. 2 COULD BE FOUND. REFERENCE MARK NO. 1 WAS
 EA2845'RECOVERED IN GOOD CONDITION BUT PROJECTS ABOUT 18 INCHES. REFERENCE
 EA2845'MARK NO. 3 WAS FOUND ON TOP OF THE GROUND AND THE DISK WAS
 EA2845'RECLAIMED AT THIS TIME.  THE ROAD IN THE VICINITY HAS BEEN IMPROVED
 EA2845'AND RELOCATED.  A HOME HAS BEEN BUILT NEARBY AND A DRIVEWAY
 EA2845'HAS REPLACED THE DIM WAGON ROAD WHERE THE STATION WAS LOCATED. AT
 EA2845'THE TIME THE STATION SITE WAS VISITED NO ONE WAS AT HOME SO
 EA2845'INFORMATION COULD BE OBTAINED.
 EA2845
 EA2845                          STATION RECOVERY (1994)
 EA2845
 EA2845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA2845'STATION WAS REPORTED NOT FOUND 1967 BUT WAS FOUND IN GOOD CONDITION ON
 EA2845'THIS DATE.  REFERENCE MARK 1 FOUND IN GOOD CONDITION.  A COMPLETE NEW
 EA2845'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 9.8 MI (15.8 KM)
 EA2845'SOUTHEAST OF BURGAW AND 7.9 MI (12.7 KM) NORTHWEST OF HAMPSTEAD. ALONG
 EA2845'NC 210 FOR 4.2 MI (6.8 KM) EAST OF I-40 UNDERPASS (EXIT 408) TO
 EA2845'BLOODWORTH HOME (9040) DRIVEWAY (JUST PRIOR TO SHARP CURVE TO SOUTH) ,
 EA2845'IN SOUTHEAST QUADRANT, OR 1.85 MI (2.98 KM) EAST OF NORTHEAST CAPE
 EA2845'FEAR RIVER BRIDGE.  MARK IS ABOUT LEVEL WITH CENTERLINE OF NC 210 AND
 EA2845'RECESSED 6-INCHES BELOW THE GROUND.  LOCATED 117.FT NORTH-NORTHEAST OF
 EA2845'CENTERLINE NC 210, 14.5 FT (4.4 M) EAST-SOUTHEAST OF CENTER OF DIRT
 EA2845'DRIVEWAY, 65.2 FT (19.9 M) SOUTHEAST OF SOUTHEAST CORNER OF BRICK
 EA2845'HOUSE (9040) , 17.0 FT (5.2 M) WEST-NORTHWEST OF CENTER OF DRAINAGE
 EA2845'DITCH, 146.5 FT (44.7 M) NORTHWEST OF BLOODWORTH RM 1 AND 22.2 FT (6.8
 EA2845'M) NORTHEAST OF 18-INCH OAK WITH A REFERENCE TAG. BLOODWORTH NO 1 IS
 EA2845'SOLID BUT PROJECTS ABOUT 18-INCHES ABOVE THE GROUND.  LOCATED 146.5 FT
 EA2845'(44.7 M) SOUTHEAST OF STATION---BLOODWORTH 1932---, 51.0 FT (15.5 M)
 EA2845'NORTHEAST OF CENTERLINE OF NC 210, 21.0 FT (6.4 M) SOUTH-SOUTHWEST
 EA2845'CENTER OF GRAVELED DRIVEWAY, AND 40.8 FT (12.4 M) EAST OF TELEPHONE
 EA2845'PEDESTAL.
 EA2845
 EA2845                          STATION RECOVERY (1994)
 EA2845
 EA2845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA2845'STATION WAS REPORTED NOT FOUND 1967 BUT WAS FOUND IN GOOD CONDITION ON
 EA2845'THIS DATE.  REFERENCE MARK 1 FOUND IN GOOD CONDITION.  A COMPLETE NEW
 EA2845'DESCRIPTION FOLLOWS.  STATION IS LOCATED ABOUT 9.8 MI (15.8 KM)
 EA2845'SOUTHEAST OF BURGAW AND 7.9 MI (12.7 KM) NORTHWEST OF HAMPSTEAD. ALONG
 EA2845'NC 210 FOR 4.2 MI (6.8 KM) EAST OF I-40 UNDERPASS (EXIT 408) TO
 EA2845'BLOODWORTH HOME (9040) DRIVEWAY (JUST PRIOR TO SHARP CURVE TO SOUTH) ,
 EA2845'IN SOUTHEAST QUADRANT, OR 1.85 MI (2.98 KM) EAST OF NORTHEAST CAPE
 EA2845'FEAR RIVER BRIDGE.  MARK IS ABOUT LEVEL WITH CENTERLINE OF NC 210 AND
 EA2845'RECESSED 6-INCHES BELOW THE GROUND.  LOCATED 117.FT NORTH-NORTHEAST OF
 EA2845'CENTERLINE NC 210, 14.5 FT (4.4 M) EAST-SOUTHEAST OF CENTER OF DIRT
 EA2845'DRIVEWAY, 65.2 FT (19.9 M) SOUTHEAST OF SOUTHEAST CORNER OF BRICK
 EA2845'HOUSE (9040) , 17.0 FT (5.2 M) WEST-NORTHWEST OF CENTER OF DRAINAGE
 EA2845'DITCH, 146.5 FT (44.7 M) NORTHWEST OF BLOODWORTH RM 1 AND 22.2 FT (6.8
 EA2845'M) NORTHEAST OF 18-INCH OAK WITH A REFERENCE TAG. BLOODWORTH NO 1 IS
 EA2845'SOLID BUT PROJECTS ABOUT 18-INCHES ABOVE THE GROUND.  LOCATED 146.5 FT
 EA2845'(44.7 M) SOUTHEAST OF STATION---BLOODWORTH 1932---, 51.0 FT (15.5 M)
 EA2845'NORTHEAST OF CENTERLINE OF NC 210, 21.0 FT (6.4 M) SOUTH-SOUTHWEST
 EA2845'CENTER OF GRAVELED DRIVEWAY, AND 40.8 FT (12.4 M) EAST OF TELEPHONE
 EA2845'PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3528 ***********************************************************************
 FB3528  DESIGNATION -  BLOSSOM
 FB3528  PID         -  FB3528
 FB3528  STATE/COUNTY-  NC/MACON
 FB3528  USGS QUAD   -  FRANKLIN (1946)
 FB3528
 FB3528                         *CURRENT SURVEY CONTROL
 FB3528  ___________________________________________________________________
 FB3528* NAD 83(2001)-  35 09 12.58811(N)    083 23 30.53961(W)     ADJUSTED  
 FB3528* NAVD 88     -       622.2    (meters)    2041.     (feet)  VERTCON   
 FB3528  ___________________________________________________________________
 FB3528  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 FB3528  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 FB3528  HORZ ORDER  -  SECOND
 FB3528
 FB3528.The horizontal coordinates were established by classical geodetic methods
 FB3528.and adjusted by the National Geodetic Survey in August 2005.
 FB3528
 FB3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3528
 FB3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3528
 FB3528.The geoid height was determined by GEOID03.
 FB3528
 FB3528;                    North         East     Units Scale Factor Converg.
 FB3528;SPC NC       -   164,539.209   209,611.367   MT  0.99987406   -2 32 05.4
 FB3528;SPC NC       -   539,825.72    687,699.96   sFT  0.99987406   -2 32 05.4
 FB3528;UTM  17      - 3,892,684.691   282,129.643   MT  1.00018503   -1 22 39.6
 FB3528
 FB3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3528!SPC NC       -   0.99990681  x   0.99987406  =   0.99978088
 FB3528!UTM  17      -   0.99990681  x   1.00018503  =   1.00009182
 FB3528
 FB3528                          SUPERSEDED SURVEY CONTROL
 FB3528
 FB3528  NAD 83(1995)-  35 09 12.58816(N)    083 23 30.53937(W) AD(       ) 2
 FB3528  NAD 83(1986)-  35 09 12.59290(N)    083 23 30.55869(W) AD(       ) 2
 FB3528  NGVD 29 (09/18/91)  622.2    (m)         2041.     (f) VERT ANG    3  
 FB3528
 FB3528.Superseded values are not recommended for survey control.
 FB3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3528.See file dsdata.txt to determine how the superseded data were derived.
 FB3528
 FB3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8213092685(NAD 83)
 FB3528_MARKER: DE = TRAVERSE STATION DISK
 FB3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3528_STAMPING: BLOSSOM 1978
 FB3528_MARK LOGO: NCGS  
 FB3528_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3528+STABILITY: SURFACE MOTION
 FB3528
 FB3528  HISTORY     - Date     Condition        Report By
 FB3528  HISTORY     - 1978     MONUMENTED       NCGS
 FB3528  HISTORY     - 1985     GOOD             USPSQD
 FB3528  HISTORY     - 19940125 SEE DESCRIPTION  NCGS
 FB3528
 FB3528                          STATION DESCRIPTION
 FB3528
 FB3528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3528'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTH OF UNION AND 2.1
 FB3528'MILES SOUTH-SOUTHWEST OF FRANKLIN.
 FB3528'
 FB3528'TO REACH THE STATION FROM THE US 441 OVERPASS OF US 64 SOUTH OF
 FB3528'FRANKLIN, PROCEED SOUTH ALONG US 441 FOR 0.85 MILE TO STATION IN LEFT
 FB3528'SHOULDER, AND 0.05 MILE SOUTH OF SR 1152 AND SR 1652 (CROSSROAD).
 FB3528'
 FB3528'STATION MARK IS A STANDARD DISK STAMPED---BLOSSOM 1978---SET IN TOP OF
 FB3528'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK
 FB3528'IS 41.2 FEET EAST OF THE CENTERLINE OF US 441, 98.6 FEET
 FB3528'SOUTH-SOUTHWEST OF POWER LINE SUPPORT POLE WITH REFERENCE TAG, 37.4
 FB3528'FEET WEST OF WESTERNMOST POST OF ADVERTISING SIGN WITH REFERENCE TAG,
 FB3528'30.5 FEET NORTH-NORTHWEST OF EAST END OF METAL CULVERT.
 FB3528
 FB3528                          STATION RECOVERY (1985)
 FB3528
 FB3528'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 FB3528'RECOVERED IN GOOD CONDITION.
 FB3528
 FB3528                          STATION RECOVERY (1994)
 FB3528
 FB3528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3528'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1889 ***********************************************************************
 EY1889  DESIGNATION -  BLOUNT
 EY1889  PID         -  EY1889
 EY1889  STATE/COUNTY-  NC/PITT
 EY1889  USGS QUAD   -  GREENVILLE NE (1981)
 EY1889
 EY1889                         *CURRENT SURVEY CONTROL
 EY1889  ___________________________________________________________________
 EY1889* NAD 83(2001)-  35 41 26.80153(N)    077 21 59.24189(W)     ADJUSTED  
 EY1889* NAVD 88     -        11.902  (meters)      39.05   (feet)  ADJUSTED  
 EY1889  ___________________________________________________________________
 EY1889  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EY1889  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 EY1889  DYNAMIC HT  -          11.892 (meters)      39.02  (feet)  COMP
 EY1889  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 EY1889
 EY1889  HORZ ORDER  -  SECOND
 EY1889  VERT ORDER  -  SECOND    CLASS II
 EY1889
 EY1889.The horizontal coordinates were established by classical geodetic methods
 EY1889.and adjusted by the National Geodetic Survey in August 2005.
 EY1889
 EY1889.The orthometric height was determined by differential leveling
 EY1889.and adjusted in June 1991.
 EY1889
 EY1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1889
 EY1889.The geoid height was determined by GEOID03.
 EY1889
 EY1889.The dynamic height is computed by dividing the NAVD 88
 EY1889.geopotential number by the normal gravity value computed on the
 EY1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1889.degrees latitude (g = 980.6199 gals.).
 EY1889
 EY1889.The modeled gravity was interpolated from observed gravity values.
 EY1889
 EY1889;                    North         East     Units Scale Factor Converg.
 EY1889;SPC NC       -   216,509.553   757,439.218   MT  0.99990187   +0 56 34.2
 EY1889;SPC NC       -   710,331.76  2,485,031.83   sFT  0.99990187   +0 56 34.2
 EY1889;UTM  18      - 3,952,232.874   285,867.821   MT  1.00016506   -1 22 52.1
 EY1889
 EY1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1889!SPC NC       -   1.00000374  x   0.99990187  =   0.99990561
 EY1889!UTM  18      -   1.00000374  x   1.00016506  =   1.00016880
 EY1889
 EY1889:                Primary Azimuth Mark                     Grid Az
 EY1889:SPC NC       -  TAYLOR                                   358 12 26.4
 EY1889:UTM  18      -  TAYLOR                                   000 31 52.7
 EY1889
 EY1889|---------------------------------------------------------------------|
 EY1889| PID    Reference Object                     Distance      Geod. Az  |
 EY1889|                                                           dddmmss.s |
 EY1889| EY1890 TAYLOR                              APPROX. 1.6 KM 3590900.6 |
 EY1889|---------------------------------------------------------------------|
 EY1889
 EY1889                          SUPERSEDED SURVEY CONTROL
 EY1889
 EY1889  NAD 83(1986)-  35 41 26.81140(N)    077 21 59.25606(W) AD(       ) 2
 EY1889  NAD 27      -  35 41 26.23551(N)    077 22 00.37648(W) AD(       ) 2
 EY1889  NGVD 29 (10/26/90)   12.26   (m)           40.2    (f) LEVELING    3  
 EY1889
 EY1889.Superseded values are not recommended for survey control.
 EY1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1889.See file dsdata.txt to determine how the superseded data were derived.
 EY1889
 EY1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8586852233(NAD 83)
 EY1889_MARKER: DE = TRAVERSE STATION DISK
 EY1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1889_SP_SET: CONCRETE POST
 EY1889_STAMPING: BLOUNT 1966
 EY1889_MARK LOGO: NCGS  
 EY1889_PROJECTION: RECESSED 15 CENTIMETERS
 EY1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1889+STABILITY: SURFACE MOTION
 EY1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1889+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2001
 EY1889
 EY1889  HISTORY     - Date     Condition        Report By
 EY1889  HISTORY     - 1966     MONUMENTED       NCGS
 EY1889  HISTORY     - 1979     GOOD             NCGS
 EY1889  HISTORY     - 1980     GOOD             NCGS
 EY1889  HISTORY     - 20010521 SEE DESCRIPTION  NCGS
 EY1889
 EY1889                          STATION DESCRIPTION
 EY1889
 EY1889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY1889'BLOUNT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1889'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY1889'
 EY1889'BLOUNT IS LOCATED APPROXIMATELY 5.7 MILES NORTH OF GREENVILLE,
 EY1889'N. C. AND 8.1 MILES SOUTH OF BETHEL, N. C.  TO REACH STATION
 EY1889'PROCEED FROM THE INTERSECTION OF U.S. 13 - NC 11 AND NC 903
 EY1889'NORTH 1.6 MILES TO STATION ON WEST SHOULDER OF U.S. 13 - NC 11
 EY1889'HIGHWAY.  0.75 MILES NORTH OF INTERSECTION OF SR 1521 AND 0.9
 EY1889'MILES SOUTH OF INTERSECTION OF SR 1522.
 EY1889'
 EY1889'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1889'BLOUNT 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1889'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1889'
 EY1889'MARK IS
 EY1889'
 EY1889'16.60 FT W OF C/L OF U.S. 13 - NC 11 HIGHWAY
 EY1889'
 EY1889'32.85 FT SSE OF PP WITH ALUMINUM REF. TAG
 EY1889'
 EY1889'72.20 FT SSW OF TP 37 WITH ALUMINUM REF. TAG
 EY1889'
 EY1889'50.15 FT N OF DRAINAGE CAUTION SIGN WITH ALUMINUM REF. TAG
 EY1889
 EY1889                          STATION RECOVERY (1979)
 EY1889
 EY1889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1889'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW
 EY1889'DESCRIPTION FOLLOWS.
 EY1889'
 EY1889'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES NORTH OF GREENVILLE.
 EY1889'
 EY1889'TO REACH THE STATION FROM THE INTERSECTION OF US 13-NC 11 WITH NC 903
 EY1889'NORTH OF GREENVILLE, PROCEED NORTH ALONG US 13-NC 11 FOR 1.6 MILES TO
 EY1889'SR 1445 ON LEFT AND STATION IN THE NORTHWEST QUADRANT IN EDGE OF
 EY1889'PAVEMENT.
 EY1889'
 EY1889'STATION MARK IS A STANDARD DISK STAMPED---BLOUNT 1966---, SET IN TOP
 EY1889'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW ASPHALT. THE
 EY1889'MARK IS 16.8 FEET WEST OF THE CENTERLINE OF NC 11-US 13, 36.0 FEET
 EY1889'NORTH-NORTHWEST OF CENTERLINE INTERSECTION, 48.6 FEET NORTH-NORTHEAST
 EY1889'OF CENTER OF MANHOLE COVER, 12.4 FEET EAST-SOUTHEAST OF NORTH END OF
 EY1889'CULVERT UNDER SR 1445, 30.3 FEET SOUTH-SOUTHEAST OF SOUTH END OF
 EY1889'CULVERT UNDER ENTRANCE TO SELF SERVICE GAS, AND 30.7 FEET SOUTHEAST OF
 EY1889'POWER POLE WITH REFERENCE TAG.
 EY1889
 EY1889                          STATION RECOVERY (1980)
 EY1889
 EY1889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1889'5.8 MI NORTH FROM GREENVILLE.
 EY1889'1.6 MILE NORTH ALONG U.S. 13 - N.C. 11 FROM THE INTERSECTION WITH
 EY1889'N.C. 903 NORTH OF GREENVILLE, IN NORTH EDGE OF PAVEMENT OF SR 1445,
 EY1889'16.8 FEET WEST OF THE CENTERLINE OF HIGHWAY, 36.0 FEET NORTH-NORTHWEST
 EY1889'OF CENTERLINE OF INTERSECTION, 48.6 FEET NORTH-NORTHEAST OF CENTER OF
 EY1889'MANHOLE COVER, 12.4 FEET EAST-SOUTHEAST OF NORTH END OF CULVERT UNDER
 EY1889'SR 1445, 30.3 FEET SOUTH-SOUTHEAST OF SOUTH END OF CULVERT UNDER
 EY1889'ENTRANCE TO SELF SERVICE GAS PUMPS AND 30.7 FEET SOUTHEAST OF POWER
 EY1889'POLE WITH REFERENCE TAG.
 EY1889'THE MARK IS 0.5 FT BELOW HIGHWAY.
 EY1889
 EY1889                          STATION RECOVERY (2001)
 EY1889
 EY1889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1889'NOT FOUND PROBABLY LOST. ALL REFERENCES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3941 ***********************************************************************
 EY3941  DESIGNATION -  BLOUNT
 EY3941  PID         -  EY3941
 EY3941  STATE/COUNTY-  NC/BEAUFORT
 EY3941  USGS QUAD   -  BLOUNTS BAY (1993)
 EY3941
 EY3941                         *CURRENT SURVEY CONTROL
 EY3941  ___________________________________________________________________
 EY3941* NAD 83(2001)-  35 26 55.06323(N)    076 55 32.12774(W)     ADJUSTED  
 EY3941* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 EY3941  ___________________________________________________________________
 EY3941  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EY3941  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 EY3941  HORZ ORDER  -  THIRD
 EY3941
 EY3941.The horizontal coordinates were established by classical geodetic methods
 EY3941.and adjusted by the National Geodetic Survey in August 2005.
 EY3941
 EY3941.The orthometric height was scaled from a topographic map.
 EY3941
 EY3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3941
 EY3941.The geoid height was determined by GEOID03.
 EY3941
 EY3941;                    North         East     Units Scale Factor Converg.
 EY3941;SPC NC       -   190,396.811   797,894.247   MT  0.99987847   +1 11 50.2
 EY3941;SPC NC       -   624,660.20  2,617,758.04   sFT  0.99987847   +1 11 50.2
 EY3941;UTM  18      - 3,924,499.681   325,240.199   MT  0.99997638   -1 07 01.5
 EY3941
 EY3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3941!SPC NC       -   1.00000459  x   0.99987847  =   0.99988306
 EY3941!UTM  18      -   1.00000459  x   0.99997638  =   0.99998097
 EY3941
 EY3941:                Primary Azimuth Mark                     Grid Az
 EY3941:SPC NC       -  MAULS POINT LIGHT                        050 31 16.8
 EY3941:UTM  18      -  MAULS POINT LIGHT                        052 50 08.5
 EY3941
 EY3941|---------------------------------------------------------------------|
 EY3941| PID    Reference Object                     Distance      Geod. Az  |
 EY3941|                                                           dddmmss.s |
 EY3941| EY3930 MAULS POINT LIGHT                   APPROX. 0.8 KM 0514307.0 |
 EY3941| EY3945 MAUL POINT 2                          3.709 METERS 06331     |
 EY3941| EY4795 BLOUNT RM 1                          30.190 METERS 18923     |
 EY3941| EY4796 BLOUNT RM 2                          21.160 METERS 24347     |
 EY3941| EY3937 WATER                               APPROX. 3.4 KM 2955001.9 |
 EY3941| EY3920 CHANNEL BUOY 6                      APPROX. 1.3 KM 3152228.0 |
 EY3941|---------------------------------------------------------------------|
 EY3941
 EY3941                          SUPERSEDED SURVEY CONTROL
 EY3941
 EY3941  NAD 83(1986)-  35 26 55.08938(N)    076 55 32.11824(W) AD(       ) 3
 EY3941  NAD 27      -  35 26 54.49700(N)    076 55 33.30600(W) AD(       ) 3
 EY3941
 EY3941.Superseded values are not recommended for survey control.
 EY3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3941.See file dsdata.txt to determine how the superseded data were derived.
 EY3941
 EY3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2524024500(NAD 83)
 EY3941_MARKER: DS = TRIANGULATION STATION DISK
 EY3941_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3941_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3941
 EY3941  HISTORY     - Date     Condition        Report By
 EY3941  HISTORY     - 1933     MONUMENTED       CGS
 EY3941  HISTORY     - 1948     GOOD             CGS
 EY3941
 EY3941                          STATION DESCRIPTION
 EY3941
 EY3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3941'STATION IS LOCATED ON THE S SIDE OF THE PAMLICO RIVER, AT
 EY3941'MAULS POINT, 16 YARDS FROM THE TIP OF THE POINT, 12 METERS
 EY3941'FROM THE WATER LINE, AND AMONGST TREES ON A THICKLY WOODED
 EY3941'POINT.  IT IS VERY CLOSE TO THE 1914 STATION OF MAULS POINT 2,
 EY3941'WHICH WAS RECOVERED AFTER THIS STATION WAS BUILT.
 EY3941'
 EY3941'THE OLD STATION MARK IS A STANDARD DISK IN TERRA-COTTA PIPE.  THE
 EY3941'NEW STATION IS, LIKEWISE, A STANDARD DISK STAMPED BLOUNT
 EY3941'1933, SET IN TOP OF 8-INCH TERRA-COTTA PIPE, AND IS ABOUT 4
 EY3941'METERS ABOVE THE WATER.  THERE IS A TRIANGULAR BLAZE ON NEARBY
 EY3941'30-INCH GUM TREE, AND STATION IS 12 YARDS W OF A LONE 30-INCH
 EY3941'PINE TREE, AND AT N END OF SMALL CYPRESS POND.
 EY3941'
 EY3941'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, IN THE
 EY3941'TOP OF TILE, INSHORE FROM THE STATION,
 EY3941'AND S OF THE STATION.
 EY3941'
 EY3941'REFERENCE MARK NO. 2 IS ON THE UPSTREAM SIDE OF THE POINT,
 EY3941'CLOSE TO A 36-INCH CYPRESS IN LINE WITH AN OLD CHIMNEY.  IT IS
 EY3941'A STANDARD BRONZE DISK SET IN CONCRETE, IN THE TOP OF TILE.
 EY3941'
 EY3941'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 EY3941
 EY3941                          STATION RECOVERY (1948)
 EY3941
 EY3941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3941'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 EY3941'TO R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE
 EY3941'CORRECT.  THE PUBLISHED DESCRIPTION IS INADEQUATE, NEW
 EY3941'DESCRIPTION FOLLOWS--
 EY3941'
 EY3941'STATION IS 4 INCHES ABOVE GROUND, ON THE S SIDE OF THE PAMLICO
 EY3941'RIVER, AT MAULS POINT, JUST INSIDE TREE LINE, IN A SMALL CYPRESS
 EY3941'SWAMP, 17 METERS FROM MEAN HIGH-WATER LINE (MEASURED ON BACK
 EY3941'AZIMUTH TO R.M. 1), AND E OF A PATH.
 EY3941'
 EY3941'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN THE
 EY3941'TOP OF A TILE.  DISK IS STAMPED BLOUNT 1933.
 EY3941'
 EY3941'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE IN THE
 EY3941'TOPS OF TILES.
 EY3941'
 EY3941'R.M. 1 IS 2 INCHES ABOVE GROUND AND INSHORE FROM STATION.  IT IS
 EY3941'STAMPED NO 1 1933.
 EY3941'
 EY3941'R.M. 2 IS 4 INCHES ABOVE GROUND AND SW OF STATION.  IT IS
 EY3941'STAMPED NO 2 1933.
 EY3941'
 EY3941'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 17
 EY3941'AND STATE HIGHWAY 33 AT CHOCOWINITY, GO SE ON STATE HIGHWAY 33
 EY3941'TO COX CROSS ROADS.  TURN NE (LEFT) ON DIRT ROAD AND GO 1.5
 EY3941'MILES TO GERARD CHAPEL, CONTINUE STRAIGHT FOR 1.6 MILES TO
 EY3941'Y-ROAD INTERSECTION, TURN NE FOR 2.6 MILES (PASS BLOUNT CREEK
 EY3941'BRIDGE ROAD) TO FARMYARD.  STATION IS TO NE DOWN PATH FOLLOWING
 EY3941'DRAIN TO RIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3948 ***********************************************************************
 EY3948  DESIGNATION -  BLOUNT
 EY3948  PID         -  EY3948
 EY3948  STATE/COUNTY-  NC/WASHINGTON
 EY3948  USGS QUAD   -  ROPER NORTH (1978)
 EY3948
 EY3948                         *CURRENT SURVEY CONTROL
 EY3948  ___________________________________________________________________
 EY3948* NAD 83(2001)-  35 55 39.16355(N)    076 36 07.51496(W)     ADJUSTED  
 EY3948* NAVD 88     -         3.167  (meters)      10.39   (feet)  ADJUSTED  
 EY3948  ___________________________________________________________________
 EY3948  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 EY3948  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EY3948  DYNAMIC HT  -           3.164 (meters)      10.38  (feet)  COMP
 EY3948  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EY3948
 EY3948  HORZ ORDER  -  SECOND
 EY3948  VERT ORDER  -  SECOND    CLASS II
 EY3948
 EY3948.The horizontal coordinates were established by classical geodetic methods
 EY3948.and adjusted by the National Geodetic Survey in August 2005.
 EY3948
 EY3948.The orthometric height was determined by differential leveling
 EY3948.and adjusted in May 2000.
 EY3948
 EY3948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3948
 EY3948.The geoid height was determined by GEOID03.
 EY3948
 EY3948.The dynamic height is computed by dividing the NAVD 88
 EY3948.geopotential number by the normal gravity value computed on the
 EY3948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3948.degrees latitude (g = 980.6199 gals.).
 EY3948
 EY3948.The modeled gravity was interpolated from observed gravity values.
 EY3948
 EY3948;                    North         East     Units Scale Factor Converg.
 EY3948;SPC NC       -   244,175.045   825,969.863   MT  0.99994203   +1 23 02.4
 EY3948;SPC NC       -   801,097.63  2,709,869.46   sFT  0.99994203   +1 23 02.4
 EY3948;UTM  18      - 3,977,098.054   355,469.781   MT  0.99985740   -0 56 24.7
 EY3948
 EY3948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3948!SPC NC       -   1.00000528  x   0.99994203  =   0.99994731
 EY3948!UTM  18      -   1.00000528  x   0.99985740  =   0.99986268
 EY3948
 EY3948:                Primary Azimuth Mark                     Grid Az
 EY3948:SPC NC       -  EDENTON USMC AIR BASE BCN                018 22 55.3
 EY3948:UTM  18      -  EDENTON USMC AIR BASE BCN                020 42 22.4
 EY3948
 EY3948|---------------------------------------------------------------------|
 EY3948| PID    Reference Object                     Distance      Geod. Az  |
 EY3948|                                                           dddmmss.s |
 EY3948| FX3843 EDENTON USMC AIR BASE BCN           APPROX.10.7 KM 0194557.7 |
 EY3948| EY4797 BLOUNT AZ MK                                       1261043.4 |
 EY3948| EY4798 BLOUNT AZ MK 2                      379.974 METERS 12642     |
 EY3948| EY4799 BLOUNT RM 1                          29.238 METERS 13055     |
 EY3948| EY3970 PLYMOUTH ATLAS PLYWOOD CO STK       APPROX.13.9 KM 2444544.9 |
 EY3948| EY4801 BLOUNT RM 3                          24.510 METERS 31101     |
 EY3948| EY5669 CHESSONS                            199.080 METERS 31540     |
 EY3948| EY4800 BLOUNT RM 2                          48.644 METERS 34853     |
 EY3948|---------------------------------------------------------------------|
 EY3948
 EY3948                          SUPERSEDED SURVEY CONTROL
 EY3948
 EY3948  NAD 83(1986)-  35 55 39.17740(N)    076 36 07.52500(W) AD(       ) 2
 EY3948  NAD 27      -  35 55 38.59600(N)    076 36 08.73700(W) AD(       ) 2
 EY3948  NGVD 29 (12/10/90)    3.4    (m)           11.     (f) VERT ANG    3  
 EY3948
 EY3948.Superseded values are not recommended for survey control.
 EY3948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3948.See file dsdata.txt to determine how the superseded data were derived.
 EY3948
 EY3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5547077098(NAD 83)
 EY3948_MARKER: DH = HORIZONTAL CONTROL DISK
 EY3948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3948_STAMPING: BLOUNT 1954
 EY3948_MARK LOGO: CGS   
 EY3948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY3948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY3948+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1994
 EY3948
 EY3948  HISTORY     - Date     Condition        Report By
 EY3948  HISTORY     - 1954     MONUMENTED       CGS
 EY3948  HISTORY     - 1960     GOOD             CGS
 EY3948  HISTORY     - 1978     GOOD             NGS
 EY3948  HISTORY     - 1978     GOOD             NCGS
 EY3948  HISTORY     - 19860101 GOOD             NCGS
 EY3948  HISTORY     - 19940620 GOOD             NCGS
 EY3948
 EY3948                          STATION DESCRIPTION
 EY3948
 EY3948'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 EY3948'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF EDENTON, 9 MILES
 EY3948'NORTHEAST OF PLYMOUTH, 3/4 MILE WEST-NORTHWEST OF PLEASANT
 EY3948'GROVE ON THE SOUTH SIDE OF A PAVED ROAD.  IT IS 152 FEET EAST
 EY3948'OF THE NORTHEAST CORNER OF AN UNPAINTED HOUSE, 55 FEET SOUTHWEST
 EY3948'OF THE CENTERLINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER
 EY3948'OF AN OLD RAILROAD BED AND 4 FEET WEST OF A WITNESS POST.  THE
 EY3948'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLYMOUTH 1954.
 EY3948'
 EY3948'REFERENCE MARK NO. 1 IS 55 FEET SOUTHWEST OF THE CENTERLINE OF
 EY3948'THE ROAD AND 23 FEET SOUTH OF AN 18 INCH OAK TREE WITH A
 EY3948'TRIANGLE BLAZED ON THE NORTH SIDE OF THE TRUNK.  THE MARK
 EY3948'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLYMOUTH NO 1
 EY3948'1954.
 EY3948'
 EY3948'REFERENCE MARK NO. 2 IS 44 FEET SOUTHEAST OF THE CENTER OF A
 EY3948'DIRT DRIVEWAY, 42 FEET NORTHEAST OF THE CENTER OF THE PAVED
 EY3948'ROAD AND 23 FEET SOUTHEAST OF A POWERLINE POLE.  THE MARK
 EY3948'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PLYMOUTH NO 2
 EY3948'1954.
 EY3948'
 EY3948'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EY3948'PAVED ROAD, 1 FOOT NORTH OF A POWERLINE POLE AND 1 FOOT WEST OF
 EY3948'A WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 EY3948'IS STAMPED PLYMOUTH 1954.
 EY3948'
 EY3948'TO REACH THE STATION FROM THE SOUTH END OF THE CONCRETE BRIDGE
 EY3948'OVER ALBEMARLE SOUND ON STATE HIGHWAY 32, GO SOUTHERLY ON
 EY3948'STATE HIGHWAY 32 FOR 2.15 MILES TO THE JUNCTION OF
 EY3948'U.S. HIGHWAY 64, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 64 FOR
 EY3948'4.9 MILES TO A WHITE CHURCH IN PLEASANT GROVE AND A PAVED SIDE
 EY3948'ROAD TO THE RIGHT, TURN RIGHT ONTO THE PAVED ROAD AND GO
 EY3948'TOWARD MACKEYS FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT,
 EY3948'CONTINUE FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 EY3948'DESCRIBED.
 EY3948'
 EY3948'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EY3948
 EY3948                          STATION RECOVERY (1960)
 EY3948
 EY3948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 EY3948'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 EY3948'GOOD CONDITION.  A NEW WITNESS SIGN WAS ADDED AND IS 3 FEET
 EY3948'EAST OF THE STATION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE
 EY3948'FOR RECOVERY.
 EY3948
 EY3948                          STATION RECOVERY (1978)
 EY3948
 EY3948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EY3948'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION,
 EY3948'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE NOT RECOVERED AND ARE
 EY3948'BELIEVED TO BE DESTROYED.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK
 EY3948'WERE ESTABLISHED.  THE DISKS ARE NOT STAMPED PLYMOUTH AS STATED IN
 EY3948'THE 1954 DESCRIPTION.
 EY3948'
 EY3948'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EY3948'
 EY3948'THE STATION IS ABOUT 10 MILES EAST-NORTHEAST OF PLYMOUTH, 10 MILES
 EY3948'SOUTH OF EDENTON, 3/4 MILE NORTHWEST OF PLEASANT GROVE AND ON PROPERTY
 EY3948'OWNED BY MRS W.M. CHESSONS WHO LIVES ABOUT 0.15 MILE NORTHWEST OF THE
 EY3948'STATION ON THE NORTHEAST SIDE OF THE ROAD.
 EY3948'
 EY3948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 EY3948'ROUTE 32 IN PLYMOUTH, 90 EASTERLY ON U.S. HIGHWAY 64 AND STATE ROUTE
 EY3948'32 FOR 7.2 MILES TO A FORK KEEP THE LEFT FORK AND CONTINUE ON
 EY3948'U.S. HIGHWAY 64 FOR 4.6 MILES TO SECONDARY ROAD 1300 ON THE LEFT,
 EY3948'JUST AFTER PASSING THE PLEASANT GROVE METHODIST CHURCH ON THE
 EY3948'LEFT.  TURN LEFT AND GO NORTHWEST ON SECONDARY ROAD 1300 FOR 0.5
 EY3948'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.2 MILE TO THE
 EY3948'STATION ON THE LEFT.
 EY3948'
 EY3948'AZIMUTH MARK ON THE LEFT AND A SMALL FRAME HOUSE ON THE RIGHT, JUST
 EY3948'BEFORE REACHING A MOBILE HOME ON THE LEFT.  CONTINUE NORTHWEST FOR
 EY3948'0.2 MILE TO THE STATION ON THE LEFT IN A WOODED AREA.
 EY3948'
 EY3948'STATION MARKS ARE STANDARD DISKS STAMPED---BLOUNT 1954---THE SURFACE
 EY3948'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 EY3948'1 INCH.  THEY ARE 55.7 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY
 EY3948'ROAD 1300, 19.8 FEET NORTH OF A 6 INCH PINE TREE WITH A METAL TAG,
 EY3948'19.3 FEET SOUTH OF AN 8 INCH PINE TREE WITH A METAL TAG, 17.3 FEET
 EY3948'EAST-SOUTHEAST OF A 10 INCH PINE TREE WITH A TAEFAL TAG AND 3.2 FEET
 EY3948'NORTHEAST OF A METAL WITNESS POST.
 EY3948'
 EY3948'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BLOUNT NO 1 1954---SET
 EY3948'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 EY3948'IT IS 54.6 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY ROAD 1300,
 EY3948'19.2 FEET SOUTHEAST OF A 10 INCH PINE TREE WITH A METAL TAG, 16 FEET
 EY3948'NORTHWEST OF A 10 INCH PINE TREE WITH A METAL TAG AND 1.8 FEET
 EY3948'NORTH-NORTHEAST OF A 5 INCH PINE TREE WITH A METAL TAG.
 EY3948'
 EY3948'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BLOUNT 1954 NO 3
 EY3948'1978---SET IN THE TOP OF A CONCRETE POST THAT IS 13 INCHES IN
 EY3948'DIAMETER AND PROJECTS 4 INCHES.  IT IS 56.1 FEET SOUTHWEST OF THE
 EY3948'CENTERLINE OF SECONDARY ROAD 1300, 34.6 FEET NORTHEAST OF A 28-INCH
 EY3948'PINE TREE, 6.7 FEET WEST OF AN 8-INCH PINE TREE AND 3 FEET NORTHWEST
 EY3948'OF A METAL WITNESS POST
 EY3948'
 EY3948'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BLOUNT 1954 1978---
 EY3948'SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES IN DIAMETER
 EY3948'AND PROJECTS 3 INCHES.  IT IS 68.8 FEET SOUTHWEST OF THE CENTERLINE
 EY3948'OF SECONDARY ROAD 1300, 138 FEET SOUTH OF THE MOST SOUTHWEST CORNER
 EY3948'OF A FRAM HOUSE, 73.7 FEET SOUTHEAST OF THE EAST MOST DRIVEWAY,
 EY3948'42.6 FEET NORTH OF AN 18-INCH TREE, 23.5 FEET WEST OF A 10-INCH
 EY3948'PINE TREE AND 3.3 FEET EAST OF A METAL WITNESS POST.
 EY3948
 EY3948                          STATION RECOVERY (1978)
 EY3948
 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY3948'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 EY3948'THE STATION AND REFERENCE MARK 1 ARE BOTH STAMPED---BLOUNT---,
 EY3948'NOT---PLYMOUTH---.  REFERENCE MARK 2 AND AN AZIMUTH MARK WERE NOT
 EY3948'FOUND AFTER A THIRTY MINUTE SEARCH FOR EACH.  REFERENCE MARK 3 AND A
 EY3948'NEW AZIMUTH MARK WERE ESTABLISHED BY NGS/NCGS BUT WERE UNABLE TO CHAIN
 EY3948'BETWEEN REFERENCE MARKS DUE TO THE TREES.  A COMPLETE NEW DESCRIPTION
 EY3948'WAS WRITTEN BY H.D. MCKINNEY OF NGS AT THIS TIME -- SEE RECOVERY
 EY3948'THEREOF.
 EY3948
 EY3948                          STATION RECOVERY (1986)
 EY3948
 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY3948'RECOVERED AS DESCRIBED.
 EY3948
 EY3948                          STATION RECOVERY (1994)
 EY3948
 EY3948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EY3948'RECOVERED IN GOOD CONDITION. REFERENCE MARK 3 IS 3 FT (0.9 M)
 EY3948'SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3753 ***********************************************************************
 FX3753  DESIGNATION -  BLOUNT
 FX3753  PID         -  FX3753
 FX3753  STATE/COUNTY-  NC/PERQUIMANS
 FX3753  USGS QUAD   -  HARVEY NECK (1982)
 FX3753
 FX3753                         *CURRENT SURVEY CONTROL
 FX3753  ___________________________________________________________________
 FX3753* NAD 83(2001)-  36 07 15.84486(N)    076 20 49.29547(W)     ADJUSTED  
 FX3753* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FX3753  ___________________________________________________________________
 FX3753  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FX3753  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 FX3753  HORZ ORDER  -  THIRD
 FX3753
 FX3753.The horizontal coordinates were established by classical geodetic methods
 FX3753.and adjusted by the National Geodetic Survey in August 2005.
 FX3753
 FX3753.The orthometric height was scaled from a topographic map.
 FX3753
 FX3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3753
 FX3753.The geoid height was determined by GEOID03.
 FX3753
 FX3753;                    North         East     Units Scale Factor Converg.
 FX3753;SPC NC       -   266,225.251   848,405.553   MT  0.99998759   +1 31 52.4
 FX3753;SPC NC       -   873,440.68  2,783,477.22   sFT  0.99998759   +1 31 52.4
 FX3753;UTM  18      - 3,998,216.900   378,778.099   MT  0.99978106   -0 47 39.0
 FX3753
 FX3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3753!SPC NC       -   1.00000573  x   0.99998759  =   0.99999332
 FX3753!UTM  18      -   1.00000573  x   0.99978106  =   0.99978679
 FX3753
 FX3753:                Primary Azimuth Mark                     Grid Az
 FX3753:SPC NC       -  CANAAN                                   034 35 19.6
 FX3753:UTM  18      -  CANAAN                                   036 54 51.0
 FX3753
 FX3753|---------------------------------------------------------------------|
 FX3753| PID    Reference Object                     Distance      Geod. Az  |
 FX3753|                                                           dddmmss.s |
 FX3753| FX3744 CANAAN                              APPROX. 2.0 KM 0360712.0 |
 FX3753| FX3757 HOUSE NEAR BLOUNT CHIMNEY            37.705 METERS 08137     |
 FX3753| FX3760 PINEY POINT WHARF HOUSE             APPROX. 3.5 KM 0853538.2 |
 FX3753| FX3766 WHARFHOUSE WAR                      APPROX. 5.2 KM 0913055.8 |
 FX3753| FX3754 FLAT                                APPROX. 3.2 KM 1320828.8 |
 FX3753| FX3763 SHED                                APPROX. 2.2 KM 1365935.2 |
 FX3753| FX4581 BLOUNT RM                            60.410 METERS 20223     |
 FX3753| FX3745 COVE                                APPROX. 1.9 KM 3583534.8 |
 FX3753|---------------------------------------------------------------------|
 FX3753
 FX3753                          SUPERSEDED SURVEY CONTROL
 FX3753
 FX3753  NAD 83(1993)-  36 07 15.85857(N)    076 20 49.30696(W) AD(       ) 3
 FX3753  NAD 83(1986)-  36 07 15.85921(N)    076 20 49.31053(W) AD(       ) 3
 FX3753  NAD 27      -  36 07 15.28500(N)    076 20 50.53500(W) AD(       ) 3
 FX3753
 FX3753.Superseded values are not recommended for survey control.
 FX3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3753.See file dsdata.txt to determine how the superseded data were derived.
 FX3753
 FX3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7877898217(NAD 83)
 FX3753_MARKER: DS = TRIANGULATION STATION DISK
 FX3753_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3753_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3753
 FX3753  HISTORY     - Date     Condition        Report By
 FX3753  HISTORY     - 1915     MONUMENTED       CGS
 FX3753  HISTORY     - 1917     GOOD             CGS
 FX3753  HISTORY     - 1962     MARK NOT FOUND   CGS
 FX3753
 FX3753                          STATION DESCRIPTION
 FX3753
 FX3753'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3753'STATION IS LOCATED ON BLOUNT POINT, SOUTH SIDE OF THE PERQUIMANS
 FX3753'RIVER.  STATION IS LOCATED IN THE INTERIOR OF THE POINT, WHICH
 FX3753'MAKES A SHARP ANGLE.  IT IS LOCATED ON CLEAR LAND, GROWN UP IN
 FX3753'GRASS AND USED AS PASTURE.  ABOUT 60 METERS BACK OF THE STATION IS
 FX3753'A GROWTH OF PINE TREES, AND ABOUT 100 FEET EASTERLY IS A SMALL
 FX3753'HOUSE.  THE LAND IS OWNED BY PAT SNALL OF HERTFORD, N.C.
 FX3753'
 FX3753'STATION IS MARKED IN ACCORDANCE WITH NOTE 6A AND C AND REFERENCED
 FX3753'IN ACCORDANCE WITH NOTE 13A AND C.
 FX3753
 FX3753                          STATION RECOVERY (1917)
 FX3753
 FX3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 FX3753'STATION RECOVERED AS DESCRIBED, REFERENCE AND WITNESS MARKS ALSO
 FX3753'RECOVERED.  SIGNAL BLOWN OVER.
 FX3753
 FX3753                          STATION RECOVERY (1962)
 FX3753
 FX3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FX3753'THE STATION AND REFERENCE MARKS ARE LOST DUE TO EROSION.  NO
 FX3753'EVIDENCE OF HOUSE, CLEARING OR DEFINITE EDGE OF TIMBER LINE REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4798 ***********************************************************************
 EY4798  DESIGNATION -  BLOUNT AZ MK 2
 EY4798  PID         -  EY4798
 EY4798  STATE/COUNTY-  NC/WASHINGTON
 EY4798  USGS QUAD   -  ROPER NORTH (1978)
 EY4798
 EY4798                         *CURRENT SURVEY CONTROL
 EY4798  ___________________________________________________________________
 EY4798* NAD 83(2001)-  35 55 31.79463(N)    076 35 55.36319(W)     ADJUSTED  
 EY4798* NAVD 88     -         1.481  (meters)       4.86   (feet)  ADJUSTED  
 EY4798  ___________________________________________________________________
 EY4798  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EY4798  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EY4798  DYNAMIC HT  -           1.480 (meters)       4.86  (feet)  COMP
 EY4798  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EY4798
 EY4798  HORZ ORDER  -  SECOND
 EY4798  VERT ORDER  -  SECOND    CLASS II
 EY4798
 EY4798.The horizontal coordinates were established by classical geodetic methods
 EY4798.and adjusted by the National Geodetic Survey in August 2005.
 EY4798
 EY4798.The orthometric height was determined by differential leveling
 EY4798.and adjusted in May 2000.
 EY4798
 EY4798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4798
 EY4798.The geoid height was determined by GEOID03.
 EY4798
 EY4798.The dynamic height is computed by dividing the NAVD 88
 EY4798.geopotential number by the normal gravity value computed on the
 EY4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4798.degrees latitude (g = 980.6199 gals.).
 EY4798
 EY4798.The modeled gravity was interpolated from observed gravity values.
 EY4798
 EY4798;                    North         East     Units Scale Factor Converg.
 EY4798;SPC NC       -   243,955.365   826,279.874   MT  0.99994161   +1 23 09.4
 EY4798;SPC NC       -   800,376.89  2,710,886.55   sFT  0.99994161   +1 23 09.4
 EY4798;UTM  18      - 3,976,866.003   355,770.604   MT  0.99985633   -0 56 17.4
 EY4798
 EY4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4798!SPC NC       -   1.00000555  x   0.99994161  =   0.99994716
 EY4798!UTM  18      -   1.00000555  x   0.99985633  =   0.99986187
 EY4798
 EY4798                          SUPERSEDED SURVEY CONTROL
 EY4798
 EY4798  NAD 83(1986)-  35 55 31.80845(N)    076 35 55.37342(W) AD(       ) 2
 EY4798  NGVD 29 (12/10/90)    1.8    (m)            6.     (f) VERT ANG    3  
 EY4798
 EY4798.Superseded values are not recommended for survey control.
 EY4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4798.See file dsdata.txt to determine how the superseded data were derived.
 EY4798
 EY4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5577176866(NAD 83)
 EY4798_MARKER: DZ = AZIMUTH MARK DISK
 EY4798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4798_STAMPING: BLOUNT 1954 1978
 EY4798_MARK LOGO: NGS   
 EY4798_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4798+STABILITY: SURFACE MOTION
 EY4798
 EY4798  HISTORY     - Date     Condition        Report By
 EY4798  HISTORY     - 1978     MONUMENTED       NGS
 EY4798  HISTORY     - 19780101 GOOD             NCGS
 EY4798
 EY4798                          STATION DESCRIPTION
 EY4798
 EY4798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EY4798'THE STATION IS LOCATED 1.0 MILE EAST OF MACKEYS AND APPROXIMATELY
 EY4798'3.5 MILES NORTH OF ROPER.
 EY4798'
 EY4798'TO REACH THE STATION FROM THE INTERSECTION OF US 64-NC 32, WITH
 EY4798'SR 1300 AT THE PLEASANT GROVE UNITED METHODIST CHURCH, PROCEED
 EY4798'WESTERLY ALONG SR 1300 FOR 0.45 MILE TO STATION ON THE LEFT, IN A
 EY4798'DRAIN FIELD, 3 FEET LOWER THAN THE ROAD SURFACE ACROSS THE ROAD FROM A
 EY4798'FRAME HOUSE.
 EY4798'
 EY4798'STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BLOUNT 1954
 EY4798'1978---,SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT PROJECTING
 EY4798'3 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS 68.8 FEET
 EY4798'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1300, 73.7 FEET SOUTHEAST OF
 EY4798'EAST DIRT DRIVEWAY TO A MOBILE HOME, 138.0 FEET SOUTH OF THE SOUTHWEST
 EY4798'CORNER OF A FRAME HOUSE, 3.3 FEET EAST OF WITNESS SIGN, 23.5 FEET WEST
 EY4798'OF A 10 INCH MAPLE WITH REFERENCE TAG AND 42.6 FEET NORTH OF AN
 EY4798'18 INCH SWEET GUM WITH REFERENCE TAG.
 EY4798
 EY4798                          STATION RECOVERY (1978)
 EY4798
 EY4798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HAS)
 EY4798'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4799 ***********************************************************************
 EY4799  DESIGNATION -  BLOUNT RM 1
 EY4799  PID         -  EY4799
 EY4799  STATE/COUNTY-  NC/WASHINGTON
 EY4799  USGS QUAD   -  ROPER NORTH (1978)
 EY4799
 EY4799                         *CURRENT SURVEY CONTROL
 EY4799  ___________________________________________________________________
 EY4799* NAD 83(1986)-  35 55 39.     (N)    076 36 08.     (W)     SCALED    
 EY4799* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 EY4799  ___________________________________________________________________
 EY4799  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EY4799  DYNAMIC HT  -           2.847 (meters)       9.34  (feet)  COMP
 EY4799  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EY4799
 EY4799  VERT ORDER  -  SECOND    CLASS II
 EY4799
 EY4799.The horizontal coordinates were scaled from a topographic map and have
 EY4799.an estimated accuracy of +/- 6 seconds.
 EY4799
 EY4799.The orthometric height was determined by differential leveling
 EY4799.and adjusted in May 2000.
 EY4799
 EY4799.The geoid height was determined by GEOID03.
 EY4799
 EY4799.The dynamic height is computed by dividing the NAVD 88
 EY4799.geopotential number by the normal gravity value computed on the
 EY4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4799.degrees latitude (g = 980.6199 gals.).
 EY4799
 EY4799.The modeled gravity was interpolated from observed gravity values.
 EY4799
 EY4799;                    North         East    Units  Estimated Accuracy
 EY4799;SPC NC       -   244,170.      825,960.      MT  (+/- 180 meters Scaled)
 EY4799
 EY4799                          SUPERSEDED SURVEY CONTROL
 EY4799
 EY4799.No superseded survey control is available for this station.
 EY4799
 EY4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE554770(NAD 83)
 EY4799_MARKER: DR = REFERENCE MARK DISK
 EY4799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4799_STAMPING: BLOUNT NO 1 1954
 EY4799_MARK LOGO: CGS   
 EY4799_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4799+STABILITY: SURFACE MOTION
 EY4799
 EY4799  HISTORY     - Date     Condition        Report By
 EY4799  HISTORY     - 1954     MONUMENTED       CGS
 EY4799  HISTORY     - 19860101 GOOD             NCGS
 EY4799
 EY4799                          STATION DESCRIPTION
 EY4799
 EY4799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4799'STATION IS LOCATED 5.6 KM (3.45 MI) NORTH OF ROPER AND 19.8 KM (12.30
 EY4799'MI) NORTHWEST OF CRESWELL. ALONG NC 308 FOR 1.1 KM (0.70 MI) NORTHWEST
 EY4799'FROM THE US 64 INTERSECTION IN PLEASANT GROVE COMMUNITY. MARK IS
 EY4799'3-FEET HIGHER THAN HIGHWAY AND PROJECTS 3 INCHES ABOVE GROUND. LOCATED
 EY4799'16.64 M (54.59 FT) SOUTHWEST OF THE CENTERLINE OF NC 308--AND 0.55 M
 EY4799'(1.80 FT) NORTH-NORTHEAST OF A 5-INCH PINE, 5.85 M (19.19 FT)
 EY4799'SOUTHEAST OF A 10-INCH PINE, 5.18 M (16.99 FT) NORTHWEST OF A 10-INCH
 EY4799'PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4801 ***********************************************************************
 EY4801  DESIGNATION -  BLOUNT RM 3
 EY4801  PID         -  EY4801
 EY4801  STATE/COUNTY-  NC/WASHINGTON
 EY4801  USGS QUAD   -  ROPER NORTH (1978)
 EY4801
 EY4801                         *CURRENT SURVEY CONTROL
 EY4801  ___________________________________________________________________
 EY4801* NAD 83(1986)-  35 55 39.     (N)    076 36 08.     (W)     SCALED    
 EY4801* NAVD 88     -         3.155  (meters)      10.35   (feet)  ADJUSTED  
 EY4801  ___________________________________________________________________
 EY4801  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EY4801  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 EY4801  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EY4801
 EY4801  VERT ORDER  -  SECOND    CLASS II
 EY4801
 EY4801.The horizontal coordinates were scaled from a topographic map and have
 EY4801.an estimated accuracy of +/- 6 seconds.
 EY4801
 EY4801.The orthometric height was determined by differential leveling
 EY4801.and adjusted in May 2000.
 EY4801
 EY4801.The geoid height was determined by GEOID03.
 EY4801
 EY4801.The dynamic height is computed by dividing the NAVD 88
 EY4801.geopotential number by the normal gravity value computed on the
 EY4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4801.degrees latitude (g = 980.6199 gals.).
 EY4801
 EY4801.The modeled gravity was interpolated from observed gravity values.
 EY4801
 EY4801;                    North         East    Units  Estimated Accuracy
 EY4801;SPC NC       -   244,170.      825,960.      MT  (+/- 180 meters Scaled)
 EY4801
 EY4801                          SUPERSEDED SURVEY CONTROL
 EY4801
 EY4801.No superseded survey control is available for this station.
 EY4801
 EY4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE554770(NAD 83)
 EY4801_MARKER: DR = REFERENCE MARK DISK
 EY4801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4801_STAMPING: BLOUNT 1954 NO 3 1978
 EY4801_MARK LOGO: CGS   
 EY4801_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4801+STABILITY: SURFACE MOTION
 EY4801
 EY4801  HISTORY     - Date     Condition        Report By
 EY4801  HISTORY     - 1978     MONUMENTED       NGS
 EY4801  HISTORY     - 19860101 GOOD             NCGS
 EY4801
 EY4801                          STATION DESCRIPTION
 EY4801
 EY4801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4801'STATION IS LOCATED 5.6 KM (3.45 MI) NORTH OF ROPER AND 19.8 KM (12.30
 EY4801'MI) NORTHWEST OF CRESWELL. ALONG NC 308 FOR 1.1 KM (0.70 MI) NORTHWEST
 EY4801'FROM US 64 INTERSECTION IN PLEASANT GROVE COMMUNITY. MARK IS 3-FEET
 EY4801'HIGHER THAN HIGHWAY AND PROJECTS 4 INCHES ABOVE GROUND. LOCATED 17.10
 EY4801'M (56.10 FT) SOUTHWEST OF THE CENTERLINE OF NC 308--AND 10.55 M (34.61
 EY4801'FT) NORTHEAST OF A 28-INCH PINE, 2.04 M (6.69 FT) WEST OF AN 8-INCH
 EY4801'PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0904 ***********************************************************************
 FZ0904  DESIGNATION -  BLOWING ROCK
 FZ0904  PID         -  FZ0904
 FZ0904  STATE/COUNTY-  NC/CALDWELL
 FZ0904  USGS QUAD   -  GLOBE (1994)
 FZ0904
 FZ0904                         *CURRENT SURVEY CONTROL
 FZ0904  ___________________________________________________________________
 FZ0904* NAD 83(2001)-  36 07 13.66249(N)    081 40 06.59528(W)     ADJUSTED  
 FZ0904* NAVD 88     -      1114.162  (meters)    3655.38   (feet)  ADJUSTED  
 FZ0904  ___________________________________________________________________
 FZ0904  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FZ0904  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FZ0904  DYNAMIC HT  -        1112.991 (meters)    3651.54  (feet)  COMP
 FZ0904  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 FZ0904
 FZ0904  HORZ ORDER  -  SECOND
 FZ0904  VERT ORDER  -  FIRST     CLASS II
 FZ0904
 FZ0904.The horizontal coordinates were established by classical geodetic methods
 FZ0904.and adjusted by the National Geodetic Survey in August 2005.
 FZ0904
 FZ0904.The orthometric height was determined by differential leveling
 FZ0904.and adjusted in June 1991.
 FZ0904
 FZ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0904
 FZ0904.The geoid height was determined by GEOID03.
 FZ0904
 FZ0904.The dynamic height is computed by dividing the NAVD 88
 FZ0904.geopotential number by the normal gravity value computed on the
 FZ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0904.degrees latitude (g = 980.6199 gals.).
 FZ0904
 FZ0904.The modeled gravity was interpolated from observed gravity values.
 FZ0904
 FZ0904;                    North         East     Units Scale Factor Converg.
 FZ0904;SPC NC       -   266,195.466   369,397.931   MT  0.99998743   -1 32 24.6
 FZ0904;SPC NC       -   873,342.96  1,211,933.05   sFT  0.99998743   -1 32 24.6
 FZ0904;UTM  17      - 3,997,516.449   439,841.145   MT  0.99964459   -0 23 38.7
 FZ0904
 FZ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0904!SPC NC       -   0.99983012  x   0.99998743  =   0.99981755
 FZ0904!UTM  17      -   0.99983012  x   0.99964459  =   0.99947477
 FZ0904
 FZ0904|---------------------------------------------------------------------|
 FZ0904| PID    Reference Object                     Distance      Geod. Az  |
 FZ0904|                                                           dddmmss.s |
 FZ0904| FZ2235 BLOWING ROCK RM 2                    17.170 METERS 06705     |
 FZ0904| FZ2233 BLOWING ROCK AZ MK                                 1365921.7 |
 FZ0904| FZ2234 BLOWING ROCK RM 1                     8.714 METERS 22735     |
 FZ0904|---------------------------------------------------------------------|
 FZ0904
 FZ0904                          SUPERSEDED SURVEY CONTROL
 FZ0904
 FZ0904  NAD 83(1995)-  36 07 13.66310(N)    081 40 06.59904(W) AD(       ) 2
 FZ0904  NAD 83(1993)-  36 07 13.66857(N)    081 40 06.59920(W) AD(       ) 2
 FZ0904  NAD 83(1986)-  36 07 13.67234(N)    081 40 06.60451(W) AD(       ) 2
 FZ0904  NAD 27      -  36 07 13.20800(N)    081 40 07.22200(W) AD(       ) 2
 FZ0904  NGVD 29 (??/??/92) 1114.264  (m)         3655.71   (f) ADJ UNCH    1 2
 FZ0904
 FZ0904.Superseded values are not recommended for survey control.
 FZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0904.See file dsdata.txt to determine how the superseded data were derived.
 FZ0904
 FZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3984197516(NAD 83)
 FZ0904_MARKER: DS = TRIANGULATION STATION DISK
 FZ0904_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0904_SP_SET: ROCK
 FZ0904_STAMPING: 3655.872 BLOWING ROCK 1933
 FZ0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0904+STABILITY: POSITION/ELEVATION WELL
 FZ0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0904+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 FZ0904
 FZ0904  HISTORY     - Date     Condition        Report By
 FZ0904  HISTORY     - 1933     MONUMENTED       CGS
 FZ0904  HISTORY     - 1933     GOOD             CGS
 FZ0904  HISTORY     - 20050918 GOOD             USPSQD
 FZ0904
 FZ0904                          STATION DESCRIPTION
 FZ0904
 FZ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ0904'STATION IS 1.35 MILES SOUTHEAST OF JUNCTION OF ROUTES 321 AND 24 IN
 FZ0904'TOWN OF BLOWING
 FZ0904'ROCK, ON RIGHT-OF-WAY OF UNITED STATES ROUTE 321,
 FZ0904'0.55 MILE NORTHWEST OF DIRT ROAD
 FZ0904'LEADING TO ROCK ITSELF, 65 YARDS
 FZ0904'WEST ALONG HIGHWAY FROM TWO STONE GATE PORTALS ON
 FZ0904'NORTH SIDE OF ROAD,
 FZ0904'ON OUTSIDE OF CURVE IN HIGHWAY CONCAVE TO SOUTH, AND 17 FEET SOUTH
 FZ0904'OF CENTER LINE OF
 FZ0904'HIGHWAY.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FZ0904'DISK STATION MARKS IN CONCRETE,
 FZ0904'REFERENCE MARK NO.
 FZ0904'1 IS STANDARD REFERENCE DISK IN BOULDER,
 FZ0904'35 FEET SOUTH OF
 FZ0904'CENTER LINE OF HIGHWAY, AND 8.714 METERS (28.59 FEET) FROM STATION
 FZ0904'S 47 DEG 35 MIN W.
 FZ0904'N.REFERENCE MARK NO. 2 IS STANDARD REFERENCE
 FZ0904'DISK IN CONCRETE,  15 FEET
 FZ0904'SOUTH OF CENTER LINE OF HIGHWAY,
 FZ0904'AND 17.170 METERS (56.33 FEET) FROM STATION
 FZ0904'S 67 DEG 05 MIN W
 FZ0904'AZIMUTH MARK IS STANDARD REFERENCE DISK, IN TOP OF
 FZ0904'BLOWING ROCK, AND
 FZ0904'ABOUT ONE-HALF MILE FROM STATION  S 43 DEG 01 MIN E.
 FZ0904
 FZ0904                          STATION RECOVERY (1933)
 FZ0904
 FZ0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FZ0904'2 MI SE FROM BLOWING ROCK.
 FZ0904'IN CALDWALL COUNTY, 2 MILES SOUTHEAST ALONG U.S. HIGHWAY 321 FROM
 FZ0904'BLOWING ROCK, WATAUGA COUNTY, 0.2 MILE SOUTH OF GREEN PARK INN,
 FZ0904'AT THE END OF THE DIRT ROAD AT BLOWING ROCK LEDGE, AND ON THE
 FZ0904'ROCK.  A STANDARD DISK, STAMPED 3655.872 BLOWING ROCK 1933.
 FZ0904
 FZ0904                          STATION RECOVERY (2005)
 FZ0904
 FZ0904'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMC)
 FZ0904'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4636 ***********************************************************************
 DG4636  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4636  DESIGNATION -  BLRR
 DG4636  PID         -  DG4636
 DG4636  STATE/COUNTY-  NC/TRANSYLVANIA
 DG4636  USGS QUAD   -  BREVARD (1991)
 DG4636
 DG4636                         *CURRENT SURVEY CONTROL
 DG4636  ___________________________________________________________________
 DG4636* NAD 83(2007)-  35 09 19.80986(N)    082 37 38.69840(W)     ADJUSTED  
 DG4636* NAVD 88     -       815.09   (meters)    2674.2    (feet)  GPS OBS   
 DG4636  ___________________________________________________________________
 DG4636  EPOCH DATE  -        2002.00
 DG4636  X           -     669,984.028 (meters)                     COMP
 DG4636  Y           -  -5,177,988.976 (meters)                     COMP
 DG4636  Z           -   3,652,437.066 (meters)                     COMP
 DG4636  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 DG4636  ELLIP HEIGHT-         784.595 (meters)          (02/10/07) ADJUSTED
 DG4636  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DG4636
 DG4636  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4636  Type    PID    Designation                      North   East  Ellip
 DG4636  -------------------------------------------------------------------
 DG4636  NETWORK DG4636 BLRR                              0.65   0.59   1.06
 DG4636  -------------------------------------------------------------------
 DG4636
 DG4636.The horizontal coordinates were established by GPS observations
 DG4636.and adjusted by the National Geodetic Survey in February 2007.
 DG4636
 DG4636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4636.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4636.The horizontal coordinates are valid at the epoch date displayed above.
 DG4636.The epoch date for horizontal control is a decimal equivalence
 DG4636.of Year/Month/Day.
 DG4636
 DG4636.The orthometric height was determined by GPS observations and a
 DG4636.high-resolution geoid model.
 DG4636.The orthometric height was determined by GPS observations and a
 DG4636.high-resolution geoid model using precise GPS observation and
 DG4636.processing techniques.
 DG4636
 DG4636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4636
 DG4636.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4636
 DG4636.The ellipsoidal height was determined by GPS observations
 DG4636.and is referenced to NAD 83.
 DG4636
 DG4636.The geoid height was determined by GEOID03.
 DG4636
 DG4636;                    North         East     Units Scale Factor Converg.
 DG4636;SPC NC       -   161,949.480   279,203.899   MT  0.99987400   -2 05 37.1
 DG4636;SPC NC       -   531,329.25    916,021.46   sFT  0.99987400   -2 05 37.1
 DG4636;UTM  17      - 3,891,500.276   351,770.297   MT  0.99987079   -0 56 14.0
 DG4636
 DG4636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4636!SPC NC       -   0.99987686  x   0.99987400  =   0.99975088
 DG4636!UTM  17      -   0.99987686  x   0.99987079  =   0.99974767
 DG4636
 DG4636                          SUPERSEDED SURVEY CONTROL
 DG4636
 DG4636  NAD 83(1986)-  35 09 19.81565(N)    082 37 38.69616(W) AD(       ) 1
 DG4636  NAD 83(2001)-  35 09 19.80965(N)    082 37 38.69848(W) AD(       ) 1
 DG4636  ELLIP H (03/08/04)  784.596  (m)                       GP(       ) 4 1
 DG4636
 DG4636.Superseded values are not recommended for survey control.
 DG4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4636.See file dsdata.txt to determine how the superseded data were derived.
 DG4636
 DG4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5177091500(NAD 83)
 DG4636_MARKER: DD = SURVEY DISK
 DG4636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4636_STAMPING: BLRR 2003
 DG4636_MARK LOGO: NGS   
 DG4636_PROJECTION: RECESSED 5 CENTIMETERS
 DG4636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4636+STABILITY: SURFACE MOTION
 DG4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4636+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 DG4636
 DG4636  HISTORY     - Date     Condition        Report By
 DG4636  HISTORY     - 20030722 MONUMENTED       MCKIM
 DG4636
 DG4636                          STATION DESCRIPTION
 DG4636
 DG4636'DESCRIBED BY MCKIM AND CREED 2003 (JLS)
 DG4636'THE STATION IS ABOUT 12.9 KM (8.0 MILES) SOUTHEAST OF BREVARD (AIR
 DG4636'LINE), ABOUT 9.2 KM SOUTH
 DG4636'OF LITTLE RIVER, AND ABOUT 1.9 KM (1.2 MILES) NORTHEAST OF CEDAR
 DG4636'MOUNTAIN.
 DG4636'
 DG4636'TO REACH THE STATION FROM THE INTERSECTION OF SR 1106 (GREEN RIVER
 DG4636'ROAD) AND SR 1104
 DG4636'(BOBS CREEK ROAD), GO SOUTHWESTERLY ON SR 1106 (GREEN RIVER ROAD) FOR
 DG4636'9.82 KM (6.1 MILES)
 DG4636'TO HENDERSON TRANSYLVANIA COUNTY LINE. AT COUNTY LINE SR 1106 CHANGES
 DG4636'TO SR 1560
 DG4636'(REASONOVER ROAD). CONTINUE SOUTHWESTERLY ON SR 1560 (REASONOVER ROAD)
 DG4636'FOR 3.86 KM
 DG4636'(2.4 MILES) TO STATION ON RIGHT.
 DG4636'
 DG4636'STATION IS 45.48 METERS (149.2 FEET) NORTHEAST (70 DEGREES MAGNETIC)
 DG4636'OF A UTILITY POLE WITH
 DG4636'A NORTH CAROLINA GEODETIC SURVEY TAG, 14.26 METERS (46.8 FEET)
 DG4636'NORTHWEST (315 DEGREES
 DG4636'MAGNETIC) OF WOODEN FENCE POST WITH A NORTH CAROLINA GEODETIC SURVEY
 DG4636'TAG, 9.66
 DG4636'METERS (31.7 FEET) NORTHWEST (350 DEGREES MAGNETIC) OF A WOODEN FENCE
 DG4636'POST WITH A
 DG4636'NORTH CAROLINA GEODETIC SURVEY TAG, AND 1.68 METERS (5.5 FEET) NORTH
 DG4636'(0 DEGREES
 DG4636'MAGNETIC) OF THE NORTH EDGE OF PAVEMENT OF SR 1560 (REASONOVER ROAD).
 DG4636'MARK IS A
 DG4636'NATIONAL GEODETIC SURVEY DISK SET IN CONCRETE. MARK IS RECESSED 5
 DG4636'CENTIMETERS (2 INCHES).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1580 ***********************************************************************
 EB1580  DESIGNATION -  BLUE
 EB1580  PID         -  EB1580
 EB1580  STATE/COUNTY-  NC/RICHMOND
 EB1580  USGS QUAD   -  HAMLET (1982)
 EB1580
 EB1580                         *CURRENT SURVEY CONTROL
 EB1580  ___________________________________________________________________
 EB1580* NAD 83(2007)-  34 52 34.37303(N)    079 39 44.91517(W)     ADJUSTED  
 EB1580* NAVD 88     -       130.475  (meters)     428.07   (feet)  ADJUSTED  
 EB1580  ___________________________________________________________________
 EB1580  EPOCH DATE  -        2002.00
 EB1580  X           -     940,007.777 (meters)                     COMP
 EB1580  Y           -  -5,153,341.784 (meters)                     COMP
 EB1580  Z           -   3,626,665.761 (meters)                     COMP
 EB1580  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 EB1580  ELLIP HEIGHT-          98.801 (meters)          (02/10/07) ADJUSTED
 EB1580  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 EB1580  DYNAMIC HT  -         130.353 (meters)     427.67  (feet)  COMP
 EB1580
 EB1580  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB1580  Type    PID    Designation                      North   East  Ellip
 EB1580  -------------------------------------------------------------------
 EB1580  NETWORK EB1580 BLUE                              0.80   0.65   1.80
 EB1580  -------------------------------------------------------------------
 EB1580  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 EB1580
 EB1580  VERT ORDER  -  SECOND    CLASS I
 EB1580
 EB1580.The horizontal coordinates were established by GPS observations
 EB1580.and adjusted by the National Geodetic Survey in February 2007.
 EB1580
 EB1580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB1580.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB1580.The horizontal coordinates are valid at the epoch date displayed above.
 EB1580.The epoch date for horizontal control is a decimal equivalence
 EB1580.of Year/Month/Day.
 EB1580
 EB1580.The orthometric height was determined by differential leveling
 EB1580.and adjusted in June 1991.
 EB1580
 EB1580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB1580
 EB1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1580
 EB1580.The ellipsoidal height was determined by GPS observations
 EB1580.and is referenced to NAD 83.
 EB1580
 EB1580.The geoid height was determined by GEOID03.
 EB1580
 EB1580.The dynamic height is computed by dividing the NAVD 88
 EB1580.geopotential number by the normal gravity value computed on the
 EB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1580.degrees latitude (g = 980.6199 gals.).
 EB1580
 EB1580.The modeled gravity was interpolated from observed gravity values.
 EB1580
 EB1580;                    North         East     Units Scale Factor Converg.
 EB1580;SPC NC       -   125,133.585   549,040.899   MT  0.99989394   -0 22 56.5
 EB1580;SPC NC       -   410,542.44  1,801,311.68   sFT  0.99989394   -0 22 56.5
 EB1580;UTM  17      - 3,860,131.818   622,238.632   MT  0.99978416   +0 45 53.6
 EB1580
 EB1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1580!SPC NC       -   0.99998449  x   0.99989394  =   0.99987843
 EB1580!UTM  17      -   0.99998449  x   0.99978416  =   0.99976865
 EB1580
 EB1580                          SUPERSEDED SURVEY CONTROL
 EB1580
 EB1580  NAD 83(2001)-  34 52 34.37299(N)    079 39 44.91505(W) AD(       ) 1
 EB1580  ELLIP H (03/13/03)   98.816  (m)                       GP(       ) 4 2
 EB1580  NAD 83(1986)-  34 52 34.38357(N)    079 39 44.91887(W) AD(       ) 1
 EB1580  NAD 83(1986)-  34 52 34.37753(N)    079 39 44.92299(W) AD(       ) 2
 EB1580  NAVD 88 (07/24/98)  130.47   (m)          428.1    (f) LEVELING    3  
 EB1580  NGVD 29 (10/06/93)  130.747  (m)          428.96   (f) ADJUSTED    2 1
 EB1580
 EB1580.Superseded values are not recommended for survey control.
 EB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1580.See file dsdata.txt to determine how the superseded data were derived.
 EB1580
 EB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2223960132(NAD 83)
 EB1580_MARKER: DE = TRAVERSE STATION DISK
 EB1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1580_SP_SET: CONCRETE POST
 EB1580_STAMPING: BLUE 1978
 EB1580_MARK LOGO: NCGS  
 EB1580_PROJECTION: FLUSH
 EB1580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1580+STABILITY: SURFACE MOTION
 EB1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1580+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 EB1580
 EB1580  HISTORY     - Date     Condition        Report By
 EB1580  HISTORY     - 1978     MONUMENTED       NCGS
 EB1580  HISTORY     - 1978     GOOD             NCGS
 EB1580  HISTORY     - 19930727 GOOD             NCGS
 EB1580  HISTORY     - 20080227 GOOD             ESP
 EB1580
 EB1580                          STATION DESCRIPTION
 EB1580
 EB1580'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB1580'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES EAST-SOUTHEAST OF
 EB1580'HAMLET AND 5.3 MILES NORTHWEST OF OLD HUNDRED.
 EB1580'
 EB1580'TO REACH STATION FROM INTERSECTION OF US 74 WITH NC 381 SOUTHEAST OF
 EB1580'HAMLET, PROCEED EAST ALONG US 74 FOR 0.7 MILE TO STATION ON AN 8 FOOT
 EB1580'BANK ON NORTH SIDE OF HIGHWAY AND 0.7 MILE NORTHWEST OF SR 1615
 EB1580'CROSSROADS.
 EB1580'
 EB1580'STATION MARK IS A STANDARD DISK STAMPED---BLUE---SET IN TOP OF A 9
 EB1580'INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE. THE
 EB1580'MARK IS 54.0 FEET NORTH-NORTHEAST OF CENTERLINE OF WEST BOUND LANES,
 EB1580'3.6 FEET SOUTH-SOUTHWEST OF METAL WITNESS POST, 112.6 FEET
 EB1580'EAST-SOUTHEAST OF POWER POLE AND 93.1 FEET WEST-NORTHWEST OF A 6 INCH
 EB1580'PINE ALL REFERENCE TAGS.
 EB1580
 EB1580                          STATION RECOVERY (1978)
 EB1580
 EB1580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1580'2.5 MI ESE FROM HAMLET.
 EB1580'0.7 MILE SOUTHEAST ALONG U.S. 74 FROM JUNCTION WITH N.C. 381
 EB1580'SOUTHEAST OF HAMLET, ATOP 8 FOOT BANK ON NORTH SIDE OF HIGHWAY
 EB1580'AND 0.7 MILE WEST OF SR 1615 CROSSROAD, 54.0 FEET NORTH-NORTHEAST
 EB1580'OF CENTERLINE OF WESTBOUND LANE, 3.6 FEET SOUTH OF METAL WITNESS
 EB1580'POST WITH REFERENCE TAG, 112.6 FEET EAST-SOUTHEAST OF POWER POLE
 EB1580'WITH REFERENCE TAG AND 93.1 FEET WEST OF 6 INCH PINE WITH REFERENCE
 EB1580'TAG.
 EB1580
 EB1580                          STATION RECOVERY (1993)
 EB1580
 EB1580'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EB1580'RECOVERED AS DESCRIBED.  MARK PROJECTS 3-INCHES ABOVE GROUND. LOCATED
 EB1580'33.5 FT (10.2 M) SOUTH-SOUTHWEST OF A 6-INCH PINE WITH A REFERENCE
 EB1580'TAG.
 EB1580
 EB1580                          STATION RECOVERY (2008)
 EB1580
 EB1580'RECOVERY NOTE BY ENG SURV + PLANNING 2008 (BRM)
 EB1580'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0987 ***********************************************************************
 EA0987  DESIGNATION -  BLUE
 EA0987  PID         -  EA0987
 EA0987  STATE/COUNTY-  NC/PENDER
 EA0987  USGS QUAD   -  STAG PARK (1981)
 EA0987
 EA0987                         *CURRENT SURVEY CONTROL
 EA0987  ___________________________________________________________________
 EA0987* NAD 83(2001)-  34 36 16.34832(N)    077 51 56.61171(W)     ADJUSTED  
 EA0987* NAVD 88     -         7.119  (meters)      23.36   (feet)  ADJUSTED  
 EA0987  ___________________________________________________________________
 EA0987  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EA0987  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EA0987  DYNAMIC HT  -           7.113 (meters)      23.34  (feet)  COMP
 EA0987  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 EA0987
 EA0987  HORZ ORDER  -  SECOND
 EA0987  VERT ORDER  -  SECOND    CLASS II
 EA0987
 EA0987.The horizontal coordinates were established by classical geodetic methods
 EA0987.and adjusted by the National Geodetic Survey in August 2005.
 EA0987
 EA0987.The orthometric height was determined by differential leveling
 EA0987.and adjusted in June 1991.
 EA0987
 EA0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0987
 EA0987.The geoid height was determined by GEOID03.
 EA0987
 EA0987.The dynamic height is computed by dividing the NAVD 88
 EA0987.geopotential number by the normal gravity value computed on the
 EA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0987.degrees latitude (g = 980.6199 gals.).
 EA0987
 EA0987.The modeled gravity was interpolated from observed gravity values.
 EA0987
 EA0987;                    North         East     Units Scale Factor Converg.
 EA0987;SPC NC       -    95,390.154   713,633.831   MT  0.99993593   +0 39 16.8
 EA0987;SPC NC       -   312,959.20  2,341,313.66   sFT  0.99993593   +0 39 16.8
 EA0987;UTM  18      - 3,832,923.752   237,206.739   MT  1.00045130   -1 37 42.3
 EA0987
 EA0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0987!SPC NC       -   1.00000462  x   0.99993593  =   0.99994055
 EA0987!UTM  18      -   1.00000462  x   1.00045130  =   1.00045592
 EA0987
 EA0987:                Primary Azimuth Mark                     Grid Az
 EA0987:SPC NC       -  BLACK                                    085 19 33.1
 EA0987:UTM  18      -  BLACK                                    087 36 32.2
 EA0987
 EA0987|---------------------------------------------------------------------|
 EA0987| PID    Reference Object                     Distance      Geod. Az  |
 EA0987|                                                           dddmmss.s |
 EA0987| EA0988 BLACK                               APPROX. 1.8 KM 0855849.9 |
 EA0987| EA0986 BERRY                               341.744 METERS 25733     |
 EA0987|---------------------------------------------------------------------|
 EA0987
 EA0987                          SUPERSEDED SURVEY CONTROL
 EA0987
 EA0987  NAD 83(1986)-  34 36 16.35606(N)    077 51 56.62674(W) AD(       ) 2
 EA0987  NAD 27      -  34 36 15.75902(N)    077 51 57.67353(W) AD(       ) 2
 EA0987  NGVD 29 (??/??/92)    7.414  (m)           24.32   (f) ADJ UNCH    2 2
 EA0987
 EA0987.Superseded values are not recommended for survey control.
 EA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0987.See file dsdata.txt to determine how the superseded data were derived.
 EA0987
 EA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3720732924(NAD 83)
 EA0987_MARKER: DD = SURVEY DISK
 EA0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0987_STAMPING: BLUE 1974
 EA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0987+STABILITY: SURFACE MOTION
 EA0987
 EA0987  HISTORY     - Date     Condition        Report By
 EA0987  HISTORY     - 1974     MONUMENTED       NCGS
 EA0987  HISTORY     - 1975     GOOD             NCGS
 EA0987
 EA0987                          STATION DESCRIPTION
 EA0987
 EA0987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0987'BLUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0987'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0987'
 EA0987'BLUE IS LOCATED APPROXIMATELY 5.2 MILES NORTHEAST OF BURGAW.  TO
 EA0987'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53
 EA0987'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.65
 EA0987'MILES TO STATION ON LEFT IN NORTH SHOULDER, AND ON A DIRECT LINE
 EA0987'BETWEEN A POWER POLE AND A TELEPHONE PEDESTAL ON OPPOSITE SIDES
 EA0987'OF HIGHWAY, AND 1.0 MILE NORTHEAST OF A BRIDGE OVER CAPE FEAR
 EA0987'RIVER.
 EA0987'
 EA0987'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0987'BLUE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0987'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0987'
 EA0987'MARK IS 15.2 FT N OF C/L OF NC 53
 EA0987'
 EA0987'45.8 FT S OF PP WITH ALUMINUM REF. TAG
 EA0987'
 EA0987'52.4 FT N OF TELEPHONE PEDESTAL SS124
 EA0987
 EA0987                          STATION RECOVERY (1975)
 EA0987
 EA0987'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0987'5.2 MI NE FROM BURGAW.
 EA0987'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0987'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 4.65 MILES
 EA0987'TO STATION ON LEFT IN NORTH SHOULDER AND ON A DIRECT LINE BETWEEN A
 EA0987'POWER POLE AND A TELEPHONE PEDESTAL ON OPPOSITE SIDES OF HIGHWAY, AND
 EA0987'1.0 MILE NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER. 15.2 FT. N OF C/L
 EA0987'OF NC 53, 45.8 FT. S OF PP WITH ALUMINUM REF. TAG, AND 52.4 FT. N OF
 EA0987'TELEPHONE PEDESTAL NO. SS 124.  DISK IS SET IN CONCRETE CYLINDER, 8
 EA0987'INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0558 ***********************************************************************
 EZ0558  DESIGNATION -  BLUE
 EZ0558  PID         -  EZ0558
 EZ0558  STATE/COUNTY-  NC/HARNETT
 EZ0558  USGS QUAD   -  LILLINGTON (1987)
 EZ0558
 EZ0558                         *CURRENT SURVEY CONTROL
 EZ0558  ___________________________________________________________________
 EZ0558* NAD 83(2001)-  35 23 28.48291(N)    078 49 08.75176(W)     ADJUSTED  
 EZ0558* NAVD 88     -        62.173  (meters)     203.98   (feet)  ADJUSTED  
 EZ0558  ___________________________________________________________________
 EZ0558  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 EZ0558  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 EZ0558  DYNAMIC HT  -          62.118 (meters)     203.80  (feet)  COMP
 EZ0558  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 EZ0558
 EZ0558  HORZ ORDER  -  SECOND
 EZ0558  VERT ORDER  -  SECOND    CLASS II
 EZ0558
 EZ0558.The horizontal coordinates were established by classical geodetic methods
 EZ0558.and adjusted by the National Geodetic Survey in August 2005.
 EZ0558
 EZ0558.The orthometric height was determined by differential leveling
 EZ0558.and adjusted in June 1991.
 EZ0558
 EZ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0558
 EZ0558.The geoid height was determined by GEOID03.
 EZ0558
 EZ0558.The dynamic height is computed by dividing the NAVD 88
 EZ0558.geopotential number by the normal gravity value computed on the
 EZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0558.degrees latitude (g = 980.6199 gals.).
 EZ0558
 EZ0558.The modeled gravity was interpolated from observed gravity values.
 EZ0558
 EZ0558;                    North         East     Units Scale Factor Converg.
 EZ0558;SPC NC       -   182,078.561   626,034.414   MT  0.99987554   +0 06 15.9
 EZ0558;SPC NC       -   597,369.41  2,053,914.57   sFT  0.99987554   +0 06 15.9
 EZ0558;UTM  17      - 3,918,615.977   698,074.915   MT  1.00008352   +1 15 48.6
 EZ0558
 EZ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0558!SPC NC       -   0.99999543  x   0.99987554  =   0.99987097
 EZ0558!UTM  17      -   0.99999543  x   1.00008352  =   1.00007895
 EZ0558
 EZ0558|---------------------------------------------------------------------|
 EZ0558| PID    Reference Object                     Distance      Geod. Az  |
 EZ0558|                                                           dddmmss.s |
 EZ0558| EZ4922 SHERMAN                             339.684 METERS 16332     |
 EZ0558|---------------------------------------------------------------------|
 EZ0558
 EZ0558                          SUPERSEDED SURVEY CONTROL
 EZ0558
 EZ0558  NAD 83(1986)-  35 23 28.48825(N)    078 49 08.75555(W) AD(       ) 2
 EZ0558  NAD 27      -  35 23 27.91487(N)    078 49 09.67376(W) AD(       ) 2
 EZ0558  NGVD 29 (??/??/92)   62.435  (m)          204.84   (f) ADJ UNCH    2 2
 EZ0558
 EZ0558.Superseded values are not recommended for survey control.
 EZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0558.See file dsdata.txt to determine how the superseded data were derived.
 EZ0558
 EZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9807518616(NAD 83)
 EZ0558_MARKER: DE = TRAVERSE STATION DISK
 EZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0558_STAMPING: BLUE 1972
 EZ0558_MARK LOGO: NCGS  
 EZ0558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0558+STABILITY: SURFACE MOTION
 EZ0558
 EZ0558  HISTORY     - Date     Condition        Report By
 EZ0558  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0558  HISTORY     - 1974     GOOD             NCGS
 EZ0558  HISTORY     - 20020610 SEE DESCRIPTION  NCGS
 EZ0558
 EZ0558                          STATION DESCRIPTION
 EZ0558
 EZ0558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0558'BLUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0558'VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ0558'
 EZ0558'BLUE IS LOCATED APPROXIMATELY 0.6 MILE SSW OF LILLINGTON.  THE
 EZ0558'STATION IS IN SOUTH LILLINGTON IN THE SOUTHERNMOST CONCRETE ISLAND OF
 EZ0558'THE INTERSECTION OF US 401 AND NC 210, IN THE NORTH END OF THE
 EZ0558'ISLAND, APPROXIMATELY 35 FEET NORTH OF THE PROJECTED TANGENT OF
 EZ0558'BLUE BELL INC. AND ACROSS FROM JOSEY FARM SUPPLY.
 EZ0558'
 EZ0558'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0558'BLUE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0558'IS FLUSH WITH THE GROUND.
 EZ0558'
 EZ0558'MARK IS--27.8 FEET W OF CENTER OF US 401 SOUTH.
 EZ0558'7.4 FEET SSW OF 4X4 STOP SIGN WITH ALUMINUM REF. TAG.
 EZ0558'121.3 FEET NW OF PP NO. 7 WITH ALUMINUM REF. TAG.
 EZ0558'109.4 FEET SE OF 12 INCH PECAN TREE WITH ALUMINUM REF. TAG.
 EZ0558'52.4 FEET E OF PROJECTED C/L OF NC 210 SOUTH.
 EZ0558'15.0 FEET S OF N END OF ISLAND.
 EZ0558
 EZ0558                          STATION RECOVERY (1974)
 EZ0558
 EZ0558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0558'0.6 MI SSW FROM LILLINGTON.
 EZ0558'THE STATION IS IN SOUTH LILLINGTON IN THE SOUTHERNMOST CONCRETE
 EZ0558'ISLAND OF THE INTERSECTION OF U.S. 401 AND NC 210, IN THE NORTH
 EZ0558'END OF THE ISLAND, APPROXIMATELY 35 FEET NORTH OF THE PROJECTED
 EZ0558'TANGENT OF BLUE BELL INC. AND ACROSS FROM JOSEY FARM SUPPLY,
 EZ0558'27.8 FT WEST OF CENTER OF U.S. 401 SOUTH, 7.4 FT SSW OF 4 X 4
 EZ0558'STOP SIGN WITH ALUMINUM REF. TAG, 121.3 FT NW OF PP 7 WITH
 EZ0558'ALUMINUM REF. TAG, 109.4 FT SE OF 12 INCH PECAN TREE WITH
 EZ0558'ALUMINUM REF. TAG, 52.4 FT EAST OF PROLONGATED C/L OF NC 210
 EZ0558'SOUTH, AND 15.0 FT SOUTH OF NORTH END OF ISLAND.  DISK IS SET IN
 EZ0558'TOP OF CONCRETE CYLINDER, FLUSH WITH THE CONCRETE ISLAND.
 EZ0558
 EZ0558                          STATION RECOVERY (2002)
 EZ0558
 EZ0558'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ0558'STATION WAS NOT FOUND. IT IS BELIEVED LOST TO TRAFFIC IMPROVEMENTS.
 EZ0558'NEW LANES AND A NEW TRAFFIC ISLAND HAVE BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1993 ***********************************************************************
 FZ1993  CBN         -  This is a Cooperative Base Network Control Station.
 FZ1993  DESIGNATION -  BLUE
 FZ1993  PID         -  FZ1993
 FZ1993  STATE/COUNTY-  NC/WILKES
 FZ1993  USGS QUAD   -  GLENDALE SPRINGS (1967)
 FZ1993
 FZ1993                         *CURRENT SURVEY CONTROL
 FZ1993  ___________________________________________________________________
 FZ1993* NAD 83(2007)-  36 16 33.96202(N)    081 22 43.68459(W)     ADJUSTED  
 FZ1993* NAVD 88     -      1057.73   (meters)    3470.2    (feet)  LEVELING  
 FZ1993  ___________________________________________________________________
 FZ1993  EPOCH DATE  -        2002.00
 FZ1993  X           -     771,804.843 (meters)                     COMP
 FZ1993  Y           -  -5,090,582.399 (meters)                     COMP
 FZ1993  Z           -   3,753,540.545 (meters)                     COMP
 FZ1993  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 FZ1993  ELLIP HEIGHT-        1025.669 (meters)          (02/10/07) ADJUSTED
 FZ1993  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 FZ1993
 FZ1993  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1993  Type    PID    Designation                      North   East  Ellip
 FZ1993  -------------------------------------------------------------------
 FZ1993  NETWORK FZ1993 BLUE                              0.33   0.29   0.86
 FZ1993  -------------------------------------------------------------------
 FZ1993  VERT ORDER  -  THIRD ?
 FZ1993
 FZ1993.The horizontal coordinates were established by GPS observations
 FZ1993.and adjusted by the National Geodetic Survey in February 2007.
 FZ1993
 FZ1993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1993.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1993.The epoch date for horizontal control is a decimal equivalence
 FZ1993.of Year/Month/Day.
 FZ1993
 FZ1993.The orthometric height was determined by differential leveling.
 FZ1993.The vertical network tie was performed by a horz. field party for horz.
 FZ1993.obs reductions. Reset procedures were used to establish the elevation.
 FZ1993
 FZ1993.Photographs are available for this station.
 FZ1993
 FZ1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1993
 FZ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1993
 FZ1993.The ellipsoidal height was determined by GPS observations
 FZ1993.and is referenced to NAD 83.
 FZ1993
 FZ1993.The geoid height was determined by GEOID03.
 FZ1993
 FZ1993;                    North         East     Units Scale Factor Converg.
 FZ1993;SPC NC       -   282,797.825   395,883.378   MT  1.00003238   -1 22 22.7
 FZ1993;SPC NC       -   927,812.53  1,298,827.38   sFT  1.00003238   -1 22 22.7
 FZ1993;UTM  17      - 4,014,639.290   465,978.868   MT  0.99961426   -0 13 26.9
 FZ1993
 FZ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1993!SPC NC       -   0.99983905  x   1.00003238  =   0.99987143
 FZ1993!UTM  17      -   0.99983905  x   0.99961426  =   0.99945337
 FZ1993
 FZ1993:                Primary Azimuth Mark                     Grid Az
 FZ1993:SPC NC       -  RENDEZVOUS                               126 30 57.4
 FZ1993:UTM  17      -  RENDEZVOUS                               125 22 01.6
 FZ1993
 FZ1993|---------------------------------------------------------------------|
 FZ1993| PID    Reference Object                     Distance      Geod. Az  |
 FZ1993|                                                           dddmmss.s |
 FZ1993| FZ1984 RENDEZVOUS                          APPROX. 9.4 KM 1250834.7 |
 FZ1993| FZ2236 BLUE RM 1                            21.367 METERS 17002     |
 FZ1993| FZ1996 LUMP                                168.926 METERS 17014     |
 FZ1993| FZ2237 BLUE RM 2                            16.689 METERS 24922     |
 FZ1993|---------------------------------------------------------------------|
 FZ1993
 FZ1993                          SUPERSEDED SURVEY CONTROL
 FZ1993
 FZ1993  NAD 83(2001)-  36 16 33.96212(N)    081 22 43.68447(W) AD(       ) B
 FZ1993  ELLIP H (01/30/03) 1025.683  (m)                       GP(       ) 4 2
 FZ1993  NAD 83(1995)-  36 16 33.96244(N)    081 22 43.68430(W) AD(       ) B
 FZ1993  ELLIP H (09/11/96) 1025.689  (m)                       GP(       ) 4 1
 FZ1993  NAD 83(1993)-  36 16 33.96795(N)    081 22 43.68920(W) AD(       ) 1
 FZ1993  NAD 83(1986)-  36 16 33.97377(N)    081 22 43.69240(W) AD(       ) 2
 FZ1993  NAD 83(1986)-  36 16 33.97377(N)    081 22 43.69240(W) AD(       ) 1
 FZ1993  NAD 83(1986)-  36 16 33.97893(N)    081 22 43.71800(W) AD(       ) 2
 FZ1993  NAD 27      -  36 16 33.51170(N)    081 22 44.35879(W) AD(       ) 2
 FZ1993  NGVD 29 (07/19/86) 1057.84   (m)         3470.6    (f) LEVELING    3  
 FZ1993
 FZ1993.Superseded values are not recommended for survey control.
 FZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1993.See file dsdata.txt to determine how the superseded data were derived.
 FZ1993
 FZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6597914639(NAD 83)
 FZ1993_MARKER: DD = SURVEY DISK
 FZ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1993_SP_SET: SQUARE CONCRETE MONUMENT
 FZ1993_STAMPING: BLUE 1949
 FZ1993_MARK LOGO: CGS   
 FZ1993_PROJECTION: FLUSH
 FZ1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1993+STABILITY: SURFACE MOTION
 FZ1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1993+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 FZ1993
 FZ1993  HISTORY     - Date     Condition        Report By
 FZ1993  HISTORY     - 1949     MONUMENTED       CGS
 FZ1993  HISTORY     - 1949     GOOD             CGS
 FZ1993  HISTORY     - 1971     GOOD             NGS
 FZ1993  HISTORY     - 1981     GOOD             NCGS
 FZ1993  HISTORY     - 19880918 GOOD             NCGS
 FZ1993  HISTORY     - 19920709 GOOD             NCGS
 FZ1993  HISTORY     - 19950131 GOOD             NCGS
 FZ1993  HISTORY     - 20000925 GOOD             NCGS
 FZ1993  HISTORY     - 20021121 GOOD             GEOMET
 FZ1993  HISTORY     - 20031202 GOOD             NCGS
 FZ1993  HISTORY     - 20071014 GOOD             GEOCAC
 FZ1993
 FZ1993                          STATION DESCRIPTION
 FZ1993
 FZ1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 FZ1993'STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF WILKESBORO ON THE
 FZ1993'RIGHT OF WAY OF THE BLUE RIDGE PARKWAY AND ON THE EAST END OF A SMALL
 FZ1993'ISLAND FORMED BY A CIRCULAR DRIVE.  IT IS 46 FEET WEST OF CENTER OF
 FZ1993'EAST END OF CIRCULAR DRIVE AND 5 FEET WEST OF A WHITE WITNESS POST.
 FZ1993'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLUE
 FZ1993'1949.
 FZ1993'
 FZ1993'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF CENTER OF DRIVE.  THE MARK
 FZ1993'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLUE NO 1 1949.
 FZ1993'
 FZ1993'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF CENTER OF DRIVE.  THE MARK
 FZ1993'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BLUE NO 2 1949.
 FZ1993'
 FZ1993'AZIMUTH MARK IS TRIANGULATION STATION RENDEZVOUS.
 FZ1993'
 FZ1993'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 16 AND BLUE RIDGE
 FZ1993'PARKWAY, GO SOUTHWEST ON PARKWAY FOR 3.1 MILES TO DRIVEWAY LEFT,
 FZ1993'TURN LEFT AND GO ABOUT 0.05 MILE TO SMALL ISLAND AND STATION AS
 FZ1993'DESCRIBED.
 FZ1993'
 FZ1993'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1993
 FZ1993                          STATION RECOVERY (1949)
 FZ1993
 FZ1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FZ1993'RECOVERED IN GOOD CONDITION.
 FZ1993
 FZ1993                          STATION RECOVERY (1971)
 FZ1993
 FZ1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LWA)
 FZ1993'BLUE 1949 RECOVERED IN GOOD CONDITION.
 FZ1993'
 FZ1993'BLUE NO. 1 1949 RECOVERED IN GOOD CONDITION.
 FZ1993'
 FZ1993'BLUE NO. 2 1949 RECOVERED IN GOOD CONDITION.
 FZ1993
 FZ1993                          STATION RECOVERY (1981)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ1993'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1993'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 FZ1993'1971. REFERENCE MARK NO. 2 WAS RECOVERED BUT THE DISK HAS BEEN
 FZ1993'REMOVED.
 FZ1993'
 FZ1993'THE STATION IS LOCATED ABOUT 15.4 MILES WEST-NORTHWEST OF NORTH
 FZ1993'WILKSBORO AND 9.4 MILES WEST-SOUTHWEST OF MAGRADY.
 FZ1993'
 FZ1993'TO REACH THE STATION FROM THE BLUE RIDGE PARKWAY BRIDGE OVER NC 16
 FZ1993'(AT THE WILKES-ASHE COUNTY LINE), PROCEED SOUTHWEST ALONG THE PARKWAY
 FZ1993'FOR 3.5 MILES TO THE TOM DULLA OVERLOOK ENTRANCE ON LEFT, AND STATION
 FZ1993'IN CENTER OF CIRCLE DRIVE OF OVERLOOK, IN GRASS MEDIAN, OR
 FZ1993'0.40 MILE SOUTHWEST OF MILE MARKER 264.
 FZ1993'
 FZ1993'THE STATION IS A STANDARD NGS DISK STAMPED---BLUE 1949---, SET INTO
 FZ1993'THE TOP OF A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 FZ1993'LOCATED 76.9 FEET SOUTH-SOUTHWEST OF THE EASTERNMOST POST OF
 FZ1993'OVERLOOK INFORMATION SIGN, 35.5 FEET WEST OF THE EAST END OF GRASS
 FZ1993'MEDIAN, 42.9 FEET NORTH OF CENTERLINE OF OVERLOOK DRIVE AND 40.6
 FZ1993'FEET SOUTH OF CENTERLINE OF OVERLOOK DRIVE.
 FZ1993'MARK IS 4 FEET HIGHER THAN OVERLOOK DRIVE.
 FZ1993'
 FZ1993'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 FZ1993'WITH THE DISK MISSING,
 FZ1993'LOCATED
 FZ1993'33.0 FEET SOUTH FROM THE CENTERLINE OF DRIVE,
 FZ1993'35.4 FEET NORTH FROM THE CENTERLINE OF DRIVE, AND
 FZ1993'87.8 FEET EAST FROM THE EAST END OF CULVERT UNDER DRIVE.
 FZ1993'
 FZ1993'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 FZ1993'STAMPED---BLUE RM 1 1949---,
 FZ1993'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1993'FLUSH WITH GROUND.  LOCATED
 FZ1993'10.6 FEET NORTH FROM A FENCE POST,
 FZ1993'23.2 FEET EAST FROM THE INFORMATION POST EAST END, AND
 FZ1993'11.8 FEET SOUTH FROM THE SOUTHERNMOST CURB.
 FZ1993'
 FZ1993'MARK IS ALSO A BENCH MARK.
 FZ1993
 FZ1993                          STATION RECOVERY (1988)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ1993'RECOVERED IN GOOD CONDITION.
 FZ1993
 FZ1993                          STATION RECOVERY (1992)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1993'RECOVERED IN GOOD CONDITION.
 FZ1993
 FZ1993                          STATION RECOVERY (1995)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ1993'RECOVERED AS DESCRIBED.
 FZ1993
 FZ1993                          STATION RECOVERY (2000)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000
 FZ1993'RECOVERED AS DESCRIBED.
 FZ1993
 FZ1993                          STATION RECOVERY (2002)
 FZ1993
 FZ1993'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 FZ1993'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  DELETE 76.9
 FZ1993'FEET SOUTH SOUTHWEST OF THE EASTERNMOST POST OF THE OVERLOOK
 FZ1993'INFORMATION SIGN AND ADD 23.2 METERS (76.0 FEET) NORTH NORTHWEST FROM
 FZ1993'THE EASTERNMOST POST OF THE TOM DULA SIGN.  THE STATION IS 13.7
 FZ1993'METERS (45.0 FEET) NORTH FROM THE CENTERLINE OF OVERLOOK DRIVE.
 FZ1993
 FZ1993                          STATION RECOVERY (2003)
 FZ1993
 FZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ1993'RECOVERED AS DESCRIBED.
 FZ1993
 FZ1993                          STATION RECOVERY (2007)
 FZ1993
 FZ1993'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ1993'THE STATION WAS RECOVERED IN A GRASSY ISLAND IN THE PARKING AREA AT
 FZ1993'MILE POST 264.4 ON THE BLUE RIDGE PARKWAY.
 FZ1993' 
 FZ1993'REFERENCE MARK NO.1 WAS RECOVERED AS DESCRIBED. THE CALCULATED
 FZ1993'COORDINATES (BY NGS FORWARD) ARE
 FZ1993'N36 16 33.27927 W081 22 43.53642.
 FZ1993' 
 FZ1993'REFERENCE MARK NO.2 WAS RECOVERED WITH THE DISK AND STEM MISSING. THE
 FZ1993'MONUMENT AND HOLE ARE INTACT. THE CALCULATED COORDATES ARE N36 16
 FZ1993'33.77122 W081 22 44.31038.
 FZ1993' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3812 ***********************************************************************
 FB3812  DESIGNATION -  BLUE
 FB3812  PID         -  FB3812
 FB3812  STATE/COUNTY-  NC/MCDOWELL
 FB3812  USGS QUAD   -  OLD FORT (1994)
 FB3812
 FB3812                         *CURRENT SURVEY CONTROL
 FB3812  ___________________________________________________________________
 FB3812* NAD 83(2007)-  35 44 43.45299(N)    082 11 15.75850(W)     ADJUSTED  
 FB3812* NAVD 88     -      1157.6    (meters)    3798.     (feet)  VERTCON   
 FB3812  ___________________________________________________________________
 FB3812  EPOCH DATE  -        2002.00
 FB3812  X           -     704,578.732 (meters)                     COMP
 FB3812  Y           -  -5,135,358.075 (meters)                     COMP
 FB3812  Z           -   3,705,959.375 (meters)                     COMP
 FB3812  LAPLACE CORR-         -11.66  (seconds)                    DEFLEC99
 FB3812  ELLIP HEIGHT-        1127.326 (meters)          (02/10/07) ADJUSTED
 FB3812  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 FB3812
 FB3812  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3812  Type    PID    Designation                      North   East  Ellip
 FB3812  -------------------------------------------------------------------
 FB3812  NETWORK FB3812 BLUE                              0.55   0.78   2.39
 FB3812  -------------------------------------------------------------------
 FB3812
 FB3812.The horizontal coordinates were established by GPS observations
 FB3812.and adjusted by the National Geodetic Survey in February 2007.
 FB3812
 FB3812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3812.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3812.The horizontal coordinates are valid at the epoch date displayed above.
 FB3812.The epoch date for horizontal control is a decimal equivalence
 FB3812.of Year/Month/Day.
 FB3812
 FB3812.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3812
 FB3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3812
 FB3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3812
 FB3812.The ellipsoidal height was determined by GPS observations
 FB3812.and is referenced to NAD 83.
 FB3812
 FB3812.The geoid height was determined by GEOID03.
 FB3812
 FB3812;                    North         East     Units Scale Factor Converg.
 FB3812;SPC NC       -   225,982.115   321,340.098   MT  0.99990961   -1 50 23.5
 FB3812;SPC NC       -   741,409.66  1,054,263.30   sFT  0.99990961   -1 50 23.5
 FB3812;UTM  17      - 3,956,360.890   392,608.985   MT  0.99974211   -0 41 38.1
 FB3812
 FB3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3812!SPC NC       -   0.99982309  x   0.99990961  =   0.99973272
 FB3812!UTM  17      -   0.99982309  x   0.99974211  =   0.99956525
 FB3812
 FB3812                          SUPERSEDED SURVEY CONTROL
 FB3812
 FB3812  NAD 83(2001)-  35 44 43.45293(N)    082 11 15.75808(W) AD(       ) 1
 FB3812  ELLIP H (03/13/03) 1127.343  (m)                       GP(       ) 4 2
 FB3812  NAD 83(1995)-  35 44 43.45310(N)    082 11 15.75769(W) AD(       ) 1
 FB3812  NAD 83(1986)-  35 44 43.46067(N)    082 11 15.75783(W) AD(       ) 1
 FB3812  NAD 83(1986)-  35 44 43.46152(N)    082 11 15.75203(W) AD(       ) 2
 FB3812  NGVD 29 (07/31/96) 1157.6    (m)         3798.     (f) GPS OBS     3  
 FB3812
 FB3812.Superseded values are not recommended for survey control.
 FB3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3812.See file dsdata.txt to determine how the superseded data were derived.
 FB3812
 FB3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9260956361(NAD 83)
 FB3812_MARKER: DE = TRAVERSE STATION DISK
 FB3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3812_SP_SET: CONCRETE POST
 FB3812_STAMPING: BLUE 1982
 FB3812_MARK LOGO: NCGS  
 FB3812_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3812+STABILITY: SURFACE MOTION
 FB3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3812+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1993
 FB3812
 FB3812  HISTORY     - Date     Condition        Report By
 FB3812  HISTORY     - 1982     MONUMENTED       NCGS
 FB3812  HISTORY     - 19930720 GOOD             NCGS
 FB3812
 FB3812                          STATION DESCRIPTION
 FB3812
 FB3812'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3812'THE STATION IS LOCATED ABOUT 17.5 KM (10.9 MI) WEST-NORTHWEST OF
 FB3812'MARION AND 21.4 KM (13.3 MI) SOUTH-SOUTHEAST OF BURNSVILLE.
 FB3812'ALONG THE BLUE RIDGE PARKWAY FOR 4.4 KM (2.75 MI) SOUTHWEST FROM THE
 FB3812'OVERPASS OF NC 80 (AT BUCK CREEK GAP), OR 1.3 KM (0.8 MI) SOUTHWEST
 FB3812'FROM MILE MARKER 346, IN THE LEFT SHOULDER.
 FB3812'THE STATION IS A STANDARD NCGS DISK STAMPED---BLUE 1982---, SET INTO
 FB3812'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM
 FB3812'BELOW GROUND.  LOCATED 4.2 METERS (13.7 FT) SOUTHEAST OF THE
 FB3812'CENTERLINE OF THE BLUE RIDGE PARKWAY, 0.9 METERS (2.8 FT) SOUTHEAST OF
 FB3812'THE SOUTHERN EDGE OF PAVEMENT--AND 8.1 METERS (26.5 FT) NORTHWEST OF
 FB3812'AN 18-INCH CHESTNUT, 59.3 METERS (194.5 FT) SOUTH-SOUTHWEST OF A
 FB3812'20-INCH RED OAK--BOTH WITH REFERENCE TAGS.
 FB3812
 FB3812                          STATION RECOVERY (1993)
 FB3812
 FB3812'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3812'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8851 ***********************************************************************
 AF8851  DESIGNATION -  BLUE
 AF8851  PID         -  AF8851
 AF8851  STATE/COUNTY-  NC/DARE
 AF8851  USGS QUAD   -  RODANTHE (1983)
 AF8851
 AF8851                         *CURRENT SURVEY CONTROL
 AF8851  ___________________________________________________________________
 AF8851* NAD 83(2001)-  35 32 57.77774(N)    075 28 07.78450(W)     ADJUSTED  
 AF8851* NAVD 88     -         0.7    (meters)       2.     (feet)  VERT ANG  
 AF8851  ___________________________________________________________________
 AF8851  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AF8851  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 AF8851  HORZ ORDER  -  SECOND
 AF8851
 AF8851.The horizontal coordinates were established by classical geodetic methods
 AF8851.and adjusted by the National Geodetic Survey in August 2005.
 AF8851
 AF8851.The orthometric height was determined by vertical angle observations.
 AF8851
 AF8851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8851
 AF8851.The geoid height was determined by GEOID03.
 AF8851
 AF8851;                    North         East     Units Scale Factor Converg.
 AF8851;SPC NC       -   205,300.161   929,682.006   MT  0.99988604   +2 02 17.1
 AF8851;SPC NC       -   673,555.61  3,050,131.71   sFT  0.99988604   +2 02 17.1
 AF8851;UTM  18      - 3,934,071.368   457,506.327   MT  0.99962225   -0 16 21.3
 AF8851
 AF8851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8851!SPC NC       -   1.00000599  x   0.99988604  =   0.99989203
 AF8851!UTM  18      -   1.00000599  x   0.99962225  =   0.99962823
 AF8851
 AF8851                          SUPERSEDED SURVEY CONTROL
 AF8851
 AF8851  NAD 83(1986)-  35 32 57.79087(N)    075 28 07.78954(W) AD(       ) 2
 AF8851
 AF8851.Superseded values are not recommended for survey control.
 AF8851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8851.See file dsdata.txt to determine how the superseded data were derived.
 AF8851
 AF8851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5750634071(NAD 83)
 AF8851_MARKER: DE = TRAVERSE STATION DISK
 AF8851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8851_STAMPING: BLUE 1985
 AF8851_MARK LOGO: NCGS  
 AF8851_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8851+STABILITY: SURFACE MOTION
 AF8851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8851+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AF8851
 AF8851  HISTORY     - Date     Condition        Report By
 AF8851  HISTORY     - 1985     MONUMENTED       NCGS
 AF8851  HISTORY     - 20000620 GOOD             NCDOT
 AF8851
 AF8851                          STATION DESCRIPTION
 AF8851
 AF8851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8851'STATION IS LOCATED IN THE SALVO COMMUNITY. ALONG NC 12 FOR 5.2 KM
 AF8851'(3.25 MI) SOUTH FROM THE CHICAMACOMICO COAST GUARD STATION, AT THE
 AF8851'INTERSECTION WITH BLUEBEARD ROAD. MARK IS LEVEL WITH HIGHWAY AND FLUSH
 AF8851'WITH GROUND. LOCATED 13.3 M (43.6 FT) EAST-SOUTHEAST OF THE CENTERLINE
 AF8851'OF NC 12, 7.0 M (23.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 AF8851'BLUEBEARD STREET, 18.1 M (59.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AF8851'OF A PORCH AROUND A COTTAGE (BLUE), 5.7 M (18.7 FT) EAST OF THE NORTH
 AF8851'END OF A METAL STREET CULVERT, 38.0 M (124.7 FT) SOUTH-SOUTHWEST OF A
 AF8851'TELEPHONE PEDESTAL (12SRP30E), AND 17.4 M (57.1 FT) NORTH-NORTHEAST OF
 AF8851'A POWER POLE WITH A TRANSFORMER AND REFERENCE TAG.
 AF8851
 AF8851                          STATION RECOVERY (2000)
 AF8851
 AF8851'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8851'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0564 ***********************************************************************
 AI0564  DESIGNATION -  BLUE
 AI0564  PID         -  AI0564
 AI0564  STATE/COUNTY-  NC/ROBESON
 AI0564  USGS QUAD   -  FAIRMONT (1962)
 AI0564
 AI0564                         *CURRENT SURVEY CONTROL
 AI0564  ___________________________________________________________________
 AI0564* NAD 83(1986)-  34 27 47.     (N)    079 02 31.     (W)     SCALED    
 AI0564* NAVD 88     -        34.680  (meters)     113.78   (feet)  ADJUSTED  
 AI0564  ___________________________________________________________________
 AI0564  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AI0564  DYNAMIC HT  -          34.646 (meters)     113.67  (feet)  COMP
 AI0564  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 AI0564
 AI0564  VERT ORDER  -  SECOND    CLASS II
 AI0564
 AI0564.The horizontal coordinates were scaled from a topographic map and have
 AI0564.an estimated accuracy of +/- 6 seconds.
 AI0564
 AI0564.The orthometric height was determined by differential leveling
 AI0564.and adjusted in October 1999.
 AI0564
 AI0564.The geoid height was determined by GEOID03.
 AI0564
 AI0564.The dynamic height is computed by dividing the NAVD 88
 AI0564.geopotential number by the normal gravity value computed on the
 AI0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0564.degrees latitude (g = 980.6199 gals.).
 AI0564
 AI0564.The modeled gravity was interpolated from observed gravity values.
 AI0564
 AI0564;                    North         East    Units  Estimated Accuracy
 AI0564;SPC NC       -    79,100.      605,750.      MT  (+/- 180 meters Scaled)
 AI0564
 AI0564                          SUPERSEDED SURVEY CONTROL
 AI0564
 AI0564.No superseded survey control is available for this station.
 AI0564
 AI0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU798152(NAD 83)
 AI0564_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0564_STAMPING: BLUE 1989
 AI0564_MARK LOGO: NCGS  
 AI0564_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0564+STABILITY: SURFACE MOTION
 AI0564
 AI0564  HISTORY     - Date     Condition        Report By
 AI0564  HISTORY     - 1989     MONUMENTED       NCGS
 AI0564
 AI0564                          STATION DESCRIPTION
 AI0564
 AI0564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI0564'STATION IS LOCATED ABOUT 1.53 KM (0.95 MI) SOUTH-SOUTHWEST OF
 AI0564'PROCTORVILLE, AND 7.56 KM (4.70 MI) EAST-SOUTHEAST OF FAIRMONT. ALONG
 AI0564'NC 130 FOR 6.8 KM (4.20 MI) WEST FROM US 74, OR ABOUT 200 METERS
 AI0564'(656.2 FT) WEST OF SR 2266 (BYRD ROAD), ON TOP OF THE SOUTH BANK
 AI0564'ACROSS THE HIGHWAY FROM A CEMETERY. MARK IS 3-FEET HIGHER THAN HIGHWAY
 AI0564'AND RECESSED 3 INCHES BELOW GROUND. LOCATED 12.30 M (40.35 FT) SOUTH
 AI0564'OF THE CENTERLINE OF THE HIGHWAY, 15.80 M (51.84 FT) SOUTHEAST OF THE
 AI0564'EAST END OF A DRIVE CULVERT, 24.58 M (80.64 FT) EAST-NORTHEAST OF THE
 AI0564'NORTHEAST CORNER OF A BRICK CHIMNEY, 35.95 M (117.95 FT)
 AI0564'WEST-SOUTHWEST OF THE-BYRD-HEADSTONE, 17.95 M (58.89 FT) SOUTHEAST OF
 AI0564'A WATER METER, 48.8 M (160.1 FT) EAST-NORTHEAST OF A 24-INCH PINE, AND
 AI0564'6.40 M (21.00 FT) NORTH OF A POWER POLE WITH A TRANSFORMER AND
 AI0564'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH5716 ***********************************************************************
 DH5716  DESIGNATION -  BLUE
 DH5716  PID         -  DH5716
 DH5716  STATE/COUNTY-  NC/ORANGE
 DH5716  USGS QUAD   -  EFLAND (1994)
 DH5716
 DH5716                         *CURRENT SURVEY CONTROL
 DH5716  ___________________________________________________________________
 DH5716* NAD 83(2007)-  36 04 32.48667(N)    079 11 49.82773(W)     ADJUSTED  
 DH5716* NAVD 88     -       206.4    (meters)     677.     (feet)  GPS OBS   
 DH5716  ___________________________________________________________________
 DH5716  EPOCH DATE  -        2002.00
 DH5716  X           -     967,362.468 (meters)                     COMP
 DH5716  Y           -  -5,069,733.282 (meters)                     COMP
 DH5716  Z           -   3,735,086.730 (meters)                     COMP
 DH5716  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DH5716  ELLIP HEIGHT-         176.086 (meters)          (02/10/07) ADJUSTED
 DH5716  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 DH5716
 DH5716  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5716  Type    PID    Designation                      North   East  Ellip
 DH5716  -------------------------------------------------------------------
 DH5716  NETWORK DH5716 BLUE                              0.49   0.41   1.61
 DH5716  -------------------------------------------------------------------
 DH5716
 DH5716.The horizontal coordinates were established by GPS observations
 DH5716.and adjusted by the National Geodetic Survey in February 2007.
 DH5716
 DH5716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5716.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5716.The horizontal coordinates are valid at the epoch date displayed above.
 DH5716.The epoch date for horizontal control is a decimal equivalence
 DH5716.of Year/Month/Day.
 DH5716
 DH5716.The orthometric height was determined by GPS observations and a
 DH5716.high-resolution geoid model.
 DH5716
 DH5716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5716
 DH5716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5716
 DH5716.The ellipsoidal height was determined by GPS observations
 DH5716.and is referenced to NAD 83.
 DH5716
 DH5716.The geoid height was determined by GEOID03.
 DH5716
 DH5716;                    North         East     Units Scale Factor Converg.
 DH5716;SPC NC       -   258,016.694   591,840.696   MT  0.99997588   -0 06 49.7
 DH5716;SPC NC       -   846,509.77  1,941,730.68   sFT  0.99997588   -0 06 49.7
 DH5716;UTM  17      - 3,993,847.931   662,337.262   MT  0.99992472   +1 03 42.6
 DH5716
 DH5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5716!SPC NC       -   0.99997236  x   0.99997588  =   0.99994825
 DH5716!UTM  17      -   0.99997236  x   0.99992472  =   0.99989709
 DH5716
 DH5716                          SUPERSEDED SURVEY CONTROL
 DH5716
 DH5716  NAD 83(1986)-  36 04 32.49092(N)    079 11 49.83587(W) AD(       ) 1
 DH5716  NAD 83(2001)-  36 04 32.48701(N)    079 11 49.82770(W) AD(       ) 1
 DH5716  ELLIP H (08/31/05)  176.085  (m)                       GP(       ) 4 2
 DH5716
 DH5716.Superseded values are not recommended for survey control.
 DH5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5716.See file dsdata.txt to determine how the superseded data were derived.
 DH5716
 DH5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6233793848(NAD 83)
 DH5716_MARKER: DH = HORIZONTAL CONTROL DISK
 DH5716_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH5716_STAMPING: BLUE 2003
 DH5716_MARK LOGO: NCGS  
 DH5716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH5716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5716+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 DH5716
 DH5716  HISTORY     - Date     Condition        Report By
 DH5716  HISTORY     - 2003     MONUMENTED       NCGS
 DH5716  HISTORY     - 20060727 GOOD             USPSQD
 DH5716
 DH5716                          STATION DESCRIPTION
 DH5716
 DH5716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 DH5716'STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF HILLSBOROUGH AND 1.5
 DH5716'MI (2.4 KM) WEST OF EFLAND.  ALONG I-40 EASTBOUND/I-85 NORTHBOUND FOR
 DH5716'1.6 MI (2.6 KM) EAST FROM BUCKHORN ROAD (EXIT 157), AT THE TOP OF THE
 DH5716'SOUTHERN BACKSLOPE. MARK IS ABOUT 3-FT HIGHER THAN THE CENTERLINE OF
 DH5716'I-40 EASTBOUND LANES AND IS FLUSH WITH THE GROUND. LOCATED 36.5 FT
 DH5716'(11.1 M) SOUTH-SOUTHWEST OF THE EDGE OF PAVEMENT OF THE I-40 EASTBOUND
 DH5716'LANES, 414.0 FT (126.2 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 DH5716'CONCRETE BASE FOR OVERHEAD INTERSTATE SIGN--AND 17.5 FT (5.3 M)
 DH5716'NORTHEAST OF A WOODEN FENCE BRACE POST, 49.0 FT (14.9 M) NORTHWEST OF
 DH5716'A WOODEN FENCE POST AND 42.0 FT (12.8 M) EAST OF A WOODEN FENCE
 DH5716'POST--ALL THREE WITH REFERENCE TAGS.
 DH5716
 DH5716                          STATION RECOVERY (2006)
 DH5716
 DH5716'RECOVERY NOTE BY US POWER SQUADRON 2006
 DH5716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3762 ***********************************************************************
 DI3762  DESIGNATION -  BLUE
 DI3762  PID         -  DI3762
 DI3762  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3762  USGS QUAD   -  TABLE ROCK (1978)
 DI3762
 DI3762                         *CURRENT SURVEY CONTROL
 DI3762  ___________________________________________________________________
 DI3762* NAD 83(2007)-  35 07 14.70205(N)    082 40 09.27374(W)     ADJUSTED  
 DI3762* NAVD 88     -       968.6    (meters)    3178.     (feet)  GPS OBS   
 DI3762  ___________________________________________________________________
 DI3762  EPOCH DATE  -        2002.00
 DI3762  X           -     666,503.077 (meters)                     COMP
 DI3762  Y           -  -5,180,802.489 (meters)                     COMP
 DI3762  Z           -   3,649,372.144 (meters)                     COMP
 DI3762  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DI3762  ELLIP HEIGHT-         938.216 (meters)          (07/11/08) ADJUSTED
 DI3762  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DI3762  HORZ ORDER  -  FIRST
 DI3762  ELLP ORDER  -  FOURTH    CLASS II
 DI3762
 DI3762.The horizontal coordinates were established by GPS observations
 DI3762.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3762
 DI3762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3762.The horizontal coordinates are valid at the epoch date displayed above.
 DI3762.The epoch date for horizontal control is a decimal equivalence
 DI3762.of Year/Month/Day.
 DI3762
 DI3762.The orthometric height was determined by GPS observations and a
 DI3762.high-resolution geoid model.
 DI3762
 DI3762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3762
 DI3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3762
 DI3762.The ellipsoidal height was determined by GPS observations
 DI3762.and is referenced to NAD 83.
 DI3762
 DI3762.The geoid height was determined by GEOID03.
 DI3762
 DI3762;                    North         East     Units Scale Factor Converg.
 DI3762;SPC NC       -   158,237.095   275,253.469   MT  0.99987519   -2 07 04.0
 DI3762;SPC NC       -   519,149.54    903,060.76   sFT  0.99987519   -2 07 04.0
 DI3762;UTM  17      - 3,887,708.878   347,895.609   MT  0.99988513   -0 57 37.8
 DI3762
 DI3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3762!SPC NC       -   0.99985275  x   0.99987519  =   0.99972796
 DI3762!UTM  17      -   0.99985275  x   0.99988513  =   0.99973790
 DI3762
 DI3762:                Primary Azimuth Mark                     Grid Az
 DI3762:SPC NC       -  HARLEY                                   312 56 14.7
 DI3762:UTM  17      -  HARLEY                                   311 46 48.5
 DI3762
 DI3762|---------------------------------------------------------------------|
 DI3762| PID    Reference Object                     Distance      Geod. Az  |
 DI3762|                                                           dddmmss.s |
 DI3762| DI3761 HARLEY                              495.193 METERS 3104910.7 |
 DI3762|---------------------------------------------------------------------|
 DI3762
 DI3762                          SUPERSEDED SURVEY CONTROL
 DI3762
 DI3762  NAD 83(1986)-  35 07 14.70843(N)    082 40 09.27122(W) AD(       ) 1
 DI3762  NAD 83(2001)-  35 07 14.70179(N)    082 40 09.27401(W) AD(       ) 1
 DI3762  ELLIP H (02/05/05)  938.237  (m)                       GP(       ) 4 2
 DI3762
 DI3762.Superseded values are not recommended for survey control.
 DI3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3762.See file dsdata.txt to determine how the superseded data were derived.
 DI3762
 DI3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4789687709(NAD 83)
 DI3762_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3762_SETTING: 66 = SET IN ROCK OUTCROP
 DI3762_STAMPING: BLUE 2001
 DI3762_MARK LOGO: NCGS  
 DI3762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3762+STABILITY: POSITION/ELEVATION WELL
 DI3762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3762+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3762
 DI3762  HISTORY     - Date     Condition        Report By
 DI3762  HISTORY     - 2001     MONUMENTED       NCGS
 DI3762
 DI3762                          STATION DESCRIPTION
 DI3762
 DI3762'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3762'STATION IS LOCATED 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF BREVARD AND 2.2
 DI3762'MI (3.5 KM) SOUTHWEST OF CEDAR MOUNTAIN NEAR THE NORTH CAROLINA/SOUTH
 DI3762'CAROLINA STATE LINE. FOR ACCESS CONTACT OWNER--MARY STONE. PROCEED
 DI3762'ALONG US 276 FOR 1.5 MI (2.4 KM) NORTH FROM THE NC/SC STATE LINE,
 DI3762'THENCE SOUTHWEST FOR 0.5 MI (0.8 KM) ALONG SR 1100-STONES LAKE ROAD TO
 DI3762'THE END OF STATE MAINTENANCE AND AN UNLOCKED GATE. CONTINUE SOUTH FOR
 DI3762'0.35 MI (0.56 KM) TO ARROWHEAD LAKE, TURN LEFT CROSSING THE BRIDGE AND
 DI3762'CONTINUE SOUTHEAST FOR 0.65 MI (1.05 KM) PASSING MARSHALL LAKE AND
 DI3762'LAKE LINKY TO TWO CABLE GATES NEAR THE STATE LINE. PASS THROUGH THE
 DI3762'GATE LEADING SOUTHWEST WITH SIGNS FOR SKI SLOPE AND PRAYER MOUNTAIN,
 DI3762'CONTINUE 0.65 MI (1.05 KM) TO THE SUMMIT OF BRADFORD MOUNTAIN, ATV OR
 DI3762'FOOT TRAVEL REQUIRED FROM THIS POINT. THENCE WEST FOR 1.4 MI (2.3 KM)
 DI3762'ALONG THE WOODS ROAD TO AN OPEN AREA AND A LARGE ROCK OUTCROP. MARK IS
 DI3762'PROJECTING 5-INCHES ABOVE THE GROUND. LOCATED 30.0 FT (9.1 M)
 DI3762'EAST-NORTHEAST OF A 10-INCH PINE, 40.0 FT (12.2 M) SOUTHWEST OF A
 DI3762'6-INCH SOUR WOOD, 45.0 FT (13.7 M) SOUTH-SOUTHWEST OF A 12-INCH
 DI3762'CHESTNUT OAK--ALL THREE WITH REFERENCE WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0265 ***********************************************************************
 FZ0265  DESIGNATION -  BLUE BIRD
 FZ0265  PID         -  FZ0265
 FZ0265  STATE/COUNTY-  NC/FORSYTH
 FZ0265  USGS QUAD   -  RURAL HALL (1994)
 FZ0265
 FZ0265                         *CURRENT SURVEY CONTROL
 FZ0265  ___________________________________________________________________
 FZ0265* NAD 83(2001)-  36 11 01.12023(N)    080 16 27.66636(W)     ADJUSTED  
 FZ0265* NAVD 88     -       254.286  (meters)     834.27   (feet)  ADJUSTED  
 FZ0265  ___________________________________________________________________
 FZ0265  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 FZ0265  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 FZ0265  DYNAMIC HT  -         254.051 (meters)     833.50  (feet)  COMP
 FZ0265  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 FZ0265
 FZ0265  HORZ ORDER  -  SECOND
 FZ0265  VERT ORDER  -  SECOND    CLASS 0
 FZ0265
 FZ0265.The horizontal coordinates were established by classical geodetic methods
 FZ0265.and adjusted by the National Geodetic Survey in August 2005.
 FZ0265
 FZ0265.The orthometric height was determined by differential leveling
 FZ0265.and adjusted in June 1991.
 FZ0265
 FZ0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0265
 FZ0265.The geoid height was determined by GEOID03.
 FZ0265
 FZ0265.The dynamic height is computed by dividing the NAVD 88
 FZ0265.geopotential number by the normal gravity value computed on the
 FZ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0265.degrees latitude (g = 980.6199 gals.).
 FZ0265
 FZ0265.The modeled gravity was interpolated from observed gravity values.
 FZ0265
 FZ0265;                    North         East     Units Scale Factor Converg.
 FZ0265;SPC NC       -   270,713.417   494,970.551   MT  1.00000478   -0 44 07.9
 FZ0265;SPC NC       -   888,165.60  1,623,915.88   sFT  1.00000478   -0 44 07.9
 FZ0265;UTM  17      - 4,004,561.572   565,249.515   MT  0.99965246   +0 25 42.3
 FZ0265
 FZ0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0265!SPC NC       -   0.99996528  x   1.00000478  =   0.99997006
 FZ0265!UTM  17      -   0.99996528  x   0.99965246  =   0.99961776
 FZ0265
 FZ0265:                Primary Azimuth Mark                     Grid Az
 FZ0265:SPC NC       -  FELTS                                    340 08 13.3
 FZ0265:UTM  17      -  FELTS                                    338 58 23.1
 FZ0265
 FZ0265|---------------------------------------------------------------------|
 FZ0265| PID    Reference Object                     Distance      Geod. Az  |
 FZ0265|                                                           dddmmss.s |
 FZ0265| FZ0263 FELTS                               APPROX. 1.1 KM 3392405.4 |
 FZ0265|---------------------------------------------------------------------|
 FZ0265
 FZ0265                          SUPERSEDED SURVEY CONTROL
 FZ0265
 FZ0265  NAD 83(1993)-  36 11 01.12668(N)    080 16 27.67576(W) AD(       ) 2
 FZ0265  NAD 83(1986)-  36 11 01.12658(N)    080 16 27.67566(W) AD(       ) 2
 FZ0265  NAD 27      -  36 11 00.62911(N)    080 16 28.49102(W) AD(       ) 2
 FZ0265  NGVD 29 (??/??/92)  254.467  (m)          834.86   (f) ADJ UNCH    2 0
 FZ0265
 FZ0265.Superseded values are not recommended for survey control.
 FZ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0265.See file dsdata.txt to determine how the superseded data were derived.
 FZ0265
 FZ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6525004562(NAD 83)
 FZ0265_MARKER: DE = TRAVERSE STATION DISK
 FZ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0265_STAMPING: BLUE BIRD 1962
 FZ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0265+STABILITY: SURFACE MOTION
 FZ0265
 FZ0265  HISTORY     - Date     Condition        Report By
 FZ0265  HISTORY     - 1962     MONUMENTED       NCGS
 FZ0265  HISTORY     - 1972     GOOD             NCGS
 FZ0265  HISTORY     - 20010929 MARK NOT FOUND   USPSQD
 FZ0265  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 FZ0265
 FZ0265                          STATION DESCRIPTION
 FZ0265
 FZ0265'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ0265'BLUE BIRD IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ0265'ESTABLISHED IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ0265'
 FZ0265'STATION IS 6.0 MILES NXW OF THE CENTER OF WINSTON-SALEM, 4.0
 FZ0265'MILES S OF RURAL HALL AND .80 MILES N OF OAK SUMMIT RD. AND
 FZ0265'300 FT E OF NEW FOUR LANE U.S. 52.  IT IS ON THE E BANK OF OLD
 FZ0265'U.S. 52, 118 FT S OF ENTRANCE TO BLUE BIRD MOTEL.
 FZ0265'
 FZ0265'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0265'BLUE BIRD 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FZ0265'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ0265'
 FZ0265'MARK IS
 FZ0265'
 FZ0265'17.7 FT E OF C/L OF OLD U.S. 52
 FZ0265'
 FZ0265'4.90 FT SW OF 3 LEAD NAILS IN 4X4 ROAD SIGN
 FZ0265'
 FZ0265'114.3 FT NW OF 3 LEAD NAILS IN 8 INCH MAPLE TREE
 FZ0265'
 FZ0265'89.1 FT S OF 3 LEAD NAILS IN POWER POLE
 FZ0265'
 FZ0265'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ0265
 FZ0265                          STATION RECOVERY (1972)
 FZ0265
 FZ0265'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0265'1.3 MI S FROM STANLEYVILLE.
 FZ0265'TO REACH STATION FROM THE INTERSECTION OF NC 66 AND SR 2465 IN
 FZ0265'STANLEYVILLE, PROCEED SOUTH ALONG SR 2465 FOR 01.35 MILE TO STATION
 FZ0265'ON THE LEFT AT THE EAST EDGE OF OLD ROAD BED FOR U.S. 52, 0.15
 FZ0265'MILE NORTH OF U.S. 52, AND APPROXIMATELY 300 FEET WEST OF BLUE
 FZ0265'BIRD MOTEL, 86.8 FEET EAST OF C/L OF NORTH BOUND LANE OF SR 2465,
 FZ0265'116.2 FEET SOUTH OF C/L OF SOUTH ENTRANCE TO BLUE BIRD MOTEL, 89.1
 FZ0265'FEET SOUTH OF PP NEXT TO ENTRANCE WITH ALUMINUM REF. TAG, 107.2
 FZ0265'FEET NNE OF PP WITH ALUMINUM REF. TAG, AND 114.3 FEET NNW OF 12 IN
 FZ0265'MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER
 FZ0265'4 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0265
 FZ0265                          STATION RECOVERY (2001)
 FZ0265
 FZ0265'RECOVERY NOTE BY US POWER SQUADRON 2001 (LC)
 FZ0265'MARK NOT FOUND  REF GONE
 FZ0265
 FZ0265                          STATION RECOVERY (2004)
 FZ0265
 FZ0265'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2841 ***********************************************************************
 FB2841  DESIGNATION -  BLUE BOUND
 FB2841  PID         -  FB2841
 FB2841  STATE/COUNTY-  NC/POLK
 FB2841  USGS QUAD   -  LANDRUM (1987)
 FB2841
 FB2841                         *CURRENT SURVEY CONTROL
 FB2841  ___________________________________________________________________
 FB2841* NAD 83(2001)-  35 11 37.49236(N)    082 10 07.90018(W)     ADJUSTED  
 FB2841* NAVD 88     -       290.7    (meters)     954.     (feet)  VERTCON   
 FB2841  ___________________________________________________________________
 FB2841  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 FB2841  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 FB2841  HORZ ORDER  -  SECOND
 FB2841
 FB2841.The horizontal coordinates were established by classical geodetic methods
 FB2841.and adjusted by the National Geodetic Survey in August 2005.
 FB2841
 FB2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2841
 FB2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2841
 FB2841.The geoid height was determined by GEOID03.
 FB2841
 FB2841;                    North         East     Units Scale Factor Converg.
 FB2841;SPC NC       -   164,760.078   321,090.833   MT  0.99987310   -1 49 44.3
 FB2841;SPC NC       -   540,550.36  1,053,445.51   sFT  0.99987310   -1 49 44.3
 FB2841;UTM  17      - 3,895,154.935   393,589.008   MT  0.99973955   -0 40 25.4
 FB2841
 FB2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2841!SPC NC       -   0.99995935  x   0.99987310  =   0.99983246
 FB2841!UTM  17      -   0.99995935  x   0.99973955  =   0.99969891
 FB2841
 FB2841|---------------------------------------------------------------------|
 FB2841| PID    Reference Object                     Distance      Geod. Az  |
 FB2841|                                                           dddmmss.s |
 FB2841| FB2838 STATE LINE                          105.992 METERS 05726     |
 FB2841| FB0424 LANDRUM                             APPROX. 0.6 KM 2725800.3 |
 FB2841| FB0423 LANDRUM AZ MK                        20.843 METERS 31112     |
 FB2841|---------------------------------------------------------------------|
 FB2841
 FB2841                          SUPERSEDED SURVEY CONTROL
 FB2841
 FB2841  NAD 83(1986)-  35 11 37.50251(N)    082 10 07.90837(W) AD(       ) 2
 FB2841  NAD 27      -  35 11 37.09292(N)    082 10 08.49206(W) AD(       ) 2
 FB2841  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG    3  
 FB2841
 FB2841.Superseded values are not recommended for survey control.
 FB2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2841.See file dsdata.txt to determine how the superseded data were derived.
 FB2841
 FB2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9358995155(NAD 83)
 FB2841_MARKER: DE = TRAVERSE STATION DISK
 FB2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2841_STAMPING: BLUE BOUND 1974
 FB2841_MARK LOGO: NCGS  
 FB2841_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2841+STABILITY: SURFACE MOTION
 FB2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2841+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 FB2841
 FB2841  HISTORY     - Date     Condition        Report By
 FB2841  HISTORY     - 1974     MONUMENTED       NCGS
 FB2841  HISTORY     - 19920319 GOOD             NCGS
 FB2841
 FB2841                          STATION DESCRIPTION
 FB2841
 FB2841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2841'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF LANDRUM,
 FB2841'S. C. AND 4.1 MILES SOUTH-SOUTHEAST OF COLUMBUS.
 FB2841'
 FB2841'TO REACH THE STATION FROM THE SR 1501 OVERPASS OF I-26 NEAR THE NORTH
 FB2841'CAROLINA - SOUTH CAROLINA STATE LINE, PROCEED SOUTHWESTERLY ALONG
 FB2841'SR 1501 FOR 0.1 MILE TO A S.C. STATE ROAD, THEN TURN RIGHT AND
 FB2841'CONTINUE NORTHWEST ALONG SR 1501 FOR ABOUT 0.05 MILE TO STATION ON THE
 FB2841'RIGHT ON TOP OF A CUT BANK.
 FB2841'
 FB2841'STATION MARK IS A STANDARD DISK STAMPED---BLUE BOUND 1974---, SET IN
 FB2841'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW THE
 FB2841'GROUND SURFACE.  MARK IS 52.0 FEET (SLOPE) NORTH OF CENTERLINE OF
 FB2841'SR 1501, 200.0 FEET NORTHWEST OF INTERSECTION OF SR 1501 WITH A STATE
 FB2841'LINE ROAD, 29.1 FEET EAST OF A RIGHT-OF-WAY MARKER AND 65.7 FEET
 FB2841'SOUTHEAST OF POWER POLE NO. JB6 WITH REFERENCE TAG.
 FB2841
 FB2841                          STATION RECOVERY (1992)
 FB2841
 FB2841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2841'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5169 ***********************************************************************
 FA5169  DESIGNATION -  BLUE CREEK
 FA5169  PID         -  FA5169
 FA5169  STATE/COUNTY-  NC/CALDWELL
 FA5169  USGS QUAD   -  KINGS CREEK (1970)
 FA5169
 FA5169                         *CURRENT SURVEY CONTROL
 FA5169  ___________________________________________________________________
 FA5169* NAD 83(2007)-  35 57 41.17650(N)    081 26 47.00327(W)     ADJUSTED  
 FA5169* NAVD 88     -       361.8    (meters)    1187.     (feet)  VERTCON   
 FA5169  ___________________________________________________________________
 FA5169  EPOCH DATE  -        2002.00
 FA5169  X           -     768,777.038 (meters)                     COMP
 FA5169  Y           -  -5,111,287.475 (meters)                     COMP
 FA5169  Z           -   3,724,922.570 (meters)                     COMP
 FA5169  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 FA5169  ELLIP HEIGHT-         329.267 (meters)          (02/10/07) ADJUSTED
 FA5169  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 FA5169
 FA5169  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5169  Type    PID    Designation                      North   East  Ellip
 FA5169  -------------------------------------------------------------------
 FA5169  NETWORK FA5169 BLUE CREEK                        0.78   1.00   2.53
 FA5169  -------------------------------------------------------------------
 FA5169
 FA5169.The horizontal coordinates were established by GPS observations
 FA5169.and adjusted by the National Geodetic Survey in February 2007.
 FA5169
 FA5169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5169.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5169.The horizontal coordinates are valid at the epoch date displayed above.
 FA5169.The epoch date for horizontal control is a decimal equivalence
 FA5169.of Year/Month/Day.
 FA5169
 FA5169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5169
 FA5169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5169
 FA5169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5169
 FA5169.The ellipsoidal height was determined by GPS observations
 FA5169.and is referenced to NAD 83.
 FA5169
 FA5169.The geoid height was determined by GEOID03.
 FA5169
 FA5169;                    North         East     Units Scale Factor Converg.
 FA5169;SPC NC       -   248,041.068   388,951.909   MT  0.99994918   -1 24 43.1
 FA5169;SPC NC       -   813,781.40  1,276,086.39   sFT  0.99994918   -1 24 43.1
 FA5169;UTM  17      - 3,979,763.449   459,748.244   MT  0.99961996   -0 15 43.7
 FA5169
 FA5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5169!SPC NC       -   0.99994832  x   0.99994918  =   0.99989751
 FA5169!UTM  17      -   0.99994832  x   0.99961996  =   0.99956830
 FA5169
 FA5169                          SUPERSEDED SURVEY CONTROL
 FA5169
 FA5169  NAD 83(1986)-  35 57 41.18226(N)    081 26 47.00814(W) AD(       ) 1
 FA5169  NGVD 29 (02/04/93)  362.0    (m)         1188.     (f) H LEVEL     3  
 FA5169
 FA5169.Superseded values are not recommended for survey control.
 FA5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5169.See file dsdata.txt to determine how the superseded data were derived.
 FA5169
 FA5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5974879763(NAD 83)
 FA5169_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5169_SP_SET: CONCRETE POST
 FA5169_STAMPING: BLUE CREEK 1988
 FA5169_MARK LOGO: NCGS  
 FA5169_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5169+STABILITY: SURFACE MOTION
 FA5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5169+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 FA5169
 FA5169  HISTORY     - Date     Condition        Report By
 FA5169  HISTORY     - 1988     MONUMENTED       NCGS
 FA5169  HISTORY     - 19891129 GOOD
 FA5169  HISTORY     - 20070916 GOOD             GEOCAC
 FA5169
 FA5169                          STATION DESCRIPTION
 FA5169
 FA5169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5169'STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) NORTHEAST OF LENOIR.
 FA5169'ALONG NC 18 FOR 5.4 KM (3.4 MI) SOUTHWEST FROM SR 1552 (AT KINGS CREEK
 FA5169'SCHOOL), OR 0.2 KM (0.1 MI) NORTHEAST OF SR 1550, ON DITCH BANK, AT
 FA5169'FENCE.
 FA5169'MARK IS FLUSH WITH GROUND SURFACE AND LEVEL WITH HIGHWAY. LOCATED 28.2
 FA5169'FT (8.6 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY--AND 5.3 FT
 FA5169'(1.6 M) SOUTHEAST OF 4 X 4 FENCE POST, 159.0 FT (48.5 M) NORTHEAST OF
 FA5169'POWER POLE, 166.0 FT (50.6 M) SOUTHWEST OF POWER POLE--ALL THREE WITH
 FA5169'REFERENCE TAGS.
 FA5169
 FA5169                          STATION RECOVERY (1989)
 FA5169
 FA5169'RECOVERED 1989
 FA5169'RECOVERED IN GOOD CONDITION.
 FA5169
 FA5169                          STATION RECOVERY (2007)
 FA5169
 FA5169'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA5169'DUE TO RELOCATION OF NC-18, THE STATION IS NOW 140 FEET NORTHWEST OF
 FA5169'THE CENTERLINE, AND 7 FEET ABOVE THE HIGHWAY. THE REFERENCED POWER
 FA5169'POLES APPEAR TO BE IN THEIR ORIGINAL POSITIONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5170 ***********************************************************************
 FA5170  DESIGNATION -  BLUE CREEK AZ MK
 FA5170  PID         -  FA5170
 FA5170  STATE/COUNTY-  NC/CALDWELL
 FA5170  USGS QUAD   -  KINGS CREEK (1970)
 FA5170
 FA5170                         *CURRENT SURVEY CONTROL
 FA5170  ___________________________________________________________________
 FA5170* NAD 83(1986)-  35 57 15.91214(N)    081 27 14.32949(W)     NO CHECK  
 FA5170* NAVD 88     -       355.5    (meters)    1166.     (feet)  VERTCON   
 FA5170  ___________________________________________________________________
 FA5170  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FA5170  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 FA5170  HORZ ORDER  -  SECOND
 FA5170
 FA5170.The horizontal coordinates were established by classical geodetic methods
 FA5170.and adjusted by the National Geodetic Survey in February 1993.
 FA5170.No horizontal observational check was made to the station.
 FA5170
 FA5170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5170
 FA5170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5170
 FA5170.The geoid height was determined by GEOID03.
 FA5170
 FA5170;                    North         East     Units Scale Factor Converg.
 FA5170;SPC NC       -   247,279.553   388,248.175   MT  0.99994767   -1 24 58.9
 FA5170;SPC NC       -   811,283.00  1,273,777.55   sFT  0.99994767   -1 24 58.9
 FA5170;UTM  17      - 3,978,988.220   459,060.159   MT  0.99962065   -0 15 59.6
 FA5170
 FA5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5170!SPC NC       -   0.99994931  x   0.99994767  =   0.99989698
 FA5170!UTM  17      -   0.99994931  x   0.99962065  =   0.99956998
 FA5170
 FA5170                          SUPERSEDED SURVEY CONTROL
 FA5170
 FA5170  NGVD 29 (02/04/93)  355.7    (m)         1167.     (f) H LEVEL     3  
 FA5170
 FA5170.Superseded values are not recommended for survey control.
 FA5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5170.See file dsdata.txt to determine how the superseded data were derived.
 FA5170
 FA5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5906078988(NAD 83)
 FA5170_MARKER: DZ = AZIMUTH MARK DISK
 FA5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5170_SP_SET: CONCRETE POST
 FA5170_STAMPING: BLUE CREEK 1988
 FA5170_MARK LOGO: NCGS  
 FA5170_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5170+STABILITY: SURFACE MOTION
 FA5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5170+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2007
 FA5170
 FA5170  HISTORY     - Date     Condition        Report By
 FA5170  HISTORY     - 1988     MONUMENTED       NCGS
 FA5170  HISTORY     - 20070916 GOOD             GEOCAC
 FA5170
 FA5170                          STATION DESCRIPTION
 FA5170
 FA5170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5170'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF LENOIR.
 FA5170'ALONG NC 18 FOR 6.4 KM (4.0 MI) SOUTHWEST FROM SR 1552 (GRANDIN ROAD)
 FA5170'(AT KINGS CREEK SCHOOL), OR 0.6 KM (0.4 MI) NORTHEAST OF CEDER ROCK
 FA5170'COUNTRY CLUB ENTRANCE, ON PROLONGATION OF THE CENTERLINE OF A GRAVEL
 FA5170'ROAD NORTH.
 FA5170'MARK IS FLUSH WITH GROUND SURFACE AND 3 FEET LOWER THAN THE HIGHWAY.
 FA5170'LOCATED 29.8 FT (9.1 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 50.5
 FA5170'FT (15.4 M) SOUTHWEST OF CENTER OF HEADWALL ON SOUTH SIDE OF
 FA5170'HIGHWAY--AND 147.5 FT (45.0 M) EAST-NORTHEAST OF BRACE POLE, 40.0 FT
 FA5170'(12.2 M) NORTHWEST OF A 10 INCH POPLAR TREE--BOTH WITH REFERENCE
 FA5170'TAGS.
 FA5170
 FA5170                          STATION RECOVERY (2007)
 FA5170
 FA5170'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FA5170'NOW RECESSED 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8570 ***********************************************************************
 DF8570  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8570  DESIGNATION -  BLUE KNOB
 DF8570  PID         -  DF8570
 DF8570  STATE/COUNTY-  NC/WATAUGA
 DF8570  USGS QUAD   -  DEEP GAP (1998)
 DF8570
 DF8570                         *CURRENT SURVEY CONTROL
 DF8570  ___________________________________________________________________
 DF8570* NAD 83(2007)-  36 11 03.35419(N)    081 35 04.87291(W)     ADJUSTED  
 DF8570* NAVD 88     -      1002.14   (meters)    3287.9    (feet)  GPS OBS   
 DF8570  ___________________________________________________________________
 DF8570  EPOCH DATE  -        2002.00
 DF8570  X           -     754,382.546 (meters)                     COMP
 DF8570  Y           -  -5,099,237.842 (meters)                     COMP
 DF8570  Z           -   3,745,286.627 (meters)                     COMP
 DF8570  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 DF8570  ELLIP HEIGHT-         970.549 (meters)          (02/10/07) ADJUSTED
 DF8570  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DF8570
 DF8570  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8570  Type    PID    Designation                      North   East  Ellip
 DF8570  -------------------------------------------------------------------
 DF8570  NETWORK DF8570 BLUE KNOB                         0.59   0.47   0.98
 DF8570  -------------------------------------------------------------------
 DF8570
 DF8570.The horizontal coordinates were established by GPS observations
 DF8570.and adjusted by the National Geodetic Survey in February 2007.
 DF8570
 DF8570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8570.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8570.The horizontal coordinates are valid at the epoch date displayed above.
 DF8570.The epoch date for horizontal control is a decimal equivalence
 DF8570.of Year/Month/Day.
 DF8570
 DF8570.The orthometric height was determined by GPS observations and a
 DF8570.high-resolution geoid model.
 DF8570.The orthometric height was determined by GPS observations and a
 DF8570.high-resolution geoid model using precise GPS observation and
 DF8570.processing techniques.
 DF8570
 DF8570.Photographs are available for this station.
 DF8570
 DF8570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8570
 DF8570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8570
 DF8570.The ellipsoidal height was determined by GPS observations
 DF8570.and is referenced to NAD 83.
 DF8570
 DF8570.The geoid height was determined by GEOID03.
 DF8570
 DF8570;                    North         East     Units Scale Factor Converg.
 DF8570;SPC NC       -   273,073.149   377,124.776   MT  1.00000496   -1 29 30.5
 DF8570;SPC NC       -   895,907.49  1,237,283.54   sFT  1.00000496   -1 29 30.5
 DF8570;UTM  17      - 4,004,544.830   447,426.141   MT  0.99963406   -0 20 42.7
 DF8570
 DF8570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8570!SPC NC       -   0.99984770  x   1.00000496  =   0.99985266
 DF8570!UTM  17      -   0.99984770  x   0.99963406  =   0.99948181
 DF8570
 DF8570                          SUPERSEDED SURVEY CONTROL
 DF8570
 DF8570  NAD 83(1986)-  36 11 03.36496(N)    081 35 04.87920(W) AD(       ) 1
 DF8570  NAD 83(2001)-  36 11 03.35443(N)    081 35 04.87295(W) AD(       ) 1
 DF8570  ELLIP H (10/17/03)  970.544  (m)                       GP(       ) 4 2
 DF8570
 DF8570.Superseded values are not recommended for survey control.
 DF8570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8570.See file dsdata.txt to determine how the superseded data were derived.
 DF8570
 DF8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4742604545(NAD 83)
 DF8570_MARKER: DD = SURVEY DISK
 DF8570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8570_STAMPING: BLUE KNOB 2003
 DF8570_MARK LOGO: NGS   
 DF8570_PROJECTION: RECESSED 3 CENTIMETERS
 DF8570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8570+STABILITY: SURFACE MOTION
 DF8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8570+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DF8570
 DF8570  HISTORY     - Date     Condition        Report By
 DF8570  HISTORY     - 20021122 MONUMENTED       GEOMET
 DF8570  HISTORY     - 20071014 GOOD             GEOCAC
 DF8570
 DF8570                          STATION DESCRIPTION
 DF8570
 DF8570'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 DF8570'THE STATION IS LOCATED IN SOUTHEASTERN WATAUGA COUNTY, NORTH
 DF8570'CAROLINA, ABOUT 9.7 KM (6 MILES) NORTHEAST FROM BLOWING ROCK, 9.7 KM
 DF8570'(6 MILES) SOUTHEAST FROM BOONE, AND 12.9 KM (5 MILES) SOUTHWEST OF
 DF8570'DEEP GAP.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 DF8570'421-221 AND NC STATE HIGHWAY 194 IN EASTERN BOONE, GO EAST ON US
 DF8570'HIGHWAYS 421-221 FOR 1.9 KM (1.2 MILES) TO AN INTERSECTION.  TURN
 DF8570'RIGHT AND GO SOUTH ON STATE ROUTE 1514 (BAMBOO ROAD) FOR 5.1 KM (3.2
 DF8570'MILES) TO AN INTERSECTION.  TURN LEFT AND GO EAST ON STATE ROUTE 1511
 DF8570'(LITTLE LAUREL ROAD) FOR 2.7 KM (1.7 MILES) TO THE STATION ON THE
 DF8570'LEFT.  THE STATION IS 47.0 METERS (154.3 FEET) NORTHWEST (MAGNETIC
 DF8570'BEARING OF 300 DEGREES) FROM A TELEPHONE PEDESTAL NUMBERED 65, 43.8
 DF8570'METERS (143.6 FEET) NORTHWEST (MAGNETIC BEARING OF 290 DEGREES) FROM
 DF8570'THE CENTERLINE OF THE INTERSECTION OF STATE ROUTE 1511 AND A DRIVEWAY
 DF8570'TO HOUSE NUMBERED 1821 LITTLE LAUREL ROAD, 37.9 METERS (124.4 FEET)
 DF8570'NORTHWEST (MAGNETIC BEARING OF 280 DEGREES) FROM A MAILBOX POST
 DF8570'NUMBERED 1821, 0.3 METER (1.1 FEET) SOUTH (MAGNETIC BEARING OF 180
 DF8570'DEGREES) FROM AN NCGS REFERENCE TAG IN A FENCE POST, AND 0.2 METER
 DF8570'(0.8 FOOT) SOUTHWEST (MAGNETIC BEARING OF 185 DEGREES) FROM AN NGS
 DF8570'WITNESS POST. THE STATION IS A STANDARD NGS BRASS DISK SET INTO A 12
 DF8570'INCH DIAMETER CONCRETE MONUMENT 36 INCHES DEEP. IT IS RECESSED ONE
 DF8570'INCH BELOW THE GROUND SURFACE AND STAMPED BLUE KNOB 2003.
 DF8570
 DF8570                          STATION RECOVERY (2007)
 DF8570
 DF8570'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 DF8570'RECOVERED IN GOOD CONDITION. TO REACH FROM THE BOONES TRACE PARKING
 DF8570'AREA ON THE BLUE RIDGE PARKWAY, GO SOUTH ON THE PARKWAY TO MILE MARKER
 DF8570'285.6. TURN RIGHT ON AN UNNAMED CONNECTOR, AND THEN RIGHT ON LITTLE
 DF8570'LAUREL ROAD. GO UNDER THE PARKWAY AND PROCEED 1.6 MILES TO STATION ON
 DF8570'LEFT, AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2512 ***********************************************************************
 FB2512  DESIGNATION -  BLUE RIDGE
 FB2512  PID         -  FB2512
 FB2512  STATE/COUNTY-  NC/JACKSON
 FB2512  USGS QUAD   -  HAZELWOOD (1990)
 FB2512
 FB2512                         *CURRENT SURVEY CONTROL
 FB2512  ___________________________________________________________________
 FB2512* NAD 83(2007)-  35 22 51.38377(N)    083 01 49.05699(W)     ADJUSTED  
 FB2512* NAVD 88     -      1716.9    (meters)    5633.     (feet)  VERTCON   
 FB2512  ___________________________________________________________________
 FB2512  EPOCH DATE  -        2002.00
 FB2512  X           -     631,895.332 (meters)                     COMP
 FB2512  Y           -  -5,168,966.707 (meters)                     COMP
 FB2512  Z           -   3,673,383.491 (meters)                     COMP
 FB2512  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 FB2512  ELLIP HEIGHT-        1688.361 (meters)          (02/10/07) ADJUSTED
 FB2512  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 FB2512
 FB2512  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2512  Type    PID    Designation                      North   East  Ellip
 FB2512  -------------------------------------------------------------------
 FB2512  NETWORK FB2512 BLUE RIDGE                        0.51   0.41   1.16
 FB2512  -------------------------------------------------------------------
 FB2512
 FB2512.The horizontal coordinates were established by GPS observations
 FB2512.and adjusted by the National Geodetic Survey in February 2007.
 FB2512
 FB2512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2512.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2512.The horizontal coordinates are valid at the epoch date displayed above.
 FB2512.The epoch date for horizontal control is a decimal equivalence
 FB2512.of Year/Month/Day.
 FB2512
 FB2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2512
 FB2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2512
 FB2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2512
 FB2512.The ellipsoidal height was determined by GPS observations
 FB2512.and is referenced to NAD 83.
 FB2512
 FB2512.The geoid height was determined by GEOID03.
 FB2512
 FB2512;                    North         East     Units Scale Factor Converg.
 FB2512;SPC NC       -   188,352.252   243,542.652   MT  0.99987512   -2 19 34.2
 FB2512;SPC NC       -   617,952.35    799,022.85   sFT  0.99987512   -2 19 34.2
 FB2512;UTM  17      - 3,917,181.537   315,582.239   MT  1.00001914   -1 10 33.2
 FB2512
 FB2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2512!SPC NC       -   0.99973506  x   0.99987512  =   0.99961022
 FB2512!UTM  17      -   0.99973506  x   1.00001914  =   0.99975420
 FB2512
 FB2512:                Primary Azimuth Mark                     Grid Az
 FB2512:SPC NC       -  LYN LOWRY                                324 34 23.5
 FB2512:UTM  17      -  LYN LOWRY                                323 25 22.5
 FB2512
 FB2512|---------------------------------------------------------------------|
 FB2512| PID    Reference Object                     Distance      Geod. Az  |
 FB2512|                                                           dddmmss.s |
 FB2512| FB2519 LYN LOWRY                           APPROX.11.7 KM 3221449.3 |
 FB2512|---------------------------------------------------------------------|
 FB2512
 FB2512                          SUPERSEDED SURVEY CONTROL
 FB2512
 FB2512  NAD 83(2001)-  35 22 51.38366(N)    083 01 49.05716(W) AD(       ) 1
 FB2512  ELLIP H (03/13/03) 1688.358  (m)                       GP(       ) 4 2
 FB2512  NAD 83(1995)-  35 22 51.38380(N)    083 01 49.05699(W) AD(       ) 1
 FB2512  NAD 83(1986)-  35 22 51.39107(N)    083 01 49.05663(W) AD(       ) 1
 FB2512  NAD 83(1986)-  35 22 51.39107(N)    083 01 49.05663(W) AD(       ) 2
 FB2512  NAD 27      -  35 22 51.01538(N)    083 01 49.56761(W) AD(       ) 2
 FB2512  NGVD 29 (11/28/97) 1716.8    (m)         5633.     (f) GPS OBS     3  
 FB2512
 FB2512.Superseded values are not recommended for survey control.
 FB2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2512.See file dsdata.txt to determine how the superseded data were derived.
 FB2512
 FB2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1558217182(NAD 83)
 FB2512_MARKER: DE = TRAVERSE STATION DISK
 FB2512_SETTING: 66 = SET IN ROCK OUTCROP
 FB2512_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB2512_STAMPING: BLUE RIDGE 1977
 FB2512_MARK LOGO: NCGS  
 FB2512_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2512+STABILITY: POSITION/ELEVATION WELL
 FB2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2512+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1994
 FB2512
 FB2512  HISTORY     - Date     Condition        Report By
 FB2512  HISTORY     - 1977     MONUMENTED       NCGS
 FB2512  HISTORY     - 1980     GOOD             NCGS
 FB2512  HISTORY     - 19920727 GOOD             NCGS
 FB2512  HISTORY     - 19940528 GOOD             USPSQD
 FB2512  HISTORY     - 19940906 GOOD             NCGS
 FB2512
 FB2512                          STATION DESCRIPTION
 FB2512
 FB2512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB2512'THE STATION IS LOCATED ALONG THE BLUE RIDGE PARKWAY AT THE ROAD SUMMIT
 FB2512'OF OLD BALD RIDGE BETWEEN THE 434 AND 435 MILE MARKERS AND
 FB2512'APPROXIMATELY 8.0 MILES SOUTH-SOUTHWEST OF WAYNESVILLE.
 FB2512'
 FB2512'TO REACH THE STATION FROM THE BLUE RIDGE PARKWAY OVERPASS OF US 19A-23
 FB2512'AT BALSAM GAP, PROCEED SOUTHEAST ALONG THE BLUE RIDGE PARKWAY FOR 7.9
 FB2512'MILES TO THE 435 MILE POST, THENCE SOUTHEAST ALONG PARKWAY FOR 0.75
 FB2512'MILE TO TOP OF RISE AND STATION ON RIGHT AT TOP OF CUT APPROXIMATELY
 FB2512'40 FEET ABOVE THE ROAD DRILLED NEAR CENTER OF 2 FOOT ROCK OUTCROP AND
 FB2512'0.25 MILE NORTHWEST OF 434 MILE POST.
 FB2512'
 FB2512'STATION IS A STANDARD DISK STAMPED---BLUE RIDGE 1977---, SET FLUSH IN
 FB2512'DRILL HOLE.  THE MARK IS APPROXIMATELY 75 FEET SOUTHWEST OF CENTERLINE
 FB2512'OF BLUE RIDGE PARKWAY, 45.5 FEET NORTHWEST OF THE CENTERLINE OF DIM
 FB2512'ROAD, 85.6 FEET NORTHWEST OF A 30 INCH OAK WITH REFERENCE TAG AND 62.0
 FB2512'FEET NORTH OF A 30 INCH DEAD OAK WITH REFERENCE TAG.
 FB2512
 FB2512                          STATION RECOVERY (1980)
 FB2512
 FB2512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2512'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FB2512
 FB2512                          STATION RECOVERY (1992)
 FB2512
 FB2512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2512'RECOVERED AS DESCRIBED.  MARK IS ABOUT 150 FEET WEST OF A BOULDER PILE
 FB2512'BLOCKING A WOODS ROAD. LOCATED 87.0 FT (26.5 M) WEST-NORTHWEST OF A
 FB2512'30-INCH OAK SNAG--AND 21.7 FT (6.6 M) NORTHEAST OF A 6-INCH BLACK OAK,
 FB2512'24.8 FT (7.6 M) EAST-SOUTHEAST OF A 6-INCH MAPLE--BOTH WITH REFERENCE
 FB2512'TAGS.
 FB2512
 FB2512                          STATION RECOVERY (1994)
 FB2512
 FB2512'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2512'RECOVERED IN GOOD CONDITION.
 FB2512
 FB2512                          STATION RECOVERY (1994)
 FB2512
 FB2512'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB2512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2732 ***********************************************************************
 FB2732  DESIGNATION -  BLUE RIDGE
 FB2732  PID         -  FB2732
 FB2732  STATE/COUNTY-  NC/BUNCOMBE
 FB2732  USGS QUAD   -  OTEEN (1990)
 FB2732
 FB2732                         *CURRENT SURVEY CONTROL
 FB2732  ___________________________________________________________________
 FB2732* NAD 83(2001)-  35 35 11.04863(N)    082 28 51.69899(W)     ADJUSTED  
 FB2732* NAVD 88     -       657.364  (meters)    2156.70   (feet)  ADJUSTED  
 FB2732  ___________________________________________________________________
 FB2732  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 FB2732  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 FB2732  DYNAMIC HT  -         656.698 (meters)    2154.52  (feet)  COMP
 FB2732  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 FB2732
 FB2732  HORZ ORDER  -  SECOND
 FB2732  VERT ORDER  -  SECOND    CLASS I
 FB2732
 FB2732.The horizontal coordinates were established by classical geodetic methods
 FB2732.and adjusted by the National Geodetic Survey in August 2005.
 FB2732
 FB2732.The orthometric height was determined by differential leveling
 FB2732.and adjusted in July 1998.
 FB2732
 FB2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2732
 FB2732.The geoid height was determined by GEOID03.
 FB2732
 FB2732.The dynamic height is computed by dividing the NAVD 88
 FB2732.geopotential number by the normal gravity value computed on the
 FB2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2732.degrees latitude (g = 980.6199 gals.).
 FB2732
 FB2732.The modeled gravity was interpolated from observed gravity values.
 FB2732
 FB2732;                    North         East     Units Scale Factor Converg.
 FB2732;SPC NC       -   209,244.015   294,207.765   MT  0.99988959   -2 00 32.9
 FB2732;SPC NC       -   686,494.74    965,246.64   sFT  0.99988959   -2 00 32.9
 FB2732;UTM  17      - 3,939,085.327   365,820.151   MT  0.99982187   -0 51 43.1
 FB2732
 FB2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2732!SPC NC       -   0.99990152  x   0.99988959  =   0.99979112
 FB2732!UTM  17      -   0.99990152  x   0.99982187  =   0.99972341
 FB2732
 FB2732:                Primary Azimuth Mark                     Grid Az
 FB2732:SPC NC       -  HARD ROCK                                091 15 21.0
 FB2732:UTM  17      -  HARD ROCK                                090 06 31.2
 FB2732
 FB2732|---------------------------------------------------------------------|
 FB2732| PID    Reference Object                     Distance      Geod. Az  |
 FB2732|                                                           dddmmss.s |
 FB2732| FB2731 HARD ROCK                           459.971 METERS 0891448.1 |
 FB2732| FB2721 OTEEN                               401.913 METERS 2842327.4 |
 FB2732|---------------------------------------------------------------------|
 FB2732
 FB2732                          SUPERSEDED SURVEY CONTROL
 FB2732
 FB2732  NAD 83(1995)-  35 35 11.05063(N)    082 28 51.69911(W) AD(       ) 2
 FB2732  NAD 83(1986)-  35 35 11.05610(N)    082 28 51.69773(W) AD(       ) 2
 FB2732  NAD 27      -  35 35 10.65100(N)    082 28 52.24468(W) AD(       ) 2
 FB2732  NGVD 29 (07/19/86)  657.5    (m)         2157.     (f) VERT ANG    3  
 FB2732
 FB2732.Superseded values are not recommended for survey control.
 FB2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2732.See file dsdata.txt to determine how the superseded data were derived.
 FB2732
 FB2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6582039085(NAD 83)
 FB2732_MARKER: DE = TRAVERSE STATION DISK
 FB2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2732_STAMPING: BLUE RIDGE 1973
 FB2732_MARK LOGO: NCGS  
 FB2732_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2732+STABILITY: SURFACE MOTION
 FB2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2732+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1998
 FB2732
 FB2732  HISTORY     - Date     Condition        Report By
 FB2732  HISTORY     - 1973     MONUMENTED       NCGS
 FB2732  HISTORY     - 1981     GOOD             NCGS
 FB2732  HISTORY     - 19980225 GOOD             NCGS
 FB2732
 FB2732                          STATION DESCRIPTION
 FB2732
 FB2732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB2732'BLUE RIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB2732'IN THE VICINITY OF OTEEN, NORTH CAROLINA.
 FB2732'
 FB2732'BLUE RIDGE IS LOCATED IN EAST SECTION OF OTEEN.  TO REACH STATION
 FB2732'FROM INTERSECTION OF U.S. 70 AND ENTRANCE ROAD TO THE VETERANS
 FB2732'HOSPITAL IN CENTER OF OTEEN, PROCEED EAST ALONG U.S. 70 FOR 0.25
 FB2732'MILE TO STATION ON RIGHT ON PROJECTION OF LINE OF BLUE RIDGE
 FB2732'PARKWAY SIGN POSTS.  0.1 MILE WEST OF U.S. 70 UNDERPASS OF THE
 FB2732'PARKWAY.
 FB2732'
 FB2732'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2732'BLUE RIDGE 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2732'WHICH IS 1 INCH BELOW THE GROUND.
 FB2732'
 FB2732'MARK IS 18.3 FT SSW OF THE SOUTH CURB OF U.S. 70
 FB2732'
 FB2732'3.7 FT SSW OF THE SOUTHERNMOST POST OF BLUE RIDGE PARKWAY SIGN
 FB2732'WITH ALUMINUM REF. TAG
 FB2732'
 FB2732'11.3 FT ENE OF TWIN 6 IN POST OAK TREE WITH ALUMINUM REF. TAG
 FB2732'
 FB2732'30.4 FT WNW OF AN 8 IN MAPLE WITH ALUMINUM REF. TAG
 FB2732
 FB2732                          STATION RECOVERY (1981)
 FB2732
 FB2732'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2732'THE STATION WAS RECOVERED AT THIS DATE.
 FB2732'THE MARK WAS FOUND IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH
 FB2732'THE FOLLOWING CHANGES.
 FB2732'
 FB2732'THE MARK IS 22.2 FEET NORTHEAST OF A 5 INCH WHITE PINE, 86.4 FEET
 FB2732'EAST OF A 24 INCH WHITE OAK AND 131.0 FEET EAST-SOUTHEAST OF A
 FB2732'POWER POLE WITH REFERENCE TAG. THE 6 INCH POST OAK AND SOUTH POST
 FB2732'OF SIGN ARE GONE.
 FB2732
 FB2732                          STATION RECOVERY (1998)
 FB2732
 FB2732'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB2732'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE MARK IS 30.0
 FB2732'FT (9.1 M) NORTHWEST OF A 24-INCH MAPLE, 22.0 FT (6.7 M) NORTHEAST OF
 FB2732'A 2O-INCH WHITE PINE, AND 86.0 FT (26.2 M) EAST-NORTHEAST OF A WHITE
 FB2732'OAK--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5115 ***********************************************************************
 EZ5115  DESIGNATION -  BLUE RIDGE
 EZ5115  PID         -  EZ5115
 EZ5115  STATE/COUNTY-  NC/WAKE
 EZ5115  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5115
 EZ5115                         *CURRENT SURVEY CONTROL
 EZ5115  ___________________________________________________________________
 EZ5115* NAD 83(2001)-  35 49 34.51971(N)    078 41 39.77592(W)     ADJUSTED  
 EZ5115* NAVD 88     -       122.6    (meters)     402.     (feet)  VERTCON   
 EZ5115  ___________________________________________________________________
 EZ5115  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 EZ5115  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 EZ5115  HORZ ORDER  -  SECOND
 EZ5115
 EZ5115.The horizontal coordinates were established by classical geodetic methods
 EZ5115.and adjusted by the National Geodetic Survey in August 2005.
 EZ5115
 EZ5115.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5115
 EZ5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5115
 EZ5115.The geoid height was determined by GEOID03.
 EZ5115
 EZ5115;                    North         East     Units Scale Factor Converg.
 EZ5115;SPC NC       -   230,366.148   637,214.987   MT  0.99992275   +0 10 35.0
 EZ5115;SPC NC       -   755,792.94  2,090,596.17   sFT  0.99992275   +0 10 35.0
 EZ5115;UTM  17      - 3,967,131.526   708,272.549   MT  1.00013454   +1 21 00.1
 EZ5115
 EZ5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5115!SPC NC       -   0.99998586  x   0.99992275  =   0.99990862
 EZ5115!UTM  17      -   0.99998586  x   1.00013454  =   1.00012040
 EZ5115
 EZ5115:                Primary Azimuth Mark                     Grid Az
 EZ5115:SPC NC       -  MEREDITH                                 174 48 01.9
 EZ5115:UTM  17      -  MEREDITH                                 173 37 36.8
 EZ5115
 EZ5115|---------------------------------------------------------------------|
 EZ5115| PID    Reference Object                     Distance      Geod. Az  |
 EZ5115|                                                           dddmmss.s |
 EZ5115| EZ5133 MEREDITH                            APPROX. 2.9 KM 1745836.9 |
 EZ5115| EZ5172 PAULS                               322.768 METERS 24803     |
 EZ5115|---------------------------------------------------------------------|
 EZ5115
 EZ5115                          SUPERSEDED SURVEY CONTROL
 EZ5115
 EZ5115  NAD 83(1986)-  35 49 34.52282(N)    078 41 39.78721(W) AD(       ) 2
 EZ5115  NAD 27      -  35 49 33.98526(N)    078 41 40.77209(W) AD(       ) 2
 EZ5115  NGVD 29 (07/19/86)  122.9    (m)          403.     (f) VERT ANG    3  
 EZ5115
 EZ5115.Superseded values are not recommended for survey control.
 EZ5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5115.See file dsdata.txt to determine how the superseded data were derived.
 EZ5115
 EZ5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0827367132(NAD 83)
 EZ5115_STAMPING: BLUE RIDGE 1961
 EZ5115_MARK LOGO: NCGS  
 EZ5115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5115+STABILITY: SURFACE MOTION
 EZ5115
 EZ5115  HISTORY     - Date     Condition        Report By
 EZ5115  HISTORY     - 1961     FIRST OBSERVED   NCGS
 EZ5115  HISTORY     - 1973     GOOD             NCGS
 EZ5115  HISTORY     - 19860301 SEE DESCRIPTION  NCGS
 EZ5115  HISTORY     - 20040523 MARK NOT FOUND   USPSQD
 EZ5115  HISTORY     - 20050913 MARK NOT FOUND   USPSQD
 EZ5115
 EZ5115                          STATION DESCRIPTION
 EZ5115
 EZ5115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5115'BLUE RIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 EZ5115'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5115'
 EZ5115'BLUE RIDGE IS 4.65 MILES WNW OF RALEIGH.  PROCEED W ON
 EZ5115'HILLSBORO STREET 4.0 MILES, TURN RIGHT ON PRISON FARM
 EZ5115'RD. (SR 1664), GO 1.9 MILES TO TYSONVILLE, BEAR RIGHT ON
 EZ5115'BLUE RIDGE ROAD (SR 1670) AND GO 0.7 MILES TO STATION JUST
 EZ5115'E OF POWER LINE ON S SIDE OF ROAD.
 EZ5115'
 EZ5115'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5115'BLUE RIDGE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ5115'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5115'
 EZ5115'MARK IS
 EZ5115'
 EZ5115'3.1 FT NW OF TP 17 WITH ALUMINUM REF. TAG
 EZ5115'
 EZ5115'57.4 FT NNE OF PP 360 WITH ALUMINUM REF. TAG (MOST EASTERN POLE)
 EZ5115'
 EZ5115'62.7 FT NE OF PP WITH ALUMINUM REF. TAG (MOST WESTERN POLE)
 EZ5115'
 EZ5115'35.1 FT SE OF C/L OF BLUE RIDGE RD.
 EZ5115
 EZ5115                          STATION RECOVERY (1973)
 EZ5115
 EZ5115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ5115'GOOD AS DESCRIBED.
 EZ5115
 EZ5115                          STATION RECOVERY (1986)
 EZ5115
 EZ5115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5115'MARK NOT FOUND.  AN EDM MEASUREMENT WAS MADE FROM STATION--PAULS--.
 EZ5115'MARK APPEARS TO HAVE BEEN DESTROYED BY DRIVEWAY AND SIDEWALK
 EZ5115'CONSTRUCTION.
 EZ5115
 EZ5115                          STATION RECOVERY (2004)
 EZ5115
 EZ5115'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ5115'MARK NOT FOUND.
 EZ5115
 EZ5115                          STATION RECOVERY (2005)
 EZ5115
 EZ5115'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ5115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5365 ***********************************************************************
 FA5365  DESIGNATION -  BLUE RIDGE
 FA5365  PID         -  FA5365
 FA5365  STATE/COUNTY-  NC/ALEXANDER
 FA5365  USGS QUAD   -  TAYLORSVILLE (1970)
 FA5365
 FA5365                         *CURRENT SURVEY CONTROL
 FA5365  ___________________________________________________________________
 FA5365* NAD 83(2007)-  35 55 29.75972(N)    081 10 33.85284(W)     ADJUSTED  
 FA5365* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 FA5365  ___________________________________________________________________
 FA5365  EPOCH DATE  -        2002.00
 FA5365  X           -     793,249.561 (meters)                     COMP
 FA5365  Y           -  -5,109,963.078 (meters)                     COMP
 FA5365  Z           -   3,721,650.460 (meters)                     COMP
 FA5365  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FA5365  ELLIP HEIGHT-         341.758 (meters)          (02/10/07) ADJUSTED
 FA5365  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 FA5365
 FA5365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5365  Type    PID    Designation                      North   East  Ellip
 FA5365  -------------------------------------------------------------------
 FA5365  NETWORK FA5365 BLUE RIDGE                        0.80   0.78   2.31
 FA5365  -------------------------------------------------------------------
 FA5365
 FA5365.The horizontal coordinates were established by GPS observations
 FA5365.and adjusted by the National Geodetic Survey in February 2007.
 FA5365
 FA5365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5365.The horizontal coordinates are valid at the epoch date displayed above.
 FA5365.The epoch date for horizontal control is a decimal equivalence
 FA5365.of Year/Month/Day.
 FA5365
 FA5365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5365
 FA5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5365
 FA5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5365
 FA5365.The ellipsoidal height was determined by GPS observations
 FA5365.and is referenced to NAD 83.
 FA5365
 FA5365.The geoid height was determined by GEOID03.
 FA5365
 FA5365;                    North         East     Units Scale Factor Converg.
 FA5365;SPC NC       -   243,424.127   413,240.146   MT  0.99994149   -1 15 21.5
 FA5365;SPC NC       -   798,633.99  1,355,772.05   sFT  0.99994149   -1 15 21.5
 FA5365;UTM  17      - 3,975,636.826   484,116.175   MT  0.99960311   -0 06 11.9
 FA5365
 FA5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5365!SPC NC       -   0.99994636  x   0.99994149  =   0.99988786
 FA5365!UTM  17      -   0.99994636  x   0.99960311  =   0.99954949
 FA5365
 FA5365|---------------------------------------------------------------------|
 FA5365| PID    Reference Object                     Distance      Geod. Az  |
 FA5365|                                                           dddmmss.s |
 FA5365| FA5411 TAYLORSVILLE RESET                  299.443 METERS 16701     |
 FA5365|---------------------------------------------------------------------|
 FA5365
 FA5365                          SUPERSEDED SURVEY CONTROL
 FA5365
 FA5365  NAD 83(2001)-  35 55 29.75992(N)    081 10 33.85277(W) AD(       ) 1
 FA5365  ELLIP H (03/13/03)  341.748  (m)                       GP(       ) 4 2
 FA5365  NAD 83(1986)-  35 55 29.76604(N)    081 10 33.85772(W) AD(       ) 1
 FA5365  NGVD 29 (11/04/93)  374.6    (m)         1229.     (f) GPS OBS     3  
 FA5365
 FA5365.Superseded values are not recommended for survey control.
 FA5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5365.See file dsdata.txt to determine how the superseded data were derived.
 FA5365
 FA5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8411675637(NAD 83)
 FA5365_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5365_SP_SET: CONCRETE POST
 FA5365_STAMPING: BLUE RIDGE 1991
 FA5365_MARK LOGO: NCGS  
 FA5365_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5365+STABILITY: SURFACE MOTION
 FA5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5365+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5365
 FA5365  HISTORY     - Date     Condition        Report By
 FA5365  HISTORY     - 1991     MONUMENTED       NCGS
 FA5365  HISTORY     - 20060511 GOOD             GEOCAC
 FA5365
 FA5365                          STATION DESCRIPTION
 FA5365
 FA5365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5365'STATION IS LOCATED IN TAYLORSVILLE AT THE INTERSECTION OF NORTH CENTER
 FA5365'STREET AND SECOND AVENUE NORTHWEST, ON THE SOUTHEAST SIDE OF THE
 FA5365'T-INTERSECTION AND IN THE NORTHWEST CORNER OF BLUE RIDGE BANK YARD.
 FA5365'MARK IS ABOUT LEVEL WITH THE STREET AND RECESSED 1 INCH BELOW THE
 FA5365'GROUND. LOCATED 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF NORTH
 FA5365'CENTER STREET, 21.5 FT (6.6 M) SOUTH OF THE CENTERLINE OF DRIVE ON
 FA5365'SECOND AVE NORTHWEST, 163.5 FT (49.8 M) WEST OF THE CENTERLINE OF
 FA5365'DRIVE ON SECOND AVE TO BLUE RIDGE BANK, 50.9 FT (15.5 M) SOUTHEAST OF
 FA5365'A MANHOLE COVER, AND 16.4 FT (5.0 M) EAST-NORTHEAST OF A POWER POLE
 FA5365'WITH A REFERENCE TAG.
 FA5365
 FA5365                          STATION RECOVERY (2006)
 FA5365
 FA5365'RECOVERY NOTE BY GEOCACHING 2006 (JNM)
 FA5365'BANK IS NOW FIRST COMMUNITY BANK, OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1948 ***********************************************************************
 FZ1948  DESIGNATION -  BLUE RIDGE NPS KIE 22 MAST
 FZ1948  PID         -  FZ1948
 FZ1948  STATE/COUNTY-  NC/WILKES
 FZ1948  USGS QUAD   -  WHITEHEAD (1998)
 FZ1948
 FZ1948                         *CURRENT SURVEY CONTROL
 FZ1948  ___________________________________________________________________
 FZ1948* NAD 83(2001)-  36 23 22.81446(N)    081 12 07.64054(W)     ADJUSTED  
 FZ1948* NAVD 88     -              **(meters)            **(feet)            
 FZ1948  ___________________________________________________________________
 FZ1948  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 FZ1948  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FZ1948  HORZ ORDER  -  THIRD
 FZ1948
 FZ1948.The horizontal coordinates were established by classical geodetic methods
 FZ1948.and adjusted by the National Geodetic Survey in August 2005.
 FZ1948
 FZ1948
 FZ1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1948
 FZ1948.The geoid height was determined by GEOID03.
 FZ1948
 FZ1948;                    North         East     Units Scale Factor Converg.
 FZ1948;SPC NC       -   295,031.446   412,033.523   MT  1.00006988   -1 16 15.6
 FZ1948;SPC NC       -   967,949.00  1,351,813.32   sFT  1.00006988   -1 16 15.6
 FZ1948;UTM  17      - 4,027,189.006   481,873.220   MT  0.99960405   -0 07 11.7
 FZ1948
 FZ1948                          SUPERSEDED SURVEY CONTROL
 FZ1948
 FZ1948  NAD 83(1995)-  36 23 22.81522(N)    081 12 07.64238(W) AD(       ) 4
 FZ1948  NAD 83(1993)-  36 23 22.81956(N)    081 12 07.64664(W) AD(       ) 4
 FZ1948  NAD 83(1986)-  36 23 22.82069(N)    081 12 07.64963(W) AD(       ) 4
 FZ1948  NAD 27      -  36 23 22.35000(N)    081 12 08.33300(W) AD(       ) 3
 FZ1948
 FZ1948.Superseded values are not recommended for survey control.
 FZ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1948.See file dsdata.txt to determine how the superseded data were derived.
 FZ1948
 FZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8187327189(NAD 83)
 FZ1948_MARKER: 42 = RADIO/TV MAST
 FZ1948
 FZ1948  HISTORY     - Date     Condition        Report By
 FZ1948  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1948
 FZ1948                          STATION DESCRIPTION
 FZ1948
 FZ1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1948'STATION IS LOCATED ALONG THE BLUE RIDGE PARKWAY, 17-1/2 MILES
 FZ1948'NORTH OF NORTH WILKESBORO AND 0.3 MILE WEST OF THE BASIN COVES
 FZ1948'VIEW POINT.  IT IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES
 FZ1948'ABOUT 70 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO
 FZ1948'TRIANGULATION STATION PARKWAY THE DISTANCE IS 79.2 FEET 24.14
 FZ1948'METERS.
 FZ1948'
 FZ1948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1948'BLUE RIDGE PARKWAY WHICH IS ABOUT 21 MILES NORTH OF NORTH
 FZ1948'WILKESBORO, GO EAST ON BLUE RIDGE PARKWAY FOR 3.0 MILES TO A
 FZ1948'NARROW GRAVEL ROAD LEFT, TURN LEFT AND GO NORTH AND NORTHEAST UP
 FZ1948'HILL FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1949 ***********************************************************************
 FZ1949  DESIGNATION -  BLUE RIDGE NPS KIE 716 E MAST
 FZ1949  PID         -  FZ1949
 FZ1949  STATE/COUNTY-  NC/ALLEGHANY
 FZ1949  USGS QUAD   -  WHITEHEAD (1998)
 FZ1949
 FZ1949                         *CURRENT SURVEY CONTROL
 FZ1949  ___________________________________________________________________
 FZ1949* NAD 83(2001)-  36 22 35.42485(N)    081 13 31.77442(W)     ADJUSTED  
 FZ1949* NAVD 88     -              **(meters)            **(feet)            
 FZ1949  ___________________________________________________________________
 FZ1949  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 FZ1949  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 FZ1949  HORZ ORDER  -  THIRD
 FZ1949
 FZ1949.The horizontal coordinates were established by classical geodetic methods
 FZ1949.and adjusted by the National Geodetic Survey in August 2005.
 FZ1949
 FZ1949
 FZ1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1949
 FZ1949.The geoid height was determined by GEOID03.
 FZ1949
 FZ1949;                    North         East     Units Scale Factor Converg.
 FZ1949;SPC NC       -   293,617.740   409,904.394   MT  1.00006533   -1 17 04.2
 FZ1949;SPC NC       -   963,310.87  1,344,828.00   sFT  1.00006533   -1 17 04.2
 FZ1949;SPC VA S     - 1,008,321.758 3,255,443.975   MT  1.00009369   -1 39 15.0
 FZ1949;SPC VA S     - 3,308,135.63 10,680,569.11   sFT  1.00009369   -1 39 15.0
 FZ1949;UTM  17      - 4,025,733.493   479,773.888   MT  0.99960504   -0 08 01.5
 FZ1949
 FZ1949                          SUPERSEDED SURVEY CONTROL
 FZ1949
 FZ1949  NAD 83(1995)-  36 22 35.42592(N)    081 13 31.77526(W) AD(       ) 4
 FZ1949  NAD 83(1993)-  36 22 35.43022(N)    081 13 31.78018(W) AD(       ) 4
 FZ1949  NAD 83(1986)-  36 22 35.43289(N)    081 13 31.78098(W) AD(       ) 4
 FZ1949  NAD 27      -  36 22 34.96100(N)    081 13 32.46100(W) AD(       ) 3
 FZ1949
 FZ1949.Superseded values are not recommended for survey control.
 FZ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1949.See file dsdata.txt to determine how the superseded data were derived.
 FZ1949
 FZ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7977425733(NAD 83)
 FZ1949_MARKER: 42 = RADIO/TV MAST
 FZ1949
 FZ1949  HISTORY     - Date     Condition        Report By
 FZ1949  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1949
 FZ1949                          STATION DESCRIPTION
 FZ1949
 FZ1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1949'STATION IS LOCATED ON TOP OF LITTLE GRANDFATHER MOUNTAIN ABOUT
 FZ1949'0.9 MILE EAST OF MULBERRY GAP AND 16 MILES NORTHWEST OF NORTH
 FZ1949'WILKESBORO.  STATIONS ARE WOODEN POLES REINFORCED WITH STEEL
 FZ1949'CASING ABOUT 40 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO
 FZ1949'TRIANGULATION STATION MULBERRY 2.  THE DISTANCE TO KIE 716
 FZ1949'MIDDLE MAST IS 113.8 FEET, 34.70 METERS.  DISTANCE TO KIE 716
 FZ1949'WEST MAST IS 40.1 FEET, 12.22 METERS.  DISTANCE TO KIE 716 EAST
 FZ1949'MAST IS 173.6 FEET, 52.92 METERS.
 FZ1949'
 FZ1949'TO REACH THE STATIONS FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1949'BLUE RIDGE PARKWAY AT MULBERRY GAP WHICH IS ABOUT 21 MILES NORTH
 FZ1949'OF NORTH WILKESBORO, GO SOUTH ON HIGHWAY 18 FOR 1.75 MILES TO A
 FZ1949'SIDE WOODS ROAD LEFT (THIS IS ABOUT 0.1 MILE NORTH OF THE
 FZ1949'WILKES-ALLEGHANY COUNTY LINE).  TURN LEFT AND GO EAST UP HILL
 FZ1949'ON WOODS ROAD FOR 1.2 MILES TO THE STATIONS ON THE HIGHEST POINT
 FZ1949'OF MOUNTAIN AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1950 ***********************************************************************
 FZ1950  DESIGNATION -  BLUE RIDGE NPS KIE 716 M MAST
 FZ1950  PID         -  FZ1950
 FZ1950  STATE/COUNTY-  NC/ALLEGHANY
 FZ1950  USGS QUAD   -  WHITEHEAD (1998)
 FZ1950
 FZ1950                         *CURRENT SURVEY CONTROL
 FZ1950  ___________________________________________________________________
 FZ1950* NAD 83(2001)-  36 22 35.45769(N)    081 13 32.58146(W)     ADJUSTED  
 FZ1950* NAVD 88     -              **(meters)            **(feet)            
 FZ1950  ___________________________________________________________________
 FZ1950  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 FZ1950  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 FZ1950  HORZ ORDER  -  THIRD
 FZ1950
 FZ1950.The horizontal coordinates were established by classical geodetic methods
 FZ1950.and adjusted by the National Geodetic Survey in August 2005.
 FZ1950
 FZ1950
 FZ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1950
 FZ1950.The geoid height was determined by GEOID03.
 FZ1950
 FZ1950;                    North         East     Units Scale Factor Converg.
 FZ1950;SPC NC       -   293,619.203   409,884.304   MT  1.00006533   -1 17 04.6
 FZ1950;SPC NC       -   963,315.67  1,344,762.09   sFT  1.00006533   -1 17 04.6
 FZ1950;SPC VA S     - 1,008,323.351 3,255,423.895   MT  1.00009369   -1 39 15.5
 FZ1950;SPC VA S     - 3,308,140.86 10,680,503.23   sFT  1.00009369   -1 39 15.5
 FZ1950;UTM  17      - 4,025,734.552   479,753.782   MT  0.99960505   -0 08 01.9
 FZ1950
 FZ1950                          SUPERSEDED SURVEY CONTROL
 FZ1950
 FZ1950  NAD 83(1995)-  36 22 35.45876(N)    081 13 32.58231(W) AD(       ) 4
 FZ1950  NAD 83(1993)-  36 22 35.46306(N)    081 13 32.58722(W) AD(       ) 4
 FZ1950  NAD 83(1986)-  36 22 35.46527(N)    081 13 32.58813(W) AD(       ) 4
 FZ1950  NAD 27      -  36 22 34.99400(N)    081 13 33.26900(W) AD(       ) 3
 FZ1950
 FZ1950.Superseded values are not recommended for survey control.
 FZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1950.See file dsdata.txt to determine how the superseded data were derived.
 FZ1950
 FZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7975425735(NAD 83)
 FZ1950_MARKER: 42 = RADIO/TV MAST
 FZ1950
 FZ1950  HISTORY     - Date     Condition        Report By
 FZ1950  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1950
 FZ1950                          STATION DESCRIPTION
 FZ1950
 FZ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1950'STATION IS LOCATED ON TOP OF LITTLE GRANDFATHER MOUNTAIN ABOUT
 FZ1950'0.9 MILE EAST OF MULBERRY GAP AND 16 MILES NORTHWEST OF NORTH
 FZ1950'WILKESBORO.  STATIONS ARE WOODEN POLES REINFORCED WITH STEEL
 FZ1950'CASING ABOUT 40 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO
 FZ1950'TRIANGULATION STATION MULBERRY 2.  THE DISTANCE TO KIE 716
 FZ1950'MIDDLE MAST IS 113.8 FEET, 34.70 METERS.  DISTANCE TO KIE 716
 FZ1950'WEST MAST IS 40.1 FEET, 12.22 METERS.  DISTANCE TO KIE 716 EAST
 FZ1950'MAST IS 173.6 FEET, 52.92 METERS.
 FZ1950'
 FZ1950'TO REACH THE STATIONS FROM THE JUNCTION OF STATE HIGHWAY 18
 FZ1950'AND BLUE RIDGE PARKWAY AT MULBERRY GAP WHICH IS ABOUT 21 MILES
 FZ1950'NORTH OF NORTH WILKESBORO, GO SOUTH ON HIGHWAY 18 FOR 1.75 MILES
 FZ1950'TO A SIDE WOODS ROAD LEFT (THIS IS ABOUT 0.1 MILE NORTH OF THE
 FZ1950'WILKES-ALLEGHANY COUNTY LINE).  TURN LEFT AND GO EAST UP HILL
 FZ1950'ON WOODS ROAD FOR 1.2 MILES TO THE STATIONS ON THE HIGHEST POINT
 FZ1950'OF MOUNTAIN AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1951 ***********************************************************************
 FZ1951  DESIGNATION -  BLUE RIDGE NPS KIE 716 W MAST
 FZ1951  PID         -  FZ1951
 FZ1951  STATE/COUNTY-  NC/ALLEGHANY
 FZ1951  USGS QUAD   -  WHITEHEAD (1998)
 FZ1951
 FZ1951                         *CURRENT SURVEY CONTROL
 FZ1951  ___________________________________________________________________
 FZ1951* NAD 83(2001)-  36 22 35.07606(N)    081 13 33.35322(W)     ADJUSTED  
 FZ1951* NAVD 88     -              **(meters)            **(feet)            
 FZ1951  ___________________________________________________________________
 FZ1951  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 FZ1951  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 FZ1951  HORZ ORDER  -  THIRD
 FZ1951
 FZ1951.The horizontal coordinates were established by classical geodetic methods
 FZ1951.and adjusted by the National Geodetic Survey in August 2005.
 FZ1951
 FZ1951
 FZ1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1951
 FZ1951.The geoid height was determined by GEOID03.
 FZ1951
 FZ1951;                    North         East     Units Scale Factor Converg.
 FZ1951;SPC NC       -   293,607.873   409,864.807   MT  1.00006529   -1 17 05.1
 FZ1951;SPC NC       -   963,278.50  1,344,698.12   sFT  1.00006529   -1 17 05.1
 FZ1951;SPC VA S     - 1,008,312.147 3,255,404.324   MT  1.00009372   -1 39 16.0
 FZ1951;SPC VA S     - 3,308,104.10 10,680,439.02   sFT  1.00009372   -1 39 16.0
 FZ1951;UTM  17      - 4,025,722.838   479,734.526   MT  0.99960506   -0 08 02.4
 FZ1951
 FZ1951                          SUPERSEDED SURVEY CONTROL
 FZ1951
 FZ1951  NAD 83(1995)-  36 22 35.07712(N)    081 13 33.35407(W) AD(       ) 4
 FZ1951  NAD 83(1993)-  36 22 35.08143(N)    081 13 33.35898(W) AD(       ) 4
 FZ1951  NAD 83(1986)-  36 22 35.08364(N)    081 13 33.35989(W) AD(       ) 4
 FZ1951  NAD 27      -  36 22 34.61300(N)    081 13 34.04100(W) AD(       ) 3
 FZ1951
 FZ1951.Superseded values are not recommended for survey control.
 FZ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1951.See file dsdata.txt to determine how the superseded data were derived.
 FZ1951
 FZ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7973525723(NAD 83)
 FZ1951_MARKER: 42 = RADIO/TV MAST
 FZ1951
 FZ1951  HISTORY     - Date     Condition        Report By
 FZ1951  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1951
 FZ1951                          STATION DESCRIPTION
 FZ1951
 FZ1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1951'STATION IS LOCATED ON TOP OF LITTLE GRANDFATHER MOUNTAIN ABOUT
 FZ1951'0.9 MILE EAST OF MULBERRY GAP AND 16 MILES NORTHWEST OF NORTH
 FZ1951'WILKESBORO.  STATIONS ARE WOODEN POLES REINFORCED WITH STEEL
 FZ1951'CASING ABOUT 40 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO
 FZ1951'TRIANGULATION STATION MULBERRY 2.  THE DISTANCE TO KIE 716
 FZ1951'MIDDLE EAST MAST IS 113.8 FEET, 34.70 METERS.  DISTANCE TO KIE
 FZ1951'716 WEST MAST IS 40.1 FEET, 12.22 METERS.  DISTANCE TO KIE 716
 FZ1951'EAST MAST IS 173.6 FEET, 52.92 METERS.
 FZ1951'
 FZ1951'TO REACH THE STATIONS FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1951'BLUE RIDGE PARKWAY AT MULBERRY GAP WHICH IS ABOUT 21 MILES
 FZ1951'NORTH OF NORTH WILKESBORO, GO SOUTH ON HIGHWAY 18 FOR 1.75 MILES
 FZ1951'TO A SIDE WOODS ROAD LEFT (THIS IS ABOUT 0.1 MILE NORTH OF THE
 FZ1951'WILKES-ALLEGHANY COUNTY LINE).  TURN LEFT AND GO EAST UP HILL ON
 FZ1951'WOODS ROAD FOR 1.2 MILES TO THE STATIONS ON THE HIGHEST POINT
 FZ1951'OF MOUNTAIN AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1952 ***********************************************************************
 FZ1952  DESIGNATION -  BLUE RIDGE NPS KIE 757 MAST
 FZ1952  PID         -  FZ1952
 FZ1952  STATE/COUNTY-  NC/WILKES
 FZ1952  USGS QUAD   -  WHITEHEAD (1998)
 FZ1952
 FZ1952                         *CURRENT SURVEY CONTROL
 FZ1952  ___________________________________________________________________
 FZ1952* NAD 83(2001)-  36 23 22.39095(N)    081 12 09.64316(W)     ADJUSTED  
 FZ1952* NAVD 88     -              **(meters)            **(feet)            
 FZ1952  ___________________________________________________________________
 FZ1952  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 FZ1952  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FZ1952  HORZ ORDER  -  THIRD
 FZ1952
 FZ1952.The horizontal coordinates were established by classical geodetic methods
 FZ1952.and adjusted by the National Geodetic Survey in August 2005.
 FZ1952
 FZ1952
 FZ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1952
 FZ1952.The geoid height was determined by GEOID03.
 FZ1952
 FZ1952;                    North         East     Units Scale Factor Converg.
 FZ1952;SPC NC       -   295,019.502   411,983.334   MT  1.00006984   -1 16 16.8
 FZ1952;SPC NC       -   967,909.82  1,351,648.65   sFT  1.00006984   -1 16 16.8
 FZ1952;UTM  17      - 4,027,176.061   481,823.304   MT  0.99960407   -0 07 12.9
 FZ1952
 FZ1952                          SUPERSEDED SURVEY CONTROL
 FZ1952
 FZ1952  NAD 83(1995)-  36 23 22.39171(N)    081 12 09.64500(W) AD(       ) 4
 FZ1952  NAD 83(1993)-  36 23 22.39605(N)    081 12 09.64927(W) AD(       ) 4
 FZ1952  NAD 83(1986)-  36 23 22.39750(N)    081 12 09.65229(W) AD(       ) 4
 FZ1952  NAD 27      -  36 23 21.92600(N)    081 12 10.33600(W) AD(       ) 3
 FZ1952
 FZ1952.Superseded values are not recommended for survey control.
 FZ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1952.See file dsdata.txt to determine how the superseded data were derived.
 FZ1952
 FZ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8182327176(NAD 83)
 FZ1952_MARKER: 42 = RADIO/TV MAST
 FZ1952
 FZ1952  HISTORY     - Date     Condition        Report By
 FZ1952  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1952
 FZ1952                          STATION DESCRIPTION
 FZ1952
 FZ1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1952'STATION IS LOCATED ALONG THE BLUE RIDGE PARKWAY, 17-1/2 MILES
 FZ1952'NORTH OF NORTH WILKESBORO AND 0.3 MILES WEST OF THE BASIN COVES
 FZ1952'VIEW POINT.  IT IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES
 FZ1952'ABOUT 70 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO
 FZ1952'TRIANGULATION STATION PARKWAY THE DISTANCE IS 117.9 FEET 35.93
 FZ1952'METERS.
 FZ1952'
 FZ1952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND
 FZ1952'BLUE RIDGE PARKWAY WHICH IS ABOUT 21 MILES NORTH OF NORTH
 FZ1952'WILKESBORO, GO EAST ON BLUE RIDGE PARKWAY FOR 3.0 MILES TO A
 FZ1952'NARROW GRAVEL ROAD LEFT, TURN LEFT AND GO NORTH AND NORTHEAST UP
 FZ1952'HILL FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3813 ***********************************************************************
 FB3813  DESIGNATION -  BLUE TICK
 FB3813  PID         -  FB3813
 FB3813  STATE/COUNTY-  NC/MADISON
 FB3813  USGS QUAD   -  MARSHALL (1990)
 FB3813
 FB3813                         *CURRENT SURVEY CONTROL
 FB3813  ___________________________________________________________________
 FB3813* NAD 83(2001)-  35 49 38.11482(N)    082 38 10.16180(W)     ADJUSTED  
 FB3813* NAVD 88     -       803.1    (meters)    2635.     (feet)  VERTCON   
 FB3813  ___________________________________________________________________
 FB3813  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 FB3813  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 FB3813  HORZ ORDER  -  SECOND
 FB3813
 FB3813.The horizontal coordinates were established by classical geodetic methods
 FB3813.and adjusted by the National Geodetic Survey in August 2005.
 FB3813
 FB3813.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3813
 FB3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3813
 FB3813.The geoid height was determined by GEOID03.
 FB3813
 FB3813;                    North         East     Units Scale Factor Converg.
 FB3813;SPC NC       -   236,450.746   281,137.254   MT  0.99992293   -2 05 55.3
 FB3813;SPC NC       -   775,755.49    922,364.47   sFT  0.99992293   -2 05 55.3
 FB3813;UTM  17      - 3,966,024.057   352,209.838   MT  0.99986915   -0 57 28.4
 FB3813
 FB3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3813!SPC NC       -   0.99987870  x   0.99992293  =   0.99980164
 FB3813!UTM  17      -   0.99987870  x   0.99986915  =   0.99974786
 FB3813
 FB3813                          SUPERSEDED SURVEY CONTROL
 FB3813
 FB3813  NAD 83(1995)-  35 49 38.11418(N)    082 38 10.16218(W) AD(       ) 2
 FB3813  NAD 83(1986)-  35 49 38.12481(N)    082 38 10.16404(W) AD(       ) 2
 FB3813  NGVD 29 (02/22/93)  803.2    (m)         2635.     (f) VERT ANG    3  
 FB3813
 FB3813.Superseded values are not recommended for survey control.
 FB3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3813.See file dsdata.txt to determine how the superseded data were derived.
 FB3813
 FB3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5221066024(NAD 83)
 FB3813_MARKER: DE = TRAVERSE STATION DISK
 FB3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3813_SP_SET: CONCRETE POST
 FB3813_STAMPING: BLUE TICK 1982
 FB3813_MARK LOGO: NCGS  
 FB3813_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3813+STABILITY: SURFACE MOTION
 FB3813
 FB3813  HISTORY     - Date     Condition        Report By
 FB3813  HISTORY     - 1982     MONUMENTED       NCGS
 FB3813
 FB3813                          STATION DESCRIPTION
 FB3813
 FB3813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3813'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHEAST OF MARSHALL AND
 FB3813'7.9 KM (4.9 MI) WEST OF MARS HILL ON SEVENMILE RIDGE.
 FB3813'PROCEED ALONG NC 213 FOR 3.8 KM (2.35 MI) NORTHEAST FROM THE UNDERPASS
 FB3813'OF US 25-70 (EAST OF MARSHALL) TO A DIRT ROAD ON THE LEFT, THENCE
 FB3813'NORTH ALONG THE DIRT ROAD FOR 0.8 KM (0.5 MI) TO A POWER LINE AND THE
 FB3813'STATION BETWEEN TWO POWER POLES.
 FB3813'THE STATION IS A STANDARD NCGS DISK STAMPED---BLUE TICK 1982---, SET
 FB3813'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING
 FB3813'15 CM ABOVE GROUND.  LOCATED 3.0 METERS (10.0 FT) WEST-SOUTHWEST OF
 FB3813'THE CENTERLINE OF RIDGE ROAD, 8.4 METERS (27.5 FT) SOUTHWEST OF A GUY
 FB3813'WIRE ANCHOR, 0.9 METER (3.0 FT) EAST-NORTHEAST OF A FENCE LINE--AND
 FB3813'2.6 METERS (8.4 FT) NORTH OF THE SOUTHERNMOST POWER POLE, 2.1 METERS
 FB3813'(7.0 FT) SOUTHEAST OF THE NORTHERNMOST POWER POLE, AND 31.4 METERS
 FB3813'(103.0 FT) SOUTH OF A 15-INCH HICKORY--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2190 ***********************************************************************
 FA2190  DESIGNATION -  BLUEBERRY
 FA2190  PID         -  FA2190
 FA2190  STATE/COUNTY-  NC/CABARRUS
 FA2190  USGS QUAD   -  MOUNT PLEASANT (1980)
 FA2190
 FA2190                         *CURRENT SURVEY CONTROL
 FA2190  ___________________________________________________________________
 FA2190* NAD 83(2001)-  35 23 46.86929(N)    080 25 24.85126(W)     ADJUSTED  
 FA2190* NAVD 88     -       175.9    (meters)     577.     (feet)  VERTCON   
 FA2190  ___________________________________________________________________
 FA2190  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FA2190  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2190  HORZ ORDER  -  SECOND
 FA2190
 FA2190.The horizontal coordinates were established by classical geodetic methods
 FA2190.and adjusted by the National Geodetic Survey in August 2005.
 FA2190
 FA2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2190
 FA2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2190
 FA2190.The geoid height was determined by GEOID03.
 FA2190
 FA2190;                    North         East     Units Scale Factor Converg.
 FA2190;SPC NC       -   183,557.319   480,296.391   MT  0.99987576   -0 49 17.9
 FA2190;SPC NC       -   602,220.97  1,575,772.41   sFT  0.99987576   -0 49 17.9
 FA2190;UTM  17      - 3,917,151.021   552,345.606   MT  0.99963377   +0 20 02.0
 FA2190
 FA2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2190!SPC NC       -   0.99997715  x   0.99987576  =   0.99985292
 FA2190!UTM  17      -   0.99997715  x   0.99963377  =   0.99961093
 FA2190
 FA2190|---------------------------------------------------------------------|
 FA2190| PID    Reference Object                     Distance      Geod. Az  |
 FA2190|                                                           dddmmss.s |
 FA2190| FA2189 CLOSE                               267.552 METERS 10032     |
 FA2190| FA2191 MT PLEASANT TUSCARORO YARNS TK      APPROX. 0.5 KM 2784343.4 |
 FA2190|---------------------------------------------------------------------|
 FA2190
 FA2190                          SUPERSEDED SURVEY CONTROL
 FA2190
 FA2190  NAD 83(1986)-  35 23 46.88155(N)    080 25 24.85709(W) AD(       ) 2
 FA2190  NAD 27      -  35 23 46.37938(N)    080 25 25.62307(W) AD(       ) 2
 FA2190  NGVD 29 (07/19/86)  176.2    (m)          578.     (f) VERT ANG    3  
 FA2190
 FA2190.Superseded values are not recommended for survey control.
 FA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2190.See file dsdata.txt to determine how the superseded data were derived.
 FA2190
 FA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5234617151(NAD 83)
 FA2190_MARKER: DE = TRAVERSE STATION DISK
 FA2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2190_STAMPING: BLUEBERRY 1974
 FA2190_MARK LOGO: NCGS  
 FA2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2190+STABILITY: SURFACE MOTION
 FA2190
 FA2190  HISTORY     - Date     Condition        Report By
 FA2190  HISTORY     - 1974     MONUMENTED       NCGS
 FA2190  HISTORY     - 19981026 GOOD             USPSQD
 FA2190
 FA2190                          STATION DESCRIPTION
 FA2190
 FA2190'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2190'BLUEBERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2190'IN THE VICINITY OF MOUNT PLEASANT, NORTH CAROLINA.
 FA2190'
 FA2190'BLUEBERRY IS LOCATED APPROXIMATELY AT EAST EDGE OF MOUNT
 FA2190'PLEASANT.  TO REACH STATION FROM THE INTERSECTION OF SR 1006 WITH
 FA2190'NC 73 IN THE APPROXIMATE CENTER OF MOUNT PLEASANT, PROCEED EASTERLY
 FA2190'ALONG NC 73 FOR 0.7 MILE TO STATION ON RIGHT, APPROXIMATELY 125
 FA2190'FEET EAST OF INTERSECTION WITH SR 2609 (BLUEBERRY STREET).
 FA2190'
 FA2190'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2190'BLUEBERRY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA2190'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2190'
 FA2190'MARK IS 18.3 FT SSW OF C/L OF NC 73
 FA2190'
 FA2190'132.2 FT ESE OF C/L OF SR 2609
 FA2190'
 FA2190'77.6 FT WSW OF CENTER OF BOTTOM CONCRETE STEP IN FRONT OF TWO
 FA2190'STORY BRICK HOUSE
 FA2190'
 FA2190'13.4 FT NNE OF (SLOPE DISTANCE) PP WITH ALUMINUM REF. TAG
 FA2190'
 FA2190'169.4 FT WNW OF PP WITH ALUMINUM REF. TAG
 FA2190
 FA2190                          STATION RECOVERY (1998)
 FA2190
 FA2190'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5232 ***********************************************************************
 FX5232  DESIGNATION -  BLUEFLAME
 FX5232  PID         -  FX5232
 FX5232  STATE/COUNTY-  NC/HALIFAX
 FX5232  USGS QUAD   -  HALIFAX (1974)
 FX5232
 FX5232                         *CURRENT SURVEY CONTROL
 FX5232  ___________________________________________________________________
 FX5232* NAD 83(2001)-  36 16 55.60177(N)    077 35 46.39988(W)     ADJUSTED  
 FX5232* NAVD 88     -        41.59   (meters)     136.4    (feet)  LEVELING  
 FX5232  ___________________________________________________________________
 FX5232  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FX5232  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 FX5232  HORZ ORDER  -  SECOND
 FX5232  VERT ORDER  -  THIRD ?
 FX5232
 FX5232.The horizontal coordinates were established by classical geodetic methods
 FX5232.and adjusted by the National Geodetic Survey in August 2005.
 FX5232
 FX5232.The orthometric height was determined by differential leveling.
 FX5232.The vertical network tie was performed by a horz. field party for horz.
 FX5232.obs reductions. Reset procedures were used to establish the elevation.
 FX5232
 FX5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5232
 FX5232.The geoid height was determined by GEOID03.
 FX5232
 FX5232;                    North         East     Units Scale Factor Converg.
 FX5232;SPC NC       -   281,795.813   735,718.792   MT  1.00003427   +0 48 36.8
 FX5232;SPC NC       -   924,525.10  2,413,770.74   sFT  1.00003427   +0 48 36.8
 FX5232;UTM  18      - 4,018,366.998   266,820.777   MT  1.00026998   -1 32 13.3
 FX5232
 FX5232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5232!SPC NC       -   0.99999888  x   1.00003427  =   1.00003315
 FX5232!UTM  18      -   0.99999888  x   1.00026998  =   1.00026886
 FX5232
 FX5232                          SUPERSEDED SURVEY CONTROL
 FX5232
 FX5232  NAD 83(1986)-  36 16 55.60957(N)    077 35 46.41020(W) AD(       ) 2
 FX5232  NAD 83(1993)-  36 16 55.60834(N)    077 35 46.40109(W) AD(       ) 2
 FX5232  NAD 83(1986)-  36 16 55.60738(N)    077 35 46.40874(W) AD(       ) 2
 FX5232  NGVD 29 (01/18/91)   41.90   (m)          137.5    (f) LEVELING    3  
 FX5232
 FX5232.Superseded values are not recommended for survey control.
 FX5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5232.See file dsdata.txt to determine how the superseded data were derived.
 FX5232
 FX5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6682118367(NAD 83)
 FX5232_MARKER: DE = TRAVERSE STATION DISK
 FX5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5232_STAMPING: BLUEFLAME 1980
 FX5232_MARK LOGO: NCGS  
 FX5232_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX5232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5232+STABILITY: SURFACE MOTION
 FX5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX5232+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2006
 FX5232
 FX5232  HISTORY     - Date     Condition        Report By
 FX5232  HISTORY     - 1980     MONUMENTED       NCGS
 FX5232  HISTORY     - 1985     GOOD             USPSQD
 FX5232  HISTORY     - 19930407 GOOD             NCGS
 FX5232  HISTORY     - 20061213 GOOD             USPSQD
 FX5232
 FX5232                          STATION DESCRIPTION
 FX5232
 FX5232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX5232'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES SOUTH OF HALIFAX AND
 FX5232'6.4 MILES WEST OF TILLERY.
 FX5232'
 FX5232'TO REACH THE STATION FROM THE INTERSECTION OF US 301 WITH NC 125 SOUTH
 FX5232'OF HALIFAX, PROCEED NORTHERLY ALONG US 301 FOR 0.15 MILE TO STATION ON
 FX5232'RIGHT IN ASPHALT TRAFFIC ISLAND IN FRONT OF THE BLUE FLAME GARAGE.
 FX5232'
 FX5232'STATION MARK IS A STANDARD DISK STAMPED---BLUEFLAME 1980---SET IN TOP
 FX5232'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH THE GROUND SURFACE.  MARK
 FX5232'IS 22.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 25.9 FEET
 FX5232'NORTHEAST OF SOUTHWEST END OF ASPHALT ISLAND, 68.7 FEET NORTH
 FX5232'NORTHWEST OF SOUTHWEST CORNER OF GARAGE, 76.0 FEET SOUTHWEST OF
 FX5232'NORTHWEST CORNER OF GARAGE, 92.4 FEET NORTH OF POWER POLE (M359) WITH
 FX5232'TRANSFORMER AND REFERENCE TAG AND 130.8 FEET SOUTH-SOUTHWEST OF
 FX5232'TELEPHONE PEDESTAL (73E).
 FX5232
 FX5232                          STATION RECOVERY (1985)
 FX5232
 FX5232'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX5232'RECOVERED IN GOOD CONDITION.
 FX5232
 FX5232                          STATION RECOVERY (1993)
 FX5232
 FX5232'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX5232'RECOVERED AS DESCRIBED.
 FX5232
 FX5232                          STATION RECOVERY (2006)
 FX5232
 FX5232'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 FX5232'REFERENCE TAG ON PP IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8236 ***********************************************************************
 AE8236  DESIGNATION -  BLUEHOLE
 AE8236  PID         -  AE8236
 AE8236  STATE/COUNTY-  NC/MONTGOMERY
 AE8236  USGS QUAD   -  BADIN (1994)
 AE8236
 AE8236                         *CURRENT SURVEY CONTROL
 AE8236  ___________________________________________________________________
 AE8236* NAD 83(2001)-  35 26 43.37628(N)    080 02 19.08316(W)     ADJUSTED  
 AE8236* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 AE8236  ___________________________________________________________________
 AE8236  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AE8236  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AE8236  HORZ ORDER  -  SECOND
 AE8236
 AE8236.The horizontal coordinates were established by classical geodetic methods
 AE8236.and adjusted by the National Geodetic Survey in August 2005.
 AE8236
 AE8236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8236
 AE8236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8236
 AE8236.The geoid height was determined by GEOID03.
 AE8236
 AE8236;                    North         East     Units Scale Factor Converg.
 AE8236;SPC NC       -   188,562.503   515,316.021   MT  0.99987828   -0 35 58.1
 AE8236;SPC NC       -   618,642.15  1,690,665.98   sFT  0.99987828   -0 35 58.1
 AE8236;UTM  17      - 3,922,860.605   587,249.577   MT  0.99969381   +0 33 27.2
 AE8236
 AE8236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8236!SPC NC       -   0.99998647  x   0.99987828  =   0.99986476
 AE8236!UTM  17      -   0.99998647  x   0.99969381  =   0.99968029
 AE8236
 AE8236                          SUPERSEDED SURVEY CONTROL
 AE8236
 AE8236  NAD 83(1986)-  35 26 43.38540(N)    080 02 19.09447(W) AD(       ) 2
 AE8236  NGVD 29 (12/22/97)  116.8    (m)          383.     (f) VERT ANG    3  
 AE8236
 AE8236.Superseded values are not recommended for survey control.
 AE8236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8236.See file dsdata.txt to determine how the superseded data were derived.
 AE8236
 AE8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8725022861(NAD 83)
 AE8236_MARKER: DD = SURVEY DISK
 AE8236_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8236_STAMPING: BLUEHOLE 1991
 AE8236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8236+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1992
 AE8236
 AE8236  HISTORY     - Date     Condition        Report By
 AE8236  HISTORY     - 1991     MONUMENTED       NCGS
 AE8236  HISTORY     - 19920210 GOOD             NCGS
 AE8236
 AE8236                          STATION DESCRIPTION
 AE8236
 AE8236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8236'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF BADIN AND 10.1
 AE8236'MI (16.3 KM) NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 6.6 MI (10.6
 AE8236'KM) SOUTHEAST FROM NC 49, THENCE SOUTHWEST FOR 1.2 MI (1.9 KM) ALONG
 AE8236'SR 1154 (MULLINAX ROAD) TO THE BRIDGE OVER MCLEANS CREEK, AND MARK ON
 AE8236'THE NORTHWEST SIDE OF THE ROAD IN THE EDGE OF THE WOODS. MARK IS ABOUT
 AE8236'5 FEET (1.5 M) LOWER THAN THE ROAD AND PROJECTS 2 INCHES ABOVE GROUND.
 AE8236'LOCATED 32.5 FT (9.9 M) WEST-NORTHWEST OF THE CENTER OF GRAVEL ROAD
 AE8236'544, 86.0 FT (26.2 M) NORTH OF THE CENTERLINE INTERSECTION OF ROAD 544
 AE8236'AND ENTRANCE TO A CAMPSITE, 43.8 FT (13.4 M) SOUTHWEST OF THE SOUTH
 AE8236'END OF THE WEST WINGWALL, 59.5 FT (18.1 M) WEST OF THE SOUTH END OF
 AE8236'THE EAST BRIDGE RAIL, AND 16.7 FT (5.1 M) EAST OF A 15-INCH OAK WITH A
 AE8236'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3963 ***********************************************************************
 AH3963  DESIGNATION -  BLUEMONT
 AH3963  PID         -  AH3963
 AH3963  STATE/COUNTY-  NC/SURRY
 AH3963  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3963
 AH3963                         *CURRENT SURVEY CONTROL
 AH3963  ___________________________________________________________________
 AH3963* NAD 83(2001)-  36 29 41.27824(N)    080 37 18.55620(W)     ADJUSTED  
 AH3963* NAVD 88     -       308.8    (meters)    1013.     (feet)  VERTCON   
 AH3963  ___________________________________________________________________
 AH3963  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AH3963  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AH3963  HORZ ORDER  -  SECOND
 AH3963
 AH3963.The horizontal coordinates were established by classical geodetic methods
 AH3963.and adjusted by the National Geodetic Survey in August 2005.
 AH3963
 AH3963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3963
 AH3963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3963
 AH3963.The geoid height was determined by GEOID03.
 AH3963
 AH3963;                    North         East     Units Scale Factor Converg.
 AH3963;SPC NC       -   305,694.014   464,281.514   MT  1.00010813   -0 56 09.8
 AH3963;SPC NC       - 1,002,931.11  1,523,230.27   sFT  1.00010813   -0 56 09.8
 AH3963;UTM  17      - 4,038,897.706   533,870.243   MT  0.99961413   +0 13 29.7
 AH3963
 AH3963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3963!SPC NC       -   0.99995674  x   1.00010813  =   1.00006487
 AH3963!UTM  17      -   0.99995674  x   0.99961413  =   0.99957089
 AH3963
 AH3963                          SUPERSEDED SURVEY CONTROL
 AH3963
 AH3963  NAD 83(1986)-  36 29 41.28525(N)    080 37 18.56290(W) AD(       ) 2
 AH3963  NGVD 29 (12/22/97)  309.0    (m)         1014.     (f) VERT ANG    3  
 AH3963
 AH3963.Superseded values are not recommended for survey control.
 AH3963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3963.See file dsdata.txt to determine how the superseded data were derived.
 AH3963
 AH3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3387038898(NAD 83)
 AH3963_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3963_STAMPING: BLUEMONT 1986
 AH3963_MARK LOGO: NCGS  
 AH3963_PROJECTION: FLUSH
 AH3963_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3963+STABILITY: SURFACE MOTION
 AH3963
 AH3963  HISTORY     - Date     Condition        Report By
 AH3963  HISTORY     - 1986     MONUMENTED       NCGS
 AH3963
 AH3963                          STATION DESCRIPTION
 AH3963
 AH3963'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3963'STATION IS LOCATED IN MT. AIRY. ALONG US 52 BYPASS FOR 0.4 KM (0.25
 AH3963'MI) SOUTH FROM NC 89 (WEST PINE STREET) AT SR 1376 (BLUEMONT RD.), IN
 AH3963'SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS LEVEL WITH HIGHWAY.
 AH3963'LOCATED 15.8 M (51.8 FT) WEST OF THE CENTERLINE OF SOUTH BOUND LANE,
 AH3963'84.1 M (275.9 FT) SOUTH OF THE NORTH END OF TRAFFIC ISLAND, 21.3 M
 AH3963'(69.9 FT) SOUTH OF THE CENTER OF WEST HEADWALL OF HIGHWAY CULVERT, AND
 AH3963'22.7 M (74.5 FT) NORTH OF A 6-INCH BOX ELDER WITH REFERENCE TAG.
 AH3963'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3431 ***********************************************************************
 EZ3431  DESIGNATION -  BLUES
 EZ3431  PID         -  EZ3431
 EZ3431  STATE/COUNTY-  NC/HOKE
 EZ3431  USGS QUAD   -  NICHOLSON CREEK (1982)
 EZ3431
 EZ3431                         *CURRENT SURVEY CONTROL
 EZ3431  ___________________________________________________________________
 EZ3431* NAD 83(2001)-  35 05 34.13122(N)    079 14 06.48457(W)     ADJUSTED  
 EZ3431* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 EZ3431  ___________________________________________________________________
 EZ3431  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 EZ3431  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 EZ3431  HORZ ORDER  -  SECOND
 EZ3431
 EZ3431.The horizontal coordinates were established by classical geodetic methods
 EZ3431.and adjusted by the National Geodetic Survey in August 2005.
 EZ3431
 EZ3431.The orthometric height was scaled from a topographic map.
 EZ3431
 EZ3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3431
 EZ3431.The geoid height was determined by GEOID03.
 EZ3431
 EZ3431;                    North         East     Units Scale Factor Converg.
 EZ3431;SPC NC       -   148,983.724   588,163.148   MT  0.99987642   -0 08 08.6
 EZ3431;SPC NC       -   488,790.77  1,929,665.26   sFT  0.99987642   -0 08 08.6
 EZ3431;UTM  17      - 3,884,760.573   660,873.524   MT  0.99991896   +1 00 53.4
 EZ3431
 EZ3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3431!SPC NC       -   0.99998095  x   0.99987642  =   0.99985737
 EZ3431!UTM  17      -   0.99998095  x   0.99991896  =   0.99989991
 EZ3431
 EZ3431|---------------------------------------------------------------------|
 EZ3431| PID    Reference Object                     Distance      Geod. Az  |
 EZ3431|                                                           dddmmss.s |
 EZ3431| EZ5535 BLUES RM 1                            1.842 METERS 13009     |
 EZ3431| EZ3469 MONTROSE SANITORIUM TANK            APPROX.10.8 KM 2493246.1 |
 EZ3431| EZ3468 MONTROSE SANITORIUM STACK           APPROX.10.6 KM 2504221.5 |
 EZ3431| EZ5536 BLUES RM 2                           14.989 METERS 30552     |
 EZ3431| EZ3451 MCPHERSON                           APPROX. 5.7 KM 3414415.2 |
 EZ3431|---------------------------------------------------------------------|
 EZ3431
 EZ3431                          SUPERSEDED SURVEY CONTROL
 EZ3431
 EZ3431  NAD 83(1986)-  35 05 34.13618(N)    079 14 06.47390(W) AD(       ) 2
 EZ3431  NAD 27      -  35 05 33.53440(N)    079 14 07.36220(W) AD(       ) 2
 EZ3431
 EZ3431.Superseded values are not recommended for survey control.
 EZ3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3431.See file dsdata.txt to determine how the superseded data were derived.
 EZ3431
 EZ3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6087484761(NAD 83)
 EZ3431_MARKER: DS = TRIANGULATION STATION DISK
 EZ3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3431
 EZ3431  HISTORY     - Date     Condition        Report By
 EZ3431  HISTORY     - 1947     MONUMENTED       CGS
 EZ3431  HISTORY     - 1948     GOOD             AMS
 EZ3431  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 EZ3431
 EZ3431                          STATION DESCRIPTION
 EZ3431
 EZ3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EZ3431'ON FORT BRAGG RESERVATION, ON THE HIGHEST POINT OF BLUES
 EZ3431'MTN.  TO REACH FROM FORT BRAGG, GO W ON CHICKEN ROAD TO
 EZ3431'JUNCTION WITH PLANK ROAD.  TAKE LEFT FORK, PLANK ROAD, AND
 EZ3431'CONTINUE W TO JUNCTION WITH RAEFORD AND VASS ROAD AT RANGER
 EZ3431'STATION NO. 1.  TURN RIGHT, N, ON RAEFORD AND VASS ROAD AND
 EZ3431'GO 2.1 MILES TO CROSSROADS, JUNCTION WITH CHICKEN ROAD.
 EZ3431'CONTINUE STRAIGHT AHEAD, N, FOR 0.4 MILE TO NORTH END OF A
 EZ3431'LANDING STRIP WEST OF ROAD.  TURN LEFT AND FOLLOW
 EZ3431'TRACK ROAD FOR 0.3 MILE TO HIGHEST POINT OF HILL AND
 EZ3431'STATION.
 EZ3431'
 EZ3431'STATION IS A STANDARD USC AND GS BRONZE DISK, STAMPED
 EZ3431'BLUES - 1947, SET IN THE TOP OF A 12 IN X 12 IN X 3
 EZ3431'FT CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EZ3431'
 EZ3431'R. M. NO. 1, E OF THE STATION AND 14 IN HIGHER THAN
 EZ3431'STATION, IS A USED BRONZE TABLET, STAMPED ELEV. 511, SET IN
 EZ3431'THE TOP OF A PYRAMIDAL CONCRETE MONUMENT PROJECTING 14
 EZ3431'IN.  HORIZONTAL DISTANCE TO STATION 6.042 FEET.
 EZ3431'
 EZ3431'R. M. NO. 2, W OF STATION AND ABOUT 8 FEET LOWER THAN
 EZ3431'STATION, IS THE CENTER OF THE BASE OF A 50 MM SHELL CASE,
 EZ3431'INSCRIBED FAB-OP-2, SET IN THE TOP OF A 6 IN X 6 IN
 EZ3431'CONCRETE MONUMENT PROJECTING 1 FOOT.  HORIZONTAL DISTANCE
 EZ3431'49.175 FEET.
 EZ3431
 EZ3431                          STATION RECOVERY (1948)
 EZ3431
 EZ3431'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 EZ3431'STATION RECOVERED IN GOOD CONDITION.
 EZ3431
 EZ3431                          STATION RECOVERY (1983)
 EZ3431
 EZ3431'RECOVERY NOTE BY US POWER SQUADRON 1983 (CCT)
 EZ3431'MARK IS BELIEVED TO HAVE BEEN DESTROYED.  EARTH GRADING HAS BEEN
 EZ3431'DONE AT THE TOP OF BLUES MTN. TO MAKE ROOM FOR SEVERAL OBSERVATION
 EZ3431'POSTS USED FOR ARTILLERY FIRE ADJUSTMENT.  R.M. NO. 1 AND NO. 2
 EZ3431'COULD NOT BE LOCATED.  THE OLD MARK APPEARS TO HAVE BEEN REPLACED
 EZ3431'BY A NEW U.S. ARMY CORPS OF ENGINEER MARK STAMPED BLUES 2 1974,
 EZ3431'SURVEY MARK 613 RD ENGR CO.  BRONZE MARK IS IN A 2 FEET BY 2
 EZ3431'FEET CONCRETE BASE, FLUSH WITH THE GROUND.  A MILITARY MAP, SCALE
 EZ3431'1--50,00, WAS USED TO HELP PINPOINT LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9769 ***********************************************************************
 AG9769  DESIGNATION -  BLUES
 AG9769  PID         -  AG9769
 AG9769  STATE/COUNTY-  NC/RICHMOND
 AG9769  USGS QUAD   -  HOFFMAN (1982)
 AG9769
 AG9769                         *CURRENT SURVEY CONTROL
 AG9769  ___________________________________________________________________
 AG9769* NAD 83(2007)-  35 01 49.48323(N)    079 32 36.23128(W)     ADJUSTED  
 AG9769* NAVD 88     -       130.0    (meters)     427.     (feet)  GPS OBS   
 AG9769  ___________________________________________________________________
 AG9769  EPOCH DATE  -        2002.00
 AG9769  X           -     948,937.209 (meters)                     COMP
 AG9769  Y           -  -5,141,738.666 (meters)                     COMP
 AG9769  Z           -   3,640,686.556 (meters)                     COMP
 AG9769  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 AG9769  ELLIP HEIGHT-          98.248 (meters)          (02/10/07) ADJUSTED
 AG9769  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 AG9769
 AG9769  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AG9769  Type    PID    Designation                      North   East  Ellip
 AG9769  -------------------------------------------------------------------
 AG9769  NETWORK AG9769 BLUES                             0.43   0.39   1.27
 AG9769  -------------------------------------------------------------------
 AG9769
 AG9769.The horizontal coordinates were established by GPS observations
 AG9769.and adjusted by the National Geodetic Survey in February 2007.
 AG9769
 AG9769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AG9769.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AG9769.The horizontal coordinates are valid at the epoch date displayed above.
 AG9769.The epoch date for horizontal control is a decimal equivalence
 AG9769.of Year/Month/Day.
 AG9769
 AG9769.The orthometric height was determined by GPS observations and a
 AG9769.high-resolution geoid model.
 AG9769
 AG9769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9769
 AG9769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9769
 AG9769.The ellipsoidal height was determined by GPS observations
 AG9769.and is referenced to NAD 83.
 AG9769
 AG9769.The geoid height was determined by GEOID03.
 AG9769
 AG9769;                    North         East     Units Scale Factor Converg.
 AG9769;SPC NC       -   142,171.872   560,020.008   MT  0.99988001   -0 18 49.1
 AG9769;SPC NC       -   466,442.22  1,837,332.31   sFT  0.99988001   -0 18 49.1
 AG9769;UTM  17      - 3,877,385.268   632,873.107   MT  0.99981759   +0 50 10.4
 AG9769
 AG9769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9769!SPC NC       -   0.99998458  x   0.99988001  =   0.99986459
 AG9769!UTM  17      -   0.99998458  x   0.99981759  =   0.99980217
 AG9769
 AG9769:                Primary Azimuth Mark                     Grid Az
 AG9769:SPC NC       -  HOFFMAN SCH                              229 38 43.7
 AG9769:UTM  17      -  HOFFMAN SCH                              228 29 44.2
 AG9769
 AG9769|---------------------------------------------------------------------|
 AG9769| PID    Reference Object                     Distance      Geod. Az  |
 AG9769|                                                           dddmmss.s |
 AG9769| AB6825 HOFFMAN SCH                         APPROX. 0.5 KM 2291954.6 |
 AG9769|---------------------------------------------------------------------|
 AG9769
 AG9769                          SUPERSEDED SURVEY CONTROL
 AG9769
 AG9769  NAD 83(2001)-  35 01 49.48325(N)    079 32 36.23115(W) AD(       ) 1
 AG9769  ELLIP H (03/13/03)   98.267  (m)                       GP(       ) 4 2
 AG9769  NAD 83(1986)-  35 01 49.49054(N)    079 32 36.23636(W) AD(       ) 1
 AG9769
 AG9769.Superseded values are not recommended for survey control.
 AG9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9769.See file dsdata.txt to determine how the superseded data were derived.
 AG9769
 AG9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3287377385(NAD 83)
 AG9769_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9769_STAMPING: BLUES 1993
 AG9769_MARK LOGO: NCGS  
 AG9769_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9769+STABILITY: SURFACE MOTION
 AG9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9769+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9769
 AG9769  HISTORY     - Date     Condition        Report By
 AG9769  HISTORY     - 1993     MONUMENTED       NCGS
 AG9769
 AG9769                          STATION DESCRIPTION
 AG9769
 AG9769'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AG9769'STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) EAST OF HOFFMAN AND 14.3 MI
 AG9769'(23.0 KM) EAST-NORTHEAST OF ROCKINGHAM. PROCEED ALONG SR 1474 (SCHOOL
 AG9769'DRIVE) FOR 0.25 MI (0.40 KM) SOUTHEAST FROM US 1, THENCE NORTHEAST FOR
 AG9769'0.35 MI (0.56 KM) ALONG SR 1601 (BLUES BRIDGE ROAD) TO TEAL STREET,
 AG9769'AND STATION IN NORTHWEST QUADRANT. MARK IS ABOUT LEVEL WITH THE ROAD
 AG9769'AND FLUSH WITH THE GROUND. LOCATED 42.6 FT (13.0 M) NORTH-NORTHWEST OF
 AG9769'THE CENTERLINE OF THE ROAD, 44.7 FT (13.6 M) WEST-SOUTHWEST OF THE
 AG9769'CENTERLINE OF THE STREET, 24.8 FT (7.6 M) SOUTHWEST OF A TELEPHONE
 AG9769'PEDESTAL--AND 17.4 FT (5.3 M) SOUTHWEST OF A POWER POLE, 60.6 FT (18.5
 AG9769'M) EAST-NORTHEAST OF A 6-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2127 ***********************************************************************
 EZ2127  DESIGNATION -  BLUFF
 EZ2127  PID         -  EZ2127
 EZ2127  STATE/COUNTY-  NC/MOORE
 EZ2127  USGS QUAD   -  PINEBLUFF (1982)
 EZ2127
 EZ2127                         *CURRENT SURVEY CONTROL
 EZ2127  ___________________________________________________________________
 EZ2127* NAD 83(2001)-  35 05 23.47859(N)    079 28 53.06609(W)     ADJUSTED  
 EZ2127* NAVD 88     -       122.592  (meters)     402.20   (feet)  ADJUSTED  
 EZ2127  ___________________________________________________________________
 EZ2127  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 EZ2127  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ2127  DYNAMIC HT  -         122.478 (meters)     401.83  (feet)  COMP
 EZ2127  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 EZ2127
 EZ2127  HORZ ORDER  -  SECOND
 EZ2127  VERT ORDER  -  FIRST     CLASS II
 EZ2127
 EZ2127.The horizontal coordinates were established by classical geodetic methods
 EZ2127.and adjusted by the National Geodetic Survey in August 2005.
 EZ2127
 EZ2127.The orthometric height was determined by differential leveling
 EZ2127.and adjusted in June 1991.
 EZ2127
 EZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2127
 EZ2127.The geoid height was determined by GEOID03.
 EZ2127
 EZ2127.The dynamic height is computed by dividing the NAVD 88
 EZ2127.geopotential number by the normal gravity value computed on the
 EZ2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2127.degrees latitude (g = 980.6199 gals.).
 EZ2127
 EZ2127.The modeled gravity was interpolated from observed gravity values.
 EZ2127
 EZ2127;                    North         East     Units Scale Factor Converg.
 EZ2127;SPC NC       -   148,736.519   565,708.120   MT  0.99987656   -0 16 40.3
 EZ2127;SPC NC       -   487,979.73  1,855,994.06   sFT  0.99987656   -0 16 40.3
 EZ2127;UTM  17      - 3,884,062.449   638,427.989   MT  0.99983616   +0 52 23.2
 EZ2127
 EZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2127!SPC NC       -   0.99998574  x   0.99987656  =   0.99986231
 EZ2127!UTM  17      -   0.99998574  x   0.99983616  =   0.99982191
 EZ2127
 EZ2127:                Primary Azimuth Mark                     Grid Az
 EZ2127:SPC NC       -  IDEAL                                    021 09 03.3
 EZ2127:UTM  17      -  IDEAL                                    019 59 59.8
 EZ2127
 EZ2127|---------------------------------------------------------------------|
 EZ2127| PID    Reference Object                     Distance      Geod. Az  |
 EZ2127|                                                           dddmmss.s |
 EZ2127| EZ2125 IDEAL                               APPROX. 2.4 KM 0205223.0 |
 EZ2127| EZ2128 COLONY                              381.353 METERS 22337     |
 EZ2127|---------------------------------------------------------------------|
 EZ2127
 EZ2127                          SUPERSEDED SURVEY CONTROL
 EZ2127
 EZ2127  NAD 83(1986)-  35 05 23.47193(N)    079 28 53.06684(W) AD(       ) 2
 EZ2127  NAD 27      -  35 05 22.90921(N)    079 28 53.92209(W) AD(       ) 2
 EZ2127  NGVD 29 (10/06/93)  122.836  (m)          403.00   (f) ADJUSTED    1 2
 EZ2127
 EZ2127.Superseded values are not recommended for survey control.
 EZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2127.See file dsdata.txt to determine how the superseded data were derived.
 EZ2127
 EZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3842884062(NAD 83)
 EZ2127_MARKER: DE = TRAVERSE STATION DISK
 EZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2127_SP_SET: CONCRETE POST
 EZ2127_STAMPING: BLUFF 1972
 EZ2127_MARK LOGO: NCGS  
 EZ2127_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2127+STABILITY: SURFACE MOTION
 EZ2127
 EZ2127  HISTORY     - Date     Condition        Report By
 EZ2127  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2127  HISTORY     - 1980     GOOD             NCGS
 EZ2127  HISTORY     - 1980     GOOD             NCGS
 EZ2127
 EZ2127                          STATION DESCRIPTION
 EZ2127
 EZ2127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2127'BLUFF IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2127'VICINITY OF PINE BLUFF, NORTH CAROLINA.
 EZ2127'
 EZ2127'BLUFF IS LOCATED APPROXIMATELY 1.5 MILES SSW OF PINE BLUFF AND 5.6
 EZ2127'MILES NORTHEAST OF HOFFMAN.  TO REACH STATION FROM THE INTERSECTION
 EZ2127'OF US 1 AND SR 1103 (WALNUT ST.) IN PINE BLUFF, PROCEED SOUTH ALONG
 EZ2127'US 1 FOR 1.5 MILES TO STATION ON LEFT IN MEDIAN, APPROXIMATELY 750
 EZ2127'FEET SOUTHWEST OF A BRICK INDUSTRIAL BUILDING AND 0.15 MILE NORTH
 EZ2127'OF INTERSECTION WITH SR 1102.
 EZ2127'
 EZ2127'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BLUFF
 EZ2127'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2127'FLUSH WITH THE GROUND.
 EZ2127'
 EZ2127'MARK IS
 EZ2127'45.3 FEET SE OF C/L OF S BOUND LANE OF US 1.
 EZ2127'57.8 FEET NW OF C/L OF N BOUND LANE OF US 1.
 EZ2127'39.7 FEET SSE OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2127'59.5 FEET NNE OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ2127'134.3 FEET NW OF PP NO. 3005 EAST OF N BOUND LANE, WITH ALUMINUM
 EZ2127'REF.  TAG.
 EZ2127
 EZ2127                          STATION RECOVERY (1980)
 EZ2127
 EZ2127'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2127'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2127'CORRECTION - SR 1103 IS BILTMORE STREET.
 EZ2127
 EZ2127                          STATION RECOVERY (1980)
 EZ2127
 EZ2127'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2127'1.5 MI SSW FROM PINEBLUFF.
 EZ2127'1.5 MILE SOUTH ALONG U.S. 1 FROM INTERSECTION WITH SR 1103-BALTIMORE
 EZ2127'AVENUE-IN PINEBLUFF, IN MEDIAN OF HIGHWAY, APPROXIMATELY 750 FEET
 EZ2127'SOUTHWEST OF A BRICK INDUSTRIAL BUILDING AND 0.15 MILE NORTH OF
 EZ2127'INTERSECTION WITH SR 1102, 45.3 FEET SOUTHEAST OF CENTERLINE OF
 EZ2127'SOUTHBOUND LANES, 57.8 FEET NORTHWEST OF CENTERLINE ON NORTHBOUND
 EZ2127'LANES, 39.7 FEET SOUTH-SOUTHEAST OF 10 INCH PINE, 59.5 FEET
 EZ2127'NORTH-NORTHEAST OF 10 INCH PINE AND 134.3 FEET NORTHWEST OF POWER POLE
 EZ2127'3005-TREES AND POLE HAVE REFERENCE TAGS-.
 EZ2127'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2254 ***********************************************************************
 EA2254  DESIGNATION -  BLUFF
 EA2254  PID         -  EA2254
 EA2254  STATE/COUNTY-  NC/ONSLOW
 EA2254  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2254
 EA2254                         *CURRENT SURVEY CONTROL
 EA2254  ___________________________________________________________________
 EA2254* NAD 83(2001)-  34 39 36.61255(N)    077 21 23.57753(W)     ADJUSTED  
 EA2254* NAVD 88     -         4.80   (+/-2cm)      15.7    (feet)  VERTCON   
 EA2254  ___________________________________________________________________
 EA2254  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EA2254  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA2254  HORZ ORDER  -  THIRD
 EA2254  VERT ORDER  -  THIRD ? (See Below)
 EA2254
 EA2254.The horizontal coordinates were established by classical geodetic methods
 EA2254.and adjusted by the National Geodetic Survey in August 2005.
 EA2254
 EA2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2254.The vertical order pertains to the NGVD 29 superseded value.
 EA2254
 EA2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2254
 EA2254.The geoid height was determined by GEOID03.
 EA2254
 EA2254;                    North         East     Units Scale Factor Converg.
 EA2254;SPC NC       -   102,213.378   760,228.342   MT  0.99992552   +0 56 54.8
 EA2254;SPC NC       -   335,345.06  2,494,182.49   sFT  0.99992552   +0 56 54.8
 EA2254;UTM  18      - 3,837,884.690   284,054.049   MT  1.00017481   -1 20 26.5
 EA2254
 EA2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2254!SPC NC       -   1.00000508  x   0.99992552  =   0.99993060
 EA2254!UTM  18      -   1.00000508  x   1.00017481  =   1.00017989
 EA2254
 EA2254:                Primary Azimuth Mark                     Grid Az
 EA2254:SPC NC       -  FRENCH                                   154 10 58.5
 EA2254:UTM  18      -  FRENCH                                   156 28 19.8
 EA2254
 EA2254|---------------------------------------------------------------------|
 EA2254| PID    Reference Object                     Distance      Geod. Az  |
 EA2254|                                                           dddmmss.s |
 EA2254| EA2263 FRENCH                              APPROX. 3.1 KM 1550753.3 |
 EA2254|---------------------------------------------------------------------|
 EA2254
 EA2254                          SUPERSEDED SURVEY CONTROL
 EA2254
 EA2254  NAD 83(1986)-  34 39 36.62546(N)    077 21 23.59139(W) AD(       ) 3
 EA2254  NAD 27      -  34 39 36.03400(N)    077 21 24.73300(W) AD(       ) 3
 EA2254  NGVD 29 (07/19/86)    5.13   (m)           16.8    (f) LEVELING    3  
 EA2254
 EA2254.Superseded values are not recommended for survey control.
 EA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2254.See file dsdata.txt to determine how the superseded data were derived.
 EA2254
 EA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8405437885(NAD 83)
 EA2254_MARKER: U = CONCRETE POST
 EA2254_SETTING: 0 = UNSPECIFIED SETTING
 EA2254_STAMPING: U.S.E.D. 1931
 EA2254_MARK LOGO: USE   
 EA2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2254
 EA2254  HISTORY     - Date     Condition        Report By
 EA2254  HISTORY     - 1931     MONUMENTED       USE
 EA2254  HISTORY     - 1942     SEE DESCRIPTION  LOCSUR
 EA2254
 EA2254                          STATION DESCRIPTION
 EA2254
 EA2254'DESCRIBED BY US ENGINEERS 1931 (TRC)
 EA2254'ON EAST SIDE OF NEW RIVER, ON HIGH BLUFF ABOUT MIDWAY BETWEEN
 EA2254'FRENCHES CREEK AND HADNOTS POINT, ABOUT 20 FEET BACK FROM TOP OF
 EA2254'BLUFF, AND IN EDGE OF CULTIVATED FIELD.
 EA2254'MARKED BY CONCRETE MONUMENT STAMPED---U.S.E.D. 1931---.
 EA2254
 EA2254                          STATION RECOVERY (1942)
 EA2254
 EA2254'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 EA2254'LETTER MR. B. EVERETT BEAVIN, CHIEF OF SURVEYS, CARR AND J.E. GREINER
 EA2254'CO., MARINE BARRACKS, NEW RIVER, N.C., DATED 9/24/42.
 EA2254'
 EA2254'STATION HAS BEEN DESTROYED BY EROSION.  A NEW STATION BLUFF 1941
 EA2254'(MONUMENT) WAS ESTABLISHED BY THIS COMPANY BY A SYSTEM OF
 EA2254'TRIANGULATION USING A THEODOLITE AND METHODS WHICH WE BELIEVE WILL
 EA2254'GIVE SECOND ORDER ACCURACY.
 EA2254'
 EA2254'TWO REFERENCE MONUMENTS WERE ESTABLISHED.  THE NORTHERLY MONUMENT
 EA2254'BEING DISTANT N 2 DEG 21 MIN 20 SEC E 547.39 FEET FROM BLUFF 1941
 EA2254'AND THE SOUTHERLY MONUMENT BEING DISTANT N 34 DEG 43 MIN 50 SEC E
 EA2254'360.44 FEET.  BOTH REFERENCE MONUMENTS ARE IN LINE WITH THE E FACE
 EA2254'OF DIVISION HEADQUARTERS BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2494 ***********************************************************************
 EA2494  DESIGNATION -  BLUFF
 EA2494  PID         -  EA2494
 EA2494  STATE/COUNTY-  NC/PENDER
 EA2494  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2494
 EA2494                         *CURRENT SURVEY CONTROL
 EA2494  ___________________________________________________________________
 EA2494* NAD 83(2001)-  34 24 58.55404(N)    077 34 00.45595(W)     ADJUSTED  
 EA2494* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2494  ___________________________________________________________________
 EA2494  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 EA2494  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 EA2494  HORZ ORDER  -  THIRD
 EA2494
 EA2494.The horizontal coordinates were established by classical geodetic methods
 EA2494.and adjusted by the National Geodetic Survey in August 2005.
 EA2494
 EA2494.The orthometric height was scaled from a topographic map.
 EA2494
 EA2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2494
 EA2494.The geoid height was determined by GEOID03.
 EA2494
 EA2494;                    North         East     Units Scale Factor Converg.
 EA2494;SPC NC       -    74,862.013   741,350.893   MT  0.99997806   +0 49 37.9
 EA2494;SPC NC       -   245,609.79  2,432,248.72   sFT  0.99997806   +0 49 37.9
 EA2494;UTM  18      - 3,811,299.972   264,095.966   MT  1.00028601   -1 27 05.1
 EA2494
 EA2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2494!SPC NC       -   1.00000576  x   0.99997806  =   0.99998382
 EA2494!UTM  18      -   1.00000576  x   1.00028601  =   1.00029177
 EA2494
 EA2494:                Primary Azimuth Mark                     Grid Az
 EA2494:SPC NC       -  LACEY                                    012 36 58.6
 EA2494:UTM  18      -  LACEY                                    014 53 41.6
 EA2494
 EA2494|---------------------------------------------------------------------|
 EA2494| PID    Reference Object                     Distance      Geod. Az  |
 EA2494|                                                           dddmmss.s |
 EA2494| EA2502 LACEY                               APPROX. 2.1 KM 0132636.5 |
 EA2494| EA2489 BEACON 72                           APPROX. 1.6 KM 0362001.5 |
 EA2494| EA2519 3 5 6                               APPROX. 2.1 KM 0423408.2 |
 EA2494| EA2516 BEACON 12                           APPROX. 2.1 KM 0425116.8 |
 EA2494| EA2505 SEARS LANDING TANK                  APPROX. 2.2 KM 0593109.8 |
 EA2494| EA2490 BECK                                APPROX. 1.2 KM 3143626.4 |
 EA2494|---------------------------------------------------------------------|
 EA2494
 EA2494                          SUPERSEDED SURVEY CONTROL
 EA2494
 EA2494  NAD 83(1986)-  34 24 58.56762(N)    077 34 00.46835(W) AD(       ) 3
 EA2494  NAD 27      -  34 24 57.96400(N)    077 34 01.57800(W) AD(       ) 3
 EA2494
 EA2494.Superseded values are not recommended for survey control.
 EA2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2494.See file dsdata.txt to determine how the superseded data were derived.
 EA2494
 EA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6409611300(NAD 83)
 EA2494_MARKER: DS = TRIANGULATION STATION DISK
 EA2494_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2494_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2494_MARK LOGO: CGS   
 EA2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2494
 EA2494  HISTORY     - Date     Condition        Report By
 EA2494  HISTORY     - 1914     MONUMENTED       CGS
 EA2494  HISTORY     - 1933     GOOD             CGS
 EA2494  HISTORY     - 1942     GOOD             USE
 EA2494  HISTORY     - 1943     GOOD             CGS
 EA2494  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2494
 EA2494                          STATION DESCRIPTION
 EA2494
 EA2494'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2494'STATION IS LOCATED AT THE NE END OF TOPSAIL SOUND, NEARLY
 EA2494'OPPOSITE BISHOP CREEK, ABOUT 100 YARDS FROM THE N CORNER OF THE
 EA2494'WOODS KNOWN AS TOPSAIL BLUFFS, ON THE MARSH ABOUT 2 YARDS FROM
 EA2494'HIGH-WATER MARK.
 EA2494'
 EA2494'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2494'AT THE CENTER OF THE TOP OF A TILE.
 EA2494'
 EA2494'THERE ARE NO REFERENCE MARKS.
 EA2494
 EA2494                          STATION RECOVERY (1933)
 EA2494
 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2494'STATION WAS RECOVERED AND WAS IN GOOD CONDITION.  AT THE SE SIDE
 EA2494'OF TOPSAIL SOUND, ABOUT OPPOSITE BISHOP CREEK, ABOUT 100 YARDS
 EA2494'FROM THE N CORNER OF THE WOODS KNOWN AS TOPSAIL BLUFF, ON THE
 EA2494'MARSH AT ABOUT HIGH WATER, AND 4 YARDS FROM LOW WATER.
 EA2494
 EA2494                          STATION RECOVERY (1942)
 EA2494
 EA2494'RECOVERY NOTE BY US ENGINEERS 1942
 EA2494'STATION IN FAIR CONDITION.  ACTION OF WATER IS LOOSENING STATION.
 EA2494
 EA2494                          STATION RECOVERY (1943)
 EA2494
 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA2494'THE ORIGINAL DESCRIPTION IS ADEQUATE AND ACCURATE.  THE BEACH
 EA2494'IS ERODING AND THE STATION MAY BE LOST IN A FEW YEARS.
 EA2494'
 EA2494'THE STATION IS ABOUT 1-1/2 MILES SSW OF SEARS LANDING, IN THE
 EA2494'HIGH-WATER LINE ON THE SE SIDE OF TOPSAIL SOUND, ABOUT OPPOSITE
 EA2494'BISHOP CREEK, AND ABOUT 100 YARDS N OF THE N CORNER OF A WOODS
 EA2494'KNOWN AS TOPSAIL BLUFF.  THE STATION IS A STANDARD DISK SET IN
 EA2494'THE CENTER OF THE TOP OF A TILE EMBEDDED IN THE GROUND.  THERE
 EA2494'ARE NO REFERENCE MARKS.
 EA2494'
 EA2494'TO REACH FROM THE BRIDGE AT SEARS LANDING, GO SE 0.4 MILE AND
 EA2494'TURN RIGHT, THENCE ON THE ONLY ROAD SW 1.4 MILES.  WALK NW ACROSS
 EA2494'DUNES, WOODS, AND MARSH TO THE WATER EDGE 100 YARDS N OF THE
 EA2494'ABOVE-NAMED WOODS AND THE STATION.
 EA2494
 EA2494                          STATION RECOVERY (1964)
 EA2494
 EA2494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2494'DESTROYED.  MONUMENT FOUND BROKEN INTO PIECES.  DISK REMOVED BY
 EA2494'PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2333 ***********************************************************************
 EY2333  DESIGNATION -  BLUFF
 EY2333  PID         -  EY2333
 EY2333  STATE/COUNTY-  NC/CRAVEN
 EY2333  USGS QUAD   -  NEW BERN (1994)
 EY2333
 EY2333                         *CURRENT SURVEY CONTROL
 EY2333  ___________________________________________________________________
 EY2333* NAD 83(2001)-  35 04 57.05044(N)    077 03 18.36917(W)     ADJUSTED  
 EY2333* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 EY2333  ___________________________________________________________________
 EY2333  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 EY2333  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EY2333  HORZ ORDER  -  SECOND
 EY2333
 EY2333.The horizontal coordinates were established by classical geodetic methods
 EY2333.and adjusted by the National Geodetic Survey in August 2005.
 EY2333
 EY2333.The orthometric height was scaled from a topographic map.
 EY2333
 EY2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2333
 EY2333.The geoid height was determined by GEOID03.
 EY2333
 EY2333;                    North         East     Units Scale Factor Converg.
 EY2333;SPC NC       -   149,552.969   786,935.759   MT  0.99987693   +1 07 21.1
 EY2333;SPC NC       -   490,658.37  2,581,805.07   sFT  0.99987693   +1 07 21.1
 EY2333;UTM  18      - 3,884,125.334   312,643.195   MT  1.00003263   -1 10 53.5
 EY2333
 EY2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2333!SPC NC       -   1.00000543  x   0.99987693  =   0.99988236
 EY2333!UTM  18      -   1.00000543  x   1.00003263  =   1.00003806
 EY2333
 EY2333:                Primary Azimuth Mark                     Grid Az
 EY2333:SPC NC       -  EEL                                      006 33 52.1
 EY2333:UTM  18      -  EEL                                      008 52 06.7
 EY2333
 EY2333|---------------------------------------------------------------------|
 EY2333| PID    Reference Object                     Distance      Geod. Az  |
 EY2333|                                                           dddmmss.s |
 EY2333| EY2339 EEL                                 445.997 METERS 0074113.2 |
 EY2333| EY2353 NEW BERN STEEL STACK                APPROX. 1.3 KM 0403541.6 |
 EY2333| EY4399 BLUFF RM 1                            6.205 METERS 05710     |
 EY2333| EY4400 BLUFF RM 2                            7.570 METERS 20242     |
 EY2333| EY2340 FERRY                               350.480 METERS 22937     |
 EY2333| EY2352 NEW BERN STANDPIPE                  APPROX. 2.5 KM 3595125.6 |
 EY2333|---------------------------------------------------------------------|
 EY2333
 EY2333                          SUPERSEDED SURVEY CONTROL
 EY2333
 EY2333  NAD 83(1986)-  35 04 57.06105(N)    077 03 18.37994(W) AD(       ) 2
 EY2333  NAD 27      -  35 04 56.48500(N)    077 03 19.56500(W) AD(       ) 2
 EY2333
 EY2333.Superseded values are not recommended for survey control.
 EY2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2333.See file dsdata.txt to determine how the superseded data were derived.
 EY2333
 EY2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1264384125(NAD 83)
 EY2333
 EY2333  HISTORY     - Date     Condition        Report By
 EY2333  HISTORY     - 1932     MONUMENTED       CGS
 EY2333  HISTORY     - 1935     GOOD             CGS
 EY2333  HISTORY     - 1948     GOOD             CGS
 EY2333  HISTORY     - 1960     GOOD             CGS
 EY2333  HISTORY     - 1966     GOOD             CGS
 EY2333  HISTORY     - 1977     GOOD             NGS
 EY2333  HISTORY     - 19960514 GOOD             USPSQD
 EY2333
 EY2333                          STATION DESCRIPTION
 EY2333
 EY2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY2333'STATION IS ON THE E SIDE OF TRENT RIVER, ABOUT 1.4 MILES SW OF
 EY2333'NORFOLK SOUTHERN RAILROAD DOCK AT NEW BERN, AT TOP OF 10 FOOT BLUFF
 EY2333'IN OLD FIELD WITH SCATTERED PINES, AND 13 METERS (43 FEET) FROM
 EY2333'WATER LINE.  TO REACH FROM S END OF BRIDGE OVER TRENT RIVER IN NEW
 EY2333'BERN, FOLLOW U.S. HIGHWAY 70 SW FOR 0.1 MILE.  TURN RIGHT ON
 EY2333'NARROW PAVED ROAD FOR 1 MILE, TURN RIGHT AND FOLLOW WIDE GRADED ROAD
 EY2333'MARKED POLLOCKSVILLE FOR 0.4 MILE, TURN RIGHT AT SIGN TRENT HOUSE
 EY2333'FOR 0.4 MILE TO POINT WHERE ROAD MAKES SHARP LEFT TURN, AND
 EY2333'CONTINUE STRAIGHT AHEAD THROUGH FIELD TO RIVER AND STATION.  STATION
 EY2333'AND REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE AT THE CENTER OF
 EY2333'TOP OF TILE.  REFERENCE MARK NO.1
 EY2333'IS 6.23 METERS (20.4 FEET) FROM STATION N 57 DEG 10
 EY2333'MIN E.  REFERENCE MARK NO.2 IS 7.61 METERS (25 FEET) FROM STATION
 EY2333'S 22 DEG 41 MIN W.  TWO STORY WHITE HOUSE IS 450 METERS
 EY2333'(1,476 FEET) FROM STATION S 13 DEG 19 MIN W.
 EY2333
 EY2333                          STATION RECOVERY (1948)
 EY2333
 EY2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2333'ORIGINAL DESCRIPTION IS INADEQUATE.
 EY2333'
 EY2333'STATION IS LOCATED ON THE E SHORE OF TRENT RIVER.  APPROXIMATELY 1.3
 EY2333'MILES UPSTREAM FROM BRIDGE ON HIGHWAY 70 ACROSS TRENT RIVER.  IT IS
 EY2333'ON A SMALL BLUFF APPROXIMATELY 10 FEET ABOVE MEAN HIGH WATER LINE.
 EY2333'
 EY2333'STATION MARK IS A BRONZE DISK, STAMPED BLUFF 1932, SET IN THE TOP OF
 EY2333'A 12 INCH TILE.
 EY2333'
 EY2333'REFERENCE MARK 1 IS A BRONZE DISK, STAMPED BLUFF 1 1932, SET IN THE
 EY2333'TOP OF A 10 INCH TILE.
 EY2333'
 EY2333'REFERENCE MARK 2 IS A BRONZE DISK, STAMPED BLUFF 2 1932, SET IN THE
 EY2333'TOP OF A 10 INCH TILE.
 EY2333'
 EY2333'THE STATION AND REFERENCE MARKS ARE APPROXIMATELY 2 INCHES
 EY2333'UNDERGROUND AND IN VERY GOOD CONDITION.
 EY2333'
 EY2333'TO REACH STATION FROM NEW BERN, SET 0.0 ON SPEEDOMETER AT SE END OF
 EY2333'TRENT RIVER BRIDGE AND FOLLOW U.S. HIGHWAY 70 FOR 0.1 MILE AND TURN
 EY2333'RIGHT ON PAVED ROAD TO THURMAN, FOLLOW THIS ROAD 0.3 MILE AND TURN
 EY2333'RIGHT ON A WIDE WINDING ROAD PARALLELING ELECTRIC POWER LINE.
 EY2333'CONTINUE ON THIS MAIN ROAD FOR 1.1 MILES TO A DRIVEWAY THAT TURNS
 EY2333'SHARP RIGHT CLOSE BY TO POWER POLE 7, TO HOME OF W.M. GUTHERIE.
 EY2333'STATION IS 472 FEET N OF THE NW CORNER OF THIS HOUSE AND IN
 EY2333'APPROXIMATE AZIMUTH OF 175 DEG.  STATION IS 30 FEET N OF A
 EY2333'LONE 4 INCH 15 FOOT TALL PINE TREE AND 12 METERS FROM MEAN HIGH WATER
 EY2333'LINE.
 EY2333'
 EY2333'REFERENCE MARK 1 IS 6.23 METERS (20.4 FEET) FROM STATION.
 EY2333'
 EY2333'REFERENCE MARK 2 IS 7.61 METERS (25.0 FEET) FROM STATION
 EY2333'AND IS 11 FEET E OF THE LONE 4 INCH PINE TREE.
 EY2333'
 EY2333'DISTANCES FROM REFERENCE MARKS TO STATION WERE FOUND TO CHECK CLOSELY
 EY2333'WITH THE ABOVE GIVEN DISTANCES.
 EY2333
 EY2333                          STATION RECOVERY (1960)
 EY2333
 EY2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 EY2333'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EY2333'
 EY2333'THE PREVIOUS DESCRIPTION WAS FOUND TO BE IN ADEQUATE FOR FUTURE
 EY2333'RECOVERY.  FROM THE SOUTH END OF NEW TRENT RIVER BRIDGE GO EAST ON
 EY2333'MAIN HIGHWAY FOR 0.35 MILE TO SIGN (AIRPORT).  TURN RIGHT FOLLOWING
 EY2333'AIRPORT ROAD FOR 0.45 MILE TO BLACK TOP ROAD ON RIGHT.  TURN RIGHT
 EY2333'AND GO 0.95 MILE TO DRIVE WAY LEADING TO GREEN AND WHITE HOUSE
 EY2333'(CHARLES RODMAN FRENCH RESIDENCE).  TURN RIGHT INTO DRIVEWAY AND
 EY2333'GO 0.05 MILE TO RIVER BANK.  THE STATION IS ON THE BANK OF THE
 EY2333'RIVER, 105.4 FEET NORTH OF THE NORTHWEST CORNER OF THE FRENCH
 EY2333'HOME, 38.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF SMALL PIER AND
 EY2333'24.9 FEET SOUTH OF RETAINING WALL. THE STATION AND REFERENCE MARKS
 EY2333'ARE ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2333
 EY2333                          STATION RECOVERY (1966)
 EY2333
 EY2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 EY2333'STATION RECOVERED IN GOOD CONDITION THE 1960 RECOVERY NOTE IS GOOD.
 EY2333
 EY2333                          STATION RECOVERY (1977)
 EY2333
 EY2333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRD)
 EY2333'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2333'
 EY2333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY2333'2.1 MILES SW OF NEW BERN.
 EY2333
 EY2333                          STATION RECOVERY (1996)
 EY2333
 EY2333'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1958 ***********************************************************************
 FZ1958  DESIGNATION -  BLUFF
 FZ1958  PID         -  FZ1958
 FZ1958  STATE/COUNTY-  NC/ALLEGHANY
 FZ1958  USGS QUAD   -  WHITEHEAD (1998)
 FZ1958
 FZ1958                         *CURRENT SURVEY CONTROL
 FZ1958  ___________________________________________________________________
 FZ1958* NAD 83(2007)-  36 25 43.07076(N)    081 07 47.74083(W)     ADJUSTED  
 FZ1958* NAVD 88     -      1149.05   (+/-2cm)    3769.8    (feet)  VERTCON   
 FZ1958  ___________________________________________________________________
 FZ1958  EPOCH DATE  -        2002.00
 FZ1958  X           -     792,373.337 (meters)                     COMP
 FZ1958  Y           -  -5,077,340.222 (meters)                     COMP
 FZ1958  Z           -   3,767,228.582 (meters)                     COMP
 FZ1958  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FZ1958  ELLIP HEIGHT-        1116.921 (meters)          (02/10/07) ADJUSTED
 FZ1958  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FZ1958
 FZ1958  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1958  Type    PID    Designation                      North   East  Ellip
 FZ1958  -------------------------------------------------------------------
 FZ1958  NETWORK FZ1958 BLUFF                             0.74   0.59   1.72
 FZ1958  -------------------------------------------------------------------
 FZ1958  VERT ORDER  -  THIRD ? (See Below)
 FZ1958
 FZ1958.The horizontal coordinates were established by GPS observations
 FZ1958.and adjusted by the National Geodetic Survey in February 2007.
 FZ1958
 FZ1958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1958.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1958.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1958.The epoch date for horizontal control is a decimal equivalence
 FZ1958.of Year/Month/Day.
 FZ1958
 FZ1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1958.The vertical order pertains to the NGVD 29 superseded value.
 FZ1958
 FZ1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1958
 FZ1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1958
 FZ1958.The ellipsoidal height was determined by GPS observations
 FZ1958.and is referenced to NAD 83.
 FZ1958
 FZ1958.The geoid height was determined by GEOID03.
 FZ1958
 FZ1958;                    North         East     Units Scale Factor Converg.
 FZ1958;SPC NC       -   299,212.725   418,602.330   MT  1.00008366   -1 13 45.6
 FZ1958;SPC NC       -   981,667.08  1,373,364.48   sFT  1.00008366   -1 13 45.6
 FZ1958;UTM  17      - 4,031,499.417   488,353.591   MT  0.99960167   -0 04 37.8
 FZ1958
 FZ1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1958!SPC NC       -   0.99982474  x   1.00008366  =   0.99990838
 FZ1958!UTM  17      -   0.99982474  x   0.99960167  =   0.99942648
 FZ1958
 FZ1958|---------------------------------------------------------------------|
 FZ1958| PID    Reference Object                     Distance      Geod. Az  |
 FZ1958|                                                           dddmmss.s |
 FZ1958| FZ2239 BLUFF RM 1                           16.809 METERS 01722     |
 FZ1958| FZ1956 2 C 394 3 40                         29.998 METERS 01816     |
 FZ1958| FZ2645 BLUFF RM 3                           56.379 METERS 06356     |
 FZ1958| FZ1957 BELLOWS                             483.112 METERS 2121531.5 |
 FZ1958| FZ2238 BLUFF AZ MK                         288.784 METERS 22402     |
 FZ1958| FZ1953 MULBERRY 2                          APPROX.10.4 KM 2360614.9 |
 FZ1958| FZ2596 PEACH MTN NPS RADIO MAST            APPROX. 9.1 KM 2934141.0 |
 FZ1958| FZ2240 BLUFF RM 2                           15.749 METERS 31902     |
 FZ1958| FZ1955 2 C 393 10 40                        20.909 METERS 32439     |
 FZ1958|---------------------------------------------------------------------|
 FZ1958
 FZ1958                          SUPERSEDED SURVEY CONTROL
 FZ1958
 FZ1958  NAD 83(2001)-  36 25 43.07039(N)    081 07 47.74083(W) AD(       ) 1
 FZ1958  ELLIP H (03/13/03) 1116.925  (m)                       GP(       ) 4 2
 FZ1958  NAD 83(1995)-  36 25 43.07223(N)    081 07 47.74140(W) AD(       ) 1
 FZ1958  NAD 83(1993)-  36 25 43.07614(N)    081 07 47.74639(W) AD(       ) 1
 FZ1958  NAD 83(1986)-  36 25 43.07896(N)    081 07 47.74843(W) AD(       ) 1
 FZ1958  NAD 83(1986)-  36 25 43.07896(N)    081 07 47.74843(W) AD(       ) 3
 FZ1958  NAD 27      -  36 25 42.60800(N)    081 07 48.44200(W) AD(       ) 3
 FZ1958  NGVD 29 (06/26/91) 1149.18   (m)         3770.3    (f) LEVELING    3  
 FZ1958
 FZ1958.Superseded values are not recommended for survey control.
 FZ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1958.See file dsdata.txt to determine how the superseded data were derived.
 FZ1958
 FZ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8835431499(NAD 83)
 FZ1958_MARKER: DE = TRAVERSE STATION DISK
 FZ1958_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1958_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ1958_STAMPING: BLUFF 1954
 FZ1958_MARK LOGO: CGS   
 FZ1958_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1958+STABILITY: POSITION/ELEVATION WELL
 FZ1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1958+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 FZ1958
 FZ1958  HISTORY     - Date     Condition        Report By
 FZ1958  HISTORY     - 1954     MONUMENTED       NCGS
 FZ1958  HISTORY     - 1954     GOOD             CGS
 FZ1958  HISTORY     - 1970     GOOD             NCGS
 FZ1958  HISTORY     - 1979     GOOD             NCGS
 FZ1958  HISTORY     - 1984     GOOD             NCGS
 FZ1958  HISTORY     - 19881213 GOOD
 FZ1958  HISTORY     - 19901123 GOOD             NCGS
 FZ1958  HISTORY     - 19920715 GOOD             NCGS
 FZ1958  HISTORY     - 20030427 GOOD             INDIV
 FZ1958  HISTORY     - 20050509 GOOD             GEOCAC
 FZ1958
 FZ1958                          STATION DESCRIPTION
 FZ1958
 FZ1958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1954 (ELJ)
 FZ1958'STATION IS LOCATED ABOUT 24 MILES NORTH OF NORTH WILKESBORO, 10 MILES
 FZ1958'NORTHEAST OF MULBERRY GAP AND 3 MILES SOUTH OF WHITEHEAD, ABOUT 100
 FZ1958'YARDS NORTHWEST OF THE BLUE RIDGE PARKWAY.  IT IS ABOUT 100 FEET
 FZ1958'SOUTHWEST OF THE HIGHEST POINT OF A BARE HILL, 6 FEET SOUTHWEST OF
 FZ1958'THE SOUTHWEST EDGE OF THE MOST NORTHERLY OF TWO LARGE VERTICAL PIECES
 FZ1958'OF BEDROCK WHICH PROJECT ABOUT 8 FEET.  THE DISK IS FLUSH AND IS
 FZ1958'STAMPED BLUFF 1954.
 FZ1958'
 FZ1958'REFERENCE MARK NO. 1 IS IN THE NORTHEAST EDGE OF A LARGE PIECE OF
 FZ1958'BEDROCK WHICH PROJECTS ABOUT 1 FOOT.  THE DISK IS FLUSH AND IS
 FZ1958'STAMPED BLUFF NO 1 1954.
 FZ1958'
 FZ1958'REFERENCE MARK NO. 2 IS 19 FEET EAST OF A FENCE CORNER IN THE NORTH
 FZ1958'EDGE OF A LARGE PIECE OF PROJECTING BEDROCK.  THE DISK IS FLUSH AND
 FZ1958'IS STAMPED BLUFF NO 2 1954.
 FZ1958'
 FZ1958'2-C 393 10-40 USDI NPS IS 1 FOOT EAST OF A FENCE CORNER.  IT IS A
 FZ1958'4 X 4 INCH CONCRETE POST PROJECTING ABOUT 8 INCHES WITH A 2 INCH
 FZ1958'USDI NPS ROUND BRONZE DISK IN THE TOP STAMPED 2-C 393 10-40.
 FZ1958'
 FZ1958'2-C 394 3-40 USDI NPS IS ABOUT 75 FEET WEST OF THE HIGHEST POINT OF
 FZ1958'THE HILL AND 3 FEET SOUTHEAST OF A FENCE LINE.  IT IS A 4 X 4 INCH
 FZ1958'CONCRETE POST PROJECTING ABOUT 8 INCHES WITH A 2 INCH USDI NPS
 FZ1958'ROUND BRONZE DISK IN THE TOP STAMPED 2-C 394 3-40.
 FZ1958'
 FZ1958'AZIMUTH MARK IS 28 FEET NORTHWEST OF A FENCE LINE AND 20 FEET
 FZ1958'SOUTHEAST OF THE CENTER OF BLUE RIDGE PARKWAY, IN A LEDGE IN BEDROCK
 FZ1958'ABOUT 3 FEET ABOVE ROAD LEVEL.  THE DISK IS FLUSH AND IS STAMPED
 FZ1958'BLUFF 1954.
 FZ1958'
 FZ1958'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND BLUE
 FZ1958'RIDGE PARKWAY, ABOUT 21 MILES NORTHWEST OF NORTH WILKESBORO, GO
 FZ1958'NORTHEAST ON BLUE RIDGE PARKWAY FOR 9.6 MILES TO SIDE ROAD RIGHT TO
 FZ1958'OLD DWELLING, CONTINUE ON PARKWAY FOR 0.9 MILE TO AZIMUTH MARK ON
 FZ1958'THE RIGHT AS DESCRIBED.  CONTINUE NORTHEAST ON PARKWAY FOR 0.1 MILE
 FZ1958'(THIS IS 0.1 MILE BEFORE REACHING AIR BELLOWS GAP) AND END OF
 FZ1958'TRUCK TRAVEL.  PACK NORTHWESTERLY UP BARE HILL TO MOST NORTHERLY
 FZ1958'OF 2 LARGE PROJECTING BEDROCKS AND STATION.
 FZ1958'
 FZ1958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1958
 FZ1958                          STATION RECOVERY (1954)
 FZ1958
 FZ1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FZ1958'RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (1970)
 FZ1958
 FZ1958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF)
 FZ1958'BLUFF 1954 RECOVERED IN GOOD CONDITION.
 FZ1958'RM NO. 1 RECOVERED IN GOOD CONDITION.  DISTANCE CHECKED.
 FZ1958'RM NO. 2 RECOVERED IN GOOD CONDITION.  DISTANCE CHECKED.
 FZ1958'AZ. MARK RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (1979)
 FZ1958
 FZ1958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ1958'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FZ1958
 FZ1958                          STATION RECOVERY (1984)
 FZ1958
 FZ1958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ1958'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1958'ALL MARKS ARE IN GOOD CONDITION AS DESCRIBED.
 FZ1958'A NEW ADDITION FOLLOWS.
 FZ1958'
 FZ1958'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED---BLUFF NO 3
 FZ1958'1954---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH
 FZ1958'THE GROUND.  LOCATED 80.0 FEET SOUTH OF A NPS 4 BY 4 INCH CONCRETE
 FZ1958'MONUMENT 2-C395 AND--, 67.4 FEET SOUTH-SOUTHWEST OF A 8 INCH PINE
 FZ1958'AND 80.2 FEET WEST OF 8 INCH LOCUST AND 70.5 FEET SOUTHEAST OF 4
 FZ1958'INCH PINE--ALL WITH REFERENCE TAGS.
 FZ1958'
 FZ1958'STATION IS NOT A BENCH MARK.
 FZ1958
 FZ1958                          STATION RECOVERY (1988)
 FZ1958
 FZ1958'RECOVERED 1988
 FZ1958'RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (1990)
 FZ1958
 FZ1958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ1958'RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (1992)
 FZ1958
 FZ1958'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1958'RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (2003)
 FZ1958
 FZ1958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ1958'RECOVERED IN GOOD CONDITION.
 FZ1958
 FZ1958                          STATION RECOVERY (2005)
 FZ1958
 FZ1958'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ1958'STATION, RM'S 1, 2, 3 AND AZ MK WERE FOUND IN GOOD CONDITION WITH THIS
 FZ1958'NOTE-- RM 3 (FZ2645) IS A NCGS BENCH MARK DISC CONVERTED TO A RM BY
 FZ1958'THE ELIMINATION OF THE WORD BENCH, THE ADDITION OF THE LETTERS REF AND
 FZ1958'A DIRECTIONAL ARROW. THE DISC IS STAMPED BLUFF NO 3 1984.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3910 ***********************************************************************
 FX3910  DESIGNATION -  BLUFF
 FX3910  PID         -  FX3910
 FX3910  STATE/COUNTY-  NC/HERTFORD
 FX3910  USGS QUAD   -  HARRELLSVILLE (1982)
 FX3910
 FX3910                         *CURRENT SURVEY CONTROL
 FX3910  ___________________________________________________________________
 FX3910* NAD 83(2001)-  36 21 35.99678(N)    076 48 16.26985(W)     ADJUSTED  
 FX3910* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3910  ___________________________________________________________________
 FX3910  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 FX3910  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 FX3910  HORZ ORDER  -  THIRD
 FX3910
 FX3910.The horizontal coordinates were established by classical geodetic methods
 FX3910.and adjusted by the National Geodetic Survey in August 2005.
 FX3910
 FX3910.The orthometric height was scaled from a topographic map.
 FX3910
 FX3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3910
 FX3910.The geoid height was determined by GEOID03.
 FX3910
 FX3910;                    North         East     Units Scale Factor Converg.
 FX3910;SPC NC       -   291,726.305   806,645.952   MT  1.00005970   +1 16 01.8
 FX3910;SPC NC       -   957,105.39  2,646,470.93   sFT  1.00005970   +1 16 01.8
 FX3910;UTM  18      - 4,025,390.624   338,097.323   MT  0.99992297   -1 04 12.2
 FX3910
 FX3910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3910!SPC NC       -   1.00000538  x   1.00005970  =   1.00006508
 FX3910!UTM  18      -   1.00000538  x   0.99992297  =   0.99992835
 FX3910
 FX3910:                Primary Azimuth Mark                     Grid Az
 FX3910:SPC NC       -  RIVER                                    003 35 15.2
 FX3910:UTM  18      -  RIVER                                    005 55 29.2
 FX3910
 FX3910|---------------------------------------------------------------------|
 FX3910| PID    Reference Object                     Distance      Geod. Az  |
 FX3910|                                                           dddmmss.s |
 FX3910| FX3927 RIVER                               451.924 METERS 0045117.0 |
 FX3910| FX3914 EURE                                APPROX. 1.0 KM 1090545.8 |
 FX3910| FX4583 BLUFF WM 1                           35.220 METERS 13327     |
 FX3910| FX4582 BLUFF RM 1                           15.450 METERS 21324     |
 FX3910|---------------------------------------------------------------------|
 FX3910
 FX3910                          SUPERSEDED SURVEY CONTROL
 FX3910
 FX3910  NAD 83(1993)-  36 21 35.99816(N)    076 48 16.27566(W) AD(       ) 3
 FX3910  NAD 83(1986)-  36 21 36.00748(N)    076 48 16.28516(W) AD(       ) 3
 FX3910  NAD 27      -  36 21 35.44000(N)    076 48 17.45000(W) AD(       ) 3
 FX3910
 FX3910.Superseded values are not recommended for survey control.
 FX3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3910.See file dsdata.txt to determine how the superseded data were derived.
 FX3910
 FX3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3809725391(NAD 83)
 FX3910_MARKER: I = METAL ROD
 FX3910_SETTING: 0 = UNSPECIFIED SETTING
 FX3910
 FX3910  HISTORY     - Date     Condition        Report By
 FX3910  HISTORY     - 1932     MONUMENTED       CGS
 FX3910  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3910
 FX3910                          STATION DESCRIPTION
 FX3910
 FX3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3910'ON CHOWAN RIVER, ABOUT 5 METERS (16 FEET) FROM SOUTHERN BANK
 FX3910'DIRECTLY ACROSS RIVER FROM WESTERN MOUTH OF ISLAND CREEK.  MARKED
 FX3910'WITH A 2 INCH CAST IRON PIPE EXTENDING 1 FOOT ABOVE WATER SURFACE
 FX3910'AND SURROUNDED BY SHORT PILLING.  REFERENCE MARK NO.1 IS STANDARD
 FX3910'DISK SET IN CONCRETE MONUMENT 24 INCHES LONG AND 10 INCHES SQUARE,
 FX3910'5 METERS (16 FEET) WEST OF FOOTPATH LEADING TO LANDING, 3 METERS
 FX3910'(10 FEET) INSHORE AND SOUTH OF WATERS EDGE, AND 15.45 METERS (50.7
 FX3910'FEET) FROM STATION IN BEARING S 33 DEG 24 MIN W.  WITNESS MARK
 FX3910'NO.1 IS RAILROAD SPIKE DRIVEN INTO 18 INCH TRIANGULAR BLAZED PINE
 FX3910'TREE LOCATED ON EXTREME EDGE OF SOUTH BANK OF RIVER AND IS 35.22
 FX3910'METERS (115.6 FEET) FROM STATION IN BEARING S 46 DEG 33 MIN E.
 FX3910
 FX3910                          STATION RECOVERY (1963)
 FX3910
 FX3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3910'STATION WAS NOT RECOVERED.  A REFERENCE MARK STAMPED BLUFF NO 2
 FX3910'1932 WAS RECOVERED.  IT IS 6 FEET INLAND FROM HIGHWATER AND
 FX3910'PROJECT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4435 ***********************************************************************
 FY4435  DESIGNATION -  BLUFF
 FY4435  PID         -  FY4435
 FY4435  STATE/COUNTY-  NC/VANCE
 FY4435  USGS QUAD   -  TOWNSVILLE (1970)
 FY4435
 FY4435                         *CURRENT SURVEY CONTROL
 FY4435  ___________________________________________________________________
 FY4435* NAD 83(2001)-  36 27 55.17253(N)    078 22 47.53232(W)     ADJUSTED  
 FY4435* NAVD 88     -        94.3    (meters)     309.     (feet)  VERTCON   
 FY4435  ___________________________________________________________________
 FY4435  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 FY4435  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 FY4435  HORZ ORDER  -  SECOND
 FY4435
 FY4435.The horizontal coordinates were established by classical geodetic methods
 FY4435.and adjusted by the National Geodetic Survey in August 2005.
 FY4435
 FY4435.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4435
 FY4435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4435
 FY4435.The geoid height was determined by GEOID03.
 FY4435
 FY4435;                    North         East     Units Scale Factor Converg.
 FY4435;SPC NC       -   301,409.554   665,189.136   MT  1.00009706   +0 21 28.5
 FY4435;SPC NC       -   988,874.51  2,182,374.69   sFT  1.00009706   +0 21 28.5
 FY4435;UTM  17      - 4,038,753.642   734,775.235   MT  1.00027915   +1 33 28.6
 FY4435
 FY4435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4435!SPC NC       -   0.99999031  x   1.00009706  =   1.00008737
 FY4435!UTM  17      -   0.99999031  x   1.00027915  =   1.00026946
 FY4435
 FY4435                          SUPERSEDED SURVEY CONTROL
 FY4435
 FY4435  NAD 83(1993)-  36 27 55.17357(N)    078 22 47.53098(W) AD(       ) 2
 FY4435  NAD 83(1986)-  36 27 55.17048(N)    078 22 47.54223(W) AD(       ) 2
 FY4435  NGVD 29 (07/10/92)   94.6    (m)          310.     (f) VERT ANG    3  
 FY4435
 FY4435.Superseded values are not recommended for survey control.
 FY4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4435.See file dsdata.txt to determine how the superseded data were derived.
 FY4435
 FY4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3477538754(NAD 83)
 FY4435_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4435_SP_SET: SQUARE CONCRETE MONUMENT
 FY4435_STAMPING: BLUFF 1985
 FY4435_MARK LOGO: NCGS  
 FY4435_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4435+STABILITY: SURFACE MOTION
 FY4435
 FY4435  HISTORY     - Date     Condition        Report By
 FY4435  HISTORY     - 1985     MONUMENTED       NCGS
 FY4435  HISTORY     - 20070811 GOOD             GEOCAC
 FY4435
 FY4435                          STATION DESCRIPTION
 FY4435
 FY4435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4435'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHEAST OF TOWNSVILLE, AND
 FY4435'15.1 KM (9.40 MI) NORTH OF HENDERSON, NORTHWEST AND ACROSS MAIN BODY
 FY4435'OF LAKE FROM THE NORTHWEST CORNER OF SATTERWHITE POINT STATE PARK.
 FY4435'PROCEED ALONG SR 1329 FOR 7.8 KM (4.85 MI) NORTHEAST FROM NC 39
 FY4435'INTERSECTION IN WILLIAMSBORO, TO INTERSECTION WITH SR 1333 AND PRIVATE
 FY4435'ROAD NORTH, THENCE SOUTHEAST ALONG SR 1333 FOR 0.3 KM (0.2 MI) TO
 FY4435'WOODS ROAD (SOUTHEAST), THENCE SOUTHEAST ALONG THE MEANDER OF THIS
 FY4435'ROAD FOR 0.5 KM (0.30 MI) TO FORK, THENCE ALONG RIGHT FORK
 FY4435'EAST-SOUTHEAST FOR 0.2 KM (0.1 MI) TO STATION ON LEFT NEAR A LONE PINE
 FY4435'AT EDGE OF ROCK-BANK OF LAKE.
 FY4435'STATION IS A STANDARD NCGS DISK STAMPED---BLUFF 1985---, SET INTO THE
 FY4435'TOP OF A SQUARE CONCRETE MONUMENT 12 CM ON SIDE PROJECTING 12 CM ABOVE
 FY4435'GROUND.  LOCATED 2.1 METERS (7 FT) EAST FROM THE CENTERLINE OF WOODS
 FY4435'ROAD, 5.33 METERS (17.5 FT) EAST-SOUTHEAST FROM A 6-INCH PINE, 5.49
 FY4435'METERS (18.0 FT) SOUTH FROM A 6-INCH PINE, 5.61 METERS (18.4 FT) EAST
 FY4435'FROM A 8 INCH PINE, 6.73 METERS (22.1 FT) WEST FROM A 10-INCH PINE,
 FY4435'AND 8.14 METERS (26.7 FT) NORTH FROM AN 8-INCH PINE--ALL WITH
 FY4435'REFERENCE TAGS.
 FY4435'BARNWELL 1985 NCGS IS VISIBLE TO THE NORTH APPROXIMATELY 1 MILE.
 FY4435
 FY4435                          STATION RECOVERY (2007)
 FY4435
 FY4435'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FY4435'THE BANK SHOWS SIGNS OF EROSION BUT THE MARK IS 3 FEET FROM THE EDGE
 FY4435'AND APPEARS STABLE. THE MONUMENT PROJECTS 1 FOOT. SR1329 IS THOMAS
 FY4435'ROAD. SR1333 IS BOYD ROAD.
 FY4435' 
 FY4435'THE WOODS ROAD IS BLOCKED IN SEVERAL PLACES BY FALLEN TREES.
 FY4435'OTHERWISE, THE FIRST 0.2 MILE WOULD BE SUITABLE FOR A HIGH-CLEARANCE
 FY4435'4WD VEHICLE. THE FINAL 0.15 MILE IS OVERGROWN, REQUIRING FOOT TRAVEL.
 FY4435' 
 FY4435' 
 FY4435' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6819 ***********************************************************************
 AB6819  CBN         -  This is a Cooperative Base Network Control Station.
 AB6819  DESIGNATION -  BLUFF
 AB6819  PID         -  AB6819
 AB6819  STATE/COUNTY-  NC/COLUMBUS
 AB6819  USGS QUAD   -  FAIR BLUFF (1982)
 AB6819
 AB6819                         *CURRENT SURVEY CONTROL
 AB6819  ___________________________________________________________________
 AB6819* NAD 83(2007)-  34 17 34.68591(N)    079 03 44.55149(W)     ADJUSTED  
 AB6819* NAVD 88     -        20.760  (meters)      68.11   (feet)  ADJUSTED  
 AB6819  ___________________________________________________________________
 AB6819  EPOCH DATE  -        2002.00
 AB6819  X           -   1,000,880.914 (meters)                     COMP
 AB6819  Y           -  -5,179,182.350 (meters)                     COMP
 AB6819  Z           -   3,573,334.312 (meters)                     COMP
 AB6819  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AB6819  ELLIP HEIGHT-         -13.025 (meters)          (04/30/08) ADJUSTED
 AB6819  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AB6819  DYNAMIC HT  -          20.740 (meters)      68.04  (feet)  COMP
 AB6819
 AB6819  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6819  Type    PID    Designation                      North   East  Ellip
 AB6819  -------------------------------------------------------------------
 AB6819  NETWORK AB6819 BLUFF                             0.41   0.39   1.39
 AB6819  -------------------------------------------------------------------
 AB6819  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 AB6819
 AB6819  VERT ORDER  -  FIRST     CLASS II
 AB6819  ELLP ORDER  -  FOURTH    CLASS I
 AB6819
 AB6819.The horizontal coordinates were established by GPS observations
 AB6819.and adjusted by the National Geodetic Survey in February 2007.
 AB6819
 AB6819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6819.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6819.The horizontal coordinates are valid at the epoch date displayed above.
 AB6819.The epoch date for horizontal control is a decimal equivalence
 AB6819.of Year/Month/Day.
 AB6819
 AB6819.The orthometric height was determined by differential leveling
 AB6819.and adjusted in March 2001.
 AB6819
 AB6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6819
 AB6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6819
 AB6819.The ellipsoidal height was determined by GPS observations
 AB6819.and is referenced to NAD 83.
 AB6819
 AB6819.The geoid height was determined by GEOID03.
 AB6819
 AB6819.The dynamic height is computed by dividing the NAVD 88
 AB6819.geopotential number by the normal gravity value computed on the
 AB6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6819.degrees latitude (g = 980.6199 gals.).
 AB6819
 AB6819.The modeled gravity was interpolated from observed gravity values.
 AB6819
 AB6819;                    North         East     Units Scale Factor Converg.
 AB6819;SPC NC       -    60,235.657   603,858.474   MT  1.00001142   -0 02 09.6
 AB6819;SPC NC       -   197,623.15  1,981,159.01   sFT  1.00001142   -0 02 09.6
 AB6819;UTM  17      - 3,796,339.835   678,331.311   MT  0.99999202   +1 05 31.2
 AB6819
 AB6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6819!SPC NC       -   1.00000204  x   1.00001142  =   1.00001346
 AB6819!UTM  17      -   1.00000204  x   0.99999202  =   0.99999406
 AB6819
 AB6819:                Primary Azimuth Mark                     Grid Az
 AB6819:SPC NC       -  UMBRELLA                                 226 15 19.4
 AB6819:UTM  17      -  UMBRELLA                                 225 07 38.6
 AB6819
 AB6819|---------------------------------------------------------------------|
 AB6819| PID    Reference Object                     Distance      Geod. Az  |
 AB6819|                                                           dddmmss.s |
 AB6819| DK4514 UMBRELLA                            458.549 METERS 2261309.8 |
 AB6819|---------------------------------------------------------------------|
 AB6819
 AB6819                          SUPERSEDED SURVEY CONTROL
 AB6819
 AB6819  ELLIP H (02/10/07)  -13.014  (m)                       GP(       )    
 AB6819  NAD 83(2001)-  34 17 34.68612(N)    079 03 44.55151(W) AD(       ) B
 AB6819  ELLIP H (01/30/03)  -13.016  (m)                       GP(       ) 4 2
 AB6819  NAD 83(1986)-  34 17 34.69513(N)    079 03 44.55596(W) AD(       ) 1
 AB6819  NAD 83(1995)-  34 17 34.68624(N)    079 03 44.55137(W) AD(       ) B
 AB6819  NAVD 88 (05/12/05)   20.76   (m)           68.1    (f) LEVELING    3  
 AB6819
 AB6819.Superseded values are not recommended for survey control.
 AB6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6819.See file dsdata.txt to determine how the superseded data were derived.
 AB6819
 AB6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT7833196340(NAD 83)
 AB6819_MARKER: DD = SURVEY DISK
 AB6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6819_STAMPING: GPS BLUFF 1989
 AB6819_MARK LOGO: SCGS  
 AB6819_PROJECTION: RECESSED 10 CENTIMETERS
 AB6819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6819+STABILITY: SURFACE MOTION
 AB6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6819+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 AB6819
 AB6819  HISTORY     - Date     Condition        Report By
 AB6819  HISTORY     - 1989     MONUMENTED       NCGS
 AB6819  HISTORY     - 19980101 GOOD             NCGS
 AB6819  HISTORY     - 19980115 GOOD             NCGS
 AB6819  HISTORY     - 20061112 GOOD             NCGS
 AB6819  HISTORY     - 20080115 GOOD             SCGS
 AB6819
 AB6819                          STATION DESCRIPTION
 AB6819
 AB6819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AB6819'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF FAIR BLUFF, AT
 AB6819'THE NORTH CAROLINA-SOUTH CAROLINA STATE LINE. PROCEED ALONG US 76 FOR
 AB6819'0.3 MI (0.5 KM) SOUTHWEST FROM NC 904 W, THENCE SOUTHWEST ALONG SR
 AB6819'1360 (CAUSEY ROAD) FOR 1.8 MI (2.9 KM) TO THE STATE LINE, BETWEEN ROAD
 AB6819'AND RAILROAD TRACKS. MARK IS LEVEL WITH THE ROAD AND TRACKS AND
 AB6819'RECESSED 3-INCHES BELOW THE GROUND.  LOCATED 46.6 FT (14.2 M)
 AB6819'SOUTHEAST OF THE CENTERLINE OF SR 1360, 39.3 FT (12.0 M) NORTHWEST OF
 AB6819'THE NORTH RAIL OF TRACKS, AND 46.3 FT (14.1 M) EAST-NORTHEAST OF A
 AB6819'STATE LINE SIGN POST, 105.5 FT (32.2 M) NORTH-NORTHEAST OF A RAILROAD
 AB6819'CROSSING SIGN POST--BOTH WITH REFERENCE TAGS.
 AB6819
 AB6819                          STATION RECOVERY (1998)
 AB6819
 AB6819'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (TLB)
 AB6819'STATION WAS RECOVERED AS DESCRIBED.
 AB6819
 AB6819                          STATION RECOVERY (1998)
 AB6819
 AB6819'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AB6819'RECOVERED AS DESCRIBED.
 AB6819
 AB6819                          STATION RECOVERY (2006)
 AB6819
 AB6819'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 AB6819'RECOVERED AS DESCRIBED.
 AB6819
 AB6819                          STATION RECOVERY (2008)
 AB6819
 AB6819'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AB6819'STATION IS LOCATED 2.1 MI (3.4 KM) SOUTHWEST OF FAIR BLUFF, 6.4 MI
 AB6819'(10.3 KM) NORTHEAST OF NICHOLS.  OWNERSHIP--NCDOT, RIGHT OF WAY.
 AB6819' 
 AB6819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 76 AND STATE
 AB6819'HIGHWAY 904 IN FAIR BLUFF, GO WEST SOUTHWEST ON HIGHWAY 76 FOR 0.3
 AB6819'MILE TO THE JUNCTION OF STATE ROAD 1360 (CAUSEY ROAD), TURN RIGHT ON
 AB6819'ROAD 1360 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT. STATION IS A
 AB6819'CONCRETE POST RECESSED 0.3 FT (0.1 M) AND LEVEL WITH THE ROAD, 45.5 FT
 AB6819'(13.9 M) SOUTHEAST OF THE CENTER OF THE ROAD, 39.0 FT (11.9 M)
 AB6819'NORTHWEST OF THE NORTHWEST RAIL OF A SET OF RAILROAD TRACKS, 105.5 FT
 AB6819'(32.2 M) NORTHEAST OF A WOOD RAILROAD CROSSING SIGN WITH A NCGS TAG
 AB6819'ATTACHED, 0.6 FT (0.2 M) NORTHWEST OF A WITNESS POST.
 AB6819' 
 AB6819'NOTE-STATION IS INTERVISIBLE WITH SURVEY STATION UMBRELLA. RECOVERED
 AB6819'BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3689 ***********************************************************************
 FX3689  DESIGNATION -  BLUFF POINT
 FX3689  PID         -  FX3689
 FX3689  STATE/COUNTY-  NC/PASQUOTANK
 FX3689  USGS QUAD   -  WADE POINT (1990)
 FX3689
 FX3689                         *CURRENT SURVEY CONTROL
 FX3689  ___________________________________________________________________
 FX3689* NAD 83(2001)-  36 12 08.17159(N)    076 05 02.04119(W)     ADJUSTED  
 FX3689* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3689  ___________________________________________________________________
 FX3689  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 FX3689  GEOID HEIGHT-         -38.18  (meters)                     GEOID03
 FX3689  HORZ ORDER  -  THIRD
 FX3689
 FX3689.The horizontal coordinates were established by classical geodetic methods
 FX3689.and adjusted by the National Geodetic Survey in August 2005.
 FX3689
 FX3689.The orthometric height was scaled from a topographic map.
 FX3689
 FX3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3689
 FX3689.The geoid height was determined by GEOID03.
 FX3689
 FX3689;                    North         East     Units Scale Factor Converg.
 FX3689;SPC NC       -   275,896.032   871,819.403   MT  1.00001013   +1 40 59.1
 FX3689;SPC NC       -   905,168.90  2,860,294.16   sFT  1.00001013   +1 40 59.1
 FX3689;UTM  18      - 4,006,927.934   402,558.939   MT  0.99971699   -0 38 24.9
 FX3689
 FX3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3689!SPC NC       -   1.00000604  x   1.00001013  =   1.00001617
 FX3689!UTM  18      -   1.00000604  x   0.99971699  =   0.99972303
 FX3689
 FX3689|---------------------------------------------------------------------|
 FX3689| PID    Reference Object                     Distance      Geod. Az  |
 FX3689|                                                           dddmmss.s |
 FX3689| FX4588 BLUFF POINT RM 5                                   01403     |
 FX3689| FX3698 KIL END OF WHARF AT BRICK KILN      APPROX. 3.6 KM 0160632.5 |
 FX3689| FX3688 BESS BANNER ON TREE AT PIER         APPROX. 4.1 KM 0282140.0 |
 FX3689| FX3714 FLO CENTER WHARF HOUSE              APPROX. 4.0 KM 0421532.7 |
 FX3689| FX3690 BOB TRIANGULAR CAGING               APPROX. 3.9 KM 0583421.7 |
 FX3689| FX4589 BLUFF POINT RM 6                                   06354     |
 FX3689| FX3695 GOLDMINE FISH WHARF HSE SW GAB      APPROX. 5.2 KM 0991305.9 |
 FX3689| FX3694 GOLDMINE FISH CAMP HSE SW GAB       APPROX. 5.6 KM 1014116.0 |
 FX3689| FX3708 POQUOSON POINT LIGHT                APPROX. 5.4 KM 1133519.5 |
 FX3689| FX4584 BLUFF POINT RM 1                                   17953     |
 FX3689| FX4585 BLUFF POINT RM 2                                   18439     |
 FX3689| FX4586 BLUFF POINT RM 3                                   22940     |
 FX3689| FX4587 BLUFF POINT RM 4                                   26627     |
 FX3689| FX3699 LAD CAGING ON TREE                  APPROX. 0.8 KM 3085835.1 |
 FX3689| FX3707 POOLE                               APPROX. 4.6 KM 3101100.4 |
 FX3689| FX3733 MUD CAGING ON TREE                  APPROX. 5.6 KM 3132110.0 |
 FX3689| FX3735 PEP CAGING ON TREE                  APPROX. 6.6 KM 3161739.7 |
 FX3689| FX3736 SEA CAGING ON TREE                  APPROX. 7.0 KM 3190826.9 |
 FX3689| FX3580 BOT CENTER OF WHARF HOUSE           APPROX. 7.7 KM 3424752.3 |
 FX3689| FX3579 ART CAGING ON TREE                  APPROX. 7.0 KM 3450851.6 |
 FX3689| FX3584 MIT CHIMNEY ON HIGH HOUSE           APPROX. 6.1 KM 3480607.4 |
 FX3689| FX3692 FAR CAGING ON TREE                  APPROX. 4.5 KM 3584022.0 |
 FX3689|---------------------------------------------------------------------|
 FX3689
 FX3689                          SUPERSEDED SURVEY CONTROL
 FX3689
 FX3689  NAD 83(1993)-  36 12 08.18462(N)    076 05 02.05390(W) AD(       ) 3
 FX3689  NAD 83(1986)-  36 12 08.18786(N)    076 05 02.06013(W) AD(       ) 3
 FX3689  NAD 27      -  36 12 07.60600(N)    076 05 03.31700(W) AD(       ) 3
 FX3689
 FX3689.Superseded values are not recommended for survey control.
 FX3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3689.See file dsdata.txt to determine how the superseded data were derived.
 FX3689
 FX3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0255906928(NAD 83)
 FX3689_MARKER: DS = TRIANGULATION STATION DISK
 FX3689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FX3689_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FX3689
 FX3689  HISTORY     - Date     Condition        Report By
 FX3689  HISTORY     - 1914     MONUMENTED       CGS
 FX3689  HISTORY     - 1916     GOOD             CGS
 FX3689  HISTORY     - 1937     MARK NOT FOUND   CGS
 FX3689  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3689
 FX3689                          STATION DESCRIPTION
 FX3689
 FX3689'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 FX3689'ON THE W BANK OF THE PASQUOTANK RIVER, ABOUT 4 MILES FROM THE
 FX3689'MOUTH, ON BLUFF POINT, ON A SMALL PROJECTION SE OF PERRYS SAWMILL
 FX3689'AND CAMPS, ABOUT 350 YARDS S OF AN OLD WHARF.  THE SURFACE
 FX3689'STATION IS A BRONZE TABLET SET IN A TILE AND CONCRETE SUPPORTED BY
 FX3689'A STAKE AS DESCRIBED IN NOTE 6C.  A NAIL DRIVEN IN THE TOP OF THE
 FX3689'STAKE MARKS THE CENTER OF THE STATION AND SERVES AS AN UNDERGROUND
 FX3689'STATION MARK.  THE REFERENCE MARK IS A BRONZE TABLET SET IN A TILE
 FX3689'AND CONCRETE, AS DESCRIBED IN NOTE 13B. THE SEVERAL WITNESS MARKS
 FX3689'ARE TRIANGULAR BLAZES ON TREES.  THE DISTANCES AND BEARINGS FROM
 FX3689'THE STATION TO VARIOUS MARKS ARE AS FOLLOWS--TO THE REFERENCE MARK
 FX3689'20.314 METERS (66.65 FEET), S 0 DEG 6 MIN E.  TO WITNESS MARK
 FX3689'NO.1 ON AN 8-INCH GUM 5.108 METERS (16.76 FEET), S 4 DEG 39 MIN
 FX3689'W. TO WITNESS MARK NO.2 ON A DOUBLE GUM 5.574 METERS (18.29 FEET),
 FX3689'S 49 DEG 40 MIN W.  TO WITNESS MARK NO.3 ON AN 8-INCH GUM 7.806
 FX3689'METERS (25.61 FEET), S 86 DEG 27 MIN W.  TO WITNESS MARK NO.4 ON
 FX3689'AN 18-INCH GUM 11.173 METERS (36.66 FEET), N 14 DEG 3 MIN E.  TO
 FX3689'WITNESS MARK NO.5 ON A 10-INCH GUM 11.130 METERS (36.52 FEET), N
 FX3689'63 DEG 53 MIN E.
 FX3689
 FX3689                          STATION RECOVERY (1937)
 FX3689
 FX3689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (SBG)
 FX3689'THE POINT HAS ERODED AWAY AND THE STATION DESTROYED.
 FX3689
 FX3689                          STATION RECOVERY (1963)
 FX3689
 FX3689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3689'STATION SEARCHED FOR BUT NOT RECOVERED.  IT WAS REPORTED
 FX3689'DESTROYED IN 1937.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2645 ***********************************************************************
 FZ2645  DESIGNATION -  BLUFF RM 3
 FZ2645  PID         -  FZ2645
 FZ2645  STATE/COUNTY-  NC/ALLEGHANY
 FZ2645  USGS QUAD   -  WHITEHEAD (1998)
 FZ2645
 FZ2645                         *CURRENT SURVEY CONTROL
 FZ2645  ___________________________________________________________________
 FZ2645* NAD 83(2001)-  36 25 43.87414(N)    081 07 45.70762(W)     ADJUSTED  
 FZ2645* NAVD 88     -      1150.5    (meters)    3775.     (feet)  VERTCON   
 FZ2645  ___________________________________________________________________
 FZ2645  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 FZ2645  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FZ2645  HORZ ORDER  -  SECOND
 FZ2645
 FZ2645.The horizontal coordinates were established by classical geodetic methods
 FZ2645.and adjusted by the National Geodetic Survey in August 2005.
 FZ2645
 FZ2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2645
 FZ2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2645
 FZ2645.The geoid height was determined by GEOID03.
 FZ2645
 FZ2645;                    North         East     Units Scale Factor Converg.
 FZ2645;SPC NC       -   299,236.398   418,653.499   MT  1.00008374   -1 13 44.4
 FZ2645;SPC NC       -   981,744.75  1,373,532.35   sFT  1.00008374   -1 13 44.4
 FZ2645;UTM  17      - 4,031,524.103   488,404.249   MT  0.99960166   -0 04 36.5
 FZ2645
 FZ2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2645!SPC NC       -   0.99982451  x   1.00008374  =   0.99990824
 FZ2645!UTM  17      -   0.99982451  x   0.99960166  =   0.99942624
 FZ2645
 FZ2645:                Primary Azimuth Mark                     Grid Az
 FZ2645:SPC NC       -  SPARTA MUN WATER TANK                    005 03 24.4
 FZ2645:UTM  17      -  SPARTA MUN WATER TANK                    003 54 16.5
 FZ2645
 FZ2645|---------------------------------------------------------------------|
 FZ2645| PID    Reference Object                     Distance      Geod. Az  |
 FZ2645|                                                           dddmmss.s |
 FZ2645| FZ2794 SPARTA MUN WATER TANK               APPROX. 8.9 KM 0034940.0 |
 FZ2645| FZ2627 AIR BELLOWS GAP LOOKOUT TOWER       APPROX. 1.2 KM 0781924.4 |
 FZ2645| FZ1958 BLUFF                                56.379 METERS 24356     |
 FZ2645|---------------------------------------------------------------------|
 FZ2645
 FZ2645                          SUPERSEDED SURVEY CONTROL
 FZ2645
 FZ2645  NAD 83(1995)-  36 25 43.87592(N)    081 07 45.70834(W) AD(       ) 2
 FZ2645  NAD 83(1993)-  36 25 43.87989(N)    081 07 45.71315(W) AD(       ) 2
 FZ2645  NAD 83(1986)-  36 25 43.88269(N)    081 07 45.71527(W) AD(       ) 2
 FZ2645  NGVD 29 (06/26/91) 1150.7    (m)         3775.     (f) VERT ANG    3  
 FZ2645
 FZ2645.Superseded values are not recommended for survey control.
 FZ2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2645.See file dsdata.txt to determine how the superseded data were derived.
 FZ2645
 FZ2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8840431524(NAD 83)
 FZ2645_MARKER: DE = TRAVERSE STATION DISK
 FZ2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ2645_STAMPING: BLUFF NO 3 1984
 FZ2645_MARK LOGO: NCGS  
 FZ2645_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2645+STABILITY: SURFACE MOTION
 FZ2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2645+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 FZ2645
 FZ2645  HISTORY     - Date     Condition        Report By
 FZ2645  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2645  HISTORY     - 20030427 GOOD             INDIV
 FZ2645  HISTORY     - 20050509 GOOD             GEOCAC
 FZ2645
 FZ2645                          STATION DESCRIPTION
 FZ2645
 FZ2645'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2645'STATION IS LOCATED ABOUT 5.4 MILES SOUTH OF SPARTA AND 2.9 MILES
 FZ2645'SOUTH-SOUTHEAST OF WHITEHEAD.
 FZ2645'
 FZ2645'ALONG BLUE RIDGE PARKWAY, 0.3 MILE SOUTH OF AIR BELLOWS GAP
 FZ2645'OVERLOOK, AT HIGHEST POINT, ABOUT 200 FEET NORTH OF PARKWAY.
 FZ2645'
 FZ2645'THE STATION IS A STANDARD NCGS REFERENCE MARK STAMPED---BLUFF NO 3
 FZ2645'1984--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN
 FZ2645'DIAMETER, FLUSH WITH THE GROUND. LOCATED
 FZ2645'80.0 FEET SOUTH OF NATIONAL PARK SERVICE 4 BY 4 INCH CONCRETE
 FZ2645'MONUMENT--2 C 395--,
 FZ2645'67.4 FEET SOUTH-SOUTHWEST OF 8 INCH PINE,
 FZ2645'80.2 FEET WEST OF 8 INCH LOCUST, AND
 FZ2645'70.5 FEET SOUTHEAST OF 4 INCH PINE ALL WITH REFERENCE TAGS.
 FZ2645'
 FZ2645'MARK IS NOT A BENK MARK.
 FZ2645
 FZ2645                          STATION RECOVERY (2003)
 FZ2645
 FZ2645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 FZ2645'RECOVERED IN GOOD CONDITION.
 FZ2645
 FZ2645                          STATION RECOVERY (2005)
 FZ2645
 FZ2645'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 FZ2645'RECOVERED IN GOOD CONDITION. THE DATASHEET DESCRIPTION REMAINS
 FZ2645'ACCURATE WITH THIS EXCEPTION-- MARK IS A NCGS BENCH MARK DISC
 FZ2645'CONVERTED TO A RM BY THE ELIMINATION OF THE WORD BENCH, THE ADDITION
 FZ2645'OF THE LETTERS REF AND A DIRECTIONAL ARROW. THE DISC IS STAMPED BLUFF
 FZ2645'NO 3 1984. REFERENCED NPS SURVEY DISC 2C 395 10 40 WAS ALSO FOUND IN
 FZ2645'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3341 ***********************************************************************
 EY3341  DESIGNATION -  BLUFF SHOAL LIGHTHOUSE
 EY3341  PID         -  EY3341
 EY3341  STATE/COUNTY-  NC/HYDE
 EY3341  USGS QUAD   -  PORTSMOUTH (1983)
 EY3341
 EY3341                         *CURRENT SURVEY CONTROL
 EY3341  ___________________________________________________________________
 EY3341* NAD 83(2001)-  35 12 37.95557(N)    076 04 22.92606(W)     ADJUSTED  
 EY3341* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 EY3341  ___________________________________________________________________
 EY3341  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EY3341  GEOID HEIGHT-         -38.27  (meters)                     GEOID03
 EY3341  HORZ ORDER  -  FIRST
 EY3341
 EY3341.The horizontal coordinates were established by classical geodetic methods
 EY3341.and adjusted by the National Geodetic Survey in August 2005.
 EY3341
 EY3341.The orthometric height was scaled from a topographic map.
 EY3341
 EY3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3341
 EY3341.The geoid height was determined by GEOID03.
 EY3341
 EY3341;                    North         East     Units Scale Factor Converg.
 EY3341;SPC NC       -   165,946.175   876,039.781   MT  0.99987285   +1 41 21.7
 EY3341;SPC NC       -   544,441.74  2,874,140.51   sFT  0.99987285   +1 41 21.7
 EY3341;UTM  18      - 3,896,919.263   402,333.319   MT  0.99971755   -0 37 07.5
 EY3341
 EY3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3341!SPC NC       -   1.00000417  x   0.99987285  =   0.99987702
 EY3341!UTM  18      -   1.00000417  x   0.99971755  =   0.99972172
 EY3341
 EY3341:                Primary Azimuth Mark                     Grid Az
 EY3341:SPC NC       -  GULL SHOAL LIGHTHOUSE                    029 34 19.9
 EY3341:UTM  18      -  GULL SHOAL LIGHTHOUSE                    031 52 49.1
 EY3341
 EY3341|---------------------------------------------------------------------|
 EY3341| PID    Reference Object                     Distance      Geod. Az  |
 EY3341|                                                           dddmmss.s |
 EY3341| EX0453 GULL SHOAL LIGHTHOUSE               APPROX.20.2 KM 0311541.6 |
 EY3341|---------------------------------------------------------------------|
 EY3341
 EY3341                          SUPERSEDED SURVEY CONTROL
 EY3341
 EY3341  NAD 83(1986)-  35 12 37.96767(N)    076 04 22.93310(W) AD(       ) 1
 EY3341  NAD 27      -  35 12 37.35700(N)    076 04 24.27600(W) AD(       ) 1
 EY3341
 EY3341.Superseded values are not recommended for survey control.
 EY3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3341.See file dsdata.txt to determine how the superseded data were derived.
 EY3341
 EY3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD0233396919(NAD 83)
 EY3341_MARKER: 13 = LIGHTHOUSE
 EY3341_MARK LOGO: CGS   
 EY3341
 EY3341  HISTORY     - Date     Condition        Report By
 EY3341  HISTORY     - 1935     FIRST OBSERVED   CGS
 EY3341  HISTORY     - 1949     GOOD             CGS
 EY3341  HISTORY     - 1985     GOOD             USPSQD
 EY3341
 EY3341                          STATION DESCRIPTION
 EY3341
 EY3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3341'AT PAMLICO SOUND.  STATION IS CENTER OF LIGHT WHICH IS ON BROWN
 EY3341'SKELETON TOWER ON BROWN PILES ABOUT 40 FEET HIGH. LIGHTHOUSE WAS
 EY3341'REBUILT IN 1935, THEREFORE 1904 STATION WAS CONSIDERED LOST.
 EY3341
 EY3341                          STATION RECOVERY (1949)
 EY3341
 EY3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3341'STATION NOW KNOWN AS BLUFF SHOAL LIGHT WITH THE FOLLOWING DESCRIPTION,
 EY3341'
 EY3341'A LIGHT ATOP A BLACK SKELETON TOWER ON PILES 40 FEET HIGH.
 EY3341
 EY3341                          STATION RECOVERY (1985)
 EY3341
 EY3341'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 EY3341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2642 ***********************************************************************
 AH2642  DESIGNATION -  BLUME
 AH2642  PID         -  AH2642
 AH2642  STATE/COUNTY-  NC/IREDELL
 AH2642  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2642
 AH2642                         *CURRENT SURVEY CONTROL
 AH2642  ___________________________________________________________________
 AH2642* NAD 83(2001)-  35 34 09.45691(N)    080 54 23.44279(W)     ADJUSTED  
 AH2642* NAVD 88     -       259.8    (meters)     852.     (feet)  VERTCON   
 AH2642  ___________________________________________________________________
 AH2642  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AH2642  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AH2642  HORZ ORDER  -  SECOND
 AH2642
 AH2642.The horizontal coordinates were established by classical geodetic methods
 AH2642.and adjusted by the National Geodetic Survey in August 2005.
 AH2642
 AH2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2642
 AH2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2642
 AH2642.The geoid height was determined by GEOID03.
 AH2642
 AH2642;                    North         East     Units Scale Factor Converg.
 AH2642;SPC NC       -   203,474.959   436,803.237   MT  0.99988790   -1 06 01.4
 AH2642;SPC NC       -   667,567.43  1,433,078.62   sFT  0.99988790   -1 06 01.4
 AH2642;UTM  17      - 3,936,182.552   508,471.440   MT  0.99960088   +0 03 15.8
 AH2642
 AH2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2642!SPC NC       -   0.99996415  x   0.99988790  =   0.99985206
 AH2642!UTM  17      -   0.99996415  x   0.99960088  =   0.99956505
 AH2642
 AH2642                          SUPERSEDED SURVEY CONTROL
 AH2642
 AH2642  NAD 83(1986)-  35 34 09.46869(N)    080 54 23.44812(W) AD(       ) 2
 AH2642  NGVD 29 (08/11/98)  260.0    (m)          853.     (f) VERT ANG    3  
 AH2642
 AH2642.Superseded values are not recommended for survey control.
 AH2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2642.See file dsdata.txt to determine how the superseded data were derived.
 AH2642
 AH2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0847136183(NAD 83)
 AH2642_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2642_STAMPING: BLUME 1986
 AH2642_MARK LOGO: NCGS  
 AH2642_PROJECTION: FLUSH
 AH2642_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2642+STABILITY: SURFACE MOTION
 AH2642
 AH2642  HISTORY     - Date     Condition        Report By
 AH2642  HISTORY     - 1986     MONUMENTED       NCGS
 AH2642  HISTORY     - 20000325 MARK NOT FOUND   USPSQD
 AH2642
 AH2642                          STATION DESCRIPTION
 AH2642
 AH2642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2642'STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) WEST OF MOORESVILLE, AND 7.2
 AH2642'KM (4.5 MI) EAST-SOUTHEAST OF TERRELL. PROCEED ALONG NC 150 FOR 0.8 KM
 AH2642'(0.5 MI) WEST FROM THE I 77 UNDERPASS, THENCE ALONG SR 1109 FOR 1.45
 AH2642'KM (0.90 MI) SOUTH, THENCE WEST ALONG SR 1100 (BRAWLEY SCHOOL RD) FOR
 AH2642'3.5 KM (2.2 MI) TO SR 1178 (BLUME RD) AND THE STATION, ON THE BANK IN
 AH2642'THE NORTHEAST QUADRANT. MARK IS FLUSH WITH GROUND. LOCATED 19.2 M
 AH2642'(63.0 FT) NORTH OF THE CENTERLINE OF SR 1100, 13.11 M (43.01 FT) EAST
 AH2642'OF THE CENTERLINE INTERSECTION OF SR 1100 AND SR 1178, 9.6 M (31.5 FT)
 AH2642'SOUTHEAST OF THE EAST END OF SR 1178 CULVERT.
 AH2642
 AH2642                          STATION RECOVERY (2000)
 AH2642
 AH2642'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3306 ***********************************************************************
 EY3306  DESIGNATION -  BLUNT
 EY3306  PID         -  EY3306
 EY3306  STATE/COUNTY-  NC/TYRRELL
 EY3306  USGS QUAD   -  COLUMBIA WEST (1974)
 EY3306
 EY3306                         *CURRENT SURVEY CONTROL
 EY3306  ___________________________________________________________________
 EY3306* NAD 83(2001)-  35 56 22.00869(N)    076 18 10.59003(W)     ADJUSTED  
 EY3306* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3306  ___________________________________________________________________
 EY3306  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 EY3306  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EY3306  HORZ ORDER  -  THIRD
 EY3306
 EY3306.The horizontal coordinates were established by classical geodetic methods
 EY3306.and adjusted by the National Geodetic Survey in August 2005.
 EY3306
 EY3306.The orthometric height was scaled from a topographic map.
 EY3306
 EY3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3306
 EY3306.The geoid height was determined by GEOID03.
 EY3306
 EY3306;                    North         East     Units Scale Factor Converg.
 EY3306;SPC NC       -   246,187.716   852,920.268   MT  0.99994450   +1 33 24.0
 EY3306;SPC NC       -   807,700.86  2,798,289.25   sFT  0.99994450   +1 33 24.0
 EY3306;UTM  18      - 3,978,016.642   382,476.078   MT  0.99977019   -0 45 53.4
 EY3306
 EY3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3306!SPC NC       -   1.00000596  x   0.99994450  =   0.99995045
 EY3306!UTM  18      -   1.00000596  x   0.99977019  =   0.99977614
 EY3306
 EY3306|---------------------------------------------------------------------|
 EY3306| PID    Reference Object                     Distance      Geod. Az  |
 EY3306|                                                           dddmmss.s |
 EY3306| EY4803 BLUNT WM 1                            5.920 METERS 01621     |
 EY3306| EY4804 BLUNT WM 3                            3.930 METERS 23633     |
 EY3306| EY3304 BACK                                APPROX. 2.0 KM 2674446.8 |
 EY3306|---------------------------------------------------------------------|
 EY3306
 EY3306                          SUPERSEDED SURVEY CONTROL
 EY3306
 EY3306  NAD 83(1986)-  35 56 22.02225(N)    076 18 10.60162(W) AD(       ) 3
 EY3306  NAD 27      -  35 56 21.42800(N)    076 18 11.82900(W) AD(       ) 3
 EY3306
 EY3306.Superseded values are not recommended for survey control.
 EY3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3306.See file dsdata.txt to determine how the superseded data were derived.
 EY3306
 EY3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8247678017(NAD 83)
 EY3306_MARKER: DS = TRIANGULATION STATION DISK
 EY3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3306
 EY3306  HISTORY     - Date     Condition        Report By
 EY3306  HISTORY     - 1917     MONUMENTED       CGS
 EY3306  HISTORY     - 1951     MARK NOT FOUND   CGS
 EY3306
 EY3306                          STATION DESCRIPTION
 EY3306
 EY3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (FBS)
 EY3306'ON THE NE SHORE OF THE SCUPPERNONG RIVER ON A ROUNDED POINT
 EY3306'ABOUT A MILE ABOVE THE MOUTH OF THE RIVER.  THE POINT IS
 EY3306'COVERED WITH CYPRESS.  IT IS LOW AND MARSHY EXCEPT FOR A NARROW
 EY3306'STRIP OF SAND.  STATION IS LOCATED ON THIS STRIP OF SAND ABOUT
 EY3306'10 METERS FROM THE POINT AND ABOUT 2 METERS FROM THE HIGH-WATER
 EY3306'LINE.
 EY3306
 EY3306                          STATION RECOVERY (1951)
 EY3306
 EY3306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3306'STATION NOT RECOVERED AFTER A 4-HOUR SEARCH BY 2 MEN.  THE
 EY3306'SHORELINE HAS RECEDED ABOUT 15 METERS ON THIS POINT AND THE
 EY3306'STATION IS BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7220 ***********************************************************************
 DK7220  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7220  DESIGNATION -  BLUTO
 DK7220  PID         -  DK7220
 DK7220  STATE/COUNTY-  NC/CARTERET
 DK7220  USGS QUAD   -  BEAUFORT (1987)
 DK7220
 DK7220                         *CURRENT SURVEY CONTROL
 DK7220  ___________________________________________________________________
 DK7220* NAD 83(2007)-  34 42 56.58948(N)    076 41 24.55501(W)     ADJUSTED  
 DK7220* NAVD 88     -         1.59   (meters)       5.2    (feet)  GPS OBS   
 DK7220  ___________________________________________________________________
 DK7220  EPOCH DATE  -        2002.00
 DK7220  X           -   1,208,275.881 (meters)                     COMP
 DK7220  Y           -  -5,107,446.215 (meters)                     COMP
 DK7220  Z           -   3,611,967.686 (meters)                     COMP
 DK7220  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DK7220  ELLIP HEIGHT-         -35.866 (meters)          (10/28/08) ADJUSTED
 DK7220  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 DK7220  HORZ ORDER  -  FIRST
 DK7220  ELLP ORDER  -  FOURTH    CLASS II
 DK7220
 DK7220.The horizontal coordinates were established by GPS observations
 DK7220.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2008.
 DK7220
 DK7220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7220.The horizontal coordinates are valid at the epoch date displayed above.
 DK7220.The epoch date for horizontal control is a decimal equivalence
 DK7220.of Year/Month/Day.
 DK7220
 DK7220.The orthometric height was determined by GPS observations and a
 DK7220.high-resolution geoid model.
 DK7220.The orthometric height was determined by GPS observations and a
 DK7220.high-resolution geoid model using precise GPS observation and
 DK7220.processing techniques.
 DK7220
 DK7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7220
 DK7220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7220
 DK7220.The ellipsoidal height was determined by GPS observations
 DK7220.and is referenced to NAD 83.
 DK7220
 DK7220.The geoid height was determined by GEOID03.
 DK7220
 DK7220;                    North         East     Units Scale Factor Converg.
 DK7220;SPC NC       -   109,589.687   821,152.635   MT  0.99991606   +1 19 59.4
 DK7220;SPC NC       -   359,545.50  2,694,064.94   sFT  0.99991606   +1 19 59.4
 DK7220;UTM  18      - 3,842,818.412   345,231.180   MT  0.99989524   -0 57 45.9
 DK7220
 DK7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7220!SPC NC       -   1.00000563  x   0.99991606  =   0.99992169
 DK7220!UTM  18      -   1.00000563  x   0.99989524  =   0.99990087
 DK7220
 DK7220|---------------------------------------------------------------------|
 DK7220| PID    Reference Object                     Distance      Geod. Az  |
 DK7220|                                                           dddmmss.s |
 DK7220| DK7221 WIMPY                               188.182 METERS 16930     |
 DK7220|---------------------------------------------------------------------|
 DK7220
 DK7220                          SUPERSEDED SURVEY CONTROL
 DK7220
 DK7220.No superseded survey control is available for this station.
 DK7220
 DK7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4523142818(NAD 83)
 DK7220_MARKER: DH = HORIZONTAL CONTROL DISK
 DK7220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7220_STAMPING: BLUTO 2006
 DK7220_MARK LOGO: NCGS  
 DK7220_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7220+STABILITY: SURFACE MOTION
 DK7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7220+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 DK7220
 DK7220  HISTORY     - Date     Condition        Report By
 DK7220  HISTORY     - 20061109 MONUMENTED       NCGS
 DK7220
 DK7220                          STATION DESCRIPTION
 DK7220
 DK7220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DK7220'STATION IS LOCATED ABOUT 1.6 MI (2.57 KM) EAST OF MOREHEAD CITY AND
 DK7220'1.6 MI (2.57 KM) WEST OF BEAUFORT IN N.C STATE PORT RADIO ISLAND
 DK7220'FACILITY AT THE FERTILIZER HANDLING FACILITY.
 DK7220' 
 DK7220'PROCEED ALONG US 70 FOR 0.2 MI (0.32 KM) EAST FROM THE EAST END OF
 DK7220'HIGH RISE BRIDGE OVER NEWPORT RIVER TO SR 1175 (RADIO ISLAND RD),
 DK7220'THENCE SOUTH ALONG SR 1175 FOR 0.44 MI (0.71 KM) TO GATE, GUARD SHACK
 DK7220'AND FACILITY MANAGER OFFICE, THENCE SOUTH AND SOUTHEAST AROUND PARKING
 DK7220'LOT TO MARL DRIVE ALONG SOUTHSIDE OF NORTH MOST CLUSTER OF 3 LARGE
 DK7220'STORAGE TANKS, THENCE WEST FOR 590 FT (179.8 M) TO Y INTERSECTION,
 DK7220'THENCE ALONG NORTH FORK ABOUT 85 FT (25.9 M) TO STATION, NEAR FIRE
 DK7220'PUMP HOUSE.
 DK7220' 
 DK7220'MARK IS ABOUT 0.5 FT (0.2 M) LOWER THAN MARL DRIVE AND IS RECESSED 1
 DK7220'INCH (3 CM) WITH THE GROUND.  LOCATED 38.0 FT (11.6 M) WEST OF THE
 DK7220'CENTERLINE OF THE MARL DRIVE, 16.2 FT (4.9 M) EAST OF 6 FT (1.8 M)
 DK7220'CHAIN LINK FENCE, 58.4 FT (17.8 M) SOUTH OF THE WHITE FIRE PUMP HOUSE,
 DK7220'22.8 FT (6.9 M) SOUTHEAST OF A 3 INCH (8 CM) IRON PIPE PROJECTING 3 FT
 DK7220'(0.9 M) ABOVE GROUND, 34.3 FT (10.5 M) SOUTHEAST OF CORNER IN CHAIN
 DK7220'LINK FENCE AND 101.8 FT (31.0 M) WEST OF THE FACE OF BOTTOM DRAIN
 DK7220'VALVE ON WEST MOST OF 3 STORAGE TANKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4161 ***********************************************************************
 EY4161  DESIGNATION -  BLVD
 EY4161  PID         -  EY4161
 EY4161  STATE/COUNTY-  NC/CRAVEN
 EY4161  USGS QUAD   -  NEW BERN (1994)
 EY4161
 EY4161                         *CURRENT SURVEY CONTROL
 EY4161  ___________________________________________________________________
 EY4161* NAD 83(2001)-  35 06 00.62935(N)    077 04 42.96294(W)     ADJUSTED  
 EY4161* NAVD 88     -        13.5    (meters)      44.     (feet)  VERTCON   
 EY4161  ___________________________________________________________________
 EY4161  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EY4161  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EY4161  HORZ ORDER  -  SECOND
 EY4161
 EY4161.The horizontal coordinates were established by classical geodetic methods
 EY4161.and adjusted by the National Geodetic Survey in August 2005.
 EY4161
 EY4161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4161
 EY4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4161
 EY4161.The geoid height was determined by GEOID03.
 EY4161
 EY4161;                    North         East     Units Scale Factor Converg.
 EY4161;SPC NC       -   151,469.966   784,755.555   MT  0.99987607   +1 06 32.3
 EY4161;SPC NC       -   496,947.71  2,574,652.18   sFT  0.99987607   +1 06 32.3
 EY4161;UTM  18      - 3,886,128.763   310,541.491   MT  1.00004239   -1 11 44.0
 EY4161
 EY4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4161!SPC NC       -   1.00000372  x   0.99987607  =   0.99987979
 EY4161!UTM  18      -   1.00000372  x   1.00004239  =   1.00004611
 EY4161
 EY4161                          SUPERSEDED SURVEY CONTROL
 EY4161
 EY4161  NAD 83(1986)-  35 06 00.64069(N)    077 04 42.97277(W) AD(       ) 2
 EY4161  NGVD 29 (08/13/90)   13.8    (m)           45.     (f) VERT ANG    3  
 EY4161
 EY4161.Superseded values are not recommended for survey control.
 EY4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4161.See file dsdata.txt to determine how the superseded data were derived.
 EY4161
 EY4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1054186129(NAD 83)
 EY4161_MARKER: DE = TRAVERSE STATION DISK
 EY4161_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EY4161+WITH SETTING: PAVEMENT
 EY4161_SP_SET: DRILL HOLE IN CONCRETE
 EY4161_STAMPING: BLVD 1979
 EY4161_MARK LOGO: NCGS  
 EY4161_PROJECTION: FLUSH
 EY4161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4161+STABILITY: SURFACE MOTION
 EY4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4161+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 EY4161
 EY4161  HISTORY     - Date     Condition        Report By
 EY4161  HISTORY     - 1979     MONUMENTED       NCGS
 EY4161  HISTORY     - 19810101 GOOD             NCGS
 EY4161  HISTORY     - 1985     GOOD             USPSQD
 EY4161  HISTORY     - 20010606 GOOD             NCGS
 EY4161  HISTORY     - 20050215 GOOD             USPSQD
 EY4161  HISTORY     - 20060227 GOOD             USPSQD
 EY4161
 EY4161                          STATION DESCRIPTION
 EY4161
 EY4161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4161'THE STATION IS LOCATED AT THE SOUTHWEST SIDE OF NEW BERN.
 EY4161'
 EY4161'TO REACH STATION FROM THE US 70 BYPASS OVERPASS OF US 17 AT THE
 EY4161'SOUTHWEST EDGE OF NEW BERN, PROCEED SOUTHEAST ALONG US 70 FOR 0.4 MILE
 EY4161'TO THE TRENT BLVD. UNDERPASS AND STATION AT THE SOUTHWEST CORNER OF
 EY4161'BRIDGE IN CONCRETE WALKWAY.
 EY4161'
 EY4161'STATION IS A STANDARD DISK STAMPED---BLVD 1979---, SET IN DRILLED HOLE
 EY4161'IN CONCRETE. THE MARK IS 19.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 EY4161'EAST BOUND LANES AND 7.0 FEET EAST OF WEST END OF SOUTH BRIDGE RAIL.
 EY4161
 EY4161                          STATION RECOVERY (1981)
 EY4161
 EY4161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY4161'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY4161
 EY4161                          STATION RECOVERY (1985)
 EY4161
 EY4161'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY4161'RECOVERED IN GOOD CONDITION.
 EY4161
 EY4161                          STATION RECOVERY (2001)
 EY4161
 EY4161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4161'RECOVERED AS DESCRIBED.
 EY4161
 EY4161                          STATION RECOVERY (2005)
 EY4161
 EY4161'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY4161'RECOVERED IN GOOD CONDITION.
 EY4161
 EY4161                          STATION RECOVERY (2006)
 EY4161
 EY4161'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY4161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1170 ***********************************************************************
 EB1170  DESIGNATION -  BLYTHE
 EB1170  PID         -  EB1170
 EB1170  STATE/COUNTY-  NC/BRUNSWICK
 EB1170  USGS QUAD   -  BOLIVIA (1990)
 EB1170
 EB1170                         *CURRENT SURVEY CONTROL
 EB1170  ___________________________________________________________________
 EB1170* NAD 83(2001)-  34 02 58.08346(N)    078 09 06.45886(W)     ADJUSTED  
 EB1170* NAVD 88     -        10.570  (meters)      34.68   (feet)  ADJUSTED  
 EB1170  ___________________________________________________________________
 EB1170  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EB1170  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EB1170  DYNAMIC HT  -          10.560 (meters)      34.65  (feet)  COMP
 EB1170  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 EB1170
 EB1170  HORZ ORDER  -  SECOND
 EB1170  VERT ORDER  -  SECOND    CLASS II
 EB1170
 EB1170.The horizontal coordinates were established by classical geodetic methods
 EB1170.and adjusted by the National Geodetic Survey in August 2005.
 EB1170
 EB1170.The orthometric height was determined by differential leveling
 EB1170.and adjusted in June 1991.
 EB1170
 EB1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1170
 EB1170.The geoid height was determined by GEOID03.
 EB1170
 EB1170.The dynamic height is computed by dividing the NAVD 88
 EB1170.geopotential number by the normal gravity value computed on the
 EB1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1170.degrees latitude (g = 980.6199 gals.).
 EB1170
 EB1170.The modeled gravity was interpolated from observed gravity values.
 EB1170
 EB1170;                    North         East     Units Scale Factor Converg.
 EB1170;SPC NC       -    33,556.693   687,923.235   MT  1.00009069   +0 29 22.4
 EB1170;SPC NC       -   110,093.92  2,256,961.48   sFT  1.00009069   +0 29 22.4
 EB1170;UTM  17      - 3,771,301.566   762,913.781   MT  1.00045219   +1 35 44.3
 EB1170
 EB1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1170!SPC NC       -   1.00000408  x   1.00009069  =   1.00009477
 EB1170!UTM  17      -   1.00000408  x   1.00045219  =   1.00045627
 EB1170
 EB1170:                Primary Azimuth Mark                     Grid Az
 EB1170:SPC NC       -  SALE                                     200 52 54.4
 EB1170:UTM  17      -  SALE                                     199 46 32.5
 EB1170
 EB1170|---------------------------------------------------------------------|
 EB1170| PID    Reference Object                     Distance      Geod. Az  |
 EB1170|                                                           dddmmss.s |
 EB1170| EB1171 SALE                                467.933 METERS 2012216.8 |
 EB1170| EB1169 MIDDLE                              396.199 METERS 33453     |
 EB1170|---------------------------------------------------------------------|
 EB1170
 EB1170                          SUPERSEDED SURVEY CONTROL
 EB1170
 EB1170  NAD 83(1986)-  34 02 58.09309(N)    078 09 06.46923(W) AD(       ) 2
 EB1170  NAD 27      -  34 02 57.47458(N)    078 09 07.48654(W) AD(       ) 2
 EB1170  NGVD 29 (??/??/92)   10.899  (m)           35.76   (f) ADJ UNCH    2 2
 EB1170
 EB1170.Superseded values are not recommended for survey control.
 EB1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1170.See file dsdata.txt to determine how the superseded data were derived.
 EB1170
 EB1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6291471302(NAD 83)
 EB1170_MARKER: DE = TRAVERSE STATION DISK
 EB1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1170_STAMPING: BLYTHE 1975
 EB1170_MARK LOGO: NCGS  
 EB1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1170+STABILITY: SURFACE MOTION
 EB1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1170+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 EB1170
 EB1170  HISTORY     - Date     Condition        Report By
 EB1170  HISTORY     - 1975     MONUMENTED       NCGS
 EB1170  HISTORY     - 19990414 MARK NOT FOUND   USPSQD
 EB1170  HISTORY     - 20000329 GOOD             NCGS
 EB1170  HISTORY     - 20000329 GOOD             NCGS
 EB1170  HISTORY     - 20010331 GOOD             NGS
 EB1170  HISTORY     - 20020430 GOOD             USPSQD
 EB1170  HISTORY     - 20050826 GOOD             USPSQD
 EB1170
 EB1170                          STATION DESCRIPTION
 EB1170
 EB1170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB1170'BLYTHE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB1170'THE VICINITY OF BOLIVIA, NORTH CAROLINA.
 EB1170'
 EB1170'BLYTHE IS LOCATED APPROXIMATELY 1.15 MILES SOUTH OF BOLIVIA, AND
 EB1170'11.9 MILES NW OF SOUTHPORT.  TO REACH STATION FROM INTERSECTION OF
 EB1170'SR 1500 (HALF HELL ROAD) WITH U.S. 17 NEAR THE SW SIDE OF BOLIVIA,
 EB1170'PROCEED SOUTH ALONG SR 1500 FOR 0.75 MILE TO STATION ON THE LEFT
 EB1170'IN WOODED AREA IN SE QUADRANT OF THE INTERSECTION WITH SR 1511
 EB1170'(E).
 EB1170'
 EB1170'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB1170'BLYTHE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB1170'IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 EB1170'
 EB1170'MARK IS 82.7 FT E OF C/L OF SR 1500
 EB1170'
 EB1170'128.0 FT S OF C/L OF SR 1511
 EB1170'
 EB1170'33.6 FT N OF 8 IN OAK WITH ALUMINUM REF. TAG
 EB1170'
 EB1170'17.4 FT ENE OF 6 IN OAK WITH ALUMINUM REF. TAG
 EB1170'
 EB1170'6.3 FT WSW OF 4 IN GUM WITH ALUMINUM REF. TAG
 EB1170
 EB1170                          STATION RECOVERY (1999)
 EB1170
 EB1170'RECOVERY NOTE BY US POWER SQUADRON 1999
 EB1170'MARK NOT FOUND.
 EB1170
 EB1170                          STATION RECOVERY (2000)
 EB1170
 EB1170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EB1170'RECOVERED AS DESCRIBED.
 EB1170
 EB1170                          STATION RECOVERY (2000)
 EB1170
 EB1170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EB1170'RECOVERED AS DESCRIBED.
 EB1170
 EB1170                          STATION RECOVERY (2001)
 EB1170
 EB1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EB1170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EB1170
 EB1170                          STATION RECOVERY (2002)
 EB1170
 EB1170'RECOVERY NOTE BY US POWER SQUADRON 2002 (JR)
 EB1170'DELETE 33.6'...W/ ALUM TAG. AND 17.4'...OAK W/ ALUM TAG.
 EB1170'ADD 20.0 FT OF 15 INCH OAK.
 EB1170
 EB1170                          STATION RECOVERY (2005)
 EB1170
 EB1170'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EB1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3062 ***********************************************************************
 FB3062  DESIGNATION -  BLYTHE
 FB3062  PID         -  FB3062
 FB3062  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3062  USGS QUAD   -  PISGAH FOREST (1978)
 FB3062
 FB3062                         *CURRENT SURVEY CONTROL
 FB3062  ___________________________________________________________________
 FB3062* NAD 83(2001)-  35 16 12.65656(N)    082 41 23.88330(W)     ADJUSTED  
 FB3062* NAVD 88     -       649.2    (meters)    2130.     (feet)  VERTCON   
 FB3062  ___________________________________________________________________
 FB3062  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 FB3062  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB3062  HORZ ORDER  -  SECOND
 FB3062
 FB3062.The horizontal coordinates were established by classical geodetic methods
 FB3062.and adjusted by the National Geodetic Survey in August 2005.
 FB3062
 FB3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3062
 FB3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3062
 FB3062.The geoid height was determined by GEOID03.
 FB3062
 FB3062;                    North         East     Units Scale Factor Converg.
 FB3062;SPC NC       -   174,872.131   273,981.872   MT  0.99987264   -2 07 47.1
 FB3062;SPC NC       -   573,726.32    898,888.86   sFT  0.99987264   -2 07 47.1
 FB3062;UTM  17      - 3,904,315.135   346,288.787   MT  0.99989118   -0 58 33.7
 FB3062
 FB3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3062!SPC NC       -   0.99990283  x   0.99987264  =   0.99977548
 FB3062!UTM  17      -   0.99990283  x   0.99989118  =   0.99979402
 FB3062
 FB3062:                Primary Azimuth Mark                     Grid Az
 FB3062:SPC NC       -  DILLS                                    092 13 18.6
 FB3062:UTM  17      -  DILLS                                    091 04 05.2
 FB3062
 FB3062|---------------------------------------------------------------------|
 FB3062| PID    Reference Object                     Distance      Geod. Az  |
 FB3062|                                                           dddmmss.s |
 FB3062| FB3061 DILLS                               APPROX. 0.5 KM 0900531.5 |
 FB3062| FB3069 PINNACLE SOU RR MICROWAVE           APPROX.14.4 KM 1080549.0 |
 FB3062|---------------------------------------------------------------------|
 FB3062
 FB3062                          SUPERSEDED SURVEY CONTROL
 FB3062
 FB3062  NAD 83(1995)-  35 16 12.65710(N)    082 41 23.88340(W) AD(       ) 2
 FB3062  NAD 83(1986)-  35 16 12.65979(N)    082 41 23.87859(W) AD(       ) 2
 FB3062  NAD 27      -  35 16 12.24787(N)    082 41 24.42738(W) AD(       ) 2
 FB3062  NGVD 29 (07/19/86)  649.2    (m)         2130.     (f) VERT ANG    3  
 FB3062
 FB3062.Superseded values are not recommended for survey control.
 FB3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3062.See file dsdata.txt to determine how the superseded data were derived.
 FB3062
 FB3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4628904315(NAD 83)
 FB3062_MARKER: DE = TRAVERSE STATION DISK
 FB3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3062_STAMPING: BLYTHE 1975
 FB3062_MARK LOGO: NCGS  
 FB3062_PROJECTION: FLUSH
 FB3062_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3062+STABILITY: SURFACE MOTION
 FB3062
 FB3062  HISTORY     - Date     Condition        Report By
 FB3062  HISTORY     - 1975     MONUMENTED       NCGS
 FB3062  HISTORY     - 19840101 GOOD             NCGS
 FB3062  HISTORY     - 1986     GOOD             USPSQD
 FB3062
 FB3062                          STATION DESCRIPTION
 FB3062
 FB3062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3062'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES WEST OF PENROSE AND 3.5
 FB3062'MILES NORTHEAST OF BREVARD.
 FB3062'
 FB3062'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 276 AND NC 280
 FB3062'NORTHEAST OF BREVARD, PROCEED EASTERLY ALONG US 64 FOR 0.85 MILE TO
 FB3062'STATION ON THE RIGHT IN SOUTH SHOULDER OF HIGHWAY, APPROXIMATELY 250
 FB3062'FEET WEST OF WEST ENTRANCE TO PISGAH GARDENS CEMETERY AND 0.3 MILE
 FB3062'WEST OF INTERSECTION WITH SR 1509 (NORTH) AND SR 1521 (SOUTH).
 FB3062'
 FB3062'STATION MARK IS A STANDARD DISK, STAMPED---BLYTHE 1975---, SET IN THE
 FB3062'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 FB3062'GROUND SURFACE.  MARK IS 19.5 FEET SOUTH OF CENTERLINE OF US 64, 94.5
 FB3062'FEET EAST-SOUTHEAST OF CENTERLINE OF BLYTHE RESIDENCE DRIVEWAY, 19.9
 FB3062'FEET NORTH-NORTHEAST OF 6 INCH WILD CHERRY WITH REFERENCE TAG AND 56.5
 FB3062'FEET NORTH-NORTHWEST OF POWER POLE IN FIELD WITH REFERENCE TAG.
 FB3062
 FB3062                          STATION RECOVERY (1984)
 FB3062
 FB3062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB3062'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3062
 FB3062                          STATION RECOVERY (1986)
 FB3062
 FB3062'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FB3062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7054 ***********************************************************************
 AE7054  DESIGNATION -  BLYTHE
 AE7054  PID         -  AE7054
 AE7054  STATE/COUNTY-  NC/MECKLENBURG
 AE7054  USGS QUAD   -  CORNELIUS (1993)
 AE7054
 AE7054                         *CURRENT SURVEY CONTROL
 AE7054  ___________________________________________________________________
 AE7054* NAD 83(2001)-  35 26 29.26489(N)    080 51 13.11213(W)     ADJUSTED  
 AE7054* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 AE7054  ___________________________________________________________________
 AE7054  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AE7054  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AE7054  HORZ ORDER  -  SECOND
 AE7054
 AE7054.The horizontal coordinates were established by classical geodetic methods
 AE7054.and adjusted by the National Geodetic Survey in August 2005.
 AE7054
 AE7054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7054
 AE7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7054
 AE7054.The geoid height was determined by GEOID03.
 AE7054
 AE7054;                    North         East     Units Scale Factor Converg.
 AE7054;SPC NC       -   189,205.499   441,329.761   MT  0.99987805   -1 04 11.5
 AE7054;SPC NC       -   620,751.71  1,447,929.39   sFT  0.99987805   -1 04 11.5
 AE7054;UTM  17      - 3,922,011.199   513,283.265   MT  0.99960217   +0 05 05.5
 AE7054
 AE7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7054!SPC NC       -   0.99996605  x   0.99987805  =   0.99984411
 AE7054!UTM  17      -   0.99996605  x   0.99960217  =   0.99956824
 AE7054
 AE7054                          SUPERSEDED SURVEY CONTROL
 AE7054
 AE7054  NAD 83(1986)-  35 26 29.28283(N)    080 51 13.11927(W) AD(       ) 2
 AE7054  NGVD 29 (09/29/97)  247.4    (m)          812.     (f) VERT ANG    3  
 AE7054
 AE7054.Superseded values are not recommended for survey control.
 AE7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7054.See file dsdata.txt to determine how the superseded data were derived.
 AE7054
 AE7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1328322011(NAD 83)
 AE7054_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7054_STAMPING: BLYTHE 1986
 AE7054_MARK LOGO: NCGS  
 AE7054_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7054+STABILITY: SURFACE MOTION
 AE7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7054+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 AE7054
 AE7054  HISTORY     - Date     Condition        Report By
 AE7054  HISTORY     - 1986     MONUMENTED       NCGS
 AE7054  HISTORY     - 20030416 GOOD             USPSQD
 AE7054  HISTORY     - 20060817 GOOD             NCDOT
 AE7054  HISTORY     - 20071008 GOOD             GEOCAC
 AE7054
 AE7054                          STATION DESCRIPTION
 AE7054
 AE7054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AE7054'STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) NORTH-NORTHEAST OF
 AE7054'HUNTERSVILLE AND 4.51 KM (2.80 MI) SOUTH OF CORNELIUS. ALONG NC 73 FOR
 AE7054'0.5 MI (0.8 KM) WEST FROM NC 115 INTERSECTION NORTH OF HUNTERSVILLE,
 AE7054'AT A DRIVEWAY LEADING NORTH TO A ONE-STORY BRICK HOME, OR 0.64 KM
 AE7054'(0.40 MI) EAST OF SR 2434. MARK IS 1 FOOT LOWER THAN HIGHWAY AND
 AE7054'RECESSED 3 INCHES BELOW GROUND. LOCATED 6.5 M (21.3 FT) NORTH OF THE
 AE7054'CENTERLINE OF HIGHWAY, 8.2 M (26.9 FT) WEST OF CENTERLINE OF DRIVEWAY,
 AE7054'21.7 M (71.2 FT) EAST-SOUTHEAST OF EAST END OF A DRIVEWAY CULVERT,
 AE7054'42.4 M (139.1 FT) SOUTH OF SOUTHEAST CORNER OF HOUSE, 20.5 M (67.3 FT)
 AE7054'NORTHWEST OF TELEPHONE PEDESTAL, 27.7 M (90.9 FT) SOUTH-SOUTHEAST OF
 AE7054'12-INCH MAGNOLIA, AND 29.5 M (96.8 FT) NORTHWEST OF POWER POLE WITH A
 AE7054'REFERENCE TAG.
 AE7054
 AE7054                          STATION RECOVERY (2003)
 AE7054
 AE7054'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7054'MARKER IS NOW 8 INCHES BELOW GROUND (NOT 3 INCHES).
 AE7054
 AE7054                          STATION RECOVERY (2006)
 AE7054
 AE7054'RECOVERY NOTE BY 
NC DOT 2006 (JIJ)
 AE7054'RECOVERED IN GOOD CONDITION.
 AE7054
 AE7054                          STATION RECOVERY (2007)
 AE7054
 AE7054'RECOVERY NOTE BY GEOCACHING 2007 (DEB)
 AE7054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2438 ***********************************************************************
 AH2438  DESIGNATION -  BLYTHE
 AH2438  PID         -  AH2438
 AH2438  STATE/COUNTY-  NC/HENDERSON
 AH2438  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2438
 AH2438                         *CURRENT SURVEY CONTROL
 AH2438  ___________________________________________________________________
 AH2438* NAD 83(2001)-  35 19 52.98724(N)    082 28 45.86534(W)     ADJUSTED  
 AH2438* NAVD 88     -       653.4    (meters)    2144.     (feet)  VERTCON   
 AH2438  ___________________________________________________________________
 AH2438  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 AH2438  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AH2438  HORZ ORDER  -  SECOND
 AH2438
 AH2438.The horizontal coordinates were established by classical geodetic methods
 AH2438.and adjusted by the National Geodetic Survey in August 2005.
 AH2438
 AH2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2438
 AH2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2438
 AH2438.The geoid height was determined by GEOID03.
 AH2438
 AH2438;                    North         East     Units Scale Factor Converg.
 AH2438;SPC NC       -   180,965.753   293,363.149   MT  0.99987355   -2 00 29.6
 AH2438;SPC NC       -   593,718.47    962,475.60   sFT  0.99987355   -2 00 29.6
 AH2438;UTM  17      - 3,910,797.440   365,543.189   MT  0.99982280   -0 51 20.4
 AH2438
 AH2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2438!SPC NC       -   0.99990224  x   0.99987355  =   0.99977580
 AH2438!UTM  17      -   0.99990224  x   0.99982280  =   0.99972506
 AH2438
 AH2438                          SUPERSEDED SURVEY CONTROL
 AH2438
 AH2438  NAD 83(1986)-  35 19 52.99290(N)    082 28 45.86496(W) AD(       ) 2
 AH2438  NGVD 29 (07/29/98)  653.5    (m)         2144.     (f) VERT ANG    3  
 AH2438
 AH2438.Superseded values are not recommended for survey control.
 AH2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2438.See file dsdata.txt to determine how the superseded data were derived.
 AH2438
 AH2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6554310797(NAD 83)
 AH2438_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2438_STAMPING: BLYTHE 1988
 AH2438_MARK LOGO: NCGS  
 AH2438_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2438+STABILITY: SURFACE MOTION
 AH2438
 AH2438  HISTORY     - Date     Condition        Report By
 AH2438  HISTORY     - 1988     MONUMENTED       NCGS
 AH2438  HISTORY     - 20041114 GOOD             USPSQD
 AH2438
 AH2438                          STATION DESCRIPTION
 AH2438
 AH2438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2438'STATION IS LOCATED IN NORTHWEST HENDERSONVILLE. ALONG NC 191 FOR 0.75
 AH2438'MI (1.21 KM) NORTHWEST FROM US 25, ABOUT 250 FEET NORTHWEST OF SR 1180
 AH2438'(BLYTHE ST), AT A HEDGE ROW. MARK IS ABOUT 3 FEET HIGHER THAN THE
 AH2438'HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 14.80 M (48.56 FT)
 AH2438'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41.95 M (137.63 FT)
 AH2438'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK APARTMENT BUILDING,
 AH2438'23.2 M (76.1 FT) SOUTH OF A 30-INCH FORKED WILLOW, 26.2 M (86.0 FT)
 AH2438'NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK CARWASH, AND 8.85 M
 AH2438'(29.04 FT) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 AH2438'REFERENCE TAG.
 AH2438
 AH2438                          STATION RECOVERY (2004)
 AH2438
 AH2438'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH2438'29 FT ENE OF POWER POLE, WITH TRANSFORMER AND REF TAG, NUMBER 096250
 AH2438'059356, 30 FT WSW SW POST OF PATTY CAKES BAKE SHOP
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0913 ***********************************************************************
 FB0913  DESIGNATION -  BM
 FB0913  PID         -  FB0913
 FB0913  STATE/COUNTY-  NC/BUNCOMBE
 FB0913  USGS QUAD   -  ASHEVILLE (1991)
 FB0913
 FB0913                         *CURRENT SURVEY CONTROL
 FB0913  ___________________________________________________________________
 FB0913* NAD 83(1986)-  35 30 15.     (N)    082 35 49.     (W)     SCALED    
 FB0913* NAVD 88     -       645.91   (+/-2cm)    2119.1    (feet)  VERTCON   
 FB0913  ___________________________________________________________________
 FB0913  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB0913  VERT ORDER  -  ? (See Below)
 FB0913
 FB0913.The horizontal coordinates were scaled from a topographic map and have
 FB0913.an estimated accuracy of +/- 6 seconds.
 FB0913
 FB0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0913.The vertical order pertains to the NGVD 29 superseded value.
 FB0913
 FB0913.The geoid height was determined by GEOID03.
 FB0913
 FB0913;                    North         East    Units  Estimated Accuracy
 FB0913;SPC NC       -   200,500.      283,380.      MT  (+/- 180 meters Scaled)
 FB0913
 FB0913                          SUPERSEDED SURVEY CONTROL
 FB0913
 FB0913  NGVD 29 (??/??/92)  645.964  (m)         2119.30   (f) ADJ UNCH    ?  
 FB0913
 FB0913.Superseded values are not recommended for survey control.
 FB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0913.See file dsdata.txt to determine how the superseded data were derived.
 FB0913
 FB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV551301(NAD 83)
 FB0913_MARKER: DD = SURVEY DISK
 FB0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0913_MARK LOGO: USFS  
 FB0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0913+STABILITY: SURFACE MOTION
 FB0913
 FB0913  HISTORY     - Date     Condition        Report By
 FB0913  HISTORY     - UNK      MONUMENTED       USFS
 FB0913  HISTORY     - 1940     GOOD             NGS
 FB0913  HISTORY     - 19981214 SEE DESCRIPTION  NCGS
 FB0913
 FB0913                          STATION DESCRIPTION
 FB0913
 FB0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 FB0913'5.9 MI S FROM WEST ASHEVILLE.
 FB0913'5.9 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE POST OFFICE
 FB0913'AT WEST ASHEVILLE, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD
 FB0913'LEADING WEST NEAR BENT CREEK CHURCH, AT THE UNITED STATES FOREST
 FB0913'SERVICE BENT CREEK EXPERIMENT STATION (BENT CREEK FOREST FIELD
 FB0913'LABORATORY), 300 FEET WEST OF THE HIGHWAY, AT THE CENTER OF
 FB0913'A CIRCULAR DRIVEWAY INSIDE THE STATION GROUNDS, 95 FEET EAST
 FB0913'OF THE NORTHEAST CORNER OF A GARAGE, 90 FEET SOUTHEAST OF THE
 FB0913'SOUTHWEST CORNER OF THE WEATHER-DATA HOUSE, AND 68 FEET NORTHWEST
 FB0913'OF THE FLAGPOLE.  A UNITED STATES FOREST SERVICE STANDARD DISK,
 FB0913'SET IN THE TOP OF A CONCRETE POST.
 FB0913
 FB0913                          STATION RECOVERY (1998)
 FB0913
 FB0913'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FB0913'STATION IS DESTROYED.  THE MONUMENT WAS PROJECTING AND REPORTED HIT BY
 FB0913'A MOWER BY FOREST SERVICE PERSONEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0083 ***********************************************************************
 DD0083  DESIGNATION -  BM
 DD0083  PID         -  DD0083
 DD0083  STATE/COUNTY-  NC/BRUNSWICK
 DD0083  USGS QUAD   -  LOCKWOODS FOLLY (1990)
 DD0083
 DD0083                         *CURRENT SURVEY CONTROL
 DD0083  ___________________________________________________________________
 DD0083* NAD 83(1986)-  33 55 22.     (N)    078 14 16.     (W)     SCALED    
 DD0083* NAVD 88     -         2.806  (meters)       9.21   (feet)  ADJUSTED  
 DD0083  ___________________________________________________________________
 DD0083  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 DD0083  DYNAMIC HT  -           2.803 (meters)       9.20  (feet)  COMP
 DD0083  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 DD0083
 DD0083  VERT ORDER  -  SECOND    CLASS 0
 DD0083
 DD0083.The horizontal coordinates were scaled from a topographic map and have
 DD0083.an estimated accuracy of +/- 6 seconds.
 DD0083
 DD0083.The orthometric height was determined by differential leveling
 DD0083.and adjusted in June 1991.
 DD0083
 DD0083.The geoid height was determined by GEOID03.
 DD0083
 DD0083.The dynamic height is computed by dividing the NAVD 88
 DD0083.geopotential number by the normal gravity value computed on the
 DD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0083.degrees latitude (g = 980.6199 gals.).
 DD0083
 DD0083.The modeled gravity was interpolated from observed gravity values.
 DD0083
 DD0083;                    North         East    Units  Estimated Accuracy
 DD0083;SPC NC       -    19,440.      680,090.      MT  (+/- 180 meters Scaled)
 DD0083
 DD0083                          SUPERSEDED SURVEY CONTROL
 DD0083
 DD0083  NGVD 29 (??/??/92)    3.13   (m)           10.3    (f) COMPUTED    2 0
 DD0083
 DD0083.Superseded values are not recommended for survey control.
 DD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0083.See file dsdata.txt to determine how the superseded data were derived.
 DD0083
 DD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT553570(NAD 83)
 DD0083_MARKER: S = SPIKE
 DD0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0083_SP_SET: TREE
 DD0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0083
 DD0083  HISTORY     - Date     Condition        Report By
 DD0083  HISTORY     - UNK      MONUMENTED       DOD
 DD0083  HISTORY     - 1963     GOOD             NGS
 DD0083
 DD0083                          STATION DESCRIPTION
 DD0083
 DD0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 DD0083'8 MI SE FROM SUPPLY.
 DD0083'ABOUT 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 211 FROM THE
 DD0083'JUNCTION OF U.S. HIGHWAY 17 AT SUPPLY, THENCE 5.45 MILES SOUTH
 DD0083'ALONG COUNTY ROAD NO. 1115, THENCE 2.15 MILES SOUTHEAST ALONG
 DD0083'COUNTY ROAD NO. 1119, NEAR LOCKWOOD FOLLY INLET, ALONG THE
 DD0083'INTERCOSTAL WATERWAY, ABOUT 328 FEET NORTHWEST OF THE HIGH
 DD0083'WATER LINE OF THE CANAL, 16 FEET EAST OF THE CENTER LINE OF THE
 DD0083'ROAD, 54.6 FEET SOUTH OF BENCH MARK N 161, A SPIKE DRIVEN IN THE
 DD0083'WEST SIDE OF THE FIRST LARGE OAK TREE NORTHWEST OF THE INLAND
 DD0083'WATERWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  TIDAL
 DD0083'STATION 53, LOCKWOOD FOLEY INLET, (BEACON 26, INLAND WATERWAY,
 DD0083'NORTH CAROLINA).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1029 ***********************************************************************
 EY1029  DESIGNATION -  BM 1977
 EY1029  PID         -  EY1029
 EY1029  STATE/COUNTY-  NC/HYDE
 EY1029  USGS QUAD   -  NEW LAKE SE (1983)
 EY1029
 EY1029                         *CURRENT SURVEY CONTROL
 EY1029  ___________________________________________________________________
 EY1029* NAD 83(1986)-  35 37 23.     (N)    076 20 06.     (W)     SCALED    
 EY1029* NAVD 88     -         3.155  (meters)      10.35   (feet)  ADJUSTED  
 EY1029  ___________________________________________________________________
 EY1029  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 EY1029  DYNAMIC HT  -           3.153 (meters)      10.34  (feet)  COMP
 EY1029  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 EY1029
 EY1029  VERT ORDER  -  SECOND    CLASS II
 EY1029
 EY1029.The horizontal coordinates were scaled from a topographic map and have
 EY1029.an estimated accuracy of +/- 6 seconds.
 EY1029
 EY1029.The orthometric height was determined by differential leveling
 EY1029.and adjusted in June 1991.
 EY1029
 EY1029.The geoid height was determined by GEOID03.
 EY1029
 EY1029.The dynamic height is computed by dividing the NAVD 88
 EY1029.geopotential number by the normal gravity value computed on the
 EY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1029.degrees latitude (g = 980.6199 gals.).
 EY1029
 EY1029.The modeled gravity was interpolated from observed gravity values.
 EY1029
 EY1029;                    North         East    Units  Estimated Accuracy
 EY1029;SPC NC       -   211,020.      850,970.      MT  (+/- 180 meters Scaled)
 EY1029
 EY1029                          SUPERSEDED SURVEY CONTROL
 EY1029
 EY1029.No superseded survey control is available for this station.
 EY1029
 EY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE791429(NAD 83)
 EY1029_MARKER: S = SPIKE
 EY1029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY1029_SP_SET: BASE OF TREE
 EY1029_STAMPING: BM 1977
 EY1029_MARK LOGO: NCGS  
 EY1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1029
 EY1029  HISTORY     - Date     Condition        Report By
 EY1029  HISTORY     - 1977     MONUMENTED       NCGS
 EY1029
 EY1029                          STATION DESCRIPTION
 EY1029
 EY1029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY1029'8.5 MI NW FROM FAIRFIELD.
 EY1029'STATION IS LOCATED NEAR THE SOUTHEASTERN SHORE OF NEW LAKE.  TO REACH
 EY1029'STATION FROM THE WILKERSON CREEK BRIDGE OVER THE INTRACOASTAL WATERWAY
 EY1029'ON US 264 NORTH OF SCRANTON, PROCEED NORTH ALONG US 264 FOR 0.5 MILE
 EY1029'TO Y INTERSECTION WITH SR 1302.  THENCE NORTHERLY ALONG SR 1302 FOR
 EY1029'0.7 MILE TO T INTERSECTION WITH SR 1303, THENCE NORTHEASTERLY ALONG SR
 EY1029'1303 FOR 7.65 MILES TO STATION ON RIGHT IN BASE OF A 20 INCH SWEET GUM
 EY1029'WITH ALUMINUM REF. TAG ON TREE STAMPED BM 1977. 27.0 FT. SSE OF
 EY1029'CENTERLINE OF SR 1303.  RAILROAD SPIKE DRIVEN INTO BASE OF TREE 15
 EY1029'INCHES ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3265 ***********************************************************************
 EY3265  DESIGNATION -  BM NR STA JCT
 EY3265  PID         -  EY3265
 EY3265  STATE/COUNTY-  NC/HYDE
 EY3265  USGS QUAD   -  FAIRFIELD (1983)
 EY3265
 EY3265                         *CURRENT SURVEY CONTROL
 EY3265  ___________________________________________________________________
 EY3265* NAD 83(2001)-  35 35 35.70535(N)    076 13 54.66918(W)     ADJUSTED  
 EY3265* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3265  ___________________________________________________________________
 EY3265  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EY3265  GEOID HEIGHT-         -38.21  (meters)                     GEOID03
 EY3265  HORZ ORDER  -  SECOND
 EY3265
 EY3265.The horizontal coordinates were established by classical geodetic methods
 EY3265.and adjusted by the National Geodetic Survey in August 2005.
 EY3265
 EY3265.The orthometric height was scaled from a topographic map.
 EY3265
 EY3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3265
 EY3265.The geoid height was determined by GEOID03.
 EY3265
 EY3265;                    North         East     Units Scale Factor Converg.
 EY3265;SPC NC       -   207,970.483   860,402.924   MT  0.99989030   +1 35 51.7
 EY3265;SPC NC       -   682,316.49  2,822,838.59   sFT  0.99989030   +1 35 51.7
 EY3265;UTM  18      - 3,939,533.908   388,405.946   MT  0.99975346   -0 43 01.4
 EY3265
 EY3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3265!SPC NC       -   1.00000589  x   0.99989030  =   0.99989619
 EY3265!UTM  18      -   1.00000589  x   0.99975346  =   0.99975935
 EY3265
 EY3265                          SUPERSEDED SURVEY CONTROL
 EY3265
 EY3265  NAD 83(1986)-  35 35 35.71583(N)    076 13 54.67803(W) AD(       ) 2
 EY3265  NAD 27      -  35 35 35.11000(N)    076 13 55.97000(W) AD(       ) 2
 EY3265
 EY3265.Superseded values are not recommended for survey control.
 EY3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3265.See file dsdata.txt to determine how the superseded data were derived.
 EY3265
 EY3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8840639534(NAD 83)
 EY3265_MARKER: DD = SURVEY DISK
 EY3265_SETTING: 0 = UNSPECIFIED SETTING
 EY3265
 EY3265  HISTORY     - Date     Condition        Report By
 EY3265  HISTORY     - 1935     MONUMENTED       USE
 EY3265
 EY3265                          STATION DESCRIPTION
 EY3265
 EY3265'DESCRIBED BY US ENGINEERS 1935
 EY3265'TO REACH FROM WASHINGTON FOLLOW HIGHWAY 264 FOR 31.6 MILES TO
 EY3265'BELHAVEN, TURNING LEFT AT THE BANK BUILDING.  AT 43.6 CROSS
 EY3265'INLAND WATERWAY DRAWBRIDGE.  AT 53.1 TURN LEFT ON HIGHWAY 6 AT
 EY3265'BRIDGE.  AT 56.5 TURN LEFT ACROSS BRIDGE ONTO HIGHWAY 94.  AT
 EY3265'65.7 TURN LEFT ALONG W BANK OF FAIRFIELD CANAL IN THE VILLAGE
 EY3265'OF FAIRFIELD.  FOLLOW W BANK OF CANAL TO 69.4 AT FERRY AND
 EY3265'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6472 ***********************************************************************
 DG6472  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6472  DESIGNATION -  BO
 DG6472  PID         -  DG6472
 DG6472  STATE/COUNTY-  NC/MECKLENBURG
 DG6472  USGS QUAD   -  WEDDINGTON (1988)
 DG6472
 DG6472                         *CURRENT SURVEY CONTROL
 DG6472  ___________________________________________________________________
 DG6472* NAD 83(2007)-  35 06 43.16874(N)    080 46 16.85475(W)     ADJUSTED  
 DG6472* NAVD 88     -       189.80   (meters)     622.7    (feet)  GPS OBS   
 DG6472  ___________________________________________________________________
 DG6472  EPOCH DATE  -        2002.00
 DG6472  X           -     837,705.083 (meters)                     COMP
 DG6472  Y           -  -5,155,810.027 (meters)                     COMP
 DG6472  Z           -   3,648,129.240 (meters)                     COMP
 DG6472  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DG6472  ELLIP HEIGHT-         159.518 (meters)          (02/10/07) ADJUSTED
 DG6472  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DG6472
 DG6472  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6472  Type    PID    Designation                      North   East  Ellip
 DG6472  -------------------------------------------------------------------
 DG6472  NETWORK DG6472 BO                                0.53   0.53   0.96
 DG6472  -------------------------------------------------------------------
 DG6472
 DG6472.The horizontal coordinates were established by GPS observations
 DG6472.and adjusted by the National Geodetic Survey in February 2007.
 DG6472
 DG6472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6472.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6472.The horizontal coordinates are valid at the epoch date displayed above.
 DG6472.The epoch date for horizontal control is a decimal equivalence
 DG6472.of Year/Month/Day.
 DG6472
 DG6472.The orthometric height was determined by GPS observations and a
 DG6472.high-resolution geoid model.
 DG6472.The orthometric height was determined by GPS observations and a
 DG6472.high-resolution geoid model using precise GPS observation and
 DG6472.processing techniques.
 DG6472
 DG6472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6472
 DG6472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6472
 DG6472.The ellipsoidal height was determined by GPS observations
 DG6472.and is referenced to NAD 83.
 DG6472
 DG6472.The geoid height was determined by GEOID03.
 DG6472
 DG6472;                    North         East     Units Scale Factor Converg.
 DG6472;SPC NC       -   152,526.131   448,147.344   MT  0.99987555   -1 01 20.5
 DG6472;SPC NC       -   500,412.81  1,470,296.74   sFT  0.99987555   -1 01 20.5
 DG6472;UTM  17      - 3,885,486.504   520,836.375   MT  0.99960535   +0 07 53.5
 DG6472
 DG6472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6472!SPC NC       -   0.99997496  x   0.99987555  =   0.99985051
 DG6472!UTM  17      -   0.99997496  x   0.99960535  =   0.99958032
 DG6472
 DG6472                          SUPERSEDED SURVEY CONTROL
 DG6472
 DG6472  NAD 83(1986)-  35 06 43.18399(N)    080 46 16.86382(W) AD(       ) 1
 DG6472  NAD 83(2001)-  35 06 43.16865(N)    080 46 16.85535(W) AD(       ) 1
 DG6472  ELLIP H (08/02/04)  159.519  (m)                       GP(       ) 4 1
 DG6472
 DG6472.Superseded values are not recommended for survey control.
 DG6472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6472.See file dsdata.txt to determine how the superseded data were derived.
 DG6472
 DG6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2083685487(NAD 83)
 DG6472_MARKER: DD = SURVEY DISK
 DG6472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6472_STAMPING: BO 2003
 DG6472_MARK LOGO: NGS   
 DG6472_PROJECTION: FLUSH
 DG6472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6472+STABILITY: SURFACE MOTION
 DG6472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6472+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DG6472
 DG6472  HISTORY     - Date     Condition        Report By
 DG6472  HISTORY     - 20031201 MONUMENTED       GCT
 DG6472  HISTORY     - 20060906 GOOD             USPSQD
 DG6472
 DG6472                          STATION DESCRIPTION
 DG6472
 DG6472'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG6472'THE STATION IS LOCATED IN MECKLENBURG COUNTY, NORTH CAROLINA, AND IS
 DG6472'ABOUT (9.0 MI)  SOUTHEAST OF CHARLOTTE, (6.8 MI) NORTHEAST OF
 DG6472'PINEVILLE, AND (2.5 MI) SOUTHWEST OF  MATTHEWS.
 DG6472' 
 DG6472'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 485 AND HWY
 DG6472'51  (PINEVILLE-MATTHEWS ROAD) AT EXIT 64-A, TRAVEL EASTERLY ALONG HWY
 DG6472'51 FOR (5.95 MI) TO  THE INTERSECTION WITH PROVIDENCE ROAD. TURN LEFT
 DG6472'ONTO PROVIDENCE ROAD AND TRAVEL  NORTH FOR (0.55 MI) TO THE TEE
 DG6472'INTERSECTION WITH BEVERLY CREST BLVD. AND THE ENTRANCE TO  BEVERLY
 DG6472'CREST SUBDIVISION. TURN RIGHT ONTO BEVERLY CREST BLVD. AND TRAVE
 DG6472'EASTERLY FOR  (0.6 MI) TO THE INTERSECTION WITH HENSEY'S WAY. TURN
 DG6472'LEFT ONTO HENSEY'S WAY AND PROCEED  NORTHERLY FOR (0.13 MI) TO
 DG6472'DRAKEVIEW COURT. TURN RIGHT AND PROCEED NORTHEAST (0.02 MI)  ALONG
 DG6472'DRAKEVIEW COURT TO BEVERLY SPRINGS DRIVE. TURN RIGHT ONTO BEVERLY
 DG6472'SPRINGS  DRIVE AND TRAVEL NORTHWEST FOR (0.06 MI) TO GOSSAMER BAY
 DG6472'DRIVE. TURN RIGHT ONTO  GOSSAMER BAY DRIVE AND GO NORTHEAST FOR (0.05
 DG6472'MI) TO THE MARK ON THE LEFT.
 DG6472' 
 DG6472'THE MARK IS A STANDARD NGC HORIZONTAL CONTROL DISK SET IN THE TOP OF A
 DG6472'CONCRETE  MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED (70.2 FT)
 DG6472'SOUTH OF THE SOUTHERMOST  CORNER OF APT. NO. 8329, (60.9 FT) EAST OF
 DG6472'APT. NO. 6804, (37.3 FT) WEST AND ACROSS GOSSAMER  GOSSOMER BAY DRIVE
 DG6472'FROM THE SOUTHWESTERN CORNER OF A WHITE PRIVACY FENCE AND TAG,  AND
 DG6472'(6.2 FT) NORTHWEST OF A WHITE STRIPE ON GOSSOMER BAY DRIVE AND A TAG.
 DG6472
 DG6472                          STATION RECOVERY (2006)
 DG6472
 DG6472'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG6472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1676 ***********************************************************************
 EB1676  DESIGNATION -  BOARD
 EB1676  PID         -  EB1676
 EB1676  STATE/COUNTY-  NC/COLUMBUS
 EB1676  USGS QUAD   -  EVERGREEN (1986)
 EB1676
 EB1676                         *CURRENT SURVEY CONTROL
 EB1676  ___________________________________________________________________
 EB1676* NAD 83(2001)-  34 26 14.89819(N)    078 57 03.28010(W)     ADJUSTED  
 EB1676* NAVD 88     -        26.730  (meters)      87.70   (feet)  ADJUSTED  
 EB1676  ___________________________________________________________________
 EB1676  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EB1676  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 EB1676  DYNAMIC HT  -          26.704 (meters)      87.61  (feet)  COMP
 EB1676  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 EB1676
 EB1676  HORZ ORDER  -  SECOND
 EB1676  VERT ORDER  -  SECOND    CLASS I
 EB1676
 EB1676.The horizontal coordinates were established by classical geodetic methods
 EB1676.and adjusted by the National Geodetic Survey in August 2005.
 EB1676
 EB1676.The orthometric height was determined by differential leveling
 EB1676.and adjusted in June 1991.
 EB1676
 EB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1676
 EB1676.The geoid height was determined by GEOID03.
 EB1676
 EB1676.The dynamic height is computed by dividing the NAVD 88
 EB1676.geopotential number by the normal gravity value computed on the
 EB1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1676.degrees latitude (g = 980.6199 gals.).
 EB1676
 EB1676.The modeled gravity was interpolated from observed gravity values.
 EB1676
 EB1676;                    North         East     Units Scale Factor Converg.
 EB1676;SPC NC       -    76,264.452   614,112.780   MT  0.99997279   +0 01 42.0
 EB1676;SPC NC       -   250,210.96  2,014,801.68   sFT  0.99997279   +0 01 42.0
 EB1676;UTM  17      - 3,812,567.993   688,267.930   MT  1.00003691   +1 09 32.8
 EB1676
 EB1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1676!SPC NC       -   1.00000114  x   0.99997279  =   0.99997393
 EB1676!UTM  17      -   1.00000114  x   1.00003691  =   1.00003805
 EB1676
 EB1676                          SUPERSEDED SURVEY CONTROL
 EB1676
 EB1676  NAD 83(1986)-  34 26 14.90861(N)    078 57 03.28383(W) AD(       ) 2
 EB1676  NGVD 29 (10/06/93)   27.006  (m)           88.60   (f) ADJUSTED    2 1
 EB1676
 EB1676.Superseded values are not recommended for survey control.
 EB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1676.See file dsdata.txt to determine how the superseded data were derived.
 EB1676
 EB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8826812568(NAD 83)
 EB1676_MARKER: DE = TRAVERSE STATION DISK
 EB1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1676_SP_SET: CONCRETE POST
 EB1676_STAMPING: BOARD 1977
 EB1676_MARK LOGO: NCGS  
 EB1676_PROJECTION: RECESSED 8 CENTIMETERS
 EB1676_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1676+STABILITY: SURFACE MOTION
 EB1676
 EB1676  HISTORY     - Date     Condition        Report By
 EB1676  HISTORY     - 1977     MONUMENTED       NCGS
 EB1676  HISTORY     - 1978     GOOD             NCGS
 EB1676
 EB1676                          STATION DESCRIPTION
 EB1676
 EB1676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB1676'THE STATION IS LOCATED IN BOARDMAN COMMUNITY AND APPROXIMATELY 3.5
 EB1676'MILES WEST-NORTHWEST OF EVERGREEN.
 EB1676'
 EB1676'TO REACH THE STATION FROM THE US 74 BRIDGE OVER THE LUMBER RIVER,
 EB1676'PROCEED SOUTHEAST ALONG THE US 74 FOR 0.6 MILE TO STATION ON LEFT AT
 EB1676'BRACE IN FENCE LINE APPROXIMATELY 180 FEET SOUTHEAST OF A BILLBOARD,
 EB1676'AND 0.1 MILE NORTHWEST OF SR 1506 CROSSROAD.
 EB1676'
 EB1676'STATION MARK IS A STANDARD DISK STAMPED---BOARD 1977---SET IN TOP OF
 EB1676'A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW GROUND SURFACE.  MARK IS
 EB1676'117.8 FEET NORTHEAST OF CENTERLINE OF US 74, 105.3 FEET SOUTHWEST OF
 EB1676'SOUTHWEST CORNER OF BOARDMAN RESTAURANT, 5.0 FEET SOUTHWEST OF CENTER
 EB1676'BRACE POST WITH REFERENCE TAG, 9.2 FEET SOUTH OF WEST BRACE POST WITH
 EB1676'REFERENCE TAG, 9.4 FEET NORTHWEST OF EAST BRACE POST WITH REFERENCE
 EB1676'TAG AND 110.1 FEET NORTHWEST OF AN EXXON SIGN POST.
 EB1676
 EB1676                          STATION RECOVERY (1978)
 EB1676
 EB1676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1676'3.5 MI NW FROM EVERGREEN.
 EB1676'IN BOARDMAN COMMUNITY, 0.6 MILE SOUTHEAST ALONG U.S. 74 FROM
 EB1676'BRIDGE OVER LUMBER RIVER AND 0.1 MILE NORTHWEST OF INTERSECTION
 EB1676'WITH SR 1506, ON NORTHEAST SIDE OF HIGHWAY AT A BRACE SECTION IN
 EB1676'FENCE APPROXIMATELY 180 FEET SOUTHEAST OF LARGE BILLBOARD SIGN,
 EB1676'117.8 FEET NORTHEAST OF CENTERLINE OF U.S. 74, 105.3 FEET
 EB1676'SOUTHWEST OF SOUTHWEST CORNER OF BOARDMAN RESTAURANT, 5.0 FEET
 EB1676'SOUTHWEST OF CENTER BRACE POST, 9.2 FEET SOUTH OF WESTERNMOST
 EB1676'BRACE POST AND 9.4 FEET NORTHWEST OF EASTERNMOST BRACE POST -
 EB1676'ALL WITH REFERENCE TAGS AND 110.1 FEET NORTHWEST OF EXXON SIGN
 EB1676'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0823 ***********************************************************************
 EZ0823  DESIGNATION -  BOARD
 EZ0823  PID         -  EZ0823
 EZ0823  STATE/COUNTY-  NC/WAKE
 EZ0823  USGS QUAD   -  WAKE FOREST (1987)
 EZ0823
 EZ0823                         *CURRENT SURVEY CONTROL
 EZ0823  ___________________________________________________________________
 EZ0823* NAD 83(2001)-  35 58 20.22514(N)    078 33 13.92420(W)     ADJUSTED  
 EZ0823* NAVD 88     -       112.556  (meters)     369.28   (feet)  ADJUSTED  
 EZ0823  ___________________________________________________________________
 EZ0823  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 EZ0823  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 EZ0823  DYNAMIC HT  -         112.461 (meters)     368.97  (feet)  COMP
 EZ0823  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 EZ0823
 EZ0823  HORZ ORDER  -  SECOND
 EZ0823  VERT ORDER  -  SECOND    CLASS 0
 EZ0823
 EZ0823.The horizontal coordinates were established by classical geodetic methods
 EZ0823.and adjusted by the National Geodetic Survey in August 2005.
 EZ0823
 EZ0823.The orthometric height was determined by differential leveling
 EZ0823.and adjusted in June 1991.
 EZ0823
 EZ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0823
 EZ0823.The geoid height was determined by GEOID03.
 EZ0823
 EZ0823.The dynamic height is computed by dividing the NAVD 88
 EZ0823.geopotential number by the normal gravity value computed on the
 EZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0823.degrees latitude (g = 980.6199 gals.).
 EZ0823
 EZ0823.The modeled gravity was interpolated from observed gravity values.
 EZ0823
 EZ0823;                    North         East     Units Scale Factor Converg.
 EZ0823;SPC NC       -   246,616.020   649,838.126   MT  0.99995154   +0 15 27.0
 EZ0823;SPC NC       -   809,106.06  2,132,010.59   sFT  0.99995154   +0 15 27.0
 EZ0823;UTM  17      - 3,983,641.004   720,562.138   MT  1.00019947   +1 26 14.7
 EZ0823
 EZ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0823!SPC NC       -   0.99998748  x   0.99995154  =   0.99993902
 EZ0823!UTM  17      -   0.99998748  x   1.00019947  =   1.00018694
 EZ0823
 EZ0823:                Primary Azimuth Mark                     Grid Az
 EZ0823:SPC NC       -  GRENSHAW                                 038 16 01.2
 EZ0823:UTM  17      -  GRENSHAW                                 037 05 13.5
 EZ0823
 EZ0823|---------------------------------------------------------------------|
 EZ0823| PID    Reference Object                     Distance      Geod. Az  |
 EZ0823|                                                           dddmmss.s |
 EZ0823| EZ0822 GRENSHAW                            444.378 METERS 0383128.2 |
 EZ0823| EZ0824 SODA                                335.733 METERS 24100     |
 EZ0823|---------------------------------------------------------------------|
 EZ0823
 EZ0823                          SUPERSEDED SURVEY CONTROL
 EZ0823
 EZ0823  NAD 83(1986)-  35 58 20.22900(N)    078 33 13.93286(W) AD(       ) 2
 EZ0823  NAD 83(1986)-  35 58 20.23089(N)    078 33 13.93978(W) AD(       ) 2
 EZ0823  NAD 27      -  35 58 19.69455(N)    078 33 14.93662(W) AD(       ) 2
 EZ0823  NGVD 29 (??/??/92)  112.826  (m)          370.16   (f) ADJ UNCH    2 0
 EZ0823
 EZ0823.Superseded values are not recommended for survey control.
 EZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0823.See file dsdata.txt to determine how the superseded data were derived.
 EZ0823
 EZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2056283641(NAD 83)
 EZ0823_MARKER: DE = TRAVERSE STATION DISK
 EZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0823_SP_SET: TREE
 EZ0823_STAMPING: BOARD 1970
 EZ0823_MARK LOGO: NCGS  
 EZ0823_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0823+STABILITY: SURFACE MOTION
 EZ0823
 EZ0823  HISTORY     - Date     Condition        Report By
 EZ0823  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0823  HISTORY     - 1972     GOOD             NCGS
 EZ0823  HISTORY     - 19850101 GOOD             NCGS
 EZ0823  HISTORY     - 1987     GOOD             USPSQD
 EZ0823  HISTORY     - 1987     GOOD             USPSQD
 EZ0823
 EZ0823                          STATION DESCRIPTION
 EZ0823
 EZ0823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0823'BOARD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0823'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0823'
 EZ0823'BOARD IS LOCATED APPROXIMATELY 2.5 MILES WEST OF WAKE FOREST.  TO
 EZ0823'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO
 EZ0823'WEST ON NC 98 FOR 0.65 MILE TO INTERSECTION OF NC 98 AND SR 1928,
 EZ0823'CONTINUE WEST ON NC 98 FOR 0.75 MILE TO STATION ON LEFT,
 EZ0823'APPROXIMATELY 30 FEET WEST OF LANE LEADING INTO WOODS, AND 0.3 MILE
 EZ0823'EAST OF INTERSECTION OF NC 98 AND SR 1923.
 EZ0823'
 EZ0823'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0823'BOARD 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0823'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0823'
 EZ0823'MARK IS--
 EZ0823'39.7 FEET SSE OF C/L OF NC 98.
 EZ0823'24.1 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 47.
 EZ0823'33.5 FEET SW OF C/L OF LANE.
 EZ0823'10.1 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH LOBLOLLY PINE.
 EZ0823'16.9 FEET NNE OF ALUMINUM REF. TAG ON 14 INCH LOBLOLLY PINE.
 EZ0823
 EZ0823                          STATION RECOVERY (1972)
 EZ0823
 EZ0823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0823'2.5 MI W FROM WAKE FOREST.
 EZ0823'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 0.65 MILE
 EZ0823'TO INTERSECTION OF NC 98 AND SR 1928, CONTINUE W ON NC 98 FOR
 EZ0823'0.75 MILE TO STATION ON LEFT, APPROX. 30 FT. W OF LANE LEADING
 EZ0823'INTO WOODS, AND 0.3 MILE E OF INTERSECTION OF NC 98 AND SR 1923,
 EZ0823'39.7 FT SSE OF C/L OF NC 98, 24.1 FT SSW OF ALUM. REF. TAG ON
 EZ0823'PP 47, 33.5 FT SW OF C/L OF LANE, 10.1 FT WSW OF ALUM. REF. TAG
 EZ0823'ON 10 INCH LOBLOLLY PINE AND 16.9 FT NNE OF ALUM. REF. TAG ON 14
 EZ0823'INCH LOBLOLLY PINE.  STATION IS FLUSH WITH THE GROUND.
 EZ0823
 EZ0823                          STATION RECOVERY (1985)
 EZ0823
 EZ0823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0823'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF WAKE FOREST. PROCEED
 EZ0823'ALONG NC 98 FOR 1.2 KM (0.75 MI) WEST FROM THE US 1 OVERPASS THENCE
 EZ0823'SOUTHWEST ALONG SR 1967 (OLD NC 98) FOR 0.4 KM (0.25 MI) , TO A WOODS
 EZ0823'ROAD SOUTH, AND STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 EZ0823'LOCATED 12.1 M (39.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.8
 EZ0823'M (28.9 FT) WEST OF THE CENTER OF THE WOODS ROAD--AND 7.3 M (24.0 FT)
 EZ0823'SOUTH-SOUTHWEST OF POWER POLE (47), 5.0 M (16.4 FT) NORTH-NORTHEAST OF
 EZ0823'A 16-INCH PINE, 2.4 M (7.9 FT) WEST-SOUTHWEST OF A 12-INCH PINE--ALL
 EZ0823'WITH REFERENCE TAGS. MARK IS ABOUT LEVEL WITH THE ROAD.
 EZ0823
 EZ0823                          STATION RECOVERY (1987)
 EZ0823
 EZ0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 EZ0823'RECOVERED IN GOOD CONDITION.
 EZ0823
 EZ0823                          STATION RECOVERY (1987)
 EZ0823
 EZ0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5584 ***********************************************************************
 DF5584  DESIGNATION -  BOARD
 DF5584  PID         -  DF5584
 DF5584  STATE/COUNTY-  NC/CURRITUCK
 DF5584  USGS QUAD   -  MOYOCK (1986)
 DF5584
 DF5584                         *CURRENT SURVEY CONTROL
 DF5584  ___________________________________________________________________
 DF5584* NAD 83(2007)-  36 32 26.39490(N)    076 10 33.85487(W)     ADJUSTED  
 DF5584* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 DF5584  ___________________________________________________________________
 DF5584  EPOCH DATE  -        2002.00
 DF5584  X           -   1,225,871.413 (meters)                     COMP
 DF5584  Y           -  -4,981,871.531 (meters)                     COMP
 DF5584  Z           -   3,776,539.964 (meters)                     COMP
 DF5584  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 DF5584  ELLIP HEIGHT-         -35.423 (meters)          (02/10/07) ADJUSTED
 DF5584  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 DF5584  DYNAMIC HT  -           2.080 (meters)       6.82  (feet)  COMP
 DF5584
 DF5584  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5584  Type    PID    Designation                      North   East  Ellip
 DF5584  -------------------------------------------------------------------
 DF5584  NETWORK DF5584 BOARD                             0.43   0.35   1.04
 DF5584  -------------------------------------------------------------------
 DF5584  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 DF5584
 DF5584  VERT ORDER  -  SECOND    CLASS II
 DF5584
 DF5584.The horizontal coordinates were established by GPS observations
 DF5584.and adjusted by the National Geodetic Survey in February 2007.
 DF5584
 DF5584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5584.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5584.The horizontal coordinates are valid at the epoch date displayed above.
 DF5584.The epoch date for horizontal control is a decimal equivalence
 DF5584.of Year/Month/Day.
 DF5584
 DF5584.The orthometric height was determined by differential leveling
 DF5584.and adjusted in March 2006.
 DF5584.No vertical observational check was made to the station.
 DF5584
 DF5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5584
 DF5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5584
 DF5584.The ellipsoidal height was determined by GPS observations
 DF5584.and is referenced to NAD 83.
 DF5584
 DF5584.The geoid height was determined by GEOID03.
 DF5584
 DF5584.The dynamic height is computed by dividing the NAVD 88
 DF5584.geopotential number by the normal gravity value computed on the
 DF5584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5584.degrees latitude (g = 980.6199 gals.).
 DF5584
 DF5584.The modeled gravity was interpolated from observed gravity values.
 DF5584
 DF5584;                    North         East     Units Scale Factor Converg.
 DF5584;SPC NC       -   313,194.010   862,465.511   MT  1.00012588   +1 37 47.6
 DF5584;SPC NC       - 1,027,537.35  2,829,605.60   sFT  1.00012588   +1 37 47.6
 DF5584;UTM  18      - 4,044,562.165   394,729.598   MT  0.99973653   -0 42 01.0
 DF5584
 DF5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5584!SPC NC       -   1.00000556  x   1.00012588  =   1.00013144
 DF5584!UTM  18      -   1.00000556  x   0.99973653  =   0.99974209
 DF5584
 DF5584                          SUPERSEDED SURVEY CONTROL
 DF5584
 DF5584  NAD 83(2001)-  36 32 26.39569(N)    076 10 33.85440(W) AD(       ) 1
 DF5584  ELLIP H (05/07/03)  -35.411  (m)                       GP(       ) 3 1
 DF5584  NAD 83(1986)-  36 32 26.40827(N)    076 10 33.88384(W) AD(       ) 1
 DF5584  NAVD 88 (05/05/03)    2.08   (m)            6.8    (f) LEVELING    3  
 DF5584
 DF5584.Superseded values are not recommended for survey control.
 DF5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5584.See file dsdata.txt to determine how the superseded data were derived.
 DF5584
 DF5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9473044562(NAD 83)
 DF5584_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5584_STAMPING: BOARD 1995
 DF5584_MARK LOGO: NCGS  
 DF5584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF5584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5584+STABILITY: SURFACE MOTION
 DF5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5584+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 DF5584
 DF5584  HISTORY     - Date     Condition        Report By
 DF5584  HISTORY     - 1995     MONUMENTED       NCGS
 DF5584  HISTORY     - 20041103 GOOD             NCGS
 DF5584
 DF5584                          STATION DESCRIPTION
 DF5584
 DF5584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DF5584'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MOYOCK AND 11.0 MI
 DF5584'(17.7 KM) NORTHWEST OF CURRITUCK.  PROCEED ALONG NC 168 FOR 1.25 MI
 DF5584'(2.01 KM) NORTHWEST FROM THE MOYOCK POST OFFICE TO SR 1229 (BAXTER
 DF5584'LANE) , THENCE EAST ALONG SR 1229 FOR 0.6 MI (1.0 KM) TO THE STATION,
 DF5584'IN THE SHOULDER.  MARK IS ABOUT LEVEL WITH SR 1229 AND RECESSED 2
 DF5584'INCHES BELOW GROUND. LOCATED 16.3 FT (5.0 M) NORTH OF THE CENTERLINE
 DF5584'OF SR 1229, 75 FT (22.9 M) EAST OF THE CENTER OF AN ASPHALT DRIVE TO
 DF5584'J.  L.  STARBOARD RESIDENCE,--AND 86.5 FT (26.4 M) SOUTHEAST OF A
 DF5584'POWER POLE (S034) WITH TRANSFORMER, 88.4 FT (26.9 M) WEST OF A POWER
 DF5584'POLE (S075) --BOTH WITH REFERENCE TAGS.
 DF5584
 DF5584                          STATION RECOVERY (2004)
 DF5584
 DF5584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DF5584'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5285 ***********************************************************************
 EZ5285  DESIGNATION -  BOAT
 EZ5285  PID         -  EZ5285
 EZ5285  STATE/COUNTY-  NC/HARNETT
 EZ5285  USGS QUAD   -  ANGIER (1993)
 EZ5285
 EZ5285                         *CURRENT SURVEY CONTROL
 EZ5285  ___________________________________________________________________
 EZ5285* NAD 83(2001)-  35 30 48.98326(N)    078 41 37.63832(W)     ADJUSTED  
 EZ5285* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 EZ5285  ___________________________________________________________________
 EZ5285  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EZ5285  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EZ5285  HORZ ORDER  -  SECOND
 EZ5285
 EZ5285.The horizontal coordinates were established by classical geodetic methods
 EZ5285.and adjusted by the National Geodetic Survey in August 2005.
 EZ5285
 EZ5285.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5285
 EZ5285.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5285
 EZ5285.The geoid height was determined by GEOID03.
 EZ5285
 EZ5285;                    North         East     Units Scale Factor Converg.
 EZ5285;SPC NC       -   195,680.620   637,375.630   MT  0.99988300   +0 10 36.3
 EZ5285;SPC NC       -   641,995.50  2,091,123.21   sFT  0.99988300   +0 10 36.3
 EZ5285;UTM  17      - 3,932,448.290   709,140.717   MT  1.00013904   +1 20 24.6
 EZ5285
 EZ5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5285!SPC NC       -   0.99998942  x   0.99988300  =   0.99987242
 EZ5285!UTM  17      -   0.99998942  x   1.00013904  =   1.00012846
 EZ5285
 EZ5285|---------------------------------------------------------------------|
 EZ5285| PID    Reference Object                     Distance      Geod. Az  |
 EZ5285|                                                           dddmmss.s |
 EZ5285| EZ5286 MARTIN                              239.597 METERS 06022     |
 EZ5285| EZ5288 BILL                                APPROX. 0.6 KM 2602035.8 |
 EZ5285|---------------------------------------------------------------------|
 EZ5285
 EZ5285                          SUPERSEDED SURVEY CONTROL
 EZ5285
 EZ5285  NAD 83(1986)-  35 30 48.98806(N)    078 41 37.64932(W) AD(       ) 2
 EZ5285  NAD 27      -  35 30 48.41688(N)    078 41 38.60330(W) AD(       ) 2
 EZ5285  NGVD 29 (07/19/86)  100.8    (m)          331.     (f) VERT ANG    3  
 EZ5285
 EZ5285.Superseded values are not recommended for survey control.
 EZ5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5285.See file dsdata.txt to determine how the superseded data were derived.
 EZ5285
 EZ5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0914132448(NAD 83)
 EZ5285_MARKER: DE = TRAVERSE STATION DISK
 EZ5285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5285_STAMPING: BOAT 1972
 EZ5285_MARK LOGO: NCGS  
 EZ5285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ5285
 EZ5285  HISTORY     - Date     Condition        Report By
 EZ5285  HISTORY     - 1972     MONUMENTED       NCGS
 EZ5285  HISTORY     - 19980623 MARK NOT FOUND   USPSQD
 EZ5285  HISTORY     - 20040310 MARK NOT FOUND   NCGS
 EZ5285
 EZ5285                          STATION DESCRIPTION
 EZ5285
 EZ5285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5285'BOAT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5285'VICINITY OF ANGIER, NORTH CAROLINA.
 EZ5285'
 EZ5285'BOAT IS LOCATED APPROXIMATELY 2.7 MILES EAST OF ANGIER.  TO REACH
 EZ5285'STATION FROM THE INTERSECTION OF NC 210 AND DURHAM AND SOUTHERN RR
 EZ5285'IN ANGIER, PROCEED EAST ALONG NC 210 FOR 2.75 MILES TO STATION ON
 EZ5285'RIGHT SHOULDER, 0.25 MILE WEST OF INTERSECTION WITH SR 1006, AND
 EZ5285'APPROXIMATELY 110 FEET SOUTHEAST OF SMALL FRAME HOUSE.
 EZ5285'
 EZ5285'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOAT
 EZ5285'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ5285'INCHES BELOW THE GROUND.
 EZ5285'
 EZ5285'MARK IS--
 EZ5285'14.3 FEET SSE OF C/L OF NC 210.
 EZ5285'131.2 FEET ENE OF PP 34-14 WITH ALUMINUM REF. TAG.
 EZ5285'103.5 FEET SE OF 24 INCH SYCAMORE TREE NEAR SE CORNER OF HOUSE.
 EZ5285'154.1 FEET NW OF PEAR TREE WITH ALUMINUM REF. TAG.
 EZ5285
 EZ5285                          STATION RECOVERY (1998)
 EZ5285
 EZ5285'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ5285'MARK NOT FOUND.
 EZ5285
 EZ5285                          STATION RECOVERY (2004)
 EZ5285
 EZ5285'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ5285'NOT FOUND. SOFT SPOT AT REFERENCE SITE, BELIEVED LOST TO WATER LINE
 EZ5285'INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0621 ***********************************************************************
 EX0621  DESIGNATION -  BOAT
 EX0621  PID         -  EX0621
 EX0621  STATE/COUNTY-  NC/DARE
 EX0621  USGS QUAD   -  LONG SHOAL POINT (1951)
 EX0621
 EX0621                         *CURRENT SURVEY CONTROL
 EX0621  ___________________________________________________________________
 EX0621* NAD 83(2001)-  35 36 25.91451(N)    075 48 57.86952(W)     ADJUSTED  
 EX0621* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 EX0621  ___________________________________________________________________
 EX0621  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EX0621  GEOID HEIGHT-         -38.84  (meters)                     GEOID03
 EX0621  HORZ ORDER  -  SECOND
 EX0621
 EX0621.The horizontal coordinates were established by classical geodetic methods
 EX0621.and adjusted by the National Geodetic Survey in August 2005.
 EX0621
 EX0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0621
 EX0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0621
 EX0621.The geoid height was determined by GEOID03.
 EX0621
 EX0621;                    North         East     Units Scale Factor Converg.
 EX0621;SPC NC       -   210,646.269   898,011.823   MT  0.99989177   +1 50 15.6
 EX0621;SPC NC       -   691,095.30  2,946,227.12   sFT  0.99989177   +1 50 15.6
 EX0621;UTM  18      - 3,940,688.940   426,085.292   MT  0.99966732   -0 28 30.6
 EX0621
 EX0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0621!SPC NC       -   1.00000589  x   0.99989177  =   0.99989766
 EX0621!UTM  18      -   1.00000589  x   0.99966732  =   0.99967321
 EX0621
 EX0621:                Primary Azimuth Mark                     Grid Az
 EX0621:SPC NC       -  UNDERGROUND                              081 49 11.9
 EX0621:UTM  18      -  UNDERGROUND                              084 07 58.1
 EX0621
 EX0621|---------------------------------------------------------------------|
 EX0621| PID    Reference Object                     Distance      Geod. Az  |
 EX0621|                                                           dddmmss.s |
 EX0621| EX0620 UNDERGROUND                         APPROX. 1.4 KM 0833927.5 |
 EX0621| EX0622 FOLD                                342.767 METERS 29158     |
 EX0621|---------------------------------------------------------------------|
 EX0621
 EX0621                          SUPERSEDED SURVEY CONTROL
 EX0621
 EX0621  NAD 83(1986)-  35 36 25.91233(N)    075 48 57.86714(W) AD(       ) 2
 EX0621  NAD 27      -  35 36 25.28588(N)    075 48 59.21692(W) AD(       ) 2
 EX0621  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG    3  
 EX0621
 EX0621.Superseded values are not recommended for survey control.
 EX0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0621.See file dsdata.txt to determine how the superseded data were derived.
 EX0621
 EX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2608540689(NAD 83)
 EX0621_MARKER: DD = SURVEY DISK
 EX0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0621_SP_SET: IRREGULAR CONCRETE MASS
 EX0621_STAMPING: BOAT 1974
 EX0621_MARK LOGO: NCGS  
 EX0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0621+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1991
 EX0621
 EX0621  HISTORY     - Date     Condition        Report By
 EX0621  HISTORY     - 1974     MONUMENTED       NCGS
 EX0621  HISTORY     - 1974     GOOD             NCGS
 EX0621  HISTORY     - 19910925 SEE DESCRIPTION  NOS
 EX0621
 EX0621                          STATION DESCRIPTION
 EX0621
 EX0621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0621'BOAT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0621'THE VICINITY OF STUMPY POINT, NORTH CAROLINA.
 EX0621'
 EX0621'BOAT IS LOCATED APPROXIMATELY 7.7 MILES SSW OF STUMPY POINT AND
 EX0621'12.2 MILES NORTHEAST OF ENGELHARD (HYDE COUNTY).  TO REACH STATION
 EX0621'FROM THE U.S. 264 BRIDGE OVER THE LONG SHOAL RIVER AT THE
 EX0621'DARE - HYDE COUNTY LINE, PROCEED EASTERLY ALONG U.S. 264 FOR 5.0
 EX0621'MILES TO STATION ON THE RIGHT, IN CURVE ON THE PROLONGATED
 EX0621'TANGENCY OF THE SOUTH EDGE OF U.S. 264 FROM THE EAST, AND 0.05
 EX0621'MILE EAST OF CONCRETE BRIDGE OVER PAINS CREEK.
 EX0621'
 EX0621'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0621'BOAT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EX0621'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EX0621'
 EX0621'MARK IS 40.0 FT S OF C/L OF U.S. 264
 EX0621'
 EX0621'71.0 FT NE OF PP WITH ALUMINUM REF. TAG
 EX0621'
 EX0621'336.7 FT ESE OF E END OF S CONCRETE BRIDGE RAIL
 EX0621
 EX0621                          STATION RECOVERY (1974)
 EX0621
 EX0621'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0621'RECOVERED IN GOOD CONDITION.
 EX0621
 EX0621                          STATION RECOVERY (1991)
 EX0621
 EX0621'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 EX0621'THE STATION IS LOCATED APPROXIMATLY 7.7 MI (12.39 KM) SSW OF STUMPY
 EX0621'POINT AND 12.2 MI (19.63 KM) NORTHEAST OF ENGELHARD.
 EX0621'TO REACH FROM
 EX0621'THE BRIDGE OVER LONG SHOAL CREEK ON ROUTE 264 PROCEED EAST ON ROUTE
 EX0621'264 FOR 5.0 MI (8.05 KM) TO THE STATION ON THE RIGHT IN CURVE ON THE
 EX0621'SOUTH SIDE OF THE ROAD.
 EX0621'THE STATION IS A STANDARD N.C. BRASS TRAVERSE
 EX0621'DISK STAMPED BOAT 1974 SET IN THE TOP OF OF A CONCRETE CYLINDER THE
 EX0621'TOP OF THE DISK IS 1 IN BELOW THE GROUND, THE DISK IS TILTED.
 EX0621'THE
 EX0621'STATION IS 40.0 FT (12.19 M) SOUTH OF CENTERLINE OF ROUTE 264 71.0 FT
 EX0621'(21.64 M) NE OF POWER POLE WITH ALUMINUM REF TAG, AND 336.7 FT (102.63
 EX0621'M) EAST SOUTH EAST OF SOUTH CONCRETE BRIDGE RAIL AND 0.9 M (2.95 FT)
 EX0621'NORTH OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4814 ***********************************************************************
 AH4814  DESIGNATION -  BOAT
 AH4814  PID         -  AH4814
 AH4814  STATE/COUNTY-  NC/WAKE
 AH4814  USGS QUAD   -  LAKE WHEELER (1993)
 AH4814
 AH4814                         *CURRENT SURVEY CONTROL
 AH4814  ___________________________________________________________________
 AH4814* NAD 83(2007)-  35 41 37.58347(N)    078 42 03.03505(W)     ADJUSTED  
 AH4814* NAVD 88     -        86.6    (meters)     284.     (feet)  GPS OBS   
 AH4814  ___________________________________________________________________
 AH4814  EPOCH DATE  -        2002.00
 AH4814  X           -   1,016,090.216 (meters)                     COMP
 AH4814  Y           -  -5,085,424.223 (meters)                     COMP
 AH4814  Z           -   3,700,681.217 (meters)                     COMP
 AH4814  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 AH4814  ELLIP HEIGHT-          53.749 (meters)          (02/10/07) ADJUSTED
 AH4814  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AH4814
 AH4814  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4814  Type    PID    Designation                      North   East  Ellip
 AH4814  -------------------------------------------------------------------
 AH4814  NETWORK AH4814 BOAT                              0.35   0.27   0.73
 AH4814  -------------------------------------------------------------------
 AH4814
 AH4814.The horizontal coordinates were established by GPS observations
 AH4814.and adjusted by the National Geodetic Survey in February 2007.
 AH4814
 AH4814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4814.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4814.The horizontal coordinates are valid at the epoch date displayed above.
 AH4814.The epoch date for horizontal control is a decimal equivalence
 AH4814.of Year/Month/Day.
 AH4814
 AH4814.The orthometric height was determined by GPS observations and a
 AH4814.high-resolution geoid model.
 AH4814
 AH4814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4814
 AH4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4814
 AH4814.The ellipsoidal height was determined by GPS observations
 AH4814.and is referenced to NAD 83.
 AH4814
 AH4814.The geoid height was determined by GEOID03.
 AH4814
 AH4814;                    North         East     Units Scale Factor Converg.
 AH4814;SPC NC       -   215,666.215   636,675.518   MT  0.99990227   +0 10 21.6
 AH4814;SPC NC       -   707,564.91  2,088,826.26   sFT  0.99990227   +0 10 21.6
 AH4814;UTM  17      - 3,952,420.373   708,033.668   MT  1.00013333   +1 20 31.0
 AH4814
 AH4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4814!SPC NC       -   0.99999156  x   0.99990227  =   0.99989383
 AH4814!UTM  17      -   0.99999156  x   1.00013333  =   1.00012489
 AH4814
 AH4814                          SUPERSEDED SURVEY CONTROL
 AH4814
 AH4814  NAD 83(2001)-  35 41 37.58346(N)    078 42 03.03498(W) AD(       ) 1
 AH4814  ELLIP H (03/13/03)   53.754  (m)                       GP(       ) 4 2
 AH4814  NAD 83(1986)-  35 41 37.58784(N)    078 42 03.04591(W) AD(       ) 1
 AH4814
 AH4814.Superseded values are not recommended for survey control.
 AH4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4814.See file dsdata.txt to determine how the superseded data were derived.
 AH4814
 AH4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0803452420(NAD 83)
 AH4814_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4814_STAMPING: BOAT 1995
 AH4814_MARK LOGO: NCGS  
 AH4814_PROJECTION: FLUSH
 AH4814_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4814+STABILITY: SURFACE MOTION
 AH4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4814+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH4814
 AH4814  HISTORY     - Date     Condition        Report By
 AH4814  HISTORY     - 1995     MONUMENTED       NCGS
 AH4814  HISTORY     - 20071209 GOOD             GEOCAC
 AH4814
 AH4814                          STATION DESCRIPTION
 AH4814
 AH4814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (EWB)
 AH4814'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF GARNER IN RALEIGH
 AH4814'LAKE WHEELER PARK. PROCEED ALONG SR 1371 (LAKE WHEELER ROAD) FOR 4.85
 AH4814'MI (7.81 KM) SOUTH FROM THE I-40/I-440 BELTLINE BRIDGE TO THE ENTRANCE
 AH4814'ROAD TO LAKE WHEELER PARK, THENCE WEST ALONG PARK ROAD FOR 0.95 MI
 AH4814'(1.53 KM) TO BOAT LAUNCH PARKING LOT AND STATION. MARK IS ABOUT LEVEL
 AH4814'WITH THE PAVED PARKING LOT AND RECESSED 1 INCH BELOW GROUND.  LOCATED
 AH4814'3.0 FT (0.9 M) SOUTHWEST OF THE WEST EDGE OF THE PARKING LOT, 33.5 FT
 AH4814'(10.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BOAT HOUSE,
 AH4814'39.6 FT (12.1 M) NORTH-NORTHWEST OF A ROUND 2-INCH SIGN POST--AND
 AH4814'117.4 FT (35.8 M) SOUTHWEST OF A LIGHT POLE, 176.0 FT (53.6 M) WEST OF
 AH4814'AN 18-INCH OAK--BOTH WITH REFERENCE TAGS.
 AH4814
 AH4814                          STATION RECOVERY (2007)
 AH4814
 AH4814'RECOVERY NOTE BY GEOCACHING 2007 (KSG)
 AH4814'VERIFIED EXISTENCE, NEW MEASUREMENTS AS FOLLOWS. MARK IS RECESSED 4
 AH4814'INCHES BELOW GROUND. LOCATED 2.5 FT (0.7 M) NORTHWEST OF SOUTHEAST LEG
 AH4814'OF WOODEN BENCH, 3 FT (0.9 M) SOUTHWEST FROM EDGE OF PARKING LOT, 33
 AH4814'FT (10 M) EAST-SOUTHEAST OF NORTHEAST CORNER OF BOAT HOUSE, 115 FT (35
 AH4814'M) SOUTHWEST OF WOODEN UTILITY POLE WITH REFERENCE TAG, 175 FT (53.3
 AH4814'M) WEST-SOUTHWEST OF 24-INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3793 ***********************************************************************
 EB3793  DESIGNATION -  BOATING
 EB3793  PID         -  EB3793
 EB3793  STATE/COUNTY-  NC/HOKE
 EB3793  USGS QUAD   -  WAGRAM (1982)
 EB3793
 EB3793                         *CURRENT SURVEY CONTROL
 EB3793  ___________________________________________________________________
 EB3793* NAD 83(2001)-  34 54 03.28927(N)    079 20 47.03603(W)     ADJUSTED  
 EB3793* NAVD 88     -        67.81   (+/-2cm)     222.5    (feet)  VERTCON   
 EB3793  ___________________________________________________________________
 EB3793  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EB3793  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 EB3793  HORZ ORDER  -  SECOND
 EB3793  VERT ORDER  -  THIRD ? (See Below)
 EB3793
 EB3793.The horizontal coordinates were established by classical geodetic methods
 EB3793.and adjusted by the National Geodetic Survey in August 2005.
 EB3793
 EB3793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3793.The vertical order pertains to the NGVD 29 superseded value.
 EB3793
 EB3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3793
 EB3793.The geoid height was determined by GEOID03.
 EB3793
 EB3793;                    North         East     Units Scale Factor Converg.
 EB3793;SPC NC       -   127,726.514   577,944.534   MT  0.99989123   -0 11 59.8
 EB3793;SPC NC       -   419,049.40  1,896,139.69   sFT  0.99989123   -0 11 59.8
 EB3793;UTM  17      - 3,863,302.476   651,082.813   MT  0.99988133   +0 56 46.7
 EB3793
 EB3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3793!SPC NC       -   0.99999446  x   0.99989123  =   0.99988569
 EB3793!UTM  17      -   0.99999446  x   0.99988133  =   0.99987579
 EB3793
 EB3793                          SUPERSEDED SURVEY CONTROL
 EB3793
 EB3793  NAD 83(1986)-  34 54 03.30146(N)    079 20 47.03917(W) AD(       ) 2
 EB3793  NGVD 29 (04/22/91)   68.07   (m)          223.3    (f) LEVELING    3  
 EB3793
 EB3793.Superseded values are not recommended for survey control.
 EB3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3793.See file dsdata.txt to determine how the superseded data were derived.
 EB3793
 EB3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5108363302(NAD 83)
 EB3793_MARKER: DE = TRAVERSE STATION DISK
 EB3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3793_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3793+STABILITY: SURFACE MOTION
 EB3793
 EB3793  HISTORY     - Date     Condition        Report By
 EB3793  HISTORY     - 1978     MONUMENTED       NCGS
 EB3793  HISTORY     - 1985     GOOD             USPSQD
 EB3793
 EB3793                          STATION DESCRIPTION
 EB3793
 EB3793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB3793'THE STATION IS LOCATED APPROXIMATELY 1.4 MILE NORTHEAST OF WAGRAM AND
 EB3793'8.7 MILES SOUTHWEST OF RAEFORD.
 EB3793'
 EB3793'TO REACH STATION FROM THE RAILROAD CROSSING OF US 401 IN WAGRAM,
 EB3793'PROCEED NORTHEAST ALONG US 401 FOR 1.55 MILES TO STATION ON RIGHT
 EB3793'APPROXIMATELY 200 YARDS EAST-NORTHEAST OF THE BRIDGE OVER LUMBER.
 EB3793'
 EB3793'STATION MARK IS A STANDARD DISK STAMPED---BOATING 1978---SET IN TOP
 EB3793'OF A 9 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EB3793'THE MARK IS 32.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY AND
 EB3793'15.8 FEET NORTH-NORTHWEST OF A 6 INCH PIN OAK, 24.5 FEET
 EB3793'WEST-NORTHWEST OF AN 8 INCH PINE, 100.5 FEET WEST OF A 12 INCH PINE
 EB3793'AND 145.3 FEET EAST-NORTHEAST OF A 12 INCH PINE ALL WITH REFERENCE
 EB3793'TAGS.
 EB3793
 EB3793                          STATION RECOVERY (1985)
 EB3793
 EB3793'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB3793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2623 ***********************************************************************
 AH2623  DESIGNATION -  BOATS
 AH2623  PID         -  AH2623
 AH2623  STATE/COUNTY-  NC/CATAWBA
 AH2623  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 AH2623
 AH2623                         *CURRENT SURVEY CONTROL
 AH2623  ___________________________________________________________________
 AH2623* NAD 83(2001)-  35 36 12.07283(N)    080 56 58.00622(W)     ADJUSTED  
 AH2623* NAVD 88     -       236.3    (meters)     775.     (feet)  VERTCON   
 AH2623  ___________________________________________________________________
 AH2623  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AH2623  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AH2623  HORZ ORDER  -  SECOND
 AH2623
 AH2623.The horizontal coordinates were established by classical geodetic methods
 AH2623.and adjusted by the National Geodetic Survey in August 2005.
 AH2623
 AH2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2623
 AH2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2623
 AH2623.The geoid height was determined by GEOID03.
 AH2623
 AH2623;                    North         East     Units Scale Factor Converg.
 AH2623;SPC NC       -   207,328.390   432,986.552   MT  0.99989136   -1 07 30.6
 AH2623;SPC NC       -   680,209.89  1,420,556.71   sFT  0.99989136   -1 07 30.6
 AH2623;UTM  17      - 3,939,957.197   504,579.003   MT  0.99960026   +0 01 46.0
 AH2623
 AH2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2623!SPC NC       -   0.99996787  x   0.99989136  =   0.99985923
 AH2623!UTM  17      -   0.99996787  x   0.99960026  =   0.99956814
 AH2623
 AH2623                          SUPERSEDED SURVEY CONTROL
 AH2623
 AH2623  NAD 83(1986)-  35 36 12.08456(N)    080 56 58.01175(W) AD(       ) 2
 AH2623  NGVD 29 (08/11/98)  236.5    (m)          776.     (f) VERT ANG    3  
 AH2623
 AH2623.Superseded values are not recommended for survey control.
 AH2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2623.See file dsdata.txt to determine how the superseded data were derived.
 AH2623
 AH2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0457939957(NAD 83)
 AH2623_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2623_STAMPING: BOATS 1986
 AH2623_MARK LOGO: NCGS  
 AH2623_PROJECTION: FLUSH
 AH2623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2623+STABILITY: SURFACE MOTION
 AH2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2623+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2002
 AH2623
 AH2623  HISTORY     - Date     Condition        Report By
 AH2623  HISTORY     - 1986     MONUMENTED       NCGS
 AH2623  HISTORY     - 19971211 GOOD             NCGS
 AH2623  HISTORY     - 20000325 GOOD             USPSQD
 AH2623  HISTORY     - 20020322 GOOD             USPSQD
 AH2623
 AH2623                          STATION DESCRIPTION
 AH2623
 AH2623'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2623'STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) WEST OF MOORESVILLE, AND 3.2
 AH2623'KM (2.0 MI) EAST OF TERRELL. ALONG NC 150 FOR 3.0 KM (1.9 MI) EAST
 AH2623'FROM THE POST OFFICE (IN TERRELL), 0R 0.6 KM (0.4 MI) WEST OF THE
 AH2623'CATAWBA RIVER BRIDGE AND THE COUNTY LINE, AT THE EAST END OF A
 AH2623'GUARDRAIL, AND ACROSS THE HIGHWAY FROM THE SAILBOAT RENTAL MARINA.
 AH2623'MARK IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND IS FLUSH WITH GROUND.
 AH2623'LOCATED 7.62 M (25.00 FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 150,
 AH2623'3.17 M (10.40 FT) WEST-SOUTHWEST OF THE EAST END AND 0.91 M (2.99 FT)
 AH2623'NORTH-NORTHWEST OF WEST END OF A GUARDRAIL, 5.18 M (16.99 FT)
 AH2623'NORTHEAST OF THE THIRD METAL GUARDRAIL POST (FROM THE WEST END), AND
 AH2623'32.31 M (106.00 FT) WEST OF A 4 INCH X 4 INCH NO PARKING SIGN POST
 AH2623'WITH A REFERENCE TAG.
 AH2623
 AH2623                          STATION RECOVERY (1997)
 AH2623
 AH2623'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH2623'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AH2623'DESCRIPTION SHOULD READ 3.0 FT (0.9 M) NORTH-NORTHWEST OF GUARDRAIL,
 AH2623'NOT 3.0 FT (0.9 M) NORTH-NORTHWEST OF WEST END OF GUARDRAIL.
 AH2623
 AH2623                          STATION RECOVERY (2000)
 AH2623
 AH2623'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2623'RECOVERED IN GOOD CONDITION.
 AH2623
 AH2623                          STATION RECOVERY (2002)
 AH2623
 AH2623'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AH2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1226 ***********************************************************************
 FA1226  DESIGNATION -  BOATWRIGHT
 FA1226  PID         -  FA1226
 FA1226  STATE/COUNTY-  NC/STANLY
 FA1226  USGS QUAD   -  MORROW MOUNTAIN (1994)
 FA1226
 FA1226                         *CURRENT SURVEY CONTROL
 FA1226  ___________________________________________________________________
 FA1226* NAD 83(2001)-  35 16 01.13172(N)    080 07 08.40959(W)     ADJUSTED  
 FA1226* NAVD 88     -        92.834  (meters)     304.57   (feet)  ADJUSTED  
 FA1226  ___________________________________________________________________
 FA1226  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 FA1226  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FA1226  DYNAMIC HT  -          92.752 (meters)     304.30  (feet)  COMP
 FA1226  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 FA1226
 FA1226  HORZ ORDER  -  SECOND
 FA1226  VERT ORDER  -  SECOND    CLASS II
 FA1226
 FA1226.The horizontal coordinates were established by classical geodetic methods
 FA1226.and adjusted by the National Geodetic Survey in August 2005.
 FA1226
 FA1226.The orthometric height was determined by differential leveling
 FA1226.and adjusted in June 1991.
 FA1226
 FA1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1226
 FA1226.The geoid height was determined by GEOID03.
 FA1226
 FA1226.The dynamic height is computed by dividing the NAVD 88
 FA1226.geopotential number by the normal gravity value computed on the
 FA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1226.degrees latitude (g = 980.6199 gals.).
 FA1226
 FA1226.The modeled gravity was interpolated from observed gravity values.
 FA1226
 FA1226;                    North         East     Units Scale Factor Converg.
 FA1226;SPC NC       -   168,852.422   507,797.546   MT  0.99987263   -0 38 45.1
 FA1226;SPC NC       -   553,976.65  1,665,999.12   sFT  0.99987263   -0 38 45.1
 FA1226;UTM  17      - 3,903,006.623   580,131.532   MT  0.99967913   +0 30 31.3
 FA1226
 FA1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1226!SPC NC       -   0.99999020  x   0.99987263  =   0.99986284
 FA1226!UTM  17      -   0.99999020  x   0.99967913  =   0.99966934
 FA1226
 FA1226:                Primary Azimuth Mark                     Grid Az
 FA1226:SPC NC       -  RANDALL                                  012 11 53.5
 FA1226:UTM  17      -  RANDALL                                  011 02 37.1
 FA1226
 FA1226|---------------------------------------------------------------------|
 FA1226| PID    Reference Object                     Distance      Geod. Az  |
 FA1226|                                                           dddmmss.s |
 FA1226| FA1224 RANDALL                             APPROX. 0.5 KM 0113308.4 |
 FA1226| FA1225 TT 5 TWC                            492.099 METERS 0130715.3 |
 FA1226| FA1228 MICHAEL                             APPROX. 0.7 KM 1803821.3 |
 FA1226|---------------------------------------------------------------------|
 FA1226
 FA1226                          SUPERSEDED SURVEY CONTROL
 FA1226
 FA1226  NAD 83(1986)-  35 16 01.14474(N)    080 07 08.42147(W) AD(       ) 2
 FA1226  NAD 27      -  35 16 00.62336(N)    080 07 09.21507(W) AD(       ) 2
 FA1226  NGVD 29 (??/??/92)   93.089  (m)          305.41   (f) ADJ UNCH    2 2
 FA1226
 FA1226.Superseded values are not recommended for survey control.
 FA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1226.See file dsdata.txt to determine how the superseded data were derived.
 FA1226
 FA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8013203007(NAD 83)
 FA1226_MARKER: DD = SURVEY DISK
 FA1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1226_STAMPING: BOATWRIGHT 1974
 FA1226
 FA1226  HISTORY     - Date     Condition        Report By
 FA1226  HISTORY     - UNK      MONUMENTED
 FA1226  HISTORY     - 1974     GOOD             NCGS
 FA1226
 FA1226                          STATION DESCRIPTION
 FA1226
 FA1226'DESCRIBED UNK
 FA1226'2.9 MI N FROM NORWOOD.
 FA1226'BOATWRIGHT IS LOCATED APPROXIMATELY 7.3 MILES SOUTHEAST OF ALBEMARLE.
 FA1226'TO REACH STATION FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR
 FA1226'1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1226'ALONG SR 1740 FOR 3.15 MILES TO STATION ON THE LEFT AT THE NORTH SIDE
 FA1226'OF A GRAVELED DRIVEWAY LEADING WEST TO A 1 1/2 STORY WHITE FRAME
 FA1226'HOUSE, AND 0.15 MILE NORTH OF THE INTERSECTION WITH SR 1744. 23.3 FT.
 FA1226'WNW OF C/L OF SR 1740, 24.5 FT NNE OF C/L OF GRAVELED DRIVEWAY TO
 FA1226'BOATWRIGHT RESIDENCE, 36.1 FT. NW OF C/L OF INTERSECTION OF SR 1740
 FA1226'AND GRAVELED DRIVEWAY, 8.8 FT NW OF NORTH END OF CONCRETE CULVERT
 FA1226'UNDER GRAVELED DRIVEWAY, 160.6 FT. SOUTH OF PP WITH TRANSFORMER AND
 FA1226'WITH ALUMINUM REF. TAG, AND 218.5 FT. NNE OF PP WITH ALUMINUM REF.
 FA1226'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1226'FLUSH WITH THE GROUND.
 FA1226
 FA1226                          STATION RECOVERY (1974)
 FA1226
 FA1226'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1226'BOATWRIGHT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1226'IN THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1226'
 FA1226'BOATWRIGHT IS LOCATED APPROXIMATELY 2.9 MILES NORTH OF NORWOOD
 FA1226'AND 7.3 MILES SOUTHEAST OF ALBEMARLE.  TO REACH STATION FROM
 FA1226'INTERSECTION OF SR 1740 (PEE DEE AVE.) AND SR 1932 (ANSON AVE.)
 FA1226'WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NORTH ALONG SR 1740
 FA1226'FOR 3.15 MILES TO STATION ON THE LEFT AT THE NORTH SIDE OF A
 FA1226'GRAVELED DRIVEWAY LEADING WEST TO A 1-1/2 STORY WHITE FRAME
 FA1226'HOUSE, AND 0.15 MILE NORTH OF THE INTERSECTION WITH SR 1744.
 FA1226'
 FA1226'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1226'BOATWRIGHT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA1226'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1226'
 FA1226'MARK IS 23.3 FT WNW OF C/L OF SR 1740
 FA1226'
 FA1226'24.5 FT NNE OF C/L OF GRAVELED DRIVEWAY TO BOATWRIGHT RESIDENCE
 FA1226'
 FA1226'36.1 FT NW OF C/L OF INTERSECTION OF SR 1740 AND GRAVELED DRIVEWAY
 FA1226'
 FA1226'8.8 FT NW OF N END OF CONCRETE CULVERT UNDER GRAVELED DRIVEWAY
 FA1226'
 FA1226'160.6 FT S OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 FA1226'
 FA1226'218.5 FT NNE OF PP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2086 ***********************************************************************
 EZ2086  DESIGNATION -  BOAZ
 EZ2086  PID         -  EZ2086
 EZ2086  STATE/COUNTY-  NC/MOORE
 EZ2086  USGS QUAD   -  MURCHISONTOWN (1981)
 EZ2086
 EZ2086                         *CURRENT SURVEY CONTROL
 EZ2086  ___________________________________________________________________
 EZ2086* NAD 83(2007)-  35 20 01.70415(N)    079 14 54.49873(W)     ADJUSTED  
 EZ2086* NAVD 88     -       110.413  (meters)     362.25   (feet)  ADJUSTED  
 EZ2086  ___________________________________________________________________
 EZ2086  EPOCH DATE  -        2002.00
 EZ2086  X           -     971,770.253 (meters)                     COMP
 EZ2086  Y           -  -5,117,716.508 (meters)                     COMP
 EZ2086  Z           -   3,668,186.639 (meters)                     COMP
 EZ2086  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EZ2086  ELLIP HEIGHT-          78.715 (meters)          (02/10/07) ADJUSTED
 EZ2086  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 EZ2086  DYNAMIC HT  -         110.317 (meters)     361.93  (feet)  COMP
 EZ2086
 EZ2086  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ2086  Type    PID    Designation                      North   East  Ellip
 EZ2086  -------------------------------------------------------------------
 EZ2086  NETWORK EZ2086 BOAZ                              3.23   2.69   3.10
 EZ2086  -------------------------------------------------------------------
 EZ2086  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 EZ2086
 EZ2086  VERT ORDER  -  FIRST     CLASS II
 EZ2086
 EZ2086.The horizontal coordinates were established by GPS observations
 EZ2086.and adjusted by the National Geodetic Survey in February 2007.
 EZ2086
 EZ2086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ2086.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ2086.The horizontal coordinates are valid at the epoch date displayed above.
 EZ2086.The epoch date for horizontal control is a decimal equivalence
 EZ2086.of Year/Month/Day.
 EZ2086
 EZ2086.The orthometric height was determined by differential leveling
 EZ2086.and adjusted in June 1991.
 EZ2086
 EZ2086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ2086
 EZ2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2086
 EZ2086.The ellipsoidal height was determined by GPS observations
 EZ2086.and is referenced to NAD 83.
 EZ2086
 EZ2086.The geoid height was determined by GEOID03.
 EZ2086
 EZ2086.The dynamic height is computed by dividing the NAVD 88
 EZ2086.geopotential number by the normal gravity value computed on the
 EZ2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2086.degrees latitude (g = 980.6199 gals.).
 EZ2086
 EZ2086.The modeled gravity was interpolated from observed gravity values.
 EZ2086
 EZ2086;                    North         East     Units Scale Factor Converg.
 EZ2086;SPC NC       -   175,720.008   587,014.057   MT  0.99987361   -0 08 36.3
 EZ2086;SPC NC       -   576,508.06  1,925,895.29   sFT  0.99987361   -0 08 36.3
 EZ2086;UTM  17      - 3,911,469.429   659,186.326   MT  0.99991229   +1 00 47.5
 EZ2086
 EZ2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2086!SPC NC       -   0.99998764  x   0.99987361  =   0.99986126
 EZ2086!UTM  17      -   0.99998764  x   0.99991229  =   0.99989994
 EZ2086
 EZ2086:                Primary Azimuth Mark                     Grid Az
 EZ2086:SPC NC       -  GLEE                                     044 56 32.0
 EZ2086:UTM  17      -  GLEE                                     043 47 08.2
 EZ2086
 EZ2086|---------------------------------------------------------------------|
 EZ2086| PID    Reference Object                     Distance      Geod. Az  |
 EZ2086|                                                           dddmmss.s |
 EZ2086| EZ2085 GLEE                                APPROX. 0.9 KM 0444755.7 |
 EZ2086| EZ2087 COLTS                               305.710 METERS 23242     |
 EZ2086|---------------------------------------------------------------------|
 EZ2086
 EZ2086                          SUPERSEDED SURVEY CONTROL
 EZ2086
 EZ2086  NAD 83(2001)-  35 20 01.70420(N)    079 14 54.49893(W) AD(       ) 1
 EZ2086  ELLIP H (03/13/03)   78.736  (m)                       GP(       ) 4 2
 EZ2086  NAD 83(1986)-  35 20 01.70872(N)    079 14 54.50270(W) AD(       ) 1
 EZ2086  NAD 83(1986)-  35 20 01.70289(N)    079 14 54.49593(W) AD(       ) 2
 EZ2086  NAD 27      -  35 20 01.13734(N)    079 14 55.40071(W) AD(       ) 2
 EZ2086  NAVD 88 (09/05/02)  110.41   (m)          362.2    (f) LEVELING    3  
 EZ2086  NGVD 29 (10/06/93)  110.653  (m)          363.03   (f) ADJUSTED    1 2
 EZ2086
 EZ2086.Superseded values are not recommended for survey control.
 EZ2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2086.See file dsdata.txt to determine how the superseded data were derived.
 EZ2086
 EZ2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5918611469(NAD 83)
 EZ2086_MARKER: DE = TRAVERSE STATION DISK
 EZ2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2086_SP_SET: CONCRETE POST
 EZ2086_STAMPING: BOAZ 1972
 EZ2086_MARK LOGO: NCGS  
 EZ2086_PROJECTION: RECESSED 8 CENTIMETERS
 EZ2086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2086+STABILITY: SURFACE MOTION
 EZ2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2086+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2002
 EZ2086
 EZ2086  HISTORY     - Date     Condition        Report By
 EZ2086  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2086  HISTORY     - 1977     GOOD             NCGS
 EZ2086  HISTORY     - 1980     GOOD             NCGS
 EZ2086  HISTORY     - 1980     GOOD             NCGS
 EZ2086  HISTORY     - 20020211 GOOD             NCGS
 EZ2086
 EZ2086                          STATION DESCRIPTION
 EZ2086
 EZ2086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2086'BOAZ IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2086'VICINITY OF CAMERON, NORTH CAROLINA.
 EZ2086'
 EZ2086'BOAZ IS LOCATED APPROXIMATELY 0.7 MILE NNE OF CAMERON AND 10.8 MILES
 EZ2086'SSW OF SANFORD.  TO REACH STATION FROM THE INTERSECTION OF US 1,
 EZ2086'NC 24 AND NC 27 IN THE VICINITY OF CAMERON, PROCEED NORTH ALONG US
 EZ2086'1 FOR 1.05 MILES TO STATION ON RIGHT.  0.35 MILE SOUTH OF LEE-MOORE
 EZ2086'COUNTY LINE, IN THE EDGE OF YARD OF BOAZ RESIDENCE.
 EZ2086'
 EZ2086'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOAZ
 EZ2086'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2086'FLUSH WITH THE GROUND.
 EZ2086'
 EZ2086'MARK IS
 EZ2086'21.6 FEET SE OF C/L OF US 1.
 EZ2086'13.4 FEET W OF C/L OF EASTERNMOST DRIVEWAY.
 EZ2086'23.0 FEET N OF 10 INCH MAGNOLIA TREE.
 EZ2086'85.7 FEET NW OF ALUMINUM REF. TAG ON SERVICE POLE NO. 14664.
 EZ2086'89.3 FEET NE OF ALUMINUM REF. TAG ON PP NO. 8338 W/TRANSFORMER.
 EZ2086'107.9 FEET N OF CENTER OF BOTTOM BRICK STEP TO BOAZ RESIDENCE.
 EZ2086'175.5 FEET ENE OF CENTER OF E END OF METAL PIPE UNDER WEST
 EZ2086'DRIVEWAY.
 EZ2086
 EZ2086                          STATION RECOVERY (1977)
 EZ2086
 EZ2086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ2086'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2086
 EZ2086                          STATION RECOVERY (1980)
 EZ2086
 EZ2086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2086'THE STATION WAS RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS
 EZ2086'ADEQUATE EXCEPT THE MARK IS STAMPED---BOAZA 1972--- AND THE DISTANCE
 EZ2086'FROM THE EAST DRIVEWAY IS 28.6 FEET.
 EZ2086
 EZ2086                          STATION RECOVERY (1980)
 EZ2086
 EZ2086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2086'0.6 MI NE FROM CAMERON.
 EZ2086'DESIGNATION CONSISTENT WITH HORIZONTAL DESCRIPTIVE DATA BECAUSE
 EZ2086'STAMPING ERROR WAS NOT DISCOVERED UNTIL THIS TIME.  1.05 MILES NORTH
 EZ2086'ALONG U.S. 1 FROM INTERSECTION WITH N.C. 24-27 IN CAMERON, ON EAST
 EZ2086'SIDE OF HIGHWAY IN EDGE OF YARD OF A ONE AND HALF STORY WHITE FRAME
 EZ2086'HOUSE AND 0.35 MILE SOUTH OF LEE-MOORE COUNTY LINE, 21.6 FEET
 EZ2086'SOUTHEAST OF CENTERLINE OF HIGHWAY, 28.6 FEET WEST OF CENTERLINE OF
 EZ2086'EAST DRIVE, 23.0 FEET NORTH OF 10 INCH MAGNOLIA TREE, 85.7 FEET
 EZ2086'NORTHWEST OF POLE 14664 WITH REFERENCE TAG, 89.3 FEET NORTHEAST
 EZ2086'OF POWER POLE 8338 WITH REFERENCE TAG, 107.9 FEET NORTH OF CENTER OF
 EZ2086'BOTTOM STEP TO RESIDENCE AND 175.5 FEET EAST-NORTHEAST OF EAST END
 EZ2086'OF CULVERT UNDER WEST DRIVE.
 EZ2086'THE MARK IS 0.5 FT BELOW HIGHWAY.
 EZ2086
 EZ2086                          STATION RECOVERY (2002)
 EZ2086
 EZ2086'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ2086'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS. THE MAGNOLIA
 EZ2086'TREE IS GONE, MARK IS 66.0 FT (20.1 M) WEST-SOUTHWEST OF A FIRE
 EZ2086'HYDRANT AND 52.3 FT (15.9 M) WEST-SOUTHWEST OF A WATER METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1212 ***********************************************************************
 EA1212  DESIGNATION -  BOB
 EA1212  PID         -  EA1212
 EA1212  STATE/COUNTY-  NC/ONSLOW
 EA1212  USGS QUAD   -  SNEADS FERRY (1988)
 EA1212
 EA1212                         *CURRENT SURVEY CONTROL
 EA1212  ___________________________________________________________________
 EA1212* NAD 83(2007)-  34 33 22.31949(N)    077 29 44.99370(W)     ADJUSTED  
 EA1212* NAVD 88     -        21.766  (meters)      71.41   (feet)  ADJUSTED  
 EA1212  ___________________________________________________________________
 EA1212  EPOCH DATE  -        2002.00
 EA1212  X           -   1,138,520.530 (meters)                     COMP
 EA1212  Y           -  -5,133,766.677 (meters)                     COMP
 EA1212  Z           -   3,597,419.320 (meters)                     COMP
 EA1212  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EA1212  ELLIP HEIGHT-         -15.492 (meters)          (02/10/07) ADJUSTED
 EA1212  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EA1212  DYNAMIC HT  -          21.745 (meters)      71.34  (feet)  COMP
 EA1212
 EA1212  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1212  Type    PID    Designation                      North   East  Ellip
 EA1212  -------------------------------------------------------------------
 EA1212  NETWORK EA1212 BOB                               1.76   1.47   2.45
 EA1212  -------------------------------------------------------------------
 EA1212  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EA1212
 EA1212  VERT ORDER  -  FIRST     CLASS II
 EA1212
 EA1212.The horizontal coordinates were established by GPS observations
 EA1212.and adjusted by the National Geodetic Survey in February 2007.
 EA1212
 EA1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1212.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1212.The horizontal coordinates are valid at the epoch date displayed above.
 EA1212.The epoch date for horizontal control is a decimal equivalence
 EA1212.of Year/Month/Day.
 EA1212
 EA1212.The orthometric height was determined by differential leveling
 EA1212.and adjusted in June 1991.
 EA1212
 EA1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1212
 EA1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1212
 EA1212.The ellipsoidal height was determined by GPS observations
 EA1212.and is referenced to NAD 83.
 EA1212
 EA1212.The geoid height was determined by GEOID03.
 EA1212
 EA1212.The dynamic height is computed by dividing the NAVD 88
 EA1212.geopotential number by the normal gravity value computed on the
 EA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1212.degrees latitude (g = 980.6199 gals.).
 EA1212
 EA1212.The modeled gravity was interpolated from observed gravity values.
 EA1212
 EA1212;                    North         East     Units Scale Factor Converg.
 EA1212;SPC NC       -    90,479.283   747,638.476   MT  0.99994573   +0 52 05.4
 EA1212;SPC NC       -   296,847.45  2,452,877.23   sFT  0.99994573   +0 52 05.4
 EA1212;UTM  18      - 3,826,659.230   271,002.397   MT  1.00024641   -1 24 58.6
 EA1212
 EA1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1212!SPC NC       -   1.00000243  x   0.99994573  =   0.99994816
 EA1212!UTM  18      -   1.00000243  x   1.00024641  =   1.00024884
 EA1212
 EA1212:                Primary Azimuth Mark                     Grid Az
 EA1212:SPC NC       -  BOYTRAIL                                 021 03 20.7
 EA1212:UTM  18      -  BOYTRAIL                                 023 20 24.7
 EA1212
 EA1212|---------------------------------------------------------------------|
 EA1212| PID    Reference Object                     Distance      Geod. Az  |
 EA1212|                                                           dddmmss.s |
 EA1212| EA1210 BOYTRAIL                            APPROX. 1.8 KM 0215526.1 |
 EA1212|---------------------------------------------------------------------|
 EA1212
 EA1212                          SUPERSEDED SURVEY CONTROL
 EA1212
 EA1212  NAD 83(1986)-  34 33 22.33127(N)    077 29 45.00436(W) AD(       ) 1
 EA1212  NAD 83(2001)-  34 33 22.32029(N)    077 29 44.99255(W) AD(       ) 1
 EA1212  ELLIP H (11/24/04)  -15.486  (m)                       GP(       ) 4 2
 EA1212  NAD 83(1986)-  34 33 22.33592(N)    077 29 45.00786(W) AD(       ) 2
 EA1212  NAD 27      -  34 33 21.73778(N)    077 29 46.12725(W) AD(       ) 2
 EA1212  NAVD 88 (11/24/04)   21.77   (m)           71.4    (f) LEVELING    3  
 EA1212  NGVD 29 (07/19/86)   22.3    (m)           73.     (f) VERT ANG    3  
 EA1212
 EA1212.Superseded values are not recommended for survey control.
 EA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1212.See file dsdata.txt to determine how the superseded data were derived.
 EA1212
 EA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7100226659(NAD 83)
 EA1212_MARKER: DE = TRAVERSE STATION DISK
 EA1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1212_SP_SET: CONCRETE POST
 EA1212_STAMPING: BOB 1974
 EA1212_MARK LOGO: NCGS  
 EA1212_PROJECTION: FLUSH
 EA1212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1212+STABILITY: SURFACE MOTION
 EA1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1212+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1999
 EA1212
 EA1212  HISTORY     - Date     Condition        Report By
 EA1212  HISTORY     - 1974     MONUMENTED       NCGS
 EA1212  HISTORY     - 1979     GOOD             NCGS
 EA1212  HISTORY     - 1979     GOOD             NCGS
 EA1212  HISTORY     - 1985     GOOD             USPSQD
 EA1212  HISTORY     - 1989     GOOD             USPSQD
 EA1212  HISTORY     - 19910614 GOOD             USPSQD
 EA1212  HISTORY     - 19990805 GOOD             NCGS
 EA1212  HISTORY     - 20040822 GOOD             GEOCAC
 EA1212
 EA1212                          STATION DESCRIPTION
 EA1212
 EA1212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1212'BOB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1212'THE VICINITY OF FOLKSTONE COMMUNITY, NORTH CAROLINA.
 EA1212'
 EA1212'BOB IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF FOLKSTONE, 2.4
 EA1212'MILES SOUTH OF DIXON, AND 6.3 MILES NE OF HOLLY RIDGE.  TO REACH
 EA1212'STATION PROCEED FROM INTERSECTION OF U.S. 17 WITH NC 210 AT
 EA1212'DIXON, PROCEED SOUTH ALONG U.S. 17 FOR 2.55 MILES TO STATION ON
 EA1212'RIGHT AT A RR CROSSING OF DIRT ROAD, MARKED WITH A POSTED SIGN
 EA1212'NEAR RR MILEPOST 279.  AND 1.35 MILES NORTH OF NC 172 AT
 EA1212'FOLKSTONE.
 EA1212'
 EA1212'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1212'BOB 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA1212'IS FLUSH WITH THE GROUND.
 EA1212'
 EA1212'MARK IS 46.2 FT NW OF C/L U.S. 17.
 EA1212'
 EA1212'26.6 FT NE OF C/L OF A DIRT ROAD CROSSING RR.
 EA1212'
 EA1212'38.2 FT SE OF SE RAIL OF RR.
 EA1212'
 EA1212'10.2 FT E OF RR CROSSING SIGN POST WITH ALUMINUM REF. TAG.
 EA1212'
 EA1212'77.5 FT NE OF RR MILE POST 279.
 EA1212
 EA1212                          STATION RECOVERY (1979)
 EA1212
 EA1212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA1212'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 EA1212'IS 0.8 FEET SOUTH OF A WITNESS POST.
 EA1212
 EA1212                          STATION RECOVERY (1979)
 EA1212
 EA1212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1212'2.5 MI SSW FROM DIXON.
 EA1212'2.45 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1212'AT DIXON SCHOOL, ON WEST SIDE OF HIGHWAY AT A DIRT ROAD CROSSING
 EA1212'RAILROAD (JOE ROAD) AT RAILROAD MILEPOST 279, 46.2 FEET WEST OF
 EA1212'CENTERLINE OF HIGHWAY, 26.6 FEET SOUTH OF CENTERLINE OF ROAD, 38.2
 EA1212'FEET EAST OF SOUTHEAST RAIL OF RAILROAD, 10.2 FEET EAST OF
 EA1212'RAILROAD CROSSING SIGN POST WITH REFERENCE TAG AND 77.5 FEET
 EA1212'NORTHEAST OF MILEPOST WITH REFERENCE TAG.
 EA1212'THE MARK IS 0.8 FT  SSW FROM A WITNESS POST.
 EA1212'THE MARK IS 2 FT BELOW HIGHWAY.
 EA1212
 EA1212                          STATION RECOVERY (1985)
 EA1212
 EA1212'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1212'RECOVERED IN GOOD CONDITION.
 EA1212
 EA1212                          STATION RECOVERY (1989)
 EA1212
 EA1212'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EA1212'RECOVERED IN GOOD CONDITION.
 EA1212
 EA1212                          STATION RECOVERY (1991)
 EA1212
 EA1212'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA1212'RECOVERED IN GOOD CONDITION.
 EA1212
 EA1212                          STATION RECOVERY (1999)
 EA1212
 EA1212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1212'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA1212'CORRECTIONS. MARK IS 50.9 FT (15.5 M) NORTHWEST OF THE US 17
 EA1212'CENTERLINE. LOCATED 33 FT (10.1 M) NORTHEAST OF THE CENTERLINE OF A
 EA1212'DIRT ROAD CROSSING RAILROAD, 135.4 FT (41.3 M) NORTHEAST OF A
 EA1212'TELEPHONE PEDESTAL (17NR156W), AND 11.0 FT (3.4 M) SOUTHEAST OF A 6
 EA1212'INCH WOODEN FIBER OPTIC POST (1637 1/2).
 EA1212
 EA1212                          STATION RECOVERY (2004)
 EA1212
 EA1212'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 EA1212'GPS COORDINATES 34 33 22.4(N) 77 29 45.0(W) (NAD 83)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0306 ***********************************************************************
 FA0306  DESIGNATION -  BOB
 FA0306  PID         -  FA0306
 FA0306  STATE/COUNTY-  NC/MECKLENBURG
 FA0306  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0306
 FA0306                         *CURRENT SURVEY CONTROL
 FA0306  ___________________________________________________________________
 FA0306* NAD 83(2001)-  35 09 11.96395(N)    080 58 11.97521(W)     ADJUSTED  
 FA0306* NAVD 88     -       201.083  (meters)     659.72   (feet)  ADJUSTED  
 FA0306  ___________________________________________________________________
 FA0306  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 FA0306  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA0306  DYNAMIC HT  -         200.899 (meters)     659.12  (feet)  COMP
 FA0306  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 FA0306
 FA0306  HORZ ORDER  -  SECOND
 FA0306  VERT ORDER  -  SECOND    CLASS 0
 FA0306
 FA0306.The horizontal coordinates were established by classical geodetic methods
 FA0306.and adjusted by the National Geodetic Survey in August 2005.
 FA0306
 FA0306.The orthometric height was determined by differential leveling
 FA0306.and adjusted in June 1991.
 FA0306
 FA0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0306
 FA0306.The geoid height was determined by GEOID03.
 FA0306
 FA0306.The dynamic height is computed by dividing the NAVD 88
 FA0306.geopotential number by the normal gravity value computed on the
 FA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0306.degrees latitude (g = 980.6199 gals.).
 FA0306
 FA0306.The modeled gravity was interpolated from observed gravity values.
 FA0306
 FA0306;                    North         East     Units Scale Factor Converg.
 FA0306;SPC NC       -   157,451.341   430,134.639   MT  0.99987406   -1 08 13.3
 FA0306;SPC NC       -   516,571.61  1,411,200.06   sFT  0.99987406   -1 08 13.3
 FA0306;UTM  17      - 3,890,046.665   502,733.061   MT  0.99960009   +0 01 02.2
 FA0306
 FA0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0306!SPC NC       -   0.99997322  x   0.99987406  =   0.99984729
 FA0306!UTM  17      -   0.99997322  x   0.99960009  =   0.99957332
 FA0306
 FA0306:                Primary Azimuth Mark                     Grid Az
 FA0306:SPC NC       -  CECIL                                    199 55 13.6
 FA0306:UTM  17      -  CECIL                                    198 45 58.1
 FA0306
 FA0306|---------------------------------------------------------------------|
 FA0306| PID    Reference Object                     Distance      Geod. Az  |
 FA0306|                                                           dddmmss.s |
 FA0306| FA0307 CECIL                               425.912 METERS 1984700.3 |
 FA0306| FA0305 STEELE                              APPROX. 0.9 KM 3543736.7 |
 FA0306|---------------------------------------------------------------------|
 FA0306
 FA0306                          SUPERSEDED SURVEY CONTROL
 FA0306
 FA0306  NAD 83(1986)-  35 09 11.98574(N)    080 58 11.98409(W) AD(       ) 2
 FA0306  NAD 27      -  35 09 11.45953(N)    080 58 12.72101(W) AD(       ) 2
 FA0306  NGVD 29 (??/??/92)  201.317  (m)          660.49   (f) ADJ UNCH    2 0
 FA0306
 FA0306.Superseded values are not recommended for survey control.
 FA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0306.See file dsdata.txt to determine how the superseded data were derived.
 FA0306
 FA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0273390047(NAD 83)
 FA0306_MARKER: DE = TRAVERSE STATION DISK
 FA0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0306_STAMPING: BOB 1968
 FA0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0306+STABILITY: SURFACE MOTION
 FA0306
 FA0306  HISTORY     - Date     Condition        Report By
 FA0306  HISTORY     - 1968     MONUMENTED       NCGS
 FA0306  HISTORY     - 1972     GOOD             NCGS
 FA0306  HISTORY     - 1977     GOOD             LOCSUR
 FA0306  HISTORY     - 1980     GOOD             LOCSUR
 FA0306  HISTORY     - 1984     GOOD             LOCENG
 FA0306  HISTORY     - 1984     GOOD             LOCSUR
 FA0306  HISTORY     - 1987     GOOD             USPSQD
 FA0306  HISTORY     - 1987     GOOD             USPSQD
 FA0306  HISTORY     - 1988     GOOD             USPSQD
 FA0306  HISTORY     - 1988     GOOD             USPSQD
 FA0306  HISTORY     - 1989     GOOD             USPSQD
 FA0306  HISTORY     - 1990     GOOD             USPSQD
 FA0306  HISTORY     - 19971228 GOOD             USPSQD
 FA0306  HISTORY     - 19980523 GOOD             USPSQD
 FA0306
 FA0306                          STATION DESCRIPTION
 FA0306
 FA0306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA0306'BOB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0306'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0306'
 FA0306'BOB IS LOCATED APPROXIMATELY 8.9 MILES SOUTHWEST OF
 FA0306'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA0306'SR 1143 (BROWN-GRIER RD.) WITH NC 160, GO SOUTH ON NC 160 FOR
 FA0306'0.05 MILE TO STATION, WHICH IS ON THE EAST SIDE OF NC 160,
 FA0306'BETWEEN UTILITY POLE 9 AND HIGHWAY, AND IN NORTHWEST CORNER
 FA0306'OF YARD OF ONE STORY BRICK HOUSE.
 FA0306'
 FA0306'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0306'BOB 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0306'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0306'
 FA0306'MARK IS
 FA0306'
 FA0306'21.0 FT E OF C/L OF NC 160
 FA0306'
 FA0306'12.5 FT W OF UTILITY POLE 9 ON E SIDE OF NC 160, AND WITH
 FA0306'ALUMINUM REF. TAG
 FA0306'
 FA0306'98.4 FT S OF UTILITY POLE ON E SIDE OF NC 160, AND WITH ALUMINUM
 FA0306'REF. TAG
 FA0306'
 FA0306'100.6 FT SE OF PP 101-1/2 ON W SIDE OF NC 160, AND WITH
 FA0306'ALUMINUM REF. TAG
 FA0306
 FA0306                          STATION RECOVERY (1972)
 FA0306
 FA0306'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0306'8.8 MI SW FROM CHARLOTTE.
 FA0306'STATION IS ABOUT 1.4 MI. S ALONG NC 160 FROM INTERSECTION WITH
 FA0306'SR 1155 EAST (SHOPTON RD.) IN SMALL COMMUNITY OF SHOPTON, 1.0 MI.
 FA0306'N OF CARPENTER AIRPORT, 0.05 MILE S OF INTERSECTION WITH SR 1143
 FA0306'(BROWN GRIER RD.) IN NW CORNER OF YARD OF ONE STORY BRICK RESIDENCE,
 FA0306'21.0 FT E OF C/L OF NC 160, 12.5 FT W OF ALUMINUM REF. TAG ON
 FA0306'UTILITY POLE 9, 98.4 FT S OF ALUMINUM REF. TAG ON UTILITY POLE,
 FA0306'AND 100.6 FT SE OF ALUMINUM REF. TAG ON PP 101 1/2 ON W SIDE OF
 FA0306'HIGHWAY.  DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE GROUND.
 FA0306
 FA0306                          STATION RECOVERY (1977)
 FA0306
 FA0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA0306'RECOVERED BY L.J. ZOUTEWELLE, N.C. REGISTERED LAND SURVEYOR.
 FA0306'
 FA0306'BOB 1968 GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1980)
 FA0306
 FA0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FA0306'BOB RECOVERED IN GOOD CONDITION.
 FA0306'
 FA0306'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.9 MI S. W. OF CHARLOTTE.
 FA0306
 FA0306                          STATION RECOVERY (1984)
 FA0306
 FA0306'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LJL)
 FA0306'BOB 1968 RECOVERED GOOD - NO WITNESS POST.
 FA0306'
 FA0306'ALL EXISTING MEASUREMENTS VERIFIED - FOUND TO BE CORRECT.
 FA0306
 FA0306                          STATION RECOVERY (1984)
 FA0306
 FA0306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1987)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1987)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1988)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1988)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1989)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1990)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1997)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA0306'RECOVERED IN GOOD CONDITION.
 FA0306
 FA0306                          STATION RECOVERY (1998)
 FA0306
 FA0306'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2380 ***********************************************************************
 FY2380  DESIGNATION -  BOB
 FY2380  PID         -  FY2380
 FY2380  STATE/COUNTY-  NC/PERSON
 FY2380  USGS QUAD   -  OLIVE HILL (1994)
 FY2380
 FY2380                         *CURRENT SURVEY CONTROL
 FY2380  ___________________________________________________________________
 FY2380* NAD 83(2001)-  36 22 45.60323(N)    079 04 26.81584(W)     ADJUSTED  
 FY2380* NAVD 88     -       189.780  (meters)     622.64   (feet)  ADJUSTED  
 FY2380  ___________________________________________________________________
 FY2380  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 FY2380  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY2380  DYNAMIC HT  -         189.631 (meters)     622.15  (feet)  COMP
 FY2380  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 FY2380
 FY2380  HORZ ORDER  -  SECOND
 FY2380  VERT ORDER  -  FIRST     CLASS II
 FY2380
 FY2380.The horizontal coordinates were established by classical geodetic methods
 FY2380.and adjusted by the National Geodetic Survey in August 2005.
 FY2380
 FY2380.The orthometric height was determined by differential leveling
 FY2380.and adjusted in June 1991.
 FY2380
 FY2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2380
 FY2380.The geoid height was determined by GEOID03.
 FY2380
 FY2380.The dynamic height is computed by dividing the NAVD 88
 FY2380.geopotential number by the normal gravity value computed on the
 FY2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2380.degrees latitude (g = 980.6199 gals.).
 FY2380
 FY2380.The modeled gravity was interpolated from observed gravity values.
 FY2380
 FY2380;                    North         East     Units Scale Factor Converg.
 FY2380;SPC NC       -   291,695.430   602,950.401   MT  1.00006630   -0 02 34.0
 FY2380;SPC NC       -   957,004.09  1,978,179.77   sFT  1.00006630   -0 02 34.0
 FY2380;UTM  17      - 4,027,745.920   672,750.051   MT  0.99996769   +1 08 33.3
 FY2380
 FY2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2380!SPC NC       -   0.99997507  x   1.00006630  =   1.00004137
 FY2380!UTM  17      -   0.99997507  x   0.99996769  =   0.99994276
 FY2380
 FY2380|---------------------------------------------------------------------|
 FY2380| PID    Reference Object                     Distance      Geod. Az  |
 FY2380|                                                           dddmmss.s |
 FY2380| FY2381 BRADSHER                            362.754 METERS 06508     |
 FY2380| FY2379 DURWOOD                             246.302 METERS 26817     |
 FY2380|---------------------------------------------------------------------|
 FY2380
 FY2380                          SUPERSEDED SURVEY CONTROL
 FY2380
 FY2380  NAD 83(1993)-  36 22 45.60381(N)    079 04 26.81803(W) AD(       ) 2
 FY2380  NAD 83(1986)-  36 22 45.60669(N)    079 04 26.82268(W) AD(       ) 2
 FY2380  NAD 27      -  36 22 45.09272(N)    079 04 27.77207(W) AD(       ) 2
 FY2380  NGVD 29 (03/05/92)  190.028  (m)          623.45   (f) ADJUSTED    1 2
 FY2380
 FY2380.Superseded values are not recommended for survey control.
 FY2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2380.See file dsdata.txt to determine how the superseded data were derived.
 FY2380
 FY2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7275027746(NAD 83)
 FY2380_MARKER: DE = TRAVERSE STATION DISK
 FY2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2380_SP_SET: CONCRETE POST
 FY2380_STAMPING: BOB 1976
 FY2380_MARK LOGO: NCGS  
 FY2380_PROJECTION: RECESSED 5 CENTIMETERS
 FY2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2380+STABILITY: SURFACE MOTION
 FY2380
 FY2380  HISTORY     - Date     Condition        Report By
 FY2380  HISTORY     - 1976     MONUMENTED       NCGS
 FY2380  HISTORY     - 1982     GOOD             NCGS
 FY2380  HISTORY     - 1985     GOOD             USPSQD
 FY2380
 FY2380                          STATION DESCRIPTION
 FY2380
 FY2380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2380'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES WEST OF ROXBORO.
 FY2380'
 FY2380'TO REACH THE STATION FROM THE INTERSECTION OF NC 49 WITH US 158 AT THE
 FY2380'SOUTHWEST EDGE OF ROXBORO, PROCEED WEST ALONG US 158 FOR 4.3 MILES TO
 FY2380'STATION ON THE LEFT, IN THE SOUTHEAST QUADRANT OF THE T INTERSECTION
 FY2380'WITH SR 1159.
 FY2380'
 FY2380'STATION MARK IS A STANDARD DISK STAMPED---BOB 1976--- SET IN THE TOP
 FY2380'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 FY2380'THE MARK IS 30.5 FEET SOUTH OF THE CENTERLINE OF US 158, 58.2 FEET
 FY2380'EAST OF THE CENTERLINE OF SR 1159, 67.0 FEET SOUTHEAST OF THE
 FY2380'CENTERLINE OF T INTERSECTION, 18.7 FEET WEST OF TELEPHONE POLE WITH
 FY2380'REFERENCE TAG AND 88.2 FEET NORTH OF 20 INCH OAK WITH REFERENCE TAG.
 FY2380
 FY2380                          STATION RECOVERY (1982)
 FY2380
 FY2380'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2380'5.1 MI WEST FROM ROXBORO.
 FY2380'ALONG US 158, 4.3 MILES WEST OF INTERSECTION OF NC 49 WITH US 158
 FY2380'IN THE SOUTHWEST EDGE OF ROXBORO, IN THE SOUTHEAST QUADRANT OF THE
 FY2380'T INTERSECTION WITH SR 1159, 30.5 FEET SOUTH OF CENTERLINE OF US 158,
 FY2380'58.2 FEET EAST OF CENTERLINE OF SR 1159, 67.0 FEET SOUTHEAST OF
 FY2380'CENTERLINE OF T INTERSECTION, 18.7 FEET WEST OF TELEPHONE POLE WITH
 FY2380'REFERENCE TAG AND 88.2 FEET NORTH OF 20 INCH OAK WITH REFERENCE
 FY2380'TAG.
 FY2380'THE MARK IS 2 FT ABOVE HIGHWAY.
 FY2380
 FY2380                          STATION RECOVERY (1985)
 FY2380
 FY2380'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2825 ***********************************************************************
 FB2825  DESIGNATION -  BOB
 FB2825  PID         -  FB2825
 FB2825  STATE/COUNTY-  NC/POLK
 FB2825  USGS QUAD   -  LANDRUM (1987)
 FB2825
 FB2825                         *CURRENT SURVEY CONTROL
 FB2825  ___________________________________________________________________
 FB2825* NAD 83(2001)-  35 12 13.98308(N)    082 14 15.38755(W)     ADJUSTED  
 FB2825* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 FB2825  ___________________________________________________________________
 FB2825  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 FB2825  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FB2825  HORZ ORDER  -  SECOND
 FB2825
 FB2825.The horizontal coordinates were established by classical geodetic methods
 FB2825.and adjusted by the National Geodetic Survey in August 2005.
 FB2825
 FB2825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2825
 FB2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2825
 FB2825.The geoid height was determined by GEOID03.
 FB2825
 FB2825;                    North         East     Units Scale Factor Converg.
 FB2825;SPC NC       -   166,085.867   314,870.640   MT  0.99987294   -1 52 07.1
 FB2825;SPC NC       -   544,900.05  1,033,038.09   sFT  0.99987294   -1 52 07.1
 FB2825;SPC SC       -   374,493.364   496,887.482   MT  1.00015287   -0 41 10.1
 FB2825;SPC SC       - 1,228,652.77  1,630,208.27   iFT  1.00015287   -0 41 10.1
 FB2825;UTM  17      - 3,896,354.905   387,344.132   MT  0.99975641   -0 42 48.7
 FB2825
 FB2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2825!SPC NC       -   0.99995644  x   0.99987294  =   0.99982938
 FB2825!SPC SC       -   0.99995644  x   1.00015287  =   1.00010930
 FB2825!UTM  17      -   0.99995644  x   0.99975641  =   0.99971286
 FB2825
 FB2825|---------------------------------------------------------------------|
 FB2825| PID    Reference Object                     Distance      Geod. Az  |
 FB2825|                                                           dddmmss.s |
 FB2825| FB2837 TRADE                               360.281 METERS 00343     |
 FB2825| FB2832 PACE                                190.307 METERS 17713     |
 FB2825|---------------------------------------------------------------------|
 FB2825
 FB2825                          SUPERSEDED SURVEY CONTROL
 FB2825
 FB2825  NAD 83(1986)-  35 12 13.99409(N)    082 14 15.39181(W) AD(       ) 2
 FB2825  NAD 27      -  35 12 13.58754(N)    082 14 15.96780(W) AD(       ) 2
 FB2825  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG    3  
 FB2825
 FB2825.Superseded values are not recommended for survey control.
 FB2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2825.See file dsdata.txt to determine how the superseded data were derived.
 FB2825
 FB2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU8734496355(NAD 83)
 FB2825_MARKER: DH = HORIZONTAL CONTROL DISK
 FB2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2825_SP_SET: CONCRETE POST
 FB2825_STAMPING: BOB 1966
 FB2825_MARK LOGO: NCGS  
 FB2825_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2825+STABILITY: SURFACE MOTION
 FB2825
 FB2825  HISTORY     - Date     Condition        Report By
 FB2825  HISTORY     - 1966     MONUMENTED       NCGS
 FB2825  HISTORY     - 1966     GOOD             NCGS
 FB2825  HISTORY     - 19880711 GOOD             NCGS
 FB2825  HISTORY     - 20060926 GOOD             USPSQD
 FB2825
 FB2825                          STATION DESCRIPTION
 FB2825
 FB2825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 FB2825'BOB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB2825'VICINITY OF TRYON, NORTH CAROLINA.
 FB2825'
 FB2825'BOB IS IN TRYON, N. C., 0.3 MILES SOUTHEAST OF THE CENTER OF TRYON ON
 FB2825'US 176. TO REACH STATION PROCEED FROM INTERSECTION OF US
 FB2825'176 (TRADE ST.) AND SR 1116 (PACOLET ST.) SOUTHEAST ON US 176 FOR 0.3
 FB2825'MILE TO STATION ON LEFT IN FRONT YARD OF WHITE PAINTED FRAME
 FB2825'HOUSE (NO 333). ON RIGHT IS A LOG BUILDING HOUSING SUNNDALE
 FB2825'RESTAURANT.  STATION IS LOCATED BETWEEN ROAD AND
 FB2825'SIDEWALK.
 FB2825'
 FB2825'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOB
 FB2825'1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB2825'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FB2825'
 FB2825'MARK IS
 FB2825'13.3 FEET W OF
 FB2825'CENTER OF STORM DRAIN IN FRONT YARD OF HOUSE NO 333,
 FB2825'20.2 FEET W OF 18 INCH MAPLE TREE
 FB2825'IN YARD OF HOUSE NO 333,
 FB2825'13.0 FEET N OF TP NO 18 WITH ALUMINUM REF TAG,
 FB2825'22.7 FEET SW OF 24 INCH MAPLE TREE, AND
 FB2825'30.4 FEET S OF C/L
 FB2825'OF DRIVEWAY TO HOUSE NO 333.
 FB2825
 FB2825                          STATION RECOVERY (1966)
 FB2825
 FB2825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966
 FB2825'RECOVERED IN GOOD CONDITION.
 FB2825
 FB2825                          STATION RECOVERY (1988)
 FB2825
 FB2825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2825'RECOVERED IN GOOD CONDITION.
 FB2825
 FB2825                          STATION RECOVERY (2006)
 FB2825
 FB2825'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB2825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3231 ***********************************************************************
 FB3231  DESIGNATION -  BOB
 FB3231  PID         -  FB3231
 FB3231  STATE/COUNTY-  NC/BUNCOMBE
 FB3231  USGS QUAD   -  ENKA (1990)
 FB3231
 FB3231                         *CURRENT SURVEY CONTROL
 FB3231  ___________________________________________________________________
 FB3231* NAD 83(2001)-  35 36 45.46101(N)    082 38 38.37232(W)     ADJUSTED  
 FB3231* NAVD 88     -       694.0    (meters)    2277.     (feet)  VERTCON   
 FB3231  ___________________________________________________________________
 FB3231  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 FB3231  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 FB3231  HORZ ORDER  -  SECOND
 FB3231
 FB3231.The horizontal coordinates were established by classical geodetic methods
 FB3231.and adjusted by the National Geodetic Survey in August 2005.
 FB3231
 FB3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3231
 FB3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3231
 FB3231.The geoid height was determined by GEOID03.
 FB3231
 FB3231;                    North         East     Units Scale Factor Converg.
 FB3231;SPC NC       -   212,681.390   279,555.834   MT  0.99989237   -2 06 11.5
 FB3231;SPC NC       -   697,772.19    917,176.10   sFT  0.99989237   -2 06 11.5
 FB3231;UTM  17      - 3,942,228.719   351,103.024   MT  0.99987321   -0 57 26.9
 FB3231
 FB3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3231!SPC NC       -   0.99989573  x   0.99989237  =   0.99978812
 FB3231!UTM  17      -   0.99989573  x   0.99987321  =   0.99976896
 FB3231
 FB3231                          SUPERSEDED SURVEY CONTROL
 FB3231
 FB3231  NAD 83(1995)-  35 36 45.46164(N)    082 38 38.37217(W) AD(       ) 2
 FB3231  NAD 83(1986)-  35 36 45.46845(N)    082 38 38.37071(W) AD(       ) 2
 FB3231  NAD 27      -  35 36 45.07765(N)    082 38 38.89861(W) AD(       ) 2
 FB3231  NGVD 29 (07/19/86)  694.1    (m)         2277.     (f) VERT ANG    3  
 FB3231
 FB3231.Superseded values are not recommended for survey control.
 FB3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3231.See file dsdata.txt to determine how the superseded data were derived.
 FB3231
 FB3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5110342229(NAD 83)
 FB3231_MARKER: DE = TRAVERSE STATION DISK
 FB3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3231+STABILITY: SURFACE MOTION
 FB3231
 FB3231  HISTORY     - Date     Condition        Report By
 FB3231  HISTORY     - 1967     MONUMENTED       NCGS
 FB3231  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 FB3231  HISTORY     - 19990218 MARK NOT FOUND   NCGS
 FB3231
 FB3231                          STATION DESCRIPTION
 FB3231
 FB3231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3231'BOB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3231'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3231'
 FB3231'BOB IS LOCATED APPROXIMATELY 5.2 MILES WNW OF THE CENTER OF
 FB3231'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 63
 FB3231'WITH US 23 AND US 25, GO NORTHWEST ON NC 63 FOR 3.5 MILES TO STATION,
 FB3231'WHICH IS ON THE SOUTHWEST SHOULDER OF NC 63 IN CURVE ABOUT 250
 FB3231'FEET SOUTHEAST OF A ONE STORY BROWN HOUSE.
 FB3231'
 FB3231'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOB
 FB3231'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FB3231'INCHES BELOW THE SURFACE OF THE GROUND.
 FB3231'
 FB3231'MARK IS
 FB3231'19.9 FEET S OF C/L
 FB3231'OF NC 63,
 FB3231'65.0 FEET W OF TP ON S SIDE OF NC 63,
 FB3231'WITH ALUMINUM REF. TAG,
 FB3231'80.2 FEET SW OF 6 INCH LOCUST TREE ON N SIDE OF NC 63,
 FB3231'WITH ALUMINUM REF. TAG,
 FB3231'106.8 FEET SE OF 8 INCH LOCUST TREE ON N SIDE OF NC 63, WITH ALUMINUM
 FB3231'REF. TAG, 78.6 FEET N OF PP
 FB3231'WITH TRANSFORMER, AND ALUMINUM REF. TAG.
 FB3231
 FB3231                          STATION RECOVERY (1997)
 FB3231
 FB3231'RECOVERY NOTE BY US POWER SQUADRON 1997
 FB3231'MARK NOT FOUND.
 FB3231
 FB3231                          STATION RECOVERY (1999)
 FB3231
 FB3231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3231'STATION NOT FOUND, COULD BE DESTROYED (NEW 5 LANE ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2920 ***********************************************************************
 EZ2920  DESIGNATION -  BOB
 EZ2920  PID         -  EZ2920
 EZ2920  STATE/COUNTY-  NC/LEE
 EZ2920  USGS QUAD   -  MONCURE (1993)
 EZ2920
 EZ2920                         *CURRENT SURVEY CONTROL
 EZ2920  ___________________________________________________________________
 EZ2920* NAD 83(2001)-  35 30 26.03594(N)    079 06 28.86313(W)     ADJUSTED  
 EZ2920* NAVD 88     -       100.5    (meters)     330.     (feet)  VERTCON   
 EZ2920  ___________________________________________________________________
 EZ2920  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 EZ2920  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 EZ2920  HORZ ORDER  -  SECOND
 EZ2920
 EZ2920.The horizontal coordinates were established by classical geodetic methods
 EZ2920.and adjusted by the National Geodetic Survey in August 2005.
 EZ2920
 EZ2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2920
 EZ2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2920
 EZ2920.The geoid height was determined by GEOID03.
 EZ2920
 EZ2920;                    North         East     Units Scale Factor Converg.
 EZ2920;SPC NC       -   194,935.974   599,802.887   MT  0.99988250   -0 03 44.4
 EZ2920;SPC NC       -   639,552.44  1,967,853.31   sFT  0.99988250   -0 03 44.4
 EZ2920;UTM  17      - 3,930,941.307   671,584.606   MT  0.99996282   +1 05 56.9
 EZ2920
 EZ2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2920!SPC NC       -   0.99998921  x   0.99988250  =   0.99987171
 EZ2920!UTM  17      -   0.99998921  x   0.99996282  =   0.99995203
 EZ2920
 EZ2920:                Primary Azimuth Mark                     Grid Az
 EZ2920:SPC NC       -  JILL                                     182 46 39.5
 EZ2920:UTM  17      -  JILL                                     181 36 58.2
 EZ2920
 EZ2920|---------------------------------------------------------------------|
 EZ2920| PID    Reference Object                     Distance      Geod. Az  |
 EZ2920|                                                           dddmmss.s |
 EZ2920| EZ2919 JILL                                APPROX. 0.5 KM 1824255.1 |
 EZ2920| EZ2921 JACKSON                             247.396 METERS 31556     |
 EZ2920|---------------------------------------------------------------------|
 EZ2920
 EZ2920                          SUPERSEDED SURVEY CONTROL
 EZ2920
 EZ2920  NAD 83(1986)-  35 30 26.04044(N)    079 06 28.86745(W) AD(       ) 2
 EZ2920  NAD 27      -  35 30 25.48435(N)    079 06 29.79758(W) AD(       ) 2
 EZ2920  NGVD 29 (07/19/86)  100.7    (m)          330.     (f) VERT ANG    3  
 EZ2920
 EZ2920.Superseded values are not recommended for survey control.
 EZ2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2920.See file dsdata.txt to determine how the superseded data were derived.
 EZ2920
 EZ2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7158530941(NAD 83)
 EZ2920_MARKER: DE = TRAVERSE STATION DISK
 EZ2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2920_STAMPING: BOB 1970
 EZ2920_MARK LOGO: NCGS  
 EZ2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2920+STABILITY: SURFACE MOTION
 EZ2920
 EZ2920  HISTORY     - Date     Condition        Report By
 EZ2920  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2920
 EZ2920                          STATION DESCRIPTION
 EZ2920
 EZ2920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2920'BOB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2920'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ2920'
 EZ2920'BOB IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF SANFORD.  TO
 EZ2920'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1525 AND SR 1537
 EZ2920'APPROXIMATELY 3.5 MILES EAST OF SANFORD, GO NORTH ON SR 1537 FOR
 EZ2920'1.55 MILES TO SR 1509, CONTINUE NORTH ON SR 1537 FOR 0.95 MILE TO
 EZ2920'STATION ON THE RIGHT, ON A DIM FARM ROAD APPROXIMATELY 40 FEET
 EZ2920'NORTH OF A WOODEN GATE, AND APPROXIMATELY 75 FEET SOUTH FROM THE
 EZ2920'T INTERSECTION OF SR 1537 AND SR 1508.
 EZ2920'
 EZ2920'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOB
 EZ2920'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2920'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2920'
 EZ2920'MARK IS--
 EZ2920'45.0 FEET ESE OF C/L OF SR 1537.
 EZ2920'25.0 FEET NNW OF ALUMINUM REF. TAG ON 24 INCH OAK.
 EZ2920'53.4 FEET NE OF ALUMINUM REF. TAG ON CORNER FENCE POST.
 EZ2920'53.8 FEET NW OF ALUMINUM REF. TAG ON 15 INCH OAK.
 EZ2920'45.1 FEET NW OF ALUMINUM REF. TAG ON 12 INCH OAK.
 EZ2920'117.3 FEET ENE OF ALUMINUM REF. TAG ON PP NO. 13111.
 EZ2920'79.4 FEET SSE OF TOP OF 20 INCH CONCRETE CULVERT UNDER DIRT
 EZ2920'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2771 ***********************************************************************
 FY2771  DESIGNATION -  BOB
 FY2771  PID         -  FY2771
 FY2771  STATE/COUNTY-  NC/WARREN
 FY2771  USGS QUAD   -  VICKSBORO (1970)
 FY2771
 FY2771                         *CURRENT SURVEY CONTROL
 FY2771  ___________________________________________________________________
 FY2771* NAD 83(2001)-  36 21 33.33554(N)    078 15 30.12217(W)     ADJUSTED  
 FY2771* NAVD 88     -       141.3    (meters)     464.     (feet)  VERTCON   
 FY2771  ___________________________________________________________________
 FY2771  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FY2771  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 FY2771  HORZ ORDER  -  SECOND
 FY2771
 FY2771.The horizontal coordinates were established by classical geodetic methods
 FY2771.and adjusted by the National Geodetic Survey in August 2005.
 FY2771
 FY2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2771
 FY2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2771
 FY2771.The geoid height was determined by GEOID03.
 FY2771
 FY2771;                    North         East     Units Scale Factor Converg.
 FY2771;SPC NC       -   289,713.897   676,168.295   MT  1.00005945   +0 25 41.0
 FY2771;SPC NC       -   950,503.01  2,218,395.48   sFT  1.00005945   +0 25 41.0
 FY2771;UTM  17      - 4,027,287.621   745,999.372   MT  1.00034567   +1 37 34.3
 FY2771
 FY2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2771!SPC NC       -   0.99998302  x   1.00005945  =   1.00004247
 FY2771!UTM  17      -   0.99998302  x   1.00034567  =   1.00032868
 FY2771
 FY2771:                Primary Azimuth Mark                     Grid Az
 FY2771:SPC NC       -  AXTELL                                   024 36 27.6
 FY2771:UTM  17      -  AXTELL                                   023 24 34.3
 FY2771
 FY2771|---------------------------------------------------------------------|
 FY2771| PID    Reference Object                     Distance      Geod. Az  |
 FY2771|                                                           dddmmss.s |
 FY2771| FY2770 AXTELL                              403.650 METERS 0250208.6 |
 FY2771| FY2790 SPRING                              APPROX. 0.6 KM 1925119.4 |
 FY2771|---------------------------------------------------------------------|
 FY2771
 FY2771                          SUPERSEDED SURVEY CONTROL
 FY2771
 FY2771  NAD 83(1993)-  36 21 33.33705(N)    078 15 30.12345(W) AD(       ) 2
 FY2771  NAD 83(1986)-  36 21 33.33380(N)    078 15 30.13269(W) AD(       ) 2
 FY2771  NAD 27      -  36 21 32.80788(N)    078 15 31.15280(W) AD(       ) 2
 FY2771  NGVD 29 (07/19/86)  141.6    (m)          465.     (f) VERT ANG    3  
 FY2771
 FY2771.Superseded values are not recommended for survey control.
 FY2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2771.See file dsdata.txt to determine how the superseded data were derived.
 FY2771
 FY2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4599927288(NAD 83)
 FY2771_MARKER: DE = TRAVERSE STATION DISK
 FY2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2771_STAMPING: BOB 1969
 FY2771_MARK LOGO: NCGS  
 FY2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2771+STABILITY: SURFACE MOTION
 FY2771
 FY2771  HISTORY     - Date     Condition        Report By
 FY2771  HISTORY     - 1969     MONUMENTED       NCGS
 FY2771  HISTORY     - 1987     GOOD             USPSQD
 FY2771
 FY2771                          STATION DESCRIPTION
 FY2771
 FY2771'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2771'BOB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2771'IN THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2771'
 FY2771'BOB IS LOCATED APPROXIMATELY 6.5 MILES SOUTHWEST OF WARRENTON.  TO
 FY2771'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401 AND SR
 FY2771'1001 IN WARRENTON, GO WEST ON SR 1001 FOR 6.8 MILES TO INTERSECTION
 FY2771'OF SR 1001 AND SR 1100, TURN LEFT (S) ON SR 1100 AND GO 0.25
 FY2771'MILE TO STATION ON RIGHT AT CORNER OF TREES.
 FY2771'
 FY2771'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2771'BOB 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2771'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2771'
 FY2771'MARK IS
 FY2771'
 FY2771'32.3 FEET WNW OF C/L OF SR 1100
 FY2771'
 FY2771'11.0 FT NNE OF PP N853 WITH ALUMINUM REF. TAG
 FY2771'
 FY2771'25.0 FT ENE OF 6 INCH PINE WITH ALUMINUM REF. TAG
 FY2771'
 FY2771'36.9 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG
 FY2771
 FY2771                          STATION RECOVERY (1987)
 FY2771
 FY2771'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2069 ***********************************************************************
 AB2069  DESIGNATION -  BOB
 AB2069  PID         -  AB2069
 AB2069  STATE/COUNTY-  NC/CHATHAM
 AB2069  USGS QUAD   -  GREEN LEVEL (1993)
 AB2069
 AB2069                         *CURRENT SURVEY CONTROL
 AB2069  ___________________________________________________________________
 AB2069* NAD 83(2001)-  35 51 25.79562(N)    078 57 02.35301(W)     ADJUSTED  
 AB2069* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 AB2069  ___________________________________________________________________
 AB2069  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 AB2069  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AB2069  HORZ ORDER  -  SECOND
 AB2069
 AB2069.The horizontal coordinates were established by classical geodetic methods
 AB2069.and adjusted by the National Geodetic Survey in August 2005.
 AB2069
 AB2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2069
 AB2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2069
 AB2069.The geoid height was determined by GEOID03.
 AB2069
 AB2069;                    North         East     Units Scale Factor Converg.
 AB2069;SPC NC       -   233,754.143   614,058.162   MT  0.99992830   +0 01 42.5
 AB2069;SPC NC       -   766,908.38  2,014,622.49   sFT  0.99992830   +0 01 42.5
 AB2069;UTM  17      - 3,970,045.209   685,047.699   MT  1.00002196   +1 12 02.8
 AB2069
 AB2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2069!SPC NC       -   0.99999119  x   0.99992830  =   0.99991950
 AB2069!UTM  17      -   0.99999119  x   1.00002196  =   1.00001315
 AB2069
 AB2069                          SUPERSEDED SURVEY CONTROL
 AB2069
 AB2069  NAD 83(1986)-  35 51 25.80005(N)    078 57 02.36170(W) AD(       ) 2
 AB2069  NGVD 29 (04/29/96)   87.9    (m)          288.     (f) VERT ANG    3  
 AB2069
 AB2069.Superseded values are not recommended for survey control.
 AB2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2069.See file dsdata.txt to determine how the superseded data were derived.
 AB2069
 AB2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8504870045(NAD 83)
 AB2069_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2069_STAMPING: BOB 1984
 AB2069_MARK LOGO: NCGS  
 AB2069_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2069+STABILITY: SURFACE MOTION
 AB2069
 AB2069  HISTORY     - Date     Condition        Report By
 AB2069  HISTORY     - 1984     MONUMENTED       NCGS
 AB2069  HISTORY     - 19920518 GOOD             NCGS
 AB2069
 AB2069                          STATION DESCRIPTION
 AB2069
 AB2069'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 AB2069'STATION IS LOCATED ABOUT 15.8 KM (9.8 MI) SOUTH-SOUTHWEST OF DURHAM
 AB2069'AND 25.4 KM (15.8 MI) NORTHEAST OF PITTSBORO. ALONG NC 751 FOR 1.1 KM
 AB2069'(0.7 MI) SOUTH FROM THE CHATHAM-DURHAM COUNTY LINE, OR 3.6 KM (2.2 MI)
 AB2069'NORTH OF THE BRIDGE OVER NORTHEAST CREEK, AND IN HIGHWAY
 AB2069'SHOULDER. MARK IS LEVEL WITH HIGHWAY AND RECESSED 6 INCHES BELOW
 AB2069'GROUND. LOCATED 3.9 M (12.8 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 AB2069'HIGHWAY, 10.7 M (35.1 FT) SOUTHWEST FROM THE NORTH END OF DRIVEWAY
 AB2069'CULVERT TO EMPTY HOUSE, 20.5 M (67.3 FT) SOUTH-SOUTHWEST FROM THE
 AB2069'SOUTHWEST CORNER OF EMPTY HOUSE, 23.6 M (77.4 FT) EAST FROM THE
 AB2069'NORTHEAST CORNER OF CHAIN LINK FENCE AT WHITE FRAME HOUSE, 29.6 M
 AB2069'(97.1 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF BROWN FRAME
 AB2069'HOUSE, 36.3 M (119.1 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A
 AB2069'SECTION OF CHAIN LINK FENCE IN FRONT OF MAROON BARN-GARAGE, AND 9.1 M
 AB2069'(29.9 FT) NORTH FROM A POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
 AB2069'
 AB2069
 AB2069                          STATION RECOVERY (1992)
 AB2069
 AB2069'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2069'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9114 ***********************************************************************
 AF9114  DESIGNATION -  BOB
 AF9114  PID         -  AF9114
 AF9114  STATE/COUNTY-  NC/BEAUFORT
 AF9114  USGS QUAD   -  BUNYAN (1974)
 AF9114
 AF9114                         *CURRENT SURVEY CONTROL
 AF9114  ___________________________________________________________________
 AF9114* NAD 83(2001)-  35 32 48.51620(N)    076 55 50.50174(W)     ADJUSTED  
 AF9114* NAVD 88     -         9.8    (meters)      32.     (feet)  VERT ANG  
 AF9114  ___________________________________________________________________
 AF9114  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AF9114  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 AF9114  HORZ ORDER  -  SECOND
 AF9114
 AF9114.The horizontal coordinates were established by classical geodetic methods
 AF9114.and adjusted by the National Geodetic Survey in August 2005.
 AF9114
 AF9114.The orthometric height was determined by vertical angle observations.
 AF9114
 AF9114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9114
 AF9114.The geoid height was determined by GEOID03.
 AF9114
 AF9114;                    North         East     Units Scale Factor Converg.
 AF9114;SPC NC       -   201,276.685   797,204.010   MT  0.99988581   +1 11 39.6
 AF9114;SPC NC       -   660,355.26  2,615,493.49   sFT  0.99988581   +1 11 39.6
 AF9114;UTM  18      - 3,935,399.596   324,990.112   MT  0.99997745   -1 07 21.8
 AF9114
 AF9114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9114!SPC NC       -   1.00000424  x   0.99988581  =   0.99989005
 AF9114!UTM  18      -   1.00000424  x   0.99997745  =   0.99998169
 AF9114
 AF9114                          SUPERSEDED SURVEY CONTROL
 AF9114
 AF9114  NAD 83(1986)-  35 32 48.52749(N)    076 55 50.51235(W) AD(       ) 2
 AF9114
 AF9114.Superseded values are not recommended for survey control.
 AF9114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9114.See file dsdata.txt to determine how the superseded data were derived.
 AF9114
 AF9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2499035400(NAD 83)
 AF9114_MARKER: DE = TRAVERSE STATION DISK
 AF9114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9114_STAMPING: BOB 1983
 AF9114_MARK LOGO: NCGS  
 AF9114_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9114+STABILITY: SURFACE MOTION
 AF9114
 AF9114  HISTORY     - Date     Condition        Report By
 AF9114  HISTORY     - 1983     MONUMENTED       NCGS
 AF9114
 AF9114                          STATION DESCRIPTION
 AF9114
 AF9114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AF9114'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) SOUTHWEST OF PINETOWN AND
 AF9114'11.4 KM (7.10 MI) EAST OF WASHINGTON. ALONG NC 32 FOR 2.7 KM (1.65 MI)
 AF9114'NORTH FROM US 264, IN THE LEFT SHOULDER, ABOUT 400 FT (121.9 M)
 AF9114'SOUTHWEST FROM A BLOCK BUILDING (FORMERLY BOBS GROCERY). MARK IS
 AF9114'RECESSED 3 INCHES BELOW GROUND.  LOCATED 5.8 M (19.0 FT) NORTHWEST OF
 AF9114'THE CENTERLINE OF THE HIGHWAY, 35.4 M (116.1 FT) NORTHEAST OF THE
 AF9114'NORTHEAST END OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF THE
 AF9114'HIGHWAY--AND 15.7 M (51.5 FT) NORTHWEST OF AN 8-INCH PINE, 20.2 M
 AF9114'(66.3 FT) WEST OF AN 8-INCH PINE, AND 28.7 M (94.2 FT) EAST OF A POWER
 AF9114'POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4491 ***********************************************************************
 DG4491  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4491  DESIGNATION -  BOB
 DG4491  PID         -  DG4491
 DG4491  STATE/COUNTY-  NC/PITT
 DG4491  USGS QUAD   -  GREENVILLE NE (1981)
 DG4491
 DG4491                         *CURRENT SURVEY CONTROL
 DG4491  ___________________________________________________________________
 DG4491* NAD 83(2007)-  35 42 11.32514(N)    077 17 32.41454(W)     ADJUSTED  
 DG4491* NAVD 88     -        13.19   (meters)      43.3    (feet)  GPS OBS   
 DG4491  ___________________________________________________________________
 DG4491  EPOCH DATE  -        2002.00
 DG4491  X           -   1,140,638.790 (meters)                     COMP
 DG4491  Y           -  -5,058,259.143 (meters)                     COMP
 DG4491  Z           -   3,701,481.200 (meters)                     COMP
 DG4491  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DG4491  ELLIP HEIGHT-         -22.591 (meters)          (02/10/07) ADJUSTED
 DG4491  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 DG4491
 DG4491  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4491  Type    PID    Designation                      North   East  Ellip
 DG4491  -------------------------------------------------------------------
 DG4491  NETWORK DG4491 BOB                               0.61   0.53   1.27
 DG4491  -------------------------------------------------------------------
 DG4491
 DG4491.The horizontal coordinates were established by GPS observations
 DG4491.and adjusted by the National Geodetic Survey in February 2007.
 DG4491
 DG4491.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4491.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4491.The horizontal coordinates are valid at the epoch date displayed above.
 DG4491.The epoch date for horizontal control is a decimal equivalence
 DG4491.of Year/Month/Day.
 DG4491
 DG4491.The orthometric height was determined by GPS observations and a
 DG4491.high-resolution geoid model.
 DG4491.The orthometric height was determined by GPS observations and a
 DG4491.high-resolution geoid model using precise GPS observation and
 DG4491.processing techniques.
 DG4491
 DG4491.Photographs are available for this station.
 DG4491
 DG4491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4491
 DG4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4491
 DG4491.The ellipsoidal height was determined by GPS observations
 DG4491.and is referenced to NAD 83.
 DG4491
 DG4491.The geoid height was determined by GEOID03.
 DG4491
 DG4491;                    North         East     Units Scale Factor Converg.
 DG4491;SPC NC       -   217,994.337   764,122.815   MT  0.99990354   +0 59 08.2
 DG4491;SPC NC       -   715,203.09  2,506,959.60   sFT  0.99990354   +0 59 08.2
 DG4491;UTM  18      - 3,953,445.720   292,607.777   MT  1.00013004   -1 20 17.7
 DG4491
 DG4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4491!SPC NC       -   1.00000355  x   0.99990354  =   0.99990709
 DG4491!UTM  18      -   1.00000355  x   1.00013004  =   1.00013359
 DG4491
 DG4491                          SUPERSEDED SURVEY CONTROL
 DG4491
 DG4491  NAD 83(1986)-  35 42 11.33609(N)    077 17 32.42392(W) AD(       ) 1
 DG4491  NAD 83(2001)-  35 42 11.32547(N)    077 17 32.41419(W) AD(       ) 1
 DG4491  ELLIP H (02/27/04)  -22.590  (m)                       GP(       ) 4 1
 DG4491
 DG4491.Superseded values are not recommended for survey control.
 DG4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4491.See file dsdata.txt to determine how the superseded data were derived.
 DG4491
 DG4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9260853446(NAD 83)
 DG4491_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4491_STAMPING: BOB 2003
 DG4491_MARK LOGO: NCGS  
 DG4491_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4491+STABILITY: SURFACE MOTION
 DG4491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4491+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 DG4491
 DG4491  HISTORY     - Date     Condition        Report By
 DG4491  HISTORY     - 2003     MONUMENTED       NCGS
 DG4491  HISTORY     - 20060212 GOOD             USPSQD
 DG4491
 DG4491                          STATION DESCRIPTION
 DG4491
 DG4491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4491'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF GREENVILLE AND
 DG4491'1.9 MI (3.1 KM) WEST-SOUTHWEST OF STOKES.
 DG4491'ALONG NC 903 FOR 4.6 MI (7.4 KM) NORTH FROM THE INTERSECTION WITH US
 DG4491'13/NC 11 (NORTH OF GREENVILLE), IN NORTHWEST CORNER OF YARD.  ALSO 1.9
 DG4491'MILES (3.1 KM) SOUTHWEST FROM NC 30 (IN STOKES).
 DG4491'MARK IS ABOUT 3-FT LOWER THAN NC 903 AND IS FLUSH WITH THE GROUND.
 DG4491'LOCATED 43.1 FT (13.1 M) SOUTHEAST OF THE CENTERLINE OF NC 903, 8.0 FT
 DG4491'(2.4 M) EAST-NORTHEAST OF A SMALL DITCH LEADING NORTH/SOUTH, 44.7 FT
 DG4491'(13.6 M) EAST-NORTHEAST OF THE EAST END OF A 5-FOOT WHITE FENCE AND
 DG4491'86.4 FT (26.3 M) WEST OF A SERVICE POLE WITH A REFERENCE TAG.
 DG4491
 DG4491                          STATION RECOVERY (2006)
 DG4491
 DG4491'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 DG4491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2728 ***********************************************************************
 FY2728  DESIGNATION -  BOBBITT
 FY2728  PID         -  FY2728
 FY2728  STATE/COUNTY-  NC/VANCE
 FY2728  USGS QUAD   -  KITTRELL (1979)
 FY2728
 FY2728                         *CURRENT SURVEY CONTROL
 FY2728  ___________________________________________________________________
 FY2728* NAD 83(2001)-  36 13 22.92856(N)    078 24 14.94972(W)     ADJUSTED  
 FY2728* NAVD 88     -       140.8    (meters)     462.     (feet)  VERTCON   
 FY2728  ___________________________________________________________________
 FY2728  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 FY2728  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 FY2728  HORZ ORDER  -  SECOND
 FY2728
 FY2728.The horizontal coordinates were established by classical geodetic methods
 FY2728.and adjusted by the National Geodetic Survey in August 2005.
 FY2728
 FY2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2728
 FY2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2728
 FY2728.The geoid height was determined by GEOID03.
 FY2728
 FY2728;                    North         East     Units Scale Factor Converg.
 FY2728;SPC NC       -   274,509.421   663,173.874   MT  1.00001622   +0 20 38.1
 FY2728;SPC NC       -   900,619.66  2,175,762.95   sFT  1.00001622   +0 20 38.1
 FY2728;UTM  17      - 4,011,811.399   733,321.277   MT  1.00027080   +1 32 04.8
 FY2728
 FY2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2728!SPC NC       -   0.99998306  x   1.00001622  =   0.99999928
 FY2728!UTM  17      -   0.99998306  x   1.00027080  =   1.00025385
 FY2728
 FY2728|---------------------------------------------------------------------|
 FY2728| PID    Reference Object                     Distance      Geod. Az  |
 FY2728|                                                           dddmmss.s |
 FY2728| FY3976 BOBBITT RM 2                         46.166 METERS 01646     |
 FY2728| FY3977 BOBBITT RM 3                         76.478 METERS 08727     |
 FY2728| FY3974 BOBBITT AZ MK                                      1840322.5 |
 FY2728| FY2691 FRANKLINTON BURLINGTON MILL TK      APPROX.13.5 KM 1932014.4 |
 FY2728| FY2693 FRANKLINTON STERLING MILLS TK       APPROX.14.5 KM 1990634.6 |
 FY2728| FY2692 FRANKLINTON MUN TANK                APPROX.14.7 KM 1993736.9 |
 FY2728| FY2690 FRANKLINTON BAP CHURCH SPIRE        APPROX.14.1 KM 2002627.7 |
 FY2728| FY3975 BOBBITT RM 1                         88.407 METERS 23246     |
 FY2728|---------------------------------------------------------------------|
 FY2728
 FY2728                          SUPERSEDED SURVEY CONTROL
 FY2728
 FY2728  NAD 83(1993)-  36 13 22.93219(N)    078 24 14.95428(W) AD(       ) 2
 FY2728  NAD 83(1986)-  36 13 22.93029(N)    078 24 14.96039(W) AD(       ) 2
 FY2728  NAD 27      -  36 13 22.39645(N)    078 24 15.96968(W) AD(       ) 2
 FY2728  NGVD 29 (07/19/86)  141.1    (m)          463.     (f) VERT ANG    3  
 FY2728
 FY2728.Superseded values are not recommended for survey control.
 FY2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2728.See file dsdata.txt to determine how the superseded data were derived.
 FY2728
 FY2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3332111811(NAD 83)
 FY2728_MARKER: DS = TRIANGULATION STATION DISK
 FY2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY2728
 FY2728  HISTORY     - Date     Condition        Report By
 FY2728  HISTORY     - 1969     MONUMENTED       CGS
 FY2728  HISTORY     - 1980     GOOD             NGS
 FY2728
 FY2728                          STATION DESCRIPTION
 FY2728
 FY2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2728'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF HENDERSON, 2
 FY2728'MILES EAST OF KITTRELL, 1/2 MILE NORTHWEST OF BOBBITT AND
 FY2728'IN A FARMYARD ON PROPERTY OWNED BY C.M. TIPPETT.
 FY2728'
 FY2728'TO REACH THE STATION FROM THE RAILROAD CROSSING AND FIRE
 FY2728'STATION IN KITTRELL, GO EAST ON PAVED ROAD FOR 0.25 MILE
 FY2728'TO A CROSSROAD.  CONTINUE EASTERLY ON PAVED ROAD FOR 2.0
 FY2728'MILES TO A DRIVEWAY ON THE RIGHT AT A FARMHOUSE AND JUST
 FY2728'BEFORE REACHING A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST
 FY2728'UP DRIVEWAY FOR 0.05 MILE TO THE STATION.
 FY2728'
 FY2728'STATION MARK IS A STANDARD DISK, STAMPED BOBBITT 1969, SET
 FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FY2728'THAT PROJECTS 1 INCH.  IT IS 186.0 FEET SOUTHWEST OF
 FY2728'THE CENTERLINE OF A PAVED ROAD, 37.0 FEET SOUTHWEST OF THE
 FY2728'SOUTHWEST CORNER OF A HOUSE AND 28.0 FEET WEST OF A WATER WELL.
 FY2728'THE UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 FY2728'
 FY2728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOBBITT
 FY2728'NO 1 1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 FY2728'INCHES IN DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 58.0 FEET
 FY2728'WEST OF THE NORTHWEST CORNER OF A BUILDING AND 13.0 FEET
 FY2728'SOUTHWEST OF THE CENTERLINE OF A DIM TRACK ROAD.
 FY2728'
 FY2728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOBBITT NO
 FY2728'2 1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 FY2728'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 34.5 FEET
 FY2728'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 2.3 FEET
 FY2728'NORTHWEST OF A POWER LINE POLE AND 2.7 FEET SOUTHEAST OF
 FY2728'A WITNESS POST.
 FY2728'
 FY2728'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOBBITT 1969,
 FY2728'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 FY2728'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 28.7 FEET
 FY2728'EAST OF THE CENTERLINE OF A PAVED ROAD, 3.5 FEET NORTHWEST
 FY2728'OF A POWER LINE POLE WITH TRANSFORMER AND 1.5 FEET WEST OF
 FY2728'A WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO SOUTH
 FY2728'ON PAVED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 FY2728
 FY2728                          STATION RECOVERY (1980)
 FY2728
 FY2728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FY2728'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 FY2728'IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED BROKEN OFF AND
 FY2728'THE DISK WAS CLAIMED.  REFERENCE MARK 3 WAS ESTABLISHED.  THE
 FY2728'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.005 METER AND
 FY2728'THE DIRECTION CHECKED WITH THE 1969 DIRECTION.  THE FARM HOUSE
 FY2728'MENTIONED IN THE 1969 DESCRIPTION AND THE DRIVEWAY IS NOW A DIM FIELD
 FY2728'ROAD.
 FY2728'
 FY2728'A NEW DESCRIPTION FOLLOWS.
 FY2728'
 FY2728'THE STATION IS ABOUT 8 MILES SOUTH OF HENDERSON, 2-1/4 MILES EAST
 FY2728'OF KITTRELL AND ON THE PROPERTY OF MR. HOWARD DICKERSON WHO LIVES
 FY2728'IN OXFORD, NORTH CAROLINA.
 FY2728'
 FY2728'TO REACH THE STATION FROM THE RAILROAD CROSSING AND THE FIRE
 FY2728'STATION IN KITRELL, GO EASTERLY ON SECONDARY ROAD 1551 FOR 2.25
 FY2728'MILES TO A DIM FIELD ROAD ON THE RIGHT, THIS JUST BEFORE REACHING
 FY2728'THE JUNCTION WITH SR 1557, A PAVED CROSS ROADS, TURN RIGHT AND
 FY2728'FOLLOW THE DIM FIELD ROAD SOUTH AND SOUTHEAST FOR ABOUT 250 FEET
 FY2728'TO THE STATION.  TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, GO
 FY2728'SOUTH ON SR 1557 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 FY2728'
 FY2728'THE STATION MARK IS A STANDARD DISK STAMPED---BOBBITT 1969---SET
 FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND
 FY2728'RECESSED 1 INCH BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK WAS
 FY2728'NOT INSPECTED BUT WAS DESCRIBED AS BEING 40 INCHES BELOW THE GROUND
 FY2728'SURFACE.  THEY ARE 186.3 FEET SOUTHWEST OF THE CENTERLINE OF SR 1551,
 FY2728'150.2 FEET SOUTHWEST OF A POWERLINE POLE AT REFERENCE MARK 2, 35 FEET
 FY2728'SOUTHWEST OF THE FIELD ROAD, 27.5 FEET WEST-NORTHWEST OF THE WEST FACE
 FY2728'OF A TERRA COTA, WELL PIPE AND 1.1 FEET NORTH OF A METAL WITNESS POST.
 FY2728'
 FY2728'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BOBBITT NO 2 1969---
 FY2728'SET IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER AND
 FY2728'FLUSH WITH THE GROUND.  IT IS 34.5 SOUTHWEST OF SR 1551, 2.7 FEET
 FY2728'SOUTHEAST OF A METAL WITNESS POST AND 2.3 FEET NORTHWEST OF A
 FY2728'POWER LINE POLE.
 FY2728'
 FY2728'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BOBBITT 1933 NO 3
 FY2728'1980---SET IN THE TOP OF A ROUND CONCRETE POST, 13-INCHES IN
 FY2728'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS IN THE
 FY2728'SOUTHWEST ANGLE OF THE INTERSECTION OF SR 1551 AND SR 1557, 72.2 WEST
 FY2728'OF A METAL FLAG POLE, 35.9 FEET NORTHWEST OF THE CENTERLINE OF SR
 FY2728'1557, 28.9 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1551, AND
 FY2728'1.5 FEET SOUTHWEST OF A 4X4-INCH POST WITH ROAD INFORMATION SIGNS
 FY2728'ATTACHED.
 FY2728'
 FY2728'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---BOBBITT 1969---SET
 FY2728'IN THE TOP OF A ROUND CONCRETE POST, 12-INCHES IN DIAMETER THAT
 FY2728'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 117.5 FEET SOUTHWEST OF
 FY2728'THE SOUTHWEST CORNER OF A BRICK HOUSE, 28.8 FEET EAST OF THE
 FY2728'CENTERLINE OF SR 1557, 18.8 FEET NORTH OF POWERLINE POLE A-59, WITH
 FY2728'A TRANSFORMER, 1.7 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX
 FY2728'NUMBERED 21-E AND 1.5 FEET WEST OF A METAL WITNESS POST.
 FY2728'
 FY2728'THE DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED AS A
 FY2728'POWERLINE POLE IS ON LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4436 ***********************************************************************
 FY4436  DESIGNATION -  BOBBITT
 FY4436  PID         -  FY4436
 FY4436  STATE/COUNTY-  NC/VANCE
 FY4436  USGS QUAD   -  MIDDLEBURG (1982)
 FY4436
 FY4436                         *CURRENT SURVEY CONTROL
 FY4436  ___________________________________________________________________
 FY4436* NAD 83(2001)-  36 25 33.23101(N)    078 20 54.31104(W)     ADJUSTED  
 FY4436* NAVD 88     -       120.9    (meters)     397.     (feet)  VERTCON   
 FY4436  ___________________________________________________________________
 FY4436  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 FY4436  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 FY4436  HORZ ORDER  -  SECOND
 FY4436
 FY4436.The horizontal coordinates were established by classical geodetic methods
 FY4436.and adjusted by the National Geodetic Survey in August 2005.
 FY4436
 FY4436.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4436
 FY4436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4436
 FY4436.The geoid height was determined by GEOID03.
 FY4436
 FY4436;                    North         East     Units Scale Factor Converg.
 FY4436;SPC NC       -   297,052.073   668,037.000   MT  1.00008267   +0 22 33.9
 FY4436;SPC NC       -   974,578.34  2,191,718.06   sFT  1.00008267   +0 22 33.9
 FY4436;UTM  17      - 4,034,455.886   737,714.280   MT  1.00029627   +1 34 30.7
 FY4436
 FY4436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4436!SPC NC       -   0.99998617  x   1.00008267  =   1.00006883
 FY4436!UTM  17      -   0.99998617  x   1.00029627  =   1.00028243
 FY4436
 FY4436                          SUPERSEDED SURVEY CONTROL
 FY4436
 FY4436  NAD 83(1993)-  36 25 33.23172(N)    078 20 54.30999(W) AD(       ) 2
 FY4436  NAD 83(1986)-  36 25 33.22924(N)    078 20 54.32153(W) AD(       ) 2
 FY4436  NGVD 29 (07/10/92)  121.2    (m)          398.     (f) VERT ANG    3  
 FY4436
 FY4436.Superseded values are not recommended for survey control.
 FY4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4436.See file dsdata.txt to determine how the superseded data were derived.
 FY4436
 FY4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3771434456(NAD 83)
 FY4436_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FY4436_SP_SET: CONCRETE DRIVEWAY
 FY4436_STAMPING: BOBBITT 1985
 FY4436_MARK LOGO: NCGS  
 FY4436_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4436+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 FY4436
 FY4436  HISTORY     - Date     Condition        Report By
 FY4436  HISTORY     - 1985     MONUMENTED       NCGS
 FY4436  HISTORY     - 20050907 GOOD             GEOCAC
 FY4436
 FY4436                          STATION DESCRIPTION
 FY4436
 FY4436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4436'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) WEST OF MANSON, AND 11.8 KM
 FY4436'(7.3 MI) NORTH-NORTHEAST OF HENDERSON.
 FY4436'ALONG SR 1371 (FLEMING ROAD), 3.9 KM (2.45 MI) NORTH FROM I-85
 FY4436'OVERPASS, OR 0.7 KM (0.45 MI) SOUTH OF PAVED ROAD TO WATER AND SEWAGE
 FY4436'TREATMENT PLANT, IN MALCOM J. BOBBITT CONCRETE DRIVEWAY.
 FY4436'STATION IS A STANDARD NCGS DISK STAMPED---BOBBITT 1985---, SET IN A
 FY4436'DRILL HOLE IN DRIVEWAY. LOCATED 4.67 METERS (15.3 FT) WEST FROM THE
 FY4436'CENTERLINE OF ROAD, 9.82 METERS (32.2 FT) NORTH-NORTHEAST FROM A
 FY4436'DINNER BELL POST, 13.72 METERS (45.0 FT) EAST FROM THE SOUTHEAST
 FY4436'CORNER OF HOUSE, 18.50 METERS (60.7 FT) SOUTHEAST FROM THE NORTHEAST
 FY4436'CORNER OF HOUSE, AND 24.48 METERS (80.3 FT) SOUTH-SOUTHEAST FROM A
 FY4436'TELEPHONE PEDESTAL (85 W).
 FY4436'MARK IS AT ROAD LEVEL.
 FY4436
 FY4436                          STATION RECOVERY (2005)
 FY4436
 FY4436'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY4436'RECOVERED AS DESCRIBED IN THE DRIVEWAY LEADING TO A BRICK 1.5-STORY
 FY4436'RESIDENCE AT 2499 FLEMINGTOWN ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8862 ***********************************************************************
 AI8862  DESIGNATION -  BOBBITT
 AI8862  PID         -  AI8862
 AI8862  STATE/COUNTY-  NC/BURKE
 AI8862  USGS QUAD   -  GLEN ALPINE (1994)
 AI8862
 AI8862                         *CURRENT SURVEY CONTROL
 AI8862  ___________________________________________________________________
 AI8862* NAD 83(2007)-  35 44 34.91877(N)    081 51 44.77708(W)     ADJUSTED  
 AI8862* NAVD 88     -       376.9    (meters)    1237.     (feet)  GPS OBS   
 AI8862  ___________________________________________________________________
 AI8862  EPOCH DATE  -        2002.00
 AI8862  X           -     733,652.913 (meters)                     COMP
 AI8862  Y           -  -5,130,798.876 (meters)                     COMP
 AI8862  Z           -   3,705,288.803 (meters)                     COMP
 AI8862  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AI8862  ELLIP HEIGHT-         344.907 (meters)          (02/10/07) ADJUSTED
 AI8862  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 AI8862
 AI8862  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8862  Type    PID    Designation                      North   East  Ellip
 AI8862  -------------------------------------------------------------------
 AI8862  NETWORK AI8862 BOBBITT                           0.67   0.53   1.08
 AI8862  -------------------------------------------------------------------
 AI8862
 AI8862.The horizontal coordinates were established by GPS observations
 AI8862.and adjusted by the National Geodetic Survey in February 2007.
 AI8862
 AI8862.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8862.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8862.The horizontal coordinates are valid at the epoch date displayed above.
 AI8862.The epoch date for horizontal control is a decimal equivalence
 AI8862.of Year/Month/Day.
 AI8862
 AI8862.The orthometric height was determined by GPS observations and a
 AI8862.high-resolution geoid model.
 AI8862
 AI8862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8862
 AI8862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8862
 AI8862.The ellipsoidal height was determined by GPS observations
 AI8862.and is referenced to NAD 83.
 AI8862
 AI8862.The geoid height was determined by GEOID03.
 AI8862
 AI8862;                    North         East     Units Scale Factor Converg.
 AI8862;SPC NC       -   224,822.865   350,737.939   MT  0.99990926   -1 39 07.6
 AI8862;SPC NC       -   737,606.35  1,150,712.72   sFT  0.99990926   -1 39 07.6
 AI8862;UTM  17      - 3,955,790.524   422,018.179   MT  0.99967493   -0 30 13.8
 AI8862
 AI8862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8862!SPC NC       -   0.99994587  x   0.99990926  =   0.99985513
 AI8862!UTM  17      -   0.99994587  x   0.99967493  =   0.99962082
 AI8862
 AI8862                          SUPERSEDED SURVEY CONTROL
 AI8862
 AI8862  NAD 83(2001)-  35 44 34.91885(N)    081 51 44.77703(W) AD(       ) 1
 AI8862  ELLIP H (03/13/03)  344.924  (m)                       GP(       ) 4 2
 AI8862  NAD 83(1986)-  35 44 34.92763(N)    081 51 44.77886(W) AD(       ) 1
 AI8862
 AI8862.Superseded values are not recommended for survey control.
 AI8862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8862.See file dsdata.txt to determine how the superseded data were derived.
 AI8862
 AI8862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2201855791(NAD 83)
 AI8862_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8862_STAMPING: BOBBITT 1995
 AI8862_MARK LOGO: NCGS  
 AI8862_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8862+STABILITY: SURFACE MOTION
 AI8862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8862+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8862
 AI8862  HISTORY     - Date     Condition        Report By
 AI8862  HISTORY     - 1995     MONUMENTED       NCGS
 AI8862
 AI8862                          STATION DESCRIPTION
 AI8862
 AI8862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8862'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF BRIDGEWATER AND 9.9
 AI8862'MI (15.9 KM) WEST OF MORGANTON.
 AI8862'PROCEED ALONG SR 1233-BRIDGE WATER ROAD FOR 1.3 MI (2.1 KM) NORTHEAST
 AI8862'FROM US 70 NEAR THE BURKE/MCDOWELL COUNTY LINE, THENCE NORTHWEST FOR
 AI8862'1.4 MI (2.3 KM) ALONG SR 1234-BENFIELDS LANDING ROAD, THENCE NORTHEAST
 AI8862'FOR 0.65 MI (1.05 KM) ALONG SR 1235-CREST VIEW DRIVE, THENCE NORTH FOR
 AI8862'0.05 MI (0.08 KM) ALONG SR 1296-NORTH SHORE DRIVE TO A PAVED DRIVE AND
 AI8862'STATION IN FRONT YARD OF THE BOBBITS RESIDENCE.
 AI8862'MARK IS ABOUT LEVEL WITH DRIVE AND RECESSED 1-INCH BELOW SURFACE.
 AI8862'LOCATED 89.0 FT (27.1 M) EAST OF THE CENTERLINE OF SR 1296, 36.0 FT
 AI8862'(11.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF PAVED DRIVE, 103.0 FT
 AI8862'(31.4 M) EAST OF THE CENTERLINE INTERSECTION, 15.0 FT (4.6 M) EAST OF
 AI8862'THE CENTERLINE OF CONCRETE DRIVE, 46.5 FT (14.2 M) WEST-SOUTHWEST OF
 AI8862'THE SOUTHEAST CORNER AND 48.9 FT (14.9 M) SOUTHEAST OF THE SOUTHWEST
 AI8862'CORNER OF HOUSE, AND 21.4 FT (6.5 M) WEST OF A 14-INCH DOGWOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3558 ***********************************************************************
 EZ3558  DESIGNATION -  BOBBY
 EZ3558  PID         -  EZ3558
 EZ3558  STATE/COUNTY-  NC/LEE
 EZ3558  USGS QUAD   -  VASS (1974)
 EZ3558
 EZ3558                         *CURRENT SURVEY CONTROL
 EZ3558  ___________________________________________________________________
 EZ3558* NAD 83(2001)-  35 21 12.81674(N)    079 16 25.13996(W)     ADJUSTED  
 EZ3558* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 EZ3558  ___________________________________________________________________
 EZ3558  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EZ3558  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EZ3558  HORZ ORDER  -  SECOND
 EZ3558
 EZ3558.The horizontal coordinates were established by classical geodetic methods
 EZ3558.and adjusted by the National Geodetic Survey in August 2005.
 EZ3558
 EZ3558.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3558
 EZ3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3558
 EZ3558.The geoid height was determined by GEOID03.
 EZ3558
 EZ3558;                    North         East     Units Scale Factor Converg.
 EZ3558;SPC NC       -   177,917.331   584,731.304   MT  0.99987416   -0 09 28.6
 EZ3558;SPC NC       -   583,717.11  1,918,405.95   sFT  0.99987416   -0 09 28.6
 EZ3558;UTM  17      - 3,913,620.290   656,859.597   MT  0.99990323   +0 59 56.8
 EZ3558
 EZ3558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3558!SPC NC       -   0.99998415  x   0.99987416  =   0.99985831
 EZ3558!UTM  17      -   0.99998415  x   0.99990323  =   0.99988738
 EZ3558
 EZ3558:                Primary Azimuth Mark                     Grid Az
 EZ3558:SPC NC       -  RUSSELL                                  011 35 56.4
 EZ3558:UTM  17      -  RUSSELL                                  010 26 31.0
 EZ3558
 EZ3558|---------------------------------------------------------------------|
 EZ3558| PID    Reference Object                     Distance      Geod. Az  |
 EZ3558|                                                           dddmmss.s |
 EZ3558| EZ3556 RUSSELL                             APPROX. 0.6 KM 0112627.8 |
 EZ3558| EZ3557 FENCE                               183.015 METERS 16802     |
 EZ3558|---------------------------------------------------------------------|
 EZ3558
 EZ3558                          SUPERSEDED SURVEY CONTROL
 EZ3558
 EZ3558  NAD 83(1986)-  35 21 12.81558(N)    079 16 25.14119(W) AD(       ) 2
 EZ3558  NAD 27      -  35 21 12.25211(N)    079 16 26.04404(W) AD(       ) 2
 EZ3558  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG    3  
 EZ3558
 EZ3558.Superseded values are not recommended for survey control.
 EZ3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3558.See file dsdata.txt to determine how the superseded data were derived.
 EZ3558
 EZ3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5686013620(NAD 83)
 EZ3558_MARKER: DE = TRAVERSE STATION DISK
 EZ3558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3558_STAMPING: BOBBY 1977
 EZ3558_MARK LOGO: NCGS  
 EZ3558_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3558+STABILITY: SURFACE MOTION
 EZ3558
 EZ3558  HISTORY     - Date     Condition        Report By
 EZ3558  HISTORY     - 1977     MONUMENTED       NCGS
 EZ3558
 EZ3558                          STATION DESCRIPTION
 EZ3558
 EZ3558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ3558'STATION IS A N.C. GEODETIC TRAVERSE STATION LOCATED APPROXIMATELY 2.1
 EZ3558'MILES NORTH-NORTHWEST OF CAMERON AND 10.2 MILES SOUTHWEST OF SANFORD,
 EZ3558'NORTH CAROLINA.
 EZ3558'
 EZ3558'TO REACH STATION FROM INTERSECTION OF SR 1007 (COUNTY LINE ROAD) WITH
 EZ3558'US 1 AT CAMERON, PROCEED NORTHERLY ALONG SR 1007 FOR 1.85 MILES TO
 EZ3558'STATION ON THE LEFT, AT PASTURE FENCE CORNER AND 0.7 MILES SOUTH OF
 EZ3558'THE INTERSECTION WITH SR 1184 (E).
 EZ3558'
 EZ3558'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BOBBY 1977---, SET IN
 EZ3558'THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3558'
 EZ3558'MARK IS 24.5 FEET WEST-NORTHWEST  OF CENTERLINE OF SR 1007, 3.4 FEET
 EZ3558'SOUTH-SOUTHEAST OF CORNER FENCE POST WITH ALUMINUM TAG, 29.6 FEET
 EZ3558'EAST-NORTHEAST OF POWER POLE NUMBER 9138 WITH ALUMINUM TAG, 82.9 FEET
 EZ3558'NORTH-NORTHEAST OF 18 INCH OAK WITH ALUMINUM TAG AND 106.9 FEET
 EZ3558'NORTHEAST OF CENTER OF STONE WELL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3872 ***********************************************************************
 EZ3872  DESIGNATION -  BOBBY
 EZ3872  PID         -  EZ3872
 EZ3872  STATE/COUNTY-  NC/RANDOLPH
 EZ3872  USGS QUAD   -  RAMSEUR (1980)
 EZ3872
 EZ3872                         *CURRENT SURVEY CONTROL
 EZ3872  ___________________________________________________________________
 EZ3872* NAD 83(2001)-  35 42 47.13882(N)    079 37 44.34216(W)     ADJUSTED  
 EZ3872* NAVD 88     -       170.09   (+/-2cm)     558.0    (feet)  VERTCON   
 EZ3872  ___________________________________________________________________
 EZ3872  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 EZ3872  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EZ3872  HORZ ORDER  -  SECOND
 EZ3872  VERT ORDER  -  THIRD ? (See Below)
 EZ3872
 EZ3872.The horizontal coordinates were established by classical geodetic methods
 EZ3872.and adjusted by the National Geodetic Survey in August 2005.
 EZ3872
 EZ3872.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3872.The vertical order pertains to the NGVD 29 superseded value.
 EZ3872
 EZ3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3872
 EZ3872.The geoid height was determined by GEOID03.
 EZ3872
 EZ3872;                    North         East     Units Scale Factor Converg.
 EZ3872;SPC NC       -   217,949.233   552,690.797   MT  0.99990492   -0 21 46.9
 EZ3872;SPC NC       -   715,055.11  1,813,286.39   sFT  0.99990492   -0 21 46.9
 EZ3872;UTM  17      - 3,952,993.376   624,016.243   MT  0.99978952   +0 48 01.4
 EZ3872
 EZ3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3872!SPC NC       -   0.99997807  x   0.99990492  =   0.99988299
 EZ3872!UTM  17      -   0.99997807  x   0.99978952  =   0.99976760
 EZ3872
 EZ3872:                Primary Azimuth Mark                     Grid Az
 EZ3872:SPC NC       -  BURGESS                                  185 43 19.4
 EZ3872:UTM  17      -  BURGESS                                  184 33 31.1
 EZ3872
 EZ3872|---------------------------------------------------------------------|
 EZ3872| PID    Reference Object                     Distance      Geod. Az  |
 EZ3872|                                                           dddmmss.s |
 EZ3872| EZ3875 BURGESS                             APPROX. 0.9 KM 1852132.5 |
 EZ3872| EZ3876 BRAY                                310.756 METERS 33243     |
 EZ3872|---------------------------------------------------------------------|
 EZ3872
 EZ3872                          SUPERSEDED SURVEY CONTROL
 EZ3872
 EZ3872  NAD 83(1986)-  35 42 47.14365(N)    079 37 44.35033(W) AD(       ) 2
 EZ3872  NAD 27      -  35 42 46.65447(N)    079 37 45.25842(W) AD(       ) 2
 EZ3872  NGVD 29 (07/19/86)  170.30   (m)          558.7    (f) LEVELING    3  
 EZ3872
 EZ3872.Superseded values are not recommended for survey control.
 EZ3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3872.See file dsdata.txt to determine how the superseded data were derived.
 EZ3872
 EZ3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2401652993(NAD 83)
 EZ3872_MARKER: DE = TRAVERSE STATION DISK
 EZ3872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3872_STAMPING: BOBBY 1975
 EZ3872_MARK LOGO: NCGS  
 EZ3872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3872+STABILITY: SURFACE MOTION
 EZ3872
 EZ3872  HISTORY     - Date     Condition        Report By
 EZ3872  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3872
 EZ3872                          STATION DESCRIPTION
 EZ3872
 EZ3872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3872'BOBBY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3872'THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ3872'
 EZ3872'BOBBY IS LOCATED APPROXIMATELY 2.3 MILES SE OF RAMSEUR, AND 5.2
 EZ3872'MILES NORTH OF COLERIDGE.  TO REACH STATION FROM INTERSECTION OF
 EZ3872'U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SE ALONG NC 22 FOR
 EZ3872'2.4 MILES TO STATION ON LEFT, IN WEST EDGE OF CULTIVATED FIELD
 EZ3872'OWNED BY BOBBY BURGESS, AND 0.1 MILE SOUTH OF INTERSECTION WITH
 EZ3872'SR 2642.
 EZ3872'
 EZ3872'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3872'BOBBY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3872'IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3872'
 EZ3872'MARK IS 31.1 FT E OF C/L OF NC 22
 EZ3872'
 EZ3872'65.0 FT E OF TP WITH ALUMINUM REF. TAG
 EZ3872'
 EZ3872'91.7 FT NW OF PP 993 WITH TRANSFORMER AND ALUMINUM REF. TAG
 EZ3872'
 EZ3872'121.1 FT S OF PP 991-1 WITH ALUMINUM REF. TAG
 EZ3872'
 EZ3872'136.8 FT SSE OF 8 IN CEDAR WITH ALUMINUM REF. TAG
 EZ3872'
 EZ3872'162.3 FT N OF 8 IN PINE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2599 ***********************************************************************
 FY2599  DESIGNATION -  BOBBY
 FY2599  PID         -  FY2599
 FY2599  STATE/COUNTY-  NC/FRANKLIN
 FY2599  USGS QUAD   -  GOLD SAND (1981)
 FY2599
 FY2599                         *CURRENT SURVEY CONTROL
 FY2599  ___________________________________________________________________
 FY2599* NAD 83(2007)-  36 08 44.68502(N)    078 12 31.16724(W)     ADJUSTED  
 FY2599* NAVD 88     -       113.4    (meters)     372.     (feet)  GPS OBS   
 FY2599  ___________________________________________________________________
 FY2599  EPOCH DATE  -        2002.00
 FY2599  X           -   1,053,729.534 (meters)                     COMP
 FY2599  Y           -  -5,047,728.978 (meters)                     COMP
 FY2599  Z           -   3,741,310.037 (meters)                     COMP
 FY2599  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 FY2599  ELLIP HEIGHT-          79.742 (meters)          (02/10/07) ADJUSTED
 FY2599  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 FY2599
 FY2599  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2599  Type    PID    Designation                      North   East  Ellip
 FY2599  -------------------------------------------------------------------
 FY2599  NETWORK FY2599 BOBBY                             0.88   0.71   1.72
 FY2599  -------------------------------------------------------------------
 FY2599
 FY2599.The horizontal coordinates were established by GPS observations
 FY2599.and adjusted by the National Geodetic Survey in February 2007.
 FY2599
 FY2599.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2599.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2599.The horizontal coordinates are valid at the epoch date displayed above.
 FY2599.The epoch date for horizontal control is a decimal equivalence
 FY2599.of Year/Month/Day.
 FY2599
 FY2599.The orthometric height was determined by GPS observations and a
 FY2599.high-resolution geoid model.
 FY2599
 FY2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2599
 FY2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2599
 FY2599.The ellipsoidal height was determined by GPS observations
 FY2599.and is referenced to NAD 83.
 FY2599
 FY2599.The geoid height was determined by GEOID03.
 FY2599
 FY2599;                    North         East     Units Scale Factor Converg.
 FY2599;SPC NC       -   266,056.187   680,818.889   MT  0.99999423   +0 27 24.3
 FY2599;SPC NC       -   872,886.01  2,233,653.30   sFT  0.99999423   +0 27 24.3
 FY2599;UTM  17      - 4,003,724.083   751,143.811   MT  1.00037723   +1 38 50.3
 FY2599
 FY2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2599!SPC NC       -   0.99998748  x   0.99999423  =   0.99998171
 FY2599!UTM  17      -   0.99998748  x   1.00037723  =   1.00036471
 FY2599
 FY2599:                Primary Azimuth Mark                     Grid Az
 FY2599:SPC NC       -  MT GILEAD                                234 38 18.9
 FY2599:UTM  17      -  MT GILEAD                                233 26 52.9
 FY2599
 FY2599|---------------------------------------------------------------------|
 FY2599| PID    Reference Object                     Distance      Geod. Az  |
 FY2599|                                                           dddmmss.s |
 FY2599| FY2600 MT GILEAD                           APPROX. 0.6 KM 2350543.2 |
 FY2599|---------------------------------------------------------------------|
 FY2599
 FY2599                          SUPERSEDED SURVEY CONTROL
 FY2599
 FY2599  NAD 83(2001)-  36 08 44.68573(N)    078 12 31.16706(W) AD(       ) 1
 FY2599  ELLIP H (07/14/04)   79.737  (m)                       GP(       ) 4 2
 FY2599  NAD 83(1993)-  36 08 44.69024(N)    078 12 31.17409(W) AD(       ) 2
 FY2599  NAD 83(1986)-  36 08 44.68968(N)    078 12 31.17948(W) AD(       ) 2
 FY2599  NAD 27      -  36 08 44.14792(N)    078 12 32.20637(W) AD(       ) 2
 FY2599  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG    3  
 FY2599
 FY2599.Superseded values are not recommended for survey control.
 FY2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2599.See file dsdata.txt to determine how the superseded data were derived.
 FY2599
 FY2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5114403724(NAD 83)
 FY2599_MARKER: DE = TRAVERSE STATION DISK
 FY2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2599_STAMPING: BOBBY 1976
 FY2599_MARK LOGO: NCGS  
 FY2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2599+STABILITY: SURFACE MOTION
 FY2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2599+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 FY2599
 FY2599  HISTORY     - Date     Condition        Report By
 FY2599  HISTORY     - 1976     MONUMENTED       NCGS
 FY2599  HISTORY     - 1985     GOOD             USPSQD
 FY2599  HISTORY     - 1987     GOOD             USPSQD
 FY2599  HISTORY     - 1987     GOOD             USPSQD
 FY2599  HISTORY     - 20000516 GOOD             NCGS
 FY2599  HISTORY     - 20050409 GOOD             USPSQD
 FY2599
 FY2599                          STATION DESCRIPTION
 FY2599
 FY2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2599'BOBBY IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY
 FY2599'6.0 MILES NORTHEAST OF LOUISBURG AND 6.5 MILES WEST-SOUTHWEST OF
 FY2599'CENTERVILLE, NORTH CAROLINA.
 FY2599'
 FY2599'TO REACH STATION FROM INTERSECTION OF NC 561 WITH US 401 IN LOUISBURG,
 FY2599'PROCEED NORTHEAST ALONG NC 561 FOR 5.5 MILES TO STATION ON THE LEFT IN
 FY2599'NORTH SHOULDER, AND AT THE T INTERSECTION WITH SR 1429 (SOUTH).
 FY2599'
 FY2599'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BOBBY 1976---, SET IN
 FY2599'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES BELOW THE
 FY2599'SURFACE OF THE GROUND.  THE MARK IS 15.7 FEET NORTH-NORTHWEST OF THE
 FY2599'CENTERLINE OF NC 561, 52.9 FEET WEST OF INTERSECTION OF CENTERLINES OF
 FY2599'NC 561 AND SR 1429, 21.9 FEET EAST-NORTHEAST OF CENTERLINE OF DIRT
 FY2599'DRIVEWAY, 9.8 FEET EAST OF CENTER OF TOP OF EAST END OF CONCRETE
 FY2599'CULVERT, 97.2 FEET WEST-NORTHWEST OF TELEPHONE PEDESTAL NO.13 SOUTH IN
 FY2599'SOUTHEAST QUADRANT, AND 18.5 FEET SOUTH-SOUTHEAST OF 10 INCH POPLAR
 FY2599'WITH ALUMINUM TAG.
 FY2599
 FY2599                          STATION RECOVERY (1985)
 FY2599
 FY2599'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2599'RECOVERED IN GOOD CONDITION.
 FY2599
 FY2599                          STATION RECOVERY (1987)
 FY2599
 FY2599'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP)
 FY2599'RECOVERED IN GOOD CONDITION.
 FY2599
 FY2599                          STATION RECOVERY (1987)
 FY2599
 FY2599'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2599'RECOVERED IN GOOD CONDITION.
 FY2599
 FY2599                          STATION RECOVERY (2000)
 FY2599
 FY2599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY2599'STATION WAS RECOVERED IN GOOD CONDITION, THE STATION IS NOW RECESSED
 FY2599'10-INCHES, THE 10-INCH POPLAR IN THE DESCRIPTION IS GONE. STATION IS
 FY2599'ABOUT 1-FOOT LOWER THAN NC 561.
 FY2599
 FY2599                          STATION RECOVERY (2005)
 FY2599
 FY2599'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2599'N 36 08.745
 FY2599'W 078 12.521
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7896 ***********************************************************************
 AE7896  DESIGNATION -  BOBBY
 AE7896  PID         -  AE7896
 AE7896  STATE/COUNTY-  NC/MCDOWELL
 AE7896  USGS QUAD   -  MARION WEST (1994)
 AE7896
 AE7896                         *CURRENT SURVEY CONTROL
 AE7896  ___________________________________________________________________
 AE7896* NAD 83(2001)-  35 41 30.09962(N)    082 03 16.07567(W)     ADJUSTED  
 AE7896* NAVD 88     -       387.43   (meters)    1271.1    (feet)  N HEIGHT  
 AE7896  ___________________________________________________________________
 AE7896  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 AE7896  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 AE7896  DYNAMIC HT  -         387.04  (meters)    1269.8   (feet)  COMP
 AE7896  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 AE7896
 AE7896  HORZ ORDER  -  SECOND
 AE7896  VERT ORDER  -  THIRD
 AE7896
 AE7896.The horizontal coordinates were established by classical geodetic methods
 AE7896.and adjusted by the National Geodetic Survey in August 2005.
 AE7896
 AE7896.The orthometric height was determined by differential leveling
 AE7896.and adjusted in May 1998.
 AE7896.The height was determined by precise leveling from only one NSRS
 AE7896.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AE7896.allowed ONLY to validate the GPS-derived height.
 AE7896
 AE7896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7896
 AE7896.The geoid height was determined by GEOID03.
 AE7896
 AE7896.The dynamic height is computed by dividing the NAVD 88
 AE7896.geopotential number by the normal gravity value computed on the
 AE7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7896.degrees latitude (g = 980.6199 gals.).
 AE7896
 AE7896.The modeled gravity was interpolated from observed gravity values.
 AE7896
 AE7896;                    North         East     Units Scale Factor Converg.
 AE7896;SPC NC       -   219,647.416   333,202.115   MT  0.99990199   -1 45 46.6
 AE7896;SPC NC       -   720,626.56  1,093,180.61   sFT  0.99990199   -1 45 46.6
 AE7896;UTM  17      - 3,950,265.966   404,593.269   MT  0.99971217   -0 36 54.9
 AE7896
 AE7896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7896!SPC NC       -   0.99994413  x   0.99990199  =   0.99984612
 AE7896!UTM  17      -   0.99994413  x   0.99971217  =   0.99965631
 AE7896
 AE7896                          SUPERSEDED SURVEY CONTROL
 AE7896
 AE7896  NAD 83(1995)-  35 41 30.09988(N)    082 03 16.07537(W) AD(       ) 2
 AE7896  NAD 83(1986)-  35 41 30.10762(N)    082 03 16.07657(W) AD(       ) 2
 AE7896  NGVD 29 (05/27/98)  387.51   (m)         1271.4    (f) LEVELING    3  
 AE7896
 AE7896.Superseded values are not recommended for survey control.
 AE7896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7896.See file dsdata.txt to determine how the superseded data were derived.
 AE7896
 AE7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0459350266(NAD 83)
 AE7896_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7896_STAMPING: BOBBY 1986
 AE7896_MARK LOGO: NCGS  
 AE7896_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7896+STABILITY: SURFACE MOTION
 AE7896
 AE7896  HISTORY     - Date     Condition        Report By
 AE7896  HISTORY     - 1986     MONUMENTED       NCGS
 AE7896  HISTORY     - 20031010 MARK NOT FOUND   MAC
 AE7896
 AE7896                          STATION DESCRIPTION
 AE7896
 AE7896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE7896'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF PLEASANT GARDENS,
 AE7896'AND 4.2 KM (2.60 MI) WEST OF MARION. ALONG US 70 FOR 0.7 KM (0.45 MI)
 AE7896'EAST FROM NC 80, OR 1.0 KM (0.60 MI) SOUTHWEST FROM THE CATAWBA RIVER
 AE7896'BRIDGE, ON THE EAST SIDE OF A CONCRETE BLOCK BUILDING. MARK IS FLUSH
 AE7896'WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 28.2 M (92.5 FT)
 AE7896'SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 22.31 M (73.20 FT)
 AE7896'EAST FROM THE NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING--AND
 AE7896'10.12 M (33.20 FT) NORTH FROM A POWER POLE WITH TRANSFORMER, 12.59 M
 AE7896'(41.31 FT) SOUTH FROM A LIGHT POLE--BOTH WITH REFERENCE TAGS.
 AE7896
 AE7896                          STATION RECOVERY (2003)
 AE7896
 AE7896'RECOVERY NOTE BY MATTERN AND CRAIG 2003 (JAN)
 AE7896'PERFORMED INSTRUMENT SEARCH AND WAS UNABLE TO LOCATE.  BELIEVE MARK
 AE7896'WAS DESTROYED BY PARKING LOT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8271 ***********************************************************************
 AI8271  DESIGNATION -  BOBBY
 AI8271  PID         -  AI8271
 AI8271  STATE/COUNTY-  NC/WARREN
 AI8271  USGS QUAD   -  WARRENTON (1970)
 AI8271
 AI8271                         *CURRENT SURVEY CONTROL
 AI8271  ___________________________________________________________________
 AI8271* NAD 83(2001)-  36 26 01.55282(N)    078 10 14.26450(W)     ADJUSTED  
 AI8271* NAVD 88     -       129.7    (meters)     426.     (feet)  VERTCON   
 AI8271  ___________________________________________________________________
 AI8271  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AI8271  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AI8271  HORZ ORDER  -  SECOND
 AI8271
 AI8271.The horizontal coordinates were established by classical geodetic methods
 AI8271.and adjusted by the National Geodetic Survey in August 2005.
 AI8271
 AI8271.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8271
 AI8271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8271
 AI8271.The geoid height was determined by GEOID03.
 AI8271
 AI8271;                    North         East     Units Scale Factor Converg.
 AI8271;SPC NC       -   298,044.047   683,974.207   MT  1.00008551   +0 28 43.3
 AI8271;SPC NC       -   977,832.84  2,244,005.38   sFT  1.00008551   +0 28 43.3
 AI8271;UTM  17      - 4,035,781.983   753,631.333   MT  1.00039265   +1 40 52.5
 AI8271
 AI8271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8271!SPC NC       -   0.99998486  x   1.00008551  =   1.00007037
 AI8271!UTM  17      -   0.99998486  x   1.00039265  =   1.00037750
 AI8271
 AI8271                          SUPERSEDED SURVEY CONTROL
 AI8271
 AI8271  NAD 83(1986)-  36 26 01.54924(N)    078 10 14.27498(W) AD(       ) 2
 AI8271  NGVD 29 (08/31/00)  130.0    (m)          427.     (f) VERT ANG    3  
 AI8271
 AI8271.Superseded values are not recommended for survey control.
 AI8271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8271.See file dsdata.txt to determine how the superseded data were derived.
 AI8271
 AI8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5363135782(NAD 83)
 AI8271_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8271_STAMPING: BOBBY 1984
 AI8271_MARK LOGO: NCGS  
 AI8271_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8271+STABILITY: SURFACE MOTION
 AI8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8271+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AI8271
 AI8271  HISTORY     - Date     Condition        Report By
 AI8271  HISTORY     - 1984     MONUMENTED       NCGS
 AI8271
 AI8271                          STATION DESCRIPTION
 AI8271
 AI8271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8271'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH-NORTHWEST OF
 AI8271'WARRENTON, AND ABOUT 2.7 KM (1.7 MI) SOUTHEAST OF NORLINA. ALONG US
 AI8271'158 BYPASS FOR 1.1 KM (0.7 MI) EAST FROM THE US 158 BUSINESS-US 401
 AI8271'INTERSECTION, 4.8 KM (3.0 MI) NORTHWEST OF WARRENTON, TO STATION IN
 AI8271'SOUTH SHOULDER OF BYPASS, ABOUT MIDWAY BETWEEN BOBBYS AUTO REPAIR
 AI8271'GARAGE AND A 1 STORY BRICK HOUSE, OR 0.2 KM (0.15 MI) WEST OF THE
 AI8271'ENTRANCE ROAD TO THE WARREN COUNTY HIGH SCHOOL. STATION IS A STANDARD
 AI8271'NCGS HORIZONTAL DISK SET IN TOP OF A CONCRETE MONUMENT. MARK IS ABOUT
 AI8271'1 FOOT LOWER THAN THE BYPASS AND IS RECESSED 3 INCHES BELOW GROUND
 AI8271'LEVEL.  LOCATED 5.30 M (17.4 FT) SOUTH OF CENTERLINE OF US 158 BYPASS,
 AI8271'43.83 M (143.8 FT) WEST OF THE WEST END OF THE SHOP DRIVEWAY CULVERT,
 AI8271'26.70 M (87.6 FT) EAST OF THE SOUTH END OF A HIGHWAY CULVERT, 38.16 M
 AI8271'(125.2 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 56.60
 AI8271'M (185.7 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE SHOP, AND 3.48 M
 AI8271'(11.4 FT) WEST-NORTHWEST OF A SPEED LIMIT SIGN POST. STATION IS NOT A
 AI8271'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5001 ***********************************************************************
 AJ5001  DESIGNATION -  BOBBY
 AJ5001  PID         -  AJ5001
 AJ5001  STATE/COUNTY-  NC/BRUNSWICK
 AJ5001  USGS QUAD   -  HOLDEN BEACH (1990)
 AJ5001
 AJ5001                         *CURRENT SURVEY CONTROL
 AJ5001  ___________________________________________________________________
 AJ5001* NAD 83(2007)-  33 59 06.77285(N)    078 21 55.92150(W)     ADJUSTED  
 AJ5001* NAVD 88     -         9.22   (meters)      30.2    (feet)  LEVELING  
 AJ5001  ___________________________________________________________________
 AJ5001  EPOCH DATE  -        2002.00
 AJ5001  X           -   1,067,656.776 (meters)                     COMP
 AJ5001  Y           -  -5,185,380.134 (meters)                     COMP
 AJ5001  Z           -   3,545,071.945 (meters)                     COMP
 AJ5001  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AJ5001  ELLIP HEIGHT-         -26.587 (meters)          (02/10/07) ADJUSTED
 AJ5001  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 AJ5001
 AJ5001  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5001  Type    PID    Designation                      North   East  Ellip
 AJ5001  -------------------------------------------------------------------
 AJ5001  NETWORK AJ5001 BOBBY                             0.67   0.55   2.21
 AJ5001  -------------------------------------------------------------------
 AJ5001  VERT ORDER  -  THIRD ?
 AJ5001
 AJ5001.The horizontal coordinates were established by GPS observations
 AJ5001.and adjusted by the National Geodetic Survey in February 2007.
 AJ5001
 AJ5001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5001.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5001.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5001.The epoch date for horizontal control is a decimal equivalence
 AJ5001.of Year/Month/Day.
 AJ5001
 AJ5001.The orthometric height was determined by differential leveling.
 AJ5001.The vertical network tie was performed by a horz. field party for horz.
 AJ5001.obs reductions. Reset procedures were used to establish the elevation.
 AJ5001
 AJ5001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5001
 AJ5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5001
 AJ5001.The ellipsoidal height was determined by GPS observations
 AJ5001.and is referenced to NAD 83.
 AJ5001
 AJ5001.The geoid height was determined by GEOID03.
 AJ5001
 AJ5001;                    North         East     Units Scale Factor Converg.
 AJ5001;SPC NC       -    26,281.609   668,232.720   MT  1.00011457   +0 21 58.3
 AJ5001;SPC NC       -    86,225.58  2,192,360.18   sFT  1.00011457   +0 21 58.3
 AJ5001;UTM  17      - 3,763,645.366   743,361.810   MT  1.00033015   +1 28 24.0
 AJ5001
 AJ5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5001!SPC NC       -   1.00000417  x   1.00011457  =   1.00011874
 AJ5001!UTM  17      -   1.00000417  x   1.00033015  =   1.00033433
 AJ5001
 AJ5001:                Primary Azimuth Mark                     Grid Az
 AJ5001:SPC NC       -  FORD                                     246 06 10.4
 AJ5001:UTM  17      -  FORD                                     244 59 44.7
 AJ5001
 AJ5001|---------------------------------------------------------------------|
 AJ5001| PID    Reference Object                     Distance      Geod. Az  |
 AJ5001|                                                           dddmmss.s |
 AJ5001| DD2558 FORD                                APPROX. 0.5 KM 2462808.7 |
 AJ5001|---------------------------------------------------------------------|
 AJ5001
 AJ5001                          SUPERSEDED SURVEY CONTROL
 AJ5001
 AJ5001  NAD 83(2001)-  33 59 06.77295(N)    078 21 55.92106(W) AD(       ) 1
 AJ5001  ELLIP H (03/13/03)  -26.576  (m)                       GP(       ) 4 2
 AJ5001  NAD 83(1986)-  33 59 06.78194(N)    078 21 55.93041(W) AD(       ) 1
 AJ5001
 AJ5001.Superseded values are not recommended for survey control.
 AJ5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5001.See file dsdata.txt to determine how the superseded data were derived.
 AJ5001
 AJ5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4336263645(NAD 83)
 AJ5001_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5001_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5001_SP_SET: DRIVEWAY
 AJ5001_STAMPING: BOBBY 1999
 AJ5001_MARK LOGO: NCGS  
 AJ5001_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5001+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1999
 AJ5001
 AJ5001  HISTORY     - Date     Condition        Report By
 AJ5001  HISTORY     - 1999     MONUMENTED       NCGS
 AJ5001  HISTORY     - 19991209 GOOD             NCGS
 AJ5001
 AJ5001                          STATION DESCRIPTION
 AJ5001
 AJ5001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5001'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHEAST OF SHALLOTTE AND
 AJ5001'6.0 MI (9.7 KM) WEST-SOUTHWEST OF SUPPLY.  ALONG US 17 SOUTH BUSINESS
 AJ5001'(MAIN STREET) FOR 0.1 MI (0.2 KM) SOUTHWEST FROM US 17 (EAST OF
 AJ5001'SHALLOTTE) TO BUILDING NUMBER 4428 (COASTAL PEDIATRICS) , IN THE
 AJ5001'CONCRETE DRIVEWAY.  MARK IS ABOUT 0.5-FT LOWER THAN US 17 BUSINESS AND
 AJ5001'IS FLUSH WITH GROUND.  LOCATED 22.6 FT (6.9 M) NORTH-NORTHWEST OF THE
 AJ5001'CENTERLINE OF US 17 BUSINESS, 0.5 FT (15.2 CM) SOUTHWEST OF THE
 AJ5001'NORTHEAST EDGE OF THE DRIVEWAY, 9.8 FT (3.0 M) SOUTH-SOUTHWEST OF THE
 AJ5001'NORTHEAST END OF A CONCRETE DRIVEWAY CULVERT, 75.8 FT (23.1 M)
 AJ5001'SOUTHWEST OF A WATER METER, AND 38.1 FT (11.6 M) EAST-SOUTHEAST OF
 AJ5001'TELEPHONE PEDESTAL (C 45E) .
 AJ5001
 AJ5001                          STATION RECOVERY (1999)
 AJ5001
 AJ5001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5001'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9264 ***********************************************************************
 DJ9264  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9264  DESIGNATION -  BOBBY
 DJ9264  PID         -  DJ9264
 DJ9264  STATE/COUNTY-  NC/MARTIN
 DJ9264  USGS QUAD   -  JAMESVILLE (1978)
 DJ9264
 DJ9264                         *CURRENT SURVEY CONTROL
 DJ9264  ___________________________________________________________________
 DJ9264* NAD 83(2007)-  35 48 37.03761(N)    076 58 02.51517(W)     ADJUSTED  
 DJ9264* NAVD 88     -         9.21   (meters)      30.2    (feet)  GPS OBS   
 DJ9264  ___________________________________________________________________
 DJ9264  EPOCH DATE  -        2002.00
 DJ9264  X           -   1,167,742.570 (meters)                     COMP
 DJ9264  Y           -  -5,044,937.111 (meters)                     COMP
 DJ9264  Z           -   3,711,125.686 (meters)                     COMP
 DJ9264  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 DJ9264  ELLIP HEIGHT-         -27.027 (meters)          (06/18/07) ADJUSTED
 DJ9264  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 DJ9264  HORZ ORDER  -  FIRST
 DJ9264  ELLP ORDER  -  FOURTH    CLASS II
 DJ9264
 DJ9264.The horizontal coordinates were established by GPS observations
 DJ9264.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9264
 DJ9264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9264.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9264.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9264.The epoch date for horizontal control is a decimal equivalence
 DJ9264.of Year/Month/Day.
 DJ9264
 DJ9264.The orthometric height was determined by GPS observations and a
 DJ9264.high-resolution geoid model.
 DJ9264.The orthometric height was determined by GPS observations and a
 DJ9264.high-resolution geoid model using precise GPS observation and
 DJ9264.processing techniques.
 DJ9264
 DJ9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9264
 DJ9264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9264
 DJ9264.The ellipsoidal height was determined by GPS observations
 DJ9264.and is referenced to NAD 83.
 DJ9264
 DJ9264.The geoid height was determined by GEOID03.
 DJ9264
 DJ9264;                    North         East     Units Scale Factor Converg.
 DJ9264;SPC NC       -   230,432.689   793,281.465   MT  0.99992000   +1 10 23.4
 DJ9264;SPC NC       -   756,011.25  2,602,624.27   sFT  0.99992000   +1 10 23.4
 DJ9264;UTM  18      - 3,964,692.936   322,251.223   MT  0.99998933   -1 09 05.1
 DJ9264
 DJ9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9264!SPC NC       -   1.00000424  x   0.99992000  =   0.99992424
 DJ9264!UTM  18      -   1.00000424  x   0.99998933  =   0.99999357
 DJ9264
 DJ9264:                Primary Azimuth Mark                     Grid Az
 DJ9264:SPC NC       -  STALLS                                   108 21 34.6
 DJ9264:UTM  18      -  STALLS                                   110 41 03.1
 DJ9264
 DJ9264|---------------------------------------------------------------------|
 DJ9264| PID    Reference Object                     Distance      Geod. Az  |
 DJ9264|                                                           dddmmss.s |
 DJ9264| DJ9265 STALLS                              475.927 METERS 1093158.0 |
 DJ9264|---------------------------------------------------------------------|
 DJ9264
 DJ9264                          SUPERSEDED SURVEY CONTROL
 DJ9264
 DJ9264.No superseded survey control is available for this station.
 DJ9264
 DJ9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2225164693(NAD 83)
 DJ9264_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9264_STAMPING: BOBBY 2006
 DJ9264_MARK LOGO: NCGS  
 DJ9264_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9264_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9264+STABILITY: SURFACE MOTION
 DJ9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9264+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DJ9264
 DJ9264  HISTORY     - Date     Condition        Report By
 DJ9264  HISTORY     - 20060908 MONUMENTED       NCGS
 DJ9264
 DJ9264                          STATION DESCRIPTION
 DJ9264
 DJ9264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9264'STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF WILLIAMSTON
 DJ9264'AND 4.0 MI (6.4 KM) WEST OF JAMESVILLE.
 DJ9264' 
 DJ9264'ALONG US 64 BYPASS FOR 4.0 MI (6.4 KM) WEST FROM THE INTERSECTION WITH
 DJ9264'NC 171, IN JAMESVILLE, TO SR 1510 (REASON RD) AND STATION ON THE
 DJ9264'NORTHEAST PROLONGATION OF THE CENTERLINE OF SR 1510.
 DJ9264' 
 DJ9264'MARK IS ABOUT 1-FT LOWER THAN THE CENTERLINE OF WESTBOUND LANES OF US
 DJ9264'64 BYPASS AND IS RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED
 DJ9264'31.6 FT (9.6 M) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 DJ9264'US 64 BYPASS, 44.0 FT (13.4 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL
 DJ9264'AND 33.3 FT (10.1 M) SOUTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1942 ***********************************************************************
 FA1942  DESIGNATION -  BOBBY JOE
 FA1942  PID         -  FA1942
 FA1942  STATE/COUNTY-  NC/STANLY
 FA1942  USGS QUAD   -  ALBEMARLE (1993)
 FA1942
 FA1942                         *CURRENT SURVEY CONTROL
 FA1942  ___________________________________________________________________
 FA1942* NAD 83(2001)-  35 19 18.19317(N)    080 14 51.03581(W)     ADJUSTED  
 FA1942* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 FA1942  ___________________________________________________________________
 FA1942  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FA1942  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1942  HORZ ORDER  -  SECOND
 FA1942
 FA1942.The horizontal coordinates were established by classical geodetic methods
 FA1942.and adjusted by the National Geodetic Survey in August 2005.
 FA1942
 FA1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1942
 FA1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1942
 FA1942.The geoid height was determined by GEOID03.
 FA1942
 FA1942;                    North         East     Units Scale Factor Converg.
 FA1942;SPC NC       -   175,063.628   496,183.211   MT  0.99987333   -0 43 12.1
 FA1942;SPC NC       -   574,354.59  1,627,894.42   sFT  0.99987333   -0 43 12.1
 FA1942;UTM  17      - 3,908,981.262   568,396.776   MT  0.99965765   +0 26 06.3
 FA1942
 FA1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1942!SPC NC       -   0.99998017  x   0.99987333  =   0.99985351
 FA1942!UTM  17      -   0.99998017  x   0.99965765  =   0.99963783
 FA1942
 FA1942:                Primary Azimuth Mark                     Grid Az
 FA1942:SPC NC       -  CIVIC                                    040 21 05.2
 FA1942:UTM  17      -  CIVIC                                    039 11 46.8
 FA1942
 FA1942|---------------------------------------------------------------------|
 FA1942| PID    Reference Object                     Distance      Geod. Az  |
 FA1942|                                                           dddmmss.s |
 FA1942| FA1941 CIVIC                               APPROX. 0.5 KM 0393753.1 |
 FA1942| FA2126 WDL 52                              APPROX. 0.5 KM 2223648.4 |
 FA1942|---------------------------------------------------------------------|
 FA1942
 FA1942                          SUPERSEDED SURVEY CONTROL
 FA1942
 FA1942  NAD 83(1986)-  35 19 18.20541(N)    080 14 51.04550(W) AD(       ) 2
 FA1942  NAD 27      -  35 19 17.68502(N)    080 14 51.82932(W) AD(       ) 2
 FA1942  NGVD 29 (07/19/86)  156.9    (m)          515.     (f) VERT ANG    3  
 FA1942
 FA1942.Superseded values are not recommended for survey control.
 FA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1942.See file dsdata.txt to determine how the superseded data were derived.
 FA1942
 FA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6839708981(NAD 83)
 FA1942_MARKER: DE = TRAVERSE STATION DISK
 FA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1942_STAMPING: BOBBY JOE 1974
 FA1942_MARK LOGO: NCGS  
 FA1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1942+STABILITY: SURFACE MOTION
 FA1942
 FA1942  HISTORY     - Date     Condition        Report By
 FA1942  HISTORY     - 1974     MONUMENTED       NCGS
 FA1942  HISTORY     - 1986     GOOD             USPSQD
 FA1942
 FA1942                          STATION DESCRIPTION
 FA1942
 FA1942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1942'BOBBY JOE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1942'IN THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1942'
 FA1942'BOBBY JOE IS LOCATED APPROXIMATELY 3.4 MILES SW OF ALBEMARLE,
 FA1942'AND 8.0 MILES NNE OF OAKBORO.  TO REACH STATION FROM THE NC
 FA1942'24 - NC 27 BRIDGE OVER U.S. 52 AT THE SOUTH SIDE OF ALBEMARLE,
 FA1942'PROCEED WESTERLY ALONG NC 24 - NC 27 FOR 3.5 MILES TO STATION ON
 FA1942'THE LEFT AT THE NORTH CORNER OF A YARD WITH A ONE STORY BRICK
 FA1942'HOUSE (BOBBY JOE EUDY RESIDENCE).  AND 0.25 MILE SW OF THE
 FA1942'INTERSECTION WITH SR 1258, ABOUT 0.1 MILE NE OF PINE GROVE
 FA1942'CHURCH.
 FA1942'
 FA1942'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1942'BOBBY JOE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1942'WHICH IS FLUSH WITH THE GROUND.
 FA1942'
 FA1942'MARK IS 25.5 FT SE OF C/L OF NC 24 - NC 27
 FA1942'
 FA1942'29.4 FT NE OF C/L OF GRAVEL DRIVEWAY
 FA1942'
 FA1942'19.2 FT NE OF NE END OF CONCRETE CULVERT UNDER DRIVEWAY
 FA1942'
 FA1942'82.7 FT NNW OF NORTH CORNER OF EUDYS HOUSE
 FA1942'
 FA1942'44.3 FT SW OF TP WITH ALUMINUM REF. TAG
 FA1942'
 FA1942'80.8 FT E OF PP WITH ALUMINUM REF. TAG
 FA1942'
 FA1942'105.7 FT NE OF TP 7 WITH ALUMINUM REF. TAG
 FA1942'
 FA1942'9.2 FT WSW OF PROPERTY CORNER (METAL PIPE)
 FA1942
 FA1942                          STATION RECOVERY (1986)
 FA1942
 FA1942'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8870 ***********************************************************************
 DG8870  HT_MOD      -  This is a Height Modernization Survey Station.
 DG8870  DESIGNATION -  BOBCAT
 DG8870  PID         -  DG8870
 DG8870  STATE/COUNTY-  NC/FORSYTH
 DG8870  USGS QUAD   -  KERNERSVILLE (1994)
 DG8870
 DG8870                         *CURRENT SURVEY CONTROL
 DG8870  ___________________________________________________________________
 DG8870* NAD 83(2007)-  36 06 20.55841(N)    080 03 40.29000(W)     ADJUSTED  
 DG8870* NAVD 88     -       297.24   (meters)     975.2    (feet)  GPS OBS   
 DG8870  ___________________________________________________________________
 DG8870  EPOCH DATE  -        2002.00
 DG8870  X           -     890,477.805 (meters)                     COMP
 DG8870  Y           -  -5,081,882.112 (meters)                     COMP
 DG8870  Z           -   3,737,831.018 (meters)                     COMP
 DG8870  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 DG8870  ELLIP HEIGHT-         265.102 (meters)          (02/10/07) ADJUSTED
 DG8870  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DG8870
 DG8870  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8870  Type    PID    Designation                      North   East  Ellip
 DG8870  -------------------------------------------------------------------
 DG8870  NETWORK DG8870 BOBCAT                            0.82   0.67   1.69
 DG8870  -------------------------------------------------------------------
 DG8870
 DG8870.The horizontal coordinates were established by GPS observations
 DG8870.and adjusted by the National Geodetic Survey in February 2007.
 DG8870
 DG8870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8870.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8870.The horizontal coordinates are valid at the epoch date displayed above.
 DG8870.The epoch date for horizontal control is a decimal equivalence
 DG8870.of Year/Month/Day.
 DG8870
 DG8870.The orthometric height was determined by GPS observations and a
 DG8870.high-resolution geoid model.
 DG8870.The orthometric height was determined by GPS observations and a
 DG8870.high-resolution geoid model using precise GPS observation and
 DG8870.processing techniques.
 DG8870
 DG8870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8870
 DG8870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8870
 DG8870.The ellipsoidal height was determined by GPS observations
 DG8870.and is referenced to NAD 83.
 DG8870
 DG8870.The geoid height was determined by GEOID03.
 DG8870
 DG8870;                    North         East     Units Scale Factor Converg.
 DG8870;SPC NC       -   261,840.735   514,051.514   MT  0.99998356   -0 36 45.0
 DG8870;SPC NC       -   859,055.81  1,686,517.34   sFT  0.99998356   -0 36 45.0
 DG8870;UTM  17      - 3,996,081.384   584,500.662   MT  0.99968798   +0 33 11.7
 DG8870
 DG8870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8870!SPC NC       -   0.99995839  x   0.99998356  =   0.99994196
 DG8870!UTM  17      -   0.99995839  x   0.99968798  =   0.99964639
 DG8870
 DG8870                          SUPERSEDED SURVEY CONTROL
 DG8870
 DG8870  NAD 83(1986)-  36 06 20.56466(N)    080 03 40.29795(W) AD(       ) 1
 DG8870  NAD 83(2001)-  36 06 20.55859(N)    080 03 40.28992(W) AD(       ) 1
 DG8870  ELLIP H (01/05/05)  265.106  (m)                       GP(       ) 4 2
 DG8870
 DG8870.Superseded values are not recommended for survey control.
 DG8870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8870.See file dsdata.txt to determine how the superseded data were derived.
 DG8870
 DG8870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8450196081(NAD 83)
 DG8870_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8870_STAMPING: BOBCAT 2001
 DG8870_MARK LOGO: NCGS  
 DG8870_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8870+STABILITY: SURFACE MOTION
 DG8870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8870+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG8870
 DG8870  HISTORY     - Date     Condition        Report By
 DG8870  HISTORY     - 2001     MONUMENTED       NCGS
 DG8870
 DG8870                          STATION DESCRIPTION
 DG8870
 DG8870'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG8870'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTHEAST OF KERNERSVILLE.
 DG8870'ALONG NC 66 FOR 1.35 MI (2.17 KM) NORTH FROM I-40 (EXIT 203), ON THE
 DG8870'EAST SIDE OF THE ROAD, OR 0.5 MI (0.8 KM) SOUTH FROM I-40 BUSINESS.
 DG8870'MARK IS ABOUT LEVEL WITH NC 66 AND IS FLUSH WITH THE GROUND.  LOCATED
 DG8870'18.5 FT (5.6 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF NC
 DG8870'66, 20.5 FT (6.2 M) NORTH OF THE CENTERLINE OF THE NORTHMOST ENTRANCE
 DG8870'TO PIEDMONT BOBCAT, 21.0 FT (6.4 M) WEST OF A METAL LIGHT POLE, 35.1
 DG8870'FT (10.7 M) NORTH-NORTHEAST OF A SEWER MANHOLE--AND 6.3 FT (1.9 M)
 DG8870'SOUTH OF A POWER POLE, 54.9 FT (16.7 M) NORTH OF A POWER POLE--BOTH
 DG8870'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2215 ***********************************************************************
 FA2215  DESIGNATION -  BOBO
 FA2215  PID         -  FA2215
 FA2215  STATE/COUNTY-  NC/CABARRUS
 FA2215  USGS QUAD   -  CONCORD (1987)
 FA2215
 FA2215                         *CURRENT SURVEY CONTROL
 FA2215  ___________________________________________________________________
 FA2215* NAD 83(2001)-  35 23 41.87481(N)    080 36 54.99289(W)     ADJUSTED  
 FA2215* NAVD 88     -       231.5    (meters)     760.     (feet)  VERTCON   
 FA2215  ___________________________________________________________________
 FA2215  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 FA2215  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FA2215  HORZ ORDER  -  SECOND
 FA2215
 FA2215.The horizontal coordinates were established by classical geodetic methods
 FA2215.and adjusted by the National Geodetic Survey in August 2005.
 FA2215
 FA2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2215
 FA2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2215
 FA2215.The geoid height was determined by GEOID03.
 FA2215
 FA2215;                    North         East     Units Scale Factor Converg.
 FA2215;SPC NC       -   183,669.954   462,882.409   MT  0.99987570   -0 55 56.2
 FA2215;SPC NC       -   602,590.51  1,518,640.04   sFT  0.99987570   -0 55 56.2
 FA2215;UTM  17      - 3,916,912.576   534,937.280   MT  0.99961504   +0 13 22.2
 FA2215
 FA2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2215!SPC NC       -   0.99996844  x   0.99987570  =   0.99984415
 FA2215!UTM  17      -   0.99996844  x   0.99961504  =   0.99958350
 FA2215
 FA2215:                Primary Azimuth Mark                     Grid Az
 FA2215:SPC NC       -  BUFFALO                                  073 27 34.0
 FA2215:UTM  17      -  BUFFALO                                  072 18 15.6
 FA2215
 FA2215|---------------------------------------------------------------------|
 FA2215| PID    Reference Object                     Distance      Geod. Az  |
 FA2215|                                                           dddmmss.s |
 FA2215| FA2217 BUFFALO                             456.797 METERS 0723137.8 |
 FA2215| FA2312 HIWAY                               APPROX. 1.4 KM 2472940.5 |
 FA2215|---------------------------------------------------------------------|
 FA2215
 FA2215                          SUPERSEDED SURVEY CONTROL
 FA2215
 FA2215  NAD 83(1986)-  35 23 41.89077(N)    080 36 55.00152(W) AD(       ) 2
 FA2215  NAD 27      -  35 23 41.38396(N)    080 36 55.74642(W) AD(       ) 2
 FA2215  NGVD 29 (07/19/86)  231.8    (m)          760.     (f) VERT ANG    3  
 FA2215
 FA2215.Superseded values are not recommended for survey control.
 FA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2215.See file dsdata.txt to determine how the superseded data were derived.
 FA2215
 FA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3493716913(NAD 83)
 FA2215_MARKER: DE = TRAVERSE STATION DISK
 FA2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2215_STAMPING: BOBO 1963
 FA2215_MARK LOGO: NCGS  
 FA2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2215+STABILITY: SURFACE MOTION
 FA2215
 FA2215  HISTORY     - Date     Condition        Report By
 FA2215  HISTORY     - 1963     MONUMENTED       NCGS
 FA2215
 FA2215                          STATION DESCRIPTION
 FA2215
 FA2215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2215'BOBO IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2215'NORTH CAROLINA.  STATION IS 2.5 MILES SW OF CONCORD,
 FA2215'APPROXIMATELY 150 FT E OF INTERSECTION OF SR 1414 AND I 85 OR
 FA2215'U.S. 29, ON S SIDE OF N BOUND LANE OF I 85 AND U.S. 29 AND 0.3
 FA2215'MILES W OF INTERSECTION OF SR 1375 TO FAIR GROUNDS.
 FA2215'
 FA2215'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2215'BOBO 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2215'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2215'
 FA2215'MARK IS
 FA2215'
 FA2215'43.3 FT S OF C/L OF U.S. 29
 FA2215'
 FA2215'3.7 FT S OF 3 LEAD NAILS IN LIGHT POLE AT OLD GOLF RANGE
 FA2215'
 FA2215'51.6 FT W OF 3 LEAD NAILS IN PP
 FA2215'
 FA2215'71.5 FT E OF DRIVEWAY
 FA2215'
 FA2215'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4888 ***********************************************************************
 FA4888  DESIGNATION -  BOBS
 FA4888  PID         -  FA4888
 FA4888  STATE/COUNTY-  NC/LINCOLN
 FA4888  USGS QUAD   -  LINCOLNTON WEST (1993)
 FA4888
 FA4888                         *CURRENT SURVEY CONTROL
 FA4888  ___________________________________________________________________
 FA4888* NAD 83(2001)-  35 28 25.12833(N)    081 19 04.93277(W)     ADJUSTED  
 FA4888* NAVD 88     -       255.5    (meters)     838.     (feet)  VERTCON   
 FA4888  ___________________________________________________________________
 FA4888  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FA4888  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 FA4888  HORZ ORDER  -  SECOND
 FA4888
 FA4888.The horizontal coordinates were established by classical geodetic methods
 FA4888.and adjusted by the National Geodetic Survey in August 2005.
 FA4888
 FA4888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4888
 FA4888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4888
 FA4888.The geoid height was determined by GEOID03.
 FA4888
 FA4888;                    North         East     Units Scale Factor Converg.
 FA4888;SPC NC       -   193,660.690   399,262.823   MT  0.99988006   -1 20 16.4
 FA4888;SPC NC       -   635,368.45  1,309,914.78   sFT  0.99988006   -1 20 16.4
 FA4888;UTM  17      - 3,925,617.219   471,146.783   MT  0.99961026   -0 11 04.4
 FA4888
 FA4888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4888!SPC NC       -   0.99996488  x   0.99988006  =   0.99984495
 FA4888!UTM  17      -   0.99996488  x   0.99961026  =   0.99957515
 FA4888
 FA4888                          SUPERSEDED SURVEY CONTROL
 FA4888
 FA4888  NAD 83(1986)-  35 28 25.13793(N)    081 19 04.93570(W) AD(       ) 2
 FA4888  NGVD 29 (09/01/92)  255.8    (m)          839.     (f) VERT ANG    3  
 FA4888
 FA4888.Superseded values are not recommended for survey control.
 FA4888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4888.See file dsdata.txt to determine how the superseded data were derived.
 FA4888
 FA4888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7114725617(NAD 83)
 FA4888_MARKER: DE = TRAVERSE STATION DISK
 FA4888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4888_SP_SET: CONCRETE POST
 FA4888_STAMPING: BOBS 1983
 FA4888_MARK LOGO: NCGS  
 FA4888_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4888+STABILITY: SURFACE MOTION
 FA4888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4888+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2001
 FA4888
 FA4888  HISTORY     - Date     Condition        Report By
 FA4888  HISTORY     - 1983     MONUMENTED       NCGS
 FA4888  HISTORY     - 1987     GOOD             USPSQD
 FA4888  HISTORY     - 19960316 POOR             USPSQD
 FA4888  HISTORY     - 20010803 GOOD             USPSQD
 FA4888
 FA4888                          STATION DESCRIPTION
 FA4888
 FA4888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4888'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST OF LINCOLNTON.
 FA4888'ALONG NC 27 FOR 6.0 KM (3.7 MI) WEST FROM THE LINCOLN COUNTY
 FA4888'COURTHOUSE (IN LINCOLNTON), ON THE LEFT, NEAR A SMALL GROCERY STORE,
 FA4888'OR 0.6 KM (0.4 MI) EAST FROM SR 1185.
 FA4888'MARK IS FLUSH WITH GROUND.  LOCATED 6.46 M (21.19 FT) SOUTH OF THE
 FA4888'CENTERLINE OF NC 27, 30.05 M (98.59 FT) NORTH-NORTHWEST OF THE
 FA4888'NORTHWEST CORNER OF BOBS SUPERETTE, 29.87 M (98.00 FT) EAST-SOUTHEAST
 FA4888'OF A TELEPHONE PEDESTAL--AND 23.16 M (75.98 FT) EAST OF A POWER POLE
 FA4888'WITH A TRANSFORMER, 21.0 M (68.9 FT) WEST-NORTHWEST OF A LIGHT
 FA4888'POLE--BOTH WITH REFERENCE TAGS.
 FA4888
 FA4888                          STATION RECOVERY (1987)
 FA4888
 FA4888'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4888'RECOVERED IN GOOD CONDITION.
 FA4888
 FA4888                          STATION RECOVERY (1996)
 FA4888
 FA4888'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4888'MARK RECOVERED IN POOR CONDITION.
 FA4888
 FA4888                          STATION RECOVERY (2001)
 FA4888
 FA4888'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8287 ***********************************************************************
 AF8287  DESIGNATION -  BOBS
 AF8287  PID         -  AF8287
 AF8287  STATE/COUNTY-  NC/MCDOWELL
 AF8287  USGS QUAD   -  MARION EAST (1994)
 AF8287
 AF8287                         *CURRENT SURVEY CONTROL
 AF8287  ___________________________________________________________________
 AF8287* NAD 83(2001)-  35 38 11.64155(N)    081 59 09.56588(W)     ADJUSTED  
 AF8287* NAVD 88     -       417.6    (meters)    1370.     (feet)  VERT ANG  
 AF8287  ___________________________________________________________________
 AF8287  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 AF8287  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AF8287  HORZ ORDER  -  SECOND
 AF8287
 AF8287.The horizontal coordinates were established by classical geodetic methods
 AF8287.and adjusted by the National Geodetic Survey in August 2005.
 AF8287
 AF8287.The orthometric height was determined by vertical angle observations.
 AF8287
 AF8287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8287
 AF8287.The geoid height was determined by GEOID03.
 AF8287
 AF8287;                    North         East     Units Scale Factor Converg.
 AF8287;SPC NC       -   213,345.763   339,212.599   MT  0.99989508   -1 43 24.3
 AF8287;SPC NC       -   699,951.89  1,112,900.00   sFT  0.99989508   -1 43 24.3
 AF8287;UTM  17      - 3,944,087.227   410,727.647   MT  0.99969821   -0 34 28.3
 AF8287
 AF8287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8287!SPC NC       -   0.99993942  x   0.99989508  =   0.99983451
 AF8287!UTM  17      -   0.99993942  x   0.99969821  =   0.99963765
 AF8287
 AF8287                          SUPERSEDED SURVEY CONTROL
 AF8287
 AF8287  NAD 83(1986)-  35 38 11.65025(N)    081 59 09.56676(W) AD(       ) 2
 AF8287
 AF8287.Superseded values are not recommended for survey control.
 AF8287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8287.See file dsdata.txt to determine how the superseded data were derived.
 AF8287
 AF8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1072844087(NAD 83)
 AF8287_MARKER: DE = TRAVERSE STATION DISK
 AF8287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8287_STAMPING: BOBS 1983
 AF8287_MARK LOGO: NCGS  
 AF8287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8287+STABILITY: SURFACE MOTION
 AF8287
 AF8287  HISTORY     - Date     Condition        Report By
 AF8287  HISTORY     - 1983     MONUMENTED       NCGS
 AF8287
 AF8287                          STATION DESCRIPTION
 AF8287
 AF8287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8287'STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF GLENWOOD, AND 5.6
 AF8287'KM (3.45 MI) SOUTH-SOUTHEAST OF MARION, AT THE INTERSECTION OF US 221
 AF8287'AND SR 1786. ALONG US 221 FOR 0.8 KM (0.50 MI) SOUTH OF THE I-40
 AF8287'UNDERPASS. MARK IS FLUSH WITH GROUND. LOCATED 7.13 M (23.39 FT) EAST
 AF8287'OF THE CENTERLINE OF US 221, 0.43 M (1.41 FT) EAST OF GUARD RAIL,
 AF8287'17.98 M (58.99 FT) NORTH OF SR 1786, 0.46 M (1.51 FT) WEST OF GUY WIRE
 AF8287'ANCHOR--AND 3.51 M (11.52 FT) WEST OF POWER POLE, 11.22 M (36.81 FT)
 AF8287'NORTH OF STOP SIGN POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8350 ***********************************************************************
 AH8350  DESIGNATION -  BOBS
 AH8350  PID         -  AH8350
 AH8350  STATE/COUNTY-  NC/HENDERSON
 AH8350  USGS QUAD   -  ZIRCONIA (1991)
 AH8350
 AH8350                         *CURRENT SURVEY CONTROL
 AH8350  ___________________________________________________________________
 AH8350* NAD 83(2001)-  35 11 51.97465(N)    082 27 04.24610(W)     ADJUSTED  
 AH8350* NAVD 88     -       646.6    (meters)    2121.     (feet)  VERTCON   
 AH8350  ___________________________________________________________________
 AH8350  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 AH8350  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 AH8350  HORZ ORDER  -  SECOND
 AH8350
 AH8350.The horizontal coordinates were established by classical geodetic methods
 AH8350.and adjusted by the National Geodetic Survey in August 2005.
 AH8350
 AH8350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8350
 AH8350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8350
 AH8350.The geoid height was determined by GEOID03.
 AH8350
 AH8350;                    North         East     Units Scale Factor Converg.
 AH8350;SPC NC       -   166,063.106   295,412.480   MT  0.99987303   -1 59 30.9
 AH8350;SPC NC       -   544,825.37    969,199.11   sFT  0.99987303   -1 59 30.9
 AH8350;UTM  17      - 3,895,939.888   367,892.098   MT  0.99981509   -0 50 11.7
 AH8350
 AH8350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8350!SPC NC       -   0.99990336  x   0.99987303  =   0.99977641
 AH8350!UTM  17      -   0.99990336  x   0.99981509  =   0.99971847
 AH8350
 AH8350                          SUPERSEDED SURVEY CONTROL
 AH8350
 AH8350  NAD 83(1986)-  35 11 51.98232(N)    082 27 04.24441(W) AD(       ) 2
 AH8350  NGVD 29 (09/25/98)  646.6    (m)         2121.     (f) VERT ANG    3  
 AH8350
 AH8350.Superseded values are not recommended for survey control.
 AH8350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8350.See file dsdata.txt to determine how the superseded data were derived.
 AH8350
 AH8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU6789295940(NAD 83)
 AH8350_MARKER: DE = TRAVERSE STATION DISK
 AH8350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8350_STAMPING: BOBS 1984
 AH8350_MARK LOGO: NCGS  
 AH8350_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8350+STABILITY: SURFACE MOTION
 AH8350
 AH8350  HISTORY     - Date     Condition        Report By
 AH8350  HISTORY     - 1984     MONUMENTED       NCGS
 AH8350
 AH8350                          STATION DESCRIPTION
 AH8350
 AH8350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AH8350'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF TUXEDO, 8.1 MI
 AH8350'(13.0 KM) SOUTH OF HENDERSONVILLE. ALONG US 25 FOR 3.65 MI (5.87 KM)
 AH8350'SOUTHWEST FROM THE US 25/I-26 CONNECTOR OVERPASS (NEAR TUXEDO), OR 1.6
 AH8350'MI (2.6 KM) NORTH OF THE NC-SC STATE LINE, AT THE SOUTHWEST CORNER OF
 AH8350'THE SOUTH-BOUND LANE BRIDGE OVER SR 1103. MARK IS FLUSH WITH GROUND
 AH8350'AND LEVEL WITH US 25.  LOCATED 22.4 FT (6.8 M) EAST OF THE CENTERLINE
 AH8350'OF SOUTH BOUND LANE OF US 25, 6.0 FT (1.8 M) SOUTH-SOUTHEAST OF
 AH8350'SOUTHEAST CORNER OF SOUTH BOUND LANE OF BRIDGE, 5.8 FT (1.8 M)
 AH8350'SOUTH-SOUTHWEST OF EAST END OF WING WALL, 68.0 FT (20.7 M) NORTHWEST
 AH8350'OF SOUTHWEST CORNER OF NORTH BOUND LANE, AND 157.4 FT (48.0 M) NORTH
 AH8350'OF CENTER OF IRON DRAINAGE GRATE IN MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0333 ***********************************************************************
 FZ0333  DESIGNATION -  BODENHAMER
 FZ0333  PID         -  FZ0333
 FZ0333  STATE/COUNTY-  NC/FORSYTH
 FZ0333  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0333
 FZ0333                         *CURRENT SURVEY CONTROL
 FZ0333  ___________________________________________________________________
 FZ0333* NAD 83(2001)-  36 02 51.29477(N)    080 07 13.45005(W)     ADJUSTED  
 FZ0333* NAVD 88     -       294.780  (meters)     967.12   (feet)  ADJUSTED  
 FZ0333  ___________________________________________________________________
 FZ0333  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 FZ0333  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 FZ0333  DYNAMIC HT  -         294.514 (meters)     966.25  (feet)  COMP
 FZ0333  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 FZ0333
 FZ0333  HORZ ORDER  -  SECOND
 FZ0333  VERT ORDER  -  SECOND    CLASS 0
 FZ0333
 FZ0333.The horizontal coordinates were established by classical geodetic methods
 FZ0333.and adjusted by the National Geodetic Survey in August 2005.
 FZ0333
 FZ0333.The orthometric height was determined by differential leveling
 FZ0333.and adjusted in June 1991.
 FZ0333
 FZ0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0333
 FZ0333.The geoid height was determined by GEOID03.
 FZ0333
 FZ0333.The dynamic height is computed by dividing the NAVD 88
 FZ0333.geopotential number by the normal gravity value computed on the
 FZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0333.degrees latitude (g = 980.6199 gals.).
 FZ0333
 FZ0333.The modeled gravity was interpolated from observed gravity values.
 FZ0333
 FZ0333;                    North         East     Units Scale Factor Converg.
 FZ0333;SPC NC       -   255,449.886   508,647.570   MT  0.99996894   -0 38 48.0
 FZ0333;SPC NC       -   838,088.50  1,668,787.90   sFT  0.99996894   -0 38 48.0
 FZ0333;UTM  17      - 3,989,583.892   579,229.321   MT  0.99967735   +0 31 03.5
 FZ0333
 FZ0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0333!SPC NC       -   0.99995877  x   0.99996894  =   0.99992771
 FZ0333!UTM  17      -   0.99995877  x   0.99967735  =   0.99963613
 FZ0333
 FZ0333:                Primary Azimuth Mark                     Grid Az
 FZ0333:SPC NC       -  PHONE                                    258 51 37.2
 FZ0333:UTM  17      -  PHONE                                    257 41 45.7
 FZ0333
 FZ0333|---------------------------------------------------------------------|
 FZ0333| PID    Reference Object                     Distance      Geod. Az  |
 FZ0333|                                                           dddmmss.s |
 FZ0333| FZ0334 PHONE                               454.097 METERS 2581249.2 |
 FZ0333| FZ1465 TUCKER                              167.015 METERS 32710     |
 FZ0333|---------------------------------------------------------------------|
 FZ0333
 FZ0333                          SUPERSEDED SURVEY CONTROL
 FZ0333
 FZ0333  NAD 83(1993)-  36 02 51.29945(N)    080 07 13.45631(W) AD(       ) 2
 FZ0333  NAD 83(1986)-  36 02 51.29943(N)    080 07 13.45613(W) AD(       ) 2
 FZ0333  NAD 27      -  36 02 50.80157(N)    080 07 14.29877(W) AD(       ) 2
 FZ0333  NGVD 29 (??/??/92)  294.993  (m)          967.82   (f) ADJ UNCH    2 0
 FZ0333
 FZ0333.Superseded values are not recommended for survey control.
 FZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0333.See file dsdata.txt to determine how the superseded data were derived.
 FZ0333
 FZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7922989584(NAD 83)
 FZ0333_MARKER: DE = TRAVERSE STATION DISK
 FZ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0333_STAMPING: BODENHAMER 1970
 FZ0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0333
 FZ0333  HISTORY     - Date     Condition        Report By
 FZ0333  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0333  HISTORY     - 1972     GOOD             NCGS
 FZ0333
 FZ0333                          STATION DESCRIPTION
 FZ0333
 FZ0333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0333'BODENHAMER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0333'THE VICINITY OF UNION CROSS, NORTH CAROLINA.
 FZ0333'
 FZ0333'BODENHAMER IS LOCATED APPROXIMATELY 0.1 MILE SOUTHWEST OF UNION CROSS
 FZ0333'AND 7.7 MILES SOUTHEAST OF WINSTON SALEM.  TO REACH STATION PROCEED
 FZ0333'FROM THE INTERSECTION OF US 311 AND SR 2643 IN THE COMMUNITY OF
 FZ0333'UNION CROSS, GO WEST ON SR 2643 FOR 0.1 MILE TO STATION ON LEFT,
 FZ0333'ON WEST SIDE OF DRIVEWAY TO HOME OF MRS. BODENHAMER, AND 0.65 MILE
 FZ0333'EAST OF INTERSECTION OF SR 2643 AND SR 2692 (WALLBURG RD.).
 FZ0333'
 FZ0333'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0333'BODENHAMER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0333'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0333'
 FZ0333'MARK IS
 FZ0333'66.6 FEET S OF C/L OF SR 2643.
 FZ0333'9.6 FEET W OF C/L OF DRIVEWAY.
 FZ0333'59.4 FEET S OF TOP W END OF 18 INCH CONCRETE CULVERT.
 FZ0333'71.4 FEET SSW OF TOP E END OF 18 INCH CONCRETE CULVERT.
 FZ0333'81.4 FEET E OF ALUMINUM REF. TAG ON PP W/TELEPHONE CABLE BOX.
 FZ0333'90.5 FEET ESE OF ALUMINUM REF. TAG ON SCHOOL SIGN.
 FZ0333'73.0 FEET SSW OF ALUMINUM REF. TAG ON 4X4 STOP SIGN.
 FZ0333
 FZ0333                          STATION RECOVERY (1972)
 FZ0333
 FZ0333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0333'2.4 MI NNE FROM WALLBURG.
 FZ0333'TO REACH STATION FROM THE INTERSECTION OF U.S. 311 AND SR 2643
 FZ0333'(UNION CROSS ROAD) IN COMMUNITY OF UNION CROSS, PROCEED WEST ALONG
 FZ0333'SR 2643 FOR 0.10 MILE TO A DRIVEWAY LEADING SOUTH TO THE BODENHAMER
 FZ0333'RESIDENCE, AND STATION ON THE WEST SIDE OF DRIVEWAY, 66.6 FEET
 FZ0333'SOUTH OF C/L OF SR 2643, 09.6 FEET WEST OF C/L OF BODENHAMERS
 FZ0333'DRIVEWAY, 27.0 FEET SE OF BASE OF TRIPLE TRUNK APPLE TREE, 71.4
 FZ0333'FEET SSW OF EAST END OF CONCRETE CULVERT, 81.4 FEET EAST OF
 FZ0333'TELEPHONE SERVICE POLE WITH ALUMINUM REF. TAG, AND JUNCTION BOX,
 FZ0333'73.0 FEET SSW OF STOP AHEAD SIGN POST WITH ALUMINUM REF. TAG.
 FZ0333'DISK IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0473 ***********************************************************************
 EX0473  DESIGNATION -  BODIE IS NATIONAL PARK SER TK
 EX0473  PID         -  EX0473
 EX0473  STATE/COUNTY-  NC/DARE
 EX0473  USGS QUAD   -  OREGON INLET (1983)
 EX0473
 EX0473                         *CURRENT SURVEY CONTROL
 EX0473  ___________________________________________________________________
 EX0473* NAD 83(2001)-  35 50 10.27930(N)    075 34 27.68133(W)     ADJUSTED  
 EX0473* NAVD 88     -              **(meters)            **(feet)            
 EX0473  ___________________________________________________________________
 EX0473  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EX0473  GEOID HEIGHT-         -38.94  (meters)                     GEOID03
 EX0473  HORZ ORDER  -  THIRD
 EX0473
 EX0473.The horizontal coordinates were established by classical geodetic methods
 EX0473.and adjusted by the National Geodetic Survey in August 2005.
 EX0473
 EX0473
 EX0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0473
 EX0473.The geoid height was determined by GEOID03.
 EX0473
 EX0473;                    North         East     Units Scale Factor Converg.
 EX0473;SPC NC       -   236,765.039   919,022.641   MT  0.99992450   +1 58 37.8
 EX0473;SPC NC       -   776,786.63  3,015,160.11   sFT  0.99992450   +1 58 37.8
 EX0473;UTM  18      - 3,965,931.856   448,127.547   MT  0.99963316   -0 20 10.6
 EX0473
 EX0473                          SUPERSEDED SURVEY CONTROL
 EX0473
 EX0473  NAD 83(1986)-  35 50 10.29837(N)    075 34 27.68743(W) AD(       ) 4
 EX0473  NAD 27      -  35 50 09.66502(N)    075 34 29.08232(W) AD(       ) 3
 EX0473
 EX0473.Superseded values are not recommended for survey control.
 EX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0473.See file dsdata.txt to determine how the superseded data were derived.
 EX0473
 EX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4812865932(NAD 83)
 EX0473_MARKER: 53 = ELEVATED TANK
 EX0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0473+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0473
 EX0473  HISTORY     - Date     Condition        Report By
 EX0473  HISTORY     - 1962     FIRST OBSERVED   CGS
 EX0473  HISTORY     - 1974     GOOD             NGS
 EX0473  HISTORY     - 1979     GOOD             NOS
 EX0473  HISTORY     - 20030821 GOOD             USPSQD
 EX0473
 EX0473                          STATION DESCRIPTION
 EX0473
 EX0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EX0473'THE STATION WAS APPARENTLY RECOVERED IN GOOD CONDITION.  THE
 EX0473'STATION IS A DOUBLE ELLIPSOIDAL WATER TANK SUPPORTED BY FOUR
 EX0473'CYLINDRICAL STEEL LEGS WITH A FIFTH LEG IN THE CENTER WHICH
 EX0473'HOUSES THE INTAKE AND OUTLET PIPES.  THE TANK IS PAINTED A WHITISH
 EX0473'GRAY COLOR WHICH APPEARS AS LIGHT GREEN WHEN SEEN FROM A
 EX0473'DISTANCE.
 EX0473'
 EX0473'THE CENTER LEG OF THE TANK IS 71 FEET SOUTH OF THE SOUTH TANGENT
 EX0473'OF A WHITE CYLINDRICAL STORAGE TANK, 43.4 FEET SOUTHWEST OF A
 EX0473'POWER POLE AND 31.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 EX0473'BLUE ONE STORY CINDER BLOCK BUILDING.
 EX0473'
 EX0473'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HWYS. 64, 264,
 EX0473'158 AND N.C. HWY. 12 IN SOUTH NAGS HEAD, GO SOUTH ON N.C. HWY. 12
 EX0473'FOR 7.0 MILES TO A SAND ROAD RIGHT, TURN RIGHT THROUGH A GATE AND
 EX0473'FOLLOW SAND ROAD FOR 0.7 MILE TO ITS END AND THE STATION AS
 EX0473'DESCRIBED.
 EX0473
 EX0473                          STATION RECOVERY (1979)
 EX0473
 EX0473'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 EX0473'RECOVERED AS DESCRIBED.
 EX0473
 EX0473                          STATION RECOVERY (2003)
 EX0473
 EX0473'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0475 ***********************************************************************
 EX0475  DESIGNATION -  BODIE ISLAND LIGHTHOUSE
 EX0475  PID         -  EX0475
 EX0475  STATE/COUNTY-  NC/DARE
 EX0475  USGS QUAD   -  OREGON INLET (1983)
 EX0475
 EX0475                         *CURRENT SURVEY CONTROL
 EX0475  ___________________________________________________________________
 EX0475* NAD 83(2001)-  35 49 06.79096(N)    075 33 47.88915(W)     ADJUSTED  
 EX0475* NAVD 88     -        47.3    (meters)     155.     (feet)  VERTCON   
 EX0475  ___________________________________________________________________
 EX0475  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EX0475  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0475  HORZ ORDER  -  SECOND
 EX0475
 EX0475.The horizontal coordinates were established by classical geodetic methods
 EX0475.and adjusted by the National Geodetic Survey in August 2005.
 EX0475
 EX0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0475
 EX0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0475
 EX0475.The geoid height was determined by GEOID03.
 EX0475
 EX0475;                    North         East     Units Scale Factor Converg.
 EX0475;SPC NC       -   234,844.093   920,088.364   MT  0.99992141   +1 59 00.8
 EX0475;SPC NC       -   770,484.33  3,018,656.57   sFT  0.99992141   +1 59 00.8
 EX0475;UTM  18      - 3,963,970.028   449,114.577   MT  0.99963191   -0 19 46.8
 EX0475
 EX0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0475!SPC NC       -   0.99999869  x   0.99992141  =   0.99992010
 EX0475!UTM  18      -   0.99999869  x   0.99963191  =   0.99963060
 EX0475
 EX0475:                Primary Azimuth Mark                     Grid Az
 EX0475:SPC NC       -  WANCH                                    303 40 20.8
 EX0475:UTM  18      -  WANCH                                    305 59 08.4
 EX0475
 EX0475|---------------------------------------------------------------------|
 EX0475| PID    Reference Object                     Distance      Geod. Az  |
 EX0475|                                                           dddmmss.s |
 EX0475| EX0104 WANCH                               APPROX. 9.7 KM 3053921.6 |
 EX0475|---------------------------------------------------------------------|
 EX0475
 EX0475                          SUPERSEDED SURVEY CONTROL
 EX0475
 EX0475  NAD 83(1986)-  35 49 06.80944(N)    075 33 47.89491(W) AD(       ) 2
 EX0475  NAD 27      -  35 49 06.17854(N)    075 33 49.29767(W) AD(       ) 2
 EX0475  NGVD 29 (07/19/86)   47.6    (m)          156.     (f) VERT ANG    3  
 EX0475
 EX0475.Superseded values are not recommended for survey control.
 EX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0475.See file dsdata.txt to determine how the superseded data were derived.
 EX0475
 EX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4911563970(NAD 83)
 EX0475_MARKER: 13 = LIGHTHOUSE
 EX0475_MARK LOGO: CGS   
 EX0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EX0475+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 EX0475
 EX0475  HISTORY     - Date     Condition        Report By
 EX0475  HISTORY     - 1875     FIRST OBSERVED   CGS
 EX0475  HISTORY     - 1937     GOOD             CGS
 EX0475  HISTORY     - 1950     GOOD             CGS
 EX0475  HISTORY     - 1962     GOOD             CGS
 EX0475  HISTORY     - 1962     GOOD             CGS
 EX0475  HISTORY     - 1975     GOOD             NGS
 EX0475  HISTORY     - 1979     GOOD             NOS
 EX0475  HISTORY     - 1985     GOOD             USE
 EX0475  HISTORY     - 1985     GOOD             USPSQD
 EX0475  HISTORY     - 20011227 GOOD             USPSQD
 EX0475  HISTORY     - 20021227 GOOD             USPSQD
 EX0475  HISTORY     - 20060915 GOOD             VADOT
 EX0475  HISTORY     - 20071006 GOOD             GEOCAC
 EX0475
 EX0475                          STATION DESCRIPTION
 EX0475
 EX0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EX0475'ON BODIE ISLAND.  STATION IS CENTER OF LIGHTHOUSE, WHICH IS
 EX0475'CONICAL TOWER WITH ALTERNATE WHITE AND BLACK HORIZONTAL BANDS
 EX0475'ABOVE GRANITE BASE, WITH BLACK IRONWORK HOUSING LIGHT, 156 FEET
 EX0475'ABOVE MEAN WATER LEVEL.
 EX0475
 EX0475                          STATION RECOVERY (1950)
 EX0475
 EX0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EX0475'STATION RECOVERED IN GOOD CONDITION.
 EX0475'
 EX0475'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING
 EX0475'ADDITIONS--
 EX0475'
 EX0475'LOCATED ABOUT 2.0 MILES NORTH OF THE FERRY LANDING ON NORTH
 EX0475'SIDE OF OREGON INLET.
 EX0475
 EX0475                          STATION RECOVERY (1962)
 EX0475
 EX0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 EX0475'THE STATION WAS RECOVERED AS DESCRIBED.
 EX0475'
 EX0475'THE STATION WAS OBSERVED ECCENTRIC.  THE ECCENTRIC POINT IS
 EX0475'LOCATED ON THE LOWER ONE OF TWO CAT WALKS OF THE LIGHTHOUSE,
 EX0475'OVER THE FRONT WINDOW, BETWEEN THE FOURTH AND FIFTH GUARD RAIL
 EX0475'POST FROM THE DOOR APPROACHING THE CATWALK, 2.34 FEET WEST OF
 EX0475'THE EAST EDGE OF THE CATWALK, 2.44 FEET NORTHEAST OF THE FIFTH
 EX0475'POST FROM THE DOOR, 2.61 FEET EAST-NORTHEAST OF THE WEST EDGE
 EX0475'OF THE CATWALK AND 2.81 FEET SOUTHEAST OF THE FOURTH POST
 EX0475'FROM THE DOOR.  THE ECCENTRIC POINT WAS A 1-INCH TRIANGLE
 EX0475'CHISELED IN THE CATWALK WITH A PUNCH HOLE.  THE POINT
 EX0475'OBSERVED ON AND TRAVERSED TO WAS THE SHARP POINT AT THE APEX
 EX0475'OF THE BALL IN THE CENTER OF THE ROOF OF THE LIGHTHOUSE,
 EX0475'THE DISTANCE BEING 3.003 METERS.
 EX0475
 EX0475                          STATION RECOVERY (1962)
 EX0475
 EX0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0475'APPARENTLY UNCHANGED EXCEPT FOR ELECTRIFICATION AND AUTOMATION
 EX0475'SINCE BUILT ACCORDING TO THE DATE ON GABLE OF THE ACCESSORY
 EX0475'HOUSE AT THE WESTERN FOOT OF THE LIGHTHOUSE TOWER IN 1871.
 EX0475
 EX0475                          STATION RECOVERY (1975)
 EX0475
 EX0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0475'STATION WAS RECOVERED AS STATED IN THE PREVIOUS DESCRIPTIONS AND
 EX0475'RECOVERY NOTES, IN GOOD CONDITION.
 EX0475'
 EX0475'A KEY IS NEEDED TO GET TO THE TOP OF THIS LIGHTHOUSE, KEY CAN
 EX0475'BE GOTTEN FROM THE OFFICER IN CHARGE, AT THE OREGON INLET U.S.
 EX0475'COAST GUARD STATION, LOCATED ABOUT 3.5 MILES SOUTH OF THE
 EX0475'LIGHTHOUSE ON THE SOUTH SIDE OF THE OREGON INLET AS PER SIGNS
 EX0475'COAST GUARD STATION.
 EX0475'
 EX0475'TO REACH THE STATION SITE FROM THE NORTH END OF THE CONCRETE
 EX0475'BRIDGE OVER THE OREGON INLET, GO NORTHERLY FOLLOWING STATE ROAD
 EX0475'12 FOR 2.6 MILES TO CROSSROADS, TURN LEFT AND FOLLOW THE PAVED
 EX0475'ROAD SOUTHWEST AND SOUTHERLY FOR 0.95 MILE TO THE LIGHTHOUSE
 EX0475'AND THE STATION SITE AS DESCRIBED IN THE PREVIOUS DESCRIPTIONS.
 EX0475
 EX0475                          STATION RECOVERY (1979)
 EX0475
 EX0475'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 EX0475'RECOVERED AS DESCRIBED.
 EX0475
 EX0475                          STATION RECOVERY (1985)
 EX0475
 EX0475'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 EX0475'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 EX0475
 EX0475                          STATION RECOVERY (1985)
 EX0475
 EX0475'RECOVERY NOTE BY US POWER SQUADRON 1985 (GD)
 EX0475'RECOVERED IN GOOD CONDITION.
 EX0475
 EX0475                          STATION RECOVERY (2001)
 EX0475
 EX0475'RECOVERY NOTE BY US POWER SQUADRON 2001 (CGT)
 EX0475'RECOVERED IN GOOD CONDITION.
 EX0475
 EX0475                          STATION RECOVERY (2002)
 EX0475
 EX0475'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EX0475'RECOVERED IN GOOD CONDITION.
 EX0475
 EX0475                          STATION RECOVERY (2006)
 EX0475
 EX0475'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2006 (JCA)
 EX0475'RECOVERED IN GOOD CONDITION.
 EX0475
 EX0475                          STATION RECOVERY (2007)
 EX0475
 EX0475'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 EX0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0132 ***********************************************************************
 EX0132  DESIGNATION -  BODIE ISLAND N BASE AZ MK
 EX0132  PID         -  EX0132
 EX0132  STATE/COUNTY-  NC/DARE
 EX0132  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0132
 EX0132                         *CURRENT SURVEY CONTROL
 EX0132  ___________________________________________________________________
 EX0132* NAD 83(2007)-  35 54 03.80173(N)    075 35 47.02020(W)     ADJUSTED  
 EX0132* NAVD 88     -         1.229  (meters)       4.03   (feet)  ADJUSTED  
 EX0132  ___________________________________________________________________
 EX0132  EPOCH DATE  -        2002.00
 EX0132  X           -   1,286,642.224 (meters)                     COMP
 EX0132  Y           -  -5,009,831.793 (meters)                     COMP
 EX0132  Z           -   3,719,282.093 (meters)                     COMP
 EX0132  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EX0132  ELLIP HEIGHT-         -37.714 (meters)          (01/11/08) ADJUSTED
 EX0132  GEOID HEIGHT-         -38.95  (meters)                     GEOID03
 EX0132  DYNAMIC HT  -           1.228 (meters)       4.03  (feet)  COMP
 EX0132  MODELED GRAV-     979,769.3   (mgal)                       NAVD 88
 EX0132
 EX0132  HORZ ORDER  -  FIRST
 EX0132  VERT ORDER  -  FIRST     CLASS II
 EX0132  ELLP ORDER  -  FOURTH    CLASS II
 EX0132
 EX0132.The horizontal coordinates were established by GPS observations
 EX0132.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2008.
 EX0132
 EX0132.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0132.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0132.The horizontal coordinates are valid at the epoch date displayed above.
 EX0132.The epoch date for horizontal control is a decimal equivalence
 EX0132.of Year/Month/Day.
 EX0132
 EX0132.The orthometric height was determined by differential leveling
 EX0132.and adjusted in June 1991.
 EX0132
 EX0132.Photographs are available for this station.
 EX0132
 EX0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0132
 EX0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0132
 EX0132.The ellipsoidal height was determined by GPS observations
 EX0132.and is referenced to NAD 83.
 EX0132
 EX0132.The geoid height was determined by GEOID03.
 EX0132
 EX0132.The dynamic height is computed by dividing the NAVD 88
 EX0132.geopotential number by the normal gravity value computed on the
 EX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0132.degrees latitude (g = 980.6199 gals.).
 EX0132
 EX0132.The modeled gravity was interpolated from observed gravity values.
 EX0132
 EX0132;                    North         East     Units Scale Factor Converg.
 EX0132;SPC NC       -   243,889.294   916,786.080   MT  0.99993669   +1 57 52.1
 EX0132;SPC NC       -   800,160.13  3,007,822.33   sFT  0.99993669   +1 57 52.1
 EX0132;UTM  18      - 3,973,138.464   446,181.012   MT  0.99963569   -0 20 59.0
 EX0132
 EX0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0132!SPC NC       -   1.00000592  x   0.99993669  =   0.99994261
 EX0132!UTM  18      -   1.00000592  x   0.99963569  =   0.99964161
 EX0132
 EX0132:                Primary Azimuth Mark                     Grid Az
 EX0132:SPC NC       -  NC 12 40                                 168 39 50.6
 EX0132:UTM  18      -  NC 12 40                                 170 58 41.7
 EX0132
 EX0132|---------------------------------------------------------------------|
 EX0132| PID    Reference Object                     Distance      Geod. Az  |
 EX0132|                                                           dddmmss.s |
 EX0132| DK3487 NC 12 40                            447.571 METERS 1703742.7 |
 EX0132|---------------------------------------------------------------------|
 EX0132
 EX0132                          SUPERSEDED SURVEY CONTROL
 EX0132
 EX0132  NAD 83(2001)-  35 54 03.80336(N)    075 35 47.01889(W) AD(       ) 2
 EX0132  NAD 83(1986)-  35 54 03.82248(N)    075 35 47.02674(W) AD(       ) 2
 EX0132  NAD 27      -  35 54 03.20030(N)    075 35 48.41015(W) AD(       ) 2
 EX0132  NAVD 88 (01/11/08)    1.23   (m)            4.0    (f) LEVELING    3  
 EX0132  NGVD 29 (??/??/??)    1.529  (m)            5.02   (f) ADJUSTED    1 2
 EX0132
 EX0132.Superseded values are not recommended for survey control.
 EX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0132.See file dsdata.txt to determine how the superseded data were derived.
 EX0132
 EX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4618173138(NAD 83)
 EX0132_MARKER: DZ = AZIMUTH MARK DISK
 EX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0132_STAMPING: BODIE ISLAND N BASE AZ 1849
 EX0132_MARK LOGO: CGS   
 EX0132_PROJECTION: FLUSH
 EX0132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0132+STABILITY: SURFACE MOTION
 EX0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0132+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 EX0132
 EX0132  HISTORY     - Date     Condition        Report By
 EX0132  HISTORY     - 1974     MONUMENTED       CGS
 EX0132  HISTORY     - 1963     GOOD             NGS
 EX0132  HISTORY     - 1969     GOOD             NGS
 EX0132  HISTORY     - 1981     GOOD             NGS
 EX0132  HISTORY     - 1985     GOOD             USPSQD
 EX0132  HISTORY     - 1987     GOOD             USPSQD
 EX0132  HISTORY     - 1988     GOOD             USPSQD
 EX0132  HISTORY     - 1990     GOOD             USPSQD
 EX0132  HISTORY     - 1990     GOOD             USPSQD
 EX0132  HISTORY     - 19910714 GOOD             USPSQD
 EX0132  HISTORY     - 19950411 GOOD             NCGS
 EX0132  HISTORY     - 20000620 GOOD             NCDOT
 EX0132  HISTORY     - 20060626 GOOD             GEOCAC
 EX0132
 EX0132                          STATION DESCRIPTION
 EX0132
 EX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (JWC)
 EX0132'BODIE ISLAND N. BASE AZ. IS A N. C. GEODETIC SURVEY TRAVERSE
 EX0132'STATION IN THE VICINITY OF NAGS HEAD, NORTH CAROLINA.
 EX0132'
 EX0132'BODIE ISLAND N. BASE AZ. IS LOCATED 4.2 MILES SSE OF CENTER OF
 EX0132'NAGS HEAD, AND NEAR NORTH EDGE OF CAPE HATTERAS NATIONAL PARK.  TO
 EX0132'REACH STATION FROM THE INTERSECTION OF U.S. 158 WITH NC 12 IN NAGS
 EX0132'HEAD.  PROCEED SOUTH ALONG NC 12 FOR 0.4 MILE TO STATION ON THE
 EX0132'RIGHT SHOULDER.
 EX0132'
 EX0132'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK STAMPED
 EX0132'BODIE ISLAND N. BASE AZ. 1849, SET IN THE TOP OF A CONCRETE
 EX0132'CYLINDER, THE TOP OF WHICH IS PROJECTING 1 INCH ABOVE THE GROUND.
 EX0132'
 EX0132'MARK IS 30.3 FT W OF C/L OF NC 12
 EX0132'
 EX0132'23.9 FT NW OF SPEED LIMIT SIGN WITH ALUMINUM REF. TAG
 EX0132'
 EX0132'33.8 FT E OF 6 IN PINE WITH ALUMINUM REF. TAG
 EX0132'
 EX0132'1.0 FT W OF METAL WITNESS POST
 EX0132
 EX0132                          STATION RECOVERY (1963)
 EX0132
 EX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EX0132'0.4 MI S FROM NAGS HEAD.
 EX0132'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 12 FROM ITS JUNCTION WITH
 EX0132'U.S. HIGHWAY 158, 64 AND 264 AT NAGS HEAD, 31 FEET WEST OF THE
 EX0132'CENTER LINE OF THE HIGHWAY, 139 FEET NORTH OF THE CENTER LINE OF
 EX0132'A DIM TRAIL LEADING NORTHWEST, 1.2 FEET WEST OF A METAL WITNESS
 EX0132'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 EX0132'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 EX0132
 EX0132                          STATION RECOVERY (1969)
 EX0132
 EX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1981)
 EX0132
 EX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0132'0.6 KILOMETER (0.4 MILE) SOUTH ALONG STATE HIGHWAY 12 FROM ITS
 EX0132'JUNCTION WITH U.S HIGHWAY 158 BY-PASS, 64 AND 264 IN NAGS HEAD, TO THE
 EX0132'MARK ON THE RIGHT, 9.44 METERS (31.0 FEET) WEST OF THE CENTER LINE OF
 EX0132'THE HIGHWAY, 7.31 METERS (24.0 FEET) NORTHWEST OF A HIGHWAY SIGN
 EX0132'(SPEED LIMIT 55).
 EX0132'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 EX0132'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EX0132
 EX0132                          STATION RECOVERY (1985)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1987)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1988)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1990)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1990)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1991)
 EX0132
 EX0132'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0132'RECOVERED IN GOOD CONDITION.
 EX0132
 EX0132                          STATION RECOVERY (1995)
 EX0132
 EX0132'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 EX0132'RECOVERED AS DESCRIBED. LOCATED 25.2 FT (7.7 M) NORTH-NORTHWEST OF A
 EX0132'SPEED LIMIT SIGN, AND 27.8 FT (8.5 M) EAST-NORTHEAST OF AN 8-INCH
 EX0132'PINE--BOTH WITH REFERENCE TAGS.
 EX0132
 EX0132                          STATION RECOVERY (2000)
 EX0132
 EX0132'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0132'RECOVERED AS DESCRIBED.
 EX0132
 EX0132                          STATION RECOVERY (2006)
 EX0132
 EX0132'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 EX0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0456 ***********************************************************************
 EX0456  HT_MOD      -  This is a Height Modernization Survey Station.
 EX0456  DESIGNATION -  BODIE ISLAND NORTH BASE
 EX0456  PID         -  EX0456
 EX0456  STATE/COUNTY-  NC/DARE
 EX0456  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0456
 EX0456                         *CURRENT SURVEY CONTROL
 EX0456  ___________________________________________________________________
 EX0456* NAD 83(2007)-  35 53 57.53279(N)    075 35 51.22360(W)     ADJUSTED  
 EX0456* NAVD 88     -         0.78   (meters)       2.6    (feet)  GPS OBS   
 EX0456  ___________________________________________________________________
 EX0456  EPOCH DATE  -        2002.00
 EX0456  X           -   1,286,568.214 (meters)                     COMP
 EX0456  Y           -  -5,009,967.373 (meters)                     COMP
 EX0456  Z           -   3,719,125.299 (meters)                     COMP
 EX0456  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EX0456  ELLIP HEIGHT-         -38.192 (meters)          (03/18/08) ADJUSTED
 EX0456  GEOID HEIGHT-         -38.96  (meters)                     GEOID03
 EX0456  HORZ ORDER  -  FIRST
 EX0456  ELLP ORDER  -  FOURTH    CLASS II
 EX0456
 EX0456.The horizontal coordinates were established by GPS observations
 EX0456.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2008.
 EX0456
 EX0456.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0456.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0456.The horizontal coordinates are valid at the epoch date displayed above.
 EX0456.The epoch date for horizontal control is a decimal equivalence
 EX0456.of Year/Month/Day.
 EX0456
 EX0456.The orthometric height was determined by GPS observations and a
 EX0456.high-resolution geoid model.
 EX0456.The orthometric height was determined by GPS observations and a
 EX0456.high-resolution geoid model using precise GPS observation and
 EX0456.processing techniques.
 EX0456
 EX0456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0456
 EX0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0456
 EX0456.The ellipsoidal height was determined by GPS observations
 EX0456.and is referenced to NAD 83.
 EX0456
 EX0456.The geoid height was determined by GEOID03.
 EX0456
 EX0456;                    North         East     Units Scale Factor Converg.
 EX0456;SPC NC       -   243,692.590   916,687.362   MT  0.99993634   +1 57 49.6
 EX0456;SPC NC       -   799,514.77  3,007,498.45   sFT  0.99993634   +1 57 49.6
 EX0456;UTM  18      - 3,972,945.964   446,074.463   MT  0.99963583   -0 21 01.4
 EX0456
 EX0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0456!SPC NC       -   1.00000599  x   0.99993634  =   0.99994233
 EX0456!UTM  18      -   1.00000599  x   0.99963583  =   0.99964182
 EX0456
 EX0456|---------------------------------------------------------------------|
 EX0456| PID    Reference Object                     Distance      Geod. Az  |
 EX0456|                                                           dddmmss.s |
 EX0456| EX0132 BODIE ISLAND N BASE AZ MK           220.116 METERS 02837     |
 EX0456| EX0461 ROUTE STA 917+29.2                  APPROX. 0.5 KM 0580450.0 |
 EX0456| EX0723 BODIE ISLAND N BASE RM E             33.066 METERS 06541     |
 EX0456| EX0478 BODIES ISLAND LIFE SAVING CUP       APPROX. 7.7 KM 1530336.8 |
 EX0456| EX0476 BODIE ISLAND SOUTH BASE             APPROX.10.8 KM 1562709.9 |
 EX0456| EX0473 BODIE IS NATIONAL PARK SER TK       APPROX. 7.3 KM 1632004.8 |
 EX0456| EX0725 BODIE ISLAND N BASE RM W             33.017 METERS 24548     |
 EX0456| EX0546 MANTEO MUNICIPAL TANK               APPROX. 7.0 KM 2744145.6 |
 EX0456| EX0547 MANTEO NORFOLK CAROLINA TT TWR      APPROX. 6.9 KM 2780857.9 |
 EX0456| EX0562 DARE COUNTY COURTHOUSE SPIRE        APPROX. 6.6 KM 2801200.6 |
 EX0456| EX0561 BEACON                              APPROX. 5.2 KM 2934631.0 |
 EX0456| EX0724 BODIE ISLAND N BASE RM N             24.622 METERS 33618     |
 EX0456| EX0460 NAGS HEAD LIFE SAVING STA CUP       APPROX. 3.9 KM 3434043.0 |
 EX0456| EX0459 NAGS HEAD COAST GUARD               APPROX. 3.8 KM 3451549.2 |
 EX0456|---------------------------------------------------------------------|
 EX0456
 EX0456                          SUPERSEDED SURVEY CONTROL
 EX0456
 EX0456  NAD 83(2001)-  35 53 57.53393(N)    075 35 51.22246(W) AD(       ) 2
 EX0456  NAD 83(1986)-  35 53 57.55300(N)    075 35 51.23026(W) AD(       ) 2
 EX0456  NAD 27      -  35 53 56.93198(N)    075 35 52.61294(W) AD(       ) 2
 EX0456  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG    3  
 EX0456
 EX0456.Superseded values are not recommended for survey control.
 EX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0456.See file dsdata.txt to determine how the superseded data were derived.
 EX0456
 EX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4607472946(NAD 83)
 EX0456_MARKER: B = BOLT
 EX0456_SETTING: 0 = UNSPECIFIED SETTING
 EX0456_SP_SET: BOLT SET IN GRANITE BLOCK
 EX0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0456+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 EX0456
 EX0456  HISTORY     - Date     Condition        Report By
 EX0456  HISTORY     - 1848     MONUMENTED       COASUR
 EX0456  HISTORY     - 1933     GOOD             CGS
 EX0456  HISTORY     - 1950     GOOD             CGS
 EX0456  HISTORY     - 1962     GOOD             CGS
 EX0456  HISTORY     - 1962     GOOD             CGS
 EX0456  HISTORY     - 1974     GOOD             NCGS
 EX0456  HISTORY     - 1975     GOOD             NGS
 EX0456  HISTORY     - 20000620 GOOD             NCDOT
 EX0456  HISTORY     - 20000628 GOOD             NCDOT
 EX0456  HISTORY     - 20031014 GOOD             NCGS
 EX0456  HISTORY     - 20060626 GOOD             GEOCAC
 EX0456
 EX0456                          STATION DESCRIPTION
 EX0456
 EX0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EX0456'ON BODIE ISLAND, ABOUT EAST OF CENTER OF ROANOKE ISLAND, AND
 EX0456'ABOUT 0.5 MILE SOUTHEAST OF STATE HIGHWAY 344 EAST OF BRIDGE TO
 EX0456'ROANOKE ISLAND, AND ABOUT 115 METERS (377 FEET) WEST OF BEACH
 EX0456'TELEPHONE LINE.  UNDERGROUND MARK IS COPPER NAIL IN TOP OF
 EX0456'4-INCH RED-CEDAR STAKE DRIVEN DOWN THROUGH HOLLOW GLAZED
 EX0456'STONEWARE MARKER SHAPED AS FRUSTRUM OF PYRAMID, TOP OF WHICH IS
 EX0456'3 FEET BELOW SURFACE OF GROUND, PLATFORM 5 FEET SQUARE MADE
 EX0456'OF 3-INCH PLANKS LAID CROSSWISE AND BOLTED TOGETHER, WITH
 EX0456'18-INCH DIAMETER HOLE AT CENTER, WAS PLACED WITH CENTER OF
 EX0456'HOLE OVER AND 8 INCHES ABOVE STAKE.  ON THIS IS PLACED STONE
 EX0456'MONUMENT 3.3 FEET SQUARE AND 2.8 FEET HIGH, TOP OF WHICH IS
 EX0456'FLUSH WITH GROUND AND IN TOP CENTER OF WHICH IS 0.75-INCH
 EX0456'COPPER BOLT WITH SMALL DRILL HOLE MARKING STATION CENTER.
 EX0456'OVER THIS IS PLACED CAPSTONE 3 FEET HIGH BY 1.5 FEET SQUARE,
 EX0456'TOP OF WHICH IS IN FORM OF PYRAMID ABOUT 8 INCHES HIGH,
 EX0456'MARKED AS FOLLOWS--ON NORTH FACE U.S. COAST SURVEY.  ON EAST
 EX0456'FACE 1848.  ON SOUTH FACE BASE NO.  4.  AND ON WEST FACE D.B.,
 EX0456'SUPT.  IN 1933 STATION AND TWO REFERENCE MARKS WERE RECOVERED IN
 EX0456'GOOD CONDITION.  REFERENCE MARKS, CONSISTING OF STONES 2.62 FEET
 EX0456'LONG AND 1 FOOT SQUARE WITH COPPER BOLTS SET IN THEIR TOPS
 EX0456'(COPPER BOLTS CONTAINING SMALL DRILL HOLES AND CROSS MARKS
 EX0456'AT CENTER), ARE PLACED 24.64 METERS (80.8 FEET) NORTH OF
 EX0456'STATION ON PROLONGATION OF BASE LINE, 33.10 METERS (108.6
 EX0456'FEET) EAST OF STATION, AND 34.03 METERS (111.6 FEET) WEST
 EX0456'OF STATION.
 EX0456
 EX0456                          STATION RECOVERY (1950)
 EX0456
 EX0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EX0456'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EX0456'
 EX0456'DISTANCES AND MAGNETIC DIRECTIONS TO REFERENCE MARKS FOUND TO
 EX0456'BE IN ERROR.
 EX0456'
 EX0456'CORRECTIONS ARE AS FOLLOWS--
 EX0456'
 EX0456'R.M. NORTH - 80.85 FEET (24.643 METERS)
 EX0456'
 EX0456'R.M. WEST - 108.56 FEET (33.089 METERS)
 EX0456'
 EX0456'R.M. EAST - 108.29 FEET (33.001 METERS)
 EX0456'
 EX0456'ORIGINAL DESCRIPTION INADEQUATE, A NEW DESCRIPTION FOLLOWS--
 EX0456'
 EX0456'LOCATED ON BODIE ISLAND, SOUTHWEST OF THE JUNCTION OF U.S.
 EX0456'HIGHWAY NO. 158 AND THE OREGON INLET ROAD (AT NAGS HEAD), ABOUT
 EX0456'0.5 MILES SOUTH OF U.S. HIGHWAY NO. 158, ABOUT 0.25 MILES WEST
 EX0456'OF THE OREGON INLET ROAD, 672.8 FEET NORTHWEST OF THE
 EX0456'CENTERLINE OF THE T JUNCTION OF DIRT ROADS, 379.5 FEET WEST OF
 EX0456'THE CENTERLINE OF A DIRT ROAD, ON THE HIGHEST GROUND IN THE
 EX0456'VICINITY SURROUNDED BY MARSH.  TO REACH FROM THE JUNCTION OF
 EX0456'THE OREGON INLET ROAD WITH U.S. HIGHWAY NO. 158 IN NAGS HEAD
 EX0456'FOLLOW U.S. HIGHWAY NO. 158 FOR 0.25 MILES SOUTHWEST TO A DIRT
 EX0456'ROAD LEADING SOUTH - PROCEED ON DIRT ROAD SOUTH FOR 0.5
 EX0456'MILES THENCE 379.5 FEET WEST TO THE STATION.
 EX0456
 EX0456                          STATION RECOVERY (1962)
 EX0456
 EX0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0456'RECOVERED THE STATION MARK APPARENTLY PARTLY DISTURBED AND THE
 EX0456'NORTHERLY REFERENCE MARK IN GOOD CONDITION.
 EX0456'
 EX0456'ABOUT 0.3 MILE SLY ALONG THE MAIN N-S PAVED ROAD (SIGN POST
 EX0456'NUMBERED 1001) CALLED THE HATTERAS ROAD FROM ITS INTERSECTION
 EX0456'WITH NOS. 64, 264 (TO MANTEO AND COLUMBIA) AND 158 U.S.
 EX0456'HIGHWAYS AT WHALEBONE OR THE SOUTH PART OF NAGS HEAD, THENCE
 EX0456'(WALK OR USE SAND TYPE TIRES) WLY ON HIGHER USUALLY GRASSY
 EX0456'GROUND ABOUT 150 YARDS, THENCE SLY ABOUT 300 YARDS TO THE
 EX0456'STATION, A 1-3/4 FOOT SQUARE GRANITE PYRAMIDAL-TOP POST SITTING
 EX0456'ON TOP OF A 3.3-FOOT SQUARE GRANITE BLOCK THAT IS 2.8 FEET
 EX0456'THICK ACCORDING TO THE ORIGINAL DESCRIPTION.  NOW THE GRANITE
 EX0456'BLOCK STANDS ABOUT A FOOT ABOVE THE GROUND SURFACE AND THE
 EX0456'GRANITE POST ABOUT 3 FEET HIGH ON TOP OF THIS BLOCK BUT NOT
 EX0456'CENTERED OVER THE CENTER OF THE BLOCK WHICH IS PRESUMABLY
 EX0456'THE STATION POINT.  ORIGINAL DESCRIPTION STATES THAT THE
 EX0456'3.3-FOOT SQUARE GRANITE BLOCK HAS A 0.75-INCH COPPER BOLT IN
 EX0456'ITS CENTER WITH A SMALL DRILL HOLE IN THE COPPER BOLT MARKING
 EX0456'PRECISELY THE STATION POINT.  THE TOP OF THE STONE POST IS
 EX0456'INCISED BASE NO. 4 A. D. BACHE SUPT U.S. COAST SURVEY AND 1848
 EX0456'ON THE FOUR SIDES OF THE GRANITE POST.
 EX0456'
 EX0456'A FOOT-SQUARE STONE POST WITH COPPER BOLT IN ITS CENTER IS 80.4
 EX0456'FEET FROM TOP CENTER OF THE POST OR ABOUT 80.8 FEET FROM THE
 EX0456'3.3-FOOT SQUARE GRANITE BLOCK CENTER IN MAG. BNG. N 16 DEG W
 EX0456'FROM THE STATION WAS RECOVERED PROJECTING ABOUT 0.1 FOOT ABOVE
 EX0456'GROUND.  TWO OTHER SIMILAR R.M.S DESCRIBED AS 108 PLUS FEET E
 EX0456'AND W WERE NOT RECOVERED AT THIS TIME.  MUCH CLEARING OF BRUSH
 EX0456'WOULD HAVE BEEN REQUIRED FOR EFFECTIVE SEARCH.
 EX0456
 EX0456                          STATION RECOVERY (1962)
 EX0456
 EX0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 EX0456'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD
 EX0456'CONDITION.  THE OREGON INLET ROAD HAS BEEN MOVED ABOUT 0.2 MILE
 EX0456'WEST AND THE OLD SAND ROADS ARE VERY FAINT.  A NEW DESCRIPTION
 EX0456'FOLLOWS--
 EX0456'
 EX0456'STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF U.S. HIGHWAYS 64 AND
 EX0456'264 AND ABOUT 375 FEET WEST OF SECONDARY STATE HIGHWAY 1001
 EX0456'(OREGON INLET ROAD) IN THE SOUTH SECTION OF NAGS HEAD.  THE
 EX0456'STATION MARK AND REFERENCE MARKS ARE AS DESCRIBED.
 EX0456'THERE IS A CHISELED CROSS THE FULL LENGTH AND WIDTH
 EX0456'OF THE SURFACE MARK, WHICH POINTS TO THE
 EX0456'REFERENCE MARKS AND TO BODIE SOUTH BASE.  THE MARK IS 5.3 FEET
 EX0456'SOUTHWEST OF A CGS WITNESS SIGN.
 EX0456'
 EX0456'REFERENCE MARK NORTH IS 1.3 FEET SOUTH OF A CGS WITNESS SIGN
 EX0456'AND FLUSH WITH THE GROUND.
 EX0456'
 EX0456'REFERENCE MARK EAST IS 0.7 FEET WEST OF A CGS WITNESS SIGN AND
 EX0456'FLUSH WITH THE GROUND.
 EX0456'
 EX0456'REFERENCE MARK WEST IS 1.0 FOOT EAST OF A CGS WITNESS SIGN AND
 EX0456'IS FLUSH WITH THE GROUND.
 EX0456'
 EX0456'AZIMUTH MARK IS A STANDARD DISK STAMPED BODIE NORTH BASE 1849,
 EX0456'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 EX0456'INCHES.  IT IS 39.2 FEET WEST OF THE CENTER OF THE ROAD AND 1.1
 EX0456'FEET WEST OF A CGS WITNESS SIGN.
 EX0456'
 EX0456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 EX0456'64, 264 AND 158 AND SECONDARY STATE HIGHWAY 1001 IN THE SOUTH
 EX0456'SECTION OF NAGS HEAD.  GO SOUTH ON HIGHWAY 1001 (OREGON INLET
 EX0456'ROAD) FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 EX0456'DESCRIBED.  CONTINUE ON HIGHWAY 1001 FOR 0.12 MILE TO THE END
 EX0456'OF TRUCK TRAVEL AND STATION ABOUT 375 FEET WEST ACROSS THE
 EX0456'SWAMP.  (NOTE A FOUR WHEEL DRIVE CAN BE DRIVEN TO THE STATION
 EX0456'BY TURNING OFF THE HIGHWAY AT THE AZIMUTH MARK AND FOLLOW THE
 EX0456'HIGH GROUND.)
 EX0456'
 EX0456'HEIGHT OF LIGHT ABOVE STATION MARK 7.6 METERS.
 EX0456
 EX0456                          STATION RECOVERY (1974)
 EX0456
 EX0456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EX0456'BODIE ISLAND N. BASE GOOD
 EX0456'
 EX0456'BODIE ISLAND N. BASE AZ (1849) GOOD
 EX0456'
 EX0456'RM WEST GOOD
 EX0456'
 EX0456'RM NORTH GOOD
 EX0456'
 EX0456'RM EAST GOOD
 EX0456'
 EX0456'SR 1001 IS NOW NC 12
 EX0456'
 EX0456'AZIMUTH IS 31.2 FT. WEST OF C/L OF NC 12
 EX0456'
 EX0456'AZIMUTH IS 24.0 FT. NW OF SPEED LIMIT SIGN POST WITH ALUMINUM
 EX0456'REF. TAG
 EX0456
 EX0456                          STATION RECOVERY (1975)
 EX0456
 EX0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0456'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 EX0456'CONDITION.  THIS MARK IS A COPPER BOLT EMBEDDED WITH LEAD IN
 EX0456'THE CENTER OF A 3.5 FOOT SQUARE WHITE GRANITE BLOCK THAT NOW
 EX0456'PROJECTS ABOUT 18 INCHES.  THE PYRAMID GRANITE MONUMENT THAT IS
 EX0456'MENTIONED IN THE OTHER DESCRIPTIONS WAS FOUND NOW LYING FLAT ON
 EX0456'THE GROUND ABOUT 2 FEET NORTH OF THE STATION MARK.  AN ATTEMPT
 EX0456'WAS MADE TO PUT THIS PYRAMID MONUMENT UP-RIGHT BUT IT WAS JUST
 EX0456'TOO HEAVY TO MOVE FOR ONE PERSON.
 EX0456'
 EX0456'REFERENCE MARKS, WEST, NORTH AND EAST WERE ALL RECOVERED AND
 EX0456'ALL OF THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EX0456'
 EX0456'AZIMUTH MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 EX0456'CONDITION.  MARK IS 38 FEET WEST OF THE CENTER LINE OF STATE
 EX0456'ROAD 12 AND 1 FOOT WEST OF A STEEL WITNESS POST AND SIGN.
 EX0456'
 EX0456'TO REACH THE STATION SITE FROM THE INTERSECTIONS OF U.S.
 EX0456'HIGHWAYS 158, 264, 64 AND STATE ROAD 12, LOCALLY KNOWN AS WHALE
 EX0456'JUNCTION, GO SOUTH FOLLOWING STATE ROAD 12 FOR 0.35 MILE TO THE
 EX0456'AZIMUTH MARK ON THE RIGHT.  FROM HERE THE STATION SITE WAS
 EX0456'WALKED TO BY WALKING SOUTHWESTERLY FOLLOWING AN OLD CLEARED
 EX0456'LINE OF SIGHT TO THE STATION MARK.  THIS LINE OF SIGHT HAS
 EX0456'GROWN BACK TO BRUSH ALOT BUT IT STILL CAN BE FOLLOWED.  ABOUT
 EX0456'HALF WAY TO THE STATION MARK A WATER DITCH HAS TO BE
 EX0456'CROSSED.  AT THIS TIME A LOG WAS CHOPPED AND PLACED TO MAKE
 EX0456'THE CROSSING.  I WOULD JUDGE THE DISTANCE BETWEEN THE AZIMUTH
 EX0456'MARK TO THE STATION MARK TO BE ABOUT 0.15 MILE.
 EX0456'
 EX0456'IT WOULD TAKE ABOUT A 50 FOOT TOWER TO SEE OUT FROM THE
 EX0456'STATION MARK IN ALL DIRECTIONS.
 EX0456'
 EX0456'TO SEE THE AZIMUTH MARK FROM THE STATION MARK BY USING A TRIPOD
 EX0456'THE LINE OF SIGHT WOULD HAVE TO BE CLEARED AGAIN.
 EX0456
 EX0456                          STATION RECOVERY (2000)
 EX0456
 EX0456'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0456'RECOVERED AS DESCRIBED.
 EX0456
 EX0456                          STATION RECOVERY (2000)
 EX0456
 EX0456'RECOVERY NOTE BY 
NC DOT 2000 (RMS)
 EX0456'RECOVERED IN GOOD CONDITION.
 EX0456
 EX0456                          STATION RECOVERY (2003)
 EX0456
 EX0456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EX0456'RECOVERED AS DESCRIBED.
 EX0456
 EX0456                          STATION RECOVERY (2006)
 EX0456
 EX0456'RECOVERY NOTE BY GEOCACHING 2006 (SVM)
 EX0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0476 ***********************************************************************
 EX0476  HT_MOD      -  This is a Height Modernization Survey Station.
 EX0476  DESIGNATION -  BODIE ISLAND SOUTH BASE
 EX0476  PID         -  EX0476
 EX0476  STATE/COUNTY-  NC/DARE
 EX0476  USGS QUAD   -  OREGON INLET (1983)
 EX0476
 EX0476                         *CURRENT SURVEY CONTROL
 EX0476  ___________________________________________________________________
 EX0476* NAD 83(2007)-  35 48 35.02846(N)    075 32 58.69715(W)     ADJUSTED  
 EX0476* NAVD 88     -         0.56   (meters)       1.8    (feet)  GPS OBS   
 EX0476  ___________________________________________________________________
 EX0476  EPOCH DATE  -        2002.00
 EX0476  X           -   1,292,211.082 (meters)                     COMP
 EX0476  Y           -  -5,014,527.288 (meters)                     COMP
 EX0476  Z           -   3,711,068.851 (meters)                     COMP
 EX0476  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EX0476  ELLIP HEIGHT-         -38.338 (meters)          (02/10/07) ADJUSTED
 EX0476  GEOID HEIGHT-         -38.92  (meters)                     GEOID03
 EX0476
 EX0476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EX0476  Type    PID    Designation                      North   East  Ellip
 EX0476  -------------------------------------------------------------------
 EX0476  NETWORK EX0476 BODIE ISLAND SOUTH BASE           0.47   0.37   1.71
 EX0476  -------------------------------------------------------------------
 EX0476
 EX0476.The horizontal coordinates were established by GPS observations
 EX0476.and adjusted by the National Geodetic Survey in February 2007.
 EX0476
 EX0476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EX0476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EX0476.The horizontal coordinates are valid at the epoch date displayed above.
 EX0476.The epoch date for horizontal control is a decimal equivalence
 EX0476.of Year/Month/Day.
 EX0476
 EX0476.The orthometric height was determined by GPS observations and a
 EX0476.high-resolution geoid model.
 EX0476.The orthometric height was determined by GPS observations and a
 EX0476.high-resolution geoid model using precise GPS observation and
 EX0476.processing techniques.
 EX0476
 EX0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EX0476
 EX0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0476
 EX0476.The ellipsoidal height was determined by GPS observations
 EX0476.and is referenced to NAD 83.
 EX0476
 EX0476.The geoid height was determined by GEOID03.
 EX0476
 EX0476;                    North         East     Units Scale Factor Converg.
 EX0476;SPC NC       -   233,908.634   921,356.393   MT  0.99991990   +1 59 29.2
 EX0476;SPC NC       -   767,415.24  3,022,816.77   sFT  0.99991990   +1 59 29.2
 EX0476;UTM  18      - 3,962,984.437   450,343.461   MT  0.99963038   -0 19 17.8
 EX0476
 EX0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0476!SPC NC       -   1.00000602  x   0.99991990  =   0.99992592
 EX0476!UTM  18      -   1.00000602  x   0.99963038  =   0.99963640
 EX0476
 EX0476:                Primary Azimuth Mark                     Grid Az
 EX0476:SPC NC       -  MANTEO MUNICIPAL TANK                    310 57 37.4
 EX0476:UTM  18      -  MANTEO MUNICIPAL TANK                    313 16 24.4
 EX0476
 EX0476|---------------------------------------------------------------------|
 EX0476| PID    Reference Object                     Distance      Geod. Az  |
 EX0476|                                                           dddmmss.s |
 EX0476| EX0546 MANTEO MUNICIPAL TANK               APPROX.15.4 KM 3125706.6 |
 EX0476| EX0547 MANTEO NORFOLK CAROLINA TT TWR      APPROX.15.6 KM 3142109.4 |
 EX0476| EX0473 BODIE IS NATIONAL PARK SER TK       APPROX. 3.7 KM 3224433.6 |
 EX0476|---------------------------------------------------------------------|
 EX0476
 EX0476                          SUPERSEDED SURVEY CONTROL
 EX0476
 EX0476  NAD 83(2001)-  35 48 35.02882(N)    075 32 58.69650(W) AD(       ) 1
 EX0476  ELLIP H (03/13/03)  -38.331  (m)                       GP(       ) 4 2
 EX0476  NAD 83(1986)-  35 48 35.04635(N)    075 32 58.70463(W) AD(       ) 1
 EX0476  NAD 83(1986)-  35 48 35.04707(N)    075 32 58.70145(W) AD(       ) 2
 EX0476  NAD 27      -  35 48 34.41290(N)    075 33 00.10833(W) AD(       ) 2
 EX0476  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG    3  
 EX0476
 EX0476.Superseded values are not recommended for survey control.
 EX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0476.See file dsdata.txt to determine how the superseded data were derived.
 EX0476
 EX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5034362984(NAD 83)
 EX0476_MARKER: Z = SEE DESCRIPTION
 EX0476_SETTING: 0 = UNSPECIFIED SETTING
 EX0476_SP_SET: 1-IN COPPER BOLT DRILL HOLE
 EX0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0476+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 EX0476
 EX0476  HISTORY     - Date     Condition        Report By
 EX0476  HISTORY     - 1848     MONUMENTED       COASUR
 EX0476  HISTORY     - 1937     GOOD             CGS
 EX0476  HISTORY     - 1937     GOOD             CGS
 EX0476  HISTORY     - 1962     GOOD             CGS
 EX0476  HISTORY     - 1962     GOOD             CGS
 EX0476  HISTORY     - 1974     GOOD             NGS
 EX0476  HISTORY     - 1975     GOOD             NGS
 EX0476  HISTORY     - 19811201 GOOD             NGS
 EX0476  HISTORY     - 1985     GOOD             USE
 EX0476  HISTORY     - 19960107 GOOD             NCGS
 EX0476  HISTORY     - 20000620 GOOD             NCDOT
 EX0476  HISTORY     - 20030821 GOOD             USPSQD
 EX0476  HISTORY     - 20031013 GOOD             NCGS
 EX0476
 EX0476                          STATION DESCRIPTION
 EX0476
 EX0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EX0476'NEAR THE SOUTHERLY END OF BODIE ISLAND, ABOUT 1 MILE SOUTHEAST
 EX0476'OF LIGHTHOUSE, ABOUT 0.75 MILE WEST OF ATLANTIC SHORE, 120
 EX0476'METERS (394 FEET) WEST OF TELEPHONE LINE, AND IN RANGE WITH
 EX0476'LIGHTHOUSE AND BROAD CREEK POINT.  UNDERGROUND MARK IS A COPPER
 EX0476'NAIL IN TOP OF 4-INCH RED-CEDAR STAKE DRIVEN DOWN THROUGH A
 EX0476'HOLLOW GLAZED STONEWARE MARKER SHAPED AS FRUSTRUM OF PYRAMID,
 EX0476'TOP OF WHICH IS 3 FEET BELOW SURFACE OF GROUND.  A 5 FOOT
 EX0476'SQUARE PLATFORM MADE OF 3-INCH PLANKS LAID CROSSWISE AND
 EX0476'BOLTED TOGETHER, WITH 18-INCH DIAMETER HOLE AT CENTER, WAS
 EX0476'PLACED WITH CENTER OF HOLE OVER AND 8 INCHES ABOVE THE STAKE.
 EX0476'ON THIS IS PLACED SURFACE MARK, WHICH IS SMALL DRILL HOLE IN
 EX0476'COPPER BOLT PLACED AT CENTER OF STONE MONUMENT 3.3 FEET
 EX0476'SQUARE BY 2.8 FEET HIGH.  THIS STONE IS SET ON THE PLATFORM
 EX0476'AND ITS TOP IS ABOUT FLUSH WITH SURFACE OF GROUND.  OVER
 EX0476'SURFACE MARK IS PLACED A CAPSTONE 3 FEET HIGH AND 2 FEET
 EX0476'ON EACH SIDE, WITH TOP IN THE FORM OF A PYRAMID ABOUT 8 INCHES
 EX0476'HIGH.  CAPSTONE BEARS FOLLOWING INSCRIPTIONS--ON NORTH FACE,
 EX0476'U.S. COAST SURVEY.  ON EAST FACE, 1848.  ON SOUTH FACE, BASE
 EX0476'NO. 4.  AND ON WEST FACE, A.D.B.  SUPT.  TWO SUBSIDIARY
 EX0476'STONE MONUMENTS 2.62 FEET LONG BY ABOUT 1 FOOT SQUARE WERE
 EX0476'PLACED AT THE EAST AND WEST EXTREMITIES OF KNOLL ON WHICH
 EX0476'STATION IS LOCATED AND NEARLY ON SAME LEVEL AS STATION, ON A
 EX0476'LINE NEARLY AT RIGHT ANGLES TO BASE LINE PASSING THROUGH
 EX0476'STATION.  THESE STONES ARE FLUSH WITH GROUND AND EACH HAS A
 EX0476'COPPER BOLT WITH DRILL HOLE AND CROSS LINES ON TOP.  DISTANCE FROM
 EX0476'STATION TO WEST MONUMENT IS 25.44 METERS (83.5 FEET) AND TO
 EX0476'EAST MONUMENT 21.66 METERS (71.1 FEET).  IN 1903 THE EAST
 EX0476'SUBSIDIARY STONE COULD NOT BE FOUND.  IN 1933, THE CAPSTONE WAS
 EX0476'RECOVERED AS DESCRIBED, AND IT IS PRESUMED THAT THE OTHER PARTS
 EX0476'OF STATION ARE AS DESCRIBED.  REFERENCE MARKS WERE NOT
 EX0476'RECOVERED.  BEARING FROM STATION TO BODIE ISLAND LIGHTHOUSE IS
 EX0476'N 51 DEG 35 MIN W.
 EX0476
 EX0476                          STATION RECOVERY (1937)
 EX0476
 EX0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HEF)
 EX0476'THE CAP STONE AS DESCRIBED WAS RECOVERED AND FOUND IN EXCELLENT
 EX0476'CONDITION.  THE DESCRIPTION SHOULD BE AMENDED TO READ--NEAR THE
 EX0476'SOUTHERLY END OF BODIE ISLAND, 7/8 MILE SOUTHEAST OF BODIE
 EX0476'ISLAND LIGHTHOUSE, 1/3 MILE WEST OF ATLANTIC SHORE, ABOUT 120
 EX0476'METERS WEST OF TELEPHONE LINE, AT THE JUNCTION OF THE TWO SAND
 EX0476'ROADS FROM THE INLET.
 EX0476'
 EX0476'IT IS ASSUMED THAT THE OTHER PARTS OF THE MARK ARE AS
 EX0476'DESCRIBED.  NO REFERENCE MARKS WERE FOUND.  HOWEVER, NO
 EX0476'DEFINITE SEARCH WAS MADE FOR THEM SINCE THEY ARE COVERED WITH
 EX0476'SEVERAL FEET OF SAND.
 EX0476
 EX0476                          STATION RECOVERY (1962)
 EX0476
 EX0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0476'RECOVERED THE TOPPLED AND SOME 2 OR 3 YARDS REMOVED ABOUT
 EX0476'2-FOOT SQUARE GRANITE POST ABOUT 3 FEET LONG WITH IDENTIFYING
 EX0476'INCISED LETTERING WAS FOUND SOUTHWEST OF THE STATION.  AN
 EX0476'OBJECT THAT SOUNDED AS GRANITE WHEN STRUCK WITH A SHOVEL AND
 EX0476'APPARENTLY LEVEL AND ABOUT THE DESCRIBED 3.3-FOOT SQUARE
 EX0476'DIMENSIONS WAS RECOVERED ABOUT 3 FEET S OF A STEEL WITNESS POST,
 EX0476'THAT WAS TOPPLED AND BENT, REPORTED BY ENGINEERS OF THE
 EX0476'NATIONAL PARK SERVICE AS SET RECENTLY BY MR. C.G. SIVER OF THE
 EX0476'COAST SURVEY.  UNDERSIGNED FAILED TO SHOVEL SAND AND WATER
 EX0476'FAST ENOUGH TO EVER ACTUALLY VIEW THE GRANITE BLOCK WHICH IS
 EX0476'SUPPOSEDLY THE UNDISTURBED SURFACE STATION MARK.
 EX0476'
 EX0476'ABOUT 7.8 MILES SLY ALONG NO. 1001 PAVED HIGHWAY FROM THE
 EX0476'JUNCTION OF NOS. 64, 264, AND 158 U.S. HIGHWAYS AT WHALEBONE OR
 EX0476'THE SOUTHERN PART OF THE VILLAGE OF NAGS HEAD, ABOUT 0.4 MILE N
 EX0476'ALONG THE SAID ROAD FROM OREGON INLET, ABOUT 50 YARDS E OF
 EX0476'CENTER LINE OF THE ROAD PAVEMENT, 29 FEET IN MAGNETIC BEARING S
 EX0476'80 DEG W FROM NO. 280 CREOSOTED TELEPHONE POLE, ABOUT 7 FEET
 EX0476'LOWER THAT THE ZERO IN THE POLE NUMBER, 3 FEET S OF STEEL
 EX0476'WITNESS POST, AND ABOUT 2 FEET BELOW THE PRESENT SAND SURFACE
 EX0476'OR ABOUT ONE FOOT BELOW THE WATER TABLE.
 EX0476
 EX0476                          STATION RECOVERY (1962)
 EX0476
 EX0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 EX0476'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE REFERENCE
 EX0476'STONES WERE SEARCHED FOR BUT NOT RECOVERED AND ARE BELIEVED
 EX0476'DESTROYED.  THE STATION SURFACE MARK WAS RECOVERED ABOUT 2 FEET
 EX0476'BELOW THE SURFACE OF THE GROUND.  NO NEW REFERENCE MARKS WERE
 EX0476'SET AT THIS TIME DUE TO THE GRADING TO BE DONE, BECAUSE OF THE
 EX0476'STORM DAMAGE.  A NEW DESCRIPTION FOLLOWS--
 EX0476'
 EX0476'STATION MARK IS LOCATED ABOUT 1 MILE NORTH OF OREGON INLET AND
 EX0476'7.5 MILES SOUTH OF NAGS HEAD ON BODIE ISLAND.  IT IS 137 FEET
 EX0476'EAST OF THE CENTER OF HIGHWAY 1001 (OREGON INLET ROAD), 131.4
 EX0476'FEET SOUTH OF THE CENTER OF THE COAST GUARD TELEPHONE POLE NO.
 EX0476'2795 AND 28.7 FEET WEST OF TELEPHONE POLE NO. 280 AND 1.7 FEET
 EX0476'SOUTH OF A CGS WITNESS SIGN.  THE MARK IS 3.3 FOOT SQUARE
 EX0476'STONE, 2.8 FEET HIGH WITH A CROSS IN THE CENTER OF A COPPER
 EX0476'BOLT AND ABOUT 2 FEET BELOW THE SURFACE OF THE GROUND.
 EX0476'
 EX0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64,
 EX0476'264 AND 158 IN THE SOUTH EDGE OF NAGS HEAD.  GO SOUTH ON
 EX0476'SECONDARY STATE HIGHWAY 1001 (OREGON INLET ROAD) FOR 4.85 MILES
 EX0476'TO A SIDE ROAD LEFT LEADING TO THE NATIONAL PARK SERVICE
 EX0476'GARAGE.  CONTINUE ON HIGHWAY 1001 FOR 2.7 MILES TO COAST GUARD
 EX0476'POLE NO. 280 AND STATION AS DESCRIBED.
 EX0476'
 EX0476'HEIGHT OF LIGHT ABOVE STATION MARK 7.6 METERS.
 EX0476
 EX0476                          STATION RECOVERY (1974)
 EX0476
 EX0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EX0476'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE TWO BY
 EX0476'THREE FOOT GRANITE CAPSTONE WAS FOUND LYING ABOUT FOUR FEET
 EX0476'NORTH OF THE STATION MARK.  THE STATION MARK IS 1.5 FEET BELOW
 EX0476'THE SURFACE OF THE GROUND AND IS SURROUNDED BY A SIX INCH
 EX0476'SQUARE WOODEN BOX.  THE TOP OF THE BOX IS FLUSH WITH THE GROUND.
 EX0476'
 EX0476'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF SOUTH NAGS
 EX0476'HEAD, ON BODIE ISLAND AND ON PROPERTY OWNED BY THE NATIONAL
 EX0476'PARK SERVICE, U.S. DEPT. OF INTERIOR.
 EX0476'
 EX0476'THE MARK IS 136.2 FEET EAST OF THE CENTERLINE OF N.C. HWY. 12
 EX0476'AND 1.71 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 EX0476'
 EX0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWYS. 64, 264,
 EX0476'158 AND N.C. HWY. 12 IN SOUTH NAGS HEAD, GO SOUTH ON N.C. HWY.
 EX0476'12 FOR 7.45 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 EX0476
 EX0476                          STATION RECOVERY (1975)
 EX0476
 EX0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0476'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 EX0476'CONDITION.  IT IS 193 FEET EAST OF POWER POLE 150, 137 FEET
 EX0476'EAST OF THE CENTER LINE OF STATE ROAD 12, 129 FEET SOUTHEAST OF
 EX0476'U.S.D.I. NPS., P.1.1.51 + 002 ROUND CONCRETE POST PROJECTING 18
 EX0476'INCHES, 2 FEET WEST OF A WITNESS POST, 1.5 FEET SOUTH OF ANOTHER
 EX0476'WITNESS POST.  MARK IS ABOUT 2 FEET BELOW THE SAND SURFACE AND
 EX0476'A 10 INCH SQUARE BOX WAS BUILT TO KEEP THE SAND FROM COVERING
 EX0476'THE MARK.
 EX0476'
 EX0476'TO REACH THE STATION SITE FROM THE NORTH END OF THE CONCRETE
 EX0476'BRIDGE OVER THE OREGON INLET, GO NORTHERLY FOLLOWING STATE ROAD
 EX0476'12 FOR 1.1 MILES TO THE STATION SITE ON THE RIGHT AND POWER
 EX0476'POLE 150 ON THE LEFT.
 EX0476'
 EX0476'NO ATTEMPT WAS MADE TO RECOVER THE REFERENCE MARKS.  AS STATED
 EX0476'IN THE 1962 RECOVERY NOTE THESE MARKS WERE NOT FOUND AT THAT TIME.
 EX0476
 EX0476                          STATION RECOVERY (1981)
 EX0476
 EX0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EX0476'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE CAP STONE WAS
 EX0476'ALSO RECOVERED 1.5 METERS NORTHEAST OF THE STATION.  THE EAST AND WEST
 EX0476'REFERENCE MARKS PREVIOUSLY DESCRIBED AS BEING DESTROYED, WERE ALSO
 EX0476'RECOVERED IN GOOD CONDITION AND THE DISTANCE CHECKED WITH THE 1849
 EX0476'DESCRIPTION.  THE REFERENCE MARKS WERE TIED TO THE NETWORK AT THIS
 EX0476'TIME.  A USDI MARK WAS RECOVERED ALSO.  BUT, DUE TO HEAVY RAIN, THE
 EX0476'DISTANCE COULD NOT BE MEASURED AT THIS TIME.
 EX0476' 
 EX0476'THE STATION IS LOCATED ABOUT 12.8 KILOMETERS (8 MI) SOUTH OF NAGS
 EX0476'HEAD, 1.7 KILOMETER (1.1 MI) NORTH OF THE NORTHEND OF THE BRIDGE OVER
 EX0476'THE OREGON INLET, 1.58 KILOMETERS (1 MI) SOUTHWEST OF BODIE ISLAND
 EX0476'LIGHTHOUSE AND ON THE PROPERTY OF THE US NATIONAL PARK SERVICE.
 EX0476' 
 EX0476'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 64, 264, 158
 EX0476'BUSINESS ROUTE AND STATE ROUTE 12 AT THE SOUTHEDGE, OF NAGS HEAD, GO
 EX0476'SOUTH ON STATE 12 FOR 7.2 MILES TO BENCH MARK V 104 1975 ON THE RIGHT,
 EX0476'CONTINUE SOUTH FOR 0.2 MILE TO THE STATION ON THE LEFT.
 EX0476' 
 EX0476'THE STATION IS A 1-INCH COPPER BOLT WITH A DRILLHOLE IN THE CENTER A
 EX0476'SCRIBBED CROSS THE BOLT IS SET IN THE TOP OF A STONE MONUMENT THAT IS
 EX0476'76 CM HIGH AND 1 METER SQUARE, THE TOP OF WHICH IS 60 CM BELOW THE
 EX0476'GROUND SURFACE.  IT IS LOCATED 2 FT W OF A METAL WITNESS POST, 1.5 FT
 EX0476'S OF A METAL WITNESS POST, 193 FT E OF POWER LINE POLE NO 150 WHICH
 EX0476'HAS AN ALUMINUM REFERENCE TAG, AND 137 FT E OF THE CENTERLINE OF STATE
 EX0476'12.
 EX0476' 
 EX0476'THE UNDERGROUND MARK IS DESCRIBED IN 1849 AS BEING A COPPER NAIL IN
 EX0476'THE TOP OF A 4-INCH RED CEDAR STAKE DRIVEN DOWN THROUGH A HOLLOW
 EX0476'GLAZED STONEWARE MARKER SHAPED AS A FRUSTUNI OF PYRAMID TOP OF WHICH
 EX0476'IS 3 FEET BELOW THE GROUND SURFACE.
 EX0476' 
 EX0476'REFERENCE MARK WEST, A 1-INCH COPPER BOLT WITH A DRILL HOLE IN THE
 EX0476'CENTER.  THE BOLT IS SET IN THE TOP OF A SQUARE STONE MONUMENT THAT IS
 EX0476'33 CM IN DIAMETER AND IS RECESSED 20 CM BELOW THE GROUND SURFACE.  IT
 EX0476'IS LOCATED 53 FT (16.15 M) E OF THE CENTERLINE OF STATE ROUTE 12, 110
 EX0476'FT (45.72 M) E OF POWERLINE POLE NO 150, 1 FT (0.31 M) S OF A METAL
 EX0476'WITNESS POST, AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EX0476' 
 EX0476'REFERENCE MARK EAST, A 1-INCH COPPER BOLT WITH A DRILL HOLE IN THE
 EX0476'CENTER AND A SCRIBED CROSS.  THE BOLT IS SET IN THE TOP OF A SQUARE
 EX0476'STONE MONUMENT THAT IS 33 CM IN DIAMETER AND RECESSED 60 CM BELOW THE
 EX0476'GROUND SURFACE.  IT IS LOCATED 1.1 FT (0.34 M) E OF A METAL WITNESS
 EX0476'POST, AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 EX0476' 
 EX0476'MARK IS A STANDARD USDI DISK STAMPED--P 11. 51 + 002--, SET INTO THE
 EX0476'TOP OF A ROUND CONCRETE MONUMENT 10 CM IN DIAMETER PROJECTING 50 CM
 EX0476'ABOVE THE GROUND LOCATED 36.5 FT (11.12 M) E OF THE CENTERLINE OF
 EX0476'STATE 12, AND 8 FT (2.4 M) E OF EAST EDGE OF DITCH.
 EX0476
 EX0476                          STATION RECOVERY (1985)
 EX0476
 EX0476'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 EX0476'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 EX0476
 EX0476                          STATION RECOVERY (1996)
 EX0476
 EX0476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996
 EX0476'RECOVERED AS DESCRIBED.
 EX0476
 EX0476                          STATION RECOVERY (2000)
 EX0476
 EX0476'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0476'RECOVERED AS DESCRIBED.
 EX0476
 EX0476                          STATION RECOVERY (2003)
 EX0476
 EX0476'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0476'RECOVERED IN GOOD CONDITION.
 EX0476
 EX0476                          STATION RECOVERY (2003)
 EX0476
 EX0476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EX0476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0678 ***********************************************************************
 EX0678  DESIGNATION -  BODIE ISLAND SOUTH BASE WEST RM
 EX0678  PID         -  EX0678
 EX0678  STATE/COUNTY-  NC/DARE
 EX0678  USGS QUAD   -  OREGON INLET (1983)
 EX0678
 EX0678                         *CURRENT SURVEY CONTROL
 EX0678  ___________________________________________________________________
 EX0678* NAD 83(1986)-  35 48 34.74367(N)    075 32 59.64647(W)     ADJUSTED  
 EX0678* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 EX0678  ___________________________________________________________________
 EX0678  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EX0678  GEOID HEIGHT-         -38.92  (meters)                     GEOID03
 EX0678  HORZ ORDER  -  THIRD
 EX0678
 EX0678.The horizontal coordinates were established by GPS observations
 EX0678.and adjusted by the National Geodetic Survey in March 1989.
 EX0678
 EX0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0678
 EX0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0678
 EX0678.The geoid height was determined by GEOID03.
 EX0678
 EX0678;                    North         East     Units Scale Factor Converg.
 EX0678;SPC NC       -   233,899.034   921,332.881   MT  0.99991989   +1 59 28.7
 EX0678;SPC NC       -   767,383.75  3,022,739.63   sFT  0.99991989   +1 59 28.7
 EX0678;UTM  18      - 3,962,975.797   450,319.588   MT  0.99963041   -0 19 18.3
 EX0678
 EX0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0678!SPC NC       -   1.00000604  x   0.99991989  =   0.99992593
 EX0678!UTM  18      -   1.00000604  x   0.99963041  =   0.99963645
 EX0678
 EX0678                          SUPERSEDED SURVEY CONTROL
 EX0678
 EX0678  NAD 27      -  35 48 34.12489(N)    075 33 01.04167(W) AD(       ) 3
 EX0678  NGVD 29 (03/22/89)    0.7    (m)            2.     (f) GPS OBS     3  
 EX0678
 EX0678.Superseded values are not recommended for survey control.
 EX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0678.See file dsdata.txt to determine how the superseded data were derived.
 EX0678
 EX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5032062976(NAD 83)
 EX0678_MARKER: B = BOLT
 EX0678_SETTING: 0 = UNSPECIFIED SETTING
 EX0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0678+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 EX0678
 EX0678  HISTORY     - Date     Condition        Report By
 EX0678  HISTORY     - 1848     MONUMENTED       COASUR
 EX0678  HISTORY     - 1987     GOOD             NGS
 EX0678  HISTORY     - 20000620 GOOD             NCDOT
 EX0678
 EX0678                          STATION DESCRIPTION
 EX0678
 EX0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (REP)
 EX0678'THE STATION WAS RECOVERED AT THIS DATE.
 EX0678'IN GOOD CONDITION, NO OTHER MARKS WERE SEARCHED FOR AT THIS TIME.
 EX0678'
 EX0678'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 EX0678'SOUTHEAST OF NAGS HEAD, 1.6 KM (1.0 MI) NORTH OF OREGON INLET,
 EX0678'AND ON BODIE ISLAND.
 EX0678'OWNERSHIP--NC DEPT OF TRANSP, PO BOX 25201, RALEIGH NC 27611, PH
 EX0678'919-733-7384.
 EX0678'
 EX0678'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER OREGON
 EX0678'INLET, WHICH IS ABOUT 20.9 KM (13.0 MI) SOUTHEAST OF NAGS HEAD.  GO
 EX0678'NORTHWEST ON STATE HIGHWAY 12 FOR 1.8 KM (1.1 MI) TO THE STATION ON
 EX0678'THE RIGHT.
 EX0678'
 EX0678'THE STATION IS A DRILL HOLE IN THE TOP OF A 4 CM COPPER BOLT
 EX0678'SET INTO THE TOP OF A 1.0 METER SQUARE GRANITE MONUMENT
 EX0678'RECESSED 0.5 METER BELOW GROUND.  LOCATED
 EX0678'41.8 METERS (137.0 FT) EAST FROM THE CENTER OF THE HIGHWAY,
 EX0678'0.61 METERS (2.0 FT) WEST FROM A METAL WITNESS POST AND
 EX0678'0.5 METERS (1.5 FT) SOUTH FROM A METAL WITNESS POST.
 EX0678'
 EX0678'TRIMBLE GPS SURVEY, FAA AIRPORTS, VIRGINIA, EASTERN NORTH CAROLINA,
 EX0678'1987.
 EX0678'
 EX0678'THIS STATION IS SUITABLE FOR GPS SURVEYS.
 EX0678'
 EX0678'DESCRIBED BY R.T. WOODRUFF.
 EX0678
 EX0678                          STATION RECOVERY (2000)
 EX0678
 EX0678'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0477 ***********************************************************************
 EX0477  DESIGNATION -  BODIES ISLAND CLUB HOUSE CHIM
 EX0477  PID         -  EX0477
 EX0477  STATE/COUNTY-  NC/DARE
 EX0477  USGS QUAD   -  OREGON INLET (1983)
 EX0477
 EX0477                         *CURRENT SURVEY CONTROL
 EX0477  ___________________________________________________________________
 EX0477* NAD 83(2001)-  35 48 47.02713(N)    075 33 51.64488(W)     ADJUSTED  
 EX0477* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0477  ___________________________________________________________________
 EX0477  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EX0477  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0477  HORZ ORDER  -  THIRD
 EX0477
 EX0477.The horizontal coordinates were established by classical geodetic methods
 EX0477.and adjusted by the National Geodetic Survey in August 2005.
 EX0477
 EX0477.The orthometric height was scaled from a topographic map.
 EX0477
 EX0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0477
 EX0477.The geoid height was determined by GEOID03.
 EX0477
 EX0477;                    North         East     Units Scale Factor Converg.
 EX0477;SPC NC       -   234,232.103   920,015.225   MT  0.99992047   +1 58 58.6
 EX0477;SPC NC       -   768,476.49  3,018,416.62   sFT  0.99992047   +1 58 58.6
 EX0477;UTM  18      - 3,963,361.664   449,016.824   MT  0.99963203   -0 19 48.8
 EX0477
 EX0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0477!SPC NC       -   1.00000616  x   0.99992047  =   0.99992663
 EX0477!UTM  18      -   1.00000616  x   0.99963203  =   0.99963819
 EX0477
 EX0477                          SUPERSEDED SURVEY CONTROL
 EX0477
 EX0477  NAD 83(1986)-  35 48 47.04548(N)    075 33 51.65049(W) AD(       ) 4
 EX0477  NAD 27      -  35 48 46.40000(N)    075 33 53.06000(W) AD(       ) 3
 EX0477
 EX0477.Superseded values are not recommended for survey control.
 EX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0477.See file dsdata.txt to determine how the superseded data were derived.
 EX0477
 EX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4901763362(NAD 83)
 EX0477_MARKER: 85 = CHIMNEY
 EX0477
 EX0477  HISTORY     - Date     Condition        Report By
 EX0477  HISTORY     - 1909     FIRST OBSERVED   CGS
 EX0477  HISTORY     - 1962     GOOD             CGS
 EX0477
 EX0477                          STATION DESCRIPTION
 EX0477
 EX0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0477'ABOUT ONE-HALF MILE S ALONG SAND ROAD FROM BODIE ISLAND LIGHTHOUSE
 EX0477'THERE ARE RUINS OF AN OLD HOUSE INCLUDING AN OLD CONCRETE
 EX0477'CISTERN.  THERE IS NO CHIMNEY REMAINING AND NO INDICATION OF ITS
 EX0477'LOCATION WAS DISCERNED BY THE PRESENT WRITER.  THE INDICATED
 EX0477'POSITION ON THE TRIANGULATION DIAGRAM IS AS ABOVE MENTIONED A
 EX0477'HALF-MILE S OF THE LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2611 ***********************************************************************
 AH2611  DESIGNATION -  BODY
 AH2611  PID         -  AH2611
 AH2611  STATE/COUNTY-  NC/LINCOLN
 AH2611  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2611
 AH2611                         *CURRENT SURVEY CONTROL
 AH2611  ___________________________________________________________________
 AH2611* NAD 83(2001)-  35 26 19.00479(N)    080 58 42.53298(W)     ADJUSTED  
 AH2611* NAVD 88     -       241.3    (meters)     792.     (feet)  VERTCON   
 AH2611  ___________________________________________________________________
 AH2611  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 AH2611  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AH2611  HORZ ORDER  -  SECOND
 AH2611
 AH2611.The horizontal coordinates were established by classical geodetic methods
 AH2611.and adjusted by the National Geodetic Survey in August 2005.
 AH2611
 AH2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2611
 AH2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2611
 AH2611.The geoid height was determined by GEOID03.
 AH2611
 AH2611;                    North         East     Units Scale Factor Converg.
 AH2611;SPC NC       -   189,108.132   429,992.164   MT  0.99987789   -1 08 30.9
 AH2611;SPC NC       -   620,432.26  1,410,732.62   sFT  0.99987789   -1 08 30.9
 AH2611;UTM  17      - 3,921,685.493   501,953.074   MT  0.99960005   +0 00 44.9
 AH2611
 AH2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2611!SPC NC       -   0.99996702  x   0.99987789  =   0.99984491
 AH2611!UTM  17      -   0.99996702  x   0.99960005  =   0.99956708
 AH2611
 AH2611                          SUPERSEDED SURVEY CONTROL
 AH2611
 AH2611  NAD 83(1986)-  35 26 19.01805(N)    080 58 42.54017(W) AD(       ) 2
 AH2611  NGVD 29 (08/11/98)  241.5    (m)          792.     (f) VERT ANG    3  
 AH2611
 AH2611.Superseded values are not recommended for survey control.
 AH2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2611.See file dsdata.txt to determine how the superseded data were derived.
 AH2611
 AH2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0195321685(NAD 83)
 AH2611_MARKER: DE = TRAVERSE STATION DISK
 AH2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2611_STAMPING: BODY 1985
 AH2611_MARK LOGO: NCGS  
 AH2611_PROJECTION: FLUSH
 AH2611_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2611+STABILITY: SURFACE MOTION
 AH2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2611+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AH2611
 AH2611  HISTORY     - Date     Condition        Report By
 AH2611  HISTORY     - 1985     MONUMENTED       NCGS
 AH2611  HISTORY     - 20010611 GOOD             USPSQD
 AH2611
 AH2611                          STATION DESCRIPTION
 AH2611
 AH2611'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (GWT)
 AH2611'STATION IS LOCATED ABOUT 11.4 KM (7.1 MI) SOUTH-SOUTHEAST OF DENVER,
 AH2611'AND 13.5 KM (8.4 MI) WEST-SOUTHWEST OF DAVIDSON. ALONG NC 73 FOR 1.9
 AH2611'KM (1.2 MI) SOUTHEAST FROM NC 16, OR 0.1 KM (0.1 MI) SOUTHEAST OF SR
 AH2611'1396, IN THE SHOULDER. MARK IS 1 FOOT BELOW THE HIGHWAY AND IS
 AH2611'RECESSED 4 INCHES BELOW GROUND.  LOCATED 7.62 M (25.00 FT) SOUTHWEST
 AH2611'OF THE CENTERLINE OF NC 73, 4.82 M (15.81 FT) NORTHWEST OF THE
 AH2611'CENTERLINE OF A DRIVEWAY, 2.53 M (8.30 FT) NORTH-NORTHWEST OF THE
 AH2611'NORTH END OF A CONCRETE CULVERT, 27.58 M (90.49 FT) NORTHWEST OF A
 AH2611'FIRE HYDRANT--AND 26.37 M (86.52 FT) NORTH-NORTHWEST OF A POWER POLE
 AH2611'WITH A TRANSFORMER, 29.57 M (97.01 FT) EAST-SOUTHEAST OF A POWER POLE
 AH2611'WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS.
 AH2611
 AH2611                          STATION RECOVERY (2001)
 AH2611
 AH2611'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 AH2611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6638 ***********************************************************************
 EZ6638  DESIGNATION -  BODY SHOP
 EZ6638  PID         -  EZ6638
 EZ6638  STATE/COUNTY-  NC/WAKE
 EZ6638  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6638
 EZ6638                         *CURRENT SURVEY CONTROL
 EZ6638  ___________________________________________________________________
 EZ6638* NAD 83(2001)-  35 35 57.58214(N)    078 48 04.09604(W)     ADJUSTED  
 EZ6638* NAVD 88     -       133.3    (meters)     437.     (feet)  VERTCON   
 EZ6638  ___________________________________________________________________
 EZ6638  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 EZ6638  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 EZ6638  HORZ ORDER  -  SECOND
 EZ6638
 EZ6638.The horizontal coordinates were established by classical geodetic methods
 EZ6638.and adjusted by the National Geodetic Survey in August 2005.
 EZ6638
 EZ6638.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6638
 EZ6638.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6638
 EZ6638.The geoid height was determined by GEOID03.
 EZ6638
 EZ6638;                    North         East     Units Scale Factor Converg.
 EZ6638;SPC NC       -   205,165.669   627,619.651   MT  0.99989093   +0 06 53.2
 EZ6638;SPC NC       -   673,114.37  2,059,115.47   sFT  0.99989093   +0 06 53.2
 EZ6638;UTM  17      - 3,941,735.209   699,191.722   MT  1.00008896   +1 16 49.5
 EZ6638
 EZ6638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6638!SPC NC       -   0.99998420  x   0.99989093  =   0.99987513
 EZ6638!UTM  17      -   0.99998420  x   1.00008896  =   1.00007316
 EZ6638
 EZ6638                          SUPERSEDED SURVEY CONTROL
 EZ6638
 EZ6638  NAD 83(1986)-  35 35 57.58181(N)    078 48 04.10539(W) AD(       ) 2
 EZ6638  NGVD 29 (03/10/93)  133.6    (m)          438.     (f) VERT ANG    3  
 EZ6638
 EZ6638.Superseded values are not recommended for survey control.
 EZ6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6638.See file dsdata.txt to determine how the superseded data were derived.
 EZ6638
 EZ6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9919241735(NAD 83)
 EZ6638_MARKER: DE = TRAVERSE STATION DISK
 EZ6638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6638_SP_SET: CONCRETE POST
 EZ6638_STAMPING: BODY SHOP 1983
 EZ6638_MARK LOGO: NCGS  
 EZ6638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6638+STABILITY: SURFACE MOTION
 EZ6638
 EZ6638  HISTORY     - Date     Condition        Report By
 EZ6638  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6638
 EZ6638                          STATION DESCRIPTION
 EZ6638
 EZ6638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6638'STATION IS LOCATED IN FUQUAY VARINA.
 EZ6638'ALONG NC 55 NORTH, AT THE Y INTERSECTION WITH WAKE CHAPEL ROAD, AND
 EZ6638'ACROSS THE HIGHWAY FROM TILLERY BROTHERS BODY SHOP.
 EZ6638'THE STATION IS A STANDARD NCGS DISK STAMPED---BODY SHOP 1983---, SET
 EZ6638'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED
 EZ6638'15 CM BELOW GROUND.  LOCATED 4.72 METERS (15.5 FT) SOUTHWEST FROM THE
 EZ6638'CENTERLINE OF HIGHWAY, 20.30 METERS (66.6 FT) EAST-NORTHEAST FROM THE
 EZ6638'CENTERLINE OF WAKE CHAPEL ROAD, 38.1 METERS (125 FT) SOUTHEAST OF
 EZ6638'SOUTH END OF SOUTHMOST ISLAND 12.37 METERS (40.6 FT) WEST-SOUTHWEST
 EZ6638'FROM THE NORTHWEST END OF CULVERT UNDER DIRT STREET, 11.80 METERS
 EZ6638'(38.7 FT) NORTH-NORTHWEST FROM A METAL POST OF--EAST NC 55--SIGN,
 EZ6638'17.25 METERS (56.6 FT) SOUTHEAST FROM A TELEPHONE POLE WITH REFERENCE
 EZ6638'TAG, AND 19.39 METERS (63.6 FT) WEST-NORTHWEST FROM A HYDRANT.
 EZ6638'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1572 ***********************************************************************
 EY1572  DESIGNATION -  BOEREMA
 EY1572  PID         -  EY1572
 EY1572  STATE/COUNTY-  NC/WASHINGTON
 EY1572  USGS QUAD   -  NEW LAKE NW (1985)
 EY1572
 EY1572                         *CURRENT SURVEY CONTROL
 EY1572  ___________________________________________________________________
 EY1572* NAD 83(2001)-  35 44 44.75900(N)    076 29 40.14472(W)     ADJUSTED  
 EY1572* NAVD 88     -         4.267  (meters)      14.00   (feet)  ADJUSTED  
 EY1572  ___________________________________________________________________
 EY1572  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 EY1572  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EY1572  DYNAMIC HT  -           4.264 (meters)      13.99  (feet)  COMP
 EY1572  MODELED GRAV-     979,794.1   (mgal)                       NAVD 88
 EY1572
 EY1572  HORZ ORDER  -  SECOND
 EY1572  VERT ORDER  -  SECOND    CLASS II
 EY1572
 EY1572.The horizontal coordinates were established by classical geodetic methods
 EY1572.and adjusted by the National Geodetic Survey in August 2005.
 EY1572
 EY1572.The orthometric height was determined by differential leveling
 EY1572.and adjusted in June 1991.
 EY1572
 EY1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1572
 EY1572.The geoid height was determined by GEOID03.
 EY1572
 EY1572.The dynamic height is computed by dividing the NAVD 88
 EY1572.geopotential number by the normal gravity value computed on the
 EY1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1572.degrees latitude (g = 980.6199 gals.).
 EY1572
 EY1572.The modeled gravity was interpolated from observed gravity values.
 EY1572
 EY1572;                    North         East     Units Scale Factor Converg.
 EY1572;SPC NC       -   224,253.301   836,186.047   MT  0.99990967   +1 26 46.0
 EY1572;SPC NC       -   735,737.71  2,743,387.06   sFT  0.99990967   +1 26 46.0
 EY1572;UTM  18      - 3,956,780.509   364,869.751   MT  0.99982501   -0 52 23.5
 EY1572
 EY1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1572!SPC NC       -   1.00000518  x   0.99990967  =   0.99991485
 EY1572!UTM  18      -   1.00000518  x   0.99982501  =   0.99983018
 EY1572
 EY1572:                Primary Azimuth Mark                     Grid Az
 EY1572:SPC NC       -  TIETEMA                                  294 13 16.4
 EY1572:UTM  18      -  TIETEMA                                  296 32 25.9
 EY1572
 EY1572|---------------------------------------------------------------------|
 EY1572| PID    Reference Object                     Distance      Geod. Az  |
 EY1572|                                                           dddmmss.s |
 EY1572| EY1627 TIETEMA                             APPROX. 1.5 KM 2954002.4 |
 EY1572|---------------------------------------------------------------------|
 EY1572
 EY1572                          SUPERSEDED SURVEY CONTROL
 EY1572
 EY1572  NAD 83(1986)-  35 44 44.77607(N)    076 29 40.15541(W) AD(       ) 2
 EY1572  NAD 27      -  35 44 44.18208(N)    076 29 41.39327(W) AD(       ) 2
 EY1572  NGVD 29 (07/19/86)    4.62   (m)           15.2    (f) LEVELING    3  
 EY1572
 EY1572.Superseded values are not recommended for survey control.
 EY1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1572.See file dsdata.txt to determine how the superseded data were derived.
 EY1572
 EY1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6487056781(NAD 83)
 EY1572_MARKER: DE = TRAVERSE STATION DISK
 EY1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1572_STAMPING: BOEREMA 1976
 EY1572_MARK LOGO: NCGS  
 EY1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1572+STABILITY: SURFACE MOTION
 EY1572
 EY1572  HISTORY     - Date     Condition        Report By
 EY1572  HISTORY     - 1976     MONUMENTED       NCGS
 EY1572  HISTORY     - 1976     GOOD             NCGS
 EY1572
 EY1572                          STATION DESCRIPTION
 EY1572
 EY1572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1572'BOEREMA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1572'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1572'
 EY1572'BOEREMA IS LOCATED APPROXIMATELY 10.2 MILES SSW OF CRESWELL
 EY1572'AND 11.3 MILES SOUTHEAST OF ROPER.  TO REACH STATION FROM
 EY1572'INTERSECTION OF U.S. 64 AND NC 32 WITH SR 1126 IN ROPER, PROCEED
 EY1572'SOUTHEASTERLY ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE
 EY1572'ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR 2.8
 EY1572'MILES TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR
 EY1572'1183 FOR 4.0 MILES TO INTERSECTION WITH BOEREMA ROAD (S) AND
 EY1572'STATION ON LEFT IN NORTH SHOULDER OF ROAD IN FRONT OF A ONE
 EY1572'STORY BRICK RESIDENCE, IN SOUTH EDGE OF THE YARD AND
 EY1572'BETWEEN TWO SUPPORT POSTS FOR FIVE MAIL BOXES.
 EY1572'
 EY1572'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1572'BOEREMA 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1572'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1572'
 EY1572'MARK IS 22.3 FT NNE OF C/L OF SR 1183
 EY1572'
 EY1572'27.3 FT WNW OF C/L OF DIRT DRIVEWAY LEADING TO RESIDENCE
 EY1572'
 EY1572'130.6 FT NW OF C/L INTERSECTION OF SR 1830 WITH BOEREMA RD.
 EY1572'
 EY1572'87.7 FT SSW OF CENTER OF FRONT DOOR TO RESIDENCE
 EY1572'
 EY1572'98.8 FT W OF CENTER OF TOP OF TELEPHONE PEDESTAL
 EY1572'
 EY1572'70.2 FT SSE OF PP WITH ALUMINUM REF. TAG
 EY1572'
 EY1572'2.3 FT E OF MAIL BOX POST WITH ALUMINUM REF. TAG
 EY1572'
 EY1572'4.6 FT NW OF MAIL BOX POST WITH ALUMINUM REF. TAG.
 EY1572
 EY1572                          STATION RECOVERY (1976)
 EY1572
 EY1572'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1572'10.2 MI SSW FROM CRESWELL.
 EY1572'STATION IS LOCATED APPROXIMATELY 11.3 MILES SE OF ROPER.  TO REACH
 EY1572'STATION FROM INTERSECTION OF US 64 AND NC 32 WITH SR 1126 IN ROPER,
 EY1572'PROCEED SOUTHEAST ALONG SR 1126 FOR 6.8 MILES TO SR 1183 (ENTRANCE
 EY1572'ROAD TO FIRST COLONY FARMS), THENCE SOUTH ALONG SR 1183 FOR 2.8 MILES
 EY1572'TO A BRIDGE AND INTERSECTION, CONTINUE TO RIGHT ALONG SR 1183 FOR 4.0
 EY1572'MILES TO INTERSECTION WITH BOEREMA ROAD (S) AND STATION ON LEFT IN
 EY1572'NORTH SHOULDER OF ROAD, IN FRONT OF A ONE STORY BRICK HOUSE, IN SOUTH
 EY1572'EDGE OF THE YARD AND BETWEEN TWO SUPPORT POSTS FOR FIVE MAIL BOXES.
 EY1572'22.3 FT. NNE OF CENTER LINE OF SR 1183, 27.3 FT. WNW OF CENTER LINE OF
 EY1572'DIRT DRIVEWAY LEADING TO RESIDENCE, 130.6 FT. NW OF CENTER LINE
 EY1572'INTERSECTION OF SR 1830 WITH BOEREMA ROAD, 87.7 FT. SSW OF CENTER OF
 EY1572'FRONT DOOR TO RESIDENCE, 98.8 FT. W OF CENTER OF TOP OF TELEPHONE
 EY1572'PEDESTAL, 70.2 FT. SSE OF PP WITH ALUMINUM REF. TAG, 2.3 FT. E OF MAIL
 EY1572'BOX POST WITH ALUMINUM REF. TAG AND 4.6 FT. NW OF MAIL BOX POST WITH
 EY1572'ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE CYLINDER
 EY1572'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2387 ***********************************************************************
 EA2387  DESIGNATION -  BOG
 EA2387  PID         -  EA2387
 EA2387  STATE/COUNTY-  NC/ONSLOW
 EA2387  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA2387
 EA2387                         *CURRENT SURVEY CONTROL
 EA2387  ___________________________________________________________________
 EA2387* NAD 83(2001)-  34 41 13.69392(N)    077 25 58.70740(W)     ADJUSTED  
 EA2387* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2387  ___________________________________________________________________
 EA2387  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EA2387  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA2387  HORZ ORDER  -  THIRD
 EA2387
 EA2387.The horizontal coordinates were established by classical geodetic methods
 EA2387.and adjusted by the National Geodetic Survey in August 2005.
 EA2387
 EA2387.The orthometric height was scaled from a topographic map.
 EA2387
 EA2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2387
 EA2387.The geoid height was determined by GEOID03.
 EA2387
 EA2387;                    North         East     Units Scale Factor Converg.
 EA2387;SPC NC       -   105,091.087   753,177.146   MT  0.99992081   +0 54 16.0
 EA2387;SPC NC       -   344,786.34  2,471,048.69   sFT  0.99992081   +0 54 16.0
 EA2387;UTM  18      - 3,841,042.633   277,121.565   MT  1.00021230   -1 23 06.6
 EA2387
 EA2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2387!SPC NC       -   1.00000588  x   0.99992081  =   0.99992669
 EA2387!UTM  18      -   1.00000588  x   1.00021230  =   1.00021818
 EA2387
 EA2387:                Primary Azimuth Mark                     Grid Az
 EA2387:SPC NC       -  JARMAN                                   023 00 09.7
 EA2387:UTM  18      -  JARMAN                                   025 17 32.3
 EA2387
 EA2387|---------------------------------------------------------------------|
 EA2387| PID    Reference Object                     Distance      Geod. Az  |
 EA2387|                                                           dddmmss.s |
 EA2387| EA2391 JARMAN                              APPROX. 1.3 KM 0235425.7 |
 EA2387| EA3225 BOG RM 1                             25.180 METERS 21531     |
 EA2387| EA3226 BOG RM 2                             26.610 METERS 30227     |
 EA2387|---------------------------------------------------------------------|
 EA2387
 EA2387                          SUPERSEDED SURVEY CONTROL
 EA2387
 EA2387  NAD 83(1986)-  34 41 13.70637(N)    077 25 58.71832(W) AD(       ) 3
 EA2387  NAD 27      -  34 41 13.11500(N)    077 25 59.85700(W) AD(       ) 3
 EA2387
 EA2387.Superseded values are not recommended for survey control.
 EA2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2387.See file dsdata.txt to determine how the superseded data were derived.
 EA2387
 EA2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7712241043(NAD 83)
 EA2387
 EA2387  HISTORY     - Date     Condition        Report By
 EA2387  HISTORY     - 1933     MONUMENTED       CGS
 EA2387  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2387
 EA2387                          STATION DESCRIPTION
 EA2387
 EA2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2387'STATION NOT RECOVERED.  THERE IS EVIDENCE OF CONSIDERABLE EROSION IN
 EA2387'THIS AREA, AND IT IS BELIEVED THAT THIS STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2261 ***********************************************************************
 FA2261  DESIGNATION -  BOGER
 FA2261  PID         -  FA2261
 FA2261  STATE/COUNTY-  NC/CABARRUS
 FA2261  USGS QUAD   -  CONCORD SE (1987)
 FA2261
 FA2261                         *CURRENT SURVEY CONTROL
 FA2261  ___________________________________________________________________
 FA2261* NAD 83(2001)-  35 22 10.55746(N)    080 32 57.31438(W)     ADJUSTED  
 FA2261* NAVD 88     -       198.9    (meters)     653.     (feet)  VERTCON   
 FA2261  ___________________________________________________________________
 FA2261  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 FA2261  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FA2261  HORZ ORDER  -  SECOND
 FA2261
 FA2261.The horizontal coordinates were established by classical geodetic methods
 FA2261.and adjusted by the National Geodetic Survey in August 2005.
 FA2261
 FA2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2261
 FA2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2261
 FA2261.The geoid height was determined by GEOID03.
 FA2261
 FA2261;                    North         East     Units Scale Factor Converg.
 FA2261;SPC NC       -   180,760.775   468,834.894   MT  0.99987470   -0 53 39.1
 FA2261;SPC NC       -   593,045.98  1,538,169.15   sFT  0.99987470   -0 53 39.1
 FA2261;UTM  17      - 3,914,124.704   540,945.656   MT  0.99962066   +0 15 39.3
 FA2261
 FA2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2261!SPC NC       -   0.99997354  x   0.99987470  =   0.99984824
 FA2261!UTM  17      -   0.99997354  x   0.99962066  =   0.99959421
 FA2261
 FA2261:                Primary Azimuth Mark                     Grid Az
 FA2261:SPC NC       -  HEIR                                     263 35 58.1
 FA2261:UTM  17      -  HEIR                                     262 26 39.7
 FA2261
 FA2261|---------------------------------------------------------------------|
 FA2261| PID    Reference Object                     Distance      Geod. Az  |
 FA2261|                                                           dddmmss.s |
 FA2261| FA2265 HEIR                                APPROX. 3.1 KM 2624219.0 |
 FA2261| FA2269 MAR                                 425.889 METERS 3365959.2 |
 FA2261|---------------------------------------------------------------------|
 FA2261
 FA2261                          SUPERSEDED SURVEY CONTROL
 FA2261
 FA2261  NAD 83(1986)-  35 22 10.57206(N)    080 32 57.32193(W) AD(       ) 2
 FA2261  NAD 27      -  35 22 10.06505(N)    080 32 58.07922(W) AD(       ) 2
 FA2261  NGVD 29 (07/19/86)  199.2    (m)          654.     (f) VERT ANG    3  
 FA2261
 FA2261.Superseded values are not recommended for survey control.
 FA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2261.See file dsdata.txt to determine how the superseded data were derived.
 FA2261
 FA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4094614125(NAD 83)
 FA2261_MARKER: DE = TRAVERSE STATION DISK
 FA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2261_STAMPING: BOGER 1963
 FA2261_MARK LOGO: NCGS  
 FA2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2261+STABILITY: SURFACE MOTION
 FA2261
 FA2261  HISTORY     - Date     Condition        Report By
 FA2261  HISTORY     - 1963     MONUMENTED       NCGS
 FA2261
 FA2261                          STATION DESCRIPTION
 FA2261
 FA2261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2261'BOGER IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA2261'CONCORD, NORTH CAROLINA.  STATION IS 3.4 MILES SSE OF
 FA2261'CONCORD, ON W SIDE OF U.S. 601 IN A CLEARED FIELD, 0.4 MILES
 FA2261'S OF INTERSECTION OF NC 49 AND 0.25 MILES N OF MT. HERMAN
 FA2261'LUTHERAN CHURCH (970).
 FA2261'
 FA2261'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2261'BOGER 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2261'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2261'
 FA2261'MARK IS
 FA2261'
 FA2261'139.8 FT W OF C/L OF U.S. 601
 FA2261'
 FA2261'112.9 FT SW OF 3 LEAD NAILS IN TP
 FA2261'
 FA2261'162.4 FT NW OF 3 LEAD NAILS IN TP
 FA2261'
 FA2261'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4647 ***********************************************************************
 FA4647  DESIGNATION -  BOGER
 FA4647  PID         -  FA4647
 FA4647  STATE/COUNTY-  NC/DAVIE
 FA4647  USGS QUAD   -  MOCKSVILLE (1994)
 FA4647
 FA4647                         *CURRENT SURVEY CONTROL
 FA4647  ___________________________________________________________________
 FA4647* NAD 83(2001)-  35 53 15.24298(N)    080 31 27.48434(W)     ADJUSTED  
 FA4647* NAVD 88     -       222.5    (meters)     730.     (feet)  VERTCON   
 FA4647  ___________________________________________________________________
 FA4647  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 FA4647  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA4647  HORZ ORDER  -  SECOND
 FA4647
 FA4647.The horizontal coordinates were established by classical geodetic methods
 FA4647.and adjusted by the National Geodetic Survey in August 2005.
 FA4647
 FA4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4647
 FA4647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4647
 FA4647.The geoid height was determined by GEOID03.
 FA4647
 FA4647;                    North         East     Units Scale Factor Converg.
 FA4647;SPC NC       -   238,182.692   471,984.269   MT  0.99993405   -0 52 47.2
 FA4647;SPC NC       -   781,437.72  1,548,501.72   sFT  0.99993405   -0 52 47.2
 FA4647;UTM  17      - 3,971,582.643   542,934.531   MT  0.99962271   +0 16 43.9
 FA4647
 FA4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4647!SPC NC       -   0.99997013  x   0.99993405  =   0.99990418
 FA4647!UTM  17      -   0.99997013  x   0.99962271  =   0.99959285
 FA4647
 FA4647                          SUPERSEDED SURVEY CONTROL
 FA4647
 FA4647  NAD 83(1986)-  35 53 15.25256(N)    080 31 27.48998(W) AD(       ) 2
 FA4647  NGVD 29 (02/28/92)  222.8    (m)          731.     (f) VERT ANG    3  
 FA4647
 FA4647.Superseded values are not recommended for survey control.
 FA4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4647.See file dsdata.txt to determine how the superseded data were derived.
 FA4647
 FA4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4293571583(NAD 83)
 FA4647_MARKER: DE = TRAVERSE STATION DISK
 FA4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4647_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4647+STABILITY: SURFACE MOTION
 FA4647
 FA4647  HISTORY     - Date     Condition        Report By
 FA4647  HISTORY     - 1983     MONUMENTED       NCGS
 FA4647
 FA4647                          STATION DESCRIPTION
 FA4647
 FA4647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4647'THE STATION IS LOCATED ABOUT 2.2 MI EAST OF MOCKSVILLE AND 4.5 MI
 FA4647'WEST OF FORK COMMUNITY.
 FA4647'
 FA4647'ALONG US 64 FOR 2.15 MI EAST FROM THE INTERSECTION WITH US 601 AND
 FA4647'US 158 (IN MOCKSVILLE), OR 0.55 MI WEST FROM THE INTERSECTION WITH
 FA4647'SR 1603, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION WITH A PAVED
 FA4647'DRIVE LEADING TO THE BOGER FARM.
 FA4647'
 FA4647'THE STATION IS A STANDARD NCGS DISK STAMPED---BOGER 1983---, SET
 FA4647'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4647'RECESSED 1 INCH BELOW GROUND.  LOCATED 25.0 FT SOUTH OF THE
 FA4647'CENTERLINE OF THE HIGHWAY, 24.0 FT WEST OF THE CENTERLINE OF THE
 FA4647'PAVED DRIVE, 6.0 FT NORTH OF A FENCE, 12.7 FT WEST-NORTHWEST OF A
 FA4647'4-INCH STEEL SIGN POST AT THE FENCE CORNER, 12.9 FT WEST-SOUTHWEST
 FA4647'OF THE WEST END OF A DRIVEWAY CULVERT--AND 12.2 FT NORTHWEST OF THE
 FA4647'CORNER FENCE POST, 16.8 FT EAST OF THE THIRD FENCE POST FROM THE
 FA4647'CORNER--BOTH WITH REFERENCE TAGS.
 FA4647'
 FA4647'MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4889 ***********************************************************************
 FA4889  DESIGNATION -  BOGER
 FA4889  PID         -  FA4889
 FA4889  STATE/COUNTY-  NC/LINCOLN
 FA4889  USGS QUAD   -  LINCOLNTON EAST (1993)
 FA4889
 FA4889                         *CURRENT SURVEY CONTROL
 FA4889  ___________________________________________________________________
 FA4889* NAD 83(2001)-  35 28 36.16749(N)    081 14 24.33509(W)     ADJUSTED  
 FA4889* NAVD 88     -       273.87   (+/-2cm)     898.5    (feet)  VERTCON   
 FA4889  ___________________________________________________________________
 FA4889  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FA4889  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FA4889  HORZ ORDER  -  SECOND
 FA4889  VERT ORDER  -  THIRD (See Below)
 FA4889
 FA4889.The horizontal coordinates were established by classical geodetic methods
 FA4889.and adjusted by the National Geodetic Survey in August 2005.
 FA4889
 FA4889.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4889.The vertical order pertains to the NGVD 29 superseded value.
 FA4889
 FA4889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4889
 FA4889.The geoid height was determined by GEOID03.
 FA4889
 FA4889;                    North         East     Units Scale Factor Converg.
 FA4889;SPC NC       -   193,838.406   406,341.888   MT  0.99988027   -1 17 34.5
 FA4889;SPC NC       -   635,951.50  1,333,140.01   sFT  0.99988027   -1 17 34.5
 FA4889;UTM  17      - 3,925,937.315   478,218.911   MT  0.99960585   -0 08 21.6
 FA4889
 FA4889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4889!SPC NC       -   0.99996199  x   0.99988027  =   0.99984226
 FA4889!UTM  17      -   0.99996199  x   0.99960585  =   0.99956785
 FA4889
 FA4889                          SUPERSEDED SURVEY CONTROL
 FA4889
 FA4889  NAD 83(1986)-  35 28 36.17789(N)    081 14 24.33793(W) AD(       ) 2
 FA4889  NGVD 29 (09/01/92)  274.09   (m)          899.2    (f) LEVELING    3  
 FA4889
 FA4889.Superseded values are not recommended for survey control.
 FA4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4889.See file dsdata.txt to determine how the superseded data were derived.
 FA4889
 FA4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7821925937(NAD 83)
 FA4889_MARKER: DE = TRAVERSE STATION DISK
 FA4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4889_SP_SET: CONCRETE POST
 FA4889_STAMPING: BOGER 1983
 FA4889_MARK LOGO: NCGS  
 FA4889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4889+STABILITY: SURFACE MOTION
 FA4889
 FA4889  HISTORY     - Date     Condition        Report By
 FA4889  HISTORY     - 1983     MONUMENTED       NCGS
 FA4889  HISTORY     - 19960316 GOOD             USPSQD
 FA4889  HISTORY     - 19990313 GOOD             USPSQD
 FA4889  HISTORY     - 20060910 MARK NOT FOUND   USPSQD
 FA4889
 FA4889                          STATION DESCRIPTION
 FA4889
 FA4889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4889'STATION IS LOCATED IN EAST LINCOLNTON.
 FA4889'AT THE INTERSECTION OF US 321 AND NC 27, IN THE NORTHEAST QUADRANT.
 FA4889'MARK IS FLUSH WITH GROUND.  LOCATED 11.58 M (37.99 FT) EAST-NORTHEAST
 FA4889'OF THE CENTERLINE OF US 321, 5.52 M (18.11 FT) SOUTH-SOUTHWEST OF A
 FA4889'DOT RIGHT-OF-WAY MONUMENT, 6.74 M (22.11 FT) WEST-NORTHWEST OF A FIRE
 FA4889'HYDRANT--AND 20.21 M (66.31 FT) NORTH-NORTHWEST OF A POWER POLE WITH
 FA4889'A TRANSFORMER, 27.95 M (91.70 FT) SOUTH OF A POWER POLE--BOTH WITH
 FA4889'REFERENCE TAGS.
 FA4889
 FA4889                          STATION RECOVERY (1996)
 FA4889
 FA4889'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4889'RECOVERED IN GOOD CONDITION.
 FA4889
 FA4889                          STATION RECOVERY (1999)
 FA4889
 FA4889'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4889'RECOVERED IN GOOD CONDITION.
 FA4889
 FA4889                          STATION RECOVERY (2006)
 FA4889
 FA4889'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 FA4889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3038 ***********************************************************************
 EY3038  DESIGNATION -  BOGUE
 EY3038  PID         -  EY3038
 EY3038  STATE/COUNTY-  NC/WAYNE
 EY3038  USGS QUAD   -  FREMONT (1978)
 EY3038
 EY3038                         *CURRENT SURVEY CONTROL
 EY3038  ___________________________________________________________________
 EY3038* NAD 83(2001)-  35 32 06.81592(N)    077 57 23.89615(W)     ADJUSTED  
 EY3038* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 EY3038  ___________________________________________________________________
 EY3038  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 EY3038  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 EY3038  HORZ ORDER  -  SECOND
 EY3038
 EY3038.The horizontal coordinates were established by classical geodetic methods
 EY3038.and adjusted by the National Geodetic Survey in August 2005.
 EY3038
 EY3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3038
 EY3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3038
 EY3038.The geoid height was determined by GEOID03.
 EY3038
 EY3038;                    North         East     Units Scale Factor Converg.
 EY3038;SPC NC       -   198,533.462   704,210.844   MT  0.99988479   +0 36 07.9
 EY3038;SPC NC       -   651,355.20  2,310,398.41   sFT  0.99988479   +0 36 07.9
 EY3038;UTM  18      - 3,936,422.323   231,931.561   MT  1.00048565   -1 43 10.0
 EY3038;UTM  17      - 3,936,661.902   775,933.828   MT  1.00053839   +1 46 11.7
 EY3038
 EY3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3038!SPC NC       -   0.99999882  x   0.99988479  =   0.99988361
 EY3038!UTM  18      -   0.99999882  x   1.00048565  =   1.00048447
 EY3038!UTM  17      -   0.99999882  x   1.00053839  =   1.00053721
 EY3038
 EY3038|---------------------------------------------------------------------|
 EY3038| PID    Reference Object                     Distance      Geod. Az  |
 EY3038|                                                           dddmmss.s |
 EY3038| EY3037 FRANK                               384.782 METERS 11941     |
 EY3038| EY3039 WILSON JOYNER                       395.551 METERS 28325     |
 EY3038|---------------------------------------------------------------------|
 EY3038
 EY3038                          SUPERSEDED SURVEY CONTROL
 EY3038
 EY3038  NAD 83(1986)-  35 32 06.82409(N)    077 57 23.90495(W) AD(       ) 2
 EY3038  NAD 27      -  35 32 06.24649(N)    077 57 24.95772(W) AD(       ) 2
 EY3038  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG    3  
 EY3038
 EY3038.Superseded values are not recommended for survey control.
 EY3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3038.See file dsdata.txt to determine how the superseded data were derived.
 EY3038
 EY3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3193236422(NAD 83)
 EY3038_MARKER: DE = TRAVERSE STATION DISK
 EY3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3038+STABILITY: SURFACE MOTION
 EY3038
 EY3038  HISTORY     - Date     Condition        Report By
 EY3038  HISTORY     - 1975     MONUMENTED       NCGS
 EY3038  HISTORY     - 1987     GOOD             USPSQD
 EY3038
 EY3038                          STATION DESCRIPTION
 EY3038
 EY3038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY3038'BOGUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3038'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EY3038'
 EY3038'BOGUE IS LOCATED APPROXIMATELY 1.2 MILES ESE OF FREMONT.  TO
 EY3038'REACH STATION FROM SOUTHERNMOST INTERSECTION OF U.S. 117 WITH
 EY3038'NC 222 IN FREMONT, PROCEED EASTERLY ALONG NC 222 FOR 1.25 MILES
 EY3038'TO SR 1540 (W) AND STATION ON LEFT OF THE Y JUNCTION, IN THE EDGE
 EY3038'OF A YARD, BETWEEN A LOW BRICK WALL AND GRAVELED DRIVEWAY LEADING
 EY3038'NORTH TO THE TWO STORY WHITE FRAME HOUSE OF MRS. B. F. BOGUE.
 EY3038'
 EY3038'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3038'BOGUE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3038'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY3038'
 EY3038'MARK IS 29.5 FT NNE OF C/L OF NC 222
 EY3038'
 EY3038'52.5 FT NNW OF C/L OF Y INTERSECTION
 EY3038'
 EY3038'6.8 FT ESE OF C/L OF DRIVEWAY TO BOGUE RESIDENCE
 EY3038'
 EY3038'3.0 FT WNW OF LOW BRICK WALL
 EY3038'
 EY3038'49.4 FT WSW OF CENTER OF FRONT DOOR TO BOGUE RESIDENCE
 EY3038'
 EY3038'105.3 FT ENE OF TP 17 WITH PEDESTAL AND WITH ALUMINUM REF. TAG
 EY3038
 EY3038                          STATION RECOVERY (1987)
 EY3038
 EY3038'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY3038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4733 ***********************************************************************
 DH4733  DESIGNATION -  BOGUE 2
 DH4733  PID         -  DH4733
 DH4733  STATE/COUNTY-  NC/COLUMBUS
 DH4733  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 DH4733
 DH4733                         *CURRENT SURVEY CONTROL
 DH4733  ___________________________________________________________________
 DH4733* NAD 83(2007)-  34 17 33.11592(N)    078 35 54.30378(W)     ADJUSTED  
 DH4733* NAVD 88     -        18.8    (meters)      62.     (feet)  GPS OBS   
 DH4733  ___________________________________________________________________
 DH4733  EPOCH DATE  -        2002.00
 DH4733  X           -   1,042,791.410 (meters)                     COMP
 DH4733  Y           -  -5,170,932.094 (meters)                     COMP
 DH4733  Z           -   3,573,292.579 (meters)                     COMP
 DH4733  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DH4733  ELLIP HEIGHT-         -16.160 (meters)          (02/10/07) ADJUSTED
 DH4733  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 DH4733
 DH4733  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4733  Type    PID    Designation                      North   East  Ellip
 DH4733  -------------------------------------------------------------------
 DH4733  NETWORK DH4733 BOGUE 2                           0.59   0.67   1.88
 DH4733  -------------------------------------------------------------------
 DH4733
 DH4733.The horizontal coordinates were established by GPS observations
 DH4733.and adjusted by the National Geodetic Survey in February 2007.
 DH4733
 DH4733.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4733.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4733.The horizontal coordinates are valid at the epoch date displayed above.
 DH4733.The epoch date for horizontal control is a decimal equivalence
 DH4733.of Year/Month/Day.
 DH4733
 DH4733.The orthometric height was determined by GPS observations and a
 DH4733.high-resolution geoid model.
 DH4733
 DH4733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4733
 DH4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4733
 DH4733.The ellipsoidal height was determined by GPS observations
 DH4733.and is referenced to NAD 83.
 DH4733
 DH4733.The geoid height was determined by GEOID03.
 DH4733
 DH4733;                    North         East     Units Scale Factor Converg.
 DH4733;SPC NC       -    60,260.260   646,573.979   MT  1.00001155   +0 13 54.4
 DH4733;SPC NC       -   197,703.87  2,121,301.46   sFT  1.00001155   +0 13 54.4
 DH4733;UTM  17      - 3,797,203.110   721,041.601   MT  1.00020230   +1 21 13.1
 DH4733
 DH4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4733!SPC NC       -   1.00000254  x   1.00001155  =   1.00001409
 DH4733!UTM  17      -   1.00000254  x   1.00020230  =   1.00020484
 DH4733
 DH4733                          SUPERSEDED SURVEY CONTROL
 DH4733
 DH4733  NAD 83(1986)-  34 17 33.12189(N)    078 35 54.31067(W) AD(       ) 1
 DH4733  NAD 83(2001)-  34 17 33.11600(N)    078 35 54.30326(W) AD(       ) 1
 DH4733  ELLIP H (05/12/05)  -16.164  (m)                       GP(       ) 4 1
 DH4733
 DH4733.Superseded values are not recommended for survey control.
 DH4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4733.See file dsdata.txt to determine how the superseded data were derived.
 DH4733
 DH4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2104297203(NAD 83)
 DH4733_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4733_STAMPING: BOGUE 2 1980
 DH4733_MARK LOGO: NGS   
 DH4733_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4733+STABILITY: SURFACE MOTION
 DH4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4733+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 DH4733
 DH4733  HISTORY     - Date     Condition        Report By
 DH4733  HISTORY     - 1980     MONUMENTED       NGS
 DH4733  HISTORY     - 19800416 GOOD             NGS
 DH4733  HISTORY     - 20050304 GOOD             NCGS
 DH4733
 DH4733                          STATION DESCRIPTION
 DH4733
 DH4733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH4733'THE STATION IS ABOUT 8 MILES (12.9 KM) EAST-SOUTHEAST OF WHITEVILLE, 2
 DH4733'MILES (3.2 KM) SOUTH OF HALLSBORO AND ON PROPERTY OWNED BY MR L.M
 DH4733'PIERCE.  THIS STATION REPLACES STATION BOGUE 1942 WHICH WILL BE
 DH4733'DESTROYED BY ROAD IMPROVEMENT.  STATION LEFT ENTACT.  REFERENCE MARK 5
 DH4733'SET.  TO REACH THE STATION FROM THE HALLSBORO POST OFFICE, GO EAST ON
 DH4733'U.S HIGHWAY 76 AND 74 FOR 0.05 MILE, (0.08 KM) TURN RIGHT AND GO SOUTH
 DH4733'ON SECONDARY ROAD 1001 FOR 1.9 MILES (3.1 KM) TO THE PIERCE HOUSE AND
 DH4733'THE AZIMUTH MARK ON THE LEFT IN THE FRONT LAWN.  CONTINUE SOUTH ON SR
 DH4733'1001 FOR 0.15 MILE (0.24 KM) TO SR 1908 AND THE STATION ON THE LEFT.
 DH4733' 
 DH4733'STATION MARKS ARE STANDARD DISKS STAMPED---BOGUE 2 1980---, THE
 DH4733'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 DH4733'MONUMENT THAT IS RECESSED 4 INCHES BELOW THE GROUND SURFACE.  THE
 DH4733'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 3.8
 DH4733'FT (1.2 M) BELOW THE GROUND SURFACE.  THEY ARE 105.3 FT (32.1 M)
 DH4733'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 4612, WITH AN ALUMINUM
 DH4733'REFERENCE TAG, 39.7 FT (12.1 M) EAST OF THE CENETRLINE OF SR 1001,
 DH4733'22.9 FT (7.0 M) SOUTHWEST OF A 12-INCH PINE TREE WITH AN ALUMINUM
 DH4733'REFERENCE TAG, 11.5 FT (3.5 M) NORTHWEST OF A 14-INCH PINE TREE WITH A
 DH4733'REFERENCE TAG, 16.3 FT (5.0 M) SOUTHEAST OF A ROAD RIGHT-OF-WAY MARKER
 DH4733'AND 1 FOOT (0.3 M) NORTH OF A METAL WITNESS POST.
 DH4733' 
 DH4733'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BOGUE 1942 NO 3 1968---,
 DH4733'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DH4733'FLUSH WITH THE GROUND.  IT IS 49.3 FT (15.0 M) NORTH OF A METAL
 DH4733'WITNESS POST, 44.2 FT (13.5 M) EAST OF THE CENTERLINE OF SR 1001, 24.3
 DH4733'FT (7.4 M) NORTH-NORTHWEST OF A 10-INCH AOK TREE WITH A REFERENCE TAG,
 DH4733'15.9 FT (4.8 M) NORTHEAST OF A ROAD RIGHT-OF-WAY MARKER.
 DH4733' 
 DH4733'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BOGUE 1942 NO 4 1968---,
 DH4733'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DH4733'FLUSH WITH THE GROUND.  THE ARROW IS POINTING ABOUT 90 DEGREES
 DH4733'CLOCKWISE FROM BOGUE 2.  IT IS 83.5 FT (25.5 M) EAST OF THE CENTER OF
 DH4733'SR 1001, 46 FT (14.0 M) SOUTHEAST OF THE WITNESS POST, 38 FT (11.6 M)
 DH4733'NORTH OF THE CENTER OF SR 1908, A DIRT ROAD, 7.9 FT (2.4 M) SOUTH OF A
 DH4733'5-INCH OAK TREE WITH A REFERENCE TAG AND 7 FT (2.1 M) NORTH-NORTHEAST
 DH4733'OF A ROAD RIGH-OF-WAY MARKER.
 DH4733' 
 DH4733'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---BOGUE 2 NO 5 1980---,
 DH4733'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DH4733'FLUSH WITH THE GROUND.  IT IS 121.3 FT (37.0 M) NORTHEAST OF A
 DH4733'POWERLINE POLE NUMBER 4612 WITH A REFERENCE TAG, 53 FT (16.2 M) EAST
 DH4733'OF THE CENTERLINE OF SR 1001, 50.9 FT (15.5 M) SOUTHEAST OF A ROAD
 DH4733'RIGHT-OF-WAY MARKER AND 5.7 FT (1.7 M) SOUTHWEST OF A TWIN-TRUNK
 DH4733'28-INCH OAK TREE WITH A REFERENCE TAG.
 DH4733' 
 DH4733'BENCH MARK IS A STANDARD DISK STAMPED---M 266 RESET 1968---, SET IN
 DH4733'THE TOP OF A 10-INCH SQUARE CONCRETE POST AND SERVES AS AN AZIMUTH
 DH4733'MARK.  IT IS 90 FT (27.4 M) SOUITH OF A POWERLINE POLE WITH A
 DH4733'TRANSFORMER, 72 FT (21.9 M) NORTH OF THE CENTER OF THE SOUTH, DIRT,
 DH4733'DRIVEWAY, 34 FT (10.4 M) EAST OF THE CENTERLINE OF SR 1001 AND 32 FT
 DH4733'(9.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 DH4733
 DH4733                          STATION RECOVERY (2005)
 DH4733
 DH4733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (TFC)
 DH4733'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF HALLSBORO AND 8 MI
 DH4733'(12.9 KM) EAST OF WHITEVILLE. TO REACH FROM THE POST OFFICE IN
 DH4733'HALLSBORO, PROCEED EAST ALONG NC 214 FOR 0.05 MI, THENCE SOUTH ALONG
 DH4733'SR 1001 FOR 2.1 MI (3.4 KM) TO SR 1908 AND THE STATION IN THE
 DH4733'SOUTHEAST QUADRANT OF INTERSECTION. STATION MARK IS RECESSED 4-INCHES
 DH4733'BELOW GROUND. LOCATED 39.0 FT (11.9 M) EAST OF CENTERLINE OF SR 1001,
 DH4733'16.3 FT (5.0 M) SOUTH-SOUTHEAST OF RIGHT OF WAY MARKER, 2 FT (0.6 M)
 DH4733'NORTH OF A WITNESS POST, ALSO -- 150.3 FT (45.8 M) NORTH-NORTHEAST OF
 DH4733'POWER POLE 4612 AND 11.5 FT (3.5 M) NORTHWEST OF A 14-INCH PINE---BOTH
 DH4733'WITH REFERENCE TAGS. BOGUE REFERENCE MARK NO 3 1968 IS FLUSH WITH THE
 DH4733'GROUND, 49.3 FT (15.0 M) NORTH OF WITNESS POST, 44.2 FT (13.5 M) EAST
 DH4733'OF CENTERLINE OF SR 1001, 15.9 FT (4.8 M) EAST OF A RIGHT OF WAY
 DH4733'MARKER, ALSO ---124.0 FT SOUTH OF POWER POLE AND 24.3 FT (7.4 M)
 DH4733'NORTH-NORTHWEST OF A 10-INCH OAK ---BOTH WITH REFERENCE TAGS. BOGUE
 DH4733'REFERENCE MARK NO 4 1968 IS FLUSH WITH THE GROUND (NOTE THAT THE ARROW
 DH4733'IS POINTED ABOUT 90 DEGREES OFF FROM THE DIRECTION OF THE NEW
 DH4733'STATION), LOCATED 83.5 FT (25.5 M) EAST OF THE CENTERLINE OF SR 1001,
 DH4733'38 FT (11.6 M) NORTH OF THE CENTERLINE OF SR 1908, 46.0 FT (14.0 M)
 DH4733'SOUTHEAST OF THE WITNESS POST, 7 FT (2.1 M) NORTH-NORTHEAST OF A RIGHT
 DH4733'OF WAY MARKER, AND 7.9 FT (2.4 M) SOUTH OF A 5-INCH OAK WITH REFERENCE
 DH4733'TAG. BOGUE 2 REFERENCE MARK NO 5 1980 IS 1-INCH BELOW THE GROUND, 53
 DH4733'FT (16.2 M) EAST OF CENTERLINE OF SR 1001, 50.9 FT (15.5 M) SOUTHEAST
 DH4733'OF A RIGHT OF WAY MARKER, ALSO ---121.3 FTNORTHEAST OF POWER POLE 4612
 DH4733'AND 5.7 FT (1.7 M) SOUTHWEST OF A TWIN TRUNK OAK TREE---BOTH WITH
 DH4733'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2171 ***********************************************************************
 EA2171  DESIGNATION -  BOGUE INLET CG S FLAGPOLE
 EA2171  PID         -  EA2171
 EA2171  STATE/COUNTY-  NC/CARTERET
 EA2171  USGS QUAD   -  SWANSBORO (1994)
 EA2171
 EA2171                         *CURRENT SURVEY CONTROL
 EA2171  ___________________________________________________________________
 EA2171* NAD 83(2001)-  34 38 50.58124(N)    077 05 45.15219(W)     ADJUSTED  
 EA2171* NAVD 88     -              **(meters)            **(feet)            
 EA2171  ___________________________________________________________________
 EA2171  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 EA2171  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2171  HORZ ORDER  -  THIRD
 EA2171
 EA2171.The horizontal coordinates were established by classical geodetic methods
 EA2171.and adjusted by the National Geodetic Survey in August 2005.
 EA2171
 EA2171
 EA2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2171
 EA2171.The geoid height was determined by GEOID03.
 EA2171
 EA2171;                    North         East     Units Scale Factor Converg.
 EA2171;SPC NC       -   101,222.182   784,144.333   MT  0.99992783   +1 05 56.4
 EA2171;SPC NC       -   332,093.11  2,572,646.87   sFT  0.99992783   +1 05 56.4
 EA2171;UTM  18      - 3,835,938.267   307,915.793   MT  1.00005479   -1 11 30.9
 EA2171
 EA2171                          SUPERSEDED SURVEY CONTROL
 EA2171
 EA2171  NAD 83(1986)-  34 38 50.59342(N)    077 05 45.16367(W) AD(       ) 4
 EA2171  NAD 27      -  34 38 50.00800(N)    077 05 46.34300(W) AD(       ) 3
 EA2171
 EA2171.Superseded values are not recommended for survey control.
 EA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2171.See file dsdata.txt to determine how the superseded data were derived.
 EA2171
 EA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0791635938(NAD 83)
 EA2171_MARKER: 62 = FLAGPOLE
 EA2171
 EA2171  HISTORY     - Date     Condition        Report By
 EA2171  HISTORY     - 1927     FIRST OBSERVED   CGS
 EA2171  HISTORY     - 1946     GOOD             CGS
 EA2171  HISTORY     - 1950     GOOD             CGS
 EA2171  HISTORY     - 1965     GOOD             CGS
 EA2171
 EA2171                          STATION DESCRIPTION
 EA2171
 EA2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2171'STATION IS THE CENTER OF THE FLAGPOLE ON THE STEEL FLAG TOWER
 EA2171'AT BOGUE INLET, ABOUT 20 METERS E OF THE COAST GUARD STATION.  THE
 EA2171'FLAGPOLE AS SHOWN IN PREVIOUS TRIANGULATION HAS BEEN TORN DOWN.
 EA2171
 EA2171                          STATION RECOVERY (1946)
 EA2171
 EA2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA2171'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED EXCEPT FOR THE
 EA2171'FOLLOWING ADDITIONAL CHANGE--
 EA2171'
 EA2171'THE SWANSBORO LIFEBOAT STATION, A GROUP OF FOUR BUILDINGS,
 EA2171'WAS BUILT IN 1941 JUST NORTH OF THE STATION.  COAST GUARD
 EA2171'PERSONNEL CLAIM THE FLAGPOLE IS THE SAME AS THE ONE USED AS
 EA2171'A STATION IN 1927.
 EA2171
 EA2171                          STATION RECOVERY (1950)
 EA2171
 EA2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2171'STATION RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 EA2171'
 EA2171'STATION IS LOCATED AT BOGUE INLET COAST GUARD STATION,
 EA2171'APPROXIMATELY MIDWAY BETWEEN THE BOAT STORAGE HOUSE AND THE LOOKOUT
 EA2171'TOWER.  IT IS THE FLAGPOLE ATOP A STEEL SKELETON TOWER, WITH AN
 EA2171'OVER-ALL HEIGHT OF APPROXIMATELY 65 FEET.
 EA2171
 EA2171                          STATION RECOVERY (1965)
 EA2171
 EA2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2171'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EA2171'
 EA2171'THE RECOVERY NOTE IN 1950 IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2172 ***********************************************************************
 EA2172  DESIGNATION -  BOGUE INLET LIGHT 7
 EA2172  PID         -  EA2172
 EA2172  STATE/COUNTY-  NC/ONSLOW
 EA2172  USGS QUAD   -  SWANSBORO (1994)
 EA2172
 EA2172                         *CURRENT SURVEY CONTROL
 EA2172  ___________________________________________________________________
 EA2172* NAD 83(2001)-  34 39 25.44836(N)    077 06 21.80538(W)     ADJUSTED  
 EA2172* NAVD 88     -              **(meters)            **(feet)            
 EA2172  ___________________________________________________________________
 EA2172  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EA2172  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2172  HORZ ORDER  -  THIRD
 EA2172
 EA2172.The horizontal coordinates were established by classical geodetic methods
 EA2172.and adjusted by the National Geodetic Survey in August 2005.
 EA2172
 EA2172
 EA2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2172
 EA2172.The geoid height was determined by GEOID03.
 EA2172
 EA2172;                    North         East     Units Scale Factor Converg.
 EA2172;SPC NC       -   102,278.486   783,190.661   MT  0.99992608   +1 05 35.3
 EA2172;SPC NC       -   335,558.67  2,569,518.03   sFT  0.99992608   +1 05 35.3
 EA2172;UTM  18      - 3,837,031.993   307,004.991   MT  1.00005911   -1 11 52.8
 EA2172
 EA2172                          SUPERSEDED SURVEY CONTROL
 EA2172
 EA2172  NAD 83(1986)-  34 39 25.46063(N)    077 06 21.81686(W) AD(       ) 4
 EA2172  NAD 27      -  34 39 24.87599(N)    077 06 22.99800(W) AD(       ) 3
 EA2172
 EA2172.Superseded values are not recommended for survey control.
 EA2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2172.See file dsdata.txt to determine how the superseded data were derived.
 EA2172
 EA2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0700537032(NAD 83)
 EA2172_MARKER: 14 = NAVIGATION LIGHT
 EA2172
 EA2172  HISTORY     - Date     Condition        Report By
 EA2172  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2172
 EA2172                          STATION DESCRIPTION
 EA2172
 EA2172'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2173 ***********************************************************************
 EA2173  DESIGNATION -  BOGUE INLET US COAST GUARD TWR
 EA2173  PID         -  EA2173
 EA2173  STATE/COUNTY-  NC/CARTERET
 EA2173  USGS QUAD   -  SWANSBORO (1994)
 EA2173
 EA2173                         *CURRENT SURVEY CONTROL
 EA2173  ___________________________________________________________________
 EA2173* NAD 83(2001)-  34 38 50.98997(N)    077 05 45.55997(W)     ADJUSTED  
 EA2173* NAVD 88     -              **(meters)            **(feet)            
 EA2173  ___________________________________________________________________
 EA2173  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EA2173  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2173  HORZ ORDER  -  THIRD
 EA2173
 EA2173.The horizontal coordinates were established by classical geodetic methods
 EA2173.and adjusted by the National Geodetic Survey in August 2005.
 EA2173
 EA2173
 EA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2173
 EA2173.The geoid height was determined by GEOID03.
 EA2173
 EA2173;                    North         East     Units Scale Factor Converg.
 EA2173;SPC NC       -   101,234.575   784,133.710   MT  0.99992781   +1 05 56.2
 EA2173;SPC NC       -   332,133.77  2,572,612.01   sFT  0.99992781   +1 05 56.2
 EA2173;UTM  18      - 3,835,951.076   307,905.673   MT  1.00005483   -1 11 31.2
 EA2173
 EA2173                          SUPERSEDED SURVEY CONTROL
 EA2173
 EA2173  NAD 83(1986)-  34 38 51.00206(N)    077 05 45.57153(W) AD(       ) 4
 EA2173  NAD 27      -  34 38 50.41674(N)    077 05 46.75236(W) AD(       ) 3
 EA2173
 EA2173.Superseded values are not recommended for survey control.
 EA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2173.See file dsdata.txt to determine how the superseded data were derived.
 EA2173
 EA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0790635951(NAD 83)
 EA2173_MARKER: 55 = TOWER
 EA2173
 EA2173  HISTORY     - Date     Condition        Report By
 EA2173  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2173
 EA2173                          STATION DESCRIPTION
 EA2173
 EA2173'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2181 ***********************************************************************
 EA2181  DESIGNATION -  BOGUE RESET
 EA2181  PID         -  EA2181
 EA2181  STATE/COUNTY-  NC/CARTERET
 EA2181  USGS QUAD   -  SWANSBORO (1994)
 EA2181
 EA2181                         *CURRENT SURVEY CONTROL
 EA2181  ___________________________________________________________________
 EA2181* NAD 83(2001)-  34 39 33.52071(N)    077 05 38.18880(W)     ADJUSTED  
 EA2181* NAVD 88     -         0.84   (+/-2cm)       2.8    (feet)  VERTCON   
 EA2181  ___________________________________________________________________
 EA2181  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EA2181  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2181  HORZ ORDER  -  THIRD
 EA2181  VERT ORDER  -  THIRD ? (See Below)
 EA2181
 EA2181.The horizontal coordinates were established by classical geodetic methods
 EA2181.and adjusted by the National Geodetic Survey in August 2005.
 EA2181
 EA2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2181.The vertical order pertains to the NGVD 29 superseded value.
 EA2181
 EA2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2181
 EA2181.The geoid height was determined by GEOID03.
 EA2181
 EA2181;                    North         East     Units Scale Factor Converg.
 EA2181;SPC NC       -   102,548.426   784,296.216   MT  0.99992568   +1 06 00.4
 EA2181;SPC NC       -   336,444.29  2,573,145.17   sFT  0.99992568   +1 06 00.4
 EA2181;UTM  18      - 3,837,257.548   308,120.600   MT  1.00005382   -1 11 28.2
 EA2181
 EA2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2181!SPC NC       -   1.00000570  x   0.99992568  =   0.99993138
 EA2181!UTM  18      -   1.00000570  x   1.00005382  =   1.00005952
 EA2181
 EA2181|---------------------------------------------------------------------|
 EA2181| PID    Reference Object                     Distance      Geod. Az  |
 EA2181|                                                           dddmmss.s |
 EA2181| EA3229 BOGUE RM 3                           16.125 METERS 00707     |
 EA2181| EA3227 BOGUE RM                             12.432 METERS 00716     |
 EA2181| EA2176 BOGUE SOUND BEACON 20               APPROX. 1.5 KM 0110000.7 |
 EA2181| EA2177 BOGUE SOUND BEACON 21               APPROX. 2.9 KM 0553948.1 |
 EA2181| EA3230 BOGUE RP E                            1.850 METERS 08904     |
 EA2181| EA3228 BOGUE RM 2                           15.545 METERS 11351     |
 EA2181| EA2173 BOGUE INLET US COAST GUARD TWR      APPROX. 1.3 KM 1880904.4 |
 EA2181| EA3232 BOGUE RP W                            2.270 METERS 26914     |
 EA2181| EA2179 BOGUE SOUND BEACON 24               APPROX. 3.9 KM 3161113.7 |
 EA2181| EA2203 SWANSBORO MUNICIPAL TANK            APPROX. 4.2 KM 3211608.3 |
 EA2181| EA2202 SWANSBORO METH CHURCH SPIRE         APPROX. 4.0 KM 3221854.5 |
 EA2181| EA2201 SWANSBORO BAP CHURCH SPIRE          APPROX. 3.9 KM 3240331.5 |
 EA2181| EA2178 BOGUE SOUND BEACON 22               APPROX. 1.9 KM 3323957.9 |
 EA2181| EA3231 BOGUE RP N                            2.150 METERS 35223     |
 EA2181|---------------------------------------------------------------------|
 EA2181
 EA2181                          SUPERSEDED SURVEY CONTROL
 EA2181
 EA2181  NAD 83(1986)-  34 39 33.53295(N)    077 05 38.20015(W) AD(       ) 3
 EA2181  NAD 27      -  34 39 32.94994(N)    077 05 39.38254(W) AD(       ) 3
 EA2181  NGVD 29 (07/19/86)    1.16   (m)            3.8    (f) LEVELING    3  
 EA2181
 EA2181.Superseded values are not recommended for survey control.
 EA2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2181.See file dsdata.txt to determine how the superseded data were derived.
 EA2181
 EA2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0812137258(NAD 83)
 EA2181
 EA2181  HISTORY     - Date     Condition        Report By
 EA2181  HISTORY     - 1933     MONUMENTED       CGS
 EA2181  HISTORY     - 1914     GOOD             CGS
 EA2181  HISTORY     - 1927     GOOD             CGS
 EA2181  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA2181  HISTORY     - 1933     GOOD             CGS
 EA2181  HISTORY     - 1962     GOOD             CGS
 EA2181  HISTORY     - 1965     GOOD             CGS
 EA2181  HISTORY     - 1974     GOOD             NGS
 EA2181  HISTORY     - 1979     GOOD             USE
 EA2181
 EA2181                          STATION DESCRIPTION
 EA2181
 EA2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 EA2181'STATION IS AT THE W END OF BOGUE SOUND, ON THE MAIN MARSH AT
 EA2181'THE E SIDE OF BANK CHANNEL, THE BROAD BODY OF WATER N AND E
 EA2181'OF BOGUE INLET, ABOUT 100 YARDS S OF THE EXTREME N END OF THIS
 EA2181'MARSH, ON WHICH THERE ARE SEVERAL CLUMPS OF BUSHES AND LARGE
 EA2181'WATER OAKS.
 EA2181'
 EA2181'THE SURFACE MARK IS A BRASS NAIL IN A DRAIN TILE, PLACED
 EA2181'FLANGE UP, FILLED WITH CEMENT AND SURROUNDED BY CONCRETE.  THE
 EA2181'LETTERS U.S. ARE SCRATCHED IN THE CONCRETE.
 EA2181'
 EA2181'THE UNDERGROUND MARK IS A 4-INCH DRAIN TILE BURIED 2 FEET
 EA2181'BELOW THE SURFACE OF THE GROUND.
 EA2181'
 EA2181'THREE REFERENCE POSTS WERE PLACED N, E, AND W OF THE STATION.
 EA2181'
 EA2181'DISTANCES AND BEARINGS FROM THE STATION ARE AS FOLLOWS--TO THE
 EA2181'W POST WITH 4 NAILS, 2.27 METERS (7.45 FEET), S 77 DEG 14 MIN W.  TO
 EA2181'THE N POST WITH 6 NAILS, 2.15 METERS (7.05 FEET), N 07 DEG 37 MIN W.
 EA2181'TO THE E POST WITH SIX NAILS, 1.85 METERS (6.07 FEET),
 EA2181'N 89 DEG 04 MIN E.  TO A BLAZED LIVE OAK TREE, 9.7 METERS
 EA2181'(31.8 FEET), S 19 DEG 42 MIN W.
 EA2181
 EA2181                          STATION RECOVERY (1927)
 EA2181
 EA2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2181'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE THREE
 EA2181'REFERENCE POSTS WERE NO LONGER STANDING.  THE STATION IS ABOUT
 EA2181'20 FEET FROM HIGH-WATER LINE.
 EA2181
 EA2181                          STATION RECOVERY (1933)
 EA2181
 EA2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2181'THE STATION IS ABOUT 1-1/2 MILES NE OF BOGUE INLET ON THE MAIN
 EA2181'MARSH AT THE E SIDE OF THE BANK CHANNEL.
 EA2181'
 EA2181'THE STATION WAS FOUND AND USED IN THE 1933 SCHEME.  IT WAS
 EA2181'REMARKED WITH A STANDARD BRASS DISK, AND STAMPED BOGUE 1908-
 EA2181'1933, SET IN CONCRETE IN AN 8-INCH TILE, SUPERIMPOSED OVER THE
 EA2181'OLD MARK.
 EA2181'
 EA2181'THE UNDERGROUND MARK IS A 4-INCH TILE 2 FEET BELOW THE
 EA2181'SURFACE OF THE GROUND.
 EA2181'
 EA2181'THE LIVE OAK TREE MENTIONED IN ORIGINAL DESCRIPTION IS DEAD.
 EA2181'TRIANGULAR BLAZE ON THE TREE WAS RE-CUT ON THE SIDE OF THE
 EA2181'TREE TOWARDS THE STATION.
 EA2181'
 EA2181'ONE REFERENCE MARK WAS ESTABLISHED, A STANDARD BRASS DISK SET
 EA2181'IN AN 8-INCH TILE FILLED WITH CONCRETE, PROJECTING A FEW INCHES
 EA2181'ABOVE GROUND SURFACE.
 EA2181
 EA2181                          STATION RECOVERY (1933)
 EA2181
 EA2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HFG)
 EA2181'STATION AND REFERENCE MARK 1 (1933) WERE RECOVERED IN GOOD
 EA2181'CONDITION.  THE 1933 DESCRIPTION AND SKETCH IS ADEQUATE EXCEPT
 EA2181'THAT THE OAK TREE MENTIONED NO LONGER EXISTS.
 EA2181'
 EA2181'A 4- BY 4-INCH WHITE WITNESS POST WAS SET 3 FEET N OF THE
 EA2181'STATION.
 EA2181
 EA2181                          STATION RECOVERY (1962)
 EA2181
 EA2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2181'STATION AND REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED IN
 EA2181'1933 AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND
 EA2181'REFERENCE MARK NO. 3 WAS ESTABLISHED AND ARE AS DESCRIBED.
 EA2181'
 EA2181'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF A SMALL OAK TREE
 EA2181'AND 15 FEET WEST OF WATER EDGE AT LOW TIDE.  IT IS MARKED BY A
 EA2181'STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD
 EA2181'THAT IS DRIVEN 24 FEET INTO THE GROUND.  THE ROD IS WITHIN A
 EA2181'1 INCH BY 5 FOOT GALVANIZED PIPE THAT IS WITHIN A 2 INCH BY 5
 EA2181'FOOT GALVANIZED PIPE.  THE DISK IS STAMPED BOGUE NO 2 1962 AND
 EA2181'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA2181'
 EA2181'REFERENCE MARK NO. 3 IS 60 FEET WEST OF WATER EDGE AT LOW TIDE
 EA2181'AND 30 FEET EAST OF WATER AT LOW TIDE.  IT IS MARKED BY A
 EA2181'STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD
 EA2181'THAT IS DRIVEN 24 FEET INTO THE GROUND.  THE ROD IS WITHIN A
 EA2181'1 INCH BY 5 FOOT GALVANIZED PIPE THAT IS WITHIN A 2 INCH BY
 EA2181'5 FOOT GALVANIZED PIPE.  THE DISK IS STAMPED BOGUE NO 3 1962
 EA2181'AND PROJECTS 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA2181'
 EA2181'1962 OBSERVATIONS WHERE TAKEN FROM A 4 FOOT WOODEN STAND.
 EA2181'
 EA2181'STATION WAS REACHED BY BOAT FROM SWANSBORO.
 EA2181
 EA2181                          STATION RECOVERY (1965)
 EA2181
 EA2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2181'STATION WAS RECOVERED AS DESCRIBED IN 1933.  THE
 EA2181'STATION IS A STANDARD DISK STAMPED BOGUE 1908-1933 SET IN AN
 EA2181'8 INCH TILE FILLED WITH CONCRETE PROJECTING 6 INCHES.  IN 1962
 EA2181'R.M. NO 3 AND R.M. NO 2 WERE ESTABLISHED.  THEY ARE STANDARD
 EA2181'DISKS CLAMPED TO COPPER RODS SET INSIDE A 1 INCH GALVANIZED
 EA2181'PIPE.
 EA2181'
 EA2181'R.M. NO 2 PROJECTS 1 FOOT AND IS STAMPED BOGUE NO 2 1962.
 EA2181'
 EA2181'R.M. NO 3 PROJECTS 18 INCHES AND IS STAMPED BOGUE NO 3 1962.
 EA2181'
 EA2181'A WITNESS POST AND SIGN WAS PLACED 04.5 FEET NORTHWEST OF
 EA2181'THE STATION.
 EA2181'
 EA2181'THE STATION IS 71.0 FEET EAST OF APPARENT SHORELINE AND 20.0
 EA2181'FEET EAST OF MARSH LINE.
 EA2181
 EA2181                          STATION RECOVERY (1974)
 EA2181
 EA2181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA2181'STATION MARK, R.M. 2 AND R.M. 3 RECOVERED IN GOOD CONDITION AS
 EA2181'DESCRIBED IN 1962.
 EA2181
 EA2181                          STATION RECOVERY (1979)
 EA2181
 EA2181'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 EA2181'BOGUE 1908-1933 FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1824 ***********************************************************************
 EA1824  DESIGNATION -  BOGUE SOUND BEACON 4A
 EA1824  PID         -  EA1824
 EA1824  STATE/COUNTY-  NC/CARTERET
 EA1824  USGS QUAD   -  BEAUFORT (1987)
 EA1824
 EA1824                         *CURRENT SURVEY CONTROL
 EA1824  ___________________________________________________________________
 EA1824* NAD 83(2001)-  34 43 14.20529(N)    076 44 42.38589(W)     ADJUSTED  
 EA1824* NAVD 88     -              **(meters)            **(feet)            
 EA1824  ___________________________________________________________________
 EA1824  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA1824  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1824  HORZ ORDER  -  THIRD
 EA1824
 EA1824.The horizontal coordinates were established by classical geodetic methods
 EA1824.and adjusted by the National Geodetic Survey in August 2005.
 EA1824
 EA1824
 EA1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1824
 EA1824.The geoid height was determined by GEOID03.
 EA1824
 EA1824;                    North         East     Units Scale Factor Converg.
 EA1824;SPC NC       -   110,016.624   816,108.210   MT  0.99991527   +1 18 05.2
 EA1824;SPC NC       -   360,946.21  2,677,515.02   sFT  0.99991527   +1 18 05.2
 EA1824;UTM  18      - 3,843,447.070   340,207.961   MT  0.99991471   -0 59 39.0
 EA1824
 EA1824                          SUPERSEDED SURVEY CONTROL
 EA1824
 EA1824  NAD 83(1986)-  34 43 14.21490(N)    076 44 42.39307(W) AD(       ) 4
 EA1824  NAD 27      -  34 43 13.63469(N)    076 44 43.62992(W) AD(       ) 3
 EA1824
 EA1824.Superseded values are not recommended for survey control.
 EA1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1824.See file dsdata.txt to determine how the superseded data were derived.
 EA1824
 EA1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4020843447(NAD 83)
 EA1824_MARKER: 14 = NAVIGATION LIGHT
 EA1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1824+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 EA1824
 EA1824  HISTORY     - Date     Condition        Report By
 EA1824  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA1824  HISTORY     - 20040605 GOOD             USPSQD
 EA1824
 EA1824                          STATION DESCRIPTION
 EA1824
 EA1824'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2174 ***********************************************************************
 EA2174  DESIGNATION -  BOGUE SOUND BEACON 17
 EA2174  PID         -  EA2174
 EA2174  STATE/COUNTY-  NC/CARTERET
 EA2174  USGS QUAD   -  SWANSBORO (1994)
 EA2174
 EA2174                         *CURRENT SURVEY CONTROL
 EA2174  ___________________________________________________________________
 EA2174* NAD 83(2001)-  34 41 14.35108(N)    077 00 43.80740(W)     ADJUSTED  
 EA2174* NAVD 88     -              **(meters)            **(feet)            
 EA2174  ___________________________________________________________________
 EA2174  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EA2174  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA2174  HORZ ORDER  -  THIRD
 EA2174
 EA2174.The horizontal coordinates were established by classical geodetic methods
 EA2174.and adjusted by the National Geodetic Survey in August 2005.
 EA2174
 EA2174
 EA2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2174
 EA2174.The geoid height was determined by GEOID03.
 EA2174
 EA2174;                    North         East     Units Scale Factor Converg.
 EA2174;SPC NC       -   105,801.659   791,727.688   MT  0.99992078   +1 08 50.3
 EA2174;SPC NC       -   347,117.61  2,597,526.59   sFT  0.99992078   +1 08 50.3
 EA2174;UTM  18      - 3,840,211.306   315,677.086   MT  1.00001877   -1 08 43.6
 EA2174
 EA2174                          SUPERSEDED SURVEY CONTROL
 EA2174
 EA2174  NAD 83(1986)-  34 41 14.36274(N)    077 00 43.81833(W) AD(       ) 4
 EA2174  NAD 27      -  34 41 13.77900(N)    077 00 45.01600(W) AD(       ) 3
 EA2174
 EA2174.Superseded values are not recommended for survey control.
 EA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2174.See file dsdata.txt to determine how the superseded data were derived.
 EA2174
 EA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1567740211(NAD 83)
 EA2174_MARKER: 14 = NAVIGATION LIGHT
 EA2174
 EA2174  HISTORY     - Date     Condition        Report By
 EA2174  HISTORY     - 1933     FIRST OBSERVED   CGS
 EA2174  HISTORY     - 1950     GOOD             CGS
 EA2174
 EA2174                          STATION DESCRIPTION
 EA2174
 EA2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2174'STATION WAS DETERMINED WITH ACCURACY REPRESENTED BY 3 D/R AND IS
 EA2174'A LIGHTED BEACON DESCRIBED IN LIGHT LIST, ATLANTIC COAST,
 EA2174'UNITED STATES, 1932, AS FOLLOWS--BOGUE SOUND. NO.1848, BOGUE
 EA2174'SOUND 17, FLASHING WHITE, 3 SECONDS, IN 6 FEET, 15 FEET ABOVE
 EA2174'HIGH WATER, BLACK SLATTED PILE STRUCTURE.
 EA2174
 EA2174                          STATION RECOVERY (1950)
 EA2174
 EA2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2174'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 EA2174'FOLLOWS--
 EA2174'
 EA2174'STATION IS LOCATED BETWEEN GUTHRIE POINT AND SANDERS POINT
 EA2174'AT THE ENTRANCE TO GOOSE CREEK.  STATION IS A THREE-PILE
 EA2174'STRUCTURE, 15 FEET HIGH, SURMOUNTED BY A BLACK TANKHOUSE WITH
 EA2174'A LIGHT ON TOP.  ACCORDING TO THE LIGHT LIST INTRACOASTAL
 EA2174'WATERWAY OF THE UNITED STATES, 1949 EDITION, THIS LIGHT WAS
 EA2174'LAST REBUILT IN 1930.  IT IS LISTED AS BOGUE SOUND LIGHT 37.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2175 ***********************************************************************
 EA2175  DESIGNATION -  BOGUE SOUND BEACON 19
 EA2175  PID         -  EA2175
 EA2175  STATE/COUNTY-  NC/CARTERET
 EA2175  USGS QUAD   -  SWANSBORO (1994)
 EA2175
 EA2175                         *CURRENT SURVEY CONTROL
 EA2175  ___________________________________________________________________
 EA2175* NAD 83(2001)-  34 40 34.73615(N)    077 02 14.09529(W)     ADJUSTED  
 EA2175* NAVD 88     -              **(meters)            **(feet)            
 EA2175  ___________________________________________________________________
 EA2175  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EA2175  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA2175  HORZ ORDER  -  THIRD
 EA2175
 EA2175.The horizontal coordinates were established by classical geodetic methods
 EA2175.and adjusted by the National Geodetic Survey in August 2005.
 EA2175
 EA2175
 EA2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2175
 EA2175.The geoid height was determined by GEOID03.
 EA2175
 EA2175;                    North         East     Units Scale Factor Converg.
 EA2175;SPC NC       -   104,535.528   789,454.278   MT  0.99992268   +1 07 58.2
 EA2175;SPC NC       -   342,963.64  2,590,067.91   sFT  0.99992268   +1 07 58.2
 EA2175;UTM  18      - 3,839,037.007   313,354.611   MT  1.00002939   -1 09 33.9
 EA2175
 EA2175                          SUPERSEDED SURVEY CONTROL
 EA2175
 EA2175  NAD 83(1986)-  34 40 34.74809(N)    077 02 14.10620(W) AD(       ) 4
 EA2175  NAD 27      -  34 40 34.16600(N)    077 02 15.30100(W) AD(       ) 3
 EA2175
 EA2175.Superseded values are not recommended for survey control.
 EA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2175.See file dsdata.txt to determine how the superseded data were derived.
 EA2175
 EA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1335539037(NAD 83)
 EA2175_MARKER: 14 = NAVIGATION LIGHT
 EA2175
 EA2175  HISTORY     - Date     Condition        Report By
 EA2175  HISTORY     - 1933     FIRST OBSERVED   CGS
 EA2175  HISTORY     - 1950     GOOD             CGS
 EA2175
 EA2175                          STATION DESCRIPTION
 EA2175
 EA2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2175'STATION WAS DETERMINED WITH ACCURACY REPRESENTED BY 3 D/R AND
 EA2175'IS A LIGHTED BEACON DESCRIBED IN LIGHT LIST, ATLANTIC COAST,
 EA2175'UNITED STATES, 1932, AS FOLLOWS--BOGUE SOUND, NO.1849, BOGUE
 EA2175'SOUND 19, FLASHING WHITE, 3 SECONDS, IN 6 FEET, AT BEND IN
 EA2175'CHANNEL, LIGHT 15 FEET ABOVE HIGH WATER, BLACK SLATTED PILE
 EA2175'STRUCTURE.
 EA2175
 EA2175                          STATION RECOVERY (1950)
 EA2175
 EA2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2175'STATION WAS RECOVERED IN GOOD CONDITION.  ACCORDING TO THE
 EA2175'LIGHT LIST INTRACOASTAL WATERWAY OF THE UNITED STATES, 1949
 EA2175'EDITION, THIS LIGHT WAS LAST REBUILT IN 1930.  A NEW DESCRIPTION
 EA2175'FOLLOWS--
 EA2175'
 EA2175'STATION IS LOCATED AT THE BEND IN THE CHANNEL, SE OF HUNTING
 EA2175'ISLAND, AND SW OF GUTHRIE POINT.  STATION IS A WHITE SLATTED
 EA2175'THREE PILE STRUCTURE, 15 FEET HIGH, AND SURMOUNTED BY A BLACK
 EA2175'TANKHOUSE WITH A LIGHT ON TOP.
 EA2175'
 EA2175'STATION IS LISTED AS BOGUE SOUND LIGHT 41 IN THE LIGHT LIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2180 ***********************************************************************
 EA2180  DESIGNATION -  BOGUE SOUND NEW RIVER LT 46C
 EA2180  PID         -  EA2180
 EA2180  STATE/COUNTY-  NC/ONSLOW
 EA2180  USGS QUAD   -  SWANSBORO (1994)
 EA2180
 EA2180                         *CURRENT SURVEY CONTROL
 EA2180  ___________________________________________________________________
 EA2180* NAD 83(2001)-  34 41 04.81561(N)    077 07 23.28903(W)     ADJUSTED  
 EA2180* NAVD 88     -              **(meters)            **(feet)            
 EA2180  ___________________________________________________________________
 EA2180  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 EA2180  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2180  HORZ ORDER  -  THIRD
 EA2180
 EA2180.The horizontal coordinates were established by classical geodetic methods
 EA2180.and adjusted by the National Geodetic Survey in August 2005.
 EA2180
 EA2180
 EA2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2180
 EA2180.The geoid height was determined by GEOID03.
 EA2180
 EA2180;                    North         East     Units Scale Factor Converg.
 EA2180;SPC NC       -   105,309.992   781,567.606   MT  0.99992123   +1 04 59.8
 EA2180;SPC NC       -   345,504.53  2,564,193.05   sFT  0.99992123   +1 04 59.8
 EA2180;UTM  18      - 3,840,126.400   305,504.235   MT  1.00006627   -1 12 30.9
 EA2180
 EA2180                          SUPERSEDED SURVEY CONTROL
 EA2180
 EA2180  NAD 83(1986)-  34 41 04.82819(N)    077 07 23.30035(W) AD(       ) 4
 EA2180  NAD 27      -  34 41 04.24599(N)    077 07 24.47859(W) AD(       ) 3
 EA2180
 EA2180.Superseded values are not recommended for survey control.
 EA2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2180.See file dsdata.txt to determine how the superseded data were derived.
 EA2180
 EA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0550440126(NAD 83)
 EA2180_MARKER: 14 = NAVIGATION LIGHT
 EA2180
 EA2180  HISTORY     - Date     Condition        Report By
 EA2180  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2180
 EA2180                          STATION DESCRIPTION
 EA2180
 EA2180'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2251 ***********************************************************************
 EA2251  DESIGNATION -  BOGUE SOUND NEW RIVER LT 49
 EA2251  PID         -  EA2251
 EA2251  STATE/COUNTY-  NC/ONSLOW
 EA2251  USGS QUAD   -  HUBERT (1988)
 EA2251
 EA2251                         *CURRENT SURVEY CONTROL
 EA2251  ___________________________________________________________________
 EA2251* NAD 83(2001)-  34 40 15.87450(N)    077 07 58.95802(W)     ADJUSTED  
 EA2251* NAVD 88     -              **(meters)            **(feet)            
 EA2251  ___________________________________________________________________
 EA2251  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EA2251  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2251  HORZ ORDER  -  THIRD
 EA2251
 EA2251.The horizontal coordinates were established by classical geodetic methods
 EA2251.and adjusted by the National Geodetic Survey in August 2005.
 EA2251
 EA2251
 EA2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2251
 EA2251.The geoid height was determined by GEOID03.
 EA2251
 EA2251;                    North         East     Units Scale Factor Converg.
 EA2251;SPC NC       -   103,785.128   780,688.254   MT  0.99992359   +1 04 39.2
 EA2251;SPC NC       -   340,501.71  2,561,308.05   sFT  0.99992359   +1 04 39.2
 EA2251;UTM  18      - 3,838,637.699   304,564.477   MT  1.00007079   -1 12 49.7
 EA2251
 EA2251                          SUPERSEDED SURVEY CONTROL
 EA2251
 EA2251  NAD 83(1986)-  34 40 15.88700(N)    077 07 58.96952(W) AD(       ) 4
 EA2251  NAD 27      -  34 40 15.30191(N)    077 08 00.14616(W) AD(       ) 3
 EA2251
 EA2251.Superseded values are not recommended for survey control.
 EA2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2251.See file dsdata.txt to determine how the superseded data were derived.
 EA2251
 EA2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0456438638(NAD 83)
 EA2251_MARKER: 14 = NAVIGATION LIGHT
 EA2251
 EA2251  HISTORY     - Date     Condition        Report By
 EA2251  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2251
 EA2251                          STATION DESCRIPTION
 EA2251
 EA2251'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8562 ***********************************************************************
 AF8562  DESIGNATION -  BOHRER
 AF8562  PID         -  AF8562
 AF8562  STATE/COUNTY-  NC/HERTFORD
 AF8562  USGS QUAD   -  UNION (1977)
 AF8562
 AF8562                         *CURRENT SURVEY CONTROL
 AF8562  ___________________________________________________________________
 AF8562* NAD 83(2001)-  36 22 01.87874(N)    077 00 09.49616(W)     ADJUSTED  
 AF8562* NAVD 88     -        15.4    (meters)      51.     (feet)  VERT ANG  
 AF8562  ___________________________________________________________________
 AF8562  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 AF8562  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AF8562  HORZ ORDER  -  SECOND
 AF8562
 AF8562.The horizontal coordinates were established by classical geodetic methods
 AF8562.and adjusted by the National Geodetic Survey in August 2005.
 AF8562
 AF8562.The orthometric height was determined by vertical angle observations.
 AF8562
 AF8562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8562
 AF8562.The geoid height was determined by GEOID03.
 AF8562
 AF8562;                    North         East     Units Scale Factor Converg.
 AF8562;SPC NC       -   292,148.461   788,851.259   MT  1.00006214   +1 09 10.1
 AF8562;SPC NC       -   958,490.41  2,588,089.51   sFT  1.00006214   +1 09 10.1
 AF8562;UTM  18      - 4,026,538.522   320,336.481   MT  0.99999772   -1 11 16.1
 AF8562
 AF8562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8562!SPC NC       -   1.00000312  x   1.00006214  =   1.00006527
 AF8562!UTM  18      -   1.00000312  x   0.99999772  =   1.00000084
 AF8562
 AF8562                          SUPERSEDED SURVEY CONTROL
 AF8562
 AF8562  NAD 83(1986)-  36 22 01.88809(N)    077 00 09.50971(W) AD(       ) 2
 AF8562
 AF8562.Superseded values are not recommended for survey control.
 AF8562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8562.See file dsdata.txt to determine how the superseded data were derived.
 AF8562
 AF8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2033626539(NAD 83)
 AF8562_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8562_STAMPING: BOHRER 1987
 AF8562_MARK LOGO: NCGS  
 AF8562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8562+STABILITY: SURFACE MOTION
 AF8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8562+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8562
 AF8562  HISTORY     - Date     Condition        Report By
 AF8562  HISTORY     - 1987     MONUMENTED       NCGS
 AF8562
 AF8562                          STATION DESCRIPTION
 AF8562
 AF8562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8562'STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH OF AHOSKIE AND 2.7 MI
 AF8562'(4.3 KM) NORTH-NORTHEAST OF UNION. PROCEED ALONG NC 11 FOR 1.15 MI
 AF8562'(1.85 KM) NORTHWEST FROM NC 461, THENCE NORTHEAST FOR 0.95 MI (1.53
 AF8562'KM) ALONG SR 1108 (BOONE FARM ROAD), AND STATION ON SOUTHWEST SIDE OF
 AF8562'THE ROAD AT THE EDGE OF THE WOODS. MARK IS RECESSED 5 INCHES BELOW
 AF8562'GROUND AND ABOUT LEVEL WITH ROAD. LOCATED 27.0 FT (8.2 M) SOUTHWEST OF
 AF8562'THE CENTERLINE OF ROAD--AND 6.6 FT (2.0 M) WEST OF AN 8-INCH POPLAR,
 AF8562'7.0 FT (2.1 M) NORTH-NORTHWEST OF A 15-INCH PINE, 14.4 FT (4.4 M)
 AF8562'NORTHEAST OF A 20-INCH PINE, 15.0 FT (4.6 M) WEST-SOUTHWEST OF A
 AF8562'16-INCH PINE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2161 ***********************************************************************
 EB2161  DESIGNATION -  BOILING NCGS 1975
 EB2161  PID         -  EB2161
 EB2161  STATE/COUNTY-  NC/BRUNSWICK
 EB2161  USGS QUAD   -  SUPPLY (1990)
 EB2161
 EB2161                         *CURRENT SURVEY CONTROL
 EB2161  ___________________________________________________________________
 EB2161* NAD 83(2001)-  34 02 07.33786(N)    078 15 16.09463(W)     ADJUSTED  
 EB2161* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 EB2161  ___________________________________________________________________
 EB2161  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 EB2161  GEOID HEIGHT-         -36.18  (meters)                     GEOID03
 EB2161  HORZ ORDER  -  SECOND
 EB2161
 EB2161.The horizontal coordinates were established by classical geodetic methods
 EB2161.and adjusted by the National Geodetic Survey in August 2005.
 EB2161
 EB2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2161
 EB2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2161
 EB2161.The geoid height was determined by GEOID03.
 EB2161
 EB2161;                    North         East     Units Scale Factor Converg.
 EB2161;SPC NC       -    31,916.912   678,454.171   MT  1.00009582   +0 25 49.1
 EB2161;SPC NC       -   104,714.07  2,225,895.06   sFT  1.00009582   +0 25 49.1
 EB2161;UTM  17      - 3,769,478.612   753,475.051   MT  1.00039209   +1 32 15.0
 EB2161
 EB2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2161!SPC NC       -   1.00000364  x   1.00009582  =   1.00009946
 EB2161!UTM  17      -   1.00000364  x   1.00039209  =   1.00039574
 EB2161
 EB2161:                Primary Azimuth Mark                     Grid Az
 EB2161:SPC NC       -  BRUNSWICK CO SHERIFF RAD TWR             204 06 12.4
 EB2161:UTM  17      -  BRUNSWICK CO SHERIFF RAD TWR             202 59 46.5
 EB2161
 EB2161|---------------------------------------------------------------------|
 EB2161| PID    Reference Object                     Distance      Geod. Az  |
 EB2161|                                                           dddmmss.s |
 EB2161| EB2159 BRUNSWICK CO SHERIFF RAD TWR        APPROX. 2.1 KM 2043201.5 |
 EB2161|---------------------------------------------------------------------|
 EB2161
 EB2161                          SUPERSEDED SURVEY CONTROL
 EB2161
 EB2161  NAD 83(1986)-  34 02 07.34715(N)    078 15 16.10386(W) AD(       ) 2
 EB2161  NAD 27      -  34 02 06.73021(N)    078 15 17.10798(W) AD(       ) 2
 EB2161  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG    3  
 EB2161
 EB2161.Superseded values are not recommended for survey control.
 EB2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2161.See file dsdata.txt to determine how the superseded data were derived.
 EB2161
 EB2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5347569479(NAD 83)
 EB2161_MARKER: DE = TRAVERSE STATION DISK
 EB2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2161_STAMPING: BOILING 1975
 EB2161_MARK LOGO: NCGS  
 EB2161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2161+STABILITY: SURFACE MOTION
 EB2161
 EB2161  HISTORY     - Date     Condition        Report By
 EB2161  HISTORY     - 1975     MONUMENTED       NCGS
 EB2161  HISTORY     - 19980923 MARK NOT FOUND   NCGS
 EB2161  HISTORY     - 20010331 MARK NOT FOUND   NGS
 EB2161  HISTORY     - 20040502 MARK NOT FOUND   USPSQD
 EB2161  HISTORY     - 20050826 MARK NOT FOUND   USPSQD
 EB2161
 EB2161                          STATION DESCRIPTION
 EB2161
 EB2161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2161'BOILING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2161'THE VICINITY OF SUPPLY, NORTH CAROLINA.
 EB2161'
 EB2161'BOILING IS LOCATED APPROXIMATELY 1.7 MILES NE OF SUPPLY, AND 6.3
 EB2161'MILES WSW OF BOLIVIA.  TO REACH STATION FROM INTERSECTION OF NC 211
 EB2161'WITH U.S. 17 AT SUPPLY, PROCEED NE ALONG U.S. 17 FOR 1.7 MILES TO
 EB2161'STATION ON THE LEFT, NEAR A LARGE BOILING SPRING LAKES BILLBOARD,
 EB2161'AND 0.3 MILE WEST OF THE INTERSECTION WITH SR 1401.
 EB2161'
 EB2161'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2161'BOILING 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2161'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2161'
 EB2161'MARK IS 65.3 FT NW OF C/L OF U.S. 17
 EB2161'
 EB2161'79.9 FT SW OF WESTERNMOST POST, WITH ALUMINUM REF. TAG, OF
 EB2161'BOILING SPRING LAKES BILLBOARD
 EB2161'
 EB2161'140.0 FT NNW OF PP WITH ALUMINUM REF. TAG
 EB2161'
 EB2161'9.8 FT ENE OF 8 IN PINE WITH ALUMINUM REF. TAG
 EB2161'
 EB2161'6.9 FT S OF 6 IN PINE WITH ALUMINUM REF. TAG
 EB2161
 EB2161                          STATION RECOVERY (1998)
 EB2161
 EB2161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2161'MARK NOT FOUND, BELIEVED LOST.  US 17 NOW 4 LANES.
 EB2161
 EB2161                          STATION RECOVERY (2001)
 EB2161
 EB2161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EB2161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EB2161
 EB2161                          STATION RECOVERY (2004)
 EB2161
 EB2161'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2161'MARK NOT FOUND.
 EB2161
 EB2161                          STATION RECOVERY (2005)
 EB2161
 EB2161'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EB2161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6134 ***********************************************************************
 AJ6134  DESIGNATION -  BOILING SPRINGS
 AJ6134  PID         -  AJ6134
 AJ6134  STATE/COUNTY-  NC/CLEVELAND
 AJ6134  USGS QUAD   -  BOILING SPRINGS SOUTH (1971)
 AJ6134
 AJ6134                         *CURRENT SURVEY CONTROL
 AJ6134  ___________________________________________________________________
 AJ6134* NAD 83(2007)-  35 14 50.50149(N)    081 39 58.69857(W)     ADJUSTED  
 AJ6134* NAVD 88     -       264.6    (meters)     868.     (feet)  GPS OBS   
 AJ6134  ___________________________________________________________________
 AJ6134  EPOCH DATE  -        2002.00
 AJ6134  X           -     755,827.250 (meters)                     COMP
 AJ6134  Y           -  -5,159,763.029 (meters)                     COMP
 AJ6134  Z           -   3,660,447.197 (meters)                     COMP
 AJ6134  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AJ6134  ELLIP HEIGHT-         232.806 (meters)          (02/10/07) ADJUSTED
 AJ6134  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AJ6134
 AJ6134  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6134  Type    PID    Designation                      North   East  Ellip
 AJ6134  -------------------------------------------------------------------
 AJ6134  NETWORK AJ6134 BOILING SPRINGS                   0.35   0.33   0.84
 AJ6134  -------------------------------------------------------------------
 AJ6134
 AJ6134.The horizontal coordinates were established by GPS observations
 AJ6134.and adjusted by the National Geodetic Survey in February 2007.
 AJ6134
 AJ6134.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6134.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6134.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6134.The epoch date for horizontal control is a decimal equivalence
 AJ6134.of Year/Month/Day.
 AJ6134
 AJ6134.The orthometric height was determined by GPS observations and a
 AJ6134.high-resolution geoid model.
 AJ6134
 AJ6134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6134
 AJ6134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6134
 AJ6134.The ellipsoidal height was determined by GPS observations
 AJ6134.and is referenced to NAD 83.
 AJ6134
 AJ6134.The geoid height was determined by GEOID03.
 AJ6134
 AJ6134;                    North         East     Units Scale Factor Converg.
 AJ6134;SPC NC       -   169,360.520   366,993.952   MT  0.99987259   -1 32 20.1
 AJ6134;SPC NC       -   555,643.64  1,204,045.99   sFT  0.99987259   -1 32 20.1
 AJ6134;UTM  17      - 3,900,678.497   439,381.634   MT  0.99964528   -0 23 04.3
 AJ6134
 AJ6134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6134!SPC NC       -   0.99996346  x   0.99987259  =   0.99983605
 AJ6134!UTM  17      -   0.99996346  x   0.99964528  =   0.99960875
 AJ6134
 AJ6134                          SUPERSEDED SURVEY CONTROL
 AJ6134
 AJ6134  NAD 83(2001)-  35 14 50.50158(N)    081 39 58.69868(W) AD(       ) 1
 AJ6134  ELLIP H (03/13/03)  232.816  (m)                       GP(       ) 4 2
 AJ6134  NAD 83(1986)-  35 14 50.51643(N)    081 39 58.70019(W) AD(       ) 1
 AJ6134
 AJ6134.Superseded values are not recommended for survey control.
 AJ6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6134.See file dsdata.txt to determine how the superseded data were derived.
 AJ6134
 AJ6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3938200678(NAD 83)
 AJ6134_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6134_STAMPING: BOILING SPRINGS 1994
 AJ6134_MARK LOGO: NCGS  
 AJ6134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6134+STABILITY: SURFACE MOTION
 AJ6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6134+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ6134
 AJ6134  HISTORY     - Date     Condition        Report By
 AJ6134  HISTORY     - 1994     MONUMENTED       NCGS
 AJ6134
 AJ6134                          STATION DESCRIPTION
 AJ6134
 AJ6134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (GWT)
 AJ6134'THE STATION IS LOCATED IN BOILING SPRINGS AT THE TOWN HALL BUILDING.
 AJ6134'MARK IS ABOUT LEVEL WITH THE STREET AND FLUSH WITH THE GROUND. LOCATED
 AJ6134'34.8 FT (10.6 M) EAST OF THE CENTERLINE OF NC 150-SOUTH MAIN STREET
 AJ6134'AND 10.2 FT (3.1 M) FROM EDGE OF THE SIDEWALK, 113.5 FT (34.6 M) NORTH
 AJ6134'OF THE CENTERLINE OF EAST BRANCH AVENUE, 97.2 FT (29.6 M) NORTHWEST OF
 AJ6134'THE SOUTHWEST CORNER OF THE TOWN HALL BUILDING, 79.7 FT (24.3 M)
 AJ6134'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARCHED ENTRANCE TO TOWN HALL
 AJ6134'AND 55.8 FT (17.0 M) SOUTH OF AN 18-INCH OAK TREE WITH A REFERENCE
 AJ6134'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6138 ***********************************************************************
 AJ6138  DESIGNATION -  BOILING SPRINGS AZ MK
 AJ6138  PID         -  AJ6138
 AJ6138  STATE/COUNTY-  NC/CLEVELAND
 AJ6138  USGS QUAD   -  BOILING SPRINGS SOUTH (1971)
 AJ6138
 AJ6138                         *CURRENT SURVEY CONTROL
 AJ6138  ___________________________________________________________________
 AJ6138* NAD 83(2001)-  35 14 53.82106(N)    081 39 59.90042(W)     ADJUSTED  
 AJ6138* NAVD 88     -       265.1    (meters)     870.     (feet)  VERT ANG  
 AJ6138  ___________________________________________________________________
 AJ6138  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AJ6138  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AJ6138  HORZ ORDER  -  SECOND
 AJ6138
 AJ6138.The horizontal coordinates were established by classical geodetic methods
 AJ6138.and adjusted by the National Geodetic Survey in August 2005.
 AJ6138
 AJ6138.The orthometric height was determined by vertical angle observations.
 AJ6138
 AJ6138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6138
 AJ6138.The geoid height was determined by GEOID03.
 AJ6138
 AJ6138;                    North         East     Units Scale Factor Converg.
 AJ6138;SPC NC       -   169,463.589   366,966.330   MT  0.99987259   -1 32 20.8
 AJ6138;SPC NC       -   555,981.79  1,203,955.37   sFT  0.99987259   -1 32 20.8
 AJ6138;UTM  17      - 3,900,780.966   439,351.947   MT  0.99964533   -0 23 05.1
 AJ6138
 AJ6138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6138!SPC NC       -   0.99996339  x   0.99987259  =   0.99983599
 AJ6138!UTM  17      -   0.99996339  x   0.99964533  =   0.99960873
 AJ6138
 AJ6138                          SUPERSEDED SURVEY CONTROL
 AJ6138
 AJ6138  NAD 83(1986)-  35 14 53.83590(N)    081 39 59.90193(W) AD(       ) 2
 AJ6138
 AJ6138.Superseded values are not recommended for survey control.
 AJ6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6138.See file dsdata.txt to determine how the superseded data were derived.
 AJ6138
 AJ6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3935200781(NAD 83)
 AJ6138_MARKER: DZ = AZIMUTH MARK DISK
 AJ6138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6138_STAMPING: BOILING SPRINGS 1994
 AJ6138_MARK LOGO: NCGS  
 AJ6138_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6138+STABILITY: SURFACE MOTION
 AJ6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6138+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AJ6138
 AJ6138  HISTORY     - Date     Condition        Report By
 AJ6138  HISTORY     - 1994     MONUMENTED       NCGS
 AJ6138
 AJ6138                          STATION DESCRIPTION
 AJ6138
 AJ6138'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (GWT)
 AJ6138'STATION IS LOCATED IN BOILING SPRINGS AT THE JARRELL GATE ENTRANCE OF
 AJ6138'GARDNER WEBB UNIVERSITY, ON THE NORTHWEST SIDE OF THE T-INTERSECTION.
 AJ6138'MARK IS ABOUT LEVEL WITH THE STREET AND FLUSH WITH THE GROUND. LOCATED
 AJ6138'36.5 FT (11.1 M) WEST OF THE CENTERLINE OF NC 150-SOUTH MAIN STREET
 AJ6138'AND 0.8 FT (24.4 CM) FROM EDGE OF THE SIDEWALK, 22.0 FT (6.7 M) NORTH
 AJ6138'OF THE CENTERLINE OF QUINN CIRCLE, 73.0 FT (22.3 M) SOUTHEAST OF THE
 AJ6138'CENTER OF A 12 INCH X 7 INCH PLAQUE ON BRICK SIGN BASE, 137 FT (41.8
 AJ6138'M) EAST OF THE NORTHEAST CORNER OF ONE STORY BRICK BUILDING AND 57.4
 AJ6138'FT (17.5 M) SOUTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1513 ***********************************************************************
 EB1513  DESIGNATION -  BOL
 EB1513  PID         -  EB1513
 EB1513  STATE/COUNTY-  NC/COLUMBUS
 EB1513  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 EB1513
 EB1513                         *CURRENT SURVEY CONTROL
 EB1513  ___________________________________________________________________
 EB1513* NAD 83(2001)-  34 19 15.39820(N)    078 24 19.71119(W)     ADJUSTED  
 EB1513* NAVD 88     -        19.255  (meters)      63.17   (feet)  ADJUSTED  
 EB1513  ___________________________________________________________________
 EB1513  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 EB1513  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EB1513  DYNAMIC HT  -          19.237 (meters)      63.11  (feet)  COMP
 EB1513  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 EB1513
 EB1513  HORZ ORDER  -  SECOND
 EB1513  VERT ORDER  -  FIRST     CLASS II
 EB1513
 EB1513.The horizontal coordinates were established by classical geodetic methods
 EB1513.and adjusted by the National Geodetic Survey in August 2005.
 EB1513
 EB1513.The orthometric height was determined by differential leveling
 EB1513.and adjusted in June 1991.
 EB1513
 EB1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1513
 EB1513.The geoid height was determined by GEOID03.
 EB1513
 EB1513.The dynamic height is computed by dividing the NAVD 88
 EB1513.geopotential number by the normal gravity value computed on the
 EB1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1513.degrees latitude (g = 980.6199 gals.).
 EB1513
 EB1513.The modeled gravity was interpolated from observed gravity values.
 EB1513
 EB1513;                    North         East     Units Scale Factor Converg.
 EB1513;SPC NC       -    63,501.007   664,318.689   MT  1.00000345   +0 20 35.3
 EB1513;SPC NC       -   208,336.22  2,179,518.90   sFT  1.00000345   +0 20 35.3
 EB1513;UTM  17      - 3,800,791.307   738,723.824   MT  1.00030253   +1 27 48.8
 EB1513
 EB1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1513!SPC NC       -   1.00000253  x   1.00000345  =   1.00000598
 EB1513!UTM  17      -   1.00000253  x   1.00030253  =   1.00030506
 EB1513
 EB1513:                Primary Azimuth Mark                     Grid Az
 EB1513:SPC NC       -  TON                                      271 12 59.3
 EB1513:UTM  17      -  TON                                      270 05 45.8
 EB1513
 EB1513|---------------------------------------------------------------------|
 EB1513| PID    Reference Object                     Distance      Geod. Az  |
 EB1513|                                                           dddmmss.s |
 EB1513| EB1515 TON                                 APPROX. 1.2 KM 2713334.6 |
 EB1513|---------------------------------------------------------------------|
 EB1513
 EB1513                          SUPERSEDED SURVEY CONTROL
 EB1513
 EB1513  NAD 83(1986)-  34 19 15.40518(N)    078 24 19.72329(W) AD(       ) 2
 EB1513  NAD 27      -  34 19 14.80004(N)    078 24 20.70405(W) AD(       ) 2
 EB1513  NGVD 29 (10/06/93)   19.575  (m)           64.22   (f) ADJUSTED    1 2
 EB1513
 EB1513.Superseded values are not recommended for survey control.
 EB1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1513.See file dsdata.txt to determine how the superseded data were derived.
 EB1513
 EB1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3872400791(NAD 83)
 EB1513_MARKER: DE = TRAVERSE STATION DISK
 EB1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1513_SP_SET: CONCRETE POST
 EB1513_STAMPING: BOL 1975
 EB1513_MARK LOGO: NCGS  
 EB1513_PROJECTION: RECESSED 10 CENTIMETERS
 EB1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1513+STABILITY: SURFACE MOTION
 EB1513
 EB1513  HISTORY     - Date     Condition        Report By
 EB1513  HISTORY     - 1975     MONUMENTED       NCGS
 EB1513  HISTORY     - 1979     GOOD             NCGS
 EB1513  HISTORY     - 1979     GOOD             NCGS
 EB1513  HISTORY     - 19890919 GOOD             NCGS
 EB1513
 EB1513                          STATION DESCRIPTION
 EB1513
 EB1513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB1513'BOL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1513'VICINITY OF BOLTON, NORTH CAROLINA.
 EB1513'
 EB1513'BOL IS LOCATED IN BOLTON.  TO REACH STATION FROM INTERSECTION OF
 EB1513'NC 211 WITH U.S. 74 AND U.S. 76 AT BOLTON, PROCEED WEST ALONG
 EB1513'U.S. 74 AND U.S. 76 FOR 0.2 MILE TO STATION ON THE RIGHT IN NORTH
 EB1513'SHOULDER, IN THE NE QUADRANT OF THE INTERSECTION WITH A PAVED
 EB1513'STREET LEADING NORTH.
 EB1513'
 EB1513'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOL
 EB1513'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EB1513'INCHES BELOW THE SURFACE OF THE GROUND.
 EB1513'
 EB1513'MARK IS 20.4 FT N OF C/L OF U.S. 74 AND U.S. 76
 EB1513'
 EB1513'40.3 FT E OF C/L OF STREET
 EB1513'
 EB1513'22.2 FT SE OF CENTER OF METAL DRAINAGE COVER
 EB1513'
 EB1513'96.8 FT SW OF SW CORNER OF CHURCH
 EB1513'
 EB1513'27.7 FT SE OF PP WITH LIGHT AND ALUMINUM REF. TAG
 EB1513'
 EB1513'58.6 FT NE OF TP 3801 WITH ALUMINUM REF. TAG
 EB1513
 EB1513                          STATION RECOVERY (1979)
 EB1513
 EB1513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB1513'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 EB1513'RAILROAD HAS BEEN REMOVED.
 EB1513
 EB1513                          STATION RECOVERY (1979)
 EB1513
 EB1513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1513'IN BOLTON.
 EB1513'0.2 MILE WEST ALONG U.S. 74 AND U.S. 76 FROM INTERSECTION WITH
 EB1513'N.C. 211 IN BOLTON, IN NORTH SHOULDER OF HIGHWAY AND IN NORTHEAST
 EB1513'QUADRANT OF INTERSECTION WITH SEVENTH STREET, 20.4 FEET NORTH
 EB1513'OF CENTERLINE OF HIGHWAY, 40.3 FEET EAST OF CENTERLINE OF STREET,
 EB1513'22.2 FEET SOUTHEAST OF METAL DRAINAGE COVER, 96.8 FEET SOUTHWEST
 EB1513'OF SOUTHWEST CORNER OF CHURCH, 27.7 FEET SOUTHEAST OF POWER POLE
 EB1513'WITH REFERENCE TAG AND 58.6 FEET NORTHEAST OF POWER POLE 3801
 EB1513'WITH REFERENCE TAG.
 EB1513'THE MARK IS 1 FT BELOW HIGHWAY.
 EB1513
 EB1513                          STATION RECOVERY (1989)
 EB1513
 EB1513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB1513'MARK APPEARS TO BE LEANING SIGHTLY EAST. DRAINAGE COVER REFERENCED IS
 EB1513'ACTUALLY A DROP INLET. MARK IS 7.8 FT (2.4 M) OF A 10-INCH MAGNOLIA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3044 ***********************************************************************
 FA3044  DESIGNATION -  BOLCH
 FA3044  PID         -  FA3044
 FA3044  STATE/COUNTY-  NC/CATAWBA
 FA3044  USGS QUAD   -  BETHLEHEM (1993)
 FA3044
 FA3044                         *CURRENT SURVEY CONTROL
 FA3044  ___________________________________________________________________
 FA3044* NAD 83(2001)-  35 45 20.85843(N)    081 15 46.93777(W)     ADJUSTED  
 FA3044* NAVD 88     -       337.0    (meters)    1106.     (feet)  VERTCON   
 FA3044  ___________________________________________________________________
 FA3044  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FA3044  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA3044  HORZ ORDER  -  SECOND
 FA3044
 FA3044.The horizontal coordinates were established by classical geodetic methods
 FA3044.and adjusted by the National Geodetic Survey in August 2005.
 FA3044
 FA3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3044
 FA3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3044
 FA3044.The geoid height was determined by GEOID03.
 FA3044
 FA3044;                    North         East     Units Scale Factor Converg.
 FA3044;SPC NC       -   224,838.841   404,966.025   MT  0.99991119   -1 18 22.2
 FA3044;SPC NC       -   737,658.76  1,328,626.03   sFT  0.99991119   -1 18 22.2
 FA3044;UTM  17      - 3,956,894.887   476,220.085   MT  0.99960697   -0 09 13.3
 FA3044
 FA3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3044!SPC NC       -   0.99995216  x   0.99991119  =   0.99986336
 FA3044!UTM  17      -   0.99995216  x   0.99960697  =   0.99955915
 FA3044
 FA3044:                Primary Azimuth Mark                     Grid Az
 FA3044:SPC NC       -  BANK                                     081 29 55.0
 FA3044:UTM  17      -  BANK                                     080 20 46.1
 FA3044
 FA3044|---------------------------------------------------------------------|
 FA3044| PID    Reference Object                     Distance      Geod. Az  |
 FA3044|                                                           dddmmss.s |
 FA3044| FA2865 BANK                                APPROX. 1.2 KM 0801132.8 |
 FA3044| FA3073 TRACTOR                             169.561 METERS 14438     |
 FA3044| FA3046 BOWMAN                              485.473 METERS 3092848.6 |
 FA3044|---------------------------------------------------------------------|
 FA3044
 FA3044                          SUPERSEDED SURVEY CONTROL
 FA3044
 FA3044  NAD 83(1986)-  35 45 20.86719(N)    081 15 46.94225(W) AD(       ) 2
 FA3044  NAD 27      -  35 45 20.38983(N)    081 15 47.64178(W) AD(       ) 2
 FA3044  NGVD 29 (07/19/86)  337.2    (m)         1106.     (f) VERT ANG    3  
 FA3044
 FA3044.Superseded values are not recommended for survey control.
 FA3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3044.See file dsdata.txt to determine how the superseded data were derived.
 FA3044
 FA3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7622056895(NAD 83)
 FA3044_MARKER: DE = TRAVERSE STATION DISK
 FA3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3044_STAMPING: BOLCH 1967
 FA3044_MARK LOGO: NCGS  
 FA3044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3044+STABILITY: SURFACE MOTION
 FA3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3044+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 FA3044
 FA3044  HISTORY     - Date     Condition        Report By
 FA3044  HISTORY     - 1967     MONUMENTED       NCGS
 FA3044  HISTORY     - 19990222 GOOD             NCGS
 FA3044
 FA3044                          STATION DESCRIPTION
 FA3044
 FA3044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3044'BOLCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3044'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3044'
 FA3044'BOLCH IS LOCATED APPROXIMATELY 4.5 MILES NORTHEAST OF THE
 FA3044'CENTER OF HICKORY.  STATION IS AT THE SOUTHEAST SIDE OF
 FA3044'INTERSECTION OF SR 1492 AND SR 1491 (SECTION HOUSE ROAD), IN
 FA3044'NORTHWEST CORNER OF YARD ON NORTH BANK OF SR 1491.
 FA3044'
 FA3044'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3044'BOLCH 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3044'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3044'
 FA3044'MARK IS
 FA3044'
 FA3044'52.2 FT NE OF C/L OF SR 1491 (SECTION HOUSE RD.)
 FA3044'
 FA3044'23.3 FT S OF C/L OF SR 1492
 FA3044'
 FA3044'3.0 FT NW OF END ANCHOR CABLE FOR PP 13
 FA3044'
 FA3044'15.0 FT NW OF PP 13 ON E SIDE OF SR 1491, WITH ALUMINUM REF. TAG
 FA3044'
 FA3044'51.3 FT NE OF PP 0 62, ON SW SIDE OF SR 1491, WITH ALUMINUM
 FA3044'REF. TAG
 FA3044'
 FA3044'43.2 FT SE OF 4 IN X 4 IN POST FOR SR 1491 AND SR 1492
 FA3044'SIGN, WITH ALUMINUM REF. TAG
 FA3044
 FA3044                          STATION RECOVERY (1999)
 FA3044
 FA3044'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA3044'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FA3044'MARK IS LOCATED 22.5 FT (6.9 M) NORTHEAST OF THE CENTERLINE OF SECTION
 FA3044'HOUSE ROAD, 45.0 FT (13.7 M) SOUTH OF THE CENTERLINE OF SIPE ROAD, AND
 FA3044'8.2 FT (2.5 M) SOUTH-SOUTHEAST OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1136 ***********************************************************************
 FA1136  DESIGNATION -  BOLEN
 FA1136  PID         -  FA1136
 FA1136  STATE/COUNTY-  NC/STANLY
 FA1136  USGS QUAD   -  NEW LONDON (1994)
 FA1136
 FA1136                         *CURRENT SURVEY CONTROL
 FA1136  ___________________________________________________________________
 FA1136* NAD 83(2001)-  35 22 53.78829(N)    080 08 24.22517(W)     ADJUSTED  
 FA1136* NAVD 88     -       179.396  (meters)     588.57   (feet)  ADJUSTED  
 FA1136  ___________________________________________________________________
 FA1136  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 FA1136  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA1136  DYNAMIC HT  -         179.239 (meters)     588.05  (feet)  COMP
 FA1136  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 FA1136
 FA1136  HORZ ORDER  -  SECOND
 FA1136  VERT ORDER  -  SECOND    CLASS II
 FA1136
 FA1136.The horizontal coordinates were established by classical geodetic methods
 FA1136.and adjusted by the National Geodetic Survey in August 2005.
 FA1136
 FA1136.The orthometric height was determined by differential leveling
 FA1136.and adjusted in June 1991.
 FA1136
 FA1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1136
 FA1136.The geoid height was determined by GEOID03.
 FA1136
 FA1136.The dynamic height is computed by dividing the NAVD 88
 FA1136.geopotential number by the normal gravity value computed on the
 FA1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1136.degrees latitude (g = 980.6199 gals.).
 FA1136
 FA1136.The modeled gravity was interpolated from observed gravity values.
 FA1136
 FA1136;                    North         East     Units Scale Factor Converg.
 FA1136;SPC NC       -   181,589.224   506,027.692   MT  0.99987515   -0 39 28.8
 FA1136;SPC NC       -   595,763.98  1,660,192.52   sFT  0.99987515   -0 39 28.8
 FA1136;UTM  17      - 3,915,702.658   578,105.640   MT  0.99967518   +0 29 52.6
 FA1136
 FA1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1136!SPC NC       -   0.99997660  x   0.99987515  =   0.99985175
 FA1136!UTM  17      -   0.99997660  x   0.99967518  =   0.99965179
 FA1136
 FA1136:                Primary Azimuth Mark                     Grid Az
 FA1136:SPC NC       -  COGGIN                                   053 53 43.7
 FA1136:UTM  17      -  COGGIN                                   052 44 22.3
 FA1136
 FA1136|---------------------------------------------------------------------|
 FA1136| PID    Reference Object                     Distance      Geod. Az  |
 FA1136|                                                           dddmmss.s |
 FA1136| FA1135 COGGIN                              APPROX. 0.7 KM 0531414.9 |
 FA1136| FA1137 KIMREY                              243.158 METERS 22129     |
 FA1136|---------------------------------------------------------------------|
 FA1136
 FA1136                          SUPERSEDED SURVEY CONTROL
 FA1136
 FA1136  NAD 83(1986)-  35 22 53.79832(N)    080 08 24.23365(W) AD(       ) 2
 FA1136  NAD 27      -  35 22 53.28485(N)    080 08 25.03498(W) AD(       ) 2
 FA1136  NGVD 29 (??/??/92)  179.661  (m)          589.44   (f) ADJ UNCH    2 2
 FA1136
 FA1136.Superseded values are not recommended for survey control.
 FA1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1136.See file dsdata.txt to determine how the superseded data were derived.
 FA1136
 FA1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7810615703(NAD 83)
 FA1136_MARKER: DE = TRAVERSE STATION DISK
 FA1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1136_STAMPING: BOLEN 1974
 FA1136_MARK LOGO: NCGS  
 FA1136_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1136+STABILITY: SURFACE MOTION
 FA1136
 FA1136  HISTORY     - Date     Condition        Report By
 FA1136  HISTORY     - UNK      MONUMENTED
 FA1136  HISTORY     - 1974     GOOD             NCGS
 FA1136  HISTORY     - 19960522 GOOD             NCGS
 FA1136
 FA1136                          STATION DESCRIPTION
 FA1136
 FA1136'DESCRIBED UNK
 FA1136'2.1 MI SW FROM BADIN.
 FA1136'BOLEN IS LOCATED APPROXIMATELY 3.9 MILES NE OF ALBEMARLE.  TO REACH
 FA1136'STATION FROM THE INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER OF
 FA1136'BADIN, PROCEED SW ALONG NC 740 FOR 2.25 MILES TO STATION ON THE RIGHT
 FA1136'NEAR THE EAST CORNER OF A YARD WITH A ONE STORY WHITE SHINGLED HOUSE
 FA1136'(BOLEN RESIDENCE). AND 0.05 MILE NE OF INTERSECTION WITH SR 1524. 33.3
 FA1136'FT. NW OF C/L OF NC 740, 84.7 FT. SE OF SOUTH CORNER OF HOUSE (PORCH),
 FA1136'58.3 FT. SE OF EAST CORNER OF BRICK PUMP HOUSE, 14.1 FT. WEST OF 10
 FA1136'IN. PINE AT SW END OF ROW NEAREST TO NC 740, 149.9 FT. NE OF PP WITH
 FA1136'TRANSFORMER WITH ALUMINUM REF. TAG, AND 68.7 FT. NW OF TP WITH
 FA1136'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH
 FA1136'WITH THE GROUND.
 FA1136
 FA1136                          STATION RECOVERY (1974)
 FA1136
 FA1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1136'BOLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1136'THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1136'
 FA1136'BOLEN IS LOCATED APPROXIMATELY 2.1 MILES SW OF BADIN, AND 3.9
 FA1136'MILES NE OF ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION
 FA1136'OF SR 1719 WITH NC 740 IN THE CENTER OF BADIN, PROCEED SW ALONG
 FA1136'NC 740 FOR 2.25 MILES TO STATION ON THE RIGHT NEAR THE EAST CORNER
 FA1136'OF A YARD WITH A ONE STORY WHITE SHINGLED HOUSE (BOLEN
 FA1136'RESIDENCE).  AND 0.05 MILE NE OF INTERSECTION WITH SR 1524.
 FA1136'
 FA1136'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1136'BOLEN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1136'IS FLUSH WITH THE GROUND.
 FA1136'
 FA1136'MARK IS 33.3 FT NW OF C/L OF NC 740
 FA1136'
 FA1136'84.7 FT SE OF SOUTH CORNER OF HOUSE (PORCH)
 FA1136'
 FA1136'58.3 FT SE OF EAST CORNER OF BRICK PUMP HOUSE
 FA1136'
 FA1136'14.1 FT W OF 10 IN PINE AT SW END OF ROW NEAREST TO NC 740
 FA1136'
 FA1136'149.9 FT NE OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA1136'
 FA1136'68.7 FT NW OF TP WITH ALUMINUM REF. TAG
 FA1136
 FA1136                          STATION RECOVERY (1996)
 FA1136
 FA1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA1136'RECOVERED AS DESCRIBED. MARK IS LOCATED 159.5 FT (48.6 M) EAST OF THE
 FA1136'CENTERLINE OF SR 1524 (KIRK ROAD), 160.9 FT (49.0 M) NORTHEAST OF THE
 FA1136'NORTH END OF AN 18-INHC CORRUGATED METAL PIPE UNDER THE ROAD--AND
 FA1136'153.4 FT (46.8 M) NORTHEAST OF A POWER POLE, 160.6 FT (49.0 M)
 FA1136'SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7083 ***********************************************************************
 AE7083  DESIGNATION -  BOLENS
 AE7083  PID         -  AE7083
 AE7083  STATE/COUNTY-  NC/MECKLENBURG
 AE7083  USGS QUAD   -  HARRISBURG (1993)
 AE7083
 AE7083                         *CURRENT SURVEY CONTROL
 AE7083  ___________________________________________________________________
 AE7083* NAD 83(2001)-  35 18 29.49747(N)    080 43 14.96216(W)     ADJUSTED  
 AE7083* NAVD 88     -       218.0    (meters)     715.     (feet)  VERTCON   
 AE7083  ___________________________________________________________________
 AE7083  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AE7083  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 AE7083  HORZ ORDER  -  SECOND
 AE7083
 AE7083.The horizontal coordinates were established by classical geodetic methods
 AE7083.and adjusted by the National Geodetic Survey in August 2005.
 AE7083
 AE7083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7083
 AE7083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7083
 AE7083.The geoid height was determined by GEOID03.
 AE7083
 AE7083;                    North         East     Units Scale Factor Converg.
 AE7083;SPC NC       -   174,206.666   453,129.434   MT  0.99987307   -0 59 35.5
 AE7083;SPC NC       -   571,543.04  1,486,642.15   sFT  0.99987307   -0 59 35.5
 AE7083;UTM  17      - 3,907,257.186   525,379.525   MT  0.99960794   +0 09 40.9
 AE7083
 AE7083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7083!SPC NC       -   0.99997056  x   0.99987307  =   0.99984363
 AE7083!UTM  17      -   0.99997056  x   0.99960794  =   0.99957851
 AE7083
 AE7083                          SUPERSEDED SURVEY CONTROL
 AE7083
 AE7083  NAD 83(1986)-  35 18 29.51366(N)    080 43 14.97150(W) AD(       ) 2
 AE7083  NGVD 29 (09/29/97)  218.2    (m)          716.     (f) VERT ANG    3  
 AE7083
 AE7083.Superseded values are not recommended for survey control.
 AE7083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7083.See file dsdata.txt to determine how the superseded data were derived.
 AE7083
 AE7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2538007257(NAD 83)
 AE7083_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7083_STAMPING: BOLENS 1987
 AE7083_MARK LOGO: NCGS  
 AE7083_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7083+STABILITY: SURFACE MOTION
 AE7083
 AE7083  HISTORY     - Date     Condition        Report By
 AE7083  HISTORY     - 1987     MONUMENTED       NCGS
 AE7083  HISTORY     - 20030514 MARK NOT FOUND   USPSQD
 AE7083
 AE7083                          STATION DESCRIPTION
 AE7083
 AE7083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7083'STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) WEST OF HARRISBURG, 7.08 KM
 AE7083'(4.40 MI) EAST OF DERITA. ALONG NC 49 FOR 2.49 KM (1.55 MI) EAST FROM
 AE7083'THE W.T. HARRIS BLVD. OVERPASS, OR 0.24 KM (0.15 MI) EAST OF SR 2939
 AE7083'(OLD CONCORD ROAD), IN SHOULDER. MARK IS LEVEL WITH HIGHWAY AND
 AE7083'RECESSED 3 INCHES BELOW GROUND. LOCATED 6.7 M (22.0 FT)
 AE7083'NORTH-NORTHWEST OF CENTERLINE OF HIGHWAY, 68.4 M (224.4 FT)
 AE7083'WEST-SOUTHWEST OF CENTERLINE OF DIRT DRIVEWAY LEADING NORTH TO A FRAME
 AE7083'HOUSE--AND 10.6 M (34.8 FT) SOUTHEAST OF SOUTH POST FOR SIGN, 18.0 M
 AE7083'(59.1 FT) SOUTH OF 10-INCH HICKORY, 9.9 M (32.5 FT) EAST OF A SIX-INCH
 AE7083'TREE--ALL THREE WITH REFERENCE TAGS.
 AE7083
 AE7083                          STATION RECOVERY (2003)
 AE7083
 AE7083'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE7083'SEARCHED NW SIDE OFNC 49.  NC 49 IS NOW CUAL LANE HERE AND MARKER MAY
 AE7083'BE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8203 ***********************************************************************
 AF8203  DESIGNATION -  BOLENS
 AF8203  PID         -  AF8203
 AF8203  STATE/COUNTY-  NC/RUTHERFORD
 AF8203  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8203
 AF8203                         *CURRENT SURVEY CONTROL
 AF8203  ___________________________________________________________________
 AF8203* NAD 83(2001)-  35 21 46.28225(N)    081 56 31.15979(W)     ADJUSTED  
 AF8203* NAVD 88     -       327.1    (meters)    1073.     (feet)  VERT ANG  
 AF8203  ___________________________________________________________________
 AF8203  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AF8203  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AF8203  HORZ ORDER  -  SECOND
 AF8203
 AF8203.The horizontal coordinates were established by classical geodetic methods
 AF8203.and adjusted by the National Geodetic Survey in August 2005.
 AF8203
 AF8203.The orthometric height was determined by vertical angle observations.
 AF8203
 AF8203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8203
 AF8203.The geoid height was determined by GEOID03.
 AF8203
 AF8203;                    North         East     Units Scale Factor Converg.
 AF8203;SPC NC       -   182,875.527   342,296.123   MT  0.99987446   -1 41 52.9
 AF8203;SPC NC       -   599,984.12  1,123,016.53   sFT  0.99987446   -1 41 52.9
 AF8203;UTM  17      - 3,913,690.809   414,421.861   MT  0.99969025   -0 32 42.8
 AF8203
 AF8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8203!SPC NC       -   0.99995366  x   0.99987446  =   0.99982813
 AF8203!UTM  17      -   0.99995366  x   0.99969025  =   0.99964393
 AF8203
 AF8203                          SUPERSEDED SURVEY CONTROL
 AF8203
 AF8203  NAD 83(1986)-  35 21 46.29511(N)    081 56 31.16160(W) AD(       ) 2
 AF8203
 AF8203.Superseded values are not recommended for survey control.
 AF8203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8203.See file dsdata.txt to determine how the superseded data were derived.
 AF8203
 AF8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1442213691(NAD 83)
 AF8203_MARKER: DE = TRAVERSE STATION DISK
 AF8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8203_STAMPING: BOLENS 1985
 AF8203_MARK LOGO: NCGS  
 AF8203_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8203+STABILITY: SURFACE MOTION
 AF8203
 AF8203  HISTORY     - Date     Condition        Report By
 AF8203  HISTORY     - 1985     MONUMENTED       NCGS
 AF8203  HISTORY     - 20010331 GOOD             NGS
 AF8203  HISTORY     - 20050912 MARK NOT FOUND   USPSQD
 AF8203
 AF8203                          STATION DESCRIPTION
 AF8203
 AF8203'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8203'STATION IS LOCATED IN EAST RUTHERFORDTON. AT THE INTERSECTION OF US 74
 AF8203'AND US 74 BYPASS IN THE SOUTHWEST QUADRANT. MARK IS FLUSH WITH GROUND
 AF8203'AND LEVEL WITH US 74. LOCATED 12.65 M (41.50 FT) NORTHWEST OF THE
 AF8203'CENTERLINE OF US 74 BYPASS, 6.0 M (19.7 FT) WEST OF EDGE OF CONCRETE
 AF8203'CURB, 24.96 M (81.89 FT) EAST-SOUTHEAST OF CORNER POST OF CHAIN LINK
 AF8203'FENCE AND NCDOT RIGHT-OF-WAY MONUMENT, 29.41 M (96.49 FT)
 AF8203'NORTH-NORTHEAST OF CENTER OF IRON DRAINAGE GRATE, 22.86 M (75.00 FT)
 AF8203'SOUTHWEST OF INTERSECTION OF US 74 AND US 74 BY-PASS--AND 7.74 M
 AF8203'(25.39 FT) SOUTH-SOUTHEAST OF POWER POLE, 21.49 M (70.51 FT)
 AF8203'EAST-NORTHEAST OF POWER POLE WITH TRANSFORMER--BOTH WITH REFERENCE
 AF8203'TAGS.
 AF8203
 AF8203                          STATION RECOVERY (2001)
 AF8203
 AF8203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AF8203
 AF8203                          STATION RECOVERY (2005)
 AF8203
 AF8203'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 AF8203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3172 ***********************************************************************
 EZ3172  DESIGNATION -  BOLICK
 EZ3172  PID         -  EZ3172
 EZ3172  STATE/COUNTY-  NC/RANDOLPH
 EZ3172  USGS QUAD   -  SEAGROVE (1994)
 EZ3172
 EZ3172                         *CURRENT SURVEY CONTROL
 EZ3172  ___________________________________________________________________
 EZ3172* NAD 83(2001)-  35 34 01.30299(N)    079 50 13.16064(W)     ADJUSTED  
 EZ3172* NAVD 88     -       230.935  (meters)     757.66   (feet)  ADJUSTED  
 EZ3172  ___________________________________________________________________
 EZ3172  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 EZ3172  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EZ3172  DYNAMIC HT  -         230.733 (meters)     757.00  (feet)  COMP
 EZ3172  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 EZ3172
 EZ3172  HORZ ORDER  -  SECOND
 EZ3172  VERT ORDER  -  SECOND    CLASS II
 EZ3172
 EZ3172.The horizontal coordinates were established by classical geodetic methods
 EZ3172.and adjusted by the National Geodetic Survey in August 2005.
 EZ3172
 EZ3172.The orthometric height was determined by differential leveling
 EZ3172.and adjusted in June 1991.
 EZ3172
 EZ3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3172
 EZ3172.The geoid height was determined by GEOID03.
 EZ3172
 EZ3172.The dynamic height is computed by dividing the NAVD 88
 EZ3172.geopotential number by the normal gravity value computed on the
 EZ3172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3172.degrees latitude (g = 980.6199 gals.).
 EZ3172
 EZ3172.The modeled gravity was interpolated from observed gravity values.
 EZ3172
 EZ3172;                    North         East     Units Scale Factor Converg.
 EZ3172;SPC NC       -   201,884.152   533,734.271   MT  0.99988768   -0 28 59.1
 EZ3172;SPC NC       -   662,348.26  1,751,093.19   sFT  0.99988768   -0 28 59.1
 EZ3172;UTM  17      - 3,936,549.543   605,391.730   MT  0.99973688   +0 40 35.5
 EZ3172
 EZ3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3172!SPC NC       -   0.99996852  x   0.99988768  =   0.99985621
 EZ3172!UTM  17      -   0.99996852  x   0.99973688  =   0.99970541
 EZ3172
 EZ3172                          SUPERSEDED SURVEY CONTROL
 EZ3172
 EZ3172  NAD 83(1986)-  35 34 01.31201(N)    079 50 13.17232(W) AD(       ) 2
 EZ3172  NGVD 29 (02/14/91)  231.17   (m)          758.4    (f) LEVELING    3  
 EZ3172
 EZ3172.Superseded values are not recommended for survey control.
 EZ3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3172.See file dsdata.txt to determine how the superseded data were derived.
 EZ3172
 EZ3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0539236550(NAD 83)
 EZ3172_MARKER: DE = TRAVERSE STATION DISK
 EZ3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3172_SP_SET: CONCRETE POST
 EZ3172_STAMPING: BOLICK 1981
 EZ3172_MARK LOGO: NCGS  
 EZ3172_PROJECTION: RECESSED 10 CENTIMETERS
 EZ3172_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3172+STABILITY: SURFACE MOTION
 EZ3172
 EZ3172  HISTORY     - Date     Condition        Report By
 EZ3172  HISTORY     - 1981     MONUMENTED       NCGS
 EZ3172  HISTORY     - 1981     GOOD             NCGS
 EZ3172
 EZ3172                          STATION DESCRIPTION
 EZ3172
 EZ3172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3172'THE STATION IS LOCATED APPROXIMATELY 9.7 MILES SOUTH OF ASHEBORO AND
 EZ3172'APPROXIMATELY 3.8 MILES WEST-NORTHWEST OF SEAGROVE.
 EZ3172'
 EZ3172'TO REACH STATION PROCEED 4.05 MILES SOUTH ALONG NC 134 FROM THE US 220
 EZ3172'BUS/BYPASS INTERCHANGE BRIDGE, OR 0.4 MILE SOUTH OF THE INTERCHANGE
 EZ3172'WITH SR 1135, IN THE WEST SHOULDER AND APPROXIMATELY 50 FEET SOUTH OF
 EZ3172'THE SOUTH END OF A GRAVELED TRAFFIC PULLOFF.
 EZ3172'
 EZ3172'STATION MARK IS A STANDARD DISK STAMPED---BOLICK 1981---SET IN THE TOP
 EZ3172'OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE AND
 EZ3172'ABOUT LEVEL WITH HIGHWAY. MARK IS 15.9 FEET WEST-NORTHWEST OF
 EZ3172'CENTERLINE OF HIGHWAY, 34.3 FEET EAST-SOUTHEAST OF METAL WITNESS POST,
 EZ3172'37.0 FEET EAST-SOUTHEAST OF A 10 INCH MAPLE, 38.8 FEET EAST OF 6 INCH
 EZ3172'OAK AND 89.3 FEET SOUTH OF 10 INCH POPLAR ALL WITH REFERENCE TAGS.
 EZ3172
 EZ3172                          STATION RECOVERY (1981)
 EZ3172
 EZ3172'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3172'3.8 MI WNW FROM SEAGROVE.
 EZ3172'4.05 MILES SOUTH ALONG NC 134 FROM THE US 220 BUSINESS/BYPASS
 EZ3172'INTERCHANGE BRIDGE, OR 0.4 MILE SOUTH OF THE INTERSECTION WITH SR
 EZ3172'1135, IN THE WEST SHOULDER AND APPROXIMATELY 50 FEET SOUTH OF THE
 EZ3172'SOUTH END OF A GRAVELED TRAFFIC PULLOFF, 15.9 FEET WEST-NORTHWEST OF
 EZ3172'CENTERLINE OF HIGHWAY, 34.3 FEET EAST-SOUTHEAST OF METAL WITNESS
 EZ3172'POST, 37.0 FEET EAST-SOUTHEAST OF 10 INCH MAPLE AND 38.8 FEET EAST OF
 EZ3172'6 INCH OAK AND 89.3 FEET SOUTH OF 10 INCH POPLAR ALL WITH REFERENCE
 EZ3172'TAGS.
 EZ3172'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1253 ***********************************************************************
 EZ1253  DESIGNATION -  BOLING
 EZ1253  PID         -  EZ1253
 EZ1253  STATE/COUNTY-  NC/CHATHAM
 EZ1253  USGS QUAD   -  SILER CITY (1988)
 EZ1253
 EZ1253                         *CURRENT SURVEY CONTROL
 EZ1253  ___________________________________________________________________
 EZ1253* NAD 83(2001)-  35 44 05.23011(N)    079 25 40.05166(W)     ADJUSTED  
 EZ1253* NAVD 88     -       173.609  (meters)     569.58   (feet)  ADJUSTED  
 EZ1253  ___________________________________________________________________
 EZ1253  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 EZ1253  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EZ1253  DYNAMIC HT  -         173.464 (meters)     569.11  (feet)  COMP
 EZ1253  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 EZ1253
 EZ1253  HORZ ORDER  -  SECOND
 EZ1253  VERT ORDER  -  SECOND    CLASS II
 EZ1253
 EZ1253.The horizontal coordinates were established by classical geodetic methods
 EZ1253.and adjusted by the National Geodetic Survey in August 2005.
 EZ1253
 EZ1253.The orthometric height was determined by differential leveling
 EZ1253.and adjusted in June 1991.
 EZ1253
 EZ1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1253
 EZ1253.The geoid height was determined by GEOID03.
 EZ1253
 EZ1253.The dynamic height is computed by dividing the NAVD 88
 EZ1253.geopotential number by the normal gravity value computed on the
 EZ1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1253.degrees latitude (g = 980.6199 gals.).
 EZ1253
 EZ1253.The modeled gravity was interpolated from observed gravity values.
 EZ1253
 EZ1253;                    North         East     Units Scale Factor Converg.
 EZ1253;SPC NC       -   220,258.906   570,904.850   MT  0.99990804   -0 14 48.9
 EZ1253;SPC NC       -   722,632.76  1,873,043.66   sFT  0.99990804   -0 14 48.9
 EZ1253;UTM  17      - 3,955,672.451   642,178.006   MT  0.99984910   +0 55 06.2
 EZ1253
 EZ1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1253!SPC NC       -   0.99997753  x   0.99990804  =   0.99988557
 EZ1253!UTM  17      -   0.99997753  x   0.99984910  =   0.99982664
 EZ1253
 EZ1253|---------------------------------------------------------------------|
 EZ1253| PID    Reference Object                     Distance      Geod. Az  |
 EZ1253|                                                           dddmmss.s |
 EZ1253| EZ1252 ROCKY                               359.085 METERS 08344     |
 EZ1253| EZ1254 PHILLIPS                            281.538 METERS 26221     |
 EZ1253|---------------------------------------------------------------------|
 EZ1253
 EZ1253                          SUPERSEDED SURVEY CONTROL
 EZ1253
 EZ1253  NAD 83(1986)-  35 44 05.23358(N)    079 25 40.06139(W) AD(       ) 2
 EZ1253  NAD 27      -  35 44 04.72587(N)    079 25 40.99133(W) AD(       ) 2
 EZ1253  NGVD 29 (??/??/92)  173.83   (m)          570.3    (f) COMPUTED    2 2
 EZ1253
 EZ1253.Superseded values are not recommended for survey control.
 EZ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1253.See file dsdata.txt to determine how the superseded data were derived.
 EZ1253
 EZ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4217855672(NAD 83)
 EZ1253_MARKER: DE = TRAVERSE STATION DISK
 EZ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1253_STAMPING: BOLING 1974
 EZ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1253+STABILITY: SURFACE MOTION
 EZ1253
 EZ1253  HISTORY     - Date     Condition        Report By
 EZ1253  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1253  HISTORY     - 1974     GOOD             NCGS
 EZ1253
 EZ1253                          STATION DESCRIPTION
 EZ1253
 EZ1253'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ1253'BOLING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1253'THE VICINITY OF SILER CITY, NORTH CAROLINA.
 EZ1253'
 EZ1253'BOLING IS LOCATED APPROXIMATELY 2.1 MILES ENE OF SILER CITY.  TO
 EZ1253'REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER CITY,
 EZ1253'PROCEED EAST ALONG U.S. 64 FOR 2.15 MILES TO STATION ON LEFT ON
 EZ1253'WEST SIDE OF A GRAVELED DRIVEWAY LEADING NORTH TO A ONE STORY
 EZ1253'BRICK HOUSE (J. K. BOLING RESIDENCE).  AND 0.3 MILE WEST OF
 EZ1253'BRIDGE OVER ROCKY RIVER.
 EZ1253'
 EZ1253'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1253'BOLING 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1253'WHICH IS FLUSH WITH THE GROUND.
 EZ1253'
 EZ1253'MARK IS 33.8 FT N OF C/L OF U.S. 64
 EZ1253'
 EZ1253'44.3 FT W OF C/L OF GRAVELED DRIVEWAY
 EZ1253'
 EZ1253'134.4 FT WSW OF TELEPHONE PEDESTAL AND POLE WITH ALUMINUM REF. TAG
 EZ1253'
 EZ1253'105.7 FT NNW OF POLE WITH LIGHT AND ALUMINUM REF. TAG
 EZ1253'
 EZ1253'38.8 FT SW OF CORNER FENCE POST ON WEST SIDE OF DRIVEWAY WITH
 EZ1253'ALUMINUM REF. TAG
 EZ1253
 EZ1253                          STATION RECOVERY (1974)
 EZ1253
 EZ1253'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1253'2.1 MI ENE FROM SILER CITY.
 EZ1253'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER U.S. 421 IN SILER
 EZ1253'CITY, PROCEED EAST ALONG U.S. 64 FOR 2.15 MILES TO STATION ON
 EZ1253'LEFT ON WEST SIDE OF A GRAVELED DRIVEWAY LEADING NORTH TO A ONE
 EZ1253'STORY BRICK HOUSE (J.K. BOLING RESIDENCE), AND 0.3 MILE WEST OF
 EZ1253'BRIDGE OVER ROCKY RIVER, 33.8 FT NORTH OF C/L OF U.S. 64, 44.3
 EZ1253'FT WEST OF C/L OF GRAVELED DRIVEWAY, 134.4 FT WSW OF TELEPHONE
 EZ1253'PEDESTAL AND POLE WITH ALUMINUM REF. TAG, 105.7 FT NNW OF POLE
 EZ1253'WITH LIGHT AND ALUMINUM REF. TAG, AND 38.8 FT SW OF CORNER
 EZ1253'FENCE POST ON WEST SIDE OF DRIVEWAY WITH ALUMINUM REF. TAG.
 EZ1253'DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ1253'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1687 ***********************************************************************
 FA1687  DESIGNATION -  BOLING
 FA1687  PID         -  FA1687
 FA1687  STATE/COUNTY-  NC/DAVIDSON
 FA1687  USGS QUAD   -  LEXINGTON EAST (1994)
 FA1687
 FA1687                         *CURRENT SURVEY CONTROL
 FA1687  ___________________________________________________________________
 FA1687* NAD 83(2001)-  35 51 48.10129(N)    080 10 57.66656(W)     ADJUSTED  
 FA1687* NAVD 88     -       224.44   (+/-2cm)     736.4    (feet)  VERTCON   
 FA1687  ___________________________________________________________________
 FA1687  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 FA1687  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FA1687  HORZ ORDER  -  SECOND
 FA1687  VERT ORDER  -  THIRD ? (See Below)
 FA1687
 FA1687.The horizontal coordinates were established by classical geodetic methods
 FA1687.and adjusted by the National Geodetic Survey in August 2005.
 FA1687
 FA1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1687.The vertical order pertains to the NGVD 29 superseded value.
 FA1687
 FA1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1687
 FA1687.The geoid height was determined by GEOID03.
 FA1687
 FA1687;                    North         East     Units Scale Factor Converg.
 FA1687;SPC NC       -   235,076.731   502,792.381   MT  0.99992945   -0 40 57.4
 FA1687;SPC NC       -   771,247.57  1,649,578.00   sFT  0.99992945   -0 40 57.4
 FA1687;UTM  17      - 3,969,101.765   573,790.297   MT  0.99966709   +0 28 43.9
 FA1687
 FA1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1687!SPC NC       -   0.99996969  x   0.99992945  =   0.99989915
 FA1687!UTM  17      -   0.99996969  x   0.99966709  =   0.99963679
 FA1687
 FA1687:                Primary Azimuth Mark                     Grid Az
 FA1687:SPC NC       -  REX                                      068 37 32.9
 FA1687:UTM  17      -  REX                                      067 27 51.6
 FA1687
 FA1687|---------------------------------------------------------------------|
 FA1687| PID    Reference Object                     Distance      Geod. Az  |
 FA1687|                                                           dddmmss.s |
 FA1687| FA1696 REX                                 APPROX. 2.6 KM 0675635.5 |
 FA1687| FA1699 WISE                                476.055 METERS 2314622.3 |
 FA1687|---------------------------------------------------------------------|
 FA1687
 FA1687                          SUPERSEDED SURVEY CONTROL
 FA1687
 FA1687  NAD 83(1986)-  35 51 48.10872(N)    080 10 57.67385(W) AD(       ) 2
 FA1687  NAD 27      -  35 51 47.61636(N)    080 10 58.51125(W) AD(       ) 2
 FA1687  NGVD 29 (07/19/86)  224.66   (m)          737.1    (f) LEVELING    3  
 FA1687
 FA1687.Superseded values are not recommended for survey control.
 FA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1687.See file dsdata.txt to determine how the superseded data were derived.
 FA1687
 FA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7379069102(NAD 83)
 FA1687_MARKER: DE = TRAVERSE STATION DISK
 FA1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1687_STAMPING: BOLING 1966
 FA1687_MARK LOGO: NCGS  
 FA1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1687+STABILITY: SURFACE MOTION
 FA1687
 FA1687  HISTORY     - Date     Condition        Report By
 FA1687  HISTORY     - 1966     MONUMENTED       NCGS
 FA1687
 FA1687                          STATION DESCRIPTION
 FA1687
 FA1687'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 FA1687'BOLING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1687'IN THE VICINITY OF LEXINGTON, NORTH CAROLINA.
 FA1687'
 FA1687'BOLING IS 5.0 MILES EAST OF LEXINGTON.  4.5 MILES ENE OF
 FA1687'INTERSECTION OF NC 8 AND U.S. 29 AND 70 BYPASS.  AND 3.4 MILES
 FA1687'NORTH OF HOLLY GROVER.  TO REACH STATION PROCEED FROM
 FA1687'INTERSECTION OF NC 8, U.S. 52 AND U.S. 29 AND 70 BYPASS EAST
 FA1687'ON U.S. 70 AND 29 FOR 4.65 MILES TO INTERSECTION WITH SR 1798
 FA1687'(OLD GREENSBORO RD.).  TURN LEFT AND TRAVEL NORTH ON SR 1798
 FA1687'FOR 0.05 MILES TO INTERSECTION OF SR 1873, TURN RIGHT AND
 FA1687'TRAVEL EAST ON SR 1873 (PARALLEL TO U.S. 29 AND 70) FOR 0.25
 FA1687'MILES TO STATION ON LEFT.
 FA1687'
 FA1687'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1687'BOLING 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA1687'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1687'
 FA1687'MARK IS
 FA1687'
 FA1687'52.6 FT W OF PP 19 WITH ALUMINUM REF. TAG
 FA1687'
 FA1687'19.9 FT W OF 5 INCH POLE WITH ALUMINUM REF. TAG AT SE END OF
 FA1687'SIGN BOARD
 FA1687'
 FA1687'30.7 FT SSW OF 5 INCH POLE WITH ALUMINUM REF. TAG AT NW END
 FA1687'OF SIGN BOARD
 FA1687'
 FA1687'1.8 FT N OF TOP OF 15 FOOT CUT
 FA1687'
 FA1687'38.9 FT N OF C/L OF SR 1873
 FA1687'
 FA1687'500.0 FT S OF DAVIDSON COUNTY COMMUNITY COLLEGE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0202 ***********************************************************************
 EB0202  DESIGNATION -  BOLIVIA
 EB0202  PID         -  EB0202
 EB0202  STATE/COUNTY-  NC/BRUNSWICK
 EB0202  USGS QUAD   -  BOLIVIA (1990)
 EB0202
 EB0202                         *CURRENT SURVEY CONTROL
 EB0202  ___________________________________________________________________
 EB0202* NAD 83(2001)-  34 04 45.30381(N)    078 08 22.22325(W)     ADJUSTED  
 EB0202* NAVD 88     -        16.380  (meters)      53.74   (feet)  ADJUSTED  
 EB0202  ___________________________________________________________________
 EB0202  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EB0202  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EB0202  DYNAMIC HT  -          16.363 (meters)      53.68  (feet)  COMP
 EB0202  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EB0202
 EB0202  HORZ ORDER  -  SECOND
 EB0202  VERT ORDER  -  FIRST     CLASS I
 EB0202
 EB0202.The horizontal coordinates were established by classical geodetic methods
 EB0202.and adjusted by the National Geodetic Survey in August 2005.
 EB0202
 EB0202.The orthometric height was determined by differential leveling
 EB0202.and adjusted in June 1991.
 EB0202
 EB0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0202
 EB0202.The geoid height was determined by GEOID03.
 EB0202
 EB0202.The dynamic height is computed by dividing the NAVD 88
 EB0202.geopotential number by the normal gravity value computed on the
 EB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0202.degrees latitude (g = 980.6199 gals.).
 EB0202
 EB0202.The modeled gravity was interpolated from observed gravity values.
 EB0202
 EB0202;                    North         East     Units Scale Factor Converg.
 EB0202;SPC NC       -    36,870.300   689,029.192   MT  1.00008004   +0 29 47.9
 EB0202;SPC NC       -   120,965.31  2,260,589.94   sFT  1.00008004   +0 29 47.9
 EB0202;UTM  17      - 3,774,637.148   763,955.922   MT  1.00045895   +1 36 13.6
 EB0202
 EB0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0202!SPC NC       -   1.00000317  x   1.00008004  =   1.00008321
 EB0202!UTM  17      -   1.00000317  x   1.00045895  =   1.00046212
 EB0202
 EB0202:                Primary Azimuth Mark                     Grid Az
 EB0202:SPC NC       -  BOLIVIA AZ MK                            033 43 41.6
 EB0202:UTM  17      -  BOLIVIA AZ MK                            032 37 15.9
 EB0202
 EB0202|---------------------------------------------------------------------|
 EB0202| PID    Reference Object                     Distance      Geod. Az  |
 EB0202|                                                           dddmmss.s |
 EB0202| EB0200 BOLIVIA AZ MK                       APPROX. 1.0 KM 0341329.5 |
 EB0202| EB2142 BOLIVIA 1942 AZ MK 1979             365.264 METERS 20749     |
 EB0202| EB1166 DANFORD                             295.408 METERS 20817     |
 EB0202| EB0203 BOLIVIA RM 1                         31.214 METERS 21521     |
 EB0202| EB2127 BOLIVIA J JOHNSON LMBR CO STK       APPROX. 1.8 KM 2170715.5 |
 EB0202| EB2126 BOLIVIA FIRE TOWER                  APPROX. 7.9 KM 2380916.3 |
 EB0202| EB0201 BOLIVIA RM 2                         30.684 METERS 34524     |
 EB0202|---------------------------------------------------------------------|
 EB0202
 EB0202                          SUPERSEDED SURVEY CONTROL
 EB0202
 EB0202  NAD 83(1986)-  34 04 45.31352(N)    078 08 22.23419(W) AD(       ) 2
 EB0202  NAD 27      -  34 04 44.69600(N)    078 08 23.25300(W) AD(       ) 2
 EB0202  NGVD 29 (??/??/92)   16.709  (m)           54.82   (f) ADJ UNCH    1 1
 EB0202
 EB0202.Superseded values are not recommended for survey control.
 EB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0202.See file dsdata.txt to determine how the superseded data were derived.
 EB0202
 EB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6395674637(NAD 83)
 EB0202_MARKER: DS = TRIANGULATION STATION DISK
 EB0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0202_STAMPING: BOLIVIA 1942
 EB0202_MARK LOGO: CGS   
 EB0202_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0202+STABILITY: SURFACE MOTION
 EB0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0202+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 EB0202
 EB0202  HISTORY     - Date     Condition        Report By
 EB0202  HISTORY     - 1942     MONUMENTED       CGS
 EB0202  HISTORY     - 1963     GOOD             NGS
 EB0202  HISTORY     - 1975     GOOD             NCDNR
 EB0202  HISTORY     - 1979     GOOD             NCGS
 EB0202  HISTORY     - 19980923 GOOD             NCGS
 EB0202  HISTORY     - 19980923 GOOD             NCGS
 EB0202  HISTORY     - 20010628 GOOD             USPSQD
 EB0202
 EB0202                          STATION DESCRIPTION
 EB0202
 EB0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB0202'STATION IS LOCATED ABOUT 1.15 MILES NE OF BOLIVIA, NORTH
 EB0202'CAROLINA, ON THE W SIDE OF U.S. HIGHWAY 17, 58 FEET W OF THE
 EB0202'CENTERLINE, AND 30 FEET NW OF REA CO-OP POLE NO. 5215 ON LAND
 EB0202'COVERED WITH SECOND GROWTH PINE.  THE OWNER OF THE LAND IS NOT
 EB0202'KNOWN.  IT IS 4 FEET NE OF A STANDARD REFERENCE POST, PROJECTS
 EB0202'6 INCHES, AND IS STAMPED---BOLIVIA 1942---.
 EB0202'
 EB0202'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB0202'STANDARD DISKS SET IN CONCRETE.
 EB0202'
 EB0202'REFERENCE MARK NO.1 IS 102.42 FEET SW OF THE STATION, 63 FEET
 EB0202'W OF THE CENTER LINE OF U.S. HIGHWAY 17, PROJECTS 6 INCHES,
 EB0202'AND IS STAMPED---BOLIVIA NO.1 1942---.
 EB0202'
 EB0202'REFERENCE MARK NO. 2 IS 100.67 FEET N OF THE STATION, 133
 EB0202'FEET WNW OF THE CENTER LINE OF THE ROAD, PROJECTS 8 INCHES, AND
 EB0202'IS STAMPED---BOLIVIA NO.2 1942---.
 EB0202'
 EB0202'THE AZIMUTH MARK IS ABOUT 0.65 MILE NNE OF THE STATION, ON THE
 EB0202'E SIDE OF U.S. HIGHWAY 17, 30 FEET E OF THE CENTER LINE, 5
 EB0202'FEET E OF THE DITCH, AND 3 FEET S OF A STANDARD REFERENCE
 EB0202'POST.  IT PROJECTS 9 INCHES AND IS STAMPED---BOLIVIA 1942---.
 EB0202'IT IS OPPOSITE AN ABANDONED SAWMILL ON THE W SIDE OF THE ROAD.
 EB0202'
 EB0202'TO REACH THE STATION FROM THE POST OFFICE IN BOLIVIA, GO N
 EB0202'ON U.S. HIGHWAY 17 FOR 1.5 MILES TO HIGH LINE POLE NO. 5215
 EB0202'AND THE STATION ON THE LEFT.
 EB0202'
 EB0202'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB0202
 EB0202                          STATION RECOVERY (1963)
 EB0202
 EB0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0202'0.7 MI NE FROM BOLIVIA.
 EB0202'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE HIGH
 EB0202'SCHOOL AT BOLIVIA, 115 FEET NORTHEAST OF SOUTH SOUTHEAST CORNER
 EB0202'OF A TWO STORY BRICK HOUSE NORTHWEST OF HIGHWAY, 63 FEET NORTHWEST
 EB0202'OF CENTER LINE OF HIGHWAY, 74 FEET NORTH OF CENTER OF JUNCTION
 EB0202'OF DRIVEWAY, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A
 EB0202'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 EB0202
 EB0202                          STATION RECOVERY (1975)
 EB0202
 EB0202'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (JDB)
 EB0202'BOLIVIA 1942 GOOD
 EB0202'
 EB0202'BOLIVIA NO 1 1942 GOOD
 EB0202'
 EB0202'BOLIVIA NO 2 1942 NOT FOUND
 EB0202'
 EB0202'BOLIVIA AZ. 1942 GOOD
 EB0202
 EB0202                          STATION RECOVERY (1979)
 EB0202
 EB0202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0202'RECOVERED IN GOOD CONDITION.
 EB0202
 EB0202                          STATION RECOVERY (1998)
 EB0202
 EB0202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB0202'THE STATION IS SOUTH OF U.S.  17, NORTHWEST OF U.S.  17 BUSINESS AND
 EB0202'NORTHEAST OF BOLIVIA, N.C.  ON THE WEST SIDE OF U.S.  17 BUSINESS, 58
 EB0202'FEET (17.7 M) WEST-NORTHWEST OF THE CENTERLINE.  THE WITNESS POST IS
 EB0202'GONE, STATION IS FLUSH WITH THE GROUND.
 EB0202
 EB0202                          STATION RECOVERY (1998)
 EB0202
 EB0202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB0202'RECOVERED AS DESCRIBED.
 EB0202
 EB0202                          STATION RECOVERY (2001)
 EB0202
 EB0202'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2142 ***********************************************************************
 EB2142  DESIGNATION -  BOLIVIA 1942 AZ MK 1979
 EB2142  PID         -  EB2142
 EB2142  STATE/COUNTY-  NC/BRUNSWICK
 EB2142  USGS QUAD   -  BOLIVIA (1990)
 EB2142
 EB2142                         *CURRENT SURVEY CONTROL
 EB2142  ___________________________________________________________________
 EB2142* NAD 83(2001)-  34 04 34.81882(N)    078 08 28.87057(W)     NO CHECK  
 EB2142* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 EB2142  ___________________________________________________________________
 EB2142  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EB2142  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EB2142  HORZ ORDER  -  THIRD
 EB2142
 EB2142.The horizontal coordinates were established by classical geodetic methods
 EB2142.and adjusted by the National Geodetic Survey in August 2005.
 EB2142.No horizontal observational check was made to the station.
 EB2142
 EB2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2142
 EB2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2142
 EB2142.The geoid height was determined by GEOID03.
 EB2142
 EB2142;                    North         East     Units Scale Factor Converg.
 EB2142;SPC NC       -    36,545.745   688,861.551   MT  1.00008107   +0 29 44.1
 EB2142;SPC NC       -   119,900.50  2,260,039.94   sFT  1.00008107   +0 29 44.1
 EB2142;UTM  17      - 3,774,309.291   763,794.523   MT  1.00045790   +1 36 09.4
 EB2142
 EB2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2142!SPC NC       -   1.00000348  x   1.00008107  =   1.00008455
 EB2142!UTM  17      -   1.00000348  x   1.00045790  =   1.00046138
 EB2142
 EB2142                          SUPERSEDED SURVEY CONTROL
 EB2142
 EB2142  NAD 83(1986)-  34 04 34.82850(N)    078 08 28.88144(W) AD(       ) 3
 EB2142  NAD 27      -  34 04 34.21086(N)    078 08 29.90033(W) AD(       ) 3
 EB2142  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG    3  
 EB2142
 EB2142.Superseded values are not recommended for survey control.
 EB2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2142.See file dsdata.txt to determine how the superseded data were derived.
 EB2142
 EB2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6379574309(NAD 83)
 EB2142_STAMPING: BOLIVIA 1942
 EB2142_MARK LOGO: CGS   
 EB2142_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2142+STABILITY: SURFACE MOTION
 EB2142
 EB2142  HISTORY     - Date     Condition        Report By
 EB2142  HISTORY     - 1942     MONUMENTED       CGS
 EB2142  HISTORY     - UNK      SEE DESCRIPTION
 EB2142  HISTORY     - 19980923 MARK NOT FOUND   NCGS
 EB2142
 EB2142                          STATION DESCRIPTION
 EB2142
 EB2142'DESCRIBED UNK
 EB2142'RECOVERED AS DESCRIBED.
 EB2142
 EB2142                          STATION RECOVERY (1998)
 EB2142
 EB2142'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2142'NOT FOUND, PROBABLY LOST.  US 17 IS NOW 4 LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2126 ***********************************************************************
 EB2126  DESIGNATION -  BOLIVIA FIRE TOWER
 EB2126  PID         -  EB2126
 EB2126  STATE/COUNTY-  NC/BRUNSWICK
 EB2126  USGS QUAD   -  BOLIVIA (1990)
 EB2126
 EB2126                         *CURRENT SURVEY CONTROL
 EB2126  ___________________________________________________________________
 EB2126* NAD 83(2001)-  34 02 30.46360(N)    078 12 42.85759(W)     ADJUSTED  
 EB2126* NAVD 88     -              **(meters)            **(feet)            
 EB2126  ___________________________________________________________________
 EB2126  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 EB2126  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 EB2126  HORZ ORDER  -  THIRD
 EB2126
 EB2126.The horizontal coordinates were established by classical geodetic methods
 EB2126.and adjusted by the National Geodetic Survey in August 2005.
 EB2126
 EB2126
 EB2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2126
 EB2126.The geoid height was determined by GEOID03.
 EB2126
 EB2126;                    North         East     Units Scale Factor Converg.
 EB2126;SPC NC       -    32,659.873   682,379.578   MT  1.00009348   +0 27 17.5
 EB2126;SPC NC       -   107,151.60  2,238,773.67   sFT  1.00009348   +0 27 17.5
 EB2126;UTM  17      - 3,770,297.524   757,386.584   MT  1.00041673   +1 33 41.9
 EB2126
 EB2126                          SUPERSEDED SURVEY CONTROL
 EB2126
 EB2126  NAD 83(1986)-  34 02 30.47271(N)    078 12 42.86773(W) AD(       ) 4
 EB2126  NAD 27      -  34 02 29.85500(N)    078 12 43.87600(W) AD(       ) 3
 EB2126
 EB2126.Superseded values are not recommended for survey control.
 EB2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2126.See file dsdata.txt to determine how the superseded data were derived.
 EB2126
 EB2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5738770298(NAD 83)
 EB2126_MARKER: 57 = LOOKOUT TOWER
 EB2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB2126+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 EB2126
 EB2126  HISTORY     - Date     Condition        Report By
 EB2126  HISTORY     - 1942     FIRST OBSERVED   CGS
 EB2126  HISTORY     - 1942     GOOD             CGS
 EB2126  HISTORY     - 20010628 GOOD             USPSQD
 EB2126
 EB2126                          STATION DESCRIPTION
 EB2126
 EB2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2126'THIS INTERSECTION STATION IS A FOUR-LEGGED STEEL STRUCTURE
 EB2126'ABOUT 110 FEET HIGH, 127.5 FEET N OF THE CENTER LINE OF U.S. HIGHWAY
 EB2126'17, 66.5 FEET SW OF THE SW CORNER OF THE
 EB2126'FOREST RANGER HOUSE.  THE TOP OF THE TOWER HAS AN ENCLOSED METAL
 EB2126'CAB.  THE APEX OF THE ROOF WAS THE POINT OBSERVED.
 EB2126'
 EB2126'TO REACH THE FIRE TOWER FROM THE BOLIVIA POST OFFICE, GO SW ON
 EB2126'U.S. HIGHWAY 17 FOR 4.2 MILES TO THE TOWER ON THE RIGHT.
 EB2126
 EB2126                          STATION RECOVERY (1942)
 EB2126
 EB2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 EB2126'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 EB2126'
 EB2126'(1) 131.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 17, NOT
 EB2126'127.5 FEET.
 EB2126
 EB2126                          STATION RECOVERY (2001)
 EB2126
 EB2126'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2127 ***********************************************************************
 EB2127  DESIGNATION -  BOLIVIA J JOHNSON LMBR CO STK
 EB2127  PID         -  EB2127
 EB2127  STATE/COUNTY-  NC/BRUNSWICK
 EB2127  USGS QUAD   -  BOLIVIA (1990)
 EB2127
 EB2127                         *CURRENT SURVEY CONTROL
 EB2127  ___________________________________________________________________
 EB2127* NAD 83(2001)-  34 03 59.55125(N)    078 09 03.83202(W)     ADJUSTED  
 EB2127* NAVD 88     -              **(meters)            **(feet)            
 EB2127  ___________________________________________________________________
 EB2127  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EB2127  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EB2127  HORZ ORDER  -  THIRD
 EB2127
 EB2127.The horizontal coordinates were established by classical geodetic methods
 EB2127.and adjusted by the National Geodetic Survey in August 2005.
 EB2127
 EB2127
 EB2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2127
 EB2127.The geoid height was determined by GEOID03.
 EB2127
 EB2127;                    North         East     Units Scale Factor Converg.
 EB2127;SPC NC       -    35,451.316   687,974.413   MT  1.00008455   +0 29 23.9
 EB2127;SPC NC       -   116,309.86  2,257,129.39   sFT  1.00008455   +0 29 23.9
 EB2127;UTM  17      - 3,773,197.514   762,928.370   MT  1.00045228   +1 35 48.3
 EB2127
 EB2127                          SUPERSEDED SURVEY CONTROL
 EB2127
 EB2127  NAD 83(1986)-  34 03 59.56086(N)    078 09 03.84268(W) AD(       ) 4
 EB2127  NAD 27      -  34 03 58.94400(N)    078 09 04.86000(W) AD(       ) 3
 EB2127
 EB2127.Superseded values are not recommended for survey control.
 EB2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2127.See file dsdata.txt to determine how the superseded data were derived.
 EB2127
 EB2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6292873198(NAD 83)
 EB2127_MARKER: 63 = STACK
 EB2127
 EB2127  HISTORY     - Date     Condition        Report By
 EB2127  HISTORY     - 1942     FIRST OBSERVED   CGS
 EB2127  HISTORY     - 20010628 MARK NOT FOUND   USPSQD
 EB2127
 EB2127                          STATION DESCRIPTION
 EB2127
 EB2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2127'THIS INTERSECTION STATION IS A METAL SMOKE STACK 80 FEET HIGH,
 EB2127'ON THE W EDGE OF THE JOHNSON LUMBER YARD IN THE SMALL VILLAGE
 EB2127'OF BOLIVIA.
 EB2127'
 EB2127'TO REACH THE STATION FROM THE BOLIVIA POST OFFICE, GO W ON
 EB2127'GRADED DIRT ROAD FOR 0.15 MILE TO THE J.D. JOHNSON LUMBER YARD
 EB2127'ON THE LEFT.
 EB2127
 EB2127                          STATION RECOVERY (2001)
 EB2127
 EB2127'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2127'ASKED AT POST OFFICE AND GAS STATION.  JOHNSON LUMBER CO. NOT HEARD
 EB2127'OF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0203 ***********************************************************************
 EB0203  DESIGNATION -  BOLIVIA RM 1
 EB0203  PID         -  EB0203
 EB0203  STATE/COUNTY-  NC/BRUNSWICK
 EB0203  USGS QUAD   -  BOLIVIA (1990)
 EB0203
 EB0203                         *CURRENT SURVEY CONTROL
 EB0203  ___________________________________________________________________
 EB0203* NAD 83(1986)-  34 04 45.     (N)    078 08 22.     (W)     SCALED    
 EB0203* NAVD 88     -        16.319  (meters)      53.54   (feet)  ADJUSTED  
 EB0203  ___________________________________________________________________
 EB0203  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EB0203  DYNAMIC HT  -          16.303 (meters)      53.49  (feet)  COMP
 EB0203  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EB0203
 EB0203  VERT ORDER  -  FIRST     CLASS I
 EB0203
 EB0203.The horizontal coordinates were scaled from a topographic map and have
 EB0203.an estimated accuracy of +/- 6 seconds.
 EB0203
 EB0203.The orthometric height was determined by differential leveling
 EB0203.and adjusted in June 1991.
 EB0203
 EB0203.The geoid height was determined by GEOID03.
 EB0203
 EB0203.The dynamic height is computed by dividing the NAVD 88
 EB0203.geopotential number by the normal gravity value computed on the
 EB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0203.degrees latitude (g = 980.6199 gals.).
 EB0203
 EB0203.The modeled gravity was interpolated from observed gravity values.
 EB0203
 EB0203;                    North         East    Units  Estimated Accuracy
 EB0203;SPC NC       -    36,860.      689,040.      MT  (+/- 180 meters Scaled)
 EB0203
 EB0203                          SUPERSEDED SURVEY CONTROL
 EB0203
 EB0203  NGVD 29 (??/??/92)   16.648  (m)           54.62   (f) ADJ UNCH    1 1
 EB0203
 EB0203.Superseded values are not recommended for survey control.
 EB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0203.See file dsdata.txt to determine how the superseded data were derived.
 EB0203
 EB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT639746(NAD 83)
 EB0203_MARKER: DR = REFERENCE MARK DISK
 EB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0203_STAMPING: BOLIVIA NO 1 1942
 EB0203_MARK LOGO: CGS   
 EB0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0203+STABILITY: SURFACE MOTION
 EB0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0203+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 EB0203
 EB0203  HISTORY     - Date     Condition        Report By
 EB0203  HISTORY     - 1942     MONUMENTED       CGS
 EB0203  HISTORY     - 1963     GOOD             NGS
 EB0203  HISTORY     - 1979     GOOD             NCGS
 EB0203  HISTORY     - 19980923 GOOD             NCGS
 EB0203  HISTORY     - 19980923 GOOD             NCGS
 EB0203  HISTORY     - 20010628 GOOD             USPSQD
 EB0203
 EB0203                          STATION DESCRIPTION
 EB0203
 EB0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EB0203'0.7 MI NE FROM BOLIVIA.
 EB0203'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE HIGH
 EB0203'SCHOOL AT BOLIVIA, IN THE LAWN OF A TWO STORY BRICK HOUSE
 EB0203'NORTHWEST OF HIGHWAY, 63 FEET NORTHWEST OF CENTER LINE OF
 EB0203'HIGHWAY, 92 FEET WEST OF CENTER OF JUNCTION OF DRIVEWAY, 88 FEET
 EB0203'EAST OF SOUTH-SOUTHEAST CORNER OF HOUSE, 102.4 FEET SOUTHWEST OF
 EB0203'TRIANGULATION STATION BOLIVIA, ABOUT LEVEL WITH HIGHWAY, AND SET
 EB0203'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 EB0203
 EB0203                          STATION RECOVERY (1979)
 EB0203
 EB0203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0203'RECOVERED IN GOOD CONDITION.
 EB0203
 EB0203                          STATION RECOVERY (1998)
 EB0203
 EB0203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB0203'RECOVERY NOTE---U.S.  17 IN THE DESCRIPTION SHOULD NOW READ U.S.  17
 EB0203'BUSINESS.  STATION IS 0.05 MILES (0.08 KM) SOUTH OF U.S.  17 AND U.S.
 EB0203'17 BUSINESS, NORTHEAST OF BOLIVIA.  MARK PROJECTS 6-INCHES.
 EB0203
 EB0203                          STATION RECOVERY (1998)
 EB0203
 EB0203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB0203'RECOVERED AS DESCRIBED.
 EB0203
 EB0203                          STATION RECOVERY (2001)
 EB0203
 EB0203'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0201 ***********************************************************************
 EB0201  DESIGNATION -  BOLIVIA RM 2
 EB0201  PID         -  EB0201
 EB0201  STATE/COUNTY-  NC/BRUNSWICK
 EB0201  USGS QUAD   -  BOLIVIA (1990)
 EB0201
 EB0201                         *CURRENT SURVEY CONTROL
 EB0201  ___________________________________________________________________
 EB0201* NAD 83(1986)-  34 04 45.     (N)    078 08 23.     (W)     SCALED    
 EB0201* NAVD 88     -        16.569  (meters)      54.36   (feet)  ADJUSTED  
 EB0201  ___________________________________________________________________
 EB0201  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EB0201  DYNAMIC HT  -          16.552 (meters)      54.30  (feet)  COMP
 EB0201  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 EB0201
 EB0201  VERT ORDER  -  FIRST     CLASS I
 EB0201
 EB0201.The horizontal coordinates were scaled from a topographic map and have
 EB0201.an estimated accuracy of +/- 6 seconds.
 EB0201
 EB0201.The orthometric height was determined by differential leveling
 EB0201.and adjusted in June 1991.
 EB0201
 EB0201.The geoid height was determined by GEOID03.
 EB0201
 EB0201.The dynamic height is computed by dividing the NAVD 88
 EB0201.geopotential number by the normal gravity value computed on the
 EB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0201.degrees latitude (g = 980.6199 gals.).
 EB0201
 EB0201.The modeled gravity was interpolated from observed gravity values.
 EB0201
 EB0201;                    North         East    Units  Estimated Accuracy
 EB0201;SPC NC       -    36,860.      689,010.      MT  (+/- 180 meters Scaled)
 EB0201
 EB0201                          SUPERSEDED SURVEY CONTROL
 EB0201
 EB0201  NGVD 29 (??/??/92)   16.898  (m)           55.44   (f) ADJ UNCH    1 1
 EB0201
 EB0201.Superseded values are not recommended for survey control.
 EB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0201.See file dsdata.txt to determine how the superseded data were derived.
 EB0201
 EB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT639746(NAD 83)
 EB0201_MARKER: DR = REFERENCE MARK DISK
 EB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0201_STAMPING: BOLIVIA NO 2 1942
 EB0201_MARK LOGO: CGS   
 EB0201_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0201+STABILITY: SURFACE MOTION
 EB0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0201+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 EB0201
 EB0201  HISTORY     - Date     Condition        Report By
 EB0201  HISTORY     - 1942     MONUMENTED       CGS
 EB0201  HISTORY     - 1963     GOOD             NGS
 EB0201  HISTORY     - 1979     GOOD             NCGS
 EB0201  HISTORY     - 20000601 GOOD             NCGS
 EB0201  HISTORY     - 20000601 GOOD             NCGS
 EB0201  HISTORY     - 20010628 GOOD             USPSQD
 EB0201
 EB0201                          STATION DESCRIPTION
 EB0201
 EB0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EB0201'0.7 MI NE FROM BOLIVIA.
 EB0201'ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE HIGH
 EB0201'SCHOOL AT BOLIVIA, 154 FEET NORTHEAST OF SOUTH-SOUTHEAST CORNER
 EB0201'OF A TWO STORY BRICK HOUSE NORTHWEST OF HIGHWAY, 133 FEET NORTHWEST
 EB0201'OF CENTER LINE OF HIGHWAY, 100.6 FEET NORTH OF TRIANGULATION
 EB0201'STATION BOLIVIA, 1 1/2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE
 EB0201'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EB0201
 EB0201                          STATION RECOVERY (1979)
 EB0201
 EB0201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0201'RECOVERED IN GOOD CONDITION.
 EB0201
 EB0201                          STATION RECOVERY (2000)
 EB0201
 EB0201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EB0201'THE STATION IS IN THE SOUTHERN QUADRANT OF US 17/US 17 BUSINESS,
 EB0201'NORTHEAST OF BOLIVIA.  MARK IS ABOUT 3-FEET LOWER THAN THE CENTERLINE
 EB0201'AND FLUSH WITH GROUND.  LOCATED 85.2 FT (26.0 M) WEST OF CENTERLINE OF
 EB0201'US 17 BUSINESS, 116.0 FT (35.4 M) SOUTHWEST OF SOUTH END OF CONCRETE
 EB0201'TRAFFIC ISLAND, 100.7 FT (30.7 M) NORTH OF STATION BOLIVIA, 6.5 FT
 EB0201'(2.0 M) SOUTHEAST OF 4-INCH OAK 11.3 FT (3.4 M) WEST-SOUTHWEST OF
 EB0201'15-INCH PINE.
 EB0201
 EB0201                          STATION RECOVERY (2000)
 EB0201
 EB0201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EB0201'RECOVERED AS DESCRIBED.
 EB0201
 EB0201                          STATION RECOVERY (2001)
 EB0201
 EB0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3794 ***********************************************************************
 EB3794  DESIGNATION -  BOLL
 EB3794  PID         -  EB3794
 EB3794  STATE/COUNTY-  NC/ROBESON
 EB3794  USGS QUAD   -  JOHNS (1971)
 EB3794
 EB3794                         *CURRENT SURVEY CONTROL
 EB3794  ___________________________________________________________________
 EB3794* NAD 83(2001)-  34 39 33.67256(N)    079 23 53.17009(W)     ADJUSTED  
 EB3794* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 EB3794  ___________________________________________________________________
 EB3794  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EB3794  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 EB3794  HORZ ORDER  -  SECOND
 EB3794
 EB3794.The horizontal coordinates were established by classical geodetic methods
 EB3794.and adjusted by the National Geodetic Survey in August 2005.
 EB3794
 EB3794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3794
 EB3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3794
 EB3794.The geoid height was determined by GEOID03.
 EB3794
 EB3794;                    North         East     Units Scale Factor Converg.
 EB3794;SPC NC       -   100,949.085   573,111.987   MT  0.99992567   -0 13 47.2
 EB3794;SPC NC       -   331,197.12  1,880,284.91   sFT  0.99992567   -0 13 47.2
 EB3794;SPC SC       -   314,544.091   756,423.428   MT  0.99994281   +0 53 17.1
 EB3794;SPC SC       - 1,031,968.80  2,481,704.16   iFT  0.99994281   +0 53 17.1
 EB3794;UTM  17      - 3,836,434.836   646,785.781   MT  0.99986557   +0 54 40.2
 EB3794
 EB3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3794!SPC NC       -   0.99999678  x   0.99992567  =   0.99992245
 EB3794!SPC SC       -   0.99999678  x   0.99994281  =   0.99993959
 EB3794!UTM  17      -   0.99999678  x   0.99986557  =   0.99986236
 EB3794
 EB3794                          SUPERSEDED SURVEY CONTROL
 EB3794
 EB3794  NAD 83(1986)-  34 39 33.68339(N)    079 23 53.17164(W) AD(       ) 2
 EB3794  NGVD 29 (04/22/91)   53.4    (m)          175.     (f) VERT ANG    3  
 EB3794
 EB3794.Superseded values are not recommended for survey control.
 EB3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3794.See file dsdata.txt to determine how the superseded data were derived.
 EB3794
 EB3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4678636435(NAD 83)
 EB3794_MARKER: DE = TRAVERSE STATION DISK
 EB3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3794_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3794+STABILITY: SURFACE MOTION
 EB3794
 EB3794  HISTORY     - Date     Condition        Report By
 EB3794  HISTORY     - 1977     MONUMENTED       NCGS
 EB3794
 EB3794                          STATION DESCRIPTION
 EB3794
 EB3794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3794'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTH-SOUTHWEST OF
 EB3794'MAXTON AND 3.2 MILES WEST-NORTHWEST OF RAEMON.
 EB3794'
 EB3794'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF
 EB3794'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 0.4 MILE TO STATION IN LEFT
 EB3794'SHOULDER AT BARRICADE OF ENTRANCE TO FORMER SR 1124.
 EB3794'
 EB3794'STATION MARK IS A STANDARD DISK STAMPED---BOLL 1977---SET IN THE TOP
 EB3794'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3794'THE MARK IS 22.4 FEET SOUTHEAST OF CENTERLINE OF NC 83, 12.0 FEET
 EB3794'NORTHWEST OF SOUTH END OF CULVERT, 23.8 FEET WEST-SOUTHWEST OF NORTH
 EB3794'END OF CULVERT, 18.9 FEET WEST OF A 6 INCH BARRICADE POST WITH
 EB3794'REFERENCE TAG AND 108.5 FEET SOUTH OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5267 ***********************************************************************
 AI5267  DESIGNATION -  BOLLING
 AI5267  PID         -  AI5267
 AI5267  STATE/COUNTY-  NC/HALIFAX
 AI5267  USGS QUAD   -  ROANOKE RAPIDS (1974)
 AI5267
 AI5267                         *CURRENT SURVEY CONTROL
 AI5267  ___________________________________________________________________
 AI5267* NAD 83(2007)-  36 27 54.05887(N)    077 41 36.83314(W)     ADJUSTED  
 AI5267* NAVD 88     -        60.548  (meters)     198.65   (feet)  ADJUSTED  
 AI5267  ___________________________________________________________________
 AI5267  EPOCH DATE  -        2002.00
 AI5267  X           -   1,094,585.693 (meters)                     COMP
 AI5267  Y           -  -5,017,515.688 (meters)                     COMP
 AI5267  Z           -   3,769,829.044 (meters)                     COMP
 AI5267  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AI5267  ELLIP HEIGHT-          26.626 (meters)          (02/10/07) ADJUSTED
 AI5267  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AI5267  DYNAMIC HT  -          60.501 (meters)     198.49  (feet)  COMP
 AI5267
 AI5267  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5267  Type    PID    Designation                      North   East  Ellip
 AI5267  -------------------------------------------------------------------
 AI5267  NETWORK AI5267 BOLLING                           0.45   0.39   1.22
 AI5267  -------------------------------------------------------------------
 AI5267  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 AI5267
 AI5267  VERT ORDER  -  SECOND    CLASS I
 AI5267
 AI5267.The horizontal coordinates were established by GPS observations
 AI5267.and adjusted by the National Geodetic Survey in February 2007.
 AI5267
 AI5267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5267.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5267.The horizontal coordinates are valid at the epoch date displayed above.
 AI5267.The epoch date for horizontal control is a decimal equivalence
 AI5267.of Year/Month/Day.
 AI5267
 AI5267.The orthometric height was determined by differential leveling
 AI5267.and adjusted in July 2000.
 AI5267
 AI5267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5267
 AI5267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5267
 AI5267.The ellipsoidal height was determined by GPS observations
 AI5267.and is referenced to NAD 83.
 AI5267
 AI5267.The geoid height was determined by GEOID03.
 AI5267
 AI5267.The dynamic height is computed by dividing the NAVD 88
 AI5267.geopotential number by the normal gravity value computed on the
 AI5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5267.degrees latitude (g = 980.6199 gals.).
 AI5267
 AI5267.The modeled gravity was interpolated from observed gravity values.
 AI5267
 AI5267;                    North         East     Units Scale Factor Converg.
 AI5267;SPC NC       -   301,972.186   726,706.793   MT  1.00009695   +0 45 14.5
 AI5267;SPC NC       -   990,720.41  2,384,203.87   sFT  1.00009695   +0 45 14.5
 AI5267;UTM  18      - 4,038,900.833   258,642.303   MT  1.00031778   -1 36 05.9
 AI5267
 AI5267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5267!SPC NC       -   0.99999582  x   1.00009695  =   1.00009277
 AI5267!UTM  18      -   0.99999582  x   1.00031778  =   1.00031360
 AI5267
 AI5267                          SUPERSEDED SURVEY CONTROL
 AI5267
 AI5267  NAD 83(2001)-  36 27 54.05998(N)    077 41 36.83332(W) AD(       ) 1
 AI5267  ELLIP H (03/13/03)   26.597  (m)                       GP(       ) 4 2
 AI5267  NAD 83(1986)-  36 27 54.06574(N)    077 41 36.84452(W) AD(       ) 1
 AI5267  NAVD 88 (03/10/00)   60.55   (m)          198.7    (f) LEVELING    3  
 AI5267
 AI5267.Superseded values are not recommended for survey control.
 AI5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5267.See file dsdata.txt to determine how the superseded data were derived.
 AI5267
 AI5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5864238901(NAD 83)
 AI5267_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5267_STAMPING: BOLLING 1993
 AI5267_MARK LOGO: NCGS  
 AI5267_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5267+STABILITY: SURFACE MOTION
 AI5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5267+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5267
 AI5267  HISTORY     - Date     Condition        Report By
 AI5267  HISTORY     - 1993     MONUMENTED       NCGS
 AI5267  HISTORY     - 20010907 MARK NOT FOUND   NCDOT
 AI5267
 AI5267                          STATION DESCRIPTION
 AI5267
 AI5267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5267'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) WEST OF ROANOKE RAPIDS, IN
 AI5267'THE BELMONT-ROSEMARY COMMUNITY. ALONG SR 1400 (WEST TENTH STREET) FOR
 AI5267'2.15 MI (3.46 KM) WEST FROM NC 48 (ROANOKE AVENUE) IN DOWNTOWN ROANOKE
 AI5267'RAPIDS, AT SR 1426 (BOLLING ROAD), IN THE NORTHEAST QUADRANT OF THE
 AI5267'CROSSROADS, ADJOINING A MANHOLE. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AI5267'FLUSH WITH THE GROUND.  LOCATED 15.2 FT (4.6 M) NORTH-NORTHEAST OF THE
 AI5267'CENTERLINE OF THE ROAD, 204.0 FT (62.2 M) EAST-SOUTHEAST OF THE
 AI5267'CENTERLINE OF THE CROSSROADS, 284.0 FT (86.6 M) NORTHWEST OF THE
 AI5267'CENTERLINE INTERSECTION OF THE ROAD WITH ENTRANCE TO BOLLING CREEK
 AI5267'PLAZA, 2.1 FT (0.6 M) NORTH-NORTHEAST OF A SEWER MANHOLE, 46.6 FT
 AI5267'(14.2 M) NORTHEAST OF AND ACROSS THE ROAD FROM A FIRE HYDRANT, AND
 AI5267'69.0 FT (21.0 M) NORTH OF AND ACROSS THE ROAD FROM A TELEPHONE
 AI5267'PEDESTAL.
 AI5267
 AI5267                          STATION RECOVERY (2001)
 AI5267
 AI5267'RECOVERY NOTE BY 
NC DOT 2001 (RMS)
 AI5267'MEASUREMENTS FROM REFERENCES WERE CONFIRMED BY DGPS MEASUEMENT TO THE
 AI5267'MARK LOCATION. POSITION FALLS WITHIN RECENTLY WIDENED ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1509 ***********************************************************************
 FA1509  DESIGNATION -  BOLT
 FA1509  PID         -  FA1509
 FA1509  STATE/COUNTY-  NC/LINCOLN
 FA1509  USGS QUAD   -  LINCOLNTON EAST (1993)
 FA1509
 FA1509                         *CURRENT SURVEY CONTROL
 FA1509  ___________________________________________________________________
 FA1509* NAD 83(1986)-  35 28 33.     (N)    081 14 29.     (W)     SCALED    
 FA1509* NAVD 88     -       275.140  (meters)     902.69   (feet)  ADJUSTED  
 FA1509  ___________________________________________________________________
 FA1509  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FA1509  DYNAMIC HT  -         274.879 (meters)     901.83  (feet)  COMP
 FA1509  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 FA1509
 FA1509  VERT ORDER  -  FIRST     CLASS II
 FA1509
 FA1509.The horizontal coordinates were scaled from a topographic map and have
 FA1509.an estimated accuracy of +/- 6 seconds.
 FA1509
 FA1509.The orthometric height was determined by differential leveling
 FA1509.and adjusted in June 1991.
 FA1509
 FA1509.The geoid height was determined by GEOID03.
 FA1509
 FA1509.The dynamic height is computed by dividing the NAVD 88
 FA1509.geopotential number by the normal gravity value computed on the
 FA1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1509.degrees latitude (g = 980.6199 gals.).
 FA1509
 FA1509.The modeled gravity was interpolated from observed gravity values.
 FA1509
 FA1509;                    North         East    Units  Estimated Accuracy
 FA1509;SPC NC       -   193,740.      406,220.      MT  (+/- 180 meters Scaled)
 FA1509
 FA1509                          SUPERSEDED SURVEY CONTROL
 FA1509
 FA1509.No superseded survey control is available for this station.
 FA1509
 FA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV781258(NAD 83)
 FA1509_MARKER: B = BOLT
 FA1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1509_SP_SET: CONCRETE POST
 FA1509_MARK LOGO: NCGS  
 FA1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1509+STABILITY: SURFACE MOTION
 FA1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1509+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 FA1509
 FA1509  HISTORY     - Date     Condition        Report By
 FA1509  HISTORY     - 1982     MONUMENTED       NCGS
 FA1509  HISTORY     - 20010816 GOOD             USPSQD
 FA1509  HISTORY     - 20060910 POOR             USPSQD
 FA1509
 FA1509                          STATION DESCRIPTION
 FA1509
 FA1509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FA1509'IN LINCOLNTON.
 FA1509'LOCATED ALONG EAST MAIN STREET, NC 27, 0.2 KM (0.1 MI) WEST OF THE
 FA1509'INTERSECTION WITH US 321, IN NORTHEAST CORNER OF 17-INCH SQUARE
 FA1509'CONCRETE BASE OF METAL LIGHT POLE IN NORTHWEST CORNER OF PAVED PARKING
 FA1509'LOT OF HOYLES SERVICE AND GROCERY NUMBER 2, 4.33 METERS (14.2 FT)
 FA1509'SOUTH OF SOUTH CURB OF STREET, 1.22 METERS (4.0 FT) SOUTH-SOUTHEAST OF
 FA1509'TELEPHONE BOOTH SUPPORT POST.  A BOLT SET INTO THE TOP OF A
 FA1509'CONCRETE POST PROJECTING 66 CM (26 INCHES).
 FA1509'THE MARK IS 1 FT ABOVE HIGHWAY.
 FA1509
 FA1509                          STATION RECOVERY (2001)
 FA1509
 FA1509'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA1509'HOYLES SERVICE AND GROCERY NO. 2 IS NOW KINGSWAY AMOCO AT 1210 EAST
 FA1509'MAIN STREET IN LINCOLNTON.  PEDESTAL IS NOW PAINTED BLACK.
 FA1509
 FA1509                          STATION RECOVERY (2006)
 FA1509
 FA1509'RECOVERY NOTE BY US POWER SQUADRON 2006 (RB)
 FA1509'NOT SURE IF CORRECT MARKER. NO LAT/LONG ON FORM. FOUND CONCRETE BASE
 FA1509'WITH BOLTS. STORE NOW MAIN STREET MINI MART.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0172 ***********************************************************************
 FZ0172  DESIGNATION -  BOLT
 FZ0172  PID         -  FZ0172
 FZ0172  STATE/COUNTY-  NC/FORSYTH
 FZ0172  USGS QUAD   -  WINSTON-SALEM EAST (1994)
 FZ0172
 FZ0172                         *CURRENT SURVEY CONTROL
 FZ0172  ___________________________________________________________________
 FZ0172* NAD 83(1986)-  36 07 29.     (N)    080 14 03.     (W)     SCALED    
 FZ0172* NAVD 88     -       292.072  (meters)     958.24   (feet)  ADJUSTED  
 FZ0172  ___________________________________________________________________
 FZ0172  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FZ0172  DYNAMIC HT  -         291.803 (meters)     957.36  (feet)  COMP
 FZ0172  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 FZ0172
 FZ0172  VERT ORDER  -  SECOND    CLASS 0
 FZ0172
 FZ0172.The horizontal coordinates were scaled from a topographic map and have
 FZ0172.an estimated accuracy of +/- 6 seconds.
 FZ0172
 FZ0172.The orthometric height was determined by differential leveling
 FZ0172.and adjusted in June 1991.
 FZ0172
 FZ0172.The geoid height was determined by GEOID03.
 FZ0172
 FZ0172.The dynamic height is computed by dividing the NAVD 88
 FZ0172.geopotential number by the normal gravity value computed on the
 FZ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0172.degrees latitude (g = 980.6199 gals.).
 FZ0172
 FZ0172.The modeled gravity was interpolated from observed gravity values.
 FZ0172
 FZ0172;                    North         East    Units  Estimated Accuracy
 FZ0172;SPC NC       -   264,130.      498,500.      MT  (+/- 180 meters Scaled)
 FZ0172
 FZ0172                          SUPERSEDED SURVEY CONTROL
 FZ0172
 FZ0172  NGVD 29 (??/??/92)  292.262  (m)          958.86   (f) ADJ UNCH    2 0
 FZ0172
 FZ0172.Superseded values are not recommended for survey control.
 FZ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0172.See file dsdata.txt to determine how the superseded data were derived.
 FZ0172
 FZ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV689980(NAD 83)
 FZ0172_MARKER: Q = CHISELED SQUARE
 FZ0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ0172_SP_SET: TOWER
 FZ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0172+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 FZ0172
 FZ0172  HISTORY     - Date     Condition        Report By
 FZ0172  HISTORY     - UNK      MONUMENTED       CGS
 FZ0172  HISTORY     - 1957     GOOD             NGS
 FZ0172  HISTORY     - 1966     GOOD             NGS
 FZ0172  HISTORY     - 20031101 GOOD             USPSQD
 FZ0172  HISTORY     - 20060129 GOOD             USPSQD
 FZ0172
 FZ0172                          STATION DESCRIPTION
 FZ0172
 FZ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FZ0172'IN WINSTON-SALEM.
 FZ0172'STATION IS ABOUT 1/2 MILES SOUTH OF SMITH-REYNOLDS AIRPORT, 190
 FZ0172'FT. WEST OF LIBERTY STREET, 100 FT. NORTH OF THE 28TH STREET
 FZ0172'OVERPASS, 31 FT. WEST OF THE WEST RAIL OF A NORFOLK AND WESTERN
 FZ0172'RAILROAD SPUR, IN THE NORTHWEST CORNER OF A 12 FT. SQUARE MASS
 FZ0172'OF CONCRETE (FORMERLY THE BASE OF A RAILROAD YARD FLOOD LIGHT
 FZ0172'TOWER).  STATION IS THE TOP OF A 1 1/2 INCH BOLT IN THE CENTER OF
 FZ0172'A CHISELED SQUARE IN THE CONCRETE.
 FZ0172
 FZ0172                          STATION RECOVERY (1966)
 FZ0172
 FZ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FZ0172'RECOVERED IN GOOD CONDITION.
 FZ0172
 FZ0172                          STATION RECOVERY (2003)
 FZ0172
 FZ0172'RECOVERY NOTE BY US POWER SQUADRON 2003 (SH)
 FZ0172'RECOVERED IN GOOD CONDITION.
 FZ0172
 FZ0172                          STATION RECOVERY (2006)
 FZ0172
 FZ0172'RECOVERY NOTE BY US POWER SQUADRON 2006
 FZ0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4663 ***********************************************************************
 AH4663  DESIGNATION -  BOLT
 AH4663  PID         -  AH4663
 AH4663  STATE/COUNTY-  NC/JONES
 AH4663  USGS QUAD   -  TRENTON (1982)
 AH4663
 AH4663                         *CURRENT SURVEY CONTROL
 AH4663  ___________________________________________________________________
 AH4663* NAD 83(2001)-  35 02 50.39813(N)    077 21 08.32537(W)     ADJUSTED  
 AH4663* NAVD 88     -        12.1    (meters)      40.     (feet)  VERTCON   
 AH4663  ___________________________________________________________________
 AH4663  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AH4663  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 AH4663  HORZ ORDER  -  SECOND
 AH4663
 AH4663.The horizontal coordinates were established by classical geodetic methods
 AH4663.and adjusted by the National Geodetic Survey in August 2005.
 AH4663
 AH4663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4663
 AH4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4663
 AH4663.The geoid height was determined by GEOID03.
 AH4663
 AH4663;                    North         East     Units Scale Factor Converg.
 AH4663;SPC NC       -   145,160.550   759,903.817   MT  0.99987892   +0 57 03.6
 AH4663;SPC NC       -   476,247.57  2,493,117.77   sFT  0.99987892   +0 57 03.6
 AH4663;UTM  18      - 3,880,822.094   285,450.571   MT  1.00016735   -1 21 04.8
 AH4663
 AH4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4663!SPC NC       -   1.00000390  x   0.99987892  =   0.99988282
 AH4663!UTM  18      -   1.00000390  x   1.00016735  =   1.00017125
 AH4663
 AH4663                          SUPERSEDED SURVEY CONTROL
 AH4663
 AH4663  NAD 83(1986)-  35 02 50.41036(N)    077 21 08.33420(W) AD(       ) 2
 AH4663  NGVD 29 (10/29/98)   12.4    (m)           41.     (f) VERT ANG    3  
 AH4663
 AH4663.Superseded values are not recommended for survey control.
 AH4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4663.See file dsdata.txt to determine how the superseded data were derived.
 AH4663
 AH4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8545180822(NAD 83)
 AH4663_MARKER: DE = TRAVERSE STATION DISK
 AH4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4663_STAMPING: BOLT 1982
 AH4663_MARK LOGO: NCGS  
 AH4663_PROJECTION: FLUSH
 AH4663_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4663+STABILITY: SURFACE MOTION
 AH4663
 AH4663  HISTORY     - Date     Condition        Report By
 AH4663  HISTORY     - 1982     MONUMENTED       NCGS
 AH4663
 AH4663                          STATION DESCRIPTION
 AH4663
 AH4663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AH4663'STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST OF TRENTON. ALONG NC
 AH4663'58 FOR 2.01 KM (1.25 MI) SOUTH OF NC 41 (AT THE COURTHOUSE)IN TRENTON,
 AH4663'AND 0.15 KM (0.09 MI) NORTH OF SR 1123, IN THE EAST HIGHWAY SHOULDER,
 AH4663'ON THE SOUTH SIDE OF A FIELD ENTRANCE. MARK IS RECESSED 4 INCHES BELOW
 AH4663'GROUND. LOCATED 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AH4663'6.2 M (20.3 FT) SOUTHWEST OF THE SOUTH END OF FIELD ROAD CULVERT, 11.0
 AH4663'M (36.1 FT) SOUTHWEST OF A POWER POLE (164) WITH A REFERENCE TAG, 10.6
 AH4663'M (34.8 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, AND 7.3 M (24.0 FT)
 AH4663'NORTHWEST OF THE SCREEN BOLT ANCHOR ON THE EAST END OF THE CULVERT
 AH4663'UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2171 ***********************************************************************
 EB2171  DESIGNATION -  BOLTON
 EB2171  PID         -  EB2171
 EB2171  STATE/COUNTY-  NC/COLUMBUS
 EB2171  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 EB2171
 EB2171                         *CURRENT SURVEY CONTROL
 EB2171  ___________________________________________________________________
 EB2171* NAD 83(2001)-  34 19 14.06380(N)    078 24 26.68621(W)     ADJUSTED  
 EB2171* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 EB2171  ___________________________________________________________________
 EB2171  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EB2171  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EB2171  HORZ ORDER  -  SECOND
 EB2171
 EB2171.The horizontal coordinates were established by classical geodetic methods
 EB2171.and adjusted by the National Geodetic Survey in August 2005.
 EB2171
 EB2171.The orthometric height was scaled from a topographic map.
 EB2171
 EB2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2171
 EB2171.The geoid height was determined by GEOID03.
 EB2171
 EB2171;                    North         East     Units Scale Factor Converg.
 EB2171;SPC NC       -    63,458.824   664,140.617   MT  1.00000356   +0 20 31.3
 EB2171;SPC NC       -   208,197.83  2,178,934.67   sFT  1.00000356   +0 20 31.3
 EB2171;UTM  17      - 3,800,745.637   738,546.558   MT  1.00030148   +1 27 44.8
 EB2171
 EB2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2171!SPC NC       -   1.00000261  x   1.00000356  =   1.00000617
 EB2171!UTM  17      -   1.00000261  x   1.00030148  =   1.00030410
 EB2171
 EB2171|---------------------------------------------------------------------|
 EB2171| PID    Reference Object                     Distance      Geod. Az  |
 EB2171|                                                           dddmmss.s |
 EB2171| EB3174 BOLTON RM 1                          33.790 METERS 08802     |
 EB2171| EB3173 BOLTON AZ MK                                       0920636.0 |
 EB2171| EB2170 BOLTON RIEGEL PAPER CO TANK         311.062 METERS 17645     |
 EB2171| EB3175 BOLTON RM 2                          29.313 METERS 20334     |
 EB2171|---------------------------------------------------------------------|
 EB2171
 EB2171                          SUPERSEDED SURVEY CONTROL
 EB2171
 EB2171  NAD 83(1986)-  34 19 14.06875(N)    078 24 26.69767(W) AD(       ) 2
 EB2171  NAD 27      -  34 19 13.46900(N)    078 24 27.64700(W) AD(       ) 2
 EB2171
 EB2171.Superseded values are not recommended for survey control.
 EB2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2171.See file dsdata.txt to determine how the superseded data were derived.
 EB2171
 EB2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3854700746(NAD 83)
 EB2171_MARKER: DS = TRIANGULATION STATION DISK
 EB2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2171
 EB2171  HISTORY     - Date     Condition        Report By
 EB2171  HISTORY     - 1942     MONUMENTED       CGS
 EB2171  HISTORY     - 1967     MARK NOT FOUND   CGS
 EB2171  HISTORY     - 1975     MARK NOT FOUND   NCDNR
 EB2171
 EB2171                          STATION DESCRIPTION
 EB2171
 EB2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2171'STATION IS IN THE TOWN OF BOLTON, NORTH CAROLINA ABOUT 0.1
 EB2171'MILE E OF THE POST OFFICE, ON THE S SIDE OF THE RAILROAD TRACKS
 EB2171'ON PROPERTY OWNED BY THE ATLANTIC COAST LINE RAILROAD.  IT IS
 EB2171'150 FEET SE OF THE MAIN CROSSROADS IN BOLTON, 63 FEET E OF THE
 EB2171'CENTER LINE OF THE N-S DIRT ROAD, 47 FEET S OF THE S RAIL, 46
 EB2171'FEET SE OF A TRIANGLE-BLAZED TELEGRAPH POLE, AND 3 FEET S OF A
 EB2171'STANDARD REFERENCE POST.  THE MARK IS STAMPED BOLTON 1942 AND
 EB2171'PROJECTS 6 INCHES.
 EB2171'
 EB2171'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2171'STANDARD BRONZE DISKS SET IN CONCRETE.
 EB2171'
 EB2171'REFERENCE MARK NO.1 IS 110.86 FEET E OF THE STATION, 17 FEET S
 EB2171'OF A TELEGRAPH POLE, AND 39 FEET S OF THE S RAIL.  IT IS
 EB2171'STAMPED BOLTON NO.1 1942 AND PROJECTS 5 INCHES.
 EB2171'
 EB2171'REFERENCE MARK NO.2 IS 96.17 FEET S OF THE STATION, 33 FEET E
 EB2171'OF THE CENTER LINE OF DIRT ROAD, 54 FEET SE OF A HIGH LINE POLE,
 EB2171'AND 49 FEET SW OF THE SOUTHERNMOST OF THREE LARGE SWEET GUM
 EB2171'TREES.  THE MARK IS STAMPED BOLTON NO.2 1942 AND PROJECTS 5
 EB2171'INCHES.
 EB2171'
 EB2171'THE AZIMUTH MARK IS 0.4 MILE E OF THE STATION, 0.05 MILE SE OF
 EB2171'THE BOLTON DEPOT, 45.5 FEET S OF THE S RAIL, 100 FEET SE OF THE
 EB2171'SWITCH, 12 FEET W OF A WHITE SHED, AND 3 FEET N OF A STANDARD
 EB2171'REFERENCE POST.  THE MARK IS STAMPED BOLTON 1942 AND PROJECTS 6
 EB2171'INCHES.
 EB2171'
 EB2171'TO REACH THE STATION FROM THE BOLTON POST OFFICE, GO E FOR 0.1
 EB2171'MILE TO CROSSROADS, TURN RIGHT, CROSS THE TRACKS TO STATION ON
 EB2171'THE LEFT.
 EB2171'
 EB2171'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EB2171
 EB2171                          STATION RECOVERY (1967)
 EB2171
 EB2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 EB2171'SEARCHED FOR BUT NOT RECOVERED.  THE RAILROAD RIGHT OF WAY HAS
 EB2171'BEEN GRADED ITS FULL WIDTH AND LARGE DITCHES HAVE BEEN CUT
 EB2171'ALONG BOTH SIDES.  THE DEPOT HAS ALSO BEEN REMOVED.
 EB2171'
 EB2171'STATION AND ALL MARKS WERE PREVIOUSLY REPORTED GONE BY MR. M.H.
 EB2171'LANDER, CIVIL ENGINEER, WILMINGTON, N.C, ON JUNE 21, 1957.
 EB2171'
 EB2171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EB2171'AT BOLTON.
 EB2171
 EB2171                          STATION RECOVERY (1975)
 EB2171
 EB2171'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (JDB)
 EB2171'BOLTON 1942 NOT FOUND
 EB2171'
 EB2171'BOLTON NO 1 1942 NOT FOUND
 EB2171'
 EB2171'BOLTON NO 2 1942 NOT FOUND
 EB2171'
 EB2171'BOLTON 1942 (AZ.) NOT FOUND
 EB2171'
 EB2171'DISTANCE FROM S RAIL TO STATION, RM 1, AND AZ. NOW FALLS IN
 EB2171'A DRAINAGE DITCH.  A BRICK BUILDING HAS BEEN BUILT ON AREA
 EB2171'WHERE RM 2 WAS PLACED.
 EB2171'
 EB2171'ALL MARKS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1550 ***********************************************************************
 FZ1550  DESIGNATION -  BOLTON
 FZ1550  PID         -  FZ1550
 FZ1550  STATE/COUNTY-  NC/FORSYTH
 FZ1550  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ1550
 FZ1550                         *CURRENT SURVEY CONTROL
 FZ1550  ___________________________________________________________________
 FZ1550* NAD 83(2001)-  36 04 11.98907(N)    080 17 25.14271(W)     ADJUSTED  
 FZ1550* NAVD 88     -       265.5    (meters)     871.     (feet)  VERTCON   
 FZ1550  ___________________________________________________________________
 FZ1550  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 FZ1550  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FZ1550  HORZ ORDER  -  SECOND
 FZ1550
 FZ1550.The horizontal coordinates were established by classical geodetic methods
 FZ1550.and adjusted by the National Geodetic Survey in August 2005.
 FZ1550
 FZ1550.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1550
 FZ1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1550
 FZ1550.The geoid height was determined by GEOID03.
 FZ1550
 FZ1550;                    North         East     Units Scale Factor Converg.
 FZ1550;SPC NC       -   258,122.684   493,370.582   MT  0.99997445   -0 44 41.0
 FZ1550;SPC NC       -   846,857.51  1,618,666.65   sFT  0.99997445   -0 44 41.0
 FZ1550;UTM  17      - 3,991,945.216   563,905.938   MT  0.99965032   +0 25 04.3
 FZ1550
 FZ1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1550!SPC NC       -   0.99996346  x   0.99997445  =   0.99993791
 FZ1550!UTM  17      -   0.99996346  x   0.99965032  =   0.99961379
 FZ1550
 FZ1550:                Primary Azimuth Mark                     Grid Az
 FZ1550:SPC NC       -  CREEK                                    297 34 54.9
 FZ1550:UTM  17      -  CREEK                                    296 25 09.6
 FZ1550
 FZ1550|---------------------------------------------------------------------|
 FZ1550| PID    Reference Object                     Distance      Geod. Az  |
 FZ1550|                                                           dddmmss.s |
 FZ1550| FZ0295 CREEK                               APPROX. 0.8 KM 2965013.9 |
 FZ1550|---------------------------------------------------------------------|
 FZ1550
 FZ1550                          SUPERSEDED SURVEY CONTROL
 FZ1550
 FZ1550  NAD 83(1993)-  36 04 11.99497(N)    080 17 25.14952(W) AD(       ) 2
 FZ1550  NAD 83(1986)-  36 04 11.99445(N)    080 17 25.14928(W) AD(       ) 2
 FZ1550  NAD 27      -  36 04 11.49711(N)    080 17 25.96687(W) AD(       ) 2
 FZ1550  NGVD 29 (07/19/86)  265.7    (m)          872.     (f) VERT ANG    3  
 FZ1550
 FZ1550.Superseded values are not recommended for survey control.
 FZ1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1550.See file dsdata.txt to determine how the superseded data were derived.
 FZ1550
 FZ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6390691945(NAD 83)
 FZ1550_MARKER: DE = TRAVERSE STATION DISK
 FZ1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1550_STAMPING: BOLTON 1962
 FZ1550_MARK LOGO: NCGS  
 FZ1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1550+STABILITY: SURFACE MOTION
 FZ1550
 FZ1550  HISTORY     - Date     Condition        Report By
 FZ1550  HISTORY     - 1962     MONUMENTED       NCGS
 FZ1550  HISTORY     - 1970     MARK NOT FOUND   NCGS
 FZ1550  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 FZ1550
 FZ1550                          STATION DESCRIPTION
 FZ1550
 FZ1550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ1550'BOLTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1550'IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1550'
 FZ1550'STATION IS 3.4 MILES SW OF THE CENTER OF WINSTON-SALEM, IN THE
 FZ1550'SW CORNER OF THE INTERSECTION OF SILAS CREEK PARKWAY AND
 FZ1550'BOLTON DR. (SR 2901).
 FZ1550'
 FZ1550'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1550'BOLTON 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1550'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1550'
 FZ1550'MARK IS
 FZ1550'
 FZ1550'36.30 FT N OF 3 LEAD NAILS IN 8 INCH SASSAFRAS TREE
 FZ1550'
 FZ1550'46.20 FT NE OF 3 LEAD NAILS IN 20 INCH W. OAK TREE
 FZ1550'
 FZ1550'51.20 FT S OF 3 NAILS IN POWER POLE
 FZ1550'
 FZ1550'28.5 FT W OF THE C/L OF BOLTON DR.
 FZ1550'
 FZ1550'33.0 FT S OF THE C/L OF THE E BOUND LANE OF SILAS CREEK PKWY.
 FZ1550'
 FZ1550'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1550
 FZ1550                          STATION RECOVERY (1970)
 FZ1550
 FZ1550'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1550'DESTROYED DUE TO WIDENING OF ROAD.
 FZ1550
 FZ1550                          STATION RECOVERY (2004)
 FZ1550
 FZ1550'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FZ1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0294 ***********************************************************************
 FZ0294  DESIGNATION -  BOLTON 2
 FZ0294  PID         -  FZ0294
 FZ0294  STATE/COUNTY-  NC/FORSYTH
 FZ0294  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ0294
 FZ0294                         *CURRENT SURVEY CONTROL
 FZ0294  ___________________________________________________________________
 FZ0294* NAD 83(2001)-  36 04 11.66799(N)    080 17 25.13724(W)     ADJUSTED  
 FZ0294* NAVD 88     -       265.521  (meters)     871.13   (feet)  ADJUSTED  
 FZ0294  ___________________________________________________________________
 FZ0294  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 FZ0294  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FZ0294  DYNAMIC HT  -         265.276 (meters)     870.33  (feet)  COMP
 FZ0294  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 FZ0294
 FZ0294  HORZ ORDER  -  SECOND
 FZ0294  VERT ORDER  -  SECOND    CLASS 0
 FZ0294
 FZ0294.The horizontal coordinates were established by classical geodetic methods
 FZ0294.and adjusted by the National Geodetic Survey in August 2005.
 FZ0294
 FZ0294.The orthometric height was determined by differential leveling
 FZ0294.and adjusted in June 1991.
 FZ0294
 FZ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0294
 FZ0294.The geoid height was determined by GEOID03.
 FZ0294
 FZ0294.The dynamic height is computed by dividing the NAVD 88
 FZ0294.geopotential number by the normal gravity value computed on the
 FZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0294.degrees latitude (g = 980.6199 gals.).
 FZ0294
 FZ0294.The modeled gravity was interpolated from observed gravity values.
 FZ0294
 FZ0294;                    North         East     Units Scale Factor Converg.
 FZ0294;SPC NC       -   258,112.787   493,370.590   MT  0.99997443   -0 44 41.0
 FZ0294;SPC NC       -   846,825.04  1,618,666.68   sFT  0.99997443   -0 44 41.0
 FZ0294;UTM  17      - 3,991,935.324   563,906.147   MT  0.99965032   +0 25 04.3
 FZ0294
 FZ0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0294!SPC NC       -   0.99996346  x   0.99997443  =   0.99993789
 FZ0294!UTM  17      -   0.99996346  x   0.99965032  =   0.99961379
 FZ0294
 FZ0294:                Primary Azimuth Mark                     Grid Az
 FZ0294:SPC NC       -  CREEK                                    298 10 45.4
 FZ0294:UTM  17      -  CREEK                                    297 01 00.1
 FZ0294
 FZ0294|---------------------------------------------------------------------|
 FZ0294| PID    Reference Object                     Distance      Geod. Az  |
 FZ0294|                                                           dddmmss.s |
 FZ0294| FZ0295 CREEK                               APPROX. 0.8 KM 2972604.4 |
 FZ0294|---------------------------------------------------------------------|
 FZ0294
 FZ0294                          SUPERSEDED SURVEY CONTROL
 FZ0294
 FZ0294  NAD 83(1993)-  36 04 11.67334(N)    080 17 25.14377(W) AD(       ) 2
 FZ0294  NAD 83(1986)-  36 04 11.67278(N)    080 17 25.14363(W) AD(       ) 2
 FZ0294  NAD 27      -  36 04 11.17674(N)    080 17 25.96162(W) AD(       ) 2
 FZ0294  NGVD 29 (??/??/92)  265.723  (m)          871.79   (f) ADJ UNCH    2 0
 FZ0294
 FZ0294.Superseded values are not recommended for survey control.
 FZ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0294.See file dsdata.txt to determine how the superseded data were derived.
 FZ0294
 FZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6390691935(NAD 83)
 FZ0294_MARKER: DE = TRAVERSE STATION DISK
 FZ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0294_STAMPING: BOLTON 2 1970
 FZ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0294+STABILITY: SURFACE MOTION
 FZ0294
 FZ0294  HISTORY     - Date     Condition        Report By
 FZ0294  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0294  HISTORY     - 1972     GOOD             NCGS
 FZ0294
 FZ0294                          STATION DESCRIPTION
 FZ0294
 FZ0294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0294'BOLTON 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0294'IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ0294'IT REPLACES STATION BOLTON, WHICH WAS DESTROYED.
 FZ0294'
 FZ0294'BOLTON 2 IS LOCATED APPROXIMATELY 3.3 MILES SOUTHWEST OF WINSTON
 FZ0294'SALEM.  TO REACH STATION PROCEED FROM THE BRIDGE ON SILAS CREEK
 FZ0294'PARKWAY OVER US 421, GO SOUTH ON SILAS CREEK PARKWAY SOUTH FOR
 FZ0294'1.4 MILES TO STATION ON RIGHT, NEAR SOUTHWEST CORNER OF BRIDGE ON
 FZ0294'BOLTON STREET OVER SILAS CREEK PARKWAY SOUTH.
 FZ0294'
 FZ0294'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0294'BOLTON 2 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0294'WHICH IS 1 INCH BELOW THE GROUND.
 FZ0294'
 FZ0294'MARK IS
 FZ0294'26.1 FEET WNW OF C/L OF BOLTON STREET.
 FZ0294'60.0 FEET WNW OF ALUMINUM REF. TAG ON PP ON E SIDE OF BOLTON ST.
 FZ0294'2.4 FEET S OF SW BRIDGE ABUTMENT.
 FZ0294'10.5 FEET NW OF C/L OF DRAIN ON W SIDE OF BOLTON ST.
 FZ0294'18.2 FEET E OF CRABAPPLE TREE AT S END OF BRIDGE.
 FZ0294
 FZ0294                          STATION RECOVERY (1972)
 FZ0294
 FZ0294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0294'3.3 MI SW FROM WINSTON-SALEM.
 FZ0294'TO REACH STATION FROM THE INTERSECTION OF SILAS CREEK PARKWAY
 FZ0294'AND U.S. 158, PROCEED SE ALONG SILAS CREEK PARKWAY FOR 0.80
 FZ0294'MILE TO BRIDGE ON BOLTON STREET OVER PARKWAY, AND STATION AT
 FZ0294'SW CORNER OF BRIDGE, 26.1 FT WNW OF C/L OF BOLTON STREET, 02.4
 FZ0294'FEET SOUTH OF SOUTH END OF WEST BRIDGE RAIL, 10.5 FEET NW OF
 FZ0294'CENTER OF METAL DRAIN COVER ON WEST SIDE OF STREET, 18.2 FEET
 FZ0294'EAST OF CRABAPPLE TREE, 60.0 FEET WNW OF PP WITH ALUMINUM REF.
 FZ0294'TAG ON EAST SIDE OF STREET.  DISK IS SET IN CONCRETE CYLINDER
 FZ0294'1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2170 ***********************************************************************
 EB2170  DESIGNATION -  BOLTON RIEGEL PAPER CO TANK
 EB2170  PID         -  EB2170
 EB2170  STATE/COUNTY-  NC/COLUMBUS
 EB2170  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 EB2170
 EB2170                         *CURRENT SURVEY CONTROL
 EB2170  ___________________________________________________________________
 EB2170* NAD 83(2001)-  34 19 03.98503(N)    078 24 25.99702(W)     ADJUSTED  
 EB2170* NAVD 88     -              **(meters)            **(feet)            
 EB2170  ___________________________________________________________________
 EB2170  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EB2170  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EB2170  HORZ ORDER  -  THIRD
 EB2170
 EB2170.The horizontal coordinates were established by classical geodetic methods
 EB2170.and adjusted by the National Geodetic Survey in August 2005.
 EB2170
 EB2170
 EB2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2170
 EB2170.The geoid height was determined by GEOID03.
 EB2170
 EB2170;                    North         East     Units Scale Factor Converg.
 EB2170;SPC NC       -    63,148.372   664,160.091   MT  1.00000435   +0 20 31.7
 EB2170;SPC NC       -   207,179.28  2,178,998.57   sFT  1.00000435   +0 20 31.7
 EB2170;UTM  17      - 3,800,435.533   738,572.106   MT  1.00030164   +1 27 44.8
 EB2170
 EB2170                          SUPERSEDED SURVEY CONTROL
 EB2170
 EB2170  NAD 83(1986)-  34 19 03.98993(N)    078 24 26.00844(W) AD(       ) 4
 EB2170  NAD 27      -  34 19 03.39000(N)    078 24 26.98300(W) AD(       ) 3
 EB2170
 EB2170.Superseded values are not recommended for survey control.
 EB2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2170.See file dsdata.txt to determine how the superseded data were derived.
 EB2170
 EB2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3857200436(NAD 83)
 EB2170_MARKER: 53 = ELEVATED TANK
 EB2170
 EB2170  HISTORY     - Date     Condition        Report By
 EB2170  HISTORY     - 1942     FIRST OBSERVED   CGS
 EB2170
 EB2170                          STATION DESCRIPTION
 EB2170
 EB2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2170'THIS INTERSECTION STATION, IS 0.2 MILE S OF THE MAIN CROSSROADS
 EB2170'IN BOLTON, NORTH CAROLINA.  IT IS A FOUR-LEGGED WOODEN STAVE
 EB2170'TANK, PAINTED SILVER, ABOUT 120 FEET HIGH, OWNED BY THE RIEGEL
 EB2170'PAPER COMPANY, AND IS ABOUT 200 FEET E OF THE CENTER LINE OF
 EB2170'THE N-S DIRT ROAD.
 EB2170'
 EB2170'TO REACH THE STATION FROM THE POST OFFICE IN BOLTON, GO E FOR
 EB2170'0.1 MILE TO MAIN CROSSROADS, TURN RIGHT AND GO S 0.15 MILE TO
 EB2170'THE ENTRANCE TO OLD SAWMILL SITE AND THE TANK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2790 ***********************************************************************
 EZ2790  DESIGNATION -  BOLUS
 EZ2790  PID         -  EZ2790
 EZ2790  STATE/COUNTY-  NC/ORANGE
 EZ2790  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2790
 EZ2790                         *CURRENT SURVEY CONTROL
 EZ2790  ___________________________________________________________________
 EZ2790* NAD 83(2001)-  35 55 44.67770(N)    079 03 15.84163(W)     ADJUSTED  
 EZ2790* NAVD 88     -       123.845  (meters)     406.31   (feet)  ADJUSTED  
 EZ2790  ___________________________________________________________________
 EZ2790  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 EZ2790  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EZ2790  DYNAMIC HT  -         123.744 (meters)     405.98  (feet)  COMP
 EZ2790  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 EZ2790
 EZ2790  HORZ ORDER  -  SECOND
 EZ2790  VERT ORDER  -  SECOND    CLASS II
 EZ2790
 EZ2790.The horizontal coordinates were established by classical geodetic methods
 EZ2790.and adjusted by the National Geodetic Survey in August 2005.
 EZ2790
 EZ2790.The orthometric height was determined by differential leveling
 EZ2790.and adjusted in June 1991.
 EZ2790
 EZ2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2790
 EZ2790.The geoid height was determined by GEOID03.
 EZ2790
 EZ2790.The dynamic height is computed by dividing the NAVD 88
 EZ2790.geopotential number by the normal gravity value computed on the
 EZ2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2790.degrees latitude (g = 980.6199 gals.).
 EZ2790
 EZ2790.The modeled gravity was interpolated from observed gravity values.
 EZ2790
 EZ2790;                    North         East     Units Scale Factor Converg.
 EZ2790;SPC NC       -   241,732.970   604,692.170   MT  0.99994235   -0 01 53.0
 EZ2790;SPC NC       -   793,085.59  1,983,894.23   sFT  0.99994235   -0 01 53.0
 EZ2790;UTM  17      - 3,977,831.167   675,519.732   MT  0.99997962   +1 08 31.0
 EZ2790
 EZ2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2790!SPC NC       -   0.99998542  x   0.99994235  =   0.99992777
 EZ2790!UTM  17      -   0.99998542  x   0.99997962  =   0.99996504
 EZ2790
 EZ2790                          SUPERSEDED SURVEY CONTROL
 EZ2790
 EZ2790  NAD 83(1986)-  35 55 44.67984(N)    079 03 15.85077(W) AD(       ) 2
 EZ2790  NGVD 29 (03/05/92)  124.083  (m)          407.10   (f) ADJUSTED    2 2
 EZ2790
 EZ2790.Superseded values are not recommended for survey control.
 EZ2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2790.See file dsdata.txt to determine how the superseded data were derived.
 EZ2790
 EZ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7552077831(NAD 83)
 EZ2790_MARKER: DE = TRAVERSE STATION DISK
 EZ2790_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ2790_SP_SET: IN SIDEWALK
 EZ2790_STAMPING: BOLUS 1981
 EZ2790_MARK LOGO: NCGS  
 EZ2790_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2790+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2008
 EZ2790
 EZ2790  HISTORY     - Date     Condition        Report By
 EZ2790  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2790  HISTORY     - 1981     GOOD             NCGS
 EZ2790  HISTORY     - 1986     GOOD             USPSQD
 EZ2790  HISTORY     - 1990     GOOD             USPSQD
 EZ2790  HISTORY     - 20040421 GOOD             USPSQD
 EZ2790  HISTORY     - 20051112 GOOD             USPSQD
 EZ2790  HISTORY     - 20080315 GOOD             GEOCAC
 EZ2790
 EZ2790                          STATION DESCRIPTION
 EZ2790
 EZ2790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2790'STATION IS LOCATED ABOUT 1.1 MILES NORTH OF CHAPEL HILL.
 EZ2790'
 EZ2790'ALONG NC 86, 0.9 MILE NORTH OF THE INTERSECTION WITH US 501-NC 54
 EZ2790'(IN CHAPEL HILL), IN THE EAST SIDEWALK AT THE INTERSECTION WITH MT.
 EZ2790'BOLUS ROAD.
 EZ2790'
 EZ2790'THE STATION IS A STANDARD NCGS DISK
 EZ2790'STAMPED---BOLUS 1981---,
 EZ2790'SET INTO DRILLED HOLE.
 EZ2790'LOCATED
 EZ2790'1.0 METER (3.4 FT) EAST FROM EAST CURB OF AIRPORT ROAD,
 EZ2790'3.2 METERS (10.6 FT) NORTH-NORTHEAST FROM METAL DRAINAGE COVER,
 EZ2790'23.8 METERS (78.2 FT) NORTH FROM MANHOLE COVER IN MT. BOLUS ROAD AND
 EZ2790'25.4 METERS (83.5 FT) SOUTH FROM BRACE POLE WITH REFERENCE TAG.
 EZ2790'
 EZ2790'MARK IS ABOUT LEVEL WITH HIGHWAY.
 EZ2790
 EZ2790                          STATION RECOVERY (1981)
 EZ2790
 EZ2790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2790'1.1 MI NORTH FROM CHAPEL HILL.
 EZ2790'ALONG NC 86, 0.9 MILE NORTH OF THE INTERSECTION WITH US 501
 EZ2790'NC 54 IN CHAPEL HILL, IN THE EAST SIDEWALK AT THE INTERSECTION WITH
 EZ2790'MT. BOLUS ROAD, 3.4 FEET EAST OF EAST CURB OF AIRPORT ROAD, 10.6
 EZ2790'FEET NORTH-NORTHEAST OF METAL DRAINAGE COVER, 78.2 FEET NORTH OF
 EZ2790'MANHOLE COVER IN MT. BOLUS ROAD AND 83.5 FEET SOUTH OF BRACE POLE
 EZ2790'WITH REFERENCE TAG.
 EZ2790'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2790
 EZ2790                          STATION RECOVERY (1986)
 EZ2790
 EZ2790'RECOVERY NOTE BY US POWER SQUADRON 1986 (WKB)
 EZ2790'RECOVERED IN GOOD CONDITION.
 EZ2790
 EZ2790                          STATION RECOVERY (1990)
 EZ2790
 EZ2790'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 EZ2790'RECOVERED IN GOOD CONDITION.
 EZ2790
 EZ2790                          STATION RECOVERY (2004)
 EZ2790
 EZ2790'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ2790'RECOVERED IN GOOD CONDITION.
 EZ2790
 EZ2790                          STATION RECOVERY (2005)
 EZ2790
 EZ2790'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ2790'RECOVERED IN GOOD CONDITION.
 EZ2790
 EZ2790                          STATION RECOVERY (2008)
 EZ2790
 EZ2790'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ2790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1594 ***********************************************************************
 EY1594  DESIGNATION -  BONARVA
 EY1594  PID         -  EY1594
 EY1594  STATE/COUNTY-  NC/TYRRELL
 EY1594  USGS QUAD   -  CRESWELL (1974)
 EY1594
 EY1594                         *CURRENT SURVEY CONTROL
 EY1594  ___________________________________________________________________
 EY1594* NAD 83(2001)-  35 47 37.23484(N)    076 23 24.83406(W)     ADJUSTED  
 EY1594* NAVD 88     -         2.050  (meters)       6.73   (feet)  ADJUSTED  
 EY1594  ___________________________________________________________________
 EY1594  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 EY1594  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EY1594  DYNAMIC HT  -           2.048 (meters)       6.72  (feet)  COMP
 EY1594  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 EY1594
 EY1594  HORZ ORDER  -  SECOND
 EY1594  VERT ORDER  -  SECOND    CLASS II
 EY1594
 EY1594.The horizontal coordinates were established by classical geodetic methods
 EY1594.and adjusted by the National Geodetic Survey in August 2005.
 EY1594
 EY1594.The orthometric height was determined by differential leveling
 EY1594.and adjusted in June 1991.
 EY1594
 EY1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1594
 EY1594.The geoid height was determined by GEOID03.
 EY1594
 EY1594.The dynamic height is computed by dividing the NAVD 88
 EY1594.geopotential number by the normal gravity value computed on the
 EY1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1594.degrees latitude (g = 980.6199 gals.).
 EY1594
 EY1594.The modeled gravity was interpolated from observed gravity values.
 EY1594
 EY1594;                    North         East     Units Scale Factor Converg.
 EY1594;SPC NC       -   229,809.748   845,472.251   MT  0.99991722   +1 30 22.6
 EY1594;SPC NC       -   753,967.48  2,773,853.54   sFT  0.99991722   +1 30 22.6
 EY1594;UTM  18      - 3,961,956.052   374,372.232   MT  0.99979448   -0 48 47.6
 EY1594
 EY1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1594!SPC NC       -   1.00000557  x   0.99991722  =   0.99992279
 EY1594!UTM  18      -   1.00000557  x   0.99979448  =   0.99980005
 EY1594
 EY1594:                Primary Azimuth Mark                     Grid Az
 EY1594:SPC NC       -  JOHNSON                                  117 40 25.1
 EY1594:UTM  18      -  JOHNSON                                  119 59 35.3
 EY1594
 EY1594|---------------------------------------------------------------------|
 EY1594| PID    Reference Object                     Distance      Geod. Az  |
 EY1594|                                                           dddmmss.s |
 EY1594| EY1593 JOHNSON                             APPROX. 0.8 KM 1191047.7 |
 EY1594|---------------------------------------------------------------------|
 EY1594
 EY1594                          SUPERSEDED SURVEY CONTROL
 EY1594
 EY1594  NAD 83(1986)-  35 47 37.24846(N)    076 23 24.84402(W) AD(       ) 2
 EY1594  NAD 27      -  35 47 36.65556(N)    076 23 26.09190(W) AD(       ) 2
 EY1594  NGVD 29 (07/19/86)    2.41   (m)            7.9    (f) LEVELING    3  
 EY1594
 EY1594.Superseded values are not recommended for survey control.
 EY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1594.See file dsdata.txt to determine how the superseded data were derived.
 EY1594
 EY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7437261956(NAD 83)
 EY1594_MARKER: DE = TRAVERSE STATION DISK
 EY1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1594_STAMPING: BONARVA 1976
 EY1594_MARK LOGO: NCGS  
 EY1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1594+STABILITY: SURFACE MOTION
 EY1594
 EY1594  HISTORY     - Date     Condition        Report By
 EY1594  HISTORY     - 1976     MONUMENTED       NCGS
 EY1594  HISTORY     - 1976     GOOD             NCGS
 EY1594
 EY1594                          STATION DESCRIPTION
 EY1594
 EY1594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1594'BONARVA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1594'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1594'
 EY1594'BONARVA IS LOCATED APPROXIMATELY 8.2 MILES SOUTH OF CRESWELL
 EY1594'(WASHINGTON COUNTY) AND 11.6 MILES SOUTHWEST OF COLUMBIA.  TO
 EY1594'REACH STATION FROM THE U.S. POST OFFICE IN CRESWELL, PROCEED
 EY1594'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION
 EY1594'WITH SR 1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0
 EY1594'MILES TO INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST
 EY1594'ALONG SR 1165 (SR 1165 BECOMES SR 1119 AT THE
 EY1594'WASHINGTON-TYRRELL COUNTY LINE) FOR 0.9 MILE TO CROSSROADS
 EY1594'INTERSECTION OF SR 1119 WITH SR 1118 AND STATION ON RIGHT AND
 EY1594'IN THE SOUTHEAST QUADRANT.
 EY1594'
 EY1594'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1594'BONARVA 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1594'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1594'
 EY1594'MARK IS 14.5 FT SSW OF C/L OF SR 1119
 EY1594'
 EY1594'40.2 FT ESE OF C/L OF SR 1118
 EY1594'
 EY1594'43.0 FT SE OF C/L OF INTERSECTION OF CROSSROADS
 EY1594'
 EY1594'13.8 FT NW OF PP CC 1221 WITH ALUMINUM REF. TAG
 EY1594'
 EY1594'80.9 FT S OF 50 INCH OAK WITH ALUMINUM REF. TAG.
 EY1594
 EY1594                          STATION RECOVERY (1976)
 EY1594
 EY1594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1594'8.2 MI S FROM CRESWELL.
 EY1594'STATION IS LOCATED APPROXIMATELY 11.6 MILES SOUTHWEST OF COLUMBIA. TO
 EY1594'REACH STATION FROM THE US POST OFFICE IN CRESWELL, PROCEED
 EY1594'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1594'1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1594'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR 1165
 EY1594'(SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY LINE) FOR
 EY1594'0.9 MILE TO CROSSROADS INTERSECTION OF SR 1119 AND SR 1118 AND STATION
 EY1594'ON RIGHT IN SOUTHEAST QUADRANT.  14.5 FT. SSW OF CENTER LINE SR 1119,
 EY1594'40.2 FT. ESE OF CENTER LINE SR 1118, 43.0 FT. SE OF CENTER LINE
 EY1594'INTERSECTION OF CROSSROADS, 13.8 FT. NW OF PP NO. CC1221 WITH ALUMINUM
 EY1594'REF. TAG AND 80.9 FT. S OF 50 IN. OAK WITH ALUMINUM REF. TAG. DISK IS
 EY1594'SET IN THE TOP OF A CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF
 EY1594'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1808 ***********************************************************************
 AI1808  DESIGNATION -  BONBENN
 AI1808  PID         -  AI1808
 AI1808  STATE/COUNTY-  NC/CHATHAM
 AI1808  USGS QUAD   -  SILER CITY (1988)
 AI1808
 AI1808                         *CURRENT SURVEY CONTROL
 AI1808  ___________________________________________________________________
 AI1808* NAD 83(2007)-  35 38 45.09322(N)    079 24 51.91592(W)     ADJUSTED  
 AI1808* NAVD 88     -       158.557  (meters)     520.20   (feet)  ADJUSTED  
 AI1808  ___________________________________________________________________
 AI1808  EPOCH DATE  -        2002.00
 AI1808  X           -     953,258.278 (meters)                     COMP
 AI1808  Y           -  -5,100,790.661 (meters)                     COMP
 AI1808  Z           -   3,696,405.593 (meters)                     COMP
 AI1808  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AI1808  ELLIP HEIGHT-         127.944 (meters)          (02/10/07) ADJUSTED
 AI1808  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AI1808  DYNAMIC HT  -         158.423 (meters)     519.76  (feet)  COMP
 AI1808
 AI1808  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1808  Type    PID    Designation                      North   East  Ellip
 AI1808  -------------------------------------------------------------------
 AI1808  NETWORK AI1808 BONBENN                           1.31   1.08   2.65
 AI1808  -------------------------------------------------------------------
 AI1808  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 AI1808
 AI1808  VERT ORDER  -  SECOND    CLASS II
 AI1808
 AI1808.The horizontal coordinates were established by GPS observations
 AI1808.and adjusted by the National Geodetic Survey in February 2007.
 AI1808
 AI1808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1808.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1808.The horizontal coordinates are valid at the epoch date displayed above.
 AI1808.The epoch date for horizontal control is a decimal equivalence
 AI1808.of Year/Month/Day.
 AI1808
 AI1808.The orthometric height was determined by differential leveling
 AI1808.and adjusted in May 2000.
 AI1808
 AI1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1808
 AI1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1808
 AI1808.The ellipsoidal height was determined by GPS observations
 AI1808.and is referenced to NAD 83.
 AI1808
 AI1808.The geoid height was determined by GEOID03.
 AI1808
 AI1808.The dynamic height is computed by dividing the NAVD 88
 AI1808.geopotential number by the normal gravity value computed on the
 AI1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1808.degrees latitude (g = 980.6199 gals.).
 AI1808
 AI1808.The modeled gravity was interpolated from observed gravity values.
 AI1808
 AI1808;                    North         East     Units Scale Factor Converg.
 AI1808;SPC NC       -   210,388.098   572,073.147   MT  0.99989618   -0 14 21.1
 AI1808;SPC NC       -   690,248.28  1,876,876.65   sFT  0.99989618   -0 14 21.1
 AI1808;UTM  17      - 3,945,827.917   643,546.569   MT  0.99985392   +0 55 27.1
 AI1808
 AI1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1808!SPC NC       -   0.99997992  x   0.99989618  =   0.99987610
 AI1808!UTM  17      -   0.99997992  x   0.99985392  =   0.99983384
 AI1808
 AI1808                          SUPERSEDED SURVEY CONTROL
 AI1808
 AI1808  NAD 83(2001)-  35 38 45.09331(N)    079 24 51.91606(W) AD(       ) 1
 AI1808  ELLIP H (03/13/03)  127.956  (m)                       GP(       ) 4 2
 AI1808  NAD 83(1986)-  35 38 45.10016(N)    079 24 51.92410(W) AD(       ) 1
 AI1808
 AI1808.Superseded values are not recommended for survey control.
 AI1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1808.See file dsdata.txt to determine how the superseded data were derived.
 AI1808
 AI1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4354745828(NAD 83)
 AI1808_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1808_STAMPING: BONBENN 1989
 AI1808_MARK LOGO: NCGS  
 AI1808_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1808+STABILITY: SURFACE MOTION
 AI1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1808+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1808
 AI1808  HISTORY     - Date     Condition        Report By
 AI1808  HISTORY     - 1989     MONUMENTED       NCGS
 AI1808
 AI1808                          STATION DESCRIPTION
 AI1808
 AI1808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1808'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTH-SOUTHEAST OF SILER
 AI1808'CITY, IN BONLEE, AT THE INTERSECTION OF SR 1176 (OLD 421) WITH SR 1005
 AI1808'(BONLEE-BENNETT ROAD) AND SR 2126 (ELMER MOORE ROAD), IN SOUTHEAST
 AI1808'QUADRANT OF THE CROSSROADS. MARK IS LEVEL WITH ROAD AND FLUSH WITH
 AI1808'GROUND.  LOCATED 13.45 M (44.13 FT) EAST OF THE CENTERLINE OF OLD 421,
 AI1808'5.75 M (18.86 FT) SOUTH OF THE CENTERLINE OF SR 2126, 18.65 M (61.19
 AI1808'FT) NORTH-NORTHWEST OF THE EAST END OF A GAS PUMP ISLAND, 20.3 M (66.6
 AI1808'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, AND 17.3
 AI1808'SOUTHWEST OF A TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1809 ***********************************************************************
 AI1809  DESIGNATION -  BONBENN AZ MK
 AI1809  PID         -  AI1809
 AI1809  STATE/COUNTY-  NC/CHATHAM
 AI1809  USGS QUAD   -  SILER CITY (1988)
 AI1809
 AI1809                         *CURRENT SURVEY CONTROL
 AI1809  ___________________________________________________________________
 AI1809* NAD 83(2001)-  35 38 44.73288(N)    079 25 10.31026(W)     ADJUSTED  
 AI1809* NAVD 88     -       163.087  (meters)     535.06   (feet)  ADJUSTED  
 AI1809  ___________________________________________________________________
 AI1809  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AI1809  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 AI1809  DYNAMIC HT  -         162.949 (meters)     534.61  (feet)  COMP
 AI1809  MODELED GRAV-     979,785.6   (mgal)                       NAVD 88
 AI1809
 AI1809  HORZ ORDER  -  SECOND
 AI1809  VERT ORDER  -  SECOND    CLASS II
 AI1809
 AI1809.The horizontal coordinates were established by classical geodetic methods
 AI1809.and adjusted by the National Geodetic Survey in August 2005.
 AI1809
 AI1809.The orthometric height was determined by differential leveling
 AI1809.and adjusted in May 2000.
 AI1809.No vertical observational check was made to the station.
 AI1809
 AI1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1809
 AI1809.The geoid height was determined by GEOID03.
 AI1809
 AI1809.The dynamic height is computed by dividing the NAVD 88
 AI1809.geopotential number by the normal gravity value computed on the
 AI1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1809.degrees latitude (g = 980.6199 gals.).
 AI1809
 AI1809.The modeled gravity was interpolated from observed gravity values.
 AI1809
 AI1809;                    North         East     Units Scale Factor Converg.
 AI1809;SPC NC       -   210,378.937   571,610.406   MT  0.99989617   -0 14 31.7
 AI1809;SPC NC       -   690,218.23  1,875,358.47   sFT  0.99989617   -0 14 31.7
 AI1809;UTM  17      - 3,945,809.364   643,084.130   MT  0.99985229   +0 55 16.4
 AI1809
 AI1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1809!SPC NC       -   0.99997921  x   0.99989617  =   0.99987538
 AI1809!UTM  17      -   0.99997921  x   0.99985229  =   0.99983150
 AI1809
 AI1809                          SUPERSEDED SURVEY CONTROL
 AI1809
 AI1809  NAD 83(1986)-  35 38 44.73973(N)    079 25 10.31830(W) AD(       ) 2
 AI1809  NAVD 88 (09/27/99)  163.09   (m)          535.1    (f) LEVELING    3  
 AI1809
 AI1809.Superseded values are not recommended for survey control.
 AI1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1809.See file dsdata.txt to determine how the superseded data were derived.
 AI1809
 AI1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4308445809(NAD 83)
 AI1809_MARKER: DZ = AZIMUTH MARK DISK
 AI1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1809_STAMPING: BONBENN 1989
 AI1809_MARK LOGO: NCGS  
 AI1809_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1809+STABILITY: SURFACE MOTION
 AI1809
 AI1809  HISTORY     - Date     Condition        Report By
 AI1809  HISTORY     - 1989     MONUMENTED       NCGS
 AI1809
 AI1809                          STATION DESCRIPTION
 AI1809
 AI1809'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1809'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) SOUTH-SOUTHEAST OF SILER
 AI1809'CITY, IN BONLEEE, 0.4 KM (0.25 MI) WEST OF THE POST OFFICE, AT THE
 AI1809'INTERSECTION OF SR 1005 (BONLEE-BENNETT ROAD) WITH SR 1139 (AL DAVIS
 AI1809'ROAD-BONLEE SCHOOL ROAD), IN NORTHWEST QUADRANT OF THE CROSSROADS.
 AI1809'MARK IS ABOUT 2 FEET (0.6 M) LOWER THAN ROAD AND RECESSED 1 INCH BELOW
 AI1809'GROUND. LOCATED 7.65 M (25.10 FT) NORTH OF THE CENTERLINE OF SR 1005,
 AI1809'12.0 M (39.4 FT) WEST OF THE CENTERLINE OF SR 1139, 29.51 M (96.82 FT)
 AI1809'SOUTH OF THE SOUTHEAST CORNER OF BONLEE BAPTIST CHURCH, 7.05 M (23.13
 AI1809'FT) SOUTHWEST OF THE SOUTH END OF A CHURCH YARD CULVERT, AND 20.20 M
 AI1809'(66.27 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH LAMP AND REFERENCE
 AI1809'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2416 ***********************************************************************
 AH2416  DESIGNATION -  BONCLARKEN
 AH2416  PID         -  AH2416
 AH2416  STATE/COUNTY-  NC/HENDERSON
 AH2416  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2416
 AH2416                         *CURRENT SURVEY CONTROL
 AH2416  ___________________________________________________________________
 AH2416* NAD 83(2001)-  35 16 33.45665(N)    082 25 03.62181(W)     ADJUSTED  
 AH2416* NAVD 88     -       671.01   (+/-2cm)    2201.5    (feet)  VERTCON   
 AH2416  ___________________________________________________________________
 AH2416  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 AH2416  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 AH2416  HORZ ORDER  -  SECOND
 AH2416  VERT ORDER  -  THIRD (See Below)
 AH2416
 AH2416.The horizontal coordinates were established by classical geodetic methods
 AH2416.and adjusted by the National Geodetic Survey in August 2005.
 AH2416
 AH2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2416.The vertical order pertains to the NGVD 29 superseded value.
 AH2416
 AH2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2416
 AH2416.The geoid height was determined by GEOID03.
 AH2416
 AH2416;                    North         East     Units Scale Factor Converg.
 AH2416;SPC NC       -   174,626.050   298,760.215   MT  0.99987268   -1 58 21.3
 AH2416;SPC NC       -   572,918.97    980,182.47   sFT  0.99987268   -1 58 21.3
 AH2416;UTM  17      - 3,904,568.005   371,066.420   MT  0.99980487   -0 49 07.8
 AH2416
 AH2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2416!SPC NC       -   0.99989953  x   0.99987268  =   0.99977222
 AH2416!UTM  17      -   0.99989953  x   0.99980487  =   0.99970442
 AH2416
 AH2416                          SUPERSEDED SURVEY CONTROL
 AH2416
 AH2416  NAD 83(1986)-  35 16 33.46079(N)    082 25 03.62184(W) AD(       ) 2
 AH2416  NGVD 29 (07/29/98)  671.05   (m)         2201.6    (f) LEVELING    3  
 AH2416
 AH2416.Superseded values are not recommended for survey control.
 AH2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2416.See file dsdata.txt to determine how the superseded data were derived.
 AH2416
 AH2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7106604568(NAD 83)
 AH2416_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2416_SP_SET: DRILLED IN CONC TRAFFIC ISLAND
 AH2416_STAMPING: BONCLARKEN 1988
 AH2416_MARK LOGO: NCGS  
 AH2416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2416
 AH2416  HISTORY     - Date     Condition        Report By
 AH2416  HISTORY     - 1988     MONUMENTED       NCGS
 AH2416
 AH2416                          STATION DESCRIPTION
 AH2416
 AH2416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2416'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF HENDERSONVILLE,
 AH2416'IN EAST FLAT ROCK. ALONG US 176 FOR 1.3 MI (2.1 KM) NORTHWEST FROM THE
 AH2416'US 25, I-26 CONNECTOR OVERPASS (IN SOUTH HENDERSON COUNTY) TO SR 1809
 AH2416'(BONCLARKEN ROAD), IN CONCRETE TRAFFIC ISLAND. MARK IS ABOUT LEVEL
 AH2416'WITH THE HIGHWAY AND FLUSH WITH THE TRAFFIC ISLAND.  LOCATED 40.5 FT
 AH2416'(12.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF US 176, 1.7 FT (0.5 M)
 AH2416'WEST-SOUTHWEST OF THE EAST END OF ISLAND, 14.9 FT (4.5 M) EAST OF STOP
 AH2416'SIGN POST, 60.9 FT (18.6 M) SOUTHEAST OF THE CENTER OF AN IRON
 AH2416'DRAINAGE GRATE, 117.2 FT (35.7 M) EAST OF A FIRE HYDRANT, AND 83.7 FT
 AH2416'(25.5 M) EAST-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3510 ***********************************************************************
 EY3510  DESIGNATION -  BOND
 EY3510  PID         -  EY3510
 EY3510  STATE/COUNTY-  NC/BEAUFORT
 EY3510  USGS QUAD   -  SOUTH CREEK (1993)
 EY3510
 EY3510                         *CURRENT SURVEY CONTROL
 EY3510  ___________________________________________________________________
 EY3510* NAD 83(2001)-  35 20 59.41943(N)    076 40 59.24066(W)     ADJUSTED  
 EY3510* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3510  ___________________________________________________________________
 EY3510  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 EY3510  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EY3510  HORZ ORDER  -  THIRD
 EY3510
 EY3510.The horizontal coordinates were established by classical geodetic methods
 EY3510.and adjusted by the National Geodetic Survey in August 2005.
 EY3510
 EY3510.The orthometric height was scaled from a topographic map.
 EY3510
 EY3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3510
 EY3510.The geoid height was determined by GEOID03.
 EY3510
 EY3510;                    North         East     Units Scale Factor Converg.
 EY3510;SPC NC       -   179,927.399   820,154.967   MT  0.99987405   +1 20 14.0
 EY3510;SPC NC       -   590,311.81  2,690,791.75   sFT  0.99987405   +1 20 14.0
 EY3510;UTM  18      - 3,913,139.863   347,061.513   MT  0.99988826   -0 58 26.4
 EY3510
 EY3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3510!SPC NC       -   1.00000574  x   0.99987405  =   0.99987979
 EY3510!UTM  18      -   1.00000574  x   0.99988826  =   0.99989400
 EY3510
 EY3510:                Primary Azimuth Mark                     Grid Az
 EY3510:SPC NC       -  DUCK BLIND B                             000 04 23.1
 EY3510:UTM  18      -  DUCK BLIND B                             002 23 03.5
 EY3510
 EY3510|---------------------------------------------------------------------|
 EY3510| PID    Reference Object                     Distance      Geod. Az  |
 EY3510|                                                           dddmmss.s |
 EY3510| EY3515 DUCK BLIND B                        APPROX. 1.2 KM 0012437.1 |
 EY3510| EY3548 INDIAN SLUE BEACON                  APPROX. 1.3 KM 0243455.6 |
 EY3510| EY4805 BOND RM 1                                          07549     |
 EY3510| EY4806 BOND RM 2                                          16004     |
 EY3510| EY4807 BOND RM 3                                          16610     |
 EY3510| EY3517 FORK                                APPROX. 1.5 KM 2622705.9 |
 EY3510| EY3512 CHIMNEY ON WHITE HOUSE              APPROX. 1.8 KM 3223153.8 |
 EY3510| EY3516 DUCK BLIND C                        APPROX. 1.3 KM 3411416.9 |
 EY3510|---------------------------------------------------------------------|
 EY3510
 EY3510                          SUPERSEDED SURVEY CONTROL
 EY3510
 EY3510  NAD 83(1986)-  35 20 59.43147(N)    076 40 59.25003(W) AD(       ) 3
 EY3510  NAD 27      -  35 20 58.83000(N)    076 41 00.50300(W) AD(       ) 3
 EY3510
 EY3510.Superseded values are not recommended for survey control.
 EY3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3510.See file dsdata.txt to determine how the superseded data were derived.
 EY3510
 EY3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4706213140(NAD 83)
 EY3510_MARKER: DS = TRIANGULATION STATION DISK
 EY3510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3510_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3510
 EY3510  HISTORY     - Date     Condition        Report By
 EY3510  HISTORY     - 1914     MONUMENTED       CGS
 EY3510  HISTORY     - 1933     GOOD             CGS
 EY3510  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY3510
 EY3510                          STATION DESCRIPTION
 EY3510
 EY3510'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY3510'STATION IS ON THE S SIDE OF PAMLICO RIVER, SW FROM INDIAN
 EY3510'ISLAND, ON THE E SIDE OF ENTRANCE TO BOND CREEK, ON THE MIDDLE ONE
 EY3510'OF THREE SMALL POINTS ON GRASSY GROUND BACKED WITH PINES, IN
 EY3510'VIEW OF A SMALL TUMBLED DOWN HOUSE ON THE SMALL POINT TO THE
 EY3510'EASTWARD ABOUT 10 YARDS S FROM THE SHORE.
 EY3510'
 EY3510'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3510'IN CONCRETE, IN THE TOPS OF TILES.
 EY3510'
 EY3510'TWO PINE TREES ARE BLAZED AS WITNESS MARKS.
 EY3510'
 EY3510'THE REFERENCE MARK IS 25.49 METERS (83.6 FEET) FROM THE STATION
 EY3510'S 19 DEG 56 MIN E.  ONE BLAZED PINE IS 26.69 METERS
 EY3510'(87.6 FEET) N 75 DEG 49 MIN E.  THE OTHER BLAZED PINE IS
 EY3510'23.44 METERS (76.9), FEET S 13 DEG 50 MIN E.  THE CHIMNEY
 EY3510'OF A WHITE HOUSE ON HICKORY POINT IS N 37 DEG 28 MIN W.
 EY3510
 EY3510                          STATION RECOVERY (1933)
 EY3510
 EY3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3510'STATION IS ON A ROUNDING POINT AT THE MOUTH OF BOND CREEK, SW
 EY3510'OF INDIAN ISLAND, ON THE S SIDE OF THE PAMLICO RIVER.  THE STATION
 EY3510'WAS FOUND AS DESCRIBED IN GOOD CONDITION, 10 YARDS FROM THE EDGE
 EY3510'OF THE WATER.  THE REFERENCE MARK WAS NOT FOUND, BUT IS PROBABLY
 EY3510'IN PLACE.  PINE WITNESS MARKS ALSO FOUND.  THE STATION WAS NOT
 EY3510'OCCUPIED.
 EY3510'
 EY3510'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 EY3510
 EY3510                          STATION RECOVERY (1948)
 EY3510
 EY3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3510'STATION HAS BEEN DESTROYED.  A 6-INCH TILE 3 FEET LONG WITH AN
 EY3510'UNSTAMPED DISK SET IN TOP WAS FOUND LYING IN THE WATER.  THE
 EY3510'DISK WAS KNOCKED OUT OF THE TOP AND THE TILE LEFT IN THE WATER.
 EY3510'THE WITNESS MARKS AND THE REFERENCE MARK WERE NOT FOUND AFTER
 EY3510'A 2-HOUR SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2528 ***********************************************************************
 EZ2528  DESIGNATION -  BONDED
 EZ2528  PID         -  EZ2528
 EZ2528  STATE/COUNTY-  NC/WAKE
 EZ2528  USGS QUAD   -  RALEIGH WEST (1988)
 EZ2528
 EZ2528                         *CURRENT SURVEY CONTROL
 EZ2528  ___________________________________________________________________
 EZ2528* NAD 83(2001)-  35 48 07.43670(N)    078 37 46.03650(W)     ADJUSTED  
 EZ2528* NAVD 88     -        70.310  (meters)     230.68   (feet)  ADJUSTED  
 EZ2528  ___________________________________________________________________
 EZ2528  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 EZ2528  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 EZ2528  DYNAMIC HT  -          70.249 (meters)     230.48  (feet)  COMP
 EZ2528  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 EZ2528
 EZ2528  HORZ ORDER  -  SECOND
 EZ2528  VERT ORDER  -  SECOND    CLASS II
 EZ2528
 EZ2528.The horizontal coordinates were established by classical geodetic methods
 EZ2528.and adjusted by the National Geodetic Survey in August 2005.
 EZ2528
 EZ2528.The orthometric height was determined by differential leveling
 EZ2528.and adjusted in June 1991.
 EZ2528
 EZ2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2528
 EZ2528.The geoid height was determined by GEOID03.
 EZ2528
 EZ2528.The dynamic height is computed by dividing the NAVD 88
 EZ2528.geopotential number by the normal gravity value computed on the
 EZ2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2528.degrees latitude (g = 980.6199 gals.).
 EZ2528
 EZ2528.The modeled gravity was interpolated from observed gravity values.
 EZ2528
 EZ2528;                    North         East     Units Scale Factor Converg.
 EZ2528;SPC NC       -   227,702.374   643,091.445   MT  0.99991861   +0 12 49.9
 EZ2528;SPC NC       -   747,053.54  2,109,875.85   sFT  0.99991861   +0 12 49.9
 EZ2528;UTM  17      - 3,964,588.080   714,203.689   MT  1.00016542   +1 23 14.2
 EZ2528
 EZ2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2528!SPC NC       -   0.99999413  x   0.99991861  =   0.99991274
 EZ2528!UTM  17      -   0.99999413  x   1.00016542  =   1.00015955
 EZ2528
 EZ2528:                Primary Azimuth Mark                     Grid Az
 EZ2528:SPC NC       -  SHONEYS                                  096 51 57.9
 EZ2528:UTM  17      -  SHONEYS                                  095 41 33.6
 EZ2528
 EZ2528|---------------------------------------------------------------------|
 EZ2528| PID    Reference Object                     Distance      Geod. Az  |
 EZ2528|                                                           dddmmss.s |
 EZ2528| EZ2527 SHONEYS                             477.378 METERS 0970447.8 |
 EZ2528| EZ2529 BELLS                               APPROX. 1.0 KM 2463721.9 |
 EZ2528|---------------------------------------------------------------------|
 EZ2528
 EZ2528                          SUPERSEDED SURVEY CONTROL
 EZ2528
 EZ2528  NAD 83(1986)-  35 48 07.44060(N)    078 37 46.04459(W) AD(       ) 2
 EZ2528  NAD 27      -  35 48 06.89994(N)    078 37 47.03009(W) AD(       ) 2
 EZ2528  NGVD 29 (??/??/92)   70.589  (m)          231.59   (f) ADJ UNCH    2 2
 EZ2528
 EZ2528.Superseded values are not recommended for survey control.
 EZ2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2528.See file dsdata.txt to determine how the superseded data were derived.
 EZ2528
 EZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1420464588(NAD 83)
 EZ2528_MARKER: DE = TRAVERSE STATION DISK
 EZ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2528_STAMPING: BONDED 1967
 EZ2528_MARK LOGO: NCGS  
 EZ2528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2528+STABILITY: SURFACE MOTION
 EZ2528
 EZ2528  HISTORY     - Date     Condition        Report By
 EZ2528  HISTORY     - 1967     MONUMENTED       NCGS
 EZ2528  HISTORY     - 1976     GOOD             NCGS
 EZ2528  HISTORY     - 1984     GOOD             USPSQD
 EZ2528  HISTORY     - 19871013 GOOD             NCGS
 EZ2528
 EZ2528                          STATION DESCRIPTION
 EZ2528
 EZ2528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ2528'BONDED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2528'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ2528'
 EZ2528'BONDED IS LOCATED APPROXIMATELY 1.6 MILES NNE OF CAPITOL
 EZ2528'SQUARE.  STATION IS 0.2 MILES NORTHWEST ALONG DOWNTOWN BLVD.  FROM
 EZ2528'MAIN SEABOARD AIRLINE RR BRIDGE OVER OLD WAKE FOREST RD..  0.6 MILE
 EZ2528'NORTHEAST OF FAIRVIEW RD. EXIT BRIDGE.  APPROXIMATELY 300 FT
 EZ2528'SOUTHWEST OF OFFICE BUILDING OF RALEIGH BONDED WAREHOUSE,
 EZ2528'APPROXIMATELY 400 FT SOUTHEAST OF N. C. CONCRETE PRODUCTS
 EZ2528'CO. PLANT, ON NORTH SHOULDER OF S BOUND LANE OF DOWNTOWN BLVD.
 EZ2528'
 EZ2528'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2528'BONDED 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2528'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2528'
 EZ2528'MARK IS
 EZ2528'
 EZ2528'78.5 FT ESE OF PP BETWEEN N AND S BOUND LANES OF NORTH
 EZ2528'BOULEVARD, WITH ALUMINUM REF. TAG
 EZ2528'
 EZ2528'33.1 FT W OF PP WITH STREET LAMP ON N SIDE OF S BOUND LANE
 EZ2528'OF N. BLVD.
 EZ2528'
 EZ2528'92.8 FT W OF 45 MPH WOODEN SPEED SIGN ON N SIDE OF SOUTH
 EZ2528'BOUND LANE OF N. BLVD. WITH ALUMINUM REF. TAG
 EZ2528'
 EZ2528'30.2 FT NNW OF CENTER LINE OF S BOUND LANE OF N. BLVD.
 EZ2528'
 EZ2528'35.0 FT S OF C/L OF ACCESS ROAD TO NORTH OF S. BOUND LANE OF
 EZ2528'N. BLVD.
 EZ2528
 EZ2528                          STATION RECOVERY (1976)
 EZ2528
 EZ2528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2528'1.6 MI NNE FROM RALEIGH.
 EZ2528'STATION IS LOCATED ALONG DOWNTOWN BOULEVARD, APPROXIMATELY 1.6 MILES
 EZ2528'NNE OF CAPITOL SQUARE, APPROXIMATELY 350 FEET WSW OF AN ENTRANCE ROAD
 EZ2528'ONTO DOWNTOWN BOULEVARD FROM OLD WAKE FOREST ROAD AND 800 FEET WEST OF
 EZ2528'SEABOARD COAST LINE RR OVERPASS OF THE BOULEVARD, IN THE NORTH
 EZ2528'SHOULDER OF THE SOUTH BOUND LANE AT HIGHWAY CONSTRUCTION STATION
 EZ2528'NUMBER 96 + 00.  45.3 FT. E OF POWER POLE WITH STREET LAMP ON NORTH
 EZ2528'SIDE OF SOUTH BOUND LANE OF N. BLVD., 31.2 FT. NNW OF CENTER LINE OF
 EZ2528'SOUTH BOUND LANE OF N. BLVD., 35.0 FT. S OF CENTERLINE OF ACCESS ROAD
 EZ2528'TO NORTH OF SOUTH BOUND LANE OF N. BLVD., 1.0 FT. S OF GUARD RAIL AND
 EZ2528'77.3 FT. WSW OF FIRE HYDRANT.  DISK IS SET IN TOP OF CONCRETE
 EZ2528'CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2528
 EZ2528                          STATION RECOVERY (1984)
 EZ2528
 EZ2528'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ2528'BONDED 1967 FOUND GOOD.
 EZ2528'
 EZ2528'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--APPROX. 150 FEET W OF
 EZ2528'JUNCTION OF ON RAMP FROM WAKE FOREST RD.  THE MARK IS NOW 5 INCHES
 EZ2528'BELOW SURFACE OF GROUND.  THE FIRST REF. POINT IS NO LONGER VALID.
 EZ2528'THE SECOND REF. POINT SHOULD READ--83.3 FEET W OF PP WITH STREET
 EZ2528'LAMP...., THE THIRD REF. SHOULD READ--19.7 FEET E. OF 45 MPH
 EZ2528'SPEED SIGN ON N. SIDE OF SOUTH BOUND LANE..., (ALUMINUM REF TAG
 EZ2528'GONE) ADD FOLLOWING REF--45.3 FEET E OF PP ON N SHOULDER OF
 EZ2528'SOUTH BOUND LANE OF N. BLVD WITH ALUMINUM REF. TAG.  YELLOW ARROW
 EZ2528'PAINTED ON N.  SHOULDER OF S. BOUND LANE POINTING AT STATION
 EZ2528'MARK.
 EZ2528
 EZ2528                          STATION RECOVERY (1987)
 EZ2528
 EZ2528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ2528'RECOVERED AS DESCRIBED.  CURRENT REFERENCES FOLLOW. LOCATED 77.3 FT
 EZ2528'(23.6 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 1.0 FT (0.3 M)
 EZ2528'SOUTH-SOUTHEAST OF THE GUARD RAIL--AND 45.9 FT (14.0 M) EAST OF A LAMP
 EZ2528'POLE, 85.0 FT (25.9 M) WEST OF A POWER POLE WITH A LAMP--BOTH WITH
 EZ2528'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0466 ***********************************************************************
 EX0466  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0466  DESIGNATION -  BONE
 EX0466  PID         -  EX0466
 EX0466  STATE/COUNTY-  NC/DARE
 EX0466  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0466
 EX0466                         *CURRENT SURVEY CONTROL
 EX0466  ___________________________________________________________________
 EX0466* NAD 83(2001)-  35 54 22.69345(N)    075 35 55.00353(W)     ADJUSTED  
 EX0466* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 EX0466  ___________________________________________________________________
 EX0466  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EX0466  GEOID HEIGHT-         -38.95  (meters)                     GEOID03
 EX0466  HORZ ORDER  -  SECOND
 EX0466
 EX0466.The horizontal coordinates were established by classical geodetic methods
 EX0466.and adjusted by the National Geodetic Survey in August 2005.
 EX0466
 EX0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0466
 EX0466.This Tidal Bench Mark is designated as VM 14883
 EX0466.by the Center for Operational Oceanographic Products and Services.
 EX0466
 EX0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0466
 EX0466.The geoid height was determined by GEOID03.
 EX0466
 EX0466;                    North         East     Units Scale Factor Converg.
 EX0466;SPC NC       -   244,464.326   916,566.069   MT  0.99993773   +1 57 47.4
 EX0466;SPC NC       -   802,046.71  3,007,100.51   sFT  0.99993773   +1 57 47.4
 EX0466;UTM  18      - 3,973,721.735   445,984.459   MT  0.99963595   -0 21 03.9
 EX0466
 EX0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0466!SPC NC       -   1.00000589  x   0.99993773  =   0.99994362
 EX0466!UTM  18      -   1.00000589  x   0.99963595  =   0.99964184
 EX0466
 EX0466|---------------------------------------------------------------------|
 EX0466| PID    Reference Object                     Distance      Geod. Az  |
 EX0466|                                                           dddmmss.s |
 EX0466| EX0109 N 249                               188.625 METERS 03855     |
 EX0466| EX0292 EXXON                               271.983 METERS 04632     |
 EX0466| EX0465 WHALE                               327.282 METERS 15152     |
 EX0466| EX0131 C 168                                30.842 METERS 28258     |
 EX0466|---------------------------------------------------------------------|
 EX0466
 EX0466                          SUPERSEDED SURVEY CONTROL
 EX0466
 EX0466  NAD 83(1986)-  35 54 22.71308(N)    075 35 55.01192(W) AD(       ) 2
 EX0466  NAD 27      -  35 54 22.09134(N)    075 35 56.39461(W) AD(       ) 2
 EX0466  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG    3  
 EX0466
 EX0466.Superseded values are not recommended for survey control.
 EX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0466.See file dsdata.txt to determine how the superseded data were derived.
 EX0466
 EX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4598473722(NAD 83)
 EX0466_MARKER: DE = TRAVERSE STATION DISK
 EX0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0466_STAMPING: BONE 1974
 EX0466_MARK LOGO: NCGS  
 EX0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EX0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0466+STABILITY: SURFACE MOTION
 EX0466
 EX0466  HISTORY     - Date     Condition        Report By
 EX0466  HISTORY     - 1974     MONUMENTED       NCGS
 EX0466  HISTORY     - 1985     GOOD             USPSQD
 EX0466  HISTORY     - 20000620 MARK NOT FOUND   NCDOT
 EX0466  HISTORY     - 20051027 MARK NOT FOUND   NCGS
 EX0466
 EX0466                          STATION DESCRIPTION
 EX0466
 EX0466'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0466'BONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0466'THE VICINITY OF NAGS HEAD, NORTH CAROLINA.
 EX0466'
 EX0466'BONE IS LOCATED IN NAGS HEAD.  IT IS LOCATED AT THE INTERSECTION
 EX0466'OF U.S. 64, U.S. 264, U.S. 158 BYPASS, U.S. 158 BUSINESS AND NC 12
 EX0466'NEAR THE NORTH END OF SOIL TRAFFIC ISLAND IN NC 12, AT NC 12
 EX0466'APPRAOACH TO U.S. 158 BUSINESS.
 EX0466'
 EX0466'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0466'BONE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EX0466'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0466'
 EX0466'MARK IS 24.1 FT SSE OF C/L OF U.S. 158 BUSINESS
 EX0466'
 EX0466'79.2 FT SW OF TOP OF FIRE HYDRANT IN SE QUADRANT
 EX0466'
 EX0466'3.2 FT SSE OF CURB AT N END OF ISLAND IN NC 12
 EX0466'
 EX0466'100.0 FT NE OF PP 3530G99 WITH ALUMINUM REF. TAG IN SW QUADRANT
 EX0466'
 EX0466'3.5 FT SW OF N POST OF MANTEO, WANCHESE, AND HATTERAS
 EX0466'SIGN WITH ALUMINUM REF. TAG
 EX0466'
 EX0466'9.2 FT NNE OF U.S. 158 AND NC 12 SIGN POST WITH ALUMINUM REF. TAG
 EX0466'
 EX0466'101.20 FT SE OF C 168 1963 (C AND GS BM)
 EX0466'
 EX0466'C-168 IS A C AND GS BM LOCATED IN THE NORTHWEST QUADRANT OF
 EX0466'INTERSECTION, 101.0 FT NW OF STATION BONE, 57.0 FT NNW OF C/L OF
 EX0466'U.S. 64- U.S. 264, 48.5 FT WSW OF C/L OF NC 12 TO U.S. 158 BYPASS
 EX0466'CONNECTOR, 39.0 FT S OF SW END OF CULVERT UNDER SAID CONNECTOR,
 EX0466'AND 2.0 FT NE OF TP.  BM IS A DISK ON TOP OF A COPPER COATED
 EX0466'STEEL ROD PROJECTING 2 INCHES IN A 3 INCH TILE.
 EX0466
 EX0466                          STATION RECOVERY (1985)
 EX0466
 EX0466'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EX0466'RECOVERED IN GOOD CONDITION.
 EX0466
 EX0466                          STATION RECOVERY (2000)
 EX0466
 EX0466'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0466'STATION NOT FOUND.
 EX0466
 EX0466                          STATION RECOVERY (2005)
 EX0466
 EX0466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EX0466'NOT FOUND AND IS BELIEVED DESTROYED BY HIGHWAY IMPROVEMENTS.  MARK WAS
 EX0466'SEARCHED FOR USING HAND-HELD MAPPING GRADE GPS RECEIVER AND
 EX0466'COORDINATES PLACE LOCATION IN ASPHALT OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3798 ***********************************************************************
 EY3798  DESIGNATION -  BONE
 EY3798  PID         -  EY3798
 EY3798  STATE/COUNTY-  NC/BEAUFORT
 EY3798  USGS QUAD   -  AURORA (1993)
 EY3798
 EY3798                         *CURRENT SURVEY CONTROL
 EY3798  ___________________________________________________________________
 EY3798* NAD 83(2001)-  35 19 00.50405(N)    076 47 56.39543(W)     ADJUSTED  
 EY3798* NAVD 88     -         2.116  (meters)       6.94   (feet)  ADJUSTED  
 EY3798  ___________________________________________________________________
 EY3798  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 EY3798  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EY3798  DYNAMIC HT  -           2.114 (meters)       6.94  (feet)  COMP
 EY3798  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 EY3798
 EY3798  HORZ ORDER  -  SECOND
 EY3798  VERT ORDER  -  SECOND    CLASS II
 EY3798
 EY3798.The horizontal coordinates were established by classical geodetic methods
 EY3798.and adjusted by the National Geodetic Survey in August 2005.
 EY3798
 EY3798.The orthometric height was determined by differential leveling
 EY3798.and adjusted in June 1998.
 EY3798
 EY3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3798
 EY3798.The geoid height was determined by GEOID03.
 EY3798
 EY3798.The dynamic height is computed by dividing the NAVD 88
 EY3798.geopotential number by the normal gravity value computed on the
 EY3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3798.degrees latitude (g = 980.6199 gals.).
 EY3798
 EY3798.The modeled gravity was interpolated from observed gravity values.
 EY3798
 EY3798;                    North         East     Units Scale Factor Converg.
 EY3798;SPC NC       -   176,024.336   809,707.340   MT  0.99987323   +1 16 13.3
 EY3798;SPC NC       -   577,506.51  2,656,514.83   sFT  0.99987323   +1 16 13.3
 EY3798;UTM  18      - 3,909,661.122   336,464.632   MT  0.99992959   -1 02 24.8
 EY3798
 EY3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3798!SPC NC       -   1.00000551  x   0.99987323  =   0.99987874
 EY3798!UTM  18      -   1.00000551  x   0.99992959  =   0.99993510
 EY3798
 EY3798:                Primary Azimuth Mark                     Grid Az
 EY3798:SPC NC       -  SITE                                     357 46 43.9
 EY3798:UTM  18      -  SITE                                     000 05 22.0
 EY3798
 EY3798|---------------------------------------------------------------------|
 EY3798| PID    Reference Object                     Distance      Geod. Az  |
 EY3798|                                                           dddmmss.s |
 EY3798| EY3840 SITE                                APPROX. 0.9 KM 3590257.2 |
 EY3798|---------------------------------------------------------------------|
 EY3798
 EY3798                          SUPERSEDED SURVEY CONTROL
 EY3798
 EY3798  NAD 83(1986)-  35 19 00.51508(N)    076 47 56.40636(W) AD(       ) 2
 EY3798  NAD 83(1986)-  35 19 00.52147(N)    076 47 56.39852(W) AD(       ) 2
 EY3798  NAD 27      -  35 18 59.89807(N)    076 47 57.66049(W) AD(       ) 2
 EY3798  NGVD 29 (04/29/98)    2.47   (m)            8.1    (f) LEVELING    3  
 EY3798
 EY3798.Superseded values are not recommended for survey control.
 EY3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3798.See file dsdata.txt to determine how the superseded data were derived.
 EY3798
 EY3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3646509661(NAD 83)
 EY3798_MARKER: DE = TRAVERSE STATION DISK
 EY3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3798_STAMPING: BONE 1966
 EY3798_MARK LOGO: NCGS  
 EY3798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3798+STABILITY: SURFACE MOTION
 EY3798
 EY3798  HISTORY     - Date     Condition        Report By
 EY3798  HISTORY     - 1966     MONUMENTED       NCGS
 EY3798  HISTORY     - 19830101 GOOD             NCGS
 EY3798
 EY3798                          STATION DESCRIPTION
 EY3798
 EY3798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (ESL)
 EY3798'BONE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EY3798'VICINITY OF AURORA, NORTH CAROLINA.
 EY3798'
 EY3798'BONE IS 1.0 MILE NW OF AURORA.  LOCATED 0.85 MILES N ALONG SR
 EY3798'1940 FROM INTERSECTION OF SR 1965 AND SR 1940.  0.5 MILES S OF SR
 EY3798'1942 AND ON TOP OF E DITCH BANK OF SR 1940 AT THE T INTERSECTION
 EY3798'OF SR 1941 AND 1940.
 EY3798'
 EY3798'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY3798'BONE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY3798'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY3798'
 EY3798'MARK IS
 EY3798'
 EY3798'26.4 FT E OF C/L OF SR 1940
 EY3798'
 EY3798'17.9 FT E OF YELLOW ARROW PAINTED ON SR 1940
 EY3798'
 EY3798'41.1 FT N OF PP 1809-12 WITH ALUMINUM REF. TAG
 EY3798'
 EY3798'5.6 FT SW OF FENCE POST WITH ALUMINUM REF. TAG
 EY3798'
 EY3798'111.5 FT S OF UNDERGROUND TELEPHONE BOX WITH ALUMINUM REF. TAG
 EY3798'
 EY3798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY3798
 EY3798                          STATION RECOVERY (1983)
 EY3798
 EY3798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY3798'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTH-NORTHWEST OF AURORA.
 EY3798'ALONG NC 306 FOR 4.7 KM (2.90 MI) NORTH FROM THE NC 33 INTERSECTION IN
 EY3798'WEST EDGE OF AURORA, AT SR 1942, AND NEAR A FENCE LINE AT THE EDGE OF
 EY3798'THE RIGHT-OF-WAY. MARK IS FLUSH WITH GROUND.  LOCATED 19.2 M (63.0 FT)
 EY3798'EAST OF THE CENTERLINE OF THE HIGHWAY--AND 1.3 M (4.3 FT) SOUTHWEST OF
 EY3798'A FENCE POST, 34.0 M (111.5 FT) SOUTH OF A TELEPHONE PEDESTAL SUPPORT
 EY3798'POLE, 12.5 M (41.0 FT) NORTH OF POWER POLE NO 1809-12, AND 13.4 M
 EY3798'(44.0 FT) NORTH OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8781 ***********************************************************************
 DH8781  DESIGNATION -  BONE
 DH8781  PID         -  DH8781
 DH8781  STATE/COUNTY-  NC/GREENE
 DH8781  USGS QUAD   -  SNOW HILL (1982)
 DH8781
 DH8781                         *CURRENT SURVEY CONTROL
 DH8781  ___________________________________________________________________
 DH8781* NAD 83(2001)-  35 22 52.91103(N)    077 39 08.84366(W)     ADJUSTED  
 DH8781* NAVD 88     -        29.5    (meters)      97.     (feet)  GPS OBS   
 DH8781  ___________________________________________________________________
 DH8781  X           -   1,113,264.774 (meters)                     COMP
 DH8781  Y           -  -5,085,614.895 (meters)                     COMP
 DH8781  Z           -   3,672,440.697 (meters)                     COMP
 DH8781  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DH8781  ELLIP HEIGHT-          -6.203 (meters)          (03/08/06) ADJUSTED
 DH8781  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 DH8781  HORZ ORDER  -  FIRST
 DH8781  ELLP ORDER  -  FIFTH     CLASS I
 DH8781
 DH8781.The horizontal coordinates were established by GPS observations
 DH8781.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8781
 DH8781.The orthometric height was determined by GPS observations and a
 DH8781.high-resolution geoid model.
 DH8781
 DH8781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8781
 DH8781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8781
 DH8781.The ellipsoidal height was determined by GPS observations
 DH8781.and is referenced to NAD 83.
 DH8781
 DH8781.The geoid height was determined by GEOID03.
 DH8781
 DH8781;                    North         East     Units Scale Factor Converg.
 DH8781;SPC NC       -   181,798.366   732,023.474   MT  0.99987514   +0 46 39.9
 DH8781;SPC NC       -   596,450.14  2,401,647.01   sFT  0.99987514   +0 46 39.9
 DH8781;UTM  18      - 3,918,566.810   259,058.705   MT  1.00031547   -1 32 11.6
 DH8781
 DH8781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8781!SPC NC       -   1.00000097  x   0.99987514  =   0.99987611
 DH8781!UTM  18      -   1.00000097  x   1.00031547  =   1.00031644
 DH8781
 DH8781:                Primary Azimuth Mark                     Grid Az
 DH8781:SPC NC       -  SOUP                                     297 15 42.9
 DH8781:UTM  18      -  SOUP                                     299 34 34.4
 DH8781
 DH8781|---------------------------------------------------------------------|
 DH8781| PID    Reference Object                     Distance      Geod. Az  |
 DH8781|                                                           dddmmss.s |
 DH8781| DH8780 SOUP                                APPROX. 0.5 KM 2980222.8 |
 DH8781|---------------------------------------------------------------------|
 DH8781
 DH8781                          SUPERSEDED SURVEY CONTROL
 DH8781
 DH8781  NAD 83(1986)-  35 22 52.91812(N)    077 39 08.85004(W) AD(       ) 1
 DH8781
 DH8781.Superseded values are not recommended for survey control.
 DH8781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8781.See file dsdata.txt to determine how the superseded data were derived.
 DH8781
 DH8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5905918567(NAD 83)
 DH8781_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8781_STAMPING: BONE 1998
 DH8781_MARK LOGO: NCGS  
 DH8781_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8781+STABILITY: SURFACE MOTION
 DH8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8781+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DH8781
 DH8781  HISTORY     - Date     Condition        Report By
 DH8781  HISTORY     - 1998     MONUMENTED       NCGS
 DH8781
 DH8781                          STATION DESCRIPTION
 DH8781
 DH8781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DH8781'STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SNOW HILL
 DH8781'AND 0.7 MI (1.1 KM) WEST OF GLENFIELD. PROCEED ALONG SR 1254 (N.
 DH8781'GREENE ST.) FOR 0.05 MI (0.08 KM) NORTH FROM THE TOWN HALL BUILDING IN
 DH8781'SNOW HILL, THENCE ALONG US 258 SOUTH FOR 4.8 MI (7.7 KM) TO SR 1103,
 DH8781'THENCE ALONG SR 1103 EAST FOR 1.0 MI (1.6 KM) TO THE STATION, IN THE
 DH8781'NORTHEASTERN SHOULDER AT THE CORNER OF A WOODEN AREA. MARK IS ABOUT
 DH8781'1-FT LOWER THAN SR 1103 AND IS RECESSED 6 INCHES BELOW THE GROUND.
 DH8781'LOCATED 13.3 FT (4.1 M) NORTHEAST OF THE CENTERLINE OF SR 1103, 164.5
 DH8781'FT (50.1 M) SOUTHEAST OF THE NORTHEAST END OF A 18 INCH CULVERT AND
 DH8781'57.1 FT (17.4 M) NORTH-NORTHWEST OF THE NORTHWESTERN MOST OF SIX CURVE
 DH8781'CAUTION SIGNS ACROSS SR 1103 WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2703 ***********************************************************************
 EZ2703  DESIGNATION -  BONES
 EZ2703  PID         -  EZ2703
 EZ2703  STATE/COUNTY-  NC/CUMBERLAND
 EZ2703  USGS QUAD   -  CLIFDALE (1982)
 EZ2703
 EZ2703                         *CURRENT SURVEY CONTROL
 EZ2703  ___________________________________________________________________
 EZ2703* NAD 83(2001)-  35 01 48.08825(N)    079 02 42.83504(W)     ADJUSTED  
 EZ2703* NAVD 88     -        58.010  (meters)     190.32   (feet)  ADJUSTED  
 EZ2703  ___________________________________________________________________
 EZ2703  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 EZ2703  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 EZ2703  DYNAMIC HT  -          57.957 (meters)     190.15  (feet)  COMP
 EZ2703  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 EZ2703
 EZ2703  HORZ ORDER  -  SECOND
 EZ2703  VERT ORDER  -  SECOND    CLASS II
 EZ2703
 EZ2703.The horizontal coordinates were established by classical geodetic methods
 EZ2703.and adjusted by the National Geodetic Survey in August 2005.
 EZ2703
 EZ2703.The orthometric height was determined by differential leveling
 EZ2703.and adjusted in June 1991.
 EZ2703
 EZ2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2703
 EZ2703.The geoid height was determined by GEOID03.
 EZ2703
 EZ2703.The dynamic height is computed by dividing the NAVD 88
 EZ2703.geopotential number by the normal gravity value computed on the
 EZ2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2703.degrees latitude (g = 980.6199 gals.).
 EZ2703
 EZ2703.The modeled gravity was interpolated from observed gravity values.
 EZ2703
 EZ2703;                    North         East     Units Scale Factor Converg.
 EZ2703;SPC NC       -   141,994.126   605,474.082   MT  0.99988004   -0 01 34.0
 EZ2703;SPC NC       -   465,859.06  1,986,459.55   sFT  0.99988004   -0 01 34.0
 EZ2703;UTM  17      - 3,878,119.161   678,322.536   MT  0.99999192   +1 07 20.4
 EZ2703
 EZ2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2703!SPC NC       -   0.99999608  x   0.99988004  =   0.99987612
 EZ2703!UTM  17      -   0.99999608  x   0.99999192  =   0.99998800
 EZ2703
 EZ2703                          SUPERSEDED SURVEY CONTROL
 EZ2703
 EZ2703  NAD 83(1986)-  35 01 48.09976(N)    079 02 42.83216(W) AD(       ) 2
 EZ2703  NAVD 88 (06/16/98)   58.01   (m)          190.3    (f) LEVELING    3  
 EZ2703
 EZ2703.Superseded values are not recommended for survey control.
 EZ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2703.See file dsdata.txt to determine how the superseded data were derived.
 EZ2703
 EZ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7832378119(NAD 83)
 EZ2703_MARKER: DE = TRAVERSE STATION DISK
 EZ2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2703_SP_SET: CONCRETE POST
 EZ2703_STAMPING: BONES 1981
 EZ2703_MARK LOGO: NCGS  
 EZ2703_PROJECTION: RECESSED 8 CENTIMETERS
 EZ2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2703+STABILITY: SURFACE MOTION
 EZ2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2703+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 EZ2703
 EZ2703  HISTORY     - Date     Condition        Report By
 EZ2703  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2703  HISTORY     - 1986     GOOD             USPSQD
 EZ2703  HISTORY     - 19910610 GOOD             USPSQD
 EZ2703  HISTORY     - 20040207 GOOD             GEOCAC
 EZ2703  HISTORY     - 20060725 GOOD             USPSQD
 EZ2703
 EZ2703                          STATION DESCRIPTION
 EZ2703
 EZ2703'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2703'2.8 MI NNE FROM ROCKFISH.
 EZ2703'ALONG US 401, 4.0 MILES SOUTHWEST OF THE INTERSECTION WITH US 401
 EZ2703'BYPASS NORTH AT WEST SIDE OF FAYETTEVILLE, IN A CURVE BETWEEN
 EZ2703'THIRD AND FOURTH REFLECTOR POSTS, AND 0.2 MILE EAST OF SR 1102,
 EZ2703'SR 1402 CROSSROADS, 19.7 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 EZ2703'27.7 FEET EAST OF REFLECTOR POST, 72.5 FEET WEST OF REFLECTOR POST,
 EZ2703'24.1 FEET NORTHWEST OF 4 INCH PINE WITH REFERENCE TAG AND 37.7 FEET
 EZ2703'NORTH OF 12 INCH PINE WITH REFERENCE TAG.
 EZ2703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2703
 EZ2703                          STATION RECOVERY (1986)
 EZ2703
 EZ2703'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ2703'RECOVERED IN GOOD CONDITION.
 EZ2703
 EZ2703                          STATION RECOVERY (1991)
 EZ2703
 EZ2703'RECOVERY NOTE BY US POWER SQUADRON 1991 (LS)
 EZ2703'RECOVERED IN GOOD CONDITION.
 EZ2703
 EZ2703                          STATION RECOVERY (2004)
 EZ2703
 EZ2703'RECOVERY NOTE BY GEOCACHING 2004 (MFK)
 EZ2703'MARK IS IN ROAD SHOULDER ON THE SOUTH EDGE OF US-401 ABOUT 2 FEET
 EZ2703'LOWER THAN THE ROAD, 6 IN. BELOW GROUND LEVEL, 23 FEET EAST OF A
 EZ2703'REFLECTOR POST, 24 FT. NORTHWEST OF 12 INCH PINE WITH REFERENCE TAG,
 EZ2703'37.7 FEET NORTH OF 18 INCH PINE WITH WITNESS TAG INSIDE THE FENCE
 EZ2703'SURROUNDING LAKE RIM PARK AND 8 FEET SOUTHEAST FROM THE CENTER OF A
 EZ2703'MANHOLE COVER ALSO ON THE ROAD SHOULDER. GPS READING (H/H) 35 01
 EZ2703'48.1(N)  079 02 42.9(W).
 EZ2703' 
 EZ2703
 EZ2703                          STATION RECOVERY (2006)
 EZ2703
 EZ2703'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2127 ***********************************************************************
 FZ2127  DESIGNATION -  BONES
 FZ2127  PID         -  FZ2127
 FZ2127  STATE/COUNTY-  NC/AVERY
 FZ2127  USGS QUAD   -  ELK PARK (1994)
 FZ2127
 FZ2127                         *CURRENT SURVEY CONTROL
 FZ2127  ___________________________________________________________________
 FZ2127* NAD 83(2001)-  36 08 18.78173(N)    081 56 39.86704(W)     ADJUSTED  
 FZ2127* NAVD 88     -      1059.7    (meters)    3477.     (feet)  VERTCON   
 FZ2127  ___________________________________________________________________
 FZ2127  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 FZ2127  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FZ2127  HORZ ORDER  -  SECOND
 FZ2127
 FZ2127.The horizontal coordinates were established by classical geodetic methods
 FZ2127.and adjusted by the National Geodetic Survey in August 2005.
 FZ2127
 FZ2127.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2127
 FZ2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2127
 FZ2127.The geoid height was determined by GEOID03.
 FZ2127
 FZ2127;                    North         East     Units Scale Factor Converg.
 FZ2127;SPC NC       -   268,903.827   344,628.631   MT  0.99999227   -1 41 57.9
 FZ2127;SPC NC       -   882,228.64  1,130,669.10   sFT  0.99999227   -1 41 57.9
 FZ2127;UTM  17      - 3,999,728.906   415,030.749   MT  0.99968896   -0 33 25.2
 FZ2127
 FZ2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2127!SPC NC       -   0.99983854  x   0.99999227  =   0.99983081
 FZ2127!UTM  17      -   0.99983854  x   0.99968896  =   0.99952755
 FZ2127
 FZ2127:                Primary Azimuth Mark                     Grid Az
 FZ2127:SPC NC       -  HEMLOCK                                  305 11 39.4
 FZ2127:UTM  17      -  HEMLOCK                                  304 03 06.7
 FZ2127
 FZ2127|---------------------------------------------------------------------|
 FZ2127| PID    Reference Object                     Distance      Geod. Az  |
 FZ2127|                                                           dddmmss.s |
 FZ2127| FZ2128 HEMLOCK                             APPROX. 0.7 KM 3032941.5 |
 FZ2127|---------------------------------------------------------------------|
 FZ2127
 FZ2127                          SUPERSEDED SURVEY CONTROL
 FZ2127
 FZ2127  NAD 83(1995)-  36 08 18.78045(N)    081 56 39.86321(W) AD(       ) 2
 FZ2127  NAD 83(1993)-  36 08 18.78755(N)    081 56 39.86743(W) AD(       ) 2
 FZ2127  NAD 83(1986)-  36 08 18.78830(N)    081 56 39.87106(W) AD(       ) 2
 FZ2127  NAD 27      -  36 08 18.33773(N)    081 56 40.45537(W) AD(       ) 2
 FZ2127  NGVD 29 (07/19/86) 1059.8    (m)         3477.     (f) VERT ANG    3  
 FZ2127
 FZ2127.Superseded values are not recommended for survey control.
 FZ2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2127.See file dsdata.txt to determine how the superseded data were derived.
 FZ2127
 FZ2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1503199729(NAD 83)
 FZ2127_MARKER: DE = TRAVERSE STATION DISK
 FZ2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2127+STABILITY: SURFACE MOTION
 FZ2127
 FZ2127  HISTORY     - Date     Condition        Report By
 FZ2127  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2127
 FZ2127                          STATION DESCRIPTION
 FZ2127
 FZ2127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2127'BONES IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED APPROXIMATELY
 FZ2127'2.5 MILES SOUTHEAST OF ELK PARK AND 3.5 MILES NORTH-NORTHWEST OF
 FZ2127'NEWLAND, NORTH CAROLINA.
 FZ2127'
 FZ2127'TO REACH STATION FROM THE T INTERSECTION OF NC 194 AND US 19E (SOUTH)
 FZ2127'SOUTHEAST OF ELK PARK, PROCEED SOUTHEAST ALONG NC 194 FOR 1.6 MILES TO
 FZ2127'GRAVEL DRIVE ON RIGHT LEADING TO HOUSE AND TRAILER AND STATION ON CUT
 FZ2127'ON EAST SIDE OF DRIVEWAY, 1.0 MILE NORTH-NORTHWEST OF T INTERSECTION
 FZ2127'WITH SR 1361 AT SMOKY GAP.
 FZ2127'
 FZ2127'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BONES 1975---, SET IN
 FZ2127'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FZ2127'SURFACE OF THE GROUND.  THE MARK IS 45.8 FEET SOUTH-SOUTHWEST OF THE
 FZ2127'CENTERLINE OF NC 194, 30.4 FEET SOUTH-SOUTHEAST OF EAST END OF CULVERT
 FZ2127'UNDER DRIVEWAY, 64.3 FEET SOUTHEAST OF EAST END OF GUARD RAIL ON SOUTH
 FZ2127'SIDE OF NC 194, AND 17.7 FEET WEST-NORTHWEST OF POWER POLE WITH
 FZ2127'ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1664 ***********************************************************************
 EA1664  DESIGNATION -  BONEY
 EA1664  PID         -  EA1664
 EA1664  STATE/COUNTY-  NC/CARTERET
 EA1664  USGS QUAD   -  MERRIMON (1983)
 EA1664
 EA1664                         *CURRENT SURVEY CONTROL
 EA1664  ___________________________________________________________________
 EA1664* NAD 83(2001)-  34 55 14.56885(N)    076 39 19.02599(W)     ADJUSTED  
 EA1664* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1664  ___________________________________________________________________
 EA1664  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EA1664  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1664  HORZ ORDER  -  SECOND
 EA1664
 EA1664.The horizontal coordinates were established by classical geodetic methods
 EA1664.and adjusted by the National Geodetic Survey in August 2005.
 EA1664
 EA1664.The orthometric height was scaled from a topographic map.
 EA1664
 EA1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1664
 EA1664.The geoid height was determined by GEOID03.
 EA1664
 EA1664;                    North         East     Units Scale Factor Converg.
 EA1664;SPC NC       -   132,397.476   823,808.560   MT  0.99988918   +1 21 11.9
 EA1664;SPC NC       -   434,374.05  2,702,778.58   sFT  0.99988918   +1 21 11.9
 EA1664;UTM  18      - 3,865,501.037   348,799.641   MT  0.99988177   -0 56 51.8
 EA1664
 EA1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1664!SPC NC       -   1.00000578  x   0.99988918  =   0.99989496
 EA1664!UTM  18      -   1.00000578  x   0.99988177  =   0.99988755
 EA1664
 EA1664|---------------------------------------------------------------------|
 EA1664| PID    Reference Object                     Distance      Geod. Az  |
 EA1664|                                                           dddmmss.s |
 EA1664| EA3233 BONEY RM                             13.945 METERS 11308     |
 EA1664| EA1663 BACK                                APPROX. 0.7 KM 2142436.9 |
 EA1664|---------------------------------------------------------------------|
 EA1664
 EA1664                          SUPERSEDED SURVEY CONTROL
 EA1664
 EA1664  NAD 83(1986)-  34 55 14.58214(N)    076 39 19.03552(W) AD(       ) 2
 EA1664  NAD 27      -  34 55 14.00700(N)    076 39 20.28100(W) AD(       ) 2
 EA1664
 EA1664.Superseded values are not recommended for survey control.
 EA1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1664.See file dsdata.txt to determine how the superseded data were derived.
 EA1664
 EA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4880065501(NAD 83)
 EA1664_MARKER: DS = TRIANGULATION STATION DISK
 EA1664_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA1664_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA1664
 EA1664  HISTORY     - Date     Condition        Report By
 EA1664  HISTORY     - 1935     MONUMENTED       CGS
 EA1664  HISTORY     - 1947     GOOD             CGS
 EA1664
 EA1664                          STATION DESCRIPTION
 EA1664
 EA1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EA1664'STATION IS ON THE EASTERN SIDE OF ADAMS CREEK.  STATION IS IN SANDY
 EA1664'SOIL, FAST LAND, ON THE SECOND PROMINENT POINT N OF BACK CREEK, S OF
 EA1664'REAR RANGE NO.2, APPROXIMATELY 1 MILE.  A GROVE OF PINES IS 12
 EA1664'METERS E OF STATION.  FROM THE STATION SHORE LINE IS 10 METERS S, 8
 EA1664'METERS W AND 30 METERS N.
 EA1664'
 EA1664'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE FILLED 8 BY 36
 EA1664'INCH TILE PROJECTING 6 INCHES ABOVE GROUND.
 EA1664'
 EA1664'REFERENCE MARK IS ON TREE LINE AND IS MARKED BY A STANDARD DISK SET
 EA1664'IN CONCRETE FILLED 8 BY 30 INCH TILE PROJECTING 6 INCHES ABOVE
 EA1664'GROUND.
 EA1664
 EA1664                          STATION RECOVERY (1947)
 EA1664
 EA1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1664'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  DESCRIPTION
 EA1664'ADEQUATE EXCEPT THE STATION IS IN CARTERET COUNTY INSTEAD OF CRAVEN
 EA1664'COUNTY.  THE DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2979 ***********************************************************************
 EA2979  DESIGNATION -  BONEY
 EA2979  PID         -  EA2979
 EA2979  STATE/COUNTY-  NC/DUPLIN
 EA2979  USGS QUAD   -  WALLACE EAST (1981)
 EA2979
 EA2979                         *CURRENT SURVEY CONTROL
 EA2979  ___________________________________________________________________
 EA2979* NAD 83(2001)-  34 44 19.83929(N)    077 58 39.78127(W)     ADJUSTED  
 EA2979* NAVD 88     -        17.7    (meters)      58.     (feet)  VERTCON   
 EA2979  ___________________________________________________________________
 EA2979  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 EA2979  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 EA2979  HORZ ORDER  -  SECOND
 EA2979
 EA2979.The horizontal coordinates were established by classical geodetic methods
 EA2979.and adjusted by the National Geodetic Survey in August 2005.
 EA2979
 EA2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2979
 EA2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2979
 EA2979.The geoid height was determined by GEOID03.
 EA2979
 EA2979;                    North         East     Units Scale Factor Converg.
 EA2979;SPC NC       -   110,175.508   703,209.237   MT  0.99991239   +0 35 24.1
 EA2979;SPC NC       -   361,467.48  2,307,112.31   sFT  0.99991239   +0 35 24.1
 EA2979;UTM  18      - 3,848,121.562   227,374.546   MT  1.00051618   -1 41 52.3
 EA2979;UTM  17      - 3,848,243.454   776,707.026   MT  1.00054382   +1 43 23.9
 EA2979
 EA2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2979!SPC NC       -   1.00000289  x   0.99991239  =   0.99991528
 EA2979!UTM  18      -   1.00000289  x   1.00051618  =   1.00051907
 EA2979!UTM  17      -   1.00000289  x   1.00054382  =   1.00054671
 EA2979
 EA2979:                Primary Azimuth Mark                     Grid Az
 EA2979:SPC NC       -  ELEMENT                                  176 41 15.3
 EA2979:UTM  18      -  ELEMENT                                  178 58 31.7
 EA2979:UTM  17      -  ELEMENT                                  175 33 15.5
 EA2979
 EA2979|---------------------------------------------------------------------|
 EA2979| PID    Reference Object                     Distance      Geod. Az  |
 EA2979|                                                           dddmmss.s |
 EA2979| EA2978 ELEMENT                             440.715 METERS 1771639.4 |
 EA2979|---------------------------------------------------------------------|
 EA2979
 EA2979                          SUPERSEDED SURVEY CONTROL
 EA2979
 EA2979  NAD 83(1986)-  34 44 19.84601(N)    077 58 39.78946(W) AD(       ) 2
 EA2979  NAD 27      -  34 44 19.24125(N)    077 58 40.84873(W) AD(       ) 2
 EA2979  NGVD 29 (07/19/86)   18.0    (m)           59.     (f) VERT ANG    3  
 EA2979
 EA2979.Superseded values are not recommended for survey control.
 EA2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2979.See file dsdata.txt to determine how the superseded data were derived.
 EA2979
 EA2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2737548122(NAD 83)
 EA2979_MARKER: DH = HORIZONTAL CONTROL DISK
 EA2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2979_STAMPING: BONEY 1976
 EA2979_MARK LOGO: NCGS  
 EA2979_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2979+STABILITY: SURFACE MOTION
 EA2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2979+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1991
 EA2979
 EA2979  HISTORY     - Date     Condition        Report By
 EA2979  HISTORY     - 1976     MONUMENTED       NCGS
 EA2979  HISTORY     - 19910604 SEE DESCRIPTION  NCGS
 EA2979
 EA2979                          STATION DESCRIPTION
 EA2979
 EA2979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA2979'THE STATION IS LOCATED IN TIN CITY AND 0.8 MILE EAST OF WALLACE.
 EA2979'
 EA2979'TO REACH STATION FROM THE INTERSECTION OF NC 11 WITH NC 41 IN TIN
 EA2979'CITY, PROCEED SOUTH ALONG NC 11 FOR 0.1 MILE TO STATION ON RIGHT IN
 EA2979'SHOULDER ON THE WEST SIDE OF T INTERSECTION WITH SR 1998 (E).
 EA2979'
 EA2979'STATION MARK IS A STANDARD DISK STAMPED---BONEY 1976---, SET IN THE
 EA2979'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EA2979'MARK IS 21.5 FEET WEST OF THE CENTERLINE OF NC 11, 21.8 FEET WEST-
 EA2979'SOUTHWEST OF THE CENTERLINE OF INTERSECTION OF NC 11 AND SR 1998, 53.5
 EA2979'FEET SOUTH OF TELEPHONE POLE WITH REFERENCE TAG, 49.6 FEET SOUTH OF
 EA2979'SOUTH END OF DRAINAGE AND SUPPORT CULVERT FOR POWER POLE, 75.0 FEET
 EA2979'SOUTHWEST OF POWER POLE NO. 702 WITH REFERENCE TAG AND 76.9 FEET
 EA2979'NORTHWEST OF SOUTH END OF SOUTHERNMOST TRAFFIC ISLAND.
 EA2979
 EA2979                          STATION RECOVERY (1991)
 EA2979
 EA2979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EA2979'MARK HAS BEEN HIT AND SHOULD BE CONSIDERED DESTROYED.  SEE BONEY RESET
 EA2979'1991 FOR NEW POSITION OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2516 ***********************************************************************
 DD2516  DESIGNATION -  BONHAM
 DD2516  PID         -  DD2516
 DD2516  STATE/COUNTY-  NC/BRUNSWICK
 DD2516  USGS QUAD   -  LOCKWOODS FOLLY (1990)
 DD2516
 DD2516                         *CURRENT SURVEY CONTROL
 DD2516  ___________________________________________________________________
 DD2516* NAD 83(2001)-  33 55 20.15999(N)    078 12 42.85244(W)     ADJUSTED  
 DD2516* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 DD2516  ___________________________________________________________________
 DD2516  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 DD2516  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 DD2516  HORZ ORDER  -  SECOND
 DD2516
 DD2516.The horizontal coordinates were established by classical geodetic methods
 DD2516.and adjusted by the National Geodetic Survey in August 2005.
 DD2516
 DD2516.The orthometric height was scaled from a topographic map.
 DD2516
 DD2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2516
 DD2516.The geoid height was determined by GEOID03.
 DD2516
 DD2516;                    North         East     Units Scale Factor Converg.
 DD2516;SPC NC       -    19,400.376   682,484.979   MT  1.00013915   +0 27 17.5
 DD2516;SPC NC       -    63,649.40  2,239,119.47   sFT  1.00013915   +0 27 17.5
 DD2516;UTM  17      - 3,757,038.519   757,747.629   MT  1.00041904   +1 33 24.5
 DD2516
 DD2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2516!SPC NC       -   1.00000546  x   1.00013915  =   1.00014461
 DD2516!UTM  17      -   1.00000546  x   1.00041904  =   1.00042450
 DD2516
 DD2516|---------------------------------------------------------------------|
 DD2516| PID    Reference Object                     Distance      Geod. Az  |
 DD2516|                                                           dddmmss.s |
 DD2516| DD4484 BONHAM RM 1                          35.485 METERS 01510     |
 DD2516| DD2521 INTRACOASTAL WATERWAY BCN 23        APPROX. 1.4 KM 1041354.9 |
 DD2516| DD2524 RIGHT OF WAY MONUMENT 25             70.382 METERS 15138     |
 DD2516| DD2520 INTRACOASTAL WATERWAY BCN 14         90.204 METERS 18010     |
 DD2516| DD2548 INTRACOASTAL WATERWAY BCN 32        APPROX. 5.4 KM 2630906.1 |
 DD2516| DD2546 INTRACOASTAL WATERWAY BCN 29        APPROX. 4.6 KM 2640416.9 |
 DD2516| DD2547 INTRACOASTAL WATERWAY BCN 30        APPROX. 3.8 KM 2641330.9 |
 DD2516| DD2545 HOLDEN                              APPROX. 4.5 KM 2712721.8 |
 DD2516| DD4485 BONHAM RM 2                          37.728 METERS 28726     |
 DD2516|---------------------------------------------------------------------|
 DD2516
 DD2516                          SUPERSEDED SURVEY CONTROL
 DD2516
 DD2516  NAD 83(1986)-  33 55 20.16970(N)    078 12 42.86120(W) AD(       ) 2
 DD2516  NAD 27      -  33 55 19.54400(N)    078 12 43.87400(W) AD(       ) 2
 DD2516
 DD2516.Superseded values are not recommended for survey control.
 DD2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2516.See file dsdata.txt to determine how the superseded data were derived.
 DD2516
 DD2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5774857039(NAD 83)
 DD2516_MARKER: DS = TRIANGULATION STATION DISK
 DD2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2516
 DD2516  HISTORY     - Date     Condition        Report By
 DD2516  HISTORY     - 1934     MONUMENTED       CGS
 DD2516  HISTORY     - 1942     GOOD             CGS
 DD2516  HISTORY     - 1962     GOOD             CGS
 DD2516  HISTORY     - 1964     GOOD             CGS
 DD2516  HISTORY     - 1968     GOOD             CGS
 DD2516  HISTORY     - 1970     GOOD             NGS
 DD2516  HISTORY     - 1976     GOOD             ALSTER
 DD2516  HISTORY     - 1978     GOOD             USE
 DD2516  HISTORY     - 20050702 POOR             USPSQD
 DD2516
 DD2516                          STATION DESCRIPTION
 DD2516
 DD2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 DD2516'AT HOWELL POINT ON EAST SIDE OF LOCKWOODS FOLLY RIVER AT ITS JUNCTION
 DD2516'WITH INTRACOASTAL WATERWAY, ABOUT 160 FEET SOUTHEAST OF SOUTHEAST
 DD2516'CORNER OF LONG NARROW BUILDING WITH SEVEN WINDOWS ON EAST SIDE AND
 DD2516'115 FEET NORTH OF HIGH WATER LINE OF WATERWAY AT A POINT 50 FEET WEST
 DD2516'OF INTRACOASTAL WATERWAY BEACON NO.14.  TO REACH FROM SUPPLY POST
 DD2516'OFFICE, GO EAST ON STATE HIGHWAY 130 FOR 5.25 MILES, TURN RIGHT ON
 DD2516'SAND ROAD ABOUT 0.25 MILE WEST OF FILLING STATION AND FOLLOW SOUTH
 DD2516'ABOUT 3.9 MILES, TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED
 DD2516'ROAD FOR 3 MILES TO HOWELL POINT.  SURFACE AND UNDERGROUND MARKS
 DD2516'ARE STANDARD DISKS IN CONCRETE.  REFERENCE MARKS
 DD2516'ARE STANDARD DISKS IN CONCRETE.  REFERENCE MARK NO.1
 DD2516'IS 230 FEET NORTH OF HIGH WATER LINE, 145 FEET EAST OF EAST SIDE
 DD2516'OF BUILDING, 120 FEET SOUTH OF COW PEN, AND 116.42 FEET FROM STATION
 DD2516'N 15 DEG 10 MIN E.  REFERENCE MARK NO.2 IS 90 FEET NORTH
 DD2516'OF HIGH WATER LINE, 70 FEET SOUTH SOUTHEAST OF SOUTHEAST CORNER OF
 DD2516'BUILDING, AND 123.78 FEET FROM STATION N 72 DEG 34 MIN W.
 DD2516'DISTANCE BETWEEN REFERENCE MARKS IS 166.52 FEET.  RIGHT OF WAY
 DD2516'MONUMENT 25 (U.S.E.) IS 230.91 FEET FROM STATION S 28 DEG 22 MIN E.
 DD2516'
 DD2516'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DD2516
 DD2516                          STATION RECOVERY (1942)
 DD2516
 DD2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2516'THIS STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING--
 DD2516'
 DD2516'THE STATION IS 6.4 MILES FROM THE T JUNCTION WITH STATE HIGHWAY
 DD2516'130 INSTEAD OF 6.9 MILES.
 DD2516'
 DD2516'INTRACOASTAL WATERWAY BEACON NO.14 HAS BEEN CHANGED TO LIGHT
 DD2516'NO.34 (FL. R).
 DD2516
 DD2516                          STATION RECOVERY (1962)
 DD2516
 DD2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DD2516'THIS STATION RECOVERED IN GOOD CONDITION AND AS DESCRIBED FROM THE
 DD2516'LONG BUILDING WITH THE SEVEN WINDOWS ON THE SOUTHEAST SIDE.  THE
 DD2516'STATION MARK IS 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 DD2516'CONCRETE BLOCK PATIO BUILT TO THE EAST OF A TRAILER HOUSE.  R.M.
 DD2516'NO.1 IS IN THE NORTHWEST CORNER OF A STEET INTERSECTION AND IS
 DD2516'LEANING.  R.M. NO.2 IS IN GOOD CONDITION AND AS DESCRIBED FROM THE
 DD2516'BUILDING AND STATION. THERE IS A TRAILER HOUSE ON LINE BETWEEN THE
 DD2516'STATION AND RM NO.2.
 DD2516'
 DD2516'TO REACH FROM THE SUPPLY POST OFFICE, GO EAST ON STATE HIGHWAY 211
 DD2516'(FORMERLY STATE HIGHWAY 130) FOR 5.25 MILES TO A T ROAD RIGHT AT
 DD2516'SIGN HOWELLS POINT, TURN RIGHT AND FOLLOW MAIN SURFACED ROAD FOR
 DD2516'ABOUT 6.4 MILES TO STATION ON LEFT, JUST BEFORE REACHING THE END OF
 DD2516'THE ROAD AT HOWELLS POINT AND GORES LANDING.
 DD2516
 DD2516                          STATION RECOVERY (1964)
 DD2516
 DD2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2516'THE STATION AND R.M. NO.2 WERE RECOVERED IN GOOD CONDITION.  R.M.
 DD2516'NO.1 WAS FOUND TILTED AT A 45 DEGREE ANGLE.
 DD2516
 DD2516                          STATION RECOVERY (1968)
 DD2516
 DD2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 DD2516'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  STATION MARK
 DD2516'PROJECTS 4 INCHES, IS 83 FEET SOUTHEAST INTERSECTION OF SR 1112 AND
 DD2516'1113, 79 FEET SOUTH OF THE CENTER OF 1112, 14.3 FEET NORTHWEST OF
 DD2516'THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING AND NEAR THE
 DD2516'PROPERTY LINE BETWEEN LOTS.
 DD2516'
 DD2516'RM 1 PROJECTS 12 INCHES, 150 FEET EAST OF TALL FIREPLACE CHIMNEY, 42
 DD2516'FEET NORTH OF INTERSECTION OF SR 1112 AND 1113, 37 FEET NORTHEAST OF
 DD2516'CENTER OF 1112, 17 FEET NORTHWEST CENTER OF 1113, AND 2 FEET SOUTH
 DD2516'OF A STOP SIGN.
 DD2516'
 DD2516'RM 2 PROJECTS 1 INCH, 77 FEET SOUTH OF TALL FIREPLACE CHIMNEY, 61
 DD2516'FEET SOUTH OF THE CENTER OF SR 1112, 19 FEET WEST OF A CEDAR POST AND
 DD2516'RAIL FENCE AND IN A PICNIC AREA.
 DD2516'
 DD2516'TO REACH FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE HIGHWAY 211
 DD2516'IN SUPPLY, GO SOUTHEAST ON 211 FOR 5.5 MILES TO PAVED ROAD RIGHT,
 DD2516'TURN RIGHT AND FOLLOW SR 1112 SOUTHWARD FOR 5.9 MILES TO THE JUNCTION
 DD2516'OF 1112 AND 1113 AT THE INTRACOASTAL WATERWAY IN THE SETTLEMENT OF
 DD2516'SUNSET HARBOR AND THE STATION ON THE LEFT.
 DD2516'
 DD2516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 7.3 MILES SOUTHEAST
 DD2516'OF SUPPLY.
 DD2516
 DD2516                          STATION RECOVERY (1970)
 DD2516
 DD2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 DD2516'STATION MARK, R.M. NO.1 AND R.M. NO.2 WERE RECOVERED IN GOOD
 DD2516'CONDITION .  A NEW TO REACH FOLLOWS--TO REACH FROM U.S. POST OFFICE
 DD2516'AT SUPPLY, N.C., LOCATED AT INTERSECTION OF U.S. HIGHWAY 17 AND
 DD2516'STATE HIGHWAY 211, GO SOUTHEASTERLY ALONG STATE HIGHWAY 211 FOR
 DD2516'5.6 MILES TO COUNTY ROUTE 1112 AND SIGN SUNSET HARBOR, TURN RIGHT
 DD2516'ONTO ROUTE 1112 AND GO SOUTHERLY FOR 6.0 MILES, FOLLOWING PAVED
 DD2516'HIGHWAY, TO STATION ON THE LEFT AS DESCRIBED--
 DD2516'
 DD2516'STATION IS 79.0 FEET SOUTH OF CENTERLINE OF COUNTY ROUTE 1112
 DD2516'(LOCKWOOD FOLLY DRIVE) AND 4.0 FEET EAST OF A WHITE, WOODEN FENCE.
 DD2516'THE MARK PROJECTS 3 INCHES AND IS STAMPED BONHAM, 1934.
 DD2516'
 DD2516'R.M. NO.1 IS 16.0 FEET WEST OF CENTERLINE OF COUNTY ROUTE 1113
 DD2516'(HICKORY VIEW DRIVE) AND 38.0 FEET NORTH OF CENTERLINE OF COUNTY
 DD2516'ROUTE 1112 (LOCKWOOD FOLLY DRIVE.
 DD2516'
 DD2516'R.M. NO.2 IS 90 FEET NORTH OF HIGH WATER LINE AND 123.78 FEET FROM
 DD2516'STATION.
 DD2516
 DD2516                          STATION RECOVERY (1976)
 DD2516
 DD2516'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 DD2516'BONHAM 1934 OK
 DD2516'
 DD2516'RM 1 TILTED
 DD2516'
 DD2516'RM 2 GOOD
 DD2516
 DD2516                          STATION RECOVERY (1978)
 DD2516
 DD2516'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 DD2516'BONHAM 1934 STATION AND RM 2 GOOD CONDITION, RM 1 HAS BEEN DISTURBED.
 DD2516'STATION LOCATED ON PROPERTY OF MR. SPRITZER, DESCRIPTION ADEQUATE.
 DD2516
 DD2516                          STATION RECOVERY (2005)
 DD2516
 DD2516'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 DD2516'ROAD NAMES AND DIRECTIONS ALONG WITH WAAS ENABLED GPS LED TO CLOSE
 DD2516'PROXIMITY OF MARKER'S INDICATED POSITION. HOWEVER, PROPERTY
 DD2516'SURROUNDING MR. SPRIRZER'S PRIVATE DWELLING IS ENCLOSED BY METAL CHAIN
 DD2516'LINK FENCE WITH A LOCKED GATE, AND ACCESS IS DENIED. NO INDICATION OF
 DD2516'DISTURBED LANDSCAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2836 ***********************************************************************
 EZ2836  DESIGNATION -  BONLEE
 EZ2836  PID         -  EZ2836
 EZ2836  STATE/COUNTY-  NC/CHATHAM
 EZ2836  USGS QUAD   -  SILER CITY (1988)
 EZ2836
 EZ2836                         *CURRENT SURVEY CONTROL
 EZ2836  ___________________________________________________________________
 EZ2836* NAD 83(2001)-  35 39 11.33677(N)    079 23 34.56914(W)     ADJUSTED  
 EZ2836* NAVD 88     -       163.287  (meters)     535.72   (feet)  ADJUSTED  
 EZ2836  ___________________________________________________________________
 EZ2836  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EZ2836  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 EZ2836  DYNAMIC HT  -         163.150 (meters)     535.27  (feet)  COMP
 EZ2836  MODELED GRAV-     979,786.4   (mgal)                       NAVD 88
 EZ2836
 EZ2836  HORZ ORDER  -  SECOND
 EZ2836  VERT ORDER  -  SECOND    CLASS II
 EZ2836
 EZ2836.The horizontal coordinates were established by classical geodetic methods
 EZ2836.and adjusted by the National Geodetic Survey in August 2005.
 EZ2836
 EZ2836.The orthometric height was determined by differential leveling
 EZ2836.and adjusted in June 1991.
 EZ2836
 EZ2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2836
 EZ2836.The geoid height was determined by GEOID03.
 EZ2836
 EZ2836.The dynamic height is computed by dividing the NAVD 88
 EZ2836.geopotential number by the normal gravity value computed on the
 EZ2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2836.degrees latitude (g = 980.6199 gals.).
 EZ2836
 EZ2836.The modeled gravity was interpolated from observed gravity values.
 EZ2836
 EZ2836;                    North         East     Units Scale Factor Converg.
 EZ2836;SPC NC       -   211,188.926   574,021.941   MT  0.99989706   -0 13 36.4
 EZ2836;SPC NC       -   692,875.67  1,883,270.32   sFT  0.99989706   -0 13 36.4
 EZ2836;UTM  17      - 3,946,668.119   645,478.623   MT  0.99986080   +0 56 12.8
 EZ2836
 EZ2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2836!SPC NC       -   0.99997918  x   0.99989706  =   0.99987624
 EZ2836!UTM  17      -   0.99997918  x   0.99986080  =   0.99983998
 EZ2836
 EZ2836                          SUPERSEDED SURVEY CONTROL
 EZ2836
 EZ2836  NAD 83(1986)-  35 39 11.33815(N)    079 23 34.57694(W) AD(       ) 2
 EZ2836  NGVD 29 (05/07/91)  163.514  (m)          536.46   (f) ADJUSTED    2 2
 EZ2836
 EZ2836.Superseded values are not recommended for survey control.
 EZ2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2836.See file dsdata.txt to determine how the superseded data were derived.
 EZ2836
 EZ2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4547946668(NAD 83)
 EZ2836_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2836_SP_SET: CONCRETE POST
 EZ2836_STAMPING: BONLEE 1982
 EZ2836_MARK LOGO: NCGS  
 EZ2836_PROJECTION: RECESSED 15 CENTIMETERS
 EZ2836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2836+STABILITY: SURFACE MOTION
 EZ2836
 EZ2836  HISTORY     - Date     Condition        Report By
 EZ2836  HISTORY     - 1982     MONUMENTED       NCGS
 EZ2836  HISTORY     - 1982     GOOD             NCGS
 EZ2836  HISTORY     - 19990708 SEE DESCRIPTION  NCGS
 EZ2836
 EZ2836                          STATION DESCRIPTION
 EZ2836
 EZ2836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ2836'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST-NORTHEAST OF
 EZ2836'BONLEE AND 5.5 MILES NORTHWEST OF GOLDSTON, ALONG US 421, IN
 EZ2836'SOUTH QUADRANT OF THE SR 2120 CROSSROAD NORTHEAST OF BONLEE.
 EZ2836'
 EZ2836'STATION MARK IS A STANDARD DISK STAMPED---BONLEE 1982---SET IN
 EZ2836'TOP OF A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE.
 EZ2836'MARK IS 43.0 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 74.5
 EZ2836'FEET SOUTH-SOUTHEAST OF EAST END OF TRAFFIC ISLAND IN SR 2120,
 EZ2836'77.6 FEET EAST OF WEST END OF TRAFFIC ISLAND, 31.2 FEET SOUTHEAST
 EZ2836'OF STOP SIGN POST WITH REFERENCE TAG AND 68.0 FEET NORTHWEST OF
 EZ2836'HIGHWAY SIGN POST.
 EZ2836
 EZ2836                          STATION RECOVERY (1982)
 EZ2836
 EZ2836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ2836'1.3 MI ENE FROM BONLEE.
 EZ2836'ALONG U.S. 421, IN SOUTH QUADRANT OF THE SR 2120 CROSSROAD NORTHEAST
 EZ2836'OF BONLEE, 43.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 74.5 FEET
 EZ2836'SOUTH-SOUTHEAST OF EAST END OF TRAFFIC ISLAND IN SR 2120, 77.6 FEET
 EZ2836'EAST OF WEST END OF TRAFFIC ISLAND, 31.2 FEET SOUTHEAST OF --STOP
 EZ2836'SIGN-- POST AND 68.0 FEET NORTHWEST OF HIGHWAY SIGN POST.
 EZ2836
 EZ2836                          STATION RECOVERY (1999)
 EZ2836
 EZ2836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EZ2836'MARK WAS FOUND DESTROYED. CONCRETE MONUMENT REMAINS WITH DISK MISSING.
 EZ2836'A PK NAIL HAD BEEN DRIVEN INTO STEM HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3570 ***********************************************************************
 EY3570  DESIGNATION -  BONNER
 EY3570  PID         -  EY3570
 EY3570  STATE/COUNTY-  NC/PAMLICO
 EY3570  USGS QUAD   -  JONES BAY (1993)
 EY3570
 EY3570                         *CURRENT SURVEY CONTROL
 EY3570  ___________________________________________________________________
 EY3570* NAD 83(2001)-  35 10 06.14788(N)    076 35 15.50643(W)     ADJUSTED  
 EY3570* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3570  ___________________________________________________________________
 EY3570  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EY3570  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EY3570  HORZ ORDER  -  THIRD
 EY3570
 EY3570.The horizontal coordinates were established by classical geodetic methods
 EY3570.and adjusted by the National Geodetic Survey in August 2005.
 EY3570
 EY3570.The orthometric height was scaled from a topographic map.
 EY3570
 EY3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3570
 EY3570.The geoid height was determined by GEOID03.
 EY3570
 EY3570;                    North         East     Units Scale Factor Converg.
 EY3570;SPC NC       -   160,009.971   829,319.635   MT  0.99987365   +1 23 32.4
 EY3570;SPC NC       -   524,966.05  2,720,859.50   sFT  0.99987365   +1 23 32.4
 EY3570;UTM  18      - 3,892,869.372   355,416.274   MT  0.99985763   -0 54 52.6
 EY3570
 EY3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3570!SPC NC       -   1.00000576  x   0.99987365  =   0.99987941
 EY3570!UTM  18      -   1.00000576  x   0.99985763  =   0.99986339
 EY3570
 EY3570:                Primary Azimuth Mark                     Grid Az
 EY3570:SPC NC       -  BEACON 40A                               001 40 36.0
 EY3570:UTM  18      -  BEACON 40A                               003 59 01.0
 EY3570
 EY3570|---------------------------------------------------------------------|
 EY3570| PID    Reference Object                     Distance      Geod. Az  |
 EY3570|                                                           dddmmss.s |
 EY3570| EY3569 BEACON 40A                          APPROX. 3.8 KM 0030408.4 |
 EY3570| EY3565 BAY RIVER BEACON 41                 APPROX. 3.0 KM 0135603.5 |
 EY3570| EY4808 BONNER RM 1                          27.000 METERS 05836     |
 EY3570| EY4809 BONNER RM 2                          28.300 METERS 11932     |
 EY3570| EY3587 SHAG                                APPROX. 2.6 KM 2995240.2 |
 EY3570|---------------------------------------------------------------------|
 EY3570
 EY3570                          SUPERSEDED SURVEY CONTROL
 EY3570
 EY3570  NAD 83(1986)-  35 10 06.16138(N)    076 35 15.51899(W) AD(       ) 3
 EY3570  NAD 27      -  35 10 05.56000(N)    076 35 16.76000(W) AD(       ) 3
 EY3570
 EY3570.Superseded values are not recommended for survey control.
 EY3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3570.See file dsdata.txt to determine how the superseded data were derived.
 EY3570
 EY3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5541692869(NAD 83)
 EY3570_MARKER: DS = TRIANGULATION STATION DISK
 EY3570_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3570_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3570
 EY3570  HISTORY     - Date     Condition        Report By
 EY3570  HISTORY     - 1935     MONUMENTED       CGS
 EY3570  HISTORY     - 1962     GOOD             CGS
 EY3570
 EY3570                          STATION DESCRIPTION
 EY3570
 EY3570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3570'STATION IS LOCATED ON THE S SIDE OF BAY RIVER AT THE NE CORNER OF
 EY3570'BONNER BAY, 63 FEET E OF HIGH-WATER LINE.  IT IS ON A POINT OF
 EY3570'MARSHLAND ABOUT 100 METERS W OF THE TREE LINE.
 EY3570'
 EY3570'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY3570'IN TOP OF TILE AS DESCRIBED.
 EY3570'
 EY3570'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 METERS.
 EY3570
 EY3570                          STATION RECOVERY (1962)
 EY3570
 EY3570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EY3570'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 EY3570'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND THE RECOVERY
 EY3570'NOTE ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3799 ***********************************************************************
 EY3799  DESIGNATION -  BONNER
 EY3799  PID         -  EY3799
 EY3799  STATE/COUNTY-  NC/BEAUFORT
 EY3799  USGS QUAD   -  AURORA (1993)
 EY3799
 EY3799                         *CURRENT SURVEY CONTROL
 EY3799  ___________________________________________________________________
 EY3799* NAD 83(2001)-  35 21 34.87112(N)    076 51 45.42220(W)     ADJUSTED  
 EY3799* NAVD 88     -         3.678  (meters)      12.07   (feet)  ADJUSTED  
 EY3799  ___________________________________________________________________
 EY3799  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 EY3799  GEOID HEIGHT-         -37.10  (meters)                     GEOID03
 EY3799  DYNAMIC HT  -           3.674 (meters)      12.05  (feet)  COMP
 EY3799  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 EY3799
 EY3799  HORZ ORDER  -  SECOND
 EY3799  VERT ORDER  -  SECOND    CLASS II
 EY3799
 EY3799.The horizontal coordinates were established by classical geodetic methods
 EY3799.and adjusted by the National Geodetic Survey in August 2005.
 EY3799
 EY3799.The orthometric height was determined by differential leveling
 EY3799.and adjusted in June 1998.
 EY3799
 EY3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3799
 EY3799.The geoid height was determined by GEOID03.
 EY3799
 EY3799.The dynamic height is computed by dividing the NAVD 88
 EY3799.geopotential number by the normal gravity value computed on the
 EY3799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY3799.degrees latitude (g = 980.6199 gals.).
 EY3799
 EY3799.The modeled gravity was interpolated from observed gravity values.
 EY3799
 EY3799;                    North         East     Units Scale Factor Converg.
 EY3799;SPC NC       -   180,653.614   803,821.897   MT  0.99987436   +1 14 01.1
 EY3799;SPC NC       -   592,694.40  2,637,205.67   sFT  0.99987436   +1 14 01.1
 EY3799;UTM  18      - 3,914,524.304   330,770.276   MT  0.99995294   -1 04 41.4
 EY3799
 EY3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3799!SPC NC       -   1.00000525  x   0.99987436  =   0.99987961
 EY3799!UTM  18      -   1.00000525  x   0.99995294  =   0.99995819
 EY3799
 EY3799:                Primary Azimuth Mark                     Grid Az
 EY3799:SPC NC       -  CORE ECC RESET                           011 28 19.1
 EY3799:UTM  18      -  CORE ECC RESET                           013 47 01.6
 EY3799
 EY3799|---------------------------------------------------------------------|
 EY3799| PID    Reference Object                     Distance      Geod. Az  |
 EY3799|                                                           dddmmss.s |
 EY3799| EY3765 CORE ECC RESET                      APPROX. 7.3 KM 0124220.2 |
 EY3799|---------------------------------------------------------------------|
 EY3799
 EY3799                          SUPERSEDED SURVEY CONTROL
 EY3799
 EY3799  NAD 83(1986)-  35 21 34.88155(N)    076 51 45.43205(W) AD(       ) 2
 EY3799  NAD 27      -  35 21 34.29100(N)    076 51 46.65100(W) AD(       ) 2
 EY3799
 EY3799.Superseded values are not recommended for survey control.
 EY3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3799.See file dsdata.txt to determine how the superseded data were derived.
 EY3799
 EY3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3077014524(NAD 83)
 EY3799_MARKER: DS = TRIANGULATION STATION DISK
 EY3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3799_STAMPING: BONNER 1935
 EY3799_MARK LOGO: CGS   
 EY3799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3799+STABILITY: SURFACE MOTION
 EY3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY3799+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1990
 EY3799
 EY3799  HISTORY     - Date     Condition        Report By
 EY3799  HISTORY     - 1935     MONUMENTED       CGS
 EY3799  HISTORY     - 1948     GOOD             CGS
 EY3799  HISTORY     - 19870101 GOOD             NCGS
 EY3799  HISTORY     - 19900715 GOOD             NCGS
 EY3799
 EY3799                          STATION DESCRIPTION
 EY3799
 EY3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3799'ON THE EAST SIDE OF DURHAM CREEK AT THE POINT WHERE THE ROAD FROM
 EY3799'EDWARDS TO BONNERTON CROSSES THE CREEK.  IN THE BARNLOT OF MRS. ELLA
 EY3799'BONNERS FARM.
 EY3799'
 EY3799'THE STATION MARK, PROJECTING ABOUT 5 INCHES, IS 37 METERS NORTH OF
 EY3799'THE CENTER LINE OF THE ROAD.  17 METERS NORTHWEST OF THE NORTHWEST
 EY3799'CORNER OF THE OLD MILL HOUSE, 15.2 METERS NORTHEAST OF THE NORTHEAST
 EY3799'CORNER OF THE BARN, 173.6 METERS EAST OF THE EAST END OF THE BRIDGE
 EY3799'OVER THE CREEK, AND APPROXIMATELY 60 YARDS WEST OF THE FARMHOUSE.
 EY3799'STATION IS 0.3 MILE WEST OF T JUNCTION OF MAIN ROADS IN BONNERTON.
 EY3799'
 EY3799'A 103 FOOT LIGHT STAND WAS BUILT OVER THE STATION.
 EY3799
 EY3799                          STATION RECOVERY (1948)
 EY3799
 EY3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3799'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 EY3799'ADEQUATE.
 EY3799
 EY3799                          STATION RECOVERY (1987)
 EY3799
 EY3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (TLB)
 EY3799'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF EDWARDS. PROCEED
 EY3799'ALONG SR 1932 FOR 4.05 KM (2.50 MI) NORTH FROM NC 33, 0.1 KM (0.05 MI)
 EY3799'SOUTHEAST OF THE EDWARDS POST OFFICE, TO SR 1955, THENCE EAST ALONG SR
 EY3799'1955 FOR 0.55 KM (0.35 MI) TO STATION, OR 0.5 KM (0.30 MI) NORTHWEST
 EY3799'OF THE SR 1936 INTERSECTION IN BONNERTON, IN THE NORTHWEST CORNER OF
 EY3799'THE BARNLOT OF MRS BONNERS BARN. MARK IS FLUSH WITH GROUND.  LOCATED
 EY3799'34.1 M (111.9 FT) NORTH OF THE CENTERLINE OF SR 1955, 1.8 M (5.9 FT)
 EY3799'WEST OF THE WEST SIDE OF THE BARN, 9.9 M (32.5 FT) NORTH OF THE
 EY3799'SOUTHWEST CORNER OF THE BARN, 34.1 M (111.9 FT) SOUTHWEST OF THE
 EY3799'NORTHWEST CORNER OF THE BARN, AND 8.6 M (28.2 FT) SOUTH OF A POWER
 EY3799'POLE WITH A REFERENCE TAG.
 EY3799
 EY3799                          STATION RECOVERY (1990)
 EY3799
 EY3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY3799'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5749 ***********************************************************************
 EY5749  DESIGNATION -  BONNER
 EY5749  PID         -  EY5749
 EY5749  STATE/COUNTY-  NC/BEAUFORT
 EY5749  USGS QUAD   -  WASHINGTON (1983)
 EY5749
 EY5749                         *CURRENT SURVEY CONTROL
 EY5749  ___________________________________________________________________
 EY5749* NAD 83(2001)-  35 36 42.44125(N)    077 03 49.69908(W)     ADJUSTED  
 EY5749* NAVD 88     -        13.48   (+/-2cm)      44.2    (feet)  VERTCON   
 EY5749  ___________________________________________________________________
 EY5749  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EY5749  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 EY5749  HORZ ORDER  -  SECOND
 EY5749  VERT ORDER  -  THIRD ? (See Below)
 EY5749
 EY5749.The horizontal coordinates were established by classical geodetic methods
 EY5749.and adjusted by the National Geodetic Survey in August 2005.
 EY5749
 EY5749.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5749.The vertical order pertains to the NGVD 29 superseded value.
 EY5749
 EY5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5749
 EY5749.The geoid height was determined by GEOID03.
 EY5749
 EY5749;                    North         East     Units Scale Factor Converg.
 EY5749;SPC NC       -   208,240.568   784,997.240   MT  0.99989227   +1 07 03.1
 EY5749;SPC NC       -   683,202.60  2,575,445.11   sFT  0.99989227   +1 07 03.1
 EY5749;UTM  18      - 3,942,852.412   313,073.663   MT  1.00003060   -1 12 07.5
 EY5749
 EY5749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5749!SPC NC       -   1.00000361  x   0.99989227  =   0.99989588
 EY5749!UTM  18      -   1.00000361  x   1.00003060  =   1.00003421
 EY5749
 EY5749                          SUPERSEDED SURVEY CONTROL
 EY5749
 EY5749  NAD 83(1986)-  35 36 42.45087(N)    077 03 49.71028(W) AD(       ) 2
 EY5749  NGVD 29 (01/18/91)   13.82   (m)           45.3    (f) LEVELING    3  
 EY5749
 EY5749.Superseded values are not recommended for survey control.
 EY5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5749.See file dsdata.txt to determine how the superseded data were derived.
 EY5749
 EY5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1307442852(NAD 83)
 EY5749_MARKER: DE = TRAVERSE STATION DISK
 EY5749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5749_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5749+STABILITY: SURFACE MOTION
 EY5749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5749+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2006
 EY5749
 EY5749  HISTORY     - Date     Condition        Report By
 EY5749  HISTORY     - 1980     MONUMENTED       NCGS
 EY5749  HISTORY     - 19890729 GOOD             USPSQD
 EY5749  HISTORY     - 20061229 GOOD             USPSQD
 EY5749
 EY5749                          STATION DESCRIPTION
 EY5749
 EY5749'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY5749'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTH OF WASHINGTON AND
 EY5749'1.5 MILES SOUTH OF MINEOLA.
 EY5749'
 EY5749'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 171 AT
 EY5749'MINEOLA, NORTH OF WASHINGTON, PROCEED SOUTH ALONG US 17 FOR 1.55 MILES
 EY5749'TO STATION ON THE RIGHT AT THE NORTH SIDE OF A FARM ROAD AND 0.2 MILE
 EY5749'NORTH OF SR 1413.
 EY5749'
 EY5749'STATION MARK IS A STANDARD DISK STAMPED---BONNER 1980---SET IN THE
 EY5749'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND
 EY5749'SURFACE.  THE MARK IS 40.7 FEET WEST-NORTHWEST OF THE CENTERLINE OF US
 EY5749'17, 18.7 FEET NORTH OF THE CENTERLINE OF FARM ROAD, 13.6 FEET
 EY5749'NORTHWEST OF NORTH END OF CULVERT, 43.4 FEET NORTHEAST OF 15 INCH PINE
 EY5749'AND 69.5 FEET EAST OF POWER POLE BOTH WITH REFERENCE TAGS.
 EY5749
 EY5749                          STATION RECOVERY (1989)
 EY5749
 EY5749'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY5749'RECOVERED IN GOOD CONDITION.
 EY5749
 EY5749                          STATION RECOVERY (2006)
 EY5749
 EY5749'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY5749'ALTHOUGH THIS MARK IS STILL IN GOOD SHAPE IT IS IN THE CORNER OF A
 EY5749'TILLED FIELD AND IS EXPOSED TO THE TILLING EQUIPMENT SUCH THAT THE
 EY5749'CONCRETE BASE IS SHOWING SIGNS OF BEING HIT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2081 ***********************************************************************
 EB2081  DESIGNATION -  BONNETTVILLE
 EB2081  PID         -  EB2081
 EB2081  STATE/COUNTY-  NC/SAMPSON
 EB2081  USGS QUAD   -  BONNETSVILLE (1986)
 EB2081
 EB2081                         *CURRENT SURVEY CONTROL
 EB2081  ___________________________________________________________________
 EB2081* NAD 83(2001)-  34 59 25.28214(N)    078 23 39.23405(W)     ADJUSTED  
 EB2081* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 EB2081  ___________________________________________________________________
 EB2081  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EB2081  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EB2081  HORZ ORDER  -  SECOND
 EB2081
 EB2081.The horizontal coordinates were established by classical geodetic methods
 EB2081.and adjusted by the National Geodetic Survey in August 2005.
 EB2081
 EB2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2081
 EB2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2081
 EB2081.The geoid height was determined by GEOID03.
 EB2081
 EB2081;                    North         East     Units Scale Factor Converg.
 EB2081;SPC NC       -   137,761.593   664,900.371   MT  0.99988294   +0 20 58.7
 EB2081;SPC NC       -   451,972.83  2,181,427.30   sFT  0.99988294   +0 20 58.7
 EB2081;UTM  17      - 3,875,076.202   737,836.864   MT  1.00029721   +1 29 41.8
 EB2081
 EB2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2081!SPC NC       -   0.99999747  x   0.99988294  =   0.99988041
 EB2081!UTM  17      -   0.99999747  x   1.00029721  =   1.00029468
 EB2081
 EB2081:                Primary Azimuth Mark                     Grid Az
 EB2081:SPC NC       -  START                                    069 08 08.2
 EB2081:UTM  17      -  START                                    067 59 25.1
 EB2081
 EB2081|---------------------------------------------------------------------|
 EB2081| PID    Reference Object                     Distance      Geod. Az  |
 EB2081|                                                           dddmmss.s |
 EB2081| EB2082 START                               APPROX. 0.8 KM 0692906.9 |
 EB2081|---------------------------------------------------------------------|
 EB2081
 EB2081                          SUPERSEDED SURVEY CONTROL
 EB2081
 EB2081  NAD 83(1986)-  34 59 25.29388(N)    078 23 39.24799(W) AD(       ) 2
 EB2081  NAD 27      -  34 59 24.68775(N)    078 23 40.24452(W) AD(       ) 2
 EB2081  NGVD 29 (07/19/86)   50.9    (m)          167.     (f) VERT ANG    3  
 EB2081
 EB2081.Superseded values are not recommended for survey control.
 EB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2081.See file dsdata.txt to determine how the superseded data were derived.
 EB2081
 EB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3783775076(NAD 83)
 EB2081_MARKER: DE = TRAVERSE STATION DISK
 EB2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2081_STAMPING: BONNETTVILLE 1973
 EB2081_MARK LOGO: NCGS  
 EB2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2081+STABILITY: SURFACE MOTION
 EB2081
 EB2081  HISTORY     - Date     Condition        Report By
 EB2081  HISTORY     - 1973     MONUMENTED       NCGS
 EB2081
 EB2081                          STATION DESCRIPTION
 EB2081
 EB2081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2081'BONNETTVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2081'IN THE VICINITY OF CLINTON, NORTH CAROLINA.
 EB2081'
 EB2081'BONNETTVILLE IS LOCATED APPROXIMATELY 4.1 MILES WSW OF CLINTON, AND
 EB2081'7.0 MILES ENE OF ROSEBORO.  TO REACH STATION FROM NC 24 UNDERPASS OF
 EB2081'US 421 IN CLINTON, PROCEED WEST ALONG NC 24 FOR 3.45 MILES TO
 EB2081'COMMUNITY KNOWN AS BONNETTVILLE, AND STATION ON RIGHT BY PP, JUST
 EB2081'WEST OF STAGGERED INTERSECTION WITH SR 1233 (SOUTH) AND SR 1309
 EB2081'(NORTH).
 EB2081'
 EB2081'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2081'BONNETTVILLE 1973, SET IN THE TOP OF A CONCRETE CYLINDER THE TOP OF
 EB2081'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2081'
 EB2081'MARK IS
 EB2081'
 EB2081'33.9 FEET N OF C/L OF NC 24.
 EB2081'69.5 FEET NW OF INTERSECTION OF NC 24 WITH SR 1233.
 EB2081'101.8 FEET W OF C/L OF SR 1309.
 EB2081'3.7 FEET N OF PP NO. 6210 W/ALUMINUM REF. TAG.
 EB2081'61.0 FEET E OF THE CENTER OF NE END OF ROYSTER CHEMICAL DRUM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0844 ***********************************************************************
 EA0844  DESIGNATION -  BONNIE
 EA0844  PID         -  EA0844
 EA0844  STATE/COUNTY-  NC/NEW HANOVER
 EA0844  USGS QUAD   -  SCOTTS HILL (1970)
 EA0844
 EA0844                         *CURRENT SURVEY CONTROL
 EA0844  ___________________________________________________________________
 EA0844* NAD 83(2001)-  34 17 21.96207(N)    077 52 18.35188(W)     ADJUSTED  
 EA0844* NAVD 88     -        11.137  (meters)      36.54   (feet)  ADJUSTED  
 EA0844  ___________________________________________________________________
 EA0844  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 EA0844  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 EA0844  DYNAMIC HT  -          11.126 (meters)      36.50  (feet)  COMP
 EA0844  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 EA0844
 EA0844  HORZ ORDER  -  SECOND
 EA0844  VERT ORDER  -  SECOND    CLASS II
 EA0844
 EA0844.The horizontal coordinates were established by classical geodetic methods
 EA0844.and adjusted by the National Geodetic Survey in August 2005.
 EA0844
 EA0844.The orthometric height was determined by differential leveling
 EA0844.and adjusted in June 1991.
 EA0844
 EA0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0844
 EA0844.The geoid height was determined by GEOID03.
 EA0844
 EA0844.The dynamic height is computed by dividing the NAVD 88
 EA0844.geopotential number by the normal gravity value computed on the
 EA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0844.degrees latitude (g = 980.6199 gals.).
 EA0844
 EA0844.The modeled gravity was interpolated from observed gravity values.
 EA0844
 EA0844;                    North         East     Units Scale Factor Converg.
 EA0844;SPC NC       -    60,432.083   713,477.235   MT  1.00001245   +0 39 04.3
 EA0844;SPC NC       -   198,267.59  2,340,799.90   sFT  1.00001245   +0 39 04.3
 EA0844;UTM  18      - 3,797,982.567   235,660.887   MT  1.00046141   -1 37 07.7
 EA0844
 EA0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0844!SPC NC       -   1.00000403  x   1.00001245  =   1.00001648
 EA0844!UTM  18      -   1.00000403  x   1.00046141  =   1.00046545
 EA0844
 EA0844:                Primary Azimuth Mark                     Grid Az
 EA0844:SPC NC       -  KOSERUBA 2                               158 57 32.8
 EA0844:UTM  18      -  KOSERUBA 2                               161 13 44.8
 EA0844
 EA0844|---------------------------------------------------------------------|
 EA0844| PID    Reference Object                     Distance      Geod. Az  |
 EA0844|                                                           dddmmss.s |
 EA0844| EA0843 KOSERUBA 2                          APPROX. 0.7 KM 1593637.1 |
 EA0844|---------------------------------------------------------------------|
 EA0844
 EA0844                          SUPERSEDED SURVEY CONTROL
 EA0844
 EA0844  NAD 83(1986)-  34 17 21.97430(N)    077 52 18.36554(W) AD(       ) 2
 EA0844  NAD 27      -  34 17 21.36300(N)    077 52 19.41588(W) AD(       ) 2
 EA0844  NGVD 29 (??/??/92)   11.429  (m)           37.50   (f) ADJ UNCH    2 2
 EA0844
 EA0844.Superseded values are not recommended for survey control.
 EA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0844.See file dsdata.txt to determine how the superseded data were derived.
 EA0844
 EA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3566197983(NAD 83)
 EA0844_MARKER: DD = SURVEY DISK
 EA0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0844_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0844_STAMPING: BONNIE 1963
 EA0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0844+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 EA0844
 EA0844  HISTORY     - Date     Condition        Report By
 EA0844  HISTORY     - 1963     MONUMENTED       NCGS
 EA0844  HISTORY     - 1970     GOOD             SCS
 EA0844  HISTORY     - 1975     GOOD             NCDNR
 EA0844  HISTORY     - 1975     GOOD             NCGS
 EA0844  HISTORY     - 1979     GOOD             NGS
 EA0844  HISTORY     - 20060721 GOOD             USPSQD
 EA0844
 EA0844                          STATION DESCRIPTION
 EA0844
 EA0844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0844'BONNIE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0844'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0844'
 EA0844'BONNIE IS 5.60 MILES NE OF THE CENTER OF WILMINGTON, LOCATED
 EA0844'3.15 MILES NORTH ALONG NC 132 FROM U.S. 17, IN THE NW QUAD OF NC
 EA0844'132 AND SR 1322 AND 200 FT PLUS OR MINUS W OF TRANSMISSION LINE.
 EA0844'
 EA0844'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA0844'BONNIE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0844'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA0844'
 EA0844'MARK IS
 EA0844'
 EA0844'57.50 FT SE OF C/L OF NC 132
 EA0844'
 EA0844'117.00 FT NW OF C/L OF SR 1322
 EA0844'
 EA0844'26.90 FT N OF 3 LEAD NAILS IN TEL. AND PP
 EA0844'
 EA0844'169.40 FT NW OF TOP OF TEL. SPLICE BOX P61 ON TEL. POLE.
 EA0844'
 EA0844'116.00 FT NW OF 3 LEAD NAILS IN 4 X 4 STOP SIGN POST
 EA0844'
 EA0844'157.35 FT W OF 3 NAILS IN 4 X 4 STOP SIGN POST
 EA0844'
 EA0844'133.50 FT WNW OF INTERSECTION OF SR 1322 AND NC 132
 EA0844'
 EA0844'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0844
 EA0844                          STATION RECOVERY (1970)
 EA0844
 EA0844'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1970 (JAM)
 EA0844'BONNIE 1963 GOOD
 EA0844
 EA0844                          STATION RECOVERY (1975)
 EA0844
 EA0844'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ESL)
 EA0844'BONNIE 1963 GOOD
 EA0844'
 EA0844'ADDITIONAL REFERENCES--
 EA0844'
 EA0844'26.4 FT NE OF PP 42112 WITH ALUMINUM REF. TAG
 EA0844'
 EA0844'25.2 FT NE OF TELEPHONE JUNCTION BOX
 EA0844'
 EA0844'90.5 FT SSE OF AN EXXON SIGN AT BATSON MARKET
 EA0844'
 EA0844'115.4 FT N OF A STOP SIGN POST
 EA0844
 EA0844                          STATION RECOVERY (1975)
 EA0844
 EA0844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0844'4.8 MI SSE FROM CASTLE HAYNE.
 EA0844'BONNIE IS LOCATED APPROXIMATELY 5.7 MILES NORTHEAST OF WILMINGTON. TO
 EA0844'REACH STATION FROM THE JUNCTION OF NC 132 WITH US 117 AT SOUTH EDGE OF
 EA0844'CASTLE HAYNE, PROCEED SOUTH ALONG NC 132 FOR 4.5 MILES TO SR 1322
 EA0844'CROSSROADS AND STATION ON RIGHT IN NORTHWEST QUADRANT OF INTERSECTION.
 EA0844'57.5 FT. SW OF C/L OF NC 132, 133.5 FT. NW OF CROSSROADS
 EA0844'INTERSECTION, 115.4 FT. N OF STOP SIGN WITH ALUMINUM REF. TAG, 26.4
 EA0844'FT. NE OF PP NO. 42112 WITH ALUMINUM REF. TAG, 25.2 FT. NE OF TOP OF
 EA0844'TELEPHONE JUNCTION BOX, AND 90.5 FT. SSE OF METAL BASE OF BATSON
 EA0844'MARKET SIGN POST.  DISK IS SET IN CONCRETE CYLINDER, 2 INCHES ABOVE
 EA0844'THE GROUND.
 EA0844
 EA0844                          STATION RECOVERY (1979)
 EA0844
 EA0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD)
 EA0844'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH FOLLOWING CHANGES--
 EA0844'
 EA0844'25.0 FT. NNW OF TOP OF TEL. SPLICE BOX P61 ON TEL. POLE STOP
 EA0844'SIGNS REFERRED TO IN ORIGINAL DESCRIPTION ARE GONE.
 EA0844'
 EA0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA0844'JUST EAST OF NEW HANOVER COUNTY AIRPORT.
 EA0844
 EA0844                          STATION RECOVERY (2006)
 EA0844
 EA0844'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 EA0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1584 ***********************************************************************
 EY1584  DESIGNATION -  BONNIE
 EY1584  PID         -  EY1584
 EY1584  STATE/COUNTY-  NC/TYRRELL
 EY1584  USGS QUAD   -  CRESWELL (1974)
 EY1584
 EY1584                         *CURRENT SURVEY CONTROL
 EY1584  ___________________________________________________________________
 EY1584* NAD 83(2001)-  35 45 05.48275(N)    076 24 15.76080(W)     ADJUSTED  
 EY1584* NAVD 88     -         4.016  (meters)      13.18   (feet)  ADJUSTED  
 EY1584  ___________________________________________________________________
 EY1584  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EY1584  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EY1584  DYNAMIC HT  -           4.013 (meters)      13.17  (feet)  COMP
 EY1584  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 EY1584
 EY1584  HORZ ORDER  -  SECOND
 EY1584  VERT ORDER  -  SECOND    CLASS II
 EY1584
 EY1584.The horizontal coordinates were established by classical geodetic methods
 EY1584.and adjusted by the National Geodetic Survey in August 2005.
 EY1584
 EY1584.The orthometric height was determined by differential leveling
 EY1584.and adjusted in June 1991.
 EY1584
 EY1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1584
 EY1584.The geoid height was determined by GEOID03.
 EY1584
 EY1584.The dynamic height is computed by dividing the NAVD 88
 EY1584.geopotential number by the normal gravity value computed on the
 EY1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1584.degrees latitude (g = 980.6199 gals.).
 EY1584
 EY1584.The modeled gravity was interpolated from observed gravity values.
 EY1584
 EY1584;                    North         East     Units Scale Factor Converg.
 EY1584;SPC NC       -   225,101.111   844,316.267   MT  0.99991054   +1 29 53.2
 EY1584;SPC NC       -   738,519.23  2,770,060.95   sFT  0.99991054   +1 29 53.2
 EY1584;UTM  18      - 3,957,298.595   373,026.815   MT  0.99979867   -0 49 14.3
 EY1584
 EY1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1584!SPC NC       -   1.00000526  x   0.99991054  =   0.99991580
 EY1584!UTM  18      -   1.00000526  x   0.99979867  =   0.99980393
 EY1584
 EY1584:                Primary Azimuth Mark                     Grid Az
 EY1584:SPC NC       -  MISSY                                    208 22 19.5
 EY1584:UTM  18      -  MISSY                                    210 41 27.0
 EY1584
 EY1584|---------------------------------------------------------------------|
 EY1584| PID    Reference Object                     Distance      Geod. Az  |
 EY1584|                                                           dddmmss.s |
 EY1584| EY1583 MISSY                               APPROX. 0.6 KM 2095212.7 |
 EY1584|---------------------------------------------------------------------|
 EY1584
 EY1584                          SUPERSEDED SURVEY CONTROL
 EY1584
 EY1584  NAD 83(1986)-  35 45 05.49688(N)    076 24 15.77152(W) AD(       ) 2
 EY1584  NAD 27      -  35 45 04.90148(N)    076 24 17.02142(W) AD(       ) 2
 EY1584  NGVD 29 (07/19/86)    4.37   (m)           14.3    (f) LEVELING    3  
 EY1584
 EY1584.Superseded values are not recommended for survey control.
 EY1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1584.See file dsdata.txt to determine how the superseded data were derived.
 EY1584
 EY1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7302757299(NAD 83)
 EY1584_MARKER: DE = TRAVERSE STATION DISK
 EY1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1584_STAMPING: BONNIE 1976
 EY1584_MARK LOGO: NCGS  
 EY1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1584+STABILITY: SURFACE MOTION
 EY1584
 EY1584  HISTORY     - Date     Condition        Report By
 EY1584  HISTORY     - 1976     MONUMENTED       NCGS
 EY1584  HISTORY     - 1976     GOOD             NCGS
 EY1584
 EY1584                          STATION DESCRIPTION
 EY1584
 EY1584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1584'BONNIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1584'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1584'
 EY1584'BONNIE IS LOCATED APPROXIMATELY 8.1 MILES SOUTH OF CRESWELL
 EY1584'(WASHINGTON COUNTY) AND 14.4 MILES SOUTHWEST OF COLUMBIA.  TO
 EY1584'REACH STATION FROM THE U.S. POST OFFICE IN CRESWELL, PROCEED
 EY1584'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION
 EY1584'WITH SR 1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES
 EY1584'TO INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG
 EY1584'SR 1165 (SR 1165 BECOMES SR 1119 AT THE WASHINGTON - TYRRELL
 EY1584'COUNTY LINE) FOR 1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL
 EY1584'ROAD, THENCE SOUTHWEST ALONG BEE TREE CANAL ROAD FOR 1.25
 EY1584'MILES TO A SHARP CURVE (W), CONTINUE WESTERLY ALONG BEE TREE
 EY1584'CANAL ROAD FOR 0.35 MILE TO INTERSECTION WITH A DIRT ROAD
 EY1584'LEADING SOUTH ALONG THE EAST SHORELINE OF LAKE PHELPS, PROCEED
 EY1584'SOUTH ALONG THIS ROAD FOR 1.65 MILES TO STATION IN CENTER OF
 EY1584'ROAD.
 EY1584'
 EY1584'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1584'BONNIE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1584'WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1584'
 EY1584'MARK IS 17.0 FT ESE OF METAL WITNESS SIGN POST
 EY1584'
 EY1584'36.9 FT SSE OF 10 INCH SWEETGUM WITH ALUMINUM REF. TAG
 EY1584'
 EY1584'45.0 FT S OF 6 INCH MAPLE WITH ALUMINUM REF. TAG
 EY1584'
 EY1584'32.2 FT E OF 6 INCH TWIN TRUNK SWEETGUM WITH ALUMINUM REF. TAG
 EY1584'
 EY1584'60.4 FT NE OF 8 INCH MAPLE WITH ALUMINUM REF. TAG.
 EY1584
 EY1584                          STATION RECOVERY (1976)
 EY1584
 EY1584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1584'8.1 MI S FROM CRESWELL.
 EY1584'TO REACH STATION FROM THE US POST OFFICE IN CRESWELL, PROCEED
 EY1584'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1584'1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1584'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR 1165
 EY1584'(SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY LINE) FOR
 EY1584'1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL ROAD, THENCE SOUTHWEST
 EY1584'ALONG BEE TREE CANAL ROAD FOR 1.25 MILES TO A SHARP CURVE (W),
 EY1584'CONTINUE WESTERLY ALONG BEE TREE CANAL ROAD FOR 0.35 MILE TO
 EY1584'INTERSECTION WITH A DIRT ROAD LEADING SOUTH ALONG THE EAST SHORELINE
 EY1584'OF LAKE PHELPS, PROCEED SOUTH ALONG THIS ROAD FOR 1.65 MILES TO
 EY1584'STATION IN CENTER OF ROAD.  17.0 FT. ESE OF METAL WITNESS SIGN POST,
 EY1584'36.9 FT. SSE OF 10 IN. SWEETGUM WITH ALUMINUM REF. TAG, 45.0 FT. S OF
 EY1584'6 IN. MAPLE WITH ALUMINUM REF. TAG, 32.2 FT. E OF 6 IN. TWIN TRUNK
 EY1584'SWEETGUM WITH ALUMINUM REF. TAG AND 60.4 FT. NE OF 8 IN. MAPLE WITH
 EY1584'ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE CYLINDER 12
 EY1584'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4262 ***********************************************************************
 EZ4262  HT_MOD      -  This is a Height Modernization Survey Station.
 EZ4262  DESIGNATION -  BONNIE
 EZ4262  PID         -  EZ4262
 EZ4262  STATE/COUNTY-  NC/JOHNSTON
 EZ4262  USGS QUAD   -  FLOWERS (1973)
 EZ4262
 EZ4262                         *CURRENT SURVEY CONTROL
 EZ4262  ___________________________________________________________________
 EZ4262* NAD 83(2007)-  35 42 27.67307(N)    078 15 02.73096(W)     ADJUSTED  
 EZ4262* NAVD 88     -        84.47   (meters)     277.1    (feet)  GPS OBS   
 EZ4262  ___________________________________________________________________
 EZ4262  EPOCH DATE  -        2002.00
 EZ4262  X           -   1,055,822.749 (meters)                     COMP
 EZ4262  Y           -  -5,076,400.721 (meters)                     COMP
 EZ4262  Z           -   3,701,932.827 (meters)                     COMP
 EZ4262  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EZ4262  ELLIP HEIGHT-          50.204 (meters)          (02/10/07) ADJUSTED
 EZ4262  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 EZ4262
 EZ4262  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4262  Type    PID    Designation                      North   East  Ellip
 EZ4262  -------------------------------------------------------------------
 EZ4262  NETWORK EZ4262 BONNIE                            1.00   0.94   1.76
 EZ4262  -------------------------------------------------------------------
 EZ4262
 EZ4262.The horizontal coordinates were established by GPS observations
 EZ4262.and adjusted by the National Geodetic Survey in February 2007.
 EZ4262
 EZ4262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4262.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4262.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4262.The epoch date for horizontal control is a decimal equivalence
 EZ4262.of Year/Month/Day.
 EZ4262
 EZ4262.The orthometric height was determined by GPS observations and a
 EZ4262.high-resolution geoid model.
 EZ4262.The orthometric height was determined by GPS observations and a
 EZ4262.high-resolution geoid model using precise GPS observation and
 EZ4262.processing techniques.
 EZ4262
 EZ4262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4262
 EZ4262.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4262
 EZ4262.The ellipsoidal height was determined by GPS observations
 EZ4262.and is referenced to NAD 83.
 EZ4262
 EZ4262.The geoid height was determined by GEOID03.
 EZ4262
 EZ4262;                    North         East     Units Scale Factor Converg.
 EZ4262;SPC NC       -   217,424.897   677,396.867   MT  0.99990417   +0 25 56.8
 EZ4262;SPC NC       -   713,334.85  2,222,426.22   sFT  0.99990417   +0 25 56.8
 EZ4262;UTM  17      - 3,955,011.842   748,724.449   MT  1.00036240   +1 36 19.5
 EZ4262
 EZ4262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4262!SPC NC       -   0.99999212  x   0.99990417  =   0.99989629
 EZ4262!UTM  17      -   0.99999212  x   1.00036240  =   1.00035452
 EZ4262
 EZ4262:                Primary Azimuth Mark                     Grid Az
 EZ4262:SPC NC       -  HINTON                                   336 22 22.5
 EZ4262:UTM  17      -  HINTON                                   335 11 59.8
 EZ4262
 EZ4262|---------------------------------------------------------------------|
 EZ4262| PID    Reference Object                     Distance      Geod. Az  |
 EZ4262|                                                           dddmmss.s |
 EZ4262| EZ4267 HINTON                              APPROX. 0.9 KM 3364819.3 |
 EZ4262|---------------------------------------------------------------------|
 EZ4262
 EZ4262                          SUPERSEDED SURVEY CONTROL
 EZ4262
 EZ4262  NAD 83(2001)-  35 42 27.67327(N)    078 15 02.73087(W) AD(       ) 1
 EZ4262  ELLIP H (03/13/03)   50.201  (m)                       GP(       ) 4 2
 EZ4262  NAD 83(1986)-  35 42 27.67954(N)    078 15 02.74258(W) AD(       ) 1
 EZ4262  NAD 83(1986)-  35 42 27.67726(N)    078 15 02.74262(W) AD(       ) 2
 EZ4262  NAD 27      -  35 42 27.11056(N)    078 15 03.75116(W) AD(       ) 2
 EZ4262  NGVD 29 (07/19/86)   84.8    (m)          278.     (f) VERT ANG    3  
 EZ4262
 EZ4262.Superseded values are not recommended for survey control.
 EZ4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4262.See file dsdata.txt to determine how the superseded data were derived.
 EZ4262
 EZ4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4872455012(NAD 83)
 EZ4262_MARKER: DE = TRAVERSE STATION DISK
 EZ4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4262_STAMPING: BONNIE 1972
 EZ4262_MARK LOGO: NCGS  
 EZ4262_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4262+STABILITY: SURFACE MOTION
 EZ4262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4262+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 EZ4262
 EZ4262  HISTORY     - Date     Condition        Report By
 EZ4262  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4262  HISTORY     - 19920808 GOOD             USPSQD
 EZ4262  HISTORY     - 20011022 GOOD             NCGS
 EZ4262  HISTORY     - 20050624 GOOD             USPSQD
 EZ4262
 EZ4262                          STATION DESCRIPTION
 EZ4262
 EZ4262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4262'BONNIE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4262'VICINITY OF EMIT, NORTH CAROLINA.
 EZ4262'
 EZ4262'BONNIE IS LOCATED APPROXIMATELY 2.4 MILES SSE OF EMIT AND 6.3 MILES
 EZ4262'SSW OF MIDDLESEX.  TO REACH STATION FROM THE INTERSECTION OF NC 39
 EZ4262'AND NC 231 AT EMIT CROSSROADS, PROCEED SOUTH ALONG NC 39 FOR 2.35
 EZ4262'MILES TO THE INTERSECTION WITH SR 1732 AND STATION APPROXIMATELY
 EZ4262'50 FEET EAST OF INTERSECTION, ON EAST BANK OF NC 39 AND
 EZ4262'APPROXIMATELY 125 FEET SSW OF A BRICK HOME.
 EZ4262'
 EZ4262'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BONNIE
 EZ4262'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4262'INCH BELOW THE GROUND.
 EZ4262'
 EZ4262'MARK IS
 EZ4262'42.9 FEET E OF C/L OF NC 39.
 EZ4262'60.1 FEET SSE OF S END OF CULVERT UNDER DRIVE TO BRICK HOME.
 EZ4262'61.8 FEET SSW OF PP 17-35-003 W/TRANSFORMER AND ALUMINUM REF.
 EZ4262'TAG.
 EZ4262'17.8 FEET ENE OF 4X4 SIGN POST WITH ALUMINUM REF. TAG.
 EZ4262'80.6 FEET E OF TELEPHONE SERVICE BOX.
 EZ4262
 EZ4262                          STATION RECOVERY (1992)
 EZ4262
 EZ4262'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 EZ4262'RECOVERED IN GOOD CONDITION.
 EZ4262
 EZ4262                          STATION RECOVERY (2001)
 EZ4262
 EZ4262'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ4262'RECOVERED AS DESCRIBED. MARK IS ABOUT 3-FEET HIGHER THAN NC 39.
 EZ4262
 EZ4262                          STATION RECOVERY (2005)
 EZ4262
 EZ4262'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4262'N 35 42.460
 EZ4262'W 078 15.045
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4783 ***********************************************************************
 DG4783  DESIGNATION -  BONSAL
 DG4783  PID         -  DG4783
 DG4783  STATE/COUNTY-  NC/CHATHAM
 DG4783  USGS QUAD   -  NEW HILL (1983)
 DG4783
 DG4783                         *CURRENT SURVEY CONTROL
 DG4783  ___________________________________________________________________
 DG4783* NAD 83(2007)-  35 39 41.19579(N)    078 58 37.93739(W)     ADJUSTED  
 DG4783* NAVD 88     -        95.5    (meters)     313.     (feet)  GPS OBS   
 DG4783  ___________________________________________________________________
 DG4783  EPOCH DATE  -        2002.00
 DG4783  X           -     991,950.874 (meters)                     COMP
 DG4783  Y           -  -5,092,327.406 (meters)                     COMP
 DG4783  Z           -   3,697,773.067 (meters)                     COMP
 DG4783  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 DG4783  ELLIP HEIGHT-          63.558 (meters)          (02/10/07) ADJUSTED
 DG4783  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DG4783
 DG4783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4783  Type    PID    Designation                      North   East  Ellip
 DG4783  -------------------------------------------------------------------
 DG4783  NETWORK DG4783 BONSAL                            0.27   0.25   1.04
 DG4783  -------------------------------------------------------------------
 DG4783
 DG4783.The horizontal coordinates were established by GPS observations
 DG4783.and adjusted by the National Geodetic Survey in February 2007.
 DG4783
 DG4783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4783.The horizontal coordinates are valid at the epoch date displayed above.
 DG4783.The epoch date for horizontal control is a decimal equivalence
 DG4783.of Year/Month/Day.
 DG4783
 DG4783.The orthometric height was determined by GPS observations and a
 DG4783.high-resolution geoid model.
 DG4783
 DG4783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4783
 DG4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4783
 DG4783.The ellipsoidal height was determined by GPS observations
 DG4783.and is referenced to NAD 83.
 DG4783
 DG4783.The geoid height was determined by GEOID03.
 DG4783
 DG4783;                    North         East     Units Scale Factor Converg.
 DG4783;SPC NC       -   212,038.913   611,665.055   MT  0.99989808   +0 00 47.4
 DG4783;SPC NC       -   695,664.33  2,006,771.10   sFT  0.99989808   +0 00 47.4
 DG4783;UTM  17      - 3,948,283.372   683,098.046   MT  1.00001313   +1 10 46.6
 DG4783
 DG4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4783!SPC NC       -   0.99999002  x   0.99989808  =   0.99988811
 DG4783!UTM  17      -   0.99999002  x   1.00001313  =   1.00000315
 DG4783
 DG4783                          SUPERSEDED SURVEY CONTROL
 DG4783
 DG4783  NAD 83(2001)-  35 39 41.19597(N)    078 58 37.93743(W) AD(       ) 1
 DG4783  ELLIP H (03/22/04)   63.558  (m)                       GP(       ) 5 1
 DG4783  NAD 83(1986)-  35 39 41.20076(N)    078 58 37.94666(W) AD(       ) 1
 DG4783
 DG4783.Superseded values are not recommended for survey control.
 DG4783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4783.See file dsdata.txt to determine how the superseded data were derived.
 DG4783
 DG4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8309848283(NAD 83)
 DG4783_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4783_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG4783_STAMPING: BONSAL 2003
 DG4783_MARK LOGO: NCGS  
 DG4783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4783+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4783
 DG4783  HISTORY     - Date     Condition        Report By
 DG4783  HISTORY     - 2003     MONUMENTED       NCGS
 DG4783
 DG4783                          STATION DESCRIPTION
 DG4783
 DG4783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 DG4783'STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CARY AND 11.9
 DG4783'MI (19.2 KM) EAST-SOUHEAST OF PITTSBORO AND IN THE COMMUNITY OF
 DG4783'BONSAL.MARK AT THE INTERSECTION OF SR 1008 (BEAVER CREEK ROAD)/SR 1963
 DG4783'MERRY OAKS ROAD) AND SR 1139 (DAISEY STREET), ABOUT 45 YARDS NORTH OF
 DG4783'THE INTERSECTION, IN A GRASSY AREA BETWEEN SR 1008 AND THE RAILROAD
 DG4783'TRACK.MARK IS ABOUT 3-FEET LOWER THAN SR 1008 AND FLUSH WITH THE
 DG4783'GROUND. LOCATED 29.5 FT (9.0 M) EAST-NORTHEAST OF THE CENTERLINE OF SR
 DG4783'1008, 26.2 FT (8.0 M) WEST-SOUTHWEST OF THE WESTERN RAIL, 19.0 FT (5.8
 DG4783'M) WEST-SOUTHWEST OF A TRACK SWITCH BOX, 83.0 FT (25.3 M) SOUTH OF A
 DG4783'FROG OF SWITCH AND 40.1 SOUTH-SOUTHEAST OF A BARRICADE SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0983 ***********************************************************************
 EA0983  DESIGNATION -  BOO
 EA0983  PID         -  EA0983
 EA0983  STATE/COUNTY-  NC/PENDER
 EA0983  USGS QUAD   -  MAPLE HILL (1981)
 EA0983
 EA0983                         *CURRENT SURVEY CONTROL
 EA0983  ___________________________________________________________________
 EA0983* NAD 83(2001)-  34 42 52.05506(N)    077 44 50.97612(W)     ADJUSTED  
 EA0983* NAVD 88     -        13.193  (meters)      43.28   (feet)  ADJUSTED  
 EA0983  ___________________________________________________________________
 EA0983  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EA0983  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 EA0983  DYNAMIC HT  -          13.180 (meters)      43.24  (feet)  COMP
 EA0983  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 EA0983
 EA0983  HORZ ORDER  -  SECOND
 EA0983  VERT ORDER  -  SECOND    CLASS II
 EA0983
 EA0983.The horizontal coordinates were established by classical geodetic methods
 EA0983.and adjusted by the National Geodetic Survey in August 2005.
 EA0983
 EA0983.The orthometric height was determined by differential leveling
 EA0983.and adjusted in June 1991.
 EA0983
 EA0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0983
 EA0983.The geoid height was determined by GEOID03.
 EA0983
 EA0983.The dynamic height is computed by dividing the NAVD 88
 EA0983.geopotential number by the normal gravity value computed on the
 EA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0983.degrees latitude (g = 980.6199 gals.).
 EA0983
 EA0983.The modeled gravity was interpolated from observed gravity values.
 EA0983
 EA0983;                    North         East     Units Scale Factor Converg.
 EA0983;SPC NC       -   107,712.382   724,323.380   MT  0.99991626   +0 43 22.5
 EA0983;SPC NC       -   353,386.37  2,376,384.29   sFT  0.99991626   +0 43 22.5
 EA0983;UTM  18      - 3,844,815.661   248,384.709   MT  1.00038039   -1 33 55.7
 EA0983
 EA0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0983!SPC NC       -   1.00000369  x   0.99991626  =   0.99991995
 EA0983!UTM  18      -   1.00000369  x   1.00038039  =   1.00038408
 EA0983
 EA0983|---------------------------------------------------------------------|
 EA0983| PID    Reference Object                     Distance      Geod. Az  |
 EA0983|                                                           dddmmss.s |
 EA0983| EA1100 SWORT                               329.187 METERS 13136     |
 EA0983| EA1123 MILLER                              355.210 METERS 30050     |
 EA0983|---------------------------------------------------------------------|
 EA0983
 EA0983                          SUPERSEDED SURVEY CONTROL
 EA0983
 EA0983  NAD 83(1986)-  34 42 52.06710(N)    077 44 50.98758(W) AD(       ) 2
 EA0983  NAD 27      -  34 42 51.46343(N)    077 44 52.06520(W) AD(       ) 2
 EA0983  NGVD 29 (??/??/92)   13.494  (m)           44.27   (f) ADJ UNCH    2 2
 EA0983
 EA0983.Superseded values are not recommended for survey control.
 EA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0983.See file dsdata.txt to determine how the superseded data were derived.
 EA0983
 EA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4838544816(NAD 83)
 EA0983_MARKER: DD = SURVEY DISK
 EA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0983_STAMPING: BOO 1974
 EA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0983+STABILITY: SURFACE MOTION
 EA0983
 EA0983  HISTORY     - Date     Condition        Report By
 EA0983  HISTORY     - 1974     MONUMENTED       NCGS
 EA0983  HISTORY     - 1975     GOOD             NCGS
 EA0983
 EA0983                          STATION DESCRIPTION
 EA0983
 EA0983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0983'BOO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0983'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0983'
 EA0983'BOO IS LOCATED APPROXIMATELY 15.1 MILES NE OF BURGAW, AND 4.6
 EA0983'MILES NW OF MAPLE HILL.  TO REACH STATION FROM INTERSECTION OF
 EA0983'NC 50 WITH NC 53 NW OF MAPLE HILL, PROCEED NE ALONG NC 50 FOR
 EA0983'3.75 MILES TO STATION ON RIGHT IN NE SHOULDER, NEAR A CULVERT
 EA0983'CROSSING UNDER NC 50, AND A FIELD CORNER MARKED BY INTERSECTING
 EA0983'DITCHES.  1.05 MILE SOUTHEAST OF THE PENDER - DUPLIN COUNTY
 EA0983'LINE.
 EA0983'
 EA0983'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0983'BOO 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0983'IS 6 INCHES BELOW THE GROUND.
 EA0983'
 EA0983'MARK IS 14.0 FT NE OF C/L OF NC 50
 EA0983'
 EA0983'50.6 FT NE OF 10 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0983'
 EA0983'51.1 FT E OF 8 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0983'
 EA0983'53.4 FT N OF 8 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0983'
 EA0983'61.9 FT E OF 8 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0983'
 EA0983'131.4 FT NW OF NORTH END OF 24 IN PIPE UNDER NC 50
 EA0983
 EA0983                          STATION RECOVERY (1975)
 EA0983
 EA0983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0983'4.6 MI NW FROM MAPLE HILL.
 EA0983'TO REACH STATION FROM INTERSECTION OF NC 50 WITH NC 53 NW OF MAPLE
 EA0983'HILL, PROCEED NE ALONG NC 50 FOR 3.75 MILES TO STATION ON RIGHT IN NE
 EA0983'SHOULDER, NEAR A CULVERT CROSSING UNDER NC 50, AND A FIELD CORNER
 EA0983'MARKED BY INTERSECTION DITCHES, AND 1.05 MILE SOUTHEAST OF THE PENDER
 EA0983'- DUPLIN COUNTY LINE.  14.0 FT. NE OF C/L OF NC 50, 50.6 FT. NE OF 10
 EA0983'IN. PINE TREE WITH ALUMINUM REF. TAG, 51.1 FT. EAST OF 8 IN. PINE TREE
 EA0983'WITH ALUMINUM REF. TAG, 53.4 FT. NORTH OF 8 IN. PINE TREE WITH
 EA0983'ALUMINUM REF. TAG, 61.9 FT. EAST OF 8 IN. PINE TREE WITH ALUMINUM REF.
 EA0983'TAG, AND 131.4 FT. NW OF NORTH END OF 24 IN. PIPE UNDER NC 50. DISK IS
 EA0983'SET IN TOP OF CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE
 EA0983'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1713 ***********************************************************************
 FW1713  DESIGNATION -  BOOKS
 FW1713  PID         -  FW1713
 FW1713  STATE/COUNTY-  NC/CURRITUCK
 FW1713  USGS QUAD   -  JARVISBURG (1982)
 FW1713
 FW1713                         *CURRENT SURVEY CONTROL
 FW1713  ___________________________________________________________________
 FW1713* NAD 83(2001)-  36 10 50.39339(N)    075 51 51.61006(W)     ADJUSTED  
 FW1713* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 FW1713  ___________________________________________________________________
 FW1713  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FW1713  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 FW1713  HORZ ORDER  -  SECOND
 FW1713
 FW1713.The horizontal coordinates were established by classical geodetic methods
 FW1713.and adjusted by the National Geodetic Survey in August 2005.
 FW1713
 FW1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1713
 FW1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1713
 FW1713.The geoid height was determined by GEOID03.
 FW1713
 FW1713;                    North         East     Units Scale Factor Converg.
 FW1713;SPC NC       -   274,101.656   891,632.182   MT  1.00000394   +1 48 35.3
 FW1713;SPC NC       -   899,281.85  2,925,296.58   sFT  1.00000394   +1 48 35.3
 FW1713;UTM  18      - 4,004,333.224   422,276.607   MT  0.99967443   -0 30 37.0
 FW1713
 FW1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1713!SPC NC       -   1.00000535  x   1.00000394  =   1.00000929
 FW1713!UTM  18      -   1.00000535  x   0.99967443  =   0.99967978
 FW1713
 FW1713                          SUPERSEDED SURVEY CONTROL
 FW1713
 FW1713  NAD 83(1993)-  36 10 50.40400(N)    075 51 51.62180(W) AD(       ) 2
 FW1713  NAD 83(1986)-  36 10 50.40643(N)    075 51 51.63494(W) AD(       ) 2
 FW1713  NGVD 29 (11/01/90)    5.0    (m)           16.     (f) VERT ANG    3  
 FW1713
 FW1713.Superseded values are not recommended for survey control.
 FW1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1713.See file dsdata.txt to determine how the superseded data were derived.
 FW1713
 FW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2227704333(NAD 83)
 FW1713_MARKER: DE = TRAVERSE STATION DISK
 FW1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1713_STAMPING: BOOKS 1978
 FW1713_MARK LOGO: NCGS  
 FW1713_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1713+STABILITY: SURFACE MOTION
 FW1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1713+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 FW1713
 FW1713  HISTORY     - Date     Condition        Report By
 FW1713  HISTORY     - 1978     MONUMENTED       NCGS
 FW1713  HISTORY     - 20040929 SEE DESCRIPTION  NCGS
 FW1713
 FW1713                          STATION DESCRIPTION
 FW1713
 FW1713'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1713'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF POWELLS POINT
 FW1713'AND 4.6 MILES SOUTHEAST OF GRANDY.
 FW1713'
 FW1713'THE STATION IS LOCATED ALONG US 158, 1.3 MILES NORTH FROM SR 1120 AND
 FW1713'POWELLS POINT POST OFFICE, IN LEFT SHOULDER, ACROSS HIGHWAY FROM AND
 FW1713'APPROXIMATELY 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FW1713'CEMETERY, AND 0.3 MILE NORTHWEST OF SR 1157.
 FW1713'
 FW1713'STATION MARK IS A STANDARD DISK STAMPED---BOOKS 1978---SET IN TOP OF
 FW1713'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1713'21.7 FEET WEST OF THE CENTERLINE OF US 158 AND 116.1 FEET SOUTH OF
 FW1713'POWER POLE FK61 WITH TRANSFORMER, 98.4 FEET SOUTHWEST OF POWER POLE
 FW1713'FK86, 85.4 FEET NORTHWEST OF TELEPHONE POLE 136 ALL WITH REFERENCE
 FW1713'TAGS.
 FW1713'
 FW1713'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980 BY
 FW1713'NCDOT.
 FW1713
 FW1713                          STATION RECOVERY (2004)
 FW1713
 FW1713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1713'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  BELIEVE TO BE
 FW1713'DESTROYED BY 4-LANE CONSTRUCTION OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2241 ***********************************************************************
 FZ2241  DESIGNATION -  BOOMER AZ MK
 FZ2241  PID         -  FZ2241
 FZ2241  STATE/COUNTY-  NC/WILKES
 FZ2241  USGS QUAD   -  BOOMER (1966)
 FZ2241
 FZ2241                         *CURRENT SURVEY CONTROL
 FZ2241  ___________________________________________________________________
 FZ2241* NAD 83(2007)-  36 04 03.97341(N)    081 15 24.38008(W)     ADJUSTED  
 FZ2241* NAVD 88     -       378.0    (meters)    1240.     (feet)  VERTCON   
 FZ2241  ___________________________________________________________________
 FZ2241  EPOCH DATE  -        2002.00
 FZ2241  X           -     784,635.716 (meters)                     COMP
 FZ2241  Y           -  -5,101,870.798 (meters)                     COMP
 FZ2241  Z           -   3,734,475.927 (meters)                     COMP
 FZ2241  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FZ2241  ELLIP HEIGHT-         345.209 (meters)          (02/10/07) ADJUSTED
 FZ2241  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FZ2241
 FZ2241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2241  Type    PID    Designation                      North   East  Ellip
 FZ2241  -------------------------------------------------------------------
 FZ2241  NETWORK FZ2241 BOOMER AZ MK                      0.71   0.55   1.86
 FZ2241  -------------------------------------------------------------------
 FZ2241
 FZ2241.The horizontal coordinates were established by GPS observations
 FZ2241.and adjusted by the National Geodetic Survey in February 2007.
 FZ2241
 FZ2241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2241.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2241.The epoch date for horizontal control is a decimal equivalence
 FZ2241.of Year/Month/Day.
 FZ2241
 FZ2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2241
 FZ2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2241
 FZ2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2241
 FZ2241.The ellipsoidal height was determined by GPS observations
 FZ2241.and is referenced to NAD 83.
 FZ2241
 FZ2241.The geoid height was determined by GEOID03.
 FZ2241
 FZ2241;                    North         East     Units Scale Factor Converg.
 FZ2241;SPC NC       -   259,431.001   406,319.367   MT  0.99997390   -1 18 09.2
 FZ2241;SPC NC       -   851,149.88  1,333,066.12   sFT  0.99997390   -1 18 09.2
 FZ2241;UTM  17      - 3,991,495.727   476,877.521   MT  0.99960659   -0 09 04.2
 FZ2241
 FZ2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2241!SPC NC       -   0.99994582  x   0.99997390  =   0.99991972
 FZ2241!UTM  17      -   0.99994582  x   0.99960659  =   0.99955243
 FZ2241
 FZ2241                          SUPERSEDED SURVEY CONTROL
 FZ2241
 FZ2241  NAD 83(2001)-  36 04 03.97329(N)    081 15 24.38013(W) AD(       ) 1
 FZ2241  ELLIP H (03/13/03)  345.208  (m)                       GP(       ) 4 2
 FZ2241  NAD 83(1995)-  36 04 03.97553(N)    081 15 24.38167(W) AD(       ) 1
 FZ2241  NAD 83(1993)-  36 04 03.97995(N)    081 15 24.38519(W) AD(       ) 1
 FZ2241  NAD 83(1986)-  36 04 03.98061(N)    081 15 24.38435(W) AD(       ) 1
 FZ2241  NGVD 29 (02/04/93)  378.1    (m)         1240.     (f) GPS OBS     3  
 FZ2241
 FZ2241.Superseded values are not recommended for survey control.
 FZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2241.See file dsdata.txt to determine how the superseded data were derived.
 FZ2241
 FZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7687891496(NAD 83)
 FZ2241_MARKER: DZ = AZIMUTH MARK DISK
 FZ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2241_SP_SET: CONCRETE POST
 FZ2241_STAMPING: BOOMER 1949
 FZ2241_MARK LOGO: CGS   
 FZ2241_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2241+STABILITY: SURFACE MOTION
 FZ2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2241+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1992
 FZ2241
 FZ2241  HISTORY     - Date     Condition        Report By
 FZ2241  HISTORY     - 1949     MONUMENTED       CGS
 FZ2241  HISTORY     - 19900124 GOOD             NCGS
 FZ2241  HISTORY     - 19920213 GOOD             NCGS
 FZ2241
 FZ2241                          STATION DESCRIPTION
 FZ2241
 FZ2241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2241'STATION IS LOCATED IN THE BOOMER COMMUNITY.
 FZ2241'ON THE NORTH SIDE OF SR 1121, AND ACROSS ROAD, IN FRONT OF THE ZION
 FZ2241'HILL CHURCH PARSONAGE.
 FZ2241'MARK IS PROJECTING 1 INCH ABOVE GROUND SURFACE AND IS LEVEL WITH SR
 FZ2241'1121. LOCATED 4.10 M (13.45 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 FZ2241'SR 1121, 36.95 M (121.23 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FZ2241'WHITE HOUSE, 36.28 M (119.03 FT) NORTH OF THE NORTHWEST CORNER OF THE
 FZ2241'PARSONAGE, AND 48.30 M (158.46 FT) EAST OF A POWER POLE WITH A
 FZ2241'REFERENCE TAG.
 FZ2241
 FZ2241                          STATION RECOVERY (1992)
 FZ2241
 FZ2241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2830 ***********************************************************************
 FZ2830  DESIGNATION -  BOOMER RESET
 FZ2830  PID         -  FZ2830
 FZ2830  STATE/COUNTY-  NC/WILKES
 FZ2830  USGS QUAD   -  BOOMER (1966)
 FZ2830
 FZ2830                         *CURRENT SURVEY CONTROL
 FZ2830  ___________________________________________________________________
 FZ2830* NAD 83(2001)-  36 04 12.74739(N)    081 15 34.63390(W)     NO CHECK  
 FZ2830* NAVD 88     -       374.8    (meters)    1230.     (feet)  VERTCON   
 FZ2830  ___________________________________________________________________
 FZ2830  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FZ2830  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FZ2830  HORZ ORDER  -  SECOND
 FZ2830
 FZ2830.The horizontal coordinates were established by classical geodetic methods
 FZ2830.and adjusted by the National Geodetic Survey in August 2005.
 FZ2830.No horizontal observational check was made to the station.
 FZ2830
 FZ2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2830
 FZ2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2830
 FZ2830.The geoid height was determined by GEOID03.
 FZ2830
 FZ2830;                    North         East     Units Scale Factor Converg.
 FZ2830;SPC NC       -   259,707.195   406,069.003   MT  0.99997451   -1 18 15.1
 FZ2830;SPC NC       -   852,056.02  1,332,244.72   sFT  0.99997451   -1 18 15.1
 FZ2830;UTM  17      - 3,991,766.734   476,621.752   MT  0.99960673   -0 09 10.3
 FZ2830
 FZ2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2830!SPC NC       -   0.99994633  x   0.99997451  =   0.99992084
 FZ2830!UTM  17      -   0.99994633  x   0.99960673  =   0.99955308
 FZ2830
 FZ2830:                Primary Azimuth Mark                     Grid Az
 FZ2830:SPC NC       -  POORE MTN LOOKOUT TOWER                  107 02 27.3
 FZ2830:UTM  17      -  POORE MTN LOOKOUT TOWER                  105 53 22.5
 FZ2830
 FZ2830|---------------------------------------------------------------------|
 FZ2830| PID    Reference Object                     Distance      Geod. Az  |
 FZ2830|                                                           dddmmss.s |
 FZ2830| FZ2766 POORE MTN LOOKOUT TOWER             APPROX. 9.6 KM 1054412.2 |
 FZ2830| FZ2241 BOOMER AZ MK                        372.789 METERS 13630     |
 FZ2830| FZ2242 BOOMER RM 1                           6.684 METERS 23500     |
 FZ2830| FZ2243 BOOMER RM 2                           5.691 METERS 31424     |
 FZ2830|---------------------------------------------------------------------|
 FZ2830
 FZ2830                          SUPERSEDED SURVEY CONTROL
 FZ2830
 FZ2830  NAD 83(1995)-  36 04 12.74980(N)    081 15 34.63543(W) AD(       ) 2
 FZ2830  NAD 83(1993)-  36 04 12.75410(N)    081 15 34.63889(W) AD(       ) 2
 FZ2830  NAD 83(1986)-  36 04 12.75470(N)    081 15 34.63801(W) AD(       ) 2
 FZ2830  NAD 83(1986)-  36 04 12.75685(N)    081 15 34.64705(W) AD(       ) 3
 FZ2830  NAD 27      -  36 04 12.29200(N)    081 15 35.33100(W) AD(       ) 3
 FZ2830  NGVD 29 (02/04/93)  375.0    (m)         1230.     (f) VERT ANG    3  
 FZ2830
 FZ2830.Superseded values are not recommended for survey control.
 FZ2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2830.See file dsdata.txt to determine how the superseded data were derived.
 FZ2830
 FZ2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7662291767(NAD 83)
 FZ2830_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2830_SP_SET: CONCRETE POST
 FZ2830_STAMPING: BOOMER 1949 1990
 FZ2830_MARK LOGO: NCGS  
 FZ2830_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2830+STABILITY: SURFACE MOTION
 FZ2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2830+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ2830
 FZ2830  HISTORY     - Date     Condition        Report By
 FZ2830  HISTORY     - 1990     MONUMENTED       NGS
 FZ2830
 FZ2830                          STATION DESCRIPTION
 FZ2830
 FZ2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FZ2830'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 WERE FOUND IN
 FZ2830'GOOD CONDITION. A NEW SURFACE MARK WAS SET. THE DISTANCE BETWEEN
 FZ2830'THESE MARKS AGREED WITHIN 0.07 FT (0.02 M) . REFERENCE MARK NO. 2 WAS
 FZ2830'NOT FOUND AND PROBABLY LOST BY GRADING.
 FZ2830'STATION IS LOCATED IN THE BOOMER COMMUNITY (JUST OFF NC 18), AT THE
 FZ2830'ADVENT CHRISTIAN CHURCH.
 FZ2830'STATION MARK IS FLUSH WITH GROUND SURFACE AND IS LEVEL WITH SR 1114.
 FZ2830'LOCATED 5.90 M (19.36 FT) SOUTHWEST OF THE CENTERLINE OF SR 1114,
 FZ2830'10.55 M (34.61 FT) EAST OF THE NORTHEAST CORNER OF CHURCH, 26.80 M
 FZ2830'(87.93 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, AND 13.0 M
 FZ2830'(42.7 FT) EAST-NORTHEAST OF SERVICE POLE WITH A REFERENCE TAG.
 FZ2830'REFERENCE MARK NO. 1 IS 1 FOOT BELOW GROUND SURFACE. LOCATED 12.30 M
 FZ2830'(40.35 FT) SOUTHWEST OF THE CENTERLINE OF SR 1114, 5.95 M (19.52 FT)
 FZ2830'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, AND 6.30 M
 FZ2830'(20.67 FT) NORTHEAST OF A SERVICE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2847 ***********************************************************************
 FX2847  DESIGNATION -  BOOMILL
 FX2847  PID         -  FX2847
 FX2847  STATE/COUNTY-  NC/NORTHAMPTON
 FX2847  USGS QUAD   -  JACKSON (1974)
 FX2847
 FX2847                         *CURRENT SURVEY CONTROL
 FX2847  ___________________________________________________________________
 FX2847* NAD 83(2001)-  36 22 36.16874(N)    077 27 00.47802(W)     ADJUSTED  
 FX2847* NAVD 88     -        22.328  (meters)      73.25   (feet)  ADJUSTED  
 FX2847  ___________________________________________________________________
 FX2847  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FX2847  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 FX2847  DYNAMIC HT  -          22.311 (meters)      73.20  (feet)  COMP
 FX2847  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 FX2847
 FX2847  HORZ ORDER  -  SECOND
 FX2847  VERT ORDER  -  SECOND    CLASS II
 FX2847
 FX2847.The horizontal coordinates were established by classical geodetic methods
 FX2847.and adjusted by the National Geodetic Survey in August 2005.
 FX2847
 FX2847.The orthometric height was determined by differential leveling
 FX2847.and adjusted in June 1991.
 FX2847
 FX2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2847
 FX2847.The geoid height was determined by GEOID03.
 FX2847
 FX2847.The dynamic height is computed by dividing the NAVD 88
 FX2847.geopotential number by the normal gravity value computed on the
 FX2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2847.degrees latitude (g = 980.6199 gals.).
 FX2847
 FX2847.The modeled gravity was interpolated from observed gravity values.
 FX2847
 FX2847;                    North         East     Units Scale Factor Converg.
 FX2847;SPC NC       -   292,487.825   748,678.779   MT  1.00006540   +0 53 40.3
 FX2847;SPC NC       -   959,603.81  2,456,290.29   sFT  1.00006540   +0 53 40.3
 FX2847;UTM  18      - 4,028,520.979   280,210.332   MT  1.00019523   -1 27 13.4
 FX2847
 FX2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2847!SPC NC       -   1.00000190  x   1.00006540  =   1.00006730
 FX2847!UTM  18      -   1.00000190  x   1.00019523  =   1.00019713
 FX2847
 FX2847                          SUPERSEDED SURVEY CONTROL
 FX2847
 FX2847  NAD 83(1993)-  36 22 36.17404(N)    077 27 00.47561(W) AD(       ) 2
 FX2847  NAD 83(1986)-  36 22 36.17534(N)    077 27 00.48390(W) AD(       ) 2
 FX2847  NGVD 29 (01/18/91)   22.66   (m)           74.3    (f) LEVELING    3  
 FX2847
 FX2847.Superseded values are not recommended for survey control.
 FX2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2847.See file dsdata.txt to determine how the superseded data were derived.
 FX2847
 FX2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8021028521(NAD 83)
 FX2847_MARKER: DE = TRAVERSE STATION DISK
 FX2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2847_SP_SET: CONCRETE POST
 FX2847_STAMPING: BOOMILL 1980
 FX2847_MARK LOGO: NCGS  
 FX2847_PROJECTION: FLUSH
 FX2847_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2847+STABILITY: SURFACE MOTION
 FX2847
 FX2847  HISTORY     - Date     Condition        Report By
 FX2847  HISTORY     - 1980     MONUMENTED       NCGS
 FX2847  HISTORY     - 1981     GOOD             NCGS
 FX2847  HISTORY     - 1985     GOOD             USPSQD
 FX2847  HISTORY     - 19960330 MARK NOT FOUND   USPSQD
 FX2847
 FX2847                          STATION DESCRIPTION
 FX2847
 FX2847'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2847'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES WEST-SOUTHWEST OF
 FX2847'JACKSON AND 6.9 MILES SOUTH-SOUTHEAST OF GUMBERRY.
 FX2847'
 FX2847'TO REACH THE STATION FROM THE COURTHOUSE IN JACKSON, PROCEED WESTERLY
 FX2847'ALONG US 158 FOR 2.0 MILES TO STATION IN LEFT SHOULDER, APPROXIMATELY
 FX2847'500 FEET EAST OF BRIDGE AT BOONS MILL POND, AND 0.2 MILE EAST OF
 FX2847'SR 1137 INTERSECTION.
 FX2847'
 FX2847'STATION MARK IS A STANDARD DISK STAMPED---BOOMILL 1980---SET IN TOP OF
 FX2847'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX2847'29.9 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 158, 9.8 FEET WEST OF
 FX2847'EASTERNMOST WOODEN GUARD RAIL POST WITH REFERENCE TAG, 9.3 FEET
 FX2847'SOUTHEAST OF SECOND METAL GUARD RAIL POST FROM EAST END, 53.1 FEET
 FX2847'NORTH-NORTHEAST OF TAG ON 15 INCH TWIN MAPLE AND 62.3 FEET EAST
 FX2847'NORTHEAST OF 18 INCH POPLAR AND 71.4 FEET NORTHWEST OF 14 INCH POPLAR
 FX2847'BOTH WITH REFERENCE TAGS.
 FX2847
 FX2847                          STATION RECOVERY (1981)
 FX2847
 FX2847'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2847'1.8 MI WSW FROM JACKSON.
 FX2847'FROM THE COURTHOUSE IN JACKSON, 2.0 MILES WESTERLY ALONG US 158
 FX2847'TO STATION IN LEFT SHOULDER, APPROXIMATELY 500 FEET EAST OF
 FX2847'BRIDGE AT BOOMS MILL POND AND 0.2 MILE EAST OF SR 1137 INTERSECTION,
 FX2847'29.9 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 158, 9.8 FEET WEST
 FX2847'OF EAST MOST WOODEN GUARD RAIL POST WITH REFERENCE TAG, 9.3 FEET
 FX2847'SOUTHEAST OF SECOND METAL GUARD RAIL POST FROM EAST END, 53.1
 FX2847'FEET NORTH-NORTHEAST OF TAG ON A 15 INCH TWIN MAPLE AND 62.3 FEET
 FX2847'EAST-NORTHEAST OF 18 INCH POPLAR,71.4 FEET NORTHWEST OF 14 INCH
 FX2847'POPLAR BOTH WITH REFERENCE TAGS.
 FX2847
 FX2847                          STATION RECOVERY (1985)
 FX2847
 FX2847'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2847'RECOVERED IN GOOD CONDITION.
 FX2847
 FX2847                          STATION RECOVERY (1996)
 FX2847
 FX2847'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0840 ***********************************************************************
 EA0840  DESIGNATION -  BOON
 EA0840  PID         -  EA0840
 EA0840  STATE/COUNTY-  NC/NEW HANOVER
 EA0840  USGS QUAD   -  SCOTTS HILL (1970)
 EA0840
 EA0840                         *CURRENT SURVEY CONTROL
 EA0840  ___________________________________________________________________
 EA0840* NAD 83(2001)-  34 15 07.45742(N)    077 52 17.85889(W)     ADJUSTED  
 EA0840* NAVD 88     -         8.323  (meters)      27.31   (feet)  ADJUSTED  
 EA0840  ___________________________________________________________________
 EA0840  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 EA0840  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 EA0840  DYNAMIC HT  -           8.315 (meters)      27.28  (feet)  COMP
 EA0840  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EA0840
 EA0840  HORZ ORDER  -  SECOND
 EA0840  VERT ORDER  -  SECOND    CLASS II
 EA0840
 EA0840.The horizontal coordinates were established by classical geodetic methods
 EA0840.and adjusted by the National Geodetic Survey in August 2005.
 EA0840
 EA0840.The orthometric height was determined by differential leveling
 EA0840.and adjusted in June 1991.
 EA0840
 EA0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0840
 EA0840.The geoid height was determined by GEOID03.
 EA0840
 EA0840.The dynamic height is computed by dividing the NAVD 88
 EA0840.geopotential number by the normal gravity value computed on the
 EA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0840.degrees latitude (g = 980.6199 gals.).
 EA0840
 EA0840.The modeled gravity was interpolated from observed gravity values.
 EA0840
 EA0840;                    North         East     Units Scale Factor Converg.
 EA0840;SPC NC       -    56,287.910   713,536.952   MT  1.00002350   +0 39 04.5
 EA0840;SPC NC       -   184,671.25  2,340,995.82   sFT  1.00002350   +0 39 04.5
 EA0840;UTM  18      - 3,793,837.440   235,556.422   MT  1.00046210   -1 37 01.9
 EA0840
 EA0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0840!SPC NC       -   1.00000449  x   1.00002350  =   1.00002799
 EA0840!UTM  18      -   1.00000449  x   1.00046210  =   1.00046660
 EA0840
 EA0840:                Primary Azimuth Mark                     Grid Az
 EA0840:SPC NC       -  BOON HUB                                 177 17 05.7
 EA0840:UTM  18      -  BOON HUB                                 179 33 12.1
 EA0840
 EA0840|---------------------------------------------------------------------|
 EA0840| PID    Reference Object                     Distance      Geod. Az  |
 EA0840|                                                           dddmmss.s |
 EA0840| EA2623 BOON HUB                            APPROX. 0.5 KM 1775610.2 |
 EA0840|---------------------------------------------------------------------|
 EA0840
 EA0840                          SUPERSEDED SURVEY CONTROL
 EA0840
 EA0840  NAD 83(1986)-  34 15 07.46928(N)    077 52 17.87260(W) AD(       ) 2
 EA0840  NAD 27      -  34 15 06.85362(N)    077 52 18.92477(W) AD(       ) 2
 EA0840  NGVD 29 (??/??/92)    8.615  (m)           28.26   (f) ADJ UNCH    2 2
 EA0840
 EA0840.Superseded values are not recommended for survey control.
 EA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0840.See file dsdata.txt to determine how the superseded data were derived.
 EA0840
 EA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3555693837(NAD 83)
 EA0840_MARKER: DE = TRAVERSE STATION DISK
 EA0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0840_STAMPING: BOON 1963
 EA0840_MARK LOGO: NCGS  
 EA0840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0840+STABILITY: SURFACE MOTION
 EA0840
 EA0840  HISTORY     - Date     Condition        Report By
 EA0840  HISTORY     - 1963     MONUMENTED       NCGS
 EA0840  HISTORY     - 1973     MARK NOT FOUND   NCGS
 EA0840  HISTORY     - 1975     GOOD             NCDNR
 EA0840  HISTORY     - 1975     GOOD             NCGS
 EA0840  HISTORY     - 19940224 SEE DESCRIPTION  NCGS
 EA0840
 EA0840                          STATION DESCRIPTION
 EA0840
 EA0840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0840'BOON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0840'THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0840'
 EA0840'BOON IS 4.50 MILES EAST OF THE CENTER OF WILMINGTON, 0.45 MILES
 EA0840'NORTH ALONG NC 132 FROM U.S. 17 ON THE W SIDE OF SOUTHBOUND
 EA0840'LANE OF NC 132, 1.75 MILES SOUTH OF SR 1327 AND 200 FT PLUS OR
 EA0840'MINUS NORTH OF THE NORTH END OF GUTTER.
 EA0840'
 EA0840'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA0840'BOON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0840'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0840'
 EA0840'MARK IS
 EA0840'
 EA0840'22.00 FT W OF C/L OF NC 132
 EA0840'
 EA0840'187.50 FT N OF N END OF 18 INCH CULVERT IN W DITCH OF NC 132,
 EA0840'SOUTH BOUND LANE
 EA0840'
 EA0840'182.80 FT NW OF N END OF 18 INCH CULVERT IN E DITCH OF NC 132,
 EA0840'SOUTH BOUND LANE
 EA0840'
 EA0840'89.00 FT NNE OF 3 LEAD NAILS 6 INCH PINE
 EA0840'
 EA0840'94.70 FT SE OF 3 LEAD NAILS IN 8 INCH PINE
 EA0840'
 EA0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0840
 EA0840                          STATION RECOVERY (1973)
 EA0840
 EA0840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA0840'PROBABLY LOST.  NEW PLANT AND POWER LINE IN AREA.  REFERENCES
 EA0840'GONE EXCEPT C/L OF NC 132
 EA0840
 EA0840                          STATION RECOVERY (1975)
 EA0840
 EA0840'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ESL)
 EA0840'BOON 1963 GOOD
 EA0840'
 EA0840'DELETE ALL REFERENCES EXCEPT--22.0 FT W OF C/L OF NC 132
 EA0840'
 EA0840'ADDITIONAL REFERENCES--
 EA0840'
 EA0840'APPROX. 200 FT. AND ACROSS HIGHWAY FROM THE CORNING PLANT
 EA0840'
 EA0840'56.9 FT E OF PP WITH ALUMINUM REF. TAG
 EA0840'
 EA0840'88.3 FT SSE OF TELEPHONE JUNCTION BOX
 EA0840
 EA0840                          STATION RECOVERY (1975)
 EA0840
 EA0840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0840'4.5 MI E FROM WILMINGTON.
 EA0840'TO REACH STATION FROM THE NC 132 OVERPASS OF US 17 AND US 74, PROCEED
 EA0840'NORTH ALONG NC 132 FOR 0.45 MILE TO STATION ON LEFT IN WEST SHOULDER,
 EA0840'AND ACROSS HIGHWAY FROM THE CORNING PLANT.  22.0 FT. W OF C/L OF NC
 EA0840'132, 56.9 FT. E OF PP WITH ALUMINUM REF. TAG, AND 88.3 FT. SSE OF A
 EA0840'TELEPHONE JUNCTION BOX.  DISK IS SET IN CONCRETE CYLINDER, 2 INCHES
 EA0840'BELOW THE GROUND.
 EA0840
 EA0840                          STATION RECOVERY (1994)
 EA0840
 EA0840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0840'MARK WAS SEARCHED FOR BUT NOT FOUND, REFERENCES PLACE MARKER SITE AT
 EA0840'THE EDGE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2538 ***********************************************************************
 DD2538  DESIGNATION -  BOON
 DD2538  PID         -  DD2538
 DD2538  STATE/COUNTY-  NC/BRUNSWICK
 DD2538  USGS QUAD   -  HOLDEN BEACH (1990)
 DD2538
 DD2538                         *CURRENT SURVEY CONTROL
 DD2538  ___________________________________________________________________
 DD2538* NAD 83(2001)-  33 55 16.91459(N)    078 20 25.19396(W)     ADJUSTED  
 DD2538* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 DD2538  ___________________________________________________________________
 DD2538  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 DD2538  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DD2538  HORZ ORDER  -  FIRST
 DD2538
 DD2538.The horizontal coordinates were established by classical geodetic methods
 DD2538.and adjusted by the National Geodetic Survey in August 2005.
 DD2538
 DD2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2538
 DD2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2538
 DD2538.The geoid height was determined by GEOID03.
 DD2538
 DD2538;                    North         East     Units Scale Factor Converg.
 DD2538;SPC NC       -    19,213.760   670,608.699   MT  1.00013951   +0 22 50.7
 DD2538;SPC NC       -    63,037.14  2,200,155.37   sFT  1.00013951   +0 22 50.7
 DD2538;UTM  17      - 3,756,623.203   745,874.264   MT  1.00034531   +1 29 05.9
 DD2538
 DD2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2538!SPC NC       -   1.00000282  x   1.00013951  =   1.00014233
 DD2538!UTM  17      -   1.00000282  x   1.00034531  =   1.00034813
 DD2538
 DD2538:                Primary Azimuth Mark                     Grid Az
 DD2538:SPC NC       -  BOON RM 2 AZIMUTH                        007 49 27.2
 DD2538:UTM  17      -  BOON RM 2 AZIMUTH                        006 43 12.0
 DD2538
 DD2538|---------------------------------------------------------------------|
 DD2538| PID    Reference Object                     Distance      Geod. Az  |
 DD2538|                                                           dddmmss.s |
 DD2538| DD3821 BOON RM 2 AZIMUTH                                  0081217.9 |
 DD2538| DD2548 INTRACOASTAL WATERWAY BCN 32        APPROX. 6.5 KM 0944847.8 |
 DD2538| DD2550 INTRACOASTAL WATERWAY BCN 35        APPROX. 3.0 KM 1011801.0 |
 DD2538| DD3823 BOON RM 3                            35.610 METERS 13131     |
 DD2538| DD2549 INTRACOASTAL WATERWAY BCN 34        APPROX. 2.5 KM 2374057.7 |
 DD2538| DD2579 CAPE FEAR LITTLE RIVER LT 71A       APPROX. 4.0 KM 2484705.3 |
 DD2538| DD2583 INTRACOASTAL WATERWAY BCN 38        APPROX. 5.4 KM 2492212.4 |
 DD2538| DD2552 INTRACOASTAL WATERWAY BCN 51        APPROX. 3.2 KM 2532506.9 |
 DD2538| DD2585 INTRACOASTAL WATERWAY BCN 53        APPROX. 3.6 KM 2533421.0 |
 DD2538| DD2594 PIGOTT                              APPROX.10.0 KM 2563816.0 |
 DD2538| DD2557 BOON RM A 1965                       25.578 METERS 31632     |
 DD2538| DD3822 BOON RM 1                            38.426 METERS 35447     |
 DD2538|---------------------------------------------------------------------|
 DD2538
 DD2538                          SUPERSEDED SURVEY CONTROL
 DD2538
 DD2538  NAD 83(1986)-  33 55 16.92413(N)    078 20 25.20228(W) AD(       ) 1
 DD2538  NAD 27      -  33 55 16.30256(N)    078 20 26.19723(W) AD(       ) 1
 DD2538  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG    3  
 DD2538
 DD2538.Superseded values are not recommended for survey control.
 DD2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2538.See file dsdata.txt to determine how the superseded data were derived.
 DD2538
 DD2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4587456623(NAD 83)
 DD2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2538+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DD2538
 DD2538  HISTORY     - Date     Condition        Report By
 DD2538  HISTORY     - 1932     MONUMENTED       CGS
 DD2538  HISTORY     - 1934     GOOD             CGS
 DD2538  HISTORY     - 1942     GOOD             CGS
 DD2538  HISTORY     - 1962     GOOD             CGS
 DD2538  HISTORY     - 1965     GOOD             CGS
 DD2538  HISTORY     - 1970     GOOD             NGS
 DD2538  HISTORY     - 1971     GOOD             NGS
 DD2538  HISTORY     - 1976     GOOD             ALSTER
 DD2538  HISTORY     - 19990414 GOOD             USPSQD
 DD2538  HISTORY     - 20030502 GOOD             USPSQD
 DD2538  HISTORY     - 20050424 GOOD             USPSQD
 DD2538  HISTORY     - 20060904 GOOD             USPSQD
 DD2538
 DD2538                          STATION DESCRIPTION
 DD2538
 DD2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DD2538'ABOUT 8 MILES SOUTHWEST OF SUPPLY, AND 5 MILES SOUTH-SOUTHEAST
 DD2538'OF SHALLOTTE.  TO REACH FROM POST OFFICE AT SUPPLY, GO NORTHWEST
 DD2538'ON NARROW MACADAM 0.25 MILE TO JUNCTION WITH ROUTE 30, CONTINUE
 DD2538'WEST 1.8 MILES ON ROUTE 30, TURN LEFT BETWEEN GAS STATIONS,
 DD2538'KEEP STRAIGHT AHEAD 4.25 MILES, TAKE MAIN FORK TO RIGHT AT
 DD2538'MILEAGE SIGN BOON LANDING 5, GO 2.8 MILES TO OLD ABANDONED
 DD2538'SCHOOLHOUSE ON RIGHT, TAKE FORK JUST BEYOND THIS SCHOOLHOUSE,
 DD2538'AND PROCEED ABOUT 75 YARDS.  STATION IS SOUTH OF ABANDONED
 DD2538'CHURCH KNOWN AS OCEAN VIEW CHURCH WHICH IS ABOUT 60 YARDS TO
 DD2538'LEFT ON SAND HILL, ON LINE WITH EAST FACE OF CHURCH, 7.5
 DD2538'METERS (25 FEET) SOUTH OF SOUTHEAST CORNER, AND 11.4 METERS
 DD2538'(37 FEET) SOUTHEAST OF SOUTHWEST CORNER.  SURFACE AND
 DD2538'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 DD2538'CONCRETE.  REFERENCE MARKS ARE STANDARD
 DD2538'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 17.7 METERS
 DD2538'(58 FEET) NORTHEAST OF NORTHEAST CORNER OF CHURCH, AND 126.3
 DD2538'FEET FROM STATION N 05 DEG 12 MIN W.  NO. 2 IS AT
 DD2538'SOUTHWEST CORNER OF SCHOOLHOUSE, 1 METER (3 FEET) WEST OF
 DD2538'SMALL PORCH AT SOUTH ENTRANCE TO SCHOOL, AND APPROXIMATELY
 DD2538'200 METERS (656 FEET) FROM STATION N 08 DEG 12 MIN E.
 DD2538'NO. 3 IS IN PATH CLEARED THROUGH WOODS FROM STATION
 DD2538'TO MARK, AND 146.8 FEET FROM STATION S 48 DEG 30 MIN E.
 DD2538
 DD2538                          STATION RECOVERY (1942)
 DD2538
 DD2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2538'THIS STATION WAS RECOVERED AS DESCRIBED, EXCEPT FOR THE
 DD2538'FOLLOWING DISCREPANCIES--
 DD2538'
 DD2538'THE OLD OCEAN VIEW CHURCH HAS BEEN DESTROYED AND THE
 DD2538'STATION AND REFERENCE MARKS ARE REFERENCED TO BLAZED TREES.  THE
 DD2538'STATION IS LOCATED 48 FEET WEST OF A BLAZED 10 INCH OAK AND 47
 DD2538'FEET EAST OF A BLAZED 14 INCH OAK.  R.M. NO. 1 IS LOCATED 9.4
 DD2538'FEET EAST OF A BLAZED 8 INCH OAK AND 22.7 FEET SOUTH OF A BLAZED
 DD2538'15 INCH OAK.  R.M. NO. 3 IS LOCATED 4.0 FEET NORTHEAST OF A
 DD2538'BLAZED 4 INCH PINE AND 4.6 FEET NORTHWEST OF A BLAZED 8 INCH
 DD2538'OAK.
 DD2538'
 DD2538'THE DISTANCE FROM R.M. NO. 1 TO THE STATION IS 126.17 FEET
 DD2538'(38.457 M.) INSTEAD OF 126.3 FEET.
 DD2538'
 DD2538'THE DISTANCE FROM R.M. NO. 3 TO THE STATION IS 146.81 FEET
 DD2538'(44.748 M.) INSTEAD OF 146.8 FEET.
 DD2538'
 DD2538'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 3 IS 253.90 FEET
 DD2538'(77.389 M.)
 DD2538
 DD2538                          STATION RECOVERY (1962)
 DD2538
 DD2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 DD2538'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 DD2538'CONDITION.  LAND MARKS HAVE CHANGED A NEW DESCRIPTION FOLLOWS--
 DD2538'
 DD2538'STATION IS LOCATED ABOUT 18 MILES WEST OF SOUTHPORT, ABOUT 8
 DD2538'MILES SOUTHWEST OF SUPPLY, ABOUT 6-1/2 MILES SOUTHEAST OF
 DD2538'SHALLOTTE AND ABOUT 1 MILE NORTH OF INTERCOASTAL WATERWAY ON A
 DD2538'SAND HILL THAT IS COVERED WITH SCRUB TIMBER.  IT IS 17 FEET
 DD2538'NORTH OF AN 8 INCH OAK TREE AND 15 FEET EAST OF A 6 INCH OAK
 DD2538'TREE.  STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP
 DD2538'OF 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 DD2538'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BOON 1932.
 DD2538'
 DD2538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 17
 DD2538'AND STATE HIGHWAY NO. 211 EAST OF SUPPLY, GO SOUTHEAST ON U.S.
 DD2538'HIGHWAY NO. 17 FOR 1.7 MILES TO A ROAD FORK AND SIGN HOLDEN
 DD2538'BEACH.  TAKE LEFT FORK AND GO SOUTH, THEN WEST FOR 4.45 MILES
 DD2538'TO A SIDE ROAD RIGHT AND SIGN BOONES NECK.  TURN RIGHT AND GO
 DD2538'1.1 MILE TO A T INTERSECTION, TURN RIGHT ON SURFACED ROAD AND GO
 DD2538'NORTH AND WEST FOR 1.1 MILE TO REFERENCE MARK NO. 2 (AZIMUTH
 DD2538'MARK) ON THE RIGHT.  CONTINUE WESTERLY ON SURFACED ROAD FOR
 DD2538'0.05 MILE TO A DIM SIDE ROAD LEFT, AND END OF 2 WHEEL TRUCK
 DD2538'TRAVEL.  FROM END OF TRUCK TRAVEL PACK SOUTHWEST UP HILL
 DD2538'FOR ABOUT 200 YARDS AND STATION AS DESCRIBED.
 DD2538'
 DD2538'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 50 FEET NORTHWEST OF
 DD2538'CENTERLINE OF SURFACED ROAD AND 35 FEET WEST OF TELEPHONE
 DD2538'POLE.  IT IS MARKED BY STANDARD DISK CEMENTED IN THE TOP OF A
 DD2538'12X12 INCH CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE THE
 DD2538'SURFACE OF THE GROUND.  THE DISK IS STAMPED BOON NO. 2 1932.
 DD2538'
 DD2538'REFERENCE MARK NO. 1 IS 23-1/2 FEET SOUTH OF A 12 INCH LIVE
 DD2538'OAK TREE AND 9-1/2 FEET EAST OF AN 8 INCH RED OAK TREE.  IT IS
 DD2538'MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A 12X12 INCH
 DD2538'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 DD2538'GROUND.  THE DISK IS STAMPED BOON NO.1 1932.
 DD2538'
 DD2538'REFERENCE MARK NO. 3 IS 15 FEET NORTH OF A 6 INCH OAK TREE, 12
 DD2538'FEET SOUTH OF A 6 INCH OAK TREE AND 5 FEET WEST OF AN 8 INCH OAK
 DD2538'TREE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN THE TOP OF A
 DD2538'12X12 INCH CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 DD2538'GROUND.  THE DISK IS STAMPED BOON NO. 3 1932.
 DD2538'
 DD2538'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS NOT VISIBLE FROM THE GROUND.
 DD2538'
 DD2538'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 21.95 METERS.
 DD2538
 DD2538                          STATION RECOVERY (1965)
 DD2538
 DD2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LGB)
 DD2538'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1962
 DD2538'DESCRIPTION AND ROUTE TO THE STATION IS ADEQUATE.
 DD2538'
 DD2538'FOLLOWING ARE ADDITIONAL MEASUREMENTS PERTAINING TO THE MARKS.
 DD2538'
 DD2538'THE STATION MARK IS 63 FEET SOUTH OF A 4-INCH PINE TREE AND
 DD2538'46.6 FEET EAST-SOUTHEAST OF AN 18-INCH OAK TREE.
 DD2538'
 DD2538'REFERENCE MARK NO. 1 IS 23.5 FEET SOUTH-SOUTHWEST OF A 20-INCH
 DD2538'OAK TREE AND 9 FEET SOUTHEAST OF AN 8-INCH OAK TREE.
 DD2538'
 DD2538'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE CENTER OF
 DD2538'STATE ROAD 1137 AND 5 FEET SOUTH-SOUTHWEST OF AN 8-INCH OAK TREE.
 DD2538'
 DD2538'REFERENCE MARK NO. 3 IS 39 FEET EAST-SOUTHEAST OF A 12-INCH OAK
 DD2538'TREE AND 4.2 FEET WEST-NORTHWEST OF AN 8-INCH OAK TREE.
 DD2538'
 DD2538'HEIGHT OF LIGHT ABOVE STATION MARK 30.0 METERS.
 DD2538
 DD2538                          STATION RECOVERY (1970)
 DD2538
 DD2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 DD2538'STATION MARK, R.M. A, R.M. 1, AND R.M. 3 WERE RECOVERED IN GOOD
 DD2538'CONDITION.  R.M. NO. 2 WAS NOT SEARCHED FOR.  THE 1962 RECOVERY
 DD2538'NOTE BY R.W.T. IS ADEQUATE.  AN ADDITIONAL TO REACH FOLLOWS--FROM
 DD2538'THE POST OFFICE IN SHALLOTTE, GO NORTHWEST ON U.S. HIGHWAY
 DD2538'17 FOR 0.6 MILE TO STATE ROAD 130, TURN RIGHT (SOUTHEAST) ON
 DD2538'STATE ROAD 130 AND GO 4.9 MILES TO A T-INTERSECTION, TURN RIGHT
 DD2538'AND GO SOUTH 0.4 MILE TO A SURFACED ROAD ON THE RIGHT, TURN
 DD2538'RIGHT AND LOOK FOR A SIGN SAYING BOONES NECK (COUNTY ROUTE
 DD2538'1141), TURN RIGHT AT SIGN (SOUTHWEST) FOR 1.1 MILES TO
 DD2538'JUNCTION OF COUNTY ROUTE 1141 AND 1137, TURN RIGHT ON 1137 AND
 DD2538'GO 1.9 MILES TO A DIM ROAD ON THE LEFT, AND STATION IS UP
 DD2538'ON A SMALL HILL AS DESCRIBED.
 DD2538
 DD2538                          STATION RECOVERY (1971)
 DD2538
 DD2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DD2538'STATION WAS RECOVERED AS DESCRIBED BY S.C.M. IN 1962 AND ALL
 DD2538'MARKS INCLUDING BOON RM A ESTABLISHED BY L.G.B. IN 1965 WERE
 DD2538'FOUND TO BE IN GOOD CONDITION.  THE PROPERTY OWNERS REQUESTED
 DD2538'THAT REFERENCE MARK NO. 3 BE RELOCATED OUT OF THE PROPOSED
 DD2538'ROADBED OF A DEVELOPMENT.  SINCE THE LOTS ARE NOT YET
 DD2538'ESTABLISHED A SAFE LOCATION FOR A NEW MARK WAS NOT AVAILABLE SO
 DD2538'IT WAS DECIDED TO REPLACE THE MARK AT THE CORNER OF A LOT AT A
 DD2538'LATER DATE.  REFERENCE MARK NO. 3 WAS DESTROYED AT THIS TIME.
 DD2538'
 DD2538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DD2538'5 MILES SOUTH SOUTHEAST OF SHALLOTTE.
 DD2538
 DD2538                          STATION RECOVERY (1976)
 DD2538
 DD2538'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 DD2538'BOON 1932 OK
 DD2538'
 DD2538'BOON RMA OK
 DD2538'
 DD2538'RM 1 OK
 DD2538
 DD2538                          STATION RECOVERY (1999)
 DD2538
 DD2538'RECOVERY NOTE BY US POWER SQUADRON 1999
 DD2538'RECOVERED IN GOOD CONDITION.
 DD2538
 DD2538                          STATION RECOVERY (2003)
 DD2538
 DD2538'RECOVERY NOTE BY US POWER SQUADRON 2003
 DD2538'RECOVERED IN GOOD CONDITION.
 DD2538
 DD2538                          STATION RECOVERY (2005)
 DD2538
 DD2538'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2538'RECOVERED IN GOOD CONDITION.
 DD2538
 DD2538                          STATION RECOVERY (2006)
 DD2538
 DD2538'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD2538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2557 ***********************************************************************
 DD2557  DESIGNATION -  BOON RM A 1965
 DD2557  PID         -  DD2557
 DD2557  STATE/COUNTY-  NC/BRUNSWICK
 DD2557  USGS QUAD   -  HOLDEN BEACH (1990)
 DD2557
 DD2557                         *CURRENT SURVEY CONTROL
 DD2557  ___________________________________________________________________
 DD2557* NAD 83(2001)-  33 55 17.51698(N)    078 20 25.87903(W)     ADJUSTED  
 DD2557* NAVD 88     -        18.1    (meters)      59.     (feet)  VERTCON   
 DD2557  ___________________________________________________________________
 DD2557  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 DD2557  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 DD2557  HORZ ORDER  -  FIRST
 DD2557
 DD2557.The horizontal coordinates were established by classical geodetic methods
 DD2557.and adjusted by the National Geodetic Survey in August 2005.
 DD2557
 DD2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2557
 DD2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2557
 DD2557.The geoid height was determined by GEOID03.
 DD2557
 DD2557;                    North         East     Units Scale Factor Converg.
 DD2557;SPC NC       -    19,232.206   670,590.977   MT  1.00013945   +0 22 50.3
 DD2557;SPC NC       -    63,097.66  2,200,097.23   sFT  1.00013945   +0 22 50.3
 DD2557;UTM  17      - 3,756,641.307   745,856.185   MT  1.00034520   +1 29 05.6
 DD2557
 DD2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2557!SPC NC       -   1.00000280  x   1.00013945  =   1.00014225
 DD2557!UTM  17      -   1.00000280  x   1.00034520  =   1.00034800
 DD2557
 DD2557:                Primary Azimuth Mark                     Grid Az
 DD2557:SPC NC       -  HOWELL RESET                             074 27 19.2
 DD2557:UTM  17      -  HOWELL RESET                             073 21 03.9
 DD2557
 DD2557|---------------------------------------------------------------------|
 DD2557| PID    Reference Object                     Distance      Geod. Az  |
 DD2557|                                                           dddmmss.s |
 DD2557| DD2519 HOWELL RESET                        APPROX.12.7 KM 0745009.5 |
 DD2557| DD2538 BOON                                 25.578 METERS 13632     |
 DD2557|---------------------------------------------------------------------|
 DD2557
 DD2557                          SUPERSEDED SURVEY CONTROL
 DD2557
 DD2557  NAD 83(1986)-  33 55 17.52656(N)    078 20 25.88740(W) AD(       ) 1
 DD2557  NAD 27      -  33 55 16.90496(N)    078 20 26.88228(W) AD(       ) 1
 DD2557  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG    3  
 DD2557
 DD2557.Superseded values are not recommended for survey control.
 DD2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2557.See file dsdata.txt to determine how the superseded data were derived.
 DD2557
 DD2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4585656641(NAD 83)
 DD2557_MARKER: DS = TRIANGULATION STATION DISK
 DD2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2557+STABILITY: SURFACE MOTION
 DD2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD2557+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 DD2557
 DD2557  HISTORY     - Date     Condition        Report By
 DD2557  HISTORY     - 1965     MONUMENTED       CGS
 DD2557  HISTORY     - 20030502 GOOD             USPSQD
 DD2557  HISTORY     - 20050424 GOOD             USPSQD
 DD2557  HISTORY     - 20060904 GOOD             USPSQD
 DD2557
 DD2557                          STATION DESCRIPTION
 DD2557
 DD2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LGB)
 DD2557'THE STATION IS LOCATED 18 MILES WEST OF SOUTHPORT, 8 MILES SOUTHWEST
 DD2557'OF SUPPLY, 6-1/2 MILES SOUTHEAST OF SHALLOTTE AND ON THE HIGHEST
 DD2557'POINT OF A SMALL SANDY KNOLL COVERED WITH SMALL TIMBER.
 DD2557'
 DD2557'THE STATION MARK IS A STANDARD DISK, STAMPED---BOON RM A 1965---,
 DD2557'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 DD2557'6-INCHES.  IT IS 58.6 FEET NORTH OF A 12-INCH PINE TREE, 37.3 FEET
 DD2557'WEST OF A 6-INCH PINE TREE AND 28.4 FEET NORTHEAST OF A 8-INCH
 DD2557'OAK TREE.
 DD2557'
 DD2557'TO REACH THE STATION SEE DESCRIPTION TO STATION BOON 1932 THEREOF.
 DD2557'
 DD2557'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOON 1932,
 DD2557'NOTE DISTANCE AND DIRECTION ABOVE.
 DD2557
 DD2557                          STATION RECOVERY (2003)
 DD2557
 DD2557'RECOVERY NOTE BY US POWER SQUADRON 2003
 DD2557'RECOVERED IN GOOD CONDITION.
 DD2557
 DD2557                          STATION RECOVERY (2005)
 DD2557
 DD2557'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2557'RECOVERED IN GOOD CONDITION.
 DD2557
 DD2557                          STATION RECOVERY (2006)
 DD2557
 DD2557'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD2557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2483 ***********************************************************************
 FX2483  DESIGNATION -  BOONE
 FX2483  PID         -  FX2483
 FX2483  STATE/COUNTY-  NC/NORTHAMPTON
 FX2483  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2483
 FX2483                         *CURRENT SURVEY CONTROL
 FX2483  ___________________________________________________________________
 FX2483* NAD 83(2007)-  36 20 04.56378(N)    077 25 09.03554(W)     ADJUSTED  
 FX2483* NAVD 88     -        25.465  (meters)      83.55   (feet)  ADJUSTED  
 FX2483  ___________________________________________________________________
 FX2483  EPOCH DATE  -        2002.00
 FX2483  X           -   1,120,466.118 (meters)                     COMP
 FX2483  Y           -  -5,020,569.742 (meters)                     COMP
 FX2483  Z           -   3,758,159.613 (meters)                     COMP
 FX2483  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FX2483  ELLIP HEIGHT-          -9.083 (meters)          (02/10/07) ADJUSTED
 FX2483  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 FX2483  DYNAMIC HT  -          25.444 (meters)      83.48  (feet)  COMP
 FX2483
 FX2483  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX2483  Type    PID    Designation                      North   East  Ellip
 FX2483  -------------------------------------------------------------------
 FX2483  NETWORK FX2483 BOONE                             0.45   0.41   1.20
 FX2483  -------------------------------------------------------------------
 FX2483  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 FX2483
 FX2483  VERT ORDER  -  SECOND    CLASS II
 FX2483
 FX2483.The horizontal coordinates were established by GPS observations
 FX2483.and adjusted by the National Geodetic Survey in February 2007.
 FX2483
 FX2483.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX2483.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX2483.The horizontal coordinates are valid at the epoch date displayed above.
 FX2483.The epoch date for horizontal control is a decimal equivalence
 FX2483.of Year/Month/Day.
 FX2483
 FX2483.The orthometric height was determined by differential leveling
 FX2483.and adjusted in June 1991.
 FX2483
 FX2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX2483
 FX2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2483
 FX2483.The ellipsoidal height was determined by GPS observations
 FX2483.and is referenced to NAD 83.
 FX2483
 FX2483.The geoid height was determined by GEOID03.
 FX2483
 FX2483.The dynamic height is computed by dividing the NAVD 88
 FX2483.geopotential number by the normal gravity value computed on the
 FX2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2483.degrees latitude (g = 980.6199 gals.).
 FX2483
 FX2483.The modeled gravity was interpolated from observed gravity values.
 FX2483
 FX2483;                    North         East     Units Scale Factor Converg.
 FX2483;SPC NC       -   287,858.910   751,530.827   MT  1.00005120   +0 54 44.7
 FX2483;SPC NC       -   944,417.11  2,465,647.39   sFT  1.00005120   +0 54 44.7
 FX2483;UTM  18      - 4,023,778.523   282,870.747   MT  1.00018091   -1 26 02.1
 FX2483
 FX2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2483!SPC NC       -   1.00000143  x   1.00005120  =   1.00005263
 FX2483!UTM  18      -   1.00000143  x   1.00018091  =   1.00018234
 FX2483
 FX2483|---------------------------------------------------------------------|
 FX2483| PID    Reference Object                     Distance      Geod. Az  |
 FX2483|                                                           dddmmss.s |
 FX2483| FX2484 BOONE RM 1                           29.383 METERS 07754     |
 FX2483| FX2485 BOONE RM 2                           22.022 METERS 17015     |
 FX2483| FX2482 BOONE AZ MK                                        2411016.8 |
 FX2483| FX4185 JACKSON J S JENKINS AND CO TK       APPROX. 5.8 KM 3594339.0 |
 FX2483|---------------------------------------------------------------------|
 FX2483
 FX2483                          SUPERSEDED SURVEY CONTROL
 FX2483
 FX2483  NAD 83(2001)-  36 20 04.56448(N)    077 25 09.03568(W) AD(       ) 1
 FX2483  ELLIP H (03/13/03)   -9.096  (m)                       GP(       ) 4 2
 FX2483  NAD 83(1986)-  36 20 04.57185(N)    077 25 09.04657(W) AD(       ) 1
 FX2483  NAD 83(1993)-  36 20 04.57042(N)    077 25 09.03320(W) AD(       ) 3
 FX2483  NAD 83(1986)-  36 20 04.57272(N)    077 25 09.04426(W) AD(       ) 3
 FX2483  NAD 27      -  36 20 04.01870(N)    077 25 10.14340(W) AD(       ) 3
 FX2483  NAVD 88 (03/10/00)   25.46   (m)           83.5    (f) LEVELING    3  
 FX2483  NGVD 29 (??/??/92)   25.804  (m)           84.66   (f) ADJ UNCH    2 2
 FX2483
 FX2483.Superseded values are not recommended for survey control.
 FX2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2483.See file dsdata.txt to determine how the superseded data were derived.
 FX2483
 FX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8287123779(NAD 83)
 FX2483_MARKER: DS = TRIANGULATION STATION DISK
 FX2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2483_STAMPING: BOONE 1959
 FX2483_MARK LOGO: CGS   
 FX2483_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2483+STABILITY: SURFACE MOTION
 FX2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2483+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1993
 FX2483
 FX2483  HISTORY     - Date     Condition        Report By
 FX2483  HISTORY     - 1959     MONUMENTED       CGS
 FX2483  HISTORY     - 1975     GOOD             NCGS
 FX2483  HISTORY     - 1980     GOOD             NCGS
 FX2483  HISTORY     - 1985     GOOD             USPSQD
 FX2483  HISTORY     - 19930330 GOOD             NCGS
 FX2483
 FX2483                          STATION DESCRIPTION
 FX2483
 FX2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX2483'THE STATION IS ABOUT 4 MILES SOUTH OF JACKSON, 2.5 MILES WEST
 FX2483'OF THE SMALL SETTLEMENT OF REHOBOTH, JUST WEST OF BOONES CROSSROAD,
 FX2483'ON LAND OWNED BY THE STATE PRISON.
 FX2483'
 FX2483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 258 AND
 FX2483'STATE HIGHWAY 305 IN RICH SQUARE, GO NORTHWEST ON STATE HIGHWAY
 FX2483'305 FOR 5.9 MILES TO A CROSSROAD AND A MOBILE SERVICE STATION
 FX2483'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE BLACKTOP ROAD
 FX2483'2.4 MILES TO A T-INTERSECTION.  TURN LEFT ON THE BLACKTOP ROAD
 FX2483'AND GO 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 FX2483'WESTERLY ON THE BLACKTOP ROAD 2.5 MILES TO BOONES
 FX2483'CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 175 FEET TO A
 FX2483'DRIVEWAY LEADING TO A SMALL HOUSE AND THE STATION ON THE
 FX2483'LEFT.  (CONTINUE WEST ON THE DIRT ROAD 0.7 MILE TO
 FX2483'TWO LARGE OAK TREES AND THE AZIMUTH MARK AS DESCRIBED.)
 FX2483'
 FX2483'STATION MARKS ARE STANDARD DISKS STAMPED BOONE 1959.  THE
 FX2483'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FX2483'5 INCHES.  IT IS 175 FEET WEST OF THE CENTERLINE OF THE
 FX2483'BLACKTOP ROAD, 110 FEET NORTH OF THE NORTHWEST CORNER OF THE
 FX2483'HOUSE, 39 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 24
 FX2483'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.  THE UNDERGROUND
 FX2483'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 FX2483'THE SURFACE OF THE GROUND.  A STANDARD METAL WITNESS POST WAS
 FX2483'SET 2.5 FEET WEST OF THE MARK.
 FX2483'
 FX2483'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOONE NO 1 1959, IS
 FX2483'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FX2483'82 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD, 67.5 FEET
 FX2483'SOUTH OF THE CENTERLINE OF THE DIRT ROAD AND 9 FEET NORTH OF A
 FX2483'THREE FOOT OAK TREE.
 FX2483'
 FX2483'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOONE NO 2 1959,
 FX2483'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 FX2483'IS 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 41
 FX2483'FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT NORTH
 FX2483'OF A POWERLINE POLE WITH A SMALL TRANSFORMER.
 FX2483'
 FX2483'AZIMUTH MARK, A STANDARD DISK STAMPED BOONE 1959, IS SET IN A
 FX2483'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 115 FEET
 FX2483'WEST OF THE CENTERLINE OF THE DIRT ROAD, 34 FEET SOUTH OF THE
 FX2483'MOST NORTHERLY ONE OF TWO LARGE OAK TREES AND 5 FEET EAST OF
 FX2483'THE MOST SOUTHERLY ONE OF THE TWO LARGE OAK TREES.  A STANDARD
 FX2483'METAL WITNESS POST WAS SET 1.8 FEET SOUTH OF THE MARK.
 FX2483'
 FX2483'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX2483
 FX2483                          STATION RECOVERY (1975)
 FX2483
 FX2483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2483'3.8 MI S FROM JACKSON.
 FX2483'TO REACH STATION FROM THE COURTHOUSE IN JACKSON, PROCEED SOUTH ALONG
 FX2483'SR 1108 (DEPOT STREET) FOR 3.85 MILES TO BOONES CROSSROADS AND STATION
 FX2483'IN SW QUADRANT OF INTERSECTION.  35.8 IN. NNW OF C/L OF SR 1131, 174.1
 FX2483'FT. WSW OF C/L OF SR 1108, 176.0 FT. SW OF C/L OF CROSSROADS
 FX2483'INTERSECTION AT NAIL AND CAP, 72.3 FT. NORTH OF BOONE RM 2, 96.2 FT.
 FX2483'WEST OF BOONE RM 1, AND 2.5 FT. EAST OF WITNESS POST. DISK IS SET IN
 FX2483'TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 FX2483
 FX2483                          STATION RECOVERY (1980)
 FX2483
 FX2483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2483'THE STATION, REFERENCE MARK NO 1 AND REFERENCE MARK NO 2 WERE
 FX2483'RECOVERED IN GOOD CONDITION.  THE AZIMUTH NARK WAS SEARCHED FOR AND
 FX2483'NOT FOUND, HOWEVER LATER IN THE NCGS FILES A 1975 BENCH MARK
 FX2483'DESCRIPTION OF THE AZIMUTH MARK WAS FOUND BEARING ADDITIONAL
 FX2483'REFERENCES AND ARE ADDED BELOW.  NCGS TRAVERSE
 FX2483'STATION--OLDHOUSE--WAS SET ABOUT 0.8 MILE NORTH OF STATION--BOONE--AND
 FX2483'MAY SERVE AS AN AZIMUTH (SEE DESCRIPTION THEREOF).  A COMPLETE NEW
 FX2483'DESCRIPTION FOLLOWS.
 FX2483'
 FX2483'REFERENCE MARK 1 STAMPED---BOONE NO 1 1959---IS A STANDARD DISK SET IN
 FX2483'TOP OF A SQUARE CONCRETE MONUMENT 3 INCHES ABOVE GROUND SURFACE.  IT
 FX2483'IS 82.5 FEET WEST OF THE CENTERLINE OF SR 1108, 64.4 FEET SOUTH OF
 FX2483'CENTERLINE OF SR 1131, 10.9 FEET NORTH OF 3 FOOT ELM WITH REFERENCE
 FX2483'TAG AND 31.5 FEET EAST OF TELEPHONE POLE WITH REFERENCE TAG.
 FX2483'REFERENCE MARK 2 STAMPED---BOONE NO 2 1959---IS A STANDARD DISK SET IN
 FX2483'TOP OF A SQUARE CONCRETE MONUMENT, 1 INCH ABOVE GROUND SURFACE.  IT IS
 FX2483'103.9 FEET SOUTH OF CENTERLINE OF SR 1131, 41 FEET WEST OF CENTERLINE
 FX2483'OF SR 1108, 1.4 FEET NORTH OF POWER POLE WITH REFERENCE TAG AND 64.6
 FX2483'FEET WEST OF 36 INCH ELM WITH REFERENCE TAG.  THE AZIMUTH MARK WAS
 FX2483'SAID IN 1975 BY NCGS TO BE SET IN TOP OF A SQUARE CONCRETE MONUMENT
 FX2483'WHICH IS 6 INCHES ABOVE GROUND SURFACE.  IT IS 72.4 FEET SOUTH
 FX2483'SOUTHEAST OF CENTERLINE OF SR 1131, 126.2 FEET EAST-NORTHEAST OF
 FX2483'CENTERLINE OF DRIVEWAY TO PARKING LOT, 33.9 FEET SOUTH-SOUTHWEST OF
 FX2483'A 40 INCH OAK WITH REFERENCE TAG AND 30.2 FEET NORTH OF AN 8 INCH
 FX2483'WILLOW OAK WITH REFERENCE TAG.
 FX2483
 FX2483                          STATION RECOVERY (1985)
 FX2483
 FX2483'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2483'RECOVERED IN GOOD CONDITION.
 FX2483
 FX2483                          STATION RECOVERY (1993)
 FX2483
 FX2483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2483'RECOVERED MARCH 1993 IN GOOD CONDITION WITH THE FOLLOWING ADDITIONAL
 FX2483'INFORMATION. STATION IS LOCATED AT BOONES CROSSROADS, IN THE SOUTHWEST
 FX2483'QUADRANT OF SR 1108 (BRYANTOWN ROAD) AND SR 1131 (ODOM PRISON ROAD),
 FX2483'IN A PICNIC AREA (FORMERLY SITE OF A HOUSE) OWNED BY THE ODOM
 FX2483'CORRECTIONAL INSTITUTE.  STATION IS 3.85 MI (6.20 KM) SOUTH ALONG SR
 FX2483'1108 FROM US 158 AT THE COURTHOUSE IN JACKSON. MARK IS LOCATED 35.8 FT
 FX2483'(10.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1131, AND 96.5 FT
 FX2483'(29.4 M) NORTHWEST OF A 36-INCH ELM WITH A REFERENCE TAG. AZIMUTH
 FX2483'MARK--BOONE 1959--WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 FX2483'BY ODOM PRISON ADDITIONS AND CONSTRUCTION.  NCGS STATION--ODOM
 FX2483'1993--WAS SET IN THE VICINITY AND WILL SERVE AS AN AZIMUTH. SEE
 FX2483'PUBLISHED DESCRIPTION FOR LOCATION AND POSITION DATA. ODOM PRISON
 FX2483'WATER TANK IS VISIBLE FROM THE STATION AND THE GRID AZIMUTH IS
 FX2483'243-42-21.85
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2624 ***********************************************************************
 FA2624  DESIGNATION -  BOONE
 FA2624  PID         -  FA2624
 FA2624  STATE/COUNTY-  NC/DAVIE
 FA2624  USGS QUAD   -  MOCKSVILLE (1994)
 FA2624
 FA2624                         *CURRENT SURVEY CONTROL
 FA2624  ___________________________________________________________________
 FA2624* NAD 83(2001)-  35 54 33.12285(N)    080 34 42.90735(W)     ADJUSTED  
 FA2624* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 FA2624  ___________________________________________________________________
 FA2624  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FA2624  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 FA2624  HORZ ORDER  -  SECOND
 FA2624
 FA2624.The horizontal coordinates were established by classical geodetic methods
 FA2624.and adjusted by the National Geodetic Survey in August 2005.
 FA2624
 FA2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2624
 FA2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2624
 FA2624.The geoid height was determined by GEOID03.
 FA2624
 FA2624;                    North         East     Units Scale Factor Converg.
 FA2624;SPC NC       -   240,659.197   467,121.958   MT  0.99993831   -0 54 40.0
 FA2624;SPC NC       -   789,562.72  1,532,549.29   sFT  0.99993831   -0 54 40.0
 FA2624;UTM  17      - 3,973,959.586   538,024.697   MT  0.99961782   +0 14 49.8
 FA2624
 FA2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2624!SPC NC       -   0.99996600  x   0.99993831  =   0.99990431
 FA2624!UTM  17      -   0.99996600  x   0.99961782  =   0.99958383
 FA2624
 FA2624|---------------------------------------------------------------------|
 FA2624| PID    Reference Object                     Distance      Geod. Az  |
 FA2624|                                                           dddmmss.s |
 FA2624| FA2623 ST FRANCIS                          398.577 METERS 16117     |
 FA2624| FA2625 KENTUCKY                            APPROX. 0.7 KM 3323754.1 |
 FA2624|---------------------------------------------------------------------|
 FA2624
 FA2624                          SUPERSEDED SURVEY CONTROL
 FA2624
 FA2624  NAD 83(1986)-  35 54 33.13070(N)    080 34 42.91072(W) AD(       ) 2
 FA2624  NAD 27      -  35 54 32.63774(N)    080 34 43.69462(W) AD(       ) 2
 FA2624  NGVD 29 (07/19/86)  249.2    (m)          818.     (f) VERT ANG    3  
 FA2624
 FA2624.Superseded values are not recommended for survey control.
 FA2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2624.See file dsdata.txt to determine how the superseded data were derived.
 FA2624
 FA2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3802573960(NAD 83)
 FA2624_MARKER: DE = TRAVERSE STATION DISK
 FA2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2624_STAMPING: BOONE 1973
 FA2624_MARK LOGO: NCGS  
 FA2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2624+STABILITY: SURFACE MOTION
 FA2624
 FA2624  HISTORY     - Date     Condition        Report By
 FA2624  HISTORY     - 1973     MONUMENTED       NCGS
 FA2624  HISTORY     - 20050110 GOOD             GEOCAC
 FA2624
 FA2624                          STATION DESCRIPTION
 FA2624
 FA2624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2624'BOONE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2624'THE VICINITY OF MOCKSVILLE, NORTH CAROLINA.
 FA2624'
 FA2624'BOONE IS LOCATED APPROXIMATELY 2.0 MILES NW OF MOCKSVILLE, AND 2.4
 FA2624'MILES SW OF SMALL COMMUNITY OF MAINE.  TO REACH STATION FROM
 FA2624'INTERSECTION OF U.S. 64 WITH U.S. 601 NW OF MOCKSVILLE.  PROCEED NW
 FA2624'ALONG U.S. 601 FOR 0.60 MILES TO STATION ON THE RIGHT, AT A CEMETERY
 FA2624'WHERE DANIEL BOONES PARENTS ARE BURIED, AND 0.40 MILES SE OF SR 1461
 FA2624'(COUNTRY LANE).
 FA2624'
 FA2624'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOONE
 FA2624'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2624'FLUSH WITH THE GROUND.
 FA2624'
 FA2624'MARK IS 33.6 FT ENE OF C/L OF U.S. 601.
 FA2624'
 FA2624'72.0 FT SSE OF C/L OF NORTHERNMOST DRIVEWAY TO CEMETERY.
 FA2624'
 FA2624'38.7 FT NNW OF C/L OF SOUTHERNMOST DRIVEWAY TO CEMETERY.
 FA2624'
 FA2624'17 FT NW OF NW CORNER OF BASE OF YOUNG - LONG HEADSTONE.
 FA2624'
 FA2624'50.4 FT NNW OF HISTORICAL SIGN MARKER POST (M-3).
 FA2624'
 FA2624'13.7 FT SSE OF 18 IN PINE W/ALUMINUM REF. TAG.
 FA2624'
 FA2624'10.7 FT N OF 12 IN CEDAR W/ALUMINUM REF. TAG.
 FA2624
 FA2624                          STATION RECOVERY (2005)
 FA2624
 FA2624'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FA2624'GOOD CONDITION, AS DESCRIBED. RECESSED TWO INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4096 ***********************************************************************
 EZ4096  DESIGNATION -  BOONE
 EZ4096  PID         -  EZ4096
 EZ4096  STATE/COUNTY-  NC/NASH
 EZ4096  USGS QUAD   -  MIDDLESEX (1978)
 EZ4096
 EZ4096                         *CURRENT SURVEY CONTROL
 EZ4096  ___________________________________________________________________
 EZ4096* NAD 83(2001)-  35 48 33.27033(N)    078 13 24.40991(W)     ADJUSTED  
 EZ4096* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 EZ4096  ___________________________________________________________________
 EZ4096  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EZ4096  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 EZ4096  HORZ ORDER  -  SECOND
 EZ4096
 EZ4096.The horizontal coordinates were established by classical geodetic methods
 EZ4096.and adjusted by the National Geodetic Survey in August 2005.
 EZ4096
 EZ4096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4096
 EZ4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4096
 EZ4096.The geoid height was determined by GEOID03.
 EZ4096
 EZ4096;                    North         East     Units Scale Factor Converg.
 EZ4096;SPC NC       -   228,710.514   679,779.974   MT  0.99991982   +0 26 53.5
 EZ4096;SPC NC       -   750,361.08  2,230,244.80   sFT  0.99991982   +0 26 53.5
 EZ4096;UTM  17      - 3,966,349.139   750,876.599   MT  1.00037563   +1 37 31.4
 EZ4096
 EZ4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4096!SPC NC       -   0.99999019  x   0.99991982  =   0.99991001
 EZ4096!UTM  17      -   0.99999019  x   1.00037563  =   1.00036582
 EZ4096
 EZ4096                          SUPERSEDED SURVEY CONTROL
 EZ4096
 EZ4096  NAD 83(1986)-  35 48 33.27770(N)    078 13 24.42116(W) AD(       ) 2
 EZ4096  NAD 27      -  35 48 32.71879(N)    078 13 25.43299(W) AD(       ) 2
 EZ4096  NGVD 29 (07/19/86)   97.     (m)          318.     (f) VERT ANG    3  
 EZ4096
 EZ4096.Superseded values are not recommended for survey control.
 EZ4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4096.See file dsdata.txt to determine how the superseded data were derived.
 EZ4096
 EZ4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5087766349(NAD 83)
 EZ4096_MARKER: DE = TRAVERSE STATION DISK
 EZ4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4096_STAMPING: BOONE 1969
 EZ4096_MARK LOGO: NCGS  
 EZ4096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4096+STABILITY: SURFACE MOTION
 EZ4096
 EZ4096  HISTORY     - Date     Condition        Report By
 EZ4096  HISTORY     - 1969     MONUMENTED       NCGS
 EZ4096  HISTORY     - 1972     GOOD             NCGS
 EZ4096  HISTORY     - 1976     MARK NOT FOUND   USGS
 EZ4096
 EZ4096                          STATION DESCRIPTION
 EZ4096
 EZ4096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ4096'BOONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4096'IN THE VICINITY OF MIDDLESEX, NORTH CAROLINA.
 EZ4096'
 EZ4096'BOONE IS LOCATED APPROXIMATELY 1.7 MILES NORTHWEST OF
 EZ4096'MIDDLESEX.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4096'U.S. 264 AND NC 231 IN MIDDLESEX, GO WEST ON U.S. 264 FOR 1.3
 EZ4096'MILES TO INTERSECTION OF U.S. 264 AND SR 1124, TURN RIGHT (NORTH)
 EZ4096'ON SR 1124 FOR 0.7 MILE TO INTERSECTION OF SR 1124 AND SR 1126,
 EZ4096'CONTINUE ON SR 1124 FOR 0.05 MILE TO STATION ON EAST SIDE OF
 EZ4096'ROAD ON BANK APPROXIMATELY 5 FEET HIGH.
 EZ4096'
 EZ4096'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4096'BOONE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4096'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4096'
 EZ4096'MARK IS
 EZ4096'
 EZ4096'50.4 FT S OF PP 15, WITH ALUMINUM REF. TAG
 EZ4096'
 EZ4096'25.2 FT E OF SR 1124
 EZ4096'
 EZ4096'38.3 FT W OF 30 INCH PECAN TREE
 EZ4096'
 EZ4096'24.7 FT NW OF 40 INCH MAPLE TREE
 EZ4096'
 EZ4096'49.2 FT NW OF NW CORNER OF WOOD FRAME HOUSE
 EZ4096'
 EZ4096'167.5 FT NNE OF CENTER OF SR 1124 AND SR 1126
 EZ4096'
 EZ4096'66.4 FT ENE OF NE CORNER OF BARN ACROSS SR 1124 FROM STATION
 EZ4096
 EZ4096                          STATION RECOVERY (1972)
 EZ4096
 EZ4096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4096'STATION FOUND IN GOOD CONDITION.
 EZ4096
 EZ4096                          STATION RECOVERY (1976)
 EZ4096
 EZ4096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RLM)
 EZ4096'NOT FOUND.  PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4053 ***********************************************************************
 FX4053  DESIGNATION -  BOONE
 FX4053  PID         -  FX4053
 FX4053  STATE/COUNTY-  NC/GATES
 FX4053  USGS QUAD   -  WHALEYVILLE (1981)
 FX4053
 FX4053                         *CURRENT SURVEY CONTROL
 FX4053  ___________________________________________________________________
 FX4053* NAD 83(2001)-  36 30 31.64837(N)    076 43 14.18313(W)     ADJUSTED  
 FX4053* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 FX4053  ___________________________________________________________________
 FX4053  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FX4053  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 FX4053  HORZ ORDER  -  SECOND
 FX4053
 FX4053.The horizontal coordinates were established by classical geodetic methods
 FX4053.and adjusted by the National Geodetic Survey in August 2005.
 FX4053
 FX4053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4053
 FX4053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4053
 FX4053.The geoid height was determined by GEOID03.
 FX4053
 FX4053;                    North         East     Units Scale Factor Converg.
 FX4053;SPC NC       -   308,404.141   813,796.738   MT  1.00011348   +1 18 56.2
 FX4053;SPC NC       - 1,011,822.59  2,669,931.46   sFT  1.00011348   +1 18 56.2
 FX4053;UTM  18      - 4,041,759.893   345,921.231   MT  0.99989250   -1 01 25.9
 FX4053
 FX4053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4053!SPC NC       -   1.00000221  x   1.00011348  =   1.00011569
 FX4053!UTM  18      -   1.00000221  x   0.99989250  =   0.99989471
 FX4053
 FX4053:                Primary Azimuth Mark                     Grid Az
 FX4053:SPC NC       -  PATH                                     061 59 05.4
 FX4053:UTM  18      -  PATH                                     064 19 27.5
 FX4053
 FX4053|---------------------------------------------------------------------|
 FX4053| PID    Reference Object                     Distance      Geod. Az  |
 FX4053|                                                           dddmmss.s |
 FX4053| FX4054 PATH                                APPROX. 0.9 KM 0631801.6 |
 FX4053|---------------------------------------------------------------------|
 FX4053
 FX4053                          SUPERSEDED SURVEY CONTROL
 FX4053
 FX4053  NAD 83(1993)-  36 30 31.64895(N)    076 43 14.18809(W) AD(       ) 2
 FX4053  NAD 83(1986)-  36 30 31.65957(N)    076 43 14.21130(W) AD(       ) 2
 FX4053  NAD 27      -  36 30 31.10776(N)    076 43 15.37142(W) AD(       ) 2
 FX4053  NGVD 29 (07/19/86)   22.4    (m)           73.     (f) VERT ANG    3  
 FX4053
 FX4053.Superseded values are not recommended for survey control.
 FX4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4053.See file dsdata.txt to determine how the superseded data were derived.
 FX4053
 FX4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4592141760(NAD 83)
 FX4053_MARKER: DE = TRAVERSE STATION DISK
 FX4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4053_STAMPING: BOONE 1973
 FX4053_MARK LOGO: NCGS  
 FX4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4053+STABILITY: SURFACE MOTION
 FX4053
 FX4053  HISTORY     - Date     Condition        Report By
 FX4053  HISTORY     - 1973     MONUMENTED       NCGS
 FX4053  HISTORY     - 1980     GOOD             NCGS
 FX4053
 FX4053                          STATION DESCRIPTION
 FX4053
 FX4053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4053'BOONE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX4053'VICINITY OF GATES, NORTH CAROLINA.
 FX4053'
 FX4053'BOONE IS LOCATED APPROXIMATELY 2.7 MILES EAST OF GATES, AND 7.4 MILES
 FX4053'NORTH OF GATESVILLE.  TO REACH STATION FROM THE OFFSET INTERSECTION
 FX4053'OF SR 1300 WITH SR 1304 (AT WILLEYTON SIGN), 2.0 MILES EAST OF
 FX4053'GATES, PROCEED ENE ALONG SR 1304 FOR 0.75 MILES TO STATION ON
 FX4053'RIGHT ON EAST SIDE OF DRIVEWAY TO TWO-STORY HOME, AND INSIDE OF
 FX4053'FENCE. 1.5 MILES WSW OF INTERSECTION WITH SR 1311 NORTH (AT
 FX4053'HAZELTON SIGN).
 FX4053'
 FX4053'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOONE
 FX4053'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FX4053'FLUSH WITH THE SURFACE OF THE GROUND.
 FX4053'
 FX4053'MARK IS
 FX4053'52.6 FEET SSE OF C/L OF SR 1304.
 FX4053'13.0 FEET ENE OF C/L OF DRIVEWAY.
 FX4053'20.6 FEET ESE OF C/L OF METAL PIPE BRIDGE.
 FX4053'63.8 FEET SW OF CORNER FENCE POST BETWEEN WOOD AND WIRE FENCE
 FX4053'W/ALUMINUM REF. TAG.
 FX4053'20.7 FEET SSE OF TELEPHONE PEDESTAL.
 FX4053
 FX4053                          STATION RECOVERY (1980)
 FX4053
 FX4053'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX4053'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3814 ***********************************************************************
 FB3814  DESIGNATION -  BOONE
 FB3814  PID         -  FB3814
 FB3814  STATE/COUNTY-  NC/YANCEY
 FB3814  USGS QUAD   -  MT MITCHELL (1946)
 FB3814
 FB3814                         *CURRENT SURVEY CONTROL
 FB3814  ___________________________________________________________________
 FB3814* NAD 83(2001)-  35 51 16.47044(N)    082 18 10.19127(W)     ADJUSTED  
 FB3814* NAVD 88     -       860.7    (meters)    2824.     (feet)  VERTCON   
 FB3814  ___________________________________________________________________
 FB3814  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 FB3814  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 FB3814  HORZ ORDER  -  SECOND
 FB3814
 FB3814.The horizontal coordinates were established by classical geodetic methods
 FB3814.and adjusted by the National Geodetic Survey in August 2005.
 FB3814
 FB3814.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3814
 FB3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3814
 FB3814.The geoid height was determined by GEOID03.
 FB3814
 FB3814;                    North         East     Units Scale Factor Converg.
 FB3814;SPC NC       -   238,427.902   311,336.591   MT  0.99992783   -1 54 22.7
 FB3814;SPC NC       -   782,242.21  1,021,443.47   sFT  0.99992783   -1 54 22.7
 FB3814;UTM  17      - 3,968,602.387   382,360.535   MT  0.99977053   -0 45 47.5
 FB3814
 FB3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3814!SPC NC       -   0.99986964  x   0.99992783  =   0.99979748
 FB3814!UTM  17      -   0.99986964  x   0.99977053  =   0.99964020
 FB3814
 FB3814                          SUPERSEDED SURVEY CONTROL
 FB3814
 FB3814  NAD 83(1995)-  35 51 16.46986(N)    082 18 10.18995(W) AD(       ) 2
 FB3814  NAD 83(1986)-  35 51 16.47806(N)    082 18 10.19553(W) AD(       ) 2
 FB3814  NGVD 29 (02/22/93)  860.8    (m)         2824.     (f) VERT ANG    3  
 FB3814
 FB3814.Superseded values are not recommended for survey control.
 FB3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3814.See file dsdata.txt to determine how the superseded data were derived.
 FB3814
 FB3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8236168602(NAD 83)
 FB3814_MARKER: DE = TRAVERSE STATION DISK
 FB3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3814_SP_SET: CONCRETE POST
 FB3814_STAMPING: BOONE 1982
 FB3814_MARK LOGO: NCGS  
 FB3814_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3814+STABILITY: SURFACE MOTION
 FB3814
 FB3814  HISTORY     - Date     Condition        Report By
 FB3814  HISTORY     - 1982     MONUMENTED       NCGS
 FB3814
 FB3814                          STATION DESCRIPTION
 FB3814
 FB3814'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3814'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTHEAST OF PENSACOLA
 FB3814'AND 6.9 KM (4.3 MI) SOUTH OF BURNSVILLE.
 FB3814'TO REACH THE STATION FROM THE INTERSECTION OF NC 197 AND SR 1102
 FB3814'(CATTAIL ROAD) AT PENSACOLA, PROCEED NORTH ALONG NC 197 FOR 0.9 KM
 FB3814'(0.55 MI) TO A PRIVATE DRIVE ON THE RIGHT, THENCE EAST ALONG THE DRIVE
 FB3814'FOR 100 FT TO THE STATION ON THE RIGHT, OR 0.5 KM (0.3 MI) SOUTH OF SR
 FB3814'1184.
 FB3814'THE STATION IS A STANDARD NCGS DISK STAMPED---BOONE 1982---, SET INTO
 FB3814'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3814'GROUND.  LOCATED 31.4 METERS (103.0 FT) EAST OF THE CENTERLINE OF NC
 FB3814'197, 3.3 METERS (10.8 FT) SOUTH OF THE CENTERLINE OF A DRIVE--AND 1.4
 FB3814'METERS (4.6 FT) WEST OF A FENCE POST, 21.3 METERS (69.9 FT)
 FB3814'NORTH-NORTHEAST OF A POWER POLE, 22.3 METERS (73.3 FT) SOUTH-SOUTHEAST
 FB3814'OF A TELEPHONE POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2693 ***********************************************************************
 AB2693  DESIGNATION -  BOONE
 AB2693  PID         -  AB2693
 AB2693  STATE/COUNTY-  NC/HAYWOOD
 AB2693  USGS QUAD   -  WAYNESVILLE (1979)
 AB2693
 AB2693                         *CURRENT SURVEY CONTROL
 AB2693  ___________________________________________________________________
 AB2693* NAD 83(2007)-  35 28 08.49669(N)    082 58 26.19174(W)     ADJUSTED  
 AB2693* NAVD 88     -       927.1    (meters)    3042.     (feet)  VERTCON   
 AB2693  ___________________________________________________________________
 AB2693  EPOCH DATE  -        2002.00
 AB2693  X           -     636,207.006 (meters)                     COMP
 AB2693  Y           -  -5,162,080.512 (meters)                     COMP
 AB2693  Z           -   3,680,891.165 (meters)                     COMP
 AB2693  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AB2693  ELLIP HEIGHT-         898.551 (meters)          (02/10/07) ADJUSTED
 AB2693  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AB2693
 AB2693  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2693  Type    PID    Designation                      North   East  Ellip
 AB2693  -------------------------------------------------------------------
 AB2693  NETWORK AB2693 BOONE                             1.86   1.47   5.74
 AB2693  -------------------------------------------------------------------
 AB2693
 AB2693.The horizontal coordinates were established by GPS observations
 AB2693.and adjusted by the National Geodetic Survey in February 2007.
 AB2693
 AB2693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2693.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2693.The horizontal coordinates are valid at the epoch date displayed above.
 AB2693.The epoch date for horizontal control is a decimal equivalence
 AB2693.of Year/Month/Day.
 AB2693
 AB2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2693
 AB2693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2693
 AB2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2693
 AB2693.The ellipsoidal height was determined by GPS observations
 AB2693.and is referenced to NAD 83.
 AB2693
 AB2693.The geoid height was determined by GEOID03.
 AB2693
 AB2693;                    North         East     Units Scale Factor Converg.
 AB2693;SPC NC       -   197,909.981   249,049.199   MT  0.99987976   -2 17 37.1
 AB2693;SPC NC       -   649,309.66    817,088.91   sFT  0.99987976   -2 17 37.1
 AB2693;UTM  17      - 3,926,849.028   320,896.699   MT  0.99999532   -1 08 44.6
 AB2693
 AB2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2693!SPC NC       -   0.99985898  x   0.99987976  =   0.99973876
 AB2693!UTM  17      -   0.99985898  x   0.99999532  =   0.99985431
 AB2693
 AB2693                          SUPERSEDED SURVEY CONTROL
 AB2693
 AB2693  NAD 83(2001)-  35 28 08.49660(N)    082 58 26.19178(W) AD(       ) 1
 AB2693  ELLIP H (03/13/03)  898.551  (m)                       GP(       ) 4 2
 AB2693  NAD 83(1995)-  35 28 08.49671(N)    082 58 26.19176(W) AD(       ) 1
 AB2693  NAD 83(1986)-  35 28 08.50394(N)    082 58 26.19169(W) AD(       ) 1
 AB2693  NAD 83(1986)-  35 28 08.50369(N)    082 58 26.19117(W) AD(       ) 1
 AB2693  NGVD 29 (04/26/96)  927.1    (m)         3042.     (f) GPS OBS     3  
 AB2693
 AB2693.Superseded values are not recommended for survey control.
 AB2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2693.See file dsdata.txt to determine how the superseded data were derived.
 AB2693
 AB2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2089726849(NAD 83)
 AB2693_MARKER: DE = TRAVERSE STATION DISK
 AB2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2693_STAMPING: BOONE 1986
 AB2693_MARK LOGO: NCGS  
 AB2693_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2693+STABILITY: SURFACE MOTION
 AB2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2693+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AB2693
 AB2693  HISTORY     - Date     Condition        Report By
 AB2693  HISTORY     - 1986     MONUMENTED       NCGS
 AB2693
 AB2693                          STATION DESCRIPTION
 AB2693
 AB2693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AB2693'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTHEAST OF WAYNESVILLE.
 AB2693'PROCEED ALONG US 276, 2.8 KM (1.7 MI) SOUTHEAST FROM THE US 23
 AB2693'BUSINESS (MAIN STREET) JUNCTION (IN WAYNESVILLE) TO SR 1134, THENCE
 AB2693'SOUTHWEST ALONG SR 1134 FOR 1.3 KM (0.8 MI) TO GAP AND STATION
 AB2693'APPROXIMATELY 250 FEET SOUTH IN PASTURE NEAR FENCE LINE. MARK IS FLUSH
 AB2693'WITH GROUND. LOCATED 76 M (249.3 FT) SOUTH OF THE CENTERLINE OF SR
 AB2693'1134 (APPROXIMATE DISTANCE), 5.33 M (17.49 FT) EAST OF A FENCE POST,
 AB2693'5.33 M (17.49 FT) SOUTHEAST OF A FENCE POST, 47.4 M (155.5 FT)
 AB2693'NORTHEAST FROM A 14-INCH LOCUST, AND 85.65 M (281.00 FT)
 AB2693'SOUTH-SOUTHWEST OF A 32-INCH HICKORY (SLOPE DISTANCE) ALL WITH
 AB2693'REFERENCE TAGS. MARK IS APPROXIMATELY 100 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4979 ***********************************************************************
 AJ4979  DESIGNATION -  BOONE 2
 AJ4979  PID         -  AJ4979
 AJ4979  STATE/COUNTY-  NC/BRUNSWICK
 AJ4979  USGS QUAD   -  HOLDEN BEACH (1990)
 AJ4979
 AJ4979                         *CURRENT SURVEY CONTROL
 AJ4979  ___________________________________________________________________
 AJ4979* NAD 83(2007)-  33 54 20.14088(N)    078 21 25.33590(W)     ADJUSTED  
 AJ4979* NAVD 88     -         2.1    (meters)       7.     (feet)  GPS OBS   
 AJ4979  ___________________________________________________________________
 AJ4979  EPOCH DATE  -        2002.00
 AJ4979  X           -   1,069,419.719 (meters)                     COMP
 AJ4979  Y           -  -5,190,046.026 (meters)                     COMP
 AJ4979  Z           -   3,537,741.590 (meters)                     COMP
 AJ4979  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 AJ4979  ELLIP HEIGHT-         -33.736 (meters)          (02/10/07) ADJUSTED
 AJ4979  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 AJ4979
 AJ4979  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4979  Type    PID    Designation                      North   East  Ellip
 AJ4979  -------------------------------------------------------------------
 AJ4979  NETWORK AJ4979 BOONE 2                           0.78   0.71   2.59
 AJ4979  -------------------------------------------------------------------
 AJ4979
 AJ4979.The horizontal coordinates were established by GPS observations
 AJ4979.and adjusted by the National Geodetic Survey in February 2007.
 AJ4979
 AJ4979.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4979.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4979.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4979.The epoch date for horizontal control is a decimal equivalence
 AJ4979.of Year/Month/Day.
 AJ4979
 AJ4979.The orthometric height was determined by GPS observations and a
 AJ4979.high-resolution geoid model.
 AJ4979
 AJ4979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4979
 AJ4979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4979
 AJ4979.The ellipsoidal height was determined by GPS observations
 AJ4979.and is referenced to NAD 83.
 AJ4979
 AJ4979.The geoid height was determined by GEOID03.
 AJ4979
 AJ4979;                    North         East     Units Scale Factor Converg.
 AJ4979;SPC NC       -    17,454.136   669,075.038   MT  1.00014586   +0 22 16.0
 AJ4979;SPC NC       -    57,264.11  2,195,123.69   sFT  1.00014586   +0 22 16.0
 AJ4979;UTM  17      - 3,754,833.999   744,374.497   MT  1.00033625   +1 28 30.2
 AJ4979
 AJ4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4979!SPC NC       -   1.00000530  x   1.00014586  =   1.00015116
 AJ4979!UTM  17      -   1.00000530  x   1.00033625  =   1.00034155
 AJ4979
 AJ4979:                Primary Azimuth Mark                     Grid Az
 AJ4979:SPC NC       -  CAMP                                     084 04 57.9
 AJ4979:UTM  17      -  CAMP                                     082 58 43.7
 AJ4979
 AJ4979|---------------------------------------------------------------------|
 AJ4979| PID    Reference Object                     Distance      Geod. Az  |
 AJ4979|                                                           dddmmss.s |
 AJ4979| AJ4978 CAMP                                483.173 METERS 0842713.9 |
 AJ4979|---------------------------------------------------------------------|
 AJ4979
 AJ4979                          SUPERSEDED SURVEY CONTROL
 AJ4979
 AJ4979  NAD 83(2001)-  33 54 20.14099(N)    078 21 25.33548(W) AD(       ) 1
 AJ4979  ELLIP H (03/13/03)  -33.725  (m)                       GP(       ) 4 2
 AJ4979  NAD 83(1986)-  33 54 20.15015(N)    078 21 25.34468(W) AD(       ) 1
 AJ4979
 AJ4979.Superseded values are not recommended for survey control.
 AJ4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4979.See file dsdata.txt to determine how the superseded data were derived.
 AJ4979
 AJ4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4437454834(NAD 83)
 AJ4979_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4979_STAMPING: BOONE 2 1981
 AJ4979_MARK LOGO: NGS   
 AJ4979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4979+STABILITY: SURFACE MOTION
 AJ4979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4979+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1999
 AJ4979
 AJ4979  HISTORY     - Date     Condition        Report By
 AJ4979  HISTORY     - 1981     MONUMENTED       NGS
 AJ4979  HISTORY     - 19991020 GOOD             NCGS
 AJ4979
 AJ4979                          STATION DESCRIPTION
 AJ4979
 AJ4979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AJ4979'STATION REPLACES STATION BOONE 1962.  IT IS ON HOLDEN BEACH ABOUT 7
 AJ4979'MILES (11.3 KM) SOUTH-SOUTHEAST OF SHALLOTTE ON ROAD RIGHT-OF-WAY IN
 AJ4979'THE NORTHEAST ANGLE OF INTERSECTION OF OCEAN BLVD W AND SHELL DR.  TO
 AJ4979'REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 AJ4979'INTERCOASTAL WATER WAY IN HOLDEN, GO SOUTH ON STATE ROUTE 130 FOR 0.15
 AJ4979'MILE (0.24 KM) TO THE TEE INTERSECTION WITH OCEAN BLVD W, TURN RIGHT
 AJ4979'AND GO WEST ON OCEAN BLVD W FOR 5.35 MILES (8.61 KM) TO THE MARKS IN
 AJ4979'THE RIGHT.  CONTINUE WEST ON OCEAN BLVE W FOR 0.25 MILES (0.40 KM) TO
 AJ4979'THE CORPS OF ENGINEERS MARK ON A HIGH SAND DUNE ON THE LEFT.
 AJ4979' 
 AJ4979'STATION MARKS ARE STANDARD DISKS STAMPED---BOONE 2 1981---. THE
 AJ4979'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 0.30
 AJ4979'METERS (0.98 FT) IN DIAMETER AND FLUSH WITH THE GROUND.  THE
 AJ4979'SUB-SURFACE MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 1.2 METERS
 AJ4979'(3.9 FT) BELOW GROUND SURFACE.  THEY ARE 1.23 METERS (4.04 FT)
 AJ4979'NORTHEAST OF A 10-INCH GUARD POST WITH AN ALUMINUM REFERENCE TAG, 1.35
 AJ4979'METERS (4.43 FT) NORTHWEST OF OF FIRE HYDRANT NUMBER 61, 3.34 METERS
 AJ4979'(10.96 FT) NORTH-NORTHWEST OF ANOTHER GUARD POST WITH A REFERENCE TAG,
 AJ4979'4.65 METERS (15.26 FT) EAST OF THE CENTER OF SHELL DR, 8.9 METERS
 AJ4979'(29.2 FT) NORTH OF THE CENTER OF OCEAN BLVD W, A DIRT STREET, AND
 AJ4979'29.91 METERS (98.13 FT) NORTH OF THE NORTHEAST CORNER POST SUPPORTING
 AJ4979'HOUSE NUMBER 1187.  REFERENCE MARK 3 IS A STANDARD DISK
 AJ4979'STAMPED---BOONE 2 NO 3 1981---, SET IN TOP OF A SQUARE CONCRETE POST
 AJ4979'THAT IS 0.3 METERS (1.0 FT) IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 AJ4979'IS 0.89 METERS (2.92 FT) NORTH OF A POWERLINE POLE WITH A REFERENCE
 AJ4979'TAG, 10.8 METERS (35.4 FT) SOUTH OF THE CENTER OF OCEAN BLVD W AND
 AJ4979'12.8 NORTH-NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 1185.
 AJ4979'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BOONE 2 NO 4 1981---,
 AJ4979'SET INTO THE TOP OF A SQUARE CONCRETE POST THAT IS 0.3 METERS (1.0 FT)
 AJ4979'IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 0.7 METERS (2.3 FT)
 AJ4979'SOUTH OF A 6 X 6 INCH CONCRETE STREET SIGN THAT PROJECTS 1 METER, (3.3
 AJ4979'FT) 7.7 METERS (25.3 FT) WEST OF THE CENTER OF SHELL DR, 8.2 METERS
 AJ4979'(26.9 FT) NORTH OF THE CENTER OF OCEAN BLVD W AND 13.14 METERS (43.11
 AJ4979'FT) WEST OF FIRE HYDRANT NUMBER 61.  THE CORPS OF ENGINEERS MARK IS A
 AJ4979'2-INCH GALVANIZED PIPE WITH A CAP THAT IS STAMPED---370 + 02.22
 AJ4979'B-CE---.  IT PROJECTS 30 CM ABOVE THE GROUND.  IT IS 21.55 METERS
 AJ4979'(70.70 FT) NORTHEAST OF THE NORTHEAST CORNER POST SUPPORTING HOUSE
 AJ4979'NUMBER 1279, 29.21 METERS (95.83 FT) SOUTHEAST OF A POWERLINE POLE
 AJ4979'WITH A TRANSFORMER AND A REFERENCE TAG AND 33.6 METERS (110.2 FT)
 AJ4979'SOUTH OF THE CENTER OF OCEAN BLVD W.
 AJ4979
 AJ4979                          STATION RECOVERY (1999)
 AJ4979
 AJ4979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4979'STATION IS RECESSED 4-INCHES AND IS ABOUT LEVEL WITH OCEAN BLVD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2482 ***********************************************************************
 FX2482  DESIGNATION -  BOONE AZ MK
 FX2482  PID         -  FX2482
 FX2482  STATE/COUNTY-  NC/NORTHAMPTON
 FX2482  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2482
 FX2482                         *CURRENT SURVEY CONTROL
 FX2482  ___________________________________________________________________
 FX2482* NAD 83(1986)-  36 19 49.     (N)    077 25 48.     (W)     SCALED    
 FX2482* NAVD 88     -        22.956  (meters)      75.31   (feet)  ADJUSTED  
 FX2482  ___________________________________________________________________
 FX2482  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 FX2482  DYNAMIC HT  -          22.938 (meters)      75.26  (feet)  COMP
 FX2482  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 FX2482
 FX2482  VERT ORDER  -  SECOND    CLASS II
 FX2482
 FX2482.The horizontal coordinates were scaled from a topographic map and have
 FX2482.an estimated accuracy of +/- 6 seconds.
 FX2482
 FX2482.The orthometric height was determined by differential leveling
 FX2482.and adjusted in June 1991.
 FX2482
 FX2482.The geoid height was determined by GEOID03.
 FX2482
 FX2482.The dynamic height is computed by dividing the NAVD 88
 FX2482.geopotential number by the normal gravity value computed on the
 FX2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2482.degrees latitude (g = 980.6199 gals.).
 FX2482
 FX2482.The modeled gravity was interpolated from observed gravity values.
 FX2482
 FX2482;                    North         East    Units  Estimated Accuracy
 FX2482;SPC NC       -   287,360.      750,570.      MT  (+/- 180 meters Scaled)
 FX2482
 FX2482                          SUPERSEDED SURVEY CONTROL
 FX2482
 FX2482  NGVD 29 (??/??/92)   23.295  (m)           76.43   (f) ADJ UNCH    2 2
 FX2482
 FX2482.Superseded values are not recommended for survey control.
 FX2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2482.See file dsdata.txt to determine how the superseded data were derived.
 FX2482
 FX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF818233(NAD 83)
 FX2482_MARKER: DZ = AZIMUTH MARK DISK
 FX2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2482_STAMPING: BOONE 1959
 FX2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2482+STABILITY: SURFACE MOTION
 FX2482
 FX2482  HISTORY     - Date     Condition        Report By
 FX2482  HISTORY     - 1959     MONUMENTED       NCGS
 FX2482  HISTORY     - 1975     GOOD             NCGS
 FX2482  HISTORY     - 1985     GOOD             USPSQD
 FX2482  HISTORY     - 19930330 MARK NOT FOUND   NCGS
 FX2482  HISTORY     - 19950422 MARK NOT FOUND   USPSQD
 FX2482  HISTORY     - 19960727 MARK NOT FOUND   USPSQD
 FX2482
 FX2482                          STATION DESCRIPTION
 FX2482
 FX2482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2482'4.2 MI S FROM JACKSON.
 FX2482'TO REACH STATION FROM THE COURTHOUSE IN JACKSON, PROCEED SOUTH ALONG
 FX2482'SR 1108 (DEPOT STREET) FOR 3.85 MILES TO BOONES CROSSROADS, THENCE SW
 FX2482'ALONG SR 1131 FOR 0.7 MILE TO CROSSROADS AT ENTRANCE TO ODOM STATE
 FX2482'PRISON FARM, AND STATION ON LEFT IN SMALL PARK IN EASTERNMOST QUADRANT
 FX2482'OF INTERSECTION, AND APPROXIMATELY 500 FEET NE OF WEST SIDE OF PRISON.
 FX2482'72.4 FT. SSE OF C/L OF SR 1131, 126.2 FT. ENE OF C/L OF DRIVEWAY TO
 FX2482'PARKING AREA ON WEST SIDE OF PRISON, 33.9 FT. SSW OF 40 IN. OAK WITH
 FX2482'ALUMINUM REF. TAG, AND 30.2 FT. NORTH OF 8 IN. WILLOW OAK WITH
 FX2482'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 FX2482'PROJECTING 6 INCHES ABOVE THE GROUND.
 FX2482
 FX2482                          STATION RECOVERY (1985)
 FX2482
 FX2482'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2482'RECOVERED IN GOOD CONDITION.
 FX2482
 FX2482                          STATION RECOVERY (1993)
 FX2482
 FX2482'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2482'MARK WAS SEARCHED FOR BUT NOT FOUND. AREA DEVELOPED WITH PRISON
 FX2482'EXPANSION. REFERENCES GONE-MARK IS PROBABLY LOST AND IF FOUND IS
 FX2482'PROBABLY WITHIN THE PRISON FENCES. NCGS--ODOM 1993--WAS SET NEARBY ON
 FX2482'APRIL 14, 1993.  SEE PUBLISHED DESCRIPTION FOR LOCATION AND POSITION
 FX2482'DATA.
 FX2482
 FX2482                          STATION RECOVERY (1995)
 FX2482
 FX2482'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2482'MARK NOT FOUND.
 FX2482
 FX2482                          STATION RECOVERY (1996)
 FX2482
 FX2482'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2931 ***********************************************************************
 FZ2931  DESIGNATION -  BOONE LOOKOUT TOWER
 FZ2931  PID         -  FZ2931
 FZ2931  STATE/COUNTY-  NC/WATAUGA
 FZ2931  USGS QUAD   -  BOONE (1994)
 FZ2931
 FZ2931                         *CURRENT SURVEY CONTROL
 FZ2931  ___________________________________________________________________
 FZ2931* NAD 83(2001)-  36 14 07.50910(N)    081 42 21.83819(W)     ADJUSTED  
 FZ2931* NAVD 88     -              **(meters)            **(feet)            
 FZ2931  ___________________________________________________________________
 FZ2931  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FZ2931  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FZ2931  HORZ ORDER  -  THIRD
 FZ2931
 FZ2931.The horizontal coordinates were established by classical geodetic methods
 FZ2931.and adjusted by the National Geodetic Survey in August 2005.
 FZ2931
 FZ2931
 FZ2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2931
 FZ2931.The geoid height was determined by GEOID03.
 FZ2931
 FZ2931;                    North         East     Units Scale Factor Converg.
 FZ2931;SPC NC       -   279,038.248   366,364.829   MT  1.00001991   -1 33 42.7
 FZ2931;SPC NC       -   915,477.99  1,201,981.94   sFT  1.00001991   -1 33 42.7
 FZ2931;UTM  17      - 4,010,291.486   436,553.120   MT  0.99964960   -0 25 02.5
 FZ2931
 FZ2931                          SUPERSEDED SURVEY CONTROL
 FZ2931
 FZ2931  NAD 83(1995)-  36 14 07.51106(N)    081 42 21.83917(W) AD(       ) 4
 FZ2931  NAD 83(1993)-  36 14 07.51668(N)    081 42 21.84371(W) AD(       ) 4
 FZ2931  NAD 83(1986)-  36 14 07.51669(N)    081 42 21.84857(W) AD(       ) 4
 FZ2931
 FZ2931.Superseded values are not recommended for survey control.
 FZ2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2931.See file dsdata.txt to determine how the superseded data were derived.
 FZ2931
 FZ2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3655310291(NAD 83)
 FZ2931_MARKER: 57 = LOOKOUT TOWER
 FZ2931_MARK LOGO: TVA   
 FZ2931
 FZ2931  HISTORY     - Date     Condition        Report By
 FZ2931  HISTORY     - 1934     FIRST OBSERVED   TVA
 FZ2931  HISTORY     - 19901210 GOOD             NCGS
 FZ2931
 FZ2931                          STATION DESCRIPTION
 FZ2931
 FZ2931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2931'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTHWEST OF BOONE, AT THE
 FZ2931'HIGHEST POINT ON RICH MOUNTAIN.
 FZ2931'STRUCTURE IS A TYPICAL 4-LEGGED TOWER, ABOUT 100 FEET HIGH.
 FZ2931'THE POINT OF INTERSECTION WAS THE PEAK OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2484 ***********************************************************************
 FX2484  DESIGNATION -  BOONE RM 1
 FX2484  PID         -  FX2484
 FX2484  STATE/COUNTY-  NC/NORTHAMPTON
 FX2484  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2484
 FX2484                         *CURRENT SURVEY CONTROL
 FX2484  ___________________________________________________________________
 FX2484* NAD 83(2001)-  36 20 04.76422(N)    077 25 07.88365(W)     ADJUSTED  
 FX2484* NAVD 88     -        25.558  (meters)      83.85   (feet)  ADJUSTED  
 FX2484  ___________________________________________________________________
 FX2484  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FX2484  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 FX2484  DYNAMIC HT  -          25.537 (meters)      83.78  (feet)  COMP
 FX2484  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 FX2484
 FX2484  HORZ ORDER  -  SECOND
 FX2484  VERT ORDER  -  SECOND    CLASS II
 FX2484
 FX2484.The horizontal coordinates were established by classical geodetic methods
 FX2484.and adjusted by the National Geodetic Survey in August 2005.
 FX2484
 FX2484.The orthometric height was determined by differential leveling
 FX2484.and adjusted in June 1991.
 FX2484
 FX2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2484
 FX2484.The geoid height was determined by GEOID03.
 FX2484
 FX2484.The dynamic height is computed by dividing the NAVD 88
 FX2484.geopotential number by the normal gravity value computed on the
 FX2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2484.degrees latitude (g = 980.6199 gals.).
 FX2484
 FX2484.The modeled gravity was interpolated from observed gravity values.
 FX2484
 FX2484;                    North         East     Units Scale Factor Converg.
 FX2484;SPC NC       -   287,865.546   751,559.453   MT  1.00005122   +0 54 45.3
 FX2484;SPC NC       -   944,438.88  2,465,741.31   sFT  1.00005122   +0 54 45.3
 FX2484;UTM  18      - 4,023,783.981   282,899.625   MT  1.00018075   -1 26 01.4
 FX2484
 FX2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2484!SPC NC       -   1.00000141  x   1.00005122  =   1.00005263
 FX2484!UTM  18      -   1.00000141  x   1.00018075  =   1.00018216
 FX2484
 FX2484                          SUPERSEDED SURVEY CONTROL
 FX2484
 FX2484  NAD 83(1986)-  36 20 04.77167(N)    077 25 07.89457(W) AD(       ) 2
 FX2484  NAVD 88 (03/10/00)   25.56   (m)           83.9    (f) LEVELING    3  
 FX2484  NGVD 29 (??/??/92)   25.897  (m)           84.96   (f) ADJ UNCH    2 2
 FX2484
 FX2484.Superseded values are not recommended for survey control.
 FX2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2484.See file dsdata.txt to determine how the superseded data were derived.
 FX2484
 FX2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8290023784(NAD 83)
 FX2484_MARKER: DR = REFERENCE MARK DISK
 FX2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2484_STAMPING: BOONE NO 1 1959
 FX2484_MARK LOGO: CGS   
 FX2484_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2484+STABILITY: SURFACE MOTION
 FX2484
 FX2484  HISTORY     - Date     Condition        Report By
 FX2484  HISTORY     - 1959     MONUMENTED       NCGS
 FX2484  HISTORY     - 1975     GOOD             NCGS
 FX2484  HISTORY     - 1985     GOOD             USPSQD
 FX2484  HISTORY     - 19930330 GOOD             NCGS
 FX2484  HISTORY     - 19950422 GOOD             USPSQD
 FX2484
 FX2484                          STATION DESCRIPTION
 FX2484
 FX2484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2484'3.8 MI S FROM JACKSON.
 FX2484'TO REACH STATION FROM THE COURTHOUSE IN JACKSON, PROCEED SOUTH ALONG
 FX2484'SR 1108 (DEPOT STREET) FOR 3.85 MILES TO BOONES CROSSROADS AND STATION
 FX2484'IN SW QUADRANT OF INTERSECTION.  82.5 FT. WSW OF C/L OF SR 1108, 64.1
 FX2484'FT. SSE OF C/L OF SR 1131, 10.8 FT. NORTH OF 3 FT. ELM WITH ALUMINUM
 FX2484'REF. TAG, AND 31.5 FT. ESE OF TP WITH ALUMINUM REF. TAG. DISK IS SET
 FX2484'IN TOP OF CONCRETE POST, PROJECTING 3 INCHES ABOVE THE GROUND.
 FX2484
 FX2484                          STATION RECOVERY (1985)
 FX2484
 FX2484'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2484'RECOVERED IN GOOD CONDITION.
 FX2484
 FX2484                          STATION RECOVERY (1993)
 FX2484
 FX2484'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2484'RECOVERED MARCH 1993 IN GOOD CONDITION WITH THE FOLLOWING ADDITIONAL
 FX2484'INFORMATION. STATION IS LOCATED AT BOONES CROSSROADS, IN THE SOUTHWEST
 FX2484'QUADRANT OF SR 1108 (BRYANTOWN ROAD) AND SR 1131 (ODOM PRISON ROAD),
 FX2484'IN A PICNIC AREA (FORMERLY SITE OF A HOUSE) OWNED BY THE ODOM
 FX2484'CORRECTIONAL INSTITUTE.  STATION IS 3.85 MI (6.20 KM) SOUTH ALONG SR
 FX2484'1108 FROM US 158 AT THE COURTHOUSE IN JACKSON. RM 1 IS LOCATED 64.3 FT
 FX2484'(19.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1131, AND 10.3 FT
 FX2484'(3.1 M) NORTH OF A 36-INCH ELM WITH A REFERENCE TAG.
 FX2484
 FX2484                          STATION RECOVERY (1995)
 FX2484
 FX2484'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2485 ***********************************************************************
 FX2485  DESIGNATION -  BOONE RM 2
 FX2485  PID         -  FX2485
 FX2485  STATE/COUNTY-  NC/NORTHAMPTON
 FX2485  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2485
 FX2485                         *CURRENT SURVEY CONTROL
 FX2485  ___________________________________________________________________
 FX2485* NAD 83(2001)-  36 20 03.86033(N)    077 25 08.88626(W)     ADJUSTED  
 FX2485* NAVD 88     -        25.510  (meters)      83.69   (feet)  ADJUSTED  
 FX2485  ___________________________________________________________________
 FX2485  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 FX2485  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 FX2485  DYNAMIC HT  -          25.490 (meters)      83.63  (feet)  COMP
 FX2485  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 FX2485
 FX2485  HORZ ORDER  -  SECOND
 FX2485  VERT ORDER  -  SECOND    CLASS II
 FX2485
 FX2485.The horizontal coordinates were established by classical geodetic methods
 FX2485.and adjusted by the National Geodetic Survey in August 2005.
 FX2485
 FX2485.The orthometric height was determined by differential leveling
 FX2485.and adjusted in July 2000.
 FX2485.No vertical observational check was made to the station.
 FX2485
 FX2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2485
 FX2485.The geoid height was determined by GEOID03.
 FX2485
 FX2485.The dynamic height is computed by dividing the NAVD 88
 FX2485.geopotential number by the normal gravity value computed on the
 FX2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2485.degrees latitude (g = 980.6199 gals.).
 FX2485
 FX2485.The modeled gravity was interpolated from observed gravity values.
 FX2485
 FX2485;                    North         East     Units Scale Factor Converg.
 FX2485;SPC NC       -   287,837.288   751,534.895   MT  1.00005114   +0 54 44.7
 FX2485;SPC NC       -   944,346.17  2,465,660.73   sFT  1.00005114   +0 54 44.7
 FX2485;UTM  18      - 4,023,756.750   282,873.927   MT  1.00018089   -1 26 02.0
 FX2485
 FX2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2485!SPC NC       -   1.00000142  x   1.00005114  =   1.00005256
 FX2485!UTM  18      -   1.00000142  x   1.00018089  =   1.00018231
 FX2485
 FX2485                          SUPERSEDED SURVEY CONTROL
 FX2485
 FX2485  NAD 83(1986)-  36 20 03.86772(N)    077 25 08.89706(W) AD(       ) 2
 FX2485  NAVD 88 (06/15/91)   25.513  (m)           83.70   (f) UNKNOWN     2 2
 FX2485  NGVD 29 (??/??/92)   25.852  (m)           84.82   (f) ADJ UNCH    2 2
 FX2485
 FX2485.Superseded values are not recommended for survey control.
 FX2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2485.See file dsdata.txt to determine how the superseded data were derived.
 FX2485
 FX2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8287423757(NAD 83)
 FX2485_MARKER: DR = REFERENCE MARK DISK
 FX2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2485_STAMPING: BOONE NO 2 1959
 FX2485_MARK LOGO: CGS   
 FX2485_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FX2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2485+STABILITY: SURFACE MOTION
 FX2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2485+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1993
 FX2485
 FX2485  HISTORY     - Date     Condition        Report By
 FX2485  HISTORY     - 1959     MONUMENTED       NCGS
 FX2485  HISTORY     - 1975     GOOD             NCGS
 FX2485  HISTORY     - 1985     GOOD             USPSQD
 FX2485  HISTORY     - 19930330 GOOD             NCGS
 FX2485  HISTORY     - 19950422 GOOD             USPSQD
 FX2485
 FX2485                          STATION DESCRIPTION
 FX2485
 FX2485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2485'3.8 MI S FROM JACKSON.
 FX2485'TO REACH STATION FROM THE COURTHOUSE IN JACKSON, PROCEED SOUTH ALONG
 FX2485'SR 1108 (DEPOT STREET) FOR 3.85 MILES TO BOONES CROSSROADS, AND
 FX2485'STATION IN SW QUADRANT OF INTERSECTION. 103.9 FT. SSE OF C/L OF SR
 FX2485'1131, 1.4 FT. NORTH OF PP NO. M 130-284 WITH ALUMINUM REF. TAG, AND
 FX2485'64.6 FT. WEST OF 3 FT. ELM WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP
 FX2485'OF CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FX2485
 FX2485                          STATION RECOVERY (1985)
 FX2485
 FX2485'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2485'RECOVERED IN GOOD CONDITION.
 FX2485
 FX2485                          STATION RECOVERY (1993)
 FX2485
 FX2485'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2485'RECOVERED MARCH 1993 IN GOOD CONDITION WITH THE FOLLOWING ADDITIONAL
 FX2485'INFORMATION. STATION IS LOCATED AT BOONES CROSSROADS, IN THE SOUTHWEST
 FX2485'QUADRANT OF SR 1108 (BRYANTOWN ROAD) AND SR 1131 (ODOM PRISON ROAD),
 FX2485'IN A PICNIC AREA (FORMERLY SITE OF A HOUSE) OWNED BY THE ODOM
 FX2485'CORRECTIONAL INSTITUTE.  STATION IS 3.85 MI (6.20 KM) SOUTH ALONG SR
 FX2485'1108 FROM US 158 AT THE COURTHOUSE IN JACKSON. RM 2 IS LOCATED 104.0
 FX2485'FT (31.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1131, 198.5 FT
 FX2485'(60.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1108--AND 4.0 FT (1.2
 FX2485'M) NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 66.0 FT
 FX2485'(20.1 M) WEST OF A 36-INCH ELM--BOTH WITH REFERENCE TAGS.
 FX2485
 FX2485                          STATION RECOVERY (1995)
 FX2485
 FX2485'RECOVERY NOTE BY US POWER SQUADRON 1995
 FX2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4975 ***********************************************************************
 EZ4975  DESIGNATION -  BOONE TRAIL
 EZ4975  PID         -  EZ4975
 EZ4975  STATE/COUNTY-  NC/HARNETT
 EZ4975  USGS QUAD   -  MAMERS (1981)
 EZ4975
 EZ4975                         *CURRENT SURVEY CONTROL
 EZ4975  ___________________________________________________________________
 EZ4975* NAD 83(2001)-  35 25 02.30623(N)    078 57 40.42435(W)     ADJUSTED  
 EZ4975* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 EZ4975  ___________________________________________________________________
 EZ4975  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 EZ4975  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 EZ4975  HORZ ORDER  -  THIRD
 EZ4975
 EZ4975.The horizontal coordinates were established by classical geodetic methods
 EZ4975.and adjusted by the National Geodetic Survey in August 2005.
 EZ4975
 EZ4975.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4975
 EZ4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4975
 EZ4975.The geoid height was determined by GEOID03.
 EZ4975
 EZ4975;                    North         East     Units Scale Factor Converg.
 EZ4975;SPC NC       -   184,955.448   613,122.058   MT  0.99987675   +0 01 20.6
 EZ4975;SPC NC       -   606,808.00  2,011,551.29   sFT  0.99987675   +0 01 20.6
 EZ4975;UTM  17      - 3,921,231.492   685,104.709   MT  1.00002226   +1 10 54.7
 EZ4975
 EZ4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4975!SPC NC       -   0.99998729  x   0.99987675  =   0.99986404
 EZ4975!UTM  17      -   0.99998729  x   1.00002226  =   1.00000955
 EZ4975
 EZ4975:                Primary Azimuth Mark                     Grid Az
 EZ4975:SPC NC       -  MAMERS                                   094 27 14.6
 EZ4975:UTM  17      -  MAMERS                                   093 17 40.5
 EZ4975
 EZ4975|---------------------------------------------------------------------|
 EZ4975| PID    Reference Object                     Distance      Geod. Az  |
 EZ4975|                                                           dddmmss.s |
 EZ4975| EZ4910 MAMERS                              APPROX. 8.1 KM 0942835.2 |
 EZ4975| EZ6088 BOONE TRAIL RM 1                     22.375 METERS 10645     |
 EZ4975| EZ6087 BOONE TRAIL AZ MK                                  1105957.9 |
 EZ4975| EZ6089 BOONE TRAIL RM 2                     31.238 METERS 24201     |
 EZ4975| EZ3094 HOLLY SPRINGS BAPTIST CH SPIRE      APPROX. 5.4 KM 2973659.3 |
 EZ4975| EZ4976 DEAN                                330.565 METERS 34118     |
 EZ4975|---------------------------------------------------------------------|
 EZ4975
 EZ4975                          SUPERSEDED SURVEY CONTROL
 EZ4975
 EZ4975  NAD 83(1986)-  35 25 02.30968(N)    078 57 40.42910(W) AD(       ) 3
 EZ4975  NAD 27      -  35 25 01.73810(N)    078 57 41.33850(W) AD(       ) 3
 EZ4975  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG    3  
 EZ4975
 EZ4975.Superseded values are not recommended for survey control.
 EZ4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4975.See file dsdata.txt to determine how the superseded data were derived.
 EZ4975
 EZ4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8510521231(NAD 83)
 EZ4975_MARKER: DS = TRIANGULATION STATION DISK
 EZ4975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ4975
 EZ4975  HISTORY     - Date     Condition        Report By
 EZ4975  HISTORY     - 1957     MONUMENTED       CGS
 EZ4975  HISTORY     - 1964     GOOD             AMS
 EZ4975  HISTORY     - 1970     GOOD             NCGS
 EZ4975  HISTORY     - 1984     GOOD             USPSQD
 EZ4975
 EZ4975                          STATION DESCRIPTION
 EZ4975
 EZ4975'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4975'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SANFORD,
 EZ4975'ABOUT 8 MILES NORTH WEST OF LILLINGTON AND IS LOCATED ON THE
 EZ4975'BOONE TRAIL HIGH SCHOOL GROUNDS.  IT IS 46 FEET SOUTH OF THE
 EZ4975'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 421 AND 45 FEET EAST
 EZ4975'OF APPROXIMATE CENTER LINE OF ROAD.  THE MARK IS SET ABOUT 6
 EZ4975'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 EZ4975'BOONE TRAIL 1957.
 EZ4975'
 EZ4975'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE APPROXIMATE
 EZ4975'CENTER LINE OF U.S. HIGHWAY 421 AND 8 FEET WEST OF A UTILITY
 EZ4975'POLE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 EZ4975'BOONE TRAIL NO 1 1957.
 EZ4975'
 EZ4975'REFERENCE MARK NO. 2 IS 22 FEET SOUTHEAST OF THE APPROXIMATE
 EZ4975'CENTER LINE OF ROAD AND 20 FEET SOUTHWEST OF DRIVEWAY.  THE
 EZ4975'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BOONE
 EZ4975'TRAIL NO 2 1957.
 EZ4975'
 EZ4975'AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTER LINE
 EZ4975'OF U.S. HIGHWAY 421 AND 3 FEET WEST OF WITNESS POST.  THE MARK
 EZ4975'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BOONE TRAIL 1957.
 EZ4975'
 EZ4975'TO REACH THE STATION FROM THE POST OFFICE IN BROADWAY.  GO
 EZ4975'SOUTHEAST ON U.S. HIGHWAY 421 FOR 6.2 MILES TO THE BOONE TRAIL
 EZ4975'HIGH SCHOOL ON LEFT AND THE STATION ON THE RIGHT AS
 EZ4975'DESCRIBED.  CONTINUE SOUTHERLY ON U.S. HIGHWAY 421 FOR 0.35
 EZ4975'MILE TO AZIMUTH MARK ON LEFT.
 EZ4975
 EZ4975                          STATION RECOVERY (1964)
 EZ4975
 EZ4975'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ4975'THE STATION, REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 EZ4975'DESCRIBED.  THE AZIMUTH MARK WAS FOUND LYING ON THE SURFACE OF
 EZ4975'THE GROUND, APPARENTLY HIT BY A ROAD GRADER AND IS CONSIDERED
 EZ4975'DESTROYED.
 EZ4975'
 EZ4975'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 EZ4975
 EZ4975                          STATION RECOVERY (1970)
 EZ4975
 EZ4975'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ4975'BOONE TRAIL GOOD
 EZ4975'
 EZ4975'RM 1 GOOD
 EZ4975'
 EZ4975'RM 2 CAP KNOCKED OFF, BUT STEM STILL IN.
 EZ4975'
 EZ4975'AZ. MARK DESTROYED
 EZ4975
 EZ4975                          STATION RECOVERY (1984)
 EZ4975
 EZ4975'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ4975'BOONE TRAIL 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1840 ***********************************************************************
 FZ1840  DESIGNATION -  BOONVILLE
 FZ1840  PID         -  FZ1840
 FZ1840  STATE/COUNTY-  NC/YADKIN
 FZ1840  USGS QUAD   -  YADKINVILLE (1966)
 FZ1840
 FZ1840                         *CURRENT SURVEY CONTROL
 FZ1840  ___________________________________________________________________
 FZ1840* NAD 83(2001)-  36 13 56.78761(N)    080 42 14.28223(W)     ADJUSTED  
 FZ1840* NAVD 88     -       324.72   (+/-2cm)    1065.4    (feet)  VERTCON   
 FZ1840  ___________________________________________________________________
 FZ1840  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FZ1840  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 FZ1840  HORZ ORDER  -  THIRD
 FZ1840  VERT ORDER  -  THIRD ? (See Below)
 FZ1840
 FZ1840.The horizontal coordinates were established by classical geodetic methods
 FZ1840.and adjusted by the National Geodetic Survey in August 2005.
 FZ1840
 FZ1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1840.The vertical order pertains to the NGVD 29 superseded value.
 FZ1840
 FZ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1840
 FZ1840.The geoid height was determined by GEOID03.
 FZ1840
 FZ1840;                    North         East     Units Scale Factor Converg.
 FZ1840;SPC NC       -   276,706.990   456,421.971   MT  1.00001902   -0 59 00.5
 FZ1840;SPC NC       -   907,829.52  1,497,444.42   sFT  1.00001902   -0 59 00.5
 FZ1840;UTM  17      - 4,009,770.679   526,602.245   MT  0.99960872   +0 10 29.9
 FZ1840
 FZ1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1840!SPC NC       -   0.99995430  x   1.00001902  =   0.99997332
 FZ1840!UTM  17      -   0.99995430  x   0.99960872  =   0.99956304
 FZ1840
 FZ1840|---------------------------------------------------------------------|
 FZ1840| PID    Reference Object                     Distance      Geod. Az  |
 FZ1840|                                                           dddmmss.s |
 FZ1840| FZ1841 RATSNAPPER                          136.281 METERS 08106     |
 FZ1840| FZ1823 NEBO                                APPROX. 4.4 KM 1165355.4 |
 FZ1840| FZ2342 BOONVILLE RM 1                        9.068 METERS 18225     |
 FZ1840| FZ2341 BOONVILLE AZ MK                                    2481527.2 |
 FZ1840| FZ1816 BOONVILLE MUNICIPAL TANK            456.245 METERS 2680455.9 |
 FZ1840| FZ2343 BOONVILLE RM 2                        6.532 METERS 30932     |
 FZ1840|---------------------------------------------------------------------|
 FZ1840
 FZ1840                          SUPERSEDED SURVEY CONTROL
 FZ1840
 FZ1840  NAD 83(1993)-  36 13 56.79333(N)    080 42 14.29125(W) AD(       ) 3
 FZ1840  NAD 83(1986)-  36 13 56.79664(N)    080 42 14.28856(W) AD(       ) 3
 FZ1840  NAD 27      -  36 13 56.31000(N)    080 42 15.05500(W) AD(       ) 3
 FZ1840  NGVD 29 (07/19/86)  324.88   (m)         1065.9    (f) LEVELING    3  
 FZ1840
 FZ1840.Superseded values are not recommended for survey control.
 FZ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1840.See file dsdata.txt to determine how the superseded data were derived.
 FZ1840
 FZ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2660209771(NAD 83)
 FZ1840_MARKER: DS = TRIANGULATION STATION DISK
 FZ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1840+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 FZ1840
 FZ1840  HISTORY     - Date     Condition        Report By
 FZ1840  HISTORY     - 1954     MONUMENTED       CGS
 FZ1840  HISTORY     - 1970     GOOD             NCGS
 FZ1840  HISTORY     - 1988     GOOD             USPSQD
 FZ1840  HISTORY     - 20071014 GOOD             GEOCAC
 FZ1840
 FZ1840                          STATION DESCRIPTION
 FZ1840
 FZ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1840'STATION IS LOCATED AT THE NORTH ENTRANCE TO THE BOONVILLE SCHOOL
 FZ1840'IN THE VILLAGE OF BOONVILLE AND IS ON SCHOOL PROPERTY.  IT IS 112
 FZ1840'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH MOST SCHOOL
 FZ1840'BUILDING 82 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 67, 31 FEET
 FZ1840'WEST OF THE CENTER OF THE SCHOOL DRIVEWAY AND 5 FEET EAST OF A WHITE
 FZ1840'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FZ1840'BOONVILLE 1954.
 FZ1840'
 FZ1840'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF THE SCHOOL
 FZ1840'DRIVEWAY AND 8 FEET WEST OF THE WEST EDGE OF SIDEWALK.  THE MARK IS
 FZ1840'FLUSH AND THE DISK IS STAMPED BOONVILLE NO 1 1954.
 FZ1840'
 FZ1840'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 FZ1840'AND 48 FEET WEST OF THE CENTER OF THE SCHOOL DRIVEWAY.  THE MARK IS
 FZ1840'FLUSH AND THE DISK IS STAMPED BOONVILLE NO 2 1954.
 FZ1840'
 FZ1840'AZIMUTH MARK IS 14 FEET EAST OF THE CENTER OF A PAVED STREET, 1 FOOT
 FZ1840'SOUTH OF A POWER LINE POLE AND 1 FOOT NORTH OF A WHITE WITNESS
 FZ1840'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BOONVILLE
 FZ1840'1954.
 FZ1840'
 FZ1840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 67
 FZ1840'FOR 0.15 MILE TO A SIDE STREET LEFT, TURN LEFT AND GO SOUTH FOR
 FZ1840'0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FZ1840'
 FZ1840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1840
 FZ1840                          STATION RECOVERY (1970)
 FZ1840
 FZ1840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1840'BOONVILLE IN GOOD CONDITION.
 FZ1840'RM NO. 1 IN GOOD CONDITION.
 FZ1840'RM NO. 2 IN GOOD CONDITION.
 FZ1840'AZ. MARK IN GOOD CONDITION.
 FZ1840
 FZ1840                          STATION RECOVERY (1988)
 FZ1840
 FZ1840'RECOVERY NOTE BY US POWER SQUADRON 1988 (JG)
 FZ1840'RECOVERED IN GOOD CONDITION.
 FZ1840
 FZ1840                          STATION RECOVERY (2007)
 FZ1840
 FZ1840'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ1840'THE STATION, RM1 AND RM2 WERE RECOVERED AS DESCRIBED. THE AZMIUTH MARK
 FZ1840'WAS NOT SEARCHED FOR.
 FZ1840' 
 FZ1840'A TEMPORARY METAL BLEACHER HAS BEEN PLACED OVER RM1. THE MONUMENT WAS
 FZ1840'VISIBILE BUT THE DISK STAMPING WAS NOT VERIFIED. THE CALCULATED
 FZ1840'COORDINATES FOR RM1 (BY NGS FORWARD) ARE
 FZ1840'N36 13 56.49368 W080 42 14.29754.
 FZ1840' 
 FZ1840'THE CALCULATED COORDINATES FOR RM2 ARE
 FZ1840'N36 13 56.92250 W080 42 14.48397. ITS MONUMENT PROJECTS 3 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1816 ***********************************************************************
 FZ1816  DESIGNATION -  BOONVILLE MUNICIPAL TANK
 FZ1816  PID         -  FZ1816
 FZ1816  STATE/COUNTY-  NC/YADKIN
 FZ1816  USGS QUAD   -  YADKINVILLE (1966)
 FZ1816
 FZ1816                         *CURRENT SURVEY CONTROL
 FZ1816  ___________________________________________________________________
 FZ1816* NAD 83(2001)-  36 13 56.29188(N)    080 42 32.54245(W)     ADJUSTED  
 FZ1816* NAVD 88     -              **(meters)            **(feet)            
 FZ1816  ___________________________________________________________________
 FZ1816  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FZ1816  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FZ1816  HORZ ORDER  -  THIRD
 FZ1816
 FZ1816.The horizontal coordinates were established by classical geodetic methods
 FZ1816.and adjusted by the National Geodetic Survey in August 2005.
 FZ1816
 FZ1816
 FZ1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1816
 FZ1816.The geoid height was determined by GEOID03.
 FZ1816
 FZ1816;                    North         East     Units Scale Factor Converg.
 FZ1816;SPC NC       -   276,699.551   455,965.777   MT  1.00001898   -0 59 11.1
 FZ1816;SPC NC       -   907,805.11  1,495,947.72   sFT  1.00001898   -0 59 11.1
 FZ1816;UTM  17      - 4,009,754.025   526,146.482   MT  0.99960842   +0 10 19.1
 FZ1816
 FZ1816                          SUPERSEDED SURVEY CONTROL
 FZ1816
 FZ1816  NAD 83(1993)-  36 13 56.29764(N)    080 42 32.55205(W) AD(       ) 4
 FZ1816  NAD 83(1986)-  36 13 56.30089(N)    080 42 32.54871(W) AD(       ) 4
 FZ1816  NAD 27      -  36 13 55.81400(N)    080 42 33.31600(W) AD(       ) 3
 FZ1816
 FZ1816.Superseded values are not recommended for survey control.
 FZ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1816.See file dsdata.txt to determine how the superseded data were derived.
 FZ1816
 FZ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2614609754(NAD 83)
 FZ1816_MARKER: 53 = ELEVATED TANK
 FZ1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1816+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 FZ1816
 FZ1816  HISTORY     - Date     Condition        Report By
 FZ1816  HISTORY     - 1954     FIRST OBSERVED   CGS
 FZ1816  HISTORY     - 20031102 GOOD             USPSQD
 FZ1816  HISTORY     - 20071014 GOOD             GEOCAC
 FZ1816
 FZ1816                          STATION DESCRIPTION
 FZ1816
 FZ1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1816'STATION IS THE METAL BALL AT THE CENTER OF THE ROOF OF THE
 FZ1816'WATER TANK, LOCATED ABOUT 200 FEET SOUTHWEST OF INTERSECTION OF
 FZ1816'U.S. HIGHWAY 601 AND STATE HIGHWAY 67 IN BOONVILLE.  IT IS A 4
 FZ1816'LEGGED STEEL STRUCTURE WITH AN OVAL BOTTOMED AND OVAL TOPPED
 FZ1816'STEEL TANK ATOP, IT IS PAINTED SILVER AND IS ABOUT 130 FEET HIGH.
 FZ1816
 FZ1816                          STATION RECOVERY (2003)
 FZ1816
 FZ1816'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 FZ1816'RECOVERED IN GOOD CONDITION.
 FZ1816
 FZ1816                          STATION RECOVERY (2007)
 FZ1816
 FZ1816'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ1816'RECOVERED AS DESCRIBED. THE TANK APPEARS TO BE AS ORIGINALLY
 FZ1816'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK7225 ***********************************************************************
 DK7225  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7225  DESIGNATION -  BOOP
 DK7225  PID         -  DK7225
 DK7225  STATE/COUNTY-  NC/CARTERET
 DK7225  USGS QUAD   -  MANSFIELD (1994)
 DK7225
 DK7225                         *CURRENT SURVEY CONTROL
 DK7225  ___________________________________________________________________
 DK7225* NAD 83(2007)-  34 43 31.03388(N)    076 45 39.60525(W)     ADJUSTED  
 DK7225* NAVD 88     -         8.39   (meters)      27.5    (feet)  GPS OBS   
 DK7225  ___________________________________________________________________
 DK7225  EPOCH DATE  -        2002.00
 DK7225  X           -   1,201,822.337 (meters)                     COMP
 DK7225  Y           -  -5,108,353.325 (meters)                     COMP
 DK7225  Z           -   3,612,843.980 (meters)                     COMP
 DK7225  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DK7225  ELLIP HEIGHT-         -29.061 (meters)          (10/28/08) ADJUSTED
 DK7225  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 DK7225  HORZ ORDER  -  FIRST
 DK7225  ELLP ORDER  -  FOURTH    CLASS II
 DK7225
 DK7225.The horizontal coordinates were established by GPS observations
 DK7225.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2008.
 DK7225
 DK7225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK7225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK7225.The horizontal coordinates are valid at the epoch date displayed above.
 DK7225.The epoch date for horizontal control is a decimal equivalence
 DK7225.of Year/Month/Day.
 DK7225
 DK7225.The orthometric height was determined by GPS observations and a
 DK7225.high-resolution geoid model.
 DK7225.The orthometric height was determined by GPS observations and a
 DK7225.high-resolution geoid model using precise GPS observation and
 DK7225.processing techniques.
 DK7225
 DK7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7225
 DK7225.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK7225
 DK7225.The ellipsoidal height was determined by GPS observations
 DK7225.and is referenced to NAD 83.
 DK7225
 DK7225.The geoid height was determined by GEOID03.
 DK7225
 DK7225;                    North         East     Units Scale Factor Converg.
 DK7225;SPC NC       -   110,502.080   814,641.139   MT  0.99991452   +1 17 32.2
 DK7225;SPC NC       -   362,538.91  2,672,701.80   sFT  0.99991452   +1 17 32.2
 DK7225;UTM  18      - 3,843,990.902   338,761.509   MT  0.99992044   -1 00 12.1
 DK7225
 DK7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7225!SPC NC       -   1.00000456  x   0.99991452  =   0.99991908
 DK7225!UTM  18      -   1.00000456  x   0.99992044  =   0.99992500
 DK7225
 DK7225                          SUPERSEDED SURVEY CONTROL
 DK7225
 DK7225.No superseded survey control is available for this station.
 DK7225
 DK7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3876243991(NAD 83)
 DK7225_MARKER: DH = HORIZONTAL CONTROL DISK
 DK7225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7225_STAMPING: BOOP 2007
 DK7225_MARK LOGO: NCGS  
 DK7225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7225+STABILITY: SURFACE MOTION
 DK7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7225+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2007
 DK7225
 DK7225  HISTORY     - Date     Condition        Report By
 DK7225  HISTORY     - 20070125 MONUMENTED       NCGS
 DK7225
 DK7225                          STATION DESCRIPTION
 DK7225
 DK7225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2007
 DK7225'STATION IS LOCATED IN MOREHEAD CITY, AT ARENDELL STREET (3906) AND
 DK7225'RAILROAD CROSSING.
 DK7225' 
 DK7225'ALONG US 70 BUSINESS (ARENDELL ST) FOR 2.8 MI (4.51 KM) WEST FROM
 DK7225'DOWNTOWN MOREHEAD CITY POST OFFICE (706 ARENDELL ST) TO RAILROAD
 DK7225'CROSSING AND PARKWAY TELEVISION, INC., IN THE NORTHEAST CORNER OF
 DK7225'PARKING LOT.
 DK7225' 
 DK7225'MARK IS ABOUT 1-FT LOWER THAN US 70 BUSINESS AND IS RECESSED 2 INCHES
 DK7225'(5 CM) BELOW THE GROUND.  LOCATED 65.3 FT (19.9 M) NORTHWEST OF THE
 DK7225'CENTERLINE OF US 70 BUSINESS WESTBOUND LANES, 30.5 FT (9.3 M)
 DK7225'EAST-SOUTHEAST OF THE EAST END OF CHAIN LINK FENCE ON PROLONGATION,
 DK7225'53.0 FT (16.2 M) SOUTH OF THE SOUTHERNMOST RAIL OF RAILROAD TRACK, 6.6
 DK7225'FT (2.0 M) EAST OF THE GROUND ANCHOR, 58.2 FT (17.7 M) SOUTHEAST OF
 DK7225'RAILROAD MILEPOST 91 AND 20.9 FT (6.4 M) EAST OF A POWER POLE (NKT44)
 DK7225'WITH LIGHT AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5116 ***********************************************************************
 EZ5116  DESIGNATION -  BOOT HILL
 EZ5116  PID         -  EZ5116
 EZ5116  STATE/COUNTY-  NC/WAKE
 EZ5116  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5116
 EZ5116                         *CURRENT SURVEY CONTROL
 EZ5116  ___________________________________________________________________
 EZ5116* NAD 83(2001)-  35 51 57.65517(N)    078 43 00.41094(W)     ADJUSTED  
 EZ5116* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 EZ5116  ___________________________________________________________________
 EZ5116  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 EZ5116  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 EZ5116  HORZ ORDER  -  SECOND
 EZ5116
 EZ5116.The horizontal coordinates were established by classical geodetic methods
 EZ5116.and adjusted by the National Geodetic Survey in August 2005.
 EZ5116
 EZ5116.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5116
 EZ5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5116
 EZ5116.The geoid height was determined by GEOID03.
 EZ5116
 EZ5116;                    North         East     Units Scale Factor Converg.
 EZ5116;SPC NC       -   234,771.402   635,178.605   MT  0.99992995   +0 09 48.5
 EZ5116;SPC NC       -   770,245.84  2,083,915.14   sFT  0.99992995   +0 09 48.5
 EZ5116;UTM  17      - 3,971,495.011   706,145.890   MT  1.00012367   +1 20 17.5
 EZ5116
 EZ5116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5116!SPC NC       -   0.99998674  x   0.99992995  =   0.99991669
 EZ5116!UTM  17      -   0.99998674  x   1.00012367  =   1.00011041
 EZ5116
 EZ5116                          SUPERSEDED SURVEY CONTROL
 EZ5116
 EZ5116  NAD 83(1986)-  35 51 57.65945(N)    078 43 00.42202(W) AD(       ) 2
 EZ5116  NAD 27      -  35 51 57.12838(N)    078 43 01.40408(W) AD(       ) 2
 EZ5116  NGVD 29 (07/19/86)  117.1    (m)          384.     (f) VERT ANG    3  
 EZ5116
 EZ5116.Superseded values are not recommended for survey control.
 EZ5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5116.See file dsdata.txt to determine how the superseded data were derived.
 EZ5116
 EZ5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0614671495(NAD 83)
 EZ5116_MARKER: DE = TRAVERSE STATION DISK
 EZ5116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5116_STAMPING: BOOT HILL 1961
 EZ5116_MARK LOGO: NCGS  
 EZ5116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5116+STABILITY: SURFACE MOTION
 EZ5116
 EZ5116  HISTORY     - Date     Condition        Report By
 EZ5116  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5116  HISTORY     - 1968     MARK NOT FOUND   NCGS
 EZ5116
 EZ5116                          STATION DESCRIPTION
 EZ5116
 EZ5116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5116'BOOT HILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5116'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5116'
 EZ5116'BOOT HILL IS 7.2 MILES NW OF RALEIGH.  GO W ON U.S. 70 FOR 5.3
 EZ5116'MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 WEST
 EZ5116'3.3 MILES TO ENTRANCE TO MEMORIAL PARK CEMETERY.  STATION IS
 EZ5116'48.2 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER JUST E OF
 EZ5116'CEMETERY ENTRANCE.
 EZ5116'
 EZ5116'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5116'BOOT HILL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5116'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5116'
 EZ5116'MARK IS
 EZ5116'
 EZ5116'8.8 FT S OF EDGE OF W LANE OF U.S. 70
 EZ5116'
 EZ5116'102.3 FT N OF EASTERNMOST STONE PILLAR AT ENTRANCE TO CEMETERY
 EZ5116
 EZ5116                          STATION RECOVERY (1968)
 EZ5116
 EZ5116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5116'BOOT HILL 1961 NCGS DESTROYED BY ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0977 ***********************************************************************
 EA0977  DESIGNATION -  BOOTH
 EA0977  PID         -  EA0977
 EA0977  STATE/COUNTY-  NC/ONSLOW
 EA0977  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA0977
 EA0977                         *CURRENT SURVEY CONTROL
 EA0977  ___________________________________________________________________
 EA0977* NAD 83(2007)-  34 41 24.98601(N)    077 28 43.18054(W)     ADJUSTED  
 EA0977* NAVD 88     -         5.391  (meters)      17.69   (feet)  ADJUSTED  
 EA0977  ___________________________________________________________________
 EA0977  EPOCH DATE  -        2002.00
 EA0977  X           -   1,138,223.933 (meters)                     COMP
 EA0977  Y           -  -5,125,162.553 (meters)                     COMP
 EA0977  Z           -   3,609,649.398 (meters)                     COMP
 EA0977  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 EA0977  ELLIP HEIGHT-         -31.727 (meters)          (02/10/07) ADJUSTED
 EA0977  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA0977  DYNAMIC HT  -           5.385 (meters)      17.67  (feet)  COMP
 EA0977
 EA0977  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA0977  Type    PID    Designation                      North   East  Ellip
 EA0977  -------------------------------------------------------------------
 EA0977  NETWORK EA0977 BOOTH                             1.14   1.00   1.76
 EA0977  -------------------------------------------------------------------
 EA0977  MODELED GRAV-     979,679.5   (mgal)                       NAVD 88
 EA0977
 EA0977  VERT ORDER  -  FIRST     CLASS II
 EA0977
 EA0977.The horizontal coordinates were established by GPS observations
 EA0977.and adjusted by the National Geodetic Survey in February 2007.
 EA0977
 EA0977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA0977.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA0977.The horizontal coordinates are valid at the epoch date displayed above.
 EA0977.The epoch date for horizontal control is a decimal equivalence
 EA0977.of Year/Month/Day.
 EA0977
 EA0977.The orthometric height was determined by differential leveling
 EA0977.and adjusted in June 1991.
 EA0977
 EA0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA0977
 EA0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0977
 EA0977.The ellipsoidal height was determined by GPS observations
 EA0977.and is referenced to NAD 83.
 EA0977
 EA0977.The geoid height was determined by GEOID03.
 EA0977
 EA0977.The dynamic height is computed by dividing the NAVD 88
 EA0977.geopotential number by the normal gravity value computed on the
 EA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0977.degrees latitude (g = 980.6199 gals.).
 EA0977
 EA0977.The modeled gravity was interpolated from observed gravity values.
 EA0977
 EA0977;                    North         East     Units Scale Factor Converg.
 EA0977;SPC NC       -   105,373.873   748,986.158   MT  0.99992028   +0 52 41.1
 EA0977;SPC NC       -   345,714.12  2,457,298.75   sFT  0.99992028   +0 52 41.1
 EA0977;UTM  18      - 3,841,492.753   272,943.953   MT  1.00023547   -1 24 40.7
 EA0977
 EA0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0977!SPC NC       -   1.00000498  x   0.99992028  =   0.99992526
 EA0977!UTM  18      -   1.00000498  x   1.00023547  =   1.00024045
 EA0977
 EA0977|---------------------------------------------------------------------|
 EA0977| PID    Reference Object                     Distance      Geod. Az  |
 EA0977|                                                           dddmmss.s |
 EA0977| EA1029 KIT                                 238.403 METERS 00342     |
 EA0977| EA0992 CEMETERY                            APPROX. 1.3 KM 1503636.1 |
 EA0977|---------------------------------------------------------------------|
 EA0977
 EA0977                          SUPERSEDED SURVEY CONTROL
 EA0977
 EA0977  NAD 83(1986)-  34 41 24.99798(N)    077 28 43.19025(W) AD(       ) 1
 EA0977  NAD 83(2001)-  34 41 24.98702(N)    077 28 43.17900(W) AD(       ) 1
 EA0977  ELLIP H (11/24/04)  -31.714  (m)                       GP(       ) 4 2
 EA0977  NAD 83(1986)-  34 41 25.00047(N)    077 28 43.18757(W) AD(       ) 2
 EA0977  NAD 27      -  34 41 24.40721(N)    077 28 44.31412(W) AD(       ) 2
 EA0977  NAVD 88 (11/24/04)    5.39   (m)           17.7    (f) LEVELING    3  
 EA0977  NGVD 29 (07/19/86)    5.71   (m)           18.7    (f) LEVELING    3  
 EA0977
 EA0977.Superseded values are not recommended for survey control.
 EA0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0977.See file dsdata.txt to determine how the superseded data were derived.
 EA0977
 EA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7294441493(NAD 83)
 EA0977_MARKER: DE = TRAVERSE STATION DISK
 EA0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0977_SP_SET: CONCRETE POST
 EA0977_STAMPING: BOOTH 1974
 EA0977_MARK LOGO: NCGS  
 EA0977_PROJECTION: RECESSED 8 CENTIMETERS
 EA0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0977+STABILITY: SURFACE MOTION
 EA0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0977+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 EA0977
 EA0977  HISTORY     - Date     Condition        Report By
 EA0977  HISTORY     - 1974     MONUMENTED       NCGS
 EA0977  HISTORY     - 1979     GOOD             NCGS
 EA0977  HISTORY     - 1979     GOOD             NCGS
 EA0977  HISTORY     - 20020611 GOOD             NCGS
 EA0977  HISTORY     - 20060327 GOOD             USPSQD
 EA0977
 EA0977                          STATION DESCRIPTION
 EA0977
 EA0977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0977'BOOTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0977'THE VICINITY OF VERONA, NORTH CAROLINA.
 EA0977'
 EA0977'BOOTH IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF VERONA AND 5.0
 EA0977'MILES SSW OF JACKSONVILLE.  TO REACH STATION FROM INTERSECTION OF
 EA0977'U.S. 17 WITH U.S. 258, PROCEED SOUTHERLY ALONG U.S. 17 FOR 5.15
 EA0977'MILES TO STATION ON RIGHT, NEAR A PHONE BOOTH AT A TEXACO STATION,
 EA0977'0.15 MILE SOUTH OF INTERSECTION WITH SR 1107, AND 1.7 MILES NORTH
 EA0977'OF INTERSECTION WITH SR 1121 AT VERONA.
 EA0977'
 EA0977'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0977'BOOTH 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0977'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0977'
 EA0977'MARK IS 82.5 FT W OF C/L OF U.S. 17.
 EA0977'
 EA0977'54.5 FT SE OF SE CORNER OF TEXACO STATION BUILDING.
 EA0977'
 EA0977'4.3 FT W OF PP WITH METER BOX, AND WITH ALUMINUM REF. TAG.
 EA0977'
 EA0977'3.8 FT N OF SIGN POST WITH ALUMINUM REF. TAG.
 EA0977'
 EA0977'71.7 FT E OF NE CORNER OF A YELLOW BLOCK GARAGE BUILDING.
 EA0977
 EA0977                          STATION RECOVERY (1979)
 EA0977
 EA0977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA0977'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EA0977
 EA0977                          STATION RECOVERY (1979)
 EA0977
 EA0977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0977'1.5 MI NORTH FROM VERONA.
 EA0977'5.0 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH U.S. 258
 EA0977'IN JACKSONVILLE ON WEST SIDE OF A TELEPHONE BOOTH AT A TEXACO
 EA0977'STATION AND 0.1 MILE SOUTH OF INTERSECTION WITH SR 1107 (PADGETT
 EA0977'ROAD), 82.5 FEET WEST OF CENTERLINE OF HIGHWAY, 54.5 FEET
 EA0977'SOUTHEAST OF SOUTHEAST CORNER OF SERVICE STATION, 4.3 FEET WEST
 EA0977'OF A POWER POLE WITH METER BOX AND REFERENCE TAG AND 71.7 FEET
 EA0977'EAST OF NORTHEAST CORNER OF A YELLOW BLOCK GARAGE.
 EA0977'THE MARK IS 2 FT BELOW HIGHWAY.
 EA0977
 EA0977                          STATION RECOVERY (2002)
 EA0977
 EA0977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (RJC)
 EA0977'RECOVERED AS DESCRIBED. BUT PHONE BOOTH IS GONE AND STORE IS
 EA0977'ABANDONED.
 EA0977
 EA0977                          STATION RECOVERY (2006)
 EA0977
 EA0977'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0337 ***********************************************************************
 FA0337  DESIGNATION -  BOOTH
 FA0337  PID         -  FA0337
 FA0337  STATE/COUNTY-  NC/MECKLENBURG
 FA0337  USGS QUAD   -  WEDDINGTON (1988)
 FA0337
 FA0337                         *CURRENT SURVEY CONTROL
 FA0337  ___________________________________________________________________
 FA0337* NAD 83(2001)-  35 05 26.92769(N)    080 48 22.40057(W)     ADJUSTED  
 FA0337* NAVD 88     -       209.343  (meters)     686.82   (feet)  ADJUSTED  
 FA0337  ___________________________________________________________________
 FA0337  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 FA0337  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA0337  DYNAMIC HT  -         209.152 (meters)     686.19  (feet)  COMP
 FA0337  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 FA0337
 FA0337  HORZ ORDER  -  SECOND
 FA0337  VERT ORDER  -  SECOND    CLASS 0
 FA0337
 FA0337.The horizontal coordinates were established by classical geodetic methods
 FA0337.and adjusted by the National Geodetic Survey in August 2005.
 FA0337
 FA0337.The orthometric height was determined by differential leveling
 FA0337.and adjusted in June 1991.
 FA0337
 FA0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0337
 FA0337.The geoid height was determined by GEOID03.
 FA0337
 FA0337.The dynamic height is computed by dividing the NAVD 88
 FA0337.geopotential number by the normal gravity value computed on the
 FA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0337.degrees latitude (g = 980.6199 gals.).
 FA0337
 FA0337.The modeled gravity was interpolated from observed gravity values.
 FA0337
 FA0337;                    North         East     Units Scale Factor Converg.
 FA0337;SPC NC       -   150,234.542   444,926.288   MT  0.99987652   -1 02 33.0
 FA0337;SPC NC       -   492,894.49  1,459,729.00   sFT  0.99987652   -1 02 33.0
 FA0337;UTM  17      - 3,883,131.155   517,662.982   MT  0.99960384   +0 06 41.0
 FA0337
 FA0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0337!SPC NC       -   0.99997189  x   0.99987652  =   0.99984842
 FA0337!UTM  17      -   0.99997189  x   0.99960384  =   0.99957574
 FA0337
 FA0337:                Primary Azimuth Mark                     Grid Az
 FA0337:SPC NC       -  REA                                      199 40 37.2
 FA0337:UTM  17      -  REA                                      198 31 23.2
 FA0337
 FA0337|---------------------------------------------------------------------|
 FA0337| PID    Reference Object                     Distance      Geod. Az  |
 FA0337|                                                           dddmmss.s |
 FA0337| FA2465 REA                                 APPROX. 3.2 KM 1983804.2 |
 FA0337|---------------------------------------------------------------------|
 FA0337
 FA0337                          SUPERSEDED SURVEY CONTROL
 FA0337
 FA0337  NAD 83(1986)-  35 05 26.94507(N)    080 48 22.40959(W) AD(       ) 2
 FA0337  NAD 27      -  35 05 26.41762(N)    080 48 23.14238(W) AD(       ) 2
 FA0337  NGVD 29 (??/??/92)  209.574  (m)          687.58   (f) ADJ UNCH    2 0
 FA0337
 FA0337.Superseded values are not recommended for survey control.
 FA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0337.See file dsdata.txt to determine how the superseded data were derived.
 FA0337
 FA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1766383131(NAD 83)
 FA0337_MARKER: DE = TRAVERSE STATION DISK
 FA0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0337_STAMPING: BOOTH 1962
 FA0337_MARK LOGO: NCGS  
 FA0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0337+STABILITY: SURFACE MOTION
 FA0337
 FA0337  HISTORY     - Date     Condition        Report By
 FA0337  HISTORY     - 1962     MONUMENTED       NCGS
 FA0337  HISTORY     - 1972     GOOD             NCGS
 FA0337  HISTORY     - 1976     GOOD             LOCSUR
 FA0337  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0337  HISTORY     - 1989     GOOD             USPSQD
 FA0337  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0337  HISTORY     - 20001004 SEE DESCRIPTION  NCGS
 FA0337
 FA0337                          STATION DESCRIPTION
 FA0337
 FA0337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA0337'BOOTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON LINE 2,
 FA0337'CHARLOTTE, NORTH CAROLINA.  LINE 2 IS FROM N. C. STATION
 FA0337'REA (NEAR USC AND GS PROVIDENCE) TO N. C. STATION BANK
 FA0337'(NEAR USC AND GS CHARLOTTE).
 FA0337'
 FA0337'STATION IS 9.4 MILES S X E OF THE CENTER OF CHARLOTTE, GO
 FA0337'10.5 MILES S ON NC 16 OR PROVIDENCE RD. TO NC 51, TURN LEFT
 FA0337'AND GO WEST 1.7 MILES TO WHITE BRICK RESIDENCE AT
 FA0337'CREST OF HILL ON RIGHT SIDE OF ROAD.  STATION IS 250 FT NW OF NC
 FA0337'51 AND 42.0 FT SE OF FRONT DOOR OF RESIDENCE.
 FA0337'
 FA0337'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0337'BOOTH 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0337'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA0337'
 FA0337'MARK IS
 FA0337'
 FA0337'250.00 FT NW OF NC 51
 FA0337'
 FA0337'42.40 FT SE OF CENTER OF THRESHOLD OF FRONT DOOR
 FA0337'
 FA0337'6.70 FT SW OF C/L OF BROKEN STONE SIDEWALK
 FA0337'
 FA0337'12.7 FT NE OF 3 NAILS IN 20 INCH MAPLE
 FA0337'
 FA0337'20.9 FT NE OF 3 NAILS IN 24 INCH OAK
 FA0337'
 FA0337'33.50 FT SW OF 3 NAILS IN 24 INCH W OAK
 FA0337'
 FA0337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0337
 FA0337                          STATION RECOVERY (1972)
 FA0337
 FA0337'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0337'4.8 MI E FROM PINEVILLE.
 FA0337'STATION IS ABOUT 1.7 MI. SW ALONG NC 51 FROM JUNCTION WITH NC 16,
 FA0337'AT CREST OF HILL ON NW SIDE OF HIGHWAY, APPROXIMATELY 250 FT NW
 FA0337'OF NC 51, 42.4 FT SE OF CENTER OF THRESHOLD OF FRONT DOOR TO A
 FA0337'WHITE BRICK RESIDENCE, 6.7 FT SW OF C/L OF A BROKEN STONE SIDEWALK,
 FA0337'12.7 FT NE OF 20 INCH MAPLE AND 33.5 FT SW OF 24 INCH WHITE OAK.
 FA0337'DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE GROUND.
 FA0337
 FA0337                          STATION RECOVERY (1976)
 FA0337
 FA0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976 (LJZ)
 FA0337'BOOTH 1962 GOOD CONDITION.
 FA0337'
 FA0337'MARK IS--11.4 FT NE OF MAPLE TREE.  4.9 FT NW OF VERTICAL PIPE
 FA0337'OF SPIGOT.
 FA0337
 FA0337                          STATION RECOVERY (1988)
 FA0337
 FA0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0337'MARK NOT FOUND.
 FA0337
 FA0337                          STATION RECOVERY (1989)
 FA0337
 FA0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0337'RECOVERED IN GOOD CONDITION.
 FA0337
 FA0337                          STATION RECOVERY (1990)
 FA0337
 FA0337'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0337'MARK NOT FOUND.
 FA0337
 FA0337                          STATION RECOVERY (2000)
 FA0337
 FA0337'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0337'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  NC 51 HAS BEEN
 FA0337'WIDENED TO 4 LANES WITH A MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2881 ***********************************************************************
 AB2881  DESIGNATION -  BOOTH
 AB2881  PID         -  AB2881
 AB2881  STATE/COUNTY-  NC/CHATHAM
 AB2881  USGS QUAD   -  GREEN LEVEL (1993)
 AB2881
 AB2881                         *CURRENT SURVEY CONTROL
 AB2881  ___________________________________________________________________
 AB2881* NAD 83(2001)-  35 51 38.69049(N)    078 56 56.84684(W)     ADJUSTED  
 AB2881* NAVD 88     -        87.41   (+/-2cm)     286.8    (feet)  VERTCON   
 AB2881  ___________________________________________________________________
 AB2881  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 AB2881  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 AB2881  HORZ ORDER  -  SECOND
 AB2881  VERT ORDER  -  THIRD (See Below)
 AB2881
 AB2881.The horizontal coordinates were established by classical geodetic methods
 AB2881.and adjusted by the National Geodetic Survey in August 2005.
 AB2881
 AB2881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2881.The vertical order pertains to the NGVD 29 superseded value.
 AB2881
 AB2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2881
 AB2881.The geoid height was determined by GEOID03.
 AB2881
 AB2881;                    North         East     Units Scale Factor Converg.
 AB2881;SPC NC       -   234,151.620   614,196.101   MT  0.99992897   +0 01 45.7
 AB2881;SPC NC       -   768,212.44  2,015,075.04   sFT  0.99992897   +0 01 45.7
 AB2881;UTM  17      - 3,970,445.462   685,177.489   MT  1.00002255   +1 12 06.4
 AB2881
 AB2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2881!SPC NC       -   0.99999123  x   0.99992897  =   0.99992020
 AB2881!UTM  17      -   0.99999123  x   1.00002255  =   1.00001378
 AB2881
 AB2881                          SUPERSEDED SURVEY CONTROL
 AB2881
 AB2881  NAD 83(1986)-  35 51 38.69491(N)    078 56 56.85546(W) AD(       ) 2
 AB2881  NGVD 29 (04/29/96)   87.66   (m)          287.6    (f) LEVELING    3  
 AB2881
 AB2881.Superseded values are not recommended for survey control.
 AB2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2881.See file dsdata.txt to determine how the superseded data were derived.
 AB2881
 AB2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8517770445(NAD 83)
 AB2881_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2881_STAMPING: BOOTH 1984
 AB2881_MARK LOGO: NCGS  
 AB2881_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2881+STABILITY: SURFACE MOTION
 AB2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2881+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 AB2881
 AB2881  HISTORY     - Date     Condition        Report By
 AB2881  HISTORY     - 1984     MONUMENTED       NCGS
 AB2881  HISTORY     - 20050518 GOOD             GEOCAC
 AB2881  HISTORY     - 20060824 GOOD             USPSQD
 AB2881
 AB2881                          STATION DESCRIPTION
 AB2881
 AB2881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2881'STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTH-SOUTHWEST OF DURHAM
 AB2881'AND 25.7 KM (16.0 MI) NORTHEAST OF PITTSBORO.$ALONG NC 751 FOR 0.8 KM
 AB2881'(0.5 MI) SOUTH FROM CHATHAM-DURHAM COUNTY LINE AND ACROSS HIGHWAY FROM
 AB2881'A WHITE RAIL PASTURE FENCE ADJOINING THE BOOTH RESIDENCE.$MARK IS
 AB2881'LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 9.0 M (29.5 FT)
 AB2881'NORTHWEST OF THE CENTERLINE OF HIGHWAY, 7.4 M (24.3 FT)
 AB2881'SOUTH-SOUTHWEST OF A SURVEY MONUMENT--NH 74 1964--, 21.5 M (70.5 FT)
 AB2881'NORTH OF THE NORTH END OF A DRIVEWAY CULVERT ACROSS HIGHWAY, 23.0 M
 AB2881'(75.5 FT) NORTHEAST OF A 30-INCH OAK--AND 2.0 M (6.6 FT)
 AB2881'EAST-SOUTHEAST OF AN 8-INCH PINE AND 15.6 M (51.2 FT) SOUTHWEST OF A
 AB2881'BRACE POLE--BOTH WITH REFERENCE TAGS.
 AB2881
 AB2881                          STATION RECOVERY (2005)
 AB2881
 AB2881'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2881'RECOVERED AS DESCRIBED, EXCEPT NEARBY STATION NH-74 (REFERENCED IN THE
 AB2881'DESCRIPTION) WAS NOT FOUND.
 AB2881' 
 AB2881' 
 AB2881
 AB2881                          STATION RECOVERY (2006)
 AB2881
 AB2881'RECOVERY NOTE BY US POWER SQUADRON 2006
 AB2881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8201 ***********************************************************************
 AF8201  DESIGNATION -  BOOTH
 AF8201  PID         -  AF8201
 AF8201  STATE/COUNTY-  NC/RUTHERFORD
 AF8201  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8201
 AF8201                         *CURRENT SURVEY CONTROL
 AF8201  ___________________________________________________________________
 AF8201* NAD 83(2001)-  35 21 52.92154(N)    081 57 10.95212(W)     ADJUSTED  
 AF8201* NAVD 88     -       281.6    (meters)     924.     (feet)  VERT ANG  
 AF8201  ___________________________________________________________________
 AF8201  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AF8201  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AF8201  HORZ ORDER  -  SECOND
 AF8201
 AF8201.The horizontal coordinates were established by classical geodetic methods
 AF8201.and adjusted by the National Geodetic Survey in August 2005.
 AF8201
 AF8201.The orthometric height was determined by vertical angle observations.
 AF8201
 AF8201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8201
 AF8201.The geoid height was determined by GEOID03.
 AF8201
 AF8201;                    North         East     Units Scale Factor Converg.
 AF8201;SPC NC       -   183,109.845   341,298.205   MT  0.99987453   -1 42 15.9
 AF8201;SPC NC       -   600,752.88  1,119,742.53   sFT  0.99987453   -1 42 15.9
 AF8201;UTM  17      - 3,913,904.963   413,419.615   MT  0.99969238   -0 33 05.9
 AF8201
 AF8201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8201!SPC NC       -   0.99996081  x   0.99987453  =   0.99983535
 AF8201!UTM  17      -   0.99996081  x   0.99969238  =   0.99965320
 AF8201
 AF8201                          SUPERSEDED SURVEY CONTROL
 AF8201
 AF8201  NAD 83(1986)-  35 21 52.93413(N)    081 57 10.95396(W) AD(       ) 2
 AF8201
 AF8201.Superseded values are not recommended for survey control.
 AF8201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8201.See file dsdata.txt to determine how the superseded data were derived.
 AF8201
 AF8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1342013905(NAD 83)
 AF8201_MARKER: DE = TRAVERSE STATION DISK
 AF8201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8201_STAMPING: BOOTH 1985
 AF8201_MARK LOGO: NCGS  
 AF8201_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8201+STABILITY: SURFACE MOTION
 AF8201
 AF8201  HISTORY     - Date     Condition        Report By
 AF8201  HISTORY     - 1985     MONUMENTED       NCGS
 AF8201  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AF8201  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AF8201  HISTORY     - 20050220 GOOD             GEOCAC
 AF8201  HISTORY     - 20050912 GOOD             USPSQD
 AF8201
 AF8201                          STATION DESCRIPTION
 AF8201
 AF8201'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8201'STATION IS LOCATED IN RUTHERFORDTON AT 324 CHARLOTTE ROAD. ALONG US
 AF8201'74-US 221A (CHARLOTTE ROAD) FOR 0.5 KM (0.30 MI) EAST OF THE US 221
 AF8201'INTERSECTION IN RUTHERFORDTON. MARK IS FLUSH WITH GROUND AND LEVEL
 AF8201'WITH US 74.  LOCATED 9.14 M (29.99 FT) SOUTH-SOUTHWEST OF THE
 AF8201'CENTERLINE OF US 74, 1.01 M (3.31 FT) NORTH-NORTHEAST OF POWER POLE
 AF8201'WITH TRANSFORMER, 2.90 M (9.51 FT) WEST-NORTHWEST OF CENTER OF
 AF8201'CONCRETE SIDEWALK, 13.41 M (44.00 FT) NORTH-NORTHEAST OF NORTHWEST
 AF8201'CORNER OF BOOTH REALTY, AND 6.10 M (20.01 FT) NORTHWEST OF CENTER OF
 AF8201'WATER METER COVER.
 AF8201
 AF8201                          STATION RECOVERY (2001)
 AF8201
 AF8201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8201'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AF8201
 AF8201                          STATION RECOVERY (2004)
 AF8201
 AF8201'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 AF8201'MARK NOT FOUND.
 AF8201
 AF8201                          STATION RECOVERY (2005)
 AF8201
 AF8201'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AF8201'RECOVERED AS DESCRIBED WITH FOLLOWING UPDATES TO DESCRIPTION. BUILDING
 AF8201'NOW OCCUPIED BY KSP INTERIORS (NOT BOOTH REALTY). SIDEWALK HAS BEEN
 AF8201'REMOVED. POWER POLE WITH REF TAG OKAY. MARK RECESSED 2 CM.
 AF8201
 AF8201                          STATION RECOVERY (2005)
 AF8201
 AF8201'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 AF8201'STATION LOCATED IN FRONT OF KSP INTERIORS, NO LONGER BOOTH REALTY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1581 ***********************************************************************
 FA1581  DESIGNATION -  BOOTLEG
 FA1581  PID         -  FA1581
 FA1581  STATE/COUNTY-  NC/DAVIDSON
 FA1581  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1581
 FA1581                         *CURRENT SURVEY CONTROL
 FA1581  ___________________________________________________________________
 FA1581* NAD 83(2001)-  35 54 39.96862(N)    080 03 07.79690(W)     ADJUSTED  
 FA1581* NAVD 88     -       267.2    (meters)     877.     (feet)  VERTCON   
 FA1581  ___________________________________________________________________
 FA1581  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 FA1581  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FA1581  HORZ ORDER  -  SECOND
 FA1581
 FA1581.The horizontal coordinates were established by classical geodetic methods
 FA1581.and adjusted by the National Geodetic Survey in August 2005.
 FA1581
 FA1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1581
 FA1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1581
 FA1581.The geoid height was determined by GEOID03.
 FA1581
 FA1581;                    North         East     Units Scale Factor Converg.
 FA1581;SPC NC       -   240,240.587   514,635.315   MT  0.99993869   -0 36 26.2
 FA1581;SPC NC       -   788,189.33  1,688,432.70   sFT  0.99993869   -0 36 26.2
 FA1581;UTM  17      - 3,974,503.413   585,523.043   MT  0.99969012   +0 33 21.5
 FA1581
 FA1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1581!SPC NC       -   0.99996295  x   0.99993869  =   0.99990165
 FA1581!UTM  17      -   0.99996295  x   0.99969012  =   0.99965309
 FA1581
 FA1581|---------------------------------------------------------------------|
 FA1581| PID    Reference Object                     Distance      Geod. Az  |
 FA1581|                                                           dddmmss.s |
 FA1581| FA1629 KENNEDAY                            260.957 METERS 00656     |
 FA1581| FA0083 QUALITY                             362.336 METERS 07909     |
 FA1581|---------------------------------------------------------------------|
 FA1581
 FA1581                          SUPERSEDED SURVEY CONTROL
 FA1581
 FA1581  NAD 83(1986)-  35 54 39.97439(N)    080 03 07.80557(W) AD(       ) 2
 FA1581  NAD 27      -  35 54 39.47346(N)    080 03 08.66163(W) AD(       ) 2
 FA1581  NGVD 29 (07/19/86)  267.4    (m)          877.     (f) VERT ANG    3  
 FA1581
 FA1581.Superseded values are not recommended for survey control.
 FA1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1581.See file dsdata.txt to determine how the superseded data were derived.
 FA1581
 FA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8552374503(NAD 83)
 FA1581_MARKER: DE = TRAVERSE STATION DISK
 FA1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1581_STAMPING: BOOTLEG 1961
 FA1581_MARK LOGO: NCGS  
 FA1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1581+STABILITY: SURFACE MOTION
 FA1581
 FA1581  HISTORY     - Date     Condition        Report By
 FA1581  HISTORY     - 1961     MONUMENTED       NCGS
 FA1581
 FA1581                          STATION DESCRIPTION
 FA1581
 FA1581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1581'BOOTLEG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1581'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1581'
 FA1581'STATION IS 4.1 MILES SW OF THE CENTER OF HIGH POINT, 1200 FEET
 FA1581'W OF HIGHWAY BRIDGE (U.S. 29 AND 70) OVER SOUTHERN RAILROAD AND
 FA1581'IN THE NW CORNER OF INTERSECTION OF PLEASANT GROVE ROAD (SR 1772)
 FA1581'AND U.S. HIGHWAY 29 AND 70.
 FA1581'
 FA1581'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1581'BOOTLEG 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1581'WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1581'
 FA1581'MARK IS
 FA1581'
 FA1581'22.70 FT N OF C/L OF WEST BOUND LANE OF U.S. HIGHWAY 29 AND 70.
 FA1581'
 FA1581'37.00 FT W OF C/L OF PLEASANT GROVE ROAD (SECONDARY ROAD 1772).
 FA1581'
 FA1581'20.20 FT SW OF 3 LEAD NAILS IN 4 X 4 SIGN POST (STOP SIGN).
 FA1581'
 FA1581'139.50 FT SW OF 3 LEAD NAILS IN POWER POLE.
 FA1581'
 FA1581'83.00 FT S OF CONCRETE BASE OF AMERICAN GASOLINE SIGN.
 FA1581'
 FA1581'106.70 FT SE OF SE CORNER OF EASTERLY GASOLINE PUMP OF THE
 FA1581'AMERICAN OIL CO. GASOLINE STATION.
 FA1581'
 FA1581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2915 ***********************************************************************
 FB2915  DESIGNATION -  BOOTY
 FB2915  PID         -  FB2915
 FB2915  STATE/COUNTY-  NC/HENDERSON
 FB2915  USGS QUAD   -  BAT CAVE (1987)
 FB2915
 FB2915                         *CURRENT SURVEY CONTROL
 FB2915  ___________________________________________________________________
 FB2915* NAD 83(2001)-  35 23 14.99135(N)    082 21 20.63781(W)     ADJUSTED  
 FB2915* NAVD 88     -       664.3    (meters)    2179.     (feet)  VERT ANG  
 FB2915  ___________________________________________________________________
 FB2915  X           -     692,535.508 (meters)                     COMP
 FB2915  Y           -  -5,159,899.062 (meters)                     COMP
 FB2915  Z           -   3,673,365.882 (meters)                     COMP
 FB2915  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 FB2915  ELLIP HEIGHT-         633.396 (meters)          (11/17/00) ADJUSTED
 FB2915  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 FB2915  HORZ ORDER  -  SECOND
 FB2915  ELLP ORDER  -  FOURTH    CLASS I
 FB2915
 FB2915.The horizontal coordinates were established by classical geodetic methods
 FB2915.and adjusted by the National Geodetic Survey in August 2005.
 FB2915
 FB2915.The orthometric height was determined by vertical angle observations.
 FB2915
 FB2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2915
 FB2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2915
 FB2915.The ellipsoidal height was determined by GPS observations
 FB2915.and is referenced to NAD 83.
 FB2915
 FB2915.The geoid height was determined by GEOID03.
 FB2915
 FB2915;                    North         East     Units Scale Factor Converg.
 FB2915;SPC NC       -   186,799.929   304,809.741   MT  0.99987539   -1 56 12.6
 FB2915;SPC NC       -   612,859.43  1,000,029.96   sFT  0.99987539   -1 56 12.6
 FB2915;UTM  17      - 3,916,860.157   376,869.375   MT  0.99978684   -0 47 06.7
 FB2915
 FB2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2915!SPC NC       -   0.99990059  x   0.99987539  =   0.99977599
 FB2915!UTM  17      -   0.99990059  x   0.99978684  =   0.99968745
 FB2915
 FB2915:                Primary Azimuth Mark                     Grid Az
 FB2915:SPC NC       -  HONEY                                    295 54 03.2
 FB2915:UTM  17      -  HONEY                                    294 44 57.3
 FB2915
 FB2915|---------------------------------------------------------------------|
 FB2915| PID    Reference Object                     Distance      Geod. Az  |
 FB2915|                                                           dddmmss.s |
 FB2915| FB2917 HONEY                               APPROX. 1.2 KM 2935750.6 |
 FB2915|---------------------------------------------------------------------|
 FB2915
 FB2915                          SUPERSEDED SURVEY CONTROL
 FB2915
 FB2915  NAD 83(1986)-  35 23 14.99885(N)    082 21 20.63776(W) AD(       ) 2
 FB2915  NAD 27      -  35 23 14.58240(N)    082 21 21.21944(W) AD(       ) 2
 FB2915  NGVD 29 (07/19/86)  664.4    (m)         2180.     (f) VERT ANG    3  
 FB2915
 FB2915.Superseded values are not recommended for survey control.
 FB2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2915.See file dsdata.txt to determine how the superseded data were derived.
 FB2915
 FB2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7686916860(NAD 83)
 FB2915_MARKER: DE = TRAVERSE STATION DISK
 FB2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2915_STAMPING: BOOTY 1975
 FB2915_MARK LOGO: NCGS  
 FB2915_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2915+STABILITY: SURFACE MOTION
 FB2915
 FB2915  HISTORY     - Date     Condition        Report By
 FB2915  HISTORY     - 1975     MONUMENTED       NCGS
 FB2915  HISTORY     - 20000824 SEE DESCRIPTION  NCGS
 FB2915
 FB2915                          STATION DESCRIPTION
 FB2915
 FB2915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2915'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTHWEST OF EDNEYVILLE
 FB2915'AND 7.7 MILES NORTHEAST OF HENDERSONVILLE.
 FB2915'
 FB2915'TO REACH STATION FROM CROSSROADS INTERSECTION OF US 64 AND SR 1602 AT
 FB2915'EDNEYVILLE, PROCEED SOUTHWESTERLY ALONG US 64 FOR 0.6 MILE TO T
 FB2915'INTERSECTION WITH SR 1586 ON THE RIGHT, THENCE NORTHWEST ALONG SR 1586
 FB2915'FOR 0.3 MILE TO INTERSECTION WITH SR 1587 ON THE RIGHT AND DRIVE ON
 FB2915'LEFT LEADNG TO M. L. TILLMAN APPLE PACKING WAREHOUSE, THENCE SOUTH
 FB2915'ALONG DRIVE FOR 0.1 MILE TO EAST SIDE (REAR) OF WAREHOUSE AND STATION
 FB2915'NEAR POWER POLE AT EDGE OF FIELD.
 FB2915'
 FB2915'STATION MARK IS A STANDARD DISK, STAMPED---BOOTY 1975---, SET IN THE
 FB2915'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2915'SURFACE.  MARK IS 8.5 FEET SOUTHEAST OF POWER POLE WITH NIGHT LIGHT
 FB2915'AND REFERENCE TAG, 3.6 FEET EAST-NORTHEAST OF FENCE LINE, 15.9 FEET
 FB2915'NORTH-NORTHWEST OF FENCE POST WITH REFERENCE TAG, 51.0 FEET NORTH-
 FB2915'NORTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 32.6 FEET
 FB2915'EAST-NORTHEAST OF EDGE OF CONCRETE PARKING AREA AND 116.3 FEET EAST-
 FB2915'SOUTHEAST OF NORTHEAST CORNER OF M. L. TILLMAN APPLE WAREHOUSE.
 FB2915
 FB2915                          STATION RECOVERY (2000)
 FB2915
 FB2915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 FB2915'STATION WAS NOT FOUND, AND IS BELIEVED DESTROYED BY CONSTRUCTION OF A
 FB2915'SMALL SHED AT REFERENCED SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1165 ***********************************************************************
 EY1165  DESIGNATION -  BOOZE
 EY1165  PID         -  EY1165
 EY1165  STATE/COUNTY-  NC/WILSON
 EY1165  USGS QUAD   -  STANTONSBURG (1978)
 EY1165
 EY1165                         *CURRENT SURVEY CONTROL
 EY1165  ___________________________________________________________________
 EY1165* NAD 83(2001)-  35 36 23.23570(N)    077 48 53.86712(W)     ADJUSTED  
 EY1165* NAVD 88     -        28.877  (meters)      94.74   (feet)  ADJUSTED  
 EY1165  ___________________________________________________________________
 EY1165  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 EY1165  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 EY1165  DYNAMIC HT  -          28.852 (meters)      94.66  (feet)  COMP
 EY1165  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 EY1165
 EY1165  HORZ ORDER  -  SECOND
 EY1165  VERT ORDER  -  SECOND    CLASS I
 EY1165
 EY1165.The horizontal coordinates were established by classical geodetic methods
 EY1165.and adjusted by the National Geodetic Survey in August 2005.
 EY1165
 EY1165.The orthometric height was determined by differential leveling
 EY1165.and adjusted in June 1991.
 EY1165
 EY1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1165
 EY1165.The geoid height was determined by GEOID03.
 EY1165
 EY1165.The dynamic height is computed by dividing the NAVD 88
 EY1165.geopotential number by the normal gravity value computed on the
 EY1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1165.degrees latitude (g = 980.6199 gals.).
 EY1165
 EY1165.The modeled gravity was interpolated from observed gravity values.
 EY1165
 EY1165;                    North         East     Units Scale Factor Converg.
 EY1165;SPC NC       -   206,578.996   716,962.675   MT  0.99989169   +0 41 02.3
 EY1165;SPC NC       -   677,751.26  2,352,235.04   sFT  0.99989169   +0 41 02.3
 EY1165;UTM  18      - 3,943,948.616   245,006.238   MT  1.00040134   -1 38 23.3
 EY1165
 EY1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1165!SPC NC       -   1.00000099  x   0.99989169  =   0.99989268
 EY1165!UTM  18      -   1.00000099  x   1.00040134  =   1.00040233
 EY1165
 EY1165|---------------------------------------------------------------------|
 EY1165| PID    Reference Object                     Distance      Geod. Az  |
 EY1165|                                                           dddmmss.s |
 EY1165| EY3011 WAINSFIELD                          375.225 METERS 07707     |
 EY1165| EY3012 SEA CORP WATER TANK                 332.838 METERS 15541     |
 EY1165|---------------------------------------------------------------------|
 EY1165
 EY1165                          SUPERSEDED SURVEY CONTROL
 EY1165
 EY1165  NAD 83(1986)-  35 36 23.24333(N)    077 48 53.87553(W) AD(       ) 2
 EY1165  NAD 27      -  35 36 22.66810(N)    077 48 54.94749(W) AD(       ) 2
 EY1165  NGVD 29 (??/??/92)   29.162  (m)           95.68   (f) ADJ UNCH    2 1
 EY1165
 EY1165.Superseded values are not recommended for survey control.
 EY1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1165.See file dsdata.txt to determine how the superseded data were derived.
 EY1165
 EY1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4500643949(NAD 83)
 EY1165_MARKER: DE = TRAVERSE STATION DISK
 EY1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY1165_SP_SET: ISLAND
 EY1165_STAMPING: BOOZE 1975
 EY1165_MARK LOGO: NCGS  
 EY1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1165
 EY1165  HISTORY     - Date     Condition        Report By
 EY1165  HISTORY     - 1975     MONUMENTED       NCGS
 EY1165  HISTORY     - 1977     GOOD             NCGS
 EY1165  HISTORY     - 1979     GOOD             NCGS
 EY1165  HISTORY     - 19920809 GOOD             USPSQD
 EY1165
 EY1165                          STATION DESCRIPTION
 EY1165
 EY1165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1165'BOOZE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1165'IN THE VICINITY OF STANTONSBURG, NORTH CAROLINA.
 EY1165'
 EY1165'BOOZE IS LOCATED IN EAST STANTONSBURG.  STATION IS AT THE
 EY1165'SOUTHEASTERNMOST INTERSECTION OF NC 222 WITH NC 58 IN THE EAST END
 EY1165'OF THE CONCRETE TRAFFIC ISLAND IN NC 222, AND APPROXIMATELY 400
 EY1165'FEET SOUTH OF THE STANTONSBURG ABC STORE.
 EY1165'
 EY1165'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1165'BOOZE 1975, SET FLUSH IN DRILL HOLE IN CONCRETE TRAFFIC ISLAND.
 EY1165'
 EY1165'MARK IS 83.6 FT E OF C/L OF NC 58
 EY1165'
 EY1165'13.9 FT W OF METAL SIGN POST IN EAST END OF TRAFFIC ISLAND
 EY1165'
 EY1165'24.0 FT S OF CENTER OF METAL STORM DRAIN
 EY1165'
 EY1165'128.3 FT WSW OF TELEPHONE PEDESTAL
 EY1165'
 EY1165'79.2 FT SE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY1165'
 EY1165'34.1 FT N OF PP WITH ALUMINUM REF. TAG
 EY1165'
 EY1165'35.6 FT SSW OF TP 16 WITH ALUMINUM REF. TAG
 EY1165
 EY1165                          STATION RECOVERY (1977)
 EY1165
 EY1165'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY1165'IN STANTONSBURG.
 EY1165'STATION IS AT THE SOUTHEASTERNMOST INTERSECTION OF NC 222 WITH NC 58
 EY1165'IN THE EAST END OF THE CONCRETE TRAFFIC ISLAND IN NC 222, AND
 EY1165'APPROXIMATELY 400 FEET SOUTH OF THE STANTONSBURG ABC STORE.  83.6 FT.
 EY1165'E OF CENTERLINE OF NC 58, 13.9 FT. W OF METAL SIGN POST IN ISLAND,
 EY1165'24.0 FT. S OF CENTER OF METAL STORM DRAIN, 128.3 FT. WSW OF TELEPHONE
 EY1165'PEDESTAL, 79.2 FT. SE OF POWER POLE WITH ALUMINUM REF. TAG AND
 EY1165'TRANSFORMER, 34.1 FT. N OF POWER POLE WITH ALUMINUM REF. TAG AND 35.6
 EY1165'FT. SSW OF TP NO. 16 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN
 EY1165'DRILL HOLE IN CONCRETE TRAFFIC ISLAND.
 EY1165
 EY1165                          STATION RECOVERY (1979)
 EY1165
 EY1165'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1165'RECOVERED IN GOOD CONDITION.
 EY1165
 EY1165                          STATION RECOVERY (1992)
 EY1165
 EY1165'RECOVERY NOTE BY US POWER SQUADRON 1992 (JDR)
 EY1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3228 ***********************************************************************
 EZ3228  DESIGNATION -  BOOZE
 EZ3228  PID         -  EZ3228
 EZ3228  STATE/COUNTY-  NC/MONTGOMERY
 EZ3228  USGS QUAD   -  BISCOE (1994)
 EZ3228
 EZ3228                         *CURRENT SURVEY CONTROL
 EZ3228  ___________________________________________________________________
 EZ3228* NAD 83(2001)-  35 21 57.64346(N)    079 46 49.23729(W)     ADJUSTED  
 EZ3228* NAVD 88     -       187.906  (meters)     616.49   (feet)  ADJUSTED  
 EZ3228  ___________________________________________________________________
 EZ3228  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 EZ3228  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ3228  DYNAMIC HT  -         187.739 (meters)     615.94  (feet)  COMP
 EZ3228  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 EZ3228
 EZ3228  HORZ ORDER  -  SECOND
 EZ3228  VERT ORDER  -  SECOND    CLASS II
 EZ3228
 EZ3228.The horizontal coordinates were established by classical geodetic methods
 EZ3228.and adjusted by the National Geodetic Survey in August 2005.
 EZ3228
 EZ3228.The orthometric height was determined by differential leveling
 EZ3228.and adjusted in June 1991.
 EZ3228
 EZ3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3228
 EZ3228.The geoid height was determined by GEOID03.
 EZ3228
 EZ3228.The dynamic height is computed by dividing the NAVD 88
 EZ3228.geopotential number by the normal gravity value computed on the
 EZ3228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3228.degrees latitude (g = 980.6199 gals.).
 EZ3228
 EZ3228.The modeled gravity was interpolated from observed gravity values.
 EZ3228
 EZ3228;                    North         East     Units Scale Factor Converg.
 EZ3228;SPC NC       -   179,543.077   538,693.358   MT  0.99987457   -0 27 01.4
 EZ3228;SPC NC       -   589,050.91  1,767,363.13   sFT  0.99987457   -0 27 01.4
 EZ3228;UTM  17      - 3,914,316.280   610,800.584   MT  0.99975129   +0 42 21.6
 EZ3228
 EZ3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3228!SPC NC       -   0.99997531  x   0.99987457  =   0.99984988
 EZ3228!UTM  17      -   0.99997531  x   0.99975129  =   0.99972660
 EZ3228
 EZ3228:                Primary Azimuth Mark                     Grid Az
 EZ3228:SPC NC       -  COE                                      175 55 32.7
 EZ3228:UTM  17      -  COE                                      174 46 09.7
 EZ3228
 EZ3228|---------------------------------------------------------------------|
 EZ3228| PID    Reference Object                     Distance      Geod. Az  |
 EZ3228|                                                           dddmmss.s |
 EZ3228| EZ3227 COE                                 439.934 METERS 1752831.3 |
 EZ3228|---------------------------------------------------------------------|
 EZ3228
 EZ3228                          SUPERSEDED SURVEY CONTROL
 EZ3228
 EZ3228  NAD 83(1986)-  35 21 57.64825(N)    079 46 49.25138(W) AD(       ) 2
 EZ3228  NAD 27      -  35 21 57.15193(N)    079 46 50.10275(W) AD(       ) 2
 EZ3228  NGVD 29 (07/19/86)  188.1    (m)          617.     (f) VERT ANG    3  
 EZ3228
 EZ3228.Superseded values are not recommended for survey control.
 EZ3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3228.See file dsdata.txt to determine how the superseded data were derived.
 EZ3228
 EZ3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1080114316(NAD 83)
 EZ3228_MARKER: DE = TRAVERSE STATION DISK
 EZ3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3228_SP_SET: CONCRETE POST
 EZ3228_STAMPING: BOOZE 1972
 EZ3228_MARK LOGO: NCGS  
 EZ3228_PROJECTION: PROJECTING 3 CENTIMETERS
 EZ3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3228+STABILITY: SURFACE MOTION
 EZ3228
 EZ3228  HISTORY     - Date     Condition        Report By
 EZ3228  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3228  HISTORY     - 1974     GOOD             NGS
 EZ3228  HISTORY     - 1981     GOOD             NCGS
 EZ3228
 EZ3228                          STATION DESCRIPTION
 EZ3228
 EZ3228'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3228'BOOZE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3228'VICINITY OF BISCOE, NORTH CAROLINA.
 EZ3228'
 EZ3228'BOOZE IS LOCATED IN THE NORTH SECTION OF BISCOE AND 2.8 MILES SOUTH
 EZ3228'OF STAR.  TO REACH STATION FROM THE INTERSECTION OF US 220 AND NC
 EZ3228'24-27 IN BISCOE, PROCEED NORTH ALONG US 220 FOR 0.4 MILE TO STATION
 EZ3228'ON LEFT, 0.85 MILE SOUTH OF INTERSECTION WITH SR 1372 AND 29 FEET
 EZ3228'NORTH OF THE WEST PROJECTION OF THE NORTH SIDE OF ABC STORE.
 EZ3228'
 EZ3228'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOOZE
 EZ3228'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3228'1 INCH ABOVE THE GROUND.
 EZ3228'
 EZ3228'MARK IS
 EZ3228'29.4 FEET W OF C/L OF US 220.
 EZ3228'182.4 FEET S OF C/L OF A PAVED DRIVE.
 EZ3228'34.6 FEET E OF E RAIL OF NORFOLK SOUTHERN RR.
 EZ3228'62.3 FEET ENE OF PP WITH ALUMINUM REF. TAG.
 EZ3228'100.5 FEET SSE OF TP NO. 2-105 WITH ALUMINUM REF. TAG.
 EZ3228
 EZ3228                          STATION RECOVERY (1974)
 EZ3228
 EZ3228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ACD)
 EZ3228'BOOZE 1972 RECOVERED IN GOOD CONDITION.
 EZ3228'
 EZ3228'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BISCOE.
 EZ3228
 EZ3228                          STATION RECOVERY (1981)
 EZ3228
 EZ3228'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3228'IN BISCOE.
 EZ3228'LOCATED ALONG US 220A, 0.4 MILE NORTH OF THE INTERSECTION WITH NC
 EZ3228'24-NC 27, (OR 0.85 MILE SOUTH OF SR 1372), AND 2.9 FEET NORTH OF THE
 EZ3228'WEST PROJECTION OF NORTH SIDE OF ABC STORE, 29.4 FEET WEST OF
 EZ3228'CENTERLINE OF HIGHWAY, 34.6 FEET EAST OF EAST RAIL OF
 EZ3228'NORFOLK/SOUTHERN RAILROAD, 182.4 FEET SOUTH OF CENTERLINE OF PAVE
 EZ3228'DRIVE AND 62.3 FEET EAST-NORTHEAST OF POWER POLE AND 100.5 FEET
 EZ3228'SOUTH-SOUTHEAST OF TELEPHONE POLE (2-105) BOTH WITH REFERENCE TAGS.
 EZ3228'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4457 ***********************************************************************
 FX4457  DESIGNATION -  BOOZE
 FX4457  PID         -  FX4457
 FX4457  STATE/COUNTY-  NC/CAMDEN
 FX4457  USGS QUAD   -  SOUTH MILLS (1982)
 FX4457
 FX4457                         *CURRENT SURVEY CONTROL
 FX4457  ___________________________________________________________________
 FX4457* NAD 83(2001)-  36 26 10.18034(N)    076 20 15.61944(W)     ADJUSTED  
 FX4457* NAVD 88     -         1.8    (meters)       6.     (feet)  VERTCON   
 FX4457  ___________________________________________________________________
 FX4457  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 FX4457  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX4457  HORZ ORDER  -  SECOND
 FX4457
 FX4457.The horizontal coordinates were established by classical geodetic methods
 FX4457.and adjusted by the National Geodetic Survey in August 2005.
 FX4457
 FX4457.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4457
 FX4457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4457
 FX4457.The geoid height was determined by GEOID03.
 FX4457
 FX4457;                    North         East     Units Scale Factor Converg.
 FX4457;SPC NC       -   301,200.479   848,309.761   MT  1.00008637   +1 32 11.8
 FX4457;SPC NC       -   988,188.57  2,783,162.94   sFT  1.00008637   +1 32 11.8
 FX4457;UTM  18      - 4,033,158.222   380,102.923   MT  0.99977711   -0 47 40.5
 FX4457
 FX4457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4457!SPC NC       -   1.00000552  x   1.00008637  =   1.00009189
 FX4457!UTM  18      -   1.00000552  x   0.99977711  =   0.99978263
 FX4457
 FX4457                          SUPERSEDED SURVEY CONTROL
 FX4457
 FX4457  NAD 83(1993)-  36 26 10.18943(N)    076 20 15.62318(W) AD(       ) 2
 FX4457  NAD 83(1986)-  36 26 10.19153(N)    076 20 15.64632(W) AD(       ) 2
 FX4457  NGVD 29 (11/01/90)    2.1    (m)            7.     (f) VERT ANG    3  
 FX4457
 FX4457.Superseded values are not recommended for survey control.
 FX4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4457.See file dsdata.txt to determine how the superseded data were derived.
 FX4457
 FX4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8010333158(NAD 83)
 FX4457_MARKER: DE = TRAVERSE STATION DISK
 FX4457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4457_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4457+STABILITY: SURFACE MOTION
 FX4457
 FX4457  HISTORY     - Date     Condition        Report By
 FX4457  HISTORY     - 1978     MONUMENTED       NCGS
 FX4457
 FX4457                          STATION DESCRIPTION
 FX4457
 FX4457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4457'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTHWEST OF SOUTH MILLS
 FX4457'AND 2.2 MILES WEST OF JOHNSONS CORNER.
 FX4457'
 FX4457'TO REACH THE STATION FROM THE US 17 BRIDGE OVER THE INTRACOASTAL
 FX4457'WATERWAY IN SOUTH MILLS, PROCEED SOUTHWEST ALONG US 17 FOR 1.0 MILE
 FX4457'TO STATION ON LEFT AT AN ABC PACKAGE STORE, AND 1.1 MILES NORTHEAST OF
 FX4457'CAMDEN-PASQUOTANK COUNTY LINE.
 FX4457'
 FX4457'STATION MARK IS A STANDARD DISK STAMPED---BOOZE 1978---SET IN TOP OF
 FX4457'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.  MARK IS
 FX4457'33.5 FEET EAST-SOUTHEAST OF THE CENTERLINE OF US 17, 59.9 FEET
 FX4457'NORTHWEST OF NORTHWEST CORNER OF ABC STORE, 5.5 FEET SOUTH OF NORTH
 FX4457'END OF CULVERT UNDER NORTH ENTRANCE, 16.0 FEET WEST-SOUTHWEST OF
 FX4457'SERVICE POLE WITH REFERENCE TAG, 18.4 FEET WEST-NORTHWEST OF STORE
 FX4457'SIGN POST AND 87.7 FEET NORTH OF STREET LIGHT POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4491 ***********************************************************************
 EZ4491  DESIGNATION -  BORDEAUX
 EZ4491  PID         -  EZ4491
 EZ4491  STATE/COUNTY-  NC/WAYNE
 EZ4491  USGS QUAD   -  NORTHWEST GOLDSBORO (1981)
 EZ4491
 EZ4491                         *CURRENT SURVEY CONTROL
 EZ4491  ___________________________________________________________________
 EZ4491* NAD 83(2001)-  35 24 39.16989(N)    078 02 02.93648(W)     ADJUSTED  
 EZ4491* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 EZ4491  ___________________________________________________________________
 EZ4491  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EZ4491  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EZ4491  HORZ ORDER  -  SECOND
 EZ4491
 EZ4491.The horizontal coordinates were established by classical geodetic methods
 EZ4491.and adjusted by the National Geodetic Survey in August 2005.
 EZ4491
 EZ4491.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4491
 EZ4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4491
 EZ4491.The geoid height was determined by GEOID03.
 EZ4491
 EZ4491;                    North         East     Units Scale Factor Converg.
 EZ4491;SPC NC       -   184,668.529   697,316.753   MT  0.99987643   +0 33 26.9
 EZ4491;SPC NC       -   605,866.67  2,287,780.05   sFT  0.99987643   +0 33 26.9
 EZ4491;UTM  17      - 3,922,650.774   769,318.829   MT  1.00049395   +1 43 10.4
 EZ4491;UTM  18      - 3,922,839.166   224,477.361   MT  1.00053562   -1 45 33.1
 EZ4491
 EZ4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4491!SPC NC       -   0.99999947  x   0.99987643  =   0.99987590
 EZ4491!UTM  17      -   0.99999947  x   1.00049395  =   1.00049341
 EZ4491!UTM  18      -   0.99999947  x   1.00053562  =   1.00053508
 EZ4491
 EZ4491:                Primary Azimuth Mark                     Grid Az
 EZ4491:SPC NC       -  MEADOW                                   310 02 06.2
 EZ4491:UTM  17      -  MEADOW                                   308 52 22.7
 EZ4491:UTM  18      -  MEADOW                                   312 21 06.2
 EZ4491
 EZ4491|---------------------------------------------------------------------|
 EZ4491| PID    Reference Object                     Distance      Geod. Az  |
 EZ4491|                                                           dddmmss.s |
 EZ4491| EZ4503 MEADOW                              APPROX. 0.7 KM 3103533.1 |
 EZ4491|---------------------------------------------------------------------|
 EZ4491
 EZ4491                          SUPERSEDED SURVEY CONTROL
 EZ4491
 EZ4491  NAD 83(1986)-  35 24 39.17806(N)    078 02 02.94448(W) AD(       ) 2
 EZ4491  NAD 27      -  35 24 38.59645(N)    078 02 03.98036(W) AD(       ) 2
 EZ4491  NGVD 29 (07/19/86)   38.6    (m)          127.     (f) VERT ANG    3  
 EZ4491
 EZ4491.Superseded values are not recommended for survey control.
 EZ4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4491.See file dsdata.txt to determine how the superseded data were derived.
 EZ4491
 EZ4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6931922651(NAD 83)
 EZ4491_MARKER: DE = TRAVERSE STATION DISK
 EZ4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4491_STAMPING: BORDEAUX 1965
 EZ4491_MARK LOGO: NCGS  
 EZ4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4491+STABILITY: SURFACE MOTION
 EZ4491
 EZ4491  HISTORY     - Date     Condition        Report By
 EZ4491  HISTORY     - 1965     MONUMENTED       NCGS
 EZ4491  HISTORY     - 1976     GOOD             NCGS
 EZ4491
 EZ4491                          STATION DESCRIPTION
 EZ4491
 EZ4491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ4491'BORDEAUX IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ4491'ESTABLISHED IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EZ4491'
 EZ4491'BORDEAUX IS 2.7 MILES NW OF GOLDSBORO.  0.95 MILES W ON
 EZ4491'U.S. 70 FROM LITTLE RIVER BRIDGE.  2.15 MILES E ON U.S. 70 FROM
 EZ4491'CROSSROADS OF NC 581 AND U.S. 70.  STATION IS LOCATED AT THE
 EZ4491'T INTERSECTION OF SR 1242 AND U.S. 70 IN THE MEDIAN OF U.S. 70.
 EZ4491'
 EZ4491'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4491'BORDEAUX 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4491'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4491'
 EZ4491'MARK IS
 EZ4491'
 EZ4491'18.3 FT N OF C/L OF E BOUND LANE OF U.S. 70
 EZ4491'
 EZ4491'4.2 FT N OF CURB ON N SIDE OF E BOUND LANE
 EZ4491'
 EZ4491'13.1 FT S OF CURB ON S SIDE OF W BOUND LANE
 EZ4491'
 EZ4491'36.6 FT S OF C/L OF W BOUND LANE
 EZ4491'
 EZ4491'48.0 FT E OF CURB AND W SIDE OF MEDIAN
 EZ4491'
 EZ4491'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4491
 EZ4491                          STATION RECOVERY (1976)
 EZ4491
 EZ4491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ4491'RECOVERED IN GOOD CONDITION.
 EZ4491'
 EZ4491'NEW REFERENCES--67.5 FT SE OF C/L OF A CROSSOVER AT SR 1242
 EZ4491'
 EZ4491'92.1 FT NE OF A BILLBOARD SIGN POST WITH ALUMINUM REF. TAG
 EZ4491'
 EZ4491'114.9 FT N OF A PP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3404 ***********************************************************************
 EZ3404  DESIGNATION -  BORDEN
 EZ3404  PID         -  EZ3404
 EZ3404  STATE/COUNTY-  NC/LEE
 EZ3404  USGS QUAD   -  SANFORD (1981)
 EZ3404
 EZ3404                         *CURRENT SURVEY CONTROL
 EZ3404  ___________________________________________________________________
 EZ3404* NAD 83(2001)-  35 29 08.78619(N)    079 13 17.47641(W)     ADJUSTED  
 EZ3404* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 EZ3404  ___________________________________________________________________
 EZ3404  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EZ3404  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EZ3404  HORZ ORDER  -  SECOND
 EZ3404
 EZ3404.The horizontal coordinates were established by classical geodetic methods
 EZ3404.and adjusted by the National Geodetic Survey in August 2005.
 EZ3404
 EZ3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3404
 EZ3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3404
 EZ3404.The geoid height was determined by GEOID03.
 EZ3404
 EZ3404;                    North         East     Units Scale Factor Converg.
 EZ3404;SPC NC       -   192,572.563   589,501.602   MT  0.99988090   -0 07 40.3
 EZ3404;SPC NC       -   631,798.48  1,934,056.51   sFT  0.99988090   -0 07 40.3
 EZ3404;UTM  17      - 3,928,369.507   661,332.708   MT  0.99992076   +1 01 57.5
 EZ3404
 EZ3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3404!SPC NC       -   0.99998633  x   0.99988090  =   0.99986723
 EZ3404!UTM  17      -   0.99998633  x   0.99992076  =   0.99990709
 EZ3404
 EZ3404|---------------------------------------------------------------------|
 EZ3404| PID    Reference Object                     Distance      Geod. Az  |
 EZ3404|                                                           dddmmss.s |
 EZ3404| EZ3391 TOWER                               167.860 METERS 13527     |
 EZ3404| EZ3392 ALMA                                287.655 METERS 15556     |
 EZ3404| EZ3358 HERMAN                              APPROX. 0.7 KM 3081606.2 |
 EZ3404|---------------------------------------------------------------------|
 EZ3404
 EZ3404                          SUPERSEDED SURVEY CONTROL
 EZ3404
 EZ3404  NAD 83(1986)-  35 29 08.78906(N)    079 13 17.48032(W) AD(       ) 2
 EZ3404  NAD 27      -  35 29 08.23475(N)    079 13 18.40049(W) AD(       ) 2
 EZ3404  NGVD 29 (07/19/86)  118.8    (m)          390.     (f) VERT ANG    3  
 EZ3404
 EZ3404.Superseded values are not recommended for survey control.
 EZ3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3404.See file dsdata.txt to determine how the superseded data were derived.
 EZ3404
 EZ3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6133328370(NAD 83)
 EZ3404_MARKER: DE = TRAVERSE STATION DISK
 EZ3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3404_STAMPING: BORDEN 1970
 EZ3404_MARK LOGO: NCGS  
 EZ3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3404+STABILITY: SURFACE MOTION
 EZ3404
 EZ3404  HISTORY     - Date     Condition        Report By
 EZ3404  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3404
 EZ3404                          STATION DESCRIPTION
 EZ3404
 EZ3404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3404'BORDEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3404'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3404'
 EZ3404'BORDEN IS LOCATED APPROXIMATELY 3.1 MILES WNW OF SANFORD.  TO REACH
 EZ3404'STATION PROCEED FROM THE INTERSECTION OF US 1, 15 AND 501 BYPASS AND
 EZ3404'US 421, GO NORTH ON US 421 FOR 1.45 MILES TO SR 1326, TURN LEFT ON
 EZ3404'SR 1326 AND GO 1.0 MILE TO SR 1325, GO SOUTH ON SR 1325 FOR 1.1
 EZ3404'MILES TO SR 1324, CONTINUE SOUTH ON SR 1325 FOR 0.35 MILE TO STATION
 EZ3404'ON THE LEFT, APPROXIMATELY 150 FEET NORTH OF SR 1100.
 EZ3404'
 EZ3404'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BORDEN
 EZ3404'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3404'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3404'
 EZ3404'MARK IS--
 EZ3404'35.8 FEET ENE OF C/L OF SR 1325.
 EZ3404'19.5 FEET W OF ALUMINUM REF. TAG ON 30 INCH PINE.
 EZ3404'13.7 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE.
 EZ3404'114.0 FEET NW OF FIRE HYDRANT.
 EZ3404'25.6 FEET S OF ALUMINUM REF. TAG ON 6 INCH CROOKED PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5364 ***********************************************************************
 EZ5364  DESIGNATION -  BORDEN
 EZ5364  PID         -  EZ5364
 EZ5364  STATE/COUNTY-  NC/DURHAM
 EZ5364  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5364
 EZ5364                         *CURRENT SURVEY CONTROL
 EZ5364  ___________________________________________________________________
 EZ5364* NAD 83(2001)-  35 58 52.59894(N)    078 51 28.31471(W)     ADJUSTED  
 EZ5364* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 EZ5364  ___________________________________________________________________
 EZ5364  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 EZ5364  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EZ5364  HORZ ORDER  -  SECOND
 EZ5364
 EZ5364.The horizontal coordinates were established by classical geodetic methods
 EZ5364.and adjusted by the National Geodetic Survey in August 2005.
 EZ5364
 EZ5364.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5364
 EZ5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5364
 EZ5364.The geoid height was determined by GEOID03.
 EZ5364
 EZ5364;                    North         East     Units Scale Factor Converg.
 EZ5364;SPC NC       -   247,532.554   622,419.046   MT  0.99995353   +0 04 55.3
 EZ5364;SPC NC       -   812,113.05  2,042,053.15   sFT  0.99995353   +0 04 55.3
 EZ5364;UTM  17      - 3,983,993.508   693,125.195   MT  1.00005959   +1 15 32.2
 EZ5364
 EZ5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5364!SPC NC       -   0.99998662  x   0.99995353  =   0.99994015
 EZ5364!UTM  17      -   0.99998662  x   1.00005959  =   1.00004621
 EZ5364
 EZ5364:                Primary Azimuth Mark                     Grid Az
 EZ5364:SPC NC       -  TRUSSEL                                  313 04 14.8
 EZ5364:UTM  17      -  TRUSSEL                                  311 53 37.9
 EZ5364
 EZ5364|---------------------------------------------------------------------|
 EZ5364| PID    Reference Object                     Distance      Geod. Az  |
 EZ5364|                                                           dddmmss.s |
 EZ5364| EZ0783 TRUSSEL                             471.622 METERS 3130910.1 |
 EZ5364| EZ5385 PATROL                              APPROX. 0.5 KM 3325711.1 |
 EZ5364|---------------------------------------------------------------------|
 EZ5364
 EZ5364                          SUPERSEDED SURVEY CONTROL
 EZ5364
 EZ5364  NAD 83(1986)-  35 58 52.60281(N)    078 51 28.31825(W) AD(       ) 2
 EZ5364  NAD 27      -  35 58 52.08533(N)    078 51 29.30195(W) AD(       ) 2
 EZ5364  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG    3  
 EZ5364
 EZ5364.Superseded values are not recommended for survey control.
 EZ5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5364.See file dsdata.txt to determine how the superseded data were derived.
 EZ5364
 EZ5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9312583994(NAD 83)
 EZ5364_MARKER: DE = TRAVERSE STATION DISK
 EZ5364_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5364_STAMPING: BORDEN 1961
 EZ5364_MARK LOGO: NCGS  
 EZ5364_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5364
 EZ5364  HISTORY     - Date     Condition        Report By
 EZ5364  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5364  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ5364
 EZ5364                          STATION DESCRIPTION
 EZ5364
 EZ5364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5364'BORDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5364'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5364'
 EZ5364'BORDEN IS LOCATED APPROXIMATELY 2.8 MILES NNW OF BETHESDA
 EZ5364'AND 2.5 MILES ESE OF DURHAM, N. C.  TO REACH STATION PROCEED
 EZ5364'FROM THE DIVISION OF U.S. 70 BYPASS - BUSINESS EAST OF DURHAM
 EZ5364'NORTH ON SR 1922 ACCESS ROAD TO FIRST ROAD EAST (SR 1923).  THE
 EZ5364'STATION IS LOCATED SOUTHEAST OF INTERSECTION IN NORTHWEST
 EZ5364'CORNER OF A YOUNG PINE THICKET.
 EZ5364'
 EZ5364'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS
 EZ5364'TRAVERSE DISK, STAMPED BORDEN 1961, WHICH IS 2 INCHES ABOVE
 EZ5364'THE SURFACE OF THE GROUND.
 EZ5364'
 EZ5364'MARK IS
 EZ5364'
 EZ5364'33.4 FT S OF C/L OF SR 1923
 EZ5364'
 EZ5364'63.7 FT E OF C/L OF SR 1922
 EZ5364'
 EZ5364'15.2 FT ESE OF PP IN SE CORNER OF INTERSECTION WITH ALUMINUM
 EZ5364'REF. TAG
 EZ5364'
 EZ5364'8.1 FT NNW OF 6 INCH PINE WITH ALUMINUM REF. TAG
 EZ5364
 EZ5364                          STATION RECOVERY (1986)
 EZ5364
 EZ5364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5364'MARK APPEARS TO BE DESTROYED.  AREA IN VICINITY OF STATION HAS BEEN
 EZ5364'CUT SEVERAL FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1372 ***********************************************************************
 FY1372  DESIGNATION -  BORDER
 FY1372  PID         -  FY1372
 FY1372  STATE/COUNTY-  NC/ROCKINGHAM
 FY1372  USGS QUAD   -  PRICE (1982)
 FY1372
 FY1372                         *CURRENT SURVEY CONTROL
 FY1372  ___________________________________________________________________
 FY1372* NAD 83(2001)-  36 32 23.57981(N)    079 54 46.71612(W)     ADJUSTED  
 FY1372* NAVD 88     -       308.760  (meters)    1012.99   (feet)  ADJUSTED  
 FY1372  ___________________________________________________________________
 FY1372  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 FY1372  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FY1372  DYNAMIC HT  -         308.490 (meters)    1012.10  (feet)  COMP
 FY1372  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 FY1372
 FY1372  HORZ ORDER  -  SECOND
 FY1372  VERT ORDER  -  SECOND    CLASS 0
 FY1372
 FY1372.The horizontal coordinates were established by classical geodetic methods
 FY1372.and adjusted by the National Geodetic Survey in August 2005.
 FY1372
 FY1372.The orthometric height was determined by differential leveling
 FY1372.and adjusted in June 1991.
 FY1372
 FY1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1372
 FY1372.The geoid height was determined by GEOID03.
 FY1372
 FY1372.The dynamic height is computed by dividing the NAVD 88
 FY1372.geopotential number by the normal gravity value computed on the
 FY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1372.degrees latitude (g = 980.6199 gals.).
 FY1372
 FY1372.The modeled gravity was interpolated from observed gravity values.
 FY1372
 FY1372;                    North         East     Units Scale Factor Converg.
 FY1372;SPC NC       -   309,886.358   527,839.487   MT  1.00012558   -0 31 37.0
 FY1372;SPC NC       - 1,016,685.49  1,731,753.38   sFT  1.00012558   -0 31 37.0
 FY1372;SPC VA S     - 1,023,868.919 3,373,473.353   MT  1.00004890   -0 51 27.3
 FY1372;SPC VA S     - 3,359,143.28 11,067,803.83   sFT  1.00004890   -0 51 27.3
 FY1372;UTM  17      - 4,044,381.682   597,300.425   MT  0.99971664   +0 38 50.1
 FY1372
 FY1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1372!SPC NC       -   0.99995668  x   1.00012558  =   1.00008226
 FY1372!SPC VA S     -   0.99995668  x   1.00004890  =   1.00000558
 FY1372!UTM  17      -   0.99995668  x   0.99971664  =   0.99967334
 FY1372
 FY1372:                Primary Azimuth Mark                     Grid Az
 FY1372:SPC NC       -  HILL                                     324 49 44.9
 FY1372:SPC VA S     -  HILL                                     325 09 35.2
 FY1372:UTM  17      -  HILL                                     323 39 17.8
 FY1372
 FY1372|---------------------------------------------------------------------|
 FY1372| PID    Reference Object                     Distance      Geod. Az  |
 FY1372|                                                           dddmmss.s |
 FY1372| FY2493 HILL                                APPROX. 2.8 KM 3241807.9 |
 FY1372|---------------------------------------------------------------------|
 FY1372
 FY1372                          SUPERSEDED SURVEY CONTROL
 FY1372
 FY1372  NAD 83(1993)-  36 32 23.58007(N)    079 54 46.71663(W) AD(       ) 2
 FY1372  NAD 83(1986)-  36 32 23.58462(N)    079 54 46.71639(W) AD(       ) 2
 FY1372  NAD 27      -  36 32 23.08647(N)    079 54 47.56731(W) AD(       ) 2
 FY1372  NGVD 29 (??/??/92)  308.954  (m)         1013.63   (f) ADJ UNCH    2 0
 FY1372
 FY1372.Superseded values are not recommended for survey control.
 FY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1372.See file dsdata.txt to determine how the superseded data were derived.
 FY1372
 FY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9730044382(NAD 83)
 FY1372_MARKER: DE = TRAVERSE STATION DISK
 FY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1372_STAMPING: BORDER 1969
 FY1372_MARK LOGO: NCGS  
 FY1372_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1372+STABILITY: SURFACE MOTION
 FY1372
 FY1372  HISTORY     - Date     Condition        Report By
 FY1372  HISTORY     - 1969     MONUMENTED       NCGS
 FY1372  HISTORY     - 1973     GOOD             NGS
 FY1372  HISTORY     - 19870304 GOOD             NCGS
 FY1372
 FY1372                          STATION DESCRIPTION
 FY1372
 FY1372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY1372'BORDER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY1372'IN THE VICINITY OF STONEVILLE, NORTH CAROLINA.
 FY1372'
 FY1372'BORDER IS LOCATED APPROXIMATELY 5.2 MILES NORTH OF STONEVILLE.  TO
 FY1372'REACH STATION PROCEED FROM THE INTERSECTION OF NC 770 AND
 FY1372'U.S. 220 BYPASS LOCATED APPROXIMATELY 1.4 MILES WEST OF
 FY1372'STONEVILLE, GO NORTH ON U.S. 220 BYPASS FOR 5.45 MILES TO NORFOLK
 FY1372'AND WESTERN RAILROAD BRIDGE, CONTINUE ON U.S. 220 BYPASS FOR
 FY1372'0.55 MILE TO STATION ON LEFT BANK BETWEEN U.S. 220 BYPASS AND SR
 FY1372'1378.
 FY1372'
 FY1372'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY1372'BORDER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY1372'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY1372'
 FY1372'MARK IS
 FY1372'
 FY1372'6.0 FT E OF 10 INCH POPLAR WITH ALUMINUM REF. TAG
 FY1372'
 FY1372'11.4 FT NE OF 6 INCH OAK WITH ALUMINUM REF. TAG
 FY1372'
 FY1372'14.8 FT S OF 10 INCH OAK WITH ALUMINUM REF. TAG
 FY1372'
 FY1372'80.9 FT E OF C/L OF SR 1378
 FY1372'
 FY1372'63.7 FT W OF C/L OF U.S. 220 BYPASS
 FY1372
 FY1372                          STATION RECOVERY (1973)
 FY1372
 FY1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FY1372'5.2 MI N FROM STONEVILLE.
 FY1372'TO REACH STATION FROM NORFOLK AND WESTERN RR BRIDGE OVER U.S. 220
 FY1372'APPROXIMATELY 0.5 MILES SOUTH OF COMMUNITY OF PRICE, PROCEED
 FY1372'NORTH ALONG U.S. 220 FOR 0.5 MILES TO STATION ON LEFT ON A
 FY1372'BANK BETWEEN U.S. 220 AND SR 1378 (OLD U.S. 220), 0.1 MILES
 FY1372'SOUTH OF INTERSECTION OF U.S. 220 AND SR 1378, 63.7 FT W OF C/L
 FY1372'OF U.S. 220, 80.9 FT E OF C/L OF SR 1378, 6.0 FT E OF 10 IN
 FY1372'POPLAR W/ALUMINUM REF. TAG, AND 14.8 FT S OF 10 IN OAK W/ALUMINUM
 FY1372'REF. TAG.  DISK IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH
 FY1372'THE GROUND.
 FY1372
 FY1372                          STATION RECOVERY (1987)
 FY1372
 FY1372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FY1372'RECOVERED AS DESCRIBED.  MARK IS 6.5 FT (2.0 M) EAST OF A 16-INCH
 FY1372'POPLAR, AND 15.5 FT (4.7 M) SOUTH OF A 16-INCH OAK--BOTH WITH
 FY1372'REFERENCE TAGS.  LINE OF SIGHT IS BLOCKED TO STATION--HILL--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3795 ***********************************************************************
 EB3795  HT_MOD      -  This is a Height Modernization Survey Station.
 EB3795  DESIGNATION -  BORDER
 EB3795  PID         -  EB3795
 EB3795  STATE/COUNTY-  NC/ROBESON
 EB3795  USGS QUAD   -  ROWLAND (1982)
 EB3795
 EB3795                         *CURRENT SURVEY CONTROL
 EB3795  ___________________________________________________________________
 EB3795* NAD 83(2007)-  34 30 12.17995(N)    079 18 21.71459(W)     ADJUSTED  
 EB3795* NAVD 88     -        43.51   (meters)     142.7    (feet)  GPS OBS   
 EB3795  ___________________________________________________________________
 EB3795  EPOCH DATE  -        2002.00
 EB3795  X           -     976,403.591 (meters)                     COMP
 EB3795  Y           -  -5,170,453.516 (meters)                     COMP
 EB3795  Z           -   3,592,607.177 (meters)                     COMP
 EB3795  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 EB3795  ELLIP HEIGHT-          10.477 (meters)          (04/30/08) ADJUSTED
 EB3795  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EB3795  HORZ ORDER  -  FIRST
 EB3795  ELLP ORDER  -  FOURTH    CLASS I
 EB3795
 EB3795.The horizontal coordinates were established by GPS observations
 EB3795.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 EB3795
 EB3795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB3795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB3795.The horizontal coordinates are valid at the epoch date displayed above.
 EB3795.The epoch date for horizontal control is a decimal equivalence
 EB3795.of Year/Month/Day.
 EB3795
 EB3795.The orthometric height was determined by GPS observations and a
 EB3795.high-resolution geoid model.
 EB3795.The orthometric height was determined by GPS observations and a
 EB3795.high-resolution geoid model using precise GPS observation and
 EB3795.processing techniques.
 EB3795
 EB3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB3795
 EB3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3795
 EB3795.The ellipsoidal height was determined by GPS observations
 EB3795.and is referenced to NAD 83.
 EB3795
 EB3795.The geoid height was determined by GEOID03.
 EB3795
 EB3795;                    North         East     Units Scale Factor Converg.
 EB3795;SPC NC       -    83,618.033   581,497.644   MT  0.99995724   -0 10 35.9
 EB3795;SPC NC       -   274,336.83  1,907,796.85   sFT  0.99995724   -0 10 35.9
 EB3795;SPC SC       -   297,380.125   765,145.112   MT  0.99989945   +0 56 20.9
 EB3795;SPC SC       -   975,656.58  2,510,318.61   iFT  0.99989945   +0 56 20.9
 EB3795;UTM  17      - 3,819,274.867   655,513.678   MT  0.99989810   +0 57 35.1
 EB3795
 EB3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3795!SPC NC       -   0.99999836  x   0.99995724  =   0.99995560
 EB3795!SPC SC       -   0.99999836  x   0.99989945  =   0.99989781
 EB3795!UTM  17      -   0.99999836  x   0.99989810  =   0.99989646
 EB3795
 EB3795                          SUPERSEDED SURVEY CONTROL
 EB3795
 EB3795  NAD 83(2001)-  34 30 12.18388(N)    079 18 21.71713(W) AD(       ) 2
 EB3795  NAD 83(1986)-  34 30 12.19578(N)    079 18 21.71907(W) AD(       ) 2
 EB3795  NGVD 29 (04/22/91)   43.6    (m)          143.     (f) VERT ANG    3  
 EB3795
 EB3795.Superseded values are not recommended for survey control.
 EB3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3795.See file dsdata.txt to determine how the superseded data were derived.
 EB3795
 EB3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5551419275(NAD 83)
 EB3795_MARKER: DE = TRAVERSE STATION DISK
 EB3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3795_STAMPING: BORDER 1980
 EB3795_MARK LOGO: NCGS  
 EB3795_PROJECTION: RECESSED 8 CENTIMETERS
 EB3795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EB3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3795+STABILITY: SURFACE MOTION
 EB3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3795+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 EB3795
 EB3795  HISTORY     - Date     Condition        Report By
 EB3795  HISTORY     - 1980     MONUMENTED       NCGS
 EB3795  HISTORY     - 20080115 GOOD             SCGS
 EB3795
 EB3795                          STATION DESCRIPTION
 EB3795
 EB3795'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EB3795'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTH-SOUTHWEST OF
 EB3795'ROWLAND.
 EB3795'
 EB3795'TO REACH STATION FROM THE I-95 BRIDGE OVER US 301-US 501 AT THE NC/SC
 EB3795'LINE, PROCEED NORTHEAST ALONG I-95 FOR 0.1 MILE TO STATION IN THE
 EB3795'MEDIAN.
 EB3795'
 EB3795'STATION MARK IS A STANDARD DISK STAMPED---BORDER 1980---SET IN THE
 EB3795'TOP OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE.  THE
 EB3795'MARK IS 28.7 FEET SOUTHEAST OF CENTERLINE OF SOUTHBOUND LANE, 55.3
 EB3795'FEET NORTHWEST OF CENTERLINE OF NORTHBOUND LANE, 67.5 FEET NORTHEAST
 EB3795'OF NORTH END OF GUARD RAIL IN MEDIAN AND 139.0 FEET WEST OF NORTHWEST
 EB3795'METAL POST OF --MERGING TRAFFIC--SIGN.
 EB3795
 EB3795                          STATION RECOVERY (2008)
 EB3795
 EB3795'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 EB3795'STATION IS LOCATED 2.4 MI (3.9 KM) SOUTH SOUTHWEST OF ROWLAND, 7.1 MI
 EB3795'(11.4 KM) NORTH-NORTHEAST OF DILLON.  OWNERSHIP--NCDOT, RIGHT OF WAY.
 EB3795' 
 EB3795'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S. HIGHWAYS 301,
 EB3795'501 AND INTERSTATE 95 (EXIT 1), 7.0 MI (11.3 KM) NORTH NORTHEAST OF
 EB3795'DILLON, GO NORTHEAST ON INTERSTATE 95 FOR 0.1 MILE TO THE STATION ON
 EB3795'THE LEFT IN THE INTERSTATE MEDIAN. STATION IS A CONCRETE POST RECESSED
 EB3795'0.3 FT (0.1 M) AND 2.0 FT (0.6 M) BELOW THE SOUTHBOUND LANES OF THE
 EB3795'HIGHWAY, 55.3 FT (16.9 M) NORTH NORTHWEST OF THE CENTER OF THE
 EB3795'NORTHBOUND LANES OF THE HIGHWAY, 28.7 FT (8.7 M) SOUTH SOUTHEAST OF
 EB3795'THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, 67.6 FT (20.6 M)
 EB3795'NORTHEAST OF THE EAST END OF A GUARDRAIL, 26.3 FT (8.0 M) NORTH
 EB3795'NORTHWEST OF A CABLE BARRIER LINE. RECOVERED BY J.B.  SMOAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2850 ***********************************************************************
 AB2850  DESIGNATION -  BORDER
 AB2850  PID         -  AB2850
 AB2850  STATE/COUNTY-  NC/WAKE
 AB2850  USGS QUAD   -  NEW HILL (1983)
 AB2850
 AB2850                         *CURRENT SURVEY CONTROL
 AB2850  ___________________________________________________________________
 AB2850* NAD 83(2001)-  35 44 29.53572(N)    078 56 40.26226(W)     ADJUSTED  
 AB2850* NAVD 88     -       103.08   (+/-2cm)     338.2    (feet)  VERTCON   
 AB2850  ___________________________________________________________________
 AB2850  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 AB2850  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AB2850  HORZ ORDER  -  SECOND
 AB2850  VERT ORDER  -  THIRD ? (See Below)
 AB2850
 AB2850.The horizontal coordinates were established by classical geodetic methods
 AB2850.and adjusted by the National Geodetic Survey in August 2005.
 AB2850
 AB2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2850.The vertical order pertains to the NGVD 29 superseded value.
 AB2850
 AB2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2850
 AB2850.The geoid height was determined by GEOID03.
 AB2850
 AB2850;                    North         East     Units Scale Factor Converg.
 AB2850;SPC NC       -   220,925.975   614,619.561   MT  0.99990904   +0 01 55.3
 AB2850;SPC NC       -   724,821.30  2,016,464.34   sFT  0.99990904   +0 01 55.3
 AB2850;UTM  17      - 3,957,229.836   685,871.150   MT  1.00002574   +1 12 03.6
 AB2850
 AB2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2850!SPC NC       -   0.99998882  x   0.99990904  =   0.99989786
 AB2850!UTM  17      -   0.99998882  x   1.00002574  =   1.00001456
 AB2850
 AB2850                          SUPERSEDED SURVEY CONTROL
 AB2850
 AB2850  NAD 83(1986)-  35 44 29.53877(N)    078 56 40.27164(W) AD(       ) 2
 AB2850  NGVD 29 (04/29/96)  103.33   (m)          339.0    (f) LEVELING    3  
 AB2850
 AB2850.Superseded values are not recommended for survey control.
 AB2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2850.See file dsdata.txt to determine how the superseded data were derived.
 AB2850
 AB2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8587157230(NAD 83)
 AB2850_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2850_STAMPING: BORDER 1984
 AB2850_MARK LOGO: NCGS  
 AB2850_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2850+STABILITY: SURFACE MOTION
 AB2850
 AB2850  HISTORY     - Date     Condition        Report By
 AB2850  HISTORY     - 1984     MONUMENTED       NCGS
 AB2850
 AB2850                          STATION DESCRIPTION
 AB2850
 AB2850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2850'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST OF OF APEX.$ALONG US 64,
 AB2850'0.16 KM (0.10 MI) EAST FROM THE WAKE-CHATHAM LINE, ON THE SOUTH
 AB2850'PROLONGATION OF A DIRT DRIVEWAY.$MARK IS RECESSED 2 INCHES BELOW
 AB2850'GROUND AND IS 1 FOOT HIGHER THAN THE HIGHWAY.  LOCATED 8.5 M (27.9 FT)
 AB2850'SOUTH FROM THE CENTERLINE OF HIGHWAY, 18.5 M (60.7 FT) WEST FROM THE
 AB2850'CENTERLINE OF A GRAVEL DRIVEWAY, 28.3 M (92.8 FT) EAST FROM A POWER
 AB2850'POLE (239) WITH REFERENCE TAG, 57.2 M (187.7 FT) WEST FROM A POWER
 AB2850'POLE WITH TRANSFORMER AND REFERENCE TAG, 77.0 M (252.6 FT) WEST FROM A
 AB2850'14-INCH TWIN TRUNK CEDAR IN THE NORTHWEST CORNER OF YARD, AND 21.9 M
 AB2850'(71.9 FT) SOUTHEAST FROM A USGS BENCH MARK.$REFERENCE MARK IS A
 AB2850'STANDARD USGS DISK STAMPED---23 DRD 1960 343---, SET INTO THE TOP OF A
 AB2850'SQUARE CONCRETE MONUMENT 20 CM ON SIDE PROJECTING 25 CM ABOVE GROUND.
 AB2850'LOCATED 21.9 M (71.9 FT) NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3796 ***********************************************************************
 EB3796  DESIGNATION -  BORE
 EB3796  PID         -  EB3796
 EB3796  STATE/COUNTY-  NC/ROBESON
 EB3796  USGS QUAD   -  JOHNS (1971)
 EB3796
 EB3796                         *CURRENT SURVEY CONTROL
 EB3796  ___________________________________________________________________
 EB3796* NAD 83(2001)-  34 37 41.08907(N)    079 27 10.71441(W)     ADJUSTED  
 EB3796* NAVD 88     -        48.7    (meters)     160.     (feet)  VERTCON   
 EB3796  ___________________________________________________________________
 EB3796  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 EB3796  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 EB3796  HORZ ORDER  -  SECOND
 EB3796
 EB3796.The horizontal coordinates were established by classical geodetic methods
 EB3796.and adjusted by the National Geodetic Survey in August 2005.
 EB3796
 EB3796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3796
 EB3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3796
 EB3796.The geoid height was determined by GEOID03.
 EB3796
 EB3796;                    North         East     Units Scale Factor Converg.
 EB3796;SPC NC       -    97,501.667   568,066.613   MT  0.99993141   -0 15 41.2
 EB3796;SPC NC       -   319,886.72  1,863,731.88   sFT  0.99993141   -0 15 41.2
 EB3796;SPC SC       -   310,998.810   751,446.261   MT  0.99993352   +0 51 27.6
 EB3796;SPC SC       - 1,020,337.30  2,465,374.87   iFT  0.99993352   +0 51 27.6
 EB3796;UTM  17      - 3,832,887.906   641,810.400   MT  0.99984787   +0 52 45.3
 EB3796
 EB3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3796!SPC NC       -   0.99999745  x   0.99993141  =   0.99992886
 EB3796!SPC SC       -   0.99999745  x   0.99993352  =   0.99993097
 EB3796!UTM  17      -   0.99999745  x   0.99984787  =   0.99984532
 EB3796
 EB3796                          SUPERSEDED SURVEY CONTROL
 EB3796
 EB3796  NAD 83(1986)-  34 37 41.09896(N)    079 27 10.71447(W) AD(       ) 2
 EB3796  NGVD 29 (04/22/91)   49.0    (m)          161.     (f) VERT ANG    3  
 EB3796
 EB3796.Superseded values are not recommended for survey control.
 EB3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3796.See file dsdata.txt to determine how the superseded data were derived.
 EB3796
 EB3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4181032888(NAD 83)
 EB3796_MARKER: DE = TRAVERSE STATION DISK
 EB3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3796_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3796+STABILITY: SURFACE MOTION
 EB3796
 EB3796  HISTORY     - Date     Condition        Report By
 EB3796  HISTORY     - 1977     MONUMENTED       NCGS
 EB3796  HISTORY     - 1988     GOOD             USPSQD
 EB3796
 EB3796                          STATION DESCRIPTION
 EB3796
 EB3796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3796'STATION IS LOCATED APPROXIMATELY 9.5 MILES SOUTH-SOUTHWEST OF MAXTON
 EB3796'AND 9.9 MILES WEST-NORTHWEST OF PLAINVIEW.  TO REACH STATION FROM
 EB3796'INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF MAXTON, PROCEED SOUTH-
 EB3796'WEST ALONG NC 83 FOR 4.75 MILES TO SR 1100 ON RIGHT AND STATION IN
 EB3796'EAST SHOULDER OF SR 1100.  STATION MARK IS A STANDARD DISK
 EB3796'STAMPED---BORE 1977---SET IN TOP OF CONCRETE CYLINDER 6 INCHES BELOW
 EB3796'GROUND SURFACE.  MARK IS 12.8 FEET EAST OF CENTERLINE OF SR 1100,
 EB3796'164.3 FEET NORTH OF NC 83 CENTERLINE AND 97.6 FEET NORTH OF 6 INCH
 EB3796'POST MARKING UNDERGROUND CABLE WITH REFERENCE TAG.
 EB3796
 EB3796                          STATION RECOVERY (1988)
 EB3796
 EB3796'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 EB3796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0817 ***********************************************************************
 AI0817  DESIGNATION -  BORN
 AI0817  PID         -  AI0817
 AI0817  STATE/COUNTY-  NC/ONSLOW
 AI0817  USGS QUAD   -  SNEADS FERRY (1988)
 AI0817
 AI0817                         *CURRENT SURVEY CONTROL
 AI0817  ___________________________________________________________________
 AI0817* NAD 83(2007)-  34 31 55.99031(N)    077 26 03.61697(W)     ADJUSTED  
 AI0817* NAVD 88     -         7.64   (meters)      25.1    (feet)  LEVELING  
 AI0817  ___________________________________________________________________
 AI0817  EPOCH DATE  -        2002.00
 AI0817  X           -   1,144,355.387 (meters)                     COMP
 AI0817  Y           -  -5,134,002.656 (meters)                     COMP
 AI0817  Z           -   3,595,220.093 (meters)                     COMP
 AI0817  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AI0817  ELLIP HEIGHT-         -29.715 (meters)          (02/10/07) ADJUSTED
 AI0817  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AI0817
 AI0817  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0817  Type    PID    Designation                      North   East  Ellip
 AI0817  -------------------------------------------------------------------
 AI0817  NETWORK AI0817 BORN                              0.88   0.90   1.92
 AI0817  -------------------------------------------------------------------
 AI0817  VERT ORDER  -  THIRD ?
 AI0817
 AI0817.The horizontal coordinates were established by GPS observations
 AI0817.and adjusted by the National Geodetic Survey in February 2007.
 AI0817
 AI0817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0817.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0817.The horizontal coordinates are valid at the epoch date displayed above.
 AI0817.The epoch date for horizontal control is a decimal equivalence
 AI0817.of Year/Month/Day.
 AI0817
 AI0817.The orthometric height was determined by differential leveling.
 AI0817.The vertical network tie was performed by a horz. field party for horz.
 AI0817.obs reductions. Reset procedures were used to establish the elevation.
 AI0817
 AI0817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0817
 AI0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0817
 AI0817.The ellipsoidal height was determined by GPS observations
 AI0817.and is referenced to NAD 83.
 AI0817
 AI0817.The geoid height was determined by GEOID03.
 AI0817
 AI0817;                    North         East     Units Scale Factor Converg.
 AI0817;SPC NC       -    87,906.815   753,323.220   MT  0.99995086   +0 54 13.2
 AI0817;SPC NC       -   288,407.61  2,471,527.93   sFT  0.99995086   +0 54 13.2
 AI0817;UTM  18      - 3,823,861.433   276,581.665   MT  1.00021529   -1 22 49.9
 AI0817
 AI0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0817!SPC NC       -   1.00000466  x   0.99995086  =   0.99995552
 AI0817!UTM  18      -   1.00000466  x   1.00021529  =   1.00021996
 AI0817
 AI0817:                Primary Azimuth Mark                     Grid Az
 AI0817:SPC NC       -  SITE                                     006 30 24.2
 AI0817:UTM  18      -  SITE                                     008 47 27.3
 AI0817
 AI0817|---------------------------------------------------------------------|
 AI0817| PID    Reference Object                     Distance      Geod. Az  |
 AI0817|                                                           dddmmss.s |
 AI0817| AI0842 SITE                                APPROX. 1.5 KM 0072437.4 |
 AI0817| AI0843 TURKEY                              APPROX. 0.7 KM 1864015.9 |
 AI0817|---------------------------------------------------------------------|
 AI0817
 AI0817                          SUPERSEDED SURVEY CONTROL
 AI0817
 AI0817  NAD 83(2001)-  34 31 55.99122(N)    077 26 03.61589(W) AD(       ) 1
 AI0817  ELLIP H (03/13/03)  -29.709  (m)                       GP(       ) 4 2
 AI0817  NAD 83(1986)-  34 31 56.00280(N)    077 26 03.62807(W) AD(       ) 1
 AI0817
 AI0817.Superseded values are not recommended for survey control.
 AI0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0817.See file dsdata.txt to determine how the superseded data were derived.
 AI0817
 AI0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7658223861(NAD 83)
 AI0817_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0817_STAMPING: BORN 1988
 AI0817_MARK LOGO: NCGS  
 AI0817_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0817+STABILITY: SURFACE MOTION
 AI0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0817+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 AI0817
 AI0817  HISTORY     - Date     Condition        Report By
 AI0817  HISTORY     - 1988     MONUMENTED       NCGS
 AI0817  HISTORY     - 20020923 GOOD             NCGS
 AI0817  HISTORY     - 20040822 GOOD             GEOCAC
 AI0817  HISTORY     - 20060717 GOOD             INDIV
 AI0817
 AI0817                          STATION DESCRIPTION
 AI0817
 AI0817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0817'STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) SOUTHWEST OF SNEADS FERRY,
 AI0817'AT THE BORN AGAIN BAPTIST CHURCH. ALONG NC 210 FOR 1.95 KM (1.20 MI)
 AI0817'SOUTH FROM NC 172, IN A YARD BETWEEN THE CHURCH AND A MOBILE HOME.
 AI0817'MARK IS 1 FOOT (0.3 M) LOWER THAN THE HIGHWAY AND RECESSED 4 INCHES
 AI0817'BELOW GROUND. LOCATED 13.00 M (42.65 FT) WEST-NORTHWEST OF THE
 AI0817'CENTERLINE OF NC 210,  15.40 M (50.52 FT) SOUTH-SOUTHWEST OF THE
 AI0817'CENTER OF A STORM DRAIN,  17.90 M (58.73 FT) NORTH OF THE CENTER OF A
 AI0817'STORM DRAIN, 21.00 M (68.90 FT) SOUTHEAST OF THE CENTER OF A MANHOLE
 AI0817'COVER, 66.70 M (218.83 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 AI0817'CHURCH.
 AI0817
 AI0817                          STATION RECOVERY (2002)
 AI0817
 AI0817'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 AI0817'RECOVERED AS DESCRIBED.
 AI0817
 AI0817                          STATION RECOVERY (2004)
 AI0817
 AI0817'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 AI0817'GPS COORDINATES 34 31 56.1(N) 77 26 03.6(W) (NAD 83)
 AI0817
 AI0817                          STATION RECOVERY (2006)
 AI0817
 AI0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HBH)
 AI0817'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2167 ***********************************************************************
 FX2167  DESIGNATION -  BORO
 FX2167  PID         -  FX2167
 FX2167  STATE/COUNTY-  NC/NASH
 FX2167  USGS QUAD   -  DRAKE (1963)
 FX2167
 FX2167                         *CURRENT SURVEY CONTROL
 FX2167  ___________________________________________________________________
 FX2167* NAD 83(2001)-  36 03 02.00222(N)    077 46 29.57112(W)     ADJUSTED  
 FX2167* NAVD 88     -        41.211  (meters)     135.21   (feet)  ADJUSTED  
 FX2167  ___________________________________________________________________
 FX2167  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FX2167  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 FX2167  DYNAMIC HT  -          41.176 (meters)     135.09  (feet)  COMP
 FX2167  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 FX2167
 FX2167  HORZ ORDER  -  SECOND
 FX2167  VERT ORDER  -  SECOND    CLASS I
 FX2167
 FX2167.The horizontal coordinates were established by classical geodetic methods
 FX2167.and adjusted by the National Geodetic Survey in August 2005.
 FX2167
 FX2167.The orthometric height was determined by differential leveling
 FX2167.and adjusted in June 1991.
 FX2167
 FX2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2167
 FX2167.The geoid height was determined by GEOID03.
 FX2167
 FX2167.The dynamic height is computed by dividing the NAVD 88
 FX2167.geopotential number by the normal gravity value computed on the
 FX2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2167.degrees latitude (g = 980.6199 gals.).
 FX2167
 FX2167.The modeled gravity was interpolated from observed gravity values.
 FX2167
 FX2167;                    North         East     Units Scale Factor Converg.
 FX2167;SPC NC       -   255,891.347   719,985.781   MT  0.99996966   +0 42 25.6
 FX2167;SPC NC       -   839,536.86  2,362,153.35   sFT  0.99996966   +0 42 25.6
 FX2167;UTM  18      - 3,993,119.688   250,036.020   MT  1.00036996   -1 38 01.9
 FX2167
 FX2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2167!SPC NC       -   0.99999901  x   0.99996966  =   0.99996867
 FX2167!UTM  18      -   0.99999901  x   1.00036996  =   1.00036897
 FX2167
 FX2167:                Primary Azimuth Mark                     Grid Az
 FX2167:SPC NC       -  BATTLE                                   134 30 48.6
 FX2167:UTM  18      -  BATTLE                                   136 51 16.1
 FX2167
 FX2167|---------------------------------------------------------------------|
 FX2167| PID    Reference Object                     Distance      Geod. Az  |
 FX2167|                                                           dddmmss.s |
 FX2167| FX2166 BATTLE                              APPROX. 1.5 KM 1351314.2 |
 FX2167|---------------------------------------------------------------------|
 FX2167
 FX2167                          SUPERSEDED SURVEY CONTROL
 FX2167
 FX2167  NAD 83(1993)-  36 03 02.00833(N)    077 46 29.57967(W) AD(       ) 2
 FX2167  NAD 83(1986)-  36 03 02.00734(N)    077 46 29.58151(W) AD(       ) 2
 FX2167  NAD 27      -  36 03 01.45175(N)    077 46 30.65167(W) AD(       ) 2
 FX2167  NGVD 29 (??/??/92)   41.529  (m)          136.25   (f) ADJ UNCH    2 1
 FX2167
 FX2167.Superseded values are not recommended for survey control.
 FX2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2167.See file dsdata.txt to determine how the superseded data were derived.
 FX2167
 FX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5003693120(NAD 83)
 FX2167_MARKER: DE = TRAVERSE STATION DISK
 FX2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2167_SP_SET: CONCRETE POST
 FX2167_STAMPING: BORO 1973
 FX2167_MARK LOGO: NCGS  
 FX2167_PROJECTION: RECESSED 15 CENTIMETERS
 FX2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2167+STABILITY: SURFACE MOTION
 FX2167
 FX2167  HISTORY     - Date     Condition        Report By
 FX2167  HISTORY     - 1973     MONUMENTED       NCGS
 FX2167  HISTORY     - 1978     GOOD             NCGS
 FX2167
 FX2167                          STATION DESCRIPTION
 FX2167
 FX2167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2167'BORO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2167'VICINITY OF BATTLEBORO, NORTH CAROLINA.
 FX2167'
 FX2167'BORO IS LOCATED APPROXIMATELY 1.3 MILES WEST OF BATTLEBORO, AND 7.5
 FX2167'MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM JUNCTION OF NORTH
 FX2167'BOUND LANES OF US 301 AND SR 1522 (CONNECTOR ROAD BETWEEN I-95 AND
 FX2167'US 301), PROCEED NW ALONG SR 1522 FOR 1.1 MILES TO SR 1560 AND
 FX2167'STATION ON RIGHT IN NE QUADRANT OF INTERSECTION, IN NORTH SHOULDER
 FX2167'OF SR 1522.
 FX2167'
 FX2167'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BORO
 FX2167'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 FX2167'INCHES BELOW THE SURFACE OF THE GROUND.
 FX2167'
 FX2167'MARK IS
 FX2167'31.9 FEET NNE OF C/L OF US 301, NORTH BOUND LANE.
 FX2167'60.1 FEET SSE OF R/W MARKER AT FENCE CORNER.
 FX2167'60.9 FEET SSE OF CORNER FENCE POST (MIDDLE BRACE POST) W/ALUMINUM
 FX2167'REF. TAG.
 FX2167'189.4 FEET ESE OF STOP SIGN IN C/L OF ISLAND OF SR 1560.
 FX2167'69.3 FEET W OF BRACE FENCE POST W/ALUMINUM REF. TAG.
 FX2167
 FX2167                          STATION RECOVERY (1978)
 FX2167
 FX2167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2167'1.2 MI WEST FROM BATTLEBORO.
 FX2167'TO REACH THE STATION FROM THE SR 1522 I 95, US 301 CONNECTOR OVERPASS
 FX2167'OF US 301 SOUTHBOUND LANE, PROCEED NORTHWEST ALONG SR 1522 FOR 1.0
 FX2167'MILE TO STATION IN RIGHT SHOULDER OF EAST SIDE OF INTERSECTION WITH
 FX2167'SR 1560, 31.9 FT. NORTH NORTHEAST OF CENTERLINE OF SR 1522 WESTBOUND
 FX2167'LANE, 60.1 FT. SOUTH SOUTHEAST OF RIGHT OF WAY MARKER AT FENCE CORNER,
 FX2167'60.9 FT. SOUTH SOUTHEAST OF CORNER FENCE POST MIDDLE BRACE POST WITH
 FX2167'REFERENCE TAG, 69.3 FT. WEST OF BRACE FENCE POST WITH REFERENCE TAG
 FX2167'AND 189.4 FT. EAST SOUTHEAST OF CENTERLINE OF SR 1560 TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3326 ***********************************************************************
 FA3326  DESIGNATION -  BORO
 FA3326  PID         -  FA3326
 FA3326  STATE/COUNTY-  NC/RUTHERFORD
 FA3326  USGS QUAD   -  FOREST CITY (1993)
 FA3326
 FA3326                         *CURRENT SURVEY CONTROL
 FA3326  ___________________________________________________________________
 FA3326* NAD 83(2001)-  35 19 22.79884(N)    081 45 15.33263(W)     ADJUSTED  
 FA3326* NAVD 88     -       313.0    (meters)    1027.     (feet)  VERTCON   
 FA3326  ___________________________________________________________________
 FA3326  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA3326  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA3326  HORZ ORDER  -  SECOND
 FA3326
 FA3326.The horizontal coordinates were established by classical geodetic methods
 FA3326.and adjusted by the National Geodetic Survey in August 2005.
 FA3326
 FA3326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3326
 FA3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3326
 FA3326.The geoid height was determined by GEOID03.
 FA3326
 FA3326;                    North         East     Units Scale Factor Converg.
 FA3326;SPC NC       -   177,966.455   359,225.811   MT  0.99987336   -1 35 22.8
 FA3326;SPC NC       -   583,878.28  1,178,560.01   sFT  0.99987336   -1 35 22.8
 FA3326;UTM  17      - 3,909,124.371   431,443.508   MT  0.99965792   -0 26 10.0
 FA3326
 FA3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3326!SPC NC       -   0.99995589  x   0.99987336  =   0.99982926
 FA3326!UTM  17      -   0.99995589  x   0.99965792  =   0.99961383
 FA3326
 FA3326:                Primary Azimuth Mark                     Grid Az
 FA3326:SPC NC       -  ELLENBORO                                328 21 02.0
 FA3326:UTM  17      -  ELLENBORO                                327 11 49.2
 FA3326
 FA3326|---------------------------------------------------------------------|
 FA3326| PID    Reference Object                     Distance      Geod. Az  |
 FA3326|                                                           dddmmss.s |
 FA3326| FA3324 ELLENBORO                           APPROX. 0.9 KM 3264539.2 |
 FA3326|---------------------------------------------------------------------|
 FA3326
 FA3326                          SUPERSEDED SURVEY CONTROL
 FA3326
 FA3326  NAD 83(1986)-  35 19 22.81331(N)    081 45 15.33134(W) AD(       ) 2
 FA3326  NAD 27      -  35 19 22.37352(N)    081 45 15.97940(W) AD(       ) 2
 FA3326  NGVD 29 (07/19/86)  313.2    (m)         1028.     (f) VERT ANG    3  
 FA3326
 FA3326.Superseded values are not recommended for survey control.
 FA3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3326.See file dsdata.txt to determine how the superseded data were derived.
 FA3326
 FA3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3144409124(NAD 83)
 FA3326_MARKER: DE = TRAVERSE STATION DISK
 FA3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3326_STAMPING: BORO 1973
 FA3326_MARK LOGO: NCGS  
 FA3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3326+STABILITY: SURFACE MOTION
 FA3326
 FA3326  HISTORY     - Date     Condition        Report By
 FA3326  HISTORY     - 1973     MONUMENTED       NCGS
 FA3326  HISTORY     - 19960522 MARK NOT FOUND   USPSQD
 FA3326
 FA3326                          STATION DESCRIPTION
 FA3326
 FA3326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JS)
 FA3326'BORO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA3326'VICINITY OF ELLENBORO, NORTH CAROLINA.
 FA3326'
 FA3326'BORO IS LOCATED AT SE EDGE OF ELLENBORO.  TO REACH STATION FROM
 FA3326'INTERSECTION OF US 74 BUSINESS AND SR 1920 IN ELLENBORO, PROCEED SE
 FA3326'ALONG US 74 BUSINESS FOR 0.3 MILES TO Y-INTERSECTION WITH SR 1921
 FA3326'(SIX POINTS ROAD) AND STATION IN ISLAND FORMED BY JUNCTION.
 FA3326'
 FA3326'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BORO
 FA3326'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FA3326'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3326'
 FA3326'MARK IS
 FA3326'25.7 FEET SW OF C/L OF US 74 BUSINESS.
 FA3326'22.4 FEET ENE OF C/L OF SR 1921.
 FA3326'33.0 FEET NNW OF C/L CROSSOVER ROAD.
 FA3326'35.6 FEET NE RAIL OF SCL R/R.
 FA3326'64.3 FEET NW OF TP W/ALUMINUM REF. TAG.
 FA3326'5.3 FEET SW OF TP NO. 1943.
 FA3326'134.9 FEET SE OF TP NO. 1942.
 FA3326
 FA3326                          STATION RECOVERY (1996)
 FA3326
 FA3326'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA3326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2578 ***********************************************************************
 EA2578  DESIGNATION -  BORO
 EA2578  PID         -  EA2578
 EA2578  STATE/COUNTY-  NC/NEW HANOVER
 EA2578  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA2578
 EA2578                         *CURRENT SURVEY CONTROL
 EA2578  ___________________________________________________________________
 EA2578* NAD 83(2001)-  34 09 53.26195(N)    077 49 42.80419(W)     ADJUSTED  
 EA2578* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2578  ___________________________________________________________________
 EA2578  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 EA2578  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 EA2578  HORZ ORDER  -  THIRD
 EA2578
 EA2578.The horizontal coordinates were established by classical geodetic methods
 EA2578.and adjusted by the National Geodetic Survey in August 2005.
 EA2578
 EA2578.The orthometric height was scaled from a topographic map.
 EA2578
 EA2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2578
 EA2578.The geoid height was determined by GEOID03.
 EA2578
 EA2578;                    North         East     Units Scale Factor Converg.
 EA2578;SPC NC       -    46,652.933   717,618.314   MT  1.00005093   +0 40 34.0
 EA2578;SPC NC       -   153,060.50  2,354,386.09   sFT  1.00005093   +0 40 34.0
 EA2578;UTM  18      - 3,784,044.519   239,255.002   MT  1.00043816   -1 35 21.6
 EA2578
 EA2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2578!SPC NC       -   1.00000575  x   1.00005093  =   1.00005668
 EA2578!UTM  18      -   1.00000575  x   1.00043816  =   1.00044391
 EA2578
 EA2578:                Primary Azimuth Mark                     Grid Az
 EA2578:SPC NC       -  TODD                                     206 13 59.1
 EA2578:UTM  18      -  TODD                                     208 29 54.7
 EA2578
 EA2578|---------------------------------------------------------------------|
 EA2578| PID    Reference Object                     Distance      Geod. Az  |
 EA2578|                                                           dddmmss.s |
 EA2578| EA2605 TODD                                APPROX. 2.0 KM 2065433.1 |
 EA2578| EA2591 MASONBORO LG WHITE HSE CUPOLA       APPROX. 2.1 KM 3001917.4 |
 EA2578|---------------------------------------------------------------------|
 EA2578
 EA2578                          SUPERSEDED SURVEY CONTROL
 EA2578
 EA2578  NAD 83(1986)-  34 09 53.27394(N)    077 49 42.81751(W) AD(       ) 3
 EA2578  NAD 27      -  34 09 52.65700(N)    077 49 43.87900(W) AD(       ) 3
 EA2578
 EA2578.Superseded values are not recommended for survey control.
 EA2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2578.See file dsdata.txt to determine how the superseded data were derived.
 EA2578
 EA2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3925584045(NAD 83)
 EA2578_MARKER: Z = SEE DESCRIPTION
 EA2578_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2578_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2578_MARK LOGO: CGS   
 EA2578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2578
 EA2578  HISTORY     - Date     Condition        Report By
 EA2578  HISTORY     - 1918     MONUMENTED       CGS
 EA2578  HISTORY     - 1926     SEE DESCRIPTION  CGS
 EA2578  HISTORY     - 1933     GOOD             CGS
 EA2578  HISTORY     - 1965     SEE DESCRIPTION  CGS
 EA2578
 EA2578                          STATION DESCRIPTION
 EA2578
 EA2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EA2578'STATION IS ON THE OCEAN SIDE OF MASONBORO SOUND, ABOUT 1 MILE SW
 EA2578'OF MASONBORO INLET, ON THE SOUTHERN END OF THE W SAND RIDGE AT
 EA2578'A POINT WHERE THE TWO SAND RIDGES JOIN.
 EA2578'
 EA2578'THE STATION IS MARKED ONLY BY A STUB, ON ACCOUNT OF THE CHANGING
 EA2578'SAND, AND IS NOT PERMANENT.
 EA2578
 EA2578                          STATION RECOVERY (1926)
 EA2578
 EA2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2578'STATION RECOVERED AS DESCRIBED.  THE OLD ROTTING STUB AND ROTTING
 EA2578'LEGS OF TRIPOD WERE RECOVERED.  THE STATION WAS NOT RE-MARKED
 EA2578'AND MAY BE CONSIDERED LOST.
 EA2578
 EA2578                          STATION RECOVERY (1933)
 EA2578
 EA2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2578'THE OLD STUB MARKING THE STATION WAS FOUND ACCORDING TO THE
 EA2578'DESCRIPTION.  THE FACT THAT THE RIGHT POINT WAS RECOVERED WAS
 EA2578'VERIFIED BY SETTING UP A THEODOLITE OVER THE STUB AND MEASURING THE
 EA2578'ANGLES TO OTHER RECOVERED TRIANGULATION STATIONS.
 EA2578'
 EA2578'THE STATION IS ABOUT 1-1/4 MILES SW OF MASONBORO INLET, ON THE
 EA2578'SOUTHERN END OF THE W SAND RIDGE AND AT A POINT WHERE THE TWO
 EA2578'SAND RIDGES JOIN.
 EA2578'
 EA2578'THE STATION WAS RE-MARKED BY A STANDARD BRONZE DISK SET IN
 EA2578'CONCRETE, IN THE TOP OF A TILE.
 EA2578'
 EA2578'THE BEARING TO THE LARGE WHITE CUPOLA ON PARSLEYS HOUSE IN
 EA2578'MASONBORO N 56 DEG W.
 EA2578'
 EA2578'WITNESS MARK WAS ESTABLISHED CONSISTING OF A 2- BY 4-INCH STAKE
 EA2578'WITH AN ARROW CUT IN THE TOP AND POINTING TO THE STATION.  WITNESS
 EA2578'MARK IS 34 FEET FROM THE STATION S 31 DEG W.
 EA2578
 EA2578                          STATION RECOVERY (1965)
 EA2578
 EA2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2578'LOST.  A THOROUGH SEARCH WAS MADE AT THE STATION SITE BUT NO
 EA2578'TRACE OF THE STATION OR 2 X 4 STAKE COULD BE FOUND.  THIS STATION
 EA2578'MAY BE INTACT BUT COVERED BY SHIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8402 ***********************************************************************
 AF8402  DESIGNATION -  BORROW
 AF8402  PID         -  AF8402
 AF8402  STATE/COUNTY-  NC/HERTFORD
 AF8402  USGS QUAD   -  AHOSKIE (1982)
 AF8402
 AF8402                         *CURRENT SURVEY CONTROL
 AF8402  ___________________________________________________________________
 AF8402* NAD 83(2001)-  36 20 26.18595(N)    076 59 58.63940(W)     ADJUSTED  
 AF8402* NAVD 88     -        16.3    (meters)      53.     (feet)  VERT ANG  
 AF8402  ___________________________________________________________________
 AF8402  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 AF8402  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AF8402  HORZ ORDER  -  SECOND
 AF8402
 AF8402.The horizontal coordinates were established by classical geodetic methods
 AF8402.and adjusted by the National Geodetic Survey in August 2005.
 AF8402
 AF8402.The orthometric height was determined by vertical angle observations.
 AF8402
 AF8402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8402
 AF8402.The geoid height was determined by GEOID03.
 AF8402
 AF8402;                    North         East     Units Scale Factor Converg.
 AF8402;SPC NC       -   289,204.727   789,181.304   MT  1.00005319   +1 09 16.4
 AF8402;SPC NC       -   948,832.51  2,589,172.33   sFT  1.00005319   +1 09 16.4
 AF8402;UTM  18      - 4,023,583.944   320,546.037   MT  0.99999679   -1 11 06.9
 AF8402
 AF8402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8402!SPC NC       -   1.00000298  x   1.00005319  =   1.00005617
 AF8402!UTM  18      -   1.00000298  x   0.99999679  =   0.99999977
 AF8402
 AF8402                          SUPERSEDED SURVEY CONTROL
 AF8402
 AF8402  NAD 83(1986)-  36 20 26.19494(N)    076 59 58.65424(W) AD(       ) 2
 AF8402
 AF8402.Superseded values are not recommended for survey control.
 AF8402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8402.See file dsdata.txt to determine how the superseded data were derived.
 AF8402
 AF8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2054623584(NAD 83)
 AF8402_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8402_STAMPING: BORROW 1985
 AF8402_MARK LOGO: NCGS  
 AF8402_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8402+STABILITY: SURFACE MOTION
 AF8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8402+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AF8402
 AF8402  HISTORY     - Date     Condition        Report By
 AF8402  HISTORY     - 1985     MONUMENTED       NCGS
 AF8402
 AF8402                          STATION DESCRIPTION
 AF8402
 AF8402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8402'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) NORTH OF AHOSKIE AND 1.5 MI
 AF8402'(2.4 KM) EAST-NORTHEAST OF UNION. ALONG NC 11 FOR 0.85 MI (1.37 KM)
 AF8402'NORTHWEST FROM THE JUNCTION WITH NC 11 (AHOSKIE BYPASS), SR 1213 (OLD
 AF8402'NC 11) AND SR 1212 (SHORT CUT ROAD) TO SR 1131 (SALUDA HALL ROAD), IN
 AF8402'THE SOUTHEAST QUADRANT OF THE CROSSROADS. MARK IS RECESSED 4 INCHES
 AF8402'BELOW GROUND AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE CROSSROADS.
 AF8402'LOCATED 33.6 FT (10.2 M) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AF8402'HIGHWAY, 37.6 FT (11.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 AF8402'ROAD, 96.0 FT (29.3 M) SOUTHEAST OF THE CENTERLINE OF THE CROSSROADS,
 AF8402'149.0 FT (45.4 M) NORTH OF THE NORTHWEST END OF A FIELD ROAD
 AF8402'CULVERT--AND 93.0 FT (28.3 M) NORTHEAST OF A 12-INCH PINE, 105.3 FT
 AF8402'(32.1 M) WEST-NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0901 ***********************************************************************
 AI0901  DESIGNATION -  BORYK
 AI0901  PID         -  AI0901
 AI0901  STATE/COUNTY-  NC/PENDER
 AI0901  USGS QUAD   -  HAMPSTEAD (1970)
 AI0901
 AI0901                         *CURRENT SURVEY CONTROL
 AI0901  ___________________________________________________________________
 AI0901* NAD 83(2007)-  34 21 05.29145(N)    077 38 53.12446(W)     ADJUSTED  
 AI0901* NAVD 88     -         1.61   (meters)       5.3    (feet)  LEVELING  
 AI0901  ___________________________________________________________________
 AI0901  EPOCH DATE  -        2002.00
 AI0901  X           -   1,127,618.889 (meters)                     COMP
 AI0901  Y           -  -5,149,308.746 (meters)                     COMP
 AI0901  Z           -   3,578,681.002 (meters)                     COMP
 AI0901  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AI0901  ELLIP HEIGHT-         -35.749 (meters)          (02/10/07) ADJUSTED
 AI0901  GEOID HEIGHT-         -37.33  (meters)                     GEOID03
 AI0901
 AI0901  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0901  Type    PID    Designation                      North   East  Ellip
 AI0901  -------------------------------------------------------------------
 AI0901  NETWORK AI0901 BORYK                             0.65   0.55   1.51
 AI0901  -------------------------------------------------------------------
 AI0901  VERT ORDER  -  THIRD ?
 AI0901
 AI0901.The horizontal coordinates were established by GPS observations
 AI0901.and adjusted by the National Geodetic Survey in February 2007.
 AI0901
 AI0901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0901.The horizontal coordinates are valid at the epoch date displayed above.
 AI0901.The epoch date for horizontal control is a decimal equivalence
 AI0901.of Year/Month/Day.
 AI0901
 AI0901.The orthometric height was determined by differential leveling.
 AI0901.The vertical network tie was performed by a horz. field party for horz.
 AI0901.obs reductions. Reset procedures were used to establish the elevation.
 AI0901
 AI0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0901
 AI0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0901
 AI0901.The ellipsoidal height was determined by GPS observations
 AI0901.and is referenced to NAD 83.
 AI0901
 AI0901.The geoid height was determined by GEOID03.
 AI0901
 AI0901;                    North         East     Units Scale Factor Converg.
 AI0901;SPC NC       -    67,570.256   733,975.919   MT  0.99999503   +0 46 49.0
 AI0901;SPC NC       -   221,686.75  2,408,052.66   sFT  0.99999503   +0 46 49.0
 AI0901;UTM  18      - 3,804,304.727   256,434.648   MT  1.00033131   -1 29 41.9
 AI0901
 AI0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0901!SPC NC       -   1.00000561  x   0.99999503  =   1.00000064
 AI0901!UTM  18      -   1.00000561  x   1.00033131  =   1.00033692
 AI0901
 AI0901:                Primary Azimuth Mark                     Grid Az
 AI0901:SPC NC       -  TOPSAIL 2                                048 26 32.8
 AI0901:UTM  18      -  TOPSAIL 2                                050 43 03.7
 AI0901
 AI0901|---------------------------------------------------------------------|
 AI0901| PID    Reference Object                     Distance      Geod. Az  |
 AI0901|                                                           dddmmss.s |
 AI0901| EA2559 TOPSAIL 2                           APPROX. 0.5 KM 0491321.8 |
 AI0901|---------------------------------------------------------------------|
 AI0901
 AI0901                          SUPERSEDED SURVEY CONTROL
 AI0901
 AI0901  NAD 83(1986)-  34 21 05.30038(N)    077 38 53.13573(W) AD(       ) 1
 AI0901  NAD 83(2001)-  34 21 05.29168(N)    077 38 53.12386(W) AD(       ) 1
 AI0901  ELLIP H (11/24/04)  -35.735  (m)                       GP(       ) 4 2
 AI0901
 AI0901.Superseded values are not recommended for survey control.
 AI0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0901.See file dsdata.txt to determine how the superseded data were derived.
 AI0901
 AI0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5643504305(NAD 83)
 AI0901_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0901_STAMPING: BORYK 1998
 AI0901_MARK LOGO: NCGS  
 AI0901_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0901+STABILITY: SURFACE MOTION
 AI0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0901+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 AI0901
 AI0901  HISTORY     - Date     Condition        Report By
 AI0901  HISTORY     - 1998     MONUMENTED       NCGS
 AI0901  HISTORY     - 20001220 GOOD             NCGS
 AI0901  HISTORY     - 20050315 GOOD             USPSQD
 AI0901  HISTORY     - 20060319 GOOD             USPSQD
 AI0901
 AI0901                          STATION DESCRIPTION
 AI0901
 AI0901'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AI0901'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-SOUTHEAST OF HAMPSTEAD
 AI0901'AND 7.5 MI (12.1 KM) SOUTHWEST OF SURF CITY. ON TOPSAIL ISLAND, IN
 AI0901'TOPSAIL BEACH, AT THE NORTH CORNER OF 113 BORYK AVE (MARGARITAVILLE).
 AI0901'PROCEED ALONG S. ANDERSON BLVD FOR 1.3 MI (2.1 KM) SOUTHWEST FROM THE
 AI0901'TOPSAIL BEACH TOWN HALL (A BRICK BUILDING AT CREWS AVE) TO ITS END AT
 AI0901'TROUT ST., THENCE ALONG TROUT ST FOR 0.1 MI (0.2 KM) SOUTHEAST TO
 AI0901'OCEAN BLVD, THENCE ALONG OCEAN BLVD FOR 0.1 MI (0.2 KM) SOUTHWEST TO
 AI0901'BORYK AVE, THENCE ALONG BORYK AVE FOR 0.1 MI (0.2 KM) NORTHWEST TO
 AI0901'HOUSE NO.113 AND THE STATION NEAR THE RIGHT-OF-WAY. THE STATION IS A
 AI0901'STANDARD NCGS HORIZONTAL STATION DISK STAMPED---BORYK 1998---, SET IN
 AI0901'TOP OF A ROUND CONCRETE MONUMENT. MARK IS ABOUT LEVEL WITH THE
 AI0901'CENTERLINE OF BORYK AVE, AND IS RECESSED 3 INCHES BELOW THE GROUND.
 AI0901'LOCATED 23.8 FT (7.3 M) SOUTHWEST OF THE CENTERLINE OF BORYK AVE, 51.9
 AI0901'FT (15.8 M) SOUTHWEST OF A FIRE HYDRANT, 61.4 FT (18.7 M) SOUTHEAST OF
 AI0901'THE SOUTHEAST EDGE OF A CONCRETE WALKWAY, 1.0 FT (0.3 M) EAST OF A
 AI0901'WITNESS POST, --AND 58.7 FT (17.9 M) NORTH-NORTHWEST OF A TELEPHONE
 AI0901'PEDESTAL (180021), WATER METER, POWER POLE (261L7R2), 60.4 FT (18.4 M)
 AI0901'SOUTHEAST OF A TELEPHONE PEDESTAL (180023), POWER POLE
 AI0901'(261I7R21/2)--BOTH WITH REFERENCE TAGS.
 AI0901
 AI0901                          STATION RECOVERY (2000)
 AI0901
 AI0901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (DWE)
 AI0901'RECOVERED AS DESCRIBED.
 AI0901
 AI0901                          STATION RECOVERY (2005)
 AI0901
 AI0901'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0901'RECOVERED IN GOOD CONDITION.
 AI0901
 AI0901                          STATION RECOVERY (2006)
 AI0901
 AI0901'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3634 ***********************************************************************
 EY3634  DESIGNATION -  BOS
 EY3634  PID         -  EY3634
 EY3634  STATE/COUNTY-  NC/PAMLICO
 EY3634  USGS QUAD   -  VANDEMERE (1993)
 EY3634
 EY3634                         *CURRENT SURVEY CONTROL
 EY3634  ___________________________________________________________________
 EY3634* NAD 83(2001)-  35 08 12.59525(N)    076 42 48.22714(W)     ADJUSTED  
 EY3634* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3634  ___________________________________________________________________
 EY3634  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 EY3634  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3634  HORZ ORDER  -  THIRD
 EY3634
 EY3634.The horizontal coordinates were established by classical geodetic methods
 EY3634.and adjusted by the National Geodetic Survey in August 2005.
 EY3634
 EY3634.The orthometric height was scaled from a topographic map.
 EY3634
 EY3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3634
 EY3634.The geoid height was determined by GEOID03.
 EY3634
 EY3634;                    North         East     Units Scale Factor Converg.
 EY3634;SPC NC       -   156,240.834   817,948.434   MT  0.99987459   +1 19 11.1
 EY3634;SPC NC       -   512,600.14  2,683,552.49   sFT  0.99987459   +1 19 11.1
 EY3634;UTM  18      - 3,889,560.912   343,902.541   MT  0.99990030   -0 59 10.7
 EY3634
 EY3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3634!SPC NC       -   1.00000576  x   0.99987459  =   0.99988035
 EY3634!UTM  18      -   1.00000576  x   0.99990030  =   0.99990606
 EY3634
 EY3634|---------------------------------------------------------------------|
 EY3634| PID    Reference Object                     Distance      Geod. Az  |
 EY3634|                                                           dddmmss.s |
 EY3634| EY4810 BOS RM 1                             21.781 METERS 16545     |
 EY3634| EY3662 TRENT                               APPROX. 0.7 KM 3103311.9 |
 EY3634|---------------------------------------------------------------------|
 EY3634
 EY3634                          SUPERSEDED SURVEY CONTROL
 EY3634
 EY3634  NAD 83(1986)-  35 08 12.60765(N)    076 42 48.23886(W) AD(       ) 3
 EY3634  NAD 27      -  35 08 11.98300(N)    076 42 49.47300(W) AD(       ) 3
 EY3634
 EY3634.Superseded values are not recommended for survey control.
 EY3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3634.See file dsdata.txt to determine how the superseded data were derived.
 EY3634
 EY3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4390389561(NAD 83)
 EY3634_MARKER: DS = TRIANGULATION STATION DISK
 EY3634_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3634_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3634
 EY3634  HISTORY     - Date     Condition        Report By
 EY3634  HISTORY     - 1935     MONUMENTED       CGS
 EY3634  HISTORY     - 1948     GOOD             CGS
 EY3634
 EY3634                          STATION DESCRIPTION
 EY3634
 EY3634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY3634'STATION IS LOCATED ON THE S SIDE OF THE FIRST SMALL BAY W OF
 EY3634'MASON BAY.  A SMALL ISLAND LIES DIRECTLY IN FRONT OF THE
 EY3634'STATION.  IT IS 10 METERS SE OF HIGH-WATER LINE, 24 METERS SW OF
 EY3634'HIGH-WATER LINE.
 EY3634'
 EY3634'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3634'IN CONCRETE IN TOP OF TILE AS DESCRIBED.
 EY3634
 EY3634                          STATION RECOVERY (1948)
 EY3634
 EY3634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3634'THE STATION IS LOCATED ON THE S SIDE OF BAY RIVER AND ON THE
 EY3634'S SIDE OF SWINDELL BAY, THE FIRST SMALL BAY W OF MASON BAY.  A
 EY3634'SMALL ISLAND LIES JUST TO THE RIGHT OF A LINE TO TRIANGULATION
 EY3634'STATION PEL, 1935.
 EY3634'
 EY3634'THE STATION IS 7.0 METERS SE OF THE SHORELINE AND 16.3 METERS
 EY3634'SW OF THE SHORELINE, AT A SMALL INDENTATION IN THE SHORE.
 EY3634'
 EY3634'THE DISTANCE TO R.M. 1 WAS CHECKED AND FOUND TO BE IN AGREEMENT
 EY3634'WITH THE DESCRIPTION OF 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4833 ***********************************************************************
 EZ4833  DESIGNATION -  BOSHER
 EZ4833  PID         -  EZ4833
 EZ4833  STATE/COUNTY-  NC/CUMBERLAND
 EZ4833  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ4833
 EZ4833                         *CURRENT SURVEY CONTROL
 EZ4833  ___________________________________________________________________
 EZ4833* NAD 83(2001)-  35 07 03.09881(N)    078 52 48.19915(W)     ADJUSTED  
 EZ4833* NAVD 88     -        67.3    (meters)     221.     (feet)  VERTCON   
 EZ4833  ___________________________________________________________________
 EZ4833  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 EZ4833  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 EZ4833  HORZ ORDER  -  SECOND
 EZ4833
 EZ4833.The horizontal coordinates were established by classical geodetic methods
 EZ4833.and adjusted by the National Geodetic Survey in August 2005.
 EZ4833
 EZ4833.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4833
 EZ4833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4833
 EZ4833.The geoid height was determined by GEOID03.
 EZ4833
 EZ4833;                    North         East     Units Scale Factor Converg.
 EZ4833;SPC NC       -   151,706.345   620,533.705   MT  0.99987532   +0 04 09.2
 EZ4833;SPC NC       -   497,723.23  2,035,867.66   sFT  0.99987532   +0 04 09.2
 EZ4833;UTM  17      - 3,888,133.027   693,186.486   MT  1.00005997   +1 13 11.6
 EZ4833
 EZ4833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4833!SPC NC       -   0.99999467  x   0.99987532  =   0.99987000
 EZ4833!UTM  17      -   0.99999467  x   1.00005997  =   1.00005464
 EZ4833
 EZ4833:                Primary Azimuth Mark                     Grid Az
 EZ4833:SPC NC       -  SCOTT                                    006 19 01.0
 EZ4833:UTM  17      -  SCOTT                                    005 09 58.6
 EZ4833
 EZ4833|---------------------------------------------------------------------|
 EZ4833| PID    Reference Object                     Distance      Geod. Az  |
 EZ4833|                                                           dddmmss.s |
 EZ4833| EZ0446 SCOTT                               459.557 METERS 0062310.2 |
 EZ4833| EZ0447 STORAGE                             APPROX. 0.9 KM 1750535.9 |
 EZ4833|---------------------------------------------------------------------|
 EZ4833
 EZ4833                          SUPERSEDED SURVEY CONTROL
 EZ4833
 EZ4833  NAD 83(1986)-  35 07 03.10835(N)    078 52 48.20064(W) AD(       ) 2
 EZ4833  NAD 27      -  35 07 02.52065(N)    078 52 49.10041(W) AD(       ) 2
 EZ4833  NGVD 29 (07/19/86)   67.6    (m)          222.     (f) VERT ANG    3  
 EZ4833
 EZ4833.Superseded values are not recommended for survey control.
 EZ4833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4833.See file dsdata.txt to determine how the superseded data were derived.
 EZ4833
 EZ4833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU9318688133(NAD 83)
 EZ4833_MARKER: DE = TRAVERSE STATION DISK
 EZ4833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4833_STAMPING: BOSHER 1966
 EZ4833_MARK LOGO: NCGS  
 EZ4833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4833+STABILITY: SURFACE MOTION
 EZ4833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4833+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 EZ4833
 EZ4833  HISTORY     - Date     Condition        Report By
 EZ4833  HISTORY     - 1966     MONUMENTED       NCGS
 EZ4833  HISTORY     - 20040424 GOOD             USPSQD
 EZ4833  HISTORY     - 20060726 GOOD             USPSQD
 EZ4833
 EZ4833                          STATION DESCRIPTION
 EZ4833
 EZ4833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ4833'BOSHER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4833'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ4833'
 EZ4833'BOSHER IS NORTH OF FAYETTEVILLE, 2.4 MILES NE OF
 EZ4833'INTERSECTION OF NC 59 AND NC 210.  AND 4.4 MILES NORTH OF
 EZ4833'MARKET SQ. IN FAYETTEVILLE.  TO REACH STATION PROCEED FROM
 EZ4833'MARKET SQ. IN FAYETTEVILLE NORTH FOR 4.5 MILES ON U.S. 401
 EZ4833'TO STATION ON LEFT IN YARD OF WHITE HOUSE.  FROM INTERSECTION
 EZ4833'OF NC 59 AND NC 210 TRAVEL EAST FOR 2.3 MILES TO
 EZ4833'INTERSECTION WITH U.S. 401.  TURN LEFT (NORTH) AND TRAVEL 0.8
 EZ4833'MILES NORTH ON U.S. 401 TO STATION.
 EZ4833'
 EZ4833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4833'BOSHER 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4833'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4833'
 EZ4833'MARK IS
 EZ4833'
 EZ4833'400.0 FT W OF NORTHWOOD TEMPLE ON E SIDE OF U.S. 401
 EZ4833'
 EZ4833'33.8 FT S OF 24 INCH PINE WITH ALUMINUM REF. TAG IN YARD OF
 EZ4833'MR. E. S. BOSHER
 EZ4833'
 EZ4833'68.7 FT ENE OF 24 INCH PINE WITH ALUMINUM REF. TAG
 EZ4833'
 EZ4833'39.5 FT N OF C/L OF DRIVEWAY TO WHITE HOUSE
 EZ4833'
 EZ4833'86.6 FT E OF NE CORNER OF WHITE HOUSE
 EZ4833'
 EZ4833'1.3 FT W OF BACK OF CURB ALONG WEST SIDE OF U.S. 401
 EZ4833'
 EZ4833'14.8 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG
 EZ4833'
 EZ4833'177.9 FT N OF BACK OF CURB ON NORTH SIDE OF SR 1600
 EZ4833
 EZ4833                          STATION RECOVERY (2004)
 EZ4833
 EZ4833'RECOVERY NOTE BY US POWER SQUADRON 2004 (LS)
 EZ4833'RECOVERED IN GOOD CONDITION.
 EZ4833
 EZ4833                          STATION RECOVERY (2006)
 EZ4833
 EZ4833'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ4833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1595 ***********************************************************************
 EZ1595  DESIGNATION -  BOSSONG
 EZ1595  PID         -  EZ1595
 EZ1595  STATE/COUNTY-  NC/RANDOLPH
 EZ1595  USGS QUAD   -  ASHEBORO (1994)
 EZ1595
 EZ1595                         *CURRENT SURVEY CONTROL
 EZ1595  ___________________________________________________________________
 EZ1595* NAD 83(2001)-  35 42 31.53617(N)    079 49 41.93570(W)     ADJUSTED  
 EZ1595* NAVD 88     -       243.877  (meters)     800.12   (feet)  ADJUSTED  
 EZ1595  ___________________________________________________________________
 EZ1595  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EZ1595  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ1595  DYNAMIC HT  -         243.668 (meters)     799.43  (feet)  COMP
 EZ1595  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 EZ1595
 EZ1595  HORZ ORDER  -  SECOND
 EZ1595  VERT ORDER  -  SECOND    CLASS 0
 EZ1595
 EZ1595.The horizontal coordinates were established by classical geodetic methods
 EZ1595.and adjusted by the National Geodetic Survey in August 2005.
 EZ1595
 EZ1595.The orthometric height was determined by differential leveling
 EZ1595.and adjusted in June 1991.
 EZ1595
 EZ1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1595
 EZ1595.The geoid height was determined by GEOID03.
 EZ1595
 EZ1595.The dynamic height is computed by dividing the NAVD 88
 EZ1595.geopotential number by the normal gravity value computed on the
 EZ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1595.degrees latitude (g = 980.6199 gals.).
 EZ1595
 EZ1595.The modeled gravity was interpolated from observed gravity values.
 EZ1595
 EZ1595;                    North         East     Units Scale Factor Converg.
 EZ1595;SPC NC       -   217,600.797   534,651.650   MT  0.99990432   -0 28 41.1
 EZ1595;SPC NC       -   713,911.95  1,754,102.96   sFT  0.99990432   -0 28 41.1
 EZ1595;UTM  17      - 3,952,279.063   605,990.428   MT  0.99973843   +0 41 02.2
 EZ1595
 EZ1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1595!SPC NC       -   0.99996647  x   0.99990432  =   0.99987080
 EZ1595!UTM  17      -   0.99996647  x   0.99973843  =   0.99970491
 EZ1595
 EZ1595:                Primary Azimuth Mark                     Grid Az
 EZ1595:SPC NC       -  CORNER                                   012 35 05.7
 EZ1595:UTM  17      -  CORNER                                   011 25 22.4
 EZ1595
 EZ1595|---------------------------------------------------------------------|
 EZ1595| PID    Reference Object                     Distance      Geod. Az  |
 EZ1595|                                                           dddmmss.s |
 EZ1595| EZ1596 CORNER                              APPROX. 0.8 KM 0120624.6 |
 EZ1595| EZ3921 FENCED                              401.508 METERS 2304239.3 |
 EZ1595|---------------------------------------------------------------------|
 EZ1595
 EZ1595                          SUPERSEDED SURVEY CONTROL
 EZ1595
 EZ1595  NAD 83(1986)-  35 42 31.54052(N)    079 49 41.94105(W) AD(       ) 2
 EZ1595  NAD 27      -  35 42 31.04937(N)    079 49 42.81784(W) AD(       ) 2
 EZ1595  NGVD 29 (??/??/92)  244.116  (m)          800.90   (f) ADJ UNCH    2 0
 EZ1595
 EZ1595.Superseded values are not recommended for survey control.
 EZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1595.See file dsdata.txt to determine how the superseded data were derived.
 EZ1595
 EZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0599052279(NAD 83)
 EZ1595_MARKER: DE = TRAVERSE STATION DISK
 EZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1595_SP_SET: CONCRETE POST
 EZ1595_STAMPING: BOSSONG 1971
 EZ1595_MARK LOGO: NCGS  
 EZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1595+STABILITY: SURFACE MOTION
 EZ1595
 EZ1595  HISTORY     - Date     Condition        Report By
 EZ1595  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1595  HISTORY     - 1971     GOOD             NCGS
 EZ1595  HISTORY     - 1981     GOOD             NCGS
 EZ1595
 EZ1595                          STATION DESCRIPTION
 EZ1595
 EZ1595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ1595'BOSSONG IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1595'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ1595'
 EZ1595'BOSSONG IS LOCATED APPROXIMATELY 0.75 MILES WEST OF ASHEBORO.  TO
 EZ1595'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND U.S. 220
 EZ1595'BYPASS IN ASHEBORO.  GO NORTH ON U.S. 220 BYPASS FOR 1.75 MILES
 EZ1595'TO STATION AT NORTHEAST END OF NC 42 BRIDGE OVER U.S. 220 BYPASS.
 EZ1595'
 EZ1595'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1595'BOSSONG 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1595'WHICH IS 1 INCH ABOVE THE GROUND.
 EZ1595'
 EZ1595'MARK IS
 EZ1595'
 EZ1595'36.5 FT NNE OF C/L OF E BOUND LANE OF NC 42
 EZ1595'
 EZ1595'15.5 FT N OF TOP OF CORNER SECURITY FENCE POST
 EZ1595'
 EZ1595'16.7 FT N OF R/W MARKER
 EZ1595'
 EZ1595'27.2 FT NE OF NE END OF NC 42 BRIDGE ABUTMENT
 EZ1595'
 EZ1595'26.7 FT NE OF TOP OF END SECURITY FENCE POST AT NE END OF BRIDGE
 EZ1595
 EZ1595                          STATION RECOVERY (1971)
 EZ1595
 EZ1595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1595'0.8 MI W FROM ASHEBORO.
 EZ1595'STATION IS ABOUT 1.75 MI. N ALONG U.S. 220 BYPASS FROM JUNCTION
 EZ1595'WITH U.S. 64 IN ASHEBORO, AT NE END OF NC 42 BRIDGE OVER U.S. 220
 EZ1595'BYPASS, 36.5 FT NNE OF C/L OF E BOUND LANE OF NC 42, 27.2 FT
 EZ1595'NE OF NE END OF NC 42 BRIDGE ABUTMENT, 15.5 FT N OF TOP OF
 EZ1595'CORNER SECURITY FENCE POST, 16.7 FT N OF R/W MARKER AND 26.7 FT
 EZ1595'NE OF TOP OF END SECURITY FENCE POST.  STATION DISK IS SET IN
 EZ1595'CONCRETE CYLINDER, 1 INCH ABOVE THE GROUND.
 EZ1595
 EZ1595                          STATION RECOVERY (1981)
 EZ1595
 EZ1595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2262 ***********************************************************************
 FA2262  DESIGNATION -  BOST
 FA2262  PID         -  FA2262
 FA2262  STATE/COUNTY-  NC/CABARRUS
 FA2262  USGS QUAD   -  CONCORD SE (1987)
 FA2262
 FA2262                         *CURRENT SURVEY CONTROL
 FA2262  ___________________________________________________________________
 FA2262* NAD 83(2001)-  35 20 07.15769(N)    080 36 38.81245(W)     ADJUSTED  
 FA2262* NAVD 88     -       192.2    (meters)     631.     (feet)  VERTCON   
 FA2262  ___________________________________________________________________
 FA2262  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FA2262  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA2262  HORZ ORDER  -  SECOND
 FA2262
 FA2262.The horizontal coordinates were established by classical geodetic methods
 FA2262.and adjusted by the National Geodetic Survey in August 2005.
 FA2262
 FA2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2262
 FA2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2262
 FA2262.The geoid height was determined by GEOID03.
 FA2262
 FA2262;                    North         East     Units Scale Factor Converg.
 FA2262;SPC NC       -   177,047.722   463,183.268   MT  0.99987365   -0 55 46.9
 FA2262;SPC NC       -   580,864.07  1,519,627.11   sFT  0.99987365   -0 55 46.9
 FA2262;UTM  17      - 3,910,299.469   535,371.448   MT  0.99961542   +0 13 30.4
 FA2262
 FA2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2262!SPC NC       -   0.99997459  x   0.99987365  =   0.99984824
 FA2262!UTM  17      -   0.99997459  x   0.99961542  =   0.99959002
 FA2262
 FA2262:                Primary Azimuth Mark                     Grid Az
 FA2262:SPC NC       -  BLACK                                    297 23 31.8
 FA2262:UTM  17      -  BLACK                                    296 14 14.5
 FA2262
 FA2262|---------------------------------------------------------------------|
 FA2262| PID    Reference Object                     Distance      Geod. Az  |
 FA2262|                                                           dddmmss.s |
 FA2262| FA2277 BLACK                               APPROX. 2.1 KM 2962744.9 |
 FA2262|---------------------------------------------------------------------|
 FA2262
 FA2262                          SUPERSEDED SURVEY CONTROL
 FA2262
 FA2262  NAD 83(1986)-  35 20 07.17320(N)    080 36 38.82177(W) AD(       ) 2
 FA2262  NAD 27      -  35 20 06.66482(N)    080 36 39.57044(W) AD(       ) 2
 FA2262  NGVD 29 (07/19/86)  192.5    (m)          632.     (f) VERT ANG    3  
 FA2262
 FA2262.Superseded values are not recommended for survey control.
 FA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2262.See file dsdata.txt to determine how the superseded data were derived.
 FA2262
 FA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3537110299(NAD 83)
 FA2262_MARKER: DE = TRAVERSE STATION DISK
 FA2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2262_STAMPING: BOST 1963
 FA2262_MARK LOGO: NCGS  
 FA2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2262+STABILITY: SURFACE MOTION
 FA2262
 FA2262  HISTORY     - Date     Condition        Report By
 FA2262  HISTORY     - 1963     MONUMENTED       NCGS
 FA2262
 FA2262                          STATION DESCRIPTION
 FA2262
 FA2262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2262'BOST IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2262'NORTH CAROLINA.  STATION IS 5.3 MILES SSW OF CONCORD.  TO
 FA2262'REACH THE STATION GO S ALONG SR 1158 FOR 0.3 MILES FROM NC 49,
 FA2262'THEN GO E ON SR 1159 FOR 0.35 MILES, THEN GO 0.1 MILE N ALONG
 FA2262'DIRT ROAD TO STATION ON E SIDE OF ROAD.
 FA2262'
 FA2262'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2262'BOST 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2262'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2262'
 FA2262'MARK IS
 FA2262'
 FA2262'6.0 FT E OF C/L OF DIRT ROAD
 FA2262'
 FA2262'2.0 FT W OF FENCE LINE
 FA2262'
 FA2262'148.0 FT N OF 3 LEAD NAILS IN 30 INCH RED OAK
 FA2262'
 FA2262'123.4 FT NW OF 3 LEAD NAILS IN 20 INCH RED OAK
 FA2262'
 FA2262'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2391 ***********************************************************************
 EY2391  DESIGNATION -  BOSTED
 EY2391  PID         -  EY2391
 EY2391  STATE/COUNTY-  NC/JONES
 EY2391  USGS QUAD   -  TRENTON (1982)
 EY2391
 EY2391                         *CURRENT SURVEY CONTROL
 EY2391  ___________________________________________________________________
 EY2391* NAD 83(2001)-  35 00 18.41299(N)    077 16 45.54921(W)     ADJUSTED  
 EY2391* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 EY2391  ___________________________________________________________________
 EY2391  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 EY2391  GEOID HEIGHT-         -37.07  (meters)                     GEOID03
 EY2391  HORZ ORDER  -  SECOND
 EY2391
 EY2391.The horizontal coordinates were established by classical geodetic methods
 EY2391.and adjusted by the National Geodetic Survey in August 2005.
 EY2391
 EY2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2391
 EY2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2391
 EY2391.The geoid height was determined by GEOID03.
 EY2391
 EY2391;                    North         East     Units Scale Factor Converg.
 EY2391;SPC NC       -   140,591.060   766,642.815   MT  0.99988181   +0 59 35.3
 EY2391;SPC NC       -   461,255.84  2,515,227.30   sFT  0.99988181   +0 59 35.3
 EY2391;UTM  18      - 3,875,984.334   292,002.381   MT  1.00013323   -1 18 28.8
 EY2391
 EY2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2391!SPC NC       -   1.00000414  x   0.99988181  =   0.99988595
 EY2391!UTM  18      -   1.00000414  x   1.00013323  =   1.00013737
 EY2391
 EY2391:                Primary Azimuth Mark                     Grid Az
 EY2391:SPC NC       -  STOP                                     130 14 37.6
 EY2391:UTM  18      -  STOP                                     132 32 41.7
 EY2391
 EY2391|---------------------------------------------------------------------|
 EY2391| PID    Reference Object                     Distance      Geod. Az  |
 EY2391|                                                           dddmmss.s |
 EY2391| EY2390 STOP                                APPROX. 0.7 KM 1311412.9 |
 EY2391|---------------------------------------------------------------------|
 EY2391
 EY2391                          SUPERSEDED SURVEY CONTROL
 EY2391
 EY2391  NAD 83(1986)-  35 00 18.42638(N)    077 16 45.56089(W) AD(       ) 2
 EY2391  NAD 27      -  35 00 17.85801(N)    077 16 46.71784(W) AD(       ) 2
 EY2391  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG    3  
 EY2391
 EY2391.Superseded values are not recommended for survey control.
 EY2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2391.See file dsdata.txt to determine how the superseded data were derived.
 EY2391
 EY2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9200275984(NAD 83)
 EY2391_MARKER: DE = TRAVERSE STATION DISK
 EY2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2391_STAMPING: BOSTED 1975
 EY2391_MARK LOGO: NCGS  
 EY2391_PROJECTION: FLUSH
 EY2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2391+STABILITY: SURFACE MOTION
 EY2391
 EY2391  HISTORY     - Date     Condition        Report By
 EY2391  HISTORY     - 1975     MONUMENTED       NCGS
 EY2391  HISTORY     - 1979     MARK NOT FOUND   USGS
 EY2391  HISTORY     - 19820101 SEE DESCRIPTION  NCGS
 EY2391
 EY2391                          STATION DESCRIPTION
 EY2391
 EY2391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2391'BOSTED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2391'THE VICINITY OF POLLOCKSVILLE, NORTH CAROLINA.
 EY2391'
 EY2391'BOSTED IS LOCATED APPROXIMATELY 3.3 MILES WEST OF POLLOCKSVILLE
 EY2391'AND 5.8 MILES SOUTHEAST OF TRENTON.  TO REACH STATION FROM
 EY2391'INTERSECTION OF U.S. 17 WITH NC 58 NEAR POLLOCKSVILLE, PROCEED WEST
 EY2391'ALONG NC 58 FOR 3.2 MILES TO STATION ON RIGHT AT PP 90, AND 0.1
 EY2391'MILE EAST OF A BRIDGE OVER MILL RUN.
 EY2391'
 EY2391'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2391'BOSTED 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2391'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2391'
 EY2391'MARK IS 29.4 FT NE OF C/L OF NC 58
 EY2391'
 EY2391'70.0 FT N OF C/L OF A FIELD ENTRANCE
 EY2391'
 EY2391'3.1 FT SW OF PP 90 WITH ALUMINUM REF. TAG
 EY2391'
 EY2391'155.8 FT NW OF THINK SAFETY SIGN POST WITH ALUMINUM REF. TAG
 EY2391
 EY2391                          STATION RECOVERY (1979)
 EY2391
 EY2391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM)
 EY2391'MARK NOT FOUND.
 EY2391
 EY2391                          STATION RECOVERY (1982)
 EY2391
 EY2391'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2391'THE STATION HAS BEEN DESTROYED BY GRADING.  AN INSTRUMENT SEARCH
 EY2391'INDICATES THE LOCATION WOULD BE IN THE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3013 ***********************************************************************
 EA3013  DESIGNATION -  BOSTIC
 EA3013  PID         -  EA3013
 EA3013  STATE/COUNTY-  NC/DUPLIN
 EA3013  USGS QUAD   -  CHARITY (1981)
 EA3013
 EA3013                         *CURRENT SURVEY CONTROL
 EA3013  ___________________________________________________________________
 EA3013* NAD 83(2001)-  34 50 13.41762(N)    077 52 39.03252(W)     ADJUSTED  
 EA3013* NAVD 88     -        22.2    (meters)      73.     (feet)  VERTCON   
 EA3013  ___________________________________________________________________
 EA3013  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 EA3013  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EA3013  HORZ ORDER  -  FIRST
 EA3013
 EA3013.The horizontal coordinates were established by classical geodetic methods
 EA3013.and adjusted by the National Geodetic Survey in August 2005.
 EA3013
 EA3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3013
 EA3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3013
 EA3013.The geoid height was determined by GEOID03.
 EA3013
 EA3013;                    North         East     Units Scale Factor Converg.
 EA3013;SPC NC       -   121,168.684   712,261.481   MT  0.99989862   +0 38 52.3
 EA3013;SPC NC       -   397,534.26  2,336,811.21   sFT  0.99989862   +0 38 52.3
 EA3013;UTM  18      - 3,858,750.367   236,864.362   MT  1.00045348   -1 38 40.9
 EA3013
 EA3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3013!SPC NC       -   1.00000220  x   0.99989862  =   0.99990082
 EA3013!UTM  18      -   1.00000220  x   1.00045348  =   1.00045568
 EA3013
 EA3013|---------------------------------------------------------------------|
 EA3013| PID    Reference Object                     Distance      Geod. Az  |
 EA3013|                                                           dddmmss.s |
 EA3013| EA3015 BOSTIC AZ MK                        381.939 METERS 03028     |
 EA3013| EA3234 BOSTIC RM 1                          27.356 METERS 04038     |
 EA3013| EA3235 BOSTIC RM 2                          21.891 METERS 21814     |
 EA3013|---------------------------------------------------------------------|
 EA3013
 EA3013                          SUPERSEDED SURVEY CONTROL
 EA3013
 EA3013  NAD 83(1986)-  34 50 13.42706(N)    077 52 39.04364(W) AD(       ) 1
 EA3013  NAD 27      -  34 50 12.82741(N)    077 52 40.11310(W) AD(       ) 1
 EA3013  NGVD 29 (07/19/86)   22.5    (m)           74.     (f) VERT ANG    3  
 EA3013
 EA3013.Superseded values are not recommended for survey control.
 EA3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3013.See file dsdata.txt to determine how the superseded data were derived.
 EA3013
 EA3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3686458750(NAD 83)
 EA3013_MARKER: DS = TRIANGULATION STATION DISK
 EA3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA3013_STAMPING: BOSTIC 1969
 EA3013_MARK LOGO: CGS   
 EA3013
 EA3013  HISTORY     - Date     Condition        Report By
 EA3013  HISTORY     - 1969     MONUMENTED       CGS
 EA3013  HISTORY     - 1976     GOOD             NCGS
 EA3013  HISTORY     - 1978     MARK NOT FOUND   BAKER
 EA3013  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 EA3013
 EA3013                          STATION DESCRIPTION
 EA3013
 EA3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 EA3013'STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF TEACHEY, 9 MILES
 EA3013'EAST OF ROSE HILL, 8 MILES SOUTHWEST OF BEULAVILLE AND ON
 EA3013'PROPERTY OWNED BY MR. J.D. BOSTIC.
 EA3013'
 EA3013'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 117
 EA3013'AND COUNTY ROAD 1102 AT THE SOUTH EDGE OF ROSE HILL, GO EAST
 EA3013'ON COUNTY ROAD 1102 FOR 4.35 MILES TO THE JUNCTION OF STATE
 EA3013'HIGHWAY 11.  CONTINUE EAST ON ROAD 1102 FOR 1.05 MILE TO THE
 EA3013'JUNCTION OF COUNTY ROAD 1953.  TURN LEFT AND GO NORTHEAST AND
 EA3013'EAST ON ROAD 1953 FOR 3.30 MILES TO STATION ON RIGHT JUST
 EA3013'BEFORE REACHING FOUR LARGE CHICKEN HOUSES.
 EA3013'
 EA3013'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS.
 EA3013'
 EA3013'STATION MARK, STAMPED BOSTIC 1969 IS SET FLUSH WITH THE
 EA3013'GROUND SURFACE.  IT IS 133 FEET WEST OF A 36-INCH OAK TREE,
 EA3013'73 FEET WEST OF THE SOUTHWEST CORNER OF SOUTH 1 OF 4 CHICKEN
 EA3013'HOUSES, 33.5 FEET EAST-SOUTHEAST OF CENTER OF COUNTY ROAD 1953,
 EA3013'10 FEET EAST OF THE NORTHWEST CORNER OF A PIG PEN AND 9.5
 EA3013'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE PEN.
 EA3013'
 EA3013'RM 1, STAMPED BOSTIC NO 1 1969 PROJECTS ABOUT 2 INCHES ABOVE
 EA3013'THE GROUND SURFACE.  IT IS 93 FEET NORTHEAST OF THE NORTHWEST
 EA3013'CORNER OF THE PEN, 51 FEET SOUTHEAST OF CENTER OF THE ROAD AND
 EA3013'1.5 FEET WEST OF THE NORTHWEST CORNER OF THE CHICKEN HOUSE.
 EA3013'
 EA3013'RM 2, STAMPED BOSTIC NO 2 1969 PROJECTS ABOUT 2 INCHES ABOVE
 EA3013'THE GROUND SURFACE.  IT IS 35 FEET SOUTHWEST OF THE SOUTHEAST
 EA3013'CORNER OF THE PEN, 23 FEET SOUTHEAST OF CENTER OF THE ROAD,
 EA3013'1.9 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT
 EA3013'EAST-NORTHEAST OF A FENCE LINE.
 EA3013'
 EA3013'AZ MK, STAMPED BOSTIC 1969 PROJECTS ABOUT 4 INCHES ABOVE THE
 EA3013'GROUND SURFACE.  IT IS 74 FEET EAST OF COUNTY ROAD 1953, 47
 EA3013'FEET SOUTHEAST OF AN 8-INCH PINE TREE, 11 FEET SOUTH OF CENTER
 EA3013'OF A DRIVEWAY, 1.4 FEET NORTHWEST OF A METAL WITNESS POST AND
 EA3013'1.2 FEET WEST OF POWER POLE NUMBER 22795.
 EA3013'
 EA3013'TO REACH THE AZ MK FROM THE STATION, GO NORTHEAST ON COUNTY
 EA3013'ROAD 1953 FOR 0.25 MILE TO A DRIVEWAY RIGHT ACROSS ROAD FROM
 EA3013'A BROWN SHINGLED HOUSE.  TURN RIGHT INTO DRIVEWAY FOR ABOUT
 EA3013'75 FEET TO MARK ON RIGHT AS DESCRIBED.
 EA3013'
 EA3013'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EA3013
 EA3013                          STATION RECOVERY (1976)
 EA3013
 EA3013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3013'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 EA3013'MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 EA3013'CONDITION.  REFERENCE MARKS ARE INTERVISIBLE.
 EA3013
 EA3013                          STATION RECOVERY (1978)
 EA3013
 EA3013'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (KFH)
 EA3013'STATION NOT RECOVERED.
 EA3013
 EA3013                          STATION RECOVERY (1994)
 EA3013
 EA3013'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3015 ***********************************************************************
 EA3015  DESIGNATION -  BOSTIC AZ MK
 EA3015  PID         -  EA3015
 EA3015  STATE/COUNTY-  NC/DUPLIN
 EA3015  USGS QUAD   -  CHARITY (1981)
 EA3015
 EA3015                         *CURRENT SURVEY CONTROL
 EA3015  ___________________________________________________________________
 EA3015* NAD 83(2001)-  34 50 24.10109(N)    077 52 31.41183(W)     ADJUSTED  
 EA3015* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 EA3015  ___________________________________________________________________
 EA3015  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EA3015  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EA3015  HORZ ORDER  -  SECOND
 EA3015
 EA3015.The horizontal coordinates were established by classical geodetic methods
 EA3015.and adjusted by the National Geodetic Survey in August 2005.
 EA3015
 EA3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3015
 EA3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3015
 EA3015.The geoid height was determined by GEOID03.
 EA3015
 EA3015;                    North         East     Units Scale Factor Converg.
 EA3015;SPC NC       -   121,500.042   712,451.346   MT  0.99989825   +0 38 56.7
 EA3015;SPC NC       -   398,621.39  2,337,434.12   sFT  0.99989825   +0 38 56.7
 EA3015;UTM  18      - 3,859,074.044   237,067.443   MT  1.00045216   -1 38 37.0
 EA3015
 EA3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3015!SPC NC       -   1.00000255  x   0.99989825  =   0.99990080
 EA3015!UTM  18      -   1.00000255  x   1.00045216  =   1.00045471
 EA3015
 EA3015|---------------------------------------------------------------------|
 EA3015| PID    Reference Object                     Distance      Geod. Az  |
 EA3015|                                                           dddmmss.s |
 EA3015| EA3012 BATCHELOR                           268.533 METERS 02026     |
 EA3015| EA3013 BOSTIC                              381.939 METERS 21028     |
 EA3015|---------------------------------------------------------------------|
 EA3015
 EA3015                          SUPERSEDED SURVEY CONTROL
 EA3015
 EA3015  NAD 83(1986)-  34 50 24.11055(N)    077 52 31.42296(W) AD(       ) 2
 EA3015  NAD 27      -  34 50 23.51077(N)    077 52 32.49243(W) AD(       ) 2
 EA3015  NGVD 29 (07/19/86)   20.3    (m)           67.     (f) VERT ANG    3  
 EA3015
 EA3015.Superseded values are not recommended for survey control.
 EA3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3015.See file dsdata.txt to determine how the superseded data were derived.
 EA3015
 EA3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3706759074(NAD 83)
 EA3015_MARKER: DZ = AZIMUTH MARK DISK
 EA3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3015_STAMPING: BOSTIC 1969
 EA3015_MARK LOGO: CGS   
 EA3015_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3015+STABILITY: SURFACE MOTION
 EA3015
 EA3015  HISTORY     - Date     Condition        Report By
 EA3015  HISTORY     - 1969     MONUMENTED       CGS
 EA3015  HISTORY     - 19940419 GOOD             USPSQD
 EA3015
 EA3015                          STATION DESCRIPTION
 EA3015
 EA3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CLH)
 EA3015'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES WEST OF CHINQUAPIN AND
 EA3015'9.8 MILES SOUTH-SOUTHEAST OF KENANSVILLE.
 EA3015'
 EA3015'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 SOUTHWEST OF
 EA3015'CHINQUAPIN, PROCEED NORTHWEST ALONG NC 50 FOR 2.5 MILES TO CROSSROAD
 EA3015'INTERSECTION WITH SR 1953, THENCE SOUTHWEST ALONG SR 1953 FOR 0.7 MILE
 EA3015'TO STATION ON THE LEFT AT A POWER POLE AND DIRECTLY ACROSS SR 1953
 EA3015'FROM A GREEN SHINGLE HOUSE.
 EA3015'
 EA3015'STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BOSTIC 1969
 EA3015'---, SET IN A CONCRETE POST WHICH IS 8 INCHES ABOVE THE GROUND
 EA3015'SURFACE.  MARK IS 73.5 FEET SOUTHEAST OF THE CENTERLINE OF SR 1953,
 EA3015'0.7 FEET EAST-SOUTHEAST OF TELEPHONE POLE WITH PEDESTAL AND REFERENCE
 EA3015'TAG, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND 44.8 FEET
 EA3015'NORTHWEST OF A POWER POLE WITH REFERENCE TAG.
 EA3015
 EA3015                          STATION RECOVERY (1994)
 EA3015
 EA3015'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4890 ***********************************************************************
 FA4890  DESIGNATION -  BOSTON
 FA4890  PID         -  FA4890
 FA4890  STATE/COUNTY-  NC/LINCOLN
 FA4890  USGS QUAD   -  CHERRYVILLE (1973)
 FA4890
 FA4890                         *CURRENT SURVEY CONTROL
 FA4890  ___________________________________________________________________
 FA4890* NAD 83(2001)-  35 29 54.28536(N)    081 28 47.44158(W)     ADJUSTED  
 FA4890* NAVD 88     -       317.6    (meters)    1042.     (feet)  VERTCON   
 FA4890  ___________________________________________________________________
 FA4890  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 FA4890  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FA4890  HORZ ORDER  -  SECOND
 FA4890
 FA4890.The horizontal coordinates were established by classical geodetic methods
 FA4890.and adjusted by the National Geodetic Survey in August 2005.
 FA4890
 FA4890.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4890
 FA4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4890
 FA4890.The geoid height was determined by GEOID03.
 FA4890
 FA4890;                    North         East     Units Scale Factor Converg.
 FA4890;SPC NC       -   196,762.074   384,651.964   MT  0.99988183   -1 25 52.7
 FA4890;SPC NC       -   645,543.57  1,261,978.99   sFT  0.99988183   -1 25 52.7
 FA4890;UTM  17      - 3,928,423.227   456,480.357   MT  0.99962334   -0 16 43.1
 FA4890
 FA4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4890!SPC NC       -   0.99995515  x   0.99988183  =   0.99983699
 FA4890!UTM  17      -   0.99995515  x   0.99962334  =   0.99957851
 FA4890
 FA4890                          SUPERSEDED SURVEY CONTROL
 FA4890
 FA4890  NAD 83(1986)-  35 29 54.29609(N)    081 28 47.44332(W) AD(       ) 2
 FA4890  NGVD 29 (09/01/92)  317.8    (m)         1043.     (f) VERT ANG    3  
 FA4890
 FA4890.Superseded values are not recommended for survey control.
 FA4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4890.See file dsdata.txt to determine how the superseded data were derived.
 FA4890
 FA4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5648028423(NAD 83)
 FA4890_MARKER: DD = SURVEY DISK
 FA4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4890_SP_SET: CONCRETE POST
 FA4890_STAMPING: BOSTON 1985
 FA4890_MARK LOGO: NCGS  
 FA4890_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4890+STABILITY: SURFACE MOTION
 FA4890
 FA4890  HISTORY     - Date     Condition        Report By
 FA4890  HISTORY     - 1985     MONUMENTED       NCGS
 FA4890  HISTORY     - 19960316 GOOD             USPSQD
 FA4890  HISTORY     - 19990313 GOOD             USPSQD
 FA4890
 FA4890                          STATION DESCRIPTION
 FA4890
 FA4890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4890'STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTH OF FALLSTON.
 FA4890'PROCEED ALONG NC 27 FOR 3.55 KM (2.21 MI) SOUTHEAST FROM NC 18 TO SR
 FA4890'1139, THENCE SOUTH ALONG SR 1139 FOR 2.2 KM (1.4 MI) TO SR 1135, AND
 FA4890'THE STATION, IN THE SHOULDER.
 FA4890'MARK IS RECESSED 3 INCHES BELOW GROUND AND IS 1 FOOT LOWER THAN SR
 FA4890'1135.  LOCATED 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF SR 1135,
 FA4890'15.7 M (51.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1139, 5.6 M
 FA4890'(18.4 FT) NORTH OF A FENCE LINE--AND 28.7 M (94.2 FT) NORTH OF A
 FA4890'POWER POLE (23), 27.0 M (88.6 FT) WEST OF A 6-INCH PINE--BOTH WITH
 FA4890'REFERENCE TAGS.
 FA4890
 FA4890                          STATION RECOVERY (1996)
 FA4890
 FA4890'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA4890'RECOVERED IN GOOD CONDITION.
 FA4890
 FA4890                          STATION RECOVERY (1999)
 FA4890
 FA4890'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA4890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6157 ***********************************************************************
 AJ6157  DESIGNATION -  BOSTON
 AJ6157  PID         -  AJ6157
 AJ6157  STATE/COUNTY-  NC/CLEVELAND
 AJ6157  USGS QUAD   -  BOILING SPRINGS NORTH (1982)
 AJ6157
 AJ6157                         *CURRENT SURVEY CONTROL
 AJ6157  ___________________________________________________________________
 AJ6157* NAD 83(2007)-  35 15 47.71075(N)    081 43 59.00385(W)     ADJUSTED  
 AJ6157* NAVD 88     -       263.6    (meters)     865.     (feet)  GPS OBS   
 AJ6157  ___________________________________________________________________
 AJ6157  EPOCH DATE  -        2002.00
 AJ6157  X           -     749,668.988 (meters)                     COMP
 AJ6157  Y           -  -5,159,632.094 (meters)                     COMP
 AJ6157  Z           -   3,661,886.356 (meters)                     COMP
 AJ6157  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AJ6157  ELLIP HEIGHT-         231.757 (meters)          (02/10/07) ADJUSTED
 AJ6157  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AJ6157
 AJ6157  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6157  Type    PID    Designation                      North   East  Ellip
 AJ6157  -------------------------------------------------------------------
 AJ6157  NETWORK AJ6157 BOSTON                            0.37   0.33   0.88
 AJ6157  -------------------------------------------------------------------
 AJ6157
 AJ6157.The horizontal coordinates were established by GPS observations
 AJ6157.and adjusted by the National Geodetic Survey in February 2007.
 AJ6157
 AJ6157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6157.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6157.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6157.The epoch date for horizontal control is a decimal equivalence
 AJ6157.of Year/Month/Day.
 AJ6157
 AJ6157.The orthometric height was determined by GPS observations and a
 AJ6157.high-resolution geoid model.
 AJ6157
 AJ6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6157
 AJ6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6157
 AJ6157.The ellipsoidal height was determined by GPS observations
 AJ6157.and is referenced to NAD 83.
 AJ6157
 AJ6157.The geoid height was determined by GEOID03.
 AJ6157
 AJ6157;                    North         East     Units Scale Factor Converg.
 AJ6157;SPC NC       -   171,287.886   360,970.276   MT  0.99987261   -1 34 38.8
 AJ6157;SPC NC       -   561,967.01  1,184,283.31   sFT  0.99987261   -1 34 38.8
 AJ6157;UTM  17      - 3,902,483.724   433,321.703   MT  0.99965479   -0 25 23.6
 AJ6157
 AJ6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6157!SPC NC       -   0.99996362  x   0.99987261  =   0.99983624
 AJ6157!UTM  17      -   0.99996362  x   0.99965479  =   0.99961843
 AJ6157
 AJ6157:                Primary Azimuth Mark                     Grid Az
 AJ6157:SPC NC       -  GOODE                                    298 38 21.0
 AJ6157:UTM  17      -  GOODE                                    297 29 05.8
 AJ6157
 AJ6157|---------------------------------------------------------------------|
 AJ6157| PID    Reference Object                     Distance      Geod. Az  |
 AJ6157|                                                           dddmmss.s |
 AJ6157| AJ6159 GOODE                               471.927 METERS 2970342.2 |
 AJ6157|---------------------------------------------------------------------|
 AJ6157
 AJ6157                          SUPERSEDED SURVEY CONTROL
 AJ6157
 AJ6157  NAD 83(2001)-  35 15 47.71085(N)    081 43 59.00397(W) AD(       ) 1
 AJ6157  ELLIP H (03/13/03)  231.765  (m)                       GP(       ) 4 2
 AJ6157  NAD 83(1986)-  35 15 47.72422(N)    081 43 59.00621(W) AD(       ) 1
 AJ6157
 AJ6157.Superseded values are not recommended for survey control.
 AJ6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6157.See file dsdata.txt to determine how the superseded data were derived.
 AJ6157
 AJ6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3332202484(NAD 83)
 AJ6157_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6157_STAMPING: BOSTON 1996
 AJ6157_MARK LOGO: NCGS  
 AJ6157_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6157+STABILITY: SURFACE MOTION
 AJ6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6157+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ6157
 AJ6157  HISTORY     - Date     Condition        Report By
 AJ6157  HISTORY     - 1996     MONUMENTED       NCGS
 AJ6157
 AJ6157                          STATION DESCRIPTION
 AJ6157
 AJ6157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AJ6157'STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST-NORTHWEST OF BOILING
 AJ6157'SPRINGS AND 3.1 MI (5.0 KM) SOUTHWEST OF MOORESBORO.
 AJ6157'ALONG SR 1003 FOR 2.4 MI (3.9 KM) WEST FROM NC HIGHWAY 150, IN BOILING
 AJ6157'SPRINGS, THENCE NORTHWEST FOR 1.75 MI (2.82 KM) ALONG SR 1184
 AJ6157'(MCKINNEY ROAD) TO THE STATION ON THE SOUTHWEST SIDE OF THE ROAD.
 AJ6157'MARK IS ABOUT LEVEL WITH SR 1184 AND RECESSED 1 INCH BELOW THE GROUND.
 AJ6157'LOCATED 15.5 FT (4.7 M) SOUTHWEST OF THE CENTERLINE OF SR 1184, 112.6
 AJ6157'FT (34.3 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE 1-STORY
 AJ6157'BRICK HOUSE, 209.5 FT (63.9 M) NORTHWEST OF THE DOUBLE PEDESTALS, 16.0
 AJ6157'FT (4.9 M) NORTH OF METAL FENCE CORNER POST AND 78.6 FT (24.0 M)
 AJ6157'SOUTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2759 ***********************************************************************
 FA2759  DESIGNATION -  BOSTWALT
 FA2759  PID         -  FA2759
 FA2759  STATE/COUNTY-  NC/IREDELL
 FA2759  USGS QUAD   -  LAKE NORMAN NORTH (1993)
 FA2759
 FA2759                         *CURRENT SURVEY CONTROL
 FA2759  ___________________________________________________________________
 FA2759* NAD 83(2007)-  35 34 16.91158(N)    080 54 29.33161(W)     ADJUSTED  
 FA2759* NAVD 88     -       263.4    (meters)     864.     (feet)  VERTCON   
 FA2759  ___________________________________________________________________
 FA2759  EPOCH DATE  -        2002.00
 FA2759  X           -     820,743.355 (meters)                     COMP
 FA2759  Y           -  -5,128,742.027 (meters)                     COMP
 FA2759  Z           -   3,689,746.140 (meters)                     COMP
 FA2759  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 FA2759  ELLIP HEIGHT-         231.968 (meters)          (02/10/07) ADJUSTED
 FA2759  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 FA2759
 FA2759  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2759  Type    PID    Designation                      North   East  Ellip
 FA2759  -------------------------------------------------------------------
 FA2759  NETWORK FA2759 BOSTWALT                          0.69   0.49   1.00
 FA2759  -------------------------------------------------------------------
 FA2759
 FA2759.The horizontal coordinates were established by GPS observations
 FA2759.and adjusted by the National Geodetic Survey in February 2007.
 FA2759
 FA2759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2759.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2759.The horizontal coordinates are valid at the epoch date displayed above.
 FA2759.The epoch date for horizontal control is a decimal equivalence
 FA2759.of Year/Month/Day.
 FA2759
 FA2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2759
 FA2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2759
 FA2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2759
 FA2759.The ellipsoidal height was determined by GPS observations
 FA2759.and is referenced to NAD 83.
 FA2759
 FA2759.The geoid height was determined by GEOID03.
 FA2759
 FA2759;                    North         East     Units Scale Factor Converg.
 FA2759;SPC NC       -   203,707.491   436,659.410   MT  0.99988810   -1 06 04.8
 FA2759;SPC NC       -   668,330.33  1,432,606.75   sFT  0.99988810   -1 06 04.8
 FA2759;UTM  17      - 3,936,412.072   508,322.999   MT  0.99960085   +0 03 12.4
 FA2759
 FA2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2759!SPC NC       -   0.99996359  x   0.99988810  =   0.99985170
 FA2759!UTM  17      -   0.99996359  x   0.99960085  =   0.99956446
 FA2759
 FA2759|---------------------------------------------------------------------|
 FA2759| PID    Reference Object                     Distance      Geod. Az  |
 FA2759|                                                           dddmmss.s |
 FA2759| FA4140 BOSTWALT RM 1                         2.453 METERS 08804     |
 FA2759| FA4139 BOSTWALT AZ MK                                     1222440.5 |
 FA2759| FA4141 BOSTWALT RM 2                         2.597 METERS 20314     |
 FA2759|---------------------------------------------------------------------|
 FA2759
 FA2759                          SUPERSEDED SURVEY CONTROL
 FA2759
 FA2759  NAD 83(2001)-  35 34 16.91191(N)    080 54 29.33161(W) AD(       ) 1
 FA2759  ELLIP H (03/13/03)  231.979  (m)                       GP(       ) 4 2
 FA2759  NAD 83(1986)-  35 34 16.92352(N)    080 54 29.33674(W) AD(       ) 1
 FA2759  NAD 83(1986)-  35 34 16.92352(N)    080 54 29.33673(W) AD(       ) 2
 FA2759  NAD 27      -  35 34 16.43700(N)    080 54 30.08900(W) AD(       ) 2
 FA2759  NGVD 29 (04/01/97)  263.7    (m)          865.     (f) GPS OBS     3  
 FA2759
 FA2759.Superseded values are not recommended for survey control.
 FA2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2759.See file dsdata.txt to determine how the superseded data were derived.
 FA2759
 FA2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0832336412(NAD 83)
 FA2759_MARKER: DS = TRIANGULATION STATION DISK
 FA2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2759_STAMPING: BOSTWALT 1948
 FA2759_MARK LOGO: CGS   
 FA2759_PROJECTION: FLUSH
 FA2759_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2759+STABILITY: SURFACE MOTION
 FA2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2759+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 FA2759
 FA2759  HISTORY     - Date     Condition        Report By
 FA2759  HISTORY     - 1948     MONUMENTED       CGS
 FA2759  HISTORY     - 1965     GOOD             CGS
 FA2759  HISTORY     - 1974     GOOD             NCGS
 FA2759  HISTORY     - 19860101 GOOD             NCGS
 FA2759  HISTORY     - 19921022 GOOD             NCGS
 FA2759  HISTORY     - 20000325 GOOD             USPSQD
 FA2759
 FA2759                          STATION DESCRIPTION
 FA2759
 FA2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2759'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF MOORESVILLE AND
 FA2759'ABOUT 3 MILES NORTHWEST OF MT. MOURNE.  IT IS 81 FEET WEST OF A
 FA2759'WITNESS POST, 37 FEET NORTH OF NORTH SIDE OF A BARN AND 34 FEET
 FA2759'SOUTHWEST OF CENTER OF DIRT ROAD.  THE MARK IS FLUSH WITH THE
 FA2759'GROUND AND THE DISK IS STAMPED BOSTWALT 1948.
 FA2759'
 FA2759'REFERENCE MARK NO. 1 IS 80.48 FEET EAST OF THE STATION.  IT IS
 FA2759'21 FEET NORTHEAST OF CENTER OF DIRT ROAD, 1 FOOT SOUTHWEST OF
 FA2759'SOUTHWEST CORNER OF A SHED AND 1 FOOT SOUTH OF WHITE WITNESS
 FA2759'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FA2759'BOSTWALT NO 1 1948.
 FA2759'
 FA2759'REFERENCE MARK NO. 2 IS 85.21 FEET SOUTHWEST OF THE STATION.  IT
 FA2759'IS 27 FEET WEST OF THE WEST END OF A BARN.  THE MARK IS FLUSH
 FA2759'WITH THE GROUND AND THE DISK IS STAMPED BOSTWALT NO 2 1948.
 FA2759'
 FA2759'AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION.  IT IS 54
 FA2759'FEET SOUTH OF CENTER OF A PAVED ROAD, 19 FEET WEST OF CENTER OF
 FA2759'A DRIVEWAY AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK
 FA2759'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BOSTWALT 1948.
 FA2759'
 FA2759'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND
 FA2759'STATE HIGHWAY 150 IN MOORESVILLE, GO WEST ON HIGHWAY 150 FOR 3.3
 FA2759'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 FA2759'0.9 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON A PAVED ROAD
 FA2759'FOR 1.9 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE
 FA2759'WEST ON PAVED ROAD FOR 0.2 MILE TO A T ROAD RIGHT, TURN RIGHT
 FA2759'AND GO NORTHEAST ON A DIRT ROAD FOR 0.1 MILE TO A T ROAD LEFT,
 FA2759'TURN LEFT AND GO NORTHWEST ON A DIRT ROAD FOR 0.1 MILE TO
 FA2759'STATION ON LEFT AS DESCRIBED.
 FA2759'
 FA2759'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA2759
 FA2759                          STATION RECOVERY (1965)
 FA2759
 FA2759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2759'ALL MARKS WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED EXCEPT
 FA2759'THE BARN AND SHED ARE GONE AND THE WITNESS POST WAS REMOVED
 FA2759'FROM THE LAWN.
 FA2759'
 FA2759'AZIMUTH MARK IS ALSO 1 FOOT NORTH OF A TRANSMISSION POLE WITH
 FA2759'TRANSFORMER.
 FA2759
 FA2759                          STATION RECOVERY (1974)
 FA2759
 FA2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2759'BOSTWALT 1948 GOOD
 FA2759'
 FA2759'BOSTWALT NO. 1 148 GOOD (SEE ATTACHED CARD)
 FA2759'
 FA2759'BOSTWALT NO. 2 1948 UNABLE TO LOCATE (SEE ATTACHED CARD)
 FA2759'
 FA2759'BOSTWALT (AZ. MARK) 1948 GOOD
 FA2759'
 FA2759'STATION BOSTWALT IS
 FA2759'
 FA2759'33.5 FT SW OF C/L OF DIRT RD
 FA2759'
 FA2759'32.4 FT E OF 14 INCH WALNUT TREE WITH ALUMINUM REF. TAG
 FA2759'
 FA2759'RM 1 IS
 FA2759'
 FA2759'22.3 FT. NE OF C/L OF DIRT ROAD
 FA2759'
 FA2759'10.3 FT SSW OF S CORNER OF OLD BARN
 FA2759'
 FA2759'89.6 FT W OF W CORNER OF THE BOSTWALT HOME
 FA2759'
 FA2759'RM 2 COULD NOT BE LOCATED WITHOUT A TRANSIT, THE AREA WAS PROBED.
 FA2759
 FA2759                          STATION RECOVERY (1986)
 FA2759
 FA2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FA2759'STATION, RM 1, AND RM 2, WERE FOUND IN GOOD CONDITION. THE AZIMUTH
 FA2759'MARK WAS SEARCHED FOR BUT NOT FOUND.  DUE TO CHANGES IN THE AREA, A
 FA2759'NEW DESCRIPTION WAS WRITTEN. STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 FA2759'WEST OF MOORESVILLE, AND 7.2 KM (4.5 MI) EAST-SOUTHEAST OF TERRELL.
 FA2759'PROCEED ALONG NC 150 FOR 0.8 KM (0.5 MI) WEST FROM THE I 77 OVERPASS,
 FA2759'THENCE ALONG SR 1109 (WILLIAMSON RD) FOR 1.5 KM (0.9 MI) SOUTH, THENCE
 FA2759'ALONG SR 1100 (BRAWLEY SCHOOL RD) FOR 3.5 KM (2.2 MI) WEST, THENCE
 FA2759'ALONG SR 1178 (BLUME RD) FOR 0.2 KM (0.1 MI) NORTH, THENCE WEST ALONG
 FA2759'A DIRT DRIVEWAY FOR 0.2 KM (0.1 MI) TO A TWO STORY FRAME HOUSE, AND
 FA2759'THE STATION IN THE ORCHARD. STATION IS A STANDARD CGS TRIANGULATION
 FA2759'DISK SET IN THE TOP OF A CONCRETE MONUMENT.  MARK IS FLUSH WITH
 FA2759'GROUND.  LOCATED 0.61 M (2.00 FT) NORTH OF A SMALL PEACH--AND 42.37 M
 FA2759'(139.01 FT) WEST-NORTHWEST OF A POWER POLE WITH A NIGHT LIGHT, 52.43 M
 FA2759'(172.01 FT) SOUTH-SOUTHEAST OF A FENCE BRACE POST, 15.85 M (52.00 FT)
 FA2759'SOUTHWEST OF A FENCE POST--ALL THREE WITH REFERENCE TAGS. REFERENCE
 FA2759'MARK NO 1 IS RECESSED 2 INCHES BELOW GROUND AND IS A STANDARD CGS
 FA2759'REFERENCE MARK DISK.  LOCATED 6.70 M (21.98 FT) NORTHEAST OF THE
 FA2759'CENTERLINE OF THE DIRT DRIVEWAY, 3.14 M (10.30 FT) SOUTH-SOUTHWEST OF
 FA2759'THE SOUTH CORNER OF AN OLD BARN, 27.31 M (89.60 FT) WEST OF THE WEST
 FA2759'CORNER OF A TWO STORY FRAME HOUSE, AND 16.61 M (54.49 FT) SOUTHEAST OF
 FA2759'A CORNER FENCE POST WITH A REFERENCE TAG. REFERENCE MARK 2 IS FLUSH
 FA2759'WITH GROUND AND IS A STANDARD CGS REFERENCE MARK DISK.  LOCATED 35.02
 FA2759'M (114.89 FT) SOUTHWEST OF THE CENTERLINE OF THE DIRT DRIVEWAY--AND
 FA2759'49.91 M (163.75 FT) WEST OF A POWER POLE WITH A TRANSFORMER AND A
 FA2759'NIGHT LIGHT, 41.0 M (134.5 FT) SOUTH-SOUTHWEST OF A FENCE POST, 69.56
 FA2759'M (228.21 FT) SOUTH OF A FENCE POST--ALL THREE WITH REFERENCE TAGS.
 FA2759'AZIMUTH MARK WAS NOT RECOVERED.
 FA2759
 FA2759                          STATION RECOVERY (1992)
 FA2759
 FA2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA2759'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 FA2759'REFERENCE MARK 2 WAS NOT FOUND. MARK IS NOW ON PROPERTY OWNED BY MR.
 FA2759'JERRY WAUGH, PHONE (704) 664-4968.
 FA2759
 FA2759                          STATION RECOVERY (2000)
 FA2759
 FA2759'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA2759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2851 ***********************************************************************
 FZ2851  DESIGNATION -  BOTT
 FZ2851  PID         -  FZ2851
 FZ2851  STATE/COUNTY-  NC/YADKIN
 FZ2851  USGS QUAD   -  LONE HICKORY (1966)
 FZ2851
 FZ2851                         *CURRENT SURVEY CONTROL
 FZ2851  ___________________________________________________________________
 FZ2851* NAD 83(2007)-  36 03 53.22899(N)    080 43 32.61055(W)     ADJUSTED  
 FZ2851* NAVD 88     -       318.5    (meters)    1045.     (feet)  VERTCON   
 FZ2851  ___________________________________________________________________
 FZ2851  EPOCH DATE  -        2002.00
 FZ2851  X           -     831,911.741 (meters)                     COMP
 FZ2851  Y           -  -5,094,523.949 (meters)                     COMP
 FZ2851  Z           -   3,734,172.923 (meters)                     COMP
 FZ2851  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 FZ2851  ELLIP HEIGHT-         285.255 (meters)          (02/10/07) ADJUSTED
 FZ2851  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FZ2851
 FZ2851  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2851  Type    PID    Designation                      North   East  Ellip
 FZ2851  -------------------------------------------------------------------
 FZ2851  NETWORK FZ2851 BOTT                              5.29   2.94  10.66
 FZ2851  -------------------------------------------------------------------
 FZ2851
 FZ2851.The horizontal coordinates were established by GPS observations
 FZ2851.and adjusted by the National Geodetic Survey in February 2007.
 FZ2851
 FZ2851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2851.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2851.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2851.The epoch date for horizontal control is a decimal equivalence
 FZ2851.of Year/Month/Day.
 FZ2851
 FZ2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2851
 FZ2851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2851
 FZ2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2851
 FZ2851.The ellipsoidal height was determined by GPS observations
 FZ2851.and is referenced to NAD 83.
 FZ2851
 FZ2851.The geoid height was determined by GEOID03.
 FZ2851
 FZ2851;                    North         East     Units Scale Factor Converg.
 FZ2851;SPC NC       -   258,140.363   454,142.845   MT  0.99997316   -0 59 45.7
 FZ2851;SPC NC       -   846,915.51  1,489,966.98   sFT  0.99997316   -0 59 45.7
 FZ2851;UTM  17      - 3,991,168.991   524,699.535   MT  0.99960752   +0 09 41.3
 FZ2851
 FZ2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2851!SPC NC       -   0.99995523  x   0.99997316  =   0.99992839
 FZ2851!UTM  17      -   0.99995523  x   0.99960752  =   0.99956277
 FZ2851
 FZ2851                          SUPERSEDED SURVEY CONTROL
 FZ2851
 FZ2851  NAD 83(2001)-  36 03 53.22894(N)    080 43 32.61006(W) AD(       ) 1
 FZ2851  ELLIP H (03/27/03)  285.272  (m)                       GP(       ) 4 2
 FZ2851  NAD 83(1986)-  36 03 53.23758(N)    080 43 32.61947(W) AD(       ) 1
 FZ2851  NAD 83(1993)-  36 03 53.23586(N)    080 43 32.61973(W) AD(       ) 2
 FZ2851  NAD 83(1986)-  36 03 53.23608(N)    080 43 32.61645(W) AD(       ) 2
 FZ2851  NGVD 29 (05/20/97)  318.6    (m)         1045.     (f) GPS OBS     3  
 FZ2851
 FZ2851.Superseded values are not recommended for survey control.
 FZ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2851.See file dsdata.txt to determine how the superseded data were derived.
 FZ2851
 FZ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2470091169(NAD 83)
 FZ2851_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2851_SP_SET: CONCRETE POST
 FZ2851_STAMPING: BOTT 1990
 FZ2851_MARK LOGO: NCGS  
 FZ2851_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2851+STABILITY: SURFACE MOTION
 FZ2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2851+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ2851
 FZ2851  HISTORY     - Date     Condition        Report By
 FZ2851  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2851
 FZ2851                          STATION DESCRIPTION
 FZ2851
 FZ2851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2851'STATION IS LOCATED APPROXIMATELY 5.0 MI (8.0 KM) SW OF YADKINVILLE,
 FZ2851'0.8 MI (1.3 KM) NW OF LONE HICKORY, AND 3.0 MI (4.8 KM) SE OF
 FZ2851'HAMPTONVILLE.
 FZ2851'ALONG SR 1002 (LONE HICKORY ROAD) FOR 0.48 KM (0.30 MI) WEST FROM THE
 FZ2851'LONE HICKORY FIRE DEPARTMENT TO A LOG CABIN OWNED BY JESSE BOTT, IN
 FZ2851'THE PASTURE BEHIND THE HOUSE AT A FENCE CORNER ABOUT 400 FEET
 FZ2851'NORTHWEST OF THE CABIN.
 FZ2851'MARK IS FLUSH WITH THE GROUND. LOCATED 22.2 M (72.8 FT) WEST OF THE
 FZ2851'CENTER OF A METAL GATE--AND 26.5 M (86.9 FT) SOUTHWEST OF A FENCE
 FZ2851'POST, 2.8 M (9.2 FT) NORTHWEST OF A CORNER FENCE POST, AND 9.0 M
 FZ2851'(29.5 FT) NORTH OF THIRD FENCE POST--BOTH WITH REFERENCE TAGS.
 FZ2851'CALL (919) 725-1530 FOR KEY TO GATE OR CONTACT JIM BOTT AT (919)
 FZ2851'463-5623 AFTER 4 P.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2852 ***********************************************************************
 FZ2852  DESIGNATION -  BOTT AZ MK
 FZ2852  PID         -  FZ2852
 FZ2852  STATE/COUNTY-  NC/YADKIN
 FZ2852  USGS QUAD   -  LONE HICKORY (1966)
 FZ2852
 FZ2852                         *CURRENT SURVEY CONTROL
 FZ2852  ___________________________________________________________________
 FZ2852* NAD 83(2001)-  36 03 45.82532(N)    080 43 43.19587(W)     NO CHECK  
 FZ2852* NAVD 88     -       311.     (meters)    1020.     (feet)  VERTCON   
 FZ2852  ___________________________________________________________________
 FZ2852  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 FZ2852  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 FZ2852  HORZ ORDER  -  SECOND
 FZ2852
 FZ2852.The horizontal coordinates were established by classical geodetic methods
 FZ2852.and adjusted by the National Geodetic Survey in August 2005.
 FZ2852.No horizontal observational check was made to the station.
 FZ2852
 FZ2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2852
 FZ2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2852
 FZ2852.The geoid height was determined by GEOID03.
 FZ2852
 FZ2852;                    North         East     Units Scale Factor Converg.
 FZ2852;SPC NC       -   257,916.814   453,874.021   MT  0.99997265   -0 59 51.8
 FZ2852;SPC NC       -   846,182.08  1,489,085.02   sFT  0.99997265   -0 59 51.8
 FZ2852;UTM  17      - 3,990,940.141   524,435.378   MT  0.99960736   +0 09 35.0
 FZ2852
 FZ2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2852!SPC NC       -   0.99995645  x   0.99997265  =   0.99992910
 FZ2852!UTM  17      -   0.99995645  x   0.99960736  =   0.99956383
 FZ2852
 FZ2852                          SUPERSEDED SURVEY CONTROL
 FZ2852
 FZ2852  NAD 83(1993)-  36 03 45.83230(N)    080 43 43.20546(W) AD(       ) 2
 FZ2852  NAD 83(1986)-  36 03 45.83244(N)    080 43 43.20227(W) AD(       ) 2
 FZ2852  NGVD 29 (06/09/93)  311.     (m)         1020.     (f) VERT ANG    3  
 FZ2852
 FZ2852.Superseded values are not recommended for survey control.
 FZ2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2852.See file dsdata.txt to determine how the superseded data were derived.
 FZ2852
 FZ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2443590940(NAD 83)
 FZ2852_MARKER: DZ = AZIMUTH MARK DISK
 FZ2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2852_SP_SET: CONCRETE POST
 FZ2852_STAMPING: BOTT 1990
 FZ2852_MARK LOGO: NCGS  
 FZ2852_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2852+STABILITY: SURFACE MOTION
 FZ2852
 FZ2852  HISTORY     - Date     Condition        Report By
 FZ2852  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2852
 FZ2852                          STATION DESCRIPTION
 FZ2852
 FZ2852'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2852'STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) SW OF YADKINVILLE
 FZ2852'AND 3.0 MI (4.8 KM) SE OF HAMPTONVILLE.
 FZ2852'ALONG SR 1002 (LONE HICKORY ROAD) FOR 0.95 MI (1.53 KM) EAST FROM US
 FZ2852'21, OR 0.4 MI (0.6 KM) WEST OF SR 1166 (BETHEL CHURCH ROAD), ON THE
 FZ2852'SOUTH SIDE OF THE ROAD.
 FZ2852'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND FLUSH WITH THE GROUND.
 FZ2852'LOCATED 6.1 M (20.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1002,
 FZ2852'58.65 M (192.42 FT) EAST OF THE CENTERLINE OF A DRIVEWAY, 72.15 M
 FZ2852'(236.71 FT) WEST OF THE WEST END OF A DRIVEWAY CULVERT--AND 2.05 M
 FZ2852'(6.73 FT) EAST-NORTHEAST OF A FENCE POST, 2.6 M (8.5 FT) NORTHWEST OF
 FZ2852'ANOTHER FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2376 ***********************************************************************
 FY2376  DESIGNATION -  BOTTOM
 FY2376  PID         -  FY2376
 FY2376  STATE/COUNTY-  NC/PERSON
 FY2376  USGS QUAD   -  OLIVE HILL (1994)
 FY2376
 FY2376                         *CURRENT SURVEY CONTROL
 FY2376  ___________________________________________________________________
 FY2376* NAD 83(2001)-  36 22 57.86141(N)    079 05 03.97795(W)     ADJUSTED  
 FY2376* NAVD 88     -       179.205  (meters)     587.94   (feet)  ADJUSTED  
 FY2376  ___________________________________________________________________
 FY2376  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FY2376  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 FY2376  DYNAMIC HT  -         179.064 (meters)     587.48  (feet)  COMP
 FY2376  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 FY2376
 FY2376  HORZ ORDER  -  SECOND
 FY2376  VERT ORDER  -  FIRST     CLASS II
 FY2376
 FY2376.The horizontal coordinates were established by classical geodetic methods
 FY2376.and adjusted by the National Geodetic Survey in August 2005.
 FY2376
 FY2376.The orthometric height was determined by differential leveling
 FY2376.and adjusted in June 1991.
 FY2376
 FY2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2376
 FY2376.The geoid height was determined by GEOID03.
 FY2376
 FY2376.The dynamic height is computed by dividing the NAVD 88
 FY2376.geopotential number by the normal gravity value computed on the
 FY2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2376.degrees latitude (g = 980.6199 gals.).
 FY2376
 FY2376.The modeled gravity was interpolated from observed gravity values.
 FY2376
 FY2376;                    North         East     Units Scale Factor Converg.
 FY2376;SPC NC       -   292,074.040   602,024.397   MT  1.00006748   -0 02 55.4
 FY2376;SPC NC       -   958,246.25  1,975,141.71   sFT  1.00006748   -0 02 55.4
 FY2376;UTM  17      - 4,028,105.257   671,816.508   MT  0.99996373   +1 08 11.6
 FY2376
 FY2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2376!SPC NC       -   0.99997673  x   1.00006748  =   1.00004421
 FY2376!UTM  17      -   0.99997673  x   0.99996373  =   0.99994046
 FY2376
 FY2376|---------------------------------------------------------------------|
 FY2376| PID    Reference Object                     Distance      Geod. Az  |
 FY2376|                                                           dddmmss.s |
 FY2376| FY2377 FARM                                320.975 METERS 12954     |
 FY2376| FY2375 STORE                               390.546 METERS 27601     |
 FY2376|---------------------------------------------------------------------|
 FY2376
 FY2376                          SUPERSEDED SURVEY CONTROL
 FY2376
 FY2376  NAD 83(1993)-  36 22 57.86205(N)    079 05 03.98026(W) AD(       ) 2
 FY2376  NAD 83(1986)-  36 22 57.86478(N)    079 05 03.98487(W) AD(       ) 2
 FY2376  NAD 27      -  36 22 57.35131(N)    079 05 04.93270(W) AD(       ) 2
 FY2376  NGVD 29 (03/05/92)  179.451  (m)          588.75   (f) ADJUSTED    1 2
 FY2376
 FY2376.Superseded values are not recommended for survey control.
 FY2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2376.See file dsdata.txt to determine how the superseded data were derived.
 FY2376
 FY2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7181728105(NAD 83)
 FY2376_MARKER: DE = TRAVERSE STATION DISK
 FY2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2376_SP_SET: CONCRETE POST
 FY2376_STAMPING: BOTTOM 1976
 FY2376_MARK LOGO: NCGS  
 FY2376_PROJECTION: FLUSH
 FY2376_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2376+STABILITY: SURFACE MOTION
 FY2376
 FY2376  HISTORY     - Date     Condition        Report By
 FY2376  HISTORY     - 1976     MONUMENTED       NCGS
 FY2376  HISTORY     - 1982     GOOD             NCGS
 FY2376  HISTORY     - 1985     GOOD             USPSQD
 FY2376
 FY2376                          STATION DESCRIPTION
 FY2376
 FY2376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2376'THE STATION IS LOCATED APPROXIMATELY 4.3 MILES EAST OF LEASBURG AND
 FY2376'5.6 MILES WEST OF ROXBORO.
 FY2376'
 FY2376'TO REACH THE STATION ALONG US 158 FROM THE CASWELL/PERSON COUNTY LINE,
 FY2376'PROCEED EASTERLY ALONG US 158 FOR 3.7 MILES TO STATION ON THE LEFT AND
 FY2376'0.15 MILE EAST OF THE T INTERSECTION WITH SR 1305 (NORTH).
 FY2376'
 FY2376'STATION MARK IS A STANDARD DISK STAMPED---BOTTOM 1976---SET IN THE TOP
 FY2376'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY2376'MARK IS 63.8 FEET NORTH-NORTHEAST OF THE CENTERLINE OF US 158, 24.6
 FY2376'FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG, 109.0 FEET NORTH OF
 FY2376'TELEPHONE PEDESTAL, 6.5 FEET SOUTH OF AN 8 INCH PINE WITH REFERENCE
 FY2376'TAG, 10.5 FEET SOUTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG, AND
 FY2376'43.2 FEET EAST-SOUTHEAST OF AN 8 INCH GUM WITH REFERENCE TAG.
 FY2376
 FY2376                          STATION RECOVERY (1982)
 FY2376
 FY2376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2376'4.3 MI EAST FROM LEASBURG.
 FY2376'ALONG US 158, 3.7 MILES EAST OF CASWELL-PERSON COUNTY LINE, AND 0.15
 FY2376'MILE EAST OF THE T INTERSECTION WITH SR 1305 (NORTH), 63.8 FEET
 FY2376'NORTH-NORTHEAST OF CENTERLINE OF US 158, 24.6 FEET NORTHWEST OF
 FY2376'POWER POLE WITH REFERENCE TAG, 109.0 FEET NORTH OF TELEPHONE
 FY2376'PEDESTAL, 6.5 FEET SOUTH OF 8 INCH PINE WITH REFERENCE TAG, 10.5
 FY2376'FEET SOUTHWEST OF 8 INCH PINE WITH REFERENCE TAG AND 43.2 FEET
 FY2376'EAST-SOUTHEAST OF 8 INCH GUM WITH REFERENCE TAG.
 FY2376'THE MARK IS 8 FT BELOW HIGHWAY.
 FY2376
 FY2376                          STATION RECOVERY (1985)
 FY2376
 FY2376'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1867 ***********************************************************************
 EZ1867  DESIGNATION -  BOTTOM
 EZ1867  PID         -  EZ1867
 EZ1867  STATE/COUNTY-  NC/NASH
 EZ1867  USGS QUAD   -  MIDDLESEX (1978)
 EZ1867
 EZ1867                         *CURRENT SURVEY CONTROL
 EZ1867  ___________________________________________________________________
 EZ1867* NAD 83(2001)-  35 46 45.62508(N)    078 09 59.86156(W)     ADJUSTED  
 EZ1867* NAVD 88     -        50.589  (meters)     165.97   (feet)  ADJUSTED  
 EZ1867  ___________________________________________________________________
 EZ1867  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 EZ1867  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EZ1867  DYNAMIC HT  -          50.545 (meters)     165.83  (feet)  COMP
 EZ1867  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 EZ1867
 EZ1867  HORZ ORDER  -  SECOND
 EZ1867  VERT ORDER  -  SECOND    CLASS I
 EZ1867
 EZ1867.The horizontal coordinates were established by classical geodetic methods
 EZ1867.and adjusted by the National Geodetic Survey in August 2005.
 EZ1867
 EZ1867.The orthometric height was determined by differential leveling
 EZ1867.and adjusted in June 1991.
 EZ1867
 EZ1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1867
 EZ1867.The geoid height was determined by GEOID03.
 EZ1867
 EZ1867.The dynamic height is computed by dividing the NAVD 88
 EZ1867.geopotential number by the normal gravity value computed on the
 EZ1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1867.degrees latitude (g = 980.6199 gals.).
 EZ1867
 EZ1867.The modeled gravity was interpolated from observed gravity values.
 EZ1867
 EZ1867;                    North         East     Units Scale Factor Converg.
 EZ1867;SPC NC       -   225,434.821   684,942.561   MT  0.99991489   +0 28 51.6
 EZ1867;SPC NC       -   739,614.08  2,247,182.39   sFT  0.99991489   +0 28 51.6
 EZ1867;UTM  17      - 3,963,178.663   756,107.856   MT  1.00040832   +1 39 26.9
 EZ1867
 EZ1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1867!SPC NC       -   0.99999745  x   0.99991489  =   0.99991234
 EZ1867!UTM  17      -   0.99999745  x   1.00040832  =   1.00040577
 EZ1867
 EZ1867:                Primary Azimuth Mark                     Grid Az
 EZ1867:SPC NC       -  TURKEY                                   093 50 04.6
 EZ1867:UTM  17      -  TURKEY                                   092 39 29.3
 EZ1867
 EZ1867|---------------------------------------------------------------------|
 EZ1867| PID    Reference Object                     Distance      Geod. Az  |
 EZ1867|                                                           dddmmss.s |
 EZ1867| EZ1869 TURKEY                              APPROX. 1.0 KM 0941856.2 |
 EZ1867| EZ1866 TOP                                 296.232 METERS 29439     |
 EZ1867|---------------------------------------------------------------------|
 EZ1867
 EZ1867                          SUPERSEDED SURVEY CONTROL
 EZ1867
 EZ1867  NAD 83(1986)-  35 46 45.63280(N)    078 09 59.87250(W) AD(       ) 2
 EZ1867  NAD 27      -  35 46 45.07005(N)    078 10 00.89287(W) AD(       ) 2
 EZ1867  NGVD 29 (??/??/92)   50.892  (m)          166.97   (f) ADJ UNCH    2 1
 EZ1867
 EZ1867.Superseded values are not recommended for survey control.
 EZ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1867.See file dsdata.txt to determine how the superseded data were derived.
 EZ1867
 EZ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5610863179(NAD 83)
 EZ1867_MARKER: DE = TRAVERSE STATION DISK
 EZ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1867_SP_SET: CONCRETE POST
 EZ1867_STAMPING: BOTTOM 1972
 EZ1867_MARK LOGO: NCGS  
 EZ1867_PROJECTION: FLUSH
 EZ1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1867+STABILITY: SURFACE MOTION
 EZ1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1867+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2006
 EZ1867
 EZ1867  HISTORY     - Date     Condition        Report By
 EZ1867  HISTORY     - 1972     MONUMENTED       NCGS
 EZ1867  HISTORY     - 1978     GOOD             NCGS
 EZ1867  HISTORY     - 20061220 GOOD             USPSQD
 EZ1867
 EZ1867                          STATION DESCRIPTION
 EZ1867
 EZ1867'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ1867'BOTTOM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1867'VICINITY OF MIDDLESEX, NORTH CAROLINA.
 EZ1867'
 EZ1867'BOTTOM IS LOCATED APPROXIMATELY 2.2 MILES ESE OF MIDDLESEX AND 2.9
 EZ1867'MILES WEST OF BAILEY.  TO REACH STATION FROM THE INTERSECTION OF US
 EZ1867'264 (FINCH AVE.) AND NC 231 (NASH ST.) IN MIDDLESEX, PROCEED EAST
 EZ1867'ALONG US 264 FOR 2.25 MILES TO STATION ON RIGHT IN CURVE, 0.4 MILE
 EZ1867'WEST OF US 264 BRIDGE OVER TURKEY CREEK, APPROXIMATELY 100 FEET
 EZ1867'SOUTHWEST OF A LONE OAK ON NORTH SIDE OF ROAD, AND APPROXIMATELY
 EZ1867'75 FEET SOUTHEAST OF A LONE PINE ON NORTH SIDE OF ROAD.
 EZ1867'
 EZ1867'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOTTOM
 EZ1867'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ1867'FLUSH WITH THE GROUND.
 EZ1867'
 EZ1867'MARK IS
 EZ1867'36.3 FEET SSW OF C/L OF US 264.
 EZ1867'15.8 FEET NNE OF 4X4 SIGNPOST WITH ALUMINUM REF. TAG.
 EZ1867'105.0 FEET S OF 26 INCH PINE ON N SIDE OF HIGHWAY WITH ALUMINUM
 EZ1867'REF. TAG.
 EZ1867'83.8 FEET NW OF EASTERNEMOST 4X4 SIGNPOST WITH ALUMINUM REF. TAG
 EZ1867'(TASTEE FREEZE) WEST OF PP 31.
 EZ1867
 EZ1867                          STATION RECOVERY (1978)
 EZ1867
 EZ1867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1867'2.2 MI ESE FROM MIDDLESEX.
 EZ1867'TO REACH STATION FROM THE INTERSECTION OF OLD US 264 FINCH AVE. AND
 EZ1867'NC 231 NASH ST. IN MIDDLESEX, PROCEED EAST ALONG OLD US 264 FOR 2.25
 EZ1867'MILES TO STATION ON RIGHT IN CURVE, 0.4 MILE WEST OF BRIDGE OVER
 EZ1867'TRUKEY CREEK, APPROXIMATELY 100 FT. SOUTHWEST OF LONE OAK ON NORTH
 EZ1867'SIDE OF ROAD, AND APPROXIMATELY 75 FT. SOUTHEAST OF A LONE PINE ON
 EZ1867'NORTH SIDE OF ROAD, 36.3 FT. SOUTH SOUTHWEST OF CENTERLINE OF OLD US
 EZ1867'264, 105.0 FT. SOUTH OF 26 INCH PINE ON NORTH SIDE OF HIGHWAY WITH
 EZ1867'ALUMINUM TAG, 83.8 FT. NORTHWEST OF EASTERNMOST 4 BY 4 SIGN POST WITH
 EZ1867'ALUMINUM TAG TASTEE FREEZE WEST OF POWER POLE NUMBER 31, 140.0 FT.
 EZ1867'WEST SOUTHWEST OF 14 INCH WHITE OAK WITH ALUMINUM TAG AND 40.8 FT.
 EZ1867'NORTHEAST OF 18 INCH PINE WTIH ALUMINUM TAG.
 EZ1867
 EZ1867                          STATION RECOVERY (2006)
 EZ1867
 EZ1867'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EZ1867'THE TASTEE FREEZE SIGN IS GONE. MARK IS APPROXIMATELY 6 FEET NORTH OF
 EZ1867'A SENSITIVE HABITAT SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2221 ***********************************************************************
 FY2221  DESIGNATION -  BOTTOM
 FY2221  PID         -  FY2221
 FY2221  STATE/COUNTY-  NC/ORANGE
 FY2221  USGS QUAD   -  CALDWELL (1968)
 FY2221
 FY2221                         *CURRENT SURVEY CONTROL
 FY2221  ___________________________________________________________________
 FY2221* NAD 83(2001)-  36 08 18.26131(N)    079 04 20.09214(W)     ADJUSTED  
 FY2221* NAVD 88     -       181.294  (meters)     594.80   (feet)  ADJUSTED  
 FY2221  ___________________________________________________________________
 FY2221  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FY2221  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 FY2221  DYNAMIC HT  -         181.150 (meters)     594.32  (feet)  COMP
 FY2221  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 FY2221
 FY2221  HORZ ORDER  -  SECOND
 FY2221  VERT ORDER  -  SECOND    CLASS II
 FY2221
 FY2221.The horizontal coordinates were established by classical geodetic methods
 FY2221.and adjusted by the National Geodetic Survey in August 2005.
 FY2221
 FY2221.The orthometric height was determined by differential leveling
 FY2221.and adjusted in June 1991.
 FY2221
 FY2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2221
 FY2221.The geoid height was determined by GEOID03.
 FY2221
 FY2221.The dynamic height is computed by dividing the NAVD 88
 FY2221.geopotential number by the normal gravity value computed on the
 FY2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2221.degrees latitude (g = 980.6199 gals.).
 FY2221
 FY2221.The modeled gravity was interpolated from observed gravity values.
 FY2221
 FY2221;                    North         East     Units Scale Factor Converg.
 FY2221;SPC NC       -   264,960.248   603,098.543   MT  0.99999224   -0 02 30.1
 FY2221;SPC NC       -   869,290.41  1,978,665.80   sFT  0.99999224   -0 02 30.1
 FY2221;UTM  17      - 4,001,021.050   673,449.672   MT  0.99997070   +1 08 13.7
 FY2221
 FY2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2221!SPC NC       -   0.99997634  x   0.99999224  =   0.99996858
 FY2221!UTM  17      -   0.99997634  x   0.99997070  =   0.99994705
 FY2221
 FY2221                          SUPERSEDED SURVEY CONTROL
 FY2221
 FY2221  NAD 83(1993)-  36 08 18.26293(N)    079 04 20.10024(W) AD(       ) 2
 FY2221  NAD 83(1986)-  36 08 18.26313(N)    079 04 20.10217(W) AD(       ) 2
 FY2221  NGVD 29 (03/05/92)  181.533  (m)          595.58   (f) ADJUSTED    2 2
 FY2221
 FY2221.Superseded values are not recommended for survey control.
 FY2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2221.See file dsdata.txt to determine how the superseded data were derived.
 FY2221
 FY2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7345001021(NAD 83)
 FY2221_MARKER: DE = TRAVERSE STATION DISK
 FY2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2221_SP_SET: CONCRETE POST
 FY2221_STAMPING: BOTTOM 1981
 FY2221_MARK LOGO: NCGS  
 FY2221_PROJECTION: RECESSED 5 CENTIMETERS
 FY2221_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2221+STABILITY: SURFACE MOTION
 FY2221
 FY2221  HISTORY     - Date     Condition        Report By
 FY2221  HISTORY     - 1981     MONUMENTED       NCGS
 FY2221  HISTORY     - 1981     GOOD             NCGS
 FY2221  HISTORY     - 1988     GOOD             USPSQD
 FY2221
 FY2221                          STATION DESCRIPTION
 FY2221
 FY2221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FY2221'THE STATION IS LOCATED ABOUT
 FY2221'4.7 MILES NORTH-NORTHEAST OF HILLSBOROUGH AND
 FY2221'5.7M MILES EAST-SOUTHEAST OF CEDAR GROVE.
 FY2221'
 FY2221'ALONG NC 57, 3.8 MILES NORTHEAST OF NC 86 (NORTH OF HILLSBORROUGH)
 FY2221'0.6 MILE NORTHEAST OF SR 1551, IN NORTHWEST SHOULDER OF HIGHWAY.
 FY2221'
 FY2221'THE STATION IS A STANDARD NCGS DISK
 FY2221'STAMPED---BOTTOM 1981--,
 FY2221'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2221'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 FY2221'4.4 METERS (14.4 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY,
 FY2221'32.9 FEET NORTHEAST FROM THE NORTHEAST END OF HEADWALL AND--
 FY2221'20.2 METERS (66.3 FT) EAST FROM A POWER POLE AND
 FY2221'23.2 METERS (76.0 FT) SOUTH-SOUTHEAST FROM A 30 INCH GUM--BOTH WITH
 FY2221'REFERENCE TAGS.
 FY2221'
 FY2221'MARK IS A BENCH MARK.
 FY2221
 FY2221                          STATION RECOVERY (1981)
 FY2221
 FY2221'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2221'4.7 MI NNE FROM HILLSBOROUGH.
 FY2221'ALONG NC 57, 3.85 MILES NORTHEAST OF THE JUNCTION WITH NC 86 NORTH
 FY2221'OF HILLSBOROUGH OR 0.65 MILES NORTHEAST OF JUNCTION WITH SR 1551,
 FY2221'IN NORTHWEST SHOULDER OF HIGHWAY, 14.4 FEET NORTHWEST OF CENTERLINE
 FY2221'OF HIGHWAY, 108.0 FEET NORTHEAST OF NORTHEAST END OF HEADWALL, 66.3
 FY2221'FEET EAST OF POWER POLE WITH REFERENCE TAG AND 76.0 FEET SOUTH
 FY2221'SOUTHEAST OF 30 INCH GUM WITH REFERENCE TAG.
 FY2221
 FY2221                          STATION RECOVERY (1988)
 FY2221
 FY2221'RECOVERY NOTE BY US POWER SQUADRON 1988 (WKB)
 FY2221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1752 ***********************************************************************
 FC1752  DESIGNATION -  BOTTOM
 FC1752  PID         -  FC1752
 FC1752  STATE/COUNTY-  NC/CHEROKEE
 FC1752  USGS QUAD   -  PERSIMMON CREEK (1978)
 FC1752
 FC1752                         *CURRENT SURVEY CONTROL
 FC1752  ___________________________________________________________________
 FC1752* NAD 83(2001)-  35 05 27.80004(N)    084 12 36.29362(W)     ADJUSTED  
 FC1752* NAVD 88     -       520.5    (meters)    1708.     (feet)  VERTCON   
 FC1752  ___________________________________________________________________
 FC1752  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FC1752  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 FC1752  HORZ ORDER  -  SECOND
 FC1752
 FC1752.The horizontal coordinates were established by classical geodetic methods
 FC1752.and adjusted by the National Geodetic Survey in August 2005.
 FC1752
 FC1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1752
 FC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1752
 FC1752.The geoid height was determined by GEOID03.
 FC1752
 FC1752;                    North         East     Units Scale Factor Converg.
 FC1752;SPC NC       -   161,226.163   134,786.616   MT  0.99987650   -3 00 25.6
 FC1752;SPC NC       -   528,956.17    442,212.42   sFT  0.99987650   -3 00 25.6
 FC1752;UTM  16      - 3,886,702.298   754,336.683   MT  1.00039730   +1 36 17.0
 FC1752
 FC1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1752!SPC NC       -   0.99992284  x   0.99987650  =   0.99979935
 FC1752!UTM  16      -   0.99992284  x   1.00039730  =   1.00032011
 FC1752
 FC1752:                Primary Azimuth Mark                     Grid Az
 FC1752:SPC NC       -  INGRAM                                   125 58 44.0
 FC1752:UTM  16      -  INGRAM                                   121 22 01.4
 FC1752
 FC1752|---------------------------------------------------------------------|
 FC1752| PID    Reference Object                     Distance      Geod. Az  |
 FC1752|                                                           dddmmss.s |
 FC1752| FC1750 INGRAM                              APPROX. 0.6 KM 1225818.4 |
 FC1752| FC1753 FRIDAY                              177.849 METERS 32129     |
 FC1752|---------------------------------------------------------------------|
 FC1752
 FC1752                          SUPERSEDED SURVEY CONTROL
 FC1752
 FC1752  NAD 83(1995)-  35 05 27.80030(N)    084 12 36.29316(W) AD(       ) 2
 FC1752  NAD 83(1992)-  35 05 27.80265(N)    084 12 36.29862(W) AD(       ) 2
 FC1752  NAD 83(1986)-  35 05 27.80266(N)    084 12 36.29854(W) AD(       ) 2
 FC1752  NAD 27      -  35 05 27.51440(N)    084 12 36.58763(W) AD(       ) 2
 FC1752  NGVD 29 (07/19/86)  520.5    (m)         1708.     (f) VERT ANG    3  
 FC1752
 FC1752.Superseded values are not recommended for survey control.
 FC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1752.See file dsdata.txt to determine how the superseded data were derived.
 FC1752
 FC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD5433786702(NAD 83)
 FC1752_MARKER: DE = TRAVERSE STATION DISK
 FC1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FC1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FC1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FC1752+STABILITY: SURFACE MOTION
 FC1752
 FC1752  HISTORY     - Date     Condition        Report By
 FC1752  HISTORY     - 1977     MONUMENTED       NCGS
 FC1752
 FC1752                          STATION DESCRIPTION
 FC1752
 FC1752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1752'10.0 MILES WEST OF MURPHY.
 FC1752'
 FC1752'TO REACH THE STATION FROM THE INTERSECTION OF NC 294 AND SR 1311 AT
 FC1752'THE STORE - POST OFFICE COMBINATION AT SUIT, PROCEED NORTHWEST ALONG
 FC1752'NC 294 FOR 1.55 MILES TO THE STATION IN LEFT SHOULDER, 0.35 MILE
 FC1752'NORTHWEST OF SR 1150 INTERSECTION AND 1.25 MILES SOUTHEAST OF THE
 FC1752'HIWASSEE DAM SCHOOL ENTRANCE.
 FC1752'
 FC1752'STATION MARK IS A STANDARD DISK STAMPED---BOTTOM 1977---, SET IN THE
 FC1752'TOP OF A CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 FC1752'SURFACE.  THE MARK IS 14.6 FEET SOUTHWEST OF THE CENTERLINE OF NC
 FC1752'294, 50.5 FEET WEST-SOUTHWEST OF A 36 INCH OAK WITH REFERENCE TAG,
 FC1752'101.2 FEET NORTHWEST OF A 10 INCH WALNUT WITH REFERENCE TAG AND 2.9
 FC1752'FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3400 ***********************************************************************
 FA3400  DESIGNATION -  BOTTOM
 FA3400  PID         -  FA3400
 FA3400  STATE/COUNTY-  NC/BURKE
 FA3400  USGS QUAD   -  MORGANTON NORTH (1993)
 FA3400
 FA3400                         *CURRENT SURVEY CONTROL
 FA3400  ___________________________________________________________________
 FA3400* NAD 83(2007)-  35 52 14.52918(N)    081 43 52.93407(W)     ADJUSTED  
 FA3400* NAVD 88     -       318.0    (meters)    1043.     (feet)  GPS OBS   
 FA3400  ___________________________________________________________________
 FA3400  EPOCH DATE  -        2002.00
 FA3400  X           -     744,189.153 (meters)                     COMP
 FA3400  Y           -  -5,120,857.830 (meters)                     COMP
 FA3400  Z           -   3,716,743.035 (meters)                     COMP
 FA3400  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FA3400  ELLIP HEIGHT-         285.816 (meters)          (02/10/07) ADJUSTED
 FA3400  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA3400
 FA3400  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3400  Type    PID    Designation                      North   East  Ellip
 FA3400  -------------------------------------------------------------------
 FA3400  NETWORK FA3400 BOTTOM                            0.61   0.45   1.00
 FA3400  -------------------------------------------------------------------
 FA3400
 FA3400.The horizontal coordinates were established by GPS observations
 FA3400.and adjusted by the National Geodetic Survey in February 2007.
 FA3400
 FA3400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3400.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3400.The horizontal coordinates are valid at the epoch date displayed above.
 FA3400.The epoch date for horizontal control is a decimal equivalence
 FA3400.of Year/Month/Day.
 FA3400
 FA3400.The orthometric height was determined by GPS observations and a
 FA3400.high-resolution geoid model.
 FA3400
 FA3400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3400
 FA3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3400
 FA3400.The ellipsoidal height was determined by GPS observations
 FA3400.and is referenced to NAD 83.
 FA3400
 FA3400.The geoid height was determined by GEOID03.
 FA3400
 FA3400;                    North         East     Units Scale Factor Converg.
 FA3400;SPC NC       -   238,648.037   362,977.586   MT  0.99993083   -1 34 35.3
 FA3400;SPC NC       -   782,964.43  1,190,868.96   sFT  0.99993083   -1 34 35.3
 FA3400;UTM  17      - 3,969,854.560   433,975.310   MT  0.99965371   -0 25 42.8
 FA3400
 FA3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3400!SPC NC       -   0.99995514  x   0.99993083  =   0.99988598
 FA3400!UTM  17      -   0.99995514  x   0.99965371  =   0.99960887
 FA3400
 FA3400|---------------------------------------------------------------------|
 FA3400| PID    Reference Object                     Distance      Geod. Az  |
 FA3400|                                                           dddmmss.s |
 FA3400| FA3399 PARK                                373.951 METERS 16727     |
 FA3400|---------------------------------------------------------------------|
 FA3400
 FA3400                          SUPERSEDED SURVEY CONTROL
 FA3400
 FA3400  NAD 83(2001)-  35 52 14.52927(N)    081 43 52.93397(W) AD(       ) 1
 FA3400  ELLIP H (03/13/03)  285.833  (m)                       GP(       ) 4 2
 FA3400  NAD 83(1995)-  35 52 14.52921(N)    081 43 52.93370(W) AD(       ) 1
 FA3400  NAD 83(1986)-  35 52 14.53703(N)    081 43 52.93671(W) AD(       ) 1
 FA3400  NAD 83(1986)-  35 52 14.55929(N)    081 43 52.93502(W) AD(       ) 2
 FA3400  NAD 27      -  35 52 14.08997(N)    081 43 53.56054(W) AD(       ) 2
 FA3400  NGVD 29 (10/31/97)  318.1    (m)         1044.     (f) GPS OBS     3  
 FA3400
 FA3400.Superseded values are not recommended for survey control.
 FA3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3400.See file dsdata.txt to determine how the superseded data were derived.
 FA3400
 FA3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3397569855(NAD 83)
 FA3400_MARKER: DE = TRAVERSE STATION DISK
 FA3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3400_STAMPING: BOTTOM 1975
 FA3400_MARK LOGO: NCGS  
 FA3400_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3400+STABILITY: SURFACE MOTION
 FA3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3400+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1995
 FA3400
 FA3400  HISTORY     - Date     Condition        Report By
 FA3400  HISTORY     - 1975     MONUMENTED       NCGS
 FA3400  HISTORY     - 19930301 GOOD             NCGS
 FA3400  HISTORY     - 19950309 SEE DESCRIPTION  NCGS
 FA3400
 FA3400                          STATION DESCRIPTION
 FA3400
 FA3400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3400'BOTTOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3400'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3400'
 FA3400'BOTTOM IS LOCATED APPROXIMATELY 9.0 MILES NORTH OF MORGANTON, AND
 FA3400'5.0 MILES SW OF COLLETTSVILLE (CALDWELL COUNTY).  TO REACH STATION
 FA3400'FROM INTERSECTION OF NC 181 AND SR 1405 AT SMYRNA CHURCH
 FA3400'APPROXIMATELY 10.0 MILES NW OF MORGANTON, PROCEED NE ALONG SR 1405
 FA3400'FOR 3.0 MILES TO INTERSECTION WITH SR 1424 AT BROWN MOUNTAIN
 FA3400'CHURCH, THENCE SOUTH ALONG SR 1424 FOR 1.1 MILES TO STATION ON LEFT
 FA3400'BY PASTURE, 0.15 MILE NORTH OF INTERSECTION WITH DRIVEWAY TO TWO
 FA3400'STORY HOME, AND APPROXIMATELY 300 FEET SOUTH OF INTERSECTION OF SR
 FA3400'1424 AND DRIVEWAY LEADING EAST (ACROSS CREEK).
 FA3400'
 FA3400'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOTTOM
 FA3400'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FA3400'INCH BELOW THE SURFACE OF THE GROUND.
 FA3400'
 FA3400'MARK IS 11.5 FT E OF C/L OF SR 1424
 FA3400'
 FA3400'8.4 FT NNW OF PASTURE FENCE POST WITH ALUMINUM REF. TAG
 FA3400'
 FA3400'3.0 FT WSW OF PASTURE FENCE POST WITH ALUMINUM REF. TAG
 FA3400'
 FA3400'12.1 FT SSW OF PASTURE FENCE POST WITH ALUMINUM REF. TAG
 FA3400
 FA3400                          STATION RECOVERY (1993)
 FA3400
 FA3400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FA3400'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION 2.4 FT (0.7 M) WEST
 FA3400'OF A WITNESS POST.
 FA3400
 FA3400                          STATION RECOVERY (1995)
 FA3400
 FA3400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FA3400'RECOVERED AS DESCRIBED.
 FA3400'*********************************************************************
 FA3400'** MARK WAS FOUND DESTROYED BY NCGS FILED CREW 11/01/2000.  THE GRAVEL
 FA3400'ROAD IS BEING WIDENED AND PAVED.  MARK WAS DESTROYED DURING GRADING
 FA3400'PROCESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3536 ***********************************************************************
 FA3536  DESIGNATION -  BOTTOM
 FA3536  PID         -  FA3536
 FA3536  STATE/COUNTY-  NC/MCDOWELL
 FA3536  USGS QUAD   -  MARION EAST (1994)
 FA3536
 FA3536                         *CURRENT SURVEY CONTROL
 FA3536  ___________________________________________________________________
 FA3536* NAD 83(2001)-  35 41 22.07075(N)    081 53 04.57871(W)     ADJUSTED  
 FA3536* NAVD 88     -       340.668  (meters)    1117.67   (feet)  ADJUSTED  
 FA3536  ___________________________________________________________________
 FA3536  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FA3536  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA3536  DYNAMIC HT  -         340.329 (meters)    1116.56  (feet)  COMP
 FA3536  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 FA3536
 FA3536  HORZ ORDER  -  SECOND
 FA3536  VERT ORDER  -  SECOND    CLASS II
 FA3536
 FA3536.The horizontal coordinates were established by classical geodetic methods
 FA3536.and adjusted by the National Geodetic Survey in August 2005.
 FA3536
 FA3536.The orthometric height was determined by differential leveling
 FA3536.and adjusted in May 1998.
 FA3536
 FA3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3536
 FA3536.The geoid height was determined by GEOID03.
 FA3536
 FA3536.The dynamic height is computed by dividing the NAVD 88
 FA3536.geopotential number by the normal gravity value computed on the
 FA3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3536.degrees latitude (g = 980.6199 gals.).
 FA3536
 FA3536.The modeled gravity was interpolated from observed gravity values.
 FA3536
 FA3536;                    North         East     Units Scale Factor Converg.
 FA3536;SPC NC       -   218,940.294   348,561.157   MT  0.99990169   -1 39 53.7
 FA3536;SPC NC       -   718,306.61  1,143,571.06   sFT  0.99990169   -1 39 53.7
 FA3536;UTM  17      - 3,949,866.857   419,960.219   MT  0.99967894   -0 30 58.0
 FA3536
 FA3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3536!SPC NC       -   0.99995154  x   0.99990169  =   0.99985324
 FA3536!UTM  17      -   0.99995154  x   0.99967894  =   0.99963050
 FA3536
 FA3536:                Primary Azimuth Mark                     Grid Az
 FA3536:SPC NC       -  GUARD                                    274 03 00.5
 FA3536:UTM  17      -  GUARD                                    272 54 04.8
 FA3536
 FA3536|---------------------------------------------------------------------|
 FA3536| PID    Reference Object                     Distance      Geod. Az  |
 FA3536|                                                           dddmmss.s |
 FA3536| FA3541 GUARD                               APPROX. 1.0 KM 2722306.8 |
 FA3536|---------------------------------------------------------------------|
 FA3536
 FA3536                          SUPERSEDED SURVEY CONTROL
 FA3536
 FA3536  NAD 83(1995)-  35 41 22.07074(N)    081 53 04.57866(W) AD(       ) 2
 FA3536  NAD 83(1986)-  35 41 22.07734(N)    081 53 04.57912(W) AD(       ) 2
 FA3536  NAD 27      -  35 41 21.62849(N)    081 53 05.20603(W) AD(       ) 2
 FA3536  NGVD 29 (07/19/86)  340.7    (m)         1118.     (f) VERT ANG    3  
 FA3536
 FA3536.Superseded values are not recommended for survey control.
 FA3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3536.See file dsdata.txt to determine how the superseded data were derived.
 FA3536
 FA3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1996049867(NAD 83)
 FA3536_MARKER: DE = TRAVERSE STATION DISK
 FA3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3536_STAMPING: BOTTOM 1969
 FA3536_MARK LOGO: NCGS  
 FA3536_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3536+STABILITY: SURFACE MOTION
 FA3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3536+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1989
 FA3536
 FA3536  HISTORY     - Date     Condition        Report By
 FA3536  HISTORY     - 1969     MONUMENTED       NCGS
 FA3536  HISTORY     - 19890215 GOOD             NCGS
 FA3536
 FA3536                          STATION DESCRIPTION
 FA3536
 FA3536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3536'BOTTOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3536'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3536'
 FA3536'BOTTOM IS LOCATED APPROXIMATELY 7.0 MILES EAST OF
 FA3536'MARION.  STATION IS ON THE SOUTH SIDE OF EAST BOUND LANE OF
 FA3536'I-40 1.65 MILES EAST OF SR 1747 (NEBO-LAKE JAMES RD.) AND 1.2
 FA3536'MILES WEST OF BRIDGE OVER MUDDY CREEK.
 FA3536'
 FA3536'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3536'BOTTOM 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3536'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3536'
 FA3536'MARK IS
 FA3536'
 FA3536'26.7 FT S OF C/L OF E BOUND LANE OF I-40
 FA3536'
 FA3536'60.0 FT SE OF END OF CONCRETE CULVERT IN MEDIAN
 FA3536'
 FA3536'43.8 FT SE OF SLAB 317
 FA3536'
 FA3536'22.2 FT E OF REFLECTOR POST 872-25.56
 FA3536'
 FA3536'87.5 FT S OF C/L OF W BOUND LANE OF I-40
 FA3536
 FA3536                          STATION RECOVERY (1989)
 FA3536
 FA3536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (PAC)
 FA3536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2632 ***********************************************************************
 EY2632  DESIGNATION -  BOTTOM
 EY2632  PID         -  EY2632
 EY2632  STATE/COUNTY-  NC/LENOIR
 EY2632  USGS QUAD   -  DEEP RUN (1980)
 EY2632
 EY2632                         *CURRENT SURVEY CONTROL
 EY2632  ___________________________________________________________________
 EY2632* NAD 83(2001)-  35 12 21.05518(N)    077 42 01.53139(W)     ADJUSTED  
 EY2632* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 EY2632  ___________________________________________________________________
 EY2632  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EY2632  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 EY2632  HORZ ORDER  -  SECOND
 EY2632
 EY2632.The horizontal coordinates were established by classical geodetic methods
 EY2632.and adjusted by the National Geodetic Survey in August 2005.
 EY2632
 EY2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2632
 EY2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2632
 EY2632.The geoid height was determined by GEOID03.
 EY2632
 EY2632;                    North         East     Units Scale Factor Converg.
 EY2632;SPC NC       -   162,271.662   727,920.718   MT  0.99987291   +0 45 00.3
 EY2632;SPC NC       -   532,386.28  2,388,186.56   sFT  0.99987291   +0 45 00.3
 EY2632;UTM  18      - 3,899,212.588   254,169.657   MT  1.00034484   -1 33 27.4
 EY2632
 EY2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2632!SPC NC       -   1.00000165  x   0.99987291  =   0.99987456
 EY2632!UTM  18      -   1.00000165  x   1.00034484  =   1.00034649
 EY2632
 EY2632:                Primary Azimuth Mark                     Grid Az
 EY2632:SPC NC       -  CROOM                                    041 17 17.6
 EY2632:UTM  18      -  CROOM                                    043 35 45.3
 EY2632
 EY2632|---------------------------------------------------------------------|
 EY2632| PID    Reference Object                     Distance      Geod. Az  |
 EY2632|                                                           dddmmss.s |
 EY2632| EY2631 CROOM                               APPROX. 1.1 KM 0420217.9 |
 EY2632|---------------------------------------------------------------------|
 EY2632
 EY2632                          SUPERSEDED SURVEY CONTROL
 EY2632
 EY2632  NAD 83(1986)-  35 12 21.06183(N)    077 42 01.53788(W) AD(       ) 2
 EY2632  NAD 27      -  35 12 20.46682(N)    077 42 02.63419(W) AD(       ) 2
 EY2632  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG    3  
 EY2632
 EY2632.Superseded values are not recommended for survey control.
 EY2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2632.See file dsdata.txt to determine how the superseded data were derived.
 EY2632
 EY2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5417099213(NAD 83)
 EY2632_MARKER: DE = TRAVERSE STATION DISK
 EY2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2632_STAMPING: BOTTOM 1975
 EY2632_MARK LOGO: NCGS  
 EY2632_PROJECTION: FLUSH
 EY2632_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2632+STABILITY: SURFACE MOTION
 EY2632
 EY2632  HISTORY     - Date     Condition        Report By
 EY2632  HISTORY     - 1975     MONUMENTED       NCGS
 EY2632  HISTORY     - 1986     GOOD             USPSQD
 EY2632  HISTORY     - 19880315 GOOD             NCGS
 EY2632
 EY2632                          STATION DESCRIPTION
 EY2632
 EY2632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2632'THE STATION IS LOCATED AT SANDY BOTTOM AND APPROXIMATELY 8.0 MILES
 EY2632'SOUTHWEST OF KINSTON.
 EY2632'
 EY2632'TO REACH THE STATION FROM THE Y JUNCTION OF NC 11 WITH NC 55 SOUTHWEST
 EY2632'OF KINSTON, PROCEED WESTERLY ALONG NC 55 FOR 3.5 MILES TO T
 EY2632'INTERSECTION WITH SR 1161 (SOUTHEAST) AT SANDY BOTTOM AND STATION IN
 EY2632'SOUTHEAST QUADRANT OF INTERSECTION.
 EY2632'
 EY2632'STATION MARK IS A STANDARD DISK STAMPED---BOTTOM 1975---, SET IN THE
 EY2632'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2632'MARK IS 60.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 55, 53.3
 EY2632'FEET EAST-NORTHEAST OF THE CENTERLINE OF SR 1161, 20.4 FEET NORTHEAST
 EY2632'OF TELEPHONE POLE PEDESTAL, 70.6 FEET WEST OF POWER POLE WITH
 EY2632'TRANSFORMER AND REFERENCE TAG AND 16.1 FEET NORTHWEST OF 12 INCH
 EY2632'HARDWOOD BUSH WITH REFERENCE TAG.
 EY2632
 EY2632                          STATION RECOVERY (1986)
 EY2632
 EY2632'RECOVERY NOTE BY US POWER SQUADRON 1986 (PDJ)
 EY2632'RECOVERED IN GOOD CONDITION.
 EY2632
 EY2632                          STATION RECOVERY (1988)
 EY2632
 EY2632'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EY2632'RECOVERED AS DESCRIBED.  MARK IS LOCATED 173.0 FT (52.7 M)
 EY2632'NORTH-NORTHWEST OF A FIRE HYDRANT, AND 69.2 FT (21.1 M) WEST OF A
 EY2632'TELEPHONE PEDESTAL WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8202 ***********************************************************************
 AF8202  DESIGNATION -  BOTTOM
 AF8202  PID         -  AF8202
 AF8202  STATE/COUNTY-  NC/RUTHERFORD
 AF8202  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8202
 AF8202                         *CURRENT SURVEY CONTROL
 AF8202  ___________________________________________________________________
 AF8202* NAD 83(2001)-  35 21 52.10782(N)    081 56 46.62572(W)     ADJUSTED  
 AF8202* NAVD 88     -       303.2    (meters)     995.     (feet)  VERT ANG  
 AF8202  ___________________________________________________________________
 AF8202  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AF8202  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AF8202  HORZ ORDER  -  SECOND
 AF8202
 AF8202.The horizontal coordinates were established by classical geodetic methods
 AF8202.and adjusted by the National Geodetic Survey in August 2005.
 AF8202
 AF8202.The orthometric height was determined by vertical angle observations.
 AF8202
 AF8202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8202
 AF8202.The geoid height was determined by GEOID03.
 AF8202
 AF8202;                    North         East     Units Scale Factor Converg.
 AF8202;SPC NC       -   183,066.538   341,911.227   MT  0.99987452   -1 42 01.8
 AF8202;SPC NC       -   600,610.80  1,121,753.75   sFT  0.99987452   -1 42 01.8
 AF8202;UTM  17      - 3,913,874.004   414,033.272   MT  0.99969107   -0 32 51.8
 AF8202
 AF8202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8202!SPC NC       -   0.99995743  x   0.99987452  =   0.99983195
 AF8202!UTM  17      -   0.99995743  x   0.99969107  =   0.99964851
 AF8202
 AF8202                          SUPERSEDED SURVEY CONTROL
 AF8202
 AF8202  NAD 83(1986)-  35 21 52.12059(N)    081 56 46.62755(W) AD(       ) 2
 AF8202
 AF8202.Superseded values are not recommended for survey control.
 AF8202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8202.See file dsdata.txt to determine how the superseded data were derived.
 AF8202
 AF8202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1403313874(NAD 83)
 AF8202_MARKER: DE = TRAVERSE STATION DISK
 AF8202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8202_STAMPING: BOTTOM 1985
 AF8202_MARK LOGO: NCGS  
 AF8202_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8202+STABILITY: SURFACE MOTION
 AF8202
 AF8202  HISTORY     - Date     Condition        Report By
 AF8202  HISTORY     - 1985     MONUMENTED       NCGS
 AF8202  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AF8202  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 AF8202  HISTORY     - 20050912 MARK NOT FOUND   USPSQD
 AF8202
 AF8202                          STATION DESCRIPTION
 AF8202
 AF8202'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8202'STATION IS LOCATED IN EAST RUTHERFORDTON. ALONG US 74 BUS.-US 221A
 AF8202'(CHARLOTTE ROAD) FOR 1.05 KM (0.65 MI) EAST OF THE US 221 (MAIN ST)
 AF8202'INTERSECTION. MARK IS FLUSH WITH GROUND AND LEVEL WITH US 74. LOCATED
 AF8202'8.99 M (29.49 FT) SOUTH OF THE CENTERLINE OF US 74 BUSINESS, 0.88 M
 AF8202'(2.89 FT) SOUTH OF GUARD RAIL, 0.85 M (2.79 FT) NORTH OF POWER POLE,
 AF8202'48.00 M (157.48 FT) EAST OF POWER POLE, 32.61 M (106.99 FT)
 AF8202'EAST-SOUTHEAST OF CENTER OF IRON DRAINAGE GRATE, AND 26.82 M (87.99
 AF8202'FT) WEST OF EAST END OF GUARD RAIL.
 AF8202
 AF8202                          STATION RECOVERY (2001)
 AF8202
 AF8202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AF8202'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AF8202
 AF8202                          STATION RECOVERY (2004)
 AF8202
 AF8202'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 AF8202'MARK NOT FOUND.
 AF8202
 AF8202                          STATION RECOVERY (2005)
 AF8202
 AF8202'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 AF8202'GUARD RAIL HAS BEEN REMOVED AND STATION MAY HAVE BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3995 ***********************************************************************
 AH3995  DESIGNATION -  BOTTOM
 AH3995  PID         -  AH3995
 AH3995  STATE/COUNTY-  NC/SURRY
 AH3995  USGS QUAD   -  BOTTOM (1994)
 AH3995
 AH3995                         *CURRENT SURVEY CONTROL
 AH3995  ___________________________________________________________________
 AH3995* NAD 83(2001)-  36 27 38.10100(N)    080 45 59.14225(W)     ADJUSTED  
 AH3995* NAVD 88     -       374.5    (meters)    1229.     (feet)  VERTCON   
 AH3995  ___________________________________________________________________
 AH3995  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AH3995  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH3995  HORZ ORDER  -  SECOND
 AH3995
 AH3995.The horizontal coordinates were established by classical geodetic methods
 AH3995.and adjusted by the National Geodetic Survey in August 2005.
 AH3995
 AH3995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH3995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH3995
 AH3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3995
 AH3995.The geoid height was determined by GEOID03.
 AH3995
 AH3995;                    North         East     Units Scale Factor Converg.
 AH3995;SPC NC       -   302,118.487   451,258.048   MT  1.00009531   -1 01 10.3
 AH3995;SPC NC       -   991,200.40  1,480,502.45   sFT  1.00009531   -1 01 10.3
 AH3995;UTM  17      - 4,035,061.227   520,928.180   MT  0.99960540   +0 08 19.7
 AH3995
 AH3995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3995!SPC NC       -   0.99994643  x   1.00009531  =   1.00004173
 AH3995!UTM  17      -   0.99994643  x   0.99960540  =   0.99955185
 AH3995
 AH3995                          SUPERSEDED SURVEY CONTROL
 AH3995
 AH3995  NAD 83(1986)-  36 27 38.10822(N)    080 45 59.14906(W) AD(       ) 2
 AH3995  NGVD 29 (12/22/97)  374.6    (m)         1229.     (f) VERT ANG    3  
 AH3995
 AH3995.Superseded values are not recommended for survey control.
 AH3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3995.See file dsdata.txt to determine how the superseded data were derived.
 AH3995
 AH3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2092835061(NAD 83)
 AH3995_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3995_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH3995+WITH SETTING: PAVEMENT
 AH3995_SP_SET: FLOOR OF OVERPASS
 AH3995_STAMPING: BOTTOM 1986
 AH3995_MARK LOGO: NCGS  
 AH3995_PROJECTION: FLUSH
 AH3995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3995+STABILITY: SURFACE MOTION
 AH3995
 AH3995  HISTORY     - Date     Condition        Report By
 AH3995  HISTORY     - 1986     MONUMENTED       NCGS
 AH3995
 AH3995                          STATION DESCRIPTION
 AH3995
 AH3995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3995'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH-NORTHWEST OF DOBSON,
 AH3995'AND ABOUT 15.1 KM (9.40 MI) WEST-SOUTHWEST OF MT. AIRY. ALONG I-77 FOR
 AH3995'3.1 KM (1.90 MI) SOUTH OF THE NC 89 INTERCHANGE, AT THE SR 1345
 AH3995'(PRISON CAMP RD.) OVERPASS, IN EAST EDGE OF CONCRETE BRIDGE FLOOR,
 AH3995'OVER CENTER BRIDGE SUPPORT. MARK IS FLUSH IN A DRILL HOLE.  LOCATED
 AH3995'4.4 M (14.4 FT) EAST OF THE CENTERLINE OF ROAD, 0.8 M (2.6 FT) WEST OF
 AH3995'THE CONCRETE BRIDGE RAIL, AND 53.0 M (173.9 FT) SOUTH OF THE NORTHEAST
 AH3995'CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5171 ***********************************************************************
 FA5171  DESIGNATION -  BOTTS
 FA5171  PID         -  FA5171
 FA5171  STATE/COUNTY-  NC/CLEVELAND
 FA5171  USGS QUAD   -  BENN KNOB (1984)
 FA5171
 FA5171                         *CURRENT SURVEY CONTROL
 FA5171  ___________________________________________________________________
 FA5171* NAD 83(2007)-  35 31 37.17004(N)    081 38 37.93746(W)     ADJUSTED  
 FA5171* NAVD 88     -       372.5    (meters)    1222.     (feet)  GPS OBS   
 FA5171  ___________________________________________________________________
 FA5171  EPOCH DATE  -        2002.00
 FA5171  X           -     755,249.159 (meters)                     COMP
 FA5171  Y           -  -5,141,777.389 (meters)                     COMP
 FA5171  Z           -   3,685,803.499 (meters)                     COMP
 FA5171  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FA5171  ELLIP HEIGHT-         340.529 (meters)          (02/10/07) ADJUSTED
 FA5171  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FA5171
 FA5171  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5171  Type    PID    Designation                      North   East  Ellip
 FA5171  -------------------------------------------------------------------
 FA5171  NETWORK FA5171 BOTTS                             0.35   0.31   0.78
 FA5171  -------------------------------------------------------------------
 FA5171
 FA5171.The horizontal coordinates were established by GPS observations
 FA5171.and adjusted by the National Geodetic Survey in February 2007.
 FA5171
 FA5171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5171.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5171.The horizontal coordinates are valid at the epoch date displayed above.
 FA5171.The epoch date for horizontal control is a decimal equivalence
 FA5171.of Year/Month/Day.
 FA5171
 FA5171.The orthometric height was determined by GPS observations and a
 FA5171.high-resolution geoid model.
 FA5171
 FA5171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5171
 FA5171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5171
 FA5171.The ellipsoidal height was determined by GPS observations
 FA5171.and is referenced to NAD 83.
 FA5171
 FA5171.The geoid height was determined by GEOID03.
 FA5171
 FA5171;                    North         East     Units Scale Factor Converg.
 FA5171;SPC NC       -   200,315.406   369,860.779   MT  0.99988409   -1 31 33.5
 FA5171;SPC NC       -   657,201.46  1,213,451.57   sFT  0.99988409   -1 31 33.5
 FA5171;UTM  17      - 3,931,677.588   441,624.435   MT  0.99964199   -0 22 27.0
 FA5171
 FA5171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5171!SPC NC       -   0.99994655  x   0.99988409  =   0.99983065
 FA5171!UTM  17      -   0.99994655  x   0.99964199  =   0.99958856
 FA5171
 FA5171                          SUPERSEDED SURVEY CONTROL
 FA5171
 FA5171  NAD 83(2001)-  35 31 37.17010(N)    081 38 37.93739(W) AD(       ) 1
 FA5171  ELLIP H (03/13/03)  340.539  (m)                       GP(       ) 4 2
 FA5171  NAD 83(1995)-  35 31 37.17210(N)    081 38 37.93737(W) AD(       ) 1
 FA5171  NAD 83(1986)-  35 31 37.17943(N)    081 38 37.93998(W) AD(       ) 1
 FA5171  NGVD 29 (02/04/93)  372.6    (m)         1222.     (f) GPS OBS     3  
 FA5171
 FA5171.Superseded values are not recommended for survey control.
 FA5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5171.See file dsdata.txt to determine how the superseded data were derived.
 FA5171
 FA5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4162431678(NAD 83)
 FA5171_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5171_SP_SET: CONCRETE POST
 FA5171_STAMPING: BOTTS 1988
 FA5171_MARK LOGO: NCGS  
 FA5171_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5171+STABILITY: SURFACE MOTION
 FA5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5171+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1997
 FA5171
 FA5171  HISTORY     - Date     Condition        Report By
 FA5171  HISTORY     - 1988     MONUMENTED       NCGS
 FA5171  HISTORY     - 19950403 GOOD             USPSQD
 FA5171  HISTORY     - 19970910 GOOD             NCGS
 FA5171
 FA5171                          STATION DESCRIPTION
 FA5171
 FA5171'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5171'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHWEST OF CASAR, AND 17.3
 FA5171'MI (27.8 KM) NORTH-NORTHWEST OF SHELBY.
 FA5171'PROCEED ALONG NC 10 FOR 0.5 MI (0.8 KM) SOUTHWEST FROM THE POST OFFICE
 FA5171'IN DOWNTOWN CASAR TO SR 1518 (SCHOOL HOUSE ROAD), THENCE
 FA5171'WEST-NORTHWEST (RIGHT) ALONG SR 1518 FOR 0.7 MI (1.1 KM) TO SR 1538
 FA5171'(CORINTH CHURCH CIRCLE ROAD), THENCE NORTH (RIGHT) ALONG SR 1538 FOR
 FA5171'1.35 MI (2.17 KM) , TO STATION ON LEFT IN ROAD SHOULDER NEAR NORTH
 FA5171'END OF LARGE CHICKEN HOUSE.
 FA5171'MARK IS 2 INCHES BELOW GROUND SURFACE AND LEVEL WITH THE ROAD. LOCATED
 FA5171'14.8 FT (4.5 M) SOUTHWEST OF THE CENTERLINE OF ROAD, 118.1 FT
 FA5171'(36.0 M) NORTHWEST OF THE CENTERLINE INTERSECTION OF CONCRETE DRIVE
 FA5171'AND ROAD, 19.7 FT (6.0 M) EAST OF FENCE CORNER POST, AND 82.4 FT
 FA5171'(25.1 M) NORTHEAST OF NORTHEAST CORNER OF CHICKEN HOUSE.
 FA5171
 FA5171                          STATION RECOVERY (1995)
 FA5171
 FA5171'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA5171'RECOVERED IN GOOD CONDITION.
 FA5171
 FA5171                          STATION RECOVERY (1997)
 FA5171
 FA5171'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA5171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5172 ***********************************************************************
 FA5172  DESIGNATION -  BOTTS AZ MK
 FA5172  PID         -  FA5172
 FA5172  STATE/COUNTY-  NC/CLEVELAND
 FA5172  USGS QUAD   -  BENN KNOB (1984)
 FA5172
 FA5172                         *CURRENT SURVEY CONTROL
 FA5172  ___________________________________________________________________
 FA5172* NAD 83(1995)-  35 31 21.15513(N)    081 38 15.55503(W)     NO CHECK  
 FA5172* NAVD 88     -       356.3    (meters)    1169.     (feet)  VERTCON   
 FA5172  ___________________________________________________________________
 FA5172  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FA5172  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FA5172  HORZ ORDER  -  SECOND
 FA5172
 FA5172.The horizontal coordinates were established by classical geodetic methods
 FA5172.and adjusted by the National Geodetic Survey in April 1999.
 FA5172.No horizontal observational check was made to the station.
 FA5172
 FA5172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5172
 FA5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5172
 FA5172.The geoid height was determined by GEOID03.
 FA5172
 FA5172;                    North         East     Units Scale Factor Converg.
 FA5172;SPC NC       -   199,807.068   370,411.310   MT  0.99988372   -1 31 20.6
 FA5172;SPC NC       -   655,533.69  1,215,257.77   sFT  0.99988372   -1 31 20.6
 FA5172;UTM  17      - 3,931,180.541   442,184.937   MT  0.99964119   -0 22 13.8
 FA5172
 FA5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5172!SPC NC       -   0.99994908  x   0.99988372  =   0.99983281
 FA5172!UTM  17      -   0.99994908  x   0.99964119  =   0.99959029
 FA5172
 FA5172                          SUPERSEDED SURVEY CONTROL
 FA5172
 FA5172  NAD 83(1986)-  35 31 21.16249(N)    081 38 15.55764(W) AD(       ) 2
 FA5172  NGVD 29 (02/04/93)  356.5    (m)         1170.     (f) VERT ANG    3  
 FA5172
 FA5172.Superseded values are not recommended for survey control.
 FA5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5172.See file dsdata.txt to determine how the superseded data were derived.
 FA5172
 FA5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4218531181(NAD 83)
 FA5172_MARKER: DZ = AZIMUTH MARK DISK
 FA5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5172_SP_SET: CONCRETE POST
 FA5172_STAMPING: BOTTS 1988
 FA5172_MARK LOGO: NCGS  
 FA5172_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5172+STABILITY: SURFACE MOTION
 FA5172
 FA5172  HISTORY     - Date     Condition        Report By
 FA5172  HISTORY     - 1988     MONUMENTED       NCGS
 FA5172  HISTORY     - 19950403 GOOD             USPSQD
 FA5172
 FA5172                          STATION DESCRIPTION
 FA5172
 FA5172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5172'STATION IS LOCATED ABOUT 1.59 MI (2.56 KM) NORTHWEST OF CASAR, AND
 FA5172'17.3 MI (27.8 KM) NORTH-NORTHWEST OF SHELBY.    PROCEED ALONG NC 10
 FA5172'FOR 0.5 MI (0.8 KM) NORTHEAST FROM THE POST OFFICE IN CASAR TO SR
 FA5172'1518 (SCHOOL HOUSE ROAD), THENCE WEST-NORTHWEST (RIGHT) ALONG SR 1518
 FA5172'FOR 0.7 MI (1.1 KM) TO SR 1538 (CORINTH CHURCH CIRCLE), THENCE NORTH
 FA5172'(RIGHT) ALONG SR 1538 FOR 1.3 MI (2.1 KM) , TO STATION ON LEFT IN
 FA5172'SHOULDER.
 FA5172'MARK IS FLUSH WITH GROUND AND LEVEL WITH THE ROAD. LOCATED 21.0 FT
 FA5172'(6.4 M) SOUTHWEST OF SR 1538, 109.5 FT (33.4 M) SOUTH-SOUTHEAST OF A
 FA5172'10-INCH APPLE TREE, AND 145.5 FT (44.3 M) NORTH-NORTHWEST OF POWER
 FA5172'POLE WITH A REFERENCE TAG.
 FA5172
 FA5172                          STATION RECOVERY (1995)
 FA5172
 FA5172'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA5172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1394 ***********************************************************************
 EA1394  DESIGNATION -  BOUCHER
 EA1394  PID         -  EA1394
 EA1394  STATE/COUNTY-  NC/CARTERET
 EA1394  USGS QUAD   -  SALTER PATH (1994)
 EA1394
 EA1394                         *CURRENT SURVEY CONTROL
 EA1394  ___________________________________________________________________
 EA1394* NAD 83(2001)-  34 43 14.82811(N)    076 57 18.60369(W)     ADJUSTED  
 EA1394* NAVD 88     -         9.843  (meters)      32.29   (feet)  ADJUSTED  
 EA1394  ___________________________________________________________________
 EA1394  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 EA1394  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA1394  DYNAMIC HT  -           9.834 (meters)      32.26  (feet)  COMP
 EA1394  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EA1394
 EA1394  HORZ ORDER  -  SECOND
 EA1394  VERT ORDER  -  SECOND    CLASS II
 EA1394
 EA1394.The horizontal coordinates were established by classical geodetic methods
 EA1394.and adjusted by the National Geodetic Survey in August 2005.
 EA1394
 EA1394.The orthometric height was determined by differential leveling
 EA1394.and adjusted in June 1991.
 EA1394
 EA1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1394
 EA1394.The geoid height was determined by GEOID03.
 EA1394
 EA1394.The dynamic height is computed by dividing the NAVD 88
 EA1394.geopotential number by the normal gravity value computed on the
 EA1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1394.degrees latitude (g = 980.6199 gals.).
 EA1394
 EA1394.The modeled gravity was interpolated from observed gravity values.
 EA1394
 EA1394;                    North         East     Units Scale Factor Converg.
 EA1394;SPC NC       -   109,619.182   796,872.971   MT  0.99991524   +1 10 48.8
 EA1394;SPC NC       -   359,642.27  2,614,407.41   sFT  0.99991524   +1 10 48.8
 EA1394;UTM  18      - 3,843,820.190   320,971.487   MT  0.99999505   -1 06 50.1
 EA1394
 EA1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1394!SPC NC       -   1.00000432  x   0.99991524  =   0.99991956
 EA1394!UTM  18      -   1.00000432  x   0.99999505  =   0.99999937
 EA1394
 EA1394                          SUPERSEDED SURVEY CONTROL
 EA1394
 EA1394  NAD 83(1986)-  34 43 14.83946(N)    076 57 18.61422(W) AD(       ) 2
 EA1394  NAVD 88 (04/01/97)    9.84   (m)           32.3    (f) LEVELING    3  
 EA1394
 EA1394.Superseded values are not recommended for survey control.
 EA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1394.See file dsdata.txt to determine how the superseded data were derived.
 EA1394
 EA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2097143820(NAD 83)
 EA1394_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1394_SP_SET: CONCRETE POST
 EA1394_STAMPING: BOUCHER 1981
 EA1394_MARK LOGO: NCGS  
 EA1394_PROJECTION: RECESSED 10 CENTIMETERS
 EA1394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1394+STABILITY: SURFACE MOTION
 EA1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1394+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996
 EA1394
 EA1394  HISTORY     - Date     Condition        Report By
 EA1394  HISTORY     - 1981     MONUMENTED       NCGS
 EA1394  HISTORY     - 1981     GOOD             NCGS
 EA1394  HISTORY     - 19820315 GOOD             NCGS
 EA1394  HISTORY     - 19860826 MARK NOT FOUND   USPSQD
 EA1394  HISTORY     - 1988     GOOD             LOCENG
 EA1394  HISTORY     - 19920505 GOOD             NCGS
 EA1394  HISTORY     - 19961121 GOOD             NCGS
 EA1394
 EA1394                          STATION DESCRIPTION
 EA1394
 EA1394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1394'9.7 MI EAST FROM SWANSBORO.
 EA1394'6.9 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 9.4
 EA1394'MILES WEST OF INTERSECTION WITH US 70, IN HIGHWAY SHOULDER AT AN
 EA1394'INTERSECTION SIGN, AND 0.55 MILES WEST OF BRIDGE OVER BROAD CREEK,
 EA1394'16.3 FEET NORTH OF CENTERLINE OF HIGHWAY, 88.3 FEET WEST OF
 EA1394'PROLONGATION OF CENTERLINE OF E-Z BREEZE ROAD, 39.3 FEET SOUTH OF
 EA1394'POWER POLE WITH REFERENCE TAG, 67.6 FEET NORTHWEST OF SMALLER OF TWO
 EA1394'PEDESTALS ACROSS HIGHWAY AND 84.5 FEET NORTHWEST OF E-Z BREEZE ROAD
 EA1394'SIGN POST.
 EA1394'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1394
 EA1394                          STATION RECOVERY (1982)
 EA1394
 EA1394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1394'RECOVERED AS DESCRIBED.
 EA1394
 EA1394                          STATION RECOVERY (1986)
 EA1394
 EA1394'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1394'MARK NOT FOUND.
 EA1394
 EA1394                          STATION RECOVERY (1988)
 EA1394
 EA1394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (KAB)
 EA1394'RECOVERED IN GOOD CONDITION.
 EA1394
 EA1394                          STATION RECOVERY (1992)
 EA1394
 EA1394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1394'RECOVERED AS DESCRIBED.
 EA1394
 EA1394                          STATION RECOVERY (1996)
 EA1394
 EA1394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EA1394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3014 ***********************************************************************
 FY3014  DESIGNATION -  BOULDER
 FY3014  PID         -  FY3014
 FY3014  STATE/COUNTY-  NC/PERSON
 FY3014  USGS QUAD   -  ROXBORO (1982)
 FY3014
 FY3014                         *CURRENT SURVEY CONTROL
 FY3014  ___________________________________________________________________
 FY3014* NAD 83(2001)-  36 25 35.68378(N)    078 58 38.56541(W)     ADJUSTED  
 FY3014* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 FY3014  ___________________________________________________________________
 FY3014  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FY3014  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 FY3014  HORZ ORDER  -  SECOND
 FY3014
 FY3014.The horizontal coordinates were established by classical geodetic methods
 FY3014.and adjusted by the National Geodetic Survey in August 2005.
 FY3014
 FY3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3014
 FY3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3014
 FY3014.The geoid height was determined by GEOID03.
 FY3014
 FY3014;                    North         East     Units Scale Factor Converg.
 FY3014;SPC NC       -   296,936.137   611,629.915   MT  1.00008292   +0 00 47.0
 FY3014;SPC NC       -   974,197.98  2,006,655.81   sFT  1.00008292   +0 00 47.0
 FY3014;UTM  17      - 4,033,164.796   681,318.399   MT  1.00000507   +1 12 04.8
 FY3014
 FY3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3014!SPC NC       -   0.99997427  x   1.00008292  =   1.00005718
 FY3014!UTM  17      -   0.99997427  x   1.00000507  =   0.99997934
 FY3014
 FY3014:                Primary Azimuth Mark                     Grid Az
 FY3014:SPC NC       -  PARROTT                                  101 26 37.9
 FY3014:UTM  17      -  PARROTT                                  100 15 20.1
 FY3014
 FY3014|---------------------------------------------------------------------|
 FY3014| PID    Reference Object                     Distance      Geod. Az  |
 FY3014|                                                           dddmmss.s |
 FY3014| FY3011 PARROTT                             APPROX. 2.2 KM 1012724.9 |
 FY3014|---------------------------------------------------------------------|
 FY3014
 FY3014                          SUPERSEDED SURVEY CONTROL
 FY3014
 FY3014  NAD 83(1993)-  36 25 35.68431(N)    078 58 38.56596(W) AD(       ) 2
 FY3014  NAD 83(1986)-  36 25 35.68657(N)    078 58 38.56960(W) AD(       ) 2
 FY3014  NAD 27      -  36 25 35.17762(N)    078 58 39.53086(W) AD(       ) 2
 FY3014  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG    3  
 FY3014
 FY3014.Superseded values are not recommended for survey control.
 FY3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3014.See file dsdata.txt to determine how the superseded data were derived.
 FY3014
 FY3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8131833165(NAD 83)
 FY3014_MARKER: DD = SURVEY DISK
 FY3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3014_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3014+STABILITY: SURFACE MOTION
 FY3014
 FY3014  HISTORY     - Date     Condition        Report By
 FY3014  HISTORY     - 1977     MONUMENTED       NCGS
 FY3014
 FY3014                          STATION DESCRIPTION
 FY3014
 FY3014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY3014'THE STATION IS LOCATED IN WEST LONGHURST, 2.4 MILES NORTH-NORTHEAST
 FY3014'OF ROXBORO AND 4.4 MILES SOUTH-SOUTHWEST OF WOODSDALE.
 FY3014'
 FY3014'TO REACH STATION FROM THE INTERSECTION OF US 501 BYPASS AND NC 49 WITH
 FY3014'US 501 BUSINESS IN NORTH SECTION OF ROXBORO, PROCEED NORTHERLY ALONG
 FY3014'US 501 FOR 1.05 MILES TO SR 1416 LEFT (WEST), THENCE WEST ALONG THIS
 FY3014'ROAD FOR 0.5 MILE TO WHERE PAVED ROAD MAKES A 90 DEGREE TURN NORTH AND
 FY3014'INTERSECTS WITH A DIRT ROAD WEST, CONTINUE STRAIGHT AHEAD ON DIRT
 FY3014'ROAD FOR 0.05 MILE TO STATION ON RIGHT, ON SOUTH SIDE OF RIGHT-OF-WAY
 FY3014'FOR HIGH VOLTAGE TRANSMISSION LINES AND APPROXIMATELY 190 FEET WEST
 FY3014'OF THE FIRST STEEL SUPPORT TOWER WEST OF PAVED ROAD.
 FY3014'
 FY3014'STATION MARK IS A STANDARD DISK STAMPED---BOULDER 1977---SET IN THE
 FY3014'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 FY3014'THE MARK IS 11.3 FEET NORTH-NORTHEAST OF CENTERLINE OF DIRT ROAD, 30.1
 FY3014'FEET SOUTH-SOUTHWEST OF CENTERLINE OF TRANSMISSION LINES, 182.7 FEET
 FY3014'WEST-NORTHWEST OF SOUTHWEST LEG OF STEEL TOWER, 48.2 FEET EAST OF
 FY3014'POWER POLE WITH REFERENCE TAG, 56.7 FEET NORTH-NORTHWEST OF 6 INCH OAK
 FY3014'WITH REFERENCE TAG AND 69.5 FEET SOUTH OF 6 INCH PINE WITH REFERENCE
 FY3014'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4648 ***********************************************************************
 FA4648  DESIGNATION -  BOULDER
 FA4648  PID         -  FA4648
 FA4648  STATE/COUNTY-  NC/DAVIDSON
 FA4648  USGS QUAD   -  FAIR GROVE (1987)
 FA4648
 FA4648                         *CURRENT SURVEY CONTROL
 FA4648  ___________________________________________________________________
 FA4648* NAD 83(2001)-  35 46 31.79645(N)    080 06 47.71128(W)     ADJUSTED  
 FA4648* NAVD 88     -       242.2    (meters)     795.     (feet)  VERTCON   
 FA4648  ___________________________________________________________________
 FA4648  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 FA4648  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 FA4648  HORZ ORDER  -  SECOND
 FA4648
 FA4648.The horizontal coordinates were established by classical geodetic methods
 FA4648.and adjusted by the National Geodetic Survey in August 2005.
 FA4648
 FA4648.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4648
 FA4648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4648
 FA4648.The geoid height was determined by GEOID03.
 FA4648
 FA4648;                    North         East     Units Scale Factor Converg.
 FA4648;SPC NC       -   225,256.760   508,953.232   MT  0.99991427   -0 38 33.1
 FA4648;SPC NC       -   739,029.89  1,669,790.73   sFT  0.99991427   -0 38 33.1
 FA4648;UTM  17      - 3,959,411.075   580,147.311   MT  0.99967915   +0 31 06.3
 FA4648
 FA4648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4648!SPC NC       -   0.99996680  x   0.99991427  =   0.99988107
 FA4648!UTM  17      -   0.99996680  x   0.99967915  =   0.99964596
 FA4648
 FA4648                          SUPERSEDED SURVEY CONTROL
 FA4648
 FA4648  NAD 83(1986)-  35 46 31.80382(N)    080 06 47.71819(W) AD(       ) 2
 FA4648  NGVD 29 (02/28/92)  242.4    (m)          795.     (f) VERT ANG    3  
 FA4648
 FA4648.Superseded values are not recommended for survey control.
 FA4648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4648.See file dsdata.txt to determine how the superseded data were derived.
 FA4648
 FA4648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8014759411(NAD 83)
 FA4648_MARKER: DE = TRAVERSE STATION DISK
 FA4648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4648_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4648+STABILITY: SURFACE MOTION
 FA4648
 FA4648  HISTORY     - Date     Condition        Report By
 FA4648  HISTORY     - 1982     MONUMENTED       NCGS
 FA4648
 FA4648                          STATION DESCRIPTION
 FA4648
 FA4648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA4648'THE STATION IS LOCATED ABOUT 7.6 MI SOUTH-SOUTHWEST OF THOMASVILLE
 FA4648'AND 8.5 MI EAST-SOUTHEAST OF LEXINGTON.
 FA4648'
 FA4648'ALONG US 64 FOR 0.7 MI WEST FROM THE NC 109 OVERPASS, OR 0.25 MI
 FA4648'EAST OF THE INTERSECTION WITH SR 2266 (CLARKSBURY CHURCH ROAD),
 FA4648'ACROSS THE DITCH AT A ROCK OUTCROP.
 FA4648'
 FA4648'THE STATION IS A STANDARD NCGS DISK STAMPED---BOULDER 1982---, SET
 FA4648'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4648'RECESSED 1 INCH BELOW GROUND.  LOCATED 34.2 FT SOUTH-SOUTHWEST OF
 FA4648'THE CENTERLINE OF THE HIGHWAY, 209.5 FT SOUTHEAST OF THE EAST END OF
 FA4648'A CULVERT UNDER A GRAVEL DRIVEWAY NORTH--AND 21.0 FT EAST OF A
 FA4648'15-INCH OAK, 18.5 FT NORTHEAST OF A 9-INCH OAK, 17.4 FT NORTH OF AN
 FA4648'8-INCH OAK, AND 136.1 FT WEST OF AND ACROSS THE HIGHWAY FROM A POWER
 FA4648'POLE (159)--ALL FOUR WITH REFERENCE TAGS.
 FA4648'
 FA4648'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1221 ***********************************************************************
 EZ1221  DESIGNATION -  BOULDIN
 EZ1221  PID         -  EZ1221
 EZ1221  STATE/COUNTY-  NC/CHATHAM
 EZ1221  USGS QUAD   -  PITTSBORO (1981)
 EZ1221
 EZ1221                         *CURRENT SURVEY CONTROL
 EZ1221  ___________________________________________________________________
 EZ1221* NAD 83(2001)-  35 43 28.88381(N)    079 12 58.21693(W)     ADJUSTED  
 EZ1221* NAVD 88     -       133.912  (meters)     439.34   (feet)  ADJUSTED  
 EZ1221  ___________________________________________________________________
 EZ1221  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 EZ1221  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 EZ1221  DYNAMIC HT  -         133.800 (meters)     438.98  (feet)  COMP
 EZ1221  MODELED GRAV-     979,796.0   (mgal)                       NAVD 88
 EZ1221
 EZ1221  HORZ ORDER  -  SECOND
 EZ1221  VERT ORDER  -  SECOND    CLASS II
 EZ1221
 EZ1221.The horizontal coordinates were established by classical geodetic methods
 EZ1221.and adjusted by the National Geodetic Survey in August 2005.
 EZ1221
 EZ1221.The orthometric height was determined by differential leveling
 EZ1221.and adjusted in June 1991.
 EZ1221
 EZ1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1221
 EZ1221.The geoid height was determined by GEOID03.
 EZ1221
 EZ1221.The dynamic height is computed by dividing the NAVD 88
 EZ1221.geopotential number by the normal gravity value computed on the
 EZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1221.degrees latitude (g = 980.6199 gals.).
 EZ1221
 EZ1221.The modeled gravity was interpolated from observed gravity values.
 EZ1221
 EZ1221;                    North         East     Units Scale Factor Converg.
 EZ1221;SPC NC       -   219,076.712   590,044.736   MT  0.99990657   -0 07 29.2
 EZ1221;SPC NC       -   718,754.18  1,935,838.44   sFT  0.99990657   -0 07 29.2
 EZ1221;UTM  17      - 3,954,879.975   661,337.541   MT  0.99992076   +1 02 30.4
 EZ1221
 EZ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1221!SPC NC       -   0.99998383  x   0.99990657  =   0.99989040
 EZ1221!UTM  17      -   0.99998383  x   0.99992076  =   0.99990459
 EZ1221
 EZ1221:                Primary Azimuth Mark                     Grid Az
 EZ1221:SPC NC       -  REEVES                                   099 12 52.0
 EZ1221:UTM  17      -  REEVES                                   098 02 52.4
 EZ1221
 EZ1221|---------------------------------------------------------------------|
 EZ1221| PID    Reference Object                     Distance      Geod. Az  |
 EZ1221|                                                           dddmmss.s |
 EZ1221| EZ1218 REEVES                              APPROX. 1.3 KM 0990522.8 |
 EZ1221|---------------------------------------------------------------------|
 EZ1221
 EZ1221                          SUPERSEDED SURVEY CONTROL
 EZ1221
 EZ1221  NAD 83(1986)-  35 43 28.89084(N)    079 12 58.22633(W) AD(       ) 2
 EZ1221  NAD 27      -  35 43 28.37006(N)    079 12 59.17124(W) AD(       ) 2
 EZ1221  NGVD 29 (??/??/92)  134.16   (m)          440.2    (f) COMPUTED    2 2
 EZ1221
 EZ1221.Superseded values are not recommended for survey control.
 EZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1221.See file dsdata.txt to determine how the superseded data were derived.
 EZ1221
 EZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6133854880(NAD 83)
 EZ1221_MARKER: DE = TRAVERSE STATION DISK
 EZ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1221_STAMPING: BOULDIN 1974
 EZ1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1221+STABILITY: SURFACE MOTION
 EZ1221
 EZ1221  HISTORY     - Date     Condition        Report By
 EZ1221  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1221  HISTORY     - 1974     GOOD             NCGS
 EZ1221  HISTORY     - 1981     GOOD             NCGS
 EZ1221
 EZ1221                          STATION DESCRIPTION
 EZ1221
 EZ1221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ1221'BOULDIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1221'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1221'
 EZ1221'BOULDIN IS LOCATED APPROXIMATELY 2.1 MILES WEST OF PITTSBORO.  TO
 EZ1221'REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED WEST ALONG
 EZ1221'U.S. 64 FOR 2.15 MILES TO STATION ON LEFT ON WEST SIDE OF A
 EZ1221'GRAVELED DRIVEWAY LEADING TO A 1-1/2 STORY BRICK HOUSE (BOULDIN
 EZ1221'RESIDENCE).  AND 0.25 MILE WEST OF INTERSECTION WITH SR 1515.
 EZ1221'
 EZ1221'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1221'BOULDIN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1221'WHICH IS FLUSH WITH THE GROUND.
 EZ1221'
 EZ1221'MARK IS 27.5 FT SSW OF C/L OF U.S. 64
 EZ1221'
 EZ1221'17.6 FT WNW OF C/L OF DRIVEWAY
 EZ1221'
 EZ1221'100.0 FT N OF NW CORNER OF BOULDIN HOUSE
 EZ1221'
 EZ1221'12.2 FT SW OF WEST END OF CULVERT UNDER DRIVEWAY
 EZ1221'
 EZ1221'86.2 FT SW OF TELEPHONE PEDESTAL AND POLE WITH ALUMINUM REF. TAG
 EZ1221'
 EZ1221'35.5 FT NE OF 8 IN CEDAR WITH ALUMINUM REF. TAG
 EZ1221
 EZ1221                          STATION RECOVERY (1974)
 EZ1221
 EZ1221'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1221'2.1 MI W FROM PITTSBORO.
 EZ1221'TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED WEST
 EZ1221'ALONG U.S. 64 FOR 2.15 MILES TO STATION ON LEFT ON WEST SIDE OF
 EZ1221'A GRAVELED DRIVEWAY LEADING TO A 1 1/2 STORY BRICK HOUSE
 EZ1221'(BOULDIN RESIDENCE), AND 0.25 MILE WEST OF INTERSECTION WITH
 EZ1221'SR 1515, 27.5 FT SSW OF C/L OF U.S. 64, 17.6 FT WNW OF C/L OF
 EZ1221'DRIVEWAY, 100.0 FT NORTH OF NW CORNER OF BOULDIN HOUSE, 12.2 FT
 EZ1221'SW OF WEST END OF CULVERT UNDER DRIVEWAY, 86.2 FT SW OF TELEPHONE
 EZ1221'PEDESTAL AND POLE WITH ALUMINUM REF. TAG, AND 35.5 FT NE OF
 EZ1221'8 IN CEDAR WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EZ1221'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 EZ1221
 EZ1221                          STATION RECOVERY (1981)
 EZ1221
 EZ1221'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 EZ1221'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2818 ***********************************************************************
 FA2818  DESIGNATION -  BOULEVARD
 FA2818  PID         -  FA2818
 FA2818  STATE/COUNTY-  NC/IREDELL
 FA2818  USGS QUAD   -  STATESVILLE WEST (1993)
 FA2818
 FA2818                         *CURRENT SURVEY CONTROL
 FA2818  ___________________________________________________________________
 FA2818* NAD 83(2001)-  35 45 52.23570(N)    080 53 29.98271(W)     ADJUSTED  
 FA2818* NAVD 88     -       280.8    (meters)     921.     (feet)  VERTCON   
 FA2818  ___________________________________________________________________
 FA2818  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 FA2818  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 FA2818  HORZ ORDER  -  SECOND
 FA2818
 FA2818.The horizontal coordinates were established by classical geodetic methods
 FA2818.and adjusted by the National Geodetic Survey in August 2005.
 FA2818
 FA2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2818
 FA2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2818
 FA2818.The geoid height was determined by GEOID03.
 FA2818
 FA2818;                    North         East     Units Scale Factor Converg.
 FA2818;SPC NC       -   225,102.902   438,561.691   MT  0.99991254   -1 05 30.5
 FA2818;SPC NC       -   738,525.10  1,438,847.81   sFT  0.99991254   -1 05 30.5
 FA2818;UTM  17      - 3,957,835.086   509,793.207   MT  0.99960118   +0 03 47.9
 FA2818
 FA2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2818!SPC NC       -   0.99996095  x   0.99991254  =   0.99987349
 FA2818!UTM  17      -   0.99996095  x   0.99960118  =   0.99956215
 FA2818
 FA2818:                Primary Azimuth Mark                     Grid Az
 FA2818:SPC NC       -  WOODS                                    278 04 12.4
 FA2818:UTM  17      -  WOODS                                    276 54 54.0
 FA2818
 FA2818|---------------------------------------------------------------------|
 FA2818| PID    Reference Object                     Distance      Geod. Az  |
 FA2818|                                                           dddmmss.s |
 FA2818| FA2844 WOODS                               APPROX. 1.3 KM 2765841.9 |
 FA2818|---------------------------------------------------------------------|
 FA2818
 FA2818                          SUPERSEDED SURVEY CONTROL
 FA2818
 FA2818  NAD 83(1986)-  35 45 52.24448(N)    080 53 29.99180(W) AD(       ) 2
 FA2818  NAD 27      -  35 45 51.76223(N)    080 53 30.73498(W) AD(       ) 2
 FA2818  NGVD 29 (07/19/86)  281.0    (m)          922.     (f) VERT ANG    3  
 FA2818
 FA2818.Superseded values are not recommended for survey control.
 FA2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2818.See file dsdata.txt to determine how the superseded data were derived.
 FA2818
 FA2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0979357835(NAD 83)
 FA2818_MARKER: DE = TRAVERSE STATION DISK
 FA2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2818_STAMPING: BOULEVARD 1963
 FA2818_MARK LOGO: NCGS  
 FA2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2818+STABILITY: SURFACE MOTION
 FA2818
 FA2818  HISTORY     - Date     Condition        Report By
 FA2818  HISTORY     - 1963     MONUMENTED       NCGS
 FA2818  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 FA2818  HISTORY     - 20040921 MARK NOT FOUND   USPSQD
 FA2818
 FA2818                          STATION DESCRIPTION
 FA2818
 FA2818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2818'BOULEVARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2818'ESTABLISHED ON A LINE RUNNING FROM SHED TO C AND GS TRIANGULATION
 FA2818'STATION CENTER, ALL IN THE VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2818'
 FA2818'BOULEVARD IS 1.4 MILES S OF THE CENTER OF STATESVILLE,
 FA2818'LOCATED 0.1 MILE SE OF THE CITY OF STATESVILLE ELECTRIC
 FA2818'SUB-STATION.  APPROXIMATELY 500 FT W OF U.S. 21 BETWEEN TWO
 FA2818'STEEL TOWER TRANSMISSION LINES AND IN THE SW QUADRANT OF
 FA2818'BOULEVARD ST. AND GOLDSBORO ST.
 FA2818'
 FA2818'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2818'BOULEVARD 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA2818'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2818'
 FA2818'MARK IS
 FA2818'
 FA2818'36.5 FT W OF C/L OF BOULEVARD ST.
 FA2818'
 FA2818'54.9 FT S OF C/L OF GOLDSBORO ST.
 FA2818'
 FA2818'24.7 FT SSW OF 3 LEAD NAILS IN 8 INCH MAPLE
 FA2818'
 FA2818'31.3 FT NNW OF 3 LEAD NAILS IN PP
 FA2818'
 FA2818'16.8 FT E OF SE LEG OF STEEL TOWER
 FA2818'
 FA2818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2818
 FA2818                          STATION RECOVERY (1998)
 FA2818
 FA2818'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2818'MARK NOT FOUND.
 FA2818
 FA2818                          STATION RECOVERY (2004)
 FA2818
 FA2818'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1392 ***********************************************************************
 EA1392  DESIGNATION -  BOUNDARY
 EA1392  PID         -  EA1392
 EA1392  STATE/COUNTY-  NC/CARTERET
 EA1392  USGS QUAD   -  SALTER PATH (1994)
 EA1392
 EA1392                         *CURRENT SURVEY CONTROL
 EA1392  ___________________________________________________________________
 EA1392* NAD 83(2001)-  34 42 50.59653(N)    076 59 04.54559(W)     ADJUSTED  
 EA1392* NAVD 88     -         7.638  (meters)      25.06   (feet)  ADJUSTED  
 EA1392  ___________________________________________________________________
 EA1392  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EA1392  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EA1392  DYNAMIC HT  -           7.631 (meters)      25.04  (feet)  COMP
 EA1392  MODELED GRAV-     979,700.7   (mgal)                       NAVD 88
 EA1392
 EA1392  HORZ ORDER  -  SECOND
 EA1392  VERT ORDER  -  SECOND    CLASS II
 EA1392
 EA1392.The horizontal coordinates were established by classical geodetic methods
 EA1392.and adjusted by the National Geodetic Survey in August 2005.
 EA1392
 EA1392.The orthometric height was determined by differential leveling
 EA1392.and adjusted in June 1991.
 EA1392
 EA1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1392
 EA1392.The geoid height was determined by GEOID03.
 EA1392
 EA1392.The dynamic height is computed by dividing the NAVD 88
 EA1392.geopotential number by the normal gravity value computed on the
 EA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1392.degrees latitude (g = 980.6199 gals.).
 EA1392
 EA1392.The modeled gravity was interpolated from observed gravity values.
 EA1392
 EA1392;                    North         East     Units Scale Factor Converg.
 EA1392;SPC NC       -   108,817.577   794,193.371   MT  0.99991633   +1 09 47.6
 EA1392;SPC NC       -   357,012.33  2,605,616.08   sFT  0.99991633   +1 09 47.6
 EA1392;UTM  18      - 3,843,126.421   318,261.718   MT  1.00000711   -1 07 49.8
 EA1392
 EA1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1392!SPC NC       -   1.00000465  x   0.99991633  =   0.99992098
 EA1392!UTM  18      -   1.00000465  x   1.00000711  =   1.00001176
 EA1392
 EA1392                          SUPERSEDED SURVEY CONTROL
 EA1392
 EA1392  NAD 83(1986)-  34 42 50.60806(N)    076 59 04.55610(W) AD(       ) 2
 EA1392  NAVD 88 (04/01/97)    7.64   (m)           25.1    (f) LEVELING    3  
 EA1392
 EA1392.Superseded values are not recommended for survey control.
 EA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1392.See file dsdata.txt to determine how the superseded data were derived.
 EA1392
 EA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1826243126(NAD 83)
 EA1392_MARKER: DE = TRAVERSE STATION DISK
 EA1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1392_SP_SET: CONCRETE POST
 EA1392_STAMPING: BOUNDARY 1981
 EA1392_MARK LOGO: NCGS  
 EA1392_PROJECTION: RECESSED 10 CENTIMETERS
 EA1392_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1392+STABILITY: SURFACE MOTION
 EA1392
 EA1392  HISTORY     - Date     Condition        Report By
 EA1392  HISTORY     - 1981     MONUMENTED       NCGS
 EA1392  HISTORY     - 1981     GOOD             NCGS
 EA1392  HISTORY     - 19820315 GOOD             NCGS
 EA1392  HISTORY     - 19860826 GOOD             USPSQD
 EA1392  HISTORY     - 19920505 MARK NOT FOUND   NCGS
 EA1392
 EA1392                          STATION DESCRIPTION
 EA1392
 EA1392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1392'7.9 MI ENE FROM SWANSBORO.
 EA1392'5.1 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 11.2
 EA1392'MILES WEST OF INTERSECTION WITH US 70, IN NORTH SHOULDER OF HIGHWAY,
 EA1392'AND 2.3 MILES WEST OF BRIDGE OVER BROAD CREEK, 21.0 FEET NORTH OF
 EA1392'CENTERLINE OF HIGHWAY, 81.7 FEET WEST OF PROLONGATION OF CENTERLINE OF
 EA1392'SMITH ACRES DRIVEWAY, 79.4 FEET NORTHWEST OF TELEPHONE POLE PEDESTAL
 EA1392'POST (57) WITH REFERENCE TAG, 68.3 FEET SOUTHWEST OF POWER POLE WITH
 EA1392'REFERENCE TAG AND 47.6 FEET SOUTHEAST OF A NATIONAL FOREST BOUNDARY
 EA1392'CORNER SIGN POST WITH REFERENCE TAG.
 EA1392'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1392
 EA1392                          STATION RECOVERY (1982)
 EA1392
 EA1392'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1392'RECOVERED AS DESCRIBED.
 EA1392
 EA1392                          STATION RECOVERY (1986)
 EA1392
 EA1392'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1392'RECOVERED IN GOOD CONDITION.
 EA1392
 EA1392                          STATION RECOVERY (1992)
 EA1392
 EA1392'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1392'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1877 ***********************************************************************
 FA1877  DESIGNATION -  BOUNDARY
 FA1877  PID         -  FA1877
 FA1877  STATE/COUNTY-  NC/MONTGOMERY
 FA1877  USGS QUAD   -  BADIN (1994)
 FA1877
 FA1877                         *CURRENT SURVEY CONTROL
 FA1877  ___________________________________________________________________
 FA1877* NAD 83(2001)-  35 26 09.11987(N)    080 01 08.82833(W)     ADJUSTED  
 FA1877* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 FA1877  ___________________________________________________________________
 FA1877  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 FA1877  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FA1877  HORZ ORDER  -  SECOND
 FA1877
 FA1877.The horizontal coordinates were established by classical geodetic methods
 FA1877.and adjusted by the National Geodetic Survey in August 2005.
 FA1877
 FA1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1877
 FA1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1877
 FA1877.The geoid height was determined by GEOID03.
 FA1877
 FA1877;                    North         East     Units Scale Factor Converg.
 FA1877;SPC NC       -   187,488.575   517,076.676   MT  0.99987773   -0 35 17.5
 FA1877;SPC NC       -   615,118.77  1,696,442.39   sFT  0.99987773   -0 35 17.5
 FA1877;UTM  17      - 3,921,822.637   589,031.233   MT  0.99969768   +0 34 07.5
 FA1877
 FA1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1877!SPC NC       -   0.99998367  x   0.99987773  =   0.99986140
 FA1877!UTM  17      -   0.99998367  x   0.99969768  =   0.99968135
 FA1877
 FA1877|---------------------------------------------------------------------|
 FA1877| PID    Reference Object                     Distance      Geod. Az  |
 FA1877|                                                           dddmmss.s |
 FA1877| FA1876 DEWEY                               217.649 METERS 17244     |
 FA1877| FA1878 MACEDONIA                           APPROX. 2.0 KM 3533043.4 |
 FA1877|---------------------------------------------------------------------|
 FA1877
 FA1877                          SUPERSEDED SURVEY CONTROL
 FA1877
 FA1877  NAD 83(1986)-  35 26 09.12649(N)    080 01 08.83797(W) AD(       ) 2
 FA1877  NAD 27      -  35 26 08.62367(N)    080 01 09.66271(W) AD(       ) 2
 FA1877  NGVD 29 (07/19/86)  134.7    (m)          442.     (f) VERT ANG    3  
 FA1877
 FA1877.Superseded values are not recommended for survey control.
 FA1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1877.See file dsdata.txt to determine how the superseded data were derived.
 FA1877
 FA1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8903121823(NAD 83)
 FA1877_MARKER: DE = TRAVERSE STATION DISK
 FA1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1877_STAMPING: BOUNDARY 1975
 FA1877_MARK LOGO: NCGS  
 FA1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1877+STABILITY: SURFACE MOTION
 FA1877
 FA1877  HISTORY     - Date     Condition        Report By
 FA1877  HISTORY     - 1975     MONUMENTED       NCGS
 FA1877
 FA1877                          STATION DESCRIPTION
 FA1877
 FA1877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 FA1877'BOUNDARY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1877'IN THE VICINITY OF TROY, NORTH CAROLINA.
 FA1877'
 FA1877'BOUNDARY IS LOCATED APPROXIMATELY 8.9 MILES NW OF TROY, AND 1.8
 FA1877'MILES NNW OF UWHARRIE COMMUNITY.  TO REACH STATION FROM INTERSECTION
 FA1877'OF SR 1150 WITH NC 109 AT UWHARRIE, PROCEED NORTHERLY ALONG NC
 FA1877'109 FOR 1.8 MILES TO STATION ON THE RIGHT AT THE SOUTH SIDE OF A
 FA1877'U.S. FOREST SERVICE PROPERTY LINE CROSSING NC 109, AND 0.05 MILE
 FA1877'NORTH OF THE INTERSECTION WITH SR 1153.  0.35 MILE NORTH OF
 FA1877'UWHARRIE RIVER BRIDGE.
 FA1877'
 FA1877'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1877'BOUNDARY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1877'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1877'
 FA1877'MARK IS 31.4 FT E OF C/L OF NC 109
 FA1877'
 FA1877'54.9 FT S OF C/L OF DIRT ROAD LEADING EAST
 FA1877'
 FA1877'26.2 FT WNW OF PP WITH ALUMINUM REF. TAG
 FA1877'
 FA1877'47.3 FT SSW OF PROPERTY BOUNDARY SIGN POST ON EAST SIDE OF NC 109
 FA1877'WITH ALUMINUM REF. TAG
 FA1877'
 FA1877'74.3 FT ESE OF PROPERTY BOUNDARY SIGN POST WITH ALUMINUM
 FA1877'REF. TAG, ON WEST SIDE OF NC 109
 FA1877'
 FA1877'118.0 FT NE OF 10 IN PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1589 ***********************************************************************
 FA1589  DESIGNATION -  BOUNDARY COR 1 DAV GUI RAN CO
 FA1589  PID         -  FA1589
 FA1589  STATE/COUNTY-  NC/DAVIDSON
 FA1589  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1589
 FA1589                         *CURRENT SURVEY CONTROL
 FA1589  ___________________________________________________________________
 FA1589* NAD 83(2001)-  35 55 14.39279(N)    080 02 49.12385(W)     ADJUSTED  
 FA1589* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 FA1589  ___________________________________________________________________
 FA1589  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FA1589  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA1589  HORZ ORDER  -  SECOND
 FA1589
 FA1589.The horizontal coordinates were established by classical geodetic methods
 FA1589.and adjusted by the National Geodetic Survey in August 2005.
 FA1589
 FA1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1589
 FA1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1589
 FA1589.The geoid height was determined by GEOID03.
 FA1589
 FA1589;                    North         East     Units Scale Factor Converg.
 FA1589;SPC NC       -   241,296.519   515,114.649   MT  0.99994062   -0 36 15.4
 FA1589;SPC NC       -   791,653.66  1,690,005.31   sFT  0.99994062   -0 36 15.4
 FA1589;UTM  17      - 3,975,568.594   585,980.726   MT  0.99969109   +0 33 32.9
 FA1589
 FA1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1589!SPC NC       -   0.99996319  x   0.99994062  =   0.99990382
 FA1589!UTM  17      -   0.99996319  x   0.99969109  =   0.99965430
 FA1589
 FA1589                          SUPERSEDED SURVEY CONTROL
 FA1589
 FA1589  NAD 83(1986)-  35 55 14.39917(N)    080 02 49.13274(W) AD(       ) 2
 FA1589  NAD 27      -  35 55 13.90009(N)    080 02 49.98932(W) AD(       ) 2
 FA1589  NGVD 29 (07/19/86)  265.9    (m)          872.     (f) VERT ANG    3  
 FA1589
 FA1589.Superseded values are not recommended for survey control.
 FA1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1589.See file dsdata.txt to determine how the superseded data were derived.
 FA1589
 FA1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8598175569(NAD 83)
 FA1589_MARKER: Z = SEE DESCRIPTION
 FA1589_SETTING: 0 = UNSPECIFIED SETTING
 FA1589_MARK LOGO: NCGS  
 FA1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1589
 FA1589  HISTORY     - Date     Condition        Report By
 FA1589  HISTORY     - 1962     MONUMENTED       NCGS
 FA1589
 FA1589                          STATION DESCRIPTION
 FA1589
 FA1589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA1589'STATION IS THE ORIGINAL COUNTY CORNER MARKER FOR DAVIDSON,
 FA1589'GUILFORD AND RANDOLPH COUNTIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5029 ***********************************************************************
 AJ5029  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5029  DESIGNATION -  BOUNDARY HOUSE NC SC
 AJ5029  PID         -  AJ5029
 AJ5029  STATE/COUNTY-  NC/BRUNSWICK
 AJ5029  USGS QUAD   -  CALABASH (1990)
 AJ5029
 AJ5029                         *CURRENT SURVEY CONTROL
 AJ5029  ___________________________________________________________________
 AJ5029* NAD 83(2007)-  33 52 53.92342(N)    078 34 35.51947(W)     ADJUSTED  
 AJ5029* NAVD 88     -         5.31   (meters)      17.4    (feet)  GPS OBS   
 AJ5029  ___________________________________________________________________
 AJ5029  EPOCH DATE  -        2002.00
 AJ5029  X           -   1,049,823.304 (meters)                     COMP
 AJ5029  Y           -  -5,195,559.916 (meters)                     COMP
 AJ5029  Z           -   3,535,538.655 (meters)                     COMP
 AJ5029  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AJ5029  ELLIP HEIGHT-         -29.935 (meters)          (04/30/08) ADJUSTED
 AJ5029  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 AJ5029  HORZ ORDER  -  FIRST
 AJ5029  ELLP ORDER  -  FOURTH    CLASS I
 AJ5029
 AJ5029.The horizontal coordinates were established by GPS observations
 AJ5029.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 AJ5029
 AJ5029.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5029.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5029.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5029.The epoch date for horizontal control is a decimal equivalence
 AJ5029.of Year/Month/Day.
 AJ5029
 AJ5029.The orthometric height was determined by GPS observations and a
 AJ5029.high-resolution geoid model.
 AJ5029.The orthometric height was determined by GPS observations and a
 AJ5029.high-resolution geoid model using precise GPS observation and
 AJ5029.processing techniques.
 AJ5029
 AJ5029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5029
 AJ5029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5029
 AJ5029.The ellipsoidal height was determined by GPS observations
 AJ5029.and is referenced to NAD 83.
 AJ5029
 AJ5029.The geoid height was determined by GEOID03.
 AJ5029
 AJ5029;                    North         East     Units Scale Factor Converg.
 AJ5029;SPC NC       -    14,688.237   648,783.264   MT  1.00015565   +0 14 39.9
 AJ5029;SPC NC       -    48,189.66  2,128,549.76   sFT  1.00015565   +0 14 39.9
 AJ5029;UTM  17      - 3,751,676.701   724,137.312   MT  1.00021935   +1 21 05.7
 AJ5029
 AJ5029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5029!SPC NC       -   1.00000470  x   1.00015565  =   1.00016035
 AJ5029!UTM  17      -   1.00000470  x   1.00021935  =   1.00022405
 AJ5029
 AJ5029:                Primary Azimuth Mark                     Grid Az
 AJ5029:SPC NC       -  BOUNDARY MON MILE 2 NC SC                135 25 27.9
 AJ5029:UTM  17      -  BOUNDARY MON MILE 2 NC SC                134 19 02.1
 AJ5029
 AJ5029|---------------------------------------------------------------------|
 AJ5029| PID    Reference Object                     Distance      Geod. Az  |
 AJ5029|                                                           dddmmss.s |
 AJ5029| AJ5028 BOUNDARY MON MILE 2 NC SC           APPROX. 1.2 KM 1354007.8 |
 AJ5029|---------------------------------------------------------------------|
 AJ5029
 AJ5029                          SUPERSEDED SURVEY CONTROL
 AJ5029
 AJ5029  NAD 83(2007)-  33 52 53.92347(N)    078 34 35.51933(W) AD(       ) 0
 AJ5029  ELLIP H (02/10/07)  -29.917  (m)                       GP(       )    
 AJ5029  NAD 83(2001)-  33 52 53.92367(N)    078 34 35.51895(W) AD(       ) 1
 AJ5029  ELLIP H (03/13/03)  -29.910  (m)                       GP(       ) 4 2
 AJ5029  NAD 83(1986)-  33 52 53.93223(N)    078 34 35.52639(W) AD(       ) 1
 AJ5029
 AJ5029.Superseded values are not recommended for survey control.
 AJ5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5029.See file dsdata.txt to determine how the superseded data were derived.
 AJ5029
 AJ5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2413751677(NAD 83)
 AJ5029_MARKER: V = STONE MONUMENT
 AJ5029_SETTING: 0 = UNSPECIFIED SETTING
 AJ5029_STAMPING: NC SC BOUNDARY HOUSE
 AJ5029_MARK LOGO: CGS   
 AJ5029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5029+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AJ5029
 AJ5029  HISTORY     - Date     Condition        Report By
 AJ5029  HISTORY     - 1934     MONUMENTED       CGS
 AJ5029  HISTORY     - 20000531 GOOD             NCGS
 AJ5029  HISTORY     - 20040719 MARK NOT FOUND   USPSQD
 AJ5029  HISTORY     - 20051031 GOOD             USPSQD
 AJ5029  HISTORY     - 20080418 GOOD             SCGS
 AJ5029
 AJ5029                          STATION DESCRIPTION
 AJ5029
 AJ5029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5029'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) SOUTHWEST OF CALABASH AND 4.1
 AJ5029'MI (6.6 KM) WEST-NORTHWEST OF SUNSET BEACH, AT THE MARSH HARBOUR GOLF
 AJ5029'LINKS. PROCEED ALONG NC 179 (BEACH DRIVE) 0.25 MI (0.40 KM) WEST FROM
 AJ5029'THE POST OFFICE IN CALABASH TO MARSH HARBOUR ROAD, THENCE SOUTH ALONG
 AJ5029'MARSH HARBOUR ROAD 0.8 MI (1.3 KM) TO THE CLUB HOUSE AND STATION AT
 AJ5029'THE TENTH TEE, ABOUT 300-FEET NORTHWEST OF THE CLUB HOUSE. MARK IS
 AJ5029'ABOUT 3 FEET (0.9 M) HIGHER THAN THE PARKING LOT AND PROJECTS 48
 AJ5029'INCHES ABOVE THE GROUND. LOCATED 174.3 FT (53.1 M) NORTH OF THE
 AJ5029'CENTERLINE OF MARSH HARBOUR ROAD, ABOUT 59- FEET WEST OF THE CENTER OF
 AJ5029'A PAVED GOLF PATH, AND 55.1 FT (16.8 M) SOUTHWEST OF A METAL BALL
 AJ5029'WASHER POST.
 AJ5029
 AJ5029                          STATION RECOVERY (2004)
 AJ5029
 AJ5029'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJR)
 AJ5029'GOLF LINKS ARE CLOSED.  GATE IS LOCKED.
 AJ5029
 AJ5029                          STATION RECOVERY (2005)
 AJ5029
 AJ5029'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5029'RECOVERED IN GOOD CONDITION.
 AJ5029
 AJ5029                          STATION RECOVERY (2008)
 AJ5029
 AJ5029'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AJ5029'STATION IS LOCATED 1.2 MI (1.9 KM) SOUTH OF CALABASH, 2.3 MI (3.7 KM)
 AJ5029'EAST-NORTHEAST OF LITTLE RIVER.  OWNERSHIP--UNKNOWN.  TO REACH THE
 AJ5029'STATION FROM THE FORK JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY
 AJ5029'179 (MARSH HARBOR SW), 1.0 MILE EAST-NORTHEAST OF LITTLE RIVER, GO
 AJ5029'EAST NORTHEAST ON HIGHWAY 179 FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF
 AJ5029'COUNTRY CLUB ROAD LEFT, MARSH HARBOR SE AHEAD AND BEACH DRIVE SW
 AJ5029'RIGHT, TURN RIGHT ON BEACH DRIVE SW FOR.01 MILE TO A SAND ROAD
 AJ5029'(BOUNDARY DRIVE SW) AND AN ASPHALT GATED ROAD AHEAD, AFTER GAINING
 AJ5029'ACCESS AND PERMISSION, PROCEED AHEAD ON THE ASPHALT ROAD THROUGH AN
 AJ5029'ABANDONED GOLF COURSE FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT
 AJ5029'NEAR THE TEE-BOX FOR THE FIRST GOLF HOLE ACROSS THE PAVED ROAD FROM
 AJ5029'THE CLUBHOUSE.   STATION IS THE CENTER OF A PK NAIL EPOXIED IN A DRILL
 AJ5029'HOLE IN THE TOP OF AN 8-INCH (20 CM) SQUARE GRANITE POST PROJECTING 4
 AJ5029'FEET. NOTE-STATE BOUNDARY MONUMENT HAS ENGRAVED N.C.  ON THE NORTHEAST
 AJ5029'FACE, S.C.  ON THE SOUTHWEST FACE AND BOUNDARY HOUSE ON THE NORTH
 AJ5029'FACE.   THIS IS A NORTH CAROLINA/SOUTH CAROLINA STATE LINE BOUNDARY
 AJ5029'MONUMENT SET BY THE STATE BOUNDARY COMMISSION IN 1928.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8931 ***********************************************************************
 AF8931  DESIGNATION -  BOUNDARY LINE MON 1 BEAUFORT MARTIN CO
 AF8931  PID         -  AF8931
 AF8931  STATE/COUNTY-  NC/BEAUFORT
 AF8931  USGS QUAD   -  FARMLIFE (1978)
 AF8931
 AF8931                         *CURRENT SURVEY CONTROL
 AF8931  ___________________________________________________________________
 AF8931* NAD 83(2007)-  35 39 31.85149(N)    076 59 09.03114(W)     ADJUSTED  
 AF8931* NAVD 88     -        14.2    (meters)      47.     (feet)  GPS OBS   
 AF8931  ___________________________________________________________________
 AF8931  EPOCH DATE  -        2002.00
 AF8931  X           -   1,168,326.380 (meters)                     COMP
 AF8931  Y           -  -5,054,878.468 (meters)                     COMP
 AF8931  Z           -   3,697,488.997 (meters)                     COMP
 AF8931  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AF8931  ELLIP HEIGHT-         -22.342 (meters)          (02/10/07) ADJUSTED
 AF8931  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 AF8931
 AF8931  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8931  Type    PID    Designation                      North   East  Ellip
 AF8931  -------------------------------------------------------------------
 AF8931  NETWORK AF8931 BOUNDARY LINE MON 1 BEAUFORT M    5.37   4.55  20.54
 AF8931  -------------------------------------------------------------------
 AF8931
 AF8931.The horizontal coordinates were established by GPS observations
 AF8931.and adjusted by the National Geodetic Survey in February 2007.
 AF8931
 AF8931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8931.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8931.The horizontal coordinates are valid at the epoch date displayed above.
 AF8931.The epoch date for horizontal control is a decimal equivalence
 AF8931.of Year/Month/Day.
 AF8931
 AF8931.The orthometric height was determined by GPS observations and a
 AF8931.high-resolution geoid model.
 AF8931
 AF8931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8931
 AF8931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8931
 AF8931.The ellipsoidal height was determined by GPS observations
 AF8931.and is referenced to NAD 83.
 AF8931
 AF8931.The geoid height was determined by GEOID03.
 AF8931
 AF8931;                    North         East     Units Scale Factor Converg.
 AF8931;SPC NC       -   213,600.703   791,952.913   MT  0.99989776   +1 09 45.0
 AF8931;SPC NC       -   700,788.31  2,598,265.52   sFT  0.99989776   +1 09 45.0
 AF8931;UTM  18      - 3,947,927.184   320,241.475   MT  0.99999820   -1 09 28.7
 AF8931
 AF8931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8931!SPC NC       -   1.00000351  x   0.99989776  =   0.99990127
 AF8931!UTM  18      -   1.00000351  x   0.99999820  =   1.00000171
 AF8931
 AF8931                          SUPERSEDED SURVEY CONTROL
 AF8931
 AF8931  NAD 83(2001)-  35 39 31.85190(N)    076 59 09.03064(W) AD(       ) 1
 AF8931  ELLIP H (03/13/03)  -22.341  (m)                       GP(       ) 4 2
 AF8931  NAD 83(1986)-  35 39 31.86268(N)    076 59 09.04173(W) AD(       ) 1
 AF8931
 AF8931.Superseded values are not recommended for survey control.
 AF8931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8931.See file dsdata.txt to determine how the superseded data were derived.
 AF8931
 AF8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2024147927(NAD 83)
 AF8931_MARKER: DU = BOUNDARY MARKER
 AF8931_SETTING: 0 = UNSPECIFIED SETTING
 AF8931_STAMPING: B 1938 M 1938
 AF8931_MARK LOGO: NC-013
 AF8931_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8931+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 AF8931
 AF8931  HISTORY     - Date     Condition        Report By
 AF8931  HISTORY     - 1938     MONUMENTED       NC-013
 AF8931  HISTORY     - 19920130 GOOD             NCGS
 AF8931
 AF8931                          STATION DESCRIPTION
 AF8931
 AF8931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AF8931'STATION IS LOCATED ON THE BEAUFORT-MARTIN COUNTY LINE. PROCEED ALONG
 AF8931'NC 171 FOR 4.7 MI (7.6 KM) NORTHEAST FROM US 17, THENCE SOUTHEAST
 AF8931'ALONG FIRE TOWER ROAD (DIRT) FOR 1.6 MI (2.6 KM) TO A GRANITE COUNTY
 AF8931'LINE MONUMENT, ON THE RIGHT.$MARK PROJECTS 3-FEET ABOVE GROUND AND IS
 AF8931'LEVEL WITH ROAD. LOCATED 1310.7 FT (399.5 M) SOUTH OF THE CENTERLINE
 AF8931'OF FIRE TOWER ROAD, 4.3 FT (1.3 M) NORTH OF A WITNESS POST, 2.7 FT
 AF8931'(0.8 M) SOUTH OF A WITNESS POST--AND 17.0 FT (5.2 M) NORTHEAST OF A
 AF8931'6-INCH PINE, 22.8 FT (6.9 M) NORTHWEST OF A 6-INCH PINE, AND 9.7 FT
 AF8931'(3.0 M) SOUTHWEST OF A 4-INCH PINE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8957 ***********************************************************************
 AF8957  DESIGNATION -  BOUNDARY LINE MON 2 BEAUFORT MARTIN CO
 AF8957  PID         -  AF8957
 AF8957  STATE/COUNTY-  NC/BEAUFORT
 AF8957  USGS QUAD   -  FARMLIFE (1978)
 AF8957
 AF8957                         *CURRENT SURVEY CONTROL
 AF8957  ___________________________________________________________________
 AF8957* NAD 83(2001)-  35 40 50.48134(N)    076 56 11.13864(W)     ADJUSTED  
 AF8957* NAVD 88     -        14.8    (meters)      49.     (feet)  VERT ANG  
 AF8957  ___________________________________________________________________
 AF8957  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AF8957  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 AF8957  HORZ ORDER  -  SECOND
 AF8957
 AF8957.The horizontal coordinates were established by classical geodetic methods
 AF8957.and adjusted by the National Geodetic Survey in August 2005.
 AF8957
 AF8957.The orthometric height was determined by vertical angle observations.
 AF8957
 AF8957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8957
 AF8957.The geoid height was determined by GEOID03.
 AF8957
 AF8957;                    North         East     Units Scale Factor Converg.
 AF8957;SPC NC       -   216,115.211   796,375.655   MT  0.99990054   +1 11 27.7
 AF8957;SPC NC       -   709,037.99  2,612,775.79   sFT  0.99990054   +1 11 27.7
 AF8957;UTM  18      - 3,950,260.753   324,762.810   MT  0.99997842   -1 07 47.1
 AF8957
 AF8957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8957!SPC NC       -   1.00000341  x   0.99990054  =   0.99990395
 AF8957!UTM  18      -   1.00000341  x   0.99997842  =   0.99998183
 AF8957
 AF8957                          SUPERSEDED SURVEY CONTROL
 AF8957
 AF8957  NAD 83(1986)-  35 40 50.49206(N)    076 56 11.14964(W) AD(       ) 2
 AF8957
 AF8957.Superseded values are not recommended for survey control.
 AF8957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8957.See file dsdata.txt to determine how the superseded data were derived.
 AF8957
 AF8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2476350261(NAD 83)
 AF8957_MARKER: Z = SEE DESCRIPTION
 AF8957_SETTING: 0 = UNSPECIFIED SETTING
 AF8957_MARK LOGO: NCGS  
 AF8957_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8957
 AF8957  HISTORY     - Date     Condition        Report By
 AF8957  HISTORY     - 1982     MONUMENTED       NCGS
 AF8957  HISTORY     - 19920116 GOOD             NCGS
 AF8957
 AF8957                          STATION DESCRIPTION
 AF8957
 AF8957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AF8957'STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHWEST OF
 AF8957'JAMESVILLE AND 10.5 MI (16.9 KM) NORTHEAST OF WASHINGTON, AT THE
 AF8957'BEAUFORT/MARTIN COUNTY LINE.$PROCEED ALONG NC 171 FOR 4.0 MI (6.4 KM)
 AF8957'NORTHEAST FROM US 17 (NORTH OF WASHINGTON) TO THE COUNTY LINE,
 AF8957'CONTINUE NORTHEAST ALONG NC 171 FOR 4.15 MI (6.68 KM) TO SR 1541
 AF8957'(DIAMOND CITY ROAD), THENCE EAST-SOUTHEAST ALONG SR 1541 FOR 1.1 MI
 AF8957'(1.8 KM) TO THE END OF THE PAVEMENT AND SR 1538. CONTINUE STRAIGHT
 AF8957'AHEAD ON SR 1541 FOR 2.7 MI (4.3 KM) TO THE END OF SR 1541 AND THE J
 AF8957'AND W TRAM ROAD, THENCE SOUTHWEST (PASSING THRU A LOCKED GATE) ALONG J
 AF8957'AND W TRAM ROAD FOR 2.05 MI (3.30 KM) TO HARDISON ROAD AND THE
 AF8957'STATION, IN THE SOUTH QUADRANT, BEHIND A ROAD DITCH. MARK PROJECTS 28
 AF8957'INCHES ABOVE GROUND AND IS LEVEL WITH ROAD. LOCATED 31 FT (9.4 M)
 AF8957'SOUTHEAST OF THE CENTERLINE OF J AND W TRAM ROAD, 92 FT (28.0 M)
 AF8957'SOUTH-SOUTHWEST OF THE INTERSECTION OF J AND W TRAM WITH HARDISON
 AF8957'ROAD, 6 FT (1.8 M) SOUTHEAST OF THE CENTER OF THE DITCH ON THE
 AF8957'SOUTHEAST SIDE OF J AND W TRAM ROAD--AND 10.9 FT (3.3 M) NORTHWEST OF
 AF8957'A 10-INCH PINE, 20.9 FT (6.4 M) NORTH OF A 20-INCH PINE--BOTH WITH
 AF8957'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8950 ***********************************************************************
 AF8950  DESIGNATION -  BOUNDARY LINE MON 3 BEAUFORT MARTIN CO
 AF8950  PID         -  AF8950
 AF8950  STATE/COUNTY-  NC/BEAUFORT
 AF8950  USGS QUAD   -  FARMLIFE (1978)
 AF8950
 AF8950                         *CURRENT SURVEY CONTROL
 AF8950  ___________________________________________________________________
 AF8950* NAD 83(2001)-  35 41 08.52323(N)    076 55 30.29877(W)     ADJUSTED  
 AF8950* NAVD 88     -        15.5    (meters)      51.     (feet)  H LEVEL   
 AF8950  ___________________________________________________________________
 AF8950  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AF8950  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 AF8950  HORZ ORDER  -  SECOND
 AF8950
 AF8950.The horizontal coordinates were established by classical geodetic methods
 AF8950.and adjusted by the National Geodetic Survey in August 2005.
 AF8950
 AF8950.The orthometric height was determined by differential leveling
 AF8950.between control points not connected to bench marks.
 AF8950
 AF8950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8950
 AF8950.The geoid height was determined by GEOID03.
 AF8950
 AF8950;                    North         East     Units Scale Factor Converg.
 AF8950;SPC NC       -   216,692.494   797,390.671   MT  0.99990119   +1 11 51.3
 AF8950;SPC NC       -   710,931.96  2,616,105.89   sFT  0.99990119   +1 11 51.3
 AF8950;UTM  18      - 3,950,796.500   325,800.448   MT  0.99997395   -1 07 23.7
 AF8950
 AF8950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8950!SPC NC       -   1.00000331  x   0.99990119  =   0.99990450
 AF8950!UTM  18      -   1.00000331  x   0.99997395  =   0.99997726
 AF8950
 AF8950                          SUPERSEDED SURVEY CONTROL
 AF8950
 AF8950  NAD 83(1986)-  35 41 08.53405(N)    076 55 30.30982(W) AD(       ) 2
 AF8950
 AF8950.Superseded values are not recommended for survey control.
 AF8950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8950.See file dsdata.txt to determine how the superseded data were derived.
 AF8950
 AF8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2580050797(NAD 83)
 AF8950_MARKER: DU = BOUNDARY MARKER
 AF8950_SETTING: 0 = UNSPECIFIED SETTING
 AF8950_MARK LOGO: NC-013
 AF8950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8950+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1991
 AF8950
 AF8950  HISTORY     - Date     Condition        Report By
 AF8950  HISTORY     - 1938     MONUMENTED       NC-013
 AF8950  HISTORY     - 19911005 GOOD             NCGS
 AF8950
 AF8950                          STATION DESCRIPTION
 AF8950
 AF8950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AF8950'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF PINETOWN AND 9.0
 AF8950'MI (14.5 KM) SOUTHEAST OF JAMESVILLE.$PROCEED ALONG SR 1508 FOR 0.40
 AF8950'MI (0.64 KM) NORTH FROM THE POST OFFICE (IN PINETOWN), THENCE WEST FOR
 AF8950'0.7 MI (1.1 KM) ALONG SR 1530 (BASELINE ROAD), THENCE NORTH ALONG BOYD
 AF8950'ROAD FOR 6.3 MI (10.1 KM) TO THE GRANITE COUNTY LINE MONUMENT ON THE
 AF8950'NORTHEAST SIDE OF ROAD, 0.35 MI (0.56 KM) SOUTHEAST OF JW TRAM
 AF8950'ROAD. GRANITE MONUMENT IS 12-INCH X 12-INCH, PROJECTS 36 INCHES ABOVE
 AF8950'GROUND, AND IS LEVEL WITH ROAD. IT IS INSCRIBED M-1938 ON THE
 AF8950'NORTHWEST SIDE AND B-1938 ON THE SOUTHEAST SIDE. LOCATED 27.0 FT (8.2
 AF8950'M) NORTHEAST OF THE CENTERLINE OF BOYD ROAD, 2.9 FT (0.9 M) NORTHWEST
 AF8950'OF A WITNESS POST, AND 3.0 FT (0.9 M) SOUTH OF A 16-INCH PINE WITH A
 AF8950'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5625 ***********************************************************************
 DF5625  DESIGNATION -  BOUNDARY MARK LDC 130 NC VA
 DF5625  PID         -  DF5625
 DF5625  STATE/COUNTY-  NC/CAMDEN
 DF5625  USGS QUAD   -  LAKE DRUMMOND (1977)
 DF5625
 DF5625                         *CURRENT SURVEY CONTROL
 DF5625  ___________________________________________________________________
 DF5625* NAD 83(1986)-  36 33 02.15048(N)    076 22 36.60776(W)     ADJUSTED  
 DF5625* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 DF5625  ___________________________________________________________________
 DF5625  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 DF5625  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 DF5625  HORZ ORDER  -  THIRD
 DF5625
 DF5625.The horizontal coordinates were established by classical geodetic methods
 DF5625.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 DF5625
 DF5625.The orthometric height was scaled from a topographic map.
 DF5625
 DF5625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5625
 DF5625.The geoid height was determined by GEOID03.
 DF5625
 DF5625;                    North         East     Units Scale Factor Converg.
 DF5625;SPC NC       -   313,802.703   844,463.574   MT  1.00012981   +1 30 50.4
 DF5625;SPC NC       - 1,029,534.37  2,770,544.24   sFT  1.00012981   +1 30 50.4
 DF5625;UTM  18      - 4,045,902.395   376,773.926   MT  0.99978708   -0 49 12.2
 DF5625
 DF5625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5625!SPC NC       -   1.00000488  x   1.00012981  =   1.00013469
 DF5625!UTM  18      -   1.00000488  x   0.99978708  =   0.99979196
 DF5625
 DF5625                          SUPERSEDED SURVEY CONTROL
 DF5625
 DF5625.No superseded survey control is available for this station.
 DF5625
 DF5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7677445902(NAD 83)
 DF5625_MARKER: DU = BOUNDARY MARKER
 DF5625_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF5625+WITH SETTING: INFORMATION.
 DF5625_STAMPING: LDC 130
 DF5625_MARK LOGO: USE   
 DF5625_PROJECTION: FLUSH
 DF5625_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5625+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DF5625_ROD/PIPE-DEPTH: 2    meters
 DF5625
 DF5625  HISTORY     - Date     Condition        Report By
 DF5625  HISTORY     - 1930     MONUMENTED       USE
 DF5625  HISTORY     - 1995     GOOD             NCGS
 DF5625
 DF5625                          STATION DESCRIPTION
 DF5625
 DF5625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995
 DF5625'STATION IS LOCATED ABOUT 19.3 MI (31.1 KM) NORTHWEST OF CAMDEN AND 6.3
 DF5625'MI (10.1 KM) NORTH OF HORSESHOE.  ALONG US 17 FOR 7.95 MI (12.79 KM)
 DF5625'NORTH FROM THE CANAL BRIDGE, IN SOUTH MILLS, ON THE LEFT.  MARK IS
 DF5625'LOCATED 54.5 FT (16.6 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DF5625'LANES OF US 17, 30.6 FT (9.3 M) WEST-NORTHWEST OF STATION DRUMMOND
 DF5625'1933 1979, 0.6 FT (18.3 CM) WEST OF A BOUNDARY WITNESS POST, 2.3 FT
 DF5625'(0.7 M) NORTH OF A METAL WITNESS POST AND 10.2 FT (3.1 M)
 DF5625'WEST-NORTHWEST OF NC/VA BOUNDARY MONUMENT NO 11 RESET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2088 ***********************************************************************
 EY2088  DESIGNATION -  BOUNDARY MARKER POST BEAUFORT MARTIN CO
 EY2088  PID         -  EY2088
 EY2088  STATE/COUNTY-  NC/BEAUFORT
 EY2088  USGS QUAD   -  OLD FORD (1979)
 EY2088
 EY2088                         *CURRENT SURVEY CONTROL
 EY2088  ___________________________________________________________________
 EY2088* NAD 83(2001)-  35 41 37.37507(N)    077 03 59.36187(W)     ADJUSTED  
 EY2088* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 EY2088  ___________________________________________________________________
 EY2088  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EY2088  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 EY2088  HORZ ORDER  -  THIRD
 EY2088
 EY2088.The horizontal coordinates were established by classical geodetic methods
 EY2088.and adjusted by the National Geodetic Survey in August 2005.
 EY2088
 EY2088.The orthometric height was scaled from a topographic map.
 EY2088
 EY2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2088
 EY2088.The geoid height was determined by GEOID03.
 EY2088
 EY2088;                    North         East     Units Scale Factor Converg.
 EY2088;SPC NC       -   217,323.077   784,577.106   MT  0.99990226   +1 06 57.5
 EY2088;SPC NC       -   713,000.80  2,574,066.72   sFT  0.99990226   +1 06 57.5
 EY2088;UTM  18      - 3,951,945.699   313,021.659   MT  1.00003083   -1 12 21.8
 EY2088
 EY2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2088!SPC NC       -   1.00000339  x   0.99990226  =   0.99990565
 EY2088!UTM  18      -   1.00000339  x   1.00003083  =   1.00003422
 EY2088
 EY2088                          SUPERSEDED SURVEY CONTROL
 EY2088
 EY2088  NAD 83(1986)-  35 41 37.38455(N)    077 03 59.37319(W) AD(       ) 4
 EY2088  NAD 27      -  35 41 36.80500(N)    077 04 00.53400(W) AD(       ) 3
 EY2088
 EY2088.Superseded values are not recommended for survey control.
 EY2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2088.See file dsdata.txt to determine how the superseded data were derived.
 EY2088
 EY2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1302251946(NAD 83)
 EY2088_MARK LOGO: NC-013
 EY2088
 EY2088  HISTORY     - Date     Condition        Report By
 EY2088  HISTORY     - UNK      MONUMENTED
 EY2088  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY2088
 EY2088                          STATION DESCRIPTION
 EY2088
 EY2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2088'THIS MARKER POST HAS BEEN DESTROYED AND A NEW GRANITE BOUNDARY MARKER
 EY2088'HAS BEEN SET 4.60 METERS (15.1 FEET) S 74 DEG 15 MIN W FROM
 EY2088'WOOLARD 1931. THE ORIGINAL STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1570 ***********************************************************************
 FB1570  DESIGNATION -  BOUNDARY MARKER Q 1 B
 FB1570  PID         -  FB1570
 FB1570  STATE/COUNTY-  NC/JACKSON
 FB1570  USGS QUAD   -  SYLVA NORTH (1978)
 FB1570
 FB1570                         *CURRENT SURVEY CONTROL
 FB1570  ___________________________________________________________________
 FB1570* NAD 83(1986)-  35 29 44.     (N)    083 09 23.     (W)     SCALED    
 FB1570* NAVD 88     -      1324.25   (+/-2cm)    4344.6    (feet)  VERTCON   
 FB1570  ___________________________________________________________________
 FB1570  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB1570  VERT ORDER  -  ? (See Below)
 FB1570
 FB1570.The horizontal coordinates were scaled from a topographic map and have
 FB1570.an estimated accuracy of +/- 6 seconds.
 FB1570
 FB1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1570.The vertical order pertains to the NGVD 29 superseded value.
 FB1570
 FB1570.The geoid height was determined by GEOID03.
 FB1570
 FB1570;                    North         East    Units  Estimated Accuracy
 FB1570;SPC NC       -   201,530.      232,630.      MT  (+/- 180 meters Scaled)
 FB1570
 FB1570                          SUPERSEDED SURVEY CONTROL
 FB1570
 FB1570  NGVD 29 (??/??/92) 1324.214  (m)         4344.53   (f) ADJ UNCH    ?  
 FB1570
 FB1570.Superseded values are not recommended for survey control.
 FB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1570.See file dsdata.txt to determine how the superseded data were derived.
 FB1570
 FB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV044301(NAD 83)
 FB1570_MARKER: DD = SURVEY DISK
 FB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1570_STAMPING: INITIAL POINT QUALLA INDIAN BDY TEMPLE 1876 100 19
 FB1570_MARK LOGO: BLM   
 FB1570_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1570+STABILITY: SURFACE MOTION
 FB1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1570+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 FB1570
 FB1570  HISTORY     - Date     Condition        Report By
 FB1570  HISTORY     - UNK      MONUMENTED       BLM
 FB1570  HISTORY     - 1938     GOOD             CGS
 FB1570  HISTORY     - 20030804 GOOD             NCGS
 FB1570  HISTORY     - 20040507 GOOD             GEOCAC
 FB1570
 FB1570                          STATION DESCRIPTION
 FB1570
 FB1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 FB1570'AT SOCO GAP.
 FB1570'AT SOCO GAP, ON THE HAYWOOD-JACKSON COUNTY LINE, ON STATE
 FB1570'HIGHWAY 293, ON THE PROPERTY OF THE QUALLA INDIAN RESERVATION,
 FB1570'AT THE SUMMIT OF SOCO GAP, 100 FEET EAST OF THE JUNCTION OF A
 FB1570'T-ROAD LEADING SOUTHEAST, 60 FEET SOUTH OF A FENCE CORNER,
 FB1570'41.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A LOG CABIN,
 FB1570'26.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 FB1570'INTERSECTION OF A WIRE FENCE AND A PICKET FENCE, AND 6 FEET
 FB1570'SOUTHEAST OF THE CORNER OF THE PICKET FENCE.  A UNITED STATES
 FB1570'GENERAL LAND OFFICE STANDARD DISK, SET IN THE TOP OF A LARGE
 FB1570'POST 30 INCHES AT THE BASE AND 14 INCHES AT THE TOP AND PROJECTING
 FB1570'4 FEET ABOVE GROUND.
 FB1570
 FB1570                          STATION RECOVERY (2003)
 FB1570
 FB1570'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FB1570'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS.
 FB1570' 
 FB1570'MARK IS ABOUT 1-FOOT HIGHER THAN US 19 AND PROJECTS 42-INCHES ABOVE
 FB1570'THE GROUND.  LOCATED 28.0 FT (8.5 M) SOUTHEAST OF THE CENTERLINE OF US
 FB1570'19, 2.8 FT (0.9 M) SOUTHEAST OF THE QUALLA BOUNDARY HISTORICAL SIGN
 FB1570'AND 25.5 FT (7.8 M) NORTH OF A 20-INCH (51 CM) SPRUCE WITH REFERENCE
 FB1570'TAG.
 FB1570
 FB1570                          STATION RECOVERY (2004)
 FB1570
 FB1570'RECOVERY NOTE BY GEOCACHING 2004 (MFK)
 FB1570'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS
 FB1570' 
 FB1570'THE BOUNDARY MONUMENT WITH MARK AS ORIGINALLY DESCRIBED IS LOCATED...
 FB1570' 
 FB1570' 
 FB1570'ON US-19 AT SOCO GAP, 8 MILES WSW OF DELLWOOD, 12 MILES ENE OF
 FB1570'CHEROKEE, IN THE ROAD SHOULDER ON THE SOUTHEAST SIDE OF THE HIGHWAY,
 FB1570'JUST SOUTHWEST OF THE BLUE RIDGE PARKWAY OVERPASS MILE MARK 455.7,
 FB1570'ACROSS FROM THE INTERSECTION OF AN ACCESS ROAD TO THE PARKWAY AND AT A
 FB1570'CORNER OF THE CHEROKEE INDIAN RESERVATION BOUNDARY WHERE IT JUNCTIONS
 FB1570'WITH THE HAYWOOD-JACKSON CO. LINE.
 FB1570' 
 FB1570'THE CONCRETE MONUMENT WITH MARK ON TOP SITS ADJACENT TO A STATE
 FB1570'HISTORICAL MARKER COMMEMORATING THE LOCATION AS THE ORIGINAL SURVEY
 FB1570'POINT OF THE RESERVATION BOUNDARY AND A NC/DOT SIGN DENOTING THE
 FB1570'COUNTY LINE BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5026 ***********************************************************************
 AJ5026  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5026  DESIGNATION -  BOUNDARY MON 1 GRANITE NC SC
 AJ5026  PID         -  AJ5026
 AJ5026  STATE/COUNTY-  NC/BRUNSWICK
 AJ5026  USGS QUAD   -  LITTLE RIVER (1990)
 AJ5026
 AJ5026                         *CURRENT SURVEY CONTROL
 AJ5026  ___________________________________________________________________
 AJ5026* NAD 83(2007)-  33 51 37.07415(N)    078 33 05.21837(W)     ADJUSTED  
 AJ5026* NAVD 88     -         1.79   (meters)       5.9    (feet)  GPS OBS   
 AJ5026  ___________________________________________________________________
 AJ5026  EPOCH DATE  -        2002.00
 AJ5026  X           -   1,052,359.118 (meters)                     COMP
 AJ5026  Y           -  -5,196,390.268 (meters)                     COMP
 AJ5026  Z           -   3,533,570.681 (meters)                     COMP
 AJ5026  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AJ5026  ELLIP HEIGHT-         -33.527 (meters)          (04/30/08) ADJUSTED
 AJ5026  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 AJ5026  HORZ ORDER  -  FIRST
 AJ5026  ELLP ORDER  -  FOURTH    CLASS I
 AJ5026
 AJ5026.The horizontal coordinates were established by GPS observations
 AJ5026.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 AJ5026
 AJ5026.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5026.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5026.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5026.The epoch date for horizontal control is a decimal equivalence
 AJ5026.of Year/Month/Day.
 AJ5026
 AJ5026.The orthometric height was determined by GPS observations and a
 AJ5026.high-resolution geoid model.
 AJ5026.The orthometric height was determined by GPS observations and a
 AJ5026.high-resolution geoid model using precise GPS observation and
 AJ5026.processing techniques.
 AJ5026
 AJ5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5026
 AJ5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5026
 AJ5026.The ellipsoidal height was determined by GPS observations
 AJ5026.and is referenced to NAD 83.
 AJ5026
 AJ5026.The geoid height was determined by GEOID03.
 AJ5026
 AJ5026;                    North         East     Units Scale Factor Converg.
 AJ5026;SPC NC       -    12,330.263   651,114.859   MT  1.00016451   +0 15 32.0
 AJ5026;SPC NC       -    40,453.54  2,136,199.33   sFT  1.00016451   +0 15 32.0
 AJ5026;UTM  17      - 3,749,364.043   726,514.166   MT  1.00023256   +1 21 53.4
 AJ5026
 AJ5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5026!SPC NC       -   1.00000526  x   1.00016451  =   1.00016977
 AJ5026!UTM  17      -   1.00000526  x   1.00023256  =   1.00023782
 AJ5026
 AJ5026:                Primary Azimuth Mark                     Grid Az
 AJ5026:SPC NC       -  BOUNDARY MON 2 GRANITE NC SC             315 19 00.3
 AJ5026:UTM  17      -  BOUNDARY MON 2 GRANITE NC SC             314 12 38.9
 AJ5026
 AJ5026|---------------------------------------------------------------------|
 AJ5026| PID    Reference Object                     Distance      Geod. Az  |
 AJ5026|                                                           dddmmss.s |
 AJ5026| AJ5027 BOUNDARY MON 2 GRANITE NC SC        APPROX. 0.6 KM 3153432.3 |
 AJ5026|---------------------------------------------------------------------|
 AJ5026
 AJ5026                          SUPERSEDED SURVEY CONTROL
 AJ5026
 AJ5026  NAD 83(2007)-  33 51 37.07405(N)    078 33 05.21857(W) AD(       ) 0
 AJ5026  ELLIP H (02/10/07)  -33.591  (m)                       GP(       )    
 AJ5026  NAD 83(2001)-  33 51 37.07426(N)    078 33 05.21825(W) AD(       ) 1
 AJ5026  ELLIP H (03/13/03)  -33.575  (m)                       GP(       ) 4 2
 AJ5026  NAD 83(1986)-  33 51 37.08280(N)    078 33 05.22574(W) AD(       ) 1
 AJ5026
 AJ5026.Superseded values are not recommended for survey control.
 AJ5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5026.See file dsdata.txt to determine how the superseded data were derived.
 AJ5026
 AJ5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2651449364(NAD 83)
 AJ5026_MARKER: V = STONE MONUMENT
 AJ5026_SETTING: 0 = UNSPECIFIED SETTING
 AJ5026_MARK LOGO: CGS   
 AJ5026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5026+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 AJ5026
 AJ5026  HISTORY     - Date     Condition        Report By
 AJ5026  HISTORY     - 1934     MONUMENTED       CGS
 AJ5026  HISTORY     - 20000322 GOOD             NCGS
 AJ5026  HISTORY     - 20080115 GOOD             SCGS
 AJ5026
 AJ5026                          STATION DESCRIPTION
 AJ5026
 AJ5026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5026'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF LITTLE RIVER, SOUTH
 AJ5026'CAROLINA AND 2.5 MI (4.0 KM) WEST OF SUNSET BEACH, NORTH CAROLINA, AND
 AJ5026'ON GOAT ISLAND.  ALONG A SANDY RIDGE ABOVE THE SHORELINE ON THE WEST
 AJ5026'SIDE OF THE MOUTH OF CLAYTON CREEK, AS IT OPENS INTO THE LITTLE RIVER
 AJ5026'BAY.  MARK IS AN 8-INCH SQUARE GRANITE MONUMENT PROJECTING ONE FOOT
 AJ5026'ABOVE GROUND AND HAS--NC--CUT ON ITS NORTHEAST FACE AND--SC--CUT ON
 AJ5026'ITS SOUTHWEST FACE.  LOCATED 121.8 FT (37.1 M) NORTHWEST OF C.O.E.
 AJ5026'STATION --RR--MAIN CH, 102.7 FT (31.3 M) SOUTHEAST OF C.O.E.
 AJ5026'STATION--CENTERLINE MAIN CH--, 227.5 FT (69.3 M) EAST-NORTHEAST OF
 AJ5026'C.O.E.  STATION--LR MAIN CH-- AND 209.5 FT (63.9 M) EAST-NORTHEAST OF
 AJ5026'C.O.E.  STATION --1799.75 499.71-OFF--, WITH METAL WITNESS POST.
 AJ5026
 AJ5026                          STATION RECOVERY (2008)
 AJ5026
 AJ5026'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AJ5026'STATION IS LOCATED ON GOAT ISLAND, ALONG A SANDY RIDGE ON THE WEST
 AJ5026'SIDE OF THE MOUTH OF CLAYTON CREEK AS IT OPENS INTO LITTLE RIVER BAY,
 AJ5026'3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF CALABASH, NC, 3.7 MI (6.0 KM)
 AJ5026'EAST-SOUTHEAST OF LITTLE RIVER.  OWNERSHIP-STATE OF NORTH CAROLINA.
 AJ5026'STATION IS THE CENTER OF A PK NAIL EPOXIED IN A DRILL HOLE IN THE
 AJ5026'CENTER OF AN 8-INCH (20 CM) SQUARE GRANITE POST PROJECTING 5.5 FOOT.
 AJ5026'RECOVERED BY J.B.  SMOAK.
 AJ5026' 
 AJ5026'NOTE-STATE BOUNDARY MONUMENT HAS ENGRAVED N.C.  ON THE NORTHEAST FACE
 AJ5026'AND S.C.  ON THE SOUTHWEST FACE OF THE BOUNDARY MONUMENT. NOTE-STATION
 AJ5026'IS INTERVISIBLE WITH SURVEY STATION BIRD ISLAND NC SC BOUNDARY.   THIS
 AJ5026'IS A NORTH CAROLINA/SOUTH CAROLINA STATE LINE BOUNDARY MONUMENT SET BY
 AJ5026'THE STATE BOUNDARY COMMISSION IN 1928.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5616 ***********************************************************************
 DF5616  DESIGNATION -  BOUNDARY MON 11 NC VA RESET
 DF5616  PID         -  DF5616
 DF5616  STATE/COUNTY-  NC/CAMDEN
 DF5616  USGS QUAD   -  LAKE DRUMMOND (1977)
 DF5616
 DF5616                         *CURRENT SURVEY CONTROL
 DF5616  ___________________________________________________________________
 DF5616* NAD 83(1986)-  36 33 02.15659(N)    076 22 36.49195(W)     ADJUSTED  
 DF5616* NAVD 88     -         6.9    (meters)      23.     (feet)  H LEVEL   
 DF5616  ___________________________________________________________________
 DF5616  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 DF5616  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 DF5616  HORZ ORDER  -  THIRD
 DF5616
 DF5616.The horizontal coordinates were established by classical geodetic methods
 DF5616.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 DF5616
 DF5616.The orthometric height was determined by differential leveling
 DF5616.between control points not connected to bench marks.
 DF5616
 DF5616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5616
 DF5616.The geoid height was determined by GEOID03.
 DF5616
 DF5616;                    North         East     Units Scale Factor Converg.
 DF5616;SPC NC       -   313,802.968   844,466.448   MT  1.00012982   +1 30 50.5
 DF5616;SPC NC       - 1,029,535.24  2,770,553.67   sFT  1.00012982   +1 30 50.5
 DF5616;UTM  18      - 4,045,902.542   376,776.808   MT  0.99978707   -0 49 12.1
 DF5616
 DF5616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5616!SPC NC       -   1.00000469  x   1.00012982  =   1.00013451
 DF5616!UTM  18      -   1.00000469  x   0.99978707  =   0.99979176
 DF5616
 DF5616                          SUPERSEDED SURVEY CONTROL
 DF5616
 DF5616.No superseded survey control is available for this station.
 DF5616
 DF5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7677745903(NAD 83)
 DF5616_MARKER: DU = BOUNDARY MARKER
 DF5616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5616_STAMPING: VA-NC 1887 LATITUDE 36 33 02 NO 11
 DF5616_MARK LOGO: NONE  
 DF5616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5616+STABILITY: SURFACE MOTION
 DF5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5616+SATELLITE: SATELLITE OBSERVATIONS - 1979
 DF5616
 DF5616  HISTORY     - Date     Condition        Report By
 DF5616  HISTORY     - 1979     MONUMENTED       NCDOT
 DF5616  HISTORY     - 19831101 GOOD             NGS
 DF5616
 DF5616                          STATION DESCRIPTION
 DF5616
 DF5616'DESCRIBED BY 
NC DOT 1979
 DF5616'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MARK HAS
 DF5616'BEEN RELOCATED FROM LAST RECOVERY.  MARK IS ABOUT LEVEL WITH US 17 AND
 DF5616'PROJECTS 3-FT ABOVE THE GROUND.  LOCATED 45.1 FT (13.7 M) WEST OF THE
 DF5616'CENTERLINE OF THE SOUTHBOUND LANES OF US 17, 21.1 FT (6.4 M) NORTHWEST
 DF5616'OF THE STATION---DRUMMOND 1933 1979---, 9.5 FT (2.9 M) EAST OF
 DF5616'DRUMMOND REFERENCE MARK NO 6, 10.2 FT (3.1 M) EAST-SOUTHEAST OF C.O.E.
 DF5616'BOUNDARY MARKER L.D.C.  130, 4.0 FT (1.2 M) EAST OF A CONCRETE
 DF5616'RIGHT-OF-WAY MONUMENT, 19 FT (5.8 M) EAST OF THE TOP OF THE EAST BANK
 DF5616'OF THE CANAL, AND APPROXIMATELY 23 FT (7.0 M) WEST OF THE ORIGINAL
 DF5616'POSITION.
 DF5616
 DF5616                          STATION RECOVERY (1983)
 DF5616
 DF5616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 DF5616'THIS MONUMENT WAS RESET ON THE VIRGINA-NORTH CAROLINA STATE LINE AT
 DF5616'THE REQUEST OF MR GEORGE E WELLS, MANAGER OF HIGHWAY DESIGN, NORTH
 DF5616'CAROLINA DEPARTMENT OF TRANSPORTATION, WHO INFORMED OF HIGHWAY
 DF5616'CONSTRUCTION IN THE IMMEDIATE AREA.  A COMPLETE DESCRIPTION FOLLOWS.
 DF5616'THE STATION IS LOCATED 12 KM (7.45 MI) NORTH OF SOUTH MILLE ON THE
 DF5616'NORTH CAROLINA-VIRGINIA STATE LINE.  TO REACH THE STATION FROM THE
 DF5616'BRIDGE OVER THE CANAL IN SOUTH MILLS, GO NORTH ON U.S HIGHWAY 17 FOR
 DF5616'12.8 KM (7.95 MI) TO THE MONUMENT ON THE LEFT.  THE STATION IS A NORTH
 DF5616'CAROLINA-VIRGINA GRANITE MONUMENT THAT IS 0.3 BY 1.85 METERS (6.07 FT)
 DF5616'AND IS INSCRIBED NO 11 ON THE EAST SIDE, VA ON THE NORTH SIDE, NC ON
 DF5616'THE SOUTH SIDE AND 1887 ON THE WEST SIDE.  THE STATION IS A STANDARD,
 DF5616'NC-VA--. SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 3 CM IN
 DF5616'DIAMETER, PROJECTING 90 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 DF5616'13.65 METERS (44.78 FT) WEST FROM THE CENTERLINE OF THE SOUTH-BOUND
 DF5616'LANE OF U.S HIGHWAY 17 AND ON THE NORTH CAROLINA- VIRGINA STATE
 DF5616'BOUNDARY, 6.5 METERS (21.3 FT) EAST FROM THE EAST EDGE OF CANAL, 5.0
 DF5616'METERS (16.4 FT) NORTH NORTHEAST FROM THE NORTH TRUNK OF A TWIN TRUNK
 DF5616'OAK TREE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4050 ***********************************************************************
 FX4050  DESIGNATION -  BOUNDARY MON 14 NC VA
 FX4050  PID         -  FX4050
 FX4050  STATE/COUNTY-  NC/GATES
 FX4050  USGS QUAD   -  CORAPEAKE (1977)
 FX4050
 FX4050                         *CURRENT SURVEY CONTROL
 FX4050  ___________________________________________________________________
 FX4050* NAD 83(2001)-  36 33 02.51112(N)    076 34 31.66207(W)     ADJUSTED  
 FX4050* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 FX4050  ___________________________________________________________________
 FX4050  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 FX4050  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 FX4050  HORZ ORDER  -  SECOND
 FX4050
 FX4050.The horizontal coordinates were established by classical geodetic methods
 FX4050.and adjusted by the National Geodetic Survey in August 2005.
 FX4050
 FX4050.The orthometric height was scaled from a topographic map.
 FX4050
 FX4050.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4050
 FX4050.The geoid height was determined by GEOID03.
 FX4050
 FX4050;                    North         East     Units Scale Factor Converg.
 FX4050;SPC NC       -   313,361.678   826,683.190   MT  1.00012985   +1 23 57.7
 FX4050;SPC NC       - 1,028,087.44  2,712,209.77   sFT  1.00012985   +1 23 57.7
 FX4050;SPC VA S     - 1,025,878.512 3,672,305.062   MT  1.00004621   +1 10 05.0
 FX4050;SPC VA S     - 3,365,736.42 12,048,220.86   sFT  1.00004621   +1 10 05.0
 FX4050;UTM  18      - 4,046,186.341   358,995.933   MT  0.99984496   -0 56 18.2
 FX4050
 FX4050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4050!SPC NC       -   1.00000357  x   1.00012985  =   1.00013342
 FX4050!SPC VA S     -   1.00000357  x   1.00004621  =   1.00004978
 FX4050!UTM  18      -   1.00000357  x   0.99984496  =   0.99984853
 FX4050
 FX4050                          SUPERSEDED SURVEY CONTROL
 FX4050
 FX4050  NAD 83(1993)-  36 33 02.51173(N)    076 34 31.66368(W) AD(       ) 2
 FX4050  NAD 83(1986)-  36 33 02.51963(N)    076 34 31.68953(W) AD(       ) 2
 FX4050  NAD 27      -  36 33 01.97300(N)    076 34 32.86500(W) AD(       ) 2
 FX4050
 FX4050.Superseded values are not recommended for survey control.
 FX4050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4050.See file dsdata.txt to determine how the superseded data were derived.
 FX4050
 FX4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5899646186(NAD 83)
 FX4050_MARKER: V = STONE MONUMENT
 FX4050_SETTING: 0 = UNSPECIFIED SETTING
 FX4050_STAMPING: N VA, S NC, W 1887, E NO 14
 FX4050_MARK LOGO: CGS   
 FX4050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX4050
 FX4050  HISTORY     - Date     Condition        Report By
 FX4050  HISTORY     - 1933     MONUMENTED       CGS
 FX4050  HISTORY     - 19961121 GOOD             USPSQD
 FX4050
 FX4050                          STATION DESCRIPTION
 FX4050
 FX4050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4050'ABOUT 14 MILES SOUTH OF SUFFOLK AT VIRGINIA-NORTH CAROLINA STATE
 FX4050'LINE, AND 10 FEET EAST OF EAST EDGE OF PAVEMENT OF VIRGINIA ROUTE 52.
 FX4050'MARKED BY 1-FOOT SQUARE GRANITE POST PROJECTING ABOUT 3 FEET ABOVE
 FX4050'GROUND.  TOP IS TRUNCATED WEDGE SHAPE WITH LONGEST DIMENSION
 FX4050'PARALLEL TO STATE LINE.  NORTH SIDE IS MARKED VA.  WEST SIDE 1887.
 FX4050'SOUTH SIDE N.C. AND EAST SIDE NO. 14.  PRIMARY TRAVERSE STATION NO.
 FX4050'3P (U.S.G.S.) IS CEMENTED IN EAST SIDE OF POST NEAR TOP.
 FX4050'STATION SAUNDERS IS 18.669 METERS
 FX4050'(61.25 FEET) FROM STATION S 57 DEG 39 MIN E.
 FX4050'
 FX4050'TO REACH STATION SAUNDERS FROM CORNER OF WEST WASHINGTON AND SOUTH
 FX4050'SARATOGAH STREETS IN SUFFOLK, GO SOUTH 0.3 MILE ON SOUTH SARATOGA
 FX4050'STREET, TURN LEFT AT Y-FORK ONTO VIRGINIA ROUTE 52 JUST AFTER
 FX4050'CROSSING RAILROAD CONTINUE 3.4 MILES TO JUNCTION WITH ROUTE 53, KEEP
 FX4050'LEFT ON ROUTE 32 AND CONTINUE 9.4 MILES TO STATE LINE WHICH IS WELL
 FX4050'MARKED WITH SIGNS AND BOUNDARY MONUMENT.  STATION IS 74 FEET EAST OF
 FX4050'CENTER LINE OF HIGHWAY, 37 FEET SOUTH OF STATE LINE, AND 61.25 FEET
 FX4050'SOUTHEAST OF TOP CENTER OF GRANITE BOUNDARY MONUMENT NO. 14.
 FX4050
 FX4050                          STATION RECOVERY (1996)
 FX4050
 FX4050'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5027 ***********************************************************************
 AJ5027  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5027  DESIGNATION -  BOUNDARY MON 2 GRANITE NC SC
 AJ5027  PID         -  AJ5027
 AJ5027  STATE/COUNTY-  NC/BRUNSWICK
 AJ5027  USGS QUAD   -  LITTLE RIVER (1990)
 AJ5027
 AJ5027                         *CURRENT SURVEY CONTROL
 AJ5027  ___________________________________________________________________
 AJ5027* NAD 83(2007)-  33 51 51.33159(N)    078 33 21.96982(W)     ADJUSTED  
 AJ5027* NAVD 88     -         1.99   (meters)       6.5    (feet)  GPS OBS   
 AJ5027  ___________________________________________________________________
 AJ5027  EPOCH DATE  -        2002.00
 AJ5027  X           -   1,051,888.568 (meters)                     COMP
 AJ5027  Y           -  -5,196,235.983 (meters)                     COMP
 AJ5027  Z           -   3,533,935.570 (meters)                     COMP
 AJ5027  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AJ5027  ELLIP HEIGHT-         -33.319 (meters)          (04/30/08) ADJUSTED
 AJ5027  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AJ5027  HORZ ORDER  -  FIRST
 AJ5027  ELLP ORDER  -  FOURTH    CLASS I
 AJ5027
 AJ5027.The horizontal coordinates were established by GPS observations
 AJ5027.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 AJ5027
 AJ5027.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5027.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5027.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5027.The epoch date for horizontal control is a decimal equivalence
 AJ5027.of Year/Month/Day.
 AJ5027
 AJ5027.The orthometric height was determined by GPS observations and a
 AJ5027.high-resolution geoid model.
 AJ5027.The orthometric height was determined by GPS observations and a
 AJ5027.high-resolution geoid model using precise GPS observation and
 AJ5027.processing techniques.
 AJ5027
 AJ5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5027
 AJ5027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5027
 AJ5027.The ellipsoidal height was determined by GPS observations
 AJ5027.and is referenced to NAD 83.
 AJ5027
 AJ5027.The geoid height was determined by GEOID03.
 AJ5027
 AJ5027;                    North         East     Units Scale Factor Converg.
 AJ5027;SPC NC       -    12,767.682   650,682.242   MT  1.00016286   +0 15 22.3
 AJ5027;SPC NC       -    41,888.64  2,134,779.99   sFT  1.00016286   +0 15 22.3
 AJ5027;UTM  17      - 3,749,793.058   726,073.156   MT  1.00023010   +1 21 44.6
 AJ5027
 AJ5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5027!SPC NC       -   1.00000523  x   1.00016286  =   1.00016809
 AJ5027!UTM  17      -   1.00000523  x   1.00023010  =   1.00023533
 AJ5027
 AJ5027:                Primary Azimuth Mark                     Grid Az
 AJ5027:SPC NC       -  BOUNDARY MON 1 GRANITE NC SC             135 19 00.7
 AJ5027:UTM  17      -  BOUNDARY MON 1 GRANITE NC SC             134 12 38.4
 AJ5027
 AJ5027|---------------------------------------------------------------------|
 AJ5027| PID    Reference Object                     Distance      Geod. Az  |
 AJ5027|                                                           dddmmss.s |
 AJ5027| AJ5026 BOUNDARY MON 1 GRANITE NC SC        APPROX. 0.6 KM 1353423.0 |
 AJ5027| AJ5028 BOUNDARY MON MILE 2 NC SC           APPROX. 1.5 KM 3152942.1 |
 AJ5027|---------------------------------------------------------------------|
 AJ5027
 AJ5027                          SUPERSEDED SURVEY CONTROL
 AJ5027
 AJ5027  NAD 83(2007)-  33 51 51.33158(N)    078 33 21.96980(W) AD(       ) 0
 AJ5027  ELLIP H (02/10/07)  -33.308  (m)                       GP(       )    
 AJ5027  NAD 83(2001)-  33 51 51.33178(N)    078 33 21.96948(W) AD(       ) 1
 AJ5027  ELLIP H (03/13/03)  -33.292  (m)                       GP(       ) 4 2
 AJ5027  NAD 83(1986)-  33 51 51.34033(N)    078 33 21.97697(W) AD(       ) 1
 AJ5027
 AJ5027.Superseded values are not recommended for survey control.
 AJ5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5027.See file dsdata.txt to determine how the superseded data were derived.
 AJ5027
 AJ5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2607349793(NAD 83)
 AJ5027_MARKER: V = STONE MONUMENT
 AJ5027_SETTING: 0 = UNSPECIFIED SETTING
 AJ5027_MARK LOGO: CGS   
 AJ5027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5027+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 AJ5027
 AJ5027  HISTORY     - Date     Condition        Report By
 AJ5027  HISTORY     - 1934     MONUMENTED       CGS
 AJ5027  HISTORY     - 20000322 GOOD             NCGS
 AJ5027  HISTORY     - 20080115 GOOD             SCGS
 AJ5027
 AJ5027                          STATION DESCRIPTION
 AJ5027
 AJ5027'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5027'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) EAST OF LITTLE RIVER, SOUTH
 AJ5027'CAROLINA AND 2.8 MI (4.5 KM) WEST OF SUNSET BEACH, NORTH CAROLINA AND
 AJ5027'IN THE SALT MARSH OF GOAT ISLAND.  ALSO, ABOUT 1 MILE (1.6 KM)
 AJ5027'EAST-SOUTHEAST ALONG THE INTRACOASTAL WATERWAY FROM ITS JUNCTION WITH
 AJ5027'CALABASH RIVER AND LITTLE RIVER.  MARK IS ABOUT-700 FT SOUTH OF THE
 AJ5027'SHORE OF WATERWAY AND ABOUT 300-FT SOUTH OF THE SOUTH SIDE OF SPOIL
 AJ5027'BANK.  MARK IS AN 8-INCH SQUARE GRANITE MONUMENT PROJECTING 66 INCHES
 AJ5027'ABOVE GROUND AND HAS--NC--CUT ON ITS NORTHEAST FACE AND--SC--CUT ON
 AJ5027'ITS SOUTHWEST FACE.
 AJ5027
 AJ5027                          STATION RECOVERY (2008)
 AJ5027
 AJ5027'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AJ5027'STATION IS LOCATED 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF CALABASH, NC,
 AJ5027'3.4 MI (5.5 KM) EAST OF LITTLE RIVER.  OWNERSHIP-STATE OF NORTH
 AJ5027'CAROLINA.
 AJ5027' 
 AJ5027'TO REACH THE STATION BY BOAT FROM BONAPARTE LANDING IN SUNSET BEACH,
 AJ5027'GO SOUTHWEST ON THE INTRACOASTAL WATERWAY FOR 1.2 MI (1.9 KM) TO THE
 AJ5027'STATION ON THE LEFT IN A MARSH AREA ON THE SOUTHEAST SIDE OF A LEVEE
 AJ5027'AND 0.15 MI (0.2 KM) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AJ5027'INTRACOASTAL WATERWAY. STATION IS THE CENTER OF A PK NAIL EPOXIED IN A
 AJ5027'DRILL HOLE IN THE CENTER OF AN 8-INCH (20 CM) SQUARE GRANITE POST
 AJ5027'PROJECTING 5.5 FOOT.   RECOVERED BY J.B.  SMOAK.
 AJ5027' 
 AJ5027'NOTE-STATE BOUNDARY MONUMENT HAS ENGRAVED N.C.  ON THE NORTHEAST FACE
 AJ5027'AND S.C.  ON THE SOUTHWEST FACE OF THE BOUNDARY MONUMENT. THIS IS A
 AJ5027'NORTH CAROLINA/SOUTH CAROLINA STATE LINE BOUNDARY MONUMENT SET BY THE
 AJ5027'STATE BOUNDARY COMMISSION IN 1928.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4061 ***********************************************************************
 FX4061  DESIGNATION -  BOUNDARY MON 20 NC VA
 FX4061  PID         -  FX4061
 FX4061  STATE/COUNTY-  NC/GATES
 FX4061  USGS QUAD   -  GATES (1967)
 FX4061
 FX4061                         *CURRENT SURVEY CONTROL
 FX4061  ___________________________________________________________________
 FX4061* NAD 83(2001)-  36 33 02.62128(N)    076 45 18.59093(W)     ADJUSTED  
 FX4061* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 FX4061  ___________________________________________________________________
 FX4061  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 FX4061  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 FX4061  HORZ ORDER  -  SECOND
 FX4061
 FX4061.The horizontal coordinates were established by classical geodetic methods
 FX4061.and adjusted by the National Geodetic Survey in August 2005.
 FX4061
 FX4061.The orthometric height was scaled from a topographic map.
 FX4061
 FX4061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4061
 FX4061.The geoid height was determined by GEOID03.
 FX4061
 FX4061;                    North         East     Units Scale Factor Converg.
 FX4061;SPC NC       -   312,986.664   810,596.237   MT  1.00012987   +1 17 44.3
 FX4061;SPC NC       - 1,026,857.08  2,659,431.15   sFT  1.00012987   +1 17 44.3
 FX4061;SPC VA S     - 1,025,569.225 3,656,218.058   MT  1.00004621   +1 03 32.3
 FX4061;SPC VA S     - 3,364,721.70 11,995,442.08   sFT  1.00004621   +1 03 32.3
 FX4061;UTM  18      - 4,046,468.232   342,911.196   MT  0.99990403   -1 02 43.7
 FX4061
 FX4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4061!SPC NC       -   1.00000304  x   1.00012987  =   1.00013291
 FX4061!SPC VA S     -   1.00000304  x   1.00004621  =   1.00004925
 FX4061!UTM  18      -   1.00000304  x   0.99990403  =   0.99990707
 FX4061
 FX4061                          SUPERSEDED SURVEY CONTROL
 FX4061
 FX4061  NAD 83(1993)-  36 33 02.62120(N)    076 45 18.59440(W) AD(       ) 2
 FX4061  NAD 83(1986)-  36 33 02.62827(N)    076 45 18.61401(W) AD(       ) 2
 FX4061  NAD 27      -  36 33 02.08100(N)    076 45 19.77000(W) AD(       ) 2
 FX4061
 FX4061.Superseded values are not recommended for survey control.
 FX4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4061.See file dsdata.txt to determine how the superseded data were derived.
 FX4061
 FX4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4291146468(NAD 83)
 FX4061_MARKER: V = STONE MONUMENT
 FX4061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX4061_SP_SET: GRANITE POST
 FX4061_STAMPING: N VA, S NC, W 1887, E NO 20
 FX4061_MARK LOGO: CGS   
 FX4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4061+STABILITY: SURFACE MOTION
 FX4061
 FX4061  HISTORY     - Date     Condition        Report By
 FX4061  HISTORY     - 1887     MONUMENTED
 FX4061  HISTORY     - 1933     GOOD             CGS
 FX4061  HISTORY     - 19970104 GOOD             USPSQD
 FX4061
 FX4061                          STATION DESCRIPTION
 FX4061
 FX4061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FX4061'TO REACH STATION FREEMAN FROM ROAD JUNCTION ABOUT ONE-FOURTH MILE
 FX4061'NORTH GATESVILLE, GO NORTHWEST TOWARDS WINTON 1.25 MILES ON ROUTE
 FX4061'30, TAKE RIGHT DIRT FORK (ROUTE 321), FOLLOW 5-1/2 MILES TO FANNYS
 FX4061'STORE AT GATES, AND CONTINUE NORTH 3.5 MILES ON ROUTE 312
 FX4061'(WHALEYVILLE ROAD) OR 0.2 MILE BEYOND T-ROAD ON RIGHT WITH ARROW
 FX4061'DRUMHILL 2 MILES TOSTATION SITE AT STATE LINE.  TO REACH FROM
 FX4061'WHALEYVILLE, GO SOUTHWEST 4.2 MILES ON VIRGINIA ROUTE 506, FOLLOW
 FX4061'LEFT AT ARROWPOINTING DIRECTION TO GATESVILLE, AND CONTINUE 1.4 MILES
 FX4061'OR 0.7 MILE BEYOND T-ROAD ON LEFT TO STATION SITE AT STATE LINE.
 FX4061'STATION IS IN CULTIVATED FIELD DIRECTLY ACROSS ROAD FROM
 FX4061'MRS. E.V. FREEMANS HOUSE, 8 PACES NORTH OF SOUTH SIDE EXTENDED OF
 FX4061'HOUSE, 12 PACES NORTH-NORTHWEST OF WEST LEG OF NORTH CAROLINA
 FX4061'STATE-LINE SPEED-LAW SIGN, 16 PACES NORTH OF NORTH GATEPOST, 10 FEET
 FX4061'WEST OF WIRE FENCE, 57 FEET WEST OF SIGN VIRGINIA STATE LINE, 37 FEET
 FX4061'WEST OF CENTER LINE OF DIRT ROAD, 61.5 FEET SOUTHWEST OF MAIL BOX,
 FX4061'56.5 FEET SOUTH OF 6-INCH PERSIMMON TREE, 86.5 FEET WEST-SOUTHWEST OF
 FX4061'MOST NORTHERLY SYCAMORE TREE, 91 FEET WEST-NORTHWEST OF SOUTHERLY
 FX4061'SYCAMORE TREE, 82 FEET WEST OF LARGE ELM TREE, AND 62.19 FEET WEST OF
 FX4061'STATE-LINE BOUNDARY MONUMENT NO. 20.  THIS STONE IS MARKED-- NORTH
 FX4061'SIDE, VA. SOUTH SIDE, N.C. WEST SIDE, 1887. AND EAST SIDE, NO.20.
 FX4061'
 FX4061'STATE BOUNDARY MONUMENT NO. 20 IS 62.19 FEET
 FX4061'FROM FREEMAN S 86 DEG 41 MIN E.
 FX4061
 FX4061                          STATION RECOVERY (1997)
 FX4061
 FX4061'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX4061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2924 ***********************************************************************
 FZ2924  DESIGNATION -  BOUNDARY MON 3 ASHE WATAUGA CO
 FZ2924  PID         -  FZ2924
 FZ2924  STATE/COUNTY-  NC/WATAUGA
 FZ2924  USGS QUAD   -  TODD (1998)
 FZ2924
 FZ2924                         *CURRENT SURVEY CONTROL
 FZ2924  ___________________________________________________________________
 FZ2924* NAD 83(2001)-  36 15 56.53775(N)    081 31 57.38982(W)     ADJUSTED  
 FZ2924* NAVD 88     -       945.4    (meters)    3102.     (feet)  VERTCON   
 FZ2924  ___________________________________________________________________
 FZ2924  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 FZ2924  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 FZ2924  HORZ ORDER  -  SECOND
 FZ2924
 FZ2924.The horizontal coordinates were established by classical geodetic methods
 FZ2924.and adjusted by the National Geodetic Survey in August 2005.
 FZ2924
 FZ2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2924
 FZ2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2924
 FZ2924.The geoid height was determined by GEOID03.
 FZ2924
 FZ2924;                    North         East     Units Scale Factor Converg.
 FZ2924;SPC NC       -   281,986.456   382,038.426   MT  1.00002915   -1 27 42.3
 FZ2924;SPC NC       -   925,150.56  1,253,404.40   sFT  1.00002915   -1 27 42.3
 FZ2924;UTM  17      - 4,013,551.204   452,158.615   MT  0.99962820   -0 18 54.2
 FZ2924
 FZ2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2924!SPC NC       -   0.99985658  x   1.00002915  =   0.99988573
 FZ2924!UTM  17      -   0.99985658  x   0.99962820  =   0.99948484
 FZ2924
 FZ2924                          SUPERSEDED SURVEY CONTROL
 FZ2924
 FZ2924  NAD 83(1995)-  36 15 56.53854(N)    081 31 57.38936(W) AD(       ) 2
 FZ2924  NAD 83(1993)-  36 15 56.54359(N)    081 31 57.39367(W) AD(       ) 2
 FZ2924  NAD 83(1986)-  36 15 56.54915(N)    081 31 57.39651(W) AD(       ) 2
 FZ2924  NGVD 29 (10/27/97)  945.5    (m)         3102.     (f) VERT ANG    3  
 FZ2924
 FZ2924.Superseded values are not recommended for survey control.
 FZ2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2924.See file dsdata.txt to determine how the superseded data were derived.
 FZ2924
 FZ2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5215913551(NAD 83)
 FZ2924_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2924_SP_SET: CONCRETE POST
 FZ2924_STAMPING: CO MON NO 3 1990
 FZ2924_MARK LOGO: NCGS  
 FZ2924_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2924+STABILITY: SURFACE MOTION
 FZ2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2924+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ2924
 FZ2924  HISTORY     - Date     Condition        Report By
 FZ2924  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2924
 FZ2924                          STATION DESCRIPTION
 FZ2924
 FZ2924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2924'STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF BOONE AND
 FZ2924'2.2 MI (3.5 KM) NORTHWEST OF DEEP GAP. STATION IS ALONG THE
 FZ2924'ASHE-WATAUGA COUNTY LINE, ABOUT 1.35 MI (2.17 KM) SOUTHEAST OF BRIDGE
 FZ2924'OVER SOUTH FORK OF THE NEW RIVER AT BROWNWOOD COMMUNITY.
 FZ2924'PROCEED ALONG SR 1100 FOR 2.1 MI (3.4 KM) WEST FROM US 221, OR ABOUT
 FZ2924'250 FEET WEST OF SR 1103 (LIBERTY CHURCH ROAD), THENCE SOUTH ALONG A
 FZ2924'PRIVATE GRAVEL ROAD FOR 0.45 MI (0.72 KM) TO A FENCE LINE, THENCE
 FZ2924'NORTHEAST ALONG THE FENCE LINE FOR ABOUT 600 FEET, TO THE MONUMENT ON
 FZ2924'THE NORTHEAST SIDE OF A T-FENCE INTERSECTION.
 FZ2924'MARK PROJECTS 4 INCHES ABOVE THE GROUND. LOCATED 963.73 FT (293.75 M)
 FZ2924'S 772723 (DDMMSS) E OF STATION--WATSON--, 1.0 FT (0.3 M) NORTHEAST
 FZ2924'OF ACORNER FENCE POST, 2.0 FT (0.6 M) SOUTHWEST OF A WITNESS SIGN--AND
 FZ2924'3.0 FT (0.9 M) WEST-NORTHWEST OF A 10-INCH EVERGREEN, 15.0 FT
 FZ2924'(4.6 M) SOUTH-SOUTHEAST OF AN 8-INCH HARDWOOD--BOTH WITH REFERENCE
 FZ2924'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2925 ***********************************************************************
 FZ2925  DESIGNATION -  BOUNDARY MON 4 ASHE WATAUGA CO
 FZ2925  PID         -  FZ2925
 FZ2925  STATE/COUNTY-  NC/WATAUGA
 FZ2925  USGS QUAD   -  TODD (1998)
 FZ2925
 FZ2925                         *CURRENT SURVEY CONTROL
 FZ2925  ___________________________________________________________________
 FZ2925* NAD 83(2001)-  36 15 19.18587(N)    081 31 18.06442(W)     ADJUSTED  
 FZ2925* NAVD 88     -      1046.0    (meters)    3432.     (feet)  VERTCON   
 FZ2925  ___________________________________________________________________
 FZ2925  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 FZ2925  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FZ2925  HORZ ORDER  -  SECOND
 FZ2925
 FZ2925.The horizontal coordinates were established by classical geodetic methods
 FZ2925.and adjusted by the National Geodetic Survey in August 2005.
 FZ2925
 FZ2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2925
 FZ2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2925
 FZ2925.The geoid height was determined by GEOID03.
 FZ2925
 FZ2925;                    North         East     Units Scale Factor Converg.
 FZ2925;SPC NC       -   280,810.501   382,990.502   MT  1.00002595   -1 27 19.6
 FZ2925;SPC NC       -   921,292.45  1,256,528.01   sFT  1.00002595   -1 27 19.6
 FZ2925;UTM  17      - 4,012,395.002   453,133.645   MT  0.99962706   -0 18 30.7
 FZ2925
 FZ2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2925!SPC NC       -   0.99984081  x   1.00002595  =   0.99986676
 FZ2925!UTM  17      -   0.99984081  x   0.99962706  =   0.99946793
 FZ2925
 FZ2925                          SUPERSEDED SURVEY CONTROL
 FZ2925
 FZ2925  NAD 83(1995)-  36 15 19.18666(N)    081 31 18.06396(W) AD(       ) 2
 FZ2925  NAD 83(1993)-  36 15 19.19186(N)    081 31 18.06803(W) AD(       ) 2
 FZ2925  NAD 83(1986)-  36 15 19.19724(N)    081 31 18.07114(W) AD(       ) 2
 FZ2925  NGVD 29 (09/17/93) 1046.1    (m)         3432.     (f) VERT ANG    3  
 FZ2925
 FZ2925.Superseded values are not recommended for survey control.
 FZ2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2925.See file dsdata.txt to determine how the superseded data were derived.
 FZ2925
 FZ2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5313412395(NAD 83)
 FZ2925_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2925_SP_SET: CONCRETE POST
 FZ2925_STAMPING: CO MON NO 4 1990
 FZ2925_MARK LOGO: NCGS  
 FZ2925_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2925+STABILITY: SURFACE MOTION
 FZ2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2925+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FZ2925
 FZ2925  HISTORY     - Date     Condition        Report By
 FZ2925  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2925
 FZ2925                          STATION DESCRIPTION
 FZ2925
 FZ2925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2925'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH-NORTHWEST OF DEEP GAP
 FZ2925'AND 9.6 MI (15.4 KM) EAST-NORTHEAST OF BOONE. STATION IS ALONG THE
 FZ2925'ASHE-WATAUGA COUNTY LINE, ABOUT 1.1 MI (1.8 KM) NORTHWEST OF US 221.
 FZ2925'PROCEED ALONG US 221-421 FOR 0.9 MI (1.4 KM) WEST FROM JUNCTION IN
 FZ2925'DEEP GAP, THENCE NORTH ALONG A PRIVATE DRIVE FOR 0.7 MI (1.1 KM) TO A
 FZ2925'LOCKED WIRE GATE, CONTINUE NORTH FOR 0.35 MI (0.56 KM) TO ANOTHER
 FZ2925'GATE (METAL), THENCE CONTINUE NORTHERLY FOR 0.25 MI (0.40 KM) TO
 FZ2925'STATION AT A PROPERTY FENCE CORNER ALONG THE WOODS LINE BORDERING THE
 FZ2925'NORTH SIDE OF AN OPEN FIELD.
 FZ2925'MARK IS ABOUT 1 FOOT HIGHER THAN FIELD ROAD AND PROJECTS 6 INCHES
 FZ2925'ABOVE THE GROUND. LOCATED 587.48 FT (179.06 M) N 573426 (DDMMSS) E  OF
 FZ2925'NCGS STATION--COFFEY--, 10.1 FT (3.1 M) NORTHEAST OF CENTERLINE OF THE
 FZ2925'WOODS ROAD, 341.0 FT (103.9 M) NORTH-NORTHWEST OF A CORNER FENCE POST
 FZ2925'ON SOUTH SIDE OF PASTURE, 8.0 FT (2.4 M) SOUTH OF A METAL WITNESS
 FZ2925'SIGN ATTACHED TO AN 8-INCH PINE--AND 1.3 FT (0.4 M) SOUTHEAST OF A
 FZ2925'CORNER FENCE POST, 7.9 FT (2.4 M) WEST OF A 12-INCH PINE--BOTH WITH
 FZ2925'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2926 ***********************************************************************
 FZ2926  DESIGNATION -  BOUNDARY MON 5 ASHE WATAUGA CO
 FZ2926  PID         -  FZ2926
 FZ2926  STATE/COUNTY-  NC/WATAUGA
 FZ2926  USGS QUAD   -  TODD (1998)
 FZ2926
 FZ2926                         *CURRENT SURVEY CONTROL
 FZ2926  ___________________________________________________________________
 FZ2926* NAD 83(2001)-  36 15 24.84020(N)    081 30 53.50001(W)     ADJUSTED  
 FZ2926* NAVD 88     -      1078.3    (meters)    3538.     (feet)  VERTCON   
 FZ2926  ___________________________________________________________________
 FZ2926  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 FZ2926  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FZ2926  HORZ ORDER  -  SECOND
 FZ2926
 FZ2926.The horizontal coordinates were established by classical geodetic methods
 FZ2926.and adjusted by the National Geodetic Survey in August 2005.
 FZ2926
 FZ2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2926
 FZ2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2926
 FZ2926.The geoid height was determined by GEOID03.
 FZ2926
 FZ2926;                    North         East     Units Scale Factor Converg.
 FZ2926;SPC NC       -   280,969.180   383,607.973   MT  1.00002643   -1 27 05.4
 FZ2926;SPC NC       -   921,813.05  1,258,553.82   sFT  1.00002643   -1 27 05.4
 FZ2926;UTM  17      - 4,012,565.940   453,747.571   MT  0.99962636   -0 18 16.2
 FZ2926
 FZ2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2926!SPC NC       -   0.99983575  x   1.00002643  =   0.99986218
 FZ2926!UTM  17      -   0.99983575  x   0.99962636  =   0.99946217
 FZ2926
 FZ2926                          SUPERSEDED SURVEY CONTROL
 FZ2926
 FZ2926  NAD 83(1995)-  36 15 24.84096(N)    081 30 53.49988(W) AD(       ) 2
 FZ2926  NAD 83(1993)-  36 15 24.84573(N)    081 30 53.50377(W) AD(       ) 2
 FZ2926  NAD 83(1986)-  36 15 24.85179(N)    081 30 53.50744(W) AD(       ) 2
 FZ2926  NGVD 29 (09/17/93) 1078.4    (m)         3538.     (f) VERT ANG    3  
 FZ2926
 FZ2926.Superseded values are not recommended for survey control.
 FZ2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2926.See file dsdata.txt to determine how the superseded data were derived.
 FZ2926
 FZ2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5374812566(NAD 83)
 FZ2926_MARKER: Z = SEE DESCRIPTION
 FZ2926_SETTING: 0 = UNSPECIFIED SETTING
 FZ2926_MARK LOGO: NCGS  
 FZ2926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FZ2926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2926+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 FZ2926
 FZ2926  HISTORY     - Date     Condition        Report By
 FZ2926  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2926  HISTORY     - 20031112 GOOD             NCGS
 FZ2926
 FZ2926                          STATION DESCRIPTION
 FZ2926
 FZ2926'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2926'STATION IS LOCATED ABOUT 1.35 MI (2.17 KM) NORTH OF DEEP GAP AND 9.8
 FZ2926'MI (15.8 KM) EAST-NORTHEAST OF BOONE.
 FZ2926'PROCEED ALONG US 221 FOR 0.75 MI (1.21 KM) NORTH FROM US 421 AT DEEP
 FZ2926'GAP, THENCE NORTHWEST ALONG A GRAVEL DRIVE FOR 0.7 MI (1.1 KM) TO A
 FZ2926'GATE (USUALLY LOCKED-KEY AT SCOTT MORETZ RESIDENCE IN DEEP GAP),
 FZ2926'THENCE CONTINUE NORTH ALONG GRAVEL DRIVE FOR 0.15 MI (0.24 KM) TO END
 FZ2926'(EAST OF SCOTT MORETZ SUMMER HOME), THENCE CONTINUE NORTH ALONG A
 FZ2926'FIELD ROAD FOR APPROXIMATELY 0.2 MI (0.3 KM) TO TOP AND STATION ABOUT
 FZ2926'400 FEET DUE EAST, AT A FENCE PROPERTY CORNER IN THE NORTHWEST CORNER
 FZ2926'OF AN OPEN FIELD, A TRUCK AXLE DRIVEN FIRMLY IN THE GROUND.
 FZ2926'MARK PROJECTS 3 INCHES ABOVE THE GROUND. LOCATED 212.32 FT (64.72 M) N
 FZ2926'490347 (DDMMSS) W OF STATION--LOOKABILL--, 2.0 FT (0.6 M) SOUTH OF A
 FZ2926'METAL WITNESS SIGN ATTACHED ON A TWIN 15-INCH OAK--AND 28.9 FT (8.8 M)
 FZ2926'NORTHEAST OF A 24-INCH OAK, 32.5 FT (9.9 M) NORTHWEST OF A 12-INCH
 FZ2926'PINE--BOTH WITH REFERENCE TAGS.
 FZ2926
 FZ2926                          STATION RECOVERY (2003)
 FZ2926
 FZ2926'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2927 ***********************************************************************
 FZ2927  DESIGNATION -  BOUNDARY MON 6 ASHE WATAUGA CO
 FZ2927  PID         -  FZ2927
 FZ2927  STATE/COUNTY-  NC/WATAUGA
 FZ2927  USGS QUAD   -  TODD (1998)
 FZ2927
 FZ2927                         *CURRENT SURVEY CONTROL
 FZ2927  ___________________________________________________________________
 FZ2927* NAD 83(2001)-  36 15 00.95073(N)    081 30 09.90325(W)     ADJUSTED  
 FZ2927* NAVD 88     -       906.4    (meters)    2974.     (feet)  VERTCON   
 FZ2927  ___________________________________________________________________
 FZ2927  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 FZ2927  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 FZ2927  HORZ ORDER  -  SECOND
 FZ2927
 FZ2927.The horizontal coordinates were established by classical geodetic methods
 FZ2927.and adjusted by the National Geodetic Survey in August 2005.
 FZ2927
 FZ2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2927
 FZ2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2927
 FZ2927.The geoid height was determined by GEOID03.
 FZ2927
 FZ2927;                    North         East     Units Scale Factor Converg.
 FZ2927;SPC NC       -   280,205.541   384,677.441   MT  1.00002440   -1 26 40.2
 FZ2927;SPC NC       -   919,307.68  1,262,062.57   sFT  1.00002440   -1 26 40.2
 FZ2927;UTM  17      - 4,011,824.161   454,831.678   MT  0.99962514   -0 17 50.2
 FZ2927
 FZ2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2927!SPC NC       -   0.99986273  x   1.00002440  =   0.99988713
 FZ2927!UTM  17      -   0.99986273  x   0.99962514  =   0.99948793
 FZ2927
 FZ2927                          SUPERSEDED SURVEY CONTROL
 FZ2927
 FZ2927  NAD 83(1995)-  36 15 00.95075(N)    081 30 09.90235(W) AD(       ) 2
 FZ2927  NAD 83(1993)-  36 15 00.95613(N)    081 30 09.90727(W) AD(       ) 2
 FZ2927  NAD 83(1986)-  36 15 00.96208(N)    081 30 09.91050(W) AD(       ) 2
 FZ2927  NGVD 29 (09/17/93)  906.5    (m)         2974.     (f) VERT ANG    3  
 FZ2927
 FZ2927.Superseded values are not recommended for survey control.
 FZ2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2927.See file dsdata.txt to determine how the superseded data were derived.
 FZ2927
 FZ2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5483211824(NAD 83)
 FZ2927_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2927_SP_SET: CONCRETE POST
 FZ2927_STAMPING: CO MON NO 6 1990
 FZ2927_MARK LOGO: NCGS  
 FZ2927_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2927+STABILITY: SURFACE MOTION
 FZ2927
 FZ2927  HISTORY     - Date     Condition        Report By
 FZ2927  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2927
 FZ2927                          STATION DESCRIPTION
 FZ2927
 FZ2927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2927'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH-NORTHEAST OF DEEP GAP,
 FZ2927'10.3 MI (16.6 KM) EAST OF BOONE, AND 11.8 MI (19.0 KM) SOUTH OF
 FZ2927'JEFFERSON.
 FZ2927'ALONG US 221 FOR 1.1 MI (1.8 KM) NORTH FROM US 421, OR 0.15 MI
 FZ2927'(0.24 KM) NORTH OF DEEP GAP BAPTIST CHURCH, IN NORTHWEST SHOULDER OF
 FZ2927'HIGHWAY.
 FZ2927'STATION IS 743.47 FT (226.61 M) N 311615 (DDMMSS) E OF NCGS STATION--
 FZ2927'GAP CREEK--.
 FZ2927'MARK IS ABOUT 2 FEET LOWER THAN HIGHWAY AND RECESSED 1 INCH BELOW
 FZ2927'GROUND. LOCATED 18.0 FT (5.5 M) NORTHWEST OF THE CENTERLINE OF
 FZ2927'HIGHWAY, 52.3 FT (15.9 M) WEST OF THE NORTHEAST END OF A HIGHWAY
 FZ2927'CULVERT, 3.5 FT (1.1 M) SOUTHEAST OF A WITNESS SIGN--AND 197.0 FT
 FZ2927'(60.0 M) SOUTHWEST OF A DUAL GATE POST IN CHAIN LINK FENCE AROUND A
 FZ2927'CEMETERY, 13.6 FT (4.1 M) NORTHEAST OF A POWER POLE--BOTH WITH
 FZ2927'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2089 ***********************************************************************
 EY2089  DESIGNATION -  BOUNDARY MON BEAUFORT MARTIN CO
 EY2089  PID         -  EY2089
 EY2089  STATE/COUNTY-  NC/BEAUFORT
 EY2089  USGS QUAD   -  OLD FORD (1979)
 EY2089
 EY2089                         *CURRENT SURVEY CONTROL
 EY2089  ___________________________________________________________________
 EY2089* NAD 83(2001)-  35 41 37.07702(N)    077 03 58.91245(W)     ADJUSTED  
 EY2089* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 EY2089  ___________________________________________________________________
 EY2089  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EY2089  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 EY2089  HORZ ORDER  -  SECOND
 EY2089
 EY2089.The horizontal coordinates were established by classical geodetic methods
 EY2089.and adjusted by the National Geodetic Survey in August 2005.
 EY2089
 EY2089.The orthometric height was scaled from a topographic map.
 EY2089
 EY2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2089
 EY2089.The geoid height was determined by GEOID03.
 EY2089
 EY2089;                    North         East     Units Scale Factor Converg.
 EY2089;SPC NC       -   217,314.113   784,588.581   MT  0.99990225   +1 06 57.7
 EY2089;SPC NC       -   712,971.39  2,574,104.37   sFT  0.99990225   +1 06 57.7
 EY2089;UTM  18      - 3,951,936.277   313,032.763   MT  1.00003078   -1 12 21.5
 EY2089
 EY2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2089!SPC NC       -   1.00000339  x   0.99990225  =   0.99990564
 EY2089!UTM  18      -   1.00000339  x   1.00003078  =   1.00003417
 EY2089
 EY2089                          SUPERSEDED SURVEY CONTROL
 EY2089
 EY2089  NAD 83(1986)-  35 41 37.08650(N)    077 03 58.92376(W) AD(       ) 2
 EY2089  NAD 27      -  35 41 36.50700(N)    077 04 00.08400(W) AD(       ) 2
 EY2089
 EY2089.Superseded values are not recommended for survey control.
 EY2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2089.See file dsdata.txt to determine how the superseded data were derived.
 EY2089
 EY2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1303351936(NAD 83)
 EY2089_MARKER: 71 = BOUNDARY MONUMENT
 EY2089_MARK LOGO: NC-013
 EY2089
 EY2089  HISTORY     - Date     Condition        Report By
 EY2089  HISTORY     - 1948     FIRST OBSERVED   CGS
 EY2089
 EY2089                          STATION DESCRIPTION
 EY2089
 EY2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EY2089'STATION BOUNDARY MARKER POST PROJECTS
 EY2089'3-1/2 FEET ABOVE THE GROUND AND IS 4.60 METERS (15.1 FEET) FROM
 EY2089'STATION WOOLARD S 74 DEG 15 MIN W.
 EY2089'
 EY2089'TO REACH STATION WOOLARD FROM N END OF THE DRAW BRIDGE ACROSS THE
 EY2089'PAMLICO RIVER IN WASHINGTON, PROCEED N ON U.S. HIGHWAY 17, 10.6 MILES
 EY2089'TO BETTS CROSSROADS.  TURN E ON DIRT ROAD 0.80 MILE TO SLIGHT BEND
 EY2089'IN ROAD AND STATION WOOLARD, DIRECTLY OPPOSITE COUNTY LINE SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2595 ***********************************************************************
 EY2595  DESIGNATION -  BOUNDARY MON DUPLIN LENOIR CO
 EY2595  PID         -  EY2595
 EY2595  STATE/COUNTY-  NC/DUPLIN
 EY2595  USGS QUAD   -  PINK HILL (1980)
 EY2595
 EY2595                         *CURRENT SURVEY CONTROL
 EY2595  ___________________________________________________________________
 EY2595* NAD 83(2001)-  35 00 58.54212(N)    077 44 22.60323(W)     ADJUSTED  
 EY2595* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 EY2595  ___________________________________________________________________
 EY2595  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EY2595  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EY2595  HORZ ORDER  -  THIRD
 EY2595
 EY2595.The horizontal coordinates were established by classical geodetic methods
 EY2595.and adjusted by the National Geodetic Survey in August 2005.
 EY2595
 EY2595.The orthometric height was scaled from a topographic map.
 EY2595
 EY2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2595
 EY2595.The geoid height was determined by GEOID03.
 EY2595
 EY2595;                    North         East     Units Scale Factor Converg.
 EY2595;SPC NC       -   141,196.689   724,620.185   MT  0.99988099   +0 43 38.9
 EY2595;SPC NC       -   463,242.80  2,377,358.06   sFT  0.99988099   +0 43 38.9
 EY2595;UTM  18      - 3,878,277.265   250,022.546   MT  1.00037022   -1 34 22.2
 EY2595
 EY2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2595!SPC NC       -   0.99999960  x   0.99988099  =   0.99988059
 EY2595!UTM  18      -   0.99999960  x   1.00037022  =   1.00036982
 EY2595
 EY2595                          SUPERSEDED SURVEY CONTROL
 EY2595
 EY2595  NAD 83(1986)-  35 00 58.55222(N)    077 44 22.61345(W) AD(       ) 4
 EY2595  NAD 27      -  35 00 57.96100(N)    077 44 23.70400(W) AD(       ) 3
 EY2595
 EY2595.Superseded values are not recommended for survey control.
 EY2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2595.See file dsdata.txt to determine how the superseded data were derived.
 EY2595
 EY2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5002378277(NAD 83)
 EY2595_MARKER: DU = BOUNDARY MARKER
 EY2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2595_STAMPING: L. D.
 EY2595_MARK LOGO: NONE  
 EY2595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2595+STABILITY: SURFACE MOTION
 EY2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2595+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 EY2595
 EY2595  HISTORY     - Date     Condition        Report By
 EY2595  HISTORY     - 1933     MONUMENTED       CGS
 EY2595  HISTORY     - 1978     MARK NOT FOUND   BAKER
 EY2595  HISTORY     - 19990420 SEE DESCRIPTION  NCGS
 EY2595  HISTORY     - 20051018 MARK NOT FOUND   GEOCAC
 EY2595
 EY2595                          STATION DESCRIPTION
 EY2595
 EY2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EY2595'ABOUT 7 MILES NORTH OF BEULAVILLE AND 2-1/2 MILES SOUTH OF PINK HILL,
 EY2595'AT THE DUPLIN-LENOIR COUNTY LINE. TO REACH FROM PINK HILL, GO SOUTH
 EY2595'0.1 MILE ON DIRT ROAD FROM POINT WHERE ROUTE 11 TURNS WEST TO
 EY2595'RAILROAD CROSSING.  CROSS THE RAILROAD AND CONTINUE SOUTH 1.05 MILES
 EY2595'ON RIGHT-HAND MAIN GRADED ROAD TO A T-ROAD ON LEFT. TURN LEFT
 EY2595'(EAST) ONTO THIS GRADED ROAD, FOLLOW 0.6 MILE TO CROSSROADS, AND
 EY2595'CONTINUE STRAIGHT AHEAD 20 YARDS TO GRADED ROAD ON RIGHT JUST BEYOND
 EY2595'HOUSE AND BARN.  TURN RIGHT ONTO THIS ROAD AND CONTINUE SOUTH 0.8
 EY2595'MILE TO END OF GRADING.  CONTINUE STRAIGHT AHEAD ON UNGRADED
 EY2595'SANDY ROAD INTO WOODS AND TO DIM ROAD CROSSING AT COUNTY LINE
 EY2595'(MARKED BY SIGN). TO REACH FROM BEULAVILLE, GO NORTH 0.25 MILE ON
 EY2595'TEMPORARY ROUTE 41 TO POINT WHERE IT BEARS RIGHT. CONTINUE NORTH
 EY2595'7.8 MILES ON LEFT-HAND GRADED ROAD TO THE T-ROAD 1.05 MILES SOUTH
 EY2595'OF PINK HILL, TURN EAST, AND FOLLOW ABOVE DIRECTIONS FROM THIS
 EY2595'POINT. TO REACH FROM ROUTE 121, GO WEST 6.5 MILES ON MAIN DIRT ROAD
 EY2595'FROM POINT ON ROUTE 121 WHICH IS 1.3 MILES NORTH OF LENOIR-JONES
 EY2595'COUNTY LINE TO FORK IN ROAD. TAKE LEFT FORK, CONTINUE 0.8 MILE TO
 EY2595'END OF GRADING, AND THEN FOLLOW UNGRADED SAND ROAD STRAIGHT AHEAD
 EY2595'0.3 MILE TO STATION SITE AS DESCRIBED ABOVE.
 EY2595'
 EY2595'THE STATION IS A 6-INCH TRIANGULAR CONCRETE POST WITH LETTERS L.O. OR
 EY2595'L.D. MOLDED IN TOP.  IT IS 9 FEET EAST OF CENTER LINE OF ROAD, 55 FEET
 EY2595'SOUTH OF CENTER LINE OF LANE, AND 66.1 FEET FROM STATION DUPLIN.
 EY2595
 EY2595                          STATION RECOVERY (1978)
 EY2595
 EY2595'RECOVERY NOTE BY M BAKER JR INCORPORATED 1978 (KFH)
 EY2595'STATION NOT RECOVERED.
 EY2595
 EY2595                          STATION RECOVERY (1999)
 EY2595
 EY2595'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2595'NEIGHBOR REPORTS THAT MARK WAS DESTROYED BY LANDOWNER. STATION WAS DUG
 EY2595'UP AND BURIED NEAR REFERENCED LOCATION.
 EY2595
 EY2595                          STATION RECOVERY (2005)
 EY2595
 EY2595'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EY2595'VISITED SITE ON SUMNER ROAD (SR1710), 0.8 MILES NORTH OF COUNTRY CLUB
 EY2595'ROAD (SR1709), AT THE COUNTY LINE. DID NOT FIND ANY EVIDENCE OF
 EY2595'MONUMENT. THE COUNTY LINE CURRENTLY IS MARKED WITH METAL TAGS ON
 EY2595'TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9379 ***********************************************************************
 AF9379  DESIGNATION -  BOUNDARY MON FORSYTH STOKES CO
 AF9379  PID         -  AF9379
 AF9379  STATE/COUNTY-  NC/STOKES
 AF9379  USGS QUAD   -  WALNUT COVE (1986)
 AF9379
 AF9379                         *CURRENT SURVEY CONTROL
 AF9379  ___________________________________________________________________
 AF9379* NAD 83(2007)-  36 15 30.33947(N)    080 08 49.41502(W)     ADJUSTED  
 AF9379* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 AF9379  ___________________________________________________________________
 AF9379  EPOCH DATE  -        2002.00
 AF9379  X           -     881,142.031 (meters)                     COMP
 AF9379  Y           -  -5,073,315.488 (meters)                     COMP
 AF9379  Z           -   3,751,480.614 (meters)                     COMP
 AF9379  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AF9379  ELLIP HEIGHT-         216.542 (meters)          (02/10/07) ADJUSTED
 AF9379  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AF9379
 AF9379  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9379  Type    PID    Designation                      North   East  Ellip
 AF9379  -------------------------------------------------------------------
 AF9379  NETWORK AF9379 BOUNDARY MON FORSYTH STOKES CO    0.71   0.63   1.51
 AF9379  -------------------------------------------------------------------
 AF9379
 AF9379.The horizontal coordinates were established by GPS observations
 AF9379.and adjusted by the National Geodetic Survey in February 2007.
 AF9379
 AF9379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9379.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9379.The horizontal coordinates are valid at the epoch date displayed above.
 AF9379.The epoch date for horizontal control is a decimal equivalence
 AF9379.of Year/Month/Day.
 AF9379
 AF9379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9379
 AF9379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9379
 AF9379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9379
 AF9379.The ellipsoidal height was determined by GPS observations
 AF9379.and is referenced to NAD 83.
 AF9379
 AF9379.The geoid height was determined by GEOID03.
 AF9379
 AF9379;                    North         East     Units Scale Factor Converg.
 AF9379;SPC NC       -   278,871.513   506,516.089   MT  1.00002690   -0 39 43.4
 AF9379;SPC NC       -   914,930.96  1,661,794.87   sFT  1.00002690   -0 39 43.4
 AF9379;UTM  17      - 4,012,949.796   576,622.745   MT  0.99967234   +0 30 16.1
 AF9379
 AF9379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9379!SPC NC       -   0.99996602  x   1.00002690  =   0.99999292
 AF9379!UTM  17      -   0.99996602  x   0.99967234  =   0.99963837
 AF9379
 AF9379:                Primary Azimuth Mark                     Grid Az
 AF9379:SPC NC       -  CHAPEL                                   194 11 12.2
 AF9379:UTM  17      -  CHAPEL                                   193 01 12.7
 AF9379
 AF9379|---------------------------------------------------------------------|
 AF9379| PID    Reference Object                     Distance      Geod. Az  |
 AF9379|                                                           dddmmss.s |
 AF9379| AF9380 CHAPEL                              APPROX. 0.6 KM 1933128.8 |
 AF9379|---------------------------------------------------------------------|
 AF9379
 AF9379                          SUPERSEDED SURVEY CONTROL
 AF9379
 AF9379  NAD 83(2001)-  36 15 30.33985(N)    080 08 49.41440(W) AD(       ) 1
 AF9379  ELLIP H (03/13/03)  216.536  (m)                       GP(       ) 4 2
 AF9379  NAD 83(1986)-  36 15 30.34712(N)    080 08 49.42071(W) AD(       ) 1
 AF9379  NGVD 29 (07/20/98)  249.8    (m)          820.     (f) GPS OBS     3  
 AF9379
 AF9379.Superseded values are not recommended for survey control.
 AF9379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9379.See file dsdata.txt to determine how the superseded data were derived.
 AF9379
 AF9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7662312950(NAD 83)
 AF9379_MARKER: N = NAIL
 AF9379_SETTING: 0 = UNSPECIFIED SETTING
 AF9379_STAMPING: FORSYTH COUNTY - STOKES COUNTY
 AF9379_MARK LOGO: NC-169
 AF9379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9379+STABILITY: SURFACE MOTION
 AF9379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9379+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1993
 AF9379
 AF9379  HISTORY     - Date     Condition        Report By
 AF9379  HISTORY     - UNK      MONUMENTED       NC-169
 AF9379  HISTORY     - 19930201 GOOD             NCGS
 AF9379
 AF9379                          STATION DESCRIPTION
 AF9379
 AF9379'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 AF9379'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) SOUTH OF WALNUT COVE. AT THE
 AF9379'STOKES-FORSYTH COUNTY LINE CROSSING OF US 311, BETWEEN THE HIGHWAY AND
 AF9379'THE RAILROAD, A TRIANGULAR SHAPED CONCRETE POST STANDING 4.5 FT (1.4
 AF9379'M) HIGH WITH STOKES COUNTY ENGRAVED ON THE NORTHEAST SIDE AND FORSYTH
 AF9379'COUNTY ON THE SOUTHEAST SIDE. MARK IS ABOUT 5-FEET HIGHER THAN THE
 AF9379'HIGHWAY AND PROJECTING 52 INCHES ABOVE THE GROUND.  LOCATED 22.5 FT
 AF9379'(6.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.3 FT (2.5 M) WEST OF
 AF9379'THE WEST RAIL, AND 36.6 FT (11.2 M) SOUTH OF A TELEPHONE POLE WITH A
 AF9379'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2347 ***********************************************************************
 EB2347  DESIGNATION -  BOUNDARY MON HWY 410 NC SC
 EB2347  PID         -  EB2347
 EB2347  STATE/COUNTY-  NC/COLUMBUS
 EB2347  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2347
 EB2347                         *CURRENT SURVEY CONTROL
 EB2347  ___________________________________________________________________
 EB2347* NAD 83(2001)-  34 08 26.72674(N)    078 52 57.07388(W)     ADJUSTED  
 EB2347* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 EB2347  ___________________________________________________________________
 EB2347  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EB2347  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EB2347  HORZ ORDER  -  THIRD
 EB2347
 EB2347.The horizontal coordinates were established by classical geodetic methods
 EB2347.and adjusted by the National Geodetic Survey in March 2004.
 EB2347
 EB2347.The orthometric height was scaled from a topographic map.
 EB2347
 EB2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2347
 EB2347.The geoid height was determined by GEOID03.
 EB2347
 EB2347;                    North         East     Units Scale Factor Converg.
 EB2347;SPC NC       -    43,355.490   620,437.238   MT  1.00005889   +0 04 04.1
 EB2347;SPC NC       -   142,242.14  2,035,551.17   sFT  1.00005889   +0 04 04.1
 EB2347;UTM  17      - 3,779,788.358   695,238.096   MT  1.00006990   +1 11 19.6
 EB2347
 EB2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2347!SPC NC       -   1.00000042  x   1.00005889  =   1.00005931
 EB2347!UTM  17      -   1.00000042  x   1.00006990  =   1.00007032
 EB2347
 EB2347                          SUPERSEDED SURVEY CONTROL
 EB2347
 EB2347  NAD 83(1986)-  34 08 26.73371(N)    078 52 57.07806(W) AD(       ) 4
 EB2347  NAD 27      -  34 08 26.12100(N)    078 52 57.99200(W) AD(       ) 3
 EB2347
 EB2347.Superseded values are not recommended for survey control.
 EB2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2347.See file dsdata.txt to determine how the superseded data were derived.
 EB2347
 EB2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9523879788(NAD 83)
 EB2347_MARKER: 71 = BOUNDARY MONUMENT
 EB2347_SETTING: 0 = UNSPECIFIED SETTING
 EB2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2347+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EB2347
 EB2347  HISTORY     - Date     Condition        Report By
 EB2347  HISTORY     - 1933     FIRST OBSERVED   CGS
 EB2347  HISTORY     - 1943     GOOD             USE
 EB2347  HISTORY     - 19900220 GOOD             NCGS
 EB2347  HISTORY     - 20050525 GOOD             GEOCAC
 EB2347  HISTORY     - 20081202 POOR             GEOCAC
 EB2347
 EB2347                          STATION DESCRIPTION
 EB2347
 EB2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EB2347'ON NORTH CAROLINA-SOUTH CAROLINA STATE LINE, 0.75 MILE SOUTHWEST
 EB2347'OF TABOR, AND 10 YARDS WEST OF CENTER LINE OF U.S. HIGHWAY
 EB2347'701.  MARKED BY 6-INCH SQUARE BY 4 1/2-FOOT-HIGH GRANITE
 EB2347'MONUMENT WHICH HAS NC CUT ON NORTH FACE AND SC ON SOUTH FACE.
 EB2347'STATION TABOR (SEE DESCRIPTION THEREOF) IS 3.908 METERS (12.82
 EB2347'FEET) FROM STATION N 42 DEG 22 MIN W.
 EB2347
 EB2347                          STATION RECOVERY (1943)
 EB2347
 EB2347'RECOVERY NOTE BY US ENGINEERS 1943
 EB2347'MONUMENT FOUND AS DESCRIBED IN GOOD CONDITION.
 EB2347
 EB2347                          STATION RECOVERY (1990)
 EB2347
 EB2347'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 EB2347'RECOVERED AS DESCRIBED.
 EB2347
 EB2347                          STATION RECOVERY (2005)
 EB2347
 EB2347'RECOVERY NOTE BY GEOCACHING 2005 (NEW)
 EB2347'GRANITE MARKER 1-- FROM HWY 9 IN SC, FOLLOW 701
 EB2347'TOWARD NC STATE LINE. IN TABOR, TAKE 701 BUSINESS
 EB2347'INSTEAD OF 701 BYPASS. TURN LEFT AT 410. GRANITE
 EB2347'MARKER WILL BE ON YOUR RIGHT ACCOSS THE DITCH IN
 EB2347'THE DIRECTION OF THE OLD BILLBOARD SIGN. THE 6 INCH
 EB2347'SQUARE 4.5 FEET HIGH GRANITE POST HAS --NC-- AND  --SC--
 EB2347'CUT ON OPPOSITE FACES. THIS IS THE STATION EB2347, AS PER THE
 EB2347'DESCRIPTION. MY COORDINATES WERE 34 08.143N AND 070 52.596W
 EB2347'GRANITE MARKER 2-- IF YOU TAKE THE 701 BYPASS YOU WILL
 EB2347'ARRIVE AT HORRY AUTO SALES. NEAR THE REAR ENTRANCE TO THE
 EB2347'PROPERTY, BETWEEN A MAILBOX AND A TELEPHONE POLE THERE IS
 EB2347'A SIMILAR GRANITE POST, THOUGH NOT AS TALL, ON THE STATE
 EB2347'LINE WITHOUT ANY MARKINGS. I HAVEN'T FOUND ANY REFERENCE
 EB2347'OR PID FOR THIS GRANITE MARKER. MY COORDINATES WERE
 EB2347'34 08.050N AND 070 52.486W -PHOTOS AT GEOCACHING.COM
 EB2347
 EB2347                          STATION RECOVERY (2008)
 EB2347
 EB2347'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 EB2347'NOTE - MONUMENT IS TILTED AT LEAST 15 DEGREES TO THE E AND IS
 EB2347'CURRENTLY RESTING AGAINST RIGHT LEG OF SC STATE LINE SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5028 ***********************************************************************
 AJ5028  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5028  DESIGNATION -  BOUNDARY MON MILE 2 NC SC
 AJ5028  PID         -  AJ5028
 AJ5028  STATE/COUNTY-  NC/BRUNSWICK
 AJ5028  USGS QUAD   -  LITTLE RIVER (1990)
 AJ5028
 AJ5028                         *CURRENT SURVEY CONTROL
 AJ5028  ___________________________________________________________________
 AJ5028* NAD 83(2007)-  33 52 25.20449(N)    078 34 01.94598(W)     ADJUSTED  
 AJ5028* NAVD 88     -         6.53   (meters)      21.4    (feet)  GPS OBS   
 AJ5028  ___________________________________________________________________
 AJ5028  EPOCH DATE  -        2002.00
 AJ5028  X           -   1,050,766.931 (meters)                     COMP
 AJ5028  Y           -  -5,195,873.392 (meters)                     COMP
 AJ5028  Z           -   3,534,804.683 (meters)                     COMP
 AJ5028  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AJ5028  ELLIP HEIGHT-         -28.743 (meters)          (04/30/08) ADJUSTED
 AJ5028  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 AJ5028  HORZ ORDER  -  FIRST
 AJ5028  ELLP ORDER  -  FOURTH    CLASS I
 AJ5028
 AJ5028.The horizontal coordinates were established by GPS observations
 AJ5028.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 AJ5028
 AJ5028.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5028.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5028.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5028.The epoch date for horizontal control is a decimal equivalence
 AJ5028.of Year/Month/Day.
 AJ5028
 AJ5028.The orthometric height was determined by GPS observations and a
 AJ5028.high-resolution geoid model.
 AJ5028.The orthometric height was determined by GPS observations and a
 AJ5028.high-resolution geoid model using precise GPS observation and
 AJ5028.processing techniques.
 AJ5028
 AJ5028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5028
 AJ5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5028
 AJ5028.The ellipsoidal height was determined by GPS observations
 AJ5028.and is referenced to NAD 83.
 AJ5028
 AJ5028.The geoid height was determined by GEOID03.
 AJ5028
 AJ5028;                    North         East     Units Scale Factor Converg.
 AJ5028;SPC NC       -    13,806.964   649,650.019   MT  1.00015894   +0 14 59.3
 AJ5028;SPC NC       -    45,298.35  2,131,393.44   sFT  1.00015894   +0 14 59.3
 AJ5028;UTM  17      - 3,750,812.281   725,020.988   MT  1.00022424   +1 21 23.5
 AJ5028
 AJ5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5028!SPC NC       -   1.00000451  x   1.00015894  =   1.00016345
 AJ5028!UTM  17      -   1.00000451  x   1.00022424  =   1.00022875
 AJ5028
 AJ5028:                Primary Azimuth Mark                     Grid Az
 AJ5028:SPC NC       -  BOUNDARY MON 2 GRANITE NC SC             135 14 20.6
 AJ5028:UTM  17      -  BOUNDARY MON 2 GRANITE NC SC             134 07 56.4
 AJ5028
 AJ5028|---------------------------------------------------------------------|
 AJ5028| PID    Reference Object                     Distance      Geod. Az  |
 AJ5028|                                                           dddmmss.s |
 AJ5028| AJ5027 BOUNDARY MON 2 GRANITE NC SC        APPROX. 1.5 KM 1352919.9 |
 AJ5028| AJ5029 BOUNDARY HOUSE NC SC                APPROX. 1.2 KM 3154026.6 |
 AJ5028|---------------------------------------------------------------------|
 AJ5028
 AJ5028                          SUPERSEDED SURVEY CONTROL
 AJ5028
 AJ5028  NAD 83(2007)-  33 52 25.23283(N)    078 34 01.91822(W) AD(       ) 0
 AJ5028  ELLIP H (02/10/07)  -28.848  (m)                       GP(       )    
 AJ5028  NAD 83(2001)-  33 52 25.23299(N)    078 34 01.91809(W) AD(       ) 1
 AJ5028  ELLIP H (03/13/03)  -28.814  (m)                       GP(       ) 4 2
 AJ5028  NAD 83(1986)-  33 52 25.24154(N)    078 34 01.92556(W) AD(       ) 1
 AJ5028
 AJ5028.Superseded values are not recommended for survey control.
 AJ5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5028.See file dsdata.txt to determine how the superseded data were derived.
 AJ5028
 AJ5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2502150812(NAD 83)
 AJ5028_MARKER: V = STONE MONUMENT
 AJ5028_SETTING: 0 = UNSPECIFIED SETTING
 AJ5028_STAMPING: 2M NC SC
 AJ5028_MARK LOGO: CGS   
 AJ5028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5028+STABILITY: SURFACE MOTION
 AJ5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5028+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AJ5028
 AJ5028  HISTORY     - Date     Condition        Report By
 AJ5028  HISTORY     - 1934     MONUMENTED       CGS
 AJ5028  HISTORY     - 20000531 SEE DESCRIPTION  NCGS
 AJ5028  HISTORY     - 20051101 GOOD             USPSQD
 AJ5028  HISTORY     - 20080418 GOOD             SCGS
 AJ5028
 AJ5028                          STATION DESCRIPTION
 AJ5028
 AJ5028'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5028'STATION IS LOCATED AT THE OCEAN HARBOR GOLF LINKS ON COLKINS NECK. TO
 AJ5028'REACH THE STATION, PROCEED ALONG NC 179 (BEACH DRIVE) FOR 1.4 MI (2.3
 AJ5028'KM) EAST FROM THE POST OFFICE IN CALABASH, TO CLARIDAY ROAD (NORTH)AND
 AJ5028'NC 179 (SOUTH), CONTINUE SOUTH ON NC 179 FOR 1.6 MI (2.6 KM) TO OCEAN
 AJ5028'HARBOR GOLF CLUB ROAD, THENCE WEST ON OCEAN HARBOR GOLF CLUB ROAD FOR
 AJ5028'1.45 MI (2.33 KM) TO A STOP SIGN AT A T-ROAD INTERSECTION, THENCE
 AJ5028'LEFT, THENCE RIGHT (FOLLOWING SIGNS TO CLUB HOUSE) FOR 0.15 MI (0.24
 AJ5028'KM) TO A GOLF CART CROSSING, THENCE NORTH ALONG ASPHALT CART PATH FOR
 AJ5028'0.1 MI (0.2 KM) TO THE 9TH TEE BOX AND THE STATION.  NOTE---LOCALS
 AJ5028'REPORT THAT THIS MONUMENT IS NOT IN ITS ORIGINAL LOCATION.  THE MARK
 AJ5028'IS ABOUT 7 FEET (2.1 M) LOWER THAN THE 9TH TEE BOX AND PROJECTS 61
 AJ5028'INCHES.  LOCATED 9.0 FT (2.7 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AJ5028'ASPHALT GOLF CART PATH, 75.5 FT (23.0 M) NORTH-NORTHWEST OF THE EAST
 AJ5028'END OF A 24 INCH CORRUGATED METAL PIPE AND 73.0 FT (22.3 M)
 AJ5028'NORTH-NORTHEAST OF THE WEST END OF A 24 INCH CORRUGATED METAL PIPE.
 AJ5028
 AJ5028                          STATION RECOVERY (2005)
 AJ5028
 AJ5028'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5028'RECOVERED IN GOOD CONDITION.
 AJ5028
 AJ5028                          STATION RECOVERY (2008)
 AJ5028
 AJ5028'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 AJ5028'STATION IS LOCATED 1.8 MI (2.9 KM) SOUTH-SOUTHEAST OF CALABASH, NC,
 AJ5028'2.8 MI (4.5 KM) EAST OF LITTLE RIVER, 7.9 MI (12.7 KM) WEST OF OCEAN
 AJ5028'ISLE BEACH.  OWNERSHIP--UNKNOWN.
 AJ5028' 
 AJ5028'TO REACH THE STATION FROM THE FORK JUNCTION OF U.S. HIGHWAY 17 AND
 AJ5028'STATE HIGHWAY 179, 1.0 MILE EAST NORTHEAST OF LITTLE RIVER, GO
 AJ5028'EAST-NORTHEAST ON HIGHWAY 179 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF
 AJ5028'STATE HIGHWAY 179 BUSINESS (BEACH DRIVE) RIGHT AND CLARIDAY ROAD LEFT,
 AJ5028'TURN RIGHT ON HIGHWAY 179 BUSINESS FOR 1.6 MI (2.6 KM) TO THE ENTRANCE
 AJ5028'TO OCEAN HARBOR GOLF CLUB (OCEAN HARBOR GOLF CLUB ROAD), TURN RIGHT ON
 AJ5028'OCEAN HARBOR GOLF CLUB ROAD FOR 1.05 MI (1.7 KM) TO A LOCKED GATE,
 AJ5028'GAIN PERMISSION, PROCEED THROUGH GATE FOR 0.45 MI (0.7 KM) TO A
 AJ5028'T-JUNCTION OF A PAVED ROAD, TURN LEFT ON THE PAVED ROAD FOR 0.1 MI
 AJ5028'(0.2 KM) TO A ROAD RIGHT, TURN RIGHT FOR 0.1 MI (0.2 KM) TO A GOLF
 AJ5028'CART PATH RIGHT, TURN RIGHT ON THE GOLF CART PATH FOR 0.05 MILE TO THE
 AJ5028'STATION ON THE LEFT.   STATION IS THE CENTER OF A PK NAIL EPOXIED IN A
 AJ5028'DRILL HOLE IN AN 8-INCH (20 CM) SQUARE GRANITE POST PROJECTING
 AJ5028'5.7-FOOT, 11.0 FT (3.4 M) WEST OF THE WEST EDGE OF THE ASPHALT GOLF
 AJ5028'CART PATH, 149.0 FT (45.4 M) SOUTH OF THE WEST LEG OF A SHELL SIGN FOR
 AJ5028'THE NINTH HOLE, 73.8 FT (22.5 M) NORTH-NORTHWEST OF THE EAST END OF A
 AJ5028'2.0-FOOT CORRUGATED METAL CULVERT, 70.1 FT (21.4 M) NORTH OF THE WEST
 AJ5028'END OF A 2.0-FOOT CORRUGATED METAL CULVERT. RECOVERED BY A.W.  ZUPAN.
 AJ5028' 
 AJ5028'NOTE-STATE BOUNDARY MONUMENT HAS ENGRAVED S.C.  ON THE NORTH SIDE,
 AJ5028'N.C.  ON THE SOUTH SIDE AND 2M.  ON THE WEST SIDE OF THE BOUNDARY
 AJ5028'MONUMENT. THIS IS A NORTH CAROLINA/SOUTH CAROLINA STATE LINE BOUNDARY
 AJ5028'MONUMENT SET BY THE STATE BOUNDARY COMMISSION IN 1928. NOTE-LOCAL
 AJ5028'SURVEYORS REPORTED THIS STATION TO HAVE BEEN MOVED FROM THE ORIGINAL
 AJ5028'LOCATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2835 ***********************************************************************
 EB2835  HT_MOD      -  This is a Height Modernization Survey Station.
 EB2835  DESIGNATION -  BOUNDARY MON NC SC NEAR GIBSON
 EB2835  PID         -  EB2835
 EB2835  STATE/COUNTY-  NC/SCOTLAND
 EB2835  USGS QUAD   -  GIBSON (1982)
 EB2835
 EB2835                         *CURRENT SURVEY CONTROL
 EB2835  ___________________________________________________________________
 EB2835* NAD 83(2007)-  34 45 26.95943(N)    079 37 04.05062(W)     ADJUSTED  
 EB2835* NAVD 88     -        75.46   (meters)     247.6    (feet)  GPS OBS   
 EB2835  ___________________________________________________________________
 EB2835  EPOCH DATE  -        2002.00
 EB2835  X           -     945,373.610 (meters)                     COMP
 EB2835  Y           -  -5,159,959.537 (meters)                     COMP
 EB2835  Z           -   3,615,820.813 (meters)                     COMP
 EB2835  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EB2835  ELLIP HEIGHT-          43.500 (meters)          (04/30/08) ADJUSTED
 EB2835  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 EB2835  HORZ ORDER  -  FIRST
 EB2835  ELLP ORDER  -  FOURTH    CLASS I
 EB2835
 EB2835.The horizontal coordinates were established by GPS observations
 EB2835.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 EB2835
 EB2835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB2835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB2835.The horizontal coordinates are valid at the epoch date displayed above.
 EB2835.The epoch date for horizontal control is a decimal equivalence
 EB2835.of Year/Month/Day.
 EB2835
 EB2835.The orthometric height was determined by GPS observations and a
 EB2835.high-resolution geoid model.
 EB2835.The orthometric height was determined by GPS observations and a
 EB2835.high-resolution geoid model using precise GPS observation and
 EB2835.processing techniques.
 EB2835
 EB2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB2835
 EB2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2835
 EB2835.The ellipsoidal height was determined by GPS observations
 EB2835.and is referenced to NAD 83.
 EB2835
 EB2835.The geoid height was determined by GEOID03.
 EB2835
 EB2835;                    North         East     Units Scale Factor Converg.
 EB2835;SPC NC       -   111,937.665   553,043.729   MT  0.99990955   -0 21 23.7
 EB2835;SPC NC       -   367,248.82  1,814,444.30   sFT  0.99990955   -0 21 23.7
 EB2835;UTM  17      - 3,847,020.045   626,504.106   MT  0.99979724   +0 47 17.2
 EB2835
 EB2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2835!SPC NC       -   0.99999317  x   0.99990955  =   0.99990272
 EB2835!UTM  17      -   0.99999317  x   0.99979724  =   0.99979041
 EB2835
 EB2835|---------------------------------------------------------------------|
 EB2835| PID    Reference Object                     Distance      Geod. Az  |
 EB2835|                                                           dddmmss.s |
 EB2835| EB2834 GIBSON                                6.806 METERS 31730     |
 EB2835|---------------------------------------------------------------------|
 EB2835
 EB2835                          SUPERSEDED SURVEY CONTROL
 EB2835
 EB2835  NAD 83(2001)-  34 45 26.96044(N)    079 37 04.05135(W) AD(       ) 4
 EB2835  NAD 83(2001)-  34 45 26.97215(N)    079 37 04.05481(W) AD(       ) 4
 EB2835  NAD 83(1986)-  34 45 26.97215(N)    079 37 04.05480(W) AD(       ) 4
 EB2835  NAD 27      -  34 45 26.39200(N)    079 37 04.86000(W) AD(       ) 3
 EB2835
 EB2835.Superseded values are not recommended for survey control.
 EB2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2835.See file dsdata.txt to determine how the superseded data were derived.
 EB2835
 EB2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2650447020(NAD 83)
 EB2835_MARKER: V = STONE MONUMENT
 EB2835_SETTING: 0 = UNSPECIFIED SETTING
 EB2835_STAMPING: N NC, S SC, TOP 1905
 EB2835_MARK LOGO: NONE  
 EB2835_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EB2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2835+STABILITY: SURFACE MOTION
 EB2835
 EB2835  HISTORY     - Date     Condition        Report By
 EB2835  HISTORY     - 1933     MONUMENTED       CGS
 EB2835  HISTORY     - 1937     GOOD             CGS
 EB2835  HISTORY     - 1964     SEE DESCRIPTION  AMS
 EB2835  HISTORY     - 20060209 MARK NOT FOUND   GEOCAC
 EB2835  HISTORY     - 20080418 GOOD             SCGS
 EB2835
 EB2835                          STATION DESCRIPTION
 EB2835
 EB2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 EB2835'ON NORTH CAROLINA-SOUTH CAROLINA STATE LINE, 0.4 MILE SOUTHWEST
 EB2835'OF GIBSON.  MARKED BY 4-INCH SQUARE CONCRETE POST LETTERED
 EB2835'1905.  STATION GIBSON (SEE DESCRIPTION THEREOF) IS 6.806 METERS
 EB2835'(22.33 FEET) FROM STATION N 42 DEG 30 MIN W.
 EB2835
 EB2835                          STATION RECOVERY (1964)
 EB2835
 EB2835'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EB2835'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 EB2835'
 EB2835'THE MONUMENT IS LOCATED 15.2 FEET NNW OF THE CENTERLINE OF
 EB2835'STATE ROUTE NO. 79.
 EB2835'
 EB2835'NOTE--IN 1937 IDENTIFIED THIS BOUNDARY MONUMENT AS BEING A
 EB2835'4 INCH SQUARE CONCRETE POST.  THE MONUMENT EXISTING AS OF THE
 EB2835'DATE OF THIS RECOVERY IS A 5 INCH SQUARE GRANITE POST WITH THE
 EB2835'FIGURE 1905 ENGRAVED IN THE TOP OF POST AND THE LETTERS N.C.
 EB2835'ON THE NORTHEAST SIDE OF POST AND S.C. ON THE SOUTHEAST SIDE
 EB2835'OF THE POST.
 EB2835'
 EB2835'THE DISTANCE FROM THIS BOUNDARY MONUMENT TO TRIANGULATION STATION
 EB2835'GIBSON USC AND GS 1933 WAS MEASURED TO BE 22.25 FEET.
 EB2835
 EB2835                          STATION RECOVERY (2006)
 EB2835
 EB2835'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EB2835'MONUMENT HAS BEEN BROKEN OFF. BASE IS RECESSED 2 INCHES.
 EB2835
 EB2835                          STATION RECOVERY (2008)
 EB2835
 EB2835'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 EB2835'STATION IS LOCATED AT THE EDGE OF GIBSON, NORTH CAROLINA, 7.4 MI (11.9
 EB2835'KM) NORTH-NORTHWEST OF MCCOLL, 10.4 MI (16.8 KM) NORTH-NORTHEAST OF
 EB2835'BENNETTSVILLE.  OWNERSHIP--RIGHT OF WAY.
 EB2835' 
 EB2835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 381 (CHURCH
 EB2835'STREET) AND 79 (MAIN STREET) IN GIBSON, NC, GO WEST ON HIGHWAY 79 FOR
 EB2835'0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT AT THE SOUTH END OF THE
 EB2835'CONCRETE CURBING AT THE NORTH CAROLINA AND SOUTH CAROLINA STATE LINE.
 EB2835'STATION IS THE CENTER OF A PK NAIL EPOXIED IN A DRILL HOLE OF A 6-INCH
 EB2835'(15 CM) SQUARE GRANITE POST FLUSH WITH THE GROUND AND LEVEL WITH THE
 EB2835'HIGHWAY, 15.6 FT (4.8 M) NORTH-NORTHWEST OF THE CENTER OF THE HIGHWAY,
 EB2835'182.4 FT (55.6 M) WEST-SOUTHWEST OF REFERENCE MARK GIBSON RM 1, 22.4
 EB2835'FT (6.8 M) SOUTHEAST OF TRIANGULATION STATION GIBSON, 5.6 FT (1.7 M)
 EB2835'EAST OF THE SOUTHEAST LEG OF A METAL SOUTH CAROLINA/MARLBORO COUNTY
 EB2835'SIGN POSTS, 36.3 FT (11.1 M) NORTH-NORTHWEST OF REFERENCE MARK GIBSON
 EB2835'RM 4, 16.1 FT (4.9 M) SOUTHEAST OF A WITNESS POST.
 EB2835' 
 EB2835'NOTE-STATION IS INTERVISIBLE WITH TRIANGULATION STATION GIBSON AND
 EB2835'HORIZONTAL STATION ROOTY BRANCH. RECOVERED BY A.W.  ZUPAN. NOTE-TOP OF
 EB2835'THE ORIGINAL STATION WAS SHEARED OFF BUT THE REMAINING POST IS INTACT
 EB2835'AND IN ORIGINAL LOCATION.   THIS IS A NORTH CAROLINA/SOUTH CAROLINA
 EB2835'STATE LINE BOUNDARY MONUMENT SET BY THE STATE BOUNDARY COMMISSION IN
 EB2835'1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK4522 ***********************************************************************
 DK4522  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4522  DESIGNATION -  BOUNDARY MON NC SC JORDAN
 DK4522  PID         -  DK4522
 DK4522  STATE/COUNTY-  NC/RICHMOND
 DK4522  USGS QUAD   -  DIGGS (1982)
 DK4522
 DK4522                         *CURRENT SURVEY CONTROL
 DK4522  ___________________________________________________________________
 DK4522* NAD 83(2007)-  34 48 22.24611(N)    079 50 25.90276(W)     ADJUSTED  
 DK4522* NAVD 88     -        57.31   (meters)     188.0    (feet)  GPS OBS   
 DK4522  ___________________________________________________________________
 DK4522  EPOCH DATE  -        2002.00
 DK4522  X           -     924,761.176 (meters)                     COMP
 DK4522  Y           -  -5,160,548.451 (meters)                     COMP
 DK4522  Z           -   3,620,247.329 (meters)                     COMP
 DK4522  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 DK4522  ELLIP HEIGHT-          25.983 (meters)          (04/30/08) ADJUSTED
 DK4522  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DK4522  HORZ ORDER  -  FIRST
 DK4522  ELLP ORDER  -  FOURTH    CLASS I
 DK4522
 DK4522.The horizontal coordinates were established by GPS observations
 DK4522.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 DK4522
 DK4522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4522.The horizontal coordinates are valid at the epoch date displayed above.
 DK4522.The epoch date for horizontal control is a decimal equivalence
 DK4522.of Year/Month/Day.
 DK4522
 DK4522.The orthometric height was determined by GPS observations and a
 DK4522.high-resolution geoid model.
 DK4522.The orthometric height was determined by GPS observations and a
 DK4522.high-resolution geoid model using precise GPS observation and
 DK4522.processing techniques.
 DK4522
 DK4522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4522
 DK4522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4522
 DK4522.The ellipsoidal height was determined by GPS observations
 DK4522.and is referenced to NAD 83.
 DK4522
 DK4522.The geoid height was determined by GEOID03.
 DK4522
 DK4522;                    North         East     Units Scale Factor Converg.
 DK4522;SPC NC       -   117,488.325   532,698.825   MT  0.99990264   -0 29 06.5
 DK4522;SPC NC       -   385,459.61  1,747,696.06   sFT  0.99990264   -0 29 06.5
 DK4522;UTM  17      - 3,852,162.024   606,055.110   MT  0.99973863   +0 39 42.8
 DK4522
 DK4522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4522!SPC NC       -   0.99999592  x   0.99990264  =   0.99989856
 DK4522!UTM  17      -   0.99999592  x   0.99973863  =   0.99973455
 DK4522
 DK4522                          SUPERSEDED SURVEY CONTROL
 DK4522
 DK4522.No superseded survey control is available for this station.
 DK4522
 DK4522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0605552162(NAD 83)
 DK4522_MARKER: V = STONE MONUMENT
 DK4522_SETTING: 0 = UNSPECIFIED SETTING
 DK4522_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DK4522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4522+STABILITY: SURFACE MOTION
 DK4522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4522+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DK4522
 DK4522  HISTORY     - Date     Condition        Report By
 DK4522  HISTORY     - 1905     MONUMENTED       LOCSUR
 DK4522  HISTORY     - 20080418 GOOD             SCGS
 DK4522
 DK4522                          STATION DESCRIPTION
 DK4522
 DK4522'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 DK4522'STATION IS LOCATED 7.9 MI (12.7 KM) NORTH-NORTHEAST OF CHERAW, 9.4 MI
 DK4522'(15.1 KM) SOUTHWEST OF HAMLET, 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF
 DK4522'ROCKINGHAM.  OWNERSHIP--JORDAN LUMBER, P.O. BOX 98, MOUNT.  GILEAD, NC
 DK4522'27306, CONTACT-CHIP MILLER, PHONE 910-439-6121 EXTENSION 218.
 DK4522' 
 DK4522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DK4522'HIGHWAY 9 IN WALLACE, 2.4 MI (3.9 KM) EAST-NORTHEAST OF CHERAW, GO
 DK4522'NORTH-NORTHWEST ON HIGHWAY 1 FOR 5.9 MI (9.5 KM) TO THE JUNCTION OF
 DK4522'STATE ROAD 113 (KIMREY ROAD), TURN RIGHT ON ROAD 113 FOR 1.6 MI (2.6
 DK4522'KM) TO A Y-FORK (STATE ROAD 113 RIGHT AND KIMREY ROAD LEFT), BEAR LEFT
 DK4522'ON KIMREY ROAD FOR 0.5 MI (0.8 KM) TO THE FORK JUNCTION OF STATE ROAD
 DK4522'631 RIGHT AND A SAND ROAD LEFT, BEAR LEFT ON THE SAND ROAD FOR 0.7 MI
 DK4522'(1.1 KM) TO A PRIVATE GATED ROAD LEFT, OBTAIN PERMISSION, TURN LEFT
 DK4522'THROUGH GATE ON SAND ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT
 DK4522'BESIDE A 2-INCH (5 CM) PIPE WITH CAP. STATION IS THE CENTER OF A PK
 DK4522'NAIL EPOXIED IN A DRILL HOLE IN A 6-INCH (15 CM) SQUARE GRANITE POST
 DK4522'AND 0.5 FT (0.2 M) ABOVE THE ROAD, 6.2 FT (1.9 M) WEST-NORTHWEST OF
 DK4522'THE CENTER OF ROAD, 3.1 FT (0.9 M) SOUTH OF A WITNESS POST, 3.3 FT
 DK4522'(1.0 M) NORTH-NORTHEAST OF A WITNESS POST.  RECOVERED BY A.W.  ZUPAN.
 DK4522' 
 DK4522'NOTE-STATION IS ENGRAVED WITH 1905 ON TOP OF POST, N.C.  ON ONE SIDE
 DK4522'AND S.C.  ON THE OPPOSITE SIDE. THIS IS A NORTH CAROLINA/SOUTH
 DK4522'CAROLINA STATE LINE BOUNDARY MONUMENT SET BY THE STATE BOUNDARY
 DK4522'COMMISSION IN 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK4523 ***********************************************************************
 DK4523  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4523  DESIGNATION -  BOUNDARY MON NC SC TIMBER
 DK4523  PID         -  DK4523
 DK4523  STATE/COUNTY-  NC/RICHMOND
 DK4523  USGS QUAD   -  DIGGS (1982)
 DK4523
 DK4523                         *CURRENT SURVEY CONTROL
 DK4523  ___________________________________________________________________
 DK4523* NAD 83(2007)-  34 48 22.70973(N)    079 51 37.41829(W)     ADJUSTED  
 DK4523* NAVD 88     -        60.32   (meters)     197.9    (feet)  GPS OBS   
 DK4523  ___________________________________________________________________
 DK4523  EPOCH DATE  -        2002.00
 DK4523  X           -     922,970.876 (meters)                     COMP
 DK4523  Y           -  -5,160,863.214 (meters)                     COMP
 DK4523  Z           -   3,620,260.804 (meters)                     COMP
 DK4523  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DK4523  ELLIP HEIGHT-          29.039 (meters)          (04/30/08) ADJUSTED
 DK4523  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 DK4523  HORZ ORDER  -  FIRST
 DK4523  ELLP ORDER  -  FOURTH    CLASS I
 DK4523
 DK4523.The horizontal coordinates were established by GPS observations
 DK4523.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 DK4523
 DK4523.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4523.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4523.The horizontal coordinates are valid at the epoch date displayed above.
 DK4523.The epoch date for horizontal control is a decimal equivalence
 DK4523.of Year/Month/Day.
 DK4523
 DK4523.The orthometric height was determined by GPS observations and a
 DK4523.high-resolution geoid model.
 DK4523.The orthometric height was determined by GPS observations and a
 DK4523.high-resolution geoid model using precise GPS observation and
 DK4523.processing techniques.
 DK4523
 DK4523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4523
 DK4523.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4523
 DK4523.The ellipsoidal height was determined by GPS observations
 DK4523.and is referenced to NAD 83.
 DK4523
 DK4523.The geoid height was determined by GEOID03.
 DK4523
 DK4523;                    North         East     Units Scale Factor Converg.
 DK4523;SPC NC       -   117,518.181   530,881.448   MT  0.99990262   -0 29 47.7
 DK4523;SPC NC       -   385,557.57  1,741,733.55   sFT  0.99990262   -0 29 47.7
 DK4523;UTM  17      - 3,852,155.493   604,237.803   MT  0.99973392   +0 39 02.0
 DK4523
 DK4523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4523!SPC NC       -   0.99999544  x   0.99990262  =   0.99989806
 DK4523!UTM  17      -   0.99999544  x   0.99973392  =   0.99972936
 DK4523
 DK4523                          SUPERSEDED SURVEY CONTROL
 DK4523
 DK4523.No superseded survey control is available for this station.
 DK4523
 DK4523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0423852155(NAD 83)
 DK4523_MARKER: V = STONE MONUMENT
 DK4523_SETTING: 0 = UNSPECIFIED SETTING
 DK4523_SP_SET: GRANITE POST
 DK4523_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DK4523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4523+STABILITY: SURFACE MOTION
 DK4523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4523+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 DK4523
 DK4523  HISTORY     - Date     Condition        Report By
 DK4523  HISTORY     - 1905     MONUMENTED       LOCSUR
 DK4523  HISTORY     - 20080418 GOOD             SCGS
 DK4523
 DK4523                          STATION DESCRIPTION
 DK4523
 DK4523'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 DK4523'STATION IS LOCATED 7.7 MI (12.4 KM) NORTH OF CHERAW, 10.3 MI (16.6 KM)
 DK4523'WEST-SOUTHWEST OF HAMLET, 10.7 MI (17.3 KM) SOUTH-SOUTHWEST OF
 DK4523'ROCKINGHAM.  OWNERSHIP--JORDAN LUMBER, P.O. BOX 98, MOUNT.  GILEAD, NC
 DK4523'27306, CONTACT-CHIP MILLER, PHONE 910-439-6121 EXTENSION 218.
 DK4523' 
 DK4523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DK4523'HIGHWAY 9 IN WALLACE, 2.4 MI (3.9 KM) EAST-NORTHEAST OF CHERAW, GO
 DK4523'NORTH-NORTHWEST ON HIGHWAY 1 FOR 5.9 MI (9.5 KM) TO THE JUNCTION OF
 DK4523'STATE ROAD 113 (KIMREY ROAD), TURN RIGHT ON ROAD 113 FOR 1.2 MI (1.9
 DK4523'KM) TO A PRIVATE SAND ROAD LEFT, TURN LEFT ON THE SAND ROAD FOR 0.2 MI
 DK4523'(0.3 KM) TO A LOCKED GATE, PROCEED THROUGH GATE ON SAND ROAD FOR 0.1
 DK4523'MILE TO A SAND ROAD LEFT, CONTINUE ON MAIN ROAD FOR 0.2 MILE TO THE
 DK4523'JUNCTION OF A SAND ROAD RIGHT THAT PARALLELS THE MAIN ROAD, CONTINUE
 DK4523'ON MAIN ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL, PROCEED BY FOOT
 DK4523'SOUTHEAST FOR 240 FT (73.2 M) TO THE STATION. STATION IS A PK NAIL SET
 DK4523'IN A 0.5 FT (0.2 M) SQUARE GRANITE POST ENGRAVED 1905 ON THE TOP,
 DK4523'239.4 FT (73.0 M) SOUTHEAST OF THE CENTER OF THE ROAD, 0.8 FT (0.2 M)
 DK4523'WEST OF A WITNESS POST, 2.5 FT (0.8 M) SOUTH-SOUTHEAST OF A WITNESS
 DK4523'POST. RECOVERED BY A.W.  ZUPAN.
 DK4523' 
 DK4523'NOTE-STATION IS ENGRAVED WITH 1905 ON TOP OF POST, N.C.  ON ONE SIDE
 DK4523'AND S.C.  ON THE OPPOSITE SIDE. THIS IS A NORTH CAROLINA/SOUTH
 DK4523'CAROLINA STATE LINE BOUNDARY MONUMENT SET BY THE STATE BOUNDARY
 DK4523'COMMISSION IN 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK4553 ***********************************************************************
 DK4553  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4553  DESIGNATION -  BOUNDARY MON NC SC PLEASANT
 DK4553  PID         -  DK4553
 DK4553  STATE/COUNTY-  NC/RICHMOND
 DK4553  USGS QUAD   -  DIGGS (1982)
 DK4553
 DK4553                         *CURRENT SURVEY CONTROL
 DK4553  ___________________________________________________________________
 DK4553* NAD 83(2007)-  34 48 21.40640(N)    079 48 27.06443(W)     ADJUSTED  
 DK4553* NAVD 88     -        87.93   (meters)     288.5    (feet)  GPS OBS   
 DK4553  ___________________________________________________________________
 DK4553  EPOCH DATE  -        2002.00
 DK4553  X           -     927,741.297 (meters)                     COMP
 DK4553  Y           -  -5,160,054.024 (meters)                     COMP
 DK4553  Z           -   3,620,243.520 (meters)                     COMP
 DK4553  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DK4553  ELLIP HEIGHT-          56.533 (meters)          (04/30/08) ADJUSTED
 DK4553  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 DK4553  HORZ ORDER  -  FIRST
 DK4553  ELLP ORDER  -  FOURTH    CLASS I
 DK4553
 DK4553.The horizontal coordinates were established by GPS observations
 DK4553.and adjusted by the SOUTH CAROLINA GEODETIC SURVEY in April 2008.
 DK4553
 DK4553.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK4553.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK4553.The horizontal coordinates are valid at the epoch date displayed above.
 DK4553.The epoch date for horizontal control is a decimal equivalence
 DK4553.of Year/Month/Day.
 DK4553
 DK4553.The orthometric height was determined by GPS observations and a
 DK4553.high-resolution geoid model.
 DK4553.The orthometric height was determined by GPS observations and a
 DK4553.high-resolution geoid model using precise GPS observation and
 DK4553.processing techniques.
 DK4553
 DK4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4553
 DK4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK4553
 DK4553.The ellipsoidal height was determined by GPS observations
 DK4553.and is referenced to NAD 83.
 DK4553
 DK4553.The geoid height was determined by GEOID03.
 DK4553
 DK4553;                    North         East     Units Scale Factor Converg.
 DK4553;SPC NC       -   117,437.382   535,718.786   MT  0.99990267   -0 27 57.9
 DK4553;SPC NC       -   385,292.48  1,757,604.05   sFT  0.99990267   -0 27 57.9
 DK4553;UTM  17      - 3,852,171.537   609,075.003   MT  0.99974663   +0 40 50.6
 DK4553
 DK4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4553!SPC NC       -   0.99999113  x   0.99990267  =   0.99989380
 DK4553!UTM  17      -   0.99999113  x   0.99974663  =   0.99973776
 DK4553
 DK4553|---------------------------------------------------------------------|
 DK4553| PID    Reference Object                     Distance      Geod. Az  |
 DK4553|                                                           dddmmss.s |
 DK4553| DK4557 WREN                                 66.022 METERS 18655     |
 DK4553|---------------------------------------------------------------------|
 DK4553
 DK4553                          SUPERSEDED SURVEY CONTROL
 DK4553
 DK4553.No superseded survey control is available for this station.
 DK4553
 DK4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0907552172(NAD 83)
 DK4553_MARKER: V = STONE MONUMENT
 DK4553_SETTING: 0 = UNSPECIFIED SETTING
 DK4553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4553+STABILITY: SURFACE MOTION
 DK4553
 DK4553  HISTORY     - Date     Condition        Report By
 DK4553  HISTORY     - 1905     MONUMENTED       LOCSUR
 DK4553  HISTORY     - 20080418 GOOD             SCGS
 DK4553
 DK4553                          STATION DESCRIPTION
 DK4553
 DK4553'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2008 (DDW)
 DK4553'STATION IS LOCATED 8.0 MI (12.9 KM) SOUTHWEST OF HAMLET, 8.7 MI (14.0
 DK4553'KM) NORTH-NORTHEAST OF CHERAW, 14.75 MI (23.7 KM) NORTH-NORTHWEST OF
 DK4553'BENNETTSVILLE.  OWNERSHIP--JORDAN LUMBER, P.O. BOX 98, MOUNT.  GILEAD,
 DK4553'NC 27306, CONTACT-CHIP MILLER, PHONE 910-439-6121 EXTENSION 218.
 DK4553' 
 DK4553'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 177,
 DK4553'2.5 MI (4.0 KM) NORTHEAST OF CHERAW, GO EAST-NORTHEAST ON HIGHWAY 177
 DK4553'FOR 5.4 MI (8.7 KM) TO THE JUNCTION OF STATE ROAD 37 (PLEASANT HILL
 DK4553'ROAD), TURN LEFT ON ROAD 37 FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF
 DK4553'STATE ROAD 97 (LANGLEY ROAD), BEAR RIGHT ON ROAD 37 FOR 1.65 MI (2.7
 DK4553'KM) TO THE STATION ON THE RIGHT AT THE SOUTH CAROLINA/NORTH CAROLINA
 DK4553'STATE LINE. STATION IS THE CENTER OF A PK NAIL EPOXIED INTO A DRILL
 DK4553'HOLE IN THE CENTER OF A 6-INCH (15 CM) SQUARE GRANITE POST PROJECTING
 DK4553'0.8 FT (0.2 M) AND LEVEL WITH THE ROAD, 52.0 FT (15.8 M) EAST OF THE
 DK4553'CENTER OF THE ROAD, 35.7 FT (10.9 M) EAST OF A METAL SIGN POST (NORTH
 DK4553'CAROLINA STATE LINE - RICHMOND CO), 0.5 FT (0.2 M) WEST OF A WITNESS
 DK4553'POST. RECOVERED BY J.B.  SMOAK.
 DK4553' 
 DK4553'NOTE-STATION IS ENGRAVED WITH 1905 ON TOP OF POST, N.C.  ON ONE SIDE
 DK4553'AND S.C.  ON THE OPPOSITE SIDE. THIS IS A NORTH CAROLINA/SOUTH
 DK4553'CAROLINA STATE LINE BOUNDARY MONUMENT SET BY THE STATE BOUNDARY
 DK4553'COMMISSION IN 1905.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6459 ***********************************************************************
 DE6459  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6459  DESIGNATION -  BOUNDARY MON NC VA RESET
 DE6459  PID         -  DE6459
 DE6459  STATE/COUNTY-  NC/CURRITUCK
 DE6459  USGS QUAD   -  MOYOCK (1986)
 DE6459
 DE6459                         *CURRENT SURVEY CONTROL
 DE6459  ___________________________________________________________________
 DE6459* NAD 83(2007)-  36 33 01.82232(N)    076 11 33.17829(W)     ADJUSTED  
 DE6459* NAVD 88     -         3.93   (meters)      12.9    (feet)  GPS OBS   
 DE6459  ___________________________________________________________________
 DE6459  EPOCH DATE  -        2002.00
 DE6459  X           -   1,224,283.707 (meters)                     COMP
 DE6459  Y           -  -4,981,593.898 (meters)                     COMP
 DE6459  Z           -   3,777,418.415 (meters)                     COMP
 DE6459  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DE6459  ELLIP HEIGHT-         -33.529 (meters)          (02/10/07) ADJUSTED
 DE6459  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 DE6459
 DE6459  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6459  Type    PID    Designation                      North   East  Ellip
 DE6459  -------------------------------------------------------------------
 DE6459  NETWORK DE6459 BOUNDARY MON NC VA RESET          0.80   0.73   1.78
 DE6459  -------------------------------------------------------------------
 DE6459
 DE6459.The horizontal coordinates were established by GPS observations
 DE6459.and adjusted by the National Geodetic Survey in February 2007.
 DE6459
 DE6459.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6459.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6459.The horizontal coordinates are valid at the epoch date displayed above.
 DE6459.The epoch date for horizontal control is a decimal equivalence
 DE6459.of Year/Month/Day.
 DE6459
 DE6459.The orthometric height was determined by GPS observations and a
 DE6459.high-resolution geoid model.
 DE6459.The orthometric height was determined by GPS observations and a
 DE6459.high-resolution geoid model using precise GPS observation and
 DE6459.processing techniques.
 DE6459
 DE6459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6459
 DE6459.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6459
 DE6459.The ellipsoidal height was determined by GPS observations
 DE6459.and is referenced to NAD 83.
 DE6459
 DE6459.The geoid height was determined by GEOID03.
 DE6459
 DE6459;                    North         East     Units Scale Factor Converg.
 DE6459;SPC NC       -   314,243.902   860,959.461   MT  1.00012978   +1 37 13.4
 DE6459;SPC NC       - 1,030,981.87  2,824,664.50   sFT  1.00012978   +1 37 13.4
 DE6459;UTM  18      - 4,045,671.996   393,268.053   MT  0.99974035   -0 42 37.0
 DE6459
 DE6459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6459!SPC NC       -   1.00000526  x   1.00012978  =   1.00013504
 DE6459!UTM  18      -   1.00000526  x   0.99974035  =   0.99974561
 DE6459
 DE6459                          SUPERSEDED SURVEY CONTROL
 DE6459
 DE6459  NAD 83(2001)-  36 33 01.82322(N)    076 11 33.17788(W) AD(       ) 1
 DE6459  ELLIP H (03/13/03)  -33.513  (m)                       GP(       ) 4 2
 DE6459  NAD 83(1986)-  36 33 01.83571(N)    076 11 33.20811(W) AD(       ) 1
 DE6459
 DE6459.Superseded values are not recommended for survey control.
 DE6459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6459.See file dsdata.txt to determine how the superseded data were derived.
 DE6459
 DE6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9326845672(NAD 83)
 DE6459_MARKER: DU = BOUNDARY MARKER
 DE6459_SETTING: 0 = UNSPECIFIED SETTING
 DE6459_STAMPING: NC VA 1887
 DE6459_MARK LOGO: NCGS  
 DE6459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6459+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2002
 DE6459
 DE6459  HISTORY     - Date     Condition        Report By
 DE6459  HISTORY     - 2001     MONUMENTED       NCGS
 DE6459  HISTORY     - 20020902 GOOD             NCGS
 DE6459
 DE6459                          STATION DESCRIPTION
 DE6459
 DE6459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE6459'STATION IS LOCATED 12.2 MI (19.6 KM) NORTHWEST OF CURRITUCK AND 2.0 MI
 DE6459'(3.2 KM) NORTH-NORTHWEST OF MOYOCK.
 DE6459'ALONG NC 168 FOR 2.2 MI (3.5 KM) NORTH FROM THE US POST OFFICE IN
 DE6459'MOYOCK, N.C.
 DE6459'MARK IS ABOUT LEVEL WITH THE CENTERLINE OF NC 168 AND PROJECTS 26
 DE6459'INCHES ABOVE THE GROUND. LOCATED 36.0 FT (11.0 M) EAST-NORTHEAST OF
 DE6459'THE CENTERLINE OF NC 168 NORTHBOUND LANES, 26.0 FT (7.9 M) SOUTHEAST
 DE6459'OF A NCDOT RIGHT-OF-WAY MONUMENT, 77.0 FT (23.5 M) SOUTH-SOUTHEAST OF
 DE6459'A WELCOME TO VIRGINIA SIGN, 23.3 FT (7.1 M) NORTH-NORTHEAST OF A POWER
 DE6459'POLE AND 31.2 FT (9.5 M) SOUTH-SOUTHWEST OF A POWER POLE (467D22).
 DE6459'MONUMENT IS A 12X12 INCH GRANITE MONUMENT WITH A 24 INCH CONCRETE
 DE6459'BASE.
 DE6459
 DE6459                          STATION RECOVERY (2002)
 DE6459
 DE6459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 DE6459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0303 ***********************************************************************
 EY0303  DESIGNATION -  BOUNDARY MONUMENT
 EY0303  PID         -  EY0303
 EY0303  STATE/COUNTY-  NC/BEAUFORT
 EY0303  USGS QUAD   -  BUNYAN (1974)
 EY0303
 EY0303                         *CURRENT SURVEY CONTROL
 EY0303  ___________________________________________________________________
 EY0303* NAD 83(1986)-  35 34 51.     (N)    076 53 24.     (W)     SCALED    
 EY0303* NAVD 88     -        10.791  (meters)      35.40   (feet)  ADJUSTED  
 EY0303  ___________________________________________________________________
 EY0303  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 EY0303  DYNAMIC HT  -          10.782 (meters)      35.37  (feet)  COMP
 EY0303  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 EY0303
 EY0303  VERT ORDER  -  FIRST     CLASS I
 EY0303
 EY0303.The horizontal coordinates were scaled from a topographic map and have
 EY0303.an estimated accuracy of +/- 6 seconds.
 EY0303
 EY0303.The orthometric height was determined by differential leveling
 EY0303.and adjusted in June 1991.
 EY0303
 EY0303.The geoid height was determined by GEOID03.
 EY0303
 EY0303.The dynamic height is computed by dividing the NAVD 88
 EY0303.geopotential number by the normal gravity value computed on the
 EY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0303.degrees latitude (g = 980.6199 gals.).
 EY0303
 EY0303.The modeled gravity was interpolated from observed gravity values.
 EY0303
 EY0303;                    North         East    Units  Estimated Accuracy
 EY0303;SPC NC       -   205,130.      800,810.      MT  (+/- 180 meters Scaled)
 EY0303
 EY0303                          SUPERSEDED SURVEY CONTROL
 EY0303
 EY0303  NGVD 29 (??/??/92)   11.119  (m)           36.48   (f) ADJ UNCH    1 1
 EY0303
 EY0303.Superseded values are not recommended for survey control.
 EY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0303.See file dsdata.txt to determine how the superseded data were derived.
 EY0303
 EY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE287391(NAD 83)
 EY0303_MARKER: DB = BENCH MARK DISK
 EY0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0303_SP_SET: GRANITE
 EY0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0303+STABILITY: SURFACE MOTION
 EY0303
 EY0303  HISTORY     - Date     Condition        Report By
 EY0303  HISTORY     - UNK      MONUMENTED       RBNF
 EY0303  HISTORY     - 1963     GOOD             NGS
 EY0303  HISTORY     - 1989     GOOD             USPSQD
 EY0303
 EY0303                          STATION DESCRIPTION
 EY0303
 EY0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0303'2.9 MI SW FROM PINETOWN.
 EY0303'ABOUT 2.9 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILWAY
 EY0303'FROM THE CROSSING OF COUNTY ROAD 1529 AT PINETOWN, 34 RAILS SOUTH
 EY0303'OF MILEPOST 116, 8 RAILS SOUTH OF RAILROAD BRIDGE 116.2, 44
 EY0303'RAILS SOUTH OF THE SOUTH ONE OF TWO ROAD CROSSINGS, 3 FEET WEST
 EY0303'OF THE WEST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 EY0303'IS THE TOP OF A GRANITE POST FLUSH WITH THE GROUND.  MARK RECOVERED
 EY0303'IN GOOD CONDITION.  NOTE-- ELEVATION CHANGED.
 EY0303
 EY0303                          STATION RECOVERY (1989)
 EY0303
 EY0303'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1612 ***********************************************************************
 FW1612  DESIGNATION -  BOUNDARY MONUMENT 1 NC VA
 FW1612  PID         -  FW1612
 FW1612  STATE/COUNTY-  NC/CURRITUCK
 FW1612  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1612
 FW1612                         *CURRENT SURVEY CONTROL
 FW1612  ___________________________________________________________________
 FW1612* NAD 83(1986)-  36 33 01.37840(N)    075 52 44.94811(W)     ADJUSTED  
 FW1612* NAVD 88     -         2.4    (meters)       8.     (feet)  VERT ANG  
 FW1612  ___________________________________________________________________
 FW1612  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 FW1612  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 FW1612  HORZ ORDER  -  SECOND
 FW1612
 FW1612.The horizontal coordinates were established by classical geodetic methods
 FW1612.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FW1612
 FW1612.The orthometric height was determined by vertical angle observations.
 FW1612
 FW1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1612
 FW1612.The geoid height was determined by GEOID03.
 FW1612
 FW1612;                    North         East     Units Scale Factor Converg.
 FW1612;SPC NC       -   315,068.044   889,010.372   MT  1.00012973   +1 48 04.5
 FW1612;SPC NC       - 1,033,685.74  2,916,694.86   sFT  1.00012973   +1 48 04.5
 FW1612;SPC VA S     - 1,027,344.377 3,734,633.142   MT  1.00004629   +1 35 26.4
 FW1612;SPC VA S     - 3,370,545.68 12,252,708.90   sFT  1.00004629   +1 35 26.4
 FW1612;UTM  18      - 4,045,356.285   421,317.420   MT  0.99967627   -0 31 24.9
 FW1612
 FW1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1612!SPC NC       -   1.00000565  x   1.00012973  =   1.00013538
 FW1612!SPC VA S     -   1.00000565  x   1.00004629  =   1.00005194
 FW1612!UTM  18      -   1.00000565  x   0.99967627  =   0.99968192
 FW1612
 FW1612|---------------------------------------------------------------------|
 FW1612| PID    Reference Object                     Distance      Geod. Az  |
 FW1612|                                                           dddmmss.s |
 FW1612| FW1788 VA NC MON NO 1 RM 1                  23.600 METERS 00428     |
 FW1612| FW1489 WASH WOODS CG LOT CHIMNEY           APPROX. 6.2 KM 1621519.0 |
 FW1612| FW1482 WASH WOODS CG FLAGPOLE              APPROX. 6.2 KM 1622744.0 |
 FW1612| FW1606 BURR                                APPROX. 2.5 KM 1691225.0 |
 FW1612| FW1789 VA NC MON NO 1 RM 3                  28.454 METERS 28113     |
 FW1612| FW1619 CEDAR ISLAND WATER TANK             APPROX. 6.6 KM 3241029.5 |
 FW1612| FW1621 FALSE CAPE COAST GUARD CUPOLA       APPROX. 5.8 KM 3583445.3 |
 FW1612| FW1622 FALSE CAPE COAST GUARD FLAG         APPROX. 5.7 KM 3585501.7 |
 FW1612|---------------------------------------------------------------------|
 FW1612
 FW1612                          SUPERSEDED SURVEY CONTROL
 FW1612
 FW1612  NAD 83(1993)-  36 33 01.36442(N)    075 52 44.93260(W) AD(       ) 2
 FW1612  NAD 83(1986)-  36 33 01.37914(N)    075 52 44.95842(W) AD(       ) 2
 FW1612  NAD 27      -  36 33 00.82300(N)    075 52 46.23300(W) AD(       ) 2
 FW1612
 FW1612.Superseded values are not recommended for survey control.
 FW1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1612.See file dsdata.txt to determine how the superseded data were derived.
 FW1612
 FW1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2131745356(NAD 83)
 FW1612_MARKER: DU = BOUNDARY MARKER
 FW1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FW1612_STAMPING: SEE DESCRIPTIVE TEXT
 FW1612_MARK LOGO: CGS   
 FW1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1612+STABILITY: SURFACE MOTION
 FW1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW1612+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2004
 FW1612
 FW1612  HISTORY     - Date     Condition        Report By
 FW1612  HISTORY     - 1887     MONUMENTED       CGS
 FW1612  HISTORY     - 1962     GOOD             CGS
 FW1612  HISTORY     - 1975     GOOD             NGS
 FW1612  HISTORY     - 19951120 GOOD             NCGS
 FW1612  HISTORY     - 20041214 GOOD             NCGS
 FW1612
 FW1612                          STATION DESCRIPTION
 FW1612
 FW1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (KGC)
 FW1612'THIS STATION IS A CROSS IN THE TOP OF A 6-FOOT GRANITE MONUMENT
 FW1612'ON THE VIRGINIA-NORTH CAROLINA STATE LINE, ON THE E SIDE OF
 FW1612'BACK BAY, ABOUT 1/4 MILE SE OF DUDLEYS GUN CLUB, ABOUT 1/2
 FW1612'MILE W OF THE BEACH, AND ABOUT 100 METERS N OF A SLOUGH, IN A
 FW1612'GROUP OF PINES.
 FW1612'
 FW1612'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FW1612'TABLETS SET IN CONCRETE.
 FW1612'
 FW1612'REFERENCE MARK NO.1 IS N OF STATION IN WOODS.  REFERENCE MARK
 FW1612'NO.2, THE AZIMUTH MARK, IS 225 YARDS SW OF STATION, ABOUT 12
 FW1612'METERS W OF THE ROAD AND ON THE S SIDE OF THE SLOUGH MENTIONED
 FW1612'ABOVE.  REFERENCE MARK NO.3 IS W OF THE STATION, ALSO IN THE
 FW1612'WOODS.
 FW1612'
 FW1612'TO REACH FROM PRINCESS ANNE, VIRGINIA, SET 0.0, GO NE ACROSS
 FW1612'RAILROAD TRACKS, KEEPING RIGHT AT 2.4 AT CHURCH AND LEFT AT
 FW1612'3.05 AT FILLING STATION, AND CONTINUING STRAIGHT TO BEACH AT
 FW1612'8.6.  DRIVE S ON BEACH 14.1 MILES TO A SIGN TO DUDLEYS JUST BEYOND
 FW1612'TWO BEACH COTTAGES.  FOLLOW ROAD ACROSS MARSH 0.4 MILE, KEEP
 FW1612'STRAIGHT AT RIGHT FORK AND FOLLOW ROAD 0.5 MILE MORE.  TURN
 FW1612'SHARP LEFT HERE ON DIM ROAD, FOLLOW ABOUT 75 YARDS, TURN SHARP
 FW1612'LEFT AGAIN AND FOLLOW 75 YARDS MORE TO MONUMENT.
 FW1612'
 FW1612'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FW1612
 FW1612                          STATION RECOVERY (1962)
 FW1612
 FW1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 FW1612'STATION MARK AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 FW1612'IN GOOD CONDITION.  REFERENCE MARK NO. 1 IS 165 FEET SOUTH OF
 FW1612'THE ROAD AND 2 FEET WEST OF A CGS WITNESS SIGN.  REFERENCE MARK
 FW1612'NO. 2 (AZIMUTH MARK) IS 30 FEET WEST OF THE CENTER OF THE ROAD AND
 FW1612'3 FEET NORTH OF A CGS WITNESS SIGN.  MR. C. PERRY IS MANAGER
 FW1612'OF THE CLUB AND CAN SHOW YOU TO THE STATION.
 FW1612'
 FW1612'TO REACH THE STATION FROM OCEANA, GO SOUTH ON STATE HIGHWAY 615
 FW1612'FOR 7 MILES TO COUNTY ROAD 629 LEFT AND SIGN SANDBRIDGE.  TURN
 FW1612'LEFT AND GO EAST ON HIGHWAY 629 FOR 5.55 MILES TO THE BEACH IN
 FW1612'SANDBRIDGE.  TURN RIGHT AND GO SOUTH ALONG THE BEACH FOR 14.1
 FW1612'MILES TO A ROAD RIGHT INTO THE SAND DUNES AND MARSH, TURN RIGHT
 FW1612'AND FOLLOW ROAD THROUGH THE MARSH LAND FOR ABOUT 0.9 MILE (KEEPING
 FW1612'RIGHT FORKS ALL THE WAY) TO THE STATION ABOUT 300 FEET ON THE
 FW1612'LEFT.
 FW1612
 FW1612                          STATION RECOVERY (1975)
 FW1612
 FW1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW1612'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AND
 FW1612'THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 FW1612'
 FW1612'MR C PERRY WHO LIVES ABOUT 0.35 MILE NORTH NORTHWEST OF THE
 FW1612'STATION SITE WILL SHOW ANYONE WHERE THESE MARKS ARE LOCATED.
 FW1612'
 FW1612'A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO REACH THIS STATION.
 FW1612'
 FW1612'STATION SITE WAS REACHED FROM THE TOWN OF DUCK, BY GOING
 FW1612'NORTHERLY FOLLOWING A SAND AND CLAY ROAD FOR ABOUT 10.4 MILES TO
 FW1612'THE END OF THE ROAD FOR A TWO WHEEL DRIVE VEHICLE.  FROM HERE
 FW1612'TURN TO THE RIGHT AND GO EASTERLY TO THE BEACH, TURN TO THE
 FW1612'LEFT AND GO NORTHERLY NOW FOLLOWING THE BEACH FOR 3.5 MILES TO
 FW1612'THE CURRITUCK BEACH LIGHTHOUSE AND THE TOWN OF COROLLA ON THE
 FW1612'LEFT.  CONTINUE ON NORTHERLY FOLLOWING THE BEACH FOR ABOUT 8.5
 FW1612'MILES TO THE OLD WASH WOOD COAST GUARD BUILDINGS AND THE OLD
 FW1612'LOOKOUT TOWER ON THE LEFT.  CONTINUE ON NORTHERLY FOLLOWING
 FW1612'THE BEACH FOR ABOUT 4.2 MILES TO A SAND ROAD ON THE LEFT.
 FW1612'(THIS IS ABOUT 14.2 MILES SOUTH OF THE TOWN OF SAND BRIDGE).
 FW1612'TURN LEFT AND GO WESTERLY FOR ABOUT 0.15 MILE TO A POWER
 FW1612'POLE ON THE RIGHT WITH A TRANSFORMER, CONTINUE ON WESTERLY
 FW1612'FOLLOWING THE SAND ROAD, FOR ABOUT 0.3 MILE TO INTERSECTION
 FW1612'WITH OTHER SAND ROADS, CONTINUE ON AHEAD STILL GOING
 FW1612'WESTERLY FOR ABOUT 0.2 MILE TO THE EAST EDGE OF THE WOODED
 FW1612'AREA.  CONTINUE ON WESTERLY FOLLOWING THE WOODS ROAD FOR ABOUT 0.1
 FW1612'MILE TO A SIDE ROAD ON THE LEFT AND MR. C PERRYS FARM HOME
 FW1612'AHEAD.  KEY MAYBE NEEDED, CAN BE GOTTEN FROM MR PERRY.  HERE
 FW1612'TURN TO THE LEFT AND GO SOUTHERLY FOLLOWING THE WOODS ROAD FOR
 FW1612'ABOUT 0.15 MILE TO WOODS ROAD ON THE LEFT.  (FROM HERE TO REACH
 FW1612'REFERENCE MARK NO2, CONTINUE ON AHEAD AND THE MARK ON THE RIGHT
 FW1612'55 PACES SOUTHWEST OF POWER POLE NUMBER VF-76, 30 FEET WEST OF THE
 FW1612'CENTER LINE OF THE ROAD AND 3 FEET NORTH OF THE STEEL WITNESS
 FW1612'POST).  HERE TURN TO THE LEFT AND GO SOUTHEASTERLY FOR ABOUT
 FW1612'0.05 MILE TO THE STATE MONUMENT ON THE RIGHT ABOUT 100
 FW1612'FEET.  THIS MONUMENT IS MADE OF GRANITE AND IT IS ABOUT 6 FEET
 FW1612'HIGH.
 FW1612'
 FW1612'I WOULD JUDGE TO SEE OUT FROM THIS STATION SITE OVER THE PINE
 FW1612'TREES IT WOULD TAKE A 90 FOOT TOWER.
 FW1612
 FW1612                          STATION RECOVERY (1995)
 FW1612
 FW1612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FW1612'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW TO REACH AND
 FW1612'CORRECTIONS.  THERE IS A ROW OF PILINGS ACROSS THE BEACH AND INTO THE
 FW1612'OCEAN, AND A LOCKED GATE INSIDE DUNE LINE AT THE VA-NC STATE LINE.
 FW1612'PROCEED ALONG NC 12 FOR 0.1 MI (0.2 KM) NORTH FROM THE POST OFFICE IN
 FW1612'COROLLA TO THE NORTH END OF NC 12 AT OCEAN HILL DEVELOPMENT, CONTINUE
 FW1612'ALONG THE PRIVATE PAVED ROAD FOR 1.1 MI (1.8 KM) TO THE BEACH ACCESS
 FW1612'RAMP, THENCE ALONG THE BEACH FOR 10.8 MI (17.4 KM) NORTH TO AN ACCESS
 FW1612'THRU THE DUNES, WHICH IS 0.1 MI (0.2 KM) SOUTH OF A ROW OF PILINGS
 FW1612'ACROSS THE BEACH, THENCE THRU THE ACCESS AND ALONG SAND ROADS FOR 0.45
 FW1612'MI (0.72 KM) WEST TO A T-INTERSECTION, THENCE 0.05 MI (0.08 KM) NORTH
 FW1612'TO A FORK AND POWER LINE, THENCE ALONG THE POWER LINE PATH FOR 0.1 MI
 FW1612'(0.2 KM) NORTHEAST TO A GATE IN THE STATE LINE, THENCE, BY FOOT, ALONG
 FW1612'THE STATE LINE FOR APPROXIMATELY 300 YARDS, PASSING NCGS
 FW1612'STATION--LONG--AT 71 YARDS, TO THE STATION IN THE STATE LINE.  THIS
 FW1612'STATION IS A CROSS IN THE TOP OF A 6-FOOT GRANITE MONUMENT ON THE
 FW1612'VIRGINIA-NORTH CAROLINA STATE LINE, ON THE EAST SIDE OF BACK BAY,
 FW1612'ABOUT 1/4 MI SOUTHEAST OF DUDLEYS GUN CLUB, ABOUT 1/2 MI WEST OF THE
 FW1612'BEACH, AND ABOUT 100 M (328.1 FT) NORTHEAST OF A SLOUGH, IN A GROUP OF
 FW1612'PINES.  THE STATION IS ENGRAVED ON THE NORTH--VA--, ON THE
 FW1612'SOUTH--N.CA.--, ON THE EAST--AD 1728 N.CA.AND VA BOUNDARY RE 1887 RUN
 FW1612'W.D.  PRUDEN NC. C.R.  HOWARD VA.  H.T.  GREENLEAF ENGINEER A. M.
 FW1612'SCALES GOV. N.CA.  FITZHUGH.LEE.  GOV.VA--, ON THE WEST--LATITUDE 36
 FW1612'32 51 NO 1--.  THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 FW1612'TABLETS SET IN CONCRETE.  RM 1 WAS RECOVERED IN GOOD CONDITION WITH
 FW1612'THE FOLLOWING CORRECTIONS.  MARK IS STAMPED--VA.N.MON NO1 NO1 1934--,
 FW1612'MARK IS ABOUT LEVEL WITH THE GROUND AT BOUNDARY MONUMENT NO 1, AND
 FW1612'PROJECTS 3 INCHES ABOVE THE GROUND.  LOCATED 77.36 FT (23.58 M)
 FW1612'NORTH-NORTHEAST OF BOUNDARY MONUMENT NO 1, 114 FT (34.7 M) NORTHEAST
 FW1612'OF RM 3.  RM 2 WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 FW1612'CORRECTIONS.  MARK IS STAMPED--VA.N MON NO1 NO 2 1934--, AND PROJECTS
 FW1612'3 INCHES ABOVE THE GROUND.  LOCATED 225 YARDS SOUTHWEST OF BOUNDARY
 FW1612'MONUMENT NO 1, 36 FT (11.0 M) NORTHWEST OF THE CENTER OF THE ROAD, 1
 FW1612'FT (0.3 M) SOUTHEAST OF A WITNESS SIGN, AND ABOUT 100 YDS NORTHEAST OF
 FW1612'A WOOD FRAME STRUCTURE.  RM 3 WAS RECOVERED IN GOOD CONDITION WITH THE
 FW1612'FOLLOWING CORRECTIONS.  MARK IS STAMPED--VA.N MON NO1 NO3 1934--, MARK
 FW1612'IS ABOUT LEVEL WITH THE GROUND AT BOUNDARY MONUMENT NO 1, AND PROJECTS
 FW1612'3 INCHES ABOVE THE GROUND. LOCATED 93.29 FT (28.43 M) WEST-NORTHWEST
 FW1612'OF BOUNDARY MONUMENT NO 1, 114 FT (34.7 M) SOUTHWEST OF RM 1.
 FW1612
 FW1612                          STATION RECOVERY (2004)
 FW1612
 FW1612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5622 ***********************************************************************
 DF5622  DESIGNATION -  BOUNDARY MONUMENT 10 NC VA
 DF5622  PID         -  DF5622
 DF5622  STATE/COUNTY-  NC/CAMDEN
 DF5622  USGS QUAD   -  LAKE DRUMMOND SE (1977)
 DF5622
 DF5622                         *CURRENT SURVEY CONTROL
 DF5622  ___________________________________________________________________
 DF5622* NAD 83(2007)-  36 33 02.10762(N)    076 20 35.25618(W)     ADJUSTED  
 DF5622* NAVD 88     -         6.0    (meters)      20.     (feet)  GPS OBS   
 DF5622  ___________________________________________________________________
 DF5622  EPOCH DATE  -        2002.00
 DF5622  X           -   1,211,186.792 (meters)                     COMP
 DF5622  Y           -  -4,984,791.165 (meters)                     COMP
 DF5622  Z           -   3,777,427.053 (meters)                     COMP
 DF5622  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 DF5622  ELLIP HEIGHT-         -30.887 (meters)          (02/10/07) ADJUSTED
 DF5622  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 DF5622
 DF5622  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5622  Type    PID    Designation                      North   East  Ellip
 DF5622  -------------------------------------------------------------------
 DF5622  NETWORK DF5622 BOUNDARY MONUMENT 10 NC VA        0.59   0.51   1.27
 DF5622  -------------------------------------------------------------------
 DF5622
 DF5622.The horizontal coordinates were established by GPS observations
 DF5622.and adjusted by the National Geodetic Survey in February 2007.
 DF5622
 DF5622.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5622.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5622.The horizontal coordinates are valid at the epoch date displayed above.
 DF5622.The epoch date for horizontal control is a decimal equivalence
 DF5622.of Year/Month/Day.
 DF5622
 DF5622.The orthometric height was determined by GPS observations and a
 DF5622.high-resolution geoid model.
 DF5622
 DF5622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5622
 DF5622.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5622
 DF5622.The ellipsoidal height was determined by GPS observations
 DF5622.and is referenced to NAD 83.
 DF5622
 DF5622.The geoid height was determined by GEOID03.
 DF5622
 DF5622;                    North         East     Units Scale Factor Converg.
 DF5622;SPC NC       -   313,881.646   847,480.973   MT  1.00012981   +1 32 00.5
 DF5622;SPC NC       - 1,029,793.37  2,780,443.83   sFT  1.00012981   +1 32 00.5
 DF5622;UTM  18      - 4,045,858.417   379,790.989   MT  0.99977803   -0 47 59.9
 DF5622
 DF5622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5622!SPC NC       -   1.00000485  x   1.00012981  =   1.00013466
 DF5622!UTM  18      -   1.00000485  x   0.99977803  =   0.99978288
 DF5622
 DF5622                          SUPERSEDED SURVEY CONTROL
 DF5622
 DF5622  NAD 83(2001)-  36 33 02.10835(N)    076 20 35.25566(W) AD(       ) 1
 DF5622  ELLIP H (05/07/03)  -30.876  (m)                       GP(       ) 3 1
 DF5622  NAD 83(1986)-  36 33 02.12120(N)    076 20 35.28323(W) AD(       ) 1
 DF5622
 DF5622.Superseded values are not recommended for survey control.
 DF5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5622.See file dsdata.txt to determine how the superseded data were derived.
 DF5622
 DF5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7979145858(NAD 83)
 DF5622_MARKER: DU = BOUNDARY MARKER
 DF5622_SETTING: 0 = UNSPECIFIED SETTING
 DF5622_STAMPING: VA-NCA 1887 NO. 10
 DF5622_MARK LOGO: NONE  
 DF5622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5622+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DF5622
 DF5622  HISTORY     - Date     Condition        Report By
 DF5622  HISTORY     - 1887     MONUMENTED
 DF5622  HISTORY     - 1996     GOOD             NCGS
 DF5622
 DF5622                          STATION DESCRIPTION
 DF5622
 DF5622'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 DF5622'RECOVERD IN GOOD CONDITION WITH THE FOLLOWING NEW DESCRIPTION. STATION
 DF5622'IS LOCATED ABOUT 19.6 MI (31.5 KM) WEST-NORTHWEST OF CURRITUCK AND 9.3
 DF5622'MI (15.0 KM) WEST OF MOYOCK AT THE NC-VA STATE BOUNDARY LINE.  PROCEED
 DF5622'ALONG US 17 FOR 0.5 MI (0.8 KM) SOUTH FROM NC-VA STATE LINE TO SR 1254
 DF5622'(PONDEROSA DRIVE) , THENCE EAST ALONG SR 1254 FOR 0.05 MI (0.08 KM)
 DF5622'WHERE SR 1254 TURNS NORTH, CONTINUE EAST ALONG GRAVEL ROAD FOR 2.0 MI
 DF5622'(3.2 KM) TO GRAVEL ROAD LEADING NORTHERLY, THENCE NORTHERLY ALONG ROAD
 DF5622'FOR 0.4 MI (0.6 KM) TO A EAST-WEST DITCH, THENCE WEST FOR 0.1 MI (0.2
 DF5622'KM) TO STATION IN THE SOUTH BANK OF DITCH, WHICH WAS ROUTED AROUND
 DF5622'MONUMENT TO THE NORTH. MARK IS A 1-FOOT SQUARE GRANITE MONUMENT
 DF5622'ENGRAVED ON THE NORTH FACE--VA--, ON THE SOUTH FACE--N.CA.--, ON THE
 DF5622'EAST FACE--NO.  10--, ON THE WEST FACE--1887--, AND HAS A CHISLED
 DF5622'CROSS ON TOP.  MARK PROJECTS 36 INCHES ABOVE THE GROUND.  LOCATED 3.0
 DF5622'FT (0.9 M) EAST-NORTHEAST OF A METAL WITNESS POST, 2.0 FT (0.6 M)
 DF5622'SOUTH OF A METAL WITNESS POST, 24.5 FT (7.5 M) WEST OF THE SOUTH END
 DF5622'OF A 15-INCH REINFORCED CONCRETE PIPE AND 48.7 FT (14.8 M) SOUTHWEST
 DF5622'OF THE NORTH END OF A 15-INCH REINFORCED CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1613 ***********************************************************************
 FW1613  DESIGNATION -  BOUNDARY MONUMENT 2 NC VA
 FW1613  PID         -  FW1613
 FW1613  STATE/COUNTY-  NC/CURRITUCK
 FW1613  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1613
 FW1613                         *CURRENT SURVEY CONTROL
 FW1613  ___________________________________________________________________
 FW1613* NAD 83(2007)-  36 33 01.47740(N)    075 55 40.63589(W)     ADJUSTED  
 FW1613* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 FW1613  ___________________________________________________________________
 FW1613  EPOCH DATE  -        2002.00
 FW1613  X           -   1,247,277.135 (meters)                     COMP
 FW1613  Y           -  -4,975,892.119 (meters)                     COMP
 FW1613  Z           -   3,777,409.102 (meters)                     COMP
 FW1613  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 FW1613  ELLIP HEIGHT-         -34.826 (meters)          (02/10/07) ADJUSTED
 FW1613  GEOID HEIGHT-         -38.26  (meters)                     GEOID03
 FW1613
 FW1613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FW1613  Type    PID    Designation                      North   East  Ellip
 FW1613  -------------------------------------------------------------------
 FW1613  NETWORK FW1613 BOUNDARY MONUMENT 2 NC VA         0.59   0.49   1.25
 FW1613  -------------------------------------------------------------------
 FW1613
 FW1613.The horizontal coordinates were established by GPS observations
 FW1613.and adjusted by the National Geodetic Survey in February 2007.
 FW1613
 FW1613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FW1613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FW1613.The horizontal coordinates are valid at the epoch date displayed above.
 FW1613.The epoch date for horizontal control is a decimal equivalence
 FW1613.of Year/Month/Day.
 FW1613
 FW1613.The orthometric height was determined by GPS observations and a
 FW1613.high-resolution geoid model.
 FW1613
 FW1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FW1613
 FW1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1613
 FW1613.The ellipsoidal height was determined by GPS observations
 FW1613.and is referenced to NAD 83.
 FW1613
 FW1613.The geoid height was determined by GEOID03.
 FW1613
 FW1613;                    North         East     Units Scale Factor Converg.
 FW1613;SPC NC       -   314,934.808   884,642.431   MT  1.00012974   +1 46 23.1
 FW1613;SPC NC       - 1,033,248.62  2,902,364.38   sFT  1.00012974   +1 46 23.1
 FW1613;SPC VA S     - 1,027,227.262 3,730,265.104   MT  1.00004628   +1 33 39.7
 FW1613;SPC VA S     - 3,370,161.44 12,238,378.10   sFT  1.00004628   +1 33 39.7
 FW1613;UTM  18      - 4,045,400.359   416,949.633   MT  0.99968498   -0 33 09.6
 FW1613
 FW1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1613!SPC NC       -   1.00000547  x   1.00012974  =   1.00013521
 FW1613!SPC VA S     -   1.00000547  x   1.00004628  =   1.00005175
 FW1613!UTM  18      -   1.00000547  x   0.99968498  =   0.99969044
 FW1613
 FW1613                          SUPERSEDED SURVEY CONTROL
 FW1613
 FW1613  NAD 83(2001)-  36 33 01.47805(N)    075 55 40.63556(W) AD(       ) 1
 FW1613  ELLIP H (05/07/03)  -34.820  (m)                       GP(       ) 3 1
 FW1613  NAD 83(1986)-  36 33 01.49220(N)    075 55 40.65977(W) AD(       ) 1
 FW1613  NAD 83(1993)-  36 33 01.48092(N)    075 55 40.63960(W) AD(       ) 2
 FW1613  NAD 83(1986)-  36 33 01.49357(N)    075 55 40.66614(W) AD(       ) 2
 FW1613  NAD 27      -  36 33 00.93900(N)    075 55 41.93500(W) AD(       ) 2
 FW1613
 FW1613.Superseded values are not recommended for survey control.
 FW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1613.See file dsdata.txt to determine how the superseded data were derived.
 FW1613
 FW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1695045400(NAD 83)
 FW1613_MARKER: DU = BOUNDARY MARKER
 FW1613_SETTING: 0 = UNSPECIFIED SETTING
 FW1613_STAMPING: VA NC LATITUDE 36 32 39 NO 2 1887
 FW1613_MARK LOGO: CGS   
 FW1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 FW1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1613+STABILITY: SURFACE MOTION
 FW1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1613+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 FW1613
 FW1613  HISTORY     - Date     Condition        Report By
 FW1613  HISTORY     - 1887     MONUMENTED       CGS
 FW1613  HISTORY     - 1969     GOOD             CGS
 FW1613  HISTORY     - 19951115 SEE DESCRIPTION  NCGS
 FW1613
 FW1613                          STATION DESCRIPTION
 FW1613
 FW1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (KGC)
 FW1613'THE MONUMENT IS ON E SIDE OF KNOTT ISLAND ON THE STATE LINE
 FW1613'ABOUT 12 MILES E OF MOYOCK.  IT IS A 1-FOOT SQUARE GRANITE
 FW1613'SHAFT EXTENDING 3 FEET OUT OF THE GROUND.  A TWO-INCH CROSS
 FW1613'WAS CUT INTO THE CENTER OF THE RIDGE OF THE WEDGE-SHAPED
 FW1613'TOP.  THE MONUMENT IS IN THE W GUTTER OF THE ROAD AND 7 FEET E
 FW1613'OF THE FENCE.  IT IS 73.64 FEET NNE OF THE U.S.C. AND G. SURVEY
 FW1613'STATION CALVIN AND 105.13 FEET NE OF U.S.C. AND G.S. REFERENCE
 FW1613'MARK NO.3.
 FW1613'
 FW1613'TO REACH FROM PRINCESS ANNE, VIRGINIA, PROCEED NE ACROSS
 FW1613'RAILROAD TRACKS, AT 2.4 KEEP RIGHT AT NIMMO CHURCH, AT 3.1
 FW1613'KEEP RIGHT, AT 5.4 PASS THROUGH VILLAGE OF PUNGO, AT 10.5 KEEP
 FW1613'RIGHT AT BACK BAY GARAGE, AT 14.4 BEAR RIGHT ON PAVEMENT AT
 FW1613'TOWN OF CREEDS, KEEPING ON HIGHWAY 615.  AT 17.4 TAKE RIGHT
 FW1613'ON HIGHWAY 615 AT HOSTAGE STORE AND GASOLINE STATION.  AT 21.6
 FW1613'REACH COREYS LOOKOUT TOWER, AT 23.6 TURN LEFT AT T-ROAD AT
 FW1613'QUALITY SERVICE STORE, AT 24.6 REACH MONUMENT ON LEFT SIDE OF
 FW1613'ROAD.
 FW1613
 FW1613                          STATION RECOVERY (1969)
 FW1613
 FW1613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FW1613'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FW1613'
 FW1613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FW1613'12 MILES EAST OF MOYOCK.
 FW1613
 FW1613                          STATION RECOVERY (1995)
 FW1613
 FW1613'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FW1613'THE STATION WAS RECOVERED IN FAIR CONDITION AND LEANING 10 DEGREES TO
 FW1613'THE SOUTHWEST.  ENTIRE MONUMENT WAS RETURNED TO VERTICAL POSITION. THE
 FW1613'DISTANCE MEASURED AFTER PLUMING STATION IS 73.64 FT (22.45 M) TO USCGS
 FW1613'STATION--CALVIN--.  THE FENCE WEST OF THE STATION IS GONE. MARK IS
 FW1613'LOCATED 11.4 FT (3.5 M) WEST OF THE CENTERLINE OF SR 1255, 7.3 FT (2.2
 FW1613'M) SOUTHEAST OF A POWER POLE WITH TRANSFORMER.  THE STATION IS
 FW1613'ENGRAVED ON THE NORTH--VA--, ON THE SOUTH--NC--, ON THE EAST--LATITUDE
 FW1613'36 32 39 NO 2--, ON THE WEST--1887--.  RM 3 WAS FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3093 ***********************************************************************
 FX3093  DESIGNATION -  BOUNDARY MONUMENT 3 NC VA
 FX3093  PID         -  FX3093
 FX3093  STATE/COUNTY-  NC/CURRITUCK
 FX3093  USGS QUAD   -  CREEDS (1986)
 FX3093
 FX3093                         *CURRENT SURVEY CONTROL
 FX3093  ___________________________________________________________________
 FX3093* NAD 83(2007)-  36 33 01.65036(N)    076 00 14.19097(W)     ADJUSTED  
 FX3093* NAVD 88     -         2.8    (meters)       9.     (feet)  GPS OBS   
 FX3093  ___________________________________________________________________
 FX3093  EPOCH DATE  -        2002.00
 FX3093  X           -   1,240,675.989 (meters)                     COMP
 FX3093  Y           -  -4,977,538.464 (meters)                     COMP
 FX3093  Z           -   3,777,413.096 (meters)                     COMP
 FX3093  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 FX3093  ELLIP HEIGHT-         -35.310 (meters)          (02/10/07) ADJUSTED
 FX3093  GEOID HEIGHT-         -38.05  (meters)                     GEOID03
 FX3093
 FX3093  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX3093  Type    PID    Designation                      North   East  Ellip
 FX3093  -------------------------------------------------------------------
 FX3093  NETWORK FX3093 BOUNDARY MONUMENT 3 NC VA         0.57   0.49   1.25
 FX3093  -------------------------------------------------------------------
 FX3093
 FX3093.The horizontal coordinates were established by GPS observations
 FX3093.and adjusted by the National Geodetic Survey in February 2007.
 FX3093
 FX3093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX3093.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX3093.The horizontal coordinates are valid at the epoch date displayed above.
 FX3093.The epoch date for horizontal control is a decimal equivalence
 FX3093.of Year/Month/Day.
 FX3093
 FX3093.The orthometric height was determined by GPS observations and a
 FX3093.high-resolution geoid model.
 FX3093
 FX3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX3093
 FX3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3093
 FX3093.The ellipsoidal height was determined by GPS observations
 FX3093.and is referenced to NAD 83.
 FX3093
 FX3093.The geoid height was determined by GEOID03.
 FX3093
 FX3093;                    North         East     Units Scale Factor Converg.
 FX3093;SPC NC       -   314,732.207   877,841.176   MT  1.00012976   +1 43 45.2
 FX3093;SPC NC       - 1,032,583.92  2,880,050.59   sFT  1.00012976   +1 43 45.2
 FX3093;SPC VA S     - 1,027,049.984 3,723,463.709   MT  1.00004627   +1 30 53.7
 FX3093;SPC VA S     - 3,369,579.82 12,216,063.85   sFT  1.00004627   +1 30 53.7
 FX3093;UTM  18      - 4,045,473.977   410,148.736   MT  0.99969946   -0 35 52.5
 FX3093
 FX3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3093!SPC NC       -   1.00000554  x   1.00012976  =   1.00013530
 FX3093!SPC VA S     -   1.00000554  x   1.00004627  =   1.00005181
 FX3093!UTM  18      -   1.00000554  x   0.99969946  =   0.99970500
 FX3093
 FX3093:                Primary Azimuth Mark                     Grid Az
 FX3093:SPC NC       -  PEAT                                     150 15 51.5
 FX3093:SPC VA S     -  PEAT                                     150 28 43.0
 FX3093:UTM  18      -  PEAT                                     152 35 29.2
 FX3093
 FX3093|---------------------------------------------------------------------|
 FX3093| PID    Reference Object                     Distance      Geod. Az  |
 FX3093|                                                           dddmmss.s |
 FX3093| DF5594 PEAT                                APPROX. 0.5 KM 1515936.7 |
 FX3093|---------------------------------------------------------------------|
 FX3093
 FX3093                          SUPERSEDED SURVEY CONTROL
 FX3093
 FX3093  NAD 83(2001)-  36 33 01.65114(N)    076 00 14.19057(W) AD(       ) 1
 FX3093  ELLIP H (05/07/03)  -35.297  (m)                       GP(       ) 3 1
 FX3093  NAD 83(1986)-  36 33 01.66412(N)    076 00 14.21913(W) AD(       ) 1
 FX3093  NAD 83(1993)-  36 33 01.65432(N)    076 00 14.31565(W) AD(       ) 3
 FX3093  NAD 83(1986)-  36 33 01.66474(N)    076 00 14.34259(W) AD(       ) 3
 FX3093  NAD 27      -  36 33 01.11500(N)    076 00 15.59800(W) AD(       ) 3
 FX3093
 FX3093.Superseded values are not recommended for survey control.
 FX3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3093.See file dsdata.txt to determine how the superseded data were derived.
 FX3093
 FX3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1014945474(NAD 83)
 FX3093_MARKER: DU = BOUNDARY MARKER
 FX3093_SETTING: 0 = UNSPECIFIED SETTING
 FX3093_STAMPING: VA NC NO 3 1887
 FX3093_MARK LOGO: CGS   
 FX3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3093+STABILITY: SURFACE MOTION
 FX3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3093+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 FX3093
 FX3093  HISTORY     - Date     Condition        Report By
 FX3093  HISTORY     - 1887     MONUMENTED       CGS
 FX3093  HISTORY     - 1934     GOOD             CGS
 FX3093  HISTORY     - 1969     GOOD             CGS
 FX3093  HISTORY     - 19951115 GOOD             NCGS
 FX3093
 FX3093                          STATION DESCRIPTION
 FX3093
 FX3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FX3093'NO PREVIOUS DESCRIPTION.  STATION WAS RECOVERED IN GOOD
 FX3093'CONDITION.  IT IS A GRANITE POST LOCATED JUST E OF THE ROAD
 FX3093'LEADING S TO KNOTT ISLAND AND ABOUT 3/4 MILE N OF A POINT
 FX3093'WHERE THE ROAD SWINGS E AND CROSSES GREAT MARSH.
 FX3093
 FX3093                          STATION RECOVERY (1969)
 FX3093
 FX3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FX3093'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FX3093'
 FX3093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX3093'8-1/2 MILES EAST OF MOYOCK.
 FX3093
 FX3093                          STATION RECOVERY (1995)
 FX3093
 FX3093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FX3093'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW DESCRIPTION.
 FX3093'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF CURRITUCK AND 9.9
 FX3093'MI (15.9 KM) EAST OF MOYOCK, ON MORSE POINT, ON THE VIRGINIA-NORTH
 FX3093'CAROLINA STATE BOUNDARY LINE.  ALONG NC 615 FOR 6.4 MI (10.3 KM) NORTH
 FX3093'FROM THE POST OFFICE IN KNOTTS ISLAND.  THE STATION IS A GRANITE
 FX3093'MONUMENT WITH WEDGE SHAPED TOP AND CHISLED CROSS AND POINT ON WEDGE.
 FX3093'MARK IS ABOUT 0.50-FOOT HIGHER THAN THE CENTERLINE OF NC 615 AND
 FX3093'PROJECTS 24-INCHES ABOVE THE GROUND. LOCATED 20.0 FT (6.1 M) EAST OF
 FX3093'THE CENTERLINE OF NC 615, 44.8 FT (13.7 M) EAST OF A TELEPHONE
 FX3093'PEDESTAL, 60.7 FT (18.5 M) SOUTH OF TELEPHONE PEDESTAL (14518) , 56.4
 FX3093'FT (17.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF ONE-STORY WOOD FRAME
 FX3093'HOUSE, 95.5 FT (29.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A 6-FOOT
 FX3093'WOVEN WIRE FENCE AROUND STEEL TOWER SITE, 109.6 FT (33.4 M)
 FX3093'NORTH-NORTHWEST OF A POWER POLE (WG03) WITH TRANSFORMER, AND 4.6 FT
 FX3093'(1.4 M) WEST OF USGS BENCH MARK--T5 1939--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5618 ***********************************************************************
 DF5618  DESIGNATION -  BOUNDARY MONUMENT 4 NC VA
 DF5618  PID         -  DF5618
 DF5618  STATE/COUNTY-  NC/CURRITUCK
 DF5618  USGS QUAD   -  CREEDS (1986)
 DF5618
 DF5618                         *CURRENT SURVEY CONTROL
 DF5618  ___________________________________________________________________
 DF5618* NAD 83(1986)-  36 33 01.83760(N)    076 04 16.99886(W)     ADJUSTED  
 DF5618* NAVD 88     -         2.8    (meters)       9.     (feet)  VERT ANG  
 DF5618  ___________________________________________________________________
 DF5618  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 DF5618  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 DF5618  HORZ ORDER  -  THIRD
 DF5618
 DF5618.The horizontal coordinates were established by classical geodetic methods
 DF5618.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 DF5618
 DF5618.The orthometric height was determined by vertical angle observations.
 DF5618
 DF5618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5618
 DF5618.The geoid height was determined by GEOID03.
 DF5618
 DF5618;                    North         East     Units Scale Factor Converg.
 DF5618;SPC NC       -   314,557.779   871,804.215   MT  1.00012978   +1 41 25.1
 DF5618;SPC NC       - 1,032,011.65  2,860,244.33   sFT  1.00012978   +1 41 25.1
 DF5618;UTM  18      - 4,045,544.861   404,112.230   MT  0.99971328   -0 38 17.1
 DF5618
 DF5618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5618!SPC NC       -   1.00000550  x   1.00012978  =   1.00013528
 DF5618!UTM  18      -   1.00000550  x   0.99971328  =   0.99971878
 DF5618
 DF5618                          SUPERSEDED SURVEY CONTROL
 DF5618
 DF5618.No superseded survey control is available for this station.
 DF5618
 DF5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0411245545(NAD 83)
 DF5618_MARKER: DU = BOUNDARY MARKER
 DF5618_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5618_STAMPING: N VA, S N.CA, E NO 4, W 1887
 DF5618_MARK LOGO: NONE  
 DF5618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5618+STABILITY: SURFACE MOTION
 DF5618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5618+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 DF5618
 DF5618  HISTORY     - Date     Condition        Report By
 DF5618  HISTORY     - 1887     MONUMENTED
 DF5618  HISTORY     - 19951115 GOOD             NCGS
 DF5618
 DF5618                          STATION DESCRIPTION
 DF5618
 DF5618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DF5618'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 DF5618'ADDITIONS.  FOUND TILTED APPROXIMATELY 5 DEGREES TO THE NORTHWEST AND
 DF5618'RETURNED TO VERTICAL POSITION ON THIS DATE.  STATION IS LOCATED ABOUT
 DF5618'7.7 MI (12.4 KM) NORTH-NORTHWEST OF CURRITUCK AND 6.2 MI (10.0 KM)
 DF5618'EAST-NORTHEAST OF MOYOCK, IN THE GIBBS WOODS COMMUNITY, AT THE
 DF5618'VIRGINIA-NORTH CAROLINA STATE BOUNDARY LINE.  ALONG SR 1251 FOR 0.05
 DF5618'MI (0.08 KM) NORTHWEST FROM SR 1274 (NEW BERN DRIVE) , IN THE
 DF5618'NORTHEAST DITCH LINE.  STATION IS A GRANITE MONUMENT ENGRAVED ON THE
 DF5618'NORTH FACE--VA--, ON THE SOUTH FACE--N.CA--, ON THE EAST FACE--NO 4--,
 DF5618'ON THE WEST FACE--1887.  MARK IS ABOUT LEVEL WITH SR 1251 AND PROJECTS
 DF5618'26 INCHES ABOVE THE GROUND.  LOCATED 16.0 FT (4.9 M) NORTHEAST OF THE
 DF5618'CENTERLINE OF SR 1251 (EAST GIBBS ROAD) , 57.6 FT (17.6 M)
 DF5618'NORTH-NORTHEAST OF A TELEPHONE PEDESTAL (1251RW) , 88.5 FT (27.0 M)
 DF5618'NORTH OF THE NORTHWEST CORNER OF A 10-FOOT BY 15-FOOT CONCRETE PAD FOR
 DF5618'TELEPHONE EQUIPMENT JUNCTION BOXES, 45.1 FT (13.7 M) WEST-NORTHWEST OF
 DF5618'A 24-INCH PINE, 29.3 FT (8.9 M) SOUTHEAST OF A 20-INCH PINE, 101.4FT
 DF5618'NORTH-NORTHEAST OF NCGS STATION--SOME 1995--, 250 FT (76.2 M)
 DF5618'NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1251 AND NEW BERN
 DF5618'DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5619 ***********************************************************************
 DF5619  DESIGNATION -  BOUNDARY MONUMENT 5 NC VA
 DF5619  PID         -  DF5619
 DF5619  STATE/COUNTY-  NC/CURRITUCK
 DF5619  USGS QUAD   -  MOYOCK (1986)
 DF5619
 DF5619                         *CURRENT SURVEY CONTROL
 DF5619  ___________________________________________________________________
 DF5619* NAD 83(2007)-  36 33 01.89631(N)    076 07 38.43152(W)     ADJUSTED  
 DF5619* NAVD 88     -         0.9    (meters)       3.     (feet)  GPS OBS   
 DF5619  ___________________________________________________________________
 DF5619  EPOCH DATE  -        2002.00
 DF5619  X           -   1,229,951.444 (meters)                     COMP
 DF5619  Y           -  -4,980,193.516 (meters)                     COMP
 DF5619  Z           -   3,777,418.338 (meters)                     COMP
 DF5619  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 DF5619  ELLIP HEIGHT-         -36.734 (meters)          (02/10/07) ADJUSTED
 DF5619  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 DF5619
 DF5619  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF5619  Type    PID    Designation                      North   East  Ellip
 DF5619  -------------------------------------------------------------------
 DF5619  NETWORK DF5619 BOUNDARY MONUMENT 5 NC VA         1.14   1.06   2.59
 DF5619  -------------------------------------------------------------------
 DF5619
 DF5619.The horizontal coordinates were established by GPS observations
 DF5619.and adjusted by the National Geodetic Survey in February 2007.
 DF5619
 DF5619.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF5619.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF5619.The horizontal coordinates are valid at the epoch date displayed above.
 DF5619.The epoch date for horizontal control is a decimal equivalence
 DF5619.of Year/Month/Day.
 DF5619
 DF5619.The orthometric height was determined by GPS observations and a
 DF5619.high-resolution geoid model.
 DF5619
 DF5619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5619
 DF5619.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5619
 DF5619.The ellipsoidal height was determined by GPS observations
 DF5619.and is referenced to NAD 83.
 DF5619
 DF5619.The geoid height was determined by GEOID03.
 DF5619
 DF5619;                    North         East     Units Scale Factor Converg.
 DF5619;SPC NC       -   314,413.209   866,795.972   MT  1.00012979   +1 39 28.8
 DF5619;SPC NC       - 1,031,537.34  2,843,813.12   sFT  1.00012979   +1 39 28.8
 DF5619;UTM  18      - 4,045,603.902   399,104.305   MT  0.99972542   -0 40 17.1
 DF5619
 DF5619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5619!SPC NC       -   1.00000577  x   1.00012979  =   1.00013556
 DF5619!UTM  18      -   1.00000577  x   0.99972542  =   0.99973118
 DF5619
 DF5619:                Primary Azimuth Mark                     Grid Az
 DF5619:SPC NC       -  BDRY MON NC VA + NORFOLK PRINCESS ANN C  088 54 55.1
 DF5619:UTM  18      -  BDRY MON NC VA + NORFOLK PRINCESS ANN C  091 14 41.0
 DF5619
 DF5619|---------------------------------------------------------------------|
 DF5619| PID    Reference Object                     Distance      Geod. Az  |
 DF5619|                                                           dddmmss.s |
 DF5619| DF5624 BDRY MON NC VA + NORFOLK PRINCESS A 451.685 METERS 0903423.9 |
 DF5619|---------------------------------------------------------------------|
 DF5619
 DF5619                          SUPERSEDED SURVEY CONTROL
 DF5619
 DF5619  NAD 83(2001)-  36 33 01.89715(N)    076 07 38.43108(W) AD(       ) 1
 DF5619  ELLIP H (05/07/03)  -36.720  (m)                       GP(       ) 3 1
 DF5619  NAD 83(1986)-  36 33 01.90970(N)    076 07 38.46130(W) AD(       ) 1
 DF5619
 DF5619.Superseded values are not recommended for survey control.
 DF5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5619.See file dsdata.txt to determine how the superseded data were derived.
 DF5619
 DF5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9910445604(NAD 83)
 DF5619_MARKER: DU = BOUNDARY MARKER
 DF5619_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5619_STAMPING: N VA, S NCA, E NO. 5, W 1887
 DF5619_MARK LOGO: NONE  
 DF5619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5619+STABILITY: SURFACE MOTION
 DF5619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5619+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 DF5619
 DF5619  HISTORY     - Date     Condition        Report By
 DF5619  HISTORY     - 1887     MONUMENTED
 DF5619  HISTORY     - 19951115 GOOD             NCGS
 DF5619
 DF5619                          STATION DESCRIPTION
 DF5619
 DF5619'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 DF5619'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW DESCRIPTION.
 DF5619'STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF CURRITUCK AND
 DF5619'3.4 MI (5.5 KM) EAST-NORTHEAST OF MOYOCK AT THE VIRGINIA-NORTH
 DF5619'CAROLINA STATE BOUNDARY LINE.  PROCEED ALONG VA 168 FOR 1.8 MI (2.9
 DF5619'KM) NORTH FROM THE VA/NC STATE LINE-NORTH OF MOYOCK TO GALLBUSH ROAD,
 DF5619'THENCE EAST ALONG GALLBUSH ROAD FOR 1.75 MI (2.82 KM) TO INDIAN CREEK
 DF5619'ROAD, THENCE EAST ALONG INDIAN CREEK ROAD FOR 2.8 MI (4.5 KM) TO BAUM
 DF5619'ROAD, THENCE SOUTH AND EAST ALONG BAUM ROAD FOR 1.15 MI (1.85 KM) TO A
 DF5619'DIRT ROAD LEADING SOUTH, THENCE SOUTH ALONG THE DIRT ROAD (LOCALLY
 DF5619'KNOWN AS-MAIN) FOR 1.35 MI (2.17 KM) TO ITS END AND A DIRT ROAD
 DF5619'LEADING EAST (LOCALLY KNOWN AS-THIRD) , THENCE WESTERLY ALONG THE
 DF5619'SOUTH SIDE OF A DITCH, ON A WOODS PATH FOR 0.4 MI (0.6 KM) TO A
 DF5619'WITNESS POST AND THE STATION AT THE EDGE OF THE MARSH.  STATION IS A
 DF5619'GRANITE MONUMENT WITH WEDGED TOP.  MARK IS ENGRAVED ON THE NORTH
 DF5619'FACE--VA--, ON THE SOUTH FACE--NCA--, ON THE EAST FACE--NO.  5--, ON
 DF5619'THE WEST FACE--1887.  MARK IS ABOUT 2-FEET LOWER THAN THE PATH AND
 DF5619'PROJECTS 24 INCHES ABOVE THE GROUND.  LOCATED 60.0 FT (18.3 M)
 DF5619'NORTH-NORTHWEST OF THE CENTERLINE OF THE PATH, 67.0 FT (20.4 M)
 DF5619'WEST-NORTHWEST OF A WITNESS POST AT THE NORTHWEST EDGE OF PATH, 5 FT
 DF5619'(1.5 M) SOUTH-SOUTHEAST OF THE EDGE OF MARSH, 106.5 WEST-NORTHWEST OF
 DF5619'AN 18-INCH OAK WITH BLUE PAINT,--AND 39.5 FT (12.0 M) WEST OF A 5-INCH
 DF5619'ASH, 58.5 FT (17.8 M) NORTH-NORTHEAST OF A 24-INCH BEECH--BOTH WITH
 DF5619'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5620 ***********************************************************************
 DF5620  DESIGNATION -  BOUNDARY MONUMENT 6 NC VA
 DF5620  PID         -  DF5620
 DF5620  STATE/COUNTY-  NC/CURRITUCK
 DF5620  USGS QUAD   -  MOYOCK (1986)
 DF5620
 DF5620                         *CURRENT SURVEY CONTROL
 DF5620  ___________________________________________________________________
 DF5620* NAD 83(1986)-  36 33 01.83163(N)    076 09 45.68505(W)     ADJUSTED  
 DF5620* NAVD 88     -         1.7    (meters)       6.     (feet)  VERT ANG  
 DF5620  ___________________________________________________________________
 DF5620  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 DF5620  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 DF5620  HORZ ORDER  -  SECOND
 DF5620
 DF5620.The horizontal coordinates were established by classical geodetic methods
 DF5620.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 DF5620
 DF5620.The orthometric height was determined by vertical angle observations.
 DF5620
 DF5620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5620
 DF5620.The geoid height was determined by GEOID03.
 DF5620
 DF5620;                    North         East     Units Scale Factor Converg.
 DF5620;SPC NC       -   314,320.197   863,632.102   MT  1.00012978   +1 38 15.4
 DF5620;SPC NC       - 1,031,232.18  2,833,432.99   sFT  1.00012978   +1 38 15.4
 DF5620;UTM  18      - 4,045,639.566   395,940.536   MT  0.99973341   -0 41 32.9
 DF5620
 DF5620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5620!SPC NC       -   1.00000562  x   1.00012978  =   1.00013540
 DF5620!UTM  18      -   1.00000562  x   0.99973341  =   0.99973903
 DF5620
 DF5620                          SUPERSEDED SURVEY CONTROL
 DF5620
 DF5620.No superseded survey control is available for this station.
 DF5620
 DF5620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9594145640(NAD 83)
 DF5620_MARKER: DU = BOUNDARY MARKER
 DF5620_SETTING: 0 = UNSPECIFIED SETTING
 DF5620_STAMPING: N VA, S NC, E NO. 6, W 1887
 DF5620_MARK LOGO: NONE  
 DF5620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5620+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1995
 DF5620
 DF5620  HISTORY     - Date     Condition        Report By
 DF5620  HISTORY     - 1887     MONUMENTED
 DF5620  HISTORY     - 19951115 GOOD             NCGS
 DF5620
 DF5620                          STATION DESCRIPTION
 DF5620
 DF5620'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (EJH)
 DF5620'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHWEST OF CURRITUCK AND
 DF5620'2.0 MI (3.2 KM) NORTHEAST OF MOYOCK AT THE VA-NC STATE LINE.  PROCEED
 DF5620'ALONG VA 168 FOR 0.25 MI (0.40 KM) NORTHWEST (FROM THE NC-VA STATE
 DF5620'LINE NORTH OF MOYOCK) TO NECK ROAD (PRIVATE) , THENCE EASTERLY ALONG
 DF5620'NECK ROAD FOR 1.1 MI (1.8 KM) TO A GATE, THENCE EASTERLY ALONG WOODS
 DF5620'PATH/FIELD PATH FOR 0.7 MI (1.1 KM) TO STATION APPROXIMATELY 225 YARDS
 DF5620'FROM THE SOUTHEAST CORNER OF FIELD, IN THE WOODS.  THE STATION IS A
 DF5620'1-FOOT BY 1-FOOT (5-FEET TALL) GRANITE POST, WHICH IS ENGRAVED ON THE
 DF5620'NORTH FACE--VA--, ON THE SOUTH FACE--NC--, ON THE EAST FACE--NO.6--,ON
 DF5620'THE WEST FACE--1887--.  MARK PROJECTS ABOUT 26 INCHES ABOVE THE
 DF5620'GROUND.  LOCATED 60 FT (18.3 M) NORTHEAST OF A CUT-OVER AREA, 63.0 FT
 DF5620'(19.2 M) NORTH OF A 1.5 INCH IRON PIPE THAT PROJECTS 3-FEET AT
 DF5620'NORTHEAST CORNER OF CUT-OVER, AND APPROXIMATELY 200 YARDS WEST OF
 DF5620'WOODS/MARSH LINE,--28.5 FT NORTH-NORTHWEST OF A 20-INCH PINE, 31.0 FT
 DF5620'(9.4 M) EAST OF A 24-INCH RED OAK--EACH WITH A REFERENCE TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF5621 ***********************************************************************
 DF5621  DESIGNATION -  BOUNDARY MONUMENT 8 NC VA
 DF5621  PID         -  DF5621
 DF5621  STATE/COUNTY-  NC/CURRITUCK
 DF5621  USGS QUAD   -  MOYOCK (1986)
 DF5621
 DF5621                         *CURRENT SURVEY CONTROL
 DF5621  ___________________________________________________________________
 DF5621* NAD 83(1986)-  36 33 01.87167(N)    076 14 00.87576(W)     ADJUSTED  
 DF5621* NAVD 88     -         5.9    (meters)      19.     (feet)  H LEVEL   
 DF5621  ___________________________________________________________________
 DF5621  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 DF5621  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 DF5621  HORZ ORDER  -  THIRD
 DF5621
 DF5621.The horizontal coordinates were established by classical geodetic methods
 DF5621.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 DF5621
 DF5621.The orthometric height was determined by differential leveling
 DF5621.between control points not connected to bench marks.
 DF5621
 DF5621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5621
 DF5621.The geoid height was determined by GEOID03.
 DF5621
 DF5621;                    North         East     Units Scale Factor Converg.
 DF5621;SPC NC       -   314,142.299   857,287.117   MT  1.00012978   +1 35 48.1
 DF5621;SPC NC       - 1,030,648.53  2,812,616.15   sFT  1.00012978   +1 35 48.1
 DF5621;UTM  18      - 4,045,719.823   389,596.028   MT  0.99975017   -0 44 04.9
 DF5621
 DF5621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5621!SPC NC       -   1.00000492  x   1.00012978  =   1.00013470
 DF5621!UTM  18      -   1.00000492  x   0.99975017  =   0.99975509
 DF5621
 DF5621                          SUPERSEDED SURVEY CONTROL
 DF5621
 DF5621.No superseded survey control is available for this station.
 DF5621
 DF5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8959645720(NAD 83)
 DF5621_MARKER: DU = BOUNDARY MARKER
 DF5621_SETTING: 0 = UNSPECIFIED SETTING
 DF5621_STAMPING: N VA, S NCA, E NO. 8, W 1887
 DF5621_MARK LOGO: NONE  
 DF5621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5621+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DF5621
 DF5621  HISTORY     - Date     Condition        Report By
 DF5621  HISTORY     - 1887     MONUMENTED
 DF5621  HISTORY     - 1996     GOOD             NCGS
 DF5621
 DF5621                          STATION DESCRIPTION
 DF5621
 DF5621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 DF5621'RECOVERED IN GOOD CONDITION, HOWEVER IT WAS LEANING ABOUT 11 DEGREES
 DF5621'TO THE WEST-NORTHWEST.  STATION WAS RETURNED TO A VERTICAL POSITION ON
 DF5621'THIS DATE.  STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) WEST-NORTHWEST
 DF5621'OF CURRITUCK AND 3.6 MI (5.8 KM) NORTHWEST OF MOYOCK AT THE NC-VA
 DF5621'STATE BOUNDARY LINE.  PROCEED ALONG VA 168 FOR 0.9 MI (1.4 KM)
 DF5621'NORTHWEST FROM VA-NC STATE BOUNDARY LINE TO BALLAHACK ROAD, THENCE
 DF5621'WESTERLY ALONG BALLAHACK ROAD FOR 1.5 MI (2.4 KM) TO BACKWOODS ROAD,
 DF5621'THENCE ALONG BACKWOODS ROAD FOR 0.7 MI (1.1 KM) SOUTHWEST TO STATION,
 DF5621'IN THE SHOULDER.  STATION IS A 1-FOOT BY 1-FOOT (5-FEET TALL) GRANITE
 DF5621'POST, WHICH IS ENGRAVED ON THE NORTH FACE--VA--, ON THE SOUTH
 DF5621'FACE--NCA--, ON THE EAST FACE--NO.8--, ON THE WEST FACE--1887--.  MARK
 DF5621'IS ABOUT 2-FEET HIGHER THAN SR 1218, AND PROJECTS 24 INCHES ABOVE THE
 DF5621'GROUND. LOCATED 16.7 FT (5.1 M) NORTH OF THE CENTERLINE OF SR 1218
 DF5621'(NORTHWEST BACKWOODS ROAD) , 39.9 FT (12.2 M) NORTH OF NCGS
 DF5621'STATION--CLEAR--,--AND 7.5 FT (2.3 M) SOUTHWEST OF AN 8-INCH HOLLY,
 DF5621'5.3 FT (1.6 M) SOUTHEAST OF A 13-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3129 ***********************************************************************
 FX3129  DESIGNATION -  BOUNDARY MONUMENT NC VA
 FX3129  PID         -  FX3129
 FX3129  STATE/COUNTY-  NC/CURRITUCK
 FX3129  USGS QUAD   -  MOYOCK (1986)
 FX3129
 FX3129                         *CURRENT SURVEY CONTROL
 FX3129  ___________________________________________________________________
 FX3129* NAD 83(2001)-  36 33 01.82337(N)    076 11 33.78685(W)     ADJUSTED  
 FX3129* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3129  ___________________________________________________________________
 FX3129  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 FX3129  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 FX3129  HORZ ORDER  -  SECOND
 FX3129
 FX3129.The horizontal coordinates were established by classical geodetic methods
 FX3129.and adjusted by the National Geodetic Survey in August 2005.
 FX3129
 FX3129.The orthometric height was scaled from a topographic map.
 FX3129
 FX3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3129
 FX3129.The geoid height was determined by GEOID03.
 FX3129
 FX3129;                    North         East     Units Scale Factor Converg.
 FX3129;SPC NC       -   314,243.507   860,944.329   MT  1.00012978   +1 37 13.0
 FX3129;SPC NC       - 1,030,980.57  2,824,614.85   sFT  1.00012978   +1 37 13.0
 FX3129;SPC VA S     - 1,026,625.354 3,706,566.543   MT  1.00004626   +1 24 01.2
 FX3129;SPC VA S     - 3,368,186.68 12,160,627.07   sFT  1.00004626   +1 24 01.2
 FX3129;UTM  18      - 4,045,672.216   393,252.923   MT  0.99974039   -0 42 37.3
 FX3129
 FX3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3129!SPC NC       -   1.00000529  x   1.00012978  =   1.00013507
 FX3129!SPC VA S     -   1.00000529  x   1.00004626  =   1.00005155
 FX3129!UTM  18      -   1.00000529  x   0.99974039  =   0.99974568
 FX3129
 FX3129                          SUPERSEDED SURVEY CONTROL
 FX3129
 FX3129  NAD 83(1993)-  36 33 01.82855(N)    076 11 33.78799(W) AD(       ) 2
 FX3129  NAD 83(1986)-  36 33 01.83479(N)    076 11 33.81610(W) AD(       ) 2
 FX3129  NAD 27      -  36 33 01.28600(N)    076 11 35.04800(W) AD(       ) 2
 FX3129
 FX3129.Superseded values are not recommended for survey control.
 FX3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3129.See file dsdata.txt to determine how the superseded data were derived.
 FX3129
 FX3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9325345672(NAD 83)
 FX3129_MARKER: 71 = BOUNDARY MONUMENT
 FX3129_STAMPING: S NC, N VA, W 1887, E LAT 36 DEG 33 MIN 00 SEC
 FX3129_MARK LOGO: CGS   
 FX3129
 FX3129  HISTORY     - Date     Condition        Report By
 FX3129  HISTORY     - 1931     FIRST OBSERVED   CGS
 FX3129
 FX3129                          STATION DESCRIPTION
 FX3129
 FX3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3129'ABOUT 2.0 MILES NORTH ALONG NORTH CAROLINA ROUTE 34 FROM MOYOCK, N.
 FX3129'C., 6 MILES SOUTH ALONG VIRGINIA ROUTE 27 (SAME HIGHWAY) FROM
 FX3129'HICKORY, VA., AND ON EAST EDGE OF HIGHWAY AT NORTH CAROLINA-VIRGINIA
 FX3129'STATE LINE.  MARK IS GRANITE POST, 1 FOOT SQUARE, AND SHAPED ON
 FX3129'TOP AS INVERTED V, WITH RIDGE OF V IN STATE LINE.  IT IS MARKED
 FX3129'AS FOLLOWS-- SOUTH SIDE, N.C. NORTH SIDE, VA. WEST SIDE, 1887. AND
 FX3129'EAST SIDE, LATITUDE 36 DEG 33 MIN 00 SEC.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5173 ***********************************************************************
 FA5173  DESIGNATION -  BOUNOUS
 FA5173  PID         -  FA5173
 FA5173  STATE/COUNTY-  NC/BURKE
 FA5173  USGS QUAD   -  DREXEL (1993)
 FA5173
 FA5173                         *CURRENT SURVEY CONTROL
 FA5173  ___________________________________________________________________
 FA5173* NAD 83(2007)-  35 46 07.86799(N)    081 31 35.40226(W)     ADJUSTED  
 FA5173* NAVD 88     -       365.3    (meters)    1198.     (feet)  GPS OBS   
 FA5173  ___________________________________________________________________
 FA5173  EPOCH DATE  -        2002.00
 FA5173  X           -     763,475.001 (meters)                     COMP
 FA5173  Y           -  -5,124,743.773 (meters)                     COMP
 FA5173  Z           -   3,707,606.742 (meters)                     COMP
 FA5173  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FA5173  ELLIP HEIGHT-         332.971 (meters)          (02/10/07) ADJUSTED
 FA5173  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 FA5173
 FA5173  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5173  Type    PID    Designation                      North   East  Ellip
 FA5173  -------------------------------------------------------------------
 FA5173  NETWORK FA5173 BOUNOUS                           0.82   0.59   1.37
 FA5173  -------------------------------------------------------------------
 FA5173
 FA5173.The horizontal coordinates were established by GPS observations
 FA5173.and adjusted by the National Geodetic Survey in February 2007.
 FA5173
 FA5173.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5173.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5173.The horizontal coordinates are valid at the epoch date displayed above.
 FA5173.The epoch date for horizontal control is a decimal equivalence
 FA5173.of Year/Month/Day.
 FA5173
 FA5173.The orthometric height was determined by GPS observations and a
 FA5173.high-resolution geoid model.
 FA5173
 FA5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5173
 FA5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5173
 FA5173.The ellipsoidal height was determined by GPS observations
 FA5173.and is referenced to NAD 83.
 FA5173
 FA5173.The geoid height was determined by GEOID03.
 FA5173
 FA5173;                    North         East     Units Scale Factor Converg.
 FA5173;SPC NC       -   226,861.821   381,184.189   MT  0.99991322   -1 27 29.6
 FA5173;SPC NC       -   744,295.82  1,250,601.79   sFT  0.99991322   -1 27 29.6
 FA5173;UTM  17      - 3,958,439.092   452,409.448   MT  0.99962791   -0 18 27.9
 FA5173
 FA5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5173!SPC NC       -   0.99994774  x   0.99991322  =   0.99986097
 FA5173!UTM  17      -   0.99994774  x   0.99962791  =   0.99957567
 FA5173
 FA5173                          SUPERSEDED SURVEY CONTROL
 FA5173
 FA5173  NAD 83(2001)-  35 46 07.86806(N)    081 31 35.40217(W) AD(       ) 1
 FA5173  ELLIP H (03/13/03)  332.984  (m)                       GP(       ) 4 2
 FA5173  NAD 83(1995)-  35 46 07.87417(N)    081 31 35.40476(W) AD(       ) 1
 FA5173  NAD 83(1986)-  35 46 07.87535(N)    081 31 35.40544(W) AD(       ) 1
 FA5173  NGVD 29 (02/04/93)  365.4    (m)         1199.     (f) GPS OBS     3  
 FA5173
 FA5173.Superseded values are not recommended for survey control.
 FA5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5173.See file dsdata.txt to determine how the superseded data were derived.
 FA5173
 FA5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5240958439(NAD 83)
 FA5173_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5173_SP_SET: CONCRETE POST
 FA5173_STAMPING: BOUNOUS 1988
 FA5173_MARK LOGO: NCGS  
 FA5173_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5173+STABILITY: SURFACE MOTION
 FA5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5173+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1997
 FA5173
 FA5173  HISTORY     - Date     Condition        Report By
 FA5173  HISTORY     - 1988     MONUMENTED       NCGS
 FA5173  HISTORY     - 19970910 GOOD             NCGS
 FA5173
 FA5173                          STATION DESCRIPTION
 FA5173
 FA5173'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5173'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTH OF RUTHERFORD COLLEGE,
 FA5173'AND 9.0 MI (14.5 KM) EAST OF MORGANTON.
 FA5173'ALONG SR 1001 (MALCOLM BOULEVARD) FOR 2.05 MI (3.30 KM) NORTH FROM THE
 FA5173'US 64-70 INTERSECTION AT RUTHERFORD COLLEGE, IN YARD OF BOUNOUS
 FA5173'RESIDENCE, OR 0.65 MI (1.05 KM) NORTH OF SR 1546 (LOVELADY ROAD).
 FA5173'MARK IS FLUSH WITH GROUND AND 2 FEET HIGHER THAN THE ROAD. LOCATED
 FA5173'31.0 FT (9.4 M) WEST OF THE CENTERLINE OF ROAD, 19.0 FT (5.8 M)
 FA5173'NORTH-NORTHEAST OF CONCRETE DRIVE, 58.5 FT (17.8 M) SOUTH-SOUTHEAST OF
 FA5173'12-INCH APPLE TREE, 149.5 FT (45.6 M) SOUTHEAST OF SOUTHEAST CORNER
 FA5173'OF BRICK HOUSE, AND 7.5 FT (2.3 M) SOUTHWEST OF CONCRETE WATER METER
 FA5173'COVER.
 FA5173
 FA5173                          STATION RECOVERY (1997)
 FA5173
 FA5173'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA5173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5174 ***********************************************************************
 FA5174  DESIGNATION -  BOUNOUS AZ MK
 FA5174  PID         -  FA5174
 FA5174  STATE/COUNTY-  NC/BURKE
 FA5174  USGS QUAD   -  DREXEL (1993)
 FA5174
 FA5174                         *CURRENT SURVEY CONTROL
 FA5174  ___________________________________________________________________
 FA5174* NAD 83(1995)-  35 45 55.53900(N)    081 31 31.76852(W)     NO CHECK  
 FA5174* NAVD 88     -       374.5    (meters)    1229.     (feet)  VERTCON   
 FA5174  ___________________________________________________________________
 FA5174  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FA5174  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FA5174  HORZ ORDER  -  SECOND
 FA5174
 FA5174.The horizontal coordinates were established by classical geodetic methods
 FA5174.and adjusted by the National Geodetic Survey in April 1999.
 FA5174.No horizontal observational check was made to the station.
 FA5174
 FA5174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5174
 FA5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5174
 FA5174.The geoid height was determined by GEOID03.
 FA5174
 FA5174;                    North         East     Units Scale Factor Converg.
 FA5174;SPC NC       -   226,479.667   381,265.760   MT  0.99991268   -1 27 27.5
 FA5174;SPC NC       -   743,042.04  1,250,869.41   sFT  0.99991268   -1 27 27.5
 FA5174;UTM  17      - 3,958,058.761   452,498.650   MT  0.99962780   -0 18 25.7
 FA5174
 FA5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5174!SPC NC       -   0.99994629  x   0.99991268  =   0.99985898
 FA5174!UTM  17      -   0.99994629  x   0.99962780  =   0.99957411
 FA5174
 FA5174                          SUPERSEDED SURVEY CONTROL
 FA5174
 FA5174  NAD 83(1986)-  35 45 55.54015(N)    081 31 31.76921(W) AD(       ) 2
 FA5174  NGVD 29 (02/04/93)  374.7    (m)         1229.     (f) VERT ANG    3  
 FA5174
 FA5174.Superseded values are not recommended for survey control.
 FA5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5174.See file dsdata.txt to determine how the superseded data were derived.
 FA5174
 FA5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5249958059(NAD 83)
 FA5174_MARKER: DZ = AZIMUTH MARK DISK
 FA5174_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA5174_SP_SET: DRILLED IN SIDEWALK
 FA5174_STAMPING: BOUNOUS 1988
 FA5174_MARK LOGO: NCGS  
 FA5174_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA5174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5174
 FA5174  HISTORY     - Date     Condition        Report By
 FA5174  HISTORY     - 1988     MONUMENTED       NCGS
 FA5174
 FA5174                          STATION DESCRIPTION
 FA5174
 FA5174'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5174'STATION IS LOCATED 1.1 MI (1.8 KM) NORTH OF RUTHERFORD COLLEGE, AND
 FA5174'9.0 MI (14.5 KM) EAST OF MORGANTON.
 FA5174'ALONG SR 1001 (MALCOLM BOULEVARD) FOR 1.8 MI (2.9 KM) NORTH FROM THE
 FA5174'US 64-70 INTERSECTION IN RUTHERFORD COLLEGE ON RIGHT, OR 0.4 MI
 FA5174'(0.6 KM) NORTH OF SR 1546 (LOVELADY ROAD) ON RIGHT.
 FA5174'MARK IS DRILLED IN THE SIDEWALK AND IS 0.5 FEET HIGHER THAN THE ROAD.
 FA5174'LOCATED 19.7 FT (6.0 M) EAST OF THE CENTERLINE OF THE ROAD, 305.0 FT
 FA5174'(93.0 M) NORTH OF THE CENTERLINE OF TALMON STREET, 4.6 FT (1.4 M)
 FA5174'EAST OF EDGE CONCRETE CURB, AND 2.3 FT (0.7 M) WEST OF LIGHT POLE (ZE
 FA5174'51-75) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0068 ***********************************************************************
 FZ0068  DESIGNATION -  BOW
 FZ0068  PID         -  FZ0068
 FZ0068  STATE/COUNTY-  NC/FORSYTH
 FZ0068  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ0068
 FZ0068                         *CURRENT SURVEY CONTROL
 FZ0068  ___________________________________________________________________
 FZ0068* NAD 83(2001)-  36 03 37.59750(N)    080 18 33.19365(W)     ADJUSTED  
 FZ0068* NAVD 88     -       264.657  (meters)     868.30   (feet)  POSTED    
 FZ0068  ___________________________________________________________________
 FZ0068  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 FZ0068  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FZ0068  DYNAMIC HT  -         264.410 (meters)     867.49  (feet)  COMP
 FZ0068  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 FZ0068
 FZ0068  HORZ ORDER  -  SECOND
 FZ0068  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FZ0068
 FZ0068.The horizontal coordinates were established by classical geodetic methods
 FZ0068.and adjusted by the National Geodetic Survey in August 2005.
 FZ0068
 FZ0068.The orthometric height was determined by differential leveling
 FZ0068.and adjusted by the  in 1992.
 FZ0068.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FZ0068.rate of 2.1 thru 3.0 mm/km.
 FZ0068
 FZ0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0068
 FZ0068.The geoid height was determined by GEOID03.
 FZ0068
 FZ0068.The dynamic height is computed by dividing the NAVD 88
 FZ0068.geopotential number by the normal gravity value computed on the
 FZ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0068.degrees latitude (g = 980.6199 gals.).
 FZ0068
 FZ0068.The modeled gravity was interpolated from observed gravity values.
 FZ0068
 FZ0068;                    North         East     Units Scale Factor Converg.
 FZ0068;SPC NC       -   257,085.072   491,653.932   MT  0.99997209   -0 45 20.3
 FZ0068;SPC NC       -   843,453.27  1,613,034.61   sFT  0.99997209   -0 45 20.3
 FZ0068;UTM  17      - 3,990,873.341   562,211.241   MT  0.99964769   +0 24 23.9
 FZ0068
 FZ0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0068!SPC NC       -   0.99996359  x   0.99997209  =   0.99993568
 FZ0068!UTM  17      -   0.99996359  x   0.99964769  =   0.99961130
 FZ0068
 FZ0068:                Primary Azimuth Mark                     Grid Az
 FZ0068:SPC NC       -  VANHOY                                   184 10 04.0
 FZ0068:UTM  17      -  VANHOY                                   183 00 19.8
 FZ0068
 FZ0068|---------------------------------------------------------------------|
 FZ0068| PID    Reference Object                     Distance      Geod. Az  |
 FZ0068|                                                           dddmmss.s |
 FZ0068| FZ1580 VANHOY                              488.950 METERS 1832443.7 |
 FZ0068| FZ1555 FRONTIS                             401.091 METERS 3475833.9 |
 FZ0068|---------------------------------------------------------------------|
 FZ0068
 FZ0068                          SUPERSEDED SURVEY CONTROL
 FZ0068
 FZ0068  NAD 83(1993)-  36 03 37.60414(N)    080 18 33.20043(W) AD(       ) 2
 FZ0068  NAD 83(1986)-  36 03 37.60317(N)    080 18 33.20060(W) AD(       ) 2
 FZ0068  NAD 27      -  36 03 37.10643(N)    080 18 34.01698(W) AD(       ) 2
 FZ0068  NGVD 29 (??/??/92)  264.851  (m)          868.93   (f) ADJ UNCH    2 0
 FZ0068
 FZ0068.Superseded values are not recommended for survey control.
 FZ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0068.See file dsdata.txt to determine how the superseded data were derived.
 FZ0068
 FZ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6221190873(NAD 83)
 FZ0068_MARKER: DE = TRAVERSE STATION DISK
 FZ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0068_STAMPING: BOW 1970
 FZ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0068+STABILITY: SURFACE MOTION
 FZ0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0068+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 FZ0068
 FZ0068  HISTORY     - Date     Condition        Report By
 FZ0068  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0068  HISTORY     - 1972     GOOD             NCGS
 FZ0068  HISTORY     - 1983     GOOD             USPSQD
 FZ0068  HISTORY     - 20060516 GOOD             GEOCAC
 FZ0068
 FZ0068                          STATION DESCRIPTION
 FZ0068
 FZ0068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0068'BOW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0068'THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ0068'
 FZ0068'BOW IS LOCATED APPROXIMATELY 4.3 MILES SOUTHWEST OF WINSTON SALEM
 FZ0068'AND 4.9 MILES NORTHEAST OF CLEMMONS.  TO REACH STATION PROCEED
 FZ0068'FROM THE BRIDGE ON US 158 OVER SILAS CREEK PARKWAY, GO SOUTHWEST ON
 FZ0068'US 158 FOR 1.15 MILES TO INTERSECTION OF US 158 AND SR 2972, TURN
 FZ0068'LEFT (S) ON SR 2972 AND PROCEED 0.25 MILE TO STATION ON LEFT, ON
 FZ0068'NORTH SIDE OF EDGE OF TREES, AND 0.05 MILE NORTH OF INTERSECTION
 FZ0068'OF SR 2972 AND SR 2901 (BURKE MILL RD.).
 FZ0068'
 FZ0068'STATION MARK IS A STANDARD B. C. BRASS TRAVERSE DISK, STAMPED BOW
 FZ0068'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ0068'INCH BELOW THE SURFACE OF THE GROUND.
 FZ0068'
 FZ0068'MARK IS
 FZ0068'22.2 FEET E OF C/L OF SR 2972.
 FZ0068'64.9 FEET N OF FIRE HYDRANT.
 FZ0068'54.1 FEET S OF 10 INCH CEDAR TREE.
 FZ0068'23.6 FEET NW OF ALUMINUM REF. TAG ON 24 INCH OAK TREE.
 FZ0068'39.9 FEET NNW OF ALUMINUM REF. TAG ON 20 INCH OAK TREE.
 FZ0068
 FZ0068                          STATION RECOVERY (1972)
 FZ0068
 FZ0068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0068'4.5 MI SW FROM WINSTON SALEM.
 FZ0068'TO REACH STATION FROM THE INTERSECTION OF SILAS CREEK PARKWAY
 FZ0068'AND U.S. 158, PROCEED SW ALONG U.S. 158 FOR 01.15 MILE TO
 FZ0068'INTERSECTION WITH SR 2972, TURN LEFT AND PROCEED SOUTH ALONG
 FZ0068'SR 2972 FOR 0.25 MILE TO STATION ON THE LEFT AT EDGE OF WOODS,
 FZ0068'0.05 MILE NORTH OF SR 2901 (BURKE MILL ROAD), 22.2 FEET EAST OF
 FZ0068'C/L OF SR 2972, AND 64.9 FEET NORTH OF FIRE HYDRANT, 53.8 FEET
 FZ0068'SE OF 8 IN CEDAR WITH TAG ON WEST SIDE OF ROAD, 23.6 FEET NW
 FZ0068'OF 24 IN OAK WITH ALUMINUM REF. TAG ON EAST SIDE OF ROAD, AND
 FZ0068'39.8 FEET NNW OF 20 IN OAK WITH ALUMINUM REF. TAG ON EAST SIDE
 FZ0068'OF ROAD.  DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE
 FZ0068'SURFACE OF THE GROUND.
 FZ0068
 FZ0068                          STATION RECOVERY (1983)
 FZ0068
 FZ0068'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0068'RECOVERED IN GOOD CONDITION.
 FZ0068
 FZ0068                          STATION RECOVERY (2006)
 FZ0068
 FZ0068'RECOVERY NOTE BY GEOCACHING 2006 (DJS)
 FZ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3045 ***********************************************************************
 FA3045  DESIGNATION -  BOW
 FA3045  PID         -  FA3045
 FA3045  STATE/COUNTY-  NC/CATAWBA
 FA3045  USGS QUAD   -  BETHLEHEM (1993)
 FA3045
 FA3045                         *CURRENT SURVEY CONTROL
 FA3045  ___________________________________________________________________
 FA3045* NAD 83(2001)-  35 45 03.96160(N)    081 15 39.08631(W)     ADJUSTED  
 FA3045* NAVD 88     -       335.5    (meters)    1101.     (feet)  VERTCON   
 FA3045  ___________________________________________________________________
 FA3045  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FA3045  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 FA3045  HORZ ORDER  -  SECOND
 FA3045
 FA3045.The horizontal coordinates were established by classical geodetic methods
 FA3045.and adjusted by the National Geodetic Survey in August 2005.
 FA3045
 FA3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3045
 FA3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3045
 FA3045.The geoid height was determined by GEOID03.
 FA3045
 FA3045;                    North         East     Units Scale Factor Converg.
 FA3045;SPC NC       -   224,313.757   405,151.346   MT  0.99991047   -1 18 17.6
 FA3045;SPC NC       -   735,936.05  1,329,234.04   sFT  0.99991047   -1 18 17.6
 FA3045;UTM  17      - 3,956,373.795   476,415.870   MT  0.99960685   -0 09 08.7
 FA3045
 FA3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3045!SPC NC       -   0.99995240  x   0.99991047  =   0.99986287
 FA3045!UTM  17      -   0.99995240  x   0.99960685  =   0.99955926
 FA3045
 FA3045:                Primary Azimuth Mark                     Grid Az
 FA3045:SPC NC       -  BUM                                      156 55 26.0
 FA3045:UTM  17      -  BUM                                      155 46 17.1
 FA3045
 FA3045|---------------------------------------------------------------------|
 FA3045| PID    Reference Object                     Distance      Geod. Az  |
 FA3045|                                                           dddmmss.s |
 FA3045| FA2949 BUM                                 445.390 METERS 1553708.4 |
 FA3045| FA3073 TRACTOR                             395.127 METERS 34529     |
 FA3045|---------------------------------------------------------------------|
 FA3045
 FA3045                          SUPERSEDED SURVEY CONTROL
 FA3045
 FA3045  NAD 83(1986)-  35 45 03.97048(N)    081 15 39.09142(W) AD(       ) 2
 FA3045  NAD 27      -  35 45 03.49232(N)    081 15 39.79108(W) AD(       ) 2
 FA3045  NGVD 29 (07/19/86)  335.7    (m)         1101.     (f) VERT ANG    3  
 FA3045
 FA3045.Superseded values are not recommended for survey control.
 FA3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3045.See file dsdata.txt to determine how the superseded data were derived.
 FA3045
 FA3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7641656374(NAD 83)
 FA3045_MARKER: DE = TRAVERSE STATION DISK
 FA3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3045_STAMPING: BOW 1967
 FA3045_MARK LOGO: NCGS  
 FA3045_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3045+STABILITY: SURFACE MOTION
 FA3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3045+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 FA3045
 FA3045  HISTORY     - Date     Condition        Report By
 FA3045  HISTORY     - 1967     MONUMENTED       NCGS
 FA3045  HISTORY     - 19990222 GOOD             NCGS
 FA3045
 FA3045                          STATION DESCRIPTION
 FA3045
 FA3045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3045'BOW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3045'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3045'
 FA3045'BOW IS LOCATED APPROXIMATELY 4.4 MILES ENE OF THE CENTER OF
 FA3045'HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3045'SR 1491 (SECTION HOUSE RD.) WITH SR 1007 (OLD U.S. 70), GO
 FA3045'NORTH FOR 2.4 MILES TO STATION.  WHICH IS ON THE WEST BANK OF
 FA3045'SR 1491, IN SE CORNER OF YARD OF ONE STORY BRICK HOUSE, SOUTH
 FA3045'OF SOUTH CONCRETE DRIVEWAY.
 FA3045'
 FA3045'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3045'BOW 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3045'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3045'
 FA3045'MARK IS
 FA3045'
 FA3045'30.4 FT W OF C/L OF SR 1491
 FA3045'
 FA3045'3.4 FT SSE OF PP 52 ON W SIDE OF SR 1491, WITH ALUMINUM REF. TAG
 FA3045'
 FA3045'8.5 FT S OF S EDGE OF DRIVEWAY ON W SIDE OF SR 1491
 FA3045'
 FA3045'58.8 FT SE OF SE CORNER OF BRICK HOUSE ON E SIDE OF SR 1491
 FA3045'
 FA3045'83.7 FT SE OF SW CORNER OF BRICK HOUSE ON W SIDE OF SR 1491
 FA3045
 FA3045                          STATION RECOVERY (1999)
 FA3045
 FA3045'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA3045'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 FA3045'STATION IS 0.05 MI (0.08 KM) SOUTH OF ARROWHEAD DRIVE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6402 ***********************************************************************
 EZ6402  DESIGNATION -  BOW
 EZ6402  PID         -  EZ6402
 EZ6402  STATE/COUNTY-  NC/CHATHAM
 EZ6402  USGS QUAD   -  SILK HOPE (1974)
 EZ6402
 EZ6402                         *CURRENT SURVEY CONTROL
 EZ6402  ___________________________________________________________________
 EZ6402* NAD 83(2001)-  35 50 00.54256(N)    079 15 42.61850(W)     ADJUSTED  
 EZ6402* NAVD 88     -       146.2    (meters)     480.     (feet)  VERTCON   
 EZ6402  ___________________________________________________________________
 EZ6402  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 EZ6402  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EZ6402  HORZ ORDER  -  SECOND
 EZ6402
 EZ6402.The horizontal coordinates were established by classical geodetic methods
 EZ6402.and adjusted by the National Geodetic Survey in August 2005.
 EZ6402
 EZ6402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6402
 EZ6402.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6402
 EZ6402.The geoid height was determined by GEOID03.
 EZ6402
 EZ6402;                    North         East     Units Scale Factor Converg.
 EZ6402;SPC NC       -   231,156.830   585,945.192   MT  0.99992402   -0 09 04.1
 EZ6402;SPC NC       -   758,387.03  1,922,388.52   sFT  0.99992402   -0 09 04.1
 EZ6402;UTM  17      - 3,966,874.003   656,992.674   MT  0.99990371   +1 01 04.0
 EZ6402
 EZ6402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6402!SPC NC       -   0.99998186  x   0.99992402  =   0.99990588
 EZ6402!UTM  17      -   0.99998186  x   0.99990371  =   0.99988557
 EZ6402
 EZ6402                          SUPERSEDED SURVEY CONTROL
 EZ6402
 EZ6402  NAD 83(1986)-  35 50 00.54124(N)    079 15 42.63377(W) AD(       ) 2
 EZ6402  NGVD 29 (06/12/91)  146.5    (m)          481.     (f) VERT ANG    3  
 EZ6402
 EZ6402.Superseded values are not recommended for survey control.
 EZ6402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6402.See file dsdata.txt to determine how the superseded data were derived.
 EZ6402
 EZ6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5699366874(NAD 83)
 EZ6402_MARKER: DE = TRAVERSE STATION DISK
 EZ6402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6402+STABILITY: SURFACE MOTION
 EZ6402
 EZ6402  HISTORY     - Date     Condition        Report By
 EZ6402  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6402
 EZ6402                          STATION DESCRIPTION
 EZ6402
 EZ6402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6402'STATION IS LOCATED APPROXIMATELY 7.9 MILES NORTHWEST OF BYNUM AND
 EZ6402'9.1 MILES NORTHWEST OF PITTSBORO.
 EZ6402'
 EZ6402'ALONG NC 87, 0.85 MILE SOUTHEAST OF THE ALAMANCE-CHATHAM COUNTY
 EZ6402'LINE, OR 9.0 MILES NORTHWEST OF THE INTERSECTION WITH US 64 AND
 EZ6402'NC 902, AND 0.25 MILE NORTHWEST OF SR 1550.
 EZ6402'
 EZ6402'STATION MARK IS A STANDARD DISK STAMPED---BOW 1982---SET IN TOP
 EZ6402'OF A 10 INCH CONCRETE CYLINDER, 1 INCH ABOVE GROUND SURFACE.
 EZ6402'MARK IS 18.7 FEET EAST-NORTHEAST OF CENTERLINE OF HIGHWAY, 37.0
 EZ6402'FEET SOUTH-SOUTHEAST OF EAST END OF HIGHWAY CULVERT, 46.7 FEET
 EZ6402'EAST-SOUTHEAST OF SOUTH END OF WEST HEADWALL OF HIGHWAY CULVERT,
 EZ6402'30.5 FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND
 EZ6402'64.0 FEET NORTHEAST OF 6 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0732 ***********************************************************************
 EA0732  DESIGNATION -  BOWDEN
 EA0732  PID         -  EA0732
 EA0732  STATE/COUNTY-  NC/NEW HANOVER
 EA0732  USGS QUAD   -  WILMINGTON (1979)
 EA0732
 EA0732                         *CURRENT SURVEY CONTROL
 EA0732  ___________________________________________________________________
 EA0732* NAD 83(2001)-  34 12 37.75237(N)    077 53 11.74460(W)     ADJUSTED  
 EA0732* NAVD 88     -        12.853  (meters)      42.17   (feet)  ADJUSTED  
 EA0732  ___________________________________________________________________
 EA0732  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 EA0732  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 EA0732  DYNAMIC HT  -          12.840 (meters)      42.13  (feet)  COMP
 EA0732  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 EA0732
 EA0732  HORZ ORDER  -  SECOND
 EA0732  VERT ORDER  -  SECOND    CLASS 0
 EA0732
 EA0732.The horizontal coordinates were established by classical geodetic methods
 EA0732.and adjusted by the National Geodetic Survey in August 2005.
 EA0732
 EA0732.The orthometric height was determined by differential leveling
 EA0732.and adjusted in June 1991.
 EA0732
 EA0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0732
 EA0732.The geoid height was determined by GEOID03.
 EA0732
 EA0732.The dynamic height is computed by dividing the NAVD 88
 EA0732.geopotential number by the normal gravity value computed on the
 EA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0732.degrees latitude (g = 980.6199 gals.).
 EA0732
 EA0732.The modeled gravity was interpolated from observed gravity values.
 EA0732
 EA0732;                    North         East     Units Scale Factor Converg.
 EA0732;SPC NC       -    51,659.643   712,210.004   MT  1.00003629   +0 38 33.4
 EA0732;SPC NC       -   169,486.68  2,336,642.32   sFT  1.00003629   +0 38 33.4
 EA0732;UTM  18      - 3,789,263.298   234,046.737   MT  1.00047198   -1 37 26.0
 EA0732
 EA0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0732!SPC NC       -   1.00000379  x   1.00003629  =   1.00004008
 EA0732!UTM  18      -   1.00000379  x   1.00047198  =   1.00047577
 EA0732
 EA0732:                Primary Azimuth Mark                     Grid Az
 EA0732:SPC NC       -  WALLACE                                  096 51 04.9
 EA0732:UTM  18      -  WALLACE                                  099 07 04.3
 EA0732
 EA0732|---------------------------------------------------------------------|
 EA0732| PID    Reference Object                     Distance      Geod. Az  |
 EA0732|                                                           dddmmss.s |
 EA0732| EA0610 WALLACE                             APPROX. 1.0 KM 0972938.3 |
 EA0732| EA0733 JIM                                 377.715 METERS 19134     |
 EA0732|---------------------------------------------------------------------|
 EA0732
 EA0732                          SUPERSEDED SURVEY CONTROL
 EA0732
 EA0732  NAD 83(1986)-  34 12 37.76298(N)    077 53 11.75807(W) AD(       ) 2
 EA0732  NAD 27      -  34 12 37.14816(N)    077 53 12.81145(W) AD(       ) 2
 EA0732  NGVD 29 (??/??/92)   13.145  (m)           43.13   (f) ADJ UNCH    2 0
 EA0732
 EA0732.Superseded values are not recommended for survey control.
 EA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0732.See file dsdata.txt to determine how the superseded data were derived.
 EA0732
 EA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3404789263(NAD 83)
 EA0732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EA0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0732_STAMPING: BOWDEN 1963
 EA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0732+STABILITY: SURFACE MOTION
 EA0732
 EA0732  HISTORY     - Date     Condition        Report By
 EA0732  HISTORY     - 1963     MONUMENTED       NCGS
 EA0732  HISTORY     - 1963     GOOD             NGS
 EA0732  HISTORY     - 1970     SEE DESCRIPTION  USGS
 EA0732  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EA0732  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EA0732  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EA0732  HISTORY     - 20040531 MARK NOT FOUND   USPSQD
 EA0732  HISTORY     - 20041022 MARK NOT FOUND   USPSQD
 EA0732
 EA0732                          STATION DESCRIPTION
 EA0732
 EA0732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0732'BOWDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0732'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0732'
 EA0732'BOWDEN IS 3.80 MILES ESE OF THE CENTER OF WILMINGTON, AT
 EA0732'WINTER PARK IN THE NE QUADRANT OF U.S. 76 AND NC 132.  IT IS 3
 EA0732'FEET BACK OF CURB LINE.
 EA0732'
 EA0732'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0732'BOWDEN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0732'WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA0732'
 EA0732'MARK IS
 EA0732'
 EA0732'47.50 FT E OF C/L OF NC 132
 EA0732'
 EA0732'40.0 FT N OF C/L OF U.S. 76
 EA0732'
 EA0732'7.90 FT SE OF 3 LEAD NAILS IN GUY POLE
 EA0732'
 EA0732'16.60 FT SE OF 3 LEAD NAILS IN TEL. AND PP.
 EA0732'
 EA0732'88.90 FT W OF 3 LEAD NAILS IN GUY POLE
 EA0732'
 EA0732'15.00 FT NE OF CENTER OF BELL SYSTEM MANHOLE COVER
 EA0732'
 EA0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0732
 EA0732                          STATION RECOVERY (1963)
 EA0732
 EA0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0732'AT WINTER PARK.
 EA0732'AT WINTER PARK, AT THE NORTHEAST CORNER OF THE INTERSECTION
 EA0732'OF U.S. HIGHWAY 76 AND STATE HIGHWAY 132, 3.6 FEET NORTH OF THE
 EA0732'NORTH CURB OF THE U.S. HIGHWAY, 47.6 FEET EAST OF THE CENTER LINE
 EA0732'OF THE STATE HIGHWAY, 7 FEET SOUTHEAST OF A TRAFFIC LIGHT POLE,
 EA0732'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 EA0732'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 EA0732'A NCGS TRI-TRAV STA. DISK.
 EA0732
 EA0732                          STATION RECOVERY (1970)
 EA0732
 EA0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0732'AREA HAS BEEN PAVED.  STATION HAS BEEN DESTROYED.
 EA0732
 EA0732                          STATION RECOVERY (1984)
 EA0732
 EA0732'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 EA0732'MARK NOT RECOVERED.  STATION IS UNDER PAVEMENT, IF IT EXISTS.
 EA0732
 EA0732                          STATION RECOVERY (1985)
 EA0732
 EA0732'RECOVERY NOTE BY US POWER SQUADRON 1985 (WG)
 EA0732'MARK NOT FOUND.
 EA0732
 EA0732                          STATION RECOVERY (1988)
 EA0732
 EA0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (HHB)
 EA0732'MARK NOT FOUND.
 EA0732
 EA0732                          STATION RECOVERY (2004)
 EA0732
 EA0732'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0732'MARK NOT FOUND.
 EA0732
 EA0732                          STATION RECOVERY (2004)
 EA0732
 EA0732'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0732'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 EA0732'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2583 ***********************************************************************
 FY2583  DESIGNATION -  BOWDEN
 FY2583  PID         -  FY2583
 FY2583  STATE/COUNTY-  NC/FRANKLIN
 FY2583  USGS QUAD   -  JUSTICE (1979)
 FY2583
 FY2583                         *CURRENT SURVEY CONTROL
 FY2583  ___________________________________________________________________
 FY2583* NAD 83(2001)-  36 01 37.67584(N)    078 10 10.95828(W)     ADJUSTED  
 FY2583* NAVD 88     -       100.     (meters)     328.     (feet)  VERTCON   
 FY2583  ___________________________________________________________________
 FY2583  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FY2583  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 FY2583  HORZ ORDER  -  SECOND
 FY2583
 FY2583.The horizontal coordinates were established by classical geodetic methods
 FY2583.and adjusted by the National Geodetic Survey in August 2005.
 FY2583
 FY2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2583
 FY2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2583
 FY2583.The geoid height was determined by GEOID03.
 FY2583
 FY2583;                    North         East     Units Scale Factor Converg.
 FY2583;SPC NC       -   252,924.112   684,433.956   MT  0.99996404   +0 28 45.2
 FY2583;SPC NC       -   829,801.86  2,245,513.74   sFT  0.99996404   +0 28 45.2
 FY2583;UTM  17      - 3,990,664.454   755,032.074   MT  1.00040150   +1 39 56.1
 FY2583
 FY2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2583!SPC NC       -   0.99998970  x   0.99996404  =   0.99995374
 FY2583!UTM  17      -   0.99998970  x   1.00040150  =   1.00039119
 FY2583
 FY2583:                Primary Azimuth Mark                     Grid Az
 FY2583:SPC NC       -  BUNN                                     269 43 13.7
 FY2583:UTM  17      -  BUNN                                     268 32 02.8
 FY2583
 FY2583|---------------------------------------------------------------------|
 FY2583| PID    Reference Object                     Distance      Geod. Az  |
 FY2583|                                                           dddmmss.s |
 FY2583| FY2585 BUNN                                APPROX. 5.1 KM 2701158.9 |
 FY2583|---------------------------------------------------------------------|
 FY2583
 FY2583                          SUPERSEDED SURVEY CONTROL
 FY2583
 FY2583  NAD 83(1993)-  36 01 37.67875(N)    078 10 10.96773(W) AD(       ) 2
 FY2583  NAD 83(1986)-  36 01 37.67904(N)    078 10 10.96819(W) AD(       ) 2
 FY2583  NAD 27      -  36 01 37.13434(N)    078 10 12.00117(W) AD(       ) 2
 FY2583  NGVD 29 (07/19/86)  100.     (m)          328.     (f) VERT ANG    3  
 FY2583
 FY2583.Superseded values are not recommended for survey control.
 FY2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2583.See file dsdata.txt to determine how the superseded data were derived.
 FY2583
 FY2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5503290664(NAD 83)
 FY2583_MARKER: DE = TRAVERSE STATION DISK
 FY2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2583_STAMPING: BOWDEN 1969
 FY2583_MARK LOGO: NCGS  
 FY2583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2583+STABILITY: SURFACE MOTION
 FY2583
 FY2583  HISTORY     - Date     Condition        Report By
 FY2583  HISTORY     - 1969     MONUMENTED       NCGS
 FY2583  HISTORY     - 1976     GOOD             NCGS
 FY2583  HISTORY     - 19960703 SEE DESCRIPTION  NCGS
 FY2583
 FY2583                          STATION DESCRIPTION
 FY2583
 FY2583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2583'BOWDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2583'IN THE VICINITY OF BUNN, NORTH CAROLINA.
 FY2583'
 FY2583'BOWDEN IS LOCATED APPROXIMATELY 6.4 MILES NORTHEAST OF BUNN.  TO
 FY2583'REACH STATION PROCEED FROM THE INTERSECTION OF NC 581, SR 1639,
 FY2583'AND SR 1623 AT DUKE MEMORIAL BAPTIST CHURCH IN JUSTICE COMMUNITY,
 FY2583'GO SOUTH ON NC 581 FOR 1.85 MILES TO INTERSECTION OF NC 581
 FY2583'AND SR 1627, TURN SOUTHWEST ON SR 1627 FOR 0.5 MILE TO
 FY2583'INTERSECTION OF SR 1627 AND SR 1626 (LOOP RD), TURN WEST ON
 FY2583'SR 1626 APPROXIMATELY 100 FEET TO STATION ON NORTH SIDE OF
 FY2583'SR 1626 AND EAST SIDE OF DRIVEWAY.
 FY2583'
 FY2583'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2583'BOWDEN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2583'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2583'
 FY2583'MARK IS
 FY2583'
 FY2583'123.2 FT W OF C/L OF SR 1627
 FY2583'
 FY2583'42.9 FT N OF C/L OF SR 1626
 FY2583'
 FY2583'10.4 FT E OF C/L OF DIRT ROAD
 FY2583'
 FY2583'6.3 FT NW OF FENCE POST WITH ALUMINUM REF. TAG
 FY2583'
 FY2583'13.2 FT SW OF FENCE POST WITH ALUMINUM REF. TAG
 FY2583'
 FY2583'77.1 FT W OF TP WITH ALUMINUM REF. TAG
 FY2583'
 FY2583'19.6 FT SE OF SE CORNER OF CEMETERY FENCE
 FY2583
 FY2583                          STATION RECOVERY (1976)
 FY2583
 FY2583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY2583'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE CHANGE IN REFERENCES
 FY2583'ARE AS FOLLOWS - 41.3 FEET NORTH OF THE CENTERLINE OF SR 1626, 8.6
 FY2583'FEET EAST OF THE CENTERLINE OF DIRT ROAD, 3.8 FEET NORTHWEST OF FENCE
 FY2583'POST WITH ALUMINUM TAG, 12.0 FEET SOUTHWEST OF FENCE POST WITH
 FY2583'ALUMINUM TAG, 19.6 FEET EAST OF SOUTHEAST CEMETERY CORNER METAL FENCE
 FY2583'POST, AND ADD 29.8 FEET SOUTHEAST OF NORTHEAST CEMETERY CORNER METAL
 FY2583'FENCE POST.
 FY2583
 FY2583                          STATION RECOVERY (1996)
 FY2583
 FY2583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY2583'STATION HAS BEEN DESTROYED AND DISK RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4545 ***********************************************************************
 EZ4545  DESIGNATION -  BOWDENS
 EZ4545  PID         -  EZ4545
 EZ4545  STATE/COUNTY-  NC/DUPLIN
 EZ4545  USGS QUAD   -  WARSAW NORTH (1977)
 EZ4545
 EZ4545                         *CURRENT SURVEY CONTROL
 EZ4545  ___________________________________________________________________
 EZ4545* NAD 83(2001)-  35 03 07.66966(N)    078 06 45.69745(W)     ADJUSTED  
 EZ4545* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 EZ4545  ___________________________________________________________________
 EZ4545  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 EZ4545  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EZ4545  HORZ ORDER  -  SECOND
 EZ4545
 EZ4545.The horizontal coordinates were established by classical geodetic methods
 EZ4545.and adjusted by the National Geodetic Survey in August 2005.
 EZ4545
 EZ4545.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4545
 EZ4545.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4545
 EZ4545.The geoid height was determined by GEOID03.
 EZ4545
 EZ4545;                    North         East     Units Scale Factor Converg.
 EZ4545;SPC NC       -   144,807.080   690,539.477   MT  0.99987863   +0 30 43.7
 EZ4545;SPC NC       -   475,087.89  2,265,544.93   sFT  0.99987863   +0 30 43.7
 EZ4545;UTM  17      - 3,882,636.866   763,342.505   MT  1.00045478   +1 39 33.1
 EZ4545
 EZ4545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4545!SPC NC       -   0.99999768  x   0.99987863  =   0.99987631
 EZ4545!UTM  17      -   0.99999768  x   1.00045478  =   1.00045246
 EZ4545
 EZ4545:                Primary Azimuth Mark                     Grid Az
 EZ4545:SPC NC       -  PEDESTAL                                 170 18 39.9
 EZ4545:UTM  17      -  PEDESTAL                                 169 09 50.5
 EZ4545
 EZ4545|---------------------------------------------------------------------|
 EZ4545| PID    Reference Object                     Distance      Geod. Az  |
 EZ4545|                                                           dddmmss.s |
 EZ4545| EZ2166 PEDESTAL                            481.801 METERS 1704923.6 |
 EZ4545| EZ2169 CREEK                               APPROX. 0.9 KM 3440254.4 |
 EZ4545|---------------------------------------------------------------------|
 EZ4545
 EZ4545                          SUPERSEDED SURVEY CONTROL
 EZ4545
 EZ4545  NAD 83(1986)-  35 03 07.67947(N)    078 06 45.70730(W) AD(       ) 2
 EZ4545  NAD 27      -  35 03 07.08366(N)    078 06 46.74214(W) AD(       ) 2
 EZ4545  NGVD 29 (07/19/86)   50.2    (m)          165.     (f) VERT ANG    3  
 EZ4545
 EZ4545.Superseded values are not recommended for survey control.
 EZ4545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4545.See file dsdata.txt to determine how the superseded data were derived.
 EZ4545
 EZ4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6334382637(NAD 83)
 EZ4545_MARKER: DE = TRAVERSE STATION DISK
 EZ4545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4545_STAMPING: BOWDENS 1968
 EZ4545_MARK LOGO: NCGS  
 EZ4545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4545+STABILITY: SURFACE MOTION
 EZ4545
 EZ4545  HISTORY     - Date     Condition        Report By
 EZ4545  HISTORY     - 1968     MONUMENTED       NCGS
 EZ4545
 EZ4545                          STATION DESCRIPTION
 EZ4545
 EZ4545'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ4545'BOWDENS IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ4545'ESTABLISHED IN THE VICINITY OF BOWDENS, NORTH CAROLINA.
 EZ4545'
 EZ4545'BOWDENS IS LOCATED APPROXIMATELY 0.2 MILE SOUTHEAST OF THE
 EZ4545'CENTER OF BOWDENS.  TO REACH STATION PROCEED FROM THE
 EZ4545'INTERSECTION OF SR 1301 WITH U,S. 117 IN BOWDENS, GO SOUTH ON
 EZ4545'U.S. 117 FOR 0.35 MILE TO STATION.  WHICH IS ON THE WEST SHOULDER
 EZ4545'OF U.S. 117 IN START OF CURVE WHICH IS THE FIRST CURVE SOUTH OF
 EZ4545'CENTER OF BOWDENS, AND IN LINE BETWEEN TP 142 AND HIGHWAY.
 EZ4545'
 EZ4545'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4545'BOWDENS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4545'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4545'
 EZ4545'MARK IS
 EZ4545'
 EZ4545'28.2 FT WSW OF C/L OF U.S. 117
 EZ4545'
 EZ4545'103.2 FT SSE OF TP 143 ON W SIDE OF U.S. 117, AND WITH ALUMINUM
 EZ4545'REF. TAG
 EZ4545'
 EZ4545'99.8 FT SE OF SE CORNER MACEDONIA HOLINESS CHURCH
 EZ4545'
 EZ4545'30.5 FT SE OF 8 INCH PINE TREE ON W SIDE OF U.S. 117, AND WITH
 EZ4545'ALUMINUM REF. TAG
 EZ4545'
 EZ4545'3.0 FT ESE TP 142 ON W SIDE OF U.S. 117, AND WITH
 EZ4545'ALUMINUM REF. TAG
 EZ4545'
 EZ4545'24.6 FT ENE OF 6 INCH PINE TREE ON W SIDE OF U.S. 117, AND
 EZ4545'WITH ALUMINUM REF. TAG
 EZ4545'
 EZ4545'18.9 FT ENE OF LOWER END OF ANCHOR CABLE FOR TP 142 ON
 EZ4545'W SIDE OF U.S. 117
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3155 ***********************************************************************
 FA3155  DESIGNATION -  BOWEN
 FA3155  PID         -  FA3155
 FA3155  STATE/COUNTY-  NC/GASTON
 FA3155  USGS QUAD   -  BELMONT (1997)
 FA3155
 FA3155                         *CURRENT SURVEY CONTROL
 FA3155  ___________________________________________________________________
 FA3155* NAD 83(2001)-  35 12 54.74577(N)    081 01 53.73917(W)     ADJUSTED  
 FA3155* NAVD 88     -       217.8    (meters)     715.     (feet)  VERTCON   
 FA3155  ___________________________________________________________________
 FA3155  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FA3155  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FA3155  HORZ ORDER  -  SECOND
 FA3155
 FA3155.The horizontal coordinates were established by classical geodetic methods
 FA3155.and adjusted by the National Geodetic Survey in August 2005.
 FA3155
 FA3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3155
 FA3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3155
 FA3155.The geoid height was determined by GEOID03.
 FA3155
 FA3155;                    North         East     Units Scale Factor Converg.
 FA3155;SPC NC       -   164,427.778   424,664.023   MT  0.99987279   -1 10 21.3
 FA3155;SPC NC       -   539,460.13  1,393,251.88   sFT  0.99987279   -1 10 21.3
 FA3155;UTM  17      - 3,896,909.602   497,124.544   MT  0.99960010   -0 01 05.6
 FA3155
 FA3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3155!SPC NC       -   0.99997065  x   0.99987279  =   0.99984344
 FA3155!UTM  17      -   0.99997065  x   0.99960010  =   0.99957076
 FA3155
 FA3155:                Primary Azimuth Mark                     Grid Az
 FA3155:SPC NC       -  STEWART                                  167 42 46.9
 FA3155:UTM  17      -  STEWART                                  166 33 31.2
 FA3155
 FA3155|---------------------------------------------------------------------|
 FA3155| PID    Reference Object                     Distance      Geod. Az  |
 FA3155|                                                           dddmmss.s |
 FA3155| FA3174 STEWART                             APPROX. 0.7 KM 1663225.6 |
 FA3155| FA3159 FINCHUM                             319.121 METERS 33946     |
 FA3155|---------------------------------------------------------------------|
 FA3155
 FA3155                          SUPERSEDED SURVEY CONTROL
 FA3155
 FA3155  NAD 83(1986)-  35 12 54.77032(N)    081 01 53.74440(W) AD(       ) 2
 FA3155  NAD 27      -  35 12 54.26231(N)    081 01 54.48172(W) AD(       ) 2
 FA3155  NGVD 29 (07/19/86)  218.0    (m)          715.     (f) VERT ANG    3  
 FA3155
 FA3155.Superseded values are not recommended for survey control.
 FA3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3155.See file dsdata.txt to determine how the superseded data were derived.
 FA3155
 FA3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9712596910(NAD 83)
 FA3155_MARKER: DE = TRAVERSE STATION DISK
 FA3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3155_STAMPING: BOWEN 1965
 FA3155_MARK LOGO: NCGS  
 FA3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3155+STABILITY: SURFACE MOTION
 FA3155
 FA3155  HISTORY     - Date     Condition        Report By
 FA3155  HISTORY     - 1965     MONUMENTED       NCGS
 FA3155  HISTORY     - 1948     MARK NOT FOUND   USPSQD
 FA3155  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA3155  HISTORY     - 19930427 MARK NOT FOUND   USPSQD
 FA3155  HISTORY     - 19971220 MARK NOT FOUND   USPSQD
 FA3155  HISTORY     - 19991124 MARK NOT FOUND   USPSQD
 FA3155  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3155
 FA3155                          STATION DESCRIPTION
 FA3155
 FA3155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA3155'BOWEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3155'THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3155'
 FA3155'BOWEN IS 9.4 MILES ESE OF GASTONIA AND 1.9 MILES S OF
 FA3155'BELMONT.  LOCATED 0.1 MILES S ALONG SR 2525 FROM SR 2574.  0.7 MILES
 FA3155'N ALONG SR 2525 FROM SR 2530.  ON E SIDE OF SR 2525.  IN FRONT OF
 FA3155'BOWEN HOUSE ACROSS THE ROAD FROM I. C. FORDS HOUSE.
 FA3155'
 FA3155'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3155'BOWEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3155'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3155'
 FA3155'MARK IS
 FA3155'
 FA3155'17.6 FT E OF C/L OF SR 2525
 FA3155'
 FA3155'19.7 FT SW OF PP 097 WITH ALUMINUM REF. TAG
 FA3155'
 FA3155'59.7 FT S OF 16 INCH OAK IN BOWENS YARD
 FA3155'
 FA3155'115.0 FT E OF SE CORNER OF I.C. FORDS HOUSE
 FA3155'
 FA3155'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3155
 FA3155                          STATION RECOVERY (1948)
 FA3155
 FA3155'RECOVERY NOTE BY US POWER SQUADRON 1948 (MLM)
 FA3155'BOWEN 1965 NOT FOUND.
 FA3155'
 FA3155'PP NO. 097 FOUND W/TAG - GRAVEL ROAD RUNS ACROSS AREA WHERE MARKER
 FA3155'SHOULD BE SWEPT AREA W/METAL DETECTOR W/O RESULTS.
 FA3155
 FA3155                          STATION RECOVERY (1990)
 FA3155
 FA3155'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDJ)
 FA3155'MARK NOT FOUND.
 FA3155
 FA3155                          STATION RECOVERY (1993)
 FA3155
 FA3155'RECOVERY NOTE BY US POWER SQUADRON 1993
 FA3155'MARK NOT FOUND.
 FA3155
 FA3155                          STATION RECOVERY (1997)
 FA3155
 FA3155'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3155'MARK NOT FOUND.
 FA3155
 FA3155                          STATION RECOVERY (1999)
 FA3155
 FA3155'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3155'MARK NOT FOUND.
 FA3155
 FA3155                          STATION RECOVERY (2001)
 FA3155
 FA3155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3155'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1685 ***********************************************************************
 FZ1685  DESIGNATION -  BOWEN
 FZ1685  PID         -  FZ1685
 FZ1685  STATE/COUNTY-  NC/YADKIN
 FZ1685  USGS QUAD   -  PINNACLE (1987)
 FZ1685
 FZ1685                         *CURRENT SURVEY CONTROL
 FZ1685  ___________________________________________________________________
 FZ1685* NAD 83(2001)-  36 15 17.32309(N)    080 28 35.84510(W)     ADJUSTED  
 FZ1685* NAVD 88     -       285.     (meters)     935.     (feet)  VERTCON   
 FZ1685  ___________________________________________________________________
 FZ1685  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 FZ1685  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 FZ1685  HORZ ORDER  -  SECOND
 FZ1685
 FZ1685.The horizontal coordinates were established by classical geodetic methods
 FZ1685.and adjusted by the National Geodetic Survey in August 2005.
 FZ1685
 FZ1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1685
 FZ1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1685
 FZ1685.The geoid height was determined by GEOID03.
 FZ1685
 FZ1685;                    North         East     Units Scale Factor Converg.
 FZ1685;SPC NC       -   278,861.729   476,894.477   MT  1.00002579   -0 51 08.1
 FZ1685;SPC NC       -   914,898.86  1,564,611.30   sFT  1.00002579   -0 51 08.1
 FZ1685;UTM  17      - 4,012,338.427   547,018.652   MT  0.99962724   +0 18 34.3
 FZ1685
 FZ1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1685!SPC NC       -   0.99996056  x   1.00002579  =   0.99998635
 FZ1685!UTM  17      -   0.99996056  x   0.99962724  =   0.99958781
 FZ1685
 FZ1685:                Primary Azimuth Mark                     Grid Az
 FZ1685:SPC NC       -  COON                                     200 00 43.5
 FZ1685:UTM  17      -  COON                                     198 51 01.1
 FZ1685
 FZ1685|---------------------------------------------------------------------|
 FZ1685| PID    Reference Object                     Distance      Geod. Az  |
 FZ1685|                                                           dddmmss.s |
 FZ1685| FZ1687 COON                                413.838 METERS 1990935.4 |
 FZ1685| FZ1683 ANN                                 248.491 METERS 33404     |
 FZ1685|---------------------------------------------------------------------|
 FZ1685
 FZ1685                          SUPERSEDED SURVEY CONTROL
 FZ1685
 FZ1685  NAD 83(1993)-  36 15 17.32930(N)    080 28 35.85513(W) AD(       ) 2
 FZ1685  NAD 83(1986)-  36 15 17.33169(N)    080 28 35.85414(W) AD(       ) 2
 FZ1685  NAD 27      -  36 15 16.82579(N)    080 28 36.65124(W) AD(       ) 2
 FZ1685  NGVD 29 (07/19/86)  285.     (m)          935.     (f) VERT ANG    3  
 FZ1685
 FZ1685.Superseded values are not recommended for survey control.
 FZ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1685.See file dsdata.txt to determine how the superseded data were derived.
 FZ1685
 FZ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4701912338(NAD 83)
 FZ1685_MARKER: DE = TRAVERSE STATION DISK
 FZ1685_SETTING: 0 = UNSPECIFIED SETTING
 FZ1685_STAMPING: BOWEN 1969
 FZ1685_MARK LOGO: NCGS  
 FZ1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1685
 FZ1685  HISTORY     - Date     Condition        Report By
 FZ1685  HISTORY     - 1969     MONUMENTED       NCGS
 FZ1685
 FZ1685                          STATION DESCRIPTION
 FZ1685
 FZ1685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ1685'BOWEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1685'IN THE VICINITY OF PILOT MOUNTAIN, NORTH CAROLINA.
 FZ1685'
 FZ1685'BOWEN IS LOCATED APPROXIMATELY 2.6 MILES SOUTHEAST OF SHOALS
 FZ1685'AND 3.3 MILES NORTHEAST OF EAST BEND.  TO REACH STATION
 FZ1685'PROCEED FROM THE INTERSECTION OF NC 67 BUS. AND SR 1550 (UNION
 FZ1685'HILL RD.) IN EAST BEND IN NORTHEAST YADKIN COUNTY.  GO NORTH ON
 FZ1685'SR 1550 FOR 1.8 MILES TO INTERSECTION OF SR 1550 AND SR 1552,
 FZ1685'CONTINUE ON SR 1552 FOR 0.6 MILE TO UNION HILL METHODIST
 FZ1685'CHURCH AND END OF PAVEMENT, CONTINUE ON SR 1552 (GRAVEL ROAD)
 FZ1685'FOR 1.0 MILE TO STATION ON LEFT, IN FIELD.
 FZ1685'
 FZ1685'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C.
 FZ1685'BRASS TRAVERSE DISK, STAMPED BOWEN 1969, SET IN THE TOP WHICH
 FZ1685'IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1685'
 FZ1685'MARK IS
 FZ1685'
 FZ1685'128.3 FT NW OF C/L OF SR 1552
 FZ1685'
 FZ1685'76.9 FT ENE OF C/L OF DIM ROAD
 FZ1685'
 FZ1685'100.4 FT SSW OF 10 INCH SHORTLEAF PINE WITH ALUMINUM REF. TAG
 FZ1685'
 FZ1685'106.8 FT ESE OF 16 INCH WHITE OAK WITH ALUMINUM REF. TAG
 FZ1685'
 FZ1685'112.8 FT SE OF 14 INCH SOUTHERN RED OAK WITH ALUMINUM REF. TAG
 FZ1685'
 FZ1685'105.5 FT SW OF 10 INCH YELLOW POPLAR WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1387 ***********************************************************************
 FW1387  DESIGNATION -  BOWEN
 FW1387  PID         -  FW1387
 FW1387  STATE/COUNTY-  NC/DARE
 FW1387  USGS QUAD   -  KITTY HAWK (1982)
 FW1387
 FW1387                         *CURRENT SURVEY CONTROL
 FW1387  ___________________________________________________________________
 FW1387* NAD 83(2001)-  36 06 14.01969(N)    075 42 48.98100(W)     ADJUSTED  
 FW1387* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 FW1387  ___________________________________________________________________
 FW1387  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 FW1387  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 FW1387  HORZ ORDER  -  SECOND
 FW1387
 FW1387.The horizontal coordinates were established by classical geodetic methods
 FW1387.and adjusted by the National Geodetic Survey in August 2005.
 FW1387
 FW1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1387
 FW1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1387
 FW1387.The geoid height was determined by GEOID03.
 FW1387
 FW1387;                    North         East     Units Scale Factor Converg.
 FW1387;SPC NC       -   266,026.323   905,466.433   MT  0.99998309   +1 53 48.5
 FW1387;SPC NC       -   872,788.03  2,970,684.46   sFT  0.99998309   +1 53 48.5
 FW1387;UTM  18      - 3,995,707.661   435,768.356   MT  0.99965083   -0 25 13.8
 FW1387
 FW1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1387!SPC NC       -   1.00000528  x   0.99998309  =   0.99998837
 FW1387!UTM  18      -   1.00000528  x   0.99965083  =   0.99965611
 FW1387
 FW1387:                Primary Azimuth Mark                     Grid Az
 FW1387:SPC NC       -  CROSS                                    160 32 32.1
 FW1387:UTM  18      -  CROSS                                    162 51 34.4
 FW1387
 FW1387|---------------------------------------------------------------------|
 FW1387| PID    Reference Object                     Distance      Geod. Az  |
 FW1387|                                                           dddmmss.s |
 FW1387| FW0054 CROSS                               408.475 METERS 1622620.6 |
 FW1387| FW1389 MARTIN                              APPROX. 1.0 KM 3323836.1 |
 FW1387|---------------------------------------------------------------------|
 FW1387
 FW1387                          SUPERSEDED SURVEY CONTROL
 FW1387
 FW1387  NAD 83(1993)-  36 06 14.03630(N)    075 42 48.99056(W) AD(       ) 2
 FW1387  NAD 83(1986)-  36 06 14.03861(N)    075 42 48.99333(W) AD(       ) 2
 FW1387  NAD 27      -  36 06 13.43527(N)    075 42 50.34460(W) AD(       ) 2
 FW1387  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG    3  
 FW1387
 FW1387.Superseded values are not recommended for survey control.
 FW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1387.See file dsdata.txt to determine how the superseded data were derived.
 FW1387
 FW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3576895708(NAD 83)
 FW1387_MARKER: DE = TRAVERSE STATION DISK
 FW1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1387_STAMPING: BOWEN 1974
 FW1387_MARK LOGO: NCGS  
 FW1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1387+STABILITY: SURFACE MOTION
 FW1387
 FW1387  HISTORY     - Date     Condition        Report By
 FW1387  HISTORY     - 1974     MONUMENTED       NCGS
 FW1387
 FW1387                          STATION DESCRIPTION
 FW1387
 FW1387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FW1387'BOWEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FW1387'THE VICINITY OF KITTY HAWK, NORTH CAROLINA.
 FW1387'
 FW1387'BOWEN IS LOCATED APPROXIMATELY IN THE COMMUNITY OF KITTY HAWK,
 FW1387'AND 6.7 MILES NNW OF THE WRIGHT MEMORIAL MONUMENT.  TO REACH
 FW1387'STATION FROM INTERSECTION OF U.S. 158 BYPASS, U.S. 158 BUSINESS AND
 FW1387'SR 1203 NORTH OF THE VILLAGE OF KITTY HAWK.  PROCEED NE ALONG SR
 FW1387'1203 FOR 0.20 MILE TO THE INTERSECTION WITH SR 1200 (ROAD TO
 FW1387'DUCK), THENCE NORTH ALONG SR 1200 FOR 0.05 MILE TO STATION ON THE
 FW1387'RIGHT ON TOP OF A SAND DUNE IN FRONT OF A TWO STORY WHITE BLOCK
 FW1387'COTTAGE (BOWEN RESIDENCE), AND 1.20 MILE SOUTH OF INTERSECTION
 FW1387'WITH SR 1202.
 FW1387'
 FW1387'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FW1387'BOWEN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FW1387'IS PROJECTING 2 INCHES ABOVE THE GROUND.
 FW1387'
 FW1387'MARK IS 85.0 FT ENE OF C/L OF SR 1200
 FW1387'
 FW1387'44.0 FT NNW OF C/L OF CONCRETE DRIVEWAY
 FW1387'
 FW1387'37.8 FT NW OF SERVICE POLE W/ALUMINUM REF. TAG
 FW1387'
 FW1387'57.2 FT NE OF PP W/ALUMINUM REF. TAG
 FW1387'
 FW1387'85.2 FT WNW OF SW CORNER OF BLOCK RETAINING WALL
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5666 ***********************************************************************
 EY5666  DESIGNATION -  BOWEN
 EY5666  PID         -  EY5666
 EY5666  STATE/COUNTY-  NC/WASHINGTON
 EY5666  USGS QUAD   -  HOKE (1978)
 EY5666
 EY5666                         *CURRENT SURVEY CONTROL
 EY5666  ___________________________________________________________________
 EY5666* NAD 83(2001)-  35 42 57.21198(N)    076 45 20.16832(W)     ADJUSTED  
 EY5666* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 EY5666  ___________________________________________________________________
 EY5666  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 EY5666  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 EY5666  HORZ ORDER  -  SECOND
 EY5666
 EY5666.The horizontal coordinates were established by classical geodetic methods
 EY5666.and adjusted by the National Geodetic Survey in August 2005.
 EY5666
 EY5666.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5666
 EY5666.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5666
 EY5666.The geoid height was determined by GEOID03.
 EY5666
 EY5666;                    North         East     Units Scale Factor Converg.
 EY5666;SPC NC       -   220,374.844   812,651.208   MT  0.99990532   +1 17 43.4
 EY5666;SPC NC       -   723,013.13  2,666,173.17   sFT  0.99990532   +1 17 43.4
 EY5666;UTM  18      - 3,953,858.015   341,198.170   MT  0.99991076   -1 01 30.3
 EY5666
 EY5666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5666!SPC NC       -   1.00000385  x   0.99990532  =   0.99990917
 EY5666!UTM  18      -   1.00000385  x   0.99991076  =   0.99991461
 EY5666
 EY5666                          SUPERSEDED SURVEY CONTROL
 EY5666
 EY5666  NAD 83(1986)-  35 42 57.22456(N)    076 45 20.17993(W) AD(       ) 2
 EY5666  NGVD 29 (12/10/90)   12.6    (m)           41.     (f) VERT ANG    3  
 EY5666
 EY5666.Superseded values are not recommended for survey control.
 EY5666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5666.See file dsdata.txt to determine how the superseded data were derived.
 EY5666
 EY5666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4119853858(NAD 83)
 EY5666_MARKER: DE = TRAVERSE STATION DISK
 EY5666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5666_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY5666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5666+STABILITY: SURFACE MOTION
 EY5666
 EY5666  HISTORY     - Date     Condition        Report By
 EY5666  HISTORY     - 1978     MONUMENTED       NCGS
 EY5666  HISTORY     - 1985     GOOD             USPSQD
 EY5666
 EY5666                          STATION DESCRIPTION
 EY5666
 EY5666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5666'THE STATION IS LOCATED APPROXIMATELY 6.6 MILES WEST OF WENONA AND
 EY5666'10.4 MILES SOUTH OF PLYMOUTH.
 EY5666'
 EY5666'TO REACH THE STATION FROM THE JUNCTION OF NC 99 WITH NC 32, 5.0 MILES
 EY5666'SOUTH OF PLYMOUTH, PROCEED SOUTHERLY ALONG NC 32 FOR 5.8 MILES TO
 EY5666'H. BOWENS TWO STORY WHITE FRAME HOUSE AND STATION ON THE LEFT, ON
 EY5666'PROLONGATION OF THE NORTHEAST SIDE OF A PORCH AND 0.85 MILES NORTHEAST
 EY5666'OF THE WASHINGTON-BEAUFORT COUNTY LINE.
 EY5666'
 EY5666'STATION MARK IS A STANDARD DISK STAMPED---BOWEN 1978---,SET IN THE TOP
 EY5666'OF A 9 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EY5666'SURFACE.  THE MARK IS 21.8 FEET SOUTHEAST OF THE CENTERLINE OF NC 32,
 EY5666'26.0 FEET SOUTHWEST OF THE CENTERLINE OF A DOUBLE DIRT DRIVEWAY,
 EY5666'138.8 FEET NORTH-NORTHWEST OF THE CENTER OF BOTTOM STEP TO THE FRONT
 EY5666'OF THE HOUSE, 55.6 FEET NORTH OF A 14 INCH PECAN WITH REFERENCE TAG,
 EY5666'68.3 FEET NORTH-NORTHEAST OF A 4 INCH CEDAR WITH REFERENCE TAG AND
 EY5666'120.0 FEET WEST-NORTHWEST OF A SERVICE POLE WITH REFERENCE TAG.
 EY5666
 EY5666                          STATION RECOVERY (1985)
 EY5666
 EY5666'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY5666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2965 ***********************************************************************
 EA2965  DESIGNATION -  BOWENS
 EA2965  PID         -  EA2965
 EA2965  STATE/COUNTY-  NC/PENDER
 EA2965  USGS QUAD   -  BURGAW (1988)
 EA2965
 EA2965                         *CURRENT SURVEY CONTROL
 EA2965  ___________________________________________________________________
 EA2965* NAD 83(2001)-  34 32 30.27597(N)    077 57 52.05720(W)     ADJUSTED  
 EA2965* NAVD 88     -        15.1    (meters)      50.     (feet)  VERTCON   
 EA2965  ___________________________________________________________________
 EA2965  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EA2965  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 EA2965  HORZ ORDER  -  SECOND
 EA2965
 EA2965.The horizontal coordinates were established by classical geodetic methods
 EA2965.and adjusted by the National Geodetic Survey in August 2005.
 EA2965
 EA2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2965
 EA2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2965
 EA2965.The geoid height was determined by GEOID03.
 EA2965
 EA2965;                    North         East     Units Scale Factor Converg.
 EA2965;SPC NC       -    88,325.624   704,651.144   MT  0.99994880   +0 35 51.7
 EA2965;SPC NC       -   289,781.65  2,311,842.96   sFT  0.99994880   +0 35 51.7
 EA2965;UTM  18      - 3,826,218.775   227,944.964   MT  1.00051239   -1 40 54.8
 EA2965;UTM  17      - 3,826,412.679   778,580.311   MT  1.00055669   +1 43 20.2
 EA2965
 EA2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2965!SPC NC       -   1.00000333  x   0.99994880  =   0.99995213
 EA2965!UTM  18      -   1.00000333  x   1.00051239  =   1.00051573
 EA2965!UTM  17      -   1.00000333  x   1.00055669  =   1.00056003
 EA2965
 EA2965:                Primary Azimuth Mark                     Grid Az
 EA2965:SPC NC       -  LENNON                                   237 35 08.8
 EA2965:UTM  18      -  LENNON                                   239 51 55.3
 EA2965:UTM  17      -  LENNON                                   236 27 40.3
 EA2965
 EA2965|---------------------------------------------------------------------|
 EA2965| PID    Reference Object                     Distance      Geod. Az  |
 EA2965|                                                           dddmmss.s |
 EA2965| EA2964 LENNON                              APPROX. 0.6 KM 2381100.5 |
 EA2965|---------------------------------------------------------------------|
 EA2965
 EA2965                          SUPERSEDED SURVEY CONTROL
 EA2965
 EA2965  NAD 83(1986)-  34 32 30.28144(N)    077 57 52.07434(W) AD(       ) 2
 EA2965  NAD 27      -  34 32 29.68539(N)    077 57 53.10640(W) AD(       ) 2
 EA2965  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG    3  
 EA2965
 EA2965.Superseded values are not recommended for survey control.
 EA2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2965.See file dsdata.txt to determine how the superseded data were derived.
 EA2965
 EA2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2794526219(NAD 83)
 EA2965_MARKER: DE = TRAVERSE STATION DISK
 EA2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2965_STAMPING: BOWENS 1973
 EA2965_MARK LOGO: NCGS  
 EA2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2965+STABILITY: SURFACE MOTION
 EA2965
 EA2965  HISTORY     - Date     Condition        Report By
 EA2965  HISTORY     - 1973     MONUMENTED       NCGS
 EA2965
 EA2965                          STATION DESCRIPTION
 EA2965
 EA2965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA2965'BOWENS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2965'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA2965'
 EA2965'BOWENS IS LOCATED APPROXIMATELY 02.3 MILES WSW OF BURGAW, AND 11.8
 EA2965'MILES EAST OF ATKINSON.  TO REACH THE STATION FROM THE INTERSECTION
 EA2965'OF NC 53 (WILMINGTON STREET) WITH SEABOARD COASTLINE R/R IN
 EA2965'BURGAW.  PROCEED WEST ALONG NC 53 FOR 2.1 MILES TO STATION ON THE
 EA2965'RIGHT, 0.1 MILES EAST OF INTERSECTION WITH SR 1343, AND ON THE
 EA2965'PROJECTION OF THE C/L OF NC 53 FROM EAST.
 EA2965'
 EA2965'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOWENS
 EA2965'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EA2965'FLUSH WITH THE SURFACE OF THE GROUND.
 EA2965'
 EA2965'MARK IS
 EA2965'28.8 FEET NNW OF C/L OF NC 53.
 EA2965'2.5 FEET SSE OF PP NO. 421 W/ALUMINUM REF. TAG.
 EA2965'103.7 FEET NNW OF 20 INCHES GUM W/ALUMINUM REF. TAG.
 EA2965'80.2 FEET NW OF 24 INCHES PINE W/ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9131 ***********************************************************************
 AF9131  DESIGNATION -  BOWENT
 AF9131  PID         -  AF9131
 AF9131  STATE/COUNTY-  NC/BEAUFORT
 AF9131  USGS QUAD   -  HOKE (1978)
 AF9131
 AF9131                         *CURRENT SURVEY CONTROL
 AF9131  ___________________________________________________________________
 AF9131* NAD 83(2001)-  35 41 23.34153(N)    076 46 23.64303(W)     ADJUSTED  
 AF9131* NAVD 88     -        12.3    (meters)      40.     (feet)  VERT ANG  
 AF9131  ___________________________________________________________________
 AF9131  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AF9131  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 AF9131  HORZ ORDER  -  SECOND
 AF9131
 AF9131.The horizontal coordinates were established by classical geodetic methods
 AF9131.and adjusted by the National Geodetic Survey in August 2005.
 AF9131
 AF9131.The orthometric height was determined by vertical angle observations.
 AF9131
 AF9131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9131
 AF9131.The geoid height was determined by GEOID03.
 AF9131
 AF9131;                    North         East     Units Scale Factor Converg.
 AF9131;SPC NC       -   217,446.801   811,121.212   MT  0.99990174   +1 17 06.8
 AF9131;SPC NC       -   713,406.71  2,661,153.51   sFT  0.99990174   +1 17 06.8
 AF9131;UTM  18      - 3,950,994.284   339,550.872   MT  0.99991724   -1 02 05.0
 AF9131
 AF9131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9131!SPC NC       -   1.00000384  x   0.99990174  =   0.99990558
 AF9131!UTM  18      -   1.00000384  x   0.99991724  =   0.99992108
 AF9131
 AF9131                          SUPERSEDED SURVEY CONTROL
 AF9131
 AF9131  NAD 83(1986)-  35 41 23.35397(N)    076 46 23.65378(W) AD(       ) 2
 AF9131
 AF9131.Superseded values are not recommended for survey control.
 AF9131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9131.See file dsdata.txt to determine how the superseded data were derived.
 AF9131
 AF9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3955150994(NAD 83)
 AF9131_MARKER: DE = TRAVERSE STATION DISK
 AF9131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9131_STAMPING: BOWENT 1983
 AF9131_MARK LOGO: NCGS  
 AF9131_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9131+STABILITY: SURFACE MOTION
 AF9131
 AF9131  HISTORY     - Date     Condition        Report By
 AF9131  HISTORY     - 1983     MONUMENTED       NCGS
 AF9131
 AF9131                          STATION DESCRIPTION
 AF9131
 AF9131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AF9131'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) NORTHEAST OF PINETOWN AND
 AF9131'30.3 KM (18.80 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 12.9
 AF9131'KM (8.00 MI) SOUTH FROM NC 45 AND NC 99, OR 0.6 KM (0.35 MI) SOUTH
 AF9131'FROM THE LONG ACRE CHAPEL CHURCH, IN THE LEFT SHOULDER, NEAR THE
 AF9131'1-STORY D.B. BOWEN RESIDENCE. MARK IS RECESSED 4 INCHES BELOW GROUND.
 AF9131'LOCATED 5.6 M (18.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AF9131'25.4 M (83.3 FT) NORTHEAST OF THE CENTERLINE OF A DIRT DRIVE, 24.0 M
 AF9131'(78.7 FT) SOUTHWEST OF A 24-INCH PECAN, 17.6 M (57.7 FT) SOUTHWEST OF
 AF9131'THE SOUTHEAST END OF A DRIVEWAY CULVERT ON THE EAST SIDE OF NC 32,
 AF9131'32.4 M (106.3 FT) WEST OF THE NORTHWEST CORNER OF A 1-STORY FRAME
 AF9131'RESIDENCE--AND 23.7 M (77.8 FT) NORTHWEST OF A POWER POLE, 32.0 M
 AF9131'(105.0 FT) NORTHEAST OF A POWER POLE WITH A PEDESTAL--BOTH WITH
 AF9131'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1236 ***********************************************************************
 FA1236  DESIGNATION -  BOWERS
 FA1236  PID         -  FA1236
 FA1236  STATE/COUNTY-  NC/STANLY
 FA1236  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA1236
 FA1236                         *CURRENT SURVEY CONTROL
 FA1236  ___________________________________________________________________
 FA1236* NAD 83(2001)-  35 13 49.08809(N)    080 07 10.90878(W)     ADJUSTED  
 FA1236* NAVD 88     -       122.473  (meters)     401.81   (feet)  ADJUSTED  
 FA1236  ___________________________________________________________________
 FA1236  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 FA1236  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 FA1236  DYNAMIC HT  -         122.364 (meters)     401.46  (feet)  COMP
 FA1236  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 FA1236
 FA1236  HORZ ORDER  -  SECOND
 FA1236  VERT ORDER  -  SECOND    CLASS II
 FA1236
 FA1236.The horizontal coordinates were established by classical geodetic methods
 FA1236.and adjusted by the National Geodetic Survey in August 2005.
 FA1236
 FA1236.The orthometric height was determined by differential leveling
 FA1236.and adjusted in June 1991.
 FA1236
 FA1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1236
 FA1236.The geoid height was determined by GEOID03.
 FA1236
 FA1236.The dynamic height is computed by dividing the NAVD 88
 FA1236.geopotential number by the normal gravity value computed on the
 FA1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1236.degrees latitude (g = 980.6199 gals.).
 FA1236
 FA1236.The modeled gravity was interpolated from observed gravity values.
 FA1236
 FA1236;                    North         East     Units Scale Factor Converg.
 FA1236;SPC NC       -   164,784.578   507,688.498   MT  0.99987266   -0 38 46.5
 FA1236;SPC NC       -   540,630.74  1,665,641.35   sFT  0.99987266   -0 38 46.5
 FA1236;UTM  17      - 3,898,938.196   580,104.460   MT  0.99967908   +0 30 28.2
 FA1236
 FA1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1236!SPC NC       -   0.99998556  x   0.99987266  =   0.99985822
 FA1236!UTM  17      -   0.99998556  x   0.99967908  =   0.99966464
 FA1236
 FA1236|---------------------------------------------------------------------|
 FA1236| PID    Reference Object                     Distance      Geod. Az  |
 FA1236|                                                           dddmmss.s |
 FA1236| FA1237 BLACKWELDER                         301.110 METERS 16523     |
 FA1236| FA1235 LAUNDRY                             435.596 METERS 3392915.3 |
 FA1236|---------------------------------------------------------------------|
 FA1236
 FA1236                          SUPERSEDED SURVEY CONTROL
 FA1236
 FA1236  NAD 83(1986)-  35 13 49.10115(N)    080 07 10.92256(W) AD(       ) 2
 FA1236  NAD 27      -  35 13 48.57690(N)    080 07 11.71401(W) AD(       ) 2
 FA1236  NGVD 29 (??/??/92)  122.723  (m)          402.63   (f) ADJ UNCH    2 2
 FA1236
 FA1236.Superseded values are not recommended for survey control.
 FA1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1236.See file dsdata.txt to determine how the superseded data were derived.
 FA1236
 FA1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8010498938(NAD 83)
 FA1236_MARKER: DD = SURVEY DISK
 FA1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1236_STAMPING: BOWERS 1974
 FA1236
 FA1236  HISTORY     - Date     Condition        Report By
 FA1236  HISTORY     - UNK      MONUMENTED
 FA1236  HISTORY     - 1974     GOOD             NCGS
 FA1236  HISTORY     - 19950109 GOOD             USPSQD
 FA1236
 FA1236                          STATION DESCRIPTION
 FA1236
 FA1236'DESCRIBED UNK
 FA1236'IN NORWOOD.
 FA1236'TO REACH STATION FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR
 FA1236'1932 (ANSON AVENUE) WITH US 52 IN THE CENTER OF NORWOOD, PROCEED NORTH
 FA1236'ALONG SR 1740 FOR 0.35 MILE TO STATION ON THE RIGHT BETWEEN THE CURB
 FA1236'AND THE SIDEWALK, AND IN FRONT OF A ONE STORY BRICK HOUSE (BOWERS
 FA1236'RESIDENCE), AND 0.1 MILE SOUTH OF INTERSECTION WITH STORY STREET. 15.7
 FA1236'FT. ENE OF C/L OF SR 1740, 61.5 FT. WNW OF SW CORNER OF BOWERS
 FA1236'RESIDENCE, 65.7 FT. SE OF TOP OF FIRE HYDRANT, 32.0 FT. NNW OF NORTH
 FA1236'END OF STONE WALL, 81.8 FT. NNE OF TP WITH ALUMINUM REF. TAG, AND 74.4
 FA1236'FT. SSE OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG.  DISK IS SET IN
 FA1236'TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 FA1236
 FA1236                          STATION RECOVERY (1974)
 FA1236
 FA1236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1236'BOWERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1236'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1236'
 FA1236'BOWERS IS LOCATED IN NORTH SECTION OF NORWOOD.  TO REACH STATION
 FA1236'FROM INTERSECTION OF SR 1740 (PEE DEE AVENUE) AND SR 1932 (ANSON
 FA1236'AVENUE) WITH U.S. 52 IN THE CENTER OF NORWOOD, PROCEED NORTH ALONG
 FA1236'SR 1740 FOR 0.35 MILE TO STATION ON THE RIGHT BETWEEN THE CURB AND
 FA1236'THE SIDEWALK, AND IN FRONT OF A ONE STORY BRICK HOUSE (BOWERS
 FA1236'RESIDENCE), AND 0.1 MILE SOUTH OF INTERSECTION WITH STORY
 FA1236'STREET.
 FA1236'
 FA1236'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1236'BOWERS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1236'WHICH IS FLUSH WITH THE GROUND.
 FA1236'
 FA1236'MARK IS 15.7 FT ENE OF C/L OF SR 1740
 FA1236'
 FA1236'61.5 FT WNW OF SW CORNER OF BOWERS RESIDENCE
 FA1236'
 FA1236'65.7 FT SE OF TOP OF FIRE HYDRANT
 FA1236'
 FA1236'32.0 FT NNW OF NORTH END OF STONE WALL
 FA1236'
 FA1236'81.8 FT NNE OF TP WITH ALUMINUM REF. TAG
 FA1236'
 FA1236'74.4 FT SSE OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA1236
 FA1236                          STATION RECOVERY (1995)
 FA1236
 FA1236'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0228 ***********************************************************************
 FZ0228  DESIGNATION -  BOWERS
 FZ0228  PID         -  FZ0228
 FZ0228  STATE/COUNTY-  NC/FORSYTH
 FZ0228  USGS QUAD   -  CLEMMONS (1994)
 FZ0228
 FZ0228                         *CURRENT SURVEY CONTROL
 FZ0228  ___________________________________________________________________
 FZ0228* NAD 83(2001)-  36 07 07.16451(N)    080 24 12.46850(W)     ADJUSTED  
 FZ0228* NAVD 88     -       273.395  (meters)     896.96   (feet)  ADJUSTED  
 FZ0228  ___________________________________________________________________
 FZ0228  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 FZ0228  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FZ0228  DYNAMIC HT  -         273.142 (meters)     896.13  (feet)  COMP
 FZ0228  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 FZ0228
 FZ0228  HORZ ORDER  -  SECOND
 FZ0228  VERT ORDER  -  SECOND    CLASS 0
 FZ0228
 FZ0228.The horizontal coordinates were established by classical geodetic methods
 FZ0228.and adjusted by the National Geodetic Survey in August 2005.
 FZ0228
 FZ0228.The orthometric height was determined by differential leveling
 FZ0228.and adjusted in June 1991.
 FZ0228
 FZ0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0228
 FZ0228.The geoid height was determined by GEOID03.
 FZ0228
 FZ0228.The dynamic height is computed by dividing the NAVD 88
 FZ0228.geopotential number by the normal gravity value computed on the
 FZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0228.degrees latitude (g = 980.6199 gals.).
 FZ0228
 FZ0228.The modeled gravity was interpolated from observed gravity values.
 FZ0228
 FZ0228;                    North         East     Units Scale Factor Converg.
 FZ0228;SPC NC       -   263,659.658   483,255.469   MT  0.99998695   -0 48 36.1
 FZ0228;SPC NC       -   865,023.39  1,585,480.65   sFT  0.99998695   -0 48 36.1
 FZ0228;UTM  17      - 3,997,274.096   553,684.061   MT  0.99963551   +0 21 05.9
 FZ0228
 FZ0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0228!SPC NC       -   0.99996229  x   0.99998695  =   0.99994924
 FZ0228!UTM  17      -   0.99996229  x   0.99963551  =   0.99959781
 FZ0228
 FZ0228:                Primary Azimuth Mark                     Grid Az
 FZ0228:SPC NC       -  MARSHALL                                 181 11 05.6
 FZ0228:UTM  17      -  MARSHALL                                 180 01 23.6
 FZ0228
 FZ0228|---------------------------------------------------------------------|
 FZ0228| PID    Reference Object                     Distance      Geod. Az  |
 FZ0228|                                                           dddmmss.s |
 FZ0228| FZ0227 MARSHALL                            415.940 METERS 1802229.5 |
 FZ0228|---------------------------------------------------------------------|
 FZ0228
 FZ0228                          SUPERSEDED SURVEY CONTROL
 FZ0228
 FZ0228  NAD 83(1993)-  36 07 07.17121(N)    080 24 12.47558(W) AD(       ) 2
 FZ0228  NAD 83(1986)-  36 07 07.17145(N)    080 24 12.47586(W) AD(       ) 2
 FZ0228  NAD 27      -  36 07 06.67545(N)    080 24 13.28344(W) AD(       ) 2
 FZ0228  NGVD 29 (??/??/92)  273.589  (m)          897.60   (f) ADJ UNCH    2 0
 FZ0228
 FZ0228.Superseded values are not recommended for survey control.
 FZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0228.See file dsdata.txt to determine how the superseded data were derived.
 FZ0228
 FZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5368497274(NAD 83)
 FZ0228_MARKER: DE = TRAVERSE STATION DISK
 FZ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0228_STAMPING: BOWERS 1970
 FZ0228_MARK LOGO: NCGS  
 FZ0228_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0228+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 FZ0228
 FZ0228  HISTORY     - Date     Condition        Report By
 FZ0228  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0228  HISTORY     - 1972     GOOD             NCGS
 FZ0228  HISTORY     - 19920808 GOOD             USPSQD
 FZ0228  HISTORY     - 19970405 GOOD             USPSQD
 FZ0228  HISTORY     - 20020520 GOOD             NCGS
 FZ0228  HISTORY     - 20061103 GOOD             USPSQD
 FZ0228
 FZ0228                          STATION DESCRIPTION
 FZ0228
 FZ0228'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0228'BOWERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ0228'THE VICINITY OF LEWISVILLE, NORTH CAROLINA.
 FZ0228'
 FZ0228'BOWERS IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF LEWISVILLE
 FZ0228'AND 1.2 MILES SOUTH OF VIENNA.  TO REACH STATION PROCEED FROM THE
 FZ0228'INTERSECTION OF SR 1001 AND SR 1308 IN LEWISVILLE, GO NORTH ON
 FZ0228'SR 1308 FOR 1.6 MILES TO INTERSECTION OF SR 1308 AND SR 1315
 FZ0228'(DEXTER DRIVE), CONTINUE NORTH ON SR 1308 FOR 0.15 MILE TO
 FZ0228'STATION ON RIGHT, ON NORTH SIDE OF DIM ROAD TO SHED, AND 0.35
 FZ0228'MILE SOUTH OF INTERSECTION OF SR 1308 AND SR 1314 (ROBINHOOD
 FZ0228'RD.).
 FZ0228'
 FZ0228'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0228'BOWERS 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0228'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ0228'
 FZ0228'MARK IS
 FZ0228'22.5 FEET E OF C/L OF SR 1308.
 FZ0228'12.9 FEET N OF CENTER OF LANE.
 FZ0228'9.1 FEET NE OF TOP OF N END OF 12 INCH CONCRETE CULVERT.
 FZ0228'23.5 FEET NNE OF TOP OF S END OF 12 INCH CONCRETE CULVERT.
 FZ0228'52.7 FEET E OF ALUMINUM REF. TAG ON PP NO. 61.
 FZ0228
 FZ0228                          STATION RECOVERY (1972)
 FZ0228
 FZ0228'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0228'1.7 MI NNE FROM LEWISVILLE.
 FZ0228'STATION IS LOCATED APPROXIMATELY 9.0 MILES WEST OF DOWNTOWN
 FZ0228'WINSTON-SALEM.  TO REACH STATION FROM THE INTERSECTION OF SR
 FZ0228'1314 (ROBINHOOD ROAD) AND SR 1308 (LEWISVILLE-VIENNA ROAD),
 FZ0228'PROCEED SOUTH ALONG SR 1308 FOR 0.35 MILE TO STATION ON THE
 FZ0228'LEFT, 01.75 MILE NE OF SR 1001 (SHALLOWFORD ROAD) IN LEWISVILLE,
 FZ0228'22.5 FEET EAST OF C/L OF SR 1308, 12.9 FEET NORTH OF C/L OF
 FZ0228'LANE LEADING TO A SHED, 09.1 FEET NE OF NORTH END OF CONCRETE
 FZ0228'CULVERT UNDER LANE, 27.9 FEET NNW OF PROPERTY CORNER, 52.7
 FZ0228'FEET EAST OF PP 61 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH
 FZ0228'WITH THE GROUND.
 FZ0228
 FZ0228                          STATION RECOVERY (1992)
 FZ0228
 FZ0228'RECOVERY NOTE BY US POWER SQUADRON 1992 (PGH)
 FZ0228'RECOVERED IN GOOD CONDITION.
 FZ0228
 FZ0228                          STATION RECOVERY (1997)
 FZ0228
 FZ0228'RECOVERY NOTE BY US POWER SQUADRON 1997
 FZ0228'RECOVERED IN GOOD CONDITION.
 FZ0228
 FZ0228                          STATION RECOVERY (2002)
 FZ0228
 FZ0228'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (TRW)
 FZ0228'RECOVERED AS DESCRIBED.
 FZ0228
 FZ0228                          STATION RECOVERY (2006)
 FZ0228
 FZ0228'RECOVERY NOTE BY US POWER SQUADRON 2006 (MC)
 FZ0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5626 ***********************************************************************
 AE5626  DESIGNATION -  BOWERS
 AE5626  PID         -  AE5626
 AE5626  STATE/COUNTY-  NC/SWAIN
 AE5626  USGS QUAD   -  ALARKA (1940)
 AE5626
 AE5626                         *CURRENT SURVEY CONTROL
 AE5626  ___________________________________________________________________
 AE5626* NAD 83(2007)-  35 20 44.48479(N)    083 25 28.08225(W)     ADJUSTED  
 AE5626* NAVD 88     -       745.3    (meters)    2445.     (feet)  VERTCON   
 AE5626  ___________________________________________________________________
 AE5626  EPOCH DATE  -        2002.00
 AE5626  X           -     596,488.601 (meters)                     COMP
 AE5626  Y           -  -5,174,653.440 (meters)                     COMP
 AE5626  Z           -   3,669,631.285 (meters)                     COMP
 AE5626  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AE5626  ELLIP HEIGHT-         716.796 (meters)          (02/10/07) ADJUSTED
 AE5626  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AE5626
 AE5626  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5626  Type    PID    Designation                      North   East  Ellip
 AE5626  -------------------------------------------------------------------
 AE5626  NETWORK AE5626 BOWERS                            0.37   0.29   0.88
 AE5626  -------------------------------------------------------------------
 AE5626
 AE5626.The horizontal coordinates were established by GPS observations
 AE5626.and adjusted by the National Geodetic Survey in February 2007.
 AE5626
 AE5626.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5626.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5626.The horizontal coordinates are valid at the epoch date displayed above.
 AE5626.The epoch date for horizontal control is a decimal equivalence
 AE5626.of Year/Month/Day.
 AE5626
 AE5626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5626
 AE5626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5626
 AE5626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5626
 AE5626.The ellipsoidal height was determined by GPS observations
 AE5626.and is referenced to NAD 83.
 AE5626
 AE5626.The geoid height was determined by GEOID03.
 AE5626
 AE5626;                    North         East     Units Scale Factor Converg.
 AE5626;SPC NC       -   185,970.318   207,589.553   MT  0.99987393   -2 33 13.2
 AE5626;SPC NC       -   610,137.62    681,066.73   sFT  0.99987393   -2 33 13.2
 AE5626;UTM  17      - 3,914,077.554   279,675.895   MT  1.00019826   -1 24 11.3
 AE5626
 AE5626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5626!SPC NC       -   0.99988750  x   0.99987393  =   0.99976145
 AE5626!UTM  17      -   0.99988750  x   1.00019826  =   1.00008574
 AE5626
 AE5626                          SUPERSEDED SURVEY CONTROL
 AE5626
 AE5626  NAD 83(2001)-  35 20 44.48469(N)    083 25 28.08254(W) AD(       ) 1
 AE5626  ELLIP H (03/13/03)  716.794  (m)                       GP(       ) 4 2
 AE5626  NAD 83(1995)-  35 20 44.48479(N)    083 25 28.08230(W) AD(       ) 1
 AE5626  NAD 83(1986)-  35 20 44.49130(N)    083 25 28.09156(W) AD(       ) 1
 AE5626  NGVD 29 (02/10/98)  745.3    (m)         2445.     (f) VERT ANG    3  
 AE5626
 AE5626.Superseded values are not recommended for survey control.
 AE5626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5626.See file dsdata.txt to determine how the superseded data were derived.
 AE5626
 AE5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7967614078(NAD 83)
 AE5626_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5626_STAMPING: BOWERS 1994
 AE5626_MARK LOGO: NCGS  
 AE5626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5626+STABILITY: SURFACE MOTION
 AE5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5626+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE5626
 AE5626  HISTORY     - Date     Condition        Report By
 AE5626  HISTORY     - 1994     MONUMENTED       NCGS
 AE5626
 AE5626                          STATION DESCRIPTION
 AE5626
 AE5626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5626'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF BRYSON CITY AND 1.2
 AE5626'MI (1.9 KM) EAST-SOUTHEAST OF ALARKA. PROCEED ALONG US 19-74 FOR 3.2
 AE5626'MI (5.1 KM) NORTHEAST FROM THE BRIDGE OVER THE LITTLE TENNESSEE RIVER,
 AE5626'THENCE SOUTHEAST FOR 5.6 MI (9.0 KM)  ALONG SR 1140 (ALARKA ROAD) TO
 AE5626'STATION NEAR FENCE, OR 0.45 MI (0.72 KM) SOUTHEAST OF SR 1135. MARK IS
 AE5626'ABOUT LEVEL WITH ROAD AND IS RECESSED 6 INCHES BELOW GROUND. LOCATED
 AE5626'16.5 FT (5.0 M) SOUTH OF THE CENTERLINE OF SR 1137, 139.0 FT (42.4 M)
 AE5626'WEST-SOUTHWEST OF INTERSECTION OF DRIVE (ACROSS ROAD), 173.7 FT (52.9
 AE5626'M) EAST OF THE CENTER OF A GATE TO FIELD--AND 15.4 FT (4.7 M)
 AE5626'EAST-NORTHEAST OF A PEDESTAL AND POWER POLE, 7.3 FT (2.2 M) NORTH OF A
 AE5626'FENCE POST, 22.6 FT (6.9 M) WEST OF A FENCE POST--ALL WITH REFERENCE
 AE5626'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6595 ***********************************************************************
 AH6595  DESIGNATION -  BOWERS
 AH6595  PID         -  AH6595
 AH6595  STATE/COUNTY-  NC/DAVIDSON
 AH6595  USGS QUAD   -  LEXINGTON EAST (1994)
 AH6595
 AH6595                         *CURRENT SURVEY CONTROL
 AH6595  ___________________________________________________________________
 AH6595* NAD 83(2001)-  35 46 47.05841(N)    080 11 45.95112(W)     ADJUSTED  
 AH6595* NAVD 88     -       234.2    (meters)     768.     (feet)  VERT ANG  
 AH6595  ___________________________________________________________________
 AH6595  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 AH6595  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AH6595  HORZ ORDER  -  SECOND
 AH6595
 AH6595.The horizontal coordinates were established by classical geodetic methods
 AH6595.and adjusted by the National Geodetic Survey in August 2005.
 AH6595
 AH6595.The orthometric height was determined by vertical angle observations.
 AH6595
 AH6595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6595
 AH6595.The geoid height was determined by GEOID03.
 AH6595
 AH6595;                    North         East     Units Scale Factor Converg.
 AH6595;SPC NC       -   225,814.190   501,469.378   MT  0.99991495   -0 41 25.3
 AH6595;SPC NC       -   740,858.72  1,645,237.45   sFT  0.99991495   -0 41 25.3
 AH6595;UTM  17      - 3,959,816.698   572,655.519   MT  0.99966505   +0 28 12.1
 AH6595
 AH6595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6595!SPC NC       -   0.99996810  x   0.99991495  =   0.99988305
 AH6595!UTM  17      -   0.99996810  x   0.99966505  =   0.99963316
 AH6595
 AH6595                          SUPERSEDED SURVEY CONTROL
 AH6595
 AH6595  NAD 83(1986)-  35 46 47.06573(N)    080 11 45.95820(W) AD(       ) 2
 AH6595
 AH6595.Superseded values are not recommended for survey control.
 AH6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6595.See file dsdata.txt to determine how the superseded data were derived.
 AH6595
 AH6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7265659817(NAD 83)
 AH6595_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6595_STAMPING: BOWERS 1987
 AH6595_MARK LOGO: NCGS  
 AH6595_PROJECTION: FLUSH
 AH6595_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6595+STABILITY: SURFACE MOTION
 AH6595
 AH6595  HISTORY     - Date     Condition        Report By
 AH6595  HISTORY     - 1987     MONUMENTED       NCGS
 AH6595
 AH6595                          STATION DESCRIPTION
 AH6595
 AH6595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6595'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-SOUTHEAST OF LEXINGTON.
 AH6595'ALONG SR 2205 (OLD US 64) FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE I-85
 AH6595'UNDERPASS, OR 0.15 MI (0.24 KM) NORTHWEST OF SR 2227 (NEW BOWERS
 AH6595'ROAD), BETWEEN DITCH AND FENCE, AND ACROSS HIGHWAY FROM A 1 1/2 STORY
 AH6595'WHITE FRAME HOUSE. MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.
 AH6595'LOCATED 26.2 FT (8.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 AH6595'109.0 FT (33.2 M) NORTHWEST OF CENTERLINE INTERSECTION OF DRIVEWAY
 AH6595'WITH HIGHWAY, 103.8 FT (31.6 M) WEST-NORTHWEST OF TELEPHONE PEDESTAL
 AH6595'(19) , 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF FENCE--AND 27.3 FT (8.3 M)
 AH6595'WEST OF POWER POLE (12) WITH TRANSFORMER, 21.7 FT (6.6 M) SOUTHEAST OF
 AH6595'FENCE POST, 185.4 FT (56.5 M) EAST OF POWER POLE--ALL THREE WITH
 AH6595'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5270 ***********************************************************************
 AI5270  DESIGNATION -  BOWERS
 AI5270  PID         -  AI5270
 AI5270  STATE/COUNTY-  NC/HALIFAX
 AI5270  USGS QUAD   -  AURELIAN SPRINGS (1973)
 AI5270
 AI5270                         *CURRENT SURVEY CONTROL
 AI5270  ___________________________________________________________________
 AI5270* NAD 83(2007)-  36 19 26.35544(N)    077 51 17.91516(W)     ADJUSTED  
 AI5270* NAVD 88     -        57.20   (meters)     187.7    (feet)  LEVELING  
 AI5270  ___________________________________________________________________
 AI5270  EPOCH DATE  -        2002.00
 AI5270  X           -   1,082,399.139 (meters)                     COMP
 AI5270  Y           -  -5,029,654.259 (meters)                     COMP
 AI5270  Z           -   3,757,229.846 (meters)                     COMP
 AI5270  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AI5270  ELLIP HEIGHT-          23.048 (meters)          (02/10/07) ADJUSTED
 AI5270  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AI5270
 AI5270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5270  Type    PID    Designation                      North   East  Ellip
 AI5270  -------------------------------------------------------------------
 AI5270  NETWORK AI5270 BOWERS                            0.55   0.51   1.35
 AI5270  -------------------------------------------------------------------
 AI5270  VERT ORDER  -  THIRD
 AI5270
 AI5270.The horizontal coordinates were established by GPS observations
 AI5270.and adjusted by the National Geodetic Survey in February 2007.
 AI5270
 AI5270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5270.The horizontal coordinates are valid at the epoch date displayed above.
 AI5270.The epoch date for horizontal control is a decimal equivalence
 AI5270.of Year/Month/Day.
 AI5270
 AI5270.The orthometric height was determined by differential leveling.
 AI5270.The vertical network tie was performed by a horz. field party for horz.
 AI5270.obs reductions. Reset procedures were used to establish the elevation.
 AI5270
 AI5270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5270
 AI5270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5270
 AI5270.The ellipsoidal height was determined by GPS observations
 AI5270.and is referenced to NAD 83.
 AI5270
 AI5270.The geoid height was determined by GEOID03.
 AI5270
 AI5270;                    North         East     Units Scale Factor Converg.
 AI5270;SPC NC       -   286,144.013   712,419.459   MT  1.00004771   +0 39 39.1
 AI5270;SPC NC       -   938,790.82  2,337,329.51   sFT  1.00004771   +0 39 39.1
 AI5270;UTM  18      - 4,023,668.507   243,712.463   MT  1.00040936   -1 41 31.4
 AI5270
 AI5270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5270!SPC NC       -   0.99999638  x   1.00004771  =   1.00004409
 AI5270!UTM  18      -   0.99999638  x   1.00040936  =   1.00040574
 AI5270
 AI5270                          SUPERSEDED SURVEY CONTROL
 AI5270
 AI5270  NAD 83(2001)-  36 19 26.35615(N)    077 51 17.91516(W) AD(       ) 1
 AI5270  ELLIP H (03/13/03)   23.040  (m)                       GP(       ) 4 2
 AI5270  NAD 83(1986)-  36 19 26.35968(N)    077 51 17.92469(W) AD(       ) 1
 AI5270
 AI5270.Superseded values are not recommended for survey control.
 AI5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5270.See file dsdata.txt to determine how the superseded data were derived.
 AI5270
 AI5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4371223669(NAD 83)
 AI5270_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5270_STAMPING: BOWERS 1993
 AI5270_MARK LOGO: NCGS  
 AI5270_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5270+STABILITY: SURFACE MOTION
 AI5270
 AI5270  HISTORY     - Date     Condition        Report By
 AI5270  HISTORY     - 1993     MONUMENTED       NCGS
 AI5270
 AI5270                          STATION DESCRIPTION
 AI5270
 AI5270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5270'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF LITTLETON
 AI5270'AND 6.3 MI (10.1 KM) NORTHEAST OF HOLLISTER. PROCEED ALONG NC 4 (MOSBY
 AI5270'AVENUE) FOR 7.35 MI (11.83 KM) SOUTH FROM US 158 (SOUTH MAIN STREET)
 AI5270'IN LITTLETON, THENCE EAST FOR 1.8 MI (2.9 KM) ALONG SR 1310 (AIRLIE
 AI5270'ROAD), THENCE SOUTH FOR 0.6 MI (1.0 KM) ALONG SR 1300 (BOWERS ROAD) TO
 AI5270'THE STATION, ON THE WEST DITCH BANK. MARK IS ABOUT 1 FOOT (0.3 M)
 AI5270'LOWER THAN THE ROAD AND RECESSED 3 INCHES BELOW GROUND.  LOCATED 23.8
 AI5270'FT (7.3 M) WEST OF THE CENTERLINE OF THE ROAD, 85.2 FT (26.0 M)
 AI5270'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTH END OF A FIELD ROAD
 AI5270'CULVERT, 280.0 FT (85.3 M) NORTH OF THE WEST END OF A ROAD CULVERT,
 AI5270'AND 1.5 FT (0.5 M) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5691 ***********************************************************************
 AE5691  DESIGNATION -  BOWERS AZ MK
 AE5691  PID         -  AE5691
 AE5691  STATE/COUNTY-  NC/SWAIN
 AE5691  USGS QUAD   -  ALARKA (1940)
 AE5691
 AE5691                         *CURRENT SURVEY CONTROL
 AE5691  ___________________________________________________________________
 AE5691* NAD 83(2001)-  35 20 46.57344(N)    083 25 38.08556(W)     ADJUSTED  
 AE5691* NAVD 88     -       729.7    (meters)    2394.     (feet)  VERTCON   
 AE5691  ___________________________________________________________________
 AE5691  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AE5691  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AE5691  HORZ ORDER  -  SECOND
 AE5691
 AE5691.The horizontal coordinates were established by classical geodetic methods
 AE5691.and adjusted by the National Geodetic Survey in August 2005.
 AE5691
 AE5691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5691
 AE5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5691
 AE5691.The geoid height was determined by GEOID03.
 AE5691
 AE5691;                    North         East     Units Scale Factor Converg.
 AE5691;SPC NC       -   186,045.872   207,340.114   MT  0.99987395   -2 33 19.0
 AE5691;SPC NC       -   610,385.50    680,248.36   sFT  0.99987395   -2 33 19.0
 AE5691;UTM  17      - 3,914,148.107   279,424.908   MT  1.00019963   -1 24 17.2
 AE5691
 AE5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5691!SPC NC       -   0.99988994  x   0.99987395  =   0.99976390
 AE5691!UTM  17      -   0.99988994  x   1.00019963  =   1.00008955
 AE5691
 AE5691                          SUPERSEDED SURVEY CONTROL
 AE5691
 AE5691  NAD 83(1995)-  35 20 46.57354(N)    083 25 38.08533(W) AD(       ) 2
 AE5691  NAD 83(1986)-  35 20 46.58002(N)    083 25 38.09466(W) AD(       ) 2
 AE5691  NGVD 29 (02/10/98)  729.7    (m)         2394.     (f) VERT ANG    3  
 AE5691
 AE5691.Superseded values are not recommended for survey control.
 AE5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5691.See file dsdata.txt to determine how the superseded data were derived.
 AE5691
 AE5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV7942514148(NAD 83)
 AE5691_MARKER: DZ = AZIMUTH MARK DISK
 AE5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5691_STAMPING: BOWERS 1994
 AE5691_MARK LOGO: NCGS  
 AE5691_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5691+STABILITY: SURFACE MOTION
 AE5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5691+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE5691
 AE5691  HISTORY     - Date     Condition        Report By
 AE5691  HISTORY     - 1994     MONUMENTED       NCGS
 AE5691
 AE5691                          STATION DESCRIPTION
 AE5691
 AE5691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5691'STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF BRYSON CITY AND 1.1
 AE5691'MI (1.8 KM) EAST-SOUTHEAST OF ALARKA. PROCEED ALONG US 74-19 FOR 3.2
 AE5691'MI (5.1 KM) NORTHEAST FROM THE BRIDGE OVER THE LITTLE TENNESSEE RIVER,
 AE5691'THENCE SOUTHEAST FOR 5.45 MI (8.77 KM) ALONG SR 1140 (ALARKA ROAD), OR
 AE5691'0.3 MI (0.5 KM) SOUTHEAST OF SR 1135, TO STATION NEAR POWER POLE. MARK
 AE5691'IS ABOUT 1-FOOT LOWER THAN ROAD AND FLUSH WITH GROUND LOCATED 19.5 FT
 AE5691'(5.9 M) NORTH OF THE CENTERLINE OF SR 1137 AND INTERSECTION OF GRAVEL
 AE5691'DRIVE, 40.8 FT (12.4 M) EAST OF THE WEST END OF A 60-INCH CORRUGATED
 AE5691'METAL PIPE, 49.2 FT (15.0 M) SOUTH-SOUTHWEST OF A 14-INCH TWIN TRUNK
 AE5691'HARDWOOD AND 17.7 FT (5.4 M) SOUTHEAST OF A POWER POLE AND PEDESTAL
 AE5691'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3036 ***********************************************************************
 FY3036  DESIGNATION -  BOWES
 FY3036  PID         -  FY3036
 FY3036  STATE/COUNTY-  NC/PERSON
 FY3036  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3036
 FY3036                         *CURRENT SURVEY CONTROL
 FY3036  ___________________________________________________________________
 FY3036* NAD 83(2001)-  36 32 22.56080(N)    078 54 09.73475(W)     ADJUSTED  
 FY3036* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 FY3036  ___________________________________________________________________
 FY3036  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FY3036  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 FY3036  HORZ ORDER  -  SECOND
 FY3036
 FY3036.The horizontal coordinates were established by classical geodetic methods
 FY3036.and adjusted by the National Geodetic Survey in August 2005.
 FY3036
 FY3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3036
 FY3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3036
 FY3036.The geoid height was determined by GEOID03.
 FY3036
 FY3036;                    North         East     Units Scale Factor Converg.
 FY3036;SPC NC       -   309,483.234   618,314.718   MT  1.00012546   +0 03 22.2
 FY3036;SPC NC       - 1,015,362.91  2,028,587.54   sFT  1.00012546   +0 03 22.2
 FY3036;UTM  17      - 4,045,847.012   687,740.516   MT  1.00003427   +1 14 56.6
 FY3036
 FY3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3036!SPC NC       -   0.99998044  x   1.00012546  =   1.00010590
 FY3036!UTM  17      -   0.99998044  x   1.00003427  =   1.00001471
 FY3036
 FY3036|---------------------------------------------------------------------|
 FY3036| PID    Reference Object                     Distance      Geod. Az  |
 FY3036|                                                           dddmmss.s |
 FY3036| FY3035 WOODY                               179.317 METERS 08808     |
 FY3036| FY3037 BROWNIE                             APPROX. 0.6 KM 1951529.0 |
 FY3036|---------------------------------------------------------------------|
 FY3036
 FY3036                          SUPERSEDED SURVEY CONTROL
 FY3036
 FY3036  NAD 83(1993)-  36 32 22.56078(N)    078 54 09.73584(W) AD(       ) 2
 FY3036  NAD 83(1986)-  36 32 22.56321(N)    078 54 09.74029(W) AD(       ) 2
 FY3036  NAD 27      -  36 32 22.06068(N)    078 54 10.70894(W) AD(       ) 2
 FY3036  NGVD 29 (07/19/86)  156.2    (m)          512.     (f) VERT ANG    3  
 FY3036
 FY3036.Superseded values are not recommended for survey control.
 FY3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3036.See file dsdata.txt to determine how the superseded data were derived.
 FY3036
 FY3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8774145847(NAD 83)
 FY3036_MARKER: DD = SURVEY DISK
 FY3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3036_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3036+STABILITY: SURFACE MOTION
 FY3036
 FY3036  HISTORY     - Date     Condition        Report By
 FY3036  HISTORY     - 1976     MONUMENTED       NCGS
 FY3036  HISTORY     - 1985     GOOD             USPSQD
 FY3036
 FY3036                          STATION DESCRIPTION
 FY3036
 FY3036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY3036'THE STATION IS LOCATED IN THE COMMUNITY OF BETHEL HILL AND 10.8 MILES
 FY3036'NORTH-NORTHEAST OF ROXBORO.
 FY3036'
 FY3036'TO REACH THE STATION FROM THE VIRGINIA-NORTH CAROLINA STATE LINE
 FY3036'CROSSING OF US 501, PROCEED SOUTHERLY ALONG US 501 FOR 0.15 MILE TO
 FY3036'STATION ON THE RIGHT IN SHOULDER.
 FY3036'
 FY3036'STATION MARK IS A STANDARD DISK STAMPED---BOWES 1976---SET IN THE TOP
 FY3036'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 FY3036'THE MARK IS 19.7 FEET WEST OF THE CENTERLINE OF US 501, 47.3 FEET
 FY3036'EAST-NORTHEAST OF A 10 INCH GUM WITH REFERENCE TAG, 70.5 FEET
 FY3036'SOUTH-SOUTHEAST OF A 10 INCH SYCAMORE WITH REFERENCE TAG, 98.2 FEET
 FY3036'WEST-SOUTHWEST OF AN 8 INCH PINE ON EAST SIDE OF HIGHWAY WITH
 FY3036'REFERENCE TAG AND 95.3 FEET NORTH-NORTHWEST OF A 6 INCH PINE ON EAST
 FY3036'SIDE OF HIGHWAY WITH REFERENCE TAG.
 FY3036
 FY3036                          STATION RECOVERY (1985)
 FY3036
 FY3036'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4157 ***********************************************************************
 FY4157  DESIGNATION -  BOWES
 FY4157  PID         -  FY4157
 FY4157  STATE/COUNTY-  NC/ROCKINGHAM
 FY4157  USGS QUAD   -  REIDSVILLE (1994)
 FY4157
 FY4157                         *CURRENT SURVEY CONTROL
 FY4157  ___________________________________________________________________
 FY4157* NAD 83(2001)-  36 19 04.58341(N)    079 40 52.47475(W)     ADJUSTED  
 FY4157* NAVD 88     -       244.4    (meters)     802.     (feet)  VERTCON   
 FY4157  ___________________________________________________________________
 FY4157  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 FY4157  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 FY4157  HORZ ORDER  -  SECOND
 FY4157
 FY4157.The horizontal coordinates were established by classical geodetic methods
 FY4157.and adjusted by the National Geodetic Survey in August 2005.
 FY4157
 FY4157.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4157
 FY4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4157
 FY4157.The geoid height was determined by GEOID03.
 FY4157
 FY4157;                    North         East     Units Scale Factor Converg.
 FY4157;SPC NC       -   285,089.827   548,423.020   MT  1.00004573   -0 23 35.5
 FY4157;SPC NC       -   935,332.21  1,799,284.52   sFT  1.00004573   -0 23 35.5
 FY4157;UTM  17      - 4,020,020.530   618,380.667   MT  0.99977267   +0 46 52.1
 FY4157
 FY4157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4157!SPC NC       -   0.99996663  x   1.00004573  =   1.00001236
 FY4157!UTM  17      -   0.99996663  x   0.99977267  =   0.99973931
 FY4157
 FY4157                          SUPERSEDED SURVEY CONTROL
 FY4157
 FY4157  NAD 83(1993)-  36 19 04.58655(N)    079 40 52.47994(W) AD(       ) 2
 FY4157  NAD 83(1986)-  36 19 04.58887(N)    079 40 52.48115(W) AD(       ) 2
 FY4157  NGVD 29 (01/17/91)  244.6    (m)          802.     (f) VERT ANG    3  
 FY4157
 FY4157.Superseded values are not recommended for survey control.
 FY4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4157.See file dsdata.txt to determine how the superseded data were derived.
 FY4157
 FY4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1838120021(NAD 83)
 FY4157_MARKER: DE = TRAVERSE STATION DISK
 FY4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4157_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4157+STABILITY: SURFACE MOTION
 FY4157
 FY4157  HISTORY     - Date     Condition        Report By
 FY4157  HISTORY     - 1978     MONUMENTED       NCGS
 FY4157  HISTORY     - 19960912 GOOD             USPSQD
 FY4157
 FY4157                          STATION DESCRIPTION
 FY4157
 FY4157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4157'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH OF REIDSVILLE.
 FY4157'
 FY4157'TO REACH THE STATION FROM THE US 29 BUSINESS OVERPASS OF US 158,
 FY4157'SOUTHWEST OF REIDSVILLE, PROCEED SOUTHERLY ALONG US 29 BUSINESS FOR
 FY4157'1.3 MILES TO STATION ON RIGHT, APPROXIMATELY 400 FEET NORTH OF BOWES
 FY4157'CONSTRUCTION COMPANY OFFICE AND 0.55 MILE WEST OF INTERSECTION WITH
 FY4157'SOUTH SCALES STREET.
 FY4157'
 FY4157'STATION MARK IS A STANDARD DISK STAMPED---BOWES 1978---, SET IN THE
 FY4157'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH GROUND SURFACE.
 FY4157'THE MARK IS 79.3 FEET WEST-NORTHWEST OF THE CENTERLINE OF US 29
 FY4157'BUSINESS, 4.2 FEET EAST-SOUTHEAST OF POWER POLE WITH TRANSFORMER,
 FY4157'241.4 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND
 FY4157'280.8 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT AND WITH
 FY4157'REFERENCE TAG.
 FY4157
 FY4157                          STATION RECOVERY (1996)
 FY4157
 FY4157'RECOVERY NOTE BY US POWER SQUADRON 1996
 FY4157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3088 ***********************************************************************
 FA3088  DESIGNATION -  BOWL
 FA3088  PID         -  FA3088
 FA3088  STATE/COUNTY-  NC/GASTON
 FA3088  USGS QUAD   -  MOUNT HOLLY (1993)
 FA3088
 FA3088                         *CURRENT SURVEY CONTROL
 FA3088  ___________________________________________________________________
 FA3088* NAD 83(2001)-  35 15 24.36762(N)    081 01 36.24638(W)     ADJUSTED  
 FA3088* NAVD 88     -       218.4    (meters)     717.     (feet)  VERTCON   
 FA3088  ___________________________________________________________________
 FA3088  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 FA3088  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 FA3088  HORZ ORDER  -  SECOND
 FA3088
 FA3088.The horizontal coordinates were established by classical geodetic methods
 FA3088.and adjusted by the National Geodetic Survey in August 2005.
 FA3088
 FA3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3088
 FA3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3088
 FA3088.The geoid height was determined by GEOID03.
 FA3088
 FA3088;                    North         East     Units Scale Factor Converg.
 FA3088;SPC NC       -   169,028.239   425,200.412   MT  0.99987260   -1 10 11.2
 FA3088;SPC NC       -   554,553.48  1,395,011.69   sFT  0.99987260   -1 10 11.2
 FA3088;UTM  17      - 3,901,518.678   497,568.023   MT  0.99960007   -0 00 55.6
 FA3088
 FA3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3088!SPC NC       -   0.99997056  x   0.99987260  =   0.99984317
 FA3088!UTM  17      -   0.99997056  x   0.99960007  =   0.99957065
 FA3088
 FA3088:                Primary Azimuth Mark                     Grid Az
 FA3088:SPC NC       -  ABBEY                                    272 01 52.2
 FA3088:UTM  17      -  ABBEY                                    270 52 36.6
 FA3088
 FA3088|---------------------------------------------------------------------|
 FA3088| PID    Reference Object                     Distance      Geod. Az  |
 FA3088|                                                           dddmmss.s |
 FA3088| FA3087 ABBEY                               APPROX. 1.5 KM 2705141.0 |
 FA3088|---------------------------------------------------------------------|
 FA3088
 FA3088                          SUPERSEDED SURVEY CONTROL
 FA3088
 FA3088  NAD 83(1986)-  35 15 24.38534(N)    081 01 36.25274(W) AD(       ) 2
 FA3088  NAD 27      -  35 15 23.88201(N)    081 01 36.98723(W) AD(       ) 2
 FA3088  NGVD 29 (07/19/86)  218.6    (m)          717.     (f) VERT ANG    3  
 FA3088
 FA3088.Superseded values are not recommended for survey control.
 FA3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3088.See file dsdata.txt to determine how the superseded data were derived.
 FA3088
 FA3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9756801519(NAD 83)
 FA3088_MARKER: DE = TRAVERSE STATION DISK
 FA3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3088_STAMPING: BOWL 1965
 FA3088_MARK LOGO: NCGS  
 FA3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3088+STABILITY: SURFACE MOTION
 FA3088
 FA3088  HISTORY     - Date     Condition        Report By
 FA3088  HISTORY     - 1965     MONUMENTED       NCGS
 FA3088  HISTORY     - 1977     GOOD             NCDOT
 FA3088  HISTORY     - 1988     GOOD             USPSQD
 FA3088  HISTORY     - 1989     GOOD             USPSQD
 FA3088  HISTORY     - 19991203 MARK NOT FOUND   USPSQD
 FA3088  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3088
 FA3088                          STATION DESCRIPTION
 FA3088
 FA3088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA3088'BOWL IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3088'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA3088'
 FA3088'BOWL IS 9.1 MILES E OF GASTONIA AND 1.1 MILES NE OF
 FA3088'BELMONT.  LOCATED 0.7 MILES W ALONG I 85 FROM BRIDGE OVER CATAWBA
 FA3088'RIVER.  0.95 MILES E OF BRIDGES ON SR 2093 AND PIEDMONT NORTHERN
 FA3088'RAILWAY.  AT THE SE CORNER OF BRIDGE OVER I 85 ON NC 273 AND ON E
 FA3088'SHOULDER OF NC 273.
 FA3088'
 FA3088'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3088'BOWL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3088'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3088'
 FA3088'MARK IS
 FA3088'
 FA3088'19.2 FT E OF C/L OF NC 273
 FA3088'
 FA3088'22.3 FT S OF TOP OF WALK OF BRIDGE
 FA3088'
 FA3088'20.9 FT S OF TOP OF SE CORNER OF BRIDGE ABUTMENT
 FA3088'
 FA3088'5.2 FT E OF CURB
 FA3088'
 FA3088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3088
 FA3088                          STATION RECOVERY (1977)
 FA3088
 FA3088'RECOVERY NOTE BY 
NC DOT 1977 (JPT)
 FA3088'RECOVERED IN GOOD CONDITION
 FA3088
 FA3088                          STATION RECOVERY (1988)
 FA3088
 FA3088'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 FA3088'RECOVERED IN GOOD CONDITION.
 FA3088
 FA3088                          STATION RECOVERY (1989)
 FA3088
 FA3088'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA3088'RECOVERED IN GOOD CONDITION.
 FA3088
 FA3088                          STATION RECOVERY (1999)
 FA3088
 FA3088'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3088'MARK NOT FOUND.
 FA3088
 FA3088                          STATION RECOVERY (2001)
 FA3088
 FA3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4891 ***********************************************************************
 FA4891  DESIGNATION -  BOWL
 FA4891  PID         -  FA4891
 FA4891  STATE/COUNTY-  NC/CLEVELAND
 FA4891  USGS QUAD   -  SHELBY (1983)
 FA4891
 FA4891                         *CURRENT SURVEY CONTROL
 FA4891  ___________________________________________________________________
 FA4891* NAD 83(2001)-  35 16 22.33045(N)    081 31 08.05000(W)     ADJUSTED  
 FA4891* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 FA4891  ___________________________________________________________________
 FA4891  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 FA4891  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA4891  HORZ ORDER  -  SECOND
 FA4891
 FA4891.The horizontal coordinates were established by classical geodetic methods
 FA4891.and adjusted by the National Geodetic Survey in August 2005.
 FA4891
 FA4891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4891
 FA4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4891
 FA4891.The geoid height was determined by GEOID03.
 FA4891
 FA4891;                    North         East     Units Scale Factor Converg.
 FA4891;SPC NC       -   171,838.965   380,474.933   MT  0.99987266   -1 27 13.8
 FA4891;SPC NC       -   563,775.00  1,248,274.84   sFT  0.99987266   -1 27 13.8
 FA4891;UTM  17      - 3,903,427.355   452,806.774   MT  0.99962745   -0 17 58.8
 FA4891
 FA4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4891!SPC NC       -   0.99996323  x   0.99987266  =   0.99983589
 FA4891!UTM  17      -   0.99996323  x   0.99962745  =   0.99959069
 FA4891
 FA4891                          SUPERSEDED SURVEY CONTROL
 FA4891
 FA4891  NAD 83(1986)-  35 16 22.34688(N)    081 31 08.04871(W) AD(       ) 2
 FA4891  NGVD 29 (09/01/92)  266.3    (m)          874.     (f) VERT ANG    3  
 FA4891
 FA4891.Superseded values are not recommended for survey control.
 FA4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4891.See file dsdata.txt to determine how the superseded data were derived.
 FA4891
 FA4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5280703427(NAD 83)
 FA4891_MARKER: DE = TRAVERSE STATION DISK
 FA4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4891_SP_SET: CONCRETE POST
 FA4891_STAMPING: BOWL 1984
 FA4891_MARK LOGO: NCGS  
 FA4891_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4891+STABILITY: SURFACE MOTION
 FA4891
 FA4891  HISTORY     - Date     Condition        Report By
 FA4891  HISTORY     - 1984     MONUMENTED       NCGS
 FA4891  HISTORY     - 19950118 GOOD             USPSQD
 FA4891
 FA4891                          STATION DESCRIPTION
 FA4891
 FA4891'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4891'THE STATION IS LOCATED IN SHELBY.
 FA4891'ALONG US 74 BYPASS FOR 2.25 KM (1.40 MI) SOUTHEAST FROM THE NC 18
 FA4891'OVERPASS, AT THE MAJOR LEAGUE LANES BOWLING ALLEY.
 FA4891'STATION IS LOCATED 23.47 M (77.00 FT) SOUTH OF THE CENTERLINE OF US
 FA4891'74, 8.23 M (27.00 FT) SOUTH OF THE CENTERLINE OF SR 1229, 8.9 M
 FA4891'(29.2 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BOWLING ALLEY,
 FA4891'38.4 M (126.0 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 FA4891'BOWLING ALLEY, 15.85 M (52.00 FT) EAST OF A POWER POLE WITH A
 FA4891'TRANSFORMER AND A REFERENCE TAG, 2.19 M (7.19 FT) SOUTH OF THE EAST
 FA4891'END OF AN 18-INCH CONCRETE CULVERT, AND 13.50 M (44.29 FT) NORTHWEST
 FA4891'OF THE WEST END OF THE SIDEWALK.  MARK IS RECESSED 1 INCH BELOW
 FA4891'GROUND AND IS LEVEL WITH SR 1229.
 FA4891
 FA4891                          STATION RECOVERY (1995)
 FA4891
 FA4891'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3239 ***********************************************************************
 FY3239  DESIGNATION -  BOWLAND
 FY3239  PID         -  FY3239
 FY3239  STATE/COUNTY-  NC/ALAMANCE
 FY3239  USGS QUAD   -  BURLINGTON NE (1994)
 FY3239
 FY3239                         *CURRENT SURVEY CONTROL
 FY3239  ___________________________________________________________________
 FY3239* NAD 83(2001)-  36 11 19.92352(N)    079 20 48.43838(W)     ADJUSTED  
 FY3239* NAVD 88     -       215.8    (meters)     708.     (feet)  VERTCON   
 FY3239  ___________________________________________________________________
 FY3239  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 FY3239  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 FY3239  HORZ ORDER  -  SECOND
 FY3239
 FY3239.The horizontal coordinates were established by classical geodetic methods
 FY3239.and adjusted by the National Geodetic Survey in August 2005.
 FY3239
 FY3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3239
 FY3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3239
 FY3239.The geoid height was determined by GEOID03.
 FY3239
 FY3239;                    North         East     Units Scale Factor Converg.
 FY3239;SPC NC       -   270,611.698   578,408.089   MT  1.00000627   -0 12 00.6
 FY3239;SPC NC       -   887,831.88  1,897,660.54   sFT  1.00000627   -0 12 00.6
 FY3239;UTM  17      - 4,006,163.433   648,650.238   MT  0.99987227   +0 58 34.7
 FY3239
 FY3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3239!SPC NC       -   0.99997092  x   1.00000627  =   0.99997719
 FY3239!UTM  17      -   0.99997092  x   0.99987227  =   0.99984319
 FY3239
 FY3239:                Primary Azimuth Mark                     Grid Az
 FY3239:SPC NC       -  PASTOR                                   114 14 04.4
 FY3239:UTM  17      -  PASTOR                                   113 03 29.1
 FY3239
 FY3239|---------------------------------------------------------------------|
 FY3239| PID    Reference Object                     Distance      Geod. Az  |
 FY3239|                                                           dddmmss.s |
 FY3239| FY3265 PASTOR                              APPROX. 0.5 KM 1140203.8 |
 FY3239|---------------------------------------------------------------------|
 FY3239
 FY3239                          SUPERSEDED SURVEY CONTROL
 FY3239
 FY3239  NAD 83(1993)-  36 11 19.92507(N)    079 20 48.44367(W) AD(       ) 2
 FY3239  NAD 83(1986)-  36 11 19.92574(N)    079 20 48.44472(W) AD(       ) 2
 FY3239  NAD 27      -  36 11 19.44059(N)    079 20 49.37370(W) AD(       ) 2
 FY3239  NGVD 29 (07/19/86)  216.0    (m)          709.     (f) VERT ANG    3  
 FY3239
 FY3239.Superseded values are not recommended for survey control.
 FY3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3239.See file dsdata.txt to determine how the superseded data were derived.
 FY3239
 FY3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4865006163(NAD 83)
 FY3239_MARKER: DE = TRAVERSE STATION DISK
 FY3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3239_STAMPING: BOWLAND 1969
 FY3239_MARK LOGO: NCGS  
 FY3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3239+STABILITY: SURFACE MOTION
 FY3239
 FY3239  HISTORY     - Date     Condition        Report By
 FY3239  HISTORY     - 1969     MONUMENTED       NCGS
 FY3239  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 FY3239  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 FY3239
 FY3239                          STATION DESCRIPTION
 FY3239
 FY3239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3239'BOWLAND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3239'IN THE VICINITY OF NORTH BURLINGTON, NORTH CAROLINA.
 FY3239'
 FY3239'BOWLAND IS LOCATED APPROXIMATELY 8.2 MILES NORTHEAST OF
 FY3239'BURLINGTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY3239'SR 1002 AND NC 62, GO WEST ON SR 1002 FOR 0.25 MILE TO STATION
 FY3239'ON RIGHT SIDE OF ROAD, IN NORTHEAST CORNER OF ENTRANCE TO
 FY3239'MR. JEFFRIES HOME.
 FY3239'
 FY3239'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3239'BOWLAND 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3239'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3239'
 FY3239'MARK IS
 FY3239'
 FY3239'50.9 FT ENE OF PP WITH ALUMINUM REF. TAG ON S SIDE OF SR 1002
 FY3239'
 FY3239'90.3 FT S OF PP BRACE POLE WITH ALUMINUM REF. TAG, ON N SIDE
 FY3239'OF SR 1002
 FY3239'
 FY3239'62.8 FT ESE OF 8 INCH PINE ON N SIDE OF SR 1002
 FY3239'
 FY3239'78.8 FT W OF SW CORNER OF TOBACCO BARN ON N SIDE OF SR 1002
 FY3239'
 FY3239'17.8 FT NE OF C/L OF SR 1002
 FY3239
 FY3239                          STATION RECOVERY (1991)
 FY3239
 FY3239'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3239'MARK NOT FOUND.
 FY3239
 FY3239                          STATION RECOVERY (2004)
 FY3239
 FY3239'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3239'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY3239'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2629 ***********************************************************************
 EZ2629  DESIGNATION -  BOWLES
 EZ2629  PID         -  EZ2629
 EZ2629  STATE/COUNTY-  NC/WILSON
 EZ2629  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ2629
 EZ2629                         *CURRENT SURVEY CONTROL
 EZ2629  ___________________________________________________________________
 EZ2629* NAD 83(2001)-  35 40 14.30359(N)    078 08 42.32507(W)     ADJUSTED  
 EZ2629* NAVD 88     -        59.702  (meters)     195.87   (feet)  ADJUSTED  
 EZ2629  ___________________________________________________________________
 EZ2629  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 EZ2629  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EZ2629  DYNAMIC HT  -          59.649 (meters)     195.70  (feet)  COMP
 EZ2629  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 EZ2629
 EZ2629  HORZ ORDER  -  SECOND
 EZ2629  VERT ORDER  -  SECOND    CLASS II
 EZ2629
 EZ2629.The horizontal coordinates were established by classical geodetic methods
 EZ2629.and adjusted by the National Geodetic Survey in August 2005.
 EZ2629
 EZ2629.The orthometric height was determined by differential leveling
 EZ2629.and adjusted in June 1991.
 EZ2629
 EZ2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2629
 EZ2629.The geoid height was determined by GEOID03.
 EZ2629
 EZ2629.The dynamic height is computed by dividing the NAVD 88
 EZ2629.geopotential number by the normal gravity value computed on the
 EZ2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2629.degrees latitude (g = 980.6199 gals.).
 EZ2629
 EZ2629.The modeled gravity was interpolated from observed gravity values.
 EZ2629
 EZ2629;                    North         East     Units Scale Factor Converg.
 EZ2629;SPC NC       -   213,392.214   686,993.514   MT  0.99989924   +0 29 36.3
 EZ2629;SPC NC       -   700,104.29  2,253,911.22   sFT  0.99989924   +0 29 36.3
 EZ2629;UTM  17      - 3,951,174.514   758,406.363   MT  1.00042292   +1 39 56.5
 EZ2629
 EZ2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2629!SPC NC       -   0.99999604  x   0.99989924  =   0.99989528
 EZ2629!UTM  17      -   0.99999604  x   1.00042292  =   1.00041896
 EZ2629
 EZ2629|---------------------------------------------------------------------|
 EZ2629| PID    Reference Object                     Distance      Geod. Az  |
 EZ2629|                                                           dddmmss.s |
 EZ2629| EZ4211 ROAD                                396.862 METERS 07132     |
 EZ2629| EZ2628 FLAT                                443.961 METERS 2663046.7 |
 EZ2629|---------------------------------------------------------------------|
 EZ2629
 EZ2629                          SUPERSEDED SURVEY CONTROL
 EZ2629
 EZ2629  NAD 83(1986)-  35 40 14.31106(N)    078 08 42.33631(W) AD(       ) 2
 EZ2629  NAD 27      -  35 40 13.73718(N)    078 08 43.35990(W) AD(       ) 2
 EZ2629  NGVD 29 (07/19/86)   60.08   (m)          197.1    (f) LEVELING    3  
 EZ2629
 EZ2629.Superseded values are not recommended for survey control.
 EZ2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2629.See file dsdata.txt to determine how the superseded data were derived.
 EZ2629
 EZ2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5840651175(NAD 83)
 EZ2629_MARKER: DE = TRAVERSE STATION DISK
 EZ2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2629_SP_SET: CONCRETE POST
 EZ2629_STAMPING: BOWLES 1972
 EZ2629_MARK LOGO: NCGS  
 EZ2629_PROJECTION: FLUSH
 EZ2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2629+STABILITY: SURFACE MOTION
 EZ2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2629+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 EZ2629
 EZ2629  HISTORY     - Date     Condition        Report By
 EZ2629  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2629  HISTORY     - 1979     GOOD             NCGS
 EZ2629  HISTORY     - 20060129 GOOD             USPSQD
 EZ2629
 EZ2629                          STATION DESCRIPTION
 EZ2629
 EZ2629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2629'BOWLES IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2629'VICINITY OF BUCKHORN CROSSROADS, NORTH CAROLINA.
 EZ2629'
 EZ2629'BOWLES IS LOCATED APPROXIMATELY 2.5 MILES WSW OF BUCKHORN CROSSROADS
 EZ2629'AND 5.1 MILES NNW OF KENLY.  TO REACH STATION FROM THE INTERSECTION
 EZ2629'OF NC 42 AND NC 581 AT BUCKHORN CROSSROADS, PROCEED WEST ALONG NC
 EZ2629'42 FOR 2.45 MILES TO STATION ON LEFT ON A 3 FOOT (APPROX.) BANK,
 EZ2629'0.25 MILE WSW OF INTERSECTION WITH SR 1122, AND APPROXIMATELY 75
 EZ2629'FEET EAST OF A FRAME DWELLING.
 EZ2629'
 EZ2629'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOWLES
 EZ2629'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2629'FLUSH WITH THE GROUND.
 EZ2629'
 EZ2629'MARK IS
 EZ2629'32.9 FEET S OF C/L OF NC 42.
 EZ2629'48.5 FEET WNW OF BASE OF A 60 INCH OAK WITH ALUMINUM REF. TAG.
 EZ2629'42.7 FEET NNE OF BASE OF A 36 INCH OAK WITH ALUMINUM REF. TAG.
 EZ2629'34.6 FEET E OF BASE OF A 4 INCH PINE TREE.
 EZ2629
 EZ2629                          STATION RECOVERY (1979)
 EZ2629
 EZ2629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2629'5.2 MI NNW FROM KENLY.
 EZ2629'2.4 MILES WEST ALONG N.C. 42 FROM INTERSECTION WITH N.C. 581 AT
 EZ2629'BUCKHORN CROSSROADS TO STATION ON THE LEFT ON TOP OF A 3 FOOT
 EZ2629'BANK IN FRONT OF AN OLD ABANDONED FRAME DWELLING AND 0.25 MILE WEST
 EZ2629'OF Y JUNTION WITH SR 1122, 33.0 FEET SOUTH OF CENTERLINE OF
 EZ2629'N.C. 42, 5.2 FEET NORTH-NORTHWEST OF 4 INCH PINE WITH REFERENCE
 EZ2629'TAG, 34.6 FEET EAST OF AN 8 INCH PINE WITH REFERENCE TAG, 43.0
 EZ2629'FEET NORTH-NORTHAST OF A 36 INCH OAK WITH REFERENCE TAG AND 48.5
 EZ2629'FEET WEST-NORTHWEST OF A 60 INCH OAK WITH REFERENCE TAG.
 EZ2629'THE MARK IS 2 FT ABOVE CENTERLINE OF HIGHWAY.
 EZ2629
 EZ2629                          STATION RECOVERY (2006)
 EZ2629
 EZ2629'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EZ2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8424 ***********************************************************************
 AF8424  DESIGNATION -  BOWLES
 AF8424  PID         -  AF8424
 AF8424  STATE/COUNTY-  NC/HERTFORD
 AF8424  USGS QUAD   -  MURFREESBORO (1973)
 AF8424
 AF8424                         *CURRENT SURVEY CONTROL
 AF8424  ___________________________________________________________________
 AF8424* NAD 83(2001)-  36 29 16.88630(N)    077 01 21.56453(W)     ADJUSTED  
 AF8424* NAVD 88     -        10.7    (meters)      35.     (feet)  VERT ANG  
 AF8424  ___________________________________________________________________
 AF8424  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 AF8424  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 AF8424  HORZ ORDER  -  SECOND
 AF8424
 AF8424.The horizontal coordinates were established by classical geodetic methods
 AF8424.and adjusted by the National Geodetic Survey in August 2005.
 AF8424
 AF8424.The orthometric height was determined by vertical angle observations.
 AF8424
 AF8424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8424
 AF8424.The geoid height was determined by GEOID03.
 AF8424
 AF8424;                    North         East     Units Scale Factor Converg.
 AF8424;SPC NC       -   305,519.693   786,787.835   MT  1.00010556   +1 08 28.5
 AF8424;SPC NC       - 1,002,359.19  2,581,319.76   sFT  1.00010556   +1 08 28.5
 AF8424;UTM  18      - 4,039,981.810   318,821.426   MT  1.00000444   -1 12 11.2
 AF8424
 AF8424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8424!SPC NC       -   1.00000384  x   1.00010556  =   1.00010940
 AF8424!UTM  18      -   1.00000384  x   1.00000444  =   1.00000828
 AF8424
 AF8424                          SUPERSEDED SURVEY CONTROL
 AF8424
 AF8424  NAD 83(1986)-  36 29 16.89566(N)    077 01 21.58389(W) AD(       ) 2
 AF8424
 AF8424.Superseded values are not recommended for survey control.
 AF8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8424.See file dsdata.txt to determine how the superseded data were derived.
 AF8424
 AF8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1882139982(NAD 83)
 AF8424_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8424_STAMPING: BOWLES 1985
 AF8424_MARK LOGO: NCGS  
 AF8424_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8424+STABILITY: SURFACE MOTION
 AF8424
 AF8424  HISTORY     - Date     Condition        Report By
 AF8424  HISTORY     - 1985     MONUMENTED       NCGS
 AF8424
 AF8424                          STATION DESCRIPTION
 AF8424
 AF8424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8424'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF MURFREESBORO AND
 AF8424'1.5 MI (2.4 KM) SOUTHWEST OF COMO. ALONG US 258 FOR 5.0 MI (8.0 KM)
 AF8424'NORTHEAST FROM THE JUNCTION WITH US 158 AND NC 11, OR 0.2 MI (0.3 KM)
 AF8424'SOUTHWEST OF SR 1306 (PARKERS FERRY ROAD), AND ABOUT 0.15 MI (0.24 KM)
 AF8424'NORTHEAST OF BOWLES CEMETERY, IN SOUTHEAST SHOULDER OF THE HIGHWAY .
 AF8424'MARK IS RECESSED 6 INCHES BELOW GROUND AND 1 FOOT (0.3 M) LOWER THAN
 AF8424'HIGHWAY. LOCATED 17.2 FT (5.2 M) SOUTHEAST OF THE CENTERLINE OF THE
 AF8424'HIGHWAY, 437.0 FT (133.2 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY AT
 AF8424'A WOODS ROAD LEADING NORTHWEST, 202.6 FT (61.8 M) NORTHEAST OF THE
 AF8424'SOUTHEAST END OF A HIGHWAY CULVERT--AND 27.0 FT (8.2 M) NORTHWEST A
 AF8424'14-INCH PINE, 42.8 FT (13.0 M) NORTH OF A 16-INCH PINE, 110.0 FT (33.5
 AF8424'M) SOUTH-SOUTHWEST OF A POWER POLE, 172.4 FT (52.5 M) EAST-NORTHEAST
 AF8424'OF A POWER POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2285 ***********************************************************************
 EZ2285  DESIGNATION -  BOWMAN
 EZ2285  PID         -  EZ2285
 EZ2285  STATE/COUNTY-  NC/RANDOLPH
 EZ2285  USGS QUAD   -  RANDLEMAN (1981)
 EZ2285
 EZ2285                         *CURRENT SURVEY CONTROL
 EZ2285  ___________________________________________________________________
 EZ2285* NAD 83(2001)-  35 48 43.52093(N)    079 50 10.21655(W)     ADJUSTED  
 EZ2285* NAVD 88     -       239.900  (meters)     787.07   (feet)  ADJUSTED  
 EZ2285  ___________________________________________________________________
 EZ2285  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 EZ2285  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 EZ2285  DYNAMIC HT  -         239.698 (meters)     786.41  (feet)  COMP
 EZ2285  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 EZ2285
 EZ2285  HORZ ORDER  -  SECOND
 EZ2285  VERT ORDER  -  SECOND    CLASS I
 EZ2285
 EZ2285.The horizontal coordinates were established by classical geodetic methods
 EZ2285.and adjusted by the National Geodetic Survey in August 2005.
 EZ2285
 EZ2285.The orthometric height was determined by differential leveling
 EZ2285.and adjusted in June 1991.
 EZ2285
 EZ2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2285
 EZ2285.The geoid height was determined by GEOID03.
 EZ2285
 EZ2285.The dynamic height is computed by dividing the NAVD 88
 EZ2285.geopotential number by the normal gravity value computed on the
 EZ2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2285.degrees latitude (g = 980.6199 gals.).
 EZ2285
 EZ2285.The modeled gravity was interpolated from observed gravity values.
 EZ2285
 EZ2285;                    North         East     Units Scale Factor Converg.
 EZ2285;SPC NC       -   229,070.176   534,037.401   MT  0.99992031   -0 28 57.4
 EZ2285;SPC NC       -   751,541.07  1,752,087.71   sFT  0.99992031   -0 28 57.4
 EZ2285;UTM  17      - 3,963,731.613   605,143.694   MT  0.99973622   +0 40 51.8
 EZ2285
 EZ2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2285!SPC NC       -   0.99996711  x   0.99992031  =   0.99988742
 EZ2285!UTM  17      -   0.99996711  x   0.99973622  =   0.99970334
 EZ2285
 EZ2285:                Primary Azimuth Mark                     Grid Az
 EZ2285:SPC NC       -  GOSS                                     142 24 03.5
 EZ2285:UTM  17      -  GOSS                                     141 14 14.3
 EZ2285
 EZ2285|---------------------------------------------------------------------|
 EZ2285| PID    Reference Object                     Distance      Geod. Az  |
 EZ2285|                                                           dddmmss.s |
 EZ2285| EZ2286 GOSS                                APPROX. 0.8 KM 1415506.1 |
 EZ2285|---------------------------------------------------------------------|
 EZ2285
 EZ2285                          SUPERSEDED SURVEY CONTROL
 EZ2285
 EZ2285  NAD 83(1986)-  35 48 43.52432(N)    079 50 10.22344(W) AD(       ) 2
 EZ2285  NAD 27      -  35 48 43.03994(N)    079 50 11.09499(W) AD(       ) 2
 EZ2285  NGVD 29 (??/??/92)  240.127  (m)          787.82   (f) ADJ UNCH    2 1
 EZ2285
 EZ2285.Superseded values are not recommended for survey control.
 EZ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2285.See file dsdata.txt to determine how the superseded data were derived.
 EZ2285
 EZ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0514463732(NAD 83)
 EZ2285_MARKER: DD = SURVEY DISK
 EZ2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2285_STAMPING: BOWMAN 1975
 EZ2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2285+STABILITY: SURFACE MOTION
 EZ2285
 EZ2285  HISTORY     - Date     Condition        Report By
 EZ2285  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2285  HISTORY     - 1975     GOOD             NCGS
 EZ2285
 EZ2285                          STATION DESCRIPTION
 EZ2285
 EZ2285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2285'BOWMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2285'THE VICINITY OF SOPHIA, NORTH CAROLINA.
 EZ2285'
 EZ2285'BOWMAN IS LOCATED APPROXIMATELY 1.6 MILES ESE OF SOPHIA, 1.9
 EZ2285'MILES WEST OF RANDLEMAN, AND 7.3 MILES NORTH OF ASHEBORO.  TO
 EZ2285'REACH STATION FROM THE U.S. 311 OVERPASS OF U.S. 220 BYPASS, SW
 EZ2285'OF RANDLEMAN, PROCEED NW ALONG U.S. 311 FOR 1.1 MILES TO STATION
 EZ2285'ON THE RIGHT, AND 0.5 MILE SE OF INTERSECTION WITH SR 1953 (NE).
 EZ2285'
 EZ2285'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2285'BOWMAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2285'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2285'
 EZ2285'MARK IS 25.7 FT NE OF C/L OF U.S. 311
 EZ2285'
 EZ2285'166.9 FT SE OF C/L OF SR 1953
 EZ2285'
 EZ2285'42.1 FT NW OF C/L DRIVEWAY TO BOWMAN RESIDENCE
 EZ2285'
 EZ2285'19.7 FT WSW OF 8 IN SHORT LEAF PINE WITH ALUMINUM REF. TAG
 EZ2285'
 EZ2285'20.6 FT SW OF 10 IN SHORT LEAF PINE WITH ALUMINUM REF. TAG
 EZ2285'
 EZ2285'34.1 FT S OF 7 IN SHORT LEAF PINE WITH ALUMINUM REF. TAG
 EZ2285'
 EZ2285'28.2 FT NW OF PP WITH ALUMINUM REF. TAG
 EZ2285'
 EZ2285'54.5 FT SE OF TP WITH ALUMINUM REF. TAG
 EZ2285
 EZ2285                          STATION RECOVERY (1975)
 EZ2285
 EZ2285'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2285'1.6 MI ESE FROM SOPHIA.
 EZ2285'TO REACH STATION FROM THE US 311 OVERPASS OF US 220 BYPASS, SW OF
 EZ2285'RANDLEMAN, PROCEED NW ALONG US 311 FOR 1.1 MILES TO STATION ON THE
 EZ2285'RIGHT, AND 0.5 MILE SE OF INTERSECTION WITH SR 1953 NE.  25.7 FT. NE
 EZ2285'OF C/L OF US 311, 166.9 FT. SE OF C/L OF SR 1953, 42.1 FT. NW OF C/L
 EZ2285'DRIVEWAY TO BOWMAN RESIDENCE, 19.7 FT. WSW OF 8 IN. SHORT LEAF PINE
 EZ2285'WITH ALUMINUM REF. TAG, 20.6 FT. SW OF 10 IN SHORT LEAF PINE WITH
 EZ2285'ALUMINUM REF. TAG, 34.1 FT. SOUTH OF 7 IN. SHORT LEAF PINE WITH
 EZ2285'ALUMINUM REF. TAG, 28.2 FT. NW OF PP WITH ALUMINUM REF. TAG, AND 54.5
 EZ2285'FT. SE OF TP WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EZ2285'CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3046 ***********************************************************************
 FA3046  DESIGNATION -  BOWMAN
 FA3046  PID         -  FA3046
 FA3046  STATE/COUNTY-  NC/CATAWBA
 FA3046  USGS QUAD   -  BETHLEHEM (1993)
 FA3046
 FA3046                         *CURRENT SURVEY CONTROL
 FA3046  ___________________________________________________________________
 FA3046* NAD 83(2001)-  35 45 30.87307(N)    081 16 01.85409(W)     ADJUSTED  
 FA3046* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 FA3046  ___________________________________________________________________
 FA3046  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FA3046  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FA3046  HORZ ORDER  -  SECOND
 FA3046
 FA3046.The horizontal coordinates were established by classical geodetic methods
 FA3046.and adjusted by the National Geodetic Survey in August 2005.
 FA3046
 FA3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3046
 FA3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3046
 FA3046.The geoid height was determined by GEOID03.
 FA3046
 FA3046;                    North         East     Units Scale Factor Converg.
 FA3046;SPC NC       -   225,155.940   404,598.469   MT  0.99991162   -1 18 30.8
 FA3046;SPC NC       -   738,699.11  1,327,420.14   sFT  0.99991162   -1 18 30.8
 FA3046;UTM  17      - 3,957,204.436   475,846.340   MT  0.99960719   -0 09 22.1
 FA3046
 FA3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3046!SPC NC       -   0.99995110  x   0.99991162  =   0.99986272
 FA3046!UTM  17      -   0.99995110  x   0.99960719  =   0.99955831
 FA3046
 FA3046:                Primary Azimuth Mark                     Grid Az
 FA3046:SPC NC       -  BOLCH                                    130 47 10.7
 FA3046:UTM  17      -  BOLCH                                    129 38 02.0
 FA3046
 FA3046|---------------------------------------------------------------------|
 FA3046| PID    Reference Object                     Distance      Geod. Az  |
 FA3046|                                                           dddmmss.s |
 FA3046| FA3044 BOLCH                               485.473 METERS 1292839.9 |
 FA3046| FA3068 RANDOM                              348.523 METERS 30717     |
 FA3046|---------------------------------------------------------------------|
 FA3046
 FA3046                          SUPERSEDED SURVEY CONTROL
 FA3046
 FA3046  NAD 83(1986)-  35 45 30.88193(N)    081 16 01.85810(W) AD(       ) 2
 FA3046  NAD 27      -  35 45 30.40481(N)    081 16 02.55721(W) AD(       ) 2
 FA3046  NGVD 29 (07/19/86)  344.0    (m)         1129.     (f) VERT ANG    3  
 FA3046
 FA3046.Superseded values are not recommended for survey control.
 FA3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3046.See file dsdata.txt to determine how the superseded data were derived.
 FA3046
 FA3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7584657204(NAD 83)
 FA3046_MARKER: DE = TRAVERSE STATION DISK
 FA3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3046_STAMPING: BOWMAN 1967
 FA3046_MARK LOGO: NCGS  
 FA3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3046+STABILITY: SURFACE MOTION
 FA3046
 FA3046  HISTORY     - Date     Condition        Report By
 FA3046  HISTORY     - 1967     MONUMENTED       NCGS
 FA3046
 FA3046                          STATION DESCRIPTION
 FA3046
 FA3046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3046'BOWMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3046'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3046'
 FA3046'BOWMAN IS LOCATED APPROXIMATELY 4.4 MILES NORTHEAST OF THE
 FA3046'CENTER OF HICKORY.  TO REACH STATION PROCEED FROM THE
 FA3046'INTERSECTION OF SR 1491 (SECTION HOUSE RD.) AND SR 1453
 FA3046'(SPRINGS RD.), GO SOUTHEAST ON SR 1491 FOR 0.25 MILES TO
 FA3046'STATION.  WHICH IS ON THE NORTHEAST BANK OF SR 1491, AT THE
 FA3046'SOUTHWEST SIDE OF CULTIVATED FIELD, AT SOUTH SIDE OF DIRT FARM
 FA3046'ROAD ACROSS SR 1491 FROM ONE STORY BRICK HOUSE.
 FA3046'
 FA3046'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3046'BOWMAN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3046'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3046'
 FA3046'MARK IS
 FA3046'
 FA3046'19.9 FT NE OF C/L OF SR 1491 (SECTION HOUSE RD.)
 FA3046'
 FA3046'15.2 FT S OF TP 5 ON NE SIDE OF SR 1491, WITH ALUMINUM REF. TAG
 FA3046'
 FA3046'35.0 FT SSE OF 8 INCH PERSIMMON TREE WITH ALUMINUM REF. TAG
 FA3046'ON THE NORTH SIDE OF DIRT FARM ROAD
 FA3046'
 FA3046'23.5 FT SE OF C/L OF DIRT FARM ROAD
 FA3046'
 FA3046'107.5 FT E OF PP 71 WITH ALUMINUM REF. TAG AT S SIDE OF SR 1491
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3033 ***********************************************************************
 EB3033  DESIGNATION -  BOWMAN
 EB3033  PID         -  EB3033
 EB3033  STATE/COUNTY-  NC/ANSON
 EB3033  USGS QUAD   -  MORVEN EAST (1983)
 EB3033
 EB3033                         *CURRENT SURVEY CONTROL
 EB3033  ___________________________________________________________________
 EB3033* NAD 83(2001)-  34 51 44.49963(N)    079 59 48.92166(W)     ADJUSTED  
 EB3033* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 EB3033  ___________________________________________________________________
 EB3033  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EB3033  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 EB3033  HORZ ORDER  -  SECOND
 EB3033
 EB3033.The horizontal coordinates were established by classical geodetic methods
 EB3033.and adjusted by the National Geodetic Survey in August 2005.
 EB3033
 EB3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3033
 EB3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3033
 EB3033.The geoid height was determined by GEOID03.
 EB3033
 EB3033;                    North         East     Units Scale Factor Converg.
 EB3033;SPC NC       -   123,852.449   518,452.899   MT  0.99989554   -0 34 31.4
 EB3033;SPC NC       -   406,339.24  1,700,957.55   sFT  0.99989554   -0 34 31.4
 EB3033;UTM  17      - 3,858,238.387   591,687.108   MT  0.99970361   +0 34 24.3
 EB3033
 EB3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3033!SPC NC       -   0.99998787  x   0.99989554  =   0.99988341
 EB3033!UTM  17      -   0.99998787  x   0.99970361  =   0.99969149
 EB3033
 EB3033|---------------------------------------------------------------------|
 EB3033| PID    Reference Object                     Distance      Geod. Az  |
 EB3033|                                                           dddmmss.s |
 EB3033| EB3034 DUNN                                282.862 METERS 07916     |
 EB3033| EC1327 FENCE                               338.429 METERS 27637     |
 EB3033|---------------------------------------------------------------------|
 EB3033
 EB3033                          SUPERSEDED SURVEY CONTROL
 EB3033
 EB3033  NAD 83(1986)-  34 51 44.51344(N)    079 59 48.93614(W) AD(       ) 2
 EB3033  NAD 27      -  34 51 43.94825(N)    079 59 49.71929(W) AD(       ) 2
 EB3033  NGVD 29 (07/19/86)  108.4    (m)          356.     (f) VERT ANG    3  
 EB3033
 EB3033.Superseded values are not recommended for survey control.
 EB3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3033.See file dsdata.txt to determine how the superseded data were derived.
 EB3033
 EB3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9168758238(NAD 83)
 EB3033_MARKER: DE = TRAVERSE STATION DISK
 EB3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3033_STAMPING: BOWMAN 1970
 EB3033_MARK LOGO: NCGS  
 EB3033_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3033+STABILITY: SURFACE MOTION
 EB3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3033+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1993
 EB3033
 EB3033  HISTORY     - Date     Condition        Report By
 EB3033  HISTORY     - 1970     MONUMENTED       NCGS
 EB3033  HISTORY     - 1987     GOOD             USPSQD
 EB3033  HISTORY     - 19930728 GOOD             NCGS
 EB3033
 EB3033                          STATION DESCRIPTION
 EB3033
 EB3033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB3033'BOWMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB3033'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EB3033'
 EB3033'BOWMAN IS LOCATED IN THE TOWN OF MORVEN.  TO REACH STATION PROCEED
 EB3033'FROM THE INTERSECTION OF US 52 AND NC 145 IN TOWN OF MORVEN, GO
 EB3033'NORTHEAST ON NC 145 FOR 0.25 MILE TO CHURCH STREET ON RIGHT, FOLLOW
 EB3033'CHURCH STREET FOR 0.1 MILE TO STATION ON RIGHT, IN YARD OWNED BY
 EB3033'MR. BOWMAN.  STATION IS APPROXIMATELY 130 FEET NORTH OF
 EB3033'INTERSECTION OF CHURCH STREET AND MARTIN STREET.
 EB3033'
 EB3033'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOWMAN
 EB3033'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB3033'FLUSH WITH THE SURFACE OF THE GROUND.
 EB3033'
 EB3033'MARK IS
 EB3033'
 EB3033'17.8 FEET WNW OF C/L OF CHURCH STREET.
 EB3033'34.3 FEET NW OF ALUMINUM REF. TAG ON TP.
 EB3033'115.8 FEET S OF ALUMINUM REF. TAG ON PP NO. 162, W/TRANSFORMER.
 EB3033'134.9 FEET N OF FIRE HYDRANT AT INTERSECTION OF CHURCH AND MARTIN
 EB3033'STREETS.
 EB3033'56.8 FEET NE OF 24 INCH SPRUCE PINE IN YARD.
 EB3033'35.3 FEET S OF SE END OF 14 INCH METAL CULVERT.
 EB3033
 EB3033                          STATION RECOVERY (1987)
 EB3033
 EB3033'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 EB3033'RECOVERED IN GOOD CONDITION.
 EB3033
 EB3033                          STATION RECOVERY (1993)
 EB3033
 EB3033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 EB3033'RECOVERED AS DESCRIBED. MARK IS LOCATED 61.4 FT (18.7 M) NORTHEAST OF
 EB3033'THE NORTHEAST CORNER OF A 1-STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3835 ***********************************************************************
 EZ3835  DESIGNATION -  BOWMAN
 EZ3835  PID         -  EZ3835
 EZ3835  STATE/COUNTY-  NC/GUILFORD
 EZ3835  USGS QUAD   -  CLIMAX (1982)
 EZ3835
 EZ3835                         *CURRENT SURVEY CONTROL
 EZ3835  ___________________________________________________________________
 EZ3835* NAD 83(2001)-  35 55 21.42958(N)    079 40 40.52948(W)     ADJUSTED  
 EZ3835* NAVD 88     -       247.0    (meters)     810.     (feet)  VERTCON   
 EZ3835  ___________________________________________________________________
 EZ3835  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 EZ3835  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 EZ3835  HORZ ORDER  -  SECOND
 EZ3835
 EZ3835.The horizontal coordinates were established by classical geodetic methods
 EZ3835.and adjusted by the National Geodetic Survey in August 2005.
 EZ3835
 EZ3835.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3835
 EZ3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3835
 EZ3835.The geoid height was determined by GEOID03.
 EZ3835
 EZ3835;                    North         East     Units Scale Factor Converg.
 EZ3835;SPC NC       -   241,224.025   548,421.441   MT  0.99994102   -0 23 28.6
 EZ3835;SPC NC       -   791,415.82  1,799,279.34   sFT  0.99994102   -0 23 28.6
 EZ3835;UTM  17      - 3,976,173.298   619,275.114   MT  0.99977530   +0 46 32.7
 EZ3835
 EZ3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3835!SPC NC       -   0.99996599  x   0.99994102  =   0.99990702
 EZ3835!UTM  17      -   0.99996599  x   0.99977530  =   0.99974130
 EZ3835
 EZ3835:                Primary Azimuth Mark                     Grid Az
 EZ3835:SPC NC       -  JULIA                                    166 19 17.8
 EZ3835:UTM  17      -  JULIA                                    165 09 16.5
 EZ3835
 EZ3835|---------------------------------------------------------------------|
 EZ3835| PID    Reference Object                     Distance      Geod. Az  |
 EZ3835|                                                           dddmmss.s |
 EZ3835| EZ2327 JULIA                               APPROX. 0.9 KM 1655549.2 |
 EZ3835|---------------------------------------------------------------------|
 EZ3835
 EZ3835                          SUPERSEDED SURVEY CONTROL
 EZ3835
 EZ3835  NAD 83(1986)-  35 55 21.43480(N)    079 40 40.53541(W) AD(       ) 2
 EZ3835  NAD 27      -  35 55 20.93981(N)    079 40 41.43713(W) AD(       ) 2
 EZ3835  NGVD 29 (07/19/86)  247.2    (m)          811.     (f) VERT ANG    3  
 EZ3835
 EZ3835.Superseded values are not recommended for survey control.
 EZ3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3835.See file dsdata.txt to determine how the superseded data were derived.
 EZ3835
 EZ3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1927576173(NAD 83)
 EZ3835_MARKER: DE = TRAVERSE STATION DISK
 EZ3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3835_STAMPING: BOWMAN 1975
 EZ3835_MARK LOGO: NCGS  
 EZ3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3835+STABILITY: SURFACE MOTION
 EZ3835
 EZ3835  HISTORY     - Date     Condition        Report By
 EZ3835  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3835
 EZ3835                          STATION DESCRIPTION
 EZ3835
 EZ3835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3835'BOWMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3835'THE VICINITY OF JULIAN, NORTH CAROLINA.
 EZ3835'
 EZ3835'BOWMAN IS LOCATED 1.5 MILES NW OF JULIAN, 2.3 MILES ENE OF CLIMAX,
 EZ3835'AND 12.0 MILES SSE OF GREENSBORO.  TO REACH STATION FROM THE
 EZ3835'U.S. 421 UNDERPASS OF NC 62 WEST OF JULIAN, PROCEED NW ALONG
 EZ3835'U.S. 421 FOR 0.6 MILE TO STATION ON RIGHT, ON TOP OF A 20 FOOT
 EZ3835'BANK, APPROXIMATELY 200 FEET WEST OF BOWMAN RESIDENCE (ONE STORY
 EZ3835'ASBESTOS HOUSE), AND NEAR RESTRAINING FENCE.
 EZ3835'
 EZ3835'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3835'BOWMAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3835'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3835'
 EZ3835'MARK IS 100.7 FT E OF C/L OF U.S. 421 NORTH BOUND LANE
 EZ3835'
 EZ3835'223.6 FT NNW OF PROLONGATION OF C/L OF DEAD END OF SR 3379
 EZ3835'
 EZ3835'36.0 FT WNW OF 8 IN APPLE
 EZ3835'
 EZ3835'56.6 FT W OF 20 IN LAUREL OAK WITH ALUMINUM REF. TAG
 EZ3835'
 EZ3835'79.1 FT WSW OF 36 IN WHITE OAK WITH ALUMINUM REF. TAG
 EZ3835'
 EZ3835'71.7 FT S OF CORNER OF FENCE POST (GALVANIZED METAL)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1681 ***********************************************************************
 FZ1681  DESIGNATION -  BOWMAN
 FZ1681  PID         -  FZ1681
 FZ1681  STATE/COUNTY-  NC/STOKES
 FZ1681  USGS QUAD   -  KING (1986)
 FZ1681
 FZ1681                         *CURRENT SURVEY CONTROL
 FZ1681  ___________________________________________________________________
 FZ1681* NAD 83(2001)-  36 21 28.02269(N)    080 15 52.93684(W)     ADJUSTED  
 FZ1681* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 FZ1681  ___________________________________________________________________
 FZ1681  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FZ1681  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 FZ1681  HORZ ORDER  -  SECOND
 FZ1681
 FZ1681.The horizontal coordinates were established by classical geodetic methods
 FZ1681.and adjusted by the National Geodetic Survey in August 2005.
 FZ1681
 FZ1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1681
 FZ1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1681
 FZ1681.The geoid height was determined by GEOID03.
 FZ1681
 FZ1681;                    North         East     Units Scale Factor Converg.
 FZ1681;SPC NC       -   290,024.580   496,084.460   MT  1.00005895   -0 43 47.8
 FZ1681;SPC NC       -   951,522.31  1,627,570.43   sFT  1.00005895   -0 43 47.8
 FZ1681;UTM  17      - 4,023,884.082   565,970.327   MT  0.99965362   +0 26 09.3
 FZ1681
 FZ1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1681!SPC NC       -   0.99995750  x   1.00005895  =   1.00001644
 FZ1681!UTM  17      -   0.99995750  x   0.99965362  =   0.99961113
 FZ1681
 FZ1681|---------------------------------------------------------------------|
 FZ1681| PID    Reference Object                     Distance      Geod. Az  |
 FZ1681|                                                           dddmmss.s |
 FZ1681| FZ1682 BOWMAN AZ MK                        380.145 METERS 26350     |
 FZ1681|---------------------------------------------------------------------|
 FZ1681
 FZ1681                          SUPERSEDED SURVEY CONTROL
 FZ1681
 FZ1681  NAD 83(1993)-  36 21 28.03171(N)    080 15 52.94539(W) AD(       ) 2
 FZ1681  NAD 83(1986)-  36 21 28.03327(N)    080 15 52.94439(W) AD(       ) 2
 FZ1681  NAD 27      -  36 21 27.52585(N)    080 15 53.75920(W) AD(       ) 2
 FZ1681  NGVD 29 (07/19/86)  304.3    (m)          998.     (f) VERT ANG    3  
 FZ1681
 FZ1681.Superseded values are not recommended for survey control.
 FZ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1681.See file dsdata.txt to determine how the superseded data were derived.
 FZ1681
 FZ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6597023884(NAD 83)
 FZ1681_MARKER: DE = TRAVERSE STATION DISK
 FZ1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1681_STAMPING: BOWMAN 1973
 FZ1681_MARK LOGO: NCGS  
 FZ1681_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1681+STABILITY: SURFACE MOTION
 FZ1681
 FZ1681  HISTORY     - Date     Condition        Report By
 FZ1681  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1681  HISTORY     - 19870306 GOOD             NCGS
 FZ1681
 FZ1681                          STATION DESCRIPTION
 FZ1681
 FZ1681'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1681'BOWMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1681'IN THE VICINITY OF DANBURY, NORTH CAROLINA.
 FZ1681'
 FZ1681'BOWMAN IS LOCATED APPROXIMATELY 4.9 MILES SW OF DANBURY, AND 7.3
 FZ1681'MILES NE OF KING.  TO REACH STATION FROM INTERSECTION OF NC 66 AND
 FZ1681'SR 2019 (FLAT SHOALS ROAD) NEAR THE COMMUNITY OF CAPELLA, PROCEED
 FZ1681'WESTERLY ALONG SR 2019 FOR 4.0 MILES TO STATION ON RIGHT, 0.25
 FZ1681'MILES EAST OF QUAKER GAP COMMUNITY CENTER, APPROXIMATELY 350 FEET
 FZ1681'WEST OF SIZEMORE ROAD AND NEAR THE NW CORNER OF YARD OF 2 STORY
 FZ1681'ASPHALT SHINGLED HOUSE OWNED BY BARLOW BOWMAN.
 FZ1681'
 FZ1681'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOWMAN
 FZ1681'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1681'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1681'
 FZ1681'MARK IS
 FZ1681'31.6 FEET SSE OF C/L OF SR 2019.
 FZ1681'29.8 FEET W OF C/L OF DRIVEWAY.
 FZ1681'5.4 FEET W OF TP W/PEDESTAL W/ALUMINUM REF. TAG.
 FZ1681'9.9 FEET N OF 12 INCH PINE W/ALUMINUM REF. TAG.
 FZ1681'26.9 FEET ENE OF 8 INCH PINE W/ALUMINUM REF. TAG.
 FZ1681'
 FZ1681'BOWMAN AZ. IS A NCGS BRASS DISK SET IN DRILL HOLE IN CONCRETE PORCH
 FZ1681'FLOOR.  TO REACH AZ. MARK FROM STATION, PROCEED WEST ALONG SR 2019
 FZ1681'FOR 0.25 MILES TO QUAKER GAP COMMUNITY CENTER AND MARK DRILLED IN
 FZ1681'SMALL PORCH AT FRONT ENTRANCE.
 FZ1681
 FZ1681                          STATION RECOVERY (1987)
 FZ1681
 FZ1681'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FZ1681'RECOVERED AS DESCRIBED.  BOWMAN AZIMUTH MARK WAS DESTROYED WHEN
 FZ1681'CONCRETE PORCH WAS REPLACED WITH BRICK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6497 ***********************************************************************
 EZ6497  DESIGNATION -  BOWMAN
 EZ6497  PID         -  EZ6497
 EZ6497  STATE/COUNTY-  NC/ORANGE
 EZ6497  USGS QUAD   -  WHITE CROSS (1981)
 EZ6497
 EZ6497                         *CURRENT SURVEY CONTROL
 EZ6497  ___________________________________________________________________
 EZ6497* NAD 83(2001)-  35 56 09.10669(N)    079 13 56.08239(W)     ADJUSTED  
 EZ6497* NAVD 88     -       160.0    (meters)     525.     (feet)  VERTCON   
 EZ6497  ___________________________________________________________________
 EZ6497  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 EZ6497  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 EZ6497  HORZ ORDER  -  SECOND
 EZ6497
 EZ6497.The horizontal coordinates were established by classical geodetic methods
 EZ6497.and adjusted by the National Geodetic Survey in August 2005.
 EZ6497
 EZ6497.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6497
 EZ6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6497
 EZ6497.The geoid height was determined by GEOID03.
 EZ6497
 EZ6497;                    North         East     Units Scale Factor Converg.
 EZ6497;SPC NC       -   242,509.035   588,645.400   MT  0.99994375   -0 08 02.6
 EZ6497;SPC NC       -   795,631.73  1,931,247.45   sFT  0.99994375   -0 08 02.6
 EZ6497;UTM  17      - 3,978,278.705   659,460.395   MT  0.99991333   +1 02 15.6
 EZ6497
 EZ6497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6497!SPC NC       -   0.99997969  x   0.99994375  =   0.99992344
 EZ6497!UTM  17      -   0.99997969  x   0.99991333  =   0.99989302
 EZ6497
 EZ6497                          SUPERSEDED SURVEY CONTROL
 EZ6497
 EZ6497  NAD 83(1986)-  35 56 09.10944(N)    079 13 56.09339(W) AD(       ) 2
 EZ6497  NGVD 29 (07/16/92)  160.2    (m)          526.     (f) VERT ANG    3  
 EZ6497
 EZ6497.Superseded values are not recommended for survey control.
 EZ6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6497.See file dsdata.txt to determine how the superseded data were derived.
 EZ6497
 EZ6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5946078279(NAD 83)
 EZ6497_MARKER: DE = TRAVERSE STATION DISK
 EZ6497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6497_STAMPING: BOWMAN 1983
 EZ6497_MARK LOGO: NCGS  
 EZ6497_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6497+STABILITY: SURFACE MOTION
 EZ6497
 EZ6497  HISTORY     - Date     Condition        Report By
 EZ6497  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6497  HISTORY     - 19951016 GOOD             NCGS
 EZ6497
 EZ6497                          STATION DESCRIPTION
 EZ6497
 EZ6497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6497'STATION IS LOCATED ABOUT 5.0 MILES EAST-SOUTHEAST OF SAXAPAHAW AND
 EZ6497'9.1 MILES WEST-NORTHWEST OF CARRBORO.
 EZ6497'
 EZ6497'ALONG NC 54 2.55 MILES EAST OF THE ORANGE-ALAMANCE COUNTY LINE, OR
 EZ6497'0.95 MILE WEST OF MORROW HILL ROAD (SR 1958), IN SHOULDER UNDER A
 EZ6497'TELEPHONE LINE CROSSING THE HIGHWAY.
 EZ6497'
 EZ6497'THE STATION IS A STANDARD NCGS DISK
 EZ6497'STAMPED---BOWMAN 1983---,
 EZ6497'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6497'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 EZ6497'10.5 METERS (34.3 FT) SOUTHWEST FROM CENTERLINE OF HIGHWAY,
 EZ6497'7.8 METERS (25.6 FT) EAST-NORTHEAST FROM EAST END OF CONCRETE
 EZ6497'DRAINAGE DITCH,
 EZ6497'38.3 METERS (125.8 FT) NORTHWEST FROM WEST END OF SOUTH HEADWALL OF
 EZ6497'HIGHWAY CULVERT--AND
 EZ6497'12.7 METERS (41.6 FT) NORTH-NORTHWEST OF TELEPHONE POLE AND
 EZ6497'9.3 METERS (30.5 FT) NORTH-NORTHEAST FROM 3 INCH MAPLE--BOTH WITH
 EZ6497'REFERENCE TAGS.
 EZ6497'
 EZ6497'MARK IN HIGHWAY SHOULDER.
 EZ6497
 EZ6497                          STATION RECOVERY (1995)
 EZ6497
 EZ6497'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ6497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3670 ***********************************************************************
 GA3670  DESIGNATION -  BOWMAN
 GA3670  PID         -  GA3670
 GA3670  STATE/COUNTY-  NC/MITCHELL
 GA3670  USGS QUAD   -  BAKERSVILLE (1978)
 GA3670
 GA3670                         *CURRENT SURVEY CONTROL
 GA3670  ___________________________________________________________________
 GA3670* NAD 83(2007)-  36 00 35.27114(N)    082 09 18.72900(W)     ADJUSTED  
 GA3670* NAVD 88     -       760.27   (meters)    2494.3    (feet)  LEVELING  
 GA3670  ___________________________________________________________________
 GA3670  EPOCH DATE  -        2002.00
 GA3670  X           -     705,101.350 (meters)                     COMP
 GA3670  Y           -  -5,117,604.105 (meters)                     COMP
 GA3670  Z           -   3,729,500.173 (meters)                     COMP
 GA3670  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 GA3670  ELLIP HEIGHT-         729.769 (meters)          (02/10/07) ADJUSTED
 GA3670  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 GA3670
 GA3670  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 GA3670  Type    PID    Designation                      North   East  Ellip
 GA3670  -------------------------------------------------------------------
 GA3670  NETWORK GA3670 BOWMAN                            0.25   0.22   0.76
 GA3670  -------------------------------------------------------------------
 GA3670  VERT ORDER  -  THIRD
 GA3670
 GA3670.The horizontal coordinates were established by GPS observations
 GA3670.and adjusted by the National Geodetic Survey in February 2007.
 GA3670
 GA3670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 GA3670.See www.ngs.noaa.gov/NationalReadjustment for more information.
 GA3670.The horizontal coordinates are valid at the epoch date displayed above.
 GA3670.The epoch date for horizontal control is a decimal equivalence
 GA3670.of Year/Month/Day.
 GA3670
 GA3670.The orthometric height was determined by differential leveling.
 GA3670.The vertical network tie was performed by a horz. field party for horz.
 GA3670.obs reductions. Reset procedures were used to establish the elevation.
 GA3670
 GA3670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GA3670
 GA3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3670
 GA3670.The ellipsoidal height was determined by GPS observations
 GA3670.and is referenced to NAD 83.
 GA3670
 GA3670.The geoid height was determined by GEOID03.
 GA3670
 GA3670;                    North         East     Units Scale Factor Converg.
 GA3670;SPC NC       -   255,207.705   325,210.988   MT  0.99995999   -1 49 15.9
 GA3670;SPC NC       -   837,293.95  1,066,963.05   sFT  0.99995999   -1 49 15.9
 GA3670;UTM  17      - 3,985,652.211   395,895.028   MT  0.99973354   -0 40 45.2
 GA3670
 GA3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3670!SPC NC       -   0.99988548  x   0.99995999  =   0.99984547
 GA3670!UTM  17      -   0.99988548  x   0.99973354  =   0.99961905
 GA3670
 GA3670:                Primary Azimuth Mark                     Grid Az
 GA3670:SPC NC       -  BAKERSVILLE BAP CHURCH SPIRE             328 15 35.2
 GA3670:UTM  17      -  BAKERSVILLE BAP CHURCH SPIRE             327 07 04.5
 GA3670
 GA3670|---------------------------------------------------------------------|
 GA3670| PID    Reference Object                     Distance      Geod. Az  |
 GA3670|                                                           dddmmss.s |
 GA3670| CS7437 BAKERSVILLE BAP CHURCH SPIRE                       3262619.3 |
 GA3670|---------------------------------------------------------------------|
 GA3670
 GA3670                          SUPERSEDED SURVEY CONTROL
 GA3670
 GA3670  NAD 83(2001)-  36 00 35.27132(N)    082 09 18.72897(W) AD(       ) 1
 GA3670  ELLIP H (03/13/03)  729.769  (m)                       GP(       ) 4 2
 GA3670  NAD 83(1986)-  36 00 35.27967(N)    082 09 18.73509(W) AD(       ) 1
 GA3670  NAD 83(1995)-  36 00 35.27367(N)    082 09 18.72808(W) AD(       ) 2
 GA3670  NAD 83(1993)-  36 00 35.28005(N)    082 09 18.73497(W) AD(       ) 2
 GA3670  NAD 83(1993)-  36 00 35.28000(N)    082 09 18.73498(W) AD(       ) 2
 GA3670  NAD 83(1986)-  36 00 35.27966(N)    082 09 18.73515(W) AD(       ) 2
 GA3670  NGVD 29 (02/22/93)  760.34   (m)         2494.5    (f) LEVELING    3  
 GA3670
 GA3670.Superseded values are not recommended for survey control.
 GA3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3670.See file dsdata.txt to determine how the superseded data were derived.
 GA3670
 GA3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9589585652(NAD 83)
 GA3670_MARKER: DH = HORIZONTAL CONTROL DISK
 GA3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3670_SP_SET: CONCRETE POST
 GA3670_STAMPING: BOWMAN 1981
 GA3670_MARK LOGO: NCGS  
 GA3670_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 GA3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3670+STABILITY: SURFACE MOTION
 GA3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GA3670+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1998
 GA3670
 GA3670  HISTORY     - Date     Condition        Report By
 GA3670  HISTORY     - 1981     MONUMENTED       NCGS
 GA3670  HISTORY     - 19941025 GOOD             NCGS
 GA3670  HISTORY     - 19980305 GOOD             NCGS
 GA3670  HISTORY     - 20050810 GOOD             STANTI
 GA3670
 GA3670                          STATION DESCRIPTION
 GA3670
 GA3670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 GA3670'THE STATION IS LOCATED IN BAKERSVILLE AT BOWMAN MIDDLE SCHOOL.
 GA3670'AT THE NORTHWEST CORNER OF THE FOOTBALL FIELD NEAR A LIGHT POLE, NEAR
 GA3670'THE GATE ENTRANCE OF A GRAVEL DRIVEWAY ON THE SOUTH SIDE OF THE
 GA3670'SOUTHWESTERN MOST BUILDING.
 GA3670'THE STATION IS A STANDARD NCGS DISK STAMPED---BOWMAN 1981---, SET INTO
 GA3670'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 GA3670'GROUND.  LOCATED 4.2 METERS (13.8 FT) SOUTH-SOUTHEAST OF AN 8-INCH BY
 GA3670'8-INCH WOOD POST, 20.2 METERS (66.2 FT) SOUTH-SOUTHWEST OF THE
 GA3670'SOUTHWEST CORNER OF THE CHIMNEY AT THE SOUTHWEST CORNER OF A BRICK
 GA3670'BUILDING, 23.7 METERS (77.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 GA3670'CONCRETE BLOCK CONCESSION STAND, 14.9 METERS (49.0 FT) EAST OF THE
 GA3670'SOUTHERN MOST GATE POST OF A CHAIN LINK FENCE, AND 4.0 METERS
 GA3670'(13.2 FT) NORTHWEST OF A LIGHT POLE WITH A REFERENCE TAG.
 GA3670
 GA3670                          STATION RECOVERY (1994)
 GA3670
 GA3670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 GA3670'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GA3670
 GA3670                          STATION RECOVERY (1998)
 GA3670
 GA3670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 GA3670'RECOVERED AS DESCRIBED.
 GA3670
 GA3670                          STATION RECOVERY (2005)
 GA3670
 GA3670'RECOVERY NOTE BY STANTEC CONSULTING INC. 2005 (MJW)
 GA3670'LIGHT POLE WITH REFERENCE TAG IS GONE.  MARK IS 16.75' EAST OF A METAL
 GA3670'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5366 ***********************************************************************
 FA5366  DESIGNATION -  BOWMAN
 FA5366  PID         -  FA5366
 FA5366  STATE/COUNTY-  NC/ALEXANDER
 FA5366  USGS QUAD   -  MILLERSVILLE (1970)
 FA5366
 FA5366                         *CURRENT SURVEY CONTROL
 FA5366  ___________________________________________________________________
 FA5366* NAD 83(2007)-  35 49 51.82864(N)    081 13 54.83628(W)     ADJUSTED  
 FA5366* NAVD 88     -       333.6    (meters)    1094.     (feet)  VERTCON   
 FA5366  ___________________________________________________________________
 FA5366  EPOCH DATE  -        2002.00
 FA5366  X           -     789,195.583 (meters)                     COMP
 FA5366  Y           -  -5,116,734.195 (meters)                     COMP
 FA5366  Z           -   3,713,186.951 (meters)                     COMP
 FA5366  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FA5366  ELLIP HEIGHT-         301.207 (meters)          (02/10/07) ADJUSTED
 FA5366  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 FA5366
 FA5366  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5366  Type    PID    Designation                      North   East  Ellip
 FA5366  -------------------------------------------------------------------
 FA5366  NETWORK FA5366 BOWMAN                            0.53   0.49   1.33
 FA5366  -------------------------------------------------------------------
 FA5366
 FA5366.The horizontal coordinates were established by GPS observations
 FA5366.and adjusted by the National Geodetic Survey in February 2007.
 FA5366
 FA5366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5366.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5366.The horizontal coordinates are valid at the epoch date displayed above.
 FA5366.The epoch date for horizontal control is a decimal equivalence
 FA5366.of Year/Month/Day.
 FA5366
 FA5366.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5366
 FA5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5366
 FA5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5366
 FA5366.The ellipsoidal height was determined by GPS observations
 FA5366.and is referenced to NAD 83.
 FA5366
 FA5366.The geoid height was determined by GEOID03.
 FA5366
 FA5366;                    North         East     Units Scale Factor Converg.
 FA5366;SPC NC       -   233,123.831   407,969.055   MT  0.99992360   -1 17 17.5
 FA5366;SPC NC       -   764,840.44  1,338,478.47   sFT  0.99992360   -1 17 17.5
 FA5366;UTM  17      - 3,965,236.005   479,054.994   MT  0.99960541   -0 08 08.7
 FA5366
 FA5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5366!SPC NC       -   0.99995273  x   0.99992360  =   0.99987633
 FA5366!UTM  17      -   0.99995273  x   0.99960541  =   0.99955816
 FA5366
 FA5366:                Primary Azimuth Mark                     Grid Az
 FA5366:SPC NC       -  BOWMAN AZ MK                             305 03 13.1
 FA5366:UTM  17      -  BOWMAN AZ MK                             303 54 04.3
 FA5366
 FA5366|---------------------------------------------------------------------|
 FA5366| PID    Reference Object                     Distance      Geod. Az  |
 FA5366|                                                           dddmmss.s |
 FA5366| FA5367 BOWMAN AZ MK                        APPROX. 0.9 KM 3034555.6 |
 FA5366|---------------------------------------------------------------------|
 FA5366
 FA5366                          SUPERSEDED SURVEY CONTROL
 FA5366
 FA5366  NAD 83(2001)-  35 49 51.82884(N)    081 13 54.83617(W) AD(       ) 1
 FA5366  ELLIP H (03/13/03)  301.199  (m)                       GP(       ) 4 2
 FA5366  NAD 83(1986)-  35 49 51.83474(N)    081 13 54.84102(W) AD(       ) 1
 FA5366  NGVD 29 (11/04/93)  333.8    (m)         1095.     (f) GPS OBS     3  
 FA5366
 FA5366.Superseded values are not recommended for survey control.
 FA5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5366.See file dsdata.txt to determine how the superseded data were derived.
 FA5366
 FA5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7905565236(NAD 83)
 FA5366_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5366_SP_SET: CONCRETE POST
 FA5366_STAMPING: BOWMAN 1991
 FA5366_MARK LOGO: NCGS  
 FA5366_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5366+STABILITY: SURFACE MOTION
 FA5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5366+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5366
 FA5366  HISTORY     - Date     Condition        Report By
 FA5366  HISTORY     - 1991     MONUMENTED       NCGS
 FA5366
 FA5366                          STATION DESCRIPTION
 FA5366
 FA5366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5366'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF TAYLORSVILLE
 FA5366'AND 3.1 MI (5.0 KM) WEST-SOUTHWEST OF MILLERSVILLE.
 FA5366'PROCEED ALONG NC 16 FOR 1.35 MI (2.17 KM) NORTH FROM THE CATAWBA RIVER
 FA5366'BRIDGE (ALEXANDER-CATAWBA COUNTY LINE), THENCE WEST ALONG SR 1134
 FA5366'(FRIENDSHIP CHURCH ROAD) FOR 0.95 MI (1.53 KM), THENCE SOUTH ALONG
 FA5366'SR 1135 (WAYSIDE CHURCH ROAD) FOR 0.35 MI (0.56 KM), THENCE WEST
 FA5366'ALONG SR 1137 (RINK DAM ROAD) FOR 1.85 MI (2.98 KM), THENCE
 FA5366'SOUTHWEST ALONG SR 1124 (CHURCH ROAD) FOR 0.15 MI (0.24 KM), TO
 FA5366'STATION, ON THE SOUTH SIDE OF THE ROAD.
 FA5366'MARK IS LEVEL WITH ROAD AND IS FLUSH WITH GROUND. LOCATED 9.15 M
 FA5366'(30.02 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1124 (CHURCH ROAD)
 FA5366', 69.85 M (229.17 FT) EAST OF NORTH END OF CULVERT UNDER ROAD, 41.80
 FA5366'M (137.14 FT) SOUTHWEST OF A TELEPHONE PEDESTAL--AND 75.25 M
 FA5366'(246.88 FT) EAST-NORTHEAST OF A POWER POLE, 37.60 M (123.36 FT)
 FA5366'SOUTH-SOUTHWEST OF A BRACE POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1682 ***********************************************************************
 FZ1682  DESIGNATION -  BOWMAN AZ MK
 FZ1682  PID         -  FZ1682
 FZ1682  STATE/COUNTY-  NC/STOKES
 FZ1682  USGS QUAD   -  KING (1986)
 FZ1682
 FZ1682                         *CURRENT SURVEY CONTROL
 FZ1682  ___________________________________________________________________
 FZ1682* NAD 83(2001)-  36 21 26.69676(N)    080 16 08.09578(W)     ADJUSTED  
 FZ1682* NAVD 88     -       298.     (meters)     978.     (feet)  VERTCON   
 FZ1682  ___________________________________________________________________
 FZ1682  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 FZ1682  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 FZ1682  HORZ ORDER  -  SECOND
 FZ1682
 FZ1682.The horizontal coordinates were established by classical geodetic methods
 FZ1682.and adjusted by the National Geodetic Survey in August 2005.
 FZ1682
 FZ1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1682
 FZ1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1682
 FZ1682.The geoid height was determined by GEOID03.
 FZ1682
 FZ1682;                    North         East     Units Scale Factor Converg.
 FZ1682;SPC NC       -   289,988.534   495,706.006   MT  1.00005882   -0 43 56.6
 FZ1682;SPC NC       -   951,404.05  1,626,328.79   sFT  1.00005882   -0 43 56.6
 FZ1682;UTM  17      - 4,023,840.361   565,592.837   MT  0.99965301   +0 26 00.3
 FZ1682
 FZ1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1682!SPC NC       -   0.99995849  x   1.00005882  =   1.00001730
 FZ1682!UTM  17      -   0.99995849  x   0.99965301  =   0.99961151
 FZ1682
 FZ1682                          SUPERSEDED SURVEY CONTROL
 FZ1682
 FZ1682  NAD 83(1993)-  36 21 26.70582(N)    080 16 08.10434(W) AD(       ) 2
 FZ1682  NAD 83(1986)-  36 21 26.70738(N)    080 16 08.10334(W) AD(       ) 2
 FZ1682  NAD 27      -  36 21 26.20007(N)    080 16 08.91770(W) AD(       ) 2
 FZ1682  NGVD 29 (07/19/86)  298.     (m)          978.     (f) VERT ANG    3  
 FZ1682
 FZ1682.Superseded values are not recommended for survey control.
 FZ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1682.See file dsdata.txt to determine how the superseded data were derived.
 FZ1682
 FZ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6559323840(NAD 83)
 FZ1682_MARKER: DD = SURVEY DISK
 FZ1682_SETTING: 0 = UNSPECIFIED SETTING
 FZ1682_STAMPING: BOWMAN 1973
 FZ1682_MARK LOGO: NCGS  
 FZ1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1682
 FZ1682  HISTORY     - Date     Condition        Report By
 FZ1682  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1682
 FZ1682                          STATION DESCRIPTION
 FZ1682
 FZ1682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973
 FZ1682'BOWMAN AZ MK IS LOCATED APPROXIMATELY 4.9 MILES SW OF DANBURY,
 FZ1682'AND 7.3 MILES NE OF KING.  TO REACH STATION FROM INTERSECTION OF
 FZ1682'NC 66 AND SR 2019 (FLAT SHOALS ROAD) NEAR THE COMMUNITY OF CAPELLA,
 FZ1682'PROCEED WESTERLY ALONG SR 2019 FOR 4.0 MILES TO BOWMAN ON RIGHT, 0.25
 FZ1682'MILES EAST OF QUAKER GAP COMMUNITY CENTER, APPROXIMATELY 350 FEET
 FZ1682'WEST OF SIZEMORE ROAD AND NEAR THE NW CORNER OF YARD OF 2 STORY
 FZ1682'ASPHALT SHINGLED HOUSE OWNED BY BARLOW BOWMAN.  CONTINUE WESTERLY
 FZ1682'ALONG SR 2019 FOR 0.25 MILES TO QUAKER GAP COMMUNITY CENTER AND
 FZ1682'MARK DRILLED IN SMALL PORCH AT FRONT ENTRANCE.
 FZ1682'
 FZ1682'BOWMAN AZ. IS A NCGS BRASS DISK SET IN DRILL HOLE IN CONCRETE PORCH
 FZ1682'FLOOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5367 ***********************************************************************
 FA5367  DESIGNATION -  BOWMAN AZ MK
 FA5367  PID         -  FA5367
 FA5367  STATE/COUNTY-  NC/ALEXANDER
 FA5367  USGS QUAD   -  MILLERSVILLE (1970)
 FA5367
 FA5367                         *CURRENT SURVEY CONTROL
 FA5367  ___________________________________________________________________
 FA5367* NAD 83(2007)-  35 50 07.15899(N)    081 14 22.99731(W)     ADJUSTED  
 FA5367* NAVD 88     -       326.0    (meters)    1070.     (feet)  VERTCON   
 FA5367  ___________________________________________________________________
 FA5367  EPOCH DATE  -        2002.00
 FA5367  X           -     788,453.930 (meters)                     COMP
 FA5367  Y           -  -5,116,562.423 (meters)                     COMP
 FA5367  Z           -   3,713,565.598 (meters)                     COMP
 FA5367  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA5367  ELLIP HEIGHT-         293.628 (meters)          (02/10/07) ADJUSTED
 FA5367  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 FA5367
 FA5367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5367  Type    PID    Designation                      North   East  Ellip
 FA5367  -------------------------------------------------------------------
 FA5367  NETWORK FA5367 BOWMAN AZ MK                      0.51   0.49   1.29
 FA5367  -------------------------------------------------------------------
 FA5367
 FA5367.The horizontal coordinates were established by GPS observations
 FA5367.and adjusted by the National Geodetic Survey in February 2007.
 FA5367
 FA5367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5367.The horizontal coordinates are valid at the epoch date displayed above.
 FA5367.The epoch date for horizontal control is a decimal equivalence
 FA5367.of Year/Month/Day.
 FA5367
 FA5367.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5367
 FA5367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5367
 FA5367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5367
 FA5367.The ellipsoidal height was determined by GPS observations
 FA5367.and is referenced to NAD 83.
 FA5367
 FA5367.The geoid height was determined by GEOID03.
 FA5367
 FA5367;                    North         East     Units Scale Factor Converg.
 FA5367;SPC NC       -   233,612.090   407,273.139   MT  0.99992435   -1 17 33.7
 FA5367;SPC NC       -   766,442.33  1,336,195.29   sFT  0.99992435   -1 17 33.7
 FA5367;UTM  17      - 3,965,710.017   478,349.624   MT  0.99960578   -0 08 25.3
 FA5367
 FA5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5367!SPC NC       -   0.99995392  x   0.99992435  =   0.99987827
 FA5367!UTM  17      -   0.99995392  x   0.99960578  =   0.99955971
 FA5367
 FA5367:                Primary Azimuth Mark                     Grid Az
 FA5367:SPC NC       -  BOWMAN                                   125 03 12.8
 FA5367:UTM  17      -  BOWMAN                                   123 54 04.4
 FA5367
 FA5367|---------------------------------------------------------------------|
 FA5367| PID    Reference Object                     Distance      Geod. Az  |
 FA5367|                                                           dddmmss.s |
 FA5367| FA5366 BOWMAN                              APPROX. 0.9 KM 1234539.1 |
 FA5367|---------------------------------------------------------------------|
 FA5367
 FA5367                          SUPERSEDED SURVEY CONTROL
 FA5367
 FA5367  NAD 83(2001)-  35 50 07.15919(N)    081 14 22.99720(W) AD(       ) 1
 FA5367  ELLIP H (03/13/03)  293.619  (m)                       GP(       ) 4 2
 FA5367  NAD 83(1986)-  35 50 07.16499(N)    081 14 23.00201(W) AD(       ) 1
 FA5367  NGVD 29 (11/04/93)  326.2    (m)         1070.     (f) GPS OBS     3  
 FA5367
 FA5367.Superseded values are not recommended for survey control.
 FA5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5367.See file dsdata.txt to determine how the superseded data were derived.
 FA5367
 FA5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7835065710(NAD 83)
 FA5367_MARKER: DZ = AZIMUTH MARK DISK
 FA5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5367_SP_SET: CONCRETE POST
 FA5367_STAMPING: BOWMAN 1991
 FA5367_MARK LOGO: NCGS  
 FA5367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5367+STABILITY: SURFACE MOTION
 FA5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5367+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5367
 FA5367  HISTORY     - Date     Condition        Report By
 FA5367  HISTORY     - 1991     MONUMENTED       NCGS
 FA5367
 FA5367                          STATION DESCRIPTION
 FA5367
 FA5367'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5367'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF TAYLORSVILLE
 FA5367'AND 3.4 MI (5.5 KM) WEST-SOUTHWEST OF MILLERSVILLE.
 FA5367'PROCEED ALONG NC 16 FOR 1.35 MI (2.17 KM) NORTH FROM THE CATAWBA RIVER
 FA5367'BRIDGE (ALEXANDER-CATAWBA COUNTY LINE), THENCE WEST ALONG SR 1134
 FA5367'(FRIENDSHIP CHURCH ROAD) FOR 0.95 MI (1.53 KM) TO SR 1135 (WAYSIDE
 FA5367'CHURCH ROAD), THENCE SOUTH ALONG SR 1135 FOR 0.35 MI (0.56 KM) TO SR
 FA5367'1137 (RINK DAM ROAD), THENCE WEST ALONG SR 1137 FOR 2.45 MI
 FA5367'(3.94 KM) TO STATION IN THE NORTHEAST CORNER OF A YARD OF A MOBILE
 FA5367'HOME, ON THE SOUTH SIDE OF THE ROAD, OR 0.6 MI (1.0 KM) WEST OF SR
 FA5367'1124 (CHURCH ROAD) CROSSROADS.
 FA5367'MARK IS LEVEL WITH ROAD AND IS RECESSED 1 INCH BELOW GROUND. LOCATED
 FA5367'7.95 M (26.08 FT) SOUTHWEST OF THE CENTERLINE OF SR 1137, 12.15 M
 FA5367'(39.86 FT) NORTHWEST OF THE WEST END OF CULVERT UNDER ROAD, 52.35 M
 FA5367'(171.75 FT) NORTHEAST OF NORTHEAST CORNER OF THE HOME, 42.80 M
 FA5367'(140.42 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, AND 19.30 M
 FA5367'(63.32 FT) SOUTHEAST OF A SERVICE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7097 ***********************************************************************
 AE7097  DESIGNATION -  BOWMAN TRUCK TANK
 AE7097  PID         -  AE7097
 AE7097  STATE/COUNTY-  NC/MECKLENBURG
 AE7097  USGS QUAD   -  DERITA (1993)
 AE7097
 AE7097                         *CURRENT SURVEY CONTROL
 AE7097  ___________________________________________________________________
 AE7097* NAD 83(2001)-  35 20 49.79048(N)    080 50 18.22814(W)     ADJUSTED  
 AE7097* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AE7097  ___________________________________________________________________
 AE7097  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AE7097  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AE7097  HORZ ORDER  -  THIRD
 AE7097
 AE7097.The horizontal coordinates were established by classical geodetic methods
 AE7097.and adjusted by the National Geodetic Survey in August 2005.
 AE7097
 AE7097.The orthometric height was scaled from a topographic map.
 AE7097
 AE7097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7097
 AE7097.The geoid height was determined by GEOID03.
 AE7097
 AE7097;                    North         East     Units Scale Factor Converg.
 AE7097;SPC NC       -   178,720.650   442,519.859   MT  0.99987397   -1 03 39.8
 AE7097;SPC NC       -   586,352.67  1,451,833.90   sFT  0.99987397   -1 03 39.8
 AE7097;UTM  17      - 3,911,555.320   514,684.020   MT  0.99960266   +0 05 36.6
 AE7097
 AE7097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7097!SPC NC       -   1.00000484  x   0.99987397  =   0.99987881
 AE7097!UTM  17      -   1.00000484  x   0.99960266  =   0.99960750
 AE7097
 AE7097                          SUPERSEDED SURVEY CONTROL
 AE7097
 AE7097  NAD 83(1986)-  35 20 49.80939(N)    080 50 18.23279(W) AD(       ) 4
 AE7097
 AE7097.Superseded values are not recommended for survey control.
 AE7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7097.See file dsdata.txt to determine how the superseded data were derived.
 AE7097
 AE7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1468411555(NAD 83)
 AE7097_MARKER: 51 = TANK
 AE7097_MARK LOGO: NCGS  
 AE7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7097+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 AE7097
 AE7097  HISTORY     - Date     Condition        Report By
 AE7097  HISTORY     - 1987     FIRST OBSERVED   NCGS
 AE7097  HISTORY     - 20050720 GOOD             USPSQD
 AE7097
 AE7097                          STATION DESCRIPTION
 AE7097
 AE7097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7097'STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTH OF HUNTERSVILLE, AND
 AE7097'7.24 KM (4.50 MI) NORTHWEST OF DERITA. ALONG W.T. HARRIS BOULEVARD FOR
 AE7097'0.97 KM (0.60 MI) EAST FROM THE I-77 UNDERPASS, THENCE ALONG REAMS
 AE7097'ROAD FOR 0.16 KM (0.10 MI) TO THE ENTRANCE TO--BOWMAN TRUCKING
 AE7097'COMPANY--. TANK IS OVAL SHAPED WITH 4 LEGS AND A STANDPIPE. POINT
 AE7097'INTERSECTED WAS CAP ON TOP.
 AE7097
 AE7097                          STATION RECOVERY (2005)
 AE7097
 AE7097'RECOVERY NOTE BY US POWER SQUADRON 2005
 AE7097'TANK IS SILVER WITH ESTES ON SIDE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3797 ***********************************************************************
 EB3797  DESIGNATION -  BOWMORE
 EB3797  PID         -  EB3797
 EB3797  STATE/COUNTY-  NC/HOKE
 EB3797  USGS QUAD   -  WAGRAM (1982)
 EB3797
 EB3797                         *CURRENT SURVEY CONTROL
 EB3797  ___________________________________________________________________
 EB3797* NAD 83(2001)-  34 56 42.08197(N)    079 17 55.69226(W)     ADJUSTED  
 EB3797* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 EB3797  ___________________________________________________________________
 EB3797  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 EB3797  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 EB3797  HORZ ORDER  -  SECOND
 EB3797
 EB3797.The horizontal coordinates were established by classical geodetic methods
 EB3797.and adjusted by the National Geodetic Survey in August 2005.
 EB3797
 EB3797.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3797
 EB3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3797
 EB3797.The geoid height was determined by GEOID03.
 EB3797
 EB3797;                    North         East     Units Scale Factor Converg.
 EB3797;SPC NC       -   132,605.239   582,308.902   MT  0.99988684   -0 10 20.9
 EB3797;SPC NC       -   435,055.69  1,910,458.46   sFT  0.99988684   -0 10 20.9
 EB3797;UTM  17      - 3,868,267.562   655,348.677   MT  0.99989744   +0 58 28.6
 EB3797
 EB3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3797!SPC NC       -   0.99999258  x   0.99988684  =   0.99987942
 EB3797!UTM  17      -   0.99999258  x   0.99989744  =   0.99989002
 EB3797
 EB3797                          SUPERSEDED SURVEY CONTROL
 EB3797
 EB3797  NAD 83(1986)-  34 56 42.09393(N)    079 17 55.69577(W) AD(       ) 2
 EB3797  NGVD 29 (04/22/91)   80.1    (m)          263.     (f) VERT ANG    3  
 EB3797
 EB3797.Superseded values are not recommended for survey control.
 EB3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3797.See file dsdata.txt to determine how the superseded data were derived.
 EB3797
 EB3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5534968268(NAD 83)
 EB3797_MARKER: DE = TRAVERSE STATION DISK
 EB3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3797_STAMPING: BOWMORE 1978
 EB3797_MARK LOGO: NCGS  
 EB3797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3797+STABILITY: SURFACE MOTION
 EB3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3797+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993
 EB3797
 EB3797  HISTORY     - Date     Condition        Report By
 EB3797  HISTORY     - 1978     MONUMENTED       NCGS
 EB3797  HISTORY     - 1985     GOOD             USPSQD
 EB3797  HISTORY     - 19930908 GOOD             NCGS
 EB3797
 EB3797                          STATION DESCRIPTION
 EB3797
 EB3797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB3797'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES WEST-SOUTHWEST OF
 EB3797'RAEFORD AND 5.4 MILES NORTHEAST OF WAGRAM
 EB3797'
 EB3797'TO REACH STATION FROM US 401 BUSINESS WITH US 401 BYPASS AT WEST EDGE
 EB3797'OF RAEFORD, PROCEED SOUTHWEST ALONG US 401 FOR 4.05 MILES TO STATION
 EB3797'IN RIGHT ROAD SHOULDER APPROXIMATELY 400 FEET EAST OF A UNION 76 STORE
 EB3797'AND 0.1 MILE NORTHEAST OF SR 1205 INTERSECTION.
 EB3797'
 EB3797'STATION MARK IS A STANDARD DISK STAMPED---BOWMORE 1978---SET IN TOP
 EB3797'OF A 9 INCH CONCRETE CYLINDER. THE MARK IS 24.5 FEET NORTH-NORTHWEST
 EB3797'OF CENTERLINE OF HIGHWAY AND 3.4 FEET EAST OF METAL WITNESS POST,
 EB3797'3.5 FEET SOUTH OF METAL WITNESS POST AND 61.8 FEET SOUTH-SOUTHWEST OF
 EB3797'POWER POLE ALL WITH REFERENCE TAGS.
 EB3797
 EB3797                          STATION RECOVERY (1985)
 EB3797
 EB3797'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB3797'RECOVERED IN GOOD CONDITION.
 EB3797
 EB3797                          STATION RECOVERY (1993)
 EB3797
 EB3797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EB3797'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8470 ***********************************************************************
 AF8470  DESIGNATION -  BOWSER
 AF8470  PID         -  AF8470
 AF8470  STATE/COUNTY-  NC/NORTHAMPTON
 AF8470  USGS QUAD   -  WOODLAND (1977)
 AF8470
 AF8470                         *CURRENT SURVEY CONTROL
 AF8470  ___________________________________________________________________
 AF8470* NAD 83(2001)-  36 16 12.84354(N)    077 14 58.26452(W)     ADJUSTED  
 AF8470* NAVD 88     -        21.2    (meters)      70.     (feet)  VERT ANG  
 AF8470  ___________________________________________________________________
 AF8470  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AF8470  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AF8470  HORZ ORDER  -  SECOND
 AF8470
 AF8470.The horizontal coordinates were established by classical geodetic methods
 AF8470.and adjusted by the National Geodetic Survey in August 2005.
 AF8470
 AF8470.The orthometric height was determined by vertical angle observations.
 AF8470
 AF8470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8470
 AF8470.The geoid height was determined by GEOID03.
 AF8470
 AF8470;                    North         East     Units Scale Factor Converg.
 AF8470;SPC NC       -   280,972.881   766,887.571   MT  1.00003055   +1 00 37.2
 AF8470;SPC NC       -   921,825.19  2,516,030.31   sFT  1.00003055   +1 00 37.2
 AF8470;UTM  18      - 4,016,269.441   297,934.537   MT  1.00010310   -1 19 52.5
 AF8470
 AF8470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8470!SPC NC       -   1.00000214  x   1.00003055  =   1.00003269
 AF8470!UTM  18      -   1.00000214  x   1.00010310  =   1.00010524
 AF8470
 AF8470                          SUPERSEDED SURVEY CONTROL
 AF8470
 AF8470  NAD 83(1986)-  36 16 12.85062(N)    077 14 58.27771(W) AD(       ) 2
 AF8470
 AF8470.Superseded values are not recommended for survey control.
 AF8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8470.See file dsdata.txt to determine how the superseded data were derived.
 AF8470
 AF8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9793516269(NAD 83)
 AF8470_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8470_STAMPING: BOWSER 1987
 AF8470_MARK LOGO: NCGS  
 AF8470_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8470+STABILITY: SURFACE MOTION
 AF8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8470+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8470
 AF8470  HISTORY     - Date     Condition        Report By
 AF8470  HISTORY     - 1987     MONUMENTED       NCGS
 AF8470
 AF8470                          STATION DESCRIPTION
 AF8470
 AF8470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8470'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF RICH SQUARE. ALONG NC
 AF8470'305-NC 561 (JACKSON STREET) FOR 2.0 MI (3.2 KM) EAST FROM US 258 (MAIN
 AF8470'STREET) IN RICH SQUARE, IN NORTH SHOULDER OF HIGHWAY. MARK IS RECESSED
 AF8470'5 INCHES BELOW GROUND AND 1 FOOT (0.3 M) LOWER THAN HIGHWAY. LOCATED
 AF8470'17.8 FT (5.4 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 177.0 FT (53.9
 AF8470'M) WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY AT A DRIVE SOUTH, 92.3
 AF8470'FT (28.1 M) NORTHWEST OF THE SOUTH END OF A HIGHWAY CULVERT--AND 22.0
 AF8470'FT (6.7 M) SOUTH OF A 12-INCH PINE, 45.0 FT (13.7 M) SOUTHEAST OF A
 AF8470'POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0989 ***********************************************************************
 EA0989  DESIGNATION -  BOX
 EA0989  PID         -  EA0989
 EA0989  STATE/COUNTY-  NC/PENDER
 EA0989  USGS QUAD   -  STAG PARK (1981)
 EA0989
 EA0989                         *CURRENT SURVEY CONTROL
 EA0989  ___________________________________________________________________
 EA0989* NAD 83(2001)-  34 36 22.71770(N)    077 50 33.90470(W)     ADJUSTED  
 EA0989* NAVD 88     -         4.571  (meters)      15.00   (feet)  ADJUSTED  
 EA0989  ___________________________________________________________________
 EA0989  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 EA0989  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 EA0989  DYNAMIC HT  -           4.566 (meters)      14.98  (feet)  COMP
 EA0989  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EA0989
 EA0989  HORZ ORDER  -  SECOND
 EA0989  VERT ORDER  -  SECOND    CLASS II
 EA0989
 EA0989.The horizontal coordinates were established by classical geodetic methods
 EA0989.and adjusted by the National Geodetic Survey in August 2005.
 EA0989
 EA0989.The orthometric height was determined by differential leveling
 EA0989.and adjusted in June 1991.
 EA0989
 EA0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0989
 EA0989.The geoid height was determined by GEOID03.
 EA0989
 EA0989.The dynamic height is computed by dividing the NAVD 88
 EA0989.geopotential number by the normal gravity value computed on the
 EA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0989.degrees latitude (g = 980.6199 gals.).
 EA0989
 EA0989.The modeled gravity was interpolated from observed gravity values.
 EA0989
 EA0989;                    North         East     Units Scale Factor Converg.
 EA0989;SPC NC       -    95,610.719   715,738.578   MT  0.99993559   +0 40 04.5
 EA0989;SPC NC       -   313,682.83  2,348,218.98   sFT  0.99993559   +0 40 04.5
 EA0989;UTM  18      - 3,833,060.361   239,319.677   MT  1.00043767   -1 36 55.5
 EA0989
 EA0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0989!SPC NC       -   1.00000503  x   0.99993559  =   0.99994062
 EA0989!UTM  18      -   1.00000503  x   1.00043767  =   1.00044270
 EA0989
 EA0989:                Primary Azimuth Mark                     Grid Az
 EA0989:SPC NC       -  BROWN                                    049 57 34.8
 EA0989:UTM  18      -  BROWN                                    052 14 34.8
 EA0989
 EA0989|---------------------------------------------------------------------|
 EA0989| PID    Reference Object                     Distance      Geod. Az  |
 EA0989|                                                           dddmmss.s |
 EA0989| EA0990 BROWN                               APPROX. 0.8 KM 0503739.3 |
 EA0989| EA0988 BLACK                               307.669 METERS 25657     |
 EA0989|---------------------------------------------------------------------|
 EA0989
 EA0989                          SUPERSEDED SURVEY CONTROL
 EA0989
 EA0989  NAD 83(1986)-  34 36 22.72585(N)    077 50 33.91914(W) AD(       ) 2
 EA0989  NAD 27      -  34 36 22.12692(N)    077 50 34.97118(W) AD(       ) 2
 EA0989  NGVD 29 (??/??/92)    4.867  (m)           15.97   (f) ADJ UNCH    2 2
 EA0989
 EA0989.Superseded values are not recommended for survey control.
 EA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0989.See file dsdata.txt to determine how the superseded data were derived.
 EA0989
 EA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3932033060(NAD 83)
 EA0989_MARKER: DD = SURVEY DISK
 EA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0989_STAMPING: BOX 1974
 EA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0989+STABILITY: SURFACE MOTION
 EA0989
 EA0989  HISTORY     - Date     Condition        Report By
 EA0989  HISTORY     - 1974     MONUMENTED       NCGS
 EA0989  HISTORY     - 1975     GOOD             NCGS
 EA0989
 EA0989                          STATION DESCRIPTION
 EA0989
 EA0989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0989'BOX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0989'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0989'
 EA0989'BOX IS LOCATED APPROXIMATELY 6.0 MILES NORTHEAST OF BURGAW.  TO
 EA0989'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53
 EA0989'AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR
 EA0989'6.0 MILES TO STATION ON RIGHT IN SOUTH SHOULDER AT A CULVERT
 EA0989'HEADWALL, 0.8 MILE SOUTHWEST OF INTERSECTION WITH SR 1318, AND
 EA0989'2.1 MILES NORTHEAST OF A BRIDGE OVER CAPE FEAR RIVER.
 EA0989'
 EA0989'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOX
 EA0989'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EA0989'7 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0989'
 EA0989'MARK IS 17.3 FT SE OF C/L OF NC 53
 EA0989'
 EA0989'71.2 FT S OF PP WITH ALUMINUM REF. TAG
 EA0989'
 EA0989'21.7 FT N OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG
 EA0989'
 EA0989'41.5 FT NW OF SUPPORT POLE WITH ALUMINUM REF. TAG
 EA0989'
 EA0989'58.1 FT NE OF TELEPHONE PEDESTAL
 EA0989'
 EA0989'9.5 FT N OF SOUTH END OF CULVERT
 EA0989
 EA0989                          STATION RECOVERY (1975)
 EA0989
 EA0989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0989'6.0 MI NE FROM BURGAW.
 EA0989'TO REACH STATION FROM THE INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0989'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.0 MILES
 EA0989'TO STATION ON RIGHT IN SOUTH SHOULDER AT A CULVERT HEADWALL, 0.8 MILE
 EA0989'SOUTHWEST OF INTERSECTION WITH SR 1318, AND 2.1 MILES NORTHEAST OF A
 EA0989'BRIDGE OVER CAPE FEAR RIVER.  17.3 FT. SE OF C/L OF NC 53, 71.2 FT. S
 EA0989'OF PP WITH ALUMINUM REF. TAG, 21.7 FT. N OF UNDERGROUND CABLE WARNING
 EA0989'POST WITH ALUMINUM REF. TAG, 41.5 FT. NW OF SUPPORT POLE WITH ALUMINUM
 EA0989'REF. TAG, 58.1 FT. NE OF TELEPHONE PEDESTAL, AND 9.5 FT. N OF S END OF
 EA0989'CULVERT.  DISK IS SET IN CONCRETE CYLINDER, 7 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0301 ***********************************************************************
 EZ0301  DESIGNATION -  BOX
 EZ0301  PID         -  EZ0301
 EZ0301  STATE/COUNTY-  NC/WAYNE
 EZ0301  USGS QUAD   -  GRANTHAM (1974)
 EZ0301
 EZ0301                         *CURRENT SURVEY CONTROL
 EZ0301  ___________________________________________________________________
 EZ0301* NAD 83(2001)-  35 17 31.69752(N)    078 14 10.14645(W)     ADJUSTED  
 EZ0301* NAVD 88     -        53.892  (meters)     176.81   (feet)  ADJUSTED  
 EZ0301  ___________________________________________________________________
 EZ0301  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 EZ0301  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EZ0301  DYNAMIC HT  -          53.844 (meters)     176.65  (feet)  COMP
 EZ0301  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 EZ0301
 EZ0301  HORZ ORDER  -  SECOND
 EZ0301  VERT ORDER  -  SECOND    CLASS II
 EZ0301
 EZ0301.The horizontal coordinates were established by classical geodetic methods
 EZ0301.and adjusted by the National Geodetic Survey in August 2005.
 EZ0301
 EZ0301.The orthometric height was determined by differential leveling
 EZ0301.and adjusted in June 1991.
 EZ0301
 EZ0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0301
 EZ0301.The geoid height was determined by GEOID03.
 EZ0301
 EZ0301.The dynamic height is computed by dividing the NAVD 88
 EZ0301.geopotential number by the normal gravity value computed on the
 EZ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0301.degrees latitude (g = 980.6199 gals.).
 EZ0301
 EZ0301.The modeled gravity was interpolated from observed gravity values.
 EZ0301
 EZ0301;                    North         East     Units Scale Factor Converg.
 EZ0301;SPC NC       -   171,336.642   679,073.266   MT  0.99987284   +0 26 27.1
 EZ0301;SPC NC       -   562,126.97  2,227,926.21   sFT  0.99987284   +0 26 27.1
 EZ0301;UTM  17      - 3,908,944.796   751,338.739   MT  1.00037858   +1 35 51.5
 EZ0301
 EZ0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0301!SPC NC       -   0.99999695  x   0.99987284  =   0.99986979
 EZ0301!UTM  17      -   0.99999695  x   1.00037858  =   1.00037553
 EZ0301
 EZ0301|---------------------------------------------------------------------|
 EZ0301| PID    Reference Object                     Distance      Geod. Az  |
 EZ0301|                                                           dddmmss.s |
 EZ0301| EZ0300 CACTUS                              399.073 METERS 06750     |
 EZ0301|---------------------------------------------------------------------|
 EZ0301
 EZ0301                          SUPERSEDED SURVEY CONTROL
 EZ0301
 EZ0301  NAD 83(1986)-  35 17 31.70575(N)    078 14 10.15234(W) AD(       ) 2
 EZ0301  NAD 27      -  35 17 31.11517(N)    078 14 11.16379(W) AD(       ) 2
 EZ0301  NGVD 29 (??/??/92)   54.189  (m)          177.79   (f) ADJ UNCH    2 2
 EZ0301
 EZ0301.Superseded values are not recommended for survey control.
 EZ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0301.See file dsdata.txt to determine how the superseded data were derived.
 EZ0301
 EZ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5133908945(NAD 83)
 EZ0301_MARKER: DE = TRAVERSE STATION DISK
 EZ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0301_STAMPING: BOX 1973
 EZ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0301+STABILITY: SURFACE MOTION
 EZ0301
 EZ0301  HISTORY     - Date     Condition        Report By
 EZ0301  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0301  HISTORY     - 1973     GOOD             NCGS
 EZ0301
 EZ0301                          STATION DESCRIPTION
 EZ0301
 EZ0301'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0301'BOX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0301'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0301'
 EZ0301'BOX IS LOCATED APPROXIMATELY 7.4 MILES ENE OF NEWTON GROVE AND 15.1
 EZ0301'MILES WSW OF GOLDSBORO.  TO REACH STATION FROM THE TRAFFIC CIRCLE AT
 EZ0301'NEWTON GROVE, PROCEED EASTERLY ALONG US 13 FOR 7.7 MILES TO STATION
 EZ0301'ON THE RIGHT IN SOUTH SHOULDER NEAR TELEPHONE JUNCTION BOX NO.
 EZ0301'165, AND 0.05 MILE WEST OF INTERSECTION WITH SR 1205.
 EZ0301'
 EZ0301'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOX
 EZ0301'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 8
 EZ0301'INCHES BELOW THE GROUND.
 EZ0301'
 EZ0301'MARK IS
 EZ0301'15.7 FEET SSE OF C/L OF US 13.
 EZ0301'203.4 FEET WSW OF C/L OF INTERSECTION OF US 13 AND SR 1205.
 EZ0301'41.8 FEET NE OF TELEPHONE JUNCTION BOX NO. 165.
 EZ0301'55.6 FEET WNW OF PP WITH ALUMINUM REF. TAG.
 EZ0301'68.0 FEET SW OF 4X4 ROAD SIGN POST WITH ALUMINUM REF. TAG.
 EZ0301
 EZ0301                          STATION RECOVERY (1973)
 EZ0301
 EZ0301'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0301'7.4 MI ENE FROM NEWTON GROVE.
 EZ0301'BOX IS LOCATED APPROXIMATELY 15.1 MILES WSW OF GOLDSBORO. TO
 EZ0301'REACH STATION FROM THE TRAFFIC CIRCLE AT NEWTON GROVE, PROCEED
 EZ0301'EASTERLY ALONG U.S. 13 FOR 7.7 MILES TO STATION ON THE RIGHT IN
 EZ0301'SOUTH SHOULDER NEAR TELEPHONE JUNCTION BOX 165, AND 0.05 MILE WEST
 EZ0301'OF INTERSECTION WITH SR 1205, 15.7 FT SSE OF C/L OF U.S. 13, 203.4
 EZ0301'FT WSW OF C/L OF INTERSECTIONS OF U.S. 13 AND SR 1205, 41.8 FT
 EZ0301'NE OF TELEPHONE JUNCTION BOX 165, 55.6 FT WNW OF PP WITH ALUMINUM
 EZ0301'REF. TAG, AND 68.0 FT SW OF 4 X 4 SIGN POST WITH ALUMINUM REF. TAG.
 EZ0301'DISK IS SET IN CONCRETE CYLINDER, 8 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3047 ***********************************************************************
 FA3047  DESIGNATION -  BOX
 FA3047  PID         -  FA3047
 FA3047  STATE/COUNTY-  NC/CATAWBA
 FA3047  USGS QUAD   -  BETHLEHEM (1993)
 FA3047
 FA3047                         *CURRENT SURVEY CONTROL
 FA3047  ___________________________________________________________________
 FA3047* NAD 83(2001)-  35 45 29.24075(N)    081 16 35.70902(W)     ADJUSTED  
 FA3047* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 FA3047  ___________________________________________________________________
 FA3047  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FA3047  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FA3047  HORZ ORDER  -  SECOND
 FA3047
 FA3047.The horizontal coordinates were established by classical geodetic methods
 FA3047.and adjusted by the National Geodetic Survey in August 2005.
 FA3047
 FA3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3047
 FA3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3047
 FA3047.The geoid height was determined by GEOID03.
 FA3047
 FA3047;                    North         East     Units Scale Factor Converg.
 FA3047;SPC NC       -   225,125.110   403,747.124   MT  0.99991155   -1 18 50.3
 FA3047;SPC NC       -   738,597.97  1,324,627.02   sFT  0.99991155   -1 18 50.3
 FA3047;UTM  17      - 3,957,156.504   474,996.046   MT  0.99960770   -0 09 41.9
 FA3047
 FA3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3047!SPC NC       -   0.99995097  x   0.99991155  =   0.99986252
 FA3047!UTM  17      -   0.99995097  x   0.99960770  =   0.99955869
 FA3047
 FA3047                          SUPERSEDED SURVEY CONTROL
 FA3047
 FA3047  NAD 83(1986)-  35 45 29.25034(N)    081 16 35.71205(W) AD(       ) 2
 FA3047  NAD 27      -  35 45 28.77290(N)    081 16 36.41098(W) AD(       ) 2
 FA3047  NGVD 29 (07/19/86)  344.8    (m)         1131.     (f) VERT ANG    3  
 FA3047
 FA3047.Superseded values are not recommended for survey control.
 FA3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3047.See file dsdata.txt to determine how the superseded data were derived.
 FA3047
 FA3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7499657157(NAD 83)
 FA3047_MARKER: DE = TRAVERSE STATION DISK
 FA3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3047_STAMPING: BOX 1967
 FA3047_MARK LOGO: NCGS  
 FA3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3047+STABILITY: SURFACE MOTION
 FA3047
 FA3047  HISTORY     - Date     Condition        Report By
 FA3047  HISTORY     - 1967     MONUMENTED       NCGS
 FA3047
 FA3047                          STATION DESCRIPTION
 FA3047
 FA3047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3047'BOX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3047'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3047'
 FA3047'BOX IS LOCATED APPROXIMATELY 3.8 MILES NORTHEAST OF THE CENTER
 FA3047'OF HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3047'SR 1402 AT ST. STEPHENS ELEMENTARY SCHOOL AND SR 1453
 FA3047'(SPRINGS RD.), GO NORTHEAST ON SR 1453 FOR 0.7 MILES TO
 FA3047'INTERSECTION OF SR 1495, TURN LEFT (NORTH) ON SR 1495 FOR
 FA3047'0.1 MILE TO STATION.  WHICH IS ON THE EAST SIDE OF SR 1495 IN
 FA3047'THE NORTHWEST CORNER OF YARD OF A ONE STORY BRICK HOUSE AT
 FA3047'NORTHWEST EDGE OF HEDGE OF SMALL WHITE PINES.
 FA3047'
 FA3047'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3047'BOX 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3047'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3047'
 FA3047'MARK IS
 FA3047'
 FA3047'34.1 FT E OF C/L OF SR 1495
 FA3047'
 FA3047'7.2 FT ESE OF S END OF CULVERT UNDER GRAVEL DRIVEWAY
 FA3047'
 FA3047'99.2 FT SW OF PP CBB-1 IN E SIDE OF YARD AT EDGE OF WOODS,
 FA3047'WITH ALUMINUM REF. TAG
 FA3047'
 FA3047'45.2 FT ESE OF 4 IN X 4 IN POST FOR STOP SIGN ON W SIDE OF
 FA3047'SR 1495, WITH ALUMINUM REF. TAG
 FA3047'
 FA3047'85.0 FT SE OF PP CB-4 ON W SIDE OF SR 1495, WITH ALUMINUM
 FA3047'REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3279 ***********************************************************************
 FY3279  DESIGNATION -  BOX
 FY3279  PID         -  FY3279
 FY3279  STATE/COUNTY-  NC/ALAMANCE
 FY3279  USGS QUAD   -  MEBANE (1994)
 FY3279
 FY3279                         *CURRENT SURVEY CONTROL
 FY3279  ___________________________________________________________________
 FY3279* NAD 83(2001)-  36 03 17.63329(N)    079 18 45.42289(W)     ADJUSTED  
 FY3279* NAVD 88     -       194.8    (meters)     639.     (feet)  VERTCON   
 FY3279  ___________________________________________________________________
 FY3279  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FY3279  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FY3279  HORZ ORDER  -  SECOND
 FY3279
 FY3279.The horizontal coordinates were established by classical geodetic methods
 FY3279.and adjusted by the National Geodetic Survey in August 2005.
 FY3279
 FY3279.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3279
 FY3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3279
 FY3279.The geoid height was determined by GEOID03.
 FY3279
 FY3279;                    North         East     Units Scale Factor Converg.
 FY3279;SPC NC       -   255,736.316   581,434.896   MT  0.99997072   -0 10 49.6
 FY3279;SPC NC       -   839,028.23  1,907,590.99   sFT  0.99997072   -0 10 49.6
 FY3279;UTM  17      - 3,991,354.877   651,981.112   MT  0.99988461   +0 59 35.9
 FY3279
 FY3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3279!SPC NC       -   0.99997416  x   0.99997072  =   0.99994489
 FY3279!UTM  17      -   0.99997416  x   0.99988461  =   0.99985878
 FY3279
 FY3279:                Primary Azimuth Mark                     Grid Az
 FY3279:SPC NC       -  HAWFIELD                                 063 44 43.8
 FY3279:UTM  17      -  HAWFIELD                                 062 34 18.3
 FY3279
 FY3279|---------------------------------------------------------------------|
 FY3279| PID    Reference Object                     Distance      Geod. Az  |
 FY3279|                                                           dddmmss.s |
 FY3279| FY3296 HAWFIELD                            APPROX. 0.7 KM 0633354.2 |
 FY3279| FY3315 SLAVE                               449.083 METERS 2620122.4 |
 FY3279|---------------------------------------------------------------------|
 FY3279
 FY3279                          SUPERSEDED SURVEY CONTROL
 FY3279
 FY3279  NAD 83(1993)-  36 03 17.63567(N)    079 18 45.43361(W) AD(       ) 2
 FY3279  NAD 83(1986)-  36 03 17.63513(N)    079 18 45.43369(W) AD(       ) 2
 FY3279  NAD 27      -  36 03 17.14554(N)    079 18 46.36805(W) AD(       ) 2
 FY3279  NGVD 29 (07/19/86)  195.1    (m)          640.     (f) VERT ANG    3  
 FY3279
 FY3279.Superseded values are not recommended for survey control.
 FY3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3279.See file dsdata.txt to determine how the superseded data were derived.
 FY3279
 FY3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5198191355(NAD 83)
 FY3279_MARKER: DE = TRAVERSE STATION DISK
 FY3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3279_STAMPING: BOX 1963
 FY3279_MARK LOGO: NCGS  
 FY3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3279+STABILITY: SURFACE MOTION
 FY3279
 FY3279  HISTORY     - Date     Condition        Report By
 FY3279  HISTORY     - 1964     MONUMENTED       NCGS
 FY3279
 FY3279                          STATION DESCRIPTION
 FY3279
 FY3279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3279'BOX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3279'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3279'
 FY3279'BOX IS 3.8 MILES SW OF MEBANE.  LOCATED 2.8 MILES NW ALONG
 FY3279'NC 119 FROM NC 54.  1.3 MILES SE OF I-85.  0.3 MILES NW OF SR
 FY3279'2125.  0.2 MILES SW OF CEMETERY.  ON NW SIDE OF NC 119 AND
 FY3279'10 FT NW OF DITCH BANK.
 FY3279'
 FY3279'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3279'BOX 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3279'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3279'
 FY3279'MARK IS
 FY3279'
 FY3279'28.5 FT W OF C/L OF NC 119
 FY3279'
 FY3279'20.0 FT SE OF 3 LEAD NAILS IN 24 INCH OAK
 FY3279'
 FY3279'33.8 FT SSE OF 3 LEAD NAILS IN 26 INCH OAK
 FY3279'
 FY3279'56.0 FT NE OF 3 LEAD NAILS IN TP
 FY3279'
 FY3279'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7995 ***********************************************************************
 AF7995  DESIGNATION -  BOX
 AF7995  PID         -  AF7995
 AF7995  STATE/COUNTY-  NC/NASH
 AF7995  USGS QUAD   -  WINSTEAD CROSSROADS (1977)
 AF7995
 AF7995                         *CURRENT SURVEY CONTROL
 AF7995  ___________________________________________________________________
 AF7995* NAD 83(2001)-  35 50 30.54550(N)    077 55 58.02448(W)     ADJUSTED  
 AF7995* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 AF7995  ___________________________________________________________________
 AF7995  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AF7995  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AF7995  HORZ ORDER  -  SECOND
 AF7995
 AF7995.The horizontal coordinates were established by classical geodetic methods
 AF7995.and adjusted by the National Geodetic Survey in August 2005.
 AF7995
 AF7995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7995
 AF7995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7995
 AF7995.The geoid height was determined by GEOID03.
 AF7995
 AF7995;                    North         East     Units Scale Factor Converg.
 AF7995;SPC NC       -   232,568.507   706,008.053   MT  0.99992551   +0 36 57.5
 AF7995;SPC NC       -   763,018.51  2,316,294.75   sFT  0.99992551   +0 36 57.5
 AF7995;UTM  18      - 3,970,375.702   235,111.591   MT  1.00046470   -1 43 05.8
 AF7995;UTM  17      - 3,970,748.414   777,033.763   MT  1.00054582   +1 47 49.7
 AF7995
 AF7995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7995!SPC NC       -   0.99999752  x   0.99992551  =   0.99992303
 AF7995!UTM  18      -   0.99999752  x   1.00046470  =   1.00046222
 AF7995!UTM  17      -   0.99999752  x   1.00054582  =   1.00054334
 AF7995
 AF7995                          SUPERSEDED SURVEY CONTROL
 AF7995
 AF7995  NAD 83(1986)-  35 50 30.55203(N)    077 55 58.03503(W) AD(       ) 2
 AF7995  NGVD 29 (06/05/98)   50.9    (m)          167.     (f) VERT ANG    3  
 AF7995
 AF7995.Superseded values are not recommended for survey control.
 AF7995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7995.See file dsdata.txt to determine how the superseded data were derived.
 AF7995
 AF7995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3511270376(NAD 83)
 AF7995_MARKER: DE = TRAVERSE STATION DISK
 AF7995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7995_STAMPING: BOX 1983
 AF7995_MARK LOGO: NCGS  
 AF7995_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7995+STABILITY: SURFACE MOTION
 AF7995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7995+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 AF7995
 AF7995  HISTORY     - Date     Condition        Report By
 AF7995  HISTORY     - 1983     MONUMENTED       NCGS
 AF7995  HISTORY     - 20040925 GOOD             USPSQD
 AF7995  HISTORY     - 20040925 GOOD             USPSQD
 AF7995
 AF7995                          STATION DESCRIPTION
 AF7995
 AF7995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7995'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF WILSON AND 10.3 MI
 AF7995'(16.6 KM) SOUTHWEST OF ROCKY MOUNT. ALONG NC 97 FOR 0.15 MI (0.24 KM)
 AF7995'WEST OF NC 58 (WINSTEAD CROSSROADS), AT THE EAST SIDE OF A FARM ROAD
 AF7995'LEADING NORTH. MARK IS FLUSH WITH GROUND AND IS 2-FEET HIGHER THAN THE
 AF7995'HIGHWAY. LOCATED 31.2 FT (9.5 M) NORTH OF THE CENTERLINE OF THE
 AF7995'HIGHWAY, 32.2 FT (9.8 M) EAST OF THE CENTERLINE OF A FARM ROAD--AND
 AF7995'33.0 FT (10.1 M) WEST-SOUTHWEST OF A 4 X 4 POST, 83.5 FT (25.5 M)
 AF7995'NORTHWEST OF A CREOSOTE POST, 215.4 FT (65.7 M) EAST OF A 48-INCH
 AF7995'CEDAR--ALL THREE WITH REFERENCE TAGS.
 AF7995
 AF7995                          STATION RECOVERY (2004)
 AF7995
 AF7995'RECOVERY NOTE BY US POWER SQUADRON 2004 (JT)
 AF7995'GPS (NAD 83) N35D 50M 30.8 S W077D 55M 57.9S
 AF7995
 AF7995                          STATION RECOVERY (2004)
 AF7995
 AF7995'RECOVERY NOTE BY US POWER SQUADRON 2004 (JFD)
 AF7995'GPS READING REPORTED EARLIER TODAY HAD AN ERROR IN THE WEST LONGITUDE
 AF7995'- THE CORRECT READING WAS RECORDED BY THE GPS AS
 AF7995'GPS (NAD83) N 35D 50M 30.8S W077D 55M 57.9S
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2424 ***********************************************************************
 EY2424  DESIGNATION -  BOXE
 EY2424  PID         -  EY2424
 EY2424  STATE/COUNTY-  NC/JONES
 EY2424  USGS QUAD   -  PHILLIPS CROSSROADS (1982)
 EY2424
 EY2424                         *CURRENT SURVEY CONTROL
 EY2424  ___________________________________________________________________
 EY2424* NAD 83(2001)-  35 02 39.31446(N)    077 27 22.93184(W)     ADJUSTED  
 EY2424* NAVD 88     -        14.8    (meters)      49.     (feet)  VERTCON   
 EY2424  ___________________________________________________________________
 EY2424  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 EY2424  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY2424  HORZ ORDER  -  SECOND
 EY2424
 EY2424.The horizontal coordinates were established by classical geodetic methods
 EY2424.and adjusted by the National Geodetic Survey in August 2005.
 EY2424
 EY2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2424
 EY2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2424
 EY2424.The geoid height was determined by GEOID03.
 EY2424
 EY2424;                    North         East     Units Scale Factor Converg.
 EY2424;SPC NC       -   144,666.491   750,417.771   MT  0.99987911   +0 53 27.4
 EY2424;SPC NC       -   474,626.65  2,461,995.64   sFT  0.99987911   +0 53 27.4
 EY2424;UTM  18      - 3,880,709.448   275,949.354   MT  1.00021871   -1 24 39.8
 EY2424
 EY2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2424!SPC NC       -   1.00000345  x   0.99987911  =   0.99988256
 EY2424!UTM  18      -   1.00000345  x   1.00021871  =   1.00022216
 EY2424
 EY2424:                Primary Azimuth Mark                     Grid Az
 EY2424:SPC NC       -  JOSE                                     044 46 02.6
 EY2424:UTM  18      -  JOSE                                     047 04 09.8
 EY2424
 EY2424|---------------------------------------------------------------------|
 EY2424| PID    Reference Object                     Distance      Geod. Az  |
 EY2424|                                                           dddmmss.s |
 EY2424| EY2423 JOSE                                409.009 METERS 0453930.0 |
 EY2424| EY2425 PHILIPS                             342.585 METERS 21731     |
 EY2424|---------------------------------------------------------------------|
 EY2424
 EY2424                          SUPERSEDED SURVEY CONTROL
 EY2424
 EY2424  NAD 83(1986)-  35 02 39.32277(N)    077 27 22.94493(W) AD(       ) 2
 EY2424  NAD 27      -  35 02 38.74768(N)    077 27 24.07901(W) AD(       ) 2
 EY2424  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG    3  
 EY2424
 EY2424.Superseded values are not recommended for survey control.
 EY2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2424.See file dsdata.txt to determine how the superseded data were derived.
 EY2424
 EY2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7594980709(NAD 83)
 EY2424_MARKER: DE = TRAVERSE STATION DISK
 EY2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2424_STAMPING: BOXE 1975
 EY2424_MARK LOGO: NCGS  
 EY2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2424+STABILITY: SURFACE MOTION
 EY2424
 EY2424  HISTORY     - Date     Condition        Report By
 EY2424  HISTORY     - 1975     MONUMENTED       NCGS
 EY2424
 EY2424                          STATION DESCRIPTION
 EY2424
 EY2424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2424'BOXE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2424'THE VICINITY OF TRENTON, NORTH CAROLINA.
 EY2424'
 EY2424'BOXE IS LOCATED APPROXIMATELY 6.0 MILES WEST OF TRENTON (JONES
 EY2424'COUNTY) AND 11.1 MILES NNE OF RICHLANDS (ONSLOW COUNTY).  TO REACH
 EY2424'STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED WEST
 EY2424'ALONG NC 58 FOR 2.95 MILES TO JUNCTION OF NC 58 WITH NC 41 AND SR
 EY2424'1300, THENCE SOUTHWEST ALONG NC 41 FOR 4.1 MILES TO STATION ON
 EY2424'RIGHT AT GEORGE GRIFFINS MAILBOX, AND 0.05 MILE SOUTHWEST OF
 EY2424'COMMUNITY HOLINESS CHURCH.
 EY2424'
 EY2424'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2424'BOXE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY2424'IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2424'
 EY2424'MARK IS 21.5 FT NW OF C/L OF NC 41
 EY2424'
 EY2424'5.9 FT NE OF C/L OF PROJECTED OF DRIVEWAY
 EY2424'
 EY2424'2.7 FT NW OF MAILBOX SUPPORT
 EY2424'
 EY2424'125.1 FT W OF AND ACROSS HIGHWAY FROM A 12 INCH OAK WITH ALUMINUM
 EY2424'REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0304 ***********************************************************************
 FA0304  DESIGNATION -  BOXER
 FA0304  PID         -  FA0304
 FA0304  STATE/COUNTY-  NC/MECKLENBURG
 FA0304  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0304
 FA0304                         *CURRENT SURVEY CONTROL
 FA0304  ___________________________________________________________________
 FA0304* NAD 83(2001)-  35 10 04.84819(N)    080 57 51.83492(W)     ADJUSTED  
 FA0304* NAVD 88     -       220.613  (meters)     723.79   (feet)  ADJUSTED  
 FA0304  ___________________________________________________________________
 FA0304  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 FA0304  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FA0304  DYNAMIC HT  -         220.411 (meters)     723.13  (feet)  COMP
 FA0304  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 FA0304
 FA0304  HORZ ORDER  -  SECOND
 FA0304  VERT ORDER  -  SECOND    CLASS 0
 FA0304
 FA0304.The horizontal coordinates were established by classical geodetic methods
 FA0304.and adjusted by the National Geodetic Survey in August 2005.
 FA0304
 FA0304.The orthometric height was determined by differential leveling
 FA0304.and adjusted in June 1991.
 FA0304
 FA0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0304
 FA0304.The geoid height was determined by GEOID03.
 FA0304
 FA0304.The dynamic height is computed by dividing the NAVD 88
 FA0304.geopotential number by the normal gravity value computed on the
 FA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0304.degrees latitude (g = 980.6199 gals.).
 FA0304
 FA0304.The modeled gravity was interpolated from observed gravity values.
 FA0304
 FA0304;                    North         East     Units Scale Factor Converg.
 FA0304;SPC NC       -   159,070.484   430,676.478   MT  0.99987365   -1 08 01.7
 FA0304;SPC NC       -   521,883.75  1,412,977.74   sFT  0.99987365   -1 08 01.7
 FA0304;UTM  17      - 3,891,675.949   503,242.033   MT  0.99960013   +0 01 13.8
 FA0304
 FA0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0304!SPC NC       -   0.99997016  x   0.99987365  =   0.99984382
 FA0304!UTM  17      -   0.99997016  x   0.99960013  =   0.99957030
 FA0304
 FA0304:                Primary Azimuth Mark                     Grid Az
 FA0304:SPC NC       -  SHOPTON                                  033 24 50.4
 FA0304:UTM  17      -  SHOPTON                                  032 15 34.9
 FA0304
 FA0304|---------------------------------------------------------------------|
 FA0304| PID    Reference Object                     Distance      Geod. Az  |
 FA0304|                                                           dddmmss.s |
 FA0304| FA0303 SHOPTON                             412.374 METERS 0321648.7 |
 FA0304|---------------------------------------------------------------------|
 FA0304
 FA0304                          SUPERSEDED SURVEY CONTROL
 FA0304
 FA0304  NAD 83(1986)-  35 10 04.86931(N)    080 57 51.84381(W) AD(       ) 2
 FA0304  NAD 27      -  35 10 04.34605(N)    080 57 52.58580(W) AD(       ) 2
 FA0304  NGVD 29 (??/??/92)  220.848  (m)          724.57   (f) ADJ UNCH    2 0
 FA0304
 FA0304.Superseded values are not recommended for survey control.
 FA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0304.See file dsdata.txt to determine how the superseded data were derived.
 FA0304
 FA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0324291676(NAD 83)
 FA0304_MARKER: DE = TRAVERSE STATION DISK
 FA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0304_STAMPING: BOXER 1968
 FA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0304+STABILITY: SURFACE MOTION
 FA0304
 FA0304  HISTORY     - Date     Condition        Report By
 FA0304  HISTORY     - 1968     MONUMENTED       NCGS
 FA0304  HISTORY     - 1972     GOOD             NCGS
 FA0304  HISTORY     - 1977     GOOD             LOCSUR
 FA0304  HISTORY     - 1984     GOOD             LOCSUR
 FA0304  HISTORY     - 1987     GOOD             USPSQD
 FA0304  HISTORY     - 1987     GOOD             USPSQD
 FA0304  HISTORY     - 1988     GOOD             USPSQD
 FA0304  HISTORY     - 1988     GOOD             USPSQD
 FA0304  HISTORY     - 1989     GOOD             USPSQD
 FA0304  HISTORY     - 1990     GOOD             USPSQD
 FA0304  HISTORY     - 19971228 MARK NOT FOUND   USPSQD
 FA0304  HISTORY     - 19980523 GOOD             USPSQD
 FA0304
 FA0304                          STATION DESCRIPTION
 FA0304
 FA0304'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA0304'BOXER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0304'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0304'
 FA0304'BOXER IS LOCATED APPROXIMATELY 7.9 MILES SOUTHWEST OF
 FA0304'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA0304'SR 1155 (SHOPTON RD.) WITH NC 160 IN SHOPTON, GO SOUTH ON
 FA0304'NC 160 FOR 0.3 MILE TO STATION, WHICH IS ON THE EAST SIDE OF
 FA0304'NC 160 BETWEEN POWER POLE AND HIGHWAY, IN SOUTHWEST CORNER OF
 FA0304'YARD FOR ONE STORY WHITE FRAME HOUSE, AND 0.6 MILE NORTH OF
 FA0304'INTERSECTION OF SR 1116 WITH NC 160.
 FA0304'
 FA0304'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0304'BOXER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0304'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA0304'
 FA0304'MARK IS
 FA0304'
 FA0304'31.2 FT ESE OF C/L OF NC 160
 FA0304'
 FA0304'42.6 FT SW OF 4X4 POST WITH CONGESTED AREA SIGN ON E SIDE
 FA0304'OF NC 160, AND WITH ALUMINUM REF. TAG
 FA0304'
 FA0304'60.3 FT W OF 40 INCH OAK TREE IN MIDDLE OF YARD, AND WITH
 FA0304'ALUMINUM REF. TAG
 FA0304'
 FA0304'17.6 FT WNW OF PP 136 ON W SIDE OF NC 160, AND WITH
 FA0304'ALUMINUM REF. TAG
 FA0304'
 FA0304'13.8 FT N OF LOWER END OF ANCHOR CABLE FOR PP 136
 FA0304
 FA0304                          STATION RECOVERY (1972)
 FA0304
 FA0304'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0304'8.1 MI SW FROM CHARLOTTE.
 FA0304'STATION IS ABOUT 0.3 MI. S ALONG NC 160 FROM INTERSECTION WITH
 FA0304'SR 1155 EAST (SHOPTON RD.) IN SMALL COMMUNITY OF SHOPTON, IN SW
 FA0304'CORNER OF YARD OF A ONE STORY WHITE FRAME RESIDENCE, 31.2 FT ESE
 FA0304'OF C/L OF NC 160, 17.6 FT WNW OF ALUMINUM REF. TAG ON PP 136, 13.8
 FA0304'FT N OF LOWER END OF ANCHOR CABLE FOR PP 136, 42.6 FT SW OF
 FA0304'ALUMINUM REF. TAG ON CONGESTED AREA SIGN POST, AND 60.3 FT W OF
 FA0304'ALUMINUM REF. TAG ON 40 INCH OAK.  DISK IS SET IN CONCRETE
 FA0304'CYLINDER, 2 INCHES BELOW THE GROUND.
 FA0304
 FA0304                          STATION RECOVERY (1977)
 FA0304
 FA0304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA0304'RECOVERED BY L.J. ZOUTEWELLE, N.C. REGISTERED LAND SURVEYOR.
 FA0304'
 FA0304'BOXER 1968 GOOD CONDITION.
 FA0304'
 FA0304'PP 136 IS ON E SIDE OF NC 160.
 FA0304
 FA0304                          STATION RECOVERY (1984)
 FA0304
 FA0304'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 FA0304'NO WITNESS POST, ADD-60.3' WEST OF 30' DIAMETER OAK NO TAG.
 FA0304
 FA0304                          STATION RECOVERY (1987)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1987)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1988)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1988)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1989)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1990)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0304'RECOVERED IN GOOD CONDITION.
 FA0304
 FA0304                          STATION RECOVERY (1997)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA0304'MARK NOT FOUND.
 FA0304
 FA0304                          STATION RECOVERY (1998)
 FA0304
 FA0304'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3194 ***********************************************************************
 FA3194  DESIGNATION -  BOXWOOD
 FA3194  PID         -  FA3194
 FA3194  STATE/COUNTY-  NC/GASTON
 FA3194  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3194
 FA3194                         *CURRENT SURVEY CONTROL
 FA3194  ___________________________________________________________________
 FA3194* NAD 83(2001)-  35 14 32.17657(N)    081 13 24.04829(W)     ADJUSTED  
 FA3194* NAVD 88     -       234.8    (meters)     770.     (feet)  VERTCON   
 FA3194  ___________________________________________________________________
 FA3194  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 FA3194  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FA3194  HORZ ORDER  -  SECOND
 FA3194
 FA3194.The horizontal coordinates were established by classical geodetic methods
 FA3194.and adjusted by the National Geodetic Survey in August 2005.
 FA3194
 FA3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3194
 FA3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3194
 FA3194.The geoid height was determined by GEOID03.
 FA3194
 FA3194;                    North         East     Units Scale Factor Converg.
 FA3194;SPC NC       -   167,803.350   407,278.708   MT  0.99987261   -1 16 59.7
 FA3194;SPC NC       -   550,534.82  1,336,213.56   sFT  0.99987261   -1 16 59.7
 FA3194;UTM  17      - 3,899,933.419   479,679.476   MT  0.99960509   -0 07 44.0
 FA3194
 FA3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3194!SPC NC       -   0.99996807  x   0.99987261  =   0.99984068
 FA3194!UTM  17      -   0.99996807  x   0.99960509  =   0.99957317
 FA3194
 FA3194:                Primary Azimuth Mark                     Grid Az
 FA3194:SPC NC       -  BILL                                     355 12 36.3
 FA3194:UTM  17      -  BILL                                     354 03 20.6
 FA3194
 FA3194|---------------------------------------------------------------------|
 FA3194| PID    Reference Object                     Distance      Geod. Az  |
 FA3194|                                                           dddmmss.s |
 FA3194| FA3193 BILL                                APPROX. 0.6 KM 3535536.6 |
 FA3194|---------------------------------------------------------------------|
 FA3194
 FA3194                          SUPERSEDED SURVEY CONTROL
 FA3194
 FA3194  NAD 83(1986)-  35 14 32.19404(N)    081 13 24.05150(W) AD(       ) 2
 FA3194  NAD 27      -  35 14 31.69947(N)    081 13 24.76768(W) AD(       ) 2
 FA3194  NGVD 29 (07/19/86)  235.0    (m)          771.     (f) VERT ANG    3  
 FA3194
 FA3194.Superseded values are not recommended for survey control.
 FA3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3194.See file dsdata.txt to determine how the superseded data were derived.
 FA3194
 FA3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU7967999933(NAD 83)
 FA3194_MARKER: DE = TRAVERSE STATION DISK
 FA3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3194_STAMPING: BOXWOOD 1964
 FA3194_MARK LOGO: NCGS  
 FA3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3194+STABILITY: SURFACE MOTION
 FA3194
 FA3194  HISTORY     - Date     Condition        Report By
 FA3194  HISTORY     - 1964     MONUMENTED       NCGS
 FA3194  HISTORY     - 19991222 MARK NOT FOUND   USPSQD
 FA3194  HISTORY     - 20040924 MARK NOT FOUND   USPSQD
 FA3194
 FA3194                          STATION DESCRIPTION
 FA3194
 FA3194'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3194'BOXWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3194'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3194'
 FA3194'BOXWOOD IS 2.7 MILES SOUTHWEST OF GASTONIA.  LOCATED 0.05 MILES
 FA3194'SOUTH ALONG DAVIS PARK RD. FROM LINWOOD.  2.25 MILES NORTHWEST ALONG
 FA3194'DAVIS PARK RD. FROM U.S. 321 ON THE WEST SIDE OF ROAD AT HOUSE
 FA3194'NUMBER 1417 AND AT SOUTH EDGE OF DRIVEWAY.
 FA3194'
 FA3194'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3194'BOXWOOD 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3194'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3194'
 FA3194'MARK IS
 FA3194'
 FA3194'23.5 FT W OF C/L OF DAVIS PARK RD.
 FA3194'
 FA3194'49.3 FT S OF ALUMINUM REF. TAG IN TP
 FA3194'
 FA3194'44.9 FT E OF 40 INCH OAK
 FA3194'
 FA3194'45.9 FT S OF 18 INCH OAK
 FA3194'
 FA3194'7.2 FT S OF C/L OF DRIVEWAY
 FA3194'
 FA3194'66.1 FT NW OF FIRE PLUG
 FA3194
 FA3194                          STATION RECOVERY (1999)
 FA3194
 FA3194'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3194'MARK NOT FOUND.
 FA3194
 FA3194                          STATION RECOVERY (2004)
 FA3194
 FA3194'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ6140 ***********************************************************************
 AJ6140  DESIGNATION -  BOXWOOD
 AJ6140  PID         -  AJ6140
 AJ6140  STATE/COUNTY-  NC/CLEVELAND
 AJ6140  USGS QUAD   -  BOILING SPRINGS SOUTH (1971)
 AJ6140
 AJ6140                         *CURRENT SURVEY CONTROL
 AJ6140  ___________________________________________________________________
 AJ6140* NAD 83(2007)-  35 14 31.96281(N)    081 40 50.37492(W)     ADJUSTED  
 AJ6140* NAVD 88     -       259.3    (meters)     851.     (feet)  GPS OBS   
 AJ6140  ___________________________________________________________________
 AJ6140  EPOCH DATE  -        2002.00
 AJ6140  X           -     754,581.601 (meters)                     COMP
 AJ6140  Y           -  -5,160,274.130 (meters)                     COMP
 AJ6140  Z           -   3,659,977.484 (meters)                     COMP
 AJ6140  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AJ6140  ELLIP HEIGHT-         227.440 (meters)          (02/10/07) ADJUSTED
 AJ6140  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 AJ6140
 AJ6140  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ6140  Type    PID    Designation                      North   East  Ellip
 AJ6140  -------------------------------------------------------------------
 AJ6140  NETWORK AJ6140 BOXWOOD                           0.43   0.41   1.04
 AJ6140  -------------------------------------------------------------------
 AJ6140
 AJ6140.The horizontal coordinates were established by GPS observations
 AJ6140.and adjusted by the National Geodetic Survey in February 2007.
 AJ6140
 AJ6140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ6140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ6140.The horizontal coordinates are valid at the epoch date displayed above.
 AJ6140.The epoch date for horizontal control is a decimal equivalence
 AJ6140.of Year/Month/Day.
 AJ6140
 AJ6140.The orthometric height was determined by GPS observations and a
 AJ6140.high-resolution geoid model.
 AJ6140
 AJ6140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6140
 AJ6140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ6140
 AJ6140.The ellipsoidal height was determined by GPS observations
 AJ6140.and is referenced to NAD 83.
 AJ6140
 AJ6140.The geoid height was determined by GEOID03.
 AJ6140
 AJ6140;                    North         East     Units Scale Factor Converg.
 AJ6140;SPC NC       -   168,824.651   365,672.724   MT  0.99987261   -1 32 49.9
 AJ6140;SPC NC       -   553,885.54  1,199,711.26   sFT  0.99987261   -1 32 49.9
 AJ6140;UTM  17      - 3,900,116.246   438,071.766   MT  0.99964726   -0 23 34.0
 AJ6140
 AJ6140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6140!SPC NC       -   0.99996430  x   0.99987261  =   0.99983692
 AJ6140!UTM  17      -   0.99996430  x   0.99964726  =   0.99961157
 AJ6140
 AJ6140                          SUPERSEDED SURVEY CONTROL
 AJ6140
 AJ6140  NAD 83(2001)-  35 14 31.96291(N)    081 40 50.37503(W) AD(       ) 1
 AJ6140  ELLIP H (03/13/03)  227.448  (m)                       GP(       ) 4 2
 AJ6140  NAD 83(1986)-  35 14 31.97678(N)    081 40 50.37699(W) AD(       ) 1
 AJ6140
 AJ6140.Superseded values are not recommended for survey control.
 AJ6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6140.See file dsdata.txt to determine how the superseded data were derived.
 AJ6140
 AJ6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3807200116(NAD 83)
 AJ6140_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ6140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6140_STAMPING: BOXWOOD 1996
 AJ6140_MARK LOGO: NCGS  
 AJ6140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ6140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6140+STABILITY: SURFACE MOTION
 AJ6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6140+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ6140
 AJ6140  HISTORY     - Date     Condition        Report By
 AJ6140  HISTORY     - 1996     MONUMENTED       NCGS
 AJ6140
 AJ6140                          STATION DESCRIPTION
 AJ6140
 AJ6140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AJ6140'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF BOILING SPRINGS.
 AJ6140'ALONG NC HIGHWAY 150 (SOUTH MAIN STREET) FOR 0.75 MI (1.21 KM) SOUTH
 AJ6140'FROM SR 1003 (WEST COLLEGE AVENUE), IN BOILING SPRINGS, THENCE
 AJ6140'SOUTHWEST FOR 0.55 MI (0.89 KM) ALONG SR 1195 (COLLEGE FARM ROAD),
 AJ6140'THENCE NORTHWEST FOR 0.5 MI (0.8 KM) ALONG SR 1194 (ROCKFORD ROAD) TO
 AJ6140'THE STATION ON THE NORTHEAST SIDE OF ROAD.
 AJ6140'MARK IS ABOUT LEVEL WITH SR 1194 AND RECESSED 2 INCHES BELOW THE
 AJ6140'GROUND. LOCATED 34.5 FT (10.5 M) NORTHEAST OF THE CENTERLINE OF SR
 AJ6140'1194, 146.8 FT (44.7 M) NORTHWEST OF A FIRE HYDRANT, 164.0 FT (50.0 M)
 AJ6140'NORTHWEST OF A TELEPHONE PEDESTAL, 221.1 FT (67.4 M) EAST OF THE SOUTH
 AJ6140'END OF A CULVERT UNDER A CONCRETE DRIVEWAY AND 17.7 FT (5.4 M) SOUTH
 AJ6140'OF POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3798 ***********************************************************************
 EB3798  DESIGNATION -  BOY
 EB3798  PID         -  EB3798
 EB3798  STATE/COUNTY-  NC/ROBESON
 EB3798  USGS QUAD   -  ROWLAND (1982)
 EB3798
 EB3798                         *CURRENT SURVEY CONTROL
 EB3798  ___________________________________________________________________
 EB3798* NAD 83(2001)-  34 32 06.90585(N)    079 15 04.42341(W)     ADJUSTED  
 EB3798* NAVD 88     -        45.4    (meters)     149.     (feet)  VERTCON   
 EB3798  ___________________________________________________________________
 EB3798  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 EB3798  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EB3798  HORZ ORDER  -  SECOND
 EB3798
 EB3798.The horizontal coordinates were established by classical geodetic methods
 EB3798.and adjusted by the National Geodetic Survey in August 2005.
 EB3798
 EB3798.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3798
 EB3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3798
 EB3798.The geoid height was determined by GEOID03.
 EB3798
 EB3798;                    North         East     Units Scale Factor Converg.
 EB3798;SPC NC       -    87,138.941   586,539.268   MT  0.99995020   -0 08 42.0
 EB3798;SPC NC       -   285,888.34  1,924,337.58   sFT  0.99995020   -0 08 42.0
 EB3798;SPC SC       -   300,998.303   770,117.009   MT  0.99990770   +0 58 10.3
 EB3798;SPC SC       -   987,527.24  2,526,630.61   iFT  0.99990770   +0 58 10.3
 EB3798;UTM  17      - 3,822,894.913   660,484.247   MT  0.99991746   +0 59 29.8
 EB3798
 EB3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3798!SPC NC       -   0.99999808  x   0.99995020  =   0.99994828
 EB3798!SPC SC       -   0.99999808  x   0.99990770  =   0.99990578
 EB3798!UTM  17      -   0.99999808  x   0.99991746  =   0.99991554
 EB3798
 EB3798                          SUPERSEDED SURVEY CONTROL
 EB3798
 EB3798  NAD 83(1986)-  34 32 06.91737(N)    079 15 04.42569(W) AD(       ) 2
 EB3798  NGVD 29 (04/22/91)   45.7    (m)          150.     (f) VERT ANG    3  
 EB3798
 EB3798.Superseded values are not recommended for survey control.
 EB3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3798.See file dsdata.txt to determine how the superseded data were derived.
 EB3798
 EB3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6048422895(NAD 83)
 EB3798_MARKER: DE = TRAVERSE STATION DISK
 EB3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3798_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3798+STABILITY: SURFACE MOTION
 EB3798
 EB3798  HISTORY     - Date     Condition        Report By
 EB3798  HISTORY     - 1977     MONUMENTED       NCGS
 EB3798
 EB3798                          STATION DESCRIPTION
 EB3798
 EB3798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3798'THE STATION IS LOCATED APPROXMATELY 2.3 MILES EAST OF ROWLAND AND
 EB3798'4.5 MILES WEST-SOUTHWEST OF MCDONALD.
 EB3798'
 EB3798'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 130 SOUTHEAST OF
 EB3798'ROWLAND, PROCEED NORTHEAST ALONG I 95 FOR 1.7 MILES TO SR 2459
 EB3798'OVERPASS AND STATION AT THE NORTHWEST CORNER OF BRIDGE.
 EB3798'
 EB3798'STATION MARK IS A STANDARD DISK STAMPED---BOY 1977---SET IN TOP OF
 EB3798'CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.  MARK IS
 EB3798'15.2 FEET WEST-SOUTHWEST OF CENTERLINE OF SR 2459, 47.2 FEET NORTHWEST
 EB3798'OF NORTHWEST END OF BRIDGE RAIL, 4.1 FEET NORTH-NORTHEAST OF TENTH
 EB3798'GUARD RAIL POST AND 4.2 FEET SOUTHEAST OF ELEVENTH GUARD RAIL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0881 ***********************************************************************
 EZ0881  DESIGNATION -  BOYCE
 EZ0881  PID         -  EZ0881
 EZ0881  STATE/COUNTY-  NC/DURHAM
 EZ0881  USGS QUAD   -  BAYLEAF (1987)
 EZ0881
 EZ0881                         *CURRENT SURVEY CONTROL
 EZ0881  ___________________________________________________________________
 EZ0881* NAD 83(2001)-  35 58 56.10183(N)    078 42 50.72356(W)     ADJUSTED  
 EZ0881* NAVD 88     -        99.898  (meters)     327.75   (feet)  ADJUSTED  
 EZ0881  ___________________________________________________________________
 EZ0881  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 EZ0881  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 EZ0881  DYNAMIC HT  -          99.816 (meters)     327.48  (feet)  COMP
 EZ0881  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 EZ0881
 EZ0881  HORZ ORDER  -  SECOND
 EZ0881  VERT ORDER  -  SECOND    CLASS 0
 EZ0881
 EZ0881.The horizontal coordinates were established by classical geodetic methods
 EZ0881.and adjusted by the National Geodetic Survey in August 2005.
 EZ0881
 EZ0881.The orthometric height was determined by differential leveling
 EZ0881.and adjusted in June 1991.
 EZ0881
 EZ0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0881
 EZ0881.The geoid height was determined by GEOID03.
 EZ0881
 EZ0881.The dynamic height is computed by dividing the NAVD 88
 EZ0881.geopotential number by the normal gravity value computed on the
 EZ0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0881.degrees latitude (g = 980.6199 gals.).
 EZ0881
 EZ0881.The modeled gravity was interpolated from observed gravity values.
 EZ0881
 EZ0881;                    North         East     Units Scale Factor Converg.
 EZ0881;SPC NC       -   247,668.467   635,384.478   MT  0.99995375   +0 09 54.1
 EZ0881;SPC NC       -   812,558.96  2,084,590.57   sFT  0.99995375   +0 09 54.1
 EZ0881;UTM  17      - 3,984,395.932   706,086.877   MT  1.00012336   +1 20 36.7
 EZ0881
 EZ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0881!SPC NC       -   0.99998936  x   0.99995375  =   0.99994311
 EZ0881!UTM  17      -   0.99998936  x   1.00012336  =   1.00011272
 EZ0881
 EZ0881                          SUPERSEDED SURVEY CONTROL
 EZ0881
 EZ0881  NAD 83(1986)-  35 58 56.10451(N)    078 42 50.73037(W) AD(       ) 2
 EZ0881  NAD 83(1986)-  35 58 56.10870(N)    078 42 50.73862(W) AD(       ) 2
 EZ0881  NAD 27      -  35 58 55.58254(N)    078 42 51.72002(W) AD(       ) 2
 EZ0881  NGVD 29 (??/??/92)  100.137  (m)          328.53   (f) ADJ UNCH    2 0
 EZ0881
 EZ0881.Superseded values are not recommended for survey control.
 EZ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0881.See file dsdata.txt to determine how the superseded data were derived.
 EZ0881
 EZ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0608784396(NAD 83)
 EZ0881_MARKER: DE = TRAVERSE STATION DISK
 EZ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0881_STAMPING: BOYCE 1971
 EZ0881_MARK LOGO: NCGS  
 EZ0881_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0881+STABILITY: SURFACE MOTION
 EZ0881
 EZ0881  HISTORY     - Date     Condition        Report By
 EZ0881  HISTORY     - 1971     MONUMENTED       NCGS
 EZ0881  HISTORY     - 1972     GOOD             NCGS
 EZ0881  HISTORY     - 19850101 GOOD             NCGS
 EZ0881
 EZ0881                          STATION DESCRIPTION
 EZ0881
 EZ0881'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ0881'BOYCE IS A N. C. GEODETIC SURVEY STATION ESTABLISHED IN THE VICINITY
 EZ0881'OF DURHAM, NORTH CAROLINA.
 EZ0881'
 EZ0881'BOYCE IS LOCATED APPROXIMATELY 10.5 MILES EAST OF DURHAM.  TO REACH
 EZ0881'STATION PROCEED FROM THE INTERSECTION OF NC 98 AND SR 1805 (BOYCE
 EZ0881'MILL RD.).  GO EAST ALONG NC 98 FOR 0.2 MILE TO STATION ON RIGHT
 EZ0881'(S. SIDE OF NC 98).  AND 0.4 MILE WEST OF DURHAM-WAKE COUNTY LINE
 EZ0881'CROSSING ON NC 98.
 EZ0881'
 EZ0881'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOYCE
 EZ0881'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ0881'INCH ABOVE THE GROUND.
 EZ0881'
 EZ0881'MARK IS
 EZ0881'30.7 FEET S OF C/L OF NC 98.
 EZ0881'23.0 FEET E OF ALUMINUM REF. TAG ON TWIN DOGWOOD TREE.
 EZ0881'7.1 FEET N OF ALUMINUM REF. TAG ON 8 INCH BLACK OAK TREE.
 EZ0881'14.8 FEET NW OF ALUMINUM REF. TAG ON 4 INCH WHITE OAK TREE.
 EZ0881
 EZ0881                          STATION RECOVERY (1972)
 EZ0881
 EZ0881'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0881'10.5 MI E FROM DURHAM.
 EZ0881'TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 98 AND
 EZ0881'SR 1805 (BOYCE MILL RD.), GO E ALONG NC 98 FOR 0.2 MILE TO
 EZ0881'STATION ON RIGHT (S SIDE) OF NC 98, AND 0.4 MILE W OF DURHAM-WAKE
 EZ0881'COUNTY LINE CROSSING ON NC 98, 30.7 FT S OF C/L OF NC 98, 23.0 FT
 EZ0881'E OF ALUM. REF. TAG ON TWIN DOGWOOD TREE, 7.1 FT N OF ALUM. REF.
 EZ0881'TAG ON 8 INCH BLACK OAK, AND 14.8 FT NW OF ALUM. REF. TAG ON
 EZ0881'4 INCH WHITE OAK.  STATION MARK IS 1 INCH ABOVE THE GROUND.
 EZ0881
 EZ0881                          STATION RECOVERY (1985)
 EZ0881
 EZ0881'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0881'RECOVERED AS DESCRIBED. A NEW DESCRIPTION FOLLOWS. STATION IS LOCATED
 EZ0881'ABOUT 16.7 KM (10.35 MI) EAST OF DURHAM. PROCEED ALONG NC 98 FOR 0.2
 EZ0881'KM (0.10 MI) WEST FROM THE DURHAM-WAKE LINE, THENCE SOUTHWEST ALONG SR
 EZ0881'2081 (OLD NC 98) FOR 0.5 KM (0.30 MI) TO STATION ON LEFT, ABOUT
 EZ0881'OPPOSITE THE EAST END OF PERRY POND. MARK IS ABOUT 3 FEET (0.9 M)
 EZ0881'LOWER THAN ROAD. LOCATED 9.4 M (30.8 FT) SOUTH OF THE CENTERLINE OF
 EZ0881'THE ROAD--AND 1.4 M (4.6 FT) NORTH OF AN 8-INCH OAK, 4.2 M (13.8 FT)
 EZ0881'NORTHWEST OF A 5-INCH OAK, 7.0 M (23.0 FT) EAST OF A TWIN TRUNK
 EZ0881'DOGWOOD--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1149 ***********************************************************************
 FY1149  DESIGNATION -  BOYD
 FY1149  PID         -  FY1149
 FY1149  STATE/COUNTY-  NC/GUILFORD
 FY1149  USGS QUAD   -  SUMMERFIELD (1994)
 FY1149
 FY1149                         *CURRENT SURVEY CONTROL
 FY1149  ___________________________________________________________________
 FY1149* NAD 83(2001)-  36 09 39.54169(N)    079 52 33.65040(W)     ADJUSTED  
 FY1149* NAVD 88     -       262.978  (meters)     862.79   (feet)  ADJUSTED  
 FY1149  ___________________________________________________________________
 FY1149  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 FY1149  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 FY1149  DYNAMIC HT  -         262.749 (meters)     862.04  (feet)  COMP
 FY1149  MODELED GRAV-     979,754.2   (mgal)                       NAVD 88
 FY1149
 FY1149  HORZ ORDER  -  SECOND
 FY1149  VERT ORDER  -  FIRST     CLASS II
 FY1149
 FY1149.The horizontal coordinates were established by classical geodetic methods
 FY1149.and adjusted by the National Geodetic Survey in August 2005.
 FY1149
 FY1149.The orthometric height was determined by differential leveling
 FY1149.and adjusted in June 1991.
 FY1149
 FY1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1149
 FY1149.The geoid height was determined by GEOID03.
 FY1149
 FY1149.The dynamic height is computed by dividing the NAVD 88
 FY1149.geopotential number by the normal gravity value computed on the
 FY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1149.degrees latitude (g = 980.6199 gals.).
 FY1149
 FY1149.The modeled gravity was interpolated from observed gravity values.
 FY1149
 FY1149;                    North         East     Units Scale Factor Converg.
 FY1149;SPC NC       -   267,810.942   530,778.556   MT  0.99999842   -0 30 20.2
 FY1149;SPC NC       -   878,643.07  1,741,395.98   sFT  0.99999842   -0 30 20.2
 FY1149;UTM  17      - 4,002,389.312   601,097.886   MT  0.99972593   +0 39 47.8
 FY1149
 FY1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1149!SPC NC       -   0.99996370  x   0.99999842  =   0.99996212
 FY1149!UTM  17      -   0.99996370  x   0.99972593  =   0.99968964
 FY1149
 FY1149|---------------------------------------------------------------------|
 FY1149| PID    Reference Object                     Distance      Geod. Az  |
 FY1149|                                                           dddmmss.s |
 FY1149| FY1148 CORTMAN                             387.666 METERS 15645     |
 FY1149| FY1151 MORRIS                              363.685 METERS 33202     |
 FY1149|---------------------------------------------------------------------|
 FY1149
 FY1149                          SUPERSEDED SURVEY CONTROL
 FY1149
 FY1149  NAD 83(1993)-  36 09 39.55108(N)    079 52 33.65726(W) AD(       ) 2
 FY1149  NAD 83(1986)-  36 09 39.55122(N)    079 52 33.65946(W) AD(       ) 2
 FY1149  NAD 27      -  36 09 39.06046(N)    079 52 34.53726(W) AD(       ) 2
 FY1149  NGVD 29 (??/??/92)  263.190  (m)          863.48   (f) ADJ UNCH    1 2
 FY1149
 FY1149.Superseded values are not recommended for survey control.
 FY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1149.See file dsdata.txt to determine how the superseded data were derived.
 FY1149
 FY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0109802389(NAD 83)
 FY1149_MARKER: DE = TRAVERSE STATION DISK
 FY1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY1149_STAMPING: BOYD 1963
 FY1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1149+STABILITY: SURFACE MOTION
 FY1149
 FY1149  HISTORY     - Date     Condition        Report By
 FY1149  HISTORY     - 1963     MONUMENTED       NCGS
 FY1149  HISTORY     - 1965     GOOD             NGS
 FY1149  HISTORY     - 1985     GOOD             USPSQD
 FY1149  HISTORY     - 19950819 GOOD             USPSQD
 FY1149
 FY1149                          STATION DESCRIPTION
 FY1149
 FY1149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY1149'BOYD IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FY1149'GREENSBORO, NORTH CAROLINA.  STATION IS 7.7 MILES NW OF
 FY1149'GREENSBORO, LOCATED 0.9 MILES SSE ALONG U.S. 220 FROM
 FY1149'HAMBURG MILL RD. (SR 2135), 2.4 MILES NNW OF NEW GARDEN
 FY1149'RD. (SR 2179), 0.1 MILES N OF SR 2337 AND ON THE E SIDE OF
 FY1149'U.S. 220.
 FY1149'
 FY1149'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 FY1149'STAMPED BOYD 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FY1149'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY1149'
 FY1149'MARK IS
 FY1149'
 FY1149'45.0 FT E OF C/L OF U.S. 220
 FY1149'
 FY1149'34.0 FT W OF HWY. R/W MARKER
 FY1149'
 FY1149'41.8 FT N OF 3 LEAD NAILS IN 16 INCH PINE
 FY1149'
 FY1149'8.0 FT NW OF 3 LEAD NAILS IN 10 INCH PINE
 FY1149'
 FY1149'17.6 FT SW OF 3 LEAD NAILS IN 20 INCH PINE
 FY1149'
 FY1149'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY1149
 FY1149                          STATION RECOVERY (1965)
 FY1149
 FY1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FY1149'7.4 MI NW FROM GREENSBORO.
 FY1149'4.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE MADISION
 FY1149'AVENUE OVERPASS AT GREENSBORO, THENCE ABOUT 3.3 MILES NORTHWEST
 FY1149'ALONG U.S. HIGHWAY 220, ABOUT 0.55 MILE SOUTHEAST OF A 95 FOOT
 FY1149'CONCRETE BRIDGE OVER A SPILLWAY FOR A DAM, ABOUT 126 YARDS
 FY1149'NORTHWEST OF THE JUNCTION OF COUNTY ROAD 2337, AT THE SOUTHEAST
 FY1149'END OF A CUT, 60 FEET NORTHWEST OF THE WEST CORNER OF A SMALL
 FY1149'CULTIVATED FIELD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 FY1149'HIGHWAY, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 FY1149'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 FY1149
 FY1149                          STATION RECOVERY (1985)
 FY1149
 FY1149'RECOVERY NOTE BY US POWER SQUADRON 1985 (FPB)
 FY1149'RECOVERED IN GOOD CONDITION.
 FY1149
 FY1149                          STATION RECOVERY (1995)
 FY1149
 FY1149'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2516 ***********************************************************************
 FA2516  DESIGNATION -  BOYD
 FA2516  PID         -  FA2516
 FA2516  STATE/COUNTY-  NC/MECKLENBURG
 FA2516  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2516
 FA2516                         *CURRENT SURVEY CONTROL
 FA2516  ___________________________________________________________________
 FA2516* NAD 83(2001)-  35 14 02.58840(N)    080 56 00.50974(W)     ADJUSTED  
 FA2516* NAVD 88     -       235.1    (meters)     771.     (feet)  VERTCON   
 FA2516  ___________________________________________________________________
 FA2516  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 FA2516  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 FA2516  HORZ ORDER  -  SECOND
 FA2516
 FA2516.The horizontal coordinates were established by classical geodetic methods
 FA2516.and adjusted by the National Geodetic Survey in August 2005.
 FA2516
 FA2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2516
 FA2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2516
 FA2516.The geoid height was determined by GEOID03.
 FA2516
 FA2516;                    North         East     Units Scale Factor Converg.
 FA2516;SPC NC       -   166,339.508   433,635.435   MT  0.99987264   -1 06 57.4
 FA2516;SPC NC       -   545,732.20  1,422,685.59   sFT  0.99987264   -1 06 57.4
 FA2516;UTM  17      - 3,899,001.108   506,053.187   MT  0.99960045   +0 02 18.2
 FA2516
 FA2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2516!SPC NC       -   0.99996790  x   0.99987264  =   0.99984054
 FA2516!UTM  17      -   0.99996790  x   0.99960045  =   0.99956836
 FA2516
 FA2516:                Primary Azimuth Mark                     Grid Az
 FA2516:SPC NC       -  PIPER                                    189 04 46.0
 FA2516:UTM  17      -  PIPER                                    187 55 30.4
 FA2516
 FA2516|---------------------------------------------------------------------|
 FA2516| PID    Reference Object                     Distance      Geod. Az  |
 FA2516|                                                           dddmmss.s |
 FA2516| FA0517 PIPER                               APPROX. 0.9 KM 1875748.6 |
 FA2516|---------------------------------------------------------------------|
 FA2516
 FA2516                          SUPERSEDED SURVEY CONTROL
 FA2516
 FA2516  NAD 83(1986)-  35 14 02.60658(N)    080 56 00.52089(W) AD(       ) 2
 FA2516  NAD 27      -  35 14 02.09413(N)    080 56 01.26055(W) AD(       ) 2
 FA2516  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG    3  
 FA2516
 FA2516.Superseded values are not recommended for survey control.
 FA2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2516.See file dsdata.txt to determine how the superseded data were derived.
 FA2516
 FA2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0605399001(NAD 83)
 FA2516_MARKER: DE = TRAVERSE STATION DISK
 FA2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2516_STAMPING: BOYD 1965
 FA2516_MARK LOGO: NCGS  
 FA2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2516+STABILITY: SURFACE MOTION
 FA2516
 FA2516  HISTORY     - Date     Condition        Report By
 FA2516  HISTORY     - 1965     MONUMENTED       NCGS
 FA2516  HISTORY     - 1977     GOOD             NCHPWC
 FA2516  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2516  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 FA2516
 FA2516                          STATION DESCRIPTION
 FA2516
 FA2516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2516'BOYD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2516'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2516'
 FA2516'BOYD IS 5.1 MILES W OF CHARLOTTE.  LOCATED 0.6 MILES E ALONG
 FA2516'U.S. 29 AND 74 FROM LITTLE ROCK RD. (SR 1205).  0.5 MILES W OF
 FA2516'BOYER RD. (SR 1656).  AT THE T INTERSECTION OF U.S. 29 AND 74
 FA2516'WITH SR 1208 (ROAD TO DOUGLAS AIRPORT).  ON N SIDE OF U.S. 29
 FA2516'AND 74.  IN THE YARD OF THE BOYDS FISH AND OYSTER RESTAURANT.
 FA2516'
 FA2516'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2516'BOYD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2516'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2516'
 FA2516'MARK IS
 FA2516'
 FA2516'7.5 FT E OF PP WITH TRAFFIC LIGHT SWITCH WITH ALUMINUM REF. TAG
 FA2516'
 FA2516'7.0 FT N OF CURB ON U.S. 29 AND 74
 FA2516'
 FA2516'56.7 FT W OF TP IN FRONT OF BOYDS RESTAURANT WITH ALUMINUM REF. TAG
 FA2516'
 FA2516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2516
 FA2516                          STATION RECOVERY (1977)
 FA2516
 FA2516'RECOVERY NOTE BY NC HWY AND P W COMM 1977 (HRH)
 FA2516'GOOD.
 FA2516
 FA2516                          STATION RECOVERY (1988)
 FA2516
 FA2516'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2516'MARK NOT FOUND.
 FA2516
 FA2516                          STATION RECOVERY (1996)
 FA2516
 FA2516'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3297 ***********************************************************************
 FB3297  DESIGNATION -  BOYD
 FB3297  PID         -  FB3297
 FB3297  STATE/COUNTY-  NC/HAYWOOD
 FB3297  USGS QUAD   -  CLYDE (1978)
 FB3297
 FB3297                         *CURRENT SURVEY CONTROL
 FB3297  ___________________________________________________________________
 FB3297* NAD 83(2001)-  35 34 45.01804(N)    082 59 15.02632(W)     ADJUSTED  
 FB3297* NAVD 88     -       934.4    (meters)    3066.     (feet)  VERTCON   
 FB3297  ___________________________________________________________________
 FB3297  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FB3297  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 FB3297  HORZ ORDER  -  SECOND
 FB3297
 FB3297.The horizontal coordinates were established by classical geodetic methods
 FB3297.and adjusted by the National Geodetic Survey in August 2005.
 FB3297
 FB3297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3297
 FB3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3297
 FB3297.The geoid height was determined by GEOID03.
 FB3297
 FB3297;                    North         East     Units Scale Factor Converg.
 FB3297;SPC NC       -   210,168.650   248,309.797   MT  0.99988887   -2 18 05.3
 FB3297;SPC NC       -   689,528.31    814,663.06   sFT  0.99988887   -2 18 05.3
 FB3297;UTM  17      - 3,939,091.841   319,912.081   MT  0.99999967   -1 09 24.1
 FB3297
 FB3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3297!SPC NC       -   0.99985789  x   0.99988887  =   0.99974677
 FB3297!UTM  17      -   0.99985789  x   0.99999967  =   0.99985756
 FB3297
 FB3297:                Primary Azimuth Mark                     Grid Az
 FB3297:SPC NC       -  ELLWOOD                                  327 37 53.5
 FB3297:UTM  17      -  ELLWOOD                                  326 29 12.3
 FB3297
 FB3297|---------------------------------------------------------------------|
 FB3297| PID    Reference Object                     Distance      Geod. Az  |
 FB3297|                                                           dddmmss.s |
 FB3297| FB2457 ELLWOOD                             APPROX. 2.8 KM 3251948.2 |
 FB3297|---------------------------------------------------------------------|
 FB3297
 FB3297                          SUPERSEDED SURVEY CONTROL
 FB3297
 FB3297  NAD 83(1995)-  35 34 45.01779(N)    082 59 15.02688(W) AD(       ) 2
 FB3297  NAD 83(1986)-  35 34 45.02361(N)    082 59 15.03033(W) AD(       ) 2
 FB3297  NAD 27      -  35 34 44.65289(N)    082 59 15.52999(W) AD(       ) 2
 FB3297  NGVD 29 (07/19/86)  934.5    (m)         3066.     (f) VERT ANG    3  
 FB3297
 FB3297.Superseded values are not recommended for survey control.
 FB3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3297.See file dsdata.txt to determine how the superseded data were derived.
 FB3297
 FB3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1991239092(NAD 83)
 FB3297_MARKER: DE = TRAVERSE STATION DISK
 FB3297_SETTING: 66 = SET IN ROCK OUTCROP
 FB3297_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB3297_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3297+STABILITY: POSITION/ELEVATION WELL
 FB3297
 FB3297  HISTORY     - Date     Condition        Report By
 FB3297  HISTORY     - 1977     MONUMENTED       NCGS
 FB3297  HISTORY     - 20061009 MARK NOT FOUND   USPSQD
 FB3297
 FB3297                          STATION DESCRIPTION
 FB3297
 FB3297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3297'THE STATION IS LOCATED ALONG I-40 AT COLEMAN GAP AND APPROXIMATELY 6.0
 FB3297'MILES NORTH OF WAYNESVILLE.
 FB3297'
 FB3297'TO REACH THE STATION FROM THE I-40 UNDERPASS OF NC 209 --(EXIT 24)--
 FB3297'NORTHWEST OF CLYDE, PROCEED NORTHWEST ALONG I-40 FOR 1.9 MILES TO
 FB3297'COLEMAN GAP AND STATION SOUTH OF INTERSTATE AT TOP OF 150 FOOT CUT AND
 FB3297'APPROXIMATELY 150 FEET SOUTH OF GAP ON HILLSIDE IN SOUTH END OF A FIVE
 FB3297'FOOT LONG ROCK OUTCROP NEAR FENCE LINE.
 FB3297'
 FB3297'STATION MARK IS A STANDARD DISK STAMPED---BOYD 1977---, SET FLUSH IN
 FB3297'DRILL HOLE.  THE MARK IS 17.4 FEET WEST-NORTHWEST OF FENCE LINE, 12.2
 FB3297'FEET EAST OF AN 18 INCH OAK, 33.2 FEET NORTH OF 20 INCH OAK, 19.6
 FB3297'FEET NORTH-NORTHWEST OF AN 18 INCH OAK AND 179.7 FEET (SLOPE) SOUTH-
 FB3297'SOUTHWEST OF RIGHT-OF-WAY MONUMENT AT FENCE CORNER.
 FB3297
 FB3297                          STATION RECOVERY (2006)
 FB3297
 FB3297'RECOVERY NOTE BY US POWER SQUADRON 2006 (DCW)
 FB3297'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2201 ***********************************************************************
 EY2201  DESIGNATION -  BOYD
 EY2201  PID         -  EY2201
 EY2201  STATE/COUNTY-  NC/PITT
 EY2201  USGS QUAD   -  GRIMESLAND (1979)
 EY2201
 EY2201                         *CURRENT SURVEY CONTROL
 EY2201  ___________________________________________________________________
 EY2201* NAD 83(2001)-  35 35 18.22842(N)    077 14 19.85569(W)     ADJUSTED  
 EY2201* NAVD 88     -        13.62   (+/-2cm)      44.7    (feet)  VERTCON   
 EY2201  ___________________________________________________________________
 EY2201  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EY2201  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 EY2201  HORZ ORDER  -  SECOND
 EY2201  VERT ORDER  -  THIRD (See Below)
 EY2201
 EY2201.The horizontal coordinates were established by classical geodetic methods
 EY2201.and adjusted by the National Geodetic Survey in August 2005.
 EY2201
 EY2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2201.The vertical order pertains to the NGVD 29 superseded value.
 EY2201
 EY2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2201
 EY2201.The geoid height was determined by GEOID03.
 EY2201
 EY2201;                    North         East     Units Scale Factor Converg.
 EY2201;SPC NC       -   205,350.531   769,188.183   MT  0.99988980   +1 00 59.3
 EY2201;SPC NC       -   673,720.87  2,523,578.23   sFT  0.99988980   +1 00 59.3
 EY2201;UTM  18      - 3,940,604.230   297,157.762   MT  1.00010705   -1 18 12.1
 EY2201
 EY2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2201!SPC NC       -   1.00000354  x   0.99988980  =   0.99989334
 EY2201!UTM  18      -   1.00000354  x   1.00010705  =   1.00011059
 EY2201
 EY2201|---------------------------------------------------------------------|
 EY2201| PID    Reference Object                     Distance      Geod. Az  |
 EY2201|                                                           dddmmss.s |
 EY2201| EY4401 BOYD RM 1                            46.682 METERS 07532     |
 EY2201| EY4402 BOYD RM 2 AZIMUTH                   APPROX. 0.8 KM 0941931.6 |
 EY2201| EY2172 WASHINGTON MUNICIPAL TANK           APPROX.16.9 KM 1055811.5 |
 EY2201| EY2181 WATER TANK                          APPROX.20.4 KM 1093304.2 |
 EY2201| EY4403 BOYD RM 3                            54.773 METERS 22239     |
 EY2201| AE8756 BOYD 2                                6.930 METERS 24726     |
 EY2201| AE9557 BOYD 2 RM 4                          20.747 METERS 27958     |
 EY2201|---------------------------------------------------------------------|
 EY2201
 EY2201                          SUPERSEDED SURVEY CONTROL
 EY2201
 EY2201  NAD 83(1986)-  35 35 18.23842(N)    077 14 19.86393(W) AD(       ) 2
 EY2201  NAD 83(1986)-  35 35 18.23865(N)    077 14 19.86784(W) AD(       ) 1
 EY2201  NAD 27      -  35 35 17.65600(N)    077 14 21.00520(W) AD(       ) 1
 EY2201  NGVD 29 (04/29/98)   13.96   (m)           45.8    (f) LEVELING    3  
 EY2201
 EY2201.Superseded values are not recommended for survey control.
 EY2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2201.See file dsdata.txt to determine how the superseded data were derived.
 EY2201
 EY2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9715840604(NAD 83)
 EY2201_MARKER: DE = TRAVERSE STATION DISK
 EY2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY2201_STAMPING: BOYD 1931
 EY2201_MARK LOGO: CGS   
 EY2201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2201+STABILITY: SURFACE MOTION
 EY2201
 EY2201  HISTORY     - Date     Condition        Report By
 EY2201  HISTORY     - 1931     MONUMENTED       CGS
 EY2201  HISTORY     - 1933     GOOD             CGS
 EY2201  HISTORY     - 1968     SEE DESCRIPTION  CGS
 EY2201  HISTORY     - 1979     SEE DESCRIPTION  NGS
 EY2201  HISTORY     - 1979     GOOD             NCGS
 EY2201  HISTORY     - 19840101 GOOD             NCGS
 EY2201  HISTORY     - 19850723 GOOD             NCGS
 EY2201
 EY2201                          STATION DESCRIPTION
 EY2201
 EY2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EY2201'ABOUT 11 MILES WEST OF WASHINGTON, 8-1/2 MILES EAST OF GREENVILLE,
 EY2201'3 MILES WEST OF GRIMESLAND, ON LAND OWNED BY EDWARDS AND TUCKER
 EY2201'AND OVERSEEN BY MR. BOYD, OPPOSITE TELEPHONE POLE NO. 1632, ON
 EY2201'SLIGHT RISE OF GROUND, IN BARE SPOT IN FORKS OF ROADS, 38 FEET
 EY2201'SOUTH OF CENTER LINE OF ROUTE 264, 21 FEET NORTHWEST OF DIRT ROAD
 EY2201'WHICH TURNS OFF TO SOUTHWEST AT THIS POINT, 31 FEET NORTHEAST OF
 EY2201'27-INCH OAK TREE, AND 122 FEET NORTHEAST OF NORTHEAST CORNER
 EY2201'OF SMALL HOUSE.  TO REACH FROM WASHINGTON,
 EY2201'GO SOUTH 3 MILES ON UNITED STATES ROUTE 17 TO CHOCOWINITY,
 EY2201'PROCEED WEST 6.3 MILES ON ROUTE 91 TO GRIMESLAND, AND CONTINUE
 EY2201'WEST 3.3 MILES ON ROUTE 91 TO STATION SITE.  TO REACH FROM
 EY2201'GREENVILLE, GO EAST ABOUT 8-1/2 MILES FROM MAIN INTERSECTION ON
 EY2201'UNITED STATES ROUTE 264 TO STATION SITE.
 EY2201'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 EY2201'CONCRETE.
 EY2201'
 EY2201'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 EY2201'
 EY2201'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF CENTER
 EY2201'LINE OF HIGHWAY, 25 FEET EAST OF CENTER LINE OF DIRT ROAD
 EY2201'LEADING NORTH, 2 FEET WEST OF TELEPHONE POLE NO. 1633, AND
 EY2201'153.25 FEET FROM STATION.
 EY2201'
 EY2201'REFERENCE MARK NO. 2 IS ABOUT 9 PACES NORTH OF
 EY2201'CENTER LINE OF HIGHWAY, 1 FOOT NORTH
 EY2201'OF EAST-AND-WEST WIRE FENCE, 46 FEET SOUTHEAST OF TELEPHONE
 EY2201'POLE NO. 1654, ABOUT 75 YARDS NORTHWEST OF MOST WESTERLY OF TWO
 EY2201'1-STORY HOUSES ON SOUTH SIDE OF HIGHWAY, AND APPROXIMATELY 0.5
 EY2201'MILE FROM STATION S 85 DEG 42 MIN E.
 EY2201'
 EY2201'REFERENCE MARK NO. 3 IS 41 FEET
 EY2201'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE MENTIONED ABOVE, 10 FEET
 EY2201'NORTHWEST OF CENTER LINE OF DIRT ROAD MENTIONED ABOVE, AT EAST
 EY2201'CORNER OF GARDEN, 8 FEET SOUTHWEST OF 20-INCH PINE TREE WITH LARGE
 EY2201'BLAZE, AND 179.55 FEET FROM STATION.
 EY2201
 EY2201                          STATION RECOVERY (1968)
 EY2201
 EY2201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCB)
 EY2201'STATION UNDERGROUND MARK AND ALL OTHER MARKS WERE RECOVERED AS
 EY2201'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE SOIL HAD ERODED
 EY2201'FROM AROUND STATION MARK, THE MARK HAD BEEN KNOCKED OUT OF POSITION
 EY2201'AND THE DISK HAD BEEN REMOVED SO THE UNDERGROUND MARK WAS LOWERED
 EY2201'IN POSITION AND A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 EY2201'UNDERGROUND MARK.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 EY2201'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT
 EY2201'2 INCHES AND THE DISK IS STAMPED---BOYD 1931 1968---.
 EY2201'A DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS
 EY2201'AND IN THE DIRECTION TO REFERENCE MARK NO. 3.
 EY2201'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE 27 INCH OAK
 EY2201'TREE IS GONE.
 EY2201'
 EY2201'1968 OBSERVATIONS TAKEN FROM AN INSTRUMENT TRIPOD.
 EY2201
 EY2201                          STATION RECOVERY (1979)
 EY2201
 EY2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EY2201'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 EY2201'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARKS 1 AND 3 CHECKED
 EY2201'WITH THE 1968 RECOVERY.  THE DIRECTION TO REFERENCE MARK 3 WAS FOUND
 EY2201'TO BE SMALLER BY 1 MINUTE.  THE DIRECTION TO REFERENCE MARK 1 WAS
 EY2201'FOUND TO BE LARGER BY 56 SECONDS WHEN COMPARED TO THE 1968 DATA.
 EY2201'
 EY2201'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EY2201'
 EY2201'STATION IS ABOUT 11 MILES WEST OF WASHINGTON, 7 MILES EAST OF
 EY2201'GREENVILLE, 3 MILES WEST OF GRIMESLAND AND ON ROAD RIGHT-OF-WAY.
 EY2201'
 EY2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 264 AND STATE
 EY2201'ROUTE 33, GO EASTERLY ON STATE ROUTE 33 FOR 6.2 MILES TO THE STATION
 EY2201'ON THE RIGHT AT THE JUNCTION WITH SECONDARY ROAD 1762, CONTINUE
 EY2201'EASTERLY FOR 0.5 MILE TO A BRICK HOUSE ON THE LEFT AND THE AZIMUTH
 EY2201'MARK IN THE FRONT YARD.
 EY2201'
 EY2201'THE STATION MARK IS A STANDARD DISK STAMPED---BOYD 1931 1968---SET
 EY2201'IN THE TOP OF A ROUND CONCRETE POST THAT IS 10-INCHES IN DIAMETER
 EY2201'AND PROJECTS 1 INCH.  IT IS 126.5 EAST-NORTHEAST OF THE NORTHEAST
 EY2201'CORNER OF A WOOD FARM HOUSE, 38 FEET SOUTHWEST OF THE CENTER LINE OF
 EY2201'STATE HIGHWAY 33, 21.3 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 EY2201'TRANSFORMER AND 16 FEET NORTHWEST OF THE CENTERLINE OF SR 1762.
 EY2201'
 EY2201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BOYD NO 1 1931---SET
 EY2201'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 EY2201'97 FEET EAST OF THE CENTER OF A DIRT ROAD, 27 FEET NORTH OF THE
 EY2201'CENTERLINE OF STATE HIGHWAY 33 AND 2.2 FEET WEST-NORTHWEST OF
 EY2201'TELEPHONE POLE 1657.
 EY2201'
 EY2201'REFERENCE 3 IS A STANDARD DISK STAMPED---BOYD NO 3 1931---SET IN
 EY2201'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 EY2201'IS 45.3 SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 17 FEET
 EY2201'NORTHWEST OF THE CENTER OF SR 1762, 16 FEET EAST OF A TELEPHONE
 EY2201'JUNCTION BOX AND 8.5 FEET SOUTHWEST OF A 36 INCH PINE TREE.
 EY2201'
 EY2201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BOYD NO 2 1931---SET
 EY2201'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT
 EY2201'71.3 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK HOUSE,
 EY2201'65.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 42.3 FEET
 EY2201'WEST OF THE SOUTHWEST CORNER OF A WATER WELL PUMP HOUSE, 27 FEET
 EY2201'NORTHEAST OF THE CENTERLINE OF STATE ROUTE 33 AND 9.2 FEET
 EY2201'EAST-NORTHEAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY.
 EY2201
 EY2201                          STATION RECOVERY (1979)
 EY2201
 EY2201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2201'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.B.
 EY2201'MCKINNEY IN 1979.
 EY2201
 EY2201                          STATION RECOVERY (1984)
 EY2201
 EY2201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY2201'STATION SURFACE MARK WAS RECOVEDED DISTURBED, AND WAS REMOVED AS IT
 EY2201'WAS IN THE ROADBED.  SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION
 EY2201'AND LEFT INTACT.  REFERENCE MARKS ONE, TWO, AND THREE WERE RECOVERED
 EY2201'IN GOOD CONDITION.  THE DISTANCES AND ANGLE BETWEEN REFERENCE MARK ONE
 EY2201'AND THREE CHECKED WITH THE 1979 RECOVERY.  THE LINE OF SIGHT TO
 EY2201'REFERENCE MARK TWO IS OBSTRUCTED BY A TREE.  BOYD 2 AND BOYD 2 RM 4
 EY2201'WERE ESTABLISHED AT THIS TIME. STATION IS LOCATED ABOUT 11.2 KM (6.95
 EY2201'MI) EAST OF GREENVILLE, AND 4.8 KM (3.00 MI) WEST OF GRIMESLAND, ON
 EY2201'THE ROAD RIGHT-OF-WAY. ALONG NC 33 FOR 4.0 KM (2.50 MI) WEST FROM THE
 EY2201'NORFOLK-SOUTHERN RAILROAD CROSSING, AND IN THE ROADWAY OF SR 1762
 EY2201'INTERSECTION. MARK IS RECESSED 3.5 M (11.5 FT) (68.4) BELOW GROUND.
 EY2201'LOCATED 3.8 M (12.5 FT) NORTHWEST OF THE CENTERLINE OF THE SR, 11.3 M
 EY2201'(37.1 FT) SOUTH OF THE CENTERLINE LINE OF NC 33, 20.8 M (68.2 FT) M
 EY2201'NORTHWEST OF AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A
 EY2201'1-STORY HOUSE, 38.6 M (126.6 FT) EAST-NORTHEAST OF THE NORTHEAST
 EY2201'CORNER OF A 1-STORY FRAME HOUSE--AND 6.4 M (21.0 FT) SOUTHEAST FROM A
 EY2201'POWER POLE WITH TRANSFORMER, 20.76 M (68.11 FT) EAST 0F A 40-INCH
 EY2201'OAK--BOTH WITH REFERENCE TAGS. FOR THE RECOVERY OF REFERENCE MARKS 1,
 EY2201'2, AND RM 3 SEE THE DESCRIPTION FOR EACH.
 EY2201
 EY2201                          STATION RECOVERY (1985)
 EY2201
 EY2201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (LWA)
 EY2201'UNDERGROUND MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2741 ***********************************************************************
 FY2741  DESIGNATION -  BOYD
 FY2741  PID         -  FY2741
 FY2741  STATE/COUNTY-  NC/WARREN
 FY2741  USGS QUAD   -  MIDDLEBURG (1982)
 FY2741
 FY2741                         *CURRENT SURVEY CONTROL
 FY2741  ___________________________________________________________________
 FY2741* NAD 83(2001)-  36 25 40.22192(N)    078 17 34.70280(W)     ADJUSTED  
 FY2741* NAVD 88     -       137.6    (meters)     451.     (feet)  VERTCON   
 FY2741  ___________________________________________________________________
 FY2741  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 FY2741  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FY2741  HORZ ORDER  -  SECOND
 FY2741
 FY2741.The horizontal coordinates were established by classical geodetic methods
 FY2741.and adjusted by the National Geodetic Survey in August 2005.
 FY2741
 FY2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2741
 FY2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2741
 FY2741.The geoid height was determined by GEOID03.
 FY2741
 FY2741;                    North         East     Units Scale Factor Converg.
 FY2741;SPC NC       -   297,301.602   673,008.022   MT  1.00008337   +0 24 29.1
 FY2741;SPC NC       -   975,397.01  2,208,027.15   sFT  1.00008337   +0 24 29.1
 FY2741;UTM  17      - 4,034,809.515   742,680.121   MT  1.00032567   +1 36 29.7
 FY2741
 FY2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2741!SPC NC       -   0.99998357  x   1.00008337  =   1.00006693
 FY2741!UTM  17      -   0.99998357  x   1.00032567  =   1.00030923
 FY2741
 FY2741|---------------------------------------------------------------------|
 FY2741| PID    Reference Object                     Distance      Geod. Az  |
 FY2741|                                                           dddmmss.s |
 FY2741| FY2763 WATKINS                             363.392 METERS 11941     |
 FY2741| FY2754 MANSON RD                           373.044 METERS 32324     |
 FY2741|---------------------------------------------------------------------|
 FY2741
 FY2741                          SUPERSEDED SURVEY CONTROL
 FY2741
 FY2741  NAD 83(1993)-  36 25 40.22336(N)    078 17 34.70495(W) AD(       ) 2
 FY2741  NAD 83(1986)-  36 25 40.22134(N)    078 17 34.71714(W) AD(       ) 2
 FY2741  NAD 27      -  36 25 39.70093(N)    078 17 35.73397(W) AD(       ) 2
 FY2741  NGVD 29 (07/19/86)  137.9    (m)          452.     (f) VERT ANG    3  
 FY2741
 FY2741.Superseded values are not recommended for survey control.
 FY2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2741.See file dsdata.txt to determine how the superseded data were derived.
 FY2741
 FY2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4268034810(NAD 83)
 FY2741_MARKER: DE = TRAVERSE STATION DISK
 FY2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2741_STAMPING: BOYD 1969
 FY2741_MARK LOGO: NCGS  
 FY2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2741+STABILITY: SURFACE MOTION
 FY2741
 FY2741  HISTORY     - Date     Condition        Report By
 FY2741  HISTORY     - 1969     MONUMENTED       NCGS
 FY2741
 FY2741                          STATION DESCRIPTION
 FY2741
 FY2741'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2741'BOYD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2741'THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2741'
 FY2741'BOYD IS LOCATED APPROXIMATELY 8.0 MILES WNW OF WARRENTON AND
 FY2741'5.4 MILES WSW OF NORLINA.  TO REACH STATION PROCEED FROM THE
 FY2741'INTERSECTION OF U.S. 1 WITH SR 1237 IN MANSON, GO NORTHWEST ON SR
 FY2741'1237 FOR 0.75 MILE TO STATION ON LEFT NEAR WIRE FENCE AND 0.25
 FY2741'MILE SOUTHEAST OF I-85.
 FY2741'
 FY2741'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2741'BOYD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY2741'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2741'
 FY2741'MARK IS
 FY2741'
 FY2741'24.5 FT SW OF C/L OF SR 1237
 FY2741'
 FY2741'12.8 FT NNW OF FENCE POST WITH ALUMINUM REF. TAG
 FY2741'
 FY2741'3.9 FT ENE OF FENCE POST WITH ALUMINUM REF. TAG
 FY2741'
 FY2741'89.0 FT WSW OF TP 22 WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2801 ***********************************************************************
 FY2801  DESIGNATION -  BOYD
 FY2801  PID         -  FY2801
 FY2801  STATE/COUNTY-  NC/VANCE
 FY2801  USGS QUAD   -  VICKSBORO (1970)
 FY2801
 FY2801                         *CURRENT SURVEY CONTROL
 FY2801  ___________________________________________________________________
 FY2801* NAD 83(2001)-  36 16 24.06097(N)    078 21 33.42204(W)     ADJUSTED  
 FY2801* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 FY2801  ___________________________________________________________________
 FY2801  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 FY2801  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 FY2801  HORZ ORDER  -  SECOND
 FY2801
 FY2801.The horizontal coordinates were established by classical geodetic methods
 FY2801.and adjusted by the National Geodetic Survey in August 2005.
 FY2801
 FY2801.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2801
 FY2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2801
 FY2801.The geoid height was determined by GEOID03.
 FY2801
 FY2801;                    North         East     Units Scale Factor Converg.
 FY2801;SPC NC       -   280,117.648   667,171.940   MT  1.00003152   +0 22 11.3
 FY2801;SPC NC       -   919,019.32  2,188,879.94   sFT  1.00003152   +0 22 11.3
 FY2801;UTM  17      - 4,017,503.054   737,202.812   MT  1.00029330   +1 33 47.1
 FY2801
 FY2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2801!SPC NC       -   0.99998233  x   1.00003152  =   1.00001385
 FY2801!UTM  17      -   0.99998233  x   1.00029330  =   1.00027563
 FY2801
 FY2801:                Primary Azimuth Mark                     Grid Az
 FY2801:SPC NC       -  FARM                                     125 16 01.5
 FY2801:UTM  17      -  FARM                                     124 04 25.7
 FY2801
 FY2801|---------------------------------------------------------------------|
 FY2801| PID    Reference Object                     Distance      Geod. Az  |
 FY2801|                                                           dddmmss.s |
 FY2801| FY2800 FARM                                409.419 METERS 1253812.8 |
 FY2801|---------------------------------------------------------------------|
 FY2801
 FY2801                          SUPERSEDED SURVEY CONTROL
 FY2801
 FY2801  NAD 83(1993)-  36 16 24.06349(N)    078 21 33.42558(W) AD(       ) 2
 FY2801  NAD 83(1986)-  36 16 24.06152(N)    078 21 33.43259(W) AD(       ) 2
 FY2801  NAD 27      -  36 16 23.53158(N)    078 21 34.44505(W) AD(       ) 2
 FY2801  NGVD 29 (07/19/86)  145.8    (m)          478.     (f) VERT ANG    3  
 FY2801
 FY2801.Superseded values are not recommended for survey control.
 FY2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2801.See file dsdata.txt to determine how the superseded data were derived.
 FY2801
 FY2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3720317503(NAD 83)
 FY2801_MARKER: DE = TRAVERSE STATION DISK
 FY2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2801+STABILITY: SURFACE MOTION
 FY2801
 FY2801  HISTORY     - Date     Condition        Report By
 FY2801  HISTORY     - 1976     MONUMENTED       NCGS
 FY2801  HISTORY     - 1985     GOOD             USPSQD
 FY2801  HISTORY     - 1987     GOOD             USPSQD
 FY2801
 FY2801                          STATION DESCRIPTION
 FY2801
 FY2801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2801'BOYD IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE
 FY2801'VICINITY OF GILLBURG AND APPROXIMATELY 4.5 MILES SOUTHEAST OF
 FY2801'HENDERSON, NORTH CAROLINA.
 FY2801'
 FY2801'TO REACH STATION FROM THE NC 39 AND SR 1519 CROSSROADS AT GILLBURG,
 FY2801'PROCEED SOUTHEASTERLY ALONG NC 39 FOR 0.6 MILE TO STATION ON THE LEFT,
 FY2801'AND ON THE PROLONGATION OF THE NORTHWEST SIDE OF THE C. H. BOYDS ONE
 FY2801'AND A HALF STORY WHITE FRAME RESIDENCE, AND 1.15 MILES NORTHWEST OF T
 FY2801'INTERSECTION WITH SR 1543 (EAST-NORTHEAST).
 FY2801'
 FY2801'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BOYD 1976---, SET IN
 FY2801'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2801'SURFACE OF THE GROUND.  THE MARK IS 43.0 FEET NORTH-NORTHEAST OF THE
 FY2801'CENTERLINE OF NC 39, 88.2 FEET NORTHWEST OF CENTER OF TOP OF NORTHEAST
 FY2801'END OF CONCRETE CULVERT UNDER HIGHWAY, 80.6 FEET EAST-NORTHEAST OF
 FY2801'CENTER OF TOP OF SOUTHEAST END OF CONCRETE CULVERT UNDER BOYDS
 FY2801'DRIVEWAY, 83.9 FEET WEST-SOUTHWEST OF SOUTHEAST CORNER OF MOBILE HOME,
 FY2801'26.4 FEET EAST-SOUTHEAST OF POWER POLE WITH ALUMINUM TAG, AND 116.3
 FY2801'FEET NORTH-NORTHWEST OF TELEPHONE POLE NO.80 WITH ALUMINUM TAG.
 FY2801
 FY2801                          STATION RECOVERY (1985)
 FY2801
 FY2801'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2801'RECOVERED IN GOOD CONDITION.
 FY2801
 FY2801                          STATION RECOVERY (1987)
 FY2801
 FY2801'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2865 ***********************************************************************
 FY2865  DESIGNATION -  BOYD
 FY2865  PID         -  FY2865
 FY2865  STATE/COUNTY-  NC/GRANVILLE
 FY2865  USGS QUAD   -  OXFORD (1984)
 FY2865
 FY2865                         *CURRENT SURVEY CONTROL
 FY2865  ___________________________________________________________________
 FY2865* NAD 83(2001)-  36 18 26.86363(N)    078 30 57.32654(W)     ADJUSTED  
 FY2865* NAVD 88     -       141.4    (meters)     464.     (feet)  VERTCON   
 FY2865  ___________________________________________________________________
 FY2865  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 FY2865  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FY2865  HORZ ORDER  -  SECOND
 FY2865
 FY2865.The horizontal coordinates were established by classical geodetic methods
 FY2865.and adjusted by the National Geodetic Survey in August 2005.
 FY2865
 FY2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2865
 FY2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2865
 FY2865.The geoid height was determined by GEOID03.
 FY2865
 FY2865;                    North         East     Units Scale Factor Converg.
 FY2865;SPC NC       -   283,823.206   653,078.913   MT  1.00004234   +0 16 45.8
 FY2865;SPC NC       -   931,176.64  2,142,643.07   sFT  1.00004234   +0 16 45.8
 FY2865;UTM  17      - 4,020,915.201   723,032.651   MT  1.00021293   +1 28 17.3
 FY2865
 FY2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2865!SPC NC       -   0.99998286  x   1.00004234  =   1.00002520
 FY2865!UTM  17      -   0.99998286  x   1.00021293  =   1.00019579
 FY2865
 FY2865|---------------------------------------------------------------------|
 FY2865| PID    Reference Object                     Distance      Geod. Az  |
 FY2865|                                                           dddmmss.s |
 FY2865| FY2857 BURROUGHS                           223.756 METERS 03340     |
 FY2865| FY2848 COOPER                              366.420 METERS 20328     |
 FY2865|---------------------------------------------------------------------|
 FY2865
 FY2865                          SUPERSEDED SURVEY CONTROL
 FY2865
 FY2865  NAD 83(1993)-  36 18 26.86799(N)    078 30 57.32778(W) AD(       ) 2
 FY2865  NAD 83(1986)-  36 18 26.86654(N)    078 30 57.33595(W) AD(       ) 2
 FY2865  NAD 27      -  36 18 26.34598(N)    078 30 58.33786(W) AD(       ) 2
 FY2865  NGVD 29 (07/19/86)  141.7    (m)          465.     (f) VERT ANG    3  
 FY2865
 FY2865.Superseded values are not recommended for survey control.
 FY2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2865.See file dsdata.txt to determine how the superseded data were derived.
 FY2865
 FY2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2303320915(NAD 83)
 FY2865_MARKER: DE = TRAVERSE STATION DISK
 FY2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2865_STAMPING: BOYD 1971
 FY2865_MARK LOGO: NCGS  
 FY2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2865+STABILITY: SURFACE MOTION
 FY2865
 FY2865  HISTORY     - Date     Condition        Report By
 FY2865  HISTORY     - 1971     MONUMENTED       NCGS
 FY2865
 FY2865                          STATION DESCRIPTION
 FY2865
 FY2865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2865'BOYD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY2865'VICINITY OF OXFORD, NORTH CAROLINA.
 FY2865'
 FY2865'BOYD IS LOCATED APPROXIMATELY 4.0 MILES EAST OF OXFORD AND 6.8 MILES
 FY2865'WEST OF HENDERSON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FY2865'OF US 158 BUSINESS AND SR 1611.  GO SOUTH ON SR 1611 FOR 0.6 MILE TO
 FY2865'STATION ON RIGHT (W SIDE OF SR 1611).  AND 2.4 MILES NORTH OF
 FY2865'SEABOARD COAST LINE RAILROAD CROSSING ON SR 1611.
 FY2865'
 FY2865'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOYD
 FY2865'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2865'FLUSH WITH THE GROUND.
 FY2865'
 FY2865'MARK IS
 FY2865'25.8 FEET NW OF C/L OF SR 1611.
 FY2865'103.0 FEET NE OF C/L OF DRIVEWAY TO A HOUSE.
 FY2865'123.7 FEET N OF TOP OF A TP JUNCTION BOX.
 FY2865'123.1 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FY2865'197.0 FEET SW OF ALUMINUM REF. TAG ON PP NO. 4 W/TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3094 ***********************************************************************
 FX3094  DESIGNATION -  BOYD
 FX3094  PID         -  FX3094
 FX3094  STATE/COUNTY-  NC/CURRITUCK
 FX3094  USGS QUAD   -  CREEDS (1986)
 FX3094
 FX3094                         *CURRENT SURVEY CONTROL
 FX3094  ___________________________________________________________________
 FX3094* NAD 83(2007)-  36 31 48.67223(N)    076 06 02.63957(W)     ADJUSTED  
 FX3094* NAVD 88     -         0.4    (meters)       1.     (feet)  GPS OBS   
 FX3094  ___________________________________________________________________
 FX3094  EPOCH DATE  -        2002.00
 FX3094  X           -   1,232,586.871 (meters)                     COMP
 FX3094  Y           -  -4,980,925.797 (meters)                     COMP
 FX3094  Z           -   3,775,604.533 (meters)                     COMP
 FX3094  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 FX3094  ELLIP HEIGHT-         -37.350 (meters)          (02/10/07) ADJUSTED
 FX3094  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 FX3094
 FX3094  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX3094  Type    PID    Designation                      North   East  Ellip
 FX3094  -------------------------------------------------------------------
 FX3094  NETWORK FX3094 BOYD                              0.45   0.37   1.00
 FX3094  -------------------------------------------------------------------
 FX3094
 FX3094.The horizontal coordinates were established by GPS observations
 FX3094.and adjusted by the National Geodetic Survey in February 2007.
 FX3094
 FX3094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX3094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX3094.The horizontal coordinates are valid at the epoch date displayed above.
 FX3094.The epoch date for horizontal control is a decimal equivalence
 FX3094.of Year/Month/Day.
 FX3094
 FX3094.The orthometric height was determined by GPS observations and a
 FX3094.high-resolution geoid model.
 FX3094
 FX3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX3094
 FX3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3094
 FX3094.The ellipsoidal height was determined by GPS observations
 FX3094.and is referenced to NAD 83.
 FX3094
 FX3094.The geoid height was determined by GEOID03.
 FX3094
 FX3094;                    North         East     Units Scale Factor Converg.
 FX3094;SPC NC       -   312,226.034   869,243.563   MT  1.00012177   +1 40 24.1
 FX3094;SPC NC       - 1,024,361.58  2,851,843.26   sFT  1.00012177   +1 40 24.1
 FX3094;SPC VA S     - 1,024,576.394 3,714,857.382   MT  1.00005133   +1 27 22.2
 FX3094;SPC VA S     - 3,361,464.39 12,187,827.93   sFT  1.00005133   +1 27 22.2
 FX3094;UTM  18      - 4,043,319.989   401,460.041   MT  0.99971963   -0 39 18.9
 FX3094
 FX3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3094!SPC NC       -   1.00000586  x   1.00012177  =   1.00012763
 FX3094!SPC VA S     -   1.00000586  x   1.00005133  =   1.00005719
 FX3094!UTM  18      -   1.00000586  x   0.99971963  =   0.99972549
 FX3094
 FX3094|---------------------------------------------------------------------|
 FX3094| PID    Reference Object                     Distance      Geod. Az  |
 FX3094|                                                           dddmmss.s |
 FX3094| FX4591 BOYD RM 2                            39.454 METERS 07321     |
 FX3094| FX3131 CREEKMORE                           APPROX. 4.3 KM 2755351.2 |
 FX3094| FX4592 BOYD RM 3                            28.896 METERS 33529     |
 FX3094|---------------------------------------------------------------------|
 FX3094
 FX3094                          SUPERSEDED SURVEY CONTROL
 FX3094
 FX3094  NAD 83(2001)-  36 31 48.67297(N)    076 06 02.63911(W) AD(       ) 1
 FX3094  ELLIP H (05/07/03)  -37.335  (m)                       GP(       ) 3 1
 FX3094  NAD 83(1986)-  36 31 48.68567(N)    076 06 02.66838(W) AD(       ) 1
 FX3094  NAD 83(1993)-  36 31 48.67794(N)    076 06 02.64262(W) AD(       ) 2
 FX3094  NAD 83(1986)-  36 31 48.68617(N)    076 06 02.66819(W) AD(       ) 2
 FX3094  NAD 27      -  36 31 48.13500(N)    076 06 03.91200(W) AD(       ) 2
 FX3094
 FX3094.Superseded values are not recommended for survey control.
 FX3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3094.See file dsdata.txt to determine how the superseded data were derived.
 FX3094
 FX3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0146043320(NAD 83)
 FX3094_MARKER: DH = HORIZONTAL CONTROL DISK
 FX3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3094_STAMPING: BOYD 1934
 FX3094_MARK LOGO: CGS   
 FX3094_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3094+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 FX3094
 FX3094  HISTORY     - Date     Condition        Report By
 FX3094  HISTORY     - 1934     MONUMENTED       CGS
 FX3094  HISTORY     - 1955     GOOD             CGS
 FX3094  HISTORY     - 19941101 GOOD             NCGS
 FX3094
 FX3094                          STATION DESCRIPTION
 FX3094
 FX3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FX3094'THE STATION IS ABOUT 4 MILES E OF MOYOCK, ON THE N BANK OF
 FX3094'NORTHWEST RIVER AT AUGERS LANDING, ABOUT 1-1/2 MILES ABOVE THE
 FX3094'MOUTH OF THE RIVER IN TULL BAY.  THE STATION IS ABOUT 115 FEET
 FX3094'E OF W END OF A CORDUROY ROAD AT THE WATERS EDGE, 50 FEET S OF
 FX3094'THE CENTER OF ROAD AT EDGE OF WOODS, AND 165 FEET W OF FENCE.
 FX3094'
 FX3094'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FX3094'DISKS SET IN CONCRETE.
 FX3094'
 FX3094'REFERENCE MARK NO.1 (AZIMUTH MARK), IS ABOUT 1800 FEET NE OF
 FX3094'THE STATION AT EDGE OF WOODS, AND 2 FEET FROM FENCE.  REFERENCE
 FX3094'MARK NO.2 IS ENE OF THE STATION, ABOUT 45 FEET W OF FENCE AND
 FX3094'45 FEET S OF CENTER OF ROAD.  REFERENCE MARK NO.3 IS NW OF
 FX3094'STATION AND 38 FEET W OF CENTER OF ROAD AT EDGE OF WOODS.
 FX3094'
 FX3094'TO REACH FROM NORTHWEST POST OFFICE, VIRGINIA, SET 0.0 AND
 FX3094'FOLLOW HIGHWAY 27 N 1.0 MILE AND TAKE TAR ROAD RIGHT.  AT 2.7
 FX3094'KEEP RIGHT AND AT 3.4 KEEP RIGHT FORK.  AT 5.6 KEEP RIGHT AT
 FX3094'BRIDGE.  AT 6.4 CONTINUE FROM TAR TO DIRT ROAD.  AT 7.5 TURN
 FX3094'RIGHT AT T-ROAD.  AT 8.9 TAKE SHARP RIGHT AT FENCE.  AT 10.7
 FX3094'PASS THROUGH GATE.  AT 10.9 TAKE LEFT AT SAWMILL SITE.  AT 11.2
 FX3094'KEEP RIGHT FORK.  AT 11.5 REACH JOHN BOYDS FARMYARD AND
 FX3094'STATION.
 FX3094'
 FX3094'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FX3094
 FX3094                          STATION RECOVERY (1955)
 FX3094
 FX3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LIS)
 FX3094'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FX3094'FOLLOWING CHANGES WERE NOTED--
 FX3094'
 FX3094'THERE IS NO LONGER A CORDUROY ROAD AT THE WATERS EDGE.  THE
 FX3094'PROPERTY NOW BELONGS TO MR. ASKEW.  STATION IS 66 FT. SE OF THE
 FX3094'LAND END OF THE WOODEN DOCK, AND 36.5 FT. N OF AN E-W FENCE.
 FX3094'
 FX3094'REFERENCE MARK 1 WAS RECOVERED IN THE S EDGE OF THE ROAD
 FX3094'LEADING TO THE DOCK.
 FX3094'
 FX3094'REFERENCE MARK 2 WAS NOT SEARCHED FOR.
 FX3094'
 FX3094'REFERENCE MARK 3 WAS NOT RECOVERED.
 FX3094'
 FX3094'THE TO REACH IN THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FX3094
 FX3094                          STATION RECOVERY (1994)
 FX3094
 FX3094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX3094'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  PROCEED
 FX3094'ALONG ON VA 168 HIGHWAY FOR 0.8 MI (1.3 KM) NORTHERLY TO STOP LIGHT IN
 FX3094'NORTHWEST, VA., THENCE ALONG VA 168 FOR 1.0 MI (1.6 KM) NORTHERLY TO
 FX3094'GALLBUSH ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.85 MI (2.98 KM)
 FX3094'EASTERLY TO INDIAN CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 2.8
 FX3094'MI (4.5 KM) EASTERLY TO BAUM ROAD, THENCE ALONG BAUM ROAD FOR 1.25 MI
 FX3094'(2.01 KM) EASTERLY TO GRAGS CSWYRD, THENCE ALONG GRAGS CSWYRD FOR 1.25
 FX3094'MI (2.01 KM) EASTERLY TO W.  GIBBS ROAD, THENCE ALONG W.  GIBBS ROAD
 FX3094'FOR 1.0 MI (1.6 KM) SOUTHERLY TO THE VA/NC STATE LINE AND NCSR 1248
 FX3094'(W.  GIBBS ROAD) , CONTINUING ALONG NCSR 1248 (W. GIBBS ROAD) FOR 1.65
 FX3094'MI (2.66 KM) SOUTHERLY TO THE END AT CUL-DE-SAC, AND THE STATION
 FX3094'(APPROXIMATELY 100 YARDS SOUTHWEST IN THE FRONT YARD OF MRS. ASKEW) .
 FX3094'MARK IS ABOUT 1-FOOT HIGHER THAN THE WATER AND PROJECTS 3-INCHES ABOVE
 FX3094'THE GROUND.  LOCATED 67.3 FT (20.5 M) SOUTHEAST OF THE LANDING OF A
 FX3094'WOODEN DOCK, 55 FT (16.8 M) EAST-SOUTHEAST OF EDGE OF WATER, AND 46.7
 FX3094'FT (14.2 M) NORTH-NORTHWEST OF A 25 INCH PINE TREE. THE FENCE IS NOW
 FX3094'GONE.  REFERENCE MARK NO 1 WAS SEARCHED FOR BUT NOT FOUND.  INADEQUATE
 FX3094'DESCRIPTION, MAY BE LOST TO ROAD IMPROVEMENTS. REFERENCE MARK NO 2
 FX3094'FOUND IN GOOD CONDITION.  MARK IS ABOUT 2-FEET HIGHER THAN THE WATER
 FX3094'AND PROJECTS 3-INCHES ABOVE THE GROUND. LOCATED 28.3 FT (8.6 M)
 FX3094'WEST-NORTHWEST OF A 24 INCH PINE TREE, 15.9 FT (4.8 M) NORTHEAST OF A
 FX3094'25 INCH PINE TREE, AND 58 FT (17.7 M) NORTH-NORTHWEST OF THE EDGE OF
 FX3094'MARSH.  REFERENCE MARK NO 3 WAS FOUND IN GOOD CONDITION.  MARK IS
 FX3094'ABOUT 1-FOOT HIGHER THAN THE WATER AND IS FLUSH WITH THE GROUND.
 FX3094'LOCATED 4.1 FT (1.2 M) SOUTHEAST OF THE SOUTHWEST EDGE OF A
 FX3094'NORTHEAST-SOUTHWEST CANAL, 6.3 FT (1.9 M) NORTH-NORTHWEST OF THE
 FX3094'SOUTHWESTERN MOST OF SIX BRICK YARD LIGHT COLUMNS, AND 59.4 FT (18.1
 FX3094'M) NORTH-NORTHEAST OF THE LANDING OF THE WOODEN DOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4116 ***********************************************************************
 EY4116  DESIGNATION -  BOYD
 EY4116  PID         -  EY4116
 EY4116  STATE/COUNTY-  NC/BEAUFORT
 EY4116  USGS QUAD   -  BUNYAN (1974)
 EY4116
 EY4116                         *CURRENT SURVEY CONTROL
 EY4116  ___________________________________________________________________
 EY4116* NAD 83(2001)-  35 30 55.76213(N)    076 54 58.88582(W)     ADJUSTED  
 EY4116* NAVD 88     -         9.446  (meters)      30.99   (feet)  ADJUSTED  
 EY4116  ___________________________________________________________________
 EY4116  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EY4116  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 EY4116  DYNAMIC HT  -           9.438 (meters)      30.96  (feet)  COMP
 EY4116  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 EY4116
 EY4116  HORZ ORDER  -  SECOND
 EY4116  VERT ORDER  -  SECOND    CLASS II
 EY4116
 EY4116.The horizontal coordinates were established by classical geodetic methods
 EY4116.and adjusted by the National Geodetic Survey in August 2005.
 EY4116
 EY4116.The orthometric height was determined by differential leveling
 EY4116.and adjusted in June 1991.
 EY4116
 EY4116.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4116
 EY4116.The geoid height was determined by GEOID03.
 EY4116
 EY4116.The dynamic height is computed by dividing the NAVD 88
 EY4116.geopotential number by the normal gravity value computed on the
 EY4116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4116.degrees latitude (g = 980.6199 gals.).
 EY4116
 EY4116.The modeled gravity was interpolated from observed gravity values.
 EY4116
 EY4116;                    North         East     Units Scale Factor Converg.
 EY4116;SPC NC       -   197,830.013   798,576.603   MT  0.99988315   +1 12 09.4
 EY4116;SPC NC       -   649,047.30  2,619,996.74   sFT  0.99988315   +1 12 09.4
 EY4116;UTM  18      - 3,931,899.943   326,222.376   MT  0.99997215   -1 06 48.7
 EY4116
 EY4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4116!SPC NC       -   1.00000430  x   0.99988315  =   0.99988745
 EY4116!UTM  18      -   1.00000430  x   0.99997215  =   0.99997645
 EY4116
 EY4116                          SUPERSEDED SURVEY CONTROL
 EY4116
 EY4116  NAD 83(1986)-  35 30 55.77345(N)    076 54 58.89682(W) AD(       ) 2
 EY4116  NAVD 88 (07/14/98)    9.45   (m)           31.0    (f) LEVELING    3  
 EY4116
 EY4116.Superseded values are not recommended for survey control.
 EY4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4116.See file dsdata.txt to determine how the superseded data were derived.
 EY4116
 EY4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2622231900(NAD 83)
 EY4116_MARKER: DE = TRAVERSE STATION DISK
 EY4116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4116_SP_SET: CONCRETE POST
 EY4116_STAMPING: BOYD 1982
 EY4116_MARK LOGO: NCGS  
 EY4116_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4116+STABILITY: SURFACE MOTION
 EY4116
 EY4116  HISTORY     - Date     Condition        Report By
 EY4116  HISTORY     - 1982     MONUMENTED       NCGS
 EY4116  HISTORY     - 19840601 GOOD             NCGS
 EY4116
 EY4116                          STATION DESCRIPTION
 EY4116
 EY4116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4116'13.5 KM (8.4 MI) ESE FROM WASHINGTON.
 EY4116'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) EAST-SOUTHEAST OF
 EY4116'WASHINGTON AND 24.5 KM (15.2 MI) WEST-SOUTHWEST OF PANTEGO.  ALONG US
 EY4116'264 FOR 3.4 KM (2.1 MI) EAST FROM THE INTERSECTION WITH NC 32, OR 1.4
 EY4116'KM (0.85 MI) WEST FROM THE INTERSECTION WITH NC 92, ON THE SOUTH SIDE
 EY4116'OF THE HIGHWAY, IN THE YARD OF A 1-STORY BRICK HOUSE.  THE STATION IS
 EY4116'A STANDARD NCGS DISK STAMPED---BOYD 1982---, SET INTO THE TOP OF A
 EY4116'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.
 EY4116'LOCATED 11.0 METERS (36.2 FT) SOUTHWEST OF THE CENTERLINE OF US 264,
 EY4116'26.7 METERS (87.5 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2.6 METERS
 EY4116'(8.6 FT) SOUTHWEST OF THE WEST END OF A CONCRETE DRIVEWAY
 EY4116'CULVERT--AND 4.3 METERS (14.0 FT) NORTHEAST OF A POWER POLE, 10.2
 EY4116'METERS (33.4 FT) NORTH OF A 36-INCH OAK, AND 24.9 METERS (81.8 FT)
 EY4116'SOUTHEAST OF A 24-INCH OAK--ALL THREE WITH REFERENCE TAGS.
 EY4116
 EY4116                          STATION RECOVERY (1984)
 EY4116
 EY4116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4116'STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) EAST-SOUTHEAST OF
 EY4116'WASHINGTON AND 24.5 KM (15.20 MI) WEST-SOUTHWEST OF PANTEGO. ALONG US
 EY4116'264 FOR 3.4 KM (2.10 MI) EAST FROM NC 32, OR 1.4 KM (0.85 MI) WEST
 EY4116'FROM NC 92, ON THE SOUTH SIDE OF THE HIGHWAY, IN THE YARD OF A 1-STORY
 EY4116'BRICK HOUSE. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED 11.0 M
 EY4116'(36.1 FT) SOUTHWEST OF THE CENTERLINE OF US 264, 26.7 M (87.6 FT)
 EY4116'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 2.6 M (8.5 FT) SOUTHWEST OF THE
 EY4116'WEST END OF A CONCRETE DRIVEWAY CULVERT--AND 4.3 M (14.1 FT) NORTHEAST
 EY4116'OF A POWER POLE, 10.2 M (33.5 FT) NORTH OF A 36-INCH OAK, AND 24.9 M
 EY4116'(81.7 FT) SOUTHEAST OF A 24-INCH OAK--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3529 ***********************************************************************
 FB3529  DESIGNATION -  BOYD
 FB3529  PID         -  FB3529
 FB3529  STATE/COUNTY-  NC/CLAY
 FB3529  USGS QUAD   -  SHOOTING CREEK (1990)
 FB3529
 FB3529                         *CURRENT SURVEY CONTROL
 FB3529  ___________________________________________________________________
 FB3529* NAD 83(2001)-  35 01 32.94297(N)    083 39 57.91440(W)     ADJUSTED  
 FB3529* NAVD 88     -       629.7    (meters)    2066.     (feet)  VERTCON   
 FB3529  ___________________________________________________________________
 FB3529  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 FB3529  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 FB3529  HORZ ORDER  -  SECOND
 FB3529
 FB3529.The horizontal coordinates were established by classical geodetic methods
 FB3529.and adjusted by the National Geodetic Survey in August 2005.
 FB3529
 FB3529.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3529
 FB3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3529
 FB3529.The geoid height was determined by GEOID03.
 FB3529
 FB3529;                    North         East     Units Scale Factor Converg.
 FB3529;SPC NC       -   151,531.188   183,984.208   MT  0.99988032   -2 41 35.3
 FB3529;SPC NC       -   497,148.57    603,621.52   sFT  0.99988032   -2 41 35.3
 FB3529;SPC GA W     -   557,402.510   745,678.245   MT  0.99992571   +0 17 14.3
 FB3529;SPC GA W     - 1,828,744.73  2,446,446.04   sFT  0.99992571   +0 17 14.3
 FB3529;UTM  17      - 3,879,155.584   256,761.365   MT  1.00032924   -1 31 51.4
 FB3529
 FB3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3529!SPC NC       -   0.99990560  x   0.99988032  =   0.99978593
 FB3529!SPC GA W     -   0.99990560  x   0.99992571  =   0.99983131
 FB3529!UTM  17      -   0.99990560  x   1.00032924  =   1.00023481
 FB3529
 FB3529                          SUPERSEDED SURVEY CONTROL
 FB3529
 FB3529  NAD 83(1995)-  35 01 32.94323(N)    083 39 57.91438(W) AD(       ) 2
 FB3529  NAD 83(1986)-  35 01 32.94621(N)    083 39 57.91845(W) AD(       ) 2
 FB3529  NGVD 29 (09/18/91)  629.7    (m)         2066.     (f) VERT ANG    3  
 FB3529
 FB3529.Superseded values are not recommended for survey control.
 FB3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3529.See file dsdata.txt to determine how the superseded data were derived.
 FB3529
 FB3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU5676179156(NAD 83)
 FB3529_MARKER: DE = TRAVERSE STATION DISK
 FB3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3529_STAMPING: BOYD 1978
 FB3529_MARK LOGO: NCGS  
 FB3529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3529+STABILITY: SURFACE MOTION
 FB3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3529+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1999
 FB3529
 FB3529  HISTORY     - Date     Condition        Report By
 FB3529  HISTORY     - 1978     MONUMENTED       NCGS
 FB3529  HISTORY     - 19990331 GOOD             NCGS
 FB3529
 FB3529                          STATION DESCRIPTION
 FB3529
 FB3529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3529'THE STATION IS LOCATED APPROXIMATELY 0.6 MILE NORTHEAST OF SHOOTING
 FB3529'CREEK COMMUNITY AND 9.0 MILES EAST OF HAYESVILLE.
 FB3529'
 FB3529'TO REACH STATION FROM INTERSECTION OF US 64 AND NC 175 EAST OF
 FB3529'HAYESVILLE, PROCEED EAST ALONG US 64 FOR 4.35 MILES TO SR 1168
 FB3529'CROSSROAD AND STATION EAST OF INTERSECTION BY GUARD RAIL.
 FB3529'
 FB3529'STATION MARK IS A STANDARD DISK STAMPED---BOYD 1978---SET IN TOP OF A
 FB3529'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK IS
 FB3529'26.9 FEET SOUTH OF CENTERLINE OF US 64, 111.8 FEET EAST OF CENTERLINE
 FB3529'INTERSECTION OF US 64 AND SR 1168, 111.4 FEET EAST OF--STOP--SIGN POST
 FB3529'201.0 FEET WEST OF EAST END OF GUARD RAIL, AND 4.6 FEET SOUTH OF GUARD
 FB3529'RAIL.
 FB3529
 FB3529                          STATION RECOVERY (1999)
 FB3529
 FB3529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2432 ***********************************************************************
 AH2432  DESIGNATION -  BOYD
 AH2432  PID         -  AH2432
 AH2432  STATE/COUNTY-  NC/HENDERSON
 AH2432  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2432
 AH2432                         *CURRENT SURVEY CONTROL
 AH2432  ___________________________________________________________________
 AH2432* NAD 83(2001)-  35 19 24.51704(N)    082 27 46.41391(W)     ADJUSTED  
 AH2432* NAVD 88     -       647.2    (meters)    2123.     (feet)  VERTCON   
 AH2432  ___________________________________________________________________
 AH2432  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 AH2432  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AH2432  HORZ ORDER  -  SECOND
 AH2432
 AH2432.The horizontal coordinates were established by classical geodetic methods
 AH2432.and adjusted by the National Geodetic Survey in August 2005.
 AH2432
 AH2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2432
 AH2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2432
 AH2432.The geoid height was determined by GEOID03.
 AH2432
 AH2432;                    North         East     Units Scale Factor Converg.
 AH2432;SPC NC       -   180,036.505   294,832.900   MT  0.99987337   -1 59 55.2
 AH2432;SPC NC       -   590,669.77    967,297.61   sFT  0.99987337   -1 59 55.2
 AH2432;UTM  17      - 3,909,897.994   367,031.256   MT  0.99981789   -0 50 45.4
 AH2432
 AH2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2432!SPC NC       -   0.99990322  x   0.99987337  =   0.99977661
 AH2432!UTM  17      -   0.99990322  x   0.99981789  =   0.99972113
 AH2432
 AH2432                          SUPERSEDED SURVEY CONTROL
 AH2432
 AH2432  NAD 83(1986)-  35 19 24.52250(N)    082 27 46.41349(W) AD(       ) 2
 AH2432  NGVD 29 (07/29/98)  647.3    (m)         2124.     (f) VERT ANG    3  
 AH2432
 AH2432.Superseded values are not recommended for survey control.
 AH2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2432.See file dsdata.txt to determine how the superseded data were derived.
 AH2432
 AH2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6703109898(NAD 83)
 AH2432_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2432_SP_SET: DRILLED INTO SIDEWALK
 AH2432_STAMPING: BOYD 1988
 AH2432_MARK LOGO: NCGS  
 AH2432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2432
 AH2432  HISTORY     - Date     Condition        Report By
 AH2432  HISTORY     - 1988     MONUMENTED       NCGS
 AH2432  HISTORY     - 20041010 MARK NOT FOUND   USPSQD
 AH2432
 AH2432                          STATION DESCRIPTION
 AH2432
 AH2432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2432'STATION IS LOCATED IN HENDERSONVILLE AT THE NORTH MAIN STREET AND US
 AH2432'25 INTERSECTION, ACROSS THE HIGHWAY FROM--BOYD PONTIAC--AUTOMOBILE
 AH2432'DEALERSHIP. MARK IS ABOUT LEVEL WITH THE ROAD. LOCATED 11.30 M (37.07
 AH2432'FT) NORTHEAST OF THE CENTERLINE OF US 25, 0.82 M (2.69 FT) NORTHWEST
 AH2432'OF THE CENTER OF A METAL DRAINAGE GRATE, 12.63 M (41.44 FT) NORTHWEST
 AH2432'OF THE CENTERLINE OF NORTH MAIN STREET, 13.60 M (44.62 FT) SOUTHWEST
 AH2432'OF A RIGHT-OF-WAY MONUMENT IN THE SIDEWALK, AND 24.60 M (80.71 FT)
 AH2432'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF A BUILDING.
 AH2432
 AH2432                          STATION RECOVERY (2004)
 AH2432
 AH2432'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH2432'LOCATION OF STATION IS PROBABLY UNDER PAVEMENT
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5834 ***********************************************************************
 AH5834  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5834  DESIGNATION -  BOYD
 AH5834  PID         -  AH5834
 AH5834  STATE/COUNTY-  NC/CRAVEN
 AH5834  USGS QUAD   -  VANCEBORO (1983)
 AH5834
 AH5834                         *CURRENT SURVEY CONTROL
 AH5834  ___________________________________________________________________
 AH5834* NAD 83(2007)-  35 20 06.58177(N)    077 12 56.42372(W)     ADJUSTED  
 AH5834* NAVD 88     -         7.72   (meters)      25.3    (feet)  GPS OBS   
 AH5834  ___________________________________________________________________
 AH5834  EPOCH DATE  -        2002.00
 AH5834  X           -   1,152,653.553 (meters)                     COMP
 AH5834  Y           -  -5,079,855.189 (meters)                     COMP
 AH5834  Z           -   3,668,247.006 (meters)                     COMP
 AH5834  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AH5834  ELLIP HEIGHT-         -28.944 (meters)          (02/10/07) ADJUSTED
 AH5834  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 AH5834
 AH5834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5834  Type    PID    Designation                      North   East  Ellip
 AH5834  -------------------------------------------------------------------
 AH5834  NETWORK AH5834 BOYD                              0.35   0.33   1.18
 AH5834  -------------------------------------------------------------------
 AH5834
 AH5834.The horizontal coordinates were established by GPS observations
 AH5834.and adjusted by the National Geodetic Survey in February 2007.
 AH5834
 AH5834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5834.The horizontal coordinates are valid at the epoch date displayed above.
 AH5834.The epoch date for horizontal control is a decimal equivalence
 AH5834.of Year/Month/Day.
 AH5834
 AH5834.The orthometric height was determined by GPS observations and a
 AH5834.high-resolution geoid model.
 AH5834.The orthometric height was determined by GPS observations and a
 AH5834.high-resolution geoid model using precise GPS observation and
 AH5834.processing techniques.
 AH5834
 AH5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5834
 AH5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5834
 AH5834.The ellipsoidal height was determined by GPS observations
 AH5834.and is referenced to NAD 83.
 AH5834
 AH5834.The geoid height was determined by GEOID03.
 AH5834
 AH5834;                    North         East     Units Scale Factor Converg.
 AH5834;SPC NC       -   177,299.736   771,792.940   MT  0.99987365   +1 01 47.5
 AH5834;SPC NC       -   581,690.88  2,532,124.00   sFT  0.99987365   +1 01 47.5
 AH5834;UTM  18      - 3,912,464.810   298,627.271   MT  1.00009976   -1 16 54.8
 AH5834
 AH5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5834!SPC NC       -   1.00000454  x   0.99987365  =   0.99987819
 AH5834!UTM  18      -   1.00000454  x   1.00009976  =   1.00010430
 AH5834
 AH5834                          SUPERSEDED SURVEY CONTROL
 AH5834
 AH5834  NAD 83(2001)-  35 20 06.58221(N)    077 12 56.42294(W) AD(       ) 1
 AH5834  ELLIP H (03/13/03)  -28.937  (m)                       GP(       ) 4 2
 AH5834  NAD 83(1986)-  35 20 06.59230(N)    077 12 56.43223(W) AD(       ) 1
 AH5834  NGVD 29 (09/29/97)    8.1    (m)           27.     (f) GPS OBS     3  
 AH5834
 AH5834.Superseded values are not recommended for survey control.
 AH5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5834.See file dsdata.txt to determine how the superseded data were derived.
 AH5834
 AH5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9862712465(NAD 83)
 AH5834_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5834_STAMPING: BOYD 1985
 AH5834_MARK LOGO: NCGS  
 AH5834_PROJECTION: FLUSH
 AH5834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5834+STABILITY: SURFACE MOTION
 AH5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5834+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH5834
 AH5834  HISTORY     - Date     Condition        Report By
 AH5834  HISTORY     - 1985     MONUMENTED       NCGS
 AH5834  HISTORY     - 20010529 GOOD             NCGS
 AH5834
 AH5834                          STATION DESCRIPTION
 AH5834
 AH5834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AH5834'STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHWEST OF VANCEBORO.
 AH5834'ALONG NC 118 FOR 6.1 KM (3.80 MI) WEST FROM NC 43, OR 0.40 KM (0.25
 AH5834'MI) NORTHWEST OF SR 1479 (WAYNE RD), IN NORTHEAST SHOULDER ON WEST
 AH5834'SIDE OF--RANDALL BOYD--RESIDENCE. MARK IS LEVEL WITH HIGHWAY AND 4
 AH5834'INCHES BELOW GROUND.  LOCATED 5.43 M (17.81 FT) NORTHEAST OF THE
 AH5834'CENTERLINE OF HIGHWAY, 7.01 M (23.00 FT) WEST-SOUTHWEST OF A TELEPHONE
 AH5834'PEDESAL (112N), 48.5 M (159.1 FT) NORTHWEST OF THE CENTER OF A
 AH5834'CONCRETE DRIVE, 34.14 M (112.01 FT) WEST-NORTHWEST OF THE WEST END OF
 AH5834'A HIGHWAY CULVERT, 61.70 M (202.43 FT) SOUTHEAST OF THE SOUTHEAST END
 AH5834'OF A DRIVE CULVERT WITH CONCRETE BLOCK HEADWALL, AND 22.98 M (75.39
 AH5834'FT) EAST-NORTHEAST OF A POWER POLE (73) WITH A REFERENCE TAG.
 AH5834
 AH5834                          STATION RECOVERY (2001)
 AH5834
 AH5834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AH5834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8756 ***********************************************************************
 AE8756  DESIGNATION -  BOYD 2
 AE8756  PID         -  AE8756
 AE8756  STATE/COUNTY-  NC/PITT
 AE8756  USGS QUAD   -  GRIMESLAND (1979)
 AE8756
 AE8756                         *CURRENT SURVEY CONTROL
 AE8756  ___________________________________________________________________
 AE8756* NAD 83(2001)-  35 35 18.14213(N)    077 14 20.10992(W)     ADJUSTED  
 AE8756* NAVD 88     -        14.66   (+/-2cm)      48.1    (feet)  VERTCON   
 AE8756  ___________________________________________________________________
 AE8756  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AE8756  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AE8756  HORZ ORDER  -  SECOND
 AE8756  VERT ORDER  -  THIRD (See Below)
 AE8756
 AE8756.The horizontal coordinates were established by classical geodetic methods
 AE8756.and adjusted by the National Geodetic Survey in August 2005.
 AE8756
 AE8756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8756.The vertical order pertains to the NGVD 29 superseded value.
 AE8756
 AE8756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8756
 AE8756.The geoid height was determined by GEOID03.
 AE8756
 AE8756;                    North         East     Units Scale Factor Converg.
 AE8756;SPC NC       -   205,347.758   769,181.831   MT  0.99988979   +1 00 59.2
 AE8756;SPC NC       -   673,711.77  2,523,557.39   sFT  0.99988979   +1 00 59.2
 AE8756;UTM  18      - 3,940,601.717   297,151.303   MT  1.00010709   -1 18 12.2
 AE8756
 AE8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8756!SPC NC       -   1.00000338  x   0.99988979  =   0.99989317
 AE8756!UTM  18      -   1.00000338  x   1.00010709  =   1.00011047
 AE8756
 AE8756|---------------------------------------------------------------------|
 AE8756| PID    Reference Object                     Distance      Geod. Az  |
 AE8756|                                                           dddmmss.s |
 AE8756| EY2201 BOYD                                  6.930 METERS 06726     |
 AE8756| EY4401 BOYD RM 1                            53.552 METERS 07429     |
 AE8756| EY4402 BOYD RM 2 AZIMUTH                   APPROX. 0.8 KM 0940614.0 |
 AE8756| EY4403 BOYD RM 3                                          21914     |
 AE8756| AE9557 BOYD 2 RM 4                          15.363 METERS 29400     |
 AE8756|---------------------------------------------------------------------|
 AE8756
 AE8756                          SUPERSEDED SURVEY CONTROL
 AE8756
 AE8756  NAD 83(1986)-  35 35 18.15216(N)    077 14 20.11814(W) AD(       ) 2
 AE8756  NGVD 29 (04/21/98)   15.01   (m)           49.2    (f) LEVELING    3  
 AE8756
 AE8756.Superseded values are not recommended for survey control.
 AE8756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8756.See file dsdata.txt to determine how the superseded data were derived.
 AE8756
 AE8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9715140602(NAD 83)
 AE8756_MARKER: DE = TRAVERSE STATION DISK
 AE8756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8756_STAMPING: BOYD 2 1983
 AE8756_MARK LOGO: NGS   
 AE8756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8756+STABILITY: SURFACE MOTION
 AE8756
 AE8756  HISTORY     - Date     Condition        Report By
 AE8756  HISTORY     - 1983     MONUMENTED       NGS
 AE8756  HISTORY     - 19830101 GOOD             NCGS
 AE8756  HISTORY     - 19830815 GOOD             NCGS
 AE8756
 AE8756                          STATION DESCRIPTION
 AE8756
 AE8756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE8756'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) WEST-NORTHWEST OF
 AE8756'GRIMESLAND. ON PROPERTY OWNED BY MR GORMAN LEDBETTER, GREENVILLE, N.C.
 AE8756'P.O. BOX 3775, ZIP 27834. ALONG NC 33 FOR 4.0 KM (2.50 MI) WEST FROM
 AE8756'THE NORFOLK-SOUTHERN RAILROAD CROSSING, AT SR 1762. MARK IS FLUSH WITH
 AE8756'GROUND.  LOCATED 15.3 M (50.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AE8756'NC 33, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF SR 1762, 31.7 M
 AE8756'(104.0 FT) EAST OF THE NORTHEAST CORNER OF A WOOD FRAME HOUSE--AND 6.4
 AE8756'M (21.0 FT) SOUTH OF A POWER POLE, 14.4 M (47.2 FT) EAST-SOUTHEAST OF
 AE8756'A 40-INCH OAK--BOTH WITH REFERENCE TAGS.
 AE8756
 AE8756                          STATION RECOVERY (1983)
 AE8756
 AE8756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE8756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9557 ***********************************************************************
 AE9557  DESIGNATION -  BOYD 2 RM 4
 AE9557  PID         -  AE9557
 AE9557  STATE/COUNTY-  NC/PITT
 AE9557  USGS QUAD   -  GRIMESLAND (1979)
 AE9557
 AE9557                         *CURRENT SURVEY CONTROL
 AE9557  ___________________________________________________________________
 AE9557* NAD 83(2001)-  35 35 18.34488(N)    077 14 20.66738(W)     ADJUSTED  
 AE9557* NAVD 88     -        14.46   (+/-2cm)      47.4    (feet)  VERTCON   
 AE9557  ___________________________________________________________________
 AE9557  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AE9557  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AE9557  HORZ ORDER  -  SECOND
 AE9557  VERT ORDER  -  THIRD (See Below)
 AE9557
 AE9557.The horizontal coordinates were established by classical geodetic methods
 AE9557.and adjusted by the National Geodetic Survey in August 2005.
 AE9557
 AE9557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9557.The vertical order pertains to the NGVD 29 superseded value.
 AE9557
 AE9557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9557
 AE9557.The geoid height was determined by GEOID03.
 AE9557
 AE9557;                    North         East     Units Scale Factor Converg.
 AE9557;SPC NC       -   205,353.757   769,167.690   MT  0.99988980   +1 00 58.9
 AE9557;SPC NC       -   673,731.45  2,523,511.00   sFT  0.99988980   +1 00 58.9
 AE9557;UTM  18      - 3,940,608.284   297,137.413   MT  1.00010716   -1 18 12.6
 AE9557
 AE9557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9557!SPC NC       -   1.00000341  x   0.99988980  =   0.99989321
 AE9557!UTM  18      -   1.00000341  x   1.00010716  =   1.00011057
 AE9557
 AE9557|---------------------------------------------------------------------|
 AE9557| PID    Reference Object                     Distance      Geod. Az  |
 AE9557|                                                           dddmmss.s |
 AE9557| EY4401 BOYD RM 1                            66.130 METERS 08259     |
 AE9557| EY2201 BOYD                                 20.747 METERS 09958     |
 AE9557| AE8756 BOYD 2                               15.363 METERS 11400     |
 AE9557|---------------------------------------------------------------------|
 AE9557
 AE9557                          SUPERSEDED SURVEY CONTROL
 AE9557
 AE9557  NAD 83(1986)-  35 35 18.35491(N)    077 14 20.67562(W) AD(       ) 2
 AE9557  NGVD 29 (04/29/98)   14.81   (m)           48.6    (f) LEVELING    3  
 AE9557
 AE9557.Superseded values are not recommended for survey control.
 AE9557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9557.See file dsdata.txt to determine how the superseded data were derived.
 AE9557
 AE9557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9713740608(NAD 83)
 AE9557_MARKER: DR = REFERENCE MARK DISK
 AE9557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9557_STAMPING: BOYD 2 NO 4 1983
 AE9557_MARK LOGO: NGS   
 AE9557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9557+STABILITY: SURFACE MOTION
 AE9557
 AE9557  HISTORY     - Date     Condition        Report By
 AE9557  HISTORY     - 1983     MONUMENTED       NGS
 AE9557  HISTORY     - 19840101 GOOD             NCGS
 AE9557
 AE9557                          STATION DESCRIPTION
 AE9557
 AE9557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE9557'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) WEST-NORTHWEST OF
 AE9557'GRIMESLAND. ALONG NC 33 FOR 4.0 KM (2.50 MI) WEST FROM THE
 AE9557'NORFOLK-SOUTHERN RAILROAD, IN THE NORTHEAST YARD OF A 1-STORY HOUSE.
 AE9557'MARK IS FLUSH WITH GROUND AND 3 FEET (0.9 M) HIGHER THAN THE HIGHWAY.
 AE9557'LOCATED 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF NC 33, 4.85 M
 AE9557'(15.91 FT) NORTH OF A 40-INCH OAK AND 23.7 M (77.8 FT) NORTHEAST OF
 AE9557'THE NORTHEAST CORNER OF A 1-STORY HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4401 ***********************************************************************
 EY4401  DESIGNATION -  BOYD RM 1
 EY4401  PID         -  EY4401
 EY4401  STATE/COUNTY-  NC/PITT
 EY4401  USGS QUAD   -  GRIMESLAND (1979)
 EY4401
 EY4401                         *CURRENT SURVEY CONTROL
 EY4401  ___________________________________________________________________
 EY4401* NAD 83(2001)-  35 35 18.60702(N)    077 14 18.06017(W)     ADJUSTED  
 EY4401* NAVD 88     -        14.39   (+/-2cm)      47.2    (feet)  VERTCON   
 EY4401  ___________________________________________________________________
 EY4401  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EY4401  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 EY4401  HORZ ORDER  -  SECOND
 EY4401  VERT ORDER  -  THIRD (See Below)
 EY4401
 EY4401.The horizontal coordinates were established by classical geodetic methods
 EY4401.and adjusted by the National Geodetic Survey in August 2005.
 EY4401
 EY4401.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4401.The vertical order pertains to the NGVD 29 superseded value.
 EY4401
 EY4401.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4401
 EY4401.The geoid height was determined by GEOID03.
 EY4401
 EY4401;                    North         East     Units Scale Factor Converg.
 EY4401;SPC NC       -   205,362.998   769,233.166   MT  0.99988981   +1 01 00.4
 EY4401;SPC NC       -   673,761.77  2,523,725.81   sFT  0.99988981   +1 01 00.4
 EY4401;UTM  18      - 3,940,614.869   297,203.223   MT  1.00010683   -1 18 11.1
 EY4401
 EY4401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4401!SPC NC       -   1.00000342  x   0.99988981  =   0.99989323
 EY4401!UTM  18      -   1.00000342  x   1.00010683  =   1.00011025
 EY4401
 EY4401                          SUPERSEDED SURVEY CONTROL
 EY4401
 EY4401  NAD 83(1986)-  35 35 18.61700(N)    077 14 18.06849(W) AD(       ) 2
 EY4401  NGVD 29 (04/29/98)   14.74   (m)           48.4    (f) LEVELING    3  
 EY4401
 EY4401.Superseded values are not recommended for survey control.
 EY4401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4401.See file dsdata.txt to determine how the superseded data were derived.
 EY4401
 EY4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9720340615(NAD 83)
 EY4401_MARKER: DR = REFERENCE MARK DISK
 EY4401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4401_STAMPING: BOYD NO 1 1931
 EY4401_MARK LOGO: CGS   
 EY4401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY4401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4401+STABILITY: SURFACE MOTION
 EY4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4401+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1999
 EY4401
 EY4401  HISTORY     - Date     Condition        Report By
 EY4401  HISTORY     - 1931     MONUMENTED       CGS
 EY4401  HISTORY     - 19840101 GOOD             NCGS
 EY4401  HISTORY     - 19990216 GOOD             NCDOT
 EY4401  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 EY4401
 EY4401                          STATION DESCRIPTION
 EY4401
 EY4401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY4401'STATION IS ABOUT 4.7 KM (2.90 MI) WEST OF GRIMESLAND, AND 4.4 KM (2.75
 EY4401'MI) EAST-NORTHEAST OF SIMPSON. ALONG NC 33 FOR 4.0 KM (2.50 MI) WEST
 EY4401'FROM THE NORFOLK-SOUTHERN RAILROAD CROSSING, AT SR 1762. MARK IS
 EY4401'LOCATED 8.23 M (27.00 FT) NORTH OF THE CENTERLINE OF NC 33, 29.6 M
 EY4401'(97.1 FT) EAST-SOUTHEAST OF THE CENTER OF SR 1762, AND 33.89 M (111.19
 EY4401'FT) EAST OF THE CENTER OF THE INTERSECTION. MARK PROJECTS 6 INCHES
 EY4401'ABOVE GROUND AND IS ABOUT 1-1/2 FOOT HIGHER THAN HIGHWAY.
 EY4401
 EY4401                          STATION RECOVERY (1999)
 EY4401
 EY4401'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 EY4401'RECOVERED IN GOOD CONDITION.
 EY4401
 EY4401                          STATION RECOVERY (2004)
 EY4401
 EY4401'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4591 ***********************************************************************
 FX4591  DESIGNATION -  BOYD RM 2
 FX4591  PID         -  FX4591
 FX4591  STATE/COUNTY-  NC/CURRITUCK
 FX4591  USGS QUAD   -  PLEASANT RIDGE (1981)
 FX4591
 FX4591                         *CURRENT SURVEY CONTROL
 FX4591  ___________________________________________________________________
 FX4591* NAD 83(1986)-  36 31 49.05229(N)    076 06 01.14884(W)     ADJUSTED  
 FX4591* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 FX4591  ___________________________________________________________________
 FX4591  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 FX4591  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 FX4591  HORZ ORDER  -  THIRD
 FX4591
 FX4591.The horizontal coordinates were established by classical geodetic methods
 FX4591.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX4591
 FX4591.The orthometric height was scaled from a topographic map.
 FX4591
 FX4591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4591
 FX4591.The geoid height was determined by GEOID03.
 FX4591
 FX4591;                    North         East     Units Scale Factor Converg.
 FX4591;SPC NC       -   312,238.828   869,280.294   MT  1.00012181   +1 40 25.0
 FX4591;SPC NC       - 1,024,403.55  2,851,963.76   sFT  1.00012181   +1 40 25.0
 FX4591;UTM  18      - 4,043,331.277   401,497.247   MT  0.99971954   -0 39 18.1
 FX4591
 FX4591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4591!SPC NC       -   1.00000586  x   1.00012181  =   1.00012767
 FX4591!UTM  18      -   1.00000586  x   0.99971954  =   0.99972540
 FX4591
 FX4591                          SUPERSEDED SURVEY CONTROL
 FX4591
 FX4591.No superseded survey control is available for this station.
 FX4591
 FX4591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0149743331(NAD 83)
 FX4591_MARKER: DR = REFERENCE MARK DISK
 FX4591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4591_STAMPING: BOYD NO 2 1934
 FX4591_MARK LOGO: CGS   
 FX4591_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4591+STABILITY: SURFACE MOTION
 FX4591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4591+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 FX4591
 FX4591  HISTORY     - Date     Condition        Report By
 FX4591  HISTORY     - 1934     MONUMENTED       CGS
 FX4591  HISTORY     - 19941101 GOOD             NCGS
 FX4591
 FX4591                          STATION DESCRIPTION
 FX4591
 FX4591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994
 FX4591'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST-SOUTHEAST OF CURRITUCK
 FX4591'AND 3.2 MI (5.1 KM) NORTH OF BARCO.  PROCEED ALONG VA 168 FOR 0.8 MI
 FX4591'(1.3 KM) NORTH FROM THE VA/NC STATE LINE TO A STOP LIGHT IN NORTHWEST,
 FX4591'VA, THENCE ALONG NC 168 FOR 1.0 MI (1.6 KM) NORTHERLY TO GALLBUSH
 FX4591'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.85 MI (2.98 KM) EASTERLY TO
 FX4591'INDIAN CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 4.8 MI (7.7 KM)
 FX4591'SOUTH AND EAST TO BAUM ROAD AT THE NORFOLK/PRINCESS ANNE COUNTY LINE,
 FX4591'THENCE ALONG BAUM ROAD FOR 1.25 MI (2.01 KM) EASTERLY TO CRAGGS CSWY
 FX4591'ROAD, THENCE ALONG CRAGGS CSWY ROAD FOR 1.25 MI (2.01 KM) TO W.  GIBBS
 FX4591'ROAD, THENCE ALONG W.  GIBBS ROAD FOR 1.0 MI (1.6 KM) TO THE VA/NC
 FX4591'STATE LINE, THENCE ALONG NCSR 1248 (W.  GIBBS ROAD) FOR 1.65 MI (2.66
 FX4591'KM) SOUTHWEST TO A CUL-DE-SAC AT THE END AND THE STATION APPROXIMATELY
 FX4591'100 YARDS SOUTHWEST IN THE FRONT YARD OF MRS.  ASKEW.  MARK IS ABOUT
 FX4591'2-FEET HIGHER THAN THE WATER AND PROJECTS 3 INCHES ABOVE THE GROUND.
 FX4591'LOCATED 15.9 FT (4.8 M) NORTHEAST OF A 25 INCH PINE, 28.3 FT (8.6 M)
 FX4591'WEST-NORTHWEST OF A 24 INCH PINE AND 58 FT (17.7 M) NORTH-NORTHWEST OF
 FX4591'THE EDGE OF MARSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4402 ***********************************************************************
 EY4402  DESIGNATION -  BOYD RM 2 AZIMUTH
 EY4402  PID         -  EY4402
 EY4402  STATE/COUNTY-  NC/PITT
 EY4402  USGS QUAD   -  GRIMESLAND (1979)
 EY4402
 EY4402                         *CURRENT SURVEY CONTROL
 EY4402  ___________________________________________________________________
 EY4402* NAD 83(2007)-  35 35 16.25832(N)    077 13 47.99629(W)     ADJUSTED  
 EY4402* NAVD 88     -         9.16   (+/-2cm)      30.1    (feet)  VERTCON   
 EY4402  ___________________________________________________________________
 EY4402  EPOCH DATE  -        2002.00
 EY4402  X           -   1,147,788.605 (meters)                     COMP
 EY4402  Y           -  -5,064,282.264 (meters)                     COMP
 EY4402  Z           -   3,691,083.108 (meters)                     COMP
 EY4402  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EY4402  ELLIP HEIGHT-         -26.937 (meters)          (02/10/07) ADJUSTED
 EY4402  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 EY4402
 EY4402  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4402  Type    PID    Designation                      North   East  Ellip
 EY4402  -------------------------------------------------------------------
 EY4402  NETWORK EY4402 BOYD RM 2 AZIMUTH                101.67  123.87  157.72
 EY4402  -------------------------------------------------------------------
 EY4402  VERT ORDER  -  THIRD (See Below)
 EY4402
 EY4402.The horizontal coordinates were established by GPS observations
 EY4402.and adjusted by the National Geodetic Survey in February 2007.
 EY4402
 EY4402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4402.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4402.The horizontal coordinates are valid at the epoch date displayed above.
 EY4402.The epoch date for horizontal control is a decimal equivalence
 EY4402.of Year/Month/Day.
 EY4402
 EY4402.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4402.The vertical order pertains to the NGVD 29 superseded value.
 EY4402
 EY4402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4402
 EY4402.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4402
 EY4402.The ellipsoidal height was determined by GPS observations
 EY4402.and is referenced to NAD 83.
 EY4402
 EY4402.The geoid height was determined by GEOID03.
 EY4402
 EY4402;                    North         East     Units Scale Factor Converg.
 EY4402;SPC NC       -   205,304.092   769,991.109   MT  0.99988974   +1 01 17.7
 EY4402;SPC NC       -   673,568.51  2,526,212.50   sFT  0.99988974   +1 01 17.7
 EY4402;UTM  18      - 3,940,525.312   297,958.324   MT  1.00010306   -1 17 53.5
 EY4402
 EY4402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4402!SPC NC       -   1.00000423  x   0.99988974  =   0.99989397
 EY4402!UTM  18      -   1.00000423  x   1.00010306  =   1.00010729
 EY4402
 EY4402                          SUPERSEDED SURVEY CONTROL
 EY4402
 EY4402  NAD 83(2001)-  35 35 16.25921(N)    077 13 47.99733(W) AD(       ) 1
 EY4402  ELLIP H (03/13/03)  -26.973  (m)                       GP(       ) 4 2
 EY4402  NAD 83(1986)-  35 35 16.26893(N)    077 13 48.00585(W) AD(       ) 1
 EY4402  NGVD 29 (04/21/98)    9.51   (m)           31.2    (f) LEVELING    3  
 EY4402
 EY4402.Superseded values are not recommended for survey control.
 EY4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4402.See file dsdata.txt to determine how the superseded data were derived.
 EY4402
 EY4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9795840525(NAD 83)
 EY4402_MARKER: DR = REFERENCE MARK DISK
 EY4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4402_STAMPING: BOYD NO 2 1931
 EY4402_MARK LOGO: CGS   
 EY4402_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4402+STABILITY: SURFACE MOTION
 EY4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4402+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 EY4402
 EY4402  HISTORY     - Date     Condition        Report By
 EY4402  HISTORY     - 1931     MONUMENTED       CGS
 EY4402  HISTORY     - 19840101 GOOD             NCGS
 EY4402  HISTORY     - 19860101 GOOD             NCGS
 EY4402  HISTORY     - 20010531 GOOD             NCGS
 EY4402  HISTORY     - 20040327 MARK NOT FOUND   USPSQD
 EY4402
 EY4402                          STATION DESCRIPTION
 EY4402
 EY4402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EY4402'STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) WEST-NORTHWEST OF
 EY4402'GRIMESLAND, AND 4.4 KM (2.75 MI) EAST-NORTHEAST OF SIMPSON. ALONG NC
 EY4402'33 FOR 3.2 KM (2.00 MI) WEST FROM THE NORFOLK AND SOUTHERN RAILROAD
 EY4402'CROSSING, AT THE EDGE OF THE LAWN OF A BRICK RESIDENCE. MARK IS FLUSH
 EY4402'WITH GROUND.  LOCATED 8.3 M (27.2 FT) NORTH-NORTHEAST OF THE
 EY4402'CENTERLINE OF NC 33, 4.3 M (14.1 FT) EAST-SOUTHEAST OF A CONCRETE
 EY4402'DRIVE, 21.7 M (71.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK
 EY4402'RESIDENCE, AND 14.6 M (47.9 FT) WEST OF THE CENTER OF A CONCRETE BLOCK
 EY4402'PUMP HOUSE.
 EY4402
 EY4402                          STATION RECOVERY (1986)
 EY4402
 EY4402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 EY4402'RECOVERED AS DESCRIBED.
 EY4402
 EY4402                          STATION RECOVERY (2001)
 EY4402
 EY4402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4402'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 EY4402'CORRECTION.
 EY4402'LOCATED 27.7 FT (8.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF NC 33.
 EY4402'REFERENCED 1 STORY BRICK HOUSE IS NUMBER 6415.
 EY4402
 EY4402                          STATION RECOVERY (2004)
 EY4402
 EY4402'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4592 ***********************************************************************
 FX4592  DESIGNATION -  BOYD RM 3
 FX4592  PID         -  FX4592
 FX4592  STATE/COUNTY-  NC/CURRITUCK
 FX4592  USGS QUAD   -  CREEDS (1986)
 FX4592
 FX4592                         *CURRENT SURVEY CONTROL
 FX4592  ___________________________________________________________________
 FX4592* NAD 83(1986)-  36 31 49.53855(N)    076 06 03.15046(W)     ADJUSTED  
 FX4592* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 FX4592  ___________________________________________________________________
 FX4592  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 FX4592  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 FX4592  HORZ ORDER  -  THIRD
 FX4592
 FX4592.The horizontal coordinates were established by classical geodetic methods
 FX4592.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX4592
 FX4592.The orthometric height was scaled from a topographic map.
 FX4592
 FX4592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4592
 FX4592.The geoid height was determined by GEOID03.
 FX4592
 FX4592;                    North         East     Units Scale Factor Converg.
 FX4592;SPC NC       -   312,252.358   869,230.078   MT  1.00012186   +1 40 23.8
 FX4592;SPC NC       - 1,024,447.94  2,851,799.01   sFT  1.00012186   +1 40 23.8
 FX4592;UTM  18      - 4,043,346.829   401,447.641   MT  0.99971966   -0 39 19.3
 FX4592
 FX4592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4592!SPC NC       -   1.00000586  x   1.00012186  =   1.00012772
 FX4592!UTM  18      -   1.00000586  x   0.99971966  =   0.99972552
 FX4592
 FX4592                          SUPERSEDED SURVEY CONTROL
 FX4592
 FX4592.No superseded survey control is available for this station.
 FX4592
 FX4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0144843347(NAD 83)
 FX4592_MARKER: DR = REFERENCE MARK DISK
 FX4592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4592_STAMPING: BOYD NO 3 1934
 FX4592_MARK LOGO: CGS   
 FX4592_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4592+STABILITY: SURFACE MOTION
 FX4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4592+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 FX4592
 FX4592  HISTORY     - Date     Condition        Report By
 FX4592  HISTORY     - 1934     MONUMENTED       CGS
 FX4592  HISTORY     - 19941101 GOOD             NCGS
 FX4592
 FX4592                          STATION DESCRIPTION
 FX4592
 FX4592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4592'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST-SOUTHEAST OF CURRITUCK
 FX4592'AND 3.2 MI (5.1 KM) NORTH OF BARCO.  PROCEED ALONG VA 168 FOR 0.8 MI
 FX4592'(1.3 KM) NORTH FROM THE VA/NC STATE LINE TO A STOP LIGHT IN NORTHWEST,
 FX4592'VA, THENCE ALONG VA 168 FOR 1.0 MI (1.6 KM) NORTHERLY TO GALLBUSH
 FX4592'ROAD, THENCE ALONG GALLBUSH ROAD FOR 1.85 MI (2.98 KM) EASTERLY TO
 FX4592'INDIAN CREEK ROAD, THENCE ALONG INDIAN CREEK ROAD FOR 4.8 MI (7.7 KM)
 FX4592'SOUTH AND EAST TO BAUM ROAD AT THE NORFOLK/PRINCESS ANNE COUNTY LINE,
 FX4592'THENCE ALONG BAUM ROAD FOR 1.25 MI (2.01 KM) EASTERLY TO CRAGGFS CSWY
 FX4592'ROAD, THENCE ALONG CRAGGS CSWY ROAD FOR 1.25 MI (2.01 KM) SOUTH AND
 FX4592'EAST TO W.  GIBBS ROAD, THENCE ALONG W.  GIBBS ROAD FOR 1.0 MI (1.6
 FX4592'KM) TO THE VA/NC STATE LINE, THENCE ALONG NCSR 1248 (W.  GIBBS ROAD)
 FX4592'FOR 1.65 MI (2.66 KM) SOUTHWEST TO A CUL-DE-SAC AT THE END AND THE
 FX4592'STATION APPROXIMATELY 100 YARDS SOUTHWEST IN THE FRONT YARD OF MRS.
 FX4592'ASKEW.  MARK IS ABOUT 1-FOOT HIGHER THAN THE WATER AND FLUSH WITH THE
 FX4592'GROUND.  LOCATED 4.1 FT (1.2 M) SOUTHEAST OF THE SOUTHWEST EDGE OF A
 FX4592'NORTHEAST-SOUTHWEST CANAL, 6.3 FT (1.9 M) NORTH-NORTHWEST OF THE
 FX4592'SOUTHWESTERNMOST OF SIX BRICK YARD LIGHT COLUMNS AND 59.4 FT (18.1 M)
 FX4592'NORTH-NORTHEAST OF THE LAND END OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4519 ***********************************************************************
 EZ4519  DESIGNATION -  BOYETTE
 EZ4519  PID         -  EZ4519
 EZ4519  STATE/COUNTY-  NC/JOHNSTON
 EZ4519  USGS QUAD   -  PRINCETON (1974)
 EZ4519
 EZ4519                         *CURRENT SURVEY CONTROL
 EZ4519  ___________________________________________________________________
 EZ4519* NAD 83(2001)-  35 28 53.47708(N)    078 11 17.67411(W)     ADJUSTED  
 EZ4519* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 EZ4519  ___________________________________________________________________
 EZ4519  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EZ4519  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EZ4519  HORZ ORDER  -  SECOND
 EZ4519
 EZ4519.The horizontal coordinates were established by classical geodetic methods
 EZ4519.and adjusted by the National Geodetic Survey in August 2005.
 EZ4519
 EZ4519.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4519
 EZ4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4519
 EZ4519.The geoid height was determined by GEOID03.
 EZ4519
 EZ4519;                    North         East     Units Scale Factor Converg.
 EZ4519;SPC NC       -   192,379.537   683,258.703   MT  0.99988060   +0 28 06.7
 EZ4519;SPC NC       -   631,165.20  2,241,657.93   sFT  0.99988060   +0 28 06.7
 EZ4519;UTM  17      - 3,930,079.016   755,099.040   MT  1.00040202   +1 37 58.6
 EZ4519
 EZ4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4519!SPC NC       -   0.99999793  x   0.99988060  =   0.99987853
 EZ4519!UTM  17      -   0.99999793  x   1.00040202  =   1.00039995
 EZ4519
 EZ4519:                Primary Azimuth Mark                     Grid Az
 EZ4519:SPC NC       -  GUARD                                    124 09 19.4
 EZ4519:UTM  17      -  GUARD                                    122 59 27.5
 EZ4519
 EZ4519|---------------------------------------------------------------------|
 EZ4519| PID    Reference Object                     Distance      Geod. Az  |
 EZ4519|                                                           dddmmss.s |
 EZ4519| EZ4522 GUARD                               APPROX. 1.6 KM 1243726.1 |
 EZ4519|---------------------------------------------------------------------|
 EZ4519
 EZ4519                          SUPERSEDED SURVEY CONTROL
 EZ4519
 EZ4519  NAD 83(1986)-  35 28 53.48284(N)    078 11 17.68397(W) AD(       ) 2
 EZ4519  NAD 27      -  35 28 52.90414(N)    078 11 18.70001(W) AD(       ) 2
 EZ4519  NGVD 29 (07/19/86)   48.0    (m)          157.     (f) VERT ANG    3  
 EZ4519
 EZ4519.Superseded values are not recommended for survey control.
 EZ4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4519.See file dsdata.txt to determine how the superseded data were derived.
 EZ4519
 EZ4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5509930079(NAD 83)
 EZ4519_MARKER: DE = TRAVERSE STATION DISK
 EZ4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4519_STAMPING: BOYETTE 1967
 EZ4519_MARK LOGO: NCGS  
 EZ4519_PROJECTION: FLUSH
 EZ4519_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4519+STABILITY: SURFACE MOTION
 EZ4519
 EZ4519  HISTORY     - Date     Condition        Report By
 EZ4519  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4519  HISTORY     - 19850101 GOOD             NCGS
 EZ4519
 EZ4519                          STATION DESCRIPTION
 EZ4519
 EZ4519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4519'BOYETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4519'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4519'
 EZ4519'BOYETTE IS LOCATED APPROXIMATELY 2.0 MILES NORTHWEST OF
 EZ4519'PRINCETON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4519'U.S. 70A WITH U.S. 70, GO NORTHWEST ON U.S. 70A FOR 0.85 MILE TO
 EZ4519'INTERSECTION OF SR 2318, AND STATION.  WHICH IS IN THE NORTHWEST
 EZ4519'QUADRANT FORMED BY INTERSECTION OF SR 2318 AND U.S. 70A AND
 EZ4519'SOUTHWEST QUADRANT FORMED BY INTERSECTION OF SR 2318 AND
 EZ4519'SOUTHERN RR.
 EZ4519'
 EZ4519'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4519'BOYETTE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4519'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4519'
 EZ4519'MARK IS
 EZ4519'
 EZ4519'30.4 FT NE OF C/L OF U.S. 70A
 EZ4519'
 EZ4519'50.6 FT WSW OF C/L OF INTERSECTION OF SOUTHERN RR SOUTH
 EZ4519'RAIL AND SR 2318
 EZ4519'
 EZ4519'40.9 FT SSW OF S RAIL OF SOUTHERN RR
 EZ4519'
 EZ4519'67.6 FT NE OF TP 271 WITH ALUMINUM REF. TAG ON S SIDE OF U.S. 70A
 EZ4519'
 EZ4519'76.8 FT NE OF TELEPHONE PEDESTAL ON S SIDE OF U.S. 70A
 EZ4519'
 EZ4519'45.4 FT SW OF 6X6 POST WITH RR CROSSARM ON N SIDE OF RR,
 EZ4519'AND WITH ALUMINUM REF. TAG
 EZ4519'
 EZ4519'24.6 FT W OF 4X4 POST WITH STOP SIGN ON W SIDE OF SR 2318,
 EZ4519'AND WITH ALUMINUM REF. TAG
 EZ4519
 EZ4519                          STATION RECOVERY (1985)
 EZ4519
 EZ4519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 EZ4519'RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED 13.6 M (44.6 FT)
 EZ4519'SOUTHEAST OF A FIRE HYDRANT, AND 25.3 M (83.0 FT) NORTH OF THE
 EZ4519'INTERSECTION OF US 70A AND SR 2318.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2700 ***********************************************************************
 EY2700  DESIGNATION -  BOYETTE
 EY2700  PID         -  EY2700
 EY2700  STATE/COUNTY-  NC/DUPLIN
 EY2700  USGS QUAD   -  ALBERTSON (1980)
 EY2700
 EY2700                         *CURRENT SURVEY CONTROL
 EY2700  ___________________________________________________________________
 EY2700* NAD 83(2001)-  35 01 25.12459(N)    077 51 26.08037(W)     ADJUSTED  
 EY2700* NAVD 88     -        22.8    (meters)      75.     (feet)  VERTCON   
 EY2700  ___________________________________________________________________
 EY2700  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EY2700  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EY2700  HORZ ORDER  -  SECOND
 EY2700
 EY2700.The horizontal coordinates were established by classical geodetic methods
 EY2700.and adjusted by the National Geodetic Survey in August 2005.
 EY2700
 EY2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2700
 EY2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2700
 EY2700.The geoid height was determined by GEOID03.
 EY2700
 EY2700;                    North         East     Units Scale Factor Converg.
 EY2700;SPC NC       -   141,885.793   713,876.486   MT  0.99988047   +0 39 34.4
 EY2700;SPC NC       -   465,503.64  2,342,109.77   sFT  0.99988047   +0 39 34.4
 EY2700;UTM  18      - 3,879,397.617   239,309.563   MT  1.00043765   -1 38 26.7
 EY2700
 EY2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2700!SPC NC       -   1.00000205  x   0.99988047  =   0.99988252
 EY2700!UTM  18      -   1.00000205  x   1.00043765  =   1.00043970
 EY2700
 EY2700:                Primary Azimuth Mark                     Grid Az
 EY2700:SPC NC       -  GUILFORD                                 228 21 29.5
 EY2700:UTM  18      -  GUILFORD                                 230 39 30.6
 EY2700
 EY2700|---------------------------------------------------------------------|
 EY2700| PID    Reference Object                     Distance      Geod. Az  |
 EY2700|                                                           dddmmss.s |
 EY2700| EY2701 GUILFORD                            APPROX. 0.7 KM 2290103.9 |
 EY2700|---------------------------------------------------------------------|
 EY2700
 EY2700                          SUPERSEDED SURVEY CONTROL
 EY2700
 EY2700  NAD 83(1986)-  35 01 25.13348(N)    077 51 26.09314(W) AD(       ) 2
 EY2700  NAD 27      -  35 01 24.53438(N)    077 51 27.15785(W) AD(       ) 2
 EY2700  NGVD 29 (07/19/86)   23.1    (m)           76.     (f) VERT ANG    3  
 EY2700
 EY2700.Superseded values are not recommended for survey control.
 EY2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2700.See file dsdata.txt to determine how the superseded data were derived.
 EY2700
 EY2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3931079398(NAD 83)
 EY2700_MARKER: DE = TRAVERSE STATION DISK
 EY2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2700+STABILITY: SURFACE MOTION
 EY2700
 EY2700  HISTORY     - Date     Condition        Report By
 EY2700  HISTORY     - 1976     MONUMENTED       NCGS
 EY2700  HISTORY     - 19940326 GOOD             USPSQD
 EY2700
 EY2700                          STATION DESCRIPTION
 EY2700
 EY2700'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2700'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHWEST OF KORNEGAY
 EY2700'AND 7.4 MILES NORTHEAST OF KENANSVILLE.
 EY2700'
 EY2700'TO REACH THE STATION FROM THE INTERSECTION OF NC 11 WITH NC 24 AT THE
 EY2700'POST OFFICE IN KENANSVILLE, PROCEED NORTHEAST ALONG NC 11 FOR 7.8
 EY2700'MILES TO STATION ON RIGHT, IN SHOULDER AND DIRECTLY ACROSS HIGHWAY
 EY2700'FROM THE FRONT DOOR OF A ONE STORY BRICK HOUSE (FERNIE BOYETTE
 EY2700'RESIDENCE), 0.3 MILE NORTHEAST OF T INTERSECTION WITH SR 1300
 EY2700'(NORTHWEST).
 EY2700'
 EY2700'STATION MARK IS A STANDARD DISK STAMPED---BOYETTE 1976---, SET IN THE
 EY2700'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EY2700'MARK IS 20.4 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 11, 60.5
 EY2700'FEET SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION EAST DRIVE TO
 EY2700'RESIDENCE AND HIGHWAY, 84.0 FEET EAST-NORTHEAST OF CENTERLINE
 EY2700'INTERSECTION WEST DRIVE TO RESIDENCE AND HIGHWAY, 156.3 FEET SOUTHWEST
 EY2700'OF POWER POLE NO. 39 WITH REFERENCE TAG, 159.9 FEET NORTHEAST OF
 EY2700'POWER POLE NO. 40 WITH REFERENCE TAG AND 155.0 FEET SOUTHEAST OF
 EY2700'CORNER OF RESIDENCE (SOUTHEAST).
 EY2700
 EY2700                          STATION RECOVERY (1994)
 EY2700
 EY2700'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7275 ***********************************************************************
 AE7275  DESIGNATION -  BOYHILL
 AE7275  PID         -  AE7275
 AE7275  STATE/COUNTY-  NC/DURHAM
 AE7275  USGS QUAD   -  BAYLEAF (1987)
 AE7275
 AE7275                         *CURRENT SURVEY CONTROL
 AE7275  ___________________________________________________________________
 AE7275* NAD 83(2001)-  35 58 59.37364(N)    078 42 58.27140(W)     ADJUSTED  
 AE7275* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 AE7275  ___________________________________________________________________
 AE7275  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AE7275  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AE7275  HORZ ORDER  -  SECOND
 AE7275
 AE7275.The horizontal coordinates were established by classical geodetic methods
 AE7275.and adjusted by the National Geodetic Survey in August 2005.
 AE7275
 AE7275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7275
 AE7275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7275
 AE7275.The geoid height was determined by GEOID03.
 AE7275
 AE7275;                    North         East     Units Scale Factor Converg.
 AE7275;SPC NC       -   247,768.763   635,195.118   MT  0.99995395   +0 09 49.7
 AE7275;SPC NC       -   812,888.02  2,083,969.32   sFT  0.99995395   +0 09 49.7
 AE7275;UTM  17      - 3,984,492.328   705,895.461   MT  1.00012239   +1 20 32.4
 AE7275
 AE7275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7275!SPC NC       -   0.99999034  x   0.99995395  =   0.99994429
 AE7275!UTM  17      -   0.99999034  x   1.00012239  =   1.00011273
 AE7275
 AE7275                          SUPERSEDED SURVEY CONTROL
 AE7275
 AE7275  NAD 83(1986)-  35 58 59.37636(N)    078 42 58.27819(W) AD(       ) 2
 AE7275  NGVD 29 (03/10/98)   93.9    (m)          308.     (f) VERT ANG    3  
 AE7275
 AE7275.Superseded values are not recommended for survey control.
 AE7275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7275.See file dsdata.txt to determine how the superseded data were derived.
 AE7275
 AE7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0589584492(NAD 83)
 AE7275_MARKER: DE = TRAVERSE STATION DISK
 AE7275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7275_STAMPING: BOYHILL 1985
 AE7275_MARK LOGO: NCGS  
 AE7275_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7275+STABILITY: SURFACE MOTION
 AE7275
 AE7275  HISTORY     - Date     Condition        Report By
 AE7275  HISTORY     - 1985     MONUMENTED       NCGS
 AE7275
 AE7275                          STATION DESCRIPTION
 AE7275
 AE7275'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 AE7275'STATION IS LOCATED ABOUT 16.4 KM (10.20 MI) EAST OF DURHAM. ALONG NC
 AE7275'98 FOR 0.8 KM (0.50 MI) WEST FROM THE DURHAM-WAKE COUNTY LINE, OR
 AE7275'ABOUT 425 FEET (129.5 M) EAST OF THE SR 1805 (BOYCE MILL) CROSSROADS,
 AE7275'IN THE NORTHEAST QUADRANT OF INTERSECTION WITH A DRIVEWAY, ON SLOPE OF
 AE7275'A SMALL BANK. MARK IS FLUSH WITH THE GROUND AND ABOUT 3 FEET (0.9 M)
 AE7275'HIGHER THAN THE HIGHWAY. LOCATED 16.8 M (55.1 FT) NORTH OF THE
 AE7275'CENTERLINE OF THE HIGHWAY, 63.5 M (208.3 FT) WEST-NORTHWEST OF THE
 AE7275'CENTERLINE OF T-INTERSECTION WITH SR 2081, 16.0 M (52.5 FT)
 AE7275'EAST-NORTHEAST OF THE EAST END OF DRIVEWAY CULVERT, 10.7 M (35.1 FT)
 AE7275'SOUTHWEST OF A R/W MARK, 17.4 M (57.1 FT) SOUTHEAST OF AN 8-INCH PINE
 AE7275'WITH REFERENCE TAG, AND 0.9 M (3.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0136 ***********************************************************************
 EB0136  DESIGNATION -  BOYKIN
 EB0136  PID         -  EB0136
 EB0136  STATE/COUNTY-  NC/SAMPSON
 EB0136  USGS QUAD   -  INGOLD (1986)
 EB0136
 EB0136                         *CURRENT SURVEY CONTROL
 EB0136  ___________________________________________________________________
 EB0136* NAD 83(2001)-  34 52 01.74162(N)    078 20 31.21032(W)     ADJUSTED  
 EB0136* NAVD 88     -        37.098  (meters)     121.71   (feet)  ADJUSTED  
 EB0136  ___________________________________________________________________
 EB0136  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EB0136  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 EB0136  DYNAMIC HT  -          37.064 (meters)     121.60  (feet)  COMP
 EB0136  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EB0136
 EB0136  HORZ ORDER  -  SECOND
 EB0136  VERT ORDER  -  SECOND    CLASS II
 EB0136
 EB0136.The horizontal coordinates were established by classical geodetic methods
 EB0136.and adjusted by the National Geodetic Survey in August 2005.
 EB0136
 EB0136.The orthometric height was determined by differential leveling
 EB0136.and adjusted in June 1991.
 EB0136
 EB0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0136
 EB0136.The geoid height was determined by GEOID03.
 EB0136
 EB0136.The dynamic height is computed by dividing the NAVD 88
 EB0136.geopotential number by the normal gravity value computed on the
 EB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0136.degrees latitude (g = 980.6199 gals.).
 EB0136
 EB0136.The modeled gravity was interpolated from observed gravity values.
 EB0136
 EB0136;                    North         East     Units Scale Factor Converg.
 EB0136;SPC NC       -   124,125.415   669,758.736   MT  0.99989498   +0 22 47.2
 EB0136;SPC NC       -   407,234.80  2,197,366.79   sFT  0.99989498   +0 22 47.2
 EB0136;UTM  17      - 3,861,533.905   742,968.428   MT  1.00032765   +1 31 12.9
 EB0136
 EB0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0136!SPC NC       -   0.99999967  x   0.99989498  =   0.99989465
 EB0136!UTM  17      -   0.99999967  x   1.00032765  =   1.00032732
 EB0136
 EB0136:                Primary Azimuth Mark                     Grid Az
 EB0136:SPC NC       -  FLORENCE                                 205 33 35.7
 EB0136:UTM  17      -  FLORENCE                                 204 25 10.0
 EB0136
 EB0136|---------------------------------------------------------------------|
 EB0136| PID    Reference Object                     Distance      Geod. Az  |
 EB0136|                                                           dddmmss.s |
 EB0136| EB0137 FLORENCE                            APPROX. 0.6 KM 2055622.9 |
 EB0136|---------------------------------------------------------------------|
 EB0136
 EB0136                          SUPERSEDED SURVEY CONTROL
 EB0136
 EB0136  NAD 83(1986)-  34 52 01.75058(N)    078 20 31.22272(W) AD(       ) 2
 EB0136  NAD 27      -  34 52 01.14295(N)    078 20 32.22269(W) AD(       ) 2
 EB0136  NGVD 29 (??/??/92)   37.370  (m)          122.60   (f) ADJ UNCH    2 2
 EB0136
 EB0136.Superseded values are not recommended for survey control.
 EB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0136.See file dsdata.txt to determine how the superseded data were derived.
 EB0136
 EB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4296861534(NAD 83)
 EB0136_MARKER: DE = TRAVERSE STATION DISK
 EB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0136_STAMPING: BOYKIN 1973
 EB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0136+STABILITY: SURFACE MOTION
 EB0136
 EB0136  HISTORY     - Date     Condition        Report By
 EB0136  HISTORY     - 1973     MONUMENTED       NCGS
 EB0136  HISTORY     - 1974     GOOD             NCGS
 EB0136
 EB0136                          STATION DESCRIPTION
 EB0136
 EB0136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0136'BOYKIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0136'VICINITY OF GARLAND, NORTH CAROLINA.
 EB0136'
 EB0136'BOYKIN IS A LOCATED APPROXIMATELY 6.3 MILES NNE OF GARLAND, AND 9.15
 EB0136'MILES SOUTH OF CLINTON.  TO REACH STATION FROM THE US 701 BRIDGE
 EB0136'OVER US 421 SOUTH OF CLINTON, PROCEED SOUTH ALONG US 701 FOR 7.5
 EB0136'MILES TO STATION ON LEFT SHOULDER, 0.35 MILES NORTH OF INTERSECTION
 EB0136'WITH SR 1211 (WEST), AND JUST OFF NW CORNER OF YARD OF A WHITE FRAME
 EB0136'HOUSE.
 EB0136'
 EB0136'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BOYKIN
 EB0136'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EB0136'INCHES BELOW THE SURFACE OF THE GROUND.
 EB0136'
 EB0136'MARK IS
 EB0136'
 EB0136'17.7 FEET ESE OF C/L OF US 701.
 EB0136'13.6 FEET WNW OF PP NO. 129 W/ALUMINUM REF. TAG.
 EB0136'45.2 FEET ESE OF SERVICE POLE NO. 6136 W/ALUMINUM REF. TAG.
 EB0136'81.2 FEET ENE OF UNDERGROUND CABLE WARNING SIGN POST.
 EB0136'61.7 FEET NNE OF THE E END OF A 36 INCH CULVERT UNDER US 701.
 EB0136
 EB0136                          STATION RECOVERY (1974)
 EB0136
 EB0136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0136'6.3 MI NNE FROM GARLAND.
 EB0136'BOYKIN IS LOCATED APPROXIMATELY 9.15 MILES SOUTH OF CLINTON.  TO
 EB0136'REACH STATION FROM THE US 701 BRIDGE OVER US 421 SOUTH OF CLINTON,
 EB0136'PROCEED SOUTH ALONG US 701 FOR 7.5 MILES TO STATION ON LEFT
 EB0136'SHOULDER, 0.35 MILES NORTH OF INTERSECTION WITH SR 1211 (WEST),
 EB0136'AND JUST OFF NW CORNER OF YARD OF A WHITE FRAME HOUSE, 17.7
 EB0136'FT ESE OF C/L OF US 701, 13.6 FT WNW OF PP 129 W/ALUMINUM REF.
 EB0136'TAG, 45.2 FT ESE OF SERVICE POLE 6136 W/ALUMINUM REF. TAG, 81.2
 EB0136'FT ENE OF UNDERGROUND CABLE WARNING SIGN POST, AND 61.7 FT NNE
 EB0136'OF THE E END OF A 36 IN CULVERT UNDER US 701.  DISK IS SET IN
 EB0136'CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4229 ***********************************************************************
 EZ4229  DESIGNATION -  BOYKIN
 EZ4229  PID         -  EZ4229
 EZ4229  STATE/COUNTY-  NC/JOHNSTON
 EZ4229  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4229
 EZ4229                         *CURRENT SURVEY CONTROL
 EZ4229  ___________________________________________________________________
 EZ4229* NAD 83(2001)-  35 40 46.64076(N)    078 10 08.61235(W)     ADJUSTED  
 EZ4229* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 EZ4229  ___________________________________________________________________
 EZ4229  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EZ4229  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 EZ4229  HORZ ORDER  -  SECOND
 EZ4229
 EZ4229.The horizontal coordinates were established by classical geodetic methods
 EZ4229.and adjusted by the National Geodetic Survey in August 2005.
 EZ4229
 EZ4229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4229
 EZ4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4229
 EZ4229.The geoid height was determined by GEOID03.
 EZ4229
 EZ4229;                    North         East     Units Scale Factor Converg.
 EZ4229;SPC NC       -   214,370.295   684,815.413   MT  0.99990040   +0 28 46.5
 EZ4229;SPC NC       -   703,313.21  2,246,765.23   sFT  0.99990040   +0 28 46.5
 EZ4229;UTM  17      - 3,952,108.309   756,207.573   MT  1.00040897   +1 39 07.4
 EZ4229
 EZ4229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4229!SPC NC       -   0.99999528  x   0.99990040  =   0.99989568
 EZ4229!UTM  17      -   0.99999528  x   1.00040897  =   1.00040425
 EZ4229
 EZ4229|---------------------------------------------------------------------|
 EZ4229| PID    Reference Object                     Distance      Geod. Az  |
 EZ4229|                                                           dddmmss.s |
 EZ4229| EZ4234 STEPHEN                             230.602 METERS 00638     |
 EZ4229| EZ4228 DAVIS                               350.086 METERS 18809     |
 EZ4229|---------------------------------------------------------------------|
 EZ4229
 EZ4229                          SUPERSEDED SURVEY CONTROL
 EZ4229
 EZ4229  NAD 83(1986)-  35 40 46.64812(N)    078 10 08.62393(W) AD(       ) 2
 EZ4229  NAD 27      -  35 40 46.07501(N)    078 10 09.64362(W) AD(       ) 2
 EZ4229  NGVD 29 (07/19/86)   64.8    (m)          213.     (f) VERT ANG    3  
 EZ4229
 EZ4229.Superseded values are not recommended for survey control.
 EZ4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4229.See file dsdata.txt to determine how the superseded data were derived.
 EZ4229
 EZ4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5620852108(NAD 83)
 EZ4229_MARKER: DE = TRAVERSE STATION DISK
 EZ4229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4229_STAMPING: BOYKIN 1972
 EZ4229_MARK LOGO: NCGS  
 EZ4229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4229+STABILITY: SURFACE MOTION
 EZ4229
 EZ4229  HISTORY     - Date     Condition        Report By
 EZ4229  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4229  HISTORY     - 1987     GOOD             USPSQD
 EZ4229  HISTORY     - 20050702 MARK NOT FOUND   USPSQD
 EZ4229
 EZ4229                          STATION DESCRIPTION
 EZ4229
 EZ4229'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4229'BOYKIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4229'VICINITY OF MOORES SCHOOLHOUSE CROSSROADS, NORTH CAROLINA.
 EZ4229'
 EZ4229'BOYKIN IS LOCATED AT MOORES SCHOOLHOUSE AND 7.5 MILES SOUTHWEST OF
 EZ4229'BAILEY.  TO REACH STATION FROM THE INTERSECTION OF NC 42 AND SR 2110
 EZ4229'AT MOORES SCHOOLHOUSE, PROCEED NORTH ALONG SR 2110 FOR 0.15 MILE TO
 EZ4229'STATION ON LEFT SHOULDER, AND 0.75 MILE SOUTHEAST OF INTERSECTION
 EZ4229'WITH SR 2111 (N).
 EZ4229'
 EZ4229'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BOYKIN
 EZ4229'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4229'FLUSH WITH THE GROUND.
 EZ4229'
 EZ4229'MARK IS
 EZ4229'13.4 FEET W OF C/L OF SR 2110.
 EZ4229'6.0 FEET N OF C/L OF N DRIVE TO BOYKIN RESIDENCE.
 EZ4229'29.0 FEET ENE OF ALUMINUM REF. TAG ON 36 INCH OAK.
 EZ4229'23.0 FEET S OF ALUMINUM REF. TAG ON CORNER FENCE POST.
 EZ4229'67.5 FEET NE OF ALUMINUM REF. TAG ON 30 INCH OAK.
 EZ4229
 EZ4229                          STATION RECOVERY (1987)
 EZ4229
 EZ4229'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4229'RECOVERED IN GOOD CONDITION.
 EZ4229
 EZ4229                          STATION RECOVERY (2005)
 EZ4229
 EZ4229'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4229'REF MARKS CHANGED OR MISSING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3184 ***********************************************************************
 FY3184  DESIGNATION -  BOYKIN
 FY3184  PID         -  FY3184
 FY3184  STATE/COUNTY-  NC/ORANGE
 FY3184  USGS QUAD   -  HILLSBOROUGH (1994)
 FY3184
 FY3184                         *CURRENT SURVEY CONTROL
 FY3184  ___________________________________________________________________
 FY3184* NAD 83(2001)-  36 02 19.40699(N)    079 01 26.36363(W)     ADJUSTED  
 FY3184* NAVD 88     -       157.8    (meters)     518.     (feet)  VERTCON   
 FY3184  ___________________________________________________________________
 FY3184  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 FY3184  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FY3184  HORZ ORDER  -  SECOND
 FY3184
 FY3184.The horizontal coordinates were established by classical geodetic methods
 FY3184.and adjusted by the National Geodetic Survey in August 2005.
 FY3184
 FY3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3184
 FY3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3184
 FY3184.The geoid height was determined by GEOID03.
 FY3184
 FY3184;                    North         East     Units Scale Factor Converg.
 FY3184;SPC NC       -   253,897.621   607,439.332   MT  0.99996680   -0 00 49.8
 FY3184;SPC NC       -   832,995.78  1,992,907.21   sFT  0.99996680   -0 00 49.8
 FY3184;UTM  17      - 3,990,049.970   678,016.941   MT  0.99999049   +1 09 46.3
 FY3184
 FY3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3184!SPC NC       -   0.99998007  x   0.99996680  =   0.99994687
 FY3184!UTM  17      -   0.99998007  x   0.99999049  =   0.99997056
 FY3184
 FY3184:                Primary Azimuth Mark                     Grid Az
 FY3184:SPC NC       -  DRAIN                                    089 40 30.7
 FY3184:UTM  17      -  DRAIN                                    088 29 54.6
 FY3184
 FY3184|---------------------------------------------------------------------|
 FY3184| PID    Reference Object                     Distance      Geod. Az  |
 FY3184|                                                           dddmmss.s |
 FY3184| FY3190 DRAIN                               APPROX. 0.6 KM 0893940.9 |
 FY3184|---------------------------------------------------------------------|
 FY3184
 FY3184                          SUPERSEDED SURVEY CONTROL
 FY3184
 FY3184  NAD 83(1993)-  36 02 19.41003(N)    079 01 26.37171(W) AD(       ) 2
 FY3184  NAD 83(1986)-  36 02 19.40732(N)    079 01 26.37330(W) AD(       ) 2
 FY3184  NAD 27      -  36 02 18.89999(N)    079 01 27.33515(W) AD(       ) 2
 FY3184  NGVD 29 (07/19/86)  158.0    (m)          518.     (f) VERT ANG    3  
 FY3184
 FY3184.Superseded values are not recommended for survey control.
 FY3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3184.See file dsdata.txt to determine how the superseded data were derived.
 FY3184
 FY3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7801790050(NAD 83)
 FY3184_MARKER: DE = TRAVERSE STATION DISK
 FY3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3184+STABILITY: SURFACE MOTION
 FY3184
 FY3184  HISTORY     - Date     Condition        Report By
 FY3184  HISTORY     - 1963     MONUMENTED       NCGS
 FY3184  HISTORY     - 1981     GOOD             NCGS
 FY3184
 FY3184                          STATION DESCRIPTION
 FY3184
 FY3184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY3184'BOYKIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3184'THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY3184'
 FY3184'BOYKIN IS 5.0 MILES SE OF HILLSBORO.  LOCATED 0.5 MILES E
 FY3184'ALONG I-85 FROM BRIDGE ON UNIVERSITY STATION RD.  0.6 MILES W OF
 FY3184'OLD U.S. 70.  0.3 MILES W OF BRIDGE OVER SOUTHERN RR ON S SIDE OF
 FY3184'I-85.  ON TOP OF 30 FT DITCH BANK.
 FY3184'
 FY3184'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3184'BOYKIN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3184'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY3184'
 FY3184'MARK IS
 FY3184'
 FY3184'100.0 FT S OF C/L OF N BOUND LANE OF I-85
 FY3184'
 FY3184'8.1 FT NE OF 3 LEAD NAILS IN 3 INCH WHITE OAK
 FY3184'
 FY3184'4.7 FT N OF 3 LEAD NAILS IN 5 INCH PINE
 FY3184'
 FY3184'13.3 FT NW OF 3 LEAD NAILS IN 4 INCH WHITE OAK
 FY3184'
 FY3184'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3184
 FY3184                          STATION RECOVERY (1981)
 FY3184
 FY3184'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY3184'THE STATION WAS RECOVERED AT THIS DATE.
 FY3184'THE DESCRIPTION IS ADEQUATE.
 FY3184'
 FY3184'THE MARK IS STAMPED---BOYKIN 1962---, AND LINE OF SIGHT TO DRAIN IS
 FY3184'BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1582 ***********************************************************************
 FA1582  DESIGNATION -  BOYLES
 FA1582  PID         -  FA1582
 FA1582  STATE/COUNTY-  NC/DAVIDSON
 FA1582  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1582
 FA1582                         *CURRENT SURVEY CONTROL
 FA1582  ___________________________________________________________________
 FA1582* NAD 83(2001)-  35 52 50.24868(N)    080 05 43.98824(W)     ADJUSTED  
 FA1582* NAVD 88     -       262.5    (meters)     861.     (feet)  VERTCON   
 FA1582  ___________________________________________________________________
 FA1582  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 FA1582  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FA1582  HORZ ORDER  -  SECOND
 FA1582
 FA1582.The horizontal coordinates were established by classical geodetic methods
 FA1582.and adjusted by the National Geodetic Survey in August 2005.
 FA1582
 FA1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1582
 FA1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1582
 FA1582.The geoid height was determined by GEOID03.
 FA1582
 FA1582;                    North         East     Units Scale Factor Converg.
 FA1582;SPC NC       -   236,901.649   510,682.196   MT  0.99993271   -0 37 56.4
 FA1582;SPC NC       -   777,234.83  1,675,463.17   sFT  0.99993271   -0 37 56.4
 FA1582;UTM  17      - 3,971,085.791   581,639.467   MT  0.99968213   +0 31 48.4
 FA1582
 FA1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1582!SPC NC       -   0.99996369  x   0.99993271  =   0.99989640
 FA1582!UTM  17      -   0.99996369  x   0.99968213  =   0.99964583
 FA1582
 FA1582|---------------------------------------------------------------------|
 FA1582| PID    Reference Object                     Distance      Geod. Az  |
 FA1582|                                                           dddmmss.s |
 FA1582| FA0075 MAIN                                326.607 METERS 09817     |
 FA1582| FA1646 PLANT                               APPROX. 1.0 KM 2821705.3 |
 FA1582|---------------------------------------------------------------------|
 FA1582
 FA1582                          SUPERSEDED SURVEY CONTROL
 FA1582
 FA1582  NAD 83(1986)-  35 52 50.25420(N)    080 05 43.99503(W) AD(       ) 2
 FA1582  NAD 27      -  35 52 49.76249(N)    080 05 44.84378(W) AD(       ) 2
 FA1582  NGVD 29 (07/19/86)  262.7    (m)          862.     (f) VERT ANG    3  
 FA1582
 FA1582.Superseded values are not recommended for survey control.
 FA1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1582.See file dsdata.txt to determine how the superseded data were derived.
 FA1582
 FA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8163971086(NAD 83)
 FA1582_MARKER: DE = TRAVERSE STATION DISK
 FA1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1582_STAMPING: BOYLES 1963
 FA1582_MARK LOGO: NCGS  
 FA1582_PROJECTION: FLUSH
 FA1582_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1582+STABILITY: SURFACE MOTION
 FA1582
 FA1582  HISTORY     - Date     Condition        Report By
 FA1582  HISTORY     - 1963     MONUMENTED       NCGS
 FA1582  HISTORY     - 19940601 SEE DESCRIPTION  NCGS
 FA1582  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 FA1582  HISTORY     - 20050929 MARK NOT FOUND   USPSQD
 FA1582
 FA1582                          STATION DESCRIPTION
 FA1582
 FA1582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA1582'BOYLES IS A N.C. GEODETIC SURVEY TRAVERSE STATION IN THOMASVILLE,
 FA1582'NORTH CAROLINA.  STATION IS 0.8 MILES W OF THOMASVILLE, IN
 FA1582'THE 400 BLOCK OF W. LEXINGTON AVE. ON S SIDE OF STREET BETWEEN
 FA1582'STREET AND SIDEWALK.  STATION IS IN FRONT OF HOUSE NO. 425.
 FA1582'
 FA1582'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA1582'BOYLES 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1582'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1582'
 FA1582'MARK IS
 FA1582'
 FA1582'13.8 FT S OF C/L OF LEXINGTON AVE.
 FA1582'
 FA1582'25.8 FT W OF 3 LEAD NAILS IN PB 35
 FA1582'
 FA1582'89.4 FT E OF 3 LEAD NAILS IN TP 35-1/2
 FA1582'
 FA1582'4.2 FT E OF CENTER OF IRON SEWER TOP
 FA1582'
 FA1582'24.4 FT E OF NE CORNER OF WALK AND STEPS
 FA1582'
 FA1582'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1582
 FA1582                          STATION RECOVERY (1994)
 FA1582
 FA1582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA1582'NOT FOUND--THE STREET HAS BEEN WIDENED TO 3 LANES AND REFERENCES PLACE
 FA1582'MARK UNDER STREET.
 FA1582
 FA1582                          STATION RECOVERY (2004)
 FA1582
 FA1582'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAP)
 FA1582'MARK NOT FOUND.
 FA1582
 FA1582                          STATION RECOVERY (2005)
 FA1582
 FA1582'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3554 ***********************************************************************
 FY3554  DESIGNATION -  BOYLES
 FY3554  PID         -  FY3554
 FY3554  STATE/COUNTY-  NC/GUILFORD
 FY3554  USGS QUAD   -  GREENSBORO (1994)
 FY3554
 FY3554                         *CURRENT SURVEY CONTROL
 FY3554  ___________________________________________________________________
 FY3554* NAD 83(2001)-  36 07 04.18337(N)    079 52 16.86002(W)     ADJUSTED  
 FY3554* NAVD 88     -       244.4    (meters)     802.     (feet)  VERTCON   
 FY3554  ___________________________________________________________________
 FY3554  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 FY3554  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 FY3554  HORZ ORDER  -  SECOND
 FY3554
 FY3554.The horizontal coordinates were established by classical geodetic methods
 FY3554.and adjusted by the National Geodetic Survey in August 2005.
 FY3554
 FY3554.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3554
 FY3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3554
 FY3554.The geoid height was determined by GEOID03.
 FY3554
 FY3554;                    North         East     Units Scale Factor Converg.
 FY3554;SPC NC       -   263,018.911   531,156.174   MT  0.99998674   -0 30 10.5
 FY3554;SPC NC       -   862,921.21  1,742,634.88   sFT  0.99998674   -0 30 10.5
 FY3554;UTM  17      - 3,997,607.252   601,573.028   MT  0.99972712   +0 39 55.2
 FY3554
 FY3554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3554!SPC NC       -   0.99996658  x   0.99998674  =   0.99995332
 FY3554!UTM  17      -   0.99996658  x   0.99972712  =   0.99969371
 FY3554
 FY3554:                Primary Azimuth Mark                     Grid Az
 FY3554:SPC NC       -  HINTON                                   053 31 33.6
 FY3554:UTM  17      -  HINTON                                   052 21 27.9
 FY3554
 FY3554|---------------------------------------------------------------------|
 FY3554| PID    Reference Object                     Distance      Geod. Az  |
 FY3554|                                                           dddmmss.s |
 FY3554| FY3592 HINTON                              488.317 METERS 0530123.1 |
 FY3554| FY3671 NOE                                 APPROX. 0.5 KM 2730343.2 |
 FY3554|---------------------------------------------------------------------|
 FY3554
 FY3554                          SUPERSEDED SURVEY CONTROL
 FY3554
 FY3554  NAD 83(1993)-  36 07 04.19115(N)    079 52 16.86737(W) AD(       ) 2
 FY3554  NAD 83(1986)-  36 07 04.19139(N)    079 52 16.86822(W) AD(       ) 2
 FY3554  NAD 27      -  36 07 03.70180(N)    079 52 17.74782(W) AD(       ) 2
 FY3554  NGVD 29 (07/19/86)  244.6    (m)          802.     (f) VERT ANG    3  
 FY3554
 FY3554.Superseded values are not recommended for survey control.
 FY3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3554.See file dsdata.txt to determine how the superseded data were derived.
 FY3554
 FY3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0157397607(NAD 83)
 FY3554_MARKER: DE = TRAVERSE STATION DISK
 FY3554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3554_STAMPING: BOYLES 1963
 FY3554_MARK LOGO: NCGS  
 FY3554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3554+STABILITY: SURFACE MOTION
 FY3554
 FY3554  HISTORY     - Date     Condition        Report By
 FY3554  HISTORY     - 1963     MONUMENTED       NCGS
 FY3554  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FY3554  HISTORY     - 20040912 MARK NOT FOUND   USPSQD
 FY3554
 FY3554                          STATION DESCRIPTION
 FY3554
 FY3554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3554'BOYLES IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FY3554'ESTABLISHED IN THE VICINITY OF GREENSBORO, NORTH CAROLINA.
 FY3554'
 FY3554'BOYLES IS 5.4 MILES NW OF GREENSBORO, LOCATED 1.4 MILES SW
 FY3554'ALONG NEW GARDEN RD. (SR 2179) FROM U.S. 220 (BATTLE
 FY3554'GR. RD.).  0.3 MILES E OF HORSEPEN RD. (SR 2182).  APPROXIMATELY
 FY3554'80 FT W OF SR 2177 AND ON S SIDE OF NEW GARDEN RD. (SR 2179).
 FY3554'
 FY3554'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3554'BOYLES 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3554'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3554'
 FY3554'MARK IS
 FY3554'
 FY3554'26.0 FT S OF C/L OF NEW GARDEN RD. (SR 2179)
 FY3554'
 FY3554'84.0 FT W OF C/L OF SR 2177
 FY3554'
 FY3554'29.8 FT NW OF 3 LEAD NAILS IN 12 INCH POPLAR
 FY3554'
 FY3554'102.8 FT NE OF NW CORNER OF HOUSE
 FY3554'
 FY3554'86.7 FT NE OF NE CORNER OF HOUSE
 FY3554'
 FY3554'84.0 FT W OF 3 LEAD NAILS IN PP
 FY3554'
 FY3554'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3554
 FY3554                          STATION RECOVERY (1986)
 FY3554
 FY3554'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 FY3554'MARK NOT FOUND.
 FY3554
 FY3554                          STATION RECOVERY (2004)
 FY3554
 FY3554'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY3554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6804 ***********************************************************************
 AB6804  CBN         -  This is a Cooperative Base Network Control Station.
 AB6804  DESIGNATION -  BOYLES
 AB6804  PID         -  AB6804
 AB6804  STATE/COUNTY-  NC/STOKES
 AB6804  USGS QUAD   -  PINNACLE (1987)
 AB6804
 AB6804                         *CURRENT SURVEY CONTROL
 AB6804  ___________________________________________________________________
 AB6804* NAD 83(2007)-  36 21 27.35665(N)    080 24 30.08727(W)     ADJUSTED  
 AB6804* NAVD 88     -       309.78   (meters)    1016.3    (feet)  LEVELING  
 AB6804  ___________________________________________________________________
 AB6804  EPOCH DATE  -        2002.00
 AB6804  X           -     856,918.305 (meters)                     COMP
 AB6804  Y           -  -5,070,903.482 (meters)                     COMP
 AB6804  Z           -   3,760,384.331 (meters)                     COMP
 AB6804  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AB6804  ELLIP HEIGHT-         276.365 (meters)          (02/10/07) ADJUSTED
 AB6804  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AB6804
 AB6804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6804  Type    PID    Designation                      North   East  Ellip
 AB6804  -------------------------------------------------------------------
 AB6804  NETWORK AB6804 BOYLES                            0.47   0.41   1.12
 AB6804  -------------------------------------------------------------------
 AB6804  VERT ORDER  -  THIRD
 AB6804
 AB6804.The horizontal coordinates were established by GPS observations
 AB6804.and adjusted by the National Geodetic Survey in February 2007.
 AB6804
 AB6804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6804.The horizontal coordinates are valid at the epoch date displayed above.
 AB6804.The epoch date for horizontal control is a decimal equivalence
 AB6804.of Year/Month/Day.
 AB6804
 AB6804.The orthometric height was determined by differential leveling.
 AB6804.The vertical network tie was performed by a horz. field party for horz.
 AB6804.obs reductions. Reset procedures were used to establish the elevation.
 AB6804
 AB6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6804
 AB6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6804
 AB6804.The ellipsoidal height was determined by GPS observations
 AB6804.and is referenced to NAD 83.
 AB6804
 AB6804.The geoid height was determined by GEOID03.
 AB6804
 AB6804;                    North         East     Units Scale Factor Converg.
 AB6804;SPC NC       -   290,177.649   483,191.062   MT  1.00005889   -0 48 46.3
 AB6804;SPC NC       -   952,024.50  1,585,269.34   sFT  1.00005889   -0 48 46.3
 AB6804;UTM  17      - 4,023,775.079   553,081.833   MT  0.99963472   +0 21 02.7
 AB6804
 AB6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6804!SPC NC       -   0.99995663  x   1.00005889  =   1.00001552
 AB6804!UTM  17      -   0.99995663  x   0.99963472  =   0.99959136
 AB6804
 AB6804                          SUPERSEDED SURVEY CONTROL
 AB6804
 AB6804  NAD 83(2001)-  36 21 27.35726(N)    080 24 30.08738(W) AD(       ) B
 AB6804  ELLIP H (01/30/03)  276.362  (m)                       GP(       ) 4 2
 AB6804  NAD 83(1986)-  36 21 27.36382(N)    080 24 30.09437(W) AD(       ) 1
 AB6804  NAD 83(1995)-  36 21 27.35746(N)    080 24 30.08728(W) AD(       ) B
 AB6804  ELLIP H (09/11/96)  276.427  (m)                       GP(       ) 4 1
 AB6804  NGVD 29 (07/20/98)  309.94   (m)         1016.9    (f) LEVELING    3  
 AB6804
 AB6804.Superseded values are not recommended for survey control.
 AB6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6804.See file dsdata.txt to determine how the superseded data were derived.
 AB6804
 AB6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5308223775(NAD 83)
 AB6804_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6804_STAMPING: BOYLES 1993
 AB6804_MARK LOGO: NCGS  
 AB6804_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6804+STABILITY: SURFACE MOTION
 AB6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6804+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2003
 AB6804
 AB6804  HISTORY     - Date     Condition        Report By
 AB6804  HISTORY     - 1993     MONUMENTED       NCGS
 AB6804  HISTORY     - 19940602 GOOD             NCGS
 AB6804  HISTORY     - 19950131 GOOD             NCGS
 AB6804  HISTORY     - 20020115 GOOD             NCGS
 AB6804  HISTORY     - 20020805 GOOD             NCGS
 AB6804  HISTORY     - 20030115 GOOD             NCGS
 AB6804
 AB6804                          STATION DESCRIPTION
 AB6804
 AB6804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AB6804'RECOVERED AS DESCRIBED.
 AB6804
 AB6804                          STATION RECOVERY (1995)
 AB6804
 AB6804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS)
 AB6804'STATION IS LOCATED 4.0 MI (6.4 KM) SOUTHEAST OF PILOT MOUNTAIN AND 2.4
 AB6804'MI (3.9 KM) NORTHEAST OF PINNACLE. PROCEED ALONG SR 1157-HIGH BRIDGE
 AB6804'ROAD FOR 2.9 MI (4.7 KM) NORTHEAST FROM SR 1236-OLD US 52 (IN
 AB6804'PINNACLE), THENCE SOUTHEAST FOR 0.65 MI (1.05 KM) ALONG SR
 AB6804'1136-VOLUNTEER ROAD TO THE STATION ON THE WEST SIDE OF THE ROAD AT THE
 AB6804'SOUTHWEST CORNER OF A FENCED FAMILY CEMETERY. MARK IS ABOUT 6-FEET
 AB6804'HIGHER THAN THE ROAD AND RECESSED 1 INCH BELOW THE GROUND.  LOCATED
 AB6804'166.5 FT (50.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.9 FT
 AB6804'(1.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 40.5 FT (12.3
 AB6804'M) WEST OF THE--ELLA MAE BOYLES--HEADSTONE AND 49.7 FT (15.1 M)
 AB6804'SOUTHWEST OF THE--C. C. BOYLES--HEADSTONE. NOTE-IN ADDITION TO NCGS
 AB6804'STATION-VOLHIGH 1993-THE COORDINATED TV TOWERS AND THE LOOKOUT TOWER
 AB6804'ON SAURATOWN MOUNTAIN WILL SERVE AS AZIMUTHS FOR THIS STATION.
 AB6804
 AB6804                          STATION RECOVERY (2002)
 AB6804
 AB6804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AB6804'RECOVERED AS DESCRIBED.
 AB6804
 AB6804                          STATION RECOVERY (2002)
 AB6804
 AB6804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AB6804'RECOVERED AS DESCRIBED.
 AB6804
 AB6804                          STATION RECOVERY (2003)
 AB6804
 AB6804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AB6804'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5618 ***********************************************************************
 DG5618  DESIGNATION -  BOYLESTON
 DG5618  PID         -  DG5618
 DG5618  STATE/COUNTY-  NC/HENDERSON
 DG5618  USGS QUAD   -  SKYLAND (1991)
 DG5618
 DG5618                         *CURRENT SURVEY CONTROL
 DG5618  ___________________________________________________________________
 DG5618* NAD 83(2007)-  35 25 02.46829(N)    082 32 55.13651(W)     ADJUSTED  
 DG5618* NAVD 88     -       651.7    (meters)    2138.     (feet)  GPS OBS   
 DG5618  ___________________________________________________________________
 DG5618  EPOCH DATE  -        2002.00
 DG5618  X           -     674,907.989 (meters)                     COMP
 DG5618  Y           -  -5,160,289.204 (meters)                     COMP
 DG5618  Z           -   3,676,059.202 (meters)                     COMP
 DG5618  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 DG5618  ELLIP HEIGHT-         621.608 (meters)          (02/10/07) ADJUSTED
 DG5618  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DG5618
 DG5618  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5618  Type    PID    Designation                      North   East  Ellip
 DG5618  -------------------------------------------------------------------
 DG5618  NETWORK DG5618 BOYLESTON                         0.55   0.45   1.12
 DG5618  -------------------------------------------------------------------
 DG5618
 DG5618.The horizontal coordinates were established by GPS observations
 DG5618.and adjusted by the National Geodetic Survey in February 2007.
 DG5618
 DG5618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5618.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5618.The horizontal coordinates are valid at the epoch date displayed above.
 DG5618.The epoch date for horizontal control is a decimal equivalence
 DG5618.of Year/Month/Day.
 DG5618
 DG5618.The orthometric height was determined by GPS observations and a
 DG5618.high-resolution geoid model.
 DG5618
 DG5618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5618
 DG5618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5618
 DG5618.The ellipsoidal height was determined by GPS observations
 DG5618.and is referenced to NAD 83.
 DG5618
 DG5618.The geoid height was determined by GEOID03.
 DG5618
 DG5618;                    North         East     Units Scale Factor Converg.
 DG5618;SPC NC       -   190,719.056   287,413.340   MT  0.99987675   -2 02 53.4
 DG5618;SPC NC       -   625,717.44    942,955.27   sFT  0.99987675   -2 02 53.4
 DG5618;UTM  17      - 3,920,428.796   359,398.827   MT  0.99984362   -0 53 51.5
 DG5618
 DG5618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5618!SPC NC       -   0.99990244  x   0.99987675  =   0.99977920
 DG5618!UTM  17      -   0.99990244  x   0.99984362  =   0.99974608
 DG5618
 DG5618                          SUPERSEDED SURVEY CONTROL
 DG5618
 DG5618  NAD 83(1986)-  35 25 02.47471(N)    082 32 55.13590(W) AD(       ) 1
 DG5618  NAD 83(2001)-  35 25 02.46863(N)    082 32 55.13629(W) AD(       ) 1
 DG5618  ELLIP H (05/19/04)  621.624  (m)                       GP(       ) 5 1
 DG5618
 DG5618.Superseded values are not recommended for survey control.
 DG5618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5618.See file dsdata.txt to determine how the superseded data were derived.
 DG5618
 DG5618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5939920429(NAD 83)
 DG5618_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5618_STAMPING: BOYLESTON 1994
 DG5618_MARK LOGO: NCGS  
 DG5618_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5618+STABILITY: SURFACE MOTION
 DG5618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5618+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG5618
 DG5618  HISTORY     - Date     Condition        Report By
 DG5618  HISTORY     - 1994     MONUMENTED       NCGS
 DG5618
 DG5618                          STATION DESCRIPTION
 DG5618
 DG5618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 DG5618'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) WEST-SOUTHWEST OF FLETCHER
 DG5618'AND 8.7 MI (14.0 KM) NORTHWEST OF HENDERSONVILLE. ALONG NC 280
 DG5618'(BOYLESTON HIGHWAY) FOR 2.05 MI (3.30 KM) SOUTHWEST FROM THE I 26
 DG5618'UNDERPASS (NEAR THE ASHEVILLE AIRPORT), ON TOP OF A CUT NEAR FENCE, OR
 DG5618'0.4 MI (0.6 KM) SOUTHWEST OF THE FRENCH BROAD RIVER. MARK IS ABOUT
 DG5618'25-FEET HIGHER THAN HIGHWAY AND IS FLUSH WITH GROUND. LOCATED 82.2 FT
 DG5618'(25.1 M) NORTHWEST OF THE CENTERLINE OF NC 280 SOUTHWEST BOUND LANE,
 DG5618'7.3 FT (2.2 M) SOUTH-SOUTHWEST OF A FENCE POST, 7.6 FT (2.3 M)
 DG5618'EAST-NORTHEAST OF ANOTHER FENCE POST AND 21.1 FT (6.4 M)
 DG5618'EAST-NORTHEAST OF A THIRD FENCE POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2187 ***********************************************************************
 EB2187  DESIGNATION -  BOYS
 EB2187  PID         -  EB2187
 EB2187  STATE/COUNTY-  NC/COLUMBUS
 EB2187  USGS QUAD   -  LAKE WACCAMAW WEST (1987)
 EB2187
 EB2187                         *CURRENT SURVEY CONTROL
 EB2187  ___________________________________________________________________
 EB2187* NAD 83(2001)-  34 19 03.72796(N)    078 31 27.48399(W)     ADJUSTED  
 EB2187* NAVD 88     -        18.0    (meters)      59.     (feet)  VERTCON   
 EB2187  ___________________________________________________________________
 EB2187  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EB2187  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EB2187  HORZ ORDER  -  SECOND
 EB2187
 EB2187.The horizontal coordinates were established by classical geodetic methods
 EB2187.and adjusted by the National Geodetic Survey in August 2005.
 EB2187
 EB2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2187
 EB2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2187
 EB2187.The geoid height was determined by GEOID03.
 EB2187
 EB2187;                    North         East     Units Scale Factor Converg.
 EB2187;SPC NC       -    63,082.459   653,384.298   MT  1.00000437   +0 16 28.4
 EB2187;SPC NC       -   206,963.03  2,143,644.98   sFT  1.00000437   +0 16 28.4
 EB2187;UTM  17      - 3,800,158.731   727,796.799   MT  1.00023968   +1 23 46.9
 EB2187
 EB2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2187!SPC NC       -   1.00000269  x   1.00000437  =   1.00000706
 EB2187!UTM  17      -   1.00000269  x   1.00023968  =   1.00024237
 EB2187
 EB2187:                Primary Azimuth Mark                     Grid Az
 EB2187:SPC NC       -  DEPOT                                    028 57 44.2
 EB2187:UTM  17      -  DEPOT                                    027 50 25.7
 EB2187
 EB2187|---------------------------------------------------------------------|
 EB2187| PID    Reference Object                     Distance      Geod. Az  |
 EB2187|                                                           dddmmss.s |
 EB2187| EB1522 DEPOT                               APPROX. 0.5 KM 0291412.6 |
 EB2187| EB2199 NANCY                               128.170 METERS 12755     |
 EB2187| EB2197 HOME                                 76.787 METERS 19946     |
 EB2187|---------------------------------------------------------------------|
 EB2187
 EB2187                          SUPERSEDED SURVEY CONTROL
 EB2187
 EB2187  NAD 83(1986)-  34 19 03.73184(N)    078 31 27.49403(W) AD(       ) 2
 EB2187  NAD 27      -  34 19 03.13199(N)    078 31 28.45809(W) AD(       ) 2
 EB2187  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG    3  
 EB2187
 EB2187.Superseded values are not recommended for survey control.
 EB2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2187.See file dsdata.txt to determine how the superseded data were derived.
 EB2187
 EB2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2779700159(NAD 83)
 EB2187_MARKER: DE = TRAVERSE STATION DISK
 EB2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2187_STAMPING: BOYS 1971
 EB2187_MARK LOGO: NCGS  
 EB2187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2187+STABILITY: SURFACE MOTION
 EB2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2187+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 EB2187
 EB2187  HISTORY     - Date     Condition        Report By
 EB2187  HISTORY     - 1971     MONUMENTED       NCGS
 EB2187  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EB2187  HISTORY     - 20031008 GOOD             NCGS
 EB2187
 EB2187                          STATION DESCRIPTION
 EB2187
 EB2187'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2187'BOYS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2187'IN THE VICINITY OF LAKE WACCAMAW, NORTH CAROLINA.
 EB2187'
 EB2187'BOYS IS LOCATED APPROXIMATELY IN THE CENTER OF LAKE
 EB2187'WACCAMAW.  STATION IS AT THE INTERSECTION OF NC 214 WEST LEG
 EB2187'(BROADWAY) AND NC 214 SOUTH LEG (LAKE SHORE DRIVE) IN LAKE
 EB2187'WACCAMAW, IN THE NORTHWEST QUADRANT OF THE INTERSECTION.  AND 0.35
 EB2187'MILE SOUTH OF THE DEPOT IN LAKE WACCAMAW.
 EB2187'
 EB2187'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2187'BOYS 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2187'WHICH IS FLUSH WITH THE GROUND.
 EB2187'
 EB2187'MARK IS
 EB2187'
 EB2187'41.7 FT NW OF C/L OF TRAFFIC ISLAND ON NC 214 WEST LEG
 EB2187'(BROADWAY)
 EB2187'
 EB2187'82.6 FT W OF ALUMINUM REF. TAG ON PP W/TRANSFORMER
 EB2187'
 EB2187'7.4 FT NE OF ALUMINUM REF. TAG ON PP BRACE
 EB2187'
 EB2187'23.4 FT N OF ALUMINUM REF. TAG ON NC 214 SIGN POST
 EB2187'
 EB2187'190.9 FT SW OF CENTER OF TOP CONCRETE STEP LEADING TO BOYS
 EB2187'HOME OFFICE
 EB2187
 EB2187                          STATION RECOVERY (1985)
 EB2187
 EB2187'RECOVERY NOTE BY US POWER SQUADRON 1985 (IMS)
 EB2187'MARK NOT FOUND.
 EB2187
 EB2187                          STATION RECOVERY (2003)
 EB2187
 EB2187'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EB2187'RECOVERED IN GOOD CONDITION, WITH UPDATES.
 EB2187' 
 EB2187'MARK IS NOW RECESSED 3-IN BELOW THE GROUND AND ABOUT 5-FEET HIGHER
 EB2187'THAN FLEMINGTON ROAD.  STATION IS LOCATED 7.0 FT (2.1 M) WEST OF BLOCK
 EB2187'RETAINING WALL AND 5.5 FT (1.7 M) EAST-NORTHEAST OF GUY POLE WITH
 EB2187'REFERENCE TAG.  NC 214 SIGN POST WITH REFERENCE TAG IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1210 ***********************************************************************
 EA1210  DESIGNATION -  BOYTRAIL
 EA1210  PID         -  EA1210
 EA1210  STATE/COUNTY-  NC/ONSLOW
 EA1210  USGS QUAD   -  SNEADS FERRY (1988)
 EA1210
 EA1210                         *CURRENT SURVEY CONTROL
 EA1210  ___________________________________________________________________
 EA1210* NAD 83(2001)-  34 34 15.71195(N)    077 29 19.00671(W)     ADJUSTED  
 EA1210* NAVD 88     -        21.155  (meters)      69.41   (feet)  ADJUSTED  
 EA1210  ___________________________________________________________________
 EA1210  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EA1210  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EA1210  DYNAMIC HT  -          21.134 (meters)      69.34  (feet)  COMP
 EA1210  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EA1210
 EA1210  HORZ ORDER  -  SECOND
 EA1210  VERT ORDER  -  FIRST     CLASS II
 EA1210
 EA1210.The horizontal coordinates were established by classical geodetic methods
 EA1210.and adjusted by the National Geodetic Survey in August 2005.
 EA1210
 EA1210.The orthometric height was determined by differential leveling
 EA1210.and adjusted in June 1991.
 EA1210
 EA1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1210
 EA1210.The geoid height was determined by GEOID03.
 EA1210
 EA1210.The dynamic height is computed by dividing the NAVD 88
 EA1210.geopotential number by the normal gravity value computed on the
 EA1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1210.degrees latitude (g = 980.6199 gals.).
 EA1210
 EA1210.The modeled gravity was interpolated from observed gravity values.
 EA1210
 EA1210;                    North         East     Units Scale Factor Converg.
 EA1210;SPC NC       -    92,134.330   748,275.829   MT  0.99994265   +0 52 20.4
 EA1210;SPC NC       -   302,277.38  2,454,968.28   sFT  0.99994265   +0 52 20.4
 EA1210;UTM  18      - 3,828,288.042   271,705.434   MT  1.00024244   -1 24 45.8
 EA1210
 EA1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1210!SPC NC       -   1.00000253  x   0.99994265  =   0.99994518
 EA1210!UTM  18      -   1.00000253  x   1.00024244  =   1.00024497
 EA1210
 EA1210:                Primary Azimuth Mark                     Grid Az
 EA1210:SPC NC       -  SANDS                                    033 54 16.3
 EA1210:UTM  18      -  SANDS                                    036 11 22.5
 EA1210
 EA1210|---------------------------------------------------------------------|
 EA1210| PID    Reference Object                     Distance      Geod. Az  |
 EA1210|                                                           dddmmss.s |
 EA1210| EA1209 SANDS                               APPROX. 0.6 KM 0344636.7 |
 EA1210| EA0346 F 116                                66.299 METERS 17747     |
 EA1210|---------------------------------------------------------------------|
 EA1210
 EA1210                          SUPERSEDED SURVEY CONTROL
 EA1210
 EA1210  NAD 83(1986)-  34 34 15.72786(N)    077 29 19.02294(W) AD(       ) 2
 EA1210  NAD 27      -  34 34 15.13058(N)    077 29 20.14341(W) AD(       ) 2
 EA1210  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG    3  
 EA1210
 EA1210.Superseded values are not recommended for survey control.
 EA1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1210.See file dsdata.txt to determine how the superseded data were derived.
 EA1210
 EA1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7170528288(NAD 83)
 EA1210_MARKER: DE = TRAVERSE STATION DISK
 EA1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1210_SP_SET: CONCRETE POST
 EA1210_STAMPING: BOYTRAIL 1974
 EA1210_MARK LOGO: NCGS  
 EA1210_PROJECTION: FLUSH
 EA1210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1210+STABILITY: SURFACE MOTION
 EA1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1210+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1999
 EA1210
 EA1210  HISTORY     - Date     Condition        Report By
 EA1210  HISTORY     - 1974     MONUMENTED       NCGS
 EA1210  HISTORY     - 1979     GOOD             NCGS
 EA1210  HISTORY     - 1979     GOOD             NCGS
 EA1210  HISTORY     - 1985     GOOD             USPSQD
 EA1210  HISTORY     - 1986     GOOD             USPSQD
 EA1210  HISTORY     - 1989     GOOD             USPSQD
 EA1210  HISTORY     - 19910614 GOOD             USPSQD
 EA1210  HISTORY     - 19990805 SEE DESCRIPTION  NCGS
 EA1210
 EA1210                          STATION DESCRIPTION
 EA1210
 EA1210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1210'BOYTRAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1210'THE VICINITY OF DIXON COMMUNITY, NORTH CAROLINA.
 EA1210'
 EA1210'BOYTRAIL IS LOCATED APPROXIMATELY 1.3 MILES SOUTH OF DIXON AND 6.4
 EA1210'MILES NORTHEAST OF HOLLY RIDGE.  TO REACH STATION FROM INTERSECTION
 EA1210'OF U.S. 17 WITH NC 210 AT DIXON, PROCEED SOUTH ALONG U.S. 17 FOR
 EA1210'1.4 MILES TO STATION ON RIGHT AT INTERSECTION OF A DIRT ROAD WITH
 EA1210'BOYTRAIL SIGN, 0.15 MILE NORTH OF RAILROAD MILEPOST 280, AND
 EA1210'2.5 MILES NORTH OF NC 172 AT FOLKSTONE.
 EA1210'
 EA1210'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1210'BOYTRAIL 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1210'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA1210'
 EA1210'MARK IS 44.4 FT NW OF C/L OF U.S. 17.
 EA1210'
 EA1210'47.7 FT SW OF BOYTRAIL ROAD.
 EA1210'
 EA1210'58.4 FT SE OF S RAIL OF RAILROAD.
 EA1210'
 EA1210'13.6 FT E OF 4 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EA1210'
 EA1210'71.2 FT S OF RAILROAD CROSSING SIGN, WITH ALUMINUM REF. TAG.
 EA1210'
 EA1210'B.M. F-116 IS A NATIONAL GEODETIC SURVEY BENCH MARK LOCATED
 EA1210'APPROXIMATELY 218 FEET SOUTH OF STATION, 57.5 FT SE OF C/L U.S. 17,
 EA1210'2.5 FT NE OF PP WITH ALUMINUM REF. TAG, 1.5 FT SW OF A WOODEN
 EA1210'WITNESS POST, 192.0 FT NE OF A 24 IN PIPE CULVERT, AND SET IN TOP
 EA1210'OF A CONCRETE CYLINDER PROJECTING 6 INCHES ABOVE THE GROUND.
 EA1210
 EA1210                          STATION RECOVERY (1979)
 EA1210
 EA1210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA1210'THE STATION WAS RECOVERED ON GOOD CONDITION.  THE DESCRIPTION IS
 EA1210'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EA1210'
 EA1210'THE MARK IS 42.1 FEET SOUTHWEST OF THE CENTERLINE OF BOYTRAIL ROAD AND
 EA1210'0.8 FEET NORTHEAST OF A WITNESS POST.
 EA1210
 EA1210                          STATION RECOVERY (1979)
 EA1210
 EA1210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1210'1.4 MI SOUTH FROM DIXON.
 EA1210'1.4 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1210'AT DIXON SCHOOL, ON WEST SIDE OF HIGHWAY AT A GRADE CROSSING OF A
 EA1210'DIRT ROAD WITH POSTED --HUNTING CLUB-- SIGN AND 218 FEET NORTH OF
 EA1210'AND ACROSS HIGHWAY FROM BENCH MARK F 116, 44.4 FEET NORTHWEST OF
 EA1210'CENTERLINE OF HIGHWAY, 42.1 FEET SOUTHWEST OF ROAD, 58.4 FEET
 EA1210'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD, 13.6 FEET EAST OF 4 INCH
 EA1210'PINE WITH REFERENCE TAG AND 71.2 FEET SOUTH OF RAILROAD CROSSING
 EA1210'SIGN WITH REFERENCE TAG.
 EA1210'THE MARK IS 0.8 FT  NE FROM A WITNESS POST.
 EA1210'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1210
 EA1210                          STATION RECOVERY (1985)
 EA1210
 EA1210'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1210'RECOVERED IN GOOD CONDITION.
 EA1210
 EA1210                          STATION RECOVERY (1986)
 EA1210
 EA1210'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EA1210'RECOVERED IN GOOD CONDITION.
 EA1210
 EA1210                          STATION RECOVERY (1989)
 EA1210
 EA1210'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EA1210'RECOVERED IN GOOD CONDITION.
 EA1210
 EA1210                          STATION RECOVERY (1991)
 EA1210
 EA1210'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA1210'RECOVERED IN GOOD CONDITION.
 EA1210
 EA1210                          STATION RECOVERY (1999)
 EA1210
 EA1210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1210'NOT FOUND PROBABLY LOST DUE TO US 17 4-LANE IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1015 ***********************************************************************
 DD1015  DESIGNATION -  BR 11
 DD1015  PID         -  DD1015
 DD1015  STATE/COUNTY-  NC/BRUNSWICK
 DD1015  USGS QUAD   -  SOUTHPORT (1990)
 DD1015
 DD1015                         *CURRENT SURVEY CONTROL
 DD1015  ___________________________________________________________________
 DD1015* NAD 83(1986)-  33 57 29.     (N)    078 00 29.     (W)     SCALED    
 DD1015* NAVD 88     -         5.488  (meters)      18.01   (feet)  ADJUSTED  
 DD1015  ___________________________________________________________________
 DD1015  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 DD1015  DYNAMIC HT  -           5.482 (meters)      17.99  (feet)  COMP
 DD1015  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 DD1015
 DD1015  VERT ORDER  -  SECOND    CLASS II
 DD1015
 DD1015.The horizontal coordinates were scaled from a topographic map and have
 DD1015.an estimated accuracy of +/- 6 seconds.
 DD1015
 DD1015.The orthometric height was determined by differential leveling
 DD1015.and adjusted in June 1991.
 DD1015
 DD1015.The geoid height was determined by GEOID03.
 DD1015
 DD1015.The dynamic height is computed by dividing the NAVD 88
 DD1015.geopotential number by the normal gravity value computed on the
 DD1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1015.degrees latitude (g = 980.6199 gals.).
 DD1015
 DD1015.The modeled gravity was interpolated from observed gravity values.
 DD1015
 DD1015;                    North         East    Units  Estimated Accuracy
 DD1015;SPC NC       -    23,540.      701,300.      MT  (+/- 180 meters Scaled)
 DD1015
 DD1015                          SUPERSEDED SURVEY CONTROL
 DD1015
 DD1015.No superseded survey control is available for this station.
 DD1015
 DD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT764615(NAD 83)
 DD1015_MARKER: DD = SURVEY DISK
 DD1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD1015_SP_SET: CULVERT
 DD1015_STAMPING: BR-11 1976
 DD1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD1015
 DD1015  HISTORY     - Date     Condition        Report By
 DD1015  HISTORY     - 1976     MONUMENTED       NCGS
 DD1015
 DD1015                          STATION DESCRIPTION
 DD1015
 DD1015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1015'2.8 MI N FROM SOUTHPORT.
 DD1015'STATION IS LOCATED ON GROUNDS OF THE CP AND L NUCLEAR POWER PLANT AT
 DD1015'SOUTHPORT, ON SOUTH SIDE OF THE NUCLEAR REACTORS IN CONCRETE RETAINING
 DD1015'HEADWALL AT GAUGING STATION ON NORTH BANK OF INLET CANAL. 2.9 FT. SW
 DD1015'OF NE END OF HEADWALL, 3.0 FT. NE OF SW END OF HEADWALL, 154.6 FT. ENE
 DD1015'OF NORTHEASTERNMOST METAL CORNER FENCE POST, AND 39.8 FT. SE OF
 DD1015'WESTERNMOST RAIL OF TRAIN TRACK.  DISK IS SET FLUSH IN DRILL HOLE IN
 DD1015'TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0992 ***********************************************************************
 DD0992  DESIGNATION -  BR 12
 DD0992  PID         -  DD0992
 DD0992  STATE/COUNTY-  NC/BRUNSWICK
 DD0992  USGS QUAD   -  KURE BEACH (1979)
 DD0992
 DD0992                         *CURRENT SURVEY CONTROL
 DD0992  ___________________________________________________________________
 DD0992* NAD 83(1986)-  33 57 52.     (N)    077 59 02.     (W)     SCALED    
 DD0992* NAVD 88     -         5.428  (meters)      17.81   (feet)  ADJUSTED  
 DD0992  ___________________________________________________________________
 DD0992  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 DD0992  DYNAMIC HT  -           5.423 (meters)      17.79  (feet)  COMP
 DD0992  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 DD0992
 DD0992  VERT ORDER  -  SECOND    CLASS II
 DD0992
 DD0992.The horizontal coordinates were scaled from a topographic map and have
 DD0992.an estimated accuracy of +/- 6 seconds.
 DD0992
 DD0992.The orthometric height was determined by differential leveling
 DD0992.and adjusted in June 1991.
 DD0992
 DD0992.The geoid height was determined by GEOID03.
 DD0992
 DD0992.The dynamic height is computed by dividing the NAVD 88
 DD0992.geopotential number by the normal gravity value computed on the
 DD0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0992.degrees latitude (g = 980.6199 gals.).
 DD0992
 DD0992.The modeled gravity was interpolated from observed gravity values.
 DD0992
 DD0992;                    North         East    Units  Estimated Accuracy
 DD0992;SPC NC       -    24,270.      703,520.      MT  (+/- 180 meters Scaled)
 DD0992
 DD0992                          SUPERSEDED SURVEY CONTROL
 DD0992
 DD0992.No superseded survey control is available for this station.
 DD0992
 DD0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC242622(NAD 83)
 DD0992_MARKER: DD = SURVEY DISK
 DD0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0992_STAMPING: BR-12 1976
 DD0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0992+STABILITY: SURFACE MOTION
 DD0992
 DD0992  HISTORY     - Date     Condition        Report By
 DD0992  HISTORY     - 1976     MONUMENTED       NCGS
 DD0992
 DD0992                          STATION DESCRIPTION
 DD0992
 DD0992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0992'3.7 MI NNE FROM SOUTHPORT.
 DD0992'TO REACH STATION FROM INTERSECTION OF NC 211 (HOWE STREET) WITH SR
 DD0992'1528 (MOORE STREET) IN SOUTHPORT, PROCEED NE AND THENCE NORTH ALONG
 DD0992'MOORE STREET (SR 1528) FOR 3.8 MILES TO END OF SR 1528, CONTINUE NORTH
 DD0992'ALONG ROAD FOR ABOUT 0.1 MILE TO THE CP AND L INTAKE CANAL, THENCE
 DD0992'CONTINUE EAST ALONG A DIRT ROAD ON SOUTH SIDE OF CANAL FOR
 DD0992'APPROXIMATELY 0.2 MILE TO A LARGE CP AND L WARNING SIGN AND STATION
 DD0992'NEAR SOUTHERNMOST END OF SIGN.  23.9 FT. SSW OF C/L OF THE E-W DIRT
 DD0992'ROAD, 16.4 FT. EAST OF C/L OF EASTERNMOST PART OF DIRT LOOP ROAD, 2.9
 DD0992'FT. SSW OF 6 IN. DIAMETER SIGN POST, AND 17.2 FT. SSE OF 6 IN.
 DD0992'DIAMETER SIGN POST.  DISK IS SET IN TOP OF CONCRETE PRECAST MONUMENT,
 DD0992'PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0993 ***********************************************************************
 DD0993  DESIGNATION -  BR 13
 DD0993  PID         -  DD0993
 DD0993  STATE/COUNTY-  NC/BRUNSWICK
 DD0993  USGS QUAD   -  KURE BEACH (1979)
 DD0993
 DD0993                         *CURRENT SURVEY CONTROL
 DD0993  ___________________________________________________________________
 DD0993* NAD 83(1986)-  33 58 16.     (N)    077 59 01.     (W)     SCALED    
 DD0993* NAVD 88     -         3.770  (meters)      12.37   (feet)  ADJUSTED  
 DD0993  ___________________________________________________________________
 DD0993  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 DD0993  DYNAMIC HT  -           3.766 (meters)      12.36  (feet)  COMP
 DD0993  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DD0993
 DD0993  VERT ORDER  -  SECOND    CLASS II
 DD0993
 DD0993.The horizontal coordinates were scaled from a topographic map and have
 DD0993.an estimated accuracy of +/- 6 seconds.
 DD0993
 DD0993.The orthometric height was determined by differential leveling
 DD0993.and adjusted in June 1991.
 DD0993
 DD0993.The geoid height was determined by GEOID03.
 DD0993
 DD0993.The dynamic height is computed by dividing the NAVD 88
 DD0993.geopotential number by the normal gravity value computed on the
 DD0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0993.degrees latitude (g = 980.6199 gals.).
 DD0993
 DD0993.The modeled gravity was interpolated from observed gravity values.
 DD0993
 DD0993;                    North         East    Units  Estimated Accuracy
 DD0993;SPC NC       -    25,010.      703,540.      MT  (+/- 180 meters Scaled)
 DD0993
 DD0993                          SUPERSEDED SURVEY CONTROL
 DD0993
 DD0993.No superseded survey control is available for this station.
 DD0993
 DD0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC243629(NAD 83)
 DD0993_MARKER: DD = SURVEY DISK
 DD0993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0993_SP_SET: CONCRETE WHEEL GUARD
 DD0993_STAMPING: BR-13 1976
 DD0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0993
 DD0993  HISTORY     - Date     Condition        Report By
 DD0993  HISTORY     - 1976     MONUMENTED       NCGS
 DD0993
 DD0993                          STATION DESCRIPTION
 DD0993
 DD0993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0993'4.1 MI NNE FROM SOUTHPORT.
 DD0993'STATION IS LOCATED AT THE OLD RIVER ROAD BRIDGE OVER WALDEN CREEK
 DD0993'WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY OCEAN TERMINAL.  TO
 DD0993'REACH STATION FROM THE JUNCTION OF NC 87, NC 133 AND THE SUNNY POINT
 DD0993'MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF SOUTHPORT, PROCEED EAST
 DD0993'ALONG THE ACCESS ROAD FOR 1.35 MILES TO SECURITY GATE 1, CONTINUE EAST
 DD0993'FOR 0.1 MILE TO CHECK POINT GATE, CONTINUE EASTERLY ALONG BUNKER ROAD
 DD0993'FOR 3.0 MILES TO INTERSECTION WITH RIVER ROAD, TURN RIGHT AND CONTINUE
 DD0993'SOUTH ALONG RIVER ROAD FOR 2.6 MILES TO THE SOUTH SECURITY GATE (NO
 DD0993'LONGER MANNED - HAS TO BE UNLOCKED BY PATROL PERSONNEL), THENCE
 DD0993'CONTINUE SOUTHERLY ALONG RIVER ROAD FOR 0.6 MILE TO THE BRIDGE OVER
 DD0993'WALDEN CREEK AND STATION ON LEFT IN WHEEL GUARD AT NE CORNER OF
 DD0993'BRIDGE.  1.5 FT. SOUTH OF NORTH END OF EAST WHEEL GUARD, AND 0.6 FT.
 DD0993'WEST OF WEST EDGE OF BRIDGE RAIL.  DISK IS SET FLUSH IN DRILL HOLE IN
 DD0993'CONCRETE WHEEL GUARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0994 ***********************************************************************
 DD0994  DESIGNATION -  BR 14
 DD0994  PID         -  DD0994
 DD0994  STATE/COUNTY-  NC/BRUNSWICK
 DD0994  USGS QUAD   -  KURE BEACH (1979)
 DD0994
 DD0994                         *CURRENT SURVEY CONTROL
 DD0994  ___________________________________________________________________
 DD0994* NAD 83(1986)-  33 58 34.     (N)    077 58 32.     (W)     SCALED    
 DD0994* NAVD 88     -         4.884  (meters)      16.02   (feet)  ADJUSTED  
 DD0994  ___________________________________________________________________
 DD0994  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 DD0994  DYNAMIC HT  -           4.879 (meters)      16.01  (feet)  COMP
 DD0994  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 DD0994
 DD0994  VERT ORDER  -  SECOND    CLASS II
 DD0994
 DD0994.The horizontal coordinates were scaled from a topographic map and have
 DD0994.an estimated accuracy of +/- 6 seconds.
 DD0994
 DD0994.The orthometric height was determined by differential leveling
 DD0994.and adjusted in June 1991.
 DD0994
 DD0994.The geoid height was determined by GEOID03.
 DD0994
 DD0994.The dynamic height is computed by dividing the NAVD 88
 DD0994.geopotential number by the normal gravity value computed on the
 DD0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0994.degrees latitude (g = 980.6199 gals.).
 DD0994
 DD0994.The modeled gravity was interpolated from observed gravity values.
 DD0994
 DD0994;                    North         East    Units  Estimated Accuracy
 DD0994;SPC NC       -    25,570.      704,280.      MT  (+/- 180 meters Scaled)
 DD0994
 DD0994                          SUPERSEDED SURVEY CONTROL
 DD0994
 DD0994.No superseded survey control is available for this station.
 DD0994
 DD0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC250634(NAD 83)
 DD0994_MARKER: DD = SURVEY DISK
 DD0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0994_SP_SET: BASE
 DD0994_STAMPING: BR-14 1976
 DD0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0994
 DD0994  HISTORY     - Date     Condition        Report By
 DD0994  HISTORY     - 1976     MONUMENTED       NCGS
 DD0994
 DD0994                          STATION DESCRIPTION
 DD0994
 DD0994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0994'4.7 MI NNE FROM SOUTHPORT.
 DD0994'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 DD0994'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133
 DD0994'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 DD0994'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 DD0994'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 DD0994'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.0 MILES TO INTERSECTION WITH
 DD0994'RIVER ROAD, TURN RIGHT AND CONTINUE SOUTH ALONG RIVER ROAD FOR 2.6
 DD0994'MILES TO THE SOUTH SECURITY GATE, AND STATION IN NORTH EDGE OF
 DD0994'CONCRETE BASE OF SECURITY GUARD HOUSE AND BETWEEN THE GUARD HOUSE AND
 DD0994'A 2 FOOT SEMI-CIRCLE CONCRETE PROTECTION WALL.  3.3 FT. NE OF
 DD0994'NORTHWESTERN END OF GUARD HOUSE, 6.0 FT. NNW OF NORTHEASTERNMOST END
 DD0994'OF GUARD HOUSE, AND 3.7 FT. WEST OF POWER SERVICE POLE WITH ALUMINUM
 DD0994'REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0995 ***********************************************************************
 DD0995  DESIGNATION -  BR 15
 DD0995  PID         -  DD0995
 DD0995  STATE/COUNTY-  NC/BRUNSWICK
 DD0995  USGS QUAD   -  KURE BEACH (1979)
 DD0995
 DD0995                         *CURRENT SURVEY CONTROL
 DD0995  ___________________________________________________________________
 DD0995* NAD 83(1986)-  33 59 26.     (N)    077 58 16.     (W)     SCALED    
 DD0995* NAVD 88     -         4.744  (meters)      15.56   (feet)  ADJUSTED  
 DD0995  ___________________________________________________________________
 DD0995  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 DD0995  DYNAMIC HT  -           4.739 (meters)      15.55  (feet)  COMP
 DD0995  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 DD0995
 DD0995  VERT ORDER  -  SECOND    CLASS II
 DD0995
 DD0995.The horizontal coordinates were scaled from a topographic map and have
 DD0995.an estimated accuracy of +/- 6 seconds.
 DD0995
 DD0995.The orthometric height was determined by differential leveling
 DD0995.and adjusted in June 1991.
 DD0995
 DD0995.The geoid height was determined by GEOID03.
 DD0995
 DD0995.The dynamic height is computed by dividing the NAVD 88
 DD0995.geopotential number by the normal gravity value computed on the
 DD0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0995.degrees latitude (g = 980.6199 gals.).
 DD0995
 DD0995.The modeled gravity was interpolated from observed gravity values.
 DD0995
 DD0995;                    North         East    Units  Estimated Accuracy
 DD0995;SPC NC       -    27,180.      704,670.      MT  (+/- 180 meters Scaled)
 DD0995
 DD0995                          SUPERSEDED SURVEY CONTROL
 DD0995
 DD0995.No superseded survey control is available for this station.
 DD0995
 DD0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC255650(NAD 83)
 DD0995_MARKER: DD = SURVEY DISK
 DD0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DD0995_SP_SET: APRON
 DD0995_STAMPING: BR-15 1976
 DD0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD0995
 DD0995  HISTORY     - Date     Condition        Report By
 DD0995  HISTORY     - 1976     MONUMENTED       NCGS
 DD0995
 DD0995                          STATION DESCRIPTION
 DD0995
 DD0995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD0995'5.7 MI NNE FROM SOUTHPORT.
 DD0995'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 DD0995'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133
 DD0995'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 DD0995'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 DD0995'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 DD0995'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.0 MILES TO INTERSECTION WITH
 DD0995'RIVER ROAD, TURN RIGHT AND CONTINUE SOUTH ALONG RIVER ROAD FOR 1.5
 DD0995'MILES TO STATION ON RIGHT, IN SW CORNER OF CONCRETE APRON FOR LARGE
 DD0995'OVERHEAD CRANE AND BETWEEN RIVER ROAD AND THE RAILROAD TRACKS. 43.7
 DD0995'FT. WEST OF C/L OF RIVER ROAD, 28.7 FT. EAST OF EASTERNMOST RAIL OF
 DD0995'TRACKS, 73.9 FT. SSW OF CENTER OF METAL COVER FOR STORM DRAIN, AND 1.3
 DD0995'FT. NORTH OF SOUTH END OF APRON.  DISK IS SET FLUSH IN DRILL HOLE IN
 DD0995'CONCRETE APRON.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1001 ***********************************************************************
 DD1001  DESIGNATION -  BR 16
 DD1001  PID         -  DD1001
 DD1001  STATE/COUNTY-  NC/BRUNSWICK
 DD1001  USGS QUAD   -  KURE BEACH (1979)
 DD1001
 DD1001                         *CURRENT SURVEY CONTROL
 DD1001  ___________________________________________________________________
 DD1001* NAD 83(1986)-  33 59 50.     (N)    077 57 33.     (W)     SCALED    
 DD1001* NAVD 88     -         5.141  (meters)      16.87   (feet)  ADJUSTED  
 DD1001  ___________________________________________________________________
 DD1001  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 DD1001  DYNAMIC HT  -           5.135 (meters)      16.85  (feet)  COMP
 DD1001  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 DD1001
 DD1001  VERT ORDER  -  SECOND    CLASS II
 DD1001
 DD1001.The horizontal coordinates were scaled from a topographic map and have
 DD1001.an estimated accuracy of +/- 6 seconds.
 DD1001
 DD1001.The orthometric height was determined by differential leveling
 DD1001.and adjusted in June 1991.
 DD1001
 DD1001.The geoid height was determined by GEOID03.
 DD1001
 DD1001.The dynamic height is computed by dividing the NAVD 88
 DD1001.geopotential number by the normal gravity value computed on the
 DD1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1001.degrees latitude (g = 980.6199 gals.).
 DD1001
 DD1001.The modeled gravity was interpolated from observed gravity values.
 DD1001
 DD1001;                    North         East    Units  Estimated Accuracy
 DD1001;SPC NC       -    27,930.      705,770.      MT  (+/- 180 meters Scaled)
 DD1001
 DD1001                          SUPERSEDED SURVEY CONTROL
 DD1001
 DD1001.No superseded survey control is available for this station.
 DD1001
 DD1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC266657(NAD 83)
 DD1001_MARKER: DD = SURVEY DISK
 DD1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD1001_STAMPING: BR-16 1976
 DD1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD1001+STABILITY: SURFACE MOTION
 DD1001
 DD1001  HISTORY     - Date     Condition        Report By
 DD1001  HISTORY     - 1976     MONUMENTED       NCGS
 DD1001
 DD1001                          STATION DESCRIPTION
 DD1001
 DD1001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1001'6.5 MI NNE FROM SOUTHPORT.
 DD1001'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 DD1001'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133,
 DD1001'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 DD1001'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 DD1001'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 DD1001'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.4 MILES TO INTERSECTION WITH
 DD1001'SUNNY POINT ROAD, TURN RIGHT AND CONTINUE SOUTH ALONG SUNNY POINT ROAD
 DD1001'FOR 1.0 MILE TO A RAILROAD CROSSING AND STATION ON LEFT IN THE NW
 DD1001'QUADRANT OF THE GRADE CROSSING, IN THE SOUTHERNMOST OF THREE ABANDONED
 DD1001'4 X 12 FT. CONCRETE SUPPORT POSTS.  47.3 FT. NORTH OF CENTER OF THE
 DD1001'GRADE CROSSING, 17.8 FT. WNW OF SWITCHING SIGNAL, AND 47.1 FT. EAST OF
 DD1001'PP NO. 129 WITH LAMP AND ALUMINUM REF. TAG.  DISK IS SET FLUSH IN
 DD1001'DRILL HOLE IN TOP OF A CONCRETE SUPPORT POST, WHICH PROJECTS 6 INCHES
 DD1001'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1274 ***********************************************************************
 EA1274  DESIGNATION -  BR 17
 EA1274  PID         -  EA1274
 EA1274  STATE/COUNTY-  NC/BRUNSWICK
 EA1274  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1274
 EA1274                         *CURRENT SURVEY CONTROL
 EA1274  ___________________________________________________________________
 EA1274* NAD 83(1986)-  34 00 39.     (N)    077 57 29.     (W)     SCALED    
 EA1274* NAVD 88     -         6.193  (meters)      20.32   (feet)  ADJUSTED  
 EA1274  ___________________________________________________________________
 EA1274  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1274  DYNAMIC HT  -           6.187 (meters)      20.30  (feet)  COMP
 EA1274  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 EA1274
 EA1274  VERT ORDER  -  SECOND    CLASS II
 EA1274
 EA1274.The horizontal coordinates were scaled from a topographic map and have
 EA1274.an estimated accuracy of +/- 6 seconds.
 EA1274
 EA1274.The orthometric height was determined by differential leveling
 EA1274.and adjusted in June 1991.
 EA1274
 EA1274.The geoid height was determined by GEOID03.
 EA1274
 EA1274.The dynamic height is computed by dividing the NAVD 88
 EA1274.geopotential number by the normal gravity value computed on the
 EA1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1274.degrees latitude (g = 980.6199 gals.).
 EA1274
 EA1274.The modeled gravity was interpolated from observed gravity values.
 EA1274
 EA1274;                    North         East    Units  Estimated Accuracy
 EA1274;SPC NC       -    29,440.      705,860.      MT  (+/- 180 meters Scaled)
 EA1274
 EA1274                          SUPERSEDED SURVEY CONTROL
 EA1274
 EA1274  NGVD 29 (??/??/92)    6.521  (m)           21.39   (f) ADJ UNCH    2 2
 EA1274
 EA1274.Superseded values are not recommended for survey control.
 EA1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1274.See file dsdata.txt to determine how the superseded data were derived.
 EA1274
 EA1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC268673(NAD 83)
 EA1274_MARKER: DD = SURVEY DISK
 EA1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1274_SP_SET: CULVERT
 EA1274_STAMPING: BR-17 1976
 EA1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1274
 EA1274  HISTORY     - Date     Condition        Report By
 EA1274  HISTORY     - 1976     MONUMENTED       NCGS
 EA1274  HISTORY     - 1983     GOOD             USE
 EA1274
 EA1274                          STATION DESCRIPTION
 EA1274
 EA1274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1274'7.3 MI NNE FROM SOUTHPORT.
 EA1274'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 EA1274'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133,
 EA1274'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 EA1274'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 EA1274'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 EA1274'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.45 MILES TO STATION ON LEFT
 EA1274'IN THE NORTH HEADWALL OF CULVERT UNDER BUNKER ROAD, OPPOSITE A LUMBER
 EA1274'YARD, AND APPROXIMATELY 250 FEET EAST OF INTERSECTION OF BUNKER ROAD
 EA1274'WITH SUNNY POINT ROAD (S).  27.6 FT. NORTH OF C/L OF BUNKER ROAD, 1.3
 EA1274'FT. EAST OF WEST END OF HEADWALL, 53.3 FT. SSW OF SW CORNER OF
 EA1274'CONCRETE BLOCK BUILDING NO. S-271, 208.8 FT. EAST OF EASTERNMOST RAIL
 EA1274'OF RAILROAD TRACKS, AND 69.3 FT. WEST OF POWER BRACE POLE WITH
 EA1274'ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE
 EA1274'HEADWALL.
 EA1274
 EA1274                          STATION RECOVERY (1983)
 EA1274
 EA1274'RECOVERY NOTE BY US ENGINEERS 1983
 EA1274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1276 ***********************************************************************
 EA1276  DESIGNATION -  BR 18
 EA1276  PID         -  EA1276
 EA1276  STATE/COUNTY-  NC/BRUNSWICK
 EA1276  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1276
 EA1276                         *CURRENT SURVEY CONTROL
 EA1276  ___________________________________________________________________
 EA1276* NAD 83(1986)-  34 01 18.     (N)    077 57 16.     (W)     SCALED    
 EA1276* NAVD 88     -         6.202  (meters)      20.35   (feet)  ADJUSTED  
 EA1276  ___________________________________________________________________
 EA1276  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EA1276  DYNAMIC HT  -           6.196 (meters)      20.33  (feet)  COMP
 EA1276  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 EA1276
 EA1276  VERT ORDER  -  SECOND    CLASS II
 EA1276
 EA1276.The horizontal coordinates were scaled from a topographic map and have
 EA1276.an estimated accuracy of +/- 6 seconds.
 EA1276
 EA1276.The orthometric height was determined by differential leveling
 EA1276.and adjusted in June 1991.
 EA1276
 EA1276.The geoid height was determined by GEOID03.
 EA1276
 EA1276.The dynamic height is computed by dividing the NAVD 88
 EA1276.geopotential number by the normal gravity value computed on the
 EA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1276.degrees latitude (g = 980.6199 gals.).
 EA1276
 EA1276.The modeled gravity was interpolated from observed gravity values.
 EA1276
 EA1276;                    North         East    Units  Estimated Accuracy
 EA1276;SPC NC       -    30,650.      706,180.      MT  (+/- 180 meters Scaled)
 EA1276
 EA1276                          SUPERSEDED SURVEY CONTROL
 EA1276
 EA1276  NGVD 29 (??/??/92)    6.528  (m)           21.42   (f) ADJ UNCH    2 2
 EA1276
 EA1276.Superseded values are not recommended for survey control.
 EA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1276.See file dsdata.txt to determine how the superseded data were derived.
 EA1276
 EA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC271684(NAD 83)
 EA1276_MARKER: DD = SURVEY DISK
 EA1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1276_SP_SET: CULVERT
 EA1276_STAMPING: BR-18 1976
 EA1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1276
 EA1276  HISTORY     - Date     Condition        Report By
 EA1276  HISTORY     - 1976     MONUMENTED       NCGS
 EA1276  HISTORY     - 1984     GOOD             USE
 EA1276
 EA1276                          STATION DESCRIPTION
 EA1276
 EA1276'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1276'8.0 MI NNE FROM SOUTHPORT.
 EA1276'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 EA1276'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133
 EA1276'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 EA1276'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 EA1276'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 EA1276'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.0 MILES TO INTERSECTION WITH
 EA1276'RIVER ROAD, TURN LEFT AND CONTINUE NORTHERLY ALONG RIVER ROAD FOR 0.8
 EA1276'MILES TO Y-JUNCTION WITH ST. PHILLIPS ROAD, CONTINUE ALONG ST.
 EA1276'PHILLIPS ROAD (RIGHT FORK) FOR 0.2 MILE TO A RAILROAD CROSSING AND
 EA1276'STATION ON LEFT JUST NORTH OF THE GRADE CROSSING IN THE NORTHWEST
 EA1276'HEADWALL OF CONCRETE CULVERT UNDER RAILROAD.  75.2 FT. NE OF CENTER OF
 EA1276'GRADE CROSSING, 19.3 FT. NW OF SWITCH SIGNAL NO. 67, 51.8 FT. ENE OF
 EA1276'NW CORNER OF CEMENT BLOCK BUILDING, 5.8 FT. SW OF NE END OF HEADWALL.
 EA1276'DISK IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL.
 EA1276
 EA1276                          STATION RECOVERY (1984)
 EA1276
 EA1276'RECOVERY NOTE BY US ENGINEERS 1984
 EA1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1282 ***********************************************************************
 EA1282  DESIGNATION -  BR 19
 EA1282  PID         -  EA1282
 EA1282  STATE/COUNTY-  NC/BRUNSWICK
 EA1282  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1282
 EA1282                         *CURRENT SURVEY CONTROL
 EA1282  ___________________________________________________________________
 EA1282* NAD 83(1986)-  34 01 45.     (N)    077 57 20.     (W)     SCALED    
 EA1282* NAVD 88     -         7.635  (meters)      25.05   (feet)  ADJUSTED  
 EA1282  ___________________________________________________________________
 EA1282  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA1282  DYNAMIC HT  -           7.627 (meters)      25.02  (feet)  COMP
 EA1282  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 EA1282
 EA1282  VERT ORDER  -  SECOND    CLASS II
 EA1282
 EA1282.The horizontal coordinates were scaled from a topographic map and have
 EA1282.an estimated accuracy of +/- 6 seconds.
 EA1282
 EA1282.The orthometric height was determined by differential leveling
 EA1282.and adjusted in June 1991.
 EA1282
 EA1282.The geoid height was determined by GEOID03.
 EA1282
 EA1282.The dynamic height is computed by dividing the NAVD 88
 EA1282.geopotential number by the normal gravity value computed on the
 EA1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1282.degrees latitude (g = 980.6199 gals.).
 EA1282
 EA1282.The modeled gravity was interpolated from observed gravity values.
 EA1282
 EA1282;                    North         East    Units  Estimated Accuracy
 EA1282;SPC NC       -    31,480.      706,070.      MT  (+/- 180 meters Scaled)
 EA1282
 EA1282                          SUPERSEDED SURVEY CONTROL
 EA1282
 EA1282  NGVD 29 (??/??/92)    7.960  (m)           26.12   (f) ADJ UNCH    2 2
 EA1282
 EA1282.Superseded values are not recommended for survey control.
 EA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1282.See file dsdata.txt to determine how the superseded data were derived.
 EA1282
 EA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC271693(NAD 83)
 EA1282_MARKER: DD = SURVEY DISK
 EA1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1282_STAMPING: BR-19 1976
 EA1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1282+STABILITY: SURFACE MOTION
 EA1282
 EA1282  HISTORY     - Date     Condition        Report By
 EA1282  HISTORY     - 1976     MONUMENTED       NCGS
 EA1282  HISTORY     - 1983     GOOD             USE
 EA1282
 EA1282                          STATION DESCRIPTION
 EA1282
 EA1282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1282'8.4 MI NNE FROM SOUTHPORT.
 EA1282'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 EA1282'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133
 EA1282'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 EA1282'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 EA1282'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 EA1282'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.0 MILES TO INTERSECTION WITH
 EA1282'RIVER ROAD, TURN LEFT AND CONTINUE NORTH ALONG RIVER ROAD FOR 1.4
 EA1282'MILES TO STATION ON LEFT AT EDGE OF WOODS, AND 0.8 MILE SOUTH OF THE
 EA1282'NORTH SECURITY GATE.  27.2 FT. NW OF C/L OF RIVER ROAD, 3.1 FT. NE OF
 EA1282'10 IN. LOBLOLLY PINE WITH ALUMINUM REF. TAG, 6.9 FT. SOUTH OF 6 IN.
 EA1282'LOBLOLLY PINE WITH ALUMINUM REF. TAG, AND 9.2 FT. ESE OF 8 IN.
 EA1282'LOBLOLLY PINE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE
 EA1282'PRECAST MONUMENT, PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT 3
 EA1282'FEET ABOVE THE ROAD SURFACE.
 EA1282
 EA1282                          STATION RECOVERY (1983)
 EA1282
 EA1282'RECOVERY NOTE BY US ENGINEERS 1983
 EA1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1283 ***********************************************************************
 EA1283  DESIGNATION -  BR 20
 EA1283  PID         -  EA1283
 EA1283  STATE/COUNTY-  NC/BRUNSWICK
 EA1283  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1283
 EA1283                         *CURRENT SURVEY CONTROL
 EA1283  ___________________________________________________________________
 EA1283* NAD 83(1986)-  34 02 22.     (N)    077 57 15.     (W)     SCALED    
 EA1283* NAVD 88     -         7.279  (meters)      23.88   (feet)  ADJUSTED  
 EA1283  ___________________________________________________________________
 EA1283  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA1283  DYNAMIC HT  -           7.271 (meters)      23.85  (feet)  COMP
 EA1283  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EA1283
 EA1283  VERT ORDER  -  SECOND    CLASS II
 EA1283
 EA1283.The horizontal coordinates were scaled from a topographic map and have
 EA1283.an estimated accuracy of +/- 6 seconds.
 EA1283
 EA1283.The orthometric height was determined by differential leveling
 EA1283.and adjusted in June 1991.
 EA1283
 EA1283.The geoid height was determined by GEOID03.
 EA1283
 EA1283.The dynamic height is computed by dividing the NAVD 88
 EA1283.geopotential number by the normal gravity value computed on the
 EA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1283.degrees latitude (g = 980.6199 gals.).
 EA1283
 EA1283.The modeled gravity was interpolated from observed gravity values.
 EA1283
 EA1283;                    North         East    Units  Estimated Accuracy
 EA1283;SPC NC       -    32,620.      706,180.      MT  (+/- 180 meters Scaled)
 EA1283
 EA1283                          SUPERSEDED SURVEY CONTROL
 EA1283
 EA1283  NGVD 29 (??/??/92)    7.603  (m)           24.94   (f) ADJ UNCH    2 2
 EA1283
 EA1283.Superseded values are not recommended for survey control.
 EA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1283.See file dsdata.txt to determine how the superseded data were derived.
 EA1283
 EA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC272704(NAD 83)
 EA1283_MARKER: DD = SURVEY DISK
 EA1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1283_SP_SET: BASE
 EA1283_STAMPING: BR-20 1976
 EA1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1283
 EA1283  HISTORY     - Date     Condition        Report By
 EA1283  HISTORY     - 1976     MONUMENTED       NCGS
 EA1283  HISTORY     - 20010628 MARK NOT FOUND   USPSQD
 EA1283  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA1283
 EA1283                          STATION DESCRIPTION
 EA1283
 EA1283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1283'9.1 MI NNE FROM SOUTHPORT.
 EA1283'STATION IS LOCATED WITHIN THE BOUNDARY OF THE SUNNY POINT MILITARY
 EA1283'OCEAN TERMINAL.  TO REACH STATION FROM THE JUNCTION OF NC 87, NC 133
 EA1283'AND THE SUNNY POINT MILITARY OCEAN TERMINAL ACCESS ROAD NORTH OF
 EA1283'SOUTHPORT, PROCEED EAST ALONG THE ACCESS ROAD FOR 1.35 MILES TO
 EA1283'SECURITY GATE 1, CONTINUE EAST FOR 0.1 MILE TO CHECK POINT GATE,
 EA1283'CONTINUE EASTERLY ALONG BUNKER ROAD FOR 3.0 MILES TO INTERSECTION WITH
 EA1283'RIVER ROAD, TURN LEFT AND CONTINUE NORTH ALONG RIVER ROAD FOR 2.2
 EA1283'MILES TO STATION IN SOUTH EDGE OF OVAL CONCRETE BASE OF SECURITY GUARD
 EA1283'HOUSE AND BETWEEN THE GUARD HOUSE AND THE 2 FOOT HIGH SEMI-CIRCLE
 EA1283'CONCRETE PROTECTION WALL.  3.3 FT. SSE OF SE END OF GUARD HOUSE, 5.9
 EA1283'FT. ESE OF SW END OF GUARD HOUSE, 4.0 FT. NNE OF POWER SERVICE POLE
 EA1283'WITH FIRE EXTINGUISHER, AND ALUMINUM REF. TAG, AND 41.1 FT. SSW OF PP
 EA1283'NO. 23 WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH IN DRILL HOLE IN
 EA1283'CONCRETE BASE.
 EA1283
 EA1283                          STATION RECOVERY (2001)
 EA1283
 EA1283'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EA1283'MARKER IS ON A MILITARY RESERVATION.  I WAS DENIED ADMITTANCE.
 EA1283
 EA1283                          STATION RECOVERY (2004)
 EA1283
 EA1283'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0873 ***********************************************************************
 EA0873  DESIGNATION -  BR 7
 EA0873  PID         -  EA0873
 EA0873  STATE/COUNTY-  NC/BRUNSWICK
 EA0873  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0873
 EA0873                         *CURRENT SURVEY CONTROL
 EA0873  ___________________________________________________________________
 EA0873* NAD 83(2007)-  34 03 20.22027(N)    077 58 54.07559(W)     ADJUSTED  
 EA0873* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 EA0873  ___________________________________________________________________
 EA0873  EPOCH DATE  -        2002.00
 EA0873  X           -   1,101,461.327 (meters)                     COMP
 EA0873  Y           -  -5,173,836.448 (meters)                     COMP
 EA0873  Z           -   3,551,543.524 (meters)                     COMP
 EA0873  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 EA0873  ELLIP HEIGHT-         -28.283 (meters)          (02/10/07) ADJUSTED
 EA0873  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 EA0873  DYNAMIC HT  -           8.7   (meters)      29.    (feet)  COMP
 EA0873
 EA0873  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA0873  Type    PID    Designation                      North   East  Ellip
 EA0873  -------------------------------------------------------------------
 EA0873  NETWORK EA0873 BR 7                              0.71   0.55   2.65
 EA0873  -------------------------------------------------------------------
 EA0873  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 EA0873
 EA0873  VERT ORDER  -  THIRD (See Below)
 EA0873
 EA0873.The horizontal coordinates were established by GPS observations
 EA0873.and adjusted by the National Geodetic Survey in February 2007.
 EA0873
 EA0873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA0873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA0873.The horizontal coordinates are valid at the epoch date displayed above.
 EA0873.The epoch date for horizontal control is a decimal equivalence
 EA0873.of Year/Month/Day.
 EA0873
 EA0873.The orthometric height was scaled from a topographic map.
 EA0873.The vertical order pertains to the first NAVD 88 superseded value.
 EA0873
 EA0873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA0873
 EA0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0873
 EA0873.The ellipsoidal height was determined by GPS observations
 EA0873.and is referenced to NAD 83.
 EA0873
 EA0873.The geoid height was determined by GEOID03.
 EA0873
 EA0873.The dynamic height is computed by dividing the NAVD 88
 EA0873.geopotential number by the normal gravity value computed on the
 EA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0873.degrees latitude (g = 980.6199 gals.).
 EA0873
 EA0873.The modeled gravity was interpolated from observed gravity values.
 EA0873
 EA0873;                    North         East     Units Scale Factor Converg.
 EA0873;SPC NC       -    34,386.467   703,623.100   MT  1.00008847   +0 35 15.9
 EA0873;SPC NC       -   112,816.27  2,308,470.12   sFT  1.00008847   +0 35 15.9
 EA0873;UTM  18      - 3,772,335.128   224,780.518   MT  1.00053384   -1 40 14.8
 EA0873;UTM  17      - 3,772,434.377   778,601.226   MT  1.00055693   +1 41 28.8
 EA0873
 EA0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0873!SPC NC       -   1.00000444  x   1.00008847  =   1.00009291
 EA0873!UTM  18      -   1.00000444  x   1.00053384  =   1.00053828
 EA0873!UTM  17      -   1.00000444  x   1.00055693  =   1.00056137
 EA0873
 EA0873                          SUPERSEDED SURVEY CONTROL
 EA0873
 EA0873  NAD 83(2001)-  34 03 20.22029(N)    077 58 54.07529(W) AD(       ) 1
 EA0873  ELLIP H (03/13/03)  -28.269  (m)                       GP(       ) 4 2
 EA0873  NAD 83(1986)-  34 03 20.23096(N)    077 58 54.08747(W) AD(       ) 1
 EA0873  NAVD 88 (09/06/01)    8.68   (m)           28.5    (f) LEVELING    3  
 EA0873  NGVD 29 (??/??/92)    9.013  (m)           29.57   (f) ADJ UNCH    2 2
 EA0873
 EA0873.Superseded values are not recommended for survey control.
 EA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0873.See file dsdata.txt to determine how the superseded data were derived.
 EA0873
 EA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2478172335(NAD 83)
 EA0873_MARKER: DB = BENCH MARK DISK
 EA0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0873_STAMPING: BR 7 1975
 EA0873_MARK LOGO: NCGS  
 EA0873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0873+STABILITY: SURFACE MOTION
 EA0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0873+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2000
 EA0873
 EA0873  HISTORY     - Date     Condition        Report By
 EA0873  HISTORY     - 1975     MONUMENTED       NCGS
 EA0873  HISTORY     - UNK      SEE DESCRIPTION
 EA0873  HISTORY     - 20000321 GOOD             NCGS
 EA0873  HISTORY     - 20000321 GOOD             NCGS
 EA0873
 EA0873                          STATION DESCRIPTION
 EA0873
 EA0873'DESCRIBED UNK
 EA0873'RECOVERED AS DESCRIBED.
 EA0873
 EA0873                          STATION RECOVERY (2000)
 EA0873
 EA0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EA0873'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.  THE STATION IS
 EA0873'ABOUT 1-FOOT HIGHER THAN NC 133, THE TREES IN THE DESCRIPTION HAVE
 EA0873'BEEN CUT AND ARE NOW STUMPS.
 EA0873
 EA0873                          STATION RECOVERY (2000)
 EA0873
 EA0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EA0873'TO REACH STATION PROCEED ALONG NC 133 N FOR 6.25 MI (10.06 KM) FROM NC
 EA0873'87 (AT ACCESS ROAD OF SUNNY POINT ARMY TERMINAL), AT A TIMBER ROAD
 EA0873'SOUTH (WITH A CHAIN GATE), OR ABOUT 1.25 MI (2.01 KM) SW OF SR 1530
 EA0873'LEADING E TO ORTON PLANTATION.  MARK IS ABOUT 1 FT HIGHER THAN NC 133
 EA0873'AND PROJECTS ABOUT 2 INCHES, LOCATED 39.0 FT (11.9 M) SSE OF THE
 EA0873'CENTERLINE OF NC 133, 19.0 FT (5.8 M) E OF CENTERLINE OF THE TIMBER
 EA0873'ROAD, 12.9 FT (3.9 M) ENE OF THE EASTERN MOST GATE POST (RR IRON), AND
 EA0873'4.8 FT (1.5 M) NNE OF A 14-INCH PINE, 8.3 FT (2.5 M) NW OF A 16-INCH
 EA0873'PINE, BOTH WITH REFERENCE TAGS. NOTE--TREES HAVE BEEN CUT AND ARE NOW
 EA0873'STUMPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD1014 ***********************************************************************
 DD1014  DESIGNATION -  BR 9
 DD1014  PID         -  DD1014
 DD1014  STATE/COUNTY-  NC/BRUNSWICK
 DD1014  USGS QUAD   -  SOUTHPORT (1990)
 DD1014
 DD1014                         *CURRENT SURVEY CONTROL
 DD1014  ___________________________________________________________________
 DD1014* NAD 83(1986)-  33 55 45.     (N)    078 00 31.     (W)     SCALED    
 DD1014* NAVD 88     -         7.499  (meters)      24.60   (feet)  ADJUSTED  
 DD1014  ___________________________________________________________________
 DD1014  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 DD1014  DYNAMIC HT  -           7.491 (meters)      24.58  (feet)  COMP
 DD1014  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 DD1014
 DD1014  VERT ORDER  -  SECOND    CLASS II
 DD1014
 DD1014.The horizontal coordinates were scaled from a topographic map and have
 DD1014.an estimated accuracy of +/- 6 seconds.
 DD1014
 DD1014.The orthometric height was determined by differential leveling
 DD1014.and adjusted in June 1991.
 DD1014
 DD1014.The geoid height was determined by GEOID03.
 DD1014
 DD1014.The dynamic height is computed by dividing the NAVD 88
 DD1014.geopotential number by the normal gravity value computed on the
 DD1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD1014.degrees latitude (g = 980.6199 gals.).
 DD1014
 DD1014.The modeled gravity was interpolated from observed gravity values.
 DD1014
 DD1014;                    North         East    Units  Estimated Accuracy
 DD1014;SPC NC       -    20,330.      701,280.      MT  (+/- 180 meters Scaled)
 DD1014
 DD1014                          SUPERSEDED SURVEY CONTROL
 DD1014
 DD1014.No superseded survey control is available for this station.
 DD1014
 DD1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT765583(NAD 83)
 DD1014_MARKER: DD = SURVEY DISK
 DD1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD1014_SP_SET: CONCRETE LANDING
 DD1014_STAMPING: BR-9 1976
 DD1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD1014+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DD1014
 DD1014  HISTORY     - Date     Condition        Report By
 DD1014  HISTORY     - 1976     MONUMENTED       NCGS
 DD1014  HISTORY     - 19970624 GOOD             USPSQD
 DD1014  HISTORY     - 20010614 GOOD             USPSQD
 DD1014  HISTORY     - 20021230 GOOD             USPSQD
 DD1014  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD1014  HISTORY     - 20040610 GOOD             USPSQD
 DD1014  HISTORY     - 20050826 GOOD             USPSQD
 DD1014  HISTORY     - 20060902 GOOD             USPSQD
 DD1014
 DD1014                          STATION DESCRIPTION
 DD1014
 DD1014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 DD1014'IN SOUTHPORT.
 DD1014'TO REACH STATION FROM INTERSECTION OF NC 211 (HOWE STREET) WITH SR
 DD1014'1528 (MOORE STREET) IN SOUTHPORT, PROCEED NE AND THENCE NORTH ALONG
 DD1014'MOORE STREET (SR 1528) FOR 1.1 MILES TO T INTERSECTION WITH STEWART
 DD1014'AVENUE AND STATION ON LEFT IN SW QUADRANT, AT SOUTHERNMOST ENTRANCE TO
 DD1014'THE SOUTHPORT PRESBYTERIAN CHURCH IN THE TOP STEP LANDING,
 DD1014'APPROXIMATELY 122 FEET WEST OF MOORE STREET.  0.6 FT. ESE OF EAST WALL
 DD1014'OF SANCTUARY, 12.5 FT. SSW OF CENTER OF SOUTH ENTRANCE TO SANCTUARY,
 DD1014'AND 0.7 FT. NNW OF SOUTH EDGE OF STEP LANDING.  DISK IS SET FLUSH IN
 DD1014'DRILL HOLE IN CONCRETE LANDING.
 DD1014
 DD1014                          STATION RECOVERY (1997)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD1014'RECOVERED IN GOOD CONDITION.
 DD1014
 DD1014                          STATION RECOVERY (2001)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD1014'RECOVERED IN GOOD CONDITION.
 DD1014
 DD1014                          STATION RECOVERY (2002)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 DD1014'RECOVERED IN GOOD CONDITION.
 DD1014
 DD1014                          STATION RECOVERY (2004)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD1014'MARK NOT FOUND.
 DD1014
 DD1014                          STATION RECOVERY (2004)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 DD1014'RECOVERED IN GOOD CONDITION.
 DD1014
 DD1014                          STATION RECOVERY (2005)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD1014'RECOVERED IN GOOD CONDITION.
 DD1014
 DD1014                          STATION RECOVERY (2006)
 DD1014
 DD1014'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5667 ***********************************************************************
 EY5667  DESIGNATION -  BRABBLE
 EY5667  PID         -  EY5667
 EY5667  STATE/COUNTY-  NC/WASHINGTON
 EY5667  USGS QUAD   -  WESTOVER (1978)
 EY5667
 EY5667                         *CURRENT SURVEY CONTROL
 EY5667  ___________________________________________________________________
 EY5667* NAD 83(2001)-  35 52 36.41271(N)    076 39 25.48394(W)     ADJUSTED  
 EY5667* NAVD 88     -         5.37   (meters)      17.6    (feet)  LEVELING  
 EY5667  ___________________________________________________________________
 EY5667  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 EY5667  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 EY5667  HORZ ORDER  -  SECOND
 EY5667  VERT ORDER  -  THIRD ?
 EY5667
 EY5667.The horizontal coordinates were established by classical geodetic methods
 EY5667.and adjusted by the National Geodetic Survey in August 2005.
 EY5667
 EY5667.The orthometric height was determined by differential leveling.
 EY5667.The vertical network tie was performed by a horz. field party for horz.
 EY5667.obs reductions. Reset procedures were used to establish the elevation.
 EY5667
 EY5667.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5667
 EY5667.The geoid height was determined by GEOID03.
 EY5667
 EY5667;                    North         East     Units Scale Factor Converg.
 EY5667;SPC NC       -   238,425.839   821,141.726   MT  0.99993198   +1 21 08.2
 EY5667;SPC NC       -   782,235.44  2,694,029.15   sFT  0.99993198   +1 21 08.2
 EY5667;UTM  18      - 3,971,549.742   350,412.850   MT  0.99987573   -0 58 16.7
 EY5667
 EY5667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5667!SPC NC       -   1.00000493  x   0.99993198  =   0.99993691
 EY5667!UTM  18      -   1.00000493  x   0.99987573  =   0.99988066
 EY5667
 EY5667                          SUPERSEDED SURVEY CONTROL
 EY5667
 EY5667  NAD 83(1986)-  35 52 36.42479(N)    076 39 25.49469(W) AD(       ) 2
 EY5667  NAD 83(1986)-  35 52 36.42603(N)    076 39 25.49021(W) AD(       ) 2
 EY5667  NGVD 29 (12/10/90)    5.7    (m)           19.     (f) VERT ANG    3  
 EY5667
 EY5667.Superseded values are not recommended for survey control.
 EY5667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5667.See file dsdata.txt to determine how the superseded data were derived.
 EY5667
 EY5667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5041371550(NAD 83)
 EY5667_MARKER: DH = HORIZONTAL CONTROL DISK
 EY5667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY5667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY5667_STAMPING: BRABBLE 1978
 EY5667_MARK LOGO: NCGS  
 EY5667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY5667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY5667+STABILITY: SURFACE MOTION
 EY5667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY5667+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1989
 EY5667
 EY5667  HISTORY     - Date     Condition        Report By
 EY5667  HISTORY     - 1978     MONUMENTED       NCGS
 EY5667  HISTORY     - 19890829 GOOD             NCGS
 EY5667
 EY5667                          STATION DESCRIPTION
 EY5667
 EY5667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EY5667'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES WEST OF ROPER AND
 EY5667'5.3 MILES EAST OF PLYMOUTH.
 EY5667'
 EY5667'TO REACH THE STATION FROM THE INTERSECTION OF US 64-NC 32 WITH NC 45,
 EY5667'EAST OF PLYMOUTH, PROCEED EASTERLY ALONG US 64-NC 32 FOR 2.1 MILES TO
 EY5667'EAST DRIVEWAY ON LEFT TO CARROLL BRABBLES BRICK HOUSE AND STATION ON
 EY5667'PROLONGATION OF THE EAST SIDE OF THE HOUSE AND 0.45 MILE EAST OF
 EY5667'SR 1329.
 EY5667'
 EY5667'STATION MARK IS A STANDARD DISK STAMPED---BRABBLE 1978---,SET IN THE
 EY5667'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 1 INCH BELOW THE GROUND
 EY5667'SURFACE.  THE MARK IS 26.9 FEET NORTH OF THE CENTERLINE OF US 64,
 EY5667'53.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRABBLE HOUSE AND
 EY5667'74.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 20.3 FEET
 EY5667'WEST-NORTHWEST OF THE EAST END OF A CULVERT UNDER EAST DRIVE,
 EY5667'83.6 FEET EAST OF EAST END OF A CULVERT UNDER WEST DRIVE AND 27.5 FEET
 EY5667'SOUTHWEST OF POWER POLE FB 93 WITH REFERENCE.
 EY5667
 EY5667                          STATION RECOVERY (1989)
 EY5667
 EY5667'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY5667'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1464 ***********************************************************************
 EA1464  DESIGNATION -  BRACE
 EA1464  PID         -  EA1464
 EA1464  STATE/COUNTY-  NC/ONSLOW
 EA1464  USGS QUAD   -  HUBERT (1988)
 EA1464
 EA1464                         *CURRENT SURVEY CONTROL
 EA1464  ___________________________________________________________________
 EA1464* NAD 83(2001)-  34 42 39.45461(N)    077 13 37.80459(W)     ADJUSTED  
 EA1464* NAVD 88     -         8.009  (meters)      26.28   (feet)  ADJUSTED  
 EA1464  ___________________________________________________________________
 EA1464  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 EA1464  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EA1464  DYNAMIC HT  -           8.001 (meters)      26.25  (feet)  COMP
 EA1464  MODELED GRAV-     979,705.3   (mgal)                       NAVD 88
 EA1464
 EA1464  HORZ ORDER  -  SECOND
 EA1464  VERT ORDER  -  FIRST     CLASS II
 EA1464
 EA1464.The horizontal coordinates were established by classical geodetic methods
 EA1464.and adjusted by the National Geodetic Survey in August 2005.
 EA1464
 EA1464.The orthometric height was determined by differential leveling
 EA1464.and adjusted in June 1991.
 EA1464
 EA1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1464
 EA1464.The geoid height was determined by GEOID03.
 EA1464
 EA1464.The dynamic height is computed by dividing the NAVD 88
 EA1464.geopotential number by the normal gravity value computed on the
 EA1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1464.degrees latitude (g = 980.6199 gals.).
 EA1464
 EA1464.The modeled gravity was interpolated from observed gravity values.
 EA1464
 EA1464;                    North         East     Units Scale Factor Converg.
 EA1464;SPC NC       -   108,050.398   771,984.705   MT  0.99991683   +1 01 23.6
 EA1464;SPC NC       -   354,495.35  2,532,753.15   sFT  0.99991683   +1 01 23.6
 EA1464;UTM  18      - 3,843,248.364   296,036.976   MT  1.00011277   -1 16 07.2
 EA1464
 EA1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1464!SPC NC       -   1.00000457  x   0.99991683  =   0.99992140
 EA1464!UTM  18      -   1.00000457  x   1.00011277  =   1.00011734
 EA1464
 EA1464                          SUPERSEDED SURVEY CONTROL
 EA1464
 EA1464  NAD 83(1986)-  34 42 39.46597(N)    077 13 37.81491(W) AD(       ) 2
 EA1464  NAVD 88 (04/01/97)    8.01   (m)           26.3    (f) LEVELING    3  
 EA1464
 EA1464.Superseded values are not recommended for survey control.
 EA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1464.See file dsdata.txt to determine how the superseded data were derived.
 EA1464
 EA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9603743248(NAD 83)
 EA1464_MARKER: DE = TRAVERSE STATION DISK
 EA1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1464_SP_SET: CONCRETE POST
 EA1464_STAMPING: BRACE 1982
 EA1464_MARK LOGO: NCGS  
 EA1464_PROJECTION: FLUSH
 EA1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1464+STABILITY: SURFACE MOTION
 EA1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1464+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1464
 EA1464  HISTORY     - Date     Condition        Report By
 EA1464  HISTORY     - 1982     MONUMENTED       NCGS
 EA1464  HISTORY     - 1982     GOOD             NCGS
 EA1464  HISTORY     - 19820315 GOOD             NCGS
 EA1464  HISTORY     - 1987     GOOD             USPSQD
 EA1464  HISTORY     - 19910330 GOOD             USPSQD
 EA1464  HISTORY     - 19921201 GOOD             DOD
 EA1464  HISTORY     - 19970524 GOOD             NCGS
 EA1464  HISTORY     - 20040906 GOOD             GEOCAC
 EA1464  HISTORY     - 20051101 GOOD             USPSQD
 EA1464
 EA1464                          STATION DESCRIPTION
 EA1464
 EA1464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1464'0.4 MI EAST FROM HUBERT.
 EA1464'0.4 MILE EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 172 AT HUBERT,
 EA1464'ON BANK AT A BRACED SECTION OF RIGHT-OF-WAY FENCE, 95.8 FEET SOUTH OF
 EA1464'CENTERLINE OF EAST BOUND LANES, 7.5 FEET NORTH OF MIDDLE BRACE POST,
 EA1464'10.3 FEET NORTHWEST OF EAST BRACE POST AND 10.5 FEET NORTHEAST OF WEST
 EA1464'BRACE POST ALL WITH REFERENCE TAGS.
 EA1464'THE MARK IS 2 FT ABOVE HIGHWAY.
 EA1464
 EA1464                          STATION RECOVERY (1982)
 EA1464
 EA1464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1464'RECOVERED AS DESCRIBED.
 EA1464
 EA1464                          STATION RECOVERY (1987)
 EA1464
 EA1464'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EA1464'RECOVERED IN GOOD CONDITION.
 EA1464
 EA1464                          STATION RECOVERY (1991)
 EA1464
 EA1464'RECOVERY NOTE BY US POWER SQUADRON 1991 (JWZ)
 EA1464'RECOVERED IN GOOD CONDITION.
 EA1464
 EA1464                          STATION RECOVERY (1992)
 EA1464
 EA1464'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1992
 EA1464'RECOVERED AS DESCRIBED.
 EA1464
 EA1464                          STATION RECOVERY (1997)
 EA1464
 EA1464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EA1464'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES.  STATION IS
 EA1464'ABOUT 2.0 FEET (0.6 M) HIGHER THAN HIGHWAY, AND 1.5 FT (0.5 M) NORTH
 EA1464'OF A WITNESS POST.
 EA1464
 EA1464                          STATION RECOVERY (2004)
 EA1464
 EA1464'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 EA1464'RECOVERED IN GOOD CONDITION.
 EA1464
 EA1464                          STATION RECOVERY (2005)
 EA1464
 EA1464'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0932 ***********************************************************************
 EZ0932  DESIGNATION -  BRACE
 EZ0932  PID         -  EZ0932
 EZ0932  STATE/COUNTY-  NC/WAKE
 EZ0932  USGS QUAD   -  CARY (1993)
 EZ0932
 EZ0932                         *CURRENT SURVEY CONTROL
 EZ0932  ___________________________________________________________________
 EZ0932* NAD 83(2001)-  35 50 10.60375(N)    078 48 45.42447(W)     ADJUSTED  
 EZ0932* NAVD 88     -       100.516  (meters)     329.78   (feet)  ADJUSTED  
 EZ0932  ___________________________________________________________________
 EZ0932  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 EZ0932  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 EZ0932  DYNAMIC HT  -         100.431 (meters)     329.50  (feet)  COMP
 EZ0932  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 EZ0932
 EZ0932  HORZ ORDER  -  SECOND
 EZ0932  VERT ORDER  -  SECOND    CLASS 0
 EZ0932
 EZ0932.The horizontal coordinates were established by classical geodetic methods
 EZ0932.and adjusted by the National Geodetic Survey in August 2005.
 EZ0932
 EZ0932.The orthometric height was determined by differential leveling
 EZ0932.and adjusted in June 1991.
 EZ0932
 EZ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0932
 EZ0932.The geoid height was determined by GEOID03.
 EZ0932
 EZ0932.The dynamic height is computed by dividing the NAVD 88
 EZ0932.geopotential number by the normal gravity value computed on the
 EZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0932.degrees latitude (g = 980.6199 gals.).
 EZ0932
 EZ0932.The modeled gravity was interpolated from observed gravity values.
 EZ0932
 EZ0932;                    North         East     Units Scale Factor Converg.
 EZ0932;SPC NC       -   231,451.682   626,529.845   MT  0.99992452   +0 06 29.3
 EZ0932;SPC NC       -   759,354.39  2,055,540.00   sFT  0.99992452   +0 06 29.3
 EZ0932;UTM  17      - 3,967,998.202   697,565.450   MT  1.00008099   +1 16 51.8
 EZ0932
 EZ0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0932!SPC NC       -   0.99998926  x   0.99992452  =   0.99991378
 EZ0932!UTM  17      -   0.99998926  x   1.00008099  =   1.00007024
 EZ0932
 EZ0932|---------------------------------------------------------------------|
 EZ0932| PID    Reference Object                     Distance      Geod. Az  |
 EZ0932|                                                           dddmmss.s |
 EZ0932| EZ0933 SCRUB                               335.994 METERS 02530     |
 EZ0932|---------------------------------------------------------------------|
 EZ0932
 EZ0932                          SUPERSEDED SURVEY CONTROL
 EZ0932
 EZ0932  NAD 83(1986)-  35 50 10.60578(N)    078 48 45.43961(W) AD(       ) 2
 EZ0932  NAD 27      -  35 50 10.07972(N)    078 48 46.41966(W) AD(       ) 2
 EZ0932  NGVD 29 (??/??/92)  100.77   (m)          330.6    (f) COMPUTED    2 0
 EZ0932
 EZ0932.Superseded values are not recommended for survey control.
 EZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0932.See file dsdata.txt to determine how the superseded data were derived.
 EZ0932
 EZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9756567998(NAD 83)
 EZ0932_MARKER: DE = TRAVERSE STATION DISK
 EZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0932_STAMPING: BRACE 1967
 EZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0932+STABILITY: SURFACE MOTION
 EZ0932
 EZ0932  HISTORY     - Date     Condition        Report By
 EZ0932  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0932  HISTORY     - 1973     GOOD             NCGS
 EZ0932  HISTORY     - 1982     GOOD             NC-183
 EZ0932  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 EZ0932  HISTORY     - 20060916 MARK NOT FOUND   GEOCAC
 EZ0932
 EZ0932                          STATION DESCRIPTION
 EZ0932
 EZ0932'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0932'BRACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0932'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA.
 EZ0932'
 EZ0932'BRACE IS LOCATED APPROXIMATELY 1.2 MILES ENE OF MORRISVILLE
 EZ0932'AND 3.0 MILES SW OF RALEIGH-DURHAM AIRPORT.  TO REACH STATION
 EZ0932'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN
 EZ0932'MORRISVILLE.  GO EASTERLY ON SR 1002 FOR 1.25 MILES TO A 15
 EZ0932'FOOT CUT ON WEST SIDE, AND STATION.  STATION IS ON THE WEST
 EZ0932'BANK OF SR 1002 ON THE SOUTH END OF 15 FOOT CUT, AND ABOUT 3
 EZ0932'FEET FROM EAST EDGE OF CUT UNDER POWER LINE.
 EZ0932'
 EZ0932'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0932'BRACE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0932'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ0932'
 EZ0932'MARK IS
 EZ0932'
 EZ0932'40.4 FT W OF C/L OF SR 1002
 EZ0932'
 EZ0932'55.0 FT NE OF PP WITH POLE BRACE AND ANCHOR CABLE AND ALUMINUM
 EZ0932'REFERENCE TAG
 EZ0932'
 EZ0932'108.5 FT NE OF HIGHWAY RIGHT OF WAY MARKER
 EZ0932'
 EZ0932'18.8 FT SE OF 4 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ0932'
 EZ0932'34.4 FT SE OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ0932
 EZ0932                          STATION RECOVERY (1973)
 EZ0932
 EZ0932'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0932'1.2 MI NE FROM MORRISVILLE.
 EZ0932'BRACE IS LOCATED APPROXIMATELY 10.6 MILES WNW OF CAPITOL SQUARE
 EZ0932'IN RALEIGH.  TO REACH STATION FROM THE INTERSECTION OF NC 54
 EZ0932'AND SR 1002 IN MORRISVILLE, PROCEED EASTERLY ALONG SR 1002 FOR
 EZ0932'01.25 MILES TO STATION ON THE LEFT ON TOP OF BANK AT
 EZ0932'SOUTH END OF A 15 FT CUT, 0.7 MILES SW OF STIRRUP CREEK, 01.30
 EZ0932'MILES SW OF I-40, 40.4 FT WNW OF C/L OF SR 1002, 55.0 FT NE OF
 EZ0932'PP WITH A POLE FOR A BRACE AND ALUMINUM REF. TAG, 108.5 FT NE OF
 EZ0932'R/W MARKER ON WEST SIDE OF SR 1002, 18.3 FT SE OF 6 IN PINE WITH
 EZ0932'ALUMINUM REF. TAG, AND 33.9 FT SSE OF 6 IN PINE WITH ALUMINUM
 EZ0932'REF. TAG.  DISK IS SET IN CONCRETE CYLINDER PROJECTING 1 INCH
 EZ0932'ABOVE THE SURFACE OF THE GROUND.
 EZ0932
 EZ0932                          STATION RECOVERY (1982)
 EZ0932
 EZ0932'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC)
 EZ0932'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ0932
 EZ0932                          STATION RECOVERY (1991)
 EZ0932
 EZ0932'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 EZ0932'MARK NOT FOUND.
 EZ0932
 EZ0932                          STATION RECOVERY (2006)
 EZ0932
 EZ0932'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0932'VISITED SITE. ROAD HAS BEEN WIDENED AND SIDEWALKS AND UNDERGROUND
 EZ0932'UTILITIES INSTALLED. MARK WAS DESTROYED BY CONSTRUCTION, ACCORDING TO
 EZ0932'A 1987 REPORT BY BASS, NIXON, KENNEDY, CONSULTING ENGINEERS.
 EZ0932' 
 EZ0932' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1405 ***********************************************************************
 EZ1405  DESIGNATION -  BRACE
 EZ1405  PID         -  EZ1405
 EZ1405  STATE/COUNTY-  NC/CHATHAM
 EZ1405  USGS QUAD   -  PITTSBORO (1981)
 EZ1405
 EZ1405                         *CURRENT SURVEY CONTROL
 EZ1405  ___________________________________________________________________
 EZ1405* NAD 83(2001)-  35 40 19.01863(N)    079 10 44.71943(W)     ADJUSTED  
 EZ1405* NAVD 88     -       160.933  (meters)     527.99   (feet)  ADJUSTED  
 EZ1405  ___________________________________________________________________
 EZ1405  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 EZ1405  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 EZ1405  DYNAMIC HT  -         160.798 (meters)     527.55  (feet)  COMP
 EZ1405  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 EZ1405
 EZ1405  HORZ ORDER  -  SECOND
 EZ1405  VERT ORDER  -  SECOND    CLASS II
 EZ1405
 EZ1405.The horizontal coordinates were established by classical geodetic methods
 EZ1405.and adjusted by the National Geodetic Survey in August 2005.
 EZ1405
 EZ1405.The orthometric height was determined by differential leveling
 EZ1405.and adjusted in June 1991.
 EZ1405
 EZ1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1405
 EZ1405.The geoid height was determined by GEOID03.
 EZ1405
 EZ1405.The dynamic height is computed by dividing the NAVD 88
 EZ1405.geopotential number by the normal gravity value computed on the
 EZ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1405.degrees latitude (g = 980.6199 gals.).
 EZ1405
 EZ1405.The modeled gravity was interpolated from observed gravity values.
 EZ1405
 EZ1405;                    North         East     Units Scale Factor Converg.
 EZ1405;SPC NC       -   213,218.891   593,388.950   MT  0.99989941   -0 06 12.1
 EZ1405;SPC NC       -   699,535.64  1,946,810.25   sFT  0.99989941   -0 06 12.1
 EZ1405;UTM  17      - 3,949,091.276   664,800.351   MT  0.99993468   +1 03 43.5
 EZ1405
 EZ1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1405!SPC NC       -   0.99997963  x   0.99989941  =   0.99987904
 EZ1405!UTM  17      -   0.99997963  x   0.99993468  =   0.99991431
 EZ1405
 EZ1405:                Primary Azimuth Mark                     Grid Az
 EZ1405:SPC NC       -  HUMP                                     009 40 19.0
 EZ1405:UTM  17      -  HUMP                                     008 30 23.4
 EZ1405
 EZ1405|---------------------------------------------------------------------|
 EZ1405| PID    Reference Object                     Distance      Geod. Az  |
 EZ1405|                                                           dddmmss.s |
 EZ1405| EZ1404 HUMP                                APPROX. 1.2 KM 0093406.9 |
 EZ1405| EZ1406 NEW YORK                            408.404 METERS 1703401.5 |
 EZ1405|---------------------------------------------------------------------|
 EZ1405
 EZ1405                          SUPERSEDED SURVEY CONTROL
 EZ1405
 EZ1405  NAD 83(1986)-  35 40 19.02286(N)    079 10 44.72725(W) AD(       ) 2
 EZ1405  NAD 27      -  35 40 18.49255(N)    079 10 45.67045(W) AD(       ) 2
 EZ1405  NGVD 29 (??/??/92)  161.155  (m)          528.72   (f) ADJ UNCH    2 2
 EZ1405
 EZ1405.Superseded values are not recommended for survey control.
 EZ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1405.See file dsdata.txt to determine how the superseded data were derived.
 EZ1405
 EZ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6480049091(NAD 83)
 EZ1405_MARKER: DE = TRAVERSE STATION DISK
 EZ1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1405_STAMPING: BRACE 1974
 EZ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1405+STABILITY: SURFACE MOTION
 EZ1405
 EZ1405  HISTORY     - Date     Condition        Report By
 EZ1405  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1405  HISTORY     - 1974     GOOD             NCGS
 EZ1405  HISTORY     - 20060415 GOOD             GEOCAC
 EZ1405
 EZ1405                          STATION DESCRIPTION
 EZ1405
 EZ1405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EZ1405'BRACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1405'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1405'
 EZ1405'BRACE IS LOCATED APPROXIMATELY 3.3 MILES SOUTH OF PITTSBORO.  TO
 EZ1405'REACH STATION FROM THE COURTHOUSE IN PITTSBORO.  PROCEED SOUTHERLY
 EZ1405'ALONG U.S. 501 - 15, AND NC 87 FOR 3.35 MILES TO STATION ON THE
 EZ1405'RIGHT BESIDE FENCE AND DIRECTLY IN FRONT OF CENTER BRACE POST, AND
 EZ1405'0.05 MILE NORTH OF INTERSECTION WITH SR 1969.
 EZ1405'
 EZ1405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1405'BRACE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1405'WHICH IS FLUSH WITH THE GROUND.
 EZ1405'
 EZ1405'MARK IS 164.0 FT WNW OF C/L OF U.S. 501 - 15, AND NC 87
 EZ1405'
 EZ1405'3.0 FT ESE OF CENTER BRACE POST W/ALUMINUM REF. TAG
 EZ1405'
 EZ1405'7.8 FT NE OF SOUTHERNMOST BRACE POST W/ALUMINUM REF. TAG OF R/W
 EZ1405'MARKER
 EZ1405'
 EZ1405'31.4 FT NE OF 15 IN CEDAR W/ALUMINUM REF. TAG
 EZ1405'
 EZ1405'8.3 FT SSE OF NORTHERNMOST BRACE POST W/ALUMINUM REF. TAG
 EZ1405
 EZ1405                          STATION RECOVERY (1974)
 EZ1405
 EZ1405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1405'3.3 MI S FROM PITTSBORO.
 EZ1405'TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED
 EZ1405'SOUTHERLY ALONG U.S. 15 - U.S. 501, AND NC 87 FOR 3.35 MILES
 EZ1405'TO STATION ON THE RIGHT BESIDE FENCE AND DIRECTLY IN FRONT OF
 EZ1405'CENTER BRACE POST, AND 0.05 MILE NORTH OF INTERSECTION WITH SR
 EZ1405'1969, 164.0 FT WNW OF C/L OF U.S. 501 - U.S. 15, AND NC 87,
 EZ1405'3.0 FT ESE OF CENTER BRACE POST WITH ALUMINUM REF. TAG, 7.8 FT
 EZ1405'NE OF SOUTHERNMOST BRACE POST WITH ALUMINUM REF. TAG, 4.0 FT
 EZ1405'ESE OF R/W MARKER, 31.4 FT NE OF 15 IN CEDAR WITH ALUMINUM REF.
 EZ1405'TAG, AND 8.3 FT SSE OF NORTHERNMOST BRACE POST WITH ALUMINUM
 EZ1405'REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH
 EZ1405'THE GROUND.
 EZ1405
 EZ1405                          STATION RECOVERY (2006)
 EZ1405
 EZ1405'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1405'RECOVERED AS DESCRIBED. MARK IS ABOUT TWELVE FEET HIGHER THAN HIGHWAY.
 EZ1405' 
 EZ1405' 
 EZ1405' 
 EZ1405' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0073 ***********************************************************************
 EX0073  DESIGNATION -  BRACE
 EX0073  PID         -  EX0073
 EX0073  STATE/COUNTY-  NC/DARE
 EX0073  USGS QUAD   -  MANNS HARBOR (1974)
 EX0073
 EX0073                         *CURRENT SURVEY CONTROL
 EX0073  ___________________________________________________________________
 EX0073* NAD 83(2001)-  35 52 42.07369(N)    075 46 42.10889(W)     ADJUSTED  
 EX0073* NAVD 88     -         0.817  (meters)       2.68   (feet)  ADJUSTED  
 EX0073  ___________________________________________________________________
 EX0073  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EX0073  GEOID HEIGHT-         -39.05  (meters)                     GEOID03
 EX0073  DYNAMIC HT  -           0.816 (meters)       2.68  (feet)  COMP
 EX0073  MODELED GRAV-     979,763.6   (mgal)                       NAVD 88
 EX0073
 EX0073  HORZ ORDER  -  SECOND
 EX0073  VERT ORDER  -  SECOND    CLASS 0
 EX0073
 EX0073.The horizontal coordinates were established by classical geodetic methods
 EX0073.and adjusted by the National Geodetic Survey in August 2005.
 EX0073
 EX0073.The orthometric height was determined by differential leveling
 EX0073.and adjusted in June 1991.
 EX0073
 EX0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0073
 EX0073.The geoid height was determined by GEOID03.
 EX0073
 EX0073.The dynamic height is computed by dividing the NAVD 88
 EX0073.geopotential number by the normal gravity value computed on the
 EX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0073.degrees latitude (g = 980.6199 gals.).
 EX0073
 EX0073.The modeled gravity was interpolated from observed gravity values.
 EX0073
 EX0073;                    North         East     Units Scale Factor Converg.
 EX0073;SPC NC       -   240,823.770   900,450.522   MT  0.99993228   +1 51 34.0
 EX0073;SPC NC       -   790,102.65  2,954,228.09   sFT  0.99993228   +1 51 34.0
 EX0073;UTM  18      - 3,970,735.955   429,739.680   MT  0.99966083   -0 27 22.3
 EX0073
 EX0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0073!SPC NC       -   1.00000600  x   0.99993228  =   0.99993828
 EX0073!UTM  18      -   1.00000600  x   0.99966083  =   0.99966683
 EX0073
 EX0073:                Primary Azimuth Mark                     Grid Az
 EX0073:SPC NC       -  MANNS HARBOR                             060 10 51.9
 EX0073:UTM  18      -  MANNS HARBOR                             062 29 48.2
 EX0073
 EX0073|---------------------------------------------------------------------|
 EX0073| PID    Reference Object                     Distance      Geod. Az  |
 EX0073|                                                           dddmmss.s |
 EX0073| EX0074 MANNS HARBOR                        APPROX. 1.6 KM 0620225.9 |
 EX0073|---------------------------------------------------------------------|
 EX0073
 EX0073                          SUPERSEDED SURVEY CONTROL
 EX0073
 EX0073  NAD 83(1986)-  35 52 42.07612(N)    075 46 42.11192(W) AD(       ) 2
 EX0073  NAD 27      -  35 52 41.46767(N)    075 46 43.47901(W) AD(       ) 2
 EX0073  NGVD 29 (??/??/92)    1.123  (m)            3.68   (f) ADJ UNCH    2 0
 EX0073
 EX0073.Superseded values are not recommended for survey control.
 EX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0073.See file dsdata.txt to determine how the superseded data were derived.
 EX0073
 EX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2974070736(NAD 83)
 EX0073_MARKER: DE = TRAVERSE STATION DISK
 EX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0073_STAMPING: BRACE 1974
 EX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0073+STABILITY: SURFACE MOTION
 EX0073
 EX0073  HISTORY     - Date     Condition        Report By
 EX0073  HISTORY     - 1974     MONUMENTED       NCGS
 EX0073  HISTORY     - 1974     GOOD             NCGS
 EX0073  HISTORY     - 19910714 GOOD             USPSQD
 EX0073
 EX0073                          STATION DESCRIPTION
 EX0073
 EX0073'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0073'BRACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0073'THE VICINITY OF MANNS HARBOR, NORTH CAROLINA.
 EX0073'
 EX0073'BRACE IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF MANNS HARBOR
 EX0073'AND 12.6 MILES NORTH OF STUMPY POINT.  TO REACH STATION FROM THE
 EX0073'INTERSECTION OF U.S. 64 WEST WITH U.S. 264 NEAR MANNS HARBOR,
 EX0073'PROCEED NORTHEAST ALONG U.S. 264 - U.S. 64 EAST FOR 0.6 MILE TO
 EX0073'STATION ON THE LEFT IN CURVE, APPROXIMATELY MIDWAY BETWEEN TWO
 EX0073'BRACE POLES, AT THE POINT OF INTERSECTION OF THE CENTER LINE
 EX0073'TANGENCIES OF U.S. 64 - U.S. 264, AND 0.25 MILE WEST OF
 EX0073'CONCRETE BRIDGE OVER CANAL.
 EX0073'
 EX0073'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0073'BRACE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0073'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0073'
 EX0073'MARK IS 28.6 FT NW OF C/L OF U.S. 264 AND U.S. 64
 EX0073'
 EX0073'130.4 FT SW OF NORTHEASTERNMOST BRACE POLE WITH ALUMINUM
 EX0073'REF. TAG
 EX0073'
 EX0073'120.5 FT NE OF SOUTHWESTERNMOST BRACE POLE WITH ALUMINUM
 EX0073'REF. TAG
 EX0073'
 EX0073'135.0 FT W OF NORTHEASTERNMOST PP WITH ALUMINUM REF. TAG
 EX0073'
 EX0073'127.8 FT NE OF SOUTHWESTERNMOST PP WITH ALUMINUM REF. TAG
 EX0073
 EX0073                          STATION RECOVERY (1974)
 EX0073
 EX0073'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0073'1 MI SW FROM MANNS HARBOR.
 EX0073'TO REACH STATION FROM THE INTERSECTION OF U.S. 64 WEST WITH U.S.
 EX0073'264 NEAR MANNS HARBOR, PROCEED NORTHEAST ALONG U.S. 264 - U.S. 64
 EX0073'EAST FOR 0.6 MILE TO STATION ON THE LEFT IN CURVE, APPROXIMATELY
 EX0073'MIDWAY BETWEEN TWO BRACE POLES, AT THE POINT OF INTERSECTION OF
 EX0073'THE CENTER LINE TANGENCIES OF U.S. 64 - U.S. 264, AND 0.25 MILE
 EX0073'WEST OF CONCRETE BRIDGE OVER CANAL, 28.6 FT NW OF C/L OF U.S. 264
 EX0073'AND U.S. 64, 130.4 FT SW OF NORTHEASTERNMOST BRACE POLE WITH
 EX0073'ALUMINUM REF. TAG, 120.5 FT NE OF SOUTHWESTERNMOST BRACE POLE WITH
 EX0073'ALUMINUM REF. TAG, 135.0 FT WEST OF NORTHEASTERNMOST PP WITH
 EX0073'ALUMINUM REF. TAG, AND 127.8 FT NE OF SOUTHWESTERNMOST PP WITH
 EX0073'ALUMINUM REF. TAG.  DISK IS SET IN A CONCRETE CYLINDER, FLUSH WITH
 EX0073'THE GROUND.
 EX0073
 EX0073                          STATION RECOVERY (1991)
 EX0073
 EX0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1983 ***********************************************************************
 FA1983  DESIGNATION -  BRACE
 FA1983  PID         -  FA1983
 FA1983  STATE/COUNTY-  NC/ANSON
 FA1983  USGS QUAD   -  ANSONVILLE (1983)
 FA1983
 FA1983                         *CURRENT SURVEY CONTROL
 FA1983  ___________________________________________________________________
 FA1983* NAD 83(2001)-  35 01 00.90527(N)    080 05 18.07606(W)     ADJUSTED  
 FA1983* NAVD 88     -        89.412  (meters)     293.35   (feet)  ADJUSTED  
 FA1983  ___________________________________________________________________
 FA1983  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FA1983  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FA1983  DYNAMIC HT  -          89.331 (meters)     293.08  (feet)  COMP
 FA1983  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 FA1983
 FA1983  HORZ ORDER  -  SECOND
 FA1983  VERT ORDER  -  SECOND    CLASS II
 FA1983
 FA1983.The horizontal coordinates were established by classical geodetic methods
 FA1983.and adjusted by the National Geodetic Survey in August 2005.
 FA1983
 FA1983.The orthometric height was determined by differential leveling
 FA1983.and adjusted in August 2007.
 FA1983
 FA1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1983
 FA1983.The geoid height was determined by GEOID03.
 FA1983
 FA1983.The dynamic height is computed by dividing the NAVD 88
 FA1983.geopotential number by the normal gravity value computed on the
 FA1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1983.degrees latitude (g = 980.6199 gals.).
 FA1983
 FA1983.The modeled gravity was interpolated from observed gravity values.
 FA1983
 FA1983;                    North         East     Units Scale Factor Converg.
 FA1983;SPC NC       -   141,083.778   510,281.603   MT  0.99988094   -0 37 41.4
 FA1983;SPC NC       -   462,872.36  1,674,148.89   sFT  0.99988094   -0 37 41.4
 FA1983;UTM  17      - 3,875,298.934   583,173.247   MT  0.99968526   +0 31 23.3
 FA1983
 FA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1983!SPC NC       -   0.99999078  x   0.99988094  =   0.99987172
 FA1983!UTM  17      -   0.99999078  x   0.99968526  =   0.99967604
 FA1983
 FA1983:                Primary Azimuth Mark                     Grid Az
 FA1983:SPC NC       -  BURR                                     002 53 51.1
 FA1983:UTM  17      -  BURR                                     001 44 46.4
 FA1983
 FA1983|---------------------------------------------------------------------|
 FA1983| PID    Reference Object                     Distance      Geod. Az  |
 FA1983|                                                           dddmmss.s |
 FA1983| FA1985 BURR                                APPROX. 0.6 KM 0021609.7 |
 FA1983|---------------------------------------------------------------------|
 FA1983
 FA1983                          SUPERSEDED SURVEY CONTROL
 FA1983
 FA1983  NAD 83(1986)-  35 01 00.91704(N)    080 05 18.08816(W) AD(       ) 2
 FA1983  NAD 27      -  35 01 00.36772(N)    080 05 18.87308(W) AD(       ) 2
 FA1983  NGVD 29 (07/19/86)   89.7    (m)          294.     (f) VERT ANG    3  
 FA1983
 FA1983.Superseded values are not recommended for survey control.
 FA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1983.See file dsdata.txt to determine how the superseded data were derived.
 FA1983
 FA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8317375299(NAD 83)
 FA1983_MARKER: DE = TRAVERSE STATION DISK
 FA1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1983_STAMPING: BRACE 1967
 FA1983_MARK LOGO: NCGS  
 FA1983_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1983+STABILITY: SURFACE MOTION
 FA1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1983+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 FA1983
 FA1983  HISTORY     - Date     Condition        Report By
 FA1983  HISTORY     - 1967     MONUMENTED       NCGS
 FA1983  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA1983  HISTORY     - 19980221 GOOD             USPSQD
 FA1983  HISTORY     - 20040204 GOOD             NCGS
 FA1983  HISTORY     - 20060914 GOOD             USPSQD
 FA1983
 FA1983                          STATION DESCRIPTION
 FA1983
 FA1983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA1983'BRACE IS A N.C. GEODETIC SURVEY STATION ESTABLISHED IN THE
 FA1983'VICINITY OF WADESBORO, NORTH CAROLINA.
 FA1983'
 FA1983'BRACE IS LOCATED APPROXIMATELY 3.4 MILES NNW OF WADESBORO.  TO
 FA1983'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 52 WITH
 FA1983'U.S. 74 ON THE WEST SIDE OF WADESBORO, GO NORTH ON U.S. 52 FOR
 FA1983'3.0 MILES TO STATION.  WHICH IS ON THE EAST SIDE OF U.S. 52 ON
 FA1983'TOP OF ABOUT A 20 FOOT CUT, EAST OF FENCE, BETWEEN TELEPHONE
 FA1983'POLE AND BRACE POLE, AND 0.4 MILE NORTH OF INTERSECTION OF SR
 FA1983'1647 WITH U.S. 52.
 FA1983'
 FA1983'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA1983'BRACE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1983'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1983'
 FA1983'MARK IS
 FA1983'
 FA1983'4.4 FT ESE OF TP ON TOP OF CUT ON E SIDE OF U.S. 52, WITH
 FA1983'ALUMINUM REF. TAG
 FA1983'
 FA1983'4.8 FT WSW OF TELEPHONE LINE BRACE POLE, WITH ALUMINUM REF. TAG
 FA1983'
 FA1983'10.0 FT SE OF FENCE POST, WITH ALUMINUM REF. TAG
 FA1983'
 FA1983'11.2 FT NE OF FENCE POST, WITH ALUMINUM REF. TAG
 FA1983'
 FA1983'3.0 FT E OF 4 STRAND WIRE FENCE
 FA1983
 FA1983                          STATION RECOVERY (1987)
 FA1983
 FA1983'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA1983'MARK NOT FOUND.
 FA1983
 FA1983                          STATION RECOVERY (1998)
 FA1983
 FA1983'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA1983'RECOVERED IN GOOD CONDITION.
 FA1983
 FA1983                          STATION RECOVERY (2004)
 FA1983
 FA1983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FA1983'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THE STATION IS
 FA1983'0.4 MI (0.6 KM) SOUTH ALONG US 52 FROM AIRPORT ROAD (SR 1645) , A
 FA1983'STEEL SPIKE WAS SET ADJACENT TO THE MONUMENT..
 FA1983
 FA1983                          STATION RECOVERY (2006)
 FA1983
 FA1983'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2914 ***********************************************************************
 FA2914  DESIGNATION -  BRACE
 FA2914  PID         -  FA2914
 FA2914  STATE/COUNTY-  NC/CATAWBA
 FA2914  USGS QUAD   -  NEWTON (1993)
 FA2914
 FA2914                         *CURRENT SURVEY CONTROL
 FA2914  ___________________________________________________________________
 FA2914* NAD 83(2001)-  35 41 47.38624(N)    081 13 39.38712(W)     ADJUSTED  
 FA2914* NAVD 88     -       313.32   (+/-2cm)    1028.0    (feet)  VERTCON   
 FA2914  ___________________________________________________________________
 FA2914  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 FA2914  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FA2914  HORZ ORDER  -  SECOND
 FA2914  VERT ORDER  -  THIRD ? (See Below)
 FA2914
 FA2914.The horizontal coordinates were established by classical geodetic methods
 FA2914.and adjusted by the National Geodetic Survey in August 2005.
 FA2914
 FA2914.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2914.The vertical order pertains to the NGVD 29 superseded value.
 FA2914
 FA2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2914
 FA2914.The geoid height was determined by GEOID03.
 FA2914
 FA2914;                    North         East     Units Scale Factor Converg.
 FA2914;SPC NC       -   218,189.318   408,021.693   MT  0.99990264   -1 17 08.6
 FA2914;SPC NC       -   715,842.79  1,338,651.17   sFT  0.99990264   -1 17 08.6
 FA2914;UTM  17      - 3,950,310.161   479,407.943   MT  0.99960523   -0 07 58.1
 FA2914
 FA2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2914!SPC NC       -   0.99995585  x   0.99990264  =   0.99985850
 FA2914!UTM  17      -   0.99995585  x   0.99960523  =   0.99956110
 FA2914
 FA2914:                Primary Azimuth Mark                     Grid Az
 FA2914:SPC NC       -  CAUTION                                  080 36 06.7
 FA2914:UTM  17      -  CAUTION                                  079 26 56.2
 FA2914
 FA2914|---------------------------------------------------------------------|
 FA2914| PID    Reference Object                     Distance      Geod. Az  |
 FA2914|                                                           dddmmss.s |
 FA2914| FA2915 CAUTION                             APPROX. 0.6 KM 0791858.1 |
 FA2914|---------------------------------------------------------------------|
 FA2914
 FA2914                          SUPERSEDED SURVEY CONTROL
 FA2914
 FA2914  NAD 83(1986)-  35 41 47.39374(N)    081 13 39.38883(W) AD(       ) 2
 FA2914  NAD 27      -  35 41 46.91502(N)    081 13 40.09204(W) AD(       ) 2
 FA2914  NGVD 29 (07/19/86)  313.52   (m)         1028.6    (f) LEVELING    3  
 FA2914
 FA2914.Superseded values are not recommended for survey control.
 FA2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2914.See file dsdata.txt to determine how the superseded data were derived.
 FA2914
 FA2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7940850310(NAD 83)
 FA2914_MARKER: DE = TRAVERSE STATION DISK
 FA2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2914_STAMPING: BRACE 1967
 FA2914_MARK LOGO: NCGS  
 FA2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2914+STABILITY: SURFACE MOTION
 FA2914
 FA2914  HISTORY     - Date     Condition        Report By
 FA2914  HISTORY     - 1967     MONUMENTED       NCGS
 FA2914  HISTORY     - 20020321 MARK NOT FOUND   USPSQD
 FA2914
 FA2914                          STATION DESCRIPTION
 FA2914
 FA2914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2914'BRACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2914'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2914'
 FA2914'BRACE IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF THE
 FA2914'CENTER OF CONOVER.  TO REACH STATION PROCEED FROM THE
 FA2914'INTERSECTION OF U.S. 321 SOUTH WITH U.S. 64 AND U.S. 70 IN
 FA2914'CONOVER, GO WEST ON U.S. 64 AND U.S. 70 FOR 0.15 MILE TO
 FA2914'STATION.  WHICH IS ON THE SOUTH SHOULDER OF U.S. 64 AND
 FA2914'U.S. 70, ABOUT 300 FEET WEST OF A PHILLIPS 66 SERVICE STATION,
 FA2914'IN LINE BETWEEN A 4 IN X 4 IN POST FOR U.S. 321 SIGN.
 FA2914'
 FA2914'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2914'BRACE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2914'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2914'
 FA2914'MARK IS
 FA2914'
 FA2914'6.1 FT S OF S EDGE OF U.S. 64 AND U.S. 70, EAST BOUND LANE
 FA2914'
 FA2914'2.45 FT N OF 4 IN X 4 IN POST FOR U.S. 321 SIGN, WITH
 FA2914'ALUMINUM REF. TAG
 FA2914'
 FA2914'42.7 FT N OF N END POST OF BRACEWELL FURNITURE SIGN, WITH
 FA2914'ALUMINUM REF. TAG
 FA2914'
 FA2914'145.2 FT NE OF PP LOCATED ON E SIDE OF SR 1149, WITH
 FA2914'ALUMINUM REF. TAG
 FA2914'
 FA2914'33.7 FT S OF W END OF MEDIAN CURB IN U.S. 64 AND U.S. 70
 FA2914
 FA2914                          STATION RECOVERY (2002)
 FA2914
 FA2914'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA2914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3799 ***********************************************************************
 EB3799  DESIGNATION -  BRACE
 EB3799  PID         -  EB3799
 EB3799  STATE/COUNTY-  NC/ROBESON
 EB3799  USGS QUAD   -  RED SPRINGS (1974)
 EB3799
 EB3799                         *CURRENT SURVEY CONTROL
 EB3799  ___________________________________________________________________
 EB3799* NAD 83(2001)-  34 47 50.53283(N)    079 11 18.06959(W)     ADJUSTED  
 EB3799* NAVD 88     -        60.810  (meters)     199.51   (feet)  ADJUSTED  
 EB3799  ___________________________________________________________________
 EB3799  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 EB3799  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 EB3799  DYNAMIC HT  -          60.754 (meters)     199.32  (feet)  COMP
 EB3799  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 EB3799
 EB3799  HORZ ORDER  -  SECOND
 EB3799  VERT ORDER  -  SECOND    CLASS II
 EB3799
 EB3799.The horizontal coordinates were established by classical geodetic methods
 EB3799.and adjusted by the National Geodetic Survey in August 2005.
 EB3799
 EB3799.The orthometric height was determined by differential leveling
 EB3799.and adjusted in October 1999.
 EB3799
 EB3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3799
 EB3799.The geoid height was determined by GEOID03.
 EB3799
 EB3799.The dynamic height is computed by dividing the NAVD 88
 EB3799.geopotential number by the normal gravity value computed on the
 EB3799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3799.degrees latitude (g = 980.6199 gals.).
 EB3799
 EB3799.The modeled gravity was interpolated from observed gravity values.
 EB3799
 EB3799;                    North         East     Units Scale Factor Converg.
 EB3799;SPC NC       -   116,201.928   592,366.239   MT  0.99990384   -0 06 31.4
 EB3799;SPC NC       -   381,239.16  1,943,454.90   sFT  0.99990384   -0 06 31.4
 EB3799;UTM  17      - 3,852,068.125   665,732.023   MT  0.99993854   +1 02 02.8
 EB3799
 EB3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3799!SPC NC       -   0.99999563  x   0.99990384  =   0.99989948
 EB3799!UTM  17      -   0.99999563  x   0.99993854  =   0.99993418
 EB3799
 EB3799                          SUPERSEDED SURVEY CONTROL
 EB3799
 EB3799  NAD 83(1986)-  34 47 50.54679(N)    079 11 18.07153(W) AD(       ) 2
 EB3799  NGVD 29 (04/22/91)   61.2    (m)          201.     (f) VERT ANG    3  
 EB3799
 EB3799.Superseded values are not recommended for survey control.
 EB3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3799.See file dsdata.txt to determine how the superseded data were derived.
 EB3799
 EB3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6573252068(NAD 83)
 EB3799_MARKER: DE = TRAVERSE STATION DISK
 EB3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3799_STAMPING: BRACE 1977
 EB3799_MARK LOGO: NCGS  
 EB3799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3799+STABILITY: SURFACE MOTION
 EB3799
 EB3799  HISTORY     - Date     Condition        Report By
 EB3799  HISTORY     - 1977     MONUMENTED       NCGS
 EB3799  HISTORY     - 19890124 GOOD             NCGS
 EB3799  HISTORY     - 19970426 GOOD             USPSQD
 EB3799  HISTORY     - 20050403 GOOD             GEOCAC
 EB3799
 EB3799                          STATION DESCRIPTION
 EB3799
 EB3799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3799'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH-SOUTHWEST OF RED
 EB3799'SPRINGS AND 2.8 MILES NORTH-NORTHWEST OF PHILADELPHUS.
 EB3799'
 EB3799'TO REACH STATION FROM INTERSECTION OF NC 72 7101 MAIN STREET AND 4TH
 EB3799'AVENUE RED SPRINGS, PROCEED SOUTH ALONG NC 72 FOR 1.25 MILES TO
 EB3799'STATION IN RIGHT SHOULDER OF HIGHWAY UNDER GUY WIRE CROSSING HIGHWAY
 EB3799'AND 0.55 MILE NORTH OF JUNCTION OF NC 72 WITH NC 710.
 EB3799'
 EB3799'STATION MARK IS A STANDARD DISK STAMPED---BRACE 1977---SET IN THE TOP
 EB3799'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3799'THE MARK IS 15.9 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 4.0
 EB3799'FEET SOUTHEAST OF BRACE POLE WITH REFERENCE TAG, 45.5 FEET NORTHWEST
 EB3799'OF POWER POLE WITH REFERENCE TAG, 199.1 FEET NORTH-NORTHEAST OF NORTH
 EB3799'END OF A 30 INCH CULVERT AND 140.2 FEET NORTH-NORTHWEST OF TELEPHONE
 EB3799'POLE PEDESTAL WITH REFERENCE TAG.
 EB3799
 EB3799                          STATION RECOVERY (1989)
 EB3799
 EB3799'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 EB3799'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF RED
 EB3799'SPRINGS. ALONG NC 72 (SOUTH MAIN STREET) FOR 1.25 MI (2.01 KM) SOUTH
 EB3799'FROM 4TH AVENUE, IN THE RIGHT SHOULDER OF THE HIGHWAY UNDER A GUY WIRE
 EB3799'CROSSING, AND 0.55 MI (0.89 KM) NORTH OF NC 710. MARK IS RECESSED 6
 EB3799'INCHES BELOW GROUND. LOCATED 15.9 FT (4.8 M) WEST-NORTHWEST OF THE
 EB3799'CENTERLINE OF THE HIGHWAY, 199.1 FT (60.7 M) NORTH-NORTHEAST OF NORTH
 EB3799'END OF A 30-INCH CULVERT--AND 4.0 FT (1.2 M) SOUTHEAST OF A BRACE
 EB3799'POLE, 45.5 FT (13.9 M) NORTHWEST OF A POWER POLE, 140.2 FT (42.7 M)
 EB3799'NORTH-NORTHWEST OF A TELEPHONE POLE PEDESTAL--ALL WITH REFERENCE TAGS.
 EB3799
 EB3799                          STATION RECOVERY (1997)
 EB3799
 EB3799'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB3799'RECOVERED IN GOOD CONDITION.
 EB3799
 EB3799                          STATION RECOVERY (2005)
 EB3799
 EB3799'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB3799'RECOVERED IN GOOD CONDITION WHERE DESCRIBED. NOTED DESCRIPTION
 EB3799'CHANGES-- SETTING IS NOW AT THE EDGE OF HIGHWAY PAVEMENT. GUY WIRE
 EB3799'OVER HIGHWAY AND THE BRACE POLE AT 4.0 FEET ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5287 ***********************************************************************
 AE5287  DESIGNATION -  BRACE
 AE5287  PID         -  AE5287
 AE5287  STATE/COUNTY-  NC/ROWAN
 AE5287  USGS QUAD   -  CLEVELAND (1988)
 AE5287
 AE5287                         *CURRENT SURVEY CONTROL
 AE5287  ___________________________________________________________________
 AE5287* NAD 83(2001)-  35 43 09.90245(N)    080 39 06.82674(W)     ADJUSTED  
 AE5287* NAVD 88     -       235.3    (meters)     772.     (feet)  VERTCON   
 AE5287  ___________________________________________________________________
 AE5287  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AE5287  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 AE5287  HORZ ORDER  -  SECOND
 AE5287
 AE5287.The horizontal coordinates were established by classical geodetic methods
 AE5287.and adjusted by the National Geodetic Survey in August 2005.
 AE5287
 AE5287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5287
 AE5287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5287
 AE5287.The geoid height was determined by GEOID03.
 AE5287
 AE5287;                    North         East     Units Scale Factor Converg.
 AE5287;SPC NC       -   219,713.907   460,155.327   MT  0.99990582   -0 57 12.3
 AE5287;SPC NC       -   720,844.71  1,509,692.94   sFT  0.99990582   -0 57 12.3
 AE5287;UTM  17      - 3,952,884.303   531,484.578   MT  0.99961221   +0 12 11.6
 AE5287
 AE5287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5287!SPC NC       -   0.99996802  x   0.99990582  =   0.99987385
 AE5287!UTM  17      -   0.99996802  x   0.99961221  =   0.99958025
 AE5287
 AE5287                          SUPERSEDED SURVEY CONTROL
 AE5287
 AE5287  NAD 83(1986)-  35 43 09.91285(N)    080 39 06.83248(W) AD(       ) 2
 AE5287  NGVD 29 (01/12/98)  235.5    (m)          773.     (f) VERT ANG    3  
 AE5287
 AE5287.Superseded values are not recommended for survey control.
 AE5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5287.See file dsdata.txt to determine how the superseded data were derived.
 AE5287
 AE5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3148552884(NAD 83)
 AE5287_MARKER: DE = TRAVERSE STATION DISK
 AE5287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5287_STAMPING: BRACE 1982
 AE5287_MARK LOGO: NCGS  
 AE5287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5287+STABILITY: SURFACE MOTION
 AE5287
 AE5287  HISTORY     - Date     Condition        Report By
 AE5287  HISTORY     - 1982     MONUMENTED       NCGS
 AE5287
 AE5287                          STATION DESCRIPTION
 AE5287
 AE5287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AE5287'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTHWEST OF BARBER AND 1.8
 AE5287'MI (2.9 KM) SOUTHEAST OF CLEVELAND.  ALONG US 70, 0.65 MI (1.05 KM)
 AE5287'WEST FROM NC 801 SOUTH (IN THE BARBER COMMUNITY), OR 0.35 MI (0.56 KM)
 AE5287'EAST FROM THE SR 1741 CROSSROAD, IN THE SOUTH SHOULDER AT A FIELD ROAD
 AE5287'AND ACROSS THE HIGHWAY FROM A 2 STORY WHITE SHINGLED HOUSE. MARK IS
 AE5287'RECESSED 4 INCHES BELOW GROUND. LOCATED 19.7 FT (6.0 M) SOUTH OF THE
 AE5287'CENTERLINE OF THE HIGHWAY, 31.2 FT (9.5 M) EAST OF THE CENTERLINE OF A
 AE5287'FIELD ROAD--AND 75.6 FT (23.0 M) SOUTHWEST OF A POWER POLE, 91.8 FT
 AE5287'(28.0 M) NORTH-NORTHWEST OF A BRACE POLE, 146.4 FT (44.6 M) SOUTHEAST
 AE5287'OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4659 ***********************************************************************
 AH4659  DESIGNATION -  BRACE
 AH4659  PID         -  AH4659
 AH4659  STATE/COUNTY-  NC/JONES
 AH4659  USGS QUAD   -  PHILLIPS CROSSROADS (1982)
 AH4659
 AH4659                         *CURRENT SURVEY CONTROL
 AH4659  ___________________________________________________________________
 AH4659* NAD 83(2001)-  35 04 41.54514(N)    077 25 23.26747(W)     ADJUSTED  
 AH4659* NAVD 88     -         9.4    (meters)      31.     (feet)  VERTCON   
 AH4659  ___________________________________________________________________
 AH4659  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AH4659  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 AH4659  HORZ ORDER  -  SECOND
 AH4659
 AH4659.The horizontal coordinates were established by classical geodetic methods
 AH4659.and adjusted by the National Geodetic Survey in August 2005.
 AH4659
 AH4659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4659
 AH4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4659
 AH4659.The geoid height was determined by GEOID03.
 AH4659
 AH4659;                    North         East     Units Scale Factor Converg.
 AH4659;SPC NC       -   148,480.015   753,389.999   MT  0.99987716   +0 54 36.4
 AH4659;SPC NC       -   487,138.18  2,471,747.02   sFT  0.99987716   +0 54 36.4
 AH4659;UTM  18      - 3,884,401.702   279,073.437   MT  1.00020157   -1 23 35.2
 AH4659
 AH4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4659!SPC NC       -   1.00000430  x   0.99987716  =   0.99988146
 AH4659!UTM  18      -   1.00000430  x   1.00020157  =   1.00020587
 AH4659
 AH4659                          SUPERSEDED SURVEY CONTROL
 AH4659
 AH4659  NAD 83(1986)-  35 04 41.55371(N)    077 25 23.27840(W) AD(       ) 2
 AH4659  NGVD 29 (10/29/98)    9.7    (m)           32.     (f) VERT ANG    3  
 AH4659
 AH4659.Superseded values are not recommended for survey control.
 AH4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4659.See file dsdata.txt to determine how the superseded data were derived.
 AH4659
 AH4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7907384402(NAD 83)
 AH4659_MARKER: DE = TRAVERSE STATION DISK
 AH4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4659_STAMPING: BRACE 1981
 AH4659_MARK LOGO: NCGS  
 AH4659_PROJECTION: FLUSH
 AH4659_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4659+STABILITY: SURFACE MOTION
 AH4659
 AH4659  HISTORY     - Date     Condition        Report By
 AH4659  HISTORY     - 1981     MONUMENTED       NCGS
 AH4659
 AH4659                          STATION DESCRIPTION
 AH4659
 AH4659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 AH4659'STATION IS LOCATED ABOUT 6.76 KM (4.20 MI) WEST-NORTHWEST OF TRENTON
 AH4659'AND 15.29 KM (9.50 MI) SOUTH OF DOVER. ALONG NC 58 FOR 6.76 KM (4.20
 AH4659'MI) WEST OF THE COURTHOUSE IN TRENTON, AND 0.32 KM (0.20 MI) WEST OF
 AH4659'THE BRIDGE OVER THE TRENT RIVER IN A SMALL MOUND OF DIRT. MARK IS
 AH4659'RECESSED 3 INCHES BELOW GROUND. LOCATED 12.4 M (40.7 FT) SOUTH OF THE
 AH4659'CENTERLINE OF THE HIGHWAY, 1.1 M (3.6 FT) NORTH OF A WITNESS POST--AND
 AH4659'35.5 M (116.5 FT) SOUTHWEST OF A POWER POLE (E1B20), 25.6 M (84.0 FT)
 AH4659'NORTHWEST OF A BRACE POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3893 ***********************************************************************
 EZ3893  DESIGNATION -  BRACK
 EZ3893  PID         -  EZ3893
 EZ3893  STATE/COUNTY-  NC/RANDOLPH
 EZ3893  USGS QUAD   -  RAMSEUR (1980)
 EZ3893
 EZ3893                         *CURRENT SURVEY CONTROL
 EZ3893  ___________________________________________________________________
 EZ3893* NAD 83(2001)-  35 38 44.11914(N)    079 41 45.31672(W)     ADJUSTED  
 EZ3893* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 EZ3893  ___________________________________________________________________
 EZ3893  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 EZ3893  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 EZ3893  HORZ ORDER  -  SECOND
 EZ3893
 EZ3893.The horizontal coordinates were established by classical geodetic methods
 EZ3893.and adjusted by the National Geodetic Survey in August 2005.
 EZ3893
 EZ3893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3893
 EZ3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3893
 EZ3893.The geoid height was determined by GEOID03.
 EZ3893
 EZ3893;                    North         East     Units Scale Factor Converg.
 EZ3893;SPC NC       -   210,500.641   546,581.901   MT  0.99989615   -0 24 06.0
 EZ3893;SPC NC       -   690,617.52  1,793,244.12   sFT  0.99989615   -0 24 06.0
 EZ3893;UTM  17      - 3,945,423.279   618,060.445   MT  0.99977176   +0 45 36.2
 EZ3893
 EZ3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3893!SPC NC       -   0.99997601  x   0.99989615  =   0.99987216
 EZ3893!UTM  17      -   0.99997601  x   0.99977176  =   0.99974778
 EZ3893
 EZ3893:                Primary Azimuth Mark                     Grid Az
 EZ3893:SPC NC       -  COMMUNITY                                113 41 13.4
 EZ3893:UTM  17      -  COMMUNITY                                112 31 31.2
 EZ3893
 EZ3893|---------------------------------------------------------------------|
 EZ3893| PID    Reference Object                     Distance      Geod. Az  |
 EZ3893|                                                           dddmmss.s |
 EZ3893| EZ3892 COMMUNITY                           APPROX. 0.7 KM 1131707.4 |
 EZ3893| EZ3894 WARREN                              225.954 METERS 25951     |
 EZ3893|---------------------------------------------------------------------|
 EZ3893
 EZ3893                          SUPERSEDED SURVEY CONTROL
 EZ3893
 EZ3893  NAD 83(1986)-  35 38 44.12446(N)    079 41 45.32512(W) AD(       ) 2
 EZ3893  NAD 27      -  35 38 43.63209(N)    079 41 46.22597(W) AD(       ) 2
 EZ3893  NGVD 29 (07/19/86)  183.5    (m)          602.     (f) VERT ANG    3  
 EZ3893
 EZ3893.Superseded values are not recommended for survey control.
 EZ3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3893.See file dsdata.txt to determine how the superseded data were derived.
 EZ3893
 EZ3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1806045423(NAD 83)
 EZ3893_MARKER: DE = TRAVERSE STATION DISK
 EZ3893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3893_STAMPING: BRACK 1975
 EZ3893_MARK LOGO: NCGS  
 EZ3893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3893+STABILITY: SURFACE MOTION
 EZ3893
 EZ3893  HISTORY     - Date     Condition        Report By
 EZ3893  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3893
 EZ3893                          STATION DESCRIPTION
 EZ3893
 EZ3893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3893'BRACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3893'THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3893'
 EZ3893'BRACK IS LOCATED APPROXIMATELY 4.5 MILES WEST OF COLERIDGE, AND
 EZ3893'8.0 MILES ESE OF ASHEBORO.  TO REACH STATION FROM INTERSECTION OF
 EZ3893'NC 42 WITH SR 2911 AND SR 2611 CROSSROADS IN GRANTVILLE COMMUNITY,
 EZ3893'PROCEED EAST ALONG NC 42 FOR 1.0 MILE TO T INTERSECTION WITH SR
 EZ3893'2908 SOUTH, TO STATION ON LEFT IN NE QUADRANT OF INTERSECTION
 EZ3893'FORMED BY NC 22, SR 2908 AND GRAVEL DRIVEWAY NORTH TO BRACKS
 EZ3893'APPLIANCES, AND APPROXIMATELY 400 FEET SSE OF APPLIANCE STORE.
 EZ3893'
 EZ3893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3893'BRACK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3893'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3893'
 EZ3893'MARK IS 66.0 FT N OF C/L OF NC 42
 EZ3893'
 EZ3893'23.0 FT ESE OF C/L OF DRIVEWAY
 EZ3893'
 EZ3893'67.2 FT NNE OF C/L OF INTERSECTION OF HIGHWAY WITH ROAD AND
 EZ3893'DRIVEWAY
 EZ3893'
 EZ3893'11.5 FT SSE OF 24 IN BLACK OAK WITH ALUMINUM REF. TAG
 EZ3893'
 EZ3893'46.2 FT NW OF 5 IN MAPLE WITH ALUMINUM REF. TAG
 EZ3893'
 EZ3893'51.9 FT E OF TP WITH PEDESTAL AND ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4287 ***********************************************************************
 FB4287  DESIGNATION -  BRACKEN
 FB4287  PID         -  FB4287
 FB4287  STATE/COUNTY-  NC/JACKSON
 FB4287  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB4287
 FB4287                         *CURRENT SURVEY CONTROL
 FB4287  ___________________________________________________________________
 FB4287* NAD 83(2007)-  35 11 51.73171(N)    082 58 53.59247(W)     ADJUSTED  
 FB4287* NAVD 88     -      1015.6    (meters)    3332.     (feet)  VERTCON   
 FB4287  ___________________________________________________________________
 FB4287  EPOCH DATE  -        2002.00
 FB4287  X           -     637,657.544 (meters)                     COMP
 FB4287  Y           -  -5,179,517.454 (meters)                     COMP
 FB4287  Z           -   3,656,380.746 (meters)                     COMP
 FB4287  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 FB4287  ELLIP HEIGHT-         986.410 (meters)          (02/10/07) ADJUSTED
 FB4287  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 FB4287
 FB4287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4287  Type    PID    Designation                      North   East  Ellip
 FB4287  -------------------------------------------------------------------
 FB4287  NETWORK FB4287 BRACKEN                           0.98   0.94   1.90
 FB4287  -------------------------------------------------------------------
 FB4287
 FB4287.The horizontal coordinates were established by GPS observations
 FB4287.and adjusted by the National Geodetic Survey in February 2007.
 FB4287
 FB4287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4287.The horizontal coordinates are valid at the epoch date displayed above.
 FB4287.The epoch date for horizontal control is a decimal equivalence
 FB4287.of Year/Month/Day.
 FB4287
 FB4287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4287
 FB4287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4287
 FB4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4287
 FB4287.The ellipsoidal height was determined by GPS observations
 FB4287.and is referenced to NAD 83.
 FB4287
 FB4287.The geoid height was determined by GEOID03.
 FB4287
 FB4287;                    North         East     Units Scale Factor Converg.
 FB4287;SPC NC       -   167,863.178   247,152.120   MT  0.99987303   -2 17 52.9
 FB4287;SPC NC       -   550,731.11    810,864.91   sFT  0.99987303   -2 17 52.9
 FB4287;UTM  17      - 3,896,766.444   319,603.792   MT  1.00000107   -1 08 32.9
 FB4287
 FB4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4287!SPC NC       -   0.99984519  x   0.99987303  =   0.99971824
 FB4287!UTM  17      -   0.99984519  x   1.00000107  =   0.99984626
 FB4287
 FB4287                          SUPERSEDED SURVEY CONTROL
 FB4287
 FB4287  NAD 83(2001)-  35 11 51.73162(N)    082 58 53.59251(W) AD(       ) 1
 FB4287  ELLIP H (03/13/03)  986.418  (m)                       GP(       ) 4 2
 FB4287  NAD 83(1995)-  35 11 51.73185(N)    082 58 53.59231(W) AD(       ) 1
 FB4287  NAD 83(1986)-  35 11 51.73437(N)    082 58 53.59040(W) AD(       ) 1
 FB4287  NGVD 29 (10/22/93) 1015.6    (m)         3332.     (f) GPS OBS     3  
 FB4287
 FB4287.Superseded values are not recommended for survey control.
 FB4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4287.See file dsdata.txt to determine how the superseded data were derived.
 FB4287
 FB4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1960496766(NAD 83)
 FB4287_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB4287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FB4287_STAMPING: BRACKEN 1991
 FB4287_MARK LOGO: USFS  
 FB4287_PROJECTION: FLUSH
 FB4287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FB4287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4287+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FB4287_ROD/PIPE-DEPTH: 1.0  meters
 FB4287
 FB4287  HISTORY     - Date     Condition        Report By
 FB4287  HISTORY     - 1991     MONUMENTED       NCGS
 FB4287
 FB4287                          STATION DESCRIPTION
 FB4287
 FB4287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB4287'STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF CASHIERS AND
 FB4287'18.1 MI (29.1 KM) SOUTHEAST OF SYLVA.
 FB4287'ALONG NC 281 FOR 8.7 MI (14.0 KM) NORTH FROM US 64 (AT LAKE TOXAWAY),
 FB4287'NEAR A WOODS ROAD AND CAMPSITE AREA, OR 0.7 MI (1.1 KM) WEST OF SR
 FB4287'1763.
 FB4287'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4287'28.0 FT (8.5 M) NORTH OF THE CENTERLINE OF NC 281, 40.8 FT (12.4 M)
 FB4287'WEST OF THE CENTERLINE OF A WOODS ROAD, 9.7 FT (3.0 M) WEST OF A
 FB4287'PROPERTY IRON, AND 9.9 FT (3.0 M) WEST-SOUTHWEST OF A UTILITY POLE
 FB4287'WITH A REFERENCE TAG.
 FB4287'STATION BRACKEN HAS NO AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4458 ***********************************************************************
 FX4458  DESIGNATION -  BRAD
 FX4458  PID         -  FX4458
 FX4458  STATE/COUNTY-  NC/PERQUIMANS
 FX4458  USGS QUAD   -  CHAPANOKE (1982)
 FX4458
 FX4458                         *CURRENT SURVEY CONTROL
 FX4458  ___________________________________________________________________
 FX4458* NAD 83(2007)-  36 16 41.81233(N)    076 23 29.11758(W)     ADJUSTED  
 FX4458* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 FX4458  ___________________________________________________________________
 FX4458  EPOCH DATE  -        2002.00
 FX4458  X           -   1,211,204.612 (meters)                     COMP
 FX4458  Y           -  -5,003,242.069 (meters)                     COMP
 FX4458  Z           -   3,753,109.076 (meters)                     COMP
 FX4458  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 FX4458  ELLIP HEIGHT-         -33.251 (meters)          (02/10/07) ADJUSTED
 FX4458  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 FX4458
 FX4458  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4458  Type    PID    Designation                      North   East  Ellip
 FX4458  -------------------------------------------------------------------
 FX4458  NETWORK FX4458 BRAD                              0.65   0.51   1.04
 FX4458  -------------------------------------------------------------------
 FX4458
 FX4458.The horizontal coordinates were established by GPS observations
 FX4458.and adjusted by the National Geodetic Survey in February 2007.
 FX4458
 FX4458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4458.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4458.The horizontal coordinates are valid at the epoch date displayed above.
 FX4458.The epoch date for horizontal control is a decimal equivalence
 FX4458.of Year/Month/Day.
 FX4458
 FX4458.The orthometric height was determined by GPS observations and a
 FX4458.high-resolution geoid model.
 FX4458
 FX4458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4458
 FX4458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4458
 FX4458.The ellipsoidal height was determined by GPS observations
 FX4458.and is referenced to NAD 83.
 FX4458
 FX4458.The geoid height was determined by GEOID03.
 FX4458
 FX4458;                    North         East     Units Scale Factor Converg.
 FX4458;SPC NC       -   283,558.294   843,951.955   MT  1.00003306   +1 30 20.1
 FX4458;SPC NC       -   930,307.50  2,768,865.71   sFT  1.00003306   +1 30 20.1
 FX4458;UTM  18      - 4,015,712.588   375,032.832   MT  0.99979242   -0 49 24.3
 FX4458
 FX4458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4458!SPC NC       -   1.00000522  x   1.00003306  =   1.00003828
 FX4458!UTM  18      -   1.00000522  x   0.99979242  =   0.99979764
 FX4458
 FX4458                          SUPERSEDED SURVEY CONTROL
 FX4458
 FX4458  NAD 83(1986)-  36 16 41.82819(N)    076 23 29.13504(W) AD(       ) 1
 FX4458  NAD 83(2001)-  36 16 41.81300(N)    076 23 29.11719(W) AD(       ) 1
 FX4458  ELLIP H (10/17/03)  -33.262  (m)                       GP(       ) 5 1
 FX4458  NAD 83(1993)-  36 16 41.83031(N)    076 23 29.13004(W) AD(       ) 2
 FX4458  NAD 83(1986)-  36 16 41.83126(N)    076 23 29.13674(W) AD(       ) 2
 FX4458  NGVD 29 (11/01/90)    3.9    (m)           13.     (f) VERT ANG    3  
 FX4458
 FX4458.Superseded values are not recommended for survey control.
 FX4458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4458.See file dsdata.txt to determine how the superseded data were derived.
 FX4458
 FX4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7503315713(NAD 83)
 FX4458_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4458_STAMPING: BRAD 1977
 FX4458_MARK LOGO: NCGS  
 FX4458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX4458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4458+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1994
 FX4458
 FX4458  HISTORY     - Date     Condition        Report By
 FX4458  HISTORY     - 1977     MONUMENTED       NCGS
 FX4458  HISTORY     - 19940328 GOOD             NCGS
 FX4458  HISTORY     - 19960421 GOOD             USPSQD
 FX4458
 FX4458                          STATION DESCRIPTION
 FX4458
 FX4458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LWA)
 FX4458'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF PARKVILLE
 FX4458'AND 1.9 MILES NORTHWEST OF CHAPANOKE.
 FX4458'
 FX4458'TO REACH THE STATION FROM THE NORTH END OF US 17 BYPASS BRIDGE OVER
 FX4458'THE PERQUIMANS RIVER AT HERTFORD, PROCEED NORTH ALONG US 17 FOR 7.2
 FX4458'MILES TO THE INTERSECTION WITH SR 1224, THENCE NORTHWEST ALONG
 FX4458'SR 1224 FOR 4.30 MILES TO STATION IN SHOULDER OF ROAD.
 FX4458'
 FX4458'STATION MARK IS A STANDARD DISK STAMPED---BRAD 1977---SET IN TOP OF
 FX4458'A CONCRETE CYLINDER 5 INCHES BELOW GROUND SURFACE.  MARK IS 12.8 FEET
 FX4458'NORTHEAST OF THE CENTERLINE OF SR 1224, 175.2 FEET NORTHWEST OF
 FX4458'CULVERT UNDER FIELD ROAD, 146.2 FEET NORTH-NORTHWEST OF TWIN TRUNK
 FX4458'GUM ON WEST SIDE OF HIGHWAY WITH REFERENCE TAG AND 66.4 FEET EAST OF
 FX4458'5 INCH OAK ON WEST SIDE OF HIGHWAY WITH REFERENCE TAG.
 FX4458
 FX4458                          STATION RECOVERY (1994)
 FX4458
 FX4458'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4458'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.
 FX4458'THE STATION IS LOCATED 84.5 FT (25.8 M) EAST-SOUTHEAST OF A 7-INCH
 FX4458'PINE WITH REFERENCE TAG AND IS NOW RECESSED 6 INCHES BELOW THE GROUND.
 FX4458'THE 5-INCH OAK IS GONE.
 FX4458'THE NCGS 1994 ANGLE OBSERVED FROM NCGS STATION--BROCKETT--TO NCGS
 FX4458'STATION--PARKVILLE--IS 186-09-18.16.
 FX4458
 FX4458                          STATION RECOVERY (1996)
 FX4458
 FX4458'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3815 ***********************************************************************
 FB3815  DESIGNATION -  BRADBERRY
 FB3815  PID         -  FB3815
 FB3815  STATE/COUNTY-  NC/MITCHELL
 FB3815  USGS QUAD   -  MICAVILLE (1978)
 FB3815
 FB3815                         *CURRENT SURVEY CONTROL
 FB3815  ___________________________________________________________________
 FB3815* NAD 83(2001)-  35 54 07.62182(N)    082 08 03.70276(W)     ADJUSTED  
 FB3815* NAVD 88     -       837.6    (meters)    2748.     (feet)  VERTCON   
 FB3815  ___________________________________________________________________
 FB3815  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FB3815  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FB3815  HORZ ORDER  -  SECOND
 FB3815
 FB3815.The horizontal coordinates were established by classical geodetic methods
 FB3815.and adjusted by the National Geodetic Survey in August 2005.
 FB3815
 FB3815.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3815
 FB3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3815
 FB3815.The geoid height was determined by GEOID03.
 FB3815
 FB3815;                    North         East     Units Scale Factor Converg.
 FB3815;SPC NC       -   243,206.754   326,711.640   MT  0.99993690   -1 48 32.6
 FB3815;SPC NC       -   797,920.83  1,071,886.44   sFT  0.99993690   -1 48 32.6
 FB3815;UTM  17      - 3,973,686.173   397,634.363   MT  0.99972912   -0 39 54.9
 FB3815
 FB3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3815!SPC NC       -   0.99987335  x   0.99993690  =   0.99981026
 FB3815!UTM  17      -   0.99987335  x   0.99972912  =   0.99960251
 FB3815
 FB3815                          SUPERSEDED SURVEY CONTROL
 FB3815
 FB3815  NAD 83(1995)-  35 54 07.62240(N)    082 08 03.70175(W) AD(       ) 2
 FB3815  NAD 83(1986)-  35 54 07.63265(N)    082 08 03.70758(W) AD(       ) 2
 FB3815  NGVD 29 (02/22/93)  837.7    (m)         2748.     (f) VERT ANG    3  
 FB3815
 FB3815.Superseded values are not recommended for survey control.
 FB3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3815.See file dsdata.txt to determine how the superseded data were derived.
 FB3815
 FB3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9763473686(NAD 83)
 FB3815_MARKER: DE = TRAVERSE STATION DISK
 FB3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3815_SP_SET: CONCRETE POST
 FB3815_STAMPING: BRADBERRY 1981
 FB3815_MARK LOGO: NCGS  
 FB3815_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3815+STABILITY: SURFACE MOTION
 FB3815
 FB3815  HISTORY     - Date     Condition        Report By
 FB3815  HISTORY     - 1981     MONUMENTED       NCGS
 FB3815
 FB3815                          STATION DESCRIPTION
 FB3815
 FB3815'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3815'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) WEST-SOUTHWEST OF SPRUCE
 FB3815'PINE AND 15.0 KM (9.3 MI) EAST OF BURNSVILLE.
 FB3815'TO REACH THE STATION FROM THE INTERSECTION OF US 19 EAST AND NC 226
 FB3815'(IN SPRUCE PINE), PROCEED WEST ALONG US 19 EAST FOR 6.1 KM (3.8 MI) TO
 FB3815'THE STATION ON THE LEFT IN THE SHOULDER.
 FB3815'THE STATION IS A STANDARD NCGS DISK STAMPED---BRADBERRY 1981---, SET
 FB3815'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8
 FB3815'CM BELOW GROUND.  LOCATED 7.2 METERS (23.5 FT) SOUTH OF THE CENTERLINE
 FB3815'OF US 19 EAST, 28.1 METERS (92.2 FT) EAST OF THE CENTERLINE OF A DIRT
 FB3815'DRIVE--AND 33.0 METERS (108.4 FT) EAST OF A TELEPHONE POLE, 1.5 METERS
 FB3815'(5.0 FT) NORTHEAST OF A WITNESS POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3112 ***********************************************************************
 FB3112  DESIGNATION -  BRADDOCK
 FB3112  PID         -  FB3112
 FB3112  STATE/COUNTY-  NC/TRANSYLVANIA
 FB3112  USGS QUAD   -  BREVARD (1991)
 FB3112
 FB3112                         *CURRENT SURVEY CONTROL
 FB3112  ___________________________________________________________________
 FB3112* NAD 83(2001)-  35 14 42.79851(N)    082 38 05.78296(W)     ADJUSTED  
 FB3112* NAVD 88     -       672.6    (meters)    2207.     (feet)  VERTCON   
 FB3112  ___________________________________________________________________
 FB3112  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 FB3112  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FB3112  HORZ ORDER  -  SECOND
 FB3112
 FB3112.The horizontal coordinates were established by classical geodetic methods
 FB3112.and adjusted by the National Geodetic Survey in August 2005.
 FB3112
 FB3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3112
 FB3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3112
 FB3112.The geoid height was determined by GEOID03.
 FB3112
 FB3112;                    North         East     Units Scale Factor Converg.
 FB3112;SPC NC       -   171,920.426   278,883.288   MT  0.99987260   -2 05 52.7
 FB3112;SPC NC       -   564,042.26    914,969.59   sFT  0.99987260   -2 05 52.7
 FB3112;UTM  17      - 3,901,462.717   351,248.702   MT  0.99987269   -0 56 37.2
 FB3112
 FB3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3112!SPC NC       -   0.99989919  x   0.99987260  =   0.99977181
 FB3112!UTM  17      -   0.99989919  x   0.99987269  =   0.99977190
 FB3112
 FB3112:                Primary Azimuth Mark                     Grid Az
 FB3112:SPC NC       -  PENROSE                                  340 51 02.3
 FB3112:UTM  17      -  PENROSE                                  339 41 46.8
 FB3112
 FB3112|---------------------------------------------------------------------|
 FB3112| PID    Reference Object                     Distance      Geod. Az  |
 FB3112|                                                           dddmmss.s |
 FB3112| FB3058 PENROSE                             APPROX. 3.4 KM 3384509.6 |
 FB3112|---------------------------------------------------------------------|
 FB3112
 FB3112                          SUPERSEDED SURVEY CONTROL
 FB3112
 FB3112  NAD 83(1995)-  35 14 42.80179(N)    082 38 05.78016(W) AD(       ) 2
 FB3112  NAD 83(1986)-  35 14 42.80237(N)    082 38 05.77823(W) AD(       ) 2
 FB3112  NAD 27      -  35 14 42.38461(N)    082 38 06.33325(W) AD(       ) 2
 FB3112  NGVD 29 (07/19/86)  672.6    (m)         2207.     (f) VERT ANG    3  
 FB3112
 FB3112.Superseded values are not recommended for survey control.
 FB3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3112.See file dsdata.txt to determine how the superseded data were derived.
 FB3112
 FB3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5124901463(NAD 83)
 FB3112_MARKER: DE = TRAVERSE STATION DISK
 FB3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3112_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3112+STABILITY: SURFACE MOTION
 FB3112
 FB3112  HISTORY     - Date     Condition        Report By
 FB3112  HISTORY     - 1975     MONUMENTED       NCGS
 FB3112
 FB3112                          STATION DESCRIPTION
 FB3112
 FB3112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3112'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF PENROSE AND
 FB3112'5.7 MILES EAST OF BREVARD.
 FB3112'
 FB3112'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND SR 1528 (CRAB
 FB3112'CREEK RD.) NEAR PENROSE POST OFFICE, PROCEED SOUTH ALONG SR 1528 FOR
 FB3112'2.2 MILES TO DAVID DRIVE ON THE RIGHT, CONTINUE WESTERLY ALONG DRIVE
 FB3112'TO BRADDOCK HOME AT TOP OF GRADE AND STATION ON THE WEST SIDE OF HOUSE
 FB3112'AND ALONG SOUTH EDGE OF STONE WALKWAY.
 FB3112'
 FB3112'STATION MARK IS A STANDARD DISK, STAMPED---BRADDOCK 1975---, SET IN
 FB3112'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FB3112'GROUND SURFACE.  MARK IS 60.2 FEET WEST-SOUTHWEST OF NORTHWEST CORNER
 FB3112'OF HOUSE, 35.4 FEET NORTHWEST OF CORNER OF NORTH END OF ROCK RETAINING
 FB3112'WALL, 56.1 FEET SOUTHWEST OF GAS METER LINE AND 36.5 FEET SOUTHEAST OF
 FB3112'SOUTH CHAIN LINK GATE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3765 ***********************************************************************
 DI3765  DESIGNATION -  BRADFORD
 DI3765  PID         -  DI3765
 DI3765  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3765  USGS QUAD   -  BREVARD (1991)
 DI3765
 DI3765                         *CURRENT SURVEY CONTROL
 DI3765  ___________________________________________________________________
 DI3765* NAD 83(2007)-  35 07 35.05126(N)    082 39 08.05240(W)     ADJUSTED  
 DI3765* NAVD 88     -      1003.2    (meters)    3291.     (feet)  GPS OBS   
 DI3765  ___________________________________________________________________
 DI3765  EPOCH DATE  -        2002.00
 DI3765  X           -     667,998.224 (meters)                     COMP
 DI3765  Y           -  -5,180,274.579 (meters)                     COMP
 DI3765  Z           -   3,649,905.029 (meters)                     COMP
 DI3765  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 DI3765  ELLIP HEIGHT-         972.778 (meters)          (07/11/08) ADJUSTED
 DI3765  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DI3765  HORZ ORDER  -  FIRST
 DI3765  ELLP ORDER  -  FOURTH    CLASS II
 DI3765
 DI3765.The horizontal coordinates were established by GPS observations
 DI3765.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3765
 DI3765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3765.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3765.The horizontal coordinates are valid at the epoch date displayed above.
 DI3765.The epoch date for horizontal control is a decimal equivalence
 DI3765.of Year/Month/Day.
 DI3765
 DI3765.The orthometric height was determined by GPS observations and a
 DI3765.high-resolution geoid model.
 DI3765
 DI3765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3765
 DI3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3765
 DI3765.The ellipsoidal height was determined by GPS observations
 DI3765.and is referenced to NAD 83.
 DI3765
 DI3765.The geoid height was determined by GEOID03.
 DI3765
 DI3765;                    North         East     Units Scale Factor Converg.
 DI3765;SPC NC       -   158,806.559   276,825.442   MT  0.99987497   -2 06 28.7
 DI3765;SPC NC       -   521,017.85    908,218.14   sFT  0.99987497   -2 06 28.7
 DI3765;UTM  17      - 3,888,309.977   349,455.772   MT  0.99987931   -0 57 03.0
 DI3765
 DI3765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3765!SPC NC       -   0.99984733  x   0.99987497  =   0.99972232
 DI3765!UTM  17      -   0.99984733  x   0.99987931  =   0.99972666
 DI3765
 DI3765                          SUPERSEDED SURVEY CONTROL
 DI3765
 DI3765  NAD 83(1986)-  35 07 35.05772(N)    082 39 08.04979(W) AD(       ) 1
 DI3765  NAD 83(2001)-  35 07 35.05101(N)    082 39 08.05267(W) AD(       ) 1
 DI3765  ELLIP H (02/05/05)  972.800  (m)                       GP(       ) 4 2
 DI3765
 DI3765.Superseded values are not recommended for survey control.
 DI3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3765.See file dsdata.txt to determine how the superseded data were derived.
 DI3765
 DI3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4945688310(NAD 83)
 DI3765_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3765_SETTING: 66 = SET IN ROCK OUTCROP
 DI3765_STAMPING: BRADFORD 2001
 DI3765_MARK LOGO: NCGS  
 DI3765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3765+STABILITY: POSITION/ELEVATION WELL
 DI3765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3765+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3765
 DI3765  HISTORY     - Date     Condition        Report By
 DI3765  HISTORY     - 2001     MONUMENTED       NCGS
 DI3765
 DI3765                          STATION DESCRIPTION
 DI3765
 DI3765'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3765'STATION IS LOCATED 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF BREVARD AND 1.5
 DI3765'MI (2.4 KM) SOUTHWEST OF CEDAR MOUNTAIN NEAR THE NORTH CAROLINA/SOUTH
 DI3765'CAROLINA STATE LINE. FOR ACCESS CONTACT OWNER--MARY STONE. PROCEED
 DI3765'ALONG US 276 FOR 1.5 MI (2.4 KM) NORTH FROM THE NC/SC STATE LINE,
 DI3765'THENCE SOUTHWEST FOR 0.5 MI (0.8 KM) ALONG SR 1100-STONES LAKE ROAD TO
 DI3765'THE END OF STATE MAINTENANCE AND AN UNLOCKED GATE. CONTINUE SOUTH FOR
 DI3765'0.35 MI (0.56 KM) TO ARROWHEAD LAKE, TURN LEFT CROSSING THE BRIDGE AND
 DI3765'CONTINUE SOUTHEAST FOR 0.65 MI (1.05 KM) PASSING MARSHALL LAKE AND
 DI3765'LAKE LINKY TO TWO CABLE GATES NEAR THE STATE LINE. PASS THROUGH THE
 DI3765'GATE LEADING SOUTHWEST WITH SIGNS FOR SKI SLOPE AND PRAYER MOUNTAIN,
 DI3765'CONTINUE 0.65 MI (1.05 KM) TO THE SUMMIT OF BRADFORD MOUNTAIN, IN AN
 DI3765'EXPOSED ROCK OUTCROP IN THE WEST TIRE TRACK OF THE WOODS ROAD. MARK IS
 DI3765'ABOUT LEVEL WITH THE WOODS ROAD AND PROJECTS 3 INCHES ABOVE THE
 DI3765'GROUND. LOCATED 5.0 FT (1.5 M) WEST OF THE CENTERLINE OF THE WOODS
 DI3765'ROAD, 60.0 FT (18.3 M) NORTH OF THE PEAK OF BRADFORD MOUNTAIN--AND
 DI3765'10.5 FT (3.2 M) EAST OF A 20-INCH POPLAR, 19.5 FT (5.9 M)
 DI3765'WEST-SOUTHWEST OF A 24-INCH RED OAK--BOTH WITH REFERENCE WASHERS AT
 DI3765'THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2993 ***********************************************************************
 EA2993  DESIGNATION -  BRADHAM
 EA2993  PID         -  EA2993
 EA2993  STATE/COUNTY-  NC/DUPLIN
 EA2993  USGS QUAD   -  CHINQUAPIN (1981)
 EA2993
 EA2993                         *CURRENT SURVEY CONTROL
 EA2993  ___________________________________________________________________
 EA2993* NAD 83(2001)-  34 49 50.04838(N)    077 49 04.07814(W)     ADJUSTED  
 EA2993* NAVD 88     -        12.0    (meters)      39.     (feet)  VERTCON   
 EA2993  ___________________________________________________________________
 EA2993  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EA2993  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 EA2993  HORZ ORDER  -  SECOND
 EA2993
 EA2993.The horizontal coordinates were established by classical geodetic methods
 EA2993.and adjusted by the National Geodetic Survey in August 2005.
 EA2993
 EA2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2993
 EA2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2993
 EA2993.The geoid height was determined by GEOID03.
 EA2993
 EA2993;                    North         East     Units Scale Factor Converg.
 EA2993;SPC NC       -   120,512.052   717,730.693   MT  0.99989944   +0 40 56.4
 EA2993;SPC NC       -   395,379.96  2,354,754.78   sFT  0.99989944   +0 40 56.4
 EA2993;UTM  18      - 3,857,875.009   242,305.850   MT  1.00041854   -1 36 37.0
 EA2993
 EA2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2993!SPC NC       -   1.00000383  x   0.99989944  =   0.99990326
 EA2993!UTM  18      -   1.00000383  x   1.00041854  =   1.00042237
 EA2993
 EA2993:                Primary Azimuth Mark                     Grid Az
 EA2993:SPC NC       -  CHINAUAPIN                               100 19 59.0
 EA2993:UTM  18      -  CHINAUAPIN                               102 37 32.4
 EA2993
 EA2993|---------------------------------------------------------------------|
 EA2993| PID    Reference Object                     Distance      Geod. Az  |
 EA2993|                                                           dddmmss.s |
 EA2993| EA0997 CHINAUAPIN                          485.234 METERS 1010055.4 |
 EA2993| EA2994 SUDIE                               APPROX. 0.6 KM 3041106.3 |
 EA2993|---------------------------------------------------------------------|
 EA2993
 EA2993                          SUPERSEDED SURVEY CONTROL
 EA2993
 EA2993  NAD 83(1986)-  34 49 50.05819(N)    077 49 04.08917(W) AD(       ) 2
 EA2993  NAD 27      -  34 49 49.45871(N)    077 49 05.16944(W) AD(       ) 2
 EA2993  NGVD 29 (07/19/86)   12.3    (m)           40.     (f) VERT ANG    3  
 EA2993
 EA2993.Superseded values are not recommended for survey control.
 EA2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2993.See file dsdata.txt to determine how the superseded data were derived.
 EA2993
 EA2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4230657875(NAD 83)
 EA2993_MARKER: DE = TRAVERSE STATION DISK
 EA2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2993_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2993+STABILITY: SURFACE MOTION
 EA2993
 EA2993  HISTORY     - Date     Condition        Report By
 EA2993  HISTORY     - 1976     MONUMENTED       NCGS
 EA2993
 EA2993                          STATION DESCRIPTION
 EA2993
 EA2993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA2993'THE STATION IS LOCATED IN CHINQUAPIN.
 EA2993'
 EA2993'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 IN
 EA2993'CHINQUAPIN, PROCEED WEST ALONG NC 41 AND NC 50 FOR 0.3 MILE TO STATION
 EA2993'ON THE LEFT IN YARD OF JAMES L. BRADHAM ONE STORY WHITE FRAME
 EA2993'RESIDENCE, ON PROLONGATION OF WEST SIDE OF HOUSE AND ACROSS HIGHWAY
 EA2993'FROM BRINKLEYS STORE.
 EA2993'
 EA2993'STATION MARK IS A STANDARD DISK STAMPED---BRADHAM 1976---, SET IN THE
 EA2993'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EA2993'MARK IS 62.7 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 41, 59.3
 EA2993'FEET EAST-SOUTHEAST OF SERVICE POLE WITH REFERENCE TAG, 45.5 FEET
 EA2993'NORTH OF CENTER OF BOTTOM STEP OF FRONT ENTRANCE TO RESIDENCE, 63.6
 EA2993'FEET NORTH-NORTHWEST OF NORTHEAST CORNER PORCH SUPPORT PILLAR TO
 EA2993'RESIDENCE, 136.3 FEET WEST OF TELEPHONE PEDESTAL IN NORTHEAST CORNER
 EA2993'OF YARD AND 36.3 FEET NORTH-NORTHEAST OF 15 INCH SWEET GUM WITH
 EA2993'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2293 ***********************************************************************
 FB2293  DESIGNATION -  BRADLEY
 FB2293  PID         -  FB2293
 FB2293  STATE/COUNTY-  NC/JACKSON
 FB2293  USGS QUAD   -  WHITTIER (1978)
 FB2293
 FB2293                         *CURRENT SURVEY CONTROL
 FB2293  ___________________________________________________________________
 FB2293* NAD 83(2001)-  35 23 35.62563(N)    083 17 51.05410(W)     ADJUSTED  
 FB2293* NAVD 88     -       577.542  (meters)    1894.82   (feet)  ADJUSTED  
 FB2293  ___________________________________________________________________
 FB2293  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FB2293  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FB2293  DYNAMIC HT  -         576.933 (meters)    1892.82  (feet)  COMP
 FB2293  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 FB2293
 FB2293  HORZ ORDER  -  SECOND
 FB2293  VERT ORDER  -  FIRST     CLASS II
 FB2293
 FB2293.The horizontal coordinates were established by classical geodetic methods
 FB2293.and adjusted by the National Geodetic Survey in August 2005.
 FB2293
 FB2293.The orthometric height was determined by differential leveling
 FB2293.and adjusted in June 1991.
 FB2293
 FB2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2293
 FB2293.The geoid height was determined by GEOID03.
 FB2293
 FB2293.The dynamic height is computed by dividing the NAVD 88
 FB2293.geopotential number by the normal gravity value computed on the
 FB2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2293.degrees latitude (g = 980.6199 gals.).
 FB2293
 FB2293.The modeled gravity was interpolated from observed gravity values.
 FB2293
 FB2293;                    North         East     Units Scale Factor Converg.
 FB2293;SPC NC       -   190,732.312   219,345.485   MT  0.99987563   -2 28 49.4
 FB2293;SPC NC       -   625,760.93    719,635.98   sFT  0.99987563   -2 28 49.4
 FB2293;UTM  17      - 3,919,075.964   291,337.307   MT  1.00013660   -1 19 52.2
 FB2293
 FB2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2293!SPC NC       -   0.99991384  x   0.99987563  =   0.99978948
 FB2293!UTM  17      -   0.99991384  x   1.00013660  =   1.00005043
 FB2293
 FB2293                          SUPERSEDED SURVEY CONTROL
 FB2293
 FB2293  NAD 83(1995)-  35 23 35.62570(N)    083 17 51.05383(W) AD(       ) 2
 FB2293  NAD 83(1986)-  35 23 35.62998(N)    083 17 51.05969(W) AD(       ) 2
 FB2293  NGVD 29 (12/12/91)  577.571  (m)         1894.91   (f) ADJUSTED    1 2
 FB2293
 FB2293.Superseded values are not recommended for survey control.
 FB2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2293.See file dsdata.txt to determine how the superseded data were derived.
 FB2293
 FB2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9133719076(NAD 83)
 FB2293_MARKER: DE = TRAVERSE STATION DISK
 FB2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2293_SP_SET: CONCRETE POST
 FB2293_STAMPING: BRADLEY 1980
 FB2293_MARK LOGO: NCGS  
 FB2293_PROJECTION: RECESSED 6 CENTIMETERS
 FB2293_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2293+STABILITY: SURFACE MOTION
 FB2293
 FB2293  HISTORY     - Date     Condition        Report By
 FB2293  HISTORY     - 1980     MONUMENTED       NCGS
 FB2293  HISTORY     - 1983     GOOD             NGS
 FB2293
 FB2293                          STATION DESCRIPTION
 FB2293
 FB2293'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2293'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF DILLSBORO
 FB2293'AND 4.6 MILES SOUTHEAST OF WHITTIER.
 FB2293'
 FB2293'TO REACH THE STATION FROM THE US 19A-23 UNDERPASS OF US 23-441 NEAR
 FB2293'DILLSBORO, PROCEED WEST ALONG US 19A-441 FOR 3.5 MILES TO STATION ON
 FB2293'LEFT BY GUARD RAIL AND 0.55 MILE NORTHWEST OF SR 1390.
 FB2293'
 FB2293'STATION MARK IS A STANDARD DISK STAMPED---BRADLEY 1980---SET IN TOP OF
 FB2293'A 10 INCH CONCRETE CYLINDER 3 INCHES BELOW GROUND SURFACE.  THE MARK
 FB2293'IS 26.2 FEET SOUTHWEST OF CENTERLINE OF SOUTHWEST BOUND LANES, 4.6
 FB2293'FEET SOUTHWEST OF CENTERLINE OF GUARD RAIL, 49.8 FEET NORTHEAST OF
 FB2293'WOODEN FENCE POST WITH REFERENCE TAG, 72.7 FEET NORTHWEST OF SOUTH END
 FB2293'OF GUARD RAIL.
 FB2293
 FB2293                          STATION RECOVERY (1983)
 FB2293
 FB2293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2293'7.5 KM (4.7 MI) WEST FROM DILLSBORO.
 FB2293'2.2 KM (1.4 MI) WEST ALONG STATE HIGHWAY 1514 FROM THE INTERSECTION OF
 FB2293'U.S. HIGHWAYS 23, 441 AND BUSINESS 23 IN DILLSBORO, THENCE 5.3 KM
 FB2293'(3.3 MI) WEST ALONG U.S. HIGHWAYS 19A AND 441 TO THE MARK ON THE LEFT,
 FB2293'8.0 METERS (26.5 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 FB2293'LANE OF THE HIGHWAY, 22.0 METERS (72.5 FT) NORTHWEST OF THE END OF A
 FB2293'GUARDRAIL, 1.5 METERS (5.0 FT) SOUTHWEST OF A GUARDRAIL.
 FB2293'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 FB2293'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1130 ***********************************************************************
 EY1130  DESIGNATION -  BRADLEY
 EY1130  PID         -  EY1130
 EY1130  STATE/COUNTY-  NC/EDGECOMBE
 EY1130  USGS QUAD   -  HARTSEASE (1981)
 EY1130
 EY1130                         *CURRENT SURVEY CONTROL
 EY1130  ___________________________________________________________________
 EY1130* NAD 83(2001)-  35 56 36.63306(N)    077 43 16.17167(W)     ADJUSTED  
 EY1130* NAVD 88     -        30.967  (meters)     101.60   (feet)  ADJUSTED  
 EY1130  ___________________________________________________________________
 EY1130  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 EY1130  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 EY1130  DYNAMIC HT  -          30.941 (meters)     101.51  (feet)  COMP
 EY1130  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 EY1130
 EY1130  HORZ ORDER  -  SECOND
 EY1130  VERT ORDER  -  SECOND    CLASS I
 EY1130
 EY1130.The horizontal coordinates were established by classical geodetic methods
 EY1130.and adjusted by the National Geodetic Survey in August 2005.
 EY1130
 EY1130.The orthometric height was determined by differential leveling
 EY1130.and adjusted in June 1991.
 EY1130
 EY1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1130
 EY1130.The geoid height was determined by GEOID03.
 EY1130
 EY1130.The dynamic height is computed by dividing the NAVD 88
 EY1130.geopotential number by the normal gravity value computed on the
 EY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1130.degrees latitude (g = 980.6199 gals.).
 EY1130
 EY1130.The modeled gravity was interpolated from observed gravity values.
 EY1130
 EY1130;                    North         East     Units Scale Factor Converg.
 EY1130;SPC NC       -   244,076.066   724,978.940   MT  0.99994535   +0 44 17.2
 EY1130;SPC NC       -   800,772.89  2,378,535.07   sFT  0.99994535   +0 44 17.2
 EY1130;UTM  18      - 3,981,105.714   254,544.704   MT  1.00034244   -1 35 53.1
 EY1130
 EY1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1130!SPC NC       -   1.00000065  x   0.99994535  =   0.99994600
 EY1130!UTM  18      -   1.00000065  x   1.00034244  =   1.00034309
 EY1130
 EY1130:                Primary Azimuth Mark                     Grid Az
 EY1130:SPC NC       -  JASPER                                   089 05 24.5
 EY1130:UTM  18      -  JASPER                                   091 25 34.8
 EY1130
 EY1130|---------------------------------------------------------------------|
 EY1130| PID    Reference Object                     Distance      Geod. Az  |
 EY1130|                                                           dddmmss.s |
 EY1130| EY1129 JASPER                              APPROX. 1.0 KM 0894941.7 |
 EY1130|---------------------------------------------------------------------|
 EY1130
 EY1130                          SUPERSEDED SURVEY CONTROL
 EY1130
 EY1130  NAD 83(1986)-  35 56 36.63988(N)    077 43 16.18126(W) AD(       ) 2
 EY1130  NAD 27      -  35 56 36.08092(N)    077 43 17.26244(W) AD(       ) 2
 EY1130  NGVD 29 (??/??/92)   31.289  (m)          102.65   (f) ADJ UNCH    2 1
 EY1130
 EY1130.Superseded values are not recommended for survey control.
 EY1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1130.See file dsdata.txt to determine how the superseded data were derived.
 EY1130
 EY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5454581106(NAD 83)
 EY1130_MARKER: DD = SURVEY DISK
 EY1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1130_STAMPING: BRADLEY 1963
 EY1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1130+STABILITY: SURFACE MOTION
 EY1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1130+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 EY1130
 EY1130  HISTORY     - Date     Condition        Report By
 EY1130  HISTORY     - 1963     MONUMENTED       NCGS
 EY1130  HISTORY     - 1976     GOOD             NCGS
 EY1130  HISTORY     - 1985     GOOD             USPSQD
 EY1130  HISTORY     - 19990226 GOOD             USPSQD
 EY1130  HISTORY     - 20040623 GOOD             USPSQD
 EY1130  HISTORY     - 20060312 GOOD             USPSQD
 EY1130
 EY1130                          STATION DESCRIPTION
 EY1130
 EY1130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY1130'BRADLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1130'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY1130'
 EY1130'BRADLEY IS 4.2 MILES EAST OF THE CENTER OF ROCKY MOUNT, LOCATED
 EY1130'2.0 MILES EAST ALONG U.S. 64 FROM SR 1250, 0.6 MILES WEST OF
 EY1130'BRIDGE OVER BUCK CREEK ON U.S. 64, 0.3 MILES WEST OF INTERSECTION
 EY1130'OF SR 1226 AND U.S. 64 AND ON THE SOUTH SHOULDER OF U.S. 64.
 EY1130'
 EY1130'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1130'BRADLEY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1130'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1130'
 EY1130'MARK IS
 EY1130'
 EY1130'19.4 FT S OF C/L OF U.S. 64
 EY1130'
 EY1130'54.4 FT SW OF TP 163 WITH 3 LEAD NAILS
 EY1130'
 EY1130'102.2 FT WNW OF 3 LEAD NAILS IN PP 62
 EY1130'
 EY1130'143.6 FT ENE OF 3 LEAD NAILS IN PP 61
 EY1130
 EY1130                          STATION RECOVERY (1976)
 EY1130
 EY1130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1130'4.9 MI E FROM ROCKY MOUNT.
 EY1130'TO REACH STATION FROM INTERSECTION OF US 64 WITH SR 1250 (SPRINGFIELD
 EY1130'RD.) EAST OF ROCKY MOUNT, PROCEED EAST ALONG US 64 FOR 1.8 MILES TO
 EY1130'STATION ON RIGHT IN SHOULDER.  0.6 MILE WEST OF T INTERSECTION WITH SR
 EY1130'1226 (S).  19.1 FT. S CENTERLINE OF US 64, 54.1 FT. SW OF TP NO. 163
 EY1130'WITH ALUMINUM REF. TAG, 102.2 FT. WNW OF PP NO. 42 WITH ALUMINUM REF.
 EY1130'TAG AND 143.6 FT. E OF PP NO. 61 WITH ALUMINUM REF. TAG.  DISK IS SET
 EY1130'IN CONCRETE CYLINDER, 7 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1130
 EY1130                          STATION RECOVERY (1985)
 EY1130
 EY1130'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY1130'RECOVERED IN GOOD CONDITION.
 EY1130
 EY1130                          STATION RECOVERY (1999)
 EY1130
 EY1130'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY1130'RECOVERED IN GOOD CONDITION.
 EY1130
 EY1130                          STATION RECOVERY (2004)
 EY1130
 EY1130'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1130'RECOVERED IN GOOD CONDITION.
 EY1130
 EY1130                          STATION RECOVERY (2006)
 EY1130
 EY1130'RECOVERY NOTE BY US POWER SQUADRON 2006
 EY1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2923 ***********************************************************************
 FB2923  DESIGNATION -  BRADLEY
 FB2923  PID         -  FB2923
 FB2923  STATE/COUNTY-  NC/HENDERSON
 FB2923  USGS QUAD   -  CLIFFIELD MTN (1991)
 FB2923
 FB2923                         *CURRENT SURVEY CONTROL
 FB2923  ___________________________________________________________________
 FB2923* NAD 83(2001)-  35 20 25.63931(N)    082 19 46.20962(W)     ADJUSTED  
 FB2923* NAVD 88     -       833.0    (meters)    2733.     (feet)  VERT ANG  
 FB2923  ___________________________________________________________________
 FB2923  X           -     695,319.225 (meters)                     COMP
 FB2923  Y           -  -5,162,711.716 (meters)                     COMP
 FB2923  Z           -   3,669,206.729 (meters)                     COMP
 FB2923  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 FB2923  ELLIP HEIGHT-         801.940 (meters)          (11/17/00) ADJUSTED
 FB2923  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FB2923  HORZ ORDER  -  SECOND
 FB2923  ELLP ORDER  -  FOURTH    CLASS I
 FB2923
 FB2923.The horizontal coordinates were established by classical geodetic methods
 FB2923.and adjusted by the National Geodetic Survey in August 2005.
 FB2923
 FB2923.The orthometric height was determined by vertical angle observations.
 FB2923
 FB2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2923
 FB2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2923
 FB2923.The ellipsoidal height was determined by GPS observations
 FB2923.and is referenced to NAD 83.
 FB2923
 FB2923.The geoid height was determined by GEOID03.
 FB2923
 FB2923;                    North         East     Units Scale Factor Converg.
 FB2923;SPC NC       -   181,504.092   307,016.247   MT  0.99987379   -1 55 18.1
 FB2923;SPC NC       -   595,484.68  1,007,269.14   sFT  0.99987379   -1 55 18.1
 FB2923;UTM  17      - 3,911,610.235   379,181.705   MT  0.99977989   -0 46 08.8
 FB2923
 FB2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2923!SPC NC       -   0.99987414  x   0.99987379  =   0.99974795
 FB2923!UTM  17      -   0.99987414  x   0.99977989  =   0.99965406
 FB2923
 FB2923:                Primary Azimuth Mark                     Grid Az
 FB2923:SPC NC       -  SUGARLOAF MTN VOR SUGAR SUG              038 57 29.1
 FB2923:UTM  17      -  SUGARLOAF MTN VOR SUGAR SUG              037 48 19.8
 FB2923
 FB2923|---------------------------------------------------------------------|
 FB2923| PID    Reference Object                     Distance      Geod. Az  |
 FB2923|                                                           dddmmss.s |
 FB2923| FB2914 SUGARLOAF MTN VOR SUGAR SUG         APPROX. 9.2 KM 0370211.0 |
 FB2923|---------------------------------------------------------------------|
 FB2923
 FB2923                          SUPERSEDED SURVEY CONTROL
 FB2923
 FB2923  NAD 83(1986)-  35 20 25.64732(N)    082 19 46.20963(W) AD(       ) 2
 FB2923  NAD 27      -  35 20 25.22768(N)    082 19 46.79300(W) AD(       ) 2
 FB2923  NGVD 29 (07/19/86)  833.1    (m)         2733.     (f) VERT ANG    3  
 FB2923
 FB2923.Superseded values are not recommended for survey control.
 FB2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2923.See file dsdata.txt to determine how the superseded data were derived.
 FB2923
 FB2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7918211610(NAD 83)
 FB2923_MARKER: DE = TRAVERSE STATION DISK
 FB2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2923_STAMPING: BRADLEY 1975
 FB2923_MARK LOGO: NCGS  
 FB2923_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2923+STABILITY: SURFACE MOTION
 FB2923
 FB2923  HISTORY     - Date     Condition        Report By
 FB2923  HISTORY     - 1975     MONUMENTED       NCGS
 FB2923  HISTORY     - 19791010 GOOD             NCGS
 FB2923
 FB2923                          STATION DESCRIPTION
 FB2923
 FB2923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2923'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES EAST-SOUTHEAST OF BLUE
 FB2923'RIDGE COMMUNITY AND 7.5 MILES EAST-NORTHEAST OF HENDERSONVILLE.
 FB2923'
 FB2923'TO REACH STATION FROM THE INTERSECTION OF SR 1722, SR 1734 AND SR 1902
 FB2923'AT BLUE RIDGE COMMUNITY, PROCEED SOUTHEASTERLY ALONG SR 1734 FOR 1.4
 FB2923'MILES TO CROSSROAD INTERSECTION WITH SR 1525, THENCE PROCEED
 FB2923'NORTHEASTERLY ALONG SR 1525 FOR 0.6 MILE TO WARDS RESIDENCE DRIVEWAY
 FB2923'ON RIGHT, THENCE EASTERLY ALONG DRIVE FOR 0.6 MILE TO MILO WARD JR.
 FB2923'RESIDENCE (ROCK HOUSE) AND GATE AT REAR OF HOUSE, THENCE UP WESTERN
 FB2923'SLOPE OF BRADLEY MOUNTAIN ALONG WOODS ROAD FOR 1.05 MILES TO
 FB2923'NORTHERNMOST OF TWIN SUMMITS AND STATION.
 FB2923'
 FB2923'STATION MARK IS A STANDARD DISK, STAMPED---BRADLEY 1975---, SET IN THE
 FB2923'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2923'SURFACE.  MARK IS 15.0 FEET WEST-NORTHWEST OF 24 INCH LOCUST WITH
 FB2923'REFERENCE TAG, 19.2 FEET SOUTH OF 10 INCH OAK WITH REFERENCE TAG, 27.4
 FB2923'FEET SOUTHEAST OF 8 INCH OAK WITH REFERENCE TAG.
 FB2923
 FB2923                          STATION RECOVERY (1979)
 FB2923
 FB2923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FB2923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6639 ***********************************************************************
 EZ6639  DESIGNATION -  BRADLEY
 EZ6639  PID         -  EZ6639
 EZ6639  STATE/COUNTY-  NC/WAKE
 EZ6639  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6639
 EZ6639                         *CURRENT SURVEY CONTROL
 EZ6639  ___________________________________________________________________
 EZ6639* NAD 83(2001)-  35 33 10.52968(N)    078 48 39.64847(W)     ADJUSTED  
 EZ6639* NAVD 88     -       111.9    (meters)     367.     (feet)  VERTCON   
 EZ6639  ___________________________________________________________________
 EZ6639  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 EZ6639  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EZ6639  HORZ ORDER  -  SECOND
 EZ6639
 EZ6639.The horizontal coordinates were established by classical geodetic methods
 EZ6639.and adjusted by the National Geodetic Survey in August 2005.
 EZ6639
 EZ6639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6639
 EZ6639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6639
 EZ6639.The geoid height was determined by GEOID03.
 EZ6639
 EZ6639;                    North         East     Units Scale Factor Converg.
 EZ6639;SPC NC       -   200,015.986   626,734.641   MT  0.99988636   +0 06 32.7
 EZ6639;SPC NC       -   656,219.11  2,056,211.90   sFT  0.99988636   +0 06 32.7
 EZ6639;UTM  17      - 3,936,567.573   698,411.431   MT  1.00008515   +1 16 23.6
 EZ6639
 EZ6639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6639!SPC NC       -   0.99998758  x   0.99988636  =   0.99987394
 EZ6639!UTM  17      -   0.99998758  x   1.00008515  =   1.00007273
 EZ6639
 EZ6639                          SUPERSEDED SURVEY CONTROL
 EZ6639
 EZ6639  NAD 83(1986)-  35 33 10.52971(N)    078 48 39.65709(W) AD(       ) 2
 EZ6639  NGVD 29 (03/10/93)  112.1    (m)          368.     (f) VERT ANG    3  
 EZ6639
 EZ6639.Superseded values are not recommended for survey control.
 EZ6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6639.See file dsdata.txt to determine how the superseded data were derived.
 EZ6639
 EZ6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9841136568(NAD 83)
 EZ6639_MARKER: DE = TRAVERSE STATION DISK
 EZ6639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6639_SP_SET: CONCRETE POST
 EZ6639_STAMPING: BRADLEY 1983
 EZ6639_MARK LOGO: NCGS  
 EZ6639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6639+STABILITY: SURFACE MOTION
 EZ6639
 EZ6639  HISTORY     - Date     Condition        Report By
 EZ6639  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6639  HISTORY     - 20040408 MARK NOT FOUND   NCGS
 EZ6639
 EZ6639                          STATION DESCRIPTION
 EZ6639
 EZ6639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6639'STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI) SOUTH-SOUTHEAST OF
 EZ6639'FUQUAY VARINA .
 EZ6639'ALONG US 401 (MAIN ST), 3.8 KM (2.35 MI) SOUTH FROM INTERSECTION WITH
 EZ6639'NC 42 (ACADEMY ST), OR 200 METERS NORTH OF THE WAKE-HARNETT COUNTY
 EZ6639'LINE.
 EZ6639'THE STATION IS A STANDARD NCGS DISK STAMPED---BRADLEY 1983---, SET
 EZ6639'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED
 EZ6639'13 CM BELOW GROUND.  LOCATED 5.43 METERS (17.8 FT) NORTHWEST FROM THE
 EZ6639'CENTERLINE OF HIGHWAY, 77.4 METERS (254 FEET) SOUTHWEST OF SOUTHWEST
 EZ6639'END DRIVEWAY CULVERT, 2.1 METERS (6.9 FT) SOUTHEAST FROM A SPEED LIMIT
 EZ6639'SIGN POST WITH WITNESS SIGN, 25.76 METERS (84.5 FT) NORTHEAST FROM A
 EZ6639'POWER POLE WITH TRANSFORMER AND REFERENCE TAG, AND 34.56 METERS
 EZ6639'(113.4 FT) NORTHEAST FROM THE CENTERLINE OF GRAVEL DRIVE TO HOME.
 EZ6639'STATION IS LEVEL WITH HIGHWAY.
 EZ6639
 EZ6639                          STATION RECOVERY (2004)
 EZ6639
 EZ6639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ6639'NOT FOUND. BELIEVED LOST TO WATER LINE INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8042 ***********************************************************************
 AF8042  DESIGNATION -  BRADLEY
 AF8042  PID         -  AF8042
 AF8042  STATE/COUNTY-  NC/NASH
 AF8042  USGS QUAD   -  SPRING HOPE (1981)
 AF8042
 AF8042                         *CURRENT SURVEY CONTROL
 AF8042  ___________________________________________________________________
 AF8042* NAD 83(2007)-  35 53 33.27750(N)    078 05 21.45715(W)     ADJUSTED  
 AF8042* NAVD 88     -        70.2    (meters)     230.     (feet)  VERTCON   
 AF8042  ___________________________________________________________________
 AF8042  EPOCH DATE  -        2002.00
 AF8042  X           -   1,067,645.214 (meters)                     COMP
 AF8042  Y           -  -5,061,651.859 (meters)                     COMP
 AF8042  Z           -   3,718,563.095 (meters)                     COMP
 AF8042  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AF8042  ELLIP HEIGHT-          35.828 (meters)          (02/10/07) ADJUSTED
 AF8042  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AF8042
 AF8042  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8042  Type    PID    Designation                      North   East  Ellip
 AF8042  -------------------------------------------------------------------
 AF8042  NETWORK AF8042 BRADLEY                           1.06   0.78   2.82
 AF8042  -------------------------------------------------------------------
 AF8042
 AF8042.The horizontal coordinates were established by GPS observations
 AF8042.and adjusted by the National Geodetic Survey in February 2007.
 AF8042
 AF8042.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8042.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8042.The horizontal coordinates are valid at the epoch date displayed above.
 AF8042.The epoch date for horizontal control is a decimal equivalence
 AF8042.of Year/Month/Day.
 AF8042
 AF8042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8042
 AF8042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8042
 AF8042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8042
 AF8042.The ellipsoidal height was determined by GPS observations
 AF8042.and is referenced to NAD 83.
 AF8042
 AF8042.The geoid height was determined by GEOID03.
 AF8042
 AF8042;                    North         East     Units Scale Factor Converg.
 AF8042;SPC NC       -   238,059.058   691,818.583   MT  0.99993502   +0 31 32.3
 AF8042;SPC NC       -   781,032.09  2,269,741.47   sFT  0.99993502   +0 31 32.3
 AF8042;UTM  17      - 3,975,948.164   762,725.979   MT  1.00045062   +1 42 26.7
 AF8042
 AF8042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8042!SPC NC       -   0.99999438  x   0.99993502  =   0.99992940
 AF8042!UTM  17      -   0.99999438  x   1.00045062  =   1.00044499
 AF8042
 AF8042                          SUPERSEDED SURVEY CONTROL
 AF8042
 AF8042  NAD 83(2001)-  35 53 33.27771(N)    078 05 21.45714(W) AD(       ) 1
 AF8042  ELLIP H (03/13/03)   35.827  (m)                       GP(       ) 4 2
 AF8042  NAD 83(1986)-  35 53 33.28363(N)    078 05 21.46784(W) AD(       ) 1
 AF8042  NGVD 29 (06/05/98)   70.5    (m)          231.     (f) GPS OBS     3  
 AF8042
 AF8042.Superseded values are not recommended for survey control.
 AF8042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8042.See file dsdata.txt to determine how the superseded data were derived.
 AF8042
 AF8042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6272675948(NAD 83)
 AF8042_MARKER: DE = TRAVERSE STATION DISK
 AF8042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8042_STAMPING: BRADLEY 1983
 AF8042_MARK LOGO: NCGS  
 AF8042_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8042+STABILITY: SURFACE MOTION
 AF8042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8042+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AF8042
 AF8042  HISTORY     - Date     Condition        Report By
 AF8042  HISTORY     - 1983     MONUMENTED       NCGS
 AF8042
 AF8042                          STATION DESCRIPTION
 AF8042
 AF8042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8042'STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH-NORTHEAST OF FLOODS
 AF8042'CHAPEL CROSSROAD AND 6.3 KM (3.90 MI) SOUTH-SOUTHEAST OF SPRING
 AF8042'HOPE. ALONG NC 581 FOR 4.5 KM (2.80 MI) SOUTH FROM THE US 64 UNDERPASS
 AF8042'(SOUTHEAST OF SPRING HOPE), AT DRIVEWAY OF BRADLEYS TRAILER AND
 AF8042'EQUIPMENT COMPANY, IN NORTHEAST QUADRANT, OR 1.2 KM (0.75 MI) NORTH OF
 AF8042'THE CENTER OF THE TAR RIVER BRIDGE. MARK IS RECESSED 1 INCH BELOW
 AF8042'GROUND AND LEVEL WITH HIGHWAY. LOCATED 7.7 M (25.3 FT) EAST OF THE
 AF8042'CENTERLINE OF THE HIGHWAY, 32.1 M (105.3 FT) NORTHWEST OF THE
 AF8042'SOUTHWEST CORNER OF THE GARAGE, 23.8 M (78.1 FT) SOUTH OF THE
 AF8042'SOUTHWEST CORNER OF A BLOCK PUMP HOUSE, 2.2 M (7.2 FT) EAST-NORTHEAST
 AF8042'OF THE NORTH END OF THE GARAGE DRIVEWAY CULVERT, 15.9 M (52.2 FT)
 AF8042'NORTH OF THE SOUTH END OF THE DRIVEWAY CULVERT, AND 26.6 M (87.3 FT)
 AF8042'NORTHEAST OF A SERVICE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8632 ***********************************************************************
 DG8632  DESIGNATION -  BRADLEY
 DG8632  PID         -  DG8632
 DG8632  STATE/COUNTY-  NC/NEW HANOVER
 DG8632  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 DG8632
 DG8632                         *CURRENT SURVEY CONTROL
 DG8632  ___________________________________________________________________
 DG8632* NAD 83(2007)-  34 11 48.27338(N)    077 50 38.64102(W)     ADJUSTED  
 DG8632* NAVD 88     -         6.0    (meters)      20.     (feet)  GPS OBS   
 DG8632  ___________________________________________________________________
 DG8632  EPOCH DATE  -        2002.00
 DG8632  X           -   1,112,035.524 (meters)                     COMP
 DG8632  Y           -  -5,162,588.113 (meters)                     COMP
 DG8632  Z           -   3,564,500.537 (meters)                     COMP
 DG8632  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 DG8632  ELLIP HEIGHT-         -31.222 (meters)          (02/10/07) ADJUSTED
 DG8632  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 DG8632
 DG8632  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8632  Type    PID    Designation                      North   East  Ellip
 DG8632  -------------------------------------------------------------------
 DG8632  NETWORK DG8632 BRADLEY                           0.76   0.61   1.65
 DG8632  -------------------------------------------------------------------
 DG8632
 DG8632.The horizontal coordinates were established by GPS observations
 DG8632.and adjusted by the National Geodetic Survey in February 2007.
 DG8632
 DG8632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8632.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8632.The horizontal coordinates are valid at the epoch date displayed above.
 DG8632.The epoch date for horizontal control is a decimal equivalence
 DG8632.of Year/Month/Day.
 DG8632
 DG8632.The orthometric height was determined by GPS observations and a
 DG8632.high-resolution geoid model.
 DG8632
 DG8632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8632
 DG8632.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8632
 DG8632.The ellipsoidal height was determined by GPS observations
 DG8632.and is referenced to NAD 83.
 DG8632
 DG8632.The geoid height was determined by GEOID03.
 DG8632
 DG8632;                    North         East     Units Scale Factor Converg.
 DG8632;SPC NC       -    50,179.900   716,146.937   MT  1.00004063   +0 40 01.8
 DG8632;SPC NC       -   164,631.89  2,349,558.74   sFT  1.00004063   +0 40 01.8
 DG8632;UTM  18      - 3,787,628.327   237,923.700   MT  1.00044674   -1 35 57.8
 DG8632
 DG8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8632!SPC NC       -   1.00000490  x   1.00004063  =   1.00004553
 DG8632!UTM  18      -   1.00000490  x   1.00044674  =   1.00045164
 DG8632
 DG8632                          SUPERSEDED SURVEY CONTROL
 DG8632
 DG8632  NAD 83(1986)-  34 11 48.28533(N)    077 50 38.65377(W) AD(       ) 1
 DG8632  NAD 83(2001)-  34 11 48.27363(N)    077 50 38.64046(W) AD(       ) 1
 DG8632  ELLIP H (12/29/04)  -31.211  (m)                       GP(       ) 4 1
 DG8632
 DG8632.Superseded values are not recommended for survey control.
 DG8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8632.See file dsdata.txt to determine how the superseded data were derived.
 DG8632
 DG8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3792487628(NAD 83)
 DG8632_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG8632_SP_SET: SIDEWALK
 DG8632_STAMPING: BRADLEY 1994
 DG8632_MARK LOGO: NCGS  
 DG8632_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG8632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8632+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DG8632
 DG8632  HISTORY     - Date     Condition        Report By
 DG8632  HISTORY     - 1994     MONUMENTED       NCGS
 DG8632  HISTORY     - 20080819 GOOD             GEOCAC
 DG8632
 DG8632                          STATION DESCRIPTION
 DG8632
 DG8632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8632'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MASONBORO AND 6.3 MI
 DG8632'(10.1 KM) EAST-SOUTHEAST OF WILMINGTON.  ALONG GREENVILLE LOOP ROAD
 DG8632'FOR 1.15 MI (1.85 KM) SOUTHWEST FROM OLEANDER DRIVE INTERSECTION TO
 DG8632'BRADLEY CREEK ELEMENTARY SCHOOL ENTRANCE ROAD, IN THE SOUTHEAST
 DG8632'QUADRANT OF THE HANDICAP ACCESS RAMP.  MARK IS ABOUT LEVEL WITH THE
 DG8632'ROAD AND FLUSH WITH THE GROUND.  LOCATED 23.5 FT (7.2 M) NORTH OF THE
 DG8632'CENTERLINE OF THE ROAD, 66.8 FT (20.4 M) SOUTHWEST OF THE SOUTH END OF
 DG8632'BRADLEY CREEK ELEMENTARY SCHOOL SIGN, 17.6 FT (5.4 M) SOUTH OF THE
 DG8632'NORTH END OF A 24-INCH REINFORCED CONCRETE PIPE UNDER THE ROAD, 5.2 FT
 DG8632'(1.6 M) WEST-SOUTHWEST OF A STORM DRAIN, AND 49.4 FT (15.1 M) EAST OF
 DG8632'A 4-INCH TWIN GUM WITH A REFERENCE TAG.  A BRADLEY AZ MK WAS SET BUT
 DG8632'OBSERVATIONS WERE NOT DONE BEFORE THE MARKER WAS DESTROYED BY A NEW
 DG8632'DRIVEWAY CONNECTION.  NO NEW AZIMUTH MARKER WAS RESET.
 DG8632
 DG8632                          STATION RECOVERY (2008)
 DG8632
 DG8632'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DG8632'RECOVERED IN GOOD CONDITION AT THE EAST ENTRANCE TO THE SCHOOL CAMPUS.
 DG8632'THE CEMENT RAMP IS NOT IN USE BUT REMAINS INTACT. THE MARK IS 1 FOOT
 DG8632'NORTH OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8018 ***********************************************************************
 DK8018  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8018  DESIGNATION -  BRADLEY LOOP
 DK8018  PID         -  DK8018
 DK8018  STATE/COUNTY-  NC/JACKSON
 DK8018  USGS QUAD   -  WHITTIER (1978)
 DK8018
 DK8018                         *CURRENT SURVEY CONTROL
 DK8018  ___________________________________________________________________
 DK8018* NAD 83(2007)-  35 28 08.46974(N)    083 15 22.18010(W)     ADJUSTED  
 DK8018* NAVD 88     -       666.67   (meters)    2187.2    (feet)  GPS OBS   
 DK8018  ___________________________________________________________________
 DK8018  EPOCH DATE  -        2002.00
 DK8018  X           -     610,747.935 (meters)                     COMP
 DK8018  Y           -  -5,164,941.448 (meters)                     COMP
 DK8018  Z           -   3,680,739.364 (meters)                     COMP
 DK8018  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 DK8018  ELLIP HEIGHT-         638.111 (meters)          (01/21/09) ADJUSTED
 DK8018  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DK8018  HORZ ORDER  -  FIRST
 DK8018  ELLP ORDER  -  FOURTH    CLASS II
 DK8018
 DK8018.The horizontal coordinates were established by GPS observations
 DK8018.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8018
 DK8018.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8018.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8018.The horizontal coordinates are valid at the epoch date displayed above.
 DK8018.The epoch date for horizontal control is a decimal equivalence
 DK8018.of Year/Month/Day.
 DK8018
 DK8018.The orthometric height was determined by GPS observations and a
 DK8018.high-resolution geoid model.
 DK8018.The orthometric height was determined by GPS observations and a
 DK8018.high-resolution geoid model using precise GPS observation and
 DK8018.processing techniques.
 DK8018
 DK8018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8018
 DK8018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8018
 DK8018.The ellipsoidal height was determined by GPS observations
 DK8018.and is referenced to NAD 83.
 DK8018
 DK8018.The geoid height was determined by GEOID03.
 DK8018
 DK8018;                    North         East     Units Scale Factor Converg.
 DK8018;SPC NC       -   198,970.555   223,458.872   MT  0.99987975   -2 27 23.5
 DK8018;SPC NC       -   652,789.23    733,131.32   sFT  0.99987975   -2 27 23.5
 DK8018;UTM  17      - 3,927,397.041   295,285.789   MT  1.00011647   -1 18 34.6
 DK8018
 DK8018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8018!SPC NC       -   0.99989985  x   0.99987975  =   0.99977961
 DK8018!UTM  17      -   0.99989985  x   1.00011647  =   1.00001631
 DK8018
 DK8018:                Primary Azimuth Mark                     Grid Az
 DK8018:SPC NC       -  CLARA                                    142 14 35.9
 DK8018:UTM  17      -  CLARA                                    141 05 47.0
 DK8018
 DK8018|---------------------------------------------------------------------|
 DK8018| PID    Reference Object                     Distance      Geod. Az  |
 DK8018|                                                           dddmmss.s |
 DK8018| DK8022 CLARA                               446.955 METERS 1394712.4 |
 DK8018|---------------------------------------------------------------------|
 DK8018
 DK8018                          SUPERSEDED SURVEY CONTROL
 DK8018
 DK8018.No superseded survey control is available for this station.
 DK8018
 DK8018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9528627397(NAD 83)
 DK8018_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8018_STAMPING: BRADLEY LOOP 2003
 DK8018_MARK LOGO: NCGS  
 DK8018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8018+STABILITY: SURFACE MOTION
 DK8018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8018+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8018
 DK8018  HISTORY     - Date     Condition        Report By
 DK8018  HISTORY     - 2003     MONUMENTED       NCGS
 DK8018
 DK8018                          STATION DESCRIPTION
 DK8018
 DK8018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8018'STATION IS ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF SYLVA AND ABOUT
 DK8018'3.4 MI (5.5 KM) EAST OF CHEROKEE.
 DK8018' 
 DK8018'PROCEED ALONG US 19 FOR 1.0 MI (1.6 KM) EAST FROM US 441 (IN CHEROKEE
 DK8018'AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER) TO THE
 DK8018'INTERSECTION WITH US 441 BUSINESS.  CONTINUE EAST ON US 19 FOR 2.9 MI
 DK8018'(4.7 KM) TO THE INTERSECTION WITH ROUTE 460-BRADLEY LOOP ROAD AND
 DK8018'STATION IN THE SOUTHEAST QUADRANT.  MARK IS ABOUT 1.5-FT LOWER THAN US
 DK8018'19 AND IS RECESSED ABOUT 1 INCH (3 CM) BELOW THE GROUND.
 DK8018' 
 DK8018'LOCATED 40.5 FT (12.3 M) SOUTH OF THE CENTERLINE OF US 19, 86.5 FT
 DK8018'(26.4 M) EAST-NORTHEAST OF THE CENTERLINE OF ROUTE 460, 93.0 FT (28.3
 DK8018'M) SOUTHWEST OF THE CENTERLINE OF THE EASTERN INTERSECTION OF ROUTE
 DK8018'460 AND US 19, 113.5 FT (34.6 M) SOUTHWEST AND ACROSS THE ROAD FROM A
 DK8018'FIRE HYDRANT, 149.3 FT (45.5 M) NORTH OF THE NORTHEAST CORNER OF A
 DK8018'SINGLE STORY HOUSE--AND 99.80 FT (30.42 M) WEST OF A POWER POLE AND
 DK8018'LIGHT, 71.6 FT (21.8 M) WEST-NORTHWEST OF A POWER POLE--BOTH WITH
 DK8018'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0985 ***********************************************************************
 EA0985  DESIGNATION -  BRADSHAW
 EA0985  PID         -  EA0985
 EA0985  STATE/COUNTY-  NC/PENDER
 EA0985  USGS QUAD   -  BURGAW (1988)
 EA0985
 EA0985                         *CURRENT SURVEY CONTROL
 EA0985  ___________________________________________________________________
 EA0985* NAD 83(2001)-  34 35 48.90330(N)    077 52 37.08316(W)     ADJUSTED  
 EA0985* NAVD 88     -         6.551  (meters)      21.49   (feet)  ADJUSTED  
 EA0985  ___________________________________________________________________
 EA0985  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 EA0985  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 EA0985  DYNAMIC HT  -           6.544 (meters)      21.47  (feet)  COMP
 EA0985  MODELED GRAV-     979,674.8   (mgal)                       NAVD 88
 EA0985
 EA0985  HORZ ORDER  -  SECOND
 EA0985  VERT ORDER  -  SECOND    CLASS II
 EA0985
 EA0985.The horizontal coordinates were established by classical geodetic methods
 EA0985.and adjusted by the National Geodetic Survey in August 2005.
 EA0985
 EA0985.The orthometric height was determined by differential leveling
 EA0985.and adjusted in June 1991.
 EA0985
 EA0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0985
 EA0985.The geoid height was determined by GEOID03.
 EA0985
 EA0985.The dynamic height is computed by dividing the NAVD 88
 EA0985.geopotential number by the normal gravity value computed on the
 EA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0985.degrees latitude (g = 980.6199 gals.).
 EA0985
 EA0985.The modeled gravity was interpolated from observed gravity values.
 EA0985
 EA0985;                    North         East     Units Scale Factor Converg.
 EA0985;SPC NC       -    94,532.825   712,612.350   MT  0.99993743   +0 38 53.5
 EA0985;SPC NC       -   310,146.44  2,337,962.35   sFT  0.99993743   +0 38 53.5
 EA0985;UTM  18      - 3,832,107.370   236,151.372   MT  1.00045816   -1 38 04.1
 EA0985
 EA0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0985!SPC NC       -   1.00000470  x   0.99993743  =   0.99994213
 EA0985!UTM  18      -   1.00000470  x   1.00045816  =   1.00046287
 EA0985
 EA0985:                Primary Azimuth Mark                     Grid Az
 EA0985:SPC NC       -  BERRY                                    041 26 51.1
 EA0985:UTM  18      -  BERRY                                    043 43 48.7
 EA0985
 EA0985|---------------------------------------------------------------------|
 EA0985| PID    Reference Object                     Distance      Geod. Az  |
 EA0985|                                                           dddmmss.s |
 EA0985| EA0986 BERRY                               APPROX. 1.0 KM 0420544.6 |
 EA0985|---------------------------------------------------------------------|
 EA0985
 EA0985                          SUPERSEDED SURVEY CONTROL
 EA0985
 EA0985  NAD 83(1986)-  34 35 48.91063(N)    077 52 37.09865(W) AD(       ) 2
 EA0985  NAD 27      -  34 35 48.31459(N)    077 52 38.14228(W) AD(       ) 2
 EA0985  NGVD 29 (??/??/92)    6.845  (m)           22.46   (f) ADJ UNCH    2 2
 EA0985
 EA0985.Superseded values are not recommended for survey control.
 EA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0985.See file dsdata.txt to determine how the superseded data were derived.
 EA0985
 EA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3615132107(NAD 83)
 EA0985_MARKER: DD = SURVEY DISK
 EA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0985_STAMPING: BRADSHAW 1974
 EA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0985+STABILITY: SURFACE MOTION
 EA0985
 EA0985  HISTORY     - Date     Condition        Report By
 EA0985  HISTORY     - 1974     MONUMENTED       NCGS
 EA0985  HISTORY     - 1975     GOOD             NCGS
 EA0985
 EA0985                          STATION DESCRIPTION
 EA0985
 EA0985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0985'BRADSHAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0985'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0985'
 EA0985'BRADSHAW IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF
 EA0985'BURGAW.  TO REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS
 EA0985'WITH NC 53 AT NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC
 EA0985'53 FOR 3.75 MILES TO STATION ON RIGHT NEAR THE BRADSHAW MAILBOX,
 EA0985'ON THE SECOND ROW FROM THE EAST OF SEVERAL ROWS OF PINE TREES,
 EA0985'0.15 MILE SOUTHWEST OF A BRIDGE OVER CAPE FEAR RIVER, AND 0.25
 EA0985'MILE NORTHEAST OF INTERSECTION WITH SR 1512.
 EA0985'
 EA0985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0985'BRADSHAW 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0985'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0985'
 EA0985'MARK IS 39.1 FT SE OF C/L OF NC 53
 EA0985'
 EA0985'14.3 FT S OF TELEPHONE PEDESTAL
 EA0985'
 EA0985'6.0 FT SE OF 6 INCH PINE WITH ALUMINUM REF. TAG
 EA0985'
 EA0985'16.1 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG
 EA0985'
 EA0985'20.1 FT SE OF MAILBOX POST WITH ALUMINUM REF. TAG
 EA0985'
 EA0985'105.9 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG
 EA0985
 EA0985                          STATION RECOVERY (1975)
 EA0985
 EA0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0985'4.1 MI NE FROM BURGAW.
 EA0985'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0985'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 3.75 MILES
 EA0985'TO STATION ON RIGHT NEAR THE BRADSHAW MAILBOX, ON THE SECOND ROW FROM
 EA0985'THE EAST OF SEVERAL ROWS OF PINE TREES, 0.15 MILE SOUTHWEST OF A
 EA0985'BRIDGE OVER CAPE FEAR RIVER, AND 0.25 MILE NORTHEAST OF INTERSECTION
 EA0985'WITH SR 1512.  39.1 FT. SE OF C/L OF NC 53, 14.3 FT. S OF TELEPHONE
 EA0985'PEDESTAL, 6.0 FT. SE OF 6 INCH PINE WITH ALUMINUM REF. TAG, 16.1 FT. E
 EA0985'OF 6 INCH PINE WITH ALUMINUM REF. TAG, 20.1 FT. SE OF MAILBOX POST
 EA0985'WITH ALUMINUM REF. TAG, AND 105.9 FT. SW OF 12 INCH PINE WITH ALUMINUM
 EA0985'REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3012 ***********************************************************************
 FA3012  DESIGNATION -  BRADSHAW
 FA3012  PID         -  FA3012
 FA3012  STATE/COUNTY-  NC/CATAWBA
 FA3012  USGS QUAD   -  LONGVIEW (1993)
 FA3012
 FA3012                         *CURRENT SURVEY CONTROL
 FA3012  ___________________________________________________________________
 FA3012* NAD 83(2001)-  35 39 39.21384(N)    081 25 37.62916(W)     ADJUSTED  
 FA3012* NAVD 88     -       416.2    (meters)    1365.     (feet)  VERTCON   
 FA3012  ___________________________________________________________________
 FA3012  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 FA3012  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 FA3012  HORZ ORDER  -  SECOND
 FA3012
 FA3012.The horizontal coordinates were established by classical geodetic methods
 FA3012.and adjusted by the National Geodetic Survey in August 2005.
 FA3012
 FA3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3012
 FA3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3012
 FA3012.The geoid height was determined by GEOID03.
 FA3012
 FA3012;                    North         East     Units Scale Factor Converg.
 FA3012;SPC NC       -   214,663.852   389,874.470   MT  0.99989801   -1 24 03.1
 FA3012;SPC NC       -   704,276.32  1,279,113.16   sFT  0.99989801   -1 24 03.1
 FA3012;UTM  17      - 3,946,421.572   461,340.517   MT  0.99961842   -0 14 56.4
 FA3012
 FA3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3012!SPC NC       -   0.99993971  x   0.99989801  =   0.99983773
 FA3012!UTM  17      -   0.99993971  x   0.99961842  =   0.99955815
 FA3012
 FA3012:                Primary Azimuth Mark                     Grid Az
 FA3012:SPC NC       -  DOUG                                     285 33 34.7
 FA3012:UTM  17      -  DOUG                                     284 24 28.0
 FA3012
 FA3012|---------------------------------------------------------------------|
 FA3012| PID    Reference Object                     Distance      Geod. Az  |
 FA3012|                                                           dddmmss.s |
 FA3012| FA3015 DOUG                                APPROX. 2.0 KM 2840931.6 |
 FA3012|---------------------------------------------------------------------|
 FA3012
 FA3012                          SUPERSEDED SURVEY CONTROL
 FA3012
 FA3012  NAD 83(1986)-  35 39 39.22261(N)    081 25 37.62811(W) AD(       ) 2
 FA3012  NAD 27      -  35 39 38.73606(N)    081 25 38.30989(W) AD(       ) 2
 FA3012  NGVD 29 (07/19/86)  416.4    (m)         1366.     (f) VERT ANG    3  
 FA3012
 FA3012.Superseded values are not recommended for survey control.
 FA3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3012.See file dsdata.txt to determine how the superseded data were derived.
 FA3012
 FA3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6134146422(NAD 83)
 FA3012_MARKER: DE = TRAVERSE STATION DISK
 FA3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3012+STABILITY: SURFACE MOTION
 FA3012
 FA3012  HISTORY     - Date     Condition        Report By
 FA3012  HISTORY     - 1969     MONUMENTED       NCGS
 FA3012  HISTORY     - 1975     GOOD             NGS
 FA3012  HISTORY     - 19880101 MARK NOT FOUND   NCGS
 FA3012  HISTORY     - 19950715 GOOD             USPSQD
 FA3012
 FA3012                          STATION DESCRIPTION
 FA3012
 FA3012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3012'BRADSHAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA3012'ESTABLISHED IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3012'
 FA3012'BRADSHAW IS LOCATED APPROXIMATELY 6.9 MILES SOUTHWEST OF
 FA3012'HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF SR
 FA3012'1124 AND SR 1002 IN WESTERN CATAWBA COUNTY, GO SOUTH ON SR 1002
 FA3012'FOR 0.5 MILE TO STATION ON LEFT, IN SOUTHEAST CORNER OF LARGE
 FA3012'YARD OWNED BY MR. SIGMON, AND ACROSS FROM ENTRANCE TO A. H.
 FA3012'BRADSHAW DAIRY.
 FA3012'
 FA3012'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3012'BRADSHAW 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA3012'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3012'
 FA3012'MARK IS
 FA3012'
 FA3012'24.3 FT E OF C/L OF SR 1002
 FA3012'
 FA3012'57.0 FT N OF TP
 FA3012'
 FA3012'117.2 FT E OF PP
 FA3012'
 FA3012'61.6 FT SE OF ENTRANCE TO A. H. BRADSHAW DAIRY
 FA3012
 FA3012                          STATION RECOVERY (1975)
 FA3012
 FA3012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWC)
 FA3012'CONDITION--GOOD
 FA3012
 FA3012                          STATION RECOVERY (1988)
 FA3012
 FA3012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA3012'THE STATION MARK MAY BE LOST OR PROBABLY DESTROYED DUE TO THE BANK
 FA3012'HAVING BEEN GRADED.
 FA3012
 FA3012                          STATION RECOVERY (1995)
 FA3012
 FA3012'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4574 ***********************************************************************
 EZ4574  DESIGNATION -  BRADSHAW
 EZ4574  PID         -  EZ4574
 EZ4574  STATE/COUNTY-  NC/SAMPSON
 EZ4574  USGS QUAD   -  CLINTON NORTH (1986)
 EZ4574
 EZ4574                         *CURRENT SURVEY CONTROL
 EZ4574  ___________________________________________________________________
 EZ4574* NAD 83(2001)-  35 00 42.64647(N)    078 19 11.79279(W)     ADJUSTED  
 EZ4574* NAVD 88     -        46.3    (meters)     152.     (feet)  VERTCON   
 EZ4574  ___________________________________________________________________
 EZ4574  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 EZ4574  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 EZ4574  HORZ ORDER  -  SECOND
 EZ4574
 EZ4574.The horizontal coordinates were established by classical geodetic methods
 EZ4574.and adjusted by the National Geodetic Survey in August 2005.
 EZ4574
 EZ4574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4574
 EZ4574.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4574
 EZ4574.The geoid height was determined by GEOID03.
 EZ4574
 EZ4574;                    North         East     Units Scale Factor Converg.
 EZ4574;SPC NC       -   140,189.301   671,665.628   MT  0.99988131   +0 23 33.0
 EZ4574;SPC NC       -   459,937.73  2,203,622.98   sFT  0.99988131   +0 23 33.0
 EZ4574;UTM  17      - 3,877,639.800   744,555.152   MT  1.00033716   +1 32 18.4
 EZ4574
 EZ4574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4574!SPC NC       -   0.99999816  x   0.99988131  =   0.99987947
 EZ4574!UTM  17      -   0.99999816  x   1.00033716  =   1.00033532
 EZ4574
 EZ4574:                Primary Azimuth Mark                     Grid Az
 EZ4574:SPC NC       -  TRACTOR                                  132 02 58.4
 EZ4574:UTM  17      -  TRACTOR                                  130 54 13.0
 EZ4574
 EZ4574|---------------------------------------------------------------------|
 EZ4574| PID    Reference Object                     Distance      Geod. Az  |
 EZ4574|                                                           dddmmss.s |
 EZ4574| EZ4576 TRACTOR                             APPROX. 0.9 KM 1322631.4 |
 EZ4574|---------------------------------------------------------------------|
 EZ4574
 EZ4574                          SUPERSEDED SURVEY CONTROL
 EZ4574
 EZ4574  NAD 83(1986)-  35 00 42.65844(N)    078 19 11.80533(W) AD(       ) 2
 EZ4574  NAD 27      -  35 00 42.05821(N)    078 19 12.81287(W) AD(       ) 2
 EZ4574  NGVD 29 (07/19/86)   46.6    (m)          153.     (f) VERT ANG    3  
 EZ4574
 EZ4574.Superseded values are not recommended for survey control.
 EZ4574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4574.See file dsdata.txt to determine how the superseded data were derived.
 EZ4574
 EZ4574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4455577640(NAD 83)
 EZ4574_MARKER: DE = TRAVERSE STATION DISK
 EZ4574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4574_STAMPING: BRADSHAW 1973
 EZ4574_MARK LOGO: NCGS  
 EZ4574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4574+STABILITY: SURFACE MOTION
 EZ4574
 EZ4574  HISTORY     - Date     Condition        Report By
 EZ4574  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4574
 EZ4574                          STATION DESCRIPTION
 EZ4574
 EZ4574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4574'BRADSHAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4574'THE VICINITY OF CLINTON, NORTH CAROLINA.
 EZ4574'
 EZ4574'BRADSHAW IS LOCATED IN NORTHERN EDGE OF CLINTON.  TO REACH STATION
 EZ4574'FROM THE INTERSECTION OF US 701 (NORTHEAST BLVD.) AND NC 403 (FAISON
 EZ4574'ROAD) IN CLINTON, PROCEED NW ALONG US 701 FOR 0.65 MILES TO
 EZ4574'INTERSECTION WITH WILSON STREET AND STATION APPROXIMATELY 60 FEET
 EZ4574'SOUTH OF INTERSECTION ON EAST SIDE OF A BLOCK HOUSE ADJACENT TO
 EZ4574'BRADSHAW BI-RITE STORE.
 EZ4574'
 EZ4574'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4574'BRADSHAW 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4574'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4574'
 EZ4574'MARK IS
 EZ4574'38.9 FEET SW OF C/L OF US 701.
 EZ4574'27.1 FEET S OF C/L OF MANHOLE.
 EZ4574'13.4 FEET WSW OF C/L OF SOUTH END OF STORE ENTRANCE HEADWALL.
 EZ4574'25.3 FEET NE OF SE CORNER OF CONCRETE BLOCK HOUSE.
 EZ4574'14.4 FEET E OF CONCRETE BASE OF SIGN.
 EZ4574'18.1 FEET E OF POWER SERVICE POLE W/ALUMINUM REF. TAG.
 EZ4574'03.3 FEET S OF 1-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2381 ***********************************************************************
 FY2381  DESIGNATION -  BRADSHER
 FY2381  PID         -  FY2381
 FY2381  STATE/COUNTY-  NC/PERSON
 FY2381  USGS QUAD   -  OLIVE HILL (1994)
 FY2381
 FY2381                         *CURRENT SURVEY CONTROL
 FY2381  ___________________________________________________________________
 FY2381* NAD 83(2001)-  36 22 50.55237(N)    079 04 13.61146(W)     ADJUSTED  
 FY2381* NAVD 88     -       190.646  (meters)     625.48   (feet)  ADJUSTED  
 FY2381  ___________________________________________________________________
 FY2381  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 FY2381  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY2381  DYNAMIC HT  -         190.496 (meters)     624.99  (feet)  COMP
 FY2381  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 FY2381
 FY2381  HORZ ORDER  -  SECOND
 FY2381  VERT ORDER  -  FIRST     CLASS II
 FY2381
 FY2381.The horizontal coordinates were established by classical geodetic methods
 FY2381.and adjusted by the National Geodetic Survey in August 2005.
 FY2381
 FY2381.The orthometric height was determined by differential leveling
 FY2381.and adjusted in June 1991.
 FY2381
 FY2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2381
 FY2381.The geoid height was determined by GEOID03.
 FY2381
 FY2381.The dynamic height is computed by dividing the NAVD 88
 FY2381.geopotential number by the normal gravity value computed on the
 FY2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2381.degrees latitude (g = 980.6199 gals.).
 FY2381
 FY2381.The modeled gravity was interpolated from observed gravity values.
 FY2381
 FY2381;                    North         East     Units Scale Factor Converg.
 FY2381;SPC NC       -   291,847.753   603,279.650   MT  1.00006677   -0 02 26.4
 FY2381;SPC NC       -   957,503.84  1,979,259.99   sFT  1.00006677   -0 02 26.4
 FY2381;UTM  17      - 4,027,905.006   673,076.047   MT  0.99996908   +1 08 41.3
 FY2381
 FY2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2381!SPC NC       -   0.99997494  x   1.00006677  =   1.00004170
 FY2381!UTM  17      -   0.99997494  x   0.99996908  =   0.99994402
 FY2381
 FY2381:                Primary Azimuth Mark                     Grid Az
 FY2381:SPC NC       -  MABLE                                    055 12 29.5
 FY2381:UTM  17      -  MABLE                                    054 01 21.8
 FY2381
 FY2381|---------------------------------------------------------------------|
 FY2381| PID    Reference Object                     Distance      Geod. Az  |
 FY2381|                                                           dddmmss.s |
 FY2381| FY2383 MABLE                               APPROX. 1.3 KM 0551003.1 |
 FY2381| FY2380 BOB                                 362.754 METERS 24508     |
 FY2381|---------------------------------------------------------------------|
 FY2381
 FY2381                          SUPERSEDED SURVEY CONTROL
 FY2381
 FY2381  NAD 83(1993)-  36 22 50.55295(N)    079 04 13.61361(W) AD(       ) 2
 FY2381  NAD 83(1986)-  36 22 50.55584(N)    079 04 13.61823(W) AD(       ) 2
 FY2381  NAD 27      -  36 22 50.04193(N)    079 04 14.56816(W) AD(       ) 2
 FY2381  NGVD 29 (03/05/92)  190.894  (m)          626.29   (f) ADJUSTED    1 2
 FY2381
 FY2381.Superseded values are not recommended for survey control.
 FY2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2381.See file dsdata.txt to determine how the superseded data were derived.
 FY2381
 FY2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7307627905(NAD 83)
 FY2381_MARKER: DE = TRAVERSE STATION DISK
 FY2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2381_SP_SET: CONCRETE POST
 FY2381_STAMPING: BRADSHER 1976
 FY2381_MARK LOGO: NCGS  
 FY2381_PROJECTION: RECESSED 10 CENTIMETERS
 FY2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2381+STABILITY: SURFACE MOTION
 FY2381
 FY2381  HISTORY     - Date     Condition        Report By
 FY2381  HISTORY     - 1976     MONUMENTED       NCGS
 FY2381  HISTORY     - 1982     GOOD             NCGS
 FY2381  HISTORY     - 1985     GOOD             USPSQD
 FY2381
 FY2381                          STATION DESCRIPTION
 FY2381
 FY2381'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2381'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES WEST OF ROXBORO.
 FY2381'
 FY2381'TO REACH THE STATION FROM THE INTERSECTION OF NC 49 WITH US 158 AT THE
 FY2381'SOUTHWEST EDGE OF ROXBORO, PROCEED WEST ALONG US 158 FOR 4.1 MILE TO
 FY2381'STATION ON THE LEFT IN SHOULDER, ON THE PROLONGATION OF THE WEST SIDE
 FY2381'OF FRANK BRADSHERS BRICK HOUSE, ACROSS HIGHWAY AND 0.25 MILE EAST OF
 FY2381'SR 1159 (SOUTH).
 FY2381'
 FY2381'STATION MARK IS A STANDARD DISK STAMPED---BRADSHER 1976--- SET IN THE
 FY2381'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND
 FY2381'SURFACE.  THE MARK IS 14.7 FEET SOUTHEAST OF THE CENTERLINE OF US 158,
 FY2381'55.0 FEET SOUTH-SOUTHWEST OF THE WEST END OF CULVERT UNDER BRADSHER
 FY2381'DRIVEWAY, 90.6 FEET WEST-SOUTHWEST OF WEST END OF CULVERT ON SOUTH
 FY2381'SIDE OF HIGHWAY, 64.2 FEET EAST OF SOUTH END OF METAL FENCE AND 39.3
 FY2381'FEET NORTH-NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 FY2381
 FY2381                          STATION RECOVERY (1982)
 FY2381
 FY2381'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2381'5.0 MI WEST FROM ROXBORO.
 FY2381'ALONG US 158, 4.1 MILES WEST OF INTERSECTION OF NC 49 WITH US 158
 FY2381'IN THE SOUTHWEST EDGE OF ROXBORO, IN SHOULDER, ON THE PROLONGATION
 FY2381'OF THE WEST SIDE OF FRANK BRADSHERS BRICK HOUSE ACROSS HIGHWAY, AND
 FY2381'0.25 MILE EAST OF SR 1159 (SOUTH), 14.7 FEET SOUTHEAST OF THE
 FY2381'CENTERLINE OF US 158, 55.0 FEET SOUTH-SOUTHWEST OF WEST END OF
 FY2381'CULVERT UNDER BRADSHERS DRIVEWAY, 90.6 FEET WEST-SOUTHWEST OF WEST
 FY2381'END OF CULVERT ON SOUTH SIDE OF HIGHWAY, 64.2 FEET EAST OF SOUTH
 FY2381'END OF METAL FENCE AND 30.3 FEET NORTH-NORTHWEST OF POWER POLE
 FY2381'WITH REFERENCE TAG.
 FY2381'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2381
 FY2381                          STATION RECOVERY (1985)
 FY2381
 FY2381'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2632 ***********************************************************************
 FY2632  DESIGNATION -  BRADSHER
 FY2632  PID         -  FY2632
 FY2632  STATE/COUNTY-  NC/FRANKLIN
 FY2632  USGS QUAD   -  INGLESIDE (1979)
 FY2632
 FY2632                         *CURRENT SURVEY CONTROL
 FY2632  ___________________________________________________________________
 FY2632* NAD 83(2001)-  36 11 53.76201(N)    078 17 45.52861(W)     ADJUSTED  
 FY2632* NAVD 88     -       126.3    (meters)     414.     (feet)  VERTCON   
 FY2632  ___________________________________________________________________
 FY2632  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 FY2632  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 FY2632  HORZ ORDER  -  SECOND
 FY2632
 FY2632.The horizontal coordinates were established by classical geodetic methods
 FY2632.and adjusted by the National Geodetic Survey in August 2005.
 FY2632
 FY2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2632
 FY2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2632
 FY2632.The geoid height was determined by GEOID03.
 FY2632
 FY2632;                    North         East     Units Scale Factor Converg.
 FY2632;SPC NC       -   271,824.748   672,919.012   MT  1.00000897   +0 24 22.8
 FY2632;SPC NC       -   891,811.69  2,207,735.13   sFT  1.00000897   +0 24 22.8
 FY2632;UTM  17      - 4,009,329.164   743,122.924   MT  1.00032836   +1 35 51.8
 FY2632
 FY2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2632!SPC NC       -   0.99998540  x   1.00000897  =   0.99999437
 FY2632!UTM  17      -   0.99998540  x   1.00032836  =   1.00031376
 FY2632
 FY2632:                Primary Azimuth Mark                     Grid Az
 FY2632:SPC NC       -  EUGENE                                   182 23 03.1
 FY2632:UTM  17      -  EUGENE                                   181 11 34.1
 FY2632
 FY2632|---------------------------------------------------------------------|
 FY2632| PID    Reference Object                     Distance      Geod. Az  |
 FY2632|                                                           dddmmss.s |
 FY2632| FY2636 EUGENE                              APPROX. 1.0 KM 1824725.9 |
 FY2632|---------------------------------------------------------------------|
 FY2632
 FY2632                          SUPERSEDED SURVEY CONTROL
 FY2632
 FY2632  NAD 83(1993)-  36 11 53.76502(N)    078 17 45.53524(W) AD(       ) 2
 FY2632  NAD 83(1986)-  36 11 53.76410(N)    078 17 45.54056(W) AD(       ) 2
 FY2632  NAD 27      -  36 11 53.22596(N)    078 17 46.55978(W) AD(       ) 2
 FY2632  NGVD 29 (07/19/86)  126.6    (m)          415.     (f) VERT ANG    3  
 FY2632
 FY2632.Superseded values are not recommended for survey control.
 FY2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2632.See file dsdata.txt to determine how the superseded data were derived.
 FY2632
 FY2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4312309329(NAD 83)
 FY2632_MARKER: DE = TRAVERSE STATION DISK
 FY2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2632_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2632+STABILITY: SURFACE MOTION
 FY2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2632+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 FY2632
 FY2632  HISTORY     - Date     Condition        Report By
 FY2632  HISTORY     - 1976     MONUMENTED       NCGS
 FY2632  HISTORY     - 1985     GOOD             USPSQD
 FY2632  HISTORY     - 1987     GOOD             USPSQD
 FY2632  HISTORY     - 1987     GOOD             USPSQD
 FY2632  HISTORY     - 20050812 GOOD             USPSQD
 FY2632
 FY2632                          STATION DESCRIPTION
 FY2632
 FY2632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2632'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FY2632'APPROXIMATELY 1.5 MILES NORTH OF INGLESIDE AND 6.8 MILES NORTH OF
 FY2632'LOUISBURG, NORTH CAROLINA.
 FY2632'
 FY2632'TO REACH STATION FROM THE JUNCTION OF NC 39 WITH US 401 AT INGLESIDE,
 FY2632'PROCEED NORTH ALONG NC 39 FOR 1.5 MILES TO STATION ON THE RIGHT,
 FY2632'APPROXIMATELY 150 FEET EAST-NORTHEAST OF R. L. BRADSHERS LARGE ONE
 FY2632'STORY WHITE FRAME RESIDENCE, 0.05 MILE NORTH OF THE  T INTERSECTION
 FY2632'WITH SR 1413 (E).
 FY2632'
 FY2632'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BRADSHER 1976---, SET
 FY2632'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FY2632'GROUND SURFACE. MARK IS 40.5 FEET EAST OF THE CENTERLINE OF NC 39,
 FY2632'117.1 FEET NORTHEAST OF THE CENTER OF TOP OF NORTH END OF CONCRETE
 FY2632'CULVERT UNDER SOUTHERNMOST DRIVEWAY, 96.9 FEET EAST-NORTHEAST OF
 FY2632'NORTHEAST CORNER OF BLOCK PUMP HOUSE, 42.4 FEET WEST-NORTHWEST OF
 FY2632'POWER POLE NO. 407 WITH ALUMINUM TAG, 64.0 FEET SOUTH OF TELEPHONE
 FY2632'POLE NO. 314 WITH ALUMINUM TAG AND 155.9 FEET NORTH OF TELEPHONE POLE
 FY2632'NO 315 WITH PEDESTAL AND ALUMINUM TAG.
 FY2632
 FY2632                          STATION RECOVERY (1985)
 FY2632
 FY2632'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2632'RECOVERED IN GOOD CONDITION.
 FY2632
 FY2632                          STATION RECOVERY (1987)
 FY2632
 FY2632'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2632'RECOVERED IN GOOD CONDITION.
 FY2632
 FY2632                          STATION RECOVERY (1987)
 FY2632
 FY2632'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY2632'RECOVERED IN GOOD CONDITION.
 FY2632
 FY2632                          STATION RECOVERY (2005)
 FY2632
 FY2632'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2632'N 36 11.896
 FY2632'W 078 17.759
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1664 ***********************************************************************
 EZ1664  DESIGNATION -  BRADY
 EZ1664  PID         -  EZ1664
 EZ1664  STATE/COUNTY-  NC/RANDOLPH
 EZ1664  USGS QUAD   -  RAMSEUR (1980)
 EZ1664
 EZ1664                         *CURRENT SURVEY CONTROL
 EZ1664  ___________________________________________________________________
 EZ1664* NAD 83(2001)-  35 44 15.86005(N)    079 39 18.71873(W)     ADJUSTED  
 EZ1664* NAVD 88     -       163.366  (meters)     535.98   (feet)  ADJUSTED  
 EZ1664  ___________________________________________________________________
 EZ1664  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 EZ1664  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EZ1664  DYNAMIC HT  -         163.229 (meters)     535.53  (feet)  COMP
 EZ1664  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 EZ1664
 EZ1664  HORZ ORDER  -  SECOND
 EZ1664  VERT ORDER  -  SECOND    CLASS 0
 EZ1664
 EZ1664.The horizontal coordinates were established by classical geodetic methods
 EZ1664.and adjusted by the National Geodetic Survey in August 2005.
 EZ1664
 EZ1664.The orthometric height was determined by differential leveling
 EZ1664.and adjusted in June 1991.
 EZ1664
 EZ1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1664
 EZ1664.The geoid height was determined by GEOID03.
 EZ1664
 EZ1664.The dynamic height is computed by dividing the NAVD 88
 EZ1664.geopotential number by the normal gravity value computed on the
 EZ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1664.degrees latitude (g = 980.6199 gals.).
 EZ1664
 EZ1664.The modeled gravity was interpolated from observed gravity values.
 EZ1664
 EZ1664;                    North         East     Units Scale Factor Converg.
 EZ1664;SPC NC       -   220,698.697   550,336.881   MT  0.99990847   -0 22 41.4
 EZ1664;SPC NC       -   724,075.64  1,805,563.58   sFT  0.99990847   -0 22 41.4
 EZ1664;UTM  17      - 3,955,694.145   621,607.270   MT  0.99978223   +0 47 08.0
 EZ1664
 EZ1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1664!SPC NC       -   0.99997912  x   0.99990847  =   0.99988759
 EZ1664!UTM  17      -   0.99997912  x   0.99978223  =   0.99976136
 EZ1664
 EZ1664:                Primary Azimuth Mark                     Grid Az
 EZ1664:SPC NC       -  WATER                                    070 24 56.0
 EZ1664:UTM  17      -  WATER                                    069 15 06.6
 EZ1664
 EZ1664|---------------------------------------------------------------------|
 EZ1664| PID    Reference Object                     Distance      Geod. Az  |
 EZ1664|                                                           dddmmss.s |
 EZ1664| EZ1666 WATER                               474.465 METERS 0700214.6 |
 EZ1664| EZ1662 JORDAN                              306.042 METERS 24825     |
 EZ1664|---------------------------------------------------------------------|
 EZ1664
 EZ1664                          SUPERSEDED SURVEY CONTROL
 EZ1664
 EZ1664  NAD 83(1986)-  35 44 15.86548(N)    079 39 18.72769(W) AD(       ) 2
 EZ1664  NAD 27      -  35 44 15.37854(N)    079 39 19.63087(W) AD(       ) 2
 EZ1664  NGVD 29 (??/??/92)  163.611  (m)          536.78   (f) ADJ UNCH    2 0
 EZ1664
 EZ1664.Superseded values are not recommended for survey control.
 EZ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1664.See file dsdata.txt to determine how the superseded data were derived.
 EZ1664
 EZ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2160755694(NAD 83)
 EZ1664_MARKER: DE = TRAVERSE STATION DISK
 EZ1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1664_STAMPING: BRADY 1971
 EZ1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1664+STABILITY: SURFACE MOTION
 EZ1664
 EZ1664  HISTORY     - Date     Condition        Report By
 EZ1664  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1664  HISTORY     - 1971     GOOD             NCGS
 EZ1664  HISTORY     - 1975     MARK NOT FOUND   NCDNR
 EZ1664
 EZ1664                          STATION DESCRIPTION
 EZ1664
 EZ1664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ1664'BRADY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1664'TOWN OF RAMSEUR, NORTH CAROLINA.
 EZ1664'
 EZ1664'BRADY IS LOCATED IN RAMSEUR AND 2.4 MILES ESE OF FRANKLINVILLE.  TO
 EZ1664'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 22
 EZ1664'SOUTH IN RAMSEUR.  GO EAST ON U.S. 64 FOR 0.1 MILE TO STATION ON
 EZ1664'LEFT (NORTH) SIDE OF U.S. 64.  0.45 MILE WEST OF INTERSECTION OF
 EZ1664'U.S. 64 AND NC 49 NORTH.  AND NEAR NORTH EDGE OF SIDEWALK.
 EZ1664'
 EZ1664'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1664'BRADY 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1664'WHICH IS FLUSH WITH THE GROUND.
 EZ1664'
 EZ1664'MARK IS
 EZ1664'
 EZ1664'31.0 FT NNE OF C/L OF U.S. 64 (JORDAN ROAD)
 EZ1664'
 EZ1664'1.6 FT N OF N EDGE OF SIDEWALK
 EZ1664'
 EZ1664'40.2 FT W OF ALUMINUM REF. TAG ON TP
 EZ1664'
 EZ1664'11.4 FT NE OF ALUMINUM REF. TAG ON POWER BRACE POLE 2961
 EZ1664
 EZ1664                          STATION RECOVERY (1971)
 EZ1664
 EZ1664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1664'IN RAMSEUR.
 EZ1664'STATION IS ABOUT 0.1 MI. E ALONG U.S. 64 (JORDAN RD.) FROM
 EZ1664'JUNCTION WITH NC 22 SOUTH IN RAMSEUR, AND 0.45 MILE W OF JUNCTION
 EZ1664'OF U.S. 64 AND NC 49 NORTH, 31.0 FT NNE OF C/L OF U.S. 64
 EZ1664'(JORDAN RD.), 1.6 FT N OF N EDGE OF SIDEWALK, 11.4 FT NE OF
 EZ1664'ALUMINUM REF. TAG ON POWER BRACE POLE 2961, AND 40.2 FT W OF
 EZ1664'ALUMINUM REF. TAG ON TP.  DISK IS SET IN CONCRETE CYLINDER,
 EZ1664'FLUSH WITH THE GROUND.
 EZ1664
 EZ1664                          STATION RECOVERY (1975)
 EZ1664
 EZ1664'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ACD)
 EZ1664'BRADY 1971 NOT FOUND
 EZ1664'
 EZ1664'SECTIONS OF SIDEWALK AND GUTTER ALONG WITH BRACE POLE 2961 AND
 EZ1664'TP WITH ALUMINUM REF. TAG HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3113 ***********************************************************************
 EZ3113  DESIGNATION -  BRADY
 EZ3113  PID         -  EZ3113
 EZ3113  STATE/COUNTY-  NC/LEE
 EZ3113  USGS QUAD   -  BROADWAY (1981)
 EZ3113
 EZ3113                         *CURRENT SURVEY CONTROL
 EZ3113  ___________________________________________________________________
 EZ3113* NAD 83(2001)-  35 27 56.22547(N)    079 06 40.40956(W)     ADJUSTED  
 EZ3113* NAVD 88     -       132.9    (meters)     436.     (feet)  VERTCON   
 EZ3113  ___________________________________________________________________
 EZ3113  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 EZ3113  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EZ3113  HORZ ORDER  -  SECOND
 EZ3113
 EZ3113.The horizontal coordinates were established by classical geodetic methods
 EZ3113.and adjusted by the National Geodetic Survey in August 2005.
 EZ3113
 EZ3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3113
 EZ3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3113
 EZ3113.The geoid height was determined by GEOID03.
 EZ3113
 EZ3113;                    North         East     Units Scale Factor Converg.
 EZ3113;SPC NC       -   190,319.792   599,506.774   MT  0.99987953   -0 03 51.1
 EZ3113;SPC NC       -   624,407.52  1,966,881.81   sFT  0.99987953   -0 03 51.1
 EZ3113;UTM  17      - 3,926,319.697   671,382.064   MT  0.99996197   +1 05 46.2
 EZ3113
 EZ3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3113!SPC NC       -   0.99998413  x   0.99987953  =   0.99986367
 EZ3113!UTM  17      -   0.99998413  x   0.99996197  =   0.99994610
 EZ3113
 EZ3113:                Primary Azimuth Mark                     Grid Az
 EZ3113:SPC NC       -  HELEN                                    064 20 45.2
 EZ3113:UTM  17      -  HELEN                                    063 11 07.9
 EZ3113
 EZ3113|---------------------------------------------------------------------|
 EZ3113| PID    Reference Object                     Distance      Geod. Az  |
 EZ3113|                                                           dddmmss.s |
 EZ3113| EZ3125 HELEN                               APPROX. 0.6 KM 0641654.1 |
 EZ3113|---------------------------------------------------------------------|
 EZ3113
 EZ3113                          SUPERSEDED SURVEY CONTROL
 EZ3113
 EZ3113  NAD 83(1986)-  35 27 56.22991(N)    079 06 40.41252(W) AD(       ) 2
 EZ3113  NAD 27      -  35 27 55.66889(N)    079 06 41.33359(W) AD(       ) 2
 EZ3113  NGVD 29 (07/19/86)  133.1    (m)          437.     (f) VERT ANG    3  
 EZ3113
 EZ3113.Superseded values are not recommended for survey control.
 EZ3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3113.See file dsdata.txt to determine how the superseded data were derived.
 EZ3113
 EZ3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7138226320(NAD 83)
 EZ3113_MARKER: DE = TRAVERSE STATION DISK
 EZ3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3113_STAMPING: BRADY 1970
 EZ3113_MARK LOGO: NCGS  
 EZ3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3113+STABILITY: SURFACE MOTION
 EZ3113
 EZ3113  HISTORY     - Date     Condition        Report By
 EZ3113  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3113
 EZ3113                          STATION DESCRIPTION
 EZ3113
 EZ3113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3113'BRADY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3113'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3113'
 EZ3113'BRADY IS LOCATED APPROXIMATELY 3.0 MILES EAST OF SANFORD.  TO REACH
 EZ3113'STATION PROCEED FROM THE INTERSECTION OF US 421, NC 42 GOING EAST
 EZ3113'WITH NC 87 SOUTH AND NC 78 WEST IN THE SUBURB OF SANFORD KNOWN AS
 EZ3113'JONESBORO, GO EAST ON US 421, NC 42 FOR 1.25 MILES TO SR 1523,
 EZ3113'TURN LEFT ON SR 1523 AND GO 1.0 MILE TO SR 1525, TURN LEFT ON SR
 EZ3113'1525 AND GO 0.1 MILE TO STATION ON THE LEFT, APPROXIMATELY 150 FEET
 EZ3113'NORTHEAST OF DRIVEWAY TO THE HOME OF MR. KELLY, AND 1.0 MILE
 EZ3113'SOUTHEAST OF SR 1537.
 EZ3113'
 EZ3113'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRADY
 EZ3113'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3113'INCH BELOW THE SURFACE OF THE GROUND.
 EZ3113'
 EZ3113'MARK IS--
 EZ3113'30.0 FEET NNW OF C/L OF SR 1525.
 EZ3113'97.0 FEET NNE OF ALUMINUM REF. TAG ON PP NO. C65-61.
 EZ3113'39.2 FEET S OF ALUMINUM REF. TAG ON 14 INCH HICKORY TREE.
 EZ3113'59.5 FEET SW OF ALUMINUM REF. TAG ON 40 INCH OAK TREE.
 EZ3113'61.5 FEET NNW OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI7559 ***********************************************************************
 DI7559  DESIGNATION -  BRAFFORD
 DI7559  PID         -  DI7559
 DI7559  STATE/COUNTY-  NC/LINCOLN
 DI7559  USGS QUAD   -  LOWESVILLE (1970)
 DI7559
 DI7559                         *CURRENT SURVEY CONTROL
 DI7559  ___________________________________________________________________
 DI7559* NAD 83(2007)-  35 24 34.78708(N)    081 04 55.13837(W)     ADJUSTED  
 DI7559* NAVD 88     -       247.1    (meters)     811.     (feet)  GPS OBS   
 DI7559  ___________________________________________________________________
 DI7559  EPOCH DATE  -        2002.00
 DI7559  X           -     806,791.693 (meters)                     COMP
 DI7559  Y           -  -5,141,485.755 (meters)                     COMP
 DI7559  Z           -   3,675,128.708 (meters)                     COMP
 DI7559  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DI7559  ELLIP HEIGHT-         215.767 (meters)          (09/18/08) ADJUSTED
 DI7559  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DI7559  HORZ ORDER  -  FIRST
 DI7559  ELLP ORDER  -  FOURTH    CLASS I
 DI7559
 DI7559.The horizontal coordinates were established by GPS observations
 DI7559.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2008.
 DI7559
 DI7559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI7559.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI7559.The horizontal coordinates are valid at the epoch date displayed above.
 DI7559.The epoch date for horizontal control is a decimal equivalence
 DI7559.of Year/Month/Day.
 DI7559
 DI7559.The orthometric height was determined by GPS observations and a
 DI7559.high-resolution geoid model.
 DI7559
 DI7559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI7559
 DI7559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI7559
 DI7559.The ellipsoidal height was determined by GPS observations
 DI7559.and is referenced to NAD 83.
 DI7559
 DI7559.The geoid height was determined by GEOID03.
 DI7559
 DI7559;                    North         East     Units Scale Factor Converg.
 DI7559;SPC NC       -   186,089.511   420,530.161   MT  0.99987637   -1 12 06.0
 DI7559;SPC NC       -   610,528.67  1,379,689.37   sFT  0.99987637   -1 12 06.0
 DI7559;UTM  17      - 3,918,477.767   492,556.402   MT  0.99960068   -0 02 51.0
 DI7559
 DI7559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7559!SPC NC       -   0.99996613  x   0.99987637  =   0.99984251
 DI7559!UTM  17      -   0.99996613  x   0.99960068  =   0.99956683
 DI7559
 DI7559:                Primary Azimuth Mark                     Grid Az
 DI7559:SPC NC       -  GASLIN                                   202 01 22.1
 DI7559:UTM  17      -  GASLIN                                   200 52 07.1
 DI7559
 DI7559|---------------------------------------------------------------------|
 DI7559| PID    Reference Object                     Distance      Geod. Az  |
 DI7559|                                                           dddmmss.s |
 DI7559| DG4153 GASLIN                              APPROX. 0.5 KM 2004916.1 |
 DI7559|---------------------------------------------------------------------|
 DI7559
 DI7559                          SUPERSEDED SURVEY CONTROL
 DI7559
 DI7559  NAD 83(1986)-  35 24 34.80213(N)    081 04 55.14295(W) AD(       ) 1
 DI7559  NAD 83(2001)-  35 24 34.78723(N)    081 04 55.13860(W) AD(       ) 1
 DI7559  ELLIP H (05/31/07)  215.771  (m)                       GP(       ) 4 1
 DI7559
 DI7559.Superseded values are not recommended for survey control.
 DI7559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7559.See file dsdata.txt to determine how the superseded data were derived.
 DI7559
 DI7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9255618478(NAD 83)
 DI7559_MARKER: DH = HORIZONTAL CONTROL DISK
 DI7559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7559_STAMPING: BRAFFORD 1999
 DI7559_MARK LOGO: NCGS  
 DI7559_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7559+STABILITY: SURFACE MOTION
 DI7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7559+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DI7559
 DI7559  HISTORY     - Date     Condition        Report By
 DI7559  HISTORY     - 1999     MONUMENTED       NCGS
 DI7559
 DI7559                          STATION DESCRIPTION
 DI7559
 DI7559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999
 DI7559'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF LINCOLNTON AND
 DI7559'11.6 MI (18.7 KM) NORTHEAST OF GASTONIA.    PROCEED ALONG SR
 DI7559'1820-ALEXIS LUCIA ROAD FOR 2.15 MI (3.46 KM) EAST FROM NC 27 (IN
 DI7559'ALEXIS), THENCE NORTH FOR 0.35 MI (0.56 KM) ALONG SR 1901-SADLER ROAD
 DI7559'TO THE GASTON-LINCOLN COUNTY LINE, AT THIS POINT SADLER ROAD BECOMES
 DI7559'SR 1403.  CONTINUE NORTH FOR 0.25 MI (0.40 KM) ALONG SR 1403, ON THE
 DI7559'EAST SIDE OF THE ROAD.    MARK IS ABOUT 1-FOOT LOWER THAN SR 1403 AND
 DI7559'FLUSH WITH THE GROUND, LOCATED 25.0 FT (7.6 M) EAST-SOUTHEAST OF THE
 DI7559'CENTERLINE OF SR 1403, 52.3 FT (15.9 M) SOUTH-SOUTHWEST OF THE SOUTH
 DI7559'END OF A DRIVEWAY CULVERT TO THE BRAFFORD RESIDENCE, 88.7 FT (27.0 M)
 DI7559'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK WELL HOUSE
 DI7559'AND 7.7 FT (2.3 M) WEST-SOUTHWEST OF A FENCE POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2030 ***********************************************************************
 EZ2030  DESIGNATION -  BRAGG AZ MK
 EZ2030  PID         -  EZ2030
 EZ2030  STATE/COUNTY-  NC/CUMBERLAND
 EZ2030  USGS QUAD   -  MANCHESTER (1987)
 EZ2030
 EZ2030                         *CURRENT SURVEY CONTROL
 EZ2030  ___________________________________________________________________
 EZ2030* NAD 83(1986)-  35 10 45.     (N)    078 59 58.     (W)     SCALED    
 EZ2030* NAVD 88     -        59.486  (meters)     195.16   (feet)  ADJUSTED  
 EZ2030  ___________________________________________________________________
 EZ2030  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 EZ2030  DYNAMIC HT  -          59.432 (meters)     194.99  (feet)  COMP
 EZ2030  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 EZ2030
 EZ2030  VERT ORDER  -  FIRST     CLASS II
 EZ2030
 EZ2030.The horizontal coordinates were scaled from a topographic map and have
 EZ2030.an estimated accuracy of +/- 6 seconds.
 EZ2030
 EZ2030.The orthometric height was determined by differential leveling
 EZ2030.and adjusted in June 1991.
 EZ2030
 EZ2030.The geoid height was determined by GEOID03.
 EZ2030
 EZ2030.The dynamic height is computed by dividing the NAVD 88
 EZ2030.geopotential number by the normal gravity value computed on the
 EZ2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2030.degrees latitude (g = 980.6199 gals.).
 EZ2030
 EZ2030.The modeled gravity was interpolated from observed gravity values.
 EZ2030
 EZ2030;                    North         East    Units  Estimated Accuracy
 EZ2030;SPC NC       -   158,540.      609,650.      MT  (+/- 180 meters Scaled)
 EZ2030
 EZ2030                          SUPERSEDED SURVEY CONTROL
 EZ2030
 EZ2030  NGVD 29 (10/06/93)   59.730  (m)          195.96   (f) ADJUSTED    1 2
 EZ2030
 EZ2030.Superseded values are not recommended for survey control.
 EZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2030.See file dsdata.txt to determine how the superseded data were derived.
 EZ2030
 EZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU821947(NAD 83)
 EZ2030_MARKER: DR = REFERENCE MARK DISK
 EZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2030_SP_SET: CONCRETE POST
 EZ2030_STAMPING: BRAGG AZ MK
 EZ2030_PROJECTION: PROJECTING 8 CENTIMETERS
 EZ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2030+STABILITY: SURFACE MOTION
 EZ2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2030+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 EZ2030
 EZ2030  HISTORY     - Date     Condition        Report By
 EZ2030  HISTORY     - 1933     MONUMENTED       CGS
 EZ2030  HISTORY     - 1980     GOOD             NCGS
 EZ2030  HISTORY     - 20060413 GOOD             TENMAR
 EZ2030
 EZ2030                          STATION DESCRIPTION
 EZ2030
 EZ2030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2030'IN SPRING LAKE.
 EZ2030'0.6 MILE NORTH-NORTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN
 EZ2030'LAKE TO INTERSECTION WITH N.C. 87, THENCE 0.45 MILE NORTHWEST ALONG
 EZ2030'N.C. 87 TO INTERSECTION WITH ODELL ROAD, THENCE 1.05 MILES
 EZ2030'WEST-SOUTHWEST ALONG ODELL ROAD TO CURVE AT SEABOARD COAST LINE
 EZ2030'RAILROAD-NOW ABANDONED-AND STATION IN RAILROAD BED, 11.4 FEET EAST
 EZ2030'OF EAST RAIL, 83.6 FEET NORTH OF FOOT PATH CROSSING THE RAILROAD,
 EZ2030'50.0 FEET WEST OF CENTERLINE OF SAND ROAD AND 93.7 FEET WEST OF POWER
 EZ2030'POLE WITH REFERENCE TAG.
 EZ2030'THE MARK IS 2 FT BELOW TRACKS.
 EZ2030
 EZ2030                          STATION RECOVERY (2006)
 EZ2030
 EZ2030'RECOVERY NOTE BY TENTH MARINES SURVEY 2006 (WLD)
 EZ2030'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 EZ2030' 
 EZ2030'FROM THE INTERSECTION OF ODELL ROAD AND GOODYEAR ROAD, PROCEED WEST ON
 EZ2030'ODELL ROAD FOR TO A DIRT TRAIL THAT RUNS NORTH/SOUTH.  TURN RIGHT AND
 EZ2030'PROCEED NORTH FOR 26 METERS TO THE STATION ON THE RIGHT/EAST SIDE OF
 EZ2030'THE TRAIL.
 EZ2030' 
 EZ2030'THE STATION IS 3.7 METERS FROM THE CENTER OF THE TRAIL.  IT IS 7.1
 EZ2030'METERS AT A MAGNETIC AZIMUTH OF 6120 MILS FROM A 20CM BLAZED OAK, 10.0
 EZ2030'METERS AT A MAGNETIC AZIMUTH OF 1340 MILS FROM A 40CM BLAZED PINE, AND
 EZ2030'3.5 METERS AT A MAGNETIC AZIMUTH OF 3650 MILS FROM A 30CM BLAZED PINE.
 EZ2030' 
 EZ2030' 
 EZ2030'THE STATION IS A USCGS BRONZE REFERENCE MARK DISK SET IN A 30CM X 30CM
 EZ2030'CONCRETE MONUMENT SET 20CM ABOVE THE GROUND.  THE DISK IS STAMPED
 EZ2030'BRAGG AZ. MARK I933
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2031 ***********************************************************************
 EZ2031  DESIGNATION -  BRAGG RESET
 EZ2031  PID         -  EZ2031
 EZ2031  STATE/COUNTY-  NC/CUMBERLAND
 EZ2031  USGS QUAD   -  MANCHESTER (1987)
 EZ2031
 EZ2031                         *CURRENT SURVEY CONTROL
 EZ2031  ___________________________________________________________________
 EZ2031* NAD 83(2001)-  35 10 29.49709(N)    078 59 50.18229(W)     ADJUSTED  
 EZ2031* NAVD 88     -        63.310  (meters)     207.71   (feet)  ADJUSTED  
 EZ2031  ___________________________________________________________________
 EZ2031  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 EZ2031  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 EZ2031  DYNAMIC HT  -          63.252 (meters)     207.52  (feet)  COMP
 EZ2031  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 EZ2031
 EZ2031  HORZ ORDER  -  FIRST
 EZ2031  VERT ORDER  -  FIRST     CLASS II
 EZ2031
 EZ2031.The horizontal coordinates were established by classical geodetic methods
 EZ2031.and adjusted by the National Geodetic Survey in August 2005.
 EZ2031
 EZ2031.The orthometric height was determined by differential leveling
 EZ2031.and adjusted in June 1991.
 EZ2031
 EZ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2031
 EZ2031.The geoid height was determined by GEOID03.
 EZ2031
 EZ2031.The dynamic height is computed by dividing the NAVD 88
 EZ2031.geopotential number by the normal gravity value computed on the
 EZ2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2031.degrees latitude (g = 980.6199 gals.).
 EZ2031
 EZ2031.The modeled gravity was interpolated from observed gravity values.
 EZ2031
 EZ2031;                    North         East     Units Scale Factor Converg.
 EZ2031;SPC NC       -   158,059.638   609,849.614   MT  0.99987349   +0 00 05.7
 EZ2031;SPC NC       -   518,567.33  2,000,814.94   sFT  0.99987349   +0 00 05.7
 EZ2031;UTM  17      - 3,894,271.298   682,375.133   MT  1.00000992   +1 09 14.5
 EZ2031
 EZ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2031!SPC NC       -   0.99999524  x   0.99987349  =   0.99986873
 EZ2031!UTM  17      -   0.99999524  x   1.00000992  =   1.00000516
 EZ2031
 EZ2031|---------------------------------------------------------------------|
 EZ2031| PID    Reference Object                     Distance      Geod. Az  |
 EZ2031|                                                           dddmmss.s |
 EZ2031| EZ2032 BRAGG RM                             21.500 METERS 11545     |
 EZ2031| EZ4888 PRINCE C                            380.880 METERS 14133     |
 EZ2031| EZ2030 BRAGG AZ MK                                        3363630.6 |
 EZ2031|---------------------------------------------------------------------|
 EZ2031
 EZ2031                          SUPERSEDED SURVEY CONTROL
 EZ2031
 EZ2031  NAD 83(1986)-  35 10 29.50470(N)    078 59 50.18237(W) AD(       ) 1
 EZ2031  NGVD 29 (10/06/93)   63.553  (m)          208.51   (f) ADJUSTED    1 2
 EZ2031
 EZ2031.Superseded values are not recommended for survey control.
 EZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2031.See file dsdata.txt to determine how the superseded data were derived.
 EZ2031
 EZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8237594271(NAD 83)
 EZ2031_MARKER: DS = TRIANGULATION STATION DISK
 EZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2031_SP_SET: CONCRETE POST
 EZ2031_STAMPING: BRAGG 1918 1980
 EZ2031_PROJECTION: PROJECTING 3 CENTIMETERS
 EZ2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2031+STABILITY: SURFACE MOTION
 EZ2031
 EZ2031  HISTORY     - Date     Condition        Report By
 EZ2031  HISTORY     - 1980     MONUMENTED       NGS
 EZ2031  HISTORY     - 1980     GOOD             NGS
 EZ2031
 EZ2031                          STATION DESCRIPTION
 EZ2031
 EZ2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2031'IN SPRING LAKE.
 EZ2031'1.5 MILES WESTERLY ALONG BUTNER ROAD FROM THE INTERSECTION WITH FORT
 EZ2031'BRAGG BOULEVARD, AT NORTHEAST EDGE OF FORT BRAGG CATONMENT AREA,
 EZ2031'THENCE 0.9 MILE NORTH-NORTHWEST ALONG ARMISTEAD STREET TO POPE AIR
 EZ2031'FORCE BASE NCO CLUB, THENCE APPROXIMATELY 100 YARDS EAST ACROSS
 EZ2031'COUNTRY FROM THE NCO CLUB PARKING LOT TO ABANDONED SECTION OF SEABOARD
 EZ2031'COAST LINE RAILROAD, THENCE APPROXIMATELY 100 YARDS NORTH ALONG TRACKS
 EZ2031'AND DIRECTLY BEHIND HOUSE AT 723 GOODYEAR DRIVE-WHICH IS A SPRING LAKE
 EZ2031'ADDRESS OFF THE BASE-, 4.9 FEET WEST-SOUTHWEST OF WEST RAIL, 34.6 FEET
 EZ2031'WEST-NORTHWEST OF 8 INCH PINE WITH REFERENCE TAG, 3.9 FEET
 EZ2031'WEST-SOUTHWEST OF REFERENCE TAG ON RAILROAD CROSS TIE AND 78.1 FEET
 EZ2031'NORTHWEST OF BRAGG REFERENCE MARK.
 EZ2031'THE MARK IS 3.2 FT  NNW FROM  TRACKS
 EZ2031'THE MARK IS 1 FT BELOW TRACKS.
 EZ2031
 EZ2031                          STATION RECOVERY (1980)
 EZ2031
 EZ2031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ2031'STATION MARK WAS RECOVERED 0.231 METERS ECCENTRIC TO THE SUB-SURFACE
 EZ2031'MARK AND THE SUB-SURFACE AND SURFACE MARK WERE BOTH RESET IN PROPER
 EZ2031'POSITION.  THE REFERENCE MARK AND THE AZIMUTH MARK WERE RECOVERED
 EZ2031'IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS FOUND TO BE
 EZ2031'0.170 METER SHORTER WHEN MEASURED HORIZONTAL BUT CHECKED THE 1918
 EZ2031'DISTANCE WHEN SLOPE DISTANCE WAS MEASURED.  REFERENCE MARK 2 WAS
 EZ2031'ESTABLISHED AT THIS TIME.
 EZ2031'
 EZ2031'A NEW DESCRIPTION FOLLOWS--
 EZ2031'
 EZ2031'STATION IS ABOUT 1/2 MILE NORTHWEST OF SPRING LAKE, AT THE WEST
 EZ2031'EDGE OF POPE AIRFORCE BASE ALONG THE WEST EDGE OF ABANDONED SECTION
 EZ2031'OF THE SEABOARD COAST RAILROAD.
 EZ2031'
 EZ2031'TO REACH FROM THE INTERSECTION OF WEST FT. BRAGG BLVD AT THE
 EZ2031'NORTHEAST EDGE OF FT BRAGG CANTONMENT AREA, GO WESTERLY ON BUTNER
 EZ2031'ROAD FOR 1.5 MILES TO ARMSTEAD STREET, THENCE NORTH-NORTHWEST ON
 EZ2031'ARMSTEAD STREET FOR 0.9 MILE TO THE POPE AIRFORCE BASE NCO CLUB
 EZ2031'PARKING LOT AND ETT.  WALK EAST FOR ABOUT 100 YARDS ACROSS OPEN AREA
 EZ2031'TO THE ABANDON RAILROAD, THENCE ABOUT 100 YARDS NORTH ALONG TRACKS
 EZ2031'TO THE MARK.
 EZ2031'
 EZ2031'STATION MARKS ARE STANDARD DISKS STAMPED---BRAGG 1918 1980---
 EZ2031'SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT
 EZ2031'IS 14-INCHES IN DIAMETER AND PROJECTS 1-INCH.  THE SUB-SURFACE DISK
 EZ2031'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 4 FEET BELOW GROUND
 EZ2031'SURFACE.  THEY ARE 3.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 EZ2031'3.9 FEET WEST-SOUTHWEST OF A REFERENCE TAG ON A RAILROAD CROSS TIE,
 EZ2031'4.9 FEET WEST-SOUTHWEST OF THE WEST RAIL OF TRACKS, 34.6
 EZ2031'WEST-NORTHWEST OF AN 8-INCH PINE TREE WITH A REFERENCE TAG AND ABOUT
 EZ2031'1 FOOT LOWER THAN RAILS OF TRACKS.
 EZ2031'
 EZ2031'REFERENCE MARK IS A STANDARD DISK STAMPED---BRAGG 1918---SET IN
 EZ2031'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 EZ2031'IS 3 FEET WEST OF THE CENTER OF A DITCH, 26.3 NORTH-NORTHEAST
 EZ2031'OF THE FENCE CORNER OF A CHAIN-LINK FENCE, 36.8 FEET EAST-NORTHEAST
 EZ2031'OF THE EAST RAIL AND ABOUT 5 FEET LOWER THAN THE STATION MARK.
 EZ2031'
 EZ2031'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BRAGG 1918 NO 2
 EZ2031'1980---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 EZ2031'FLUSH WITH THE GROUND.  IT IS 5.5 FEET NORTHEAST OF THE EAST RAIL,
 EZ2031'AND 4.2 FEET NORTH EAST OF A CROSSTIE WITH A REFERENCE TAG.
 EZ2031'
 EZ2031'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---BRAGG AZ
 EZ2031'MK---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 EZ2031'3-INCHES.  IT IS 11.4 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 EZ2031'50 FEET WEST OF THE CENTER OF A SAND ROAD, 83.6 FEET NORTH OF A FOOT
 EZ2031'PATH CROSSING RAILROAD TRACKS AND 93.7 FEET WEST OF A POWERLINE
 EZ2031'POLE WITH A REFERENCE TAG.
 EZ2031'
 EZ2031'TO REACH THE AZIMUTH MARK FROM THE SPRING LAKE POST OFFICE, GO
 EZ2031'NORTH-NORTHWEST ON NORTH MAIN STREET FOR 0.6 MILE TO
 EZ2031'INTERSECTION WITH STATE ROUTE 87, THENCE NORTHWEST ON STATE 87 FOR
 EZ2031'0.45 MILES TO ODELL ROAD, THENCE WEST-SOUTHWEST ON ODELL ROAD FOR
 EZ2031'1.05 MILES TO THE MARK IN THE RAILROAD BED ABOUT 1 FEET BELOW LEVEL
 EZ2031'OF RAILROAD TRACKS.
 EZ2031'
 EZ2031'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH ON LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2032 ***********************************************************************
 EZ2032  DESIGNATION -  BRAGG RM
 EZ2032  PID         -  EZ2032
 EZ2032  STATE/COUNTY-  NC/CUMBERLAND
 EZ2032  USGS QUAD   -  MANCHESTER (1987)
 EZ2032
 EZ2032                         *CURRENT SURVEY CONTROL
 EZ2032  ___________________________________________________________________
 EZ2032* NAD 83(1986)-  35 10 30.     (N)    078 59 50.     (W)     SCALED    
 EZ2032* NAVD 88     -        61.119  (meters)     200.52   (feet)  ADJUSTED  
 EZ2032  ___________________________________________________________________
 EZ2032  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 EZ2032  DYNAMIC HT  -          61.063 (meters)     200.34  (feet)  COMP
 EZ2032  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 EZ2032
 EZ2032  VERT ORDER  -  FIRST     CLASS II
 EZ2032
 EZ2032.The horizontal coordinates were scaled from a topographic map and have
 EZ2032.an estimated accuracy of +/- 6 seconds.
 EZ2032
 EZ2032.The orthometric height was determined by differential leveling
 EZ2032.and adjusted in June 1991.
 EZ2032
 EZ2032.The geoid height was determined by GEOID03.
 EZ2032
 EZ2032.The dynamic height is computed by dividing the NAVD 88
 EZ2032.geopotential number by the normal gravity value computed on the
 EZ2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2032.degrees latitude (g = 980.6199 gals.).
 EZ2032
 EZ2032.The modeled gravity was interpolated from observed gravity values.
 EZ2032
 EZ2032;                    North         East    Units  Estimated Accuracy
 EZ2032;SPC NC       -   158,080.      609,850.      MT  (+/- 180 meters Scaled)
 EZ2032
 EZ2032                          SUPERSEDED SURVEY CONTROL
 EZ2032
 EZ2032  NGVD 29 (10/06/93)   61.362  (m)          201.32   (f) ADJUSTED    1 2
 EZ2032
 EZ2032.Superseded values are not recommended for survey control.
 EZ2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2032.See file dsdata.txt to determine how the superseded data were derived.
 EZ2032
 EZ2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU823942(NAD 83)
 EZ2032_MARKER: DR = REFERENCE MARK DISK
 EZ2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2032_SP_SET: CONCRETE POST
 EZ2032_STAMPING: BRAGG 1918
 EZ2032_PROJECTION: PROJECTING 8 CENTIMETERS
 EZ2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2032+STABILITY: SURFACE MOTION
 EZ2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2032+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 EZ2032
 EZ2032  HISTORY     - Date     Condition        Report By
 EZ2032  HISTORY     - 1918     MONUMENTED       CGS
 EZ2032  HISTORY     - 1980     GOOD             NCGS
 EZ2032  HISTORY     - 20060413 GOOD             TENMAR
 EZ2032
 EZ2032                          STATION DESCRIPTION
 EZ2032
 EZ2032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2032'IN SPRING LAKE.
 EZ2032'1.50 MILES WESTERLY ALONG BUTNER ROAD FROM THE INTERSECTION WITH FORT
 EZ2032'BRAGG BOULEVARD, AT NORTHEAST EDGE OF FORT BRAGG CANTONMENT AREA,
 EZ2032'THENCE 0.9 MILE NORTH-NORTHWEST ALONG ARMISTEAD STREET TO POPE AIR
 EZ2032'FORCE BASE NCO CLUB PARKING LOT, THENCE APPROXIMATELY 100 YARDS EAST
 EZ2032'ACROSS COUNTRY TO ABANDONED SECTION OF SEABOARD COAST LINE RAILROAD,
 EZ2032'THENCE APPROXIMATELY 100 YARDS NORTH ALONG TRACKS, DIRECTLY BEHIND
 EZ2032'HOUSE NUMBER 723 GOODYEAR DRIVE-WHICH IS A SPRING LAKE ADDRESS OFF THE
 EZ2032'BASE, 36.8 FEET EAST-NORTHEAST OF EAST RAIL, 26.3 FEET NORTH-NORTHEAST
 EZ2032'OF CORNER OF CHAIN LINK FENCE AND 3.0 FEET WEST OF CENTER OF DITCH.
 EZ2032'THE MARK IS 6 FT BELOW TRACKS.
 EZ2032
 EZ2032                          STATION RECOVERY (2006)
 EZ2032
 EZ2032'RECOVERY NOTE BY TENTH MARINES SURVEY 2006 (WLD)
 EZ2032'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 EZ2032' 
 EZ2032'FROM THE INTERSECTION OF ODELL STREET AND GOODYEAR DRIVE, PROCEED
 EZ2032'SOUTHEAST ON GOODYEAR DRIVE FOR 0.3 MILES TO THE RESIDENCE OF MS. D.
 EZ2032'BROWN (HOUSE 723).
 EZ2032' 
 EZ2032'THE STATON IS LOCATED 2.3 METERS OUTSIDE (SOUTH) OF THE FENCE AROUND
 EZ2032'THE BACKYARD OF THE HOUSE.  IT IS 3.3 METERS AT A MAGNETIC AZIMUTH OF
 EZ2032'5880 MILS FROM THE CORNER POST FOR THE FENCELINE BETWEEN HOUSE 723 AND
 EZ2032'THE NEXT RESIDENCE EAST.  IT IS ALSO 14.0 METERS AT A MAGNETIC AZIMUTH
 EZ2032'OF 2440 MILS FROM A 40CM BLAZED PINE AND 15.1 METERS AT A MAGNETIC
 EZ2032'AZIMUTH OF 0900 MILS FROM A 26CM BLAZED PINE.
 EZ2032' 
 EZ2032'THE STATION IS A USCGS BRONZE REFERENCE MARK DISK SET IN A 26CM X 30CM
 EZ2032'CONCRETE MONUMENT SET FLUSH WITH THE GROUND ALONG THE SOUTH EDGE OF A
 EZ2032'SMALL DITCH.  THE DISK IS STAMPED BRAGG 1918.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2033 ***********************************************************************
 EZ2033  DESIGNATION -  BRAGG RM 2
 EZ2033  PID         -  EZ2033
 EZ2033  STATE/COUNTY-  NC/CUMBERLAND
 EZ2033  USGS QUAD   -  MANCHESTER (1987)
 EZ2033
 EZ2033                         *CURRENT SURVEY CONTROL
 EZ2033  ___________________________________________________________________
 EZ2033* NAD 83(1986)-  35 10 30.     (N)    078 59 50.     (W)     SCALED    
 EZ2033* NAVD 88     -        63.084  (meters)     206.97   (feet)  ADJUSTED  
 EZ2033  ___________________________________________________________________
 EZ2033  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 EZ2033  DYNAMIC HT  -          63.026 (meters)     206.78  (feet)  COMP
 EZ2033  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 EZ2033
 EZ2033  VERT ORDER  -  FIRST     CLASS II
 EZ2033
 EZ2033.The horizontal coordinates were scaled from a topographic map and have
 EZ2033.an estimated accuracy of +/- 6 seconds.
 EZ2033
 EZ2033.The orthometric height was determined by differential leveling
 EZ2033.and adjusted in June 1991.
 EZ2033
 EZ2033.The geoid height was determined by GEOID03.
 EZ2033
 EZ2033.The dynamic height is computed by dividing the NAVD 88
 EZ2033.geopotential number by the normal gravity value computed on the
 EZ2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2033.degrees latitude (g = 980.6199 gals.).
 EZ2033
 EZ2033.The modeled gravity was interpolated from observed gravity values.
 EZ2033
 EZ2033;                    North         East    Units  Estimated Accuracy
 EZ2033;SPC NC       -   158,080.      609,850.      MT  (+/- 180 meters Scaled)
 EZ2033
 EZ2033                          SUPERSEDED SURVEY CONTROL
 EZ2033
 EZ2033  NGVD 29 (10/06/93)   63.327  (m)          207.77   (f) ADJUSTED    1 2
 EZ2033
 EZ2033.Superseded values are not recommended for survey control.
 EZ2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2033.See file dsdata.txt to determine how the superseded data were derived.
 EZ2033
 EZ2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU823942(NAD 83)
 EZ2033_MARKER: DR = REFERENCE MARK DISK
 EZ2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2033_SP_SET: CONCRETE POST
 EZ2033_STAMPING: BRAGG NO 2 1918 1980
 EZ2033_PROJECTION: FLUSH
 EZ2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2033+STABILITY: SURFACE MOTION
 EZ2033
 EZ2033  HISTORY     - Date     Condition        Report By
 EZ2033  HISTORY     - 1980     MONUMENTED       NGS
 EZ2033
 EZ2033                          STATION DESCRIPTION
 EZ2033
 EZ2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2033'IN SPRING LAKE.
 EZ2033'1.5 MILES WESTERLY ALONG BUTNER ROAD FROM THE INTERSECTION WITH FORT
 EZ2033'BRAGG BOULEVARD, AT NORTHEAST EDGE OF FORT BRAGG CANTONMENT AREA,
 EZ2033'THENCE 0.9 MILE NORTH-NORTHWEST ALONG ARMISTEAD STREET TO POPE AIR
 EZ2033'FORCE BASE NCO CLUB PARKING LOT, THENCE APPROXIMATELY 100 YARDS EAST
 EZ2033'ACROSS COUNTRY TO ABANDONED SECTION OF SEABOARD COAST LINE RAILROAD,
 EZ2033'THENCE APPROXIMATELY 100 YARDS NORTH ALONG TRACKS, DIRECTLY BEHIND
 EZ2033'HOUSE NUMBER 723 GOODYEAR DRIVE-A SPRING LAKE ADDRESS OFF THE BASE-,
 EZ2033'5.5 FEET NORTHEAST OF NORTHEAST RAIL, 4.2 FEET NORTHEAST OF CROSSTIE
 EZ2033'WITH REFERENCE TAG AND 42.7 FEET NORTH OF BRAGG TRIANGULATION STATION.
 EZ2033'THE MARK IS 1 FT BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5212 ***********************************************************************
 EZ5212  DESIGNATION -  BRAGLIN
 EZ5212  PID         -  EZ5212
 EZ5212  STATE/COUNTY-  NC/WAKE
 EZ5212  USGS QUAD   -  BAYLEAF (1987)
 EZ5212
 EZ5212                         *CURRENT SURVEY CONTROL
 EZ5212  ___________________________________________________________________
 EZ5212* NAD 83(2001)-  35 55 39.63776(N)    078 38 56.63123(W)     ADJUSTED  
 EZ5212* NAVD 88     -       141.3    (meters)     464.     (feet)  VERTCON   
 EZ5212  ___________________________________________________________________
 EZ5212  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 EZ5212  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 EZ5212  HORZ ORDER  -  SECOND
 EZ5212
 EZ5212.The horizontal coordinates were established by classical geodetic methods
 EZ5212.and adjusted by the National Geodetic Survey in August 2005.
 EZ5212
 EZ5212.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5212
 EZ5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5212
 EZ5212.The geoid height was determined by GEOID03.
 EZ5212
 EZ5212;                    North         East     Units Scale Factor Converg.
 EZ5212;SPC NC       -   241,632.271   641,269.848   MT  0.99994206   +0 12 09.2
 EZ5212;SPC NC       -   792,755.21  2,103,899.49   sFT  0.99994206   +0 12 09.2
 EZ5212;UTM  17      - 3,978,480.873   712,096.242   MT  1.00015434   +1 22 47.8
 EZ5212
 EZ5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5212!SPC NC       -   0.99998292  x   0.99994206  =   0.99992498
 EZ5212!UTM  17      -   0.99998292  x   1.00015434  =   1.00013725
 EZ5212
 EZ5212:                Primary Azimuth Mark                     Grid Az
 EZ5212:SPC NC       -  THUNDER                                  020 48 23.8
 EZ5212:UTM  17      -  THUNDER                                  019 37 45.2
 EZ5212
 EZ5212|---------------------------------------------------------------------|
 EZ5212| PID    Reference Object                     Distance      Geod. Az  |
 EZ5212|                                                           dddmmss.s |
 EZ5212| EZ5214 THUNDER                             APPROX. 0.6 KM 0210033.0 |
 EZ5212| EZ5213 HASKINS                             APPROX. 0.9 KM 1792547.2 |
 EZ5212|---------------------------------------------------------------------|
 EZ5212
 EZ5212                          SUPERSEDED SURVEY CONTROL
 EZ5212
 EZ5212  NAD 83(1986)-  35 55 39.64235(N)    078 38 56.64147(W) AD(       ) 2
 EZ5212  NAD 27      -  35 55 39.11540(N)    078 38 57.63437(W) AD(       ) 2
 EZ5212  NGVD 29 (07/19/86)  141.6    (m)          465.     (f) VERT ANG    3  
 EZ5212
 EZ5212.Superseded values are not recommended for survey control.
 EZ5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5212.See file dsdata.txt to determine how the superseded data were derived.
 EZ5212
 EZ5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1209678481(NAD 83)
 EZ5212_MARKER: DE = TRAVERSE STATION DISK
 EZ5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5212_STAMPING: BRAGLIN 197
 EZ5212_MARK LOGO: NCGS  
 EZ5212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5212+STABILITY: SURFACE MOTION
 EZ5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5212+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2007
 EZ5212
 EZ5212  HISTORY     - Date     Condition        Report By
 EZ5212  HISTORY     - 1970     MONUMENTED       NCGS
 EZ5212  HISTORY     - 1987     POOR             USPSQD
 EZ5212  HISTORY     - 19870501 GOOD             NCGS
 EZ5212  HISTORY     - 20070406 GOOD             GEOCAC
 EZ5212
 EZ5212                          STATION DESCRIPTION
 EZ5212
 EZ5212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ5212'BRAGLIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5212'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ5212'
 EZ5212'BRAGLIN IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF BAYLEAF AND
 EZ5212'1.8 MILES NORTH OF SIX FORKS.  TO REACH STATION PROCEED FROM THE
 EZ5212'INTERSECTION OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO
 EZ5212'SOUTH ON SR 1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR
 EZ5212'1834, CONTINUE SOUTH ON SR 1005 AND GO 1.2 MILES TO STATION ON
 EZ5212'RIGHT, IN SOUTHEAST CORNER OF YARD OWNED BY MR. COOPER, AND 0.2
 EZ5212'MILE NORTH OF INTERSECTION OF SR 1005 AND SR 2006.
 EZ5212'
 EZ5212'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5212'BRAGLIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5212'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5212'
 EZ5212'MARK IS--
 EZ5212'24.5 FEET W OF C/L OF SR 1005.
 EZ5212'9.0 FEET NE OF NE CORNER OF FENCE.
 EZ5212'20.5 FEET N OF TOP OF SOUTH END OF 8 INCH TILE CULVERT.
 EZ5212'5.2 FEET NW OF TOP OF NORTH END OF 8 INCH TILE CULVERT.
 EZ5212'71.4 FEET SW OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN.
 EZ5212'104.4 FEET NNE OF ALUMINUM REF. TAG ON PP.
 EZ5212'79.2 FEET N OF SE CORNER OF FENCE.
 EZ5212
 EZ5212                          STATION RECOVERY (1987)
 EZ5212
 EZ5212'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB)
 EZ5212'MARK RECOVERED IN POOR CONDITION.
 EZ5212
 EZ5212                          STATION RECOVERY (1987)
 EZ5212
 EZ5212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ5212'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 EZ5212'FOLLOWING CORRECTIONS. LOCATED 9.0 FT (2.7 M) NORTHEAST OF NORTHEAST
 EZ5212'END OF FENCE, 70.0 FT (21.3 M) EAST-NORTHEAST OF NORTHEAST CORNER OF
 EZ5212'HOUSE, AND 8.3 FT (2.5 M) NORTHEAST OF TELEPHONE PEDESTAL. DELETE
 EZ5212'REFERENCES TO SPEED LIMIT SIGN AND POWER POLE.
 EZ5212
 EZ5212                          STATION RECOVERY (2007)
 EZ5212
 EZ5212'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ5212'OWNER WAS NOT AWARE OF MARK BUT GAVE PERMISSION TO SEARCH. ADD THAT
 EZ5212'MARK IS 45.5 FT EAST NORTHEAST OF A 36-INCH PIN OAK. MARK IS RECESSED
 EZ5212'ONE INCH. DELETE THE REFERENCE TO MARK BEING 9 FEET FROM A FENCE.
 EZ5212'(THERE IS NO FENCE WITHIN 50 FEET OF THE STATION.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1313 ***********************************************************************
 EY1313  DESIGNATION -  BRAIL
 EY1313  PID         -  EY1313
 EY1313  STATE/COUNTY-  NC/WAYNE
 EY1313  USGS QUAD   -  FREMONT (1978)
 EY1313
 EY1313                         *CURRENT SURVEY CONTROL
 EY1313  ___________________________________________________________________
 EY1313* NAD 83(2001)-  35 31 08.40192(N)    077 58 59.93545(W)     ADJUSTED  
 EY1313* NAVD 88     -        47.536  (meters)     155.96   (feet)  ADJUSTED  
 EY1313  ___________________________________________________________________
 EY1313  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EY1313  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 EY1313  DYNAMIC HT  -          47.494 (meters)     155.82  (feet)  COMP
 EY1313  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 EY1313
 EY1313  HORZ ORDER  -  SECOND
 EY1313  VERT ORDER  -  SECOND    CLASS I
 EY1313
 EY1313.The horizontal coordinates were established by classical geodetic methods
 EY1313.and adjusted by the National Geodetic Survey in August 2005.
 EY1313
 EY1313.The orthometric height was determined by differential leveling
 EY1313.and adjusted in June 1991.
 EY1313
 EY1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1313
 EY1313.The geoid height was determined by GEOID03.
 EY1313
 EY1313.The dynamic height is computed by dividing the NAVD 88
 EY1313.geopotential number by the normal gravity value computed on the
 EY1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1313.degrees latitude (g = 980.6199 gals.).
 EY1313
 EY1313.The modeled gravity was interpolated from observed gravity values.
 EY1313
 EY1313;                    North         East     Units Scale Factor Converg.
 EY1313;SPC NC       -   196,708.374   701,810.305   MT  0.99988343   +0 35 12.5
 EY1313;SPC NC       -   645,367.39  2,302,522.64   sFT  0.99988343   +0 35 12.5
 EY1313;UTM  18      - 3,934,694.912   229,457.560   MT  1.00050207   -1 44 03.4
 EY1313;UTM  17      - 3,934,787.077   773,569.441   MT  1.00052238   +1 45 13.3
 EY1313
 EY1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1313!SPC NC       -   0.99999802  x   0.99988343  =   0.99988145
 EY1313!UTM  18      -   0.99999802  x   1.00050207  =   1.00050009
 EY1313!UTM  17      -   0.99999802  x   1.00052238  =   1.00052040
 EY1313
 EY1313:                Primary Azimuth Mark                     Grid Az
 EY1313:SPC NC       -  MCKENNIE                                 179 49 19.0
 EY1313:UTM  18      -  MCKENNIE                                 182 08 34.9
 EY1313:UTM  17      -  MCKENNIE                                 178 39 18.2
 EY1313
 EY1313|---------------------------------------------------------------------|
 EY1313| PID    Reference Object                     Distance      Geod. Az  |
 EY1313|                                                           dddmmss.s |
 EY1313| EY2898 MCKENNIE                            APPROX. 3.0 KM 1802431.5 |
 EY1313|---------------------------------------------------------------------|
 EY1313
 EY1313                          SUPERSEDED SURVEY CONTROL
 EY1313
 EY1313  NAD 83(1986)-  35 31 08.40980(N)    077 58 59.94383(W) AD(       ) 2
 EY1313  NAD 27      -  35 31 07.83323(N)    077 59 00.99137(W) AD(       ) 2
 EY1313  NGVD 29 (??/??/92)   47.862  (m)          157.03   (f) ADJ UNCH    2 1
 EY1313
 EY1313.Superseded values are not recommended for survey control.
 EY1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1313.See file dsdata.txt to determine how the superseded data were derived.
 EY1313
 EY1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2945834695(NAD 83)
 EY1313_MARKER: DE = TRAVERSE STATION DISK
 EY1313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EY1313_SP_SET: BRIDGE
 EY1313_STAMPING: BRAIL 1975
 EY1313_MARK LOGO: NCGS  
 EY1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1313
 EY1313  HISTORY     - Date     Condition        Report By
 EY1313  HISTORY     - 1975     MONUMENTED       NCGS
 EY1313  HISTORY     - 1978     GOOD             NCGS
 EY1313  HISTORY     - 1987     GOOD             USPSQD
 EY1313
 EY1313                          STATION DESCRIPTION
 EY1313
 EY1313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1313'BRAIL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1313'THE VICINITY OF PIKEVILLE, NORTH CAROLINA.
 EY1313'
 EY1313'BRAIL IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF PIKEVILLE,
 EY1313'1.6 MILES SOUTH OF FREMONT AND 9.1 MILES NORTH OF GOLDSBORO.  TO
 EY1313'REACH STATION FROM THE SOUTHERNMOST INTERSECTION OF U.S. 117 WITH
 EY1313'NC 222 IN FREMONT, PROCEED SOUTH ALONG U.S. 117 FOR 1.85 MILES
 EY1313'TO STATION ON LEFT, AND IN U.S. 117 BRIDGE BED OVER SEABOARD
 EY1313'COAST LINE RAILROAD.
 EY1313'
 EY1313'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1313'BRAIL 1975, SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE BED.
 EY1313'
 EY1313'MARK IS 17.2 FT NE OF C/L OF U.S. 117
 EY1313'
 EY1313'2.8 FT SW OF CONCRETE BRIDGE RAIL
 EY1313'
 EY1313'56.1 FT NW OF S END OF EASTERNMOST CONCRETE BRIDGE RAIL
 EY1313'
 EY1313'101.8 FT SE OF A REFLECTOR POST WITH ALUMINUM REF. TAG
 EY1313
 EY1313                          STATION RECOVERY (1978)
 EY1313
 EY1313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1313'1.4 MI NORTH FROM PIKEVILLE.
 EY1313'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 117 WITH
 EY1313'NC 222 IN FREMONT, PROCEED SOUTH ALONG US 117 FOR 1.85 MILES TO THE
 EY1313'US 117 BRIDGE OVER SEABOARD COAST LINE RAILROAD, AND STATION ON THE
 EY1313'LEFT IN FLOOR OF SOUTHEAST END OF BRIDGE, 17.2 FT. NORTHEAST OF THE
 EY1313'CENTERLINE OF US 117, 2.8 FT. SOUTHWEST OF BRIDGE RAIL AND 56.1 FT.
 EY1313'NORTHWEST OF SOUTHEAST END OF EASTERNMOST BRIDGE RAIL.
 EY1313
 EY1313                          STATION RECOVERY (1987)
 EY1313
 EY1313'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY1313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3530 ***********************************************************************
 FB3530  DESIGNATION -  BRAIR
 FB3530  PID         -  FB3530
 FB3530  STATE/COUNTY-  NC/CLAY
 FB3530  USGS QUAD   -  HAYESVILLE (1987)
 FB3530
 FB3530                         *CURRENT SURVEY CONTROL
 FB3530  ___________________________________________________________________
 FB3530* NAD 83(2001)-  35 02 03.85849(N)    083 48 48.43109(W)     ADJUSTED  
 FB3530* NAVD 88     -       565.4    (meters)    1855.     (feet)  VERTCON   
 FB3530  ___________________________________________________________________
 FB3530  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 FB3530  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 FB3530  HORZ ORDER  -  SECOND
 FB3530
 FB3530.The horizontal coordinates were established by classical geodetic methods
 FB3530.and adjusted by the National Geodetic Survey in August 2005.
 FB3530
 FB3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3530
 FB3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3530
 FB3530.The geoid height was determined by GEOID03.
 FB3530
 FB3530;                    North         East     Units Scale Factor Converg.
 FB3530;SPC NC       -   153,124.472   170,598.793   MT  0.99987975   -2 46 41.5
 FB3530;SPC NC       -   502,375.87    559,706.21   sFT  0.99987975   -2 46 41.5
 FB3530;SPC GA W     -   558,297.637   732,227.567   MT  0.99991280   +0 12 10.0
 FB3530;SPC GA W     - 1,831,681.50  2,402,316.61   sFT  0.99991280   +0 12 10.0
 FB3530;UTM  17      - 3,880,477.696   243,339.811   MT  1.00041195   -1 36 57.6
 FB3530
 FB3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3530!SPC NC       -   0.99991573  x   0.99987975  =   0.99979549
 FB3530!SPC GA W     -   0.99991573  x   0.99991280  =   0.99982854
 FB3530!UTM  17      -   0.99991573  x   1.00041195  =   1.00032765
 FB3530
 FB3530                          SUPERSEDED SURVEY CONTROL
 FB3530
 FB3530  NAD 83(1995)-  35 02 03.85826(N)    083 48 48.43033(W) AD(       ) 2
 FB3530  NAD 83(1986)-  35 02 03.86602(N)    083 48 48.43162(W) AD(       ) 2
 FB3530  NGVD 29 (09/18/91)  565.4    (m)         1855.     (f) VERT ANG    3  
 FB3530
 FB3530.Superseded values are not recommended for survey control.
 FB3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3530.See file dsdata.txt to determine how the superseded data were derived.
 FB3530
 FB3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4334080478(NAD 83)
 FB3530_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3530_STAMPING: BRAIR 1978
 FB3530_MARK LOGO: NCGS  
 FB3530_PROJECTION: FLUSH
 FB3530_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3530+STABILITY: SURFACE MOTION
 FB3530
 FB3530  HISTORY     - Date     Condition        Report By
 FB3530  HISTORY     - 1978     MONUMENTED       NCGS
 FB3530  HISTORY     - 19861115 GOOD             NCGS
 FB3530
 FB3530                          STATION DESCRIPTION
 FB3530
 FB3530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3530'THE STATION IS LOCATED APPROXIMATELY 0.8 MILES SOUTH-SOUTHEAST OF
 FB3530'HAYESVILLE.
 FB3530'
 FB3530'TO REACH THE STATION FROM THE US 64 BRIDGE OVER THE HIWASSEE RIVER
 FB3530'SOUTHEAST OF HAYESVILLE, PROCEED WEST ALONG US 64 FOR 0.25 MILE TO
 FB3530'STATION ON LEFT AND 0.45 MILE EAST OF NC 69 AND AT AN EXIT FROM SCHOOL
 FB3530'ROAD AND US 64 BUSINESS.
 FB3530'
 FB3530'STATION MARK IS A STANDARD DISK STAMPED---BRAIR 1978---SET IN TOP OF A
 FB3530'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 57.1
 FB3530'FEET SOUTH OF CENTERLINE OF US 64, 47.1 FEET NORTH-NORTHWEST OF A 10
 FB3530'INCH YELLOW PINE WITH REFERENCE TAG, 92.3 FEET WEST-NORTHWEST OF POWER
 FB3530'POLE WITH REFERENCE TAG, AND 69.1 FEET EAST-SOUTHEAST OF CENTER OF
 FB3530'IRON DRAINAGE GRATE.
 FB3530
 FB3530                          STATION RECOVERY (1986)
 FB3530
 FB3530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1324 ***********************************************************************
 EY1324  DESIGNATION -  BRAIRS
 EY1324  PID         -  EY1324
 EY1324  STATE/COUNTY-  NC/WAYNE
 EY1324  USGS QUAD   -  FREMONT (1978)
 EY1324
 EY1324                         *CURRENT SURVEY CONTROL
 EY1324  ___________________________________________________________________
 EY1324* NAD 83(2001)-  35 34 29.31231(N)    077 58 28.22301(W)     ADJUSTED  
 EY1324* NAVD 88     -        41.486  (meters)     136.11   (feet)  ADJUSTED  
 EY1324  ___________________________________________________________________
 EY1324  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EY1324  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EY1324  DYNAMIC HT  -          41.449 (meters)     135.99  (feet)  COMP
 EY1324  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 EY1324
 EY1324  HORZ ORDER  -  SECOND
 EY1324  VERT ORDER  -  SECOND    CLASS I
 EY1324
 EY1324.The horizontal coordinates were established by classical geodetic methods
 EY1324.and adjusted by the National Geodetic Survey in August 2005.
 EY1324
 EY1324.The orthometric height was determined by differential leveling
 EY1324.and adjusted in June 1991.
 EY1324
 EY1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1324
 EY1324.The geoid height was determined by GEOID03.
 EY1324
 EY1324.The dynamic height is computed by dividing the NAVD 88
 EY1324.geopotential number by the normal gravity value computed on the
 EY1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1324.degrees latitude (g = 980.6199 gals.).
 EY1324
 EY1324.The modeled gravity was interpolated from observed gravity values.
 EY1324
 EY1324;                    North         East     Units Scale Factor Converg.
 EY1324;SPC NC       -   202,907.536   702,545.261   MT  0.99988844   +0 35 30.8
 EY1324;SPC NC       -   665,705.81  2,304,933.91   sFT  0.99988844   +0 35 30.8
 EY1324;UTM  18      - 3,940,862.981   230,443.704   MT  1.00049550   -1 43 53.4
 EY1324;UTM  17      - 3,941,003.902   774,178.256   MT  1.00052647   +1 45 40.4
 EY1324
 EY1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1324!SPC NC       -   0.99999897  x   0.99988844  =   0.99988741
 EY1324!UTM  18      -   0.99999897  x   1.00049550  =   1.00049447
 EY1324!UTM  17      -   0.99999897  x   1.00052647  =   1.00052544
 EY1324
 EY1324:                Primary Azimuth Mark                     Grid Az
 EY1324:SPC NC       -  WILFRE                                   182 19 57.2
 EY1324:UTM  18      -  WILFRE                                   184 39 21.4
 EY1324:UTM  17      -  WILFRE                                   181 09 47.6
 EY1324
 EY1324|---------------------------------------------------------------------|
 EY1324| PID    Reference Object                     Distance      Geod. Az  |
 EY1324|                                                           dddmmss.s |
 EY1324| EY1323 WILFRE                              APPROX. 1.4 KM 1825528.0 |
 EY1324|---------------------------------------------------------------------|
 EY1324
 EY1324                          SUPERSEDED SURVEY CONTROL
 EY1324
 EY1324  NAD 83(1986)-  35 34 29.31976(N)    077 58 28.23237(W) AD(       ) 2
 EY1324  NAD 27      -  35 34 28.74835(N)    077 58 29.28181(W) AD(       ) 2
 EY1324  NGVD 29 (??/??/92)   41.812  (m)          137.18   (f) ADJ UNCH    2 1
 EY1324
 EY1324.Superseded values are not recommended for survey control.
 EY1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1324.See file dsdata.txt to determine how the superseded data were derived.
 EY1324
 EY1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3044440863(NAD 83)
 EY1324_MARKER: DE = TRAVERSE STATION DISK
 EY1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1324_SP_SET: CONCRETE POST
 EY1324_STAMPING: BRAIRS 1975
 EY1324_MARK LOGO: NCGS  
 EY1324_PROJECTION: RECESSED 10 CENTIMETERS
 EY1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1324+STABILITY: SURFACE MOTION
 EY1324
 EY1324  HISTORY     - Date     Condition        Report By
 EY1324  HISTORY     - 1975     MONUMENTED       NCGS
 EY1324  HISTORY     - 1978     GOOD             NCGS
 EY1324  HISTORY     - 1987     GOOD             USPSQD
 EY1324
 EY1324                          STATION DESCRIPTION
 EY1324
 EY1324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1324'BRAIRS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1324'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EY1324'
 EY1324'BRAIRS IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF FREMONT, 13.0
 EY1324'MILES NORTH OF GOLDSBORO AND 10.8 MILES SOUTH OF WILSON (WILSON
 EY1324'COUNTY).  TO REACH STATION FROM THE NORTHERNMOST INTERSECTION OF
 EY1324'U.S. 117 WITH NC 222 IN FREMONT, PROCEED NORTH ALONG U.S. 117 FOR
 EY1324'2.1 MILES TO STATION ON LEFT IN WEST SHOULDER OF HIGHWAY,
 EY1324'APPROXIMATELY 600 FEET NNE OF A BRICK AND FRAME SPLIT LEVEL
 EY1324'HOUSE (JIMMY FULKERSON RESIDENCE), AND 0.3 MILE SOUTH OF SR 1500
 EY1324'(E).
 EY1324'
 EY1324'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1324'BRAIRS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1324'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1324'
 EY1324'MARK IS 20.8 FT W OF C/L OF U.S. 117
 EY1324'
 EY1324'565.0 FT NNE OF C/L OF INTERSECTION OF U.S. 117 WITH DIRT
 EY1324'DRIVEWAY LEADING TO BRICK AND FRAME HOUSE
 EY1324'
 EY1324'334.5 FT NNE OF PP WITH ALUMINUM REF. TAG
 EY1324'
 EY1324'463.0 FT N OF 6 INCH DOGWOOD WITH ALUMINUM REF. TAG
 EY1324'
 EY1324'9.2 FT E OF METAL WITNESS SIGN POST
 EY1324
 EY1324                          STATION RECOVERY (1978)
 EY1324
 EY1324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1324'2.0 MI NORTH FROM FREMONT.
 EY1324'TO REACH THE STATION FROM THE NORTHERNMOST INTERSECTION OF US 117 WITH
 EY1324'NC 222 IN FREMONT, PROCEED NORTH ALONG US 117 FOR 2.1 MILES TO STATION
 EY1324'ON THE LEFT IN SHOULDER APPROXIMATELY 600 FT. NORTH NORTHEAST OF A
 EY1324'BRICK AND FRAME SPLIT LEVEL HOME JIMMY FULKERSON RESIDENCE, AND 0.3
 EY1324'MILE SOUTH OF SR 1500 EAST, 20.8 FT. WEST OF THE CENTERLINE OF US 117
 EY1324'565.0 FT. NORTH NORTHEAST OF THE CENTERLINE OF INTERSECTION OF US 117
 EY1324'WITH DIRT DRIVEWAY LEADING TO FULKERSON HOME, 334.5 FT. NORTH NORTH-
 EY1324'EAST OF POWER POLE WITH REFERENCE TAG, 463.0 FT. NORTH OF 6 INCH
 EY1324'DOGWOOD WITH REFERENCE TAG, 9.2 FT. EAST OF METAL WITNESS SIGN POST
 EY1324'AND 31.3 FT. EAST OF POWER POLE WITH REFERENCE TAG.
 EY1324
 EY1324                          STATION RECOVERY (1987)
 EY1324
 EY1324'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2568 ***********************************************************************
 EY2568  DESIGNATION -  BRAMBLES
 EY2568  PID         -  EY2568
 EY2568  STATE/COUNTY-  NC/GREENE
 EY2568  USGS QUAD   -  SNOW HILL (1982)
 EY2568
 EY2568                         *CURRENT SURVEY CONTROL
 EY2568  ___________________________________________________________________
 EY2568* NAD 83(2001)-  35 27 18.20744(N)    077 43 03.81611(W)     ADJUSTED  
 EY2568* NAVD 88     -        27.8    (meters)      91.     (feet)  VERTCON   
 EY2568  ___________________________________________________________________
 EY2568  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EY2568  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 EY2568  HORZ ORDER  -  SECOND
 EY2568
 EY2568.The horizontal coordinates were established by classical geodetic methods
 EY2568.and adjusted by the National Geodetic Survey in August 2005.
 EY2568
 EY2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2568
 EY2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2568
 EY2568.The geoid height was determined by GEOID03.
 EY2568
 EY2568;                    North         East     Units Scale Factor Converg.
 EY2568;SPC NC       -   189,894.293   725,988.526   MT  0.99987886   +0 44 24.3
 EY2568;SPC NC       -   623,011.53  2,381,847.36   sFT  0.99987886   +0 44 24.3
 EY2568;UTM  18      - 3,926,903.780   253,353.224   MT  1.00034975   -1 34 38.1
 EY2568
 EY2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2568!SPC NC       -   1.00000121  x   0.99987886  =   0.99988007
 EY2568!UTM  18      -   1.00000121  x   1.00034975  =   1.00035096
 EY2568
 EY2568:                Primary Azimuth Mark                     Grid Az
 EY2568:SPC NC       -  ANTIQUE                                  066 36 29.6
 EY2568:UTM  18      -  ANTIQUE                                  068 55 32.0
 EY2568
 EY2568|---------------------------------------------------------------------|
 EY2568| PID    Reference Object                     Distance      Geod. Az  |
 EY2568|                                                           dddmmss.s |
 EY2568| EY1169 ANTIQUE                             APPROX. 1.3 KM 0672053.9 |
 EY2568|---------------------------------------------------------------------|
 EY2568
 EY2568                          SUPERSEDED SURVEY CONTROL
 EY2568
 EY2568  NAD 83(1986)-  35 27 18.21558(N)    077 43 03.82462(W) AD(       ) 2
 EY2568  NAD 27      -  35 27 17.63401(N)    077 43 04.90951(W) AD(       ) 2
 EY2568  NGVD 29 (07/19/86)   28.1    (m)           92.     (f) VERT ANG    3  
 EY2568
 EY2568.Superseded values are not recommended for survey control.
 EY2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2568.See file dsdata.txt to determine how the superseded data were derived.
 EY2568
 EY2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5335326904(NAD 83)
 EY2568_MARKER: DE = TRAVERSE STATION DISK
 EY2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2568_STAMPING: BRAMBLES 1975
 EY2568_MARK LOGO: NCGS  
 EY2568_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2568+STABILITY: SURFACE MOTION
 EY2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2568+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1991
 EY2568
 EY2568  HISTORY     - Date     Condition        Report By
 EY2568  HISTORY     - 1975     MONUMENTED       NCGS
 EY2568  HISTORY     - 19911218 GOOD             NCGS
 EY2568
 EY2568                          STATION DESCRIPTION
 EY2568
 EY2568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY2568'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES WEST OF SNOW HILL,
 EY2568'NORTH CAROLINA.
 EY2568'
 EY2568'TO REACH STATION FROM JUNCTION OF US 13 WITH NC 58 WEST OF SNOW HILL,
 EY2568'PROCEED SOUTHWESTERLY ALONG US 13 FOR 0.75 MILE TO STATION ON LEFT ON
 EY2568'A 5 FOOT BANK, APPROXIMATELY 300 FEET SOUTH AND ACROSS HIGHWAY FROM
 EY2568'ONE STORY BRICK RESIDENCE OF J. R. WADE.
 EY2568'
 EY2568'STATION MARK IS A STANDARD DISK STAMPED---BRAMBLES 1975---, SET IN THE
 EY2568'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EY2568'SURFACE.  THE MARK IS 39.9 FEET SOUTH OF THE CENTERLINE OF US 13, 73.6
 EY2568'FEET SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION OF HIGHWAY WITH
 EY2568'DRIVEWAY LEADING TO RESIDENCE, 14.8 FEET EAST-NORTHEAST OF POWER POLE
 EY2568'WITH ALUMINUM TAG, 96.8 FEET WEST-SOUTHWEST OF 12 INCH OAK WITH
 EY2568'ALUMINUM TAG, AND 47.6 FEET NORTH-NORTHWEST OF 4 INCH PINE WITH
 EY2568'ALUMINUM TAG.
 EY2568
 EY2568                          STATION RECOVERY (1991)
 EY2568
 EY2568'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY2568'RECOVERED WITH THE FOLLOWING CORRECTIONS. THE 4-INCH PINE IS GONE.
 EY2568'ALONG US 13 FOR 0.85 MI (1.37 KM) SOUTHWEST FROM THEIR INTERSECTION
 EY2568'WEST OF SNOW HILL, ABOUT-300 FEET SOUTH OF AND ACROSS US 13 FROM A
 EY2568'ONE-STORY BRICK RESIDENCE OF R. AND J. WADE. LOCATED 96.8 FT (29.5 M)
 EY2568'WEST-SOUTHWEST OF A 20-INCH OAK, AND 35.3 FT (10.8 M) NORTHWEST OF A
 EY2568'7-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3473 ***********************************************************************
 FY3473  DESIGNATION -  BRAMMER
 FY3473  PID         -  FY3473
 FY3473  STATE/COUNTY-  NC/ALAMANCE
 FY3473  USGS QUAD   -  GIBSONVILLE (1994)
 FY3473
 FY3473                         *CURRENT SURVEY CONTROL
 FY3473  ___________________________________________________________________
 FY3473* NAD 83(2001)-  36 06 10.19200(N)    079 31 08.46335(W)     ADJUSTED  
 FY3473* NAVD 88     -       216.1    (meters)     709.     (feet)  VERTCON   
 FY3473  ___________________________________________________________________
 FY3473  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 FY3473  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FY3473  HORZ ORDER  -  SECOND
 FY3473
 FY3473.The horizontal coordinates were established by classical geodetic methods
 FY3473.and adjusted by the National Geodetic Survey in August 2005.
 FY3473
 FY3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3473
 FY3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3473
 FY3473.The geoid height was determined by GEOID03.
 FY3473
 FY3473;                    North         East     Units Scale Factor Converg.
 FY3473;SPC NC       -   261,132.679   562,866.524   MT  0.99998281   -0 17 58.4
 FY3473;SPC NC       -   856,732.80  1,846,671.25   sFT  0.99998281   -0 17 58.4
 FY3473;UTM  17      - 3,996,369.340   633,308.501   MT  0.99981897   +0 52 22.0
 FY3473
 FY3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3473!SPC NC       -   0.99997083  x   0.99998281  =   0.99995364
 FY3473!UTM  17      -   0.99997083  x   0.99981897  =   0.99978981
 FY3473
 FY3473:                Primary Azimuth Mark                     Grid Az
 FY3473:SPC NC       -  PINEY                                    102 34 10.5
 FY3473:UTM  17      -  PINEY                                    101 23 50.1
 FY3473
 FY3473|---------------------------------------------------------------------|
 FY3473| PID    Reference Object                     Distance      Geod. Az  |
 FY3473|                                                           dddmmss.s |
 FY3473| FY3485 PINEY                               496.184 METERS 1021612.1 |
 FY3473| FY1273 SPRUCE                              APPROX. 1.3 KM 2665041.0 |
 FY3473|---------------------------------------------------------------------|
 FY3473
 FY3473                          SUPERSEDED SURVEY CONTROL
 FY3473
 FY3473  NAD 83(1993)-  36 06 10.19336(N)    079 31 08.46942(W) AD(       ) 2
 FY3473  NAD 83(1986)-  36 06 10.19271(N)    079 31 08.46935(W) AD(       ) 2
 FY3473  NAD 27      -  36 06 09.70235(N)    079 31 09.38186(W) AD(       ) 2
 FY3473  NGVD 29 (07/19/86)  216.4    (m)          710.     (f) VERT ANG    3  
 FY3473
 FY3473.Superseded values are not recommended for survey control.
 FY3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3473.See file dsdata.txt to determine how the superseded data were derived.
 FY3473
 FY3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3330996369(NAD 83)
 FY3473_MARKER: DE = TRAVERSE STATION DISK
 FY3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3473_STAMPING: BRAMMER 1964
 FY3473_MARK LOGO: NCGS  
 FY3473_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3473+STABILITY: SURFACE MOTION
 FY3473
 FY3473  HISTORY     - Date     Condition        Report By
 FY3473  HISTORY     - 1964     MONUMENTED       NCGS
 FY3473  HISTORY     - 19910705 MARK NOT FOUND   USPSQD
 FY3473  HISTORY     - 20020813 SEE DESCRIPTION  NCGS
 FY3473  HISTORY     - 20050928 MARK NOT FOUND   USPSQD
 FY3473
 FY3473                          STATION DESCRIPTION
 FY3473
 FY3473'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3473'BRAMMER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3473'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3473'
 FY3473'BRAMMER IS 0.95 MILES E OF GIBSONVILLE.  LOCATED 0.9 MILES
 FY3473'W ALONG NC 100 FROM ELON COLLEGE.  1.0 MILE E ALONG NC 100
 FY3473'FROM GIBSONVILLE.  ON N SIDE OF NC 100 IN SE CORNER OF YARD
 FY3473'OF HOUSE (ONE STORY BRICK).  W OF DRIVEWAY.  AND ON CREST OF SMALL
 FY3473'RISE.
 FY3473'
 FY3473'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3473'BRAMMER 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3473'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3473'
 FY3473'MARK IS
 FY3473'
 FY3473'26.0 FT N OF C/L OF NC 100
 FY3473'
 FY3473'19.5 FT W OF C/L OF DRIVEWAY
 FY3473'
 FY3473'36.3 FT S OF 3 LEAD NAILS IN 12 INCH OAK TREE
 FY3473'
 FY3473'58.1 FT SE OF 3 LEAD NAILS IN 8 INCH OAK TREE
 FY3473'
 FY3473'30.5 FT W OF 3 LEAD NAILS IN PP
 FY3473'
 FY3473'13.9 FT SW OF LAMP POST
 FY3473'
 FY3473'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3473
 FY3473                          STATION RECOVERY (1991)
 FY3473
 FY3473'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3473'MARK NOT FOUND.
 FY3473
 FY3473                          STATION RECOVERY (2002)
 FY3473
 FY3473'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY3473'NOT FOUND, MAY STILL EXIST (RTK GPS POSITION IS IN SHOULDER JUST NORTH
 FY3473'OF E/P). HOWEVER, PROBABLY LOST TO HIGHWAY IMPROVEMENTS. HOUSE-802.
 FY3473
 FY3473                          STATION RECOVERY (2005)
 FY3473
 FY3473'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4773 ***********************************************************************
 EZ4773  DESIGNATION -  BRAN
 EZ4773  PID         -  EZ4773
 EZ4773  STATE/COUNTY-  NC/SAMPSON
 EZ4773  USGS QUAD   -  MINGO (1974)
 EZ4773
 EZ4773                         *CURRENT SURVEY CONTROL
 EZ4773  ___________________________________________________________________
 EZ4773* NAD 83(2001)-  35 14 47.32863(N)    078 33 09.57929(W)     ADJUSTED  
 EZ4773* NAVD 88     -        63.0    (meters)     207.     (feet)  VERTCON   
 EZ4773  ___________________________________________________________________
 EZ4773  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EZ4773  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 EZ4773  HORZ ORDER  -  SECOND
 EZ4773
 EZ4773.The horizontal coordinates were established by classical geodetic methods
 EZ4773.and adjusted by the National Geodetic Survey in August 2005.
 EZ4773
 EZ4773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4773
 EZ4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4773
 EZ4773.The geoid height was determined by GEOID03.
 EZ4773
 EZ4773;                    North         East     Units Scale Factor Converg.
 EZ4773;SPC NC       -   166,096.174   650,309.828   MT  0.99987260   +0 15 29.5
 EZ4773;SPC NC       -   544,933.86  2,133,558.16   sFT  0.99987260   +0 15 29.5
 EZ4773;UTM  17      - 3,903,122.798   722,674.801   MT  1.00021111   +1 24 46.5
 EZ4773
 EZ4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4773!SPC NC       -   0.99999544  x   0.99987260  =   0.99986804
 EZ4773!UTM  17      -   0.99999544  x   1.00021111  =   1.00020655
 EZ4773
 EZ4773|---------------------------------------------------------------------|
 EZ4773| PID    Reference Object                     Distance      Geod. Az  |
 EZ4773|                                                           dddmmss.s |
 EZ4773| EZ4774 NC 682                               19.686 METERS 14139     |
 EZ4773| EZ4777 JACK                                412.868 METERS 3144951.8 |
 EZ4773|---------------------------------------------------------------------|
 EZ4773
 EZ4773                          SUPERSEDED SURVEY CONTROL
 EZ4773
 EZ4773  NAD 83(1986)-  35 14 47.33298(N)    078 33 09.58629(W) AD(       ) 2
 EZ4773  NAD 27      -  35 14 46.74203(N)    078 33 10.54416(W) AD(       ) 2
 EZ4773  NGVD 29 (07/19/86)   63.3    (m)          208.     (f) VERT ANG    3  
 EZ4773
 EZ4773.Superseded values are not recommended for survey control.
 EZ4773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4773.See file dsdata.txt to determine how the superseded data were derived.
 EZ4773
 EZ4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2267503123(NAD 83)
 EZ4773_MARKER: DE = TRAVERSE STATION DISK
 EZ4773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4773_STAMPING: BRAN 1973
 EZ4773_MARK LOGO: NCGS  
 EZ4773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4773+STABILITY: SURFACE MOTION
 EZ4773
 EZ4773  HISTORY     - Date     Condition        Report By
 EZ4773  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4773
 EZ4773                          STATION DESCRIPTION
 EZ4773
 EZ4773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4773'BRAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4773'VICINITY OF SPIVEYS CORNER, NORTH CAROLINA.
 EZ4773'
 EZ4773'BRAN IS LOCATED APPROXIMATELY 05.2 MILES NW OF SPIVEYS CORNER, AND
 EZ4773'05.5 MILES SE OF DUNN (HARNETT COUNTY).  TO REACH STATION FROM THE
 EZ4773'US 421 UNDERPASS OF I-95 IN DUNN, PROCEED SE ALONG US 421 FOR 04.90
 EZ4773'MILES TO STATION ON THE LEFT IN FRONT OF ONE STORY SHINGLED HOUSE AND
 EZ4773'MOBILE HOME, 0.30 MILES NW OF INTERSECTION WITH SR 1626 AND LEES
 EZ4773'CHAPEL CHURCH.
 EZ4773'
 EZ4773'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRAN
 EZ4773'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4773'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4773'
 EZ4773'MARK IS
 EZ4773'42.2 FEET NE OF C/L OF US 421.
 EZ4773'64.3 FEET SSW OF NW CORNER OF 1 STORY SHINGLED HOUSE.
 EZ4773'03.5 FEET WSW OF PP NO. 4814 W/ALUMINUM REF. TAG.
 EZ4773'30.3 FEET NW OF 12 INCH PINE W/ALUMINUM REF. TAG.
 EZ4773'64.7 FEET NW OF NC 682 SURVEY MARKER.
 EZ4773'23.4 FEET NNW OF SOUTH END OF CONCRETE CULVERT UNDER DRIVEWAY
 EZ4773'TO MOBILE HOME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0519 ***********************************************************************
 EB0519  DESIGNATION -  BRANCH
 EB0519  PID         -  EB0519
 EB0519  STATE/COUNTY-  NC/COLUMBUS
 EB0519  USGS QUAD   -  CLARKTON (1987)
 EB0519
 EB0519                         *CURRENT SURVEY CONTROL
 EB0519  ___________________________________________________________________
 EB0519* NAD 83(2001)-  34 27 03.85974(N)    078 41 58.44632(W)     ADJUSTED  
 EB0519* NAVD 88     -        22.612  (meters)      74.19   (feet)  ADJUSTED  
 EB0519  ___________________________________________________________________
 EB0519  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EB0519  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EB0519  DYNAMIC HT  -          22.590 (meters)      74.11  (feet)  COMP
 EB0519  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 EB0519
 EB0519  HORZ ORDER  -  SECOND
 EB0519  VERT ORDER  -  SECOND    CLASS II
 EB0519
 EB0519.The horizontal coordinates were established by classical geodetic methods
 EB0519.and adjusted by the National Geodetic Survey in August 2005.
 EB0519
 EB0519.The orthometric height was determined by differential leveling
 EB0519.and adjusted in June 1991.
 EB0519
 EB0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0519
 EB0519.The geoid height was determined by GEOID03.
 EB0519
 EB0519.The dynamic height is computed by dividing the NAVD 88
 EB0519.geopotential number by the normal gravity value computed on the
 EB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0519.degrees latitude (g = 980.6199 gals.).
 EB0519
 EB0519.The modeled gravity was interpolated from observed gravity values.
 EB0519
 EB0519;                    North         East     Units Scale Factor Converg.
 EB0519;SPC NC       -    77,813.770   637,208.075   MT  0.99996947   +0 10 24.2
 EB0519;SPC NC       -   255,294.01  2,090,573.49   sFT  0.99996947   +0 10 24.2
 EB0519;UTM  17      - 3,814,572.553   711,330.996   MT  1.00015052   +1 18 06.6
 EB0519
 EB0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0519!SPC NC       -   1.00000187  x   0.99996947  =   0.99997134
 EB0519!UTM  17      -   1.00000187  x   1.00015052  =   1.00015239
 EB0519
 EB0519:                Primary Azimuth Mark                     Grid Az
 EB0519:SPC NC       -  ELKINS                                   258 49 20.1
 EB0519:UTM  17      -  ELKINS                                   257 41 37.7
 EB0519
 EB0519|---------------------------------------------------------------------|
 EB0519| PID    Reference Object                     Distance      Geod. Az  |
 EB0519|                                                           dddmmss.s |
 EB0519| EB0520 ELKINS                              485.037 METERS 2585944.3 |
 EB0519|---------------------------------------------------------------------|
 EB0519
 EB0519                          SUPERSEDED SURVEY CONTROL
 EB0519
 EB0519  NAD 83(1986)-  34 27 03.86601(N)    078 41 58.45183(W) AD(       ) 2
 EB0519  NAD 27      -  34 27 03.25838(N)    078 41 59.39646(W) AD(       ) 2
 EB0519  NGVD 29 (??/??/92)   22.914  (m)           75.18   (f) ADJ UNCH    2 2
 EB0519
 EB0519.Superseded values are not recommended for survey control.
 EB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0519.See file dsdata.txt to determine how the superseded data were derived.
 EB0519
 EB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1133114573(NAD 83)
 EB0519_MARKER: DE = TRAVERSE STATION DISK
 EB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0519_STAMPING: BRANCH 1973
 EB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0519+STABILITY: SURFACE MOTION
 EB0519
 EB0519  HISTORY     - Date     Condition        Report By
 EB0519  HISTORY     - 1973     MONUMENTED       NCGS
 EB0519  HISTORY     - 1974     GOOD             NCGS
 EB0519
 EB0519                          STATION DESCRIPTION
 EB0519
 EB0519'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0519'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0519'THE VICINITY OF CLARKTON, NORTH CAROLINA.
 EB0519'
 EB0519'BRANCH IS LOCATED APPROXIMATELY 3.5 MILES SW OF CLARKTON, AND 7.7
 EB0519'MILES NORTH OF WHITEVILLE.  TO REACH STATION FROM INTERSECTION OF
 EB0519'US 701 WITH COULUMBUS-BLADEN COUNTY LINE SOUTH OF CLARKTON.
 EB0519'PROCEED SW ALONG US 701 FOR 2.2 MILES TO STATION ON THE LEFT.
 EB0519'APPROXIMATELY 100 FEET EAST OF MILL BRANCH AND BESIDE A PP.
 EB0519'
 EB0519'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRANCH
 EB0519'1973, SET IN THE TOP OF A CONCRETE CYLINDER, SET FLUSH WITH THE
 EB0519'SURFACE OF THE GROUND.
 EB0519'
 EB0519'MARK IS
 EB0519'
 EB0519'63.6 FEET S OF C/L OF US 701.
 EB0519'2.9 FEET S OF PP NO. 1467 W/ALUMINUM REF. TAG.
 EB0519'82.4 FEET E OF SE CORNER OF SOUTH CONCRETE HEADWALL OF MILL BRANCH
 EB0519'UNDER US 701.
 EB0519'44.6 FEET N TWIN 30 INCH GUM TREE W/ALUMINUM REF. TAG.
 EB0519
 EB0519                          STATION RECOVERY (1974)
 EB0519
 EB0519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0519'3.5 MI SW FROM CLARKTON.
 EB0519'BRANCH IS LOCATED APPPROXIMATELY 7.7 MILES NORTH OF WHITEVILLE.  TO
 EB0519'REACH STATION FROM INTERSECTION OF US 701 WITH COLUMBUS-BLADEN
 EB0519'COUNTY LINE SOUTH OF CLARKTON, PROCEED SW ALONG US 701 FOR 2.2
 EB0519'MILES TO STATION ON THE LEFT, APPROXIMATELY 100 FT EAST OF MILL
 EB0519'BRANCH AND BESIDE A PP, 63.6 FT S OF C/L OF US 701, 2.9 FT S OF
 EB0519'PP 1467, 82.4 FT E OF SE CORNER OF SOUTH CONCRETE HEADWALL OF MILL
 EB0519'BRANCH UNDER US 701, AND 44.6 FT N OF TWIN 30 IN GUM TREE.  DISK
 EB0519'IS SET IN CONCRETE CYLINDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0885 ***********************************************************************
 EA0885  DESIGNATION -  BRANCH
 EA0885  PID         -  EA0885
 EA0885  STATE/COUNTY-  NC/BRUNSWICK
 EA0885  USGS QUAD   -  WILMINGTON (1979)
 EA0885
 EA0885                         *CURRENT SURVEY CONTROL
 EA0885  ___________________________________________________________________
 EA0885* NAD 83(2001)-  34 08 37.12726(N)    077 59 19.12405(W)     ADJUSTED  
 EA0885* NAVD 88     -         2.748  (meters)       9.02   (feet)  ADJUSTED  
 EA0885  ___________________________________________________________________
 EA0885  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 EA0885  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 EA0885  DYNAMIC HT  -           2.746 (meters)       9.01  (feet)  COMP
 EA0885  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 EA0885
 EA0885  HORZ ORDER  -  SECOND
 EA0885  VERT ORDER  -  SECOND    CLASS II
 EA0885
 EA0885.The horizontal coordinates were established by classical geodetic methods
 EA0885.and adjusted by the National Geodetic Survey in August 2005.
 EA0885
 EA0885.The orthometric height was determined by differential leveling
 EA0885.and adjusted in June 1991.
 EA0885
 EA0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0885
 EA0885.The geoid height was determined by GEOID03.
 EA0885
 EA0885.The dynamic height is computed by dividing the NAVD 88
 EA0885.geopotential number by the normal gravity value computed on the
 EA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0885.degrees latitude (g = 980.6199 gals.).
 EA0885
 EA0885.The modeled gravity was interpolated from observed gravity values.
 EA0885
 EA0885;                    North         East     Units Scale Factor Converg.
 EA0885;SPC NC       -    44,144.730   702,881.204   MT  1.00005793   +0 35 01.4
 EA0885;SPC NC       -   144,831.50  2,306,036.08   sFT  1.00005793   +0 35 01.4
 EA0885;UTM  18      - 3,782,119.578   224,423.908   MT  1.00053624   -1 40 42.6
 EA0885;UTM  17      - 3,782,181.193   777,670.740   MT  1.00055053   +1 41 28.5
 EA0885
 EA0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0885!SPC NC       -   1.00000535  x   1.00005793  =   1.00006328
 EA0885!UTM  18      -   1.00000535  x   1.00053624  =   1.00054159
 EA0885!UTM  17      -   1.00000535  x   1.00055053  =   1.00055588
 EA0885
 EA0885:                Primary Azimuth Mark                     Grid Az
 EA0885:SPC NC       -  WIRE                                     188 58 50.6
 EA0885:UTM  18      -  WIRE                                     191 14 34.6
 EA0885:UTM  17      -  WIRE                                     187 52 23.5
 EA0885
 EA0885|---------------------------------------------------------------------|
 EA0885| PID    Reference Object                     Distance      Geod. Az  |
 EA0885|                                                           dddmmss.s |
 EA0885| EA0884 WIRE                                403.830 METERS 1893352.0 |
 EA0885| EA0886 MT ZION                             328.935 METERS 35540     |
 EA0885|---------------------------------------------------------------------|
 EA0885
 EA0885                          SUPERSEDED SURVEY CONTROL
 EA0885
 EA0885  NAD 83(1986)-  34 08 37.13614(N)    077 59 19.13795(W) AD(       ) 2
 EA0885  NAD 27      -  34 08 36.52024(N)    077 59 20.17762(W) AD(       ) 2
 EA0885  NGVD 29 (??/??/92)    3.072  (m)           10.08   (f) ADJ UNCH    2 2
 EA0885
 EA0885.Superseded values are not recommended for survey control.
 EA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0885.See file dsdata.txt to determine how the superseded data were derived.
 EA0885
 EA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2442482120(NAD 83)
 EA0885_MARKER: DE = TRAVERSE STATION DISK
 EA0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0885+STABILITY: SURFACE MOTION
 EA0885
 EA0885  HISTORY     - Date     Condition        Report By
 EA0885  HISTORY     - 1975     MONUMENTED       NCGS
 EA0885  HISTORY     - 20010331 GOOD             NGS
 EA0885  HISTORY     - 20041023 GOOD             USPSQD
 EA0885
 EA0885                          STATION DESCRIPTION
 EA0885
 EA0885'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EA0885'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0885'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 EA0885'
 EA0885'BRANCH IS LOCATED APPROXIMATELY 15.6 MILES NORTH OF SOUTHPORT, AND
 EA0885'6.7 MILES SSW OF WILMINGTON.  TO REACH STATION FROM INTERSECTION OF
 EA0885'NC 133 WITH U.S. 74, U.S. 76, AND U.S. 17 AT CLAIRMONT, PROCEED
 EA0885'SOUTH ALONG NC 133 FOR 6.7 MILES TO STATION ON THE LEFT,
 EA0885'APPROXIMATELY 200 FEET NORTH OF A SMALL BRANCH RUNNING UNDER
 EA0885'NC 133.  0.55 MILE NORTH OF BRIDGE OVER TOWN CREEK.
 EA0885'
 EA0885'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0885'BRANCH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0885'IS FLUSH WITH THE GROUND.
 EA0885'
 EA0885'MARK IS 32.3 FT E OF C/L OF NC 133
 EA0885'
 EA0885'146.1 FT SSE OF PP WITH ALUMINUM REF. TAG
 EA0885'
 EA0885'12.6 FT SSW OF 6 IN PINE WITH ALUMINUM REF. TAG
 EA0885'
 EA0885'15.8 FT NW OF 8 IN PINE WITH ALUMINUM REF. TAG
 EA0885'
 EA0885'72.8 FT ENE OF 10 IN PINE ON WEST SIDE OF NC 133 WITH ALUMINUM
 EA0885'REF. TAG
 EA0885'
 EA0885'30.9 FT SW OF R/W MARKER.
 EA0885
 EA0885                          STATION RECOVERY (2001)
 EA0885
 EA0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EA0885'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 EA0885
 EA0885                          STATION RECOVERY (2004)
 EA0885
 EA0885'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2720 ***********************************************************************
 EZ2720  DESIGNATION -  BRANCH
 EZ2720  PID         -  EZ2720
 EZ2720  STATE/COUNTY-  NC/HOKE
 EZ2720  USGS QUAD   -  NICHOLSON CREEK (1982)
 EZ2720
 EZ2720                         *CURRENT SURVEY CONTROL
 EZ2720  ___________________________________________________________________
 EZ2720* NAD 83(2001)-  35 01 32.26432(N)    079 08 42.78819(W)     ADJUSTED  
 EZ2720* NAVD 88     -        80.733  (meters)     264.87   (feet)  ADJUSTED  
 EZ2720  ___________________________________________________________________
 EZ2720  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 EZ2720  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 EZ2720  DYNAMIC HT  -          80.658 (meters)     264.63  (feet)  COMP
 EZ2720  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EZ2720
 EZ2720  HORZ ORDER  -  SECOND
 EZ2720  VERT ORDER  -  SECOND    CLASS II
 EZ2720
 EZ2720.The horizontal coordinates were established by classical geodetic methods
 EZ2720.and adjusted by the National Geodetic Survey in August 2005.
 EZ2720
 EZ2720.The orthometric height was determined by differential leveling
 EZ2720.and adjusted in June 1991.
 EZ2720
 EZ2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2720
 EZ2720.The geoid height was determined by GEOID03.
 EZ2720
 EZ2720.The dynamic height is computed by dividing the NAVD 88
 EZ2720.geopotential number by the normal gravity value computed on the
 EZ2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2720.degrees latitude (g = 980.6199 gals.).
 EZ2720
 EZ2720.The modeled gravity was interpolated from observed gravity values.
 EZ2720
 EZ2720;                    North         East     Units Scale Factor Converg.
 EZ2720;SPC NC       -   141,515.291   596,350.174   MT  0.99988034   -0 05 01.7
 EZ2720;SPC NC       -   464,288.08  1,956,525.53   sFT  0.99988034   -0 05 01.7
 EZ2720;UTM  17      - 3,877,457.479   669,209.220   MT  0.99995288   +1 03 53.2
 EZ2720
 EZ2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2720!SPC NC       -   0.99999248  x   0.99988034  =   0.99987282
 EZ2720!UTM  17      -   0.99999248  x   0.99995288  =   0.99994536
 EZ2720
 EZ2720                          SUPERSEDED SURVEY CONTROL
 EZ2720
 EZ2720  NAD 83(1986)-  35 01 32.27912(N)    079 08 42.79176(W) AD(       ) 2
 EZ2720  NAVD 88 (06/16/98)   80.73   (m)          264.9    (f) LEVELING    3  
 EZ2720
 EZ2720.Superseded values are not recommended for survey control.
 EZ2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2720.See file dsdata.txt to determine how the superseded data were derived.
 EZ2720
 EZ2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6920977457(NAD 83)
 EZ2720_MARKER: DE = TRAVERSE STATION DISK
 EZ2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2720_SP_SET: CONCRETE POST
 EZ2720_STAMPING: BRANCH 1981
 EZ2720_MARK LOGO: NCGS  
 EZ2720_PROJECTION: FLUSH
 EZ2720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2720+STABILITY: SURFACE MOTION
 EZ2720
 EZ2720  HISTORY     - Date     Condition        Report By
 EZ2720  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2720  HISTORY     - 1985     GOOD             USPSQD
 EZ2720
 EZ2720                          STATION DESCRIPTION
 EZ2720
 EZ2720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2720'5.0 MI NW FROM ROCKFISH.
 EZ2720'ALONG US 401, 2.4 MILES NORTHEAST OF THE INTERSECTION WITH US 401
 EZ2720'BYPASS NORTHEAST OF RAEFORD, AT CREST OF HILL, AND 0.2 MILE SOUTHWEST
 EZ2720'OF INTERSECTION WITH SR 1304, 38.8 FEET SOUTHEAST OF CENTERLINE OF
 EZ2720'HIGHWAY, 42.0 FEET WEST-NORTHWEST OF POWER POLE, 87.0 FEET WEST OF
 EZ2720'10 INCH GUM WITH REFERENCE TAG, 64.4 FEET NORTH-NORTHWEST OF 14 INCH
 EZ2720'PINE WITH REFERENCE TAG AND 84.3 FEET NORTHEAST OF 14 INCH PINE
 EZ2720'WITH REFERENCE TAG.
 EZ2720'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2720
 EZ2720                          STATION RECOVERY (1985)
 EZ2720
 EZ2720'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2658 ***********************************************************************
 EZ2658  DESIGNATION -  BRANCH
 EZ2658  PID         -  EZ2658
 EZ2658  STATE/COUNTY-  NC/WILSON
 EZ2658  USGS QUAD   -  LUCAMA (1978)
 EZ2658
 EZ2658                         *CURRENT SURVEY CONTROL
 EZ2658  ___________________________________________________________________
 EZ2658* NAD 83(2001)-  35 42 37.53881(N)    078 00 05.01475(W)     ADJUSTED  
 EZ2658* NAVD 88     -        32.507  (meters)     106.65   (feet)  ADJUSTED  
 EZ2658  ___________________________________________________________________
 EZ2658  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 EZ2658  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 EZ2658  DYNAMIC HT  -          32.478 (meters)     106.55  (feet)  COMP
 EZ2658  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 EZ2658
 EZ2658  HORZ ORDER  -  SECOND
 EZ2658  VERT ORDER  -  SECOND    CLASS II
 EZ2658
 EZ2658.The horizontal coordinates were established by classical geodetic methods
 EZ2658.and adjusted by the National Geodetic Survey in August 2005.
 EZ2658
 EZ2658.The orthometric height was determined by differential leveling
 EZ2658.and adjusted in June 1991.
 EZ2658
 EZ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2658
 EZ2658.The geoid height was determined by GEOID03.
 EZ2658
 EZ2658.The dynamic height is computed by dividing the NAVD 88
 EZ2658.geopotential number by the normal gravity value computed on the
 EZ2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2658.degrees latitude (g = 980.6199 gals.).
 EZ2658
 EZ2658.The modeled gravity was interpolated from observed gravity values.
 EZ2658
 EZ2658;                    North         East     Units Scale Factor Converg.
 EZ2658;SPC NC       -   217,927.561   699,957.170   MT  0.99990455   +0 34 34.9
 EZ2658;SPC NC       -   714,984.01  2,296,442.82   sFT  0.99990455   +0 34 34.9
 EZ2658;UTM  17      - 3,955,977.128   771,281.651   MT  1.00050697   +1 45 04.8
 EZ2658;UTM  18      - 3,955,984.841   228,466.230   MT  1.00050866   -1 45 10.6
 EZ2658
 EZ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2658!SPC NC       -   1.00000035  x   0.99990455  =   0.99990490
 EZ2658!UTM  17      -   1.00000035  x   1.00050697  =   1.00050732
 EZ2658!UTM  18      -   1.00000035  x   1.00050866  =   1.00050901
 EZ2658
 EZ2658:                Primary Azimuth Mark                     Grid Az
 EZ2658:SPC NC       -  BELK                                     074 18 47.1
 EZ2658:UTM  17      -  BELK                                     073 08 17.2
 EZ2658:UTM  18      -  BELK                                     076 38 32.6
 EZ2658
 EZ2658|---------------------------------------------------------------------|
 EZ2658| PID    Reference Object                     Distance      Geod. Az  |
 EZ2658|                                                           dddmmss.s |
 EZ2658| EY3074 BELK                                APPROX. 0.6 KM 0745322.0 |
 EZ2658| EZ2657 MOZELL                              317.456 METERS 26037     |
 EZ2658|---------------------------------------------------------------------|
 EZ2658
 EZ2658                          SUPERSEDED SURVEY CONTROL
 EZ2658
 EZ2658  NAD 83(1986)-  35 42 37.54929(N)    078 00 05.02689(W) AD(       ) 2
 EZ2658  NAD 27      -  35 42 36.98003(N)    078 00 06.07266(W) AD(       ) 2
 EZ2658  NGVD 29 (07/19/86)   32.85   (m)          107.8    (f) LEVELING    3  
 EZ2658
 EZ2658.Superseded values are not recommended for survey control.
 EZ2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2658.See file dsdata.txt to determine how the superseded data were derived.
 EZ2658
 EZ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7128255977(NAD 83)
 EZ2658_MARKER: DE = TRAVERSE STATION DISK
 EZ2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2658_SP_SET: CONCRETE POST
 EZ2658_STAMPING: BRANCH 1972
 EZ2658_MARK LOGO: NCGS  
 EZ2658_PROJECTION: RECESSED 10 CENTIMETERS
 EZ2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2658+STABILITY: SURFACE MOTION
 EZ2658
 EZ2658  HISTORY     - Date     Condition        Report By
 EZ2658  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2658  HISTORY     - 1979     GOOD             NCGS
 EZ2658
 EZ2658                          STATION DESCRIPTION
 EZ2658
 EZ2658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2658'BRANCH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2658'VICINITY OF SIMS, NORTH CAROLINA.
 EZ2658'
 EZ2658'BRANCH IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF SIMS AND 5.1
 EZ2658'MILES WSW OF WILSON.  TO REACH STATION FROM THE INTERSECTION OF NC
 EZ2658'42 AND US 264 BYPASS IN WILSON, PROCEED WEST ALONG NC 42 FOR 4.4
 EZ2658'MILES TO STATION ON LEFT SHOULDER, 0.5 MILE ENE OF CONTENTNEA
 EZ2658'CHURCH, AND IN ROADBED OVER CREEK.
 EZ2658'
 EZ2658'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRANCH
 EZ2658'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ2658'INCHES BELOW THE GROUND.
 EZ2658'
 EZ2658'MARK IS
 EZ2658'19.4 FEET SSW OF C/L OF NC 42.
 EZ2658'11.8 FEET NNW OF SE CORNER OF SOUTH HEADWALL.
 EZ2658'13.5 FEET E OF SW CORNER OF SOUTH HEADWALL.
 EZ2658'31.4 FEET E OF PP WITH ALUMINUM REF. TAG.
 EZ2658
 EZ2658                          STATION RECOVERY (1979)
 EZ2658
 EZ2658'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2658'4.4 MI NORTH FROM LUCAMA.
 EZ2658'2.6 MILES EAST ALONG N.C. 42 FROM THE OVERPASS OF I-95 TO STATION
 EZ2658'ON THE RIGHT AT A SMALL HEADWALL AND 0.55 MILE SOUTHWEST OF
 EZ2658'INTERSECTION WITH SR 1001 AND SR 1162, 19.5 FEET SOUTH-SOUTHEAST
 EZ2658'OF CENTERLINE OF NC 42, 11.8 FEET NORTHWEST OF EAST END OF HEADWALL,
 EZ2658'13.5 FEET NORTHEAST OF WEST END OF HEADWALL AND 31.4 FEET
 EZ2658'NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
 EZ2658'THE MARK IS 0.5 FT BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2395 ***********************************************************************
 EZ2395  DESIGNATION -  BRANCH
 EZ2395  PID         -  EZ2395
 EZ2395  STATE/COUNTY-  NC/WAKE
 EZ2395  USGS QUAD   -  BUNN WEST (1973)
 EZ2395
 EZ2395                         *CURRENT SURVEY CONTROL
 EZ2395  ___________________________________________________________________
 EZ2395* NAD 83(2001)-  35 53 02.41262(N)    078 22 05.83502(W)     ADJUSTED  
 EZ2395* NAVD 88     -        83.128  (meters)     272.73   (feet)  ADJUSTED  
 EZ2395  ___________________________________________________________________
 EZ2395  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 EZ2395  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 EZ2395  DYNAMIC HT  -          83.056 (meters)     272.49  (feet)  COMP
 EZ2395  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 EZ2395
 EZ2395  HORZ ORDER  -  SECOND
 EZ2395  VERT ORDER  -  SECOND    CLASS II
 EZ2395
 EZ2395.The horizontal coordinates were established by classical geodetic methods
 EZ2395.and adjusted by the National Geodetic Survey in August 2005.
 EZ2395
 EZ2395.The orthometric height was determined by differential leveling
 EZ2395.and adjusted in June 1991.
 EZ2395
 EZ2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2395
 EZ2395.The geoid height was determined by GEOID03.
 EZ2395
 EZ2395.The dynamic height is computed by dividing the NAVD 88
 EZ2395.geopotential number by the normal gravity value computed on the
 EZ2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2395.degrees latitude (g = 980.6199 gals.).
 EZ2395
 EZ2395.The modeled gravity was interpolated from observed gravity values.
 EZ2395
 EZ2395;                    North         East     Units Scale Factor Converg.
 EZ2395;SPC NC       -   236,912.167   666,637.856   MT  0.99993336   +0 21 52.6
 EZ2395;SPC NC       -   777,269.33  2,187,127.70   sFT  0.99993336   +0 21 52.6
 EZ2395;UTM  17      - 3,974,282.128   737,563.211   MT  1.00029547   +1 32 35.8
 EZ2395
 EZ2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2395!SPC NC       -   0.99999225  x   0.99993336  =   0.99992561
 EZ2395!UTM  17      -   0.99999225  x   1.00029547  =   1.00028772
 EZ2395
 EZ2395:                Primary Azimuth Mark                     Grid Az
 EZ2395:SPC NC       -  CHINA                                    152 23 55.1
 EZ2395:UTM  17      -  CHINA                                    151 13 11.9
 EZ2395
 EZ2395|---------------------------------------------------------------------|
 EZ2395| PID    Reference Object                     Distance      Geod. Az  |
 EZ2395|                                                           dddmmss.s |
 EZ2395| EZ2394 CHINA                               APPROX. 0.5 KM 1524547.7 |
 EZ2395| EZ2396 WOODED                              281.947 METERS 35812     |
 EZ2395|---------------------------------------------------------------------|
 EZ2395
 EZ2395                          SUPERSEDED SURVEY CONTROL
 EZ2395
 EZ2395  NAD 83(1986)-  35 53 02.41837(N)    078 22 05.84621(W) AD(       ) 2
 EZ2395  NAD 27      -  35 53 01.86374(N)    078 22 06.85086(W) AD(       ) 2
 EZ2395  NGVD 29 (??/??/92)   83.410  (m)          273.65   (f) ADJ UNCH    2 2
 EZ2395
 EZ2395.Superseded values are not recommended for survey control.
 EZ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2395.See file dsdata.txt to determine how the superseded data were derived.
 EZ2395
 EZ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3756374282(NAD 83)
 EZ2395_MARKER: DE = TRAVERSE STATION DISK
 EZ2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2395_STAMPING: BRANCH 1976
 EZ2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2395+STABILITY: SURFACE MOTION
 EZ2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2395+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 EZ2395
 EZ2395  HISTORY     - Date     Condition        Report By
 EZ2395  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2395  HISTORY     - 1976     GOOD             NCGS
 EZ2395  HISTORY     - 20041130 GOOD             USPSQD
 EZ2395
 EZ2395                          STATION DESCRIPTION
 EZ2395
 EZ2395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2395'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2395'IN THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ2395'
 EZ2395'BRANCH IS LOCATED APPROXIMATELY 5.1 MILES NORTHWEST OF
 EZ2395'ZEBULON AND 5.7 MILES ESE OF ROLESVILLE.  TO REACH STATION
 EZ2395'FROM INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST
 EZ2395'OF ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.8 MILES TO
 EZ2395'STATION ON RIGHT, IN ROAD SHOULDER, JUST SOUTH OF A CULVERT AND
 EZ2395'0.2 MILE NORTH OF INTERSECTION WITH SR 2308 CROSSROADS.
 EZ2395'
 EZ2395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2395'BRANCH 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2395'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2395'
 EZ2395'MARK IS 18.9 FT W OF C/L OF NC 96
 EZ2395'
 EZ2395'101.7 FT SSE OF CENTER OF TOP OF WEST CONCRETE HEADWALL
 EZ2395'
 EZ2395'105.9 FT SSW OF CENTER OF TOP OF EAST CONCRETE HEADWALL
 EZ2395'
 EZ2395'165.3 FT N OF CENTER OF TOP OF TELEPHONE PEDESTAL P81
 EZ2395'
 EZ2395'97.9 FT NW OF A RIGHT OF WAY SIGN POST (EAST OF HIGHWAY)
 EZ2395'AND WITH ALUMINUM REF. TAG
 EZ2395'
 EZ2395'28.9 FT E OF 6 INCH TWIN TRUNK MAPLE WITH ALUMINUM REF. TAG
 EZ2395
 EZ2395                          STATION RECOVERY (1976)
 EZ2395
 EZ2395'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2395'5.1 MI NW FROM ZEBULON.
 EZ2395'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2395'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.8 MILES TO STATION ON
 EZ2395'RIGHT, IN ROAD SHOULDER, JUST SOUTH OF A CULVERT, 0.2 MILE NORTH OF
 EZ2395'INTERSECTION WITH SR 2308 CROSSROADS.  18.9 FT. W OF CENTERLINE OF NC
 EZ2395'96, 101.7 FT. SSE OF CENTER OF TOP OF WEST CONCRETE HEADWALL, 105.9
 EZ2395'FT. SSW OF CENTER OF TOP OF EAST CONCRETE HEADWALL, 165.3 FT. N OF
 EZ2395'CENTER OF TOP OF TELEPHONE PEDESTAL NO. P81, 97.9 FT. NW OF A RIGHT OF
 EZ2395'WAY SIGN POST (EAST OF HIGHWAY) AND WITH ALUMINUM REF. TAG AND 28.9
 EZ2395'FT. E OF 6 INCH TWIN TRUNK MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET
 EZ2395'IN CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2395
 EZ2395                          STATION RECOVERY (2004)
 EZ2395
 EZ2395'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2395'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1391 ***********************************************************************
 EZ1391  DESIGNATION -  BRANCH
 EZ1391  PID         -  EZ1391
 EZ1391  STATE/COUNTY-  NC/CHATHAM
 EZ1391  USGS QUAD   -  MERRY OAKS (1981)
 EZ1391
 EZ1391                         *CURRENT SURVEY CONTROL
 EZ1391  ___________________________________________________________________
 EZ1391* NAD 83(2001)-  35 43 47.68307(N)    079 06 36.40817(W)     ADJUSTED  
 EZ1391* NAVD 88     -        89.135  (meters)     292.44   (feet)  ADJUSTED  
 EZ1391  ___________________________________________________________________
 EZ1391  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 EZ1391  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 EZ1391  DYNAMIC HT  -          89.061 (meters)     292.19  (feet)  COMP
 EZ1391  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 EZ1391
 EZ1391  HORZ ORDER  -  SECOND
 EZ1391  VERT ORDER  -  SECOND    CLASS II
 EZ1391
 EZ1391.The horizontal coordinates were established by classical geodetic methods
 EZ1391.and adjusted by the National Geodetic Survey in August 2005.
 EZ1391
 EZ1391.The orthometric height was determined by differential leveling
 EZ1391.and adjusted in June 1991.
 EZ1391
 EZ1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1391
 EZ1391.The geoid height was determined by GEOID03.
 EZ1391
 EZ1391.The dynamic height is computed by dividing the NAVD 88
 EZ1391.geopotential number by the normal gravity value computed on the
 EZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1391.degrees latitude (g = 980.6199 gals.).
 EZ1391
 EZ1391.The modeled gravity was interpolated from observed gravity values.
 EZ1391
 EZ1391;                    North         East     Units Scale Factor Converg.
 EZ1391;SPC NC       -   219,640.292   599,640.174   MT  0.99990732   -0 03 48.8
 EZ1391;SPC NC       -   720,603.19  1,967,319.47   sFT  0.99990732   -0 03 48.8
 EZ1391;UTM  17      - 3,955,638.890   670,919.829   MT  0.99996000   +1 06 14.0
 EZ1391
 EZ1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1391!SPC NC       -   0.99999091  x   0.99990732  =   0.99989823
 EZ1391!UTM  17      -   0.99999091  x   0.99996000  =   0.99995091
 EZ1391
 EZ1391:                Primary Azimuth Mark                     Grid Az
 EZ1391:SPC NC       -  HEARNE                                   061 03 20.4
 EZ1391:UTM  17      -  HEARNE                                   059 53 17.6
 EZ1391
 EZ1391|---------------------------------------------------------------------|
 EZ1391| PID    Reference Object                     Distance      Geod. Az  |
 EZ1391|                                                           dddmmss.s |
 EZ1391| EZ1394 HEARNE                              APPROX. 1.1 KM 0605931.6 |
 EZ1391| EZ1390 WOODS                               317.497 METERS 22251     |
 EZ1391|---------------------------------------------------------------------|
 EZ1391
 EZ1391                          SUPERSEDED SURVEY CONTROL
 EZ1391
 EZ1391  NAD 83(1986)-  35 43 47.68826(N)    079 06 36.41795(W) AD(       ) 2
 EZ1391  NAD 27      -  35 43 47.16381(N)    079 06 37.36721(W) AD(       ) 2
 EZ1391  NGVD 29 (??/??/92)   89.37   (m)          293.2    (f) COMPUTED    2 2
 EZ1391
 EZ1391.Superseded values are not recommended for survey control.
 EZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1391.See file dsdata.txt to determine how the superseded data were derived.
 EZ1391
 EZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7092055639(NAD 83)
 EZ1391_MARKER: DE = TRAVERSE STATION DISK
 EZ1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1391_STAMPING: BRANCH 1973
 EZ1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1391+STABILITY: SURFACE MOTION
 EZ1391
 EZ1391  HISTORY     - Date     Condition        Report By
 EZ1391  HISTORY     - 1973     MONUMENTED       NCGS
 EZ1391  HISTORY     - 1974     GOOD             NCGS
 EZ1391
 EZ1391                          STATION DESCRIPTION
 EZ1391
 EZ1391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ1391'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1391'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1391'
 EZ1391'BRANCH IS LOCATED APPROXIMATELY 1.6 MILES WSW OF GRIFFINS
 EZ1391'CROSSROADS, AND 3.8 MILES EAST OF PITTSBORO.  TO REACH STATION
 EZ1391'FROM THE COURTHOUSE IN PITTSBORO, PROCEED EASTERLY ALONG U.S. 64
 EZ1391'FOR 4.1 MILES TO STATION ON THE LEFT AT THE EAST END OF A
 EZ1391'CUT.  AND 0.25 MILE WEST OF CENTER OF BRIDGE OVER HAW RIVER.
 EZ1391'
 EZ1391'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1391'BRANCH 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1391'WHICH IS FLUSH WITH THE GROUND.
 EZ1391'
 EZ1391'MARK IS 31.3 FT NW OF C/L OF U.S. 64
 EZ1391'
 EZ1391'333.0 FT SW OF WEST END OF GUARD RAIL ON NORTH SIDE OF U.S. 64
 EZ1391'
 EZ1391'30.0 FT E OF 12 IN BIRCH WITH ALUMINUM REF. TAG
 EZ1391'
 EZ1391'203.0 FT SW OF 24 IN POPLAR WITH ALUMINUM REF. TAG
 EZ1391
 EZ1391                          STATION RECOVERY (1974)
 EZ1391
 EZ1391'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1391'3.8 MI E FROM PITTSBORO.
 EZ1391'BRANCH IS LOCATED APPROXIMATELY 1.6 MILES WSW OF GRIFFINS CROSSROADS.
 EZ1391'TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED EASTERLY
 EZ1391'ALONG U.S. 64 FOR 4.1 MILES TO STATION ON THE LEFT AT THE EAST
 EZ1391'END OF A CUT, AND 0.25 MILE WEST OF CENTER OF BRIDGE OVER HAW
 EZ1391'RIVER, 31.3 FT NW OF C/L OF U.S. 64, 333.0 FT SW OF WEST END OF
 EZ1391'GUARD RAIL ON NORTH SIDE OF U.S. 64, 30.0 FT EAST OF 12 IN BIRCH
 EZ1391'WITH ALUMINUM REF. TAG, AND 203.0 FT SW OF 24 IN POPLAR WITH
 EZ1391'ALUMINUM REF. TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE
 EZ1391'TOP OF WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2211 ***********************************************************************
 FX2211  DESIGNATION -  BRANCH
 FX2211  PID         -  FX2211
 FX2211  STATE/COUNTY-  NC/HALIFAX
 FX2211  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX2211
 FX2211                         *CURRENT SURVEY CONTROL
 FX2211  ___________________________________________________________________
 FX2211* NAD 83(2001)-  36 24 30.68055(N)    077 38 24.44468(W)     ADJUSTED  
 FX2211* NAVD 88     -        39.409  (meters)     129.29   (feet)  ADJUSTED  
 FX2211  ___________________________________________________________________
 FX2211  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 FX2211  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 FX2211  DYNAMIC HT  -          39.378 (meters)     129.19  (feet)  COMP
 FX2211  MODELED GRAV-     979,845.4   (mgal)                       NAVD 88
 FX2211
 FX2211  HORZ ORDER  -  SECOND
 FX2211  VERT ORDER  -  SECOND    CLASS I
 FX2211
 FX2211.The horizontal coordinates were established by classical geodetic methods
 FX2211.and adjusted by the National Geodetic Survey in August 2005.
 FX2211
 FX2211.The orthometric height was determined by differential leveling
 FX2211.and adjusted in June 1991.
 FX2211
 FX2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2211
 FX2211.The geoid height was determined by GEOID03.
 FX2211
 FX2211.The dynamic height is computed by dividing the NAVD 88
 FX2211.geopotential number by the normal gravity value computed on the
 FX2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2211.degrees latitude (g = 980.6199 gals.).
 FX2211
 FX2211.The modeled gravity was interpolated from observed gravity values.
 FX2211
 FX2211;                    North         East     Units Scale Factor Converg.
 FX2211;SPC NC       -   295,767.589   731,582.719   MT  1.00007649   +0 47 05.6
 FX2211;SPC NC       -   970,364.16  2,400,200.97   sFT  1.00007649   +0 47 05.6
 FX2211;UTM  18      - 4,032,499.797   263,260.258   MT  1.00029058   -1 34 03.9
 FX2211
 FX2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2211!SPC NC       -   0.99999917  x   1.00007649  =   1.00007566
 FX2211!UTM  18      -   0.99999917  x   1.00029058  =   1.00028975
 FX2211
 FX2211:                Primary Azimuth Mark                     Grid Az
 FX2211:SPC NC       -  ROANOKE RAPIDS WELDON CATV TWR           000 10 22.6
 FX2211:UTM  18      -  ROANOKE RAPIDS WELDON CATV TWR           002 31 32.1
 FX2211
 FX2211|---------------------------------------------------------------------|
 FX2211| PID    Reference Object                     Distance      Geod. Az  |
 FX2211|                                                           dddmmss.s |
 FX2211| FX4232 ROANOKE RAPIDS WELDON CATV TWR      APPROX. 1.4 KM 0005728.2 |
 FX2211| FX4233 GARNER                              APPROX. 0.9 KM 2040143.0 |
 FX2211| FX4215 ADAMS RM 4 AZIMUTH                  APPROX. 0.8 KM 3092401.6 |
 FX2211|---------------------------------------------------------------------|
 FX2211
 FX2211                          SUPERSEDED SURVEY CONTROL
 FX2211
 FX2211  NAD 83(1993)-  36 24 30.68660(N)    077 38 24.44315(W) AD(       ) 2
 FX2211  NAD 83(1986)-  36 24 30.68864(N)    077 38 24.45452(W) AD(       ) 2
 FX2211  NAD 27      -  36 24 30.13627(N)    077 38 25.52913(W) AD(       ) 2
 FX2211  NGVD 29 (??/??/92)   39.719  (m)          130.31   (f) ADJ UNCH    2 1
 FX2211
 FX2211.Superseded values are not recommended for survey control.
 FX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2211.See file dsdata.txt to determine how the superseded data were derived.
 FX2211
 FX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6326032500(NAD 83)
 FX2211_MARKER: DE = TRAVERSE STATION DISK
 FX2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2211_SP_SET: CONCRETE POST
 FX2211_STAMPING: BRANCH 1973
 FX2211_MARK LOGO: NCGS  
 FX2211_PROJECTION: RECESSED 8 CENTIMETERS
 FX2211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2211+STABILITY: SURFACE MOTION
 FX2211
 FX2211  HISTORY     - Date     Condition        Report By
 FX2211  HISTORY     - 1973     MONUMENTED       NCGS
 FX2211  HISTORY     - 1978     GOOD             NCGS
 FX2211  HISTORY     - 19870101 GOOD             NCGS
 FX2211  HISTORY     - 19900515 GOOD             NCGS
 FX2211
 FX2211                          STATION DESCRIPTION
 FX2211
 FX2211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2211'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2211'VICINITY OF WELDON, NORTH CAROLINA.
 FX2211'
 FX2211'BRANCH IS LOCATED APPROXIMATELY 2.7 MILES WSW OF WELDON AND 4.0 MILES
 FX2211'SOUTH OF ROANOKE RAPIDS.  TO REACH STATION FROM THE I-95 UNDERPASS
 FX2211'OF US 158, PROCEED SOUTH ALONG I-95 FOR 1.65 MILES TO STATION ON
 FX2211'LEFT IN MEDIAN, 2.95 MILES NORTH OF THE NC 903 OVERPASS, AND 0.6
 FX2211'MILE NORTH OF NC 125 OVERPASS (NO EXIT).
 FX2211'
 FX2211'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED BRANCH
 FX2211'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FX2211'INCHES BELOW THE SURFACE OF THE GROUND.
 FX2211'
 FX2211'MARK IS
 FX2211'22.6 FEET NW OF C/L OF I-95 N BOUND LANE.
 FX2211'26.0 FEET NNE OF NUMERALS 597 EMBEDDED IN W EDGE OF N BOUND
 FX2211'PAVEMENT.
 FX2211'38.6 FEET ENE OF N END OF W HEADWALL OF N BOUND LANE.
 FX2211'3.7 FEET NE OF NORTHERNMOST GUARD RAIL POST SIDE OF N BOUND
 FX2211'LANE.  64.3 FEET S OF Y INTERSECTION OF DRAIN DITCH IN MEDIAN.
 FX2211
 FX2211                          STATION RECOVERY (1978)
 FX2211
 FX2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2211'2.7 MI WSW FROM WELDON.
 FX2211'TO REACH STATION FROM THE I 95 OVERPASS OF US 158, PROCEED SOUTH
 FX2211'ALONG I 95 FRO 1.65 MILES TO STATION ON LEFT IN MEDIAN, 0.6 MILE NORTH
 FX2211'OF NC 125 OVERPASS, 22.6 FT. NORTHWEST OF CENTERLINE OF NORTHBOUND
 FX2211'LANE, 51.2 FT. EAST SOUTHEAST OF CENTER OF METAL DROP INLET IN MEDIAN,
 FX2211'77.9 FT. SOUTHWEST OF NUMERALS 598 EMBEDDED IN WEST EDGE OF NORTH-
 FX2211'BOUND LANE PAVEMENT AND 26.0 FT. NORTH NORTHEAST OF NUMERALS 597.
 FX2211
 FX2211                          STATION RECOVERY (1987)
 FX2211
 FX2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 FX2211'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FX2211'ADEQUATE EXCEPT THAT THE STATION IS 3.6 MILES NORTH OF NC 903, AND THE
 FX2211'GUARD RAIL AND THE HEADWALL ARE GONE. THE STATION IS A BENCH MARK.
 FX2211
 FX2211                          STATION RECOVERY (1990)
 FX2211
 FX2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FX2211'RECOVERED AS DESCRIBED.  MARK IS RECESSED 1 INCH BELOW GROUND AND
 FX2211'LEVEL WITH NORTH-BOUND LANE.  LOCATED 51.0 FT (15.5 M) SOUTHEAST OF A
 FX2211'METAL GRATE DROP INLET IN MEDIAN, 77.8 FT (23.7 M) SOUTHWEST OF
 FX2211'NUMERALS--598--IMBEDDED IN THE PAVEMENT, AND ABOUT 300 FT (91.4 M)
 FX2211'NORTHEAST OF THE SOUTH END OF A DRAINAGE DITCH ON THE EAST SIDE OF THE
 FX2211'NORTH-BOUND LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2298 ***********************************************************************
 EZ2298  DESIGNATION -  BRANCH
 EZ2298  PID         -  EZ2298
 EZ2298  STATE/COUNTY-  NC/RANDOLPH
 EZ2298  USGS QUAD   -  LIBERTY (1974)
 EZ2298
 EZ2298                         *CURRENT SURVEY CONTROL
 EZ2298  ___________________________________________________________________
 EZ2298* NAD 83(2001)-  35 46 32.94202(N)    079 36 50.76344(W)     ADJUSTED  
 EZ2298* NAVD 88     -       199.887  (meters)     655.80   (feet)  ADJUSTED  
 EZ2298  ___________________________________________________________________
 EZ2298  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EZ2298  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 EZ2298  DYNAMIC HT  -         199.719 (meters)     655.24  (feet)  COMP
 EZ2298  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 EZ2298
 EZ2298  HORZ ORDER  -  SECOND
 EZ2298  VERT ORDER  -  SECOND    CLASS I
 EZ2298
 EZ2298.The horizontal coordinates were established by classical geodetic methods
 EZ2298.and adjusted by the National Geodetic Survey in August 2005.
 EZ2298
 EZ2298.The orthometric height was determined by differential leveling
 EZ2298.and adjusted in June 1991.
 EZ2298
 EZ2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2298
 EZ2298.The geoid height was determined by GEOID03.
 EZ2298
 EZ2298.The dynamic height is computed by dividing the NAVD 88
 EZ2298.geopotential number by the normal gravity value computed on the
 EZ2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2298.degrees latitude (g = 980.6199 gals.).
 EZ2298
 EZ2298.The modeled gravity was interpolated from observed gravity values.
 EZ2298
 EZ2298;                    North         East     Units Scale Factor Converg.
 EZ2298;SPC NC       -   224,899.436   554,080.438   MT  0.99991432   -0 21 16.0
 EZ2298;SPC NC       -   737,857.57  1,817,845.57   sFT  0.99991432   -0 21 16.0
 EZ2298;UTM  17      - 3,959,969.552   625,264.250   MT  0.99979335   +0 48 37.2
 EZ2298
 EZ2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2298!SPC NC       -   0.99997339  x   0.99991432  =   0.99988771
 EZ2298!UTM  17      -   0.99997339  x   0.99979335  =   0.99976674
 EZ2298
 EZ2298:                Primary Azimuth Mark                     Grid Az
 EZ2298:SPC NC       -  TRACTOR                                  055 05 54.1
 EZ2298:UTM  17      -  TRACTOR                                  053 56 00.9
 EZ2298
 EZ2298|---------------------------------------------------------------------|
 EZ2298| PID    Reference Object                     Distance      Geod. Az  |
 EZ2298|                                                           dddmmss.s |
 EZ2298| EZ2299 TRACTOR                             APPROX. 1.5 KM 0544438.1 |
 EZ2298| EZ2297 HICKS                               482.041 METERS 2152622.4 |
 EZ2298|---------------------------------------------------------------------|
 EZ2298
 EZ2298                          SUPERSEDED SURVEY CONTROL
 EZ2298
 EZ2298  NAD 83(1986)-  35 46 32.94701(N)    079 36 50.77078(W) AD(       ) 2
 EZ2298  NAD 27      -  35 46 32.45306(N)    079 36 51.67755(W) AD(       ) 2
 EZ2298  NGVD 29 (??/??/92)  200.122  (m)          656.57   (f) ADJ UNCH    2 1
 EZ2298
 EZ2298.Superseded values are not recommended for survey control.
 EZ2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2298.See file dsdata.txt to determine how the superseded data were derived.
 EZ2298
 EZ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2526459970(NAD 83)
 EZ2298_MARKER: DD = SURVEY DISK
 EZ2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2298_STAMPING: BRANCH 1975
 EZ2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2298+STABILITY: SURFACE MOTION
 EZ2298
 EZ2298  HISTORY     - Date     Condition        Report By
 EZ2298  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2298  HISTORY     - 1975     GOOD             NCGS
 EZ2298
 EZ2298                          STATION DESCRIPTION
 EZ2298
 EZ2298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2298'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2298'THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ2298'
 EZ2298'BRANCH IS LOCATED APPROXIMATELY 3.6 MILES NE OF RAMSEUR, AND
 EZ2298'5.8 MILES SSW OF LIBERTY.  TO REACH STATION FROM INTERSECTION OF
 EZ2298'U.S. 64 (JORDAN ROAD) WITH NC 49 IN RAMSEUR, PROCEED NE ALONG NC
 EZ2298'49 FOR 3.25 MILES TO STATION ON LEFT AT WOODS LINE, AND 0.2 MILE
 EZ2298'NORTH OF INTERSECTION WITH SR 2480 NW.
 EZ2298'
 EZ2298'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2298'BRANCH 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ2298'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2298'
 EZ2298'MARK IS 32.4 FT NW OF C/L OF NC 49
 EZ2298'
 EZ2298'5.4 FT S OF 12 IN MAPLE WITH ALUMINUM REF. TAG
 EZ2298'
 EZ2298'45.8 FT NE OF 16 IN MAPLE WITH ALUMINUM REF. TAG
 EZ2298'
 EZ2298'75.9 FT WNW OF 8 IN SHORT LEAF PINE
 EZ2298'
 EZ2298'72.5 FT N OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2298'
 EZ2298'123.9 FT N OF 8 IN CEDAR WITH ALUMINUM REF. TAG
 EZ2298
 EZ2298                          STATION RECOVERY (1975)
 EZ2298
 EZ2298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2298'3.6 MI NE FROM RAMSEUR.
 EZ2298'TO REACH STATION FROM INTERSECTION OF US 64 (JORDAN ROAD) WITH NC 49
 EZ2298'IN RAMSEUR, PROCEED NE ALONG 49 FOR 3.25 MILES TO STATION ON LEFT AT
 EZ2298'WOODS LINE, AND 0.2 MILE NORTH OF INTERSECTION WITH SR 2480 NW.  32.4
 EZ2298'FT. NW OF C/L OF NC 49, 5.4 FT. SOUTH OF 12 IN. MAPLE WITH ALUMINUM
 EZ2298'REF. TAG, 45.8 FT. NE OF 16 IN. MAPLE WITH ALUMINUM REF. TAG, 75.9 FT.
 EZ2298'WNW OF 8 IN. SHORT LEAF PINE, 72.5 FT. NORTH OF FENCE POST WITH
 EZ2298'ALUMINUM REF. TAG, 123.9 FT. NORTH OF 8 IN. CEDAR WITH ALUMINUM REF.
 EZ2298'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE
 EZ2298'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2599 ***********************************************************************
 FB2599  DESIGNATION -  BRANCH
 FB2599  PID         -  FB2599
 FB2599  STATE/COUNTY-  NC/CHEROKEE
 FB2599  USGS QUAD   -  PEACHTREE (1973)
 FB2599
 FB2599                         *CURRENT SURVEY CONTROL
 FB2599  ___________________________________________________________________
 FB2599* NAD 83(2001)-  35 07 12.06658(N)    083 56 20.41225(W)     ADJUSTED  
 FB2599* NAVD 88     -       515.8    (meters)    1692.     (feet)  VERTCON   
 FB2599  ___________________________________________________________________
 FB2599  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 FB2599  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FB2599  HORZ ORDER  -  SECOND
 FB2599
 FB2599.The horizontal coordinates were established by classical geodetic methods
 FB2599.and adjusted by the National Geodetic Survey in August 2005.
 FB2599
 FB2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2599
 FB2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2599
 FB2599.The geoid height was determined by GEOID03.
 FB2599
 FB2599;                    North         East     Units Scale Factor Converg.
 FB2599;SPC NC       -   163,172.127   159,629.837   MT  0.99987522   -2 51 02.3
 FB2599;SPC NC       -   535,340.55    523,718.89   sFT  0.99987522   -2 51 02.3
 FB2599;UTM  17      - 3,890,306.731   232,163.226   MT  1.00048420   -1 41 30.4
 FB2599;UTM  16      - 3,890,642.029   778,957.768   MT  1.00055916   +1 45 43.6
 FB2599
 FB2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2599!SPC NC       -   0.99992353  x   0.99987522  =   0.99979876
 FB2599!UTM  17      -   0.99992353  x   1.00048420  =   1.00040769
 FB2599!UTM  16      -   0.99992353  x   1.00055916  =   1.00048265
 FB2599
 FB2599:                Primary Azimuth Mark                     Grid Az
 FB2599:SPC NC       -  HUSKIN                                   004 48 42.4
 FB2599:UTM  17      -  HUSKIN                                   003 39 10.5
 FB2599:UTM  16      -  HUSKIN                                   000 11 56.5
 FB2599
 FB2599|---------------------------------------------------------------------|
 FB2599| PID    Reference Object                     Distance      Geod. Az  |
 FB2599|                                                           dddmmss.s |
 FB2599| FB2613 HUSKIN                              APPROX. 0.6 KM 0015740.1 |
 FB2599|---------------------------------------------------------------------|
 FB2599
 FB2599                          SUPERSEDED SURVEY CONTROL
 FB2599
 FB2599  NAD 83(1995)-  35 07 12.06577(N)    083 56 20.41016(W) AD(       ) 2
 FB2599  NAD 83(1986)-  35 07 12.07226(N)    083 56 20.41870(W) AD(       ) 2
 FB2599  NAD 27      -  35 07 11.76547(N)    083 56 20.75237(W) AD(       ) 2
 FB2599  NGVD 29 (07/19/86)  515.8    (m)         1692.     (f) VERT ANG    3  
 FB2599
 FB2599.Superseded values are not recommended for survey control.
 FB2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2599.See file dsdata.txt to determine how the superseded data were derived.
 FB2599
 FB2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3216390307(NAD 83)
 FB2599_MARKER: DE = TRAVERSE STATION DISK
 FB2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2599+STABILITY: SURFACE MOTION
 FB2599
 FB2599  HISTORY     - Date     Condition        Report By
 FB2599  HISTORY     - 1977     MONUMENTED       NCGS
 FB2599
 FB2599                          STATION DESCRIPTION
 FB2599
 FB2599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FB2599'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF PEACHTREE AND
 FB2599'5.8 MILES EAST-NORTHEAST OF MURPHY.
 FB2599'
 FB2599'TO REACH THE STATION FROM THE INTERSECTION OF SR 1519 AND SR 1531 AT
 FB2599'PEACHTREE ELEMENTARY SCHOOL, PROCEED NORTH ALONG SR 1519 FOR 2.0 MILES
 FB2599'TO STATION ON RIGHT, IN SHOULDER OF ROAD AND 0.15 MILE NORTH OF THE
 FB2599'SOUTH INTERSECTION OF SR 1527 (LOOP ROAD).
 FB2599'
 FB2599'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1977---, SET IN THE
 FB2599'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 FB2599'SURFACE.  THE MARK IS 19.7 FEET EAST OF THE CENTERLINE OF SR 1519,
 FB2599'2.9 FEET WEST OF A WITNESS POST AND 48.6 FEET NORTH-NORTHEAST OF
 FB2599'CORNER FENCE POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3010 ***********************************************************************
 EA3010  DESIGNATION -  BRANCH
 EA3010  PID         -  EA3010
 EA3010  STATE/COUNTY-  NC/DUPLIN
 EA3010  USGS QUAD   -  CHINQUAPIN (1981)
 EA3010
 EA3010                         *CURRENT SURVEY CONTROL
 EA3010  ___________________________________________________________________
 EA3010* NAD 83(2001)-  34 50 53.83579(N)    077 52 13.52402(W)     ADJUSTED  
 EA3010* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 EA3010  ___________________________________________________________________
 EA3010  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EA3010  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EA3010  HORZ ORDER  -  SECOND
 EA3010
 EA3010.The horizontal coordinates were established by classical geodetic methods
 EA3010.and adjusted by the National Geodetic Survey in August 2005.
 EA3010
 EA3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3010
 EA3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3010
 EA3010.The geoid height was determined by GEOID03.
 EA3010
 EA3010;                    North         East     Units Scale Factor Converg.
 EA3010;SPC NC       -   122,421.354   712,895.322   MT  0.99989723   +0 39 07.0
 EA3010;SPC NC       -   401,644.06  2,338,890.74   sFT  0.99989723   +0 39 07.0
 EA3010;UTM  18      - 3,859,977.355   237,548.189   MT  1.00044905   -1 38 28.0
 EA3010
 EA3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3010!SPC NC       -   1.00000229  x   0.99989723  =   0.99989952
 EA3010!UTM  18      -   1.00000229  x   1.00044905  =   1.00045134
 EA3010
 EA3010:                Primary Azimuth Mark                     Grid Az
 EA3010:SPC NC       -  BATCHELOR                                207 50 07.2
 EA3010:UTM  18      -  BATCHELOR                                210 07 42.2
 EA3010
 EA3010|---------------------------------------------------------------------|
 EA3010| PID    Reference Object                     Distance      Geod. Az  |
 EA3010|                                                           dddmmss.s |
 EA3010| EA3012 BATCHELOR                           APPROX. 0.8 KM 2082914.2 |
 EA3010| EA3011 MCNEIL                              445.144 METERS 3394044.2 |
 EA3010|---------------------------------------------------------------------|
 EA3010
 EA3010                          SUPERSEDED SURVEY CONTROL
 EA3010
 EA3010  NAD 83(1986)-  34 50 53.84527(N)    077 52 13.53511(W) AD(       ) 2
 EA3010  NAD 27      -  34 50 53.24548(N)    077 52 14.60468(W) AD(       ) 2
 EA3010  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG    3  
 EA3010
 EA3010.Superseded values are not recommended for survey control.
 EA3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3010.See file dsdata.txt to determine how the superseded data were derived.
 EA3010
 EA3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3754859977(NAD 83)
 EA3010_MARKER: DE = TRAVERSE STATION DISK
 EA3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3010_STAMPING: BRANCH 1976
 EA3010_MARK LOGO: NCGS  
 EA3010_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3010+STABILITY: SURFACE MOTION
 EA3010
 EA3010  HISTORY     - Date     Condition        Report By
 EA3010  HISTORY     - 1976     MONUMENTED       NCGS
 EA3010  HISTORY     - 19940419 GOOD             USPSQD
 EA3010
 EA3010                          STATION DESCRIPTION
 EA3010
 EA3010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3010'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES WEST-NORTHWEST OF
 EA3010'CHINQUAPIN AND 9.4 MILES SOUTHEAST OF KENANSVILLE.
 EA3010'
 EA3010'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 WEST OF
 EA3010'CHINQUAPIN, PROCEED NORTHWEST ALONG NC 50 FOR 2.5 MILES TO STATION ON
 EA3010'LEFT IN SHOULDER, AND IN SOUTHERNMOST QUADRANT OF CROSSROAD
 EA3010'INTERSECTION WITH SR 1953.
 EA3010'
 EA3010'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1976---, SET IN THE
 EA3010'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 EA3010'MARK IS 47.5 FEET SOUTHWEST OF THE CENTERLINE OF NC 50, 37.0 FEET
 EA3010'SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1953, 26.3 FEET NORTH-
 EA3010'NORTHWEST OF POWER POLE NO. 22803 WITH TRANSFORMER AND REFERENCE TAG,
 EA3010'48.7 FEET NORTHEAST OF TELEPHONE PEDESTAL, 105.0 FEET SOUTHWEST OF 48
 EA3010'INCH OAK WITH REFERENCE TAG AND 51.7 FEET NORTHEAST OF --STOP-- SIGN
 EA3010'WITH REFERENCE TAG.
 EA3010
 EA3010                          STATION RECOVERY (1994)
 EA3010
 EA3010'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2774 ***********************************************************************
 EY2774  DESIGNATION -  BRANCH
 EY2774  PID         -  EY2774
 EY2774  STATE/COUNTY-  NC/GREENE
 EY2774  USGS QUAD   -  JASON (1982)
 EY2774
 EY2774                         *CURRENT SURVEY CONTROL
 EY2774  ___________________________________________________________________
 EY2774* NAD 83(2001)-  35 26 20.26331(N)    077 45 20.55997(W)     ADJUSTED  
 EY2774* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 EY2774  ___________________________________________________________________
 EY2774  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 EY2774  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 EY2774  HORZ ORDER  -  SECOND
 EY2774
 EY2774.The horizontal coordinates were established by classical geodetic methods
 EY2774.and adjusted by the National Geodetic Survey in August 2005.
 EY2774
 EY2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2774
 EY2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2774
 EY2774.The geoid height was determined by GEOID03.
 EY2774
 EY2774;                    North         East     Units Scale Factor Converg.
 EY2774;SPC NC       -   188,064.990   722,563.383   MT  0.99987791   +0 43 05.4
 EY2774;SPC NC       -   617,009.89  2,370,610.03   sFT  0.99987791   +0 43 05.4
 EY2774;UTM  18      - 3,925,213.637   249,855.237   MT  1.00037117   -1 35 55.3
 EY2774
 EY2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2774!SPC NC       -   1.00000086  x   0.99987791  =   0.99987877
 EY2774!UTM  18      -   1.00000086  x   1.00037117  =   1.00037203
 EY2774
 EY2774:                Primary Azimuth Mark                     Grid Az
 EY2774:SPC NC       -  FRAZIER                                  063 03 09.6
 EY2774:UTM  18      -  FRAZIER                                  065 22 10.3
 EY2774
 EY2774|---------------------------------------------------------------------|
 EY2774| PID    Reference Object                     Distance      Geod. Az  |
 EY2774|                                                           dddmmss.s |
 EY2774| EY2571 FRAZIER                             APPROX. 1.7 KM 0634615.0 |
 EY2774|---------------------------------------------------------------------|
 EY2774
 EY2774                          SUPERSEDED SURVEY CONTROL
 EY2774
 EY2774  NAD 83(1986)-  35 26 20.27175(N)    077 45 20.56867(W) AD(       ) 2
 EY2774  NAD 27      -  35 26 19.68901(N)    077 45 21.64915(W) AD(       ) 2
 EY2774  NGVD 29 (07/19/86)   30.3    (m)           99.     (f) VERT ANG    3  
 EY2774
 EY2774.Superseded values are not recommended for survey control.
 EY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2774.See file dsdata.txt to determine how the superseded data were derived.
 EY2774
 EY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4985525214(NAD 83)
 EY2774_MARKER: DE = TRAVERSE STATION DISK
 EY2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2774_STAMPING: BRANCH 1975
 EY2774_MARK LOGO: NCGS  
 EY2774_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2774+STABILITY: SURFACE MOTION
 EY2774
 EY2774  HISTORY     - Date     Condition        Report By
 EY2774  HISTORY     - 1975     MONUMENTED       NCGS
 EY2774
 EY2774                          STATION DESCRIPTION
 EY2774
 EY2774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY2774'THE STATION IS LOCATED APPROXIMATELY 4.8 MILES WEST OF SNOW HILL AND
 EY2774'14.0 MILES EAST-NORTHEAST OF GOLDSBORO, NORTH CAROLINA.
 EY2774'
 EY2774'TO REACH STATION FROM JUNCTION OF US 13 WITH NC 58 WEST OF SNOW HILL,
 EY2774'PROCEED SOUTHWESTERLY ALONG US 13 FOR 3.35 MILES TO STATION ON LEFT IN
 EY2774'RIGHT-OF-WAY, ON SOUTH SIDE OF A DRAINAGE DITCH, APPROXIMATELY 100
 EY2774'FEET EAST-NORTHEAST OF A DOUBLE CONCRETE CULVERT UNDER HIGHWAY AND
 EY2774'0.25 MILE EAST OF INTERSECTION WITH SR 1149 (SOUTHEAST) AND SR 1205
 EY2774'(NORTH) CROSSROADS.
 EY2774'
 EY2774'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1975---, SET IN THE
 EY2774'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2774'THE MARK IS 36.3 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF US 13, 93.9
 EY2774'FEET EAST-NORTHEAST OF CENTER OF CONCRETE HEADWALL ON SOUTH SIDE OF
 EY2774'HIGHWAY, 109.9 FEET EAST-SOUTHEAST OF CENTER OF CONCRETE HEADWALL ON
 EY2774'NORTH SIDE OF HIGHWAY, 47.8 FEET NORTHEAST OF POWER POLE WITH
 EY2774'ALUMINUM TAG, 16.9 FEET WEST-NORTHWEST OF 30 INCH PINE WITH ALUMINUM
 EY2774'TAG, 19.8 FEET NORTH-NORTHWEST OF 18 INCH PINE WITH ALUMINUM TAG, AND
 EY2774'106.6 FEET SOUTH-SOUTHWEST OF 10 INCH PINE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3571 ***********************************************************************
 EY3571  DESIGNATION -  BRANCH
 EY3571  PID         -  EY3571
 EY3571  STATE/COUNTY-  NC/PAMLICO
 EY3571  USGS QUAD   -  JONES BAY (1993)
 EY3571
 EY3571                         *CURRENT SURVEY CONTROL
 EY3571  ___________________________________________________________________
 EY3571* NAD 83(2001)-  35 09 19.09750(N)    076 35 00.63883(W)     ADJUSTED  
 EY3571* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3571  ___________________________________________________________________
 EY3571  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EY3571  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EY3571  HORZ ORDER  -  THIRD
 EY3571
 EY3571.The horizontal coordinates were established by classical geodetic methods
 EY3571.and adjusted by the National Geodetic Survey in August 2005.
 EY3571
 EY3571.The orthometric height was scaled from a topographic map.
 EY3571
 EY3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3571
 EY3571.The geoid height was determined by GEOID03.
 EY3571
 EY3571;                    North         East     Units Scale Factor Converg.
 EY3571;SPC NC       -   158,569.750   829,731.001   MT  0.99987400   +1 23 41.0
 EY3571;SPC NC       -   520,240.92  2,722,209.13   sFT  0.99987400   +1 23 41.0
 EY3571;UTM  18      - 3,891,413.785   355,769.331   MT  0.99985638   -0 54 43.0
 EY3571
 EY3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3571!SPC NC       -   1.00000577  x   0.99987400  =   0.99987977
 EY3571!UTM  18      -   1.00000577  x   0.99985638  =   0.99986215
 EY3571
 EY3571|---------------------------------------------------------------------|
 EY3571| PID    Reference Object                     Distance      Geod. Az  |
 EY3571|                                                           dddmmss.s |
 EY3571| EY4812 BRANCH RM 2                          16.670 METERS 02608     |
 EY3571| EY3572 COVE                                APPROX. 2.8 KM 2863922.9 |
 EY3571| EY4811 BRANCH RM 1                          19.680 METERS 31429     |
 EY3571|---------------------------------------------------------------------|
 EY3571
 EY3571                          SUPERSEDED SURVEY CONTROL
 EY3571
 EY3571  NAD 83(1986)-  35 09 19.11097(N)    076 35 00.65131(W) AD(       ) 3
 EY3571  NAD 27      -  35 09 18.50900(N)    076 35 01.88800(W) AD(       ) 3
 EY3571
 EY3571.Superseded values are not recommended for survey control.
 EY3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3571.See file dsdata.txt to determine how the superseded data were derived.
 EY3571
 EY3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5576991414(NAD 83)
 EY3571_MARKER: DS = TRIANGULATION STATION DISK
 EY3571_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3571_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3571
 EY3571  HISTORY     - Date     Condition        Report By
 EY3571  HISTORY     - 1935     MONUMENTED       CGS
 EY3571  HISTORY     - 1962     GOOD             CGS
 EY3571
 EY3571                          STATION DESCRIPTION
 EY3571
 EY3571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3571'STATION IS LOCATED ON THE E SIDE OF BONNER BAY, ABOUT 9/10 MILE
 EY3571'FROM THE MOUTH, AND ON THE N SIDE OF THE BRANCH OF THE BAY
 EY3571'MAKING OFF TO THE EASTWARD 2/10 MILE FROM THE POINT OF LAND AT
 EY3571'THE MOUTH OF THE BRANCH.  IT IS LOCATED ON MARSHLAND, 60 METERS
 EY3571'FROM THE EDGE OF A GROVE OF TREES TO THE EASTWARD.  THERE IS
 EY3571'ANOTHER GROVE OF TREES TO THE SE.
 EY3571'
 EY3571'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3571'CONCRETE IN TOP OF TILE AS DESCRIBED.
 EY3571'
 EY3571'THE DISTANCE TO THE SHORE LINE IN THE DIRECTION OF SPRING CREEK
 EY3571'IS 24.20 METERS, AND TO THE HEAD OF A COVE TO THE W IS 48.0
 EY3571'METERS.  (R.M.NO. 1 TO R.M. NO. 2 - 21.41 METERS).
 EY3571'
 EY3571'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 EY3571
 EY3571                          STATION RECOVERY (1962)
 EY3571
 EY3571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EY3571'THE STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EY3571'CONDITION.  IT IS BEST DESCRIBED AS BEING ON THE NORTH SHORE OF
 EY3571'A BAY, TO THE SOUTHEAST OF A LONG MARSH POINT AND TO THE
 EY3571'NORTHWEST OF THE SOUTHEAST CLUMP OF TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4217 ***********************************************************************
 EY4217  DESIGNATION -  BRANCH
 EY4217  PID         -  EY4217
 EY4217  STATE/COUNTY-  NC/PITT
 EY4217  USGS QUAD   -  GREENVILLE SE (1982)
 EY4217
 EY4217                         *CURRENT SURVEY CONTROL
 EY4217  ___________________________________________________________________
 EY4217* NAD 83(2001)-  35 33 40.68456(N)    077 16 06.92684(W)     ADJUSTED  
 EY4217* NAVD 88     -        10.76   (+/-2cm)      35.3    (feet)  VERTCON   
 EY4217  ___________________________________________________________________
 EY4217  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EY4217  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 EY4217  HORZ ORDER  -  SECOND
 EY4217  VERT ORDER  -  THIRD ? (See Below)
 EY4217
 EY4217.The horizontal coordinates were established by classical geodetic methods
 EY4217.and adjusted by the National Geodetic Survey in August 2005.
 EY4217
 EY4217.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4217.The vertical order pertains to the NGVD 29 superseded value.
 EY4217
 EY4217.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4217
 EY4217.The geoid height was determined by GEOID03.
 EY4217
 EY4217;                    North         East     Units Scale Factor Converg.
 EY4217;SPC NC       -   202,297.635   766,545.809   MT  0.99988714   +0 59 57.5
 EY4217;SPC NC       -   663,704.82  2,514,909.04   sFT  0.99988714   +0 59 57.5
 EY4217;UTM  18      - 3,937,660.113   294,393.375   MT  1.00012097   -1 19 11.3
 EY4217
 EY4217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4217!SPC NC       -   1.00000399  x   0.99988714  =   0.99989113
 EY4217!UTM  18      -   1.00000399  x   1.00012097  =   1.00012496
 EY4217
 EY4217                          SUPERSEDED SURVEY CONTROL
 EY4217
 EY4217  NAD 83(1986)-  35 33 40.69866(N)    077 16 06.93669(W) AD(       ) 2
 EY4217  NGVD 29 (10/26/90)   11.10   (m)           36.4    (f) LEVELING    3  
 EY4217
 EY4217.Superseded values are not recommended for survey control.
 EY4217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4217.See file dsdata.txt to determine how the superseded data were derived.
 EY4217
 EY4217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9439337660(NAD 83)
 EY4217_MARKER: DE = TRAVERSE STATION DISK
 EY4217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4217_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4217+STABILITY: SURFACE MOTION
 EY4217
 EY4217  HISTORY     - Date     Condition        Report By
 EY4217  HISTORY     - 1979     MONUMENTED       NCGS
 EY4217  HISTORY     - 19870404 GOOD             USPSQD
 EY4217  HISTORY     - 1988     GOOD             USPSQD
 EY4217  HISTORY     - 1989     GOOD             USPSQD
 EY4217  HISTORY     - 20040314 MARK NOT FOUND   USPSQD
 EY4217
 EY4217                          STATION DESCRIPTION
 EY4217
 EY4217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4217'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES SOUTH-SOUTHEAST OF
 EY4217'SIMPSON AND 7.1 MILES EAST-SOUTHEAST OF GREENVILLE.
 EY4217'
 EY4217'TO REACH THE STATION FROM THE SR 1755 RAILROAD CROSSING IN SIMPSON,
 EY4217'PROCEED SOUTHERLY ALONG SR 1755 FOR 0.9 MILE TO STATION IN THE RIGHT
 EY4217'SHOULDER AT THE SOUTH SIDE OF NORTH FORK OF JUNIPER BRANCH.
 EY4217'
 EY4217'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1979---, SET IN THE
 EY4217'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND
 EY4217'SURFACE. THE MARK IS 16.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR
 EY4217'1755, 13.6 FEET SOUTH OF SOUTH END OF WEST BRIDGE RAIL, 17.3 FEET
 EY4217'NORTHEAST OF TELEPHONE POLE AND 79.4 FEET SOUTHWEST OF 15 INCH PINE
 EY4217'BOTH WITH REFERENCE TAGS.
 EY4217
 EY4217                          STATION RECOVERY (1987)
 EY4217
 EY4217'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG)
 EY4217'RECOVERED IN GOOD CONDITION.
 EY4217
 EY4217                          STATION RECOVERY (1988)
 EY4217
 EY4217'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM)
 EY4217'RECOVERED IN GOOD CONDITION.
 EY4217
 EY4217                          STATION RECOVERY (1989)
 EY4217
 EY4217'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY4217'RECOVERED IN GOOD CONDITION.
 EY4217
 EY4217                          STATION RECOVERY (2004)
 EY4217
 EY4217'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY4217'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4158 ***********************************************************************
 FY4158  DESIGNATION -  BRANCH
 FY4158  PID         -  FY4158
 FY4158  STATE/COUNTY-  NC/CASWELL
 FY4158  USGS QUAD   -  PARK SPRING (1994)
 FY4158
 FY4158                         *CURRENT SURVEY CONTROL
 FY4158  ___________________________________________________________________
 FY4158* NAD 83(2001)-  36 28 53.44015(N)    079 29 34.19398(W)     ADJUSTED  
 FY4158* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 FY4158  ___________________________________________________________________
 FY4158  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 FY4158  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FY4158  HORZ ORDER  -  SECOND
 FY4158
 FY4158.The horizontal coordinates were established by classical geodetic methods
 FY4158.and adjusted by the National Geodetic Survey in August 2005.
 FY4158
 FY4158.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4158
 FY4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4158
 FY4158.The geoid height was determined by GEOID03.
 FY4158
 FY4158;                    North         East     Units Scale Factor Converg.
 FY4158;SPC NC       -   303,141.809   565,433.022   MT  1.00010311   -0 17 04.0
 FY4158;SPC NC       -   994,557.75  1,855,091.51   sFT  1.00010311   -0 17 04.0
 FY4158;UTM  17      - 4,038,413.163   635,011.546   MT  0.99982458   +0 53 46.5
 FY4158
 FY4158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4158!SPC NC       -   0.99997132  x   1.00010311  =   1.00007443
 FY4158!UTM  17      -   0.99997132  x   0.99982458  =   0.99979590
 FY4158
 FY4158                          SUPERSEDED SURVEY CONTROL
 FY4158
 FY4158  NAD 83(1993)-  36 28 53.44145(N)    079 29 34.19499(W) AD(       ) 2
 FY4158  NAD 83(1986)-  36 28 53.44611(N)    079 29 34.20136(W) AD(       ) 2
 FY4158  NGVD 29 (01/17/91)  214.9    (m)          705.     (f) VERT ANG    3  
 FY4158
 FY4158.Superseded values are not recommended for survey control.
 FY4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4158.See file dsdata.txt to determine how the superseded data were derived.
 FY4158
 FY4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA3501238413(NAD 83)
 FY4158_MARKER: DE = TRAVERSE STATION DISK
 FY4158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4158_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4158+STABILITY: SURFACE MOTION
 FY4158
 FY4158  HISTORY     - Date     Condition        Report By
 FY4158  HISTORY     - 1978     MONUMENTED       NCGS
 FY4158
 FY4158                          STATION DESCRIPTION
 FY4158
 FY4158'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4158'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES SOUTHWEST OF PELHAM AND
 FY4158'3.6 MILES NORTHEAST OF RUFFIN.
 FY4158'
 FY4158'TO REACH THE STATION FROM THE US 29 UNDERPASS OF NC 700, NORTH OF
 FY4158'PELHAM, PROCEED SOUTHERLY ALONG US 29 FOR 3.0 MILES TO A DIRT
 FY4158'DRIVEWAY AND STATION ON THE RIGHT AND 0.5 MILE SOUTHWEST OF SR 1342,
 FY4158'WHICH LEADS EAST.
 FY4158'
 FY4158'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1978---SET IN THE TOP
 FY4158'OF A 9 INCH CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE GROUND
 FY4158'SURFACE.  THE MARK IS 24.8 FEET NORTHWEST OF THE CENTERLINE OF US 29,
 FY4158'11.6 FEET NORTHEAST OF THE CENTER LINE OF A DIRT DRIVEWAY, 2.6 FEET
 FY4158'SOUTHWEST OF METAL POST WITH REFERENCE TAG, 19.2 FEET SOUTH-SOUTHEAST
 FY4158'OF A 12 INCH MAPLE WITH REFERENCE TAG AND 56.7 FEET SOUTHEAST OF A
 FY4158'4 INCH MAPLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3800 ***********************************************************************
 EB3800  DESIGNATION -  BRANCH
 EB3800  PID         -  EB3800
 EB3800  STATE/COUNTY-  NC/ROBESON
 EB3800  USGS QUAD   -  FAIR BLUFF (1982)
 EB3800
 EB3800                         *CURRENT SURVEY CONTROL
 EB3800  ___________________________________________________________________
 EB3800* NAD 83(2001)-  34 19 53.38605(N)    079 03 07.95588(W)     ADJUSTED  
 EB3800* NAVD 88     -        20.3    (meters)      67.     (feet)  VERTCON   
 EB3800  ___________________________________________________________________
 EB3800  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EB3800  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EB3800  HORZ ORDER  -  SECOND
 EB3800
 EB3800.The horizontal coordinates were established by classical geodetic methods
 EB3800.and adjusted by the National Geodetic Survey in August 2005.
 EB3800
 EB3800.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3800
 EB3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3800
 EB3800.The geoid height was determined by GEOID03.
 EB3800
 EB3800;                    North         East     Units Scale Factor Converg.
 EB3800;SPC NC       -    64,508.957   604,796.629   MT  1.00000051   -0 01 48.5
 EB3800;SPC NC       -   211,643.14  1,984,236.94   sFT  1.00000051   -0 01 48.5
 EB3800;SPC SC       -   278,729.015   788,808.498   MT  0.99986029   +1 04 47.5
 EB3800;SPC SC       -   914,465.27  2,587,954.39   iFT  0.99986029   +1 04 47.5
 EB3800;UTM  17      - 3,800,630.730   679,185.114   MT  0.99999578   +1 05 55.7
 EB3800
 EB3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3800!SPC NC       -   1.00000212  x   1.00000051  =   1.00000263
 EB3800!SPC SC       -   1.00000212  x   0.99986029  =   0.99986241
 EB3800!UTM  17      -   1.00000212  x   0.99999578  =   0.99999790
 EB3800
 EB3800                          SUPERSEDED SURVEY CONTROL
 EB3800
 EB3800  NAD 83(1986)-  34 19 53.42554(N)    079 03 07.94398(W) AD(       ) 2
 EB3800  NGVD 29 (04/22/91)   20.6    (m)           68.     (f) VERT ANG    3  
 EB3800
 EB3800.Superseded values are not recommended for survey control.
 EB3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3800.See file dsdata.txt to determine how the superseded data were derived.
 EB3800
 EB3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7918500631(NAD 83)
 EB3800_MARKER: DE = TRAVERSE STATION DISK
 EB3800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3800_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3800+STABILITY: SURFACE MOTION
 EB3800
 EB3800  HISTORY     - Date     Condition        Report By
 EB3800  HISTORY     - 1977     MONUMENTED       NCGS
 EB3800
 EB3800                          STATION DESCRIPTION
 EB3800
 EB3800'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3800'THE STATION IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF MARIETTA
 EB3800'AND 1.6 MILE NORTHWEST OF FAIR BLUFF.
 EB3800'
 EB3800'TO REACH STATION FROM THE NC 904 BRIDGE OVER LUMBER RIVER AT FAIR
 EB3800'BLUFF, PROCEED NORTHWEST ALONG NC 904 FOR 1.5 MILE TO STATION IN RIGHT
 EB3800'SHOULDER, 0.1 MILE SOUTHEAST OF A BRIDGE AND 0.75 MILE SOUTHEAST OF
 EB3800'SR 2256 LEADING NORTHEAST.
 EB3800'
 EB3800'STATION MARK IS A STANDARD DISK STAMPED---BRANCH 1977---SET IN THE
 EB3800'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EB3800'SURFACE. THE MARK IS 19.2 FEET NORTHEAST OF CENTERLINE OF NC 904,
 EB3800'314.4 FEET SOUTHEAST OF SOUTHEAST CORNER OF A BRIDGE RAIL, 25.0 FEET
 EB3800'WEST OF A 4 INCH MAPLE, 32.1 FEET SOUTH-SOUTHWEST OF A 6 INCH MAPLE,
 EB3800'35.6 FEET WEST-NORTHWEST OF A 10 INCH GUM, 58.9 FEET EAST-NORTHEAST
 EB3800'OF A 16 INCH OAK AND 59.5 FEET NORTHEAST OF A 10 INCH GUM ALL WITH
 EB3800'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5257 ***********************************************************************
 FA5257  DESIGNATION -  BRANCH
 FA5257  PID         -  FA5257
 FA5257  STATE/COUNTY-  NC/BURKE
 FA5257  USGS QUAD   -  VALDESE (1993)
 FA5257
 FA5257                         *CURRENT SURVEY CONTROL
 FA5257  ___________________________________________________________________
 FA5257* NAD 83(2001)-  35 44 24.73385(N)    081 31 32.42114(W)     ADJUSTED  
 FA5257* NAVD 88     -       372.8    (meters)    1223.     (feet)  VERTCON   
 FA5257  ___________________________________________________________________
 FA5257  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 FA5257  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 FA5257  HORZ ORDER  -  SECOND
 FA5257
 FA5257.The horizontal coordinates were established by classical geodetic methods
 FA5257.and adjusted by the National Geodetic Survey in August 2005.
 FA5257
 FA5257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5257
 FA5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5257
 FA5257.The geoid height was determined by GEOID03.
 FA5257
 FA5257;                    North         East     Units Scale Factor Converg.
 FA5257;SPC NC       -   223,682.563   381,178.182   MT  0.99990884   -1 27 27.9
 FA5257;SPC NC       -   733,865.21  1,250,582.09   sFT  0.99990884   -1 27 27.9
 FA5257;UTM  17      - 3,955,261.254   452,467.265   MT  0.99962784   -0 18 25.4
 FA5257
 FA5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5257!SPC NC       -   0.99994655  x   0.99990884  =   0.99985540
 FA5257!UTM  17      -   0.99994655  x   0.99962784  =   0.99957441
 FA5257
 FA5257                          SUPERSEDED SURVEY CONTROL
 FA5257
 FA5257  NAD 83(1995)-  35 44 24.74013(N)    081 31 32.42086(W) AD(       ) 2
 FA5257  NAD 83(1986)-  35 44 24.73867(N)    081 31 32.41974(W) AD(       ) 2
 FA5257  NGVD 29 (02/04/93)  372.9    (m)         1223.     (f) VERT ANG    3  
 FA5257
 FA5257.Superseded values are not recommended for survey control.
 FA5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5257.See file dsdata.txt to determine how the superseded data were derived.
 FA5257
 FA5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5246755261(NAD 83)
 FA5257_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5257_SP_SET: CONCRETE POST
 FA5257_STAMPING: BRANCH 1987
 FA5257_MARK LOGO: NCGS  
 FA5257_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5257+STABILITY: SURFACE MOTION
 FA5257
 FA5257  HISTORY     - Date     Condition        Report By
 FA5257  HISTORY     - 1987     MONUMENTED       NCGS
 FA5257
 FA5257                          STATION DESCRIPTION
 FA5257
 FA5257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA5257'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST OF VALDESE, AND 14.5
 FA5257'KM (9.00 MI) EAST OF MORGANTON AT RUTHERFORD COLLEGE.
 FA5257'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE US 64-70, SR 1001
 FA5257'(MALCOLM BOULEVARD), AND SR 1741 INTERSECTION (AT RUTHERFORD COLLEGE)
 FA5257'NEAR SOUTHWEST CORNER OF SERVICE STATION.
 FA5257'THE STATION IS A STANDARD NCGS DISK STAMPED---BRANCH 1987---, SET INTO
 FA5257'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FA5257'GROUND.  LOCATED 7.62 METERS (25.0 FT) EAST FROM THE CENTERLINE OF SR
 FA5257'1741, 2.68 METERS (8.8 FT) NORTHEAST FROM A STEEL DRAINAGE GRATE, 2.19
 FA5257'METERS (7.2 FT) SOUTH FROM A POWER POLE AND 22.56 METERS (74.0 FT)
 FA5257'NORTH FROM A POWER POLE BOTH WITH REFERENCE TAGS, AND 44.2 METERS
 FA5257'(145 FT) SOUTH FROM THE INTERSECTION.
 FA5257'MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5297 ***********************************************************************
 FA5297  DESIGNATION -  BRANCH
 FA5297  PID         -  FA5297
 FA5297  STATE/COUNTY-  NC/DAVIE
 FA5297  USGS QUAD   -  MOCKSVILLE (1994)
 FA5297
 FA5297                         *CURRENT SURVEY CONTROL
 FA5297  ___________________________________________________________________
 FA5297* NAD 83(2007)-  35 53 43.69288(N)    080 33 42.80599(W)     ADJUSTED  
 FA5297* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 FA5297  ___________________________________________________________________
 FA5297  EPOCH DATE  -        2002.00
 FA5297  X           -     848,278.755 (meters)                     COMP
 FA5297  Y           -  -5,102,969.866 (meters)                     COMP
 FA5297  Z           -   3,718,937.856 (meters)                     COMP
 FA5297  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 FA5297  ELLIP HEIGHT-         231.465 (meters)          (02/10/07) ADJUSTED
 FA5297  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 FA5297
 FA5297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5297  Type    PID    Designation                      North   East  Ellip
 FA5297  -------------------------------------------------------------------
 FA5297  NETWORK FA5297 BRANCH                            3.29   3.19   6.96
 FA5297  -------------------------------------------------------------------
 FA5297
 FA5297.The horizontal coordinates were established by GPS observations
 FA5297.and adjusted by the National Geodetic Survey in February 2007.
 FA5297
 FA5297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5297.The horizontal coordinates are valid at the epoch date displayed above.
 FA5297.The epoch date for horizontal control is a decimal equivalence
 FA5297.of Year/Month/Day.
 FA5297
 FA5297.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5297
 FA5297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5297
 FA5297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5297
 FA5297.The ellipsoidal height was determined by GPS observations
 FA5297.and is referenced to NAD 83.
 FA5297
 FA5297.The geoid height was determined by GEOID03.
 FA5297
 FA5297;                    North         East     Units Scale Factor Converg.
 FA5297;SPC NC       -   239,112.143   468,604.699   MT  0.99993559   -0 54 05.3
 FA5297;SPC NC       -   784,487.09  1,537,413.92   sFT  0.99993559   -0 54 05.3
 FA5297;UTM  17      - 3,972,443.305   539,537.927   MT  0.99961926   +0 15 24.7
 FA5297
 FA5297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5297!SPC NC       -   0.99996367  x   0.99993559  =   0.99989926
 FA5297!UTM  17      -   0.99996367  x   0.99961926  =   0.99958295
 FA5297
 FA5297                          SUPERSEDED SURVEY CONTROL
 FA5297
 FA5297  NAD 83(2001)-  35 53 43.69296(N)    080 33 42.80583(W) AD(       ) 1
 FA5297  ELLIP H (03/27/03)  231.465  (m)                       GP(       ) 4 2
 FA5297  NAD 83(1986)-  35 53 43.70208(N)    080 33 42.81138(W) AD(       ) 1
 FA5297  NAD 83(1986)-  35 53 43.70205(N)    080 33 42.81127(W) AD(       ) 2
 FA5297  NGVD 29 (05/20/97)  263.9    (m)          866.     (f) GPS OBS     3  
 FA5297
 FA5297.Superseded values are not recommended for survey control.
 FA5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5297.See file dsdata.txt to determine how the superseded data were derived.
 FA5297
 FA5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3953872443(NAD 83)
 FA5297_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA5297_SP_SET: DRILLED IN SIDEWALK
 FA5297_STAMPING: BRANCH 1990
 FA5297_MARK LOGO: NCGS  
 FA5297_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5297+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 FA5297
 FA5297  HISTORY     - Date     Condition        Report By
 FA5297  HISTORY     - 1990     MONUMENTED       NCGS
 FA5297  HISTORY     - 20050110 GOOD             GEOCAC
 FA5297
 FA5297                          STATION DESCRIPTION
 FA5297
 FA5297'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5297'STATION IS LOCATED IN DOWNTOWN MOCKSVILLE.
 FA5297'STATION IS IN THE NORTHWEST QUADRANT OF THE US 158 (N. MAIN STREET)
 FA5297'INTERSECTION WITH GAITHER STREET, ONE BLOCK NORTH OF THE COURTHOUSE.
 FA5297'MARK IS ABOUT LEVEL WITH THE ROAD. LOCATED 43.O FT WEST OF THE
 FA5297'CENTERLINE OF US 158, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF
 FA5297'GAITHER STREET, 72.8 FT (22.2 M) EAST-SOUTHEAST OF THE SOUTHEAST
 FA5297'CORNER OF THE BRANCH BANKING AND TRUST BUILDING, AND 16.1 FT (4.9 M)
 FA5297'EAST OF A POWER POLE WITH A REFERENCE TAG.
 FA5297
 FA5297                          STATION RECOVERY (2005)
 FA5297
 FA5297'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FA5297'GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2904 ***********************************************************************
 AB2904  DESIGNATION -  BRANCH
 AB2904  PID         -  AB2904
 AB2904  STATE/COUNTY-  NC/DURHAM
 AB2904  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 AB2904
 AB2904                         *CURRENT SURVEY CONTROL
 AB2904  ___________________________________________________________________
 AB2904* NAD 83(2001)-  35 57 26.38757(N)    078 58 25.85980(W)     ADJUSTED  
 AB2904* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 AB2904  ___________________________________________________________________
 AB2904  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 AB2904  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 AB2904  HORZ ORDER  -  SECOND
 AB2904
 AB2904.The horizontal coordinates were established by classical geodetic methods
 AB2904.and adjusted by the National Geodetic Survey in August 2005.
 AB2904
 AB2904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2904
 AB2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2904
 AB2904.The geoid height was determined by GEOID03.
 AB2904
 AB2904;                    North         East     Units Scale Factor Converg.
 AB2904;SPC NC       -   244,866.630   611,960.153   MT  0.99994830   +0 00 54.3
 AB2904;SPC NC       -   803,366.60  2,007,739.27   sFT  0.99994830   +0 00 54.3
 AB2904;UTM  17      - 3,981,113.263   682,722.338   MT  1.00001141   +1 11 24.2
 AB2904
 AB2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2904!SPC NC       -   0.99999267  x   0.99994830  =   0.99994097
 AB2904!UTM  17      -   0.99999267  x   1.00001141  =   1.00000408
 AB2904
 AB2904                          SUPERSEDED SURVEY CONTROL
 AB2904
 AB2904  NAD 83(1986)-  35 57 26.39090(N)    078 58 25.86857(W) AD(       ) 2
 AB2904  NGVD 29 (04/29/96)   78.1    (m)          256.     (f) VERT ANG    3  
 AB2904
 AB2904.Superseded values are not recommended for survey control.
 AB2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2904.See file dsdata.txt to determine how the superseded data were derived.
 AB2904
 AB2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8272281113(NAD 83)
 AB2904_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2904_STAMPING: BRANCH 1984
 AB2904_MARK LOGO: NCGS  
 AB2904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2904+STABILITY: SURFACE MOTION
 AB2904
 AB2904  HISTORY     - Date     Condition        Report By
 AB2904  HISTORY     - 1984     MONUMENTED       NCGS
 AB2904  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 AB2904
 AB2904                          STATION DESCRIPTION
 AB2904
 AB2904'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2904'STATION IS LOCATED IN SOUTHWEST DURHAM.$ALONG SR 1116 (GARRETT ROAD)
 AB2904'FOR 0.5 KM (0.3 MI) SOUTHEAST FROM US 15-501 (CHAPEL HILL BLVD), AT
 AB2904'NORTH END OF BRIDGE OVER SANDY CREEK.$MARK IS LEVEL WITH HIGHWAY AND
 AB2904'RECESSED 6 INCHES BELOW GROUND. LOCATED 6.1 M (20.0 FT) EAST OF THE
 AB2904'CENTERLINE OF HIGHWAY, 32.5 M (106.6 FT) SOUTH OF THE CENTERLINE OF
 AB2904'ENTRANCE TO NEWLY CLEARED AREA, 7.7 M (25.3 FT) NORTH OF THE NORTH END
 AB2904'OF EAST WHEEL GUARD, 13.0 M (42.7 FT) NORTHEAST OF THE NORTH END OF
 AB2904'WEST WHEEL GUARD, AND 3.7 M (12.1 FT) WEST OF A TELEPHONE CABLE POLE
 AB2904'WITH REFERENCE TAG.
 AB2904
 AB2904                          STATION RECOVERY (2004)
 AB2904
 AB2904'RECOVERY NOTE BY US POWER SQUADRON 2004 (KC)
 AB2904'POSSIBL REMOVED DURING ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7827 ***********************************************************************
 AC7827  DESIGNATION -  BRANCH
 AC7827  PID         -  AC7827
 AC7827  STATE/COUNTY-  NC/MECKLENBURG
 AC7827  USGS QUAD   -  DERITA (1993)
 AC7827
 AC7827                         *CURRENT SURVEY CONTROL
 AC7827  ___________________________________________________________________
 AC7827* NAD 83(2001)-  35 19 55.76004(N)    080 48 39.06539(W)     ADJUSTED  
 AC7827* NAVD 88     -       234.786  (meters)     770.29   (feet)  ADJUSTED  
 AC7827  ___________________________________________________________________
 AC7827  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AC7827  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 AC7827  DYNAMIC HT  -         234.573 (meters)     769.59  (feet)  COMP
 AC7827  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 AC7827
 AC7827  HORZ ORDER  -  SECOND
 AC7827  VERT ORDER  -  SECOND    CLASS II
 AC7827
 AC7827.The horizontal coordinates were established by classical geodetic methods
 AC7827.and adjusted by the National Geodetic Survey in August 2005.
 AC7827
 AC7827.The orthometric height was determined by differential leveling
 AC7827.and adjusted in July 1997.
 AC7827
 AC7827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7827
 AC7827.The geoid height was determined by GEOID03.
 AC7827
 AC7827.The dynamic height is computed by dividing the NAVD 88
 AC7827.geopotential number by the normal gravity value computed on the
 AC7827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7827.degrees latitude (g = 980.6199 gals.).
 AC7827
 AC7827.The modeled gravity was interpolated from observed gravity values.
 AC7827
 AC7827;                    North         East     Units Scale Factor Converg.
 AC7827;SPC NC       -   177,009.983   444,992.636   MT  0.99987357   -1 02 42.6
 AC7827;SPC NC       -   580,740.25  1,459,946.67   sFT  0.99987357   -1 02 42.6
 AC7827;UTM  17      - 3,909,895.275   517,190.086   MT  0.99960364   +0 06 33.8
 AC7827
 AC7827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7827!SPC NC       -   0.99996794  x   0.99987357  =   0.99984152
 AC7827!UTM  17      -   0.99996794  x   0.99960364  =   0.99957160
 AC7827
 AC7827                          SUPERSEDED SURVEY CONTROL
 AC7827
 AC7827  NAD 83(1986)-  35 19 55.77679(N)    080 48 39.07325(W) AD(       ) 2
 AC7827  NGVD 29 (09/29/97)  235.00   (m)          771.0    (f) LEVELING    3  
 AC7827
 AC7827.Superseded values are not recommended for survey control.
 AC7827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7827.See file dsdata.txt to determine how the superseded data were derived.
 AC7827
 AC7827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1719009895(NAD 83)
 AC7827_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7827_STAMPING: BRANCH 1987
 AC7827_MARK LOGO: NCGS  
 AC7827_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC7827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7827+STABILITY: SURFACE MOTION
 AC7827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7827+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 AC7827
 AC7827  HISTORY     - Date     Condition        Report By
 AC7827  HISTORY     - 1987     MONUMENTED       NCGS
 AC7827  HISTORY     - 20010331 GOOD             USPSQD
 AC7827  HISTORY     - 20030423 GOOD             USPSQD
 AC7827  HISTORY     - 20060907 GOOD             USPSQD
 AC7827
 AC7827                          STATION DESCRIPTION
 AC7827
 AC7827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AC7827'STATION IS LOCATED ABOUT 4.34 KM (2.70 MI) NORTH OF DERITA AND 9.17 KM
 AC7827'(5.70 MI) SOUTH OF HUNTERSVILLE. ALONG SR 2665 (W.T. HARRIS BLVD) FOR
 AC7827'4.10 KM (2.55 MI) EAST FROM THE I-77 UNDERPASS, OR 1.21 KM (0.75 MI)
 AC7827'WEST OF SR 2480 (CHESHIRE ROAD). MARK IS 4 FEET HIGHER THAN BOULEVARD
 AC7827'AND RECESSED 1 INCH BELOW GROUND. LOCATED 17.2 M (56.4 FT) SOUTH OF
 AC7827'THE CENTERLINE OF SR 2665, 58.1 M (190.6 FT) WEST OF THE TOP OF METAL
 AC7827'DRAIN COVER--AND 1.0 M (3.3 FT) NORTH OF POWER POLE, 6.5 M (21.3 FT)
 AC7827'NORTHWEST OF RIGHT-OF-WAY FENCE BRACE POST, 5.8 M (19.0 FT) NORTHEAST
 AC7827'OF RIGHT-OF-WAY FENCE POST--ALL THREE WITH REFERENCE TAGS.
 AC7827
 AC7827                          STATION RECOVERY (2001)
 AC7827
 AC7827'RECOVERY NOTE BY US POWER SQUADRON 2001
 AC7827'RECOVERED IN GOOD CONDITION.
 AC7827
 AC7827                          STATION RECOVERY (2003)
 AC7827
 AC7827'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AC7827'RECOVERED IN GOOD CONDITION.
 AC7827
 AC7827                          STATION RECOVERY (2006)
 AC7827
 AC7827'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC7827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8214 ***********************************************************************
 AE8214  DESIGNATION -  BRANCH
 AE8214  PID         -  AE8214
 AE8214  STATE/COUNTY-  NC/MONTGOMERY
 AE8214  USGS QUAD   -  BADIN (1994)
 AE8214
 AE8214                         *CURRENT SURVEY CONTROL
 AE8214  ___________________________________________________________________
 AE8214* NAD 83(2007)-  35 26 25.65386(N)    080 02 25.39092(W)     ADJUSTED  
 AE8214* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 AE8214  ___________________________________________________________________
 AE8214  EPOCH DATE  -        2002.00
 AE8214  X           -     899,765.337 (meters)                     COMP
 AE8214  Y           -  -5,123,940.203 (meters)                     COMP
 AE8214  Z           -   3,677,855.865 (meters)                     COMP
 AE8214  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AE8214  ELLIP HEIGHT-         117.117 (meters)          (02/10/07) ADJUSTED
 AE8214  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AE8214
 AE8214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8214  Type    PID    Designation                      North   East  Ellip
 AE8214  -------------------------------------------------------------------
 AE8214  NETWORK AE8214 BRANCH                            1.86   1.43   2.80
 AE8214  -------------------------------------------------------------------
 AE8214
 AE8214.The horizontal coordinates were established by GPS observations
 AE8214.and adjusted by the National Geodetic Survey in February 2007.
 AE8214
 AE8214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8214.The horizontal coordinates are valid at the epoch date displayed above.
 AE8214.The epoch date for horizontal control is a decimal equivalence
 AE8214.of Year/Month/Day.
 AE8214
 AE8214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8214
 AE8214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8214
 AE8214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8214
 AE8214.The ellipsoidal height was determined by GPS observations
 AE8214.and is referenced to NAD 83.
 AE8214
 AE8214.The geoid height was determined by GEOID03.
 AE8214
 AE8214;                    North         East     Units Scale Factor Converg.
 AE8214;SPC NC       -   188,018.076   515,151.246   MT  0.99987799   -0 36 01.7
 AE8214;SPC NC       -   616,855.97  1,690,125.38   sFT  0.99987799   -0 36 01.7
 AE8214;UTM  17      - 3,922,313.064   587,095.857   MT  0.99969348   +0 33 23.3
 AE8214
 AE8214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8214!SPC NC       -   0.99998162  x   0.99987799  =   0.99985961
 AE8214!UTM  17      -   0.99998162  x   0.99969348  =   0.99967510
 AE8214
 AE8214                          SUPERSEDED SURVEY CONTROL
 AE8214
 AE8214  NAD 83(2001)-  35 26 25.65397(N)    080 02 25.39116(W) AD(       ) 1
 AE8214  ELLIP H (03/13/03)  117.122  (m)                       GP(       ) 4 2
 AE8214  NAD 83(1986)-  35 26 25.66300(N)    080 02 25.40262(W) AD(       ) 1
 AE8214  NGVD 29 (12/22/97)  147.8    (m)          485.     (f) GPS OBS     3  
 AE8214
 AE8214.Superseded values are not recommended for survey control.
 AE8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8214.See file dsdata.txt to determine how the superseded data were derived.
 AE8214
 AE8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8709622313(NAD 83)
 AE8214_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8214_STAMPING: BRANCH 1992
 AE8214_MARK LOGO: NCGS  
 AE8214_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8214+STABILITY: SURFACE MOTION
 AE8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8214+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8214
 AE8214  HISTORY     - Date     Condition        Report By
 AE8214  HISTORY     - 1992     MONUMENTED       NCGS
 AE8214
 AE8214                          STATION DESCRIPTION
 AE8214
 AE8214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8214'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF BADIN AND
 AE8214'10.0 MI (16.1 KM) NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3 MI
 AE8214'(0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8214'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE 0.45 MI
 AE8214'(0.72 KM) SOUTH ALONG THE ENTRANCE ROAD TO FOREST SERVICE ROAD 576,
 AE8214'THENCE 0.7 MI (1.1 KM) WEST ALONG FOREST SERVICE ROAD 576 TO FOREST
 AE8214'SERVICE ROAD 544, THENCE 1.0 MI (1.6 KM) NORTHWEST ALONG ROAD 544 TO
 AE8214'FOREST SERVICE ROAD 554, AND MARK ON THE SOUTHWEST SIDE OF
 AE8214'T-INTERSECTION. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE ROAD AND
 AE8214'IS RECESSED 1 INCH BELOW GROUND. LOCATED 15.0 FT (4.6 M)
 AE8214'WEST-SOUTHWEST 0F THE CENTERLINE OF GRAVEL ROAD NO 544, 236.0 FT (71.9
 AE8214'M) SOUTH OF THE CENTERLINE INTERSECTION OF ROAD 544 AND ROAD 554,
 AE8214'217.0 FT (66.1 M) SOUTH OF THE EAST END OF A CULVERT UNDER THE
 AE8214'ROAD--AND 51.3 FT (15.6 M) NORTH-NORTHWEST OF A 6-INCH PERSIMMON, 42.5
 AE8214'FT (13.0 M) WEST-NORTHWEST OF THE EAST MOST SIGN POST--BOTH WITH
 AE8214'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9997 ***********************************************************************
 AE9997  DESIGNATION -  BRANCH
 AE9997  PID         -  AE9997
 AE9997  STATE/COUNTY-  NC/IREDELL
 AE9997  USGS QUAD   -  BROOKS CROSSROADS (1970)
 AE9997
 AE9997                         *CURRENT SURVEY CONTROL
 AE9997  ___________________________________________________________________
 AE9997* NAD 83(2001)-  36 00 59.33365(N)    080 49 47.27414(W)     ADJUSTED  
 AE9997* NAVD 88     -       301.6    (meters)     989.     (feet)  VERTCON   
 AE9997  ___________________________________________________________________
 AE9997  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AE9997  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AE9997  HORZ ORDER  -  SECOND
 AE9997
 AE9997.The horizontal coordinates were established by classical geodetic methods
 AE9997.and adjusted by the National Geodetic Survey in August 2005.
 AE9997
 AE9997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9997
 AE9997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9997
 AE9997.The geoid height was determined by GEOID03.
 AE9997
 AE9997;                    North         East     Units Scale Factor Converg.
 AE9997;SPC NC       -   252,949.513   444,669.869   MT  0.99996154   -1 03 22.0
 AE9997;SPC NC       -   829,885.19  1,458,887.73   sFT  0.99996154   -1 03 22.0
 AE9997;UTM  17      - 3,985,789.897   515,336.683   MT  0.99960290   +0 06 00.3
 AE9997
 AE9997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9997!SPC NC       -   0.99995784  x   0.99996154  =   0.99991938
 AE9997!UTM  17      -   0.99995784  x   0.99960290  =   0.99956076
 AE9997
 AE9997                          SUPERSEDED SURVEY CONTROL
 AE9997
 AE9997  NAD 83(1986)-  36 00 59.34173(N)    080 49 47.28121(W) AD(       ) 2
 AE9997  NGVD 29 (05/28/98)  301.8    (m)          990.     (f) VERT ANG    3  
 AE9997
 AE9997.Superseded values are not recommended for survey control.
 AE9997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9997.See file dsdata.txt to determine how the superseded data were derived.
 AE9997
 AE9997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1533785790(NAD 83)
 AE9997_MARKER: DE = TRAVERSE STATION DISK
 AE9997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9997_STAMPING: BRANCH 1984
 AE9997_MARK LOGO: NCGS  
 AE9997_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9997+STABILITY: SURFACE MOTION
 AE9997
 AE9997  HISTORY     - Date     Condition        Report By
 AE9997  HISTORY     - 1984     MONUMENTED       NCGS
 AE9997
 AE9997                          STATION DESCRIPTION
 AE9997
 AE9997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AE9997'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-SOUTHEAST OF UNION
 AE9997'GROVE, 8.4 KM (5.2 MI) NORTHWEST OF HARMONY.$ALONG I-77 FOR 1.0 KM
 AE9997'(0.6 MI) NORTH OF THE NC 901 OVERPASS, OR 1.7 KM (1.1 MI) SOUTH OF THE
 AE9997'SR 1816 OVERPASS, IN WEST SHOULDER.$MARK IS FLUSH WITH GROUND AND
 AE9997'LEVEL WITH I-77.  LOCATED 9.8 M (32.2 FT) WEST-NORTHWEST OF CENTERLINE
 AE9997'OF SOUTHBOUND LANE OF I-77, 1.1 M (3.6 FT) WEST-NORTHWEST OF
 AE9997'GUARDRAIL, 59.0 M (193.6 FT) SOUTH-SOUTHWEST OF NORTH END OF
 AE9997'GUARDRAIL, 30.0 M (98.4 FT) EAST-SOUTHEAST OF RIGHT-OF-WAY FENCE
 AE9997'CENTER BRACE POST--AND 19.0 M (62.3 FT) NORTH-NORTHEAST OF EAST-MOST
 AE9997'POST OF ROAD SIGN, 12.9 M (42.3 FT) EAST OF 5-INCH VIRGINIA PINE--BOTH
 AE9997'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4947 ***********************************************************************
 AH4947  DESIGNATION -  BRANCH
 AH4947  PID         -  AH4947
 AH4947  STATE/COUNTY-  NC/JOHNSTON
 AH4947  USGS QUAD   -  SELMA (1988)
 AH4947
 AH4947                         *CURRENT SURVEY CONTROL
 AH4947  ___________________________________________________________________
 AH4947* NAD 83(2001)-  35 32 54.24841(N)    078 18 38.79629(W)     ADJUSTED  
 AH4947* NAVD 88     -        42.2    (meters)     138.     (feet)  VERT ANG  
 AH4947  ___________________________________________________________________
 AH4947  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AH4947  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AH4947  HORZ ORDER  -  SECOND
 AH4947
 AH4947.The horizontal coordinates were established by classical geodetic methods
 AH4947.and adjusted by the National Geodetic Survey in August 2005.
 AH4947
 AH4947.The orthometric height was determined by vertical angle observations.
 AH4947
 AH4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4947
 AH4947.The geoid height was determined by GEOID03.
 AH4947
 AH4947;                    North         East     Units Scale Factor Converg.
 AH4947;SPC NC       -   199,714.875   672,088.861   MT  0.99988595   +0 23 52.1
 AH4947;SPC NC       -   655,231.22  2,205,011.54   sFT  0.99988595   +0 23 52.1
 AH4947;UTM  17      - 3,937,189.084   743,776.835   MT  1.00033239   +1 33 51.3
 AH4947
 AH4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4947!SPC NC       -   0.99999875  x   0.99988595  =   0.99988470
 AH4947!UTM  17      -   0.99999875  x   1.00033239  =   1.00033114
 AH4947
 AH4947                          SUPERSEDED SURVEY CONTROL
 AH4947
 AH4947  NAD 83(1986)-  35 32 54.25597(N)    078 18 38.80463(W) AD(       ) 2
 AH4947
 AH4947.Superseded values are not recommended for survey control.
 AH4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4947.See file dsdata.txt to determine how the superseded data were derived.
 AH4947
 AH4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4377737189(NAD 83)
 AH4947_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4947_STAMPING: BRANCH 1986
 AH4947_MARK LOGO: NCGS  
 AH4947_PROJECTION: FLUSH
 AH4947_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4947+STABILITY: SURFACE MOTION
 AH4947
 AH4947  HISTORY     - Date     Condition        Report By
 AH4947  HISTORY     - 1986     MONUMENTED       NCGS
 AH4947  HISTORY     - 19860101 GOOD             NCGS
 AH4947
 AH4947                          STATION DESCRIPTION
 AH4947
 AH4947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4947'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) WEST-NORTHWEST OF SELMA.
 AH4947'ALONG US 70A FOR 3.1 KM (1.90 MI) NORTHWEST FROM US 301, OR 0.4 KM
 AH4947'(0.25 MI) NORTHWEST OF SR 1003, NEAR A BRANCH. MARK IS FLUSH WITH
 AH4947'GROUND AND 2-FEET LOWER THAN HIGHWAY. LOCATED 20.4 M (66.9 FT)
 AH4947'NORTHEAST OF THE CENTERLINE OF HIGHWAY, 9.7 M (31.8 FT) EAST-NORTHEAST
 AH4947'OF THE SOUTH END OF A CONCRETE DITCH SPILLWAY, 23.6 M (77.4 FT)
 AH4947'SOUTHEAST OF THE SOUTH CORNER OF END OF BOX CULVERT, AND 23.0 M (75.5
 AH4947'FT) WEST-SOUTHWEST OF AN 8-INCH CHERRY WITH A REFERENCE TAG.
 AH4947
 AH4947                          STATION RECOVERY (1986)
 AH4947
 AH4947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8237 ***********************************************************************
 AE8237  DESIGNATION -  BRANCH AZ MK
 AE8237  PID         -  AE8237
 AE8237  STATE/COUNTY-  NC/MONTGOMERY
 AE8237  USGS QUAD   -  BADIN (1994)
 AE8237
 AE8237                         *CURRENT SURVEY CONTROL
 AE8237  ___________________________________________________________________
 AE8237* NAD 83(2001)-  35 26 19.42760(N)    080 02 19.75270(W)     ADJUSTED  
 AE8237* NAVD 88     -       146.6    (meters)     481.     (feet)  VERTCON   
 AE8237  ___________________________________________________________________
 AE8237  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AE8237  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 AE8237  HORZ ORDER  -  SECOND
 AE8237
 AE8237.The horizontal coordinates were established by classical geodetic methods
 AE8237.and adjusted by the National Geodetic Survey in August 2005.
 AE8237
 AE8237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8237
 AE8237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8237
 AE8237.The geoid height was determined by GEOID03.
 AE8237
 AE8237;                    North         East     Units Scale Factor Converg.
 AE8237;SPC NC       -   187,824.733   515,291.416   MT  0.99987790   -0 35 58.5
 AE8237;SPC NC       -   616,221.64  1,690,585.25   sFT  0.99987790   -0 35 58.5
 AE8237;UTM  17      - 3,922,122.626   587,239.875   MT  0.99969379   +0 33 26.5
 AE8237
 AE8237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8237!SPC NC       -   0.99998175  x   0.99987790  =   0.99985966
 AE8237!UTM  17      -   0.99998175  x   0.99969379  =   0.99967555
 AE8237
 AE8237                          SUPERSEDED SURVEY CONTROL
 AE8237
 AE8237  NAD 83(1986)-  35 26 19.43661(N)    080 02 19.76417(W) AD(       ) 2
 AE8237  NGVD 29 (12/22/97)  146.9    (m)          482.     (f) VERT ANG    3  
 AE8237
 AE8237.Superseded values are not recommended for survey control.
 AE8237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8237.See file dsdata.txt to determine how the superseded data were derived.
 AE8237
 AE8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8724022123(NAD 83)
 AE8237_MARKER: DZ = AZIMUTH MARK DISK
 AE8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8237_STAMPING: BRANCH 1992
 AE8237_MARK LOGO: NCGS  
 AE8237_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8237+STABILITY: SURFACE MOTION
 AE8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8237+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8237
 AE8237  HISTORY     - Date     Condition        Report By
 AE8237  HISTORY     - 1992     MONUMENTED       NCGS
 AE8237
 AE8237                          STATION DESCRIPTION
 AE8237
 AE8237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8237'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF BADIN AND
 AE8237'10.0 MI (16.1 KM) NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3 MI
 AE8237'(0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8237'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE SOUTH FOR
 AE8237'0.45 MI (0.72 KM) ALONG THE ENTRANCE ROAD, THENCE WEST FOR 0.7 MI (1.1
 AE8237'KM) ALONG FOREST SERVICE ROAD 576, THENCE NORTHWEST FOR 0.8 MI (1.3
 AE8237'KM) ALONG FOREST SERVICE ROAD 544, TO MARK IN EDGE OF WOODS, OR 0.2 MI
 AE8237'(0.3 KM) SOUTHEAST OF FOREST SERVICE ROAD 554. MARK IS ABOUT 1 FOOT
 AE8237'(0.3 M) LOWER THAN THE ROAD AND PROJECTS 1 INCH ABOVE GROUND. LOCATED
 AE8237'16.0 FT (4.9 M) WEST-SOUTHWEST OF THE CENTER OF GRAVEL ROAD 544, 36.0
 AE8237'FT (11.0 M) SOUTHEAST OF THE SOUTH METAL GATE POST FOR A WOODS ROAD,
 AE8237'21.7 FT (6.6 M) EAST OF A 2-INCH IRON PIPE PROJECTING 3 FEET--AND 16.3
 AE8237'FT (5.0 M) EAST-NORTHEAST OF A 15-INCH MAPLE, 29.1 FT (8.9 M) NORTH OF
 AE8237'A 6-INCH HOLLY--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2669 ***********************************************************************
 AH2669  HT_MOD      -  This is a Height Modernization Survey Station.
 AH2669  DESIGNATION -  BRANDES
 AH2669  PID         -  AH2669
 AH2669  STATE/COUNTY-  NC/MECKLENBURG
 AH2669  USGS QUAD   -  LAKE NORMAN SOUTH (1993)
 AH2669
 AH2669                         *CURRENT SURVEY CONTROL
 AH2669  ___________________________________________________________________
 AH2669* NAD 83(2007)-  35 28 17.81598(N)    080 56 46.62052(W)     ADJUSTED  
 AH2669* NAVD 88     -       231.91   (meters)     760.9    (feet)  GPS OBS   
 AH2669  ___________________________________________________________________
 AH2669  EPOCH DATE  -        2002.00
 AH2669  X           -     818,337.383 (meters)                     COMP
 AH2669  Y           -  -5,135,612.266 (meters)                     COMP
 AH2669  Z           -   3,680,720.159 (meters)                     COMP
 AH2669  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 AH2669  ELLIP HEIGHT-         200.723 (meters)          (02/10/07) ADJUSTED
 AH2669  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AH2669
 AH2669  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2669  Type    PID    Designation                      North   East  Ellip
 AH2669  -------------------------------------------------------------------
 AH2669  NETWORK AH2669 BRANDES                           0.47   0.43   0.76
 AH2669  -------------------------------------------------------------------
 AH2669
 AH2669.The horizontal coordinates were established by GPS observations
 AH2669.and adjusted by the National Geodetic Survey in February 2007.
 AH2669
 AH2669.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2669.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2669.The horizontal coordinates are valid at the epoch date displayed above.
 AH2669.The epoch date for horizontal control is a decimal equivalence
 AH2669.of Year/Month/Day.
 AH2669
 AH2669.The orthometric height was determined by GPS observations and a
 AH2669.high-resolution geoid model.
 AH2669.The orthometric height was determined by GPS observations and a
 AH2669.high-resolution geoid model using precise GPS observation and
 AH2669.processing techniques.
 AH2669
 AH2669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2669
 AH2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2669
 AH2669.The ellipsoidal height was determined by GPS observations
 AH2669.and is referenced to NAD 83.
 AH2669
 AH2669.The geoid height was determined by GEOID03.
 AH2669
 AH2669;                    North         East     Units Scale Factor Converg.
 AH2669;SPC NC       -   192,710.863   432,986.530   MT  0.99987993   -1 07 24.0
 AH2669;SPC NC       -   632,252.22  1,420,556.64   sFT  0.99987993   -1 07 24.0
 AH2669;UTM  17      - 3,925,346.801   504,873.431   MT  0.99960029   +0 01 52.2
 AH2669
 AH2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2669!SPC NC       -   0.99996850  x   0.99987993  =   0.99984843
 AH2669!UTM  17      -   0.99996850  x   0.99960029  =   0.99956880
 AH2669
 AH2669                          SUPERSEDED SURVEY CONTROL
 AH2669
 AH2669  NAD 83(1986)-  35 28 17.83041(N)    080 56 46.62801(W) AD(       ) 1
 AH2669  NAD 83(2001)-  35 28 17.81613(N)    080 56 46.62054(W) AD(       ) 1
 AH2669  ELLIP H (08/02/04)  200.716  (m)                       GP(       ) 4 1
 AH2669  NAD 83(1986)-  35 28 17.83063(N)    080 56 46.62741(W) AD(       ) 2
 AH2669  NGVD 29 (08/11/98)  232.1    (m)          761.     (f) VERT ANG    3  
 AH2669
 AH2669.Superseded values are not recommended for survey control.
 AH2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2669.See file dsdata.txt to determine how the superseded data were derived.
 AH2669
 AH2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0487325347(NAD 83)
 AH2669_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2669_STAMPING: BRANDES 1986
 AH2669_MARK LOGO: NCGS  
 AH2669_PROJECTION: FLUSH
 AH2669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2669+STABILITY: SURFACE MOTION
 AH2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2669+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AH2669
 AH2669  HISTORY     - Date     Condition        Report By
 AH2669  HISTORY     - 1986     MONUMENTED       NCGS
 AH2669  HISTORY     - 20030910 GOOD             NGS+SS
 AH2669
 AH2669                          STATION DESCRIPTION
 AH2669
 AH2669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH2669'STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) WEST OF CORNELIUS, AND 11.6
 AH2669'KM (7.2 MI) SOUTHEAST OF DENVER. PROCEED ALONG NC 73 FOR 1.6 KM (1.0
 AH2669'MI) SOUTHWEST FROM THE I 77 UNDERPASS (WEST OF CORNELIUS), THENCE
 AH2669'ALONG SR 2151 (JETTON RD) FOR 6.3 KM (3.9 MI) WEST, THENCE ALONG
 AH2669'CASUAL CAY LANE FOR 0.3 KM (0.2 MI) WEST TO THE STATION IN THE WEST
 AH2669'YARD OF THE BRANDES RESIDENCE, ON THE LAKE BANK. MARK IS FLUSH WITH
 AH2669'GROUND. LOCATED 55.35 M (181.59 FT) WEST OF THE SOUTHWEST PORCH
 AH2669'CORNER, 23.74 M (77.89 FT) WEST-NORTHWEST OF THE FLAG POLE, 15.06 M
 AH2669'(49.41 FT) SOUTHWEST OF A 10-INCH OAK, 17.65 M (57.91 FT) NORTHWEST OF
 AH2669'A 10-INCH OAK, AND 2.86 M (9.38 FT) EAST-SOUTHEAST OF THE EDGE OF THE
 AH2669'RIP-RAP.
 AH2669
 AH2669                          STATION RECOVERY (2003)
 AH2669
 AH2669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SML)
 AH2669'RECOVERED AS DESCRIBED. NOTE--THIS STATION IS ACCESSED VIA PRIVATE
 AH2669'PROPERTY AND  PERMISSION SHOULD BE OBTAINED PRIOR TO USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2878 ***********************************************************************
 FZ2878  DESIGNATION -  BRANDI
 FZ2878  PID         -  FZ2878
 FZ2878  STATE/COUNTY-  NC/ASHE
 FZ2878  USGS QUAD   -  JEFFERSON (1998)
 FZ2878
 FZ2878                         *CURRENT SURVEY CONTROL
 FZ2878  ___________________________________________________________________
 FZ2878* NAD 83(2001)-  36 24 29.54812(N)    081 28 41.90521(W)     ADJUSTED  
 FZ2878* NAVD 88     -       958.6    (meters)    3145.     (feet)  VERTCON   
 FZ2878  ___________________________________________________________________
 FZ2878  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 FZ2878  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FZ2878  HORZ ORDER  -  SECOND
 FZ2878
 FZ2878.The horizontal coordinates were established by classical geodetic methods
 FZ2878.and adjusted by the National Geodetic Survey in August 2005.
 FZ2878
 FZ2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2878
 FZ2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2878
 FZ2878.The geoid height was determined by GEOID03.
 FZ2878
 FZ2878;                    North         East     Units Scale Factor Converg.
 FZ2878;SPC NC       -   297,672.080   387,311.294   MT  1.00007638   -1 25 49.5
 FZ2878;SPC NC       -   976,612.48  1,270,703.80   sFT  1.00007638   -1 25 49.5
 FZ2878;UTM  17      - 4,029,332.460   457,114.437   MT  0.99962266   -0 17 02.0
 FZ2878
 FZ2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2878!SPC NC       -   0.99985447  x   1.00007638  =   0.99993084
 FZ2878!UTM  17      -   0.99985447  x   0.99962266  =   0.99947719
 FZ2878
 FZ2878                          SUPERSEDED SURVEY CONTROL
 FZ2878
 FZ2878  NAD 83(1995)-  36 24 29.54868(N)    081 28 41.90502(W) AD(       ) 2
 FZ2878  NAD 83(1993)-  36 24 29.55309(N)    081 28 41.90872(W) AD(       ) 2
 FZ2878  NAD 83(1986)-  36 24 29.55951(N)    081 28 41.91116(W) AD(       ) 2
 FZ2878  NGVD 29 (10/27/97)  958.7    (m)         3145.     (f) VERT ANG    3  
 FZ2878
 FZ2878.Superseded values are not recommended for survey control.
 FZ2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2878.See file dsdata.txt to determine how the superseded data were derived.
 FZ2878
 FZ2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5711429332(NAD 83)
 FZ2878_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2878_SP_SET: CONCRETE POST
 FZ2878_STAMPING: BRANDI 1984
 FZ2878_MARK LOGO: NCGS  
 FZ2878_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2878+STABILITY: SURFACE MOTION
 FZ2878
 FZ2878  HISTORY     - Date     Condition        Report By
 FZ2878  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2878
 FZ2878                          STATION DESCRIPTION
 FZ2878
 FZ2878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2878'STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) EAST-NORTHEAST OF WEST
 FZ2878'JEFFERSON AND 1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF JEFFERSON.
 FZ2878'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 2.4 KM (1.5 MI) SOUTH
 FZ2878'FROM US 221 BUSINESS (AT THE EAST SIDE OF JEFFERSON), OR 0.5 KM
 FZ2878'(0.3 MI) NORTH FROM SR 1149 (MT. JEFFERSON ROAD), ON TOP OF A HIGH
 FZ2878'BANK BETWEEN THE HIGHWAY AND SR 1251, AND ABOUT 45 M (147.6 FT) SOUTH
 FZ2878'OF DEADEND OF ROAD.
 FZ2878'MARK IS A STANDARD NCGS DISK STAMPED---BRANDI 1984---, SET INTO THE
 FZ2878'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 6
 FZ2878'INCHES ABOVE GROUND.  LOCATED 44.9 M (147.3 FT) EAST-SOUTHEAST OF THE
 FZ2878'CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT) WEST-NORTHWEST OF THE
 FZ2878'CENTERLINE OF THE ROAD, 5.3 M (17.4 FT) NORTHWEST OF A FENCE POST
 FZ2878'WITH A REFERENCE TAG IN A RIGHT-OF-WAY FENCE, 28.1 M (92.2 FT)
 FZ2878'WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM THE CENTER OF THE EAST
 FZ2878'HEADWALL, 20.9 M (68.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF A METAL
 FZ2878'DRAIN GRATE, AND 60 M (196.8 FT) SOUTH-SOUTHWEST OF THE BRANDIWOOD
 FZ2878'SUBDIVISION SIGN AT THE DEAD END OF THE ROAD. MARK IS 10 FEET ABOVE
 FZ2878'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0848 ***********************************************************************
 EA0848  DESIGNATION -  BRANDON
 EA0848  PID         -  EA0848
 EA0848  STATE/COUNTY-  NC/NEW HANOVER
 EA0848  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0848
 EA0848                         *CURRENT SURVEY CONTROL
 EA0848  ___________________________________________________________________
 EA0848* NAD 83(2001)-  34 20 42.82650(N)    077 53 57.02457(W)     ADJUSTED  
 EA0848* NAVD 88     -         5.931  (meters)      19.46   (feet)  ADJUSTED  
 EA0848  ___________________________________________________________________
 EA0848  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 EA0848  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 EA0848  DYNAMIC HT  -           5.926 (meters)      19.44  (feet)  COMP
 EA0848  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 EA0848
 EA0848  HORZ ORDER  -  SECOND
 EA0848  VERT ORDER  -  SECOND    CLASS II
 EA0848
 EA0848.The horizontal coordinates were established by classical geodetic methods
 EA0848.and adjusted by the National Geodetic Survey in August 2005.
 EA0848
 EA0848.The orthometric height was determined by differential leveling
 EA0848.and adjusted in June 1991.
 EA0848
 EA0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0848
 EA0848.The geoid height was determined by GEOID03.
 EA0848
 EA0848.The dynamic height is computed by dividing the NAVD 88
 EA0848.geopotential number by the normal gravity value computed on the
 EA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0848.degrees latitude (g = 980.6199 gals.).
 EA0848
 EA0848.The modeled gravity was interpolated from observed gravity values.
 EA0848
 EA0848;                    North         East     Units Scale Factor Converg.
 EA0848;SPC NC       -    66,592.708   710,885.168   MT  0.99999673   +0 38 07.3
 EA0848;SPC NC       -   218,479.58  2,332,295.76   sFT  0.99999673   +0 38 07.3
 EA0848;UTM  18      - 3,804,243.973   233,313.885   MT  1.00047676   -1 38 11.8
 EA0848
 EA0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0848!SPC NC       -   1.00000481  x   0.99999673  =   1.00000154
 EA0848!UTM  18      -   1.00000481  x   1.00047676  =   1.00048157
 EA0848
 EA0848:                Primary Azimuth Mark                     Grid Az
 EA0848:SPC NC       -  CASTLE                                   341 11 09.2
 EA0848:UTM  18      -  CASTLE                                   343 27 28.3
 EA0848
 EA0848|---------------------------------------------------------------------|
 EA0848| PID    Reference Object                     Distance      Geod. Az  |
 EA0848|                                                           dddmmss.s |
 EA0848| EA0849 CASTLE                              456.617 METERS 3414916.5 |
 EA0848|---------------------------------------------------------------------|
 EA0848
 EA0848                          SUPERSEDED SURVEY CONTROL
 EA0848
 EA0848  NAD 83(1986)-  34 20 42.83920(N)    077 53 57.03697(W) AD(       ) 2
 EA0848  NAD 27      -  34 20 42.23066(N)    077 53 58.08863(W) AD(       ) 2
 EA0848  NGVD 29 (??/??/92)    6.225  (m)           20.42   (f) ADJ UNCH    2 2
 EA0848
 EA0848.Superseded values are not recommended for survey control.
 EA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0848.See file dsdata.txt to determine how the superseded data were derived.
 EA0848
 EA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3331404244(NAD 83)
 EA0848_MARKER: DD = SURVEY DISK
 EA0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0848_STAMPING: BRANDON 1963
 EA0848_MARK LOGO: NCGS  
 EA0848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0848+STABILITY: SURFACE MOTION
 EA0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0848+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 EA0848
 EA0848  HISTORY     - Date     Condition        Report By
 EA0848  HISTORY     - 1963     MONUMENTED       NCGS
 EA0848  HISTORY     - 1970     GOOD             SCS
 EA0848  HISTORY     - 1975     GOOD             NCDNR
 EA0848  HISTORY     - 1975     GOOD             NCGS
 EA0848  HISTORY     - 1988     GOOD             USPSQD
 EA0848  HISTORY     - 20020429 GOOD             NCGS
 EA0848  HISTORY     - 20020429 GOOD             NCGS
 EA0848  HISTORY     - 20060721 GOOD             USPSQD
 EA0848
 EA0848                          STATION DESCRIPTION
 EA0848
 EA0848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0848'BRANDON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0848'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0848'
 EA0848'BRANDON IS 7.90 MILES NE OF THE CENTER OF WILMINGTON, LOCATED
 EA0848'0.20 MILES SE ALONG NC 132 FROM Y INTERSECTION OF U.S. 117
 EA0848'AND NC 132, ON THE WEST SIDE OF SOUTH BOUND LANE OF NC 132,
 EA0848'1.50 MILES SOUTH OF COUNTY LINE 300 FT PLUS OR MINUS NORTH OF
 EA0848'ACL RR WHERE IS CROSSES NC 132.
 EA0848'
 EA0848'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA0848'BRANDON 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0848'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA0848'
 EA0848'MARK IS
 EA0848'
 EA0848'23.00 FT SW OF C/L OF NC 132
 EA0848'
 EA0848'211.30 FT NE OF 3 LEAD NAILS IN PP AND TEL. POLE 285A ON RR.
 EA0848'
 EA0848'111.20 FT NE OF 3 LEAD NAILS IN PP 11791
 EA0848'
 EA0848'165.00 FT S OF TOP OF GUARD POST AT S END OF TRAFFIC ISLAND
 EA0848'
 EA0848'135.75 FT NW OF 3 LEAD NAILS IN TEL. POLE 3883.
 EA0848'
 EA0848'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0848
 EA0848                          STATION RECOVERY (1970)
 EA0848
 EA0848'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1970 (JAM)
 EA0848'BRANDON 1963 GOOD
 EA0848
 EA0848                          STATION RECOVERY (1975)
 EA0848
 EA0848'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ESL)
 EA0848'BRANDON 1963 GOOD
 EA0848'
 EA0848'ADDITIONAL REFERENCES--
 EA0848'
 EA0848'APPROX. 200 FT NNW OF A RR SIGNAL
 EA0848'
 EA0848'69.3 FT NE OF SE CORNER OF A SUNOCO SERVICE STATION
 EA0848'
 EA0848'77.2 FT SE OF A SUNOCO SIGN
 EA0848'
 EA0848'34.2 FT NE OF A 15 INCH OAK WITH ALUMINUM REF. TAG
 EA0848'
 EA0848'65.5 FT N OF A LAMP POST AT S SIDE OF DRIVE
 EA0848
 EA0848                          STATION RECOVERY (1975)
 EA0848
 EA0848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0848'1.6 MI S FROM CASTLE HAYNE.
 EA0848'BRANDON IS LOCATED APPROXIMATELY 8.1 MILES NNE OF WILMINGTON.  TO
 EA0848'REACH STATION FROM THE JUNCTION OF NC 132 WITH US 117 AT SOUTH EDGE OF
 EA0848'CASTLE HAYNE, PROCEED SOUTH ALONG NC 132 FOR 0.25 MILE TO STATION ON
 EA0848'RIGHT, AND ABOUT 300 FEET NORTHWEST OF THE SEABOARD COAST LINE
 EA0848'RAILROAD CROSSING.  23.3 FT. SW OF C/L OF NC 132, 69.3 FT. NE OF SE
 EA0848'CORNER OF A SUNOCO SERVICE STATION, 65.5 FT. N OF LAMP POST ON S SIDE
 EA0848'OF A DRIVEWAY, 77.2 FT. SE OF SUNOCO SIGN BASE, 84.2 FT. NE OF 15 INCH
 EA0848'OAK WITH ALUMINUM REF. TAG, 211.3 FT. NE OF POWER AND TELEPHONE POLE
 EA0848'NO. 285A ALONG RR, AND 135.7 FT. NW OF TP NO. 3883.  DISK IS SET IN
 EA0848'CONCRETE CYLINDER, 6 INCHES BELOW THE GROUND.
 EA0848
 EA0848                          STATION RECOVERY (1988)
 EA0848
 EA0848'RECOVERY NOTE BY US POWER SQUADRON 1988 (HHB)
 EA0848'RECOVERED IN GOOD CONDITION.
 EA0848
 EA0848                          STATION RECOVERY (2002)
 EA0848
 EA0848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 EA0848'RECOVERED AS DESCRIBED.
 EA0848
 EA0848                          STATION RECOVERY (2002)
 EA0848
 EA0848'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 EA0848'RECOVERED AS DESCRIBED.
 EA0848
 EA0848                          STATION RECOVERY (2006)
 EA0848
 EA0848'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 EA0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7370 ***********************************************************************
 AE7370  DESIGNATION -  BRANDON
 AE7370  PID         -  AE7370
 AE7370  STATE/COUNTY-  NC/WAKE
 AE7370  USGS QUAD   -  BAYLEAF (1987)
 AE7370
 AE7370                         *CURRENT SURVEY CONTROL
 AE7370  ___________________________________________________________________
 AE7370* NAD 83(2001)-  35 54 10.13168(N)    078 41 11.25616(W)     ADJUSTED  
 AE7370* NAVD 88     -       145.229  (meters)     476.47   (feet)  ADJUSTED  
 AE7370  ___________________________________________________________________
 AE7370  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 AE7370  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AE7370  DYNAMIC HT  -         145.105 (meters)     476.07  (feet)  COMP
 AE7370  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 AE7370
 AE7370  HORZ ORDER  -  SECOND
 AE7370  VERT ORDER  -  SECOND    CLASS II
 AE7370
 AE7370.The horizontal coordinates were established by classical geodetic methods
 AE7370.and adjusted by the National Geodetic Survey in August 2005.
 AE7370
 AE7370.The orthometric height was determined by differential leveling
 AE7370.and adjusted in September 1998.
 AE7370
 AE7370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7370
 AE7370.The geoid height was determined by GEOID03.
 AE7370
 AE7370.The dynamic height is computed by dividing the NAVD 88
 AE7370.geopotential number by the normal gravity value computed on the
 AE7370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7370.degrees latitude (g = 980.6199 gals.).
 AE7370
 AE7370.The modeled gravity was interpolated from observed gravity values.
 AE7370
 AE7370;                    North         East     Units Scale Factor Converg.
 AE7370;SPC NC       -   238,862.445   637,903.955   MT  0.99993703   +0 10 51.5
 AE7370;SPC NC       -   783,667.87  2,092,856.56   sFT  0.99993703   +0 10 51.5
 AE7370;UTM  17      - 3,975,641.918   708,787.262   MT  1.00013718   +1 21 25.8
 AE7370
 AE7370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7370!SPC NC       -   0.99998229  x   0.99993703  =   0.99991932
 AE7370!UTM  17      -   0.99998229  x   1.00013718  =   1.00011947
 AE7370
 AE7370                          SUPERSEDED SURVEY CONTROL
 AE7370
 AE7370  NAD 83(1986)-  35 54 10.13576(N)    078 41 11.26775(W) AD(       ) 2
 AE7370  NGVD 29 (03/10/98)  145.50   (m)          477.4    (f) LEVELING    3  
 AE7370
 AE7370.Superseded values are not recommended for survey control.
 AE7370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7370.See file dsdata.txt to determine how the superseded data were derived.
 AE7370
 AE7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0878775642(NAD 83)
 AE7370_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7370_STAMPING: BRANDON 1986
 AE7370_MARK LOGO: NCGS  
 AE7370_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7370+STABILITY: SURFACE MOTION
 AE7370
 AE7370  HISTORY     - Date     Condition        Report By
 AE7370  HISTORY     - 1986     MONUMENTED       NCGS
 AE7370  HISTORY     - 19870101 GOOD             NCGS
 AE7370
 AE7370                          STATION DESCRIPTION
 AE7370
 AE7370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7370'STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTH-NORTHWEST OF CAPITOL
 AE7370'SQUARE (IN RALEIGH), AND 3.5 KM (2.15 MI) EAST OF LEESVILLE COMMUNITY.
 AE7370'ALONG SR 1829 (STRICKLAND ROAD) FOR 0.4 KM (0.25 MI) WEST FROM NC 50,
 AE7370'TO SR 3332 (BRANDON STATION ROAD), IN THE SOUTHWEST QUADRANT OF THE
 AE7370'T-INTERSECTION. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS ABOUT 2
 AE7370'FEET (0.6 M) LOWER THAN ROAD. LOCATED 11.5 M (37.7 FT) SOUTH-SOUTHWEST
 AE7370'OF THE CENTERLINE OF THE ROAD, 17.4 M (57.1 FT) WEST-NORTHWEST OF THE
 AE7370'CENTERLINE OF SR 3332, 8.0 M (26.2 FT) WEST OF THE WEST END OF A ROAD
 AE7370'CULVERT, 51.9 M (170.3 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL
 AE7370'(P5W)--AND 1.2 M (3.9 FT) NORTHEAST OF AND ON THE PROLONGATION OF THE
 AE7370'NORTH POST OF THE--BRANDON STATION--SIGN, 20.7 M (67.9 FT)
 AE7370'EAST-SOUTHEAST OF A 14-INCH PINE--BOTH WITH REFERENCE TAGS.
 AE7370
 AE7370                          STATION RECOVERY (1987)
 AE7370
 AE7370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2347 ***********************************************************************
 AI2347  HT_MOD      -  This is a Height Modernization Survey Station.
 AI2347  DESIGNATION -  BRANDT
 AI2347  PID         -  AI2347
 AI2347  STATE/COUNTY-  NC/GUILFORD
 AI2347  USGS QUAD   -  LAKE BRANDT (1994)
 AI2347
 AI2347                         *CURRENT SURVEY CONTROL
 AI2347  ___________________________________________________________________
 AI2347* NAD 83(2007)-  36 08 44.39197(N)    079 50 31.46405(W)     ADJUSTED  
 AI2347* NAVD 88     -       257.40   (meters)     844.5    (feet)  GPS OBS   
 AI2347  ___________________________________________________________________
 AI2347  EPOCH DATE  -        2002.00
 AI2347  X           -     909,439.513 (meters)                     COMP
 AI2347  Y           -  -5,075,835.481 (meters)                     COMP
 AI2347  Z           -   3,741,388.963 (meters)                     COMP
 AI2347  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 AI2347  ELLIP HEIGHT-         225.916 (meters)          (02/10/07) ADJUSTED
 AI2347  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 AI2347
 AI2347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2347  Type    PID    Designation                      North   East  Ellip
 AI2347  -------------------------------------------------------------------
 AI2347  NETWORK AI2347 BRANDT                            0.57   0.45   1.00
 AI2347  -------------------------------------------------------------------
 AI2347
 AI2347.The horizontal coordinates were established by GPS observations
 AI2347.and adjusted by the National Geodetic Survey in February 2007.
 AI2347
 AI2347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2347.The horizontal coordinates are valid at the epoch date displayed above.
 AI2347.The epoch date for horizontal control is a decimal equivalence
 AI2347.of Year/Month/Day.
 AI2347
 AI2347.The orthometric height was determined by GPS observations and a
 AI2347.high-resolution geoid model.
 AI2347.The orthometric height was determined by GPS observations and a
 AI2347.high-resolution geoid model using precise GPS observation and
 AI2347.processing techniques.
 AI2347
 AI2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2347
 AI2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2347
 AI2347.The ellipsoidal height was determined by GPS observations
 AI2347.and is referenced to NAD 83.
 AI2347
 AI2347.The geoid height was determined by GEOID03.
 AI2347
 AI2347;                    North         East     Units Scale Factor Converg.
 AI2347;SPC NC       -   266,084.717   533,818.000   MT  0.99999421   -0 29 09.7
 AI2347;SPC NC       -   872,979.61  1,751,367.89   sFT  0.99999421   -0 29 09.7
 AI2347;UTM  17      - 4,000,725.898   604,171.095   MT  0.99973371   +0 40 59.0
 AI2347
 AI2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2347!SPC NC       -   0.99996454  x   0.99999421  =   0.99995875
 AI2347!UTM  17      -   0.99996454  x   0.99973371  =   0.99969826
 AI2347
 AI2347                          SUPERSEDED SURVEY CONTROL
 AI2347
 AI2347  NAD 83(2001)-  36 08 44.39239(N)    079 50 31.46367(W) AD(       ) 1
 AI2347  ELLIP H (03/13/03)  225.913  (m)                       GP(       ) 4 2
 AI2347  NAD 83(1986)-  36 08 44.39871(N)    079 50 31.47130(W) AD(       ) 1
 AI2347
 AI2347.Superseded values are not recommended for survey control.
 AI2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2347.See file dsdata.txt to determine how the superseded data were derived.
 AI2347
 AI2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0417100726(NAD 83)
 AI2347_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2347_STAMPING: BRANDT 1994
 AI2347_MARK LOGO: NCGS  
 AI2347_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2347+STABILITY: SURFACE MOTION
 AI2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2347+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1999
 AI2347
 AI2347  HISTORY     - Date     Condition        Report By
 AI2347  HISTORY     - 1994     MONUMENTED       NCGS
 AI2347  HISTORY     - 19990101 GOOD             NC1940
 AI2347
 AI2347                          STATION DESCRIPTION
 AI2347
 AI2347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2347'STATION IS LOCATED IN GREENSBORO, ABOUT 5.8 MI (9.3 KM)
 AI2347'NORTH-NORTHWEST OF THE COURTHOUSE. PROCEED ALONG SR 2340 (OLD
 AI2347'BATTLEGROUND ROAD) FOR 1.4 MI (2.3 KM) NORTH FROM US 220, THENCE
 AI2347'NORTHEAST FOR 0.55 MI (0.89 KM) ALONG SR 2347 (LAKE BRANDT ROAD) TO
 AI2347'BRANDT OAKS BAPTIST CHURCH, AND STATION IN CHURCH YARD ON PROLONGATION
 AI2347'OF SOUTH WALL OF CHURCHNORTH OF FIRE STATION NO 17). STATION IS LEVEL
 AI2347'WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 25.0 FT (7.6 M)
 AI2347'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 74.3 FT (22.6 M) NORTHEAST OF
 AI2347'THE NORTHEAST END OF ASPHALT DRIVEWAY CULVERT, 113.3 FT (34.5 M)
 AI2347'SOUTHWEST OF THE SOUTHWEST CORNER OF CHURCH, 58.4 FT (17.8 M)
 AI2347'NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE WELL BASE, 1.4 FT (0.4
 AI2347'M) NORTHEAST OF A WTINESS POST, AND 106.0 FT (32.3 M) EAST-NORTHEAST
 AI2347'OF A FIRE HYDRANT.
 AI2347
 AI2347                          STATION RECOVERY (1999)
 AI2347
 AI2347'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1999 (JED)
 AI2347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1413 ***********************************************************************
 EA1413  DESIGNATION -  BRANDY
 EA1413  PID         -  EA1413
 EA1413  STATE/COUNTY-  NC/CARTERET
 EA1413  USGS QUAD   -  MANSFIELD (1994)
 EA1413
 EA1413                         *CURRENT SURVEY CONTROL
 EA1413  ___________________________________________________________________
 EA1413* NAD 83(2001)-  34 43 54.93623(N)    076 50 08.21538(W)     ADJUSTED  
 EA1413* NAVD 88     -         6.669  (meters)      21.88   (feet)  ADJUSTED  
 EA1413  ___________________________________________________________________
 EA1413  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 EA1413  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EA1413  DYNAMIC HT  -           6.662 (meters)      21.86  (feet)  COMP
 EA1413  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 EA1413
 EA1413  HORZ ORDER  -  SECOND
 EA1413  VERT ORDER  -  SECOND    CLASS II
 EA1413
 EA1413.The horizontal coordinates were established by classical geodetic methods
 EA1413.and adjusted by the National Geodetic Survey in August 2005.
 EA1413
 EA1413.The orthometric height was determined by differential leveling
 EA1413.and adjusted in June 1991.
 EA1413
 EA1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1413
 EA1413.The geoid height was determined by GEOID03.
 EA1413
 EA1413.The dynamic height is computed by dividing the NAVD 88
 EA1413.geopotential number by the normal gravity value computed on the
 EA1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1413.degrees latitude (g = 980.6199 gals.).
 EA1413
 EA1413.The modeled gravity was interpolated from observed gravity values.
 EA1413
 EA1413;                    North         East     Units Scale Factor Converg.
 EA1413;SPC NC       -   111,086.858   807,793.293   MT  0.99991347   +1 14 57.2
 EA1413;SPC NC       -   364,457.47  2,650,235.16   sFT  0.99991347   +1 14 57.2
 EA1413;UTM  18      - 3,844,849.502   331,942.441   MT  0.99994812   -1 02 45.8
 EA1413
 EA1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1413!SPC NC       -   1.00000483  x   0.99991347  =   0.99991830
 EA1413!UTM  18      -   1.00000483  x   0.99994812  =   0.99995295
 EA1413
 EA1413                          SUPERSEDED SURVEY CONTROL
 EA1413
 EA1413  NAD 83(1986)-  34 43 54.94709(N)    076 50 08.22452(W) AD(       ) 2
 EA1413  NAVD 88 (04/01/97)    6.67   (m)           21.9    (f) LEVELING    3  
 EA1413
 EA1413.Superseded values are not recommended for survey control.
 EA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1413.See file dsdata.txt to determine how the superseded data were derived.
 EA1413
 EA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3194244850(NAD 83)
 EA1413_MARKER: DE = TRAVERSE STATION DISK
 EA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1413_SP_SET: CONCRETE POST
 EA1413_STAMPING: BRANDY 1981
 EA1413_MARK LOGO: NCGS  
 EA1413_PROJECTION: RECESSED 15 CENTIMETERS
 EA1413_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1413+STABILITY: SURFACE MOTION
 EA1413
 EA1413  HISTORY     - Date     Condition        Report By
 EA1413  HISTORY     - 1981     MONUMENTED       NCGS
 EA1413  HISTORY     - 1981     GOOD             NCGS
 EA1413  HISTORY     - 19820315 GOOD             NCGS
 EA1413
 EA1413                          STATION DESCRIPTION
 EA1413
 EA1413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1413'4.0 MI SSE FROM NEWPORT.
 EA1413'2.3 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 0.15
 EA1413'MILES EAST OF INTERSECTION WITH SR 1147, IN HIGHWAY SHOULDER, ALSO
 EA1413'0.15 MILE WEST OF ENTRANCE DRIVEWAY TO BRANDYWINE BAY VILLAS, 19.3
 EA1413'FEET NORTH OF CENTERLINE OF HIGHWAY, 13 FEET EAST OF CENTERLINE OF
 EA1413'DRIVEWAY TO GOLF COURSE POND, 32.4 FEET SOUTHEAST OF POWER POLE WITH
 EA1413'REFERENCE TAG, 20.6 FEET SOUTHWEST OF --NO TRESPASSING-- SIGN POST,
 EA1413'AND 70.6 FEET NORTHWEST OF MANHOLE COVER.
 EA1413'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1413
 EA1413                          STATION RECOVERY (1982)
 EA1413
 EA1413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ2465 ***********************************************************************
 AJ2465  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2465  DESIGNATION -  BRANDYS RIDGE
 AJ2465  PID         -  AJ2465
 AJ2465  STATE/COUNTY-  NC/HENDERSON
 AJ2465  USGS QUAD   -  ZIRCONIA (1991)
 AJ2465
 AJ2465                         *CURRENT SURVEY CONTROL
 AJ2465  ___________________________________________________________________
 AJ2465* NAD 83(2007)-  35 11 09.09230(N)    082 22 35.92308(W)     ADJUSTED  
 AJ2465* NAVD 88     -       744.84   (meters)    2443.7    (feet)  GPS OBS   
 AJ2465  ___________________________________________________________________
 AJ2465  EPOCH DATE  -        2002.00
 AJ2465  X           -     692,375.383 (meters)                     COMP
 AJ2465  Y           -  -5,173,026.609 (meters)                     COMP
 AJ2465  Z           -   3,655,149.577 (meters)                     COMP
 AJ2465  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AJ2465  ELLIP HEIGHT-         713.738 (meters)          (02/10/07) ADJUSTED
 AJ2465  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 AJ2465
 AJ2465  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ2465  Type    PID    Designation                      North   East  Ellip
 AJ2465  -------------------------------------------------------------------
 AJ2465  NETWORK AJ2465 BRANDYS RIDGE                     0.92   0.84   1.57
 AJ2465  -------------------------------------------------------------------
 AJ2465
 AJ2465.The horizontal coordinates were established by GPS observations
 AJ2465.and adjusted by the National Geodetic Survey in February 2007.
 AJ2465
 AJ2465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ2465.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ2465.The horizontal coordinates are valid at the epoch date displayed above.
 AJ2465.The epoch date for horizontal control is a decimal equivalence
 AJ2465.of Year/Month/Day.
 AJ2465
 AJ2465.The orthometric height was determined by GPS observations and a
 AJ2465.high-resolution geoid model.
 AJ2465.The orthometric height was determined by GPS observations and a
 AJ2465.high-resolution geoid model using precise GPS observation and
 AJ2465.processing techniques.
 AJ2465
 AJ2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2465
 AJ2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2465
 AJ2465.The ellipsoidal height was determined by GPS observations
 AJ2465.and is referenced to NAD 83.
 AJ2465
 AJ2465.The geoid height was determined by GEOID03.
 AJ2465
 AJ2465;                    North         East     Units Scale Factor Converg.
 AJ2465;SPC NC       -   164,509.145   302,150.344   MT  0.99987325   -1 56 56.0
 AJ2465;SPC NC       -   539,727.09    991,304.92   sFT  0.99987325   -1 56 56.0
 AJ2465;UTM  17      - 3,894,522.208   374,659.462   MT  0.99979361   -0 47 36.1
 AJ2465
 AJ2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2465!SPC NC       -   0.99988798  x   0.99987325  =   0.99976125
 AJ2465!UTM  17      -   0.99988798  x   0.99979361  =   0.99968161
 AJ2465
 AJ2465:                Primary Azimuth Mark                     Grid Az
 AJ2465:SPC NC       -  LAKE SHEILA                              035 28 11.7
 AJ2465:UTM  17      -  LAKE SHEILA                              034 18 51.8
 AJ2465
 AJ2465|---------------------------------------------------------------------|
 AJ2465| PID    Reference Object                     Distance      Geod. Az  |
 AJ2465|                                                           dddmmss.s |
 AJ2465| AJ2469 LAKE SHEILA                         APPROX. 0.6 KM 0333115.7 |
 AJ2465|---------------------------------------------------------------------|
 AJ2465
 AJ2465                          SUPERSEDED SURVEY CONTROL
 AJ2465
 AJ2465  NAD 83(2001)-  35 11 09.09221(N)    082 22 35.92328(W) AD(       ) 1
 AJ2465  ELLIP H (03/13/03)  713.740  (m)                       GP(       ) 4 2
 AJ2465  NAD 83(1986)-  35 11 09.09861(N)    082 22 35.92174(W) AD(       ) 1
 AJ2465  NAD 83(1995)-  35 11 09.09229(N)    082 22 35.92291(W) AD(       ) 1
 AJ2465  ELLIP H (04/23/01)  713.716  (m)                       GP(       ) 4 2
 AJ2465
 AJ2465.Superseded values are not recommended for survey control.
 AJ2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2465.See file dsdata.txt to determine how the superseded data were derived.
 AJ2465
 AJ2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7465994522(NAD 83)
 AJ2465_MARKER: DD = SURVEY DISK
 AJ2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2465_STAMPING: BRANDYS RIDGE 2000
 AJ2465_MARK LOGO: SCGS  
 AJ2465_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2465+STABILITY: SURFACE MOTION
 AJ2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2465+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2000
 AJ2465
 AJ2465  HISTORY     - Date     Condition        Report By
 AJ2465  HISTORY     - 2000     MONUMENTED       SCGS
 AJ2465  HISTORY     - 20001213 GOOD             SCGS
 AJ2465
 AJ2465                          STATION DESCRIPTION
 AJ2465
 AJ2465'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ2465'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHEAST OF TUXEDO NC, 3.8
 AJ2465'MILES (6.1 KM) SOUTHWEST OF SALUDA NC.  OWNERSHIP--MARY PARKER, P.O.
 AJ2465'BOX 752, SALUDA, NC 28773. TO REACH THE STATION FROM THE JUNCTION
 AJ2465'OVERPASS OF U.S.  HIGHWAYS 176 AND 25, 4.0 MILES (6.4 KM) WEST
 AJ2465'NORTHWEST OF SALUDA, GO SOUTH ON HIGHWAY 176 FOR 5.1 MILES (8.2 KM) TO
 AJ2465'THE JUNCTION OF STATE ROAD 1105 (GREENVILLE STREET) IN SALUDA, TURN
 AJ2465'RIGHT ON ROAD 1105 FOR 0.85 MILE (1.37 KM) TO THE POLK/HENDERSON
 AJ2465'COUNTY LINE (ALSO SALUDA CITY LIMITS AND ROAD IS NOW NUMBER 1846) ,
 AJ2465'CONTINUE ON ROAD 1846 FOR 2.5 MILES (4.0 KM) TO THE JUNCTION OF STATE
 AJ2465'ROAD 1842 (TRAMELL GAP ROAD) , TURN LEFT ON ROAD 1842 FOR 1.3 MILES
 AJ2465'(2.1 KM) TO THE JUNCTION OF STATE ROAD 1947 (HAVEN DRIVE) , TURN RIGHT
 AJ2465'ON ROAD 1947 FOR 0.15 MILE (0.24 KM) TO GRAVEL ROAD LEFT (TANGLEWOOD
 AJ2465'LANE) , TURN LEFT ON TANGLEWOOD LANE FOR 0.3 MILE (0.5 KM) TO A GRAVEL
 AJ2465'DRIVEWAY LEFT (HOUSE NUMBER 22) , TURN LEFT ON THE DRIVEWAY FOR 0.05
 AJ2465'MILE (0.08 KM) TO A LOCKED METAL GATE, CONTINUE THROUGH GATE FOR 0.05
 AJ2465'MILE (0.08 KM) TO A FORK IN THE DRIVEWAY, BEAR LEFT ON THE DRIVEWAY
 AJ2465'FOR 0.05 MILE (0.08 KM) TO THE STATION ON THE RIGHT NEAR A CONCRETE
 AJ2465'RETAINING WALL FOR THE CONCRETE GARAGE DRIVE.  STATION IS A CONCRETE
 AJ2465'POST FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY, 9.4 FEET (2.9
 AJ2465'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE WALL, 25.1 FEET
 AJ2465'(7.7 M) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12.0 FEET
 AJ2465'(3.7 M) NORTH OF THE CENTER OF THE DRIVE, 25.6 FEET (7.8 M) NORTH OF A
 AJ2465'WIRE FENCE LINE, 47.0 FEET (14.3 M) SOUTH SOUTHEAST OF THE NORTHEAST
 AJ2465'CORNER OF THE HOUSE (NOT PORCH.  DESCRIBED BY D.D.  WOODS.
 AJ2465
 AJ2465                          STATION RECOVERY (2000)
 AJ2465
 AJ2465'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2000 (DDW)
 AJ2465'STATION IS LOCATED 4.0 MILES (6.4 KM) SOUTHEAST OF TUXEDO NC, 3.8
 AJ2465'MILES (6.1 KM) SOUTHWEST OF SALUDA NC.  OWNERSHIP--MARY PARKER, P.O.
 AJ2465'BOX 752, SALUDA, NC 28773, PHONE 828-749-3000, NOTE-PRIOR PERMISSION
 AJ2465'REQUIRED.  TO REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.
 AJ2465'HIGHWAYS 176 (SPARTANBURG HIGHWAY) AND 25 (25 CONNECTOR) , 4.0 MILES
 AJ2465'(6.4 KM) WEST NORTHWEST OF SALUDA, GO SOUTH ON HIGHWAY 176 FOR 5.1
 AJ2465'MILES (8.2 KM) TO THE JUNCTION OF STATE ROAD 1105 (GREENVILLE STREET)
 AJ2465'IN SALUDA, TURN RIGHT ON ROAD 1105 FOR 0.85 MILE (1.37 KM) TO THE
 AJ2465'POLK/HENDERSON COUNTY LINE (ALSO SALUDA CITY LIMITS AND ROAD IS NOW
 AJ2465'NUMBER 1846) , CONTINUE ON ROAD 1846 FOR 2.5 MILES (4.0 KM) TO THE 2ND
 AJ2465'JUNCTION OF STATE ROAD 1842 (TRAMELL GAP ROAD) , TURN LEFT ON ROAD
 AJ2465'1842 FOR 1.3 MILES (2.1 KM) TO THE 2ND JUNCTION OF STATE ROAD 1947
 AJ2465'(HAVEN DRIVE) , TURN RIGHT ON ROAD 1947 FOR 0.15 MILE (0.24 KM) TO
 AJ2465'GRAVEL ROAD LEFT (TANGLEWOOD LANE) , TURN LEFT ON TANGLEWOOD LANE FOR
 AJ2465'0.3 MILE (0.5 KM) TO A GRAVEL DRIVEWAY LEFT (HOUSE NUMBER 22) , TURN
 AJ2465'LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO A LOCKED METAL GATE,
 AJ2465'CONTINUE THROUGH GATE FOR 0.05 MILE (0.08 KM) TO A FORK IN THE
 AJ2465'DRIVEWAY, BEAR LEFT ON THE DRIVEWAY FOR 0.05 MILE (0.08 KM) TO THE
 AJ2465'STATION ON THE RIGHT NEAR A CONCRETE RETAINING WALL FOR THE CONCRETE
 AJ2465'GARAGE DRIVE.  STATION IS A CONCRETE POST FLUSH WITH THE GROUND AND
 AJ2465'LEVEL WITH THE DRIVEWAY, 9.4 FEET (2.9 M) SOUTHWEST OF THE SOUTHWEST
 AJ2465'CORNER OF THE CONCRETE WALL, 25.1 FEET (7.7 M) EAST SOUTHEAST OF THE
 AJ2465'SOUTHEAST CORNER OF THE HOUSE, 12.0 FEET (3.7 M) NORTH OF THE CENTER
 AJ2465'OF THE DRIVE, 25.6 FEET (7.8 M) NORTH OF A WIRE FENCE LINE, 47.0 FEET
 AJ2465'(14.3 M) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE (NOT
 AJ2465'PORCH) .  RECOVERED BY D.L.  BRECHLIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3816 ***********************************************************************
 FB3816  DESIGNATION -  BRANK
 FB3816  PID         -  FB3816
 FB3816  STATE/COUNTY-  NC/BUNCOMBE
 FB3816  USGS QUAD   -  WEAVERVILLE (1983)
 FB3816
 FB3816                         *CURRENT SURVEY CONTROL
 FB3816  ___________________________________________________________________
 FB3816* NAD 83(2001)-  35 44 15.57300(N)    082 32 42.81417(W)     ADJUSTED  
 FB3816* NAVD 88     -       662.663  (meters)    2174.09   (feet)  ADJUSTED  
 FB3816  ___________________________________________________________________
 FB3816  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FB3816  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB3816  DYNAMIC HT  -         661.992 (meters)    2171.89  (feet)  COMP
 FB3816  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 FB3816
 FB3816  HORZ ORDER  -  SECOND
 FB3816  VERT ORDER  -  SECOND    CLASS II
 FB3816
 FB3816.The horizontal coordinates were established by classical geodetic methods
 FB3816.and adjusted by the National Geodetic Survey in August 2005.
 FB3816
 FB3816.The orthometric height was determined by differential leveling
 FB3816.and adjusted in January 2005.
 FB3816.No vertical observational check was made to the station.
 FB3816
 FB3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3816
 FB3816.The geoid height was determined by GEOID03.
 FB3816
 FB3816.The dynamic height is computed by dividing the NAVD 88
 FB3816.geopotential number by the normal gravity value computed on the
 FB3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3816.degrees latitude (g = 980.6199 gals.).
 FB3816
 FB3816.The modeled gravity was interpolated from observed gravity values.
 FB3816
 FB3816;                    North         East     Units Scale Factor Converg.
 FB3816;SPC NC       -   226,219.812   288,992.748   MT  0.99990846   -2 02 46.3
 FB3816;SPC NC       -   742,189.50    948,137.04   sFT  0.99990846   -2 02 46.3
 FB3816;UTM  17      - 3,955,952.354   360,267.219   MT  0.99984060   -0 54 09.6
 FB3816
 FB3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3816!SPC NC       -   0.99990070  x   0.99990846  =   0.99980917
 FB3816!UTM  17      -   0.99990070  x   0.99984060  =   0.99974132
 FB3816
 FB3816                          SUPERSEDED SURVEY CONTROL
 FB3816
 FB3816  NAD 83(1995)-  35 44 15.57353(N)    082 32 42.81419(W) AD(       ) 2
 FB3816  NAD 83(1986)-  35 44 15.58359(N)    082 32 42.81349(W) AD(       ) 2
 FB3816  NGVD 29 (02/22/93)  662.8    (m)         2175.     (f) VERT ANG    3  
 FB3816
 FB3816.Superseded values are not recommended for survey control.
 FB3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3816.See file dsdata.txt to determine how the superseded data were derived.
 FB3816
 FB3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6026755952(NAD 83)
 FB3816_MARKER: DE = TRAVERSE STATION DISK
 FB3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3816_SP_SET: CONCRETE POST
 FB3816_STAMPING: BRANK 1981
 FB3816_MARK LOGO: NCGS  
 FB3816_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3816+STABILITY: SURFACE MOTION
 FB3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3816+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 FB3816
 FB3816  HISTORY     - Date     Condition        Report By
 FB3816  HISTORY     - 1981     MONUMENTED       NCGS
 FB3816  HISTORY     - 19950812 GOOD             USPSQD
 FB3816  HISTORY     - 20010711 GOOD             NCGS
 FB3816  HISTORY     - 20060316 GOOD             USPSQD
 FB3816
 FB3816                          STATION DESCRIPTION
 FB3816
 FB3816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3816'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTH OF FLAT CREEK
 FB3816'COMMUNITY AND 4.3 KM (2.7 MI) NORTH-NORTHEAST OF WEAVERVILLE.
 FB3816'ALONG US 19-23 FOR 2.4 KM (1.5 MI) SOUTH FROM THE OVERPASS OF NC 197
 FB3816'(AT FLAT CREEK), NEAR THE SOUTHEAST CORNER OF THE OVERPASS BRIDGE OF
 FB3816'SR 2137.
 FB3816'THE STATION IS A STANDARD NCGS DISK STAMPED---BRANK 1981---, SET INTO
 FB3816'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 10
 FB3816'CM ABOVE GROUND.  LOCATED 6.6 METERS (21.5 FT) SOUTH OF THE CENTERLINE
 FB3816'OF SR 2137, 9.7 METERS (31.8 FT) EAST OF THE SOUTHEAST CORNER OF THE
 FB3816'BRIDGE--AND 1.4 METERS (4.7 FT) SOUTH OF A GUARD RAIL POST, 3.8 METERS
 FB3816'(12.6 FT) NORTH OF A RIGHT-OF-WAY FENCE POST--BOTH WITH REFERENCE
 FB3816'TAGS.
 FB3816
 FB3816                          STATION RECOVERY (1995)
 FB3816
 FB3816'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3816'RECOVERED IN GOOD CONDITION.
 FB3816
 FB3816                          STATION RECOVERY (2001)
 FB3816
 FB3816'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB3816'RECOVERED AS DESCRIBED.
 FB3816
 FB3816                          STATION RECOVERY (2006)
 FB3816
 FB3816'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB3816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2444 ***********************************************************************
 EY2444  DESIGNATION -  BRANN
 EY2444  PID         -  EY2444
 EY2444  STATE/COUNTY-  NC/GREENE
 EY2444  USGS QUAD   -  HOOKERTON (1982)
 EY2444
 EY2444                         *CURRENT SURVEY CONTROL
 EY2444  ___________________________________________________________________
 EY2444* NAD 83(2001)-  35 26 59.63458(N)    077 34 31.51341(W)     ADJUSTED  
 EY2444* NAVD 88     -        13.2    (meters)      43.     (feet)  GPS OBS   
 EY2444  ___________________________________________________________________
 EY2444  X           -   1,119,150.645 (meters)                     COMP
 EY2444  Y           -  -5,079,797.328 (meters)                     COMP
 EY2444  Z           -   3,678,628.087 (meters)                     COMP
 EY2444  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EY2444  ELLIP HEIGHT-         -22.474 (meters)          (03/08/06) ADJUSTED
 EY2444  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EY2444  HORZ ORDER  -  FIRST
 EY2444  ELLP ORDER  -  FIFTH     CLASS I
 EY2444
 EY2444.The horizontal coordinates were established by GPS observations
 EY2444.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 EY2444
 EY2444.The orthometric height was determined by GPS observations and a
 EY2444.high-resolution geoid model.
 EY2444
 EY2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2444
 EY2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2444
 EY2444.The ellipsoidal height was determined by GPS observations
 EY2444.and is referenced to NAD 83.
 EY2444
 EY2444.The geoid height was determined by GEOID03.
 EY2444
 EY2444;                    North         East     Units Scale Factor Converg.
 EY2444;SPC NC       -   189,498.124   738,912.525   MT  0.99987855   +0 49 20.0
 EY2444;SPC NC       -   621,711.76  2,424,248.84   sFT  0.99987855   +0 49 20.0
 EY2444;UTM  18      - 3,925,985.048   266,256.220   MT  1.00027335   -1 29 39.8
 EY2444
 EY2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2444!SPC NC       -   1.00000353  x   0.99987855  =   0.99988208
 EY2444!UTM  18      -   1.00000353  x   1.00027335  =   1.00027688
 EY2444
 EY2444:                Primary Azimuth Mark                     Grid Az
 EY2444:SPC NC       -  HOOKERTON OLD SCH TANK LIGHT             201 19 21.1
 EY2444:UTM  18      -  HOOKERTON OLD SCH TANK LIGHT             203 38 20.9
 EY2444
 EY2444|---------------------------------------------------------------------|
 EY2444| PID    Reference Object                     Distance      Geod. Az  |
 EY2444|                                                           dddmmss.s |
 EY2444| EY2454 HOOKERTON OLD SCH TANK LIGHT        APPROX. 4.0 KM 2020841.1 |
 EY2444| EY2445 OLD                                 434.436 METERS 3455713.2 |
 EY2444|---------------------------------------------------------------------|
 EY2444
 EY2444                          SUPERSEDED SURVEY CONTROL
 EY2444
 EY2444  NAD 83(1986)-  35 26 59.64450(N)    077 34 31.52318(W) AD(       ) 1
 EY2444  NAD 83(2001)-  35 26 59.63622(N)    077 34 31.51102(W) AD(       ) 2
 EY2444  NAD 83(1986)-  35 26 59.64547(N)    077 34 31.51914(W) AD(       ) 2
 EY2444  NAD 27      -  35 26 59.05777(N)    077 34 32.62174(W) AD(       ) 2
 EY2444  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG    3  
 EY2444
 EY2444.Superseded values are not recommended for survey control.
 EY2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2444.See file dsdata.txt to determine how the superseded data were derived.
 EY2444
 EY2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6625625985(NAD 83)
 EY2444_MARKER: DE = TRAVERSE STATION DISK
 EY2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2444_STAMPING: BRANN 1976
 EY2444_MARK LOGO: NCGS  
 EY2444_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2444+STABILITY: SURFACE MOTION
 EY2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2444+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 EY2444
 EY2444  HISTORY     - Date     Condition        Report By
 EY2444  HISTORY     - 1976     MONUMENTED       NCGS
 EY2444  HISTORY     - 19920310 GOOD             NCGS
 EY2444  HISTORY     - 19980329 GOOD             USPSQD
 EY2444  HISTORY     - 20051227 GOOD             USPSQD
 EY2444
 EY2444                          STATION DESCRIPTION
 EY2444
 EY2444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2444'THE STATION IS LOCATED 1.9 MILES NORTH-NORTHEAST OF HOOKERTON AND 5.6
 EY2444'MILES EAST OF SNOW HILL.
 EY2444'
 EY2444'TO REACH THE STATION FROM THE INTERSECTION OF NC 123 AND NC 903 AT THE
 EY2444'POST OFFICE IN MAURY, PROCEED SOUTH ALONG NC 123 FOR 2.25 MILES TO
 EY2444'STATION ON THE LEFT, AT A SERVICE POLE BETWEEN THE HIGHWAY AND A
 EY2444'GRAVEL DRIVE WHICH LEADS TO THE BRANN RESIDENCE, AND 0.65 MILE NORTH
 EY2444'OF INTERSECTION WITH SR 1400 AT FOURWAY CROSSROADS.
 EY2444'
 EY2444'STATION MARK IS A STANDARD DISK STAMPED---BRANN 1976---, SET IN THE
 EY2444'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2444'MARK IS 32.4 FEET EAST OF THE CENTERLINE OF NC 123, 12.1 FEET WEST OF
 EY2444'THE CENTERLINE OF A GRAVEL DRIVE, 4.8 FEET SOUTH OF SERVICE POLE WITH
 EY2444'REFERENCE TAG, 9.9 FEET SOUTH OF TELEPHONE PEDESTAL NO. 123R 109E,
 EY2444'39.2 NORTHWEST OF CHINABERRY WITH REFERENCE TAG AND 53.5 FEET NORTH OF
 EY2444'NORTH END OF AN 18 INCH CULVERT UNDER GRAVEL DRIVE.
 EY2444
 EY2444                          STATION RECOVERY (1992)
 EY2444
 EY2444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY2444'RECOVERED WITH THE FOLLOWING CORRECTIONS. MARK IS ABOUT 1-FOOT LOWER
 EY2444'THAN THE CENTERLINE OF NC 123. LOCATED 31.9 FT (9.7 M) EAST OF THE
 EY2444'CENTERLINE OF NC 123, 45.7 FT (13.9 M) NORTH OF NORTH END OF A 15-INCH
 EY2444'CULVERT UNDER GRAVEL DRIVEWAY, 40.1 FT (12.2 M) NORTHWEST OF AN
 EY2444'18-INCH CHINABERRY, AND 5.1 FT (1.6 M) SOUTH-SOUTHWEST OF A SERVICE
 EY2444'POLE WITH REFERENCE TAG.
 EY2444
 EY2444                          STATION RECOVERY (1998)
 EY2444
 EY2444'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2444'RECOVERED IN GOOD CONDITION.
 EY2444
 EY2444                          STATION RECOVERY (2005)
 EY2444
 EY2444'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EY2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1805 ***********************************************************************
 FZ1805  DESIGNATION -  BRANON
 FZ1805  PID         -  FZ1805
 FZ1805  STATE/COUNTY-  NC/YADKIN
 FZ1805  USGS QUAD   -  LONE HICKORY (1966)
 FZ1805
 FZ1805                         *CURRENT SURVEY CONTROL
 FZ1805  ___________________________________________________________________
 FZ1805* NAD 83(2007)-  36 07 06.75146(N)    080 44 23.17328(W)     ADJUSTED  
 FZ1805* NAVD 88     -       303.20   (+/-2cm)     994.7    (feet)  VERTCON   
 FZ1805  ___________________________________________________________________
 FZ1805  EPOCH DATE  -        2002.00
 FZ1805  X           -     830,095.409 (meters)                     COMP
 FZ1805  Y           -  -5,091,247.305 (meters)                     COMP
 FZ1805  Z           -   3,738,984.076 (meters)                     COMP
 FZ1805  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FZ1805  ELLIP HEIGHT-         269.823 (meters)          (02/10/07) ADJUSTED
 FZ1805  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 FZ1805
 FZ1805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1805  Type    PID    Designation                      North   East  Ellip
 FZ1805  -------------------------------------------------------------------
 FZ1805  NETWORK FZ1805 BRANON                            0.41   0.31   1.06
 FZ1805  -------------------------------------------------------------------
 FZ1805  VERT ORDER  -  THIRD ? (See Below)
 FZ1805
 FZ1805.The horizontal coordinates were established by GPS observations
 FZ1805.and adjusted by the National Geodetic Survey in February 2007.
 FZ1805
 FZ1805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1805.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1805.The epoch date for horizontal control is a decimal equivalence
 FZ1805.of Year/Month/Day.
 FZ1805
 FZ1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1805.The vertical order pertains to the NGVD 29 superseded value.
 FZ1805
 FZ1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1805
 FZ1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1805
 FZ1805.The ellipsoidal height was determined by GPS observations
 FZ1805.and is referenced to NAD 83.
 FZ1805
 FZ1805.The geoid height was determined by GEOID03.
 FZ1805
 FZ1805;                    North         East     Units Scale Factor Converg.
 FZ1805;SPC NC       -   264,126.242   452,982.270   MT  0.99998692   -1 00 14.9
 FZ1805;SPC NC       -   866,554.18  1,486,159.33   sFT  0.99998692   -1 00 14.9
 FZ1805;UTM  17      - 3,997,127.981   523,418.753   MT  0.99960676   +0 09 12.2
 FZ1805
 FZ1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1805!SPC NC       -   0.99995765  x   0.99998692  =   0.99994457
 FZ1805!UTM  17      -   0.99995765  x   0.99960676  =   0.99956443
 FZ1805
 FZ1805|---------------------------------------------------------------------|
 FZ1805| PID    Reference Object                     Distance      Geod. Az  |
 FZ1805|                                                           dddmmss.s |
 FZ1805| FZ2346 BRANON RM 1                          30.560 METERS 05238     |
 FZ1805| FZ1827 YADINVILLE MUNICIPAL TANK           APPROX. 7.1 KM 0743824.5 |
 FZ1805| FZ2707 HELTON                              APPROX. 0.5 KM 1421750.6 |
 FZ1805| FZ2344 BRANON AZ MK                                       1421733.0 |
 FZ1805| FZ2345 BRANON AZ MK RESET                                 1432356.3 |
 FZ1805| FZ2347 BRANON RM 2                          20.823 METERS 29247     |
 FZ1805|---------------------------------------------------------------------|
 FZ1805
 FZ1805                          SUPERSEDED SURVEY CONTROL
 FZ1805
 FZ1805  NAD 83(2001)-  36 07 06.75174(N)    080 44 23.17321(W) AD(       ) 1
 FZ1805  ELLIP H (03/27/03)  269.838  (m)                       GP(       ) 4 2
 FZ1805  NAD 83(1986)-  36 07 06.75986(N)    080 44 23.18215(W) AD(       ) 1
 FZ1805  NAD 83(1993)-  36 07 06.75812(N)    080 44 23.18243(W) AD(       ) 2
 FZ1805  NAD 83(1986)-  36 07 06.76012(N)    080 44 23.17941(W) AD(       ) 2
 FZ1805  NAD 83(1986)-  36 07 06.76421(N)    080 44 23.18446(W) AD(       ) 3
 FZ1805  NAD 27      -  36 07 06.27700(N)    080 44 23.94500(W) AD(       ) 3
 FZ1805  NGVD 29 (07/19/86)  303.37   (m)          995.3    (f) LEVELING    3  
 FZ1805
 FZ1805.Superseded values are not recommended for survey control.
 FZ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1805.See file dsdata.txt to determine how the superseded data were derived.
 FZ1805
 FZ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2341997128(NAD 83)
 FZ1805_MARKER: DS = TRIANGULATION STATION DISK
 FZ1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1805_SP_SET: SQUARE CONCRETE MONUMENT
 FZ1805_STAMPING: BRANON 1954
 FZ1805_MARK LOGO: CGS   
 FZ1805_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1805+STABILITY: SURFACE MOTION
 FZ1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1805+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1999
 FZ1805
 FZ1805  HISTORY     - Date     Condition        Report By
 FZ1805  HISTORY     - 1954     MONUMENTED       CGS
 FZ1805  HISTORY     - 1954     GOOD             CGS
 FZ1805  HISTORY     - 1956     GOOD             CGS
 FZ1805  HISTORY     - 1981     GOOD             NCGS
 FZ1805  HISTORY     - 19920219 GOOD             NCGS
 FZ1805  HISTORY     - 19990322 GOOD             NCGS
 FZ1805
 FZ1805                          STATION DESCRIPTION
 FZ1805
 FZ1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1805'STATION IS LOCATED ON THE PROPERTY OF THOMAS BRANON IN THE
 FZ1805'NORTHWEST ANGLE OF A GRAVEL ROAD FORK ACROSS THE ROAD FROM THE
 FZ1805'BRANON FRIENDS CHURCH ABOUT 5 MILES WEST OF YADKINVILLE AND
 FZ1805'ABOUT 2 MILES NORTHEAST OF HAMPTONVILLE.  IT IS 104 FEET
 FZ1805'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 93 FEET
 FZ1805'NORTHWEST OF THE ROAD FORK, 76 FEET EAST OF A 3 FOOT POPLAR
 FZ1805'TREE, 38 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 FZ1805'36 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 4 FEET NORTH
 FZ1805'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 FZ1805'STAMPED BRANON 1954.
 FZ1805'
 FZ1805'REFERENCE MARK NO. 1 IS AT THE WEST SIDE OF THE CHURCH, 1 FOOT
 FZ1805'SOUTH OF THE STEPS LEADING TO THE FRONT ENTRANCE.  THE MARK IS
 FZ1805'FLUSH AND THE DISK IS STAMPED BRANON NO 1 1954.
 FZ1805'
 FZ1805'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE
 FZ1805'GRAVEL ROAD AND 11 FEET NORTHEAST OF THE 3 FOOT POPLAR
 FZ1805'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BRANON NO 2 1954.
 FZ1805'
 FZ1805'AZIMUTH MARK IS 90 FEET NORTHWEST OF THE CENTER OF A ROAD FORK,
 FZ1805'25 FEET EAST OF THE CENTER OF A DIRT ROAD, 6 FEET SOUTH OF A 6
 FZ1805'INCH PINE TREE AND 1 FOOT NORTHWEST OF A WHITE WITNESS
 FZ1805'POST.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 FZ1805'BRANON 1954.
 FZ1805'
 FZ1805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421 AND
 FZ1805'STATE HIGHWAY 601 IN YADKINVILLE, GO WEST ON HIGHWAY 421 FOR 4.8
 FZ1805'MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL
 FZ1805'ROAD FOR 0.2 MILE TO A REVERSE Y FORK AND A CHURCH ON THE LEFT
 FZ1805'AND THE STATION ON THE RIGHT AS DESCRIBED.
 FZ1805'
 FZ1805'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH AND
 FZ1805'SOUTHEAST ON DIRT AND GRAVEL ROAD FOR 0.3 MILE TO A FORK AND THE
 FZ1805'MARK AS DESCRIBED.
 FZ1805'
 FZ1805'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FZ1805
 FZ1805                          STATION RECOVERY (1954)
 FZ1805
 FZ1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FZ1805'RECOVERED IN GOOD CONDITION.
 FZ1805
 FZ1805                          STATION RECOVERY (1956)
 FZ1805
 FZ1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 FZ1805'ALL MARKS FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET,
 FZ1805'THE OLD DESTROYED.
 FZ1805'
 FZ1805'THE STATION IS ABOUT 5 MILES E OF YADKINVILLE, 2 MILES NE OF
 FZ1805'HAMPTONVILLE, 2 MILES W OF BROOKS CROSSROADS AND NO. 21 U.S.
 FZ1805'HWY., 0.2 MILE N OF NO. 421 U.S. HWY., AT BRANON FRIENDS CHURCH,
 FZ1805'IN ANGLE OF ROAD Y-INTERSECTION, AN ESTIMATED 100 YARDS SE OF
 FZ1805'THE HIGHEST POINT IN THE VICINITY, 102.6 FEET WSW OF THE SW
 FZ1805'CORNER OF THE CHURCH, 38 FEET WSW OF THE CENTER OF ONE ROAD, 37
 FZ1805'FEET NNE OF ANOTHER.  THE MARK, NOTES 1A AND 7A, IS FLUSH WITH
 FZ1805'THE GROUND AND THE DISK IS STAMPED BRANON 1954.
 FZ1805'
 FZ1805'REFERENCE STAMPED BRANON NO 1 1954, NOTE 11A, 0.5 FOOT
 FZ1805'UNDERGROUND, IS 100.22 FEET NE IN AZIMUTH 232 DEG 39 MIN FROM
 FZ1805'THE STATION, 4 FEET W OF THE W WALL OF THE CHURCH BELFRY TOWER,
 FZ1805'AND ONE FOOT S OF THE S BRICK WALL OF THE CONCRETE ENTRANCE STEPS.
 FZ1805'
 FZ1805'REFERENCE STAMPED BRANON NO 2 1954, NOTE 11A, FLUSH WITH THE
 FZ1805'GROUND, IS 68.19 FEET W IN AZIMUTH 112 DEG 47 MIN FROM THE
 FZ1805'STATION, 155 FEET W OF THE SW CORNER OF THE BRICK WALLS OF THE
 FZ1805'CHURCH, 31.5 FEET S OF THE PROJECTED PLANE OF THE S BRICK WALL,
 FZ1805'AND 30 FEET NNE OF THE CENTER OF A COUNTY ROAD.
 FZ1805'
 FZ1805'AZIMUTH MARK STAMPED BRANON RESET 1956, NOTE 16B, PROJECTING
 FZ1805'0.6 FOOT, IS ABOUT 0.4 MILE SE IN AZIMUTH 323 DEG 24 MIN 05 SEC
 FZ1805'FROM THE STATION, ABOUT 95 YARDS S OF THE T-INTERSECTION OF A
 FZ1805'COUNTY ROAD AND NO. 421 U.S. HWY., AND 29 FEET E OF THE CENTER
 FZ1805'OF THE COUNTY ROAD.
 FZ1805
 FZ1805                          STATION RECOVERY (1981)
 FZ1805
 FZ1805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ1805'THE STATION WAS RECOVERED AT THIS DATE
 FZ1805'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1956.
 FZ1805'
 FZ1805'THE STATION IS LOCATED ABOUT 4.5 MI WEST OF YADKINVILLE IN THE
 FZ1805'COMMUNITIY OF BRANON.
 FZ1805'
 FZ1805'TO REACH THE STATION FROM THE US 421 OVERPASS OF US 21 (WEST OF
 FZ1805'YADKINVILLE), PROCEED EAST ALONG US 421 FOR 1.9 MI TO SR 1136 ON
 FZ1805'THE LEFT, THENCE NORTH ALONG SR 1136 FOR 0.3 MI TO THE STATION ON
 FZ1805'THE LEFT ACROSS THE ROAD FROM BRANON BAPTIST CHURCH.
 FZ1805'
 FZ1805'THE STATION IS A STANDARD CGS DISK
 FZ1805'STAMPED---BRANON 1954---,
 FZ1805'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1805'PROJECTING 1 INCH ABOVE GROUND.  LOCATED
 FZ1805'43.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1136,
 FZ1805'36.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF SR 1138,
 FZ1805'1.2 FEET SOUTH OF A WITNESS POST,
 FZ1805'26.3 FEET NORTHWEST OF A TELEPHONE PEDESTAL, AND
 FZ1805'44.0 FEET NORTH-NORTHWEST OF A 12 INCH METAL CULVERT.
 FZ1805'
 FZ1805'REFERENCE MARK NO. 1 IS A STANDARD DISK
 FZ1805'STAMPED---BRANON NO. 1 1954---, SET INTO THE TOP OF A SQUARE
 FZ1805'CONCRETE MONUMENT RECESSED 6 INCHES BELOW GROUND.  LOCATED
 FZ1805'54.7 FEET EAST OF THE CENTERLINE OF SR 1136,
 FZ1805'1.2 FEET SOUTH OF A BRICK STEP WALL, AND
 FZ1805'6.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK CHURCH
 FZ1805'SIGN.
 FZ1805'
 FZ1805'AZIMUTH MARK IS A STANDARD DISK
 FZ1805'STAMPED---BRANON RESET 1956---,
 FZ1805'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ1805'PROJECTING 6 INCHES ABOVE GROUND.  LOCATED
 FZ1805'27.8 FEET EAST OF THE CENTERLINE OF SR 1136,
 FZ1805'13.0 FEET SOUTH OF A 30 INCH WHITE OAK, AND
 FZ1805'7.6 FEET WEST-SOUTHWEST OF AN 8 INCH POPLAR.
 FZ1805'TO REACH THE AZIMUTH MARK FROM THE STATION, PROCEED SOUTH ALONG SR
 FZ1805'1136 FOR 0.3 MI TO US 421, THENCE 0.05 MI EAST ALONG US 421 (TO
 FZ1805'WHERE SR 1136 CONTINUES), THENCE SOUTH ALONG SR 1136 TO THE MARK ON
 FZ1805'THE LEFT.
 FZ1805'
 FZ1805'RM 2 WAS SEARCHED FOR BUT NOT FOUND.  A PIECE OF CONCRETE WAS FOUND
 FZ1805'INDICATING THAT RM 2 WAS PROBABLY DESTROYED BY GRADING.
 FZ1805
 FZ1805                          STATION RECOVERY (1992)
 FZ1805
 FZ1805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1805'RECOVERED AT THIS DATE.  REFERENCE MARKS NO 1 AND NO 2 WERE NOT FOUND.
 FZ1805'THE AZIMUTH MARK WAS FOUND BUT THE LINE OF SIGHT TO THE STATION IS
 FZ1805'BLOCKED.
 FZ1805
 FZ1805                          STATION RECOVERY (1999)
 FZ1805
 FZ1805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FZ1805'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3402 ***********************************************************************
 EY3402  DESIGNATION -  BRANT 5
 EY3402  PID         -  EY3402
 EY3402  STATE/COUNTY-  NC/PAMLICO
 EY3402  USGS QUAD   -  LITTLE FISHING POINT (1974)
 EY3402
 EY3402                         *CURRENT SURVEY CONTROL
 EY3402  ___________________________________________________________________
 EY3402* NAD 83(2001)-  35 12 33.20841(N)    076 26 32.72795(W)     ADJUSTED  
 EY3402* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3402  ___________________________________________________________________
 EY3402  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EY3402  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EY3402  HORZ ORDER  -  SECOND
 EY3402
 EY3402.The horizontal coordinates were established by classical geodetic methods
 EY3402.and adjusted by the National Geodetic Survey in August 2005.
 EY3402
 EY3402.The orthometric height was scaled from a topographic map.
 EY3402
 EY3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3402
 EY3402.The geoid height was determined by GEOID03.
 EY3402
 EY3402;                    North         East     Units Scale Factor Converg.
 EY3402;SPC NC       -   164,871.058   842,426.395   MT  0.99987287   +1 28 34.2
 EY3402;SPC NC       -   540,914.46  2,763,860.60   sFT  0.99987287   +1 28 34.2
 EY3402;UTM  18      - 3,897,198.648   368,707.610   MT  0.99981244   -0 49 54.4
 EY3402
 EY3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3402!SPC NC       -   1.00000580  x   0.99987287  =   0.99987867
 EY3402!UTM  18      -   1.00000580  x   0.99981244  =   0.99981824
 EY3402
 EY3402:                Primary Azimuth Mark                     Grid Az
 EY3402:SPC NC       -  INNER MIDDLE BEACON                      073 19 23.9
 EY3402:UTM  18      -  INNER MIDDLE BEACON                      075 37 52.5
 EY3402
 EY3402|---------------------------------------------------------------------|
 EY3402| PID    Reference Object                     Distance      Geod. Az  |
 EY3402|                                                           dddmmss.s |
 EY3402| EY3382 INNER MIDDLE BEACON                 APPROX.13.8 KM 0744758.1 |
 EY3402| EY4813 BRANT 5 RM 1                         21.950 METERS 11614     |
 EY3402| EY3405 SLUE BEACON                         APPROX. 6.5 KM 1220818.0 |
 EY3402| EY3562 BAY POINT BEACON                    APPROX. 7.0 KM 2341835.4 |
 EY3402| EY3566 BAY RIVER BEACON 42                 APPROX.11.1 KM 2524828.8 |
 EY3402| EY3406 SOW                                 APPROX. 4.6 KM 2843824.4 |
 EY3402| EY4814 BRANT 5 RM 2                         27.030 METERS 28603     |
 EY3402| EY4815 BRANT 5 RM 3                         24.770 METERS 34806     |
 EY3402|---------------------------------------------------------------------|
 EY3402
 EY3402                          SUPERSEDED SURVEY CONTROL
 EY3402
 EY3402  NAD 83(1986)-  35 12 33.22204(N)    076 26 32.73988(W) AD(       ) 2
 EY3402  NAD 27      -  35 12 32.63200(N)    076 26 34.01200(W) AD(       ) 2
 EY3402
 EY3402.Superseded values are not recommended for survey control.
 EY3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3402.See file dsdata.txt to determine how the superseded data were derived.
 EY3402
 EY3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6870897199(NAD 83)
 EY3402_MARKER: DS = TRIANGULATION STATION DISK
 EY3402_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3402_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3402_STAMPING: BRANT 5 1932
 EY3402_MARK LOGO: CGS   
 EY3402
 EY3402  HISTORY     - Date     Condition        Report By
 EY3402  HISTORY     - 1932     MONUMENTED       CGS
 EY3402  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3402  HISTORY     - 1974     MARK NOT FOUND   USGS
 EY3402
 EY3402                          STATION DESCRIPTION
 EY3402
 EY3402'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3402'STATION IS ON BRANT ISLAND, IN THE WESTERN PART OF PAMLICO SOUND,
 EY3402'E OF JONES BAY, AND ON THE EXTREME SW END OF THE ISLAND, IN A
 EY3402'FLAT, OPEN MARSH COVERED WITH CANES.  JUST E OF THE STATION THERE
 EY3402'IS A SMALL BIGHT, AND W OF THE STATION THE SHORE CURVES AROUND
 EY3402'IN A RATHER LARGE BAY TO THE NW.  STATION IS 18.3 METERS FROM
 EY3402'THE WATER TO THE SW AND IS SW OF A SMALL POND.
 EY3402'
 EY3402'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3402'CONCRETE AT THE CENTER OF THE TOP OF A TILE.
 EY3402'
 EY3402'REFERENCE MARK NO.1 IS NEAR THE TIP OF THE POINT, AND 9.0
 EY3402'METERS SE FROM SHORE.
 EY3402'
 EY3402'REFERENCE MARK NO.2 IS N OF THE STATION, AND 24.4 METERS NE
 EY3402'OF SHORE LINE OF THE BAY.
 EY3402'
 EY3402'REFERENCE MARK NO.3 IS 15.2 METERS FROM THE SHORE AT THE
 EY3402'BIGHT, AND BETWEEN THE POND AND THE STATION MARK.
 EY3402'
 EY3402'HEIGHT OF SIGNAL ABOVE STATION MARK 16.2 METERS.
 EY3402
 EY3402                          STATION RECOVERY (1948)
 EY3402
 EY3402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3402'STATION, R.M.S 1 AND 3 HAVE BEEN DESTROYED BY EROSION.  R.M. 2
 EY3402'RECOVERED IN GOOD CONDITION.  THE 1932 DESCRIPTION IS NOT ADEQUATE
 EY3402'FOR RECOVERY OF THIS R.M.  A NEW DESCRIPTION FOLLOWS--
 EY3402'
 EY3402'R.M. 2 BRANT 5 1932 IS ON BRANT ISLAND, IN THE W PART OF
 EY3402'PAMLICO SOUND E OF JONES BAY, ON THE SE CORNER OF THE S END OF
 EY3402'THE ISLAND, ON A MUD FLAT AWASH AT HIGH TIDE.  ELEVEN METERS E
 EY3402'OF THE REFERENCE MARK IS A LOW SAND AND SHELL RIDGE.  THE
 EY3402'SHORELINE IN THE DIRECTION OF BRANT ISLAND SLUE LIGHT IS 8.2
 EY3402'METERS.  A TOPO. STATION, ARTO 1948, WAS PLACED 10.6 METERS W
 EY3402'OF THE REFERENCE MARK.  THE DIRECTION FROM BAY PT. LIGHT TO
 EY3402'ARTO 1948 IS 76 DEG 37 MIN 50 SEC AND FROM BRANT ISLAND SLUE TO
 EY3402'ARTO 1948 IS 111 DEG 27 MIN 39 SEC.  THE STAMPING ON THE DISK
 EY3402'OF THE R.M. IS WORN AND ONLY THE ROMAN NUMERAL II SHOWS
 EY3402'PLAINLY.  TWO SMALL ROUND PONDS ARE ABOUT 100 YARDS N OF THE
 EY3402'R.M. AND A LARGE BIGHT MAKES INTO THE SHORE IMMEDIATELY NE OF
 EY3402'THE R.M.
 EY3402
 EY3402                          STATION RECOVERY (1974)
 EY3402
 EY3402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EY3402'STATION WAS SEARCHED FOR AND NOT FOUND.  STATION IS PROBABLY
 EY3402'DESTROYED. ISLAND IS NOW A BOMBING RANGE.  ALL LAND MASS IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3401 ***********************************************************************
 EY3401  DESIGNATION -  BRANT ISLAND 4
 EY3401  PID         -  EY3401
 EY3401  STATE/COUNTY-  NC/PAMLICO
 EY3401  USGS QUAD   -  LITTLE FISHING POINT (1974)
 EY3401
 EY3401                         *CURRENT SURVEY CONTROL
 EY3401  ___________________________________________________________________
 EY3401* NAD 83(2001)-  35 12 32.52844(N)    076 26 30.76967(W)     ADJUSTED  
 EY3401* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3401  ___________________________________________________________________
 EY3401  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EY3401  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EY3401  HORZ ORDER  -  THIRD
 EY3401
 EY3401.The horizontal coordinates were established by classical geodetic methods
 EY3401.and adjusted by the National Geodetic Survey in August 2005.
 EY3401
 EY3401.The orthometric height was scaled from a topographic map.
 EY3401
 EY3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3401
 EY3401.The geoid height was determined by GEOID03.
 EY3401
 EY3401;                    North         East     Units Scale Factor Converg.
 EY3401;SPC NC       -   164,851.388   842,476.443   MT  0.99987287   +1 28 35.3
 EY3401;SPC NC       -   540,849.93  2,764,024.80   sFT  0.99987287   +1 28 35.3
 EY3401;UTM  18      - 3,897,176.981   368,756.822   MT  0.99981228   -0 49 53.2
 EY3401
 EY3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3401!SPC NC       -   1.00000580  x   0.99987287  =   0.99987867
 EY3401!UTM  18      -   1.00000580  x   0.99981228  =   0.99981808
 EY3401
 EY3401|---------------------------------------------------------------------|
 EY3401| PID    Reference Object                     Distance      Geod. Az  |
 EY3401|                                                           dddmmss.s |
 EY3401| EY4816 BRANT ISLAND 4 RM 2                                00057     |
 EY3401| EY3399 BRANT ISLAND III                     15.661 METERS 10314     |
 EY3401| EY3405 SLUE BEACON                         APPROX. 6.4 KM 1221255.4 |
 EY3401| EY3564 BAY POINT LIGHT                     APPROX. 7.1 KM 2345305.6 |
 EY3401| EY4817 BRANT ISLAND 4 RM 1                                28525     |
 EY3401|---------------------------------------------------------------------|
 EY3401
 EY3401                          SUPERSEDED SURVEY CONTROL
 EY3401
 EY3401  NAD 83(1986)-  35 12 32.54150(N)    076 26 30.78166(W) AD(       ) 3
 EY3401  NAD 27      -  35 12 31.94300(N)    076 26 32.06300(W) AD(       ) 3
 EY3401
 EY3401.Superseded values are not recommended for survey control.
 EY3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3401.See file dsdata.txt to determine how the superseded data were derived.
 EY3401
 EY3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6875797177(NAD 83)
 EY3401_MARKER: DS = TRIANGULATION STATION DISK
 EY3401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3401_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3401
 EY3401  HISTORY     - Date     Condition        Report By
 EY3401  HISTORY     - 1920     MONUMENTED       CGS
 EY3401  HISTORY     - 1932     MARK NOT FOUND   CGS
 EY3401
 EY3401                          STATION DESCRIPTION
 EY3401
 EY3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JHH)
 EY3401'STATION LOCATED ON BRANT ISLAND, ABOUT 5 METERS BACK FROM THE S
 EY3401'POINT OF THE ISLAND.  THE ISLAND IS SWAMPY AND COVERED WITH
 EY3401'TALL GRASS.
 EY3401'
 EY3401'A SMALL BIGHT EXTENDS IN ABOUT 25 METERS N OF THE
 EY3401'STATION.  REFERENCE MARK 2 IS LOCATED ON THE S SHORE OF THIS
 EY3401'BIGHT, 3 METERS FROM THE WATER LINE, AND ABOUT MIDWAY BETWEEN
 EY3401'THE ENTRANCE AND THE HEAD OF THE BIGHT.
 EY3401'
 EY3401'REFERENCE MARK 1 IS LOCATED NW OF THE STATION, ABOUT 15 METERS
 EY3401'FROM THE W SHORE OF THE ISLAND.
 EY3401'
 EY3401'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 EY3401'
 EY3401'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 EY3401
 EY3401                          STATION RECOVERY (1932)
 EY3401
 EY3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3401'THIS STATION WAS NOT FOUND, ALTHOUGH HALF A DAY WAS SPENT WITH
 EY3401'NINE MEN SEARCHING.  CONSIDERABLE TIME WAS SPENT CUTTING AND
 EY3401'BURNING TALL REEDS TO FACILITATE THE SEARCH.  A QUANTITY OF
 EY3401'BROKEN TERRA COTTA PIPE AND PIECES OF CEMENT WERE DISCOVERED,
 EY3401'WHICH INDICATES THAT THE STATION WAS WASHED OUT AND BROKEN UP.
 EY3401'
 EY3401'A NEW STATION, BRANT 5, WAS ESTABLISHED INSHORE.
 EY3401'
 EY3401'WHEN VISITED LATER FOR OBSERVING, A LOCAL FISHERMAN STATED
 EY3401'THAT THIS STATION WAS OUT IN THE WATER THREE OR FOUR YEARS AGO,
 EY3401'AND THAT THE STATION MARK FINALLY DISAPPEARED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3399 ***********************************************************************
 EY3399  DESIGNATION -  BRANT ISLAND III
 EY3399  PID         -  EY3399
 EY3399  STATE/COUNTY-  NC/PAMLICO
 EY3399  USGS QUAD   -  LITTLE FISHING POINT (1974)
 EY3399
 EY3399                         *CURRENT SURVEY CONTROL
 EY3399  ___________________________________________________________________
 EY3399* NAD 83(2001)-  35 12 32.41218(N)    076 26 30.16695(W)     ADJUSTED  
 EY3399* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3399  ___________________________________________________________________
 EY3399  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EY3399  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EY3399  HORZ ORDER  -  THIRD
 EY3399
 EY3399.The horizontal coordinates were established by classical geodetic methods
 EY3399.and adjusted by the National Geodetic Survey in August 2005.
 EY3399
 EY3399.The orthometric height was scaled from a topographic map.
 EY3399
 EY3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3399
 EY3399.The geoid height was determined by GEOID03.
 EY3399
 EY3399;                    North         East     Units Scale Factor Converg.
 EY3399;SPC NC       -   164,848.200   842,491.773   MT  0.99987287   +1 28 35.6
 EY3399;SPC NC       -   540,839.47  2,764,075.09   sFT  0.99987287   +1 28 35.6
 EY3399;UTM  18      - 3,897,173.178   368,772.011   MT  0.99981223   -0 49 52.9
 EY3399
 EY3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3399!SPC NC       -   1.00000580  x   0.99987287  =   0.99987867
 EY3399!UTM  18      -   1.00000580  x   0.99981223  =   0.99981803
 EY3399
 EY3399:                Primary Azimuth Mark                     Grid Az
 EY3399:SPC NC       -  BRANT ISLAND SLUE BEACON                 120 50 15.3
 EY3399:UTM  18      -  BRANT ISLAND SLUE BEACON                 123 08 43.8
 EY3399
 EY3399|---------------------------------------------------------------------|
 EY3399| PID    Reference Object                     Distance      Geod. Az  |
 EY3399|                                                           dddmmss.s |
 EY3399| EY3400 BRANT ISLAND SLUE BEACON            APPROX. 6.4 KM 1221850.9 |
 EY3399| EY3427 PAMLICO POINT LIGHTHOUSE            APPROX.11.6 KM 3534146.1 |
 EY3399|---------------------------------------------------------------------|
 EY3399
 EY3399                          SUPERSEDED SURVEY CONTROL
 EY3399
 EY3399  NAD 83(1986)-  35 12 32.42523(N)    076 26 30.17889(W) AD(       ) 3
 EY3399  NAD 27      -  35 12 31.82000(N)    076 26 31.47000(W) AD(       ) 3
 EY3399
 EY3399.Superseded values are not recommended for survey control.
 EY3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3399.See file dsdata.txt to determine how the superseded data were derived.
 EY3399
 EY3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6877297173(NAD 83)
 EY3399
 EY3399  HISTORY     - Date     Condition        Report By
 EY3399  HISTORY     - 1909     MONUMENTED       CGS
 EY3399  HISTORY     - 1920     SEE DESCRIPTION  CGS
 EY3399  HISTORY     - 1932     SEE DESCRIPTION  CGS
 EY3399
 EY3399                          STATION DESCRIPTION
 EY3399
 EY3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JHH)
 EY3399'THIS STATION WAS FOUND BY MEANS OF THE REFERENCE STAKES AND IS
 EY3399'NOW ABOUT 15 FEET OUT IN THE WATER, THE REFERENCE STAKES BEING
 EY3399'ON THE EDGE OF THE SHORE.  THE TILE MARK IS NOW IN ABOUT 2 FEET
 EY3399'OF WATER AND IS JUST AWASH.  A NEW STATION WAS ESTABLISHED ON
 EY3399'THE ISLAND (SEE DESCRIPTION OF BRANT ISLAND 4).
 EY3399
 EY3399                          STATION RECOVERY (1932)
 EY3399
 EY3399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3399'THIS STATION WAS REPORTED AS OUT IN THE WATER BY J.H. HAWLEY IN
 EY3399'1920.  LOCAL FISHERMEN NOW REPORT THAT IT HAS BEEN DESTROYED BY
 EY3399'WAVE ACTION.  BRANT ISLAND 4 WAS NOT FOUND EITHER.  AND A NEW
 EY3399'STATION, BRANT 5, WAS ESTABLISHED IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3381 ***********************************************************************
 EY3381  DESIGNATION -  BRANT ISLAND SHOAL LH
 EY3381  PID         -  EY3381
 EY3381  STATE/COUNTY-  NC/CARTERET
 EY3381  USGS QUAD   -  NORTH BAY (1971)
 EY3381
 EY3381                         *CURRENT SURVEY CONTROL
 EY3381  ___________________________________________________________________
 EY3381* NAD 83(2001)-  35 08 09.86637(N)    076 17 36.18222(W)     ADJUSTED  
 EY3381* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 EY3381  ___________________________________________________________________
 EY3381  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EY3381  GEOID HEIGHT-         -37.92  (meters)                     GEOID03
 EY3381  HORZ ORDER  -  FIRST
 EY3381
 EY3381.The horizontal coordinates were established by classical geodetic methods
 EY3381.and adjusted by the National Geodetic Survey in August 2005.
 EY3381
 EY3381.The orthometric height was scaled from a topographic map.
 EY3381
 EY3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3381
 EY3381.The geoid height was determined by GEOID03.
 EY3381
 EY3381;                    North         East     Units Scale Factor Converg.
 EY3381;SPC NC       -   157,119.240   856,212.027   MT  0.99987462   +1 33 43.8
 EY3381;SPC NC       -   515,482.04  2,809,088.96   sFT  0.99987462   +1 33 43.8
 EY3381;UTM  18      - 3,888,898.811   382,168.884   MT  0.99977111   -0 44 40.0
 EY3381
 EY3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3381!SPC NC       -   1.00000412  x   0.99987462  =   0.99987874
 EY3381!UTM  18      -   1.00000412  x   0.99977111  =   0.99977523
 EY3381
 EY3381:                Primary Azimuth Mark                     Grid Az
 EY3381:SPC NC       -  NORTH                                    207 10 46.3
 EY3381:UTM  18      -  NORTH                                    209 29 10.1
 EY3381
 EY3381|---------------------------------------------------------------------|
 EY3381| PID    Reference Object                     Distance      Geod. Az  |
 EY3381|                                                           dddmmss.s |
 EY3381| EY3383 NORTH                               APPROX.12.7 KM 2084430.1 |
 EY3381|---------------------------------------------------------------------|
 EY3381
 EY3381                          SUPERSEDED SURVEY CONTROL
 EY3381
 EY3381  NAD 83(1986)-  35 08 09.87908(N)    076 17 36.19159(W) AD(       ) 1
 EY3381  NAD 27      -  35 08 09.27900(N)    076 17 37.49700(W) AD(       ) 1
 EY3381
 EY3381.Superseded values are not recommended for survey control.
 EY3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3381.See file dsdata.txt to determine how the superseded data were derived.
 EY3381
 EY3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD8216988899(NAD 83)
 EY3381_MARKER: 13 = LIGHTHOUSE
 EY3381
 EY3381  HISTORY     - Date     Condition        Report By
 EY3381  HISTORY     - 1932     FIRST OBSERVED   CGS
 EY3381  HISTORY     - 1935     GOOD             CGS
 EY3381  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 EY3381
 EY3381                          STATION DESCRIPTION
 EY3381
 EY3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3381'RECOVERED.  THE STATION IS THE CENTER OF THE LIGHT WHICH IS ON A
 EY3381'WHITE SKELETON TOWER ON BROWN PILES ABOUT 40 FEET HIGH. THIS STATION
 EY3381'WAS OCCUPIED FOR 1935 OBSERVATIONS BY CLAMPING INSTRUMENT TO TOP
 EY3381'OF LIGHT.
 EY3381
 EY3381                          STATION RECOVERY (2004)
 EY3381
 EY3381'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY3381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3400 ***********************************************************************
 EY3400  DESIGNATION -  BRANT ISLAND SLUE BEACON
 EY3400  PID         -  EY3400
 EY3400  STATE/COUNTY-  NC/PAMLICO
 EY3400  USGS QUAD   -  LITTLE FISHING POINT (1974)
 EY3400
 EY3400                         *CURRENT SURVEY CONTROL
 EY3400  ___________________________________________________________________
 EY3400* NAD 83(2001)-  35 10 41.86561(N)    076 22 57.40107(W)     ADJUSTED  
 EY3400* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3400  ___________________________________________________________________
 EY3400  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 EY3400  GEOID HEIGHT-         -37.79  (meters)                     GEOID03
 EY3400  HORZ ORDER  -  THIRD
 EY3400
 EY3400.The horizontal coordinates were established by classical geodetic methods
 EY3400.and adjusted by the National Geodetic Survey in August 2005.
 EY3400
 EY3400.The orthometric height was scaled from a topographic map.
 EY3400
 EY3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3400
 EY3400.The geoid height was determined by GEOID03.
 EY3400
 EY3400;                    North         East     Units Scale Factor Converg.
 EY3400;SPC NC       -   161,583.268   847,960.589   MT  0.99987341   +1 30 38.4
 EY3400;SPC NC       -   530,127.77  2,782,017.37   sFT  0.99987341   +1 30 38.4
 EY3400;UTM  18      - 3,893,690.935   374,104.560   MT  0.99979533   -0 47 48.0
 EY3400
 EY3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3400!SPC NC       -   1.00000598  x   0.99987341  =   0.99987939
 EY3400!UTM  18      -   1.00000598  x   0.99979533  =   0.99980131
 EY3400
 EY3400                          SUPERSEDED SURVEY CONTROL
 EY3400
 EY3400  NAD 83(1986)-  35 10 41.87861(N)    076 22 57.41269(W) AD(       ) 4
 EY3400  NAD 27      -  35 10 41.27000(N)    076 22 58.70000(W) AD(       ) 3
 EY3400
 EY3400.Superseded values are not recommended for survey control.
 EY3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3400.See file dsdata.txt to determine how the superseded data were derived.
 EY3400
 EY3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7410593691(NAD 83)
 EY3400_MARKER: 14 = NAVIGATION LIGHT
 EY3400
 EY3400  HISTORY     - Date     Condition        Report By
 EY3400  HISTORY     - 1909     FIRST OBSERVED   CGS
 EY3400
 EY3400                          STATION DESCRIPTION
 EY3400
 EY3400'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4087 ***********************************************************************
 EZ4087  DESIGNATION -  BRANTLEY
 EZ4087  PID         -  EZ4087
 EZ4087  STATE/COUNTY-  NC/NASH
 EZ4087  USGS QUAD   -  BAILEY (1981)
 EZ4087
 EZ4087                         *CURRENT SURVEY CONTROL
 EZ4087  ___________________________________________________________________
 EZ4087* NAD 83(2001)-  35 45 38.49456(N)    078 07 09.36856(W)     ADJUSTED  
 EZ4087* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 EZ4087  ___________________________________________________________________
 EZ4087  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EZ4087  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EZ4087  HORZ ORDER  -  SECOND
 EZ4087
 EZ4087.The horizontal coordinates were established by classical geodetic methods
 EZ4087.and adjusted by the National Geodetic Survey in August 2005.
 EZ4087
 EZ4087.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4087
 EZ4087.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4087
 EZ4087.The geoid height was determined by GEOID03.
 EZ4087
 EZ4087;                    North         East     Units Scale Factor Converg.
 EZ4087;SPC NC       -   223,403.032   689,242.333   MT  0.99991195   +0 30 30.0
 EZ4087;SPC NC       -   732,948.11  2,261,289.22   sFT  0.99991195   +0 30 30.0
 EZ4087;UTM  17      - 3,961,234.583   760,450.640   MT  1.00043598   +1 41 04.0
 EZ4087
 EZ4087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4087!SPC NC       -   0.99999138  x   0.99991195  =   0.99990333
 EZ4087!UTM  17      -   0.99999138  x   1.00043598  =   1.00042736
 EZ4087
 EZ4087|---------------------------------------------------------------------|
 EZ4087| PID    Reference Object                     Distance      Geod. Az  |
 EZ4087|                                                           dddmmss.s |
 EZ4087| EZ4088 TEDDER                              391.558 METERS 15628     |
 EZ4087| EZ4086 WHEAT                               264.274 METERS 35159     |
 EZ4087|---------------------------------------------------------------------|
 EZ4087
 EZ4087                          SUPERSEDED SURVEY CONTROL
 EZ4087
 EZ4087  NAD 83(1986)-  35 45 38.50219(N)    078 07 09.37987(W) AD(       ) 2
 EZ4087  NAD 27      -  35 45 37.93548(N)    078 07 10.40734(W) AD(       ) 2
 EZ4087  NGVD 29 (07/19/86)   89.7    (m)          294.     (f) VERT ANG    3  
 EZ4087
 EZ4087.Superseded values are not recommended for survey control.
 EZ4087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4087.See file dsdata.txt to determine how the superseded data were derived.
 EZ4087
 EZ4087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6045161235(NAD 83)
 EZ4087_MARKER: DE = TRAVERSE STATION DISK
 EZ4087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4087_STAMPING: BRANTLEY 1972
 EZ4087_MARK LOGO: NCGS  
 EZ4087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4087+STABILITY: SURFACE MOTION
 EZ4087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4087+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 EZ4087
 EZ4087  HISTORY     - Date     Condition        Report By
 EZ4087  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4087  HISTORY     - 20070307 GOOD             GEOCAC
 EZ4087
 EZ4087                          STATION DESCRIPTION
 EZ4087
 EZ4087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4087'BRANTLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4087'THE VICINITY OF BAILEY, NORTH CAROLINA.
 EZ4087'
 EZ4087'BRANTLEY IS LOCATED APPROXIMATELY 1.3 MILES SOUTH OF BAILEY AND 3.4
 EZ4087'MILES WSW OF SIMS.  TO REACH STATION FROM THE INTERSECTION OF NC 581
 EZ4087'WITH US 264 IN BAILEY, PROCEED SOUTH ALONG NC 581 FOR 1.4 MILES TO
 EZ4087'STATION ON RIGHT SHOULDER, 0.3 MILES NORTH OF THE INTERSECTION
 EZ4087'WITH THE NASH-WILSON COUNTY LINE, NEAR SOUTHEAST CORNER OF YARD,
 EZ4087'AND OFF THE EAST END OF A SHRUB LINE.
 EZ4087'
 EZ4087'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4087'BRANTLEY 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4087'WHICH IS 3 INCHES BELOW THE GROUND.
 EZ4087'
 EZ4087'MARK IS
 EZ4087'17.1 FEET W OF C/L NC 581.
 EZ4087'53.5 FEET S OF C/L OF DRIVEWAY (SOUTH).
 EZ4087'19.6 FEET SE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ4087'9.0 FEET E OF PYRACANTHA BUSH.
 EZ4087
 EZ4087                          STATION RECOVERY (2007)
 EZ4087
 EZ4087'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ4087'RECOVERED IN THE SOUTHEAST CORNER OF HOUSE NUMBER 13876. MARK IS
 EZ4087'RECESSED 7 INCHES. DELETE PYRACANTHA BUSH, WHICH IS NOW A STUMP.
 EZ4087'ADD THAT MARK IS 33 FT EAST SOUTHEAST OF POWER POLE K-240-BF WITH
 EZ4087'TRANSFORMER, 28.8 FT SOUTH SOUTHEAST OF PHONE PEDESTAL 31W, AND 15 FT
 EZ4087'NORTH OF THE NORTHEAST CORNER OF A BRICK PILLAR ON THE NORTH SIDE OF
 EZ4087'THE DRIVEWAY TO HOUSE NUMBER 13804.
 EZ4087' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1781 ***********************************************************************
 FZ1781  DESIGNATION -  BRANTLEY
 FZ1781  PID         -  FZ1781
 FZ1781  STATE/COUNTY-  NC/YADKIN
 FZ1781  USGS QUAD   -  EAST BEND (1966)
 FZ1781
 FZ1781                         *CURRENT SURVEY CONTROL
 FZ1781  ___________________________________________________________________
 FZ1781* NAD 83(2001)-  36 13 09.02515(N)    080 32 54.60982(W)     ADJUSTED  
 FZ1781* NAVD 88     -       318.46   (+/-2cm)    1044.8    (feet)  VERTCON   
 FZ1781  ___________________________________________________________________
 FZ1781  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 FZ1781  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 FZ1781  HORZ ORDER  -  SECOND
 FZ1781  VERT ORDER  -  THIRD ? (See Below)
 FZ1781
 FZ1781.The horizontal coordinates were established by classical geodetic methods
 FZ1781.and adjusted by the National Geodetic Survey in August 2005.
 FZ1781
 FZ1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1781.The vertical order pertains to the NGVD 29 superseded value.
 FZ1781
 FZ1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1781
 FZ1781.The geoid height was determined by GEOID03.
 FZ1781
 FZ1781;                    North         East     Units Scale Factor Converg.
 FZ1781;SPC NC       -   275,006.009   470,373.404   MT  1.00001508   -0 53 37.5
 FZ1781;SPC NC       -   902,248.88  1,543,216.74   sFT  1.00001508   -0 53 37.5
 FZ1781;UTM  17      - 4,008,352.934   540,579.608   MT  0.99962029   +0 16 00.4
 FZ1781
 FZ1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1781!SPC NC       -   0.99995528  x   1.00001508  =   0.99997036
 FZ1781!UTM  17      -   0.99995528  x   0.99962029  =   0.99957559
 FZ1781
 FZ1781:                Primary Azimuth Mark                     Grid Az
 FZ1781:SPC NC       -  ROSE                                     276 03 26.1
 FZ1781:UTM  17      -  ROSE                                     274 53 48.2
 FZ1781
 FZ1781|---------------------------------------------------------------------|
 FZ1781| PID    Reference Object                     Distance      Geod. Az  |
 FZ1781|                                                           dddmmss.s |
 FZ1781| FZ1780 ROSE                                APPROX. 3.0 KM 2750948.6 |
 FZ1781|---------------------------------------------------------------------|
 FZ1781
 FZ1781                          SUPERSEDED SURVEY CONTROL
 FZ1781
 FZ1781  NAD 83(1993)-  36 13 09.03215(N)    080 32 54.61871(W) AD(       ) 2
 FZ1781  NAD 83(1986)-  36 13 09.03348(N)    080 32 54.61743(W) AD(       ) 2
 FZ1781  NAD 27      -  36 13 08.54365(N)    080 32 55.40147(W) AD(       ) 2
 FZ1781  NGVD 29 (07/19/86)  318.63   (m)         1045.4    (f) LEVELING    3  
 FZ1781
 FZ1781.Superseded values are not recommended for survey control.
 FZ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1781.See file dsdata.txt to determine how the superseded data were derived.
 FZ1781
 FZ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4058008353(NAD 83)
 FZ1781_MARKER: DE = TRAVERSE STATION DISK
 FZ1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1781_STAMPING: BRANTLET 1970
 FZ1781_MARK LOGO: NCGS  
 FZ1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1781+STABILITY: SURFACE MOTION
 FZ1781
 FZ1781  HISTORY     - Date     Condition        Report By
 FZ1781  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1781
 FZ1781                          STATION DESCRIPTION
 FZ1781
 FZ1781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1781'BRANTLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1781'IN THE VICINITY OF EAST BEND, NORTH CAROLINA.
 FZ1781'
 FZ1781'BRANTLEY IS LOCATED APPROXIMATELY 2.7 MILES WEST OF EAST BEND, ON
 FZ1781'NC 67.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 67
 FZ1781'BYPASS AND NC 67 BUSINESS WEST, GO WEST FOR 1.45 MILES TO STATION ON
 FZ1781'RIGHT (N) SIDE OF NC 67.  STATION IS ON THE RIGHT OF WAY OF NC 67,
 FZ1781'0.05 MILE WEST OF INTERSECTION OF SR 1541 AND NC 67, AND 0.5
 FZ1781'MILE EAST OF SR 1542.
 FZ1781'
 FZ1781'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1781'BRANTLEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1781'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1781'
 FZ1781'MARK IS
 FZ1781'19.1 FEET NNE OF C/L OF NC 67.
 FZ1781'118.5 FEET NE OF ALUMINUM REF. TAG ON PP.
 FZ1781'65.2 FEET SE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 FZ1781'39.9 FEET SSE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 FZ1781'44.0 FEET SW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3531 ***********************************************************************
 FB3531  DESIGNATION -  BRASS
 FB3531  PID         -  FB3531
 FB3531  STATE/COUNTY-  NC/CLAY
 FB3531  USGS QUAD   -  PEACHTREE (1973)
 FB3531
 FB3531                         *CURRENT SURVEY CONTROL
 FB3531  ___________________________________________________________________
 FB3531* NAD 83(2001)-  35 02 59.23109(N)    083 54 36.07290(W)     ADJUSTED  
 FB3531* NAVD 88     -       561.8    (meters)    1843.     (feet)  VERTCON   
 FB3531  ___________________________________________________________________
 FB3531  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 FB3531  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 FB3531  HORZ ORDER  -  SECOND
 FB3531
 FB3531.The horizontal coordinates were established by classical geodetic methods
 FB3531.and adjusted by the National Geodetic Survey in August 2005.
 FB3531
 FB3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3531
 FB3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3531
 FB3531.The geoid height was determined by GEOID03.
 FB3531
 FB3531;                    North         East     Units Scale Factor Converg.
 FB3531;SPC NC       -   155,259.928   161,883.025   MT  0.99987877   -2 50 02.1
 FB3531;SPC NC       -   509,381.95    531,111.22   sFT  0.99987877   -2 50 02.1
 FB3531;SPC GA W     -   559,976.973   723,412.267   MT  0.99990675   +0 08 50.6
 FB3531;SPC GA W     - 1,837,191.12  2,373,395.08   sFT  0.99990675   +0 08 50.6
 FB3531;UTM  17      - 3,882,437.066   234,577.620   MT  1.00046834   -1 40 19.8
 FB3531
 FB3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3531!SPC NC       -   0.99991631  x   0.99987877  =   0.99979509
 FB3531!SPC GA W     -   0.99991631  x   0.99990675  =   0.99982306
 FB3531!UTM  17      -   0.99991631  x   1.00046834  =   1.00038461
 FB3531
 FB3531                          SUPERSEDED SURVEY CONTROL
 FB3531
 FB3531  NAD 83(1995)-  35 02 59.23083(N)    083 54 36.07170(W) AD(       ) 2
 FB3531  NAD 83(1986)-  35 02 59.23747(N)    083 54 36.07748(W) AD(       ) 2
 FB3531  NGVD 29 (09/18/91)  561.8    (m)         1843.     (f) VERT ANG    3  
 FB3531
 FB3531.Superseded values are not recommended for survey control.
 FB3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3531.See file dsdata.txt to determine how the superseded data were derived.
 FB3531
 FB3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU3457882437(NAD 83)
 FB3531_MARKER: DE = TRAVERSE STATION DISK
 FB3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3531_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3531+STABILITY: SURFACE MOTION
 FB3531
 FB3531  HISTORY     - Date     Condition        Report By
 FB3531  HISTORY     - 1978     MONUMENTED       NCGS
 FB3531
 FB3531                          STATION DESCRIPTION
 FB3531
 FB3531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3531'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES EAST-NORTHEAST OF
 FB3531'BRASSTOWN AND 5.2 MILES WEST OF HAYESVILLE.
 FB3531'
 FB3531'TO REACH THE STATION FROM THE US 64 BRIDGE OVER HIWASSEE RIVER AT THE
 FB3531'CLAY-CHEROKEE COUNTY LINE, PROCEED EASTERLY ALONG US 64 FOR 2.0 MILES
 FB3531'TO SR 1131 AND STATION ON RIGHT.
 FB3531'
 FB3531'STATION MARK IS A STANDARD DISK STAMPED---BRASS 1978---SET IN TOP OF
 FB3531'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK
 FB3531'IS 54.8 FEET SOUTH-SOUTHWEST OF CENTERLINE INTERSECTION OF US 64 AND
 FB3531'SR 1131, 47.4 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 54.5
 FB3531'FEET WEST-SOUTHWEST OF WEST END GUARD RAIL, AND 22.6 FEET
 FB3531'NORTH-NORTHEAST OF A 10 INCH ASH WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2395 ***********************************************************************
 AI2395  DESIGNATION -  BRASSFIELD
 AI2395  PID         -  AI2395
 AI2395  STATE/COUNTY-  NC/GUILFORD
 AI2395  USGS QUAD   -  LAKE BRANDT (1994)
 AI2395
 AI2395                         *CURRENT SURVEY CONTROL
 AI2395  ___________________________________________________________________
 AI2395* NAD 83(2007)-  36 07 31.04864(N)    079 51 44.52996(W)     ADJUSTED  
 AI2395* NAVD 88     -       256.6    (meters)     842.     (feet)  GPS OBS   
 AI2395  ___________________________________________________________________
 AI2395  EPOCH DATE  -        2002.00
 AI2395  X           -     907,875.970 (meters)                     COMP
 AI2395  Y           -  -5,077,469.051 (meters)                     COMP
 AI2395  Z           -   3,739,562.715 (meters)                     COMP
 AI2395  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 AI2395  ELLIP HEIGHT-         225.175 (meters)          (02/10/07) ADJUSTED
 AI2395  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 AI2395
 AI2395  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2395  Type    PID    Designation                      North   East  Ellip
 AI2395  -------------------------------------------------------------------
 AI2395  NETWORK AI2395 BRASSFIELD                        0.51   0.41   0.92
 AI2395  -------------------------------------------------------------------
 AI2395
 AI2395.The horizontal coordinates were established by GPS observations
 AI2395.and adjusted by the National Geodetic Survey in February 2007.
 AI2395
 AI2395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2395.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2395.The horizontal coordinates are valid at the epoch date displayed above.
 AI2395.The epoch date for horizontal control is a decimal equivalence
 AI2395.of Year/Month/Day.
 AI2395
 AI2395.The orthometric height was determined by GPS observations and a
 AI2395.high-resolution geoid model.
 AI2395
 AI2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2395
 AI2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2395
 AI2395.The ellipsoidal height was determined by GPS observations
 AI2395.and is referenced to NAD 83.
 AI2395
 AI2395.The geoid height was determined by GEOID03.
 AI2395
 AI2395;                    North         East     Units Scale Factor Converg.
 AI2395;SPC NC       -   263,839.867   531,971.841   MT  0.99998872   -0 29 51.8
 AI2395;SPC NC       -   865,614.63  1,745,310.95   sFT  0.99998872   -0 29 51.8
 AI2395;UTM  17      - 3,998,444.451   602,371.578   MT  0.99972913   +0 40 14.7
 AI2395
 AI2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2395!SPC NC       -   0.99996466  x   0.99998872  =   0.99995338
 AI2395!UTM  17      -   0.99996466  x   0.99972913  =   0.99969380
 AI2395
 AI2395                          SUPERSEDED SURVEY CONTROL
 AI2395
 AI2395  NAD 83(2001)-  36 07 31.04903(N)    079 51 44.52961(W) AD(       ) 1
 AI2395  ELLIP H (03/13/03)  225.174  (m)                       GP(       ) 4 2
 AI2395  NAD 83(1986)-  36 07 31.05518(N)    079 51 44.53737(W) AD(       ) 1
 AI2395
 AI2395.Superseded values are not recommended for survey control.
 AI2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2395.See file dsdata.txt to determine how the superseded data were derived.
 AI2395
 AI2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0237298444(NAD 83)
 AI2395_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2395_STAMPING: BRASSFIELD 1994
 AI2395_MARK LOGO: NCGS  
 AI2395_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2395+STABILITY: SURFACE MOTION
 AI2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2395+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI2395
 AI2395  HISTORY     - Date     Condition        Report By
 AI2395  HISTORY     - 1994     MONUMENTED       NCGS
 AI2395
 AI2395                          STATION DESCRIPTION
 AI2395
 AI2395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2395'STATION IS LOCATED IN THE BRASSFIELD SUBDIVISION OF GREENSBORO, ABOUT
 AI2395'5.3 MI (8.5 KM) NORTHWEST OF THE COURTHOUSE. ALONG SR 2179 (NEW GARDEN
 AI2395'ROAD) FOR 0.6 MI (1.0 KM) SOUTHWEST FROM US 220 TO BRASSFIELD ROAD
 AI2395'(ENTRANCE TO SUBDIVISION), IN THE WEST QUADRANT OF THE CROSSROADS.
 AI2395'MARK IS LEVEL WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 37.0
 AI2395'FT (11.3 M) NORTHWEST OF THE CENTERLINE OF NEW GARDEN ROAD AND 6.2
 AI2395'FEET (1.9 M) FROM THE CURB, 93.0 FT (28.3 M) SOUTHWEST OF THE
 AI2395'SOUTHEAST END OF BRASSFIELD ROAD TRAFFIC MEDIAN, 64.5 FT (19.7 M)
 AI2395'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 8.1 FT (2.5 M) EAST OF THE EAST
 AI2395'CORNER OF THE 2ND ROCK FENCE COLUMN, 8.7 FT (2.7 M) SOUTH OF THE SOUTH
 AI2395'CORNER OF THE CORNER ROCK FENCE COLUMN BESIDE A POWER POLE WITH TAG,
 AI2395'AND 79.3 FT (24.2 M) NORTHEAST OF A TWIN-TRUNK MAGNOLIA WITH A
 AI2395'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2327 ***********************************************************************
 FA2327  DESIGNATION -  BRASWELL
 FA2327  PID         -  FA2327
 FA2327  STATE/COUNTY-  NC/UNION
 FA2327  USGS QUAD   -  BAKERS (1987)
 FA2327
 FA2327                         *CURRENT SURVEY CONTROL
 FA2327  ___________________________________________________________________
 FA2327* NAD 83(2001)-  35 02 24.07927(N)    080 36 17.15419(W)     ADJUSTED  
 FA2327* NAVD 88     -       199.3    (meters)     654.     (feet)  VERTCON   
 FA2327  ___________________________________________________________________
 FA2327  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FA2327  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA2327  HORZ ORDER  -  SECOND
 FA2327
 FA2327.The horizontal coordinates were established by classical geodetic methods
 FA2327.and adjusted by the National Geodetic Survey in August 2005.
 FA2327
 FA2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2327
 FA2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2327
 FA2327.The geoid height was determined by GEOID03.
 FA2327
 FA2327;                    North         East     Units Scale Factor Converg.
 FA2327;SPC NC       -   144,285.543   463,200.559   MT  0.99987938   -0 55 34.4
 FA2327;SPC NC       -   473,376.82  1,519,683.83   sFT  0.99987938   -0 55 34.4
 FA2327;UTM  17      - 3,877,552.756   536,048.372   MT  0.99961601   +0 13 36.9
 FA2327
 FA2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2327!SPC NC       -   0.99997347  x   0.99987938  =   0.99985286
 FA2327!UTM  17      -   0.99997347  x   0.99961601  =   0.99958949
 FA2327
 FA2327:                Primary Azimuth Mark                     Grid Az
 FA2327:SPC NC       -  KENDRICK                                 312 34 05.1
 FA2327:UTM  17      -  KENDRICK                                 311 24 53.8
 FA2327
 FA2327|---------------------------------------------------------------------|
 FA2327| PID    Reference Object                     Distance      Geod. Az  |
 FA2327|                                                           dddmmss.s |
 FA2327| FA2329 KENDRICK                            APPROX. 1.3 KM 3113830.7 |
 FA2327|---------------------------------------------------------------------|
 FA2327
 FA2327                          SUPERSEDED SURVEY CONTROL
 FA2327
 FA2327  NAD 83(1986)-  35 02 24.09451(N)    080 36 17.16243(W) AD(       ) 2
 FA2327  NAD 27      -  35 02 23.55644(N)    080 36 17.91988(W) AD(       ) 2
 FA2327  NGVD 29 (07/19/86)  199.5    (m)          655.     (f) VERT ANG    3  
 FA2327
 FA2327.Superseded values are not recommended for survey control.
 FA2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2327.See file dsdata.txt to determine how the superseded data were derived.
 FA2327
 FA2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3604877553(NAD 83)
 FA2327_MARKER: DE = TRAVERSE STATION DISK
 FA2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2327_STAMPING: BRASWELL 1965
 FA2327_MARK LOGO: NCGS  
 FA2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2327+STABILITY: SURFACE MOTION
 FA2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2327+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 FA2327
 FA2327  HISTORY     - Date     Condition        Report By
 FA2327  HISTORY     - 1965     MONUMENTED       NCGS
 FA2327  HISTORY     - 19980406 GOOD             USPSQD
 FA2327  HISTORY     - 20070712 GOOD             NCDOT
 FA2327
 FA2327                          STATION DESCRIPTION
 FA2327
 FA2327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 FA2327'BRASWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2327'ESTABLISHED IN THE VICINITY OF MONROE, NORTH CAROLINA.
 FA2327'
 FA2327'BRASWELL IS 5.1 MILES NW OF MONROE.  LOCATED 0.25 MILES NW
 FA2327'ALONG U.S. 74 FROM INTERSECTION OF 1007.  AND 0.9 MILES SE OF
 FA2327'U.S. 74 FROM CROSSOVER AT KENDRICK BRICK AND TILE CO.
 FA2327'
 FA2327'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2327'BRASWELL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA2327'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2327'
 FA2327'MARK IS
 FA2327'
 FA2327'9.1 FT E OF YELLOW ARROW ON E BOUND LANE OF U.S. 74
 FA2327'
 FA2327'10.8 FT NE OF ALUMINUM REF. TAG W/ARROW ON E BOUND LANE OF U.S. 74
 FA2327'
 FA2327'9.6 FT SE OF ALUMINUM REF. TAG W/ARROW ON E BOUND LANE OF U.S. 74
 FA2327'
 FA2327'21.7 FT W OF YELLOW ARROW ON W BOUND LANE OF U.S. 74
 FA2327'
 FA2327'22.8 FT NW OF ALUMINUM REF. TAG W/ARROW ON W BOUND LANE OF U.S. 74
 FA2327'
 FA2327'21.1 FT SW OF ALUMINUM REF. TAG W/ARROW ON W BOUND LANE OF U.S. 74
 FA2327'
 FA2327'13.4 FT S OF YELLOW ARROW ON CROSSOVER OF E AND W BOUND LANE
 FA2327'OF U.S. 74
 FA2327'
 FA2327'21.0 FT SW OF REFLECTOR POST WITH ALUMINUM REF. TAG
 FA2327'
 FA2327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2327
 FA2327                          STATION RECOVERY (1998)
 FA2327
 FA2327'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2327'RECOVERED IN GOOD CONDITION.
 FA2327
 FA2327                          STATION RECOVERY (2007)
 FA2327
 FA2327'RECOVERY NOTE BY 
NC DOT 2007 (JIJ)
 FA2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5730 ***********************************************************************
 EZ5730  DESIGNATION -  BRASWELL
 EZ5730  PID         -  EZ5730
 EZ5730  STATE/COUNTY-  NC/RICHMOND
 EZ5730  USGS QUAD   -  MILLSTONE LAKE (1984)
 EZ5730
 EZ5730                         *CURRENT SURVEY CONTROL
 EZ5730  ___________________________________________________________________
 EZ5730* NAD 83(2001)-  35 06 58.83017(N)    079 44 53.46389(W)     ADJUSTED  
 EZ5730* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 EZ5730  ___________________________________________________________________
 EZ5730  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 EZ5730  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 EZ5730  HORZ ORDER  -  SECOND
 EZ5730
 EZ5730.The horizontal coordinates were established by classical geodetic methods
 EZ5730.and adjusted by the National Geodetic Survey in August 2005.
 EZ5730
 EZ5730.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5730
 EZ5730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5730
 EZ5730.The geoid height was determined by GEOID03.
 EZ5730
 EZ5730;                    North         East     Units Scale Factor Converg.
 EZ5730;SPC NC       -   151,825.195   541,406.794   MT  0.99987537   -0 25 54.6
 EZ5730;SPC NC       -   498,113.16  1,776,265.46   sFT  0.99987537   -0 25 54.6
 EZ5730;UTM  17      - 3,886,661.934   614,071.422   MT  0.99976037   +0 43 12.6
 EZ5730
 EZ5730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5730!SPC NC       -   0.99998065  x   0.99987537  =   0.99985602
 EZ5730!UTM  17      -   0.99998065  x   0.99976037  =   0.99974102
 EZ5730
 EZ5730                          SUPERSEDED SURVEY CONTROL
 EZ5730
 EZ5730  NAD 83(1986)-  35 06 58.83512(N)    079 44 53.45921(W) AD(       ) 2
 EZ5730  NGVD 29 (03/28/90)  154.5    (m)          507.     (f) VERT ANG    3  
 EZ5730
 EZ5730.Superseded values are not recommended for survey control.
 EZ5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5730.See file dsdata.txt to determine how the superseded data were derived.
 EZ5730
 EZ5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1407186662(NAD 83)
 EZ5730_MARKER: DE = TRAVERSE STATION DISK
 EZ5730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5730_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ5730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5730+STABILITY: SURFACE MOTION
 EZ5730
 EZ5730  HISTORY     - Date     Condition        Report By
 EZ5730  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5730
 EZ5730                          STATION DESCRIPTION
 EZ5730
 EZ5730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5730'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF PLAINVIEW
 EZ5730'AND 3.2 MILES NORTH-NORTHEAST OF ELLERBE.
 EZ5730'
 EZ5730'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 IN
 EZ5730'PLAINVIEW, PROCEED SOUTHWESTERLY ALONG US 220 AND NC 73 FOR 2.7 MILES
 EZ5730'TO STATION ON RIGHT BY DIRT DRIVE TO CURTIS E. FULP RESIDENCE AND
 EZ5730'ACROSS HIGHWAY FROM BRASWELL STORE, 0.15 MILE NORTH-NORTHEAST OF
 EZ5730'INTERSECTION WITH SR 1458 (EAST).
 EZ5730'
 EZ5730'STATION MARK IS A STANDARD DISK STAMPED---BRASWELL 1977---, SET IN THE
 EZ5730'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EZ5730'THE MARK IS 29.8 FEET NORTHWEST OF THE CENTERLINE OF US 220, 32.5 FEET
 EZ5730'SOUTHWEST OF THE CENTERLINE OF DIRT DRIVE, 5.1 FEET SOUTH-SOUTHWEST OF
 EZ5730'POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 61.4 FEET
 EZ5730'WEST-NORTHWEST OF TELEPHONE REDESTAL ACROSS HIGHWAY AND 114.1 FEET
 EZ5730'SOUTH-SOUTHEAST OF 24 INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4923 ***********************************************************************
 AH4923  DESIGNATION -  BRASWELL AZ MK
 AH4923  PID         -  AH4923
 AH4923  STATE/COUNTY-  NC/JOHNSTON
 AH4923  USGS QUAD   -  PRINCETON (1974)
 AH4923
 AH4923                         *CURRENT SURVEY CONTROL
 AH4923  ___________________________________________________________________
 AH4923* NAD 83(2001)-  35 28 35.34053(N)    078 14 01.13904(W)     ADJUSTED  
 AH4923* NAVD 88     -        48.4    (meters)     159.     (feet)  VERT ANG  
 AH4923  ___________________________________________________________________
 AH4923  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AH4923  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AH4923  HORZ ORDER  -  SECOND
 AH4923
 AH4923.The horizontal coordinates were established by classical geodetic methods
 AH4923.and adjusted by the National Geodetic Survey in August 2005.
 AH4923
 AH4923.The orthometric height was determined by vertical angle observations.
 AH4923
 AH4923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4923
 AH4923.The geoid height was determined by GEOID03.
 AH4923
 AH4923;                    North         East     Units Scale Factor Converg.
 AH4923;SPC NC       -   191,787.916   679,142.954   MT  0.99988026   +0 26 32.3
 AH4923;SPC NC       -   629,224.19  2,228,154.84   sFT  0.99988026   +0 26 32.3
 AH4923;UTM  17      - 3,929,403.550   750,994.073   MT  1.00037641   +1 36 22.8
 AH4923
 AH4923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4923!SPC NC       -   0.99999781  x   0.99988026  =   0.99987807
 AH4923!UTM  17      -   0.99999781  x   1.00037641  =   1.00037421
 AH4923
 AH4923                          SUPERSEDED SURVEY CONTROL
 AH4923
 AH4923  NAD 83(1986)-  35 28 35.34691(N)    078 14 01.14746(W) AD(       ) 2
 AH4923
 AH4923.Superseded values are not recommended for survey control.
 AH4923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4923.See file dsdata.txt to determine how the superseded data were derived.
 AH4923
 AH4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5099429404(NAD 83)
 AH4923_MARKER: DZ = AZIMUTH MARK DISK
 AH4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4923_STAMPING: BRASWELL 1933 1985
 AH4923_MARK LOGO: NGS   
 AH4923_PROJECTION: FLUSH
 AH4923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4923+STABILITY: SURFACE MOTION
 AH4923
 AH4923  HISTORY     - Date     Condition        Report By
 AH4923  HISTORY     - 1985     MONUMENTED       NGS
 AH4923  HISTORY     - 19850101 GOOD             NCGS
 AH4923
 AH4923                          STATION DESCRIPTION
 AH4923
 AH4923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 AH4923'THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) EAST OF SMITHFIELD, 5.2
 AH4923'KM (3.25 MI) SOUTH OF PRINCETON AND 14.4 KM (8.95 MI) WEST OF
 AH4923'GOLDSBORO.  OWNERSHIP--STATE RIGHT OF WAY OF SR 2319.  TO REACH THE
 AH4923'STATION FROM THE INTERSECTION OF U.S HIGHWAY 70 AND INTERSTATE 95
 AH4923'OVERPASS WHICH IS ABOUT 1.6 KM (1.00 MI) EAST OF SMITHFIELD, GO EAST
 AH4923'ON U.S 70 FOR 8.48 KM (5.25 MI) TO SR 2319 ON THE RIGHT.  TURN RIGHT
 AH4923'AND GO SOUTH ON SR 2319 FOR 0.48 KM (0.30 MI) TO A ONE STORY FRAME
 AH4923'HOME ON THE LEFT AND THE MARK ON THE RIGHT NEAR THE NORTH-MOST ONE OF
 AH4923'TWO METAL BARNS.  THE STATION IS A STANDARD NGS AZIMUTH DISK
 AH4923'STAMPED--BRASWELL 1933 1985--, SET INTO THE TOP OF A ROUND CONCRETE
 AH4923'MONUMENT, 32 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS
 AH4923'LOCATED 6.0 METERS (19.7 FT) SOUTHWEST FROM THE CENTERLINE OF SR 2319,
 AH4923'20.9 METERS (68.6 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF MR GRAHAM
 AH4923'BRASWELL DWELLING, 14.70 METERS (48.23 FT) SOUTH SOUTHWEST FROM THE
 AH4923'SOUTHEAST END OF A CONCRETE PIPE CULVERT, 1.67 METERS (5.48 FT)
 AH4923'NORTHEAST FROM THE SOUTHEAST CORNER OF THE NORTH-MOST ONE OR 2 METAL
 AH4923'BARNS, 22.65 METERS (74.31 FT) SOUTH SOUTHWEST FROM A POWERLINE POLE
 AH4923'WITH A TRANSFORMER AND REFERENCE TAG.
 AH4923
 AH4923                          STATION RECOVERY (1985)
 AH4923
 AH4923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4923'RECOVERED AS DESCRIBED IN 1985 RECOVERY BY H.D. MCKINNEY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4520 ***********************************************************************
 EZ4520  DESIGNATION -  BRASWELL RESET
 EZ4520  PID         -  EZ4520
 EZ4520  STATE/COUNTY-  NC/JOHNSTON
 EZ4520  USGS QUAD   -  PRINCETON (1974)
 EZ4520
 EZ4520                         *CURRENT SURVEY CONTROL
 EZ4520  ___________________________________________________________________
 EZ4520* NAD 83(2007)-  35 28 22.45672(N)    078 13 56.54596(W)     ADJUSTED  
 EZ4520* NAVD 88     -        48.6    (meters)     159.     (feet)  GPS OBS   
 EZ4520  ___________________________________________________________________
 EZ4520  EPOCH DATE  -        2002.00
 EZ4520  X           -   1,060,537.476 (meters)                     COMP
 EZ4520  Y           -  -5,090,874.839 (meters)                     COMP
 EZ4520  Z           -   3,680,728.403 (meters)                     COMP
 EZ4520  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EZ4520  ELLIP HEIGHT-          14.208 (meters)          (02/10/07) ADJUSTED
 EZ4520  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EZ4520
 EZ4520  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4520  Type    PID    Designation                      North   East  Ellip
 EZ4520  -------------------------------------------------------------------
 EZ4520  NETWORK EZ4520 BRASWELL RESET                    0.86   0.57   1.51
 EZ4520  -------------------------------------------------------------------
 EZ4520
 EZ4520.The horizontal coordinates were established by GPS observations
 EZ4520.and adjusted by the National Geodetic Survey in February 2007.
 EZ4520
 EZ4520.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4520.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4520.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4520.The epoch date for horizontal control is a decimal equivalence
 EZ4520.of Year/Month/Day.
 EZ4520
 EZ4520.The orthometric height was determined by GPS observations and a
 EZ4520.high-resolution geoid model.
 EZ4520
 EZ4520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4520
 EZ4520.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4520
 EZ4520.The ellipsoidal height was determined by GPS observations
 EZ4520.and is referenced to NAD 83.
 EZ4520
 EZ4520.The geoid height was determined by GEOID03.
 EZ4520
 EZ4520;                    North         East     Units Scale Factor Converg.
 EZ4520;SPC NC       -   191,391.800   679,261.798   MT  0.99988001   +0 26 35.0
 EZ4520;SPC NC       -   627,924.60  2,228,544.75   sFT  0.99988001   +0 26 35.0
 EZ4520;UTM  17      - 3,929,009.735   751,121.002   MT  1.00037720   +1 36 25.0
 EZ4520
 EZ4520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4520!SPC NC       -   0.99999777  x   0.99988001  =   0.99987778
 EZ4520!UTM  17      -   0.99999777  x   1.00037720  =   1.00037497
 EZ4520
 EZ4520:                Primary Azimuth Mark                     Grid Az
 EZ4520:SPC NC       -  MICRO PUBLIC SCHOOL WATER TANK           015 54 20.2
 EZ4520:UTM  17      -  MICRO PUBLIC SCHOOL WATER TANK           014 44 30.2
 EZ4520
 EZ4520|---------------------------------------------------------------------|
 EZ4520| PID    Reference Object                     Distance      Geod. Az  |
 EZ4520|                                                           dddmmss.s |
 EZ4520| EZ4197 MICRO PUBLIC SCHOOL WATER TANK      APPROX. 9.9 KM 0162055.2 |
 EZ4520| EZ4148 KENLY MUNICIPAL TANK                APPROX.16.8 KM 0354540.9 |
 EZ4520| EZ6090 BRASWELL RM 1 AZIMUTH                              1674145.2 |
 EZ4520| EZ4620 SANDERS                             APPROX.16.1 KM 2293026.0 |
 EZ4520| EZ6091 BRASWELL RM 2                        34.321 METERS 26157     |
 EZ4520| EZ6092 BRASWELL RM 3                        36.466 METERS 31743     |
 EZ4520| EZ4305 SELMA MUNICIPAL TANK                APPROX. 8.0 KM 3274132.4 |
 EZ4520| AH4923 BRASWELL AZ MK                      413.603 METERS 3434431.1 |
 EZ4520|---------------------------------------------------------------------|
 EZ4520
 EZ4520                          SUPERSEDED SURVEY CONTROL
 EZ4520
 EZ4520  NAD 83(2001)-  35 28 22.45693(N)    078 13 56.54588(W) AD(       ) 1
 EZ4520  ELLIP H (03/13/03)   14.197  (m)                       GP(       ) 4 2
 EZ4520  NAD 83(1986)-  35 28 22.46331(N)    078 13 56.55428(W) AD(       ) 1
 EZ4520  NAD 83(1986)-  35 28 22.46494(N)    078 13 56.55599(W) AD(       ) 1
 EZ4520  NAD 27      -  35 28 21.88500(N)    078 13 57.56600(W) AD(       ) 1
 EZ4520
 EZ4520.Superseded values are not recommended for survey control.
 EZ4520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4520.See file dsdata.txt to determine how the superseded data were derived.
 EZ4520
 EZ4520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5112129010(NAD 83)
 EZ4520_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ4520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4520_STAMPING: BRASWELL 1933 1985
 EZ4520_MARK LOGO: NGS   
 EZ4520_PROJECTION: FLUSH
 EZ4520_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4520+STABILITY: SURFACE MOTION
 EZ4520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4520+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1995
 EZ4520
 EZ4520  HISTORY     - Date     Condition        Report By
 EZ4520  HISTORY     - 1985     MONUMENTED       NGS
 EZ4520  HISTORY     - 19850101 GOOD             NCGS
 EZ4520  HISTORY     - 19950821 GOOD             NCGS
 EZ4520
 EZ4520                          STATION DESCRIPTION
 EZ4520
 EZ4520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 EZ4520'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 EZ4520'CONDITION.  REFERENCE MARK 3 WAS RECOVERED IN GOOD CONDITION BUT THE
 EZ4520'MARK HAS BEEN MOVED TO THE NORTH 1.408 METERS (4.619 FT) AND
 EZ4520'REPLANTED.  REFERENCE MARK ONE WAS NOT FOUND AND IS BELIEVED TO HAVE
 EZ4520'BEEN DESTROYED BY ROAD IMPROVEMENT AND AZIMUTH MARK WAS ESTABLISHED AT
 EZ4520'THIS TIME.  REFERENCE MARKS OBSTRUCTED BY HOUSE.  A COMPLETE NEW
 EZ4520'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.6 KM (5.95 MI)
 EZ4520'EAST OF SMITHFIELD, 5.6 KM (3.45 MI) SOUTH OF PRINCETON AND 14.4 KM
 EZ4520'(8.95 MI) WEST OF GOLDSBORO.  OWNERSHIP--MR JAMES MASSEY, PRINCETON,
 EZ4520'NORTH CAROLINA.  TO REACH THE STATION FROM THE INTERSECTION OF U.S
 EZ4520'HIGHWAY 70 AND INTERSTATE 95 OVERPASS WHICH IS ABOUT 1.6 KM (1.00 MI)
 EZ4520'EAST OF SMITHFIELD, GO EAST ON U.S 70 FOR 8.48 KM (5.25 MI) TO SR 2319
 EZ4520'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON SR 2319 FOR 0.48 KM (0.30
 EZ4520'MI) TO A ONE STORY FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE
 EZ4520'RIGHT NEAR THE NORTH-MOST ONE OF TWO METAL BARNS.  CONTINUE SOUTHERLY
 EZ4520'ON SR 2319 FOR 0.42 KM (0.25 MI) TO A 1-STORY BRICK DWELLING OF MR
 EZ4520'CHARLES BRASWELL ON THE RIGHT AND THE MARK ON THE LEFT IN A CULTIVATED
 EZ4520'FIELD.
 EZ4520' 
 EZ4520'THE STATION IS A STANDARD NGS DISK STAMPED---BRASWELL 1963 1985---,
 EZ4520'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 48 CM IN DIAMETER,
 EZ4520'RECESSED 50 CM BELOW THE GROUND.  THE STATION IS LOCATED 10.21 METERS
 EZ4520'(33.50 FT) EAST FROM THE C/L OF SR, 31.70 METERS (104.00 FT) EAST
 EZ4520'SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BRASWELL DWELLING, 31.39
 EZ4520'METERS (102.99 FT) SOUTH FROM TELEPHONE PEDISTAL NO 17, 3.93 METERS
 EZ4520'(12.89 FT) EAST FROM A METAL WITNESS POST, 35.36 METERS (116.01 FT)
 EZ4520'SOUTHEAST FROM THE NORTHEAST CORNER OF THE BRASWELL DWELLING.
 EZ4520'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---BRASWELL NO 2
 EZ4520'1933---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 EZ4520'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 5.91 METERS
 EZ4520'(19.39 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF BRASWELL DWELLING,
 EZ4520'5.94 METERS (19.49 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF BRASWELL
 EZ4520'DWELLING, 1.83 METERS (6.00 FT) NORTHWEST FROM A 36-INCH TREE.
 EZ4520'REFERENCE MARK NO 3, IS A STANDARD CGS DISK STAMPED---BRASWELL NO 3
 EZ4520'1933---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 EZ4520'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EZ4520'7.16 METERS (23.49 FT) WEST FROM THE C/L OF SR, 10.64 METERS (34.91
 EZ4520'FT) NORTHEAST FROM THE NORTHEAST CORNER OF MR CHARLES BRASWELL BRICK
 EZ4520'HOME, 16.76 METERS (54.99 FT) SOUTHEAST FROM A 28-INCH PECAN TREE,
 EZ4520'16.86 METERS (55.31 FT) WEST FROM A TELEPHONE PEDISTAL NO 17. THE AZ
 EZ4520'MK IS A STANDARD NGS AZIMUTH DISK STAMPED--BRASWELL 1933 1985--, SET
 EZ4520'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN DIAMETER, FLUSH
 EZ4520'WITH GROUND.  THE STATION IS LOCATED 6.0 METERS (19.7 FT) SOUTHWEST
 EZ4520'FROM THE CENTERLINE OF SR 2319, 20.9 METERS (68.6 FT) SOUTHWEST FROM
 EZ4520'THE NORTHWEST CORNER OF MR GRAHAM BRASWELL DWELLING, 14.70 METERS
 EZ4520'(48.23 FT) SOUTH SOUTHWEST FROM THE SOUTHEAST END OF A CONCRETE PIPE
 EZ4520'CULVERT, 1.67 METERS (5.48 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF
 EZ4520'THE NORTH-MOST ONE OR 2 METAL BARNS, 22.65 METERS (74.31 FT) SOUTH
 EZ4520'SOUTHWEST FROM A POWERLINE POLE WITH A TRANSFORMER AND REFERENCE TAG.
 EZ4520
 EZ4520                          STATION RECOVERY (1985)
 EZ4520
 EZ4520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 EZ4520'RECOVERED AS DESCRIBED.
 EZ4520
 EZ4520                          STATION RECOVERY (1995)
 EZ4520
 EZ4520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ4520'RECOVERED AS DESCRIBED BY H.D. MCKINNEY IN 1985.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6091 ***********************************************************************
 EZ6091  DESIGNATION -  BRASWELL RM 2
 EZ6091  PID         -  EZ6091
 EZ6091  STATE/COUNTY-  NC/JOHNSTON
 EZ6091  USGS QUAD   -  PRINCETON (1974)
 EZ6091
 EZ6091                         *CURRENT SURVEY CONTROL
 EZ6091  ___________________________________________________________________
 EZ6091* NAD 83(2001)-  35 28 22.30097(N)    078 13 57.89352(W)     ADJUSTED  
 EZ6091* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 EZ6091  ___________________________________________________________________
 EZ6091  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EZ6091  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EZ6091  HORZ ORDER  -  THIRD
 EZ6091
 EZ6091.The horizontal coordinates were established by classical geodetic methods
 EZ6091.and adjusted by the National Geodetic Survey in August 2005.
 EZ6091
 EZ6091.The orthometric height was scaled from a topographic map.
 EZ6091
 EZ6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6091
 EZ6091.The geoid height was determined by GEOID03.
 EZ6091
 EZ6091;                    North         East     Units Scale Factor Converg.
 EZ6091;SPC NC       -   191,386.738   679,227.867   MT  0.99988001   +0 26 34.2
 EZ6091;SPC NC       -   627,907.99  2,228,433.43   sFT  0.99988001   +0 26 34.2
 EZ6091;UTM  17      - 3,929,003.982   751,087.164   MT  1.00037699   +1 36 24.2
 EZ6091
 EZ6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6091!SPC NC       -   0.99999777  x   0.99988001  =   0.99987778
 EZ6091!UTM  17      -   0.99999777  x   1.00037699  =   1.00037476
 EZ6091
 EZ6091                          SUPERSEDED SURVEY CONTROL
 EZ6091
 EZ6091  NAD 83(1986)-  35 28 22.30734(N)    078 13 57.90221(W) AD(       ) 4
 EZ6091
 EZ6091.Superseded values are not recommended for survey control.
 EZ6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6091.See file dsdata.txt to determine how the superseded data were derived.
 EZ6091
 EZ6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5108729004(NAD 83)
 EZ6091_MARKER: DR = REFERENCE MARK DISK
 EZ6091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6091_STAMPING: BRASWELL NO 2 1933
 EZ6091_MARK LOGO: CGS   
 EZ6091_PROJECTION: FLUSH
 EZ6091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6091+STABILITY: SURFACE MOTION
 EZ6091
 EZ6091  HISTORY     - Date     Condition        Report By
 EZ6091  HISTORY     - 1933     MONUMENTED       CGS
 EZ6091  HISTORY     - 19960818 GOOD             NCGS
 EZ6091
 EZ6091                          STATION DESCRIPTION
 EZ6091
 EZ6091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ6091'RECOVERED AS DESCRIBED. STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST
 EZ6091'OF SMITHFIELD. ALONG SR 2319 FOR 0.9 MI (1.4 KM) EAST THEN SOUTH FROM
 EZ6091'US 70, AT THE BRASWELL HOUSE. MARK IS FLUSH WITH GROUND. LOCATED 79.0
 EZ6091'FT (24.1 M) WEST OF THE CENTERLINE OF SR 2319, 19.4 FT (5.9 M)
 EZ6091'SOUTHEAST OF THE SOUTHWEST CORNER AND 19.5 FT (5.9 M) SOUTHWEST OF THE
 EZ6091'SOUTHEAST CORNER OF THE BRASWELL HOUSE, AND 6.0 FT (1.8 M) NORTHWEST
 EZ6091'OF A 36-INCH TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6092 ***********************************************************************
 EZ6092  DESIGNATION -  BRASWELL RM 3
 EZ6092  PID         -  EZ6092
 EZ6092  STATE/COUNTY-  NC/JOHNSTON
 EZ6092  USGS QUAD   -  PRINCETON (1974)
 EZ6092
 EZ6092                         *CURRENT SURVEY CONTROL
 EZ6092  ___________________________________________________________________
 EZ6092* NAD 83(2001)-  35 28 23.37388(N)    078 13 57.46004(W)     ADJUSTED  
 EZ6092* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 EZ6092  ___________________________________________________________________
 EZ6092  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EZ6092  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EZ6092  HORZ ORDER  -  THIRD
 EZ6092
 EZ6092.The horizontal coordinates were established by classical geodetic methods
 EZ6092.and adjusted by the National Geodetic Survey in August 2005.
 EZ6092
 EZ6092.The orthometric height was scaled from a topographic map.
 EZ6092
 EZ6092.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6092
 EZ6092.The geoid height was determined by GEOID03.
 EZ6092
 EZ6092;                    North         East     Units Scale Factor Converg.
 EZ6092;SPC NC       -   191,419.884   679,238.538   MT  0.99988003   +0 26 34.5
 EZ6092;SPC NC       -   628,016.74  2,228,468.44   sFT  0.99988003   +0 26 34.5
 EZ6092;UTM  17      - 3,929,037.354   751,097.165   MT  1.00037705   +1 36 24.5
 EZ6092
 EZ6092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6092!SPC NC       -   0.99999777  x   0.99988003  =   0.99987780
 EZ6092!UTM  17      -   0.99999777  x   1.00037705  =   1.00037482
 EZ6092
 EZ6092                          SUPERSEDED SURVEY CONTROL
 EZ6092
 EZ6092  NAD 83(1986)-  35 28 23.33878(N)    078 13 57.52730(W) AD(       ) 4
 EZ6092
 EZ6092.Superseded values are not recommended for survey control.
 EZ6092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6092.See file dsdata.txt to determine how the superseded data were derived.
 EZ6092
 EZ6092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5109729037(NAD 83)
 EZ6092_MARKER: DR = REFERENCE MARK DISK
 EZ6092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6092_STAMPING: BRASWELL NO 3 1933
 EZ6092_MARK LOGO: CGS   
 EZ6092_PROJECTION: FLUSH
 EZ6092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6092+STABILITY: SURFACE MOTION
 EZ6092
 EZ6092  HISTORY     - Date     Condition        Report By
 EZ6092  HISTORY     - 1933     MONUMENTED       CGS
 EZ6092  HISTORY     - 19960818 GOOD             NCGS
 EZ6092
 EZ6092                          STATION DESCRIPTION
 EZ6092
 EZ6092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ6092'RECOVERED AS DESCRIBED. STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST
 EZ6092'OF SMITHFIELD. ALONG SR 2319 FOR 0.9 MI (1.4 KM) EAST THEN SOUTH FROM
 EZ6092'US 70, AT THE BRASWELL HOUSE. MARK PROJECTS 4 INCHES ABOVE GROUND.
 EZ6092'LOCATED 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF SR 2319, 34.9 FT
 EZ6092'(10.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BRASWELL HOUSE, 55.0
 EZ6092'FT (16.8 M) SOUTHEAST OF A 28-INCH PECAN, AND 55.3 FT (16.9 M) WEST OF
 EZ6092'A TELEPHONE PEDESTAL (17).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2162 ***********************************************************************
 FA2162  DESIGNATION -  BRATTAIN
 FA2162  PID         -  FA2162
 FA2162  STATE/COUNTY-  NC/STANLY
 FA2162  USGS QUAD   -  LOCUST (1983)
 FA2162
 FA2162                         *CURRENT SURVEY CONTROL
 FA2162  ___________________________________________________________________
 FA2162* NAD 83(2001)-  35 15 53.30835(N)    080 23 16.09405(W)     ADJUSTED  
 FA2162* NAVD 88     -       201.3    (meters)     660.     (feet)  VERTCON   
 FA2162  ___________________________________________________________________
 FA2162  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FA2162  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA2162  HORZ ORDER  -  SECOND
 FA2162
 FA2162.The horizontal coordinates were established by classical geodetic methods
 FA2162.and adjusted by the National Geodetic Survey in August 2005.
 FA2162
 FA2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2162
 FA2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2162
 FA2162.The geoid height was determined by GEOID03.
 FA2162
 FA2162;                    North         East     Units Scale Factor Converg.
 FA2162;SPC NC       -   168,920.143   483,340.844   MT  0.99987262   -0 48 03.6
 FA2162;SPC NC       -   554,198.84  1,585,760.75   sFT  0.99987262   -0 48 03.6
 FA2162;UTM  17      - 3,902,581.653   555,683.693   MT  0.99963821   +0 21 12.5
 FA2162
 FA2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2162!SPC NC       -   0.99997315  x   0.99987262  =   0.99984578
 FA2162!UTM  17      -   0.99997315  x   0.99963821  =   0.99961137
 FA2162
 FA2162|---------------------------------------------------------------------|
 FA2162| PID    Reference Object                     Distance      Geod. Az  |
 FA2162|                                                           dddmmss.s |
 FA2162| FA2163 WDL 4                               197.273 METERS 25255     |
 FA2162| FA2164 LORA FAYE                           341.856 METERS 25411     |
 FA2162|---------------------------------------------------------------------|
 FA2162
 FA2162                          SUPERSEDED SURVEY CONTROL
 FA2162
 FA2162  NAD 83(1986)-  35 15 53.32111(N)    080 23 16.10242(W) AD(       ) 2
 FA2162  NAD 27      -  35 15 52.79915(N)    080 23 16.86946(W) AD(       ) 2
 FA2162  NGVD 29 (07/19/86)  201.6    (m)          661.     (f) VERT ANG    3  
 FA2162
 FA2162.Superseded values are not recommended for survey control.
 FA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2162.See file dsdata.txt to determine how the superseded data were derived.
 FA2162
 FA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5568402582(NAD 83)
 FA2162_MARKER: DE = TRAVERSE STATION DISK
 FA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2162_STAMPING: BRATTAIN 1974
 FA2162_MARK LOGO: NCGS  
 FA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2162+STABILITY: SURFACE MOTION
 FA2162
 FA2162  HISTORY     - Date     Condition        Report By
 FA2162  HISTORY     - 1974     MONUMENTED       NCGS
 FA2162  HISTORY     - 1986     GOOD             USPSQD
 FA2162  HISTORY     - 19940803 GOOD             USPSQD
 FA2162
 FA2162                          STATION DESCRIPTION
 FA2162
 FA2162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2162'BRATTAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2162'IN THE VICINITY OF LOCUST, NORTH CAROLINA.
 FA2162'
 FA2162'BRATTAIN IS LOCATED APPROXIMATELY 2.2 MILES EAST OF LOCUST, AND
 FA2162'12.2 MILES WSW OF ALBEMARLE.  TO REACH STATION FROM INTERSECTION
 FA2162'OF NC 205 AND SR 1227 WITH NC 24 - NC 27 IN RED CROSS, PROCEED WEST
 FA2162'ALONG NC 24 - NC 27 FOR 2.0 MILES TO STATION ON THE LEFT,
 FA2162'APPROXIMATELY 125 FEET WEST OF THE INTERSECTION WITH A DIRT
 FA2162'DRIVEWAY LEADING NORTH TO TWO MOBILE HOMES, AND 0.15 MILE WEST
 FA2162'OF THE INTERSECTION WITH SR 1297.  ABOUT 800 FEET NE OF
 FA2162'PROVIDENCE CHURCH.
 FA2162'
 FA2162'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2162'BRATTAIN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2162'WHICH IS FLUSH WITH THE GROUND.
 FA2162'
 FA2162'MARK IS 31.2 FT SSE OF C/L OF NC 24 - NC 27
 FA2162'
 FA2162'126.0 FT SW OF WEST END OF CONCRETE CULVERT UNDER DRIVEWAY TO
 FA2162'MOBILE HOMES
 FA2162'
 FA2162'14.2 FT E OF TP 991 WITH ALUMINUM REF. TAG
 FA2162'
 FA2162'16.4 FT SW OF TP 991-1/2 WITH ALUMINUM REF. TAG
 FA2162'
 FA2162'61.1 FT SSE OF PP 116 WITH TRANSFORMER WITH ALUMINUM REF. TAG
 FA2162'
 FA2162'83.8 FT SE OF 12 IN HICKORY WITH ALUMINUM REF. TAG
 FA2162
 FA2162                          STATION RECOVERY (1986)
 FA2162
 FA2162'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA2162'RECOVERED IN GOOD CONDITION.
 FA2162
 FA2162                          STATION RECOVERY (1994)
 FA2162
 FA2162'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3817 ***********************************************************************
 FB3817  DESIGNATION -  BRAVES
 FB3817  PID         -  FB3817
 FB3817  STATE/COUNTY-  NC/MITCHELL
 FB3817  USGS QUAD   -  SPRUCE PINE (1994)
 FB3817
 FB3817                         *CURRENT SURVEY CONTROL
 FB3817  ___________________________________________________________________
 FB3817* NAD 83(2001)-  35 57 23.57381(N)    082 06 18.96870(W)     ADJUSTED  
 FB3817* NAVD 88     -       817.1    (meters)    2681.     (feet)  VERTCON   
 FB3817  ___________________________________________________________________
 FB3817  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FB3817  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FB3817  HORZ ORDER  -  SECOND
 FB3817
 FB3817.The horizontal coordinates were established by classical geodetic methods
 FB3817.and adjusted by the National Geodetic Survey in August 2005.
 FB3817
 FB3817.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3817
 FB3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3817
 FB3817.The geoid height was determined by GEOID03.
 FB3817
 FB3817;                    North         East     Units Scale Factor Converg.
 FB3817;SPC NC       -   249,160.481   329,525.410   MT  0.99994813   -1 47 32.2
 FB3817;SPC NC       -   817,454.01  1,081,117.95   sFT  0.99994813   -1 47 32.2
 FB3817;UTM  17      - 3,979,693.566   400,328.171   MT  0.99972241   -0 38 56.5
 FB3817
 FB3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3817!SPC NC       -   0.99987658  x   0.99994813  =   0.99982471
 FB3817!UTM  17      -   0.99987658  x   0.99972241  =   0.99959902
 FB3817
 FB3817                          SUPERSEDED SURVEY CONTROL
 FB3817
 FB3817  NAD 83(1995)-  35 57 23.57397(N)    082 06 18.97043(W) AD(       ) 2
 FB3817  NAD 83(1986)-  35 57 23.58165(N)    082 06 18.97618(W) AD(       ) 2
 FB3817  NGVD 29 (02/22/93)  817.2    (m)         2681.     (f) VERT ANG    3  
 FB3817
 FB3817.Superseded values are not recommended for survey control.
 FB3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3817.See file dsdata.txt to determine how the superseded data were derived.
 FB3817
 FB3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0032879694(NAD 83)
 FB3817_MARKER: DE = TRAVERSE STATION DISK
 FB3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3817_SP_SET: CONCRETE POST
 FB3817_STAMPING: BRAVES 1982
 FB3817_MARK LOGO: NCGS  
 FB3817_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3817+STABILITY: SURFACE MOTION
 FB3817
 FB3817  HISTORY     - Date     Condition        Report By
 FB3817  HISTORY     - 1982     MONUMENTED       NCGS
 FB3817
 FB3817                          STATION DESCRIPTION
 FB3817
 FB3817'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3817'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTHEAST OF LEDGER AND
 FB3817'5.5 KM (3.4 MI) NORTHWEST OF SPRUCE PINE.
 FB3817'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND US 19 EAST
 FB3817'BUSINESS (IN SPRUCE PINE), PROCEED NORTHWEST ALONG NC 226 FOR 6.7 KM
 FB3817'(4.15 MI) TO THE STATION ON THE RIGHT ON A CUT ABOUT 45 FT SOUTH OF A
 FB3817'CREST AND 30 FT ABOVE THE ROAD, OR 0.1 KM (0.05 MI) SOUTH OF SR 1197.
 FB3817'THE STATION IS A STANDARD NCGS DISK STAMPED---BRAVES 1982---, SET INTO
 FB3817'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 15
 FB3817'CM ABOVE GROUND.  LOCATED APRROXIMATELY 75 FT EAST OF THE CENTERLINE
 FB3817'OF NC 226, 2.4 METERS (8.0 FT) EAST OF THE CENTERLINE OF A DIRT
 FB3817'ROAD--AND 5.5 METERS (18.0 FT) NORTH OF A 12-INCH OAK, 5.1 METERS
 FB3817'(16.8 FT) WEST-NORTHWEST OF A 12-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1912 ***********************************************************************
 EY1912  DESIGNATION -  BRAVO
 EY1912  PID         -  EY1912
 EY1912  STATE/COUNTY-  NC/MARTIN
 EY1912  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY1912
 EY1912                         *CURRENT SURVEY CONTROL
 EY1912  ___________________________________________________________________
 EY1912* NAD 83(2001)-  35 49 26.40788(N)    077 15 54.80883(W)     ADJUSTED  
 EY1912* NAVD 88     -        18.919  (meters)      62.07   (feet)  ADJUSTED  
 EY1912  ___________________________________________________________________
 EY1912  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EY1912  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 EY1912  DYNAMIC HT  -          18.903 (meters)      62.02  (feet)  COMP
 EY1912  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 EY1912
 EY1912  HORZ ORDER  -  SECOND
 EY1912  VERT ORDER  -  SECOND    CLASS II
 EY1912
 EY1912.The horizontal coordinates were established by classical geodetic methods
 EY1912.and adjusted by the National Geodetic Survey in August 2005.
 EY1912
 EY1912.The orthometric height was determined by differential leveling
 EY1912.and adjusted in June 1991.
 EY1912
 EY1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1912
 EY1912.The geoid height was determined by GEOID03.
 EY1912
 EY1912.The dynamic height is computed by dividing the NAVD 88
 EY1912.geopotential number by the normal gravity value computed on the
 EY1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1912.degrees latitude (g = 980.6199 gals.).
 EY1912
 EY1912.The modeled gravity was interpolated from observed gravity values.
 EY1912
 EY1912;                    North         East     Units Scale Factor Converg.
 EY1912;SPC NC       -   231,443.223   766,341.615   MT  0.99992236   +1 00 04.5
 EY1912;SPC NC       -   759,326.64  2,514,239.12   sFT  0.99992236   +1 00 04.5
 EY1912;UTM  18      - 3,966,796.297   295,371.090   MT  1.00011600   -1 19 34.6
 EY1912
 EY1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1912!SPC NC       -   1.00000262  x   0.99992236  =   0.99992498
 EY1912!UTM  18      -   1.00000262  x   1.00011600  =   1.00011862
 EY1912
 EY1912                          SUPERSEDED SURVEY CONTROL
 EY1912
 EY1912  NAD 83(1986)-  35 49 26.42304(N)    077 15 54.82181(W) AD(       ) 2
 EY1912  NGVD 29 (01/18/91)   19.27   (m)           63.2    (f) LEVELING    3  
 EY1912
 EY1912.Superseded values are not recommended for survey control.
 EY1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1912.See file dsdata.txt to determine how the superseded data were derived.
 EY1912
 EY1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9537166796(NAD 83)
 EY1912_MARKER: DE = TRAVERSE STATION DISK
 EY1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1912_SP_SET: CONCRETE POST
 EY1912_STAMPING: BRAVO 1980
 EY1912_MARK LOGO: NCGS  
 EY1912_PROJECTION: RECESSED 13 CENTIMETERS
 EY1912_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1912+STABILITY: SURFACE MOTION
 EY1912
 EY1912  HISTORY     - Date     Condition        Report By
 EY1912  HISTORY     - 1980     MONUMENTED       NCGS
 EY1912  HISTORY     - 1980     GOOD             NCGS
 EY1912  HISTORY     - 19940825 MARK NOT FOUND   USPSQD
 EY1912
 EY1912                          STATION DESCRIPTION
 EY1912
 EY1912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1912'THE STATION IS LOCATED IN ROBERSONVILLE.
 EY1912'
 EY1912'TO REACH THE STATION FROM THE INTERSECTION OF US 64-US 13 WITH NC 903
 EY1912'IN ROBERSONVILLE, PROCEED WEST ALONG US 64-US 13 FOR 0.65 MILE TO A
 EY1912'STATION IN THE LEFT SHOULDER BETWEEN A WHITE FRAME AND A WHITE BLOCK
 EY1912'BUILDING AND 0.1 MILE WEST OF THE JUNIOR HIGH SCHOOL.
 EY1912'
 EY1912'STATION MARK IS A STANDARD DISK STAMPED---BRAVO 1980---, SET IN THE
 EY1912'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND
 EY1912'SURFACE.  THE MARK IS 17.2 FEET SOUTH OF THE CENTERLINE OF THE
 EY1912'HIGHWAY, 15.2 FEET NORTHEAST OF THE EAST END OF A CULVERT, 14.4 FEET
 EY1912'NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG, 64.0 FEET NORTHWEST
 EY1912'OF THE NORTHWEST CORNER OF A FRAME BUILDING AND 116.6 FEET
 EY1912'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FRAME BUILDING AND
 EY1912'116.6 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK BUILDING.
 EY1912
 EY1912                          STATION RECOVERY (1980)
 EY1912
 EY1912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1912'IN ROBERSONVILLE.
 EY1912'0.65 MILE WEST ALONG U.S. 13 - U.S. 64 FROM THE INTERSECTION WITH
 EY1912'N.C. 903 IN ROBERSONVILLE, IN SHOULDER OF HIGHWAY BETWEEN A WHITE
 EY1912'FRAME BUILDING AND A WHITE BLOCK BUILDING, 0.1 MILE WEST OF THE
 EY1912'JUNIOR HIGH SCHOOL, 17.2 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 EY1912'15.2 FEET NORTHEAST OF EAST END OF CULVERT, 14.4 FEET NORTHEAST OF
 EY1912'TELEPHONE POLE WITH REFERENCE TAG, 64.0 FEET NORTHWEST OF NORTHWEST
 EY1912'CORNER OF FRAME BUILDING AND 116.6 FEET EAST-NORTHEAST OF NORTHEAST
 EY1912'CORNER OF BLOCK BUILDING.
 EY1912'THE MARK IS 0.5 FT BELOW HIGHWAY.
 EY1912
 EY1912                          STATION RECOVERY (1994)
 EY1912
 EY1912'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3886 ***********************************************************************
 EZ3886  DESIGNATION -  BRAXTON
 EZ3886  PID         -  EZ3886
 EZ3886  STATE/COUNTY-  NC/RANDOLPH
 EZ3886  USGS QUAD   -  RAMSEUR (1980)
 EZ3886
 EZ3886                         *CURRENT SURVEY CONTROL
 EZ3886  ___________________________________________________________________
 EZ3886* NAD 83(2001)-  35 39 13.71364(N)    079 40 00.36696(W)     ADJUSTED  
 EZ3886* NAVD 88     -       189.4    (meters)     621.     (feet)  VERTCON   
 EZ3886  ___________________________________________________________________
 EZ3886  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EZ3886  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3886  HORZ ORDER  -  SECOND
 EZ3886
 EZ3886.The horizontal coordinates were established by classical geodetic methods
 EZ3886.and adjusted by the National Geodetic Survey in August 2005.
 EZ3886
 EZ3886.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3886
 EZ3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3886
 EZ3886.The geoid height was determined by GEOID03.
 EZ3886
 EZ3886;                    North         East     Units Scale Factor Converg.
 EZ3886;SPC NC       -   211,394.514   549,227.917   MT  0.99989714   -0 23 05.4
 EZ3886;SPC NC       -   693,550.17  1,801,925.26   sFT  0.99989714   -0 23 05.4
 EZ3886;UTM  17      - 3,946,370.507   620,687.473   MT  0.99977949   +0 46 38.0
 EZ3886
 EZ3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3886!SPC NC       -   0.99997505  x   0.99989714  =   0.99987220
 EZ3886!UTM  17      -   0.99997505  x   0.99977949  =   0.99975455
 EZ3886
 EZ3886:                Primary Azimuth Mark                     Grid Az
 EZ3886:SPC NC       -  CHINA                                    056 37 37.2
 EZ3886:UTM  17      -  CHINA                                    055 27 53.8
 EZ3886
 EZ3886|---------------------------------------------------------------------|
 EZ3886| PID    Reference Object                     Distance      Geod. Az  |
 EZ3886|                                                           dddmmss.s |
 EZ3886| EZ3884 CHINA                               APPROX. 1.6 KM 0561431.8 |
 EZ3886|---------------------------------------------------------------------|
 EZ3886
 EZ3886                          SUPERSEDED SURVEY CONTROL
 EZ3886
 EZ3886  NAD 83(1986)-  35 39 13.71883(N)    079 40 00.37576(W) AD(       ) 2
 EZ3886  NAD 27      -  35 39 13.22634(N)    079 40 01.27929(W) AD(       ) 2
 EZ3886  NGVD 29 (07/19/86)  189.6    (m)          622.     (f) VERT ANG    3  
 EZ3886
 EZ3886.Superseded values are not recommended for survey control.
 EZ3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3886.See file dsdata.txt to determine how the superseded data were derived.
 EZ3886
 EZ3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2068746371(NAD 83)
 EZ3886_MARKER: DE = TRAVERSE STATION DISK
 EZ3886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3886_STAMPING: BRAXTON 1975
 EZ3886_MARK LOGO: NCGS  
 EZ3886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3886+STABILITY: SURFACE MOTION
 EZ3886
 EZ3886  HISTORY     - Date     Condition        Report By
 EZ3886  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3886
 EZ3886                          STATION DESCRIPTION
 EZ3886
 EZ3886'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3886'BRAXTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3886'IN THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3886'
 EZ3886'BRAXTON IS LOCATED APPROXIMATELY 3.0 MILES WEST OF COLERIDGE, AND
 EZ3886'5.8 MILES SOUTH OF RAMSEUR.  TO REACH STATION FROM INTERSECTION
 EZ3886'OF NC 42 WITH SR 2911, AND SR 2611 CROSSROADS IN GRANTVILLE
 EZ3886'COMMUNITY, PROCEED SE ALONG NC 42 FOR 1.75 MILES TO T INTERSECTION
 EZ3886'WITH SR 2656 NE, THENCE NE ALONG SR 2656 FOR 1.2 MILES TO STATION
 EZ3886'ON RIGHT, IN NW EDGE OF YARD OF BRAXTON AND BYRD RESIDENCE, AND
 EZ3886'0.3 MILE SW OF INTERSECTION WITH SR 1003 CROSSROADS.
 EZ3886'
 EZ3886'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3886'BRAXTON 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3886'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3886'
 EZ3886'MARK IS 37.2 FT SSE OF C/L OF SR 2656
 EZ3886'
 EZ3886'101.2 FT ENE OF C/L OF DRIVEWAY TO RESIDENCE
 EZ3886'
 EZ3886'61.3 FT N OF NORTH END OF PORCH
 EZ3886'
 EZ3886'17.3 FT NNW OF PP 9G-16 WITH TRANSFORMER
 EZ3886'
 EZ3886'39.6 FT N OF 26 IN PECAN WITH ALUMINUM REF. TAG
 EZ3886'
 EZ3886'85.9 FT NE OF 38 IN OAK WITH ALUMINUM REF. TAG
 EZ3886'
 EZ3886'122.0 FT NNE OF 44 IN OAK WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3876 ***********************************************************************
 EZ3876  DESIGNATION -  BRAY
 EZ3876  PID         -  EZ3876
 EZ3876  STATE/COUNTY-  NC/RANDOLPH
 EZ3876  USGS QUAD   -  RAMSEUR (1980)
 EZ3876
 EZ3876                         *CURRENT SURVEY CONTROL
 EZ3876  ___________________________________________________________________
 EZ3876* NAD 83(2001)-  35 42 56.10012(N)    079 37 50.00851(W)     ADJUSTED  
 EZ3876* NAVD 88     -       167.1    (meters)     548.     (feet)  VERTCON   
 EZ3876  ___________________________________________________________________
 EZ3876  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EZ3876  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 EZ3876  HORZ ORDER  -  SECOND
 EZ3876
 EZ3876.The horizontal coordinates were established by classical geodetic methods
 EZ3876.and adjusted by the National Geodetic Survey in August 2005.
 EZ3876
 EZ3876.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3876
 EZ3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3876
 EZ3876.The geoid height was determined by GEOID03.
 EZ3876
 EZ3876;                    North         East     Units Scale Factor Converg.
 EZ3876;SPC NC       -   218,226.297   552,550.139   MT  0.99990527   -0 21 50.2
 EZ3876;SPC NC       -   715,964.11  1,812,824.91   sFT  0.99990527   -0 21 50.2
 EZ3876;UTM  17      - 3,953,267.494   623,870.005   MT  0.99978908   +0 47 58.3
 EZ3876
 EZ3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3876!SPC NC       -   0.99997854  x   0.99990527  =   0.99988381
 EZ3876!UTM  17      -   0.99997854  x   0.99978908  =   0.99976763
 EZ3876
 EZ3876|---------------------------------------------------------------------|
 EZ3876| PID    Reference Object                     Distance      Geod. Az  |
 EZ3876|                                                           dddmmss.s |
 EZ3876| EZ3872 BOBBY                               310.756 METERS 15243     |
 EZ3876| EZ3877 RA 24                                30.052 METERS 28153     |
 EZ3876| EZ3882 RA 23                               APPROX. 1.5 KM 3113303.8 |
 EZ3876|---------------------------------------------------------------------|
 EZ3876
 EZ3876                          SUPERSEDED SURVEY CONTROL
 EZ3876
 EZ3876  NAD 83(1986)-  35 42 56.10505(N)    079 37 50.01675(W) AD(       ) 2
 EZ3876  NAD 27      -  35 42 55.61596(N)    079 37 50.92455(W) AD(       ) 2
 EZ3876  NGVD 29 (07/19/86)  167.3    (m)          549.     (f) VERT ANG    3  
 EZ3876
 EZ3876.Superseded values are not recommended for survey control.
 EZ3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3876.See file dsdata.txt to determine how the superseded data were derived.
 EZ3876
 EZ3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2387053267(NAD 83)
 EZ3876_MARKER: DE = TRAVERSE STATION DISK
 EZ3876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3876_STAMPING: BRAY 1975
 EZ3876_MARK LOGO: NCGS  
 EZ3876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3876+STABILITY: SURFACE MOTION
 EZ3876
 EZ3876  HISTORY     - Date     Condition        Report By
 EZ3876  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3876
 EZ3876                          STATION DESCRIPTION
 EZ3876
 EZ3876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3876'BRAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3876'THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ3876'
 EZ3876'BRAY IS LOCATED APPROXIMATELY 2.0 MILES SE OF RAMSEUR, AND 5.3
 EZ3876'MILES NORTH OF COLERIDGE.  TO REACH STATION FROM INTERSECTION OF
 EZ3876'U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SOUTHERLY ALONG NC 22
 EZ3876'FOR 2.2 MILES TO STATION ON LEFT, IN SW EDGE OF BRAY RESIDENCE
 EZ3876'YARD BETWEEN CIRCULAR DRIVEWAY LEADING BEHIND RESIDENCE, AND 0.1
 EZ3876'MILE NORTH OF INTERSECTION OF SR 2642 WITH NC 22.
 EZ3876'
 EZ3876'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3876'BRAY 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ3876'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ3876'
 EZ3876'MARK IS 26.7 FT NE OF C/L OF NC 22
 EZ3876'
 EZ3876'9.7 FT NNW OF C/L OF SOUTHERNMOST DRIVEWAY TO RESIDENCE
 EZ3876'
 EZ3876'102.2 FT SSE OF C/L OF NORTHERNMOST DRIVEWAY TO RESIDENCE
 EZ3876'
 EZ3876'39.7 FT WNW OF PP 970-1 WITH ALUMINUM REF. TAG
 EZ3876'
 EZ3876'40.9 FT SSW OF 12 IN MAPLE WITH ALUMINUM REF. TAG
 EZ3876'
 EZ3876'100.0 FT ESE OF TP WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4459 ***********************************************************************
 FX4459  DESIGNATION -  BRAY
 FX4459  PID         -  FX4459
 FX4459  STATE/COUNTY-  NC/CAMDEN
 FX4459  USGS QUAD   -  ELIZABETH CITY (1982)
 FX4459
 FX4459                         *CURRENT SURVEY CONTROL
 FX4459  ___________________________________________________________________
 FX4459* NAD 83(2001)-  36 21 19.77681(N)    076 08 06.40657(W)     ADJUSTED  
 FX4459* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 FX4459  ___________________________________________________________________
 FX4459  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 FX4459  GEOID HEIGHT-         -37.80  (meters)                     GEOID03
 FX4459  HORZ ORDER  -  SECOND
 FX4459
 FX4459.The horizontal coordinates were established by classical geodetic methods
 FX4459.and adjusted by the National Geodetic Survey in August 2005.
 FX4459
 FX4459.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4459
 FX4459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4459
 FX4459.The geoid height was determined by GEOID03.
 FX4459
 FX4459;                    North         East     Units Scale Factor Converg.
 FX4459;SPC NC       -   292,757.772   866,724.985   MT  1.00005818   +1 39 12.7
 FX4459;SPC NC       -   960,489.46  2,843,580.22   sFT  1.00005818   +1 39 12.7
 FX4459;UTM  18      - 4,023,977.147   398,154.094   MT  0.99972780   -0 40 22.6
 FX4459
 FX4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4459!SPC NC       -   1.00000554  x   1.00005818  =   1.00006372
 FX4459!UTM  18      -   1.00000554  x   0.99972780  =   0.99973334
 FX4459
 FX4459                          SUPERSEDED SURVEY CONTROL
 FX4459
 FX4459  NAD 83(1993)-  36 21 19.78660(N)    076 08 06.41845(W) AD(       ) 2
 FX4459  NAD 83(1986)-  36 21 19.79343(N)    076 08 06.43693(W) AD(       ) 2
 FX4459  NGVD 29 (11/01/90)    2.8    (m)            9.     (f) VERT ANG    3  
 FX4459
 FX4459.Superseded values are not recommended for survey control.
 FX4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4459.See file dsdata.txt to determine how the superseded data were derived.
 FX4459
 FX4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9815423977(NAD 83)
 FX4459_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4459_STAMPING: BRAY 1978
 FX4459_MARK LOGO: NCGS  
 FX4459_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4459+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 FX4459
 FX4459  HISTORY     - Date     Condition        Report By
 FX4459  HISTORY     - 1978     MONUMENTED       NCGS
 FX4459  HISTORY     - 19941108 GOOD             NCGS
 FX4459  HISTORY     - 20011204 GOOD             NCGS
 FX4459
 FX4459                          STATION DESCRIPTION
 FX4459
 FX4459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4459'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTHEAST OF BELLCROSS.
 FX4459'
 FX4459'TO REACH THE STATION FROM THE INTERSECTION OF IS 158 WITH NC 343 AT
 FX4459'CAMDEN, PROCEED NORTHEAST ALONG US 158 FOR 3.0 MILES TO SR 1204 ON
 FX4459'LEFT AND STATION ON RIGHT IN SHOULDER AND 1.0 MILE EAST OF JUNCTION
 FX4459'WITH NC 34.
 FX4459'
 FX4459'STATION MARK IS A STANDARD DISK STAMPED---BRAY 1978---SET IN TOP OF A
 FX4459'10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4459'15.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF US 158, 8.9 FEET WEST
 FX4459'SOUTHWEST OF CENTERLINE OF WEST FARM DRIVEWAY, 13.0 FEET NORTH
 FX4459'NORTHEAST OF NORTH END OF WEST HEADWALL OF WEST FARM DRIVEWAY, 44.3
 FX4459'FEET WEST-NORTHWEST OF TELEPHONE POLE 36 WITH REFERENCE TAG AND 71.2
 FX4459'FEET EAST-NORTHEAST OF REFLECTOR SIGN POST WITH REFERENCE TAG.
 FX4459'
 FX4459'V 166 IS A STANDARD CGS BENCH MARK DISK STAMPED---V 166 1963---LOCATED
 FX4459'0.3 MILE WEST OF STATION AND 0.7 MILE EAST ALONG US 158 FROM THE
 FX4459'JUNCTION WITH NC 34 IN BELCROSS, SET IN TOP OF THE EAST END OF THE
 FX4459'SOUTH HEADWALL OF A 4 BY 4 FOOT BOX CULVERT UNDER THE HIGHWAY, 17 FEET
 FX4459'SOUTH OF THE CENTERLINE OF US 158 AND 1 FOOT WEST OF THE EAST END OF
 FX4459'THE SOUTH HEADWALL.
 FX4459
 FX4459                          STATION RECOVERY (1994)
 FX4459
 FX4459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4459'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX4459
 FX4459                          STATION RECOVERY (2001)
 FX4459
 FX4459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX4459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2735 ***********************************************************************
 FA2735  DESIGNATION -  BREAK
 FA2735  PID         -  FA2735
 FA2735  STATE/COUNTY-  NC/IREDELL
 FA2735  USGS QUAD   -  SHEPHERDS (1969)
 FA2735
 FA2735                         *CURRENT SURVEY CONTROL
 FA2735  ___________________________________________________________________
 FA2735* NAD 83(2001)-  35 38 57.51002(N)    080 51 53.70412(W)     ADJUSTED  
 FA2735* NAVD 88     -       255.6    (meters)     839.     (feet)  VERTCON   
 FA2735  ___________________________________________________________________
 FA2735  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA2735  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 FA2735  HORZ ORDER  -  SECOND
 FA2735
 FA2735.The horizontal coordinates were established by classical geodetic methods
 FA2735.and adjusted by the National Geodetic Survey in August 2005.
 FA2735
 FA2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2735
 FA2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2735
 FA2735.The geoid height was determined by GEOID03.
 FA2735
 FA2735;                    North         East     Units Scale Factor Converg.
 FA2735;SPC NC       -   212,278.601   440,739.448   MT  0.99989659   -1 04 35.0
 FA2735;SPC NC       -   696,450.71  1,445,992.67   sFT  0.99989659   -1 04 35.0
 FA2735;UTM  17      - 3,945,061.161   512,228.314   MT  0.99960184   +0 04 43.4
 FA2735
 FA2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2735!SPC NC       -   0.99996484  x   0.99989659  =   0.99986144
 FA2735!UTM  17      -   0.99996484  x   0.99960184  =   0.99956670
 FA2735
 FA2735:                Primary Azimuth Mark                     Grid Az
 FA2735:SPC NC       -  HORSE                                    027 17 45.8
 FA2735:UTM  17      -  HORSE                                    026 08 27.4
 FA2735
 FA2735|---------------------------------------------------------------------|
 FA2735| PID    Reference Object                     Distance      Geod. Az  |
 FA2735|                                                           dddmmss.s |
 FA2735| FA2732 HORSE                               APPROX. 0.8 KM 0261310.8 |
 FA2735|---------------------------------------------------------------------|
 FA2735
 FA2735                          SUPERSEDED SURVEY CONTROL
 FA2735
 FA2735  NAD 83(1986)-  35 38 57.52212(N)    080 51 53.70979(W) AD(       ) 2
 FA2735  NAD 27      -  35 38 57.03536(N)    080 51 54.45920(W) AD(       ) 2
 FA2735  NGVD 29 (07/19/86)  255.8    (m)          839.     (f) VERT ANG    3  
 FA2735
 FA2735.Superseded values are not recommended for survey control.
 FA2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2735.See file dsdata.txt to determine how the superseded data were derived.
 FA2735
 FA2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1222845061(NAD 83)
 FA2735_MARKER: DE = TRAVERSE STATION DISK
 FA2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2735_STAMPING: BREAK 1974
 FA2735_MARK LOGO: NCGS  
 FA2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2735+STABILITY: SURFACE MOTION
 FA2735
 FA2735  HISTORY     - Date     Condition        Report By
 FA2735  HISTORY     - 1974     MONUMENTED       NCGS
 FA2735  HISTORY     - 19970315 GOOD             USPSQD
 FA2735
 FA2735                          STATION DESCRIPTION
 FA2735
 FA2735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2735'BREAK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2735'VICINITY OF TROUTMAN, NORTH CAROLINA.
 FA2735'
 FA2735'BREAK IS LOCATED APPROXIMATELY 4.0 MILES SSE OF TROUTMAN, AND 5.5
 FA2735'MILES NE OF MOORESVILLE.  TO REACH STATION FROM THE I-77 OVERPASS
 FA2735'OF U.S. 21 AND NC 115 SE OF TROUTMAN, PROCEED SOUTH ALONG I-77 FOR
 FA2735'1.8 MILES TO STATION ON RIGHT, 0.65 MILE NORTH OF SR 1311 OVERPASS
 FA2735'AND 0.85 MILE SOUTH OF SR 1312 OVERPASS.
 FA2735'
 FA2735'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BREAK
 FA2735'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2735'PROJECTING 1 INCH ABOVE THE GROUND.
 FA2735'
 FA2735'MARK IS 92.8 FT WNW OF C/L OF I-77 SOUTH.
 FA2735'
 FA2735'41.0 FT E OF POST ON WIRE R/W FENCE WITH ALUMINUM REF. TAG.
 FA2735'
 FA2735'113.0 FT NNE OF BRACE POST ON R/W FENCE WITH ALUMINUM REF. TAG.
 FA2735'
 FA2735'112.8 FT NNW OF NORTH END OF GUARD RAIL ON WEST SIDE OF I-77 SOUTH
 FA2735'BOUND LANE.
 FA2735
 FA2735                          STATION RECOVERY (1997)
 FA2735
 FA2735'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2686 ***********************************************************************
 EZ2686  DESIGNATION -  BREAZEALE
 EZ2686  PID         -  EZ2686
 EZ2686  STATE/COUNTY-  NC/WAYNE
 EZ2686  USGS QUAD   -  MOUNT OLIVE (1977)
 EZ2686
 EZ2686                         *CURRENT SURVEY CONTROL
 EZ2686  ___________________________________________________________________
 EZ2686* NAD 83(2001)-  35 10 41.03127(N)    078 05 00.11956(W)     ADJUSTED  
 EZ2686* NAVD 88     -        49.016  (meters)     160.81   (feet)  ADJUSTED  
 EZ2686  ___________________________________________________________________
 EZ2686  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 EZ2686  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EZ2686  DYNAMIC HT  -          48.972 (meters)     160.67  (feet)  COMP
 EZ2686  MODELED GRAV-     979,723.2   (mgal)                       NAVD 88
 EZ2686
 EZ2686  HORZ ORDER  -  SECOND
 EZ2686  VERT ORDER  -  SECOND    CLASS II
 EZ2686
 EZ2686.The horizontal coordinates were established by classical geodetic methods
 EZ2686.and adjusted by the National Geodetic Survey in August 2005.
 EZ2686
 EZ2686.The orthometric height was determined by differential leveling
 EZ2686.and adjusted in June 1991.
 EZ2686
 EZ2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2686
 EZ2686.The geoid height was determined by GEOID03.
 EZ2686
 EZ2686.The dynamic height is computed by dividing the NAVD 88
 EZ2686.geopotential number by the normal gravity value computed on the
 EZ2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2686.degrees latitude (g = 980.6199 gals.).
 EZ2686
 EZ2686.The modeled gravity was interpolated from observed gravity values.
 EZ2686
 EZ2686;                    North         East     Units Scale Factor Converg.
 EZ2686;SPC NC       -   158,800.485   693,085.578   MT  0.99987341   +0 31 44.6
 EZ2686;SPC NC       -   520,997.92  2,273,898.27   sFT  0.99987341   +0 31 44.6
 EZ2686;UTM  17      - 3,896,686.775   765,608.659   MT  1.00046953   +1 40 52.7
 EZ2686
 EZ2686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2686!SPC NC       -   0.99999781  x   0.99987341  =   0.99987122
 EZ2686!UTM  17      -   0.99999781  x   1.00046953  =   1.00046734
 EZ2686
 EZ2686                          SUPERSEDED SURVEY CONTROL
 EZ2686
 EZ2686  NAD 83(1986)-  35 10 41.04195(N)    078 05 00.12787(W) AD(       ) 2
 EZ2686  NGVD 29 (11/28/90)   49.31   (m)          161.8    (f) LEVELING    3  
 EZ2686
 EZ2686.Superseded values are not recommended for survey control.
 EZ2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2686.See file dsdata.txt to determine how the superseded data were derived.
 EZ2686
 EZ2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6560996687(NAD 83)
 EZ2686_MARKER: DE = TRAVERSE STATION DISK
 EZ2686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2686_SP_SET: CONCRETE POST
 EZ2686_STAMPING: BREAZEALE 1981
 EZ2686_MARK LOGO: NCGS  
 EZ2686_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2686+STABILITY: SURFACE MOTION
 EZ2686
 EZ2686  HISTORY     - Date     Condition        Report By
 EZ2686  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2686  HISTORY     - 1981     GOOD             NCGS
 EZ2686
 EZ2686                          STATION DESCRIPTION
 EZ2686
 EZ2686'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2686'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF MOUNT
 EZ2686'OLIVE AND 2.1 MILES NORTHEAST OF CALYPSO.
 EZ2686'
 EZ2686'TO REACH THE STATION FROM THE INTERSECTION OF US 117 BUSINESS OR
 EZ2686'BREAZEALE AVENUE AND SR 1306 (COUNTY ROAD) IN SOUTHWEST MOUNT
 EZ2686'OLIVE, PROCEED SOUTHWEST ALONG US 117 BUSINESS FOR 0.6 MILE TO
 EZ2686'STATION ON LEFT, NEAR CULVERT UNDER HIGHWAY AND 0.15 MILE NORTH
 EZ2686'OF DUPLIN-WAYNE COUNTY LINE.
 EZ2686'
 EZ2686'STATION MARK IS A STANDARD DISK STAMPED---BREAZEALE 1981---SET IN
 EZ2686'TOP OF A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.
 EZ2686'MARK IS 24.9 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 65.8 FEET
 EZ2686'NORTHWEST OF NORTHWEST RAIL OF RAILROAD, 5.4 FEET SOUTH-SOUTHWEST
 EZ2686'OF SOUTH END OF HEADWALL, 16.1 FEET SOUTHWEST OF TELEPHONE POLE
 EZ2686'1435 WITH REFERENCE TAG AND 122.3 FEET NORTHEAST OF TELEPHONE
 EZ2686'POLE WITH REFERENCE TAG.
 EZ2686
 EZ2686                          STATION RECOVERY (1981)
 EZ2686
 EZ2686'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2686'1.6 MI SW FROM MOUNT OLIVE.
 EZ2686'FROM THE INTERSECTION OF U.S. 117 (BREAZEALE AVENUE) AND SR 1306
 EZ2686'(COUNTY ROAD) IN SOUTHWEST MOUNT OLIVE, PROCEED SOUTHWEST ALONG
 EZ2686'U.S. 117 BUSINESS FOR 0.6 MILE TO STATION ON LEFT, NEAR CULVERT UNDER
 EZ2686'HIGHWAY AND 0.15 MILE NORTH OF DUPLIN-WAYNE COUNTY LINE, 24.9 FEET
 EZ2686'SOUTHEAST OF CENTERLINE OF HIGHWAY, 65.8 FEET NORTHWEST OF NORTHWEST
 EZ2686'RAIL OF RAILROAD, 5.4 FEET SOUTH-SOUTHWEST OF SOUTH END OF HEADWALL,
 EZ2686'16.1 FEET SOUTHWEST OF TELEPHONE POLE 1435 WITH REFERENCE TAG AND
 EZ2686'122.3 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2188 ***********************************************************************
 FX2188  DESIGNATION -  BREECHES
 FX2188  PID         -  FX2188
 FX2188  STATE/COUNTY-  NC/HALIFAX
 FX2188  USGS QUAD   -  RINGWOOD (1963)
 FX2188
 FX2188                         *CURRENT SURVEY CONTROL
 FX2188  ___________________________________________________________________
 FX2188* NAD 83(2001)-  36 11 36.18734(N)    077 45 41.20653(W)     ADJUSTED  
 FX2188* NAVD 88     -        42.855  (meters)     140.60   (feet)  ADJUSTED  
 FX2188  ___________________________________________________________________
 FX2188  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FX2188  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 FX2188  DYNAMIC HT  -          42.819 (meters)     140.48  (feet)  COMP
 FX2188  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 FX2188
 FX2188  HORZ ORDER  -  SECOND
 FX2188  VERT ORDER  -  SECOND    CLASS I
 FX2188
 FX2188.The horizontal coordinates were established by classical geodetic methods
 FX2188.and adjusted by the National Geodetic Survey in August 2005.
 FX2188
 FX2188.The orthometric height was determined by differential leveling
 FX2188.and adjusted in June 1991.
 FX2188
 FX2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2188
 FX2188.The geoid height was determined by GEOID03.
 FX2188
 FX2188.The dynamic height is computed by dividing the NAVD 88
 FX2188.geopotential number by the normal gravity value computed on the
 FX2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2188.degrees latitude (g = 980.6199 gals.).
 FX2188
 FX2188.The modeled gravity was interpolated from observed gravity values.
 FX2188
 FX2188;                    North         East     Units Scale Factor Converg.
 FX2188;SPC NC       -   271,753.454   720,998.464   MT  1.00000757   +0 42 53.5
 FX2188;SPC NC       -   891,577.79  2,365,475.79   sFT  1.00000757   +0 42 53.5
 FX2188;UTM  18      - 4,008,933.070   251,697.134   MT  1.00035973   -1 37 53.4
 FX2188
 FX2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2188!SPC NC       -   0.99999870  x   1.00000757  =   1.00000627
 FX2188!UTM  18      -   0.99999870  x   1.00035973  =   1.00035843
 FX2188
 FX2188:                Primary Azimuth Mark                     Grid Az
 FX2188:SPC NC       -  GLENVIEW                                 195 49 52.1
 FX2188:UTM  18      -  GLENVIEW                                 198 10 39.0
 FX2188
 FX2188|---------------------------------------------------------------------|
 FX2188| PID    Reference Object                     Distance      Geod. Az  |
 FX2188|                                                           dddmmss.s |
 FX2188| FX2187 GLENVIEW                            APPROX. 1.8 KM 1963245.6 |
 FX2188|---------------------------------------------------------------------|
 FX2188
 FX2188                          SUPERSEDED SURVEY CONTROL
 FX2188
 FX2188  NAD 83(1993)-  36 11 36.19609(N)    077 45 41.21305(W) AD(       ) 2
 FX2188  NAD 83(1986)-  36 11 36.19533(N)    077 45 41.21857(W) AD(       ) 2
 FX2188  NAD 27      -  36 11 35.64626(N)    077 45 42.29675(W) AD(       ) 2
 FX2188  NGVD 29 (??/??/92)   43.168  (m)          141.63   (f) ADJ UNCH    2 1
 FX2188
 FX2188.Superseded values are not recommended for survey control.
 FX2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2188.See file dsdata.txt to determine how the superseded data were derived.
 FX2188
 FX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5169708933(NAD 83)
 FX2188_MARKER: DE = TRAVERSE STATION DISK
 FX2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2188_SP_SET: CONCRETE POST
 FX2188_STAMPING: BREECHES 1973
 FX2188_MARK LOGO: NCGS  
 FX2188_PROJECTION: FLUSH
 FX2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2188+STABILITY: SURFACE MOTION
 FX2188
 FX2188  HISTORY     - Date     Condition        Report By
 FX2188  HISTORY     - 1973     MONUMENTED       NCGS
 FX2188  HISTORY     - 1978     GOOD             NCGS
 FX2188
 FX2188                          STATION DESCRIPTION
 FX2188
 FX2188'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2188'BREECHES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FX2188'THE VICINITY OF ENFIELD, NORTH CAROLINA.
 FX2188'
 FX2188'BREECHES IS LOCATED APPROXIMATELY 5.6 MILES WEST OF ENFIELD AND 6.6
 FX2188'MILES NNW OF WHITAKERS. TO REACH STATION FROM THE I-95 UNDERPASS OF
 FX2188'NC 44, GO NORTH ALONG I-95 FOR 5.1 MILES TO STATION ON LEFT BETWEEN
 FX2188'SOUTH BOUND LANE AND RIGHT OF WAY FENCE AND ON PROLONGATED C/L OF
 FX2188'SR 1235 FROM WEST, 1.1 MILE NORTH OF NC 481 OVERPASS, AND 0.35 MILE
 FX2188'SOUTH OF BREECHES SWAMP CULVERT UNDER I-95.
 FX2188'
 FX2188'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FX2188'BREECHES 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FX2188'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FX2188'
 FX2188'MARK IS
 FX2188'50.0 FEET NW OF C/L OF I-95 (S BOUND LANE).
 FX2188'4.0 FEET W OF E LEG OF ENFIELD EXIT - 1 MILE SIGN.
 FX2188'3.2 FEET S OF W LEG OF ENFIELD EXIT - 1 MILE SIGN.
 FX2188'46.0 FEET SSE OF BRACE POST IN FENCE WITH ALUMINUM REF. TAG.
 FX2188'42.4 FEET ESE OF FENCE POST WITH ALUMINUM REF. TAG.
 FX2188
 FX2188                          STATION RECOVERY (1978)
 FX2188
 FX2188'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2188'5.6 MI WEST FROM ENFIELD.
 FX2188'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 481, PROCEED NORTH
 FX2188'ALONG I 95 FOR 1.1 MILES TO STATION ON LEFT BETWEEN SOUTHBOUND LANE
 FX2188'AND RIGHT OF WAY FENCE AND ON PROLONGATED CENTERLINE OF SR 1235 FROM
 FX2188'WEST, AND 0.35 MILE SOUTH OF BREECHES SWAMP CULVERT UNDER I 95, 50.0
 FX2188'FT. NORTHWEST OF CENTERLINE OF I 95 SOUTHBOUND LANE, 4.0 FT. WEST OF
 FX2188'EAST LEG AND 3.2 FT. SOUTH OF WEST LEG OF ENFIELD EXIT 1 MILE SIGN,
 FX2188'46.0 FT. SOUTH SOUTHEAST OF BRACE POST AND 42.4 FT. EAST SOUTHEAST OF
 FX2188'FENCE POST WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0897 ***********************************************************************
 EZ0897  DESIGNATION -  BREEDLOVE
 EZ0897  PID         -  EZ0897
 EZ0897  STATE/COUNTY-  NC/DURHAM
 EZ0897  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0897
 EZ0897                         *CURRENT SURVEY CONTROL
 EZ0897  ___________________________________________________________________
 EZ0897* NAD 83(2001)-  35 59 04.47071(N)    078 50 04.83619(W)     ADJUSTED  
 EZ0897* NAVD 88     -       109.240  (meters)     358.40   (feet)  ADJUSTED  
 EZ0897  ___________________________________________________________________
 EZ0897  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 EZ0897  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EZ0897  DYNAMIC HT  -         109.150 (meters)     358.10  (feet)  COMP
 EZ0897  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 EZ0897
 EZ0897  HORZ ORDER  -  SECOND
 EZ0897  VERT ORDER  -  SECOND    CLASS 0
 EZ0897
 EZ0897.The horizontal coordinates were established by classical geodetic methods
 EZ0897.and adjusted by the National Geodetic Survey in August 2005.
 EZ0897
 EZ0897.The orthometric height was determined by differential leveling
 EZ0897.and adjusted in June 1991.
 EZ0897
 EZ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0897
 EZ0897.The geoid height was determined by GEOID03.
 EZ0897
 EZ0897.The dynamic height is computed by dividing the NAVD 88
 EZ0897.geopotential number by the normal gravity value computed on the
 EZ0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0897.degrees latitude (g = 980.6199 gals.).
 EZ0897
 EZ0897.The modeled gravity was interpolated from observed gravity values.
 EZ0897
 EZ0897;                    North         East     Units Scale Factor Converg.
 EZ0897;SPC NC       -   247,901.684   624,509.590   MT  0.99995427   +0 05 43.5
 EZ0897;SPC NC       -   813,324.11  2,048,911.88   sFT  0.99995427   +0 05 43.5
 EZ0897;UTM  17      - 3,984,405.552   695,207.946   MT  1.00006956   +1 16 21.6
 EZ0897
 EZ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0897!SPC NC       -   0.99998782  x   0.99995427  =   0.99994209
 EZ0897!UTM  17      -   0.99998782  x   1.00006956  =   1.00005737
 EZ0897
 EZ0897:                Primary Azimuth Mark                     Grid Az
 EZ0897:SPC NC       -  CHANDLER                                 287 40 53.8
 EZ0897:UTM  17      -  CHANDLER                                 286 30 15.7
 EZ0897
 EZ0897|---------------------------------------------------------------------|
 EZ0897| PID    Reference Object                     Distance      Geod. Az  |
 EZ0897|                                                           dddmmss.s |
 EZ0897| EZ0898 CHANDLER                            APPROX. 0.5 KM 2874637.3 |
 EZ0897|---------------------------------------------------------------------|
 EZ0897
 EZ0897                          SUPERSEDED SURVEY CONTROL
 EZ0897
 EZ0897  NAD 83(1986)-  35 59 04.47609(N)    078 50 04.84306(W) AD(       ) 2
 EZ0897  NAD 83(1986)-  35 59 04.47830(N)    078 50 04.84149(W) AD(       ) 2
 EZ0897  NAD 27      -  35 59 03.95962(N)    078 50 05.82341(W) AD(       ) 2
 EZ0897  NGVD 29 (??/??/92)  109.485  (m)          359.20   (f) ADJ UNCH    2 0
 EZ0897
 EZ0897.Superseded values are not recommended for survey control.
 EZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0897.See file dsdata.txt to determine how the superseded data were derived.
 EZ0897
 EZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9520884406(NAD 83)
 EZ0897_MARKER: DE = TRAVERSE STATION DISK
 EZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ0897_STAMPING: BREEDLOVE 1971
 EZ0897_MARK LOGO: NCGS  
 EZ0897_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0897+STABILITY: SURFACE MOTION
 EZ0897
 EZ0897  HISTORY     - Date     Condition        Report By
 EZ0897  HISTORY     - 1971     MONUMENTED       NCGS
 EZ0897  HISTORY     - 1972     GOOD             NCGS
 EZ0897  HISTORY     - 19850101 GOOD             NCGS
 EZ0897  HISTORY     - 1986     GOOD             USPSQD
 EZ0897  HISTORY     - 1986     GOOD             USPSQD
 EZ0897  HISTORY     - 1987     GOOD             USPSQD
 EZ0897  HISTORY     - 20071102 MARK NOT FOUND   GEOCAC
 EZ0897
 EZ0897                          STATION DESCRIPTION
 EZ0897
 EZ0897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ0897'BREEDLOVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0897'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ0897'
 EZ0897'BREEDLOVE IS LOCATED APPROXIMATELY 3.8 MILES EAST OF DURHAM.  STATION
 EZ0897'IS AT THE INTERSECTION OF NC 98 AND SR 1845 N (BREEDLOVE AVE.),
 EZ0897'APPROXIMATELY 40 FEET SOUTHEAST OF THE T ROAD INTERSECTION.  AND
 EZ0897'1.7 MILES EAST OF INTERSECTION OF US 70 BYPASS AND NC 98 UNDERPASS.
 EZ0897'
 EZ0897'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0897'BREEDLOVE 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0897'WHICH IS FLUSH WITH THE GROUND.
 EZ0897'
 EZ0897'MARK IS
 EZ0897'22.9 FEET SSW OF C/L OF NC 98.
 EZ0897'19.6 FEET ESE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 EZ0897'96.1 FEET WNW OF ALUMINUM REF. TAG ON PP.
 EZ0897
 EZ0897                          STATION RECOVERY (1972)
 EZ0897
 EZ0897'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0897'3.8 MI E FROM DURHAM.
 EZ0897'STATION IS AT THE INTERSECTION OF NC 98 AND SR 1845 N (BREEDLOVE
 EZ0897'AVE.), APPROXIMATELY 40 FEET SE OF THE T ROAD INTERSECTION, AND
 EZ0897'1.7 MILES E OF INTERSECTION OF U.S. 70 BYPASS AND NC 98 UNDERPASS,
 EZ0897'22.9 FT SSW OF C/L OF NC 98, 19.6 FT ESE OF ALUM. REF. TAG ON
 EZ0897'PP W/TRANSFORMER AND 96.1 FT WNW OF ALUM. REF. TAG ON PP.
 EZ0897'STATION IS FLUSH WITH THE GROUND.
 EZ0897
 EZ0897                          STATION RECOVERY (1985)
 EZ0897
 EZ0897'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0897'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES FOLLOW. MARK IS LOCATED
 EZ0897'6.2 M (20.3 FT) (20.4) FT NORTHWEST OF A MANHOLE COVER, AND 36.1 M
 EZ0897'(118.4 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A BRICK RESIDENCE.
 EZ0897
 EZ0897                          STATION RECOVERY (1986)
 EZ0897
 EZ0897'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS)
 EZ0897'RECOVERED IN GOOD CONDITION.
 EZ0897
 EZ0897                          STATION RECOVERY (1986)
 EZ0897
 EZ0897'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ0897'RECOVERED IN GOOD CONDITION.
 EZ0897
 EZ0897                          STATION RECOVERY (1987)
 EZ0897
 EZ0897'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ0897'RECOVERED IN GOOD CONDITION.
 EZ0897
 EZ0897                          STATION RECOVERY (2007)
 EZ0897
 EZ0897'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0897'STATION LOST TO ROAD WIDENING. COORDINATES FALL UNDER NEW TRAFFIC
 EZ0897'LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2522 ***********************************************************************
 FB2522  DESIGNATION -  BREESE
 FB2522  PID         -  FB2522
 FB2522  STATE/COUNTY-  NC/JACKSON
 FB2522  USGS QUAD   -  SYLVA SOUTH (1990)
 FB2522
 FB2522                         *CURRENT SURVEY CONTROL
 FB2522  ___________________________________________________________________
 FB2522* NAD 83(2001)-  35 18 42.17318(N)    083 10 44.72649(W)     ADJUSTED  
 FB2522* NAVD 88     -       673.390  (meters)    2209.28   (feet)  ADJUSTED  
 FB2522  ___________________________________________________________________
 FB2522  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FB2522  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FB2522  DYNAMIC HT  -         672.688 (meters)    2206.98  (feet)  COMP
 FB2522  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 FB2522
 FB2522  HORZ ORDER  -  SECOND
 FB2522  VERT ORDER  -  SECOND    CLASS II
 FB2522
 FB2522.The horizontal coordinates were established by classical geodetic methods
 FB2522.and adjusted by the National Geodetic Survey in August 2005.
 FB2522
 FB2522.The orthometric height was determined by differential leveling
 FB2522.and adjusted in January 2005.
 FB2522.No vertical observational check was made to the station.
 FB2522
 FB2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2522
 FB2522.The geoid height was determined by GEOID03.
 FB2522
 FB2522.The dynamic height is computed by dividing the NAVD 88
 FB2522.geopotential number by the normal gravity value computed on the
 FB2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2522.degrees latitude (g = 980.6199 gals.).
 FB2522
 FB2522.The modeled gravity was interpolated from observed gravity values.
 FB2522
 FB2522;                    North         East     Units Scale Factor Converg.
 FB2522;SPC NC       -   181,238.516   229,712.544   MT  0.99987314   -2 24 43.4
 FB2522;SPC NC       -   594,613.36    753,648.57   sFT  0.99987314   -2 24 43.4
 FB2522;UTM  17      - 3,909,790.082   301,895.415   MT  1.00008367   -1 15 35.9
 FB2522
 FB2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2522!SPC NC       -   0.99989880  x   0.99987314  =   0.99977195
 FB2522!UTM  17      -   0.99989880  x   1.00008367  =   0.99998246
 FB2522
 FB2522|---------------------------------------------------------------------|
 FB2522| PID    Reference Object                     Distance      Geod. Az  |
 FB2522|                                                           dddmmss.s |
 FB2522| FB2528 HINES                               374.002 METERS 27654     |
 FB2522|---------------------------------------------------------------------|
 FB2522
 FB2522                          SUPERSEDED SURVEY CONTROL
 FB2522
 FB2522  NAD 83(1995)-  35 18 42.17329(N)    083 10 44.72592(W) AD(       ) 2
 FB2522  NAD 83(1986)-  35 18 42.17569(N)    083 10 44.73525(W) AD(       ) 2
 FB2522  NAD 27      -  35 18 41.81904(N)    083 10 45.20200(W) AD(       ) 2
 FB2522  NGVD 29 (07/19/86)  673.5    (m)         2210.     (f) VERT ANG    3  
 FB2522
 FB2522.Superseded values are not recommended for survey control.
 FB2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2522.See file dsdata.txt to determine how the superseded data were derived.
 FB2522
 FB2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0189509790(NAD 83)
 FB2522_MARKER: DE = TRAVERSE STATION DISK
 FB2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2522_STAMPING: BREESE 1972
 FB2522_MARK LOGO: NCGS  
 FB2522_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2522+STABILITY: SURFACE MOTION
 FB2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2522+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1999
 FB2522
 FB2522  HISTORY     - Date     Condition        Report By
 FB2522  HISTORY     - 1972     MONUMENTED       NCGS
 FB2522  HISTORY     - 1980     GOOD             NCGS
 FB2522  HISTORY     - 19940530 GOOD             USPSQD
 FB2522  HISTORY     - 19990928 GOOD             NCGS
 FB2522  HISTORY     - 20041113 GOOD             USPSQD
 FB2522
 FB2522                          STATION DESCRIPTION
 FB2522
 FB2522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB2522'BREESE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FB2522'IN THE VICINITY OF CULLOWHEE, NORTH CAROLINA.
 FB2522'
 FB2522'BREESE IS LOCATED IN CULLOWHEE ON THE WESTERN CAROLINA
 FB2522'UNIVERSITY CAMPUS.  STATION IS ON THE WESTERN CAROLINA
 FB2522'UNIVERSITY CAMPUS ALONG CIRCLE DRIVE, APPROXIMATELY 150 FEET
 FB2522'EAST OF THE REAR OF THE BREESE GYMNASIUM, ON TOP OF A BANK,
 FB2522'225 FEET WEST OF JOYNER BLDG., AND APPROXIMATELY 100 FEET NNW
 FB2522'OF THE INFIRMARY.
 FB2522'
 FB2522'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2522'BREESE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB2522'WHICH IS 1 INCH BELOW THE GROUND.
 FB2522'
 FB2522'MARK IS
 FB2522'
 FB2522'14.4 FT W OF C/L OF CIRCLE DRIVE
 FB2522'
 FB2522'69.0 FT SSW OF TP WITH ALUMINUM REF. TAG
 FB2522'
 FB2522'19.9 FT NE OF 30 INCH OAK WITH ALUMINUM REF. TAG
 FB2522'
 FB2522'52.5 FT N OF TP W/TELEPHONE SERVICE JUNCTION BOX AND WITH
 FB2522'ALUMINUM REF. TAG (SLOPE)
 FB2522
 FB2522                          STATION RECOVERY (1980)
 FB2522
 FB2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2522'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FB2522'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS.  THE TELEPHONE POLES
 FB2522'AND 30 INCH OAK TREE HAVE BEEN REMOVED.  MARK IS 95.5 FEET NORTH OF
 FB2522'THE NORTHEAST CORNER OF THE INFIRMARY AND 50.8 FEET NORTHEAST OF A 30
 FB2522'INCH SCARLET OAK AND 19.9 FEET NORTHEAST OF A 30 INCH OAK STUMP AND
 FB2522'52.5 FEET NORTH OF A TELEPHONE PEDESTAL AND 116.5 FEET SOUTH-SOUTHWEST
 FB2522'OF A LAMP POLE WITH REFERENCE TAG.
 FB2522
 FB2522                          STATION RECOVERY (1994)
 FB2522
 FB2522'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2522'RECOVERED IN GOOD CONDITION.
 FB2522
 FB2522                          STATION RECOVERY (1999)
 FB2522
 FB2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB2522'RECOVERED AS DESCRIBED.
 FB2522
 FB2522                          STATION RECOVERY (2004)
 FB2522
 FB2522'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FB2522'3 FT N OF CLIENT PARKING ONLY SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0505 ***********************************************************************
 EZ0505  DESIGNATION -  BREEZE
 EZ0505  PID         -  EZ0505
 EZ0505  STATE/COUNTY-  NC/CUMBERLAND
 EZ0505  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0505
 EZ0505                         *CURRENT SURVEY CONTROL
 EZ0505  ___________________________________________________________________
 EZ0505* NAD 83(2001)-  35 00 04.56386(N)    078 55 06.35017(W)     ADJUSTED  
 EZ0505* NAVD 88     -        66.226  (meters)     217.28   (feet)  ADJUSTED  
 EZ0505  ___________________________________________________________________
 EZ0505  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 EZ0505  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EZ0505  DYNAMIC HT  -          66.165 (meters)     217.08  (feet)  COMP
 EZ0505  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 EZ0505
 EZ0505  HORZ ORDER  -  SECOND
 EZ0505  VERT ORDER  -  SECOND    CLASS 0
 EZ0505
 EZ0505.The horizontal coordinates were established by classical geodetic methods
 EZ0505.and adjusted by the National Geodetic Survey in August 2005.
 EZ0505
 EZ0505.The orthometric height was determined by differential leveling
 EZ0505.and adjusted in June 1991.
 EZ0505
 EZ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0505
 EZ0505.The geoid height was determined by GEOID03.
 EZ0505
 EZ0505.The dynamic height is computed by dividing the NAVD 88
 EZ0505.geopotential number by the normal gravity value computed on the
 EZ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0505.degrees latitude (g = 980.6199 gals.).
 EZ0505
 EZ0505.The modeled gravity was interpolated from observed gravity values.
 EZ0505
 EZ0505;                    North         East     Units Scale Factor Converg.
 EZ0505;SPC NC       -   138,806.323   617,046.547   MT  0.99988209   +0 02 49.5
 EZ0505;SPC NC       -   455,400.41  2,024,426.88   sFT  0.99988209   +0 02 49.5
 EZ0505;UTM  17      - 3,875,163.419   689,958.133   MT  1.00004474   +1 11 39.6
 EZ0505
 EZ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0505!SPC NC       -   0.99999485  x   0.99988209  =   0.99987694
 EZ0505!UTM  17      -   0.99999485  x   1.00004474  =   1.00003959
 EZ0505
 EZ0505:                Primary Azimuth Mark                     Grid Az
 EZ0505:SPC NC       -  LEGION                                   036 40 55.4
 EZ0505:UTM  17      -  LEGION                                   035 32 05.3
 EZ0505
 EZ0505|---------------------------------------------------------------------|
 EZ0505| PID    Reference Object                     Distance      Geod. Az  |
 EZ0505|                                                           dddmmss.s |
 EZ0505| EZ4858 LEGION                              APPROX. 1.1 KM 0364344.9 |
 EZ0505|---------------------------------------------------------------------|
 EZ0505
 EZ0505                          SUPERSEDED SURVEY CONTROL
 EZ0505
 EZ0505  NAD 83(1986)-  35 00 04.57452(N)    078 55 06.35230(W) AD(       ) 2
 EZ0505  NAD 27      -  35 00 03.98390(N)    078 55 07.25216(W) AD(       ) 2
 EZ0505  NGVD 29 (??/??/92)   66.470  (m)          218.08   (f) ADJ UNCH    2 0
 EZ0505
 EZ0505.Superseded values are not recommended for survey control.
 EZ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0505.See file dsdata.txt to determine how the superseded data were derived.
 EZ0505
 EZ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8995875163(NAD 83)
 EZ0505_MARKER: DE = TRAVERSE STATION DISK
 EZ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0505_STAMPING: BREEZE 1966
 EZ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0505+STABILITY: SURFACE MOTION
 EZ0505
 EZ0505  HISTORY     - Date     Condition        Report By
 EZ0505  HISTORY     - 1966     MONUMENTED       NCGS
 EZ0505  HISTORY     - 1972     GOOD             NCGS
 EZ0505  HISTORY     - 1978     GOOD             NGS
 EZ0505  HISTORY     - 19890526 MARK NOT FOUND   USPSQD
 EZ0505  HISTORY     - 19890526 MARK NOT FOUND   USGS
 EZ0505  HISTORY     - 19981107 GOOD             USPSQD
 EZ0505
 EZ0505                          STATION DESCRIPTION
 EZ0505
 EZ0505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ0505'BREEZE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0505'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ0505'
 EZ0505'BREEZE IS 4.2 MILES SW OF MARKET SQ. IN FAYETTEVILLE AND 2.5
 EZ0505'MILES NE OF CENTER OF HOPE MILLS, N. C.  TO REACH STATION
 EZ0505'PROCEED FROM INTERSECTION OF U.S. 301 AND SR 1003 AND GO WEST ON
 EZ0505'SR 1003 FOR 0.35 MILES TO INTERSECTION OF SR 1132.  TURN LEFT
 EZ0505'(SOUTH) AND TRAVEL 1.5 MILES SOUTHWEST ON SR 1132 TO BUIE
 EZ0505'AVE..  STATION IS IN SW QUAD OF INTERSECTION.
 EZ0505'
 EZ0505'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0505'BREEZE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0505'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ0505'
 EZ0505'MARK IS
 EZ0505'
 EZ0505'17.3 FT NE OF PP 871 WITH ALUMINUM REF. TAG
 EZ0505'
 EZ0505'123.6 FT N OF PP 5154 WITH ALUMINUM REF. TAG
 EZ0505'
 EZ0505'38.6 FT W OF C/L OF SR 1132
 EZ0505'
 EZ0505'25.6 FT S OF C/L OF BUIE AVE.
 EZ0505'
 EZ0505'53.3 FT S OF PP 5152 WITH ALUMINUM REF. TAG
 EZ0505
 EZ0505                          STATION RECOVERY (1972)
 EZ0505
 EZ0505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0505'4.1 MI SW FROM FAYETTEVILLE.
 EZ0505'TO REACH STATION FROM THE INTERSECTION OF U.S. 301 AND SR 1003
 EZ0505'(NEAR JUNCTION OF U.S. 301 AND 301A), PROCEED W ALONG SR 1003
 EZ0505'FOR 0.5 MILE TO INTERSECTION WITH SR 1132, TURN LEFT AND CONTINUE
 EZ0505'SW ALONG SR 1132 FOR 1.45 MILES TO BREEZEWOOD ACRES SUBDIVISION
 EZ0505'AND INTERSECTION WITH BUIE AVE., AND STATION IN SW QUADRANT, AND
 EZ0505'0.2 MILE SW OF INTERSECTION OF SR 1132 AND SR 1344, 38.6 FT W
 EZ0505'OF C/L OF SR 1132, 25.6 FT S OF C/L OF BUIE AVE., 124.6 FT N
 EZ0505'OF N END OF CONCRETE CULVERT UNDER DRIVEWAY TO MC LEAN RESIDENCE,
 EZ0505'17.3 FT NE OF PP 871 WITH ALUMINUM REF. TAG, AND 53.3 FT S OF
 EZ0505'PP 5152 WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER,
 EZ0505'1 INCH BELOW THE GROUND.
 EZ0505
 EZ0505                          STATION RECOVERY (1978)
 EZ0505
 EZ0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 EZ0505'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EZ0505'
 EZ0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES SOUTHWEST
 EZ0505'OF MARKET SQUARE.
 EZ0505
 EZ0505                          STATION RECOVERY (1989)
 EZ0505
 EZ0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDW)
 EZ0505'MARK NOT FOUND.
 EZ0505
 EZ0505                          STATION RECOVERY (1989)
 EZ0505
 EZ0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW)
 EZ0505'MARK NOT FOUND.
 EZ0505
 EZ0505                          STATION RECOVERY (1998)
 EZ0505
 EZ0505'RECOVERY NOTE BY US POWER SQUADRON 1998
 EZ0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2246 ***********************************************************************
 FY2246  DESIGNATION -  BREEZE
 FY2246  PID         -  FY2246
 FY2246  STATE/COUNTY-  NC/ORANGE
 FY2246  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2246
 FY2246                         *CURRENT SURVEY CONTROL
 FY2246  ___________________________________________________________________
 FY2246* NAD 83(2001)-  36 05 02.10996(N)    079 05 03.77519(W)     ADJUSTED  
 FY2246* NAVD 88     -       174.621  (meters)     572.90   (feet)  ADJUSTED  
 FY2246  ___________________________________________________________________
 FY2246  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 FY2246  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FY2246  DYNAMIC HT  -         174.482 (meters)     572.45  (feet)  COMP
 FY2246  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 FY2246
 FY2246  HORZ ORDER  -  SECOND
 FY2246  VERT ORDER  -  SECOND    CLASS II
 FY2246
 FY2246.The horizontal coordinates were established by classical geodetic methods
 FY2246.and adjusted by the National Geodetic Survey in August 2005.
 FY2246
 FY2246.The orthometric height was determined by differential leveling
 FY2246.and adjusted in June 1991.
 FY2246
 FY2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2246
 FY2246.The geoid height was determined by GEOID03.
 FY2246
 FY2246.The dynamic height is computed by dividing the NAVD 88
 FY2246.geopotential number by the normal gravity value computed on the
 FY2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2246.degrees latitude (g = 980.6199 gals.).
 FY2246
 FY2246.The modeled gravity was interpolated from observed gravity values.
 FY2246
 FY2246;                    North         East     Units Scale Factor Converg.
 FY2246;SPC NC       -   258,915.324   602,001.265   MT  0.99997796   -0 02 55.3
 FY2246;SPC NC       -   849,458.03  1,975,065.82   sFT  0.99997796   -0 02 55.3
 FY2246;UTM  17      - 3,994,954.944   672,476.921   MT  0.99996656   +1 07 42.7
 FY2246
 FY2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2246!SPC NC       -   0.99997739  x   0.99997796  =   0.99995535
 FY2246!UTM  17      -   0.99997739  x   0.99996656  =   0.99994395
 FY2246
 FY2246                          SUPERSEDED SURVEY CONTROL
 FY2246
 FY2246  NAD 83(1993)-  36 05 02.11223(N)    079 05 03.78358(W) AD(       ) 2
 FY2246  NAD 83(1986)-  36 05 02.11285(N)    079 05 03.78499(W) AD(       ) 2
 FY2246  NGVD 29 (03/05/92)  174.859  (m)          573.68   (f) ADJUSTED    2 2
 FY2246
 FY2246.Superseded values are not recommended for survey control.
 FY2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2246.See file dsdata.txt to determine how the superseded data were derived.
 FY2246
 FY2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7247794955(NAD 83)
 FY2246_MARKER: DE = TRAVERSE STATION DISK
 FY2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2246_SP_SET: CONCRETE POST
 FY2246_STAMPING: BREEZE 1981
 FY2246_MARK LOGO: NCGS  
 FY2246_PROJECTION: PROJECTING 10 CENTIMETERS
 FY2246_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2246+STABILITY: SURFACE MOTION
 FY2246
 FY2246  HISTORY     - Date     Condition        Report By
 FY2246  HISTORY     - 1981     MONUMENTED       NCGS
 FY2246  HISTORY     - 1981     GOOD             NCGS
 FY2246  HISTORY     - 1983     GOOD             USPSQD
 FY2246  HISTORY     - 1988     GOOD             USPSQD
 FY2246  HISTORY     - 1990     GOOD             USPSQD
 FY2246  HISTORY     - 20060125 MARK NOT FOUND   GEOCAC
 FY2246
 FY2246                          STATION DESCRIPTION
 FY2246
 FY2246'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY2246'THE STATION IS ABOUT 1.0 MILE NORTHEAST OF HILLSBOROUGH.
 FY2246'
 FY2246'ALONG US 70 BYPASS FOR 1.0 MILE SOUTHEAST FROM NC 86 INTERSECTION,
 FY2246'AND ACROSS HIGHWAY FROM A PAVED DRIVEWAY TO THE BREEZE RESIDENCE,
 FY2246'ON A BANK.
 FY2246'
 FY2246'THE STATION IS A STANDARD NCGS DISK
 FY2246'STAMPED---BREEZE 1981---,
 FY2246'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2246'25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 FY2246'10.2 METERS (33.7 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 FY2246'HIGHWAY,
 FY2246'13.2 METERS (43.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE
 FY2246'INTERSECTION OF HIGHWAY WITH PAVED DRIVEWAY,
 FY2246'1.1 METERS (3.6 FT) EAST-SOUTHEAST FROM A
 FY2246'METAL WITNESS POST, AND 23.0 METERS (75.5 FT) SOUTH-SOUTHEAST OF
 FY2246'A 6 INCH PINE WITH
 FY2246'REFERENCE TAG.
 FY2246'
 FY2246'MARK IS 5 FEET ABOVE HIGHWAY.
 FY2246
 FY2246                          STATION RECOVERY (1981)
 FY2246
 FY2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2246'1.0 MI NE FROM HILLSBOROUGH.
 FY2246'ALONG US 70 BYPASS, 1.0 MILE SOUTHEAST OF INTERSECTION WITH NC 86,
 FY2246'ON BANK, ACROSS HIGHWAY FROM A PAVED DRIVEWAY TO THE BREEZE
 FY2246'RESIDENCE, 33.7 FEET NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 43.5
 FY2246'FEET NORTH-NORTHWEST OF CENTERLINE INTERSECTION OF HIGHWAY AND A
 FY2246'PAVED DRIVEWAY, 3.6 FEET EAST-SOUTHEAST OF WITNESS POST AND 75.5
 FY2246'FEET SOUTH-SOUTHEAST OF 6 INCH PINE WITH REFERENCE TAG.
 FY2246'THE MARK IS 5 FT ABOVE HIGHWAY.
 FY2246
 FY2246                          STATION RECOVERY (1983)
 FY2246
 FY2246'RECOVERY NOTE BY US POWER SQUADRON 1983 (WKB)
 FY2246'RECOVERED IN GOOD CONDITION.
 FY2246
 FY2246                          STATION RECOVERY (1988)
 FY2246
 FY2246'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 FY2246'RECOVERED IN GOOD CONDITION.
 FY2246
 FY2246                          STATION RECOVERY (1990)
 FY2246
 FY2246'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 FY2246'RECOVERED IN GOOD CONDITION.
 FY2246
 FY2246                          STATION RECOVERY (2006)
 FY2246
 FY2246'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2246'VISITED SITE. BANK HAS BEEN CUT BACK FOR ROAD WIDENING. MARK NOT
 FY2246'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0373 ***********************************************************************
 FZ0373  DESIGNATION -  BREEZE
 FZ0373  PID         -  FZ0373
 FZ0373  STATE/COUNTY-  NC/FORSYTH
 FZ0373  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ0373
 FZ0373                         *CURRENT SURVEY CONTROL
 FZ0373  ___________________________________________________________________
 FZ0373* NAD 83(2001)-  36 07 21.44701(N)    080 20 01.88166(W)     ADJUSTED  
 FZ0373* NAVD 88     -       272.044  (meters)     892.53   (feet)  ADJUSTED  
 FZ0373  ___________________________________________________________________
 FZ0373  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 FZ0373  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FZ0373  DYNAMIC HT  -         271.792 (meters)     891.70  (feet)  COMP
 FZ0373  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 FZ0373
 FZ0373  HORZ ORDER  -  SECOND
 FZ0373  VERT ORDER  -  SECOND    CLASS 0
 FZ0373
 FZ0373.The horizontal coordinates were established by classical geodetic methods
 FZ0373.and adjusted by the National Geodetic Survey in August 2005.
 FZ0373
 FZ0373.The orthometric height was determined by differential leveling
 FZ0373.and adjusted in June 1991.
 FZ0373
 FZ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0373
 FZ0373.The geoid height was determined by GEOID03.
 FZ0373
 FZ0373.The dynamic height is computed by dividing the NAVD 88
 FZ0373.geopotential number by the normal gravity value computed on the
 FZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0373.degrees latitude (g = 980.6199 gals.).
 FZ0373
 FZ0373.The modeled gravity was interpolated from observed gravity values.
 FZ0373
 FZ0373;                    North         East     Units Scale Factor Converg.
 FZ0373;SPC NC       -   264,013.440   489,527.356   MT  0.99998801   -0 46 11.5
 FZ0373;SPC NC       -   866,184.09  1,606,057.67   sFT  0.99998801   -0 46 11.5
 FZ0373;UTM  17      - 3,997,754.842   559,945.306   MT  0.99964428   +0 23 33.8
 FZ0373
 FZ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0373!SPC NC       -   0.99996248  x   0.99998801  =   0.99995049
 FZ0373!UTM  17      -   0.99996248  x   0.99964428  =   0.99960677
 FZ0373
 FZ0373:                Primary Azimuth Mark                     Grid Az
 FZ0373:SPC NC       -  HOMER                                    077 35 59.2
 FZ0373:UTM  17      -  HOMER                                    076 26 13.9
 FZ0373
 FZ0373|---------------------------------------------------------------------|
 FZ0373| PID    Reference Object                     Distance      Geod. Az  |
 FZ0373|                                                           dddmmss.s |
 FZ0373| FZ0374 HOMER                               458.857 METERS 0764947.7 |
 FZ0373| FZ0372 PHELPS                              231.715 METERS 23959     |
 FZ0373|---------------------------------------------------------------------|
 FZ0373
 FZ0373                          SUPERSEDED SURVEY CONTROL
 FZ0373
 FZ0373  NAD 83(1993)-  36 07 21.45389(N)    080 20 01.88974(W) AD(       ) 2
 FZ0373  NAD 83(1986)-  36 07 21.45352(N)    080 20 01.88992(W) AD(       ) 2
 FZ0373  NAD 27      -  36 07 20.96025(N)    080 20 02.69992(W) AD(       ) 2
 FZ0373  NGVD 29 (??/??/92)  272.244  (m)          893.19   (f) ADJ UNCH    2 0
 FZ0373
 FZ0373.Superseded values are not recommended for survey control.
 FZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0373.See file dsdata.txt to determine how the superseded data were derived.
 FZ0373
 FZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5994597755(NAD 83)
 FZ0373_MARKER: DE = TRAVERSE STATION DISK
 FZ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0373_STAMPING: BREEZE 1970
 FZ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0373
 FZ0373  HISTORY     - Date     Condition        Report By
 FZ0373  HISTORY     - 1970     MONUMENTED       NCGS
 FZ0373  HISTORY     - 1972     GOOD             NCGS
 FZ0373  HISTORY     - 19920720 GOOD             USPSQD
 FZ0373  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 FZ0373
 FZ0373                          STATION DESCRIPTION
 FZ0373
 FZ0373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ0373'BREEZE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0373'IN THE VICINITY OF MT. TABOR, NORTH CAROLINA.
 FZ0373'
 FZ0373'BREEZE IS LOCATED APPROXIMATELY 0.8 MILE WEST OF MT. TABOR AND
 FZ0373'2.6 MILES SOUTHEAST OF PFAFFTOWN.  TO REACH STATION PROCEED FROM
 FZ0373'THE INTERSECTION OF SR 1370 (POLO RD.) AND SR 1348 (ROBINHOOD RD.)
 FZ0373'IN MT. TABOR, GO WEST ON SR 1348 FOR 0.8 MILE TO INTERSECTION OF
 FZ0373'SR 1348 AND SR 1393 (SHATTALON DRIVE), CONTINUE WEST ON SR 1348
 FZ0373'FOR 0.15 MILE TO STATION ON RIGHT, APPROXIMATELY 100 FEET WEST
 FZ0373'OF BREEZE HILL ROAD, AND 0.1 MILE EAST OF INTERSECTION OF SR
 FZ0373'1348 AND SR 1361 (GIBB ST.).
 FZ0373'
 FZ0373'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BREEZE
 FZ0373'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ0373'2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0373'
 FZ0373'MARK IS
 FZ0373'25.7 FEET N OF C/L OF SR 1348.
 FZ0373'91.1 FEET W OF C/L OF BREEZE HILL ROAD.
 FZ0373'61.0 FEET WSW OF ALUMINUM REF. TAG ON PP.
 FZ0373'116.5 FEET W OF ALUMINUM REF. TAG ON PP NO. 60.
 FZ0373'54.1 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 61.
 FZ0373'59.8 FEET W OF 3 INCH DIAMETER IRON POST WITH BREEZE HILL ROAD
 FZ0373'SIGN.
 FZ0373
 FZ0373                          STATION RECOVERY (1972)
 FZ0373
 FZ0373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0373'2.6 MI SE FROM WINSTON-SALEM.
 FZ0373'STATION IS LOCATED APPROXIMATELY 5.3 MILES WEST OF DOWNTOWN
 FZ0373'WINSTON-SALEM.  TO REACH STATION FROM BRIDGE ON SR 1348
 FZ0373'(ROBINHOOD ROAD) OVER SILAS CREEK PARKWAY, PROCEED WEST ALONG
 FZ0373'SR 1348 FOR 01.85 MILE TO SR 3213 (BREEZE HILL ROAD) AND STATION
 FZ0373'ON RIGHT JUST PAST INTERSECTION, 1.0 MILE EAST OF BRIDGE OVER
 FZ0373'MUDDY CREEK, 25.7 FEET NORTH OF C/L OF SR 1348, 91.1 FEET WEST
 FZ0373'OF C/L OF BREEZE HILL ROAD, 111.4 FEET WEST OF TOP OF FIRE
 FZ0373'HYDRANT, 61.0 FEET WSW OF PP WITH TELEPHONE JUNCTION BOX AND
 FZ0373'ALUMINUM REF. TAG, 116.5 FEET WEST OF PP 60 WITH ALUMINUM REF.
 FZ0373'TAG, 54.1 FEET NNW OF TP 61 WITH ALUMINUM REF. TAG, AND 59.8
 FZ0373'FEET WEST OF METAL POST WITH BREEZE HILL ROAD SIGN.  DISK IS
 FZ0373'SET 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0373
 FZ0373                          STATION RECOVERY (1992)
 FZ0373
 FZ0373'RECOVERY NOTE BY US POWER SQUADRON 1992 (PGH)
 FZ0373'RECOVERED IN GOOD CONDITION.
 FZ0373
 FZ0373                          STATION RECOVERY (2003)
 FZ0373
 FZ0373'RECOVERY NOTE BY US POWER SQUADRON 2003 (GCL)
 FZ0373'UNABLE TO FIND.  NEW GAS LINE HAD BEEN INSTALLED THRU SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2063 ***********************************************************************
 FA2063  DESIGNATION -  BRENDA
 FA2063  PID         -  FA2063
 FA2063  STATE/COUNTY-  NC/STANLY
 FA2063  USGS QUAD   -  OAKBORO (1971)
 FA2063
 FA2063                         *CURRENT SURVEY CONTROL
 FA2063  ___________________________________________________________________
 FA2063* NAD 83(2001)-  35 13 23.08638(N)    080 18 12.11508(W)     ADJUSTED  
 FA2063* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 FA2063  ___________________________________________________________________
 FA2063  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 FA2063  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 FA2063  HORZ ORDER  -  SECOND
 FA2063
 FA2063.The horizontal coordinates were established by classical geodetic methods
 FA2063.and adjusted by the National Geodetic Survey in August 2005.
 FA2063
 FA2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2063
 FA2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2063
 FA2063.The geoid height was determined by GEOID03.
 FA2063
 FA2063;                    North         East     Units Scale Factor Converg.
 FA2063;SPC NC       -   164,187.451   490,961.715   MT  0.99987272   -0 45 08.1
 FA2063;SPC NC       -   538,671.66  1,610,763.56   sFT  0.99987272   -0 45 08.1
 FA2063;UTM  17      - 3,898,004.488   563,396.590   MT  0.99964953   +0 24 06.5
 FA2063
 FA2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2063!SPC NC       -   0.99998218  x   0.99987272  =   0.99985491
 FA2063!UTM  17      -   0.99998218  x   0.99964953  =   0.99963172
 FA2063
 FA2063:                Primary Azimuth Mark                     Grid Az
 FA2063:SPC NC       -  COY                                      103 52 37.7
 FA2063:UTM  17      -  COY                                      102 43 23.1
 FA2063
 FA2063|---------------------------------------------------------------------|
 FA2063| PID    Reference Object                     Distance      Geod. Az  |
 FA2063|                                                           dddmmss.s |
 FA2063| FA2061 COY                                 APPROX. 0.5 KM 1030729.6 |
 FA2063| FA2064 WDL 49 RESET                        107.150 METERS 24203     |
 FA2063|---------------------------------------------------------------------|
 FA2063
 FA2063                          SUPERSEDED SURVEY CONTROL
 FA2063
 FA2063  NAD 83(1986)-  35 13 23.09783(N)    080 18 12.12410(W) AD(       ) 2
 FA2063  NAD 27      -  35 13 22.57466(N)    080 18 12.89674(W) AD(       ) 2
 FA2063  NGVD 29 (07/19/86)  144.1    (m)          473.     (f) VERT ANG    3  
 FA2063
 FA2063.Superseded values are not recommended for survey control.
 FA2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2063.See file dsdata.txt to determine how the superseded data were derived.
 FA2063
 FA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6339798004(NAD 83)
 FA2063_MARKER: DE = TRAVERSE STATION DISK
 FA2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2063_STAMPING: BRENDA 1974
 FA2063_MARK LOGO: NCGS  
 FA2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2063+STABILITY: SURFACE MOTION
 FA2063
 FA2063  HISTORY     - Date     Condition        Report By
 FA2063  HISTORY     - 1974     MONUMENTED       NCGS
 FA2063
 FA2063                          STATION DESCRIPTION
 FA2063
 FA2063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2063'BRENDA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2063'IN THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2063'
 FA2063'BRENDA IS LOCATED APPROXIMATELY 1.2 MILES EAST OF OAKBORO, AND
 FA2063'4.4 MILES WEST OF AQUADALE.  TO REACH STATION FROM Y-INTERSECTION
 FA2063'OF NC 138 (AQUADALE ROAD) WITH NC 742 (MAIN STREET) AT EAST EDGE
 FA2063'OF DOWNTOWN OAKBORO, PROCEED EAST ALONG NC 138 FOR 1.25 MILES TO
 FA2063'STATION ON THE LEFT IN A YARD WITH A ONE STORY BRICK HOUSE (HELMS
 FA2063'RESIDENCE) AND NEAR METAL LAMP POST.  0.05 MILE EAST OF
 FA2063'INTERSECTION WITH SR 1953 (NORTH).
 FA2063'
 FA2063'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2063'BRENDA 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA2063'IS FLUSH WITH THE GROUND.
 FA2063'
 FA2063'MARK IS 133.5 FT N OF C/L OF NC 138
 FA2063'
 FA2063'10.0 FT E OF C/L OF DRIVEWAY
 FA2063'
 FA2063'41.0 FT SW OF NW CORNER OF BRICK HOUSE
 FA2063'
 FA2063'7.6 FT N OF METAL LAMP POST
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3612 ***********************************************************************
 EZ3612  DESIGNATION -  BRENDA
 EZ3612  PID         -  EZ3612
 EZ3612  STATE/COUNTY-  NC/MOORE
 EZ3612  USGS QUAD   -  ROBBINS (1977)
 EZ3612
 EZ3612                         *CURRENT SURVEY CONTROL
 EZ3612  ___________________________________________________________________
 EZ3612* NAD 83(2001)-  35 24 00.12461(N)    079 34 40.40200(W)     ADJUSTED  
 EZ3612* NAVD 88     -       164.7    (meters)     540.     (feet)  VERTCON   
 EZ3612  ___________________________________________________________________
 EZ3612  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 EZ3612  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EZ3612  HORZ ORDER  -  SECOND
 EZ3612
 EZ3612.The horizontal coordinates were established by classical geodetic methods
 EZ3612.and adjusted by the National Geodetic Survey in August 2005.
 EZ3612
 EZ3612.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3612
 EZ3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3612
 EZ3612.The geoid height was determined by GEOID03.
 EZ3612
 EZ3612;                    North         East     Units Scale Factor Converg.
 EZ3612;SPC NC       -   183,191.409   557,111.591   MT  0.99987593   -0 20 00.7
 EZ3612;SPC NC       -   601,020.48  1,827,790.28   sFT  0.99987593   -0 20 00.7
 EZ3612;UTM  17      - 3,918,335.350   629,139.613   MT  0.99980552   +0 49 26.1
 EZ3612
 EZ3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3612!SPC NC       -   0.99997900  x   0.99987593  =   0.99985493
 EZ3612!UTM  17      -   0.99997900  x   0.99980552  =   0.99978452
 EZ3612
 EZ3612|---------------------------------------------------------------------|
 EZ3612| PID    Reference Object                     Distance      Geod. Az  |
 EZ3612|                                                           dddmmss.s |
 EZ3612| EZ3609 CRISCO                              234.451 METERS 02741     |
 EZ3612| EZ3613 HOWARD                              APPROX. 0.9 KM 2000937.3 |
 EZ3612|---------------------------------------------------------------------|
 EZ3612
 EZ3612                          SUPERSEDED SURVEY CONTROL
 EZ3612
 EZ3612  NAD 83(1986)-  35 24 00.12892(N)    079 34 40.40593(W) AD(       ) 2
 EZ3612  NAD 27      -  35 23 59.59181(N)    079 34 41.27489(W) AD(       ) 2
 EZ3612  NGVD 29 (07/19/86)  164.9    (m)          541.     (f) VERT ANG    3  
 EZ3612
 EZ3612.Superseded values are not recommended for survey control.
 EZ3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3612.See file dsdata.txt to determine how the superseded data were derived.
 EZ3612
 EZ3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2914018335(NAD 83)
 EZ3612_MARKER: DE = TRAVERSE STATION DISK
 EZ3612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3612_STAMPING: BRENDA 1972
 EZ3612_MARK LOGO: NCGS  
 EZ3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3612+STABILITY: SURFACE MOTION
 EZ3612
 EZ3612  HISTORY     - Date     Condition        Report By
 EZ3612  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3612  HISTORY     - 19950719 MARK NOT FOUND   USPSQD
 EZ3612
 EZ3612                          STATION DESCRIPTION
 EZ3612
 EZ3612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3612'BRENDA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3612'VICINITY OF ROBBINS, NORTH CAROLINA.
 EZ3612'
 EZ3612'BRENDA IS LOCATED 2.4 MILES SSE OF ROBBINS AND 9.9 MILES WNW OF
 EZ3612'CARTHAGE.  TO REACH STATION FROM THE INTERSECTION OF SR 24-27 AND
 EZ3612'NC 705 AT ROBBINS CROSSROADS, PROCEED SOUTHWEST ALONG NC 705 FOR
 EZ3612'0.3 MILE TO STATION ON RIGHT, 0.2 MILE SOUTHWEST OF NORTHERN
 EZ3612'INTERSECTION WITH SR 1267, ON SHOULDER, NEAR NORTHEAST CORNER OF
 EZ3612'YARD OF ONE STORY BRICK DWELLING ON WEST SIDE OF HIGHWAY.
 EZ3612'
 EZ3612'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRENDA
 EZ3612'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ3612'INCHES BELOW THE GROUND.
 EZ3612'
 EZ3612'MARK IS
 EZ3612'14.8 FEET WNW OF C/L OF NC 705.
 EZ3612'19.3 FEET SSW OF CENTER OF S END OF CONCRETE CULVERT UNDER DRIVEWAY
 EZ3612'WEST.
 EZ3612'70.9 FEET SSE OF 3RD FENCE POST WEST FROM CORNER POST.
 EZ3612'84.0 FEET ENE OF SE CORNER OF PORCH OF BRICK DWELLING.
 EZ3612'71.0 FEET SE OF BASE OF 20 INCH PINE ON S SIDE OF DRIVEWAY.
 EZ3612
 EZ3612                          STATION RECOVERY (1995)
 EZ3612
 EZ3612'RECOVERY NOTE BY US POWER SQUADRON 1995
 EZ3612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4067 ***********************************************************************
 AH4067  DESIGNATION -  BRENDA
 AH4067  PID         -  AH4067
 AH4067  STATE/COUNTY-  NC/SURRY
 AH4067  USGS QUAD   -  DOBSON (1994)
 AH4067
 AH4067                         *CURRENT SURVEY CONTROL
 AH4067  ___________________________________________________________________
 AH4067* NAD 83(2007)-  36 23 41.45874(N)    080 44 52.80851(W)     ADJUSTED  
 AH4067* NAVD 88     -       382.36   (meters)    1254.5    (feet)  LEVELING  
 AH4067  ___________________________________________________________________
 AH4067  EPOCH DATE  -        2002.00
 AH4067  X           -     826,458.757 (meters)                     COMP
 AH4067  Y           -  -5,073,532.109 (meters)                     COMP
 AH4067  Z           -   3,763,755.703 (meters)                     COMP
 AH4067  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AH4067  ELLIP HEIGHT-         349.076 (meters)          (12/12/07) ADJUSTED
 AH4067  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AH4067  HORZ ORDER  -  FIRST
 AH4067  VERT ORDER  -  THIRD
 AH4067  ELLP ORDER  -  FOURTH    CLASS II
 AH4067
 AH4067.The horizontal coordinates were established by GPS observations
 AH4067.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in December 2007.
 AH4067
 AH4067.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4067.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4067.The horizontal coordinates are valid at the epoch date displayed above.
 AH4067.The epoch date for horizontal control is a decimal equivalence
 AH4067.of Year/Month/Day.
 AH4067
 AH4067.The orthometric height was determined by differential leveling.
 AH4067.The vertical network tie was performed by a horz. field party for horz.
 AH4067.obs reductions. Reset procedures were used to establish the elevation.
 AH4067
 AH4067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4067
 AH4067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4067
 AH4067.The ellipsoidal height was determined by GPS observations
 AH4067.and is referenced to NAD 83.
 AH4067
 AH4067.The geoid height was determined by GEOID03.
 AH4067
 AH4067;                    North         East     Units Scale Factor Converg.
 AH4067;SPC NC       -   294,795.475   452,781.146   MT  1.00007168   -1 00 32.0
 AH4067;SPC NC       -   967,174.82  1,485,499.48   sFT  1.00007168   -1 00 32.0
 AH4067;UTM  17      - 4,027,773.984   522,598.212   MT  0.99960629   +0 08 58.3
 AH4067
 AH4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4067!SPC NC       -   0.99994522  x   1.00007168  =   1.00001689
 AH4067!UTM  17      -   0.99994522  x   0.99960629  =   0.99955153
 AH4067
 AH4067                          SUPERSEDED SURVEY CONTROL
 AH4067
 AH4067  NAD 83(1986)-  36 23 41.46676(N)    080 44 52.81489(W) AD(       ) 1
 AH4067  NAD 83(2001)-  36 23 41.45906(N)    080 44 52.80844(W) AD(       ) 1
 AH4067  ELLIP H (11/30/05)  349.064  (m)                       GP(       ) 4 2
 AH4067  NAD 83(2001)-  36 23 41.45874(N)    080 44 52.80846(W) AD(       ) 2
 AH4067  NAD 83(1986)-  36 23 41.46657(N)    080 44 52.81479(W) AD(       ) 2
 AH4067  NGVD 29 (12/22/97)  382.51   (m)         1255.0    (f) LEVELING    3  
 AH4067
 AH4067.Superseded values are not recommended for survey control.
 AH4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4067.See file dsdata.txt to determine how the superseded data were derived.
 AH4067
 AH4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2259827774(NAD 83)
 AH4067_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4067_STAMPING: BRENDA 1986
 AH4067_MARK LOGO: NCGS  
 AH4067_PROJECTION: FLUSH
 AH4067_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4067+STABILITY: SURFACE MOTION
 AH4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4067+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2003
 AH4067
 AH4067  HISTORY     - Date     Condition        Report By
 AH4067  HISTORY     - 1986     MONUMENTED       NCGS
 AH4067  HISTORY     - 20030129 GOOD             NCGS
 AH4067
 AH4067                          STATION DESCRIPTION
 AH4067
 AH4067'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4067'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST OF DOBSON. ALONG SR
 AH4067'1001 FOR 2.3 KM (1.40 MI) WEST FROM THE COURTHOUSE, OR ABOUT 700-FEET
 AH4067'SOUTHEAST OF LITTLE VINE CHURCH, ACROSS SMALL DITCH IN EDGE OF
 AH4067'CULTIVATED FIELD. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD.
 AH4067'LOCATED 6.9 M (22.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD,
 AH4067'62.9 M (206.4 FT) WEST OF THE WEST END OF GRAVEL DRIVE CULVERT, 28.0 M
 AH4067'(91.9 FT) WEST-SOUTHWEST OF CONCRETE SIDEWALK TO 2-STORY WHITE FRAME
 AH4067'RESIDENCE, 57.9 M (190.0 FT) EAST-SOUTHEAST OF NORTHEAST CORNER OF
 AH4067'WHITE FRAME RESIDENCE, AND 30.9 M (101.4 FT) EAST-SOUTHEAST OF A
 AH4067'TELEPHONE PEDESTAL ATTACHED TO POWER POLE WITH TRANSFORMER AND
 AH4067'REFERENCE TAG.
 AH4067
 AH4067                          STATION RECOVERY (2003)
 AH4067
 AH4067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AH4067'GOOD AS DESCRIBED WITH THE FOLLOWING ADDITION, 103.0 FT (31.4 M)
 AH4067'SOUTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3487 ***********************************************************************
 FA3487  DESIGNATION -  BRENDLE
 FA3487  PID         -  FA3487
 FA3487  STATE/COUNTY-  NC/BURKE
 FA3487  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA3487
 FA3487                         *CURRENT SURVEY CONTROL
 FA3487  ___________________________________________________________________
 FA3487* NAD 83(2001)-  35 42 51.70053(N)    081 40 20.07353(W)     ADJUSTED  
 FA3487* NAVD 88     -       356.7    (meters)    1170.     (feet)  VERTCON   
 FA3487  ___________________________________________________________________
 FA3487  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FA3487  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FA3487  HORZ ORDER  -  SECOND
 FA3487
 FA3487.The horizontal coordinates were established by classical geodetic methods
 FA3487.and adjusted by the National Geodetic Survey in August 2005.
 FA3487
 FA3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3487
 FA3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3487
 FA3487.The geoid height was determined by GEOID03.
 FA3487
 FA3487;                    North         East     Units Scale Factor Converg.
 FA3487;SPC NC       -   221,163.577   367,848.256   MT  0.99990510   -1 32 32.4
 FA3487;SPC NC       -   725,600.84  1,206,848.82   sFT  0.99990510   -1 32 32.4
 FA3487;UTM  17      - 3,952,475.931   439,194.188   MT  0.99964556   -0 23 32.7
 FA3487
 FA3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3487!SPC NC       -   0.99994906  x   0.99990510  =   0.99985416
 FA3487!UTM  17      -   0.99994906  x   0.99964556  =   0.99959463
 FA3487
 FA3487:                Primary Azimuth Mark                     Grid Az
 FA3487:SPC NC       -  BRITTAIN                                 176 45 05.3
 FA3487:UTM  17      -  BRITTAIN                                 175 36 05.6
 FA3487
 FA3487|---------------------------------------------------------------------|
 FA3487| PID    Reference Object                     Distance      Geod. Az  |
 FA3487|                                                           dddmmss.s |
 FA3487| FA3486 BRITTAIN                            APPROX. 0.8 KM 1751232.9 |
 FA3487| FA3458 ENOLA                               278.885 METERS 35010     |
 FA3487|---------------------------------------------------------------------|
 FA3487
 FA3487                          SUPERSEDED SURVEY CONTROL
 FA3487
 FA3487  NAD 83(1995)-  35 42 51.70417(N)    081 40 20.07374(W) AD(       ) 2
 FA3487  NAD 83(1986)-  35 42 51.70543(N)    081 40 20.07416(W) AD(       ) 2
 FA3487  NAD 27      -  35 42 51.23741(N)    081 40 20.72918(W) AD(       ) 2
 FA3487  NGVD 29 (07/19/86)  356.9    (m)         1171.     (f) VERT ANG    3  
 FA3487
 FA3487.Superseded values are not recommended for survey control.
 FA3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3487.See file dsdata.txt to determine how the superseded data were derived.
 FA3487
 FA3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3919452476(NAD 83)
 FA3487_MARKER: DE = TRAVERSE STATION DISK
 FA3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3487_SP_SET: CONCRETE POST
 FA3487_STAMPING: BRENDLE 1975
 FA3487_MARK LOGO: NCGS  
 FA3487_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3487+STABILITY: SURFACE MOTION
 FA3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3487+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 FA3487
 FA3487  HISTORY     - Date     Condition        Report By
 FA3487  HISTORY     - 1975     MONUMENTED       NCGS
 FA3487  HISTORY     - 1975     GOOD             NCGS
 FA3487  HISTORY     - 19870101 GOOD             NCGS
 FA3487  HISTORY     - 20040422 GOOD             NCGS
 FA3487
 FA3487                          STATION DESCRIPTION
 FA3487
 FA3487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3487'BRENDLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3487'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3487'
 FA3487'BRENDLE IS LOCATED APPROXIMATELY 2.3 MILES SSE OF MORGANTON.  TO
 FA3487'REACH STATION FROM THE SR 1922 (ENOLA RD.) OVER PASS OF I-40 AT
 FA3487'MORGANTON, PROCEED SOUTH ALONG SR 1922 FOR 0.2 MILE TO STATION ON
 FA3487'LEFT BY POWER POLE, AT CORNER OF YARD OF BRENDLE RESIDENCE, AND
 FA3487'0.6 MILE NORTH OF CROSSROADS AT PETERSBURG COMMUNITY.
 FA3487'
 FA3487'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3487'BRENDLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3487'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3487'
 FA3487'MARK IS 17.5 FT E OF C/L OF SR 1922
 FA3487'
 FA3487'3.1 FT S OF S EDGE OF BRENDLE DRIVEWAY
 FA3487'
 FA3487'2.3 FT NNE OF PP WITH ALUMINUM REF. TAG
 FA3487'
 FA3487'101.4 FT WNW OF NW CORNER OF DUCKWORTHS BRICK RESIDENCE
 FA3487
 FA3487                          STATION RECOVERY (1975)
 FA3487
 FA3487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FA3487'RECOVERED IN GOOD CONDITION.
 FA3487
 FA3487                          STATION RECOVERY (1987)
 FA3487
 FA3487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3487'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 FA3487'THE LINES OF SIGHT ARE CLEAR.
 FA3487
 FA3487                          STATION RECOVERY (2004)
 FA3487
 FA3487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FA3487'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES.
 FA3487' 
 FA3487'THE ROAD HAS BEEN WIDENED TO 3 LANES AND THE BRENDLE RESIDENCE AND
 FA3487'DRIVE ARE GONE.  NEW REFERENCES WERE ADDED.
 FA3487' 
 FA3487'LOCATED 25.5 FT (7.8 M) EAST OF THE CENTERLINE OF SR 1922-ENOLA ROAD
 FA3487'AND 4.8 FT (1.5 M) NORTH-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4012 ***********************************************************************
 AH4012  DESIGNATION -  BRENDLE
 AH4012  PID         -  AH4012
 AH4012  STATE/COUNTY-  NC/SURRY
 AH4012  USGS QUAD   -  ELKIN NORTH (1994)
 AH4012
 AH4012                         *CURRENT SURVEY CONTROL
 AH4012  ___________________________________________________________________
 AH4012* NAD 83(2001)-  36 18 04.45248(N)    080 48 34.14029(W)     ADJUSTED  
 AH4012* NAVD 88     -       325.0    (meters)    1066.     (feet)  VERTCON   
 AH4012  ___________________________________________________________________
 AH4012  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AH4012  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AH4012  HORZ ORDER  -  SECOND
 AH4012
 AH4012.The horizontal coordinates were established by classical geodetic methods
 AH4012.and adjusted by the National Geodetic Survey in August 2005.
 AH4012
 AH4012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4012
 AH4012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4012
 AH4012.The geoid height was determined by GEOID03.
 AH4012
 AH4012;                    North         East     Units Scale Factor Converg.
 AH4012;SPC NC       -   284,507.659   447,076.695   MT  1.00004034   -1 02 39.8
 AH4012;SPC NC       -   933,422.21  1,466,784.12   sFT  1.00004034   -1 02 39.8
 AH4012;UTM  17      - 4,017,377.696   517,105.277   MT  0.99960360   +0 06 46.1
 AH4012
 AH4012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4012!SPC NC       -   0.99995423  x   1.00004034  =   0.99999457
 AH4012!UTM  17      -   0.99995423  x   0.99960360  =   0.99955785
 AH4012
 AH4012                          SUPERSEDED SURVEY CONTROL
 AH4012
 AH4012  NAD 83(1986)-  36 18 04.46061(N)    080 48 34.14700(W) AD(       ) 2
 AH4012  NGVD 29 (12/22/97)  325.2    (m)         1067.     (f) VERT ANG    3  
 AH4012
 AH4012.Superseded values are not recommended for survey control.
 AH4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4012.See file dsdata.txt to determine how the superseded data were derived.
 AH4012
 AH4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1710517378(NAD 83)
 AH4012_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4012_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4012+WITH SETTING: PAVEMENT
 AH4012_SP_SET: FLOOR OF OVERPASS
 AH4012_STAMPING: BRENDLE 1986
 AH4012_MARK LOGO: NCGS  
 AH4012_PROJECTION: FLUSH
 AH4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4012+STABILITY: SURFACE MOTION
 AH4012
 AH4012  HISTORY     - Date     Condition        Report By
 AH4012  HISTORY     - 1986     MONUMENTED       NCGS
 AH4012
 AH4012                          STATION DESCRIPTION
 AH4012
 AH4012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4012'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTH-NORTHEAST OF ELKIN,
 AH4012'AND 13.0 KM (8.05 MI) SOUTHWEST OF DOBSON. ALONG I-77 FOR 2.6 KM (1.60
 AH4012'MI) NORTH FROM THE SR 1138 (C.C. CAMP RD.) INTERCHANGE, AT THE SR 1131
 AH4012'(BRENDLE RD.) OVERPASS, IN NORTH EDGE OF CONCRETE BRIDGE FLOOR. MARK
 AH4012'IS FLUSH IN A DRILL HOLE AND LEVEL WITH ROAD.  LOCATED 3.7 M (12.1 FT)
 AH4012'NORTH OF THE CENTERLINE OF ROAD, 0.9 M (3.0 FT) SOUTH OF THE NORTH
 AH4012'BRIDGE RAIL, AND 28.7 M (94.2 FT) EAST OF THE WEST END OF NORTH BRIDGE
 AH4012'RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5656 ***********************************************************************
 AE5656  DESIGNATION -  BRENDLETOWN
 AE5656  PID         -  AE5656
 AE5656  STATE/COUNTY-  NC/MACON
 AE5656  USGS QUAD   -  CORBIN KNOB (1978)
 AE5656
 AE5656                         *CURRENT SURVEY CONTROL
 AE5656  ___________________________________________________________________
 AE5656* NAD 83(2007)-  35 14 06.69185(N)    083 20 33.59545(W)     ADJUSTED  
 AE5656* NAVD 88     -       653.0    (meters)    2142.     (feet)  VERTCON   
 AE5656  ___________________________________________________________________
 AE5656  EPOCH DATE  -        2002.00
 AE5656  X           -     604,688.354 (meters)                     COMP
 AE5656  Y           -  -5,180,757.310 (meters)                     COMP
 AE5656  Z           -   3,659,570.546 (meters)                     COMP
 AE5656  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AE5656  ELLIP HEIGHT-         624.668 (meters)          (02/10/07) ADJUSTED
 AE5656  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AE5656
 AE5656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5656  Type    PID    Designation                      North   East  Ellip
 AE5656  -------------------------------------------------------------------
 AE5656  NETWORK AE5656 BRENDLETOWN                       0.39   0.35   0.94
 AE5656  -------------------------------------------------------------------
 AE5656
 AE5656.The horizontal coordinates were established by GPS observations
 AE5656.and adjusted by the National Geodetic Survey in February 2007.
 AE5656
 AE5656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5656.The horizontal coordinates are valid at the epoch date displayed above.
 AE5656.The epoch date for horizontal control is a decimal equivalence
 AE5656.of Year/Month/Day.
 AE5656
 AE5656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5656
 AE5656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5656
 AE5656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5656
 AE5656.The ellipsoidal height was determined by GPS observations
 AE5656.and is referenced to NAD 83.
 AE5656
 AE5656.The geoid height was determined by GEOID03.
 AE5656
 AE5656;                    North         East     Units Scale Factor Converg.
 AE5656;SPC NC       -   173,396.087   214,481.315   MT  0.99987263   -2 30 23.2
 AE5656;SPC NC       -   568,883.66    703,677.45   sFT  0.99987263   -2 30 23.2
 AE5656;UTM  17      - 3,901,640.676   286,821.357   MT  1.00016010   -1 21 07.5
 AE5656
 AE5656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5656!SPC NC       -   0.99990196  x   0.99987263  =   0.99977460
 AE5656!UTM  17      -   0.99990196  x   1.00016010  =   1.00006204
 AE5656
 AE5656                          SUPERSEDED SURVEY CONTROL
 AE5656
 AE5656  NAD 83(2001)-  35 14 06.69176(N)    083 20 33.59576(W) AD(       ) 1
 AE5656  ELLIP H (03/13/03)  624.672  (m)                       GP(       ) 4 2
 AE5656  NAD 83(1995)-  35 14 06.69184(N)    083 20 33.59551(W) AD(       ) 1
 AE5656  NAD 83(1986)-  35 14 06.69721(N)    083 20 33.60257(W) AD(       ) 1
 AE5656  NGVD 29 (11/28/97)  653.1    (m)         2143.     (f) GPS OBS     3  
 AE5656
 AE5656.Superseded values are not recommended for survey control.
 AE5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5656.See file dsdata.txt to determine how the superseded data were derived.
 AE5656
 AE5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8682101641(NAD 83)
 AE5656_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5656_STAMPING: BRENDLETOWN 1994
 AE5656_MARK LOGO: NCGS  
 AE5656_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5656+STABILITY: SURFACE MOTION
 AE5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5656+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE5656
 AE5656  HISTORY     - Date     Condition        Report By
 AE5656  HISTORY     - 1994     MONUMENTED       NCGS
 AE5656
 AE5656                          STATION DESCRIPTION
 AE5656
 AE5656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5656'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH-NORTHEAST OF FRANKLIN,
 AE5656'IN THE BRENDLETOWN COMMUNITY. ALONG US 441-23 FOR 3.15 MI (5.07 KM)
 AE5656'NORTH FROM US 441 BUSINESS (IN EAST FRANKLIN), AT MOUNTAIN TERRACE
 AE5656'MOTEL ENTRANCE DRIVE, NEAR RIGHT-OF-WAY FENCE, OR 0.15 MI (0.24 KM)
 AE5656'NORTHEAST OF SR 1331 (BRENDLE ROAD). MARK IS ABOUT 3-FEET HIGHER THAN
 AE5656'HIGHWAY AND FLUSH WITH GROUND. LOCATED 69.5 FT (21.2 M)
 AE5656'NORTH-NORTHWEST OF THE CENTERLINE OF US 441 WEST BOUND LANE, 48.0 FT
 AE5656'(14.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF EAST DRIVE TO MOTEL,
 AE5656'53.5 FT (16.3 M) EAST-NORTHEAST OF THE CENTERLINE OF WEST DRIVE TO
 AE5656'MOTEL, 34.9 FT (10.6 M) SOUTHWEST OF THE EAST END OF CHAIN LINK FENCE
 AE5656'AND 34.3 FT (10.5 M) EAST OF THE WEST END, 31.2 FT (9.5 M)
 AE5656'SOUTH-SOUTHEAST OF THE MOTEL SIGN POST, 49.9 FT (15.2 M)
 AE5656'NORTH-NORTHEAST OF THE EAST END OF AN 18-INCH CORRUGATED METAL PIPE
 AE5656'DRIVEWAY CULVERT, 93.1 FT (28.4 M) EAST OF A RIGHT-OF-WAY MARKER, 62.9
 AE5656'FT (19.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF LOG CABIN, AND 80.8
 AE5656'FT (24.6 M) EAST OF A LIGHT POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4004 ***********************************************************************
 EZ4004  DESIGNATION -  BRENT
 EZ4004  PID         -  EZ4004
 EZ4004  STATE/COUNTY-  NC/GUILFORD
 EZ4004  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4004
 EZ4004                         *CURRENT SURVEY CONTROL
 EZ4004  ___________________________________________________________________
 EZ4004* NAD 83(2001)-  35 56 27.36450(N)    079 58 43.36031(W)     ADJUSTED  
 EZ4004* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 EZ4004  ___________________________________________________________________
 EZ4004  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 EZ4004  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 EZ4004  HORZ ORDER  -  SECOND
 EZ4004
 EZ4004.The horizontal coordinates were established by classical geodetic methods
 EZ4004.and adjusted by the National Geodetic Survey in August 2005.
 EZ4004
 EZ4004.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4004
 EZ4004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4004
 EZ4004.The geoid height was determined by GEOID03.
 EZ4004
 EZ4004;                    North         East     Units Scale Factor Converg.
 EZ4004;SPC NC       -   243,482.526   521,297.557   MT  0.99994481   -0 33 53.6
 EZ4004;SPC NC       -   798,825.59  1,710,290.40   sFT  0.99994481   -0 33 53.6
 EZ4004;UTM  17      - 3,977,879.173   592,116.452   MT  0.99970456   +0 35 58.2
 EZ4004
 EZ4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4004!SPC NC       -   0.99996607  x   0.99994481  =   0.99991088
 EZ4004!UTM  17      -   0.99996607  x   0.99970456  =   0.99967064
 EZ4004
 EZ4004:                Primary Azimuth Mark                     Grid Az
 EZ4004:SPC NC       -  SUPER                                    050 19 50.8
 EZ4004:UTM  17      -  SUPER                                    049 09 59.0
 EZ4004
 EZ4004|---------------------------------------------------------------------|
 EZ4004| PID    Reference Object                     Distance      Geod. Az  |
 EZ4004|                                                           dddmmss.s |
 EZ4004| EZ4054 SUPER                               APPROX. 0.8 KM 0494557.2 |
 EZ4004|---------------------------------------------------------------------|
 EZ4004
 EZ4004                          SUPERSEDED SURVEY CONTROL
 EZ4004
 EZ4004  NAD 83(1986)-  35 56 27.37082(N)    079 58 43.37001(W) AD(       ) 2
 EZ4004  NAD 27      -  35 56 26.87587(N)    079 58 44.23016(W) AD(       ) 2
 EZ4004  NGVD 29 (07/19/86)  247.4    (m)          812.     (f) VERT ANG    3  
 EZ4004
 EZ4004.Superseded values are not recommended for survey control.
 EZ4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4004.See file dsdata.txt to determine how the superseded data were derived.
 EZ4004
 EZ4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9211677879(NAD 83)
 EZ4004_MARKER: DE = TRAVERSE STATION DISK
 EZ4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4004_STAMPING: BRENT 1967
 EZ4004_MARK LOGO: NCGS  
 EZ4004_PROJECTION: FLUSH
 EZ4004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4004+STABILITY: SURFACE MOTION
 EZ4004
 EZ4004  HISTORY     - Date     Condition        Report By
 EZ4004  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4004  HISTORY     - 1967     GOOD             USPSQD
 EZ4004  HISTORY     - 19871001 GOOD             NCGS
 EZ4004  HISTORY     - 19940228 GOOD             NCGS
 EZ4004
 EZ4004                          STATION DESCRIPTION
 EZ4004
 EZ4004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4004'BRENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4004'VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4004'
 EZ4004'BRENT IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST OF THE
 EZ4004'INTERSECTION OF U.S. 29A AND U.S. 311 IN CENTER OF HIGH
 EZ4004'POINT.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4004'U.S. 311 (S. MAIN ST.) AND I-85, GO NORTHEAST ON I-85 FOR
 EZ4004'0.9 MILE TO BRENTWOOD ST. BRIDGE, AND STATION.  STATION IS
 EZ4004'LOCATED IN U FORMED BY CONCRETE CURB AND BRIDGE ABUTMENT ON
 EZ4004'SOUTHEAST CORNER OF BRENTWOOD ST. BRIDGE OVER I-85.
 EZ4004'
 EZ4004'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4004'BRENT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4004'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4004'
 EZ4004'MARK IS
 EZ4004'
 EZ4004'16.3 FT ENE OF C/L OF BRENTWOOD ST.
 EZ4004'
 EZ4004'14.6 FT NNE OF CAUTION SIGN ON E SIDE OF BRENTWOOD ST. WITH
 EZ4004'ALUMINUM REF. TAG
 EZ4004'
 EZ4004'40.4 FT NE OF CAUTION SIGN ON W SIDE OF BRENTWOOD ST. WITH
 EZ4004'ALUMINUM REF. TAG
 EZ4004'
 EZ4004'70.7 FT N OF PP WITH ALUMINUM REF. TAG
 EZ4004'
 EZ4004'2.9 FT E OF W SIDE OF CURB FORMING A U
 EZ4004'
 EZ4004'3.9 FT S OF SE CORNER OF END OF BRIDGE GUARD RAIL
 EZ4004
 EZ4004                          STATION RECOVERY (1967)
 EZ4004
 EZ4004'RECOVERY NOTE BY US POWER SQUADRON 1967 (DRB)
 EZ4004'RECOVERED IN GOOD CONDITION.
 EZ4004
 EZ4004                          STATION RECOVERY (1987)
 EZ4004
 EZ4004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 EZ4004'STATION FOUND GOOD AS DESCRIBED.
 EZ4004
 EZ4004                          STATION RECOVERY (1994)
 EZ4004
 EZ4004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ4004'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2469 ***********************************************************************
 EY2469  DESIGNATION -  BRENT
 EY2469  PID         -  EY2469
 EY2469  STATE/COUNTY-  NC/LENOIR
 EY2469  USGS QUAD   -  KINSTON (1983)
 EY2469
 EY2469                         *CURRENT SURVEY CONTROL
 EY2469  ___________________________________________________________________
 EY2469* NAD 83(2001)-  35 17 38.52494(N)    077 33 56.04379(W)     ADJUSTED  
 EY2469* NAVD 88     -        23.261  (meters)      76.32   (feet)  ADJUSTED  
 EY2469  ___________________________________________________________________
 EY2469  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 EY2469  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 EY2469  DYNAMIC HT  -          23.240 (meters)      76.25  (feet)  COMP
 EY2469  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 EY2469
 EY2469  HORZ ORDER  -  SECOND
 EY2469  VERT ORDER  -  SECOND    CLASS I
 EY2469
 EY2469.The horizontal coordinates were established by classical geodetic methods
 EY2469.and adjusted by the National Geodetic Survey in August 2005.
 EY2469
 EY2469.The orthometric height was determined by differential leveling
 EY2469.and adjusted in August 2000.
 EY2469
 EY2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2469
 EY2469.The geoid height was determined by GEOID03.
 EY2469
 EY2469.The dynamic height is computed by dividing the NAVD 88
 EY2469.geopotential number by the normal gravity value computed on the
 EY2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2469.degrees latitude (g = 980.6199 gals.).
 EY2469
 EY2469.The modeled gravity was interpolated from observed gravity values.
 EY2469
 EY2469;                    North         East     Units Scale Factor Converg.
 EY2469;SPC NC       -   172,222.285   740,056.641   MT  0.99987286   +0 49 40.5
 EY2469;SPC NC       -   565,032.61  2,428,002.50   sFT  0.99987286   +0 49 40.5
 EY2469;UTM  18      - 3,908,670.232   266,702.125   MT  1.00027081   -1 28 58.7
 EY2469
 EY2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2469!SPC NC       -   1.00000201  x   0.99987286  =   0.99987487
 EY2469!UTM  18      -   1.00000201  x   1.00027081  =   1.00027282
 EY2469
 EY2469:                Primary Azimuth Mark                     Grid Az
 EY2469:SPC NC       -  RAYMOND                                  293 33 48.0
 EY2469:UTM  18      -  RAYMOND                                  295 52 27.2
 EY2469
 EY2469|---------------------------------------------------------------------|
 EY2469| PID    Reference Object                     Distance      Geod. Az  |
 EY2469|                                                           dddmmss.s |
 EY2469| EY2491 RAYMOND                             APPROX. 1.0 KM 2942328.5 |
 EY2469|---------------------------------------------------------------------|
 EY2469
 EY2469                          SUPERSEDED SURVEY CONTROL
 EY2469
 EY2469  NAD 83(1986)-  35 17 38.53397(N)    077 33 56.05166(W) AD(       ) 2
 EY2469  NAD 27      -  35 17 37.94184(N)    077 33 57.16705(W) AD(       ) 2
 EY2469  NAVD 88 (09/16/98)   23.27   (m)           76.3    (f) LEVELING    3  
 EY2469  NGVD 29 (07/19/86)   23.6    (m)           77.     (f) VERT ANG    3  
 EY2469
 EY2469.Superseded values are not recommended for survey control.
 EY2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2469.See file dsdata.txt to determine how the superseded data were derived.
 EY2469
 EY2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6670208670(NAD 83)
 EY2469_MARKER: DE = TRAVERSE STATION DISK
 EY2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2469_STAMPING: BRENT 1967
 EY2469_MARK LOGO: NCGS  
 EY2469_PROJECTION: FLUSH
 EY2469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2469+STABILITY: SURFACE MOTION
 EY2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2469+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 EY2469
 EY2469  HISTORY     - Date     Condition        Report By
 EY2469  HISTORY     - 1967     MONUMENTED       NCGS
 EY2469  HISTORY     - 1979     GOOD             NCGS
 EY2469  HISTORY     - 1981     GOOD             NC2450
 EY2469  HISTORY     - 19870329 GOOD             USPSQD
 EY2469  HISTORY     - 19910226 GOOD             NCGS
 EY2469  HISTORY     - 19960919 GOOD             NCGS
 EY2469  HISTORY     - 20050206 GOOD             USPSQD
 EY2469
 EY2469                          STATION DESCRIPTION
 EY2469
 EY2469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2469'BRENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2469'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2469'BRENT IS LOCATED APPROXIMATELY 2.0 MILES NNE OF KINSTON, N. C. AND
 EY2469'3.8 MILES SW OF GRAINGERS.  TO REACH STATION PROCEED FROM THE
 EY2469'INTERSECTION OF SR 1745 (CUNNINGHAM RD.) AND NC 91, SOUTHEAST
 EY2469'ON SR 1745 FOR 0.6 MILE TO BRENTWOOD HOUSING DEVELOPMENT, AND
 EY2469'STATION.  STATION IS AT WEST END OF WEST BRICK ENTRANCE TO
 EY2469'BRENTWOOD SUBDIVISION OPPOSITE LENOIR NURSING HOME.
 EY2469'
 EY2469'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2469'BRENT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2469'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2469'
 EY2469'MARK IS
 EY2469'
 EY2469'25.2 FT N OF C/L OF INTERSECTION OF DRIVEWAY TO LENOIR
 EY2469'NURSING HOME AND SR 1745
 EY2469'
 EY2469'3.2 FT W OF SW CORNER OF W BRICK ENTRANCE TO BRENTWOOD SUBDIVISION
 EY2469'
 EY2469'40.6 FT SE OF PP ANCHOR POST WITH ALUMINUM REF. TAG
 EY2469'
 EY2469'71.1 FT SW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2469'
 EY2469'68.0 FT NE OF PP 2-1/2 WITH ALUMINUM REF TAG
 EY2469'
 EY2469'5.9 FT NW OF PP 3 WITH ALUMINUM REF. TAG
 EY2469
 EY2469                          STATION RECOVERY (1979)
 EY2469
 EY2469'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2469'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2469
 EY2469                          STATION RECOVERY (1981)
 EY2469
 EY2469'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY2469'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2469
 EY2469                          STATION RECOVERY (1987)
 EY2469
 EY2469'RECOVERY NOTE BY US POWER SQUADRON 1987 (PLG)
 EY2469'RECOVERED IN GOOD CONDITION.
 EY2469
 EY2469                          STATION RECOVERY (1991)
 EY2469
 EY2469'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2469'RECOVERED AS DESCRIBED. MARK IS ACROSS FROM AND ON THE PROLONGED
 EY2469'CENTERLINE OF THE NORTH ENTRANCE OF THE GUARDIAN CARE NURSING HOME.
 EY2469
 EY2469                          STATION RECOVERY (1996)
 EY2469
 EY2469'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY2469'RECOVERED AS DESCRIBED,BUT A COMPLETE UPDATED DESCRIPTION FOLLOWS.
 EY2469'ALONG SR 1745---CUNNINGHAM ROAD--- FOR 0.6 MI (1.0 KM) SOUTHEAST FROM
 EY2469'NC 58. STATION IS A STANDARD NCGS BRASS TRAVERSE DISK STAMPED---BRENT
 EY2469'1967---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT, THE TOP OF WHICH
 EY2469'IS RECESSED 2 INCHES BELOW THE GROUND, AND ON THE PROLONGATION OF THE
 EY2469'WESTERNMOST DRIVE TO THE GUARDIAN CARE NURSING HOME. LOCATED 25.2 FT
 EY2469'(7.7 M) NORTHEAST OF THE CENTERLINE INTERSECTION OF THE DRIVE TO
 EY2469'GUARDIAN CARE NURSING HOME AND SR 1745, 3.2 FT (1.0 M) WEST-NORTHWEST
 EY2469'OF THE SOUTHWEST CORNER OF THE WESTERN BRICK COLUMN ENTRANCE TO
 EY2469'BRENTWOOD SUBDIVISION, 28.9 FT (8.8 M) NORTHWEST OF THE WESTERNMOST OF
 EY2469'4 WATER VALVES IN THE ENTRANCE TO BRENTWOOD SUBDIVISION, 38.7 FT (11.8
 EY2469'M) SOUTHEAST OF A BRACE POLE AND 71.5 FT (21.8 M) SOUTHWEST OF A POWER
 EY2469'POLE WITH TRANSFORMER AND LIGHT, BOTH WITH REFERENCE TAGS.
 EY2469
 EY2469                          STATION RECOVERY (2005)
 EY2469
 EY2469'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1653 ***********************************************************************
 FZ1653  DESIGNATION -  BRENT
 FZ1653  PID         -  FZ1653
 FZ1653  STATE/COUNTY-  NC/FORSYTH
 FZ1653  USGS QUAD   -  VIENNA (1986)
 FZ1653
 FZ1653                         *CURRENT SURVEY CONTROL
 FZ1653  ___________________________________________________________________
 FZ1653* NAD 83(2001)-  36 12 22.44208(N)    080 25 06.57186(W)     ADJUSTED  
 FZ1653* NAVD 88     -       268.5    (meters)     881.     (feet)  VERTCON   
 FZ1653  ___________________________________________________________________
 FZ1653  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FZ1653  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 FZ1653  HORZ ORDER  -  SECOND
 FZ1653
 FZ1653.The horizontal coordinates were established by classical geodetic methods
 FZ1653.and adjusted by the National Geodetic Survey in August 2005.
 FZ1653
 FZ1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1653
 FZ1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1653
 FZ1653.The geoid height was determined by GEOID03.
 FZ1653
 FZ1653;                    North         East     Units Scale Factor Converg.
 FZ1653;SPC NC       -   273,395.617   482,041.466   MT  1.00001128   -0 49 07.4
 FZ1653;SPC NC       -   896,965.45  1,581,497.71   sFT  1.00001128   -0 49 07.4
 FZ1653;UTM  17      - 4,006,979.898   552,273.392   MT  0.99963367   +0 20 36.6
 FZ1653
 FZ1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1653!SPC NC       -   0.99996310  x   1.00001128  =   0.99997438
 FZ1653!UTM  17      -   0.99996310  x   0.99963367  =   0.99959678
 FZ1653
 FZ1653|---------------------------------------------------------------------|
 FZ1653| PID    Reference Object                     Distance      Geod. Az  |
 FZ1653|                                                           dddmmss.s |
 FZ1653| FZ1654 BUTNER                              264.438 METERS 09737     |
 FZ1653| FZ1657 CHEEK                               346.517 METERS 30428     |
 FZ1653|---------------------------------------------------------------------|
 FZ1653
 FZ1653                          SUPERSEDED SURVEY CONTROL
 FZ1653
 FZ1653  NAD 83(1993)-  36 12 22.44987(N)    080 25 06.58194(W) AD(       ) 2
 FZ1653  NAD 83(1986)-  36 12 22.45056(N)    080 25 06.58066(W) AD(       ) 2
 FZ1653  NAD 27      -  36 12 21.95610(N)    080 25 07.38597(W) AD(       ) 2
 FZ1653  NGVD 29 (07/19/86)  268.7    (m)          882.     (f) VERT ANG    3  
 FZ1653
 FZ1653.Superseded values are not recommended for survey control.
 FZ1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1653.See file dsdata.txt to determine how the superseded data were derived.
 FZ1653
 FZ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5227306980(NAD 83)
 FZ1653_MARKER: DE = TRAVERSE STATION DISK
 FZ1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1653_STAMPING: BRENT 1970
 FZ1653_MARK LOGO: NCGS  
 FZ1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1653+STABILITY: SURFACE MOTION
 FZ1653
 FZ1653  HISTORY     - Date     Condition        Report By
 FZ1653  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1653  HISTORY     - 20031101 POOR             USPSQD
 FZ1653
 FZ1653                          STATION DESCRIPTION
 FZ1653
 FZ1653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1653'BRENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1653'VICINITY OF DOZIER, NORTH CAROLINA.
 FZ1653'
 FZ1653'BRENT IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF DOZIER AND 3.4
 FZ1653'MILES SOUTHWEST OF TOBACCOVILLE.  TO REACH STATION PROCEED FROM THE
 FZ1653'INTERSECTION OF NC 65 AND NC 67 APPROXIMATELY 8 MILES WEST OF
 FZ1653'WINSTON SALEM, GO WEST ON NC 67 FOR 2.4 MILES TO INTERSECTION OF SR
 FZ1653'1467 (JOYCE NORMAN RD.) AND NC 67, CONTINUE WEST ON NC 67 FOR
 FZ1653'1.35 MILES TO STATION ON LEFT IN GRASSY AREA DIRECTLY IN FRONT OF
 FZ1653'THE BRENT APARTMENTS, AND 0.05 MILE EAST OF INTERSECTION OF NC
 FZ1653'67 AND SR 1470.
 FZ1653'
 FZ1653'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRENT
 FZ1653'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FZ1653'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1653'
 FZ1653'MARK IS
 FZ1653'31.5 FEET SSW OF C/L OF NC 67.
 FZ1653'58.8 FEET NW OF ALUMINUM REF. TAG IN PP NO. 144 W/TRANSFORMER AND
 FZ1653'DUSK TILL DAWN LIGHT.
 FZ1653'9.6 FEET E OF NE CORNER OF BRENT APARTMENTS SIGN (BRICK).
 FZ1653'13.8 FEET NE OF SE CORNER OF BRENT APARTMENTS SIGN (BRICK).
 FZ1653'61.9 FEET NNW OF NE CORNER OF BRICK APARTMENT HOUSE.
 FZ1653'13.6 FEET NNE OF CENTER OF WATER METER COVER.
 FZ1653
 FZ1653                          STATION RECOVERY (2003)
 FZ1653
 FZ1653'RECOVERY NOTE BY US POWER SQUADRON 2003 (JC)
 FZ1653'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4046 ***********************************************************************
 AH4046  DESIGNATION -  BRENT
 AH4046  PID         -  AH4046
 AH4046  STATE/COUNTY-  NC/SURRY
 AH4046  USGS QUAD   -  DOBSON (1994)
 AH4046
 AH4046                         *CURRENT SURVEY CONTROL
 AH4046  ___________________________________________________________________
 AH4046* NAD 83(2001)-  36 24 10.79986(N)    080 42 05.25338(W)     ADJUSTED  
 AH4046* NAVD 88     -       330.2    (meters)    1083.     (feet)  VERTCON   
 AH4046  ___________________________________________________________________
 AH4046  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AH4046  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AH4046  HORZ ORDER  -  SECOND
 AH4046
 AH4046.The horizontal coordinates were established by classical geodetic methods
 AH4046.and adjusted by the National Geodetic Survey in August 2005.
 AH4046
 AH4046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4046
 AH4046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4046
 AH4046.The geoid height was determined by GEOID03.
 AH4046
 AH4046;                    North         East     Units Scale Factor Converg.
 AH4046;SPC NC       -   295,627.272   456,971.794   MT  1.00007454   -0 58 55.3
 AH4046;SPC NC       -   969,903.81  1,499,248.29   sFT  1.00007454   -0 58 55.3
 AH4046;UTM  17      - 4,028,689.935   526,769.239   MT  0.99960883   +0 10 37.8
 AH4046
 AH4046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4046!SPC NC       -   0.99995341  x   1.00007454  =   1.00002795
 AH4046!UTM  17      -   0.99995341  x   0.99960883  =   0.99956226
 AH4046
 AH4046                          SUPERSEDED SURVEY CONTROL
 AH4046
 AH4046  NAD 83(1986)-  36 24 10.80725(N)    080 42 05.25908(W) AD(       ) 2
 AH4046  NGVD 29 (12/22/97)  330.4    (m)         1084.     (f) VERT ANG    3  
 AH4046
 AH4046.Superseded values are not recommended for survey control.
 AH4046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4046.See file dsdata.txt to determine how the superseded data were derived.
 AH4046
 AH4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2676928690(NAD 83)
 AH4046_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4046_STAMPING: BRENT 1986
 AH4046_MARK LOGO: NCGS  
 AH4046_PROJECTION: FLUSH
 AH4046_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4046+STABILITY: SURFACE MOTION
 AH4046
 AH4046  HISTORY     - Date     Condition        Report By
 AH4046  HISTORY     - 1986     MONUMENTED       NCGS
 AH4046
 AH4046                          STATION DESCRIPTION
 AH4046
 AH4046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4046'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST-NORTHEAST OF DOBSON.
 AH4046'ALONG US 601 BYPASS FOR 1.3 KM (0.80 MI) NORTH OF THE SR 1100 (ATKINS
 AH4046'ST.) INTERCHANGE, IN WEST SHOULDER. MARK IS RECESSED 1 INCH BELOW
 AH4046'GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 6.7 M (22.0 FT)
 AH4046'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 3.0 M (9.8 FT)
 AH4046'EAST-SOUTHEAST OF CENTERLINE OF CONCRETE DRAINAGE DITCH, 86.6 M (284.1
 AH4046'FT) SOUTH-SOUTHWEST OF SOUTH END OF FIELD ROAD CULVERT, AND 41.5 M
 AH4046'(136.2 FT) NORTHEAST OF SOUTH END OF CONCRETE DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7485 ***********************************************************************
 AE7485  DESIGNATION -  BRENTWOOD
 AE7485  PID         -  AE7485
 AE7485  STATE/COUNTY-  NC/WAKE
 AE7485  USGS QUAD   -  RALEIGH EAST (1993)
 AE7485
 AE7485                         *CURRENT SURVEY CONTROL
 AE7485  ___________________________________________________________________
 AE7485* NAD 83(2001)-  35 50 04.37515(N)    078 36 07.79189(W)     ADJUSTED  
 AE7485* NAVD 88     -        82.404  (meters)     270.35   (feet)  ADJUSTED  
 AE7485  ___________________________________________________________________
 AE7485  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 AE7485  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AE7485  DYNAMIC HT  -          82.333 (meters)     270.12  (feet)  COMP
 AE7485  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 AE7485
 AE7485  HORZ ORDER  -  SECOND
 AE7485  VERT ORDER  -  SECOND    CLASS II
 AE7485
 AE7485.The horizontal coordinates were established by classical geodetic methods
 AE7485.and adjusted by the National Geodetic Survey in August 2005.
 AE7485
 AE7485.The orthometric height was determined by differential leveling
 AE7485.and adjusted in September 1998.
 AE7485
 AE7485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7485
 AE7485.The geoid height was determined by GEOID03.
 AE7485
 AE7485.The dynamic height is computed by dividing the NAVD 88
 AE7485.geopotential number by the normal gravity value computed on the
 AE7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7485.degrees latitude (g = 980.6199 gals.).
 AE7485
 AE7485.The modeled gravity was interpolated from observed gravity values.
 AE7485
 AE7485;                    North         East     Units Scale Factor Converg.
 AE7485;SPC NC       -   231,315.769   645,543.499   MT  0.99992421   +0 13 46.6
 AE7485;SPC NC       -   758,908.49  2,117,920.63   sFT  0.99992421   +0 13 46.6
 AE7485;UTM  17      - 3,968,251.875   716,581.785   MT  1.00017805   +1 24 15.7
 AE7485
 AE7485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7485!SPC NC       -   0.99999224  x   0.99992421  =   0.99991645
 AE7485!UTM  17      -   0.99999224  x   1.00017805  =   1.00017028
 AE7485
 AE7485                          SUPERSEDED SURVEY CONTROL
 AE7485
 AE7485  NAD 83(1986)-  35 50 04.37919(N)    078 36 07.80125(W) AD(       ) 2
 AE7485  NGVD 29 (02/27/98)   82.68   (m)          271.3    (f) LEVELING    3  
 AE7485
 AE7485.Superseded values are not recommended for survey control.
 AE7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7485.See file dsdata.txt to determine how the superseded data were derived.
 AE7485
 AE7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1658268252(NAD 83)
 AE7485_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7485_SP_SET: SIDEWALK
 AE7485_STAMPING: BRENTWOOD 1987
 AE7485_MARK LOGO: NCGS  
 AE7485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7485+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 AE7485
 AE7485  HISTORY     - Date     Condition        Report By
 AE7485  HISTORY     - 1987     MONUMENTED       NCGS
 AE7485  HISTORY     - 19870101 GOOD             NCGS
 AE7485  HISTORY     - 20051212 GOOD             USPSQD
 AE7485  HISTORY     - 20070422 MARK NOT FOUND   GEOCAC
 AE7485
 AE7485                          STATION DESCRIPTION
 AE7485
 AE7485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7485'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTH-NORTHEAST OF CAPITAL
 AE7485'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 1.8 KM (1.10 MI) NORTH
 AE7485'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO NEW HOPE CHURCH ROAD, IN
 AE7485'THE SIDEWALK OF THE SOUTHEAST QUADRANT. MARK IS LEVEL WITH ROAD.
 AE7485'LOCATED 5.5 M (18.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 AE7485'LANE, 1.2 M (3.9 FT) SOUTHWEST OF A SIGNAL CONTROL COVER, 9.5 M (31.2
 AE7485'FT) NORTH-NORTHEAST OF A FIRE HYDRANT, 5.4 M (17.7 FT) WEST-NORTHWEST
 AE7485'OF A GUY WIRE BASE, AND 6.8 M (22.3 FT) WEST-SOUTHWEST OF A SIGNAL
 AE7485'SUPPORT POST WITH A REFERENCE TAG.
 AE7485
 AE7485                          STATION RECOVERY (1987)
 AE7485
 AE7485'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7485'RECOVERED AS DESCRIBED.
 AE7485
 AE7485                          STATION RECOVERY (2005)
 AE7485
 AE7485'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AE7485'RECOVERED IN GOOD CONDITION.
 AE7485
 AE7485                          STATION RECOVERY (2007)
 AE7485
 AE7485'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AE7485'A TURN LANE HAS BEEN ADDED TO NORTHBOUND ATLANTIC AVENUE, AND THE
 AE7485'SIDEWALK IS NEWLY CONSTRUCTED. THE STATION APPEARS TO HAVE BEEN LOST
 AE7485'TO THESE IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI4377 ***********************************************************************
 AI4377  DESIGNATION -  BRETAR
 AI4377  PID         -  AI4377
 AI4377  STATE/COUNTY-  NC/MITCHELL
 AI4377  USGS QUAD   -  CARVERS GAP (1994)
 AI4377
 AI4377                         *CURRENT SURVEY CONTROL
 AI4377  ___________________________________________________________________
 AI4377* NAD 83(2007)-  36 00 56.00906(N)    082 04 49.91824(W)     ADJUSTED  
 AI4377* NAVD 88     -       874.4    (meters)    2869.     (feet)  GPS OBS   
 AI4377  ___________________________________________________________________
 AI4377  EPOCH DATE  -        2002.00
 AI4377  X           -     711,731.106 (meters)                     COMP
 AI4377  Y           -  -5,116,400.024 (meters)                     COMP
 AI4377  Z           -   3,730,084.381 (meters)                     COMP
 AI4377  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AI4377  ELLIP HEIGHT-         843.919 (meters)          (02/10/07) ADJUSTED
 AI4377  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AI4377
 AI4377  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI4377  Type    PID    Designation                      North   East  Ellip
 AI4377  -------------------------------------------------------------------
 AI4377  NETWORK AI4377 BRETAR                            1.22   1.12   1.76
 AI4377  -------------------------------------------------------------------
 AI4377
 AI4377.The horizontal coordinates were established by GPS observations
 AI4377.and adjusted by the National Geodetic Survey in February 2007.
 AI4377
 AI4377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI4377.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI4377.The horizontal coordinates are valid at the epoch date displayed above.
 AI4377.The epoch date for horizontal control is a decimal equivalence
 AI4377.of Year/Month/Day.
 AI4377
 AI4377.The orthometric height was determined by GPS observations and a
 AI4377.high-resolution geoid model.
 AI4377
 AI4377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4377
 AI4377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4377
 AI4377.The ellipsoidal height was determined by GPS observations
 AI4377.and is referenced to NAD 83.
 AI4377
 AI4377.The geoid height was determined by GEOID03.
 AI4377
 AI4377;                    North         East     Units Scale Factor Converg.
 AI4377;SPC NC       -   255,635.172   331,958.888   MT  0.99996133   -1 46 40.8
 AI4377;SPC NC       -   838,696.39  1,089,101.79   sFT  0.99996133   -1 46 40.8
 AI4377;UTM  17      - 3,986,213.975   402,631.479   MT  0.99971682   -0 38 07.5
 AI4377
 AI4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4377!SPC NC       -   0.99986757  x   0.99996133  =   0.99982890
 AI4377!UTM  17      -   0.99986757  x   0.99971682  =   0.99958442
 AI4377
 AI4377                          SUPERSEDED SURVEY CONTROL
 AI4377
 AI4377  NAD 83(2001)-  36 00 56.00919(N)    082 04 49.91816(W) AD(       ) 1
 AI4377  ELLIP H (03/13/03)  843.918  (m)                       GP(       ) 4 2
 AI4377  NAD 83(1986)-  36 00 56.01789(N)    082 04 49.92330(W) AD(       ) 1
 AI4377
 AI4377.Superseded values are not recommended for survey control.
 AI4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI4377.See file dsdata.txt to determine how the superseded data were derived.
 AI4377
 AI4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0263186214(NAD 83)
 AI4377_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI4377_SP_SET: BRIDGE WINGWALL
 AI4377_STAMPING: BRETAR 1998
 AI4377_MARK LOGO: NCGS  
 AI4377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4377+STABILITY: SURFACE MOTION
 AI4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4377+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI4377
 AI4377  HISTORY     - Date     Condition        Report By
 AI4377  HISTORY     - 1998     MONUMENTED       NCGS
 AI4377  HISTORY     - 20050811 GOOD             STANTI
 AI4377
 AI4377                          STATION DESCRIPTION
 AI4377
 AI4377'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AI4377'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST OF BAKERSVILLE AND 7.0
 AI4377'MI (11.3 KM) NORTH OF SPRUCE PINE.
 AI4377'PROCEED ALONG SR 1211-CANE CREEK ROAD FOR 4.5 MI (7.2 KM) EAST FROM NC
 AI4377'226, THENCE SOUTHEAST FOR 0.8 MI (1.3 KM) ALONG SR 1241-LEDFORD ROAD,
 AI4377'IN THE WING WALL AT THE SOUTHWEST CORNER OF BRIDGE.
 AI4377'MARK IS ABOUT LEVEL WITH SR 1241 AND FLUSH WITH GROUND.  LOCATED 13.0
 AI4377'FT (4.0 M) WEST-SOUTHWEST OF THE CENTRLINE OF SR 1241, 17.0 FT (5.2 M)
 AI4377'EAST OF THE EAST MOST 4-INCH STEEL POLE AT DRIVEWAY ENTRANCE.
 AI4377
 AI4377                          STATION RECOVERY (2005)
 AI4377
 AI4377'RECOVERY NOTE BY STANTEC CONSULTING INC. 2005 (MJW)
 AI4377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2393 ***********************************************************************
 FA2393  DESIGNATION -  BREVARD
 FA2393  PID         -  FA2393
 FA2393  STATE/COUNTY-  NC/MECKLENBURG
 FA2393  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA2393
 FA2393                         *CURRENT SURVEY CONTROL
 FA2393  ___________________________________________________________________
 FA2393* NAD 83(2001)-  35 13 56.81744(N)    080 49 47.59742(W)     ADJUSTED  
 FA2393* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 FA2393  ___________________________________________________________________
 FA2393  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 FA2393  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA2393  HORZ ORDER  -  SECOND
 FA2393
 FA2393.The horizontal coordinates were established by classical geodetic methods
 FA2393.and adjusted by the National Geodetic Survey in August 2005.
 FA2393
 FA2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2393
 FA2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2393
 FA2393.The geoid height was determined by GEOID03.
 FA2393
 FA2393;                    North         East     Units Scale Factor Converg.
 FA2393;SPC NC       -   165,983.012   443,058.502   MT  0.99987265   -1 03 22.2
 FA2393;SPC NC       -   544,562.60  1,453,601.10   sFT  0.99987265   -1 03 22.2
 FA2393;UTM  17      - 3,898,834.558   515,478.967   MT  0.99960295   +0 05 53.3
 FA2393
 FA2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2393!SPC NC       -   0.99997074  x   0.99987265  =   0.99984340
 FA2393!UTM  17      -   0.99997074  x   0.99960295  =   0.99957371
 FA2393
 FA2393:                Primary Azimuth Mark                     Grid Az
 FA2393:SPC NC       -  BANK                                     244 39 39.4
 FA2393:UTM  17      -  BANK                                     243 30 23.9
 FA2393
 FA2393|---------------------------------------------------------------------|
 FA2393| PID    Reference Object                     Distance      Geod. Az  |
 FA2393|                                                           dddmmss.s |
 FA2393| FA2430 BANK                                APPROX. 1.5 KM 2433617.2 |
 FA2393|---------------------------------------------------------------------|
 FA2393
 FA2393                          SUPERSEDED SURVEY CONTROL
 FA2393
 FA2393  NAD 83(1986)-  35 13 56.83431(N)    080 49 47.60572(W) AD(       ) 2
 FA2393  NAD 27      -  35 13 56.31710(N)    080 49 48.35187(W) AD(       ) 2
 FA2393  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG    3  
 FA2393
 FA2393.Superseded values are not recommended for survey control.
 FA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2393.See file dsdata.txt to determine how the superseded data were derived.
 FA2393
 FA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1547998835(NAD 83)
 FA2393_MARKER: DE = TRAVERSE STATION DISK
 FA2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2393_STAMPING: BREVARD 1962
 FA2393_MARK LOGO: NCGS  
 FA2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2393+STABILITY: SURFACE MOTION
 FA2393
 FA2393  HISTORY     - Date     Condition        Report By
 FA2393  HISTORY     - 1962     MONUMENTED       NCGS
 FA2393  HISTORY     - 1984     GOOD             LOCENG
 FA2393  HISTORY     - 1990     GOOD             USPSQD
 FA2393  HISTORY     - 19990127 GOOD             USPSQD
 FA2393  HISTORY     - 20041111 POOR             INDIV
 FA2393
 FA2393                          STATION DESCRIPTION
 FA2393
 FA2393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2393'BREVARD IS N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN
 FA2393'CHARLOTTE, NORTH CAROLINA, APPROXIMATELY 1511 METERS E X NE OF
 FA2393'N. C. TRAVERSE STATION BANK WHICH IS LOCATED ON TOP OF THE NORTH
 FA2393'CAROLINA NATIONAL BANK BUILDING.
 FA2393'
 FA2393'STATION IS 1 MILE EXNE OF THE CENTER OF CHARLOTTE, JUST SOUTH
 FA2393'OF THE INTERSECTION OF THE SOUTHERN RAILROAD AND SEABOARD AIR
 FA2393'LINE RR, AND 150 FT N OF BREVARD ST, ON THE E SIDE OF THE
 FA2393'SEABOARD AIR LINE RR.
 FA2393'
 FA2393'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2393'BREVARD 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2393'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2393'
 FA2393'MARK IS
 FA2393'
 FA2393'246.0 FT S OF 8X8 MILE POST 330
 FA2393'
 FA2393'204.80 FT N OF C/L OF BREVARD ST. AND SPUR TRACK
 FA2393'
 FA2393'20.30 FT E OF E RAIL OF MAIN LINE - SEABOARD
 FA2393'
 FA2393'7.20 FT E OF E RAIL OF SPUR TRACK
 FA2393'
 FA2393'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2393
 FA2393                          STATION RECOVERY (1984)
 FA2393
 FA2393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MM)
 FA2393'BREVARD 1962 RECOVERED GOOD.
 FA2393'
 FA2393'RECOVERED AS DESCRIBED EXCEPT FOR DIRECTION - DISK IS NW NOT N
 FA2393'OF BREVARD ST (STREET RUNS NE/SW) - DISK IS NE NOT E OF
 FA2393'RAILS (RAILS RUN NW/SE) - NO WITNESS POST.
 FA2393
 FA2393                          STATION RECOVERY (1990)
 FA2393
 FA2393'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2393'RECOVERED IN GOOD CONDITION.
 FA2393
 FA2393                          STATION RECOVERY (1999)
 FA2393
 FA2393'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2393'RECOVERED IN GOOD CONDITION.
 FA2393
 FA2393                          STATION RECOVERY (2004)
 FA2393
 FA2393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ)
 FA2393'THE CAP HAS BEEN REMOVED, BUT THE STEM AND CONCRETE BASE STILL REMAIN.
 FA2393'THE SPUR TRACK MENTIONED IN THE DESCRIPTION IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5581 ***********************************************************************
 AH5581  DESIGNATION -  BREVARD
 AH5581  PID         -  AH5581
 AH5581  STATE/COUNTY-  NC/BUNCOMBE
 AH5581  USGS QUAD   -  ASHEVILLE (1991)
 AH5581
 AH5581                         *CURRENT SURVEY CONTROL
 AH5581  ___________________________________________________________________
 AH5581* NAD 83(2001)-  35 33 49.47521(N)    082 35 37.98231(W)     ADJUSTED  
 AH5581* NAVD 88     -       633.800  (meters)    2079.39   (feet)  ADJUSTED  
 AH5581  ___________________________________________________________________
 AH5581  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AH5581  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 AH5581  DYNAMIC HT  -         633.157 (meters)    2077.28  (feet)  COMP
 AH5581  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 AH5581
 AH5581  HORZ ORDER  -  SECOND
 AH5581  VERT ORDER  -  SECOND    CLASS II
 AH5581
 AH5581.The horizontal coordinates were established by classical geodetic methods
 AH5581.and adjusted by the National Geodetic Survey in August 2005.
 AH5581
 AH5581.The orthometric height was determined by differential leveling
 AH5581.and adjusted in November 2000.
 AH5581
 AH5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5581
 AH5581.The geoid height was determined by GEOID03.
 AH5581
 AH5581.The dynamic height is computed by dividing the NAVD 88
 AH5581.geopotential number by the normal gravity value computed on the
 AH5581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5581.degrees latitude (g = 980.6199 gals.).
 AH5581
 AH5581.The modeled gravity was interpolated from observed gravity values.
 AH5581
 AH5581;                    North         East     Units Scale Factor Converg.
 AH5581;SPC NC       -   207,096.238   283,895.978   MT  0.99988737   -2 04 27.4
 AH5581;SPC NC       -   679,448.24    931,415.39   sFT  0.99988737   -2 04 27.4
 AH5581;UTM  17      - 3,936,731.656   355,553.934   MT  0.99985712   -0 55 37.8
 AH5581
 AH5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5581!SPC NC       -   0.99990520  x   0.99988737  =   0.99979258
 AH5581!UTM  17      -   0.99990520  x   0.99985712  =   0.99976233
 AH5581
 AH5581                          SUPERSEDED SURVEY CONTROL
 AH5581
 AH5581  NAD 83(1986)-  35 33 49.48244(N)    082 35 37.98220(W) AD(       ) 2
 AH5581  NGVD 29 (11/25/98)  633.7    (m)         2079.     (f) VERT ANG    3  
 AH5581
 AH5581.Superseded values are not recommended for survey control.
 AH5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5581.See file dsdata.txt to determine how the superseded data were derived.
 AH5581
 AH5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5555436732(NAD 83)
 AH5581_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5581_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5581_SP_SET: BRIDGE WHEELGUARD
 AH5581_STAMPING: BREVARD 1985
 AH5581_MARK LOGO: NCGS  
 AH5581_PROJECTION: FLUSH
 AH5581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5581+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1998
 AH5581
 AH5581  HISTORY     - Date     Condition        Report By
 AH5581  HISTORY     - 1985     MONUMENTED       NCGS
 AH5581  HISTORY     - 19981214 GOOD             NCGS
 AH5581
 AH5581                          STATION DESCRIPTION
 AH5581
 AH5581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH5581'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHWEST OF ASHEVILLE, IN
 AH5581'WEST ASHEVILLE AT THE SOUTHWEST CORNER OF THE NC 191 (BREVARD ROAD)
 AH5581'OVERPASS BRIDGE OF I-240, NEAR THE NATIONAL GUARD ARMORY. STATION IS A
 AH5581'STANDARD NCGS DISK STAMPED---BREVARD 1985---, SET INTO CONCRETE BRIDGE
 AH5581'WALK. LOCATED 4.97 M (16.31 FT) WEST FROM THE CENTERLINE OF BRIDGE,
 AH5581'0.61 M (2.00 FT) EAST OF THE CONCRETE BRIDGE RAIL, AND 2.26 M (7.41
 AH5581'FT) NORTH FROM THE SOUTHWEST CORNER OF THE BRIDGE. MARK IS 1 FOOT
 AH5581'ABOVE ROAD.
 AH5581
 AH5581                          STATION RECOVERY (1998)
 AH5581
 AH5581'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5581'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8028 ***********************************************************************
 DF8028  DESIGNATION -  BREW
 DF8028  PID         -  DF8028
 DF8028  STATE/COUNTY-  NC/CABARRUS
 DF8028  USGS QUAD   -  CONCORD (1987)
 DF8028
 DF8028                         *CURRENT SURVEY CONTROL
 DF8028  ___________________________________________________________________
 DF8028* NAD 83(2007)-  35 27 34.33946(N)    080 36 31.91611(W)     ADJUSTED  
 DF8028* NAVD 88     -       216.3    (meters)     710.     (feet)  GPS OBS   
 DF8028  ___________________________________________________________________
 DF8028  EPOCH DATE  -        2002.00
 DF8028  X           -     848,691.754 (meters)                     COMP
 DF8028  Y           -  -5,131,458.849 (meters)                     COMP
 DF8028  Z           -   3,679,620.009 (meters)                     COMP
 DF8028  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DF8028  ELLIP HEIGHT-         185.543 (meters)          (02/10/07) ADJUSTED
 DF8028  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DF8028
 DF8028  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8028  Type    PID    Designation                      North   East  Ellip
 DF8028  -------------------------------------------------------------------
 DF8028  NETWORK DF8028 BREW                              1.25   1.02   1.23
 DF8028  -------------------------------------------------------------------
 DF8028
 DF8028.The horizontal coordinates were established by GPS observations
 DF8028.and adjusted by the National Geodetic Survey in February 2007.
 DF8028
 DF8028.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8028.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8028.The horizontal coordinates are valid at the epoch date displayed above.
 DF8028.The epoch date for horizontal control is a decimal equivalence
 DF8028.of Year/Month/Day.
 DF8028
 DF8028.The orthometric height was determined by GPS observations and a
 DF8028.high-resolution geoid model.
 DF8028
 DF8028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8028
 DF8028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8028
 DF8028.The ellipsoidal height was determined by GPS observations
 DF8028.and is referenced to NAD 83.
 DF8028
 DF8028.The geoid height was determined by GEOID03.
 DF8028
 DF8028;                    North         East     Units Scale Factor Converg.
 DF8028;SPC NC       -   190,823.009   463,580.703   MT  0.99987914   -0 55 42.9
 DF8028;SPC NC       -   626,058.49  1,520,931.02   sFT  0.99987914   -0 55 42.9
 DF8028;UTM  17      - 3,924,076.378   535,491.063   MT  0.99961552   +0 13 36.9
 DF8028
 DF8028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8028!SPC NC       -   0.99997088  x   0.99987914  =   0.99985002
 DF8028!UTM  17      -   0.99997088  x   0.99961552  =   0.99958641
 DF8028
 DF8028                          SUPERSEDED SURVEY CONTROL
 DF8028
 DF8028  NAD 83(1986)-  35 27 34.35270(N)    080 36 31.92376(W) AD(       ) 1
 DF8028  NAD 83(2001)-  35 27 34.33969(N)    080 36 31.91634(W) AD(       ) 1
 DF8028  ELLIP H (09/17/03)  185.547  (m)                       GP(       ) 4 2
 DF8028
 DF8028.Superseded values are not recommended for survey control.
 DF8028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8028.See file dsdata.txt to determine how the superseded data were derived.
 DF8028
 DF8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3549124076(NAD 83)
 DF8028_MARKER: DD = SURVEY DISK
 DF8028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8028_STAMPING: BREW 1991
 DF8028_MARK LOGO: NC1040
 DF8028_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8028+STABILITY: SURFACE MOTION
 DF8028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8028+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 DF8028
 DF8028  HISTORY     - Date     Condition        Report By
 DF8028  HISTORY     - 1991     MONUMENTED       CONE+S
 DF8028  HISTORY     - 20000524 GOOD             NCGS
 DF8028  HISTORY     - 20001202 GOOD             NCGS
 DF8028
 DF8028                          STATION DESCRIPTION
 DF8028
 DF8028'DESCRIBED BY CONCORD ENGINEERING AND SURVEY 1991
 DF8028'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH-NORTHWEST OF CONCORD.
 DF8028'ALONG US 29/601 CANNON BLVD. FOR 0.9 MI (1.4 KM) NORTH FROM I-85 (EXIT
 DF8028'58) ON THE WEST SIDE OF ROAD, AT THE NORTHEASTERN CORNER OF THE
 DF8028'HILLBISH FORD DEALERSHIP.
 DF8028'MARK IS ABOUT LEVEL WITH CANNON BLVD. LOCATED 28.5 FT (8.7 M) WEST OF
 DF8028'THE CENTERLINE OF THE SOUTHBOUND LANES OF US 29 (CANNON BLVD.), 56.5
 DF8028'FT (17.2 M) SOUTH OF THE CENTERLINE OF VIRGINIA STREET, 69.0 FT (21.0
 DF8028'M) NORTH OF THE NORTHWESTERN CORNER OF A CONCRETE PAD OF A SMALL SIGN,
 DF8028'41.4 FT (12.6 M) EAST OF NORTHEASTERN CORNER OF ASPHALT OF THE FORD
 DF8028'DEALERSHIP, 39.8 FT (12.1 M) SOUTH OF A POWER POLE WITH A REFERENCE
 DF8028'TAG.
 DF8028
 DF8028                          STATION RECOVERY (2000)
 DF8028
 DF8028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8028'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF
 DF8028'KANNAPOLIS. ALONG US 29-SOUTH (CANNON BOULEVARD) FOR 0.9 MI (1.4 KM)
 DF8028'NORTH FROM THE I-85 UNDERPASS (EXIT 58), ON THE WEST SIDE OF THE ROAD,
 DF8028'IN THE NORTHEAST CORNER OF THE HILBISH FORD PROPERTY. MARK IS ABOUT
 DF8028'LEVEL WITH US 29 AND IS RECESSED 1-INCH BELOW GROUND. LOCATED 29.0 FT
 DF8028'(8.8 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US 29, 58.0
 DF8028'FT (17.7 M) SOUTH OF THE CENTERLINE OF VIRGINIA STREET, AND 39.8 FT
 DF8028'(12.1 M) SOUTH OF A POWER POLE--WITH A REFERENCE TAG.
 DF8028
 DF8028                          STATION RECOVERY (2000)
 DF8028
 DF8028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (PAC)
 DF8028'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH-NORTHWEST OF CONCORD.
 DF8028'ALONG US 29/601 CANNON BLVD. FOR 0.9 MI (1.4 KM) NORTH FROM I-85 (EXIT
 DF8028'58) ON THE WEST SIDE OF ROAD, AT THE NORTHEASTERN CORNER OF THE
 DF8028'HILLBISH FORD DEALERSHIP. MARK IS ABOUT LEVEL WITH CANNON BLVD.
 DF8028'LOCATED 28.5 FT (8.7 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DF8028'OF US 29 (CANNON BLVD.), 56.5 FT (17.2 M) SOUTH OF THE CENTERLINE OF
 DF8028'VIRGINIA STREET, 69.0 FT (21.0 M) NORTH OF THE NORTHWESTERN CORNER OF
 DF8028'A CONCRETE PAD OF A SMALL SIGN, 41.4 FT (12.6 M) EAST OF NORTHEASTERN
 DF8028'CORNER OF ASPHALT OF THE FORD DEALERSHIP, 39.8 FT (12.1 M) SOUTH OF A
 DF8028'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1107 ***********************************************************************
 FA1107  DESIGNATION -  BREWER
 FA1107  PID         -  FA1107
 FA1107  STATE/COUNTY-  NC/STANLY
 FA1107  USGS QUAD   -  NEW LONDON (1994)
 FA1107
 FA1107                         *CURRENT SURVEY CONTROL
 FA1107  ___________________________________________________________________
 FA1107* NAD 83(2001)-  35 26 55.30446(N)    080 10 52.77081(W)     ADJUSTED  
 FA1107* NAVD 88     -       221.191  (meters)     725.69   (feet)  ADJUSTED  
 FA1107  ___________________________________________________________________
 FA1107  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 FA1107  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA1107  DYNAMIC HT  -         220.997 (meters)     725.05  (feet)  COMP
 FA1107  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 FA1107
 FA1107  HORZ ORDER  -  SECOND
 FA1107  VERT ORDER  -  SECOND    CLASS II
 FA1107
 FA1107.The horizontal coordinates were established by classical geodetic methods
 FA1107.and adjusted by the National Geodetic Survey in August 2005.
 FA1107
 FA1107.The orthometric height was determined by differential leveling
 FA1107.and adjusted in June 1991.
 FA1107
 FA1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1107
 FA1107.The geoid height was determined by GEOID03.
 FA1107
 FA1107.The dynamic height is computed by dividing the NAVD 88
 FA1107.geopotential number by the normal gravity value computed on the
 FA1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1107.degrees latitude (g = 980.6199 gals.).
 FA1107
 FA1107.The modeled gravity was interpolated from observed gravity values.
 FA1107
 FA1107;                    North         East     Units Scale Factor Converg.
 FA1107;SPC NC       -   189,074.883   502,367.756   MT  0.99987848   -0 40 54.6
 FA1107;SPC NC       -   620,323.18  1,648,184.88   sFT  0.99987848   -0 40 54.6
 FA1107;UTM  17      - 3,923,111.414   574,296.170   MT  0.99966802   +0 28 29.4
 FA1107
 FA1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1107!SPC NC       -   0.99997004  x   0.99987848  =   0.99984852
 FA1107!UTM  17      -   0.99997004  x   0.99966802  =   0.99963807
 FA1107
 FA1107:                Primary Azimuth Mark                     Grid Az
 FA1107:SPC NC       -  WHITLEY                                  104 45 36.9
 FA1107:UTM  17      -  WHITLEY                                  103 36 12.9
 FA1107
 FA1107|---------------------------------------------------------------------|
 FA1107| PID    Reference Object                     Distance      Geod. Az  |
 FA1107|                                                           dddmmss.s |
 FA1107| FA1108 WHITLEY                             APPROX. 0.9 KM 1040442.3 |
 FA1107| FA1106 METHODIST                           391.574 METERS 30820     |
 FA1107|---------------------------------------------------------------------|
 FA1107
 FA1107                          SUPERSEDED SURVEY CONTROL
 FA1107
 FA1107  NAD 83(1986)-  35 26 55.31531(N)    080 10 52.77904(W) AD(       ) 2
 FA1107  NAD 27      -  35 26 54.80931(N)    080 10 53.58255(W) AD(       ) 2
 FA1107  NGVD 29 (??/??/92)  221.450  (m)          726.54   (f) ADJ UNCH    2 2
 FA1107
 FA1107.Superseded values are not recommended for survey control.
 FA1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1107.See file dsdata.txt to determine how the superseded data were derived.
 FA1107
 FA1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7429623111(NAD 83)
 FA1107_MARKER: DD = SURVEY DISK
 FA1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1107_STAMPING: BREWER 1974
 FA1107
 FA1107  HISTORY     - Date     Condition        Report By
 FA1107  HISTORY     - UNK      MONUMENTED
 FA1107  HISTORY     - 1974     GOOD             NCGS
 FA1107
 FA1107                          STATION DESCRIPTION
 FA1107
 FA1107'DESCRIBED UNK
 FA1107'2.2 MI E FROM NEW LONDON.
 FA1107'BREWER IS LOCATED APPROXIMATELY 6.9 MILES NORTH ALBEMARLE.  TO REACH
 FA1107'STATION FROM THE INTERSECTION OF NC 740 WITH US 52 IN NEW LONDON,
 FA1107'PROCEED EASTERLY ALONG NC 740 FOR 2.45 MILES TO STATION ON THE RIGHT
 FA1107'NEAR THE NORTH CORNER OF A YARD WITH A ONE STORY WHITE SHINGLED HOUSE
 FA1107'(BREWER RESIDENCE), AND 0.1 MILE WEST OF THE INTERSECTION WITH SR
 FA1107'1520.  44.4 FT. SW OF C/L OF NC 740, 105.2 FT. NW OF C/L OF GRAVELED
 FA1107'DRIVEWAY LEADING TO A ONE STORY WHITE SHINGLED HOUSE, 74.4 FT. NORTH
 FA1107'OF NORTH CORNER OF SHINGLED HOUSE, 109.0 FT. SSE OF PP NO. N 50 WITH
 FA1107'ALUMINUM REF. TAG, 69.6 FT. SE OF TP WITH ALUMINUM REF. TAG, 117.9 FT.
 FA1107'NW OF SERVICE POLE ON SE SIDE OF DRIVEWAY WITH ALUMINUM REF. TAG. DISK
 FA1107'IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FA1107'GROUND.
 FA1107
 FA1107                          STATION RECOVERY (1974)
 FA1107
 FA1107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1107'BREWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1107'THE VICINITY OF NEW LONDON, NORTH CAROLINA.
 FA1107'
 FA1107'BREWER IS LOCATED APPROXIMATELY 2.2 MILES EAST OF NEW LONDON,
 FA1107'AND 6.9 MILES NORTH OF ALBEMARLE.  TO REACH STATION FROM THE
 FA1107'INTERSECTION OF NC 740 WITH U.S. 52 IN NEW LONDON, PROCEED EASTERLY
 FA1107'ALONG NC 740 FOR 2.45 MILES TO STATION ON THE RIGHT NEAR THE NORTH
 FA1107'CORNER OF A YARD WITH A ONE STORY WHITE SHINGLED HOUSE (BREWER
 FA1107'RESIDENCE).  AND 0.1 MILE WEST OF THE INTERSECTION WITH SR 1520.
 FA1107'
 FA1107'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1107'BREWER 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1107'WHICH IS FLUSH WITH THE GROUND.
 FA1107'
 FA1107'MARK IS 44.4 FT SW OF C/L OF NC 740
 FA1107'
 FA1107'105.2 FT NW OF C/L OF GRAVELED DRIVEWAY LEADING TO A ONE STORY
 FA1107'WHITE SHINGLED HOUSE
 FA1107'
 FA1107'74.4 FT N OF NORTH CORNER OF SHINGLED HOUSE
 FA1107'
 FA1107'109.0 FT SSE OF PP N 50 WITH ALUMINUM REF. TAG
 FA1107'
 FA1107'69.6 FT SE OF TP WITH ALUMINUM REF. TAG
 FA1107'
 FA1107'117.9 FT NW OF SERVICE POLE ON SE SIDE OF DRIVEWAY WITH ALUMINUM
 FA1107'REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3645 ***********************************************************************
 EZ3645  DESIGNATION -  BREWER
 EZ3645  PID         -  EZ3645
 EZ3645  STATE/COUNTY-  NC/MOORE
 EZ3645  USGS QUAD   -  ZION GROVE (1981)
 EZ3645
 EZ3645                         *CURRENT SURVEY CONTROL
 EZ3645  ___________________________________________________________________
 EZ3645* NAD 83(2001)-  35 22 14.06162(N)    079 35 40.42510(W)     ADJUSTED  
 EZ3645* NAVD 88     -       173.7    (meters)     570.     (feet)  VERTCON   
 EZ3645  ___________________________________________________________________
 EZ3645  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 EZ3645  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ3645  HORZ ORDER  -  SECOND
 EZ3645
 EZ3645.The horizontal coordinates were established by classical geodetic methods
 EZ3645.and adjusted by the National Geodetic Survey in August 2005.
 EZ3645
 EZ3645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3645
 EZ3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3645
 EZ3645.The geoid height was determined by GEOID03.
 EZ3645
 EZ3645;                    North         East     Units Scale Factor Converg.
 EZ3645;SPC NC       -   179,932.085   555,577.620   MT  0.99987473   -0 20 35.4
 EZ3645;SPC NC       -   590,327.18  1,822,757.57   sFT  0.99987473   -0 20 35.4
 EZ3645;UTM  17      - 3,915,045.951   627,671.881   MT  0.99980088   +0 48 49.2
 EZ3645
 EZ3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3645!SPC NC       -   0.99997758  x   0.99987473  =   0.99985232
 EZ3645!UTM  17      -   0.99997758  x   0.99980088  =   0.99977847
 EZ3645
 EZ3645:                Primary Azimuth Mark                     Grid Az
 EZ3645:SPC NC       -  BEANS                                    015 51 16.6
 EZ3645:UTM  17      -  BEANS                                    014 41 52.0
 EZ3645
 EZ3645|---------------------------------------------------------------------|
 EZ3645| PID    Reference Object                     Distance      Geod. Az  |
 EZ3645|                                                           dddmmss.s |
 EZ3645| EZ3636 BEANS                               APPROX. 0.5 KM 0153041.2 |
 EZ3645| EZ3643 ADOLPHUS                            387.731 METERS 17726     |
 EZ3645|---------------------------------------------------------------------|
 EZ3645
 EZ3645                          SUPERSEDED SURVEY CONTROL
 EZ3645
 EZ3645  NAD 83(1986)-  35 22 14.06680(N)    079 35 40.42921(W) AD(       ) 2
 EZ3645  NAD 27      -  35 22 13.52678(N)    079 35 41.29840(W) AD(       ) 2
 EZ3645  NGVD 29 (07/19/86)  173.9    (m)          571.     (f) VERT ANG    3  
 EZ3645
 EZ3645.Superseded values are not recommended for survey control.
 EZ3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3645.See file dsdata.txt to determine how the superseded data were derived.
 EZ3645
 EZ3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2767215046(NAD 83)
 EZ3645_MARKER: DE = TRAVERSE STATION DISK
 EZ3645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3645_STAMPING: BREWER 1972
 EZ3645_MARK LOGO: NCGS  
 EZ3645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3645+STABILITY: SURFACE MOTION
 EZ3645
 EZ3645  HISTORY     - Date     Condition        Report By
 EZ3645  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3645  HISTORY     - 1985     GOOD             USPSQD
 EZ3645
 EZ3645                          STATION DESCRIPTION
 EZ3645
 EZ3645'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3645'BREWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3645'VICINITY OF ROBBINS, NORTH CAROLINA.
 EZ3645'
 EZ3645'BREWER IS LOCATED APPROXIMATELY 4.6 MILES SOUTH OF ROBBINS AND 9.9
 EZ3645'MILES NORTHEAST OF CANDOR.  TO REACH STATION FROM THE INTERSECTION
 EZ3645'OF NC 24-27 AND NC 705 AT ROBBINS CROSSROADS, PROCEED SOUTHWEST
 EZ3645'ALONG NC 705 FOR 2.65 MILES TO STATION ON RIGHT, 0.15 MILE SOUTH OF
 EZ3645'INTERSECTION WITH SR 1268, ON HIGHWAY R/W, APPROXIMATELY 2
 EZ3645'FEET LOWER THAN SURFACE OF HIGHWAY, AND APPROXIMATELY 175 FEET WEST
 EZ3645'OF FRONT DOOR TO J. E. BREWERS RESIDENCE.
 EZ3645'
 EZ3645'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BREWER
 EZ3645'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3645'FLUSH WITH THE GROUND.
 EZ3645'
 EZ3645'MARK IS
 EZ3645'25.8 FEET W OF C/L OF NC 705.
 EZ3645'18.0 FEET NNE OF C/L OF WOODS ROAD WEST.
 EZ3645'48.8 FEET E OF 8 INCH OAK ON N SIDE OF WOODS ROAD.
 EZ3645'47.3 FEET ENE OF 6 INCH OAK ON S SIDE OF WOODS ROAD.
 EZ3645'69.0 FEET SSW OF PROJECTED C/L INTERSECTION OF N DRIVEWAY TO
 EZ3645'BREWER RESIDENCE AND NC 705.
 EZ3645
 EZ3645                          STATION RECOVERY (1985)
 EZ3645
 EZ3645'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ3645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4090 ***********************************************************************
 EZ4090  DESIGNATION -  BREWER
 EZ4090  PID         -  EZ4090
 EZ4090  STATE/COUNTY-  NC/WILSON
 EZ4090  USGS QUAD   -  BAILEY (1981)
 EZ4090
 EZ4090                         *CURRENT SURVEY CONTROL
 EZ4090  ___________________________________________________________________
 EZ4090* NAD 83(2001)-  35 45 18.03945(N)    078 06 55.09356(W)     ADJUSTED  
 EZ4090* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 EZ4090  ___________________________________________________________________
 EZ4090  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EZ4090  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EZ4090  HORZ ORDER  -  SECOND
 EZ4090
 EZ4090.The horizontal coordinates were established by classical geodetic methods
 EZ4090.and adjusted by the National Geodetic Survey in August 2005.
 EZ4090
 EZ4090.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4090
 EZ4090.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4090
 EZ4090.The geoid height was determined by GEOID03.
 EZ4090
 EZ4090;                    North         East     Units Scale Factor Converg.
 EZ4090;SPC NC       -   222,775.861   689,606.506   MT  0.99991107   +0 30 38.2
 EZ4090;SPC NC       -   730,890.47  2,262,484.01   sFT  0.99991107   +0 30 38.2
 EZ4090;UTM  17      - 3,960,614.692   760,827.806   MT  1.00043840   +1 41 11.5
 EZ4090
 EZ4090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4090!SPC NC       -   0.99999162  x   0.99991107  =   0.99990269
 EZ4090!UTM  17      -   0.99999162  x   1.00043840  =   1.00043001
 EZ4090
 EZ4090|---------------------------------------------------------------------|
 EZ4090| PID    Reference Object                     Distance      Geod. Az  |
 EZ4090|                                                           dddmmss.s |
 EZ4090| EZ4089 BISSETTE                            259.758 METERS 18341     |
 EZ4090| EZ4088 TEDDER                              338.522 METERS 32319     |
 EZ4090|---------------------------------------------------------------------|
 EZ4090
 EZ4090                          SUPERSEDED SURVEY CONTROL
 EZ4090
 EZ4090  NAD 83(1986)-  35 45 18.04708(N)    078 06 55.10511(W) AD(       ) 2
 EZ4090  NAD 27      -  35 45 17.47975(N)    078 06 56.13307(W) AD(       ) 2
 EZ4090  NGVD 29 (07/19/86)   88.2    (m)          289.     (f) VERT ANG    3  
 EZ4090
 EZ4090.Superseded values are not recommended for survey control.
 EZ4090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4090.See file dsdata.txt to determine how the superseded data were derived.
 EZ4090
 EZ4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6082860615(NAD 83)
 EZ4090_MARKER: DE = TRAVERSE STATION DISK
 EZ4090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4090_STAMPING: BREWER 1972
 EZ4090_MARK LOGO: NCGS  
 EZ4090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4090+STABILITY: SURFACE MOTION
 EZ4090
 EZ4090  HISTORY     - Date     Condition        Report By
 EZ4090  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4090
 EZ4090                          STATION DESCRIPTION
 EZ4090
 EZ4090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4090'BREWER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4090'VICINITY OF BAILEY, NORTH CAROLINA.
 EZ4090'
 EZ4090'BREWER IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF BAILEY AND 3.0
 EZ4090'MILES WEST OF SIMS.  TO REACH STATION FROM THE INTERSECTION OF NC
 EZ4090'581 WITH US 264 IN BAILEY, PROCEED SOUTH ALONG NC 581 FOR 1.9 MILES
 EZ4090'TO STATION ON LEFT, IN OLD ROADBED, APPROXIMATELY 300 FEET SOUTH
 EZ4090'OF SAND HILL CHURCH AND AT APPROXIMATELY 175 FEET ENE OF BREWER
 EZ4090'RESIDENCE.
 EZ4090'
 EZ4090'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BREWER
 EZ4090'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4090'INCH BELOW THE GROUND.
 EZ4090'
 EZ4090'MARK IS
 EZ4090'51.2 FEET E OF C/L OF NC 581.
 EZ4090'22.4 FEET SSW OF EASTERNMOST SIGNPOST WITH ALUMINUM REF. TAG.
 EZ4090'45.2 FEET S OF 8 INCH POPLAR TREE WITH ALUMINUM REF. TAG.
 EZ4090'31.1 FEET ESE OF E END OF CULVERT UNDER NC 581.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5117 ***********************************************************************
 EZ5117  DESIGNATION -  BREWER
 EZ5117  PID         -  EZ5117
 EZ5117  STATE/COUNTY-  NC/WAKE
 EZ5117  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5117
 EZ5117                         *CURRENT SURVEY CONTROL
 EZ5117  ___________________________________________________________________
 EZ5117* NAD 83(2001)-  35 50 24.95246(N)    078 40 39.28436(W)     ADJUSTED  
 EZ5117* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 EZ5117  ___________________________________________________________________
 EZ5117  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 EZ5117  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EZ5117  HORZ ORDER  -  SECOND
 EZ5117
 EZ5117.The horizontal coordinates were established by classical geodetic methods
 EZ5117.and adjusted by the National Geodetic Survey in August 2005.
 EZ5117
 EZ5117.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5117
 EZ5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5117
 EZ5117.The geoid height was determined by GEOID03.
 EZ5117
 EZ5117;                    North         East     Units Scale Factor Converg.
 EZ5117;SPC NC       -   231,925.216   638,728.170   MT  0.99992523   +0 11 09.9
 EZ5117;SPC NC       -   760,907.98  2,095,560.67   sFT  0.99992523   +0 11 09.9
 EZ5117;UTM  17      - 3,968,721.609   709,753.790   MT  1.00014217   +1 21 37.2
 EZ5117
 EZ5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5117!SPC NC       -   0.99999339  x   0.99992523  =   0.99991862
 EZ5117!UTM  17      -   0.99999339  x   1.00014217  =   1.00013556
 EZ5117
 EZ5117                          SUPERSEDED SURVEY CONTROL
 EZ5117
 EZ5117  NAD 83(1986)-  35 50 24.95588(N)    078 40 39.29429(W) AD(       ) 2
 EZ5117  NAD 27      -  35 50 24.41912(N)    078 40 40.27844(W) AD(       ) 2
 EZ5117  NGVD 29 (07/19/86)   75.0    (m)          246.     (f) VERT ANG    3  
 EZ5117
 EZ5117.Superseded values are not recommended for survey control.
 EZ5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5117.See file dsdata.txt to determine how the superseded data were derived.
 EZ5117
 EZ5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975468722(NAD 83)
 EZ5117_MARKER: DE = TRAVERSE STATION DISK
 EZ5117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5117_STAMPING: BREWER 1965
 EZ5117_MARK LOGO: NCGS  
 EZ5117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5117+STABILITY: SURFACE MOTION
 EZ5117
 EZ5117  HISTORY     - Date     Condition        Report By
 EZ5117  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5117  HISTORY     - 1973     SEE DESCRIPTION  NCGS
 EZ5117
 EZ5117                          STATION DESCRIPTION
 EZ5117
 EZ5117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5117'BREWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5117'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5117'
 EZ5117'BREWER IS 4.6 MILES NW OF RALEIGH.  LOCATED 0.55 MILES NW
 EZ5117'ALONG U.S. 70 FROM BRIDGE ON U.S. 1 BYPASS OVER U.S. 70.  0.3
 EZ5117'MILES SE OF BRIDGE ON U.S. 70 OVER NC 50.  0.3 MILES NW OF
 EZ5117'BRIDGE OVER CRABTREE CREEK.  AND ON SW SHOULDER OF U.S. 70.
 EZ5117'
 EZ5117'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5117'BREWER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5117'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5117'
 EZ5117'MARK IS
 EZ5117'
 EZ5117'14.3 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE
 EZ5117'
 EZ5117'17.1 FT SW OF YELLOW ARROW PAINTED ON E BOUND LANE
 EZ5117'
 EZ5117'16.8 FT SE OF YELLOW ARROW PAINTED ON E BOUND LANE
 EZ5117'
 EZ5117'7.0 FT N OF FENCE
 EZ5117'
 EZ5117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ5117
 EZ5117                          STATION RECOVERY (1973)
 EZ5117
 EZ5117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ5117'DESTROYED.  ROAD CHANGED FROM 4 TO 8 LANES.
 EZ5117'
 EZ5117'REPLACED BY BREWER 2 1972.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1595 ***********************************************************************
 FZ1595  DESIGNATION -  BREWER
 FZ1595  PID         -  FZ1595
 FZ1595  STATE/COUNTY-  NC/FORSYTH
 FZ1595  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ1595
 FZ1595                         *CURRENT SURVEY CONTROL
 FZ1595  ___________________________________________________________________
 FZ1595* NAD 83(2001)-  36 03 21.96785(N)    080 15 33.85392(W)     ADJUSTED  
 FZ1595* NAVD 88     -       263.7    (meters)     865.     (feet)  VERTCON   
 FZ1595  ___________________________________________________________________
 FZ1595  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 FZ1595  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 FZ1595  HORZ ORDER  -  SECOND
 FZ1595
 FZ1595.The horizontal coordinates were established by classical geodetic methods
 FZ1595.and adjusted by the National Geodetic Survey in August 2005.
 FZ1595
 FZ1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1595
 FZ1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1595
 FZ1595.The geoid height was determined by GEOID03.
 FZ1595
 FZ1595;                    North         East     Units Scale Factor Converg.
 FZ1595;SPC NC       -   256,545.321   496,135.537   MT  0.99997102   -0 43 36.8
 FZ1595;SPC NC       -   841,682.44  1,627,738.01   sFT  0.99997102   -0 43 36.8
 FZ1595;UTM  17      - 3,990,424.770   566,701.436   MT  0.99965482   +0 26 09.3
 FZ1595
 FZ1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1595!SPC NC       -   0.99996372  x   0.99997102  =   0.99993474
 FZ1595!UTM  17      -   0.99996372  x   0.99965482  =   0.99961856
 FZ1595
 FZ1595|---------------------------------------------------------------------|
 FZ1595| PID    Reference Object                     Distance      Geod. Az  |
 FZ1595|                                                           dddmmss.s |
 FZ1595| FZ1594 PARKLAND                            365.006 METERS 01107     |
 FZ1595|---------------------------------------------------------------------|
 FZ1595
 FZ1595                          SUPERSEDED SURVEY CONTROL
 FZ1595
 FZ1595  NAD 83(1993)-  36 03 21.97296(N)    080 15 33.86035(W) AD(       ) 2
 FZ1595  NAD 83(1986)-  36 03 21.97192(N)    080 15 33.86044(W) AD(       ) 2
 FZ1595  NAD 27      -  36 03 21.48114(N)    080 15 34.68069(W) AD(       ) 2
 FZ1595  NGVD 29 (07/19/86)  263.9    (m)          866.     (f) VERT ANG    3  
 FZ1595
 FZ1595.Superseded values are not recommended for survey control.
 FZ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1595.See file dsdata.txt to determine how the superseded data were derived.
 FZ1595
 FZ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6670190425(NAD 83)
 FZ1595_MARKER: DE = TRAVERSE STATION DISK
 FZ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1595_STAMPING: BREWER 1970
 FZ1595_MARK LOGO: NCGS  
 FZ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1595+STABILITY: SURFACE MOTION
 FZ1595
 FZ1595  HISTORY     - Date     Condition        Report By
 FZ1595  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1595
 FZ1595                          STATION DESCRIPTION
 FZ1595
 FZ1595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1595'BREWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1595'THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1595'
 FZ1595'BREWER IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF WINSTON SALEM.
 FZ1595'STATION IS IN THE NORTHWEST CORNER OF INTERSECTION OF NC 150 AND SR
 FZ1595'2904 (BREWER RD.) NEAR THE PARKLAND HIGH SCHOOL ON THE SOUTH SIDE
 FZ1595'OF WINSTON SALEM.
 FZ1595'
 FZ1595'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1595'BREWER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1595'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1595'
 FZ1595'MARK IS
 FZ1595'53.2 FEET WNW OF C/L OF MEDIAN IN NC 150.
 FZ1595'55.4 FEET N OF C/L OF MEDIAN OF BREWER RD. (SR 2904).
 FZ1595'9.3 FEET NE OF ALUMINUM REF. TAG ON PP BRACE POLE.
 FZ1595'20.9 FEET SW OF ALUMINUM REF. TAG ON BRACE POLE.
 FZ1595'44.4 FEET SW OF FIRE HYDRANT.
 FZ1595'41.7 FEET SW OF MANHOLE COVER ON NC 150.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2561 ***********************************************************************
 FZ2561  DESIGNATION -  BREWER
 FZ2561  PID         -  FZ2561
 FZ2561  STATE/COUNTY-  NC/ASHE
 FZ2561  USGS QUAD   -  PARK (1978)
 FZ2561
 FZ2561                         *CURRENT SURVEY CONTROL
 FZ2561  ___________________________________________________________________
 FZ2561* NAD 83(2001)-  36 30 08.84367(N)    081 33 52.49031(W)     ADJUSTED  
 FZ2561* NAVD 88     -      1173.5    (meters)    3850.     (feet)  VERTCON   
 FZ2561  ___________________________________________________________________
 FZ2561  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FZ2561  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FZ2561  HORZ ORDER  -  SECOND
 FZ2561
 FZ2561.The horizontal coordinates were established by classical geodetic methods
 FZ2561.and adjusted by the National Geodetic Survey in August 2005.
 FZ2561
 FZ2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2561
 FZ2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2561
 FZ2561.The geoid height was determined by GEOID03.
 FZ2561
 FZ2561;                    North         East     Units Scale Factor Converg.
 FZ2561;SPC NC       -   308,324.663   379,844.921   MT  1.00011105   -1 28 48.7
 FZ2561;SPC NC       - 1,011,561.83  1,246,207.88   sFT  1.00011105   -1 28 48.7
 FZ2561;UTM  17      - 4,039,828.759   449,440.187   MT  0.99963149   -0 20 09.1
 FZ2561
 FZ2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2561!SPC NC       -   0.99982072  x   1.00011105  =   0.99993175
 FZ2561!UTM  17      -   0.99982072  x   0.99963149  =   0.99945228
 FZ2561
 FZ2561                          SUPERSEDED SURVEY CONTROL
 FZ2561
 FZ2561  NAD 83(1995)-  36 30 08.84620(N)    081 33 52.49048(W) AD(       ) 2
 FZ2561  NAD 83(1993)-  36 30 08.84822(N)    081 33 52.49640(W) AD(       ) 2
 FZ2561  NAD 83(1986)-  36 30 08.85242(N)    081 33 52.51268(W) AD(       ) 2
 FZ2561  NGVD 29 (02/11/91) 1173.5    (m)         3850.     (f) VERT ANG    3  
 FZ2561
 FZ2561.Superseded values are not recommended for survey control.
 FZ2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2561.See file dsdata.txt to determine how the superseded data were derived.
 FZ2561
 FZ2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4944039829(NAD 83)
 FZ2561_MARKER: DE = TRAVERSE STATION DISK
 FZ2561_SETTING: 80 = SET IN A BOULDER
 FZ2561_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FZ2561_STAMPING: BREWER 1979
 FZ2561_MARK LOGO: NCGS  
 FZ2561_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2561+STABILITY: SURFACE MOTION
 FZ2561
 FZ2561  HISTORY     - Date     Condition        Report By
 FZ2561  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2561  HISTORY     - 20031118 SEE DESCRIPTION  NCGS
 FZ2561
 FZ2561                          STATION DESCRIPTION
 FZ2561
 FZ2561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2561'STATION IS LOCATED APPROXIMATELY 2.7 MILES WEST OF LANSING AND 7.6
 FZ2561'MILES NORTHWEST OF JEFFERSON.
 FZ2561'
 FZ2561'TO REACH STATION FROM LANSING POST OFFICE ON NC 194, PROCEED WEST
 FZ2561'ALONG NC 194 FOR 0.1 MILE TO SR 1353 (HORSE CREEK RD), NORTHWEST
 FZ2561'ALONG SR 1353 FOR 0.65 MILE TO SR 1324 (LITTLE HORSE CREEK RD) ON
 FZ2561'LEFT, NORTHWEST ALONG SR 1324 FOR 2.3 MILES TO SR 1334 ON LEFT, WEST
 FZ2561'ALONG SR 1334 FOR 1.75 MILE TO SR 1332 ON LEFT, SOUTH ALONG SR 1332
 FZ2561'FOR 0.5 MILE TO SR 1338 ON LEFT, SOUTHEAST ALONG SR 1338 FOR 0.35
 FZ2561'MILE TO END OF STATE MAINTAINENCE.  THENCE BY NORTH SIDE OF HOUSE
 FZ2561'NORTHEASTERLY ALONG PASTURE ROAD AND SOUTHERLY ALONG RIDGE TO STATION
 FZ2561'DRILLED INTO 8 BY 12 INCH BOULDER NEAR HIGHEST POINT OF PASTURE ON
 FZ2561'EAST SIDE OF KNOB AND SOUTHEAST OF TRAIL.
 FZ2561'
 FZ2561'STATION MARK IS A STANDARD DISK STAMPED---BREWER 1979---SET IN TOP OF
 FZ2561'A ROCK 8 BY 12 INCHES 3 INCHES ABOVE GROUND SURFACE.  MARK IS 51.3
 FZ2561'FEET EAST OF 18 INCH HICKORY, 77.7 FEET SOUTH-SOUTHWEST OF 24 INCH
 FZ2561'HICKORY AND 38.2 FEET SOUTHEAST OF FENCE POST ALL WITH REFERENCE TAGS.
 FZ2561
 FZ2561                          STATION RECOVERY (2003)
 FZ2561
 FZ2561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2561'MARK RECOVERED WITH TOP OF DISK MISSING, WITH THE STEM REMAINING FIRM
 FZ2561'AND INTACT.  THE BOULDER IS STILL FIRM IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0955 ***********************************************************************
 EZ0955  DESIGNATION -  BREWER 2
 EZ0955  PID         -  EZ0955
 EZ0955  STATE/COUNTY-  NC/WAKE
 EZ0955  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0955
 EZ0955                         *CURRENT SURVEY CONTROL
 EZ0955  ___________________________________________________________________
 EZ0955* NAD 83(2001)-  35 50 27.06764(N)    078 40 41.84120(W)     ADJUSTED  
 EZ0955* NAVD 88     -        76.027  (meters)     249.43   (feet)  ADJUSTED  
 EZ0955  ___________________________________________________________________
 EZ0955  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 EZ0955  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 EZ0955  DYNAMIC HT  -          75.962 (meters)     249.22  (feet)  COMP
 EZ0955  MODELED GRAV-     979,788.9   (mgal)                       NAVD 88
 EZ0955
 EZ0955  HORZ ORDER  -  SECOND
 EZ0955  VERT ORDER  -  SECOND    CLASS 0
 EZ0955
 EZ0955.The horizontal coordinates were established by classical geodetic methods
 EZ0955.and adjusted by the National Geodetic Survey in August 2005.
 EZ0955
 EZ0955.The orthometric height was determined by differential leveling
 EZ0955.and adjusted in June 1991.
 EZ0955
 EZ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0955
 EZ0955.The geoid height was determined by GEOID03.
 EZ0955
 EZ0955.The dynamic height is computed by dividing the NAVD 88
 EZ0955.geopotential number by the normal gravity value computed on the
 EZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0955.degrees latitude (g = 980.6199 gals.).
 EZ0955
 EZ0955.The modeled gravity was interpolated from observed gravity values.
 EZ0955
 EZ0955;                    North         East     Units Scale Factor Converg.
 EZ0955;SPC NC       -   231,990.195   638,663.798   MT  0.99992534   +0 11 08.5
 EZ0955;SPC NC       -   761,121.16  2,095,349.48   sFT  0.99992534   +0 11 08.5
 EZ0955;UTM  17      - 3,968,785.269   709,688.085   MT  1.00014183   +1 21 35.8
 EZ0955
 EZ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0955!SPC NC       -   0.99999318  x   0.99992534  =   0.99991852
 EZ0955!UTM  17      -   0.99999318  x   1.00014183  =   1.00013501
 EZ0955
 EZ0955:                Primary Azimuth Mark                     Grid Az
 EZ0955:SPC NC       -  BECKANA                                  125 09 42.7
 EZ0955:UTM  17      -  BECKANA                                  123 59 15.4
 EZ0955
 EZ0955|---------------------------------------------------------------------|
 EZ0955| PID    Reference Object                     Distance      Geod. Az  |
 EZ0955|                                                           dddmmss.s |
 EZ0955| EZ0924 BECKANA                             APPROX. 1.0 KM 1252051.2 |
 EZ0955| EZ0954 KIDD 2                              255.874 METERS 31948     |
 EZ0955|---------------------------------------------------------------------|
 EZ0955
 EZ0955                          SUPERSEDED SURVEY CONTROL
 EZ0955
 EZ0955  NAD 83(1986)-  35 50 27.07109(N)    078 40 41.85133(W) AD(       ) 2
 EZ0955  NAD 27      -  35 50 26.53411(N)    078 40 42.83508(W) AD(       ) 2
 EZ0955  NGVD 29 (??/??/92)   76.301  (m)          250.33   (f) ADJ UNCH    2 0
 EZ0955
 EZ0955.Superseded values are not recommended for survey control.
 EZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0955.See file dsdata.txt to determine how the superseded data were derived.
 EZ0955
 EZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0968868785(NAD 83)
 EZ0955_MARKER: DE = TRAVERSE STATION DISK
 EZ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0955_SP_SET: CONCRETE POST
 EZ0955_STAMPING: BREWER 2 1972
 EZ0955_MARK LOGO: NCGS  
 EZ0955_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0955+STABILITY: SURFACE MOTION
 EZ0955
 EZ0955  HISTORY     - Date     Condition        Report By
 EZ0955  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0955  HISTORY     - 1973     GOOD             NCGS
 EZ0955  HISTORY     - 1984     GOOD             NCGS
 EZ0955  HISTORY     - 1984     GOOD             NCGS
 EZ0955  HISTORY     - 19860101 GOOD             NCGS
 EZ0955  HISTORY     - 1988     GOOD             USPSQD
 EZ0955
 EZ0955                          STATION DESCRIPTION
 EZ0955
 EZ0955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0955'BREWER 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ0955'THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0955'
 EZ0955'BREWER 2 IS LOCATED APPROXIMATELY 4.7 MILES NNW OF CAPITOL SQUARE IN
 EZ0955'RALEIGH.  TO REACH STATION FROM THE US 70 UNDERPASS OF US 1-US 64
 EZ0955'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR 0.6
 EZ0955'MILES TO STATION ON LEFT APPROXIMATELY 100 FEET SOUTH OF ENTRANCE TO
 EZ0955'UPPER PARKING LEVEL OF CRABTREE MALL, 0.2 MILES SE OF INTERSECTION
 EZ0955'OF US 70 AND US 50.
 EZ0955'
 EZ0955'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BREWER
 EZ0955'2 1972, SET IN A CONCRETE PRECAST MONUMENT, THE TOP OF WHICH IS FLUSH
 EZ0955'WITH THE SURFACE OF THE GROUND.
 EZ0955'
 EZ0955'MARK IS
 EZ0955'4.7 FEET SW OF EDGE OF SOUTH CURB OF US 70 EAST BOUND LANE.
 EZ0955'10.3 FEET ESE OF EAST MOST METAL SUPPORT POLE FOR OVERHEAD HIGHWAY
 EZ0955'SIGN.
 EZ0955'48.7 FEET NW OF NORTH MOST HIGHWAY R/W MARKER.
 EZ0955'92.2 FEET SE OF SERVICE POLE WITH TRAFFIC COUNTER BOX W/ALUMINUM
 EZ0955'REF.  TAG.
 EZ0955
 EZ0955                          STATION RECOVERY (1973)
 EZ0955
 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0955'4.7 MI NNW FROM RALEIGH.
 EZ0955'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64
 EZ0955'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR
 EZ0955'0.6 MILES TO STATION ON LEFT APPROXIMATELY 100 FT SOUTH OF
 EZ0955'ENTRANCE TO UPPER PARKING LEVEL OF CRABTREE MALL, 0.2 MILES SE
 EZ0955'OF INTERSECTION OF U.S. 70 AND U.S. 50, 4.7 MILES SW OF EDGE OF
 EZ0955'SOUTH CURB OF U.S. 70 EAST BOUND LANE, 10.3 FT ESE OF EAST MOST
 EZ0955'METAL SUPPORT POLE FOR OVERHEAD HIGHWAY SIGN, 48.7 FT NW OF NORTH
 EZ0955'MOST HIGHWAY R/W MARKER, AND 92.2 FT SE OF SERVICE POLE WITH
 EZ0955'TRAFFIC COUNTER BOX AND ALUMINUM REF. TAG.  DISK IS SET IN
 EZ0955'CONCRETE PRECAST MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0955
 EZ0955                          STATION RECOVERY (1984)
 EZ0955
 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0955'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0955'MARK IS IN GOOD CONDITION AS DESCRIBED.
 EZ0955'
 EZ0955'STATION IS ALSO A BENCH MARK.
 EZ0955
 EZ0955                          STATION RECOVERY (1984)
 EZ0955
 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ0955'RECOVERED IN GOOD CONDITION.
 EZ0955
 EZ0955                          STATION RECOVERY (1986)
 EZ0955
 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0955'RECOVERED AS DESCRIBED. MARK IS ALSO 0.5 M (1.6 FT) EAST OF A POLE
 EZ0955'WITH A STREET LIGHT AND A REFERENCE TAG. MARK IS FLUSH WITH GROUND.
 EZ0955
 EZ0955                          STATION RECOVERY (1988)
 EZ0955
 EZ0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2514 ***********************************************************************
 EY2514  DESIGNATION -  BREWER RESET
 EY2514  PID         -  EY2514
 EY2514  STATE/COUNTY-  NC/LENOIR
 EY2514  USGS QUAD   -  FALLING CREEK (1983)
 EY2514
 EY2514                         *CURRENT SURVEY CONTROL
 EY2514  ___________________________________________________________________
 EY2514* NAD 83(2007)-  35 17 01.44669(N)    077 42 54.51941(W)     ADJUSTED  
 EY2514* NAVD 88     -        33.6    (meters)     110.     (feet)  GPS OBS   
 EY2514  ___________________________________________________________________
 EY2514  EPOCH DATE  -        2002.00
 EY2514  X           -   1,109,033.443 (meters)                     COMP
 EY2514  Y           -  -5,092,953.830 (meters)                     COMP
 EY2514  Z           -   3,663,606.526 (meters)                     COMP
 EY2514  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 EY2514  ELLIP HEIGHT-          -2.138 (meters)          (02/10/07) ADJUSTED
 EY2514  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 EY2514
 EY2514  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2514  Type    PID    Designation                      North   East  Ellip
 EY2514  -------------------------------------------------------------------
 EY2514  NETWORK EY2514 BREWER RESET                      0.49   0.43   1.20
 EY2514  -------------------------------------------------------------------
 EY2514
 EY2514.The horizontal coordinates were established by GPS observations
 EY2514.and adjusted by the National Geodetic Survey in February 2007.
 EY2514
 EY2514.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2514.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2514.The horizontal coordinates are valid at the epoch date displayed above.
 EY2514.The epoch date for horizontal control is a decimal equivalence
 EY2514.of Year/Month/Day.
 EY2514
 EY2514.The orthometric height was determined by GPS observations and a
 EY2514.high-resolution geoid model.
 EY2514
 EY2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2514
 EY2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2514
 EY2514.The ellipsoidal height was determined by GPS observations
 EY2514.and is referenced to NAD 83.
 EY2514
 EY2514.The geoid height was determined by GEOID03.
 EY2514
 EY2514;                    North         East     Units Scale Factor Converg.
 EY2514;SPC NC       -   170,893.520   726,468.890   MT  0.99987275   +0 44 29.7
 EY2514;SPC NC       -   560,673.16  2,383,423.35   sFT  0.99987275   +0 44 29.7
 EY2514;UTM  18      - 3,907,890.067   253,065.877   MT  1.00035153   -1 34 08.9
 EY2514
 EY2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2514!SPC NC       -   1.00000034  x   0.99987275  =   0.99987309
 EY2514!UTM  18      -   1.00000034  x   1.00035153  =   1.00035187
 EY2514
 EY2514:                Primary Azimuth Mark                     Grid Az
 EY2514:SPC NC       -  HOOKERTON ALUM WATER TANK                035 21 15.1
 EY2514:UTM  18      -  HOOKERTON ALUM WATER TANK                037 39 53.7
 EY2514
 EY2514|---------------------------------------------------------------------|
 EY2514| PID    Reference Object                     Distance      Geod. Az  |
 EY2514|                                                           dddmmss.s |
 EY2514| EY2441 HOOKERTON ALUM WATER TANK           APPROX.19.3 KM 0360544.8 |
 EY2514| EY4405 BREWER RM 2                          38.176 METERS 06312     |
 EY2514| EY2484 KINSTON CASWELL TNG SCH TANK        APPROX. 9.1 KM 0942129.9 |
 EY2514| EY2483 KINSTON CASWELL TNG SCH STACK       APPROX. 9.1 KM 0943512.5 |
 EY2514| EY2486 KINSTON MUNICIPAL STANDPIPE         APPROX.12.4 KM 0954149.9 |
 EY2514| EY1386 KINSTON                             APPROX.14.9 KM 0975004.0 |
 EY2514| EY2485 KINSTON MUN POWER PLANT STACK       APPROX.11.3 KM 1000016.1 |
 EY2514| EY4406 BREWER RM 3                          40.636 METERS 17648     |
 EY2514| EY2781 LA GRANGE MUNICIPAL TANK            APPROX. 8.2 KM 2912629.9 |
 EY2514| EY4404 BREWER RM 1 AZIMUTH                                3345831.1 |
 EY2514|---------------------------------------------------------------------|
 EY2514
 EY2514                          SUPERSEDED SURVEY CONTROL
 EY2514
 EY2514  NAD 83(2001)-  35 17 01.44703(N)    077 42 54.51913(W) AD(       ) 1
 EY2514  ELLIP H (03/13/03)   -2.142  (m)                       GP(       ) 4 2
 EY2514  NAD 83(1986)-  35 17 01.45576(N)    077 42 54.52826(W) AD(       ) 1
 EY2514  NAD 83(1986)-  35 17 01.45576(N)    077 42 54.52826(W) AD(       ) 1
 EY2514  NAD 27      -  35 17 00.86750(N)    077 42 55.61920(W) AD(       ) 1
 EY2514  NGVD 29 (07/19/86)   34.0    (m)          112.     (f) VERT ANG    3  
 EY2514
 EY2514.Superseded values are not recommended for survey control.
 EY2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2514.See file dsdata.txt to determine how the superseded data were derived.
 EY2514
 EY2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5306607890(NAD 83)
 EY2514_MARKER: DS = TRIANGULATION STATION DISK
 EY2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2514_STAMPING: BREWER 1933 1949
 EY2514_MARK LOGO: CGS   
 EY2514_PROJECTION: FLUSH
 EY2514_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2514+STABILITY: SURFACE MOTION
 EY2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2514+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1990
 EY2514
 EY2514  HISTORY     - Date     Condition        Report By
 EY2514  HISTORY     - 1933     MONUMENTED       CGS
 EY2514  HISTORY     - 1949     SEE DESCRIPTION  CGS
 EY2514  HISTORY     - 1962     GOOD             CGS
 EY2514  HISTORY     - 1967     GOOD             NCGS
 EY2514  HISTORY     - 19900731 GOOD             NCGS
 EY2514  HISTORY     - 19910913 GOOD             USPSQD
 EY2514
 EY2514                          STATION DESCRIPTION
 EY2514
 EY2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY2514'ABOUT 8 MILES WEST OF KINSTON AND 4 MILES EAST OF LAGRANGE, ON
 EY2514'LAND OWNED AND OCCUPIED BY MISS RACHEL BREWER.  TO REACH FROM
 EY2514'KINSTON, GO WEST FROM POST OFFICE 6.8 MILES ON ROUTE 10 TO YELLOW
 EY2514'FILLING STATION JUST WEST OF FALLING CREEK BRIDGE.  TURN RIGHT
 EY2514'(NORTHWEST) ONTO DIRT ROAD AND FOLLOW NORTHWEST 2.1 MILES TO TOP
 EY2514'OF HILL.  TURN SOUTH ONTO SANDY FARM ROAD AND GO ABOUT 60 YARDS
 EY2514'ACROSS FIELDS TO TOBACCO BARN AND STATION SITE.  STATION IS 44.7
 EY2514'FEET EAST OF NORTHEAST CORNER AND 45.1 FEET EAST OF SOUTHEAST
 EY2514'CORNER OF TOBACCO BARN, 27 FEET NORTH OF TIMBER LINE, AND
 EY2514'132 FEET WEST OF CENTER LINE OF ROAD.  SURFACE AND
 EY2514'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 EY2514'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 EY2514'DISKS IN CONCRETE.
 EY2514'REFERENCE MARK NO. 1 IS IN SOUTH
 EY2514'CORNER OF GARDEN LOT ABOUT 0.10 MILE NORTHEAST OF ROAD
 EY2514'LEADING PAST STATION, 1.5 METERS (5 FEET) NORTHWEST OF
 EY2514'CENTER LINE OF NARROW FIELD ROAD THAT INTERSECTS DIRT ROAD
 EY2514'150 FEET WEST OF FARMHOUSE ON SOUTH SIDE OF ROAD, AND
 EY2514'APPROXIMATELY 0.2 MILE FROM STATION N 25 DEG 02 MIN W.
 EY2514'REFERENCE MARK NO. 2 IS ON TIMBER LINE, 19 FEET WEST OF CENTER LINE
 EY2514'OF ROAD, 55 FEET NORTH OF AN 18-INCH BLAZED PINE ON WEST SIDE
 EY2514'OF ROAD, AND 125.25 FEET FROM STATION N 63 DEG 12 MIN E.
 EY2514'REFERENCE MARK NO 3 IS 105 FEET SOUTHWEST OF TIMBER LINE, 40 FEET EAST
 EY2514'OF TOBACCO BARN, AND 133.32 FEET FROM STATION S 3 DEG 12 MIN E.
 EY2514
 EY2514                          STATION RECOVERY (1949)
 EY2514
 EY2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EY2514'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 EY2514'BE IN GOOD CONDITION.  THE STATION WAS NOT
 EY2514'OCCUPIED BY THIS PARTY.
 EY2514'
 EY2514'OLD DESCRIPTION IS ADEQUATE EXCEPT AS NOTED--
 EY2514'
 EY2514'SURFACE STATION MARK WAS REMOVED AND A NEW MARK WAS SET 12
 EY2514'INCHES UNDERGROUND.  THE DISK IS STAMPED---BREWER 1933 1949---.
 EY2514'UNDERGROUND MARK WAS NOT DISTURBED.
 EY2514'
 EY2514'A NEW TO REACH FOLLOWS--
 EY2514'
 EY2514'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 70
 EY2514'AND MAIN STREET (SNOW HILL ROAD) IN LA GRANGE, GO EAST AND
 EY2514'SOUTHEAST ON HIGHWAY 70 FOR 6.8 MILES TO A CROSSROAD, TURN LEFT
 EY2514'AND GO NORTH ON A DIRT ROAD FOR 1.9 MILES TO A CROSSROAD,
 EY2514'CONTINUE NORTH ON DIRT ROAD FOR 0.3 MILE TO A DRIVEWAY LEFT,
 EY2514'TURN LEFT ON DRIVEWAY FOR ABOUT 50 YARDS TO A TOBACCO BARN AND
 EY2514'STATION.
 EY2514
 EY2514                          STATION RECOVERY (1962)
 EY2514
 EY2514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 EY2514'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 EY2514'CONDITION AS DESCRIBED.  REFERENCE MARKS NO. 1 AND 2 HAVE BEEN
 EY2514'HIT BY FARM MACHINERY AND ARE TILTED TO ONE SIDE.  THE STATION
 EY2514'IS 105.5 FEET SOUTH OF A TRANSFORMER POLE.
 EY2514
 EY2514                          STATION RECOVERY (1967)
 EY2514
 EY2514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2514'BREWER 1933,49 GOOD, SEE APPROACH DESCRIPTION
 EY2514'
 EY2514'RM 1 UNABLE TO LOCATE
 EY2514'
 EY2514'RM 2 GOOD, DISTANCE SHOULD READ 122.5 NOT 125.25.  THE ARROW
 EY2514'OF RM 2 POINTS ABOUT 90 DEG TO RIGHT OF STATION.
 EY2514'
 EY2514'RM 3 GOOD
 EY2514'
 EY2514'SHOULD READ--TO REACH STATION FROM THE INTERSECTION OF U.S. 70
 EY2514'AND MAIN ST. (CASWELL ST.) IN LA GRANGE, SOUTHEAST ON U.S. 70
 EY2514'FOR 6.8 MILES TO INTERSECTION OF SR 1519.  TURN LEFT (NORTH) FOR
 EY2514'1.9 MILES TO CROSSROADS.  CONTINUE ON FOR 0.3 MILE TO DRIVEWAY
 EY2514'ON LEFT.  TURN LEFT AND CONTINUE THROUGH YARD TO TOBACCO BARN,
 EY2514'AND STATION.  THE STATION IS EAST OF SOUTHERNMOST TOBACCO BARN,
 EY2514'ABOUT 6 INCHES BELOW GROUND.  48.6 FT NE OF SE CORNER OF
 EY2514'BARN.  45.0 FT SE OF NE CORNER OF BARN.  51.8 FT SE OF 8 INCH
 EY2514'CHERRY TREE WITH SURVEY TAG.  AND 30.5 FT N OF 24 INCH TRIPLE OAK.
 EY2514
 EY2514                          STATION RECOVERY (1990)
 EY2514
 EY2514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EY2514'RECOVERED AS DESCRIBED. THE 24-INCH OAK AND TAG FROM CHERRY TREE HAVE
 EY2514'BEEN REMOVED. MARK IS 142.0 FT (43.3 M) WEST-SOUTHWEST OF THE
 EY2514'CENTERLINE OF SR 1519, 33.0 FT (10.1 M) NORTH-NORTHEAST OF A 6-INCH
 EY2514'DOUBLE OAK AND 111.0 FT (33.8 M) SOUTH OF A POWER POLE---BOTH WITH
 EY2514'REFERENCE TAGS.
 EY2514
 EY2514                          STATION RECOVERY (1991)
 EY2514
 EY2514'RECOVERY NOTE BY US POWER SQUADRON 1991 (HRB)
 EY2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6447 ***********************************************************************
 DE6447  DESIGNATION -  BREWERY
 DE6447  PID         -  DE6447
 DE6447  STATE/COUNTY-  NC/CURRITUCK
 DE6447  USGS QUAD   -  JARVISBURG (1982)
 DE6447
 DE6447                         *CURRENT SURVEY CONTROL
 DE6447  ___________________________________________________________________
 DE6447* NAD 83(2007)-  36 13 06.59699(N)    075 52 07.70712(W)     ADJUSTED  
 DE6447* NAVD 88     -         3.627  (meters)      11.90   (feet)  ADJUSTED  
 DE6447  ___________________________________________________________________
 DE6447  EPOCH DATE  -        2002.00
 DE6447  X           -   1,257,747.096 (meters)                     COMP
 DE6447  Y           -  -4,995,788.512 (meters)                     COMP
 DE6447  Z           -   3,747,758.249 (meters)                     COMP
 DE6447  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DE6447  ELLIP HEIGHT-         -35.094 (meters)          (02/10/07) ADJUSTED
 DE6447  GEOID HEIGHT-         -38.74  (meters)                     GEOID03
 DE6447  DYNAMIC HT  -           3.624 (meters)      11.89  (feet)  COMP
 DE6447
 DE6447  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6447  Type    PID    Designation                      North   East  Ellip
 DE6447  -------------------------------------------------------------------
 DE6447  NETWORK DE6447 BREWERY                           0.51   0.43   0.69
 DE6447  -------------------------------------------------------------------
 DE6447  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 DE6447
 DE6447  VERT ORDER  -  SECOND    CLASS II
 DE6447
 DE6447.The horizontal coordinates were established by GPS observations
 DE6447.and adjusted by the National Geodetic Survey in February 2007.
 DE6447
 DE6447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6447.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6447.The horizontal coordinates are valid at the epoch date displayed above.
 DE6447.The epoch date for horizontal control is a decimal equivalence
 DE6447.of Year/Month/Day.
 DE6447
 DE6447.The orthometric height was determined by differential leveling
 DE6447.and adjusted in August 2007.
 DE6447
 DE6447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6447
 DE6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6447
 DE6447.The ellipsoidal height was determined by GPS observations
 DE6447.and is referenced to NAD 83.
 DE6447
 DE6447.The geoid height was determined by GEOID03.
 DE6447
 DE6447.The dynamic height is computed by dividing the NAVD 88
 DE6447.geopotential number by the normal gravity value computed on the
 DE6447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6447.degrees latitude (g = 980.6199 gals.).
 DE6447
 DE6447.The modeled gravity was interpolated from observed gravity values.
 DE6447
 DE6447;                    North         East     Units Scale Factor Converg.
 DE6447;SPC NC       -   278,285.113   891,097.744   MT  1.00001488   +1 48 26.0
 DE6447;SPC NC       -   913,007.07  2,923,543.18   sFT  1.00001488   +1 48 26.0
 DE6447;UTM  18      - 4,008,533.482   421,912.104   MT  0.99967513   -0 30 48.1
 DE6447
 DE6447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6447!SPC NC       -   1.00000551  x   1.00001488  =   1.00002039
 DE6447!UTM  18      -   1.00000551  x   0.99967513  =   0.99968064
 DE6447
 DE6447                          SUPERSEDED SURVEY CONTROL
 DE6447
 DE6447  NAD 83(2001)-  36 13 06.59737(N)    075 52 07.70674(W) AD(       ) 1
 DE6447  ELLIP H (03/13/03)  -35.091  (m)                       GP(       ) 4 2
 DE6447  NAD 83(1986)-  36 13 06.61335(N)    075 52 07.72660(W) AD(       ) 1
 DE6447  NAVD 88 (11/15/05)    3.63   (m)           11.9    (f) LEVELING    3  
 DE6447
 DE6447.Superseded values are not recommended for survey control.
 DE6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6447.See file dsdata.txt to determine how the superseded data were derived.
 DE6447
 DE6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2191208533(NAD 83)
 DE6447_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6447_STAMPING: BREWERY 2001
 DE6447_MARK LOGO: NCGS  
 DE6447_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE6447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6447+STABILITY: SURFACE MOTION
 DE6447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6447+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 DE6447
 DE6447  HISTORY     - Date     Condition        Report By
 DE6447  HISTORY     - 2001     MONUMENTED       NCGS
 DE6447  HISTORY     - 20040929 GOOD             NCGS
 DE6447
 DE6447                          STATION DESCRIPTION
 DE6447
 DE6447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE6447'STATION IS LOCATED ABOUT 17.8 MI (28.6 KM) SOUTH-SOUTHEAST OF
 DE6447'CURRITUCK AND 1.2 MI (1.9 KM) NORTH OF JARVISBURG.
 DE6447'ALONG NC 158 FOR 1.5 MI (2.4 KM) SOUTH FROM THE US POST OFFICE IN
 DE6447'GRANDY. ALSO 0.5 MI (0.8 KM) NORTHERLY ALONG NC 158 FROM THE
 DE6447'INTERSECTION WITH SR 1127 (GARRENTON RD).
 DE6447'MARK IS LEVEL WITH NC 158 AND IS RECESSED ABOUT 5 INCHES BELOW THE
 DE6447'GROUND. LOCATED 42.8 FT (13.0 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DE6447'NC 158 SOUTH BOUND LANES, 29.2 FT (8.9 M) SOUTHWEST OF THE SOUTH END
 DE6447'OF A DRIVE CULVERT, 108.5 FT (33.1 M) NORTH-NORTHWEST OF THE NORTH END
 DE6447'OF A DRIVE CULVERT, 12.6 FT (3.8 M) EAST-NORTHEAST OF A GUY WIRE
 DE6447'ANCHOR AND 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF A POWER POLE (V155)WITH
 DE6447'GUY WIRE AND REFERENCE TAG
 DE6447
 DE6447                          STATION RECOVERY (2004)
 DE6447
 DE6447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 DE6447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4643 ***********************************************************************
 DG4643  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4643  DESIGNATION -  BRFR
 DG4643  PID         -  DG4643
 DG4643  STATE/COUNTY-  NC/HENDERSON
 DG4643  USGS QUAD   -  HENDERSONVILLE (1990)
 DG4643
 DG4643                         *CURRENT SURVEY CONTROL
 DG4643  ___________________________________________________________________
 DG4643* NAD 83(2007)-  35 16 25.88403(N)    082 26 31.01549(W)     ADJUSTED  
 DG4643* NAVD 88     -       678.46   (meters)    2225.9    (feet)  GPS OBS   
 DG4643  ___________________________________________________________________
 DG4643  EPOCH DATE  -        2002.00
 DG4643  X           -     685,730.997 (meters)                     COMP
 DG4643  Y           -  -5,168,175.454 (meters)                     COMP
 DG4643  Z           -   3,663,087.099 (meters)                     COMP
 DG4643  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 DG4643  ELLIP HEIGHT-         647.708 (meters)          (02/10/07) ADJUSTED
 DG4643  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DG4643
 DG4643  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4643  Type    PID    Designation                      North   East  Ellip
 DG4643  -------------------------------------------------------------------
 DG4643  NETWORK DG4643 BRFR                              0.71   0.61   1.08
 DG4643  -------------------------------------------------------------------
 DG4643
 DG4643.The horizontal coordinates were established by GPS observations
 DG4643.and adjusted by the National Geodetic Survey in February 2007.
 DG4643
 DG4643.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4643.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4643.The horizontal coordinates are valid at the epoch date displayed above.
 DG4643.The epoch date for horizontal control is a decimal equivalence
 DG4643.of Year/Month/Day.
 DG4643
 DG4643.The orthometric height was determined by GPS observations and a
 DG4643.high-resolution geoid model.
 DG4643.The orthometric height was determined by GPS observations and a
 DG4643.high-resolution geoid model using precise GPS observation and
 DG4643.processing techniques.
 DG4643
 DG4643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4643
 DG4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4643
 DG4643.The ellipsoidal height was determined by GPS observations
 DG4643.and is referenced to NAD 83.
 DG4643
 DG4643.The geoid height was determined by GEOID03.
 DG4643
 DG4643;                    North         East     Units Scale Factor Converg.
 DG4643;SPC NC       -   174,469.130   296,545.077   MT  0.99987267   -1 59 11.7
 DG4643;SPC NC       -   572,404.14    972,914.97   sFT  0.99987267   -1 59 11.7
 DG4643;UTM  17      - 3,904,366.527   368,855.033   MT  0.99981196   -0 49 58.2
 DG4643
 DG4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4643!SPC NC       -   0.99989834  x   0.99987267  =   0.99977103
 DG4643!UTM  17      -   0.99989834  x   0.99981196  =   0.99971032
 DG4643
 DG4643                          SUPERSEDED SURVEY CONTROL
 DG4643
 DG4643  NAD 83(1986)-  35 16 25.89019(N)    082 26 31.01432(W) AD(       ) 1
 DG4643  NAD 83(2001)-  35 16 25.88413(N)    082 26 31.01554(W) AD(       ) 1
 DG4643  ELLIP H (03/08/04)  647.724  (m)                       GP(       ) 4 1
 DG4643
 DG4643.Superseded values are not recommended for survey control.
 DG4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4643.See file dsdata.txt to determine how the superseded data were derived.
 DG4643
 DG4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6885504367(NAD 83)
 DG4643_MARKER: DD = SURVEY DISK
 DG4643_SETTING: 66 = SET IN ROCK OUTCROP
 DG4643_STAMPING: BRFR 2003
 DG4643_MARK LOGO: NGS   
 DG4643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG4643+STABILITY: POSITION/ELEVATION WELL
 DG4643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4643+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DG4643
 DG4643  HISTORY     - Date     Condition        Report By
 DG4643  HISTORY     - 20030723 MONUMENTED       MCKIM
 DG4643
 DG4643                          STATION DESCRIPTION
 DG4643
 DG4643'DESCRIBED BY MCKIM AND CREED 2003 (JLS)
 DG4643'THE STATION IS ABOUT 4.2 KM (2.6 MILES) NORTHWEST OF ZIRCONIA (AIR
 DG4643'LINE), ABOUT 1.9 KM (1.2
 DG4643'MILES) SOUTHWEST OF EAST FLAT ROCK, AND IS IN FLAT ROCK.
 DG4643'
 DG4643'TO REACH THE STATION FROM THE INTERSECTION OF US 176 (SPARTANBURG
 DG4643'HIGHWAY) AND US 25
 DG4643'(GREENVILLE HIGHWAY) IN FLAT ROCK, GO SOUTHERLY ON US 25 FOR 4.18 KM
 DG4643'(2.6 MILES) TO STATION
 DG4643'ON THE RIGHT, ON THE BLUE RIDGE FIRE DEPARTMENT GROUNDS.
 DG4643'
 DG4643'STATION IS 33.07 METERS (108.5 FEET) NORTHEAST (20 DEGREES MAGNETIC)
 DG4643'OF A CHESTNUT TREE
 DG4643'WITH A NORTH CAROLINA GEODETIC SURVEY TAG, 27. 55 METERS (90.4 FEET)
 DG4643'NORTHEAST (70
 DG4643'DEGREES MAGNETIC) OF A UTILITY POLE WITH A NORTH CAROLINA GEODETIC
 DG4643'SURVEY TAG, AND 24.51
 DG4643'METERS (80.4 FEET) NORTHWEST (330 DEGREES MAGNETIC) OF A PECAN TREE
 DG4643'WITH A NORTH
 DG4643'CAROLINA GEODETIC SURVEY TAG. MARK IS A NATIONAL GEODETIC SURVEY DISK
 DG4643'SET IN BEDROCK.
 DG4643'MARK IS RECESSED 5 CENTIMETERS (2 INCHES).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4944 ***********************************************************************
 AH4944  DESIGNATION -  BRIAN
 AH4944  PID         -  AH4944
 AH4944  STATE/COUNTY-  NC/JOHNSTON
 AH4944  USGS QUAD   -  SELMA (1988)
 AH4944
 AH4944                         *CURRENT SURVEY CONTROL
 AH4944  ___________________________________________________________________
 AH4944* NAD 83(2001)-  35 31 58.04508(N)    078 18 33.27133(W)     ADJUSTED  
 AH4944* NAVD 88     -        47.2    (meters)     155.     (feet)  VERT ANG  
 AH4944  ___________________________________________________________________
 AH4944  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AH4944  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AH4944  HORZ ORDER  -  SECOND
 AH4944
 AH4944.The horizontal coordinates were established by classical geodetic methods
 AH4944.and adjusted by the National Geodetic Survey in August 2005.
 AH4944
 AH4944.The orthometric height was determined by vertical angle observations.
 AH4944
 AH4944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4944
 AH4944.The geoid height was determined by GEOID03.
 AH4944
 AH4944;                    North         East     Units Scale Factor Converg.
 AH4944;SPC NC       -   197,983.919   672,240.053   MT  0.99988458   +0 23 55.3
 AH4944;SPC NC       -   649,552.24  2,205,507.57   sFT  0.99988458   +0 23 55.3
 AH4944;UTM  17      - 3,935,460.791   743,963.308   MT  1.00033351   +1 33 52.4
 AH4944
 AH4944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4944!SPC NC       -   0.99999798  x   0.99988458  =   0.99988256
 AH4944!UTM  17      -   0.99999798  x   1.00033351  =   1.00033149
 AH4944
 AH4944                          SUPERSEDED SURVEY CONTROL
 AH4944
 AH4944  NAD 83(1986)-  35 31 58.05273(N)    078 18 33.27933(W) AD(       ) 2
 AH4944
 AH4944.Superseded values are not recommended for survey control.
 AH4944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4944.See file dsdata.txt to determine how the superseded data were derived.
 AH4944
 AH4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4396335461(NAD 83)
 AH4944_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4944_STAMPING: BRIAN 1986
 AH4944_MARK LOGO: NCGS  
 AH4944_PROJECTION: FLUSH
 AH4944_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4944+STABILITY: SURFACE MOTION
 AH4944
 AH4944  HISTORY     - Date     Condition        Report By
 AH4944  HISTORY     - 1986     MONUMENTED       NCGS
 AH4944  HISTORY     - 19850101 GOOD             NCGS
 AH4944
 AH4944                          STATION DESCRIPTION
 AH4944
 AH4944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4944'STATION IS LOCATED ABOUT 2.3 KM (1.40 MI) WEST OF SELMA. ALONG US 70A
 AH4944'FOR 1.3 KM (0.80 MI) NORTHWEST FROM US 301, OR 1.4 KM (0.85 MI) SOUTH
 AH4944'FROM SR 1003, ON THE PROLONGATION OF THE NORTH OFFSET OF THE SOUTHEAST
 AH4944'FENCE LINE. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 3-FEET LOWER
 AH4944'THAN HIGHWAY. LOCATED 10.7 M (35.1 FT) WEST-SOUTHWEST OF THE
 AH4944'CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT) EAST-NORTHEAST OF A
 AH4944'WITNESS POST AT THE FENCE, 48.0 M (157.5 FT) SOUTH OF THE SOUTH END OF
 AH4944'A FIELD ROAD CULVERT ACROSS THE HIGHWAY--44.0 MNORTH OF THE CORNER
 AH4944'FENCE POST, 48.5 M (159.1 FT) SOUTH-SOUTHEAST OF A HIGHWAY SIGN
 AH4944'POST--BOTH WITH REFERENCE TAGS. REFERENCE POINT NO. 1 IS AN NCDOT DISK
 AH4944'STAMPED---6 LB 40 1972---, SET INTO THE TOP OF A SQUARE CONCRETE POST
 AH4944'FLUSH WITH THE GROUND. LOCATED 44.0 M (144.4 FT) WEST OF THE
 AH4944'CENTERLINE OF THE HIGHWAY--AND 0.9 M (3.0 FT) EAST-SOUTHEAST OF A
 AH4944'FENCE POST, 10.0 M (32.8 FT) SOUTHEAST OF A 16-INCH PINE, 16.7 M (54.8
 AH4944'FT) SOUTH OF AN 8-INCH PINE--ALL THREE WITH REFERENCE TAGS.
 AH4944
 AH4944                          STATION RECOVERY (1985)
 AH4944
 AH4944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH4944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2946 ***********************************************************************
 FA2946  DESIGNATION -  BRIAR
 FA2946  PID         -  FA2946
 FA2946  STATE/COUNTY-  NC/CATAWBA
 FA2946  USGS QUAD   -  HICKORY (1993)
 FA2946
 FA2946                         *CURRENT SURVEY CONTROL
 FA2946  ___________________________________________________________________
 FA2946* NAD 83(2001)-  35 43 53.41584(N)    081 15 24.32021(W)     ADJUSTED  
 FA2946* NAVD 88     -       313.4    (meters)    1028.     (feet)  VERTCON   
 FA2946  ___________________________________________________________________
 FA2946  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 FA2946  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 FA2946  HORZ ORDER  -  SECOND
 FA2946
 FA2946.The horizontal coordinates were established by classical geodetic methods
 FA2946.and adjusted by the National Geodetic Survey in August 2005.
 FA2946
 FA2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2946
 FA2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2946
 FA2946.The geoid height was determined by GEOID03.
 FA2946
 FA2946;                    North         East     Units Scale Factor Converg.
 FA2946;SPC NC       -   222,131.813   405,472.779   MT  0.99990756   -1 18 09.1
 FA2946;SPC NC       -   728,777.46  1,330,288.61   sFT  0.99990756   -1 18 09.1
 FA2946;UTM  17      - 3,954,199.416   476,781.016   MT  0.99960664   -0 08 59.8
 FA2946
 FA2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2946!SPC NC       -   0.99995586  x   0.99990756  =   0.99986342
 FA2946!UTM  17      -   0.99995586  x   0.99960664  =   0.99956251
 FA2946
 FA2946:                Primary Azimuth Mark                     Grid Az
 FA2946:SPC NC       -  JONAS                                    067 45 33.2
 FA2946:UTM  17      -  JONAS                                    066 36 23.9
 FA2946
 FA2946|---------------------------------------------------------------------|
 FA2946| PID    Reference Object                     Distance      Geod. Az  |
 FA2946|                                                           dddmmss.s |
 FA2946| FA2923 JONAS                               APPROX. 0.9 KM 0662724.1 |
 FA2946|---------------------------------------------------------------------|
 FA2946
 FA2946                          SUPERSEDED SURVEY CONTROL
 FA2946
 FA2946  NAD 83(1986)-  35 43 53.42522(N)    081 15 24.32400(W) AD(       ) 2
 FA2946  NAD 27      -  35 43 52.94464(N)    081 15 25.02543(W) AD(       ) 2
 FA2946  NGVD 29 (07/19/86)  313.6    (m)         1029.     (f) VERT ANG    3  
 FA2946
 FA2946.Superseded values are not recommended for survey control.
 FA2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2946.See file dsdata.txt to determine how the superseded data were derived.
 FA2946
 FA2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7678154199(NAD 83)
 FA2946_MARKER: DE = TRAVERSE STATION DISK
 FA2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2946_STAMPING: BRIAR 1967
 FA2946_MARK LOGO: NCGS  
 FA2946_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2946+STABILITY: SURFACE MOTION
 FA2946
 FA2946  HISTORY     - Date     Condition        Report By
 FA2946  HISTORY     - 1967     MONUMENTED       NCGS
 FA2946  HISTORY     - 19990222 SEE DESCRIPTION  NCGS
 FA2946  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 FA2946
 FA2946                          STATION DESCRIPTION
 FA2946
 FA2946'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2946'BRIAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2946'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2946'
 FA2946'BRIAR IS LOCATED APPROXIMATELY 4.6 MILES EAST OF THE CENTER OF
 FA2946'HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2946'SR 1491 (SECTION HOUSE RD.) WITH SR 1007 (OLD U.S. 70, GO NORTH
 FA2946'ON SR 1491 FOR 0.8 MILES TO SR 1544, TURN LEFT (WEST) ON
 FA2946'SR 1544 FOR 0.8 MILES TO HIGH VOLTAGE LINE, AND STATION.  WHICH
 FA2946'IS LOCATED ON CREST OF SMALL HILL ABOUT 250 FEET NORTHEAST OF
 FA2946'POINT WHERE HIGH VOLTAGE LINE CROSSES SR 1544, AND 55.0 FEET
 FA2946'SOUTHEAST OF CENTER OF LINE.
 FA2946'
 FA2946'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2946'BRIAR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2946'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2946'
 FA2946'MARK IS
 FA2946'
 FA2946'5.5 FT SSE OF PP 122 (1ST PP WEST OF PP 122), WITH ALUMINUM
 FA2946'REF. TAG
 FA2946'
 FA2946'86.0 FT SE OF SW LEG OF STEEL TOWER OF NO. 357
 FA2946'
 FA2946'77.2 FT SE OF SE LEG OF STEEL TOWER NO. 357
 FA2946'
 FA2946'55.0 FT S OF C/L OF MAIN POWER LINE
 FA2946
 FA2946                          STATION RECOVERY (1999)
 FA2946
 FA2946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA2946'MARK IS DESTROYED, MONUMENT FOUND OUT OF THE GROUND WITH ONLY THE STEM
 FA2946'REMAINING IN THE TOP.
 FA2946
 FA2946                          STATION RECOVERY (2004)
 FA2946
 FA2946'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA2946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3508 ***********************************************************************
 EZ3508  DESIGNATION -  BRIAR
 EZ3508  PID         -  EZ3508
 EZ3508  STATE/COUNTY-  NC/MOORE
 EZ3508  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ3508
 EZ3508                         *CURRENT SURVEY CONTROL
 EZ3508  ___________________________________________________________________
 EZ3508* NAD 83(2001)-  35 10 41.61863(N)    079 25 55.50707(W)     ADJUSTED  
 EZ3508* NAVD 88     -       126.2    (meters)     414.     (feet)  VERTCON   
 EZ3508  ___________________________________________________________________
 EZ3508  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 EZ3508  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 EZ3508  HORZ ORDER  -  SECOND
 EZ3508
 EZ3508.The horizontal coordinates were established by classical geodetic methods
 EZ3508.and adjusted by the National Geodetic Survey in August 2005.
 EZ3508
 EZ3508.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3508
 EZ3508.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3508
 EZ3508.The geoid height was determined by GEOID03.
 EZ3508
 EZ3508;                    North         East     Units Scale Factor Converg.
 EZ3508;SPC NC       -   158,518.791   570,247.769   MT  0.99987341   -0 14 57.8
 EZ3508;SPC NC       -   520,073.73  1,870,887.89   sFT  0.99987341   -0 14 57.8
 EZ3508;UTM  17      - 3,893,933.698   642,769.931   MT  0.99985121   +0 54 12.5
 EZ3508
 EZ3508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3508!SPC NC       -   0.99998516  x   0.99987341  =   0.99985857
 EZ3508!UTM  17      -   0.99998516  x   0.99985121  =   0.99983637
 EZ3508
 EZ3508:                Primary Azimuth Mark                     Grid Az
 EZ3508:SPC NC       -  CREST                                    314 34 37.7
 EZ3508:UTM  17      -  CREST                                    313 25 27.4
 EZ3508
 EZ3508|---------------------------------------------------------------------|
 EZ3508| PID    Reference Object                     Distance      Geod. Az  |
 EZ3508|                                                           dddmmss.s |
 EZ3508| EZ3505 CREST                               APPROX. 1.3 KM 3141939.9 |
 EZ3508|---------------------------------------------------------------------|
 EZ3508
 EZ3508                          SUPERSEDED SURVEY CONTROL
 EZ3508
 EZ3508  NAD 83(1986)-  35 10 41.61161(N)    079 25 55.50665(W) AD(       ) 2
 EZ3508  NAD 27      -  35 10 41.04412(N)    079 25 56.38847(W) AD(       ) 2
 EZ3508  NGVD 29 (07/19/86)  126.4    (m)          415.     (f) VERT ANG    3  
 EZ3508
 EZ3508.Superseded values are not recommended for survey control.
 EZ3508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3508.See file dsdata.txt to determine how the superseded data were derived.
 EZ3508
 EZ3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4277093934(NAD 83)
 EZ3508_MARKER: DE = TRAVERSE STATION DISK
 EZ3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3508_STAMPING: BRIAR 1972
 EZ3508_MARK LOGO: NCGS  
 EZ3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3508+STABILITY: SURFACE MOTION
 EZ3508
 EZ3508  HISTORY     - Date     Condition        Report By
 EZ3508  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3508  HISTORY     - 20041013 MARK NOT FOUND   NCGS
 EZ3508  HISTORY     - 20041013 MARK NOT FOUND   NCGS
 EZ3508  HISTORY     - 20041019 MARK NOT FOUND   GEOCAC
 EZ3508
 EZ3508                          STATION DESCRIPTION
 EZ3508
 EZ3508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3508'BRIAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3508'VICINITY OF SOUTHERN PINES, NORTH CAROLINA.
 EZ3508'
 EZ3508'BRIAR IS LOCATED APPROXIMATELY 2.2 MILES WEST OF SOUTHERN PINES AND
 EZ3508'2.5 MILES ESE OF PINEHURST.  TO REACH STATION FROM THE US 15-501,
 EZ3508'NC 2-211 TRAFFIC CIRCLE EAST OF PINEHURST, PROCEED SOUTHEAST ALONG
 EZ3508'US 15-501, NC 211 FOR 1.9 MILES TO STATION ON LEFT ON TOP OF A 14
 EZ3508'FOOT CUT, 0.2 MILE NORTHWEST OF THE INTERSECTION WITH SR 1205 (WEST),
 EZ3508'AND APPROXIMATELY 120 FEET SOUTHEAST OF CREST OF HILL.
 EZ3508'
 EZ3508'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIAR
 EZ3508'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ3508'INCHES ABOVE THE GROUND.
 EZ3508'
 EZ3508'MARK IS
 EZ3508'61.5 FEET NE OF C/L OF US 15-501 (SLOPE).
 EZ3508'7.4 FEET NE OF PP NO. 11139 WITH ALUMINUM REF. TAG.
 EZ3508'51.7 FEET NW OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3508'20.3 FEET W OF 3 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3508
 EZ3508                          STATION RECOVERY (2004)
 EZ3508
 EZ3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ3508'NOT FOUND SHOULD BE CONSIDERED DESTROYED--DISK NOT FOUND.  14-FT CUT
 EZ3508'IS NOW ABOUT 6-FT HIGH.  RTK GPS USED POSITION FALLS NEAR FIRST 1 BANK
 EZ3508'SIGN.
 EZ3508
 EZ3508                          STATION RECOVERY (2004)
 EZ3508
 EZ3508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ3508'NOT FOUND SHOULD BE CONSIDERED DESTROYED--DISK NOT FOUND.  14-FT CUT
 EZ3508'IS NOW ABOUT 6-FT HIGH.  RTK GPS USED POSITION FALLS NEAR FIRST 1 BANK
 EZ3508'SIGN.
 EZ3508
 EZ3508                          STATION RECOVERY (2004)
 EZ3508
 EZ3508'RECOVERY NOTE BY GEOCACHING 2004
 EZ3508'HIGHWAYS IN BOTH DIRECTIONS HAVE BEEN WIDENED AND LANDSCAPED.
 EZ3508'ALL REFERENCE TAGS ARE GONE AND MARKER IS EITHER BURIED OR DESTROYED
 EZ3508'BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1656 ***********************************************************************
 FZ1656  DESIGNATION -  BRIAR
 FZ1656  PID         -  FZ1656
 FZ1656  STATE/COUNTY-  NC/FORSYTH
 FZ1656  USGS QUAD   -  VIENNA (1986)
 FZ1656
 FZ1656                         *CURRENT SURVEY CONTROL
 FZ1656  ___________________________________________________________________
 FZ1656* NAD 83(2001)-  36 12 49.83668(N)    080 25 28.73776(W)     ADJUSTED  
 FZ1656* NAVD 88     -       244.6    (meters)     802.     (feet)  VERTCON   
 FZ1656  ___________________________________________________________________
 FZ1656  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 FZ1656  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 FZ1656  HORZ ORDER  -  SECOND
 FZ1656
 FZ1656.The horizontal coordinates were established by classical geodetic methods
 FZ1656.and adjusted by the National Geodetic Survey in August 2005.
 FZ1656
 FZ1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1656
 FZ1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1656
 FZ1656.The geoid height was determined by GEOID03.
 FZ1656
 FZ1656;                    North         East     Units Scale Factor Converg.
 FZ1656;SPC NC       -   274,247.854   481,499.928   MT  1.00001351   -0 49 20.2
 FZ1656;SPC NC       -   899,761.50  1,579,721.01   sFT  1.00001351   -0 49 20.2
 FZ1656;UTM  17      - 4,007,820.657   551,714.891   MT  0.99963295   +0 20 23.7
 FZ1656
 FZ1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1656!SPC NC       -   0.99996685  x   1.00001351  =   0.99998036
 FZ1656!UTM  17      -   0.99996685  x   0.99963295  =   0.99959981
 FZ1656
 FZ1656:                Primary Azimuth Mark                     Grid Az
 FZ1656:SPC NC       -  CHEEK                                    158 21 37.5
 FZ1656:UTM  17      -  CHEEK                                    157 11 53.6
 FZ1656
 FZ1656|---------------------------------------------------------------------|
 FZ1656| PID    Reference Object                     Distance      Geod. Az  |
 FZ1656|                                                           dddmmss.s |
 FZ1656| FZ1657 CHEEK                               APPROX. 0.7 KM 1573217.3 |
 FZ1656| FZ1655 SNYDER                              193.096 METERS 30219     |
 FZ1656|---------------------------------------------------------------------|
 FZ1656
 FZ1656                          SUPERSEDED SURVEY CONTROL
 FZ1656
 FZ1656  NAD 83(1993)-  36 12 49.84439(N)    080 25 28.74774(W) AD(       ) 2
 FZ1656  NAD 83(1986)-  36 12 49.84502(N)    080 25 28.74634(W) AD(       ) 2
 FZ1656  NAD 27      -  36 12 49.35053(N)    080 25 29.55108(W) AD(       ) 2
 FZ1656  NGVD 29 (07/19/86)  244.8    (m)          803.     (f) VERT ANG    3  
 FZ1656
 FZ1656.Superseded values are not recommended for survey control.
 FZ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1656.See file dsdata.txt to determine how the superseded data were derived.
 FZ1656
 FZ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5171507821(NAD 83)
 FZ1656_MARKER: DE = TRAVERSE STATION DISK
 FZ1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1656_STAMPING: BRIAR 1970
 FZ1656_MARK LOGO: NCGS  
 FZ1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1656+STABILITY: SURFACE MOTION
 FZ1656
 FZ1656  HISTORY     - Date     Condition        Report By
 FZ1656  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1656
 FZ1656                          STATION DESCRIPTION
 FZ1656
 FZ1656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1656'BRIAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1656'VICINITY OF DOZIER, NORTH CAROLINA.
 FZ1656'
 FZ1656'BRIAR IS LOCATED APPROXIMATELY 1.8 MILES NORTHWEST OF DOZIER AND 3.4
 FZ1656'MILES SOUTHWEST OF TOBACCOVILLE.  TO REACH STATION PROCEED FROM THE
 FZ1656'INTERSECTION OF NC 65 AND NC 67 APPROXIMATELY 8 MILES WEST OF
 FZ1656'WINSTON SALEM, GO WEST ON NC 67 FOR 3.95 MILES TO INTERSECTIONS OF
 FZ1656'NC 67 WEST, SR 1475 SOUTH, AND SR 1619 NORTH. CONTINUE WEST ON NC 67
 FZ1656'FOR 0.4 MILE TO STATION ON RIGHT ON WEST BANK OF LARGE VALLEY, AND
 FZ1656'0.35 MILE EAST OF BRIDGE ON NC 67 OVER YADKIN RIVER AND COUNTY
 FZ1656'LINE.
 FZ1656'
 FZ1656'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIAR
 FZ1656'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1656'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1656'
 FZ1656'MARK IS
 FZ1656'53.4 FEET NE OF C/L OF NC 67.
 FZ1656'25.5 FEET SE OF ALUMINUM REF. TAG ON TP.
 FZ1656'15.1 FEET SSW OF ALUMINUM REF. TAG ON 14 INCH OAK TREE.
 FZ1656'11.3 FEET NW OF ALUMINUM REF. TAG ON POST OF R/W MARKER SIGN.
 FZ1656'49.9 FEET NNW OF CENTER OF HEADWALL OVER CREEK ON N SIDE OF NC
 FZ1656'67.  12.7 FEET NW OF R/W MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1883 ***********************************************************************
 FA1883  DESIGNATION -  BRIARS
 FA1883  PID         -  FA1883
 FA1883  STATE/COUNTY-  NC/MONTGOMERY
 FA1883  USGS QUAD   -  BADIN (1994)
 FA1883
 FA1883                         *CURRENT SURVEY CONTROL
 FA1883  ___________________________________________________________________
 FA1883* NAD 83(2001)-  35 28 29.73919(N)    080 02 12.46564(W)     ADJUSTED  
 FA1883* NAVD 88     -       158.1    (meters)     519.     (feet)  VERTCON   
 FA1883  ___________________________________________________________________
 FA1883  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FA1883  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA1883  HORZ ORDER  -  SECOND
 FA1883
 FA1883.The horizontal coordinates were established by classical geodetic methods
 FA1883.and adjusted by the National Geodetic Survey in August 2005.
 FA1883
 FA1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1883
 FA1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1883
 FA1883.The geoid height was determined by GEOID03.
 FA1883
 FA1883;                    North         East     Units Scale Factor Converg.
 FA1883;SPC NC       -   191,838.201   515,517.115   MT  0.99988015   -0 35 54.3
 FA1883;SPC NC       -   629,389.16  1,691,325.73   sFT  0.99988015   -0 35 54.3
 FA1883;UTM  17      - 3,926,139.089   587,384.448   MT  0.99969410   +0 33 32.5
 FA1883
 FA1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1883!SPC NC       -   0.99997994  x   0.99988015  =   0.99986009
 FA1883!UTM  17      -   0.99997994  x   0.99969410  =   0.99967405
 FA1883
 FA1883|---------------------------------------------------------------------|
 FA1883| PID    Reference Object                     Distance      Geod. Az  |
 FA1883|                                                           dddmmss.s |
 FA1883| FA1882 LASH                                254.193 METERS 13445     |
 FA1883| FA1884 MORRIS                              APPROX. 0.6 KM 2834814.7 |
 FA1883|---------------------------------------------------------------------|
 FA1883
 FA1883                          SUPERSEDED SURVEY CONTROL
 FA1883
 FA1883  NAD 83(1986)-  35 28 29.74267(N)    080 02 12.47199(W) AD(       ) 2
 FA1883  NAD 27      -  35 28 29.24007(N)    080 02 13.29841(W) AD(       ) 2
 FA1883  NGVD 29 (07/19/86)  158.4    (m)          520.     (f) VERT ANG    3  
 FA1883
 FA1883.Superseded values are not recommended for survey control.
 FA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1883.See file dsdata.txt to determine how the superseded data were derived.
 FA1883
 FA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8738426139(NAD 83)
 FA1883_MARKER: DE = TRAVERSE STATION DISK
 FA1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1883_STAMPING: BRIARS 1974
 FA1883_MARK LOGO: NCGS  
 FA1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1883+STABILITY: SURFACE MOTION
 FA1883
 FA1883  HISTORY     - Date     Condition        Report By
 FA1883  HISTORY     - 1975     MONUMENTED       NCGS
 FA1883
 FA1883                          STATION DESCRIPTION
 FA1883
 FA1883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 FA1883'BRIARS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1883'IN THE VICINITY OF TROY, NORTH CAROLINA.
 FA1883'
 FA1883'BRIARS IS LOCATED APPROXIMATELY 11.4 MILES NW OF TROY, AND 0.7
 FA1883'MILE NW OF ELDORADO COMMUNITY.  TO REACH STATION FROM INTERSECTION
 FA1883'OF SR 1150 WITH NC 109 AT UWHARRIE, PROCEED NORTHERLY ALONG NC
 FA1883'109 FOR 4.8 MILES TO STATION ON THE RIGHT AT THE SE SIDE OF A
 FA1883'WOODS ROAD LEADING NE.  AND 0.7 MILE NORTH OF THE INTERSECTION
 FA1883'WITH SR 1302.
 FA1883'
 FA1883'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1883'BRIARS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1883'WHICH IS FLUSH WITH THE GROUND.
 FA1883'
 FA1883'MARK IS 47.0 FT NE OF C/L OF NC 109
 FA1883'
 FA1883'14.5 FT SE OF C/L OF WOODS ROAD
 FA1883'
 FA1883'114.9 FT ESE OF SE END OF CONCRETE HEADWALL ON NE SIDE OF NC 109
 FA1883'
 FA1883'31.4 FT ESE OF CENTER OF TOP OF TELEPHONE PEDESTAL
 FA1883'
 FA1883'42.2 FT SE OF 8 IN GUM WITH ALUMINUM REF. TAG
 FA1883'
 FA1883'59.7 FT SSW OF 12 IN PINE WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2715 ***********************************************************************
 EY2715  DESIGNATION -  BRIARS
 EY2715  PID         -  EY2715
 EY2715  STATE/COUNTY-  NC/DUPLIN
 EY2715  USGS QUAD   -  SUMMERLINS CROSSROAD (1980)
 EY2715
 EY2715                         *CURRENT SURVEY CONTROL
 EY2715  ___________________________________________________________________
 EY2715* NAD 83(2001)-  35 01 03.70220(N)    077 56 24.90744(W)     ADJUSTED  
 EY2715* NAVD 88     -        35.9    (meters)     118.     (feet)  VERTCON   
 EY2715  ___________________________________________________________________
 EY2715  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 EY2715  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 EY2715  HORZ ORDER  -  SECOND
 EY2715
 EY2715.The horizontal coordinates were established by classical geodetic methods
 EY2715.and adjusted by the National Geodetic Survey in August 2005.
 EY2715
 EY2715.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2715
 EY2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2715
 EY2715.The geoid height was determined by GEOID03.
 EY2715
 EY2715;                    North         East     Units Scale Factor Converg.
 EY2715;SPC NC       -   141,141.711   706,309.481   MT  0.99988089   +0 36 42.0
 EY2715;SPC NC       -   463,062.43  2,317,283.69   sFT  0.99988089   +0 36 42.0
 EY2715;UTM  18      - 3,878,957.568   231,714.376   MT  1.00048718   -1 41 17.6
 EY2715;UTM  17      - 3,879,285.578   779,192.614   MT  1.00056080   +1 45 24.9
 EY2715
 EY2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2715!SPC NC       -   0.99999997  x   0.99988089  =   0.99988086
 EY2715!UTM  18      -   0.99999997  x   1.00048718  =   1.00048715
 EY2715!UTM  17      -   0.99999997  x   1.00056080  =   1.00056077
 EY2715
 EY2715|---------------------------------------------------------------------|
 EY2715| PID    Reference Object                     Distance      Geod. Az  |
 EY2715|                                                           dddmmss.s |
 EY2715| EY2714 SWEET                               316.087 METERS 14624     |
 EY2715| EY2716 SANDERSON                           406.530 METERS 3445353.7 |
 EY2715|---------------------------------------------------------------------|
 EY2715
 EY2715                          SUPERSEDED SURVEY CONTROL
 EY2715
 EY2715  NAD 83(1986)-  35 01 03.71085(N)    077 56 24.92003(W) AD(       ) 2
 EY2715  NAD 27      -  35 01 03.11276(N)    077 56 25.97639(W) AD(       ) 2
 EY2715  NGVD 29 (07/19/86)   36.2    (m)          119.     (f) VERT ANG    3  
 EY2715
 EY2715.Superseded values are not recommended for survey control.
 EY2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2715.See file dsdata.txt to determine how the superseded data were derived.
 EY2715
 EY2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3171478958(NAD 83)
 EY2715_MARKER: DE = TRAVERSE STATION DISK
 EY2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2715_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2715+STABILITY: SURFACE MOTION
 EY2715
 EY2715  HISTORY     - Date     Condition        Report By
 EY2715  HISTORY     - 1976     MONUMENTED       NCGS
 EY2715
 EY2715                          STATION DESCRIPTION
 EY2715
 EY2715'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2715'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTH-NORTHEAST OF
 EY2715'KENANSVILLE AND 4.7 MILES SOUTH-SOUTHEAST OF SUMMERLIN CROSSROADS.
 EY2715'
 EY2715'TO REACH THE STATION FROM THE Y INTERSECTION OF NC 11 WITH SR 1004
 EY2715'NORTHEAST OF KENANSVILLE, PROCEED NORTH ALONG SR 1004 FOR 2.0 MILES TO
 EY2715'STATION ON THE LEFT IN SHOULDER, ACROSS HIGHWAY AND ON PROLONGATION OF
 EY2715'THE CENTER OF A DIM TRACK ROAD LEADING INTO WOODS, 0.9 MILE SOUTH OF T
 EY2715'INTERSECTION WITH SR 1382 (WEST).
 EY2715'
 EY2715'STATION MARK IS A STANDARD DISK STAMPED---BRIARS 1976---, SET IN THE
 EY2715'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EY2715'MARK IS 17.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1004, 96.3
 EY2715'FEET NORTH-NORTHWEST OF WEST END OF AN 18 INCH CULVERT UNDER HIGHWAY,
 EY2715'118.0 FEET NORTHWEST OF EAST END OF AN 18 INCH CULVERT UNDER HIGHWAY
 EY2715'AND 63.0 FEET WEST OF 12 INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8923 ***********************************************************************
 AI8923  DESIGNATION -  BRIARWOOD
 AI8923  PID         -  AI8923
 AI8923  STATE/COUNTY-  NC/BURKE
 AI8923  USGS QUAD   -  GRANITE FALLS (1993)
 AI8923
 AI8923                         *CURRENT SURVEY CONTROL
 AI8923  ___________________________________________________________________
 AI8923* NAD 83(2007)-  35 45 40.36864(N)    081 26 47.44033(W)     ADJUSTED  
 AI8923* NAVD 88     -       347.8    (meters)    1141.     (feet)  GPS OBS   
 AI8923  ___________________________________________________________________
 AI8923  EPOCH DATE  -        2002.00
 AI8923  X           -     770,700.378 (meters)                     COMP
 AI8923  Y           -  -5,124,148.804 (meters)                     COMP
 AI8923  Z           -   3,706,908.804 (meters)                     COMP
 AI8923  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AI8923  ELLIP HEIGHT-         315.548 (meters)          (02/10/07) ADJUSTED
 AI8923  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AI8923
 AI8923  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8923  Type    PID    Designation                      North   East  Ellip
 AI8923  -------------------------------------------------------------------
 AI8923  NETWORK AI8923 BRIARWOOD                         0.73   0.55   1.25
 AI8923  -------------------------------------------------------------------
 AI8923
 AI8923.The horizontal coordinates were established by GPS observations
 AI8923.and adjusted by the National Geodetic Survey in February 2007.
 AI8923
 AI8923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8923.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8923.The horizontal coordinates are valid at the epoch date displayed above.
 AI8923.The epoch date for horizontal control is a decimal equivalence
 AI8923.of Year/Month/Day.
 AI8923
 AI8923.The orthometric height was determined by GPS observations and a
 AI8923.high-resolution geoid model.
 AI8923
 AI8923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8923
 AI8923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8923
 AI8923.The ellipsoidal height was determined by GPS observations
 AI8923.and is referenced to NAD 83.
 AI8923
 AI8923.The geoid height was determined by GEOID03.
 AI8923
 AI8923;                    North         East     Units Scale Factor Converg.
 AI8923;SPC NC       -   225,833.463   388,393.538   MT  0.99991203   -1 24 43.4
 AI8923;SPC NC       -   740,921.95  1,274,254.47   sFT  0.99991203   -1 24 43.4
 AI8923;UTM  17      - 3,957,555.986   459,635.909   MT  0.99962008   -0 15 39.4
 AI8923
 AI8923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8923!SPC NC       -   0.99995048  x   0.99991203  =   0.99986251
 AI8923!UTM  17      -   0.99995048  x   0.99962008  =   0.99957057
 AI8923
 AI8923:                Primary Azimuth Mark                     Grid Az
 AI8923:SPC NC       -  FRIENDSHIP                               112 09 53.3
 AI8923:UTM  17      -  FRIENDSHIP                               111 00 49.3
 AI8923
 AI8923|---------------------------------------------------------------------|
 AI8923| PID    Reference Object                     Distance      Geod. Az  |
 AI8923|                                                           dddmmss.s |
 AI8923| AI8924 FRIENDSHIP                          460.688 METERS 1104509.9 |
 AI8923|---------------------------------------------------------------------|
 AI8923
 AI8923                          SUPERSEDED SURVEY CONTROL
 AI8923
 AI8923  NAD 83(2001)-  35 45 40.36872(N)    081 26 47.44027(W) AD(       ) 1
 AI8923  ELLIP H (03/13/03)  315.561  (m)                       GP(       ) 4 2
 AI8923  NAD 83(1986)-  35 45 40.37638(N)    081 26 47.44385(W) AD(       ) 1
 AI8923
 AI8923.Superseded values are not recommended for survey control.
 AI8923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8923.See file dsdata.txt to determine how the superseded data were derived.
 AI8923
 AI8923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5963657556(NAD 83)
 AI8923_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8923_STAMPING: BRIARWOOD 1996
 AI8923_MARK LOGO: NCGS  
 AI8923_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8923+STABILITY: SURFACE MOTION
 AI8923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8923+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8923
 AI8923  HISTORY     - Date     Condition        Report By
 AI8923  HISTORY     - 1996     MONUMENTED       NCGS
 AI8923
 AI8923                          STATION DESCRIPTION
 AI8923
 AI8923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8923'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTH-NORTHEAST OF ICARD AND
 AI8923'13.6 MI (21.9 KM) EAST OF MORGANTON, AT THE BRIARWOOD HEIGHTS
 AI8923'SUBDIVISION.
 AI8923'ALONG SR 1611-RHODHISS ROAD FOR 3.7 MI (6.0 KM) NORTHEAST FROM US 70
 AI8923'IN CONNELLYS SPRINGS TO SR 2300-RIDGE DRIVE AND STATION NEAR
 AI8923'SUBDIVISION SIGN.
 AI8923'MARK IS ABOUT 3-FEET LOWER THAN SR 1611 AND RECESSED 1-INCH BELOW
 AI8923'SURFACE.  LOCATED 27.5 FT (8.4 M) SOUTHWEST OF THE CENTERLINE OF SR
 AI8923'1611, 60.5 FT (18.4 M) NORTHWEST OF THE CENTERLINE OF SR 2300, 64.0 FT
 AI8923'(19.5 M) WEST-NORTHWEST OF THE CENTERLINE INTERSECTION, 183.9 FT (56.1
 AI8923'M) SOUTHEAST OF A TELEPHONE PEDESTAL, 8.1 FT (2.5 M) NORTH-NORTHWEST
 AI8923'OF THE END OF SIGN--BRIARWOOD HEIGHTS, 71.6 FT (21.8 M) SOUTH OF A
 AI8923'POWER POLE (ACROSS ROAD) AND 15.6 FT (4.8 M) NORTH OF A LIGHT
 AI8923'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0928 ***********************************************************************
 EA0928  DESIGNATION -  BRICE
 EA0928  PID         -  EA0928
 EA0928  STATE/COUNTY-  NC/PENDER
 EA0928  USGS QUAD   -  WALLACE EAST (1981)
 EA0928
 EA0928                         *CURRENT SURVEY CONTROL
 EA0928  ___________________________________________________________________
 EA0928* NAD 83(2001)-  34 41 30.25815(N)    077 57 05.57178(W)     ADJUSTED  
 EA0928* NAVD 88     -        18.082  (meters)      59.32   (feet)  ADJUSTED  
 EA0928  ___________________________________________________________________
 EA0928  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EA0928  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 EA0928  DYNAMIC HT  -          18.065 (meters)      59.27  (feet)  COMP
 EA0928  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 EA0928
 EA0928  HORZ ORDER  -  SECOND
 EA0928  VERT ORDER  -  SECOND    CLASS II
 EA0928
 EA0928.The horizontal coordinates were established by classical geodetic methods
 EA0928.and adjusted by the National Geodetic Survey in August 2005.
 EA0928
 EA0928.The orthometric height was determined by differential leveling
 EA0928.and adjusted in June 1991.
 EA0928
 EA0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0928
 EA0928.The geoid height was determined by GEOID03.
 EA0928
 EA0928.The dynamic height is computed by dividing the NAVD 88
 EA0928.geopotential number by the normal gravity value computed on the
 EA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0928.degrees latitude (g = 980.6199 gals.).
 EA0928
 EA0928.The modeled gravity was interpolated from observed gravity values.
 EA0928
 EA0928;                    North         East     Units Scale Factor Converg.
 EA0928;SPC NC       -   104,975.523   705,660.596   MT  0.99992003   +0 36 18.5
 EA0928;SPC NC       -   344,407.20  2,315,154.81   sFT  0.99992003   +0 36 18.5
 EA0928;UTM  18      - 3,842,824.761   229,617.777   MT  1.00050117   -1 40 51.3
 EA0928;UTM  17      - 3,843,089.641   779,262.276   MT  1.00056135   +1 44 10.3
 EA0928
 EA0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0928!SPC NC       -   1.00000285  x   0.99992003  =   0.99992288
 EA0928!UTM  18      -   1.00000285  x   1.00050117  =   1.00050403
 EA0928!UTM  17      -   1.00000285  x   1.00056135  =   1.00056421
 EA0928
 EA0928:                Primary Azimuth Mark                     Grid Az
 EA0928:SPC NC       -  WILLARD                                  268 22 25.8
 EA0928:UTM  18      -  WILLARD                                  270 39 35.6
 EA0928:UTM  17      -  WILLARD                                  267 14 34.0
 EA0928
 EA0928|---------------------------------------------------------------------|
 EA0928| PID    Reference Object                     Distance      Geod. Az  |
 EA0928|                                                           dddmmss.s |
 EA0928| EA2969 WILLARD                             APPROX. 0.6 KM 2685844.3 |
 EA0928|---------------------------------------------------------------------|
 EA0928
 EA0928                          SUPERSEDED SURVEY CONTROL
 EA0928
 EA0928  NAD 83(1986)-  34 41 30.26549(N)    077 57 05.57973(W) AD(       ) 2
 EA0928  NAD 27      -  34 41 29.66249(N)    077 57 06.63561(W) AD(       ) 2
 EA0928  NGVD 29 (??/??/92)   18.367  (m)           60.26   (f) ADJ UNCH    2 2
 EA0928
 EA0928.Superseded values are not recommended for survey control.
 EA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0928.See file dsdata.txt to determine how the superseded data were derived.
 EA0928
 EA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2961842825(NAD 83)
 EA0928_MARKER: DD = SURVEY DISK
 EA0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0928_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0928_STAMPING: BRICE 1968
 EA0928
 EA0928  HISTORY     - Date     Condition        Report By
 EA0928  HISTORY     - 1968     MONUMENTED       NCGS
 EA0928  HISTORY     - 1973     GOOD             NCGS
 EA0928  HISTORY     - 1975     GOOD             NCGS
 EA0928
 EA0928                          STATION DESCRIPTION
 EA0928
 EA0928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA0928'BRICE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0928'IN THE VICINITY OF WALLACE, NORTH CAROLINA.
 EA0928'
 EA0928'BRICE IS LOCATED APPROXIMATELY 3.8 MILES SOUTHEAST OF THE
 EA0928'CENTER OF WALLACE.  TO REACH STATION PROCEED FROM THE
 EA0928'PENDER-DUPLIN COUNTY LINE, GO SOUTH ON U.S. 117 FOR 2.35 MILES
 EA0928'TO INTERSECTION OF SR 1001, AND STATION.  WHICH IS ON THE EAST
 EA0928'SHOULDER OF U.S. 117 IN LINE WITH THE NORTH SHOULDER OF SR 1001.
 EA0928'
 EA0928'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0928'BRICE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA0928'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0928'
 EA0928'MARK IS
 EA0928'
 EA0928'19.6 FT ENE OF C/L OF INTERSECTION OF SR 1001 WITH U.S. 117
 EA0928'
 EA0928'78.6 FT SE OF 4X4 POST WITH U.S. 117 SIGN ON E SHOULDER OF
 EA0928'U.S. 117, AND WITH ALUMINUM REF. TAG
 EA0928'
 EA0928'73.2 FT NW OF PP 983 ON E SIDE OF U.S. 117, AND WITH
 EA0928'ALUMINUM REF. TAG
 EA0928'
 EA0928'48.8 FT NE OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1001,
 EA0928'AND WITH ALUMINUM REF. TAG
 EA0928'
 EA0928'34.9 FT WSW OF 10 INCH PECAN TREE ON E SIDE OF U.S. 117, AND
 EA0928'WITH ALUMINUM REF. TAG
 EA0928'
 EA0928'76.0 FT WSW OF NW CORNER OF OLD ONE STORY FRAME HOUSE
 EA0928'
 EA0928'40.8 FT NW OF N END OF CULVERT UNDER DRIVEWAY TO OLD ONE
 EA0928'STORY FRAME HOUSE ON E SIDE OF U.S. 117
 EA0928
 EA0928                          STATION RECOVERY (1973)
 EA0928
 EA0928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA0928'STATION RECOVERED AS DESCRIBED.  REVISED DESCRIPTION SHOULD
 EA0928'READ - 18.0 FT E OF C/L OF U.S. 117, 19.6 FT ENE OF C/L OF
 EA0928'INTERSECTION OF SR 1001 WITH U.S. 117, 73.2 FT NW OF PP
 EA0928'983 ON E SIDE OF U.S. 117 WITH ALUMINUM REF. TAG, 49.6 FT ENE
 EA0928'OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1001 AND WITH
 EA0928'ALUMINUM REF. TAG, 34.9 FT WSW OF 10 IN PECAN TREE ON E SIDE
 EA0928'OF U.S. 117 WITH ALUMINUM REF. TAG, 76.0 FT WSW OF NW CORNER
 EA0928'OF OLD 1 STORY FRAME HOUSE, AND 40.8 FT NW OF N END OF CULVERT
 EA0928'UNDER DRIVEWAY TO OLD 1 STORY FRAME HOUSE ON E SIDE OF U.S.
 EA0928'117.
 EA0928
 EA0928                          STATION RECOVERY (1975)
 EA0928
 EA0928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0928'1.7 MI E FROM WILLARD.
 EA0928'BRICE IS LOCATED APPROXIMATELY 9.9 MILES NORTH OF BURGAW.  TO REACH
 EA0928'STATION FROM THE BRIDGE OVER ROCK FISH CREEK AT THE DUPLIN - PENDER
 EA0928'COUNTY LINE, PROCEED SOUTH ON US 117 FOR 2.35 MILES TO SR 1001 (W) AND
 EA0928'STATION ON LEFT OF INTERSECTION IN THE EAST SHOULDER OF US 117, IN
 EA0928'LINE WITH THE NORTH SHOULDER OF SR 1001.  19.6 FT. ENE OF C/L OF
 EA0928'INTERSECTION OF NC 11, 40.8 FT. NW OF N END OF CULVERT UNDER DRIVEWAY
 EA0928'TO OLD ONE STORY FRAME HOUSE ON E SIDE OF US 117, 78.6 FT. SE OF US
 EA0928'117 SIGN POST WITH ALUMINUM REF. TAG, 73.2 FT. NW OF PP NO. 983 WITH
 EA0928'ALUMINUM REF. TAG, 48.8 FT. NE OF STOP SIGN POST WITH ALUMINUM REF.
 EA0928'TAG ON S SIDE OF SR 1001, 34.9 FT. WSW OF 10 INCH PECAN TREE, AND 76.0
 EA0928'FT. WSW OF NW CORNER OF OLD ONE STORY FRAME HOUSE.  DISK IS SET IN
 EA0928'CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2977 ***********************************************************************
 EA2977  DESIGNATION -  BRICE
 EA2977  PID         -  EA2977
 EA2977  STATE/COUNTY-  NC/DUPLIN
 EA2977  USGS QUAD   -  WALLACE EAST (1981)
 EA2977
 EA2977                         *CURRENT SURVEY CONTROL
 EA2977  ___________________________________________________________________
 EA2977* NAD 83(2001)-  34 44 31.97617(N)    077 58 02.87729(W)     ADJUSTED  
 EA2977* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 EA2977  ___________________________________________________________________
 EA2977  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 EA2977  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 EA2977  HORZ ORDER  -  SECOND
 EA2977
 EA2977.The horizontal coordinates were established by classical geodetic methods
 EA2977.and adjusted by the National Geodetic Survey in August 2005.
 EA2977
 EA2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2977
 EA2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2977
 EA2977.The geoid height was determined by GEOID03.
 EA2977
 EA2977;                    North         East     Units Scale Factor Converg.
 EA2977;SPC NC       -   110,559.174   704,143.983   MT  0.99991187   +0 35 45.4
 EA2977;SPC NC       -   362,726.22  2,310,179.05   sFT  0.99991187   +0 35 45.4
 EA2977;UTM  18      - 3,848,467.812   228,324.434   MT  1.00050980   -1 41 31.7
 EA2977;UTM  17      - 3,848,645.788   777,634.589   MT  1.00055016   +1 43 45.5
 EA2977
 EA2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2977!SPC NC       -   1.00000297  x   0.99991187  =   0.99991484
 EA2977!UTM  18      -   1.00000297  x   1.00050980  =   1.00051277
 EA2977!UTM  17      -   1.00000297  x   1.00055016  =   1.00055313
 EA2977
 EA2977:                Primary Azimuth Mark                     Grid Az
 EA2977:SPC NC       -  BONEY                                    247 41 01.2
 EA2977:UTM  18      -  BONEY                                    249 58 18.3
 EA2977:UTM  17      -  BONEY                                    246 33 01.1
 EA2977
 EA2977|---------------------------------------------------------------------|
 EA2977| PID    Reference Object                     Distance      Geod. Az  |
 EA2977|                                                           dddmmss.s |
 EA2977| EA2979 BONEY                               APPROX. 1.0 KM 2481646.6 |
 EA2977|---------------------------------------------------------------------|
 EA2977
 EA2977                          SUPERSEDED SURVEY CONTROL
 EA2977
 EA2977  NAD 83(1986)-  34 44 31.98322(N)    077 58 02.88564(W) AD(       ) 2
 EA2977  NAD 27      -  34 44 31.37888(N)    077 58 03.94636(W) AD(       ) 2
 EA2977  NGVD 29 (07/19/86)   17.5    (m)           57.     (f) VERT ANG    3  
 EA2977
 EA2977.Superseded values are not recommended for survey control.
 EA2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2977.See file dsdata.txt to determine how the superseded data were derived.
 EA2977
 EA2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2832448468(NAD 83)
 EA2977_MARKER: DH = HORIZONTAL CONTROL DISK
 EA2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2977_STAMPING: BRICE 1976
 EA2977_MARK LOGO: NCGS  
 EA2977_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2977+STABILITY: SURFACE MOTION
 EA2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2977+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1991
 EA2977
 EA2977  HISTORY     - Date     Condition        Report By
 EA2977  HISTORY     - 1976     MONUMENTED       NCGS
 EA2977  HISTORY     - 19910604 GOOD             NCGS
 EA2977
 EA2977                          STATION DESCRIPTION
 EA2977
 EA2977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA2977'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES EAST-NORTHEAST OF
 EA2977'WALLACE AND 10.7 MILES SOUTHWEST OF CHINQUAPIN.
 EA2977'
 EA2977'TO REACH STATION FROM THE INTERSECTION OF NC 11 WITH NC 41 IN TIN
 EA2977'CITY, PROCEED EAST ALONG NC 41 FOR 0.6 MILE TO STATION ON THE RIGHT IN
 EA2977'SHOULDER, IN FRONT OF A SMALL OLD HOUSE, AND DIRECTLY ACROSS HIGHWAY
 EA2977'FROM THE CENTER OF A  DRIVE TO A YELLOW HOUSE.
 EA2977'
 EA2977'STATION MARK IS A STANDARD DISK STAMPED---BRICE 1976---, SET IN THE
 EA2977'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE.
 EA2977'MARK IS 19.2 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 11, 33.7
 EA2977'FEET SOUTHWEST OF THE CENTERLINE OF DRIVEWAY TO OLD HOUSE, 51.0 FEET
 EA2977'SOUTHEAST OF THE WEST END OF CULVERT OF DRIVEWAY NORTH, 50.5 FEET
 EA2977'SOUTH OF EAST END OF CULVERT OF DRIVEWAY NORTH, 28.2 FEET NORTH-
 EA2977'NORTHWEST OF 20 INCH GUM WITH REFERENCE TAG AND 27.6 FEET WEST OF WEST
 EA2977'END OF 15 INCH PIPE UNDER DRIVE TO OLD HOUSE.
 EA2977
 EA2977                          STATION RECOVERY (1991)
 EA2977
 EA2977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EA2977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4429 ***********************************************************************
 EZ4429  DESIGNATION -  BRICE
 EZ4429  PID         -  EZ4429
 EZ4429  STATE/COUNTY-  NC/WAKE
 EZ4429  USGS QUAD   -  ZEBULON (1981)
 EZ4429
 EZ4429                         *CURRENT SURVEY CONTROL
 EZ4429  ___________________________________________________________________
 EZ4429* NAD 83(2001)-  35 51 28.29814(N)    078 16 41.75768(W)     ADJUSTED  
 EZ4429* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 EZ4429  ___________________________________________________________________
 EZ4429  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EZ4429  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 EZ4429  HORZ ORDER  -  SECOND
 EZ4429
 EZ4429.The horizontal coordinates were established by classical geodetic methods
 EZ4429.and adjusted by the National Geodetic Survey in August 2005.
 EZ4429
 EZ4429.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4429
 EZ4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4429
 EZ4429.The geoid height was determined by GEOID03.
 EZ4429
 EZ4429;                    North         East     Units Scale Factor Converg.
 EZ4429;SPC NC       -   234,067.124   674,786.751   MT  0.99992843   +0 24 59.6
 EZ4429;SPC NC       -   767,935.22  2,213,862.87   sFT  0.99992843   +0 24 59.6
 EZ4429;UTM  17      - 3,971,604.264   745,772.095   MT  1.00034438   +1 35 42.5
 EZ4429
 EZ4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4429!SPC NC       -   0.99999393  x   0.99992843  =   0.99992237
 EZ4429!UTM  17      -   0.99999393  x   1.00034438  =   1.00033831
 EZ4429
 EZ4429:                Primary Azimuth Mark                     Grid Az
 EZ4429:SPC NC       -  MILES                                    219 22 37.7
 EZ4429:UTM  17      -  MILES                                    218 11 54.8
 EZ4429
 EZ4429|---------------------------------------------------------------------|
 EZ4429| PID    Reference Object                     Distance      Geod. Az  |
 EZ4429|                                                           dddmmss.s |
 EZ4429| EZ4430 MILES                               APPROX. 1.0 KM 2194737.3 |
 EZ4429|---------------------------------------------------------------------|
 EZ4429
 EZ4429                          SUPERSEDED SURVEY CONTROL
 EZ4429
 EZ4429  NAD 83(1986)-  35 51 28.30576(N)    078 16 41.76901(W) AD(       ) 2
 EZ4429  NAD 27      -  35 51 27.75276(N)    078 16 42.78112(W) AD(       ) 2
 EZ4429  NGVD 29 (07/19/86)   73.0    (m)          240.     (f) VERT ANG    3  
 EZ4429
 EZ4429.Superseded values are not recommended for survey control.
 EZ4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4429.See file dsdata.txt to determine how the superseded data were derived.
 EZ4429
 EZ4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4577271604(NAD 83)
 EZ4429_MARKER: DE = TRAVERSE STATION DISK
 EZ4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4429+STABILITY: SURFACE MOTION
 EZ4429
 EZ4429  HISTORY     - Date     Condition        Report By
 EZ4429  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4429
 EZ4429                          STATION DESCRIPTION
 EZ4429
 EZ4429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4429'BRICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4429'APPROXIMATELY 3.0 MILES NORTHEAST OF ZEBULON, NORTH CAROLINA.
 EZ4429'
 EZ4429'TO REACH STATION FROM THE US 64 UNDERPASS OF NC 39 NORTHEAST OF
 EZ4429'ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 0.65 MILE TO STATION ON
 EZ4429'RIGHT, AT THE EAST END OF GUARD RAIL, APPROXIMATELY MIDWAY BETWEEN
 EZ4429'BUNN LAKE AND A FEEDER BRANCH OF MOCCASIN CREEK.
 EZ4429'
 EZ4429'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BRICE 1976---, SET IN
 EZ4429'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EZ4429'SURFACE OF THE GROUND.  THE MARK IS 45.3 FEET NORTH-NORTHWEST OF THE
 EZ4429'CENTERLINE OF US 64 WEST BOUND LANE, 3.8 FEET SOUTH OF EAST END OF
 EZ4429'METAL GUARD RAIL, 101.9 FEET NORTH OF METAL DRAIN COVER IN MEDIAN,
 EZ4429'77.1 FEET EAST-NORTHEAST OF CENTER OF EAST END OF CONCRETE SPILLWAY,
 EZ4429'62.6 FEET (SLOPE DIST.) SOUTH-SOUTHEAST OF 10 INCH PINE WITH
 EZ4429'ALUMINUM TAG, AND 75.8 FEET (SLOPE DIST.) EAST-SOUTHEAST OF 6 INCH
 EZ4429'PINE WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1501 ***********************************************************************
 EB1501  DESIGNATION -  BRICK
 EB1501  PID         -  EB1501
 EB1501  STATE/COUNTY-  NC/COLUMBUS
 EB1501  USGS QUAD   -  ACME (1984)
 EB1501
 EB1501                         *CURRENT SURVEY CONTROL
 EB1501  ___________________________________________________________________
 EB1501* NAD 83(2001)-  34 18 47.58546(N)    078 12 45.90012(W)     ADJUSTED  
 EB1501* NAVD 88     -        19.536  (meters)      64.09   (feet)  ADJUSTED  
 EB1501  ___________________________________________________________________
 EB1501  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EB1501  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 EB1501  DYNAMIC HT  -          19.517 (meters)      64.03  (feet)  COMP
 EB1501  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EB1501
 EB1501  HORZ ORDER  -  SECOND
 EB1501  VERT ORDER  -  FIRST     CLASS II
 EB1501
 EB1501.The horizontal coordinates were established by classical geodetic methods
 EB1501.and adjusted by the National Geodetic Survey in August 2005.
 EB1501
 EB1501.The orthometric height was determined by differential leveling
 EB1501.and adjusted in June 1991.
 EB1501
 EB1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1501
 EB1501.The geoid height was determined by GEOID03.
 EB1501
 EB1501.The dynamic height is computed by dividing the NAVD 88
 EB1501.geopotential number by the normal gravity value computed on the
 EB1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1501.degrees latitude (g = 980.6199 gals.).
 EB1501
 EB1501.The modeled gravity was interpolated from observed gravity values.
 EB1501
 EB1501;                    North         East     Units Scale Factor Converg.
 EB1501;SPC NC       -    62,767.473   682,062.758   MT  1.00000563   +0 27 15.8
 EB1501;SPC NC       -   205,929.62  2,237,734.23   sFT  1.00000563   +0 27 15.8
 EB1501;UTM  17      - 3,800,404.320   756,485.077   MT  1.00041097   +1 34 19.5
 EB1501
 EB1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1501!SPC NC       -   1.00000255  x   1.00000563  =   1.00000818
 EB1501!UTM  17      -   1.00000255  x   1.00041097  =   1.00041352
 EB1501
 EB1501|---------------------------------------------------------------------|
 EB1501| PID    Reference Object                     Distance      Geod. Az  |
 EB1501|                                                           dddmmss.s |
 EB1501| EB1502 MEALS                               324.894 METERS 28841     |
 EB1501|---------------------------------------------------------------------|
 EB1501
 EB1501                          SUPERSEDED SURVEY CONTROL
 EB1501
 EB1501  NAD 83(1986)-  34 18 47.59327(N)    078 12 45.91497(W) AD(       ) 2
 EB1501  NAD 27      -  34 18 46.98036(N)    078 12 46.92498(W) AD(       ) 2
 EB1501  NGVD 29 (10/06/93)   19.849  (m)           65.12   (f) ADJUSTED    1 2
 EB1501
 EB1501.Superseded values are not recommended for survey control.
 EB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1501.See file dsdata.txt to determine how the superseded data were derived.
 EB1501
 EB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5648500404(NAD 83)
 EB1501_MARKER: DE = TRAVERSE STATION DISK
 EB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1501_SP_SET: CONCRETE POST
 EB1501_STAMPING: BRICK 1975
 EB1501_MARK LOGO: NCGS  
 EB1501_PROJECTION: FLUSH
 EB1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1501+STABILITY: SURFACE MOTION
 EB1501
 EB1501  HISTORY     - Date     Condition        Report By
 EB1501  HISTORY     - 1975     MONUMENTED       NCGS
 EB1501  HISTORY     - 1979     GOOD             NCGS
 EB1501  HISTORY     - 1979     GOOD             NCGS
 EB1501  HISTORY     - 1983     GOOD             USPSQD
 EB1501
 EB1501                          STATION DESCRIPTION
 EB1501
 EB1501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB1501'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB1501'THE VICINITY OF DELCO, NORTH CAROLINA.
 EB1501'
 EB1501'BRICK IS LOCATED IN DELCO, AND 11.6 MILES EAST OF BOLTON.  TO
 EB1501'REACH STATION FROM INTERSECTION OF NC 87 WITH U.S. 74 AND U.S. 76
 EB1501'AT DELCO, PROCEED NW ALONG U.S. 74 AND U.S. 76 FOR 0.15 MILE TO
 EB1501'STATION IN MEDIAN, ON THE PROLONGATION OF THE SE SIDE OF A TWO
 EB1501'STORY BRICK HOUSE.
 EB1501'
 EB1501'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB1501'BRICK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB1501'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB1501'
 EB1501'MARK IS 20.6 FT SSW OF C/L OF NW BOUND LANE
 EB1501'
 EB1501'96.3 FT S OF WEST CORNER OF BRICK HOUSE
 EB1501'
 EB1501'62.6 FT NNW OF NORTHWESTERNMOST CREOSOTE FENCE POST WITH
 EB1501'ALUMINUM REF. TAG
 EB1501
 EB1501                          STATION RECOVERY (1979)
 EB1501
 EB1501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB1501'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB1501
 EB1501                          STATION RECOVERY (1979)
 EB1501
 EB1501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1501'IN DELCO.
 EB1501'0.15 MILE NORTHWEST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION
 EB1501'WITH N.C. 87 AT DELCO, IN MEDIAN, ON PROLONGATION OF SOUTHEAST
 EB1501'SIDE OF A TWO STORY BRICK HOUSE, 19.5 FEET NORTH-NORTHEAST OF
 EB1501'CENTERLINE OF SOUTHEAST BOUND LANES, 20.6 FEET SOUTH-SOUTHWEST
 EB1501'OF CENTERLINE OF NORTHWEST BOUND LANES, 96.3 FEET SOUTH OF WEST
 EB1501'CORNER OF HOUSE AND 62.6 FEET NORTH-NORTHWEST OF FENCE POST WITH
 EB1501'REFERENCE TAG.
 EB1501'THE MARK IS 1 FT ABOVE HIGHWAY.
 EB1501
 EB1501                          STATION RECOVERY (1983)
 EB1501
 EB1501'RECOVERY NOTE BY US POWER SQUADRON 1983 (HHB)
 EB1501'BRICK STATION MARK OK.
 EB1501'
 EB1501'APPROXIMATELY 1/2 MILE E OF DELCO STATION, MARK HAS BEEN SET AFTER
 EB1501'CONST. OF HIGH WAY 74-76 IN VICINITY OF ORIGINAL DELCO NO. 2
 EB1501'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2637 ***********************************************************************
 EZ2637  DESIGNATION -  BRICK
 EZ2637  PID         -  EZ2637
 EZ2637  STATE/COUNTY-  NC/WILSON
 EZ2637  USGS QUAD   -  LUCAMA (1978)
 EZ2637
 EZ2637                         *CURRENT SURVEY CONTROL
 EZ2637  ___________________________________________________________________
 EZ2637* NAD 83(2001)-  35 41 16.06572(N)    078 06 33.61567(W)     ADJUSTED  
 EZ2637* NAVD 88     -        55.583  (meters)     182.36   (feet)  ADJUSTED  
 EZ2637  ___________________________________________________________________
 EZ2637  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EZ2637  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 EZ2637  DYNAMIC HT  -          55.535 (meters)     182.20  (feet)  COMP
 EZ2637  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 EZ2637
 EZ2637  HORZ ORDER  -  SECOND
 EZ2637  VERT ORDER  -  SECOND    CLASS II
 EZ2637
 EZ2637.The horizontal coordinates were established by classical geodetic methods
 EZ2637.and adjusted by the National Geodetic Survey in August 2005.
 EZ2637
 EZ2637.The orthometric height was determined by differential leveling
 EZ2637.and adjusted in June 1991.
 EZ2637
 EZ2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2637
 EZ2637.The geoid height was determined by GEOID03.
 EZ2637
 EZ2637.The dynamic height is computed by dividing the NAVD 88
 EZ2637.geopotential number by the normal gravity value computed on the
 EZ2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2637.degrees latitude (g = 980.6199 gals.).
 EZ2637
 EZ2637.The modeled gravity was interpolated from observed gravity values.
 EZ2637
 EZ2637;                    North         East     Units Scale Factor Converg.
 EZ2637;SPC NC       -   215,323.931   690,212.924   MT  0.99990147   +0 30 50.6
 EZ2637;SPC NC       -   706,441.93  2,264,473.57   sFT  0.99990147   +0 30 50.6
 EZ2637;UTM  17      - 3,953,172.781   761,587.257   MT  1.00044330   +1 41 14.2
 EZ2637
 EZ2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2637!SPC NC       -   0.99999670  x   0.99990147  =   0.99989817
 EZ2637!UTM  17      -   0.99999670  x   1.00044330  =   1.00044000
 EZ2637
 EZ2637:                Primary Azimuth Mark                     Grid Az
 EZ2637:SPC NC       -  WATER                                    000 47 05.6
 EZ2637:UTM  17      -  WATER                                    359 36 42.0
 EZ2637
 EZ2637|---------------------------------------------------------------------|
 EZ2637| PID    Reference Object                     Distance      Geod. Az  |
 EZ2637|                                                           dddmmss.s |
 EZ2637| EZ4131 WATER                               APPROX. 0.6 KM 0011756.2 |
 EZ2637| EZ2636 JIM                                 243.660 METERS 18610     |
 EZ2637|---------------------------------------------------------------------|
 EZ2637
 EZ2637                          SUPERSEDED SURVEY CONTROL
 EZ2637
 EZ2637  NAD 83(1986)-  35 41 16.07407(N)    078 06 33.62727(W) AD(       ) 2
 EZ2637  NAD 27      -  35 41 15.50123(N)    078 06 34.65638(W) AD(       ) 2
 EZ2637  NGVD 29 (07/19/86)   55.91   (m)          183.4    (f) LEVELING    3  
 EZ2637
 EZ2637.Superseded values are not recommended for survey control.
 EZ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2637.See file dsdata.txt to determine how the superseded data were derived.
 EZ2637
 EZ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6158753173(NAD 83)
 EZ2637_MARKER: DE = TRAVERSE STATION DISK
 EZ2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2637_SP_SET: CONCRETE POST
 EZ2637_STAMPING: BRICK 1972
 EZ2637_MARK LOGO: NCGS  
 EZ2637_PROJECTION: PROJECTING 13 CENTIMETERS
 EZ2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2637+STABILITY: SURFACE MOTION
 EZ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2637+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2006
 EZ2637
 EZ2637  HISTORY     - Date     Condition        Report By
 EZ2637  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2637  HISTORY     - 1979     GOOD             NCGS
 EZ2637  HISTORY     - 20060129 GOOD             USPSQD
 EZ2637
 EZ2637                          STATION DESCRIPTION
 EZ2637
 EZ2637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2637'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2637'VICINITY OF BUCKHORN CROSSROADS, NORTH CAROLINA.
 EZ2637'
 EZ2637'BRICK IS LOCATED APPROXIMATELY 0.7 MILE NORTH OF BUCKHORN CROSSROADS
 EZ2637'AND 6.3 MILES SOUTH OF BAILEY.  TO REACH STATION FROM THE
 EZ2637'INTERSECTION OF NC 42 AND NC 581 AT BUCKHORN CROSSROADS, PROCEED
 EZ2637'NORTH ALONG NC 581 FOR 0.65 MILE TO STATION ON RIGHT, 0.25 MILE
 EZ2637'SOUTH OF INTERSECTION WITH CONTENTNEA CREEK, AND ON A 10 FOOT
 EZ2637'(APPROX) BANK NEAR NW CORNER OF YARD.
 EZ2637'
 EZ2637'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRICK
 EZ2637'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 EZ2637'INCHES ABOVE THE GROUND.
 EZ2637'
 EZ2637'MARK IS
 EZ2637'44.0 FEET E OF C/L OF NC 581 (SLOPE DISTANCE).
 EZ2637'71.5 FEET N OF C/L OF CONCRETE DRIVE (SLOPE DISTANCE).
 EZ2637'4.4 FEET NNW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EZ2637'26.3 FEET NNW OF NW CORNER OF PUMP HOUSE.
 EZ2637'29.8 FEET WSW OF 28 INCH TWIN OAK TREE WITH ALUMINUM REF. TAG.
 EZ2637
 EZ2637                          STATION RECOVERY (1979)
 EZ2637
 EZ2637'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2637'5.8 MI SSW FROM SIMS.
 EZ2637'0.7 MILE NORTH ALONG N.C. 581 FROM INTERSECTION WITH N.C. 42 AT
 EZ2637'BUCKHORN CROSSROADS, ON TOP OF A 10 FOOT BANK NEAR NORTHWEST CORNER
 EZ2637'OF YARD OF FIRST BRICK RESIDENCE AND 0.25 MILE SOUTH OF BRIDGE OVER
 EZ2637'CONTENTNEA CREEK, 44.0 FEET EAST OF CENTERLINE OF N.C. 581 (SLOPE
 EZ2637'DISTANCE), 70.7 FEET NORTH OF CENTERLINE OF CONCRETE DRIVE, 4.4
 EZ2637'FEET NORTH-NORTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE
 EZ2637'TAG, 26.3 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF PUMP HOUSE,
 EZ2637'53.8 FEET NORTHWEST OF NORTHWEST CORNER OF BRICK RESIDENCE AND
 EZ2637'29.8 FEET WEST-SOUTHWEST OF 28 INCH TWIN OAK WITH REFERENCE TAG.
 EZ2637'THE MARK IS 10 FT ABOVE CENTERLINE OF HIGHWAY.
 EZ2637
 EZ2637                          STATION RECOVERY (2006)
 EZ2637
 EZ2637'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EZ2637'MARK APPEARS TO BE LEANING SLIGHTLY TO THE EAST AND CONCRETE BASE HAS
 EZ2637'BEEN PARTIALLY EXPOSED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2968 ***********************************************************************
 EA2968  DESIGNATION -  BRICK
 EA2968  PID         -  EA2968
 EA2968  STATE/COUNTY-  NC/PENDER
 EA2968  USGS QUAD   -  WALLACE EAST (1981)
 EA2968
 EA2968                         *CURRENT SURVEY CONTROL
 EA2968  ___________________________________________________________________
 EA2968* NAD 83(2001)-  34 38 55.72998(N)    077 55 18.44203(W)     ADJUSTED  
 EA2968* NAVD 88     -        16.5    (meters)      54.     (feet)  VERTCON   
 EA2968  ___________________________________________________________________
 EA2968  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 EA2968  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 EA2968  HORZ ORDER  -  SECOND
 EA2968
 EA2968.The horizontal coordinates were established by classical geodetic methods
 EA2968.and adjusted by the National Geodetic Survey in August 2005.
 EA2968
 EA2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2968
 EA2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2968
 EA2968.The geoid height was determined by GEOID03.
 EA2968
 EA2968;                    North         East     Units Scale Factor Converg.
 EA2968;SPC NC       -   100,243.562   708,438.662   MT  0.99992757   +0 37 20.3
 EA2968;SPC NC       -   328,882.42  2,324,269.18   sFT  0.99992757   +0 37 20.3
 EA2968;UTM  18      - 3,837,983.036   232,206.420   MT  1.00048400   -1 39 43.8
 EA2968;UTM  17      - 3,838,410.359   782,134.980   MT  1.00058124   +1 45 04.5
 EA2968
 EA2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2968!SPC NC       -   1.00000312  x   0.99992757  =   0.99993069
 EA2968!UTM  18      -   1.00000312  x   1.00048400  =   1.00048712
 EA2968!UTM  17      -   1.00000312  x   1.00058124  =   1.00058436
 EA2968
 EA2968:                Primary Azimuth Mark                     Grid Az
 EA2968:SPC NC       -  COX                                      138 49 32.3
 EA2968:UTM  18      -  COX                                      141 06 36.4
 EA2968:UTM  17      -  COX                                      137 41 48.1
 EA2968
 EA2968|---------------------------------------------------------------------|
 EA2968| PID    Reference Object                     Distance      Geod. Az  |
 EA2968|                                                           dddmmss.s |
 EA2968| EA0919 COX                                 415.302 METERS 1392652.6 |
 EA2968| EA0920 LONE                                313.007 METERS 31445     |
 EA2968|---------------------------------------------------------------------|
 EA2968
 EA2968                          SUPERSEDED SURVEY CONTROL
 EA2968
 EA2968  NAD 83(1986)-  34 38 55.73672(N)    077 55 18.45188(W) AD(       ) 2
 EA2968  NAD 27      -  34 38 55.14098(N)    077 55 19.49918(W) AD(       ) 2
 EA2968  NGVD 29 (07/19/86)   16.8    (m)           55.     (f) VERT ANG    3  
 EA2968
 EA2968.Superseded values are not recommended for survey control.
 EA2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2968.See file dsdata.txt to determine how the superseded data were derived.
 EA2968
 EA2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3220637983(NAD 83)
 EA2968_MARKER: DE = TRAVERSE STATION DISK
 EA2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2968_STAMPING: BRICK 1968
 EA2968_MARK LOGO: NCGS  
 EA2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2968+STABILITY: SURFACE MOTION
 EA2968
 EA2968  HISTORY     - Date     Condition        Report By
 EA2968  HISTORY     - 1968     MONUMENTED       NCGS
 EA2968
 EA2968                          STATION DESCRIPTION
 EA2968
 EA2968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2968'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2968'IN THE VICINITY OF WALLACE, NORTH CAROLINA.
 EA2968'
 EA2968'BRICK IS LOCATED APPROXIMATELY 7.3 MILES SOUTHEAST OF THE
 EA2968'CENTER OF WALLACE.  TO REACH STATION PROCEED FROM THE
 EA2968'INTERSECTION OF NC 11 WITH U.S. 117 SOUTH OF FISH ROCK CREEK,
 EA2968'GO SOUTH ON U.S. 117 FOR 5.5 MILES TO INTERSECTION OF SR 1502,
 EA2968'AND STATION.  WHICH IS IN THE NORTHEAST QUADRANT OF
 EA2968'INTERSECTION, ON THE EAST SHOULDER OF U.S. 117.
 EA2968'
 EA2968'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2968'BRICK 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2968'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2968'
 EA2968'MARK IS
 EA2968'
 EA2968'20.4 FT NE OF C/L OF U.S. 117
 EA2968'
 EA2968'30.0 FT N OF C/L OF INTERSECTION OF SR 1502 WITH U.S. 117
 EA2968'
 EA2968'58.8 FT E OF 4X4 POST WITH SLIPPERY WHEN WET SIGN, AND WITH
 EA2968'ALUMINUM REF. TAG
 EA2968'
 EA2968'87.2 FT NW OF 4X4 POST WITH SR 1502 ON S SIDE OF SR 1502,
 EA2968'AND WITH ALUMINUM REF. TAG
 EA2968'
 EA2968'42.7 FT W OF 4X4 POST WITH STOP SIGN ON N SIDE OF SR 1502,
 EA2968'AND WITH ALUMINUM REF. TAG
 EA2968'
 EA2968'76.7 FT WSW OF 8 INCH POST IN SW CORNER OF FIELD, AND WITH
 EA2968'ALUMINUM REF. TAG
 EA2968'
 EA2968'83.0 FT SSE OF PP 16048 ON E SIDE OF U.S. 117, AND WITH
 EA2968'ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3956 ***********************************************************************
 EZ3956  DESIGNATION -  BRICK
 EZ3956  PID         -  EZ3956
 EZ3956  STATE/COUNTY-  NC/RANDOLPH
 EZ3956  USGS QUAD   -  FARMER (1994)
 EZ3956
 EZ3956                         *CURRENT SURVEY CONTROL
 EZ3956  ___________________________________________________________________
 EZ3956* NAD 83(2001)-  35 38 51.34239(N)    079 58 34.08884(W)     ADJUSTED  
 EZ3956* NAVD 88     -       157.763  (meters)     517.59   (feet)  ADJUSTED  
 EZ3956  ___________________________________________________________________
 EZ3956  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EZ3956  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3956  DYNAMIC HT  -         157.629 (meters)     517.15  (feet)  COMP
 EZ3956  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 EZ3956
 EZ3956  HORZ ORDER  -  SECOND
 EZ3956  VERT ORDER  -  SECOND    CLASS II
 EZ3956
 EZ3956.The horizontal coordinates were established by classical geodetic methods
 EZ3956.and adjusted by the National Geodetic Survey in August 2005.
 EZ3956
 EZ3956.The orthometric height was determined by differential leveling
 EZ3956.and adjusted in March 2001.
 EZ3956.No vertical observational check was made to the station.
 EZ3956
 EZ3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3956
 EZ3956.The geoid height was determined by GEOID03.
 EZ3956
 EZ3956.The dynamic height is computed by dividing the NAVD 88
 EZ3956.geopotential number by the normal gravity value computed on the
 EZ3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3956.degrees latitude (g = 980.6199 gals.).
 EZ3956
 EZ3956.The modeled gravity was interpolated from observed gravity values.
 EZ3956
 EZ3956;                    North         East     Units Scale Factor Converg.
 EZ3956;SPC NC       -   210,936.929   521,209.902   MT  0.99989639   -0 33 48.2
 EZ3956;SPC NC       -   692,048.91  1,710,002.82   sFT  0.99989639   -0 33 48.2
 EZ3956;UTM  17      - 3,945,345.432   592,688.844   MT  0.99970587   +0 35 48.3
 EZ3956
 EZ3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3956!SPC NC       -   0.99997999  x   0.99989639  =   0.99987639
 EZ3956!UTM  17      -   0.99997999  x   0.99970587  =   0.99968587
 EZ3956
 EZ3956:                Primary Azimuth Mark                     Grid Az
 EZ3956:SPC NC       -  TREES                                    146 20 16.0
 EZ3956:UTM  17      -  TREES                                    145 10 39.5
 EZ3956
 EZ3956|---------------------------------------------------------------------|
 EZ3956| PID    Reference Object                     Distance      Geod. Az  |
 EZ3956|                                                           dddmmss.s |
 EZ3956| EZ3981 TREES                               427.618 METERS 1454627.8 |
 EZ3956| EZ3965 CROUSE                              232.061 METERS 35518     |
 EZ3956|---------------------------------------------------------------------|
 EZ3956
 EZ3956                          SUPERSEDED SURVEY CONTROL
 EZ3956
 EZ3956  NAD 83(1986)-  35 38 51.34998(N)    079 58 34.09647(W) AD(       ) 2
 EZ3956  NAD 27      -  35 38 50.85596(N)    079 58 34.94769(W) AD(       ) 2
 EZ3956  NGVD 29 (07/19/86)  157.9    (m)          518.     (f) VERT ANG    3  
 EZ3956
 EZ3956.Superseded values are not recommended for survey control.
 EZ3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3956.See file dsdata.txt to determine how the superseded data were derived.
 EZ3956
 EZ3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9268945345(NAD 83)
 EZ3956_MARKER: DE = TRAVERSE STATION DISK
 EZ3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3956_STAMPING: BRICK 1971
 EZ3956_MARK LOGO: NCGS  
 EZ3956_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3956+STABILITY: SURFACE MOTION
 EZ3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3956+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2000
 EZ3956
 EZ3956  HISTORY     - Date     Condition        Report By
 EZ3956  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3956  HISTORY     - 20000126 GOOD             NCGS
 EZ3956
 EZ3956                          STATION DESCRIPTION
 EZ3956
 EZ3956'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3956'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3956'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3956'
 EZ3956'BRICK IS LOCATED APPROXIMATELY 10.0 MILES SOUTHWEST OF ASHEBORO
 EZ3956'AND 0.8 MILE SSE OF FARMER.  TO REACH STATION PROCEED FROM THE
 EZ3956'INTERSECTION OF SR 1170 AND SR 1172 IN FARMER.  GO SOUTH ON SR
 EZ3956'1172 AND SR 1171 FOR 0.35 MILE TO STATION ON RIGHT (WEST) SIDE
 EZ3956'OF SR 1171.  0.6 MILE NORTH OF INTERSECTION OF NC 49 AND SR
 EZ3956'1171.  0.05 MILE SOUTH OF INTERSECTION OF SR 1171 AND SR
 EZ3956'1172.  AND NEAR NORTHEAST FRONT OF A BRICK RESIDENCE.
 EZ3956'
 EZ3956'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3956'BRICK 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3956'WHICH IS FLUSH WITH THE GROUND.
 EZ3956'
 EZ3956'MARK IS
 EZ3956'
 EZ3956'25.0 FT W OF C/L OF SR 1171
 EZ3956'
 EZ3956'88.1 FT WSW OF ALUMINUM REF. TAG ON PP 5
 EZ3956'
 EZ3956'45.2 FT N OF ALUMINUM REF. TAG ON 18 INCH MAPLE TREE
 EZ3956'
 EZ3956'81.2 FT N OF N END OF CULVERT UNDER DRIVE TO BRICK RESIDENCE
 EZ3956'
 EZ3956'67.3 FT NE OF NE CORNER OF BRICK RESIDENCE
 EZ3956'
 EZ3956'62.3 FT E OF BASE OF 48 INCH OAK TREE IN YARD OF BRICK HOME
 EZ3956
 EZ3956                          STATION RECOVERY (2000)
 EZ3956
 EZ3956'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 EZ3956'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  LOCATED 89.6
 EZ3956'FEET (27.3 M) WEST-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4676 ***********************************************************************
 EZ4676  DESIGNATION -  BRICK
 EZ4676  PID         -  EZ4676
 EZ4676  STATE/COUNTY-  NC/JOHNSTON
 EZ4676  USGS QUAD   -  BENSON (1973)
 EZ4676
 EZ4676                         *CURRENT SURVEY CONTROL
 EZ4676  ___________________________________________________________________
 EZ4676* NAD 83(2001)-  35 24 31.48728(N)    078 35 28.43991(W)     ADJUSTED  
 EZ4676* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 EZ4676  ___________________________________________________________________
 EZ4676  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 EZ4676  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EZ4676  HORZ ORDER  -  SECOND
 EZ4676
 EZ4676.The horizontal coordinates were established by classical geodetic methods
 EZ4676.and adjusted by the National Geodetic Survey in August 2005.
 EZ4676
 EZ4676.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4676
 EZ4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4676
 EZ4676.The geoid height was determined by GEOID03.
 EZ4676
 EZ4676;                    North         East     Units Scale Factor Converg.
 EZ4676;SPC NC       -   184,081.504   646,725.575   MT  0.99987633   +0 14 09.3
 EZ4676;SPC NC       -   603,940.73  2,121,798.82   sFT  0.99987633   +0 14 09.3
 EZ4676;UTM  17      - 3,921,037.900   718,726.665   MT  1.00018961   +1 23 46.3
 EZ4676
 EZ4676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4676!SPC NC       -   0.99999162  x   0.99987633  =   0.99986795
 EZ4676!UTM  17      -   0.99999162  x   1.00018961  =   1.00018123
 EZ4676
 EZ4676:                Primary Azimuth Mark                     Grid Az
 EZ4676:SPC NC       -  MINGO                                    235 56 32.3
 EZ4676:UTM  17      -  MINGO                                    234 46 55.3
 EZ4676
 EZ4676|---------------------------------------------------------------------|
 EZ4676| PID    Reference Object                     Distance      Geod. Az  |
 EZ4676|                                                           dddmmss.s |
 EZ4676| EZ4674 MINGO                               APPROX. 0.6 KM 2361041.6 |
 EZ4676|---------------------------------------------------------------------|
 EZ4676
 EZ4676                          SUPERSEDED SURVEY CONTROL
 EZ4676
 EZ4676  NAD 83(1986)-  35 24 31.49201(N)    078 35 28.44963(W) AD(       ) 2
 EZ4676  NAD 27      -  35 24 30.90640(N)    078 35 29.40372(W) AD(       ) 2
 EZ4676  NGVD 29 (07/19/86)   87.3    (m)          286.     (f) VERT ANG    3  
 EZ4676
 EZ4676.Superseded values are not recommended for survey control.
 EZ4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4676.See file dsdata.txt to determine how the superseded data were derived.
 EZ4676
 EZ4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1872721038(NAD 83)
 EZ4676_MARKER: DE = TRAVERSE STATION DISK
 EZ4676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4676_STAMPING: BRICK 1972
 EZ4676_MARK LOGO: NCGS  
 EZ4676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4676+STABILITY: SURFACE MOTION
 EZ4676
 EZ4676  HISTORY     - Date     Condition        Report By
 EZ4676  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4676
 EZ4676                          STATION DESCRIPTION
 EZ4676
 EZ4676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4676'BRICK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4676'VICINITY OF BENSON, NORTH CAROLINA.
 EZ4676'
 EZ4676'BRICK IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF BENSON AND
 EZ4676'4.6 MILES EAST OF COATS.  TO REACH STATION FROM INTERSECTION OF NC
 EZ4676'27 WITH NC 50 IN NW BENSON, PROCEED WEST ALONG NC 27 FOR 2.65 MILES
 EZ4676'TO INTERSECTION WITH SR 1703, THENCE NORTHEAST ALONG SR 1703 FOR
 EZ4676'0.5 MILE TO SR 1168 AND MINGO SWAMP (JOHNSTON-HARNETT COUNTY LINE),
 EZ4676'CONTINUE FOR 0.4 MILE TO STATION ON RIGHT SHOULDER, 0.45 MILE
 EZ4676'SOUTHWEST OF INTERSECTION WITH SR 1303, AND APPROXIMATELY 250
 EZ4676'FEET EAST OF BRICK HOUSE.
 EZ4676'
 EZ4676'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRICK
 EZ4676'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EZ4676'INCHES BELOW THE GROUND.
 EZ4676'
 EZ4676'MARK IS--
 EZ4676'12.9 FEET SE OF C/L OF SR 1168.
 EZ4676'24.3 FEET N OF PP W/TRANSFORMER AND 2 GUY WIRES, AND WITH ALUMINUM
 EZ4676'REF. TAG.
 EZ4676'7.9 FEET W OF W END OF A CULVERT UNDER FIELD ROAD (S).
 EZ4676'21.8 FEET NW OF BASE OF E GUY WIRE OF ABOVE POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5456 ***********************************************************************
 EZ5456  DESIGNATION -  BRICK
 EZ5456  PID         -  EZ5456
 EZ5456  STATE/COUNTY-  NC/DURHAM
 EZ5456  USGS QUAD   -  GREEN LEVEL (1993)
 EZ5456
 EZ5456                         *CURRENT SURVEY CONTROL
 EZ5456  ___________________________________________________________________
 EZ5456* NAD 83(2007)-  35 52 08.42352(N)    078 53 31.96544(W)     ADJUSTED  
 EZ5456* NAVD 88     -        98.780  (meters)     324.08   (feet)  ADJUSTED  
 EZ5456  ___________________________________________________________________
 EZ5456  EPOCH DATE  -        2002.00
 EZ5456  X           -     996,911.034 (meters)                     COMP
 EZ5456  Y           -  -5,077,644.888 (meters)                     COMP
 EZ5456  Z           -   3,716,462.371 (meters)                     COMP
 EZ5456  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 EZ5456  ELLIP HEIGHT-          67.084 (meters)          (02/10/07) ADJUSTED
 EZ5456  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ5456  DYNAMIC HT  -          98.697 (meters)     323.81  (feet)  COMP
 EZ5456
 EZ5456  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5456  Type    PID    Designation                      North   East  Ellip
 EZ5456  -------------------------------------------------------------------
 EZ5456  NETWORK EZ5456 BRICK                             0.37   0.35   0.98
 EZ5456  -------------------------------------------------------------------
 EZ5456  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 EZ5456
 EZ5456  VERT ORDER  -  SECOND    CLASS II
 EZ5456
 EZ5456.The horizontal coordinates were established by GPS observations
 EZ5456.and adjusted by the National Geodetic Survey in February 2007.
 EZ5456
 EZ5456.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5456.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5456.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5456.The epoch date for horizontal control is a decimal equivalence
 EZ5456.of Year/Month/Day.
 EZ5456
 EZ5456.The orthometric height was determined by differential leveling
 EZ5456.and adjusted in December 2000.
 EZ5456
 EZ5456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5456
 EZ5456.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5456
 EZ5456.The ellipsoidal height was determined by GPS observations
 EZ5456.and is referenced to NAD 83.
 EZ5456
 EZ5456.The geoid height was determined by GEOID03.
 EZ5456
 EZ5456.The dynamic height is computed by dividing the NAVD 88
 EZ5456.geopotential number by the normal gravity value computed on the
 EZ5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5456.degrees latitude (g = 980.6199 gals.).
 EZ5456
 EZ5456.The modeled gravity was interpolated from observed gravity values.
 EZ5456
 EZ5456;                    North         East     Units Scale Factor Converg.
 EZ5456;SPC NC       -   235,072.071   619,335.096   MT  0.99993051   +0 03 44.0
 EZ5456;SPC NC       -   771,232.29  2,031,935.23   sFT  0.99993051   +0 03 44.0
 EZ5456;UTM  17      - 3,971,471.012   690,297.103   MT  1.00004624   +1 14 07.4
 EZ5456
 EZ5456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5456!SPC NC       -   0.99998947  x   0.99993051  =   0.99991998
 EZ5456!UTM  17      -   0.99998947  x   1.00004624  =   1.00003571
 EZ5456
 EZ5456:                Primary Azimuth Mark                     Grid Az
 EZ5456:SPC NC       -  CINDER                                   011 04 52.5
 EZ5456:UTM  17      -  CINDER                                   009 54 29.1
 EZ5456
 EZ5456|---------------------------------------------------------------------|
 EZ5456| PID    Reference Object                     Distance      Geod. Az  |
 EZ5456|                                                           dddmmss.s |
 EZ5456| EZ5457 CINDER                              436.918 METERS 0110836.5 |
 EZ5456| EZ5454 BARBEE RM 1 AZIMUTH                  77.611 METERS 34236     |
 EZ5456|---------------------------------------------------------------------|
 EZ5456
 EZ5456                          SUPERSEDED SURVEY CONTROL
 EZ5456
 EZ5456  NAD 83(2001)-  35 52 08.42375(N)    078 53 31.96531(W) AD(       ) 1
 EZ5456  ELLIP H (03/13/03)   67.080  (m)                       GP(       ) 4 2
 EZ5456  NAD 83(1986)-  35 52 08.42756(N)    078 53 31.97502(W) AD(       ) 1
 EZ5456  NAD 83(1986)-  35 52 08.42915(N)    078 53 31.97439(W) AD(       ) 2
 EZ5456  NAD 27      -  35 52 07.90303(N)    078 53 32.95367(W) AD(       ) 2
 EZ5456  NAVD 88 (08/15/00)   98.78   (m)          324.1    (f) LEVELING    3  
 EZ5456  NGVD 29 (07/19/86)   99.0    (m)          325.     (f) VERT ANG    3  
 EZ5456
 EZ5456.Superseded values are not recommended for survey control.
 EZ5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5456.See file dsdata.txt to determine how the superseded data were derived.
 EZ5456
 EZ5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9029771471(NAD 83)
 EZ5456_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ5456_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ5456_STAMPING: BRICK 1961
 EZ5456_MARK LOGO: NCGS  
 EZ5456_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5456+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2003
 EZ5456
 EZ5456  HISTORY     - Date     Condition        Report By
 EZ5456  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5456  HISTORY     - 1987     GOOD             USPSQD
 EZ5456  HISTORY     - 19960229 GOOD             NCGS
 EZ5456  HISTORY     - 20031201 SEE DESCRIPTION  NCGS
 EZ5456
 EZ5456                          STATION DESCRIPTION
 EZ5456
 EZ5456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5456'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5456'THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5456'
 EZ5456'BRICK IS LOCATED APPROXIMATELY 3.5 MILES NNW OF CARPENTER, N. C.
 EZ5456'AND 5. MILES NW OF MORRISVILLE, N. C.  TO REACH STATION PROCEED
 EZ5456'FROM THE INTERSECTION OF SR 1630 AND NC 55 SOUTH ON U.S. 55
 EZ5456'FOR 2.3 MILES.  THE STATION IS LOCATED ON THE WEST SHOULDER OF
 EZ5456'NC 55.  NORTHWEST OF BRICK FACTORY AND SOUTHWEST OF AMERICAN
 EZ5456'SERVICE STATION NORTH OF DRIVEWAY TO BRICK CURING YARD.
 EZ5456'
 EZ5456'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE
 EZ5456'DISK, STAMPED BRICK 1961, WHICH IS 3 INCHES BELOW THE SURFACE
 EZ5456'OF THE GROUND.
 EZ5456'
 EZ5456'MARK IS
 EZ5456'
 EZ5456'14.7 FT W OF C/L OF NC 55
 EZ5456'
 EZ5456'35.8 FT N OF NORTH END OF CULVERT UNDER DRIVEWAY TO BRICKYARD
 EZ5456'
 EZ5456'58.9 FT NNW OF AN INTERSECTION OF WEST DRIVEWAY
 EZ5456'
 EZ5456'134.6 FT NNE OF 24 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ5456'
 EZ5456'99.1 FT NE OF PP AT SOUTH SIDE OF WEST DRIVEWAY WITH ALUMINUM
 EZ5456'REFERENCE TAG
 EZ5456'
 EZ5456'98.4 FT W OF PP WITH ALUMINUM REF. TAG EAST OF NC 55
 EZ5456
 EZ5456                          STATION RECOVERY (1987)
 EZ5456
 EZ5456'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ5456'RECOVERED IN GOOD CONDITION.
 EZ5456
 EZ5456                          STATION RECOVERY (1996)
 EZ5456
 EZ5456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ5456'UPDATE AS FOLLOWS--STATION IS ALONG NC 55 FOR 2.65 MI (4.26 KM) SOUTH
 EZ5456'FROM I-40, OR 2.45 MI (3.94 KM) NORTH FROM SR 1630 AND ABOUT 300-FT
 EZ5456'SOUTH OF SR 2100.  AMERICAN SERVICE STATION IS NOW ANTHONYS CLOCK
 EZ5456'RESTORATION AND REPAIR.  MARK IS 15.6 FT (4.8 M) WEST OF THE
 EZ5456'CENTERLINE OF NC 55 AND 1.2 FT (0.4 M) FROM THE EDGE OF THE PAVEMENT,
 EZ5456'32.4 FT (9.9 M) NORTHEAST OF THE NORTH END OF A CULVERT.
 EZ5456
 EZ5456                          STATION RECOVERY (2003)
 EZ5456
 EZ5456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 EZ5456'STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, WILL SOON BE
 EZ5456'DESTROYED BY HIGHWAY 55 CONSTRUCTION.  FOUR LANE ADDITION NOW IN
 EZ5456'PROGRESS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3082 ***********************************************************************
 EY3082  DESIGNATION -  BRICK
 EY3082  PID         -  EY3082
 EY3082  STATE/COUNTY-  NC/NASH
 EY3082  USGS QUAD   -  ROCKY MOUNT (1977)
 EY3082
 EY3082                         *CURRENT SURVEY CONTROL
 EY3082  ___________________________________________________________________
 EY3082* NAD 83(2001)-  35 59 09.01097(N)    077 46 38.47133(W)     ADJUSTED  
 EY3082* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 EY3082  ___________________________________________________________________
 EY3082  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 EY3082  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY3082  HORZ ORDER  -  SECOND
 EY3082
 EY3082.The horizontal coordinates were established by classical geodetic methods
 EY3082.and adjusted by the National Geodetic Survey in August 2005.
 EY3082
 EY3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3082
 EY3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3082
 EY3082.The geoid height was determined by GEOID03.
 EY3082
 EY3082;                    North         East     Units Scale Factor Converg.
 EY3082;SPC NC       -   248,708.153   719,851.479   MT  0.99995455   +0 42 20.4
 EY3082;SPC NC       -   815,970.00  2,361,712.73   sFT  0.99995455   +0 42 20.4
 EY3082;UTM  18      - 3,985,945.030   249,608.406   MT  1.00037260   -1 37 58.0
 EY3082
 EY3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3082!SPC NC       -   1.00000116  x   0.99995455  =   0.99995571
 EY3082!UTM  18      -   1.00000116  x   1.00037260  =   1.00037376
 EY3082
 EY3082:                Primary Azimuth Mark                     Grid Az
 EY3082:SPC NC       -  MARK                                     010 50 58.6
 EY3082:UTM  18      -  MARK                                     013 11 17.0
 EY3082
 EY3082|---------------------------------------------------------------------|
 EY3082| PID    Reference Object                     Distance      Geod. Az  |
 EY3082|                                                           dddmmss.s |
 EY3082| FX4262 MARK                                APPROX. 2.3 KM 0113319.0 |
 EY3082|---------------------------------------------------------------------|
 EY3082
 EY3082                          SUPERSEDED SURVEY CONTROL
 EY3082
 EY3082  NAD 83(1986)-  35 59 09.01921(N)    077 46 38.48144(W) AD(       ) 2
 EY3082  NAD 27      -  35 59 08.46293(N)    077 46 39.56107(W) AD(       ) 2
 EY3082  NGVD 29 (07/19/86)   27.9    (m)           92.     (f) VERT ANG    3  
 EY3082
 EY3082.Superseded values are not recommended for survey control.
 EY3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3082.See file dsdata.txt to determine how the superseded data were derived.
 EY3082
 EY3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4960885945(NAD 83)
 EY3082_MARKER: DE = TRAVERSE STATION DISK
 EY3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3082_STAMPING: BRICK 1963
 EY3082_MARK LOGO: NCGS  
 EY3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3082+STABILITY: SURFACE MOTION
 EY3082
 EY3082  HISTORY     - Date     Condition        Report By
 EY3082  HISTORY     - 1963     MONUMENTED       NCGS
 EY3082  HISTORY     - 1968     GOOD             CGS
 EY3082
 EY3082                          STATION DESCRIPTION
 EY3082
 EY3082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EY3082'BRICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3082'IN THE VICINITY OF ROCKY MOUNT, NORTH CAROLINA.
 EY3082'
 EY3082'BRICK IS 4.0 MILES NNE OF THE CENTER OF ROCKY MOUNT, LOCATED
 EY3082'AT RAILROAD WHERE OLD NASH BRICK YARD WAS.  IT IS ON ROAD THAT
 EY3082'WENT THROUGH BRICK YARD BACK OF NEW HOLIDAY INN ON U.S. 301
 EY3082'BUSINESS AND 1.0 MILE NORTH OF NC 97 ALONG U.S. 301 BUSINESS
 EY3082'THAT LEADS TO STATION.
 EY3082'
 EY3082'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3082'BRICK 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3082'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EY3082'
 EY3082'MARK IS 38.3 FT WNW OF SIGNAL LAMP 1161
 EY3082'
 EY3082'19.6 FT W OF TP WITH SWITCH BOX - BOTTOM OF BOX
 EY3082'
 EY3082'7.8 FT E OF E RAIL
 EY3082'
 EY3082'100.0 FT N OF DIRT CROSSING FROM BRICK YARD
 EY3082'
 EY3082'27.8 FT N OF LARGE SWITCH BOX
 EY3082
 EY3082                          STATION RECOVERY (1968)
 EY3082
 EY3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMR)
 EY3082'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 EY3082'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3635 ***********************************************************************
 EY3635  DESIGNATION -  BRICK
 EY3635  PID         -  EY3635
 EY3635  STATE/COUNTY-  NC/PAMLICO
 EY3635  USGS QUAD   -  VANDEMERE (1993)
 EY3635
 EY3635                         *CURRENT SURVEY CONTROL
 EY3635  ___________________________________________________________________
 EY3635* NAD 83(2001)-  35 09 32.09571(N)    076 40 50.03066(W)     ADJUSTED  
 EY3635* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3635  ___________________________________________________________________
 EY3635  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EY3635  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3635  HORZ ORDER  -  THIRD
 EY3635
 EY3635.The horizontal coordinates were established by classical geodetic methods
 EY3635.and adjusted by the National Geodetic Survey in August 2005.
 EY3635
 EY3635.The orthometric height was scaled from a topographic map.
 EY3635
 EY3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3635
 EY3635.The geoid height was determined by GEOID03.
 EY3635
 EY3635;                    North         East     Units Scale Factor Converg.
 EY3635;SPC NC       -   158,759.272   820,882.229   MT  0.99987390   +1 20 19.4
 EY3635;SPC NC       -   520,862.71  2,693,177.78   sFT  0.99987390   +1 20 19.4
 EY3635;UTM  18      - 3,891,959.295   346,935.370   MT  0.99988874   -0 58 04.6
 EY3635
 EY3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3635!SPC NC       -   1.00000576  x   0.99987390  =   0.99987966
 EY3635!UTM  18      -   1.00000576  x   0.99988874  =   0.99989450
 EY3635
 EY3635|---------------------------------------------------------------------|
 EY3635| PID    Reference Object                     Distance      Geod. Az  |
 EY3635|                                                           dddmmss.s |
 EY3635| EY4820 BRICK RM 2                           19.700 METERS 03536     |
 EY3635| EY3645 HORTON                              APPROX. 1.8 KM 0704237.1 |
 EY3635| EY4819 BRICK RM 1                           16.600 METERS 29255     |
 EY3635|---------------------------------------------------------------------|
 EY3635
 EY3635                          SUPERSEDED SURVEY CONTROL
 EY3635
 EY3635  NAD 83(1986)-  35 09 32.10871(N)    076 40 50.04308(W) AD(       ) 3
 EY3635  NAD 27      -  35 09 31.48600(N)    076 40 51.27800(W) AD(       ) 3
 EY3635
 EY3635.Superseded values are not recommended for survey control.
 EY3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3635.See file dsdata.txt to determine how the superseded data were derived.
 EY3635
 EY3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4693591959(NAD 83)
 EY3635_MARKER: DS = TRIANGULATION STATION DISK
 EY3635_SETTING: 0 = UNSPECIFIED SETTING
 EY3635
 EY3635  HISTORY     - Date     Condition        Report By
 EY3635  HISTORY     - 1935     MONUMENTED       CGS
 EY3635  HISTORY     - 1948     GOOD             CGS
 EY3635
 EY3635                          STATION DESCRIPTION
 EY3635
 EY3635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EY3635'THIS STATION IS ON THE N SIDE OF BAY RIVER ON LAMBERT POINT,
 EY3635'ALSO KNOWN AS HARPERS POINT, 8/10 MILES NW OF THE MOUTH OF
 EY3635'MOORE CREEK, AND 1.2 MILES SW OF WINDMILL POINT.  THE STATION
 EY3635'IS LOCATED ON A SPARSELY WOODED BANK ON THE SW SIDE OF THE
 EY3635'POINT TO THE W OF THE BRUSH AND MARSH ON THE POINT.  THE
 EY3635'DISTANCES TO THE SHORE LINE IN THE DIRECTION OF STATION POWERS
 EY3635'IS 19.30 METERS, IN THE DIRECTION OF BELL POINT IS 35.65
 EY3635'METERS, AND IN THE DIRECTION OF RED SPAR BUOY NO.4, IS 41.90
 EY3635'METERS.
 EY3635'
 EY3635'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 EY3635'AT THE CENTER OF THE TOPS OF TILES WHICH ARE EMBEDDED IN THE
 EY3635'GROUND.  (R.M.NO. 1 TO R.M.NO. 2 -28.40 METERS).
 EY3635'
 EY3635'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 EY3635
 EY3635                          STATION RECOVERY (1948)
 EY3635
 EY3635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3635'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 EY3635'DESCRIPTION IS ADEQUATE EXCEPT THAT THE SHORELINE IN THE
 EY3635'DIRECTION OF STATION POWERS IS 12.3 METERS AND IN THE DIRECTION
 EY3635'OF STATION HARP IS 15.6 METERS.  DISTANCES TO R.M.S WERE
 EY3635'MEASURED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2578 ***********************************************************************
 DD2578  DESIGNATION -  BRICK
 DD2578  PID         -  DD2578
 DD2578  STATE/COUNTY-  NC/BRUNSWICK
 DD2578  USGS QUAD   -  SHALLOTTE (1990)
 DD2578
 DD2578                         *CURRENT SURVEY CONTROL
 DD2578  ___________________________________________________________________
 DD2578* NAD 83(2001)-  33 54 21.76856(N)    078 23 38.04620(W)     ADJUSTED  
 DD2578* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 DD2578  ___________________________________________________________________
 DD2578  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 DD2578  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DD2578  HORZ ORDER  -  SECOND
 DD2578
 DD2578.The horizontal coordinates were established by classical geodetic methods
 DD2578.and adjusted by the National Geodetic Survey in August 2005.
 DD2578
 DD2578.The orthometric height was scaled from a topographic map.
 DD2578
 DD2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2578
 DD2578.The geoid height was determined by GEOID03.
 DD2578
 DD2578;                    North         East     Units Scale Factor Converg.
 DD2578;SPC NC       -    17,482.841   665,664.869   MT  1.00014568   +0 20 59.4
 DD2578;SPC NC       -    57,358.29  2,183,935.49   sFT  1.00014568   +0 20 59.4
 DD2578;UTM  17      - 3,754,796.970   740,963.793   MT  1.00031584   +1 27 16.1
 DD2578
 DD2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2578!SPC NC       -   1.00000487  x   1.00014568  =   1.00015056
 DD2578!UTM  17      -   1.00000487  x   1.00031584  =   1.00032072
 DD2578
 DD2578:                Primary Azimuth Mark                     Grid Az
 DD2578:SPC NC       -  BRICK RM 1 AZIMUTH                       005 53 27.6
 DD2578:UTM  17      -  BRICK RM 1 AZIMUTH                       004 47 10.9
 DD2578
 DD2578|---------------------------------------------------------------------|
 DD2578| PID    Reference Object                     Distance      Geod. Az  |
 DD2578|                                                           dddmmss.s |
 DD2578| DD3838 BRICK RM 1 AZIMUTH                                 0061427.0 |
 DD2578| DD2585 INTRACOASTAL WATERWAY BCN 53        APPROX. 1.7 KM 0654856.9 |
 DD2578| DD2552 INTRACOASTAL WATERWAY BCN 51        APPROX. 2.0 KM 0672450.6 |
 DD2578| DD3839 BRICK RM 2                           29.280 METERS 06819     |
 DD2578| DD2586 INTRACOASTAL WATERWAY BCN 55        APPROX. 1.2 KM 0741728.0 |
 DD2578| DD2551 INTRACOASTAL WATERWAY BCN 45        APPROX. 3.6 KM 0822146.0 |
 DD2578| DD2549 INTRACOASTAL WATERWAY BCN 34        APPROX. 2.9 KM 0822356.5 |
 DD2578| DD2582 INTRACOASTAL WATERWAY BCN 36        APPROX. 0.6 KM 0945648.0 |
 DD2578| DD2583 INTRACOASTAL WATERWAY BCN 38        229.753 METERS 20621     |
 DD2578| DD2587 INTRACOASTAL WATERWAY BCN 57        APPROX. 0.7 KM 2495830.0 |
 DD2578| DD2588 INTRACOASTAL WATERWAY BCN 59        APPROX. 1.6 KM 2515522.0 |
 DD2578| DD2589 INTRACOASTAL WATERWAY BCN 61        APPROX. 2.4 KM 2522534.0 |
 DD2578| DD3840 BRICK RM 3                           34.678 METERS 34845     |
 DD2578|---------------------------------------------------------------------|
 DD2578
 DD2578                          SUPERSEDED SURVEY CONTROL
 DD2578
 DD2578  NAD 83(1986)-  33 54 21.77841(N)    078 23 38.05260(W) AD(       ) 2
 DD2578  NAD 27      -  33 54 21.15700(N)    078 23 39.04000(W) AD(       ) 2
 DD2578
 DD2578.Superseded values are not recommended for survey control.
 DD2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2578.See file dsdata.txt to determine how the superseded data were derived.
 DD2578
 DD2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4096454797(NAD 83)
 DD2578_MARKER: DS = TRIANGULATION STATION DISK
 DD2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2578_STAMPING: BRICK 1934
 DD2578_MARK LOGO: CGS   
 DD2578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2578+STABILITY: SURFACE MOTION
 DD2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DD2578+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1999
 DD2578
 DD2578  HISTORY     - Date     Condition        Report By
 DD2578  HISTORY     - 1934     MONUMENTED       CGS
 DD2578  HISTORY     - 1942     GOOD             CGS
 DD2578  HISTORY     - 1962     GOOD             CGS
 DD2578  HISTORY     - 1964     GOOD             CGS
 DD2578  HISTORY     - 1970     GOOD             NGS
 DD2578  HISTORY     - 1976     GOOD             ALSTER
 DD2578  HISTORY     - 1984     GOOD             USE
 DD2578  HISTORY     - 19960616 MARK NOT FOUND   USPSQD
 DD2578  HISTORY     - 19990111 GOOD             NCGS
 DD2578
 DD2578                          STATION DESCRIPTION
 DD2578
 DD2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 DD2578'AT BRICK LANDING, ON HIGH GROUND ABOUT 300 METERS (984 FEET) WEST OF
 DD2578'INTRACOASTAL WATERWAY CANAL AND 300 METERS (984 FEET) NORTHWEST OF
 DD2578'BEACON 38, IN YARD OF C.L. STANLEYS RESIDENCE, 43 METERS (141 FEET)
 DD2578'SOUTH OF CHIMNEY OF RESIDENCE, 15 METERS (49 FEET) WEST OF HIGH
 DD2578'SAND BANK COVERED WITH BRUSH, 12 METERS (39 FEET) EAST OF PICKET
 DD2578'FENCE, AND 10 METERS (33 FEET) NORTH OF SAND ROAD LEADING TO BRICK
 DD2578'LANDING.  TO REACH FROM SHALLOTTE, FOLLOW U.S. HIGHWAY 17 SOUTHWEST
 DD2578'1 MILE AND TURN LEFT ON SAND ROAD AT SIGN SEASIDE 9.  SET SPEEDOMETER
 DD2578'AT ZERO AND CONTINUE AS FOLLOWS--0.7 MILE TAKE RIGHT FORK, 1.7
 DD2578'TAKE LEFT FORK, 3.3 TAKE LEFT FORK, 3.8 KEEP LEFT AT GAS PUMP, 4.3
 DD2578'KEEP MAIN RIGHT FORK, 4.7 COME TO C.L. STANLEYS HOME AND STATION.
 DD2578'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 DD2578'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 DD2578'CONCRETE.  REFERENCE MARK NO.1 (AZIMUTH) IS 30 METERS
 DD2578'(98 FEET) NORTH OF SAND ROAD ON EDGE OF FIELD AT WOODS LINE AND
 DD2578'ABOUT 0.25 MILE FROM STATION N 06 DEG 14 MIN E.
 DD2578'REFERENCE MARK NO.2 IS 40 METERS (131 FEET) NORTH OF ROAD, 20 METERS
 DD2578'(66 FEET) SOUTH OF CHIMNEY OF RESIDENCE, 1 METER (3 FEET) EAST OF
 DD2578'FENCE LINE, AND 29.280 METERS (96.06 FEET) FROM STATION
 DD2578'N 68 DEG 19 MIN E.  REFERENCE MARK NO.3 IS 21 METERS (69 FEET)
 DD2578'WEST OF FENCE CORNER, 5 METERS (16 FEET) NORTH OF ROAD, 0.5 METER (2
 DD2578'FEET) INSIDE FENCE PARALLELLING ROAD, AND 34.678 METERS (113.77
 DD2578'FEET) FROM STATION N 11 DEG 15 MIN W. DISTANCE BETWEEN
 DD2578'REFERENCE MARKS NOS.2 AND 3 IS 41.132 METERS (134.95 FEET).
 DD2578'
 DD2578'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DD2578
 DD2578                          STATION RECOVERY (1942)
 DD2578
 DD2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 DD2578'THIS STATION WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION, EXCEPT
 DD2578'FOR THE FOLLOWING DISCREPANCIES--
 DD2578'
 DD2578'THE OLD HOUSE HAS BEEN DESTROYED AND THE STATION IS 11 FEET W OF
 DD2578'THE W SIDE OF THE NEW HOUSE.
 DD2578'
 DD2578'THE PICKET FENCE HAS BEEN DESTROYED.
 DD2578'
 DD2578'THE NEW HOUSE AND AN OLD SHED ARE BETWEEN R.M. 2 AND THE STATION,
 DD2578'SO THAT NO DIRECT MEASUREMENT CAN BE MADE BETWEEN THE TWO MARKS.
 DD2578
 DD2578                          STATION RECOVERY (1962)
 DD2578
 DD2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DD2578'THIS STATION WAS RECOVERED AND ALL MARKS EXCEPT R.M. NO.3 WERE FOUND
 DD2578'IN GOOD CONDITION.  THE STATION IS IN THE YARD TO THE WEST OF MR.
 DD2578'C.L. STANLEYS HOME AND IS ABOUT 10 FEET WEST OF THE CENTER OF THE
 DD2578'WEST SIDE OF THE HOUSE.  R.M. NO.1 IS IN THE YARD TO THE NORTHEAST OF
 DD2578'THE HOUSE. R.M. NO.2 IS 0.25 MILE NORTH OF THE STATION, ABOUT 100
 DD2578'FEET EAST OF THE ROAD, ABOUT DUE SOUTH OF A GARAGE TO THE SOUTH OF
 DD2578'A WHITE HOUSE AND JUST SOUTH OF A SMALL POND.
 DD2578'
 DD2578'TO REACH FROM SHALLOTTE, FROM THE POST OFFICE, GO SOUTHWEST ON U.S.
 DD2578'17 FOR 0.15 MILE TO A T ROAD LEFT, TURN LEFT AND GO 0.7 MILE TO
 DD2578'FORKS, TAKE LEFT FORK FOR 0.85 MILE TO FORKS, TAKE RIGHT FORK FOR
 DD2578'2.75 MILES TO A T INTERSECTION AT JENNIES BRANCH CHURCH ON THE
 DD2578'RIGHT, TURN LEFT AND CONTINUE ON MAIN ROAD FOR 1.35 MILES TO BILLS
 DD2578'PLACE ON THE RIGHT AND STATION ON LEFT.
 DD2578
 DD2578                          STATION RECOVERY (1964)
 DD2578
 DD2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2578'THE STATION AND REFERENCE MARKS 1 (AZIMUTH) AND 2 WERE RECOVERED IN
 DD2578'GOOD CONDITION.  REFERENCE MARK NO 3 HAS BEEN DESTROYED BY ROAD
 DD2578'CONSTRUCTION.  THE DISTANCES TO REFERENCE MARKS NO.1 AND 2 WERE NOT
 DD2578'CHECKED SINCE THE DISTANCE TO NO.1 WAS ONLY APPROXIMATE AND A
 DD2578'HOUSE HAS BEEN BUILT BETWEEN THE STATION AND NO.2.  THE ORIGINAL
 DD2578'DESCRIPTION AND RECOVERY NOTE BY F.L.G. IN 1942 ARE INADEQUATE SO A
 DD2578'NEW DESCRIPTION FOLLOWS.
 DD2578'
 DD2578'THE STATION IS LOCATED AT BRICK LANDING ON HIGH GROUND ABOUT 300
 DD2578'METERS NORTH OF INTRACOASTAL WATERWAY IN YARD OF C.L. STANLEYS
 DD2578'RESIDENCE, 41.0 FEET EAST OF CENTER OF PAVED ROAD, 16.4 FEET
 DD2578'SOUTHEAST OF SOUTHEAST CORNER OF SMALL PUMP HOUSE, AND 11.0 FEET WEST
 DD2578'OF WEST SIDE OF RESIDENCE.  STATION IS A STANDARD DISK, STAMPED
 DD2578'BRICK 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 DD2578'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 DD2578'
 DD2578'TO REACH FROM SHALLOTTE POST OFFICE FOLLOW U.S. HIGHWAY 17 FOR 0.1
 DD2578'MILE SOUTHWEST ACROSS BRIDGE AND TURN LEFT ON FIRST PAVED ROAD
 DD2578'(VILLAGE ROAD).  FOLLOW THIS ROAD 0.7 MILE, TAKE LEFT FORK AND
 DD2578'CONTINUE ON VILLAGE ROAD FOR ANOTHER 0.7 MILE.  TAKE RIGHT FORK
 DD2578'AND GO 2.6 MILES AND TAKE LEFT FORK AT CHURCH AND CONTINUE ON THIS
 DD2578'PAVED ROAD FOR 1.4 MILES TO RESIDENCE AND STATION ON EAST SIDE OF
 DD2578'ROAD.
 DD2578'
 DD2578'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED BRICK NO 1 1934, SET
 DD2578'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 DD2578'6 INCHES ABOVE THE GROUND.  IT IS 30 METERS EAST OF PAVED ROAD ON
 DD2578'EDGE OF FIELD AT WOODS LINE AND ABOUT 0.25 MILE NORTH OF THE
 DD2578'STATION.
 DD2578'
 DD2578'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED BRICK NO 2 1934, SET
 DD2578'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 DD2578'INCHES ABOVE THE GROUND.  IT IS 40 METERS EAST OF PAVED ROAD, 35.6
 DD2578'FT.  NORTHEAST OF A 30 INCH OAK TREE, 10 FEET WEST OF THE
 DD2578'CENTER OF AN UNPAVED DRIVEWAY, 39.1 FEET NORTH NORTHWEST OF THE
 DD2578'NORTHWEST CORNER OF A GREEN SHINGLED HOUSE.
 DD2578'
 DD2578'THE AZIMUTH OF THE REFERENCE MARKS MAY BE FOUND FROM THE ORIGINAL
 DD2578'DESCRIPTION.
 DD2578
 DD2578                          STATION RECOVERY (1970)
 DD2578
 DD2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (MJU)
 DD2578'THE STATION AND R.M. 2 (AZIMUTH MARK) WERE RECOVERED IN GOOD
 DD2578'CONDITION .  R.M. NO.3 WAS SEARCHED FOR AND SEVERAL PIECES OF BROKEN
 DD2578'CONCRETE WERE FOUND AT ITS SUPPOSED LOCATION.  THE ORIGINAL
 DD2578'DESCRIPTION ALONG WITH THE 1964 RECOVERY NOTE BY JWK IS ADEQUATE
 DD2578'FOR FUTURE RECOVERY.
 DD2578
 DD2578                          STATION RECOVERY (1976)
 DD2578
 DD2578'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (JM)
 DD2578'BRICK 1934 OK
 DD2578
 DD2578                          STATION RECOVERY (1984)
 DD2578
 DD2578'RECOVERY NOTE BY US ENGINEERS 1984 (GRN)
 DD2578'BRICK 1934 FOUND GOOD, STATION AND RM 2 RECOVERED, DESCRIPTION
 DD2578'ADEQUATE.
 DD2578
 DD2578                          STATION RECOVERY (1996)
 DD2578
 DD2578'RECOVERY NOTE BY US POWER SQUADRON 1996
 DD2578'MARK NOT FOUND.
 DD2578
 DD2578                          STATION RECOVERY (1999)
 DD2578
 DD2578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 DD2578'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  STATION IS ABOUT
 DD2578'3-FEET HIGHER THAN SR 1143 (BRICK LANDING ROAD) .  ABOUT 69-FEET SOUTH
 DD2578'OF PEOPLES WAY (DIRT ROAD) .
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4403 ***********************************************************************
 FX4403  DESIGNATION -  BRICK
 FX4403  PID         -  FX4403
 FX4403  STATE/COUNTY-  NC/WARREN
 FX4403  USGS QUAD   -  LITTLETON (1973)
 FX4403
 FX4403                         *CURRENT SURVEY CONTROL
 FX4403  ___________________________________________________________________
 FX4403* NAD 83(2001)-  36 29 43.28089(N)    077 58 34.39890(W)     ADJUSTED  
 FX4403* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 FX4403  ___________________________________________________________________
 FX4403  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FX4403  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 FX4403  HORZ ORDER  -  SECOND
 FX4403
 FX4403.The horizontal coordinates were established by classical geodetic methods
 FX4403.and adjusted by the National Geodetic Survey in August 2005.
 FX4403
 FX4403.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4403
 FX4403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4403
 FX4403.The geoid height was determined by GEOID03.
 FX4403
 FX4403;                    North         East     Units Scale Factor Converg.
 FX4403;SPC NC       -   305,041.687   701,336.414   MT  1.00010834   +0 35 27.2
 FX4403;SPC NC       - 1,000,790.93  2,300,967.88   sFT  1.00010834   +0 35 27.2
 FX4403;UTM  18      - 4,043,013.133   233,412.372   MT  1.00047570   -1 46 16.2
 FX4403;UTM  17      - 4,043,145.945   770,848.509   MT  1.00050392   +1 47 58.2
 FX4403
 FX4403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4403!SPC NC       -   0.99999066  x   1.00010834  =   1.00009900
 FX4403!UTM  18      -   0.99999066  x   1.00047570  =   1.00046635
 FX4403!UTM  17      -   0.99999066  x   1.00050392  =   1.00049457
 FX4403
 FX4403                          SUPERSEDED SURVEY CONTROL
 FX4403
 FX4403  NAD 83(1993)-  36 29 43.28225(N)    077 58 34.40152(W) AD(       ) 2
 FX4403  NAD 83(1986)-  36 29 43.27986(N)    077 58 34.41102(W) AD(       ) 2
 FX4403  NGVD 29 (07/23/90)   93.4    (m)          306.     (f) VERT ANG    3  
 FX4403
 FX4403.Superseded values are not recommended for survey control.
 FX4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4403.See file dsdata.txt to determine how the superseded data were derived.
 FX4403
 FX4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF3341243013(NAD 83)
 FX4403_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4403_SP_SET: CONCRETE POST
 FX4403_STAMPING: BRICK 1988
 FX4403_MARK LOGO: NCGS  
 FX4403_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FX4403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4403+STABILITY: SURFACE MOTION
 FX4403
 FX4403  HISTORY     - Date     Condition        Report By
 FX4403  HISTORY     - 1988     MONUMENTED       NCGS
 FX4403
 FX4403                          STATION DESCRIPTION
 FX4403
 FX4403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FX4403'D08BBETHLEHEM NCGS 1988           NNEV             A0.969 KM  00000000
 FX4403'D08TRFOREST NCGS 1988             SSW              A0.335 KM  18200574
 FX4403'STATION IS LOCATED ABOUT 8.9 KM (5.5 MILES) NORTHWEST OF LITTLETON,
 FX4403'ABOUT 11.6 KM (7.2 MILES) EAST-NORTHEAST OF MACON.
 FX4403'PROCEED ALONG SR 1318 FOR 1.05 KM (0.65 MILES) NORTH FROM US 158 IN
 FX4403'VAUGHAN TO SR 1344, THENCE NORTHEAST ALONG SR 1344 FOR 7.8 KM (4.85
 FX4403'MILES) OR 0.3 KM (0.2 MILE) NORTHEAST OF SR 1367 ON TOP OF A SMALL
 FX4403'CUT.
 FX4403'STATION IS A STANDARD NCGS DISK STAMPED---BRICK 1988---, SET IN TOP OF
 FX4403'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH THE GROUND
 FX4403'SURFACE.  LOCATED 7.0 METERS (23.0 FEET) SOUTH OF THE CENTERLINE OF SR
 FX4403'1344, 1.1 METERS (3.6 FEET) WEST OF WITNESS POST, 33.7 METERS (110.5
 FX4403'FEET) NORTHEAST OF CENTERLINE OF SOUTH DIRT DRIVEWAY, 53.5 METERS
 FX4403'(175.4  FEET) NORTH-NORTHEAST OF NORTHEAST CORNER OF BRICK HOUSE, 23.4
 FX4403'METERS (76.9 FEET) NORTH OF 12-INCH APPLE TREE AND 25.5 METERS (83.5
 FX4403'FEET) SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
 FX4403'STATION IS 4 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4892 ***********************************************************************
 FA4892  DESIGNATION -  BRICK
 FA4892  PID         -  FA4892
 FA4892  STATE/COUNTY-  NC/CLEVELAND
 FA4892  USGS QUAD   -  GROVER (1993)
 FA4892
 FA4892                         *CURRENT SURVEY CONTROL
 FA4892  ___________________________________________________________________
 FA4892* NAD 83(2001)-  35 10 51.76778(N)    081 25 17.99150(W)     ADJUSTED  
 FA4892* NAVD 88     -       293.2    (meters)     962.     (feet)  VERTCON   
 FA4892  ___________________________________________________________________
 FA4892  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FA4892  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FA4892  HORZ ORDER  -  SECOND
 FA4892
 FA4892.The horizontal coordinates were established by classical geodetic methods
 FA4892.and adjusted by the National Geodetic Survey in August 2005.
 FA4892
 FA4892.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4892
 FA4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4892
 FA4892.The geoid height was determined by GEOID03.
 FA4892
 FA4892;                    North         East     Units Scale Factor Converg.
 FA4892;SPC NC       -   161,435.911   389,069.761   MT  0.99987335   -1 23 51.8
 FA4892;SPC NC       -   529,644.32  1,276,473.04   sFT  0.99987335   -1 23 51.8
 FA4892;SPC SC       -   371,362.774   571,186.658   MT  1.00014222   -0 14 01.6
 FA4892;SPC SC       - 1,218,381.80  1,873,971.98   iFT  1.00014222   -0 14 01.6
 FA4892;UTM  17      - 3,893,202.143   461,607.260   MT  0.99961817   -0 14 34.6
 FA4892
 FA4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4892!SPC NC       -   0.99995894  x   0.99987335  =   0.99983230
 FA4892!SPC SC       -   0.99995894  x   1.00014222  =   1.00010116
 FA4892!UTM  17      -   0.99995894  x   0.99961817  =   0.99957713
 FA4892
 FA4892                          SUPERSEDED SURVEY CONTROL
 FA4892
 FA4892  NAD 83(1986)-  35 10 51.78433(N)    081 25 17.98854(W) AD(       ) 2
 FA4892  NGVD 29 (09/01/92)  293.4    (m)          963.     (f) VERT ANG    3  
 FA4892
 FA4892.Superseded values are not recommended for survey control.
 FA4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4892.See file dsdata.txt to determine how the superseded data were derived.
 FA4892
 FA4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU6160793202(NAD 83)
 FA4892_MARKER: DE = TRAVERSE STATION DISK
 FA4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4892_SP_SET: CONCRETE POST
 FA4892_STAMPING: BRICK 1985
 FA4892_MARK LOGO: NCGS  
 FA4892_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4892+STABILITY: SURFACE MOTION
 FA4892
 FA4892  HISTORY     - Date     Condition        Report By
 FA4892  HISTORY     - 1985     MONUMENTED       NCGS
 FA4892  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 FA4892  HISTORY     - 20001117 GOOD             USPSQD
 FA4892
 FA4892                          STATION DESCRIPTION
 FA4892
 FA4892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4892'STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTHEAST OF GROVER.
 FA4892'ALONG US 29 FOR 3.05 KM (1.90 MI) NORTHEAST OF THE NC-SC STATE LINE,
 FA4892'ON A SMALL BANK, OR 0.95 KM (0.59 MI) SOUTHWEST OF NC 216.
 FA4892'MARK IS RECESSED 4 INCHES BELOW GROUND AND 2 FEET HIGHER THAN THE
 FA4892'HIGHWAY.  LOCATED 11.3 M (37.1 FT) NORTH-NORTHWEST OF THE CENTERLINE
 FA4892'OF US 29 WEST BOUND--AND 10.0 M (32.8 FT) SOUTH-SOUTHWEST OF A
 FA4892'TELEPHONE POLE (266), 33.4 M (109.6 FT) EAST-NORTHEAST OF A TELEPHONE
 FA4892'POLE (267), 6.9 M (22.6 FT) WEST-NORTHWEST OF A ROAD SIGN--ALL THREE
 FA4892'WITH REFERENCE TAGS.
 FA4892
 FA4892                          STATION RECOVERY (1994)
 FA4892
 FA4892'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA4892'MARK NOT FOUND.
 FA4892
 FA4892                          STATION RECOVERY (2000)
 FA4892
 FA4892'RECOVERY NOTE BY US POWER SQUADRON 2000 (WHP)
 FA4892'MARKER IS 22.5 FT WNW OF ONE WAY SIGN. 33.8 FT SSW OF PP6.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8438 ***********************************************************************
 AE8438  DESIGNATION -  BRICK
 AE8438  PID         -  AE8438
 AE8438  STATE/COUNTY-  NC/MONTGOMERY
 AE8438  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8438
 AE8438                         *CURRENT SURVEY CONTROL
 AE8438  ___________________________________________________________________
 AE8438* NAD 83(2001)-  35 13 43.32650(N)    080 00 54.46824(W)     ADJUSTED  
 AE8438* NAVD 88     -       100.7    (meters)     330.     (feet)  VERTCON   
 AE8438  ___________________________________________________________________
 AE8438  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AE8438  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE8438  HORZ ORDER  -  SECOND
 AE8438
 AE8438.The horizontal coordinates were established by classical geodetic methods
 AE8438.and adjusted by the National Geodetic Survey in August 2005.
 AE8438
 AE8438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8438
 AE8438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8438
 AE8438.The geoid height was determined by GEOID03.
 AE8438
 AE8438;                    North         East     Units Scale Factor Converg.
 AE8438;SPC NC       -   164,504.711   517,203.810   MT  0.99987267   -0 35 09.3
 AE8438;SPC NC       -   539,712.54  1,696,859.50   sFT  0.99987267   -0 35 09.3
 AE8438;UTM  17      - 3,898,850.050   589,621.729   MT  0.99969899   +0 34 05.3
 AE8438
 AE8438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8438!SPC NC       -   0.99998898  x   0.99987267  =   0.99986165
 AE8438!UTM  17      -   0.99998898  x   0.99969899  =   0.99968797
 AE8438
 AE8438                          SUPERSEDED SURVEY CONTROL
 AE8438
 AE8438  NAD 83(1986)-  35 13 43.33769(N)    080 00 54.47968(W) AD(       ) 2
 AE8438  NGVD 29 (04/08/98)  101.0    (m)          331.     (f) VERT ANG    3  
 AE8438
 AE8438.Superseded values are not recommended for survey control.
 AE8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8438.See file dsdata.txt to determine how the superseded data were derived.
 AE8438
 AE8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8962298850(NAD 83)
 AE8438_MARKER: DE = TRAVERSE STATION DISK
 AE8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8438_STAMPING: BRICK 1983
 AE8438_MARK LOGO: NCGS  
 AE8438_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8438+STABILITY: SURFACE MOTION
 AE8438
 AE8438  HISTORY     - Date     Condition        Report By
 AE8438  HISTORY     - 1983     MONUMENTED       NCGS
 AE8438
 AE8438                          STATION DESCRIPTION
 AE8438
 AE8438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8438'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) NORTHWEST OF MT. GILEAD AND
 AE8438'ABOUT 9.3 KM (5.75 MI) EAST OF NORWOOD.$ALONG NC 73 FOR 1.6 KM (1.00
 AE8438'MI) NORTHWEST FROM NC 109 (IN MT. GILEAD) , IN THE WEST SHOULDER IN
 AE8438'FRONT OF A BRICK HOME, OR 0.6 KM (0.35 MI) NORTHWEST OF SR 1101.$MARK
 AE8438'IS RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED
 AE8438'6.2 M (20.3 FT) SOUTH-WEST OF THE CENTERLINE OF NC 73, 21.5 M (70.5
 AE8438'FT) SOUTH-SOUTHEAST OF THE CENTER OF A DRIVE--AND 14.9 M (48.9 FT)
 AE8438'SOUTHEAST OF A TELEPHONE JUNCTION BOX WITH A SERVICE POLE, 10.4 M
 AE8438'(34.1 FT) EAST-SOUTHEAST OF A 14-INCH OAK, 12.4 M (40.7 FT)
 AE8438'EAST-NORTHEAST OF A 16-INCH SYCAMORE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5080 ***********************************************************************
 AH5080  DESIGNATION -  BRICK
 AH5080  PID         -  AH5080
 AH5080  STATE/COUNTY-  NC/SAMPSON
 AH5080  USGS QUAD   -  BEARSKIN (1986)
 AH5080
 AH5080                         *CURRENT SURVEY CONTROL
 AH5080  ___________________________________________________________________
 AH5080* NAD 83(2001)-  35 06 55.79328(N)    078 24 30.85432(W)     ADJUSTED  
 AH5080* NAVD 88     -        52.5    (meters)     172.     (feet)  VERT ANG  
 AH5080  ___________________________________________________________________
 AH5080  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AH5080  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AH5080  HORZ ORDER  -  SECOND
 AH5080
 AH5080.The horizontal coordinates were established by classical geodetic methods
 AH5080.and adjusted by the National Geodetic Survey in August 2005.
 AH5080
 AH5080.The orthometric height was determined by vertical angle observations.
 AH5080
 AH5080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5080
 AH5080.The geoid height was determined by GEOID03.
 AH5080
 AH5080;                    North         East     Units Scale Factor Converg.
 AH5080;SPC NC       -   151,635.216   663,508.713   MT  0.99987541   +0 20 28.9
 AH5080;SPC NC       -   497,489.87  2,176,861.50   sFT  0.99987541   +0 20 28.9
 AH5080;UTM  17      - 3,888,924.893   736,166.918   MT  1.00028744   +1 29 28.9
 AH5080
 AH5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5080!SPC NC       -   0.99999715  x   0.99987541  =   0.99987256
 AH5080!UTM  17      -   0.99999715  x   1.00028744  =   1.00028459
 AH5080
 AH5080                          SUPERSEDED SURVEY CONTROL
 AH5080
 AH5080  NAD 83(1986)-  35 06 55.79984(N)    078 24 30.86256(W) AD(       ) 2
 AH5080
 AH5080.Superseded values are not recommended for survey control.
 AH5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5080.See file dsdata.txt to determine how the superseded data were derived.
 AH5080
 AH5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3616788925(NAD 83)
 AH5080_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5080_STAMPING: BRICK 1986
 AH5080_MARK LOGO: NCGS  
 AH5080_PROJECTION: FLUSH
 AH5080_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5080+STABILITY: SURFACE MOTION
 AH5080
 AH5080  HISTORY     - Date     Condition        Report By
 AH5080  HISTORY     - 1986     MONUMENTED       NCGS
 AH5080
 AH5080                          STATION DESCRIPTION
 AH5080
 AH5080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5080'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SPIVEYS CORNER
 AH5080'AND 9.4 MI (15.1 KM) WEST-NORTHWEST OF CLINTON. ALONG US 421 FOR 3.35
 AH5080'MI (5.39 KM) SOUTHEAST FROM THE NC 242 INTERSECTION (SOUTHEAST OF
 AH5080'SPIVEYS CORNER), OR 0.35 MI (0.56 KM) NORTHWEST OF SR 1703, ON THE
 AH5080'PROLONGATION OF THE NORTH SIDE OF A 1-STORY BRICK HOUSE. MARK IS
 AH5080'RECESSED 3 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 25.0 FT
 AH5080'(7.6 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 77.5 FT (23.6 M)
 AH5080'EAST-NORTHEAST OF A TELEPHONE PEDESTAL--AND 116.8 FT (35.6 M) EAST OF
 AH5080'A SERVICE POLE (2585-2), 112.8 FT (34.4 M) NORTH OF A 15-INCH
 AH5080'PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0840 ***********************************************************************
 AI0840  DESIGNATION -  BRICK
 AI0840  PID         -  AI0840
 AI0840  STATE/COUNTY-  NC/ONSLOW
 AI0840  USGS QUAD   -  SNEADS FERRY (1988)
 AI0840
 AI0840                         *CURRENT SURVEY CONTROL
 AI0840  ___________________________________________________________________
 AI0840* NAD 83(2001)-  34 32 55.12740(N)    077 26 24.05957(W)     ADJUSTED  
 AI0840* NAVD 88     -        10.73   (meters)      35.2    (feet)  LEVELING  
 AI0840  ___________________________________________________________________
 AI0840  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AI0840  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 AI0840  HORZ ORDER  -  SECOND
 AI0840  VERT ORDER  -  THIRD ?
 AI0840
 AI0840.The horizontal coordinates were established by classical geodetic methods
 AI0840.and adjusted by the National Geodetic Survey in August 2005.
 AI0840
 AI0840.The orthometric height was determined by differential leveling.
 AI0840.The vertical network tie was performed by a horz. field party for horz.
 AI0840.obs reductions. Reset procedures were used to establish the elevation.
 AI0840
 AI0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0840
 AI0840.The geoid height was determined by GEOID03.
 AI0840
 AI0840;                    North         East     Units Scale Factor Converg.
 AI0840;SPC NC       -    89,720.570   752,773.364   MT  0.99994733   +0 54 01.4
 AI0840;SPC NC       -   294,358.24  2,469,723.95   sFT  0.99994733   +0 54 01.4
 AI0840;UTM  18      - 3,825,696.156   276,104.416   MT  1.00021792   -1 23 03.6
 AI0840
 AI0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0840!SPC NC       -   1.00000418  x   0.99994733  =   0.99995151
 AI0840!UTM  18      -   1.00000418  x   1.00021792  =   1.00022210
 AI0840
 AI0840                          SUPERSEDED SURVEY CONTROL
 AI0840
 AI0840  NAD 83(1986)-  34 32 55.13894(N)    077 26 24.07175(W) AD(       ) 2
 AI0840
 AI0840.Superseded values are not recommended for survey control.
 AI0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0840.See file dsdata.txt to determine how the superseded data were derived.
 AI0840
 AI0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7610425696(NAD 83)
 AI0840_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0840_STAMPING: BRICK 1988
 AI0840_MARK LOGO: NCGS  
 AI0840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0840+STABILITY: SURFACE MOTION
 AI0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0840+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 AI0840
 AI0840  HISTORY     - Date     Condition        Report By
 AI0840  HISTORY     - 1988     MONUMENTED       NCGS
 AI0840  HISTORY     - 19990203 GOOD             NCGS
 AI0840
 AI0840                          STATION DESCRIPTION
 AI0840
 AI0840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0840'STATION IS LOCATED ABOUT 3.90 KM (2.40 MI) WEST OF SNEADS FERRY. ALONG
 AI0840'NC 172 FOR 0.40 KM (0.25 MI) WEST FROM NC 210, ABOUT 200 YARDS WEST OF
 AI0840'A BRICK HOUSE, IN SHOULDER. MARK IS ABOUT LEVEL WITH HIGHWAY AND
 AI0840'RECESSED 3 INCHES BELOW GROUND. LOCATED 6.10 M (20.01 FT) NORTH OF THE
 AI0840'CENTERLINE OF NC 172, 25.90 M (84.97 FT) WEST OF THE NORTH END OF A
 AI0840'CULVERT UNDER THE HIGHWAY, 46.60 M (152.89 FT) EAST OF A PEDESTAL NO.
 AI0840'78W--AND 18.70 M (61.35 FT) SOUTH OF A 14-INCH PINE, 34.30 M (112.53
 AI0840'FT) WEST-SOUTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AI0840
 AI0840                          STATION RECOVERY (1999)
 AI0840
 AI0840'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (RCC)
 AI0840'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2614 ***********************************************************************
 DD2614  DESIGNATION -  BRICK AZ MK ECC 1970
 DD2614  PID         -  DD2614
 DD2614  STATE/COUNTY-  NC/BRUNSWICK
 DD2614  USGS QUAD   -  SHALLOTTE (1990)
 DD2614
 DD2614                         *CURRENT SURVEY CONTROL
 DD2614  ___________________________________________________________________
 DD2614* NAD 83(2001)-  33 54 31.59607(N)    078 23 38.39685(W)     ADJUSTED  
 DD2614* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 DD2614  ___________________________________________________________________
 DD2614  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DD2614  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DD2614  HORZ ORDER  -  SECOND
 DD2614
 DD2614.The horizontal coordinates were established by classical geodetic methods
 DD2614.and adjusted by the National Geodetic Survey in August 2005.
 DD2614
 DD2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2614
 DD2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2614
 DD2614.The geoid height was determined by GEOID03.
 DD2614
 DD2614;                    North         East     Units Scale Factor Converg.
 DD2614;SPC NC       -    17,785.623   665,654.011   MT  1.00014458   +0 20 59.2
 DD2614;SPC NC       -    58,351.66  2,183,899.87   sFT  1.00014458   +0 20 59.2
 DD2614;UTM  17      - 3,755,099.538   740,947.097   MT  1.00031574   +1 27 16.3
 DD2614
 DD2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2614!SPC NC       -   1.00000495  x   1.00014458  =   1.00014953
 DD2614!UTM  17      -   1.00000495  x   1.00031574  =   1.00032069
 DD2614
 DD2614                          SUPERSEDED SURVEY CONTROL
 DD2614
 DD2614  NAD 83(1986)-  33 54 31.60596(N)    078 23 38.40325(W) AD(       ) 2
 DD2614  NAD 27      -  33 54 30.98468(N)    078 23 39.39070(W) AD(       ) 2
 DD2614  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG    3  
 DD2614
 DD2614.Superseded values are not recommended for survey control.
 DD2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2614.See file dsdata.txt to determine how the superseded data were derived.
 DD2614
 DD2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4094755100(NAD 83)
 DD2614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DD2614_SETTING: 0 = UNSPECIFIED SETTING
 DD2614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DD2614
 DD2614  HISTORY     - Date     Condition        Report By
 DD2614  HISTORY     - 1970     MONUMENTED       NGS
 DD2614  HISTORY     - 19990125 SEE DESCRIPTION  NCGS
 DD2614
 DD2614                          STATION DESCRIPTION
 DD2614
 DD2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 DD2614'RECOVERED AS DESCRIBED.
 DD2614
 DD2614                          STATION RECOVERY (1999)
 DD2614
 DD2614'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 DD2614'NO DESCRIPTION IN THE DATA BASE, MAY HAVE BEEN A TEMPORARY POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2665 ***********************************************************************
 FX2665  DESIGNATION -  BRICK ROAD
 FX2665  PID         -  FX2665
 FX2665  STATE/COUNTY-  NC/PASQUOTANK
 FX2665  USGS QUAD   -  PASQUOTANK (1982)
 FX2665
 FX2665                         *CURRENT SURVEY CONTROL
 FX2665  ___________________________________________________________________
 FX2665* NAD 83(2001)-  36 21 52.32234(N)    076 16 32.02538(W)     ADJUSTED  
 FX2665* NAVD 88     -         3.431  (meters)      11.26   (feet)  ADJUSTED  
 FX2665  ___________________________________________________________________
 FX2665  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 FX2665  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 FX2665  DYNAMIC HT  -           3.428 (meters)      11.25  (feet)  COMP
 FX2665  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 FX2665
 FX2665  HORZ ORDER  -  SECOND
 FX2665  VERT ORDER  -  SECOND    CLASS II
 FX2665
 FX2665.The horizontal coordinates were established by classical geodetic methods
 FX2665.and adjusted by the National Geodetic Survey in August 2005.
 FX2665
 FX2665.The orthometric height was determined by differential leveling
 FX2665.and adjusted in June 1991.
 FX2665
 FX2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2665
 FX2665.The geoid height was determined by GEOID03.
 FX2665
 FX2665.The dynamic height is computed by dividing the NAVD 88
 FX2665.geopotential number by the normal gravity value computed on the
 FX2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2665.degrees latitude (g = 980.6199 gals.).
 FX2665
 FX2665.The modeled gravity was interpolated from observed gravity values.
 FX2665
 FX2665;                    North         East     Units Scale Factor Converg.
 FX2665;SPC NC       -   293,405.762   854,095.336   MT  1.00006124   +1 34 20.9
 FX2665;SPC NC       -   962,615.40  2,802,144.45   sFT  1.00006124   +1 34 20.9
 FX2665;UTM  18      - 4,025,137.179   385,565.156   MT  0.99976134   -0 45 23.0
 FX2665
 FX2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2665!SPC NC       -   1.00000531  x   1.00006124  =   1.00006655
 FX2665!UTM  18      -   1.00000531  x   0.99976134  =   0.99976664
 FX2665
 FX2665                          SUPERSEDED SURVEY CONTROL
 FX2665
 FX2665  NAD 83(1993)-  36 21 52.33144(N)    076 16 32.03403(W) AD(       ) 2
 FX2665  NAD 83(1986)-  36 21 52.33510(N)    076 16 32.05338(W) AD(       ) 2
 FX2665  NGVD 29 (11/01/90)    3.71   (m)           12.2    (f) LEVELING    3  
 FX2665
 FX2665.Superseded values are not recommended for survey control.
 FX2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2665.See file dsdata.txt to determine how the superseded data were derived.
 FX2665
 FX2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8556525137(NAD 83)
 FX2665_MARKER: DE = TRAVERSE STATION DISK
 FX2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2665_SP_SET: CONCRETE POST
 FX2665_STAMPING: BRICK ROAD 1978
 FX2665_MARK LOGO: NCGS  
 FX2665_PROJECTION: RECESSED 8 CENTIMETERS
 FX2665_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2665+STABILITY: SURFACE MOTION
 FX2665
 FX2665  HISTORY     - Date     Condition        Report By
 FX2665  HISTORY     - 1978     MONUMENTED       NCGS
 FX2665  HISTORY     - 1980     GOOD             NCGS
 FX2665
 FX2665                          STATION DESCRIPTION
 FX2665
 FX2665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2665'THE STATION IS LOCATED APPROXIMATELY 5.4 MILES NORTHWEST OF ELIZABETH
 FX2665'CITY AND 5.5 MILES SOUTHEAST OF MORGANS CORNER.
 FX2665'
 FX2665'TO REACH STATION FROM INTERSECTION OF US 17 BYPASS WITH US 158 IN
 FX2665'ELIZABETH CITY, PROCEED NORTHEAST ALONG US 17 BYPASS FOR 6.2 MILES TO
 FX2665'STATION ON RIGHT, APPROXIMATELY 400 FEET NORTHWEST OF SUNNY ACRE MOTEL
 FX2665'SIGN, ACROSS THE HIGHWAY FROM HASSELL RESIDENCE, AND 0.4 MILE
 FX2665'SOUTHEAST OF SR 1340.
 FX2665'
 FX2665'STATION MARK IS A STANDARD DISK STAMPED---BRICK ROAD 1978---SET IN
 FX2665'TOP OF A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE.
 FX2665'MARK IS 31.8 FEET NORTHEAST OF CENTERLINE OF US 17, 22.7 FEET SOUTH-
 FX2665'SOUTHWEST OF CENTERLINE OF OLD BRICK ROAD, 123.9 FEET EAST-SOUTHEAST
 FX2665'OF INTERSECTION OF PROJECTED CENTERLINE OF BRICK ROAD WITH EAST EDGE
 FX2665'OF US 17, 3.2 FEET NORTH-NORTHEAST OF SIGN POST WITH REFERENCE TAG,
 FX2665'3.5 FEET SOUTHWEST OF POWER POLE Q0541/JH77 WITH REFERENCE TAG AND
 FX2665'81.8 FEET NORTHWEST OF CENTERLINE PROLONGATION OF DRIVEWAY.
 FX2665
 FX2665                          STATION RECOVERY (1980)
 FX2665
 FX2665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2665'5.4 MI NW FROM ELIZABETH CITY.
 FX2665'6.2 MILES NORTHERLY ALONG U.S. 17 BYPASS FROM THE INTERSECTION WITH
 FX2665'U.S. 158 IN ELIZABETH CITY, ACROSS HIGHWAY FROM HASSELLS WHITE FRAME
 FX2665'HOUSE, APPROXIMATELY 400 FEET NORTHWEST OF SUNNY ACRE MOTEL SIGN AND
 FX2665'0.35 MILE SOUTHEAST OF SR 1340, 31.8 FEET NORTHEAST OF CENTERLINE
 FX2665'OF HIGHWAY, 22.7 FEET SOUTH-SOUTHWEST OF CENTERLINE OF OLD BRICK
 FX2665'POST ROAD, 123.9 FEET EAST-SOUTHEAST OF CENTERLINE INTERSECTION OF
 FX2665'POST ROAD WITH EAST EDGE OF HIGHWAY, 81.8 FEET NORTHWEST OF CENTERLINE
 FX2665'PROLONGATION OF DRIVE TO HASSELLS HOUSE, 3.5 FEET SOUTHWEST OF POWER
 FX2665'POLE (Q0541/JH77) WITH REFERENCE TAG AND 3.2 FEET NORTH-NORTHEAST OF
 FX2665'SIGN POST WITH REFERENCE TAG.
 FX2665'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3992 ***********************************************************************
 EY3992  DESIGNATION -  BRICK SILO
 EY3992  PID         -  EY3992
 EY3992  STATE/COUNTY-  NC/BEAUFORT
 EY3992  USGS QUAD   -  BELHAVEN (1974)
 EY3992
 EY3992                         *CURRENT SURVEY CONTROL
 EY3992  ___________________________________________________________________
 EY3992* NAD 83(2001)-  35 32 02.21014(N)    076 32 36.02850(W)     ADJUSTED  
 EY3992* NAVD 88     -              **(meters)            **(feet)            
 EY3992  ___________________________________________________________________
 EY3992  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 EY3992  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 EY3992  HORZ ORDER  -  THIRD
 EY3992
 EY3992.The horizontal coordinates were established by classical geodetic methods
 EY3992.and adjusted by the National Geodetic Survey in August 2005.
 EY3992
 EY3992
 EY3992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3992
 EY3992.The geoid height was determined by GEOID03.
 EY3992
 EY3992;                    North         East     Units Scale Factor Converg.
 EY3992;SPC NC       -   200,650.684   832,350.124   MT  0.99988468   +1 25 04.5
 EY3992;SPC NC       -   658,301.45  2,730,802.03   sFT  0.99988468   +1 25 04.5
 EY3992;UTM  18      - 3,933,353.759   360,082.976   MT  0.99984125   -0 53 49.6
 EY3992
 EY3992                          SUPERSEDED SURVEY CONTROL
 EY3992
 EY3992  NAD 83(1986)-  35 32 02.21902(N)    076 32 36.04040(W) AD(       ) 4
 EY3992  NAD 27      -  35 32 01.62100(N)    076 32 37.30100(W) AD(       ) 3
 EY3992
 EY3992.Superseded values are not recommended for survey control.
 EY3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3992.See file dsdata.txt to determine how the superseded data were derived.
 EY3992
 EY3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6008333354(NAD 83)
 EY3992_MARKER: 64 = SILO
 EY3992
 EY3992  HISTORY     - Date     Condition        Report By
 EY3992  HISTORY     - 1934     FIRST OBSERVED   CGS
 EY3992  HISTORY     - 1949     GOOD             CGS
 EY3992  HISTORY     - 1985     GOOD             USPSQD
 EY3992
 EY3992                          STATION DESCRIPTION
 EY3992
 EY3992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3992'RED, BRICK SILO ON THE N SIDE OF THE PUNGO RIVER, 4-1/2 MILES
 EY3992'E OF BELHAVEN, 1/2 MILE W OF UPPER DOWRY CREEK, 1/4 MILE FROM
 EY3992'SHORE LINE.
 EY3992
 EY3992                          STATION RECOVERY (1949)
 EY3992
 EY3992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3992'RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 EY3992'ADEQUATE.  THIS IS THE ONLY BRICK SILO IN THE VICINITY.
 EY3992
 EY3992                          STATION RECOVERY (1985)
 EY3992
 EY3992'RECOVERY NOTE BY US POWER SQUADRON 1985 (LEW)
 EY3992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2785 ***********************************************************************
 EZ2785  DESIGNATION -  BRICK WALK
 EZ2785  PID         -  EZ2785
 EZ2785  STATE/COUNTY-  NC/ORANGE
 EZ2785  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2785
 EZ2785                         *CURRENT SURVEY CONTROL
 EZ2785  ___________________________________________________________________
 EZ2785* NAD 83(2001)-  35 54 40.23666(N)    079 03 16.22303(W)     ADJUSTED  
 EZ2785* NAVD 88     -       149.745  (meters)     491.29   (feet)  ADJUSTED  
 EZ2785  ___________________________________________________________________
 EZ2785  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 EZ2785  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EZ2785  DYNAMIC HT  -         149.622 (meters)     490.88  (feet)  COMP
 EZ2785  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 EZ2785
 EZ2785  HORZ ORDER  -  SECOND
 EZ2785  VERT ORDER  -  SECOND    CLASS II
 EZ2785
 EZ2785.The horizontal coordinates were established by classical geodetic methods
 EZ2785.and adjusted by the National Geodetic Survey in August 2005.
 EZ2785
 EZ2785.The orthometric height was determined by differential leveling
 EZ2785.and adjusted in June 1991.
 EZ2785
 EZ2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2785
 EZ2785.The geoid height was determined by GEOID03.
 EZ2785
 EZ2785.The dynamic height is computed by dividing the NAVD 88
 EZ2785.geopotential number by the normal gravity value computed on the
 EZ2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2785.degrees latitude (g = 980.6199 gals.).
 EZ2785
 EZ2785.The modeled gravity was interpolated from observed gravity values.
 EZ2785
 EZ2785;                    North         East     Units Scale Factor Converg.
 EZ2785;SPC NC       -   239,746.922   604,681.519   MT  0.99993870   -0 01 53.3
 EZ2785;SPC NC       -   786,569.69  1,983,859.28   sFT  0.99993870   -0 01 53.3
 EZ2785;UTM  17      - 3,975,845.239   675,549.745   MT  0.99997975   +1 08 29.0
 EZ2785
 EZ2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2785!SPC NC       -   0.99998137  x   0.99993870  =   0.99992007
 EZ2785!UTM  17      -   0.99998137  x   0.99997975  =   0.99996112
 EZ2785
 EZ2785                          SUPERSEDED SURVEY CONTROL
 EZ2785
 EZ2785  NAD 83(1986)-  35 54 40.23959(N)    079 03 16.23162(W) AD(       ) 2
 EZ2785  NGVD 29 (03/05/92)  149.983  (m)          492.07   (f) ADJUSTED    2 2
 EZ2785
 EZ2785.Superseded values are not recommended for survey control.
 EZ2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2785.See file dsdata.txt to determine how the superseded data were derived.
 EZ2785
 EZ2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7555075845(NAD 83)
 EZ2785_MARKER: DE = TRAVERSE STATION DISK
 EZ2785_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ2785_SP_SET: IN CURB
 EZ2785_STAMPING: BRICK WALK 1981
 EZ2785_MARK LOGO: NCGS  
 EZ2785_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2785+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 EZ2785
 EZ2785  HISTORY     - Date     Condition        Report By
 EZ2785  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2785  HISTORY     - 1981     GOOD             NCGS
 EZ2785  HISTORY     - 1990     GOOD             USPSQD
 EZ2785  HISTORY     - 19910526 GOOD             USPSQD
 EZ2785  HISTORY     - 20040421 GOOD             USPSQD
 EZ2785  HISTORY     - 20051112 GOOD             USPSQD
 EZ2785
 EZ2785                          STATION DESCRIPTION
 EZ2785
 EZ2785'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EZ2785'STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF NORTH
 EZ2785'CAROLINA IN CHAPEL HILL.
 EZ2785'
 EZ2785'MARK IS ALONG SOUTH COLUMBIA STREET, AT ABERNETHY HALL, IN THE EAST
 EZ2785'CONCRETE CURB OF A LOADING ZONE.
 EZ2785'
 EZ2785'THE STATION IS A STANDARD NCGS DISK
 EZ2785'STAMPED---BRICK WALK 1981---,
 EZ2785'SET INTO A DRILLED HOLE. LOCATED
 EZ2785'M
 EZ2785'10.8 METERS (35.2 FT) EAST-NORTHEAST FROM THE CENTERLINE OF STREET,
 EZ2785'5.4 METERS (17.5 FT) SOUTHWEST FROM THE CENTER OF NORTH STONE
 EZ2785'PILLOW,
 EZ2785'22.9 METERS (75.1 FT) SOUTH-SOUTHWEST FROM A METAL LAMP POST IN
 EZ2785'FRONT OF ABERNETHY HALL AND
 EZ2785'37.5 METERS (123.0 FT) NORTH-NORTHWEST FROM THE SUPPORT POLE FOR
 EZ2785'TRAFFIC LIGHTS WITH REFERENCE TAG.
 EZ2785'
 EZ2785'MARK IS LEVEL WITH STREET.
 EZ2785
 EZ2785                          STATION RECOVERY (1981)
 EZ2785
 EZ2785'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2785'IN CHAPEL HILL.
 EZ2785'ON THE CAMPUS OF THE UNIVERSITY OF NORTH CAROLINA, IN THE EAST
 EZ2785'CURB OF A LOADING ZONE AT ABERNETHY HALL ON SOUTH COLUMBIA STREET,
 EZ2785'35.2 FEET EAST-NORTHEAST OF CENTERLINE OF SOUTH COLUMBIA STREET,
 EZ2785'17.5 FEET SOUTHWEST OF CENTER OF NORTH STONE PILLOW, 75.1 FEET
 EZ2785'SOUTH-SOUTHWEST OF METAL LAMP POST IN FRONT OF ABERNETHY HALL AND
 EZ2785'123.0 FEET NORTH-NORTHWEST OF SUPPORT POLE FOR TRAFFIC LIGHTS WITH
 EZ2785'REFERENCE TAG.
 EZ2785'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2785
 EZ2785                          STATION RECOVERY (1990)
 EZ2785
 EZ2785'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 EZ2785'RECOVERED IN GOOD CONDITION.
 EZ2785
 EZ2785                          STATION RECOVERY (1991)
 EZ2785
 EZ2785'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ2785'RECOVERED IN GOOD CONDITION.
 EZ2785
 EZ2785                          STATION RECOVERY (2004)
 EZ2785
 EZ2785'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ2785'RECOVERED IN GOOD CONDITION.
 EZ2785
 EZ2785                          STATION RECOVERY (2005)
 EZ2785
 EZ2785'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ2785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3591 ***********************************************************************
 FX3591  DESIGNATION -  BRICKHOUSE POINT
 FX3591  PID         -  FX3591
 FX3591  STATE/COUNTY-  NC/PASQUOTANK
 FX3591  USGS QUAD   -  ELIZABETH CITY (1982)
 FX3591
 FX3591                         *CURRENT SURVEY CONTROL
 FX3591  ___________________________________________________________________
 FX3591* NAD 83(2001)-  36 15 49.06722(N)    076 09 06.36265(W)     ADJUSTED  
 FX3591* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3591  ___________________________________________________________________
 FX3591  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 FX3591  GEOID HEIGHT-         -37.83  (meters)                     GEOID03
 FX3591  HORZ ORDER  -  THIRD
 FX3591
 FX3591.The horizontal coordinates were established by classical geodetic methods
 FX3591.and adjusted by the National Geodetic Survey in August 2005.
 FX3591
 FX3591.The orthometric height was scaled from a topographic map.
 FX3591
 FX3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3591
 FX3591.The geoid height was determined by GEOID03.
 FX3591
 FX3591;                    North         East     Units Scale Factor Converg.
 FX3591;SPC NC       -   282,524.876   865,523.102   MT  1.00002850   +1 38 38.1
 FX3591;SPC NC       -   926,917.03  2,839,637.04   sFT  1.00002850   +1 38 38.1
 FX3591;UTM  18      - 4,013,804.644   396,538.428   MT  0.99973189   -0 40 52.8
 FX3591
 FX3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3591!SPC NC       -   1.00000598  x   1.00002850  =   1.00003448
 FX3591!UTM  18      -   1.00000598  x   0.99973189  =   0.99973787
 FX3591
 FX3591:                Primary Azimuth Mark                     Grid Az
 FX3591:SPC NC       -  ROY CAGING ON TREE                       069 03 11.1
 FX3591:UTM  18      -  ROY CAGING ON TREE                       071 22 42.0
 FX3591
 FX3591|---------------------------------------------------------------------|
 FX3591| PID    Reference Object                     Distance      Geod. Az  |
 FX3591|                                                           dddmmss.s |
 FX3591| FX3585 ROY CAGING ON TREE                  APPROX. 3.6 KM 0704149.2 |
 FX3591| FX3580 BOT CENTER OF WHARF HOUSE           APPROX. 3.9 KM 0822944.1 |
 FX3591| FX3579 ART CAGING ON TREE                  APPROX. 4.3 KM 0904350.8 |
 FX3591| FX4593 BRICKHOUSE POINT RM 1                 9.580 METERS 19342     |
 FX3591| FX4594 BRICKHOUSE POINT RM 2                28.140 METERS 22036     |
 FX3591| FX4595 BRICKHOUSE POINT RM 3                10.090 METERS 24944     |
 FX3591| FX3622 WORTH                               APPROX. 2.9 KM 2941756.5 |
 FX3591|---------------------------------------------------------------------|
 FX3591
 FX3591                          SUPERSEDED SURVEY CONTROL
 FX3591
 FX3591  NAD 83(1993)-  36 15 49.07718(N)    076 09 06.37316(W) AD(       ) 3
 FX3591  NAD 83(1986)-  36 15 49.08663(N)    076 09 06.38646(W) AD(       ) 3
 FX3591  NAD 27      -  36 15 48.52600(N)    076 09 07.64700(W) AD(       ) 3
 FX3591
 FX3591.Superseded values are not recommended for survey control.
 FX3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3591.See file dsdata.txt to determine how the superseded data were derived.
 FX3591
 FX3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9653813805(NAD 83)
 FX3591_MARKER: DS = TRIANGULATION STATION DISK
 FX3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3591
 FX3591  HISTORY     - Date     Condition        Report By
 FX3591  HISTORY     - 1916     MONUMENTED       CGS
 FX3591  HISTORY     - 1931     MARK NOT FOUND   CGS
 FX3591
 FX3591                          STATION DESCRIPTION
 FX3591
 FX3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (OWF)
 FX3591'ON THE W SIDE OF PASQUOTANK RIVER, ABOUT 4-1/2 MILES BELOW
 FX3591'ELIZABETH CITY, ON A LOW SAND POINT CALLED BRICKHOUSE POINT, ABOUT
 FX3591'1 FOOT ABOVE MEAN TIDE, 3 YARDS FROM HIGH-WATER LINE.  THE
 FX3591'UNDERGROUND MARK IS A GLASS BOTTLE FILLED WITH SAND AND SET IN
 FX3591'CONCRETE SO THAT THE NECK PROJECTS ABOVE THE CONCRETE AND IS ABOUT
 FX3591'4 INCHES BELOW THE BASE OF THE SURFACE MARK.  THE SURFACE AND
 FX3591'REFERENCE MARKS ARE STANDARD BRONZE TABLETS SET IN CONCRETE, AS
 FX3591'DESCRIBED IN NOTES 1A AND 11A.  THE WITNESS MARKS ARE TWO TREES
 FX3591'MARKED BY A TRIANGULAR BLAZE WITH A NAIL AT THE CENTER AND EACH
 FX3591'APEX OF THE TRIANGLE, AS DESCRIBED IN NOTE 15A.  DISTANCES AND
 FX3591'BEARINGS FROM THE STATION ARE AS FOLLOWS--TO THE REFERENCE MARK,
 FX3591'28.142 METERS (92.33 FEET), S 40 DEG 36 MIN W.  TO WITNESS MARK
 FX3591'NO.1 A 10-INCH CYPRESS TREE, 9.580 METERS (31.43 FEET), S 13 DEG
 FX3591'42 MIN W.  TO WITNESS MARK NO.2 AN IRON RING IN A CYPRESS TREE,
 FX3591'10.086 METERS (33.09 FEET) S 69 DEG 44 MIN W.
 FX3591
 FX3591                          STATION RECOVERY (1931)
 FX3591
 FX3591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3591'THE STATION WAS REPORTED AS BEING RECOVERED BY L.G. SIMMONS,
 FX3591'RECONNAISSANCE ENGINEER, BUT WHEN THE BUILDING PARTY WENT TO THE
 FX3591'SITE OF THE STATION AS DESCRIBED BY MR. SIMMONS THEY WERE UNABLE
 FX3591'TO FIND THE MARK.  FURTHER INVESTIGATION BY SIGNALMAN BRADEN AND
 FX3591'C.D. MEANEY, CHIEF OF PARTY, FAILED TO REVEAL THE WHEREABOUTS OF
 FX3591'THE STATION.
 FX3591'
 FX3591'ACCORDING TO THE BUILDING PARTY THE MARK RECOVERED BY MR. SIMMONS
 FX3591'WAS REFERENCE MARK 1916.
 FX3591'
 FX3591'A NEW REFERENCE MARK SET IN THE TOP OF A CONCRETE POST, AS
 FX3591'DESCRIBED IN NOTE 11A WAS ESTABLISHED IN THE SAME POSITION AS
 FX3591'REFERENCE MARK 1916 AND STAMPED R.M. 2 BRICKHOUSE PT. 2 1931.  A
 FX3591'NEW TRIANGULATION STATION WAS ESTABLISHED AND TIED TO REFERENCE
 FX3591'MARK 1916 AND THE IRON BOLT IN CYPRESS TREE (1916) WITH DIRECTIONS
 FX3591'AND DISTANCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3592 ***********************************************************************
 FX3592  DESIGNATION -  BRICKHOUSE POINT 2
 FX3592  PID         -  FX3592
 FX3592  STATE/COUNTY-  NC/PASQUOTANK
 FX3592  USGS QUAD   -  ELIZABETH CITY (1982)
 FX3592
 FX3592                         *CURRENT SURVEY CONTROL
 FX3592  ___________________________________________________________________
 FX3592* NAD 83(2001)-  36 15 48.21324(N)    076 09 06.92151(W)     ADJUSTED  
 FX3592* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3592  ___________________________________________________________________
 FX3592  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 FX3592  GEOID HEIGHT-         -37.83  (meters)                     GEOID03
 FX3592  HORZ ORDER  -  SECOND
 FX3592
 FX3592.The horizontal coordinates were established by classical geodetic methods
 FX3592.and adjusted by the National Geodetic Survey in August 2005.
 FX3592
 FX3592.The orthometric height was scaled from a topographic map.
 FX3592
 FX3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3592
 FX3592.The geoid height was determined by GEOID03.
 FX3592
 FX3592;                    North         East     Units Scale Factor Converg.
 FX3592;SPC NC       -   282,498.163   865,509.913   MT  1.00002843   +1 38 37.8
 FX3592;SPC NC       -   926,829.39  2,839,593.77   sFT  1.00002843   +1 38 37.8
 FX3592;UTM  18      - 4,013,778.497   396,524.170   MT  0.99973192   -0 40 53.1
 FX3592
 FX3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3592!SPC NC       -   1.00000598  x   1.00002843  =   1.00003441
 FX3592!UTM  18      -   1.00000598  x   0.99973192  =   0.99973790
 FX3592
 FX3592:                Primary Azimuth Mark                     Grid Az
 FX3592:SPC NC       -  CAMDEN                                   052 30 06.6
 FX3592:UTM  18      -  CAMDEN                                   054 49 37.5
 FX3592
 FX3592|---------------------------------------------------------------------|
 FX3592| PID    Reference Object                     Distance      Geod. Az  |
 FX3592|                                                           dddmmss.s |
 FX3592| FX3581 CAMDEN                              APPROX. 3.4 KM 0540844.4 |
 FX3592| FX4596 BRICKHOUSE POINT 2 RM 1              22.085 METERS 20914     |
 FX3592| FX3605 ELIZABETH CTY MUNICIPAL TANK        APPROX. 7.5 KM 3034949.1 |
 FX3592| FX3624 COBB POINT LIGHT                    APPROX. 4.3 KM 3101721.8 |
 FX3592| FX4597 BRICKHOUSE POINT 2 RM 2               6.715 METERS 31600     |
 FX3592|---------------------------------------------------------------------|
 FX3592
 FX3592                          SUPERSEDED SURVEY CONTROL
 FX3592
 FX3592  NAD 83(1993)-  36 15 48.22415(N)    076 09 06.93146(W) AD(       ) 2
 FX3592  NAD 83(1986)-  36 15 48.23119(N)    076 09 06.94096(W) AD(       ) 2
 FX3592  NAD 27      -  36 15 47.66600(N)    076 09 08.18900(W) AD(       ) 2
 FX3592
 FX3592.Superseded values are not recommended for survey control.
 FX3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3592.See file dsdata.txt to determine how the superseded data were derived.
 FX3592
 FX3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9652413778(NAD 83)
 FX3592_MARKER: DS = TRIANGULATION STATION DISK
 FX3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3592
 FX3592  HISTORY     - Date     Condition        Report By
 FX3592  HISTORY     - 1931     MONUMENTED       CGS
 FX3592  HISTORY     - 1937     GOOD             CGS
 FX3592  HISTORY     - 1949     MARK NOT FOUND   CGS
 FX3592  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3592
 FX3592                          STATION DESCRIPTION
 FX3592
 FX3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3592'ABOUT 4-1/2 MILES BELOW ELIZABETH CITY, ON SW SHORE OF PASQUOTANK
 FX3592'RIVER, ON POINT OF LAND KNOWN AS BRICKHOUSE POINT.  TO REACH FROM
 FX3592'ELIZABETH CITY, FOLLOW ROAD STREET S 0.6 MILE FROM MAIN STREET,
 FX3592'TURN LEFT, AT CEMETERY ENTRANCE FOLLOW BRICK ROAD 3.6 MILES TO
 FX3592'DIRT ROAD ON LEFT, TURN LEFT, PROCEED 1.7 MILES DOWN TO RIVER,
 FX3592'AROUND TO RIGHT, TURN LEFT ONTO T-ROAD AT SMALL GROVE OF TALL
 FX3592'PINES, FOLLOW THIS ROAD ABOUT 200 YARDS, TURN LEFT INTO LANE
 FX3592'LEADING TO B.F. BARYS HOUSE, AND TAKE ROAD BEHIND BARN ABOUT
 FX3592'ONE-HALF MILE TO RIVER. STATION SITE IS ABOUT 200 YARDS DOWN
 FX3592'RIVER, SE OF THIS POINT, AND ON FIRST POINT WITH CYPRESS TREES.
 FX3592'SURFACE AND UNDERGROUND MA STANDARD DISKS STATION MARKS IN
 FX3592'CONCRETE, AS DESCRIBED. REFERENCE MARKS ARE STANDARD REFERENCE
 FX3592'DISKS IN CONCRETE, AS DESCRIBED IN NOTE 11A. NO. 1 IS 22.085
 FX3592'METERS (72.46 FEET) FROM STATION IN BEARING S 29 DEG 14 MIN W. NO.
 FX3592'2 IS 6.715 METERS (22.0 FEET) FROM STATION IN BEARING N 44 DEG 0
 FX3592'MIN W. THIS MARK IS IN SA POSITION AS 1916 REFERENCE MARK. THREE
 FX3592'WITNESS MARKS WERE ESTABLISHED ON CYPRESS TREES.  NO. 1 IS BLAZE
 FX3592'6.19 METERS (20.3 FEET) FROM STATION IN BEARING N 86 DEG 2 MIN E.
 FX3592'NO. 2 IS BLAZE 8.07 METERS (26.5 FEET) FROM STATION IN BEARING N
 FX3592'72 DEG 25 MIN W. NO. 3 IS RING IN TREE 23.3 METERS (76 FEET) FROM
 FX3592'STATION IN BEARING N 10 DEG 47 MIN E.
 FX3592
 FX3592                          STATION RECOVERY (1937)
 FX3592
 FX3592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (SBG)
 FX3592'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2
 FX3592'HAD WASHED OUT AND WAS LYING ON THE BEACH.
 FX3592
 FX3592                          STATION RECOVERY (1949)
 FX3592
 FX3592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RGH)
 FX3592'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT
 FX3592'RECOVERED. IT APPEARS THAT THE POINT ON THE EDGE OF THE RIVER
 FX3592'WHERE THIS MARK WAS LOCATED HAS ERODED AWAY FROM FLOODS AND IS
 FX3592'THEREFORE CONSIDERED LOST.
 FX3592
 FX3592                          STATION RECOVERY (1963)
 FX3592
 FX3592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3592'STATION SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3022 ***********************************************************************
 EA3022  DESIGNATION -  BRICKS
 EA3022  PID         -  EA3022
 EA3022  STATE/COUNTY-  NC/DUPLIN
 EA3022  USGS QUAD   -  CHARITY (1981)
 EA3022
 EA3022                         *CURRENT SURVEY CONTROL
 EA3022  ___________________________________________________________________
 EA3022* NAD 83(2001)-  34 46 01.22103(N)    077 55 49.07045(W)     ADJUSTED  
 EA3022* NAVD 88     -        15.7    (meters)      52.     (feet)  VERTCON   
 EA3022  ___________________________________________________________________
 EA3022  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EA3022  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EA3022  HORZ ORDER  -  SECOND
 EA3022
 EA3022.The horizontal coordinates were established by classical geodetic methods
 EA3022.and adjusted by the National Geodetic Survey in August 2005.
 EA3022
 EA3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3022
 EA3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3022
 EA3022.The geoid height was determined by GEOID03.
 EA3022
 EA3022;                    North         East     Units Scale Factor Converg.
 EA3022;SPC NC       -   113,344.935   707,517.518   MT  0.99990815   +0 37 02.6
 EA3022;SPC NC       -   371,865.84  2,321,247.06   sFT  0.99990815   +0 37 02.6
 EA3022;UTM  18      - 3,851,118.185   231,808.576   MT  1.00048661   -1 40 19.1
 EA3022;UTM  17      - 3,851,499.614   780,954.504   MT  1.00057302   +1 45 05.8
 EA3022
 EA3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3022!SPC NC       -   1.00000322  x   0.99990815  =   0.99991137
 EA3022!UTM  18      -   1.00000322  x   1.00048661  =   1.00048983
 EA3022!UTM  17      -   1.00000322  x   1.00057302  =   1.00057624
 EA3022
 EA3022:                Primary Azimuth Mark                     Grid Az
 EA3022:SPC NC       -  DALE                                     230 55 27.7
 EA3022:UTM  18      -  DALE                                     233 12 49.4
 EA3022:UTM  17      -  DALE                                     229 47 24.5
 EA3022
 EA3022|---------------------------------------------------------------------|
 EA3022| PID    Reference Object                     Distance      Geod. Az  |
 EA3022|                                                           dddmmss.s |
 EA3022| EA3023 DALE                                APPROX. 0.5 KM 2313230.3 |
 EA3022|---------------------------------------------------------------------|
 EA3022
 EA3022                          SUPERSEDED SURVEY CONTROL
 EA3022
 EA3022  NAD 83(1986)-  34 46 01.22934(N)    077 55 49.08016(W) AD(       ) 2
 EA3022  NAD 27      -  34 46 00.62548(N)    077 55 50.14492(W) AD(       ) 2
 EA3022  NGVD 29 (07/19/86)   16.0    (m)           52.     (f) VERT ANG    3  
 EA3022
 EA3022.Superseded values are not recommended for survey control.
 EA3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3022.See file dsdata.txt to determine how the superseded data were derived.
 EA3022
 EA3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3180951118(NAD 83)
 EA3022_MARKER: DE = TRAVERSE STATION DISK
 EA3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3022_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3022+STABILITY: SURFACE MOTION
 EA3022
 EA3022  HISTORY     - Date     Condition        Report By
 EA3022  HISTORY     - 1976     MONUMENTED       NCGS
 EA3022
 EA3022                          STATION DESCRIPTION
 EA3022
 EA3022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3022'THE STATION IS LOCATED APPROXIMATELY 4.1 MILES EAST-NORTHEAST OF
 EA3022'WALLACE AND 8.1 MILES SOUTHWEST OF CHINQUAPIN.
 EA3022'
 EA3022'TO REACH STATION FROM THE INTERSECTION OF NC 11 WITH NC 41 IN TIN
 EA3022'CITY, PROCEED NORTHEAST ALONG NC 41 FOR 3.4 MILES TO STATION ON LEFT
 EA3022'IN SHOULDER, AT WEST DRIVE TO JAMES KELLEYS ONE STORY BRICK RESIDENCE,
 EA3022'AND 0.35 MILE EAST OF T INTERSECTION WITH SR 1945 (N).
 EA3022'
 EA3022'STATION MARK IS A STANDARD DISK STAMPED---BRICKS 1976---, SET IN THE
 EA3022'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EA3022'MARK IS 20.5 FEET NORTHWEST OF THE CENTERLINE OF NC 41, 8.2 FEET
 EA3022'SOUTHWEST OF THE CENTERLINE OF WEST DRIVE LEADING TO KELLEY RESIDENCE,
 EA3022'1.8 FEET EAST OF SOUTH END OF WEST BRICK HEADWALL OF DRIVE TO HOUSE.
 EA3022'25.5 FEET EAST OF CORNER 4 BY 4 FENCE POST WITH REFERENCE TAG, 18.9
 EA3022'FEET SOUTHEAST OF POWER POLE NO. 22407 WITH REFERENCE TAG AND 18.0
 EA3022'FEET SOUTHWEST OF SOUTH END OF EAST BRICK HEADWALL OF DRIVE TO
 EA3022'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0752 ***********************************************************************
 FA0752  DESIGNATION -  BRIDGE
 FA0752  PID         -  FA0752
 FA0752  STATE/COUNTY-  NC/CATAWBA
 FA0752  USGS QUAD   -  HICKORY (1993)
 FA0752
 FA0752                         *CURRENT SURVEY CONTROL
 FA0752  ___________________________________________________________________
 FA0752* NAD 83(2001)-  35 43 51.51864(N)    081 21 52.78103(W)     ADJUSTED  
 FA0752* NAVD 88     -       341.800  (meters)    1121.39   (feet)  ADJUSTED  
 FA0752  ___________________________________________________________________
 FA0752  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FA0752  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA0752  DYNAMIC HT  -         341.475 (meters)    1120.32  (feet)  COMP
 FA0752  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 FA0752
 FA0752  HORZ ORDER  -  SECOND
 FA0752  VERT ORDER  -  FIRST     CLASS I
 FA0752
 FA0752.The horizontal coordinates were established by classical geodetic methods
 FA0752.and adjusted by the National Geodetic Survey in August 2005.
 FA0752
 FA0752.The orthometric height was determined by differential leveling
 FA0752.and adjusted in June 1991.
 FA0752
 FA0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0752
 FA0752.The geoid height was determined by GEOID03.
 FA0752
 FA0752.The dynamic height is computed by dividing the NAVD 88
 FA0752.geopotential number by the normal gravity value computed on the
 FA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0752.degrees latitude (g = 980.6199 gals.).
 FA0752
 FA0752.The modeled gravity was interpolated from observed gravity values.
 FA0752
 FA0752;                    North         East     Units Scale Factor Converg.
 FA0752;SPC NC       -   222,300.552   395,712.878   MT  0.99990748   -1 21 53.3
 FA0752;SPC NC       -   729,331.06  1,298,268.00   sFT  0.99990748   -1 21 53.3
 FA0752;UTM  17      - 3,954,171.870   467,022.602   MT  0.99961340   -0 12 46.6
 FA0752
 FA0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0752!SPC NC       -   0.99995141  x   0.99990748  =   0.99985889
 FA0752!UTM  17      -   0.99995141  x   0.99961340  =   0.99956483
 FA0752
 FA0752|---------------------------------------------------------------------|
 FA0752| PID    Reference Object                     Distance      Geod. Az  |
 FA0752|                                                           dddmmss.s |
 FA0752| FA2955 DOWEL                               390.265 METERS 26532     |
 FA0752| FA2952 CEMETERY                            APPROX. 1.5 KM 3481404.8 |
 FA0752|---------------------------------------------------------------------|
 FA0752
 FA0752                          SUPERSEDED SURVEY CONTROL
 FA0752
 FA0752  NAD 83(1986)-  35 43 51.52626(N)    081 21 52.78028(W) AD(       ) 2
 FA0752  NAD 27      -  35 43 51.04241(N)    081 21 53.46680(W) AD(       ) 2
 FA0752  NGVD 29 (??/??/92)  341.974  (m)         1121.96   (f) ADJ UNCH    1 1
 FA0752
 FA0752.Superseded values are not recommended for survey control.
 FA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0752.See file dsdata.txt to determine how the superseded data were derived.
 FA0752
 FA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6702354172(NAD 83)
 FA0752_MARKER: DD = SURVEY DISK
 FA0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0752_SP_SET: WALKWAY
 FA0752_STAMPING: BRIDGE 1967
 FA0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0752+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FA0752
 FA0752  HISTORY     - Date     Condition        Report By
 FA0752  HISTORY     - 1967     MONUMENTED       NCGS
 FA0752  HISTORY     - 1967     GOOD             NGS
 FA0752  HISTORY     - 1973     GOOD             NGS
 FA0752  HISTORY     - 1976     GOOD             NCDOT
 FA0752  HISTORY     - 19950715 GOOD             USPSQD
 FA0752  HISTORY     - 20020322 GOOD             USPSQD
 FA0752  HISTORY     - 20040816 GOOD             USPSQD
 FA0752  HISTORY     - 20051029 GOOD             USPSQD
 FA0752
 FA0752                          STATION DESCRIPTION
 FA0752
 FA0752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA0752'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0752'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA0752'
 FA0752'BRIDGE IS LOCATED APPROXIMATELY 1.5 MILES WEST OF THE CENTER
 FA0752'OF HICKORY.  STATION IS AT THE INTERSECTION OF SOUTHERN RR
 FA0752'WITH U.S. 321, ON SOUTH SIDE OF BRIDGE OVER S. BOUND LANE OF
 FA0752'U.S. 321, AND IN CONCRETE BRIDGE ABUTMENT.
 FA0752'
 FA0752'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0752'BRIDGE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0752'WHICH IS FLUSH WITH THE CONCRETE BRIDGE.
 FA0752'
 FA0752'MARK IS
 FA0752'
 FA0752'5.2 FT SSE OF S RAIL OF SOUTHERN RR
 FA0752'
 FA0752'2.4 FT SSE OF N EDGE OF S CONCRETE BRIDGE CURB
 FA0752'
 FA0752'2.3 FT NNW OF S EDGE OF CONCRETE BRIDGE
 FA0752'
 FA0752'66.9 FT ENE OF SW BRIDGE ABUTMENT
 FA0752'
 FA0752'102.5 FT WNW OF SE BRIDGE ABUTMENT
 FA0752
 FA0752                          STATION RECOVERY (1967)
 FA0752
 FA0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FA0752'1.2 MI W FROM HICKORY.
 FA0752'ABOUT 1.25 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0752'FROM THE STATION AT HICKORY, AT A RAILROAD OVERPASS FOR U.S.
 FA0752'HIGHWAY 321, 5 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 FA0752'SET IN THE CENTER OF THE TOP OF THE CONCRETE WALKWAY OF THE
 FA0752'OVERPASS, 61 FEET EAST OF THE WEST END OF THE OVERPASS, 1.7
 FA0752'FEET NORTH OF A PIPE RAILING ON THE OVERPASS, AND ABOUT LEVEL
 FA0752'WITH THE TRACK.
 FA0752
 FA0752                          STATION RECOVERY (1973)
 FA0752
 FA0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 FA0752'RECOVERED AS DESCRIBED.
 FA0752'
 FA0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA0752'1.5 MILES W OF HICKORY.
 FA0752
 FA0752                          STATION RECOVERY (1976)
 FA0752
 FA0752'RECOVERY NOTE BY 
NC DOT 1976
 FA0752'RECOVERED IN GOOD CONDITION.
 FA0752
 FA0752                          STATION RECOVERY (1995)
 FA0752
 FA0752'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA0752'RECOVERED IN GOOD CONDITION.
 FA0752
 FA0752                          STATION RECOVERY (2002)
 FA0752
 FA0752'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA0752'RECOVERED IN GOOD CONDITION.
 FA0752
 FA0752                          STATION RECOVERY (2004)
 FA0752
 FA0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA0752'RECOVERED IN GOOD CONDITION.
 FA0752
 FA0752                          STATION RECOVERY (2005)
 FA0752
 FA0752'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0727 ***********************************************************************
 EA0727  DESIGNATION -  BRIDGE
 EA0727  PID         -  EA0727
 EA0727  STATE/COUNTY-  NC/NEW HANOVER
 EA0727  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0727
 EA0727                         *CURRENT SURVEY CONTROL
 EA0727  ___________________________________________________________________
 EA0727* NAD 83(2001)-  34 14 42.74051(N)    077 52 15.50630(W)     ADJUSTED  
 EA0727* NAVD 88     -        18.604  (meters)      61.04   (feet)  ADJUSTED  
 EA0727  ___________________________________________________________________
 EA0727  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 EA0727  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 EA0727  DYNAMIC HT  -          18.585 (meters)      60.97  (feet)  COMP
 EA0727  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 EA0727
 EA0727  HORZ ORDER  -  SECOND
 EA0727  VERT ORDER  -  SECOND    CLASS 0
 EA0727
 EA0727.The horizontal coordinates were established by classical geodetic methods
 EA0727.and adjusted by the National Geodetic Survey in August 2005.
 EA0727
 EA0727.The orthometric height was determined by differential leveling
 EA0727.and adjusted in June 1991.
 EA0727
 EA0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0727
 EA0727.The geoid height was determined by GEOID03.
 EA0727
 EA0727.The dynamic height is computed by dividing the NAVD 88
 EA0727.geopotential number by the normal gravity value computed on the
 EA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0727.degrees latitude (g = 980.6199 gals.).
 EA0727
 EA0727.The modeled gravity was interpolated from observed gravity values.
 EA0727
 EA0727;                    North         East     Units Scale Factor Converg.
 EA0727;SPC NC       -    55,527.022   713,605.805   MT  1.00002557   +0 39 05.9
 EA0727;SPC NC       -   182,174.90  2,341,221.71   sFT  1.00002557   +0 39 05.9
 EA0727;UTM  18      - 3,793,074.089   235,595.123   MT  1.00046185   -1 36 59.5
 EA0727
 EA0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0727!SPC NC       -   1.00000288  x   1.00002557  =   1.00002845
 EA0727!UTM  18      -   1.00000288  x   1.00046185  =   1.00046473
 EA0727
 EA0727:                Primary Azimuth Mark                     Grid Az
 EA0727:SPC NC       -  WILBUR 2                                 176 36 28.1
 EA0727:UTM  18      -  WILBUR 2                                 178 52 33.5
 EA0727
 EA0727|---------------------------------------------------------------------|
 EA0727| PID    Reference Object                     Distance      Geod. Az  |
 EA0727|                                                           dddmmss.s |
 EA0727| EA2622 WILBUR 2                            APPROX. 0.6 KM 1771534.0 |
 EA0727| EA2623 BOON HUB                            227.405 METERS 34940     |
 EA0727|---------------------------------------------------------------------|
 EA0727
 EA0727                          SUPERSEDED SURVEY CONTROL
 EA0727
 EA0727  NAD 83(1986)-  34 14 42.75223(N)    077 52 15.51996(W) AD(       ) 2
 EA0727  NAD 27      -  34 14 42.13576(N)    077 52 16.57376(W) AD(       ) 2
 EA0727  NGVD 29 (??/??/92)   18.895  (m)           61.99   (f) ADJ UNCH    2 0
 EA0727
 EA0727.Superseded values are not recommended for survey control.
 EA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0727.See file dsdata.txt to determine how the superseded data were derived.
 EA0727
 EA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3559593074(NAD 83)
 EA0727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EA0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0727_STAMPING: BRIDGE 1963
 EA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0727+STABILITY: SURFACE MOTION
 EA0727
 EA0727  HISTORY     - Date     Condition        Report By
 EA0727  HISTORY     - 1963     MONUMENTED       NCGS
 EA0727  HISTORY     - 1963     GOOD             NGS
 EA0727  HISTORY     - 1973     GOOD             NCGS
 EA0727  HISTORY     - 1975     GOOD             NCDNR
 EA0727  HISTORY     - 1988     SEE DESCRIPTION  USPSQD
 EA0727
 EA0727                          STATION DESCRIPTION
 EA0727
 EA0727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0727'BRIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0727'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0727'
 EA0727'BRIDGE IS 4.50 MILES EAST OF THE CENTER OF WILMINGTON, ON THE
 EA0727'SOUTH SIDE OF U.S. 17, ON THE EAST SIDE OF SOUTH BOUND LANE OF
 EA0727'NC 132 AND 175 FT SOUTH OF THE SE CORNER OF BRIDGE ON NC 132
 EA0727'OVER U.S. 17.
 EA0727'
 EA0727'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA0727'BRIDGE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0727'WHICH IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA0727'
 EA0727'MARK IS
 EA0727'
 EA0727'26.50 FT E OF C/L OF NC 132,
 EA0727'
 EA0727'175.60 FT S OF TOP SE CORNER OF CONCRETE RAILING AT S END OF
 EA0727'BRIDGE OVER U.S. 17,
 EA0727'
 EA0727'177.85 FT SSE OF TOP SW CORNER OF CONCRETE RAILING AT S END
 EA0727'OF BRIDGE OVER U.S. 17,
 EA0727'
 EA0727'81.05 FT NE OF 3 LEAD NAILS IN EAST POST TO SIGN WRIGHTSVILLE
 EA0727'BEACH.
 EA0727'
 EA0727'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0727
 EA0727                          STATION RECOVERY (1963)
 EA0727
 EA0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0727'2.8 MI N FROM WINTER PARK.
 EA0727'2.75 MILES NORTH ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF
 EA0727'U.S. HIGHWAY 76 AT WINTER PARK, 176 FEET SOUTH OF THE SOUTHEAST
 EA0727'CORNER OF STATE HIGHWAY 132 OVERPASS OVER U.S. HIGHWAY 17, 27
 EA0727'FEET EAST OF THE CENTER LINE OF HIGHWAY 132, 2 1/2 FEET EAST OF
 EA0727'THE EAST EDGE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND
 EA0727'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  A NCGS
 EA0727'TRI-TRAV STA DISK.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 EA0727'ABOUT 5.0 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0727'THE UNION STATION AT WILMINGTON.
 EA0727
 EA0727                          STATION RECOVERY (1973)
 EA0727
 EA0727'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA0727'GOOD.  ADD--27.1 FT E OF C/L OF NC 132,
 EA0727'
 EA0727'49.7 FT N OF 4X4 SIGN POST WITH ALUMINUM REF. TAG,
 EA0727'
 EA0727'73.7 FT N OF CENTER OF DRAIN ON E SHOULDER.
 EA0727
 EA0727                          STATION RECOVERY (1975)
 EA0727
 EA0727'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ESL)
 EA0727'BRIDGE 1963 RECOVERED IN GOOD CONDITION.
 EA0727'
 EA0727'ADD. REFERENCES--49.8 FT N OF A HIGHWAY SIGN.
 EA0727
 EA0727                          STATION RECOVERY (1988)
 EA0727
 EA0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (HHB)
 EA0727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1125 ***********************************************************************
 EA1125  DESIGNATION -  BRIDGE
 EA1125  PID         -  EA1125
 EA1125  STATE/COUNTY-  NC/PENDER
 EA1125  USGS QUAD   -  MAPLE HILL (1981)
 EA1125
 EA1125                         *CURRENT SURVEY CONTROL
 EA1125  ___________________________________________________________________
 EA1125* NAD 83(2001)-  34 39 23.33327(N)    077 44 06.44591(W)     ADJUSTED  
 EA1125* NAVD 88     -         7.612  (meters)      24.97   (feet)  ADJUSTED  
 EA1125  ___________________________________________________________________
 EA1125  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EA1125  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 EA1125  DYNAMIC HT  -           7.604 (meters)      24.95  (feet)  COMP
 EA1125  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EA1125
 EA1125  HORZ ORDER  -  SECOND
 EA1125  VERT ORDER  -  SECOND    CLASS II
 EA1125
 EA1125.The horizontal coordinates were established by classical geodetic methods
 EA1125.and adjusted by the National Geodetic Survey in August 2005.
 EA1125
 EA1125.The orthometric height was determined by differential leveling
 EA1125.and adjusted in June 1991.
 EA1125
 EA1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1125
 EA1125.The geoid height was determined by GEOID03.
 EA1125
 EA1125.The dynamic height is computed by dividing the NAVD 88
 EA1125.geopotential number by the normal gravity value computed on the
 EA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1125.degrees latitude (g = 980.6199 gals.).
 EA1125
 EA1125.The modeled gravity was interpolated from observed gravity values.
 EA1125
 EA1125;                    North         East     Units Scale Factor Converg.
 EA1125;SPC NC       -   101,295.967   725,538.235   MT  0.99992618   +0 43 48.2
 EA1125;SPC NC       -   332,335.19  2,380,370.03   sFT  0.99992618   +0 43 48.2
 EA1125;UTM  18      - 3,838,352.925   249,342.953   MT  1.00037447   -1 33 22.1
 EA1125
 EA1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1125!SPC NC       -   1.00000458  x   0.99992618  =   0.99993076
 EA1125!UTM  18      -   1.00000458  x   1.00037447  =   1.00037905
 EA1125
 EA1125|---------------------------------------------------------------------|
 EA1125| PID    Reference Object                     Distance      Geod. Az  |
 EA1125|                                                           dddmmss.s |
 EA1125| EA1016 GENEVA                              271.469 METERS 04652     |
 EA1125| EA1083 RUTH                                APPROX. 2.2 KM 2111649.7 |
 EA1125|---------------------------------------------------------------------|
 EA1125
 EA1125                          SUPERSEDED SURVEY CONTROL
 EA1125
 EA1125  NAD 83(1986)-  34 39 23.34438(N)    077 44 06.45861(W) AD(       ) 2
 EA1125  NAD 27      -  34 39 22.73722(N)    077 44 07.53030(W) AD(       ) 2
 EA1125  NGVD 29 (??/??/92)    7.913  (m)           25.96   (f) ADJ UNCH    2 2
 EA1125
 EA1125.Superseded values are not recommended for survey control.
 EA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1125.See file dsdata.txt to determine how the superseded data were derived.
 EA1125
 EA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4934338353(NAD 83)
 EA1125_MARKER: DD = SURVEY DISK
 EA1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1125_STAMPING: BRIDGE 1974
 EA1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1125+STABILITY: SURFACE MOTION
 EA1125
 EA1125  HISTORY     - Date     Condition        Report By
 EA1125  HISTORY     - 1974     MONUMENTED       NCGS
 EA1125  HISTORY     - 1975     GOOD             NCGS
 EA1125
 EA1125                          STATION DESCRIPTION
 EA1125
 EA1125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1125'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1125'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA1125'
 EA1125'BRIDGE IS LOCATED APPROXIMATELY 13.0 MILES NORTHEAST OF BURGAW
 EA1125'AND 2.4 MILES WEST OF MAPLE HILL.  TO REACH STATION FROM
 EA1125'INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE HILL, PROCEED
 EA1125'WESTERLY ALONG NC 53 FOR 1.85 MILES TO STATION ON RIGHT NEAR
 EA1125'NORTHERNMOST CORNER OF BRIDGE OVER ANGOLA CREEK.
 EA1125'
 EA1125'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1125'BRIDGE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1125'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1125'
 EA1125'MARK IS 15.8 FT NW OF C/L OF NC 53
 EA1125'
 EA1125'4.5 FT NE OF A REFLECTOR POST
 EA1125'
 EA1125'4.5 FT NE OF NORTHERNMOST END OF BRIDGE
 EA1125
 EA1125                          STATION RECOVERY (1975)
 EA1125
 EA1125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA1125'2.4 MI W FROM MAPLE HILL.
 EA1125'STATION IS LOCATED APPROXIMATELY 13.0 MILES NORTHEAST OF BURGAW.  TO
 EA1125'REACH STATION FROM INTERSECTION OF NC 53 AND NC 50 NORTHWEST OF MAPLE
 EA1125'HILL, PROCEED WESTERLY ALONG NC 53 FOR 1.85 MILES TO STATION ON RIGHT
 EA1125'NEAR NORTHERNMOST CORNER OF BRIDGE OVER ANGOLA CREEK.  15.8 FT. NW OF
 EA1125'C/L OF NC 53, 4.5 FT. NE OF REFLECTOR POST, AND 4.5 FT. NE OF
 EA1125'NORTHERNMOST END OF BRIDGE.  DISK IS SET IN CONCRETE CYLINDER, 2
 EA1125'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0068 ***********************************************************************
 EX0068  DESIGNATION -  BRIDGE
 EX0068  PID         -  EX0068
 EX0068  STATE/COUNTY-  NC/DARE
 EX0068  USGS QUAD   -  EAST LAKE SE (1987)
 EX0068
 EX0068                         *CURRENT SURVEY CONTROL
 EX0068  ___________________________________________________________________
 EX0068* NAD 83(2001)-  35 50 28.79010(N)    075 48 42.41886(W)     ADJUSTED  
 EX0068* NAVD 88     -         1.306  (meters)       4.28   (feet)  ADJUSTED  
 EX0068  ___________________________________________________________________
 EX0068  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EX0068  GEOID HEIGHT-         -39.05  (meters)                     GEOID03
 EX0068  DYNAMIC HT  -           1.305 (meters)       4.28  (feet)  COMP
 EX0068  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 EX0068
 EX0068  HORZ ORDER  -  SECOND
 EX0068  VERT ORDER  -  SECOND    CLASS 0
 EX0068
 EX0068.The horizontal coordinates were established by classical geodetic methods
 EX0068.and adjusted by the National Geodetic Survey in August 2005.
 EX0068
 EX0068.The orthometric height was determined by differential leveling
 EX0068.and adjusted in June 1991.
 EX0068
 EX0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0068
 EX0068.The geoid height was determined by GEOID03.
 EX0068
 EX0068.The dynamic height is computed by dividing the NAVD 88
 EX0068.geopotential number by the normal gravity value computed on the
 EX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0068.degrees latitude (g = 980.6199 gals.).
 EX0068
 EX0068.The modeled gravity was interpolated from observed gravity values.
 EX0068
 EX0068;                    North         East     Units Scale Factor Converg.
 EX0068;SPC NC       -   236,620.811   897,566.361   MT  0.99992542   +1 50 24.5
 EX0068;SPC NC       -   776,313.44  2,944,765.64   sFT  0.99992542   +1 50 24.5
 EX0068;UTM  18      - 3,966,654.040   426,688.869   MT  0.99966622   -0 28 31.3
 EX0068
 EX0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0068!SPC NC       -   1.00000592  x   0.99992542  =   0.99993134
 EX0068!UTM  18      -   1.00000592  x   0.99966622  =   0.99967214
 EX0068
 EX0068:                Primary Azimuth Mark                     Grid Az
 EX0068:SPC NC       -  TWO PINES                                034 27 53.9
 EX0068:UTM  18      -  TWO PINES                                036 46 49.7
 EX0068
 EX0068|---------------------------------------------------------------------|
 EX0068| PID    Reference Object                     Distance      Geod. Az  |
 EX0068|                                                           dddmmss.s |
 EX0068| EX0070 TWO PINES                           APPROX. 1.6 KM 0361818.4 |
 EX0068|---------------------------------------------------------------------|
 EX0068
 EX0068                          SUPERSEDED SURVEY CONTROL
 EX0068
 EX0068  NAD 83(1986)-  35 50 28.78820(N)    075 48 42.41737(W) AD(       ) 2
 EX0068  NAD 27      -  35 50 28.17583(N)    075 48 43.77784(W) AD(       ) 2
 EX0068  NGVD 29 (??/??/92)    1.615  (m)            5.30   (f) ADJ UNCH    2 0
 EX0068
 EX0068.Superseded values are not recommended for survey control.
 EX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0068.See file dsdata.txt to determine how the superseded data were derived.
 EX0068
 EX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2668966654(NAD 83)
 EX0068_MARKER: DE = TRAVERSE STATION DISK
 EX0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0068_STAMPING: BRIDGE 1974
 EX0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0068+STABILITY: SURFACE MOTION
 EX0068
 EX0068  HISTORY     - Date     Condition        Report By
 EX0068  HISTORY     - 1974     MONUMENTED       NCGS
 EX0068  HISTORY     - 1974     GOOD             NCGS
 EX0068
 EX0068                          STATION DESCRIPTION
 EX0068
 EX0068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0068'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0068'THE VICINITY OF MANNS HARBOR, NORTH CAROLINA.
 EX0068'
 EX0068'BRIDGE IS LOCATED APPROXIMATELY 4.7 MILES SOUTHWEST OF MANNS
 EX0068'HARBOR AND 10.7 MILES NNW OF STUMPY POINT.  TO REACH STATION FROM
 EX0068'THE INTERSECTION OF U.S. 64 WITH U.S. 264 NEAR MANNS HARBOR,
 EX0068'PROCEED SOUTHWEST ALONG U.S. 264 FOR 2.5 MILES TO INTERSECTION
 EX0068'WITH DIRT ROAD LEADING WEST, AND STATION IN CENTER OF DIRT ROAD
 EX0068'AT WEST END OF WOODEN BRIDGE ACROSS CANAL.
 EX0068'
 EX0068'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0068'BRIDGE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0068'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EX0068'
 EX0068'MARK IS 74.4 FT WNW OF C/L OF U.S. 264
 EX0068'
 EX0068'10.8 FT SW OF NW CORNER OF BRIDGE, WITH ALUMINUM REF. TAG
 EX0068'
 EX0068'7.0 FT NW OF SW CORNER OF BRIDGE WITH ALUMINUM REF. TAG
 EX0068'
 EX0068'18.6 FT NE OF SOUTHERNMOST METAL GATE POST
 EX0068'
 EX0068'10.9 FT SE OF WILDLIFE SIGN POST WITH ALUMINUM REF. TAG
 EX0068'
 EX0068'17.2 FT ESE OF NORTHERNMOST METAL GATE POST
 EX0068
 EX0068                          STATION RECOVERY (1974)
 EX0068
 EX0068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0068'4.7 MI SW FROM MANNS HARBOR.
 EX0068'TO REACH STATION FROM THE INTERSECTION OF U.S. 64 WITH U.S. 264
 EX0068'NEAR MANNS HARBOR, PROCEED SOUTHWEST ALONG U.S. 264 FOR 2.5 MILES
 EX0068'TO INTERSECTION WITH DIRT ROAD LEADING WEST, AND STATION IN CENTER
 EX0068'OF DIRT ROAD AT WEST END OF WOODEN BRIDGE ACROSS CANAL, 74.4 FT
 EX0068'WNW OF C/L OF U.S. 264, 10.8 FT SW OF NW CORNER OF BRIDGE, WITH
 EX0068'ALUMINUM REF. TAG, 7.0 FT NW OF SW CORNER OF BRIDGE WITH ALUMINUM
 EX0068'REF. TAG, 18.6 FT NE OF SOUTHERNMOST METAL GATE POST, 10.9 FT SE
 EX0068'OF WILDLIFE SIGN POST WITH ALUMINUM REF. TAG, AND 17.2 FT ESE OF
 EX0068'NORTHERNMOST METAL GATE POST.  DISK IS SET IN TOP OF CONCRETE
 EX0068'CYLINDER, 8 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1496 ***********************************************************************
 EY1496  DESIGNATION -  BRIDGE
 EY1496  PID         -  EY1496
 EY1496  STATE/COUNTY-  NC/BEAUFORT
 EY1496  USGS QUAD   -  WASHINGTON (1983)
 EY1496
 EY1496                         *CURRENT SURVEY CONTROL
 EY1496  ___________________________________________________________________
 EY1496* NAD 83(2001)-  35 32 41.54097(N)    077 03 39.44392(W)     ADJUSTED  
 EY1496* NAVD 88     -         2.773  (meters)       9.10   (feet)  ADJUSTED  
 EY1496  ___________________________________________________________________
 EY1496  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EY1496  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY1496  DYNAMIC HT  -           2.771 (meters)       9.09  (feet)  COMP
 EY1496  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 EY1496
 EY1496  HORZ ORDER  -  SECOND
 EY1496  VERT ORDER  -  FIRST     CLASS II
 EY1496
 EY1496.The horizontal coordinates were established by classical geodetic methods
 EY1496.and adjusted by the National Geodetic Survey in August 2005.
 EY1496
 EY1496.The orthometric height was determined by differential leveling
 EY1496.and adjusted in June 1991.
 EY1496
 EY1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1496
 EY1496.The geoid height was determined by GEOID03.
 EY1496
 EY1496.The dynamic height is computed by dividing the NAVD 88
 EY1496.geopotential number by the normal gravity value computed on the
 EY1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1496.degrees latitude (g = 980.6199 gals.).
 EY1496
 EY1496.The modeled gravity was interpolated from observed gravity values.
 EY1496
 EY1496;                    North         East     Units Scale Factor Converg.
 EY1496;SPC NC       -   200,823.353   785,400.259   MT  0.99988563   +1 07 09.0
 EY1496;SPC NC       -   658,867.95  2,576,767.35   sFT  0.99988563   +1 07 09.0
 EY1496;UTM  18      - 3,935,423.914   313,176.293   MT  1.00003013   -1 11 54.5
 EY1496
 EY1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1496!SPC NC       -   1.00000531  x   0.99988563  =   0.99989094
 EY1496!UTM  18      -   1.00000531  x   1.00003013  =   1.00003544
 EY1496
 EY1496:                Primary Azimuth Mark                     Grid Az
 EY1496:SPC NC       -  FIFTH                                    030 41 18.0
 EY1496:UTM  18      -  FIFTH                                    033 00 21.5
 EY1496
 EY1496|---------------------------------------------------------------------|
 EY1496| PID    Reference Object                     Distance      Geod. Az  |
 EY1496|                                                           dddmmss.s |
 EY1496| EY2115 FIFTH                               APPROX. 0.6 KM 0314827.0 |
 EY1496| EY2100 BELK                                483.584 METERS 1212112.9 |
 EY1496|---------------------------------------------------------------------|
 EY1496
 EY1496                          SUPERSEDED SURVEY CONTROL
 EY1496
 EY1496  NAD 83(1986)-  35 32 41.55036(N)    077 03 39.45599(W) AD(       ) 2
 EY1496  NAD 27      -  35 32 40.96243(N)    077 03 40.62880(W) AD(       ) 2
 EY1496  NGVD 29 (10/26/90)    3.10   (m)           10.2    (f) LEVELING    3  
 EY1496
 EY1496.Superseded values are not recommended for survey control.
 EY1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1496.See file dsdata.txt to determine how the superseded data were derived.
 EY1496
 EY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1317635424(NAD 83)
 EY1496_MARKER: DE = TRAVERSE STATION DISK
 EY1496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EY1496_SP_SET: SIDEWALK
 EY1496_STAMPING: BRIDGE 1965
 EY1496_MARK LOGO: NCGS  
 EY1496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1496+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 EY1496
 EY1496  HISTORY     - Date     Condition        Report By
 EY1496  HISTORY     - 1965     MONUMENTED       NCGS
 EY1496  HISTORY     - 1979     GOOD             NCGS
 EY1496  HISTORY     - 1979     GOOD             NCGS
 EY1496  HISTORY     - 1983     GOOD             USPSQD
 EY1496  HISTORY     - 1989     GOOD             USPSQD
 EY1496  HISTORY     - 19931014 GOOD             NCGS
 EY1496  HISTORY     - 20030517 GOOD             USPSQD
 EY1496  HISTORY     - 20040624 GOOD             USPSQD
 EY1496  HISTORY     - 20060225 GOOD             USPSQD
 EY1496
 EY1496                          STATION DESCRIPTION
 EY1496
 EY1496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EY1496'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1496'IN THE VICINITY OF WASHINGTON, NORTH CAROLINA.
 EY1496'
 EY1496'BRIDGE IS APPROXIMATELY 100 FT N OF THE N END OF PAMLICO
 EY1496'RIVER BRIDGE.  AT NW QUAD OF U.S. 17 AND W MAIN
 EY1496'ST.  APPROXIMATELY 75 FT S OF SERVICE STATION.  AND CEMENTED
 EY1496'IN SIDEWALK N OF MAIN AND W OF U.S. 17 (BRIDGE ST.)
 EY1496'
 EY1496'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK,
 EY1496'CEMENTED IN THE SIDEWALK FLUSH WITH THE SURFACE OF THE SIDEWALK.
 EY1496'
 EY1496'MARK IS
 EY1496'
 EY1496'20.6 FT SW OF PP ON W SIDE OF BRIDGE ST.
 EY1496'
 EY1496'7.8 FT N OF N CURB ON MAIN ST. WITH ALUMINUM REF. TAG
 EY1496'
 EY1496'66.5 FT S OF 2ND PP N OF STOP LIGHT
 EY1496'
 EY1496'14.6 FT W OF CURB OF BRIDGE ST.
 EY1496'
 EY1496'57.0 FT SE OF SE CORNER OF GULF STATION
 EY1496'
 EY1496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY1496
 EY1496                          STATION RECOVERY (1979)
 EY1496
 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1496'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY1496
 EY1496                          STATION RECOVERY (1979)
 EY1496
 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY1496'IN WASHINGTON.
 EY1496'LOCATED AT THE INTERSECTION OF U.S. 17 (BRIDGE STREET) AND MAIN
 EY1496'STREET IN WASHINGTON, APPROXIMATELY 100 FEET NORTH OF THE NORTH
 EY1496'END OF U.S. 17 BRIDGE OVER PAMLICO RIVER AND IN SIDEWALK IN NORTH
 EY1496'QUADRANT OF INTERSECTION, 46.3 FEET NORTHWEST OF CENTERLINE OF
 EY1496'HIGHWAY, 24.9 FEET NORTHEAST OF CENTERLINE MAIN STREET, 66.4 FEET
 EY1496'SOUTHWEST OF A POWER POLE WITH REFERENCE TAG, 20.4 FEET WEST OF A
 EY1496'POWER POLE WITH REFERENCE TAG AND 56.7 FEET SOUTH OF SOUTHWEST
 EY1496'CORNER OF GULF SERVICE STATION.
 EY1496'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 EY1496
 EY1496                          STATION RECOVERY (1983)
 EY1496
 EY1496'RECOVERY NOTE BY US POWER SQUADRON 1983 (CWH)
 EY1496'BRIDGE 1965 RECOVERED GOOD.
 EY1496'
 EY1496'DISCRIPTION CORRECT AND ADEQUATE.
 EY1496
 EY1496                          STATION RECOVERY (1989)
 EY1496
 EY1496'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY1496'RECOVERED IN GOOD CONDITION.
 EY1496
 EY1496                          STATION RECOVERY (1993)
 EY1496
 EY1496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 EY1496'RECOVERED AS DESCRIBED.
 EY1496
 EY1496                          STATION RECOVERY (2003)
 EY1496
 EY1496'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD)
 EY1496'SERVICE STATION IS NOW A VACANT BUILDING
 EY1496
 EY1496                          STATION RECOVERY (2004)
 EY1496
 EY1496'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY1496'RECOVERED IN GOOD CONDITION.
 EY1496
 EY1496                          STATION RECOVERY (2006)
 EY1496
 EY1496'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1266 ***********************************************************************
 EY1266  DESIGNATION -  BRIDGE
 EY1266  PID         -  EY1266
 EY1266  STATE/COUNTY-  NC/WILSON
 EY1266  USGS QUAD   -  WILSON (1978)
 EY1266
 EY1266                         *CURRENT SURVEY CONTROL
 EY1266  ___________________________________________________________________
 EY1266* NAD 83(2001)-  35 44 06.83350(N)    077 52 43.56345(W)     ADJUSTED  
 EY1266* NAVD 88     -        44.271  (meters)     145.25   (feet)  ADJUSTED  
 EY1266  ___________________________________________________________________
 EY1266  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EY1266  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 EY1266  DYNAMIC HT  -          44.233 (meters)     145.12  (feet)  COMP
 EY1266  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 EY1266
 EY1266  HORZ ORDER  -  SECOND
 EY1266  VERT ORDER  -  SECOND    CLASS I
 EY1266
 EY1266.The horizontal coordinates were established by classical geodetic methods
 EY1266.and adjusted by the National Geodetic Survey in August 2005.
 EY1266
 EY1266.The orthometric height was determined by differential leveling
 EY1266.and adjusted in June 1991.
 EY1266.WARNING-Repeat measurements at this control monument indicate possible
 EY1266.vertical movement.
 EY1266
 EY1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1266
 EY1266.The geoid height was determined by GEOID03.
 EY1266
 EY1266.The dynamic height is computed by dividing the NAVD 88
 EY1266.geopotential number by the normal gravity value computed on the
 EY1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1266.degrees latitude (g = 980.6199 gals.).
 EY1266
 EY1266.The modeled gravity was interpolated from observed gravity values.
 EY1266
 EY1266;                    North         East     Units Scale Factor Converg.
 EY1266;SPC NC       -   220,797.703   711,021.030   MT  0.99990810   +0 38 49.7
 EY1266;SPC NC       -   724,400.46  2,332,741.50   sFT  0.99990810   +0 38 49.7
 EY1266;UTM  18      - 3,958,404.300   239,643.919   MT  1.00043537   -1 40 56.1
 EY1266
 EY1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1266!SPC NC       -   0.99999853  x   0.99990810  =   0.99990663
 EY1266!UTM  18      -   0.99999853  x   1.00043537  =   1.00043390
 EY1266
 EY1266:                Primary Azimuth Mark                     Grid Az
 EY1266:SPC NC       -  CORAL                                    028 33 03.8
 EY1266:UTM  18      -  CORAL                                    030 52 49.6
 EY1266
 EY1266|---------------------------------------------------------------------|
 EY1266| PID    Reference Object                     Distance      Geod. Az  |
 EY1266|                                                           dddmmss.s |
 EY1266| EY3134 CORAL                               APPROX. 1.9 KM 0291153.5 |
 EY1266| EY1265 PITT                                350.747 METERS 09549     |
 EY1266|---------------------------------------------------------------------|
 EY1266
 EY1266                          SUPERSEDED SURVEY CONTROL
 EY1266
 EY1266  NAD 83(1986)-  35 44 06.84199(N)    077 52 43.57258(W) AD(       ) 2
 EY1266  NAD 27      -  35 44 06.27411(N)    077 52 44.63646(W) AD(       ) 2
 EY1266  NGVD 29 (??/??/92)   44.604  (m)          146.34   (f) ADJ UNCH    2 1
 EY1266
 EY1266.Superseded values are not recommended for survey control.
 EY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1266.See file dsdata.txt to determine how the superseded data were derived.
 EY1266
 EY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3964458404(NAD 83)
 EY1266_MARKER: DD = SURVEY DISK
 EY1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1266_STAMPING: BRIDGE 1967
 EY1266_MARK LOGO: NCGS  
 EY1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1266+STABILITY: SURFACE MOTION
 EY1266
 EY1266  HISTORY     - Date     Condition        Report By
 EY1266  HISTORY     - 1967     MONUMENTED       NCGS
 EY1266  HISTORY     - 1976     GOOD             NCGS
 EY1266  HISTORY     - 1978     GOOD             NCGS
 EY1266
 EY1266                          STATION DESCRIPTION
 EY1266
 EY1266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY1266'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY1266'ESTABLISHED IN THE VICINITY OF WILSON, NORTH CAROLINA
 EY1266'
 EY1266'BRIDGE IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF
 EY1266'WILSON.  STATION IS AT THE SOUTHEAST END OF NC 42 BRIDGE
 EY1266'OVER U.S. 301, IN U FORMED BY CONCRETE CURB AND BRIDGE ABUTMENT.
 EY1266'
 EY1266'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1266'BRIDGE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1266'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1266'
 EY1266'MARK IS
 EY1266'
 EY1266'20.8 FT NW OF 4X4 POST WITH SPEED LIMIT 45 SIGN, WITH
 EY1266'ALUMINUM REF. TAG
 EY1266'
 EY1266'5.3 FT W OF 4X4 REFLECTOR POST, WITH ALUMINUM REF. TAG
 EY1266'
 EY1266'36.7 FT SW OF 4X4 REFLECTOR POST, WITH ALUMINUM REF. TAG
 EY1266'
 EY1266'17.8 FT SSW OF C/L OF NC 42
 EY1266'
 EY1266'3.2 FT SSE OF E END OF S CONCRETE BRIDGE RAIL
 EY1266
 EY1266                          STATION RECOVERY (1976)
 EY1266
 EY1266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1266'2.1 MI ENE FROM WILSON.
 EY1266'STATION IS AT THE SOUTHEAST END OF NC 42 BRIDGE OVER US 301 IN U
 EY1266'FORMED BY CONCRETE CURB AND BRIDGE ABUTMENT, 18.5 FT. SSW OF
 EY1266'CENTERLINE OF NC 42, 3.2 FT. SSE OF EAST END OF SOUTH CONCRETE BRIDGE
 EY1266'RAIL, 1.5 FT. NW OF 4 X 4 POST WITH SPEED LIMIT 45 SIGN WITH ALUMINUM
 EY1266'REF. TAG, 5.3 FT. W OF 4 X 4 REFLECTOR POST WITH ALUMINUM REF. TAG,
 EY1266'37.0 FT. SW OF 4 X 4 REFLECTOR POST WITH ALUMINUM REF. TAG.  DISK IS
 EY1266'SET IN THE TOP OF A CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF
 EY1266'THE GROUND.
 EY1266
 EY1266                          STATION RECOVERY (1978)
 EY1266
 EY1266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2102 ***********************************************************************
 EZ2102  DESIGNATION -  BRIDGE
 EZ2102  PID         -  EZ2102
 EZ2102  STATE/COUNTY-  NC/MOORE
 EZ2102  USGS QUAD   -  VASS (1974)
 EZ2102
 EZ2102                         *CURRENT SURVEY CONTROL
 EZ2102  ___________________________________________________________________
 EZ2102* NAD 83(2001)-  35 15 23.67015(N)    079 16 50.95039(W)     ADJUSTED  
 EZ2102* NAVD 88     -        99.316  (meters)     325.84   (feet)  ADJUSTED  
 EZ2102  ___________________________________________________________________
 EZ2102  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 EZ2102  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 EZ2102  DYNAMIC HT  -          99.228 (meters)     325.55  (feet)  COMP
 EZ2102  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 EZ2102
 EZ2102  HORZ ORDER  -  SECOND
 EZ2102  VERT ORDER  -  FIRST     CLASS II
 EZ2102
 EZ2102.The horizontal coordinates were established by classical geodetic methods
 EZ2102.and adjusted by the National Geodetic Survey in August 2005.
 EZ2102
 EZ2102.The orthometric height was determined by differential leveling
 EZ2102.and adjusted in June 1991.
 EZ2102
 EZ2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2102
 EZ2102.The geoid height was determined by GEOID03.
 EZ2102
 EZ2102.The dynamic height is computed by dividing the NAVD 88
 EZ2102.geopotential number by the normal gravity value computed on the
 EZ2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2102.degrees latitude (g = 980.6199 gals.).
 EZ2102
 EZ2102.The modeled gravity was interpolated from observed gravity values.
 EZ2102
 EZ2102;                    North         East     Units Scale Factor Converg.
 EZ2102;SPC NC       -   167,160.427   584,049.285   MT  0.99987260   -0 09 43.5
 EZ2102;SPC NC       -   548,425.50  1,916,168.36   sFT  0.99987260   -0 09 43.5
 EZ2102;UTM  17      - 3,902,851.502   656,394.692   MT  0.99990144   +0 59 33.3
 EZ2102
 EZ2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2102!SPC NC       -   0.99998940  x   0.99987260  =   0.99986200
 EZ2102!UTM  17      -   0.99998940  x   0.99990144  =   0.99989084
 EZ2102
 EZ2102:                Primary Azimuth Mark                     Grid Az
 EZ2102:SPC NC       -  HASH                                     036 22 01.5
 EZ2102:UTM  17      -  HASH                                     035 12 44.7
 EZ2102
 EZ2102|---------------------------------------------------------------------|
 EZ2102| PID    Reference Object                     Distance      Geod. Az  |
 EZ2102|                                                           dddmmss.s |
 EZ2102| EZ2101 HASH                                APPROX. 1.4 KM 0361218.0 |
 EZ2102|---------------------------------------------------------------------|
 EZ2102
 EZ2102                          SUPERSEDED SURVEY CONTROL
 EZ2102
 EZ2102  NAD 83(1986)-  35 15 23.66175(N)    079 16 50.94944(W) AD(       ) 2
 EZ2102  NAD 27      -  35 15 23.09955(N)    079 16 51.85527(W) AD(       ) 2
 EZ2102  NGVD 29 (10/06/93)   99.561  (m)          326.64   (f) ADJUSTED    1 2
 EZ2102
 EZ2102.Superseded values are not recommended for survey control.
 EZ2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2102.See file dsdata.txt to determine how the superseded data were derived.
 EZ2102
 EZ2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5639502852(NAD 83)
 EZ2102_MARKER: DE = TRAVERSE STATION DISK
 EZ2102_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ2102+WITH SETTING: PAVEMENT
 EZ2102_SP_SET: IN BRIDGE SIDEWALK
 EZ2102_STAMPING: BRIDGE 1972
 EZ2102_MARK LOGO: NCGS  
 EZ2102_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2102+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 EZ2102
 EZ2102  HISTORY     - Date     Condition        Report By
 EZ2102  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2102  HISTORY     - 1980     GOOD             NCGS
 EZ2102  HISTORY     - 1980     GOOD             NCGS
 EZ2102  HISTORY     - 20050404 GOOD             USPSQD
 EZ2102  HISTORY     - 20061109 GOOD             GEOCAC
 EZ2102
 EZ2102                          STATION DESCRIPTION
 EZ2102
 EZ2102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2102'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2102'VICINITY OF VASS, NORTH CAROLINA.
 EZ2102'
 EZ2102'BRIDGE IS LOCATED IN VASS AND 8.5 MILES NORTHEAST OF SOUTHERN PINES.
 EZ2102'TO REACH STATION FROM THE INTERSECTION OF US 1 AND SR 1001 IN VASS,
 EZ2102'PROCEED EAST ON SR 1001 FOR 0.1 MILE TO STATION ON LEFT ON NORTH
 EZ2102'SIDE OF SR 1001 BRIDGE OVER SEABOARD COAST LINE RR AND ABOUT IN
 EZ2102'MIDDLE OF NORTH WALK ON BRIDGE.
 EZ2102'
 EZ2102'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIDGE
 EZ2102'1972, SET IN THE TOP OF BRIDGE AND IS FLUSH WITH THE BRIDGE.
 EZ2102'
 EZ2102'MARK IS
 EZ2102'16.0 FEET E OF C/L OF SR 1001.
 EZ2102'75.0 FEET S OF N END OF E RAIL.
 EZ2102'78.4 FEET N OF S END OF E RAIL.
 EZ2102'2.4 FEET W OF E BRIDGE RAIL.
 EZ2102
 EZ2102                          STATION RECOVERY (1980)
 EZ2102
 EZ2102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2102'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2102
 EZ2102                          STATION RECOVERY (1980)
 EZ2102
 EZ2102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2102'IN VASS.
 EZ2102'SET IN THE NORTH WALK AND MIDWAY THE SR 1001-MAIN STREET-
 EZ2102'OVERPASS BRIDGE OF SEABOARD COAST LINE RAIL ROAD, 16.0 FEET NORTHEAST
 EZ2102'OF CENTERLINE OF BRIDGE, 75.0 FEET SOUTHEAST OF NORTHWEST END,
 EZ2102'78.4 FEET NORTHWEST OF SOUTHEAST END AND 2.4 FEET SOUTHWEST OF CENTER
 EZ2102'OF NORTHEAST BRIDGE RAIL.
 EZ2102'THE MARK IS 0.5 FT ABOVE ROAD.
 EZ2102
 EZ2102                          STATION RECOVERY (2005)
 EZ2102
 EZ2102'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2102'N 35 15.394
 EZ2102'W 078 16.849
 EZ2102
 EZ2102                          STATION RECOVERY (2006)
 EZ2102
 EZ2102'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2102'RECOVERED IN THE SIDEWALK OF A BRIDGE BUILT IN 1954. DUE TO
 EZ2102'CONSTRUCTION OF A BYPASS, THE REFERENCED US-1 IS NOW THE BUSINESS
 EZ2102'ROUTE. TO REACH FROM THE NEW US-1, EXIT ONTO NC690 WEST, WHICH BECOMES
 EZ2102'MAIN STREET.
 EZ2102' 
 EZ2102' 
 EZ2102' 
 EZ2102' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0820 ***********************************************************************
 EZ0820  DESIGNATION -  BRIDGE
 EZ0820  PID         -  EZ0820
 EZ0820  STATE/COUNTY-  NC/WAKE
 EZ0820  USGS QUAD   -  WAKE FOREST (1987)
 EZ0820
 EZ0820                         *CURRENT SURVEY CONTROL
 EZ0820  ___________________________________________________________________
 EZ0820* NAD 83(2001)-  35 58 45.40081(N)    078 32 21.60845(W)     ADJUSTED  
 EZ0820* NAVD 88     -       115.893  (meters)     380.23   (feet)  ADJUSTED  
 EZ0820  ___________________________________________________________________
 EZ0820  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 EZ0820  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 EZ0820  DYNAMIC HT  -         115.795 (meters)     379.90  (feet)  COMP
 EZ0820  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 EZ0820
 EZ0820  HORZ ORDER  -  SECOND
 EZ0820  VERT ORDER  -  SECOND    CLASS 0
 EZ0820
 EZ0820.The horizontal coordinates were established by classical geodetic methods
 EZ0820.and adjusted by the National Geodetic Survey in August 2005.
 EZ0820
 EZ0820.The orthometric height was determined by differential leveling
 EZ0820.and adjusted in June 1991.
 EZ0820
 EZ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0820
 EZ0820.The geoid height was determined by GEOID03.
 EZ0820
 EZ0820.The dynamic height is computed by dividing the NAVD 88
 EZ0820.geopotential number by the normal gravity value computed on the
 EZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0820.degrees latitude (g = 980.6199 gals.).
 EZ0820
 EZ0820.The modeled gravity was interpolated from observed gravity values.
 EZ0820
 EZ0820;                    North         East     Units Scale Factor Converg.
 EZ0820;SPC NC       -   247,397.921   651,145.179   MT  0.99995309   +0 15 57.2
 EZ0820;SPC NC       -   811,671.35  2,136,298.81   sFT  0.99995309   +0 15 57.2
 EZ0820;UTM  17      - 3,984,449.861   721,853.134   MT  1.00020651   +1 26 46.4
 EZ0820
 EZ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0820!SPC NC       -   0.99998696  x   0.99995309  =   0.99994005
 EZ0820!UTM  17      -   0.99998696  x   1.00020651  =   1.00019346
 EZ0820
 EZ0820:                Primary Azimuth Mark                     Grid Az
 EZ0820:SPC NC       -  SCOVILL                                  014 14 10.7
 EZ0820:UTM  17      -  SCOVILL                                  013 03 21.5
 EZ0820
 EZ0820|---------------------------------------------------------------------|
 EZ0820| PID    Reference Object                     Distance      Geod. Az  |
 EZ0820|                                                           dddmmss.s |
 EZ0820| EZ5018 SCOVILL                             APPROX. 0.6 KM 0143007.9 |
 EZ0820| EZ5031 BEEJAY                              365.282 METERS 08357     |
 EZ0820|---------------------------------------------------------------------|
 EZ0820
 EZ0820                          SUPERSEDED SURVEY CONTROL
 EZ0820
 EZ0820  NAD 83(1986)-  35 58 45.40703(N)    078 32 21.62360(W) AD(       ) 2
 EZ0820  NAD 27      -  35 58 44.86656(N)    078 32 22.62182(W) AD(       ) 2
 EZ0820  NGVD 29 (??/??/92)  116.16   (m)          381.1    (f) COMPUTED    2 0
 EZ0820
 EZ0820.Superseded values are not recommended for survey control.
 EZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0820.See file dsdata.txt to determine how the superseded data were derived.
 EZ0820
 EZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2185384450(NAD 83)
 EZ0820_MARKER: DE = TRAVERSE STATION DISK
 EZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0820_SP_SET: BRIDGE
 EZ0820_STAMPING: BRIDGE 1970
 EZ0820_MARK LOGO: NCGS  
 EZ0820_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0820+STABILITY: SURFACE MOTION
 EZ0820
 EZ0820  HISTORY     - Date     Condition        Report By
 EZ0820  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0820  HISTORY     - 1972     GOOD             NCGS
 EZ0820  HISTORY     - 1978     GOOD             NCGS
 EZ0820  HISTORY     - 1985     GOOD             USPSQD
 EZ0820  HISTORY     - 19850101 GOOD             NCGS
 EZ0820  HISTORY     - 1987     GOOD             USPSQD
 EZ0820
 EZ0820                          STATION DESCRIPTION
 EZ0820
 EZ0820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0820'BRIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0820'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0820'
 EZ0820'BRIDGE IS LOCATED APPROXIMATELY 2.65 MILES WEST OF WAKE FOREST AND
 EZ0820'3.6 MILES NORTHWEST OF FALLS.  STATION IS IN THE NORTHWEST CORNER OF
 EZ0820'BRIDGE ON US 1 OVER NC 98.
 EZ0820'
 EZ0820'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0820'BRIDGE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ0820'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0820'
 EZ0820'MARK IS--
 EZ0820'18.9 FEET W OF C/L OF US 1.
 EZ0820'3.1 FEET NNW OF BOTTOM OF NW CORNER OF CONCRETE BRIDGE RAILING.
 EZ0820'80.3 FEET ENE OF ALUMINUM REF. TAG ON PP.
 EZ0820'11.3 FEET SSW OF ALUMINUM REF. TAG ON 4X4 CLEARANCE SIGN.
 EZ0820'13.9 FEET SSW OF TOP OF DRAIN.
 EZ0820'69.0 FEET N OF C/L OF NC 98.
 EZ0820
 EZ0820                          STATION RECOVERY (1972)
 EZ0820
 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0820'2.6 MI W FROM WAKE FOREST.
 EZ0820'STATION IS 2.65 MILES W OF WAKE FOREST AND 3.6 MILES NW OF FALLS,
 EZ0820'IN THE NW CORNER OF BRIDGE ON U.S. 1 OVER NC 98, 18.9 FT W OF C/L
 EZ0820'OF U.S. 1, 69.0 FT N OF C/L OF NC 98, 80.3 FT ENE OF ALUM. REF.
 EZ0820'TAG ON PP 11.3 FT SSW OF ALUM. REF. TAG ON 4 X 4 CLEARANCE
 EZ0820'SIGN AND 3.1 FT NNW OF BOTTOM OF NW CORNER OF CONCRETE BRIDGE
 EZ0820'RAILING.  STATION IS FLUSH WITH THE GROUND.
 EZ0820
 EZ0820                          STATION RECOVERY (1978)
 EZ0820
 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ0820'RECOVERED AS DESCRIBED.
 EZ0820
 EZ0820                          STATION RECOVERY (1985)
 EZ0820
 EZ0820'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS)
 EZ0820'RECOVERED IN GOOD CONDITION.
 EZ0820
 EZ0820                          STATION RECOVERY (1985)
 EZ0820
 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ0820'RECOVERED AS DESCRIBED. MARK IS AT THE NORTHWEST CORNER OF BRIDGE.
 EZ0820'NOTE--A REPORT IN FEBRUARY 1996 SAID MARK HAD BEEN DESTROYED.
 EZ0820
 EZ0820                          STATION RECOVERY (1987)
 EZ0820
 EZ0820'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EZ0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1756 ***********************************************************************
 FA1756  DESIGNATION -  BRIDGE
 FA1756  PID         -  FA1756
 FA1756  STATE/COUNTY-  NC/DAVIDSON
 FA1756  USGS QUAD   -  HANDY (1994)
 FA1756
 FA1756                         *CURRENT SURVEY CONTROL
 FA1756  ___________________________________________________________________
 FA1756* NAD 83(2001)-  35 33 26.69331(N)    080 05 31.79516(W)     ADJUSTED  
 FA1756* NAVD 88     -       232.16   (+/-2cm)     761.7    (feet)  VERTCON   
 FA1756  ___________________________________________________________________
 FA1756  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 FA1756  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA1756  HORZ ORDER  -  SECOND
 FA1756  VERT ORDER  -  THIRD ? (See Below)
 FA1756
 FA1756.The horizontal coordinates were established by classical geodetic methods
 FA1756.and adjusted by the National Geodetic Survey in August 2005.
 FA1756
 FA1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1756.The vertical order pertains to the NGVD 29 superseded value.
 FA1756
 FA1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1756
 FA1756.The geoid height was determined by GEOID03.
 FA1756
 FA1756;                    North         East     Units Scale Factor Converg.
 FA1756;SPC NC       -   201,042.422   510,593.497   MT  0.99988677   -0 37 49.3
 FA1756;SPC NC       -   659,586.68  1,675,172.16   sFT  0.99988677   -0 37 49.3
 FA1756;UTM  17      - 3,935,240.165   582,276.835   MT  0.99968342   +0 31 40.6
 FA1756
 FA1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1756!SPC NC       -   0.99996831  x   0.99988677  =   0.99985509
 FA1756!UTM  17      -   0.99996831  x   0.99968342  =   0.99965174
 FA1756
 FA1756|---------------------------------------------------------------------|
 FA1756| PID    Reference Object                     Distance      Geod. Az  |
 FA1756|                                                           dddmmss.s |
 FA1756| FA1740 GARAGE                              360.169 METERS 04312     |
 FA1756| FA1755 BARBARA                             APPROX. 0.5 KM 1710610.5 |
 FA1756|---------------------------------------------------------------------|
 FA1756
 FA1756                          SUPERSEDED SURVEY CONTROL
 FA1756
 FA1756  NAD 83(1986)-  35 33 26.70105(N)    080 05 31.80461(W) AD(       ) 2
 FA1756  NAD 27      -  35 33 26.19702(N)    080 05 32.63306(W) AD(       ) 2
 FA1756  NGVD 29 (07/19/86)  232.40   (m)          762.5    (f) LEVELING    3  
 FA1756
 FA1756.Superseded values are not recommended for survey control.
 FA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1756.See file dsdata.txt to determine how the superseded data were derived.
 FA1756
 FA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8227735240(NAD 83)
 FA1756_MARKER: DE = TRAVERSE STATION DISK
 FA1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1756_STAMPING: BRIDGE 1974
 FA1756_MARK LOGO: NCGS  
 FA1756_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1756+STABILITY: SURFACE MOTION
 FA1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1756+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 FA1756
 FA1756  HISTORY     - Date     Condition        Report By
 FA1756  HISTORY     - 1974     MONUMENTED       NCGS
 FA1756  HISTORY     - 19920218 GOOD             NCGS
 FA1756
 FA1756                          STATION DESCRIPTION
 FA1756
 FA1756'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1756'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1756'THE VICINITY OF DENTON, NORTH CAROLINA.
 FA1756'
 FA1756'BRIDGE IS LOCATED APPROXIMATELY 5.4 MILES SOUTH OF DENTON, AND
 FA1756'17.7 MILES NW OF TROY.  STATION IS LOCATED AT THE NC 49 BRIDGE
 FA1756'OVER NC 109, NEAR EASTERNMOST CORNER OF BRIDGE.
 FA1756'
 FA1756'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1756'BRIDGE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1756'WHICH IS FLUSH WITH THE GROUND.
 FA1756'
 FA1756'MARK IS 23.9 FT SE OF C/L OF NC 49
 FA1756'
 FA1756'66.3 FT NE OF EAST END OF SOUTH BRIDGE RAIL
 FA1756'
 FA1756'60.0 FT E OF EAST END OF NORTH BRIDGE RAIL
 FA1756
 FA1756                          STATION RECOVERY (1992)
 FA1756
 FA1756'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA1756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1792 ***********************************************************************
 FA1792  DESIGNATION -  BRIDGE
 FA1792  PID         -  FA1792
 FA1792  STATE/COUNTY-  NC/ROWAN
 FA1792  USGS QUAD   -  SALISBURY (1987)
 FA1792
 FA1792                         *CURRENT SURVEY CONTROL
 FA1792  ___________________________________________________________________
 FA1792* NAD 83(2001)-  35 42 31.60625(N)    080 23 47.14051(W)     ADJUSTED  
 FA1792* NAVD 88     -       221.2    (meters)     726.     (feet)  VERTCON   
 FA1792  ___________________________________________________________________
 FA1792  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 FA1792  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FA1792  HORZ ORDER  -  SECOND
 FA1792
 FA1792.The horizontal coordinates were established by classical geodetic methods
 FA1792.and adjusted by the National Geodetic Survey in August 2005.
 FA1792
 FA1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1792
 FA1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1792
 FA1792.The geoid height was determined by GEOID03.
 FA1792
 FA1792;                    North         East     Units Scale Factor Converg.
 FA1792;SPC NC       -   218,178.972   483,249.107   MT  0.99990432   -0 48 21.5
 FA1792;SPC NC       -   715,808.84  1,585,459.78   sFT  0.99990432   -0 48 21.5
 FA1792;UTM  17      - 3,951,816.482   554,598.139   MT  0.99963673   +0 21 08.3
 FA1792
 FA1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1792!SPC NC       -   0.99997019  x   0.99990432  =   0.99987451
 FA1792!UTM  17      -   0.99997019  x   0.99963673  =   0.99960693
 FA1792
 FA1792:                Primary Azimuth Mark                     Grid Az
 FA1792:SPC NC       -  FERRY                                    195 04 46.1
 FA1792:UTM  17      -  FERRY                                    193 55 16.3
 FA1792
 FA1792|---------------------------------------------------------------------|
 FA1792| PID    Reference Object                     Distance      Geod. Az  |
 FA1792|                                                           dddmmss.s |
 FA1792| FA1798 FERRY                               APPROX. 1.5 KM 1941624.6 |
 FA1792|---------------------------------------------------------------------|
 FA1792
 FA1792                          SUPERSEDED SURVEY CONTROL
 FA1792
 FA1792  NAD 83(1986)-  35 42 31.61571(N)    080 23 47.14650(W) AD(       ) 2
 FA1792  NAD 27      -  35 42 31.11525(N)    080 23 47.94546(W) AD(       ) 2
 FA1792  NGVD 29 (02/02/98)  221.4    (m)          726.     (f) VERT ANG    3  
 FA1792
 FA1792.Superseded values are not recommended for survey control.
 FA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1792.See file dsdata.txt to determine how the superseded data were derived.
 FA1792
 FA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5459851816(NAD 83)
 FA1792_MARKER: DE = TRAVERSE STATION DISK
 FA1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1792_STAMPING: BRIDGE 1964
 FA1792_MARK LOGO: NCGS  
 FA1792_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1792+STABILITY: SURFACE MOTION
 FA1792
 FA1792  HISTORY     - Date     Condition        Report By
 FA1792  HISTORY     - 1964     MONUMENTED       NCGS
 FA1792  HISTORY     - 19880505 GOOD             NCGS
 FA1792
 FA1792                          STATION DESCRIPTION
 FA1792
 FA1792'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA1792'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1792'IN THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA1792'
 FA1792'BRIDGE IS 2.6 MILES NE OF SPENCER.  LOCATED 1.0 MILE NNE
 FA1792'ALONG I 85 FROM BRIDGE OVER I 85 ON LONG FERRY RD. (SR 2120).  0.9
 FA1792'MILES SW OF THE SOUTH END OF BRIDGE OVER YADKIN RIVER.  AT
 FA1792'THE SOUTH END OF BRIDGE OVER SOUTHERN RAILWAY AND SR 2124 AND
 FA1792'IN THE MEDIAN OF I 85.
 FA1792'
 FA1792'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1792'BRIDGE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA1792'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1792'
 FA1792'MARK IS
 FA1792'
 FA1792'25.6 FT W OF C/L OF N BOUND LANE OF I 85
 FA1792'
 FA1792'14.4 FT SW OF SW CORNER OF N BOUND LANE OF BRIDGE RAILING
 FA1792'
 FA1792'12.5 FT S OF SE CORNER OF S BOUND LANE OF BRIDGE RAILING
 FA1792'
 FA1792'4.8 FT S OF SE CORNER OF BRIDGE CONCRETE RETAINING WALL
 FA1792'
 FA1792'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1792
 FA1792                          STATION RECOVERY (1988)
 FA1792
 FA1792'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 FA1792'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2472 ***********************************************************************
 FA2472  DESIGNATION -  BRIDGE
 FA2472  PID         -  FA2472
 FA2472  STATE/COUNTY-  NC/MECKLENBURG
 FA2472  USGS QUAD   -  FORT MILL (1993)
 FA2472
 FA2472                         *CURRENT SURVEY CONTROL
 FA2472  ___________________________________________________________________
 FA2472* NAD 83(2001)-  35 06 53.27264(N)    080 55 28.23106(W)     ADJUSTED  
 FA2472* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 FA2472  ___________________________________________________________________
 FA2472  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 FA2472  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 FA2472  HORZ ORDER  -  SECOND
 FA2472
 FA2472.The horizontal coordinates were established by classical geodetic methods
 FA2472.and adjusted by the National Geodetic Survey in August 2005.
 FA2472
 FA2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2472
 FA2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2472
 FA2472.The geoid height was determined by GEOID03.
 FA2472
 FA2472;                    North         East     Units Scale Factor Converg.
 FA2472;SPC NC       -   153,097.278   434,194.910   MT  0.99987543   -1 06 38.8
 FA2472;SPC NC       -   502,286.65  1,424,521.13   sFT  0.99987543   -1 06 38.8
 FA2472;UTM  17      - 3,885,776.449   506,879.079   MT  0.99960058   +0 02 36.3
 FA2472
 FA2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2472!SPC NC       -   0.99997387  x   0.99987543  =   0.99984930
 FA2472!UTM  17      -   0.99997387  x   0.99960058  =   0.99957446
 FA2472
 FA2472:                Primary Azimuth Mark                     Grid Az
 FA2472:SPC NC       -  RAIL                                     209 50 12.3
 FA2472:UTM  17      -  RAIL                                     208 40 57.2
 FA2472
 FA2472|---------------------------------------------------------------------|
 FA2472| PID    Reference Object                     Distance      Geod. Az  |
 FA2472|                                                           dddmmss.s |
 FA2472| FA2505 RAIL                                APPROX. 0.8 KM 2084333.5 |
 FA2472|---------------------------------------------------------------------|
 FA2472
 FA2472                          SUPERSEDED SURVEY CONTROL
 FA2472
 FA2472  NAD 83(1986)-  35 06 53.29153(N)    080 55 28.24334(W) AD(       ) 2
 FA2472  NAD 27      -  35 06 52.76371(N)    080 55 28.97407(W) AD(       ) 2
 FA2472  NGVD 29 (07/19/86)  197.1    (m)          647.     (f) VERT ANG    3  
 FA2472
 FA2472.Superseded values are not recommended for survey control.
 FA2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2472.See file dsdata.txt to determine how the superseded data were derived.
 FA2472
 FA2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0687985776(NAD 83)
 FA2472_MARKER: DE = TRAVERSE STATION DISK
 FA2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2472_STAMPING: BRIDGE 1968
 FA2472_MARK LOGO: NCGS  
 FA2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2472+STABILITY: SURFACE MOTION
 FA2472
 FA2472  HISTORY     - Date     Condition        Report By
 FA2472  HISTORY     - 1968     MONUMENTED       NCGS
 FA2472  HISTORY     - 1970     GOOD             NCGS
 FA2472  HISTORY     - 1980     GOOD             LOCSUR
 FA2472  HISTORY     - 1990     GOOD             USPSQD
 FA2472  HISTORY     - 19950927 MARK NOT FOUND   SCDOT
 FA2472  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 FA2472  HISTORY     - 20021030 SEE DESCRIPTION  NCGS
 FA2472
 FA2472                          STATION DESCRIPTION
 FA2472
 FA2472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2472'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2472'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2472'
 FA2472'BRIDGE IS LOCATED APPROXIMATELY 9.0 MILES SOUTHWEST OF
 FA2472'CHARLOTTE.  STATION IS AT THE INTERSECTION OF SR 1128 (ARROWOOD
 FA2472'BLVD.) WITH I-77, IN SOUTHWEST QUADRANT OF INTERSECTION OF
 FA2472'SOUTH BOUND LANE, IN U FORMED BY CONCRETE CURB AND BRIDGE
 FA2472'ABUTMENT.
 FA2472'
 FA2472'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2472'BRIDGE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2472'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2472'
 FA2472'MARK IS
 FA2472'
 FA2472'2.0 FT SW OF SW CORNER OF CONCRETE BRIDGE GUARD RAIL OF
 FA2472'I-77 SOUTH BOUND LANE
 FA2472'
 FA2472'1.8 FT S OF S EDGE OF CONCRETE BRIDGE ABUTMENT
 FA2472'
 FA2472'5.6 FT N OF N CORNER OF S END OF CONCRETE CURB
 FA2472'
 FA2472'44.3 FT W OF S END OF E SIDE OF CONCRETE BRIDGE GUARD
 FA2472'RAIL OF I-77 S BOUND LANE
 FA2472
 FA2472                          STATION RECOVERY (1970)
 FA2472
 FA2472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA2472'RECOVERED AS DESCRIBED.
 FA2472
 FA2472                          STATION RECOVERY (1980)
 FA2472
 FA2472'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 FA2472'BRIDGE RECOVERED IN GOOD CONDITION.
 FA2472'
 FA2472'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MI S. W. OF CHARLOTTE.
 FA2472
 FA2472                          STATION RECOVERY (1990)
 FA2472
 FA2472'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2472'RECOVERED IN GOOD CONDITION.
 FA2472
 FA2472                          STATION RECOVERY (1995)
 FA2472
 FA2472'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 FA2472'MARK NOT FOUND.
 FA2472
 FA2472                          STATION RECOVERY (1999)
 FA2472
 FA2472'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2472'MARK NOT FOUND.
 FA2472
 FA2472                          STATION RECOVERY (2002)
 FA2472
 FA2472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 FA2472'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED. A NEW OVERPASS WAS
 FA2472'BUILT WHEN I-77 WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3216 ***********************************************************************
 FB3216  DESIGNATION -  BRIDGE
 FB3216  PID         -  FB3216
 FB3216  STATE/COUNTY-  NC/BUNCOMBE
 FB3216  USGS QUAD   -  ASHEVILLE (1991)
 FB3216
 FB3216                         *CURRENT SURVEY CONTROL
 FB3216  ___________________________________________________________________
 FB3216* NAD 83(2007)-  35 30 00.41919(N)    082 35 32.72902(W)     ADJUSTED  
 FB3216* NAVD 88     -       632.371  (meters)    2074.70   (feet)  ADJUSTED  
 FB3216  ___________________________________________________________________
 FB3216  EPOCH DATE  -        2002.00
 FB3216  X           -     670,276.328 (meters)                     COMP
 FB3216  Y           -  -5,155,504.996 (meters)                     COMP
 FB3216  Z           -   3,683,528.449 (meters)                     COMP
 FB3216  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 FB3216  ELLIP HEIGHT-         602.635 (meters)          (02/10/07) ADJUSTED
 FB3216  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 FB3216  DYNAMIC HT  -         631.725 (meters)    2072.58  (feet)  COMP
 FB3216
 FB3216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3216  Type    PID    Designation                      North   East  Ellip
 FB3216  -------------------------------------------------------------------
 FB3216  NETWORK FB3216 BRIDGE                            0.57   0.47   0.92
 FB3216  -------------------------------------------------------------------
 FB3216  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 FB3216
 FB3216  VERT ORDER  -  SECOND    CLASS II
 FB3216
 FB3216.The horizontal coordinates were established by GPS observations
 FB3216.and adjusted by the National Geodetic Survey in February 2007.
 FB3216
 FB3216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3216.The horizontal coordinates are valid at the epoch date displayed above.
 FB3216.The epoch date for horizontal control is a decimal equivalence
 FB3216.of Year/Month/Day.
 FB3216
 FB3216.The orthometric height was determined by differential leveling
 FB3216.and adjusted in November 2000.
 FB3216
 FB3216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3216
 FB3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3216
 FB3216.The ellipsoidal height was determined by GPS observations
 FB3216.and is referenced to NAD 83.
 FB3216
 FB3216.The geoid height was determined by GEOID03.
 FB3216
 FB3216.The dynamic height is computed by dividing the NAVD 88
 FB3216.geopotential number by the normal gravity value computed on the
 FB3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3216.degrees latitude (g = 980.6199 gals.).
 FB3216
 FB3216.The modeled gravity was interpolated from observed gravity values.
 FB3216
 FB3216;                    North         East     Units Scale Factor Converg.
 FB3216;SPC NC       -   200,037.486   283,772.785   MT  0.99988195   -2 04 24.4
 FB3216;SPC NC       -   656,289.65    931,011.21   sFT  0.99988195   -2 04 24.4
 FB3216;UTM  17      - 3,929,672.047   355,572.167   MT  0.99985706   -0 55 29.6
 FB3216
 FB3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3216!SPC NC       -   0.99990542  x   0.99988195  =   0.99978738
 FB3216!UTM  17      -   0.99990542  x   0.99985706  =   0.99976249
 FB3216
 FB3216:                Primary Azimuth Mark                     Grid Az
 FB3216:SPC NC       -  BRIDGE AZ MK                             074 12 35.0
 FB3216:UTM  17      -  BRIDGE AZ MK                             073 03 40.2
 FB3216
 FB3216|---------------------------------------------------------------------|
 FB3216| PID    Reference Object                     Distance      Geod. Az  |
 FB3216|                                                           dddmmss.s |
 FB3216| FB3214 BRIDGE AZ MK                        446.825 METERS 0720810.6 |
 FB3216| FB3017 PARKWAY                             460.185 METERS 1952453.7 |
 FB3216|---------------------------------------------------------------------|
 FB3216
 FB3216                          SUPERSEDED SURVEY CONTROL
 FB3216
 FB3216  NAD 83(2001)-  35 30 00.41929(N)    082 35 32.72904(W) AD(       ) 1
 FB3216  ELLIP H (01/25/05)  602.657  (m)                       GP(       ) 4 1
 FB3216  NAD 83(1995)-  35 30 00.41850(N)    082 35 32.72889(W) AD(       ) 2
 FB3216  NAD 83(1986)-  35 30 00.42392(N)    082 35 32.72627(W) AD(       ) 2
 FB3216  NAD 27      -  35 30 00.01895(N)    082 35 33.27901(W) AD(       ) 2
 FB3216  NAVD 88 (01/25/05)  632.37   (m)         2074.7    (f) LEVELING    3  
 FB3216  NGVD 29 (07/19/86)  632.47   (m)         2075.0    (f) LEVELING    3  
 FB3216
 FB3216.Superseded values are not recommended for survey control.
 FB3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3216.See file dsdata.txt to determine how the superseded data were derived.
 FB3216
 FB3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5557229672(NAD 83)
 FB3216_MARKER: DE = TRAVERSE STATION DISK
 FB3216_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FB3216+WITH SETTING: PAVEMENT
 FB3216_SP_SET: CONCRETE BIDGE WALKWAY
 FB3216_STAMPING: BRIDGE 1973
 FB3216_MARK LOGO: NCGS  
 FB3216_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3216+STABILITY: SURFACE MOTION
 FB3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3216+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 FB3216
 FB3216  HISTORY     - Date     Condition        Report By
 FB3216  HISTORY     - 1973     MONUMENTED       NCGS
 FB3216  HISTORY     - 1981     GOOD             NCGS
 FB3216  HISTORY     - 19950904 GOOD             USPSQD
 FB3216  HISTORY     - 19981214 GOOD             NCGS
 FB3216  HISTORY     - 20040815 GOOD             GEOMET
 FB3216  HISTORY     - 20060321 GOOD             USPSQD
 FB3216
 FB3216                          STATION DESCRIPTION
 FB3216
 FB3216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3216'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB3216'THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3216'
 FB3216'BRIDGE IS LOCATED APPROXIMATELY 7.0 MILES SSW OF ASHEVILLE, AND
 FB3216'4.9 MILES SE OF ENKA.  TO REACH STATION FROM THE NC 191 OVERPASS
 FB3216'OF I-26, PROCEED SOUTH ALONG NC 191 FOR 2.5 MILES TO ACCESS ROAD
 FB3216'TO BLUE RIDGE PARKWAY, ENTER THE ACCESS ROAD FOR 0.2 MILE TO THE
 FB3216'PARKWAY, TURN LEFT ALONG PARKWAY APPROXIMATELY 450 FEET TO
 FB3216'APPROXIMATELY CENTER OF PARKWAY BRIDGE OVER FRENCH BROAD RIVER
 FB3216'AND STATION ON LEFT IN NORTH SIDEWALK OF BRIDGE.
 FB3216'
 FB3216'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3216'BRIDGE 1973, SET FLUSH IN DRILL HOLE IN CONCRETE SIDEWALK.
 FB3216'
 FB3216'MARK IS 15.3 FT N OF C/L PARKWAY
 FB3216'
 FB3216'0.9 FT N OF SIDEWALK CURB
 FB3216'
 FB3216'1.9 FT S OF BRIDGE RAIL
 FB3216'
 FB3216'88.0 FT E OF A SIGN POST BOLTED ON NORTH BRIDGE RAIL
 FB3216'
 FB3216'334.9 FT ENE OF WESTERNMOST END OF NORTH BRIDGE RAIL
 FB3216
 FB3216                          STATION RECOVERY (1981)
 FB3216
 FB3216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3216'THE STATION WAS RECOVERED AT THIS DATE.
 FB3216'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 FB3216'
 FB3216'THE SIGN ON BRIDGE IS GONE.
 FB3216
 FB3216                          STATION RECOVERY (1995)
 FB3216
 FB3216'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3216'RECOVERED IN GOOD CONDITION.
 FB3216
 FB3216                          STATION RECOVERY (1998)
 FB3216
 FB3216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FB3216'RECOVERED AS DESCRIBED.
 FB3216
 FB3216                          STATION RECOVERY (2004)
 FB3216
 FB3216'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 FB3216'RECOVERED AS DESCRIBED.
 FB3216
 FB3216                          STATION RECOVERY (2006)
 FB3216
 FB3216'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB3216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2207 ***********************************************************************
 EB2207  DESIGNATION -  BRIDGE
 EB2207  PID         -  EB2207
 EB2207  STATE/COUNTY-  NC/COLUMBUS
 EB2207  USGS QUAD   -  WHITEVILLE (1987)
 EB2207
 EB2207                         *CURRENT SURVEY CONTROL
 EB2207  ___________________________________________________________________
 EB2207* NAD 83(2001)-  34 19 19.50276(N)    078 42 28.21941(W)     ADJUSTED  
 EB2207* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 EB2207  ___________________________________________________________________
 EB2207  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 EB2207  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 EB2207  HORZ ORDER  -  SECOND
 EB2207
 EB2207.The horizontal coordinates were established by classical geodetic methods
 EB2207.and adjusted by the National Geodetic Survey in August 2005.
 EB2207
 EB2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2207
 EB2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2207
 EB2207.The geoid height was determined by GEOID03.
 EB2207
 EB2207;                    North         East     Units Scale Factor Converg.
 EB2207;SPC NC       -    63,503.200   636,490.225   MT  1.00000313   +0 10 07.1
 EB2207;SPC NC       -   208,343.42  2,088,218.35   sFT  1.00000313   +0 10 07.1
 EB2207;UTM  17      - 3,800,248.296   710,894.520   MT  1.00014827   +1 17 34.4
 EB2207
 EB2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2207!SPC NC       -   1.00000147  x   1.00000313  =   1.00000460
 EB2207!UTM  17      -   1.00000147  x   1.00014827  =   1.00014974
 EB2207
 EB2207:                Primary Azimuth Mark                     Grid Az
 EB2207:SPC NC       -  LEWIS                                    000 46 49.0
 EB2207:UTM  17      -  LEWIS                                    359 39 21.7
 EB2207
 EB2207|---------------------------------------------------------------------|
 EB2207| PID    Reference Object                     Distance      Geod. Az  |
 EB2207|                                                           dddmmss.s |
 EB2207| EB2222 LEWIS                               APPROX. 0.8 KM 0005656.1 |
 EB2207| EB1537 VIRGIL                              276.728 METERS 00445     |
 EB2207| EB2237 WHITEVILLE NEW MUNICIPAL TANK       APPROX. 1.7 KM 0093702.5 |
 EB2207| EB2223 MANSVILLE                           292.730 METERS 18452     |
 EB2207|---------------------------------------------------------------------|
 EB2207
 EB2207                          SUPERSEDED SURVEY CONTROL
 EB2207
 EB2207  NAD 83(1986)-  34 19 19.50675(N)    078 42 28.22406(W) AD(       ) 2
 EB2207  NAD 27      -  34 19 18.90775(N)    078 42 29.16391(W) AD(       ) 2
 EB2207  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG    3  
 EB2207
 EB2207.Superseded values are not recommended for survey control.
 EB2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2207.See file dsdata.txt to determine how the superseded data were derived.
 EB2207
 EB2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1089500248(NAD 83)
 EB2207_MARKER: DE = TRAVERSE STATION DISK
 EB2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2207_STAMPING: BRIDGE 1969
 EB2207_MARK LOGO: NCGS  
 EB2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2207+STABILITY: SURFACE MOTION
 EB2207
 EB2207  HISTORY     - Date     Condition        Report By
 EB2207  HISTORY     - 1969     MONUMENTED       NCGS
 EB2207
 EB2207                          STATION DESCRIPTION
 EB2207
 EB2207'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2207'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2207'THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2207'
 EB2207'BRIDGE IS LOCATED APPROXIMATELY 1.25 MILES SOUTH OF WHITEVILLE.  TO
 EB2207'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 701 BYPASS AND
 EB2207'U.S. 76, U.S. 74 WITH NC 130 GOING WEST.  GO SOUTH ON U.S. 701
 EB2207'BYPASS FOR 1.2 MILES TO BRIDGE OVER RAILROAD.  STATION IS AT THE
 EB2207'SOUTHWEST CORNER OF BRIDGE, 1.5 MILES NORTH OF INTERSECTION OF
 EB2207'U.S. 701 BYPASS WITH NC 130.
 EB2207'
 EB2207'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2207'BRIDGE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2207'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2207'
 EB2207'MARK IS
 EB2207'
 EB2207'19.0 FT W OF C/L OF U.S. 701
 EB2207'
 EB2207'33.5 FT W OF BRIDGE CLEARANCE SIGN WITH ALUMINUM REF. TAG.
 EB2207'
 EB2207'4.2 FT W OF BRIDGE CLEARANCE SIGN WITH ALUMINUM REF. TAG.
 EB2207'
 EB2207'7.8 FT SE OF DRAINAGE CULVERT
 EB2207'
 EB2207'16.9 FT S OF BRIDGE RAILING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4335 ***********************************************************************
 EZ4335  DESIGNATION -  BRIDGE
 EZ4335  PID         -  EZ4335
 EZ4335  STATE/COUNTY-  NC/JOHNSTON
 EZ4335  USGS QUAD   -  CLAYTON (1993)
 EZ4335
 EZ4335                         *CURRENT SURVEY CONTROL
 EZ4335  ___________________________________________________________________
 EZ4335* NAD 83(2001)-  35 38 43.19872(N)    078 27 43.28805(W)     ADJUSTED  
 EZ4335* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 EZ4335  ___________________________________________________________________
 EZ4335  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 EZ4335  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 EZ4335  HORZ ORDER  -  SECOND
 EZ4335
 EZ4335.The horizontal coordinates were established by classical geodetic methods
 EZ4335.and adjusted by the National Geodetic Survey in August 2005.
 EZ4335
 EZ4335.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4335
 EZ4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4335
 EZ4335.The geoid height was determined by GEOID03.
 EZ4335
 EZ4335;                    North         East     Units Scale Factor Converg.
 EZ4335;SPC NC       -   210,383.387   658,318.037   MT  0.99989612   +0 18 37.8
 EZ4335;SPC NC       -   690,232.83  2,159,831.76   sFT  0.99989612   +0 18 37.8
 EZ4335;UTM  17      - 3,947,578.868   729,785.830   MT  1.00025071   +1 28 46.9
 EZ4335
 EZ4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4335!SPC NC       -   0.99999182  x   0.99989612  =   0.99988794
 EZ4335!UTM  17      -   0.99999182  x   1.00025071  =   1.00024253
 EZ4335
 EZ4335:                Primary Azimuth Mark                     Grid Az
 EZ4335:SPC NC       -  FISH                                     105 24 57.6
 EZ4335:UTM  17      -  FISH                                     104 14 48.5
 EZ4335
 EZ4335|---------------------------------------------------------------------|
 EZ4335| PID    Reference Object                     Distance      Geod. Az  |
 EZ4335|                                                           dddmmss.s |
 EZ4335| EZ4345 FISH                                APPROX. 0.7 KM 1054335.4 |
 EZ4335| EZ4349 POLE                                336.245 METERS 29302     |
 EZ4335|---------------------------------------------------------------------|
 EZ4335
 EZ4335                          SUPERSEDED SURVEY CONTROL
 EZ4335
 EZ4335  NAD 83(1986)-  35 38 43.20661(N)    078 27 43.29801(W) AD(       ) 2
 EZ4335  NAD 27      -  35 38 42.64073(N)    078 27 44.28661(W) AD(       ) 2
 EZ4335  NGVD 29 (07/19/86)   86.2    (m)          283.     (f) VERT ANG    3  
 EZ4335
 EZ4335.Superseded values are not recommended for survey control.
 EZ4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4335.See file dsdata.txt to determine how the superseded data were derived.
 EZ4335
 EZ4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2978647579(NAD 83)
 EZ4335_MARKER: DE = TRAVERSE STATION DISK
 EZ4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4335_STAMPING: BRIDGE 1968
 EZ4335_MARK LOGO: NCGS  
 EZ4335_PROJECTION: FLUSH
 EZ4335_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4335+STABILITY: SURFACE MOTION
 EZ4335
 EZ4335  HISTORY     - Date     Condition        Report By
 EZ4335  HISTORY     - 1968     MONUMENTED       NCGS
 EZ4335  HISTORY     - 1972     GOOD             NCGS
 EZ4335  HISTORY     - 19850615 GOOD             NCGS
 EZ4335
 EZ4335                          STATION DESCRIPTION
 EZ4335
 EZ4335'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ4335'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4335'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ4335'
 EZ4335'BRIDGE IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST OF THE CENTER
 EZ4335'OF CLAYTON.  THE STATION IS LOCATED 0.05 MILE SOUTHEAST OF
 EZ4335'U.S. 70 EAST BOUND BRIDGE OVER NC 42 BETWEEN CURB ON SOUTHWEST
 EZ4335'SIDE OF U.S. 70 AND GUARD RAIL.
 EZ4335'
 EZ4335'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4335'BRIDGE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4335'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4335'
 EZ4335'MARK IS
 EZ4335'
 EZ4335'21.0 FT SSW OF C/L OF U.S. 70 E BOUND LANE
 EZ4335'
 EZ4335'2.4 FT SSW OF CURB ON SW SIDE OF U.S. 70 E BOUND LANE
 EZ4335'
 EZ4335'2.8 FT NNE OF METAL GUARD RAIL
 EZ4335'
 EZ4335'67.9 FT WNW OF SE END OF METAL GUARD RAIL
 EZ4335'
 EZ4335'88.5 FT ESE OF 4X4 POST WITH MERGING TRAFFIC SIGN, AND WITH
 EZ4335'ALUMINUM REF. TAG
 EZ4335'
 EZ4335'140.2 FT ESE OF SE END OF CONCRETE BRIDGE GUARD RAIL OF AND S
 EZ4335'70 E BOUND LANE
 EZ4335'
 EZ4335'24.1 FT ESE OF NW END OF CURB ON SW SIDE OF U.S. 70 E BOUND LANE
 EZ4335
 EZ4335                          STATION RECOVERY (1972)
 EZ4335
 EZ4335'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4335'GOOD
 EZ4335
 EZ4335                          STATION RECOVERY (1985)
 EZ4335
 EZ4335'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 EZ4335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5398 ***********************************************************************
 EZ5398  DESIGNATION -  BRIDGE
 EZ5398  PID         -  EZ5398
 EZ5398  STATE/COUNTY-  NC/DURHAM
 EZ5398  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5398
 EZ5398                         *CURRENT SURVEY CONTROL
 EZ5398  ___________________________________________________________________
 EZ5398* NAD 83(2001)-  35 59 29.37599(N)    078 51 45.84147(W)     ADJUSTED  
 EZ5398* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 EZ5398  ___________________________________________________________________
 EZ5398  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 EZ5398  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 EZ5398  HORZ ORDER  -  SECOND
 EZ5398
 EZ5398.The horizontal coordinates were established by classical geodetic methods
 EZ5398.and adjusted by the National Geodetic Survey in August 2005.
 EZ5398
 EZ5398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5398
 EZ5398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5398
 EZ5398.The geoid height was determined by GEOID03.
 EZ5398
 EZ5398;                    North         East     Units Scale Factor Converg.
 EZ5398;SPC NC       -   248,665.421   621,978.430   MT  0.99995582   +0 04 45.2
 EZ5398;SPC NC       -   815,829.80  2,040,607.57   sFT  0.99995582   +0 04 45.2
 EZ5398;UTM  17      - 3,985,117.202   692,661.353   MT  1.00005739   +1 15 23.0
 EZ5398
 EZ5398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5398!SPC NC       -   0.99998662  x   0.99995582  =   0.99994244
 EZ5398!UTM  17      -   0.99998662  x   1.00005739  =   1.00004401
 EZ5398
 EZ5398:                Primary Azimuth Mark                     Grid Az
 EZ5398:SPC NC       -  JOYLAND                                  110 59 19.0
 EZ5398:UTM  17      -  JOYLAND                                  109 48 41.2
 EZ5398
 EZ5398|---------------------------------------------------------------------|
 EZ5398| PID    Reference Object                     Distance      Geod. Az  |
 EZ5398|                                                           dddmmss.s |
 EZ5398| EZ0901 JOYLAND                             419.195 METERS 1110404.2 |
 EZ5398| EZ5391 WOODLAWN                            230.982 METERS 18639     |
 EZ5398|---------------------------------------------------------------------|
 EZ5398
 EZ5398                          SUPERSEDED SURVEY CONTROL
 EZ5398
 EZ5398  NAD 83(1986)-  35 59 29.38074(N)    078 51 45.84758(W) AD(       ) 2
 EZ5398  NAD 27      -  35 59 28.86542(N)    078 51 46.83082(W) AD(       ) 2
 EZ5398  NGVD 29 (03/10/98)  117.0    (m)          384.     (f) VERT ANG    3  
 EZ5398
 EZ5398.Superseded values are not recommended for survey control.
 EZ5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5398.See file dsdata.txt to determine how the superseded data were derived.
 EZ5398
 EZ5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9266185117(NAD 83)
 EZ5398_MARKER: DE = TRAVERSE STATION DISK
 EZ5398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5398_STAMPING: BRIDGE 1971
 EZ5398_MARK LOGO: NCGS  
 EZ5398_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ5398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5398+STABILITY: SURFACE MOTION
 EZ5398
 EZ5398  HISTORY     - Date     Condition        Report By
 EZ5398  HISTORY     - 1971     MONUMENTED       NCGS
 EZ5398  HISTORY     - 1986     GOOD             USPSQD
 EZ5398  HISTORY     - 19860101 GOOD             NCGS
 EZ5398  HISTORY     - 1988     GOOD             USPSQD
 EZ5398
 EZ5398                          STATION DESCRIPTION
 EZ5398
 EZ5398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ5398'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5398'THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5398'
 EZ5398'BRIDGE IS LOCATED APPROXIMATELY 2.2 MILES EAST OF DURHAM.  STATION
 EZ5398'IS AT THE INTERSECTION OF US 70 BYPASS AND NC 98 UNDERPASS IN THE
 EZ5398'NORTHEAST QUADRANT.  AND 0.25 MILE EAST OF SOUTHERN RAILROAD
 EZ5398'CROSSING ON NC 98 AT JOYLAND.
 EZ5398'
 EZ5398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIDGE
 EZ5398'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EZ5398'INCHES BELOW THE GROUND.
 EZ5398'
 EZ5398'MARK IS
 EZ5398'21.3 FEET E OF C/L OF W BOUND LANE OF US 70.
 EZ5398'84.6 FEET S OF C/L OF NC 98 EXIT OFF W BOUND LANE OF US 70 W.
 EZ5398'34.2 FEET N OF NE CORNER OF US 70 BRIDGE OVER NC 98.
 EZ5398'22.5 FEET N OF N END OF BRIDGE CURB AT NE CORNER OF BRIDGE.
 EZ5398
 EZ5398                          STATION RECOVERY (1986)
 EZ5398
 EZ5398'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ5398'RECOVERED IN GOOD CONDITION.
 EZ5398
 EZ5398                          STATION RECOVERY (1986)
 EZ5398
 EZ5398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ5398'RECOVERED AS DESCRIBED. STATION NOW AT EDGE OF PAVEMENT, RECESSED 1
 EZ5398'INCH BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 23.3 M (76.4 FT)
 EZ5398'SOUTH-SOUTHEAST OF THE NORTH END OF THE GUARD RAIL IN THE MEDIAN.
 EZ5398
 EZ5398                          STATION RECOVERY (1988)
 EZ5398
 EZ5398'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ5398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2101 ***********************************************************************
 EY2101  DESIGNATION -  BRIDGE
 EY2101  PID         -  EY2101
 EY2101  STATE/COUNTY-  NC/BEAUFORT
 EY2101  USGS QUAD   -  WASHINGTON (1983)
 EY2101
 EY2101                         *CURRENT SURVEY CONTROL
 EY2101  ___________________________________________________________________
 EY2101* NAD 83(2001)-  35 32 13.41420(N)    077 02 48.38743(W)     ADJUSTED  
 EY2101* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY2101  ___________________________________________________________________
 EY2101  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 EY2101  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 EY2101  HORZ ORDER  -  THIRD
 EY2101
 EY2101.The horizontal coordinates were established by classical geodetic methods
 EY2101.and adjusted by the National Geodetic Survey in August 2005.
 EY2101
 EY2101.The orthometric height was scaled from a topographic map.
 EY2101
 EY2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2101
 EY2101.The geoid height was determined by GEOID03.
 EY2101
 EY2101;                    North         East     Units Scale Factor Converg.
 EY2101;SPC NC       -   199,981.972   786,702.958   MT  0.99988495   +1 07 38.4
 EY2101;SPC NC       -   656,107.52  2,581,041.29   sFT  0.99988495   +1 07 38.4
 EY2101;UTM  18      - 3,934,530.418   314,444.084   MT  1.00002431   -1 11 23.9
 EY2101
 EY2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2101!SPC NC       -   1.00000565  x   0.99988495  =   0.99989060
 EY2101!UTM  18      -   1.00000565  x   1.00002431  =   1.00002996
 EY2101
 EY2101:                Primary Azimuth Mark                     Grid Az
 EY2101:SPC NC       -  NORTHWEST STACK                          094 18 39.5
 EY2101:UTM  18      -  NORTHWEST STACK                          096 37 41.8
 EY2101
 EY2101|---------------------------------------------------------------------|
 EY2101| PID    Reference Object                     Distance      Geod. Az  |
 EY2101|                                                           dddmmss.s |
 EY2101| EY2140 NORTHWEST STACK                     496.990 METERS 0952617.9 |
 EY2101| EY2104 CEDAR GROVE RESET                   APPROX. 1.2 KM 1232758.5 |
 EY2101| EY2116 FLAG IN WATER                       APPROX. 0.6 KM 1610509.9 |
 EY2101| EY2186 WINDMILL POINT SHOAL LIGHT OLD      APPROX. 0.8 KM 1743755.9 |
 EY2101| EY2185 WINDMILL POINT SHOAL LIGHT NEW      APPROX. 0.6 KM 1874535.0 |
 EY2101| EY2139 N AND S RR BRIDGE W SEMAPHORE       APPROX. 0.5 KM 2513658.8 |
 EY2101| EY2138 N AND S RR BRIDGE E SEMAPHORE       352.165 METERS 25306     |
 EY2101| EY2197 POLE ON ISLAND                      APPROX. 0.7 KM 2823251.7 |
 EY2101| EY2173 WASHINGTON N AND S RR TANK          148.088 METERS 31547     |
 EY2101| EY0442 BRIDGE RM=SWITCH RM                  21.170 METERS 32305     |
 EY2101|---------------------------------------------------------------------|
 EY2101
 EY2101                          SUPERSEDED SURVEY CONTROL
 EY2101
 EY2101  NAD 83(1986)-  35 32 13.43786(N)    077 02 48.36680(W) AD(       ) 3
 EY2101  NAD 27      -  35 32 12.85900(N)    077 02 49.53700(W) AD(       ) 3
 EY2101
 EY2101.Superseded values are not recommended for survey control.
 EY2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2101.See file dsdata.txt to determine how the superseded data were derived.
 EY2101
 EY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1444434530(NAD 83)
 EY2101_MARKER: DS = TRIANGULATION STATION DISK
 EY2101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY2101_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY2101
 EY2101  HISTORY     - Date     Condition        Report By
 EY2101  HISTORY     - 1914     MONUMENTED       CGS
 EY2101  HISTORY     - 1933     MARK NOT FOUND   CGS
 EY2101  HISTORY     - 1985     GOOD             USPSQD
 EY2101  HISTORY     - 1989     GOOD             USPSQD
 EY2101  HISTORY     - 19980207 GOOD             USPSQD
 EY2101  HISTORY     - 20030517 MARK NOT FOUND   USPSQD
 EY2101  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 EY2101
 EY2101                          STATION DESCRIPTION
 EY2101
 EY2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY2101'STATION IS VERY CLOSE TO THE EASTERN END OF THE NORFOLK SOUTHERN
 EY2101'RAILROAD TRESTLE ACROSS PAMLICO RIVER, ON THE S SIDE OF THE RAILROAD
 EY2101'FILL, 25 YARDS FROM THE TRESTLE ABUTMENT AND 8 FEET FROM THE
 EY2101'CENTER OF THE TRACK.
 EY2101'
 EY2101'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 EY2101'CONCRETE, IN THE TOPS OF TILES.
 EY2101'
 EY2101'THE REFERENCE MARK IS 21.17 METERS (69.5 FEET) FROM THE STATION
 EY2101'N 36 DEG 55 MIN W.
 EY2101
 EY2101                          STATION RECOVERY (1933)
 EY2101
 EY2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY2101'STATION WAS NOT FOUND, BUT A REFERENCE MARK WAS RECOVERED IN GOOD
 EY2101'CONDITION AND TIED INTO A NEW STATION.
 EY2101'
 EY2101'NEW STATION SWITCH WAS ESTABLISHED IN THE SAME VICINITY.
 EY2101
 EY2101                          STATION RECOVERY (1985)
 EY2101
 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1985 (PDL)
 EY2101'RECOVERED IN GOOD CONDITION.
 EY2101
 EY2101                          STATION RECOVERY (1989)
 EY2101
 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 EY2101'RECOVERED IN GOOD CONDITION.
 EY2101
 EY2101                          STATION RECOVERY (1998)
 EY2101
 EY2101'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2101'RECOVERED IN GOOD CONDITION.
 EY2101
 EY2101                          STATION RECOVERY (2003)
 EY2101
 EY2101'RECOVERY NOTE BY US POWER SQUADRON 2003 (DD)
 EY2101'TRACK AREA COVERED WITH NEW GRAVEL.  MARK MAY STILL BE THERE.
 EY2101
 EY2101                          STATION RECOVERY (2004)
 EY2101
 EY2101'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2334 ***********************************************************************
 EY2334  DESIGNATION -  BRIDGE
 EY2334  PID         -  EY2334
 EY2334  STATE/COUNTY-  NC/CRAVEN
 EY2334  USGS QUAD   -  NEW BERN (1994)
 EY2334
 EY2334                         *CURRENT SURVEY CONTROL
 EY2334  ___________________________________________________________________
 EY2334* NAD 83(2001)-  35 07 04.46024(N)    077 01 15.55130(W)     ADJUSTED  
 EY2334* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY2334  ___________________________________________________________________
 EY2334  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 EY2334  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY2334  HORZ ORDER  -  SECOND
 EY2334
 EY2334.The horizontal coordinates were established by classical geodetic methods
 EY2334.and adjusted by the National Geodetic Survey in August 2005.
 EY2334
 EY2334.The orthometric height was scaled from a topographic map.
 EY2334
 EY2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2334
 EY2334.The geoid height was determined by GEOID03.
 EY2334
 EY2334;                    North         East     Units Scale Factor Converg.
 EY2334;SPC NC       -   153,539.611   789,967.772   MT  0.99987531   +1 08 32.0
 EY2334;SPC NC       -   503,737.87  2,591,752.60   sFT  0.99987531   +1 08 32.0
 EY2334;UTM  18      - 3,887,987.404   315,833.543   MT  1.00001802   -1 09 46.5
 EY2334
 EY2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2334!SPC NC       -   1.00000589  x   0.99987531  =   0.99988120
 EY2334!UTM  18      -   1.00000589  x   1.00001802  =   1.00002391
 EY2334
 EY2334|---------------------------------------------------------------------|
 EY2334| PID    Reference Object                     Distance      Geod. Az  |
 EY2334|                                                           dddmmss.s |
 EY2334| EY2335 BRIDGETON CHRISTIAN CH SPIRE        297.990 METERS 05808     |
 EY2334| EY4409 BRIDGE RM 2                          22.468 METERS 10507     |
 EY2334| EY2355 NEW BERN                            APPROX. 2.0 KM 2183725.6 |
 EY2334| EY2354 NEW BERN US POST OFFICE DOME        APPROX. 2.0 KM 2321100.1 |
 EY2334| EY2349 NEW BERN CHRIST EPIS CH SPIRE       APPROX. 2.1 KM 2335839.8 |
 EY2334| EY2350 NEW BERN COTTON OIL CO TANK         APPROX. 2.0 KM 2695848.7 |
 EY2334| EY2336 BRIDGETON STACK                     382.007 METERS 33647     |
 EY2334| EY4408 BRIDGE RM 1                          26.420 METERS 33850     |
 EY2334|---------------------------------------------------------------------|
 EY2334
 EY2334                          SUPERSEDED SURVEY CONTROL
 EY2334
 EY2334  NAD 83(1986)-  35 07 04.47116(N)    077 01 15.56246(W) AD(       ) 2
 EY2334  NAD 27      -  35 07 03.90100(N)    077 01 16.75600(W) AD(       ) 2
 EY2334
 EY2334.Superseded values are not recommended for survey control.
 EY2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2334.See file dsdata.txt to determine how the superseded data were derived.
 EY2334
 EY2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1583487987(NAD 83)
 EY2334
 EY2334  HISTORY     - Date     Condition        Report By
 EY2334  HISTORY     - 1932     MONUMENTED       CGS
 EY2334  HISTORY     - 1935     GOOD             CGS
 EY2334  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY2334  HISTORY     - 19900525 MARK NOT FOUND   USPSQD
 EY2334  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 EY2334
 EY2334                          STATION DESCRIPTION
 EY2334
 EY2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY2334'STATION IS ON THE N SIDE OF NEUSE RIVER, ON FIRST POINT S OF
 EY2334'E END OF HIGHWAY BRIDGE BETWEEN NEW BERN AND BRIDGETON, 38
 EY2334'METERS (125 FEET) NE OF TIP OF POINT, 24.7 METERS (81 FEET)
 EY2334'FROM S SIDE, AND 18.5 METERS (61 FEET) FROM W SIDE OF
 EY2334'POINT.  STATION AND REFERENCE MARKS ARE STANDARD DISKS IN
 EY2334'CONCRETE AT THE CENTER OF TOP OF TILE.
 EY2334'REFERENCE MARK NO.1 IS ON N SIDE OF POINT, 8.4
 EY2334'METERS (28 FEET) FROM WATER LINE AND 26.420 METERS (86.68
 EY2334'FEET) FROM STATION N 21 DEG 10 MIN W.  REFERENCE MARK
 EY2334'NO.2 IS ON N SIDE OF POINT, 2 METERS (7 FEET) FROM ROAD
 EY2334'RUNNING DOWN TO WATERS EDGE AND 22.468 METERS (73.71 FEET)
 EY2334'FROM STATION S 74 DEG 53 MIN E.
 EY2334
 EY2334                          STATION RECOVERY (1948)
 EY2334
 EY2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2334'A THOROUGH SEARCH OF THE AREA WAS MADE BY TWO MEN FOR FOUR
 EY2334'HOURS.  NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND.
 EY2334'
 EY2334'IT IS RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
 EY2334
 EY2334                          STATION RECOVERY (1990)
 EY2334
 EY2334'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTE)
 EY2334'MARK NOT FOUND.
 EY2334
 EY2334                          STATION RECOVERY (2005)
 EY2334
 EY2334'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2673 ***********************************************************************
 EY2673  DESIGNATION -  BRIDGE
 EY2673  PID         -  EY2673
 EY2673  STATE/COUNTY-  NC/DUPLIN
 EY2673  USGS QUAD   -  SEVEN SPRINGS (1980)
 EY2673
 EY2673                         *CURRENT SURVEY CONTROL
 EY2673  ___________________________________________________________________
 EY2673* NAD 83(2001)-  35 08 35.94108(N)    077 51 45.20596(W)     ADJUSTED  
 EY2673* NAVD 88     -        27.1    (meters)      89.     (feet)  VERTCON   
 EY2673  ___________________________________________________________________
 EY2673  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EY2673  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY2673  HORZ ORDER  -  SECOND
 EY2673
 EY2673.The horizontal coordinates were established by classical geodetic methods
 EY2673.and adjusted by the National Geodetic Survey in August 2005.
 EY2673
 EY2673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2673
 EY2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2673
 EY2673.The geoid height was determined by GEOID03.
 EY2673
 EY2673;                    North         East     Units Scale Factor Converg.
 EY2673;SPC NC       -   155,154.302   713,239.631   MT  0.99987437   +0 39 23.4
 EY2673;SPC NC       -   509,035.41  2,340,020.36   sFT  0.99987437   +0 39 23.4
 EY2673;UTM  18      - 3,892,688.452   239,206.287   MT  1.00043830   -1 38 55.3
 EY2673
 EY2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2673!SPC NC       -   1.00000135  x   0.99987437  =   0.99987572
 EY2673!UTM  18      -   1.00000135  x   1.00043830  =   1.00043965
 EY2673
 EY2673:                Primary Azimuth Mark                     Grid Az
 EY2673:SPC NC       -  OUTLAW                                   109 49 24.8
 EY2673:UTM  18      -  OUTLAW                                   112 07 43.5
 EY2673
 EY2673|---------------------------------------------------------------------|
 EY2673| PID    Reference Object                     Distance      Geod. Az  |
 EY2673|                                                           dddmmss.s |
 EY2673| EY2670 OUTLAW                              APPROX. 1.2 KM 1102848.2 |
 EY2673|---------------------------------------------------------------------|
 EY2673
 EY2673                          SUPERSEDED SURVEY CONTROL
 EY2673
 EY2673  NAD 83(1986)-  35 08 35.95081(N)    077 51 45.21511(W) AD(       ) 2
 EY2673  NAD 27      -  35 08 35.35845(N)    077 51 46.27828(W) AD(       ) 2
 EY2673  NGVD 29 (07/19/86)   27.4    (m)           90.     (f) VERT ANG    3  
 EY2673
 EY2673.Superseded values are not recommended for survey control.
 EY2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2673.See file dsdata.txt to determine how the superseded data were derived.
 EY2673
 EY2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3920692688(NAD 83)
 EY2673_MARKER: DE = TRAVERSE STATION DISK
 EY2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2673+STABILITY: SURFACE MOTION
 EY2673
 EY2673  HISTORY     - Date     Condition        Report By
 EY2673  HISTORY     - 1976     MONUMENTED       NCGS
 EY2673
 EY2673                          STATION DESCRIPTION
 EY2673
 EY2673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2673'THE STATION IS LOCATED APPROXIMATELY 5.8 MILES SOUTH OF SEVEN SPRINGS
 EY2673'(WAYNE CO.) AND 9.0 MILES NORTHWEST OF PINK HILL (LENOIR CO.).
 EY2673'
 EY2673'TO REACH STATION FROM THE INTERSECTION OF NC 111 AND SR 1002 AT
 EY2673'ALBERTSON POST OFFICE, PROCEED NORTHWEST ALONG NC 111 FOR 3.3 MILES TO
 EY2673'STATION ON THE LEFT IN SHOULDER NEAR A BOX CULVEXRT.
 EY2673'
 EY2673'STATION MARK IS A STANDARD DISK STAMPED---BRIDGE 1976---, SET IN THE
 EY2673'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EY2673'MARK IS 18.6 FEET SOUTHWEST OF THE CENTERLINE OF NC 111, 47.4 FEET
 EY2673'SOUTHEAST OF SOUTHWEST END OF BOX CULVERT, 59.0 FEET SOUTH OF
 EY2673'SOUTHEAST END OF BOX CULVERT, 29.6 FEET NORTH OF A 15 INCH GUM WITH
 EY2673'REFERENCE TAG AND 22.3 FEET NORTHEAST OF AN 18 INCH BIRCH WITH
 EY2673'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2788 ***********************************************************************
 EY2788  DESIGNATION -  BRIDGE
 EY2788  PID         -  EY2788
 EY2788  STATE/COUNTY-  NC/LENOIR
 EY2788  USGS QUAD   -  LA GRANGE (1983)
 EY2788
 EY2788                         *CURRENT SURVEY CONTROL
 EY2788  ___________________________________________________________________
 EY2788* NAD 83(2001)-  35 17 20.67399(N)    077 47 12.81544(W)     ADJUSTED  
 EY2788* NAVD 88     -        39.3    (meters)     129.     (feet)  VERT ANG  
 EY2788  ___________________________________________________________________
 EY2788  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 EY2788  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 EY2788  HORZ ORDER  -  SECOND
 EY2788
 EY2788.The horizontal coordinates were established by classical geodetic methods
 EY2788.and adjusted by the National Geodetic Survey in August 2005.
 EY2788
 EY2788.The orthometric height was determined by vertical angle observations.
 EY2788
 EY2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2788
 EY2788.The geoid height was determined by GEOID03.
 EY2788
 EY2788;                    North         East     Units Scale Factor Converg.
 EY2788;SPC NC       -   171,403.843   719,935.861   MT  0.99987280   +0 42 00.6
 EY2788;SPC NC       -   562,347.44  2,361,989.57   sFT  0.99987280   +0 42 00.6
 EY2788;UTM  18      - 3,908,663.781   246,555.492   MT  1.00039168   -1 36 39.1
 EY2788
 EY2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2788!SPC NC       -   0.99999942  x   0.99987280  =   0.99987222
 EY2788!UTM  18      -   0.99999942  x   1.00039168  =   1.00039110
 EY2788
 EY2788:                Primary Azimuth Mark                     Grid Az
 EY2788:SPC NC       -  BANK                                     275 55 39.6
 EY2788:UTM  18      -  BANK                                     278 14 19.3
 EY2788
 EY2788|---------------------------------------------------------------------|
 EY2788| PID    Reference Object                     Distance      Geod. Az  |
 EY2788|                                                           dddmmss.s |
 EY2788| EY2789 BANK                                APPROX. 0.8 KM 2763740.2 |
 EY2788|---------------------------------------------------------------------|
 EY2788
 EY2788                          SUPERSEDED SURVEY CONTROL
 EY2788
 EY2788  NAD 83(1986)-  35 17 20.68235(N)    077 47 12.82696(W) AD(       ) 2
 EY2788  NAD 27      -  35 17 20.09525(N)    077 47 13.90729(W) AD(       ) 2
 EY2788  NGVD 29 (07/19/86)   39.6    (m)          130.     (f) VERT ANG    3  
 EY2788
 EY2788.Superseded values are not recommended for survey control.
 EY2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2788.See file dsdata.txt to determine how the superseded data were derived.
 EY2788
 EY2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4655508664(NAD 83)
 EY2788_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2788_STAMPING: BRIDGE 1976
 EY2788_MARK LOGO: NCGS  
 EY2788_PROJECTION: FLUSH
 EY2788_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2788+STABILITY: SURFACE MOTION
 EY2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2788+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 EY2788
 EY2788  HISTORY     - Date     Condition        Report By
 EY2788  HISTORY     - 1976     MONUMENTED       NCGS
 EY2788  HISTORY     - 1985     GOOD             USPSQD
 EY2788  HISTORY     - 19901210 GOOD             NCGS
 EY2788  HISTORY     - 19910320 GOOD             USPSQD
 EY2788  HISTORY     - 20050303 GOOD             USPSQD
 EY2788  HISTORY     - 20050510 GOOD             USPSQD
 EY2788
 EY2788                          STATION DESCRIPTION
 EY2788
 EY2788'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2788'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EY2788'APPROXIMATELY 1.0 MILE SOUTH OF LA GRANGE, NORTH CAROLINA AT THE
 EY2788'NC 903 OVERPASS OF U.S. 70 SOUTH OF LA GRANGE IN SHOULDER AT
 EY2788'NORTHEAST END OF BRIDGE.
 EY2788'
 EY2788'STATION MARK IS A STANDARD BRASS DISK, STAMPED BRIDGE 1976, SET
 EY2788'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES
 EY2788'BELOW THE SURFACE OF THE GROUND.
 EY2788'
 EY2788'MARK IS 32.7 FT E OF C/L OF NC 903
 EY2788'
 EY2788'16.1 FT NW OF NORTHEAST END OF EAST BRIDGE RAIL
 EY2788'
 EY2788'111.7 FT S OF A U.S. 70 W SIGN POST WITH ALUMINUM REF. TAG
 EY2788'
 EY2788'7.9 FT NW OF A DRAIN OPENING
 EY2788
 EY2788                          STATION RECOVERY (1985)
 EY2788
 EY2788'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY2788'BRIDGE 1976 FOUND GOOD.
 EY2788'APPROX 4 INCHES BELOW SURFACE.
 EY2788
 EY2788                          STATION RECOVERY (1990)
 EY2788
 EY2788'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY2788'RECOVERED AS DESCRIBED. THE US 70 SIGN POST WITH A REFERENCE TAG HAS
 EY2788'BEEN REMOVED. THE LINES OF SIGHT TO STATIONS BANK AND APPERSON,
 EY2788'ESTABLISHED IN 1976, ARE BLOCKED.
 EY2788
 EY2788                          STATION RECOVERY (1991)
 EY2788
 EY2788'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2788'RECOVERED IN GOOD CONDITION.
 EY2788
 EY2788                          STATION RECOVERY (2005)
 EY2788
 EY2788'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2788'RECOVERED IN GOOD CONDITION.
 EY2788
 EY2788                          STATION RECOVERY (2005)
 EY2788
 EY2788'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EY2788'N 35 17.345
 EY2788'W 077 47.212
 EY2788' 
 EY2788' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2421 ***********************************************************************
 FY2421  DESIGNATION -  BRIDGE
 FY2421  PID         -  FY2421
 FY2421  STATE/COUNTY-  NC/ROCKINGHAM
 FY2421  USGS QUAD   -  MAYODAN (1977)
 FY2421
 FY2421                         *CURRENT SURVEY CONTROL
 FY2421  ___________________________________________________________________
 FY2421* NAD 83(2001)-  36 28 03.20000(N)    079 55 37.19300(W)     ADJUSTED  
 FY2421* NAVD 88     -       247.0    (meters)     810.     (feet)  VERTCON   
 FY2421  ___________________________________________________________________
 FY2421  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 FY2421  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 FY2421  HORZ ORDER  -  SECOND
 FY2421
 FY2421.The horizontal coordinates were established by classical geodetic methods
 FY2421.and adjusted by the National Geodetic Survey in August 2005.
 FY2421
 FY2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2421
 FY2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2421
 FY2421.The geoid height was determined by GEOID03.
 FY2421
 FY2421;                    North         East     Units Scale Factor Converg.
 FY2421;SPC NC       -   301,871.360   526,508.883   MT  1.00009789   -0 32 06.1
 FY2421;SPC NC       -   990,389.62  1,727,387.89   sFT  1.00009789   -0 32 06.1
 FY2421;UTM  17      - 4,036,344.300   596,134.711   MT  0.99971386   +0 38 16.1
 FY2421
 FY2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2421!SPC NC       -   0.99996639  x   1.00009789  =   1.00006427
 FY2421!UTM  17      -   0.99996639  x   0.99971386  =   0.99968026
 FY2421
 FY2421:                Primary Azimuth Mark                     Grid Az
 FY2421:SPC NC       -  JESSE                                    011 09 41.5
 FY2421:UTM  17      -  JESSE                                    009 59 19.3
 FY2421
 FY2421|---------------------------------------------------------------------|
 FY2421| PID    Reference Object                     Distance      Geod. Az  |
 FY2421|                                                           dddmmss.s |
 FY2421| FY2426 JESSE                               APPROX. 1.5 KM 0103735.4 |
 FY2421| FY2432 STONE                               382.066 METERS 12937     |
 FY2421|---------------------------------------------------------------------|
 FY2421
 FY2421                          SUPERSEDED SURVEY CONTROL
 FY2421
 FY2421  NAD 83(1993)-  36 28 03.20414(N)    079 55 37.19597(W) AD(       ) 2
 FY2421  NAD 83(1986)-  36 28 03.20867(N)    079 55 37.19573(W) AD(       ) 2
 FY2421  NAD 27      -  36 28 02.70837(N)    079 55 38.04424(W) AD(       ) 2
 FY2421  NGVD 29 (07/19/86)  247.2    (m)          811.     (f) VERT ANG    3  
 FY2421
 FY2421.Superseded values are not recommended for survey control.
 FY2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2421.See file dsdata.txt to determine how the superseded data were derived.
 FY2421
 FY2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9613536344(NAD 83)
 FY2421_MARKER: DE = TRAVERSE STATION DISK
 FY2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2421_STAMPING: BRIDGE 1969
 FY2421_MARK LOGO: NCGS  
 FY2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2421+STABILITY: SURFACE MOTION
 FY2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2421+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 FY2421
 FY2421  HISTORY     - Date     Condition        Report By
 FY2421  HISTORY     - 1969     MONUMENTED       NCGS
 FY2421  HISTORY     - 20031031 GOOD             USPSQD
 FY2421
 FY2421                          STATION DESCRIPTION
 FY2421
 FY2421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2421'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2421'THE VICINITY OF STONEVILLE, NORTH CAROLINA.
 FY2421'
 FY2421'BRIDGE IS LOCATED APPROXIMATELY 1.1 MILES WEST OF STONEVILLE.  TO
 FY2421'REACH STATION PROCEED FROM THE INTERSECTION OF NC 770 AND U.S.
 FY2421'220 BUSINESS IN STONEVILLE, GO WEST ON NC 770 FOR 1.35 MILES TO
 FY2421'BRIDGE OVER U.S. 220 BYPASS.  STATION IS AT THE SOUTHWEST CORNER
 FY2421'OF THE BRIDGE.
 FY2421'
 FY2421'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2421'BRIDGE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2421'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2421'
 FY2421'MARK IS 79.3 FT ESE OF E NC 770 SIGN POST AND WITH ALUMINUM
 FY2421'REF. TAG
 FY2421'
 FY2421'8.6 FT SE OF REFLECTOR SIGN, WITH ALUMINUM REF. TAG
 FY2421'
 FY2421'5.1 FT SW OF PAINTED TRIANGLE ON END OF BRIDGE RAIL
 FY2421'
 FY2421'4.2 FT SSW OF END POST OF GUARD RAIL
 FY2421'
 FY2421'20.0 FT S OF C/L OF NC 770
 FY2421
 FY2421                          STATION RECOVERY (2003)
 FY2421
 FY2421'RECOVERY NOTE BY US POWER SQUADRON 2003 (CSB)
 FY2421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1713 ***********************************************************************
 FZ1713  DESIGNATION -  BRIDGE
 FZ1713  PID         -  FZ1713
 FZ1713  STATE/COUNTY-  NC/SURRY
 FZ1713  USGS QUAD   -  PILOT MOUNTAIN (1977)
 FZ1713
 FZ1713                         *CURRENT SURVEY CONTROL
 FZ1713  ___________________________________________________________________
 FZ1713* NAD 83(2001)-  36 23 19.82040(N)    080 29 24.50087(W)     ADJUSTED  
 FZ1713* NAVD 88     -       315.9    (meters)    1036.     (feet)  VERTCON   
 FZ1713  ___________________________________________________________________
 FZ1713  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FZ1713  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 FZ1713  HORZ ORDER  -  SECOND
 FZ1713
 FZ1713.The horizontal coordinates were established by classical geodetic methods
 FZ1713.and adjusted by the National Geodetic Survey in August 2005.
 FZ1713
 FZ1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1713
 FZ1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1713
 FZ1713.The geoid height was determined by GEOID03.
 FZ1713
 FZ1713;                    North         East     Units Scale Factor Converg.
 FZ1713;SPC NC       -   293,751.213   475,903.156   MT  1.00006959   -0 51 36.2
 FZ1713;SPC NC       -   963,748.77  1,561,358.94   sFT  1.00006959   -0 51 36.2
 FZ1713;UTM  17      - 4,027,198.487   545,726.086   MT  0.99962576   +0 18 09.0
 FZ1713
 FZ1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1713!SPC NC       -   0.99995567  x   1.00006959  =   1.00002525
 FZ1713!UTM  17      -   0.99995567  x   0.99962576  =   0.99958144
 FZ1713
 FZ1713:                Primary Azimuth Mark                     Grid Az
 FZ1713:SPC NC       -  ELKIN                                    171 43 40.8
 FZ1713:UTM  17      -  ELKIN                                    170 33 55.6
 FZ1713
 FZ1713|---------------------------------------------------------------------|
 FZ1713| PID    Reference Object                     Distance      Geod. Az  |
 FZ1713|                                                           dddmmss.s |
 FZ1713| FZ1714 ELKIN                               APPROX. 1.5 KM 1705204.6 |
 FZ1713|---------------------------------------------------------------------|
 FZ1713
 FZ1713                          SUPERSEDED SURVEY CONTROL
 FZ1713
 FZ1713  NAD 83(1986)-  36 23 19.82720(N)    080 29 24.50715(W) AD(       ) 2
 FZ1713  NAD 83(1993)-  36 23 19.82966(N)    080 29 24.50997(W) AD(       ) 2
 FZ1713  NAD 83(1986)-  36 23 19.83166(N)    080 29 24.50786(W) AD(       ) 2
 FZ1713  NAD 27      -  36 23 19.33989(N)    080 29 25.29095(W) AD(       ) 2
 FZ1713  NGVD 29 (07/19/86)  316.1    (m)         1037.     (f) VERT ANG    3  
 FZ1713
 FZ1713.Superseded values are not recommended for survey control.
 FZ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1713.See file dsdata.txt to determine how the superseded data were derived.
 FZ1713
 FZ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4572627198(NAD 83)
 FZ1713_MARKER: DE = TRAVERSE STATION DISK
 FZ1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1713_STAMPING: BRIDGE 1968
 FZ1713_MARK LOGO: NCGS  
 FZ1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1713+STABILITY: SURFACE MOTION
 FZ1713
 FZ1713  HISTORY     - Date     Condition        Report By
 FZ1713  HISTORY     - 1967     MONUMENTED       NCGS
 FZ1713  HISTORY     - 19860101 GOOD             NCGS
 FZ1713
 FZ1713                          STATION DESCRIPTION
 FZ1713
 FZ1713'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FZ1713'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1713'IN THE VICINITY OF U.S. 52 BETWEEN MT. AIRY AND WINSTON SALEM,
 FZ1713'NORTH CAROLINA.
 FZ1713'
 FZ1713'BRIDGE IS LOCATED APPROXIMATELY 1.0 MILE WNW OF PILOT
 FZ1713'MOUNTAIN.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FZ1713'NC 268 WITH U.S. 52, GO NORTHWEST ON U.S. 52 FOR 0.9 MILE TO
 FZ1713'STATION.  WHICH IS ON THE WEST SHOULDER OF SOUTH BOUND LANE,
 FZ1713'AND 1.5 MILES SOUTHEAST OF INTERSECTION OF SR 1815 (COOK
 FZ1713'SCHOOL RD.) WITH U.S. 52.
 FZ1713'
 FZ1713'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1713'BRIDGE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1713'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1713'
 FZ1713'MARK IS 18.8 FT W OF C/L OF U.S. 52 S BOUND LANE
 FZ1713'
 FZ1713'135.7 FT N OF W CONCRETE BRIDGE SUPPORT WITH YELLOW PAINTED TRIANGLE
 FZ1713'
 FZ1713'135.0 FT NW OF CONCRETE BRIDGE SUPPORT IN MEDIAN
 FZ1713'
 FZ1713'114.3 FT NW OF CENTER CONCRETE CATCH BASIN COVER
 FZ1713
 FZ1713                          STATION RECOVERY (1986)
 FZ1713
 FZ1713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1713'RECOVERED AS DESCRIBED. MARK IS LEVEL WITH ROAD AND LOCATED 35.2 M
 FZ1713'(115.5 FT) NORTHWEST OF CENTER OF CONCRETE CATCH BASIN COVER, AND 16.8
 FZ1713'M (55.1 FT) SOUTHEAST OF A 36-INCH TRIPLE TRUNK ELM WITH REFERENCE
 FZ1713'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1861 ***********************************************************************
 FZ1861  DESIGNATION -  BRIDGE
 FZ1861  PID         -  FZ1861
 FZ1861  STATE/COUNTY-  NC/YADKIN
 FZ1861  USGS QUAD   -  ELKIN SOUTH (1971)
 FZ1861
 FZ1861                         *CURRENT SURVEY CONTROL
 FZ1861  ___________________________________________________________________
 FZ1861* NAD 83(2001)-  36 14 20.83851(N)    080 49 04.42841(W)     ADJUSTED  
 FZ1861* NAVD 88     -       302.612  (meters)     992.82   (feet)  ADJUSTED  
 FZ1861  ___________________________________________________________________
 FZ1861  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FZ1861  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 FZ1861  DYNAMIC HT  -         302.327 (meters)     991.88  (feet)  COMP
 FZ1861  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 FZ1861
 FZ1861  HORZ ORDER  -  SECOND
 FZ1861  VERT ORDER  -  SECOND    CLASS II
 FZ1861
 FZ1861.The horizontal coordinates were established by classical geodetic methods
 FZ1861.and adjusted by the National Geodetic Survey in August 2005.
 FZ1861
 FZ1861.The orthometric height was determined by differential leveling
 FZ1861.and adjusted in December 2004.
 FZ1861.No vertical observational check was made to the station.
 FZ1861
 FZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1861
 FZ1861.The geoid height was determined by GEOID03.
 FZ1861
 FZ1861.The dynamic height is computed by dividing the NAVD 88
 FZ1861.geopotential number by the normal gravity value computed on the
 FZ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ1861.degrees latitude (g = 980.6199 gals.).
 FZ1861
 FZ1861.The modeled gravity was interpolated from observed gravity values.
 FZ1861
 FZ1861;                    North         East     Units Scale Factor Converg.
 FZ1861;SPC NC       -   277,629.882   446,194.889   MT  1.00002103   -1 02 57.2
 FZ1861;SPC NC       -   910,857.37  1,463,891.06   sFT  1.00002103   -1 02 57.2
 FZ1861;UTM  17      - 4,010,486.459   516,362.848   MT  0.99960330   +0 06 27.5
 FZ1861
 FZ1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1861!SPC NC       -   0.99995776  x   1.00002103  =   0.99997879
 FZ1861!UTM  17      -   0.99995776  x   0.99960330  =   0.99956108
 FZ1861
 FZ1861|---------------------------------------------------------------------|
 FZ1861| PID    Reference Object                     Distance      Geod. Az  |
 FZ1861|                                                           dddmmss.s |
 FZ1861| FZ1860 POINTER                             263.062 METERS 16109     |
 FZ1861| FZ2636 ARLINGTON WATER TANK                APPROX. 2.4 KM 2112542.2 |
 FZ1861| FZ1883 MEDIAN                              APPROX. 1.9 KM 3475625.5 |
 FZ1861|---------------------------------------------------------------------|
 FZ1861
 FZ1861                          SUPERSEDED SURVEY CONTROL
 FZ1861
 FZ1861  NAD 83(1993)-  36 14 20.84383(N)    080 49 04.43561(W) AD(       ) 2
 FZ1861  NAD 83(1986)-  36 14 20.84803(N)    080 49 04.43305(W) AD(       ) 2
 FZ1861  NAD 27      -  36 14 20.35987(N)    080 49 05.18399(W) AD(       ) 2
 FZ1861  NGVD 29 (07/19/86)  302.89   (m)          993.7    (f) LEVELING    3  
 FZ1861
 FZ1861.Superseded values are not recommended for survey control.
 FZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1861.See file dsdata.txt to determine how the superseded data were derived.
 FZ1861
 FZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1636310486(NAD 83)
 FZ1861_MARKER: DE = TRAVERSE STATION DISK
 FZ1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1861_SP_SET: CONCRETE POST
 FZ1861_STAMPING: BRIDGE 1970
 FZ1861_MARK LOGO: NCGS  
 FZ1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1861+STABILITY: SURFACE MOTION
 FZ1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1861+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2007
 FZ1861
 FZ1861  HISTORY     - Date     Condition        Report By
 FZ1861  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1861  HISTORY     - 1970     GOOD             NCGS
 FZ1861  HISTORY     - 1984     GOOD             NCGS
 FZ1861  HISTORY     - 19920602 GOOD             NCGS
 FZ1861  HISTORY     - 19990615 GOOD             NCGS
 FZ1861  HISTORY     - 20071005 GOOD             GEOCAC
 FZ1861
 FZ1861                          STATION DESCRIPTION
 FZ1861
 FZ1861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1861'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1861'VICINITY OF ARLINGTON, NORTH CAROLINA.
 FZ1861'
 FZ1861'BRIDGE IS LOCATED APPROXIMATELY 1.2 MILES NNE OF ARLINGTON AND 1.4
 FZ1861'MILES ENE OF JONESVILLE.  STATION IS AT THE SOUTHEAST CORNER OF THE
 FZ1861'BRIDGE ON I-77 OVER NC 67 NEAR THE TOWN OF JONESVILLE.
 FZ1861'
 FZ1861'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIDGE
 FZ1861'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FZ1861'INCH BELOW THE SURFACE OF THE GROUND.
 FZ1861'
 FZ1861'MARK IS
 FZ1861'17.6 FEET W OF C/L OF S BOUND LANE OF I-77.
 FZ1861'1.4 FEET SW OF END OF BRIDGE RAIL BASE OF SW END OF S BOUND LANE.
 FZ1861'8.1 FEET NE OF TOP OF END GUARD RAIL POST.
 FZ1861'88.0 FEET E OF PP.
 FZ1861
 FZ1861                          STATION RECOVERY (1970)
 FZ1861
 FZ1861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970
 FZ1861'RECOVERED IN GOOD CONDITION.
 FZ1861
 FZ1861                          STATION RECOVERY (1984)
 FZ1861
 FZ1861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ1861'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1861'ALL MARKS WERE IN GOOD CONDITION AS DESCRIBED.
 FZ1861'
 FZ1861'MARK IS NCGS STATION.
 FZ1861
 FZ1861                          STATION RECOVERY (1992)
 FZ1861
 FZ1861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1861'RECOVERED IN GOOD CONDITION.
 FZ1861
 FZ1861                          STATION RECOVERY (1999)
 FZ1861
 FZ1861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FZ1861'RECOVERED AS DESCRIBED.
 FZ1861
 FZ1861                          STATION RECOVERY (2007)
 FZ1861
 FZ1861'RECOVERY NOTE BY GEOCACHING 2007 (DEB)
 FZ1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2772 ***********************************************************************
 FY2772  DESIGNATION -  BRIDGE
 FY2772  PID         -  FY2772
 FY2772  STATE/COUNTY-  NC/VANCE
 FY2772  USGS QUAD   -  VICKSBORO (1970)
 FY2772
 FY2772                         *CURRENT SURVEY CONTROL
 FY2772  ___________________________________________________________________
 FY2772* NAD 83(2001)-  36 21 03.41717(N)    078 21 46.50300(W)     ADJUSTED  
 FY2772* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 FY2772  ___________________________________________________________________
 FY2772  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 FY2772  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 FY2772  HORZ ORDER  -  SECOND
 FY2772
 FY2772.The horizontal coordinates were established by classical geodetic methods
 FY2772.and adjusted by the National Geodetic Survey in August 2005.
 FY2772
 FY2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2772
 FY2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2772
 FY2772.The geoid height was determined by GEOID03.
 FY2772
 FY2772;                    North         East     Units Scale Factor Converg.
 FY2772;SPC NC       -   288,726.499   666,790.189   MT  1.00005665   +0 22 03.7
 FY2772;SPC NC       -   947,263.52  2,187,627.48   sFT  1.00005665   +0 22 03.7
 FY2772;UTM  17      - 4,026,104.204   736,641.513   MT  1.00029001   +1 33 49.7
 FY2772
 FY2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2772!SPC NC       -   0.99997955  x   1.00005665  =   1.00003620
 FY2772!UTM  17      -   0.99997955  x   1.00029001  =   1.00026955
 FY2772
 FY2772:                Primary Azimuth Mark                     Grid Az
 FY2772:SPC NC       -  JUNCTION                                 003 20 31.7
 FY2772:UTM  17      -  JUNCTION                                 002 08 45.7
 FY2772
 FY2772|---------------------------------------------------------------------|
 FY2772| PID    Reference Object                     Distance      Geod. Az  |
 FY2772|                                                           dddmmss.s |
 FY2772| FY2783 JUNCTION                            APPROX. 1.5 KM 0034235.4 |
 FY2772| FY2793 YIELD                               407.820 METERS 1890612.7 |
 FY2772|---------------------------------------------------------------------|
 FY2772
 FY2772                          SUPERSEDED SURVEY CONTROL
 FY2772
 FY2772  NAD 83(1993)-  36 21 03.41879(N)    078 21 46.50374(W) AD(       ) 2
 FY2772  NAD 83(1986)-  36 21 03.41627(N)    078 21 46.51264(W) AD(       ) 2
 FY2772  NAD 27      -  36 21 02.89229(N)    078 21 47.52233(W) AD(       ) 2
 FY2772  NGVD 29 (07/19/86)  163.4    (m)          536.     (f) VERT ANG    3  
 FY2772
 FY2772.Superseded values are not recommended for survey control.
 FY2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2772.See file dsdata.txt to determine how the superseded data were derived.
 FY2772
 FY2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3664226104(NAD 83)
 FY2772_MARKER: DE = TRAVERSE STATION DISK
 FY2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2772_STAMPING: BRIDGE 1969
 FY2772_MARK LOGO: NCGS  
 FY2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2772+STABILITY: SURFACE MOTION
 FY2772
 FY2772  HISTORY     - Date     Condition        Report By
 FY2772  HISTORY     - 1969     MONUMENTED       NCGS
 FY2772  HISTORY     - 1985     GOOD             USPSQD
 FY2772
 FY2772                          STATION DESCRIPTION
 FY2772
 FY2772'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2772'BRIDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2772'IN THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2772'
 FY2772'BRIDGE IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF
 FY2772'HENDERSON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY2772'U.S. 1 BYPASS WITH U.S. 1 BUSINESS, GO SOUTH ON U.S. 1 BYPASS
 FY2772'FOR 0.9 MILE TO BRIDGE OVER RAILROAD, AND STATION.  WHICH IS ON
 FY2772'THE SOUTHWEST SHOULDER OF U.S. 1 BYPASS.
 FY2772'
 FY2772'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2772'BRIDGE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2772'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2772'
 FY2772'MARK IS
 FY2772'
 FY2772'23.0 FT W OF C/L OF U.S. 1 BYPASS.
 FY2772'
 FY2772'78.2 FT SW OF BRIDGE WARNING POST ON E SIDE OF ROAD, AND WITH
 FY2772'ALUMINUM REF. TAG.
 FY2772'
 FY2772'32.9 FT S OF BRIDGE WARNING POST ON W SIDE OF ROAD, AND WITH
 FY2772'ALUMINUM REF. TAG.
 FY2772'
 FY2772'73.8 FT SE OF TP ON W SIDE OF BRIDGE OVER RAILROAD, AND WITH
 FY2772'ALUMINUM REF. TAG.
 FY2772
 FY2772                          STATION RECOVERY (1985)
 FY2772
 FY2772'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS)
 FY2772'BRIDGE 1969 FOUND GOOD.
 FY2772'
 FY2772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2439 ***********************************************************************
 DD2439  DESIGNATION -  BRIDGE
 DD2439  PID         -  DD2439
 DD2439  STATE/COUNTY-  NC/BRUNSWICK
 DD2439  USGS QUAD   -  SOUTHPORT (1990)
 DD2439
 DD2439                         *CURRENT SURVEY CONTROL
 DD2439  ___________________________________________________________________
 DD2439* NAD 83(2001)-  33 55 20.03038(N)    078 04 17.26344(W)     ADJUSTED  
 DD2439* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 DD2439  ___________________________________________________________________
 DD2439  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 DD2439  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 DD2439  HORZ ORDER  -  THIRD
 DD2439
 DD2439.The horizontal coordinates were established by classical geodetic methods
 DD2439.and adjusted by the National Geodetic Survey in August 2005.
 DD2439
 DD2439.The orthometric height was scaled from a topographic map.
 DD2439
 DD2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2439
 DD2439.The geoid height was determined by GEOID03.
 DD2439
 DD2439;                    North         East     Units Scale Factor Converg.
 DD2439;SPC NC       -    19,508.681   695,472.791   MT  1.00013917   +0 32 09.3
 DD2439;SPC NC       -    64,004.73  2,281,730.32   sFT  1.00013917   +0 32 09.3
 DD2439;UTM  17      - 3,757,396.402   770,735.142   MT  1.00050368   +1 38 07.1
 DD2439;UTM  18      - 3,757,782.983   216,047.226   MT  1.00059408   -1 42 54.8
 DD2439
 DD2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2439!SPC NC       -   1.00000555  x   1.00013917  =   1.00014472
 DD2439!UTM  17      -   1.00000555  x   1.00050368  =   1.00050923
 DD2439!UTM  18      -   1.00000555  x   1.00059408  =   1.00059963
 DD2439
 DD2439|---------------------------------------------------------------------|
 DD2439| PID    Reference Object                     Distance      Geod. Az  |
 DD2439|                                                           dddmmss.s |
 DD2439| DD4486 BRIDGE RM 1                          26.183 METERS 00641     |
 DD2439| DD2443 CREEK                               APPROX. 2.0 KM 0985309.6 |
 DD2439| DD2435 BEACON 11                           APPROX. 1.7 KM 1014331.3 |
 DD2439| DD2436 BEACON 17                           395.702 METERS 26521     |
 DD2439| DD2490 1 2 USE 1933                        378.442 METERS 27344     |
 DD2439| DD2489 1 USE 1933                           57.612 METERS 28938     |
 DD2439|---------------------------------------------------------------------|
 DD2439
 DD2439                          SUPERSEDED SURVEY CONTROL
 DD2439
 DD2439  NAD 83(1986)-  33 55 20.04094(N)    078 04 17.27322(W) AD(       ) 3
 DD2439  NAD 27      -  33 55 19.41300(N)    078 04 18.30300(W) AD(       ) 3
 DD2439
 DD2439.Superseded values are not recommended for survey control.
 DD2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2439.See file dsdata.txt to determine how the superseded data were derived.
 DD2439
 DD2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7073557396(NAD 83)
 DD2439_MARKER: DS = TRIANGULATION STATION DISK
 DD2439_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DD2439_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 DD2439
 DD2439  HISTORY     - Date     Condition        Report By
 DD2439  HISTORY     - 1933     MONUMENTED       CGS
 DD2439  HISTORY     - 1964     MARK NOT FOUND   CGS
 DD2439  HISTORY     - 20040610 MARK NOT FOUND   USPSQD
 DD2439
 DD2439                          STATION DESCRIPTION
 DD2439
 DD2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 DD2439'STATION IS LOCATED IN ELIZABETH RIVER VALLEY, 35 METERS E OF FORT
 DD2439'CASWELL ROAD AND 25 METERS N OF THE N BANK OF THE INTRACOASTAL
 DD2439'CANAL.  STATION AND REFERENCE MARKS ARE ON SPOIL FILL.
 DD2439'
 DD2439'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DD2439'CONCRETE AT THE CENTER OF THE TOPS OF TILES.
 DD2439'
 DD2439'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 DD2439
 DD2439                          STATION RECOVERY (1964)
 DD2439
 DD2439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 DD2439'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THIS STATION
 DD2439'BUT IT WAS NOT RECOVERED.
 DD2439
 DD2439                          STATION RECOVERY (2004)
 DD2439
 DD2439'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 DD2439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6005 ***********************************************************************
 AE6005  DESIGNATION -  BRIDGE
 AE6005  PID         -  AE6005
 AE6005  STATE/COUNTY-  NC/PAMLICO
 AE6005  USGS QUAD   -  BAYBORO (1983)
 AE6005
 AE6005                         *CURRENT SURVEY CONTROL
 AE6005  ___________________________________________________________________
 AE6005* NAD 83(2001)-  35 08 45.01511(N)    076 49 09.10941(W)     ADJUSTED  
 AE6005* NAVD 88     -         2.585  (meters)       8.48   (feet)  ADJUSTED  
 AE6005  ___________________________________________________________________
 AE6005  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AE6005  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AE6005  DYNAMIC HT  -           2.583 (meters)       8.47  (feet)  COMP
 AE6005  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 AE6005
 AE6005  HORZ ORDER  -  SECOND
 AE6005  VERT ORDER  -  SECOND    CLASS II
 AE6005
 AE6005.The horizontal coordinates were established by classical geodetic methods
 AE6005.and adjusted by the National Geodetic Survey in August 2005.
 AE6005
 AE6005.The orthometric height was determined by differential leveling
 AE6005.and adjusted in June 1998.
 AE6005
 AE6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6005
 AE6005.The geoid height was determined by GEOID03.
 AE6005
 AE6005.The dynamic height is computed by dividing the NAVD 88
 AE6005.geopotential number by the normal gravity value computed on the
 AE6005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6005.degrees latitude (g = 980.6199 gals.).
 AE6005
 AE6005.The modeled gravity was interpolated from observed gravity values.
 AE6005
 AE6005;                    North         East     Units Scale Factor Converg.
 AE6005;SPC NC       -   157,022.651   808,287.900   MT  0.99987429   +1 15 31.3
 AE6005;SPC NC       -   515,165.15  2,651,857.89   sFT  0.99987429   +1 15 31.3
 AE6005;UTM  18      - 3,890,730.874   334,280.860   MT  0.99993846   -1 02 50.9
 AE6005
 AE6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6005!SPC NC       -   1.00000546  x   0.99987429  =   0.99987975
 AE6005!UTM  18      -   1.00000546  x   0.99993846  =   0.99994392
 AE6005
 AE6005                          SUPERSEDED SURVEY CONTROL
 AE6005
 AE6005  NAD 83(1986)-  35 08 45.02547(N)    076 49 09.11931(W) AD(       ) 2
 AE6005  NGVD 29 (04/29/98)    2.91   (m)            9.5    (f) LEVELING    3  
 AE6005
 AE6005.Superseded values are not recommended for survey control.
 AE6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6005.See file dsdata.txt to determine how the superseded data were derived.
 AE6005
 AE6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3428190731(NAD 83)
 AE6005_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6005_STAMPING: BRIDGE 1984
 AE6005_MARK LOGO: NCGS  
 AE6005_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6005+STABILITY: SURFACE MOTION
 AE6005
 AE6005  HISTORY     - Date     Condition        Report By
 AE6005  HISTORY     - 1984     MONUMENTED       NCGS
 AE6005
 AE6005                          STATION DESCRIPTION
 AE6005
 AE6005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6005'STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) EAST OF GRANTSBORO. PROCEED
 AE6005'ALONG NC 55 FOR 1.85 KM (1.15 MI) EAST FROM NC 306 IN GRANTSBORO, OR
 AE6005'1.0 KM (0.60 MI) WEST OF THE ALLIANCE TOWN HALL, TO SR 1204, THENCE
 AE6005'EAST ALONG SR 1204 FOR 0.5 KM (0.30 MI) TO SR 1200, AND THE STATION IN
 AE6005'THE SOUTHEAST QUADRANT OF THE INTERSECTION. MARK IS RECESSED 3 INCHES
 AE6005'BELOW GROUND AND IS 1/2 FOOT LOWER THAN HIGHWAY. LOCATED 3.81 M (12.50
 AE6005'FT) NORTH OF THE CENTERLINE OF SR 1204, 28.9 M (94.8 FT) EAST OF THE
 AE6005'CENTERLINE INTERSECTION OF THE TWO ROADS, 24.18 M (79.33 FT)
 AE6005'EAST-NORTHEAST OF THE EAST END OF A SR CULVERT, 24.70 M (81.04 FT)
 AE6005'EAST OF THE EAST END OF A SR CULVERT, AND 69.15 M (226.87 FT) WEST OF
 AE6005'THE NORTHWEST END OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8233 ***********************************************************************
 AE8233  DESIGNATION -  BRIDGE
 AE8233  PID         -  AE8233
 AE8233  STATE/COUNTY-  NC/MONTGOMERY
 AE8233  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8233
 AE8233                         *CURRENT SURVEY CONTROL
 AE8233  ___________________________________________________________________
 AE8233* NAD 83(2007)-  35 13 15.54170(N)    080 00 22.00197(W)     ADJUSTED  
 AE8233* NAVD 88     -       133.8    (meters)     439.     (feet)  VERTCON   
 AE8233  ___________________________________________________________________
 AE8233  EPOCH DATE  -        2002.00
 AE8233  X           -     905,272.184 (meters)                     COMP
 AE8233  Y           -  -5,137,258.014 (meters)                     COMP
 AE8233  Z           -   3,657,982.057 (meters)                     COMP
 AE8233  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AE8233  ELLIP HEIGHT-         103.272 (meters)          (02/10/07) ADJUSTED
 AE8233  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AE8233
 AE8233  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8233  Type    PID    Designation                      North   East  Ellip
 AE8233  -------------------------------------------------------------------
 AE8233  NETWORK AE8233 BRIDGE                            0.59   0.57   1.16
 AE8233  -------------------------------------------------------------------
 AE8233
 AE8233.The horizontal coordinates were established by GPS observations
 AE8233.and adjusted by the National Geodetic Survey in February 2007.
 AE8233
 AE8233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8233.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8233.The horizontal coordinates are valid at the epoch date displayed above.
 AE8233.The epoch date for horizontal control is a decimal equivalence
 AE8233.of Year/Month/Day.
 AE8233
 AE8233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8233
 AE8233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8233
 AE8233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8233
 AE8233.The ellipsoidal height was determined by GPS observations
 AE8233.and is referenced to NAD 83.
 AE8233
 AE8233.The geoid height was determined by GEOID03.
 AE8233
 AE8233;                    North         East     Units Scale Factor Converg.
 AE8233;SPC NC       -   163,640.237   518,015.963   MT  0.99987274   -0 34 50.5
 AE8233;SPC NC       -   536,876.34  1,699,524.04   sFT  0.99987274   -0 34 50.5
 AE8233;UTM  17      - 3,898,002.254   590,450.984   MT  0.99970083   +0 34 23.7
 AE8233
 AE8233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8233!SPC NC       -   0.99998379  x   0.99987274  =   0.99985653
 AE8233!UTM  17      -   0.99998379  x   0.99970083  =   0.99968463
 AE8233
 AE8233                          SUPERSEDED SURVEY CONTROL
 AE8233
 AE8233  NAD 83(2001)-  35 13 15.54174(N)    080 00 22.00217(W) AD(       ) 1
 AE8233  ELLIP H (03/13/03)  103.281  (m)                       GP(       ) 4 2
 AE8233  NAD 83(1986)-  35 13 15.55296(N)    080 00 22.01383(W) AD(       ) 1
 AE8233  NGVD 29 (12/22/97)  134.1    (m)          440.     (f) GPS OBS     3  
 AE8233
 AE8233.Superseded values are not recommended for survey control.
 AE8233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8233.See file dsdata.txt to determine how the superseded data were derived.
 AE8233
 AE8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9045198002(NAD 83)
 AE8233_MARKER: DE = TRAVERSE STATION DISK
 AE8233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8233+WITH SETTING: PAVEMENT
 AE8233_SP_SET: WALKWAY OF BRIDGE
 AE8233_STAMPING: BRIDGE 1983
 AE8233_MARK LOGO: NCGS  
 AE8233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8233+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1996
 AE8233
 AE8233  HISTORY     - Date     Condition        Report By
 AE8233  HISTORY     - 1983     MONUMENTED       NCGS
 AE8233  HISTORY     - 19960508 GOOD             NCGS
 AE8233
 AE8233                          STATION DESCRIPTION
 AE8233
 AE8233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8233'STATION IS LOCATED IN MT. GILEAD AT THE NC 73 BRIDGE OVER THE SOUTHERN
 AE8233'RAILROAD. ALONG NC 73 FOR 0.3 KM (0.20 MI) NORTHWEST FROM NC 109, IN A
 AE8233'DRILLED HOLE IN THE BRIDGE WALKWAY, ON THE WEST SIDE OF THE BRIDGE,
 AE8233'ABOUT 1-FOOT HIGHER THAN THE HIGHWAY. LOCATED 7.3 M (24.0 FT)
 AE8233'NORTHEAST OF THE CENTERLINE OF NC 73, 0.8 M (2.6 FT) SOUTHWEST OF THE
 AE8233'BRIDGE RAIL, 9.3 M (30.5 FT) SOUTH-SOUTHEAST OF THE NORTHWEST END OF
 AE8233'THE BRIDGE--AND 16.0 M (52.5 FT) NORTH-NORTHWEST OF A POWER POLE (71),
 AE8233'11.2 M (36.7 FT) SOUTHEAST OF A POWER POLE (78)--BOTH WITH REFERENCE
 AE8233'TAGS.
 AE8233
 AE8233                          STATION RECOVERY (1996)
 AE8233
 AE8233'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AE8233'RECOVERED AS DESCRIBED. MARK IS ON THE EAST SIDE OF THE BRIDGE, NOT
 AE8233'WEST SIDE. LOCATED 55.2 FT (16.8 M) NORTH-NORTHWEST OF A POWER POLE
 AE8233'(AZ39R)WITH A LIGHT, AND 38.8 FT (11.8 M) SOUTHEAST OF A POWER POLE
 AE8233'(AZ40R)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4504 ***********************************************************************
 DG4504  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4504  DESIGNATION -  BRIDGE
 DG4504  PID         -  DG4504
 DG4504  STATE/COUNTY-  NC/PITT
 DG4504  USGS QUAD   -  GRIMESLAND (1979)
 DG4504
 DG4504                         *CURRENT SURVEY CONTROL
 DG4504  ___________________________________________________________________
 DG4504* NAD 83(2007)-  35 31 50.91404(N)    077 11 17.34674(W)     ADJUSTED  
 DG4504* NAVD 88     -        11.53   (meters)      37.8    (feet)  GPS OBS   
 DG4504  ___________________________________________________________________
 DG4504  EPOCH DATE  -        2002.00
 DG4504  X           -   1,152,303.589 (meters)                     COMP
 DG4504  Y           -  -5,067,032.972 (meters)                     COMP
 DG4504  Z           -   3,685,935.874 (meters)                     COMP
 DG4504  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DG4504  ELLIP HEIGHT-         -24.900 (meters)          (02/10/07) ADJUSTED
 DG4504  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 DG4504
 DG4504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4504  Type    PID    Designation                      North   East  Ellip
 DG4504  -------------------------------------------------------------------
 DG4504  NETWORK DG4504 BRIDGE                            0.73   0.55   1.41
 DG4504  -------------------------------------------------------------------
 DG4504
 DG4504.The horizontal coordinates were established by GPS observations
 DG4504.and adjusted by the National Geodetic Survey in February 2007.
 DG4504
 DG4504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4504.The horizontal coordinates are valid at the epoch date displayed above.
 DG4504.The epoch date for horizontal control is a decimal equivalence
 DG4504.of Year/Month/Day.
 DG4504
 DG4504.The orthometric height was determined by GPS observations and a
 DG4504.high-resolution geoid model.
 DG4504.The orthometric height was determined by GPS observations and a
 DG4504.high-resolution geoid model using precise GPS observation and
 DG4504.processing techniques.
 DG4504
 DG4504.Photographs are available for this station.
 DG4504
 DG4504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4504
 DG4504.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4504
 DG4504.The ellipsoidal height was determined by GPS observations
 DG4504.and is referenced to NAD 83.
 DG4504
 DG4504.The geoid height was determined by GEOID03.
 DG4504
 DG4504;                    North         East     Units Scale Factor Converg.
 DG4504;SPC NC       -   199,045.627   773,898.186   MT  0.99988441   +1 02 44.7
 DG4504;SPC NC       -   653,035.53  2,539,030.97   sFT  0.99988441   +1 02 44.7
 DG4504;UTM  18      - 3,934,112.566   301,609.745   MT  1.00008504   -1 16 19.3
 DG4504
 DG4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4504!SPC NC       -   1.00000391  x   0.99988441  =   0.99988832
 DG4504!UTM  18      -   1.00000391  x   1.00008504  =   1.00008895
 DG4504
 DG4504                          SUPERSEDED SURVEY CONTROL
 DG4504
 DG4504  NAD 83(1986)-  35 31 50.92554(N)    077 11 17.35680(W) AD(       ) 1
 DG4504  NAD 83(2001)-  35 31 50.91466(N)    077 11 17.34630(W) AD(       ) 1
 DG4504  ELLIP H (02/27/04)  -24.902  (m)                       GP(       ) 4 1
 DG4504
 DG4504.Superseded values are not recommended for survey control.
 DG4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4504.See file dsdata.txt to determine how the superseded data were derived.
 DG4504
 DG4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0161034113(NAD 83)
 DG4504_MARKER: DH = HORIZONTAL CONTROL DISK
 DG4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4504_STAMPING: BRIDGE 2003
 DG4504_MARK LOGO: NCGS  
 DG4504_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4504+STABILITY: SURFACE MOTION
 DG4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4504+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4504
 DG4504  HISTORY     - Date     Condition        Report By
 DG4504  HISTORY     - 2003     MONUMENTED       NCGS
 DG4504
 DG4504                          STATION DESCRIPTION
 DG4504
 DG4504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 DG4504'STATION IS LOCATED 12.1 MI (19.5 KM) EAST-SOUTHEAST OF GREENVILLE AND
 DG4504'1.7 MI (2.7 KM) SOUTH-SOUTHWEST OF BRYAN.
 DG4504'PROCEED ALONG NC 33 FOR 0.05 MI (0.08 KM) EAST FROM THE POST OFFICE IN
 DG4504'GRIMESLAND TO SR 1565 (SOUTH BEAUFORT ST/SOUTH GRIMESLAND BRIDGE RD),
 DG4504'THENCE ALONG SR 1565 SOUTHERLY FOR 2.45 MILES (3.94 KM) TO SR 1780
 DG4504'(BOYDS RD) AND THE STATION, IN THE NORTHEAST QUADRANT.
 DG4504'MARK IS ABOUT 2-FT HIGHER THAN THE INTERSECTION AND IS FLUSH WITH THE
 DG4504'GROUND.  LOCATED 54.4 FT (16.6 M) NORTHEAST OF THE CENTERLINE OF THE
 DG4504'INTERSECTION OF SR 1780/SR 1565 (PK NAIL), 46.3 FT (14.1 M)
 DG4504'NORTH-NORTHEAST OF THE CENTERLINE OF SR 1780, 40.5 FT (12.3 M)
 DG4504'EAST-NORTHEAST OF THE CENTERLINE OF SR 1565 AND 7.4 FT (2.3 M) SOUTH
 DG4504'OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3214 ***********************************************************************
 FB3214  DESIGNATION -  BRIDGE AZ MK
 FB3214  PID         -  FB3214
 FB3214  STATE/COUNTY-  NC/BUNCOMBE
 FB3214  USGS QUAD   -  ASHEVILLE (1991)
 FB3214
 FB3214                         *CURRENT SURVEY CONTROL
 FB3214  ___________________________________________________________________
 FB3214* NAD 83(2001)-  35 30 04.86616(N)    082 35 15.85414(W)     ADJUSTED  
 FB3214* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 FB3214  ___________________________________________________________________
 FB3214  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 FB3214  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FB3214  HORZ ORDER  -  SECOND
 FB3214
 FB3214.The horizontal coordinates were established by classical geodetic methods
 FB3214.and adjusted by the National Geodetic Survey in August 2005.
 FB3214
 FB3214.The orthometric height was scaled from a topographic map.
 FB3214
 FB3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3214
 FB3214.The geoid height was determined by GEOID03.
 FB3214
 FB3214;                    North         East     Units Scale Factor Converg.
 FB3214;SPC NC       -   200,159.058   284,202.699   MT  0.99988205   -2 04 14.6
 FB3214;SPC NC       -   656,688.51    932,421.69   sFT  0.99988205   -2 04 14.6
 FB3214;UTM  17      - 3,929,802.209   355,999.546   MT  0.99985554   -0 55 19.9
 FB3214
 FB3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3214!SPC NC       -   0.99990549  x   0.99988205  =   0.99978755
 FB3214!UTM  17      -   0.99990549  x   0.99985554  =   0.99976105
 FB3214
 FB3214                          SUPERSEDED SURVEY CONTROL
 FB3214
 FB3214  NAD 83(1995)-  35 30 04.86554(N)    082 35 15.85405(W) AD(       ) 2
 FB3214  NAD 83(1986)-  35 30 04.87097(N)    082 35 15.85143(W) AD(       ) 2
 FB3214  NAD 27      -  35 30 04.46562(N)    082 35 16.40452(W) AD(       ) 2
 FB3214
 FB3214.Superseded values are not recommended for survey control.
 FB3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3214.See file dsdata.txt to determine how the superseded data were derived.
 FB3214
 FB3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5600029802(NAD 83)
 FB3214_MARKER: DE = TRAVERSE STATION DISK
 FB3214_SETTING: 66 = SET IN ROCK OUTCROP
 FB3214_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FB3214_STAMPING: BRIDGS AZ. MARK 1973
 FB3214_MARK LOGO: NCGS  
 FB3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB3214+STABILITY: POSITION/ELEVATION WELL
 FB3214
 FB3214  HISTORY     - Date     Condition        Report By
 FB3214  HISTORY     - 1973     MONUMENTED       NCGS
 FB3214  HISTORY     - 1981     GOOD             NCGS
 FB3214  HISTORY     - 19950904 GOOD             USPSQD
 FB3214
 FB3214                          STATION DESCRIPTION
 FB3214
 FB3214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JCS)
 FB3214'BRIDGE AZIMUTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FB3214'ESTABLISHED IN THE VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3214'
 FB3214'BRIDGE AZIMUTH IS LOCATED APPROXIMATELY 6.8 MILES SSW OF
 FB3214'ASHEVILLE, AND 4.9 MILES SE OF ENKA.  TO REACH STATION FROM THE NC
 FB3214'191 OVERPASS OF I-26, PROCEED SOUTH ALONG NC 191 FOR 2.5 MILES TO
 FB3214'ACCESS ROAD TO BLUE RIDGE PARKWAY, ENTER THE ACCESS ROAD FOR 0.2
 FB3214'MILE TO THE PARKWAY, TURN LEFT AND CONTINUE EAST ALONG PARKWAY
 FB3214'FOR 0.4 MILE TO STATION ON LEFT IN A ROCK OUTCROP, ABOUT 0.25
 FB3214'MILE EAST OF CENTER OF PARKWAY BRIDGE OVER FRENCH BROAD
 FB3214'RIVER.
 FB3214'
 FB3214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB3214'BRIDGE AZ. MARK 1973, SET FLUSH IN DRILL HOLE IN A ROCK OUTCROP.
 FB3214'
 FB3214'MARK IS 23.8 FT NNW OF C/L PARKWAY
 FB3214'
 FB3214'100 FT ENE OF C/L POWER TRANSMISSION LINE
 FB3214'
 FB3214'61.3 FT SW OF 8 IN CHESTNUT OAK WITH ALUMINUM REF. TAG
 FB3214'
 FB3214'1466 FT ENE OF STATION BRIDGE
 FB3214
 FB3214                          STATION RECOVERY (1981)
 FB3214
 FB3214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3214'THE STATION WAS RECOVERED AT THIS DATE.
 FB3214'
 FB3214'MARK IS 29.0 FEET SOUTH OF A 8 INCH BIRCH.
 FB3214
 FB3214                          STATION RECOVERY (1995)
 FB3214
 FB3214'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB3214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2717 ***********************************************************************
 AH2717  DESIGNATION -  BRIDGE RM 1
 AH2717  PID         -  AH2717
 AH2717  STATE/COUNTY-  NC/LENOIR
 AH2717  USGS QUAD   -  LA GRANGE (1983)
 AH2717
 AH2717                         *CURRENT SURVEY CONTROL
 AH2717  ___________________________________________________________________
 AH2717* NAD 83(2001)-  35 17 20.13091(N)    077 47 12.61192(W)     ADJUSTED  
 AH2717* NAVD 88     -        39.7    (meters)     130.     (feet)  VERT ANG  
 AH2717  ___________________________________________________________________
 AH2717  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AH2717  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AH2717  HORZ ORDER  -  SECOND
 AH2717
 AH2717.The horizontal coordinates were established by classical geodetic methods
 AH2717.and adjusted by the National Geodetic Survey in August 2005.
 AH2717
 AH2717.The orthometric height was determined by vertical angle observations.
 AH2717
 AH2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2717
 AH2717.The geoid height was determined by GEOID03.
 AH2717
 AH2717;                    North         East     Units Scale Factor Converg.
 AH2717;SPC NC       -   171,387.173   719,941.207   MT  0.99987280   +0 42 00.7
 AH2717;SPC NC       -   562,292.75  2,362,007.11   sFT  0.99987280   +0 42 00.7
 AH2717;UTM  18      - 3,908,646.900   246,560.164   MT  1.00039165   -1 36 38.9
 AH2717
 AH2717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2717!SPC NC       -   0.99999936  x   0.99987280  =   0.99987216
 AH2717!UTM  18      -   0.99999936  x   1.00039165  =   1.00039101
 AH2717
 AH2717:                Primary Azimuth Mark                     Grid Az
 AH2717:SPC NC       -  BUCK                                     084 13 21.8
 AH2717:UTM  18      -  BUCK                                     086 32 01.4
 AH2717
 AH2717|---------------------------------------------------------------------|
 AH2717| PID    Reference Object                     Distance      Geod. Az  |
 AH2717|                                                           dddmmss.s |
 AH2717| AH2718 BUCK                                APPROX. 1.6 KM 0845522.5 |
 AH2717| AH2716 DILL                                488.431 METERS 2682456.8 |
 AH2717| EY2788 BRIDGE                               17.509 METERS 34255     |
 AH2717|---------------------------------------------------------------------|
 AH2717
 AH2717                          SUPERSEDED SURVEY CONTROL
 AH2717
 AH2717  NAD 83(1986)-  35 17 20.13928(N)    077 47 12.62341(W) AD(       ) 2
 AH2717
 AH2717.Superseded values are not recommended for survey control.
 AH2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2717.See file dsdata.txt to determine how the superseded data were derived.
 AH2717
 AH2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4656008647(NAD 83)
 AH2717_MARKER: DR = REFERENCE MARK DISK
 AH2717_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2717_SP_SET: CONCRETE BRIDGE FLOOR
 AH2717_STAMPING: BRIDGE NO. 1
 AH2717_MARK LOGO: NCGS  
 AH2717_PROJECTION: FLUSH
 AH2717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2717+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 AH2717
 AH2717  HISTORY     - Date     Condition        Report By
 AH2717  HISTORY     - 1991     MONUMENTED       NCGS
 AH2717  HISTORY     - 20050510 GOOD             USPSQD
 AH2717
 AH2717                          STATION DESCRIPTION
 AH2717
 AH2717'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2717'STATION IS LOCATED ABOUT 1.10 MI (1.77 KM) SOUTH OF LA GRANGE. AT THE
 AH2717'NC 903/US 70 OVERPASS, NEAR THE NORTH END, ON THE EAST SIDE OF BRIDGE.
 AH2717'MARK IS LEVEL WITH THE HIGHWAY. LOCATED 29.50 FT (8.99 M) EAST OF THE
 AH2717'CENTERLINE OF THE NORTH BOUND LANE OF NC 903, 2.30 FT (0.70 M) WEST OF
 AH2717'THE BRIDGE RAIL AND 41.50 FT (12.65 M) SOUTH-SOUTHWEST OF THE
 AH2717'NORTHEAST CORNER OF THE BRIDGE.
 AH2717
 AH2717                          STATION RECOVERY (2005)
 AH2717
 AH2717'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AH2717'N 35 17.337
 AH2717'W 077 47.210
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0442 ***********************************************************************
 EY0442  DESIGNATION -  BRIDGE RM=SWITCH RM
 EY0442  PID         -  EY0442
 EY0442  STATE/COUNTY-  NC/BEAUFORT
 EY0442  USGS QUAD   -  WASHINGTON (1983)
 EY0442
 EY0442                         *CURRENT SURVEY CONTROL
 EY0442  ___________________________________________________________________
 EY0442* NAD 83(1986)-  35 32 14.     (N)    077 02 45.     (W)     SCALED    
 EY0442* NAVD 88     -         0.045  (meters)       0.15   (feet)  POSTED    
 EY0442  ___________________________________________________________________
 EY0442  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 EY0442  DYNAMIC HT  -           0.050 (meters)       0.16  (feet)  COMP
 EY0442  MODELED GRAV-     979,759.2   (mgal)                       NAVD 88
 EY0442
 EY0442  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0442
 EY0442.The horizontal coordinates were scaled from a topographic map and have
 EY0442.an estimated accuracy of +/- 6 seconds.
 EY0442
 EY0442.The orthometric height was determined by differential leveling
 EY0442.and adjusted by the  in 1992.
 EY0442.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0442.rate of 1.1 thru 2.0 mm/km.
 EY0442
 EY0442.The geoid height was determined by GEOID03.
 EY0442
 EY0442.The dynamic height is computed by dividing the NAVD 88
 EY0442.geopotential number by the normal gravity value computed on the
 EY0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0442.degrees latitude (g = 980.6199 gals.).
 EY0442
 EY0442.The modeled gravity was interpolated from observed gravity values.
 EY0442
 EY0442;                    North         East    Units  Estimated Accuracy
 EY0442;SPC NC       -   200,000.      786,790.      MT  (+/- 180 meters Scaled)
 EY0442
 EY0442                          SUPERSEDED SURVEY CONTROL
 EY0442
 EY0442  NGVD 29 (??/??/92)    0.38   (m)            1.2    (f) COMPUTED    1 2
 EY0442
 EY0442.Superseded values are not recommended for survey control.
 EY0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0442.See file dsdata.txt to determine how the superseded data were derived.
 EY0442
 EY0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE145345(NAD 83)
 EY0442_MARKER: DR = REFERENCE MARK DISK
 EY0442_SETTING: 0 = UNSPECIFIED SETTING
 EY0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0442
 EY0442  HISTORY     - Date     Condition        Report By
 EY0442  HISTORY     - 1914     MONUMENTED       CGS
 EY0442  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0442  HISTORY     - 20040624 MARK NOT FOUND   USPSQD
 EY0442
 EY0442                          STATION DESCRIPTION
 EY0442
 EY0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0442'AT WASHINGTON.
 EY0442'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 EY0442'ON THIS DATE.  NEW DESCRIPTION - 1949-- THE BENCH MARK IS NEAR THE
 EY0442'NORTH END OF THE NORFOLK SOUTHERN RAILWAY BRIDGE ACROSS PAMLICO
 EY0442'RIVER, BETWEEN THE TRACT TO THE BRIDGE AND THE TRACK TO THE STATION,
 EY0442'67.2 FEET NORTHEAST OF THE BRIDGE ABUTMENT, 66 FEET SOUTHEAST
 EY0442'OF THE SWITCH CONTROL AND 44.2 FEET NORTH OF THE NORTH RAIL OF
 EY0442'THE TRACK TO THE BRIDGE.
 EY0442
 EY0442                          STATION RECOVERY (2004)
 EY0442
 EY0442'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0546 ***********************************************************************
 EA0546  DESIGNATION -  BRIDGE=P 21
 EA0546  PID         -  EA0546
 EA0546  STATE/COUNTY-  NC/NEW HANOVER
 EA0546  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0546
 EA0546                         *CURRENT SURVEY CONTROL
 EA0546  ___________________________________________________________________
 EA0546* NAD 83(2001)-  34 15 30.81834(N)    077 56 51.04559(W)     ADJUSTED  
 EA0546* NAVD 88     -         3.465  (meters)      11.37   (feet)  POSTED    
 EA0546  ___________________________________________________________________
 EA0546  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 EA0546  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EA0546  DYNAMIC HT  -           3.460 (meters)      11.35  (feet)  COMP
 EA0546  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EA0546
 EA0546  HORZ ORDER  -  FIRST
 EA0546  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EA0546
 EA0546.The horizontal coordinates were established by classical geodetic methods
 EA0546.and adjusted by the National Geodetic Survey in August 2005.
 EA0546
 EA0546.The orthometric height was determined by differential leveling
 EA0546.and adjusted by the  in 1992.
 EA0546.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EA0546.rate greater than 8.0 mm/km.
 EA0546
 EA0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0546
 EA0546.The geoid height was determined by GEOID03.
 EA0546
 EA0546.The dynamic height is computed by dividing the NAVD 88
 EA0546.geopotential number by the normal gravity value computed on the
 EA0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0546.degrees latitude (g = 980.6199 gals.).
 EA0546
 EA0546.The modeled gravity was interpolated from observed gravity values.
 EA0546
 EA0546;                    North         East     Units Scale Factor Converg.
 EA0546;SPC NC       -    56,930.927   706,539.716   MT  1.00002155   +0 36 26.9
 EA0546;SPC NC       -   186,780.88  2,318,039.05   sFT  1.00002155   +0 36 26.9
 EA0546;UTM  18      - 3,794,757.295   228,586.893   MT  1.00050814   -1 39 36.9
 EA0546;UTM  17      - 3,795,042.569   781,082.709   MT  1.00057401   +1 43 10.1
 EA0546
 EA0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0546!SPC NC       -   1.00000521  x   1.00002155  =   1.00002676
 EA0546!UTM  18      -   1.00000521  x   1.00050814  =   1.00051335
 EA0546!UTM  17      -   1.00000521  x   1.00057401  =   1.00057922
 EA0546
 EA0546|---------------------------------------------------------------------|
 EA0546| PID    Reference Object                     Distance      Geod. Az  |
 EA0546|                                                           dddmmss.s |
 EA0546| EA0542 NEHL=BRIDGE RM                        8.840 METERS 14714     |
 EA0546| EA2835 UNION                               APPROX. 1.9 KM 1842031.6 |
 EA0546|---------------------------------------------------------------------|
 EA0546
 EA0546                          SUPERSEDED SURVEY CONTROL
 EA0546
 EA0546  NAD 83(1986)-  34 15 30.83087(N)    077 56 51.05941(W) AD(       ) 1
 EA0546  NAD 27      -  34 15 30.21800(N)    077 56 52.10300(W) AD(       ) 1
 EA0546  NGVD 29 (??/??/92)    3.77   (m)           12.4    (f) COMPUTED    1 2
 EA0546
 EA0546.Superseded values are not recommended for survey control.
 EA0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0546.See file dsdata.txt to determine how the superseded data were derived.
 EA0546
 EA0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2858794757(NAD 83)
 EA0546_MARKER: DS = TRIANGULATION STATION DISK
 EA0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0546_SP_SET: BRIDGE
 EA0546_STAMPING: P 21 BRIDGE 1918 11.903
 EA0546_MARK LOGO: CGS   
 EA0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0546
 EA0546  HISTORY     - Date     Condition        Report By
 EA0546  HISTORY     - 1918     MONUMENTED       CGS
 EA0546  HISTORY     - 1933     GOOD             CGS
 EA0546  HISTORY     - 1942     GOOD             CGS
 EA0546  HISTORY     - 1953     GOOD             CGS
 EA0546  HISTORY     - 1963     SEE DESCRIPTION  NCDOT
 EA0546  HISTORY     - 1963     MARK NOT FOUND   CGS
 EA0546  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 EA0546  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0546
 EA0546                          STATION DESCRIPTION
 EA0546
 EA0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EA0546'AT WILMINGTON ON ATLANTIC COAST LINE RAILROAD, AT E END OF HILTON
 EA0546'BRIDGE OVER NORTHEAST RIVER, 1.5 METERS (5 FEET) N RAIL, 1 YARD E OF
 EA0546'E END OF BRIDGE, AND IN TOP FACE OF STONE ABUTMENT.
 EA0546'
 EA0546'STATION MARK IS A STANDARD DISK STATION MARK.
 EA0546'
 EA0546'REFERENCE MARK IS U.S. ENGINEERS MARK ON OPPOSITE SIDE OF TRACK
 EA0546'S 32 DEG 46 MIN E.  STATION UNION
 EA0546'IS VISIBLE FROM GROUND, 1,931.9 METERS (6,338 FEET) DISTANT,
 EA0546'S 4 DEG 20 MIN W.  STATION YADKIN
 EA0546'IS VISIBLE FROM GROUND, 1,336.49 METERS (4,384.8 FEET) DISTANT,
 EA0546'N 82 DEG 26 MIN W.
 EA0546
 EA0546                          STATION RECOVERY (1942)
 EA0546
 EA0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EA0546'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED AND IS USED AS AN
 EA0546'AZIMUTH MARK FOR TRIANGULATION STATION WILMINGTON 1932.  THE MARK IS
 EA0546'SET IN THE TOP FACE OF A STONE ABUTMENT, 3 FEET E OF THE E END OF
 EA0546'THE HILTON BRIDGE OVER THE NORTHEAST RIVER, 5 FEET N OF THE N RAIL
 EA0546'OF THE ATLANTIC COAST LINE RAILROAD.
 EA0546'
 EA0546'THE MARK IS A STANDARD DISK, STAMPED---BRIDGE 1918 P 21 11.905---.
 EA0546'IT IS 360.09 FEET FROM TRIANGULATION STATION WILMINGTON 1932.
 EA0546
 EA0546                          STATION RECOVERY (1953)
 EA0546
 EA0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RMB)
 EA0546'STATION STAMPED---P 21 BRIDGE 1918 11.903---.
 EA0546
 EA0546                          STATION RECOVERY (1963)
 EA0546
 EA0546'RECOVERY NOTE BY 
NC DOT 1963
 EA0546'STATION WAS DESTROYED IN 1959 BY RECONSTRUCTION TO ABUTMENT OF RR
 EA0546'BRIDGE.
 EA0546
 EA0546                          STATION RECOVERY (1963)
 EA0546
 EA0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 EA0546'AT WILMINGTON.
 EA0546'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED
 EA0546'THIS DATE.  AT WILMINGTON, ABOUT 1.75 MILES NORTH ALONG THIRD AND
 EA0546'FOURTH STREETS FROM THE CITY HALL, ABOUT 135 YARDS NORTHWEST OF
 EA0546'WILMINGTON WATER WORKS BUILDING, AT THE ATLANTIC COAST LINE
 EA0546'RAILROAD BRIDGE (HILTON BRIDGE) OVER NORTHEAST BRANCH OF CAPE
 EA0546'FEAR RIVER, IN THE TOP OF THE NORTH END OF THE BRICK CAP OF THE
 EA0546'EAST STONE ABUTMENT OF RAILROAD BRIDGE, 5 FEET NORTH OF NORTH
 EA0546'RAIL AND ABOUT 1-1/2 FEET BELOW LEVEL OF TRACK.
 EA0546
 EA0546                          STATION RECOVERY (2004)
 EA0546
 EA0546'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0546'MARK NOT FOUND.
 EA0546
 EA0546                          STATION RECOVERY (2005)
 EA0546
 EA0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1247 ***********************************************************************
 EY1247  DESIGNATION -  BRIDGERS
 EY1247  PID         -  EY1247
 EY1247  STATE/COUNTY-  NC/WILSON
 EY1247  USGS QUAD   -  ELM CITY (1977)
 EY1247
 EY1247                         *CURRENT SURVEY CONTROL
 EY1247  ___________________________________________________________________
 EY1247* NAD 83(2001)-  35 45 25.54348(N)    077 45 00.59531(W)     ADJUSTED  
 EY1247* NAVD 88     -        37.032  (meters)     121.50   (feet)  ADJUSTED  
 EY1247  ___________________________________________________________________
 EY1247  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EY1247  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 EY1247  DYNAMIC HT  -          37.000 (meters)     121.39  (feet)  COMP
 EY1247  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 EY1247
 EY1247  HORZ ORDER  -  SECOND
 EY1247  VERT ORDER  -  SECOND    CLASS I
 EY1247
 EY1247.The horizontal coordinates were established by classical geodetic methods
 EY1247.and adjusted by the National Geodetic Survey in August 2005.
 EY1247
 EY1247.The orthometric height was determined by differential leveling
 EY1247.and adjusted in June 1991.
 EY1247
 EY1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1247
 EY1247.The geoid height was determined by GEOID03.
 EY1247
 EY1247.The dynamic height is computed by dividing the NAVD 88
 EY1247.geopotential number by the normal gravity value computed on the
 EY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1247.degrees latitude (g = 980.6199 gals.).
 EY1247
 EY1247.The modeled gravity was interpolated from observed gravity values.
 EY1247
 EY1247;                    North         East     Units Scale Factor Converg.
 EY1247;SPC NC       -   223,362.105   722,622.480   MT  0.99991139   +0 43 16.9
 EY1247;SPC NC       -   732,813.84  2,370,803.92   sFT  0.99991139   +0 43 16.9
 EY1247;UTM  18      - 3,960,496.083   251,345.725   MT  1.00036196   -1 36 28.4
 EY1247
 EY1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1247!SPC NC       -   0.99999971  x   0.99991139  =   0.99991110
 EY1247!UTM  18      -   0.99999971  x   1.00036196  =   1.00036167
 EY1247
 EY1247:                Primary Azimuth Mark                     Grid Az
 EY1247:SPC NC       -  CALES                                    057 51 35.2
 EY1247:UTM  18      -  CALES                                    060 11 20.5
 EY1247
 EY1247|---------------------------------------------------------------------|
 EY1247| PID    Reference Object                     Distance      Geod. Az  |
 EY1247|                                                           dddmmss.s |
 EY1247| EY1246 CALES                               476.022 METERS 0583452.1 |
 EY1247| EY1251 DEADWOOD                            APPROX. 1.1 KM 2352927.1 |
 EY1247|---------------------------------------------------------------------|
 EY1247
 EY1247                          SUPERSEDED SURVEY CONTROL
 EY1247
 EY1247  NAD 83(1986)-  35 45 25.55193(N)    077 45 00.60378(W) AD(       ) 2
 EY1247  NAD 27      -  35 45 24.98493(N)    077 45 01.68439(W) AD(       ) 2
 EY1247  NGVD 29 (??/??/92)   37.358  (m)          122.57   (f) ADJ UNCH    2 1
 EY1247
 EY1247.Superseded values are not recommended for survey control.
 EY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1247.See file dsdata.txt to determine how the superseded data were derived.
 EY1247
 EY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5134660496(NAD 83)
 EY1247_MARKER: DD = SURVEY DISK
 EY1247_SETTING: 0 = UNSPECIFIED SETTING
 EY1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1247_STAMPING: BRIDGERS 1975
 EY1247_MARK LOGO: NCGS  
 EY1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY1247
 EY1247  HISTORY     - Date     Condition        Report By
 EY1247  HISTORY     - 1975     MONUMENTED       NCGS
 EY1247  HISTORY     - 1976     GOOD             NCGS
 EY1247  HISTORY     - 19850615 GOOD             NGS
 EY1247
 EY1247                          STATION DESCRIPTION
 EY1247
 EY1247'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1247'BRIDGERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1247'IN THE SMALL CROSSROADS COMMUNITY OF BRIDGERSVILLE IN THE VICINITY
 EY1247'OF MACCLESFIELD (EDGECOMBE CO.), NORTH CAROLINA.
 EY1247'
 EY1247'BRIDGERS IS LOCATED APPROXIMATELY 4.4 MILES WEST OF MACCLESFIELD
 EY1247'AND 9.5 MILES EAST OF WILSON.  TO REACH STATION FROM THE NC 42
 EY1247'OVERPASS OF U.S. 301 AT NORTHEAST EDGE OF WILSON, PROCEED EASTERLY
 EY1247'ALONG NC 42 FOR 7.8 MILES TO STATION ON LEFT, ON TOP OF A 4 FOOT
 EY1247'BANK, APPROXIMATELY 350 FEET NORTHEAST OF WEBBS GROCERY AND 0.15
 EY1247'MILE NORTHEAST OF BRIDGERSVILLE CROSSROADS.
 EY1247'
 EY1247'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1247'BRIDGERS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1247'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1247'
 EY1247'MARK IS 27.7 FT NNW OF C/L OF NC 42
 EY1247'
 EY1247'171.6 FT WSW OF C/L OF DIRT FARM ROAD LEADING NNW
 EY1247'
 EY1247'101.3 FT ENE OF BRACE POLE WITH ALUMINUM REF. TAG
 EY1247'
 EY1247'115.2 FT NNE OF POWER POLE 20 (S OF HIGHWAY) WITH ALUMINUM REF. TAG
 EY1247'
 EY1247'177.7 FT W OF POWER POLE (S OF HIGHWAY) WITH ALUMINUM REF. TAG
 EY1247
 EY1247                          STATION RECOVERY (1976)
 EY1247
 EY1247'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1247'4.4 MI W FROM MACCLESFIELD.
 EY1247'BRIDGERS IS LOCATED IN THE SMALL CROSSROADS COMMUNITY OF BRIDGERSVILLE
 EY1247'AND 9.5 MILES EAST OF WILSON.  TO REACH STATION FROM THE NC 42
 EY1247'OVERPASS OF US 301 AT NORTHEAST EDGE OF WILSON, PROCEED EASTERLY ALONG
 EY1247'NC 42 FOR 7.8 MILES TO STATION ON LEFT, ON TOP OF A 4 FOOT BANK AND
 EY1247'APPROXIMATELY 350 FEET NORTHEAST OF WEBBS GROCERY, AND 0.15 MILE
 EY1247'NORTHEAST OF BRIDGERSVILLE CROSSROADS.  27.7 FT. NNW OF C/L OF NC 42,
 EY1247'171.6 FT. WSW OF C/L OF DIRT FARM ROAD LEADING NNW, 100.4 FT. ENE OF
 EY1247'BRACE POLE WITH ALUMINUM REF. TAG, 113.2 FT. NNE OF PP NO. 20 WITH
 EY1247'ALUMINUM REF. TAG, AND 174.6 FT. W OF PP WITH ALUMINUM REF. TAG. DISK
 EY1247'IS SET IN CONCRETE CYLINDER, 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1247
 EY1247                          STATION RECOVERY (1985)
 EY1247
 EY1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM)
 EY1247'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4176 ***********************************************************************
 FX4176  DESIGNATION -  BRIDGERS
 FX4176  PID         -  FX4176
 FX4176  STATE/COUNTY-  NC/NORTHAMPTON
 FX4176  USGS QUAD   -  GALATIA (1975)
 FX4176
 FX4176                         *CURRENT SURVEY CONTROL
 FX4176  ___________________________________________________________________
 FX4176* NAD 83(2001)-  36 23 31.86675(N)    077 15 31.83996(W)     ADJUSTED  
 FX4176* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 FX4176  ___________________________________________________________________
 FX4176  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 FX4176  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 FX4176  HORZ ORDER  -  THIRD
 FX4176
 FX4176.The horizontal coordinates were established by classical geodetic methods
 FX4176.and adjusted by the National Geodetic Survey in August 2005.
 FX4176
 FX4176.The orthometric height was scaled from a topographic map.
 FX4176
 FX4176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4176
 FX4176.The geoid height was determined by GEOID03.
 FX4176
 FX4176;                    North         East     Units Scale Factor Converg.
 FX4176;SPC NC       -   294,489.041   765,812.291   MT  1.00007075   +1 00 17.8
 FX4176;SPC NC       -   966,169.46  2,512,502.49   sFT  1.00007075   +1 00 17.8
 FX4176;SPC VA S     - 1,007,263.218 3,611,357.161   MT  1.00008904   +0 45 11.8
 FX4176;SPC VA S     - 3,304,662.74 11,848,260.95   sFT  1.00008904   +0 45 11.8
 FX4176;UTM  18      - 4,029,819.000   297,412.828   MT  1.00010569   -1 20 26.3
 FX4176
 FX4176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4176!SPC NC       -   1.00000220  x   1.00007075  =   1.00007295
 FX4176!SPC VA S     -   1.00000220  x   1.00008904  =   1.00009124
 FX4176!UTM  18      -   1.00000220  x   1.00010569  =   1.00010789
 FX4176
 FX4176|---------------------------------------------------------------------|
 FX4176| PID    Reference Object                     Distance      Geod. Az  |
 FX4176|                                                           dddmmss.s |
 FX4176| FX4599 BRIDGERS RM 1                        43.628 METERS 02413     |
 FX4176| FX4153 CONWAY MUNICIPAL TANK               APPROX. 5.5 KM 0305852.8 |
 FX4176| FX4152 WOODLAND                            APPROX. 7.7 KM 1380428.5 |
 FX4176| FX4151 WOODLAND MUNICIPAL TANK             APPROX. 8.1 KM 1493215.6 |
 FX4176| FX4181 RICH SQUARE MUNICIPAL TANK          APPROX.13.3 KM 1865523.7 |
 FX4176| FX4180 RICH SQ ROANOKE ELEC RAD TOWER      APPROX.12.6 KM 1885806.8 |
 FX4176| FX4598 BRIDGERS AZ MK                                     2423555.5 |
 FX4176| FX4186 JACKSON MUNICIPAL TANK              APPROX.14.4 KM 2684557.8 |
 FX4176| FX4177 JACKSON LOOKOUT TOWER               APPROX. 7.9 KM 2861717.1 |
 FX4176| FX4600 BRIDGERS RM 2                        55.860 METERS 29940     |
 FX4176|---------------------------------------------------------------------|
 FX4176
 FX4176                          SUPERSEDED SURVEY CONTROL
 FX4176
 FX4176  NAD 83(1993)-  36 23 31.87071(N)    077 15 31.83966(W) AD(       ) 3
 FX4176  NAD 83(1986)-  36 23 31.87497(N)    077 15 31.85216(W) AD(       ) 3
 FX4176  NAD 27      -  36 23 31.32280(N)    077 15 32.96630(W) AD(       ) 3
 FX4176
 FX4176.Superseded values are not recommended for survey control.
 FX4176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4176.See file dsdata.txt to determine how the superseded data were derived.
 FX4176
 FX4176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9741329819(NAD 83)
 FX4176_MARKER: DS = TRIANGULATION STATION DISK
 FX4176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4176
 FX4176  HISTORY     - Date     Condition        Report By
 FX4176  HISTORY     - 1959     MONUMENTED       CGS
 FX4176  HISTORY     - 1968     GOOD             CGS
 FX4176
 FX4176                          STATION DESCRIPTION
 FX4176
 FX4176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 FX4176'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF POTECASI, 1-1/2
 FX4176'MILES SOUTHWEST OF MILWAUKEE, AND 1 MILE NORTH OF POTECASI
 FX4176'CREEK, ON PROPERTY OF MR. C.W. BRIDGERS.
 FX4176'
 FX4176'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 258 AND
 FX4176'STATE HIGHWAY 35 IN WOODLAND, GO NORTHWEST ON HIGHWAY 35 FOR
 FX4176'2.6 MILES TO THE POST OFFICE IN THE VILLAGE OF
 FX4176'POTECASI.  CONTINUE ON HIGHWAY 35 FOR 1.6 MILES TO A SIDE ROAD
 FX4176'ON THE LEFT, AT SIGN CREEKSVILLE 4.  TURN LEFT AND GO WESTERLY
 FX4176'ON THE BLACKTOP ROAD 1.7 MILES TO THE STATION ON THE RIGHT.
 FX4176'
 FX4176'STATION MARKS ARE STANDARD DISKS STAMPED BRIDGERS 1959.  THE
 FX4176'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 FX4176'SURFACE OF THE GROUND.  IT IS 71 FEET SOUTH OF THE SOUTHEAST
 FX4176'CORNER OF THE HOUSE, 55 FEET NORTH OF THE CENTER OF THE ROAD,
 FX4176'54 FEET EAST OF THE DRIVEWAY, 39 FEET SOUTHEAST OF A 4-FOOT
 FX4176'TREE, AND 2.0 FEET WEST OF A STANDARD METAL WITNESS POST.  THE
 FX4176'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FX4176'INCHES BELOW THE SURFACE OF THE GROUND.
 FX4176'
 FX4176'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BRIDGERS NO 1
 FX4176'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FX4176'INCHES.  IT IS 46 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 FX4176'HOUSE, AND 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF THE BARN.
 FX4176'
 FX4176'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BRIDGERS NO 2
 FX4176'1959, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 FX4176'INCHES.  IT IS 134 FEET WEST OF THE SOUTHWEST CORNER OF THE
 FX4176'HOUSE, 28 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT EAST OF A
 FX4176'POWERLINE POLE.
 FX4176'
 FX4176'AZIMUTH MARK, A STANDARD DISK STAMPED BRIDGERS 1959, IS SET IN
 FX4176'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 56 FEET
 FX4176'NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 47 FEET WEST OF THE
 FX4176'DRIVEWAY, 1 FOOT EAST OF A POWERLINE POLE, AND 1.9 FEET SOUTH
 FX4176'OF A STANDARD METAL WITNESS POST.
 FX4176'
 FX4176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 FX4176'BLACKTOP ROAD 0.1 MILE TO THE DRIVEWAY ON THE LEFT.  TURN LEFT
 FX4176'AND FOLLOW THE DRIVEWAY 0.1 MILE TO THE HOME OF MR. R.C. BRIDGERS
 FX4176'AND THE AZIMUTH MARK.
 FX4176'
 FX4176'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FX4176
 FX4176                          STATION RECOVERY (1968)
 FX4176
 FX4176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HSC)
 FX4176'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 FX4176'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR
 FX4176'RECOVERY.
 FX4176'
 FX4176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FX4176'1-1/2 MILES SOUTHWEST OF MILWAUKEE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2834 ***********************************************************************
 FX2834  DESIGNATION -  BRIDGES
 FX2834  PID         -  FX2834
 FX2834  STATE/COUNTY-  NC/HALIFAX
 FX2834  USGS QUAD   -  HOBGOOD (1962)
 FX2834
 FX2834                         *CURRENT SURVEY CONTROL
 FX2834  ___________________________________________________________________
 FX2834* NAD 83(2001)-  36 04 25.43393(N)    077 25 34.89204(W)     ADJUSTED  
 FX2834* NAVD 88     -        27.741  (meters)      91.01   (feet)  ADJUSTED  
 FX2834  ___________________________________________________________________
 FX2834  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FX2834  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 FX2834  DYNAMIC HT  -          27.718 (meters)      90.94  (feet)  COMP
 FX2834  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 FX2834
 FX2834  HORZ ORDER  -  SECOND
 FX2834  VERT ORDER  -  SECOND    CLASS II
 FX2834
 FX2834.The horizontal coordinates were established by classical geodetic methods
 FX2834.and adjusted by the National Geodetic Survey in August 2005.
 FX2834
 FX2834.The orthometric height was determined by differential leveling
 FX2834.and adjusted in June 1991.
 FX2834
 FX2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2834
 FX2834.The geoid height was determined by GEOID03.
 FX2834
 FX2834.The dynamic height is computed by dividing the NAVD 88
 FX2834.geopotential number by the normal gravity value computed on the
 FX2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2834.degrees latitude (g = 980.6199 gals.).
 FX2834
 FX2834.The modeled gravity was interpolated from observed gravity values.
 FX2834
 FX2834;                    North         East     Units Scale Factor Converg.
 FX2834;SPC NC       -   258,905.171   751,344.887   MT  0.99997539   +0 54 29.7
 FX2834;SPC NC       -   849,424.72  2,465,037.35   sFT  0.99997539   +0 54 29.7
 FX2834;UTM  18      - 3,994,851.560   281,501.587   MT  1.00018829   -1 25 45.4
 FX2834
 FX2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2834!SPC NC       -   1.00000116  x   0.99997539  =   0.99997655
 FX2834!UTM  18      -   1.00000116  x   1.00018829  =   1.00018945
 FX2834
 FX2834                          SUPERSEDED SURVEY CONTROL
 FX2834
 FX2834  NAD 83(1993)-  36 04 25.44277(N)    077 25 34.90005(W) AD(       ) 2
 FX2834  NAD 83(1986)-  36 04 25.44353(N)    077 25 34.90025(W) AD(       ) 2
 FX2834  NGVD 29 (01/18/91)   28.08   (m)           92.1    (f) LEVELING    3  
 FX2834
 FX2834.Superseded values are not recommended for survey control.
 FX2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2834.See file dsdata.txt to determine how the superseded data were derived.
 FX2834
 FX2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8150294852(NAD 83)
 FX2834_MARKER: DE = TRAVERSE STATION DISK
 FX2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2834_SP_SET: CONCRETE POST
 FX2834_STAMPING: BRIDGES 1980
 FX2834_MARK LOGO: NCGS  
 FX2834_PROJECTION: RECESSED 15 CENTIMETERS
 FX2834_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2834+STABILITY: SURFACE MOTION
 FX2834
 FX2834  HISTORY     - Date     Condition        Report By
 FX2834  HISTORY     - 1980     MONUMENTED       NCGS
 FX2834  HISTORY     - 1980     GOOD             NCGS
 FX2834
 FX2834                          STATION DESCRIPTION
 FX2834
 FX2834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2834'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTH-NORTHWEST OF
 FX2834'HOBGOOD AND 4.0 MILES SOUTH OF SCOTLAND NECK.
 FX2834'
 FX2834'TO REACH THE STATION FROM THE US POST OFFICE IN HOBGOOD, PROCEED
 FX2834'NORTHWESTERLY ALONG NC 125 FOR 3.45 MILES TO SR 1100 ON LEFT AND
 FX2834'STATION IN SOUTHWEST QUADRANT ROAD SHOULDER, AND 150 FEET SOUTH OF
 FX2834'BILLY BRIDGES HOME.
 FX2834'
 FX2834'STATION MARK IS A STANDARD DISK STAMPED---BRIDGES 1980---, SET IN TOP
 FX2834'OF A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE AND 1
 FX2834'FOOT BELOW CENTERLINE OF HIGHWAY.  MARK IS 28.1 FEET WEST OF THE
 FX2834'CENTERLINE OF HIGHWAY, 50.4 FEET SOUTH-SOUTHWEST OF EAST END OF MEDIAN
 FX2834'IN SR 1100, 100.6 FEET NORTH-NORTHEAST OF WEST END OF Y CULVERT UNDER
 FX2834'HIGHWAY AND 102.0 FEET EAST OF POWER POLE WITH TRANSFORMER AND
 FX2834'REFERENCE TAG.
 FX2834
 FX2834                          STATION RECOVERY (1980)
 FX2834
 FX2834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2834'3.5 MI NNW FROM HOBGOOD.
 FX2834'FROM THE POST OFFICE IN HOBGOOD 3.45 MILES NORTHWESTERLY ALONG
 FX2834'NC 125 TO SR 1100 ON LEFT AND STATION IN SOUTHWEST QUADRANT ROAD
 FX2834'SHOULDER AND 150 FEET SOUTH OF BILLY BRIDGES HOME, 28.1 FEET WEST
 FX2834'OF CENTERLINE OF HIGHWAY, 50.4 FEET SOUTH-SOUTHWEST OF MEDIAN IN
 FX2834'SR 1100, 100.6 FEET NORTH-NORTHEAST OF WEST END OF Y CULVERT UNDER
 FX2834'HIGHWAY, 102.0 FEET EAST OF POWER POLE WITH TRANSFORMER AND
 FX2834'REFERENCE TAG.
 FX2834'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2216 ***********************************************************************
 FA2216  DESIGNATION -  BRIDGES
 FA2216  PID         -  FA2216
 FA2216  STATE/COUNTY-  NC/CABARRUS
 FA2216  USGS QUAD   -  CONCORD (1987)
 FA2216
 FA2216                         *CURRENT SURVEY CONTROL
 FA2216  ___________________________________________________________________
 FA2216* NAD 83(2001)-  35 28 13.63343(N)    080 32 05.11361(W)     ADJUSTED  
 FA2216* NAVD 88     -       220.3    (meters)     723.     (feet)  VERTCON   
 FA2216  ___________________________________________________________________
 FA2216  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 FA2216  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 FA2216  HORZ ORDER  -  SECOND
 FA2216
 FA2216.The horizontal coordinates were established by classical geodetic methods
 FA2216.and adjusted by the National Geodetic Survey in August 2005.
 FA2216
 FA2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2216
 FA2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2216
 FA2216.The geoid height was determined by GEOID03.
 FA2216
 FA2216;                    North         East     Units Scale Factor Converg.
 FA2216;SPC NC       -   191,927.223   470,325.256   MT  0.99987985   -0 53 08.9
 FA2216;SPC NC       -   629,681.23  1,543,058.78   sFT  0.99987985   -0 53 08.9
 FA2216;UTM  17      - 3,925,316.072   542,210.220   MT  0.99962196   +0 16 11.9
 FA2216
 FA2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2216!SPC NC       -   0.99997025  x   0.99987985  =   0.99985010
 FA2216!UTM  17      -   0.99997025  x   0.99962196  =   0.99959222
 FA2216
 FA2216|---------------------------------------------------------------------|
 FA2216| PID    Reference Object                     Distance      Geod. Az  |
 FA2216|                                                           dddmmss.s |
 FA2216| FA2213 ARCHER                              259.315 METERS 18908     |
 FA2216| FA2242 LOST                                APPROX. 0.9 KM 3441909.2 |
 FA2216|---------------------------------------------------------------------|
 FA2216
 FA2216                          SUPERSEDED SURVEY CONTROL
 FA2216
 FA2216  NAD 83(1986)-  35 28 13.64576(N)    080 32 05.11939(W) AD(       ) 2
 FA2216  NAD 27      -  35 28 13.13897(N)    080 32 05.88349(W) AD(       ) 2
 FA2216  NGVD 29 (07/19/86)  220.5    (m)          723.     (f) VERT ANG    3  
 FA2216
 FA2216.Superseded values are not recommended for survey control.
 FA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2216.See file dsdata.txt to determine how the superseded data were derived.
 FA2216
 FA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4221025316(NAD 83)
 FA2216_MARKER: DE = TRAVERSE STATION DISK
 FA2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2216_STAMPING: BRIDGES 1963
 FA2216_MARK LOGO: NCGS  
 FA2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2216+STABILITY: SURFACE MOTION
 FA2216
 FA2216  HISTORY     - Date     Condition        Report By
 FA2216  HISTORY     - 1963     MONUMENTED       NCGS
 FA2216  HISTORY     - 19981109 GOOD             USPSQD
 FA2216
 FA2216                          STATION DESCRIPTION
 FA2216
 FA2216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA2216'BRIDGES IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN CONCORD,
 FA2216'NORTH CAROLINA.  STATION IS 4.7 MILES NE OF CONCORD, 1.3 MILES
 FA2216'NE ALONG SR 2402 FROM SR 1002, 1.7 MILES SW ALONG SR 2402 FROM
 FA2216'SR 2400 AND ON TOP OF 6 FT CUT ON E SIDE OF SR 2402.
 FA2216'
 FA2216'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2216'BRIDGES 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2216'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2216'
 FA2216'MARK IS
 FA2216'
 FA2216'29.0 FT S OF C/L OF SR 2402
 FA2216'
 FA2216'18.6 FT NE OF 3 LEAD NAILS IN TP
 FA2216'
 FA2216'77.0 FT SE OF 3 LEAD NAILS IN 12 INCH HICKORY ON N SIDE OF ROAD
 FA2216'
 FA2216'52.0 FT NW OF 3 LEAD NAILS IN 12 INCH HARDWOOD (OAK)
 FA2216'
 FA2216'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2216
 FA2216                          STATION RECOVERY (1998)
 FA2216
 FA2216'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3266 ***********************************************************************
 FA3266  DESIGNATION -  BRIDGES
 FA3266  PID         -  FA3266
 FA3266  STATE/COUNTY-  NC/CLEVELAND
 FA3266  USGS QUAD   -  BOILING SPRINGS NORTH (1982)
 FA3266
 FA3266                         *CURRENT SURVEY CONTROL
 FA3266  ___________________________________________________________________
 FA3266* NAD 83(2001)-  35 17 36.67119(N)    081 39 22.56108(W)     ADJUSTED  
 FA3266* NAVD 88     -       274.71   (meters)     901.3    (feet)  N HEIGHT  
 FA3266  ___________________________________________________________________
 FA3266  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 FA3266  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FA3266  DYNAMIC HT  -         274.45  (meters)     900.4   (feet)  COMP
 FA3266  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 FA3266
 FA3266  HORZ ORDER  -  SECOND
 FA3266  VERT ORDER  -  THIRD
 FA3266
 FA3266.The horizontal coordinates were established by classical geodetic methods
 FA3266.and adjusted by the National Geodetic Survey in August 2005.
 FA3266
 FA3266.The orthometric height was determined by differential leveling
 FA3266.and adjusted in July 1999.
 FA3266.The height was determined by precise leveling from only one NSRS
 FA3266.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA3266.allowed ONLY to validate the GPS-derived height.
 FA3266
 FA3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3266
 FA3266.The geoid height was determined by GEOID03.
 FA3266
 FA3266.The dynamic height is computed by dividing the NAVD 88
 FA3266.geopotential number by the normal gravity value computed on the
 FA3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA3266.degrees latitude (g = 980.6199 gals.).
 FA3266
 FA3266.The modeled gravity was interpolated from observed gravity values.
 FA3266
 FA3266;                    North         East     Units Scale Factor Converg.
 FA3266;SPC NC       -   174,454.601   368,044.104   MT  0.99987286   -1 31 59.2
 FA3266;SPC NC       -   572,356.47  1,207,491.36   sFT  0.99987286   -1 31 59.2
 FA3266;UTM  17      - 3,905,791.530   440,328.750   MT  0.99964388   -0 22 45.0
 FA3266
 FA3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3266!SPC NC       -   0.99996189  x   0.99987286  =   0.99983475
 FA3266!UTM  17      -   0.99996189  x   0.99964388  =   0.99960578
 FA3266
 FA3266:                Primary Azimuth Mark                     Grid Az
 FA3266:SPC NC       -  SLEEPY                                   092 05 26.7
 FA3266:UTM  17      -  SLEEPY                                   090 56 12.5
 FA3266
 FA3266|---------------------------------------------------------------------|
 FA3266| PID    Reference Object                     Distance      Geod. Az  |
 FA3266|                                                           dddmmss.s |
 FA3266| FA3263 SLEEPY                              APPROX. 0.9 KM 0903327.5 |
 FA3266|---------------------------------------------------------------------|
 FA3266
 FA3266                          SUPERSEDED SURVEY CONTROL
 FA3266
 FA3266  NAD 83(1986)-  35 17 36.68634(N)    081 39 22.55731(W) AD(       ) 2
 FA3266  NAD 27      -  35 17 36.24775(N)    081 39 23.21172(W) AD(       ) 2
 FA3266  NAVD 88 (07/10/98)  274.715  (m)          901.29   (f) UNKNOWN     2 2
 FA3266  NGVD 29 (07/19/86)  274.9    (m)          902.     (f) VERT ANG    3  
 FA3266
 FA3266.Superseded values are not recommended for survey control.
 FA3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3266.See file dsdata.txt to determine how the superseded data were derived.
 FA3266
 FA3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4032905792(NAD 83)
 FA3266_MARKER: DE = TRAVERSE STATION DISK
 FA3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3266_SP_SET: CONCRETE POST
 FA3266_STAMPING: BRIDGES 1972
 FA3266_MARK LOGO: NCGS  
 FA3266_PROJECTION: FLUSH
 FA3266_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3266+STABILITY: SURFACE MOTION
 FA3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA3266+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1998
 FA3266
 FA3266  HISTORY     - Date     Condition        Report By
 FA3266  HISTORY     - 1972     MONUMENTED       NCGS
 FA3266  HISTORY     - 1972     GOOD             NCGS
 FA3266  HISTORY     - 1979     GOOD             NC-045
 FA3266  HISTORY     - 19850101 GOOD             NCGS
 FA3266  HISTORY     - 19950109 GOOD             USPSQD
 FA3266  HISTORY     - 19980803 GOOD             NCGS
 FA3266
 FA3266                          STATION DESCRIPTION
 FA3266
 FA3266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3266'BRIDGES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3266'THE VICINITY OF LATTIMORE, NORTH CAROLINA.
 FA3266'
 FA3266'BRIDGES IS LOCATED APPROXIMATELY 1.8 MILES SSE OF LATTIMORE, AND 6.5
 FA3266'MILES WEST OF SHELBY.  TO REACH STATION FROM US 74 BUSINESS AND US
 FA3266'74 BYPASS INTERSECTION JUST NORTH OF MOORESBORO, PROCEED EAST ALONG
 FA3266'US 74 FOR 2.6 MILES TO THE STATION ON THE RIGHT.  APPROXIMATELY 275
 FA3266'FEET SW OF INTERSECTION WITH SR 1161, AND ON SMALL CUT ON WEST
 FA3266'SIDE OF BRIDGES GROCERY STORE.
 FA3266'
 FA3266'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIDGES
 FA3266'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FA3266'INCHES ABOVE THE GROUND.
 FA3266'
 FA3266'MARK IS
 FA3266'149.1 FEET SSW OF C/L OF US 74 EAST BOUND LANE.
 FA3266'37.5 FEET W OF NW CORNER OF BRICK STORE BUILDING.
 FA3266'45.5 FEET NW OF SW CORNER OF BRICK STORE BUILDING.
 FA3266'2.8 FEET SSW OF SW CORNER OF METAL POST OF KING EDWARD CIGAR
 FA3266'SIGN.  20.7 FEET ENE OF ALUMINUM REF. TAG ON 6 INCH CEDAR TREE.
 FA3266'72.4 FEET WSW OF LAMP POST IN GAS ISLAND OF BRICK STORE.
 FA3266
 FA3266                          STATION RECOVERY (1972)
 FA3266
 FA3266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA3266'RECOVERED IN GOOD CONDITION.
 FA3266
 FA3266                          STATION RECOVERY (1979)
 FA3266
 FA3266'RECOVERY NOTE BY CLEVELAND COUNTY NORTH CAROLINA 1979 (HGP)
 FA3266'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FA3266
 FA3266                          STATION RECOVERY (1985)
 FA3266
 FA3266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA3266'RECOVERED AT THIS DATE.  MARK FOUND IN GOOD CONDITION.
 FA3266'METAL SIGN POST AND LAMP POST IN GAS ISLAND HAVE BEEN REMOVED.
 FA3266'STATION WAS DESCRIBED IN 1972 AS FOLLOWS -
 FA3266'BRIDGES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3266'THE VICINITY OF LATTIMORE, NORTH CAROLINA.
 FA3266'BRIDGES IS LOCATED APPROXIMATELY 1.8 MILES SSE OF LATTIMORE, AND 6.5
 FA3266'MILES WEST OF SHELBY.  TO REACH STATION FROM US 74 BUSINESS AND US
 FA3266'74 BYPASS INTERSECTION JUST NORTH OF MOORESBORO, PROCEED EAST ALONG
 FA3266'US 74 FOR 2.6 MILES TO THE STATION ON THE RIGHT.  APPROXIMATELY 275
 FA3266'FEET SW OF INTERSECTION WITH SR 1161, AND ON SMALL CUT ON WEST
 FA3266'SIDE OF BRIDGES GROCERY STORE.
 FA3266'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIDGES
 FA3266'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 FA3266'INCHES ABOVE THE GROUND.
 FA3266'MARK IS
 FA3266'149.1 FEET SSW OF C/L OF US 74 EAST BOUND LANE.
 FA3266'37.5 FEET W OF NW CORNER OF BRICK STORE BUILDING.
 FA3266'45.5 FEET NW OF SW CORNER OF BRICK STORE BUILDING.
 FA3266'2.8 FEET SSW OF SW CORNER OF METAL POST OF KING EDWARD CIGAR
 FA3266'SIGN.  20.7 FEET ENE OF ALUMINUM REF. TAG ON 6 INCH CEDAR TREE.
 FA3266'72.4 FEET WSW OF LAMP POST IN GAS ISLAND OF BRICK STORE.
 FA3266
 FA3266                          STATION RECOVERY (1995)
 FA3266
 FA3266'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3266'RECOVERED IN GOOD CONDITION.
 FA3266
 FA3266                          STATION RECOVERY (1998)
 FA3266
 FA3266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA3266'RECOVERED IN GOOD CONDITION. NOTE--THE FOLLOWING CORRECTION. THE
 FA3266'BRIDGES GROCERY STORE IS NOW CAROLS ATTIC ANTIQUE AND COLLECTABLES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2335 ***********************************************************************
 EY2335  DESIGNATION -  BRIDGETON CHRISTIAN CH SPIRE
 EY2335  PID         -  EY2335
 EY2335  STATE/COUNTY-  NC/CRAVEN
 EY2335  USGS QUAD   -  NEW BERN (1994)
 EY2335
 EY2335                         *CURRENT SURVEY CONTROL
 EY2335  ___________________________________________________________________
 EY2335* NAD 83(2001)-  35 07 09.56420(N)    077 01 05.55578(W)     ADJUSTED  
 EY2335* NAVD 88     -              **(meters)            **(feet)            
 EY2335  ___________________________________________________________________
 EY2335  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 EY2335  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY2335  HORZ ORDER  -  THIRD
 EY2335
 EY2335.The horizontal coordinates were established by classical geodetic methods
 EY2335.and adjusted by the National Geodetic Survey in August 2005.
 EY2335
 EY2335
 EY2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2335
 EY2335.The geoid height was determined by GEOID03.
 EY2335
 EY2335;                    North         East     Units Scale Factor Converg.
 EY2335;SPC NC       -   153,701.900   790,217.651   MT  0.99987525   +1 08 37.8
 EY2335;SPC NC       -   504,270.32  2,592,572.41   sFT  0.99987525   +1 08 37.8
 EY2335;UTM  18      - 3,888,139.532   316,089.784   MT  1.00001686   -1 09 40.9
 EY2335
 EY2335                          SUPERSEDED SURVEY CONTROL
 EY2335
 EY2335  NAD 83(1986)-  35 07 09.57512(N)    077 01 05.56705(W) AD(       ) 4
 EY2335  NAD 27      -  35 07 09.00400(N)    077 01 06.76100(W) AD(       ) 3
 EY2335
 EY2335.Superseded values are not recommended for survey control.
 EY2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2335.See file dsdata.txt to determine how the superseded data were derived.
 EY2335
 EY2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1609088140(NAD 83)
 EY2335_MARKER: 90 = CHURCH SPIRE
 EY2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2335+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 EY2335
 EY2335  HISTORY     - Date     Condition        Report By
 EY2335  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2335  HISTORY     - 1947     GOOD             CGS
 EY2335  HISTORY     - 1967     GOOD             USE
 EY2335  HISTORY     - 1985     GOOD             USPSQD
 EY2335  HISTORY     - 1986     GOOD             USPSQD
 EY2335  HISTORY     - 19900525 GOOD             USPSQD
 EY2335  HISTORY     - 19960609 GOOD             USPSQD
 EY2335  HISTORY     - 20021025 GOOD             USPSQD
 EY2335  HISTORY     - 20021101 GOOD             USPSQD
 EY2335  HISTORY     - 20061004 GOOD             USPSQD
 EY2335
 EY2335                          STATION DESCRIPTION
 EY2335
 EY2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY2335'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ONE BLOCK
 EY2335'E AND ONE BLOCK S OF BRIDGETON POST OFFICE AND IS ON THE W
 EY2335'SIDE OF THE STREET.  IT IS APPROXIMATELY 50 FEET HIGH AND IS ON
 EY2335'A RED BRICK CHURCH WITH A SILVER ROOF AND SILVER SPIRE.
 EY2335
 EY2335                          STATION RECOVERY (1967)
 EY2335
 EY2335'RECOVERY NOTE BY US ENGINEERS 1967
 EY2335'STATION IS THE SPIRE ON BRIDGETON CHRISTIAN CHURCH.  IT IS
 EY2335'APPROXIMATELY 50 FT. HIGH AND IS ON A RED BRICK CHURCH WITH A
 EY2335'SILVER ROOF AND SILVER SPIRE.
 EY2335'
 EY2335'STATION IS LOCATED ACROSS THE STREET FROM THE BRIDGETON POST
 EY2335'OFFICE, AND IS ON THE W SIDE OF C STREET.
 EY2335'
 EY2335'TO REACH PROCEED TO BRIDGETON POST OFFICE AND STATION SITE ON
 EY2335'W SIDE OF C STREET.
 EY2335
 EY2335                          STATION RECOVERY (1985)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY2335'STATION FOUND GOOD.
 EY2335'VISITED SITE - VERIFIED EXISTENCE.
 EY2335
 EY2335                          STATION RECOVERY (1986)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY2335'RECOVERED IN GOOD CONDITION.
 EY2335
 EY2335                          STATION RECOVERY (1990)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTE)
 EY2335'RECOVERED IN GOOD CONDITION.
 EY2335
 EY2335                          STATION RECOVERY (1996)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2335'RECOVERED IN GOOD CONDITION.
 EY2335
 EY2335                          STATION RECOVERY (2002)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY2335'RECOVERED IN GOOD CONDITION.
 EY2335
 EY2335                          STATION RECOVERY (2002)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 2002 (WER)
 EY2335'STATION IS SPIRE OF BRIDGETON CHRISTIAN CHURCH LOCATED SW INTERSECTION
 EY2335'C AND NEW ST.  SPIRE IS 36.0 FT FROM CL OF NEW ST AND 50 FT FROM CL OF
 EY2335'C ST.  SPIRE APPROX 50 FT TALL WITH SILVER ROOF AND SPIRE.  CHURCH IS
 EY2335'WHITE STUCCO. SURVEY MARKER PID EY2044 (Q 239 RESET)IS 18.3FT NE OF
 EY2335'SPIRE FLUSH IN SIDEWALK FACING NEW ST.
 EY2335
 EY2335                          STATION RECOVERY (2006)
 EY2335
 EY2335'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EY2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2336 ***********************************************************************
 EY2336  DESIGNATION -  BRIDGETON STACK
 EY2336  PID         -  EY2336
 EY2336  STATE/COUNTY-  NC/CRAVEN
 EY2336  USGS QUAD   -  NEW BERN (1994)
 EY2336
 EY2336                         *CURRENT SURVEY CONTROL
 EY2336  ___________________________________________________________________
 EY2336* NAD 83(2001)-  35 07 15.85203(N)    077 01 21.49927(W)     ADJUSTED  
 EY2336* NAVD 88     -              **(meters)            **(feet)            
 EY2336  ___________________________________________________________________
 EY2336  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EY2336  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EY2336  HORZ ORDER  -  THIRD
 EY2336
 EY2336.The horizontal coordinates were established by classical geodetic methods
 EY2336.and adjusted by the National Geodetic Survey in August 2005.
 EY2336
 EY2336
 EY2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2336
 EY2336.The geoid height was determined by GEOID03.
 EY2336
 EY2336;                    North         East     Units Scale Factor Converg.
 EY2336;SPC NC       -   153,887.563   789,810.219   MT  0.99987518   +1 08 28.6
 EY2336;SPC NC       -   504,879.45  2,591,235.69   sFT  0.99987518   +1 08 28.6
 EY2336;UTM  18      - 3,888,341.462   315,690.092   MT  1.00001867   -1 09 50.3
 EY2336
 EY2336                          SUPERSEDED SURVEY CONTROL
 EY2336
 EY2336  NAD 83(1986)-  35 07 15.86290(N)    077 01 21.51046(W) AD(       ) 4
 EY2336  NAD 27      -  35 07 15.29000(N)    077 01 22.70300(W) AD(       ) 3
 EY2336
 EY2336.Superseded values are not recommended for survey control.
 EY2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2336.See file dsdata.txt to determine how the superseded data were derived.
 EY2336
 EY2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1569088341(NAD 83)
 EY2336_MARKER: 63 = STACK
 EY2336
 EY2336  HISTORY     - Date     Condition        Report By
 EY2336  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2336  HISTORY     - 1947     GOOD             CGS
 EY2336  HISTORY     - 19900525 GOOD             USPSQD
 EY2336  HISTORY     - 19960609 MARK NOT FOUND   USPSQD
 EY2336  HISTORY     - 20021025 MARK NOT FOUND   USPSQD
 EY2336  HISTORY     - 20031026 MARK NOT FOUND   USPSQD
 EY2336  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 EY2336
 EY2336                          STATION DESCRIPTION
 EY2336
 EY2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY2336'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE E
 EY2336'SHORE OF THE NEUSE RIVER AND IS JUST N (APPROXIMATELY 800 FEET)
 EY2336'OF THE E END OF THE NEUSE RIVER HIGHWAY BRIDGE, AT A SAWMILL.  THE
 EY2336'STACK IS BLACK AND IS ABOUT 50 FEET HIGH.
 EY2336
 EY2336                          STATION RECOVERY (1990)
 EY2336
 EY2336'RECOVERY NOTE BY US POWER SQUADRON 1990 (GTE)
 EY2336'RECOVERED IN GOOD CONDITION.
 EY2336
 EY2336                          STATION RECOVERY (1996)
 EY2336
 EY2336'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2336'MARK NOT FOUND.
 EY2336
 EY2336                          STATION RECOVERY (2002)
 EY2336
 EY2336'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY2336'MARK NOT FOUND.
 EY2336
 EY2336                          STATION RECOVERY (2003)
 EY2336
 EY2336'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY2336'MARK NOT FOUND.
 EY2336
 EY2336                          STATION RECOVERY (2005)
 EY2336
 EY2336'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2337 ***********************************************************************
 EY2337  DESIGNATION -  BRIDGETON WHITE SPIRE
 EY2337  PID         -  EY2337
 EY2337  STATE/COUNTY-  NC/CRAVEN
 EY2337  USGS QUAD   -  NEW BERN (1994)
 EY2337
 EY2337                         *CURRENT SURVEY CONTROL
 EY2337  ___________________________________________________________________
 EY2337* NAD 83(2001)-  35 07 13.32339(N)    077 01 11.40928(W)     ADJUSTED  
 EY2337* NAVD 88     -              **(meters)            **(feet)            
 EY2337  ___________________________________________________________________
 EY2337  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EY2337  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EY2337  HORZ ORDER  -  THIRD
 EY2337
 EY2337.The horizontal coordinates were established by classical geodetic methods
 EY2337.and adjusted by the National Geodetic Survey in August 2005.
 EY2337
 EY2337
 EY2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2337
 EY2337.The geoid height was determined by GEOID03.
 EY2337
 EY2337;                    North         East     Units Scale Factor Converg.
 EY2337;SPC NC       -   153,814.754   790,067.173   MT  0.99987521   +1 08 34.4
 EY2337;SPC NC       -   504,640.57  2,592,078.72   sFT  0.99987521   +1 08 34.4
 EY2337;UTM  18      - 3,888,258.364   315,943.946   MT  1.00001752   -1 09 44.4
 EY2337
 EY2337                          SUPERSEDED SURVEY CONTROL
 EY2337
 EY2337  NAD 83(1986)-  35 07 13.33429(N)    077 01 11.42054(W) AD(       ) 4
 EY2337  NAD 27      -  35 07 12.76300(N)    077 01 12.61100(W) AD(       ) 3
 EY2337
 EY2337.Superseded values are not recommended for survey control.
 EY2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2337.See file dsdata.txt to determine how the superseded data were derived.
 EY2337
 EY2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1594488258(NAD 83)
 EY2337_MARKER: 90 = CHURCH SPIRE
 EY2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2337+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 EY2337
 EY2337  HISTORY     - Date     Condition        Report By
 EY2337  HISTORY     - 1933     FIRST OBSERVED   CGS
 EY2337  HISTORY     - 1947     GOOD             CGS
 EY2337  HISTORY     - 1967     GOOD             USE
 EY2337  HISTORY     - 1986     GOOD             USPSQD
 EY2337  HISTORY     - 19960609 GOOD             USPSQD
 EY2337  HISTORY     - 20021025 GOOD             USPSQD
 EY2337  HISTORY     - 20021101 GOOD             USPSQD
 EY2337  HISTORY     - 20031026 GOOD             USPSQD
 EY2337  HISTORY     - 20050215 GOOD             USPSQD
 EY2337  HISTORY     - 20061004 GOOD             USPSQD
 EY2337
 EY2337                          STATION DESCRIPTION
 EY2337
 EY2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EY2337'STATION RECOVERED IN GOOD CONDITION.  IT IS LOCATED 1/2 BLOCK
 EY2337'N OF THE BRIDGETON POST OFFICE AND IS ON THE E SIDE OF THE
 EY2337'STREET.  IT IS A RED SPIRE (APPROXIMATELY 50 FEET HIGH) ON A
 EY2337'WHITE CHURCH.
 EY2337
 EY2337                          STATION RECOVERY (1967)
 EY2337
 EY2337'RECOVERY NOTE BY US ENGINEERS 1967
 EY2337'STATION IS THE SPIRE ON THE BRIDGETON METHODIST EPISCOPAL CHURCH.
 EY2337'
 EY2337'STATION IS LOCATED NEAR THE INTERSECTION OF BRIDGE AND B STREETS.
 EY2337'
 EY2337'TO REACH FROM BRIDGETON POST OFFICE PROCEED 1 BLOCK W AND 2
 EY2337'BLOCKS N TO THE INTERSECTION OF BRIDGE AND B STREETS.  PROCEED
 EY2337'N ON B STREET APPROXIMATELY 175 FT. TO CHURCH AND STATION SITE.
 EY2337
 EY2337                          STATION RECOVERY (1986)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY2337'RECOVERED IN GOOD CONDITION.
 EY2337
 EY2337                          STATION RECOVERY (1996)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY2337'RECOVERED IN GOOD CONDITION.
 EY2337
 EY2337                          STATION RECOVERY (2002)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 EY2337'RECOVERED IN GOOD CONDITION.
 EY2337
 EY2337                          STATION RECOVERY (2002)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 2002 (WER)
 EY2337'RED BRICK CHURCH WITH WHITE SPIRE. CHURCH IS BRIDGETON UNITED
 EY2337'METHODIST CHURCH
 EY2337
 EY2337                          STATION RECOVERY (2003)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 EY2337'BRIDGETON UNITED METHODIST CHURCH
 EY2337
 EY2337                          STATION RECOVERY (2005)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2337'RECOVERED IN GOOD CONDITION.
 EY2337
 EY2337                          STATION RECOVERY (2006)
 EY2337
 EY2337'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EY2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3504 ***********************************************************************
 FA3504  DESIGNATION -  BRIDGEWATER
 FA3504  PID         -  FA3504
 FA3504  STATE/COUNTY-  NC/MCDOWELL
 FA3504  USGS QUAD   -  GLEN ALPINE (1994)
 FA3504
 FA3504                         *CURRENT SURVEY CONTROL
 FA3504  ___________________________________________________________________
 FA3504* NAD 83(2001)-  35 42 42.89536(N)    081 52 02.26842(W)     ADJUSTED  
 FA3504* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 FA3504  ___________________________________________________________________
 FA3504  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 FA3504  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FA3504  HORZ ORDER  -  SECOND
 FA3504
 FA3504.The horizontal coordinates were established by classical geodetic methods
 FA3504.and adjusted by the National Geodetic Survey in August 2005.
 FA3504
 FA3504.The orthometric height was scaled from a topographic map.
 FA3504
 FA3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3504
 FA3504.The geoid height was determined by GEOID03.
 FA3504
 FA3504;                    North         East     Units Scale Factor Converg.
 FA3504;SPC NC       -   221,384.684   350,198.965   MT  0.99990476   -1 39 17.7
 FA3504;SPC NC       -   726,326.25  1,148,944.44   sFT  0.99990476   -1 39 17.7
 FA3504;UTM  17      - 3,952,343.030   421,548.334   MT  0.99967584   -0 30 22.6
 FA3504
 FA3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3504!SPC NC       -   0.99994477  x   0.99990476  =   0.99984953
 FA3504!UTM  17      -   0.99994477  x   0.99967584  =   0.99962063
 FA3504
 FA3504:                Primary Azimuth Mark                     Grid Az
 FA3504:SPC NC       -  BRIDGEWATER AZ MK                        085 17 48.6
 FA3504:UTM  17      -  BRIDGEWATER AZ MK                        084 08 53.5
 FA3504
 FA3504|---------------------------------------------------------------------|
 FA3504| PID    Reference Object                     Distance      Geod. Az  |
 FA3504|                                                           dddmmss.s |
 FA3504| FA3969 BRIDGEWATER AZ MK                                  0833830.9 |
 FA3504| FA3970 BRIDGEWATER RM 2                     19.447 METERS 27940     |
 FA3504| FA3971 BRIDGEWATER RM 3                     27.850 METERS 35948     |
 FA3504|---------------------------------------------------------------------|
 FA3504
 FA3504                          SUPERSEDED SURVEY CONTROL
 FA3504
 FA3504  NAD 83(1995)-  35 42 42.89952(N)    081 52 02.27021(W) AD(       ) 2
 FA3504  NAD 83(1986)-  35 42 42.90468(N)    081 52 02.27121(W) AD(       ) 2
 FA3504  NAD 27      -  35 42 42.45100(N)    081 52 02.90000(W) AD(       ) 2
 FA3504
 FA3504.Superseded values are not recommended for survey control.
 FA3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3504.See file dsdata.txt to determine how the superseded data were derived.
 FA3504
 FA3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2154852343(NAD 83)
 FA3504_MARKER: DE = TRAVERSE STATION DISK
 FA3504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3504_STAMPING: BRIDGEWATER 1933
 FA3504_MARK LOGO: CGS   
 FA3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3504+STABILITY: SURFACE MOTION
 FA3504
 FA3504  HISTORY     - Date     Condition        Report By
 FA3504  HISTORY     - 1933     MONUMENTED       CGS
 FA3504  HISTORY     - 1941     GOOD             NCHPWC
 FA3504  HISTORY     - 1967     GOOD             CGS
 FA3504  HISTORY     - 19921215 SEE DESCRIPTION  NCGS
 FA3504
 FA3504                          STATION DESCRIPTION
 FA3504
 FA3504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FA3504'ABOUT 8-1/4 MILES EAST-NORTHEAST OF MARION, 10-1/2 MILES SOUTHWEST OF
 FA3504'MORGANTON, AND ONE-HALF MILE SOUTHWEST OF BRIDGEWATER. TO REACH FROM
 FA3504'COURTHOUSE IN MORGANTON, GO WEST 11.8 MILES ON ROUTE 70 DIRECT TO
 FA3504'STATION SITE AT BURKE-MCDOWELL COUNTY LINE. STATION IS ON LINE
 FA3504'WITH COUNTY-LINE SIGNS, 13 FEET SOUTH OF TOP OF SOUTH CUT, AND 39
 FA3504'FEET FROM CENTER LINE OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE
 FA3504'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE
 FA3504'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON BANK
 FA3504'ON NORTH SIDE OF ROAD, IN EDGE OF PINES AND ABOUT 450 YARDS FROM
 FA3504'STATION N 83 DEG 39 MIN E.  NO. 2 IS 32.5 FEET SOUTH
 FA3504'OF CENTER LINE OF ROAD, AND 19.447 METERS (63.80 FEET) FROM STATION
 FA3504'N 80 DEG 20 MIN W. NO.  3 IS ON COUNTY LINE, 53 FEET NORTH OF
 FA3504'CENTER LINE OF ROAD, AND 27.850 METERS (91.37 FEET) FROM STATION
 FA3504'N 00D EG 12 MIN W.
 FA3504
 FA3504                          STATION RECOVERY (1941)
 FA3504
 FA3504'RECOVERY NOTE BY NC HWY AND P W COMM 1941 (HEN)
 FA3504'LETTER OF H.E. NOELL, DIVISION ENGINEER, STATE HIGHWAY AND PUBLIC
 FA3504'WORKS ADMINISTRATION, SHELBY, NORTH CAROLINA, DATED MARCH 14, 1941--
 FA3504'
 FA3504'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO RE-SET REFERENCE MARK
 FA3504'NO.1.  THE MARK WAS SET ON LINE 75.00 FEET FURTHER AWAY FROM
 FA3504'STATION.  THE NEW MARK IS A STANDARD AZIMUTH DISK STAMPED BRIDGEWATER
 FA3504'1941. A STANDARD REFERENCE MARK DISK STAMPED BRIDGEWATER NO.1.
 FA3504'1933 RECEIVED IN THE WASHINGTON OFFICE MARCH 14, 1941.
 FA3504
 FA3504                          STATION RECOVERY (1967)
 FA3504
 FA3504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CBM)
 FA3504'BRIDGEWATER 1933 GOOD.
 FA3504'
 FA3504'RM 1 GOOD.
 FA3504'
 FA3504'RM 2 GOOD.
 FA3504'
 FA3504'RM 3 GOOD.
 FA3504'
 FA3504'STATION RECOVERED AS DESCRIBED, BUT NOT USED.
 FA3504
 FA3504                          STATION RECOVERY (1992)
 FA3504
 FA3504'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FA3504'STATION MARK AND REFERENCE MARKS WERE NOT FOUND, PROBABLY DESTROYED BY
 FA3504'EXCAVATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3113 ***********************************************************************
 FA3113  DESIGNATION -  BRIDLE
 FA3113  PID         -  FA3113
 FA3113  STATE/COUNTY-  NC/GASTON
 FA3113  USGS QUAD   -  GASTONIA NORTH (1993)
 FA3113
 FA3113                         *CURRENT SURVEY CONTROL
 FA3113  ___________________________________________________________________
 FA3113* NAD 83(2001)-  35 15 10.60493(N)    081 07 51.13048(W)     ADJUSTED  
 FA3113* NAVD 88     -       233.3    (meters)     765.     (feet)  VERTCON   
 FA3113  ___________________________________________________________________
 FA3113  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 FA3113  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FA3113  HORZ ORDER  -  SECOND
 FA3113
 FA3113.The horizontal coordinates were established by classical geodetic methods
 FA3113.and adjusted by the National Geodetic Survey in August 2005.
 FA3113
 FA3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3113
 FA3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3113
 FA3113.The geoid height was determined by GEOID03.
 FA3113
 FA3113;                    North         East     Units Scale Factor Converg.
 FA3113;SPC NC       -   168,802.656   415,718.141   MT  0.99987259   -1 13 47.5
 FA3113;SPC NC       -   553,813.38  1,363,901.93   sFT  0.99987259   -1 13 47.5
 FA3113;UTM  17      - 3,901,102.227   488,094.797   MT  0.99960175   -0 04 31.9
 FA3113
 FA3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3113!SPC NC       -   0.99996827  x   0.99987259  =   0.99984087
 FA3113!UTM  17      -   0.99996827  x   0.99960175  =   0.99957003
 FA3113
 FA3113:                Primary Azimuth Mark                     Grid Az
 FA3113:SPC NC       -  GARDNER                                  197 44 31.7
 FA3113:UTM  17      -  GARDNER                                  196 35 16.1
 FA3113
 FA3113|---------------------------------------------------------------------|
 FA3113| PID    Reference Object                     Distance      Geod. Az  |
 FA3113|                                                           dddmmss.s |
 FA3113| FA3202 GARDNER                             435.848 METERS 1963044.2 |
 FA3113|---------------------------------------------------------------------|
 FA3113
 FA3113                          SUPERSEDED SURVEY CONTROL
 FA3113
 FA3113  NAD 83(1986)-  35 15 10.62122(N)    081 07 51.13586(W) AD(       ) 2
 FA3113  NAD 27      -  35 15 10.12142(N)    081 07 51.86095(W) AD(       ) 2
 FA3113  NGVD 29 (07/19/86)  233.5    (m)          766.     (f) VERT ANG    3  
 FA3113
 FA3113.Superseded values are not recommended for survey control.
 FA3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3113.See file dsdata.txt to determine how the superseded data were derived.
 FA3113
 FA3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8809501102(NAD 83)
 FA3113_MARKER: DE = TRAVERSE STATION DISK
 FA3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3113_STAMPING: BRIDLE 1964
 FA3113_MARK LOGO: NCGS  
 FA3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3113+STABILITY: SURFACE MOTION
 FA3113
 FA3113  HISTORY     - Date     Condition        Report By
 FA3113  HISTORY     - 1964     MONUMENTED       NCGS
 FA3113  HISTORY     - 19971220 GOOD             USPSQD
 FA3113  HISTORY     - 19991215 GOOD             USPSQD
 FA3113
 FA3113                          STATION DESCRIPTION
 FA3113
 FA3113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3113'BRIDLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3113'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3113'
 FA3113'BRIDLE IS 3 MILES E OF GASTONIA, LOCATED 0.3 MILES E ALONG
 FA3113'GARDNER PARK DR. FROM COX RD..  0.1 MILES W OF EASTWOOD DR. ON
 FA3113'S SIDE OF GARDNER PARK DR..  AT T INTERSECTION OF BRIDLE PATH
 FA3113'DR..  IN YARD OF HOUSE NO. 3039 AND 10 FT E OF DRIVEWAY.
 FA3113'
 FA3113'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3113'BRIDLE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA3113'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3113'
 FA3113'MARK IS 22.3 FT NW OF C/L OF GARDNER PARK DR.
 FA3113'
 FA3113'9.0 FT E OF C/L OF DRIVEWAY
 FA3113'
 FA3113'84.6 FT N OF NW CORNER OF HOUSE NO. 3039
 FA3113'
 FA3113'28.3 FT W OF ALUM. REF. TAG IN PP
 FA3113'
 FA3113'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3113
 FA3113                          STATION RECOVERY (1997)
 FA3113
 FA3113'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3113'RECOVERED IN GOOD CONDITION.
 FA3113
 FA3113                          STATION RECOVERY (1999)
 FA3113
 FA3113'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8305 ***********************************************************************
 AI8305  DESIGNATION -  BRIDLE
 AI8305  PID         -  AI8305
 AI8305  STATE/COUNTY-  NC/WARREN
 AI8305  USGS QUAD   -  AFTON (1971)
 AI8305
 AI8305                         *CURRENT SURVEY CONTROL
 AI8305  ___________________________________________________________________
 AI8305* NAD 83(2001)-  36 21 04.33948(N)    078 11 41.28013(W)     ADJUSTED  
 AI8305* NAVD 88     -       108.5    (meters)     356.     (feet)  VERTCON   
 AI8305  ___________________________________________________________________
 AI8305  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AI8305  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AI8305  HORZ ORDER  -  SECOND
 AI8305
 AI8305.The horizontal coordinates were established by classical geodetic methods
 AI8305.and adjusted by the National Geodetic Survey in August 2005.
 AI8305
 AI8305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8305
 AI8305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8305
 AI8305.The geoid height was determined by GEOID03.
 AI8305
 AI8305;                    North         East     Units Scale Factor Converg.
 AI8305;SPC NC       -   288,864.559   681,881.059   MT  1.00005673   +0 27 53.1
 AI8305;SPC NC       -   947,716.47  2,237,138.11   sFT  1.00005673   +0 27 53.1
 AI8305;UTM  17      - 4,026,557.737   751,730.398   MT  1.00038082   +1 39 49.0
 AI8305
 AI8305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8305!SPC NC       -   0.99998821  x   1.00005673  =   1.00004494
 AI8305!UTM  17      -   0.99998821  x   1.00038082  =   1.00036902
 AI8305
 AI8305                          SUPERSEDED SURVEY CONTROL
 AI8305
 AI8305  NAD 83(1986)-  36 21 04.33432(N)    078 11 41.28959(W) AD(       ) 2
 AI8305  NGVD 29 (08/31/00)  108.7    (m)          357.     (f) VERT ANG    3  
 AI8305
 AI8305.Superseded values are not recommended for survey control.
 AI8305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8305.See file dsdata.txt to determine how the superseded data were derived.
 AI8305
 AI8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5173026558(NAD 83)
 AI8305_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8305_STAMPING: BRIDLE 1984
 AI8305_MARK LOGO: NCGS  
 AI8305_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8305+STABILITY: SURFACE MOTION
 AI8305
 AI8305  HISTORY     - Date     Condition        Report By
 AI8305  HISTORY     - 1984     MONUMENTED       NCGS
 AI8305
 AI8305                          STATION DESCRIPTION
 AI8305
 AI8305'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8305'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) NORTHEAST OF AFTON AND
 AI8305'6.6 KM (4.1 MI) SOUTHWEST OF WARRENTON. ALONG US 401 FOR 6.6 KM (4.1
 AI8305'MI) SOUTHWEST FROM THE COUNTY COURTHOUSE IN WARRENTON, OR 1.9 KM (1.15
 AI8305'MI) EAST-NORTHEAST OF THE SR 1122 INTERSECTION, AND ABOUT 400 FT WEST
 AI8305'OF A 1-STORY BRICK HOUSE WITH A 3-CAR GARAGE. THE STATION IS A
 AI8305'STANDARD NCGS DISK STAMPED---BRIDLE 1984---, SET INTO THE TOP OF A
 AI8305'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.
 AI8305'LOCATED 7.6 M (24.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AI8305'HIGHWAY, 89.6 M (293.9 FT) WEST-SOUTHWEST OF THE SOUTH END OF THE EAST
 AI8305'CULVERT, 41.2 M (135.1 FT) EAST-NORTHEAST OF THE SOUTH END OF THE WEST
 AI8305'CULVERT--AND 2.0 M (6.7 FT) NORTH-NORTHWEST OF A POWER POLE, 10.4 M
 AI8305'(34.0 FT) WEST-NORTHWEST OF A 6-INCH PINE--BOTH WITH REFERENCE TAGS.
 AI8305'MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3714 ***********************************************************************
 FY3714  DESIGNATION -  BRIEN
 FY3714  PID         -  FY3714
 FY3714  STATE/COUNTY-  NC/ROCKINGHAM
 FY3714  USGS QUAD   -  SOUTHWEST EDEN (1994)
 FY3714
 FY3714                         *CURRENT SURVEY CONTROL
 FY3714  ___________________________________________________________________
 FY3714* NAD 83(2001)-  36 26 48.62625(N)    079 45 15.33508(W)     ADJUSTED  
 FY3714* NAVD 88     -       238.2    (meters)     781.     (feet)  VERTCON   
 FY3714  ___________________________________________________________________
 FY3714  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 FY3714  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 FY3714  HORZ ORDER  -  SECOND
 FY3714
 FY3714.The horizontal coordinates were established by classical geodetic methods
 FY3714.and adjusted by the National Geodetic Survey in August 2005.
 FY3714
 FY3714.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3714
 FY3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3714
 FY3714.The geoid height was determined by GEOID03.
 FY3714
 FY3714;                    North         East     Units Scale Factor Converg.
 FY3714;SPC NC       -   299,441.410   541,974.644   MT  1.00009026   -0 26 07.2
 FY3714;SPC NC       -   982,417.36  1,778,128.48   sFT  1.00009026   -0 26 07.2
 FY3714;UTM  17      - 4,034,232.541   611,641.421   MT  0.99975356   +0 44 24.5
 FY3714
 FY3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3714!SPC NC       -   0.99996772  x   1.00009026  =   1.00005797
 FY3714!UTM  17      -   0.99996772  x   0.99975356  =   0.99972128
 FY3714
 FY3714|---------------------------------------------------------------------|
 FY3714| PID    Reference Object                     Distance      Geod. Az  |
 FY3714|                                                           dddmmss.s |
 FY3714| FY3726 NICHOLS                             306.801 METERS 07339     |
 FY3714| FY3716 COX                                 358.945 METERS 30451     |
 FY3714|---------------------------------------------------------------------|
 FY3714
 FY3714                          SUPERSEDED SURVEY CONTROL
 FY3714
 FY3714  NAD 83(1993)-  36 26 48.62898(N)    079 45 15.33748(W) AD(       ) 2
 FY3714  NAD 83(1986)-  36 26 48.63195(N)    079 45 15.33980(W) AD(       ) 2
 FY3714  NAD 27      -  36 26 48.13048(N)    079 45 16.21151(W) AD(       ) 2
 FY3714  NGVD 29 (07/19/86)  238.4    (m)          782.     (f) VERT ANG    3  
 FY3714
 FY3714.Superseded values are not recommended for survey control.
 FY3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3714.See file dsdata.txt to determine how the superseded data were derived.
 FY3714
 FY3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1164134233(NAD 83)
 FY3714_MARKER: DE = TRAVERSE STATION DISK
 FY3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3714_STAMPING: BRIEN 1969
 FY3714_MARK LOGO: NCGS  
 FY3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3714+STABILITY: SURFACE MOTION
 FY3714
 FY3714  HISTORY     - Date     Condition        Report By
 FY3714  HISTORY     - 1969     MONUMENTED       NCGS
 FY3714
 FY3714                          STATION DESCRIPTION
 FY3714
 FY3714'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3714'BRIEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3714'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3714'
 FY3714'BRIEN IS LOCATED APPROXIMATELY 4.2 MILES SOUTH OF EDEN.  TO
 FY3714'REACH STATION PROCEED FROM THE INTERSECTION OF NC 87 SOUTH AND
 FY3714'NC 770 IN EDEN, GO SOUTH ON NC 87 FOR 1.5 MILES TO INTERSECTION
 FY3714'OF NC 87 AND SR 2103, TURN LEFT ON SR 2103 FOR 0.55 MILE TO T
 FY3714'INTERSECTION OF SR 2103 AND SR 2115, CONTINUE EAST ON SR 2103
 FY3714'FOR 0.25 MILE TO STATION ON RIGHT AND IN MIDDLE OF SHARP CURVE.
 FY3714'
 FY3714'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3714'BRIEN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3714'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3714'
 FY3714'MARK IS
 FY3714'
 FY3714'72.7 FT SE OF TP 447 WITH ALUMINUM REF. TAG
 FY3714'
 FY3714'67.4 FT E OF TP BRACE POLE WITH ALUMINUM REF. TAG
 FY3714'
 FY3714'58.9 FT SW OF TP 446 WITH ALUMINUM REF. TAG
 FY3714'
 FY3714'90.2 FT SSW OF 36 INCH WALNUT TREE
 FY3714'
 FY3714'14.9 FT S OF C/L OF SR 2103
 FY3714'
 FY3714'70.6 FT SE OF CENTER OF WATER METER COVER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2474 ***********************************************************************
 EB2474  DESIGNATION -  BRIER
 EB2474  PID         -  EB2474
 EB2474  STATE/COUNTY-  NC/BLADEN
 EB2474  USGS QUAD   -  TARHEEL (1986)
 EB2474
 EB2474                         *CURRENT SURVEY CONTROL
 EB2474  ___________________________________________________________________
 EB2474* NAD 83(2001)-  34 38 19.11869(N)    078 46 06.52444(W)     ADJUSTED  
 EB2474* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 EB2474  ___________________________________________________________________
 EB2474  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EB2474  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 EB2474  HORZ ORDER  -  SECOND
 EB2474
 EB2474.The horizontal coordinates were established by classical geodetic methods
 EB2474.and adjusted by the National Geodetic Survey in August 2005.
 EB2474
 EB2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2474
 EB2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2474
 EB2474.The geoid height was determined by GEOID03.
 EB2474
 EB2474;                    North         East     Units Scale Factor Converg.
 EB2474;SPC NC       -    98,603.456   630,827.323   MT  0.99992944   +0 08 01.1
 EB2474;SPC NC       -   323,501.51  2,069,639.31   sFT  0.99992944   +0 08 01.1
 EB2474;UTM  17      - 3,835,235.953   704,539.570   MT  1.00011568   +1 16 07.8
 EB2474
 EB2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2474!SPC NC       -   0.99999960  x   0.99992944  =   0.99992904
 EB2474!UTM  17      -   0.99999960  x   1.00011568  =   1.00011528
 EB2474
 EB2474:                Primary Azimuth Mark                     Grid Az
 EB2474:SPC NC       -  DOWLESS                                  078 58 54.4
 EB2474:UTM  17      -  DOWLESS                                  077 50 47.7
 EB2474
 EB2474|---------------------------------------------------------------------|
 EB2474| PID    Reference Object                     Distance      Geod. Az  |
 EB2474|                                                           dddmmss.s |
 EB2474| EB2473 DOWLESS                             APPROX. 1.0 KM 0790655.5 |
 EB2474|---------------------------------------------------------------------|
 EB2474
 EB2474                          SUPERSEDED SURVEY CONTROL
 EB2474
 EB2474  NAD 83(1986)-  34 38 19.12763(N)    078 46 06.53483(W) AD(       ) 2
 EB2474  NAD 27      -  34 38 18.51625(N)    078 46 07.45621(W) AD(       ) 2
 EB2474  NGVD 29 (07/19/86)   37.3    (m)          122.     (f) VERT ANG    3  
 EB2474
 EB2474.Superseded values are not recommended for survey control.
 EB2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2474.See file dsdata.txt to determine how the superseded data were derived.
 EB2474
 EB2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0454035236(NAD 83)
 EB2474_MARKER: DE = TRAVERSE STATION DISK
 EB2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2474_STAMPING: BRIER 1973
 EB2474_MARK LOGO: NCGS  
 EB2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2474+STABILITY: SURFACE MOTION
 EB2474
 EB2474  HISTORY     - Date     Condition        Report By
 EB2474  HISTORY     - 1973     MONUMENTED       NCGS
 EB2474  HISTORY     - 1977     GOOD             NCGS
 EB2474
 EB2474                          STATION DESCRIPTION
 EB2474
 EB2474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2474'BRIER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2474'VICINITY OF DUBLIN, NORTH CAROLINA.
 EB2474'
 EB2474'BRIER IS LOCATED APPROXIMATELY 3.0 MILES SW OF DUBLIN, AND 6.8 MILES
 EB2474'NORTH OF BLADENBORO.  TO REACH STATION FROM INTERSECTION OF NC 41
 EB2474'AND NC 131 SW OF DUBLIN.  GO WEST ALONG NC 41 FOR 0.7 MILE TO LANES
 EB2474'NORTH AND SOUTH AND STATION ON THE LEFT LOCATED NEAR PP ON SOUTH
 EB2474'SIDE OF NC 41 AND WEST SIDE OF LANE.  1.3 MILES EAST OF
 EB2474'INTERSECTION WITH SR 1191 (NE).
 EB2474'
 EB2474'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRIER
 EB2474'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2474'PROJECTING 3 INCHES ABOVE THE GROUND.
 EB2474'
 EB2474'MARK IS
 EB2474'
 EB2474'83.0 FEET S OF C/L OF NC 41.
 EB2474'18.9 FEET SW OF C/L OF LANE.
 EB2474'2.4 FEET NW OF PP NO. 259 W/ALUMINUM REF. TAG.
 EB2474'55.8 FEET SSE OF SE END OF HEADWALL OF CULVERT UNDER NC 41.
 EB2474
 EB2474                          STATION RECOVERY (1977)
 EB2474
 EB2474'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB2474'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EB2474'EXCEPT FOR THE FOLLOWING CORRECTIONS.
 EB2474'
 EB2474'THE MARK IS 21.1 FEET SOUTHWEST OF CENTERLINE OF LANE AND 44.5 FEET
 EB2474'SOUTHEAST OF A 10 INCH CULVERT UNDER NC 41.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2288 ***********************************************************************
 EA2288  DESIGNATION -  BRIER
 EA2288  PID         -  EA2288
 EA2288  STATE/COUNTY-  NC/ONSLOW
 EA2288  USGS QUAD   -  NEW RIVER INLET (1997)
 EA2288
 EA2288                         *CURRENT SURVEY CONTROL
 EA2288  ___________________________________________________________________
 EA2288* NAD 83(2001)-  34 33 43.15910(N)    077 17 26.81902(W)     ADJUSTED  
 EA2288* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2288  ___________________________________________________________________
 EA2288  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 EA2288  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EA2288  HORZ ORDER  -  THIRD
 EA2288
 EA2288.The horizontal coordinates were established by classical geodetic methods
 EA2288.and adjusted by the National Geodetic Survey in August 2005.
 EA2288
 EA2288.The orthometric height was scaled from a topographic map.
 EA2288
 EA2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2288
 EA2288.The geoid height was determined by GEOID03.
 EA2288
 EA2288;                    North         East     Units Scale Factor Converg.
 EA2288;SPC NC       -    91,425.873   766,442.938   MT  0.99994452   +0 59 11.4
 EA2288;SPC NC       -   299,953.05  2,514,571.54   sFT  0.99994452   +0 59 11.4
 EA2288;UTM  18      - 3,826,855.216   289,834.348   MT  1.00014445   -1 18 00.1
 EA2288
 EA2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2288!SPC NC       -   1.00000574  x   0.99994452  =   0.99995026
 EA2288!UTM  18      -   1.00000574  x   1.00014445  =   1.00015019
 EA2288
 EA2288:                Primary Azimuth Mark                     Grid Az
 EA2288:SPC NC       -  TIE                                      139 15 06.0
 EA2288:UTM  18      -  TIE                                      141 32 17.5
 EA2288
 EA2288|---------------------------------------------------------------------|
 EA2288| PID    Reference Object                     Distance      Geod. Az  |
 EA2288|                                                           dddmmss.s |
 EA2288| EA2337 TIE                                 APPROX. 0.5 KM 1401417.4 |
 EA2288|---------------------------------------------------------------------|
 EA2288
 EA2288                          SUPERSEDED SURVEY CONTROL
 EA2288
 EA2288  NAD 83(1986)-  34 33 43.17290(N)    077 17 26.82928(W) AD(       ) 3
 EA2288  NAD 27      -  34 33 42.58000(N)    077 17 27.99300(W) AD(       ) 3
 EA2288
 EA2288.Superseded values are not recommended for survey control.
 EA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2288.See file dsdata.txt to determine how the superseded data were derived.
 EA2288
 EA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8983426855(NAD 83)
 EA2288_MARKER: DS = TRIANGULATION STATION DISK
 EA2288_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2288_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2288_MARK LOGO: CGS   
 EA2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2288
 EA2288  HISTORY     - Date     Condition        Report By
 EA2288  HISTORY     - 1914     MONUMENTED       CGS
 EA2288  HISTORY     - 1933     GOOD             CGS
 EA2288  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2288  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2288
 EA2288                          STATION DESCRIPTION
 EA2288
 EA2288'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2288'STATION IS ABOUT 3-1/2 MILES NE FROM NEW RIVER INLET, ABOUT 250
 EA2288'YARDS W OF A ROAD THAT LEADS TO HORSEFORD LANDING AND ABOUT 150
 EA2288'YARDS BACK IN THE WOODS FROM THE MARSH.
 EA2288'
 EA2288'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE AT
 EA2288'THE CENTER OF THE TOP OF A TILE.
 EA2288'
 EA2288'THE REFERENCE MARK IS 8.3 METERS (27.2 FEET) FROM THE STATION
 EA2288'S 83 DEG 01 MIN E.
 EA2288
 EA2288                          STATION RECOVERY (1933)
 EA2288
 EA2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2288'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 3-1/2 MILES
 EA2288'NE FROM NEW RIVER INLET AND IS ABOUT 125 METERS BACK IN THE WOODS
 EA2288'FROM THE CANAL.
 EA2288
 EA2288                          STATION RECOVERY (1950)
 EA2288
 EA2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2288'STATION WAS NOT RECOVERED.  A THOROUGH SEARCH OF ONE HOUR WAS
 EA2288'MADE BY A THREE-MAN PARTY.  IT IS RECOMMENDED THAT THE STATION
 EA2288'BE CLASSIFIED AS LOST.
 EA2288
 EA2288                          STATION RECOVERY (1965)
 EA2288
 EA2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2288'NOT RECOVERED.  STATION POSSIBLY EXISTS, BUT DESCRIPTION IS
 EA2288'INADEQUATE FOR RECOVERY, AS IT PLOTS IN THICK VEGETATION AND
 EA2288'REFERENCE MEASUREMENTS ARE OF A GENERAL NATURE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2388 ***********************************************************************
 EA2388  DESIGNATION -  BRIER
 EA2388  PID         -  EA2388
 EA2388  STATE/COUNTY-  NC/ONSLOW
 EA2388  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA2388
 EA2388                         *CURRENT SURVEY CONTROL
 EA2388  ___________________________________________________________________
 EA2388* NAD 83(2001)-  34 43 47.83828(N)    077 25 35.44195(W)     ADJUSTED  
 EA2388* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2388  ___________________________________________________________________
 EA2388  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EA2388  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EA2388  HORZ ORDER  -  THIRD
 EA2388
 EA2388.The horizontal coordinates were established by classical geodetic methods
 EA2388.and adjusted by the National Geodetic Survey in August 2005.
 EA2388
 EA2388.The orthometric height was scaled from a topographic map.
 EA2388
 EA2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2388
 EA2388.The geoid height was determined by GEOID03.
 EA2388
 EA2388;                    North         East     Units Scale Factor Converg.
 EA2388;SPC NC       -   109,849.476   753,693.942   MT  0.99991378   +0 54 29.4
 EA2388;SPC NC       -   360,397.82  2,472,744.21   sFT  0.99991378   +0 54 29.4
 EA2388;UTM  18      - 3,845,777.955   277,828.319   MT  1.00020842   -1 22 58.7
 EA2388
 EA2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2388!SPC NC       -   1.00000571  x   0.99991378  =   0.99991949
 EA2388!UTM  18      -   1.00000571  x   1.00020842  =   1.00021413
 EA2388
 EA2388:                Primary Azimuth Mark                     Grid Az
 EA2388:SPC NC       -  MONTFORD                                 145 05 18.1
 EA2388:UTM  18      -  MONTFORD                                 147 22 46.2
 EA2388
 EA2388|---------------------------------------------------------------------|
 EA2388| PID    Reference Object                     Distance      Geod. Az  |
 EA2388|                                                           dddmmss.s |
 EA2388| EA2395 MONTFORD                            APPROX. 1.7 KM 1455947.5 |
 EA2388| EA2410 PINE                                484.766 METERS 3143122.5 |
 EA2388|---------------------------------------------------------------------|
 EA2388
 EA2388                          SUPERSEDED SURVEY CONTROL
 EA2388
 EA2388  NAD 83(1986)-  34 43 47.84884(N)    077 25 35.45277(W) AD(       ) 3
 EA2388  NAD 27      -  34 43 47.26300(N)    077 25 36.59200(W) AD(       ) 3
 EA2388
 EA2388.Superseded values are not recommended for survey control.
 EA2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2388.See file dsdata.txt to determine how the superseded data were derived.
 EA2388
 EA2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7782845778(NAD 83)
 EA2388_MARKER: I = METAL ROD
 EA2388_SETTING: 0 = UNSPECIFIED SETTING
 EA2388_MARK LOGO: USE   
 EA2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2388
 EA2388  HISTORY     - Date     Condition        Report By
 EA2388  HISTORY     - 1931     MONUMENTED       USE
 EA2388  HISTORY     - 1950     GOOD             CGS
 EA2388
 EA2388                          STATION DESCRIPTION
 EA2388
 EA2388'DESCRIBED BY US ENGINEERS 1931 (APR)
 EA2388'ON NEW RIVER 2 METERS (7 FEET) FROM SHORE.  MARKED BY 2 INCH IRON
 EA2388'PIPE.
 EA2388
 EA2388                          STATION RECOVERY (1950)
 EA2388
 EA2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2388'STATION WAS RECOVERED IN FAIR CONDITION.  THE ORIGINAL DESCRIPTION IS
 EA2388'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EA2388'
 EA2388'STATION IS LOCATED ON THE E SHORE OF NEW RIVER, APPROXIMATELY 1/2
 EA2388'MILE S OF A VERY SHARP PROMINENT POINT OF LAND MARKING THE S
 EA2388'EXTREMITY OF WILSON BAY, 17.0 FEET W OF THE MEAN HIGH WATER LINE,
 EA2388'AND 25.5 FEET S OF A WOODEN SLUICE GATE.
 EA2388'
 EA2388'STATION MARK IS A 2 INCH IRON PIPE PROJECTING APPROXIMATELY 1 FOOT
 EA2388'ABOVE THE MEAN HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1870 ***********************************************************************
 FZ1870  DESIGNATION -  BRIER
 FZ1870  PID         -  FZ1870
 FZ1870  STATE/COUNTY-  NC/WILKES
 FZ1870  USGS QUAD   -  RONDA (1971)
 FZ1870
 FZ1870                         *CURRENT SURVEY CONTROL
 FZ1870  ___________________________________________________________________
 FZ1870* NAD 83(2001)-  36 07 52.95763(N)    080 59 00.74241(W)     ADJUSTED  
 FZ1870* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 FZ1870  ___________________________________________________________________
 FZ1870  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 FZ1870  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 FZ1870  HORZ ORDER  -  SECOND
 FZ1870
 FZ1870.The horizontal coordinates were established by classical geodetic methods
 FZ1870.and adjusted by the National Geodetic Survey in August 2005.
 FZ1870
 FZ1870.The orthometric height was scaled from a topographic map.
 FZ1870
 FZ1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1870
 FZ1870.The geoid height was determined by GEOID03.
 FZ1870
 FZ1870;                    North         East     Units Scale Factor Converg.
 FZ1870;SPC NC       -   265,961.672   431,068.687   MT  0.99999034   -1 08 41.4
 FZ1870;SPC NC       -   872,575.92  1,414,264.52   sFT  0.99999034   -1 08 41.4
 FZ1870;UTM  17      - 3,998,520.382   501,481.076   MT  0.99960003   +0 00 34.9
 FZ1870
 FZ1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1870!SPC NC       -   0.99993116  x   0.99999034  =   0.99992150
 FZ1870!UTM  17      -   0.99993116  x   0.99960003  =   0.99953122
 FZ1870
 FZ1870:                Primary Azimuth Mark                     Grid Az
 FZ1870:SPC NC       -  BRIER AZ MK RESET                        177 14 07.6
 FZ1870:UTM  17      -  BRIER AZ MK RESET                        176 04 51.3
 FZ1870
 FZ1870|---------------------------------------------------------------------|
 FZ1870| PID    Reference Object                     Distance      Geod. Az  |
 FZ1870|                                                           dddmmss.s |
 FZ1870| FZ2349 BRIER AZ MK RESET                                  1760526.2 |
 FZ1870| FZ2351 BRIER RM 2                           28.131 METERS 25226     |
 FZ1870| FZ2348 BRIER AZ MK                                        3092000.5 |
 FZ1870| FZ2350 BRIER RM 1                           24.917 METERS 33838     |
 FZ1870|---------------------------------------------------------------------|
 FZ1870
 FZ1870                          SUPERSEDED SURVEY CONTROL
 FZ1870
 FZ1870  NAD 83(1993)-  36 07 52.96387(N)    080 59 00.74927(W) AD(       ) 2
 FZ1870  NAD 83(1986)-  36 07 52.96764(N)    080 59 00.74964(W) AD(       ) 2
 FZ1870  NAD 27      -  36 07 52.48600(N)    080 59 01.47300(W) AD(       ) 2
 FZ1870
 FZ1870.Superseded values are not recommended for survey control.
 FZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1870.See file dsdata.txt to determine how the superseded data were derived.
 FZ1870
 FZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0148198520(NAD 83)
 FZ1870_MARKER: DE = TRAVERSE STATION DISK
 FZ1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1870_SP_SET: SQUARE CONCRETE MONUMENT
 FZ1870_STAMPING: BRIER 1949
 FZ1870_MARK LOGO: CGS   
 FZ1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1870+STABILITY: SURFACE MOTION
 FZ1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1870+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 FZ1870
 FZ1870  HISTORY     - Date     Condition        Report By
 FZ1870  HISTORY     - 1949     MONUMENTED       CGS
 FZ1870  HISTORY     - 1949     GOOD             CGS
 FZ1870  HISTORY     - 1954     GOOD             CGS
 FZ1870  HISTORY     - 1980     GOOD             NCGS
 FZ1870  HISTORY     - 19920714 GOOD             NCGS
 FZ1870
 FZ1870                          STATION DESCRIPTION
 FZ1870
 FZ1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RCB)
 FZ1870'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF ELKIN AND 10
 FZ1870'MILES SOUTHEAST OF WILKESBORO ON PROPERTY OWNED BY MR. ASBURY
 FZ1870'OAKLEY.  IT IS 28 FEET SOUTHWEST OF A 10 INCH ASH TREE, 18 FEET
 FZ1870'NORTH OF THE CENTER OF A WOODS ROAD AND 7 FEET NORTHEAST OF A
 FZ1870'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FZ1870'STAMPED BRIER 1949.
 FZ1870'
 FZ1870'REFERENCE MARK NO. 1 IS 11 FEET NORTHWEST OF A 8 INCH ASH
 FZ1870'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIER
 FZ1870'NO 1 1949.
 FZ1870'
 FZ1870'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A 10 INCH ASH
 FZ1870'TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIER
 FZ1870'NO 2 1949.
 FZ1870'
 FZ1870'AZIMUTH MARK IS 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FZ1870'AN OLD STORE BUILDING, 27 FEET NORTH OF A POWERLINE POLE, 13
 FZ1870'FEET EAST OF THE CENTER OF A DIRT ROAD AND 4 FEET SOUTH OF A
 FZ1870'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FZ1870'STAMPED BRIER 1949.
 FZ1870'
 FZ1870'TO REACH THE STATION FROM THE WILKES COUNTY COURT HOUSE IN
 FZ1870'WILKESBORO, GO EAST ON STATE HIGHWAYS NO. 16 AND NO. 18 FOR
 FZ1870'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY NO. 421, CONTINUE EAST
 FZ1870'ON U.S. HIGHWAY NO. 421 FOR 8.1 MILES TO A T-ROAD RIGHT, TURN
 FZ1870'RIGHT ON DIRT ROAD AND GO 1.4 MILES TO A FORK IN ROAD, TAKE
 FZ1870'LEFT FORK AND GO 1.3 MILES TO A T-ROAD INTERSECTION AND THE
 FZ1870'AZIMUTH MARK IN THE SOUTHEAST ANGLE, TURN RIGHT AND TAKE LEFT
 FZ1870'FORK FOR 0.15 MILE TO A WOODS ROAD LEFT, TURN LEFT AND GO 0.4
 FZ1870'MILE ON WOODS ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 FZ1870'
 FZ1870'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FZ1870
 FZ1870                          STATION RECOVERY (1949)
 FZ1870
 FZ1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FZ1870'RECOVERED IN GOOD CONDITION.
 FZ1870
 FZ1870                          STATION RECOVERY (1954)
 FZ1870
 FZ1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1870'THE STATION MARK (NOTE 1A7A) AND REFERENCE MARKS NO. 1 AND 2
 FZ1870'(NOTES 11A) WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 FZ1870'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK
 FZ1870'HAD BEEN DESTROYED BY ROAD CONSTRUCTION AND A NEW AZIMUTH MARK
 FZ1870'(NOTE 16A) WAS ESTABLISHED.
 FZ1870'
 FZ1870'THE DISTANCE TO REFERENCE MARKS NO. 1 AND 2 CHECKED.  THE
 FZ1870'DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK.
 FZ1870'
 FZ1870'AZIMUTH MARK IS APPROX. 0.4 MILE SOUTH OF THE STATION, 34 FEET
 FZ1870'NORTH OF THE NORTHEAST CORNER OF A SMALL SHED, 24 FEET SOUTH
 FZ1870'OF THE CENTER OF A DIRT ROAD AND 10 FEET SOUTH OF A WHITE
 FZ1870'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 FZ1870'STAMPED BRIER 1949 RESET 1954.
 FZ1870'
 FZ1870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 FZ1870'WOODS ROAD FOR 0.4 MILE TO A GRAVEL ROAD, TURN LEFT AND GO
 FZ1870'SOUTHEAST ON GRAVEL ROAD FOR 0.75 MILE TO THE MARK ON THE
 FZ1870'RIGHT AS DESCRIBED.
 FZ1870'
 FZ1870'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FZ1870
 FZ1870                          STATION RECOVERY (1980)
 FZ1870
 FZ1870'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ1870'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1870'ALL MARKS WERE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 FZ1870'EXCEPT FOR THE FOLLOWING--THE WOODS ROAD IS NOW GROWN UP AND AN
 FZ1870'APPROXIMATE 10 MINUTE PACK TIME IS REQUIRED FROM THE END OF TRUCK
 FZ1870'TRAVEL.
 FZ1870'
 FZ1870'AREA AROUND THE STATION IS VERY HEAVILY WOODED AND A LARGE AMOUNT
 FZ1870'OF CUTTING WOULD BE REQUIRED TO USE THE STATION FROM THE GROUND.
 FZ1870'THE LINE OF SIGHT TO THE AZIMUTH IS BLOCKED BY TREES.
 FZ1870
 FZ1870                          STATION RECOVERY (1992)
 FZ1870
 FZ1870'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1870'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED AS
 FZ1870'DESCRIBED. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 FZ1870'THE STATION IS LOCATED APPROXIMATELY 9.1 MI (14.6 KM) EAST-SOUTHEAST
 FZ1870'OF WILKESBORO AND 10.0 MI (16.1 KM) NORTHWEST OF UNION GROVE.
 FZ1870'PROCEED ALONG SR 2400 (WINDY GAP ROAD) FOR 2.3 MI (3.7 KM) SOUTH FROM
 FZ1870'THE US 421 UNDERPASS, THENCE SOUTHEAST FOR 0.15 MI (0.24 KM) ALONG SR
 FZ1870'2433 (WINDY GAP ROAD), THENCE EAST 0.05 MI (0.08 KM) ALONG A WOODS
 FZ1870'ROAD TO A FORK, CONTINUE NORTHEAST 0.1 MI (0.2 KM) TO ANOTHER FORK,
 FZ1870'CONTINUE SOUTHEAST (RIGHT) 0.3 MI (0.5 KM) TO THE STATION AT THE TOP
 FZ1870'OF A HILL IN THE SOUTHWEST EDGE OF A WOODS LINE.
 FZ1870'MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS LOCATED 11.0 FT
 FZ1870'(3.4 M) SOUTH-SOUTHEAST OF A 15 INCH POPLAR, 29.0 FT (8.8 M)
 FZ1870'NORTHEAST OF AN 8 INCH POPLAR AND 59.6 FT (18.2 M) SOUTHWEST OF AN
 FZ1870'8 INCH BLACK GUM, ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI7023 ***********************************************************************
 AI7023  DESIGNATION -  BRIER
 AI7023  PID         -  AI7023
 AI7023  STATE/COUNTY-  NC/WAKE
 AI7023  USGS QUAD   -  LAKE WHEELER (1993)
 AI7023
 AI7023                         *CURRENT SURVEY CONTROL
 AI7023  ___________________________________________________________________
 AI7023* NAD 83(2007)-  35 39 17.23692(N)    078 39 54.12000(W)     ADJUSTED  
 AI7023* NAVD 88     -       125.4    (meters)     411.     (feet)  GPS OBS   
 AI7023  ___________________________________________________________________
 AI7023  EPOCH DATE  -        2002.00
 AI7023  X           -   1,019,770.367 (meters)                     COMP
 AI7023  Y           -  -5,087,292.337 (meters)                     COMP
 AI7023  Z           -   3,697,189.908 (meters)                     COMP
 AI7023  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 AI7023  ELLIP HEIGHT-          92.411 (meters)          (02/10/07) ADJUSTED
 AI7023  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AI7023
 AI7023  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI7023  Type    PID    Designation                      North   East  Ellip
 AI7023  -------------------------------------------------------------------
 AI7023  NETWORK AI7023 BRIER                             0.57   0.49   1.18
 AI7023  -------------------------------------------------------------------
 AI7023
 AI7023.The horizontal coordinates were established by GPS observations
 AI7023.and adjusted by the National Geodetic Survey in February 2007.
 AI7023
 AI7023.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI7023.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI7023.The horizontal coordinates are valid at the epoch date displayed above.
 AI7023.The epoch date for horizontal control is a decimal equivalence
 AI7023.of Year/Month/Day.
 AI7023
 AI7023.The orthometric height was determined by GPS observations and a
 AI7023.high-resolution geoid model.
 AI7023
 AI7023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7023
 AI7023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7023
 AI7023.The ellipsoidal height was determined by GPS observations
 AI7023.and is referenced to NAD 83.
 AI7023
 AI7023.The geoid height was determined by GEOID03.
 AI7023
 AI7023;                    North         East     Units Scale Factor Converg.
 AI7023;SPC NC       -   211,351.506   639,930.953   MT  0.99989726   +0 11 36.0
 AI7023;SPC NC       -   693,409.07  2,099,506.80   sFT  0.99989726   +0 11 36.0
 AI7023;UTM  17      - 3,948,171.934   711,377.243   MT  1.00015062   +1 21 41.6
 AI7023
 AI7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7023!SPC NC       -   0.99998550  x   0.99989726  =   0.99988276
 AI7023!UTM  17      -   0.99998550  x   1.00015062  =   1.00013611
 AI7023
 AI7023                          SUPERSEDED SURVEY CONTROL
 AI7023
 AI7023  NAD 83(2001)-  35 39 17.23700(N)    078 39 54.11996(W) AD(       ) 1
 AI7023  ELLIP H (03/13/03)   92.418  (m)                       GP(       ) 4 2
 AI7023  NAD 83(1986)-  35 39 17.24106(N)    078 39 54.13119(W) AD(       ) 1
 AI7023
 AI7023.Superseded values are not recommended for survey control.
 AI7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7023.See file dsdata.txt to determine how the superseded data were derived.
 AI7023
 AI7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1137748172(NAD 83)
 AI7023_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7023_STAMPING: BRIER 1999
 AI7023_MARK LOGO: NCGS  
 AI7023_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7023+STABILITY: SURFACE MOTION
 AI7023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7023+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1989
 AI7023
 AI7023  HISTORY     - Date     Condition        Report By
 AI7023  HISTORY     - 1999     MONUMENTED       NCGS
 AI7023  HISTORY     - 19891001 GOOD             NCGS
 AI7023  HISTORY     - 20070901 MARK NOT FOUND   GEOCAC
 AI7023
 AI7023                          STATION DESCRIPTION
 AI7023
 AI7023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AI7023'STATION IS LOCATED 0.1 MI (0.2 KM) SOUTHEAST OF WILLIAMS CROSSROADS
 AI7023'AND 8.8 MI (14.2 KM) SOUTH OF RALEIGH.
 AI7023'PROCEED ALONG SR 1010 (TEN-TEN ROAD) FOR 2.1 MI (3.4 KM) EAST FROM US
 AI7023'401 AT MCCULLERS CROSSROADS TO WILLIAMS CROSSROADS (SR 1006-OLD STAGE
 AI7023'RD) CONTINUE EAST ON SR 1010 FOR 0.1 MI (0.2 KM) TO A FIELD ENTRANCE
 AI7023'(SOUTH) AND THE STATION, IN THE SOUTHWEST QUADRANT.
 AI7023'MARK IS LEVEL WITH SR 1010 AND RECESSED 3-IN BELOW THE GROUND.
 AI7023'LOCATED 21.8 FT (6.6 M) SOUTHWEST OF THE CENTERLINE OF SR 1010, 20.0
 AI7023'FT (6.1 M) NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE, 47.0 FT
 AI7023'(14.3 M) SOUTH-SOUTHWEST OF A CABLE TV PEDESTAL ACROSS SR 1010, 73.2
 AI7023'FT (22.3 M) SOUTH-SOUTHWEST OF POWER POLE (T911BJ 65 KS A) ACROSS SR
 AI7023'1010, WITH REFERENCE TAG.
 AI7023
 AI7023                          STATION RECOVERY (1989)
 AI7023
 AI7023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (WLL)
 AI7023'STATION IS LOCATED 0.1 MI (0.2 KM) SOUTHEAST OF WILLIAMS CROSSROADS
 AI7023'AND 8.8 MI (14.2 KM) SOUTH OF RALEIGH. PROCEED ALONG SR 1010 (TEN-TEN
 AI7023'ROAD) FOR 2.1 MI (3.4 KM) EAST FROM US 401 AT MCCULLERS CROSSROADS TO
 AI7023'WILLIAMS CROSSROADS (SR 1006-OLD STAGE RD) CONTINUE EAST ON SR 1010
 AI7023'FOR 0.1 MI (0.2 KM) TO A FIELD ENTRANCE (SOUTH) AND THE STATION, IN
 AI7023'THE SOUTHWEST QUADRANT. MARK IS LEVEL WITH SR 1010 AND RECESSED 3-IN
 AI7023'BELOW THE GROUND. LOCATED 21.8 FT (6.6 M) SOUTHWEST OF THE CENTERLINE
 AI7023'OF SR 1010, 20.0 FT (6.1 M) NORTHWEST OF THE CENTER OF THE FIELD
 AI7023'ENTRANCE, 47.0 FT (14.3 M) SOUTH-SOUTHWEST OF A CABLE TV PEDESTAL
 AI7023'ACROSS SR 1010, 73.2 FT (22.3 M) SOUTH-SOUTHWEST OF POWER POLE (T911BJ
 AI7023'65 KS A) ACROSS SR 1010, WITH REFERENCE TAG.
 AI7023
 AI7023                          STATION RECOVERY (2007)
 AI7023
 AI7023'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AI7023'THE AREA HAS BEEN DISTURBED BY DITCH IMPROVEMENTS AND BY THE
 AI7023'INSTALLATION OF UNDERGROUND UTILITIES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2605 ***********************************************************************
 DD2605  DESIGNATION -  BRIERWOOD
 DD2605  PID         -  DD2605
 DD2605  STATE/COUNTY-  NC/BRUNSWICK
 DD2605  USGS QUAD   -  SHALLOTTE (1990)
 DD2605
 DD2605                         *CURRENT SURVEY CONTROL
 DD2605  ___________________________________________________________________
 DD2605* NAD 83(2001)-  33 57 19.05765(N)    078 24 07.77798(W)     ADJUSTED  
 DD2605* NAVD 88     -        15.0    (meters)      49.     (feet)  VERTCON   
 DD2605  ___________________________________________________________________
 DD2605  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DD2605  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 DD2605  HORZ ORDER  -  SECOND
 DD2605
 DD2605.The horizontal coordinates were established by classical geodetic methods
 DD2605.and adjusted by the National Geodetic Survey in August 2005.
 DD2605
 DD2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2605
 DD2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2605
 DD2605.The geoid height was determined by GEOID03.
 DD2605
 DD2605;                    North         East     Units Scale Factor Converg.
 DD2605;SPC NC       -    22,941.381   664,868.042   MT  1.00012610   +0 20 42.2
 DD2605;SPC NC       -    75,266.85  2,181,321.23   sFT  1.00012610   +0 20 42.2
 DD2605;UTM  17      - 3,760,240.083   740,061.626   MT  1.00031048   +1 27 06.1
 DD2605
 DD2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2605!SPC NC       -   1.00000325  x   1.00012610  =   1.00012935
 DD2605!UTM  17      -   1.00000325  x   1.00031048  =   1.00031373
 DD2605
 DD2605:                Primary Azimuth Mark                     Grid Az
 DD2605:SPC NC       -  POPLAR                                   039 57 24.8
 DD2605:UTM  17      -  POPLAR                                   038 51 00.9
 DD2605
 DD2605|---------------------------------------------------------------------|
 DD2605| PID    Reference Object                     Distance      Geod. Az  |
 DD2605|                                                           dddmmss.s |
 DD2605| DD2608 POPLAR                              APPROX. 1.0 KM 0401807.0 |
 DD2605|---------------------------------------------------------------------|
 DD2605
 DD2605                          SUPERSEDED SURVEY CONTROL
 DD2605
 DD2605  NAD 83(1986)-  33 57 19.06852(N)    078 24 07.78510(W) AD(       ) 2
 DD2605  NAD 27      -  33 57 18.44866(N)    078 24 08.76925(W) AD(       ) 2
 DD2605  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG    3  
 DD2605
 DD2605.Superseded values are not recommended for survey control.
 DD2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2605.See file dsdata.txt to determine how the superseded data were derived.
 DD2605
 DD2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4006260240(NAD 83)
 DD2605_MARKER: DE = TRAVERSE STATION DISK
 DD2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2605_STAMPING: BRIERWOOD 1975
 DD2605_MARK LOGO: NCGS  
 DD2605_PROJECTION: FLUSH
 DD2605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2605+STABILITY: SURFACE MOTION
 DD2605
 DD2605  HISTORY     - Date     Condition        Report By
 DD2605  HISTORY     - 1975     MONUMENTED       NCGS
 DD2605  HISTORY     - 1988     GOOD             USPSQD
 DD2605  HISTORY     - 19901201 GOOD             USPSQD
 DD2605  HISTORY     - 19910628 GOOD             USPSQD
 DD2605  HISTORY     - 19960912 GOOD             NCGS
 DD2605  HISTORY     - 19960912 GOOD             NCGS
 DD2605  HISTORY     - 20010331 MARK NOT FOUND   NGS
 DD2605
 DD2605                          STATION DESCRIPTION
 DD2605
 DD2605'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 DD2605'BRIERWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 DD2605'IN THE VICINITY OF SHALLOTTE, NORTH CAROLINA.
 DD2605'
 DD2605'BRIERWOOD IS LOCATED APPROXIMATELY 1.8 MILES SW OF SHALLOTTE.  TO
 DD2605'REACH STATION FROM INTERSECTION OF SR 1175 AND NC 130 WITH U.S. 17
 DD2605'AT THE WEST SIDE OF SHALLOTTE, PROCEED SOUTHERLY ALONG SR 1175 FOR
 DD2605'0.15 MILE TO THE INTERSECTION WITH SR 1173, TURN RIGHT AND
 DD2605'CONTINUE SW ALONG SR 1173 FOR 0.35 MILE TO THE INTERSECTION WITH
 DD2605'SR 1143, CONTINUE STRAIGHT (SW) ALONG SR 1143 FOR 0.75 MILE TO
 DD2605'STATION ON THE LEFT, DIRECTLY ACROSS HIGHWAY FROM TWO ONE STORY
 DD2605'SHINGLED HOUSES, AND 0.1 MILE SW OF THE ENTRANCE TO
 DD2605'BRIERWOOD ESTATES.
 DD2605'
 DD2605'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 DD2605'BRIERWOOD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 DD2605'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 DD2605'
 DD2605'MARK IS 39.5 FT SE OF C/L OF SR 1143
 DD2605'
 DD2605'3.0 FT NW OF PP WITH ALUMINUM REF. TAG
 DD2605'
 DD2605'154.6 FT NE OF PP WITH ALUMINUM REF. TAG
 DD2605'
 DD2605'46.8 FT N OF 10 IN PINE WITH ALUMINUM REF. TAG
 DD2605'
 DD2605'60.3 FT WSW OF 10 IN PINE WITH ALUMINUM REF. TAG
 DD2605'
 DD2605'76.9 FT ESE OF 10 IN PINE WITH ALUMINUM REF. TAG, ON NW SIDE OF
 DD2605'SR 1143
 DD2605
 DD2605                          STATION RECOVERY (1988)
 DD2605
 DD2605'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 DD2605'RECOVERED IN GOOD CONDITION.
 DD2605
 DD2605                          STATION RECOVERY (1990)
 DD2605
 DD2605'RECOVERY NOTE BY US POWER SQUADRON 1990 (FF)
 DD2605'RECOVERED IN GOOD CONDITION.
 DD2605
 DD2605                          STATION RECOVERY (1991)
 DD2605
 DD2605'RECOVERY NOTE BY US POWER SQUADRON 1991 (HP)
 DD2605'RECOVERED IN GOOD CONDITION.
 DD2605
 DD2605                          STATION RECOVERY (1996)
 DD2605
 DD2605'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB)
 DD2605'RECOVERED IN GOOD CONDITION.  NOTE CHANGES-- SR 1143 IN THE ORIGINAL
 DD2605'TEXT IS NOW NC 179 SOUTH.  THE TAGGED POWER POLE REFERENCES ARE NO
 DD2605'LONGER CORRECT,  7.5 FT (2.3 M) EAST-NORTHEAST OF A CONCRETE POWER
 DD2605'POLE WITH A PAINTED TRIANGLE.
 DD2605
 DD2605                          STATION RECOVERY (1996)
 DD2605
 DD2605'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB)
 DD2605'RECOVERED AS DESCRIBED.
 DD2605
 DD2605                          STATION RECOVERY (2001)
 DD2605
 DD2605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 DD2605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2202 ***********************************************************************
 EY2202  HT_MOD      -  This is a Height Modernization Survey Station.
 EY2202  DESIGNATION -  BRIERY
 EY2202  PID         -  EY2202
 EY2202  STATE/COUNTY-  NC/PITT
 EY2202  USGS QUAD   -  LEGGETTS CROSSROADS (1979)
 EY2202
 EY2202                         *CURRENT SURVEY CONTROL
 EY2202  ___________________________________________________________________
 EY2202* NAD 83(2007)-  35 41 09.24836(N)    077 12 07.40608(W)     ADJUSTED  
 EY2202* NAVD 88     -        10.12   (meters)      33.2    (feet)  GPS OBS   
 EY2202  ___________________________________________________________________
 EY2202  EPOCH DATE  -        2002.00
 EY2202  X           -   1,148,854.278 (meters)                     COMP
 EY2202  Y           -  -5,057,541.534 (meters)                     COMP
 EY2202  Z           -   3,699,925.477 (meters)                     COMP
 EY2202  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EY2202  ELLIP HEIGHT-         -25.883 (meters)          (02/10/07) ADJUSTED
 EY2202  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EY2202
 EY2202  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2202  Type    PID    Designation                      North   East  Ellip
 EY2202  -------------------------------------------------------------------
 EY2202  NETWORK EY2202 BRIERY                            0.82   0.69   1.71
 EY2202  -------------------------------------------------------------------
 EY2202
 EY2202.The horizontal coordinates were established by GPS observations
 EY2202.and adjusted by the National Geodetic Survey in February 2007.
 EY2202
 EY2202.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2202.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2202.The horizontal coordinates are valid at the epoch date displayed above.
 EY2202.The epoch date for horizontal control is a decimal equivalence
 EY2202.of Year/Month/Day.
 EY2202
 EY2202.The orthometric height was determined by GPS observations and a
 EY2202.high-resolution geoid model.
 EY2202.The orthometric height was determined by GPS observations and a
 EY2202.high-resolution geoid model using precise GPS observation and
 EY2202.processing techniques.
 EY2202
 EY2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2202
 EY2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2202
 EY2202.The ellipsoidal height was determined by GPS observations
 EY2202.and is referenced to NAD 83.
 EY2202
 EY2202.The geoid height was determined by GEOID03.
 EY2202
 EY2202;                    North         East     Units Scale Factor Converg.
 EY2202;SPC NC       -   216,225.850   772,325.785   MT  0.99990122   +1 02 15.8
 EY2202;SPC NC       -   709,400.98  2,533,872.18   sFT  0.99990122   +1 02 15.8
 EY2202;UTM  18      - 3,951,345.723   300,733.998   MT  1.00008932   -1 17 05.9
 EY2202
 EY2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2202!SPC NC       -   1.00000406  x   0.99990122  =   0.99990528
 EY2202!UTM  18      -   1.00000406  x   1.00008932  =   1.00009338
 EY2202
 EY2202|---------------------------------------------------------------------|
 EY2202| PID    Reference Object                     Distance      Geod. Az  |
 EY2202|                                                           dddmmss.s |
 EY2202| EY4410 BRIERY RM 1                          39.323 METERS 12554     |
 EY2202| EY4411 BRIERY RM 2                          26.844 METERS 23913     |
 EY2202| EY2207 GRINDLE                             APPROX.10.2 KM 2704044.3 |
 EY2202| EY2280 ROBERSONVILLE WATER TOWER           APPROX.15.7 KM 3421746.4 |
 EY2202|---------------------------------------------------------------------|
 EY2202
 EY2202                          SUPERSEDED SURVEY CONTROL
 EY2202
 EY2202  NAD 83(2001)-  35 41 09.24883(N)    077 12 07.40557(W) AD(       ) 1
 EY2202  ELLIP H (03/13/03)  -25.876  (m)                       GP(       ) 4 2
 EY2202  NAD 83(1986)-  35 41 09.25960(N)    077 12 07.41556(W) AD(       ) 1
 EY2202  NAD 83(1986)-  35 41 09.25774(N)    077 12 07.41770(W) AD(       ) 2
 EY2202  NAD 27      -  35 41 08.68050(N)    077 12 08.55750(W) AD(       ) 2
 EY2202  NGVD 29 (10/26/90)   10.     (m)           33.     (f) VERT ANG    3  
 EY2202
 EY2202.Superseded values are not recommended for survey control.
 EY2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2202.See file dsdata.txt to determine how the superseded data were derived.
 EY2202
 EY2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0073451346(NAD 83)
 EY2202_MARKER: DS = TRIANGULATION STATION DISK
 EY2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY2202_STAMPING: BRIERY
 EY2202_MARK LOGO: NCGS  
 EY2202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2202+STABILITY: SURFACE MOTION
 EY2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2202+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EY2202
 EY2202  HISTORY     - Date     Condition        Report By
 EY2202  HISTORY     - 1959     MONUMENTED       CGS
 EY2202  HISTORY     - 1967     GOOD             USE
 EY2202  HISTORY     - 1981     GOOD             NCGS
 EY2202  HISTORY     - 20010515 GOOD             NCGS
 EY2202
 EY2202                          STATION DESCRIPTION
 EY2202
 EY2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 EY2202'THE STATION IS ABOUT 5 MILES SOUTHEAST OF STOKES, 4 MILES SOUTH
 EY2202'OF CONGLETON, AT THE UNION GROVE FREE WILL BAPTIST CHURCH AND ON
 EY2202'PROPERTY OWNED BY THE CHURCH.
 EY2202'
 EY2202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND
 EY2202'903 IN STOKES, GO SOUTHEAST ON STATE HIGHWAY 33 FOR 2.9 MILES TO
 EY2202'A SAND T-ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON THE
 EY2202'SAND ROAD 2.0 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO
 EY2202'SOUTHEAST ON THE BLACKTOP ROAD 0.35 MILE TO THE CHURCH AND THE
 EY2202'STATION ON THE LEFT.
 EY2202'
 EY2202'STATION MARKS ARE STANDARD DISKS STAMPED BRIERY 1959.  THE SURFACE
 EY2202'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 EY2202'SURFACE OF THE GROUND.  IT IS 124 FEET NORTHEAST OF THE CENTERLINE
 EY2202'OF THE BLACKTOP ROAD, 77.5 FEET NORTH OF THE WEST CORNER OF THE
 EY2202'CHURCH, 59 FEET NORTHWEST OF THE NORTH CORNER OF THE CHURCH AND
 EY2202'20.5 FEET SOUTH OF AN EIGHT INCH PINE TREE WITH A TRIANGLE
 EY2202'BLAZE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 EY2202'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 EY2202'METAL WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 EY2202'
 EY2202'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRIERY NO 1 1959,
 EY2202'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 EY2202'153 FEET NORTHEAST OF THE CENTERLINE OF THE BLACKTOP ROAD AND
 EY2202'44.5 FEET EAST OF THE EAST CORNER OF THE CHURCH.
 EY2202'
 EY2202'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRIERY NO. 2 1959,
 EY2202'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 EY2202'88 FEET WEST OF THE WEST CORNER OF THE CHURCH, 37 FEET NORTHEAST
 EY2202'OF THE CENTERLINE OF THE BLACKTOP ROAD AND AT THE WEST CORNER OF
 EY2202'THE CHURCHYARD.
 EY2202'
 EY2202'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 EY2202'
 EY2202'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EY2202
 EY2202                          STATION RECOVERY (1967)
 EY2202
 EY2202'RECOVERY NOTE BY US ENGINEERS 1967
 EY2202'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK
 EY2202'STAMPED BRIERY 1959 SET IN A CONCRETE MONUMENT FLUSH WITH THE
 EY2202'GROUND.
 EY2202'
 EY2202'IT IS 120 FT NE OF THE CENTERLINE OF THE BLACKTOP ROAD, AND
 EY2202'58 FT NW OF THE NW CORNER OF THE CHURCH.
 EY2202'
 EY2202'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 33
 EY2202'AND 903 IN STOKES GO SE ON STATE HIGHWAY 33 FOR 2.9
 EY2202'MILES TO A SAND T ROAD ON THE LEFT.  TURN LEFT (E) ON THE
 EY2202'SAND ROAD FOR 2.0 MILES TO A T INTERSECTION.  TURN RIGHT
 EY2202'(SE) ON THE BLACKTOP ROAD FOR 0.35 MILE TO A CHURCH AND STATION
 EY2202'SITE.
 EY2202'
 EY2202'R.M. 1 IS THE CENTER OF A STANDARD USC AND GS REFERENCE
 EY2202'DISK STAMPED BRIERY 1 1959.  IT IS 153 FT NE OF THE
 EY2202'CENTERLINE OF THE BLACKTOP ROAD AND 44.5 FT NE OF THE E
 EY2202'CORNER OF THE CHURCH.
 EY2202'
 EY2202'R.M. 2 IS THE CENTER OF A STANDARD USC AND GS REFERENCE DISK
 EY2202'STAMPED BRIERY 2 1959.  IT IS 88 FT W OF W CORNER OF THE
 EY2202'CHURCH, AND 37 FT NE OF THE CENTERLINE OF THE BLACKTOP ROAD.
 EY2202
 EY2202                          STATION RECOVERY (1981)
 EY2202
 EY2202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EY2202'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EY2202'
 EY2202'REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 EY2202'REFERENCE MARK 2 CONCRETE POST IS CHIPPED ON NORTHWEST SIDE BUT
 EY2202'APPEARS UNDISTURBED.
 EY2202'
 EY2202'STATION IS ABOUT 4.1 MILES NORTH-NORTHEAST OF THE PACTOLUS COMMUNITY.
 EY2202'TO REACH THE STATION FROM THE INTERSECTION OF US 264 AND NC 30 EAST OF
 EY2202'PACTOLUS COMMUNITY PROCEED NORTHWESTERLY ALONG NC 30 FOR 1.2 MILE TO
 EY2202'CROSSROADS WITH SR 1557, SR 1558, THENCE NORTHEAST ALONG SR 1557 FOR
 EY2202'2.0 MILES TO SR 1550, THENCE NORTHERLY ALONG SR 1550 FOR 2.1 MILES TO
 EY2202'UNION GROVE BAPTIST CHURCH AND STATION IN CHURCH YARD.
 EY2202'
 EY2202'STATION MARK IS A STANDARD DISK STAMPED---BRIERY 1959---, IS SET IN A
 EY2202'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE. THE MARK
 EY2202'IS 124 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 77.5 FEET NORTH OF
 EY2202'WEST CORNER OF CHURCH, 2.7 FEET WEST OF WITNESS POST.
 EY2202'
 EY2202'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BRIERY NO 1 1959---, SET
 EY2202'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES ABOVE GROUND
 EY2202'SURFACE. THE MARK IS 153. FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 EY2202'44.5 FEET EAST OF EAST CORNER OF CHURCH, 32.7 FEET SOUTH OF 10 INCH
 EY2202'OAK WITH REFERENCE TAG. REFERENCE MARK 2 IS A STANDARD DISK STAMPED---
 EY2202'BRIERY NO 2 1959---, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 EY2202'2 INCHES ABOVE GROUND SURFACE. THE MARK IS 88.0 FEET NORTHWEST OF WEST
 EY2202'CORNER OF CHURCH, 37.0 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, AND
 EY2202'51.0 FEET NORTH OF NORTH END OF DRIVEWAY CULVERT.
 EY2202
 EY2202                          STATION RECOVERY (2001)
 EY2202
 EY2202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2202'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CARRECTIONS AND
 EY2202'ADDITIONS.
 EY2202'LOCATED 58.4 FT (17.8 M) NORTHWEST OF THE NORTHEAST CORNER OF CHURCH,
 EY2202'85.4 FT (26.0 M) NORTH-NORTHEAST OF THE WEST CORNER OF CHURCH, 87.9 FT
 EY2202'(26.8 M) EAST-NORTHEAST OF STATION BRIERY RM 2 AND 60.5 FT (18.4 M)
 EY2202'EAST-NORTHEAST OF A SERVICE POLE WITH REFERENCE TAG.
 EY2202'UNION GROVE BAPTIST CHURCH IS NOW FREE WILL BAPTIST, WITNESS POST IS
 EY2202'GONE, NC 33 IS NOW NC 30 AND THE REFERENCED WEST CORNER OF BUILDING
 EY2202'HAS BEEN REMODELED.
 EY2202'RM 2 WAS RECOVERED IN GOOD CONDITION.
 EY2202'RM 1 WAS NOT FOUND THIS DATE, MAY BE UNDER NEW CHURCH FELLOWSHIP HALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0665 ***********************************************************************
 EX0665  DESIGNATION -  BRIERY
 EX0665  PID         -  EX0665
 EX0665  STATE/COUNTY-  NC/DARE
 EX0665  USGS QUAD   -  EAST LAKE (1975)
 EX0665
 EX0665                         *CURRENT SURVEY CONTROL
 EX0665  ___________________________________________________________________
 EX0665* NAD 83(2001)-  35 55 36.47044(N)    075 56 08.41387(W)     ADJUSTED  
 EX0665* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0665  ___________________________________________________________________
 EX0665  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 EX0665  GEOID HEIGHT-         -38.88  (meters)                     GEOID03
 EX0665  HORZ ORDER  -  THIRD
 EX0665
 EX0665.The horizontal coordinates were established by classical geodetic methods
 EX0665.and adjusted by the National Geodetic Survey in August 2005.
 EX0665
 EX0665.The orthometric height was scaled from a topographic map.
 EX0665
 EX0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0665
 EX0665.The geoid height was determined by GEOID03.
 EX0665
 EX0665;                    North         East     Units Scale Factor Converg.
 EX0665;SPC NC       -   245,746.389   886,087.594   MT  0.99994188   +1 46 07.1
 EX0665;SPC NC       -   806,252.94  2,907,105.71   sFT  0.99994188   +1 46 07.1
 EX0665;UTM  18      - 3,976,233.680   415,591.195   MT  0.99968779   -0 32 56.5
 EX0665
 EX0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0665!SPC NC       -   1.00000599  x   0.99994188  =   0.99994787
 EX0665!UTM  18      -   1.00000599  x   0.99968779  =   0.99969378
 EX0665
 EX0665|---------------------------------------------------------------------|
 EX0665| PID    Reference Object                     Distance      Geod. Az  |
 EX0665|                                                           dddmmss.s |
 EX0665| EX0726 BRIERY RM 1                          14.490 METERS 12554     |
 EX0665| EX0727 BRIERY RM 2                          12.558 METERS 21005     |
 EX0665| EX0670 GATOR                               APPROX. 3.8 KM 3431513.3 |
 EX0665|---------------------------------------------------------------------|
 EX0665
 EX0665                          SUPERSEDED SURVEY CONTROL
 EX0665
 EX0665  NAD 83(1986)-  35 55 36.48614(N)    075 56 08.42436(W) AD(       ) 3
 EX0665  NAD 27      -  35 55 35.91700(N)    075 56 09.74100(W) AD(       ) 3
 EX0665
 EX0665.Superseded values are not recommended for survey control.
 EX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0665.See file dsdata.txt to determine how the superseded data were derived.
 EX0665
 EX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1559176234(NAD 83)
 EX0665_MARKER: DS = TRIANGULATION STATION DISK
 EX0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EX0665
 EX0665  HISTORY     - Date     Condition        Report By
 EX0665  HISTORY     - 1935     MONUMENTED       CGS
 EX0665  HISTORY     - 1951     SEE DESCRIPTION  CGS
 EX0665
 EX0665                          STATION DESCRIPTION
 EX0665
 EX0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (RPE)
 EX0665'STATION IS ON E SHORE OF ALLIGATOR RIVER ON A POINT OF THICK
 EX0665'WOODS S OF ENTRANCE TO EAST AND SOUTH LAKES, ABOUT 2 MILES FROM
 EX0665'MOUTH OF ALLIGATOR RIVER.  IT IS ABOUT 4 METERS FROM WATER LINE
 EX0665'AMONG A GROUP OF BLAZED TREES.
 EX0665'
 EX0665'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EX0665'CONCRETE.  DISKS ARE STAMPED
 EX0665'WITH THE NAME, DATE AND NUMBER.
 EX0665'
 EX0665'CAN BE REACHED BY WATER ONLY.
 EX0665
 EX0665                          STATION RECOVERY (1951)
 EX0665
 EX0665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EX0665'STATION MARK AND REFERENCE MARK NO. 2 DESTROYED.  MONUMENTS
 EX0665'FOUND LYING HORIZONTALLY OFFSHORE IN 2 FEET OF WATER.  THE
 EX0665'DISKS WERE REMOVED BY THIS PARTY.
 EX0665'
 EX0665'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION AND WAS
 EX0665'OCCUPIED BY THIS PARTY.  ORIGINAL DESCRIPTION IS ADEQUATE
 EX0665'EXCEPT THE BLAZED TREES ARE NO LONGER STANDING.  MARK IS NOW
 EX0665'ONE METER FROM M.H.W. AND 4 INCHES BELOW THE SURFACE OF THE
 EX0665'GROUND.  A SIX-INCH PINE, 2 METERS EAST, WAS BLAZED.
 EX0665'
 EX0665'R.M. NO. 3 WAS ESTABLISHED BY THIS PARTY.  THE MARK IS A
 EX0665'2-1/2-INCH DIAMETER IRON PIPE DRIVEN IN THE GROUND AND PROJECTS
 EX0665'ABOUT ONE FOOT.  THE DISK IS A STANDARD REFERENCE MARK DISK AND
 EX0665'IS STAMPED BRIERY 1935-51 NO. 3.  THE ARROW POINTS TOWARD R.M.
 EX0665'NO. 1.  A 6-INCH GUM TREE, ONE FOOT E OF THE MARK WAS
 EX0665'BLAZED.  R.M. NO. 3 IS 8.30 METERS FROM R.M. NO. 1.  THE ANGLE
 EX0665'AT R.M. NO.1 BETWEEN GATOR AND R.M. NO. 3 IS N 21 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2755 ***********************************************************************
 AH2755  DESIGNATION -  BRIERY
 AH2755  PID         -  AH2755
 AH2755  STATE/COUNTY-  NC/LENOIR
 AH2755  USGS QUAD   -  KINSTON (1983)
 AH2755
 AH2755                         *CURRENT SURVEY CONTROL
 AH2755  ___________________________________________________________________
 AH2755* NAD 83(2007)-  35 18 12.28101(N)    077 34 07.79882(W)     ADJUSTED  
 AH2755* NAVD 88     -        23.577  (meters)      77.35   (feet)  ADJUSTED  
 AH2755  ___________________________________________________________________
 AH2755  EPOCH DATE  -        2002.00
 AH2755  X           -   1,121,761.925 (meters)                     COMP
 AH2755  Y           -  -5,088,865.253 (meters)                     COMP
 AH2755  Z           -   3,665,382.315 (meters)                     COMP
 AH2755  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AH2755  ELLIP HEIGHT-         -12.480 (meters)          (02/10/07) ADJUSTED
 AH2755  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 AH2755  DYNAMIC HT  -          23.556 (meters)      77.28  (feet)  COMP
 AH2755
 AH2755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2755  Type    PID    Designation                      North   East  Ellip
 AH2755  -------------------------------------------------------------------
 AH2755  NETWORK AH2755 BRIERY                            0.47   0.51   1.23
 AH2755  -------------------------------------------------------------------
 AH2755  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 AH2755
 AH2755  VERT ORDER  -  SECOND    CLASS I
 AH2755
 AH2755.The horizontal coordinates were established by GPS observations
 AH2755.and adjusted by the National Geodetic Survey in February 2007.
 AH2755
 AH2755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2755.The horizontal coordinates are valid at the epoch date displayed above.
 AH2755.The epoch date for horizontal control is a decimal equivalence
 AH2755.of Year/Month/Day.
 AH2755
 AH2755.The orthometric height was determined by differential leveling
 AH2755.and adjusted in August 2000.
 AH2755
 AH2755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2755
 AH2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2755
 AH2755.The ellipsoidal height was determined by GPS observations
 AH2755.and is referenced to NAD 83.
 AH2755
 AH2755.The geoid height was determined by GEOID03.
 AH2755
 AH2755.The dynamic height is computed by dividing the NAVD 88
 AH2755.geopotential number by the normal gravity value computed on the
 AH2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2755.degrees latitude (g = 980.6199 gals.).
 AH2755
 AH2755.The modeled gravity was interpolated from observed gravity values.
 AH2755
 AH2755;                    North         East     Units Scale Factor Converg.
 AH2755;SPC NC       -   173,258.065   739,744.702   MT  0.99987300   +0 49 33.7
 AH2755;SPC NC       -   568,430.83  2,426,979.08   sFT  0.99987300   +0 49 33.7
 AH2755;UTM  18      - 3,909,718.166   266,432.100   MT  1.00027236   -1 29 06.8
 AH2755
 AH2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2755!SPC NC       -   1.00000196  x   0.99987300  =   0.99987496
 AH2755!UTM  18      -   1.00000196  x   1.00027236  =   1.00027432
 AH2755
 AH2755                          SUPERSEDED SURVEY CONTROL
 AH2755
 AH2755  NAD 83(2001)-  35 18 12.28143(N)    077 34 07.79840(W) AD(       ) 1
 AH2755  ELLIP H (03/13/03)  -12.483  (m)                       GP(       ) 4 2
 AH2755  NAD 83(1986)-  35 18 12.29043(N)    077 34 07.80686(W) AD(       ) 1
 AH2755
 AH2755.Superseded values are not recommended for survey control.
 AH2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2755.See file dsdata.txt to determine how the superseded data were derived.
 AH2755
 AH2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6643209718(NAD 83)
 AH2755_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2755_STAMPING: BRIERY 1991
 AH2755_MARK LOGO: NCGS  
 AH2755_PROJECTION: FLUSH
 AH2755_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2755+STABILITY: SURFACE MOTION
 AH2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2755+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1996
 AH2755
 AH2755  HISTORY     - Date     Condition        Report By
 AH2755  HISTORY     - 1991     MONUMENTED       NCGS
 AH2755  HISTORY     - 19960919 GOOD             NCGS
 AH2755  HISTORY     - 20050220 MARK NOT FOUND   USPSQD
 AH2755
 AH2755                          STATION DESCRIPTION
 AH2755
 AH2755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2755'STATION IS LOCATED ABOUT 2.55 MI (4.10 KM) NORTH-NORTHEAST OF KINSTON.
 AH2755'ALONG NC 58 FOR 0.55 MI (0.89 KM) NORTHEAST FROM SR 1745 (CUNNINGHAM
 AH2755'RD), AT THE EDGE OF A FIELD AND ABOUT 100 YARDS SOUTHWEST OF A SMALL
 AH2755'BRICK HOUSE. MARK IS ABOUT LEVEL WITH HIGHWAY AND RECESSED 1 INCH
 AH2755'BELOW GROUND. LOCATED 35.30 FT (10.76 M) SOUTHEAST OF THE CENTERLINE
 AH2755'OF NC 58, 9.00 FT (2.74 M) NORTHEAST OF THE CENTERLINE OF A FARM ROAD,
 AH2755'AND 27.85 FT (8.49 M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AH2755
 AH2755                          STATION RECOVERY (1996)
 AH2755
 AH2755'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AH2755'RECOVERED AS DESCRIBED.
 AH2755
 AH2755                          STATION RECOVERY (2005)
 AH2755
 AH2755'RECOVERY NOTE BY US POWER SQUADRON 2005
 AH2755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4411 ***********************************************************************
 EY4411  DESIGNATION -  BRIERY RM 2
 EY4411  PID         -  EY4411
 EY4411  STATE/COUNTY-  NC/PITT
 EY4411  USGS QUAD   -  LEGGETTS CROSSROADS (1979)
 EY4411
 EY4411                         *CURRENT SURVEY CONTROL
 EY4411  ___________________________________________________________________
 EY4411* NAD 83(2001)-  35 41 08.80495(N)    077 12 08.32074(W)     ADJUSTED  
 EY4411* NAVD 88     -        10.     (meters)      33.     (feet)  VERTCON   
 EY4411  ___________________________________________________________________
 EY4411  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EY4411  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 EY4411  HORZ ORDER  -  SECOND
 EY4411
 EY4411.The horizontal coordinates were established by classical geodetic methods
 EY4411.and adjusted by the National Geodetic Survey in August 2005.
 EY4411
 EY4411.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4411
 EY4411.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4411
 EY4411.The geoid height was determined by GEOID03.
 EY4411
 EY4411;                    North         East     Units Scale Factor Converg.
 EY4411;SPC NC       -   216,211.771   772,303.040   MT  0.99990120   +1 02 15.3
 EY4411;SPC NC       -   709,354.79  2,533,797.56   sFT  0.99990120   +1 02 15.3
 EY4411;UTM  18      - 3,951,332.575   300,710.696   MT  1.00008943   -1 17 06.4
 EY4411
 EY4411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4411!SPC NC       -   1.00000401  x   0.99990120  =   0.99990521
 EY4411!UTM  18      -   1.00000401  x   1.00008943  =   1.00009344
 EY4411
 EY4411                          SUPERSEDED SURVEY CONTROL
 EY4411
 EY4411  NAD 83(1986)-  35 41 08.81391(N)    077 12 08.33277(W) AD(       ) 2
 EY4411  NGVD 29 (10/26/90)   11.     (m)           36.     (f) H LEVEL     3  
 EY4411
 EY4411.Superseded values are not recommended for survey control.
 EY4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4411.See file dsdata.txt to determine how the superseded data were derived.
 EY4411
 EY4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0071151333(NAD 83)
 EY4411_MARKER: DR = REFERENCE MARK DISK
 EY4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4411_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4411_STAMPING: BRIERY NO 2 1959
 EY4411_MARK LOGO: CGS   
 EY4411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4411+STABILITY: SURFACE MOTION
 EY4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4411+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 EY4411
 EY4411  HISTORY     - Date     Condition        Report By
 EY4411  HISTORY     - 1959     MONUMENTED       CGS
 EY4411  HISTORY     - 1981     GOOD             NCGS
 EY4411  HISTORY     - 20010515 GOOD             NCGS
 EY4411
 EY4411                          STATION DESCRIPTION
 EY4411
 EY4411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 EY4411'THE STATION IS LOCATED APPROXIMATELY 5.0 MILES SOUTHEAST OF STOKES AND
 EY4411'11.5 MILES NORTHEAST OF GREENVILLE.
 EY4411'
 EY4411'TO REACH THE STATION FROM INTERSECTION OF US 264 AND NC 30 EAST OF
 EY4411'PACTOLUS COMMUNITY, PROCEED NORTHWEST ALONG NC 30 FOR 1.2 MILES TO
 EY4411'SR 1557 (NORTHEAST), SR 1558 (SOUTHWEST) CROSSROADS, THENCE NORTHEAST
 EY4411'ALONG SR 1557 FOR 2.0 MILES TO INTERSECTION WITH SR 1550, THENCE
 EY4411'NORTHERLY ALONG SR 1550 FOR 2.1 MILES TO UNION GROVE BAPTIST CHURCH
 EY4411'AND STATION ON RIGHT IN CHURCH YARD.
 EY4411'
 EY4411'STATION MARK IS A STANDARD CGS REFERENCE MARK DISK STAMPED---BREIRY NO
 EY4411'2 1959---, SET IN TOP OF AN 8 INCH CONCRETE MONUMENT, PROJECTING 2
 EY4411'INCHES ABOVE GROUND SURFACE. THE MARK IS 37.0 FEET NORTHEAST OF
 EY4411'CENTERLINE OF SR 1550, 5.4 FEET EAST OF POWER POLE WITH REFERENCE TAG,
 EY4411'28.1 FEET SOUTHWEST OF LAMP POST WITH REFERENCE TAG, 87.8 FEET
 EY4411'SOUTHWEST OF BRIERY, 88.0 FEET NORTHWEST OF WEST CORNER OF CHURCH
 EY4411'BUILDING, AND 51.0 FEET NORTH OF NORTH END OF CULVERT UNDER DRIVE.
 EY4411
 EY4411                          STATION RECOVERY (2001)
 EY4411
 EY4411'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY4411'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 EY4411'CORRECTION.
 EY4411'LOCATED 84.2 FT (25.7 M) NORTHWEST OF THE WEST CORNER OF CHURCH AND
 EY4411'28.5 FT (8.7 M) SOUTHWEST OF A SERVICE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3041 ***********************************************************************
 FB3041  DESIGNATION -  BRIGG
 FB3041  PID         -  FB3041
 FB3041  STATE/COUNTY-  NC/HENDERSON
 FB3041  USGS QUAD   -  HORSE SHOE (1991)
 FB3041
 FB3041                         *CURRENT SURVEY CONTROL
 FB3041  ___________________________________________________________________
 FB3041* NAD 83(2001)-  35 20 17.76867(N)    082 33 52.60240(W)     ADJUSTED  
 FB3041* NAVD 88     -       654.8    (meters)    2148.     (feet)  VERTCON   
 FB3041  ___________________________________________________________________
 FB3041  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 FB3041  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FB3041  HORZ ORDER  -  SECOND
 FB3041
 FB3041.The horizontal coordinates were established by classical geodetic methods
 FB3041.and adjusted by the National Geodetic Survey in August 2005.
 FB3041
 FB3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3041
 FB3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3041
 FB3041.The geoid height was determined by GEOID03.
 FB3041
 FB3041;                    North         East     Units Scale Factor Converg.
 FB3041;SPC NC       -   182,003.644   285,649.722   MT  0.99987373   -2 03 26.6
 FB3041;SPC NC       -   597,123.62    937,169.13   sFT  0.99987373   -2 03 26.6
 FB3041;UTM  17      - 3,911,679.957   357,810.741   MT  0.99984916   -0 54 18.5
 FB3041
 FB3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3041!SPC NC       -   0.99990199  x   0.99987373  =   0.99977573
 FB3041!UTM  17      -   0.99990199  x   0.99984916  =   0.99975116
 FB3041
 FB3041|---------------------------------------------------------------------|
 FB3041| PID    Reference Object                     Distance      Geod. Az  |
 FB3041|                                                           dddmmss.s |
 FB3041| FB3040 SHIPMAN                             312.382 METERS 05259     |
 FB3041| FB3043 WHITE                               APPROX. 1.0 KM 2232333.7 |
 FB3041|---------------------------------------------------------------------|
 FB3041
 FB3041                          SUPERSEDED SURVEY CONTROL
 FB3041
 FB3041  NAD 83(1995)-  35 20 17.77116(N)    082 33 52.60061(W) AD(       ) 2
 FB3041  NAD 83(1986)-  35 20 17.77146(N)    082 33 52.60059(W) AD(       ) 2
 FB3041  NAD 27      -  35 20 17.35663(N)    082 33 53.15667(W) AD(       ) 2
 FB3041  NGVD 29 (07/19/86)  654.8    (m)         2148.     (f) VERT ANG    3  
 FB3041
 FB3041.Superseded values are not recommended for survey control.
 FB3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3041.See file dsdata.txt to determine how the superseded data were derived.
 FB3041
 FB3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5781111680(NAD 83)
 FB3041_MARKER: DE = TRAVERSE STATION DISK
 FB3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3041_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3041+STABILITY: SURFACE MOTION
 FB3041
 FB3041  HISTORY     - Date     Condition        Report By
 FB3041  HISTORY     - 1975     MONUMENTED       NCGS
 FB3041
 FB3041                          STATION DESCRIPTION
 FB3041
 FB3041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3041'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST OF HORSE SHOE
 FB3041'COMMUNITY AND 6.2 MILES WEST-NORTHWEST OF HENDERSONVILLE.
 FB3041'
 FB3041'TO REACH THE STATION FROM THE INTERSECTION OF US 64 AND SR 1314 AT THE
 FB3041'POST OFFICE IN HORSE SHOE, PROCEED SOUTHWEST ALONG US 64 FOR 0.55 MILE
 FB3041'TO STATION ON THE RIGHT IN NORTHWEST SHOULDER OF HIGHWAY AND 0.95 MILE
 FB3041'NORTHEAST OF BRIDGE OVER FRENCH BROAD RIVER.
 FB3041'
 FB3041'STATION MARK IS A STANDARD DISK, STAMPED---BRIGG 1975---, SET IN THE
 FB3041'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 FB3041'GROUND SURFACE.  MARK IS 22.6 FEET NORTHWEST OF THE CENTERLINE OF US
 FB3041'64, 106.4 FEET NORTHEAST OF CENTERLINE OF GRAVEL DRIVEWAY NORTH, 76.5
 FB3041'FEET NORTHWEST OF AN UNDERGROUND TELEPHONE JUNCTION BOX AND 82.5 FEET
 FB3041'NORTHWEST OF A POWER POLE ON SOUTH SIDE OF HIGHWAY WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2693 ***********************************************************************
 FX2693  DESIGNATION -  BRIGGS
 FX2693  PID         -  FX2693
 FX2693  STATE/COUNTY-  NC/GATES
 FX2693  USGS QUAD   -  SUNBURY (1981)
 FX2693
 FX2693                         *CURRENT SURVEY CONTROL
 FX2693  ___________________________________________________________________
 FX2693* NAD 83(2001)-  36 26 30.38031(N)    076 32 22.58133(W)     ADJUSTED  
 FX2693* NAVD 88     -        13.890  (meters)      45.57   (feet)  ADJUSTED  
 FX2693  ___________________________________________________________________
 FX2693  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 FX2693  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 FX2693  DYNAMIC HT  -          13.879 (meters)      45.53  (feet)  COMP
 FX2693  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 FX2693
 FX2693  HORZ ORDER  -  SECOND
 FX2693  VERT ORDER  -  SECOND    CLASS II
 FX2693
 FX2693.The horizontal coordinates were established by classical geodetic methods
 FX2693.and adjusted by the National Geodetic Survey in August 2005.
 FX2693
 FX2693.The orthometric height was determined by differential leveling
 FX2693.and adjusted in June 1991.
 FX2693
 FX2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2693
 FX2693.The geoid height was determined by GEOID03.
 FX2693
 FX2693.The dynamic height is computed by dividing the NAVD 88
 FX2693.geopotential number by the normal gravity value computed on the
 FX2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2693.degrees latitude (g = 980.6199 gals.).
 FX2693
 FX2693.The modeled gravity was interpolated from observed gravity values.
 FX2693
 FX2693;                    North         East     Units Scale Factor Converg.
 FX2693;SPC NC       -   301,355.824   830,192.479   MT  1.00008841   +1 25 12.2
 FX2693;SPC NC       -   988,698.23  2,723,723.16   sFT  1.00008841   +1 25 12.2
 FX2693;UTM  18      - 4,034,050.681   362,012.088   MT  0.99983459   -0 54 52.8
 FX2693
 FX2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2693!SPC NC       -   1.00000354  x   1.00008841  =   1.00009195
 FX2693!UTM  18      -   1.00000354  x   0.99983459  =   0.99983813
 FX2693
 FX2693                          SUPERSEDED SURVEY CONTROL
 FX2693
 FX2693  NAD 83(1993)-  36 26 30.38372(N)    076 32 22.58584(W) AD(       ) 2
 FX2693  NAD 83(1986)-  36 26 30.39310(N)    076 32 22.60422(W) AD(       ) 2
 FX2693  NGVD 29 (01/18/91)   14.21   (m)           46.6    (f) LEVELING    3  
 FX2693
 FX2693.Superseded values are not recommended for survey control.
 FX2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2693.See file dsdata.txt to determine how the superseded data were derived.
 FX2693
 FX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6201234051(NAD 83)
 FX2693_MARKER: DE = TRAVERSE STATION DISK
 FX2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2693_SP_SET: CONCRETE POST
 FX2693_STAMPING: BRIGGS 1980
 FX2693_MARK LOGO: NCGS  
 FX2693_PROJECTION: RECESSED 8 CENTIMETERS
 FX2693_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2693+STABILITY: SURFACE MOTION
 FX2693
 FX2693  HISTORY     - Date     Condition        Report By
 FX2693  HISTORY     - 1980     MONUMENTED       NCGS
 FX2693  HISTORY     - 1980     GOOD             NCGS
 FX2693  HISTORY     - 19970413 MARK NOT FOUND   USPSQD
 FX2693
 FX2693                          STATION DESCRIPTION
 FX2693
 FX2693'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2693'STATION IS LOCATED APPROXIMATELY 0.4 MILE EAST OF ACRON HILL, 4.0
 FX2693'MILES EAST OF SUNBURY AND 11.2 MILES WEST OF MORGANS CORNER.
 FX2693'
 FX2693'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY,
 FX2693'PROCEED EAST ALONG US 158 FOR 4.1 MILES TO STATION IN RIGHT SHOULDER,
 FX2693'ON PROLONGATION OF CENTERLINE OF CONCRETE DRIVE TO THE BRICK BRIGGS
 FX2693'RESIDENCE, AND 0.4 MILE EAST OF SR 1002.
 FX2693'
 FX2693'STATION MARK IS A STANDARD DISK STAMPED---BRIGGS 1980---SET IN TOP OF
 FX2693'A 10 INCH CONCRETE CYLINDER, 3 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2693'15.1 FEET SOUTH OF CENTERLINE OF HIGHWAY, 71.1 FEET SOUTH OF POWER
 FX2693'POLE WITH REFERENCE TAG, 72.9 FEET SOUTH OF TELEPHONE POLE PEDESTAL
 FX2693'AND 61.1 FEET SOUTHWEST OF MAILBOX POST.
 FX2693
 FX2693                          STATION RECOVERY (1980)
 FX2693
 FX2693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2693'4.0 MI EAST FROM SUNBURY.
 FX2693'4.1 MILES EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN
 FX2693'SUNBURY, IN HIGHWAY SHOULDER ON PROLONGATION OF THE CENTERLINE OF A
 FX2693'CONCRETE DRIVE TO THE BRICK BRIGGS RESIDENCE, AND 0.4 MILE EAST OF
 FX2693'SR 1002 CROSSROAD - ACORN HILL. 15.1 FEET SOUTH OF CENTERLINE OF
 FX2693'HIGHWAY, 71.1 FEET SOUTH OF POWER POLE WITH REFERENCE TAG, 72.9
 FX2693'FEET SOUTH OF TELEPHONE PEDESTAL AND 61.1 FEET SOUTHWEST OF MAILBOX
 FX2693'POST.
 FX2693'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2693
 FX2693                          STATION RECOVERY (1997)
 FX2693
 FX2693'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3195 ***********************************************************************
 FA3195  DESIGNATION -  BRIGGS
 FA3195  PID         -  FA3195
 FA3195  STATE/COUNTY-  NC/GASTON
 FA3195  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3195
 FA3195                         *CURRENT SURVEY CONTROL
 FA3195  ___________________________________________________________________
 FA3195* NAD 83(2001)-  35 13 20.56644(N)    081 12 07.39813(W)     ADJUSTED  
 FA3195* NAVD 88     -       243.6    (meters)     799.     (feet)  VERTCON   
 FA3195  ___________________________________________________________________
 FA3195  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 FA3195  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FA3195  HORZ ORDER  -  SECOND
 FA3195
 FA3195.The horizontal coordinates were established by classical geodetic methods
 FA3195.and adjusted by the National Geodetic Survey in August 2005.
 FA3195
 FA3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3195
 FA3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3195
 FA3195.The geoid height was determined by GEOID03.
 FA3195
 FA3195;                    North         East     Units Scale Factor Converg.
 FA3195;SPC NC       -   165,554.105   409,166.971   MT  0.99987272   -1 16 15.5
 FA3195;SPC NC       -   543,155.43  1,342,408.64   sFT  0.99987272   -1 16 15.5
 FA3195;UTM  17      - 3,897,723.266   481,612.153   MT  0.99960417   -0 06 59.5
 FA3195
 FA3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3195!SPC NC       -   0.99996668  x   0.99987272  =   0.99983940
 FA3195!UTM  17      -   0.99996668  x   0.99960417  =   0.99957086
 FA3195
 FA3195|---------------------------------------------------------------------|
 FA3195| PID    Reference Object                     Distance      Geod. Az  |
 FA3195|                                                           dddmmss.s |
 FA3195| FA3214 PLYMOUTH                            384.235 METERS 26048     |
 FA3195|---------------------------------------------------------------------|
 FA3195
 FA3195                          SUPERSEDED SURVEY CONTROL
 FA3195
 FA3195  NAD 83(1986)-  35 13 20.58434(N)    081 12 07.40074(W) AD(       ) 2
 FA3195  NAD 27      -  35 13 20.08746(N)    081 12 08.12370(W) AD(       ) 2
 FA3195  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG    3  
 FA3195
 FA3195.Superseded values are not recommended for survey control.
 FA3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3195.See file dsdata.txt to determine how the superseded data were derived.
 FA3195
 FA3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8161297723(NAD 83)
 FA3195_MARKER: DE = TRAVERSE STATION DISK
 FA3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3195_STAMPING: BRIGGS 1964
 FA3195_MARK LOGO: NCGS  
 FA3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3195+STABILITY: SURFACE MOTION
 FA3195
 FA3195  HISTORY     - Date     Condition        Report By
 FA3195  HISTORY     - 1964     MONUMENTED       NCGS
 FA3195  HISTORY     - 1987     GOOD             USPSQD
 FA3195  HISTORY     - 1988     GOOD             USPSQD
 FA3195  HISTORY     - 19971220 MARK NOT FOUND   USPSQD
 FA3195  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 FA3195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3195  HISTORY     - 20040924 MARK NOT FOUND   USPSQD
 FA3195
 FA3195                          STATION DESCRIPTION
 FA3195
 FA3195'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3195'BRIGGS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3195'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3195'
 FA3195'BRIGGS IS 2.9 MILES SSW OF GASTONIA, LOCATED 0.1 MILE W ALONG
 FA3195'DAVIS PARK RD. FROM U.S. 321.  2.2 MILES SE ALONG DAVIS PARK
 FA3195'RD. FROM INTERSECTION OF LINWOOD AND DAVIS.  ON N SIDE OF DAVIS
 FA3195'PARK RD. IN YARD OF W. R. BRIGGS (HOUSE NO. 130).
 FA3195'
 FA3195'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3195'BRIGGS 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA3195'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3195'
 FA3195'MARK IS
 FA3195'
 FA3195'28.9 FT N OF C/L OF DAVIS PARK RD.
 FA3195'
 FA3195'27.8 FT W OF ALUM. REF. TAG IN PP
 FA3195'
 FA3195'33.9 FT S OF SE CORNER OF PORCH OF HOUSE
 FA3195'
 FA3195'45.4 FT SE OF SW CORNER OF PORCH OF HOUSE
 FA3195'
 FA3195'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3195
 FA3195                          STATION RECOVERY (1987)
 FA3195
 FA3195'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA3195'RECOVERED IN GOOD CONDITION.
 FA3195
 FA3195                          STATION RECOVERY (1988)
 FA3195
 FA3195'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 FA3195'RECOVERED IN GOOD CONDITION.
 FA3195
 FA3195                          STATION RECOVERY (1997)
 FA3195
 FA3195'RECOVERY NOTE BY US POWER SQUADRON 1997
 FA3195'MARK NOT FOUND.
 FA3195
 FA3195                          STATION RECOVERY (1999)
 FA3195
 FA3195'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3195'MARK NOT FOUND.
 FA3195
 FA3195                          STATION RECOVERY (2001)
 FA3195
 FA3195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA3195
 FA3195                          STATION RECOVERY (2004)
 FA3195
 FA3195'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA3195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3134 ***********************************************************************
 EZ3134  DESIGNATION -  BRIGGS
 EZ3134  PID         -  EZ3134
 EZ3134  STATE/COUNTY-  NC/LEE
 EZ3134  USGS QUAD   -  BROADWAY (1981)
 EZ3134
 EZ3134                         *CURRENT SURVEY CONTROL
 EZ3134  ___________________________________________________________________
 EZ3134* NAD 83(2001)-  35 27 49.54405(N)    079 05 35.63702(W)     ADJUSTED  
 EZ3134* NAVD 88     -       130.2    (meters)     427.     (feet)  VERTCON   
 EZ3134  ___________________________________________________________________
 EZ3134  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 EZ3134  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 EZ3134  HORZ ORDER  -  SECOND
 EZ3134
 EZ3134.The horizontal coordinates were established by classical geodetic methods
 EZ3134.and adjusted by the National Geodetic Survey in August 2005.
 EZ3134
 EZ3134.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3134
 EZ3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3134
 EZ3134.The geoid height was determined by GEOID03.
 EZ3134
 EZ3134;                    North         East     Units Scale Factor Converg.
 EZ3134;SPC NC       -   190,112.220   601,139.516   MT  0.99987941   -0 03 13.7
 EZ3134;SPC NC       -   623,726.51  1,972,238.56   sFT  0.99987941   -0 03 13.7
 EZ3134;UTM  17      - 3,926,145.216   673,018.815   MT  0.99996891   +1 06 23.6
 EZ3134
 EZ3134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3134!SPC NC       -   0.99998457  x   0.99987941  =   0.99986398
 EZ3134!UTM  17      -   0.99998457  x   0.99996891  =   0.99995348
 EZ3134
 EZ3134                          SUPERSEDED SURVEY CONTROL
 EZ3134
 EZ3134  NAD 83(1986)-  35 27 49.54850(N)    079 05 35.64034(W) AD(       ) 2
 EZ3134  NAD 27      -  35 27 48.98475(N)    079 05 36.55929(W) AD(       ) 2
 EZ3134  NGVD 29 (07/19/86)  130.4    (m)          428.     (f) VERT ANG    3  
 EZ3134
 EZ3134.Superseded values are not recommended for survey control.
 EZ3134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3134.See file dsdata.txt to determine how the superseded data were derived.
 EZ3134
 EZ3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7301926145(NAD 83)
 EZ3134_MARKER: DE = TRAVERSE STATION DISK
 EZ3134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3134_STAMPING: BRIGGS 1970
 EZ3134_MARK LOGO: NCGS  
 EZ3134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3134+STABILITY: SURFACE MOTION
 EZ3134
 EZ3134  HISTORY     - Date     Condition        Report By
 EZ3134  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3134  HISTORY     - 1971     SEE DESCRIPTION  NCGS
 EZ3134
 EZ3134                          STATION DESCRIPTION
 EZ3134
 EZ3134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3134'BRIGGS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3134'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3134'
 EZ3134'BRIGGS IS LOCATED APPROXIMATELY 4.0 MILES EAST OF SANFORD.  TO REACH
 EZ3134'STATION PROCEED FROM INTERSECTION OF US 421 AND NC 42 APPROXIMATELY
 EZ3134'4.0 MILES EAST OF SANFORD, GO EAST ON US 421 FOR 0.2 MILE TO
 EZ3134'STATION ON THE RIGHT, ON THE WEST SIDE OF DIRT DRIVEWAY TO AN
 EZ3134'ARTIFICIAL BRICK HOUSE, AND 1.25 MILE WEST OF SR 1532.
 EZ3134'
 EZ3134'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRIGGS
 EZ3134'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3134'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3134'
 EZ3134'MARK IS--
 EZ3134'28.2 FEET S OF C/L OF US 421.
 EZ3134'39.3 FEET W OF ALUMINUM REF. TAG ON PP.
 EZ3134'103.9 FEET N OF ALUMINUM REF. TAG ON PP NO. 2242-1.
 EZ3134'51.7 FEET NW OF BASE OF 24 INCH HICKORY TREE.
 EZ3134'65.3 FEET SW OF ALUMINUM REF. TAG ON PP NO. 2242.
 EZ3134
 EZ3134                          STATION RECOVERY (1971)
 EZ3134
 EZ3134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ3134'STATION WAS DESTROYED.  MARKER FOUND UPROOTED 1500 FEET E OF
 EZ3134'INTERSECTION OF NC 42 AND US 421 (ON US 421).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5061 ***********************************************************************
 EZ5061  DESIGNATION -  BRIGGS
 EZ5061  PID         -  EZ5061
 EZ5061  STATE/COUNTY-  NC/WAKE
 EZ5061  USGS QUAD   -  RALEIGH EAST (1993)
 EZ5061
 EZ5061                         *CURRENT SURVEY CONTROL
 EZ5061  ___________________________________________________________________
 EZ5061* NAD 83(2001)-  35 50 06.37274(N)    078 37 01.24644(W)     ADJUSTED  
 EZ5061* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 EZ5061  ___________________________________________________________________
 EZ5061  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 EZ5061  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ5061  HORZ ORDER  -  SECOND
 EZ5061
 EZ5061.The horizontal coordinates were established by classical geodetic methods
 EZ5061.and adjusted by the National Geodetic Survey in August 2005.
 EZ5061
 EZ5061.The orthometric height was scaled from a topographic map.
 EZ5061
 EZ5061.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5061
 EZ5061.The geoid height was determined by GEOID03.
 EZ5061
 EZ5061;                    North         East     Units Scale Factor Converg.
 EZ5061;SPC NC       -   231,372.056   644,201.789   MT  0.99992431   +0 13 15.8
 EZ5061;SPC NC       -   759,093.15  2,113,518.70   sFT  0.99992431   +0 13 15.8
 EZ5061;UTM  17      - 3,968,280.652   715,238.867   MT  1.00017090   +1 23 44.4
 EZ5061
 EZ5061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5061!SPC NC       -   0.99998919  x   0.99992431  =   0.99991350
 EZ5061!UTM  17      -   0.99998919  x   1.00017090  =   1.00016009
 EZ5061
 EZ5061|---------------------------------------------------------------------|
 EZ5061| PID    Reference Object                     Distance      Geod. Az  |
 EZ5061|                                                           dddmmss.s |
 EZ5061| EZ6093 BRIGGS RM 1                          25.900 METERS 15627     |
 EZ5061| EZ6094 BRIGGS RM 2 AZIMUTH                                1840348.9 |
 EZ5061| EZ0914 BRIGGS 2                             12.051 METERS 18404     |
 EZ5061| EZ0915 BRIGGS RM 3                          18.198 METERS 27350     |
 EZ5061|---------------------------------------------------------------------|
 EZ5061
 EZ5061                          SUPERSEDED SURVEY CONTROL
 EZ5061
 EZ5061  NAD 83(1986)-  35 50 06.37616(N)    078 37 01.25651(W) AD(       ) 2
 EZ5061  NAD 27      -  35 50 05.84500(N)    078 37 02.24100(W) AD(       ) 2
 EZ5061
 EZ5061.Superseded values are not recommended for survey control.
 EZ5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5061.See file dsdata.txt to determine how the superseded data were derived.
 EZ5061
 EZ5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1523968281(NAD 83)
 EZ5061_MARKER: DS = TRIANGULATION STATION DISK
 EZ5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5061_STAMPING: BRIGGS 1933
 EZ5061_MARK LOGO: CGS   
 EZ5061
 EZ5061  HISTORY     - Date     Condition        Report By
 EZ5061  HISTORY     - 1933     MONUMENTED       CGS
 EZ5061  HISTORY     - 1961     GOOD             NCGS
 EZ5061  HISTORY     - 1967     GOOD             CGS
 EZ5061  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 EZ5061
 EZ5061                          STATION DESCRIPTION
 EZ5061
 EZ5061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EZ5061'ABOUT 4 MILES A LITTLE EAST OF NORTH OF THE CENTER OF RALEIGH, ON
 EZ5061'LAND OWNED BY W. G. BRIGGS, AND OCCUPIED BY LUMFORD. TO REACH FROM
 EZ5061'RALEIGH, GO NORTH ABOUT 2.9 MILES ON ROUTE 1 AND CROSS CRABTREE
 EZ5061'CREEK. CONTINUE NORTH 1.1 MILES PASSING SIDE ROAD AT A. J. HONEYCUTTS
 EZ5061'STANDARD OIL STATION, AT 1.4 MILES TURN LEFT (WEST) ONTO DIM ROAD
 EZ5061'AT STONE PILLAR ON LEFT AND AN ORANGE CRUSH SIGN.  FOLLOW THIS ROAD
 EZ5061'UP HILL, THROUGH PEACH ORCHARD, ABOUT 150 YARDS TO TOP, AND TO
 EZ5061'HOLLY TREE ON NORTH SIDE OF ROAD AND AT EAST SIDE OF FLAT TOP.
 EZ5061'STATION IS 7.50 FEET WEST OF THIS HOLLY TREE.
 EZ5061'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 EZ5061'MARKS IN CONCRETE.
 EZ5061'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A
 EZ5061'
 EZ5061'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF ROAD THAT PASSES
 EZ5061'STATION AND 25.90 METERS (85.0 FEET)
 EZ5061'FROM STATION S 23 DEG 33 MIN E.
 EZ5061'
 EZ5061'REFERENCE MARK NO. 2 IS
 EZ5061'14 FEET SOUTH OF CENTER LINE OF DIRT ROAD LEADING NORTHEAST FROM
 EZ5061'ROUTE 1 AT HONEYCUTTS SERVICE STATION, 0.08 MILE NORTHEAST OF
 EZ5061'ROUTE 1, 6 FEET WEST OF THIRD TELEPHONE POLE FROM ROUTE 1 (OF ROW
 EZ5061'NEAREST DIRT ROAD), 1.3 FEET NORTH OF FENCE LINE WITH 6- BY 6-INCH
 EZ5061'CREOSOTED POSTS, AND APPROXIMATELY 0.5 MILE
 EZ5061'FROM STATION S 04 DEG 04 MIN W.
 EZ5061'
 EZ5061'REFERENCE MARK NO. 3 IS 6 FEET SOUTH OF DIM ROAD THAT
 EZ5061'LEADS TO STATION, AND 18.19 METERS (59.7 FEET)
 EZ5061'FROM STATION N 86 DEG 11 MIN W.
 EZ5061
 EZ5061                          STATION RECOVERY (1961)
 EZ5061
 EZ5061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5061'STATION AND REFERENCE MARKS 1,2 AND 3 IN GOOD CONDITION. CHANGE
 EZ5061'DESCRIPTION OF REFERENCE MARK 2 TO READ-- NO. 2 IS 17.5 FEET SOUTH
 EZ5061'OF CENTER LINE OF BLACK TOP ROAD, LEADING NE FROM OLD ROUTE 1 AT
 EZ5061'SERVICE STATION 477 FEET NORTHEAST OF OLD ROUTE 1 AND 160 FEET
 EZ5061'SOUTHWEST OF WEST GATE POST ON SOUTH SIDE OF ROAD.
 EZ5061
 EZ5061                          STATION RECOVERY (1967)
 EZ5061
 EZ5061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EZ5061'STATION MARK, RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION, RM 1 WAS
 EZ5061'DESTROYED DURING GRADING OPERATIONS.
 EZ5061'
 EZ5061'STATION MARK IS IN THE WAY OF CONSTRUCTION OF CIMARRON APARTMENTS
 EZ5061'COMPLEX, AND WAS DESTROYED AFTER ESTABLISHING BRIGGS 2. SEE
 EZ5061'DESCRIPTION THEREOF.
 EZ5061
 EZ5061                          STATION RECOVERY (2006)
 EZ5061
 EZ5061'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ5061'STATION MARK DESTROYED. REF MARK NO. 3 FOUND IN GOOD CONDITION.
 EZ5061'STATION BRIGGS 2 AND A NEW REF MARK ESTABLISHED NEARBY. SEE PUBLISHED
 EZ5061'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2547 ***********************************************************************
 EY2547  DESIGNATION -  BRIGGS
 EY2547  PID         -  EY2547
 EY2547  STATE/COUNTY-  NC/GREENE
 EY2547  USGS QUAD   -  FALLING CREEK (1983)
 EY2547
 EY2547                         *CURRENT SURVEY CONTROL
 EY2547  ___________________________________________________________________
 EY2547* NAD 83(2001)-  35 21 52.91792(N)    077 38 51.46597(W)     ADJUSTED  
 EY2547* NAVD 88     -        31.4    (meters)     103.     (feet)  VERTCON   
 EY2547  ___________________________________________________________________
 EY2547  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 EY2547  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 EY2547  HORZ ORDER  -  SECOND
 EY2547
 EY2547.The horizontal coordinates were established by classical geodetic methods
 EY2547.and adjusted by the National Geodetic Survey in August 2005.
 EY2547
 EY2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2547
 EY2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2547
 EY2547.The geoid height was determined by GEOID03.
 EY2547
 EY2547;                    North         East     Units Scale Factor Converg.
 EY2547;SPC NC       -   179,955.821   732,487.169   MT  0.99987453   +0 46 50.0
 EY2547;SPC NC       -   590,405.06  2,403,168.32   sFT  0.99987453   +0 46 50.0
 EY2547;UTM  18      - 3,916,706.228   259,447.799   MT  1.00031317   -1 31 59.3
 EY2547
 EY2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2547!SPC NC       -   1.00000069  x   0.99987453  =   0.99987522
 EY2547!UTM  18      -   1.00000069  x   1.00031317  =   1.00031386
 EY2547
 EY2547|---------------------------------------------------------------------|
 EY2547| PID    Reference Object                     Distance      Geod. Az  |
 EY2547|                                                           dddmmss.s |
 EY2547| EY2548 HORTON                              393.297 METERS 26533     |
 EY2547|---------------------------------------------------------------------|
 EY2547
 EY2547                          SUPERSEDED SURVEY CONTROL
 EY2547
 EY2547  NAD 83(1986)-  35 21 52.92623(N)    077 38 51.47356(W) AD(       ) 2
 EY2547  NAD 27      -  35 21 52.33851(N)    077 38 52.57523(W) AD(       ) 2
 EY2547  NGVD 29 (07/19/86)   31.7    (m)          104.     (f) VERT ANG    3  
 EY2547
 EY2547.Superseded values are not recommended for survey control.
 EY2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2547.See file dsdata.txt to determine how the superseded data were derived.
 EY2547
 EY2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5944816706(NAD 83)
 EY2547_MARKER: DE = TRAVERSE STATION DISK
 EY2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2547+STABILITY: SURFACE MOTION
 EY2547
 EY2547  HISTORY     - Date     Condition        Report By
 EY2547  HISTORY     - 1976     MONUMENTED       NCGS
 EY2547  HISTORY     - 19980329 MARK NOT FOUND   USPSQD
 EY2547
 EY2547                          STATION DESCRIPTION
 EY2547
 EY2547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2547'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF BROWNTOWN
 EY2547'AND 6.3 MILES SOUTH OF SNOW HILL.
 EY2547'
 EY2547'TO REACH THE STATION FROM THE INTERSECTION OF US 258 AND NC 58
 EY2547'SOUTHEAST OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 5.8 MILES TO
 EY2547'THE INTERSECTION WITH SR 1102, THENCE PROCEED EASTERLY ALONG SR 1102
 EY2547'FOR 1.05 MILES TO STATION ON THE RIGHT NEAR NORTH EDGE OF A YARD FOR
 EY2547'AN OLD IMITATION RED BRICK HOUSE AND 0.45 MILE WEST OF T INTERSECTION
 EY2547'WITH SR 1113 (NORTH).
 EY2547'
 EY2547'STATION MARK IS A STANDARD DISK STAMPED---BRIGGS 1976---, SET IN THE
 EY2547'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2547'MARK IS 22.5 FEET SOUTH OF THE CENTERLINE OF SR 1102, 40.5 FEET
 EY2547'NORTHWEST OF POWER POLE SERVICE POLE NO. 3137-1/2 WITH REFERENCE TAG,
 EY2547'37.5 FT WEST OF TELEPHONE PEDESTAL NO. 20, 21.2 FEET NORTHEAST OF OLD
 EY2547'HAND TYPE WATER PUMP, 59.8 FEET SOUTHWEST OF CORNER FENCE POST TO FARM
 EY2547'MACHINERY SALVAGE YARD WITH REFERENCE TAG AND 20.1 FEET NORTH OF
 EY2547'NORTHEAST CORNER OF IMITATION RED BRICK HOUSE.
 EY2547
 EY2547                          STATION RECOVERY (1998)
 EY2547
 EY2547'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3110 ***********************************************************************
 FY3110  DESIGNATION -  BRIGGS
 FY3110  PID         -  FY3110
 FY3110  STATE/COUNTY-  NC/PERSON
 FY3110  USGS QUAD   -  OLIVE HILL (1994)
 FY3110
 FY3110                         *CURRENT SURVEY CONTROL
 FY3110  ___________________________________________________________________
 FY3110* NAD 83(2001)-  36 28 27.64188(N)    079 01 10.43735(W)     ADJUSTED  
 FY3110* NAVD 88     -       162.4    (meters)     533.     (feet)  VERTCON   
 FY3110  ___________________________________________________________________
 FY3110  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 FY3110  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FY3110  HORZ ORDER  -  SECOND
 FY3110
 FY3110.The horizontal coordinates were established by classical geodetic methods
 FY3110.and adjusted by the National Geodetic Survey in August 2005.
 FY3110
 FY3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3110
 FY3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3110
 FY3110.The geoid height was determined by GEOID03.
 FY3110
 FY3110;                    North         East     Units Scale Factor Converg.
 FY3110;SPC NC       -   302,237.047   607,847.533   MT  1.00010042   -0 00 40.7
 FY3110;SPC NC       -   991,589.38  1,994,246.45   sFT  1.00010042   -0 00 40.7
 FY3110;UTM  17      - 4,038,385.610   677,427.242   MT  0.99998787   +1 10 39.4
 FY3110
 FY3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3110!SPC NC       -   0.99997939  x   1.00010042  =   1.00007981
 FY3110!UTM  17      -   0.99997939  x   0.99998787  =   0.99996726
 FY3110
 FY3110:                Primary Azimuth Mark                     Grid Az
 FY3110:SPC NC       -  GROVE                                    081 42 24.5
 FY3110:UTM  17      -  GROVE                                    080 31 04.4
 FY3110
 FY3110|---------------------------------------------------------------------|
 FY3110| PID    Reference Object                     Distance      Geod. Az  |
 FY3110|                                                           dddmmss.s |
 FY3110| FY2417 GROVE                               APPROX. 2.5 KM 0814143.8 |
 FY3110|---------------------------------------------------------------------|
 FY3110
 FY3110                          SUPERSEDED SURVEY CONTROL
 FY3110
 FY3110  NAD 83(1993)-  36 28 27.64174(N)    079 01 10.43841(W) AD(       ) 2
 FY3110  NAD 83(1986)-  36 28 27.64428(N)    079 01 10.44235(W) AD(       ) 2
 FY3110  NAD 27      -  36 28 27.13597(N)    079 01 11.39810(W) AD(       ) 2
 FY3110  NGVD 29 (07/19/86)  162.7    (m)          534.     (f) VERT ANG    3  
 FY3110
 FY3110.Superseded values are not recommended for survey control.
 FY3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3110.See file dsdata.txt to determine how the superseded data were derived.
 FY3110
 FY3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7742738386(NAD 83)
 FY3110_MARKER: DE = TRAVERSE STATION DISK
 FY3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3110_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3110+STABILITY: SURFACE MOTION
 FY3110
 FY3110  HISTORY     - Date     Condition        Report By
 FY3110  HISTORY     - 1977     MONUMENTED       NCGS
 FY3110
 FY3110                          STATION DESCRIPTION
 FY3110
 FY3110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY3110'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF CEFFO AND
 FY3110'6.0 MILES NORTHWEST OF ROXBORO.
 FY3110'
 FY3110'TO REACH THE STATION FROM THE INTERSECTION OF SR 1337 (CHUB LAKE ROAD)
 FY3110'WITH SR 1336 (MCGEHEES MILL ROAD) AT CEFFO, PROCEED EAST ALONG SR 1337
 FY3110'FOR 1.1 MILE TO SR 1335 (OAK GROVE CHURCH ROAD) ON LEFT, THENCE NORTH
 FY3110'ALONG SR 1335 FOR 0.55 MILE TO SR 1334 (OAK GROVE ROAD) ON LEFT,
 FY3110'THENCE NORTH ALONG SR 1334 FOR 0.8 MILE TO STATION ON THE RIGHT, NEAR
 FY3110'POWER POLE OF SECOND TRANSMISSION ALONG HIGHWAY.
 FY3110'
 FY3110'STATION MARK IS A STANDARD DISK STAMPED---BRIGGS 1977---SET IN THE TOP
 FY3110'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY3110'MARK IS 139.9 FEET EAST OF THE CENTERLINE OF SR 1334, 6.2 FEET SOUTH
 FY3110'OF POWER POLE 19 WITH REFERENCE TAG, 142.6 FEET SOUTHEAST OF EAST END
 FY3110'OF CONCRETE CULVERT UNDER HIGHWAY, 48.1 FEET NORTH-NORTHWEST OF 8 INCH
 FY3110'PINE WITH REFERENCE TAG AND 56.6 FEET NORTHWEST OF 6 INCH OAK WITH
 FY3110'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3532 ***********************************************************************
 FB3532  DESIGNATION -  BRIGGS
 FB3532  PID         -  FB3532
 FB3532  STATE/COUNTY-  NC/CLAY
 FB3532  USGS QUAD   -  HAYESVILLE (1987)
 FB3532
 FB3532                         *CURRENT SURVEY CONTROL
 FB3532  ___________________________________________________________________
 FB3532* NAD 83(2001)-  35 02 04.32083(N)    083 49 23.21092(W)     ADJUSTED  
 FB3532* NAVD 88     -       577.5    (meters)    1895.     (feet)  VERTCON   
 FB3532  ___________________________________________________________________
 FB3532  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FB3532  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 FB3532  HORZ ORDER  -  SECOND
 FB3532
 FB3532.The horizontal coordinates were established by classical geodetic methods
 FB3532.and adjusted by the National Geodetic Survey in August 2005.
 FB3532
 FB3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3532
 FB3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3532
 FB3532.The geoid height was determined by GEOID03.
 FB3532
 FB3532;                    North         East     Units Scale Factor Converg.
 FB3532;SPC NC       -   153,181.468   169,719.057   MT  0.99987974   -2 47 01.5
 FB3532;SPC NC       -   502,562.87    556,819.94   sFT  0.99987974   -2 47 01.5
 FB3532;SPC GA W     -   558,308.807   731,346.029   MT  0.99991211   +0 11 50.0
 FB3532;SPC GA W     - 1,831,718.14  2,399,424.43   sFT  0.99991211   +0 11 50.0
 FB3532;UTM  17      - 3,880,516.859   242,458.629   MT  1.00041753   -1 37 17.6
 FB3532
 FB3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3532!SPC NC       -   0.99991384  x   0.99987974  =   0.99979359
 FB3532!SPC GA W     -   0.99991384  x   0.99991211  =   0.99982595
 FB3532!UTM  17      -   0.99991384  x   1.00041753  =   1.00033133
 FB3532
 FB3532                          SUPERSEDED SURVEY CONTROL
 FB3532
 FB3532  NAD 83(1995)-  35 02 04.32098(N)    083 49 23.20913(W) AD(       ) 2
 FB3532  NAD 83(1986)-  35 02 04.32531(N)    083 49 23.20870(W) AD(       ) 2
 FB3532  NAD 83(1986)-  35 02 04.32865(N)    083 49 23.21065(W) AD(       ) 2
 FB3532  NGVD 29 (09/18/91)  577.5    (m)         1895.     (f) VERT ANG    3  
 FB3532
 FB3532.Superseded values are not recommended for survey control.
 FB3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3532.See file dsdata.txt to determine how the superseded data were derived.
 FB3532
 FB3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4245980517(NAD 83)
 FB3532_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3532_STAMPING: BRIGGS 1978
 FB3532_MARK LOGO: NCGS  
 FB3532_PROJECTION: FLUSH
 FB3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3532+STABILITY: SURFACE MOTION
 FB3532
 FB3532  HISTORY     - Date     Condition        Report By
 FB3532  HISTORY     - 1978     MONUMENTED       NCGS
 FB3532  HISTORY     - 19861115 GOOD             NCGS
 FB3532
 FB3532                          STATION DESCRIPTION
 FB3532
 FB3532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3532'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH-SOUTHWEST OF
 FB3532'HAYESVILLE.
 FB3532'
 FB3532'TO REACH THE STATION FROM THE US 64 BRIDGE OVER THE HIWASSEE RIVER
 FB3532'SOUTHEAST OF HAYESVILLE, PROCEED WEST ALONG US 64 FOR 0.8 MILE TO
 FB3532'STATION ON LEFT NORTH OF BRIGGS DENTISTRY OFFICE AND 0.1 MILE WEST OF
 FB3532'NC 69.
 FB3532'
 FB3532'STATION MARK IS A STANDARD DISK STAMPED---BRIGGS 1978---SET IN TOP OF
 FB3532'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK
 FB3532'IS 32.0 FEET SOUTH OF CENTERLINE OF US 64, 74.5 FEET EAST-SOUTHEAST OF
 FB3532'A 15 INCH METAL COVER, AND 111.7 FEET NORTH OF NORTHWEST CORNER OF
 FB3532'DENTISTRY OFFICE.
 FB3532
 FB3532                          STATION RECOVERY (1986)
 FB3532
 FB3532'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB3532'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK9981 ***********************************************************************
 DK9981  HT_MOD      -  This is a Height Modernization Survey Station.
 DK9981  DESIGNATION -  BRIGGS
 DK9981  PID         -  DK9981
 DK9981  STATE/COUNTY-  NC/GUILFORD
 DK9981  USGS QUAD   -  MC LEANSVILLE (1968)
 DK9981
 DK9981                         *CURRENT SURVEY CONTROL
 DK9981  ___________________________________________________________________
 DK9981* NAD 83(2007)-  36 07 02.09992(N)    079 42 40.99037(W)     ADJUSTED  
 DK9981* NAVD 88     -       227.58   (meters)     746.7    (feet)  GPS OBS   
 DK9981  ___________________________________________________________________
 DK9981  EPOCH DATE  -        2002.00
 DK9981  X           -     921,342.568 (meters)                     COMP
 DK9981  Y           -  -5,075,554.013 (meters)                     COMP
 DK9981  Z           -   3,738,825.199 (meters)                     COMP
 DK9981  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 DK9981  ELLIP HEIGHT-         196.778 (meters)          (03/11/09) ADJUSTED
 DK9981  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 DK9981  HORZ ORDER  -  FIRST
 DK9981  ELLP ORDER  -  FOURTH    CLASS II
 DK9981
 DK9981.The horizontal coordinates were established by GPS observations
 DK9981.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2009.
 DK9981
 DK9981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK9981.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK9981.The horizontal coordinates are valid at the epoch date displayed above.
 DK9981.The epoch date for horizontal control is a decimal equivalence
 DK9981.of Year/Month/Day.
 DK9981
 DK9981.The orthometric height was determined by GPS observations and a
 DK9981.high-resolution geoid model.
 DK9981.The orthometric height was determined by GPS observations and a
 DK9981.high-resolution geoid model using precise GPS observation and
 DK9981.processing techniques.
 DK9981
 DK9981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9981
 DK9981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK9981
 DK9981.The ellipsoidal height was determined by GPS observations
 DK9981.and is referenced to NAD 83.
 DK9981
 DK9981.The geoid height was determined by GEOID03.
 DK9981
 DK9981;                    North         East     Units Scale Factor Converg.
 DK9981;SPC NC       -   262,839.893   545,556.504   MT  0.99998658   -0 24 38.1
 DK9981;SPC NC       -   862,333.88  1,789,879.96   sFT  0.99998658   -0 24 38.1
 DK9981;UTM  17      - 3,997,722.093   615,970.546   MT  0.99976571   +0 45 34.7
 DK9981
 DK9981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9981!SPC NC       -   0.99996912  x   0.99998658  =   0.99995570
 DK9981!UTM  17      -   0.99996912  x   0.99976571  =   0.99973483
 DK9981
 DK9981:                Primary Azimuth Mark                     Grid Az
 DK9981:SPC NC       -  ROAM                                     040 33 40.0
 DK9981:UTM  17      -  ROAM                                     039 23 27.2
 DK9981
 DK9981|---------------------------------------------------------------------|
 DK9981| PID    Reference Object                     Distance      Geod. Az  |
 DK9981|                                                           dddmmss.s |
 DK9981| DK9985 ROAM                                409.817 METERS 0400901.9 |
 DK9981|---------------------------------------------------------------------|
 DK9981
 DK9981                          SUPERSEDED SURVEY CONTROL
 DK9981
 DK9981.No superseded survey control is available for this station.
 DK9981
 DK9981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1597197722(NAD 83)
 DK9981_MARKER: DH = HORIZONTAL CONTROL DISK
 DK9981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9981_STAMPING: BRIGGS 2007
 DK9981_MARK LOGO: NCGS  
 DK9981_PROJECTION: FLUSH
 DK9981_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK9981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9981+STABILITY: SURFACE MOTION
 DK9981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9981+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2007
 DK9981
 DK9981  HISTORY     - Date     Condition        Report By
 DK9981  HISTORY     - 20070402 MONUMENTED       NCGS
 DK9981
 DK9981                          STATION DESCRIPTION
 DK9981
 DK9981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2007
 DK9981'THE MARK IS LOCATED ABOUT 16.9 MI (27.2 KM) SOUTH OF REIDSVILLE, 15.3
 DK9981'MI (24.7 KM) WEST OF BURLINGTON AND 5.5 MI (8.8 KM) NORTHEAST OF
 DK9981'GREENSBORO.   PROCEED ALONG EAST WENDOVER AVENUE-US 70 FOR 1.45 MI
 DK9981'(2.3 KM) EAST FROM US 29, THENCE NORTHEAST FOR 1.65 MI (2.7 KM) ALONG
 DK9981'HUFFINE MILLING ROAD, THENCE NORTH FOR 1.15 MI (1.9 KM) ALONG RANKIN
 DK9981'MILLING ROAD, ON THE EAST SIDE OF THE ROAD.
 DK9981' 
 DK9981'MARK IS ABOUT LEVEL WITH CAMP BURTON ROAD AND FLUSH WITH THE GROUND.
 DK9981'LOCATED 37.5 FT (11.4 M) SOUTHEAST OF THE CENTERLINE OF RANKIN MILLING
 DK9981'ROAD, 50.5 FT (15.4 M) NORTHEAST OF THE CENTERLINE OF CAMP BURTON
 DK9981'ROAD, 57.70 FT (17.6 M) SOUTHWEST OF PEDESTAL 23, AND 96.9 FT (29.5 M)
 DK9981'NORTH OF A POWER POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0914 ***********************************************************************
 EZ0914  DESIGNATION -  BRIGGS 2
 EZ0914  PID         -  EZ0914
 EZ0914  STATE/COUNTY-  NC/WAKE
 EZ0914  USGS QUAD   -  RALEIGH EAST (1993)
 EZ0914
 EZ0914                         *CURRENT SURVEY CONTROL
 EZ0914  ___________________________________________________________________
 EZ0914* NAD 83(2001)-  35 50 05.98272(N)    078 37 01.28045(W)     ADJUSTED  
 EZ0914* NAVD 88     -       102.223  (meters)     335.38   (feet)  ADJUSTED  
 EZ0914  ___________________________________________________________________
 EZ0914  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 EZ0914  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ0914  DYNAMIC HT  -         102.136 (meters)     335.09  (feet)  COMP
 EZ0914  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 EZ0914
 EZ0914  HORZ ORDER  -  SECOND
 EZ0914  VERT ORDER  -  SECOND    CLASS 0
 EZ0914
 EZ0914.The horizontal coordinates were established by classical geodetic methods
 EZ0914.and adjusted by the National Geodetic Survey in August 2005.
 EZ0914
 EZ0914.The orthometric height was determined by differential leveling
 EZ0914.and adjusted in June 1991.
 EZ0914
 EZ0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0914
 EZ0914.The geoid height was determined by GEOID03.
 EZ0914
 EZ0914.The dynamic height is computed by dividing the NAVD 88
 EZ0914.geopotential number by the normal gravity value computed on the
 EZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0914.degrees latitude (g = 980.6199 gals.).
 EZ0914
 EZ0914.The modeled gravity was interpolated from observed gravity values.
 EZ0914
 EZ0914;                    North         East     Units Scale Factor Converg.
 EZ0914;SPC NC       -   231,360.032   644,200.981   MT  0.99992429   +0 13 15.8
 EZ0914;SPC NC       -   759,053.70  2,113,516.05   sFT  0.99992429   +0 13 15.8
 EZ0914;UTM  17      - 3,968,268.612   715,238.306   MT  1.00017090   +1 23 44.4
 EZ0914
 EZ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0914!SPC NC       -   0.99998911  x   0.99992429  =   0.99991341
 EZ0914!UTM  17      -   0.99998911  x   1.00017090  =   1.00016001
 EZ0914
 EZ0914|---------------------------------------------------------------------|
 EZ0914| PID    Reference Object                     Distance      Geod. Az  |
 EZ0914|                                                           dddmmss.s |
 EZ0914| EZ5061 BRIGGS                               12.051 METERS 00404     |
 EZ0914| EZ0913 COLBY                               172.710 METERS 09247     |
 EZ0914| EZ6579 MONTECITO                           115.737 METERS 12051     |
 EZ0914| EZ6096 BRIGGS 2 RM 5                                      1235244.7 |
 EZ0914| EZ6095 BRIGGS 2 RM 4                        11.514 METERS 12958     |
 EZ0914| EZ0915 BRIGGS RM 3                          21.785 METERS 30725     |
 EZ0914|---------------------------------------------------------------------|
 EZ0914
 EZ0914                          SUPERSEDED SURVEY CONTROL
 EZ0914
 EZ0914  NAD 83(1986)-  35 50 05.98613(N)    078 37 01.29052(W) AD(       ) 2
 EZ0914  NAD 27      -  35 50 05.45484(N)    078 37 02.27502(W) AD(       ) 2
 EZ0914  NGVD 29 (??/??/92)  102.51   (m)          336.3    (f) COMPUTED    2 0
 EZ0914
 EZ0914.Superseded values are not recommended for survey control.
 EZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0914.See file dsdata.txt to determine how the superseded data were derived.
 EZ0914
 EZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1523868269(NAD 83)
 EZ0914_MARKER: DS = TRIANGULATION STATION DISK
 EZ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0914_STAMPING: BRIGGS 2 1967
 EZ0914_MARK LOGO: CGS   
 EZ0914_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0914+STABILITY: SURFACE MOTION
 EZ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0914+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 EZ0914
 EZ0914  HISTORY     - Date     Condition        Report By
 EZ0914  HISTORY     - 1967     MONUMENTED       CGS
 EZ0914  HISTORY     - 1972     GOOD             NCGS
 EZ0914  HISTORY     - 1973     GOOD             NGS
 EZ0914  HISTORY     - 1979     GOOD             NGS
 EZ0914  HISTORY     - 1984     GOOD             NCGS
 EZ0914  HISTORY     - 19870101 GOOD             NCGS
 EZ0914  HISTORY     - 20060906 GOOD             GEOCAC
 EZ0914
 EZ0914                          STATION DESCRIPTION
 EZ0914
 EZ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EZ0914'LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF THE CENTER OF RALEIGH
 EZ0914'AT THE CIMARRON APARTMENTS, JUST SOUTH OF EASTGATE SHOPPING
 EZ0914'CENTER.  STATION MARK IS A STANDARD DISK STAMPED BRIGGS 2 1967,
 EZ0914'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 EZ0914'INCHES.  IT IS 45 FEET SOUTHEAST OF A POWER POLE AND 1.3 FEET
 EZ0914'NORTHWEST OF A METAL WITNESS POST, AT THE TOP EDGE OF A BANK,
 EZ0914'AND IN REAR OF (PROPOSED) LAUNDRY.
 EZ0914'
 EZ0914'RM 3 (ARROW DOES NOT POINT TOWARD BRIGGS 2) IS A STANDARD
 EZ0914'DISK STAMPED BRIGGS NO 3 1933, SET IN THE TOP OF A SQUARE
 EZ0914'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 32 FEET WEST
 EZ0914'OF THE POWER POLE AND 3 FEET SOUTHWEST OF THE TOP OF THE BANK,
 EZ0914'AND ALSO IN REAR OF THE PROPOSED LAUNDRY BUILDING.  (THE
 EZ0914'LAUNDRY GOES WITH AND IS A PART OF THE CIMARRON APARTMENTS
 EZ0914'COMPLEX.)
 EZ0914'
 EZ0914'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, ON NEW HOPE
 EZ0914'CHURCH ROAD, 208 FEET EAST OF THE INTERSECTION OF THE FIRST T
 EZ0914'ROAD RIGHT, OFF HIGHWAY 1-A, 150 FEET WEST OF THE INTERSECTION
 EZ0914'OF NEW HOPE CHURCH ROAD AND WOODLAWN DRIVE, 18 FEET SOUTH OF
 EZ0914'THE CENTER OF NEW HOPE CHURCH ROAD, 1.0 FOOT EAST OF A METAL
 EZ0914'WITNESS POST AND BENEATH A HEDGEROW OF CEDARS.  IT IS A
 EZ0914'STANDARD REFERENCE DISK STAMPED BRIGGS NO 2 1933, SET IN THE
 EZ0914'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  TO
 EZ0914'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 1-A FOR
 EZ0914'0.3 MILE TO NEW HOPE CHURCH ROAD, TURN LEFT AND GO NORTHEAST
 EZ0914'FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 EZ0914'
 EZ0914'TO REACH THE STATION FROM RALEIGH, GO NORTH ON HIGHWAY 1-A FOR
 EZ0914'4 MILES TO EASTGATE SHOPPING CENTER, THE CIMARRON APARTMENTS
 EZ0914'COMPLEX, AND THE STATION ON THE SOUTHWEST SIDE OF THE COMPLEX.
 EZ0914
 EZ0914                          STATION RECOVERY (1972)
 EZ0914
 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0914'1.3 MI SSW FROM MILLBROOK.
 EZ0914'BRIGGS 2 IS LOCATED APPROXIMATELY 4.0 MILES NNE OF CAPITOL SQUARE
 EZ0914'IN RALEIGH.  TO REACH THE STATION FROM WAKE FOREST ROAD (SR 2000)
 EZ0914'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH, PROCEED
 EZ0914'NORTH ALONG WAKE FOREST ROAD FOR 0.7 MILES TO A DRIVE LEFT INTO
 EZ0914'THE MONTECITO APARTMENTS, THENCE NW ALONG THIS DRIVE AND WOODS
 EZ0914'EDGE FOR APPROXIMATELY 400 FT TO STATION ON LEFT ON TOP OF BANK,
 EZ0914'JUST SW OF THE EAST GATE SHOPPING CENTER, 45.5 FT SW OF SE CORNER
 EZ0914'OF A LAUNDRY AND STORAGE BUILDING, 6.5 FT W OF PROJECTION OF E
 EZ0914'WALL OF BUILDING, 46.0 FT SSE OF PP W/SEVERAL TRANSFORMERS, 18.5
 EZ0914'FT NW OF 10 IN PINE, AND 1.3 FT NW OF METAL WITNESS POST.  DISK
 EZ0914'IS SET IN CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE THE SURFACE
 EZ0914'OF THE GROUND.
 EZ0914
 EZ0914                          STATION RECOVERY (1973)
 EZ0914
 EZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 EZ0914'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO
 EZ0914'BE IN GOOD CONDITION.  THE APARTMENT COMPLEX IS KNOWN AS THE
 EZ0914'MONTECITO APARTMENTS AND THE LAUNDRY BUILDING THAT WAS PROPOSED
 EZ0914'HAS BEEN CONSTRUCTED.  AS INSTRUCTED AN AZIMUTH MARK WAS
 EZ0914'ESTABLISHED AND POLARIS OBSERVATIONS MADE.  REFERENCE MARK NO. 4
 EZ0914'WAS ALSO ESTABLISHED.  THE DISTANCE TO REFERENCE MARK NO. 3 WAS
 EZ0914'CHECKED AND FOUND TO BE CORRECT.  REFERENCE MARK NO. 2 (AZIMUTH
 EZ0914'MARK) IS NOT VISIBLE FROM STATION BECAUSE OF DENSE WOODS AND
 EZ0914'THE BAYLEAF LOOKOUT TOWER IS NOT VISIBLE FROM STATION AS THE
 EZ0914'TOWER HAS BEEN DISMANTLED AND MOVED TO ANOTHER
 EZ0914'LOCATION.  ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 EZ0914'ADDITIONAL DESCRIPTION.
 EZ0914'
 EZ0914'REFERENCE MARK NO. 4 IS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF
 EZ0914'LAUNDRY BUILDING AND ON TOP OF THE EMBANKMENT.  MARK IS A
 EZ0914'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT
 EZ0914'12 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 EZ0914'STAMPED BRIGGS 2 1967 NO 4 1973.  NOTE 11B.
 EZ0914'
 EZ0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ0914'NORTH EDGE OF RALEIGH.
 EZ0914
 EZ0914                          STATION RECOVERY (1979)
 EZ0914
 EZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 EZ0914'THE STATION MARK, REFERENCE MARKS 2, 3, 4 AND 5 WERE RECOVERED IN GOOD
 EZ0914'CONDITION.  REFERENCE MARK 2 IS OBSTRUCTED BY BUILDINGS AND A HOUSING
 EZ0914'DEVELOPMENT.  THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS 3 AND 4
 EZ0914'CHECKED WITH THE 1973 DESCRIPTION.
 EZ0914'
 EZ0914'A NEW DESCRIPTION FOLLOWS--
 EZ0914'
 EZ0914'THE STATION IS LOCATED IN THE NORTH PART OF RALEIGH AT THE SOUTH EDGE
 EZ0914'OF THE MONTECITO APARTMENTS AND ABOUT 0.05 MILE SOUTH OF EASTGATE
 EZ0914'SHOPING CENTER ON A CUT BANK IN THE EDGE OF A WOODED AREA.
 EZ0914'
 EZ0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 64 AND
 EZ0914'70, STATE HIGHWAY 50 AT THE BELTLINE OVERPASS OVER WAKE FOREST
 EZ0914'ROAD IN THE NORTH PART OF RALEIGH, GO NORTHEAST ON WAKE FOREST
 EZ0914'ROAD FOR 0.4 MILE TO THE JUNCTION WITH NEW HOPE CH ROAD ON THE
 EZ0914'RIGHT AND REFERENCE MARK 208 FEET EAST ALONG NEW HOPE CH ROAD,
 EZ0914'CONTINUE NORTHEASTERLY ON WAKE FOREST ROAD FOR 0.3 MILE TO REFERENCE
 EZ0914'MARK 5 ON THE RIGHT.  TURN LEFT INTO ENTRANCE TO THE MONTECITO
 EZ0914'APARTMENTS PARKING LOT AND GO WESTERLY FOR 0.1 MILE TO THE LAUNDRY
 EZ0914'ROOM AND THE STATION ON THE LEFT ON CUT BANK.
 EZ0914'
 EZ0914'STATION MARKS ARE STANDARD DISKS STAMPED---BRIGGS 2 1967---THE
 EZ0914'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 EZ0914'THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK WAS NOT
 EZ0914'INSPECTED.  THEY ARE 1.3 FEET WEST OF A METAL WITNESS POST, 23.7 FEET
 EZ0914'EAST OF A 10-INCH PINE TREE WITH AN ALUMINUM REFERENCE TAG, 45.8
 EZ0914'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LAUNDRY ROOM AND 46 FEET
 EZ0914'SOUTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS AND AN ALUMINUM
 EZ0914'REFERENCE TAG.
 EZ0914'
 EZ0914'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRIGGS NO 3 1933---
 EZ0914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE ARROW IS
 EZ0914'POINTING AWAY FROM THE STATION 45 DEGREES COUNTER CLOCKWISE.  IT
 EZ0914'IS 32.5 FEET WEST OF THE POWER POLE, 33 FEET SOUTH OF A LIGHT POLE
 EZ0914'AND 43.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LAUNDRY ROOM
 EZ0914'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EZ0914'
 EZ0914'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BRIGGS 2 1967 NO 4
 EZ0914'1973---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS
 EZ0914'12-INCHES IN DIAMETER.  IT IS 36.4 FEET SOUTHEAST OF A METAL WITNESS
 EZ0914'POST, 57.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LAUNDRY ROOM,
 EZ0914'76 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVED PARKING
 EZ0914'LOT, 82.8 FEET SOUTHEAST OF THE POWERLINE POLE AND ABOUT THE SAME
 EZ0914'ELEVATION AS THE STATION MARK.
 EZ0914'
 EZ0914'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---BRIGGS 2 1967 NO 5
 EZ0914'1973---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS
 EZ0914'12-INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 3.4 FEET
 EZ0914'SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT OF WAKE FORREST ROAD,
 EZ0914'15.1 FEET NORTHEAST OF A POWERLINE POLE, 64.7 FEET WEST OF BUILDING
 EZ0914'NUMBER 3900 AND 83.7 FEET SOUTHWEST OF A POWERLINE POLE.
 EZ0914'
 EZ0914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BRIGGS NO 2 1933---
 EZ0914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 EZ0914'INCHES ABOVE THE GROUND.  IT IS BETWEEN THE 3RD AND 4TH CEDAR TREE
 EZ0914'WEST OF WOODLAWN DRIVE, 1 FOOT EAST OF A WITNESS POST, 18.1 FEET
 EZ0914'SOUTH OF THE CENTERLINE OF NEW HOPE CHURCH ROAD, 23 FEET NORTH OF A
 EZ0914'WIRE FENCE AND 150 FEET WEST OF THE CENTER OF WOODLAWN DRIVE.
 EZ0914
 EZ0914                          STATION RECOVERY (1984)
 EZ0914
 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0914'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0914'THE DESCRIPTION AS WRITTEN IN 1979 IS ADEQUATE.  THE REFERENCE MARKS
 EZ0914'WERE NOT SEARCHED FOR AT THIS TIME.
 EZ0914'
 EZ0914'NCGS
 EZ0914
 EZ0914                          STATION RECOVERY (1987)
 EZ0914
 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ0914'RECOVERED AS DESCRIBED.
 EZ0914
 EZ0914                          STATION RECOVERY (2006)
 EZ0914
 EZ0914'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0914'STATION, REF MARK NO.3 AND REF MARK NO.4 RECOVERED IN GOOD CONDITION.
 EZ0914' 
 EZ0914' 
 EZ0914'REF MARK NO.2 FOUND WITH DISK MISSING. THIS PORTION OF NEW HOPE ROAD
 EZ0914'HAS BEEN RENAMED ST. ALBANS ROAD. THE CROSS STREET IS GREENLAWN (NOT
 EZ0914'WOODLAWN).
 EZ0914' 
 EZ0914'REF MARK NO.5 NOT FOUND. MEASUREMENTS FROM THE 3900 BUILDING AND POWER
 EZ0914'POLE FALL UNDER PAVEMENT.
 EZ0914' 
 EZ0914' 
 EZ0914' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6095 ***********************************************************************
 EZ6095  DESIGNATION -  BRIGGS 2 RM 4
 EZ6095  PID         -  EZ6095
 EZ6095  STATE/COUNTY-  NC/WAKE
 EZ6095  USGS QUAD   -  RALEIGH EAST (1993)
 EZ6095
 EZ6095                         *CURRENT SURVEY CONTROL
 EZ6095  ___________________________________________________________________
 EZ6095* NAD 83(1986)-  35 50 07.     (N)    078 37 00.     (W)     SCALED    
 EZ6095* NAVD 88     -       101.905  (meters)     334.33   (feet)  ADJUSTED  
 EZ6095  ___________________________________________________________________
 EZ6095  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ6095  DYNAMIC HT  -         101.818 (meters)     334.05  (feet)  COMP
 EZ6095  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 EZ6095
 EZ6095  VERT ORDER  -  SECOND    CLASS II
 EZ6095
 EZ6095.The horizontal coordinates were scaled from a topographic map and have
 EZ6095.an estimated accuracy of +/- 6 seconds.
 EZ6095
 EZ6095.The orthometric height was determined by differential leveling
 EZ6095.and adjusted in September 1998.
 EZ6095
 EZ6095.The geoid height was determined by GEOID03.
 EZ6095
 EZ6095.The dynamic height is computed by dividing the NAVD 88
 EZ6095.geopotential number by the normal gravity value computed on the
 EZ6095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6095.degrees latitude (g = 980.6199 gals.).
 EZ6095
 EZ6095.The modeled gravity was interpolated from observed gravity values.
 EZ6095
 EZ6095;                    North         East    Units  Estimated Accuracy
 EZ6095;SPC NC       -   231,390.      644,230.      MT  (+/- 180 meters Scaled)
 EZ6095
 EZ6095                          SUPERSEDED SURVEY CONTROL
 EZ6095
 EZ6095.No superseded survey control is available for this station.
 EZ6095
 EZ6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV152683(NAD 83)
 EZ6095_MARKER: DR = REFERENCE MARK DISK
 EZ6095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6095_STAMPING: BRIGGS 2 1967 NO 4 1973
 EZ6095_MARK LOGO: NGS   
 EZ6095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6095+STABILITY: SURFACE MOTION
 EZ6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ6095+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 EZ6095
 EZ6095  HISTORY     - Date     Condition        Report By
 EZ6095  HISTORY     - 1973     MONUMENTED       NGS
 EZ6095  HISTORY     - 19870525 GOOD             NCGS
 EZ6095  HISTORY     - 20041115 GOOD             GEOCAC
 EZ6095  HISTORY     - 20051212 GOOD             USPSQD
 EZ6095  HISTORY     - 20060906 GOOD             GEOCAC
 EZ6095
 EZ6095                          STATION DESCRIPTION
 EZ6095
 EZ6095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6095'STATION IS LOCATED IN NORTH RALEIGH ABOUT 0.05 MI (0.08 KM) SOUTH OF
 EZ6095'EASTGATE SHOPPING CENTER. ALONG WAKE FOREST ROAD FOR 0.3 MI (0.5 KM)
 EZ6095'NORTHEAST FROM NEW HOPE CHURCH ROAD, AT THE MONTECITO APARTMENT
 EZ6095'COMPLEX, ABOUT 0.1 MI (0.2 KM) WEST THROUGH THE PARKING LOT, NEAR THE
 EZ6095'LAUNDRY ROOM. REFERENCE MARK 4 IS ABOUT LEVEL WITH THE STATION--BRIGGS
 EZ6095'2--WHICH IS ON A CUT BANK IN THE EDGE OF A WOODED AREA. RM 4 IS
 EZ6095'LOCATED 36.4 FT (11.1 M) SOUTHEAST OF A METAL WITNESS POST, 57.2 FT
 EZ6095'(17.4 M) SOUTH OF THE SOUTHEAST CORNER OF THE LAUNDRY ROOM, 76.0 FT
 EZ6095'(23.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVED PARKING
 EZ6095'LOT, AND 82.8 FT (25.2 M) SOUTHEAST OF A POWER POLE.
 EZ6095
 EZ6095                          STATION RECOVERY (2004)
 EZ6095
 EZ6095'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ6095'AS DESCRIBED. LAUNDRY ROOM BEING USED AS MAINTENANCE SHOP FOR
 EZ6095'APARTMENT COMPLEX.
 EZ6095
 EZ6095                          STATION RECOVERY (2005)
 EZ6095
 EZ6095'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6095'RECOVERED IN GOOD CONDITION.
 EZ6095
 EZ6095                          STATION RECOVERY (2006)
 EZ6095
 EZ6095'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ6095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6096 ***********************************************************************
 EZ6096  DESIGNATION -  BRIGGS 2 RM 5
 EZ6096  PID         -  EZ6096
 EZ6096  STATE/COUNTY-  NC/WAKE
 EZ6096  USGS QUAD   -  RALEIGH EAST (1993)
 EZ6096
 EZ6096                         *CURRENT SURVEY CONTROL
 EZ6096  ___________________________________________________________________
 EZ6096* NAD 83(1986)-  35 50 07.     (N)    078 37 00.     (W)     SCALED    
 EZ6096* NAVD 88     -        96.654  (meters)     317.11   (feet)  ADJUSTED  
 EZ6096  ___________________________________________________________________
 EZ6096  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ6096  DYNAMIC HT  -          96.572 (meters)     316.84  (feet)  COMP
 EZ6096  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 EZ6096
 EZ6096  VERT ORDER  -  SECOND    CLASS II
 EZ6096
 EZ6096.The horizontal coordinates were scaled from a topographic map and have
 EZ6096.an estimated accuracy of +/- 6 seconds.
 EZ6096
 EZ6096.The orthometric height was determined by differential leveling
 EZ6096.and adjusted in September 1998.
 EZ6096
 EZ6096.The geoid height was determined by GEOID03.
 EZ6096
 EZ6096.The dynamic height is computed by dividing the NAVD 88
 EZ6096.geopotential number by the normal gravity value computed on the
 EZ6096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6096.degrees latitude (g = 980.6199 gals.).
 EZ6096
 EZ6096.The modeled gravity was interpolated from observed gravity values.
 EZ6096
 EZ6096;                    North         East    Units  Estimated Accuracy
 EZ6096;SPC NC       -   231,390.      644,230.      MT  (+/- 180 meters Scaled)
 EZ6096
 EZ6096                          SUPERSEDED SURVEY CONTROL
 EZ6096
 EZ6096.No superseded survey control is available for this station.
 EZ6096
 EZ6096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV152683(NAD 83)
 EZ6096_MARKER: DR = REFERENCE MARK DISK
 EZ6096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6096_STAMPING: BRIGGS 2 1967 NO 5 1973
 EZ6096_MARK LOGO: NGS   
 EZ6096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6096+STABILITY: SURFACE MOTION
 EZ6096
 EZ6096  HISTORY     - Date     Condition        Report By
 EZ6096  HISTORY     - 1973     MONUMENTED       NGS
 EZ6096  HISTORY     - 19870525 GOOD             NCGS
 EZ6096  HISTORY     - 20041115 MARK NOT FOUND   GEOCAC
 EZ6096  HISTORY     - 20060906 MARK NOT FOUND   GEOCAC
 EZ6096
 EZ6096                          STATION DESCRIPTION
 EZ6096
 EZ6096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6096'STATION IS LOCATED IN NORTH RALEIGH ABOUT 0.05 MI (0.08 KM) SOUTH OF
 EZ6096'EASTGATE SHOPPING CENTER. ALONG WAKE FOREST ROAD FOR 0.3 MI (0.5 KM)
 EZ6096'NORTHEAST FROM NEW HOPE CHURCH ROAD, AT THE MONTECITO APARTMENT
 EZ6096'COMPLEX. REFERENCE MARK 5 IS FLUSH WITH THE GROUND.  LOCATED 3.4 FT
 EZ6096'(1.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF WAKE FOREST
 EZ6096'ROAD, 64.7 FT (19.7 M) WEST OF BUILDING NUMBER 3900, 15.1 FT (4.6 M)
 EZ6096'NORTHEAST OF A POWER POLE, AND 83.7 FT (25.5 M) SOUTHWEST OF A POWER
 EZ6096'POLE.
 EZ6096
 EZ6096                          STATION RECOVERY (2004)
 EZ6096
 EZ6096'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ6096'MEASUREMENTS FROM THE 3900 BUILDING AND POWER POLE FALL IN THE
 EZ6096'EASTERN-MOST LANE OF WAKE FOREST ROAD. IT APPEARS THAT THE MARK WAS
 EZ6096'COVERED OR DESTROYED WHEN THE ROAD WAS WIDENED.
 EZ6096
 EZ6096                          STATION RECOVERY (2006)
 EZ6096
 EZ6096'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ6096'MEASUREMENTS FROM THE 3900 BUILDING AND POWER POLE FALL UNDER
 EZ6096'PAVEMENT.
 EZ6096' 
 EZ6096' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0915 ***********************************************************************
 EZ0915  DESIGNATION -  BRIGGS RM 3
 EZ0915  PID         -  EZ0915
 EZ0915  STATE/COUNTY-  NC/WAKE
 EZ0915  USGS QUAD   -  RALEIGH EAST (1993)
 EZ0915
 EZ0915                         *CURRENT SURVEY CONTROL
 EZ0915  ___________________________________________________________________
 EZ0915* NAD 83(2001)-  35 50 06.41214(N)    078 37 01.96992(W)     ADJUSTED  
 EZ0915* NAVD 88     -       102.926  (meters)     337.68   (feet)  ADJUSTED  
 EZ0915  ___________________________________________________________________
 EZ0915  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 EZ0915  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 EZ0915  DYNAMIC HT  -         102.838 (meters)     337.39  (feet)  COMP
 EZ0915  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 EZ0915
 EZ0915  HORZ ORDER  -  SECOND
 EZ0915  VERT ORDER  -  SECOND    CLASS 0
 EZ0915
 EZ0915.The horizontal coordinates were established by classical geodetic methods
 EZ0915.and adjusted by the National Geodetic Survey in August 2005.
 EZ0915
 EZ0915.The orthometric height was determined by differential leveling
 EZ0915.and adjusted in September 1998.
 EZ0915
 EZ0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0915
 EZ0915.The geoid height was determined by GEOID03.
 EZ0915
 EZ0915.The dynamic height is computed by dividing the NAVD 88
 EZ0915.geopotential number by the normal gravity value computed on the
 EZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0915.degrees latitude (g = 980.6199 gals.).
 EZ0915
 EZ0915.The modeled gravity was interpolated from observed gravity values.
 EZ0915
 EZ0915;                    North         East     Units Scale Factor Converg.
 EZ0915;SPC NC       -   231,373.200   644,183.628   MT  0.99992431   +0 13 15.4
 EZ0915;SPC NC       -   759,096.91  2,113,459.12   sFT  0.99992431   +0 13 15.4
 EZ0915;UTM  17      - 3,968,281.424   715,220.682   MT  1.00017080   +1 23 44.0
 EZ0915
 EZ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0915!SPC NC       -   0.99998900  x   0.99992431  =   0.99991332
 EZ0915!UTM  17      -   0.99998900  x   1.00017080  =   1.00015980
 EZ0915
 EZ0915                          SUPERSEDED SURVEY CONTROL
 EZ0915
 EZ0915  NAD 83(1986)-  35 50 06.41555(N)    078 37 01.98000(W) AD(       ) 2
 EZ0915  NAD 27      -  35 50 05.88438(N)    078 37 02.96456(W) AD(       ) 2
 EZ0915  NAVD 88 (06/15/91)  102.922  (m)          337.67   (f) UNKNOWN     2 0
 EZ0915  NGVD 29 (??/??/92)  103.21   (m)          338.6    (f) COMPUTED    2 0
 EZ0915
 EZ0915.Superseded values are not recommended for survey control.
 EZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0915.See file dsdata.txt to determine how the superseded data were derived.
 EZ0915
 EZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1522168281(NAD 83)
 EZ0915_MARKER: DR = REFERENCE MARK DISK
 EZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0915_STAMPING: BRIGGS NO 3 1933
 EZ0915_MARK LOGO: CGS   
 EZ0915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0915+STABILITY: SURFACE MOTION
 EZ0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0915+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 EZ0915
 EZ0915  HISTORY     - Date     Condition        Report By
 EZ0915  HISTORY     - 1933     MONUMENTED       CGS
 EZ0915  HISTORY     - 1972     GOOD             NCGS
 EZ0915  HISTORY     - 19870101 GOOD             NCGS
 EZ0915  HISTORY     - 20060906 GOOD             GEOCAC
 EZ0915
 EZ0915                          STATION DESCRIPTION
 EZ0915
 EZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ0915'TO REACH STATION BRIGGS 2 FROM RALEIGH, GO NORTH ON HIGHWAY 1-A FOR
 EZ0915'4 MILES TO EASTGATE SHOPPING CENTER, THE CIMARRON APARTMENTS COMPLEX,
 EZ0915'AND STATION BRIGGS 2 ON THE SOUTHWEST SIDE OF THE COMPLEX.
 EZ0915'
 EZ0915'RM 3 (ARROW DOES NOT POINT TOWARD BRIGGS 2) IS A STANDARD DISK
 EZ0915'STAMPED---BRIGGS NO 3 1933---,
 EZ0915'SET IN TOP OF A SQUARE CONC MON PROJECTS 2 INCHES.
 EZ0915'IT IS 32 FEET WEST OF THE POWER POLE AND 3 FEET SOUTWEST OF THE
 EZ0915'TOP OF THE BANK, AND ALSO IN THE REAR OF THE PROPOSED LAUNDRY
 EZ0915'BUILDING. (THE LAUNDRY BUILDING GOES WITH AND IS PART OF THE
 EZ0915'CIMARRON APARTMENT COMPLEX.)
 EZ0915
 EZ0915                          STATION RECOVERY (1972)
 EZ0915
 EZ0915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0915'1.3 MI SSW FROM MILLBROOK.
 EZ0915'BRIGGS RM 3 IS LOCATED APPROXIMATELY 4.0 MILES NNE OF CAPITOL
 EZ0915'SQUARE IN RALEIGH.  TO REACH STATION FROM WAKE FOREST ROAD (SR
 EZ0915'2000) UNDERPASS OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH,
 EZ0915'PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.7 MILES TO A DRIVE LEFT
 EZ0915'INTO THE MONTECITO APARTMENTS, THENCE NW ALONG THIS DRIVE AND
 EZ0915'WOODS EDGE FOR APPROXIMATELY 470 TO STATION ON LEFT ON TOP OF
 EZ0915'BANK, 43.0 FT SW OF SW CORNER OF LAUNDRY AND STORAGE BUILDING,
 EZ0915'1.0 FT W OF PROJECTION OF WEST WALL OF BUILDING, 32.4 FT W OF PP
 EZ0915'W/SEVERAL TRANSFORMERS, 32.9 FT SSW OF A LIGHT POLE, AND 11.5 FT E
 EZ0915'OF 6 IN PINE.  DISK IS SET IN CONCRETE CYLINDER PROJECTING 2
 EZ0915'INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ0915
 EZ0915                          STATION RECOVERY (1987)
 EZ0915
 EZ0915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ0915'RECOVERED AS DESCRIBED.
 EZ0915
 EZ0915                          STATION RECOVERY (2006)
 EZ0915
 EZ0915'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ0915'RECOVERED IN GOOD CONDITION. AS NOTED PREVIOUSLY, ARROW POINTS TOWARD
 EZ0915'ORIGINAL STATION  BRIGGS- AND NOT TO BRIGGS 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2102 ***********************************************************************
 EY2102  DESIGNATION -  BRIGHT
 EY2102  PID         -  EY2102
 EY2102  STATE/COUNTY-  NC/BEAUFORT
 EY2102  USGS QUAD   -  WASHINGTON (1983)
 EY2102
 EY2102                         *CURRENT SURVEY CONTROL
 EY2102  ___________________________________________________________________
 EY2102* NAD 83(2001)-  35 31 28.71119(N)    077 02 35.04170(W)     ADJUSTED  
 EY2102* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY2102  ___________________________________________________________________
 EY2102  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EY2102  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 EY2102  HORZ ORDER  -  THIRD
 EY2102
 EY2102.The horizontal coordinates were established by classical geodetic methods
 EY2102.and adjusted by the National Geodetic Survey in August 2005.
 EY2102
 EY2102.The orthometric height was scaled from a topographic map.
 EY2102
 EY2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2102
 EY2102.The geoid height was determined by GEOID03.
 EY2102
 EY2102;                    North         East     Units Scale Factor Converg.
 EY2102;SPC NC       -   198,611.293   787,066.202   MT  0.99988389   +1 07 46.1
 EY2102;SPC NC       -   651,610.55  2,582,233.03   sFT  0.99988389   +1 07 46.1
 EY2102;UTM  18      - 3,933,145.980   314,751.656   MT  1.00002291   -1 11 14.9
 EY2102
 EY2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2102!SPC NC       -   1.00000581  x   0.99988389  =   0.99988970
 EY2102!UTM  18      -   1.00000581  x   1.00002291  =   1.00002872
 EY2102
 EY2102:                Primary Azimuth Mark                     Grid Az
 EY2102:SPC NC       -  WATER TANK                               080 24 31.0
 EY2102:UTM  18      -  WATER TANK                               082 43 32.0
 EY2102
 EY2102|---------------------------------------------------------------------|
 EY2102| PID    Reference Object                     Distance      Geod. Az  |
 EY2102|                                                           dddmmss.s |
 EY2102| EY2181 WATER TANK                          APPROX. 1.5 KM 0813217.1 |
 EY2102| EY2190 RODMAN POINT SHOAL BEACON           443.044 METERS 0873928.0 |
 EY2102| EY2153 RODNEY 2                             12.656 METERS 09207     |
 EY2102| EY4412 BRIGHT RM 1                          13.125 METERS 19337     |
 EY2102| EY4413 BRIGHT RM 2                          11.090 METERS 26505     |
 EY2102| EY2192 SOFT                                APPROX. 1.0 KM 3054300.2 |
 EY2102| EY2099 BEACON LIGHT                        APPROX. 0.9 KM 3264857.8 |
 EY2102| EY2172 WASHINGTON MUNICIPAL TANK           APPROX. 2.8 KM 3282906.8 |
 EY2102| EY2174 WASHINGTON NS RR BRIDGE CEN         APPROX. 1.5 KM 3284918.8 |
 EY2102| EY2180 WASHINGTON WEA BUREAU TOWER         APPROX. 1.5 KM 3465428.1 |
 EY2102|---------------------------------------------------------------------|
 EY2102
 EY2102                          SUPERSEDED SURVEY CONTROL
 EY2102
 EY2102  NAD 83(1986)-  35 31 28.73434(N)    077 02 35.01898(W) AD(       ) 3
 EY2102  NAD 27      -  35 31 28.14800(N)    077 02 36.19000(W) AD(       ) 3
 EY2102
 EY2102.Superseded values are not recommended for survey control.
 EY2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2102.See file dsdata.txt to determine how the superseded data were derived.
 EY2102
 EY2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1475233146(NAD 83)
 EY2102_MARKER: DS = TRIANGULATION STATION DISK
 EY2102_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY2102_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY2102
 EY2102  HISTORY     - Date     Condition        Report By
 EY2102  HISTORY     - 1933     MONUMENTED       CGS
 EY2102  HISTORY     - 1948     GOOD             CGS
 EY2102
 EY2102                          STATION DESCRIPTION
 EY2102
 EY2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY2102'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON RODMAN POINT,
 EY2102'ACROSS FROM WASHINGTON ABOUT 3/4 MILE BELOW THE BRIDGE ACROSS
 EY2102'THE RIVER, 200 METERS E OF THE MOUTH OF RODMAN CREEK, IN A WET
 EY2102'MARSH COVERED WITH BUSHES AND REEDS.  IT IS NEAR THE RECOVERED
 EY2102'STATION OF RODNEY 2 U.S.E. (1914).  THERE IS A LONE 18-INCH
 EY2102'CYPRESS ON THE UPPER SIDE OF THE POINT 30 METERS NORTHERLY FROM
 EY2102'THE STATION.  THE STATION IS 10 METERS FROM THE SHORE.
 EY2102'
 EY2102'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE,
 EY2102'IN THE TOPS OF TILES.
 EY2102'
 EY2102'REFERENCE MARK NO. 1 IS INSHORE FROM THE POINT AND THE STATION.
 EY2102'
 EY2102'REFERENCE MARK NO. 2 IS ABOUT S OF THE STATION AND ABOUT THE
 EY2102'SAME DISTANCE FROM THE SHORE.
 EY2102'
 EY2102'THE OLD STATION IS ON THE SHORE ON THE LOWER SIDE OF THE POINT.
 EY2102'
 EY2102'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.4 METERS.
 EY2102
 EY2102                          STATION RECOVERY (1948)
 EY2102
 EY2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY2102'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 EY2102'CONDITION.  THEY PROJECT 3 INCHES ABOVE THE GROUND.  REFERENCE
 EY2102'MARK 2 WAS RECOVERED IN GOOD CONDITION BUT WAS BURIED 4 INCHES
 EY2102'BELOW THE SURFACE OF THE GROUND.  ORIGINAL DESCRIPTION IS
 EY2102'INADEQUATE.  NEW DESCRIPTION FOLLOWS--
 EY2102'
 EY2102'STATION IS ON THE S SIDE OF THE PAMLICO RIVER, ON RODMAN POINT,
 EY2102'ABOUT 3/4 MILE BELOW THE BRIDGE, AND 200 METERS E OF THE MOUTH
 EY2102'OF RODMAN CREEK, IN A WET MARSH COVERED WITH BUSHES AND
 EY2102'REEDS.  IT IS NEAR THE RECOVERED STATION OF RODNEY 2
 EY2102'U.S.E. (1914).  STATION IS 11.45 METERS BEARING 145 DEG
 EY2102'MAG. FROM A 12-INCH TRIANGULAR BLAZED CYPRESS WHICH IS ON RANGE
 EY2102'WITH THE CENTER OF DRAW OF THE RAILROAD BRIDGE.  IT IS 6.93
 EY2102'METERS SW OF AN 8-INCH TRIANGULAR-BLAZED CYPRESS.
 EY2102'
 EY2102'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE, IN THE
 EY2102'TOP OF A TILE.
 EY2102'
 EY2102'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 EY2102'IN THE TOP OF A TILE.  IT IS INSHORE FROM THE POINT AND THE
 EY2102'STATION.
 EY2102'
 EY2102'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE,
 EY2102'IN THE TOP OF A TILE.  IT BEARS 205 DEG MAG. 11.4 METERS FROM
 EY2102'THE 12-INCH BLAZED CYPRESS.
 EY2102'
 EY2102'THE OLD STATION IS ABOUT 2 METERS OFFSHORE ON THE LOWER SIDE
 EY2102'OF THE POINT AND ABOUT 2 INCHES BENEATH THE SURFACE OF THE WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4460 ***********************************************************************
 FX4460  DESIGNATION -  BRIGHT
 FX4460  PID         -  FX4460
 FX4460  STATE/COUNTY-  NC/PERQUIMANS
 FX4460  USGS QUAD   -  CHAPANOKE (1982)
 FX4460
 FX4460                         *CURRENT SURVEY CONTROL
 FX4460  ___________________________________________________________________
 FX4460* NAD 83(2001)-  36 17 31.18343(N)    076 23 56.61450(W)     ADJUSTED  
 FX4460* NAVD 88     -         4.1    (meters)      13.     (feet)  VERTCON   
 FX4460  ___________________________________________________________________
 FX4460  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 FX4460  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 FX4460  HORZ ORDER  -  SECOND
 FX4460
 FX4460.The horizontal coordinates were established by classical geodetic methods
 FX4460.and adjusted by the National Geodetic Survey in August 2005.
 FX4460
 FX4460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4460
 FX4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4460
 FX4460.The geoid height was determined by GEOID03.
 FX4460
 FX4460;                    North         East     Units Scale Factor Converg.
 FX4460;SPC NC       -   285,061.607   843,226.054   MT  1.00003739   +1 30 04.3
 FX4460;SPC NC       -   935,239.62  2,766,484.15   sFT  1.00003739   +1 30 04.3
 FX4460;UTM  18      - 4,017,243.789   374,368.788   MT  0.99979447   -0 49 41.6
 FX4460
 FX4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4460!SPC NC       -   1.00000515  x   1.00003739  =   1.00004254
 FX4460!UTM  18      -   1.00000515  x   0.99979447  =   0.99979962
 FX4460
 FX4460                          SUPERSEDED SURVEY CONTROL
 FX4460
 FX4460  NAD 83(1993)-  36 17 31.20097(N)    076 23 56.62730(W) AD(       ) 2
 FX4460  NAD 83(1986)-  36 17 31.20200(N)    076 23 56.63323(W) AD(       ) 2
 FX4460  NGVD 29 (11/01/90)    4.4    (m)           14.     (f) VERT ANG    3  
 FX4460
 FX4460.Superseded values are not recommended for survey control.
 FX4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4460.See file dsdata.txt to determine how the superseded data were derived.
 FX4460
 FX4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7436917244(NAD 83)
 FX4460_MARKER: DE = TRAVERSE STATION DISK
 FX4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4460_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4460+STABILITY: SURFACE MOTION
 FX4460
 FX4460  HISTORY     - Date     Condition        Report By
 FX4460  HISTORY     - 1977     MONUMENTED       NCGS
 FX4460  HISTORY     - 19960421 MARK NOT FOUND   USPSQD
 FX4460
 FX4460                          STATION DESCRIPTION
 FX4460
 FX4460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LWA)
 FX4460'THE STATION IS LOCATED IN THE COMMUNITY OF PARKVILLE.
 FX4460'
 FX4460'TO REACH THE STATION FROM THE NORTH END OF US 17 BYPASS BRIDGE OVER
 FX4460'THE PERQUIMANS RIVER AT HERTFORD, PROCEED NORTH ALONG US 17 FOR 7.2
 FX4460'MILES TO THE INTERSECTION WITH SR 1224, THENCE NORTHWEST ALONG SR 1224
 FX4460'FOR 4.6 MILES TO THE INTERSECTION WITH SR 1223, THENCE NORTHWEST ALONG
 FX4460'SR 1223 FOR 0.8 MILE TO STATION ON RIGHT AT SOUTH CORNER OF
 FX4460'YARD OF THE BRICK RESIDENCE OF MRS. WALLACE BRIGHT.
 FX4460'
 FX4460'STATION MARK IS A STANDARD DISK STAMPED---BRIGHT 1977---SET IN TOP OF
 FX4460'A CONCRETE PRECAST IN SOUTHERNMOST CORNER OF YARD.
 FX4460'MARK IS 24.0 FEET NORTH OF THE CENTERLINE OF SR 1223, 12.8 FEET
 FX4460'WEST-SOUTHWEST OF WEST EDGE OF CONCRETE DRIVEWAY, 92.7 FEET SOUTHEAST
 FX4460'OF SOUTHEAST CORNER OF 2 STORY GREEN SHINGLED HOUSE, 43.6 FEET
 FX4460'SOUTH-SOUTHEAST OF TELEPHONE SERVICE POLE 38 WITH PEDESTAL AND
 FX4460'REFERENCE TAG AND 57.6 FEET WEST OF TELEPHONE SERVICE POLE WITH
 FX4460'REFERENCE TAG.
 FX4460
 FX4460                          STATION RECOVERY (1996)
 FX4460
 FX4460'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2348 ***********************************************************************
 AI2348  DESIGNATION -  BRIGHTWOOD
 AI2348  PID         -  AI2348
 AI2348  STATE/COUNTY-  NC/GUILFORD
 AI2348  USGS QUAD   -  LAKE BRANDT (1994)
 AI2348
 AI2348                         *CURRENT SURVEY CONTROL
 AI2348  ___________________________________________________________________
 AI2348* NAD 83(2007)-  36 08 44.42889(N)    079 45 26.96749(W)     ADJUSTED  
 AI2348* NAVD 88     -       266.158  (meters)     873.22   (feet)  ADJUSTED  
 AI2348  ___________________________________________________________________
 AI2348  EPOCH DATE  -        2002.00
 AI2348  X           -     916,932.868 (meters)                     COMP
 AI2348  Y           -  -5,074,493.994 (meters)                     COMP
 AI2348  Z           -   3,741,395.267 (meters)                     COMP
 AI2348  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 AI2348  ELLIP HEIGHT-         235.046 (meters)          (02/10/07) ADJUSTED
 AI2348  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 AI2348  DYNAMIC HT  -         265.935 (meters)     872.49  (feet)  COMP
 AI2348
 AI2348  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2348  Type    PID    Designation                      North   East  Ellip
 AI2348  -------------------------------------------------------------------
 AI2348  NETWORK AI2348 BRIGHTWOOD                        0.45   0.35   0.84
 AI2348  -------------------------------------------------------------------
 AI2348  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 AI2348
 AI2348  VERT ORDER  -  SECOND    CLASS II
 AI2348
 AI2348.The horizontal coordinates were established by GPS observations
 AI2348.and adjusted by the National Geodetic Survey in February 2007.
 AI2348
 AI2348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2348.The horizontal coordinates are valid at the epoch date displayed above.
 AI2348.The epoch date for horizontal control is a decimal equivalence
 AI2348.of Year/Month/Day.
 AI2348
 AI2348.The orthometric height was determined by differential leveling
 AI2348.and adjusted in May 2001.
 AI2348.No vertical observational check was made to the station.
 AI2348
 AI2348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2348
 AI2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2348
 AI2348.The ellipsoidal height was determined by GPS observations
 AI2348.and is referenced to NAD 83.
 AI2348
 AI2348.The geoid height was determined by GEOID03.
 AI2348
 AI2348.The dynamic height is computed by dividing the NAVD 88
 AI2348.geopotential number by the normal gravity value computed on the
 AI2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2348.degrees latitude (g = 980.6199 gals.).
 AI2348
 AI2348.The modeled gravity was interpolated from observed gravity values.
 AI2348
 AI2348;                    North         East     Units Scale Factor Converg.
 AI2348;SPC NC       -   266,024.527   541,429.927   MT  0.99999421   -0 26 13.9
 AI2348;SPC NC       -   872,782.14  1,776,341.35   sFT  0.99999421   -0 26 13.9
 AI2348;UTM  17      - 4,000,821.073   611,780.758   MT  0.99975395   +0 43 58.6
 AI2348
 AI2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2348!SPC NC       -   0.99996311  x   0.99999421  =   0.99995732
 AI2348!UTM  17      -   0.99996311  x   0.99975395  =   0.99971707
 AI2348
 AI2348|---------------------------------------------------------------------|
 AI2348| PID    Reference Object                     Distance      Geod. Az  |
 AI2348|                                                           dddmmss.s |
 AI2348| DE9379 235E 2                              395.094 METERS 05406     |
 AI2348|---------------------------------------------------------------------|
 AI2348
 AI2348                          SUPERSEDED SURVEY CONTROL
 AI2348
 AI2348  NAD 83(2001)-  36 08 44.42939(N)    079 45 26.96693(W) AD(       ) 1
 AI2348  ELLIP H (03/13/03)  235.044  (m)                       GP(       ) 4 2
 AI2348  NAD 83(1986)-  36 08 44.43594(N)    079 45 26.97432(W) AD(       ) 1
 AI2348  NAVD 88 (11/03/99)  266.16   (m)          873.2    (f) LEVELING    3  
 AI2348
 AI2348.Superseded values are not recommended for survey control.
 AI2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2348.See file dsdata.txt to determine how the superseded data were derived.
 AI2348
 AI2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1178100821(NAD 83)
 AI2348_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI2348_SP_SET: WINGWALL
 AI2348_STAMPING: BRIGHTWOOD 1994
 AI2348_MARK LOGO: NCGS  
 AI2348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2348+STABILITY: SURFACE MOTION
 AI2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2348+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AI2348
 AI2348  HISTORY     - Date     Condition        Report By
 AI2348  HISTORY     - 1994     MONUMENTED       NCGS
 AI2348  HISTORY     - 19970825 GOOD             NC1940
 AI2348  HISTORY     - 20030208 GOOD             USPSQD
 AI2348  HISTORY     - 20040912 GOOD             USPSQD
 AI2348  HISTORY     - 20060221 GOOD             USPSQD
 AI2348
 AI2348                          STATION DESCRIPTION
 AI2348
 AI2348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2348'STATION IS LOCATED IN BRIGHTWOOD-BUSICK COMMUNITY OF GREENSBORO, ABOUT
 AI2348'5.4 MI (8.7 KM) NORTH-NORTHEAST OF THE COURTHOUSE. AT THE SR 2359
 AI2348'(LEES CHAPEL ROAD) OVERPASS OF THE SOUTHERN RAILROAD, IN EAST END OF
 AI2348'THE NORTHEAST WINGWALL (ABOUT 1500 FEET (457.2 M) SOUTHWEST OF
 AI2348'BRIGHTWOOD SCHOOL). MARK IS LEVEL WITH ROAD.  LOCATED 29.6 FT (9.0 M)
 AI2348'NORTH OF THE CENTERLINE OF THE ROAD AND 3.0 FEET (0.9 M) FROM THE
 AI2348'CURB, 2.8 FT (0.9 M) NORTHEAST OF THE EAST END OF THE BRIDGE RAIL, AND
 AI2348'54.5 FT (16.6 M) WEST-SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
 AI2348
 AI2348                          STATION RECOVERY (1997)
 AI2348
 AI2348'RECOVERY NOTE BY CITY OF GREENSBORO NORTH CAROLINA 1997 (JED)
 AI2348'RECOVERED AS DESCRIBED.
 AI2348
 AI2348                          STATION RECOVERY (2003)
 AI2348
 AI2348'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 AI2348'RECOVERED IN GOOD CONDITION.
 AI2348
 AI2348                          STATION RECOVERY (2004)
 AI2348
 AI2348'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 AI2348'RECOVERED IN GOOD CONDITION.
 AI2348
 AI2348                          STATION RECOVERY (2006)
 AI2348
 AI2348'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1643 ***********************************************************************
 EZ1643  DESIGNATION -  BRILES
 EZ1643  PID         -  EZ1643
 EZ1643  STATE/COUNTY-  NC/RANDOLPH
 EZ1643  USGS QUAD   -  RAMSEUR (1980)
 EZ1643
 EZ1643                         *CURRENT SURVEY CONTROL
 EZ1643  ___________________________________________________________________
 EZ1643* NAD 83(2001)-  35 43 57.59027(N)    079 44 29.36605(W)     ADJUSTED  
 EZ1643* NAVD 88     -       203.366  (meters)     667.21   (feet)  ADJUSTED  
 EZ1643  ___________________________________________________________________
 EZ1643  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EZ1643  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ1643  DYNAMIC HT  -         203.193 (meters)     666.64  (feet)  COMP
 EZ1643  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 EZ1643
 EZ1643  HORZ ORDER  -  SECOND
 EZ1643  VERT ORDER  -  SECOND    CLASS 0
 EZ1643
 EZ1643.The horizontal coordinates were established by classical geodetic methods
 EZ1643.and adjusted by the National Geodetic Survey in August 2005.
 EZ1643
 EZ1643.The orthometric height was determined by differential leveling
 EZ1643.and adjusted in June 1991.
 EZ1643
 EZ1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1643
 EZ1643.The geoid height was determined by GEOID03.
 EZ1643
 EZ1643.The dynamic height is computed by dividing the NAVD 88
 EZ1643.geopotential number by the normal gravity value computed on the
 EZ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1643.degrees latitude (g = 980.6199 gals.).
 EZ1643
 EZ1643.The modeled gravity was interpolated from observed gravity values.
 EZ1643
 EZ1643;                    North         East     Units Scale Factor Converg.
 EZ1643;SPC NC       -   220,190.587   542,527.597   MT  0.99990773   -0 25 40.7
 EZ1643;SPC NC       -   722,408.62  1,779,942.62   sFT  0.99990773   -0 25 40.7
 EZ1643;UTM  17      - 3,955,027.677   613,810.983   MT  0.99975961   +0 44 06.2
 EZ1643
 EZ1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1643!SPC NC       -   0.99997284  x   0.99990773  =   0.99988057
 EZ1643!UTM  17      -   0.99997284  x   0.99975961  =   0.99973245
 EZ1643
 EZ1643:                Primary Azimuth Mark                     Grid Az
 EZ1643:SPC NC       -  MIST                                     185 18 08.4
 EZ1643:UTM  17      -  MIST                                     184 08 21.5
 EZ1643
 EZ1643|---------------------------------------------------------------------|
 EZ1643| PID    Reference Object                     Distance      Geod. Az  |
 EZ1643|                                                           dddmmss.s |
 EZ1643| EZ1645 MIST                                APPROX. 0.9 KM 1845227.7 |
 EZ1643| EZ1642 AUMAN                               444.269 METERS 3504923.6 |
 EZ1643|---------------------------------------------------------------------|
 EZ1643
 EZ1643                          SUPERSEDED SURVEY CONTROL
 EZ1643
 EZ1643  NAD 83(1986)-  35 43 57.59405(N)    079 44 29.37185(W) AD(       ) 2
 EZ1643  NAD 27      -  35 43 57.10329(N)    079 44 30.26538(W) AD(       ) 2
 EZ1643  NGVD 29 (??/??/92)  203.605  (m)          667.99   (f) ADJ UNCH    2 0
 EZ1643
 EZ1643.Superseded values are not recommended for survey control.
 EZ1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1643.See file dsdata.txt to determine how the superseded data were derived.
 EZ1643
 EZ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1381155028(NAD 83)
 EZ1643_MARKER: DE = TRAVERSE STATION DISK
 EZ1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1643_STAMPING: BRILES 1971
 EZ1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1643+STABILITY: SURFACE MOTION
 EZ1643
 EZ1643  HISTORY     - Date     Condition        Report By
 EZ1643  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1643  HISTORY     - 1971     GOOD             NCGS
 EZ1643
 EZ1643                          STATION DESCRIPTION
 EZ1643
 EZ1643'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ1643'BRILES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1643'THE VICINITY OF CEDAR FALLS, NORTH CAROLINA.
 EZ1643'
 EZ1643'BRILES IS LOCATED APPROXIMATELY 1.3 MILES SSW OF CEDAR FALLS.  TO
 EZ1643'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND SR 2222
 EZ1643'SOUTH OF CEDAR FALLS.  GO NORTH ON SR 2222 FOR 0.5 MILE TO
 EZ1643'INTERSECTION OF SR 2222 AND SR 2221 AND STATION ON LEFT (WEST)
 EZ1643'SIDE OF SR 2222.  AND 0.7 MILE SOUTH OF INTERSECTION OF SR 2222
 EZ1643'AND SR 2216.
 EZ1643'
 EZ1643'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1643'BRILES 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1643'WHICH IS 2 INCHES ABOVE THE GROUND.
 EZ1643'
 EZ1643'MARK IS
 EZ1643'
 EZ1643'59.2 FT W OF C/L OF SR 2222
 EZ1643'
 EZ1643'28.3 FT SW OF C/L OF SR 2221
 EZ1643'
 EZ1643'25.0 FT SSW OF ALUMINUM REF. TAG ON STOP SIGN POST
 EZ1643'
 EZ1643'15.9 FT N OF ALUMINUM REF. TAG ON TP
 EZ1643'
 EZ1643'125.0 FT SSE OF ALUMINUM REF. TAG ON 36 INCH OAK TREE
 EZ1643
 EZ1643                          STATION RECOVERY (1971)
 EZ1643
 EZ1643'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1643'1.3 MI SSW FROM CEDAR FALLS.
 EZ1643'STATION IS 0.5 MI. N ALONG SR 2222 FROM INTERSECTION WITH U.S.
 EZ1643'64, AT INTERSECTION OF SR 2222 AND SR 2221, 59.2 FT W OF C/L OF SR
 EZ1643'2222, 28.3 FT SW OF C/L OF SR 2221, 15.9 FT N OF ALUMINUM REF. TAG
 EZ1643'ON TP, 25.0 FT SSW OF ALUMINUM REF. TAG ON STOP SIGN POST AND
 EZ1643'125.0 FT SSE OF ALUMINUM REF. TAG ON 36 INCH OAK.  DISK IS SET IN
 EZ1643'CONCRETE CYLINDER, 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1888 ***********************************************************************
 EY1888  DESIGNATION -  BRILEY
 EY1888  PID         -  EY1888
 EY1888  STATE/COUNTY-  NC/PITT
 EY1888  USGS QUAD   -  GREENVILLE NE (1981)
 EY1888
 EY1888                         *CURRENT SURVEY CONTROL
 EY1888  ___________________________________________________________________
 EY1888* NAD 83(2001)-  35 40 35.99929(N)    077 21 51.62910(W)     ADJUSTED  
 EY1888* NAVD 88     -        11.992  (meters)      39.34   (feet)  ADJUSTED  
 EY1888  ___________________________________________________________________
 EY1888  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 EY1888  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 EY1888  DYNAMIC HT  -          11.982 (meters)      39.31  (feet)  COMP
 EY1888  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 EY1888
 EY1888  HORZ ORDER  -  SECOND
 EY1888  VERT ORDER  -  SECOND    CLASS II
 EY1888
 EY1888.The horizontal coordinates were established by classical geodetic methods
 EY1888.and adjusted by the National Geodetic Survey in August 2005.
 EY1888
 EY1888.The orthometric height was determined by differential leveling
 EY1888.and adjusted in June 1991.
 EY1888
 EY1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1888
 EY1888.The geoid height was determined by GEOID03.
 EY1888
 EY1888.The dynamic height is computed by dividing the NAVD 88
 EY1888.geopotential number by the normal gravity value computed on the
 EY1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1888.degrees latitude (g = 980.6199 gals.).
 EY1888
 EY1888.The modeled gravity was interpolated from observed gravity values.
 EY1888
 EY1888;                    North         East     Units Scale Factor Converg.
 EY1888;SPC NC       -   214,947.331   757,656.375   MT  0.99990001   +0 56 38.6
 EY1888;SPC NC       -   705,206.37  2,485,744.29   sFT  0.99990001   +0 56 38.6
 EY1888;UTM  18      - 3,950,662.718   286,021.499   MT  1.00016425   -1 22 46.0
 EY1888
 EY1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1888!SPC NC       -   1.00000373  x   0.99990001  =   0.99990374
 EY1888!UTM  18      -   1.00000373  x   1.00016425  =   1.00016798
 EY1888
 EY1888:                Primary Azimuth Mark                     Grid Az
 EY1888:SPC NC       -  COTTEN                                   153 08 02.4
 EY1888:UTM  18      -  COTTEN                                   155 27 27.0
 EY1888
 EY1888|---------------------------------------------------------------------|
 EY1888| PID    Reference Object                     Distance      Geod. Az  |
 EY1888|                                                           dddmmss.s |
 EY1888| EY2203 COTTEN                              APPROX. 0.6 KM 1540441.0 |
 EY1888| EY1889 BLOUNT                              APPROX. 1.6 KM 3530151.4 |
 EY1888|---------------------------------------------------------------------|
 EY1888
 EY1888                          SUPERSEDED SURVEY CONTROL
 EY1888
 EY1888  NAD 83(1986)-  35 40 36.00883(N)    077 21 51.64387(W) AD(       ) 2
 EY1888  NAD 27      -  35 40 35.43220(N)    077 21 52.76256(W) AD(       ) 2
 EY1888  NGVD 29 (10/26/90)   12.35   (m)           40.5    (f) LEVELING    3  
 EY1888
 EY1888.Superseded values are not recommended for survey control.
 EY1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1888.See file dsdata.txt to determine how the superseded data were derived.
 EY1888
 EY1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8602150663(NAD 83)
 EY1888_MARKER: DE = TRAVERSE STATION DISK
 EY1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1888_SP_SET: CONCRETE POST
 EY1888_STAMPING: BRILEY 1966
 EY1888_MARK LOGO: NCGS  
 EY1888_PROJECTION: FLUSH
 EY1888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1888+STABILITY: SURFACE MOTION
 EY1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1888+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1999
 EY1888
 EY1888  HISTORY     - Date     Condition        Report By
 EY1888  HISTORY     - 1966     MONUMENTED       NCGS
 EY1888  HISTORY     - 1979     GOOD             NCGS
 EY1888  HISTORY     - 1980     GOOD             NCGS
 EY1888  HISTORY     - 19870404 GOOD             USPSQD
 EY1888  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY1888  HISTORY     - 19960402 GOOD             NCGS
 EY1888  HISTORY     - 19990429 GOOD             NCGS
 EY1888
 EY1888                          STATION DESCRIPTION
 EY1888
 EY1888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY1888'BRILEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1888'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY1888'
 EY1888'BRILEY IS LOCATED APPROXIMATELY 5.0 MILES NORTH OF GREENVILLE,
 EY1888'N.C. AND 8.8 MILES SOUTH OF BETHEL, N. C.  TO REACH STATION
 EY1888'PROCEED FROM THE INTERSECTION OF U.S. 13, NC 11 AND NC 903 NORTH
 EY1888'FOR 0.6 MILES TO STATION LOCATED ON THE WEST SHOULDER OF U.S.
 EY1888'13 AND NC 11, SOUTHEAST OF END HOUSE OF A LINE OF HOUSES AND
 EY1888'0.25 MILES SOUTH OF INTERSECTION OF SR 1521 AND U.S. 13 AND NC
 EY1888'11.
 EY1888'
 EY1888'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1888'BRILEY 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1888'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1888'
 EY1888'MARK IS
 EY1888'
 EY1888'19.85 FT W OF C/L OF U.S. 13 AND NC 11
 EY1888'
 EY1888'14.90 FT E OF CORNER FENCE POST OF A BARBED WIRE FENCE W/ALUM. TAG
 EY1888'
 EY1888'63.65 FT SSE OF 24 INCH CHINABERRY TREE WITH ALUMINUM REF. TAG
 EY1888'
 EY1888'50.10 FT S OF C/L OF DRIVEWAY
 EY1888'
 EY1888'44.30 FT NE OF PP IN PASTURE WITH ALUMINUM REF. TAG
 EY1888'
 EY1888'7.0 FT E OF ROAD DITCH
 EY1888
 EY1888                          STATION RECOVERY (1979)
 EY1888
 EY1888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JWC)
 EY1888'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY1888'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS ACROSS ROAD FROM THE
 EY1888'TABERNACLE OF VICTORY CHURCH, 40.5 FEET SOUTH OF SOUTH END OF CULVERT
 EY1888'UNDER E.E. HARRIS DRIVEWAY, 42.3 FEET NORTHEAST OF POWER POLE IN FIELD
 EY1888'WITH ALUMINUM TAG, 117.7 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 EY1888'OF CONCRETE PORCH FOOR, AND 21.0 FEET WEST OF THE CENTERLINE OF
 EY1888'HIGHWAY.
 EY1888
 EY1888                          STATION RECOVERY (1980)
 EY1888
 EY1888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1888'5.0 MI NORTH FROM GREENVILLE.
 EY1888'0.6 MILE NORTH ALONG U.S. 13 - N.C. 11 FROM THE INTERSECTION WITH
 EY1888'N.C. 903 NORTH OF GREENVILLE, IN WEST SHOULDER OF HIGHWAY OPPOSITE
 EY1888'THE SOUTH CORNER OF YARD OF E.E. HARRIS RESIDENCE AND ACROSS HIGHWAY
 EY1888'FROM TABERNACLE OF VICTORY CHURCH, 21.0 FEET WEST OF CENTERLINE OF
 EY1888'HIGHWAY, 14.9 FEET EAST OF CORNER POST OF BARBED WIRE FENCE WITH
 EY1888'REFERENCE TAG, 42.3 FEET NORTHEAST OF POWER POLE IN FIELD WITH
 EY1888'REFERENCE TAG, 40.5 FEET SOUTH OF SOUTH END OF CULVERT UNDER DRIVE
 EY1888'AND 117.7 FEET SOUTH-SOUTHEAST OF NORTHEAST CORNER OF FLOOR OF
 EY1888'CONCRETE PORCH OF RESIDENCE.
 EY1888'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1888
 EY1888                          STATION RECOVERY (1987)
 EY1888
 EY1888'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM)
 EY1888'RECOVERED IN GOOD CONDITION.
 EY1888
 EY1888                          STATION RECOVERY (1988)
 EY1888
 EY1888'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY1888'MARK NOT FOUND.
 EY1888
 EY1888                          STATION RECOVERY (1996)
 EY1888
 EY1888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY1888'RECOVERED IN GOOD CONDITION.  NOTE--THE TABERNACLE OF VICTORY IS NOW
 EY1888'CANAAN FWB CHURCH. REFERENCES TO THE TAGGED FENCE POST AND CHINABERRY
 EY1888'TREE ARE NO LONGER VALID. MARK RECESSED 8-INCHES BELOW GROUND. 21.5 FT
 EY1888'(6.6 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 107.6 FT (32.8 M)
 EY1888'NORTH-NORTHWEST OF THE INTERSECTION OF THE ROAD AND A PRIVATE PAVED
 EY1888'ROAD WEST, AND 46.0 FT (14.0 M) NORTHEAST OF A POWER POLE.
 EY1888
 EY1888                          STATION RECOVERY (1999)
 EY1888
 EY1888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY1888'RECOVERED AS DESCRIBED.
 EY1888'SUBJECT TO BE DESTROYED DUE TO 4-LANE OF NC 11.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1364 ***********************************************************************
 FZ1364  DESIGNATION -  BRIM
 FZ1364  PID         -  FZ1364
 FZ1364  STATE/COUNTY-  NC/SURRY
 FZ1364  USGS QUAD   -  CLAUDVILLE (1977)
 FZ1364
 FZ1364                         *CURRENT SURVEY CONTROL
 FZ1364  ___________________________________________________________________
 FZ1364* NAD 83(2007)-  36 33 04.76011(N)    080 27 39.44021(W)     ADJUSTED  
 FZ1364* NAVD 88     -       444.4    (meters)    1458.     (feet)  VERTCON   
 FZ1364  ___________________________________________________________________
 FZ1364  EPOCH DATE  -        2002.00
 FZ1364  X           -     850,163.952 (meters)                     COMP
 FZ1364  Y           -  -5,059,198.015 (meters)                     COMP
 FZ1364  Z           -   3,777,756.217 (meters)                     COMP
 FZ1364  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FZ1364  ELLIP HEIGHT-         411.536 (meters)          (02/10/07) ADJUSTED
 FZ1364  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 FZ1364
 FZ1364  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1364  Type    PID    Designation                      North   East  Ellip
 FZ1364  -------------------------------------------------------------------
 FZ1364  NETWORK FZ1364 BRIM                              0.53   0.45   1.14
 FZ1364  -------------------------------------------------------------------
 FZ1364
 FZ1364.The horizontal coordinates were established by GPS observations
 FZ1364.and adjusted by the National Geodetic Survey in February 2007.
 FZ1364
 FZ1364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1364.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1364.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1364.The epoch date for horizontal control is a decimal equivalence
 FZ1364.of Year/Month/Day.
 FZ1364
 FZ1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1364
 FZ1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1364
 FZ1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1364
 FZ1364.The ellipsoidal height was determined by GPS observations
 FZ1364.and is referenced to NAD 83.
 FZ1364
 FZ1364.The geoid height was determined by GEOID03.
 FZ1364
 FZ1364;                    North         East     Units Scale Factor Converg.
 FZ1364;SPC NC       -   311,742.527   478,786.735   MT  1.00013010   -0 50 35.6
 FZ1364;SPC NC       - 1,022,775.27  1,570,819.48   sFT  1.00013010   -0 50 35.6
 FZ1364;UTM  17      - 4,045,236.124   548,242.594   MT  0.99962867   +0 19 15.7
 FZ1364
 FZ1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1364!SPC NC       -   0.99993542  x   1.00013010  =   1.00006551
 FZ1364!UTM  17      -   0.99993542  x   0.99962867  =   0.99956411
 FZ1364
 FZ1364:                Primary Azimuth Mark                     Grid Az
 FZ1364:SPC NC       -  BRIM RM 3                                004 25 05.7
 FZ1364:UTM  17      -  BRIM RM 3                                003 15 14.4
 FZ1364
 FZ1364|---------------------------------------------------------------------|
 FZ1364| PID    Reference Object                     Distance      Geod. Az  |
 FZ1364|                                                           dddmmss.s |
 FZ1364| AF9341 BRIM RM 3                           APPROX. 0.7 KM 0033430.1 |
 FZ1364| FZ2354 BRIM RM 2                             2.305 METERS 09722     |
 FZ1364| AF9328 BRIM 2                                7.599 METERS 17815     |
 FZ1364| FZ1904 BOWMAN                              APPROX.12.1 KM 3300420.8 |
 FZ1364| FZ2352 BRIM AZ MK                                         3445937.9 |
 FZ1364| FZ2353 BRIM RM 1                                          35734     |
 FZ1364|---------------------------------------------------------------------|
 FZ1364
 FZ1364                          SUPERSEDED SURVEY CONTROL
 FZ1364
 FZ1364  NAD 83(2001)-  36 33 04.76074(N)    080 27 39.44033(W) AD(       ) 1
 FZ1364  ELLIP H (03/13/03)  411.494  (m)                       GP(       ) 4 2
 FZ1364  NAD 83(1986)-  36 33 04.76781(N)    080 27 39.44487(W) AD(       ) 1
 FZ1364  NAD 83(1993)-  36 33 04.77313(N)    080 27 39.45019(W) AD(       ) 2
 FZ1364  NAD 83(1986)-  36 33 04.77717(N)    080 27 39.44804(W) AD(       ) 2
 FZ1364  NAD 27      -  36 33 04.28900(N)    080 27 40.23900(W) AD(       ) 2
 FZ1364  NGVD 29 (07/20/98)  444.6    (m)         1459.     (f) GPS OBS     3  
 FZ1364
 FZ1364.Superseded values are not recommended for survey control.
 FZ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1364.See file dsdata.txt to determine how the superseded data were derived.
 FZ1364
 FZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4824345236(NAD 83)
 FZ1364_MARKER: DE = TRAVERSE STATION DISK
 FZ1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1364_STAMPING: BRIM 1933
 FZ1364_MARK LOGO: CGS   
 FZ1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1364+STABILITY: SURFACE MOTION
 FZ1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1364+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 FZ1364
 FZ1364  HISTORY     - Date     Condition        Report By
 FZ1364  HISTORY     - 1933     MONUMENTED       CGS
 FZ1364  HISTORY     - 1964     GOOD             NCGS
 FZ1364  HISTORY     - 19930127 GOOD             NCGS
 FZ1364  HISTORY     - 19950221 GOOD             NCGS
 FZ1364
 FZ1364                          STATION DESCRIPTION
 FZ1364
 FZ1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ1364'STATION IS 9 MILES EAST-NORTHEAST OF MOUNT AIRY, 1.2 MILES
 FZ1364'WEST OF STOKES-SURRY COUNTY LINE, AND APPROXIMATELY ON
 FZ1364'VIRGINIA-NORTH CAROLINA STATE LINE.  TO REACH FROM MOUNT AIRY,
 FZ1364'GO NORTHEAST 10 MILES ON ROUTE 80 (STUART ROAD) OR 1.0 MILE
 FZ1364'BEYOND STATE LINE, TURN RIGHT (EAST) ONTO DIRT CROSSROADS,
 FZ1364'PROCEED 0.45 MILE, TURN RIGHT (SOUTH) ON GRADED T-ROAD AND
 FZ1364'CONTINUE 0.45 MILE TO STATE LINE AND STATION SITE.  STATION IS
 FZ1364'20.5 FEET WEST OF CENTER LINE OF FARM ROAD, AND 45 YARDS SOUTH
 FZ1364'OF LOG TOBACCO BARN.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 FZ1364'DISK STATION MARKS IN CONCRETE.  REFERENCE
 FZ1364'MARKS AND AZIMUTH MARK ARE STANDARD REFERENCE DISKS IN
 FZ1364'CONCRETE1A.  NO. 1 IS 200 YARDS SOUTH OF JOE
 FZ1364'ANDERSONS HOUSE, AT SOUTHWEST CORNER OF LOG TOBACCO BARN, 20
 FZ1364'FEET WEST OF CENTER LINE OF ROAD, AND 40.190 METERS (131.86
 FZ1364'FEET) FROM STATION.  NO. 2 IS 225
 FZ1364'YARDS SOUTHWEST OF JOE ANDERSONS HOUSE, 50 YARDS
 FZ1364'SOUTHWEST OF LOG TOBACCO BARN, 96.2 FEET WEST OF CENTER
 FZ1364'LINE OF FARM ROAD, AND 23.098 METERS (75.78 FEET) FROM
 FZ1364'STATION.  AZIMUTH MARK IS AT SOUTHEAST CORNER
 FZ1364'OF JOE ANDERSONS STOCK BARN, AND ABOUT
 FZ1364'300 YARDS FROM STATION.
 FZ1364
 FZ1364                          STATION RECOVERY (1964)
 FZ1364
 FZ1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1964 (PCD)
 FZ1364'BRIM GOOD
 FZ1364'
 FZ1364'RM 1 STILL IN BUT EXPOSED
 FZ1364'
 FZ1364'RM 2 GOOD
 FZ1364'
 FZ1364'AZ. MARK.
 FZ1364'
 FZ1364'STATION IS 9 MILES ENE OF MOUNT AIRY.  1.2 MILES W OF
 FZ1364'SURRY-STOKES COUNTY LINE AND APPROXIMATELY ON THE NC-VA. STATE
 FZ1364'LINE.  TO REACH FROM MOUNT AIRY GO NE 9 MILES ON NC103 TO THE
 FZ1364'VA-NC STATE LINE.  CONTINUE AHEAD FOR 1.0 MILE, TURN RIGHT
 FZ1364'ONTO PAVED ROAD (VA 645).  PROCEED 0.45 MILES TO ROAD TO RIGHT
 FZ1364'(VA 667) (MT. VIEW P.H. CHURCH 1935 IS ON LEFT SIDE OF 645 AT
 FZ1364'THIS T JUNCTION).  TURN RIGHT ON VA 667 AND GO 0.45 MILES TO
 FZ1364'STATE LINE AND STATION ON THE LEFT OF ROAD.  MARK IS RIGHT AT
 FZ1364'THE MAIL BOX OF TED W. TILLEY.  MEMBERS OF HOUSEHOLD KNOW
 FZ1364'EXACT LOCATION OF MARK.  SURFACE AND UNDERGROUND MARKS ARE
 FZ1364'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS
 FZ1364'AND AZIMUTH MARK ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FZ1364'
 FZ1364'RM 1 IS ABOUT 20 FEET W OF CENTER LINE OF VA667 AND 41.190
 FZ1364'METERS (131.86 FT.) FROM STATION.  IT
 FZ1364'IS ON THE EXPOSED EDGE OF BANK (EXPOSED ABOUT TWO FEET).  AT
 FZ1364'THIS DATE IT IS LOOSE BUT IS STILL IN POSITION.  WEATHER WILL
 FZ1364'SOON DISLODGE IT.
 FZ1364'
 FZ1364'RM 2 IS 23.098 METERS (75.78 FEET) FROM STATION N 82 DEG
 FZ1364'38 MIN W.  MARK IS IN GOOD CONDITION IN THE YARD OF TED W. TILLEY.
 FZ1364'
 FZ1364'AZIMUTH MARK IS ABOUT 300 YARDS FROM STATION N 75 DEG 38 MIN W.
 FZ1364'MARK IS WELL PRESERVED AND IS IN BACK OF
 FZ1364'HOUSE OF J.B. ANDERSON (A WHITE HOUSE AND SHED) ABOUT 300
 FZ1364'YARDS NORTH OF THE STATE LINE AND ON THE WEST SIDE OF VA
 FZ1364'667.  MR. ANDERSON KNOWS EXACT LOCATION OF AZIMUTH MARK.
 FZ1364
 FZ1364                          STATION RECOVERY (1993)
 FZ1364
 FZ1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (LWA)
 FZ1364'MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. THE STATION MARK IS AT A
 FZ1364'MAIL BOX POST WITH AN ORNAMENTAL WHEEL ATTACHED, THE WHEEL OBSCURES
 FZ1364'THE DISK AND DOES NOT PERMIT AN INSTRUMENT SETUP.  AZIMUTH MARK IS
 FZ1364'UNDER THE FOUNDATION OF A SHED AND THE LINE OF SIGHT TO STATION IS
 FZ1364'ALSO BLOCKED.  DISTANCE TO RM 2 DIFFERS FROM 1933 VALUE BY 0.16 FEET.
 FZ1364'BRIM 2 1987, BRIM RM 3 1987 (AZ MARK) WERE SET AT THIS TIME, A POLARIS
 FZ1364'OBSERVATION WAS ALSO MADE AT BRIM 2. A COMPLETE DESCRIPTION FOLLOWS.
 FZ1364'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST-NORTHEAST OF MT AIRY,
 FZ1364'1.9 KM (1.20 MI) WEST OF STOKES-SURRY COUNTY LINE, ON THE NC-VA STATE
 FZ1364'LINE. TO REACH THE STATION FROM US 52 BUSINESS AND NC 103 IN MT AIRY
 FZ1364'PROCEED 13.2 KM (8.20 MI) NORTHEAST TO NC-VA STATE LINE, CONTINUE
 FZ1364'ALONG HIGHWAY 103 FOR 1.4 KM (0.85 MI) TO VA 645, THENCE 0.7 KM (0.45
 FZ1364'MI) EAST-SOUTHEAST TO VA 647, THENCE 0.7 KM (0.45 MI) SOUTH ALONG VA
 FZ1364'647, AT STATE LINE. TO REACH REFERENCE MARK NO 3 FROM THE STATION
 FZ1364'PROCEED 0.7 KM (0.45 MI) NORTH ALONG VA 647 TO VA 645, IN NORTHEAST
 FZ1364'QUADRANT, AT MT. VIEW HOLINESS CHURCH. THE STATION IS A STANDARD NGS
 FZ1364'DISK STAMPED---BRIM 2 1987---, SET INTO THE TOP OF A ROUND CONCRETE
 FZ1364'MONUMENT 30 CM IN DIAMETER PROJECTING 3 CM ABOVE THE GROUND.  LOCATED
 FZ1364'6.3 M (20.7 FT) EAST-SOUTHEAST FROM CENTERLINE OF ROAD, 5.0 M (16.4
 FZ1364'FT) SOUTHWEST FROM RIGHT-OF-WAY MARKER, 15.9 M (52.2 FT)
 FZ1364'EAST-SOUTHEAST FROM RIGHT-OF-WAY MARKER, 19.5 M (64.0 FT)
 FZ1364'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE GARAGE AND 14.3 M
 FZ1364'(46.9 FT) SOUTHEAST FROM FENCE POST WITH REFERENCE TAG. REFERENCE MARK
 FZ1364'NO. 3 IS A STANDARD NGS DISK STAMPED---BRIM NO 3 1987---, SET INTO THE
 FZ1364'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM BELOW
 FZ1364'GROUND. LOCATED 5.0 M (16.4 FT) NORTH FROM THE CENTERLINE OF ROAD,
 FZ1364'16.3 M (53.5 FT) EAST FROM THE CENTELINE INTERSECTIONS OF VA 645 AND
 FZ1364'VA 647, 152 M (498.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 FZ1364'CHURCH AND 0.6 M (2.0 FT) SOUTH FROM THE POWER POLE WITH REFERENCE
 FZ1364'TAG. REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---BRIM NO 2
 FZ1364'1933---SET INTO TOP OF A SQUARE CONCRETE MONUMENT 32 CM ON A SIDE
 FZ1364'FLUSH WITH GROUND.  LOCATED 27.1 M (88.9 FT) EAST FROM THE CENTERLINE
 FZ1364'OF ROAD AND 11.0 M (36.1 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 FZ1364'GARAGE. STATION RECOVERED BY NCGS IN JANUARY 1993 AND FOUND TO BE IN
 FZ1364'GOOD CONDITION, EXCEPT THE STATION IS NO LONGER OBSCURED BY THE WHEEL
 FZ1364'ATTACHED TO THE MAILBOX.
 FZ1364
 FZ1364                          STATION RECOVERY (1995)
 FZ1364
 FZ1364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ1364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9328 ***********************************************************************
 AF9328  DESIGNATION -  BRIM 2
 AF9328  PID         -  AF9328
 AF9328  STATE/COUNTY-  NC/SURRY
 AF9328  USGS QUAD   -  CLAUDVILLE (1977)
 AF9328
 AF9328                         *CURRENT SURVEY CONTROL
 AF9328  ___________________________________________________________________
 AF9328* NAD 83(2001)-  36 33 04.51433(N)    080 27 39.43104(W)     ADJUSTED  
 AF9328* NAVD 88     -       444.5    (meters)    1458.     (feet)  VERTCON   
 AF9328  ___________________________________________________________________
 AF9328  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AF9328  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AF9328  HORZ ORDER  -  SECOND
 AF9328
 AF9328.The horizontal coordinates were established by classical geodetic methods
 AF9328.and adjusted by the National Geodetic Survey in August 2005.
 AF9328
 AF9328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9328
 AF9328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9328
 AF9328.The geoid height was determined by GEOID03.
 AF9328
 AF9328;                    North         East     Units Scale Factor Converg.
 AF9328;SPC NC       -   311,734.948   478,786.851   MT  1.00013008   -0 50 35.6
 AF9328;SPC NC       - 1,022,750.41  1,570,819.86   sFT  1.00013008   -0 50 35.6
 AF9328;UTM  17      - 4,045,228.552   548,242.864   MT  0.99962867   +0 19 15.7
 AF9328
 AF9328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9328!SPC NC       -   0.99993541  x   1.00013008  =   1.00006549
 AF9328!UTM  17      -   0.99993541  x   0.99962867  =   0.99956411
 AF9328
 AF9328                          SUPERSEDED SURVEY CONTROL
 AF9328
 AF9328  NAD 83(1986)-  36 33 04.52139(N)    080 27 39.43557(W) AD(       ) 2
 AF9328  NGVD 29 (07/20/98)  444.6    (m)         1459.     (f) VERT ANG    3  
 AF9328
 AF9328.Superseded values are not recommended for survey control.
 AF9328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9328.See file dsdata.txt to determine how the superseded data were derived.
 AF9328
 AF9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4824345229(NAD 83)
 AF9328_MARKER: DE = TRAVERSE STATION DISK
 AF9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9328_STAMPING: BRIM 2 1987
 AF9328_MARK LOGO: NGS   
 AF9328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9328+STABILITY: SURFACE MOTION
 AF9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9328+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF9328
 AF9328  HISTORY     - Date     Condition        Report By
 AF9328  HISTORY     - 1987     MONUMENTED       NCGS
 AF9328
 AF9328                          STATION DESCRIPTION
 AF9328
 AF9328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (LWA)
 AF9328'ORIGINAL STATION MARK--BRIM--IS AT A MAIL BOX POST WITH AN ORNAMENTAL
 AF9328'WHEEL ATTACHED.  THE WHEEL OBSCURES THE DISK AND DOES NOT PERMIT AN
 AF9328'INSTRUMENT SETUP.  AZIMUTH MARK IS UNDER THE FOUNDATION OF A SHED AND
 AF9328'THE LINE OF SIGHT TO STATION IS ALSO BLOCKED.  A COMPLETE DESCRIPTION
 AF9328'OF--BRIM 2--FOLLOWS. STATION IS LOCATED ABOUT 14.5 KM (9.00 MI)
 AF9328'EAST-NORTHEAST OF MT AIRY, 1.9 KM (1.20 MI)  WEST OF STOKES-SURRY
 AF9328'COUNTY LINE, ON THE NC-VA STATE LINE. PROCEED ALONG NC 103 FROM US 52
 AF9328'BUSINESS (IN MT AIRY) FOR 13.2 KM (8.20 MI)  NORTHEAST TO NC-VA STATE
 AF9328'LINE, CONTINUE ALONG HIGHWAY 103 FOR 1.4 KM (0.85 MI)  TO VA 645,
 AF9328'THENCE 0.7 KM (0.45 MI) EAST-SOUTHEAST TO VA 647, THENCE 0.7 KM (0.45
 AF9328'MI) SOUTH ALONG VA 647, TO STATION, AT STATE LINE. MARK PROJECTS 1
 AF9328'INCH ABOVE GROUND AND IS LEVEL WITH THE ROAD. LOCATED 6.3 M (20.7 FT)
 AF9328'EAST-SOUTHEAST FROM CENTERLINE OF ROAD, 5.0 M (16.4 FT)  SOUTHWEST
 AF9328'FROM RIGHT-OF-WAY MARKER, 15.9 M (52.2 FT) EAST-SOUTHEAST FROM
 AF9328'RIGHT-OF-WAY MARKER, 19.5 M (64.0 FT) WEST-SOUTHWEST FROM THE
 AF9328'SOUTHWEST CORNER OF HOUSE GARAGE AND 14.3 M (46.9 FT)  SOUTHEAST FROM
 AF9328'FENCE POST WITH REFERENCE TAG. STATION RECOVERED BY NCGS JANUARY 1993
 AF9328'AND FOUND TO BE IN GOOD CONDITION, EXCEPT THE WHEEL NO LONGER OBSCURES
 AF9328'BRIM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9341 ***********************************************************************
 AF9341  DESIGNATION -  BRIM RM 3
 AF9341  PID         -  AF9341
 AF9341  STATE/COUNTY-  NC/SURRY
 AF9341  USGS QUAD   -  CLAUDVILLE (1977)
 AF9341
 AF9341                         *CURRENT SURVEY CONTROL
 AF9341  ___________________________________________________________________
 AF9341* NAD 83(2007)-  36 33 28.00650(N)    080 27 37.64001(W)     ADJUSTED  
 AF9341* NAVD 88     -       444.65   (+/-2cm)    1458.8    (feet)  VERTCON   
 AF9341  ___________________________________________________________________
 AF9341  EPOCH DATE  -        2002.00
 AF9341  X           -     850,137.409 (meters)                     COMP
 AF9341  Y           -  -5,058,769.905 (meters)                     COMP
 AF9341  Z           -   3,778,332.024 (meters)                     COMP
 AF9341  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AF9341  ELLIP HEIGHT-         411.805 (meters)          (02/10/07) ADJUSTED
 AF9341  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AF9341
 AF9341  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9341  Type    PID    Designation                      North   East  Ellip
 AF9341  -------------------------------------------------------------------
 AF9341  NETWORK AF9341 BRIM RM 3                         0.76   0.61   1.41
 AF9341  -------------------------------------------------------------------
 AF9341  VERT ORDER  -  THIRD (See Below)
 AF9341
 AF9341.The horizontal coordinates were established by GPS observations
 AF9341.and adjusted by the National Geodetic Survey in February 2007.
 AF9341
 AF9341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9341.The horizontal coordinates are valid at the epoch date displayed above.
 AF9341.The epoch date for horizontal control is a decimal equivalence
 AF9341.of Year/Month/Day.
 AF9341
 AF9341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9341.The vertical order pertains to the NGVD 29 superseded value.
 AF9341
 AF9341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9341
 AF9341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9341
 AF9341.The ellipsoidal height was determined by GPS observations
 AF9341.and is referenced to NAD 83.
 AF9341
 AF9341.The geoid height was determined by GEOID03.
 AF9341
 AF9341;                    North         East     Units Scale Factor Converg.
 AF9341;SPC NC       -   312,458.451   478,842.050   MT  1.00013268   -0 50 34.6
 AF9341;SPC NC       - 1,025,124.10  1,571,000.96   sFT  1.00013268   -0 50 34.6
 AF9341;UTM  17      - 4,045,952.663   548,283.330   MT  0.99962872   +0 19 17.0
 AF9341
 AF9341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9341!SPC NC       -   0.99993538  x   1.00013268  =   1.00006805
 AF9341!UTM  17      -   0.99993538  x   0.99962872  =   0.99956412
 AF9341
 AF9341                          SUPERSEDED SURVEY CONTROL
 AF9341
 AF9341  NAD 83(2001)-  36 33 28.00712(N)    080 27 37.64011(W) AD(       ) 1
 AF9341  ELLIP H (03/13/03)  411.764  (m)                       GP(       ) 4 2
 AF9341  NAD 83(1986)-  36 33 28.01453(N)    080 27 37.64458(W) AD(       ) 1
 AF9341  NGVD 29 (07/20/98)  444.81   (m)         1459.3    (f) LEVELING    3  
 AF9341
 AF9341.Superseded values are not recommended for survey control.
 AF9341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9341.See file dsdata.txt to determine how the superseded data were derived.
 AF9341
 AF9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA4828345953(NAD 83)
 AF9341_MARKER: DR = REFERENCE MARK DISK
 AF9341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9341_STAMPING: BRIM NO 3 1987
 AF9341_MARK LOGO: NGS   
 AF9341_PROJECTION: FLUSH
 AF9341_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9341+STABILITY: SURFACE MOTION
 AF9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9341+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1995
 AF9341
 AF9341  HISTORY     - Date     Condition        Report By
 AF9341  HISTORY     - 1987     MONUMENTED       NCGS
 AF9341  HISTORY     - 19950221 GOOD             NCGS
 AF9341
 AF9341                          STATION DESCRIPTION
 AF9341
 AF9341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (PAC)
 AF9341'STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF MOUNT
 AF9341'AIRY, AND 5.3 MI (8.5 KM) NORTH OF WESTFIELD. IN NORTHEAST QUADRANT OF
 AF9341'INTERSECTION OF VA 645 AND VA 647, AT MOUNT VIEW HOLINESS CHURCH. MARK
 AF9341'IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH ROAD.  LOCATED 16.5 FT
 AF9341'(5.0 M) NORTH OF THE CENTERLINE OF THE ROAD, 53.5 FT (16.3 M) EAST OF
 AF9341'THE CENTERLINE INTERSECTION OF VA 645 AND VA 647, 49.7 FT (15.1 M)
 AF9341'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 26.2 FT (8.0 M)
 AF9341'WEST OF THE SOUTHWEST CORNER OF THE BRICK CHURCH SIGN, AND 2.0 FT (0.6
 AF9341'M) SOUTH OF A POWER POLE.
 AF9341
 AF9341                          STATION RECOVERY (1995)
 AF9341
 AF9341'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AF9341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8941 ***********************************************************************
 AI8941  DESIGNATION -  BRINDLETOWN
 AI8941  PID         -  AI8941
 AI8941  STATE/COUNTY-  NC/BURKE
 AI8941  USGS QUAD   -  GLEN ALPINE (1994)
 AI8941
 AI8941                         *CURRENT SURVEY CONTROL
 AI8941  ___________________________________________________________________
 AI8941* NAD 83(2007)-  35 38 09.85113(N)    081 47 42.71801(W)     ADJUSTED  
 AI8941* NAVD 88     -       388.7    (meters)    1275.     (feet)  GPS OBS   
 AI8941  ___________________________________________________________________
 AI8941  EPOCH DATE  -        2002.00
 AI8941  X           -     740,663.093 (meters)                     COMP
 AI8941  Y           -  -5,136,797.045 (meters)                     COMP
 AI8941  Z           -   3,695,656.162 (meters)                     COMP
 AI8941  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AI8941  ELLIP HEIGHT-         356.724 (meters)          (02/10/07) ADJUSTED
 AI8941  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AI8941
 AI8941  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8941  Type    PID    Designation                      North   East  Ellip
 AI8941  -------------------------------------------------------------------
 AI8941  NETWORK AI8941 BRINDLETOWN                       0.35   0.31   0.74
 AI8941  -------------------------------------------------------------------
 AI8941
 AI8941.The horizontal coordinates were established by GPS observations
 AI8941.and adjusted by the National Geodetic Survey in February 2007.
 AI8941
 AI8941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8941.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8941.The horizontal coordinates are valid at the epoch date displayed above.
 AI8941.The epoch date for horizontal control is a decimal equivalence
 AI8941.of Year/Month/Day.
 AI8941
 AI8941.The orthometric height was determined by GPS observations and a
 AI8941.high-resolution geoid model.
 AI8941
 AI8941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8941
 AI8941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8941
 AI8941.The ellipsoidal height was determined by GPS observations
 AI8941.and is referenced to NAD 83.
 AI8941
 AI8941.The geoid height was determined by GEOID03.
 AI8941
 AI8941;                    North         East     Units Scale Factor Converg.
 AI8941;SPC NC       -   212,787.537   356,482.914   MT  0.99989502   -1 36 47.9
 AI8941;SPC NC       -   698,120.44  1,169,561.03   sFT  0.99989502   -1 36 47.9
 AI8941;UTM  17      - 3,943,875.605   428,001.977   MT  0.99966388   -0 27 48.0
 AI8941
 AI8941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8941!SPC NC       -   0.99994401  x   0.99989502  =   0.99983904
 AI8941!UTM  17      -   0.99994401  x   0.99966388  =   0.99960791
 AI8941
 AI8941:                Primary Azimuth Mark                     Grid Az
 AI8941:SPC NC       -  9 DRD                                    210 24 38.6
 AI8941:UTM  17      -  9 DRD                                    209 15 38.7
 AI8941
 AI8941|---------------------------------------------------------------------|
 AI8941| PID    Reference Object                     Distance      Geod. Az  |
 AI8941|                                                           dddmmss.s |
 AI8941| AI8940 9 DRD                               451.404 METERS 2084750.7 |
 AI8941|---------------------------------------------------------------------|
 AI8941
 AI8941                          SUPERSEDED SURVEY CONTROL
 AI8941
 AI8941  NAD 83(2001)-  35 38 09.85120(N)    081 47 42.71799(W) AD(       ) 1
 AI8941  ELLIP H (03/13/03)  356.735  (m)                       GP(       ) 4 2
 AI8941  NAD 83(1986)-  35 38 09.86025(N)    081 47 42.72054(W) AD(       ) 1
 AI8941
 AI8941.Superseded values are not recommended for survey control.
 AI8941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8941.See file dsdata.txt to determine how the superseded data were derived.
 AI8941
 AI8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2800243876(NAD 83)
 AI8941_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8941_STAMPING: BRINDLETOWN 1996
 AI8941_MARK LOGO: NCGS  
 AI8941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8941+STABILITY: SURFACE MOTION
 AI8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8941+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8941
 AI8941  HISTORY     - Date     Condition        Report By
 AI8941  HISTORY     - 1996     MONUMENTED       NCGS
 AI8941
 AI8941                          STATION DESCRIPTION
 AI8941
 AI8941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8941'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTH-NORTHEAST OF
 AI8941'BRINDLETOWN AND 9.7 MI (15.6 KM) SOUTHWEST OF MORGANTON.
 AI8941'ALONG US 64 FOR 3.6 MI (5.8 KM) NORTHEAST FROM THE BURKE-MCDOWELL
 AI8941'COUNTY LINE TO STATION ON TOP OF 20 FOOT (6.1 M) CUT, ALSO NORTHEAST
 AI8941'FOR 0.4 MI (0.6 KM) FROM SR 1124-MOUNT OLIVE CHURCH ROAD.
 AI8941'MARK IS ABOUT 20-FEET HIGHER THAN HIGHWAY AND FLUSH WITH SURFACE.
 AI8941'LOCATED 51.0 FT (15.5 M) NORTHWEST OF THE CENTERLINE OF US 64, AND
 AI8941'162.0 FT (49.4 M) SOUTHWEST OF A POWER POLE, 158.5 FT (48.3 M)
 AI8941'SOUTH-SOUTHWEST OF AN 18-INCH PINE, AND 34.9 FT (10.6 M) NORTHEAST OF
 AI8941'A POWER POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2562 ***********************************************************************
 FZ2562  DESIGNATION -  BRINEGAR
 FZ2562  PID         -  FZ2562
 FZ2562  STATE/COUNTY-  NC/ASHE
 FZ2562  USGS QUAD   -  MOUTH OF WILSON (1991)
 FZ2562
 FZ2562                         *CURRENT SURVEY CONTROL
 FZ2562  ___________________________________________________________________
 FZ2562* NAD 83(2001)-  36 30 20.44679(N)    081 21 39.64917(W)     ADJUSTED  
 FZ2562* NAVD 88     -       895.4    (meters)    2938.     (feet)  VERTCON   
 FZ2562  ___________________________________________________________________
 FZ2562  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FZ2562  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FZ2562  HORZ ORDER  -  SECOND
 FZ2562
 FZ2562.The horizontal coordinates were established by classical geodetic methods
 FZ2562.and adjusted by the National Geodetic Survey in August 2005.
 FZ2562
 FZ2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2562
 FZ2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2562
 FZ2562.The geoid height was determined by GEOID03.
 FZ2562
 FZ2562;                    North         East     Units Scale Factor Converg.
 FZ2562;SPC NC       -   308,229.811   398,087.051   MT  1.00011228   -1 21 45.7
 FZ2562;SPC NC       - 1,011,250.64  1,306,057.27   sFT  1.00011228   -1 21 45.7
 FZ2562;UTM  17      - 4,040,098.684   467,671.625   MT  0.99961288   -0 12 53.2
 FZ2562
 FZ2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2562!SPC NC       -   0.99986441  x   1.00011228  =   0.99997668
 FZ2562!UTM  17      -   0.99986441  x   0.99961288  =   0.99947735
 FZ2562
 FZ2562                          SUPERSEDED SURVEY CONTROL
 FZ2562
 FZ2562  NAD 83(1995)-  36 30 20.44995(N)    081 21 39.65015(W) AD(       ) 2
 FZ2562  NAD 83(1993)-  36 30 20.45105(N)    081 21 39.65476(W) AD(       ) 2
 FZ2562  NAD 83(1986)-  36 30 20.45468(N)    081 21 39.66518(W) AD(       ) 2
 FZ2562  NGVD 29 (02/11/91)  895.5    (m)         2938.     (f) VERT ANG    3  
 FZ2562
 FZ2562.Superseded values are not recommended for survey control.
 FZ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2562.See file dsdata.txt to determine how the superseded data were derived.
 FZ2562
 FZ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6767240099(NAD 83)
 FZ2562_MARKER: DE = TRAVERSE STATION DISK
 FZ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2562+STABILITY: SURFACE MOTION
 FZ2562
 FZ2562  HISTORY     - Date     Condition        Report By
 FZ2562  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2562
 FZ2562                          STATION DESCRIPTION
 FZ2562
 FZ2562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2562'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES EAST OF CRUMPLER AND
 FZ2562'8.3 MILES NORTHEAST OF JEFFERSON AT CHESTNUT HILL COMMUNITY.
 FZ2562'
 FZ2562'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88. AND NC 16, 1.5
 FZ2562'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 6.35 MILES TO
 FZ2562'THE NC 16 BRIDGE OVER SR 1573, THENCE FROM THE SR 1573 UNDERPASS OF
 FZ2562'NC 16 BRIDGE, PROCEED EAST ALONG SR 1573 FOR 0.95 MILE TO SR 1567 ON
 FZ2562'RIGHT, THENCE EAST ALONG SR 1567 FOR 1.9 MILES TO SR 1552 ON LEFT,
 FZ2562'THENCE PROCEED NORTH ALONG SR 1552 FOR 0.35 MILES TO BRINEGAR
 FZ2562'RESIDENCE ON LEFT AND STATION NEAR NORTHEAST CORNER OF HOUSE ABOUT 15
 FZ2562'FEET ABOVE HIGHWAY.
 FZ2562'
 FZ2562'STATION MARK IS A STANDARD DISK STAMPED---BRINEGAR 1979---SET IN TOP
 FZ2562'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FZ2562'49.0 FEET NORTH OF NORTHEAST CORNER OF BRINEGAR HOME, 15.4 FEET
 FZ2562'NORTH-NORTHWEST OF EASTERNMOST FENCE POST, 122.0 FEET NORTHEAST OF
 FZ2562'TELEPHONE POLE WITH REFERENCE TAG, AND 52.9 FEET SOUTHEAST OF
 FZ2562'EASTERNMOST CLOTHES LINE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2646 ***********************************************************************
 FZ2646  DESIGNATION -  BRINEGAR
 FZ2646  PID         -  FZ2646
 FZ2646  STATE/COUNTY-  NC/WILKES
 FZ2646  USGS QUAD   -  WHITEHEAD (1998)
 FZ2646
 FZ2646                         *CURRENT SURVEY CONTROL
 FZ2646  ___________________________________________________________________
 FZ2646* NAD 83(2001)-  36 25 05.90522(N)    081 08 52.73292(W)     ADJUSTED  
 FZ2646* NAVD 88     -      1091.6    (meters)    3581.     (feet)  VERTCON   
 FZ2646  ___________________________________________________________________
 FZ2646  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 FZ2646  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 FZ2646  HORZ ORDER  -  SECOND
 FZ2646
 FZ2646.The horizontal coordinates were established by classical geodetic methods
 FZ2646.and adjusted by the National Geodetic Survey in August 2005.
 FZ2646
 FZ2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2646
 FZ2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2646
 FZ2646.The geoid height was determined by GEOID03.
 FZ2646
 FZ2646;                    North         East     Units Scale Factor Converg.
 FZ2646;SPC NC       -   298,102.186   416,958.879   MT  1.00007996   -1 14 23.1
 FZ2646;SPC NC       -   978,023.59  1,367,972.59   sFT  1.00007996   -1 14 23.1
 FZ2646;UTM  17      - 4,030,356.609   486,733.577   MT  0.99960217   -0 05 16.3
 FZ2646
 FZ2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2646!SPC NC       -   0.99983375  x   1.00007996  =   0.99991370
 FZ2646!UTM  17      -   0.99983375  x   0.99960217  =   0.99943599
 FZ2646
 FZ2646                          SUPERSEDED SURVEY CONTROL
 FZ2646
 FZ2646  NAD 83(1995)-  36 25 05.90684(N)    081 08 52.73421(W) AD(       ) 2
 FZ2646  NAD 83(1993)-  36 25 05.91140(N)    081 08 52.73929(W) AD(       ) 2
 FZ2646  NAD 83(1986)-  36 25 05.91230(N)    081 08 52.73923(W) AD(       ) 2
 FZ2646  NGVD 29 (06/26/91) 1091.7    (m)         3582.     (f) VERT ANG    3  
 FZ2646
 FZ2646.Superseded values are not recommended for survey control.
 FZ2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2646.See file dsdata.txt to determine how the superseded data were derived.
 FZ2646
 FZ2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA8673430357(NAD 83)
 FZ2646_MARKER: DE = TRAVERSE STATION DISK
 FZ2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2646_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2646+STABILITY: SURFACE MOTION
 FZ2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2646+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2002
 FZ2646
 FZ2646  HISTORY     - Date     Condition        Report By
 FZ2646  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2646  HISTORY     - 20021116 GOOD             INDIV
 FZ2646
 FZ2646                          STATION DESCRIPTION
 FZ2646
 FZ2646'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2646'THE STATION IS LOCATED ABOUT 6.2 MI SOUTH-SOUTHWEST OF SPARTA AND
 FZ2646'8.6 MI NORTHWEST OF TRAPHILL.
 FZ2646'
 FZ2646'ALONG BLUE RIDGE PARKWAY, 8.85 MI SOUTHWEST OF THE US 21 UNDERPASS
 FZ2646'AT THE BRINEGAR CABIN OVERLOOK, (0.4 MI SOUTHWEST OF MILE MARKER
 FZ2646'234) ON THE HIGHEST POINT, 200 FT SOUTHWEST OF THE OVERLOOK NEAR A
 FZ2646'LARGE ROCK OUTCROP.
 FZ2646'
 FZ2646'THE STATION IS A STANDARD NCGS DISK
 FZ2646'STAMPED---BRINEGAR 1984---,
 FZ2646'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2646'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2646'15.2 FEET NORTH-NORTHEAST OF THE CENTER OF AN 8 FT BY 6 FT ROCK
 FZ2646'OUTCROP--AND
 FZ2646'40.6 FEET SOUTHWEST OF A 12 INCH WHITE PINE,
 FZ2646'45.5 FEET WEST-SOUTHWEST OF AN 8 INCH WHITE PINE,
 FZ2646'14.5 FEET SOUTH-SOUTHEAST OF A 4 INCH SHORT LEAF PINE, AND
 FZ2646'75.4 FEET NORTHEAST OF A 4 INCH WHITE PINE--ALL FOUR WITH REFERENCE
 FZ2646'TAGS.
 FZ2646'
 FZ2646'MARK IS NCGS STATION.
 FZ2646
 FZ2646                          STATION RECOVERY (2002)
 FZ2646
 FZ2646'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR)
 FZ2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1793 ***********************************************************************
 FA1793  DESIGNATION -  BRINGLE
 FA1793  PID         -  FA1793
 FA1793  STATE/COUNTY-  NC/ROWAN
 FA1793  USGS QUAD   -  SALISBURY (1987)
 FA1793
 FA1793                         *CURRENT SURVEY CONTROL
 FA1793  ___________________________________________________________________
 FA1793* NAD 83(2001)-  35 39 50.56813(N)    080 26 52.61206(W)     ADJUSTED  
 FA1793* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 FA1793  ___________________________________________________________________
 FA1793  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 FA1793  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FA1793  HORZ ORDER  -  SECOND
 FA1793
 FA1793.The horizontal coordinates were established by classical geodetic methods
 FA1793.and adjusted by the National Geodetic Survey in August 2005.
 FA1793
 FA1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1793
 FA1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1793
 FA1793.The geoid height was determined by GEOID03.
 FA1793
 FA1793;                    North         East     Units Scale Factor Converg.
 FA1793;SPC NC       -   213,283.526   478,515.407   MT  0.99989841   -0 50 08.6
 FA1793;SPC NC       -   699,747.70  1,569,929.30   sFT  0.99989841   -0 50 08.6
 FA1793;UTM  17      - 3,946,827.712   549,965.574   MT  0.99963076   +0 19 18.7
 FA1793
 FA1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1793!SPC NC       -   0.99996985  x   0.99989841  =   0.99986827
 FA1793!UTM  17      -   0.99996985  x   0.99963076  =   0.99960062
 FA1793
 FA1793:                Primary Azimuth Mark                     Grid Az
 FA1793:SPC NC       -  POWER                                    237 54 58.5
 FA1793:UTM  17      -  POWER                                    236 45 31.2
 FA1793
 FA1793|---------------------------------------------------------------------|
 FA1793| PID    Reference Object                     Distance      Geod. Az  |
 FA1793|                                                           dddmmss.s |
 FA1793| FA1812 POWER                               APPROX. 0.9 KM 2370449.9 |
 FA1793|---------------------------------------------------------------------|
 FA1793
 FA1793                          SUPERSEDED SURVEY CONTROL
 FA1793
 FA1793  NAD 83(1986)-  35 39 50.57980(N)    080 26 52.61875(W) AD(       ) 2
 FA1793  NAD 27      -  35 39 50.07667(N)    080 26 53.41085(W) AD(       ) 2
 FA1793  NGVD 29 (07/19/86)  223.4    (m)          733.     (f) VERT ANG    3  
 FA1793
 FA1793.Superseded values are not recommended for survey control.
 FA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1793.See file dsdata.txt to determine how the superseded data were derived.
 FA1793
 FA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4996646828(NAD 83)
 FA1793_MARKER: DE = TRAVERSE STATION DISK
 FA1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1793_STAMPING: BRINGLE 1964
 FA1793_MARK LOGO: NCGS  
 FA1793_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1793+STABILITY: SURFACE MOTION
 FA1793
 FA1793  HISTORY     - Date     Condition        Report By
 FA1793  HISTORY     - 1964     MONUMENTED       NCGS
 FA1793  HISTORY     - 19880505 GOOD             NCGS
 FA1793
 FA1793                          STATION DESCRIPTION
 FA1793
 FA1793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA1793'BRINGLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1793'IN THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA1793'
 FA1793'BRINGLE IS 1.2 MILES ESE OF SALISBURY, AND 1.8 MILES SW OF
 FA1793'SPENCER.  LOCATED 0.8 MILES NE ALONG I 85 FROM BRIDGE OVER
 FA1793'U.S. 52.  0.95 MILES SW OF BRIDGE ON I 85 OVER CORRELL
 FA1793'ST. (SR 2114).  ON W SIDE OF BRINGLE FERRY RD. (SR 1002).  ON
 FA1793'THE NW SIDE OF I 85.  AT THE NW CORNER OF BRIDGE OVER I 85 ON
 FA1793'BRINGLE FERRY RD. (SR 1002).
 FA1793'
 FA1793'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1793'BRINGLE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1793'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1793'
 FA1793'MARK IS
 FA1793'
 FA1793'18.6 FT SW OF C/L OF BRINGLE FERRY RD. (SR 1002)
 FA1793'
 FA1793'3.4 FT NW OF TOP OF GUARD RAIL OF BRIDGE
 FA1793'
 FA1793'22.8 FT NE OF 3 LEAD NAILS IN PP 13-1/2
 FA1793'
 FA1793'4.5 FT SE OF CORNER OF INSIDE CURVED RETAINING WALL TO BRIDGE.
 FA1793'
 FA1793'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1793
 FA1793                          STATION RECOVERY (1988)
 FA1793
 FA1793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 FA1793'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0981 ***********************************************************************
 EA0981  DESIGNATION -  BRINGSON
 EA0981  PID         -  EA0981
 EA0981  STATE/COUNTY-  NC/DUPLIN
 EA0981  USGS QUAD   -  CHINQUAPIN (1981)
 EA0981
 EA0981                         *CURRENT SURVEY CONTROL
 EA0981  ___________________________________________________________________
 EA0981* NAD 83(2001)-  34 47 27.64685(N)    077 46 35.01074(W)     ADJUSTED  
 EA0981* NAVD 88     -        18.063  (meters)      59.26   (feet)  ADJUSTED  
 EA0981  ___________________________________________________________________
 EA0981  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EA0981  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EA0981  DYNAMIC HT  -          18.046 (meters)      59.21  (feet)  COMP
 EA0981  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 EA0981
 EA0981  HORZ ORDER  -  SECOND
 EA0981  VERT ORDER  -  SECOND    CLASS II
 EA0981
 EA0981.The horizontal coordinates were established by classical geodetic methods
 EA0981.and adjusted by the National Geodetic Survey in August 2005.
 EA0981
 EA0981.The orthometric height was determined by differential leveling
 EA0981.and adjusted in June 1991.
 EA0981
 EA0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0981
 EA0981.The geoid height was determined by GEOID03.
 EA0981
 EA0981.The dynamic height is computed by dividing the NAVD 88
 EA0981.geopotential number by the normal gravity value computed on the
 EA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0981.degrees latitude (g = 980.6199 gals.).
 EA0981
 EA0981.The modeled gravity was interpolated from observed gravity values.
 EA0981
 EA0981;                    North         East     Units Scale Factor Converg.
 EA0981;SPC NC       -   116,170.482   721,571.917   MT  0.99990472   +0 42 22.4
 EA0981;SPC NC       -   381,135.99  2,367,357.20   sFT  0.99990472   +0 42 22.4
 EA0981;UTM  18      - 3,853,381.029   245,972.228   MT  1.00039542   -1 35 06.1
 EA0981
 EA0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0981!SPC NC       -   1.00000290  x   0.99990472  =   0.99990762
 EA0981!UTM  18      -   1.00000290  x   1.00039542  =   1.00039832
 EA0981
 EA0981:                Primary Azimuth Mark                     Grid Az
 EA0981:SPC NC       -  SALEM                                    003 49 46.0
 EA0981:UTM  18      -  SALEM                                    006 07 14.5
 EA0981
 EA0981|---------------------------------------------------------------------|
 EA0981| PID    Reference Object                     Distance      Geod. Az  |
 EA0981|                                                           dddmmss.s |
 EA0981| EA1095 SALEM                               APPROX. 0.7 KM 0043208.4 |
 EA0981| EA1023 HILL                                414.567 METERS 1934921.6 |
 EA0981|---------------------------------------------------------------------|
 EA0981
 EA0981                          SUPERSEDED SURVEY CONTROL
 EA0981
 EA0981  NAD 83(1986)-  34 47 27.65769(N)    077 46 35.02166(W) AD(       ) 2
 EA0981  NAD 27      -  34 47 27.05671(N)    077 46 36.10314(W) AD(       ) 2
 EA0981  NGVD 29 (??/??/92)   18.360  (m)           60.24   (f) ADJ UNCH    2 2
 EA0981
 EA0981.Superseded values are not recommended for survey control.
 EA0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0981.See file dsdata.txt to determine how the superseded data were derived.
 EA0981
 EA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4597253381(NAD 83)
 EA0981_MARKER: DD = SURVEY DISK
 EA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0981_STAMPING: BRINSON 1974
 EA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0981+STABILITY: SURFACE MOTION
 EA0981
 EA0981  HISTORY     - Date     Condition        Report By
 EA0981  HISTORY     - 1974     MONUMENTED       NCGS
 EA0981  HISTORY     - 1975     GOOD             NCGS
 EA0981
 EA0981                          STATION DESCRIPTION
 EA0981
 EA0981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0981'BRINSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0981'THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0981'
 EA0981'BRINSON IS LOCATED APPROXIMATELY 3.4 MILES SE OF CHINQUAPIN, AND
 EA0981'12.9 MILES ENE OF WALLACE.  TO REACH STATION FROM INTERSECTION OF NC
 EA0981'41 WITH NC 50 AT CHINQUAPIN, PROCEED SOUTHEAST ALONG NC 50 FOR 3.7
 EA0981'MILES TO STATION ON LEFT IN EAST SHOULDER NEAR BRINSONS
 EA0981'MAILBOX.  0.2 MILE NORTH FROM INTERSECTION WITH SR 1816, 0.6 MILE
 EA0981'SOUTH FROM Y-INTERSECTION WITH SR 1828 AT SALEM PRESBYTERIAN
 EA0981'CHURCH.
 EA0981'
 EA0981'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0981'BRINSON 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0981'WHICH IS 8 INCHES BELOW THE GROUND.
 EA0981'
 EA0981'MARK IS 14.9 FT E OF C/L OF NC 50
 EA0981'
 EA0981'15.1 FT S OF PROJECTED C/L OF BRINSON DRIVEWAY
 EA0981'
 EA0981'118.0 FT SW OF 5 IN GUM TREE WITH ALUMINUM REF. TAG
 EA0981'
 EA0981'83.7 FT NE OF PP WITH ALUMINUM REF. TAG
 EA0981'
 EA0981'69.2 FT SE OF 18 IN OAK TREE WITH ALUMINUM REF. TAG, IN YARD
 EA0981
 EA0981                          STATION RECOVERY (1975)
 EA0981
 EA0981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0981'3.4 MI SE FROM CHINQUAPIN.
 EA0981'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0981'PROCEED SOUTHEAST ALONG NC 50 FOR 3.7 MILES TO STATION ON LEFT IN EAST
 EA0981'SHOULDER NEAR BRINSONS MAILBOX, 0.2 MILE NORTH FROM INTERSECTION WITH
 EA0981'SR 1816, AND 0.6 MILE SOUTH FROM Y-INTERSECTION WITH SR 1828 AT SALEM
 EA0981'PRESBYTERIAN CHURCH.  14.9 FT. EAST OF C/L OF NC 50, 15.1 FT. SOUTH OF
 EA0981'PROJECTED C/L OF BRINSON DRIVEWAY, 118.0 FT. SW OF 5 IN. GUM WITH
 EA0981'ALUMINUM REF. TAG, 83.7 FT. NE OF PP WITH ALUMINUM REF. TAG, AND 69.2
 EA0981'FT. SE OF 18 IN. OAK TREE WITH ALUMINUM REF. TAG., IN YARD. DISK IS
 EA0981'SET IN TOP OF CONCRETE CYLINDER, 8 INCHES BELOW THE SURFACE OF THE
 EA0981'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2709 ***********************************************************************
 FX2709  DESIGNATION -  BRINKLEY
 FX2709  PID         -  FX2709
 FX2709  STATE/COUNTY-  NC/GATES
 FX2709  USGS QUAD   -  SUNBURY (1981)
 FX2709
 FX2709                         *CURRENT SURVEY CONTROL
 FX2709  ___________________________________________________________________
 FX2709* NAD 83(2001)-  36 26 28.87094(N)    076 37 08.29538(W)     ADJUSTED  
 FX2709* NAVD 88     -         9.776  (meters)      32.07   (feet)  ADJUSTED  
 FX2709  ___________________________________________________________________
 FX2709  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX2709  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2709  DYNAMIC HT  -           9.768 (meters)      32.05  (feet)  COMP
 FX2709  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 FX2709
 FX2709  HORZ ORDER  -  SECOND
 FX2709  VERT ORDER  -  SECOND    CLASS II
 FX2709
 FX2709.The horizontal coordinates were established by classical geodetic methods
 FX2709.and adjusted by the National Geodetic Survey in August 2005.
 FX2709
 FX2709.The orthometric height was determined by differential leveling
 FX2709.and adjusted in June 1991.
 FX2709
 FX2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2709
 FX2709.The geoid height was determined by GEOID03.
 FX2709
 FX2709.The dynamic height is computed by dividing the NAVD 88
 FX2709.geopotential number by the normal gravity value computed on the
 FX2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2709.degrees latitude (g = 980.6199 gals.).
 FX2709
 FX2709.The modeled gravity was interpolated from observed gravity values.
 FX2709
 FX2709;                    North         East     Units Scale Factor Converg.
 FX2709;SPC NC       -   301,135.793   823,079.362   MT  1.00008826   +1 22 27.3
 FX2709;SPC NC       -   987,976.35  2,700,386.21   sFT  1.00008826   +1 22 27.3
 FX2709;UTM  18      - 4,034,120.671   354,897.631   MT  0.99985941   -0 57 42.6
 FX2709
 FX2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2709!SPC NC       -   1.00000416  x   1.00008826  =   1.00009242
 FX2709!UTM  18      -   1.00000416  x   0.99985941  =   0.99986357
 FX2709
 FX2709                          SUPERSEDED SURVEY CONTROL
 FX2709
 FX2709  NAD 83(1993)-  36 26 28.87205(N)    076 37 08.29845(W) AD(       ) 2
 FX2709  NAD 83(1986)-  36 26 28.88472(N)    076 37 08.31488(W) AD(       ) 2
 FX2709  NGVD 29 (01/18/91)   10.11   (m)           33.2    (f) LEVELING    3  
 FX2709
 FX2709.Superseded values are not recommended for survey control.
 FX2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2709.See file dsdata.txt to determine how the superseded data were derived.
 FX2709
 FX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5489834121(NAD 83)
 FX2709_MARKER: DE = TRAVERSE STATION DISK
 FX2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2709_SP_SET: CONCRETE POST
 FX2709_STAMPING: BRINKLEY 1980
 FX2709_MARK LOGO: NCGS  
 FX2709_PROJECTION: FLUSH
 FX2709_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2709+STABILITY: SURFACE MOTION
 FX2709
 FX2709  HISTORY     - Date     Condition        Report By
 FX2709  HISTORY     - 1980     MONUMENTED       NCGS
 FX2709  HISTORY     - 1981     GOOD             NCGS
 FX2709  HISTORY     - 19970413 GOOD             USPSQD
 FX2709
 FX2709                          STATION DESCRIPTION
 FX2709
 FX2709'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2709'STATION IS LOCATED APPROXIMATELY 0.5 MILE WEST OF SUNBURY, AND 7.8
 FX2709'MILES NORTHEAST OF GATESVILLE.
 FX2709'
 FX2709'TO REACH STATION FROM INTERSECTION OF US 158 WITH NC 32 IN SUNBURY,
 FX2709'PROCEED WEST ALONG US 158 FOR 0.45 MILE TO STATION ON LEFT, IN
 FX2709'NORTHEAST CORNER OF YARD OF THE TWO STORY FRAMED BRINKLEY RESIDENCE.
 FX2709'
 FX2709'STATION MARK IS A STANDARD DISK STAMPED---BRINKLEY 1980---SET IN TOP
 FX2709'OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX2709'40.6 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 28.0 FEET NORTHWEST OF
 FX2709'TELEPHONE POLE WITH REFERENCE TAG, 66.0 FEET SOUTHEAST OF POWER
 FX2709'POLE (DC35) WITH REFERENCE TAG, 126.8 FEET SOUTHEAST OF EAST END OF
 FX2709'DRIVE CULVERT AND 20.0 FEET NORTHEAST OF A 30 INCH BIRCH TREE.
 FX2709
 FX2709                          STATION RECOVERY (1981)
 FX2709
 FX2709'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2709'0.5 MI WEST FROM SUNBURY.
 FX2709'0.45 MILE WEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 32 IN
 FX2709'SUNBURY, IN NORTHEAST CORNER OF YARD OF A TWO STORY FRAME HOUSE,
 FX2709'BRINKLEY RESIDENCE. 40.6 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY,
 FX2709'28.0 FEET NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, 20.0 FEET
 FX2709'NORTHEAST OF 30 INCH BIRCH, 66.0 FEET SOUTHEAST OF POWER POLE DC 35
 FX2709'WITH REFERENCE TAG AND 126.8 FEET SOUTHEAST OF EAST END OF CULVERT
 FX2709'UNDER DRIVE.
 FX2709'THE MARK IS 2 FT BELOW HIGHWAY.
 FX2709
 FX2709                          STATION RECOVERY (1997)
 FX2709
 FX2709'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4649 ***********************************************************************
 FA4649  DESIGNATION -  BRINKLEY
 FA4649  PID         -  FA4649
 FA4649  STATE/COUNTY-  NC/DAVIDSON
 FA4649  USGS QUAD   -  WELCOME (1987)
 FA4649
 FA4649                         *CURRENT SURVEY CONTROL
 FA4649  ___________________________________________________________________
 FA4649* NAD 83(2001)-  35 53 18.99625(N)    080 15 08.10031(W)     ADJUSTED  
 FA4649* NAVD 88     -       249.4    (meters)     818.     (feet)  VERTCON   
 FA4649  ___________________________________________________________________
 FA4649  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FA4649  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FA4649  HORZ ORDER  -  SECOND
 FA4649
 FA4649.The horizontal coordinates were established by classical geodetic methods
 FA4649.and adjusted by the National Geodetic Survey in August 2005.
 FA4649
 FA4649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4649
 FA4649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4649
 FA4649.The geoid height was determined by GEOID03.
 FA4649
 FA4649;                    North         East     Units Scale Factor Converg.
 FA4649;SPC NC       -   237,954.868   496,545.601   MT  0.99993425   -0 43 21.9
 FA4649;SPC NC       -   780,690.26  1,629,083.36   sFT  0.99993425   -0 43 21.9
 FA4649;UTM  17      - 3,971,851.963   567,488.172   MT  0.99965612   +0 26 18.1
 FA4649
 FA4649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4649!SPC NC       -   0.99996583  x   0.99993425  =   0.99990009
 FA4649!UTM  17      -   0.99996583  x   0.99965612  =   0.99962197
 FA4649
 FA4649|---------------------------------------------------------------------|
 FA4649| PID    Reference Object                     Distance      Geod. Az  |
 FA4649|                                                           dddmmss.s |
 FA4649| FA0128 D 97                                163.357 METERS 11838     |
 FA4649| FA4705 KOONTS                              463.202 METERS 1191703.2 |
 FA4649|---------------------------------------------------------------------|
 FA4649
 FA4649                          SUPERSEDED SURVEY CONTROL
 FA4649
 FA4649  NAD 83(1986)-  35 53 19.00435(N)    080 15 08.10834(W) AD(       ) 2
 FA4649  NGVD 29 (02/28/92)  249.6    (m)          819.     (f) VERT ANG    3  
 FA4649
 FA4649.Superseded values are not recommended for survey control.
 FA4649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4649.See file dsdata.txt to determine how the superseded data were derived.
 FA4649
 FA4649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6748871852(NAD 83)
 FA4649_MARKER: DE = TRAVERSE STATION DISK
 FA4649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4649_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4649+STABILITY: SURFACE MOTION
 FA4649
 FA4649  HISTORY     - Date     Condition        Report By
 FA4649  HISTORY     - 1982     MONUMENTED       NCGS
 FA4649
 FA4649                          STATION DESCRIPTION
 FA4649
 FA4649'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA4649'THE STATION IS LOCATED ABOUT 1.4 MI SOUTHEAST OF WELCOME AND 4.5 MI
 FA4649'NORTH OF LEXINGTON.
 FA4649'
 FA4649'ALONG US 52 AND NC 8 FOR 1.35 MI SOUTH FROM THE POST OFFICE (IN
 FA4649'WELCOME), OR 0.1 MI NORTH OF THE RAILROAD OVERPASS, IN THE NORTH
 FA4649'CORNER OF THE YARD OF THE 2-STORY BRICK BRINKLEY RESIDENCE.
 FA4649'
 FA4649'THE STATION IS A STANDARD NCGS DISK STAMPED---BRINKLEY 1982---, SET
 FA4649'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4649'RECESSED 1 INCH BELOW GROUND.  LOCATED 47.9 FT WEST-SOUTHWEST OF THE
 FA4649'CENTERLINE OF THE HIGHWAY, 31.7 FT EAST-SOUTHEAST OF THE CENTERLINE
 FA4649'OF THE DRIVE TO THE RESIDENCE, 185.9 FT NORTH OF THE NORTH CORNER OF
 FA4649'THE HOUSE, 73.0 FT EAST-NORTHEAST OF A POWER POLE (10-12) WITH A
 FA4649'REFERENCE TAG, AND 20.5 FT SOUTH OF A METAL REFLECTOR SIGN POST.
 FA4649'
 FA4649'REFERENCE POINT NO. 1 IS A DISK STAMPED---D 97 1934---, SET INTO THE
 FA4649'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER
 FA4649'THE HIGHWAY.  LOCATED 5.7 FT EAST-NORTHEAST OF THE EAST RAIL, AND
 FA4649'1.4 FT NORTH OF THE NORTH END OF THE STEEL BRIDGE RAIL.  MARK IS 1
 FA4649'FT BELOW TRACKS.
 FA4649'
 FA4649'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5258 ***********************************************************************
 FA5258  DESIGNATION -  BRINKLEY
 FA5258  PID         -  FA5258
 FA5258  STATE/COUNTY-  NC/BURKE
 FA5258  USGS QUAD   -  VALDESE (1993)
 FA5258
 FA5258                         *CURRENT SURVEY CONTROL
 FA5258  ___________________________________________________________________
 FA5258* NAD 83(2001)-  35 44 18.48863(N)    081 31 32.83704(W)     ADJUSTED  
 FA5258* NAVD 88     -       370.1    (meters)    1214.     (feet)  VERTCON   
 FA5258  ___________________________________________________________________
 FA5258  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FA5258  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 FA5258  HORZ ORDER  -  SECOND
 FA5258
 FA5258.The horizontal coordinates were established by classical geodetic methods
 FA5258.and adjusted by the National Geodetic Survey in August 2005.
 FA5258
 FA5258.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5258
 FA5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5258
 FA5258.The geoid height was determined by GEOID03.
 FA5258
 FA5258;                    North         East     Units Scale Factor Converg.
 FA5258;SPC NC       -   223,490.428   381,162.840   MT  0.99990858   -1 27 28.1
 FA5258;SPC NC       -   733,234.85  1,250,531.75   sFT  0.99990858   -1 27 28.1
 FA5258;UTM  17      - 3,955,068.903   452,455.788   MT  0.99962785   -0 18 25.6
 FA5258
 FA5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5258!SPC NC       -   0.99994697  x   0.99990858  =   0.99985555
 FA5258!UTM  17      -   0.99994697  x   0.99962785  =   0.99957484
 FA5258
 FA5258                          SUPERSEDED SURVEY CONTROL
 FA5258
 FA5258  NAD 83(1995)-  35 44 18.49491(N)    081 31 32.83674(W) AD(       ) 2
 FA5258  NAD 83(1986)-  35 44 18.49341(N)    081 31 32.83563(W) AD(       ) 2
 FA5258  NGVD 29 (02/04/93)  370.3    (m)         1215.     (f) VERT ANG    3  
 FA5258
 FA5258.Superseded values are not recommended for survey control.
 FA5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5258.See file dsdata.txt to determine how the superseded data were derived.
 FA5258
 FA5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5245655069(NAD 83)
 FA5258_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5258_SP_SET: CONCRETE POST
 FA5258_STAMPING: BRINKLEY 1987
 FA5258_MARK LOGO: NCGS  
 FA5258_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5258+STABILITY: SURFACE MOTION
 FA5258
 FA5258  HISTORY     - Date     Condition        Report By
 FA5258  HISTORY     - 1987     MONUMENTED       NCGS
 FA5258
 FA5258                          STATION DESCRIPTION
 FA5258
 FA5258'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA5258'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) EAST OF VALDESE, AND 14.5
 FA5258'KM (9.00 MI) EAST OF MORGANTON.
 FA5258'ALONG SR 1741 (RUTHERFORD COLLEGE ROAD), 0.2 KM (0.15 MI) SOUTH FROM
 FA5258'THE US 64-70 INTERSECTION (AT RUTHERFORD COLLEGE) TO SR 1750 AND
 FA5258'STATION AT POWER POLE.
 FA5258'THE STATION IS A STANDARD NCGS DISK STAMPED---BRINKLEY 1987---, SET
 FA5258'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FA5258'GROUND.  LOCATED 10.97 METERS (36.0 FT) EAST FROM THE CENTERLINE OF SR
 FA5258'1741, 7.62 METERS (25.0 FT) SOUTH FROM THE CENTERLINE OF SR 1750,
 FA5258'21.18 METERS (69.5 FT) SOUTH FROM A METAL RAILROAD CROSSING SIGNAL
 FA5258'POST, 33.04 METERS (108.4 FT) SOUTH FROM THE SOUTH RAIL OF RAILROAD,
 FA5258'AND 1.07 METERS (3.5 FT) EAST FROM THE POWER POLE WITH A REFERENCE
 FA5258'TAG.
 FA5258'MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5340 ***********************************************************************
 AI5340  DESIGNATION -  BRINKLEYVILLE WUNP TV MAST
 AI5340  PID         -  AI5340
 AI5340  STATE/COUNTY-  NC/HALIFAX
 AI5340  USGS QUAD   -  AURELIAN SPRINGS (1973)
 AI5340
 AI5340                         *CURRENT SURVEY CONTROL
 AI5340  ___________________________________________________________________
 AI5340* NAD 83(2001)-  36 17 29.16373(N)    077 50 09.44242(W)     ADJUSTED  
 AI5340* NAVD 88     -              **(meters)            **(feet)            
 AI5340  ___________________________________________________________________
 AI5340  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AI5340  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AI5340  HORZ ORDER  -  THIRD
 AI5340
 AI5340.The horizontal coordinates were established by classical geodetic methods
 AI5340.and adjusted by the National Geodetic Survey in August 2005.
 AI5340
 AI5340
 AI5340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5340
 AI5340.The geoid height was determined by GEOID03.
 AI5340
 AI5340;                    North         East     Units Scale Factor Converg.
 AI5340;SPC NC       -   282,551.709   714,169.673   MT  1.00003721   +0 40 18.7
 AI5340;SPC NC       -   927,005.07  2,343,071.67   sFT  1.00003721   +0 40 18.7
 AI5340;UTM  18      - 4,020,006.075   245,314.350   MT  1.00039928   -1 40 46.1
 AI5340
 AI5340                          SUPERSEDED SURVEY CONTROL
 AI5340
 AI5340  NAD 83(1986)-  36 17 29.16946(N)    077 50 09.45082(W) AD(       ) 4
 AI5340
 AI5340.Superseded values are not recommended for survey control.
 AI5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5340.See file dsdata.txt to determine how the superseded data were derived.
 AI5340
 AI5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4531420006(NAD 83)
 AI5340_MARKER: 44 = MICROWAVE MAST
 AI5340
 AI5340  HISTORY     - Date     Condition        Report By
 AI5340  HISTORY     - 1993     FIRST OBSERVED   NCGS
 AI5340
 AI5340                          STATION DESCRIPTION
 AI5340
 AI5340'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5340'STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) SOUTHWEST OF ROANOKE RAPIDS
 AI5340'AND 1.5 MI (2.4 KM) NORTHEAST OF BRINKLEYVILLE CROSSROADS (NC 48 AND
 AI5340'NC 561) AND ABOUT 1200 FEET (365.8 M) EAST OF NC 48. LANDMARK IS 1165
 AI5340'FEET (355.1 M) TALL STEEL TRIANGULAR MAST WITH STROBE LIGHTS AND
 AI5340'PAINTED GRAY.  POINT OBSERVED WAS CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8649 ***********************************************************************
 DF8649  DESIGNATION -  BRINN
 DF8649  PID         -  DF8649
 DF8649  STATE/COUNTY-  NC/PERQUIMANS
 DF8649  USGS QUAD   -  CENTER HILL (1982)
 DF8649
 DF8649                         *CURRENT SURVEY CONTROL
 DF8649  ___________________________________________________________________
 DF8649* NAD 83(2007)-  36 10 59.54626(N)    076 31 53.92896(W)     ADJUSTED  
 DF8649* NAVD 88     -         4.3    (meters)      14.     (feet)  GPS OBS   
 DF8649  ___________________________________________________________________
 DF8649  EPOCH DATE  -        2002.00
 DF8649  X           -   1,200,408.497 (meters)                     COMP
 DF8649  Y           -  -5,012,255.846 (meters)                     COMP
 DF8649  Z           -   3,744,599.787 (meters)                     COMP
 DF8649  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DF8649  ELLIP HEIGHT-         -32.369 (meters)          (02/10/07) ADJUSTED
 DF8649  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 DF8649
 DF8649  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8649  Type    PID    Designation                      North   East  Ellip
 DF8649  -------------------------------------------------------------------
 DF8649  NETWORK DF8649 BRINN                             0.59   0.55   1.04
 DF8649  -------------------------------------------------------------------
 DF8649
 DF8649.The horizontal coordinates were established by GPS observations
 DF8649.and adjusted by the National Geodetic Survey in February 2007.
 DF8649
 DF8649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8649.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8649.The horizontal coordinates are valid at the epoch date displayed above.
 DF8649.The epoch date for horizontal control is a decimal equivalence
 DF8649.of Year/Month/Day.
 DF8649
 DF8649.The orthometric height was determined by GPS observations and a
 DF8649.high-resolution geoid model.
 DF8649
 DF8649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8649
 DF8649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8649
 DF8649.The ellipsoidal height was determined by GPS observations
 DF8649.and is referenced to NAD 83.
 DF8649
 DF8649.The geoid height was determined by GEOID03.
 DF8649
 DF8649;                    North         East     Units Scale Factor Converg.
 DF8649;SPC NC       -   272,689.506   831,619.286   MT  1.00000466   +1 25 28.8
 DF8649;SPC NC       -   894,648.82  2,728,404.27   sFT  1.00000466   +1 25 28.8
 DF8649;UTM  18      - 4,005,356.093   362,271.286   MT  0.99983373   -0 54 15.8
 DF8649
 DF8649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8649!SPC NC       -   1.00000508  x   1.00000466  =   1.00000974
 DF8649!UTM  18      -   1.00000508  x   0.99983373  =   0.99983881
 DF8649
 DF8649                          SUPERSEDED SURVEY CONTROL
 DF8649
 DF8649  NAD 83(1986)-  36 10 59.56294(N)    076 31 53.94326(W) AD(       ) 1
 DF8649  NAD 83(2001)-  36 10 59.54678(N)    076 31 53.92867(W) AD(       ) 1
 DF8649  ELLIP H (10/17/03)  -32.370  (m)                       GP(       ) 5 1
 DF8649
 DF8649.Superseded values are not recommended for survey control.
 DF8649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8649.See file dsdata.txt to determine how the superseded data were derived.
 DF8649
 DF8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6227105356(NAD 83)
 DF8649_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8649_STAMPING: BRINN 1994
 DF8649_MARK LOGO: NCGS  
 DF8649_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8649+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8649
 DF8649  HISTORY     - Date     Condition        Report By
 DF8649  HISTORY     - 1994     MONUMENTED       NCGS
 DF8649  HISTORY     - 20050129 GOOD             USPSQD
 DF8649
 DF8649                          STATION DESCRIPTION
 DF8649
 DF8649'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8649'STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF EDENTON,
 DF8649'AND 3.6 MI (5.8 KM) WEST OF HERTFORD.
 DF8649'ALONG SR 1110 (CENTER HILL HIGHWAY) FOR 3.15 MI (5.07 KM) EAST FROM
 DF8649'THE CHOWAN/PERQUIMANS COUNTY LINE, IN THE NORTH SHOULDER ACROSS FROM A
 DF8649'BRICK HOUSE, OR 0.2 MI (0.3 KM) EAST OF THE WEST END OF SR 1105 (BRINN
 DF8649'FARM ROAD).
 DF8649'MARK IS ABOUT 1-FOOT LOWER THAN SR 1110 AND IS RECESSED 2 INCHES BELOW
 DF8649'THE GROUND. LOCATED 20.2 FT (6.2 M) NORTH-NORTHEAST OF THE CENTERLINE
 DF8649'OF SR 1110, 146.0 FT (44.5 M) EAST OF THE EAST END OF A CULVERT UNDER
 DF8649'CONCRETE DRIVEWAY TO THE HOUSE--AND 55.0 FT (16.8 M) NORTH-NORTHEAST
 DF8649'OF A POWER POLE, 74.4 FT (22.7 M) SOUTH-SOUTHEAST OF TELEPHONE POLE
 DF8649'(93)--BOTH WITH REFERENCE TAGS.
 DF8649
 DF8649                          STATION RECOVERY (2005)
 DF8649
 DF8649'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 DF8649'GPS N36.10.992  W76.31.898
 DF8649'DELETE REFERENCE TO TELEPHONE POLE FROM DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2034 ***********************************************************************
 EY2034  DESIGNATION -  BRINSON
 EY2034  PID         -  EY2034
 EY2034  STATE/COUNTY-  NC/CRAVEN
 EY2034  USGS QUAD   -  VANCEBORO (1983)
 EY2034
 EY2034                         *CURRENT SURVEY CONTROL
 EY2034  ___________________________________________________________________
 EY2034* NAD 83(2007)-  35 21 50.47589(N)    077 12 02.19600(W)     ADJUSTED  
 EY2034* NAVD 88     -        13.415  (meters)      44.01   (feet)  ADJUSTED  
 EY2034  ___________________________________________________________________
 EY2034  EPOCH DATE  -        2002.00
 EY2034  X           -   1,153,579.659 (meters)                     COMP
 EY2034  Y           -  -5,077,750.063 (meters)                     COMP
 EY2034  Z           -   3,670,861.860 (meters)                     COMP
 EY2034  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 EY2034  ELLIP HEIGHT-         -23.242 (meters)          (02/10/07) ADJUSTED
 EY2034  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 EY2034  DYNAMIC HT  -          13.403 (meters)      43.97  (feet)  COMP
 EY2034
 EY2034  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2034  Type    PID    Designation                      North   East  Ellip
 EY2034  -------------------------------------------------------------------
 EY2034  NETWORK EY2034 BRINSON                           0.61   0.53   1.61
 EY2034  -------------------------------------------------------------------
 EY2034  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 EY2034
 EY2034  VERT ORDER  -  SECOND    CLASS II
 EY2034
 EY2034.The horizontal coordinates were established by GPS observations
 EY2034.and adjusted by the National Geodetic Survey in February 2007.
 EY2034
 EY2034.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2034.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2034.The horizontal coordinates are valid at the epoch date displayed above.
 EY2034.The epoch date for horizontal control is a decimal equivalence
 EY2034.of Year/Month/Day.
 EY2034
 EY2034.The orthometric height was determined by differential leveling
 EY2034.and adjusted in June 1991.
 EY2034
 EY2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2034
 EY2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2034
 EY2034.The ellipsoidal height was determined by GPS observations
 EY2034.and is referenced to NAD 83.
 EY2034
 EY2034.The geoid height was determined by GEOID03.
 EY2034
 EY2034.The dynamic height is computed by dividing the NAVD 88
 EY2034.geopotential number by the normal gravity value computed on the
 EY2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2034.degrees latitude (g = 980.6199 gals.).
 EY2034
 EY2034.The modeled gravity was interpolated from observed gravity values.
 EY2034
 EY2034;                    North         East     Units Scale Factor Converg.
 EY2034;SPC NC       -   180,525.393   773,103.983   MT  0.99987450   +1 02 18.8
 EY2034;SPC NC       -   592,273.73  2,536,425.32   sFT  0.99987450   +1 02 18.8
 EY2034;UTM  18      - 3,915,635.653   300,067.703   MT  1.00009263   -1 16 26.6
 EY2034
 EY2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2034!SPC NC       -   1.00000365  x   0.99987450  =   0.99987815
 EY2034!UTM  18      -   1.00000365  x   1.00009263  =   1.00009628
 EY2034
 EY2034                          SUPERSEDED SURVEY CONTROL
 EY2034
 EY2034  NAD 83(2001)-  35 21 50.47633(N)    077 12 02.19521(W) AD(       ) 1
 EY2034  ELLIP H (03/13/03)  -23.235  (m)                       GP(       ) 4 2
 EY2034  NAD 83(1986)-  35 21 50.48665(N)    077 12 02.20450(W) AD(       ) 1
 EY2034  NAD 83(1986)-  35 21 50.48519(N)    077 12 02.20527(W) AD(       ) 2
 EY2034  NAVD 88 (06/06/02)   13.41   (m)           44.0    (f) LEVELING    3  
 EY2034  NGVD 29 (10/26/90)   13.75   (m)           45.1    (f) LEVELING    3  
 EY2034
 EY2034.Superseded values are not recommended for survey control.
 EY2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2034.See file dsdata.txt to determine how the superseded data were derived.
 EY2034
 EY2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0006815636(NAD 83)
 EY2034_MARKER: DE = TRAVERSE STATION DISK
 EY2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2034_SP_SET: CONCRETE POST
 EY2034_STAMPING: BRINSON 1979
 EY2034_MARK LOGO: NCGS  
 EY2034_PROJECTION: RECESSED 3 CENTIMETERS
 EY2034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2034+STABILITY: SURFACE MOTION
 EY2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2034+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 EY2034
 EY2034  HISTORY     - Date     Condition        Report By
 EY2034  HISTORY     - 1979     MONUMENTED       NCGS
 EY2034  HISTORY     - 1982     GOOD             NCGS
 EY2034  HISTORY     - 1986     GOOD             USPSQD
 EY2034  HISTORY     - 19860903 GOOD             USPSQD
 EY2034  HISTORY     - 19870420 GOOD             USPSQD
 EY2034  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 EY2034  HISTORY     - 20010529 GOOD             NCGS
 EY2034
 EY2034                          STATION DESCRIPTION
 EY2034
 EY2034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2034'THE STATION IS LOCATED ALONG NC 43 APPROXIMATELY 4.0 MILES SOUTHWEST
 EY2034'OF WILMAR AND 5.1 MILES NORTH-NORTHWEST OF VANCEBORO.
 EY2034'
 EY2034'TO REACH STATION FROM THE PITT-CRAVEN COUNTY LINE AT CLAYROOT SWAMP,
 EY2034'PROCEED SOUTHEAST ALONG NC 43 FOR 2.6 MILES TO STATION IN THE RIGHT
 EY2034'SHOULDER NEAR THE SOUTHEAST CORNER OF THE YARD OF BRINSON MOORES
 EY2034'BRICK HOUSE AND 0.2 MILE SOUTHEAST OF THE NORTHWEST END OF
 EY2034'SR 1477 (LOOP ROAD).
 EY2034'
 EY2034'STATION MARK IS A STANDARD DISK STAMPED---BRINSON 1979---SET IN TOP
 EY2034'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY2034'THE MARK IS 18.3 FEET SOUTHWEST OF CENTERLINE OF NC 43, 16.8 FEET
 EY2034'SOUTHEAST OF SOUTHEAST END OF CULVERT, 43.2 FEET SOUTHWEST OF METAL
 EY2034'MAILBOX POST, 87.7 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF HOUSE
 EY2034'AND 28.3 FEET NORTH OF SOUTHEAST PROPERTY CORNER IRON.
 EY2034
 EY2034                          STATION RECOVERY (1982)
 EY2034
 EY2034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2034'5.1 MI NNW FROM VANCEBORO.
 EY2034'FROM THE PITT-CRAVEN COUNTY LINE AT CLAYROOT SWAMP, PROCEED SOUTHEAST
 EY2034'ALONG NC 43 FOR 2.6 MILES TO STATION IN THE RIGHT SHOULDER, NEAR THE
 EY2034'SOUTHEAST CORNER OF THE YARD OF BRINSON MOORES BRICK HOUSE, 0.2 MILE
 EY2034'SOUTHEAST OF THE NORTHWEST END OF SR 1477 (A LOOP ROAD), 18.3 FEET
 EY2034'SOUTHWEST OF CENTERLINE OF NC 43, 17.2 FEET SOUTHEAST OF SOUTHEAST END
 EY2034'OF CULVERT, 43.2 FEET SOUTHWEST OF METAL MAILBOX POST, 87.7 FEET
 EY2034'EAST-NORTHEAST OF SOUTHEAST CORNER OF HOUSE, AND 28.3 FEET NORTH OF
 EY2034'SOUTHEAST PROPERTY CORNER IRON.
 EY2034
 EY2034                          STATION RECOVERY (1986)
 EY2034
 EY2034'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY2034'RECOVERED IN GOOD CONDITION.
 EY2034
 EY2034                          STATION RECOVERY (1986)
 EY2034
 EY2034'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EY2034'RECOVERED IN GOOD CONDITION.
 EY2034
 EY2034                          STATION RECOVERY (1987)
 EY2034
 EY2034'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY2034'RECOVERED IN GOOD CONDITION.
 EY2034
 EY2034                          STATION RECOVERY (1991)
 EY2034
 EY2034'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY2034'MARK NOT FOUND.
 EY2034
 EY2034                          STATION RECOVERY (2001)
 EY2034
 EY2034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY2034'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EY2034'ADDITIONS.
 EY2034'STATION IS 0.15 MI (0.24 KM) SOUTHEAST OF THE NORTHWEST END OF SR 1477
 EY2034'(POWELL RD).
 EY2034'LOCATED 18.6 FT (5.7 M) SOUTHWEST OF CENTERLINE OF NC 43, 17.1 FT (5.2
 EY2034'M) SOUTHEAST OF THE SOUTHEAST END OF CULVERT, 25.7 FT (7.8 M) NORTH OF
 EY2034'THE NORTH END OF A DRIVE CULVERT AND 28.1 FT (8.6 M) NORTH OF A POWER
 EY2034'POLE (RTG31).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1583 ***********************************************************************
 FA1583  DESIGNATION -  BRINSON
 FA1583  PID         -  FA1583
 FA1583  STATE/COUNTY-  NC/DAVIDSON
 FA1583  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1583
 FA1583                         *CURRENT SURVEY CONTROL
 FA1583  ___________________________________________________________________
 FA1583* NAD 83(2001)-  35 55 29.20283(N)    080 02 48.10071(W)     ADJUSTED  
 FA1583* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 FA1583  ___________________________________________________________________
 FA1583  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 FA1583  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FA1583  HORZ ORDER  -  SECOND
 FA1583
 FA1583.The horizontal coordinates were established by classical geodetic methods
 FA1583.and adjusted by the National Geodetic Survey in August 2005.
 FA1583
 FA1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1583
 FA1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1583
 FA1583.The geoid height was determined by GEOID03.
 FA1583
 FA1583;                    North         East     Units Scale Factor Converg.
 FA1583;SPC NC       -   241,752.665   515,145.109   MT  0.99994146   -0 36 14.8
 FA1583;SPC NC       -   793,150.20  1,690,105.25   sFT  0.99994146   -0 36 14.8
 FA1583;UTM  17      - 3,976,025.150   586,001.913   MT  0.99969114   +0 33 33.7
 FA1583
 FA1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1583!SPC NC       -   0.99996475  x   0.99994146  =   0.99990621
 FA1583!UTM  17      -   0.99996475  x   0.99969114  =   0.99965590
 FA1583
 FA1583|---------------------------------------------------------------------|
 FA1583| PID    Reference Object                     Distance      Geod. Az  |
 FA1583|                                                           dddmmss.s |
 FA1583| FA1661 TANK                                384.466 METERS 19208     |
 FA1583|---------------------------------------------------------------------|
 FA1583
 FA1583                          SUPERSEDED SURVEY CONTROL
 FA1583
 FA1583  NAD 83(1986)-  35 55 29.20947(N)    080 02 48.10976(W) AD(       ) 2
 FA1583  NAD 27      -  35 55 28.71135(N)    080 02 48.96677(W) AD(       ) 2
 FA1583  NGVD 29 (07/19/86)  256.0    (m)          840.     (f) VERT ANG    3  
 FA1583
 FA1583.Superseded values are not recommended for survey control.
 FA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1583.See file dsdata.txt to determine how the superseded data were derived.
 FA1583
 FA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8600276025(NAD 83)
 FA1583_MARKER: DE = TRAVERSE STATION DISK
 FA1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1583_STAMPING: BRINSON 1961
 FA1583_MARK LOGO: NCGS  
 FA1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1583+STABILITY: SURFACE MOTION
 FA1583
 FA1583  HISTORY     - Date     Condition        Report By
 FA1583  HISTORY     - 1961     MONUMENTED       NCGS
 FA1583
 FA1583                          STATION DESCRIPTION
 FA1583
 FA1583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1583'BRINSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA1583'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1583'
 FA1583'STATION IS 3.2 MILES SW OF THE CENTER OF HIGH POINT, 2100 FT
 FA1583'S OF OLD U.S. 27 AND 70 AND ON E SHOULDER OF ROAD ON COUNTY
 FA1583'LINE BETWEEN DAVIDSON AND GUILFORD COUNTIES.
 FA1583'
 FA1583'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1583'BRINSON 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA1583'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1583'
 FA1583'MARK IS
 FA1583'
 FA1583'9.50 FT E OF C/L OF ROAD
 FA1583'
 FA1583'17.0 FT SW OF 3 NAILS IN TELEPHONE POLE NO. 16
 FA1583'
 FA1583'55.10 FT SE OF 3 NAILS IN 12 INCH OAK
 FA1583'
 FA1583'92.10 FT SE OF SE CORNER OF 1 STORY RESIDENCE
 FA1583'
 FA1583'40.60 FT E OF 3 NAILS IN 14 INCH OAK
 FA1583'
 FA1583'51.60 FT NE OF 3 NAILS IN 24 INCH OAK
 FA1583'
 FA1583'199.2 FT N OF E GATE POST
 FA1583'
 FA1583'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3818 ***********************************************************************
 FB3818  DESIGNATION -  BRISCOE
 FB3818  PID         -  FB3818
 FB3818  STATE/COUNTY-  NC/MADISON
 FB3818  USGS QUAD   -  MARS HILL (1990)
 FB3818
 FB3818                         *CURRENT SURVEY CONTROL
 FB3818  ___________________________________________________________________
 FB3818* NAD 83(2001)-  35 48 10.82102(N)    082 32 28.43401(W)     ADJUSTED  
 FB3818* NAVD 88     -       684.4    (meters)    2245.     (feet)  VERTCON   
 FB3818  ___________________________________________________________________
 FB3818  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 FB3818  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 FB3818  HORZ ORDER  -  SECOND
 FB3818
 FB3818.The horizontal coordinates were established by classical geodetic methods
 FB3818.and adjusted by the National Geodetic Survey in August 2005.
 FB3818
 FB3818.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3818
 FB3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3818
 FB3818.The geoid height was determined by GEOID03.
 FB3818
 FB3818;                    North         East     Units Scale Factor Converg.
 FB3818;SPC NC       -   233,452.202   289,612.400   MT  0.99991877   -2 02 38.0
 FB3818;SPC NC       -   765,917.77    950,170.02   sFT  0.99991877   -2 02 38.0
 FB3818;UTM  17      - 3,963,195.131   360,742.464   MT  0.99983897   -0 54 06.4
 FB3818
 FB3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3818!SPC NC       -   0.99989731  x   0.99991877  =   0.99981609
 FB3818!UTM  17      -   0.99989731  x   0.99983897  =   0.99973630
 FB3818
 FB3818                          SUPERSEDED SURVEY CONTROL
 FB3818
 FB3818  NAD 83(1995)-  35 48 10.82147(N)    082 32 28.43390(W) AD(       ) 2
 FB3818  NAD 83(1986)-  35 48 10.83251(N)    082 32 28.43291(W) AD(       ) 2
 FB3818  NGVD 29 (02/22/93)  684.5    (m)         2246.     (f) VERT ANG    3  
 FB3818
 FB3818.Superseded values are not recommended for survey control.
 FB3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3818.See file dsdata.txt to determine how the superseded data were derived.
 FB3818
 FB3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6074263195(NAD 83)
 FB3818_MARKER: DE = TRAVERSE STATION DISK
 FB3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3818_SP_SET: CONCRETE POST
 FB3818_STAMPING: BRISCOE 1982
 FB3818_MARK LOGO: NCGS  
 FB3818_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3818+STABILITY: SURFACE MOTION
 FB3818
 FB3818  HISTORY     - Date     Condition        Report By
 FB3818  HISTORY     - 1982     MONUMENTED       NCGS
 FB3818
 FB3818                          STATION DESCRIPTION
 FB3818
 FB3818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3818'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF MARS HILL AND
 FB3818'11.6 KM (7.2 MI) NORTH OF WEAVERVILLE (BUNCOMBE COUNTY).
 FB3818'PROCEED ALONG SR 1609 FOR 1.6 KM (1.0 MI) SOUTH FROM THE INTERSECTION
 FB3818'WITH NC 213 (IN MARS HILL), TO SR 1559 ON THE RIGHT, THENCE SOUTH
 FB3818'ALONG SR 1559 FOR 0.2 KM (0.15 MI) TO SR 1557 ON THE LEFT.  THENCE
 FB3818'SOUTHEAST ALONG SR 1557 FOR 0.2 KM (0.15 MI) TO SR 1555 ON THE LEFT,
 FB3818'THENCE SOUTH ALONG SR 1555 FOR 0.4 KM (0.25 MI) TO THE END OF STATE
 FB3818'MAINTENANCE.  CONTINUE SOUTH ALONG THE DIRT ROAD FOR 0.3 KM (0.2 MI)
 FB3818'TO THE END AND THE STATION AT THE BRISCOE RESIDENCE.
 FB3818'THE STATION IS A STANDARD NCGS DISK STAMPED---BRISCOE 1982---, SET
 FB3818'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3818'GROUND.  LOCATED 4.1 METERS (13.5 FT) WEST OF THE CENTERLINE OF A
 FB3818'GRAVEL DRIVE, 7.2 METERS (23.7 FT) EAST-NORTHEAST OF THE NORTHEAST
 FB3818'CORNER OF THE HOUSE, 6.9 METERS (22.6 FT) NORTHWEST OF A 5-INCH MAPLE,
 FB3818'1.9 METERS (6.2 FT) NORTHWEST OF THE CENTER OF THE SIDEWALK AT THE
 FB3818'NORTH END, 5.4 METERS (17.7 FT) SOUTH OF THE SOUTH END OF A BOXWOOD
 FB3818'HEDGE, AND 17.7 METERS (58.2 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH
 FB3818'A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0833 ***********************************************************************
 EB0833  DESIGNATION -  BRISSON
 EB0833  PID         -  EB0833
 EB0833  STATE/COUNTY-  NC/BLADEN
 EB0833  USGS QUAD   -  BLADENBORO (1986)
 EB0833
 EB0833                         *CURRENT SURVEY CONTROL
 EB0833  ___________________________________________________________________
 EB0833* NAD 83(2001)-  34 34 14.69026(N)    078 46 48.72425(W)     ADJUSTED  
 EB0833* NAVD 88     -        41.755  (meters)     136.99   (feet)  ADJUSTED  
 EB0833  ___________________________________________________________________
 EB0833  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EB0833  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 EB0833  DYNAMIC HT  -          41.714 (meters)     136.86  (feet)  COMP
 EB0833  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 EB0833
 EB0833  HORZ ORDER  -  SECOND
 EB0833  VERT ORDER  -  SECOND    CLASS II
 EB0833
 EB0833.The horizontal coordinates were established by classical geodetic methods
 EB0833.and adjusted by the National Geodetic Survey in August 2005.
 EB0833
 EB0833.The orthometric height was determined by differential leveling
 EB0833.and adjusted in June 1991.
 EB0833
 EB0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0833
 EB0833.The geoid height was determined by GEOID03.
 EB0833
 EB0833.The dynamic height is computed by dividing the NAVD 88
 EB0833.geopotential number by the normal gravity value computed on the
 EB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0833.degrees latitude (g = 980.6199 gals.).
 EB0833
 EB0833.The modeled gravity was interpolated from observed gravity values.
 EB0833
 EB0833;                    North         East     Units Scale Factor Converg.
 EB0833;SPC NC       -    91,069.496   629,769.299   MT  0.99994271   +0 07 36.7
 EB0833;SPC NC       -   298,783.84  2,066,168.11   sFT  0.99994271   +0 07 36.7
 EB0833;UTM  17      - 3,827,681.186   703,630.718   MT  1.00011112   +1 15 36.0
 EB0833
 EB0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0833!SPC NC       -   0.99999885  x   0.99994271  =   0.99994156
 EB0833!UTM  17      -   0.99999885  x   1.00011112  =   1.00010997
 EB0833
 EB0833:                Primary Azimuth Mark                     Grid Az
 EB0833:SPC NC       -  JIMMY                                    043 20 56.0
 EB0833:UTM  17      -  JIMMY                                    042 12 56.7
 EB0833
 EB0833|---------------------------------------------------------------------|
 EB0833| PID    Reference Object                     Distance      Geod. Az  |
 EB0833|                                                           dddmmss.s |
 EB0833| EB0832 JIMMY                               APPROX. 1.3 KM 0432832.7 |
 EB0833|---------------------------------------------------------------------|
 EB0833
 EB0833                          SUPERSEDED SURVEY CONTROL
 EB0833
 EB0833  NAD 83(1986)-  34 34 14.69896(N)    078 46 48.73357(W) AD(       ) 2
 EB0833  NAD 27      -  34 34 14.08715(N)    078 46 49.65600(W) AD(       ) 2
 EB0833  NGVD 29 (??/??/92)   42.060  (m)          137.99   (f) ADJ UNCH    2 2
 EB0833
 EB0833.Superseded values are not recommended for survey control.
 EB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0833.See file dsdata.txt to determine how the superseded data were derived.
 EB0833
 EB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0363127681(NAD 83)
 EB0833_MARKER: DE = TRAVERSE STATION DISK
 EB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0833_STAMPING: BRISSON 1973
 EB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0833+STABILITY: SURFACE MOTION
 EB0833
 EB0833  HISTORY     - Date     Condition        Report By
 EB0833  HISTORY     - 1973     MONUMENTED       NCGS
 EB0833  HISTORY     - 1974     GOOD             NCGS
 EB0833  HISTORY     - 19920419 POOR             USPSQD
 EB0833
 EB0833                          STATION DESCRIPTION
 EB0833
 EB0833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0833'BRISSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB0833'THE VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB0833'
 EB0833'BRISSON IS LOCATED APPROXIMATELY 2.3 MILES NORTH OF BLADENBORO, AND
 EB0833'6.7 MILES SSW OF DUBLIN.  TO REACH STATION FROM INTERSECTION OF NC
 EB0833'410 AND 131 WITH NC 211 NORTH OF BLADENBORO.  PROCEED NORTH ALONG NC
 EB0833'410 AND 131 FOR 1.3 MILES TO SR 1122 AND STATION APPROXIMATELY 350
 EB0833'FEET NORTH OF INTERSECTION ON RIGHT SIDE OF SR 1122, AND NEAR NW
 EB0833'CORNER OF OLD STORE BUILDING ACROSS FROM BRISSON RESIDENCE.
 EB0833'
 EB0833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRISSON
 EB0833'1973, SET IN THE TOP OF A CONCRETE CYLINDER, 3 INCHES ABOVE THE
 EB0833'GROUND.
 EB0833'
 EB0833'MARK IS
 EB0833'
 EB0833'24.2 FEET ESE OF C/L OF SR 1122.
 EB0833'23.8 FEET W OF NW CORNER OF STORE.
 EB0833'2.3 FEET W OF PP NO. 39017 W/ALUMINUM REF. TAG.
 EB0833'28.5 FEET WSW OF 16 INCH PINE W/ALUMINUM REF. TAG.
 EB0833'50.3 FEET SSW OF TELEPHONE SERVICE BOX.
 EB0833
 EB0833                          STATION RECOVERY (1974)
 EB0833
 EB0833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0833'2.3 MI N FROM BLADENBORO.
 EB0833'BRISSON IS LOCATED APPROXIMATELY 10.7 MILES WSW OF ELIZABETHTOWN.
 EB0833'TO REACH STATION FROM INTERSECTION OF NC 410 AND 131 WITH NC 211
 EB0833'NORTH OF BLADENBORO, PROCEED NORTH ALONG NC 410 AND 131 FOR
 EB0833'1.3 MILES TO SR 1122 AND STATION APPROXIMATELY 350 FEET NORTH OF
 EB0833'INTERSECTION ON RIGHT SIDE OF SR 1122, AND NEAR NW CORNER OF
 EB0833'OLD STORE BUILDING ACROSS FROM BRISSON RESIDENCE, 24.2 FT ESE OF
 EB0833'C/L OF SR 1122, 23.8 FT WEST OF NW CORNER OF STORE, 2.3 FT WEST
 EB0833'OF PP 39017, 28.5 FT WSW OF 16 IN PINE WITH ALUMINUM REF. TAG, AND
 EB0833'50.3 FT SSW OF TELEPHONE SERVICE BOX.  DISK IS SET IN TOP OF
 EB0833'CONCRETE CYLINDER, 3 INCHES ABOVE THE GROUND.
 EB0833
 EB0833                          STATION RECOVERY (1992)
 EB0833
 EB0833'RECOVERY NOTE BY US POWER SQUADRON 1992 (HCP)
 EB0833'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8284 ***********************************************************************
 AH8284  DESIGNATION -  BRISTOL
 AH8284  PID         -  AH8284
 AH8284  STATE/COUNTY-  NC/CHEROKEE
 AH8284  USGS QUAD   -  ANDREWS (1990)
 AH8284
 AH8284                         *CURRENT SURVEY CONTROL
 AH8284  ___________________________________________________________________
 AH8284* NAD 83(2001)-  35 11 56.99351(N)    083 49 20.05930(W)     ADJUSTED  
 AH8284* NAVD 88     -       556.6    (meters)    1826.     (feet)  VERTCON   
 AH8284  ___________________________________________________________________
 AH8284  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AH8284  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AH8284  HORZ ORDER  -  SECOND
 AH8284
 AH8284.The horizontal coordinates were established by classical geodetic methods
 AH8284.and adjusted by the National Geodetic Survey in August 2005.
 AH8284
 AH8284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8284
 AH8284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8284
 AH8284.The geoid height was determined by GEOID03.
 AH8284
 AH8284;                    North         East     Units Scale Factor Converg.
 AH8284;SPC NC       -   171,418.420   170,685.619   MT  0.99987301   -2 46 59.7
 AH8284;SPC NC       -   562,395.27    559,991.07   sFT  0.99987301   -2 46 59.7
 AH8284;UTM  17      - 3,898,779.485   243,056.475   MT  1.00041371   -1 37 39.7
 AH8284
 AH8284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8284!SPC NC       -   0.99991709  x   0.99987301  =   0.99979011
 AH8284!UTM  17      -   0.99991709  x   1.00041371  =   1.00033077
 AH8284
 AH8284                          SUPERSEDED SURVEY CONTROL
 AH8284
 AH8284  NAD 83(1986)-  35 11 57.00283(N)    083 49 20.06799(W) AD(       ) 2
 AH8284  NGVD 29 (07/29/98)  556.6    (m)         1826.     (f) VERT ANG    3  
 AH8284
 AH8284.Superseded values are not recommended for survey control.
 AH8284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8284.See file dsdata.txt to determine how the superseded data were derived.
 AH8284
 AH8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4305698779(NAD 83)
 AH8284_MARKER: DE = TRAVERSE STATION DISK
 AH8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8284_STAMPING: BRISTOL 1987
 AH8284_MARK LOGO: NCGS  
 AH8284_PROJECTION: FLUSH
 AH8284_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8284+STABILITY: SURFACE MOTION
 AH8284
 AH8284  HISTORY     - Date     Condition        Report By
 AH8284  HISTORY     - 1987     MONUMENTED       NCGS
 AH8284
 AH8284                          STATION DESCRIPTION
 AH8284
 AH8284'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 AH8284'STATION IS LOCATED IN ANDREWS. ALONG CHERRY STREET FOR 0.3 KM (0.20
 AH8284'MI) SOUTHEAST FROM US 19-129 BUSINESS (SECOND STREET) IN ANDREWS, ON
 AH8284'LEFT IN EAST SHOULDER BETWEEN SIDEWALK AND STREET AT CONCRETE STEPS TO
 AH8284'HOUSE. STATION IS A STANDARD NCGS DISK STAMPED---BRISTOL 1987---, SET
 AH8284'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 AH8284'GROUND.  LOCATED 4.72 M (15.5 FT) EAST FROM THE CENTERLINE OF CHERRY
 AH8284'STREET, 26.00 M (85.3 FT) NORTH FROM A POWER POLE WITH TRANSFORMER AND
 AH8284'REFERENCE TAG, 9.72 M (31.9 FT) NORTH FROM A CENTER OF IRON WATER
 AH8284'METER COVER, 3.05 M (10.0 FT) WEST FROM A CONCRETE STEP, 31.39 M
 AH8284'(103.0 FT) SOUTH-SOUTHEAST FROM THE INTERSECTION OF CHERRY AND AQUONE
 AH8284'STREET, AND 5.49 M (18.0 FT) SOUTHWEST FROM A 18-INCH MAPLE. STATION
 AH8284'IS LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2647 ***********************************************************************
 FZ2647  DESIGNATION -  BRISTOW
 FZ2647  PID         -  FZ2647
 FZ2647  STATE/COUNTY-  NC/YADKIN
 FZ2647  USGS QUAD   -  ELKIN SOUTH (1971)
 FZ2647
 FZ2647                         *CURRENT SURVEY CONTROL
 FZ2647  ___________________________________________________________________
 FZ2647* NAD 83(2001)-  36 12 11.22612(N)    080 50 12.35570(W)     ADJUSTED  
 FZ2647* NAVD 88     -       340.7    (meters)    1118.     (feet)  VERTCON   
 FZ2647  ___________________________________________________________________
 FZ2647  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FZ2647  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 FZ2647  HORZ ORDER  -  SECOND
 FZ2647
 FZ2647.The horizontal coordinates were established by classical geodetic methods
 FZ2647.and adjusted by the National Geodetic Survey in August 2005.
 FZ2647
 FZ2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2647
 FZ2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2647
 FZ2647.The geoid height was determined by GEOID03.
 FZ2647
 FZ2647;                    North         East     Units Scale Factor Converg.
 FZ2647;SPC NC       -   273,666.670   444,425.104   MT  1.00001038   -1 03 36.5
 FZ2647;SPC NC       -   897,854.73  1,458,084.70   sFT  1.00001038   -1 03 36.5
 FZ2647;UTM  17      - 4,006,489.978   514,674.127   MT  0.99960265   +0 05 47.1
 FZ2647
 FZ2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2647!SPC NC       -   0.99995177  x   1.00001038  =   0.99996215
 FZ2647!UTM  17      -   0.99995177  x   0.99960265  =   0.99955444
 FZ2647
 FZ2647:                Primary Azimuth Mark                     Grid Az
 FZ2647:SPC NC       -  ARLINGTON WATER TANK                     014 01 18.0
 FZ2647:UTM  17      -  ARLINGTON WATER TANK                     012 51 54.4
 FZ2647
 FZ2647|---------------------------------------------------------------------|
 FZ2647| PID    Reference Object                     Distance      Geod. Az  |
 FZ2647|                                                           dddmmss.s |
 FZ2647| FZ2636 ARLINGTON WATER TANK                APPROX. 2.0 KM 0125741.5 |
 FZ2647|---------------------------------------------------------------------|
 FZ2647
 FZ2647                          SUPERSEDED SURVEY CONTROL
 FZ2647
 FZ2647  NAD 83(1993)-  36 12 11.23170(N)    080 50 12.36408(W) AD(       ) 2
 FZ2647  NAD 83(1986)-  36 12 11.23610(N)    080 50 12.36197(W) AD(       ) 2
 FZ2647  NGVD 29 (06/26/91)  340.9    (m)         1118.     (f) VERT ANG    3  
 FZ2647
 FZ2647.Superseded values are not recommended for survey control.
 FZ2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2647.See file dsdata.txt to determine how the superseded data were derived.
 FZ2647
 FZ2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1467406490(NAD 83)
 FZ2647_MARKER: DE = TRAVERSE STATION DISK
 FZ2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2647_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2647+STABILITY: SURFACE MOTION
 FZ2647
 FZ2647  HISTORY     - Date     Condition        Report By
 FZ2647  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2647
 FZ2647                          STATION DESCRIPTION
 FZ2647
 FZ2647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2647'THE STATION IS LOCATED ABOUT 1.0 MI SOUTH-SOUTHWEST OF ARLINGTON AND
 FZ2647'2.2 MI SOUTH OF JONESVILLE.
 FZ2647'
 FZ2647'TO REACH THE STATION FROM THE I 77 UNDERPASS, PROCEED NORTHWEST
 FZ2647'ALONG US 21 FOR 1.0 MI TO SR 1313 ON THE LEFT, THENCE WEST ALONG SR
 FZ2647'1313 FOR 0.7 MI TO THE DRIVE OF SJ BRISTOW (0.5 MI EAST OF SR 1312).
 FZ2647'
 FZ2647'THE STATION IS A STANDARD NCGS DISK
 FZ2647'STAMPED---BRISTOW 1984---,
 FZ2647'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2647'10 INCHES IN DIAMETER RECESSED 2 INCHES BELOW GROUND.  LOCATED
 FZ2647'45.7 FEET SOUTH OF THE CENTERLINE OF SR 1302,
 FZ2647'50.5 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVE,
 FZ2647'15.9 FEET SOUTH OF A PROPERTY IRON,
 FZ2647'46.4 FEET SOUTHEAST OF THE EAST END OF AN 18 INCH CONCRETE
 FZ2647'CULVERT--AND
 FZ2647'15.9 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND
 FZ2647'209.3 FEET NORTH OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FZ2647'
 FZ2647'MARK IS 8 FT ABOVE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0267 ***********************************************************************
 EZ0267  DESIGNATION -  BRITT
 EZ0267  PID         -  EZ0267
 EZ0267  STATE/COUNTY-  NC/SAMPSON
 EZ0267  USGS QUAD   -  CLINTON NORTH (1986)
 EZ0267
 EZ0267                         *CURRENT SURVEY CONTROL
 EZ0267  ___________________________________________________________________
 EZ0267* NAD 83(2001)-  35 04 45.79897(N)    078 19 32.48204(W)     ADJUSTED  
 EZ0267* NAVD 88     -        52.680  (meters)     172.83   (feet)  ADJUSTED  
 EZ0267  ___________________________________________________________________
 EZ0267  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EZ0267  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EZ0267  DYNAMIC HT  -          52.633 (meters)     172.68  (feet)  COMP
 EZ0267  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 EZ0267
 EZ0267  HORZ ORDER  -  SECOND
 EZ0267  VERT ORDER  -  SECOND    CLASS II
 EZ0267
 EZ0267.The horizontal coordinates were established by classical geodetic methods
 EZ0267.and adjusted by the National Geodetic Survey in August 2005.
 EZ0267
 EZ0267.The orthometric height was determined by differential leveling
 EZ0267.and adjusted in June 1991.
 EZ0267
 EZ0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0267
 EZ0267.The geoid height was determined by GEOID03.
 EZ0267
 EZ0267.The dynamic height is computed by dividing the NAVD 88
 EZ0267.geopotential number by the normal gravity value computed on the
 EZ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0267.degrees latitude (g = 980.6199 gals.).
 EZ0267
 EZ0267.The modeled gravity was interpolated from observed gravity values.
 EZ0267
 EZ0267;                    North         East     Units Scale Factor Converg.
 EZ0267;SPC NC       -   147,677.889   671,090.251   MT  0.99987709   +0 23 21.1
 EZ0267;SPC NC       -   484,506.54  2,201,735.27   sFT  0.99987709   +0 23 21.1
 EZ0267;UTM  17      - 3,885,118.775   743,829.627   MT  1.00033278   +1 32 15.8
 EZ0267
 EZ0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0267!SPC NC       -   0.99999714  x   0.99987709  =   0.99987423
 EZ0267!UTM  17      -   0.99999714  x   1.00033278  =   1.00032992
 EZ0267
 EZ0267:                Primary Azimuth Mark                     Grid Az
 EZ0267:SPC NC       -  ROYAL                                    021 45 41.2
 EZ0267:UTM  17      -  ROYAL                                    020 36 46.5
 EZ0267
 EZ0267|---------------------------------------------------------------------|
 EZ0267| PID    Reference Object                     Distance      Geod. Az  |
 EZ0267|                                                           dddmmss.s |
 EZ0267| EZ0266 ROYAL                               APPROX. 0.6 KM 0220902.3 |
 EZ0267|---------------------------------------------------------------------|
 EZ0267
 EZ0267                          SUPERSEDED SURVEY CONTROL
 EZ0267
 EZ0267  NAD 83(1986)-  35 04 45.81021(N)    078 19 32.48949(W) AD(       ) 2
 EZ0267  NAD 27      -  35 04 45.21281(N)    078 19 33.49623(W) AD(       ) 2
 EZ0267  NGVD 29 (??/??/92)   52.973  (m)          173.80   (f) ADJ UNCH    2 2
 EZ0267
 EZ0267.Superseded values are not recommended for survey control.
 EZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0267.See file dsdata.txt to determine how the superseded data were derived.
 EZ0267
 EZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4383085119(NAD 83)
 EZ0267_MARKER: DE = TRAVERSE STATION DISK
 EZ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0267_STAMPING: BRITT 1973
 EZ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0267+STABILITY: SURFACE MOTION
 EZ0267
 EZ0267  HISTORY     - Date     Condition        Report By
 EZ0267  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0267  HISTORY     - 1973     GOOD             NCGS
 EZ0267
 EZ0267                          STATION DESCRIPTION
 EZ0267
 EZ0267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0267'BRITT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0267'VICINITY OF CLINTON, NORTH CAROLINA.
 EZ0267'
 EZ0267'BRITT IS LOCATED APPROXIMATELY 5.7 MILES NORTH OF CLINTON, AND 11.5
 EZ0267'MILES SOUTH OF NEWTON GROVE.  TO REACH STATION FROM THE INTERSECTION
 EZ0267'OF US 701 BYPASS AND BUSINESS NORTH OF CLINTON, PROCEED NORTH ALONG
 EZ0267'US 701 FOR 2.75 MILES TO SR 1829 LEADING WEST AND STATION IN THE
 EZ0267'SW QUADRANT OF INTERSECTION BY PP IN FIELD.
 EZ0267'
 EZ0267'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED BRITT
 EZ0267'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0267'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0267'
 EZ0267'MARK IS
 EZ0267'40.0 FEET WNW OF C/L OF US 701.
 EZ0267'37.0 FEET SSW OF C/L OF SR 1829.
 EZ0267'02.9 FEET NE OF PP NO. 7484 W/TRANSFORMER AND W/ALUMINUM REF. TAG.
 EZ0267'07.4 FEET SSW OF R/W MARKER.
 EZ0267'21.4 FEET SSW OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 EZ0267'88.2 FEET NW OF TELEPHONE PEDESTAL ON EAST SIDE OF US 701.
 EZ0267
 EZ0267                          STATION RECOVERY (1973)
 EZ0267
 EZ0267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0267'5.7 MI N FROM CLINTON.
 EZ0267'TO REACH STATION FROM THE INTERSECTION OF U.S. 701 BYPASS AND
 EZ0267'BUSINESS NORTH OF CLINTON, PROCEED NORTH ALONG U.S. 701 FOR 2.75
 EZ0267'MILES TO SR 1829 LEADING WEST AND STATION IN THE SW QUADRANT OF
 EZ0267'INTERSECTION BY PP IN FIELD, 40.0 FT WNW OF C/L OF U.S. 701,
 EZ0267'37.0 FT SSW OF C/L OF SR 1829, 02.9 FT NE OF PP 7484 WITH
 EZ0267'TRANSFORMER AND W/ALUMINUM REF. TAG, 07.4 FT SSW OF R/W MARKER,
 EZ0267'21.4 FT SSW OF STOP SIGN POST WITH ALUMINUM REF. TAG, AND 88.2
 EZ0267'FT NW OF TELEPHONE PEDESTAL ON EAST SIDE OF U.S. 701.  DISK IS
 EZ0267'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2638 ***********************************************************************
 EB2638  DESIGNATION -  BRITT
 EB2638  PID         -  EB2638
 EB2638  STATE/COUNTY-  NC/ROBESON
 EB2638  USGS QUAD   -  FAIRMONT (1962)
 EB2638
 EB2638                         *CURRENT SURVEY CONTROL
 EB2638  ___________________________________________________________________
 EB2638* NAD 83(2001)-  34 29 44.24656(N)    079 06 50.67466(W)     ADJUSTED  
 EB2638* NAVD 88     -        46.     (meters)     151.     (feet)  VERTCON   
 EB2638  ___________________________________________________________________
 EB2638  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 EB2638  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 EB2638  HORZ ORDER  -  SECOND
 EB2638
 EB2638.The horizontal coordinates were established by classical geodetic methods
 EB2638.and adjusted by the National Geodetic Survey in August 2005.
 EB2638
 EB2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2638
 EB2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2638
 EB2638.The geoid height was determined by GEOID03.
 EB2638
 EB2638;                    North         East     Units Scale Factor Converg.
 EB2638;SPC NC       -    82,720.023   599,124.340   MT  0.99995901   -0 03 57.0
 EB2638;SPC NC       -   271,390.61  1,965,627.11   sFT  0.99995901   -0 03 57.0
 EB2638;SPC SC       -   296,824.882   782,784.879   MT  0.99989749   +1 02 44.0
 EB2638;SPC SC       -   973,834.91  2,568,191.86   iFT  0.99989749   +1 02 44.0
 EB2638;UTM  17      - 3,818,726.288   673,154.266   MT  0.99996957   +1 04 06.0
 EB2638
 EB2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2638!SPC NC       -   0.99999810  x   0.99995901  =   0.99995711
 EB2638!SPC SC       -   0.99999810  x   0.99989749  =   0.99989559
 EB2638!UTM  17      -   0.99999810  x   0.99996957  =   0.99996767
 EB2638
 EB2638|---------------------------------------------------------------------|
 EB2638| PID    Reference Object                     Distance      Geod. Az  |
 EB2638|                                                           dddmmss.s |
 EB2638| EB2655 OFFICE                              171.010 METERS 15127     |
 EB2638| EB2605 TURNERS                             APPROX. 1.6 KM 2972936.1 |
 EB2638|---------------------------------------------------------------------|
 EB2638
 EB2638                          SUPERSEDED SURVEY CONTROL
 EB2638
 EB2638  NAD 83(1986)-  34 29 44.25546(N)    079 06 50.67550(W) AD(       ) 2
 EB2638  NAD 27      -  34 29 43.66907(N)    079 06 51.54733(W) AD(       ) 2
 EB2638  NGVD 29 (07/19/86)   46.     (m)          151.     (f) VERT ANG    3  
 EB2638
 EB2638.Superseded values are not recommended for survey control.
 EB2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2638.See file dsdata.txt to determine how the superseded data were derived.
 EB2638
 EB2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7315418726(NAD 83)
 EB2638_MARKER: DE = TRAVERSE STATION DISK
 EB2638_SETTING: 0 = UNSPECIFIED SETTING
 EB2638_STAMPING: BRITT 1966
 EB2638_MARK LOGO: NCGS  
 EB2638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB2638
 EB2638  HISTORY     - Date     Condition        Report By
 EB2638  HISTORY     - 1966     MONUMENTED       NCGS
 EB2638
 EB2638                          STATION DESCRIPTION
 EB2638
 EB2638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EB2638'BRITT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2638'IN THE VICINITY OF FAIRMONT, NORTH CAROLINA.
 EB2638'
 EB2638'BRITT IS LOCATED IN FAIRMONT AT INTERSECTION OF NC 41 AND NC
 EB2638'130.  STATION IS LOCATED ON ROOF OF FAIRMONT TIRE AND RECAPPING
 EB2638'BUILDING AT INTERSECTION OF NC 41 AND NC 130.
 EB2638'
 EB2638'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2638'BRITT 1966, SET IN TOP OF ROOF OF BUILDING.  STATION IS FLUSH
 EB2638'WITH THE ROOF.
 EB2638'
 EB2638'MARK IS
 EB2638'
 EB2638'67.9 FT ESE OF RM 1, A STANDARD NCGS REFERENCE DISK SET IN
 EB2638'THE SW QUADRANT OF NC 41 AND NC 130 IN CONCRETE SIDEWALK FLUSH
 EB2638'WITH SURFACE
 EB2638'
 EB2638'7.2 FT E OF WEST COPING
 EB2638'
 EB2638'7.8 FT S OF NORTH COPING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2539 ***********************************************************************
 EA2539  DESIGNATION -  BRITT
 EA2539  PID         -  EA2539
 EA2539  STATE/COUNTY-  NC/PENDER
 EA2539  USGS QUAD   -  HAMPSTEAD (1970)
 EA2539
 EA2539                         *CURRENT SURVEY CONTROL
 EA2539  ___________________________________________________________________
 EA2539* NAD 83(2001)-  34 20 52.74609(N)    077 39 09.17643(W)     ADJUSTED  
 EA2539* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2539  ___________________________________________________________________
 EA2539  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 EA2539  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA2539  HORZ ORDER  -  THIRD
 EA2539
 EA2539.The horizontal coordinates were established by classical geodetic methods
 EA2539.and adjusted by the National Geodetic Survey in August 2005.
 EA2539
 EA2539.The orthometric height was scaled from a topographic map.
 EA2539
 EA2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2539
 EA2539.The geoid height was determined by GEOID03.
 EA2539
 EA2539;                    North         East     Units Scale Factor Converg.
 EA2539;SPC NC       -    67,178.149   733,570.977   MT  0.99999597   +0 46 39.8
 EA2539;SPC NC       -   220,400.31  2,406,724.11   sFT  0.99999597   +0 46 39.8
 EA2539;UTM  18      - 3,803,928.878   256,014.318   MT  1.00033384   -1 29 50.5
 EA2539
 EA2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2539!SPC NC       -   1.00000575  x   0.99999597  =   1.00000172
 EA2539!UTM  18      -   1.00000575  x   1.00033384  =   1.00033959
 EA2539
 EA2539:                Primary Azimuth Mark                     Grid Az
 EA2539:SPC NC       -  BEACON 26                                010 10 39.8
 EA2539:UTM  18      -  BEACON 26                                012 27 10.1
 EA2539
 EA2539|---------------------------------------------------------------------|
 EA2539| PID    Reference Object                     Distance      Geod. Az  |
 EA2539|                                                           dddmmss.s |
 EA2539| EA2568 BEACON 26                           APPROX. 3.2 KM 0105719.6 |
 EA2539| EA3237 BRITT RM 1                           12.125 METERS 05603     |
 EA2539| EA2560 WOW                                 APPROX. 3.8 KM 2270356.9 |
 EA2539| EA2535 BEACON 30                           APPROX. 4.4 KM 2641535.8 |
 EA2539| EA3238 BRITT RM 2                           38.480 METERS 29307     |
 EA2539| EA2534 BEACON 28                           APPROX. 2.4 KM 3003819.2 |
 EA2539|---------------------------------------------------------------------|
 EA2539
 EA2539                          SUPERSEDED SURVEY CONTROL
 EA2539
 EA2539  NAD 83(1986)-  34 20 52.76049(N)    077 39 09.19018(W) AD(       ) 3
 EA2539  NAD 27      -  34 20 52.15100(N)    077 39 10.27900(W) AD(       ) 3
 EA2539
 EA2539.Superseded values are not recommended for survey control.
 EA2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2539.See file dsdata.txt to determine how the superseded data were derived.
 EA2539
 EA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5601403929(NAD 83)
 EA2539_MARKER: DS = TRIANGULATION STATION DISK
 EA2539_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EA2539_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2539
 EA2539  HISTORY     - Date     Condition        Report By
 EA2539  HISTORY     - 1933     MONUMENTED       CGS
 EA2539  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2539
 EA2539                          STATION DESCRIPTION
 EA2539
 EA2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2539'STATION IS ON A PROMINENT SAND DUNE ON THE OUTSIDE COAST AT
 EA2539'THE S SIDE OF THE ENTRANCE TO NEW TOPSAIL INLET.  THIS IS THE
 EA2539'HIGHEST DUNE IN THE VICINITY, AND STATION IS AT ABOUT THE
 EA2539'CENTER OF THE HIGHEST PART.
 EA2539'
 EA2539'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EA2539'CONCRETE AT THE CENTER OF THE TOP OF TILE.
 EA2539'
 EA2539'REFERENCE MARKS ARE SET IN AN 8-INCH TILE PROJECTING ABOUT 8
 EA2539'INCHES ABOVE GROUND.
 EA2539
 EA2539                          STATION RECOVERY (1964)
 EA2539
 EA2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2539'LOST.  THE AREA WAS THOROUGHLY SEARCHED BUT NOTHING COULD BE
 EA2539'FOUND.  THE ENTIRE AREA HAS CHANGED AND PREVIOUS REFERENCES NO
 EA2539'LONGER APPLY.  IT IS BELIEVED THAT THIS STATION HAS WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3726 ***********************************************************************
 EZ3726  DESIGNATION -  BRITT
 EZ3726  PID         -  EZ3726
 EZ3726  STATE/COUNTY-  NC/MONTGOMERY
 EZ3726  USGS QUAD   -  BISCOE (1994)
 EZ3726
 EZ3726                         *CURRENT SURVEY CONTROL
 EZ3726  ___________________________________________________________________
 EZ3726* NAD 83(2001)-  35 21 36.53015(N)    079 45 15.67324(W)     ADJUSTED  
 EZ3726* NAVD 88     -       180.1    (meters)     591.     (feet)  VERTCON   
 EZ3726  ___________________________________________________________________
 EZ3726  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 EZ3726  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 EZ3726  HORZ ORDER  -  SECOND
 EZ3726
 EZ3726.The horizontal coordinates were established by classical geodetic methods
 EZ3726.and adjusted by the National Geodetic Survey in August 2005.
 EZ3726
 EZ3726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3726
 EZ3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3726
 EZ3726.The geoid height was determined by GEOID03.
 EZ3726
 EZ3726;                    North         East     Units Scale Factor Converg.
 EZ3726;SPC NC       -   178,874.238   541,050.015   MT  0.99987437   -0 26 07.4
 EZ3726;SPC NC       -   586,856.56  1,775,094.92   sFT  0.99987437   -0 26 07.4
 EZ3726;UTM  17      - 3,913,695.212   613,169.975   MT  0.99975783   +0 43 15.4
 EZ3726
 EZ3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3726!SPC NC       -   0.99997654  x   0.99987437  =   0.99985091
 EZ3726!UTM  17      -   0.99997654  x   0.99975783  =   0.99973438
 EZ3726
 EZ3726|---------------------------------------------------------------------|
 EZ3726| PID    Reference Object                     Distance      Geod. Az  |
 EZ3726|                                                           dddmmss.s |
 EZ3726| EZ3727 TAPE                                387.499 METERS 08509     |
 EZ3726|---------------------------------------------------------------------|
 EZ3726
 EZ3726                          SUPERSEDED SURVEY CONTROL
 EZ3726
 EZ3726  NAD 83(1986)-  35 21 36.53421(N)    079 45 15.68645(W) AD(       ) 2
 EZ3726  NAD 27      -  35 21 36.03094(N)    079 45 16.54193(W) AD(       ) 2
 EZ3726  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG    3  
 EZ3726
 EZ3726.Superseded values are not recommended for survey control.
 EZ3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3726.See file dsdata.txt to determine how the superseded data were derived.
 EZ3726
 EZ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1317013695(NAD 83)
 EZ3726_MARKER: DE = TRAVERSE STATION DISK
 EZ3726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3726_STAMPING: BRITT 1972
 EZ3726_MARK LOGO: NCGS  
 EZ3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3726+STABILITY: SURFACE MOTION
 EZ3726
 EZ3726  HISTORY     - Date     Condition        Report By
 EZ3726  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3726  HISTORY     - 1987     GOOD             USPSQD
 EZ3726
 EZ3726                          STATION DESCRIPTION
 EZ3726
 EZ3726'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3726'BRITT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3726'VICINITY OF BISCOE, NORTH CAROLINA.
 EZ3726'
 EZ3726'BRITT IS LOCATED APPROXIMATELY 1.5 MILES EAST OF BISCOE AND 3.2
 EZ3726'MILES SOUTHEAST OF STAR.  TO REACH STATION FROM THE INTERSECTION OF
 EZ3726'US 220 AND NC 24-27 IN BISCOE, PROCEED EAST ALONG NC 24-27 FOR 1.45
 EZ3726'MILES TO STATION ON RIGHT, APPROXIMATELY 250 FEET WEST OF
 EZ3726'INTERSECTION WITH SR 1502, ON A 4 FOOT BANK, APPROXIMATELY 150 FEET
 EZ3726'SOUTH OF SOUTHEAST CORNER OF JASON BRITTS RESIDENCE AND 20
 EZ3726'FEET EAST OF SOUTH PROJECTION TO EAST WALL OF RESIDENCE.
 EZ3726'
 EZ3726'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRITT
 EZ3726'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3726'FLUSH WITH THE GROUND.
 EZ3726'
 EZ3726'MARK IS
 EZ3726'43.5 FEET S OF C/L OF NC 24-27.
 EZ3726'12.9 FEET S OF TP NO. 2620 WITH ALUMINUM REF. TAG.
 EZ3726'17.0 FEET NE OF 14 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3726'24.5 FEET NW OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3726'108.4 FEET SE OF INTERSECTION OF NC 24-27 WITH DIRT DRIVE NORTH
 EZ3726'TO BRITT RESIDENCE.
 EZ3726
 EZ3726                          STATION RECOVERY (1987)
 EZ3726
 EZ3726'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ3726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5294 ***********************************************************************
 EZ5294  DESIGNATION -  BRITT
 EZ5294  PID         -  EZ5294
 EZ5294  STATE/COUNTY-  NC/WAKE
 EZ5294  USGS QUAD   -  LAKE WHEELER (1993)
 EZ5294
 EZ5294                         *CURRENT SURVEY CONTROL
 EZ5294  ___________________________________________________________________
 EZ5294* NAD 83(2001)-  35 38 20.72353(N)    078 37 38.70261(W)     ADJUSTED  
 EZ5294* NAVD 88     -       113.4    (meters)     372.     (feet)  VERTCON   
 EZ5294  ___________________________________________________________________
 EZ5294  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 EZ5294  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 EZ5294  HORZ ORDER  -  SECOND
 EZ5294
 EZ5294.The horizontal coordinates were established by classical geodetic methods
 EZ5294.and adjusted by the National Geodetic Survey in August 2005.
 EZ5294
 EZ5294.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5294
 EZ5294.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5294
 EZ5294.The geoid height was determined by GEOID03.
 EZ5294
 EZ5294;                    North         East     Units Scale Factor Converg.
 EZ5294;SPC NC       -   209,622.086   643,343.429   MT  0.99989537   +0 12 54.2
 EZ5294;SPC NC       -   687,735.13  2,110,702.57   sFT  0.99989537   +0 12 54.2
 EZ5294;UTM  17      - 3,946,512.002   714,825.174   MT  1.00016873   +1 22 58.7
 EZ5294
 EZ5294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5294!SPC NC       -   0.99998741  x   0.99989537  =   0.99988278
 EZ5294!UTM  17      -   0.99998741  x   1.00016873  =   1.00015613
 EZ5294
 EZ5294:                Primary Azimuth Mark                     Grid Az
 EZ5294:SPC NC       -  RICH                                     112 49 44.4
 EZ5294:UTM  17      -  RICH                                     111 39 39.9
 EZ5294
 EZ5294|---------------------------------------------------------------------|
 EZ5294| PID    Reference Object                     Distance      Geod. Az  |
 EZ5294|                                                           dddmmss.s |
 EZ5294| EZ5241 RICH                                APPROX. 0.8 KM 1130238.6 |
 EZ5294|---------------------------------------------------------------------|
 EZ5294
 EZ5294                          SUPERSEDED SURVEY CONTROL
 EZ5294
 EZ5294  NAD 83(1986)-  35 38 20.72897(N)    078 37 38.71389(W) AD(       ) 2
 EZ5294  NAD 27      -  35 38 20.17298(N)    078 37 39.68937(W) AD(       ) 2
 EZ5294  NGVD 29 (07/19/86)  113.7    (m)          373.     (f) VERT ANG    3  
 EZ5294
 EZ5294.Superseded values are not recommended for survey control.
 EZ5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5294.See file dsdata.txt to determine how the superseded data were derived.
 EZ5294
 EZ5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1482546512(NAD 83)
 EZ5294_MARKER: DE = TRAVERSE STATION DISK
 EZ5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5294_STAMPING: BRITT 1968
 EZ5294_MARK LOGO: NCGS  
 EZ5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5294+STABILITY: SURFACE MOTION
 EZ5294
 EZ5294  HISTORY     - Date     Condition        Report By
 EZ5294  HISTORY     - 1968     MONUMENTED       NCGS
 EZ5294  HISTORY     - 1976     GOOD             NGS
 EZ5294  HISTORY     - 1979     GOOD             NCGS
 EZ5294
 EZ5294                          STATION DESCRIPTION
 EZ5294
 EZ5294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5294'BRITT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ5294'VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ5294'
 EZ5294'BRITT IS LOCATED APPROXIMATELY 4.8 MILES SSW OF THE CENTER OF
 EZ5294'GARNER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 EZ5294'50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 5.15 MILES
 EZ5294'TO INTERSECTION OF SR 1010, TURN RIGHT (WEST) ON SR 1010 FOR
 EZ5294'0.65 MILES TO STATION.  WHICH IS ON THE NORTH SIDE OF SR 1010,
 EZ5294'AT EAST SIDE OF DRIVEWAY TO A ONE STORY BRICK HOUSE ACROSS SR
 EZ5294'1010 FROM DRIVEWAY BETWEEN TWO BRICK HOUSES AND 0.8 MILES EAST OF
 EZ5294'INTERSECTION OF SR 2727 AND SR 1010.
 EZ5294'
 EZ5294'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5294'BRITT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5294'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5294'
 EZ5294'MARK IS
 EZ5294'
 EZ5294'25.8 FT N OF C/L OF SR 1010
 EZ5294'
 EZ5294'4.5 FT SSW OF PP WITH ALUMINUM REF. TAG ON N SIDE OF SR 1010
 EZ5294'
 EZ5294'9.3 FT E OF C/L OF DRIVEWAY TO 1 STORY BRICK HOUSE
 EZ5294'
 EZ5294'18.4 FT NW OF E END OF CULVERT UNDER DRIVEWAY TO 1 STORY BRICK
 EZ5294'HOUSE
 EZ5294'
 EZ5294'18.6 FT ENE OF W END OF CULVERT UNDER DRIVEWAY TO 1 STORY BRICK
 EZ5294'HOUSE
 EZ5294'
 EZ5294'57.8 FT N OF PP WITH ALUMINUM REF. TAG ON S SIDE OF SR 1010
 EZ5294
 EZ5294                          STATION RECOVERY (1976)
 EZ5294
 EZ5294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ5294'RECOVERED AS DESCRIBED.
 EZ5294'
 EZ5294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ5294'4.8 MILES SSW OF GARNER.
 EZ5294
 EZ5294                          STATION RECOVERY (1979)
 EZ5294
 EZ5294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EZ5294'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3486 ***********************************************************************
 FA3486  DESIGNATION -  BRITTAIN
 FA3486  PID         -  FA3486
 FA3486  STATE/COUNTY-  NC/BURKE
 FA3486  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA3486
 FA3486                         *CURRENT SURVEY CONTROL
 FA3486  ___________________________________________________________________
 FA3486* NAD 83(2001)-  35 42 25.82574(N)    081 40 17.41482(W)     ADJUSTED  
 FA3486* NAVD 88     -       357.5    (meters)    1173.     (feet)  VERTCON   
 FA3486  ___________________________________________________________________
 FA3486  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FA3486  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 FA3486  HORZ ORDER  -  SECOND
 FA3486
 FA3486.The horizontal coordinates were established by classical geodetic methods
 FA3486.and adjusted by the National Geodetic Survey in August 2005.
 FA3486
 FA3486.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3486
 FA3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3486
 FA3486.The geoid height was determined by GEOID03.
 FA3486
 FA3486;                    North         East     Units Scale Factor Converg.
 FA3486;SPC NC       -   220,364.670   367,893.597   MT  0.99990410   -1 32 30.9
 FA3486;SPC NC       -   722,979.75  1,206,997.58   sFT  0.99990410   -1 32 30.9
 FA3486;UTM  17      - 3,951,678.303   439,255.537   MT  0.99964547   -0 23 31.0
 FA3486
 FA3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3486!SPC NC       -   0.99994893  x   0.99990410  =   0.99985303
 FA3486!UTM  17      -   0.99994893  x   0.99964547  =   0.99959442
 FA3486
 FA3486:                Primary Azimuth Mark                     Grid Az
 FA3486:SPC NC       -  BRENDLE                                  356 45 05.4
 FA3486:UTM  17      -  BRENDLE                                  355 36 05.5
 FA3486
 FA3486|---------------------------------------------------------------------|
 FA3486| PID    Reference Object                     Distance      Geod. Az  |
 FA3486|                                                           dddmmss.s |
 FA3486| FA3487 BRENDLE                             APPROX. 0.8 KM 3551234.5 |
 FA3486|---------------------------------------------------------------------|
 FA3486
 FA3486                          SUPERSEDED SURVEY CONTROL
 FA3486
 FA3486  NAD 83(1995)-  35 42 25.82928(N)    081 40 17.41494(W) AD(       ) 2
 FA3486  NAD 83(1986)-  35 42 25.83058(N)    081 40 17.41530(W) AD(       ) 2
 FA3486  NAD 27      -  35 42 25.36214(N)    081 40 18.07062(W) AD(       ) 2
 FA3486  NGVD 29 (07/19/86)  357.7    (m)         1174.     (f) VERT ANG    3  
 FA3486
 FA3486.Superseded values are not recommended for survey control.
 FA3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3486.See file dsdata.txt to determine how the superseded data were derived.
 FA3486
 FA3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3925651678(NAD 83)
 FA3486_MARKER: DE = TRAVERSE STATION DISK
 FA3486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3486_SP_SET: CONCRETE POST
 FA3486_STAMPING: BRITTAIN 1975
 FA3486_MARK LOGO: NCGS  
 FA3486_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3486+STABILITY: SURFACE MOTION
 FA3486
 FA3486  HISTORY     - Date     Condition        Report By
 FA3486  HISTORY     - 1975     MONUMENTED       NCGS
 FA3486  HISTORY     - 1975     GOOD             NCGS
 FA3486  HISTORY     - 19870101 GOOD             NCGS
 FA3486  HISTORY     - 20040429 MARK NOT FOUND   NCGS
 FA3486
 FA3486                          STATION DESCRIPTION
 FA3486
 FA3486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3486'BRITTAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3486'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3486'
 FA3486'BRITTAIN IS LOCATED APPROXIMATELY 2.8 MILES SSE OF MORGANTON.  TO
 FA3486'REACH STATION FROM THE SR 1922 (ENOLA RD.) OVERPASS OF I-40 AT
 FA3486'MORGANTON, PROCEED SOUTH ALONG SR 1922 FOR 0.7 MILE TO STATION ON
 FA3486'LEFT, APPROXIMATELY 230 FEET NORTH OF INTERSECTION WITH SR 1940
 FA3486'CROSSROADS AT PETERSBURG COMMUNITY.
 FA3486'
 FA3486'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3486'BRITTAIN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3486'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3486'
 FA3486'MARK IS 20.0 FT E OF C/L OF SR 1922
 FA3486'
 FA3486'79.5 FT SSW OF PP 29-47 WITH ALUMINUM REF. TAG
 FA3486'
 FA3486'76.0 FT NNW OF PP 29-48 WITH ALUMINUM REF. TAG
 FA3486
 FA3486                          STATION RECOVERY (1975)
 FA3486
 FA3486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FA3486'RECOVERED IN GOOD CONDITION.
 FA3486
 FA3486                          STATION RECOVERY (1987)
 FA3486
 FA3486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3486'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 FA3486'THE LINES OF SIGHT ARE CLEAR.
 FA3486
 FA3486                          STATION RECOVERY (2004)
 FA3486
 FA3486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FA3486'THE STATION WAS NOT FOUND.  THE ROAD HAS BEEN WIDENED TO 3 LANES AND
 FA3486'THE POWER POLES REPLACED.  REFERENCES ARE NOT ADEQUATE FOR LOCATING
 FA3486'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8242 ***********************************************************************
 AF8242  DESIGNATION -  BRITTAIN
 AF8242  PID         -  AF8242
 AF8242  STATE/COUNTY-  NC/RUTHERFORD
 AF8242  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 AF8242
 AF8242                         *CURRENT SURVEY CONTROL
 AF8242  ___________________________________________________________________
 AF8242* NAD 83(2001)-  35 27 13.43158(N)    081 53 13.77408(W)     ADJUSTED  
 AF8242* NAVD 88     -       299.4    (meters)     982.     (feet)  VERT ANG  
 AF8242  ___________________________________________________________________
 AF8242  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AF8242  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AF8242  HORZ ORDER  -  SECOND
 AF8242
 AF8242.The horizontal coordinates were established by classical geodetic methods
 AF8242.and adjusted by the National Geodetic Survey in August 2005.
 AF8242
 AF8242.The orthometric height was determined by vertical angle observations.
 AF8242
 AF8242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8242
 AF8242.The geoid height was determined by GEOID03.
 AF8242
 AF8242;                    North         East     Units Scale Factor Converg.
 AF8242;SPC NC       -   192,806.139   347,569.583   MT  0.99987878   -1 39 59.0
 AF8242;SPC NC       -   632,564.81  1,140,317.87   sFT  0.99987878   -1 39 59.0
 AF8242;UTM  17      - 3,923,723.539   419,493.583   MT  0.99967987   -0 30 52.6
 AF8242
 AF8242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8242!SPC NC       -   0.99995802  x   0.99987878  =   0.99983680
 AF8242!UTM  17      -   0.99995802  x   0.99967987  =   0.99963790
 AF8242
 AF8242                          SUPERSEDED SURVEY CONTROL
 AF8242
 AF8242  NAD 83(1986)-  35 27 13.44287(N)    081 53 13.77288(W) AD(       ) 2
 AF8242
 AF8242.Superseded values are not recommended for survey control.
 AF8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8242.See file dsdata.txt to determine how the superseded data were derived.
 AF8242
 AF8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1949423724(NAD 83)
 AF8242_MARKER: DE = TRAVERSE STATION DISK
 AF8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8242_STAMPING: BRITTAIN 1983
 AF8242_MARK LOGO: NCGS  
 AF8242_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8242+STABILITY: SURFACE MOTION
 AF8242
 AF8242  HISTORY     - Date     Condition        Report By
 AF8242  HISTORY     - 1983     MONUMENTED       NCGS
 AF8242
 AF8242                          STATION DESCRIPTION
 AF8242
 AF8242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 AF8242'STATION IS LOCATED ABOUT 11.6 KM (7.20 MI)  NORTHEAST OF
 AF8242'RUTHERFORDTON, IN WESTMINSTER. ALONG US 64 FOR 5.1 KM (3.15 MI)
 AF8242'NORTH-NORTHEAST OF SR 1510 AT MT. VERNON, OR 0.24 KM (0.15 MI)  SOUTH
 AF8242'OF SR 1007, IN EAST SHOULDER, AT SIGN POST OF THE--BRITTAIN
 AF8242'PRESBYTERIAN--CHURCH. MARK IS FLUSH WITH GROUND AND IS 1-FOOT LOWER
 AF8242'THAN US 64. LOCATED 5.58 M (18.31 FT)  EAST-SOUTHEAST OF THE
 AF8242'CENTERLINE OF US 64, 29.35 M (96.29 FT)  SOUTH-SOUTHWEST OF THE
 AF8242'CENTERLINE OF NORTH-MOST CHURCH DRIVE, 0.91 M (2.99 FT)
 AF8242'WEST-NORTHWEST OF WOODEN SIGN POST OF CHURCH, 6.64 M (21.78 FT)
 AF8242'WEST-NORTHWEST OF HISTORICAL MARKER SIGN POST, 27.98 M (91.80 FT)
 AF8242'NORTH-NORTHEAST OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8621 ***********************************************************************
 DG8621  DESIGNATION -  BRITTANY
 DG8621  PID         -  DG8621
 DG8621  STATE/COUNTY-  NC/NEW HANOVER
 DG8621  USGS QUAD   -  SCOTTS HILL (1970)
 DG8621
 DG8621                         *CURRENT SURVEY CONTROL
 DG8621  ___________________________________________________________________
 DG8621* NAD 83(2007)-  34 17 43.93326(N)    077 50 46.69864(W)     ADJUSTED  
 DG8621* NAVD 88     -        10.1    (meters)      33.     (feet)  GPS OBS   
 DG8621  ___________________________________________________________________
 DG8621  EPOCH DATE  -        2002.00
 DG8621  X           -   1,110,536.228 (meters)                     COMP
 DG8621  Y           -  -5,156,606.240 (meters)                     COMP
 DG8621  Z           -   3,573,561.957 (meters)                     COMP
 DG8621  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 DG8621  ELLIP HEIGHT-         -26.798 (meters)          (02/10/07) ADJUSTED
 DG8621  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 DG8621
 DG8621  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8621  Type    PID    Designation                      North   East  Ellip
 DG8621  -------------------------------------------------------------------
 DG8621  NETWORK DG8621 BRITTANY                          0.73   0.57   1.53
 DG8621  -------------------------------------------------------------------
 DG8621
 DG8621.The horizontal coordinates were established by GPS observations
 DG8621.and adjusted by the National Geodetic Survey in February 2007.
 DG8621
 DG8621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8621.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8621.The horizontal coordinates are valid at the epoch date displayed above.
 DG8621.The epoch date for horizontal control is a decimal equivalence
 DG8621.of Year/Month/Day.
 DG8621
 DG8621.The orthometric height was determined by GPS observations and a
 DG8621.high-resolution geoid model.
 DG8621
 DG8621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8621
 DG8621.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8621
 DG8621.The ellipsoidal height was determined by GPS observations
 DG8621.and is referenced to NAD 83.
 DG8621
 DG8621.The geoid height was determined by GEOID03.
 DG8621
 DG8621;                    North         East     Units Scale Factor Converg.
 DG8621;SPC NC       -    61,135.990   715,813.280   MT  1.00001068   +0 39 57.2
 DG8621;SPC NC       -   200,576.99  2,348,464.07   sFT  1.00001068   +0 39 57.2
 DG8621;UTM  18      - 3,798,593.652   238,024.027   MT  1.00044607   -1 36 16.9
 DG8621
 DG8621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8621!SPC NC       -   1.00000421  x   1.00001068  =   1.00001489
 DG8621!UTM  18      -   1.00000421  x   1.00044607  =   1.00045028
 DG8621
 DG8621:                Primary Azimuth Mark                     Grid Az
 DG8621:SPC NC       -  MURRAY                                   270 36 45.6
 DG8621:UTM  18      -  MURRAY                                   272 52 59.7
 DG8621
 DG8621|---------------------------------------------------------------------|
 DG8621| PID    Reference Object                     Distance      Geod. Az  |
 DG8621|                                                           dddmmss.s |
 DG8621| DG8620 MURRAY                              483.118 METERS 2711642.8 |
 DG8621|---------------------------------------------------------------------|
 DG8621
 DG8621                          SUPERSEDED SURVEY CONTROL
 DG8621
 DG8621  NAD 83(1986)-  34 17 43.94214(N)    077 50 46.71210(W) AD(       ) 1
 DG8621  NAD 83(2001)-  34 17 43.93356(N)    077 50 46.69820(W) AD(       ) 1
 DG8621  ELLIP H (12/29/04)  -26.788  (m)                       GP(       ) 4 1
 DG8621
 DG8621.Superseded values are not recommended for survey control.
 DG8621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8621.See file dsdata.txt to determine how the superseded data were derived.
 DG8621
 DG8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3802498594(NAD 83)
 DG8621_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8621_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG8621_STAMPING: BRITTANY 1994
 DG8621_MARK LOGO: NCGS  
 DG8621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8621+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG8621
 DG8621  HISTORY     - Date     Condition        Report By
 DG8621  HISTORY     - 1994     MONUMENTED       NCGS
 DG8621
 DG8621                          STATION DESCRIPTION
 DG8621
 DG8621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8621'STATION IS LOCATED ABOUT 0.3 MI (0.5 KM) WEST OF MURRAYSVILLE AND 7.1
 DG8621'MI (11.4 KM) NORTHEAST OF WILMINGTON.  ALONG SR 1322 (MURRAYSVILLE
 DG8621'ROAD) FOR 1.5 MI (2.4 KM) EAST FROM NC 132, AT SR 2234 (BRITTANY ROAD)
 DG8621', IN THE NORTH END OF CONCRETE ISLAND AT ENTRANCE TO BRITTANY WOODS
 DG8621'SUBDIVISION.  MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE
 DG8621'CONCRETE. LOCATED 27.0 FT (8.2 M) SOUTH OF THE CENTERLINE OF THE ROAD,
 DG8621'6.5 FT (2.0 M) NORTHWEST OF A SMALL MANHOLE COVER, 72.6 FT (22.1 M)
 DG8621'NORTHEAST OF THE NORTHEAST CORNER OF BRICK ENTRANCE COLUMN ON WEST
 DG8621'SIDE OF ENTRANCE, 10.0 FT (3.0 M) EAST OF THE CENTER OF THE ENTRANCE
 DG8621'ROAD, AND 5.0 FT (1.5 M) SOUTH OF THE NORTH END OF THE CONCRETE
 DG8621'ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8871 ***********************************************************************
 DG8871  HT_MOD      -  This is a Height Modernization Survey Station.
 DG8871  DESIGNATION -  BRITTANY
 DG8871  PID         -  DG8871
 DG8871  STATE/COUNTY-  NC/FORSYTH
 DG8871  USGS QUAD   -  BELEWS CREEK (1994)
 DG8871
 DG8871                         *CURRENT SURVEY CONTROL
 DG8871  ___________________________________________________________________
 DG8871* NAD 83(2007)-  36 07 41.10363(N)    080 06 18.37193(W)     ADJUSTED  
 DG8871* NAVD 88     -       279.68   (meters)     917.6    (feet)  GPS OBS   
 DG8871  ___________________________________________________________________
 DG8871  EPOCH DATE  -        2002.00
 DG8871  X           -     886,328.831 (meters)                     COMP
 DG8871  Y           -  -5,081,107.285 (meters)                     COMP
 DG8871  Z           -   3,739,826.093 (meters)                     COMP
 DG8871  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 DG8871  ELLIP HEIGHT-         247.293 (meters)          (02/10/07) ADJUSTED
 DG8871  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DG8871
 DG8871  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8871  Type    PID    Designation                      North   East  Ellip
 DG8871  -------------------------------------------------------------------
 DG8871  NETWORK DG8871 BRITTANY                          1.20   0.88   2.16
 DG8871  -------------------------------------------------------------------
 DG8871
 DG8871.The horizontal coordinates were established by GPS observations
 DG8871.and adjusted by the National Geodetic Survey in February 2007.
 DG8871
 DG8871.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8871.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8871.The horizontal coordinates are valid at the epoch date displayed above.
 DG8871.The epoch date for horizontal control is a decimal equivalence
 DG8871.of Year/Month/Day.
 DG8871
 DG8871.The orthometric height was determined by GPS observations and a
 DG8871.high-resolution geoid model.
 DG8871.The orthometric height was determined by GPS observations and a
 DG8871.high-resolution geoid model using precise GPS observation and
 DG8871.processing techniques.
 DG8871
 DG8871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8871
 DG8871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8871
 DG8871.The ellipsoidal height was determined by GPS observations
 DG8871.and is referenced to NAD 83.
 DG8871
 DG8871.The geoid height was determined by GEOID03.
 DG8871
 DG8871;                    North         East     Units Scale Factor Converg.
 DG8871;SPC NC       -   264,366.297   510,125.505   MT  0.99998946   -0 38 16.2
 DG8871;SPC NC       -   867,341.76  1,673,636.76   sFT  0.99998946   -0 38 16.2
 DG8871;UTM  17      - 3,998,525.818   580,525.293   MT  0.99967990   +0 31 39.5
 DG8871
 DG8871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8871!SPC NC       -   0.99996119  x   0.99998946  =   0.99995065
 DG8871!UTM  17      -   0.99996119  x   0.99967990  =   0.99964110
 DG8871
 DG8871:                Primary Azimuth Mark                     Grid Az
 DG8871:SPC NC       -  HOPE                                     007 08 05.3
 DG8871:UTM  17      -  HOPE                                     005 58 09.6
 DG8871
 DG8871|---------------------------------------------------------------------|
 DG8871| PID    Reference Object                     Distance      Geod. Az  |
 DG8871|                                                           dddmmss.s |
 DG8871| DG8878 HOPE                                474.074 METERS 0062949.1 |
 DG8871|---------------------------------------------------------------------|
 DG8871
 DG8871                          SUPERSEDED SURVEY CONTROL
 DG8871
 DG8871  NAD 83(1986)-  36 07 41.10999(N)    080 06 18.37926(W) AD(       ) 1
 DG8871  NAD 83(2001)-  36 07 41.10370(N)    080 06 18.37151(W) AD(       ) 1
 DG8871  ELLIP H (01/05/05)  247.296  (m)                       GP(       ) 4 2
 DG8871
 DG8871.Superseded values are not recommended for survey control.
 DG8871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8871.See file dsdata.txt to determine how the superseded data were derived.
 DG8871
 DG8871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8052598526(NAD 83)
 DG8871_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8871_STAMPING: BRITTANY 2001
 DG8871_MARK LOGO: NCGS  
 DG8871_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8871+STABILITY: SURFACE MOTION
 DG8871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8871+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG8871
 DG8871  HISTORY     - Date     Condition        Report By
 DG8871  HISTORY     - 2001     MONUMENTED       NCGS
 DG8871
 DG8871                          STATION DESCRIPTION
 DG8871
 DG8871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG8871'STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) WEST-NORTHWEST OF
 DG8871'KERNERSVILLE. PROCEED ALONG NC 66 FOR 0.75 MI (1.21 KM) EAST FROM OLD
 DG8871'GREENSBORO ROAD, THENCE SOUTH FOR 0.3 MI (0.5 KM) ALONG WESLO DRIVE,
 DG8871'THENCE EAST FOR 0.05 MI (0.08 KM) ALONG STEVE STREET, THENCE SOUTH FOR
 DG8871'0.35 MI (0.56 KM) ALONG LOWERGATE LANE, IN THE NORTHEAST CORNER OF THE
 DG8871'INTERSECTION WITH TIMBERWOOD TRAIL. MARK IS ABOUT LEVEL WITH
 DG8871'TIMBERWOOD TRAIL, AND IS RECESSED 1-INCH BELOW GROUND.  LOCATED 11.5
 DG8871'FT (3.5 M) NORTHEAST OF THE CENTERLINE OF TIMBERWOOD TRAIL, 72.0 FT
 DG8871'(21.9 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF TIMBERWOOD TRAIL
 DG8871'AND LOWERGATE LANE, 42.6 FT (13.0 M) SOUTH-SOUTHEAST OF A TELEPHONE
 DG8871'PEDESTAL, 102.3 FT (31.2 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 DG8871'A BRICK AND SIDED HOUSE, AND 78.8 FT (24.0 M) NORTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3153 ***********************************************************************
 FB3153  DESIGNATION -  BRITTEN
 FB3153  PID         -  FB3153
 FB3153  STATE/COUNTY-  NC/BUNCOMBE
 FB3153  USGS QUAD   -  WEAVERVILLE (1983)
 FB3153
 FB3153                         *CURRENT SURVEY CONTROL
 FB3153  ___________________________________________________________________
 FB3153* NAD 83(2001)-  35 43 17.16075(N)    082 30 22.99033(W)     ADJUSTED  
 FB3153* NAVD 88     -      1173.     (meters)    3848.     (feet)  SCALED    
 FB3153  ___________________________________________________________________
 FB3153  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 FB3153  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB3153  HORZ ORDER  -  FIRST
 FB3153
 FB3153.The horizontal coordinates were established by classical geodetic methods
 FB3153.and adjusted by the National Geodetic Survey in August 2005.
 FB3153
 FB3153.The orthometric height was scaled from a topographic map.
 FB3153
 FB3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3153
 FB3153.The geoid height was determined by GEOID03.
 FB3153
 FB3153;                    North         East     Units Scale Factor Converg.
 FB3153;SPC NC       -   224,296.051   292,440.155   MT  0.99990610   -2 01 25.6
 FB3153;SPC NC       -   735,877.96    959,447.41   sFT  0.99990610   -2 01 25.6
 FB3153;UTM  17      - 3,954,097.930   363,752.089   MT  0.99982875   -0 52 46.7
 FB3153
 FB3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3153!SPC NC       -   0.99982062  x   0.99990610  =   0.99972674
 FB3153!UTM  17      -   0.99982062  x   0.99982875  =   0.99964940
 FB3153
 FB3153:                Primary Azimuth Mark                     Grid Az
 FB3153:SPC NC       -  MITCHELL                                 079 30 57.5
 FB3153:UTM  17      -  MITCHELL                                 078 22 18.6
 FB3153
 FB3153|---------------------------------------------------------------------|
 FB3153| PID    Reference Object                     Distance      Geod. Az  |
 FB3153|                                                           dddmmss.s |
 FB3153| FB2736 MITCHELL                            APPROX.22.4 KM 0772931.9 |
 FB3153| FB3452 BRITTEN RM 1                         23.124 METERS 09630     |
 FB3153| FB3453 BRITTEN RM 2                          5.268 METERS 33857     |
 FB3153|---------------------------------------------------------------------|
 FB3153
 FB3153                          SUPERSEDED SURVEY CONTROL
 FB3153
 FB3153  NAD 83(1995)-  35 43 17.16210(N)    082 30 22.98971(W) AD(       ) 1
 FB3153  NAD 83(1986)-  35 43 17.16854(N)    082 30 22.98969(W) AD(       ) 1
 FB3153  NAD 27      -  35 43 16.76800(N)    082 30 23.52600(W) AD(       ) 1
 FB3153
 FB3153.Superseded values are not recommended for survey control.
 FB3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3153.See file dsdata.txt to determine how the superseded data were derived.
 FB3153
 FB3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6375254098(NAD 83)
 FB3153_MARKER: DS = TRIANGULATION STATION DISK
 FB3153_SETTING: 80 = SET IN A BOULDER
 FB3153_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FB3153
 FB3153  HISTORY     - Date     Condition        Report By
 FB3153  HISTORY     - 1933     MONUMENTED       CGS
 FB3153
 FB3153                          STATION DESCRIPTION
 FB3153
 FB3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FB3153'ON SUMMIT OF CHESTNUT KNOB, ABOVE BRITTEN COVE, ABOUT 9 MILES
 FB3153'NORTH-NORTHEAST OF ASHEVILLE, AND 3-1/2 MILES NORTHEAST OF
 FB3153'WEAVERVILLE, ON PROPERTY OF JIM COLE. TO REACH FROM MAIN CROSS
 FB3153'STREETS IN WEAVERVILLE, GO NORTH 0.95 MILE ON ROUTES 19 AND 23,
 FB3153'TURN RIGHT ONTO GRAVEL ROAD AT ARROW DULA SPRINGS 1.5 MI. , PROCEED
 FB3153'1.5 MILES, CONTINUE ON MAIN ROAD 0.4 MILE, KEEP STRAIGHT AHEAD
 FB3153'AT LEFT FORK AND AGAIN AT SECOND LEFT FORK, AND CONTINUE TO END OF
 FB3153'ROAD. FOLLOW SLED ROAD AND TRAIL ABOUT 1-1/4 MILES TO C.C.
 FB3153'ARRINGTONS CABIN, AND FOLLOW TRAIL TO RIGHT UP SIDE OF MOUNTAIN TO
 FB3153'SUMMIT.  STATION IS IN CENTER OF KNOB, 33.5 FEET
 FB3153'NORTH-NORTHEAST OF 30-INCH WHITE-OAK TREE SCARRED BY LIGHTNING, 40.6
 FB3153'FEET SOUTHWEST OF TRIPLE APPLE TREES, AND 6.8 FEET SOUTH OF
 FB3153'6-INCH WALNUT TREE. STATION MARK IS STANDARD DISK STATION MARK IN
 FB3153'BOULDER.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN
 FB3153'BOULDER, 6 FEET SOUTH OF SMALL CLUMP OF CHESTNUT
 FB3153'TREES, AND 23.124 METERS (75.87 FEET) FROM STATION N 96 DEG 30 MIN E.
 FB3153'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN
 FB3153'ROCK OUTCROP, 3 FEET WEST OF ROTTEN-ROCK OUTCROP, 10 FEET
 FB3153'WEST OF 7-INCH WALNUT TREE, AND 5.268 METERS (17.28 FEET) FROM
 FB3153'STATION N 21 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2667 ***********************************************************************
 EZ2667  DESIGNATION -  BRITTINGS
 EZ2667  PID         -  EZ2667
 EZ2667  STATE/COUNTY-  NC/WAKE
 EZ2667  USGS QUAD   -  LAKE WHEELER (1993)
 EZ2667
 EZ2667                         *CURRENT SURVEY CONTROL
 EZ2667  ___________________________________________________________________
 EZ2667* NAD 83(2001)-  35 40 32.46834(N)    078 38 17.76232(W)     ADJUSTED  
 EZ2667* NAVD 88     -        85.629  (meters)     280.93   (feet)  ADJUSTED  
 EZ2667  ___________________________________________________________________
 EZ2667  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 EZ2667  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ2667  DYNAMIC HT  -          85.553 (meters)     280.69  (feet)  COMP
 EZ2667  MODELED GRAV-     979,752.6   (mgal)                       NAVD 88
 EZ2667
 EZ2667  HORZ ORDER  -  SECOND
 EZ2667  VERT ORDER  -  SECOND    CLASS I
 EZ2667
 EZ2667.The horizontal coordinates were established by classical geodetic methods
 EZ2667.and adjusted by the National Geodetic Survey in August 2005.
 EZ2667
 EZ2667.The orthometric height was determined by differential leveling
 EZ2667.and adjusted in June 1991.
 EZ2667
 EZ2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2667
 EZ2667.The geoid height was determined by GEOID03.
 EZ2667
 EZ2667.The dynamic height is computed by dividing the NAVD 88
 EZ2667.geopotential number by the normal gravity value computed on the
 EZ2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2667.degrees latitude (g = 980.6199 gals.).
 EZ2667
 EZ2667.The modeled gravity was interpolated from observed gravity values.
 EZ2667
 EZ2667;                    North         East     Units Scale Factor Converg.
 EZ2667;SPC NC       -   213,678.409   642,346.038   MT  0.99989989   +0 12 31.6
 EZ2667;SPC NC       -   701,043.25  2,107,430.29   sFT  0.99989989   +0 12 31.6
 EZ2667;UTM  17      - 3,950,548.223   713,744.979   MT  1.00016302   +1 22 40.4
 EZ2667
 EZ2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2667!SPC NC       -   0.99999176  x   0.99989989  =   0.99989165
 EZ2667!UTM  17      -   0.99999176  x   1.00016302  =   1.00015478
 EZ2667
 EZ2667                          SUPERSEDED SURVEY CONTROL
 EZ2667
 EZ2667  NAD 83(1986)-  35 40 32.47709(N)    078 38 17.77268(W) AD(       ) 2
 EZ2667  NGVD 29 (12/03/90)   85.87   (m)          281.7    (f) LEVELING    3  
 EZ2667
 EZ2667.Superseded values are not recommended for survey control.
 EZ2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2667.See file dsdata.txt to determine how the superseded data were derived.
 EZ2667
 EZ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1374550548(NAD 83)
 EZ2667_MARKER: DE = TRAVERSE STATION DISK
 EZ2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2667_SP_SET: CONCRETE POST
 EZ2667_STAMPING: BRITTINGS 1978
 EZ2667_MARK LOGO: NCGS  
 EZ2667_PROJECTION: RECESSED 13 CENTIMETERS
 EZ2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2667+STABILITY: SURFACE MOTION
 EZ2667
 EZ2667  HISTORY     - Date     Condition        Report By
 EZ2667  HISTORY     - 1978     MONUMENTED       NCGS
 EZ2667  HISTORY     - 1978     GOOD             NCGS
 EZ2667  HISTORY     - 20050530 MARK NOT FOUND   USPSQD
 EZ2667
 EZ2667                          STATION DESCRIPTION
 EZ2667
 EZ2667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ2667'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHWEST OF GARNER.
 EZ2667'
 EZ2667'TO REACH THE STATION ROM THE Y INTERSECTION OF SR 2713 (VANDORA
 EZ2667'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG
 EZ2667'SR 2711 FOR 1.0 MILE TO STATION ON THE RIGHT IN SHOULDER DIRECTLY
 EZ2667'ACROSS ROAD FROM JOHN BRITTINGS BRICK RESIDENCE AND 0.45 MILE
 EZ2667'NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON.
 EZ2667'
 EZ2667'STATION MARK IS A STANDARD DISK STAMPED---BRITTINGS 1978---SET IN THE
 EZ2667'TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND SURFACE.
 EZ2667'THE MARK IS 13.2 FEET SOUTHWEST OF CENTERLINE OF SR 2711. 24.4 FEET
 EZ2667'WEST-SOUTHWEST OF CENTERLINE INTERSECTION OF SR 2711 WITH CONCRETE
 EZ2667'DRIVE TO RESIDENCE, 38.6 FEET NORTH-NORTHWEST OF 4 INCH PINE WITH
 EZ2667'REFERENCE TAG, 58.9 FEET NORTHEAST OF 10 INCH PINE WITH REFERENCE TAG
 EZ2667'AND 65.4 FEET EAST-SOUTHEAST OF 15 INCH PINE WITH REFERENCE TAG.
 EZ2667
 EZ2667                          STATION RECOVERY (1978)
 EZ2667
 EZ2667'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2667'2.8 MI SW FROM GARNER.
 EZ2667'TO REACH THE STATION FROM THE WYE INTERSECTION OF SR 2713 (VANDORA
 EZ2667'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG
 EZ2667'SR 2711 FOR 1.0 MILE TO STATION ON RIGHT IN SHOULDER DIRECTLY
 EZ2667'ACROSS ROAD FROM JOHN BRITTINGS BRICK RESIDENCE, AND 0.45 MILE
 EZ2667'NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON, 13.2 FEET SOUTHWEST OF
 EZ2667'CENTERLINE OF SR 2711, 24.4 FEET WEST-SOUTHWEST OF CENTERLINE
 EZ2667'INTERSECTION OF SR 2711 WITH CONCRETE DRIVE TO RESIDENCE, 38.6 FEET
 EZ2667'NORTH-NORTHWEST OF 4 INCH PINE WITH REFERENCE TAG, 58.9 FEET NORTHEAST
 EZ2667'OF 10 INCH PINE WITH REFERENCE TAG, AND 65.4 FEET EAST-SOUTHEAST
 EZ2667'OF 15 INCH PINE WITH REFERENCE TAG.
 EZ2667'THE MARK IS ABOVE LEVEL WITH ROAD.
 EZ2667
 EZ2667                          STATION RECOVERY (2005)
 EZ2667
 EZ2667'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2667'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2249 ***********************************************************************
 EB2249  DESIGNATION -  BRITTON
 EB2249  PID         -  EB2249
 EB2249  STATE/COUNTY-  NC/BRUNSWICK
 EB2249  USGS QUAD   -  FREELAND (1990)
 EB2249
 EB2249                         *CURRENT SURVEY CONTROL
 EB2249  ___________________________________________________________________
 EB2249* NAD 83(2001)-  34 06 10.07195(N)    078 32 00.47319(W)     ADJUSTED  
 EB2249* NAVD 88     -        16.     (meters)      52.     (feet)  SCALED    
 EB2249  ___________________________________________________________________
 EB2249  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 EB2249  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 EB2249  HORZ ORDER  -  SECOND
 EB2249
 EB2249.The horizontal coordinates were established by classical geodetic methods
 EB2249.and adjusted by the National Geodetic Survey in August 2005.
 EB2249
 EB2249.The orthometric height was scaled from a topographic map.
 EB2249
 EB2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2249
 EB2249.The geoid height was determined by GEOID03.
 EB2249
 EB2249;                    North         East     Units Scale Factor Converg.
 EB2249;SPC NC       -    39,239.307   652,652.921   MT  1.00007181   +0 16 09.4
 EB2249;SPC NC       -   128,737.63  2,141,245.46   sFT  1.00007181   +0 16 09.4
 EB2249;UTM  17      - 3,776,301.030   727,530.735   MT  1.00023822   +1 23 00.7
 EB2249
 EB2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2249!SPC NC       -   1.00000309  x   1.00007181  =   1.00007490
 EB2249!UTM  17      -   1.00000309  x   1.00023822  =   1.00024131
 EB2249
 EB2249|---------------------------------------------------------------------|
 EB2249| PID    Reference Object                     Distance      Geod. Az  |
 EB2249|                                                           dddmmss.s |
 EB2249| EB3178 BRITTON RM 1                         40.414 METERS 01714     |
 EB2249| EB3177 BRITTON AZ MK                                      0803554.9 |
 EB2249| EB3179 BRITTON RM 2                         31.580 METERS 08745     |
 EB2249|---------------------------------------------------------------------|
 EB2249
 EB2249                          SUPERSEDED SURVEY CONTROL
 EB2249
 EB2249  NAD 83(1986)-  34 06 10.07956(N)    078 32 00.48117(W) AD(       ) 2
 EB2249  NAD 27      -  34 06 09.46800(N)    078 32 01.44500(W) AD(       ) 2
 EB2249
 EB2249.Superseded values are not recommended for survey control.
 EB2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2249.See file dsdata.txt to determine how the superseded data were derived.
 EB2249
 EB2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2753176301(NAD 83)
 EB2249_MARKER: DS = TRIANGULATION STATION DISK
 EB2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2249_STAMPING: BRITTON 1942
 EB2249_MARK LOGO: CGS   
 EB2249_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2249+STABILITY: SURFACE MOTION
 EB2249
 EB2249  HISTORY     - Date     Condition        Report By
 EB2249  HISTORY     - 1942     MONUMENTED       CGS
 EB2249  HISTORY     - 1942     GOOD             CGS
 EB2249  HISTORY     - 19891013 SEE DESCRIPTION  NCGS
 EB2249  HISTORY     - 19991102 SEE DESCRIPTION  NCGS
 EB2249
 EB2249                          STATION DESCRIPTION
 EB2249
 EB2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2249'STATION IS ABOUT 2 MILES N AND 0.5 MILE E OF THE ASH POST
 EB2249'OFFICE, ON THE GROUNDS OF THE BRITTON BAPTIST CHURCH, 0.1 MILE
 EB2249'N OF A CROSS ROAD, 220 FEET SE OF A T-ROAD INTERSECTION, 95
 EB2249'FEET S OF THE SE CORNER OF CHURCH, 88 FEET E OF THE CENTER
 EB2249'LINE OF N-S ROAD, 7 FEET NE OF STANDARD REFERENCE POST.  MARK
 EB2249'PROJECTS 6 INCHES, AND IS STAMPED BRITTON 1942.
 EB2249'
 EB2249'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2249'STANDARD BRONZE DISKS SET IN CONCRETE.
 EB2249'
 EB2249'REFERENCE MARK NO.1 IS 132.59 FEET NNE OF THE STATION, 16
 EB2249'FEET E OF THE NE CORNER OF THE CHURCH, 25 FEET S OF CENTER
 EB2249'LINE OF T-ROAD E, PROJECTS 8 INCHES, AND IS STAMPED BRITTON
 EB2249'NO.1 1942.
 EB2249'
 EB2249'REFERENCE MARK NO.2 IS 103.61 FEET E OF THE STATION, 40 FEET
 EB2249'S OF S EDGE OF SMALL CEMETERY, 119 FEET SE OF SE CORNER OF
 EB2249'CHURCH, PROJECTS 4 INCHES, AND IS STAMPED BRITTON NO.2 1942.
 EB2249'
 EB2249'THE AZIMUTH MARK IS ABOUT 0.45 MILE E OF THE STATION, ON THE
 EB2249'S SIDE OF THE T-ROAD E, 45 FEET S OF THE CENTER LINE, 38 FEET
 EB2249'NW OF HIGH LINE POLE, 4 FEET SE OF STANDARD REFERENCE POST, 8 FEET
 EB2249'W OF A DIM TRAIL TO THE S, PROJECTS 8 INCHES, AND IS STAMPED
 EB2249'BRITTON 1942.
 EB2249'
 EB2249'TO REACH FROM THE ASH POST OFFICE, GO NE ON STATE HIGHWAY 130
 EB2249'FOR 2.4 MILES TO T-ROAD RIGHT JUST BEFORE COMING TO BRIDGE
 EB2249'OVER THE WACCAMAW RIVER, TURN RIGHT AND CONTINUE NORTHEASTERLY
 EB2249'1.0 MILE TO CROSSROADS, TURN LEFT AND GO 0.1 MILE TO THE
 EB2249'T-ROAD RIGHT AND BRITTON BAPTIST CHURCH ON THE RIGHT.
 EB2249'
 EB2249'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB2249
 EB2249                          STATION RECOVERY (1942)
 EB2249
 EB2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FLG)
 EB2249'STATION RECOVERED AS DESCRIBED, EXCEPT THAT STATION IS--
 EB2249'
 EB2249'95 FEET S OF THE SW CORNER OF CHURCH, INSTEAD OF SE CORNER.
 EB2249'
 EB2249'85 FEET E OF THE CENTER LINE OF N-S ROAD, INSTEAD OF 88 FEET.
 EB2249
 EB2249                          STATION RECOVERY (1989)
 EB2249
 EB2249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 EB2249'NOT FOUND, REFERENCES PLACE STATION UNDER CLASSROOM BUILDING BUILT IN
 EB2249'1979. RM 2 AND AZIMUTH MARK WERE NOT FOUND. BRITTON REFERENCE MARK NO
 EB2249'1 1942 WAS FOUND. RM 1 IS 10.0 FT (3.0 M) SOUTH OF A CHAIN LINK FENCE
 EB2249'CORNER OF CEMETERY AND 1.5 FT (0.5 M) NORTH OF POWER POLE WITH LAMP
 EB2249'AND REFERENCE TAG.
 EB2249
 EB2249                          STATION RECOVERY (1999)
 EB2249
 EB2249'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EB2249'NOT FOUND. NEW CHURCH BUILT IN 1966, DISTANCES PULL TO SIDEWALK. RM 1
 EB2249'FOUND IN GOOD CONDITION, RM 2 NOT FOUND, CEMETARY EXPANDED, BRITTON AZ
 EB2249'MK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH8270 ***********************************************************************
 AH8270  DESIGNATION -  BRITTON
 AH8270  PID         -  AH8270
 AH8270  STATE/COUNTY-  NC/CHEROKEE
 AH8270  USGS QUAD   -  ANDREWS (1990)
 AH8270
 AH8270                         *CURRENT SURVEY CONTROL
 AH8270  ___________________________________________________________________
 AH8270* NAD 83(2001)-  35 12 25.51495(N)    083 48 57.19909(W)     ADJUSTED  
 AH8270* NAVD 88     -       543.6    (meters)    1783.     (feet)  VERTCON   
 AH8270  ___________________________________________________________________
 AH8270  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 AH8270  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AH8270  HORZ ORDER  -  SECOND
 AH8270
 AH8270.The horizontal coordinates were established by classical geodetic methods
 AH8270.and adjusted by the National Geodetic Survey in August 2005.
 AH8270
 AH8270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH8270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH8270
 AH8270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8270
 AH8270.The geoid height was determined by GEOID03.
 AH8270
 AH8270;                    North         East     Units Scale Factor Converg.
 AH8270;SPC NC       -   172,268.186   171,305.761   MT  0.99987289   -2 46 46.5
 AH8270;SPC NC       -   565,183.21    562,025.65   sFT  0.99987289   -2 46 46.5
 AH8270;UTM  17      - 3,899,642.048   243,659.681   MT  1.00040989   -1 37 27.6
 AH8270
 AH8270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8270!SPC NC       -   0.99991914  x   0.99987289  =   0.99979204
 AH8270!UTM  17      -   0.99991914  x   1.00040989  =   1.00032899
 AH8270
 AH8270                          SUPERSEDED SURVEY CONTROL
 AH8270
 AH8270  NAD 83(1986)-  35 12 25.52540(N)    083 48 57.21016(W) AD(       ) 2
 AH8270  NGVD 29 (07/29/98)  543.6    (m)         1783.     (f) VERT ANG    3  
 AH8270
 AH8270.Superseded values are not recommended for survey control.
 AH8270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8270.See file dsdata.txt to determine how the superseded data were derived.
 AH8270
 AH8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4366099642(NAD 83)
 AH8270_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8270_STAMPING: BRITTON 1985
 AH8270_MARK LOGO: NCGS  
 AH8270_PROJECTION: FLUSH
 AH8270_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH8270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8270+STABILITY: SURFACE MOTION
 AH8270
 AH8270  HISTORY     - Date     Condition        Report By
 AH8270  HISTORY     - 1985     MONUMENTED       NCGS
 AH8270
 AH8270                          STATION DESCRIPTION
 AH8270
 AH8270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AH8270'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) NORTHEAST OF ANDREWS. ALONG
 AH8270'US 19-129 FOR 0.5 KM (0.3 MI) NORTHWEST FROM THE SOUTHERN RAILROAD
 AH8270'UNDERPASS (AT ANDREWS) TO THE SOUTHBOUND LANES BRIDGE OVER THE VALLEY
 AH8270'RIVER, AT THE NORTHWEST CORNER OF BRIDGE. STATION IS A STANDARD NCGS
 AH8270'DISK STAMPED---BRITTON 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 AH8270'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED 8.23 M (27.0
 AH8270'FT) NORTHWEST FROM THE CENTERLINE OF SOUTHBOUND LANES OF HIGHWAY, 0.82
 AH8270'M (2.7 FT) EAST-SOUTHEAST FROM THE NORTHWEST CORNER OF BRIDGE WITH
 AH8270'A-31 1979 TAG IMBEDDED, AND 20.94 M (68.7 FT) SOUTH-SOUTHEAST FROM A
 AH8270'RIGHT-OF-WAY FENCE BRACE POST WITH REFERENCE TAG. MARK IS LEVEL WITH
 AH8270'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2574 ***********************************************************************
 FX2574  DESIGNATION -  BRK L 944
 FX2574  PID         -  FX2574
 FX2574  STATE/COUNTY-  NC/HALIFAX
 FX2574  USGS QUAD   -  HALIFAX (1974)
 FX2574
 FX2574                         *CURRENT SURVEY CONTROL
 FX2574  ___________________________________________________________________
 FX2574* NAD 83(1986)-  36 17 59.     (N)    077 33 36.     (W)     SCALED    
 FX2574* NAVD 88     -        22.275  (meters)      73.08   (feet)  ADJUSTED  
 FX2574  ___________________________________________________________________
 FX2574  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 FX2574  DYNAMIC HT  -          22.257 (meters)      73.02  (feet)  COMP
 FX2574  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 FX2574
 FX2574  VERT ORDER  -  SECOND    CLASS II
 FX2574
 FX2574.The horizontal coordinates were scaled from a topographic map and have
 FX2574.an estimated accuracy of +/- 6 seconds.
 FX2574
 FX2574.The orthometric height was determined by differential leveling
 FX2574.and adjusted in June 1991.
 FX2574
 FX2574.The geoid height was determined by GEOID03.
 FX2574
 FX2574.The dynamic height is computed by dividing the NAVD 88
 FX2574.geopotential number by the normal gravity value computed on the
 FX2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2574.degrees latitude (g = 980.6199 gals.).
 FX2574
 FX2574.The modeled gravity was interpolated from observed gravity values.
 FX2574
 FX2574;                    North         East    Units  Estimated Accuracy
 FX2574;SPC NC       -   283,800.      738,940.      MT  (+/- 180 meters Scaled)
 FX2574
 FX2574                          SUPERSEDED SURVEY CONTROL
 FX2574
 FX2574  NGVD 29 (??/??/92)   22.588  (m)           74.11   (f) ADJ UNCH    2 2
 FX2574
 FX2574.Superseded values are not recommended for survey control.
 FX2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2574.See file dsdata.txt to determine how the superseded data were derived.
 FX2574
 FX2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF701202(NAD 83)
 FX2574_MARKER: DD = SURVEY DISK
 FX2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2574_STAMPING: BRK L-944
 FX2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2574+STABILITY: SURFACE MOTION
 FX2574
 FX2574  HISTORY     - Date     Condition        Report By
 FX2574  HISTORY     - UNK      MONUMENTED       NCGS
 FX2574  HISTORY     - 1975     GOOD             NCGS
 FX2574  HISTORY     - 1987     GOOD             USPSQD
 FX2574
 FX2574                          STATION DESCRIPTION
 FX2574
 FX2574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2574'2.6 MI SE FROM HALIFAX.
 FX2574'TO REACH STATION FROM THE INTERSECTION OF US 301 WITH NC 561 EAST,
 FX2574'PROCEED EAST ALONG NC 561 FOR 2.05 MILES TO A DIRT ROAD LEADING SOUTH
 FX2574'AND STATION ON LEFT OF INTERSECTION, AND 0.2 MILE WEST OF ENTRANCE TO
 FX2574'SYCAMORE SHORES.  49.8 FT. NNE OF C/L OF NC 561, 2.1 FT. NE OF 36 IN.
 FX2574'SWEETGUM WITH ALUMINUM REF. TAG, 12.3 FT. SOUTH OF 16 IN. PINE WITH
 FX2574'ALUMINUM REF. TAG, 2.5 FT. NNW OF PROPERTY IRON.  DISK IS SET IN TOP
 FX2574'OF CONCRETE CYLINDER, PROJECTING 12 INCHES ABOVE THE SURFACE OF THE
 FX2574'GROUND.
 FX2574
 FX2574                          STATION RECOVERY (1987)
 FX2574
 FX2574'RECOVERY NOTE BY US POWER SQUADRON 1987 (JEH)
 FX2574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0098 ***********************************************************************
 FA0098  DESIGNATION -  BROAD
 FA0098  PID         -  FA0098
 FA0098  STATE/COUNTY-  NC/GUILFORD
 FA0098  USGS QUAD   -  HIGH POINT WEST (1993)
 FA0098
 FA0098                         *CURRENT SURVEY CONTROL
 FA0098  ___________________________________________________________________
 FA0098* NAD 83(2001)-  35 57 28.16180(N)    080 00 20.32591(W)     ADJUSTED  
 FA0098* NAVD 88     -       285.080  (meters)     935.30   (feet)  ADJUSTED  
 FA0098  ___________________________________________________________________
 FA0098  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 FA0098  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 FA0098  DYNAMIC HT  -         284.832 (meters)     934.49  (feet)  COMP
 FA0098  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 FA0098
 FA0098  HORZ ORDER  -  SECOND
 FA0098  VERT ORDER  -  FIRST     CLASS I
 FA0098
 FA0098.The horizontal coordinates were established by classical geodetic methods
 FA0098.and adjusted by the National Geodetic Survey in August 2005.
 FA0098
 FA0098.The orthometric height was determined by differential leveling
 FA0098.and adjusted in June 1991.
 FA0098.WARNING-Repeat measurements at this control monument indicate possible
 FA0098.vertical movement.
 FA0098
 FA0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0098
 FA0098.The geoid height was determined by GEOID03.
 FA0098
 FA0098.The dynamic height is computed by dividing the NAVD 88
 FA0098.geopotential number by the normal gravity value computed on the
 FA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0098.degrees latitude (g = 980.6199 gals.).
 FA0098
 FA0098.The modeled gravity was interpolated from observed gravity values.
 FA0098
 FA0098;                    North         East     Units Scale Factor Converg.
 FA0098;SPC NC       -   245,380.494   518,886.436   MT  0.99994840   -0 34 49.5
 FA0098;SPC NC       -   805,052.50  1,702,379.92   sFT  0.99994840   -0 34 49.5
 FA0098;UTM  17      - 3,979,727.301   589,667.860   MT  0.99969907   +0 35 02.1
 FA0098
 FA0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0098!SPC NC       -   0.99996015  x   0.99994840  =   0.99990855
 FA0098!UTM  17      -   0.99996015  x   0.99969907  =   0.99965923
 FA0098
 FA0098|---------------------------------------------------------------------|
 FA0098| PID    Reference Object                     Distance      Geod. Az  |
 FA0098|                                                           dddmmss.s |
 FA0098| FA1612 HEER                                296.638 METERS 16327     |
 FA0098| EZ2249 TRUST                               APPROX. 0.8 KM 1701612.2 |
 FA0098|---------------------------------------------------------------------|
 FA0098
 FA0098                          SUPERSEDED SURVEY CONTROL
 FA0098
 FA0098  NAD 83(1986)-  35 57 28.16806(N)    080 00 20.33613(W) AD(       ) 2
 FA0098  NAD 27      -  35 57 27.67366(N)    080 00 21.19407(W) AD(       ) 2
 FA0098  NGVD 29 (??/??/92)  285.306  (m)          936.04   (f) ADJ UNCH    1 1
 FA0098
 FA0098.Superseded values are not recommended for survey control.
 FA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0098.See file dsdata.txt to determine how the superseded data were derived.
 FA0098
 FA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8966879727(NAD 83)
 FA0098_MARKER: DE = TRAVERSE STATION DISK
 FA0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0098_SP_SET: SIDEWALK
 FA0098_STAMPING: BROAD 1967
 FA0098_MARK LOGO: NCGS  
 FA0098_PROJECTION: FLUSH
 FA0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0098+STABILITY: SURFACE MOTION
 FA0098
 FA0098  HISTORY     - Date     Condition        Report By
 FA0098  HISTORY     - 1967     MONUMENTED       NCGS
 FA0098  HISTORY     - 1967     GOOD             NCGS
 FA0098  HISTORY     - 1979     GOOD             LOCSUR
 FA0098  HISTORY     - 19940224 SEE DESCRIPTION  NCGS
 FA0098  HISTORY     - 20040509 MARK NOT FOUND   USPSQD
 FA0098
 FA0098                          STATION DESCRIPTION
 FA0098
 FA0098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA0098'BROAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA0098'ESTABLISHED IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA0098'
 FA0098'BROAD IS IN THE CENTER OF HIGH POINT.  ON THE EAST SIDEWALK
 FA0098'OF U.S. 311 (N. MAIN ST.) AT THE NORTH SIDE OF U.S. 311
 FA0098'OVERPASS OVER SOUTHERN RAILROAD ON TANGENT WITH SOUTH SIDE OF
 FA0098'W. BROAD ST. INTERSECTION WITH U.S. 311 (N. MAIN ST.) AND IN
 FA0098'FRONT OF CENTRAL SAVINGS BANK.
 FA0098'
 FA0098'STATION MARK IS A STANDARD N. C. TRAVERSE DISK, STAMPED BROAD
 FA0098'1967, CEMENTED IN THE SIDEWALK WHICH IS FLUSH WITH THE SIDEWALK.
 FA0098'
 FA0098'MARK IS
 FA0098'
 FA0098'2.3 FT E OF E CURB OF U.S. 311 (N. MAIN ST.)
 FA0098'
 FA0098'14.7 FT WNW OF NW CORNER OF LAMP POST BASE AT NE END OF OVERPASS
 FA0098'
 FA0098'33.8 FT S OF FIRE HYDRANT
 FA0098'
 FA0098'33.2 FT W OF PP BETWEEN CENTRAL SAVINGS BANK AND RR WITH
 FA0098'ALUMINUM REF. TAG
 FA0098'
 FA0098'2.3 FT SE OF GAS VALVE COVER
 FA0098'
 FA0098'18.7 FT WSW OF SW CORNER OF CENTRAL SAVINGS BANK
 FA0098
 FA0098                          STATION RECOVERY (1967)
 FA0098
 FA0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967
 FA0098'AT HIGH POINT.
 FA0098'AT HIGH POINT, 100 FEET NORTH-NORTHEAST AND ACROSS NORTH MAIN
 FA0098'STREET FROM THE SOUTHERN RAILWAY COMPANY RAILROAD STATION, AT
 FA0098'THE EAST CORNER OF THE INTERSECTION OF WEST BROAD AVENUE AND
 FA0098'NORTH MAIN STREET, 3 1/2 FEET NORTHWEST OF THE NORTHWEST CONCRETE
 FA0098'ABUTMENT OF THE NORTH MAIN STREET OVERPASS FOR THE SOUTHERN
 FA0098'RAILWAY COMPANY RAILROAD, SET IN THE TOP OF A CONCRETE SIDEWALK,
 FA0098'2 FEET NORTHEAST OF THE NORTHEAST CURB OF NORTH MAIN STREET, 19
 FA0098'FEET SOUTHWEST OF THE SOUTH CORNER OF THE CENTRAL SAVINGS BANK
 FA0098'BUILDING, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF NORTH MAIN STREET.
 FA0098
 FA0098                          STATION RECOVERY (1979)
 FA0098
 FA0098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 FA0098'THE SIDEWALKS ON SOUTH MAIN STREET WILL BE REMOVED IN EARLY 1980
 FA0098'AND STATION WILL BE DESTROYED AT THAT TIME.
 FA0098
 FA0098                          STATION RECOVERY (1994)
 FA0098
 FA0098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA0098'NOT FOUND--A LARGE BRICK PLANTER HAS BEEN BUILT ON THE SITE AND THE
 FA0098'MARK MAY BE DESTROYED.
 FA0098
 FA0098                          STATION RECOVERY (2004)
 FA0098
 FA0098'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1371 ***********************************************************************
 FA1371  DESIGNATION -  BROAD
 FA1371  PID         -  FA1371
 FA1371  STATE/COUNTY-  NC/RUTHERFORD
 FA1371  USGS QUAD   -  FOREST CITY (1993)
 FA1371
 FA1371                         *CURRENT SURVEY CONTROL
 FA1371  ___________________________________________________________________
 FA1371* NAD 83(2001)-  35 19 07.89874(N)    081 48 55.69176(W)     ADJUSTED  
 FA1371* NAVD 88     -       256.866  (meters)     842.73   (feet)  ADJUSTED  
 FA1371  ___________________________________________________________________
 FA1371  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 FA1371  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA1371  DYNAMIC HT  -         256.612 (meters)     841.90  (feet)  COMP
 FA1371  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 FA1371
 FA1371  HORZ ORDER  -  SECOND
 FA1371  VERT ORDER  -  SECOND    CLASS II
 FA1371
 FA1371.The horizontal coordinates were established by classical geodetic methods
 FA1371.and adjusted by the National Geodetic Survey in August 2005.
 FA1371
 FA1371.The orthometric height was determined by differential leveling
 FA1371.and adjusted in June 1991.
 FA1371
 FA1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1371
 FA1371.The geoid height was determined by GEOID03.
 FA1371
 FA1371.The dynamic height is computed by dividing the NAVD 88
 FA1371.geopotential number by the normal gravity value computed on the
 FA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1371.degrees latitude (g = 980.6199 gals.).
 FA1371
 FA1371.The modeled gravity was interpolated from observed gravity values.
 FA1371
 FA1371;                    North         East     Units Scale Factor Converg.
 FA1371;SPC NC       -   177,663.599   353,649.904   MT  0.99987327   -1 37 30.0
 FA1371;SPC NC       -   582,884.66  1,160,266.39   sFT  0.99987327   -1 37 30.0
 FA1371;UTM  17      - 3,908,709.410   425,876.001   MT  0.99966771   -0 28 17.3
 FA1371
 FA1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1371!SPC NC       -   0.99996470  x   0.99987327  =   0.99983797
 FA1371!UTM  17      -   0.99996470  x   0.99966771  =   0.99963242
 FA1371
 FA1371:                Primary Azimuth Mark                     Grid Az
 FA1371:SPC NC       -  COWAN                                    281 30 31.7
 FA1371:UTM  17      -  COWAN                                    280 21 19.0
 FA1371
 FA1371|---------------------------------------------------------------------|
 FA1371| PID    Reference Object                     Distance      Geod. Az  |
 FA1371|                                                           dddmmss.s |
 FA1371| FA1372 COWAN                               APPROX. 0.7 KM 2795301.7 |
 FA1371|---------------------------------------------------------------------|
 FA1371
 FA1371                          SUPERSEDED SURVEY CONTROL
 FA1371
 FA1371  NAD 83(1986)-  35 19 07.91207(N)    081 48 55.69110(W) AD(       ) 2
 FA1371  NAD 27      -  35 19 07.46478(N)    081 48 56.33209(W) AD(       ) 2
 FA1371  NGVD 29 (??/??/92)  257.109  (m)          843.53   (f) ADJ UNCH    2 2
 FA1371
 FA1371.Superseded values are not recommended for survey control.
 FA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1371.See file dsdata.txt to determine how the superseded data were derived.
 FA1371
 FA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2587608709(NAD 83)
 FA1371_MARKER: DE = TRAVERSE STATION DISK
 FA1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1371_STAMPING: BROAD 1972
 FA1371_MARK LOGO: NCGS  
 FA1371_PROJECTION: RECESSED 3 CENTIMETERS
 FA1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1371+STABILITY: SURFACE MOTION
 FA1371
 FA1371  HISTORY     - Date     Condition        Report By
 FA1371  HISTORY     - 1972     MONUMENTED       NCGS
 FA1371  HISTORY     - 19731001 GOOD             NCGS
 FA1371  HISTORY     - 19830101 GOOD             NCGS
 FA1371  HISTORY     - 19960524 GOOD             USPSQD
 FA1371
 FA1371                          STATION DESCRIPTION
 FA1371
 FA1371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA1371'BROAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1371'VICINITY OF FOREST CITY, NORTH CAROLINA.
 FA1371'
 FA1371'BROAD IS LOCATED APPROXIMATELY 2.8 MILES ESE OF FOREST CITY AND 3.3
 FA1371'MILES WEST OF ELLENBORO.  TO REACH STATION FROM INTERSECTION OF US
 FA1371'74 BYPASS WITH US 221A NEAR FOREST CITY, PROCEED EAST ALONG US 74
 FA1371'FOR 2.4 MILES TO STATION ON THE LEFT, 0.45 MILE FROM SECOND BROAD
 FA1371'RIVER BRIDGE, AND APPROXIMATELY 125 FEET UP EAST END OF CUT.
 FA1371'
 FA1371'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROAD
 FA1371'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1371'1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1371'
 FA1371'MARK IS
 FA1371'60.5 FEET NNE OF C/L OF US 74 BYPASS W BOUND LANE.
 FA1371'186.4 FEET NW OF WESTERNMOST GUARD RAIL.
 FA1371'55.5 FEET W OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 FA1371'28.9 FEET SSW OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 FA1371'72.0 FEET SSE OF CENTER BRACE POLE (METAL) OF FENCE.
 FA1371
 FA1371                          STATION RECOVERY (1973)
 FA1371
 FA1371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1371'2.8 MI ESE OF FOREST CITY.
 FA1371'TO REACH STATION FROM THE US 221A OVERPASS OF US 74 BYPASS SOUTH OF
 FA1371'FOREST CITY, PROCEED EAST ALONG US 74 BYPASS FOR 2.4 MILES TO STATION
 FA1371'ON LEFT ON TOP OF NORTH BANK, 0.45 MILE EAST OF SECOND BROAD RIVER
 FA1371'BRIDGE, AND APPROXIMATELY 125 FEET UP EAST END OF CUT.  60.5 FEET
 FA1371'NORTH-NORTHEAST OF CENTERLINE OF US 74 BYPASS WESTBOUND LANE, 186.4
 FA1371'FEET NORTHWEST OF WESTERNMOST GUARDRAIL, 55.5 FEET WEST OF 8-INCH PINE
 FA1371'WITH ALUMINUM REFERENCE TAG, 28.9 FEET SOUTH-SOUTHWEST OF 10-INCH PINE
 FA1371'WITH ALUMINUM REFERENCE TAG AND 72.0 FEET SOUTH-SOUTHEAST OF CENTER
 FA1371'BRACE POLE (METAL) OF FENCE.  DISK IS SET IN CONCRETE POST, 1 INCH
 FA1371'BELOW THE GROUND.
 FA1371
 FA1371                          STATION RECOVERY (1983)
 FA1371
 FA1371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA1371'RECOVERED AS DESCRIBED.
 FA1371
 FA1371                          STATION RECOVERY (1996)
 FA1371
 FA1371'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0084 ***********************************************************************
 FZ0084  DESIGNATION -  BROAD
 FZ0084  PID         -  FZ0084
 FZ0084  STATE/COUNTY-  NC/FORSYTH
 FZ0084  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 FZ0084
 FZ0084                         *CURRENT SURVEY CONTROL
 FZ0084  ___________________________________________________________________
 FZ0084* NAD 83(2001)-  36 05 31.72525(N)    080 15 06.44884(W)     ADJUSTED  
 FZ0084* NAVD 88     -       277.421  (meters)     910.17   (feet)  ADJUSTED  
 FZ0084  ___________________________________________________________________
 FZ0084  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 FZ0084  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 FZ0084  DYNAMIC HT  -         277.166 (meters)     909.34  (feet)  COMP
 FZ0084  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FZ0084
 FZ0084  HORZ ORDER  -  SECOND
 FZ0084  VERT ORDER  -  SECOND    CLASS 0
 FZ0084
 FZ0084.The horizontal coordinates were established by classical geodetic methods
 FZ0084.and adjusted by the National Geodetic Survey in August 2005.
 FZ0084
 FZ0084.The orthometric height was determined by differential leveling
 FZ0084.and adjusted in June 1991.
 FZ0084
 FZ0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0084
 FZ0084.The geoid height was determined by GEOID03.
 FZ0084
 FZ0084.The dynamic height is computed by dividing the NAVD 88
 FZ0084.geopotential number by the normal gravity value computed on the
 FZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0084.degrees latitude (g = 980.6199 gals.).
 FZ0084
 FZ0084.The modeled gravity was interpolated from observed gravity values.
 FZ0084
 FZ0084;                    North         East     Units Scale Factor Converg.
 FZ0084;SPC NC       -   260,535.655   496,871.779   MT  0.99998005   -0 43 21.0
 FZ0084;SPC NC       -   854,774.06  1,630,153.49   sFT  0.99998005   -0 43 21.0
 FZ0084;UTM  17      - 3,994,427.944   567,356.323   MT  0.99965590   +0 26 26.8
 FZ0084
 FZ0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0084!SPC NC       -   0.99996159  x   0.99998005  =   0.99994164
 FZ0084!UTM  17      -   0.99996159  x   0.99965590  =   0.99961750
 FZ0084
 FZ0084:                Primary Azimuth Mark                     Grid Az
 FZ0084:SPC NC       -  CAMEL                                    045 06 47.2
 FZ0084:UTM  17      -  CAMEL                                    043 56 59.4
 FZ0084
 FZ0084|---------------------------------------------------------------------|
 FZ0084| PID    Reference Object                     Distance      Geod. Az  |
 FZ0084|                                                           dddmmss.s |
 FZ0084| FZ1467 CAMEL                               APPROX. 1.0 KM 0442326.2 |
 FZ0084|---------------------------------------------------------------------|
 FZ0084
 FZ0084                          SUPERSEDED SURVEY CONTROL
 FZ0084
 FZ0084  NAD 83(1993)-  36 05 31.73159(N)    080 15 06.45552(W) AD(       ) 2
 FZ0084  NAD 83(1986)-  36 05 31.73133(N)    080 15 06.45520(W) AD(       ) 2
 FZ0084  NAD 27      -  36 05 31.23528(N)    080 15 07.27849(W) AD(       ) 2
 FZ0084  NGVD 29 (??/??/92)  277.625  (m)          910.84   (f) ADJ UNCH    2 0
 FZ0084
 FZ0084.Superseded values are not recommended for survey control.
 FZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0084.See file dsdata.txt to determine how the superseded data were derived.
 FZ0084
 FZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6735694428(NAD 83)
 FZ0084_MARKER: DE = TRAVERSE STATION DISK
 FZ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0084_STAMPING: BROAD 1962
 FZ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0084+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 FZ0084
 FZ0084  HISTORY     - Date     Condition        Report By
 FZ0084  HISTORY     - 1962     MONUMENTED       NCGS
 FZ0084  HISTORY     - 1972     GOOD             NCGS
 FZ0084  HISTORY     - 1983     GOOD             USPSQD
 FZ0084  HISTORY     - 1983     GOOD             USPSQD
 FZ0084  HISTORY     - 20030406 GOOD             USPSQD
 FZ0084  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 FZ0084  HISTORY     - 20051111 GOOD             USPSQD
 FZ0084
 FZ0084                          STATION DESCRIPTION
 FZ0084
 FZ0084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ0084'BROAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FZ0084'WINSTON-SALEM, NORTH CAROLINA.
 FZ0084'
 FZ0084'STATION IS 0.8 MILE SW OF THE CENTER OF WINSTON-SALEM, 85 FT
 FZ0084'N OF CENTER OF INTERSTATE 40 AND 35 FT E OF C/L OF BROAD
 FZ0084'STREET.  IT IS 3 FT E OF EAST EDGE OF SIDEWALK AND 14 FT N OF
 FZ0084'THE NE GUARD RAIL OF BRIDGE OVER INTERSTATE 40.
 FZ0084'
 FZ0084'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0084'BROAD 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0084'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ0084'
 FZ0084'MARK IS
 FZ0084'
 FZ0084'36.5 FT E OF C/L OF BROAD ST.
 FZ0084'
 FZ0084'9.10 FT E OF 3 LEAD NAILS IN POWER POLE
 FZ0084'
 FZ0084'14.55 FT N OF W BOLT (3/8) HOLDING BRIDGE GUARD RAIL
 FZ0084'
 FZ0084'13.1 FT N OF END FENCE POST - TOP POINT.
 FZ0084'
 FZ0084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ0084
 FZ0084                          STATION RECOVERY (1972)
 FZ0084
 FZ0084'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FZ0084'IN WINSTON-SALEM.
 FZ0084'TO REACH STATION FROM THE INTERSECTION OF U.S. 52, NC 8 AND
 FZ0084'I40, PROCEED WEST ALONG I40 FOR 01.15 MILE TO BROAD STREET
 FZ0084'BRIDGE OVER I40, AND STATION NEAR THE NE CORNER OF BRIDGE,
 FZ0084'36.5 FEET NE OF C/L OF BROAD STREET, 08.7 FEET NE OF PP WITH
 FZ0084'ALUMINUM REF. TAG, 14.5 FEET NNW OF NORTH END OF EAST GUARD
 FZ0084'RAIL, 13.1 FEET NNW OF TOP OF END FENCE POST, 39.8 FEET SOUTH
 FZ0084'OF 10 INCH OAK WITH ALUMINUM REF. TAG.  DISK IS SET FLUSH WITH
 FZ0084'THE GROUND.
 FZ0084
 FZ0084                          STATION RECOVERY (1983)
 FZ0084
 FZ0084'RECOVERY NOTE BY US POWER SQUADRON 1983 (PGH)
 FZ0084'BROAD 1962 IN VERY GOOD CONDITION.  FLUSH WITH GROUND.  THE
 FZ0084'DESCRIPTION OF ITS LOCATION IS EXACTLY CORRECT.
 FZ0084
 FZ0084                          STATION RECOVERY (1983)
 FZ0084
 FZ0084'RECOVERY NOTE BY US POWER SQUADRON 1983
 FZ0084'RECOVERED IN GOOD CONDITION.
 FZ0084
 FZ0084                          STATION RECOVERY (2003)
 FZ0084
 FZ0084'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 FZ0084'RECOVERED IN GOOD CONDITION.
 FZ0084
 FZ0084                          STATION RECOVERY (2004)
 FZ0084
 FZ0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FZ0084'MARK NOT FOUND.
 FZ0084
 FZ0084                          STATION RECOVERY (2005)
 FZ0084
 FZ0084'RECOVERY NOTE BY US POWER SQUADRON 2005
 FZ0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2810 ***********************************************************************
 FA2810  DESIGNATION -  BROAD
 FA2810  PID         -  FA2810
 FA2810  STATE/COUNTY-  NC/IREDELL
 FA2810  USGS QUAD   -  STATESVILLE EAST (1993)
 FA2810
 FA2810                         *CURRENT SURVEY CONTROL
 FA2810  ___________________________________________________________________
 FA2810* NAD 83(2001)-  35 47 30.15547(N)    080 51 45.70460(W)     ADJUSTED  
 FA2810* NAVD 88     -       244.6    (meters)     802.     (feet)  VERTCON   
 FA2810  ___________________________________________________________________
 FA2810  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FA2810  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 FA2810  HORZ ORDER  -  SECOND
 FA2810
 FA2810.The horizontal coordinates were established by classical geodetic methods
 FA2810.and adjusted by the National Geodetic Survey in August 2005.
 FA2810
 FA2810.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2810
 FA2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2810
 FA2810.The geoid height was determined by GEOID03.
 FA2810
 FA2810;                    North         East     Units Scale Factor Converg.
 FA2810;SPC NC       -   228,070.554   441,237.051   MT  0.99991689   -1 04 30.3
 FA2810;SPC NC       -   748,261.48  1,447,625.22   sFT  0.99991689   -1 04 30.3
 FA2810;UTM  17      - 3,960,855.128   512,407.371   MT  0.99960190   +0 04 49.1
 FA2810
 FA2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2810!SPC NC       -   0.99996665  x   0.99991689  =   0.99988354
 FA2810!UTM  17      -   0.99996665  x   0.99960190  =   0.99956856
 FA2810
 FA2810:                Primary Azimuth Mark                     Grid Az
 FA2810:SPC NC       -  DEBBY                                    007 28 52.4
 FA2810:UTM  17      -  DEBBY                                    006 19 33.0
 FA2810
 FA2810|---------------------------------------------------------------------|
 FA2810| PID    Reference Object                     Distance      Geod. Az  |
 FA2810|                                                           dddmmss.s |
 FA2810| FA2809 DEBBY                               APPROX. 1.2 KM 0062422.1 |
 FA2810| FA2806 STATESVILLE RAD STA WDBM TOW        APPROX. 0.8 KM 0765512.5 |
 FA2810|---------------------------------------------------------------------|
 FA2810
 FA2810                          SUPERSEDED SURVEY CONTROL
 FA2810
 FA2810  NAD 83(1986)-  35 47 30.16504(N)    080 51 45.71267(W) AD(       ) 2
 FA2810  NAD 27      -  35 47 29.68290(N)    080 51 46.45802(W) AD(       ) 2
 FA2810  NGVD 29 (07/19/86)  244.8    (m)          803.     (f) VERT ANG    3  
 FA2810
 FA2810.Superseded values are not recommended for survey control.
 FA2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2810.See file dsdata.txt to determine how the superseded data were derived.
 FA2810
 FA2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1240760855(NAD 83)
 FA2810_MARKER: DE = TRAVERSE STATION DISK
 FA2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2810_STAMPING: BROAD 1973
 FA2810_MARK LOGO: NCGS  
 FA2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2810+STABILITY: SURFACE MOTION
 FA2810
 FA2810  HISTORY     - Date     Condition        Report By
 FA2810  HISTORY     - 1973     MONUMENTED       NCGS
 FA2810
 FA2810                          STATION DESCRIPTION
 FA2810
 FA2810'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2810'BROAD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2810'VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2810'
 FA2810'BROAD IS LOCATED IN EAST SECTION OF STATESVILLE, AND 1.5 MILES ENE OF
 FA2810'THE COURTHOUSE.  TO REACH STATION FROM THE I-77 OVERPASS OF I-40
 FA2810'NE OF STATESVILLE.  PROCEED SOUTH ALONG I-77 FOR 1.30 MILES TO
 FA2810'STATION ON THE RIGHT, APPROXIMATELY 150 FT NORTH OF THE SR 2321
 FA2810'OVERPASS (BROAD STREET).
 FA2810'
 FA2810'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BROAD
 FA2810'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FA2810'INCH BELOW THE GROUND.
 FA2810'
 FA2810'MARK IS 28.6 FT W OF C/L OF SOUTH BOUND LANE OF I-77.
 FA2810'
 FA2810'163.0 FT N OF NORTH SIDE OF NORTHERNMOST BRIDGE PILING AT WEST SIDE
 FA2810'OF I-77.
 FA2810'
 FA2810'84.8 FT NE OF GAS LINE MARKER POST (METAL).
 FA2810'
 FA2810'143.0 FT S OF SOUTH POINT OF TRAFFIC ISLAND AT INTERSECTION OF
 FA2810'ENTRANCE RAMP AND I-77.
 FA2810'
 FA2810'02.6 FT W OF INSIDE OF CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3711 ***********************************************************************
 EY3711  DESIGNATION -  BROAD
 EY3711  PID         -  EY3711
 EY3711  STATE/COUNTY-  NC/PAMLICO
 EY3711  USGS QUAD   -  UPPER BROAD CREEK (1994)
 EY3711
 EY3711                         *CURRENT SURVEY CONTROL
 EY3711  ___________________________________________________________________
 EY3711* NAD 83(2001)-  35 02 40.78322(N)    076 56 44.97288(W)     ADJUSTED  
 EY3711* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3711  ___________________________________________________________________
 EY3711  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EY3711  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EY3711  HORZ ORDER  -  SECOND
 EY3711
 EY3711.The horizontal coordinates were established by classical geodetic methods
 EY3711.and adjusted by the National Geodetic Survey in August 2005.
 EY3711
 EY3711.The orthometric height was scaled from a topographic map.
 EY3711
 EY3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3711
 EY3711.The geoid height was determined by GEOID03.
 EY3711
 EY3711;                    North         East     Units Scale Factor Converg.
 EY3711;SPC NC       -   145,555.706   796,985.041   MT  0.99987909   +1 11 08.2
 EY3711;SPC NC       -   477,544.01  2,614,775.09   sFT  0.99987909   +1 11 08.2
 EY3711;UTM  18      - 3,879,726.788   322,524.991   MT  0.99998820   -1 07 03.4
 EY3711
 EY3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3711!SPC NC       -   1.00000576  x   0.99987909  =   0.99988485
 EY3711!UTM  18      -   1.00000576  x   0.99998820  =   0.99999396
 EY3711
 EY3711|---------------------------------------------------------------------|
 EY3711| PID    Reference Object                     Distance      Geod. Az  |
 EY3711|                                                           dddmmss.s |
 EY3711| EY4823 BROAD RM 2                           13.000 METERS 03537     |
 EY3711| EY4822 BROAD RM 1                           16.080 METERS 11720     |
 EY3711| EA2113 OTTER CREEK LIGHT                   APPROX. 5.0 KM 1780827.0 |
 EY3711| EY3735 HAMPTON SHOAL LIGHT                 APPROX. 3.2 KM 2222102.6 |
 EY3711|---------------------------------------------------------------------|
 EY3711
 EY3711                          SUPERSEDED SURVEY CONTROL
 EY3711
 EY3711  NAD 83(1986)-  35 02 40.79436(N)    076 56 44.98301(W) AD(       ) 2
 EY3711  NAD 27      -  35 02 40.22100(N)    076 56 46.18200(W) AD(       ) 2
 EY3711
 EY3711.Superseded values are not recommended for survey control.
 EY3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3711.See file dsdata.txt to determine how the superseded data were derived.
 EY3711
 EY3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2252579727(NAD 83)
 EY3711_MARKER: DS = TRIANGULATION STATION DISK
 EY3711_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3711_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3711
 EY3711  HISTORY     - Date     Condition        Report By
 EY3711  HISTORY     - 1932     MONUMENTED       CGS
 EY3711  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3711
 EY3711                          STATION DESCRIPTION
 EY3711
 EY3711'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3711'STATION IS ON NEUSE RIVER, ON MORE SOUTHEASTERLY POINT ON SPIT,
 EY3711'BETWEEN UPPER BROAD CREEK AND GOOSE CREEK, IN HARD GROUND IN CLUMP
 EY3711'OF SEVEN CEDAR TREES AT OUTER EDGE OF SCATTERED PINE AND HICKORY
 EY3711'TREES.  STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 EY3711'CONCRETE AT THE CENTER OF THE TOP OF TILE.
 EY3711'STATION MARK PROJECTS 8 INCHES.  REFERENCE MARK NO.
 EY3711'1 PROJECTS 6 INCHES.
 EY3711'REFERENCE MARK NO. 2 PROJECTS 8 INCHES.
 EY3711'
 EY3711'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.5 METERS.
 EY3711
 EY3711                          STATION RECOVERY (1948)
 EY3711
 EY3711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3711'A THOROUGH SEARCH WAS MADE FOR THIS STATION BY TWO MEN.  NO
 EY3711'TRACE WAS FOUND OF STATION OR REFERENCE MARKS.  THE SHORELINE
 EY3711'APPEARS TO HAVE ERODED 40 TO 60 FEET IN THE PAST FEW YEARS.  IT
 EY3711'IS BELIEVED THE STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3919 ***********************************************************************
 EY3919  DESIGNATION -  BROAD
 EY3919  PID         -  EY3919
 EY3919  STATE/COUNTY-  NC/BEAUFORT
 EY3919  USGS QUAD   -  BLOUNTS BAY (1993)
 EY3919
 EY3919                         *CURRENT SURVEY CONTROL
 EY3919  ___________________________________________________________________
 EY3919* NAD 83(2001)-  35 29 29.15619(N)    076 57 35.61376(W)     ADJUSTED  
 EY3919* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3919  ___________________________________________________________________
 EY3919  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EY3919  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 EY3919  HORZ ORDER  -  THIRD
 EY3919
 EY3919.The horizontal coordinates were established by classical geodetic methods
 EY3919.and adjusted by the National Geodetic Survey in August 2005.
 EY3919
 EY3919.The orthometric height was scaled from a topographic map.
 EY3919
 EY3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3919
 EY3919.The geoid height was determined by GEOID03.
 EY3919
 EY3919;                    North         East     Units Scale Factor Converg.
 EY3919;SPC NC       -   195,079.738   794,683.565   MT  0.99988131   +1 10 39.0
 EY3919;SPC NC       -   640,024.11  2,607,224.33   sFT  0.99988131   +1 10 39.0
 EY3919;UTM  18      - 3,929,308.973   322,220.987   MT  0.99998949   -1 08 17.4
 EY3919
 EY3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3919!SPC NC       -   1.00000551  x   0.99988131  =   0.99988682
 EY3919!UTM  18      -   1.00000551  x   0.99998949  =   0.99999500
 EY3919
 EY3919                          SUPERSEDED SURVEY CONTROL
 EY3919
 EY3919  NAD 83(1986)-  35 29 29.16841(N)    076 57 35.62485(W) AD(       ) 3
 EY3919  NAD 27      -  35 29 28.57800(N)    076 57 36.81600(W) AD(       ) 3
 EY3919
 EY3919.Superseded values are not recommended for survey control.
 EY3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3919.See file dsdata.txt to determine how the superseded data were derived.
 EY3919
 EY3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2222129309(NAD 83)
 EY3919_MARKER: DS = TRIANGULATION STATION DISK
 EY3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY3919_STAMPING: BROAD 1935
 EY3919_MARK LOGO: CGS   
 EY3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3919+STABILITY: SURFACE MOTION
 EY3919
 EY3919  HISTORY     - Date     Condition        Report By
 EY3919  HISTORY     - 1935     MONUMENTED       CGS
 EY3919  HISTORY     - 1948     GOOD             CGS
 EY3919  HISTORY     - 19890729 POOR             USPSQD
 EY3919  HISTORY     - 20030515 MARK NOT FOUND   USPSQD
 EY3919
 EY3919                          STATION DESCRIPTION
 EY3919
 EY3919'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 EY3919'THIS INTERSECTION STATION IS ON THE W SIDE OF BROAD CREEK, ABOUT 1/2
 EY3919'MILE FROM ITS MOUTH AT A POINT EVIDENTLY ONCE USED AS A LANDING.  IT
 EY3919'IS 11 METERS FROM HIGH WATER LINE, 17 METERS S OF THE CENTER LINE
 EY3919'OF THE WOODS ROAD WHICH LEADS TO IT, 11.0 METERS E OF A TRIANGULAR
 EY3919'BLAZED 20 INCH PINE TREE, 12.3 METERS S OF A TRIANGULAR BLAZED 30
 EY3919'INCH PINE TREE.
 EY3919'
 EY3919'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EY3919'SURFACE MARK PROJECTS 8 INCHES.
 EY3919'
 EY3919'TO REACH FROM JUNCTION OF MAIN STREET AND ROUTE 264 IN WASHINGTON,
 EY3919'SET SPEEDOMETER AT 0.0 MILE HERE AND PROCEED SE ON MAIN STREET, AT
 EY3919'0.5 MILE TURN RIGHT OVER BRIDGE, AT 0.6 MILE TURN LEFT ONTO PARK
 EY3919'ROAD, AT 0.8 MILE TURN LEFT ON DIRT ROAD, AT 4.5 MILES TAKE RIGHT
 EY3919'FORK AT CWA SIGN AT 5.0 MILE STRAIGHT AHEAD AT T ROAD AT SHADY
 EY3919'BANKS SIGN, AT 5.2 MILES STRAIGHT AHEAD AT CROSS ROAD AT BULLFROG
 EY3919'CAMP SIGN, AT 5.5 MILES STRAIGHT AHEAD AT SUNNYSIDE SIGN, AT 5.6
 EY3919'MILES KEEP RIGHT FORK, AT 5.9 MILES STRAIGHT AHEAD AT T ROAD, AT 6.1
 EY3919'MILES TAKE LEFT FORK, AT 6.15 MILES COME TO CREEK BANK AND STATION.
 EY3919'
 EY3919'A 103 FOOT LIGHT STAND WAS BUILT OVER THIS STATION.
 EY3919
 EY3919                          STATION RECOVERY (1948)
 EY3919
 EY3919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3919'STATION WAS RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 EY3919'IS INADEQUATE, A NEW DESCRIPTION FOLLOWS.
 EY3919'
 EY3919'THIS INTERSECTION STATION IS ON THE W SIDE OF BROAD CREEK, ABOUT 1/2
 EY3919'MILE FROM ITS MOUTH, AT THE E END OF A DIRT ROAD CALLED RIVER ROAD,
 EY3919'FROM WASHINGTON PARK.  IT IS 9.5 METERS FROM MEAN HIGH WATER LINE,
 EY3919'11 METERS SE OF CENTER LINE OF THE DIRT ROAD, 11 METERS E OF A
 EY3919'TRIANGULAR BLAZED 24 INCH PINE, AND 12 METERS S OF A TRIANGULAR
 EY3919'BLAZED 30 INCH PINE (BLAZE ABOVE A 5 INCH VERTICAL GOUGE ON S
 EY3919'SIDE).
 EY3919'
 EY3919'STATION MARKS ARE BRONZE STATION DISKS SET IN CONCRETE.  SURFACE MARK
 EY3919'PROJECTS 5 INCHES ABOVE GROUND AND IS STAMPED BROAD 1935.
 EY3919'
 EY3919'TO REACH THE STATION FROM THE INTERSECTION OF MARKET AND MAIN STREETS
 EY3919'IN WASHINGTON, GO 5.0 MILES SE ON EAST MAIN STREET OVER BRIDGE TO
 EY3919'WASHINGTON PARK AND ALONG RIVER ROAD.  AT END OF PAVEMENT AND Y
 EY3919'DIRT ROAD INTERSECTION, GO E (RIGHT) FOR 0.3 MILE TO T ROAD AND
 EY3919'SIGN SHADY BANKS 1/2 MILE.  GO E (STRAIGHT) FOR 1.5 MILES ON MAIN
 EY3919'TRAVELED ROAD TO RIVER AND END OF ROAD AND STATION SITE.
 EY3919'
 EY3919'A 103 FOOT LIGHT STAND WAS BUILT OVER THIS STATION ORIGINALLY.
 EY3919
 EY3919                          STATION RECOVERY (1989)
 EY3919
 EY3919'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY3919'MARK RECOVERED IN POOR CONDITION.
 EY3919
 EY3919                          STATION RECOVERY (2003)
 EY3919
 EY3919'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EY3919'ROAD CHANGED. WOULD NOW BE IN WATER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3942 ***********************************************************************
 EY3942  DESIGNATION -  BROAD
 EY3942  PID         -  EY3942
 EY3942  STATE/COUNTY-  NC/BEAUFORT
 EY3942  USGS QUAD   -  BLOUNTS BAY (1993)
 EY3942
 EY3942                         *CURRENT SURVEY CONTROL
 EY3942  ___________________________________________________________________
 EY3942* NAD 83(2001)-  35 28 21.35397(N)    076 56 28.71249(W)     ADJUSTED  
 EY3942* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3942  ___________________________________________________________________
 EY3942  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EY3942  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 EY3942  HORZ ORDER  -  THIRD
 EY3942
 EY3942.The horizontal coordinates were established by classical geodetic methods
 EY3942.and adjusted by the National Geodetic Survey in August 2005.
 EY3942
 EY3942.The orthometric height was scaled from a topographic map.
 EY3942
 EY3942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3942
 EY3942.The geoid height was determined by GEOID03.
 EY3942
 EY3942;                    North         East     Units Scale Factor Converg.
 EY3942;SPC NC       -   193,025.627   796,412.598   MT  0.99987999   +1 11 17.6
 EY3942;SPC NC       -   633,284.91  2,612,897.00   sFT  0.99987999   +1 11 17.6
 EY3942;UTM  18      - 3,927,186.463   323,865.795   MT  0.99998232   -1 07 36.7
 EY3942
 EY3942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3942!SPC NC       -   1.00000584  x   0.99987999  =   0.99988583
 EY3942!UTM  18      -   1.00000584  x   0.99998232  =   0.99998816
 EY3942
 EY3942:                Primary Azimuth Mark                     Grid Az
 EY3942:SPC NC       -  MAUL POINT LIGHT                         136 12 44.5
 EY3942:UTM  18      -  MAUL POINT LIGHT                         138 31 38.8
 EY3942
 EY3942|---------------------------------------------------------------------|
 EY3942| PID    Reference Object                     Distance      Geod. Az  |
 EY3942|                                                           dddmmss.s |
 EY3942| EY3929 MAUL POINT LIGHT                    APPROX. 3.0 KM 1372402.1 |
 EY3942| EY3945 MAUL POINT 2                        APPROX. 3.0 KM 1514250.6 |
 EY3942| EY4821 BROAD RM                              9.880 METERS 35504     |
 EY3942|---------------------------------------------------------------------|
 EY3942
 EY3942                          SUPERSEDED SURVEY CONTROL
 EY3942
 EY3942  NAD 83(1986)-  35 28 21.37903(N)    076 56 28.69601(W) AD(       ) 3
 EY3942  NAD 27      -  35 28 20.78700(N)    076 56 29.88500(W) AD(       ) 3
 EY3942
 EY3942.Superseded values are not recommended for survey control.
 EY3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3942.See file dsdata.txt to determine how the superseded data were derived.
 EY3942
 EY3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2386627186(NAD 83)
 EY3942_MARKER: DS = TRIANGULATION STATION DISK
 EY3942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3942_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3942
 EY3942  HISTORY     - Date     Condition        Report By
 EY3942  HISTORY     - 1914     MONUMENTED       CGS
 EY3942  HISTORY     - 1933     GOOD             CGS
 EY3942  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3942  HISTORY     - 19890729 POOR             USPSQD
 EY3942
 EY3942                          STATION DESCRIPTION
 EY3942
 EY3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY3942'STATION IS ON THE N SIDE OF PAMLICO RIVER, ON THE ROUNDING
 EY3942'POINT BETWEEN BROAD AND UPPER GOOSE CREEKS, ON A SMALL AND
 EY3942'RATHER FLAT PIECE OF GROUND COVERED WITH TREES AND GRASS, ABOUT
 EY3942'12 YARDS FROM A SWAMP IN THE REAR, 6 YARDS FROM THE SHORE LINE
 EY3942'TO THE SE, AND 13 YARDS FROM THE SHORE LINE TO WESTWARD.
 EY3942'
 EY3942'THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3942'IN CONCRETE AT THE CENTER OF THE TOP OF TILE.
 EY3942'
 EY3942'THE REFERENCE MARK IS 9.88 METERS (32.4 FEET) FROM THE STATION
 EY3942'N 04 DEG 56 MIN W.  MAULS POINT LIGHT IS S 42 DEG 36 MIN E.
 EY3942
 EY3942                          STATION RECOVERY (1933)
 EY3942
 EY3942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3942'STATION AND REFERENCE MARKS RECOVERED.  THE STATION WILL SOON
 EY3942'BE LOST, AS IT IS AT THE WATERS EDGE.  THE REFERENCE MARK IS IN
 EY3942'GOOD CONDITION, AND IS USED AS A REFERENCE MARK FOR NEW STATION.
 EY3942'
 EY3942'A NEW STATION, UPPER WAS ESTABLISHED IN THE SAME LOCATION,
 EY3942'AND THE OLD STATION AND REFERENCE MARK ARE TIED TO IT.
 EY3942
 EY3942                          STATION RECOVERY (1948)
 EY3942
 EY3942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3942'STATION DESTROYED.  IT WAS FOUND LYING IN THE WATER.  THE DISK
 EY3942'WAS REMOVED FROM THE MONUMENT.
 EY3942
 EY3942                          STATION RECOVERY (1989)
 EY3942
 EY3942'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EY3942'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3774 ***********************************************************************
 AI3774  DESIGNATION -  BROAD
 AI3774  PID         -  AI3774
 AI3774  STATE/COUNTY-  NC/GRANVILLE
 AI3774  USGS QUAD   -  OXFORD (1984)
 AI3774
 AI3774                         *CURRENT SURVEY CONTROL
 AI3774  ___________________________________________________________________
 AI3774* NAD 83(2001)-  36 18 54.17606(N)    078 35 39.63966(W)     ADJUSTED  
 AI3774* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 AI3774  ___________________________________________________________________
 AI3774  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 AI3774  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AI3774  HORZ ORDER  -  SECOND
 AI3774
 AI3774.The horizontal coordinates were established by classical geodetic methods
 AI3774.and adjusted by the National Geodetic Survey in August 2005.
 AI3774
 AI3774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3774
 AI3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3774
 AI3774.The geoid height was determined by GEOID03.
 AI3774
 AI3774;                    North         East     Units Scale Factor Converg.
 AI3774;SPC NC       -   284,633.537   646,032.129   MT  1.00004479   +0 14 02.9
 AI3774;SPC NC       -   933,835.20  2,119,523.74   sFT  1.00004479   +0 14 02.9
 AI3774;UTM  17      - 4,021,578.914   715,969.479   MT  1.00017472   +1 25 30.9
 AI3774
 AI3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3774!SPC NC       -   0.99998200  x   1.00004479  =   1.00002679
 AI3774!UTM  17      -   0.99998200  x   1.00017472  =   1.00015672
 AI3774
 AI3774                          SUPERSEDED SURVEY CONTROL
 AI3774
 AI3774  NAD 83(1986)-  36 18 54.18212(N)    078 35 39.64751(W) AD(       ) 2
 AI3774  NGVD 29 (03/10/00)  146.8    (m)          482.     (f) VERT ANG    3  
 AI3774
 AI3774.Superseded values are not recommended for survey control.
 AI3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3774.See file dsdata.txt to determine how the superseded data were derived.
 AI3774
 AI3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1596921579(NAD 83)
 AI3774_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3774_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 AI3774_SP_SET: CONCRETE GUTTERING
 AI3774_STAMPING: BROAD 1984
 AI3774_MARK LOGO: NCGS  
 AI3774_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3774
 AI3774  HISTORY     - Date     Condition        Report By
 AI3774  HISTORY     - 1984     MONUMENTED       NCGS
 AI3774
 AI3774                          STATION DESCRIPTION
 AI3774
 AI3774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3774'STATION IS LOCATED IN OXFORD. ALONG BROAD STREET, 0.55 KMS (0.35
 AI3774'MILES) NORTH OF THE INTERSECTION WITH HILLSBORO STREET (US 15 SOUTH)
 AI3774'SET IN THE CONCRETE GUTTERING, ON THE WEST SIDE OF BROAD STREET AND AT
 AI3774'THE INTERSECTION OF HAYS STREET, AND ON THE PROLONGATION OF CENTERLINE
 AI3774'OF HAYS STREET. THE STATION IS A STANDARD NCGS DISK STAMPED---BROAD
 AI3774'1984---, SET IN A DRILLED HOLE.  LOCATED 5.9 METERS (19.4 FT) WEST
 AI3774'FROM THE CENTERLINE INTERSECTION OF BROAD AND HAYS STREETS 3.0 METERS
 AI3774'(9.8 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF A DRIVE TO 309 BROAD
 AI3774'STREET, 1.8 METERS (6.0 FT) EAST FROM A FIRE HYDRANT, 6.7 METERS (22.2
 AI3774'FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 AI3774'9.0 METERS (29.5 FT) WEST-SOUTHWEST FROM THE CENTER MANHOLE COVER IN
 AI3774'BROAD STREET, 6.4 METERS (21.1 FT) NORTH-NORTHWEST FROM A POWER POLE
 AI3774'WITH A REFERENCE TAG AND 2.5 METERS (8.2 FT) SOUTHEAST FROM A POWER
 AI3774'POLE WITH A REFERENCE TAG. MARK IS LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0479 ***********************************************************************
 EX0479  DESIGNATION -  BROAD CREEK
 EX0479  PID         -  EX0479
 EX0479  STATE/COUNTY-  NC/DARE
 EX0479  USGS QUAD   -  OREGON INLET (1983)
 EX0479
 EX0479                         *CURRENT SURVEY CONTROL
 EX0479  ___________________________________________________________________
 EX0479* NAD 83(2001)-  35 51 51.52441(N)    075 37 15.33834(W)     ADJUSTED  
 EX0479* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0479  ___________________________________________________________________
 EX0479  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EX0479  GEOID HEIGHT-         -38.97  (meters)                     GEOID03
 EX0479  HORZ ORDER  -  THIRD
 EX0479
 EX0479.The horizontal coordinates were established by classical geodetic methods
 EX0479.and adjusted by the National Geodetic Survey in August 2005.
 EX0479
 EX0479.The orthometric height was scaled from a topographic map.
 EX0479
 EX0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0479
 EX0479.The geoid height was determined by GEOID03.
 EX0479
 EX0479;                    North         East     Units Scale Factor Converg.
 EX0479;SPC NC       -   239,739.322   914,711.524   MT  0.99992963   +1 57 01.1
 EX0479;SPC NC       -   786,544.76  3,001,016.06   sFT  0.99992963   +1 57 01.1
 EX0479;UTM  18      - 3,969,076.846   443,941.241   MT  0.99963872   -0 21 49.6
 EX0479
 EX0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0479!SPC NC       -   1.00000601  x   0.99992963  =   0.99993564
 EX0479!UTM  18      -   1.00000601  x   0.99963872  =   0.99964472
 EX0479
 EX0479:                Primary Azimuth Mark                     Grid Az
 EX0479:SPC NC       -  BODIES ISLAND LIFE SAVING CUP            116 12 53.7
 EX0479:UTM  18      -  BODIES ISLAND LIFE SAVING CUP            118 31 44.4
 EX0479
 EX0479|---------------------------------------------------------------------|
 EX0479| PID    Reference Object                     Distance      Geod. Az  |
 EX0479|                                                           dddmmss.s |
 EX0479| EX0478 BODIES ISLAND LIFE SAVING CUP       APPROX. 6.4 KM 1180954.8 |
 EX0479| EX0477 BODIES ISLAND CLUB HOUSE CHIM       APPROX. 7.6 KM 1380142.0 |
 EX0479| EX0491 WANCHESE LONG HOUSE CENTER          APPROX. 1.6 KM 1554029.1 |
 EX0479| EX0492 WANCHESE WHARF HOUSE CENTER         APPROX. 3.3 KM 1710440.3 |
 EX0479| EX0527 WANCHESE CHURCH SPIRE               APPROX. 2.6 KM 2262429.1 |
 EX0479| EX0565 MANTEO COURTHOUSE FLAGPOLE          APPROX. 6.7 KM 3185418.5 |
 EX0479|---------------------------------------------------------------------|
 EX0479
 EX0479                          SUPERSEDED SURVEY CONTROL
 EX0479
 EX0479  NAD 83(1986)-  35 51 51.54295(N)    075 37 15.34569(W) AD(       ) 3
 EX0479  NAD 27      -  35 51 50.91000(N)    075 37 16.73000(W) AD(       ) 3
 EX0479
 EX0479.Superseded values are not recommended for survey control.
 EX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0479.See file dsdata.txt to determine how the superseded data were derived.
 EX0479
 EX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4394169077(NAD 83)
 EX0479_MARK LOGO: CGS   
 EX0479
 EX0479  HISTORY     - Date     Condition        Report By
 EX0479  HISTORY     - 1909     MONUMENTED       CGS
 EX0479  HISTORY     - 1933     MARK NOT FOUND   CGS
 EX0479
 EX0479                          STATION DESCRIPTION
 EX0479
 EX0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0479'ON THE EAST SIDE OF ROANOKE ISLAND, ON A PENINSULA FORMED BY
 EX0479'BROAD CREEK ABOUT 3/4 MILE NORTH OF BROAD CREEK POINT, AND 21 YARDS
 EX0479'WEST OF THE SHORE LINE.
 EX0479'
 EX0479'THE STATION WAS NOT FOUND, PROBABLY ON ACCOUNT OF HEAVY MARSH
 EX0479'GROWTH.  THE SHORE IS NOT ERODING.
 EX0479'
 EX0479'A NEW STATION, CREEK, WAS ESTABLISHED ON THE SHORE IN THE SAME
 EX0479'LOCALITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1444 ***********************************************************************
 FW1444  DESIGNATION -  BROAD CREEK
 FW1444  PID         -  FW1444
 FW1444  STATE/COUNTY-  NC/CAMDEN
 FW1444  USGS QUAD   -  CAMDEN POINT (1982)
 FW1444
 FW1444                         *CURRENT SURVEY CONTROL
 FW1444  ___________________________________________________________________
 FW1444* NAD 83(2001)-  36 11 36.36979(N)    075 56 54.64886(W)     ADJUSTED  
 FW1444* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1444  ___________________________________________________________________
 FW1444  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 FW1444  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 FW1444  HORZ ORDER  -  THIRD
 FW1444
 FW1444.The horizontal coordinates were established by classical geodetic methods
 FW1444.and adjusted by the National Geodetic Survey in August 2005.
 FW1444
 FW1444.The orthometric height was scaled from a topographic map.
 FW1444
 FW1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1444
 FW1444.The geoid height was determined by GEOID03.
 FW1444
 FW1444;                    North         East     Units Scale Factor Converg.
 FW1444;SPC NC       -   275,282.178   884,019.874   MT  1.00000758   +1 45 40.4
 FW1444;SPC NC       -   903,154.95  2,900,321.87   sFT  1.00000758   +1 45 40.4
 FW1444;UTM  18      - 4,005,820.543   414,720.794   MT  0.99968961   -0 33 36.5
 FW1444
 FW1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1444!SPC NC       -   1.00000595  x   1.00000758  =   1.00001353
 FW1444!UTM  18      -   1.00000595  x   0.99968961  =   0.99969555
 FW1444
 FW1444:                Primary Azimuth Mark                     Grid Az
 FW1444:SPC NC       -  BEACON 71                                017 50 24.2
 FW1444:UTM  18      -  BEACON 71                                020 09 41.1
 FW1444
 FW1444|---------------------------------------------------------------------|
 FW1444| PID    Reference Object                     Distance      Geod. Az  |
 FW1444|                                                           dddmmss.s |
 FW1444| FW1438 BEACON 71                           APPROX. 4.4 KM 0193604.6 |
 FW1444| FW1439 BEACON 73                           APPROX. 2.8 KM 0522040.5 |
 FW1444| FW1434 NR 24=BARNETT CREEK 2               APPROX. 4.0 KM 0641845.7 |
 FW1444| FW1452 JARVISBURG BEACON                   APPROX. 5.3 KM 0941309.1 |
 FW1444| FW1440 BEACON 75                           APPROX. 3.9 KM 0952834.5 |
 FW1444| FW1792 BROAD CREEK WM 1                                   11343     |
 FW1444| FW1464 NR 33                               APPROX. 4.3 KM 1303604.0 |
 FW1444| FW1791 BROAD CREEK RM 2                     28.047 METERS 13941     |
 FW1444| FW1790 BROAD CREEK RM 1                     12.982 METERS 13941     |
 FW1444| FW1793 BROAD CREEK WM 2                                   20853     |
 FW1444| FW1794 BROAD CREEK WM 3                                   29902     |
 FW1444|---------------------------------------------------------------------|
 FW1444
 FW1444                          SUPERSEDED SURVEY CONTROL
 FW1444
 FW1444  NAD 83(1993)-  36 11 36.38415(N)    075 56 54.66078(W) AD(       ) 3
 FW1444  NAD 83(1986)-  36 11 36.38521(N)    075 56 54.66740(W) AD(       ) 3
 FW1444  NAD 27      -  36 11 35.79900(N)    075 56 55.96600(W) AD(       ) 3
 FW1444
 FW1444.Superseded values are not recommended for survey control.
 FW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1444.See file dsdata.txt to determine how the superseded data were derived.
 FW1444
 FW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1472105821(NAD 83)
 FW1444_MARKER: DS = TRIANGULATION STATION DISK
 FW1444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1444_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1444
 FW1444  HISTORY     - Date     Condition        Report By
 FW1444  HISTORY     - 1914     MONUMENTED       CGS
 FW1444  HISTORY     - 1934     GOOD             CGS
 FW1444  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW1444
 FW1444                          STATION DESCRIPTION
 FW1444
 FW1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 FW1444'ON THE W SIDE OF NORTH RIVER, ABOUT 3-1/2 MILES FROM THE MOUTH
 FW1444'ABOUT 3/4 MILE SE OF BROAD CREEK, ON A SMALL PENINSULA
 FW1444'PROJECTING FROM THE CAMDEN POINT JUST E OF THE FIRST SMALL
 FW1444'CREEK BELOW BROAD CREEK IN A MARSH ABOUT 8 YARDS FROM THE
 FW1444'WATER.  THE STATION AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1444'TABLETS SET IN CONCRETE IN THE TOP OF TILES AS DESCRIBED IN
 FW1444'THE REFERENCE MARK IS 12.952 METERS (42.49
 FW1444'FEET) FROM THE STATION S 40 DEG 38 MIN E.  THREE
 FW1444'STAKES WERE DRIVEN IN THE VICINITY OF THIS MARK TO AID IN
 FW1444'FINDING IT.
 FW1444
 FW1444                          STATION RECOVERY (1934)
 FW1444
 FW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1444'STATION AND ORIGINAL REFERENCE MARK WERE RECOVERED AND FOUND TO
 FW1444'BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--STATION IS 13
 FW1444'METERS FROM THE WATER LINE ON THE NW END OF A SMALL MARSH
 FW1444'ISLAND ON THE W SIDE OF NORTH RIVER ABOUT 0.7 MILE SW OF THE
 FW1444'ENTRANCE OF BROAD CREEK AND JUST E OF A SMALL CREEK LEADING SSW
 FW1444'INTO THE MARSH.  THIS CREEK IS THE FIRST ONE S OF BROAD
 FW1444'CREEK.  THE GROUND AROUND THE STATION IS BOGGY MARSH LAND.  THE
 FW1444'STATION IS MARKED BY AN OLD STYLE DISK (NOW STAMPED BROAD CR)
 FW1444'SET IN CONCRETE IN TILE.  THE TWO REFERENCE MARKS ARE SET ON
 FW1444'RANGE WITH STATION.
 FW1444'
 FW1444'REFERENCE MARK NO.1 IS AN OLD STYLE DISK SET IN CONCRETE IN
 FW1444'TILE.  IT IS NOW STAMPED 1 BROAD CR.
 FW1444'
 FW1444'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED 2 BROAD CR.
 FW1444'1935 SET IN A CONCRETE MONUMENT.  THE WITNESS MARK IS A CYPRESS
 FW1444'POST SET 2.59 METERS FROM THE STATION IN THE DIRECTION OF THE
 FW1444'MOUTH OF BROAD CREEK.
 FW1444
 FW1444                          STATION RECOVERY (1963)
 FW1444
 FW1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1444'STATION DESTROYED.  REFERENCE MARK NO. 1 WAS FOUND LYING
 FW1444'OVER.  MOST OF THE ISLAND HAS BEEN WASHED AWAY AND WHAT IS LEFT
 FW1444'IS AWASH AT HIGHWATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1994 ***********************************************************************
 EA1994  DESIGNATION -  BROAD CREEK 2 RESET
 EA1994  PID         -  EA1994
 EA1994  STATE/COUNTY-  NC/CARTERET
 EA1994  USGS QUAD   -  SALTER PATH (1994)
 EA1994
 EA1994                         *CURRENT SURVEY CONTROL
 EA1994  ___________________________________________________________________
 EA1994* NAD 83(2001)-  34 42 42.20946(N)    076 56 42.97057(W)     ADJUSTED  
 EA1994* NAVD 88     -         1.05   (meters)       3.4    (feet)  LEVELING  
 EA1994  ___________________________________________________________________
 EA1994  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 EA1994  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA1994  HORZ ORDER  -  SECOND
 EA1994  VERT ORDER  -  THIRD ?
 EA1994
 EA1994.The horizontal coordinates were established by classical geodetic methods
 EA1994.and adjusted by the National Geodetic Survey in August 2005.
 EA1994
 EA1994.The orthometric height was determined by differential leveling.
 EA1994.The vertical network tie was performed by a horz. field party for horz.
 EA1994.obs reductions. Reset procedures were used to establish the elevation.
 EA1994
 EA1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1994
 EA1994.The geoid height was determined by GEOID03.
 EA1994
 EA1994;                    North         East     Units Scale Factor Converg.
 EA1994;SPC NC       -   108,633.043   797,800.140   MT  0.99991671   +1 11 09.3
 EA1994;SPC NC       -   356,406.91  2,617,449.29   sFT  0.99991671   +1 11 09.3
 EA1994;UTM  18      - 3,842,797.650   321,858.508   MT  0.99999115   -1 06 28.9
 EA1994
 EA1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1994!SPC NC       -   1.00000570  x   0.99991671  =   0.99992241
 EA1994!UTM  18      -   1.00000570  x   0.99999115  =   0.99999685
 EA1994
 EA1994:                Primary Azimuth Mark                     Grid Az
 EA1994:SPC NC       -  MOREHEAD CITY VILLA HOTEL TK             080 51 28.4
 EA1994:UTM  18      -  MOREHEAD CITY VILLA HOTEL TK             083 09 06.6
 EA1994
 EA1994|---------------------------------------------------------------------|
 EA1994| PID    Reference Object                     Distance      Geod. Az  |
 EA1994|                                                           dddmmss.s |
 EA1994| EA1973 MOREHEAD CITY VILLA HOTEL TK        APPROX.14.7 KM 0820237.7 |
 EA1994| EA1953 BOGUE SOUND BEACON 5                APPROX.10.0 KM 0822419.0 |
 EA1994| EA1989 VILLA                               APPROX.14.8 KM 0835252.7 |
 EA1994| EA1971 MOREHEAD CITY CAMP GLEN TK CAR      APPROX.17.3 KM 0851322.9 |
 EA1994| EA1956 CAMP GLEN STEEL TOWER GLEN          APPROX.17.4 KM 0854248.6 |
 EA1994| EA3242 BROAD CREEK 2 RP E                    2.500 METERS 09248     |
 EA1994| EA3244 BROAD CREEK 2 RP S                    3.300 METERS 17912     |
 EA1994| EA1995 CHANNEL LT 13 FLASHING WHITE        APPROX. 1.3 KM 2430004.7 |
 EA1994| EA3239 BROAD CREEK 2 RM 1                   31.391 METERS 25807     |
 EA1994| EA3240 BROAD CREEK 2 RM 2 AZIMUTH                         3274731.7 |
 EA1994| EA3241 BROAD CREEK 2 RM 3                    2.466 METERS 34745     |
 EA1994| AE5130 BROAD CREEK HUB                      47.582 METERS 34812     |
 EA1994| EA3243 BROAD CREEK 2 RP N                    2.400 METERS 35954     |
 EA1994|---------------------------------------------------------------------|
 EA1994
 EA1994                          SUPERSEDED SURVEY CONTROL
 EA1994
 EA1994  NAD 83(1986)-  34 42 42.22024(N)    076 56 42.98192(W) AD(       ) 2
 EA1994  NAD 27      -  34 42 41.63700(N)    076 56 44.18500(W) AD(       ) 2
 EA1994
 EA1994.Superseded values are not recommended for survey control.
 EA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1994.See file dsdata.txt to determine how the superseded data were derived.
 EA1994
 EA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2185942798(NAD 83)
 EA1994_MARKER: DE = TRAVERSE STATION DISK
 EA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1994_STAMPING: BROAD CREEK 2 1915 RESET 1932
 EA1994_MARK LOGO: NCGS  
 EA1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1994+STABILITY: SURFACE MOTION
 EA1994
 EA1994  HISTORY     - Date     Condition        Report By
 EA1994  HISTORY     - 1965     MONUMENTED       CGS
 EA1994  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EA1994  HISTORY     - 1946     GOOD             CGS
 EA1994  HISTORY     - 1962     GOOD             CGS
 EA1994  HISTORY     - 1965     GOOD             CGS
 EA1994  HISTORY     - 1967     GOOD             USE
 EA1994  HISTORY     - 1974     GOOD             NGS
 EA1994  HISTORY     - 1979     GOOD             USE
 EA1994  HISTORY     - 19820101 GOOD             NCGS
 EA1994
 EA1994                          STATION DESCRIPTION
 EA1994
 EA1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EA1994'ON WESTERN HALF OF BOGUE SOUND, ON SHORE OF MAINLAND, ABOUT ONE-HALF
 EA1994'MILE WEST OF BROAD CREEK, ON MOST PROMINENT POINT OF LAND, ON LINE
 EA1994'OF FENCE RUNNING NORTH, ABOUT 75 YARDS EAST OF CLUMP OF CEDAR TREES,
 EA1994'AND ABOUT 23 YARDS FROM SHORE. ORIGINAL SURFACE AND UNDERGROUND
 EA1994'MARKS WERE REPLACED IN 1932 WITH STANDARD STATION DISKS IN CONCRETE.
 EA1994'THREE STANDARD REFERENCE DISKS IN CONCRETE,
 EA1994'WERE ALSO PLACED AT THIS TIME.  NO. 1 IS IN WEST EDGE OF SMALL
 EA1994'FIELD, AND 102.99 FEET FROM STATION S 78 DEG 07 MIN W.  NO. 2
 EA1994'IS IN EAST-AND-WEST FENCE LINE, 78 METERS (256 FEET) EAST OF OLD
 EA1994'SHACK, AND APPROXIMATELY ONE-HALF MILE FROM STATION N 32 DEG 12 MIN W.
 EA1994'NO. 3 IS IN FENCE LINE, AND 80.9 FEET FROM
 EA1994'STATION N 12 DEG 15 MIN W.  STATION WAS MARKED BROAD CREEK 2
 EA1994'1915-1932.
 EA1994
 EA1994                          STATION RECOVERY (1946)
 EA1994
 EA1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1994'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION AND THE
 EA1994'1933 DESCRIPTION ARE ADEQUATE. DISTANCES TO R.M.S 1 AND 3 WERE
 EA1994'MEASURED AND FOUND TO BE CORRECT. UNABLE TO FIND R.M. 2. SEARCH
 EA1994'DISCONTINUED AFTER ONE HOUR.
 EA1994
 EA1994                          STATION RECOVERY (1962)
 EA1994
 EA1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA1994'THE STATION, R.M. NO. 1 AND R.M. NO. 3 WERE RECOVERED AND FOUND IN
 EA1994'GOOD CONDITION.  THE STATION IS SOUTHWEST ACROSS A SMALL BOAT CANAL
 EA1994'FROM A WHITE HOUSE LOCATED ON THE POINT.  THE STATION IS IN A
 EA1994'NORTHSOUTH FENCE LINE AND IS ABOUT 45 FEET NORTH OF A FENCE
 EA1994'CORNER.  R.M. NO. 1 IS WEST OF THE STATION. R.M. NO. 3 IS NORTH OF
 EA1994'THE STATION, ABOUT 11 FEET EAST OF THE PRESENT FENCE LINE AND IS IN
 EA1994'AN OLD FENCE LINE.  R.M. NO. 2 WAS NOT RECOVERED AND THIS MARK WAS
 EA1994'NOT FOUND IN 1946.
 EA1994
 EA1994                          STATION RECOVERY (1965)
 EA1994
 EA1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1994'STATION MARK AND R.M. NO 1 WERE RECOVERED IN GOOD CONDITION. R.M. NO
 EA1994'3 WAS SEARCHED FOR BUT NOT FOUND. IT IS IN A HEAVY GROWTH OF TREES
 EA1994'AND BRIERS ALONG THE OLD FENCE LINE AND IS BELIEVED TO BE INTACT.
 EA1994'R. M. NO 2 WAS NOT FOUND.
 EA1994'
 EA1994'THE DISTANCE FROM THE STATION TO R.M. NO 1 WAS VERIFIED.
 EA1994'
 EA1994'THE 1933 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 EA1994'
 EA1994'TO REACH THE STATION FROM THE BROAD CREEK BRIDGE ON STATE HIGHWAY 24,
 EA1994'GO 0.15 MILE WEST TO JUNCTION OF SAND ROAD LEADING SOUTHEAST,
 EA1994'PROCEED 0.7 MILE SOUTHEAST ALONG SAND ROAD TO SHORE AND HOUSE OWNED
 EA1994'BY MR.  SAUCIER.  IT IS 129.0 FEET SOUTHWEST OF THE SOUTHWEST
 EA1994'CORNER OF A SMALL ONE STORY HOUSE (RESIDENCE OF MR. SAUCIER),
 EA1994'96.0 FEET NORTH OF HIGH WATER LINE AND 22.0 FEET WEST OF THE WEST
 EA1994'BANK OF A DITCH IN AN OLD WIRE FENCE LINE.  IT IS A STANDARD DISK
 EA1994'SET IN A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 EA1994'ABOVE THE GROUND AND IS STAMPED, BROAD CREEK 2, 1932.
 EA1994'
 EA1994'R.M. NO 1 IS A STANDARD DISK SET IN A 12 INCH SQUARE CONCRETE
 EA1994'MONUMENT PROJECTING 8 INCHES ABOVE THE GROUND AND IS STAMPED, BROAD
 EA1994'CREEK 2 NO 1, 1932. IT IS LOCATED IN THE BRUSH.
 EA1994
 EA1994                          STATION RECOVERY (1967)
 EA1994
 EA1994'RECOVERY NOTE BY US ENGINEERS 1967
 EA1994'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK STAMPED
 EA1994'BROAD CR 2 1965-1932 SET IN CONCRETE FLUSH WITH THE GROUND.
 EA1994'
 EA1994'STATION IS LOCATED ON THE WESTERN HALF OF BOGUE SOUND, ON SHORE OF
 EA1994'MAINLAND, ABOUT 1/2 MILE W OF BROAD CREEK, ON MOST PROMINENT POINT
 EA1994'OF LAND ABOUT 225 FT. E OF A CLUMP OF CEDAR TREES, AND ABOUT 69 FT.
 EA1994'N OF BOGUE SOUND.
 EA1994'
 EA1994'TO REACH STATION FROM BROAD CREEK GO W ABOUT 1/2 MILE ALONG SHORE TO
 EA1994'THE MOST PROMINENT POINT OF LAND AND STATION SITE.
 EA1994'
 EA1994'R.M. 1 IS IN W EDGE OF A SMALL FIELD.  102 FT. FROM STATION ON A
 EA1994'M.AZ. OF 78 DEG.
 EA1994'
 EA1994'R.M. 2 COULD NOT BE LOCATED.  BELIEVED BURIED.
 EA1994'
 EA1994'R.M. 3 IS IN FENCE LINE.  80.9 FT. FROM STATION ON A M.AZ. OF 167
 EA1994'DEG.
 EA1994
 EA1994                          STATION RECOVERY (1974)
 EA1994
 EA1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EA1994'STATION IS ON THE WESTERN HALF OF BOUGE SOUND, ON THE SHORE OF THE
 EA1994'MAINLAND.  TO REACH STATION, GO WEST FROM BROAD CREEK BRIDGE .05
 EA1994'MILE TO PAVED RD. ON LEFT OF HWY. PROCEED ON PAVED RD. .95 MILE TO
 EA1994'L.B.  PAGE PROPERTY.
 EA1994'
 EA1994'REFERENCE MARK 1 IS 20.5 FT. SW FROM SW CORNER OF PAGE HOUSE UNDER
 EA1994'CONST.
 EA1994'
 EA1994'REFERENCE MARK 2 WAS RECOVERED N APPROX. CENTER OF COW PASTURE.
 EA1994'
 EA1994'REFERENCE MARK 3 IS 43.2 FT. NE OF NE CORNER OF HOUSE AND 16.5 FT. W
 EA1994'OF CENTERLINE OF DRIVE LEADING TO HOUSE.
 EA1994'
 EA1994'DISTANCES WERE CHECKED AND FOUND TO BE GOOD.
 EA1994
 EA1994                          STATION RECOVERY (1979)
 EA1994
 EA1994'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 EA1994'BROAD CREEK 2 1932 FOUND GOOD, DESCRIPTION ADEQUATE.  RM 1 AND 3 ALSO
 EA1994'RECOVERED.
 EA1994
 EA1994                          STATION RECOVERY (1982)
 EA1994
 EA1994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1994'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS
 EA1994'FOUND IN A CULTIVATED FIELD WITH THE NORTHEAST CORNER OF CONCRETE
 EA1994'CHIPPED, BUT APPEARS OKAY. LINE BETWEEN REFERENCE MARK NO 2 AND 3 IS
 EA1994'BLOCKED.$STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST OF SWANSBORO,
 EA1994'12.8 MI (20.6 KM) WEST OF MOREHEAD CITY AND 0.5 MI (0.8 KM) WEST OF
 EA1994'BROAD CREEK ON NORTH SIDE OF BOGUE SOUND ON PAGE PROPERTY.$PROCEED
 EA1994'WEST FOR 0.2 MI (0.3 KM) FROM THE NC 24 BRIDGE OVER BROAD CREEK TO THE
 EA1994'SECOND INTERSECTION WITH SR 1121 (A LOOP ROAD), THENCE SOUTH 0.65 MI
 EA1994'(1.05 KM) ALONG SR 1121 TO SHARP LEFT, AND STATION ON RIGHT ON
 EA1994'SOUTHEAST SIDE OF HOUSE.$MARK IS FLUSH WITH GROUND.  LOCATED 25.5 FT
 EA1994'(7.8 M) SOUTHEAST OF SOUTHEAST CORNER OF RED BRICK HOUSE, 14.4 FT (4.4
 EA1994'M) NORTHWEST OF NORTHWEST CORNER OF A BRICK GRILL, AND 61.0 FT (18.6
 EA1994'M) WEST OF CENTERLINE OF BOAT RAMP DRIVEWAY.$BROAD CREEK NO 3 1932--IS
 EA1994'A REFERENCE DISK SET IN A CONCRETE MONUMENT RECESSED 1 INCH BELOW
 EA1994'GROUND.  LOCATED 43.2 FT (13.2 M) NORTHEAST OF THE NORTHEAST CORNER OF
 EA1994'HOUSE, AND 16.5 FT (5.0 M) WEST OF THE CENTERLINE OF DRIVE.$BROAD
 EA1994'CREEK NO 1 1932--IS A REFERENCE DISK SET IN A CONCRETE MONUMENT
 EA1994'PROJECTING 2 INCHES ABOVE GROUND.  LOCATED 20.0 FT (6.1 M) SOUTHWEST
 EA1994'OF SOUTHWEST CORNER OF HOUSE AND 12.0 FT (3.7 M) NORTHEAST OF
 EA1994'NORTHEAST CORNER OF BOAT DOCK.$BROAD CREEK NO 2 1932--IS A REFERENCE
 EA1994'DISK SET IN A CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.
 EA1994'LOCATED 108.0 FT (32.9 M) NORTH OF A PASTURE FENCE, 113.0 FT (34.4 M)
 EA1994'SOUTH OF A FEILD FENCE, AND 2.0 FT (0.6 M) EAST OF A WITNESS POST.
 EA1994'ALONG A FIELD ROAD NORTHWEST FROM THE STATION FOR 0.2 MI (0.3 KM) ON
 EA1994'THE RIGHT IN A CULTIVATED FIELD. ANGLE OBSERVATIONS TO REFERENCE MARK
 EA1994'1 WERE NOT MADE, THE DISTANCE FROM THE STATION WAS 102.70 FEET WHICH
 EA1994'IS 0.29 FT (0.09 M) LESS THAN THE ORIGINAL.$MOREHEAD MUNICIPAL TANK IS
 EA1994'VISIBLE AND THE GRID AZIMUTH IS--83-15-40.29. EMERALD ISLE TANK IS
 EA1994'VISIBLE AND THE GRID AZIMUTH IS--145-53-55.19.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3597 ***********************************************************************
 EY3597  DESIGNATION -  BROAD CREEK BEACON
 EY3597  PID         -  EY3597
 EY3597  STATE/COUNTY-  NC/PAMLICO
 EY3597  USGS QUAD   -  BROAD CREEK (1980)
 EY3597
 EY3597                         *CURRENT SURVEY CONTROL
 EY3597  ___________________________________________________________________
 EY3597* NAD 83(2001)-  35 05 29.08854(N)    076 34 58.76840(W)     ADJUSTED  
 EY3597* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3597  ___________________________________________________________________
 EY3597  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EY3597  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EY3597  HORZ ORDER  -  THIRD
 EY3597
 EY3597.The horizontal coordinates were established by classical geodetic methods
 EY3597.and adjusted by the National Geodetic Survey in August 2005.
 EY3597
 EY3597.The orthometric height was scaled from a topographic map.
 EY3597
 EY3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3597
 EY3597.The geoid height was determined by GEOID03.
 EY3597
 EY3597;                    North         East     Units Scale Factor Converg.
 EY3597;SPC NC       -   151,485.598   829,950.867   MT  0.99987649   +1 23 42.1
 EY3597;SPC NC       -   496,999.00  2,722,930.47   sFT  0.99987649   +1 23 42.1
 EY3597;UTM  18      - 3,884,326.654   355,703.986   MT  0.99985661   -0 54 36.7
 EY3597
 EY3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3597!SPC NC       -   1.00000562  x   0.99987649  =   0.99988210
 EY3597!UTM  18      -   1.00000562  x   0.99985661  =   0.99986222
 EY3597
 EY3597:                Primary Azimuth Mark                     Grid Az
 EY3597:SPC NC       -  POINT OF MARSH LIGHT                     086 01 45.9
 EY3597:UTM  18      -  POINT OF MARSH LIGHT                     088 20 04.7
 EY3597
 EY3597|---------------------------------------------------------------------|
 EY3597| PID    Reference Object                     Distance      Geod. Az  |
 EY3597|                                                           dddmmss.s |
 EY3597| EY3392 POINT OF MARSH LIGHT                APPROX. 9.0 KM 0872528.0 |
 EY3597| EY3599 NEUSE RIVER BEACON                  APPROX. 3.1 KM 0944607.7 |
 EY3597|---------------------------------------------------------------------|
 EY3597
 EY3597                          SUPERSEDED SURVEY CONTROL
 EY3597
 EY3597  NAD 83(1986)-  35 05 29.10093(N)    076 34 58.78001(W) AD(       ) 3
 EY3597  NAD 27      -  35 05 28.52200(N)    076 35 00.02300(W) AD(       ) 3
 EY3597
 EY3597.Superseded values are not recommended for survey control.
 EY3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3597.See file dsdata.txt to determine how the superseded data were derived.
 EY3597
 EY3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5570484327(NAD 83)
 EY3597_MARKER: 14 = NAVIGATION LIGHT
 EY3597
 EY3597  HISTORY     - Date     Condition        Report By
 EY3597  HISTORY     - 1920     FIRST OBSERVED   CGS
 EY3597  HISTORY     - 1948     GOOD             CGS
 EY3597
 EY3597                          STATION DESCRIPTION
 EY3597
 EY3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JHH)
 EY3597'THIS STATION IS THE CENTER OF THE LIGHT ON BROAD CREEK BEACON
 EY3597'AT THE ENTRANCE TO BROAD CREEK, NEUSE RIVER.  THIS BEACON
 EY3597'CONSISTS OF A TRIANGULAR PLATFORM SUPPORTED BY THREE PILES, ONE
 EY3597'AT EACH APEX, WHICH ARE ALSO CONNECTED AND BRACED BY HORIZONTAL
 EY3597'SLATS SPACED A SHORT DISTANCE APART.  BEACON IS PAINTED BLACK.
 EY3597
 EY3597                          STATION RECOVERY (1948)
 EY3597
 EY3597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3597'STATION IS THE CENTER OF THE LIGHT ON BROAD CREEK BEACON AT
 EY3597'THE ENTRANCE TO BROAD CREEK, NEUSE RIVER.  THIS BEACON CONSISTS
 EY3597'OF A TRIANGULAR-SHAPED PLATFORM SUPPORTED BY THREE WOODEN PILES,
 EY3597'ONE AT EACH APEX, WHICH ARE ALSO CONNECTED AND BRACED BY
 EY3597'HORIZONTAL SLATS SPACED A SHORT DISTANCE APART.  THIS BEACON IS
 EY3597'PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5130 ***********************************************************************
 AE5130  DESIGNATION -  BROAD CREEK HUB
 AE5130  PID         -  AE5130
 AE5130  STATE/COUNTY-  NC/CARTERET
 AE5130  USGS QUAD   -  SALTER PATH (1994)
 AE5130
 AE5130                         *CURRENT SURVEY CONTROL
 AE5130  ___________________________________________________________________
 AE5130* NAD 83(2001)-  34 42 43.72094(N)    076 56 43.35295(W)     ADJUSTED  
 AE5130* NAVD 88     -         1.1    (meters)       4.     (feet)  VERT ANG  
 AE5130  ___________________________________________________________________
 AE5130  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AE5130  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AE5130  HORZ ORDER  -  SECOND
 AE5130
 AE5130.The horizontal coordinates were established by classical geodetic methods
 AE5130.and adjusted by the National Geodetic Survey in August 2005.
 AE5130
 AE5130.The orthometric height was determined by vertical angle observations.
 AE5130
 AE5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5130
 AE5130.The geoid height was determined by GEOID03.
 AE5130
 AE5130;                    North         East     Units Scale Factor Converg.
 AE5130;SPC NC       -   108,679.405   797,789.449   MT  0.99991664   +1 11 09.1
 AE5130;SPC NC       -   356,559.01  2,617,414.22   sFT  0.99991664   +1 11 09.1
 AE5130;UTM  18      - 3,842,844.406   321,849.680   MT  0.99999119   -1 06 29.1
 AE5130
 AE5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5130!SPC NC       -   1.00000570  x   0.99991664  =   0.99992234
 AE5130!UTM  18      -   1.00000570  x   0.99999119  =   0.99999689
 AE5130
 AE5130                          SUPERSEDED SURVEY CONTROL
 AE5130
 AE5130  NAD 83(1986)-  34 42 43.73173(N)    076 56 43.36426(W) AD(       ) 2
 AE5130
 AE5130.Superseded values are not recommended for survey control.
 AE5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5130.See file dsdata.txt to determine how the superseded data were derived.
 AE5130
 AE5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2185042844(NAD 83)
 AE5130
 AE5130  HISTORY     - Date     Condition        Report By
 AE5130  HISTORY     - 1981     FIRST OBSERVED   NCGS
 AE5130
 AE5130                          STATION DESCRIPTION
 AE5130
 AE5130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 AE5130'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST OF SWANSBORO, 12.8 MI
 AE5130'(20.6 KM) WEST OF MOREHEAD CITY AND 0.5 MI (0.8 KM) WEST OF BROAD
 AE5130'CREEK ON NORTH SIDE OF BOGUE SOUND ON PAGE PROPERTY.$PROCEED WEST FOR
 AE5130'0.2 MI (0.3 KM) FROM THE NC 24 BRIDGE OVER BROAD CREEK TO THE SECOND
 AE5130'INTERSECTION WITH SR 1121 (A LOOP ROAD), THENCE SOUTH 0.65 MI (1.05
 AE5130'KM) ALONG SR 1121 TO SHARP LEFT, AND STATION.$MARK IS A STAKE DRIVEN
 AE5130'IN THE GROUND WITH A NAIL HEAD FLUSH WITH GROUND. LOCATED 76.0 FT
 AE5130'(23.2 M) NORTH OF REFERENCE MARK 3, AND 2.5 FT (0.8 M) WEST OF THE
 AE5130'WEST EDGE OF A NORTH-SOUTH DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3598 ***********************************************************************
 EY3598  DESIGNATION -  BROAD CREEK LIGHT
 EY3598  PID         -  EY3598
 EY3598  STATE/COUNTY-  NC/PAMLICO
 EY3598  USGS QUAD   -  BROAD CREEK (1980)
 EY3598
 EY3598                         *CURRENT SURVEY CONTROL
 EY3598  ___________________________________________________________________
 EY3598* NAD 83(2001)-  35 05 29.01006(N)    076 34 58.80452(W)     ADJUSTED  
 EY3598* NAVD 88     -              **(meters)            **(feet)            
 EY3598  ___________________________________________________________________
 EY3598  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EY3598  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EY3598  HORZ ORDER  -  THIRD
 EY3598
 EY3598.The horizontal coordinates were established by classical geodetic methods
 EY3598.and adjusted by the National Geodetic Survey in August 2005.
 EY3598
 EY3598
 EY3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3598
 EY3598.The geoid height was determined by GEOID03.
 EY3598
 EY3598;                    North         East     Units Scale Factor Converg.
 EY3598;SPC NC       -   151,483.158   829,950.011   MT  0.99987649   +1 23 42.1
 EY3598;SPC NC       -   496,990.99  2,722,927.66   sFT  0.99987649   +1 23 42.1
 EY3598;UTM  18      - 3,884,324.251   355,703.033   MT  0.99985661   -0 54 36.7
 EY3598
 EY3598                          SUPERSEDED SURVEY CONTROL
 EY3598
 EY3598  NAD 83(1986)-  35 05 29.02259(N)    076 34 58.81585(W) AD(       ) 4
 EY3598  NAD 27      -  35 05 28.44000(N)    076 35 00.06000(W) AD(       ) 3
 EY3598
 EY3598.Superseded values are not recommended for survey control.
 EY3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3598.See file dsdata.txt to determine how the superseded data were derived.
 EY3598
 EY3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5570384324(NAD 83)
 EY3598_MARKER: 14 = NAVIGATION LIGHT
 EY3598
 EY3598  HISTORY     - Date     Condition        Report By
 EY3598  HISTORY     - 1913     FIRST OBSERVED   CGS
 EY3598
 EY3598                          STATION DESCRIPTION
 EY3598
 EY3598'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3695 ***********************************************************************
 EZ3695  DESIGNATION -  BROADACRE
 EZ3695  PID         -  EZ3695
 EZ3695  STATE/COUNTY-  NC/RICHMOND
 EZ3695  USGS QUAD   -  HOFFMAN (1982)
 EZ3695
 EZ3695                         *CURRENT SURVEY CONTROL
 EZ3695  ___________________________________________________________________
 EZ3695* NAD 83(2001)-  35 01 27.89463(N)    079 33 42.03064(W)     ADJUSTED  
 EZ3695* NAVD 88     -       130.24   (+/-2cm)     427.3    (feet)  VERTCON   
 EZ3695  ___________________________________________________________________
 EZ3695  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 EZ3695  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ3695  HORZ ORDER  -  FIRST
 EZ3695  VERT ORDER  -  THIRD ? (See Below)
 EZ3695
 EZ3695.The horizontal coordinates were established by classical geodetic methods
 EZ3695.and adjusted by the National Geodetic Survey in August 2005.
 EZ3695
 EZ3695.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3695.The vertical order pertains to the NGVD 29 superseded value.
 EZ3695
 EZ3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3695
 EZ3695.The geoid height was determined by GEOID03.
 EZ3695
 EZ3695;                    North         East     Units Scale Factor Converg.
 EZ3695;SPC NC       -   141,515.950   558,348.559   MT  0.99988042   -0 19 27.1
 EZ3695;SPC NC       -   464,290.25  1,831,848.56   sFT  0.99988042   -0 19 27.1
 EZ3695;UTM  17      - 3,876,695.982   631,215.266   MT  0.99981220   +0 49 32.2
 EZ3695
 EZ3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3695!SPC NC       -   0.99998453  x   0.99988042  =   0.99986495
 EZ3695!UTM  17      -   0.99998453  x   0.99981220  =   0.99979673
 EZ3695
 EZ3695:                Primary Azimuth Mark                     Grid Az
 EZ3695:SPC NC       -  HOFFMAN                                  056 17 23.2
 EZ3695:UTM  17      -  HOFFMAN                                  055 08 23.9
 EZ3695
 EZ3695|---------------------------------------------------------------------|
 EZ3695| PID    Reference Object                     Distance      Geod. Az  |
 EZ3695|                                                           dddmmss.s |
 EZ3695| EZ1512 HOFFMAN                             APPROX. 2.0 KM 0555756.1 |
 EZ3695| EZ5537 BROADACRE RM                         28.400 METERS 11705     |
 EZ3695|---------------------------------------------------------------------|
 EZ3695
 EZ3695                          SUPERSEDED SURVEY CONTROL
 EZ3695
 EZ3695  NAD 83(1986)-  35 01 27.88986(N)    079 33 42.03114(W) AD(       ) 1
 EZ3695  NAD 27      -  35 01 27.33416(N)    079 33 42.86770(W) AD(       ) 1
 EZ3695  NGVD 29 (07/19/86)  130.49   (m)          428.1    (f) LEVELING    3  
 EZ3695
 EZ3695.Superseded values are not recommended for survey control.
 EZ3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3695.See file dsdata.txt to determine how the superseded data were derived.
 EZ3695
 EZ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3121576696(NAD 83)
 EZ3695
 EZ3695  HISTORY     - Date     Condition        Report By
 EZ3695  HISTORY     - 1918     MONUMENTED       CGS
 EZ3695  HISTORY     - 1933     MARK NOT FOUND   CGS
 EZ3695  HISTORY     - 1955     MARK NOT FOUND   CGS
 EZ3695  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ3695
 EZ3695                          STATION DESCRIPTION
 EZ3695
 EZ3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (NGS)
 EZ3695'ABOUT 1 MILE SOUTH OF HOFFMAN, AT INTERSECTION OF TANGENTS TO EAST
 EZ3695'RAIL TO SOUTH AND WEST RAIL TO NORTH OF FIRST CURVE OF SEABOARD AIR
 EZ3695'LINE RAILWAY SOUTH OF RAILWAY STATION, ABOUT 40 METERS (131 FEET)
 EZ3695'WEST OF PUBLIC ROAD, AT EDGE OF CULTIVATED FIELD, AND ABOUT 50
 EZ3695'METERS (164 FEET) WEST OF WEST RAIL.  SURFACE MARK WAS STANDARD DISK
 EZ3695'STATION MARK IN CONCRETE.  MARK WAS NOT RECOVERED IN 1933.
 EZ3695'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE.  REFERENCE MARK IS
 EZ3695'STANDARD REFERENCE DISK IN CONCRETE, AT EAST EDGE OF PUBLIC ROAD
 EZ3695'RUNNING SOUTH FROM HOFFMAN, AND 28.40 METERS (93.2 FEET) FROM
 EZ3695'STATION S 62 DEG 55 MIN E. BEARING FROM STATION TO MILEPOST
 EZ3695'240, DISTANT APPROXIMATELY 200 METERS (656 FEET), IS N 61 DEG 09
 EZ3695'MIN E.  AND TO RAILWAY SEMAPHORE AT HOFFMAN IS N 55 DEG 50 MIN E.
 EZ3695'STATION HOFFMAN
 EZ3695'IS VISIBLE FROM GROUND N 55 DEG 59 MIN E.
 EZ3695'STATION MARSTON
 EZ3695'IS VISIBE FROM GROUND S 9 DEG 37 MIN W.
 EZ3695
 EZ3695                          STATION RECOVERY (1955)
 EZ3695
 EZ3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 EZ3695'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE STATION
 EZ3695'SHOULD BE CONSIDERED LOST.
 EZ3695
 EZ3695                          STATION RECOVERY (1989)
 EZ3695
 EZ3695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ3695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3770 ***********************************************************************
 DI3770  DESIGNATION -  BROADCAST
 DI3770  PID         -  DI3770
 DI3770  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3770  USGS QUAD   -  STANDINGSTONE MTN (1990)
 DI3770
 DI3770                         *CURRENT SURVEY CONTROL
 DI3770  ___________________________________________________________________
 DI3770* NAD 83(2007)-  35 08 21.81909(N)    082 36 32.47311(W)     ADJUSTED  
 DI3770* NAVD 88     -       905.6    (meters)    2971.     (feet)  GPS OBS   
 DI3770  ___________________________________________________________________
 DI3770  EPOCH DATE  -        2002.00
 DI3770  X           -     671,788.366 (meters)                     COMP
 DI3770  Y           -  -5,178,867.359 (meters)                     COMP
 DI3770  Z           -   3,651,027.661 (meters)                     COMP
 DI3770  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 DI3770  ELLIP HEIGHT-         875.057 (meters)          (07/11/08) ADJUSTED
 DI3770  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DI3770  HORZ ORDER  -  FIRST
 DI3770  ELLP ORDER  -  FOURTH    CLASS II
 DI3770
 DI3770.The horizontal coordinates were established by GPS observations
 DI3770.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3770
 DI3770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3770.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3770.The horizontal coordinates are valid at the epoch date displayed above.
 DI3770.The epoch date for horizontal control is a decimal equivalence
 DI3770.of Year/Month/Day.
 DI3770
 DI3770.The orthometric height was determined by GPS observations and a
 DI3770.high-resolution geoid model.
 DI3770
 DI3770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3770
 DI3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3770
 DI3770.The ellipsoidal height was determined by GPS observations
 DI3770.and is referenced to NAD 83.
 DI3770
 DI3770.The geoid height was determined by GEOID03.
 DI3770
 DI3770;                    North         East     Units Scale Factor Converg.
 DI3770;SPC NC       -   160,102.679   280,813.771   MT  0.99987451   -2 04 58.9
 DI3770;SPC NC       -   525,270.21    921,303.18   sFT  0.99987451   -2 04 58.9
 DI3770;UTM  17      - 3,889,686.358   353,417.108   MT  0.99986481   -0 55 34.6
 DI3770
 DI3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3770!SPC NC       -   0.99986267  x   0.99987451  =   0.99973719
 DI3770!UTM  17      -   0.99986267  x   0.99986481  =   0.99972749
 DI3770
 DI3770                          SUPERSEDED SURVEY CONTROL
 DI3770
 DI3770  NAD 83(1986)-  35 08 21.82527(N)    082 36 32.47049(W) AD(       ) 1
 DI3770  NAD 83(2001)-  35 08 21.81878(N)    082 36 32.47332(W) AD(       ) 1
 DI3770  ELLIP H (02/05/05)  875.073  (m)                       GP(       ) 4 2
 DI3770
 DI3770.Superseded values are not recommended for survey control.
 DI3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3770.See file dsdata.txt to determine how the superseded data were derived.
 DI3770
 DI3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5341789686(NAD 83)
 DI3770_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3770_STAMPING: BROADCAST 2001
 DI3770_MARK LOGO: NCGS  
 DI3770_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI3770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3770+STABILITY: SURFACE MOTION
 DI3770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3770+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3770
 DI3770  HISTORY     - Date     Condition        Report By
 DI3770  HISTORY     - 2001     MONUMENTED       NCGS
 DI3770
 DI3770                          STATION DESCRIPTION
 DI3770
 DI3770'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3770'STATION IS LOCATED 9.6 MI (15.4 KM) SOUTHEAST OF BREVARD AND 2.2 MI
 DI3770'(3.5 KM) EAST-SOUTHEAST OF CEDAR MOUNTAIN NEAR THE NORTH
 DI3770'CAROLINA/SOUTH CAROLINA STATE LINE AND A LARGE TRANSMISSION TOWER.
 DI3770'ALONG SR 1559-SOLOMON JONES ROAD FOR 2.6 MI (4.2 KM) EAST FROM US 276
 DI3770'(AT THE NC/SC STATE LINE) TO THE NC/SC STATE LINE AND THE LARGE
 DI3770'TRANSMISSION TOWER, IN THE SOUTHWEST SHOULDER OF ROAD. MARK IS ABOUT
 DI3770'LEVEL WITH SR 1559 AND FLUSH WITH THE GROUND. LOCATED 18.0 FT (5.5 M)
 DI3770'WEST OF THE CENTERLINE OF SR 1559, 114.6 FT (34.9 M) SOUTH OF
 DI3770'TELEPHONE PEDESTAL NO. 2-50 AT THE NORTH END OF THE CHAIN LINK FENCE,
 DI3770'14.0 FT (4.3 M) EAST OF THE CHAIN LINK FENCE--AND 27.6 FT (8.4 M)
 DI3770'NORTH OF A 8-INCH POPLAR, 60.4 FT (18.4 M) SOUTHWEST OF A 8-INCH
 DI3770'CHERRY--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2833 ***********************************************************************
 EY2833  DESIGNATION -  BROADHURST
 EY2833  PID         -  EY2833
 EY2833  STATE/COUNTY-  NC/WAYNE
 EY2833  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY2833
 EY2833                         *CURRENT SURVEY CONTROL
 EY2833  ___________________________________________________________________
 EY2833* NAD 83(2007)-  35 15 24.21414(N)    077 54 38.14356(W)     ADJUSTED  
 EY2833* NAVD 88     -        18.8    (meters)      62.     (feet)  GPS OBS   
 EY2833  ___________________________________________________________________
 EY2833  EPOCH DATE  -        2002.00
 EY2833  X           -   1,092,013.516 (meters)                     COMP
 EY2833  Y           -  -5,098,387.759 (meters)                     COMP
 EY2833  Z           -   3,661,151.686 (meters)                     COMP
 EY2833  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EY2833  ELLIP HEIGHT-         -16.619 (meters)          (02/10/07) ADJUSTED
 EY2833  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 EY2833
 EY2833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY2833  Type    PID    Designation                      North   East  Ellip
 EY2833  -------------------------------------------------------------------
 EY2833  NETWORK EY2833 BROADHURST                        2.08   1.63   3.02
 EY2833  -------------------------------------------------------------------
 EY2833
 EY2833.The horizontal coordinates were established by GPS observations
 EY2833.and adjusted by the National Geodetic Survey in February 2007.
 EY2833
 EY2833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY2833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY2833.The horizontal coordinates are valid at the epoch date displayed above.
 EY2833.The epoch date for horizontal control is a decimal equivalence
 EY2833.of Year/Month/Day.
 EY2833
 EY2833.The orthometric height was determined by GPS observations and a
 EY2833.high-resolution geoid model.
 EY2833
 EY2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2833
 EY2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2833
 EY2833.The ellipsoidal height was determined by GPS observations
 EY2833.and is referenced to NAD 83.
 EY2833
 EY2833.The geoid height was determined by GEOID03.
 EY2833
 EY2833;                    North         East     Units Scale Factor Converg.
 EY2833;SPC NC       -   167,684.951   708,724.737   MT  0.99987260   +0 37 43.6
 EY2833;SPC NC       -   550,146.38  2,325,207.74   sFT  0.99987260   +0 37 43.6
 EY2833;UTM  18      - 3,905,398.067   235,197.257   MT  1.00046425   -1 40 51.9
 EY2833
 EY2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2833!SPC NC       -   1.00000261  x   0.99987260  =   0.99987521
 EY2833!UTM  18      -   1.00000261  x   1.00046425  =   1.00046686
 EY2833
 EY2833:                Primary Azimuth Mark                     Grid Az
 EY2833:SPC NC       -  DAILY                                    358 59 25.8
 EY2833:UTM  18      -  DAILY                                    001 18 01.3
 EY2833
 EY2833|---------------------------------------------------------------------|
 EY2833| PID    Reference Object                     Distance      Geod. Az  |
 EY2833|                                                           dddmmss.s |
 EY2833| EY2834 DAILY                               APPROX. 1.8 KM 3593709.4 |
 EY2833|---------------------------------------------------------------------|
 EY2833
 EY2833                          SUPERSEDED SURVEY CONTROL
 EY2833
 EY2833  NAD 83(1986)-  35 15 24.22374(N)    077 54 38.15192(W) AD(       ) 1
 EY2833  NAD 83(2001)-  35 15 24.21447(N)    077 54 38.14328(W) AD(       ) 1
 EY2833  ELLIP H (01/28/04)  -16.615  (m)                       GP(       ) 5 1
 EY2833  NAD 83(1986)-  35 15 24.22398(N)    077 54 38.15435(W) AD(       ) 2
 EY2833  NAD 27      -  35 15 23.63529(N)    077 54 39.21339(W) AD(       ) 2
 EY2833  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG    3  
 EY2833
 EY2833.Superseded values are not recommended for survey control.
 EY2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2833.See file dsdata.txt to determine how the superseded data were derived.
 EY2833
 EY2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3519705398(NAD 83)
 EY2833_MARKER: DE = TRAVERSE STATION DISK
 EY2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2833_STAMPING: BROADHURST 1976
 EY2833_MARK LOGO: NCGS  
 EY2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2833+STABILITY: SURFACE MOTION
 EY2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2833+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 EY2833
 EY2833  HISTORY     - Date     Condition        Report By
 EY2833  HISTORY     - 1976     MONUMENTED       NCGS
 EY2833  HISTORY     - 1987     GOOD             USPSQD
 EY2833  HISTORY     - 19991005 GOOD             USAF
 EY2833
 EY2833                          STATION DESCRIPTION
 EY2833
 EY2833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2833'BROADHURST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2833'IN THE VICINITY OF SEVEN SPRINGS, NORTH CAROLINA.
 EY2833'
 EY2833'BROADHURST IS LOCATED APPROXIMATELY 4.2 MILES WNW OF SEVEN
 EY2833'SPRINGS AND 10.1 MILES SSE OF GOLDSBORO.  TO REACH STATION FROM
 EY2833'INTERSECTION OF NC 55 AND NC 111 AT HINES CROSSROADS, PROCEED
 EY2833'NORTH ALONG NC 111 FOR 4.1 MILES TO STATION ON LEFT, IN WEST
 EY2833'SHOULDER OF HIGHWAY NEAR A CULVERT, APPROXIMATELY 500 FEET NORTH
 EY2833'OF BROADHURST GROCERY STORE, 0.3 MILE SOUTH OF BRIDGE OVER THE
 EY2833'NEUSE RIVER AND 0.1 MILE SOUTH OF Y INTERSECTION WITH SR 1913
 EY2833'(SW).
 EY2833'
 EY2833'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2833'BROADHURST 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY2833'OF WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2833'
 EY2833'MARK IS 18.8 FT W OF C/L NC 111
 EY2833'
 EY2833'32.2 FT E OF PP WITH ALUMINUM REF. TAG
 EY2833'
 EY2833'41.5 FT N OF A 30 INCH CULVERT UNDER NC 111
 EY2833'
 EY2833'64.8 FT NE OF A T.P. PEDESTAL AT CORNER OF A YARD FENCE
 EY2833'
 EY2833'36.3 FT SE OF A 6 INCH PINE TREE WITH ALUMINUM REF. TAG
 EY2833
 EY2833                          STATION RECOVERY (1987)
 EY2833
 EY2833'RECOVERY NOTE BY US POWER SQUADRON 1987 (HRB)
 EY2833'RECOVERED IN GOOD CONDITION.
 EY2833
 EY2833                          STATION RECOVERY (1999)
 EY2833
 EY2833'RECOVERY NOTE BY US AIR FORCE 1999
 EY2833'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6640 ***********************************************************************
 EZ6640  DESIGNATION -  BROADS
 EZ6640  PID         -  EZ6640
 EZ6640  STATE/COUNTY-  NC/WAKE
 EZ6640  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6640
 EZ6640                         *CURRENT SURVEY CONTROL
 EZ6640  ___________________________________________________________________
 EZ6640* NAD 83(2001)-  35 35 30.74069(N)    078 47 05.62694(W)     ADJUSTED  
 EZ6640* NAVD 88     -       126.5    (meters)     415.     (feet)  VERTCON   
 EZ6640  ___________________________________________________________________
 EZ6640  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 EZ6640  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 EZ6640  HORZ ORDER  -  SECOND
 EZ6640
 EZ6640.The horizontal coordinates were established by classical geodetic methods
 EZ6640.and adjusted by the National Geodetic Survey in August 2005.
 EZ6640
 EZ6640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6640
 EZ6640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6640
 EZ6640.The geoid height was determined by GEOID03.
 EZ6640
 EZ6640;                    North         East     Units Scale Factor Converg.
 EZ6640;SPC NC       -   204,341.580   629,093.037   MT  0.99989015   +0 07 26.9
 EZ6640;SPC NC       -   670,410.67  2,063,949.41   sFT  0.99989015   +0 07 26.9
 EZ6640;UTM  17      - 3,940,941.101   700,681.868   MT  1.00009631   +1 17 22.7
 EZ6640
 EZ6640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6640!SPC NC       -   0.99998528  x   0.99989015  =   0.99987543
 EZ6640!UTM  17      -   0.99998528  x   1.00009631  =   1.00008158
 EZ6640
 EZ6640                          SUPERSEDED SURVEY CONTROL
 EZ6640
 EZ6640  NAD 83(1986)-  35 35 30.73917(N)    078 47 05.63639(W) AD(       ) 2
 EZ6640  NGVD 29 (03/10/93)  126.8    (m)          416.     (f) VERT ANG    3  
 EZ6640
 EZ6640.Superseded values are not recommended for survey control.
 EZ6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6640.See file dsdata.txt to determine how the superseded data were derived.
 EZ6640
 EZ6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0068240941(NAD 83)
 EZ6640_MARKER: DE = TRAVERSE STATION DISK
 EZ6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6640_SP_SET: CONCRETE POST
 EZ6640_STAMPING: BROADS 1983
 EZ6640_MARK LOGO: NCGS  
 EZ6640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6640+STABILITY: SURFACE MOTION
 EZ6640
 EZ6640  HISTORY     - Date     Condition        Report By
 EZ6640  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6640
 EZ6640                          STATION DESCRIPTION
 EZ6640
 EZ6640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6640'STATION IS LOCATED IN FUQUAY VARINA.
 EZ6640'ALONG US 401, 0.7 KM (0.45 MI) EAST OF THE INTERSECTION WITH NC 55 ,
 EZ6640'IN NORTHWEST QUADRANT OF INTERSECTION WITH BROAD STREET.
 EZ6640'THE STATION IS A STANDARD NCGS DISK STAMPED---BROADS 1983---, SET INTO
 EZ6640'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH
 EZ6640'GROUND.  LOCATED 9.08 METERS (29.8 FT) NORTH FROM THE CENTERLINE OF
 EZ6640'HIGHWAY, 15.24 METERS (50.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF
 EZ6640'BROAD STREET, 8.99 METERS (29.5 FT) WEST FROM A LAMP POLE BESIDE A
 EZ6640'STREET SIGN POST 20.97 METERS (68.8 FT) SOUTH FROM THE SOUTH RAIL OF
 EZ6640'RAILROAD SIDING TRACK, AND 24.35 METERS (79.9 FT) EAST FROM THE SOUTH
 EZ6640'METAL POST OF FUQUAY CLUBS SIGN.
 EZ6640'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3093 ***********************************************************************
 EZ3093  DESIGNATION -  BROADWAY
 EZ3093  PID         -  EZ3093
 EZ3093  STATE/COUNTY-  NC/LEE
 EZ3093  USGS QUAD   -  BROADWAY (1981)
 EZ3093
 EZ3093                         *CURRENT SURVEY CONTROL
 EZ3093  ___________________________________________________________________
 EZ3093* NAD 83(2001)-  35 27 10.05094(N)    079 03 06.70652(W)     ADJUSTED  
 EZ3093* NAVD 88     -       147.23   (+/-2cm)     483.0    (feet)  VERTCON   
 EZ3093  ___________________________________________________________________
 EZ3093  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 EZ3093  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EZ3093  HORZ ORDER  -  SECOND
 EZ3093  VERT ORDER  -  THIRD ? (See Below)
 EZ3093
 EZ3093.The horizontal coordinates were established by classical geodetic methods
 EZ3093.and adjusted by the National Geodetic Survey in August 2005.
 EZ3093
 EZ3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3093.The vertical order pertains to the NGVD 29 superseded value.
 EZ3093
 EZ3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3093
 EZ3093.The geoid height was determined by GEOID03.
 EZ3093
 EZ3093;                    North         East     Units Scale Factor Converg.
 EZ3093;SPC NC       -   188,892.478   604,893.548   MT  0.99987872   -0 01 47.8
 EZ3093;SPC NC       -   619,724.74  1,984,554.92   sFT  0.99987872   -0 01 47.8
 EZ3093;UTM  17      - 3,925,001.630   676,797.147   MT  0.99998521   +1 07 49.0
 EZ3093
 EZ3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3093!SPC NC       -   0.99998192  x   0.99987872  =   0.99986064
 EZ3093!UTM  17      -   0.99998192  x   0.99998521  =   0.99996713
 EZ3093
 EZ3093|---------------------------------------------------------------------|
 EZ3093| PID    Reference Object                     Distance      Geod. Az  |
 EZ3093|                                                           dddmmss.s |
 EZ3093| EZ5538 BROADWAY RM 1                        28.757 METERS 00751     |
 EZ3093| EZ3094 HOLLY SPRINGS BAPTIST CH SPIRE      APPROX. 3.8 KM 1123836.9 |
 EZ3093| EZ3107 BROADWAY AZ MK                      APPROX. 0.8 KM 1470628.7 |
 EZ3093| EZ5539 BROADWAY RM 2                        24.843 METERS 20907     |
 EZ3093| EZ3349 SANFORD RADIO STA WWGP MAST         APPROX.14.8 KM 2645804.4 |
 EZ3093| EZ3347 SANFORD MUNICIPAL TANK              APPROX.10.6 KM 2791455.8 |
 EZ3093| EZ3348 SANFORD RADIO STA WEYE MAST         APPROX.14.8 KM 2841708.0 |
 EZ3093| EZ3346 SANFORD MUNICIPAL STANDPIPE         APPROX.10.5 KM 2880339.8 |
 EZ3093| EZ3092 BROADWAY PRESBYTERIAN CHURCH        109.973 METERS 34434     |
 EZ3093|---------------------------------------------------------------------|
 EZ3093
 EZ3093                          SUPERSEDED SURVEY CONTROL
 EZ3093
 EZ3093  NAD 83(1986)-  35 27 10.05490(N)    079 03 06.71045(W) AD(       ) 2
 EZ3093  NAD 27      -  35 27 09.49480(N)    079 03 07.62520(W) AD(       ) 2
 EZ3093  NGVD 29 (07/19/86)  147.46   (m)          483.8    (f) LEVELING    3  
 EZ3093
 EZ3093.Superseded values are not recommended for survey control.
 EZ3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3093.See file dsdata.txt to determine how the superseded data were derived.
 EZ3093
 EZ3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7679725002(NAD 83)
 EZ3093_MARKER: DS = TRIANGULATION STATION DISK
 EZ3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3093_STAMPING: BROADWAY 1957
 EZ3093_MARK LOGO: CGS   
 EZ3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3093+STABILITY: SURFACE MOTION
 EZ3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3093+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 EZ3093
 EZ3093  HISTORY     - Date     Condition        Report By
 EZ3093  HISTORY     - 1957     MONUMENTED       CGS
 EZ3093  HISTORY     - 1964     GOOD             AMS
 EZ3093  HISTORY     - 1974     GOOD             NGS
 EZ3093  HISTORY     - 1976     GOOD             NGS
 EZ3093  HISTORY     - 19801101 MARK NOT FOUND   USGS
 EZ3093  HISTORY     - 19810508 GOOD             NGS
 EZ3093  HISTORY     - 1984     GOOD             USPSQD
 EZ3093  HISTORY     - 20050319 GOOD             GEOCAC
 EZ3093
 EZ3093                          STATION DESCRIPTION
 EZ3093
 EZ3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ3093'STATION IS LOCATED IN THE NORTHEAST CORNER OF BROADWAY
 EZ3093'SCHOOLGROUNDS IN THE VILLAGE OF BROADWAY, ABOUT 8.0 MILES
 EZ3093'SOUTHEAST OF SANFORD.  STATION IS 80-1/2 FEET NORTHEAST OF FLAG
 EZ3093'POLE.  50-1/2 FEET SOUTH-SOUTHEAST OF APPROXIMATE CENTERLINE OF
 EZ3093'DRIVEWAY AND 53 FEET WEST-NORTHWEST OF THE APPROXIMATE
 EZ3093'CENTERLINE OF U.S. HIGHWAY NO. 421.  THE MARK IS FLUSH AND THE
 EZ3093'DISK IS STAMPED BROADWAY 1957.
 EZ3093'
 EZ3093'REFERENCE MARK NO. 1 IS 38 FEET NORTH-NORTHWEST OF
 EZ3093'APPROXIMATE CENTERLINE OF DRIVEWAY, 24-1/2 FEET WEST-SOUTHWEST
 EZ3093'OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 421 AND 2 FEET
 EZ3093'SOUTHWEST OF POWERLINE POLE.  THE MARK IS SET FLUSH AND THE
 EZ3093'DISK IS STAMPED BROADWAY NO. 1 1957.
 EZ3093'
 EZ3093'REFERENCE MARK NO. 2 IS 2 FEET SOUTHWEST OF FLAG POLE AND 1/2
 EZ3093'FOOT NORTHEAST OF BRICK MONUMENT.  THE DISK IS SET FLUSH AGAINST
 EZ3093'DRILLHOLE IN CONCRETE PAD AND THE DISK IS STAMPED BROADWAY
 EZ3093'NO. 2 1957.
 EZ3093'
 EZ3093'AZIMUTH MARK IS 25 FEET WEST OF APPROXIMATE CENTERLINE OF
 EZ3093'U.S. HIGHWAY NO. 421.  2-1/2 FEET NORTHWEST OF TELEPHONE POLE,
 EZ3093'AND 3 FEET NORTH-NORTHWEST OF WITNESS POST.  THE MARK PROJECTS
 EZ3093'6 INCHES AND THE DISK IS STAMPED BROADWAY 1957.
 EZ3093'
 EZ3093'TO REACH FROM POST OFFICE IN THE VILLAGE OF BROADWAY GO
 EZ3093'SOUTH-SOUTHEAST ON U.S. HIGHWAY NO. 421 FOR 0.3 MILE TO BROADWAY
 EZ3093'SCHOOLHOUSE AND STATION ON RIGHT WEST SIDE OF HIGHWAY AS
 EZ3093'DESCRIBED.  CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY NO. 421 FOR
 EZ3093'0.5 MILE TO AZIMUTH MARK ON RIGHT (WEST) SIDE OF HIGHWAY.
 EZ3093'
 EZ3093'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3093
 EZ3093                          STATION RECOVERY (1964)
 EZ3093
 EZ3093'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ3093'THE STATION.  REFERENCE MARKS.  AND AZIMUTH MARK WAS RECOVERED
 EZ3093'IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 EZ3093'ADDITIONS--THE STATION MARK IS--52 FT. WSW OF CENTERLINE OF
 EZ3093'PAVED RD., 13 FT. ENE OF SMALL BUSH, 12 FT. N. OF N. EDGE OF
 EZ3093'FOLIAGE, LARGE EVERGREEN, 80 FT. NNE OF CENTER OF SMALL
 EZ3093'(6 FT X 8 FT) RECTANGULAR SHAPE CONCRETE BASE AROUND FLAG POLE.
 EZ3093'
 EZ3093'(AZIMUTH MARK IS LOCATED 30 FEET N. OF CENTERLINE OF
 EZ3093'LANE WEST.)
 EZ3093
 EZ3093                          STATION RECOVERY (1974)
 EZ3093
 EZ3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 EZ3093'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 EZ3093'RECOVERED AN FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN 1957.
 EZ3093'
 EZ3093'THE STATION IS ON PROPERTY OWNED BY THE BROADWAY SCHOOL
 EZ3093'DISTRICT.  PERMISSION WAS GRANTED BY MR. C. L. WILLIAMS, PRINCIPAL
 EZ3093'P.O. BOX 208.  BROADWAY N.C. PHONE 258-7828.
 EZ3093'
 EZ3093'THE 1957 DESCRIPTION AND TO REACH IS ADEQUATE.
 EZ3093
 EZ3093                          STATION RECOVERY (1976)
 EZ3093
 EZ3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EZ3093'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 EZ3093'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT COULD
 EZ3093'NOT BE FOUND.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND GREATER
 EZ3093'BY 1 MINUTE 21 SECONDS AND THE DIRECTION TO REFERENCE MARK 2
 EZ3093'CHECKED.  THE DISTANCE TO BOTH REFERENCE MARKS CHECKED.  A
 EZ3093'COMPLETE NEW DESCRIPTION FOLLOWS.
 EZ3093'
 EZ3093'THE STATION IS ABOUT 8 MILES SOUTHEAST OF SANFORD, IN THE TOWN OF
 EZ3093'BROADWAY AND ON THE BROADWAY SCHOOL GROUNDS.
 EZ3093'
 EZ3093'TO REACH THE STATION FROM THE POST OFFICE IN BROADWAY, GO SOUTHEAST
 EZ3093'ON U.S. HIGHWAY 421 FOR 0.3 MILE TO THE STATION ON THE RIGHT AS
 EZ3093'DESCRIBED.
 EZ3093'
 EZ3093'STATION MARK, STAMPED BROADWAY 1957, IS A STANDARD DISK SET IN THE
 EZ3093'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND
 EZ3093'SURFACE.  IT IS 81 FEET NORTHEAST OF A FLAG POLE, 78.3 FEET EAST OF
 EZ3093'THE EAST SIDE OF A SCHOOL HOUSE, 52 FEET WEST OF THE CENTER OF
 EZ3093'U.S.  HIGHWAY 421 AND 23 FEET NORTH OF A LARGE TWIN TRUNKED PINE
 EZ3093'TREE.
 EZ3093'
 EZ3093'REFERENCE MARK 1, STAMPED BROADWAY NO 1 1957, IS A STANDARD DISK
 EZ3093'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 EZ3093'A SIDEWALK.  IT IS 67.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EZ3093'TWO STORY BRICK HOUSE, 24 FEET WEST OF THE CENTER OF THE HIGHWAY,
 EZ3093'1 FOOT SOUTHWEST OF POWER LINE POLE NUMBER 2716 AND AT THE EAST
 EZ3093'EDGE OF THE SIDEWALK.
 EZ3093'
 EZ3093'REFERENCE MARK 2, STAMPED BROADWAY NO 2 1957, IS A STANDARD DISK
 EZ3093'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A FLAG POLE AND IS
 EZ3093'FLUSH WITH THE CONCRETE BASE.  IT IS 63 FEET SOUTHWEST OF THE LARGE
 EZ3093'TWIN TRUNKED PINE TREE, 26.7 FEET EAST OF THE EAST SIDE OF THE
 EZ3093'SCHOOL AND 1.9 FEET WEST OF THE FLAG POLE.
 EZ3093'
 EZ3093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BROADWAY.
 EZ3093'
 EZ3093'HEIGHT OF LIGHT ABOVE STATION MARK 64 FEET.
 EZ3093
 EZ3093                          STATION RECOVERY (1980)
 EZ3093
 EZ3093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (AIM)
 EZ3093'MARK NOT FOUND.
 EZ3093
 EZ3093                          STATION RECOVERY (1981)
 EZ3093
 EZ3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EZ3093'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 EZ3093'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY TREES
 EZ3093'ON THE NORTH SIDE OF ROAD.  THE ANGLE BETWEEN REFERENCE MARKS WAS
 EZ3093'FOUND TO BE GREATER BY 54 SECONDS AND THE DISTANCES CHECKED.
 EZ3093' 
 EZ3093'A NEW DESCRIPTION FOLLOW.
 EZ3093' 
 EZ3093'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE BROADWAY SCHOOL
 EZ3093'GROUNDS IN BROADWAY, 0.3 MILE SOUTH OF THE POST OFFICE.
 EZ3093' 
 EZ3093'STATION MARK IS A STANDARD DISK STAMPED--BROADWAY 1957--, SET IN THE
 EZ3093'TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH GROUND.  THE
 EZ3093'SUB-SURFACE MARK WAS NOT INSPECTED.  THEY ARE 23.8 FT SOUTHEAST OF A
 EZ3093'24-INCH WILLOW OAK TREE, 24.5 FEET NORTH OF A TRIPLE-TRUNK, 40-INCH
 EZ3093'PINE TREE, 34.6 FEET SOUTH SOUTHWEST OF AN 18-INCH HICKORY TREE, 52.5
 EZ3093'FEET WEST OF THE CENTERLINE OF SR 1579, MAIN ST, 65.3 NORTHWEST OF THE
 EZ3093'EAST END OF A BRICK, SCHOOL SIGN, 79.2 FEET EAST OF THE EAST FACE OF
 EZ3093'SCHOOL BUILDING AND 115.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 EZ3093'THE SCHOOL BUILDING.
 EZ3093' 
 EZ3093'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BROADWAY NO 2 1957--,
 EZ3093'CEMENTED IN THE TOP OF A CONCRETE BASE FOR A FLAGPOLE.  IT IS 0.5 EAST
 EZ3093'OF BRICK MONUMENT WITH INSCRIPTION, 'CLASS OF 55', 2 FEET WEST OF FLAG
 EZ3093'POLE AND 27.5 FEET EAST OF EAST FACE OF SCHOOL BUILDING.
 EZ3093' 
 EZ3093'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BROADWAY NO 1 1957--, SET
 EZ3093'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS SURROUNDED BY A
 EZ3093'CONCRETE SIDEWALK.  IT IS 1 FOOT SOUTHWEST OF POWERLINE POLE NUMBER
 EZ3093'2716, WITH A TRANSFORMER, 24 FEET WEST OF THE CENTERLINE OF SR 1579,
 EZ3093'68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY BRICK BUILDING
 EZ3093'AND 108.5 FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL
 EZ3093'BUILDING.
 EZ3093' 
 EZ3093'AZIMUTH MARK IS A STANDARD DISK STAMPED--BROADWAY 1957--, SET IN THE
 EZ3093'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 EZ3093'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SR1579 AND WATSON LAKE
 EZ3093'ROAD, 133.6 FEET SOUTHEAST OF POWERLINE POLE NUMBER 2799 WHICH HAS A
 EZ3093'REFERENCE TAG AND A TRANSFORMER, 66.8 FEET SOUTHWEST OF UTILITY POLE
 EZ3093'NUMBER A 21, WITH A REFERENCE TAG, 35.4 FEET NORTHEAST OF A POWERLINE
 EZ3093'POLE WITH A REFERENCE TAG, 24.7 FEET SOUTHWEST OF THE CENTERLINE OF SR
 EZ3093'1579 AND 1.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 EZ3093' 
 EZ3093'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH AND SOUTHEAST ON SR
 EZ3093'1579 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 EZ3093
 EZ3093                          STATION RECOVERY (1984)
 EZ3093
 EZ3093'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ3093'BROADWAY 1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ3093
 EZ3093                          STATION RECOVERY (2005)
 EZ3093
 EZ3093'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EZ3093'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EZ3093'CONDITION. THE CONCRETE SETTING FOR THE AZIMUTH MARK WAS FOUND OUT OF
 EZ3093'GROUND WITH ONLY THE STEM REMAINING. THE BOX SCORE DISTANCES AND
 EZ3093'DIRECTIONS TO REFERENCE MARKS 1 AND 2 REMAIN ACCURATE. NOTE THAT
 EZ3093'US-421 AT THIS LOCATION IS NOW SR-1579 (SOUTH MAIN ST.) AND THE SCHOOL
 EZ3093'IS BROADWAY ELEMENTARY.
 EZ3093' 
 EZ3093'THE STATION AND RM2 ARE ON SCHOOL GROUNDS INSIDE A PLAYGROUND AREA
 EZ3093'SURROUNDED BY A WHITE PICKET FENCE (N) OF THE SCHOOL'S MAIN ENTRANCE
 EZ3093'ON THE (W) SIDE OF SOUTH MAIN ST. (SR-1579).
 EZ3093' 
 EZ3093'STATION MARK WAS FOUND RECESSED 2 INCHES BELOW THE SURFACE, 52 FT WEST
 EZ3093'OF THE CENTER OF SOUTH MAIN ST. (SR-1579) AND 23 FEET (N) OF A TWIN
 EZ3093'TRUNK PINE.
 EZ3093' 
 EZ3093'RM2 WAS FOUND 63 FEET (SW) OF A TWIN TRUNK PINE, CEMENTED IN A
 EZ3093'CONCRETE SLAB (THE OLD FLAGPOLE BASE) THE TOP OF WHICH IS FLUSH WITH
 EZ3093'THE SURROUNDING GROUND SURFACE. H/H (NAD 83) GPS COORDS. 35 27 09.4(N)
 EZ3093'079 03 07.2(W). ERROR (+/-) 11.1 FEET.
 EZ3093' 
 EZ3093'RM1 WAS FOUND IN FRONT OF THE FENCED PLAYGROUND AREA, ALONG THE WEST
 EZ3093'EDGE OF SOUTH MAIN ST. (SR1579), BETWEEN THE SIDEWALK AND STREET CURB,
 EZ3093'RECESSED 2 INCHES BELOW THE GROUND SURFACE AND BETWEEN POWERPOLE
 EZ3093'NUMBERED 2716 AND POWERPOLE WITH STREETLIGHT AND TRANSFORMER NUMBERED
 EZ3093'CP/L 6589-AC. DISTANCE BETWEEN POWERPOLES- APPROX. 2 FEET. H/H (NAD
 EZ3093'83) GPS COORDS. 35 27 11.0(N)  079 03 06.4(W). ERROR (+/-) 14.2 FEET.
 EZ3093' 
 EZ3093' 
 EZ3093'AZ MK - SEE (EZ3107) BROADWAY AZ MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3107 ***********************************************************************
 EZ3107  DESIGNATION -  BROADWAY AZ MK
 EZ3107  PID         -  EZ3107
 EZ3107  STATE/COUNTY-  NC/LEE
 EZ3107  USGS QUAD   -  BROADWAY (1981)
 EZ3107
 EZ3107                         *CURRENT SURVEY CONTROL
 EZ3107  ___________________________________________________________________
 EZ3107* NAD 83(2001)-  35 26 47.99848(N)    079 02 49.27794(W)     ADJUSTED  
 EZ3107* NAVD 88     -       144.6    (meters)     474.     (feet)  VERTCON   
 EZ3107  ___________________________________________________________________
 EZ3107  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 EZ3107  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 EZ3107  HORZ ORDER  -  SECOND
 EZ3107
 EZ3107.The horizontal coordinates were established by classical geodetic methods
 EZ3107.and adjusted by the National Geodetic Survey in August 2005.
 EZ3107
 EZ3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3107
 EZ3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3107
 EZ3107.The geoid height was determined by GEOID03.
 EZ3107
 EZ3107;                    North         East     Units Scale Factor Converg.
 EZ3107;SPC NC       -   188,212.705   605,332.676   MT  0.99987836   -0 01 37.7
 EZ3107;SPC NC       -   617,494.52  1,985,995.62   sFT  0.99987836   -0 01 37.7
 EZ3107;UTM  17      - 3,924,330.815   677,249.996   MT  0.99998718   +1 07 58.5
 EZ3107
 EZ3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3107!SPC NC       -   0.99998234  x   0.99987836  =   0.99986070
 EZ3107!UTM  17      -   0.99998234  x   0.99998718  =   0.99996952
 EZ3107
 EZ3107:                Primary Azimuth Mark                     Grid Az
 EZ3107:SPC NC       -  JOHNNY                                   123 59 32.8
 EZ3107:UTM  17      -  JOHNNY                                   122 49 56.6
 EZ3107
 EZ3107|---------------------------------------------------------------------|
 EZ3107| PID    Reference Object                     Distance      Geod. Az  |
 EZ3107|                                                           dddmmss.s |
 EZ3107| EZ3102 JOHNNY                              477.810 METERS 1235755.1 |
 EZ3107| EZ3106 OBAR                                APPROX. 0.6 KM 3231733.7 |
 EZ3107|---------------------------------------------------------------------|
 EZ3107
 EZ3107                          SUPERSEDED SURVEY CONTROL
 EZ3107
 EZ3107  NAD 83(1986)-  35 26 48.00220(N)    079 02 49.28167(W) AD(       ) 2
 EZ3107  NAD 27      -  35 26 47.44125(N)    079 02 50.19351(W) AD(       ) 2
 EZ3107  NGVD 29 (07/19/86)  144.8    (m)          475.     (f) VERT ANG    3  
 EZ3107
 EZ3107.Superseded values are not recommended for survey control.
 EZ3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3107.See file dsdata.txt to determine how the superseded data were derived.
 EZ3107
 EZ3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7725024331(NAD 83)
 EZ3107_MARKER: DZ = AZIMUTH MARK DISK
 EZ3107_SETTING: 0 = UNSPECIFIED SETTING
 EZ3107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3107
 EZ3107  HISTORY     - Date     Condition        Report By
 EZ3107  HISTORY     - 1970     MONUMENTED       CGS
 EZ3107  HISTORY     - 19801101 GOOD             USGS
 EZ3107
 EZ3107                          STATION DESCRIPTION
 EZ3107
 EZ3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (EM)
 EZ3107'BROADWAY AZ. (USC AND GS) IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 EZ3107'IN THE VICINITY OF BROADWAY, NORTH CAROLINA.
 EZ3107'
 EZ3107'BROADWAY AZ. IS LOCATED APPROXIMATELY 0.9 MILE SSE OF BROADWAY.  TO
 EZ3107'REACH STATION PROCEED FROM THE INTERSECTION OF US 421 AND SR 1538 ON
 EZ3107'THE WEST EDGE OF BROADWAY, GO SOUTHEAST ON US 421 FOR 0.9 MILE TO
 EZ3107'STATION ON THE RIGHT, APPROXIMATELY 50 FEET EAST OF SR 1550
 EZ3107'(WATSON LAKE RD.), AND 0.1 MILE EAST OF LEE AND HARNETT COUNTY
 EZ3107'LINE.
 EZ3107'
 EZ3107'STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AZIMUTH MARK,
 EZ3107'STAMPED BROADWAY AZ. 1957, WHICH IS 2 INCHES ABOVE THE SURFACE OF
 EZ3107'THE GROUND.
 EZ3107'
 EZ3107'MARK IS--
 EZ3107'24.7 FEET SW OF C/L OF US 421.
 EZ3107'35.4 FEET NE OF ALUMINUM REF. TAG ON PP NO. 1.
 EZ3107'66.8 FEET SW OF ALUMINUM REF. TAG ON PP AND TP.
 EZ3107'133.6 FEET SE OF ALUMINUM REF. TAG ON PP NO. 2799 W/TRANSFORMER.
 EZ3107'130.4 FEET SE OF ALUMINUM REF. TAG ON TP.
 EZ3107
 EZ3107                          STATION RECOVERY (1980)
 EZ3107
 EZ3107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (AIM)
 EZ3107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3092 ***********************************************************************
 EZ3092  DESIGNATION -  BROADWAY PRESBYTERIAN CHURCH
 EZ3092  PID         -  EZ3092
 EZ3092  STATE/COUNTY-  NC/LEE
 EZ3092  USGS QUAD   -  BROADWAY (1981)
 EZ3092
 EZ3092                         *CURRENT SURVEY CONTROL
 EZ3092  ___________________________________________________________________
 EZ3092* NAD 83(2001)-  35 27 13.49089(N)    079 03 07.86697(W)     ADJUSTED  
 EZ3092* NAVD 88     -              **(meters)            **(feet)            
 EZ3092  ___________________________________________________________________
 EZ3092  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 EZ3092  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 EZ3092  HORZ ORDER  -  THIRD
 EZ3092
 EZ3092.The horizontal coordinates were established by classical geodetic methods
 EZ3092.and adjusted by the National Geodetic Survey in August 2005.
 EZ3092
 EZ3092
 EZ3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3092
 EZ3092.The geoid height was determined by GEOID03.
 EZ3092
 EZ3092;                    North         East     Units Scale Factor Converg.
 EZ3092;SPC NC       -   188,998.497   604,864.344   MT  0.99987878   -0 01 48.4
 EZ3092;SPC NC       -   620,072.57  1,984,459.10   sFT  0.99987878   -0 01 48.4
 EZ3092;UTM  17      - 3,925,107.047   676,765.799   MT  0.99998507   +1 07 48.4
 EZ3092
 EZ3092                          SUPERSEDED SURVEY CONTROL
 EZ3092
 EZ3092  NAD 83(1986)-  35 27 13.49463(N)    079 03 07.87063(W) AD(       ) 4
 EZ3092  NAD 27      -  35 27 12.93600(N)    079 03 08.78600(W) AD(       ) 3
 EZ3092
 EZ3092.Superseded values are not recommended for survey control.
 EZ3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3092.See file dsdata.txt to determine how the superseded data were derived.
 EZ3092
 EZ3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7676625107(NAD 83)
 EZ3092_MARKER: 90 = CHURCH SPIRE
 EZ3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3092+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 EZ3092
 EZ3092  HISTORY     - Date     Condition        Report By
 EZ3092  HISTORY     - 1957     FIRST OBSERVED   CGS
 EZ3092  HISTORY     - 1964     GOOD             AMS
 EZ3092  HISTORY     - 1976     GOOD             NGS
 EZ3092  HISTORY     - 1985     GOOD             USPSQD
 EZ3092  HISTORY     - 20030408 GOOD             USPSQD
 EZ3092
 EZ3092                          STATION DESCRIPTION
 EZ3092
 EZ3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ3092'STATION IS LOCATED IN THE SOUTHEASTERN PART OF THE VILLAGE
 EZ3092'OF BROADWAY.  STATION IS ON THE NORTHEAST END OF A RED BRICK
 EZ3092'CHURCH AND IS ABOUT 70 FEET HIGH.  THE POINT INTERSECTED WAS
 EZ3092'THE ROD ATOP SPIRE.
 EZ3092'
 EZ3092'TO REACH FROM POST OFFICE IN THE VILLAGE OF BROADWAY, GO
 EZ3092'SOUTHEAST ON U.S. HIGHWAY NO. 421 FOR 0.25 MILE TO STATION ON
 EZ3092'RIGHT (SOUTHWEST) SIDE OF HIGHWAY.
 EZ3092
 EZ3092                          STATION RECOVERY (1964)
 EZ3092
 EZ3092'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ3092'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ3092
 EZ3092                          STATION RECOVERY (1976)
 EZ3092
 EZ3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EZ3092'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1957.
 EZ3092'
 EZ3092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BROADWAY.
 EZ3092
 EZ3092                          STATION RECOVERY (1985)
 EZ3092
 EZ3092'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ3092'STATION FOUND GOOD.
 EZ3092'
 EZ3092'VISITED SITE - VERIFIED EXISTENCE.
 EZ3092'
 EZ3092'NCGS BLUE LINE MAP INDEX NO. - 1006.
 EZ3092
 EZ3092                          STATION RECOVERY (2003)
 EZ3092
 EZ3092'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 EZ3092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7949 ***********************************************************************
 DG7949  DESIGNATION -  BROCARR
 DG7949  PID         -  DG7949
 DG7949  STATE/COUNTY-  NC/WARREN
 DG7949  USGS QUAD   -  SOUTH HILL SE (1990)
 DG7949
 DG7949                         *CURRENT SURVEY CONTROL
 DG7949  ___________________________________________________________________
 DG7949* NAD 83(2007)-  36 32 29.34502(N)    078 02 33.36751(W)     ADJUSTED  
 DG7949* NAVD 88     -        87.7    (meters)     288.     (feet)  GPS OBS   
 DG7949  ___________________________________________________________________
 DG7949  EPOCH DATE  -        2002.00
 DG7949  X           -   1,062,958.419 (meters)                     COMP
 DG7949  Y           -  -5,019,174.179 (meters)                     COMP
 DG7949  Z           -   3,776,666.537 (meters)                     COMP
 DG7949  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DG7949  ELLIP HEIGHT-          54.452 (meters)          (02/10/07) ADJUSTED
 DG7949  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DG7949
 DG7949  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7949  Type    PID    Designation                      North   East  Ellip
 DG7949  -------------------------------------------------------------------
 DG7949  NETWORK DG7949 BROCARR                           0.94   0.63   2.80
 DG7949  -------------------------------------------------------------------
 DG7949
 DG7949.The horizontal coordinates were established by GPS observations
 DG7949.and adjusted by the National Geodetic Survey in February 2007.
 DG7949
 DG7949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7949.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7949.The horizontal coordinates are valid at the epoch date displayed above.
 DG7949.The epoch date for horizontal control is a decimal equivalence
 DG7949.of Year/Month/Day.
 DG7949
 DG7949.The orthometric height was determined by GPS observations and a
 DG7949.high-resolution geoid model.
 DG7949
 DG7949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7949
 DG7949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7949
 DG7949.The ellipsoidal height was determined by GPS observations
 DG7949.and is referenced to NAD 83.
 DG7949
 DG7949.The geoid height was determined by GEOID03.
 DG7949
 DG7949;                    North         East     Units Scale Factor Converg.
 DG7949;SPC NC       -   310,101.560   695,339.265   MT  1.00012621   +0 33 09.3
 DG7949;SPC NC       - 1,017,391.53  2,281,292.24   sFT  1.00012621   +0 33 09.3
 DG7949;UTM  17      - 4,048,079.967   764,743.702   MT  1.00046362   +1 45 42.7
 DG7949;UTM  18      - 4,048,318.037   227,626.822   MT  1.00051412   -1 48 45.7
 DG7949
 DG7949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7949!SPC NC       -   0.99999145  x   1.00012621  =   1.00011766
 DG7949!UTM  17      -   0.99999145  x   1.00046362  =   1.00045507
 DG7949!UTM  18      -   0.99999145  x   1.00051412  =   1.00050557
 DG7949
 DG7949                          SUPERSEDED SURVEY CONTROL
 DG7949
 DG7949  NAD 83(1986)-  36 32 29.34697(N)    078 02 33.38014(W) AD(       ) 1
 DG7949  NAD 83(2001)-  36 32 29.34573(N)    078 02 33.36755(W) AD(       ) 1
 DG7949  ELLIP H (10/29/04)   54.451  (m)                       GP(       ) 5 1
 DG7949
 DG7949.Superseded values are not recommended for survey control.
 DG7949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7949.See file dsdata.txt to determine how the superseded data were derived.
 DG7949
 DG7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6474448080(NAD 83)
 DG7949_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7949_STAMPING: BROCARR 1990
 DG7949_MARK LOGO: NCGS  
 DG7949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG7949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7949+STABILITY: SURFACE MOTION
 DG7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7949+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 DG7949
 DG7949  HISTORY     - Date     Condition        Report By
 DG7949  HISTORY     - 1990     MONUMENTED       NCGS
 DG7949  HISTORY     - 20050303 GOOD             GEOCAC
 DG7949
 DG7949                          STATION DESCRIPTION
 DG7949
 DG7949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 DG7949'IN 1990, THE STATION AND REFERNCE MARK WERE SET. ASTRO-OBSERVATIONS,
 DG7949'ANGLES AND EDM WERE MEASURED TO PRODUCE THE FOLLOWING GRID AZIMUTHS
 DG7949'AND DISTANCES -- TO RM 1, AZIMUTH OF 221-39-55, DISTANCE 280.181 M, TO
 DG7949'NC VA GRANITE MONUMENT NO 29, AZIMUTH OF 338-50-27, DISTANCE 271.592
 DG7949'M. STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTHEAST OF WARRENTON,
 DG7949'NC, 8.3 MI (13.4 KM) WEST OF GASBURG, VA, AND IN MORRISTOWN
 DG7949'SUBDIVISION, NEAR THE NC/VA STATE LINE. PROCEED ALONG VA 903 FOR 6.5
 DG7949'MI (10.5 KM) EAST FROM THE I-85 INTERCHANGE AT BRACEY TO VA 612 (ABOUT
 DG7949'500-FEET NORTHEAST OF SAINT STEPHENS CHURCH), THENCE SOUTH ALONG VA
 DG7949'612 FOR 2.6 MI (4.2 KM) INTO NORTH CAROLINA TO INTERSECTION OF
 DG7949'CARRINGTON DRIVE AND BROOKS COURT, AND STATION IN THE NORTHWEST
 DG7949'QUADRANT OF THE CROSSROADS. MARK IS ABOUT 4 FEET (1.2 M) HIGHER THAN
 DG7949'ROAD AND RECESSED 3 INCHES BELOW GROUND. LOCATED 20.60 M (67.59 FT)
 DG7949'SOUTHWEST OF THE CENTERLINE OF ROAD, 11.60 M (38.06 FT) NORTHWEST OF
 DG7949'THE CENTERLINE OF CARRINGTON DRIVE, 12.05 M (39.53 FT) SOUTH-SOUTHWEST
 DG7949'OF A TELEPHONE PEDESTAL--AND 50.90 M (166.99 FT) NORTHEAST OF A
 DG7949'60-INCH WHITE OAK, 33.15 M (108.76 FT) NORTH-NORTHEAST OF A POWER POLE
 DG7949'WITH TRANSFORMER--BOTH WITH REFERENCE TAGS. BROCARR RM 1, STAMPED NO 1
 DG7949'1990 IS 0.2 MI (0.3 KM) SOUTHWEST ALONG CARRINGTON DRIVE FROM THE
 DG7949'STATION IN NORTHEAST QUADRANT OF A T-INTERSECTION, A DISK SET ON TOP
 DG7949'OF A METAL ROD DRIVEN IN GROUND, ABOUT 1 FOOT (0.3 M) LOWER THAN THE
 DG7949'ROAD AND IS RECESSED 10 INCHES BELOW GROUND. LOCATED 8.8 M (28.9 FT)
 DG7949'EAST OF THE CENTERLINE OF ROAD, 34.0 M (111.5 FT) NORTH-NORTHEAST OF
 DG7949'THE CENTERLINE OF THE T-INTERSECTION--AND 25.0 M (82.0 FT) NORTHEAST
 DG7949'OF A TELEPHONE PEDESTAL BESIDE A POWER POLE, 53.9 M (176.8 FT)
 DG7949'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL AT A RAIL FENCE CORNER AND
 DG7949'BESIDE A POWER POLE--BOTH POLES WITH REFERENCE TAGS. NC VA GRANITE
 DG7949'MONUMENT NO 29 IS LOCATED 0.2 MI (0.3 KM) NORTH OF THE STATION ON THE
 DG7949'NC/VA STATE LINE AND AT EDGE OF WOODS, A GRANITE POST, 10 INCHES BY 8
 DG7949'INCHES, WITH TOP CHISELED SHAPED, PROJECTING 30 INCHES ABOVE GROUND
 DG7949'AND 2 1/2 FEET HIGHER THAN THE ROAD, AND ETCHED--VA--ON THE NORTH SIDE
 DG7949'AND--NC--ON THE SOUTH SIDE. LOCATED 13.85 M (45.44 FT) EAST OF THE
 DG7949'CENTERLINE OF ROAD--AND 3.5 M (11.5 FT) EAST-SOUTHEAST OF A 24-INCH
 DG7949'OAK, 6.75 M (22.15 FT) NORTH OF A 30-INCH OAK--BOTH WITH REFERENCE
 DG7949'TAGS.
 DG7949
 DG7949                          STATION RECOVERY (2005)
 DG7949
 DG7949'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 DG7949'RECOVERED AT INTERSECTION OF SR1434 AND SR1436, IN NORTHWEST QUADRANT.
 DG7949'FROM VA903, PROCEED SOUTH ON VA612 (MORRISTOWN RD). BEAR RIGHT AT A
 DG7949'FUTURE 4-WAY INTERSECTION AND CONTINUE TO THE STATE LINE AND NC-VA
 DG7949'GRANITE MONUMENT NO29, AT N36 32 37.7, W078 02 37.1 (PLUS/MINUS 22
 DG7949'FT). CONTINUE SOUTH ABOUT .2 MILES TO STATION ON RIGHT, ATOP A SMALL
 DG7949'BANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2405 ***********************************************************************
 FX2405  DESIGNATION -  BROCK
 FX2405  PID         -  FX2405
 FX2405  STATE/COUNTY-  NC/PERQUIMANS
 FX2405  USGS QUAD   -  HERTFORD (1982)
 FX2405
 FX2405                         *CURRENT SURVEY CONTROL
 FX2405  ___________________________________________________________________
 FX2405* NAD 83(2001)-  36 08 58.13873(N)    076 29 12.98649(W)     ADJUSTED  
 FX2405* NAVD 88     -         3.458  (meters)      11.35   (feet)  ADJUSTED  
 FX2405  ___________________________________________________________________
 FX2405  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX2405  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 FX2405  DYNAMIC HT  -           3.455 (meters)      11.34  (feet)  COMP
 FX2405  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 FX2405
 FX2405  HORZ ORDER  -  SECOND
 FX2405  VERT ORDER  -  FIRST     CLASS II
 FX2405
 FX2405.The horizontal coordinates were established by classical geodetic methods
 FX2405.and adjusted by the National Geodetic Survey in August 2005.
 FX2405
 FX2405.The orthometric height was determined by differential leveling
 FX2405.and adjusted in June 1991.
 FX2405
 FX2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2405
 FX2405.The geoid height was determined by GEOID03.
 FX2405
 FX2405.The dynamic height is computed by dividing the NAVD 88
 FX2405.geopotential number by the normal gravity value computed on the
 FX2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2405.degrees latitude (g = 980.6199 gals.).
 FX2405
 FX2405.The modeled gravity was interpolated from observed gravity values.
 FX2405
 FX2405;                    North         East     Units Scale Factor Converg.
 FX2405;SPC NC       -   269,049.476   835,734.297   MT  0.99999525   +1 27 01.7
 FX2405;SPC NC       -   882,706.49  2,741,904.94   sFT  0.99999525   +1 27 01.7
 FX2405;UTM  18      - 4,001,552.546   366,234.333   MT  0.99982047   -0 52 38.2
 FX2405
 FX2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2405!SPC NC       -   1.00000523  x   0.99999525  =   1.00000048
 FX2405!UTM  18      -   1.00000523  x   0.99982047  =   0.99982570
 FX2405
 FX2405                          SUPERSEDED SURVEY CONTROL
 FX2405
 FX2405  NAD 83(1993)-  36 08 58.15555(N)    076 29 12.99443(W) AD(       ) 2
 FX2405  NAD 83(1986)-  36 08 58.15587(N)    076 29 12.99807(W) AD(       ) 2
 FX2405  NGVD 29 (11/01/90)    3.79   (m)           12.4    (f) LEVELING    3  
 FX2405
 FX2405.Superseded values are not recommended for survey control.
 FX2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2405.See file dsdata.txt to determine how the superseded data were derived.
 FX2405
 FX2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6623401553(NAD 83)
 FX2405_MARKER: DE = TRAVERSE STATION DISK
 FX2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2405_SP_SET: CONCRETE POST
 FX2405_STAMPING: BROCK 1978
 FX2405_MARK LOGO: NCGS  
 FX2405_PROJECTION: RECESSED 15 CENTIMETERS
 FX2405_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2405+STABILITY: SURFACE MOTION
 FX2405
 FX2405  HISTORY     - Date     Condition        Report By
 FX2405  HISTORY     - 1978     MONUMENTED       NCGS
 FX2405  HISTORY     - 1979     GOOD             NCGS
 FX2405  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FX2405  HISTORY     - 20050129 MARK NOT FOUND   USPSQD
 FX2405
 FX2405                          STATION DESCRIPTION
 FX2405
 FX2405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2405'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF BETHEL AND
 FX2405'3.3 MILES SOUTHWEST OF HERTFORD.
 FX2405'
 FX2405'TO REACH THE STATION FROM THE INTERSECTION OF US 17 WITH NC 37
 FX2405'SOUTHWEST OF HERTFORD, PROCEED NORTHEAST ALONG US 17 FOR 4.5 MILES TO
 FX2405'STATION ON LEFT IN SHOULDER, IN FRONT OF AND 10 FEET NORTH OF
 FX2405'PROLONGATION OF THE NORTH SIDE OF A ONE STORY BRICK HOUSE (THOMAS
 FX2405'PROCTOR RESIDENCE), AND 1.2 MILES NORTHEAST OF SR 1340 AND SR 1101
 FX2405'CROSSROADS.
 FX2405'
 FX2405'STATION MARK IS A STANDARD DISK STAMPED---BROCK 1978---SET IN TOP OF
 FX2405'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2405'17.5 FEET NORTHWEST OF THE CENTERLINE OF US 17, 92.8 FEET NORTH-
 FX2405'NORTHEAST OF THE CENTERLINE OF DRIVEWAY, 16.4 FEET EAST-SOUTHEAST OF
 FX2405'POWER POLE HC56 WITH TRANSFORMER AND REFERENCE TAG, 74.8 FEET
 FX2405'SOUTHEAST OF POWER POLE HC 37 WITH REFERENCE TAG, 26.6 FEET EAST-
 FX2405'NORTHEAST OF GUY WIRE ANCHOR AND 84.4 FEET NORTHEAST OF NORTH END OF
 FX2405'CULVERT.
 FX2405
 FX2405                          STATION RECOVERY (1979)
 FX2405
 FX2405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2405'3.0 MI SSW FROM HERTFORD.
 FX2405'1.35 MILES SOUTH ALONG US HIGHWAY 17 FROM THE JUNCTION OF US
 FX2405'HIGHWAY 17 BUSINESS (NORTH TO HERTFORD), IN THE WEST SHOULDER OF
 FX2405'HIGHWAY IN FRONT OF A BRICK HOUSE (PROCTOR RESIDENCE), AND 1.25
 FX2405'MILES NORTH OF SECONDARY ROUTE 1101 AND SECONDARY ROUTE 1340 JUNCTION
 FX2405'WITH HIGHWAY, 17.6 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY,
 FX2405'92.8 FEET NORTH-NORTHEAST OF CENTERLINE OF PROCTOR DRIVEWAY, 16.8
 FX2405'FEET SOUTHEAST OF POWER POLE HC 56 WITH REFERENCE TAG, 74.8 FEET
 FX2405'SOUTHEAST OF POWER POLE NO. HC 37 WITH REFERENCE TAG AND 26.4 FEET
 FX2405'NORTHEAST OF A GUY WIRE BASE.
 FX2405'THE MARK IS 1.0 FT BELOW CENTERLINE OF HIGHWAY.
 FX2405
 FX2405                          STATION RECOVERY (1997)
 FX2405
 FX2405'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2405'MARK NOT FOUND.
 FX2405
 FX2405                          STATION RECOVERY (2005)
 FX2405
 FX2405'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 FX2405'PROBABLY LOST TO R17 ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2584 ***********************************************************************
 FA2584  DESIGNATION -  BROCK
 FA2584  PID         -  FA2584
 FA2584  STATE/COUNTY-  NC/MECKLENBURG
 FA2584  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA2584
 FA2584                         *CURRENT SURVEY CONTROL
 FA2584  ___________________________________________________________________
 FA2584* NAD 83(2001)-  35 15 46.27810(N)    080 58 32.58375(W)     ADJUSTED  
 FA2584* NAVD 88     -       223.354  (meters)     732.79   (feet)  ADJUSTED  
 FA2584  ___________________________________________________________________
 FA2584  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 FA2584  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FA2584  DYNAMIC HT  -         223.151 (meters)     732.12  (feet)  COMP
 FA2584  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 FA2584
 FA2584  HORZ ORDER  -  SECOND
 FA2584  VERT ORDER  -  SECOND    CLASS II
 FA2584
 FA2584.The horizontal coordinates were established by classical geodetic methods
 FA2584.and adjusted by the National Geodetic Survey in August 2005.
 FA2584
 FA2584.The orthometric height was determined by differential leveling
 FA2584.and adjusted in December 2004.
 FA2584.No vertical observational check was made to the station.
 FA2584
 FA2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2584
 FA2584.The geoid height was determined by GEOID03.
 FA2584
 FA2584.The dynamic height is computed by dividing the NAVD 88
 FA2584.geopotential number by the normal gravity value computed on the
 FA2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA2584.degrees latitude (g = 980.6199 gals.).
 FA2584
 FA2584.The modeled gravity was interpolated from observed gravity values.
 FA2584
 FA2584;                    North         East     Units Scale Factor Converg.
 FA2584;SPC NC       -   169,609.684   429,855.003   MT  0.99987261   -1 08 25.2
 FA2584;SPC NC       -   556,461.10  1,410,282.62   sFT  0.99987261   -1 08 25.2
 FA2584;UTM  17      - 3,902,193.591   502,208.690   MT  0.99960006   +0 00 50.5
 FA2584
 FA2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2584!SPC NC       -   0.99996976  x   0.99987261  =   0.99984238
 FA2584!UTM  17      -   0.99996976  x   0.99960006  =   0.99956984
 FA2584
 FA2584:                Primary Azimuth Mark                     Grid Az
 FA2584:SPC NC       -  HOOD                                     216 10 53.1
 FA2584:UTM  17      -  HOOD                                     215 01 37.4
 FA2584
 FA2584|---------------------------------------------------------------------|
 FA2584| PID    Reference Object                     Distance      Geod. Az  |
 FA2584|                                                           dddmmss.s |
 FA2584| FA2587 HOOD                                APPROX. 0.8 KM 2150227.9 |
 FA2584| FA2591 MOORE                               APPROX. 0.6 KM 3525032.9 |
 FA2584|---------------------------------------------------------------------|
 FA2584
 FA2584                          SUPERSEDED SURVEY CONTROL
 FA2584
 FA2584  NAD 83(1986)-  35 15 46.29627(N)    080 58 32.59049(W) AD(       ) 2
 FA2584  NAD 27      -  35 15 45.79144(N)    080 58 33.32626(W) AD(       ) 2
 FA2584  NGVD 29 (07/19/86)  223.6    (m)          734.     (f) VERT ANG    3  
 FA2584
 FA2584.Superseded values are not recommended for survey control.
 FA2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2584.See file dsdata.txt to determine how the superseded data were derived.
 FA2584
 FA2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0220902194(NAD 83)
 FA2584_MARKER: DE = TRAVERSE STATION DISK
 FA2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2584_STAMPING: BROCK 1965
 FA2584_MARK LOGO: NCGS  
 FA2584_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2584+STABILITY: SURFACE MOTION
 FA2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2584+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 FA2584
 FA2584  HISTORY     - Date     Condition        Report By
 FA2584  HISTORY     - 1965     MONUMENTED       NCGS
 FA2584  HISTORY     - 1977     GOOD             NCHPWC
 FA2584  HISTORY     - 1990     GOOD             USPSQD
 FA2584  HISTORY     - 19970527 GOOD             NCGS
 FA2584  HISTORY     - 20040407 GOOD             USPSQD
 FA2584  HISTORY     - 20060831 GOOD             USPSQD
 FA2584
 FA2584                          STATION DESCRIPTION
 FA2584
 FA2584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2584'BROCK IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION
 FA2584'ESTABLISHED IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2584'
 FA2584'BROCK IS 7.9 MILES NNW OF CHARLOTTE.  LOCATED 0.7 MILES N
 FA2584'ALONG SR 1625 (SAM WILSON RD.) FROM I 85.  0.35 MILES SE ALONG
 FA2584'SR 1625 FROM SR 1601.  ON TOP OF THE E DITCH BANK OF SR 1625
 FA2584'AND 2 FT S OF HIGHWAY R/W MARKER.
 FA2584'
 FA2584'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2584'BROCK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2584'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2584'
 FA2584'MARK IS
 FA2584'
 FA2584'32.0 FT E OF C/L OF SR 1625
 FA2584'
 FA2584'21.2 FT SW OF 14 INCH PINE WITH ALUMINUM REF. TAG
 FA2584'
 FA2584'85.5 FT SW OF SW CORNER OF HOUSE
 FA2584'
 FA2584'29.6 FT SE OF CORNER POST IN YARD WITH ALUMINUM REF. TAG
 FA2584'
 FA2584'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2584
 FA2584                          STATION RECOVERY (1977)
 FA2584
 FA2584'RECOVERY NOTE BY NC HWY AND P W COMM 1977 (HRH)
 FA2584'GOOD.
 FA2584
 FA2584                          STATION RECOVERY (1990)
 FA2584
 FA2584'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2584'RECOVERED IN GOOD CONDITION.
 FA2584
 FA2584                          STATION RECOVERY (1997)
 FA2584
 FA2584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA2584'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. MARK IS LEVEL
 FA2584'WITH SR 1625 AND RECESSED 3 INCHES BELOW GROUND. LOCATED 44.5 FT (13.6
 FA2584'M) SOUTH OF NORTH END OF 12 INCH CORRUGATED METAL PIPE, AND 10.9 FT
 FA2584'(3.3 M) NORTHWEST OF SERVICE POLE WITH REFERENCE TAG.
 FA2584
 FA2584                          STATION RECOVERY (2004)
 FA2584
 FA2584'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2584' 
 FA2584' 
 FA2584
 FA2584                          STATION RECOVERY (2006)
 FA2584
 FA2584'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3030 ***********************************************************************
 EA3030  DESIGNATION -  BROCK
 EA3030  PID         -  EA3030
 EA3030  STATE/COUNTY-  NC/DUPLIN
 EA3030  USGS QUAD   -  KENANSVILLE (1980)
 EA3030
 EA3030                         *CURRENT SURVEY CONTROL
 EA3030  ___________________________________________________________________
 EA3030* NAD 83(2001)-  34 53 52.44924(N)    077 54 39.38911(W)     ADJUSTED  
 EA3030* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 EA3030  ___________________________________________________________________
 EA3030  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EA3030  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EA3030  HORZ ORDER  -  SECOND
 EA3030
 EA3030.The horizontal coordinates were established by classical geodetic methods
 EA3030.and adjusted by the National Geodetic Survey in August 2005.
 EA3030
 EA3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3030
 EA3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3030
 EA3030.The geoid height was determined by GEOID03.
 EA3030
 EA3030;                    North         East     Units Scale Factor Converg.
 EA3030;SPC NC       -   127,883.222   709,129.922   MT  0.99989155   +0 37 42.9
 EA3030;SPC NC       -   419,563.54  2,326,537.09   sFT  0.99989155   +0 37 42.9
 EA3030;UTM  18      - 3,865,588.740   234,002.423   MT  1.00047214   -1 39 58.9
 EA3030
 EA3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3030!SPC NC       -   1.00000170  x   0.99989155  =   0.99989325
 EA3030!UTM  18      -   1.00000170  x   1.00047214  =   1.00047384
 EA3030
 EA3030:                Primary Azimuth Mark                     Grid Az
 EA3030:SPC NC       -  CHAPEL                                   310 34 27.2
 EA3030:UTM  18      -  CHAPEL                                   312 52 09.0
 EA3030
 EA3030|---------------------------------------------------------------------|
 EA3030| PID    Reference Object                     Distance      Geod. Az  |
 EA3030|                                                           dddmmss.s |
 EA3030| EA3032 CHAPEL                              APPROX. 1.0 KM 3111210.1 |
 EA3030|---------------------------------------------------------------------|
 EA3030
 EA3030                          SUPERSEDED SURVEY CONTROL
 EA3030
 EA3030  NAD 83(1986)-  34 53 52.45875(N)    077 54 39.39965(W) AD(       ) 2
 EA3030  NAD 27      -  34 53 51.86048(N)    077 54 40.46263(W) AD(       ) 2
 EA3030  NGVD 29 (07/19/86)   25.5    (m)           84.     (f) VERT ANG    3  
 EA3030
 EA3030.Superseded values are not recommended for survey control.
 EA3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3030.See file dsdata.txt to determine how the superseded data were derived.
 EA3030
 EA3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3400265589(NAD 83)
 EA3030_MARKER: DE = TRAVERSE STATION DISK
 EA3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3030+STABILITY: SURFACE MOTION
 EA3030
 EA3030  HISTORY     - Date     Condition        Report By
 EA3030  HISTORY     - 1976     MONUMENTED       NCGS
 EA3030  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 EA3030
 EA3030                          STATION DESCRIPTION
 EA3030
 EA3030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3030'THE STATION IS LOCATED APPROXIMATELY 5.2 MILES SOUTHEAST OF
 EA3030'KENANSVILLE AND 7.3 MILES NORTHWEST OF CHINQUAPIN, NORTH CAROLINA.
 EA3030'
 EA3030'TO REACH THE STATION FROM THE INTERSECTION OF NC 11 AND NC 24 WITH NC
 EA3030'50 AT THE COURTHOUSE IN KENANSVILLE, PROCEED SOUTHEAST ALONG NC 50 FOR
 EA3030'5.45 MILES  TO STATION ON THE LEFT, IN THE WEST EDGE OF A FIELD, AND
 EA3030'ON THE NORTH SIDE OF A ONE STORY WHITE FRAME HOUSE (VACANT), AND 0.65
 EA3030'MILE SOUTHEAST OF CROSSROAD INTERSECTION WITH SR 1737 AND 0.5 MILE
 EA3030'NORTHWEST OF T INTERSECTION WITH SR 1141 (SOUTHWEST).
 EA3030'
 EA3030'STATION MARK IS A STANDARD DISK STAMPED---BROCK 1976---, SET IN THE
 EA3030'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE.
 EA3030'THE MARK IS 35.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF NC 50, 101.0
 EA3030'FEET NORTH-NORTHWEST OF THE CENTERLINE OF A FIELD ROAD, 2.9 FEET
 EA3030'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 136.8 FEET NORTHWEST OF
 EA3030'NORTHWEST CORNER OF HOUSE, AND 189.9 FEET NORTH OF POWER POLE NO.
 EA3030'22982 WITH ALUMINUM TAG.
 EA3030
 EA3030                          STATION RECOVERY (1994)
 EA3030
 EA3030'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4675 ***********************************************************************
 AH4675  DESIGNATION -  BROCK
 AH4675  PID         -  AH4675
 AH4675  STATE/COUNTY-  NC/JONES
 AH4675  USGS QUAD   -  POLLOCKSVILLE (1994)
 AH4675
 AH4675                         *CURRENT SURVEY CONTROL
 AH4675  ___________________________________________________________________
 AH4675* NAD 83(2001)-  35 01 03.11709(N)    077 12 59.46737(W)     ADJUSTED  
 AH4675* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 AH4675  ___________________________________________________________________
 AH4675  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AH4675  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 AH4675  HORZ ORDER  -  SECOND
 AH4675
 AH4675.The horizontal coordinates were established by classical geodetic methods
 AH4675.and adjusted by the National Geodetic Survey in August 2005.
 AH4675
 AH4675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4675
 AH4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4675
 AH4675.The geoid height was determined by GEOID03.
 AH4675
 AH4675;                    North         East     Units Scale Factor Converg.
 AH4675;SPC NC       -   142,069.476   772,349.085   MT  0.99988090   +1 01 45.7
 AH4675;SPC NC       -   466,106.27  2,533,948.62   sFT  0.99988090   +1 01 45.7
 AH4675;UTM  18      - 3,877,232.710   297,764.783   MT  1.00010409   -1 16 20.4
 AH4675
 AH4675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4675!SPC NC       -   1.00000442  x   0.99988090  =   0.99988532
 AH4675!UTM  18      -   1.00000442  x   1.00010409  =   1.00010851
 AH4675
 AH4675|---------------------------------------------------------------------|
 AH4675| PID    Reference Object                     Distance      Geod. Az  |
 AH4675|                                                           dddmmss.s |
 AH4675| EY1544 L 214                               388.421 METERS 01314     |
 AH4675|---------------------------------------------------------------------|
 AH4675
 AH4675                          SUPERSEDED SURVEY CONTROL
 AH4675
 AH4675  NAD 83(1986)-  35 01 03.12907(N)    077 12 59.47865(W) AD(       ) 2
 AH4675  NGVD 29 (10/29/98)    9.3    (m)           31.     (f) VERT ANG    3  
 AH4675
 AH4675.Superseded values are not recommended for survey control.
 AH4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4675.See file dsdata.txt to determine how the superseded data were derived.
 AH4675
 AH4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9776577233(NAD 83)
 AH4675_MARKER: DE = TRAVERSE STATION DISK
 AH4675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4675_STAMPING: BROCK 1981
 AH4675_MARK LOGO: NCGS  
 AH4675_PROJECTION: FLUSH
 AH4675_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AH4675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4675+STABILITY: SURFACE MOTION
 AH4675
 AH4675  HISTORY     - Date     Condition        Report By
 AH4675  HISTORY     - 1981     MONUMENTED       NCGS
 AH4675
 AH4675                          STATION DESCRIPTION
 AH4675
 AH4675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 AH4675'STATION IS LOCATED 1.61 KM (1.00 MI) NORTH-NORTHEAST OF POLLOCKSVILLE
 AH4675'AND 18.83 KM (11.70 MI) SOUTHWEST OF NEW BERN. ALONG US 17 FOR 2.25 KM
 AH4675'(1.40 MI) NORTH FROM NC 58, IN THE HIGHWAY SHOULDER, AT THE SOUTH SIDE
 AH4675'OF BROCK STREET, AND ON THE PROLONGATION OF THE NORTH SIDE OF A BRICK
 AH4675'HOUSE. MARK IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 5.7 M (18.7
 AH4675'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT)
 AH4675'SOUTHWEST OF THE CENTERLINE OF BROCK STREET, 23.1 M (75.8 FT)
 AH4675'NORTHEAST OF THE PROLONGATION OF THE CENTERLINE OF A PAVED DRIVEWAY,
 AH4675'20.5 M (67.3 FT) SOUTH OF THE SOUTH END OF A CULVERT UNDER BROCK
 AH4675'STREET, AND 21.7 M (71.2 FT) WEST OF A TELEPHONE POLE WITH A REFERENCE
 AH4675'TAG. BENCH MARK--L 214--IS 0.40 KM (0.25 MI) NORTH OF THE STATION,
 AH4675'ABOUT 0.16 KM (0.10 MI) NORTH OF THE INTERSECTION OF THE HIGHWAY AND
 AH4675'SR 1336, IN A GRASSY TRIANGLE SHAPED AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4461 ***********************************************************************
 FX4461  DESIGNATION -  BROCKETT
 FX4461  PID         -  FX4461
 FX4461  STATE/COUNTY-  NC/PERQUIMANS
 FX4461  USGS QUAD   -  CHAPANOKE (1982)
 FX4461
 FX4461                         *CURRENT SURVEY CONTROL
 FX4461  ___________________________________________________________________
 FX4461* NAD 83(2001)-  36 16 25.97788(N)    076 23 16.50875(W)     ADJUSTED  
 FX4461* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 FX4461  ___________________________________________________________________
 FX4461  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 FX4461  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 FX4461  HORZ ORDER  -  SECOND
 FX4461
 FX4461.The horizontal coordinates were established by classical geodetic methods
 FX4461.and adjusted by the National Geodetic Survey in August 2005.
 FX4461
 FX4461.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4461
 FX4461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4461
 FX4461.The geoid height was determined by GEOID03.
 FX4461
 FX4461;                    North         East     Units Scale Factor Converg.
 FX4461;SPC NC       -   283,078.650   844,279.379   MT  1.00003169   +1 30 27.4
 FX4461;SPC NC       -   928,733.87  2,769,939.93   sFT  1.00003169   +1 30 27.4
 FX4461;UTM  18      - 4,015,220.153   375,340.420   MT  0.99979147   -0 49 16.5
 FX4461
 FX4461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4461!SPC NC       -   1.00000521  x   1.00003169  =   1.00003690
 FX4461!UTM  18      -   1.00000521  x   0.99979147  =   0.99979668
 FX4461
 FX4461                          SUPERSEDED SURVEY CONTROL
 FX4461
 FX4461  NAD 83(1993)-  36 16 25.99492(N)    076 23 16.52128(W) AD(       ) 2
 FX4461  NAD 83(1986)-  36 16 25.99585(N)    076 23 16.52819(W) AD(       ) 2
 FX4461  NGVD 29 (11/01/90)    4.1    (m)           13.     (f) VERT ANG    3  
 FX4461
 FX4461.Superseded values are not recommended for survey control.
 FX4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4461.See file dsdata.txt to determine how the superseded data were derived.
 FX4461
 FX4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7534015220(NAD 83)
 FX4461_MARKER: DH = HORIZONTAL CONTROL DISK
 FX4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4461_STAMPING: BROCKETT 1977
 FX4461_MARK LOGO: NCGS  
 FX4461_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4461+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1994
 FX4461
 FX4461  HISTORY     - Date     Condition        Report By
 FX4461  HISTORY     - 1977     MONUMENTED       NCGS
 FX4461  HISTORY     - 19940707 GOOD             NCGS
 FX4461  HISTORY     - 19960421 GOOD             USPSQD
 FX4461
 FX4461                          STATION DESCRIPTION
 FX4461
 FX4461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 FX4461'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTHEAST OF PARKVILLE
 FX4461'AND 1.0 MILE NORTHWEST OF CHAPANOKE.
 FX4461'
 FX4461'TO REACH THE STATION FROM THE NORTH END OF US 17 BYPASS BRIDGE OVER
 FX4461'THE PERQUIMANS RIVER AT HERTFORD, PROCEED NORTH ALONG US 17 FOR 7.2
 FX4461'MILES TO THE INTERSECTION WITH SR 1224, THENCE NORTHWEST ALONG
 FX4461'SR 1224 FOR 4.0 MILES TO STATION ON LEFT IN SHOULDER AND ON PROJECTION
 FX4461'OF SOUTH SIDE OF 1 STORY GREEN SHINGLED RESIDENCE OF ROY BROCKETT.
 FX4461'
 FX4461'STATION MARK IS A STANDARD DISK STAMPED---BROCKETT 1977---SET IN TOP
 FX4461'OF A CONCRETE CYLINDER, 10 INCHES BELOW GROUND SURFACE.  MARK IS 12.0
 FX4461'FEET WEST-SOUTHWEST OF THE CENTERLINE OF SR 1224, 78.1 FEET
 FX4461'NORTHWEST OF NORTH END OF CULVERT UNDER FIELD ROAD, 118.2 FEET NORTH
 FX4461'OF POWER POLE WITH REFERENCE TAG AND 150.6 FEET SOUTH OF 40 INCH OAK
 FX4461'AT SOUTHWEST CORNER OF YARD AND WITH REFERENCE TAG.
 FX4461
 FX4461                          STATION RECOVERY (1994)
 FX4461
 FX4461'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4461'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 FX4461'THE RESIDENCE OF ROY BROCKETT IS NOW WHITE SIDING WITH A GRAY ROOF.
 FX4461'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE RESIDENCE,
 FX4461'CULVERT UNDER FIELD ROAD, AND 40-INCH OAK ARE ALL ACROSS THE ROAD FROM
 FX4461'THE STATION.
 FX4461'MARK IS RECESSED 9 INCHES BELOW THE GROUND.
 FX4461
 FX4461                          STATION RECOVERY (1996)
 FX4461
 FX4461'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4274 ***********************************************************************
 FX4274  DESIGNATION -  BROCKINGTON
 FX4274  PID         -  FX4274
 FX4274  STATE/COUNTY-  NC/NASH
 FX4274  USGS QUAD   -  DRAKE (1963)
 FX4274
 FX4274                         *CURRENT SURVEY CONTROL
 FX4274  ___________________________________________________________________
 FX4274* NAD 83(2001)-  36 06 49.36226(N)    077 46 45.43642(W)     ADJUSTED  
 FX4274* NAVD 88     -        41.5    (meters)     136.     (feet)  VERTCON   
 FX4274  ___________________________________________________________________
 FX4274  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 FX4274  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 FX4274  HORZ ORDER  -  SECOND
 FX4274
 FX4274.The horizontal coordinates were established by classical geodetic methods
 FX4274.and adjusted by the National Geodetic Survey in August 2005.
 FX4274
 FX4274.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4274
 FX4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4274
 FX4274.The geoid height was determined by GEOID03.
 FX4274
 FX4274;                    North         East     Units Scale Factor Converg.
 FX4274;SPC NC       -   262,893.543   719,502.554   MT  0.99998565   +0 42 16.4
 FX4274;SPC NC       -   862,509.90  2,360,567.96   sFT  0.99998565   +0 42 16.4
 FX4274;UTM  18      - 4,000,138.540   249,839.286   MT  1.00037116   -1 38 20.2
 FX4274
 FX4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4274!SPC NC       -   0.99999894  x   0.99998565  =   0.99998459
 FX4274!UTM  18      -   0.99999894  x   1.00037116  =   1.00037010
 FX4274
 FX4274:                Primary Azimuth Mark                     Grid Az
 FX4274:SPC NC       -  LOH                                      126 46 00.8
 FX4274:UTM  18      -  LOH                                      129 06 37.4
 FX4274
 FX4274|---------------------------------------------------------------------|
 FX4274| PID    Reference Object                     Distance      Geod. Az  |
 FX4274|                                                           dddmmss.s |
 FX4274| FX4273 LOH                                 425.673 METERS 1272817.2 |
 FX4274| FX4275 DAM                                 242.544 METERS 31952     |
 FX4274|---------------------------------------------------------------------|
 FX4274
 FX4274                          SUPERSEDED SURVEY CONTROL
 FX4274
 FX4274  NAD 83(1993)-  36 06 49.37032(N)    077 46 45.44347(W) AD(       ) 2
 FX4274  NAD 83(1986)-  36 06 49.36903(N)    077 46 45.44702(W) AD(       ) 2
 FX4274  NAD 27      -  36 06 48.81540(N)    077 46 46.51484(W) AD(       ) 2
 FX4274  NGVD 29 (07/19/86)   41.8    (m)          137.     (f) VERT ANG    3  
 FX4274
 FX4274.Superseded values are not recommended for survey control.
 FX4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4274.See file dsdata.txt to determine how the superseded data were derived.
 FX4274
 FX4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4983900139(NAD 83)
 FX4274_MARKER: DE = TRAVERSE STATION DISK
 FX4274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4274_STAMPING: BROCKINGTON 1973
 FX4274_MARK LOGO: NCGS  
 FX4274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4274+STABILITY: SURFACE MOTION
 FX4274
 FX4274  HISTORY     - Date     Condition        Report By
 FX4274  HISTORY     - 1973     MONUMENTED       NCGS
 FX4274  HISTORY     - 20050213 POOR             USPSQD
 FX4274
 FX4274                          STATION DESCRIPTION
 FX4274
 FX4274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX4274'BROCKINGTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FX4274'IN THE VICINITY OF WHITAKER, NORTH CAROLINA.
 FX4274'
 FX4274'BROCKINGTON IS LOCATED APPROXIMATELY 3.8 MILES WEST OF WHITAKERS AND
 FX4274'11.8 MILES NORTH OF ROCKY MOUNT.  TO REACH STATION FROM THE NC 44
 FX4274'OVERPASS OF I-95, PROCEED EASTERLY ALONG NC 44 FOR 1.35 MILES TO A
 FX4274'DRIVE LEADING NORTHEAST TO JAMES BROCKINGTON RESIDENCE AND STATION
 FX4274'ON RIGHT OPPOSITE THE INTERSECTION, AND 0.15 MILE NORTHWEST OF
 FX4274'INTERSECTION WITH SR 1515 AT OLD ABANDONED SHILOH SCHOOL
 FX4274'BUILDING.
 FX4274'
 FX4274'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FX4274'BROCKINGTON 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FX4274'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FX4274'
 FX4274'MARK IS
 FX4274'32.8 FEET SW OF C/L OF NC 44.
 FX4274'31.0 FEET NW OF PROLONGATED C/L OF DRIVE.
 FX4274'50.7 FEET NW OF PP WITH ALUMINUM REF. TAG.
 FX4274'4.1 FEET W OF TELEPHONE PEDESTAL NO. W44R955.
 FX4274'44.1 FEET WSW OF C/LS OF DIRT ROAD AND NC 44.
 FX4274
 FX4274                          STATION RECOVERY (2005)
 FX4274
 FX4274'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 FX4274'MARK IS THERE BUT THE CONCRETE MONUMENT HAS BEEN UPSET AND IS LAYING
 FX4274'ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9451 ***********************************************************************
 DH9451  HT_MOD      -  This is a Height Modernization Survey Station.
 DH9451  DESIGNATION -  BROD
 DH9451  PID         -  DH9451
 DH9451  STATE/COUNTY-  NC/EDGECOMBE
 DH9451  USGS QUAD   -  WHITAKERS (1961)
 DH9451
 DH9451                         *CURRENT SURVEY CONTROL
 DH9451  ___________________________________________________________________
 DH9451* NAD 83(2001)-  36 02 55.78882(N)    077 42 43.07287(W)     ADJUSTED  
 DH9451* NAVD 88     -        36.74   (meters)     120.5    (feet)  GPS OBS   
 DH9451  ___________________________________________________________________
 DH9451  X           -   1,098,782.788 (meters)                     COMP
 DH9451  Y           -  -5,044,533.758 (meters)                     COMP
 DH9451  Z           -   3,732,574.756 (meters)                     COMP
 DH9451  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DH9451  ELLIP HEIGHT-           1.770 (meters)          (05/10/06) ADJUSTED
 DH9451  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 DH9451  HORZ ORDER  -  FIRST
 DH9451  ELLP ORDER  -  FOURTH    CLASS II
 DH9451
 DH9451.The horizontal coordinates were established by GPS observations
 DH9451.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2006.
 DH9451
 DH9451.The orthometric height was determined by GPS observations and a
 DH9451.high-resolution geoid model.
 DH9451.The orthometric height was determined by GPS observations and a
 DH9451.high-resolution geoid model using precise GPS observation and
 DH9451.processing techniques.
 DH9451
 DH9451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9451
 DH9451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9451
 DH9451.The ellipsoidal height was determined by GPS observations
 DH9451.and is referenced to NAD 83.
 DH9451
 DH9451.The geoid height was determined by GEOID03.
 DH9451
 DH9451;                    North         East     Units Scale Factor Converg.
 DH9451;SPC NC       -   255,771.615   725,656.772   MT  0.99996924   +0 44 36.3
 DH9451;SPC NC       -   839,144.04  2,380,758.93   sFT  0.99996924   +0 44 36.3
 DH9451;UTM  18      - 3,992,768.325   255,699.559   MT  1.00033546   -1 35 48.2
 DH9451
 DH9451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9451!SPC NC       -   0.99999972  x   0.99996924  =   0.99996896
 DH9451!UTM  18      -   0.99999972  x   1.00033546  =   1.00033518
 DH9451
 DH9451                          SUPERSEDED SURVEY CONTROL
 DH9451
 DH9451  NAD 83(1986)-  36 02 55.79510(N)    077 42 43.08280(W) AD(       ) 1
 DH9451
 DH9451.Superseded values are not recommended for survey control.
 DH9451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9451.See file dsdata.txt to determine how the superseded data were derived.
 DH9451
 DH9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5570092768(NAD 83)
 DH9451_MARKER: I = METAL ROD
 DH9451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9451_STAMPING: BROD 2005
 DH9451_MARK LOGO: NCGS  
 DH9451_PROJECTION: FLUSH
 DH9451_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH9451+STABILITY: POSITION/ELEVATION WELL
 DH9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9451+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9451_ROD/PIPE-DEPTH: 18.2 meters
 DH9451_SLEEVE-DEPTH  : 1.0 meters
 DH9451
 DH9451  HISTORY     - Date     Condition        Report By
 DH9451  HISTORY     - 2005     MONUMENTED       NCGS
 DH9451
 DH9451                          STATION DESCRIPTION
 DH9451
 DH9451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 DH9451'STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHWEST OF TARBORO AND
 DH9451'9.1 MI (14.6 KM) NORTHEAST OF ROCKY MOUNT. PROCEED ALONG NC 33 FOR 8.4
 DH9451'MI (13.5 KM) NORTHWEST FROM THE INTERSECTION WITH NC 97, IN LEGGETT,
 DH9451'TO SR 1404 (SEVEN BRIDGES RD.), THENCE ALONG SR 1404 FOR 5.1 MI (8.2
 DH9451'KM) SOUTHWEST TO SR 1412 (MORNING STAR CHURCH RD), THENCE ALONG SR
 DH9451'1412 FOR 0.55 MI (0.89 KM) WEST TO THE MORNING STAR BAPTIST CHURCH AND
 DH9451'STATION, NEAR NORTHEAST CORNER OF PROPERTY. MARK IS A STAINLESS STEEL
 DH9451'ROD, ACCESS THRU A NCGS LOGO CAP, ABOUT 1-FOOT LOWER THAN THE
 DH9451'CENTERLINE OF SR 1412 AND IS FLUSH WITH THE GROUND. LOCATED 28.3 FT
 DH9451'(8.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1412, 5 FT (1.5 M)
 DH9451'NORTHEAST OF THE NORTHEAST CORNER OF ASPHALT PARKING LOT, 6.2 FT (1.9
 DH9451'M) WEST OF A FIRE HYDRANT, 39.8 FT (12.1 M) SOUTHEAST OF THE EAST END
 DH9451'OF CULVERT UNDER EASTERN DRIVE TO CHURCH PARKING LOT AND 13.5 FT (4.1
 DH9451'M) SOUTHEAST OF A POWER POLE (047-10-02) WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0277 ***********************************************************************
 EZ0277  DESIGNATION -  BROGDEN
 EZ0277  PID         -  EZ0277
 EZ0277  STATE/COUNTY-  NC/WAYNE
 EZ0277  USGS QUAD   -  SOUTHWEST GOLDSBORO (1988)
 EZ0277
 EZ0277                         *CURRENT SURVEY CONTROL
 EZ0277  ___________________________________________________________________
 EZ0277* NAD 83(2001)-  35 19 03.49067(N)    078 04 03.12451(W)     ADJUSTED  
 EZ0277* NAVD 88     -        50.282  (meters)     164.97   (feet)  ADJUSTED  
 EZ0277  ___________________________________________________________________
 EZ0277  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 EZ0277  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 EZ0277  DYNAMIC HT  -          50.238 (meters)     164.82  (feet)  COMP
 EZ0277  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 EZ0277
 EZ0277  HORZ ORDER  -  SECOND
 EZ0277  VERT ORDER  -  SECOND    CLASS II
 EZ0277
 EZ0277.The horizontal coordinates were established by classical geodetic methods
 EZ0277.and adjusted by the National Geodetic Survey in August 2005.
 EZ0277
 EZ0277.The orthometric height was determined by differential leveling
 EZ0277.and adjusted in June 1991.
 EZ0277
 EZ0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0277
 EZ0277.The geoid height was determined by GEOID03.
 EZ0277
 EZ0277.The dynamic height is computed by dividing the NAVD 88
 EZ0277.geopotential number by the normal gravity value computed on the
 EZ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0277.degrees latitude (g = 980.6199 gals.).
 EZ0277
 EZ0277.The modeled gravity was interpolated from observed gravity values.
 EZ0277
 EZ0277;                    North         East     Units Scale Factor Converg.
 EZ0277;SPC NC       -   174,296.101   694,382.034   MT  0.99987325   +0 32 17.5
 EZ0277;SPC NC       -   571,836.46  2,278,151.72   sFT  0.99987325   +0 32 17.5
 EZ0277;UTM  17      - 3,912,214.690   766,593.048   MT  1.00047596   +1 41 46.6
 EZ0277;UTM  18      - 3,912,586.839   221,123.861   MT  1.00055856   -1 46 28.2
 EZ0277
 EZ0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0277!SPC NC       -   0.99999758  x   0.99987325  =   0.99987083
 EZ0277!UTM  17      -   0.99999758  x   1.00047596  =   1.00047354
 EZ0277!UTM  18      -   0.99999758  x   1.00055856  =   1.00055614
 EZ0277
 EZ0277:                Primary Azimuth Mark                     Grid Az
 EZ0277:SPC NC       -  WATSON                                   231 35 09.4
 EZ0277:UTM  17      -  WATSON                                   230 25 40.3
 EZ0277:UTM  18      -  WATSON                                   233 53 55.1
 EZ0277
 EZ0277|---------------------------------------------------------------------|
 EZ0277| PID    Reference Object                     Distance      Geod. Az  |
 EZ0277|                                                           dddmmss.s |
 EZ0277| EZ0279 WATSON                              APPROX. 1.4 KM 2320726.9 |
 EZ0277|---------------------------------------------------------------------|
 EZ0277
 EZ0277                          SUPERSEDED SURVEY CONTROL
 EZ0277
 EZ0277  NAD 83(1986)-  35 19 03.49942(N)    078 04 03.13112(W) AD(       ) 2
 EZ0277  NAD 27      -  35 19 02.91003(N)    078 04 04.16615(W) AD(       ) 2
 EZ0277  NGVD 29 (??/??/92)   50.589  (m)          165.97   (f) ADJ UNCH    2 2
 EZ0277
 EZ0277.Superseded values are not recommended for survey control.
 EZ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0277.See file dsdata.txt to determine how the superseded data were derived.
 EZ0277
 EZ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6659312215(NAD 83)
 EZ0277_MARKER: DE = TRAVERSE STATION DISK
 EZ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0277_STAMPING: BROGDEN 1965
 EZ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0277+STABILITY: SURFACE MOTION
 EZ0277
 EZ0277  HISTORY     - Date     Condition        Report By
 EZ0277  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0277  HISTORY     - 1973     GOOD             NCGS
 EZ0277  HISTORY     - 1973     GOOD             NCGS
 EZ0277
 EZ0277                          STATION DESCRIPTION
 EZ0277
 EZ0277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0277'BROGDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0277'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EZ0277'
 EZ0277'BROGDEN IS 6.1 MILES SW OF GOLDSBORO.  LOCATED 1.9 MILES SW
 EZ0277'ALONG U.S. 13 AND NC 102 FROM INTERSECTION OF U.S. 13 AND NC 102
 EZ0277'AND U.S. 117.  1.6 MILES NE OF Y INTERSECTION OF SR 1127 AND
 EZ0277'U.S. 13 AND NC 102.  APPROXIMATELY 200 FT E OF SR 1220.  ON N
 EZ0277'SIDE OF U.S. 13 AND NC 102.  ON TOP OF DITCH BANK AND NE OF
 EZ0277'N. C. HISTORICAL HIGHWAY MARKER.
 EZ0277'
 EZ0277'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0277'BROGDEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0277'OF WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0277'
 EZ0277'MARK IS
 EZ0277'
 EZ0277'30.3 FT N OF C/L OF U.S. 13 AND NC 102
 EZ0277'
 EZ0277'3.4 FT NE OF NC HISTORICAL MARKER
 EZ0277'
 EZ0277'63.5 FT SE OF 40 INCH OAK
 EZ0277'
 EZ0277'119.1 FT E OF TP 59
 EZ0277'
 EZ0277'106.0 FT W OF TP 58
 EZ0277'
 EZ0277'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0277
 EZ0277                          STATION RECOVERY (1973)
 EZ0277
 EZ0277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0277'RECOVERED AS DESCRIBED.
 EZ0277
 EZ0277                          STATION RECOVERY (1973)
 EZ0277
 EZ0277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0277'3.7 MI NNW FROM DUDLEY.
 EZ0277'BROGDEN IS LOCATED APPROXIMATELY 6.1 MILES SW OF GOLDSBORO.
 EZ0277'TO REACH STATION FROM INTERSECTION OF U.S. 117 AND U.S. 13,
 EZ0277'PROCEED WESTERLY ALONG U.S. 13 FOR 1.9 MILES TO STATION ON
 EZ0277'RIGHT AT A HISTORICAL SIGN, APPROXIMATELY 200 FT EAST OF
 EZ0277'INTERSECTION WITH SR 1220, 30.3 FT NNW OF C/L OF U.S. 13, 3.4
 EZ0277'MILES NNW OF A HISTORICAL SIGN, 63.5 FT SE OF 40 IN OAK, 106.0
 EZ0277'FT WSW OF TP 58 WITH ALUMINUM REF. TAG, AND 119.1 FT ENE OF
 EZ0277'TP 59 WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER
 EZ0277'12 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0204 ***********************************************************************
 EZ0204  DESIGNATION -  BROGDEN
 EZ0204  PID         -  EZ0204
 EZ0204  STATE/COUNTY-  NC/JOHNSTON
 EZ0204  USGS QUAD   -  FOUR OAKS NE (1986)
 EZ0204
 EZ0204                         *CURRENT SURVEY CONTROL
 EZ0204  ___________________________________________________________________
 EZ0204* NAD 83(2001)-  35 29 29.75431(N)    078 20 49.84866(W)     ADJUSTED  
 EZ0204* NAVD 88     -        49.987  (meters)     164.00   (feet)  ADJUSTED  
 EZ0204  ___________________________________________________________________
 EZ0204  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 EZ0204  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 EZ0204  DYNAMIC HT  -          49.943 (meters)     163.85  (feet)  COMP
 EZ0204  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 EZ0204
 EZ0204  HORZ ORDER  -  SECOND
 EZ0204  VERT ORDER  -  SECOND    CLASS 0
 EZ0204
 EZ0204.The horizontal coordinates were established by classical geodetic methods
 EZ0204.and adjusted by the National Geodetic Survey in August 2005.
 EZ0204
 EZ0204.The orthometric height was determined by differential leveling
 EZ0204.and adjusted in June 1991.
 EZ0204
 EZ0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0204
 EZ0204.The geoid height was determined by GEOID03.
 EZ0204
 EZ0204.The dynamic height is computed by dividing the NAVD 88
 EZ0204.geopotential number by the normal gravity value computed on the
 EZ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0204.degrees latitude (g = 980.6199 gals.).
 EZ0204
 EZ0204.The modeled gravity was interpolated from observed gravity values.
 EZ0204
 EZ0204;                    North         East     Units Scale Factor Converg.
 EZ0204;SPC NC       -   193,391.033   668,829.875   MT  0.99988132   +0 22 36.4
 EZ0204;SPC NC       -   634,483.75  2,194,319.35   sFT  0.99988132   +0 22 36.4
 EZ0204;UTM  17      - 3,930,797.466   740,645.753   MT  1.00031370   +1 32 27.3
 EZ0204
 EZ0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0204!SPC NC       -   0.99999752  x   0.99988132  =   0.99987884
 EZ0204!UTM  17      -   0.99999752  x   1.00031370  =   1.00031122
 EZ0204
 EZ0204:                Primary Azimuth Mark                     Grid Az
 EZ0204:SPC NC       -  BLANKET RESET                            232 06 42.4
 EZ0204:UTM  17      -  BLANKET RESET                            230 56 51.5
 EZ0204
 EZ0204|---------------------------------------------------------------------|
 EZ0204| PID    Reference Object                     Distance      Geod. Az  |
 EZ0204|                                                           dddmmss.s |
 EZ0204| AH5756 BLANKET RESET                       APPROX. 1.6 KM 2322918.8 |
 EZ0204|---------------------------------------------------------------------|
 EZ0204
 EZ0204                          SUPERSEDED SURVEY CONTROL
 EZ0204
 EZ0204  NAD 83(1986)-  35 29 29.76181(N)    078 20 49.85840(W) AD(       ) 2
 EZ0204  NAD 27      -  35 29 29.18172(N)    078 20 50.84886(W) AD(       ) 2
 EZ0204  NGVD 29 (??/??/92)   50.28   (m)          165.0    (f) COMPUTED    2 0
 EZ0204
 EZ0204.Superseded values are not recommended for survey control.
 EZ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0204.See file dsdata.txt to determine how the superseded data were derived.
 EZ0204
 EZ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4064630797(NAD 83)
 EZ0204_MARKER: DE = TRAVERSE STATION DISK
 EZ0204_SETTING: 0 = UNSPECIFIED SETTING
 EZ0204_SP_SET: BRIDGE
 EZ0204_STAMPING: BROGDEN 1967
 EZ0204_PROJECTION: FLUSH
 EZ0204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0204
 EZ0204  HISTORY     - Date     Condition        Report By
 EZ0204  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0204  HISTORY     - 1970     GOOD             NGS
 EZ0204  HISTORY     - 1974     GOOD             NCGS
 EZ0204  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EZ0204  HISTORY     - 19850101 MARK NOT FOUND   NCGS
 EZ0204  HISTORY     - 19900808 MARK NOT FOUND   NCGS
 EZ0204
 EZ0204                          STATION DESCRIPTION
 EZ0204
 EZ0204'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0204'BROGDEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0204'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ0204'
 EZ0204'BROGDEN IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF
 EZ0204'SMITHFIELD.  STATION IS IN THE NORTHEAST QUADRANT FORMED
 EZ0204'BY SR 1007 (BROGDEN RD.) BRIDGE WITH I-95, IN U FORMED BY
 EZ0204'CONCRETE CURB AND BRIDGE ABUTMENT.
 EZ0204'
 EZ0204'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0204'BROGDEN 1967, SET IN THE TOP OF A CONCRETE CYLINDER THE TOP
 EZ0204'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ0204'
 EZ0204'MARK IS
 EZ0204'
 EZ0204'18.7 FT NE OF C/L OF INTERSECTION OF SR 1007 (BROGDEN
 EZ0204'RD.) WITH N END OF BRIDGE
 EZ0204'
 EZ0204'3.5 FT N OF NE END OF CONCRETE GUARD RAIL
 EZ0204'
 EZ0204'4.0 FT SSE OF NE END OF CONCRETE CURB
 EZ0204'
 EZ0204'2.8 FT NNE OF 4X4 POST WITH REFLECTOR SIGNAL, AND WITH
 EZ0204'ALUMINUM REF. TAG
 EZ0204
 EZ0204                          STATION RECOVERY (1970)
 EZ0204
 EZ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EZ0204'1.4 MI S FROM SMITHFIELD.
 EZ0204'STATION IS IN THE NORTHEAST QUADRANT FORMED BY SR 1007 (BROGDEN
 EZ0204'RD.) BRIDGE WITH I-95, IN U FORMED BY CONCRETE CURB AND BRIDGE
 EZ0204'ABUTMENT, 18.7 FT NE OF C/L OF SR 1007 (BRODGEN RD.) WITH N END
 EZ0204'OF BRIDGE, 2.8 FT NNE OF 4 X 4 POST WITH REFLECTOR SIGNAL, AND
 EZ0204'WITH ALUMINUM REF. TAG.  STATION IS 1 INCH BELOW SURFACE OF GROUND.
 EZ0204
 EZ0204                          STATION RECOVERY (1974)
 EZ0204
 EZ0204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0204'RECOVERED IN GOOD CONDITION.
 EZ0204
 EZ0204                          STATION RECOVERY (1985)
 EZ0204
 EZ0204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 EZ0204'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE U-FORMED CURB HAS BEEN
 EZ0204'REPLACED AND THE STATION WAS PROBABLY DESTROYED BY GRADING. BRIDGE HAS
 EZ0204'BEEN REWORKED.
 EZ0204
 EZ0204                          STATION RECOVERY (1985)
 EZ0204
 EZ0204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 EZ0204'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE U-FORMED CURB HAS BEEN
 EZ0204'REPLACED AND THE STATION WAS PROBABLY DESTROYED BY GRADING. BRIDGE HAS
 EZ0204'BEEN REWORKED.
 EZ0204
 EZ0204                          STATION RECOVERY (1990)
 EZ0204
 EZ0204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EZ0204'STATION WAS NOT FOUND AND HAS PROBABLY BEEN DESTROYED BY GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2607 ***********************************************************************
 EB2607  DESIGNATION -  BROKE
 EB2607  PID         -  EB2607
 EB2607  STATE/COUNTY-  NC/ROBESON
 EB2607  USGS QUAD   -  PEMBROKE (1982)
 EB2607
 EB2607                         *CURRENT SURVEY CONTROL
 EB2607  ___________________________________________________________________
 EB2607* NAD 83(2001)-  34 40 52.37019(N)    079 11 29.91662(W)     ADJUSTED  
 EB2607* NAVD 88     -        52.43   (+/-2cm)     172.0    (feet)  VERTCON   
 EB2607  ___________________________________________________________________
 EB2607  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 EB2607  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 EB2607  HORZ ORDER  -  SECOND
 EB2607  VERT ORDER  -  THIRD ? (See Below)
 EB2607
 EB2607.The horizontal coordinates were established by classical geodetic methods
 EB2607.and adjusted by the National Geodetic Survey in August 2005.
 EB2607
 EB2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2607.The vertical order pertains to the NGVD 29 superseded value.
 EB2607
 EB2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2607
 EB2607.The geoid height was determined by GEOID03.
 EB2607
 EB2607;                    North         East     Units Scale Factor Converg.
 EB2607;SPC NC       -   103,317.764   592,040.240   MT  0.99992183   -0 06 38.2
 EB2607;SPC NC       -   338,968.36  1,942,385.35   sFT  0.99992183   -0 06 38.2
 EB2607;UTM  17      - 3,839,179.690   665,662.718   MT  0.99993827   +1 01 45.1
 EB2607
 EB2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2607!SPC NC       -   0.99999698  x   0.99992183  =   0.99991881
 EB2607!UTM  17      -   0.99999698  x   0.99993827  =   0.99993525
 EB2607
 EB2607:                Primary Azimuth Mark                     Grid Az
 EB2607:SPC NC       -  MOSS                                     113 30 02.6
 EB2607:UTM  17      -  MOSS                                     112 21 39.3
 EB2607
 EB2607|---------------------------------------------------------------------|
 EB2607| PID    Reference Object                     Distance      Geod. Az  |
 EB2607|                                                           dddmmss.s |
 EB2607| EB2610 MOSS                                APPROX. 3.9 KM 1132324.4 |
 EB2607|---------------------------------------------------------------------|
 EB2607
 EB2607                          SUPERSEDED SURVEY CONTROL
 EB2607
 EB2607  NAD 83(1986)-  34 40 52.38217(N)    079 11 29.91926(W) AD(       ) 2
 EB2607  NAD 27      -  34 40 51.79752(N)    079 11 30.78372(W) AD(       ) 2
 EB2607  NGVD 29 (07/19/86)   52.71   (m)          172.9    (f) LEVELING    3  
 EB2607
 EB2607.Superseded values are not recommended for survey control.
 EB2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2607.See file dsdata.txt to determine how the superseded data were derived.
 EB2607
 EB2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6566339180(NAD 83)
 EB2607_MARKER: DE = TRAVERSE STATION DISK
 EB2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2607_STAMPING: BROKE 1965
 EB2607_MARK LOGO: NCGS  
 EB2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2607+STABILITY: SURFACE MOTION
 EB2607
 EB2607  HISTORY     - Date     Condition        Report By
 EB2607  HISTORY     - 1965     MONUMENTED       NCGS
 EB2607  HISTORY     - 1971     MARK NOT FOUND   USGS
 EB2607
 EB2607                          STATION DESCRIPTION
 EB2607
 EB2607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2607'BROKE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2607'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2607'
 EB2607'BROKE IS 11.2 MILES WNW OF LUMBERTON.  LOCATED IN THE CENTER
 EB2607'OF PEMBROKE IN THE NE QUADRANT OF THE CROSSING OF THE ACL RR
 EB2607'AND THE SAL RR.  STATION IS IN THE NW QUADRANT OF THE CROSSING
 EB2607'OF MAIN STREET AND THE SAL RR.
 EB2607'
 EB2607'STATION MARK IS A STANDARD N C BRASS TRAVERSE DISK, STAMPED
 EB2607'BROKE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2607'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2607'
 EB2607'MARK IS
 EB2607'
 EB2607'3.9 FT NE OF E RAIL OF SAL RR
 EB2607'
 EB2607'34.8 FT SW OF TP ISXSL WITH ALUMINUM REF. TAG
 EB2607'
 EB2607'13.8 FT W OF C/L OF MAIN ST. (SR 1563)
 EB2607'
 EB2607'32.5 FT SW OF NW CORNER OF 5 FT X 10 FT METAL BUILDING
 EB2607'
 EB2607'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EB2607
 EB2607                          STATION RECOVERY (1971)
 EB2607
 EB2607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EB2607'STATION WAS SEARCHED FOR AND NOT FOUND.  STATION WAS PROBABLY
 EB2607'DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2578 ***********************************************************************
 EY2578  DESIGNATION -  BROKER
 EY2578  PID         -  EY2578
 EY2578  STATE/COUNTY-  NC/LENOIR
 EY2578  USGS QUAD   -  RIVERMONT (1980)
 EY2578
 EY2578                         *CURRENT SURVEY CONTROL
 EY2578  ___________________________________________________________________
 EY2578* NAD 83(2001)-  35 14 46.61379(N)    077 35 28.41687(W)     ADJUSTED  
 EY2578* NAVD 88     -        11.7    (meters)      38.     (feet)  VERT ANG  
 EY2578  ___________________________________________________________________
 EY2578  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EY2578  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 EY2578  HORZ ORDER  -  SECOND
 EY2578
 EY2578.The horizontal coordinates were established by classical geodetic methods
 EY2578.and adjusted by the National Geodetic Survey in August 2005.
 EY2578
 EY2578.The orthometric height was determined by vertical angle observations.
 EY2578
 EY2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2578
 EY2578.The geoid height was determined by GEOID03.
 EY2578
 EY2578;                    North         East     Units Scale Factor Converg.
 EY2578;SPC NC       -   166,892.082   737,798.380   MT  0.99987260   +0 48 47.2
 EY2578;SPC NC       -   547,545.11  2,420,593.52   sFT  0.99987260   +0 48 47.2
 EY2578;UTM  18      - 3,903,433.262   264,229.854   MT  1.00028511   -1 29 45.8
 EY2578
 EY2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2578!SPC NC       -   1.00000383  x   0.99987260  =   0.99987643
 EY2578!UTM  18      -   1.00000383  x   1.00028511  =   1.00028894
 EY2578
 EY2578                          SUPERSEDED SURVEY CONTROL
 EY2578
 EY2578  NAD 83(1986)-  35 14 46.62263(N)    077 35 28.42607(W) AD(       ) 2
 EY2578  NAD 27      -  35 14 46.02863(N)    077 35 29.53967(W) AD(       ) 2
 EY2578  NGVD 29 (07/19/86)   12.1    (m)           40.     (f) VERT ANG    3  
 EY2578
 EY2578.Superseded values are not recommended for survey control.
 EY2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2578.See file dsdata.txt to determine how the superseded data were derived.
 EY2578
 EY2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6423003433(NAD 83)
 EY2578_MARKER: DE = TRAVERSE STATION DISK
 EY2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2578_STAMPING: BROKER 1976
 EY2578_MARK LOGO: NCGS  
 EY2578_PROJECTION: FLUSH
 EY2578_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2578+STABILITY: SURFACE MOTION
 EY2578
 EY2578  HISTORY     - Date     Condition        Report By
 EY2578  HISTORY     - 1976     MONUMENTED       NCGS
 EY2578  HISTORY     - 1979     GOOD             NCGS
 EY2578  HISTORY     - 19820101 GOOD             NCGS
 EY2578  HISTORY     - 19880101 GOOD             NCGS
 EY2578  HISTORY     - 19910320 GOOD             USPSQD
 EY2578
 EY2578                          STATION DESCRIPTION
 EY2578
 EY2578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2578'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTH-SOUTHWEST OF
 EY2578'KINSTON.
 EY2578'
 EY2578'TO REACH THE STATION FROM THE INTERSECTION OF US 70 BYPASS WITH NC 11
 EY2578'AND NC 55 SOUTHWEST OF KINSTON, PROCEED SOUTHEAST ALONG US 70 BYPASS
 EY2578'FOR 0.9 MILE TO STATION ON THE RIGHT IN SHOULDER AT AN OFFICIAL TRUCK
 EY2578'WEIGHING STATION SIGN AND 0.3 MILE WEST OF INTERSECTION WITH US 258
 EY2578'(SOUTH).
 EY2578'
 EY2578'STATION MARK IS A STANDARD DISK STAMPED---BROKER 1976---, SET IN THE
 EY2578'TOP OF A CONCRETE CYLINDER WHICH IS 8 INCHES BELOW THE GROUND SURFACE.
 EY2578'MARK IS 24.5 FEET SOUTHWEST OF THE CENTERLINE OF EAST BOUND LANE OF
 EY2578'US 70, 3.0 FEET SOUTHWEST OF A WEIGH STATION SIGN WITH REFERENCE TAG,
 EY2578'211.0 FEET EAST OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG AND
 EY2578'94.7 FEET NORTH OF A 4 INCH BUSH WITH REFERENCE TAG.
 EY2578
 EY2578                          STATION RECOVERY (1979)
 EY2578
 EY2578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2578'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY2578'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 0.75 MILE SOUTH-
 EY2578'EAST OF THE INTERSECTION OF US 70 BYPASS WITH NC 11 AND NC 55 AND 77.6
 EY2578'FEET SOUTHWEST OF A WEIGH STATION SIGN POST WITH REFERENCE TAG.
 EY2578
 EY2578                          STATION RECOVERY (1982)
 EY2578
 EY2578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2578'RECOVERED GOOD WITH THE FOLLOWING CORRECTIONS. MARK IS LOCATED 23.6 M
 EY2578'(77.4 FT) SOUTHEAST OF A HIGHWAY SIGN POST WITH A REFERENCE TAG, 37.2
 EY2578'M (122.0 FT) WEST OF A CATCH BASIN IN THE MEDIAN OF THE HIGHWAY, AND
 EY2578'9.3 M (30.5 FT) NORTHEAST OF A WITNESS POST.
 EY2578
 EY2578                          STATION RECOVERY (1988)
 EY2578
 EY2578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EY2578'DESCRIPTION IS ADEQUATE. LOCATED 29.72 M (97.51 FT) NORTHEAST OF
 EY2578'30-INCH DIAMETER STEEL BILLBOARD PLATFORM, 11.34 M (37.20 FT)
 EY2578'NORTH-NORTHEAST OF A STEEL MANHOLE COVER--AND 23.53 M (77.20 FT)
 EY2578'SOUTHEAST OF AN--ALL TRUCKS KEEP RIGHT--SIGN, 41.54 M (136.29 FT)
 EY2578'WEST-NORTHWEST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 EY2578
 EY2578                          STATION RECOVERY (1991)
 EY2578
 EY2578'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY2578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2585 ***********************************************************************
 FA2585  DESIGNATION -  BROOK
 FA2585  PID         -  FA2585
 FA2585  STATE/COUNTY-  NC/MECKLENBURG
 FA2585  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA2585
 FA2585                         *CURRENT SURVEY CONTROL
 FA2585  ___________________________________________________________________
 FA2585* NAD 83(2001)-  35 17 20.26977(N)    080 58 12.06933(W)     ADJUSTED  
 FA2585* NAVD 88     -       217.0    (meters)     712.     (feet)  VERTCON   
 FA2585  ___________________________________________________________________
 FA2585  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 FA2585  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 FA2585  HORZ ORDER  -  SECOND
 FA2585
 FA2585.The horizontal coordinates were established by classical geodetic methods
 FA2585.and adjusted by the National Geodetic Survey in August 2005.
 FA2585
 FA2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2585
 FA2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2585
 FA2585.The geoid height was determined by GEOID03.
 FA2585
 FA2585;                    North         East     Units Scale Factor Converg.
 FA2585;SPC NC       -   172,495.099   430,430.839   MT  0.99987280   -1 08 13.3
 FA2585;SPC NC       -   565,927.67  1,412,171.84   sFT  0.99987280   -1 08 13.3
 FA2585;UTM  17      - 3,905,089.231   502,726.140   MT  0.99960009   +0 01 02.4
 FA2585
 FA2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2585!SPC NC       -   0.99997077  x   0.99987280  =   0.99984358
 FA2585!UTM  17      -   0.99997077  x   0.99960009  =   0.99957087
 FA2585
 FA2585                          SUPERSEDED SURVEY CONTROL
 FA2585
 FA2585  NAD 83(1986)-  35 17 20.28839(N)    080 58 12.07513(W) AD(       ) 2
 FA2585  NAD 27      -  35 17 19.78446(N)    080 58 12.80999(W) AD(       ) 2
 FA2585  NGVD 29 (07/19/86)  217.2    (m)          713.     (f) VERT ANG    3  
 FA2585
 FA2585.Superseded values are not recommended for survey control.
 FA2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2585.See file dsdata.txt to determine how the superseded data were derived.
 FA2585
 FA2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0272605089(NAD 83)
 FA2585_MARKER: DE = TRAVERSE STATION DISK
 FA2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2585_STAMPING: BROOK 1965
 FA2585_MARK LOGO: NCGS  
 FA2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2585+STABILITY: SURFACE MOTION
 FA2585
 FA2585  HISTORY     - Date     Condition        Report By
 FA2585  HISTORY     - 1965     MONUMENTED       NCGS
 FA2585  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA2585  HISTORY     - 20040407 MARK NOT FOUND   USPSQD
 FA2585
 FA2585                          STATION DESCRIPTION
 FA2585
 FA2585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2585'BROOK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2585'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2585'
 FA2585'BROOK IS 8.4 MILES NW OF CHARLOTTE.  LOCATED 0.75 MILES NW
 FA2585'ALONG SR 1609 FROM SR 1601.  0.15 MILES SE OF NC 27.  0.1 MILE
 FA2585'SE OF SEABOARD AIRLINE RR.  ON SW SIDE OF SR 1609 AND ON TOP OF
 FA2585'DITCH BANK.
 FA2585'
 FA2585'STATION MARK IS A STANDARD N. C. GEODETIC BRASS TRAVERSE DISK,
 FA2585'STAMPED BROOK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FA2585'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2585'
 FA2585'MARK IS
 FA2585'
 FA2585'26.4 FT W OF C/L OF SR 1609
 FA2585'
 FA2585'74.0 FT SW OF LARGE ROCK ON E SIDE OF SR 1609
 FA2585'
 FA2585'3.0 FT W OF TOP OF BANK
 FA2585'
 FA2585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2585
 FA2585                          STATION RECOVERY (1990)
 FA2585
 FA2585'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2585'MARK NOT FOUND.
 FA2585
 FA2585                          STATION RECOVERY (2004)
 FA2585
 FA2585'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2585'SEARCHED SW SIDE OFSR 1609 WITH MICRONTA 4001.
 FA2585' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2852 ***********************************************************************
 EZ2852  DESIGNATION -  BROOK
 EZ2852  PID         -  EZ2852
 EZ2852  STATE/COUNTY-  NC/ORANGE
 EZ2852  USGS QUAD   -  CHAPEL HILL (1993)
 EZ2852
 EZ2852                         *CURRENT SURVEY CONTROL
 EZ2852  ___________________________________________________________________
 EZ2852* NAD 83(2001)-  35 55 28.94574(N)    079 07 08.59582(W)     ADJUSTED  
 EZ2852* NAVD 88     -       152.97   (+/-2cm)     501.9    (feet)  VERTCON   
 EZ2852  ___________________________________________________________________
 EZ2852  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 EZ2852  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 EZ2852  HORZ ORDER  -  SECOND
 EZ2852  VERT ORDER  -  THIRD ? (See Below)
 EZ2852
 EZ2852.The horizontal coordinates were established by classical geodetic methods
 EZ2852.and adjusted by the National Geodetic Survey in August 2005.
 EZ2852
 EZ2852.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2852.The vertical order pertains to the NGVD 29 superseded value.
 EZ2852
 EZ2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2852
 EZ2852.The geoid height was determined by GEOID03.
 EZ2852
 EZ2852;                    North         East     Units Scale Factor Converg.
 EZ2852;SPC NC       -   241,253.212   598,857.274   MT  0.99994145   -0 04 07.4
 EZ2852;SPC NC       -   791,511.58  1,964,750.91   sFT  0.99994145   -0 04 07.4
 EZ2852;UTM  17      - 3,977,232.051   669,695.733   MT  0.99995484   +1 06 13.9
 EZ2852
 EZ2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2852!SPC NC       -   0.99998082  x   0.99994145  =   0.99992227
 EZ2852!UTM  17      -   0.99998082  x   0.99995484  =   0.99993566
 EZ2852
 EZ2852:                Primary Azimuth Mark                     Grid Az
 EZ2852:SPC NC       -  TERRACE                                  269 54 53.5
 EZ2852:UTM  17      -  TERRACE                                  268 44 32.2
 EZ2852
 EZ2852|---------------------------------------------------------------------|
 EZ2852| PID    Reference Object                     Distance      Geod. Az  |
 EZ2852|                                                           dddmmss.s |
 EZ2852| EZ2897 TERRACE                             APPROX. 1.2 KM 2695046.1 |
 EZ2852|---------------------------------------------------------------------|
 EZ2852
 EZ2852                          SUPERSEDED SURVEY CONTROL
 EZ2852
 EZ2852  NAD 83(1986)-  35 55 28.94854(N)    079 07 08.60519(W) AD(       ) 2
 EZ2852  NAD 27      -  35 55 28.43408(N)    079 07 09.56446(W) AD(       ) 2
 EZ2852  NGVD 29 (07/19/86)  153.21   (m)          502.7    (f) LEVELING    3  
 EZ2852
 EZ2852.Superseded values are not recommended for survey control.
 EZ2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2852.See file dsdata.txt to determine how the superseded data were derived.
 EZ2852
 EZ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6969677232(NAD 83)
 EZ2852_MARKER: DE = TRAVERSE STATION DISK
 EZ2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2852_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2852+STABILITY: SURFACE MOTION
 EZ2852
 EZ2852  HISTORY     - Date     Condition        Report By
 EZ2852  HISTORY     - 1963     MONUMENTED       NCGS
 EZ2852  HISTORY     - 1978     MARK NOT FOUND   ALSTER
 EZ2852  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EZ2852
 EZ2852                          STATION DESCRIPTION
 EZ2852
 EZ2852'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 EZ2852'BROOK IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ2852'ESTABLISHED IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 EZ2852'
 EZ2852'BROOK IS 3.7 MILES WNW OF CHAPEL HILL.  LOCATED 2.8 MILES
 EZ2852'W ALONG NC 54 FROM CARRBORO.  3.3 MILES E OF WHITE CROSS ON
 EZ2852'N SIDE OF NC 54 AND AT TOP OF DITCH BANK ON E CREST OF HILL.
 EZ2852'
 EZ2852'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2852'BROOK 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2852'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EZ2852'
 EZ2852'MARK IS
 EZ2852'
 EZ2852'33.5 FT N OF C/L OF NC 54
 EZ2852'
 EZ2852'76.6 FT W OF 3 LEAD NAILS IN GUY POLE TO TELEPHONE
 EZ2852'
 EZ2852'12.0 FT SE OF 3 LEAD NAILS IN 10 INCH PINE
 EZ2852'
 EZ2852'31.8 FT ESE OF 3 LEAD NAILS IN 8 INCH PINE
 EZ2852'
 EZ2852'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ2852
 EZ2852                          STATION RECOVERY (1978)
 EZ2852
 EZ2852'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC)
 EZ2852'MONUMENT NOT FOUND, ROADS AND BANKS HAVE BEEN WIDENED AND CUT, NO
 EZ2852'EVIDENCE FOUND OF MONUMENT.
 EZ2852
 EZ2852                          STATION RECOVERY (1982)
 EZ2852
 EZ2852'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ2852'THE STATION NOT RECOVERED AT THIS DATE.
 EZ2852'THE DESCRIPTION IS INADEQUATE FOR LOCATING THE MONUMENT.
 EZ2852'
 EZ2852'REFERENCES NOW EXTANT EXCEPT FOR CENTERLINE MEASUREMENT, PROBABLY
 EZ2852'DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3331 ***********************************************************************
 EZ3331  DESIGNATION -  BROOK
 EZ3331  PID         -  EZ3331
 EZ3331  STATE/COUNTY-  NC/LEE
 EZ3331  USGS QUAD   -  SANFORD (1981)
 EZ3331
 EZ3331                         *CURRENT SURVEY CONTROL
 EZ3331  ___________________________________________________________________
 EZ3331* NAD 83(2001)-  35 29 20.70872(N)    079 10 39.51162(W)     ADJUSTED  
 EZ3331* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 EZ3331  ___________________________________________________________________
 EZ3331  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 EZ3331  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 EZ3331  HORZ ORDER  -  SECOND
 EZ3331
 EZ3331.The horizontal coordinates were established by classical geodetic methods
 EZ3331.and adjusted by the National Geodetic Survey in August 2005.
 EZ3331
 EZ3331.The orthometric height was scaled from a topographic map.
 EZ3331
 EZ3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3331
 EZ3331.The geoid height was determined by GEOID03.
 EZ3331
 EZ3331;                    North         East     Units Scale Factor Converg.
 EZ3331;SPC NC       -   192,931.958   593,483.604   MT  0.99988114   -0 06 09.1
 EZ3331;SPC NC       -   632,977.60  1,947,120.79   sFT  0.99988114   -0 06 09.1
 EZ3331;UTM  17      - 3,928,809.505   665,306.803   MT  0.99993676   +1 03 29.5
 EZ3331
 EZ3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3331!SPC NC       -   0.99998459  x   0.99988114  =   0.99986573
 EZ3331!UTM  17      -   0.99998459  x   0.99993676  =   0.99992135
 EZ3331
 EZ3331                          SUPERSEDED SURVEY CONTROL
 EZ3331
 EZ3331  NAD 83(1986)-  35 29 20.70775(N)    079 10 39.51764(W) AD(       ) 2
 EZ3331  NAD 27      -  35 29 20.15847(N)    079 10 40.42400(W) AD(       ) 2
 EZ3331
 EZ3331.Superseded values are not recommended for survey control.
 EZ3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3331.See file dsdata.txt to determine how the superseded data were derived.
 EZ3331
 EZ3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6530728810(NAD 83)
 EZ3331_MARKER: DS = TRIANGULATION STATION DISK
 EZ3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ3331_MARK LOGO: CGS   
 EZ3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3331+STABILITY: SURFACE MOTION
 EZ3331
 EZ3331  HISTORY     - Date     Condition        Report By
 EZ3331  HISTORY     - 1918     MONUMENTED       CGS
 EZ3331  HISTORY     - 1964     MARK NOT FOUND   AMS
 EZ3331  HISTORY     - 20040528 MARK NOT FOUND   USPSQD
 EZ3331
 EZ3331                          STATION DESCRIPTION
 EZ3331
 EZ3331'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EZ3331'ABOUT ONE-HALF MILE NORTH OF SANFORD, ON FIRST CURVE OF
 EZ3331'SEABOARD AIR LINE RAILWAY NORTH OF SANFORD, AT INTERSECTION OF
 EZ3331'TANGENTS TO EAST RAIL, ON EDGE OF SMALL BROOK WHICH PASSES
 EZ3331'UNDER TRACK, AND 11.31 METERS (37.1 FEET) WEST OF WEST
 EZ3331'RAIL.  SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE,
 EZ3331'NOTE 1A. UNDERGROUND MARK WAS COPPER BOLT IN CONCRETE, NOTE
 EZ3331'7B.  REFERENCE MARK WAS STANDARD DISK IN CONCRETE, NOTE 11C,
 EZ3331'ABOUT 2 METERS (7 FEET) NORTH OF TELEPHONE POLE, AND 27.07
 EZ3331'METERS (88.81 FEET) FROM STATION IN AZIMUTH 30 DEG 32
 EZ3331'MIN.  BEARING FROM STATION TO TALL STEEL WATER TANK AT
 EZ3331'SANFORD WAS S 01 DEG 25 MIN W.  STATION WAS NOT
 EZ3331'RECOVERED IN 1933.
 EZ3331
 EZ3331                          STATION RECOVERY (1964)
 EZ3331
 EZ3331'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ3331'STATION WAS NOT LOCATED AFTER A REASONABLE SEARCH.
 EZ3331
 EZ3331                          STATION RECOVERY (2004)
 EZ3331
 EZ3331'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ3331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2030 ***********************************************************************
 FZ2030  DESIGNATION -  BROOK
 FZ2030  PID         -  FZ2030
 FZ2030  STATE/COUNTY-  NC/WATAUGA
 FZ2030  USGS QUAD   -  BOONE (1994)
 FZ2030
 FZ2030                         *CURRENT SURVEY CONTROL
 FZ2030  ___________________________________________________________________
 FZ2030* NAD 83(2001)-  36 12 16.75442(N)    081 43 13.15859(W)     ADJUSTED  
 FZ2030* NAVD 88     -       930.1    (meters)    3052.     (feet)  VERTCON   
 FZ2030  ___________________________________________________________________
 FZ2030  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FZ2030  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ2030  HORZ ORDER  -  SECOND
 FZ2030
 FZ2030.The horizontal coordinates were established by classical geodetic methods
 FZ2030.and adjusted by the National Geodetic Survey in August 2005.
 FZ2030
 FZ2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2030
 FZ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2030
 FZ2030.The geoid height was determined by GEOID03.
 FZ2030
 FZ2030;                    North         East     Units Scale Factor Converg.
 FZ2030;SPC NC       -   275,660.699   364,990.231   MT  1.00001082   -1 34 12.3
 FZ2030;SPC NC       -   904,396.81  1,197,472.12   sFT  1.00001082   -1 34 12.3
 FZ2030;UTM  17      - 4,006,888.396   435,246.739   MT  0.99965166   -0 25 31.8
 FZ2030
 FZ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2030!SPC NC       -   0.99985893  x   1.00001082  =   0.99986975
 FZ2030!UTM  17      -   0.99985893  x   0.99965166  =   0.99951064
 FZ2030
 FZ2030:                Primary Azimuth Mark                     Grid Az
 FZ2030:SPC NC       -  BARBER                                   055 18 03.2
 FZ2030:UTM  17      -  BARBER                                   054 09 22.7
 FZ2030
 FZ2030|---------------------------------------------------------------------|
 FZ2030| PID    Reference Object                     Distance      Geod. Az  |
 FZ2030|                                                           dddmmss.s |
 FZ2030| FZ2031 BARBER                              459.802 METERS 0534350.9 |
 FZ2030| FZ2024 BABB                                407.161 METERS 2584338.8 |
 FZ2030|---------------------------------------------------------------------|
 FZ2030
 FZ2030                          SUPERSEDED SURVEY CONTROL
 FZ2030
 FZ2030  NAD 83(1995)-  36 12 16.75517(N)    081 43 13.15790(W) AD(       ) 2
 FZ2030  NAD 83(1993)-  36 12 16.76040(N)    081 43 13.16135(W) AD(       ) 2
 FZ2030  NAD 83(1986)-  36 12 16.76296(N)    081 43 13.16972(W) AD(       ) 2
 FZ2030  NAD 27      -  36 12 16.29884(N)    081 43 13.77549(W) AD(       ) 2
 FZ2030  NGVD 29 (07/19/86)  930.2    (m)         3052.     (f) VERT ANG    3  
 FZ2030
 FZ2030.Superseded values are not recommended for survey control.
 FZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2030.See file dsdata.txt to determine how the superseded data were derived.
 FZ2030
 FZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3524706888(NAD 83)
 FZ2030_MARKER: DE = TRAVERSE STATION DISK
 FZ2030_SETTING: 0 = UNSPECIFIED SETTING
 FZ2030_STAMPING: BROOK 1971
 FZ2030_MARK LOGO: NCGS  
 FZ2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2030
 FZ2030  HISTORY     - Date     Condition        Report By
 FZ2030  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2030  HISTORY     - 20060524 MARK NOT FOUND   USPSQD
 FZ2030
 FZ2030                          STATION DESCRIPTION
 FZ2030
 FZ2030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2030'BROOK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2030'VICINITY OF BOONE, NORTH CAROLINA.
 FZ2030'
 FZ2030'BROOK IS LOCATED APPROXIMATELY 2.2 MILES SOUTHWEST OF BOONE.  TO
 FZ2030'REACH STATION PROCEED FROM THE INTERSECTION OF NC 105 AND SR 1107.
 FZ2030'GO WEST ALONG NC 105 FOR 0.95 MILE TO STATION ON LEFT (S. SIDE) OF
 FZ2030'HIGHWAY.  0.15 MILE EAST OF MOUNTAINBROOK MOTEL.  AND 1.75 MILES
 FZ2030'EAST OF INTERSECTION OF NC 105 AND SR 1112.
 FZ2030'
 FZ2030'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK SET IN A
 FZ2030'CONCRETE FILLED HOLE IN ROCK, STAMPED BROOK 1971 AND IS FLUSH WITH
 FZ2030'THE GROUND.
 FZ2030'
 FZ2030'MARK IS
 FZ2030'30.6 FEET S OF C/L OF NC 105.
 FZ2030'52.6 FEET W OF ALUM. REF. TAG ON HIGHWAY SIGN TRUCKS ENTERING
 FZ2030'HIGHWAY.
 FZ2030'72.4 FEET SW OF TOP OF GUARD RAIL POST NO. 7 FROM E END.
 FZ2030'57.4 FEET SE OF TOP OF GUARD RAIL POST NO. 14 FROM E END.
 FZ2030'34.5 FEET NE OF ALUM. REF. TAG ON 3 INCH CHERRY TREE.
 FZ2030
 FZ2030                          STATION RECOVERY (2006)
 FZ2030
 FZ2030'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2130 ***********************************************************************
 FZ2130  DESIGNATION -  BROOK
 FZ2130  PID         -  FZ2130
 FZ2130  STATE/COUNTY-  NC/AVERY
 FZ2130  USGS QUAD   -  ELK PARK (1994)
 FZ2130
 FZ2130                         *CURRENT SURVEY CONTROL
 FZ2130  ___________________________________________________________________
 FZ2130* NAD 83(2001)-  36 08 55.26645(N)    081 57 16.09339(W)     ADJUSTED  
 FZ2130* NAVD 88     -       977.5    (meters)    3207.     (feet)  VERTCON   
 FZ2130  ___________________________________________________________________
 FZ2130  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FZ2130  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 FZ2130  HORZ ORDER  -  SECOND
 FZ2130
 FZ2130.The horizontal coordinates were established by classical geodetic methods
 FZ2130.and adjusted by the National Geodetic Survey in August 2005.
 FZ2130
 FZ2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2130
 FZ2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2130
 FZ2130.The geoid height was determined by GEOID03.
 FZ2130
 FZ2130;                    North         East     Units Scale Factor Converg.
 FZ2130;SPC NC       -   270,054.785   343,756.786   MT  0.99999503   -1 42 18.8
 FZ2130;SPC NC       -   886,004.74  1,127,808.72   sFT  0.99999503   -1 42 18.8
 FZ2130;UTM  17      - 4,000,861.910   414,136.403   MT  0.99969084   -0 33 47.0
 FZ2130
 FZ2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2130!SPC NC       -   0.99985144  x   0.99999503  =   0.99984647
 FZ2130!UTM  17      -   0.99985144  x   0.99969084  =   0.99954232
 FZ2130
 FZ2130|---------------------------------------------------------------------|
 FZ2130| PID    Reference Object                     Distance      Geod. Az  |
 FZ2130|                                                           dddmmss.s |
 FZ2130| FZ2129 ROCKY                               380.928 METERS 12319     |
 FZ2130|---------------------------------------------------------------------|
 FZ2130
 FZ2130                          SUPERSEDED SURVEY CONTROL
 FZ2130
 FZ2130  NAD 83(1995)-  36 08 55.26512(N)    081 57 16.08955(W) AD(       ) 2
 FZ2130  NAD 83(1993)-  36 08 55.27219(N)    081 57 16.09388(W) AD(       ) 2
 FZ2130  NAD 83(1986)-  36 08 55.27287(N)    081 57 16.09764(W) AD(       ) 2
 FZ2130  NAD 27      -  36 08 54.82223(N)    081 57 16.68193(W) AD(       ) 2
 FZ2130  NGVD 29 (07/19/86)  977.6    (m)         3207.     (f) VERT ANG    3  
 FZ2130
 FZ2130.Superseded values are not recommended for survey control.
 FZ2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2130.See file dsdata.txt to determine how the superseded data were derived.
 FZ2130
 FZ2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA1413600862(NAD 83)
 FZ2130_MARKER: DE = TRAVERSE STATION DISK
 FZ2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2130+STABILITY: SURFACE MOTION
 FZ2130
 FZ2130  HISTORY     - Date     Condition        Report By
 FZ2130  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2130
 FZ2130                          STATION DESCRIPTION
 FZ2130
 FZ2130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2130'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FZ2130'APPROXIMATELY 1.6 MILES SOUTHEAST OF ELK PARK AND 4.5 MILES
 FZ2130'NORTH-NORTHWEST OF NEWLAND, NORTH CAROLINA.
 FZ2130'
 FZ2130'TO REACH STATION FROM THE T INTERSECTION OF NC 194 WITH US 19E (SOUTH)
 FZ2130'SOUTHEAST OF ELK PARK, PROCEED SOUTHEAST ALONG NC 194 FOR 0.6 MILE TO
 FZ2130'STATION ON LEFT AT NORTHWEST END OF GUARD RAIL, 0.35 MILE SOUTHEAST OF
 FZ2130'INTERSECTION WITH LOWER END OF SR 1361.
 FZ2130'
 FZ2130'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BROOK 1975---, SET IN
 FZ2130'THE TOP OF A CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE THE GROUND
 FZ2130'SURFACE.  MARK IS 27.8 FEET NORTH-NORTHEAST OF THE CENTERLINE OF NC
 FZ2130'194 (FIRST DIVIDE BETWEEN NORTH AND SOUTH TRAFFIC), 1.7 FEET
 FZ2130'NORTH-NORTHEAST OF FIRST GUARD RAIL POST, 64.5 FEET WEST-NORTHWEST
 FZ2130'OF THE CENTERLINE OF TELEPHONE JUNCTION BOX SOUTHEAST OF NORTHWEST
 FZ2130'END OF GUARD RAIL AND 121.4 FEET SOUTHEAST OF THE CENTERLINE OF
 FZ2130'TELEPHONE JUNCTION BOX NORTHWEST OF NORTHWEST END OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2947 ***********************************************************************
 FA2947  DESIGNATION -  BROOKFORD
 FA2947  PID         -  FA2947
 FA2947  STATE/COUNTY-  NC/CATAWBA
 FA2947  USGS QUAD   -  HICKORY (1993)
 FA2947
 FA2947                         *CURRENT SURVEY CONTROL
 FA2947  ___________________________________________________________________
 FA2947* NAD 83(2001)-  35 42 33.63855(N)    081 18 41.55053(W)     ADJUSTED  
 FA2947* NAVD 88     -       332.64   (+/-2cm)    1091.3    (feet)  VERTCON   
 FA2947  ___________________________________________________________________
 FA2947  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FA2947  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FA2947  HORZ ORDER  -  THIRD
 FA2947  VERT ORDER  -  THIRD ? (See Below)
 FA2947
 FA2947.The horizontal coordinates were established by classical geodetic methods
 FA2947.and adjusted by the National Geodetic Survey in August 2005.
 FA2947
 FA2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2947.The vertical order pertains to the NGVD 29 superseded value.
 FA2947
 FA2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2947
 FA2947.The geoid height was determined by GEOID03.
 FA2947
 FA2947;                    North         East     Units Scale Factor Converg.
 FA2947;SPC NC       -   219,787.958   400,460.891   MT  0.99990440   -1 20 03.0
 FA2947;SPC NC       -   721,087.66  1,313,845.44   sFT  0.99990440   -1 20 03.0
 FA2947;UTM  17      - 3,951,755.960   471,818.761   MT  0.99960979   -0 10 54.6
 FA2947
 FA2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2947!SPC NC       -   0.99995283  x   0.99990440  =   0.99985724
 FA2947!UTM  17      -   0.99995283  x   0.99960979  =   0.99956264
 FA2947
 FA2947:                Primary Azimuth Mark                     Grid Az
 FA2947:SPC NC       -  RADIO STATION WIRC MAST                  006 53 20.8
 FA2947:UTM  17      -  RADIO STATION WIRC MAST                  005 44 12.4
 FA2947
 FA2947|---------------------------------------------------------------------|
 FA2947| PID    Reference Object                     Distance      Geod. Az  |
 FA2947|                                                           dddmmss.s |
 FA2947| FA2980 RADIO STATION WIRC MAST             APPROX. 0.8 KM 0053317.8 |
 FA2947| FA3973 BROOKFORD RM 1                       27.180 METERS 02945     |
 FA2947| FA3972 BROOKFORD AZ MK                                    1214409.8 |
 FA2947| FA3974 BROOKFORD RM 2                       26.435 METERS 30036     |
 FA2947| FA2948 BROOKFORD 2                          45.318 METERS 31013     |
 FA2947|---------------------------------------------------------------------|
 FA2947
 FA2947                          SUPERSEDED SURVEY CONTROL
 FA2947
 FA2947  NAD 83(1986)-  35 42 33.64494(N)    081 18 41.55140(W) AD(       ) 3
 FA2947  NAD 27      -  35 42 33.16900(N)    081 18 42.24200(W) AD(       ) 3
 FA2947  NGVD 29 (07/19/86)  332.83   (m)         1092.0    (f) LEVELING    3  
 FA2947
 FA2947.Superseded values are not recommended for survey control.
 FA2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2947.See file dsdata.txt to determine how the superseded data were derived.
 FA2947
 FA2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7181951756(NAD 83)
 FA2947_MARKER: DS = TRIANGULATION STATION DISK
 FA2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2947
 FA2947  HISTORY     - Date     Condition        Report By
 FA2947  HISTORY     - 1948     MONUMENTED       CGS
 FA2947  HISTORY     - 1957     SEE DESCRIPTION  CGS
 FA2947  HISTORY     - 1970     MARK NOT FOUND   USGS
 FA2947
 FA2947                          STATION DESCRIPTION
 FA2947
 FA2947'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2947'STATION IS LOCATED 5 MILES WEST OF CONOVER AND 2 MILES SOUTHEAST
 FA2947'OF HICKORY.  IT IS 55 FEET NORTHEAST OF THE CENTER OF U.S.
 FA2947'HIGHWAY 64 AND 70 AND 37 FEET WEST OF THE CENTER OF A PAVED
 FA2947'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 FA2947'BROOKFORD 1948.
 FA2947'
 FA2947'REFERENCE MARK NO. 1 IS 89.20 FEET NORTHEAST OF THE STATION.  IT
 FA2947'IS 37 FEET EAST OF THE CENTER OF THE PAVED ROAD, 36 FEET
 FA2947'NORTH OF A POWER LINE POLE AND 13 FEET SOUTHWEST OF A TELEPHONE
 FA2947'POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FA2947'BROOKFORD NO 1 1948.
 FA2947'
 FA2947'REFERENCE MARK NO. 2 IS 86.77 FEET NORTHWEST OF THE STATION.  IT
 FA2947'IS 75 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  THE
 FA2947'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BROOKFORD NO 2
 FA2947'1948.
 FA2947'
 FA2947'THE AZIMUTH MARK IS 0.25 MILE SOUTHEAST OF THE STATION.  IT
 FA2947'IS 200 FEET NORTH OF A FRAME HOUSE, 74 FEET SOUTHWEST OF THE
 FA2947'CENTER OF THE HIGHWAY AND 8 FEET NORTH OF A WHITE WITNESS POST
 FA2947'AND POWER LINE POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 FA2947'IS STAMPED BROOKFORD 1948.
 FA2947'
 FA2947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 321,
 FA2947'70 AND 64 AND STATE HIGHWAY 127 IN THE SOUTH EDGE OF HICKORY
 FA2947'GO SOUTHEAST ON HIGHWAYS 321, 70 AND 64 FOR 1.5 MILES TO THE
 FA2947'STATION ON THE LEFT AS DESCRIBED, CONTINUE SOUTHEAST ON THE
 FA2947'HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FA2947'DESCRIBED.
 FA2947'
 FA2947'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2947
 FA2947                          STATION RECOVERY (1957)
 FA2947
 FA2947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 FA2947'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 FA2947'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL MARKS WERE
 FA2947'CHECKED AND FOUND TO BE CORRECT.
 FA2947'
 FA2947'DUE TO HIGHWAY CONSTRUCTION THE STATION MARK AND REFERENCE
 FA2947'MARK NO. 2 WERE DESTROYED AND STATION BROOKFORD 2 WAS
 FA2947'ESTABLISHED.
 FA2947'
 FA2947'THE 1948 DESCRIPTION IS ADEQUATE.
 FA2947
 FA2947                          STATION RECOVERY (1970)
 FA2947
 FA2947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FA2947'STATION REPORTED NOT FOUND.  PROBABLY DESTROYED.
 FA2947'
 FA2947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA2947'5 MILES WEST OF CONOVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2948 ***********************************************************************
 FA2948  DESIGNATION -  BROOKFORD 2
 FA2948  PID         -  FA2948
 FA2948  STATE/COUNTY-  NC/CATAWBA
 FA2948  USGS QUAD   -  HICKORY (1993)
 FA2948
 FA2948                         *CURRENT SURVEY CONTROL
 FA2948  ___________________________________________________________________
 FA2948* NAD 83(2001)-  35 42 34.58779(N)    081 18 42.92737(W)     NO CHECK  
 FA2948* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 FA2948  ___________________________________________________________________
 FA2948  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FA2948  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FA2948  HORZ ORDER  -  THIRD
 FA2948
 FA2948.The horizontal coordinates were established by classical geodetic methods
 FA2948.and adjusted by the National Geodetic Survey in August 2005.
 FA2948.No horizontal observational check was made to the station.
 FA2948
 FA2948.The orthometric height was scaled from a topographic map.
 FA2948
 FA2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2948
 FA2948.The geoid height was determined by GEOID03.
 FA2948
 FA2948;                    North         East     Units Scale Factor Converg.
 FA2948;SPC NC       -   219,818.009   400,426.975   MT  0.99990443   -1 20 03.7
 FA2948;SPC NC       -   721,186.25  1,313,734.17   sFT  0.99990443   -1 20 03.7
 FA2948;UTM  17      - 3,951,785.315   471,784.258   MT  0.99960981   -0 10 55.4
 FA2948
 FA2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2948!SPC NC       -   0.99995296  x   0.99990443  =   0.99985740
 FA2948!UTM  17      -   0.99995296  x   0.99960981  =   0.99956279
 FA2948
 FA2948|---------------------------------------------------------------------|
 FA2948| PID    Reference Object                     Distance      Geod. Az  |
 FA2948|                                                           dddmmss.s |
 FA2948| FA3973 BROOKFORD RM 1                       49.630 METERS 09645     |
 FA2948| FA3972 BROOKFORD AZ MK                                    1223232.0 |
 FA2948| FA2947 BROOKFORD                            45.318 METERS 13013     |
 FA2948| FA3975 BROOKFORD 2 RM 3                     21.922 METERS 26830     |
 FA2948|---------------------------------------------------------------------|
 FA2948
 FA2948                          SUPERSEDED SURVEY CONTROL
 FA2948
 FA2948  NAD 83(1986)-  35 42 34.59418(N)    081 18 42.92823(W) AD(       ) 3
 FA2948  NAD 27      -  35 42 34.11800(N)    081 18 43.61900(W) AD(       ) 3
 FA2948
 FA2948.Superseded values are not recommended for survey control.
 FA2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2948.See file dsdata.txt to determine how the superseded data were derived.
 FA2948
 FA2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7178451785(NAD 83)
 FA2948_MARKER: DS = TRIANGULATION STATION DISK
 FA2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2948_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2948
 FA2948  HISTORY     - Date     Condition        Report By
 FA2948  HISTORY     - 1957     MONUMENTED       CGS
 FA2948  HISTORY     - 1970     MARK NOT FOUND   NGS
 FA2948  HISTORY     - 1976     MARK NOT FOUND   NCGS
 FA2948  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 FA2948
 FA2948                          STATION DESCRIPTION
 FA2948
 FA2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 FA2948'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CONOVER AND ABOUT
 FA2948'2 MILES SOUTHEAST OF HICKORY.  IT IS 134 FEET SOUTH-SOUTHWEST
 FA2948'OF APPROXIMATE CENTER OF ROAD, 105 FEET NORTHEAST OF THE CENTER
 FA2948'LINE OF U.S. HIGHWAY 64 AND 10 FEET WEST OF ROAD BANK.  THE
 FA2948'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BROOKFORD
 FA2948'1948 1957.
 FA2948'
 FA2948'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE APPROXIMATE CENTER
 FA2948'LINE OF ROAD, 37 FEET NORTHWEST OF POWER POLE AND 16 FEET SOUTH-
 FA2948'SOUTHEAST OF POWER POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 FA2948'THE DISK IS STAMPED BROOKFORD NO 1 1948.
 FA2948'
 FA2948'REFERENCE MARK NO. 3 IS 76 FEET NORTH OF THE CENTER LINE OF
 FA2948'U.S. HIGHWAY 64, 3 FEET NORTH OF A CEDAR TREE AND 2 FEET WEST OF
 FA2948'A WITNESS POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 FA2948'IS STAMPED BROOKFORD NO 3 1948 1957.
 FA2948'
 FA2948'AZIMUTH MARK IS 74 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY
 FA2948'64 AND 27-1/2 FEET NORTH OF ROAD, 1-1/2 FEET WEST OF POWER POLE
 FA2948'AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 6
 FA2948'INCHES AND THE DISK IS STAMPED BROOKFORD 1948.
 FA2948'
 FA2948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 321,
 FA2948'70, AND 64 AND STATE HIGHWAY 127 IN THE SOUTH EDGE OF
 FA2948'HICKORY.  GO SOUTHEAST ON U.S. HIGHWAYS 321, 70 AND 64 FOR 1.5
 FA2948'TO STATION ON LEFT AS DESCRIBED.  CONTINUE SOUTHEAST FOR 0.2
 FA2948'MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 FA2948'
 FA2948'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2948
 FA2948                          STATION RECOVERY (1970)
 FA2948
 FA2948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FA2948'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 FA2948'RECOVERED.  PERMISSION WAS GIVEN TO HICKORY SAND COMPANY, INC.
 FA2948'IN JUNE 1966 TO DESTROY REFERENCE MARK NO. 3.  MR. HOWARD PROPST
 FA2948'THE PRESIDENT OF THIS COMPANY INFORMED THIS PARTY AT THAT TIME
 FA2948'REFERENCE MARK NO. 3 WAS LOCATED ON THE TOP OF A HIGH BANK OF
 FA2948'DIRT AND THE REST OF THE AREA HAD BEEN GRADED DOWN ABOUT 12
 FA2948'FEET.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 FA2948'CONDITION.
 FA2948'
 FA2948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FA2948'2 MILES SOUTHEAST OF HICKORY.
 FA2948
 FA2948                          STATION RECOVERY (1976)
 FA2948
 FA2948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (GEF)
 FA2948'AREA WAS VISITED, BUT NO MARKS WERE FOUND. AREA HAS BEEN COMPLETELY
 FA2948'GRADED AS PER LAST REPORT.
 FA2948
 FA2948                          STATION RECOVERY (2004)
 FA2948
 FA2948'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA2948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5118 ***********************************************************************
 EZ5118  DESIGNATION -  BROOKHAVEN
 EZ5118  PID         -  EZ5118
 EZ5118  STATE/COUNTY-  NC/WAKE
 EZ5118  USGS QUAD   -  RALEIGH WEST (1988)
 EZ5118
 EZ5118                         *CURRENT SURVEY CONTROL
 EZ5118  ___________________________________________________________________
 EZ5118* NAD 83(2001)-  35 50 41.77797(N)    078 41 13.74029(W)     ADJUSTED  
 EZ5118* NAVD 88     -        70.9    (meters)     233.     (feet)  VERTCON   
 EZ5118  ___________________________________________________________________
 EZ5118  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 EZ5118  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 EZ5118  HORZ ORDER  -  SECOND
 EZ5118
 EZ5118.The horizontal coordinates were established by classical geodetic methods
 EZ5118.and adjusted by the National Geodetic Survey in August 2005.
 EZ5118
 EZ5118.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5118
 EZ5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5118
 EZ5118.The geoid height was determined by GEOID03.
 EZ5118
 EZ5118;                    North         East     Units Scale Factor Converg.
 EZ5118;SPC NC       -   232,440.990   637,861.903   MT  0.99992607   +0 10 50.0
 EZ5118;SPC NC       -   762,600.15  2,092,718.59   sFT  0.99992607   +0 10 50.0
 EZ5118;UTM  17      - 3,969,219.628   708,876.947   MT  1.00013764   +1 21 17.6
 EZ5118
 EZ5118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5118!SPC NC       -   0.99999398  x   0.99992607  =   0.99992005
 EZ5118!UTM  17      -   0.99999398  x   1.00013764  =   1.00013162
 EZ5118
 EZ5118                          SUPERSEDED SURVEY CONTROL
 EZ5118
 EZ5118  NAD 83(1986)-  35 50 41.78160(N)    078 41 13.75094(W) AD(       ) 2
 EZ5118  NAD 27      -  35 50 41.24619(N)    078 41 14.73502(W) AD(       ) 2
 EZ5118  NGVD 29 (07/19/86)   71.2    (m)          234.     (f) VERT ANG    3  
 EZ5118
 EZ5118.Superseded values are not recommended for survey control.
 EZ5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5118.See file dsdata.txt to determine how the superseded data were derived.
 EZ5118
 EZ5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0887769220(NAD 83)
 EZ5118_MARKER: DE = TRAVERSE STATION DISK
 EZ5118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5118_STAMPING: BROOKHAVEN 1961
 EZ5118_MARK LOGO: NCGS  
 EZ5118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5118+STABILITY: SURFACE MOTION
 EZ5118
 EZ5118  HISTORY     - Date     Condition        Report By
 EZ5118  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5118  HISTORY     - 1973     SEE DESCRIPTION  NCGS
 EZ5118
 EZ5118                          STATION DESCRIPTION
 EZ5118
 EZ5118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5118'BROOKHAVEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ5118'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5118'
 EZ5118'BROOKHAVEN IS 5.5 MILES NW OF RALEIGH.  PROCEED W ON U.S. 70
 EZ5118'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON
 EZ5118'U.S. 70 FOR 1.0 MILE TO STATION ON SOUTH SIDE OF E BOUND
 EZ5118'LANE OF U.S. 70, STATION IS JUST EAST OF TWO 2 FOOT SQUARE
 EZ5118'BRICK GATE POSTS.  STATION IS 25.2 FT S OF C/L OF E BOUND
 EZ5118'LANE OF U.S. 70.
 EZ5118'
 EZ5118'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5118'BROOKHAVEN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5118'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ5118'
 EZ5118'MARK IS
 EZ5118'
 EZ5118'11.2 FT NNE OF 8 INCH MAPLE TREE WITH ALUMINUM REF. TAG
 EZ5118'
 EZ5118'72.2 FT NNW OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG
 EZ5118'
 EZ5118'25.2 FT S OF C/L OF E BOUND LANE OF U.S. 70
 EZ5118'
 EZ5118'63.6 FT SE OF 3 LEAD NAILS IN C/L OF CROSSOVER OF SR 1823
 EZ5118'
 EZ5118'19.0 FT E OF 2X2 BRICK GATE POST
 EZ5118'
 EZ5118'41.7 FT E OF 2X2 BRICK GATE POST
 EZ5118
 EZ5118                          STATION RECOVERY (1973)
 EZ5118
 EZ5118'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ5118'DESTROYED BY ROAD WIDENING.
 EZ5118'
 EZ5118'BROOKHAVEN 2 1972 WAS PLACED IN SAME VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0953 ***********************************************************************
 EZ0953  DESIGNATION -  BROOKHAVEN 2
 EZ0953  PID         -  EZ0953
 EZ0953  STATE/COUNTY-  NC/WAKE
 EZ0953  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0953
 EZ0953                         *CURRENT SURVEY CONTROL
 EZ0953  ___________________________________________________________________
 EZ0953* NAD 83(2001)-  35 50 41.60427(N)    078 41 14.01321(W)     ADJUSTED  
 EZ0953* NAVD 88     -        71.732  (meters)     235.34   (feet)  ADJUSTED  
 EZ0953  ___________________________________________________________________
 EZ0953  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 EZ0953  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 EZ0953  DYNAMIC HT  -          71.671 (meters)     235.14  (feet)  COMP
 EZ0953  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 EZ0953
 EZ0953  HORZ ORDER  -  SECOND
 EZ0953  VERT ORDER  -  SECOND    CLASS 0
 EZ0953
 EZ0953.The horizontal coordinates were established by classical geodetic methods
 EZ0953.and adjusted by the National Geodetic Survey in August 2005.
 EZ0953
 EZ0953.The orthometric height was determined by differential leveling
 EZ0953.and adjusted in June 1991.
 EZ0953
 EZ0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0953
 EZ0953.The geoid height was determined by GEOID03.
 EZ0953
 EZ0953.The dynamic height is computed by dividing the NAVD 88
 EZ0953.geopotential number by the normal gravity value computed on the
 EZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0953.degrees latitude (g = 980.6199 gals.).
 EZ0953
 EZ0953.The modeled gravity was interpolated from observed gravity values.
 EZ0953
 EZ0953;                    North         East     Units Scale Factor Converg.
 EZ0953;SPC NC       -   232,435.615   637,855.072   MT  0.99992606   +0 10 49.9
 EZ0953;SPC NC       -   762,582.51  2,092,696.18   sFT  0.99992606   +0 10 49.9
 EZ0953;UTM  17      - 3,969,214.114   708,870.226   MT  1.00013761   +1 21 17.4
 EZ0953
 EZ0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0953!SPC NC       -   0.99999385  x   0.99992606  =   0.99991991
 EZ0953!UTM  17      -   0.99999385  x   1.00013761  =   1.00013146
 EZ0953
 EZ0953:                Primary Azimuth Mark                     Grid Az
 EZ0953:SPC NC       -  DEMAIN 2                                 316 05 34.2
 EZ0953:UTM  17      -  DEMAIN 2                                 314 55 06.7
 EZ0953
 EZ0953|---------------------------------------------------------------------|
 EZ0953| PID    Reference Object                     Distance      Geod. Az  |
 EZ0953|                                                           dddmmss.s |
 EZ0953| EZ0952 DEMAIN 2                            APPROX. 0.7 KM 3161624.1 |
 EZ0953|---------------------------------------------------------------------|
 EZ0953
 EZ0953                          SUPERSEDED SURVEY CONTROL
 EZ0953
 EZ0953  NAD 83(1986)-  35 50 41.60763(N)    078 41 14.02378(W) AD(       ) 2
 EZ0953  NAD 27      -  35 50 41.07170(N)    078 41 15.00772(W) AD(       ) 2
 EZ0953  NGVD 29 (??/??/92)   72.005  (m)          236.24   (f) ADJ UNCH    2 0
 EZ0953
 EZ0953.Superseded values are not recommended for survey control.
 EZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0953.See file dsdata.txt to determine how the superseded data were derived.
 EZ0953
 EZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0887069214(NAD 83)
 EZ0953_MARKER: DE = TRAVERSE STATION DISK
 EZ0953_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0953_STAMPING: BROOKHAVEN 2 1972
 EZ0953_MARK LOGO: NCGS  
 EZ0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0953
 EZ0953  HISTORY     - Date     Condition        Report By
 EZ0953  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0953  HISTORY     - 1973     GOOD             NCGS
 EZ0953  HISTORY     - 19860101 SEE DESCRIPTION  NCGS
 EZ0953
 EZ0953                          STATION DESCRIPTION
 EZ0953
 EZ0953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0953'BROOKHAVEN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0953'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0953'
 EZ0953'BROOKHAVEN 2 IS LOCATED APPROXIMATELY 5.2 MILES NNW OF CAPITOL
 EZ0953'SQUARE, IN RALEIGH.  TO REACH STATION FROM THE US 70 UNDERPASS OF US
 EZ0953'1-64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR
 EZ0953'1.2 MILES TO A CROSSOVER AT ENTRANCE TO BROOKHAVEN AND STATION ON
 EZ0953'LEFT ON THE EAST SIDE OF A PRIVATE ROAD LEADING SOUTH ACROSS A
 EZ0953'SMALL METAL BRIDGE.
 EZ0953'
 EZ0953'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0953'BROOKHAVEN 2 1972, SET IN CONCRETE PRECAST MONUMENT, THE TOP OF
 EZ0953'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0953'
 EZ0953'MARK IS
 EZ0953'6.3 FEET SW OF EDGE OF SOUTH CURB OF US 70 EAST BOUND LANE.
 EZ0953'17.4 FEET SE OF C/L OF PRIVATE ROAD.
 EZ0953'2.5 FEET NNW OF NW END OF GUARD RAIL WITH YELLOW TRIANGLE.
 EZ0953'14.9 FEET NE OF TP NEAREST PRIVATE ROAD W/ALUMINUM REF. TAG.
 EZ0953'15.9 FEET NW OF SE BRACE POLE W/ALUMINUM REF. TAG.
 EZ0953'59.0 FEET SE OF NW BRACE POLE W/ALUMINUM REF. TAG.
 EZ0953
 EZ0953                          STATION RECOVERY (1973)
 EZ0953
 EZ0953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0953'5.2 MI NNW FROM RALEIGH.
 EZ0953'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64
 EZ0953'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR 1.2
 EZ0953'MILES TO A CROSSOVER AT ENTRANCE TO BROOKHAVEN AND STATION ON
 EZ0953'LEFT ON THE EAST SIDE OF A PRIVATE ROAD LEADING SOUTH ACROSS A
 EZ0953'SMALL METAL BRIDGE, 6.3 FT SW OF EDGE OF SOUTH CURB OF U.S. 70
 EZ0953'EAST BOUND LANE, 17.4 FT SE OF C/L OF PRIVATE ROAD, 2.5 FT NNW OF
 EZ0953'NW END OF GUARD RAIL WITH YELLOW TRIANGLE, 14.9 FT NE OF TP
 EZ0953'NEAREST PRIVATE ROAD W/ALUMINUM REF. TAG, 15.9 FT NW OF SE
 EZ0953'BRACE POLE W/ALUMINUM REF. TAG, AND 59.0 FT SE OF NW BRACE POLE
 EZ0953'W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE PRECAST FLUSH WITH
 EZ0953'THE SURFACE OF THE GROUND.
 EZ0953
 EZ0953                          STATION RECOVERY (1986)
 EZ0953
 EZ0953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ0953'MONUMENT IS IN POOR CONDITION-DISK IS GONE AND STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2422 ***********************************************************************
 AH2422  DESIGNATION -  BROOKLYN
 AH2422  PID         -  AH2422
 AH2422  STATE/COUNTY-  NC/HENDERSON
 AH2422  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2422
 AH2422                         *CURRENT SURVEY CONTROL
 AH2422  ___________________________________________________________________
 AH2422* NAD 83(2001)-  35 18 03.21569(N)    082 26 22.50968(W)     ADJUSTED  
 AH2422* NAVD 88     -       646.3    (meters)    2120.     (feet)  VERTCON   
 AH2422  ___________________________________________________________________
 AH2422  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 AH2422  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 AH2422  HORZ ORDER  -  SECOND
 AH2422
 AH2422.The horizontal coordinates were established by classical geodetic methods
 AH2422.and adjusted by the National Geodetic Survey in August 2005.
 AH2422
 AH2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2422
 AH2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2422
 AH2422.The geoid height was determined by GEOID03.
 AH2422
 AH2422;                    North         East     Units Scale Factor Converg.
 AH2422;SPC NC       -   177,459.095   296,863.787   MT  0.99987296   -1 59 06.8
 AH2422;SPC NC       -   582,213.71    973,960.61   sFT  0.99987296   -1 59 06.8
 AH2422;UTM  17      - 3,907,362.119   369,113.471   MT  0.99981112   -0 49 55.2
 AH2422
 AH2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2422!SPC NC       -   0.99990339  x   0.99987296  =   0.99977636
 AH2422!UTM  17      -   0.99990339  x   0.99981112  =   0.99971452
 AH2422
 AH2422                          SUPERSEDED SURVEY CONTROL
 AH2422
 AH2422  NAD 83(1986)-  35 18 03.22034(N)    082 26 22.50911(W) AD(       ) 2
 AH2422  NGVD 29 (07/29/98)  646.4    (m)         2121.     (f) VERT ANG    3  
 AH2422
 AH2422.Superseded values are not recommended for survey control.
 AH2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2422.See file dsdata.txt to determine how the superseded data were derived.
 AH2422
 AH2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6911307362(NAD 83)
 AH2422_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2422_STAMPING: BROOKLYN 1988
 AH2422_MARK LOGO: NCGS  
 AH2422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2422+STABILITY: SURFACE MOTION
 AH2422
 AH2422  HISTORY     - Date     Condition        Report By
 AH2422  HISTORY     - 1988     MONUMENTED       NCGS
 AH2422
 AH2422                          STATION DESCRIPTION
 AH2422
 AH2422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2422'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF HENDERSONVILLE.
 AH2422'ALONG US 176 FOR 1.2 MI (1.9 KM) SOUTHEAST FROM US 25 (IN SOUTH
 AH2422'HENDERSONVILLE), AT SR 1775 (BROOKLYN ROAD), IN THE EAST QUARDRANT.
 AH2422'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH THE GROUND.
 AH2422'LOCATED 40.0 FT (12.2 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AH2422'49.5 FT (15.1 M) SOUTHEAST OF THE CENTERLINE OF SR 1775, 5.5 FT (1.7
 AH2422'M) SOUTHWEST OF A RIGHT-OF-WAY MARKER, 43.4 FT (13.2 M)
 AH2422'SOUTH-SOUTHWEST OF THE CENTER OF AN IRON DRAINAGE GRATE, 65.7 FT (20.0
 AH2422'M) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, AND
 AH2422'18.2 FT (5.5 M) SOUTH OF A TELEPHONE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3196 ***********************************************************************
 FA3196  DESIGNATION -  BROOKS
 FA3196  PID         -  FA3196
 FA3196  STATE/COUNTY-  NC/GASTON
 FA3196  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3196
 FA3196                         *CURRENT SURVEY CONTROL
 FA3196  ___________________________________________________________________
 FA3196* NAD 83(2001)-  35 12 56.10734(N)    081 09 43.34818(W)     ADJUSTED  
 FA3196* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 FA3196  ___________________________________________________________________
 FA3196  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 FA3196  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FA3196  HORZ ORDER  -  SECOND
 FA3196
 FA3196.The horizontal coordinates were established by classical geodetic methods
 FA3196.and adjusted by the National Geodetic Survey in August 2005.
 FA3196
 FA3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3196
 FA3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3196
 FA3196.The geoid height was determined by GEOID03.
 FA3196
 FA3196;                    North         East     Units Scale Factor Converg.
 FA3196;SPC NC       -   164,720.543   412,792.097   MT  0.99987279   -1 14 52.3
 FA3196;SPC NC       -   540,420.65  1,354,302.07   sFT  0.99987279   -1 14 52.3
 FA3196;UTM  17      - 3,896,963.114   485,252.356   MT  0.99960268   -0 05 36.4
 FA3196
 FA3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3196!SPC NC       -   0.99996430  x   0.99987279  =   0.99983710
 FA3196!UTM  17      -   0.99996430  x   0.99960268  =   0.99956700
 FA3196
 FA3196:                Primary Azimuth Mark                     Grid Az
 FA3196:SPC NC       -  ABSHERS                                  055 33 18.2
 FA3196:UTM  17      -  ABSHERS                                  054 24 02.3
 FA3196
 FA3196|---------------------------------------------------------------------|
 FA3196| PID    Reference Object                     Distance      Geod. Az  |
 FA3196|                                                           dddmmss.s |
 FA3196| FA3190 ABSHERS                             409.488 METERS 0541825.9 |
 FA3196| FA3217 SCHOOL                              296.133 METERS 22151     |
 FA3196|---------------------------------------------------------------------|
 FA3196
 FA3196                          SUPERSEDED SURVEY CONTROL
 FA3196
 FA3196  NAD 83(1986)-  35 12 56.12486(N)    081 09 43.35169(W) AD(       ) 2
 FA3196  NAD 27      -  35 12 55.62549(N)    081 09 44.08125(W) AD(       ) 2
 FA3196  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG    3  
 FA3196
 FA3196.Superseded values are not recommended for survey control.
 FA3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3196.See file dsdata.txt to determine how the superseded data were derived.
 FA3196
 FA3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8525296963(NAD 83)
 FA3196_MARKER: DE = TRAVERSE STATION DISK
 FA3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3196_STAMPING: BROOKS 1964
 FA3196_MARK LOGO: NCGS  
 FA3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3196+STABILITY: SURFACE MOTION
 FA3196
 FA3196  HISTORY     - Date     Condition        Report By
 FA3196  HISTORY     - 1964     MONUMENTED       NCGS
 FA3196  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FA3196  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 FA3196
 FA3196                          STATION DESCRIPTION
 FA3196
 FA3196'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3196'BROOKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3196'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3196'
 FA3196'BROOKS IS 3.5 MILES SE OF GASTONIA, LOCATED 0.25 MILES SE
 FA3196'ALONG ROBINWOOD RD. (SR 2446) FROM NC 274.  3.25 MILES SW
 FA3196'ALONG ROBINWOOD RD. FROM NEW HOPE RD..  AND 0.3 MILES SW FROM
 FA3196'SR 2445 ON S SIDE OF ROBINWOOD RD.
 FA3196'
 FA3196'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3196'BROOKS 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3196'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA3196'
 FA3196'MARK IS 69.7 FT S OF C/L OF ROBINWOOD RD.
 FA3196'
 FA3196'30.2 FT W OF ALUM. REF. TAG IN 4 INCH PINE
 FA3196'
 FA3196'103.5 FT S OF ALUM. REF. TAG IN PP
 FA3196'
 FA3196'26.2 FT N OF 3 INCH CEDAR
 FA3196'
 FA3196'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3196
 FA3196                          STATION RECOVERY (1984)
 FA3196
 FA3196'RECOVERY NOTE BY US POWER SQUADRON 1984 (MLM)
 FA3196'BROOKS 1964 NOT FOUND.
 FA3196'
 FA3196'MEASURED ROAD MILEAGE TWICE IN BOTH DIRECTIONS THEN WALKED AREA FOR
 FA3196'15 MINUTES LOOKING FOR BUT NOT FINDING REF MARKS.
 FA3196
 FA3196                          STATION RECOVERY (1999)
 FA3196
 FA3196'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3044 ***********************************************************************
 EY3044  DESIGNATION -  BROOKS
 EY3044  PID         -  EY3044
 EY3044  STATE/COUNTY-  NC/WILSON
 EY3044  USGS QUAD   -  WILSON (1978)
 EY3044
 EY3044                         *CURRENT SURVEY CONTROL
 EY3044  ___________________________________________________________________
 EY3044* NAD 83(2001)-  35 44 40.72729(N)    077 56 12.79822(W)     ADJUSTED  
 EY3044* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 EY3044  ___________________________________________________________________
 EY3044  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EY3044  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 EY3044  HORZ ORDER  -  SECOND
 EY3044
 EY3044.The horizontal coordinates were established by classical geodetic methods
 EY3044.and adjusted by the National Geodetic Survey in August 2005.
 EY3044
 EY3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3044
 EY3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3044
 EY3044.The geoid height was determined by GEOID03.
 EY3044
 EY3044;                    North         East     Units Scale Factor Converg.
 EY3044;SPC NC       -   221,784.334   705,752.802   MT  0.99990950   +0 36 48.9
 EY3044;SPC NC       -   727,637.44  2,315,457.32   sFT  0.99990950   +0 36 48.9
 EY3044;UTM  18      - 3,959,604.932   234,417.315   MT  1.00046925   -1 42 60.0
 EY3044;UTM  17      - 3,959,954.493   777,000.451   MT  1.00054561   +1 47 25.9
 EY3044
 EY3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3044!SPC NC       -   0.99999975  x   0.99990950  =   0.99990925
 EY3044!UTM  18      -   0.99999975  x   1.00046925  =   1.00046900
 EY3044!UTM  17      -   0.99999975  x   1.00054561  =   1.00054536
 EY3044
 EY3044:                Primary Azimuth Mark                     Grid Az
 EY3044:SPC NC       -  LIMIT                                    027 52 24.9
 EY3044:UTM  18      -  LIMIT                                    030 12 13.8
 EY3044:UTM  17      -  LIMIT                                    026 41 47.9
 EY3044
 EY3044|---------------------------------------------------------------------|
 EY3044| PID    Reference Object                     Distance      Geod. Az  |
 EY3044|                                                           dddmmss.s |
 EY3044| EY3050 LIMIT                               410.903 METERS 0282913.8 |
 EY3044| EY3054 PEACH                               468.329 METERS 1760145.7 |
 EY3044|---------------------------------------------------------------------|
 EY3044
 EY3044                          SUPERSEDED SURVEY CONTROL
 EY3044
 EY3044  NAD 83(1986)-  35 44 40.73540(N)    077 56 12.80779(W) AD(       ) 2
 EY3044  NAD 27      -  35 44 40.16980(N)    077 56 13.86331(W) AD(       ) 2
 EY3044  NGVD 29 (07/19/86)   36.7    (m)          120.     (f) VERT ANG    3  
 EY3044
 EY3044.Superseded values are not recommended for survey control.
 EY3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3044.See file dsdata.txt to determine how the superseded data were derived.
 EY3044
 EY3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3441759605(NAD 83)
 EY3044_MARKER: DE = TRAVERSE STATION DISK
 EY3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3044_STAMPING: BROOKS 1968
 EY3044_MARK LOGO: NCGS  
 EY3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3044+STABILITY: SURFACE MOTION
 EY3044
 EY3044  HISTORY     - Date     Condition        Report By
 EY3044  HISTORY     - 1968     MONUMENTED       NCGS
 EY3044
 EY3044                          STATION DESCRIPTION
 EY3044
 EY3044'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EY3044'BROOKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3044'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EY3044'
 EY3044'BROOKS IS LOCATED APPROXIMATELY 2.0 MILES NORTHWEST OF THE
 EY3044'CENTER OF WILSON.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EY3044'OF NC 42 WITH U.S. 264 ON THE WEST SIDE OF WILSON.  GO NORTHEAST
 EY3044'ON NC 42 FOR 0.8 MILE TO STATION.  WHICH IS ON THE WEST SIDE OF
 EY3044'NC 42, AT EAST SIDE OF WOODED AREA, ABOUT MIDWAY BETWEEN TWO
 EY3044'STORM DRAINS ON EAST SIDE OF NC 42, AND 0.85 MILE SOUTHWEST OF
 EY3044'INTERSECTION OF NC 58 AND NC 42.
 EY3044'
 EY3044'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3044'BROOKS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3044'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3044'
 EY3044'MARK IS
 EY3044'
 EY3044'5.8 FT W OF W CURB OF NC 42
 EY3044'
 EY3044'130.9 FT SW OF DRAIN ON E SIDE OF NC 42
 EY3044'
 EY3044'130.3 FT NW OF DRAIN ON E SIDE OF NC 42
 EY3044'
 EY3044'21.8 FT SE OF 6 INCH OAK TREE ON W SIDE OF NC 42, AND WITH
 EY3044'ALUMINUM REF. TAG
 EY3044'
 EY3044'25.8 FT E OF 4 INCH MAPLE TREE ON W SIDE OF NC 42, AND WITH
 EY3044'ALUMINUM REF. TAG
 EY3044'
 EY3044'81.2 FT NE OF HIGHWAY R/W MARKER ON W SIDE OF NC 42
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3039 ***********************************************************************
 FY3039  DESIGNATION -  BROOKS
 FY3039  PID         -  FY3039
 FY3039  STATE/COUNTY-  NC/PERSON
 FY3039  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3039
 FY3039                         *CURRENT SURVEY CONTROL
 FY3039  ___________________________________________________________________
 FY3039* NAD 83(2001)-  36 30 49.74786(N)    078 54 34.29384(W)     ADJUSTED  
 FY3039* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 FY3039  ___________________________________________________________________
 FY3039  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FY3039  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 FY3039  HORZ ORDER  -  SECOND
 FY3039
 FY3039.The horizontal coordinates were established by classical geodetic methods
 FY3039.and adjusted by the National Geodetic Survey in August 2005.
 FY3039
 FY3039.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3039
 FY3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3039
 FY3039.The geoid height was determined by GEOID03.
 FY3039
 FY3039;                    North         East     Units Scale Factor Converg.
 FY3039;SPC NC       -   306,621.385   617,706.373   MT  1.00011541   +0 03 08.0
 FY3039;SPC NC       - 1,005,973.66  2,026,591.66   sFT  1.00011541   +0 03 08.0
 FY3039;UTM  17      - 4,042,973.374   687,191.907   MT  1.00003173   +1 14 39.2
 FY3039
 FY3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3039!SPC NC       -   0.99997652  x   1.00011541  =   1.00009193
 FY3039!UTM  17      -   0.99997652  x   1.00003173  =   1.00000825
 FY3039
 FY3039:                Primary Azimuth Mark                     Grid Az
 FY3039:SPC NC       -  TECH                                     196 30 13.3
 FY3039:UTM  17      -  TECH                                     195 18 42.1
 FY3039
 FY3039|---------------------------------------------------------------------|
 FY3039| PID    Reference Object                     Distance      Geod. Az  |
 FY3039|                                                           dddmmss.s |
 FY3039| FY2995 TECH                                APPROX. 1.8 KM 1963321.3 |
 FY3039|---------------------------------------------------------------------|
 FY3039
 FY3039                          SUPERSEDED SURVEY CONTROL
 FY3039
 FY3039  NAD 83(1993)-  36 30 49.74776(N)    078 54 34.29487(W) AD(       ) 2
 FY3039  NAD 83(1986)-  36 30 49.75025(N)    078 54 34.29929(W) AD(       ) 2
 FY3039  NAD 27      -  36 30 49.24575(N)    078 54 35.26686(W) AD(       ) 2
 FY3039  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG    3  
 FY3039
 FY3039.Superseded values are not recommended for survey control.
 FY3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3039.See file dsdata.txt to determine how the superseded data were derived.
 FY3039
 FY3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8719242973(NAD 83)
 FY3039_MARKER: DD = SURVEY DISK
 FY3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3039_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3039+STABILITY: SURFACE MOTION
 FY3039
 FY3039  HISTORY     - Date     Condition        Report By
 FY3039  HISTORY     - 1976     MONUMENTED       NCGS
 FY3039
 FY3039                          STATION DESCRIPTION
 FY3039
 FY3039'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3039'THE STATION IS LOCATED IN THE COMMUNITY OF BETHEL HILL AND 9.2 MILES
 FY3039'NORTH-NORTHEAST OF ROXBORO.
 FY3039'
 FY3039'TO REACH THE STATION FROM THE VIRGINIA-NORTH CAROLINA STATE LINE
 FY3039'CROSSNG OF US 501, PROCEED SOUTHERLY ALONG US 501 FOR 2.0 MILES TO
 FY3039'STATION ON THE RIGHT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 FY3039'WITH SR 1329 (WEST) AND SR 1500 (EAST).
 FY3039'
 FY3039'STATION MARK IS A STANDARD DISK STAMPED---BROOKS 1976---SET IN THE TOP
 FY3039'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY3039'MARK IS 31.2 FEET WEST-NORTHWEST OF CENTERLINE OF US 501, 64.4 FEET
 FY3039'SOUTHEAST OF CENTER OF WEST END OF TRAFFIC ISLAND, 66.0 FEET
 FY3039'SOUTH-SOUTHWEST OF CENTER OF EAST END OF TRAFFIC ISLAND, 21.0 FEET
 FY3039'SOUTH OF METAL STOP SIGN POST  AND 64.9 FEET SOUTH-SOUTHWEST OF
 FY3039'WOODEN STOP SIGN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6403 ***********************************************************************
 EZ6403  DESIGNATION -  BROOKS
 EZ6403  PID         -  EZ6403
 EZ6403  STATE/COUNTY-  NC/CHATHAM
 EZ6403  USGS QUAD   -  PITTSBORO (1981)
 EZ6403
 EZ6403                         *CURRENT SURVEY CONTROL
 EZ6403  ___________________________________________________________________
 EZ6403* NAD 83(2001)-  35 44 37.01626(N)    079 12 30.37141(W)     ADJUSTED  
 EZ6403* NAVD 88     -       146.1    (meters)     479.     (feet)  VERTCON   
 EZ6403  ___________________________________________________________________
 EZ6403  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 EZ6403  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 EZ6403  HORZ ORDER  -  SECOND
 EZ6403
 EZ6403.The horizontal coordinates were established by classical geodetic methods
 EZ6403.and adjusted by the National Geodetic Survey in August 2005.
 EZ6403
 EZ6403.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6403
 EZ6403.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6403
 EZ6403.The geoid height was determined by GEOID03.
 EZ6403
 EZ6403;                    North         East     Units Scale Factor Converg.
 EZ6403;SPC NC       -   221,174.899   590,748.897   MT  0.99990935   -0 07 13.1
 EZ6403;SPC NC       -   725,637.98  1,938,148.67   sFT  0.99990935   -0 07 13.1
 EZ6403;UTM  17      - 3,956,992.096   661,998.839   MT  0.99992339   +1 02 48.4
 EZ6403
 EZ6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6403!SPC NC       -   0.99998191  x   0.99990935  =   0.99989126
 EZ6403!UTM  17      -   0.99998191  x   0.99992339  =   0.99990530
 EZ6403
 EZ6403                          SUPERSEDED SURVEY CONTROL
 EZ6403
 EZ6403  NAD 83(1986)-  35 44 37.02181(N)    079 12 30.38196(W) AD(       ) 2
 EZ6403  NGVD 29 (06/12/91)  146.4    (m)          480.     (f) VERT ANG    3  
 EZ6403
 EZ6403.Superseded values are not recommended for survey control.
 EZ6403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6403.See file dsdata.txt to determine how the superseded data were derived.
 EZ6403
 EZ6403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6199956992(NAD 83)
 EZ6403_MARKER: DE = TRAVERSE STATION DISK
 EZ6403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6403+STABILITY: SURFACE MOTION
 EZ6403
 EZ6403  HISTORY     - Date     Condition        Report By
 EZ6403  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6403  HISTORY     - 1985     GOOD             USPSQD
 EZ6403
 EZ6403                          STATION DESCRIPTION
 EZ6403
 EZ6403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6403'STATION IS LOCATED APPROXIMATELY 2.3 MILES NORTHWEST OF PITTSBORO
 EZ6403'AND 4.2 MILES SOUTHWEST OF BYNUM.
 EZ6403'
 EZ6403'ALONG NC 87, 2.0 MILES NORTHWEST OF THE INTERSECTION WITH US 64
 EZ6403'AND NC 902, BETWEEN INTERSECTION WITH SR 1518 AND SR 1571, AND ON
 EZ6403'PROLONGATION OF SOUTH SIDE OF WHITE FRAME HOUSE.
 EZ6403'
 EZ6403'STATION MARK IS A STANDARD DISK STAMPED---BROOKS 1982---SET IN
 EZ6403'TOP OF A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.
 EZ6403'MARK IS 19.7 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 215.0 FEET
 EZ6403'NORTHWEST OF CENTERLINE INTERSECTION OF HIGHWAY AND SR 1518,
 EZ6403'214.0 FEET SOUTHEAST OF CENTERLINE INTERSECTION OF HIGHWAY AND SR
 EZ6403'1571, 81.7 FEET WEST-NORTHWEST OF TELEPHONE PEDESTAL POLE WITH
 EZ6403'REFERENCE TAG, 22.4 FEET SOUTH-SOUTHWEST OF 10 INCH OAK WITH
 EZ6403'REFERENCE TAG AND 100.5 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY
 EZ6403'MARKER.
 EZ6403
 EZ6403                          STATION RECOVERY (1985)
 EZ6403
 EZ6403'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ6403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2648 ***********************************************************************
 FZ2648  DESIGNATION -  BROOKS
 FZ2648  PID         -  FZ2648
 FZ2648  STATE/COUNTY-  NC/YADKIN
 FZ2648  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2648
 FZ2648                         *CURRENT SURVEY CONTROL
 FZ2648  ___________________________________________________________________
 FZ2648* NAD 83(2001)-  36 06 49.32414(N)    080 46 19.15012(W)     ADJUSTED  
 FZ2648* NAVD 88     -       319.9    (meters)    1050.     (feet)  VERTCON   
 FZ2648  ___________________________________________________________________
 FZ2648  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 FZ2648  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FZ2648  HORZ ORDER  -  SECOND
 FZ2648
 FZ2648.The horizontal coordinates were established by classical geodetic methods
 FZ2648.and adjusted by the National Geodetic Survey in August 2005.
 FZ2648
 FZ2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2648
 FZ2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2648
 FZ2648.The geoid height was determined by GEOID03.
 FZ2648
 FZ2648;                    North         East     Units Scale Factor Converg.
 FZ2648;SPC NC       -   263,640.478   450,072.833   MT  0.99998565   -1 01 21.9
 FZ2648;SPC NC       -   864,960.47  1,476,613.95   sFT  0.99998565   -1 01 21.9
 FZ2648;UTM  17      - 3,996,583.759   520,520.824   MT  0.99960519   +0 08 03.8
 FZ2648
 FZ2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2648!SPC NC       -   0.99995503  x   0.99998565  =   0.99994068
 FZ2648!UTM  17      -   0.99995503  x   0.99960519  =   0.99956024
 FZ2648
 FZ2648                          SUPERSEDED SURVEY CONTROL
 FZ2648
 FZ2648  NAD 83(1993)-  36 06 49.32996(N)    080 46 19.15894(W) AD(       ) 2
 FZ2648  NAD 83(1986)-  36 06 49.33304(N)    080 46 19.15744(W) AD(       ) 2
 FZ2648  NGVD 29 (06/26/91)  320.0    (m)         1050.     (f) VERT ANG    3  
 FZ2648
 FZ2648.Superseded values are not recommended for survey control.
 FZ2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2648.See file dsdata.txt to determine how the superseded data were derived.
 FZ2648
 FZ2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2052196584(NAD 83)
 FZ2648_MARKER: DE = TRAVERSE STATION DISK
 FZ2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2648_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2648+STABILITY: SURFACE MOTION
 FZ2648
 FZ2648  HISTORY     - Date     Condition        Report By
 FZ2648  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2648
 FZ2648                          STATION DESCRIPTION
 FZ2648
 FZ2648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2648'STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF BROOKS CROSSROADS
 FZ2648'COMMUNITY AND 6.4 MILES WEST-SOUTHWEST OF YADKINVILLE.
 FZ2648'
 FZ2648'THE STATION IS LOCATED AT THE US 421 OVERPASS OF US 21 WEST OF
 FZ2648'YADKINVILLE, ABOUT 140 FT WEST OF NORTHWEST CORNER OF BRIDGE IN
 FZ2648'NORTH SHOULDER OF US 421.
 FZ2648'
 FZ2648'THE STATION IS STANDARD NCGS DISK
 FZ2648'STAMPED---BROOKS 1980---,
 FZ2648'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2648'10 INCHES IN DIAMETER RECESSED 3 INCHES BELOW GROUND.  LOCATED
 FZ2648'18.6 FEET NORTH OF CENTERLINE OF US 421,
 FZ2648'142.5 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF BRIDGE,
 FZ2648'27.0 FEET SOUTH OF 5 INCH DOUBLE POPLAR AND
 FZ2648'47.7 FEET WEST OF TRAFFIC SIGN POST.
 FZ2648'
 FZ2648'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8766 ***********************************************************************
 AC8766  DESIGNATION -  BROOKS
 AC8766  PID         -  AC8766
 AC8766  STATE/COUNTY-  NC/ROWAN
 AC8766  USGS QUAD   -  CLEVELAND (1988)
 AC8766
 AC8766                         *CURRENT SURVEY CONTROL
 AC8766  ___________________________________________________________________
 AC8766* NAD 83(2001)-  35 43 56.00992(N)    080 40 48.73948(W)     ADJUSTED  
 AC8766* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 AC8766  ___________________________________________________________________
 AC8766  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 AC8766  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AC8766  HORZ ORDER  -  SECOND
 AC8766
 AC8766.The horizontal coordinates were established by classical geodetic methods
 AC8766.and adjusted by the National Geodetic Survey in August 2005.
 AC8766
 AC8766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8766
 AC8766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8766
 AC8766.The geoid height was determined by GEOID03.
 AC8766
 AC8766;                    North         East     Units Scale Factor Converg.
 AC8766;SPC NC       -   221,177.611   457,618.514   MT  0.99990766   -0 58 11.2
 AC8766;SPC NC       -   725,646.88  1,501,370.07   sFT  0.99990766   -0 58 11.2
 AC8766;UTM  17      - 3,954,296.086   528,919.496   MT  0.99961031   +0 11 12.3
 AC8766
 AC8766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8766!SPC NC       -   0.99996605  x   0.99990766  =   0.99987372
 AC8766!UTM  17      -   0.99996605  x   0.99961031  =   0.99957638
 AC8766
 AC8766                          SUPERSEDED SURVEY CONTROL
 AC8766
 AC8766  NAD 83(1986)-  35 43 56.01978(N)    080 40 48.74575(W) AD(       ) 2
 AC8766  NGVD 29 (01/12/98)  248.2    (m)          814.     (f) VERT ANG    3  
 AC8766
 AC8766.Superseded values are not recommended for survey control.
 AC8766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8766.See file dsdata.txt to determine how the superseded data were derived.
 AC8766
 AC8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2891954296(NAD 83)
 AC8766_MARKER: DE = TRAVERSE STATION DISK
 AC8766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8766_STAMPING: BROOKS 1982
 AC8766_MARK LOGO: NCGS  
 AC8766_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC8766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8766+STABILITY: SURFACE MOTION
 AC8766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8766+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1992
 AC8766
 AC8766  HISTORY     - Date     Condition        Report By
 AC8766  HISTORY     - 1982     MONUMENTED       NCGS
 AC8766  HISTORY     - 19820101 GOOD             NCGS
 AC8766  HISTORY     - 19921103 GOOD             NCGS
 AC8766
 AC8766                          STATION DESCRIPTION
 AC8766
 AC8766'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (JDB)
 AC8766'STATION IS LOCATED IN CLEVELAND.  ALONG SR 1743 (MAIN STREET) FOR 0.5
 AC8766'MI (0.8 KM) NORTHEAST FROM US 70, AND ACROSS THE RAILROAD IN THE YARD
 AC8766'OF A WHITE SHINGLED HOUSE AT THE INTERSECTION WITH CHURCH STREET. MARK
 AC8766'IS FLUSH WITH GROUND.  LOCATED 134.7 FT (41.1 M) SOUTH-SOUTHEAST OF
 AC8766'THE CENTERLINE OF MAIN STREET, 24.0 FT (7.3 M) NORTH OF THE NORTHEAST
 AC8766'CORNER OF A GARAGE, 27.1 FT (8.3 M) SOUTHEAST OF THE SOUTHEAST CORNER
 AC8766'OF A HOUSE, 61.1 FT (18.6 M) NORTHEAST OF A NIGHT LIGHT POLE WITH A
 AC8766'REFERENCE TAG, AND 38.6 FT (11.8 M) NORTHEAST OF A 20-INCH ELM.
 AC8766
 AC8766                          STATION RECOVERY (1992)
 AC8766
 AC8766'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3841 ***********************************************************************
 AI3841  DESIGNATION -  BROOKS
 AI3841  PID         -  AI3841
 AI3841  STATE/COUNTY-  NC/GRANVILLE
 AI3841  USGS QUAD   -  BEREA (1990)
 AI3841
 AI3841                         *CURRENT SURVEY CONTROL
 AI3841  ___________________________________________________________________
 AI3841* NAD 83(2001)-  36 21 45.37972(N)    078 38 20.48927(W)     ADJUSTED  
 AI3841* NAVD 88     -       150.4    (meters)     493.     (feet)  VERTCON   
 AI3841  ___________________________________________________________________
 AI3841  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 AI3841  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 AI3841  HORZ ORDER  -  SECOND
 AI3841
 AI3841.The horizontal coordinates were established by classical geodetic methods
 AI3841.and adjusted by the National Geodetic Survey in August 2005.
 AI3841
 AI3841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3841
 AI3841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3841
 AI3841.The geoid height was determined by GEOID03.
 AI3841
 AI3841;                    North         East     Units Scale Factor Converg.
 AI3841;SPC NC       -   289,895.415   642,000.320   MT  1.00006058   +0 12 30.0
 AI3841;SPC NC       -   951,098.54  2,106,296.05   sFT  1.00006058   +0 12 30.0
 AI3841;UTM  17      - 4,026,756.387   711,828.660   MT  1.00015288   +1 24 01.2
 AI3841
 AI3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3841!SPC NC       -   0.99998136  x   1.00006058  =   1.00004194
 AI3841!UTM  17      -   0.99998136  x   1.00015288  =   1.00013424
 AI3841
 AI3841                          SUPERSEDED SURVEY CONTROL
 AI3841
 AI3841  NAD 83(1986)-  36 21 45.38919(N)    078 38 20.48853(W) AD(       ) 2
 AI3841  NGVD 29 (03/10/00)  150.6    (m)          494.     (f) VERT ANG    3  
 AI3841
 AI3841.Superseded values are not recommended for survey control.
 AI3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3841.See file dsdata.txt to determine how the superseded data were derived.
 AI3841
 AI3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1182926756(NAD 83)
 AI3841_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3841_STAMPING: BROOKS 1984
 AI3841_MARK LOGO: NCGS  
 AI3841_PROJECTION: FLUSH
 AI3841_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3841+STABILITY: SURFACE MOTION
 AI3841
 AI3841  HISTORY     - Date     Condition        Report By
 AI3841  HISTORY     - 1984     MONUMENTED       NCGS
 AI3841
 AI3841                          STATION DESCRIPTION
 AI3841
 AI3841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3841'STATION IS LOCATED APPROXIMATELY 7.2 KMS (4.5 MI) NORTHWEST OF OXFORD
 AI3841'AND 11.4 KMS (7.1 MI) SOUTHWEST OF STOVALL. ALONG NC 96, 6.1 KMS (3.8
 AI3841'MI) NORTHWEST OF THE INTERSECTION WITH US 15 IN OXFORD, 1.3 KMS (0.8
 AI3841'MI) NORTHWEST OF SR 1300 CROSSROAD AT KINTON FORK, IN THE NORTHWEST
 AI3841'CORNER OF R. D. BROOKS YARD. STATION IS A STANDARD NCGS DISK
 AI3841'STAMPED---BROOKS 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 AI3841'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 14.3 METERS
 AI3841'(47.0 FT) EAST-NORTHEAST FROM THE CENTERLINE OF HIGHWAY, 26.1 METERS
 AI3841'(85.5 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF BROOKS DRIVEWAY, 1.4
 AI3841'METERS (4.4 FT) WEST-SOUTHWEST FROM A FENCE CORNER POST, 2.7 METERS
 AI3841'(9.0 FT) SOUTH FROM A FENCE BRACE POST--BOTH WITH REFERNCE TAGS--AND
 AI3841'58.6 METERS (192.2 FT) WEST FROM THE NORTHWEST CORNER OF BROOKS
 AI3841'RESIDENCE. MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5731 ***********************************************************************
 EZ5731  DESIGNATION -  BROOKSHIRE
 EZ5731  PID         -  EZ5731
 EZ5731  STATE/COUNTY-  NC/RICHMOND
 EZ5731  USGS QUAD   -  ELLERBE (1982)
 EZ5731
 EZ5731                         *CURRENT SURVEY CONTROL
 EZ5731  ___________________________________________________________________
 EZ5731* NAD 83(2001)-  35 06 23.71028(N)    079 47 59.30189(W)     ADJUSTED  
 EZ5731* NAVD 88     -       157.0    (meters)     515.     (feet)  VERTCON   
 EZ5731  ___________________________________________________________________
 EZ5731  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EZ5731  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EZ5731  HORZ ORDER  -  SECOND
 EZ5731
 EZ5731.The horizontal coordinates were established by classical geodetic methods
 EZ5731.and adjusted by the National Geodetic Survey in August 2005.
 EZ5731
 EZ5731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5731
 EZ5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5731
 EZ5731.The geoid height was determined by GEOID03.
 EZ5731
 EZ5731;                    North         East     Units Scale Factor Converg.
 EZ5731;SPC NC       -   150,779.747   536,693.037   MT  0.99987579   -0 27 41.8
 EZ5731;SPC NC       -   494,683.22  1,760,800.41   sFT  0.99987579   -0 27 41.8
 EZ5731;UTM  17      - 3,885,522.069   609,380.206   MT  0.99974745   +0 41 25.1
 EZ5731
 EZ5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5731!SPC NC       -   0.99998021  x   0.99987579  =   0.99985600
 EZ5731!UTM  17      -   0.99998021  x   0.99974745  =   0.99972766
 EZ5731
 EZ5731                          SUPERSEDED SURVEY CONTROL
 EZ5731
 EZ5731  NAD 83(1986)-  35 06 23.71729(N)    079 47 59.28841(W) AD(       ) 2
 EZ5731  NGVD 29 (03/28/90)  157.2    (m)          516.     (f) VERT ANG    3  
 EZ5731
 EZ5731.Superseded values are not recommended for survey control.
 EZ5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5731.See file dsdata.txt to determine how the superseded data were derived.
 EZ5731
 EZ5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0938085522(NAD 83)
 EZ5731_MARKER: DE = TRAVERSE STATION DISK
 EZ5731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5731_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5731+STABILITY: SURFACE MOTION
 EZ5731
 EZ5731  HISTORY     - Date     Condition        Report By
 EZ5731  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5731
 EZ5731                          STATION DESCRIPTION
 EZ5731
 EZ5731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5731'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF ELLERBE
 EZ5731'AND 6.2 MILES SOUTHWEST OF NORMAN.
 EZ5731'
 EZ5731'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 NORTH
 EZ5731'OF ELLERBE, PROCEED NORTHWESTERLY ALONG NC 73 FOR 2.5 MILES TO SR 1314
 EZ5731'CROSSROAD, THENCE SOUTH ALONG SR 1314 FOR 0.3 MILE TO DIRT DRIVEWAY ON
 EZ5731'RIGHT, THENCE NORTHWEST ALONG DRIVEWAY FOR 0.15 MILE TO STATION ON
 EZ5731'RIGHT IN SOUTH YARD OF THE W. BROOKSHIRE TENANT HOUSE.
 EZ5731'
 EZ5731'STATION MARK IS A STANDARD DISK STAMPED---BROOKSHIRE 1977---, SET IN
 EZ5731'THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 EZ5731'SURFACE.  THE MARK IS 15.5 FEET NORTHEAST OF THE CENTERLINE OF DIRT
 EZ5731'DRIVEWAY, 48.3 FEET SOUTH OF THE SOUTH CORNER OF HOUSE, 68.3 FEET
 EZ5731'NORTH OF WESTERNMOST CORNER OF TOBACCO BARN, 27.2 FEET NORTH-NORTHWEST
 EZ5731'OF CORNER FENCE POST WITH REFERENCE TAG, 47.0 FEET WEST-SOUTHWEST OF
 EZ5731'BASE OF LARGE CREPE MYRTLE WITH REFERENCE TAG AND 49.7 FEET
 EZ5731'EAST-NORTHEAST OF 10 INCH PECAN WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5732 ***********************************************************************
 EZ5732  DESIGNATION -  BROOKSHIRE AZ MK
 EZ5732  PID         -  EZ5732
 EZ5732  STATE/COUNTY-  NC/RICHMOND
 EZ5732  USGS QUAD   -  ELLERBE (1982)
 EZ5732
 EZ5732                         *CURRENT SURVEY CONTROL
 EZ5732  ___________________________________________________________________
 EZ5732* NAD 83(2001)-  35 06 50.03768(N)    079 47 27.44485(W)     ADJUSTED  
 EZ5732* NAVD 88     -       163.7    (meters)     537.     (feet)  VERTCON   
 EZ5732  ___________________________________________________________________
 EZ5732  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 EZ5732  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ5732  HORZ ORDER  -  SECOND
 EZ5732
 EZ5732.The horizontal coordinates were established by classical geodetic methods
 EZ5732.and adjusted by the National Geodetic Survey in August 2005.
 EZ5732
 EZ5732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5732
 EZ5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5732
 EZ5732.The geoid height was determined by GEOID03.
 EZ5732
 EZ5732;                    North         East     Units Scale Factor Converg.
 EZ5732;SPC NC       -   151,584.499   537,506.151   MT  0.99987547   -0 27 23.5
 EZ5732;SPC NC       -   497,323.48  1,763,468.10   sFT  0.99987547   -0 27 23.5
 EZ5732;UTM  17      - 3,886,342.901   610,176.876   MT  0.99974960   +0 41 43.9
 EZ5732
 EZ5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5732!SPC NC       -   0.99997915  x   0.99987547  =   0.99985462
 EZ5732!UTM  17      -   0.99997915  x   0.99974960  =   0.99972875
 EZ5732
 EZ5732                          SUPERSEDED SURVEY CONTROL
 EZ5732
 EZ5732  NAD 83(1986)-  35 06 50.04407(N)    079 47 27.43062(W) AD(       ) 2
 EZ5732  NGVD 29 (03/28/90)  164.0    (m)          538.     (f) VERT ANG    3  
 EZ5732
 EZ5732.Superseded values are not recommended for survey control.
 EZ5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5732.See file dsdata.txt to determine how the superseded data were derived.
 EZ5732
 EZ5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1017786343(NAD 83)
 EZ5732_MARKER: DE = TRAVERSE STATION DISK
 EZ5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5732_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5732+STABILITY: SURFACE MOTION
 EZ5732
 EZ5732  HISTORY     - Date     Condition        Report By
 EZ5732  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5732
 EZ5732                          STATION DESCRIPTION
 EZ5732
 EZ5732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5732'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTH-NORTHWEST OF
 EZ5732'ELLERBE AND 5.6 MILES SOUTHWEST OF NORMAN.
 EZ5732'
 EZ5732'TO REACH THE STATION FROM THE INTERSECTION OF NC 73 WITH US 220 NORTH
 EZ5732'OF ELLERBE, PROCEED NORTHWESTERLY ALONG NC 73 FOR 2.5 MILES TO SR 1314
 EZ5732'CROSSROAD, THENCE NORTHEAST ALONG SR 1314 FOR 0.5 MILE TO SR 1310 AND
 EZ5732'STATION ON RIGHT IN THE ROAD FORK ONE INCH HIGHER THAN ROAD SURFACE.
 EZ5732'
 EZ5732'STATION MARK IS A STANDARD DISK STAMPED---BROOKSHIRE AZ 1977---, SET
 EZ5732'IN THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 EZ5732'SURFACE.  THE MARK IS 21.1 FEET SOUTHEAST OF THE CENTERLINE OF SR
 EZ5732'1314, 46.2 FEET WEST OF THE CENTERLINE OF SR 1310, 74.8 FEET
 EZ5732'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE JUNCTION, 41.4 FEET NORTHEAST
 EZ5732'OF POWER POLE 3B-3 WITH REFERENCE TAG AND 88.6 FEET SOUTH OF A 10
 EZ5732'INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1547 ***********************************************************************
 EB1547  DESIGNATION -  BROOM
 EB1547  PID         -  EB1547
 EB1547  STATE/COUNTY-  NC/RICHMOND
 EB1547  USGS QUAD   -  MARSTON (1982)
 EB1547
 EB1547                         *CURRENT SURVEY CONTROL
 EB1547  ___________________________________________________________________
 EB1547* NAD 83(2001)-  34 59 09.49115(N)    079 35 05.36112(W)     ADJUSTED  
 EB1547* NAVD 88     -       130.474  (meters)     428.06   (feet)  ADJUSTED  
 EB1547  ___________________________________________________________________
 EB1547  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 EB1547  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EB1547  DYNAMIC HT  -         130.352 (meters)     427.66  (feet)  COMP
 EB1547  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 EB1547
 EB1547  HORZ ORDER  -  SECOND
 EB1547  VERT ORDER  -  FIRST     CLASS II
 EB1547
 EB1547.The horizontal coordinates were established by classical geodetic methods
 EB1547.and adjusted by the National Geodetic Survey in August 2005.
 EB1547
 EB1547.The orthometric height was determined by differential leveling
 EB1547.and adjusted in June 1991.
 EB1547
 EB1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1547
 EB1547.The geoid height was determined by GEOID03.
 EB1547
 EB1547.The dynamic height is computed by dividing the NAVD 88
 EB1547.geopotential number by the normal gravity value computed on the
 EB1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1547.degrees latitude (g = 980.6199 gals.).
 EB1547
 EB1547.The modeled gravity was interpolated from observed gravity values.
 EB1547
 EB1547;                    North         East     Units Scale Factor Converg.
 EB1547;SPC NC       -   137,263.565   556,211.271   MT  0.99988329   -0 20 15.2
 EB1547;SPC NC       -   450,338.88  1,824,836.48   sFT  0.99988329   -0 20 15.2
 EB1547;UTM  17      - 3,872,401.892   629,163.861   MT  0.99980562   +0 48 41.5
 EB1547
 EB1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1547!SPC NC       -   0.99998449  x   0.99988329  =   0.99986779
 EB1547!UTM  17      -   0.99998449  x   0.99980562  =   0.99979012
 EB1547
 EB1547:                Primary Azimuth Mark                     Grid Az
 EB1547:SPC NC       -  MARS                                     056 32 34.9
 EB1547:UTM  17      -  MARS                                     055 23 38.2
 EB1547
 EB1547|---------------------------------------------------------------------|
 EB1547| PID    Reference Object                     Distance      Geod. Az  |
 EB1547|                                                           dddmmss.s |
 EB1547| EB1546 MARS                                APPROX. 1.7 KM 0561219.7 |
 EB1547|---------------------------------------------------------------------|
 EB1547
 EB1547                          SUPERSEDED SURVEY CONTROL
 EB1547
 EB1547  NAD 83(1986)-  34 59 09.49312(N)    079 35 05.36877(W) AD(       ) 2
 EB1547  NAD 27      -  34 59 08.93769(N)    079 35 06.18870(W) AD(       ) 2
 EB1547  NGVD 29 (10/06/93)  130.730  (m)          428.90   (f) ADJUSTED    1 2
 EB1547
 EB1547.Superseded values are not recommended for survey control.
 EB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1547.See file dsdata.txt to determine how the superseded data were derived.
 EB1547
 EB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2916472402(NAD 83)
 EB1547_MARKER: DE = TRAVERSE STATION DISK
 EB1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1547_SP_SET: CONCRETE POST
 EB1547_STAMPING: BROOM 1972
 EB1547_MARK LOGO: NCGS  
 EB1547_PROJECTION: FLUSH
 EB1547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1547+STABILITY: SURFACE MOTION
 EB1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1547+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 EB1547
 EB1547  HISTORY     - Date     Condition        Report By
 EB1547  HISTORY     - 1972     MONUMENTED       NCGS
 EB1547  HISTORY     - 1980     GOOD             NCGS
 EB1547  HISTORY     - 1980     GOOD             NCGS
 EB1547  HISTORY     - 19890425 MARK NOT FOUND   USGS
 EB1547  HISTORY     - 19990406 GOOD             NCGS
 EB1547
 EB1547                          STATION DESCRIPTION
 EB1547
 EB1547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EB1547'BROOM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB1547'COMMUNITY OF MARSTON, NORTH CAROLINA.
 EB1547'
 EB1547'BROOM IS LOCATED IN MARSTON AND 3.8 MILES SOUTHWEST OF HOFFMAN.
 EB1547'THIS STATION IS APPROXIMATELY 250 FEET SOUTHEAST OF THE INTERSECTION
 EB1547'OF US 1 AND SR 1001 AND THE SEABOARD COAST LINE RR, APPROXIMATELY
 EB1547'200 FEET ESE OF AND ACROSS US 1 FROM THE MARSTON BROOM AND MOP
 EB1547'COMPANY.
 EB1547'
 EB1547'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROOM
 EB1547'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EB1547'INCHES ABOVE THE GROUND.
 EB1547'
 EB1547'MARK IS
 EB1547'
 EB1547'125.0 FEET SE OF C/L OF US 1.
 EB1547'20.0 FEET SW OF C/L OF SR 1001.
 EB1547'7.2 FEET NW OF WESTERNMOST RAIL OF RR.
 EB1547'46.3 FEET E OF PP W/POWER CONTROL PANEL BOX AND WITH ALUMINUM
 EB1547'REF. TAG.
 EB1547'6.3 FEET S OF SOUTH EDGE OF CONCRETE BASE OF RR SIGNAL CROSSING.
 EB1547'56.1 FEET W OF TP WITH ALUMINUM REF. TAG.
 EB1547
 EB1547                          STATION RECOVERY (1980)
 EB1547
 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EB1547'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB1547
 EB1547                          STATION RECOVERY (1980)
 EB1547
 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EB1547'IN MARSTON.
 EB1547'IN MARSTON AT INTERSECTION OF U.S. 1 WITH SR 1001, ACROSS HIGHWAY FROM
 EB1547'MARSTON BROOM AND MOP COMPANY AND 1.1 MI NORTHEAST OF JUNCTION OF
 EB1547'U.S. 1 AND N.C. 177, 125.0 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EB1547'20.0 FEET SOUTHWEST OF ROAD, 7.2 FEET NORTHWEST OF WEST RAIL OF
 EB1547'SEABOARD COAST LINE RAILROAD, 46.3 FEET EAST OF POWER POLE WITH
 EB1547'CONTROL BOX AND WITH REFERENCE TAG, 6.3 FEET SOUTH OF SOUTH EDGE OF
 EB1547'CONCRETE BASE OF RAILROAD CROSSING SIGNAL AND 56.1 FEET WEST OF
 EB1547'TELEPHONE POLE WITH REFERENCE TAG.
 EB1547'THE MARK IS 1 FT BELOW TRACKS.
 EB1547
 EB1547                          STATION RECOVERY (1989)
 EB1547
 EB1547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW)
 EB1547'MARK NOT FOUND.
 EB1547
 EB1547                          STATION RECOVERY (1999)
 EB1547
 EB1547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 EB1547'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS ABOUT
 EB1547'150-FEET SOUTHEAST OF THE INTERSECTION OF US-1 AND SR 1001 AND
 EB1547'RAILROAD. RECESSED 2-INCHES BELOW THE GROUND. LOCATED 6.0 FT (1.8 M)
 EB1547'NORTHWEST OF RR SIGNAL POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2034 ***********************************************************************
 FZ2034  DESIGNATION -  BROTHER
 FZ2034  PID         -  FZ2034
 FZ2034  STATE/COUNTY-  NC/WATAUGA
 FZ2034  USGS QUAD   -  BOONE (1994)
 FZ2034
 FZ2034                         *CURRENT SURVEY CONTROL
 FZ2034  ___________________________________________________________________
 FZ2034* NAD 83(2001)-  36 12 18.30375(N)    081 43 49.58987(W)     ADJUSTED  
 FZ2034* NAVD 88     -       891.6    (meters)    2925.     (feet)  VERTCON   
 FZ2034  ___________________________________________________________________
 FZ2034  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FZ2034  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FZ2034  HORZ ORDER  -  SECOND
 FZ2034
 FZ2034.The horizontal coordinates were established by classical geodetic methods
 FZ2034.and adjusted by the National Geodetic Survey in August 2005.
 FZ2034
 FZ2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2034
 FZ2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2034
 FZ2034.The geoid height was determined by GEOID03.
 FZ2034
 FZ2034;                    North         East     Units Scale Factor Converg.
 FZ2034;SPC NC       -   275,733.419   364,081.802   MT  1.00001095   -1 34 33.3
 FZ2034;SPC NC       -   904,635.39  1,194,491.71   sFT  1.00001095   -1 34 33.3
 FZ2034;UTM  17      - 4,006,942.936   434,337.365   MT  0.99965312   -0 25 53.3
 FZ2034
 FZ2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2034!SPC NC       -   0.99986497  x   1.00001095  =   0.99987592
 FZ2034!UTM  17      -   0.99986497  x   0.99965312  =   0.99951814
 FZ2034
 FZ2034:                Primary Azimuth Mark                     Grid Az
 FZ2034:SPC NC       -  BABB                                     105 34 31.7
 FZ2034:UTM  17      -  BABB                                     104 25 51.7
 FZ2034
 FZ2034|---------------------------------------------------------------------|
 FZ2034| PID    Reference Object                     Distance      Geod. Az  |
 FZ2034|                                                           dddmmss.s |
 FZ2034| FZ2024 BABB                                APPROX. 0.5 KM 1035958.4 |
 FZ2034| FZ2043 YATES                               339.976 METERS 25709     |
 FZ2034|---------------------------------------------------------------------|
 FZ2034
 FZ2034                          SUPERSEDED SURVEY CONTROL
 FZ2034
 FZ2034  NAD 83(1995)-  36 12 18.30469(N)    081 43 49.58901(W) AD(       ) 2
 FZ2034  NAD 83(1993)-  36 12 18.30989(N)    081 43 49.59252(W) AD(       ) 2
 FZ2034  NAD 83(1986)-  36 12 18.31242(N)    081 43 49.60047(W) AD(       ) 2
 FZ2034  NAD 27      -  36 12 17.84909(N)    081 43 50.20507(W) AD(       ) 2
 FZ2034  NGVD 29 (07/19/86)  891.7    (m)         2926.     (f) VERT ANG    3  
 FZ2034
 FZ2034.Superseded values are not recommended for survey control.
 FZ2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2034.See file dsdata.txt to determine how the superseded data were derived.
 FZ2034
 FZ2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3433706943(NAD 83)
 FZ2034_MARKER: DE = TRAVERSE STATION DISK
 FZ2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2034_STAMPING: BROTHER 1971
 FZ2034_MARK LOGO: NCGS  
 FZ2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2034+STABILITY: SURFACE MOTION
 FZ2034
 FZ2034  HISTORY     - Date     Condition        Report By
 FZ2034  HISTORY     - 1971     MONUMENTED       NCGS
 FZ2034  HISTORY     - 20060524 GOOD             USPSQD
 FZ2034
 FZ2034                          STATION DESCRIPTION
 FZ2034
 FZ2034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ2034'BROTHER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ2034'THE VICINITY OF BOONE, NORTH CAROLINA.
 FZ2034'
 FZ2034'BROTHER IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF BOONE.  TO
 FZ2034'REACH STATION PROCEED FROM THE INTERSECTION OF NC 105 AND SR 1107.
 FZ2034'GO WEST ALONG NC 105 FOR 1.5 MILES TO STATION ON RIGHT (N. SIDE) OF
 FZ2034'HIGHWAY ON TOP OF HIGH BANK.  AND 1.2 MILES EAST OF INTERSECTION
 FZ2034'OF NC 105 AND SR 1112.
 FZ2034'
 FZ2034'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROTHER
 FZ2034'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 FZ2034'INCHES ABOVE THE GROUND.
 FZ2034'
 FZ2034'MARK IS
 FZ2034'40.4 FEET N OF C/L OF NC 105.
 FZ2034'135.6 FEET W OF ALUM. REF. TAG ON PP NO. 21 W/TRANSFORMER.
 FZ2034'160.0 FEET E OF ALUMINUM REF. TAG ON PP NO. 22.
 FZ2034'12.8 FEET S OF ALUMINUM REF. TAG ON TWIN 12 INCH YELLOW POPLAR.
 FZ2034
 FZ2034                          STATION RECOVERY (2006)
 FZ2034
 FZ2034'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2034'EAST OF PRODUCE STAND NAMED TOMATO SHACK. MARK ON TOP OF HIGH BANK
 FZ2034'WITH MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2742 ***********************************************************************
 FY2742  DESIGNATION -  BROTHER
 FY2742  PID         -  FY2742
 FY2742  STATE/COUNTY-  NC/WARREN
 FY2742  USGS QUAD   -  MIDDLEBURG (1982)
 FY2742
 FY2742                         *CURRENT SURVEY CONTROL
 FY2742  ___________________________________________________________________
 FY2742* NAD 83(2001)-  36 24 44.06620(N)    078 16 40.61768(W)     ADJUSTED  
 FY2742* NAVD 88     -       133.7    (meters)     439.     (feet)  VERTCON   
 FY2742  ___________________________________________________________________
 FY2742  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 FY2742  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 FY2742  HORZ ORDER  -  SECOND
 FY2742
 FY2742.The horizontal coordinates were established by classical geodetic methods
 FY2742.and adjusted by the National Geodetic Survey in August 2005.
 FY2742
 FY2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2742
 FY2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2742
 FY2742.The geoid height was determined by GEOID03.
 FY2742
 FY2742;                    North         East     Units Scale Factor Converg.
 FY2742;SPC NC       -   295,580.256   674,367.924   MT  1.00007780   +0 25 00.3
 FY2742;SPC NC       -   969,749.56  2,212,488.76   sFT  1.00007780   +0 25 00.3
 FY2742;UTM  17      - 4,033,116.605   744,076.121   MT  1.00033405   +1 36 59.7
 FY2742
 FY2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2742!SPC NC       -   0.99998419  x   1.00007780  =   1.00006199
 FY2742!UTM  17      -   0.99998419  x   1.00033405  =   1.00031823
 FY2742
 FY2742:                Primary Azimuth Mark                     Grid Az
 FY2742:SPC NC       -  LUTHER                                   011 54 22.3
 FY2742:UTM  17      -  LUTHER                                   010 42 22.9
 FY2742
 FY2742|---------------------------------------------------------------------|
 FY2742| PID    Reference Object                     Distance      Geod. Az  |
 FY2742|                                                           dddmmss.s |
 FY2742| FY2753 LUTHER                              APPROX. 0.7 KM 0121922.6 |
 FY2742|---------------------------------------------------------------------|
 FY2742
 FY2742                          SUPERSEDED SURVEY CONTROL
 FY2742
 FY2742  NAD 83(1993)-  36 24 44.06986(N)    078 16 40.62242(W) AD(       ) 2
 FY2742  NAD 83(1986)-  36 24 44.06726(N)    078 16 40.63418(W) AD(       ) 2
 FY2742  NAD 27      -  36 24 43.54466(N)    078 16 41.65221(W) AD(       ) 2
 FY2742  NGVD 29 (07/19/86)  134.0    (m)          440.     (f) VERT ANG    3  
 FY2742
 FY2742.Superseded values are not recommended for survey control.
 FY2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2742.See file dsdata.txt to determine how the superseded data were derived.
 FY2742
 FY2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4407633117(NAD 83)
 FY2742_MARKER: DE = TRAVERSE STATION DISK
 FY2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2742_STAMPING: BROTHER 1969
 FY2742_MARK LOGO: NCGS  
 FY2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2742+STABILITY: SURFACE MOTION
 FY2742
 FY2742  HISTORY     - Date     Condition        Report By
 FY2742  HISTORY     - 1969     MONUMENTED       NCGS
 FY2742  HISTORY     - 1974     GOOD             NCSHC
 FY2742
 FY2742                          STATION DESCRIPTION
 FY2742
 FY2742'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2742'BROTHER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2742'IN THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2742'
 FY2742'BROTHER IS LOCATED APPROXIMATELY 6.9 MILES WNW OF WARRENTON AND
 FY2742'4.9 MILES WSW OF NORLINA.  TO REACH STATION PROCEED FROM THE
 FY2742'INTERSECTION OF US 1 AND SR 1102, TURN RIGHT (E) ON SR 1102 AND
 FY2742'GO 0.45 MILE TO INTERSECTION OF SR 1102 AND SR 1100, TURN RIGHT
 FY2742'(S) ON SR 1100 AND GO 0.6 MILE TO INTERSECTION OF SR 1100 AND SR
 FY2742'1101, STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION.
 FY2742'
 FY2742'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2742'BROTHER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2742'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2742'
 FY2742'MARK IS
 FY2742'
 FY2742'31.1 FT N OF C/L OF SR 1101
 FY2742'
 FY2742'14.3 FT SE OF 14 INCH PINE WITH ALUMINUM REF. TAG
 FY2742'
 FY2742'47.5 FT SE OF GREEN UNDERGROUND CABLE POST 1620-2
 FY2742'
 FY2742'41.5 FT W OF 12 INCH SWEET GUM WITH ALUMINUM REF. TAG
 FY2742'
 FY2742'3.0 FT SSE OF FENCE POST WITH ALUMINUM REF. TAG
 FY2742'
 FY2742'67.2 FT NE OF 14 INCH PINE AT FORKS OF SR 1100 AND SR 1101,
 FY2742'AND WITH ALUMINUM REF. TAG
 FY2742
 FY2742                          STATION RECOVERY (1974)
 FY2742
 FY2742'RECOVERY NOTE BY NC STATE HWYS COMM 1974 (AWG)
 FY2742'EXCELLENT
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4893 ***********************************************************************
 FA4893  DESIGNATION -  BROTHERTON
 FA4893  PID         -  FA4893
 FA4893  STATE/COUNTY-  NC/LINCOLN
 FA4893  USGS QUAD   -  DENVER (1993)
 FA4893
 FA4893                         *CURRENT SURVEY CONTROL
 FA4893  ___________________________________________________________________
 FA4893* NAD 83(2001)-  35 32 50.59452(N)    081 05 21.58281(W)     ADJUSTED  
 FA4893* NAVD 88     -       290.1    (meters)     952.     (feet)  VERTCON   
 FA4893  ___________________________________________________________________
 FA4893  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 FA4893  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 FA4893  HORZ ORDER  -  SECOND
 FA4893
 FA4893.The horizontal coordinates were established by classical geodetic methods
 FA4893.and adjusted by the National Geodetic Survey in August 2005.
 FA4893
 FA4893.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4893
 FA4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4893
 FA4893.The geoid height was determined by GEOID03.
 FA4893
 FA4893;                    North         East     Units Scale Factor Converg.
 FA4893;SPC NC       -   201,378.741   420,184.720   MT  0.99988586   -1 12 21.2
 FA4893;SPC NC       -   660,690.09  1,378,556.04   sFT  0.99988586   -1 12 21.2
 FA4893;UTM  17      - 3,933,752.660   491,903.276   MT  0.99960081   -0 03 07.0
 FA4893
 FA4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4893!SPC NC       -   0.99995941  x   0.99988586  =   0.99984528
 FA4893!UTM  17      -   0.99995941  x   0.99960081  =   0.99956024
 FA4893
 FA4893                          SUPERSEDED SURVEY CONTROL
 FA4893
 FA4893  NAD 83(1986)-  35 32 50.60666(N)    081 05 21.58809(W) AD(       ) 2
 FA4893  NGVD 29 (09/01/92)  290.4    (m)          953.     (f) VERT ANG    3  
 FA4893
 FA4893.Superseded values are not recommended for survey control.
 FA4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4893.See file dsdata.txt to determine how the superseded data were derived.
 FA4893
 FA4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9190333753(NAD 83)
 FA4893_MARKER: DE = TRAVERSE STATION DISK
 FA4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4893_SP_SET: CONCRETE POST
 FA4893_STAMPING: BROTHERTON 1983
 FA4893_MARK LOGO: NCGS  
 FA4893_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4893+STABILITY: SURFACE MOTION
 FA4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4893+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1997
 FA4893
 FA4893  HISTORY     - Date     Condition        Report By
 FA4893  HISTORY     - 1983     MONUMENTED       NCGS
 FA4893  HISTORY     - 1987     GOOD             USPSQD
 FA4893  HISTORY     - 19950318 GOOD             USPSQD
 FA4893  HISTORY     - 19971216 GOOD             NCGS
 FA4893  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 FA4893  HISTORY     - 20060422 MARK NOT FOUND   USPSQD
 FA4893
 FA4893                          STATION DESCRIPTION
 FA4893
 FA4893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4893'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST-NORTHWEST OF DENVER AND
 FA4893'17.2 KM (10.7 MI) NORTHEAST OF LINCOLNTON.
 FA4893'ALONG NC 150 FOR 2.7 KM (1.7 MI) WEST-SOUTHWEST FROM NC 16 (AT
 FA4893'CHRONICLE), ON THE LEFT, IN FRONT OF A FRAME HOUSE, OR 0.1 KM
 FA4893'(0.1 MI) WEST OF SR 1369.
 FA4893'MARK IS RECESSSED 1 INCH BELOW GROUND.  LOCATED 6.95 M (22.80 FT)
 FA4893'SOUTH OF THE CENTERLINE OF NC 150, 1.07 M (3.51 FT) SOUTH OF A MAIL
 FA4893'BOX POST, 12.19 M (39.99 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 FA4893'OF A FRAME HOUSE, 6.19 M (20.31 FT) NORTHWEST OF AN 8-INCH MAPLE, AND
 FA4893'16.34 M (53.61 FT) EAST-NORTHEAST OF A TELEPHONE POLE WITH A
 FA4893'REFERENCE TAG.
 FA4893
 FA4893                          STATION RECOVERY (1987)
 FA4893
 FA4893'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA4893'RECOVERED IN GOOD CONDITION.
 FA4893
 FA4893                          STATION RECOVERY (1995)
 FA4893
 FA4893'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4893'RECOVERED IN GOOD CONDITION.
 FA4893
 FA4893                          STATION RECOVERY (1997)
 FA4893
 FA4893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA4893'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FA4893'MARK IS LOCATED 33.2 FT (10.1 M) WEST OF PEDESTAL AND 55.4 FT (16.9 M)
 FA4893'NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 FA4893
 FA4893                          STATION RECOVERY (2001)
 FA4893
 FA4893'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4893'NOT FOUND.  SEARCHED IN FRONT OF FRAME HOUSE WITH MICRONTA 4001.
 FA4893
 FA4893                          STATION RECOVERY (2006)
 FA4893
 FA4893'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSG)
 FA4893'NO POLE TAG, NO MAPLE TREE, NO PO BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1289 ***********************************************************************
 EC1289  DESIGNATION -  BROWER
 EC1289  PID         -  EC1289
 EC1289  STATE/COUNTY-  NC/ANSON
 EC1289  USGS QUAD   -  WADESBORO (1988)
 EC1289
 EC1289                         *CURRENT SURVEY CONTROL
 EC1289  ___________________________________________________________________
 EC1289* NAD 83(2001)-  34 56 36.79805(N)    080 05 11.79856(W)     ADJUSTED  
 EC1289* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 EC1289  ___________________________________________________________________
 EC1289  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EC1289  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 EC1289  HORZ ORDER  -  SECOND
 EC1289
 EC1289.The horizontal coordinates were established by classical geodetic methods
 EC1289.and adjusted by the National Geodetic Survey in August 2005.
 EC1289
 EC1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1289
 EC1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1289
 EC1289.The geoid height was determined by GEOID03.
 EC1289
 EC1289;                    North         East     Units Scale Factor Converg.
 EC1289;SPC NC       -   132,944.548   510,351.649   MT  0.99988697   -0 37 37.8
 EC1289;SPC NC       -   436,168.90  1,674,378.70   sFT  0.99988697   -0 37 37.8
 EC1289;UTM  17      - 3,867,164.367   583,406.704   MT  0.99968574   +0 31 23.5
 EC1289
 EC1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1289!SPC NC       -   0.99998315  x   0.99988697  =   0.99987012
 EC1289!UTM  17      -   0.99998315  x   0.99968574  =   0.99966889
 EC1289
 EC1289:                Primary Azimuth Mark                     Grid Az
 EC1289:SPC NC       -  WADESBORO COUNTY WATER TANK              011 45 46.0
 EC1289:UTM  17      -  WADESBORO COUNTY WATER TANK              010 36 44.7
 EC1289
 EC1289|---------------------------------------------------------------------|
 EC1289| PID    Reference Object                     Distance      Geod. Az  |
 EC1289|                                                           dddmmss.s |
 EC1289| EC1290 WADESBORO COUNTY WATER TANK         APPROX. 3.7 KM 0110808.2 |
 EC1289| EC1319 WADESBORO RAD STA WADE TOWER        APPROX. 2.9 KM 0763912.5 |
 EC1289| EC1287 TREXLER                             APPROX. 1.2 KM 3152025.9 |
 EC1289|---------------------------------------------------------------------|
 EC1289
 EC1289                          SUPERSEDED SURVEY CONTROL
 EC1289
 EC1289  NAD 83(1986)-  34 56 36.81157(N)    080 05 11.81176(W) AD(       ) 2
 EC1289  NAD 27      -  34 56 36.25157(N)    080 05 12.59179(W) AD(       ) 2
 EC1289  NGVD 29 (07/19/86)  138.3    (m)          454.     (f) VERT ANG    3  
 EC1289
 EC1289.Superseded values are not recommended for survey control.
 EC1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1289.See file dsdata.txt to determine how the superseded data were derived.
 EC1289
 EC1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8340767164(NAD 83)
 EC1289_MARKER: DE = TRAVERSE STATION DISK
 EC1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1289_STAMPING: BROWER 1970
 EC1289_MARK LOGO: NCGS  
 EC1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1289+STABILITY: SURFACE MOTION
 EC1289
 EC1289  HISTORY     - Date     Condition        Report By
 EC1289  HISTORY     - 1970     MONUMENTED       NCGS
 EC1289  HISTORY     - 19940616 GOOD             USPSQD
 EC1289
 EC1289                          STATION DESCRIPTION
 EC1289
 EC1289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EC1289'BROWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1289'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 EC1289'
 EC1289'BROWER IS LOCATED APPROXIMATELY 1.6 MILES SSW OF WADESBORO.  TO
 EC1289'REACH STATION PROCEED FROM THE INTERSECTION OF NC 109 AND SR 1138
 EC1289'ON SOUTHWEST SIDE OF WADESBORO, GO EAST ON SR 1138 FOR 0.35 MILE TO
 EC1289'STATION ON LEFT, APPROXIMATELY 50 FEET WEST OF HOME OF JAMES
 EC1289'BROWER ON NORTH SIDE OF ROAD.  STATION IS 0.9 MILE WEST OF
 EC1289'INTERSECTION OF SR 1138 AND NC 742.
 EC1289'
 EC1289'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWER
 EC1289'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EC1289'FLUSH WITH THE SURFACE OF THE GROUND.
 EC1289'
 EC1289'MARK IS
 EC1289'54.4 FEET SE OF ALUMINUM REF. TAG ON PP NO. 8.
 EC1289'40.6 FEET SW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE.
 EC1289'50.0 FEET WSW OF ALUMINUM REF. TAG ON 6 INCH GUM TREE.
 EC1289'21.6 FEET ENE OF C/L OF SR 1138.
 EC1289'65.3 FEET ESE OF E END OF CULVERT UNDER DRIVE TO J. C. BROWERS
 EC1289'HOUSE.
 EC1289'55.3 FEET SE OF GUY WIRE BASE ON PP NO. 8.
 EC1289
 EC1289                          STATION RECOVERY (1994)
 EC1289
 EC1289'RECOVERY NOTE BY US POWER SQUADRON 1994
 EC1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8838 ***********************************************************************
 AF8838  DESIGNATION -  BROWER
 AF8838  PID         -  AF8838
 AF8838  STATE/COUNTY-  NC/DARE
 AF8838  USGS QUAD   -  BUXTON (1983)
 AF8838
 AF8838                         *CURRENT SURVEY CONTROL
 AF8838  ___________________________________________________________________
 AF8838* NAD 83(2001)-  35 15 43.87573(N)    075 34 11.69095(W)     ADJUSTED  
 AF8838* NAVD 88     -         2.095  (meters)       6.87   (feet)  ADJUSTED  
 AF8838  ___________________________________________________________________
 AF8838  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AF8838  GEOID HEIGHT-         -38.70  (meters)                     GEOID03
 AF8838  DYNAMIC HT  -           2.093 (meters)       6.87  (feet)  COMP
 AF8838  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 AF8838
 AF8838  HORZ ORDER  -  SECOND
 AF8838  VERT ORDER  -  SECOND    CLASS II
 AF8838
 AF8838.The horizontal coordinates were established by classical geodetic methods
 AF8838.and adjusted by the National Geodetic Survey in August 2005.
 AF8838
 AF8838.The orthometric height was determined by differential leveling
 AF8838.and adjusted in January 2000.
 AF8838
 AF8838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8838
 AF8838.The geoid height was determined by GEOID03.
 AF8838
 AF8838.The dynamic height is computed by dividing the NAVD 88
 AF8838.geopotential number by the normal gravity value computed on the
 AF8838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8838.degrees latitude (g = 980.6199 gals.).
 AF8838
 AF8838.The modeled gravity was interpolated from observed gravity values.
 AF8838
 AF8838;                    North         East     Units Scale Factor Converg.
 AF8838;SPC NC       -   173,138.101   921,623.543   MT  0.99987261   +1 58 47.1
 AF8838;SPC NC       -   568,037.25  3,023,693.24   sFT  0.99987261   +1 58 47.1
 AF8838;UTM  18      - 3,902,268.161   448,160.533   MT  0.99963312   -0 19 44.5
 AF8838
 AF8838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8838!SPC NC       -   1.00000575  x   0.99987261  =   0.99987835
 AF8838!UTM  18      -   1.00000575  x   0.99963312  =   0.99963886
 AF8838
 AF8838                          SUPERSEDED SURVEY CONTROL
 AF8838
 AF8838  NAD 83(1986)-  35 15 43.88930(N)    075 34 11.69622(W) AD(       ) 2
 AF8838  NAVD 88 (06/15/98)    2.09   (m)            6.9    (f) LEVELING    3  
 AF8838
 AF8838.Superseded values are not recommended for survey control.
 AF8838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8838.See file dsdata.txt to determine how the superseded data were derived.
 AF8838
 AF8838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4816102268(NAD 83)
 AF8838_MARKER: DE = TRAVERSE STATION DISK
 AF8838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8838_STAMPING: BROWER 1985
 AF8838_MARK LOGO: NCGS  
 AF8838_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8838+STABILITY: SURFACE MOTION
 AF8838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8838+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8838
 AF8838  HISTORY     - Date     Condition        Report By
 AF8838  HISTORY     - 1985     MONUMENTED       NCGS
 AF8838  HISTORY     - 20000626 MARK NOT FOUND   NCDOT
 AF8838  HISTORY     - 20030821 GOOD             USPSQD
 AF8838
 AF8838                          STATION DESCRIPTION
 AF8838
 AF8838'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8838'STATION IS LOCATED IN THE BUXTON COMMUNITY. ALONG NC 12 FOR 2.7 KM
 AF8838'(1.65 MI) WEST FROM THE BUXTON POST OFFICE, ACROSS FROM A MOBILE HOME.
 AF8838'MARK IS 1/2 FOOT LOWER THAN THE HIGHWAY AND IS RECESSED 3 INCHES BELOW
 AF8838'GROUND.  LOCATED 6.4 M (21.0 FT) SOUTH OF NC 12, 21.0 M (68.9 FT)
 AF8838'SOUTH-SOUTHWEST OF A CONCRETE PROPERTY MONUMENT, 28.7 M (94.2 FT)
 AF8838'SOUTHEAST OF A CONCRETE PROPERTY MONUMENT, 19.7 M (64.6 FT) SOUTH OF A
 AF8838'TELEPHONE PEDESTAL (4-4W), AND 2.8 M (9.2 FT) NORTH-NORTHWEST OF A
 AF8838'POWER POLE (22-53) WITH A LAMP AND WITH A REFERENCE TAG.
 AF8838
 AF8838                          STATION RECOVERY (2000)
 AF8838
 AF8838'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8838'STATION NOT FOUND.
 AF8838
 AF8838                          STATION RECOVERY (2003)
 AF8838
 AF8838'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AF8838'THE CAPE PAINTED ON TOWER. IN YARD OF DARE COUNTY ADMINISTRATION BLDG
 AF8838'49815 HWY 12 BUXTON
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0481 ***********************************************************************
 FA0481  DESIGNATION -  BROWN
 FA0481  PID         -  FA0481
 FA0481  STATE/COUNTY-  NC/MECKLENBURG
 FA0481  USGS QUAD   -  CORNELIUS (1993)
 FA0481
 FA0481                         *CURRENT SURVEY CONTROL
 FA0481  ___________________________________________________________________
 FA0481* NAD 83(2001)-  35 25 20.04718(N)    080 51 33.87872(W)     ADJUSTED  
 FA0481* NAVD 88     -       236.899  (meters)     777.23   (feet)  ADJUSTED  
 FA0481  ___________________________________________________________________
 FA0481  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 FA0481  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 FA0481  DYNAMIC HT  -         236.682 (meters)     776.51  (feet)  COMP
 FA0481  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 FA0481
 FA0481  HORZ ORDER  -  SECOND
 FA0481  VERT ORDER  -  SECOND    CLASS 0
 FA0481
 FA0481.The horizontal coordinates were established by classical geodetic methods
 FA0481.and adjusted by the National Geodetic Survey in August 2005.
 FA0481
 FA0481.The orthometric height was determined by differential leveling
 FA0481.and adjusted in June 1991.
 FA0481
 FA0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0481
 FA0481.The geoid height was determined by GEOID03.
 FA0481
 FA0481.The dynamic height is computed by dividing the NAVD 88
 FA0481.geopotential number by the normal gravity value computed on the
 FA0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0481.degrees latitude (g = 980.6199 gals.).
 FA0481
 FA0481.The modeled gravity was interpolated from observed gravity values.
 FA0481
 FA0481;                    North         East     Units Scale Factor Converg.
 FA0481;SPC NC       -   187,082.705   440,766.215   MT  0.99987700   -1 04 23.5
 FA0481;SPC NC       -   613,787.17  1,446,080.49   sFT  0.99987700   -1 04 23.5
 FA0481;UTM  17      - 3,919,878.067   512,762.756   MT  0.99960201   +0 04 53.3
 FA0481
 FA0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0481!SPC NC       -   0.99996767  x   0.99987700  =   0.99984467
 FA0481!UTM  17      -   0.99996767  x   0.99960201  =   0.99956969
 FA0481
 FA0481:                Primary Azimuth Mark                     Grid Az
 FA0481:SPC NC       -  GRAHAM                                   339 38 25.0
 FA0481:UTM  17      -  GRAHAM                                   338 29 08.2
 FA0481
 FA0481|---------------------------------------------------------------------|
 FA0481| PID    Reference Object                     Distance      Geod. Az  |
 FA0481|                                                           dddmmss.s |
 FA0481| FA0480 GRAHAM                              APPROX. 1.4 KM 3383401.5 |
 FA0481|---------------------------------------------------------------------|
 FA0481
 FA0481                          SUPERSEDED SURVEY CONTROL
 FA0481
 FA0481  NAD 83(1986)-  35 25 20.06589(N)    080 51 33.88487(W) AD(       ) 2
 FA0481  NAD 27      -  35 25 19.57021(N)    080 51 34.62119(W) AD(       ) 2
 FA0481  NGVD 29 (??/??/92)  237.113  (m)          777.93   (f) ADJ UNCH    2 0
 FA0481
 FA0481.Superseded values are not recommended for survey control.
 FA0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0481.See file dsdata.txt to determine how the superseded data were derived.
 FA0481
 FA0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1276319878(NAD 83)
 FA0481_MARKER: DE = TRAVERSE STATION DISK
 FA0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0481_SP_SET: CONCRETE CYLINDER
 FA0481_STAMPING: BROWN 1965
 FA0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0481
 FA0481  HISTORY     - Date     Condition        Report By
 FA0481  HISTORY     - 1965     MONUMENTED       NCGS
 FA0481  HISTORY     - 1972     GOOD             NCGS
 FA0481  HISTORY     - 1975     GOOD             NCSHC
 FA0481  HISTORY     - 1987     GOOD             USPSQD
 FA0481  HISTORY     - 1987     GOOD             USPSQD
 FA0481  HISTORY     - 1988     GOOD             USPSQD
 FA0481  HISTORY     - 19910401 MARK NOT FOUND   USPSQD
 FA0481  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 FA0481
 FA0481                          STATION DESCRIPTION
 FA0481
 FA0481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA0481'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0481'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0481'
 FA0481'BROWN IS 13.4 MILES N OF CHARLOTTE AND 1.2 MILES NW OF
 FA0481'HUNTERSVILLE.  LOCATED 0.9 MILES N ALONG U.S. 21 FROM SR
 FA0481'2136.  1.4 MILES S OF SR 2145.  APPROXIMATELY 100 FT SE OF
 FA0481'C/L OF INTERSECTION OF U.S. 21 AND SR 2140 AND ON THE SHOULDER
 FA0481'OF U.S. 21.
 FA0481'
 FA0481'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0481'BROWN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0481'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA0481'
 FA0481'MARK IS
 FA0481'
 FA0481'22.0 FT E OF C/L OF U.S. 21
 FA0481'
 FA0481'86.1 FT S OF 4X4 SIGN POST IN ISLAND OF SR 2140
 FA0481'
 FA0481'86.4 FT SW OF NW CORNER OF BROWNS HOUSE
 FA0481'
 FA0481'81.3 FT W OF SW CORNER OF BROWNS HOUSE
 FA0481'
 FA0481'123.1 FT N OF PP 145 WITH ALUMINUM REF. TAG
 FA0481'
 FA0481'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA0481
 FA0481                          STATION RECOVERY (1972)
 FA0481
 FA0481'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0481'1.2 MI NW FROM HUNTERSVILLE.
 FA0481'STATION IS LOCATED APPROXIMATELY 13.5 MI. N OF DOWNTOWN CHARLOTTE,
 FA0481'ABOUT 0.9 MI. N ALONG U.S. 21 FROM INTERSECTION WITH SR 2136,
 FA0481'IN THE SE QUADRANT AND APPROXIMATELY 100 FT SE OF THE
 FA0481'INTERSECTION OF U.S. 21 AND SR 2140, 22.0 FT E OF C/L OF U.S. 21,
 FA0481'85.6 FT S OF SIGN POST WITH ALUMINUM REF. TAG IN ISLAND OF SR
 FA0481'2140, 86.4 FT SW OF NW CORNER OF BROWN RESIDENCE, 81.3 FT W OF
 FA0481'SW CORNER OF BROWN RESIDENCE, AND 123.1 FT N OF PP 145 WITH
 FA0481'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 2 INCHES
 FA0481'BELOW THE GROUND.
 FA0481
 FA0481                          STATION RECOVERY (1975)
 FA0481
 FA0481'RECOVERY NOTE BY NC STATE HWYS COMM 1975 (EAG)
 FA0481'BROWN 1965 GOOD
 FA0481
 FA0481                          STATION RECOVERY (1987)
 FA0481
 FA0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0481'RECOVERED IN GOOD CONDITION.
 FA0481
 FA0481                          STATION RECOVERY (1987)
 FA0481
 FA0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA0481'RECOVERED IN GOOD CONDITION.
 FA0481
 FA0481                          STATION RECOVERY (1988)
 FA0481
 FA0481'RECOVERY NOTE BY US POWER SQUADRON 1988 (WCB)
 FA0481'RECOVERED IN GOOD CONDITION.
 FA0481
 FA0481                          STATION RECOVERY (1991)
 FA0481
 FA0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA0481'MARK NOT FOUND.
 FA0481
 FA0481                          STATION RECOVERY (2003)
 FA0481
 FA0481'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA0481'SEARCHED SE QUADRANT OF STATESVILLE ROAD AND STUMPTOWN ROAD WITH
 FA0481'MICRONTA 4001 AND PROBED.  RM STILL ON PP 145.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0990 ***********************************************************************
 EA0990  DESIGNATION -  BROWN
 EA0990  PID         -  EA0990
 EA0990  STATE/COUNTY-  NC/PENDER
 EA0990  USGS QUAD   -  STAG PARK (1981)
 EA0990
 EA0990                         *CURRENT SURVEY CONTROL
 EA0990  ___________________________________________________________________
 EA0990* NAD 83(2001)-  34 36 39.40200(N)    077 50 09.31211(W)     ADJUSTED  
 EA0990* NAVD 88     -         5.736  (meters)      18.82   (feet)  ADJUSTED  
 EA0990  ___________________________________________________________________
 EA0990  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 EA0990  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EA0990  DYNAMIC HT  -           5.730 (meters)      18.80  (feet)  COMP
 EA0990  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 EA0990
 EA0990  HORZ ORDER  -  SECOND
 EA0990  VERT ORDER  -  SECOND    CLASS II
 EA0990
 EA0990.The horizontal coordinates were established by classical geodetic methods
 EA0990.and adjusted by the National Geodetic Survey in August 2005.
 EA0990
 EA0990.The orthometric height was determined by differential leveling
 EA0990.and adjusted in June 1991.
 EA0990
 EA0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0990
 EA0990.The geoid height was determined by GEOID03.
 EA0990
 EA0990.The dynamic height is computed by dividing the NAVD 88
 EA0990.geopotential number by the normal gravity value computed on the
 EA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0990.degrees latitude (g = 980.6199 gals.).
 EA0990
 EA0990.The modeled gravity was interpolated from observed gravity values.
 EA0990
 EA0990;                    North         East     Units Scale Factor Converg.
 EA0990;SPC NC       -    96,132.100   716,359.053   MT  0.99993469   +0 40 18.7
 EA0990;SPC NC       -   315,393.40  2,350,254.66   sFT  0.99993469   +0 40 18.7
 EA0990;UTM  18      - 3,833,556.854   239,960.753   MT  1.00043355   -1 36 42.2
 EA0990
 EA0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0990!SPC NC       -   1.00000485  x   0.99993469  =   0.99993954
 EA0990!UTM  18      -   1.00000485  x   1.00043355  =   1.00043840
 EA0990
 EA0990:                Primary Azimuth Mark                     Grid Az
 EA0990:SPC NC       -  WEIGHT                                   055 17 35.6
 EA0990:UTM  18      -  WEIGHT                                   057 34 36.5
 EA0990
 EA0990|---------------------------------------------------------------------|
 EA0990| PID    Reference Object                     Distance      Geod. Az  |
 EA0990|                                                           dddmmss.s |
 EA0990| EA0967 WEIGHT                              460.675 METERS 0555754.3 |
 EA0990|---------------------------------------------------------------------|
 EA0990
 EA0990                          SUPERSEDED SURVEY CONTROL
 EA0990
 EA0990  NAD 83(1986)-  34 36 39.41045(N)    077 50 09.32636(W) AD(       ) 2
 EA0990  NAD 27      -  34 36 38.81045(N)    077 50 10.37962(W) AD(       ) 2
 EA0990  NGVD 29 (??/??/92)    6.032  (m)           19.79   (f) ADJ UNCH    2 2
 EA0990
 EA0990.Superseded values are not recommended for survey control.
 EA0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0990.See file dsdata.txt to determine how the superseded data were derived.
 EA0990
 EA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3996133557(NAD 83)
 EA0990_MARKER: DD = SURVEY DISK
 EA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0990_STAMPING: BROWN 1974
 EA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0990+STABILITY: SURFACE MOTION
 EA0990
 EA0990  HISTORY     - Date     Condition        Report By
 EA0990  HISTORY     - 1974     MONUMENTED       NCGS
 EA0990  HISTORY     - 1975     GOOD             NCGS
 EA0990
 EA0990                          STATION DESCRIPTION
 EA0990
 EA0990'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0990'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0990'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0990'
 EA0990'BROWN IS LOCATED APPROXIMATELY 6.5 MILES NORTHEAST OF BURGAW.  TO
 EA0990'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53 AT
 EA0990'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.55
 EA0990'MILES TO STATION ON LEFT IN YARD OF BROWNS RESIDENCE, 0.25 MILE
 EA0990'SOUTHWEST OF INTERSECTION WITH SR 1318, AND 2.65 MILES NORTHEAST
 EA0990'OF BRIDGE OVER CAPE FEAR RIVER.
 EA0990'
 EA0990'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0990'BROWN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0990'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0990'
 EA0990'MARK IS 50.0 FT NW OF C/L OF NC 53
 EA0990'
 EA0990'23.3 FT SE OF HOUSE POWER POLE WITH ALUMINUM REF. TAG
 EA0990'
 EA0990'46.7 FT S OF SW CORNER OF HOUSE
 EA0990'
 EA0990'104.2 FT SW OF PP WITH ALUMINUM REF. TAG
 EA0990'
 EA0990'95.8 FT W OF 20 INCH PINE WITH ALUMINUM REF. TAG
 EA0990'
 EA0990'85.2 FT NW OF 18 INCH PINE WITH ALUMINUM REF. TAG
 EA0990
 EA0990                          STATION RECOVERY (1975)
 EA0990
 EA0990'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0990'6.5 MI NE FROM BURGAW.
 EA0990'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53 AT
 EA0990'NORTHEAST EDGE OF BURGAW, PROCEED NORTHEAST ALONG NC 53 FOR 6.55 MILES
 EA0990'TO STATION ON LEFT IN YARD OF BROWNS RESIDENCE, 0.25 MILE SOUTHWEST OF
 EA0990'INTERSECTION WITH SR 1318, AND 2.65 MILES NORTHEAST OF BRIDGE OVER
 EA0990'CAPE FEAR RIVER.  50.0 FT. NW OF C/L OF NC 53, 23.3 FT. SE OF HOUSE
 EA0990'POWER POLE WITH ALUMINUM REF. TAG, 46.7 FT. S OF SOUTHWEST CORNER OF
 EA0990'HOUSE, 104.2 FT. SW OF PP WITH ALUMINUM REF. TAG, 95.8 FT. W OF 20
 EA0990'INCH PINE WITH ALUMINUM REF. TAG AND 85.2 FT. NW OF 18 INCH PINE WITH
 EA0990'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE
 EA0990'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0806 ***********************************************************************
 EB0806  DESIGNATION -  BROWN
 EB0806  PID         -  EB0806
 EB0806  STATE/COUNTY-  NC/BLADEN
 EB0806  USGS QUAD   -  ELIZABETHTOWN SOUTH (1987)
 EB0806
 EB0806                         *CURRENT SURVEY CONTROL
 EB0806  ___________________________________________________________________
 EB0806* NAD 83(2001)-  34 36 50.35326(N)    078 35 04.04945(W)     ADJUSTED  
 EB0806* NAVD 88     -        16.683  (meters)      54.73   (feet)  ADJUSTED  
 EB0806  ___________________________________________________________________
 EB0806  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EB0806  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 EB0806  DYNAMIC HT  -          16.667 (meters)      54.68  (feet)  COMP
 EB0806  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EB0806
 EB0806  HORZ ORDER  -  SECOND
 EB0806  VERT ORDER  -  SECOND    CLASS II
 EB0806
 EB0806.The horizontal coordinates were established by classical geodetic methods
 EB0806.and adjusted by the National Geodetic Survey in August 2005.
 EB0806
 EB0806.The orthometric height was determined by differential leveling
 EB0806.and adjusted in June 1991.
 EB0806
 EB0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0806
 EB0806.The geoid height was determined by GEOID03.
 EB0806
 EB0806.The dynamic height is computed by dividing the NAVD 88
 EB0806.geopotential number by the normal gravity value computed on the
 EB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0806.degrees latitude (g = 980.6199 gals.).
 EB0806
 EB0806.The modeled gravity was interpolated from observed gravity values.
 EB0806
 EB0806;                    North         East     Units Scale Factor Converg.
 EB0806;SPC NC       -    95,923.352   647,709.931   MT  0.99993410   +0 14 23.4
 EB0806;SPC NC       -   314,708.53  2,125,028.33   sFT  0.99993410   +0 14 23.4
 EB0806;UTM  17      - 3,832,889.970   721,475.772   MT  1.00020463   +1 22 21.7
 EB0806
 EB0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0806!SPC NC       -   1.00000285  x   0.99993410  =   0.99993695
 EB0806!UTM  17      -   1.00000285  x   1.00020463  =   1.00020748
 EB0806
 EB0806:                Primary Azimuth Mark                     Grid Az
 EB0806:SPC NC       -  TRAILER                                  153 03 14.2
 EB0806:UTM  17      -  TRAILER                                  151 55 15.9
 EB0806
 EB0806|---------------------------------------------------------------------|
 EB0806| PID    Reference Object                     Distance      Geod. Az  |
 EB0806|                                                           dddmmss.s |
 EB0806| EB0808 TRAILER                             APPROX. 0.7 KM 1531737.6 |
 EB0806|---------------------------------------------------------------------|
 EB0806
 EB0806                          SUPERSEDED SURVEY CONTROL
 EB0806
 EB0806  NAD 83(1986)-  34 36 50.36197(N)    078 35 04.06011(W) AD(       ) 2
 EB0806  NAD 27      -  34 36 49.74694(N)    078 35 05.01650(W) AD(       ) 2
 EB0806  NGVD 29 (??/??/92)   16.978  (m)           55.70   (f) ADJ UNCH    2 2
 EB0806
 EB0806.Superseded values are not recommended for survey control.
 EB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0806.See file dsdata.txt to determine how the superseded data were derived.
 EB0806
 EB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2147632890(NAD 83)
 EB0806_MARKER: DE = TRAVERSE STATION DISK
 EB0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0806_STAMPING: BROWN 1973
 EB0806_MARK LOGO: NCGS  
 EB0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0806+STABILITY: SURFACE MOTION
 EB0806
 EB0806  HISTORY     - Date     Condition        Report By
 EB0806  HISTORY     - 1973     MONUMENTED       NCGS
 EB0806  HISTORY     - 1974     GOOD             NCGS
 EB0806  HISTORY     - 1974     GOOD             NCGS
 EB0806
 EB0806                          STATION DESCRIPTION
 EB0806
 EB0806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0806'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0806'VICINITY OF ELIZABETHTOWN, NORTH CAROLINA.
 EB0806'
 EB0806'BROWN IS LOCATED APPROXIMATELY 1.6 MILE SE OF ELIZABETHTOWN, AND
 EB0806'7.4 MILES NW OF LISBON.  TO REACH STATION FROM POST OFFICE IN
 EB0806'ELIZABETHTOWN.  PROCEED SE ON NC 87 FOR 1.5 MILE TO A LOW AREA IN
 EB0806'NC 87 AT BROWN CREEK AND STATION ON LEFT SHOULDER.  0.15 MILE SE
 EB0806'OF INTERSECTION WITH SR 1703 (LEADS TO U. S. LOCK AND DAM NO. 2 ON
 EB0806'CAPE FEAR RIVER).
 EB0806'
 EB0806'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN
 EB0806'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB0806'INCHES BELOW THE SURFACE OF THE GROUND.
 EB0806'
 EB0806'MARK IS
 EB0806'
 EB0806'21.6 FEET NE OF C/L OF NC 87.
 EB0806'39.3 FEET SW OF 28 INCH BIRCH TREE W/ALUMINUM REF. TAG.
 EB0806'60.0 FEET NNE OF THE TOP OF METAL WATER BASIN.
 EB0806'190.5 FEET NW OF A 4X4 (SPEED LIMIT) SIGN POST W/ALUMINUM REF.
 EB0806'TAG.  73.7 FEET NW OF THE (NE) END OF HEADWALL OF CULVERT UNDER NC
 EB0806'87.
 EB0806
 EB0806                          STATION RECOVERY (1974)
 EB0806
 EB0806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0806'1.6 MI SE FROM ELIZABETHTOWN.
 EB0806'TO REACH STATION FROM POST OFFICE IN ELIZABETHTOWN, PROCEED SE
 EB0806'ALONG NC 87 FOR 1.5 MILES TO A LOW AREA IN NC 87 AT BROWN CREEK
 EB0806'AND STATION ON LEFT IN NE SHOULDER, 0.15 MILE SE OF INTERSECTION
 EB0806'WITH SR 1703 (LEADS TO U.S. LOCK AND DAM NO. 2 ON CAPE FEAR RIVER),
 EB0806'21.6 FT NE OF C/L OF NC 87, 39.3 FT SW OF 28 IN BIRCH TREE WITH
 EB0806'ALUMINUM REF. TAG, 60.0 FT NNE OF THE TOP OF METAL WATER BASIN,
 EB0806'190.5 FT NW OF A 4 X 4 SPEED LIMIT SIGN POST WITH ALUMINUM REF. TAG,
 EB0806'73.7 FT NW OF THE NE END OF HEADWALL OF CULVERT UNDER NC 87.  DISK
 EB0806'IS SET IN TOP OF CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE
 EB0806'OF THE GROUND.
 EB0806
 EB0806                          STATION RECOVERY (1974)
 EB0806
 EB0806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0980 ***********************************************************************
 EA0980  DESIGNATION -  BROWN
 EA0980  PID         -  EA0980
 EA0980  STATE/COUNTY-  NC/DUPLIN
 EA0980  USGS QUAD   -  CHINQUAPIN (1981)
 EA0980
 EA0980                         *CURRENT SURVEY CONTROL
 EA0980  ___________________________________________________________________
 EA0980* NAD 83(2001)-  34 49 47.27614(N)    077 48 32.62809(W)     ADJUSTED  
 EA0980* NAVD 88     -        12.850  (meters)      42.16   (feet)  ADJUSTED  
 EA0980  ___________________________________________________________________
 EA0980  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EA0980  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 EA0980  DYNAMIC HT  -          12.837 (meters)      42.12  (feet)  COMP
 EA0980  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 EA0980
 EA0980  HORZ ORDER  -  SECOND
 EA0980  VERT ORDER  -  SECOND    CLASS II
 EA0980
 EA0980.The horizontal coordinates were established by classical geodetic methods
 EA0980.and adjusted by the National Geodetic Survey in August 2005.
 EA0980
 EA0980.The orthometric height was determined by differential leveling
 EA0980.and adjusted in June 1991.
 EA0980
 EA0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0980
 EA0980.The geoid height was determined by GEOID03.
 EA0980
 EA0980.The dynamic height is computed by dividing the NAVD 88
 EA0980.geopotential number by the normal gravity value computed on the
 EA0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0980.degrees latitude (g = 980.6199 gals.).
 EA0980
 EA0980.The modeled gravity was interpolated from observed gravity values.
 EA0980
 EA0980;                    North         East     Units Scale Factor Converg.
 EA0980;SPC NC       -   120,436.189   718,530.726   MT  0.99989954   +0 41 14.5
 EA0980;SPC NC       -   395,131.06  2,357,379.56   sFT  0.99989954   +0 41 14.5
 EA0980;UTM  18      - 3,857,767.146   243,102.619   MT  1.00041349   -1 36 18.9
 EA0980
 EA0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0980!SPC NC       -   1.00000370  x   0.99989954  =   0.99990324
 EA0980!UTM  18      -   1.00000370  x   1.00041349  =   1.00041719
 EA0980
 EA0980:                Primary Azimuth Mark                     Grid Az
 EA0980:SPC NC       -  JUNCTION                                 058 01 54.9
 EA0980:UTM  18      -  JUNCTION                                 060 19 28.3
 EA0980
 EA0980|---------------------------------------------------------------------|
 EA0980| PID    Reference Object                     Distance      Geod. Az  |
 EA0980|                                                           dddmmss.s |
 EA0980| EA1027 JUNCTION                            APPROX. 1.0 KM 0584309.4 |
 EA0980| EA0997 CHINAUAPIN                          322.945 METERS 26842     |
 EA0980|---------------------------------------------------------------------|
 EA0980
 EA0980                          SUPERSEDED SURVEY CONTROL
 EA0980
 EA0980  NAD 83(1986)-  34 49 47.28602(N)    077 48 32.63900(W) AD(       ) 2
 EA0980  NAD 27      -  34 49 46.68712(N)    077 48 33.72097(W) AD(       ) 2
 EA0980  NGVD 29 (??/??/92)   13.145  (m)           43.13   (f) ADJ UNCH    2 2
 EA0980
 EA0980.Superseded values are not recommended for survey control.
 EA0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0980.See file dsdata.txt to determine how the superseded data were derived.
 EA0980
 EA0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4310357767(NAD 83)
 EA0980_MARKER: DD = SURVEY DISK
 EA0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0980_STAMPING: BROWN 1974
 EA0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0980+STABILITY: SURFACE MOTION
 EA0980
 EA0980  HISTORY     - Date     Condition        Report By
 EA0980  HISTORY     - 1974     MONUMENTED       NCGS
 EA0980  HISTORY     - 1975     GOOD             NCGS
 EA0980  HISTORY     - 1976     GOOD             NCGS
 EA0980
 EA0980                          STATION DESCRIPTION
 EA0980
 EA0980'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0980'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0980'THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0980'
 EA0980'BROWN IS LOCATED IN CHINQUAPIN.  TO REACH STATION FROM
 EA0980'INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN, PROCEED NORTHEAST
 EA0980'ALONG NC 41 FOR 0.2 MILE TO STATION ON RIGHT NEAR BROWNS MAILBOX,
 EA0980'IN THE YARD AREA OF A HOUSE WITH A GROUP OF FLAT TOP PINES, AND
 EA0980'ACROSS HIGHWAY FROM THE WEST END OF A LOW BRICK WALL.
 EA0980'
 EA0980'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0980'BROWN 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0980'IS FLUSH WITH THE GROUND.
 EA0980'
 EA0980'MARK IS 30.7 FT S OF C/L OF NC 41
 EA0980'
 EA0980'29.4 FT W OF C/L OF DRIVE
 EA0980'
 EA0980'22.9 FT W OF 16 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0980'
 EA0980'40.9 FT E OF PP WITH ALUMINUM REF. TAG
 EA0980'
 EA0980'70.7 FT N OF 23 IN PINE TREE WITH ALUMINUM REF. TAG
 EA0980'
 EA0980'79.6 FT E OF TP PEDESTAL
 EA0980
 EA0980                          STATION RECOVERY (1975)
 EA0980
 EA0980'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0980'IN CHINQUAPIN.
 EA0980'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0980'PROCEED NORTHEAST ALONG NC 41 FOR 0.2 MILE TO STATION ON RIGHT NEAR
 EA0980'BROWNS MAILBOX, IN THE YARD AREA OF A HOUSE WITH A GROUP OF FLAT TOP
 EA0980'PINES, AND ACROSS HIGHWAY FROM THE WEST END OF A LOW BRICK WALL. 30.7
 EA0980'FT. SOUTH OF C/L OF NC 41, 29.4 FT. WEST OF C/L OF DRIVE, 22.9 FT.
 EA0980'WEST OF 16 IN. PINE TREE WITH ALUMINUM REF. TAG, 40.9 FT. EAST OF PP
 EA0980'WITH ALUMINUM REF. TAG, 70.7 FT. NORTH OF 23 IN. PINE TREE WITH
 EA0980'ALUMINUM REF. TAG, AND 79.6 FT. EAST OF TP PEDESTAL.  DISK IS SET IN
 EA0980'TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE
 EA0980'OF THE GROUND.
 EA0980
 EA0980                          STATION RECOVERY (1976)
 EA0980
 EA0980'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA0980'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2291 ***********************************************************************
 FY2291  DESIGNATION -  BROWN
 FY2291  PID         -  FY2291
 FY2291  STATE/COUNTY-  NC/CASWELL
 FY2291  USGS QUAD   -  CHERRY GROVE (1972)
 FY2291
 FY2291                         *CURRENT SURVEY CONTROL
 FY2291  ___________________________________________________________________
 FY2291* NAD 83(2001)-  36 22 23.78776(N)    079 25 54.10377(W)     ADJUSTED  
 FY2291* NAVD 88     -       208.839  (meters)     685.17   (feet)  ADJUSTED  
 FY2291  ___________________________________________________________________
 FY2291  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 FY2291  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FY2291  DYNAMIC HT  -         208.668 (meters)     684.60  (feet)  COMP
 FY2291  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 FY2291
 FY2291  HORZ ORDER  -  SECOND
 FY2291  VERT ORDER  -  FIRST     CLASS II
 FY2291
 FY2291.The horizontal coordinates were established by classical geodetic methods
 FY2291.and adjusted by the National Geodetic Survey in August 2005.
 FY2291
 FY2291.The orthometric height was determined by differential leveling
 FY2291.and adjusted in June 1991.
 FY2291
 FY2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2291
 FY2291.The geoid height was determined by GEOID03.
 FY2291
 FY2291.The dynamic height is computed by dividing the NAVD 88
 FY2291.geopotential number by the normal gravity value computed on the
 FY2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2291.degrees latitude (g = 980.6199 gals.).
 FY2291
 FY2291.The modeled gravity was interpolated from observed gravity values.
 FY2291
 FY2291;                    North         East     Units Scale Factor Converg.
 FY2291;SPC NC       -   291,104.703   570,859.851   MT  1.00006422   -0 14 57.0
 FY2291;SPC NC       -   955,066.01  1,872,896.03   sFT  1.00006422   -0 14 57.0
 FY2291;UTM  17      - 4,026,493.343   640,683.706   MT  0.99984385   +0 55 48.8
 FY2291
 FY2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2291!SPC NC       -   0.99997214  x   1.00006422  =   1.00003636
 FY2291!UTM  17      -   0.99997214  x   0.99984385  =   0.99981599
 FY2291
 FY2291|---------------------------------------------------------------------|
 FY2291| PID    Reference Object                     Distance      Geod. Az  |
 FY2291|                                                           dddmmss.s |
 FY2291| FY2294 BEDFORD                              27.977 METERS 04757     |
 FY2291| FY3396 YANCEYVILLE GREEN WATER TANK        APPROX. 9.1 KM 0650320.1 |
 FY2291| FY2292 BROWN RM 1                           17.800 METERS 14256     |
 FY2291| FY2293 BROWN RM 2                           31.730 METERS 25031     |
 FY2291| FY3400 BETHESDA PRESB CHURCH SPIRE         APPROX. 4.0 KM 2765308.5 |
 FY2291|---------------------------------------------------------------------|
 FY2291
 FY2291                          SUPERSEDED SURVEY CONTROL
 FY2291
 FY2291  NAD 83(1993)-  36 22 23.78899(N)    079 25 54.10683(W) AD(       ) 2
 FY2291  NAD 83(1986)-  36 22 23.79213(N)    079 25 54.11293(W) AD(       ) 2
 FY2291  NAD 27      -  36 22 23.29381(N)    079 25 55.02945(W) AD(       ) 2
 FY2291  NGVD 29 (03/05/92)  209.066  (m)          685.91   (f) ADJUSTED    1 2
 FY2291
 FY2291.Superseded values are not recommended for survey control.
 FY2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2291.See file dsdata.txt to determine how the superseded data were derived.
 FY2291
 FY2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4068426493(NAD 83)
 FY2291_MARKER: DE = TRAVERSE STATION DISK
 FY2291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FY2291_SP_SET: COPPER-CLAD STEEL ROD
 FY2291_STAMPING: BROWN ET 1969
 FY2291_MARK LOGO: USGS  
 FY2291_PROJECTION: PROJECTING 3 CENTIMETERS
 FY2291_MAGNETIC: I = MARKER IS A STEEL ROD
 FY2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2291+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1996
 FY2291
 FY2291  HISTORY     - Date     Condition        Report By
 FY2291  HISTORY     - 1969     MONUMENTED       USGS
 FY2291  HISTORY     - 1982     GOOD             NCGS
 FY2291  HISTORY     - 19961001 GOOD             NCGS
 FY2291  HISTORY     - 20060308 GOOD             GEOCAC
 FY2291
 FY2291                          STATION DESCRIPTION
 FY2291
 FY2291'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LBN)
 FY2291'STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF YANCEYVILLE.
 FY2291'
 FY2291'TO REACH FROM THE COURTHOUSE IN YANCEYVILLE, GO 7.4 MILES WEST
 FY2291'ALONG U.S. HIGHWAY 158 TO THE JUNCTION OF STATE HIGHWAY 150 AND
 FY2291'HIGHWAY 158, IN YARD OF RESIDENCE OF J. N. BROWN.
 FY2291'
 FY2291'THE STATION MARK IS A STANDARD TABLET STAMPED BROWN ET 1969
 FY2291'CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE
 FY2291'GROUND AND SET FLUSH WITH THE SURFACE.  IT IS 100 FEET SOUTH OF
 FY2291'THE CENTERLINE OF U.S. HIGHWAY 158.  153 FEET SOUTHEAST OF
 FY2291'SOUTHWEST POINT OF GRASS TRIANGLE AT JUNCTION OF HIGHWAYS 158
 FY2291'AND 150.  103 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVE TO
 FY2291'THE HOUSE.
 FY2291'
 FY2291'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET
 FY2291'STAMPED BROWN ET 1969 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 FY2291'STEEL ROD DRIVEN INTO THE GROUND AND PROJECTING 0.1 FOOT.  IT IS
 FY2291'44 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY.  143 FEET
 FY2291'SOUTH OF THE CENTERLINE OF HIGHWAY 158.  1.5 FEET NORTHWEST OF
 FY2291'A 24-INCH CEDAR TREE.
 FY2291'
 FY2291'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET
 FY2291'STAMPED BROWN ET 1969 RM 2 CRIMPED TO THE TOP OF A COPPER-COATED
 FY2291'STEEL ROD DRIVEN INTO THE GROUND AND PROJECTING 0.2 FOOT.  IT
 FY2291'IS 162 FEET SOUTH OF HIGHWAY 158.  85 FEET SOUTHEAST OF THE
 FY2291'CENTERLINE OF HIGHWAY 150.  1 FOOT NORTHEAST OF A 24-INCH OAK
 FY2291'TREE.
 FY2291'
 FY2291'NO AZIMUTH MARK WAS SET SINCE THE YANCEYVILLE GREEN WATER TANK
 FY2291'AND THE BETHESDA PRESBYTERIAN CHURCH SPIRE ARE BOTH VISIBLE
 FY2291'FROM THE GROUND.
 FY2291'
 FY2291'HEIGHT OF LIGHT ABOVE STATION MARK 54 FEET.
 FY2291
 FY2291                          STATION RECOVERY (1982)
 FY2291
 FY2291'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2291'5.5 MI SW FROM YANCEYVILLE.
 FY2291'ALONG US 158, AT THE INTERSECTION WITH NC 150 IN THE SOUTHEAST
 FY2291'QUADRANT, IN YARD OF J.N. BROWN RESIDENCE, 100.0 FEET SOUTH OF
 FY2291'CENTERLINE OF US 158, 150.0 FEET SOUTHEAST OF CENTERLINE INTERSECTION
 FY2291'OF HIGHWAYS, 103.0 FEET NORTHWEST OF CENTERLINE OF DRIVEWAY, 91.8
 FY2291'FEET SOUTHWEST OF NCGS TRAVERSE STATION BEDFORD, 58.4 FEET EAST
 FY2291'SOUTHEAST OF BROWN ET RM 1, AND 104.1 FEET WEST-SOUTHWEST OF
 FY2291'BROWN ET RM 2.
 FY2291'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2291
 FY2291                          STATION RECOVERY (1996)
 FY2291
 FY2291'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FY2291'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 19.8 FT
 FY2291'(6.0 M) NORTHEAST OF A 24-INCH CEDAR TREE, 35.2 FT (10.7 M) WEST OF
 FY2291'24-INCH CEDAR TREE--BOTH WITH REFERENCE TAGS.
 FY2291
 FY2291                          STATION RECOVERY (2006)
 FY2291
 FY2291'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2291'STATION DISK IS SLIGHTLY LOOSE IN MOUNTING, BUT STILL USABLE.
 FY2291'REFERENCE MARK 1 RECOVERED AS DESCRIBED. AZIMUTH MARK (CHURCH SPIRE)
 FY2291'OKAY.
 FY2291' 
 FY2291' 
 FY2291' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1080 ***********************************************************************
 EY1080  DESIGNATION -  BROWN
 EY1080  PID         -  EY1080
 EY1080  STATE/COUNTY-  NC/GREENE
 EY1080  USGS QUAD   -  SNOW HILL (1982)
 EY1080
 EY1080                         *CURRENT SURVEY CONTROL
 EY1080  ___________________________________________________________________
 EY1080* NAD 83(1986)-  35 23 00.     (N)    077 40 06.     (W)     SCALED    
 EY1080* NAVD 88     -        35.615  (meters)     116.85   (feet)  ADJUSTED  
 EY1080  ___________________________________________________________________
 EY1080  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY1080  DYNAMIC HT  -          35.584 (meters)     116.75  (feet)  COMP
 EY1080  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 EY1080
 EY1080  VERT ORDER  -  SECOND    CLASS I
 EY1080
 EY1080.The horizontal coordinates were scaled from a topographic map and have
 EY1080.an estimated accuracy of +/- 6 seconds.
 EY1080
 EY1080.The orthometric height was determined by differential leveling
 EY1080.and adjusted in June 1991.
 EY1080
 EY1080.The geoid height was determined by GEOID03.
 EY1080
 EY1080.The dynamic height is computed by dividing the NAVD 88
 EY1080.geopotential number by the normal gravity value computed on the
 EY1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1080.degrees latitude (g = 980.6199 gals.).
 EY1080
 EY1080.The modeled gravity was interpolated from observed gravity values.
 EY1080
 EY1080;                    North         East    Units  Estimated Accuracy
 EY1080;SPC NC       -   182,000.      730,580.      MT  (+/- 180 meters Scaled)
 EY1080
 EY1080                          SUPERSEDED SURVEY CONTROL
 EY1080
 EY1080  NGVD 29 (??/??/92)   35.954  (m)          117.96   (f) ADJ UNCH    2 1
 EY1080
 EY1080.Superseded values are not recommended for survey control.
 EY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1080.See file dsdata.txt to determine how the superseded data were derived.
 EY1080
 EY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE576188(NAD 83)
 EY1080_MARKER: DE = TRAVERSE STATION DISK
 EY1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1080_STAMPING: BROWN 1976
 EY1080_MARK LOGO: NCGS  
 EY1080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1080+STABILITY: SURFACE MOTION
 EY1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1080+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1992
 EY1080
 EY1080  HISTORY     - Date     Condition        Report By
 EY1080  HISTORY     - 1976     MONUMENTED       NCGS
 EY1080  HISTORY     - 1990     GOOD             USPSQD
 EY1080  HISTORY     - 19920427 GOOD             NCGS
 EY1080  HISTORY     - 19980326 GOOD             USPSQD
 EY1080
 EY1080                          STATION DESCRIPTION
 EY1080
 EY1080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1080'0.4 MI N FROM BROWNTOWN.
 EY1080'STATION IS LOCATED APPROXIMATELY 4.8 MILES SOUTH OF SNOW HILL.  TO
 EY1080'REACH STATION FROM THE INTERSECTION OF US 258 WITH NC 58 SOUTHEAST OF
 EY1080'SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 4.05 MILES TO STATION ON
 EY1080'RIGHT AT A POWER POLE NEAR Y INTERSECTION WITH AN OLD PAVED ROAD
 EY1080'(FORMERLY US 258).  0.45 MILE SOUTH OF INTERSECTION WITH SR 1103 AND
 EY1080'0.25 MILE NORTH OF T INTERSECTION WITH SR 1117 (W).  41.7 FT. W OF
 EY1080'CENTERLINE OF US 258, 6.5 FT. E OF PP WITH ALUMINUM REF. TAG, 63.0 FT.
 EY1080'W OF HIGHWAY PASS WITH CARE SIGN POST WITH ALUMINUM REF. TAG, 160.0
 EY1080'FT. N OF CENTERLINE OF INTERSECTION OF PAVED SIDE ROAD AND US 258 AND
 EY1080'184.8 FT. NE OF TELEPHONE PEDESTAL NO. S258R11W.  DISK IS SET IN TOP
 EY1080'OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1080
 EY1080                          STATION RECOVERY (1990)
 EY1080
 EY1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (PS)
 EY1080'RECOVERED IN GOOD CONDITION.
 EY1080
 EY1080                          STATION RECOVERY (1992)
 EY1080
 EY1080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EY1080'RECOVERED WITH THE FOLLOWING CORRECTIONS. LOCATED 184.8 FT (56.3 M)
 EY1080'NORTHEAST OF A TELEPHONE PEDESTAL (258R118W)--AND 6.9 FT (2.1 M) EAST
 EY1080'OF A POWER POLE WITH GUY WIRE, 61.5 FT (18.7 M) WEST OF A (PASS WITH
 EY1080'CARE) HIGHWAY SIGN POST--BOTH WITH REFERENCE TAGS.
 EY1080
 EY1080                          STATION RECOVERY (1998)
 EY1080
 EY1080'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1893 ***********************************************************************
 EY1893  DESIGNATION -  BROWN
 EY1893  PID         -  EY1893
 EY1893  STATE/COUNTY-  NC/PITT
 EY1893  USGS QUAD   -  GREENVILLE NE (1981)
 EY1893
 EY1893                         *CURRENT SURVEY CONTROL
 EY1893  ___________________________________________________________________
 EY1893* NAD 83(2001)-  35 43 56.02543(N)    077 21 26.90287(W)     ADJUSTED  
 EY1893* NAVD 88     -        19.181  (meters)      62.93   (feet)  ADJUSTED  
 EY1893  ___________________________________________________________________
 EY1893  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 EY1893  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 EY1893  DYNAMIC HT  -          19.164 (meters)      62.87  (feet)  COMP
 EY1893  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 EY1893
 EY1893  HORZ ORDER  -  SECOND
 EY1893  VERT ORDER  -  SECOND    CLASS II
 EY1893
 EY1893.The horizontal coordinates were established by classical geodetic methods
 EY1893.and adjusted by the National Geodetic Survey in August 2005.
 EY1893
 EY1893.The orthometric height was determined by differential leveling
 EY1893.and adjusted in June 1991.
 EY1893
 EY1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1893
 EY1893.The geoid height was determined by GEOID03.
 EY1893
 EY1893.The dynamic height is computed by dividing the NAVD 88
 EY1893.geopotential number by the normal gravity value computed on the
 EY1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1893.degrees latitude (g = 980.6199 gals.).
 EY1893
 EY1893.The modeled gravity was interpolated from observed gravity values.
 EY1893
 EY1893;                    North         East     Units Scale Factor Converg.
 EY1893;SPC NC       -   221,121.050   758,176.036   MT  0.99990766   +0 56 52.9
 EY1893;SPC NC       -   725,461.31  2,487,449.21   sFT  0.99990766   +0 56 52.9
 EY1893;UTM  18      - 3,956,811.870   286,791.320   MT  1.00016019   -1 22 38.2
 EY1893
 EY1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1893!SPC NC       -   1.00000259  x   0.99990766  =   0.99991025
 EY1893!UTM  18      -   1.00000259  x   1.00016019  =   1.00016278
 EY1893
 EY1893:                Primary Azimuth Mark                     Grid Az
 EY1893:SPC NC       -  MARTIN                                   194 47 07.7
 EY1893:UTM  18      -  MARTIN                                   197 06 38.8
 EY1893
 EY1893|---------------------------------------------------------------------|
 EY1893| PID    Reference Object                     Distance      Geod. Az  |
 EY1893|                                                           dddmmss.s |
 EY1893| EY1892 MARTIN                              APPROX. 1.7 KM 1954400.6 |
 EY1893| EY1894 MOORE RM 1 AZIMUTH                  182.656 METERS 34914     |
 EY1893|---------------------------------------------------------------------|
 EY1893
 EY1893                          SUPERSEDED SURVEY CONTROL
 EY1893
 EY1893  NAD 83(1986)-  35 43 56.03527(N)    077 21 26.91304(W) AD(       ) 2
 EY1893  NAD 27      -  35 43 55.46317(N)    077 21 28.03590(W) AD(       ) 2
 EY1893  NGVD 29 (10/26/90)   19.54   (m)           64.1    (f) LEVELING    3  
 EY1893
 EY1893.Superseded values are not recommended for survey control.
 EY1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1893.See file dsdata.txt to determine how the superseded data were derived.
 EY1893
 EY1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8679156812(NAD 83)
 EY1893_MARKER: DE = TRAVERSE STATION DISK
 EY1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1893_SP_SET: CONCRETE POST
 EY1893_STAMPING: BROWN 1966
 EY1893_MARK LOGO: NCGS  
 EY1893_PROJECTION: RECESSED 8 CENTIMETERS
 EY1893_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1893+STABILITY: SURFACE MOTION
 EY1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1893+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 EY1893
 EY1893  HISTORY     - Date     Condition        Report By
 EY1893  HISTORY     - 1966     MONUMENTED       NCGS
 EY1893  HISTORY     - 19780808 MARK NOT FOUND   USGS
 EY1893  HISTORY     - 1979     GOOD             NCGS
 EY1893  HISTORY     - 1980     GOOD             NCGS
 EY1893  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY1893  HISTORY     - 20010531 SEE DESCRIPTION  NCGS
 EY1893
 EY1893                          STATION DESCRIPTION
 EY1893
 EY1893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY1893'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1893'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY1893'
 EY1893'BROWN IS LOCATED APPROXIMATELY 8.7 MILES NORTH OF GREENVILLE,
 EY1893'N.C. AND 5.2 MILES SOUTH OF BETHEL, N. C.  TO REACH STATION PROCEED
 EY1893'FROM THE INTERSECTION OF U.S. 13 - NC 11 AND NC 903 NORTH ON
 EY1893'U.S. 13 - NC 11 FOR 4.6 MILES.  THE STATION IS LOCATED ON THE EAST
 EY1893'SHOULDER OF U.S. 13-NC 11.  NORTHEAST OF A TWO STORY FRAME
 EY1893'HOUSE.  0.75 MILE NORTH OF INTERSECTION OF SR 1522 AND 0.45
 EY1893'MILES SOUTH OF INTERSECTION OF SR 1515.
 EY1893'
 EY1893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1893'BROWN 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1893'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1893'
 EY1893'MARK IS
 EY1893'
 EY1893'12.85 FT E OF C/L OF U.S. 13 - NC 11
 EY1893'
 EY1893'38.45 FT S OF C/L OF SOIL FARM ROAD
 EY1893'
 EY1893'40.80 FT W OF TP 72 WITH ALUMINUM REF. TAG
 EY1893'
 EY1893'48.25 FT NW OF THE EYE IN THE ANCHOR CABLE OF TP 72
 EY1893'
 EY1893'96.15 FT NNE OF PP BG-9 WITH ALUMINUM REF. TAG
 EY1893
 EY1893                          STATION RECOVERY (1978)
 EY1893
 EY1893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (DGL)
 EY1893'MARK NOT FOUND.
 EY1893
 EY1893                          STATION RECOVERY (1979)
 EY1893
 EY1893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JWC)
 EY1893'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EY1893'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS 33.5 FEET SOUTH OF
 EY1893'THE CENTERLINE OF A SOIL FARM ROAD (OVER A CULVERT), 37.2 FEET WEST OF
 EY1893'TELEPHONE PEDESTAL POST WITH ALUMINUM TAG, 98.0 FEET NORTH-NORTHEAST
 EY1893'OF POWER POLE LB 17 WITH ALUMINUM TAG, AND 228.3 FEET NORTH-NORTHEAST
 EY1893'OF THE INTERSECTION OF THE CENTERLINES OF HIGHWAY AND DRIVEWAY TO
 EY1893'HOUSE.
 EY1893
 EY1893                          STATION RECOVERY (1980)
 EY1893
 EY1893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1893'5.2 MI SOUTH FROM BETHEL.
 EY1893'4.5 MILES NORTH ALONG U.S. 13 - N.C. 11 FROM THE INTERSECTION WITH
 EY1893'N.C. 903 NORTH OF GREENVILLE, AND 0.45 MILE SOUTH OF INTERSECTION
 EY1893'WITH SR 1515, IN EAST SHOULDER OF HIGHWAY NEAR SOUTH END OF A CURB,
 EY1893'12.5 FEET EAST OF THE CENTERLINE OF HIGHWAY, 33.5 FEET SOUTH OF THE
 EY1893'CENTERLINE OF SOIL FARM ROAD (OVER CULVERT), 37.2 FEET WEST OF
 EY1893'TELEPHONE PEDESTAL POST WITH REFERENCE TAG, 98.0 FEET NORTH-NORTHEAST
 EY1893'OF POWER POLE -LB17 WITH REFERENCE TAG AND 228.3 FEET NORTH-NORTHEAST
 EY1893'OF INTERSECTION OF HIGHWAY AND DRIVE TO TWO STORY HOUSE.
 EY1893'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1893
 EY1893                          STATION RECOVERY (1988)
 EY1893
 EY1893'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY1893'MARK NOT FOUND.
 EY1893
 EY1893                          STATION RECOVERY (2001)
 EY1893
 EY1893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1893'NOT FOUND, BELIEVED TO HAVE BEEN DESTROYED BY NEW 4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1083 ***********************************************************************
 EZ1083  DESIGNATION -  BROWN
 EZ1083  PID         -  EZ1083
 EZ1083  STATE/COUNTY-  NC/CHATHAM
 EZ1083  USGS QUAD   -  COLERIDGE (1968)
 EZ1083
 EZ1083                         *CURRENT SURVEY CONTROL
 EZ1083  ___________________________________________________________________
 EZ1083* NAD 83(2001)-  35 44 26.41635(N)    079 32 19.88387(W)     ADJUSTED  
 EZ1083* NAVD 88     -       177.802  (meters)     583.34   (feet)  ADJUSTED  
 EZ1083  ___________________________________________________________________
 EZ1083  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 EZ1083  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EZ1083  DYNAMIC HT  -         177.652 (meters)     582.85  (feet)  COMP
 EZ1083  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 EZ1083
 EZ1083  HORZ ORDER  -  SECOND
 EZ1083  VERT ORDER  -  SECOND    CLASS 0
 EZ1083
 EZ1083.The horizontal coordinates were established by classical geodetic methods
 EZ1083.and adjusted by the National Geodetic Survey in August 2005.
 EZ1083
 EZ1083.The orthometric height was determined by differential leveling
 EZ1083.and adjusted in June 1991.
 EZ1083
 EZ1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1083
 EZ1083.The geoid height was determined by GEOID03.
 EZ1083
 EZ1083.The dynamic height is computed by dividing the NAVD 88
 EZ1083.geopotential number by the normal gravity value computed on the
 EZ1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1083.degrees latitude (g = 980.6199 gals.).
 EZ1083
 EZ1083.The modeled gravity was interpolated from observed gravity values.
 EZ1083
 EZ1083;                    North         East     Units Scale Factor Converg.
 EZ1083;SPC NC       -   220,960.723   560,862.030   MT  0.99990891   -0 18 39.6
 EZ1083;SPC NC       -   724,935.31  1,840,094.84   sFT  0.99990891   -0 18 39.6
 EZ1083;UTM  17      - 3,956,169.906   632,123.763   MT  0.99981511   +0 51 13.0
 EZ1083
 EZ1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1083!SPC NC       -   0.99997686  x   0.99990891  =   0.99988577
 EZ1083!UTM  17      -   0.99997686  x   0.99981511  =   0.99979197
 EZ1083
 EZ1083:                Primary Azimuth Mark                     Grid Az
 EZ1083:SPC NC       -  COUNTY                                   290 30 21.8
 EZ1083:UTM  17      -  COUNTY                                   289 20 29.2
 EZ1083
 EZ1083|---------------------------------------------------------------------|
 EZ1083| PID    Reference Object                     Distance      Geod. Az  |
 EZ1083|                                                           dddmmss.s |
 EZ1083| EZ1081 COUNTY                              APPROX. 0.8 KM 2901142.2 |
 EZ1083|---------------------------------------------------------------------|
 EZ1083
 EZ1083                          SUPERSEDED SURVEY CONTROL
 EZ1083
 EZ1083  NAD 83(1986)-  35 44 26.42045(N)    079 32 19.89479(W) AD(       ) 2
 EZ1083  NAD 27      -  35 44 25.92543(N)    079 32 20.81301(W) AD(       ) 2
 EZ1083  NGVD 29 (??/??/92)  177.953  (m)          583.83   (f) ADJ UNCH    2 0
 EZ1083
 EZ1083.Superseded values are not recommended for survey control.
 EZ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1083.See file dsdata.txt to determine how the superseded data were derived.
 EZ1083
 EZ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3212456170(NAD 83)
 EZ1083_MARKER: DE = TRAVERSE STATION DISK
 EZ1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1083_STAMPING: BROWN 1971
 EZ1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1083+STABILITY: SURFACE MOTION
 EZ1083
 EZ1083  HISTORY     - Date     Condition        Report By
 EZ1083  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1083  HISTORY     - 1971     GOOD             NCGS
 EZ1083  HISTORY     - 1974     GOOD             NCGS
 EZ1083
 EZ1083                          STATION DESCRIPTION
 EZ1083
 EZ1083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 EZ1083'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1083'THE VICINITY OF SILER CITY, NORTH CAROLINA.
 EZ1083'
 EZ1083'BROWN IS LOCATED APPROXIMATELY 4.6 MILES WNW OF SILER CITY.  TO
 EZ1083'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND
 EZ1083'RANDOLPH-CHATHAM COUNTY LINE.  GO 0.4 MILE EAST ALONG U.S. 64
 EZ1083'TO STATION ON RIGHT, WEST OF FIELD DITCH, AND 0.4 MILE WEST
 EZ1083'ALONG U.S. 64 FROM INTERSECTION WITH SR 1101.
 EZ1083'
 EZ1083'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1083'BROWN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1083'WHICH IS FLUSH WITH THE GROUND.
 EZ1083'
 EZ1083'MARK IS
 EZ1083'
 EZ1083'28.5 FT SSW OF C/L OF U.S. 64
 EZ1083'
 EZ1083'5.5 FT WSW OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN
 EZ1083'
 EZ1083'36.7 FT WNW OF 18 INCH CULVERT UNDER U.S. 64
 EZ1083'
 EZ1083'APPROX. 300.0 FT ESE OF TP WITH SERVICE BOX 14
 EZ1083
 EZ1083                          STATION RECOVERY (1971)
 EZ1083
 EZ1083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1083'4.6 MI WNW FROM SILER CITY.
 EZ1083'FROM INTERSECTION OF U.S. 64 AND RANDOLPH-CHATHAM COUNTY LINE,
 EZ1083'GO 0.4 MILE E ALONG U.S. 64 TO STATION ON RIGHT, WEST OF FIELD
 EZ1083'DITCH, AND 0.4 MILE W ALONG U.S. 64 FROM INTERSECTION WITH
 EZ1083'SR 1101, 28.5 FT SSW OF C/L OF U.S. 64, 5.5 FT WSW OF ALUMINUM
 EZ1083'REF. TAG ON SPEED LIMIT SIGN, 36.7 FT WNW OF 18 INCH CULVERT
 EZ1083'UNDER U.S. 64, AND APPROXIMATELY 300 FT ESE OF TP W/SERVICE
 EZ1083'BOX 14.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 EZ1083
 EZ1083                          STATION RECOVERY (1974)
 EZ1083
 EZ1083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ1083'BROWN 1971 REPORTED IN GOOD CONDITION.
 EZ1083'
 EZ1083'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MI. WNW OF SILER CITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1786 ***********************************************************************
 FA1786  DESIGNATION -  BROWN
 FA1786  PID         -  FA1786
 FA1786  STATE/COUNTY-  NC/ROWAN
 FA1786  USGS QUAD   -  ROCKWELL (1987)
 FA1786
 FA1786                         *CURRENT SURVEY CONTROL
 FA1786  ___________________________________________________________________
 FA1786* NAD 83(2007)-  35 32 36.44483(N)    080 28 05.85862(W)     ADJUSTED  
 FA1786* NAVD 88     -       271.6    (meters)     891.     (feet)  GPS OBS   
 FA1786  ___________________________________________________________________
 FA1786  EPOCH DATE  -        2002.00
 FA1786  X           -     860,390.964 (meters)                     COMP
 FA1786  Y           -  -5,124,073.120 (meters)                     COMP
 FA1786  Z           -   3,687,232.226 (meters)                     COMP
 FA1786  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FA1786  ELLIP HEIGHT-         240.851 (meters)          (02/10/07) ADJUSTED
 FA1786  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 FA1786
 FA1786  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA1786  Type    PID    Designation                      North   East  Ellip
 FA1786  -------------------------------------------------------------------
 FA1786  NETWORK FA1786 BROWN                             1.04   0.88   1.33
 FA1786  -------------------------------------------------------------------
 FA1786
 FA1786.The horizontal coordinates were established by GPS observations
 FA1786.and adjusted by the National Geodetic Survey in February 2007.
 FA1786
 FA1786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA1786.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA1786.The horizontal coordinates are valid at the epoch date displayed above.
 FA1786.The epoch date for horizontal control is a decimal equivalence
 FA1786.of Year/Month/Day.
 FA1786
 FA1786.The orthometric height was determined by GPS observations and a
 FA1786.high-resolution geoid model.
 FA1786
 FA1786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA1786
 FA1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1786
 FA1786.The ellipsoidal height was determined by GPS observations
 FA1786.and is referenced to NAD 83.
 FA1786
 FA1786.The geoid height was determined by GEOID03.
 FA1786
 FA1786;                    North         East     Units Scale Factor Converg.
 FA1786;SPC NC       -   199,933.855   476,475.681   MT  0.99988551   -0 50 50.8
 FA1786;SPC NC       -   655,949.66  1,563,237.30   sFT  0.99988551   -0 50 50.8
 FA1786;UTM  17      - 3,933,443.081   548,196.300   MT  0.99962862   +0 18 32.8
 FA1786
 FA1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1786!SPC NC       -   0.99996220  x   0.99988551  =   0.99984771
 FA1786!UTM  17      -   0.99996220  x   0.99962862  =   0.99959083
 FA1786
 FA1786:                Primary Azimuth Mark                     Grid Az
 FA1786:SPC NC       -  BROWN AZ MK                              019 11 09.8
 FA1786:UTM  17      -  BROWN AZ MK                              018 01 46.2
 FA1786
 FA1786|---------------------------------------------------------------------|
 FA1786| PID    Reference Object                     Distance      Geod. Az  |
 FA1786|                                                           dddmmss.s |
 FA1786| FA4142 BROWN AZ MK                         APPROX. 0.5 KM 0182019.0 |
 FA1786| FA1787 ROCKWELL MUNICIPAL TANK             APPROX. 5.7 KM 0821156.5 |
 FA1786| FA4143 BROWN RM 1                           85.384 METERS 08253     |
 FA1786| FA2697 HOPE                                APPROX. 4.3 KM 3125123.0 |
 FA1786| FA4144 BROWN RM 2                           30.821 METERS 35633     |
 FA1786| AE4515 ANCHOR                              419.417 METERS 3580123.2 |
 FA1786|---------------------------------------------------------------------|
 FA1786
 FA1786                          SUPERSEDED SURVEY CONTROL
 FA1786
 FA1786  NAD 83(2001)-  35 32 36.44510(N)    080 28 05.85895(W) AD(       ) 1
 FA1786  ELLIP H (03/13/03)  240.846  (m)                       GP(       ) 4 2
 FA1786  NAD 83(1986)-  35 32 36.45775(N)    080 28 05.86425(W) AD(       ) 1
 FA1786  NAD 83(1986)-  35 32 36.45775(N)    080 28 05.86425(W) AD(       ) 1
 FA1786  NAD 27      -  35 32 35.95000(N)    080 28 06.64500(W) AD(       ) 1
 FA1786  NGVD 29 (11/20/97)  271.8    (m)          892.     (f) GPS OBS     3  
 FA1786
 FA1786.Superseded values are not recommended for survey control.
 FA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1786.See file dsdata.txt to determine how the superseded data were derived.
 FA1786
 FA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4819633443(NAD 83)
 FA1786_MARKER: DS = TRIANGULATION STATION DISK
 FA1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1786_STAMPING: BROWN 1948
 FA1786_MARK LOGO: CGS   
 FA1786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1786+STABILITY: SURFACE MOTION
 FA1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1786+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 FA1786
 FA1786  HISTORY     - Date     Condition        Report By
 FA1786  HISTORY     - 1948     MONUMENTED       CGS
 FA1786  HISTORY     - 1965     GOOD             CGS
 FA1786  HISTORY     - 19900919 GOOD             NCGS
 FA1786  HISTORY     - 20000523 GOOD             NCGS
 FA1786
 FA1786                          STATION DESCRIPTION
 FA1786
 FA1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA1786'STATION IS LOCATED ABOUT 9 MILES SOUTH OF SALISBURY AND 4
 FA1786'MILES WEST OF ROCKWELL ALONG A HEDGE ROW IN AN OPEN FIELD.  IT
 FA1786'IS 10 FEET NORTH OF A HEDGE ROW IN THE SOUTH PART OF AN OPEN
 FA1786'FIELD ON A SMALL RISE OF GROUND.  THE MARK PROJECTS ABOUT 2
 FA1786'INCHES AND THE DISK IS STAMPED BROWN 1948.
 FA1786'
 FA1786'REFERENCE MARK NO. 1 IS 280.19 FEET EAST OF STATION.  IT IS
 FA1786'25 FEET EAST OF A DIRT ROAD.  THE MARK IS A 20 X 15 FEET
 FA1786'OUTCROPPING BEDROCK AND THE DISK IS STAMPED BROWN NO 1 1948.
 FA1786'
 FA1786'REFERENCE MARK NO. 2 IS 101.12 FEET EAST OF STATION.  IT IS
 FA1786'SET IN A ROW OF PEACH TREES ALONG THE WEST SIDE OF AN OPEN
 FA1786'FIELD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 FA1786'BROWN NO 2 1948.
 FA1786'
 FA1786'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHWEST OF STATION.  IT
 FA1786'IS 29 FEET NORTH OF CENTER OF STATE HIGHWAY 152, 13 FEET WEST
 FA1786'OF CENTER OF A PRIVATE DRIVE AND 2 FEET SOUTHEAST OF A WHITE
 FA1786'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 FA1786'STAMPED BROWN 1948.
 FA1786'
 FA1786'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 FA1786'STATE HIGHWAY 152 IN ROCKWELL, GO WEST ON STATE HIGHWAY 152
 FA1786'FOR 3.4 MILES TO AZIMUTH MARK ON RIGHT OR NORTH OF HIGHWAY AS
 FA1786'DESCRIBED.  CONTINUE WEST ON HIGHWAY FOR 0.1 MILE TO A DIRT
 FA1786'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A Y JUNCTION,
 FA1786'TURN LEFT AND GO 0.1 MILE TO WHERE ROAD TURNS WEST AROUND
 FA1786'LARGE OUTCROPPING BEDROCK, FOLLOW THIS ROAD TO TOP OF SMALL
 FA1786'KNOLL AND STATION AS DESCRIBED.
 FA1786'
 FA1786'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA1786
 FA1786                          STATION RECOVERY (1965)
 FA1786
 FA1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA1786'RECOVERED IN GOOD CONDITION.  THE OPEN FIELD HAS GROWN UP TO
 FA1786'YOUNG PINES, AND NONE OF THE MARKS ARE INTERVISIBLE FROM THE
 FA1786'GROUND.  RM 2 IS IN THE VICINITY OF SMALL-SCALE QUARRYING
 FA1786'OPERATIONS.
 FA1786'
 FA1786'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 FA1786'STATE HIGHWAY 152 IN ROCKWELL, GO WEST ON 152 FOR 3.4 MILES TO
 FA1786'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON 152 FOR 0.1
 FA1786'MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.1
 FA1786'MILE TO A SHARP CURVE LEFT, TURN LEFT AND GO 0.05 MILE TO A
 FA1786'FIELD ROAD STRAIGHT AHEAD AS THE ROAD TURNS SHARPLY RIGHT,
 FA1786'FOLLOW THE FIELD ROAD EAST FOR 0.1 MILE INTO THE EDGE OF THE
 FA1786'WOODS AND END OF TRUCK TRAVEL.  PACK SOUTHERLY THROUGH THE
 FA1786'WOODS TO THE TOP OF THE RISE AND THE STATION.
 FA1786'
 FA1786'THE HEDGEROW IN THE ORIGINAL DESCRIPTION IS NO LONGER
 FA1786'DISCERNABLE, BUT THE FIELD TO THE SOUTH OF IT IS UNDER
 FA1786'CULTIVATION.
 FA1786
 FA1786                          STATION RECOVERY (1990)
 FA1786
 FA1786'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA1786'STATION MARK WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FA1786'LOCATED 27.2 FT (8.3 M) EAST OF A 4-INCH CEDAR, 15.91 FT (4.85 M)
 FA1786'NORTH OF A 8-INCH WALNUT, AND 21.85 FT (6.66 M) NORTHWEST OF A 6-INCH
 FA1786'WALNUT--ALL WITH REFERENCE TAGS. REFERENCE MARK 1 FOUND GOOD,
 FA1786'REFERENCE MARK 2 WAS NOT FOUND, THE AZIMUTH MARK WAS RECOVERED AS
 FA1786'DESCRIBED, LINE OF SIGHT TO AZIMUTH MARK IS BLOCKED BY A MOBILE HOME.
 FA1786
 FA1786                          STATION RECOVERY (2000)
 FA1786
 FA1786'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA1786'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. PROCEED ALONG NC
 FA1786'152 FOR 3.5 MI (5.6 KM) WEST FROM US 52, IN ROCKWELL, THENCE SOUTH FOR
 FA1786'0.2 MI (0.3 KM) ALONG SR 2623 (EARNHARDT ROAD), THENCE SOUTHEAST FOR
 FA1786'0.15 MI (0.24 KM) ALONG COMOLLI ROAD TO A FORK IN THE ROAD, CONTINUE
 FA1786'EAST FOR ABOUT 150-FEETTO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 FA1786'LOCATED 17.0 FT (5.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 FA1786'ROAD AND 8.5 FT (2.6 M) WEST-SOUTHWEST OF A BLOCK OF GRANITE AT GATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1984 ***********************************************************************
 FA1984  DESIGNATION -  BROWN
 FA1984  PID         -  FA1984
 FA1984  STATE/COUNTY-  NC/ANSON
 FA1984  USGS QUAD   -  ANSONVILLE (1983)
 FA1984
 FA1984                         *CURRENT SURVEY CONTROL
 FA1984  ___________________________________________________________________
 FA1984* NAD 83(2001)-  35 03 57.35758(N)    080 05 50.95625(W)     ADJUSTED  
 FA1984* NAVD 88     -        68.518  (meters)     224.80   (feet)  ADJUSTED  
 FA1984  ___________________________________________________________________
 FA1984  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 FA1984  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FA1984  DYNAMIC HT  -          68.456 (meters)     224.59  (feet)  COMP
 FA1984  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 FA1984
 FA1984  HORZ ORDER  -  SECOND
 FA1984  VERT ORDER  -  SECOND    CLASS II
 FA1984
 FA1984.The horizontal coordinates were established by classical geodetic methods
 FA1984.and adjusted by the National Geodetic Survey in August 2005.
 FA1984
 FA1984.The orthometric height was determined by differential leveling
 FA1984.and adjusted in July 1999.
 FA1984
 FA1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1984
 FA1984.The geoid height was determined by GEOID03.
 FA1984
 FA1984.The dynamic height is computed by dividing the NAVD 88
 FA1984.geopotential number by the normal gravity value computed on the
 FA1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1984.degrees latitude (g = 980.6199 gals.).
 FA1984
 FA1984.The modeled gravity was interpolated from observed gravity values.
 FA1984
 FA1984;                    North         East     Units Scale Factor Converg.
 FA1984;SPC NC       -   146,529.703   509,508.263   MT  0.99987782   -0 38 00.4
 FA1984;SPC NC       -   480,739.53  1,671,611.69   sFT  0.99987782   -0 38 00.4
 FA1984;UTM  17      - 3,880,727.158   582,290.779   MT  0.99968346   +0 31 06.7
 FA1984
 FA1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1984!SPC NC       -   0.99999405  x   0.99987782  =   0.99987187
 FA1984!UTM  17      -   0.99999405  x   0.99968346  =   0.99967751
 FA1984
 FA1984:                Primary Azimuth Mark                     Grid Az
 FA1984:SPC NC       -  CORNER                                   349 31 33.5
 FA1984:UTM  17      -  CORNER                                   348 22 26.4
 FA1984
 FA1984|---------------------------------------------------------------------|
 FA1984| PID    Reference Object                     Distance      Geod. Az  |
 FA1984|                                                           dddmmss.s |
 FA1984| FA1987 CORNER                              APPROX. 2.4 KM 3485333.1 |
 FA1984|---------------------------------------------------------------------|
 FA1984
 FA1984                          SUPERSEDED SURVEY CONTROL
 FA1984
 FA1984  NAD 83(1986)-  35 03 57.36965(N)    080 05 50.96778(W) AD(       ) 2
 FA1984  NAD 27      -  35 03 56.82884(N)    080 05 51.75352(W) AD(       ) 2
 FA1984  NGVD 29 (07/19/86)   68.82   (m)          225.8    (f) LEVELING    3  
 FA1984
 FA1984.Superseded values are not recommended for survey control.
 FA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1984.See file dsdata.txt to determine how the superseded data were derived.
 FA1984
 FA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8229180727(NAD 83)
 FA1984_MARKER: DE = TRAVERSE STATION DISK
 FA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1984_STAMPING: BROWN 1967
 FA1984_MARK LOGO: NCGS  
 FA1984_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1984+STABILITY: SURFACE MOTION
 FA1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1984+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 FA1984
 FA1984  HISTORY     - Date     Condition        Report By
 FA1984  HISTORY     - 1967     MONUMENTED       NCGS
 FA1984  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA1984  HISTORY     - 19970409 GOOD             NCGS
 FA1984
 FA1984                          STATION DESCRIPTION
 FA1984
 FA1984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA1984'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1984'THE VICINITY OF WADESBORO, NORTH CAROLINA.
 FA1984'
 FA1984'BROWN IS LOCATED APPROXIMATELY 2.6 MILES SSE OF
 FA1984'ANSONVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA1984'SR 1621 WITH U.S. 52 IN ANSONVILLE, GO SOUTH ON U.S. 52 FOR 2.6
 FA1984'MILES TO STATION.  WHICH IS ON THE EAST SHOULDER OF U.S. 52 IN
 FA1984'LINE BETWEEN PP 1250 AND U.S. 52, ABOUT 0.15 MILE SOUTH OF THE
 FA1984'CENTER OF BRIDGE OVER BROWN CREEK.
 FA1984'
 FA1984'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA1984'BROWN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1984'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1984'
 FA1984'MARK IS
 FA1984'
 FA1984'16.3 FT E OF C/L OF U.S. 52
 FA1984'
 FA1984'7.4 FT W OF PP 1250 ON E SIDE OF U.S. 52, WITH ALUMINUM REF. TAG
 FA1984'
 FA1984'52.3 FT E OF TP 1251 ON W SIDE OF U.S. 52, WITH ALUMINUM REF. TAG
 FA1984'
 FA1984'46.4 FT NW OF 12 INCH OAK AT WEST EDGE OF WOODS EAST OF U.S.
 FA1984'52, WITH ALUMINUM REF. TAG
 FA1984
 FA1984                          STATION RECOVERY (1987)
 FA1984
 FA1984'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA1984'MARK NOT FOUND.
 FA1984
 FA1984                          STATION RECOVERY (1997)
 FA1984
 FA1984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA1984'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 FA1984'MARK IS LEVEL WITH US 52 AND RECESSED 4 INCHES BELOW GROUND. LOCATED
 FA1984'17.0 FT (5.2 M) EAST OF THE CENTERLINE OF US 52, 133.8 FT (40.8 M)
 FA1984'SOUTH OF SOUTH END OF METAL GUARD RAIL ON EAST SIDE OF ROAD, 279.3 FT
 FA1984'(85.1 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL--AND 46.4 FT (14.1 M)
 FA1984'NORTHWEST OF A 15 INCH WHITE OAK, 9.7 FT (3.0 M) SOUTHWEST OF A POWER
 FA1984'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3299 ***********************************************************************
 FB3299  DESIGNATION -  BROWN
 FB3299  PID         -  FB3299
 FB3299  STATE/COUNTY-  NC/HAYWOOD
 FB3299  USGS QUAD   -  CLYDE (1978)
 FB3299
 FB3299                         *CURRENT SURVEY CONTROL
 FB3299  ___________________________________________________________________
 FB3299* NAD 83(2001)-  35 30 33.90589(N)    082 59 21.98330(W)     ADJUSTED  
 FB3299* NAVD 88     -       847.6    (meters)    2781.     (feet)  VERTCON   
 FB3299  ___________________________________________________________________
 FB3299  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 FB3299  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB3299  HORZ ORDER  -  SECOND
 FB3299
 FB3299.The horizontal coordinates were established by classical geodetic methods
 FB3299.and adjusted by the National Geodetic Survey in August 2005.
 FB3299
 FB3299.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3299
 FB3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3299
 FB3299.The geoid height was determined by GEOID03.
 FB3299
 FB3299;                    North         East     Units Scale Factor Converg.
 FB3299;SPC NC       -   202,443.641   247,823.895   MT  0.99988267   -2 18 09.3
 FB3299;SPC NC       -   664,183.85    813,068.90   sFT  0.99988267   -2 18 09.3
 FB3299;UTM  17      - 3,931,357.772   319,580.707   MT  1.00000115   -1 09 21.1
 FB3299
 FB3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3299!SPC NC       -   0.99987149  x   0.99988267  =   0.99975418
 FB3299!UTM  17      -   0.99987149  x   1.00000115  =   0.99987264
 FB3299
 FB3299:                Primary Azimuth Mark                     Grid Az
 FB3299:SPC NC       -  HEDGE                                    072 35 31.5
 FB3299:UTM  17      -  HEDGE                                    071 26 43.3
 FB3299
 FB3299|---------------------------------------------------------------------|
 FB3299| PID    Reference Object                     Distance      Geod. Az  |
 FB3299|                                                           dddmmss.s |
 FB3299| FB3296 HEDGE                               APPROX. 1.2 KM 0701722.2 |
 FB3299|---------------------------------------------------------------------|
 FB3299
 FB3299                          SUPERSEDED SURVEY CONTROL
 FB3299
 FB3299  NAD 83(1995)-  35 30 33.90603(N)    082 59 21.98316(W) AD(       ) 2
 FB3299  NAD 83(1986)-  35 30 33.91069(N)    082 59 21.98345(W) AD(       ) 2
 FB3299  NAD 27      -  35 30 33.53845(N)    082 59 22.49033(W) AD(       ) 2
 FB3299  NGVD 29 (07/19/86)  847.6    (m)         2781.     (f) VERT ANG    3  
 FB3299
 FB3299.Superseded values are not recommended for survey control.
 FB3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3299.See file dsdata.txt to determine how the superseded data were derived.
 FB3299
 FB3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1958131358(NAD 83)
 FB3299_MARKER: DE = TRAVERSE STATION DISK
 FB3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3299_STAMPING: BROWN 1977
 FB3299_MARK LOGO: NCGS  
 FB3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3299+STABILITY: SURFACE MOTION
 FB3299
 FB3299  HISTORY     - Date     Condition        Report By
 FB3299  HISTORY     - 1977     MONUMENTED       NCGS
 FB3299  HISTORY     - 19870101 GOOD             NCGS
 FB3299
 FB3299                          STATION DESCRIPTION
 FB3299
 FB3299'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3299'THE STATION IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF WAYNESVILLE.
 FB3299'
 FB3299'TO REACH THE STATION FROM THE US 19A-23 OVERPASS OF US 276 AT
 FB3299'WAYNESVILLE, PROCEED NORTHEAST ALONG US 19A-23 FOR 0.25 MILE TO
 FB3299'STATION ON LEFT, BEHIND GUARD RAIL.
 FB3299'
 FB3299'STATION MARK IS A STANDARD DISK STAMPED---BROWN 1977---, SET IN THE
 FB3299'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3299'MARK IS 27.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF SOUTH BOUND
 FB3299'LANES, 4.3 FEET NORTH OF GUARD RAIL, 47.7 FEET NORTHWEST OF CENTER OF
 FB3299'IRON DRAINAGE GRATE AND 130.1 FEET WEST-SOUTHWEST OF AN 18 INCH OAK
 FB3299'WITH REFERENCE TAG.
 FB3299
 FB3299                          STATION RECOVERY (1987)
 FB3299
 FB3299'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 FB3299'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. LINES OF SIGHT
 FB3299'ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2380 ***********************************************************************
 EB2380  DESIGNATION -  BROWN
 EB2380  PID         -  EB2380
 EB2380  STATE/COUNTY-  NC/COLUMBUS
 EB2380  USGS QUAD   -  CHADBOURN (1986)
 EB2380
 EB2380                         *CURRENT SURVEY CONTROL
 EB2380  ___________________________________________________________________
 EB2380* NAD 83(2001)-  34 18 52.63023(N)    078 49 34.93622(W)     ADJUSTED  
 EB2380* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 EB2380  ___________________________________________________________________
 EB2380  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EB2380  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EB2380  HORZ ORDER  -  SECOND
 EB2380
 EB2380.The horizontal coordinates were established by classical geodetic methods
 EB2380.and adjusted by the National Geodetic Survey in August 2005.
 EB2380
 EB2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2380
 EB2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2380
 EB2380.The geoid height was determined by GEOID03.
 EB2380
 EB2380;                    North         East     Units Scale Factor Converg.
 EB2380;SPC NC       -    62,649.571   625,582.578   MT  1.00000524   +0 06 00.8
 EB2380;SPC NC       -   205,542.80  2,052,432.17   sFT  1.00000524   +0 06 00.8
 EB2380;UTM  17      - 3,799,180.567   700,004.468   MT  1.00009310   +1 13 32.7
 EB2380
 EB2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2380!SPC NC       -   1.00000051  x   1.00000524  =   1.00000575
 EB2380!UTM  17      -   1.00000051  x   1.00009310  =   1.00009361
 EB2380
 EB2380:                Primary Azimuth Mark                     Grid Az
 EB2380:SPC NC       -  CHADBOURN                                359 05 34.1
 EB2380:UTM  17      -  CHADBOURN                                357 58 02.2
 EB2380
 EB2380|---------------------------------------------------------------------|
 EB2380| PID    Reference Object                     Distance      Geod. Az  |
 EB2380|                                                           dddmmss.s |
 EB2380| EB1543 CHADBOURN                           APPROX. 0.9 KM 3591134.9 |
 EB2380|---------------------------------------------------------------------|
 EB2380
 EB2380                          SUPERSEDED SURVEY CONTROL
 EB2380
 EB2380  NAD 83(1986)-  34 18 52.63009(N)    078 49 34.94095(W) AD(       ) 2
 EB2380  NAD 27      -  34 18 52.02533(N)    078 49 35.86293(W) AD(       ) 2
 EB2380  NGVD 29 (07/19/86)   31.4    (m)          103.     (f) VERT ANG    3  
 EB2380
 EB2380.Superseded values are not recommended for survey control.
 EB2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2380.See file dsdata.txt to determine how the superseded data were derived.
 EB2380
 EB2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0000499181(NAD 83)
 EB2380_MARKER: DE = TRAVERSE STATION DISK
 EB2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2380_STAMPING: BROWN 1971
 EB2380_MARK LOGO: NCGS  
 EB2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2380+STABILITY: SURFACE MOTION
 EB2380
 EB2380  HISTORY     - Date     Condition        Report By
 EB2380  HISTORY     - 1971     MONUMENTED       NCGS
 EB2380  HISTORY     - 1974     GOOD             NCGS
 EB2380  HISTORY     - 1981     POOR             USGS
 EB2380
 EB2380                          STATION DESCRIPTION
 EB2380
 EB2380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EB2380'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2380'IN THE VICINITY OF CHADBOURN, NORTH CAROLINA.
 EB2380'
 EB2380'BROWN IS LOCATED IN CHADBOURN.  TO REACH STATION PROCEED FROM
 EB2380'THE POST OFFICE IN CHADBOURN AT N. BROWN ST. AND FIFTH AVE.  GO
 EB2380'SOUTH ALONG BROWN ST. (NC 410) FOR 0.9 MILE TO STATION ON
 EB2380'LEFT IN YARD OF PRIVATE RESIDENCE, BETWEEN TWO LARGE MAPLES.  AND
 EB2380'0.15 MILE NORTH OF CHADBOURN CITY SIGN ON NC 410.
 EB2380'
 EB2380'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2380'BROWN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2380'WHICH IS 1 INCH BELOW THE GROUND.
 EB2380'
 EB2380'MARK IS
 EB2380'
 EB2380'14.2 FT E OF C/L OF NC 410
 EB2380'
 EB2380'36.2 FT W OF SW CORNER OF PORCH OF TWO STORY FRAME HOUSE
 EB2380'
 EB2380'11.2 FT N OF ALUMINUM REF. TAG ON 22 INCH MAPLE
 EB2380'
 EB2380'27.6 FT S OF ALUMINUM REF. TAG ON 26 INCH MAPLE
 EB2380'
 EB2380'25.5 FT N OF C/L OF DIRT DRIVE EAST
 EB2380
 EB2380                          STATION RECOVERY (1974)
 EB2380
 EB2380'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2380'GOOD AS DESCRIBED, EXCEPT LARGE OAKS HAVE BEEN CUT DOWN.  STUMPS
 EB2380'ARE PROJECTING APPROXIMATELY 2 FEET, FOR REFERENCES.
 EB2380
 EB2380                          STATION RECOVERY (1981)
 EB2380
 EB2380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS)
 EB2380'THE STATION WAS FOUND TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2220 ***********************************************************************
 EA2220  DESIGNATION -  BROWN
 EA2220  PID         -  EA2220
 EA2220  STATE/COUNTY-  NC/ONSLOW
 EA2220  USGS QUAD   -  BROWNS INLET (1988)
 EA2220
 EA2220                         *CURRENT SURVEY CONTROL
 EA2220  ___________________________________________________________________
 EA2220* NAD 83(2001)-  34 35 58.30246(N)    077 13 24.78070(W)     ADJUSTED  
 EA2220* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2220  ___________________________________________________________________
 EA2220  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 EA2220  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2220  HORZ ORDER  -  THIRD
 EA2220
 EA2220.The horizontal coordinates were established by classical geodetic methods
 EA2220.and adjusted by the National Geodetic Survey in August 2005.
 EA2220
 EA2220.The orthometric height was scaled from a topographic map.
 EA2220
 EA2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2220
 EA2220.The geoid height was determined by GEOID03.
 EA2220
 EA2220;                    North         East     Units Scale Factor Converg.
 EA2220;SPC NC       -    95,697.675   772,537.222   MT  0.99993691   +1 01 31.1
 EA2220;SPC NC       -   313,968.12  2,534,565.87   sFT  0.99993691   +1 01 31.1
 EA2220;UTM  18      - 3,830,881.128   296,095.452   MT  1.00011249   -1 15 47.0
 EA2220
 EA2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2220!SPC NC       -   1.00000572  x   0.99993691  =   0.99994263
 EA2220!UTM  18      -   1.00000572  x   1.00011249  =   1.00011821
 EA2220
 EA2220:                Primary Azimuth Mark                     Grid Az
 EA2220:SPC NC       -  EAGLE                                    320 56 50.5
 EA2220:UTM  18      -  EAGLE                                    323 14 08.6
 EA2220
 EA2220|---------------------------------------------------------------------|
 EA2220| PID    Reference Object                     Distance      Geod. Az  |
 EA2220|                                                           dddmmss.s |
 EA2220| EA2225 EAGLE                               APPROX. 1.5 KM 3215821.6 |
 EA2220|---------------------------------------------------------------------|
 EA2220
 EA2220                          SUPERSEDED SURVEY CONTROL
 EA2220
 EA2220  NAD 83(1986)-  34 35 58.31519(N)    077 13 24.79310(W) AD(       ) 3
 EA2220  NAD 27      -  34 35 57.72500(N)    077 13 25.95300(W) AD(       ) 3
 EA2220
 EA2220.Superseded values are not recommended for survey control.
 EA2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2220.See file dsdata.txt to determine how the superseded data were derived.
 EA2220
 EA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9609530881(NAD 83)
 EA2220_MARKER: DS = TRIANGULATION STATION DISK
 EA2220_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2220_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2220_MARK LOGO: CGS   
 EA2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2220
 EA2220  HISTORY     - Date     Condition        Report By
 EA2220  HISTORY     - 1914     MONUMENTED       CGS
 EA2220  HISTORY     - 1927     GOOD             CGS
 EA2220  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2220  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2220
 EA2220                          STATION DESCRIPTION
 EA2220
 EA2220'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2220'STATION IS ABOUT 400 YARDS E OF BROWNS INLET, ON THE N SIDE
 EA2220'OF THE HIGHEST SAND PEAK, AT THE S EDGE OF THE WOODS THAT RUN
 EA2220'AROUND THE N SIDE OF THE BANKS.  THE PEAK BREAKS OFF VERY
 EA2220'ABRUPTLY ON THE S SIDE OF THE STATION AND IN THE SAND PIT
 EA2220'THERE ARE SOME SMALL TREES.
 EA2220'
 EA2220'THE SURFACE MARK IS A STANDARD DISK SET IN CONCRETE AT THE
 EA2220'CENTER OF THE TOP OF A TILE.
 EA2220'
 EA2220'THE UNDERGROUND MARK IS EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF
 EA2220'THE GROUND.
 EA2220'
 EA2220'FOUR SMALL STUBS ARE DRIVEN ABOUT 2 FEET FROM THE STATION.
 EA2220'
 EA2220'THERE ARE NO REFERENCE MARKS.
 EA2220
 EA2220                          STATION RECOVERY (1927)
 EA2220
 EA2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2220'SAND PEAK ON WHICH STATION WAS LOCATED HAS PARTLY
 EA2220'SHIFTED.  STATION MARK WAS FOUND AT THE BOTTOM OF THE
 EA2220'PEAK.  UNDERGROUND MARK COULD NOT BE FOUND.
 EA2220
 EA2220                          STATION RECOVERY (1933)
 EA2220
 EA2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2220'STATION COULD NOT BE FOUND.  ALL THAT REMAINS OF THE SAND DUNE
 EA2220'IS A NARROW RIDGE ABOUT 1 YARD WIDE, AND A DEEP PIT ON ITS W
 EA2220'SIDE.  PIECES OF TILE AND CEMENT FOUND.  SUBSURFACE MARK WAS
 EA2220'ALSO SEARCHED FOR BUT COULD NOT BE FOUND.
 EA2220
 EA2220                          STATION RECOVERY (1950)
 EA2220
 EA2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2220'STATION WAS NOT RECOVERED.  THIS STATION COULD NOT BE FOUND IN
 EA2220'1927 AND 1933.  IT IS RECOMMENDED THAT IT BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3121 ***********************************************************************
 EZ3121  DESIGNATION -  BROWN
 EZ3121  PID         -  EZ3121
 EZ3121  STATE/COUNTY-  NC/LEE
 EZ3121  USGS QUAD   -  BROADWAY (1981)
 EZ3121
 EZ3121                         *CURRENT SURVEY CONTROL
 EZ3121  ___________________________________________________________________
 EZ3121* NAD 83(2001)-  35 29 02.93262(N)    079 06 16.72868(W)     ADJUSTED  
 EZ3121* NAVD 88     -       133.1    (meters)     437.     (feet)  VERTCON   
 EZ3121  ___________________________________________________________________
 EZ3121  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 EZ3121  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 EZ3121  HORZ ORDER  -  SECOND
 EZ3121
 EZ3121.The horizontal coordinates were established by classical geodetic methods
 EZ3121.and adjusted by the National Geodetic Survey in August 2005.
 EZ3121
 EZ3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3121
 EZ3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3121
 EZ3121.The geoid height was determined by GEOID03.
 EZ3121
 EZ3121;                    North         East     Units Scale Factor Converg.
 EZ3121;SPC NC       -   192,374.760   600,105.943   MT  0.99988079   -0 03 37.4
 EZ3121;SPC NC       -   631,149.53  1,968,847.58   sFT  0.99988079   -0 03 37.4
 EZ3121;UTM  17      - 3,928,386.551   671,939.532   MT  0.99996432   +1 06 01.7
 EZ3121
 EZ3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3121!SPC NC       -   0.99998410  x   0.99988079  =   0.99986489
 EZ3121!UTM  17      -   0.99998410  x   0.99996432  =   0.99994842
 EZ3121
 EZ3121:                Primary Azimuth Mark                     Grid Az
 EZ3121:SPC NC       -  HUNTER                                   138 52 51.3
 EZ3121:UTM  17      -  HUNTER                                   137 43 12.2
 EZ3121
 EZ3121|---------------------------------------------------------------------|
 EZ3121| PID    Reference Object                     Distance      Geod. Az  |
 EZ3121|                                                           dddmmss.s |
 EZ3121| EZ3131 HUNTER                              APPROX. 0.5 KM 1384913.9 |
 EZ3121|---------------------------------------------------------------------|
 EZ3121
 EZ3121                          SUPERSEDED SURVEY CONTROL
 EZ3121
 EZ3121  NAD 83(1986)-  35 29 02.93722(N)    079 06 16.73230(W) AD(       ) 2
 EZ3121  NAD 27      -  35 29 02.37951(N)    079 06 17.65895(W) AD(       ) 2
 EZ3121  NGVD 29 (07/19/86)  133.3    (m)          437.     (f) VERT ANG    3  
 EZ3121
 EZ3121.Superseded values are not recommended for survey control.
 EZ3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3121.See file dsdata.txt to determine how the superseded data were derived.
 EZ3121
 EZ3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7194028387(NAD 83)
 EZ3121_MARKER: DE = TRAVERSE STATION DISK
 EZ3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3121_STAMPING: BROWN 1970
 EZ3121_MARK LOGO: NCGS  
 EZ3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3121+STABILITY: SURFACE MOTION
 EZ3121
 EZ3121  HISTORY     - Date     Condition        Report By
 EZ3121  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3121
 EZ3121                          STATION DESCRIPTION
 EZ3121
 EZ3121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3121'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3121'THE VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3121'
 EZ3121'BROWN IS LOCATED APPROXIMATELY 3.4 MILES ENE OF SANFORD.  TO REACH
 EZ3121'STATION PROCEED FROM THE INTERSECTION OF SR 1525 AND SR 1537
 EZ3121'APPROXIMATELY 3.5 MILES EAST OF SANFORD, GO NORTH ON SR 1537 FOR
 EZ3121'0.6 MILE TO SR 1510, CONTINUE NORTH ON SR 1537 FOR 0.2 MILE TO
 EZ3121'STATION ON THE LEFT, APPROXIMATELY 300 FEET NORTH OF DRIVEWAY TO
 EZ3121'HOME OF MR. BROWN.  STATION IS APPROXIMATELY 8 FEET EAST OF
 EZ3121'SECOND TELEPHONE POLE NORTH OF THE DRIVEWAY TO MR. BROWNS HOME, AND
 EZ3121'0.75 MILE SOUTH OF SR 1509.
 EZ3121'
 EZ3121'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BROWN
 EZ3121'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3121'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3121'
 EZ3121'MARK IS--
 EZ3121'28.0 FEET SW OF C/L OF SR 1537.
 EZ3121'13.2 FEET NE OF ALUMINUM REF. TAG ON PP NO. 3.
 EZ3121'74.6 FEET SSW OF ALUMINUM REF. TAG ON 12 INCH TRIPLE GUM TREE.
 EZ3121'61.6 FEET WSW OF ALUMINUM REF. TAG ON 8 INCH PINE.
 EZ3121'112.5 FEET S OF ALUMINUM REF. TAG ON 10 INCH PINE.
 EZ3121'115.0 FEET W OF ALUMINUM REF. TAG ON 14 INCH PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3618 ***********************************************************************
 EZ3618  DESIGNATION -  BROWN
 EZ3618  PID         -  EZ3618
 EZ3618  STATE/COUNTY-  NC/MOORE
 EZ3618  USGS QUAD   -  ROBBINS (1977)
 EZ3618
 EZ3618                         *CURRENT SURVEY CONTROL
 EZ3618  ___________________________________________________________________
 EZ3618* NAD 83(2001)-  35 23 06.63843(N)    079 35 12.01331(W)     ADJUSTED  
 EZ3618* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 EZ3618  ___________________________________________________________________
 EZ3618  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 EZ3618  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 EZ3618  HORZ ORDER  -  SECOND
 EZ3618
 EZ3618.The horizontal coordinates were established by classical geodetic methods
 EZ3618.and adjusted by the National Geodetic Survey in August 2005.
 EZ3618
 EZ3618.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3618
 EZ3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3618
 EZ3618.The geoid height was determined by GEOID03.
 EZ3618
 EZ3618;                    North         East     Units Scale Factor Converg.
 EZ3618;SPC NC       -   181,547.940   556,304.290   MT  0.99987529   -0 20 19.0
 EZ3618;SPC NC       -   595,628.53  1,825,141.66   sFT  0.99987529   -0 20 19.0
 EZ3618;UTM  17      - 3,916,676.029   628,365.726   MT  0.99980306   +0 49 06.7
 EZ3618
 EZ3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3618!SPC NC       -   0.99997890  x   0.99987529  =   0.99985420
 EZ3618!UTM  17      -   0.99997890  x   0.99980306  =   0.99978197
 EZ3618
 EZ3618:                Primary Azimuth Mark                     Grid Az
 EZ3618:SPC NC       -  LIMIT                                    027 35 26.0
 EZ3618:UTM  17      -  LIMIT                                    026 26 00.3
 EZ3618
 EZ3618|---------------------------------------------------------------------|
 EZ3618| PID    Reference Object                     Distance      Geod. Az  |
 EZ3618|                                                           dddmmss.s |
 EZ3618| EZ3615 LIMIT                               APPROX. 0.6 KM 0271507.0 |
 EZ3618|---------------------------------------------------------------------|
 EZ3618
 EZ3618                          SUPERSEDED SURVEY CONTROL
 EZ3618
 EZ3618  NAD 83(1986)-  35 23 06.64310(N)    079 35 12.01728(W) AD(       ) 2
 EZ3618  NAD 27      -  35 23 06.10477(N)    079 35 12.88654(W) AD(       ) 2
 EZ3618  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG    3  
 EZ3618
 EZ3618.Superseded values are not recommended for survey control.
 EZ3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3618.See file dsdata.txt to determine how the superseded data were derived.
 EZ3618
 EZ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2836616676(NAD 83)
 EZ3618_MARKER: DE = TRAVERSE STATION DISK
 EZ3618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3618_STAMPING: BROWN 1972
 EZ3618_MARK LOGO: NCGS  
 EZ3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3618+STABILITY: SURFACE MOTION
 EZ3618
 EZ3618  HISTORY     - Date     Condition        Report By
 EZ3618  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3618
 EZ3618                          STATION DESCRIPTION
 EZ3618
 EZ3618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3618'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3618'VICINITY OF ROBBINS, NORTH CAROLINA.
 EZ3618'
 EZ3618'BROWN IS LOCATED 3.5 MILES SOUTH OF ROBBINS AND 9.9 MILES WNW OF
 EZ3618'CARTHAGE.  TO REACH STATION FROM THE INTERSECTION OF NC 24-27 AND NC
 EZ3618'705 AT ROBBINS CROSSROADS, PROCEED SOUTHWEST ALONG NC 705 FOR 1.45
 EZ3618'MILES TO STATION ON LEFT, 0.4 MILE NORTHEAST OF INTERSECTION WITH
 EZ3618'GRAVEL ROAD TO ROCK HILL FRIENDS CHURCH, IN NORTHWEST CORNER OF
 EZ3618'YARD OF KATIE G. BROWNS RESIDENCE, AND 50 FEET SOUTHWEST OF
 EZ3618'ABANDONED STORE.
 EZ3618'
 EZ3618'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN
 EZ3618'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3618'FLUSH WITH THE GROUND.
 EZ3618'
 EZ3618'MARK IS
 EZ3618'21.1 FEET SE OF C/L OF NC 705.
 EZ3618'10.4 FEET NNE OF E EDGE OF CONCRETE WALK TO BROWNS RESIDENCE.
 EZ3618'25.1 FEET NNW OF SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ3618'20.6 FEET WNW OF WESTERNMOST 22 INCH OAK WITH ALUMINUM REF. TAG.
 EZ3618'75.8 FEET ESE OF REA PP NO. 76 WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3917 ***********************************************************************
 EZ3917  DESIGNATION -  BROWN
 EZ3917  PID         -  EZ3917
 EZ3917  STATE/COUNTY-  NC/RANDOLPH
 EZ3917  USGS QUAD   -  ASHEBORO (1994)
 EZ3917
 EZ3917                         *CURRENT SURVEY CONTROL
 EZ3917  ___________________________________________________________________
 EZ3917* NAD 83(2001)-  35 41 15.63264(N)    079 50 31.19624(W)     ADJUSTED  
 EZ3917* NAVD 88     -       261.7    (meters)     859.     (feet)  VERTCON   
 EZ3917  ___________________________________________________________________
 EZ3917  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EZ3917  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ3917  HORZ ORDER  -  SECOND
 EZ3917
 EZ3917.The horizontal coordinates were established by classical geodetic methods
 EZ3917.and adjusted by the National Geodetic Survey in August 2005.
 EZ3917
 EZ3917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3917
 EZ3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3917
 EZ3917.The geoid height was determined by GEOID03.
 EZ3917
 EZ3917;                    North         East     Units Scale Factor Converg.
 EZ3917;SPC NC       -   215,272.148   533,393.698   MT  0.99990145   -0 29 09.5
 EZ3917;SPC NC       -   706,272.04  1,749,975.82   sFT  0.99990145   -0 29 09.5
 EZ3917;UTM  17      - 3,949,925.778   604,780.151   MT  0.99973529   +0 40 32.2
 EZ3917
 EZ3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3917!SPC NC       -   0.99996368  x   0.99990145  =   0.99986513
 EZ3917!UTM  17      -   0.99996368  x   0.99973529  =   0.99969898
 EZ3917
 EZ3917:                Primary Azimuth Mark                     Grid Az
 EZ3917:SPC NC       -  UNION                                    298 55 32.1
 EZ3917:UTM  17      -  UNION                                    297 45 50.4
 EZ3917
 EZ3917|---------------------------------------------------------------------|
 EZ3917| PID    Reference Object                     Distance      Geod. Az  |
 EZ3917|                                                           dddmmss.s |
 EZ3917| EZ3929 UNION                               APPROX. 1.2 KM 2982622.6 |
 EZ3917|---------------------------------------------------------------------|
 EZ3917
 EZ3917                          SUPERSEDED SURVEY CONTROL
 EZ3917
 EZ3917  NAD 83(1986)-  35 41 15.63831(N)    079 50 31.20344(W) AD(       ) 2
 EZ3917  NAD 27      -  35 41 15.14563(N)    079 50 32.07680(W) AD(       ) 2
 EZ3917  NGVD 29 (07/19/86)  261.9    (m)          859.     (f) VERT ANG    3  
 EZ3917
 EZ3917.Superseded values are not recommended for survey control.
 EZ3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3917.See file dsdata.txt to determine how the superseded data were derived.
 EZ3917
 EZ3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0478049926(NAD 83)
 EZ3917_MARKER: DE = TRAVERSE STATION DISK
 EZ3917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3917_STAMPING: BROWN 1971
 EZ3917_MARK LOGO: NCGS  
 EZ3917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3917+STABILITY: SURFACE MOTION
 EZ3917
 EZ3917  HISTORY     - Date     Condition        Report By
 EZ3917  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3917
 EZ3917                          STATION DESCRIPTION
 EZ3917
 EZ3917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3917'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3917'VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3917'
 EZ3917'BROWN IS LOCATED APPROXIMATELY 2.1 MILES SOUTHWEST OF
 EZ3917'ASHEBORO.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ3917'U.S. 64 AND U.S. 220 BYPASS IN ASHEBORO.  GO WEST ON U.S. 64
 EZ3917'FOR 0.7 MILE TO STATION ON LEFT (SOUTH SIDE) OF U.S. 64.  AT
 EZ3917'INTERSECTION OF U.S. 64, SR 1323 AND SR 1328.  AND ON LOWER
 EZ3917'SIDE OF A SLOPING BANK.
 EZ3917'
 EZ3917'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3917'BROWN 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3917'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3917'
 EZ3917'MARK IS
 EZ3917'
 EZ3917'40.1 FT S OF C/L OF U.S. 64
 EZ3917'
 EZ3917'30.5 FT SE OF C/L OF SR 1323
 EZ3917'
 EZ3917'15.2 FT SE OF ALUMINUM REF. TAG ON STOP SIGN POST
 EZ3917'
 EZ3917'74.5 FT E OF ALUMINUM REF. TAG ON PP
 EZ3917'
 EZ3917'67.1 FT ESE OF ALUMINUM REF. TAG ON 8 INCH OAK TREE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4143 ***********************************************************************
 EZ4143  DESIGNATION -  BROWN
 EZ4143  PID         -  EZ4143
 EZ4143  STATE/COUNTY-  NC/WILSON
 EZ4143  USGS QUAD   -  KENLY EAST (1978)
 EZ4143
 EZ4143                         *CURRENT SURVEY CONTROL
 EZ4143  ___________________________________________________________________
 EZ4143* NAD 83(2001)-  35 37 11.39357(N)    078 04 34.03176(W)     ADJUSTED  
 EZ4143* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 EZ4143  ___________________________________________________________________
 EZ4143  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 EZ4143  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 EZ4143  HORZ ORDER  -  SECOND
 EZ4143
 EZ4143.The horizontal coordinates were established by classical geodetic methods
 EZ4143.and adjusted by the National Geodetic Survey in August 2005.
 EZ4143
 EZ4143.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4143
 EZ4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4143
 EZ4143.The geoid height was determined by GEOID03.
 EZ4143
 EZ4143;                    North         East     Units Scale Factor Converg.
 EZ4143;SPC NC       -   207,811.674   693,289.469   MT  0.99989316   +0 31 59.6
 EZ4143;SPC NC       -   681,795.47  2,274,567.20   sFT  0.99989316   +0 31 59.6
 EZ4143;UTM  17      - 3,945,720.873   764,818.602   MT  1.00046428   +1 42 13.9
 EZ4143;UTM  18      - 3,946,141.865   221,388.702   MT  1.00055667   -1 47 33.7
 EZ4143
 EZ4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4143!SPC NC       -   0.99999749  x   0.99989316  =   0.99989065
 EZ4143!UTM  17      -   0.99999749  x   1.00046428  =   1.00046177
 EZ4143!UTM  18      -   0.99999749  x   1.00055667  =   1.00055416
 EZ4143
 EZ4143:                Primary Azimuth Mark                     Grid Az
 EZ4143:SPC NC       -  NATIONAL                                 047 51 37.6
 EZ4143:UTM  17      -  NATIONAL                                 046 41 23.3
 EZ4143:UTM  18      -  NATIONAL                                 050 11 10.9
 EZ4143
 EZ4143|---------------------------------------------------------------------|
 EZ4143| PID    Reference Object                     Distance      Geod. Az  |
 EZ4143|                                                           dddmmss.s |
 EZ4143| EZ4124 NATIONAL                            APPROX. 1.1 KM 0482337.2 |
 EZ4143|---------------------------------------------------------------------|
 EZ4143
 EZ4143                          SUPERSEDED SURVEY CONTROL
 EZ4143
 EZ4143  NAD 83(1986)-  35 37 11.40161(N)    078 04 34.04339(W) AD(       ) 2
 EZ4143  NAD 27      -  35 37 10.82877(N)    078 04 35.07688(W) AD(       ) 2
 EZ4143  NGVD 29 (07/19/86)   51.0    (m)          167.     (f) VERT ANG    3  
 EZ4143
 EZ4143.Superseded values are not recommended for survey control.
 EZ4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4143.See file dsdata.txt to determine how the superseded data were derived.
 EZ4143
 EZ4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6481945721(NAD 83)
 EZ4143_MARKER: DE = TRAVERSE STATION DISK
 EZ4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4143_STAMPING: BROWN 1967
 EZ4143_MARK LOGO: NCGS  
 EZ4143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4143+STABILITY: SURFACE MOTION
 EZ4143
 EZ4143  HISTORY     - Date     Condition        Report By
 EZ4143  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4143
 EZ4143                          STATION DESCRIPTION
 EZ4143
 EZ4143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4143'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4143'IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EZ4143'
 EZ4143'BROWN IS LOCATED APPROXIMATELY 3.4 MILES NORTHEAST OF
 EZ4143'KENLY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 EZ4143'222 WITH U.S. 301 IN KENLY, GO NORTHEAST ON U.S. 301 FOR 3.15
 EZ4143'MILES TO STATION.  WHICH IS ON THE SOUTHEAST SHOULDER OF U.S. 301
 EZ4143'NORTH BOUND LANE, IN LINE WITH BROWNS NO. 1 SIGN AND U.S. 301 AT
 EZ4143'CORNER OF WOODS, AND 0.85 MILE NORTHEAST OF INTERSECTION OF
 EZ4143'NC 581 WITH U.S. 301.
 EZ4143'
 EZ4143'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4143'BROWN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4143'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4143'
 EZ4143'MARK IS
 EZ4143'
 EZ4143'19.9 FT SE OF C/L OF U.S. 301 NORTH BOUND LANE
 EZ4143'
 EZ4143'31.2 FT WNW OF 12 INCH LEANING POPLAR TREE WITH ALUMINUM REF. TAG
 EZ4143'
 EZ4143'89.1 FT SW OF 10 INCH SWEET GUM, WITH ALUMINUM REF. TAG
 EZ4143'
 EZ4143'86.4 FT W OF 4X4 POST WITH R/W SIGN, AND ALUMINUM REF. TAG
 EZ4143'
 EZ4143'40.4 FT NW OF NW POST OF BROWNS NO. 1 SIGN
 EZ4143'
 EZ4143'15.8 FT W OF SE END OF CULVERT UNDER U.S. 301 N BOUND LANE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4399 ***********************************************************************
 EZ4399  DESIGNATION -  BROWN
 EZ4399  PID         -  EZ4399
 EZ4399  STATE/COUNTY-  NC/WAKE
 EZ4399  USGS QUAD   -  ZEBULON (1981)
 EZ4399
 EZ4399                         *CURRENT SURVEY CONTROL
 EZ4399  ___________________________________________________________________
 EZ4399* NAD 83(2001)-  35 49 02.89477(N)    078 18 58.37722(W)     ADJUSTED  
 EZ4399* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 EZ4399  ___________________________________________________________________
 EZ4399  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 EZ4399  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 EZ4399  HORZ ORDER  -  SECOND
 EZ4399
 EZ4399.The horizontal coordinates were established by classical geodetic methods
 EZ4399.and adjusted by the National Geodetic Survey in August 2005.
 EZ4399
 EZ4399.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4399
 EZ4399.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4399
 EZ4399.The geoid height was determined by GEOID03.
 EZ4399
 EZ4399;                    North         East     Units Scale Factor Converg.
 EZ4399;SPC NC       -   229,561.809   671,390.119   MT  0.99992123   +0 23 40.8
 EZ4399;SPC NC       -   753,154.04  2,202,719.08   sFT  0.99992123   +0 23 40.8
 EZ4399;UTM  17      - 3,967,028.221   742,467.419   MT  1.00032450   +1 34 16.8
 EZ4399
 EZ4399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4399!SPC NC       -   0.99998943  x   0.99992123  =   0.99991066
 EZ4399!UTM  17      -   0.99998943  x   1.00032450  =   1.00031392
 EZ4399
 EZ4399|---------------------------------------------------------------------|
 EZ4399| PID    Reference Object                     Distance      Geod. Az  |
 EZ4399|                                                           dddmmss.s |
 EZ4399| EZ4411 WAKEFIELD                           241.113 METERS 15404     |
 EZ4399| EZ2383 GANNON                              APPROX. 0.6 KM 3364057.6 |
 EZ4399|---------------------------------------------------------------------|
 EZ4399
 EZ4399                          SUPERSEDED SURVEY CONTROL
 EZ4399
 EZ4399  NAD 83(1986)-  35 49 02.90103(N)    078 18 58.38850(W) AD(       ) 2
 EZ4399  NAD 27      -  35 49 02.34601(N)    078 18 59.39082(W) AD(       ) 2
 EZ4399  NGVD 29 (07/19/86)  101.7    (m)          334.     (f) VERT ANG    3  
 EZ4399
 EZ4399.Superseded values are not recommended for survey control.
 EZ4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4399.See file dsdata.txt to determine how the superseded data were derived.
 EZ4399
 EZ4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4246767028(NAD 83)
 EZ4399_MARKER: DE = TRAVERSE STATION DISK
 EZ4399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4399_STAMPING: BROWN 1969
 EZ4399_MARK LOGO: NCGS  
 EZ4399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4399+STABILITY: SURFACE MOTION
 EZ4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4399+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 EZ4399
 EZ4399  HISTORY     - Date     Condition        Report By
 EZ4399  HISTORY     - 1969     MONUMENTED       NCGS
 EZ4399  HISTORY     - 1970     MARK NOT FOUND   NCGS
 EZ4399  HISTORY     - 20050425 GOOD             USPSQD
 EZ4399
 EZ4399                          STATION DESCRIPTION
 EZ4399
 EZ4399'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EZ4399'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4399'THE VICINITY OF ZEBULON, NORTH CAROLINA.
 EZ4399'
 EZ4399'BROWN IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF THE CENTER
 EZ4399'OF ZEBULON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4399'U.S. 64 AND NC 96 IN ZEBULON, GO WEST ON U.S. 64 FOR 0.25 MILE
 EZ4399'TO INTERSECTION OF U.S. 64 AND SR 2349 (WAKEFIELD STREET), TURN
 EZ4399'LEFT (SOUTH) ON SR 2349 FOR 0.3 MILE TO RAILROAD TRACK, CONTINUE
 EZ4399'ACROSS TRACK FOR 0.1 MILE TO STATION ON WEST SIDE OF ROAD IN
 EZ4399'NORTHEAST CORNER OF HOUSE OWNED BY MR. BROWN.
 EZ4399'
 EZ4399'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4399'BROWN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4399'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4399'
 EZ4399'MARK IS
 EZ4399'
 EZ4399'24.4 FT W OF C/L OF SR 2349
 EZ4399'
 EZ4399'24.9 FT NW OF PP W/TRANSFORMER AND ALUMINUM REF. TAG
 EZ4399'
 EZ4399'52.3 FT SW OF PP WITH ALUMINUM REF. TAG
 EZ4399'
 EZ4399'2.0 FT S OF EDGE OF ASPHALT PARKING
 EZ4399'
 EZ4399'82.3 FT SE OF SE EDGE OF STORE
 EZ4399'
 EZ4399'93.9 FT SE OF S EDGE OF GAS PUMPS
 EZ4399'
 EZ4399'122.9 FT S OF PP WITH ALUMINUM REF. TAG
 EZ4399'
 EZ4399'8.7 FT W OF N EDGE OF CULVERT UNDER DIRT DRIVE
 EZ4399
 EZ4399                          STATION RECOVERY (1970)
 EZ4399
 EZ4399'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF)
 EZ4399'THERE ARE TWO N.C. GEODETIC SURVEY TRAVERSE STATIONS BY THE
 EZ4399'NAME OF BROWN IN WAKE COUNTY.
 EZ4399'
 EZ4399'BROWN 1960 (HENDERSON PROJECT) IS IN ZEBULON, N.C.
 EZ4399'
 EZ4399'BROWN 1970 (NW WAKE CO. PROJECT) IS WEST OF WAKE FOREST, N.C.
 EZ4399
 EZ4399                          STATION RECOVERY (2005)
 EZ4399
 EZ4399'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4399'N 35 49.048
 EZ4399'W 078 18.973
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2470 ***********************************************************************
 EY2470  DESIGNATION -  BROWN
 EY2470  PID         -  EY2470
 EY2470  STATE/COUNTY-  NC/LENOIR
 EY2470  USGS QUAD   -  KINSTON (1983)
 EY2470
 EY2470                         *CURRENT SURVEY CONTROL
 EY2470  ___________________________________________________________________
 EY2470* NAD 83(2001)-  35 18 42.29828(N)    077 35 41.37623(W)     ADJUSTED  
 EY2470* NAVD 88     -        23.4    (meters)      77.     (feet)  VERTCON   
 EY2470  ___________________________________________________________________
 EY2470  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EY2470  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EY2470  HORZ ORDER  -  SECOND
 EY2470
 EY2470.The horizontal coordinates were established by classical geodetic methods
 EY2470.and adjusted by the National Geodetic Survey in August 2005.
 EY2470
 EY2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2470
 EY2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2470
 EY2470.The geoid height was determined by GEOID03.
 EY2470
 EY2470;                    North         East     Units Scale Factor Converg.
 EY2470;SPC NC       -   174,149.170   737,368.024   MT  0.99987314   +0 48 39.7
 EY2470;SPC NC       -   571,354.40  2,419,181.59   sFT  0.99987314   +0 48 39.7
 EY2470;UTM  18      - 3,910,704.800   264,092.345   MT  1.00028590   -1 30 02.0
 EY2470
 EY2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2470!SPC NC       -   1.00000197  x   0.99987314  =   0.99987511
 EY2470!UTM  18      -   1.00000197  x   1.00028590  =   1.00028787
 EY2470
 EY2470|---------------------------------------------------------------------|
 EY2470| PID    Reference Object                     Distance      Geod. Az  |
 EY2470|                                                           dddmmss.s |
 EY2470| EY2487 KOONCE                              362.636 METERS 14042     |
 EY2470|---------------------------------------------------------------------|
 EY2470
 EY2470                          SUPERSEDED SURVEY CONTROL
 EY2470
 EY2470  NAD 83(1986)-  35 18 42.30782(N)    077 35 41.38384(W) AD(       ) 2
 EY2470  NAD 27      -  35 18 41.71627(N)    077 35 42.49537(W) AD(       ) 2
 EY2470  NGVD 29 (07/19/86)   23.8    (m)           78.     (f) VERT ANG    3  
 EY2470
 EY2470.Superseded values are not recommended for survey control.
 EY2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2470.See file dsdata.txt to determine how the superseded data were derived.
 EY2470
 EY2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6409210705(NAD 83)
 EY2470_MARKER: DE = TRAVERSE STATION DISK
 EY2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2470_STAMPING: BROWN 1967
 EY2470_MARK LOGO: NCGS  
 EY2470_PROJECTION: FLUSH
 EY2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2470+STABILITY: SURFACE MOTION
 EY2470
 EY2470  HISTORY     - Date     Condition        Report By
 EY2470  HISTORY     - 1967     MONUMENTED       NCGS
 EY2470  HISTORY     - 1978     GOOD             NGS
 EY2470  HISTORY     - 1981     MARK NOT FOUND   NC2450
 EY2470  HISTORY     - 19870704 MARK NOT FOUND   USPSQD
 EY2470  HISTORY     - 19910221 MARK NOT FOUND   NCGS
 EY2470  HISTORY     - 19910424 MARK NOT FOUND   USPSQD
 EY2470  HISTORY     - 20010426 MARK NOT FOUND   USPSQD
 EY2470  HISTORY     - 20040606 MARK NOT FOUND   USPSQD
 EY2470
 EY2470                          STATION DESCRIPTION
 EY2470
 EY2470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2470'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2470'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2470'
 EY2470'BROWN IS LOCATED APPROXIMATELY 3.1 MILES NNW OF KINSTON, N. C.
 EY2470'AND 4.8 MILES W OF GRAINGERS.  TO REACH STATION PROCEED FROM
 EY2470'THE INTERSECTION OF SR 1578 (AIRPORT RD.) AND NC 91, NORTH ON
 EY2470'SR 1578 TO BROWNS GROCERY ON LEFT, AND STATION ON RIGHT.  STATION
 EY2470'IS EAST OF SR 1578 IN FRONT OF BROWNS GROCERY AND AT
 EY2470'WEST EDGE OF AREA BEING SUB-DIVIDED.
 EY2470'
 EY2470'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2470'BROWN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2470'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2470'
 EY2470'MARK IS
 EY2470'
 EY2470'53.0 FT E OF C/L OF SR 1578
 EY2470'
 EY2470'2.5 FT E OF PP 29 WITH TRANSFORMER AND ALUMINUM REF. TAG
 EY2470'
 EY2470'8.8 FT W OF BOTTOM END OF ANCHOR CABLE
 EY2470'
 EY2470'117.6 FT NE OF SERVICE POLE WITH ALUMINUM REF. TAG
 EY2470'
 EY2470'177.3 FT NW OF PP ON E SIDE OF SR 1578 WITH ALUMINUM REF. TAG
 EY2470
 EY2470                          STATION RECOVERY (1978)
 EY2470
 EY2470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JWB)
 EY2470'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW POWER
 EY2470'LINE HAS CHANGED THE DESCRIPTION AS FOLLOWS--
 EY2470'
 EY2470'THE MARK IS 53.0 FT E OF C/L OF SR 1578
 EY2470'
 EY2470'1.5 FT E OF PP 28-1/2
 EY2470'
 EY2470'8.8 FT W OF BOTTOM END OF ANCHOR CABLE
 EY2470'
 EY2470'117.6 FT NE OF SERVICE POLE WITH ALUMINUM REF. TAG
 EY2470'
 EY2470'114 FT S OF FIRE HYDRANT ON SE CORNER OF INTERSECTION OF SR
 EY2470'1578 AND FARMGATE RD
 EY2470'
 EY2470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY2470'3.1 MI NNW KINSTON NC.
 EY2470
 EY2470                          STATION RECOVERY (1981)
 EY2470
 EY2470'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY2470'THE STATION WAS SEARCHED FOR BUT NOT FOUND, LOCAL RESIDENT SAID THAT
 EY2470'THE MARK WAS DUG UP AND REMOVED DURING EARTHWORK.
 EY2470
 EY2470                          STATION RECOVERY (1987)
 EY2470
 EY2470'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY2470'MARK NOT FOUND.
 EY2470
 EY2470                          STATION RECOVERY (1991)
 EY2470
 EY2470'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2470'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY ROAD
 EY2470'GRADE WORK.
 EY2470
 EY2470                          STATION RECOVERY (1991)
 EY2470
 EY2470'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY2470'MARK NOT FOUND.
 EY2470
 EY2470                          STATION RECOVERY (2001)
 EY2470
 EY2470'RECOVERY NOTE BY US POWER SQUADRON 2001
 EY2470'MARK NOT FOUND.
 EY2470
 EY2470                          STATION RECOVERY (2004)
 EY2470
 EY2470'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2559 ***********************************************************************
 EY2559  DESIGNATION -  BROWN
 EY2559  PID         -  EY2559
 EY2559  STATE/COUNTY-  NC/GREENE
 EY2559  USGS QUAD   -  SNOW HILL (1982)
 EY2559
 EY2559                         *CURRENT SURVEY CONTROL
 EY2559  ___________________________________________________________________
 EY2559* NAD 83(2001)-  35 22 59.81280(N)    077 40 06.49057(W)     ADJUSTED  
 EY2559* NAVD 88     -        35.61   (+/-2cm)     116.8    (feet)  VERTCON   
 EY2559  ___________________________________________________________________
 EY2559  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 EY2559  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY2559  HORZ ORDER  -  SECOND
 EY2559  VERT ORDER  -  THIRD ? (See Below)
 EY2559
 EY2559.The horizontal coordinates were established by classical geodetic methods
 EY2559.and adjusted by the National Geodetic Survey in August 2005.
 EY2559
 EY2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2559.The vertical order pertains to the NGVD 29 superseded value.
 EY2559
 EY2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2559
 EY2559.The geoid height was determined by GEOID03.
 EY2559
 EY2559;                    North         East     Units Scale Factor Converg.
 EY2559;SPC NC       -   181,991.394   730,565.950   MT  0.99987522   +0 46 06.7
 EY2559;SPC NC       -   597,083.43  2,396,865.12   sFT  0.99987522   +0 46 06.7
 EY2559;UTM  18      - 3,918,818.651   257,609.521   MT  1.00032411   -1 32 45.3
 EY2559
 EY2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2559!SPC NC       -   1.00000001  x   0.99987522  =   0.99987523
 EY2559!UTM  18      -   1.00000001  x   1.00032411  =   1.00032412
 EY2559
 EY2559:                Primary Azimuth Mark                     Grid Az
 EY2559:SPC NC       -  THORNTON                                 013 16 21.1
 EY2559:UTM  18      -  THORNTON                                 015 35 13.1
 EY2559
 EY2559|---------------------------------------------------------------------|
 EY2559| PID    Reference Object                     Distance      Geod. Az  |
 EY2559|                                                           dddmmss.s |
 EY2559| EY1079 THORNTON                            APPROX. 1.5 KM 0140227.8 |
 EY2559| EY1081 JOYNER                              375.298 METERS 17101     |
 EY2559|---------------------------------------------------------------------|
 EY2559
 EY2559                          SUPERSEDED SURVEY CONTROL
 EY2559
 EY2559  NAD 83(1986)-  35 22 59.82101(N)    077 40 06.49821(W) AD(       ) 2
 EY2559  NAD 27      -  35 22 59.23466(N)    077 40 07.59582(W) AD(       ) 2
 EY2559  NGVD 29 (07/19/86)   35.95   (m)          117.9    (f) LEVELING    3  
 EY2559
 EY2559.Superseded values are not recommended for survey control.
 EY2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2559.See file dsdata.txt to determine how the superseded data were derived.
 EY2559
 EY2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5761018819(NAD 83)
 EY2559_MARKER: DE = TRAVERSE STATION DISK
 EY2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2559_STAMPING: BROWN 1976
 EY2559_MARK LOGO: NCGS  
 EY2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2559+STABILITY: SURFACE MOTION
 EY2559
 EY2559  HISTORY     - Date     Condition        Report By
 EY2559  HISTORY     - 1976     MONUMENTED       NCGS
 EY2559  HISTORY     - 19980326 GOOD             USPSQD
 EY2559
 EY2559                          STATION DESCRIPTION
 EY2559
 EY2559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2559'THE STATION IS LOCATED APPROXIMATELY 0.4 MILE NORTH OF BROWNTOWN AND
 EY2559'4.8 MILES SOUTH OF SNOW HILL, NORTH CAROLINA.
 EY2559'
 EY2559'TO REACH THE STATION FROM THE INTERSECTION OF US 258 WITH NC 58
 EY2559'SOUTHEAST OF SNOW HILL, PROCEED SOUTH ALONG US 258 FOR 4.05 MILES TO
 EY2559'STATION ON RIGHT AT A POWER POLE NEAR Y INTERSECTION WITH AN OLD PAVED
 EY2559'ROAD (FORMERLY US 258), 0.45 MILE SOUTH OF INTERSECTION WITH SR 1103,
 EY2559'AND 0.25 MILE NORTH OF T INTERSECTION WITH SR 1117 (WEST).
 EY2559'
 EY2559'STATION MARK IS A STANDARD DISK STAMPED---BROWN 1976---, SET IN THE
 EY2559'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY2559'THE MARK IS 41.7 FEET WEST OF THE CENTERLINE OF US 258, 6.5 FEET EAST
 EY2559'OF POWER POLE WITH SINGLE GUY WIRE AND WITH ALUMINUM TAG, 63.0 FEET
 EY2559'WEST OF --PASS WITH CARE-- HIGHWAY SIGN POST WITH ALUMINUM TAG, 160.0
 EY2559'FEET NORTH OF CENTERLINE OF INTERSECTION OF PAVED  SIDE ROAD AND US
 EY2559'258, AND 184.8 FEET NORTHEAST OF TELEPHONE PEDESTAL NO. S258R11W.
 EY2559
 EY2559                          STATION RECOVERY (1998)
 EY2559
 EY2559'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY2559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2942 ***********************************************************************
 EY2942  DESIGNATION -  BROWN
 EY2942  PID         -  EY2942
 EY2942  STATE/COUNTY-  NC/EDGECOMBE
 EY2942  USGS QUAD   -  PINETOPS (1980)
 EY2942
 EY2942                         *CURRENT SURVEY CONTROL
 EY2942  ___________________________________________________________________
 EY2942* NAD 83(2001)-  35 51 36.56453(N)    077 42 11.27176(W)     ADJUSTED  
 EY2942* NAVD 88     -        39.     (meters)     128.     (feet)  SCALED    
 EY2942  ___________________________________________________________________
 EY2942  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 EY2942  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 EY2942  HORZ ORDER  -  FIRST
 EY2942
 EY2942.The horizontal coordinates were established by classical geodetic methods
 EY2942.and adjusted by the National Geodetic Survey in August 2005.
 EY2942
 EY2942.The orthometric height was scaled from a topographic map.
 EY2942
 EY2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2942
 EY2942.The geoid height was determined by GEOID03.
 EY2942
 EY2942;                    North         East     Units Scale Factor Converg.
 EY2942;SPC NC       -   234,849.995   726,726.134   MT  0.99992886   +0 44 54.7
 EY2942;SPC NC       -   770,503.69  2,384,267.32   sFT  0.99992886   +0 44 54.7
 EY2942;UTM  18      - 3,971,812.402   255,915.188   MT  1.00033419   -1 35 03.5
 EY2942
 EY2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2942!SPC NC       -   0.99999945  x   0.99992886  =   0.99992831
 EY2942!UTM  18      -   0.99999945  x   1.00033419  =   1.00033364
 EY2942
 EY2942|---------------------------------------------------------------------|
 EY2942| PID    Reference Object                     Distance      Geod. Az  |
 EY2942|                                                           dddmmss.s |
 EY2942| EY4414 BROWN RM 1                           68.245 METERS 03107     |
 EY2942| EY4415 BROWN RM 2 AZIMUTH                                 1001642.2 |
 EY2942| EY2944 PINETOPS MUNICIPAL TANK             APPROX. 9.7 KM 1430727.3 |
 EY2942| EY4416 BROWN RM 3                           57.181 METERS 16405     |
 EY2942| EY3105 ROCKY MOUNT MUN PWR PLT STK         APPROX.14.7 KM 3140502.8 |
 EY2942| EY3124 ROCKY MOUNT WEST BASE               APPROX. 9.4 KM 3211055.1 |
 EY2942|---------------------------------------------------------------------|
 EY2942
 EY2942                          SUPERSEDED SURVEY CONTROL
 EY2942
 EY2942  NAD 83(1986)-  35 51 36.57267(N)    077 42 11.28015(W) AD(       ) 1
 EY2942  NAD 27      -  35 51 36.00800(N)    077 42 12.36400(W) AD(       ) 1
 EY2942
 EY2942.Superseded values are not recommended for survey control.
 EY2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2942.See file dsdata.txt to determine how the superseded data were derived.
 EY2942
 EY2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5591571812(NAD 83)
 EY2942_MARKER: DS = TRIANGULATION STATION DISK
 EY2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2942_STAMPING: BROWN 1933
 EY2942_MARK LOGO: CGS   
 EY2942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2942+STABILITY: SURFACE MOTION
 EY2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2942+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 EY2942
 EY2942  HISTORY     - Date     Condition        Report By
 EY2942  HISTORY     - 1933     MONUMENTED       CGS
 EY2942  HISTORY     - 1943     GOOD             USE
 EY2942  HISTORY     - 1949     GOOD             CGS
 EY2942  HISTORY     - 1957     GOOD             CGS
 EY2942  HISTORY     - 1963     GOOD             NCGS
 EY2942  HISTORY     - 1975     MARK NOT FOUND   NCDNR
 EY2942  HISTORY     - 20040614 GOOD             NCGS
 EY2942  HISTORY     - 20060423 GOOD             USPSQD
 EY2942
 EY2942                          STATION DESCRIPTION
 EY2942
 EY2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY2942'STATION IS 8.6 MILES SOUTHEAST OF ROCKY MOUNT, ON PROPERTY OF
 EY2942'BOB BROWN, 200 FEET SOUTH OF ROUTE 43, 30 FEET WEST OF CENTER
 EY2942'LINE OF DIRT ROAD, AND 14 FEET SOUTH OF 6-INCH BLAZED PINE
 EY2942'TREE.  SURFACE MARK IS STANDARD STATION DISK IN CONCRETE, NOTE
 EY2942'1A.  UNDERGROUND MARK IS AN ALEMITE GREASE CUP.  REFERENCE MARKS
 EY2942'ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 33
 EY2942'FEET NORTH OF CENTER LINE OF HIGHWAY, 9 FEET WEST OF CENTER
 EY2942'LINE OF DIRT ROAD LEADING NORTH FROM THREE MAIL BOXES ON SOUTH
 EY2942'SIDE OF HIGHWAY, AND 223.90 FEET FROM STATION N 31 DEG 07 MIN E
 EY2942'NO. 2 IS 30 FEET SOUTH OF CENTER LINE OF
 EY2942'HIGHWAY, 18 FEET WEST OF ROAD LEADING FROM NORTHWEST TO A.N.
 EY2942'HAMLETS HOUSE, AND 0.3 MILE FROM STATION S 79 DEG 43 MIN E
 EY2942'NO. 3 IS 20.5 FEET EAST OF CENTER LINE OF
 EY2942'DIRT ROAD TO SOUTH, AND 187.60 FEET FROM STATION.
 EY2942
 EY2942                          STATION RECOVERY (1943)
 EY2942
 EY2942'RECOVERY NOTE BY US ENGINEERS 1943
 EY2942'MONUMENT FOUND AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--ABOUT
 EY2942'3 FEET OF THE CONCRETE POST IS EXPOSED ON THE N AND E SIDES OF
 EY2942'MONUMENT.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE TRIANGULATION
 EY2942'STATION BECAUSE OF RED BARN IN LINE.  CONDITION OF MONUMENT GOOD.
 EY2942
 EY2942                          STATION RECOVERY (1949)
 EY2942
 EY2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EY2942'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 EY2942'BE IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS ON THE
 EY2942'SLOPE OF A WASHED OUT BANK.  A NEW AZIMUTH MARK WAS SET AT THIS
 EY2942'TIME.  AS THE STATION WAS NOT OCCUPIED AT THIS TIME AND THE OLD
 EY2942'AZIMUTH MARK WAS LEANING, THE NEW MARK WAS TIED IN WITH THE
 EY2942'REFERENCE MARKS.  OLD DESCRIPTION AND TO REACH IS ADEQUATE.
 EY2942'
 EY2942'AZIMUTH MARK IS 183 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 EY2942'43, 155 FEET SOUTH OF A WHITE WITNESS POST, 57 FEET WEST OF THE
 EY2942'CENTER OF A PRIVATE DRIVE AND 50 FEET NORTH OF THE NORTHWEST
 EY2942'CORNER OF A FRAME HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND
 EY2942'THE DISK IS STAMPED---BROWN 1933 RESET 1949---.
 EY2942'
 EY2942'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON A DIRT ROAD
 EY2942'FOR ABOUT 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 43, TURN
 EY2942'RIGHT ON HIGHWAY 43 AND GO EAST FOR 0.3 MILE TO A PRIVATE DRIVE
 EY2942'RIGHT, TURN RIGHT ON PRIVATE DRIVE AND GO ABOUT 0.05 MILE TO THE
 EY2942'AZIMUTH MARK ON RIGHT OR WEST OF DRIVE AS DESCRIBED.  A DIRECTION
 EY2942'TO THE AZIMUTH MARK SHOULD BE DETERMINED UPON OCCUPATION OF THE
 EY2942'STATION.
 EY2942
 EY2942                          STATION RECOVERY (1957)
 EY2942
 EY2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 EY2942'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 EY2942'MARKS 1 AND 3 WERE FOUND IN GOOD CONDITION.  THERE IS NO DISK IN
 EY2942'REFERENCE MARK 2 AND THE MARK IS OBSTRUCTED FROM THE STATION BY
 EY2942'FARM BUILDINGS.  THE DISTANCES TO REFERENCE MARKS 1 AND 3
 EY2942'CHECKED BUT A DIFFERENCE OF 3 MINUTES WAS FOUND IN THE ANGLE
 EY2942'BETWEEN THE MARKS.  THE PREVIOUS REFERENCE MEASUREMENTS ARE
 EY2942'ADEQUATE.
 EY2942'
 EY2942'TO REACH THE STATION FROM THE POST OFFICE IN ROCKY MOUNT, GO
 EY2942'SOUTHEAST AND EAST ON STATE HIGHWAY 43 FOR 8.9 MILES TO A
 EY2942'CROSSROADS AND THE STATION ON THE RIGHT.
 EY2942
 EY2942                          STATION RECOVERY (1963)
 EY2942
 EY2942'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963
 EY2942'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EY2942'
 EY2942'REFERENCE MARK NO. 1 HAS BEEN SLIGHTLY DISTURBED.
 EY2942'
 EY2942'REFERENCE MARK NO. 3 WAS RECOVERED AS DESCRIBED, IN GOOD
 EY2942'CONDITION.
 EY2942'
 EY2942'AZIMUTH MARK IS 22 FT. WEST OF THE CENTER OF A PRIVATE DRIVE
 EY2942'(INSTEAD OF 57 FT).
 EY2942
 EY2942                          STATION RECOVERY (1975)
 EY2942
 EY2942'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (ACD)
 EY2942'BROWN 1933 UNABLE TO LOCATE.
 EY2942'
 EY2942'BROWN NO 1 1933 DESTROYED, FOUND LYING ON SIDE.
 EY2942'
 EY2942'BROWN NO 2 1933 REFERENCES PLACE RM IN ROAD DITCH.
 EY2942'
 EY2942'BROWN AZ. MARK UNABLE TO LOCATE.
 EY2942'
 EY2942'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.6 MILES SE OF ROCKY
 EY2942'MOUNT.
 EY2942
 EY2942                          STATION RECOVERY (2004)
 EY2942
 EY2942'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 EY2942'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY2942'CORRECTIONS. STATION IS 7.0 MI (11.3 KM) WEST ALONG 43 FROM
 EY2942'INTERSECTION OF NC 42 IN PINETOPS , TO SR 1131 (HIGH LEVEL RD), IN
 EY2942'SOUTHWEST QUADRANT. MARK IS ABOUT 2-FT HIGHER THAN SR 1311 AND IS
 EY2942'PROJECTING 2 INCHES ABOVE THE GROUND. LOCATED 187 FEET (57.0 M)
 EY2942'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 43, 31.8 FT (9.7 M)
 EY2942'WEST-SOUTHWEST OF THE CENTERLINE OF SR 1131 (HIGH LEVEL ROAD), 14 FEET
 EY2942'(4.3 M) SOUTH OF A 24 INCH PINE STUMP, 54.2 FT (16.5 M) WEST OF NORTH
 EY2942'END OF DRIVE CULVERT, 77.5 FT (23.6 M) SOUTHWEST OF THE NORTHWEST
 EY2942'CORNER OF THE NORTH-WESTERNMOST BARN AND 8.1 FT (2.5 M)
 EY2942'NORTH-NORTHEAST OF A 5 INCH GUM WITH REFERENCE TAG. AZ MK NOT FOUND.
 EY2942'REFERENCES TOO VAGUE.
 EY2942
 EY2942                          STATION RECOVERY (2006)
 EY2942
 EY2942'RECOVERY NOTE BY US POWER SQUADRON 2006 (WER)
 EY2942'THIS MARK LISTED AS NOT FOUND, BUT IS CLEARLY VISIBLE ABOUT 3 INCHES
 EY2942'ABOVE GROUND IN THE NE QUADRANT OF INTERSECTION ALONG THE TREE LINE,
 EY2942'ACROSS THE DITCH, WITH THE APPROXIMATE DISTANCES AS DESCRIBED.  MARK
 EY2942'IS STAMPED BROWN 1933
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3510 ***********************************************************************
 FY3510  DESIGNATION -  BROWN
 FY3510  PID         -  FY3510
 FY3510  STATE/COUNTY-  NC/GUILFORD
 FY3510  USGS QUAD   -  BROWNS SUMMIT (1994)
 FY3510
 FY3510                         *CURRENT SURVEY CONTROL
 FY3510  ___________________________________________________________________
 FY3510* NAD 83(2001)-  36 10 33.09166(N)    079 42 41.41042(W)     ADJUSTED  
 FY3510* NAVD 88     -       229.34   (+/-2cm)     752.4    (feet)  VERTCON   
 FY3510  ___________________________________________________________________
 FY3510  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 FY3510  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 FY3510  HORZ ORDER  -  SECOND
 FY3510  VERT ORDER  -  THIRD ? (See Below)
 FY3510
 FY3510.The horizontal coordinates were established by classical geodetic methods
 FY3510.and adjusted by the National Geodetic Survey in August 2005.
 FY3510
 FY3510.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3510.The vertical order pertains to the NGVD 29 superseded value.
 FY3510
 FY3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3510
 FY3510.The geoid height was determined by GEOID03.
 FY3510
 FY3510;                    North         East     Units Scale Factor Converg.
 FY3510;SPC NC       -   269,343.101   545,592.610   MT  1.00000258   -0 24 38.4
 FY3510;SPC NC       -   883,669.82  1,789,998.42   sFT  1.00000258   -0 24 38.4
 FY3510;UTM  17      - 4,004,223.192   615,873.792   MT  0.99976543   +0 45 38.3
 FY3510
 FY3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3510!SPC NC       -   0.99996889  x   1.00000258  =   0.99997147
 FY3510!UTM  17      -   0.99996889  x   0.99976543  =   0.99973433
 FY3510
 FY3510:                Primary Azimuth Mark                     Grid Az
 FY3510:SPC NC       -  HILDA                                    210 34 21.3
 FY3510:UTM  17      -  HILDA                                    209 24 04.6
 FY3510
 FY3510|---------------------------------------------------------------------|
 FY3510| PID    Reference Object                     Distance      Geod. Az  |
 FY3510|                                                           dddmmss.s |
 FY3510| FY3521 HILDA                               APPROX. 1.4 KM 2100942.9 |
 FY3510|---------------------------------------------------------------------|
 FY3510
 FY3510                          SUPERSEDED SURVEY CONTROL
 FY3510
 FY3510  NAD 83(1993)-  36 10 33.09831(N)    079 42 41.42168(W) AD(       ) 2
 FY3510  NAD 83(1986)-  36 10 33.09818(N)    079 42 41.41907(W) AD(       ) 2
 FY3510  NAD 27      -  36 10 32.62395(N)    079 42 42.32025(W) AD(       ) 2
 FY3510  NGVD 29 (07/19/86)  229.57   (m)          753.2    (f) LEVELING    3  
 FY3510
 FY3510.Superseded values are not recommended for survey control.
 FY3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3510.See file dsdata.txt to determine how the superseded data were derived.
 FY3510
 FY3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1587404223(NAD 83)
 FY3510_MARKER: DE = TRAVERSE STATION DISK
 FY3510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3510_STAMPING: BROWN 1963
 FY3510_MARK LOGO: NCGS  
 FY3510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3510+STABILITY: SURFACE MOTION
 FY3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3510+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 FY3510
 FY3510  HISTORY     - Date     Condition        Report By
 FY3510  HISTORY     - 1963     MONUMENTED       NCGS
 FY3510  HISTORY     - 1980     GOOD             NCGS
 FY3510  HISTORY     - 1988     GOOD             USPSQD
 FY3510  HISTORY     - 19950909 GOOD             USPSQD
 FY3510  HISTORY     - 19970417 GOOD             NCGS
 FY3510  HISTORY     - 20040713 GOOD             USPSQD
 FY3510  HISTORY     - 20060803 GOOD             USPSQD
 FY3510
 FY3510                          STATION DESCRIPTION
 FY3510
 FY3510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3510'BROWN IS A N. C. GEODETIC SURVEY STATION IN GREENSBORO,
 FY3510'NORTH CAROLINA.  STATION IS 8.4 MILES NE OF GREENSBORO,
 FY3510'LOCATED 0.45 MILES SW ALONG U.S. 29 FROM REEDY CREEK BRIDGE ON
 FY3510'U.S. 29, 1.9 MILES NE OF BRIDGE ON HICONE RD. (SR 2565) OVER
 FY3510'U.S. 29 IN THE NE CORNER OF BROWN SUMMIT BRIDGE OVER U.S. 29.
 FY3510'
 FY3510'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3510'BROWN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FY3510'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3510'
 FY3510'MARK IS
 FY3510'
 FY3510'3.9 FT NE OF TOP E END OF N RAILING
 FY3510'
 FY3510'5.1 FT SE OF N WING WALL
 FY3510'
 FY3510'3.9 FT SW OF N END OF CURB WALL
 FY3510'
 FY3510'2.0 FT N OF TOP OF CURB EXTENDED FROM BRIDGE CURBING
 FY3510'
 FY3510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3510
 FY3510                          STATION RECOVERY (1980)
 FY3510
 FY3510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FY3510'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 FY3510'EXCEPT FOR THE FOLLOWING CORRECTIONS -- STATION IS 3.0 FEET EAST OF
 FY3510'THE EAST END OF THE NORTH BRIDGE RAIL AND 2.0 FEET NORTH-NORTHEAST OF
 FY3510'THE GUARD RAIL.
 FY3510
 FY3510                          STATION RECOVERY (1988)
 FY3510
 FY3510'RECOVERY NOTE BY US POWER SQUADRON 1988 (WBW)
 FY3510'RECOVERED IN GOOD CONDITION.
 FY3510
 FY3510                          STATION RECOVERY (1995)
 FY3510
 FY3510'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY3510'RECOVERED IN GOOD CONDITION.
 FY3510
 FY3510                          STATION RECOVERY (1997)
 FY3510
 FY3510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 FY3510'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  MARK IS
 FY3510'LOCATED 17.5 FT (5.3 M) NORTHEAST OF THE CENTERLINE OF SUMMIT ROAD AND
 FY3510'39.5 FT (12.0 M) WEST OF A MANHOLE COVER.
 FY3510
 FY3510                          STATION RECOVERY (2004)
 FY3510
 FY3510'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY3510'RECOVERED IN GOOD CONDITION.
 FY3510
 FY3510                          STATION RECOVERY (2006)
 FY3510
 FY3510'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY3510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1522 ***********************************************************************
 FZ1522  DESIGNATION -  BROWN
 FZ1522  PID         -  FZ1522
 FZ1522  STATE/COUNTY-  NC/FORSYTH
 FZ1522  USGS QUAD   -  RURAL HALL (1994)
 FZ1522
 FZ1522                         *CURRENT SURVEY CONTROL
 FZ1522  ___________________________________________________________________
 FZ1522* NAD 83(2001)-  36 10 06.97155(N)    080 19 42.06897(W)     ADJUSTED  
 FZ1522* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 FZ1522  ___________________________________________________________________
 FZ1522  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 FZ1522  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 FZ1522  HORZ ORDER  -  SECOND
 FZ1522
 FZ1522.The horizontal coordinates were established by classical geodetic methods
 FZ1522.and adjusted by the National Geodetic Survey in August 2005.
 FZ1522
 FZ1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1522
 FZ1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1522
 FZ1522.The geoid height was determined by GEOID03.
 FZ1522
 FZ1522;                    North         East     Units Scale Factor Converg.
 FZ1522;SPC NC       -   269,108.223   490,091.022   MT  1.00000054   -0 46 00.1
 FZ1522;SPC NC       -   882,899.23  1,607,906.96   sFT  1.00000054   -0 46 00.1
 FZ1522;UTM  17      - 4,002,858.230   560,405.302   MT  0.99964496   +0 23 47.0
 FZ1522
 FZ1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1522!SPC NC       -   0.99996143  x   1.00000054  =   0.99996197
 FZ1522!UTM  17      -   0.99996143  x   0.99964496  =   0.99960640
 FZ1522
 FZ1522:                Primary Azimuth Mark                     Grid Az
 FZ1522:SPC NC       -  CIRCLE                                   244 02 08.2
 FZ1522:UTM  17      -  CIRCLE                                   242 52 21.1
 FZ1522
 FZ1522|---------------------------------------------------------------------|
 FZ1522| PID    Reference Object                     Distance      Geod. Az  |
 FZ1522|                                                           dddmmss.s |
 FZ1522| FZ1523 CIRCLE                              APPROX. 0.6 KM 2431608.1 |
 FZ1522|---------------------------------------------------------------------|
 FZ1522
 FZ1522                          SUPERSEDED SURVEY CONTROL
 FZ1522
 FZ1522  NAD 83(1993)-  36 10 06.97830(N)    080 19 42.07819(W) AD(       ) 2
 FZ1522  NAD 83(1986)-  36 10 06.97821(N)    080 19 42.07793(W) AD(       ) 2
 FZ1522  NAD 27      -  36 10 06.48494(N)    080 19 42.89046(W) AD(       ) 2
 FZ1522  NGVD 29 (07/19/86)  279.1    (m)          916.     (f) VERT ANG    3  
 FZ1522
 FZ1522.Superseded values are not recommended for survey control.
 FZ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1522.See file dsdata.txt to determine how the superseded data were derived.
 FZ1522
 FZ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA6040502858(NAD 83)
 FZ1522_MARKER: DE = TRAVERSE STATION DISK
 FZ1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1522_STAMPING: BROWN 1962
 FZ1522_MARK LOGO: NCGS  
 FZ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1522+STABILITY: SURFACE MOTION
 FZ1522
 FZ1522  HISTORY     - Date     Condition        Report By
 FZ1522  HISTORY     - 1962     MONUMENTED       NCGS
 FZ1522  HISTORY     - 1983     GOOD             USPSQD
 FZ1522  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 FZ1522  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 FZ1522
 FZ1522                          STATION DESCRIPTION
 FZ1522
 FZ1522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ1522'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1522'IN THE VICINITY OF WINSTON SALEM, NORTH CAROLINA.
 FZ1522'
 FZ1522'STATION IS 6.70 MILES NW OF THE CENTER OF WINSTON-SALEM, 0.30
 FZ1522'MILES NE OF NC 67 AND 0.60 MILES W OF NEW HOPE METHODIST
 FZ1522'CHURCH.  IT IS ON THE N SIDE OF SHATTALON RD. (SR 1686) IN THE
 FZ1522'FRONT YARD OF THE RESIDENCE OF ROY L. BROWN (297).
 FZ1522'
 FZ1522'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1522'BROWN 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1522'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1522'
 FZ1522'MARK IS
 FZ1522'
 FZ1522'36.20 FT NW OF THE C/L OF SR 1688
 FZ1522'
 FZ1522'45.50 FT SW OF 3 LEAD NAILS IN POWER POLE GD-8
 FZ1522'
 FZ1522'45.50 FT SE OF SW CORNER OF BROWNS HOUSE
 FZ1522'
 FZ1522'43.80 FT SW OF SE CORNER OF BROWNS HOUSE
 FZ1522'
 FZ1522'27.70 FT NE OF C/L OF DRIVEWAY TO BROWNS HOUSE.
 FZ1522'
 FZ1522'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1522
 FZ1522                          STATION RECOVERY (1983)
 FZ1522
 FZ1522'RECOVERY NOTE BY US POWER SQUADRON 1983 (PGH)
 FZ1522'BROWN 1962 IN VERY GOOD CONDITION.  ROY L. BROWN HOUSE NOW OWNED BY
 FZ1522'TOMMY B SHUTT ADDRESS 5004 SHATTALON DR.  POWER POLE HAS BEEN
 FZ1522'REMOVED ALL OTHER LOCATION DATA VERY GOOD.
 FZ1522
 FZ1522                          STATION RECOVERY (1996)
 FZ1522
 FZ1522'RECOVERY NOTE BY US POWER SQUADRON 1996
 FZ1522'MARK NOT FOUND.
 FZ1522
 FZ1522                          STATION RECOVERY (2004)
 FZ1522
 FZ1522'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2773 ***********************************************************************
 FY2773  DESIGNATION -  BROWN
 FY2773  PID         -  FY2773
 FY2773  STATE/COUNTY-  NC/WARREN
 FY2773  USGS QUAD   -  VICKSBORO (1970)
 FY2773
 FY2773                         *CURRENT SURVEY CONTROL
 FY2773  ___________________________________________________________________
 FY2773* NAD 83(2001)-  36 21 40.05478(N)    078 15 41.11314(W)     ADJUSTED  
 FY2773* NAVD 88     -       134.2    (meters)     440.     (feet)  VERTCON   
 FY2773  ___________________________________________________________________
 FY2773  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FY2773  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 FY2773  HORZ ORDER  -  SECOND
 FY2773  VERT ORDER  -  THIRD ? (See Below)
 FY2773
 FY2773.The horizontal coordinates were established by classical geodetic methods
 FY2773.and adjusted by the National Geodetic Survey in August 2005.
 FY2773
 FY2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2773.The vertical order pertains to the NGVD 29 superseded value.
 FY2773
 FY2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2773
 FY2773.The geoid height was determined by GEOID03.
 FY2773
 FY2773;                    North         East     Units Scale Factor Converg.
 FY2773;SPC NC       -   289,918.973   675,892.726   MT  1.00006008   +0 25 34.6
 FY2773;SPC NC       -   951,175.83  2,217,491.39   sFT  1.00006008   +0 25 34.6
 FY2773;UTM  17      - 4,027,486.947   745,719.494   MT  1.00034397   +1 37 28.0
 FY2773
 FY2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2773!SPC NC       -   0.99998413  x   1.00006008  =   1.00004421
 FY2773!UTM  17      -   0.99998413  x   1.00034397  =   1.00032809
 FY2773
 FY2773:                Primary Azimuth Mark                     Grid Az
 FY2773:SPC NC       -  AXTELL                                   069 56 52.1
 FY2773:UTM  17      -  AXTELL                                   068 44 58.7
 FY2773
 FY2773|---------------------------------------------------------------------|
 FY2773| PID    Reference Object                     Distance      Geod. Az  |
 FY2773|                                                           dddmmss.s |
 FY2773| FY2770 AXTELL                              472.259 METERS 0702226.7 |
 FY2773| FY2775 CEDAR                               APPROX. 1.7 KM 2694245.8 |
 FY2773|---------------------------------------------------------------------|
 FY2773
 FY2773                          SUPERSEDED SURVEY CONTROL
 FY2773
 FY2773  NAD 83(1993)-  36 21 40.05632(N)    078 15 41.11434(W) AD(       ) 2
 FY2773  NAD 83(1986)-  36 21 40.05306(N)    078 15 41.12353(W) AD(       ) 2
 FY2773  NAD 27      -  36 21 39.52712(N)    078 15 42.14352(W) AD(       ) 2
 FY2773  NGVD 29 (07/19/86)  134.5    (m)          441.     (f) LEVELING    3  
 FY2773
 FY2773.Superseded values are not recommended for survey control.
 FY2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2773.See file dsdata.txt to determine how the superseded data were derived.
 FY2773
 FY2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4571927487(NAD 83)
 FY2773_MARKER: DE = TRAVERSE STATION DISK
 FY2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2773_STAMPING: BROWN 1969
 FY2773_MARK LOGO: NCGS  
 FY2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2773+STABILITY: SURFACE MOTION
 FY2773
 FY2773  HISTORY     - Date     Condition        Report By
 FY2773  HISTORY     - 1969     MONUMENTED       NCGS
 FY2773
 FY2773                          STATION DESCRIPTION
 FY2773
 FY2773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2773'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2773'IN THE VICINITY OF WARRENTON, NORTH CAROLINA.
 FY2773'
 FY2773'BROWN IS LOCATED APPROXIMATELY 6.5 MILES WSW OF WARRENTON.  TO
 FY2773'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401 AND SR 1001
 FY2773'IN WARRENTON, GO WEST ON SR 1001 FOR 6.8 MILES TO INTERSECTION OF
 FY2773'SR 1001 AND SR 1100, CONTINUE ON SR 1001 FOR 0.3 MILE TO STATION
 FY2773'ON LEFT AND APPROXIMATELY 150 FEET WEST OF DIRT ROAD.
 FY2773'
 FY2773'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2773'BROWN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2773'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY2773'
 FY2773'MARK IS
 FY2773'
 FY2773'33.8 FT S OF C/L OF SR 1001
 FY2773'
 FY2773'73.4 FT SSE OF 16 INCH PINE ON N SIDE OF SR 1001, AND WITH
 FY2773'ALUMINUM REF. TAG
 FY2773'
 FY2773'79.0 FT SSW OF 14 INCH PINE ON N SIDE OF SR 1001, AND WITH
 FY2773'ALUMINUM REF. TAG
 FY2773'
 FY2773'85.0 FT W OF 6 INCH PINE WITH ALUMINUM REF. TAG
 FY2773'
 FY2773'73.6 FT S OF 10 INCH PINE ON N SIDE OF SR 1001, AND WITH
 FY2773'ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2899 ***********************************************************************
 FY2899  DESIGNATION -  BROWN
 FY2899  PID         -  FY2899
 FY2899  STATE/COUNTY-  NC/WAKE
 FY2899  USGS QUAD   -  CREEDMOOR (1990)
 FY2899
 FY2899                         *CURRENT SURVEY CONTROL
 FY2899  ___________________________________________________________________
 FY2899* NAD 83(2001)-  36 00 33.67578(N)    078 41 15.87694(W)     ADJUSTED  
 FY2899* NAVD 88     -       115.2    (meters)     378.     (feet)  VERTCON   
 FY2899  ___________________________________________________________________
 FY2899  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 FY2899  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 FY2899  HORZ ORDER  -  SECOND
 FY2899
 FY2899.The horizontal coordinates were established by classical geodetic methods
 FY2899.and adjusted by the National Geodetic Survey in August 2005.
 FY2899
 FY2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2899
 FY2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2899
 FY2899.The geoid height was determined by GEOID03.
 FY2899
 FY2899;                    North         East     Units Scale Factor Converg.
 FY2899;SPC NC       -   250,682.897   637,750.908   MT  0.99995989   +0 10 48.8
 FY2899;SPC NC       -   822,448.80  2,092,354.44   sFT  0.99995989   +0 10 48.8
 FY2899;UTM  17      - 3,987,458.947   708,391.173   MT  1.00013513   +1 21 35.7
 FY2899
 FY2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2899!SPC NC       -   0.99998695  x   0.99995989  =   0.99994684
 FY2899!UTM  17      -   0.99998695  x   1.00013513  =   1.00012208
 FY2899
 FY2899|---------------------------------------------------------------------|
 FY2899| PID    Reference Object                     Distance      Geod. Az  |
 FY2899|                                                           dddmmss.s |
 FY2899| FY1968 RUDD                                308.342 METERS 16246     |
 FY2899| FY2892 AIKEN                               APPROX. 2.0 KM 3361148.5 |
 FY2899|---------------------------------------------------------------------|
 FY2899
 FY2899                          SUPERSEDED SURVEY CONTROL
 FY2899
 FY2899  NAD 83(1993)-  36 00 33.68314(N)    078 41 15.89361(W) AD(       ) 2
 FY2899  NAD 83(1986)-  36 00 33.68265(N)    078 41 15.89356(W) AD(       ) 2
 FY2899  NAD 27      -  36 00 33.15119(N)    078 41 16.87330(W) AD(       ) 2
 FY2899  NGVD 29 (07/19/86)  115.5    (m)          379.     (f) VERT ANG    3  
 FY2899
 FY2899.Superseded values are not recommended for survey control.
 FY2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2899.See file dsdata.txt to determine how the superseded data were derived.
 FY2899
 FY2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0839187459(NAD 83)
 FY2899_MARKER: DE = TRAVERSE STATION DISK
 FY2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2899_STAMPING: BROWN 1970
 FY2899_MARK LOGO: NCGS  
 FY2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2899+STABILITY: SURFACE MOTION
 FY2899
 FY2899  HISTORY     - Date     Condition        Report By
 FY2899  HISTORY     - 1970     MONUMENTED       NCGS
 FY2899
 FY2899                          STATION DESCRIPTION
 FY2899
 FY2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FY2899'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2899'THE VICINITY OF NORTHWEST WAKE COUNTY.
 FY2899'
 FY2899'BROWN IS LOCATED APPROXIMATELY 16.0 MILES NORTH OF RALEIGH AND 10.1
 FY2899'MILES WEST OF WAKE FOREST.  TO REACH STATION PROCEED FROM THE
 FY2899'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF
 FY2899'RALEIGH, GO NORTH ON NC 50 FOR 1.15 MILES TO Y INTERSECTION OF
 FY2899'NC 50 AND SR 1831, CONTINUE NORTH ON NC 50 FOR 0.35 MILE TO
 FY2899'STATION ON RIGHT, ON TOP OF BANK NEAR POWER LINE, AND 0.4 MILE
 FY2899'SOUTH OF BRIDGE OVER NEUSE RIVER.
 FY2899'
 FY2899'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN
 FY2899'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2899'FLUSH WITH THE SURFACE OF THE GROUND.
 FY2899'
 FY2899'MARK IS
 FY2899'36.3 FEET E OF C/L OF NC 50.
 FY2899'3.8 FEET E OF EDGE OF BANK.
 FY2899'42.1 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 FY2899'38.1 FEET W OF ALUMINUM REF. TAG ON 10 INCH PINE TREE.
 FY2899'51.0 FEET NW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE.
 FY2899'61.7 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 34.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3905 ***********************************************************************
 FX3905  DESIGNATION -  BROWN
 FX3905  PID         -  FX3905
 FX3905  STATE/COUNTY-  NC/GATES
 FX3905  USGS QUAD   -  GATESVILLE (1990)
 FX3905
 FX3905                         *CURRENT SURVEY CONTROL
 FX3905  ___________________________________________________________________
 FX3905* NAD 83(2001)-  36 24 12.00082(N)    076 45 07.08515(W)     ADJUSTED  
 FX3905* NAVD 88     -         4.3    (meters)      14.     (feet)  VERTCON   
 FX3905  ___________________________________________________________________
 FX3905  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 FX3905  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 FX3905  HORZ ORDER  -  SECOND
 FX3905
 FX3905.The horizontal coordinates were established by classical geodetic methods
 FX3905.and adjusted by the National Geodetic Survey in August 2005.
 FX3905
 FX3905.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3905
 FX3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3905
 FX3905.The geoid height was determined by GEOID03.
 FX3905
 FX3905;                    North         East     Units Scale Factor Converg.
 FX3905;SPC NC       -   296,639.609   811,252.750   MT  1.00007466   +1 17 51.0
 FX3905;SPC NC       -   973,225.12  2,661,585.06   sFT  1.00007466   +1 17 51.0
 FX3905;UTM  18      - 4,030,111.236   342,899.929   MT  0.99990409   -1 02 23.8
 FX3905
 FX3905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3905!SPC NC       -   1.00000497  x   1.00007466  =   1.00007964
 FX3905!UTM  18      -   1.00000497  x   0.99990409  =   0.99990906
 FX3905
 FX3905|---------------------------------------------------------------------|
 FX3905| PID    Reference Object                     Distance      Geod. Az  |
 FX3905|                                                           dddmmss.s |
 FX3905| FX3906 PURINA                              298.065 METERS 16748     |
 FX3905| FX3904 HAYES                               430.249 METERS 2730025.3 |
 FX3905|---------------------------------------------------------------------|
 FX3905
 FX3905                          SUPERSEDED SURVEY CONTROL
 FX3905
 FX3905  NAD 83(1993)-  36 24 12.00157(N)    076 45 07.09076(W) AD(       ) 2
 FX3905  NAD 83(1986)-  36 24 12.01240(N)    076 45 07.10187(W) AD(       ) 2
 FX3905  NAD 27      -  36 24 11.45422(N)    076 45 08.26308(W) AD(       ) 2
 FX3905  NGVD 29 (07/19/86)    4.7    (m)           15.     (f) VERT ANG    3  
 FX3905
 FX3905.Superseded values are not recommended for survey control.
 FX3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3905.See file dsdata.txt to determine how the superseded data were derived.
 FX3905
 FX3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4290030111(NAD 83)
 FX3905_MARKER: DH = HORIZONTAL CONTROL DISK
 FX3905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3905_STAMPING: BROWN 1973
 FX3905_MARK LOGO: NCGS  
 FX3905_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3905+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994
 FX3905
 FX3905  HISTORY     - Date     Condition        Report By
 FX3905  HISTORY     - 1973     MONUMENTED       NCGS
 FX3905  HISTORY     - 1980     GOOD             NCGS
 FX3905  HISTORY     - 1985     GOOD             USPSQD
 FX3905  HISTORY     - 19940627 GOOD             NCGS
 FX3905
 FX3905                          STATION DESCRIPTION
 FX3905
 FX3905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX3905'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX3905'VICINITY OF GATESVILLE, NORTH CAROLINA.
 FX3905'
 FX3905'BROWN IS LOCATED IN GATESVILLE.  STATION IS LOCATED IN GATESVILLE, ON
 FX3905'SE SIDE OF INTERSECTION OF NC 37 AND NC 137, APPROXIMATELY 40 FEET
 FX3905'SOUTH OF METAL HISTORIC SIGN, AND ON TOP STEP BY CURB OF STREET IN
 FX3905'FRONT OF 2 STORY HOME.
 FX3905'
 FX3905'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN
 FX3905'1973, SET IN DRILL HOLE IN CONCRETE STEP, FLUSH WITH THE GROUND.
 FX3905'
 FX3905'MARK IS
 FX3905'20.9 FEET E OF C/L OF NC 37.
 FX3905'0.4 FEET S OF NORTH END OF STEP.
 FX3905'35.0 FEET S OF THE WILLIAM P. ROBERTS HISTORICAL SIGN.
 FX3905'16.2 FEET S OF PP NO. S230-P 1743-XF 72 W/ALUMINUM REF. TAG.
 FX3905'2.6 FEET E OF C/L OF METAL CATCH BASIN.
 FX3905
 FX3905                          STATION RECOVERY (1980)
 FX3905
 FX3905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX3905'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3905
 FX3905                          STATION RECOVERY (1985)
 FX3905
 FX3905'RECOVERY NOTE BY US POWER SQUADRON 1985 (TC)
 FX3905'RECOVERED IN GOOD CONDITION.
 FX3905
 FX3905                          STATION RECOVERY (1994)
 FX3905
 FX3905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX3905'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4650 ***********************************************************************
 FA4650  DESIGNATION -  BROWN
 FA4650  PID         -  FA4650
 FA4650  STATE/COUNTY-  NC/DAVIE
 FA4650  USGS QUAD   -  MOCKSVILLE (1994)
 FA4650
 FA4650                         *CURRENT SURVEY CONTROL
 FA4650  ___________________________________________________________________
 FA4650* NAD 83(2001)-  35 53 37.33316(N)    080 33 22.47013(W)     ADJUSTED  
 FA4650* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 FA4650  ___________________________________________________________________
 FA4650  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 FA4650  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 FA4650  HORZ ORDER  -  SECOND
 FA4650
 FA4650.The horizontal coordinates were established by classical geodetic methods
 FA4650.and adjusted by the National Geodetic Survey in August 2005.
 FA4650
 FA4650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4650
 FA4650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4650
 FA4650.The geoid height was determined by GEOID03.
 FA4650
 FA4650;                    North         East     Units Scale Factor Converg.
 FA4650;SPC NC       -   238,908.156   469,111.523   MT  0.99993524   -0 53 53.6
 FA4650;SPC NC       -   783,817.84  1,539,076.72   sFT  0.99993524   -0 53 53.6
 FA4650;UTM  17      - 3,972,249.667   540,048.610   MT  0.99961976   +0 15 36.6
 FA4650
 FA4650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4650!SPC NC       -   0.99996626  x   0.99993524  =   0.99990150
 FA4650!UTM  17      -   0.99996626  x   0.99961976  =   0.99958603
 FA4650
 FA4650                          SUPERSEDED SURVEY CONTROL
 FA4650
 FA4650  NAD 83(1986)-  35 53 37.34293(N)    080 33 22.47594(W) AD(       ) 2
 FA4650  NGVD 29 (02/28/92)  247.5    (m)          812.     (f) H LEVEL     3  
 FA4650
 FA4650.Superseded values are not recommended for survey control.
 FA4650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4650.See file dsdata.txt to determine how the superseded data were derived.
 FA4650
 FA4650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4004972250(NAD 83)
 FA4650_MARKER: DE = TRAVERSE STATION DISK
 FA4650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4650_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4650+STABILITY: SURFACE MOTION
 FA4650
 FA4650  HISTORY     - Date     Condition        Report By
 FA4650  HISTORY     - 1983     MONUMENTED       NCGS
 FA4650
 FA4650                          STATION DESCRIPTION
 FA4650
 FA4650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4650'THE STATION IS IN MOCKSVILLE.
 FA4650'
 FA4650'AT THE INTERSECTION OF RAILROAD STREET AND DEPOT ST, BETWEEN THE CURB
 FA4650'AND SIDEWALK, IN FRONT OF A LARGE BRICK WAREHOUSE.
 FA4650'
 FA4650'THE STATION IS A STANDARD NCGS DISK STAMPED--BROWN 1983---, SET INTO
 FA4650'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER RECESSED
 FA4650'1 INCH BELOW GROUND.  LOCATED 61.2 FT NORTHEAST OF THE CENTERLINE OF
 FA4650'DEPOT STREET, 2.7 FT NORTH-NORTHEAST OF THE CURB, 7.2 FT SOUTH OF
 FA4650'THE SOUTHWEST CORNER OF BROWNS WAREHOUSE (473 DEPOT STREET), 40.8 FT
 FA4650'WEST OF A CGS BENCH MARK (L 42 1932--IN THE FOUNDATION WALL AT THE
 FA4650'SOUTHEAST CORNER OF THE WAREHOUSE), 48.6 FT WEST-NORTHWEST OF A FIRE
 FA4650'HYDRANT IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION, AND 20.1 FT
 FA4650'EAST-SOUTHEAST OF THE SERVICE POLE AND TELEPHONE POLE (1) WITH A
 FA4650'REFERENCE TAG.
 FA4650'
 FA4650'MARK IS LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2933 ***********************************************************************
 FZ2933  DESIGNATION -  BROWN
 FZ2933  PID         -  FZ2933
 FZ2933  STATE/COUNTY-  NC/WATAUGA
 FZ2933  USGS QUAD   -  DEEP GAP (1998)
 FZ2933
 FZ2933                         *CURRENT SURVEY CONTROL
 FZ2933  ___________________________________________________________________
 FZ2933* NAD 83(2007)-  36 14 19.81686(N)    081 33 39.37333(W)     ADJUSTED  
 FZ2933* NAVD 88     -       999.5    (meters)    3279.     (feet)  VERTCON   
 FZ2933  ___________________________________________________________________
 FZ2933  EPOCH DATE  -        2002.00
 FZ2933  X           -     755,970.792 (meters)                     COMP
 FZ2933  Y           -  -5,095,383.458 (meters)                     COMP
 FZ2933  Z           -   3,750,171.781 (meters)                     COMP
 FZ2933  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 FZ2933  ELLIP HEIGHT-         968.047 (meters)          (02/10/07) ADJUSTED
 FZ2933  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FZ2933
 FZ2933  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2933  Type    PID    Designation                      North   East  Ellip
 FZ2933  -------------------------------------------------------------------
 FZ2933  NETWORK FZ2933 BROWN                             0.82   0.84   1.98
 FZ2933  -------------------------------------------------------------------
 FZ2933
 FZ2933.The horizontal coordinates were established by GPS observations
 FZ2933.and adjusted by the National Geodetic Survey in February 2007.
 FZ2933
 FZ2933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2933.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2933.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2933.The epoch date for horizontal control is a decimal equivalence
 FZ2933.of Year/Month/Day.
 FZ2933
 FZ2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2933
 FZ2933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2933
 FZ2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2933
 FZ2933.The ellipsoidal height was determined by GPS observations
 FZ2933.and is referenced to NAD 83.
 FZ2933
 FZ2933.The geoid height was determined by GEOID03.
 FZ2933
 FZ2933;                    North         East     Units Scale Factor Converg.
 FZ2933;SPC NC       -   279,071.425   379,416.658   MT  1.00002094   -1 28 41.1
 FZ2933;SPC NC       -   915,586.83  1,244,802.82   sFT  1.00002094   -1 28 41.1
 FZ2933;UTM  17      - 4,010,585.467   449,596.715   MT  0.99963130   -0 19 53.8
 FZ2933
 FZ2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2933!SPC NC       -   0.99984809  x   1.00002094  =   0.99986903
 FZ2933!UTM  17      -   0.99984809  x   0.99963130  =   0.99947945
 FZ2933
 FZ2933                          SUPERSEDED SURVEY CONTROL
 FZ2933
 FZ2933  NAD 83(2001)-  36 14 19.81667(N)    081 33 39.37260(W) AD(       ) 1
 FZ2933  ELLIP H (03/27/03)  968.034  (m)                       GP(       ) 4 2
 FZ2933  NAD 83(1995)-  36 14 19.81746(N)    081 33 39.37270(W) AD(       ) 1
 FZ2933  NAD 83(1993)-  36 14 19.82275(N)    081 33 39.37734(W) AD(       ) 1
 FZ2933  NAD 83(1986)-  36 14 19.82841(N)    081 33 39.38051(W) AD(       ) 2
 FZ2933  NAD 83(1986)-  36 14 19.82841(N)    081 33 39.38051(W) AD(       ) 1
 FZ2933  NGVD 29 (09/17/93)  999.6    (m)         3280.     (f) GPS OBS     3  
 FZ2933
 FZ2933.Superseded values are not recommended for survey control.
 FZ2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2933.See file dsdata.txt to determine how the superseded data were derived.
 FZ2933
 FZ2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4959710585(NAD 83)
 FZ2933_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2933_SP_SET: CONCRETE POST
 FZ2933_STAMPING: BROWN 1988
 FZ2933_MARK LOGO: NCGS  
 FZ2933_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2933+STABILITY: SURFACE MOTION
 FZ2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2933+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 FZ2933
 FZ2933  HISTORY     - Date     Condition        Report By
 FZ2933  HISTORY     - 1988     MONUMENTED       NCGS
 FZ2933  HISTORY     - 20060525 GOOD             USPSQD
 FZ2933
 FZ2933                          STATION DESCRIPTION
 FZ2933
 FZ2933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2933'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) WEST OF DEEP GAP, 7.0 MI
 FZ2933'(11.3 KM) EAST OF BOONE, AND ABOUT 0.5 MI (0.8 KM) NORTH OF PARKWAY
 FZ2933'SCHOOL.
 FZ2933'PROCEED ALONG SR 1357 (OLD NC 60) FOR 0.7 MI (1.1 KM) NORTH AND THENCE
 FZ2933'WEST FROM US 221-421 AT LAXON AND LAUREL SPRINGS CHURCH, THENCE
 FZ2933'NORTHWEST ALONG SR 1353 (HARDIN ROAD) FOR 0.15 MI (0.24 KM) TO A
 FZ2933'PASTURE GATE (JUST PAST KENT BROWN RESIDENCE), THENCE NORTHEAST TO
 FZ2933'TOP OF HILL, AT FENCE CORNERS.
 FZ2933'LOCATED ABOUT 800 FT (243.8 M) NORTHEAST OF THE CENTERLINE OF ROAD,
 FZ2933'61.5 FT (18.7 M) WEST OF AN 8-INCH PINE--AND 26.7 FT (8.1 M)
 FZ2933'SOUTHWEST OF A FENCE CORNER, 59.9 FT (18.3 M) SOUTHEAST OF A FENCE
 FZ2933'CORNER, 7.2 FT (2.2 M) WEST-NORTHWEST OF A FENCE POST--ALL THREE WITH
 FZ2933'REFERENCE TAGS.
 FZ2933
 FZ2933                          STATION RECOVERY (2006)
 FZ2933
 FZ2933'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2933'FROM NEW US421, LEFT ON HARDEN ROAD (SR1353) TO 254 HARDEN RD. UP
 FZ2933'DRIVE TO TOP OF HILL ON NEW DRIVEWAY AND NEW HOUSE. MARK NEAR FENCES
 FZ2933'WITH REF TAGS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5368 ***********************************************************************
 FA5368  DESIGNATION -  BROWN
 FA5368  PID         -  FA5368
 FA5368  STATE/COUNTY-  NC/ALEXANDER
 FA5368  USGS QUAD   -  BETHLEHEM (1993)
 FA5368
 FA5368                         *CURRENT SURVEY CONTROL
 FA5368  ___________________________________________________________________
 FA5368* NAD 83(2007)-  35 50 44.57177(N)    081 17 49.02910(W)     ADJUSTED  
 FA5368* NAVD 88     -       327.1    (meters)    1073.     (feet)  VERTCON   
 FA5368  ___________________________________________________________________
 FA5368  EPOCH DATE  -        2002.00
 FA5368  X           -     783,240.714 (meters)                     COMP
 FA5368  Y           -  -5,116,680.831 (meters)                     COMP
 FA5368  Z           -   3,714,501.013 (meters)                     COMP
 FA5368  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FA5368  ELLIP HEIGHT-         294.667 (meters)          (02/10/07) ADJUSTED
 FA5368  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 FA5368
 FA5368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5368  Type    PID    Designation                      North   East  Ellip
 FA5368  -------------------------------------------------------------------
 FA5368  NETWORK FA5368 BROWN                             0.57   0.49   1.31
 FA5368  -------------------------------------------------------------------
 FA5368
 FA5368.The horizontal coordinates were established by GPS observations
 FA5368.and adjusted by the National Geodetic Survey in February 2007.
 FA5368
 FA5368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5368.The horizontal coordinates are valid at the epoch date displayed above.
 FA5368.The epoch date for horizontal control is a decimal equivalence
 FA5368.of Year/Month/Day.
 FA5368
 FA5368.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5368
 FA5368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5368
 FA5368.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5368
 FA5368.The ellipsoidal height was determined by GPS observations
 FA5368.and is referenced to NAD 83.
 FA5368
 FA5368.The geoid height was determined by GEOID03.
 FA5368
 FA5368;                    North         East     Units Scale Factor Converg.
 FA5368;SPC NC       -   234,882.935   402,130.688   MT  0.99992621   -1 19 32.6
 FA5368;SPC NC       -   770,611.76  1,319,323.77   sFT  0.99992621   -1 19 32.6
 FA5368;UTM  17      - 3,966,876.837   473,184.303   MT  0.99960886   -0 10 26.0
 FA5368
 FA5368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5368!SPC NC       -   0.99995375  x   0.99992621  =   0.99987997
 FA5368!UTM  17      -   0.99995375  x   0.99960886  =   0.99956263
 FA5368
 FA5368                          SUPERSEDED SURVEY CONTROL
 FA5368
 FA5368  NAD 83(2001)-  35 50 44.57199(N)    081 17 49.02897(W) AD(       ) 1
 FA5368  ELLIP H (03/13/03)  294.659  (m)                       GP(       ) 4 2
 FA5368  NAD 83(1986)-  35 50 44.57781(N)    081 17 49.03387(W) AD(       ) 1
 FA5368  NGVD 29 (11/04/93)  327.3    (m)         1074.     (f) GPS OBS     3  
 FA5368
 FA5368.Superseded values are not recommended for survey control.
 FA5368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5368.See file dsdata.txt to determine how the superseded data were derived.
 FA5368
 FA5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7318466877(NAD 83)
 FA5368_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5368_SP_SET: CONCRETE POST
 FA5368_STAMPING: BROWN 1991
 FA5368_MARK LOGO: NCGS  
 FA5368_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5368+STABILITY: SURFACE MOTION
 FA5368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5368+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5368
 FA5368  HISTORY     - Date     Condition        Report By
 FA5368  HISTORY     - 1991     MONUMENTED       NCGS
 FA5368
 FA5368                          STATION DESCRIPTION
 FA5368
 FA5368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5368'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF TAYLORSVILLE
 FA5368'AND 0.8 MI (1.3 KM) EAST-NORTHEAST OF BETHLEHEM.
 FA5368'PROCEED ALONG NC 127 FOR 2.9 MI (4.7 KM) NORTH FROM THE CATAWBA RIVER
 FA5368'BRIDGE (CATAWBA-ALEXANDER COUNTY LINE), THENCE NORTHEAST ALONG SR
 FA5368'1150 (TEAGUE TOWN ROAD) FOR 1.1 MI (1.8 KM) TO A METAL PASTURE GATE,
 FA5368'THENCE SOUTHEAST THROUGH THE GATE ALONG A PASTURE ROAD FOR 0.2 MI
 FA5368'(0.3 KM) TO AN ABANDONED FARM HOUSE AND THE STATION ABOUT 150 FT
 FA5368'(45.7 M) SOUTHEAST OF THE HOUSE AT A FENCE LINE. (CONTACT STEVE BROWN
 FA5368'PRODUCE COMPANY FOR A KEY TO THE GATE, 704-495-7084).
 FA5368'MARK IS ABOUT FLUSH WITH THE GROUND. LOCATED 1.2 M (3.9 FT) NORTH OF A
 FA5368'FIBERGLASS WITNESS POST, 59.5 M (195.2 FT) EAST-SOUTHEAST OF A
 FA5368'WELL--AND 43.45 M (142.55 FT) SOUTHEAST OF A POWER POLE WITH A
 FA5368'TRANSFORMER, 18.1 M (59.4 FT) EAST OF A FENCE POST, 6.05 M
 FA5368'(19.85 FT) WEST-NORTHWEST OF A FENCE POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6010 ***********************************************************************
 AE6010  DESIGNATION -  BROWN
 AE6010  PID         -  AE6010
 AE6010  STATE/COUNTY-  NC/PAMLICO
 AE6010  USGS QUAD   -  BAYBORO (1983)
 AE6010
 AE6010                         *CURRENT SURVEY CONTROL
 AE6010  ___________________________________________________________________
 AE6010* NAD 83(2001)-  35 08 01.92443(N)    076 52 24.70414(W)     ADJUSTED  
 AE6010* NAVD 88     -         7.606  (meters)      24.95   (feet)  ADJUSTED  
 AE6010  ___________________________________________________________________
 AE6010  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AE6010  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AE6010  DYNAMIC HT  -           7.599 (meters)      24.93  (feet)  COMP
 AE6010  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 AE6010
 AE6010  HORZ ORDER  -  SECOND
 AE6010  VERT ORDER  -  SECOND    CLASS II
 AE6010
 AE6010.The horizontal coordinates were established by classical geodetic methods
 AE6010.and adjusted by the National Geodetic Survey in August 2005.
 AE6010
 AE6010.The orthometric height was determined by differential leveling
 AE6010.and adjusted in June 1998.
 AE6010
 AE6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6010
 AE6010.The geoid height was determined by GEOID03.
 AE6010
 AE6010.The dynamic height is computed by dividing the NAVD 88
 AE6010.geopotential number by the normal gravity value computed on the
 AE6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6010.degrees latitude (g = 980.6199 gals.).
 AE6010
 AE6010.The modeled gravity was interpolated from observed gravity values.
 AE6010
 AE6010;                    North         East     Units Scale Factor Converg.
 AE6010;SPC NC       -   155,587.784   803,367.086   MT  0.99987470   +1 13 38.4
 AE6010;SPC NC       -   510,457.59  2,635,713.51   sFT  0.99987470   +1 13 38.4
 AE6010;UTM  18      - 3,889,495.072   329,305.929   MT  0.99995909   -1 04 42.4
 AE6010
 AE6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6010!SPC NC       -   1.00000467  x   0.99987470  =   0.99987937
 AE6010!UTM  18      -   1.00000467  x   0.99995909  =   0.99996376
 AE6010
 AE6010                          SUPERSEDED SURVEY CONTROL
 AE6010
 AE6010  NAD 83(1986)-  35 08 01.93470(N)    076 52 24.71385(W) AD(       ) 2
 AE6010  NGVD 29 (04/29/98)    7.91   (m)           26.0    (f) LEVELING    3  
 AE6010
 AE6010.Superseded values are not recommended for survey control.
 AE6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6010.See file dsdata.txt to determine how the superseded data were derived.
 AE6010
 AE6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2930689495(NAD 83)
 AE6010_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6010_STAMPING: BROWN 1984
 AE6010_MARK LOGO: NCGS  
 AE6010_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE6010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6010+STABILITY: SURFACE MOTION
 AE6010
 AE6010  HISTORY     - Date     Condition        Report By
 AE6010  HISTORY     - 1984     MONUMENTED       NCGS
 AE6010
 AE6010                          STATION DESCRIPTION
 AE6010
 AE6010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6010'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) WEST-SOUTHWEST OF
 AE6010'GRANTSBORO. ALONG NC 55 FOR 2.9 KM (1.80 MI) WEST OF NC 306 IN
 AE6010'GRANTSBORO, ON THE PROLONGATION OF THE WEST SIDE OF A FRAME HOUSE.
 AE6010'MARK IS RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED
 AE6010'5.55 M (18.21 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.76 M
 AE6010'(28.74 FT) WEST-NORTHWEST OF A DRIVEWAY CULVERT--AND 17.45 M (57.25
 AE6010'FT) WEST-NORTHWEST OF A 24-INCH PINE, 24.23 M (79.49 FT)
 AE6010'SOUTH-SOUTHEAST OF A TWIN PINE, 35.8 M (117.5 FT) EAST-NORTHEAST OF AN
 AE6010'18-INCH PINE--ALL THREE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9922 ***********************************************************************
 AE9922  DESIGNATION -  BROWN
 AE9922  PID         -  AE9922
 AE9922  STATE/COUNTY-  NC/MCDOWELL
 AE9922  USGS QUAD   -  ASHFORD (1993)
 AE9922
 AE9922                         *CURRENT SURVEY CONTROL
 AE9922  ___________________________________________________________________
 AE9922* NAD 83(2001)-  35 51 50.75520(N)    081 57 20.10105(W)     ADJUSTED  
 AE9922* NAVD 88     -       515.9    (meters)    1693.     (feet)  VERTCON   
 AE9922  ___________________________________________________________________
 AE9922  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 AE9922  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AE9922  HORZ ORDER  -  SECOND
 AE9922
 AE9922.The horizontal coordinates were established by classical geodetic methods
 AE9922.and adjusted by the National Geodetic Survey in August 2005.
 AE9922
 AE9922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9922
 AE9922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9922
 AE9922.The geoid height was determined by GEOID03.
 AE9922
 AE9922;                    North         East     Units Scale Factor Converg.
 AE9922;SPC NC       -   238,495.554   342,716.662   MT  0.99992959   -1 42 21.1
 AE9922;SPC NC       -   782,464.16  1,124,396.25   sFT  0.99992959   -1 42 21.1
 AE9922;UTM  17      - 3,969,296.695   413,726.731   MT  0.99969171   -0 33 35.6
 AE9922
 AE9922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9922!SPC NC       -   0.99992397  x   0.99992959  =   0.99985356
 AE9922!UTM  17      -   0.99992397  x   0.99969171  =   0.99961570
 AE9922
 AE9922                          SUPERSEDED SURVEY CONTROL
 AE9922
 AE9922  NAD 83(1995)-  35 51 50.75536(N)    081 57 20.10069(W) AD(       ) 2
 AE9922  NAD 83(1986)-  35 51 50.76325(N)    081 57 20.10172(W) AD(       ) 2
 AE9922  NGVD 29 (05/27/98)  516.0    (m)         1693.     (f) VERT ANG    3  
 AE9922
 AE9922.Superseded values are not recommended for survey control.
 AE9922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9922.See file dsdata.txt to determine how the superseded data were derived.
 AE9922
 AE9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1372769297(NAD 83)
 AE9922_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9922_STAMPING: BROWN 1986
 AE9922_MARK LOGO: NCGS  
 AE9922_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9922+STABILITY: SURFACE MOTION
 AE9922
 AE9922  HISTORY     - Date     Condition        Report By
 AE9922  HISTORY     - 1986     MONUMENTED       NCGS
 AE9922
 AE9922                          STATION DESCRIPTION
 AE9922
 AE9922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9922'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHWEST OF ASHFORD, AND
 AE9922'20.4 KM (12.65 MI) NORTH-NORTHEAST OF MARION. ALONG US 221 FOR 2.1 KM
 AE9922'(1.30 MI) SOUTHWEST FROM THE CLINCHFIELD RAILROAD OVERPASS, OR
 AE9922'APPROXIMATELY 200 FEET (61.0 M) NORTHWEST FROM BROWN CEMETERY, AT
 AE9922'POWER POLE (2/124). MARK IS FLUSH WITH GROUND AND 3-FEET HIGHER THAN
 AE9922'HIGHWAY. LOCATED 6.71 M (22.01 FT) NORTHWEST FROM THE CENTERLINE OF
 AE9922'THE HIGHWAY--AND 3.51 M (11.52 FT) SOUTHEAST FROM A POWER POLE
 AE9922'(2/124), 80.01 M (262.50 FT) SOUTHWEST FROM A POWER POLE (2/123),
 AE9922'58.22 M (191.01 FT) NORTHEAST FROM A POWER POLE (2/125), AND 63.7 M
 AE9922'(209.0 FT) EAST-NORTHEAST FROM A 20-INCH WALNUT AT EDGE OF THE
 AE9922'CEMETARY--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8179 ***********************************************************************
 AF8179  DESIGNATION -  BROWN
 AF8179  PID         -  AF8179
 AF8179  STATE/COUNTY-  NC/RUTHERFORD
 AF8179  USGS QUAD   -  RUTHERFORDTON SOUTH (1993)
 AF8179
 AF8179                         *CURRENT SURVEY CONTROL
 AF8179  ___________________________________________________________________
 AF8179* NAD 83(2001)-  35 16 39.62056(N)    081 53 45.73939(W)     ADJUSTED  
 AF8179* NAVD 88     -       298.9    (meters)     981.     (feet)  VERT ANG  
 AF8179  ___________________________________________________________________
 AF8179  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AF8179  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AF8179  HORZ ORDER  -  SECOND
 AF8179
 AF8179.The horizontal coordinates were established by classical geodetic methods
 AF8179.and adjusted by the National Geodetic Survey in August 2005.
 AF8179
 AF8179.The orthometric height was determined by vertical angle observations.
 AF8179
 AF8179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8179
 AF8179.The geoid height was determined by GEOID03.
 AF8179
 AF8179;                    North         East     Units Scale Factor Converg.
 AF8179;SPC NC       -   173,307.140   346,194.255   MT  0.99987269   -1 40 17.4
 AF8179;SPC NC       -   568,591.84  1,135,805.65   sFT  0.99987269   -1 40 17.4
 AF8179;UTM  17      - 3,904,204.605   418,511.043   MT  0.99968183   -0 31 03.1
 AF8179
 AF8179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8179!SPC NC       -   0.99995811  x   0.99987269  =   0.99983080
 AF8179!UTM  17      -   0.99995811  x   0.99968183  =   0.99963995
 AF8179
 AF8179                          SUPERSEDED SURVEY CONTROL
 AF8179
 AF8179  NAD 83(1986)-  35 16 39.63287(N)    081 53 45.74325(W) AD(       ) 2
 AF8179
 AF8179.Superseded values are not recommended for survey control.
 AF8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8179.See file dsdata.txt to determine how the superseded data were derived.
 AF8179
 AF8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1851104205(NAD 83)
 AF8179_MARKER: DE = TRAVERSE STATION DISK
 AF8179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8179_STAMPING: BROWN 1985
 AF8179_MARK LOGO: NCGS  
 AF8179_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8179+STABILITY: SURFACE MOTION
 AF8179
 AF8179  HISTORY     - Date     Condition        Report By
 AF8179  HISTORY     - 1985     MONUMENTED       NCGS
 AF8179
 AF8179                          STATION DESCRIPTION
 AF8179
 AF8179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8179'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORTHWEST OF HARRIS, AND
 AF8179'11.4 KM (7.10 MI) SOUTHEAST OF RUTHERFORDTON. ALONG US 221 FOR 2.1 KM
 AF8179'(1.30 MI) SOUTHEAST OF THE SR 2169 (US 221 TRUCK ROUTE, OAKLAND RD)
 AF8179'INTERSECTION, AT DANIELTOWN, OR 0.3 KM (0.20 MI) NORTHWEST OF HARRIS
 AF8179'SCHOOL DRIVE, ABOUT 80-FEET NORTH OF A DIRT DRIVE, IN EAST SHOULDER.
 AF8179'MARK IS RECESSED 4 INCHES BELOW GROUND. LOCATED 5.03 M (16.50 FT) EAST
 AF8179'OF THE CENTERLINE OF US 221, 20.57 M (67.49 FT) NORTH-NORTHWEST OF
 AF8179'18-INCH CORRUGATED METAL PIPE--AND 13.11 M (43.01 FT) EAST OF 24-INCH
 AF8179'WHITE OAK, 19.20 M (62.99 FT) SOUTHWEST OF POWER POLE NO. 162--BOTH
 AF8179'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9311 ***********************************************************************
 AF9311  DESIGNATION -  BROWN
 AF9311  PID         -  AF9311
 AF9311  STATE/COUNTY-  NC/STOKES
 AF9311  USGS QUAD   -  HANGING ROCK (1977)
 AF9311
 AF9311                         *CURRENT SURVEY CONTROL
 AF9311  ___________________________________________________________________
 AF9311* NAD 83(2007)-  36 27 18.42098(N)    080 21 19.24855(W)     ADJUSTED  
 AF9311* NAVD 88     -       466.9    (meters)    1532.     (feet)  VERTCON   
 AF9311  ___________________________________________________________________
 AF9311  EPOCH DATE  -        2002.00
 AF9311  X           -     860,554.744 (meters)                     COMP
 AF9311  Y           -  -5,063,901.222 (meters)                     COMP
 AF9311  Z           -   3,769,187.390 (meters)                     COMP
 AF9311  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AF9311  ELLIP HEIGHT-         433.654 (meters)          (02/10/07) ADJUSTED
 AF9311  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AF9311
 AF9311  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9311  Type    PID    Designation                      North   East  Ellip
 AF9311  -------------------------------------------------------------------
 AF9311  NETWORK AF9311 BROWN                             0.65   0.55   1.31
 AF9311  -------------------------------------------------------------------
 AF9311
 AF9311.The horizontal coordinates were established by GPS observations
 AF9311.and adjusted by the National Geodetic Survey in February 2007.
 AF9311
 AF9311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9311.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9311.The horizontal coordinates are valid at the epoch date displayed above.
 AF9311.The epoch date for horizontal control is a decimal equivalence
 AF9311.of Year/Month/Day.
 AF9311
 AF9311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9311
 AF9311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9311
 AF9311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9311
 AF9311.The ellipsoidal height was determined by GPS observations
 AF9311.and is referenced to NAD 83.
 AF9311
 AF9311.The geoid height was determined by GEOID03.
 AF9311
 AF9311;                    North         East     Units Scale Factor Converg.
 AF9311;SPC NC       -   300,932.450   488,096.604   MT  1.00009329   -0 46 56.2
 AF9311;SPC NC       -   987,309.21  1,601,363.61   sFT  1.00009329   -0 46 56.2
 AF9311;UTM  17      - 4,034,622.597   557,765.749   MT  0.99964111   +0 22 59.0
 AF9311
 AF9311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9311!SPC NC       -   0.99993195  x   1.00009329  =   1.00002523
 AF9311!UTM  17      -   0.99993195  x   0.99964111  =   0.99957308
 AF9311
 AF9311                          SUPERSEDED SURVEY CONTROL
 AF9311
 AF9311  NAD 83(2001)-  36 27 18.42156(N)    080 21 19.24864(W) AD(       ) 1
 AF9311  ELLIP H (03/13/03)  433.622  (m)                       GP(       ) 4 2
 AF9311  NAD 83(1986)-  36 27 18.42895(N)    080 21 19.25421(W) AD(       ) 1
 AF9311  NGVD 29 (07/20/98)  467.0    (m)         1532.     (f) GPS OBS     3  
 AF9311
 AF9311.Superseded values are not recommended for survey control.
 AF9311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9311.See file dsdata.txt to determine how the superseded data were derived.
 AF9311
 AF9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5776634623(NAD 83)
 AF9311_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9311_STAMPING: BROWN 1987
 AF9311_MARK LOGO: NCGS  
 AF9311_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9311+STABILITY: SURFACE MOTION
 AF9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9311+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF9311
 AF9311  HISTORY     - Date     Condition        Report By
 AF9311  HISTORY     - 1987     MONUMENTED       NCGS
 AF9311
 AF9311                          STATION DESCRIPTION
 AF9311
 AF9311'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (LWA)
 AF9311'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-NORTHWEST OF DANBURY,
 AF9311'AND ABOUT 8.2 KM (5.10 MI) EAST-SOUTHEAST OF WESTFIELD. PROCEED ALONG
 AF9311'NC 66 FOR 4.5 KM (2.80 MI) NORTHWEST FROM NC 268 TO THE SR 1190 (BROWN
 AF9311'MTN CH RD.) AND SR 1473 CROSSROAD AT BROWN MTN CHURCH, THENCE 1.6 KM
 AF9311'(1.00 MI) NORTHEAST ALONG SR 1473 TO METAL GATE AT WOODS RD ENTRANCE,
 AF9311'THENCE ABOUT 500-FEET SOUTH ALONG WOODS TO MAN MADE CUT, AND THE
 AF9311'STATION NEAR THE SOUTH EDGE. MARK PROJECTS 1 INCH ABOVE GROUND.
 AF9311'LOCATED 34.2 M (112.2 FT) SOUTHEAST OF BARBED WIRE FENCE POST (SLOPE),
 AF9311'54.2 M (177.8 FT) 178.0 FT) WEST OF SERVICE POLE WITH TRANSFORMER, 8.4
 AF9311'M (27.6 FT) WEST-NORTHWEST OF AN 8-INCH HICKORY, 16.7 M (54.8 FT)
 AF9311'SOUTHWEST OF 8-INCH DOGWOOD AND 23.2 M (76.1 FT) EAST OF A 10-INCH
 AF9311'HICKORY, ALL WITH REFERENCE TAGS. STATION RECOVERED AS DESCRIBED BY
 AF9311'NCGS IN MARCH 1993 AND FOUND TO BE IN GOOD CONDITION WITH THE
 AF9311'FOLLOWING ADDITIONS. SR 1473 IS VINEYARD ROAD AND THE STATION IS 97.0
 AF9311'FT (29.6 M) WEST-SOUTHWEST OF A METAL WELL HEAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4966 ***********************************************************************
 AJ4966  DESIGNATION -  BROWN
 AJ4966  PID         -  AJ4966
 AJ4966  STATE/COUNTY-  NC/BRUNSWICK
 AJ4966  USGS QUAD   -  BOLIVIA (1990)
 AJ4966
 AJ4966                         *CURRENT SURVEY CONTROL
 AJ4966  ___________________________________________________________________
 AJ4966* NAD 83(2007)-  34 03 46.93546(N)    078 11 57.12786(W)     ADJUSTED  
 AJ4966* NAVD 88     -        10.8    (meters)      35.     (feet)  GPS OBS   
 AJ4966  ___________________________________________________________________
 AJ4966  EPOCH DATE  -        2002.00
 AJ4966  X           -   1,081,717.945 (meters)                     COMP
 AJ4966  Y           -  -5,177,531.590 (meters)                     COMP
 AJ4966  Z           -   3,552,226.964 (meters)                     COMP
 AJ4966  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 AJ4966  ELLIP HEIGHT-         -25.608 (meters)          (02/10/07) ADJUSTED
 AJ4966  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 AJ4966
 AJ4966  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4966  Type    PID    Designation                      North   East  Ellip
 AJ4966  -------------------------------------------------------------------
 AJ4966  NETWORK AJ4966 BROWN                             0.67   0.55   2.04
 AJ4966  -------------------------------------------------------------------
 AJ4966
 AJ4966.The horizontal coordinates were established by GPS observations
 AJ4966.and adjusted by the National Geodetic Survey in February 2007.
 AJ4966
 AJ4966.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4966.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4966.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4966.The epoch date for horizontal control is a decimal equivalence
 AJ4966.of Year/Month/Day.
 AJ4966
 AJ4966.The orthometric height was determined by GPS observations and a
 AJ4966.high-resolution geoid model.
 AJ4966
 AJ4966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4966
 AJ4966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4966
 AJ4966.The ellipsoidal height was determined by GPS observations
 AJ4966.and is referenced to NAD 83.
 AJ4966
 AJ4966.The geoid height was determined by GEOID03.
 AJ4966
 AJ4966;                    North         East     Units Scale Factor Converg.
 AJ4966;SPC NC       -    35,025.649   683,533.603   MT  1.00008581   +0 27 43.9
 AJ4966;SPC NC       -   114,913.32  2,242,559.83   sFT  1.00008581   +0 27 43.9
 AJ4966;UTM  17      - 3,772,685.945   758,495.050   MT  1.00042378   +1 34 10.6
 AJ4966
 AJ4966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4966!SPC NC       -   1.00000402  x   1.00008581  =   1.00008983
 AJ4966!UTM  17      -   1.00000402  x   1.00042378  =   1.00042780
 AJ4966
 AJ4966                          SUPERSEDED SURVEY CONTROL
 AJ4966
 AJ4966  NAD 83(2001)-  34 03 46.93552(N)    078 11 57.12748(W) AD(       ) 1
 AJ4966  ELLIP H (03/13/03)  -25.604  (m)                       GP(       ) 4 2
 AJ4966  NAD 83(1986)-  34 03 46.94502(N)    078 11 57.13775(W) AD(       ) 1
 AJ4966
 AJ4966.Superseded values are not recommended for survey control.
 AJ4966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4966.See file dsdata.txt to determine how the superseded data were derived.
 AJ4966
 AJ4966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5849572686(NAD 83)
 AJ4966_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4966_SP_SET: TRAFFIC ISLAND
 AJ4966_STAMPING: BROWN 1998
 AJ4966_MARK LOGO: NCGS  
 AJ4966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4966+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 AJ4966
 AJ4966  HISTORY     - Date     Condition        Report By
 AJ4966  HISTORY     - 1998     MONUMENTED       NCGS
 AJ4966  HISTORY     - 19981209 GOOD             NCGS
 AJ4966  HISTORY     - 20040610 GOOD             USPSQD
 AJ4966  HISTORY     - 20050826 GOOD             USPSQD
 AJ4966
 AJ4966                          STATION DESCRIPTION
 AJ4966
 AJ4966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4966'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) WEST OF BOLIVIA AND 5.2 MI
 AJ4966'(8.4 KM) NORTHEAST OF SUPPLY.  PROCEED ALONG US 17 BUSINESS (OLD OCEAN
 AJ4966'HIGHWAY) FOR 0.45 MI (0.72 KM) SOUTHWEST FROM THE POST OFFICE IN
 AJ4966'BOLIVIA TO SR 1401 (GALLOWAY ROAD) , THENCE NORTHWEST ALONG SR 1401
 AJ4966'FOR 1.2 MI (1.9 KM) TO US 17, THENCE SOUTHWEST ALONG US 17 SOUTHBOUND
 AJ4966'FOR 1.7 MI (2.7 KM) TO SR 1402 (RANDOLPHVILLE ROAD) AND THE STATION,
 AJ4966'IN THE NORTHWESTERN TRAFFIC ISLAND.  MARK IS ABOUT 1-FT HIGHER THAN US
 AJ4966'17 SOUTHBOUND LANES AND FLUSH WITH THE TOP OF THE TRAFFIC ISLAND.
 AJ4966'LOCATED 38.8 FT (11.8 M) NORTH OF THE CENTERLINE OF US 17 SOUTHBOUND
 AJ4966'LANES, 15.2 FT (4.6 M) NORTH-NORTHWEST OF THE SOUTHERN END OF THE
 AJ4966'TRAFFIC ISLAND, AND 71.3 FT (21.7 M) SOUTH-SOUTHEAST OF THE NORTHERN
 AJ4966'END OF THE TRAFFIC ISLAND.
 AJ4966
 AJ4966                          STATION RECOVERY (1998)
 AJ4966
 AJ4966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4966'RECOVERED AS DESCRIBED.
 AJ4966
 AJ4966                          STATION RECOVERY (2004)
 AJ4966
 AJ4966'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 AJ4966'RECOVERED IN GOOD CONDITION.
 AJ4966
 AJ4966                          STATION RECOVERY (2005)
 AJ4966
 AJ4966'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AJ4966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5613 ***********************************************************************
 DG5613  DESIGNATION -  BROWN
 DG5613  PID         -  DG5613
 DG5613  STATE/COUNTY-  NC/HENDERSON
 DG5613  USGS QUAD   -  HORSE SHOE (1991)
 DG5613
 DG5613                         *CURRENT SURVEY CONTROL
 DG5613  ___________________________________________________________________
 DG5613* NAD 83(2007)-  35 16 44.31726(N)    082 32 01.32779(W)     ADJUSTED  
 DG5613* NAVD 88     -       668.3    (meters)    2193.     (feet)  GPS OBS   
 DG5613  ___________________________________________________________________
 DG5613  EPOCH DATE  -        2002.00
 DG5613  X           -     677,410.121 (meters)                     COMP
 DG5613  Y           -  -5,168,933.596 (meters)                     COMP
 DG5613  Z           -   3,663,545.183 (meters)                     COMP
 DG5613  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 DG5613  ELLIP HEIGHT-         637.787 (meters)          (02/10/07) ADJUSTED
 DG5613  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DG5613
 DG5613  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5613  Type    PID    Designation                      North   East  Ellip
 DG5613  -------------------------------------------------------------------
 DG5613  NETWORK DG5613 BROWN                             0.49   0.45   1.06
 DG5613  -------------------------------------------------------------------
 DG5613
 DG5613.The horizontal coordinates were established by GPS observations
 DG5613.and adjusted by the National Geodetic Survey in February 2007.
 DG5613
 DG5613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5613.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5613.The horizontal coordinates are valid at the epoch date displayed above.
 DG5613.The epoch date for horizontal control is a decimal equivalence
 DG5613.of Year/Month/Day.
 DG5613
 DG5613.The orthometric height was determined by GPS observations and a
 DG5613.high-resolution geoid model.
 DG5613
 DG5613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5613
 DG5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5613
 DG5613.The ellipsoidal height was determined by GPS observations
 DG5613.and is referenced to NAD 83.
 DG5613
 DG5613.The geoid height was determined by GEOID03.
 DG5613
 DG5613;                    North         East     Units Scale Factor Converg.
 DG5613;SPC NC       -   175,329.984   288,223.508   MT  0.99987270   -2 02 22.4
 DG5613;SPC NC       -   575,228.46    945,613.29   sFT  0.99987270   -2 02 22.4
 DG5613;UTM  17      - 3,905,059.625   360,518.209   MT  0.99983976   -0 53 09.4
 DG5613
 DG5613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5613!SPC NC       -   0.99989990  x   0.99987270  =   0.99977261
 DG5613!UTM  17      -   0.99989990  x   0.99983976  =   0.99973968
 DG5613
 DG5613                          SUPERSEDED SURVEY CONTROL
 DG5613
 DG5613  NAD 83(1986)-  35 16 44.32275(N)    082 32 01.32675(W) AD(       ) 1
 DG5613  NAD 83(2001)-  35 16 44.31768(N)    082 32 01.32784(W) AD(       ) 1
 DG5613  ELLIP H (05/19/04)  637.800  (m)                       GP(       ) 5 1
 DG5613
 DG5613.Superseded values are not recommended for survey control.
 DG5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5613.See file dsdata.txt to determine how the superseded data were derived.
 DG5613
 DG5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6051805060(NAD 83)
 DG5613_MARKER: DH = HORIZONTAL CONTROL DISK
 DG5613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5613_STAMPING: BROWN 1997
 DG5613_MARK LOGO: NCGS  
 DG5613_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5613+STABILITY: SURFACE MOTION
 DG5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5613+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG5613
 DG5613  HISTORY     - Date     Condition        Report By
 DG5613  HISTORY     - 1997     MONUMENTED       NCGS
 DG5613
 DG5613                          STATION DESCRIPTION
 DG5613
 DG5613'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG5613'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHEAST OF ETOWAH AND 4.9
 DG5613'MI (7.9 KM) WEST-SOUTHWEST OF HENDERSONVILLE. PROCEED ALONG SR 1171
 DG5613'(CUMMINGS RD) FOR 2.45 MI (3.94 KM) SOUTH FROM THE US 64 BRIDGE OVER
 DG5613'THE FRENCH BROAD RIVER, THENCE SOUTH FOR 1.65 MI (2.66 KM) ALONG SR
 DG5613'1210 (BIG WILLOW RD), THENCE EAST FOR 1.1 MI (1.8 KM) ALONG SR 1191
 DG5613'(WILLOW RD) TO A GRAVEL PULLOFF AND THE STATION NEAR POWER POLE. MARK
 DG5613'IS ABOUT 2-FT LOWER THAN ROAD AND RECESSED 2-INCHES BELOW THE GROUND.
 DG5613'LOCATED 26.5 FT (8.1 M) SOUTH OF THE CENTERLINE INTERSECTION OF WILLOW
 DG5613'ROAD AND A GRAVEL DRIVEWAY, 163.5 FT (49.8 M) EAST OF A POWER POLE AND
 DG5613'7.0 FT (2.1 M) WEST OF A POWER POLE, BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9241 ***********************************************************************
 DJ9241  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9241  DESIGNATION -  BROWN
 DJ9241  PID         -  DJ9241
 DJ9241  STATE/COUNTY-  NC/MARTIN
 DJ9241  USGS QUAD   -  OAK CITY (1981)
 DJ9241
 DJ9241                         *CURRENT SURVEY CONTROL
 DJ9241  ___________________________________________________________________
 DJ9241* NAD 83(2007)-  35 59 31.52501(N)    077 18 23.20054(W)     ADJUSTED  
 DJ9241* NAVD 88     -        24.83   (meters)      81.5    (feet)  GPS OBS   
 DJ9241  ___________________________________________________________________
 DJ9241  EPOCH DATE  -        2002.00
 DJ9241  X           -   1,135,269.845 (meters)                     COMP
 DJ9241  Y           -  -5,040,232.918 (meters)                     COMP
 DJ9241  Z           -   3,727,475.443 (meters)                     COMP
 DJ9241  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DJ9241  ELLIP HEIGHT-         -10.482 (meters)          (06/18/07) ADJUSTED
 DJ9241  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 DJ9241  HORZ ORDER  -  FIRST
 DJ9241  ELLP ORDER  -  FOURTH    CLASS II
 DJ9241
 DJ9241.The horizontal coordinates were established by GPS observations
 DJ9241.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in June 2007.
 DJ9241
 DJ9241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9241.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9241.The epoch date for horizontal control is a decimal equivalence
 DJ9241.of Year/Month/Day.
 DJ9241
 DJ9241.The orthometric height was determined by GPS observations and a
 DJ9241.high-resolution geoid model.
 DJ9241.The orthometric height was determined by GPS observations and a
 DJ9241.high-resolution geoid model using precise GPS observation and
 DJ9241.processing techniques.
 DJ9241
 DJ9241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9241
 DJ9241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9241
 DJ9241.The ellipsoidal height was determined by GPS observations
 DJ9241.and is referenced to NAD 83.
 DJ9241
 DJ9241.The geoid height was determined by GEOID03.
 DJ9241
 DJ9241;                    North         East     Units Scale Factor Converg.
 DJ9241;SPC NC       -   250,025.651   762,299.534   MT  0.99995595   +0 58 38.9
 DJ9241;SPC NC       -   820,292.49  2,500,977.72   sFT  0.99995595   +0 58 38.9
 DJ9241;UTM  18      - 3,985,531.201   292,087.357   MT  1.00013267   -1 21 21.3
 DJ9241
 DJ9241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9241!SPC NC       -   1.00000165  x   0.99995595  =   0.99995760
 DJ9241!UTM  18      -   1.00000165  x   1.00013267  =   1.00013432
 DJ9241
 DJ9241                          SUPERSEDED SURVEY CONTROL
 DJ9241
 DJ9241.No superseded survey control is available for this station.
 DJ9241
 DJ9241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9208785531(NAD 83)
 DJ9241_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9241_STAMPING: BROWN 2006
 DJ9241_MARK LOGO: NCGS  
 DJ9241_PROJECTION: FLUSH
 DJ9241_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9241+STABILITY: SURFACE MOTION
 DJ9241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9241+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 DJ9241
 DJ9241  HISTORY     - Date     Condition        Report By
 DJ9241  HISTORY     - 20060810 MONUMENTED       NCGS
 DJ9241
 DJ9241                          STATION DESCRIPTION
 DJ9241
 DJ9241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9241'STATION IS LOCATED ABOUT 16.9 MI (27.2 KM) NORTHWEST OF WILLIAMSTON
 DJ9241'AND 2.0 MI (3.22 KM) NORTH OF OAK CITY.
 DJ9241' 
 DJ9241'PROCEED ALONG NC 125 FOR 0.8 MI (1.29 KM) NORTHWEST FROM THE
 DJ9241'INTERSECTION WITH NC 11/NC 42, IN OAK CITY, TO SR 1336 (DAVID BROWN
 DJ9241'RD), THENCE ALONG SR 1336 NORTHEAST FOR 0.6 MI (0.97 KM) TO SR 1335
 DJ9241'(WILLIAMS RD) AND STATION IN THE EAST QUADRANT.
 DJ9241' 
 DJ9241'MARK IS ABOUT 1-FT HIGHER THAN THE INTERSECTION AND IS FLUSH WITH THE
 DJ9241'GROUND.  LOCATED 31.0 FT (9.4 M) SOUTHEAST OF THE CENTERLINE OF SR
 DJ9241'1335/SR 1336 INTERSECTION, 8.6 FT (2.6 M) SOUTHWEST OF A TELEPHONE
 DJ9241'PEDESTAL (1336R175), 24 FT (7.3 M) NORTH OF THE CENTER OF A FARM ROAD
 DJ9241'LEADING EAST, 14.7 FT (4.5 M) EAST-NORTHEAST OF THE NORTHEAST END OF A
 DJ9241'CULVERT UNDER FARM ROAD AND 13.0 FT (4.0 M) NORTHEAST OF A 8 INCH (20
 DJ9241'CM) WOODEN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1629 ***********************************************************************
 EA1629  DESIGNATION -  BROWN 2
 EA1629  PID         -  EA1629
 EA1629  STATE/COUNTY-  NC/CARTERET
 EA1629  USGS QUAD   -  SOUTH RIVER (1983)
 EA1629
 EA1629                         *CURRENT SURVEY CONTROL
 EA1629  ___________________________________________________________________
 EA1629* NAD 83(2001)-  34 59 55.93213(N)    076 33 47.57576(W)     ADJUSTED  
 EA1629* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1629  ___________________________________________________________________
 EA1629  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EA1629  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 EA1629  HORZ ORDER  -  THIRD
 EA1629
 EA1629.The horizontal coordinates were established by classical geodetic methods
 EA1629.and adjusted by the National Geodetic Survey in August 2005.
 EA1629
 EA1629.The orthometric height was scaled from a topographic map.
 EA1629
 EA1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1629
 EA1629.The geoid height was determined by GEOID03.
 EA1629
 EA1629;                    North         East     Units Scale Factor Converg.
 EA1629;SPC NC       -   141,267.107   832,005.351   MT  0.99988228   +1 24 23.2
 EA1629;SPC NC       -   463,473.83  2,729,670.89   sFT  0.99988228   +1 24 23.2
 EA1629;UTM  18      - 3,874,034.087   357,345.933   MT  0.99985081   -0 53 48.3
 EA1629
 EA1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1629!SPC NC       -   1.00000579  x   0.99988228  =   0.99988806
 EA1629!UTM  18      -   1.00000579  x   0.99985081  =   0.99985659
 EA1629
 EA1629|---------------------------------------------------------------------|
 EA1629| PID    Reference Object                     Distance      Geod. Az  |
 EA1629|                                                           dddmmss.s |
 EA1629| EA1635 BROWN 2 RM 2                         18.877 METERS 13017     |
 EA1629| EA1631 DEAD 2                              APPROX. 5.3 KM 2571504.6 |
 EA1629|---------------------------------------------------------------------|
 EA1629
 EA1629                          SUPERSEDED SURVEY CONTROL
 EA1629
 EA1629  NAD 83(1986)-  34 59 55.94451(N)    076 33 47.58642(W) AD(       ) 3
 EA1629  NAD 27      -  34 59 55.36500(N)    076 33 48.84800(W) AD(       ) 3
 EA1629
 EA1629.Superseded values are not recommended for survey control.
 EA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1629.See file dsdata.txt to determine how the superseded data were derived.
 EA1629
 EA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5734674034(NAD 83)
 EA1629_MARKER: DS = TRIANGULATION STATION DISK
 EA1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1629_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA1629_MARK LOGO: CGS   
 EA1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1629+STABILITY: SURFACE MOTION
 EA1629
 EA1629  HISTORY     - Date     Condition        Report By
 EA1629  HISTORY     - 1920     MONUMENTED       CGS
 EA1629  HISTORY     - 1932     GOOD             CGS
 EA1629  HISTORY     - 1932     POOR             CGS
 EA1629  HISTORY     - 1947     MARK NOT FOUND   CGS
 EA1629
 EA1629                          STATION DESCRIPTION
 EA1629
 EA1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JHH)
 EA1629'STATION IS ON THE S SIDE OF THE NEUSE RIVER, ABOUT 1-1/4 MILES
 EA1629'E OF THE MOUTH OF SOUTH RIVER, ABOUT 8 YARDS FROM THE WATER
 EA1629'LINE, ON A GRADUALLY ROUNDING POINT A SHORT DISTANCE W OF WHICH
 EA1629'IS A SHARP GRASSY POINT WHICH DOES NOT EXTEND OUT QUITE SO FAR
 EA1629'AND FROM WHICH THE SHORE LINE EXTENDS IN A GRADUAL CURVE AROUND
 EA1629'TO SOUTH RIVER.  THE STATION IS ON A LEVEL SANDY RIDGE
 EA1629'EXTENDING ALONG THE SHORE WHICH IS EXPOSED TO NE WINDS AND
 EA1629'EVIDENTLY SUBJECT TO CONSIDERABLE SHIFTING OF SANDS.
 EA1629'
 EA1629'THE SURFACE IS MARKED BY A STANDARD DISK SET IN CONCRETE.
 EA1629'
 EA1629'THE UNDERGROUND MARK IS A BOTTLE IN AN UPRIGHT POSITION.
 EA1629'
 EA1629'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE AT THE
 EA1629'CENTER OF THE TOP OF A TILE.
 EA1629'
 EA1629'THE REFERENCE MARK, OF WHICH THE 6- BY 18-INCH CEMENT TILE
 EA1629'EXTENDS 10 INCHES ABOVE THE SURFACE, IS IN THE MARSHY GROUND
 EA1629'BACK OF THE RIDGE IN LINE BETWEEN THE STATION AND A FAIR SIZED
 EA1629'HOUSE ON BROWN CREEK, 18.88 METERS (61.9 FEET) FROM THE STATION
 EA1629'S 49 DEG 43 MIN E.
 EA1629
 EA1629                          STATION RECOVERY (1932)
 EA1629
 EA1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1629'STATION RECOVERED AS DESCRIBED, EXCEPT THAT THE REFERENCE MARK
 EA1629'WAS STAMPED NO.2.
 EA1629'
 EA1629'A NEW REFERENCE MARK, A STANDARD DISK IN CONCRETE IN THE
 EA1629'CENTER OF THE TOP OF A TILE, WAS
 EA1629'ESTABLISHED AND STAMPED NO.1.  IT IS 27.81 METERS (91.24 FEET)
 EA1629'SW OF THE STATION IN EDGE OF MARSH.
 EA1629
 EA1629                          STATION RECOVERY (1932)
 EA1629
 EA1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1629'ON NOVEMBER 26, 1932 THE STATION BROWN 2 AND REFERENCE MARK NO.
 EA1629'1 (NEWLY ESTABLISHED) WERE WASHED OUT BY A STORM.  REFERENCE
 EA1629'MARK NO.2 WAS NOT WASHED OUT, AND IT WAS TIED TO THE NEW
 EA1629'STATION STORM, WHICH WAS ERECTED FURTHER INSHORE.
 EA1629'
 EA1629'REFERENCE MARK NO.2 OF BROWN 2 IS 14.395 METERS (47.22 FEET) E
 EA1629'OF STATION STORM, AND IS 23.20 METERS (76 FEET) FROM THE WATER LINE.
 EA1629
 EA1629                          STATION RECOVERY (1947)
 EA1629
 EA1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1629'THIS STATION COULD NOT BE FOUND AFTER A THOROUGH SEARCH OF ONE
 EA1629'HOUR BY THREE MEN.  IT MAY, AT SOME FURTHER DATE, BE UNCOVERED
 EA1629'BY SHIFTING SANDS OR SURF ACTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2221 ***********************************************************************
 EA2221  DESIGNATION -  BROWN 2
 EA2221  PID         -  EA2221
 EA2221  STATE/COUNTY-  NC/ONSLOW
 EA2221  USGS QUAD   -  BROWNS INLET (1988)
 EA2221
 EA2221                         *CURRENT SURVEY CONTROL
 EA2221  ___________________________________________________________________
 EA2221* NAD 83(2001)-  34 35 56.68050(N)    077 13 27.52477(W)     ADJUSTED  
 EA2221* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 EA2221  ___________________________________________________________________
 EA2221  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 EA2221  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2221  HORZ ORDER  -  THIRD
 EA2221
 EA2221.The horizontal coordinates were established by classical geodetic methods
 EA2221.and adjusted by the National Geodetic Survey in August 2005.
 EA2221
 EA2221.The orthometric height was scaled from a topographic map.
 EA2221
 EA2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2221
 EA2221.The geoid height was determined by GEOID03.
 EA2221
 EA2221;                    North         East     Units Scale Factor Converg.
 EA2221;SPC NC       -    95,646.455   772,468.210   MT  0.99993700   +1 01 29.5
 EA2221;SPC NC       -   313,800.08  2,534,339.45   sFT  0.99993700   +1 01 29.5
 EA2221;UTM  18      - 3,830,832.696   296,024.438   MT  1.00011285   -1 15 48.5
 EA2221
 EA2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2221!SPC NC       -   1.00000415  x   0.99993700  =   0.99994115
 EA2221!UTM  18      -   1.00000415  x   1.00011285  =   1.00011700
 EA2221
 EA2221:                Primary Azimuth Mark                     Grid Az
 EA2221:SPC NC       -  EAGLE                                    324 19 05.0
 EA2221:UTM  18      -  EAGLE                                    326 36 23.0
 EA2221
 EA2221|---------------------------------------------------------------------|
 EA2221| PID    Reference Object                     Distance      Geod. Az  |
 EA2221|                                                           dddmmss.s |
 EA2221| EA2225 EAGLE                               APPROX. 1.5 KM 3252034.5 |
 EA2221| EA2219 BOGUE SOUND BEACON 29B              APPROX. 1.1 KM 3373806.9 |
 EA2221| EA3245 BROWN 2 RM                           26.894 METERS 33812     |
 EA2221|---------------------------------------------------------------------|
 EA2221
 EA2221                          SUPERSEDED SURVEY CONTROL
 EA2221
 EA2221  NAD 83(1986)-  34 35 56.69322(N)    077 13 27.53717(W) AD(       ) 3
 EA2221  NAD 27      -  34 35 56.10300(N)    077 13 28.69800(W) AD(       ) 3
 EA2221
 EA2221.Superseded values are not recommended for survey control.
 EA2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2221.See file dsdata.txt to determine how the superseded data were derived.
 EA2221
 EA2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9602430833(NAD 83)
 EA2221_MARKER: DS = TRIANGULATION STATION DISK
 EA2221_SETTING: 0 = UNSPECIFIED SETTING
 EA2221
 EA2221  HISTORY     - Date     Condition        Report By
 EA2221  HISTORY     - 1933     MONUMENTED       CGS
 EA2221  HISTORY     - 1950     GOOD             CGS
 EA2221  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2221
 EA2221                          STATION DESCRIPTION
 EA2221
 EA2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2221'STATION IS LOCATED ABOUT 400 YARDS E OF BROWNS INLET, ON THE
 EA2221'HIGHEST POINT OF A HIGH SAND DUNE, ABOUT 100 YARDS W OF SAND
 EA2221'DUNE ON WHICH THE ORIGINAL STATION WAS LOCATED.  ALL THAT
 EA2221'REMAINS OF OLD STATION DUNE IS A NARROW RIDGE ABOUT 1 YARD WIDE
 EA2221'AND A DEEP PIT ON ITS W SIDE.  NEW STATION IS ON THE HIGHEST
 EA2221'SAND DUNE IN THE IMMEDIATE VICINITY.
 EA2221'
 EA2221'THE STATION MARK IS A STANDARD DISK STAMPED BROWN 2, 1933 SET
 EA2221'IN AN 8-INCH TILE FILLED WITH CEMENT, PROJECTING 4 INCHES ABOVE
 EA2221'GROUND SURFACE.
 EA2221'
 EA2221'THE REFERENCE MARK IS A STANDARD BRASS DISK SET IN AN
 EA2221'8-INCH TILE FILLED WITH CEMENT, PROJECTING 5 INCHES ABOVE
 EA2221'GROUND SURFACE, AT THE EDGE OF A FRINGE OF BUSHES AND SMALL TREES
 EA2221'MOSTLY CEDAR AND MYRTLE.  REFERENCE MARK IS APPROXIMATELY N OF
 EA2221'STATION MARK.
 EA2221
 EA2221                          STATION RECOVERY (1950)
 EA2221
 EA2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2221'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 EA2221'DESCRIPTION IS ADEQUATE.  A WITNESS POST WAS SET 2 FEET N OF
 EA2221'THE STATION.
 EA2221
 EA2221                          STATION RECOVERY (1965)
 EA2221
 EA2221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2221'NOT SEARCHED FOR.  THE ISLAND ON WHICH STATION IS LOCATED IS
 EA2221'AN IMPACT AREA FOR BOMBING AND FIRING OPERATIONS AT CAMP LEJEUNE,
 EA2221'U.S. MARINE CORPS.  MARINE CORPS AUTHORITIES WILL NOT AUTHORIZE
 EA2221'CLEARANCE FOR VISITING THE ISLAND AND SHOULD OCCASION ARISE
 EA2221'WHERE THE STATION HAD TO BE SEARCHED FOR IT IS STRONGLY
 EA2221'RECOMMENDED THAT THE COOPERATION OF THE DEACTIVATING PERSONNEL
 EA2221'OF THE BASE BE SOUGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3763 ***********************************************************************
 EY3763  DESIGNATION -  BROWN 2
 EY3763  PID         -  EY3763
 EY3763  STATE/COUNTY-  NC/BEAUFORT
 EY3763  USGS QUAD   -  BATH (1993)
 EY3763
 EY3763                         *CURRENT SURVEY CONTROL
 EY3763  ___________________________________________________________________
 EY3763* NAD 83(2001)-  35 27 03.04396(N)    076 50 57.55200(W)     ADJUSTED  
 EY3763* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EY3763  ___________________________________________________________________
 EY3763  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EY3763  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 EY3763  HORZ ORDER  -  THIRD
 EY3763
 EY3763.The horizontal coordinates were established by classical geodetic methods
 EY3763.and adjusted by the National Geodetic Survey in August 2005.
 EY3763
 EY3763.The orthometric height was scaled from a topographic map.
 EY3763
 EY3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3763
 EY3763.The geoid height was determined by GEOID03.
 EY3763
 EY3763;                    North         East     Units Scale Factor Converg.
 EY3763;SPC NC       -   190,790.010   804,810.938   MT  0.99987861   +1 14 28.7
 EY3763;SPC NC       -   625,950.22  2,640,450.55   sFT  0.99987861   +1 14 28.7
 EY3763;UTM  18      - 3,924,613.269   332,167.703   MT  0.99994713   -1 04 22.3
 EY3763
 EY3763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3763!SPC NC       -   1.00000586  x   0.99987861  =   0.99988447
 EY3763!UTM  18      -   1.00000586  x   0.99994713  =   0.99995299
 EY3763
 EY3763|---------------------------------------------------------------------|
 EY3763| PID    Reference Object                     Distance      Geod. Az  |
 EY3763|                                                           dddmmss.s |
 EY3763| EY4824 BROWN 2 RM                           10.600 METERS 01933     |
 EY3763| EY4825 BROWN 2 WM                            7.030 METERS 08652     |
 EY3763| EY3779 RUMLEY MARSH LIGHT                  APPROX. 8.8 KM 1182659.1 |
 EY3763| EY3766 CORE                                APPROX. 3.0 KM 1713905.4 |
 EY3763|---------------------------------------------------------------------|
 EY3763
 EY3763                          SUPERSEDED SURVEY CONTROL
 EY3763
 EY3763  NAD 83(1986)-  35 27 03.05658(N)    076 50 57.55284(W) AD(       ) 3
 EY3763  NAD 27      -  35 27 02.46600(N)    076 50 58.77100(W) AD(       ) 3
 EY3763
 EY3763.Superseded values are not recommended for survey control.
 EY3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3763.See file dsdata.txt to determine how the superseded data were derived.
 EY3763
 EY3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3216824613(NAD 83)
 EY3763_MARKER: DS = TRIANGULATION STATION DISK
 EY3763_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3763_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3763
 EY3763  HISTORY     - Date     Condition        Report By
 EY3763  HISTORY     - 1914     MONUMENTED       CGS
 EY3763  HISTORY     - 1933     MARK NOT FOUND   CGS
 EY3763
 EY3763                          STATION DESCRIPTION
 EY3763
 EY3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 EY3763'STATION IS ON THE N SIDE OF PAMLICO RIVER, 1 MILE W OF THE
 EY3763'WESTERN ENTRANCE POINT OF BATH CREEK, ON A SLIGHTLY PROTRUDING
 EY3763'SANDY POINT, ABOUT 1/4 MILE W OF A COLLECTION OF NUMEROUS DEAD
 EY3763'STUMPS EXTENDING OUT INTO THE WATER, W OF LAND WHICH HAS BEEN
 EY3763'CLEARED OF TREES AND ON WHICH THERE IS A HOUSE HIDDEN FROM THE
 EY3763'STATION BY INTERVENING TREES, AND 15 YARDS E OF A SMALL STREAM
 EY3763'WHICH DRAINS A MARSH NNW OF THE STATION.
 EY3763'
 EY3763'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EY3763'IN CONCRETE, IN TOPS OF TILES.
 EY3763'
 EY3763'A LARGE PINE TREE IS BLAZED AS A WITNESS MARK.
 EY3763'
 EY3763'REFERENCE MARK IS 10.60 METERS (34.8 FEET) FROM THE STATION
 EY3763'N 19 DEG 33 MIN E.  THE WITNESS MARK IS 7.03 METERS
 EY3763'(23.1 FEET) FROM THE STATION N 86 DEG 52 MIN E.
 EY3763
 EY3763                          STATION RECOVERY (1933)
 EY3763
 EY3763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3763'STATION WAS FOUND COMPLETELY DESTROYED, BY DRIFT TIMBER AND FALLING
 EY3763'TREES.  THE TERRA-COTTA PIPE WAS FOUND COMPLETELY OVERTURNED.  ONE
 EY3763'REFERENCE MARK WAS FOUND IN GOOD CONDITION.  AND WAS USED FOR A NEW
 EY3763'STATION REFERENCE MARK, AND RE-STAMPED, NO. 1 1933, AND ARROW
 EY3763'TURNED TO POINT TO NEW STATION.
 EY3763'
 EY3763'NEW STATION WAS ESTABLISHED IN THE VICINITY AND WAS NAMED BATH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4142 ***********************************************************************
 FA4142  DESIGNATION -  BROWN AZ MK
 FA4142  PID         -  FA4142
 FA4142  STATE/COUNTY-  NC/ROWAN
 FA4142  USGS QUAD   -  ROCKWELL (1987)
 FA4142
 FA4142                         *CURRENT SURVEY CONTROL
 FA4142  ___________________________________________________________________
 FA4142* NAD 83(2001)-  35 32 52.79301(N)    080 27 59.22806(W)     ADJUSTED  
 FA4142* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 FA4142  ___________________________________________________________________
 FA4142  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 FA4142  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 FA4142  HORZ ORDER  -  SECOND
 FA4142
 FA4142.The horizontal coordinates were established by classical geodetic methods
 FA4142.and adjusted by the National Geodetic Survey in August 2005.
 FA4142
 FA4142.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4142
 FA4142.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4142
 FA4142.The geoid height was determined by GEOID03.
 FA4142
 FA4142;                    North         East     Units Scale Factor Converg.
 FA4142;SPC NC       -   200,435.118   476,650.103   MT  0.99988591   -0 50 47.0
 FA4142;SPC NC       -   657,594.22  1,563,809.55   sFT  0.99988591   -0 50 47.0
 FA4142;UTM  17      - 3,933,947.634   548,360.526   MT  0.99962882   +0 18 36.7
 FA4142
 FA4142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4142!SPC NC       -   0.99996322  x   0.99988591  =   0.99984913
 FA4142!UTM  17      -   0.99996322  x   0.99962882  =   0.99959205
 FA4142
 FA4142                          SUPERSEDED SURVEY CONTROL
 FA4142
 FA4142  NAD 83(1986)-  35 32 52.80542(N)    080 27 59.23390(W) AD(       ) 2
 FA4142  NGVD 29 (11/20/97)  265.3    (m)          870.     (f) VERT ANG    3  
 FA4142
 FA4142.Superseded values are not recommended for survey control.
 FA4142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4142.See file dsdata.txt to determine how the superseded data were derived.
 FA4142
 FA4142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4836133948(NAD 83)
 FA4142_MARKER: DZ = AZIMUTH MARK DISK
 FA4142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4142_STAMPING: BROWN 1948
 FA4142_MARK LOGO: CGS   
 FA4142_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4142+STABILITY: SURFACE MOTION
 FA4142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4142+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991
 FA4142
 FA4142  HISTORY     - Date     Condition        Report By
 FA4142  HISTORY     - 1948     MONUMENTED       CGS
 FA4142  HISTORY     - 19910810 GOOD             NCGS
 FA4142
 FA4142                          STATION DESCRIPTION
 FA4142
 FA4142'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA4142'STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF SALISBURY AND 3.3
 FA4142'MI (5.3 KM) WEST OF ROCKWELL. ALONG NC 152 FOR 3.4 MI (5.5 KM) WEST
 FA4142'FROM US 52 (IN ROCKWELL), ON THE NORTH SIDE OF THE ROAD, OR 0.15 MI
 FA4142'(0.24 KM) EAST OF SR 2623 (EARNHARDT ROAD). MARK IS ABOUT LEVEL WITH
 FA4142'THE ROAD AND PROJECTS 6 INCHES ABOVE GROUND. LOCATED 29.5 FT (9.0 M)
 FA4142'NORTH OF NC 152, 63.0 FT (19.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 FA4142'A 1-STORY METAL-SIDED HOUSE, 67.3 FT (20.5 M) SOUTHWEST OF THE
 FA4142'SOUTHWEST CORNER OF THE STONE PORCH CORNER OF ANOTHER HOUSE, 11.0 FT
 FA4142'(3.4 M) WEST OF THE CENTER OF A GRAVEL DRIVE, AND 13.0 FT (4.0 M)
 FA4142'SOUTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2934 ***********************************************************************
 FZ2934  DESIGNATION -  BROWN AZ MK
 FZ2934  PID         -  FZ2934
 FZ2934  STATE/COUNTY-  NC/WATAUGA
 FZ2934  USGS QUAD   -  DEEP GAP (1998)
 FZ2934
 FZ2934                         *CURRENT SURVEY CONTROL
 FZ2934  ___________________________________________________________________
 FZ2934* NAD 83(2001)-  36 14 06.95637(N)    081 34 01.56366(W)     ADJUSTED  
 FZ2934* NAVD 88     -       961.0    (meters)    3153.     (feet)  VERTCON   
 FZ2934  ___________________________________________________________________
 FZ2934  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FZ2934  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 FZ2934  HORZ ORDER  -  SECOND
 FZ2934
 FZ2934.The horizontal coordinates were established by classical geodetic methods
 FZ2934.and adjusted by the National Geodetic Survey in August 2005.
 FZ2934
 FZ2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2934
 FZ2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2934
 FZ2934.The geoid height was determined by GEOID03.
 FZ2934
 FZ2934;                    North         East     Units Scale Factor Converg.
 FZ2934;SPC NC       -   278,689.458   378,852.495   MT  1.00001987   -1 28 54.0
 FZ2934;SPC NC       -   914,333.66  1,242,951.89   sFT  1.00001987   -1 28 54.0
 FZ2934;UTM  17      - 4,010,192.442   449,040.524   MT  0.99963200   -0 20 06.8
 FZ2934
 FZ2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2934!SPC NC       -   0.99985414  x   1.00001987  =   0.99987400
 FZ2934!UTM  17      -   0.99985414  x   0.99963200  =   0.99948619
 FZ2934
 FZ2934                          SUPERSEDED SURVEY CONTROL
 FZ2934
 FZ2934  NAD 83(1995)-  36 14 06.95714(N)    081 34 01.56375(W) AD(       ) 2
 FZ2934  NAD 83(1993)-  36 14 06.96271(N)    081 34 01.56785(W) AD(       ) 2
 FZ2934  NAD 83(1986)-  36 14 06.96810(N)    081 34 01.57150(W) AD(       ) 2
 FZ2934  NGVD 29 (10/27/97)  961.1    (m)         3153.     (f) VERT ANG    3  
 FZ2934
 FZ2934.Superseded values are not recommended for survey control.
 FZ2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2934.See file dsdata.txt to determine how the superseded data were derived.
 FZ2934
 FZ2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4904110192(NAD 83)
 FZ2934_MARKER: DZ = AZIMUTH MARK DISK
 FZ2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2934_SP_SET: CONCRETE POST
 FZ2934_STAMPING: BROWN 1988
 FZ2934_MARK LOGO: NCGS  
 FZ2934_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2934+STABILITY: SURFACE MOTION
 FZ2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2934+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FZ2934
 FZ2934  HISTORY     - Date     Condition        Report By
 FZ2934  HISTORY     - 1988     MONUMENTED       NCGS
 FZ2934  HISTORY     - 20060525 MARK NOT FOUND   USPSQD
 FZ2934
 FZ2934                          STATION DESCRIPTION
 FZ2934
 FZ2934'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ2934'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) WEST OF DEEP GAP, 6.5 MI
 FZ2934'(10.5 KM) EAST OF BOONE, AND ABOUT 0.4 MI (0.6 KM) NORTHWEST OF
 FZ2934'PARKWAY SCHOOL.
 FZ2934'ALONG SR 1357 (OLD NC 60) FOR 1.05 MI (1.69 KM) NORTH AND THENCE WEST
 FZ2934'FROM US 222-421 AT LAXON AND LAUREL SPRINGS CHURCH, IN THE NORTH
 FZ2934'SHOULDER, AT A FENCE CORNER.
 FZ2934'MARK IS LEVEL WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 15.6
 FZ2934'FT (4.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 35.0 FT
 FZ2934'(10.7 M) EAST OF CENTERLINE DRIVEWAY INTERSECTION, 94.7 FT (28.9 M)
 FZ2934'SOUTH-SOUTHEAST OF WEST-MOST CORNER OF ONE AND A-HALF STORY FRAME
 FZ2934'HOUSE, 48.2 FT (14.7 M) SOUTHEAST OF THE SOUTHEAST-MOST ONE OF A ROW
 FZ2934'OF WHITE PINES, AND 3.6 FT (1.1 M) SOUTH-SOUTHWEST OF FENCE POST WITH
 FZ2934'A REFERENCE TAG.
 FZ2934
 FZ2934                          STATION RECOVERY (2006)
 FZ2934
 FZ2934'RECOVERY NOTE BY US POWER SQUADRON 2006 (CWP)
 FZ2934'BROWN FARM ROAD NOW ONLY .7MILE FROM US 421 TO NEW US 421. UNABLBE TO
 FZ2934'LOCATE FARM HOUSE OR REF TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5369 ***********************************************************************
 FA5369  DESIGNATION -  BROWN AZ MK
 FA5369  PID         -  FA5369
 FA5369  STATE/COUNTY-  NC/ALEXANDER
 FA5369  USGS QUAD   -  BETHLEHEM (1993)
 FA5369
 FA5369                         *CURRENT SURVEY CONTROL
 FA5369  ___________________________________________________________________
 FA5369* NAD 83(2001)-  35 50 52.70339(N)    081 17 53.51618(W)     NO CHECK  
 FA5369* NAVD 88     -       331.     (meters)    1086.     (feet)  VERTCON   
 FA5369  ___________________________________________________________________
 FA5369  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 FA5369  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 FA5369  HORZ ORDER  -  SECOND
 FA5369
 FA5369.The horizontal coordinates were established by classical geodetic methods
 FA5369.and adjusted by the National Geodetic Survey in August 2005.
 FA5369.No horizontal observational check was made to the station.
 FA5369
 FA5369.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5369
 FA5369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5369
 FA5369.The geoid height was determined by GEOID03.
 FA5369
 FA5369;                    North         East     Units Scale Factor Converg.
 FA5369;SPC NC       -   235,136.081   402,023.928   MT  0.99992662   -1 19 35.2
 FA5369;SPC NC       -   771,442.29  1,318,973.50   sFT  0.99992662   -1 19 35.2
 FA5369;UTM  17      - 3,967,127.706   473,072.511   MT  0.99960893   -0 10 28.7
 FA5369
 FA5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5369!SPC NC       -   0.99995311  x   0.99992662  =   0.99987973
 FA5369!UTM  17      -   0.99995311  x   0.99960893  =   0.99956206
 FA5369
 FA5369                          SUPERSEDED SURVEY CONTROL
 FA5369
 FA5369  NAD 83(1986)-  35 50 52.70922(N)    081 17 53.52108(W) AD(       ) 2
 FA5369  NGVD 29 (11/04/93)  331.     (m)         1086.     (f) GPS OBS     3  
 FA5369
 FA5369.Superseded values are not recommended for survey control.
 FA5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5369.See file dsdata.txt to determine how the superseded data were derived.
 FA5369
 FA5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7307367128(NAD 83)
 FA5369_MARKER: DZ = AZIMUTH MARK DISK
 FA5369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5369_SP_SET: CONCRETE POST
 FA5369_STAMPING: BROWN 1991
 FA5369_MARK LOGO: NCGS  
 FA5369_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5369+STABILITY: SURFACE MOTION
 FA5369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5369+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FA5369
 FA5369  HISTORY     - Date     Condition        Report By
 FA5369  HISTORY     - 1991     MONUMENTED       NCGS
 FA5369
 FA5369                          STATION DESCRIPTION
 FA5369
 FA5369'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FA5369'STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF TAYLORSVILLE
 FA5369'AND 0.8 MI (1.3 KM) NORTHEAST OF BETHLEHEM.
 FA5369'PROCEED ALONG NC 127 FOR 2.9 MI (4.7 KM) NORTH FROM THE CATAWBA RIVER
 FA5369'BRIDGE (ALEXANDER-CATAWBA COUNTY LINE), THENCE NORTHEAST ALONG SR
 FA5369'1150 (TEAGUE TOWN ROAD) FOR 1.1 MI (1.8 KM) TO THE STATION, ON THE
 FA5369'NORTH SIDE OF THE ROAD.
 FA5369'MARK IS ABOUT 5 FEET HIGHER THAN THE ROAD AND FLUSH WITH GROUND.
 FA5369'LOCATED 18.1 M (59.4 FT) NORTH OF THE CENTERLINE OF SR 1150, 33.0 M
 FA5369'(108.3 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF A PASTURE ROAD
 FA5369'AND SR 1150, 22.8 M (74.8 FT) EAST-NORTHEAST OF A PEDESTAL--AND 45.65
 FA5369'M (149.77 FT) WEST OF A POWER POLE, 22.75 M (74.64 FT) EAST OF A
 FA5369'POWER POLE, 7.7 M (25.3 FT) SOUTH OF A 6-INCH PINE--ALL WITH
 FA5369'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5640 ***********************************************************************
 DG5640  DESIGNATION -  BROWN AZ MK
 DG5640  PID         -  DG5640
 DG5640  STATE/COUNTY-  NC/HENDERSON
 DG5640  USGS QUAD   -  HORSE SHOE (1991)
 DG5640
 DG5640                         *CURRENT SURVEY CONTROL
 DG5640  ___________________________________________________________________
 DG5640* NAD 83(1986)-  35 16 46.57309(N)    082 31 56.80544(W)     ADJUSTED  
 DG5640* NAVD 88     -       676.2    (meters)    2218.     (feet)  VERT ANG  
 DG5640  ___________________________________________________________________
 DG5640  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DG5640  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DG5640  HORZ ORDER  -  SECOND
 DG5640
 DG5640.The horizontal coordinates were established by classical geodetic methods
 DG5640.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2004.
 DG5640
 DG5640.The orthometric height was determined by vertical angle observations.
 DG5640
 DG5640.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5640
 DG5640.The geoid height was determined by GEOID03.
 DG5640
 DG5640;                    North         East     Units Scale Factor Converg.
 DG5640;SPC NC       -   175,395.386   288,340.180   MT  0.99987271   -2 02 19.8
 DG5640;SPC NC       -   575,443.03    945,996.07   sFT  0.99987271   -2 02 19.8
 DG5640;UTM  17      - 3,905,127.361   360,633.537   MT  0.99983937   -0 53 06.8
 DG5640
 DG5640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5640!SPC NC       -   0.99989866  x   0.99987271  =   0.99977138
 DG5640!UTM  17      -   0.99989866  x   0.99983937  =   0.99973804
 DG5640
 DG5640                          SUPERSEDED SURVEY CONTROL
 DG5640
 DG5640.No superseded survey control is available for this station.
 DG5640
 DG5640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6063405127(NAD 83)
 DG5640_MARKER: DZ = AZIMUTH MARK DISK
 DG5640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5640_STAMPING: BROWN 1997
 DG5640_MARK LOGO: NCGS  
 DG5640_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5640+STABILITY: SURFACE MOTION
 DG5640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5640+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG5640
 DG5640  HISTORY     - Date     Condition        Report By
 DG5640  HISTORY     - 1997     MONUMENTED       NCGS
 DG5640
 DG5640                          STATION DESCRIPTION
 DG5640
 DG5640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG5640'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF ETOWAH AND 4.8
 DG5640'MI (7.7 KM) WEST-SOUTHWEST OF HENDERSONVILLE. PROCEED ALONG SR 1171
 DG5640'(CUMMINGS RD) FOR 2.45 MI (3.94 KM) SOUTH FROM US 64, AT THE HIGHWAY
 DG5640'64 BRIDGE OVER THE FRENCH BROAD RIVER, THENCE SOUTH FOR 1.65 MI (2.66
 DG5640'KM) ALONG SR 1210 (BIG WILLOW RD), THENCE EAST FOR 1.2 MI (1.9 KM)
 DG5640'ALONG SR 1191 (WILLOW RD) TO A GRAVEL DRIVE AND STATION, BETWEEN DRIVE
 DG5640'AND CREEK. MARK IS ABOUT 1-FT LOWER THAN ROAD AND IS RECESSED
 DG5640'2-INCHES. LOCATED 19.5 FT (5.9 M) NORTH OF THE CENTERLINE INTERSECTION
 DG5640'OF WILLOW ROAD AND GRAVEL DRIVE, 8.0 FT (2.4 M) SOUTHWEST OF THE NORTH
 DG5640'END OF AN 18-INCH CORRUGATED METAL PIPE, AND 110.5 FT (33.7 M)
 DG5640'WEST-NORTHWEST OF A POWER POLE, 141.5 FT (43.1 M) EAST OF A POWER
 DG5640'POLE, BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4488 ***********************************************************************
 EZ4488  DESIGNATION -  BROWN GUPTON LOGGING RAD TWR
 EZ4488  PID         -  EZ4488
 EZ4488  STATE/COUNTY-  NC/WAKE
 EZ4488  USGS QUAD   -  ROLESVILLE (1993)
 EZ4488
 EZ4488                         *CURRENT SURVEY CONTROL
 EZ4488  ___________________________________________________________________
 EZ4488* NAD 83(2001)-  35 59 39.96339(N)    078 29 28.29801(W)     ADJUSTED  
 EZ4488* NAVD 88     -              **(meters)            **(feet)            
 EZ4488  ___________________________________________________________________
 EZ4488  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 EZ4488  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 EZ4488  HORZ ORDER  -  THIRD
 EZ4488
 EZ4488.The horizontal coordinates were established by classical geodetic methods
 EZ4488.and adjusted by the National Geodetic Survey in August 2005.
 EZ4488
 EZ4488
 EZ4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4488
 EZ4488.The geoid height was determined by GEOID03.
 EZ4488
 EZ4488;                    North         East     Units Scale Factor Converg.
 EZ4488;SPC NC       -   249,100.744   655,478.081   MT  0.99995648   +0 17 37.2
 EZ4488;SPC NC       -   817,258.02  2,150,514.34   sFT  0.99995648   +0 17 37.2
 EZ4488;UTM  17      - 3,986,242.089   726,151.155   MT  1.00023024   +1 28 30.2
 EZ4488
 EZ4488                          SUPERSEDED SURVEY CONTROL
 EZ4488
 EZ4488  NAD 83(1986)-  35 59 39.97039(N)    078 29 28.31095(W) AD(       ) 4
 EZ4488  NAD 27      -  35 59 39.42270(N)    078 29 29.31269(W) AD(       ) 3
 EZ4488
 EZ4488.Superseded values are not recommended for survey control.
 EZ4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4488.See file dsdata.txt to determine how the superseded data were derived.
 EZ4488
 EZ4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2615186242(NAD 83)
 EZ4488_MARKER: 43 = RADIO/TV TOWER
 EZ4488_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4488
 EZ4488  HISTORY     - Date     Condition        Report By
 EZ4488  HISTORY     - 1978     FIRST OBSERVED   NCGS
 EZ4488
 EZ4488                          STATION DESCRIPTION
 EZ4488
 EZ4488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ4488'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF WAKE
 EZ4488'FOREST AND 2.1 MILES SOUTH OF YOUNGSVILLE.
 EZ4488'
 EZ4488'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET
 EZ4488'(SR 1941) IN WAKE FOREST, PROCEED NORTHEASTERLY ALONG WHITE STREET FOR
 EZ4488'1.35 MILES TO THE BROWN GUPTON LOGGING COMPANY YARD AND THE RADIO MAST
 EZ4488'ON THE LEFT, APPROXIMATELY 250 FEET NORTHWEST OF ROAD.
 EZ4488'
 EZ4488'THE MAST IS 100 FEET TALL WITH 3 ALUMINUM LEGS AND ANTENNA ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2292 ***********************************************************************
 FY2292  DESIGNATION -  BROWN RM 1
 FY2292  PID         -  FY2292
 FY2292  STATE/COUNTY-  NC/CASWELL
 FY2292  USGS QUAD   -  CHERRY GROVE (1972)
 FY2292
 FY2292                         *CURRENT SURVEY CONTROL
 FY2292  ___________________________________________________________________
 FY2292* NAD 83(1986)-  36 22 23.     (N)    079 25 54.     (W)     SCALED    
 FY2292* NAVD 88     -       209.546  (meters)     687.49   (feet)  ADJUSTED  
 FY2292  ___________________________________________________________________
 FY2292  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FY2292  DYNAMIC HT  -         209.374 (meters)     686.92  (feet)  COMP
 FY2292  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 FY2292
 FY2292  VERT ORDER  -  FIRST     CLASS II
 FY2292
 FY2292.The horizontal coordinates were scaled from a topographic map and have
 FY2292.an estimated accuracy of +/- 6 seconds.
 FY2292
 FY2292.The orthometric height was determined by differential leveling
 FY2292.and adjusted in June 1991.
 FY2292
 FY2292.The geoid height was determined by GEOID03.
 FY2292
 FY2292.The dynamic height is computed by dividing the NAVD 88
 FY2292.geopotential number by the normal gravity value computed on the
 FY2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2292.degrees latitude (g = 980.6199 gals.).
 FY2292
 FY2292.The modeled gravity was interpolated from observed gravity values.
 FY2292
 FY2292;                    North         East    Units  Estimated Accuracy
 FY2292;SPC NC       -   291,080.      570,860.      MT  (+/- 180 meters Scaled)
 FY2292
 FY2292                          SUPERSEDED SURVEY CONTROL
 FY2292
 FY2292  NGVD 29 (03/05/92)  209.772  (m)          688.23   (f) ADJUSTED    1 2
 FY2292
 FY2292.Superseded values are not recommended for survey control.
 FY2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2292.See file dsdata.txt to determine how the superseded data were derived.
 FY2292
 FY2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA406264(NAD 83)
 FY2292_MARKER: DR = REFERENCE MARK DISK
 FY2292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FY2292_SP_SET: COPPER-CLAD STEEL ROD
 FY2292_STAMPING: BROWN ET 1969 RM 1
 FY2292_MARK LOGO: USGS  
 FY2292_PROJECTION: PROJECTING 3 CENTIMETERS
 FY2292_MAGNETIC: I = MARKER IS A STEEL ROD
 FY2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2292+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 FY2292
 FY2292  HISTORY     - Date     Condition        Report By
 FY2292  HISTORY     - 1969     MONUMENTED       USGS
 FY2292  HISTORY     - 1982     GOOD             NCGS
 FY2292  HISTORY     - 19961001 GOOD             NCGS
 FY2292  HISTORY     - 20060308 GOOD             GEOCAC
 FY2292
 FY2292                          STATION DESCRIPTION
 FY2292
 FY2292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2292'5.5 MI SW FROM YANCEYVILLE.
 FY2292'LOCATED ALONG US 158, AT THE INTERSECTION WITH NC 150 IN THE SOUTHEAST
 FY2292'QUADRANT, IN YARD OF J.N. BROWN RESIDENCE, 143.0 FEET SOUTH OF
 FY2292'CENTERLINE OF US 158, 44.0 FEET NORTHWEST OF CENTERLINE OF DRIVEWAY,
 FY2292'AND 1.5 FEET NORTHWEST OF 24 INCH CEDAR.
 FY2292
 FY2292                          STATION RECOVERY (1996)
 FY2292
 FY2292'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FY2292'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 3.3 FT
 FY2292'(1.0 M) WEST-NORTHWEST OF A 24-INCH CEDAR TREE WITH REFERENCE TAG.
 FY2292
 FY2292                          STATION RECOVERY (2006)
 FY2292
 FY2292'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2292'RECOVERED AS DESCRIBED.
 FY2292' 
 FY2292' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2293 ***********************************************************************
 FY2293  DESIGNATION -  BROWN RM 2
 FY2293  PID         -  FY2293
 FY2293  STATE/COUNTY-  NC/CASWELL
 FY2293  USGS QUAD   -  CHERRY GROVE (1972)
 FY2293
 FY2293                         *CURRENT SURVEY CONTROL
 FY2293  ___________________________________________________________________
 FY2293* NAD 83(1986)-  36 22 23.     (N)    079 25 54.     (W)     SCALED    
 FY2293* NAVD 88     -       208.854  (meters)     685.22   (feet)  ADJUSTED  
 FY2293  ___________________________________________________________________
 FY2293  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FY2293  DYNAMIC HT  -         208.683 (meters)     684.65  (feet)  COMP
 FY2293  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 FY2293
 FY2293  VERT ORDER  -  FIRST     CLASS II
 FY2293
 FY2293.The horizontal coordinates were scaled from a topographic map and have
 FY2293.an estimated accuracy of +/- 6 seconds.
 FY2293
 FY2293.The orthometric height was determined by differential leveling
 FY2293.and adjusted in June 1991.
 FY2293
 FY2293.The geoid height was determined by GEOID03.
 FY2293
 FY2293.The dynamic height is computed by dividing the NAVD 88
 FY2293.geopotential number by the normal gravity value computed on the
 FY2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2293.degrees latitude (g = 980.6199 gals.).
 FY2293
 FY2293.The modeled gravity was interpolated from observed gravity values.
 FY2293
 FY2293;                    North         East    Units  Estimated Accuracy
 FY2293;SPC NC       -   291,080.      570,860.      MT  (+/- 180 meters Scaled)
 FY2293
 FY2293                          SUPERSEDED SURVEY CONTROL
 FY2293
 FY2293  NGVD 29 (03/05/92)  209.080  (m)          685.96   (f) ADJUSTED    1 2
 FY2293
 FY2293.Superseded values are not recommended for survey control.
 FY2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2293.See file dsdata.txt to determine how the superseded data were derived.
 FY2293
 FY2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA406264(NAD 83)
 FY2293_MARKER: DR = REFERENCE MARK DISK
 FY2293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FY2293_SP_SET: COPPER-CLAD STEEL ROD
 FY2293_STAMPING: BROWN ET 1969 RM 2
 FY2293_MARK LOGO: USGS  
 FY2293_PROJECTION: PROJECTING 3 CENTIMETERS
 FY2293_MAGNETIC: I = MARKER IS A STEEL ROD
 FY2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2293+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1996
 FY2293
 FY2293  HISTORY     - Date     Condition        Report By
 FY2293  HISTORY     - 1969     MONUMENTED       USGS
 FY2293  HISTORY     - 1982     GOOD             NCGS
 FY2293  HISTORY     - 19961001 GOOD             NCGS
 FY2293  HISTORY     - 20060308 MARK NOT FOUND   GEOCAC
 FY2293
 FY2293                          STATION DESCRIPTION
 FY2293
 FY2293'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2293'5.5 MI SW FROM YANCEYVILLE.
 FY2293'LOCATED ALONG US 158, AT THE INTERSECTION WITH NC 150 IN THE SOUTHEAST
 FY2293'QUADRANT, IN YARD OF J.N. BROWN RESIDENCE, 162.0 FEET SOUTH OF
 FY2293'CENTERLINE OF US 158, 85.0 FEET SOUTHEAST OF CENTERLINE OF NC 150,
 FY2293'AND 1.0 FEET NORTHEAST OF 24 INCH OAK.
 FY2293
 FY2293                          STATION RECOVERY (1996)
 FY2293
 FY2293'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FY2293'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 3.0 FT
 FY2293'(0.9 M) NORTHEAST OF A 36-INCH OAK TREE WITH REFERENCE TAG.
 FY2293
 FY2293                          STATION RECOVERY (2006)
 FY2293
 FY2293'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2293'DID NOT SEARCH DUE TO DENSE BRUSH IN AREA. THE REFERENCED OAK IS DEAD
 FY2293'AND ONLY A TRUNK (ABOUT 20 FEET TALL) REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3511 ***********************************************************************
 FY3511  DESIGNATION -  BROWN SUMMIT ATT MICROWAVE
 FY3511  PID         -  FY3511
 FY3511  STATE/COUNTY-  NC/GUILFORD
 FY3511  USGS QUAD   -  BROWNS SUMMIT (1994)
 FY3511
 FY3511                         *CURRENT SURVEY CONTROL
 FY3511  ___________________________________________________________________
 FY3511* NAD 83(2001)-  36 12 36.40860(N)    079 41 56.44454(W)     ADJUSTED  
 FY3511* NAVD 88     -              **(meters)            **(feet)            
 FY3511  ___________________________________________________________________
 FY3511  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 FY3511  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FY3511  HORZ ORDER  -  THIRD
 FY3511
 FY3511.The horizontal coordinates were established by classical geodetic methods
 FY3511.and adjusted by the National Geodetic Survey in August 2005.
 FY3511
 FY3511
 FY3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3511
 FY3511.The geoid height was determined by GEOID03.
 FY3511
 FY3511;                    North         East     Units Scale Factor Converg.
 FY3511;SPC NC       -   273,136.042   546,743.035   MT  1.00001242   -0 24 12.4
 FY3511;SPC NC       -   896,113.83  1,793,772.77   sFT  1.00001242   -0 24 12.4
 FY3511;UTM  17      - 4,008,037.947   616,946.158   MT  0.99976851   +0 46 07.1
 FY3511
 FY3511                          SUPERSEDED SURVEY CONTROL
 FY3511
 FY3511  NAD 83(1993)-  36 12 36.41358(N)    079 41 56.45243(W) AD(       ) 4
 FY3511  NAD 83(1986)-  36 12 36.41520(N)    079 41 56.45426(W) AD(       ) 4
 FY3511  NAD 27      -  36 12 35.91687(N)    079 41 57.41427(W) AD(       ) 3
 FY3511
 FY3511.Superseded values are not recommended for survey control.
 FY3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3511.See file dsdata.txt to determine how the superseded data were derived.
 FY3511
 FY3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1694608038(NAD 83)
 FY3511_MARKER: 44 = MICROWAVE MAST
 FY3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3511+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 FY3511
 FY3511  HISTORY     - Date     Condition        Report By
 FY3511  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3511  HISTORY     - 20040511 GOOD             USPSQD
 FY3511  HISTORY     - 20050909 GOOD             USPSQD
 FY3511
 FY3511                          STATION DESCRIPTION
 FY3511
 FY3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3511'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 FY3511'4 LEGGED, RED AND WHITE COLORED, STEEL MAST AND IS 280 FEET
 FY3511'TALL.  IT IS LOCATED AT THE EASTERN EDGE OF BROWN SUMMIT
 FY3511'CITY LIMITS ON STATE HIGHWAY 150.
 FY3511'
 FY3511'OFFICE NOTE--FCC RECORDS SHOW THAT THE STATION IS THE
 FY3511'A.T. AND T. CO. MICROWAVE MAST KIJ 90.
 FY3511
 FY3511                          STATION RECOVERY (2004)
 FY3511
 FY3511'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3511'RECOVERED IN GOOD CONDITION.
 FY3511
 FY3511                          STATION RECOVERY (2005)
 FY3511
 FY3511'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FY3511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3037 ***********************************************************************
 FY3037  DESIGNATION -  BROWNIE
 FY3037  PID         -  FY3037
 FY3037  STATE/COUNTY-  NC/PERSON
 FY3037  USGS QUAD   -  CLUSTER SPRINGS (1987)
 FY3037
 FY3037                         *CURRENT SURVEY CONTROL
 FY3037  ___________________________________________________________________
 FY3037* NAD 83(2001)-  36 32 04.89129(N)    078 54 15.70745(W)     ADJUSTED  
 FY3037* NAVD 88     -       159.6    (meters)     524.     (feet)  VERTCON   
 FY3037  ___________________________________________________________________
 FY3037  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 FY3037  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 FY3037  HORZ ORDER  -  SECOND
 FY3037
 FY3037.The horizontal coordinates were established by classical geodetic methods
 FY3037.and adjusted by the National Geodetic Survey in August 2005.
 FY3037
 FY3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3037
 FY3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3037
 FY3037.The geoid height was determined by GEOID03.
 FY3037
 FY3037;                    North         East     Units Scale Factor Converg.
 FY3037;SPC NC       -   308,938.364   618,166.661   MT  1.00012353   +0 03 18.7
 FY3037;SPC NC       - 1,013,575.28  2,028,101.79   sFT  1.00012353   +0 03 18.7
 FY3037;UTM  17      - 4,045,299.228   687,603.845   MT  1.00003363   +1 14 52.5
 FY3037
 FY3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3037!SPC NC       -   0.99997986  x   1.00012353  =   1.00010338
 FY3037!UTM  17      -   0.99997986  x   1.00003363  =   1.00001348
 FY3037
 FY3037:                Primary Azimuth Mark                     Grid Az
 FY3037:SPC NC       -  BOWES                                    015 12 06.7
 FY3037:UTM  17      -  BOWES                                    014 00 32.9
 FY3037
 FY3037|---------------------------------------------------------------------|
 FY3037| PID    Reference Object                     Distance      Geod. Az  |
 FY3037|                                                           dddmmss.s |
 FY3037| FY3036 BOWES                               APPROX. 0.6 KM 0151525.4 |
 FY3037| FY3038 BEAM                                APPROX. 1.6 KM 1870223.3 |
 FY3037|---------------------------------------------------------------------|
 FY3037
 FY3037                          SUPERSEDED SURVEY CONTROL
 FY3037
 FY3037  NAD 83(1993)-  36 32 04.89124(N)    078 54 15.70854(W) AD(       ) 2
 FY3037  NAD 83(1986)-  36 32 04.89370(N)    078 54 15.71298(W) AD(       ) 2
 FY3037  NAD 27      -  36 32 04.39079(N)    078 54 16.68146(W) AD(       ) 2
 FY3037  NGVD 29 (07/19/86)  159.9    (m)          525.     (f) VERT ANG    3  
 FY3037
 FY3037.Superseded values are not recommended for survey control.
 FY3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3037.See file dsdata.txt to determine how the superseded data were derived.
 FY3037
 FY3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8760445299(NAD 83)
 FY3037_MARKER: DD = SURVEY DISK
 FY3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3037+STABILITY: SURFACE MOTION
 FY3037
 FY3037  HISTORY     - Date     Condition        Report By
 FY3037  HISTORY     - 1976     MONUMENTED       NCGS
 FY3037
 FY3037                          STATION DESCRIPTION
 FY3037
 FY3037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3037'THE STATION IS LOCATED IN THE COMMUNITY OF BETHEL HILL AND 10.6 MILES
 FY3037'NORTH-NORTHEAST OF ROXBORO.
 FY3037'
 FY3037'TO REACH THE STATION FROM THE VIRGINIA-NORTH CAROLINA STATE LINE
 FY3037'CROSSNG OF US 501, PROCEED SOUTHERLY ALONG US 501 FOR 0.5 MILE TO
 FY3037'STATION ON THE RIGHT, AT THE SOUTH SIDE OF THE SOUTH ENTRANCE TO
 FY3037'BROWNIES EXXON SERVICE STATION.
 FY3037'
 FY3037'STATION MARK IS A STANDARD DISK STAMPED---BROWNIE 1976---SET IN THE
 FY3037'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 FY3037'THE MARK IS 38.9 FEET WEST OF CENTERLINE OF US 501, 13.6 FEET EAST-
 FY3037'SOUTHEAST OF METAL EXXON SIGN POST, 54.8 FEET SOUTHEAST OF METAL PHONE
 FY3037'BOOTH POST, 97.0 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF SERVICE
 FY3037'STATION, 90.0 FEET SOUTH OF SOUTH END OF CONCRETE GAS PUMP ISLAND AND
 FY3037'55.6 FEET SOUTHEAST OF SERVICE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1621 ***********************************************************************
 EC1621  DESIGNATION -  BROWNING
 EC1621  PID         -  EC1621
 EC1621  STATE/COUNTY-  NC/UNION
 EC1621  USGS QUAD   -  MONROE (1988)
 EC1621
 EC1621                         *CURRENT SURVEY CONTROL
 EC1621  ___________________________________________________________________
 EC1621* NAD 83(2001)-  34 58 37.76452(N)    080 35 12.54017(W)     ADJUSTED  
 EC1621* NAVD 88     -       199.1    (meters)     653.     (feet)  VERTCON   
 EC1621  ___________________________________________________________________
 EC1621  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 EC1621  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 EC1621  HORZ ORDER  -  SECOND
 EC1621
 EC1621.The horizontal coordinates were established by classical geodetic methods
 EC1621.and adjusted by the National Geodetic Survey in August 2005.
 EC1621
 EC1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1621
 EC1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1621
 EC1621.The geoid height was determined by GEOID03.
 EC1621
 EC1621;                    North         East     Units Scale Factor Converg.
 EC1621;SPC NC       -   137,286.626   464,726.357   MT  0.99988401   -0 54 57.1
 EC1621;SPC NC       -   450,414.54  1,524,689.72   sFT  0.99988401   -0 54 57.1
 EC1621;UTM  17      - 3,870,587.801   537,714.247   MT  0.99961753   +0 14 12.7
 EC1621
 EC1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1621!SPC NC       -   0.99997350  x   0.99988401  =   0.99985752
 EC1621!UTM  17      -   0.99997350  x   0.99961753  =   0.99959105
 EC1621
 EC1621                          SUPERSEDED SURVEY CONTROL
 EC1621
 EC1621  NAD 83(1986)-  34 58 37.77944(N)    080 35 12.54885(W) AD(       ) 2
 EC1621  NAD 27      -  34 58 37.24630(N)    080 35 13.30612(W) AD(       ) 2
 EC1621  NGVD 29 (07/19/86)  199.3    (m)          654.     (f) VERT ANG    3  
 EC1621
 EC1621.Superseded values are not recommended for survey control.
 EC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1621.See file dsdata.txt to determine how the superseded data were derived.
 EC1621
 EC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3771470588(NAD 83)
 EC1621_MARKER: DE = TRAVERSE STATION DISK
 EC1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EC1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EC1621_STAMPING: BROWNING 1965
 EC1621_MARK LOGO: NCGS  
 EC1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EC1621+STABILITY: SURFACE MOTION
 EC1621
 EC1621  HISTORY     - Date     Condition        Report By
 EC1621  HISTORY     - 1965     MONUMENTED       NCGS
 EC1621  HISTORY     - 1970     MARK NOT FOUND   USGS
 EC1621  HISTORY     - 19980323 MARK NOT FOUND   USPSQD
 EC1621  HISTORY     - 20040908 MARK NOT FOUND   USPSQD
 EC1621
 EC1621                          STATION DESCRIPTION
 EC1621
 EC1621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (DJS)
 EC1621'BROWNING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EC1621'IN THE VICINITY OF MONROE, NORTH CAROLINA.
 EC1621'
 EC1621'BROWNING IS 2.2 MILES WSW OF MONROE.  TO REACH STATION FROM THE
 EC1621'INTERSECTION OF NC 75 AND NC 200 AT THE COURTHOUSE IN MONROE.  GO
 EC1621'SW ON NC 75 FOR 2.3 MILES TO STATION ON RIGHT (N) SIDE OF
 EC1621'NC 75.  STATION IS ON A 6 FT RIDGE APPROXIMATELY 200 FT NNE OF
 EC1621'A WHITE HOUSE WHICH IS LOCATED IN THE CENTER OF A FIELD ON THE N
 EC1621'SIDE OF NC 75.  AND 5.65 MILES NE OF THE STOP LIGHT (NC 75 AND
 EC1621'SR 1327 INTERSECTION) IN MINERAL SPRINGS ALONG NC 75.
 EC1621'
 EC1621'STATION MARK IS A STANDARD N.C. GEODETIC TRAVERSE DISK, STAMPED
 EC1621'BROWNING 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EC1621'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EC1621'
 EC1621'MARK IS
 EC1621'
 EC1621'34.0 FT N OF YELLOW ARROW ON NC 75
 EC1621'
 EC1621'14.3 FT S OF PP 48 WITH ALUMINUM REF. TAG
 EC1621'
 EC1621'62.8 FT SSW OF TP WITH ALUMINUM REF. TAG
 EC1621'
 EC1621'124.3 FT W OF TP WITH ALUMINUM REF. TAG
 EC1621'
 EC1621'11.0 FT N OF 6 FT RIDGE
 EC1621'
 EC1621'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EC1621
 EC1621                          STATION RECOVERY (1970)
 EC1621
 EC1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EC1621'STATION WAS SEARCHED FOR AND NOT RECOVERED.  HEAVY
 EC1621'CONSTRUCTION IN THE AREA, PROBABLY DESTROYED.
 EC1621
 EC1621                          STATION RECOVERY (1998)
 EC1621
 EC1621'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1621'MARK NOT FOUND.
 EC1621
 EC1621                          STATION RECOVERY (2004)
 EC1621
 EC1621'RECOVERY NOTE BY US POWER SQUADRON 2004
 EC1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2929 ***********************************************************************
 EA2929  DESIGNATION -  BROWNING
 EA2929  PID         -  EA2929
 EA2929  STATE/COUNTY-  NC/DUPLIN
 EA2929  USGS QUAD   -  LYMAN (1981)
 EA2929
 EA2929                         *CURRENT SURVEY CONTROL
 EA2929  ___________________________________________________________________
 EA2929* NAD 83(2001)-  34 51 28.14861(N)    077 44 40.48308(W)     ADJUSTED  
 EA2929* NAVD 88     -        18.6    (meters)      61.     (feet)  VERTCON   
 EA2929  ___________________________________________________________________
 EA2929  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 EA2929  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 EA2929  HORZ ORDER  -  SECOND
 EA2929
 EA2929.The horizontal coordinates were established by classical geodetic methods
 EA2929.and adjusted by the National Geodetic Survey in August 2005.
 EA2929
 EA2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2929
 EA2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2929
 EA2929.The geoid height was determined by GEOID03.
 EA2929
 EA2929;                    North         East     Units Scale Factor Converg.
 EA2929;SPC NC       -   123,616.787   724,389.234   MT  0.99989608   +0 43 28.5
 EA2929;SPC NC       -   405,566.08  2,376,600.35   sFT  0.99989608   +0 43 28.5
 EA2929;UTM  18      - 3,860,712.227   249,086.681   MT  1.00037602   -1 34 10.1
 EA2929
 EA2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2929!SPC NC       -   1.00000280  x   0.99989608  =   0.99989888
 EA2929!UTM  18      -   1.00000280  x   1.00037602  =   1.00037882
 EA2929
 EA2929:                Primary Azimuth Mark                     Grid Az
 EA2929:SPC NC       -  LYMAN                                    264 26 10.0
 EA2929:UTM  18      -  LYMAN                                    266 43 48.6
 EA2929
 EA2929|---------------------------------------------------------------------|
 EA2929| PID    Reference Object                     Distance      Geod. Az  |
 EA2929|                                                           dddmmss.s |
 EA2929| EA2990 LYMAN                               497.051 METERS 2650938.5 |
 EA2929|---------------------------------------------------------------------|
 EA2929
 EA2929                          SUPERSEDED SURVEY CONTROL
 EA2929
 EA2929  NAD 83(1986)-  34 51 28.15911(N)    077 44 40.49434(W) AD(       ) 2
 EA2929  NAD 27      -  34 51 27.56543(N)    077 44 41.58593(W) AD(       ) 2
 EA2929  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG    3  
 EA2929
 EA2929.Superseded values are not recommended for survey control.
 EA2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2929.See file dsdata.txt to determine how the superseded data were derived.
 EA2929
 EA2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4908760712(NAD 83)
 EA2929_MARKER: DE = TRAVERSE STATION DISK
 EA2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2929_STAMPING: BROWNING 1975
 EA2929_MARK LOGO: NCGS  
 EA2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2929+STABILITY: SURFACE MOTION
 EA2929
 EA2929  HISTORY     - Date     Condition        Report By
 EA2929  HISTORY     - 1975     MONUMENTED       NCGS
 EA2929  HISTORY     - 19940402 GOOD             USPSQD
 EA2929
 EA2929                          STATION DESCRIPTION
 EA2929
 EA2929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA2929'BROWNING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2929'IN THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA2929'
 EA2929'BROWNING IS LOCATED IN THE COMMUNITY OF LYMAN, 4.3 MILES ENE OF
 EA2929'CHINQUAPIN AND 4.3 MILES SSE OF BEULAVILLE.  TO REACH STATION FROM
 EA2929'INTERSECTION OF NC 41 WITH SR 1001 AT EAST EDGE OF CHINQUAPIN,
 EA2929'PROCEED EASTERLY ALONG SR 1001 FOR 3.75 MILES TO STATION ON LEFT
 EA2929'IN NORTH SHOULDER OF ROAD, ACROSS HIGHWAY AND NEARLY
 EA2929'PERPENDICULAR TO FRONT DOOR OF STANLEY BROWNS MOBILE HOME AND 0.1
 EA2929'MILE EAST OF SR 1801 CROSSROADS IN SMALL COMMUNITY OF LYMAN.
 EA2929'
 EA2929'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2929'BROWNING 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2929'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2929'
 EA2929'MARK IS 15.6 FT N OF C/L SR 1001
 EA2929'
 EA2929'32.7 FT E OF C/L PROJECTION OF BROWNS DRIVEWAY
 EA2929'
 EA2929'43.6 FT NE OF EAST END OF A 15 INCH CULVERT UNDER DRIVE
 EA2929'
 EA2929'51.6 FT W OF PP 734 WITH ALUMINUM REF. TAG
 EA2929'
 EA2929'58.7 FT NE OF BROWNS MAILBOX
 EA2929'
 EA2929'105.9 FT E OF PP WITH TP PEDESTAL 37S WITH ALUMINUM REF. TAG
 EA2929
 EA2929                          STATION RECOVERY (1994)
 EA2929
 EA2929'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4491 ***********************************************************************
 FY4491  DESIGNATION -  BROWNING
 FY4491  PID         -  FY4491
 FY4491  STATE/COUNTY-  NC/ORANGE
 FY4491  USGS QUAD   -  NORTHWEST DURHAM (1993)
 FY4491
 FY4491                         *CURRENT SURVEY CONTROL
 FY4491  ___________________________________________________________________
 FY4491* NAD 83(2001)-  36 06 09.52624(N)    078 59 24.93894(W)     ADJUSTED  
 FY4491* NAVD 88     -       209.2    (meters)     686.     (feet)  VERTCON   
 FY4491  ___________________________________________________________________
 FY4491  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 FY4491  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 FY4491  HORZ ORDER  -  SECOND
 FY4491
 FY4491.The horizontal coordinates were established by classical geodetic methods
 FY4491.and adjusted by the National Geodetic Survey in August 2005.
 FY4491
 FY4491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4491
 FY4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4491
 FY4491.The geoid height was determined by GEOID03.
 FY4491
 FY4491;                    North         East     Units Scale Factor Converg.
 FY4491;SPC NC       -   260,990.030   610,478.186   MT  0.99998276   +0 00 20.2
 FY4491;SPC NC       -   856,264.79  2,002,877.18   sFT  0.99998276   +0 00 20.2
 FY4491;UTM  17      - 3,997,203.503   680,909.432   MT  1.00000328   +1 11 04.3
 FY4491
 FY4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4491!SPC NC       -   0.99997201  x   0.99998276  =   0.99995477
 FY4491!UTM  17      -   0.99997201  x   1.00000328  =   0.99997529
 FY4491
 FY4491                          SUPERSEDED SURVEY CONTROL
 FY4491
 FY4491  NAD 83(1993)-  36 06 09.52882(N)    078 59 24.94696(W) AD(       ) 2
 FY4491  NAD 83(1986)-  36 06 09.53043(N)    078 59 24.94620(W) AD(       ) 2
 FY4491  NGVD 29 (07/16/92)  209.4    (m)          687.     (f) VERT ANG    3  
 FY4491
 FY4491.Superseded values are not recommended for survey control.
 FY4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4491.See file dsdata.txt to determine how the superseded data were derived.
 FY4491
 FY4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8090997204(NAD 83)
 FY4491_MARKER: DE = TRAVERSE STATION DISK
 FY4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4491_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4491+STABILITY: SURFACE MOTION
 FY4491
 FY4491  HISTORY     - Date     Condition        Report By
 FY4491  HISTORY     - 1981     MONUMENTED       NCGS
 FY4491  HISTORY     - 20080108 GOOD             GEOCAC
 FY4491
 FY4491                          STATION DESCRIPTION
 FY4491
 FY4491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4491'STATION IS LOCATED ABOUT 6.4
 FY4491'MILES NORTHEAST OF HILLSBOROUGH AND 9.2 MILES NORTHWEST OF DURHAM.
 FY4491'
 FY4491'PROCEED ALONG US 70 FOR 0.2 MILE NORTHWEST FROM I-85 OVERPASS
 FY4491'(BETWEEN HILLSBOROUGH AND DURHAM), TO PLEASANT GREEN ROAD
 FY4491'(SR 1567), THENCE ALONG SR 1567 NORTHEAST FOR 4.7 MILES TO STATION
 FY4491'ON RIGHT, AT THE NORTH END OF OF A CUT AND 0.25 MILE NORTH OF SR
 FY4491'1572 AND SR 1600 INTERSECTION.
 FY4491'
 FY4491'THE STATION IS A STANDARD NCGS DISK
 FY4491'STAMPED---BROWNING 1981---,
 FY4491'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4491'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY4491'9.6 METERS (31.5 FT) EAST FROM THE CENTERLINE OF HIGHWAY,
 FY4491'1.2 METERS (4.1 FT) WEST FROM A METAL WITNESS POST,
 FY4491'44.2 METERS (145.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
 FY4491'INTERSECTION OF HIGHWAY AND DRIVEWAY LEADING WEST--AND
 FY4491'5.4 METERS (17.7 FT) SOUTH-SOUTHWEST FROM A 15 INCH PINE AND
 FY4491'5.4 METERS (17.6 FT) NORTHWEST FROM A 12 INCH PINE--BOTH WITH
 FY4491'REFERENCE TAGS.
 FY4491'
 FY4491'MARK IS LEVEL WITH HIGHWAY.
 FY4491
 FY4491                          STATION RECOVERY (2008)
 FY4491
 FY4491'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY4491'ADD THAT MARK IS 4 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2323 ***********************************************************************
 AI2323  DESIGNATION -  BROWNING
 AI2323  PID         -  AI2323
 AI2323  STATE/COUNTY-  NC/GUILFORD
 AI2323  USGS QUAD   -  BELEWS CREEK (1994)
 AI2323
 AI2323                         *CURRENT SURVEY CONTROL
 AI2323  ___________________________________________________________________
 AI2323* NAD 83(2007)-  36 10 46.82156(N)    080 02 13.62829(W)     ADJUSTED  
 AI2323* NAVD 88     -       279.585  (meters)     917.27   (feet)  ADJUSTED  
 AI2323  ___________________________________________________________________
 AI2323  EPOCH DATE  -        2002.00
 AI2323  X           -     891,772.892 (meters)                     COMP
 AI2323  Y           -  -5,076,725.674 (meters)                     COMP
 AI2323  Z           -   3,744,448.265 (meters)                     COMP
 AI2323  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 AI2323  ELLIP HEIGHT-         247.227 (meters)          (02/10/07) ADJUSTED
 AI2323  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AI2323  DYNAMIC HT  -         279.334 (meters)     916.45  (feet)  COMP
 AI2323
 AI2323  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2323  Type    PID    Designation                      North   East  Ellip
 AI2323  -------------------------------------------------------------------
 AI2323  NETWORK AI2323 BROWNING                          0.43   0.59   0.80
 AI2323  -------------------------------------------------------------------
 AI2323  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 AI2323
 AI2323  VERT ORDER  -  SECOND    CLASS II
 AI2323
 AI2323.The horizontal coordinates were established by GPS observations
 AI2323.and adjusted by the National Geodetic Survey in February 2007.
 AI2323
 AI2323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2323.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2323.The horizontal coordinates are valid at the epoch date displayed above.
 AI2323.The epoch date for horizontal control is a decimal equivalence
 AI2323.of Year/Month/Day.
 AI2323
 AI2323.The orthometric height was determined by differential leveling
 AI2323.and adjusted in May 2001.
 AI2323
 AI2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2323
 AI2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2323
 AI2323.The ellipsoidal height was determined by GPS observations
 AI2323.and is referenced to NAD 83.
 AI2323
 AI2323.The geoid height was determined by GEOID03.
 AI2323
 AI2323.The dynamic height is computed by dividing the NAVD 88
 AI2323.geopotential number by the normal gravity value computed on the
 AI2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2323.degrees latitude (g = 980.6199 gals.).
 AI2323
 AI2323.The modeled gravity was interpolated from observed gravity values.
 AI2323
 AI2323;                    North         East     Units Scale Factor Converg.
 AI2323;SPC NC       -   270,024.270   516,304.680   MT  1.00000366   -0 35 54.9
 AI2323;SPC NC       -   885,904.63  1,693,909.60   sFT  1.00000366   -0 35 54.9
 AI2323;UTM  17      - 4,004,306.592   586,586.145   MT  0.99969237   +0 34 06.4
 AI2323
 AI2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2323!SPC NC       -   0.99996120  x   1.00000366  =   0.99996486
 AI2323!UTM  17      -   0.99996120  x   0.99969237  =   0.99965358
 AI2323
 AI2323                          SUPERSEDED SURVEY CONTROL
 AI2323
 AI2323  NAD 83(2001)-  36 10 46.82186(N)    080 02 13.62817(W) AD(       ) 1
 AI2323  ELLIP H (03/13/03)  247.223  (m)                       GP(       ) 4 2
 AI2323  NAD 83(1986)-  36 10 46.82811(N)    080 02 13.63569(W) AD(       ) 1
 AI2323  NAVD 88 (11/03/99)  279.58   (m)          917.3    (f) LEVELING    3  
 AI2323
 AI2323.Superseded values are not recommended for survey control.
 AI2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2323.See file dsdata.txt to determine how the superseded data were derived.
 AI2323
 AI2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8658604307(NAD 83)
 AI2323_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2323_STAMPING: BROWNING 1991
 AI2323_MARK LOGO: NCGS  
 AI2323_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2323+STABILITY: SURFACE MOTION
 AI2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2323+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2323
 AI2323  HISTORY     - Date     Condition        Report By
 AI2323  HISTORY     - 1991     MONUMENTED       NCGS
 AI2323
 AI2323                          STATION DESCRIPTION
 AI2323
 AI2323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2323'STATION IS LOCATED ABOUT 15.6 MI (25.1 KM) WEST-NORTHWEST OF
 AI2323'GREENSBORO, AND 5.2 MI (8.4 KM) SOUTHWEST OF STOKESDALE. ALONG SR 2028
 AI2323'(HAW RIVER RD) FOR 3.55 MI (5.71 KM) SOUTHWEST FROM NC 68 (AT KINGS
 AI2323'CROSSROADS), ON THE EAST SIDE OF THE GUILFORD-FORSYTH COUNTY LINE
 AI2323'CROSSING, IN THE NORTHEAST CORNER OF--BROWINGS--YARD. MARK IS LEVEL
 AI2323'WITH ROAD AND FLUSH WITH GROUND. LOCATED 21.0 FT (6.4 M) SOUTH OF THE
 AI2323'CENTERLINE OF ROAD, 20.0 FT (6.1 M) WEST OF THE CENTERLINE OF GRAVEL
 AI2323'DRIVE, 162.0 FT (49.4 M) EAST OF THE CENTERLINE OF ROAD AT COUNTY
 AI2323'LINE, 93.9 FT (28.6 M) NORTHEAST OF THE NORTHEAST CORNER OF WHITE
 AI2323'SHINGLED HOUSE, 85.2 FT (26.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AI2323'AN OLD SHED, AND 36.0 FT (11.0 M) EAST-NORTHEAST OF A SERVICE POLE
 AI2323'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2589 ***********************************************************************
 EY2589  DESIGNATION -  BROWNJO
 EY2589  PID         -  EY2589
 EY2589  STATE/COUNTY-  NC/JONES
 EY2589  USGS QUAD   -  COMFORT (1980)
 EY2589
 EY2589                         *CURRENT SURVEY CONTROL
 EY2589  ___________________________________________________________________
 EY2589* NAD 83(2001)-  35 00 04.57181(N)    077 32 58.54860(W)     ADJUSTED  
 EY2589* NAVD 88     -        17.955  (meters)      58.91   (feet)  ADJUSTED  
 EY2589  ___________________________________________________________________
 EY2589  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 EY2589  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 EY2589  DYNAMIC HT  -          17.939 (meters)      58.85  (feet)  COMP
 EY2589  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 EY2589
 EY2589  HORZ ORDER  -  SECOND
 EY2589  VERT ORDER  -  SECOND    CLASS I
 EY2589
 EY2589.The horizontal coordinates were established by classical geodetic methods
 EY2589.and adjusted by the National Geodetic Survey in August 2005.
 EY2589
 EY2589.The orthometric height was determined by differential leveling
 EY2589.and adjusted in December 2008.
 EY2589
 EY2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2589
 EY2589.The geoid height was determined by GEOID03.
 EY2589
 EY2589.The dynamic height is computed by dividing the NAVD 88
 EY2589.geopotential number by the normal gravity value computed on the
 EY2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2589.degrees latitude (g = 980.6199 gals.).
 EY2589
 EY2589.The modeled gravity was interpolated from observed gravity values.
 EY2589
 EY2589;                    North         East     Units Scale Factor Converg.
 EY2589;SPC NC       -   139,770.623   741,983.504   MT  0.99988209   +0 50 13.7
 EY2589;SPC NC       -   458,564.12  2,434,324.21   sFT  0.99988209   +0 50 13.7
 EY2589;UTM  18      - 3,876,154.525   267,322.188   MT  1.00026729   -1 27 47.1
 EY2589
 EY2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2589!SPC NC       -   1.00000293  x   0.99988209  =   0.99988502
 EY2589!UTM  18      -   1.00000293  x   1.00026729  =   1.00027022
 EY2589
 EY2589:                Primary Azimuth Mark                     Grid Az
 EY2589:SPC NC       -  ROUSE                                    090 46 53.7
 EY2589:UTM  18      -  ROUSE                                    093 04 54.5
 EY2589
 EY2589|---------------------------------------------------------------------|
 EY2589| PID    Reference Object                     Distance      Geod. Az  |
 EY2589|                                                           dddmmss.s |
 EY2589| EY2588 ROUSE                               APPROX. 1.4 KM 0913707.4 |
 EY2589|---------------------------------------------------------------------|
 EY2589
 EY2589                          SUPERSEDED SURVEY CONTROL
 EY2589
 EY2589  NAD 83(1986)-  35 00 04.57981(N)    077 32 58.56343(W) AD(       ) 2
 EY2589  NAD 27      -  35 00 03.99636(N)    077 32 59.68344(W) AD(       ) 2
 EY2589  NAVD 88 (09/30/05)   18.002  (m)           59.06   (f) UNKNOWN     2 1
 EY2589  NGVD 29 (07/19/86)   18.4    (m)           60.     (f) VERT ANG    3  
 EY2589
 EY2589.Superseded values are not recommended for survey control.
 EY2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2589.See file dsdata.txt to determine how the superseded data were derived.
 EY2589
 EY2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6732276155(NAD 83)
 EY2589_MARKER: DE = TRAVERSE STATION DISK
 EY2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2589_STAMPING: BROWNJO 1975
 EY2589_MARK LOGO: NCGS  
 EY2589_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2589+STABILITY: SURFACE MOTION
 EY2589
 EY2589  HISTORY     - Date     Condition        Report By
 EY2589  HISTORY     - 1975     MONUMENTED       NCGS
 EY2589  HISTORY     - 19970513 GOOD             NCGS
 EY2589
 EY2589                          STATION DESCRIPTION
 EY2589
 EY2589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2589'BROWNJO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2589'THE VICINITY OF RICHLANDS, NORTH CAROLINA.
 EY2589'
 EY2589'BROWNJO IS LOCATED APPROXIMATELY 7.0 MILES NORTH OF RICHLANDS AND
 EY2589'11.9 MILES WSW OF TRENTON.  TO REACH STATION FROM INTERSECTION OF
 EY2589'U.S. 258 WITH NC 41 AT HARGETTS STORE CROSSROADS, PROCEED EAST
 EY2589'ALONG NC 41 FOR 5.25 MILES TO STATION ON RIGHT, NEAR EAST SIDE OF
 EY2589'YARD OF BROWNS TWO STORY RESIDENCE, AND 0.05 MILE EAST OF
 EY2589'INTERSECTION WITH SR 1139 (S).
 EY2589'
 EY2589'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2589'BROWNJO 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2589'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2589'
 EY2589'MARK IS 52.2 FT SW OF C/L OF NC 41
 EY2589'
 EY2589'31.3 FT SE OF C/L OF DRIVEWAY
 EY2589'
 EY2589'39.7 FT S OF EAST END OF AN 18 INCH CULVERT
 EY2589'
 EY2589'28.0 FT E OF PP WITH ALUMINUM REF. TAG
 EY2589'
 EY2589'88.1 FT SE OF 48 INCH MAPLE WITH ALUMINUM REF. TAG
 EY2589'
 EY2589'37.6 FT NE OF 8 INCH PEAR WITH ALUMINUM REF. TAG
 EY2589
 EY2589                          STATION RECOVERY (1997)
 EY2589
 EY2589'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EY2589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2935 ***********************************************************************
 FZ2935  DESIGNATION -  BROWNS
 FZ2935  PID         -  FZ2935
 FZ2935  STATE/COUNTY-  NC/ASHE
 FZ2935  USGS QUAD   -  PARK (1978)
 FZ2935
 FZ2935                         *CURRENT SURVEY CONTROL
 FZ2935  ___________________________________________________________________
 FZ2935* NAD 83(2007)-  36 30 01.94649(N)    081 30 34.70575(W)     ADJUSTED  
 FZ2935* NAVD 88     -       813.4    (meters)    2669.     (feet)  VERTCON   
 FZ2935  ___________________________________________________________________
 FZ2935  EPOCH DATE  -        2002.00
 FZ2935  X           -     757,967.436 (meters)                     COMP
 FZ2935  Y           -  -5,077,522.563 (meters)                     COMP
 FZ2935  Z           -   3,773,448.151 (meters)                     COMP
 FZ2935  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 FZ2935  ELLIP HEIGHT-         782.361 (meters)          (02/10/07) ADJUSTED
 FZ2935  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 FZ2935
 FZ2935  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2935  Type    PID    Designation                      North   East  Ellip
 FZ2935  -------------------------------------------------------------------
 FZ2935  NETWORK FZ2935 BROWNS                            0.73   0.65   1.63
 FZ2935  -------------------------------------------------------------------
 FZ2935
 FZ2935.The horizontal coordinates were established by GPS observations
 FZ2935.and adjusted by the National Geodetic Survey in February 2007.
 FZ2935
 FZ2935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2935.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2935.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2935.The epoch date for horizontal control is a decimal equivalence
 FZ2935.of Year/Month/Day.
 FZ2935
 FZ2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2935
 FZ2935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2935
 FZ2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2935
 FZ2935.The ellipsoidal height was determined by GPS observations
 FZ2935.and is referenced to NAD 83.
 FZ2935
 FZ2935.The geoid height was determined by GEOID03.
 FZ2935
 FZ2935;                    North         East     Units Scale Factor Converg.
 FZ2935;SPC NC       -   307,986.310   384,760.479   MT  1.00011032   -1 26 54.6
 FZ2935;SPC NC       - 1,010,451.75  1,262,335.00   sFT  1.00011032   -1 26 54.6
 FZ2935;UTM  17      - 4,039,588.802   454,359.151   MT  0.99962566   -0 18 11.4
 FZ2935
 FZ2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2935!SPC NC       -   0.99987723  x   1.00011032  =   0.99998754
 FZ2935!UTM  17      -   0.99987723  x   0.99962566  =   0.99950294
 FZ2935
 FZ2935|---------------------------------------------------------------------|
 FZ2935| PID    Reference Object                     Distance      Geod. Az  |
 FZ2935|                                                           dddmmss.s |
 FZ2935| FZ2913 20 ATA                              365.410 METERS 09017     |
 FZ2935|---------------------------------------------------------------------|
 FZ2935
 FZ2935                          SUPERSEDED SURVEY CONTROL
 FZ2935
 FZ2935  NAD 83(2001)-  36 30 01.94701(N)    081 30 34.70579(W) AD(       ) 1
 FZ2935  ELLIP H (03/27/03)  782.353  (m)                       GP(       ) 4 2
 FZ2935  NAD 83(1995)-  36 30 01.94821(N)    081 30 34.70666(W) AD(       ) 1
 FZ2935  NAD 83(1993)-  36 30 01.95121(N)    081 30 34.70994(W) AD(       ) 1
 FZ2935  NAD 83(1986)-  36 30 01.95746(N)    081 30 34.70981(W) AD(       ) 2
 FZ2935  NAD 83(1986)-  36 30 01.95746(N)    081 30 34.70981(W) AD(       ) 1
 FZ2935  NGVD 29 (09/17/93)  813.5    (m)         2669.     (f) GPS OBS     3  
 FZ2935
 FZ2935.Superseded values are not recommended for survey control.
 FZ2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2935.See file dsdata.txt to determine how the superseded data were derived.
 FZ2935
 FZ2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5435939589(NAD 83)
 FZ2935_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2935_SP_SET: CONCRETE POST
 FZ2935_STAMPING: BROWNS 1991
 FZ2935_MARK LOGO: NCGS  
 FZ2935_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2935+STABILITY: SURFACE MOTION
 FZ2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ2935+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2004
 FZ2935
 FZ2935  HISTORY     - Date     Condition        Report By
 FZ2935  HISTORY     - 1991     MONUMENTED       NCGS
 FZ2935  HISTORY     - 20040712 GOOD             MAC
 FZ2935
 FZ2935                          STATION DESCRIPTION
 FZ2935
 FZ2935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2935'STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF JEFFERSON,
 FZ2935'IN LANSING.
 FZ2935'ALONG NC 194 FOR 0.15 MI (0.24 KM) NORTH FROM SR 1353 (HORSE CREEK RD)
 FZ2935'IN GRASSY AREA NEAR FENCE.
 FZ2935'MARK IS ABOUT 1 FOOT HIGHER THAN HIGHWAY AND FLUSH WITH GROUND .
 FZ2935'LOCATED 22.4 FT (6.8 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 75.8
 FZ2935'FT (23.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF GRAVEL DRIVE, 10.0 FT
 FZ2935'(3.0 M) SOUTH OF A CEDAR RAIL FENCE, 50.0 FT (15.2 M) WEST OF A WATER
 FZ2935'METER, 162.0 FT (49.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 FZ2935'TWO-STORY FRAME HOUSE, 68.5 FT (20.9 M) NORTH-NORTHWEST OF AND ACROSS
 FZ2935'ROAD FROM THE NORTHWEST CORNER OF A FRAME HOUSE, AND 116.5 FT
 FZ2935'(35.5 M) WEST-SOUTHWEST OF A UTILITY AND LIGHT POLE WITH A REFERENCE
 FZ2935'TAG.
 FZ2935
 FZ2935                          STATION RECOVERY (2004)
 FZ2935
 FZ2935'RECOVERY NOTE BY MATTERN AND CRAIG 2004 (JAN)
 FZ2935'STATION IS LOCATED UNDER A SMALL APPLE TREE.  THE CEDAR RAIL FENCE AND
 FZ2935'THE WATER METER ARE GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH5723 ***********************************************************************
 DH5723  DESIGNATION -  BROWNSCH
 DH5723  PID         -  DH5723
 DH5723  STATE/COUNTY-  NC/ORANGE
 DH5723  USGS QUAD   -  HILLSBOROUGH (1994)
 DH5723
 DH5723                         *CURRENT SURVEY CONTROL
 DH5723  ___________________________________________________________________
 DH5723* NAD 83(2007)-  36 03 05.20746(N)    079 07 24.38907(W)     ADJUSTED  
 DH5723* NAVD 88     -       217.3    (meters)     713.     (feet)  GPS OBS   
 DH5723  ___________________________________________________________________
 DH5723  EPOCH DATE  -        2002.00
 DH5723  X           -     974,186.280 (meters)                     COMP
 DH5723  Y           -  -5,070,047.919 (meters)                     COMP
 DH5723  Z           -   3,732,918.341 (meters)                     COMP
 DH5723  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DH5723  ELLIP HEIGHT-         186.770 (meters)          (02/10/07) ADJUSTED
 DH5723  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 DH5723
 DH5723  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5723  Type    PID    Designation                      North   East  Ellip
 DH5723  -------------------------------------------------------------------
 DH5723  NETWORK DH5723 BROWNSCH                          0.33   0.27   0.71
 DH5723  -------------------------------------------------------------------
 DH5723
 DH5723.The horizontal coordinates were established by GPS observations
 DH5723.and adjusted by the National Geodetic Survey in February 2007.
 DH5723
 DH5723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5723.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5723.The horizontal coordinates are valid at the epoch date displayed above.
 DH5723.The epoch date for horizontal control is a decimal equivalence
 DH5723.of Year/Month/Day.
 DH5723
 DH5723.The orthometric height was determined by GPS observations and a
 DH5723.high-resolution geoid model.
 DH5723
 DH5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5723
 DH5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5723
 DH5723.The ellipsoidal height was determined by GPS observations
 DH5723.and is referenced to NAD 83.
 DH5723
 DH5723.The geoid height was determined by GEOID03.
 DH5723
 DH5723;                    North         East     Units Scale Factor Converg.
 DH5723;SPC NC       -   255,315.900   598,478.859   MT  0.99996988   -0 04 16.5
 DH5723;SPC NC       -   837,648.92  1,963,509.39   sFT  0.99996988   -0 04 16.5
 DH5723;UTM  17      - 3,991,284.007   669,029.215   MT  0.99995205   +1 06 16.7
 DH5723
 DH5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5723!SPC NC       -   0.99997069  x   0.99996988  =   0.99994057
 DH5723!UTM  17      -   0.99997069  x   0.99995205  =   0.99992274
 DH5723
 DH5723                          SUPERSEDED SURVEY CONTROL
 DH5723
 DH5723  NAD 83(1986)-  36 03 05.21080(N)    079 07 24.39845(W) AD(       ) 1
 DH5723  NAD 83(2001)-  36 03 05.20766(N)    079 07 24.38917(W) AD(       ) 1
 DH5723  ELLIP H (08/31/05)  186.772  (m)                       GP(       ) 4 2
 DH5723
 DH5723.Superseded values are not recommended for survey control.
 DH5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5723.See file dsdata.txt to determine how the superseded data were derived.
 DH5723
 DH5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6902991284(NAD 83)
 DH5723_MARKER: DH = HORIZONTAL CONTROL DISK
 DH5723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5723_STAMPING: BROWNSCH 1996
 DH5723_MARK LOGO: NCGS  
 DH5723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5723+STABILITY: SURFACE MOTION
 DH5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5723+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 DH5723
 DH5723  HISTORY     - Date     Condition        Report By
 DH5723  HISTORY     - 1996     MONUMENTED       NCGS
 DH5723  HISTORY     - 20060125 GOOD             GEOCAC
 DH5723
 DH5723                          STATION DESCRIPTION
 DH5723
 DH5723'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 DH5723'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTHWEST OF HILLSBOROUGH.
 DH5723'ABOUT 0.1 MI (0.2 KM) SOUTHWEST OF I-40 BRIDGE AT SR 1006 (ORANGE
 DH5723'GROVE RD) AND SR 1221 (NEW GRADY BROWN SCH RD), IN THE SOUTHERN
 DH5723'QUADRANT, BETWEEN THE DITCH AND THE FENCE.  MARK IS ABOUT LEVEL WITH
 DH5723'THE INTERSECTION AND IS FLUSH WITH THE GROUND. LOCATED 46.5 FT (14.2
 DH5723'M) SOUTHEAST OF THE CENTERLINE OF ORANGE GROVE ROAD, ABOUT 73 FT (22.3
 DH5723'M) SOUTH OF CENTERLINE INTERSECTION OF SR 1006/SR 1221, 30.5 FT (9.3
 DH5723'M) SOUTH-SOUTHEAST OF A WATER VALVE, 27.3 FT (8.3 M) WEST OF A
 DH5723'CONCRETE RIGHT-OF-WAY MONUMENT--AND 18.8 FT (5.7 M) WEST-NORTHWEST OF
 DH5723'A WOODEN FENCE POST, 20.0 FT (6.1 M) NORTH OF A WOODEN FENCE
 DH5723'POST--BOTH WITH REFERENCE TAGS.
 DH5723
 DH5723                          STATION RECOVERY (2006)
 DH5723
 DH5723'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 DH5723'RECOVERED AS DESCRIBED. NOW RECESSED 2 CM.
 DH5723' 
 DH5723' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2936 ***********************************************************************
 FZ2936  DESIGNATION -  BROWNWOOD
 FZ2936  PID         -  FZ2936
 FZ2936  STATE/COUNTY-  NC/ASHE
 FZ2936  USGS QUAD   -  TODD (1998)
 FZ2936
 FZ2936                         *CURRENT SURVEY CONTROL
 FZ2936  ___________________________________________________________________
 FZ2936* NAD 83(2007)-  36 16 34.77057(N)    081 33 06.88396(W)     ADJUSTED  
 FZ2936* NAVD 88     -       891.4    (meters)    2925.     (feet)  GPS OBS   
 FZ2936  ___________________________________________________________________
 FZ2936  EPOCH DATE  -        2002.00
 FZ2936  X           -     756,399.105 (meters)                     COMP
 FZ2936  Y           -  -5,092,744.425 (meters)                     COMP
 FZ2936  Z           -   3,753,462.665 (meters)                     COMP
 FZ2936  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 FZ2936  ELLIP HEIGHT-         860.081 (meters)          (02/10/07) ADJUSTED
 FZ2936  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 FZ2936
 FZ2936  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2936  Type    PID    Designation                      North   East  Ellip
 FZ2936  -------------------------------------------------------------------
 FZ2936  NETWORK FZ2936 BROWNWOOD                         0.51   0.45   1.10
 FZ2936  -------------------------------------------------------------------
 FZ2936
 FZ2936.The horizontal coordinates were established by GPS observations
 FZ2936.and adjusted by the National Geodetic Survey in February 2007.
 FZ2936
 FZ2936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2936.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2936.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2936.The epoch date for horizontal control is a decimal equivalence
 FZ2936.of Year/Month/Day.
 FZ2936
 FZ2936.The orthometric height was determined by GPS observations and a
 FZ2936.high-resolution geoid model.
 FZ2936
 FZ2936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2936
 FZ2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2936
 FZ2936.The ellipsoidal height was determined by GPS observations
 FZ2936.and is referenced to NAD 83.
 FZ2936
 FZ2936.The geoid height was determined by GEOID03.
 FZ2936
 FZ2936;                    North         East     Units Scale Factor Converg.
 FZ2936;SPC NC       -   283,208.987   380,334.581   MT  1.00003245   -1 28 22.4
 FZ2936;SPC NC       -   929,161.48  1,247,814.37   sFT  1.00003245   -1 28 22.4
 FZ2936;UTM  17      - 4,014,738.921   450,431.342   MT  0.99963027   -0 19 35.6
 FZ2936
 FZ2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2936!SPC NC       -   0.99986503  x   1.00003245  =   0.99989748
 FZ2936!UTM  17      -   0.99986503  x   0.99963027  =   0.99949535
 FZ2936
 FZ2936                          SUPERSEDED SURVEY CONTROL
 FZ2936
 FZ2936  NAD 83(2001)-  36 16 34.77050(N)    081 33 06.88442(W) AD(       ) 1
 FZ2936  ELLIP H (03/13/03)  860.056  (m)                       GP(       ) 4 2
 FZ2936  NAD 83(1995)-  36 16 34.77148(N)    081 33 06.88342(W) AD(       ) 1
 FZ2936  NAD 83(1993)-  36 16 34.77640(N)    081 33 06.88780(W) AD(       ) 1
 FZ2936  NAD 83(1986)-  36 16 34.78198(N)    081 33 06.89033(W) AD(       ) 2
 FZ2936  NAD 83(1986)-  36 16 34.78198(N)    081 33 06.89033(W) AD(       ) 1
 FZ2936  NGVD 29 (09/17/93)  891.5    (m)         2925.     (f) GPS OBS     3  
 FZ2936
 FZ2936.Superseded values are not recommended for survey control.
 FZ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2936.See file dsdata.txt to determine how the superseded data were derived.
 FZ2936
 FZ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5043114739(NAD 83)
 FZ2936_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2936_SP_SET: CONCRETE POST
 FZ2936_STAMPING: BROWNWOOD 1990
 FZ2936_MARK LOGO: NCGS  
 FZ2936_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2936+STABILITY: SURFACE MOTION
 FZ2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2936+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1994
 FZ2936
 FZ2936  HISTORY     - Date     Condition        Report By
 FZ2936  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2936  HISTORY     - 19940505 GOOD             NCGS
 FZ2936
 FZ2936                          STATION DESCRIPTION
 FZ2936
 FZ2936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2936'STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF
 FZ2936'JEFFERSON AND 8.2 MI (13.2 KM) EAST-NORTHEAST OF BOONE, IN BROWNWOOD
 FZ2936'COMMUNITY, AT SOUTHEAST CORNER OF THE SR 1100 (RAILROAD GRADE ROAD)
 FZ2936'BRIDGE OVER THE SOUTH FORK OF THE NEW RIVER, IN SOUTH SHOULDER.
 FZ2936'LOCATED 16.0 FT (4.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD,
 FZ2936'15.5 FT (4.7 M) EAST-SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE
 FZ2936'BRIDGE RAIL, AND 13.5 FT (4.1 M) WEST-NORTHWEST OF A TELEPHONE POLE
 FZ2936'WITH A REFERENCE TAG.
 FZ2936
 FZ2936                          STATION RECOVERY (1994)
 FZ2936
 FZ2936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FZ2936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2937 ***********************************************************************
 FZ2937  HT_MOD      -  This is a Height Modernization Survey Station.
 FZ2937  DESIGNATION -  BROWNWOOD AZ MK
 FZ2937  PID         -  FZ2937
 FZ2937  STATE/COUNTY-  NC/WATAUGA
 FZ2937  USGS QUAD   -  TODD (1998)
 FZ2937
 FZ2937                         *CURRENT SURVEY CONTROL
 FZ2937  ___________________________________________________________________
 FZ2937* NAD 83(2007)-  36 16 18.00626(N)    081 32 51.12399(W)     ADJUSTED  
 FZ2937* NAVD 88     -       899.24   (meters)    2950.3    (feet)  GPS OBS   
 FZ2937  ___________________________________________________________________
 FZ2937  EPOCH DATE  -        2002.00
 FZ2937  X           -     756,834.087 (meters)                     COMP
 FZ2937  Y           -  -5,092,995.262 (meters)                     COMP
 FZ2937  Z           -   3,753,050.622 (meters)                     COMP
 FZ2937  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 FZ2937  ELLIP HEIGHT-         867.859 (meters)          (02/10/07) ADJUSTED
 FZ2937  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FZ2937
 FZ2937  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2937  Type    PID    Designation                      North   East  Ellip
 FZ2937  -------------------------------------------------------------------
 FZ2937  NETWORK FZ2937 BROWNWOOD AZ MK                   0.67   0.49   1.02
 FZ2937  -------------------------------------------------------------------
 FZ2937
 FZ2937.The horizontal coordinates were established by GPS observations
 FZ2937.and adjusted by the National Geodetic Survey in February 2007.
 FZ2937
 FZ2937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2937.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2937.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2937.The epoch date for horizontal control is a decimal equivalence
 FZ2937.of Year/Month/Day.
 FZ2937
 FZ2937.The orthometric height was determined by GPS observations and a
 FZ2937.high-resolution geoid model.
 FZ2937.The orthometric height was determined by GPS observations and a
 FZ2937.high-resolution geoid model using precise GPS observation and
 FZ2937.processing techniques.
 FZ2937
 FZ2937.Photographs are available for this station.
 FZ2937
 FZ2937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2937
 FZ2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2937
 FZ2937.The ellipsoidal height was determined by GPS observations
 FZ2937.and is referenced to NAD 83.
 FZ2937
 FZ2937.The geoid height was determined by GEOID03.
 FZ2937
 FZ2937;                    North         East     Units Scale Factor Converg.
 FZ2937;SPC NC       -   282,682.306   380,714.538   MT  1.00003100   -1 28 13.3
 FZ2937;SPC NC       -   927,433.53  1,249,060.95   sFT  1.00003100   -1 28 13.3
 FZ2937;UTM  17      - 4,014,220.156   450,821.604   MT  0.99962980   -0 19 26.2
 FZ2937
 FZ2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2937!SPC NC       -   0.99986381  x   1.00003100  =   0.99989481
 FZ2937!UTM  17      -   0.99986381  x   0.99962980  =   0.99949366
 FZ2937
 FZ2937                          SUPERSEDED SURVEY CONTROL
 FZ2937
 FZ2937  NAD 83(1986)-  36 16 18.01775(N)    081 32 51.13110(W) AD(       ) 2
 FZ2937  NAD 83(2001)-  36 16 18.00663(N)    081 32 51.12419(W) AD(       ) 1
 FZ2937  ELLIP H (10/17/03)  867.860  (m)                       GP(       ) 4 2
 FZ2937  NAD 83(1995)-  36 16 18.00727(N)    081 32 51.12342(W) AD(       ) 2
 FZ2937  NAD 83(1993)-  36 16 18.01215(N)    081 32 51.12767(W) AD(       ) 2
 FZ2937  NAD 83(1986)-  36 16 18.01782(N)    081 32 51.13025(W) AD(       ) 2
 FZ2937  NGVD 29 (10/27/97)  899.4    (m)         2951.     (f) VERT ANG    3  
 FZ2937
 FZ2937.Superseded values are not recommended for survey control.
 FZ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2937.See file dsdata.txt to determine how the superseded data were derived.
 FZ2937
 FZ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5082214220(NAD 83)
 FZ2937_MARKER: DZ = AZIMUTH MARK DISK
 FZ2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2937_SP_SET: CONCRETE POST
 FZ2937_STAMPING: BROWNWOOD 1990
 FZ2937_MARK LOGO: NCGS  
 FZ2937_PROJECTION: RECESSED 5 CENTIMETERS
 FZ2937_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2937+STABILITY: SURFACE MOTION
 FZ2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2937+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 FZ2937
 FZ2937  HISTORY     - Date     Condition        Report By
 FZ2937  HISTORY     - 1990     MONUMENTED       NCGS
 FZ2937  HISTORY     - 20021122 GOOD             GEOMET
 FZ2937  HISTORY     - 20031203 GOOD             NCGS
 FZ2937
 FZ2937                          STATION DESCRIPTION
 FZ2937
 FZ2937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FZ2937'STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) SOUTH-SOUTHWEST OF
 FZ2937'JEFFERSON AND 8.4 MI (13.5 KM) EAST-NORTHEAST OF BOONE, IN BROWNWOOD
 FZ2937'COMMUNITY.
 FZ2937'ABOUT 0.45 MI (0.72 KM) SOUTHEAST OF THE SR 1100 (RAILROAD GRADE ROAD)
 FZ2937'BRIDGE OVER THE SOUTH FORK OF THE NEW RIVER, OR 304 FEET SOUTHWEST OF
 FZ2937'THE T-INTERSECTION OF SR 1100 AND SR 1102, IN THE NORTHWEST SHOULDER
 FZ2937'OF SR 1102
 FZ2937'MARK IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 FZ2937'15.0 FT (4.6 M) NORTHWEST OF THE CENTERLINE OF ROAD, 304.0 FT
 FZ2937'(92.7 M) SOUTHWEST OF THE CENTERLINE OF THE T-INTERSECTION, 5.3 FT
 FZ2937'(1.6 M) SOUTHEAST OF A WITNESS POST AT WIRE FENCE--AND 8.0 FT
 FZ2937'(2.4 M) SOUTH-SOUTHEAST OF A FENCE POST, 7.0 FT (2.1 M) EAST OF A
 FZ2937'FENCE POST--BOTH WITH REFERENCE TAGS.
 FZ2937
 FZ2937                          STATION RECOVERY (2002)
 FZ2937
 FZ2937'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 FZ2937'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS.  THE STATION
 FZ2937'IS 5.6 METERS (18.3 FEET) NORTHEAST FROM A UTILITY POLE WITH NO
 FZ2937'NUMBER, 4.9 METERS (16.2 FEET) NORTHWEST FROM THE CENTERLINE OF THE
 FZ2937'ROAD, 1.7 METERS (5.5 FEET) SOUTHEAST FROM A WITNESS POST, AND 0.5
 FZ2937'METER (1.5 FEET) NORTHWEST OF A BARBED WIRE FENCE.
 FZ2937
 FZ2937                          STATION RECOVERY (2003)
 FZ2937
 FZ2937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2937'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  SR 1102 IS NOW SR
 FZ2937'1359-BROWNWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3343 ***********************************************************************
 FA3343  DESIGNATION -  BROYHILL
 FA3343  PID         -  FA3343
 FA3343  STATE/COUNTY-  NC/RUTHERFORD
 FA3343  USGS QUAD   -  RUTHERFORDTON NORTH (1993)
 FA3343
 FA3343                         *CURRENT SURVEY CONTROL
 FA3343  ___________________________________________________________________
 FA3343* NAD 83(2001)-  35 24 11.95555(N)    081 57 56.95569(W)     ADJUSTED  
 FA3343* NAVD 88     -       326.2    (meters)    1070.     (feet)  VERTCON   
 FA3343  ___________________________________________________________________
 FA3343  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 FA3343  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FA3343  HORZ ORDER  -  SECOND
 FA3343
 FA3343.The horizontal coordinates were established by classical geodetic methods
 FA3343.and adjusted by the National Geodetic Survey in August 2005.
 FA3343
 FA3343.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3343
 FA3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3343
 FA3343.The geoid height was determined by GEOID03.
 FA3343
 FA3343;                    North         East     Units Scale Factor Converg.
 FA3343;SPC NC       -   187,426.870   340,265.496   MT  0.99987608   -1 42 42.4
 FA3343;SPC NC       -   614,916.32  1,116,354.38   sFT  0.99987608   -1 42 42.4
 FA3343;UTM  17      - 3,918,199.563   412,300.488   MT  0.99969478   -0 33 34.4
 FA3343
 FA3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3343!SPC NC       -   0.99995381  x   0.99987608  =   0.99982990
 FA3343!UTM  17      -   0.99995381  x   0.99969478  =   0.99964861
 FA3343
 FA3343|---------------------------------------------------------------------|
 FA3343| PID    Reference Object                     Distance      Geod. Az  |
 FA3343|                                                           dddmmss.s |
 FA3343| FA3340 RON                                 324.918 METERS 16022     |
 FA3343|---------------------------------------------------------------------|
 FA3343
 FA3343                          SUPERSEDED SURVEY CONTROL
 FA3343
 FA3343  NAD 83(1986)-  35 24 11.96791(N)    081 57 56.96028(W) AD(       ) 2
 FA3343  NAD 27      -  35 24 11.51297(N)    081 57 57.59247(W) AD(       ) 2
 FA3343  NGVD 29 (07/19/86)  326.4    (m)         1071.     (f) VERT ANG    3  
 FA3343
 FA3343.Superseded values are not recommended for survey control.
 FA3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3343.See file dsdata.txt to determine how the superseded data were derived.
 FA3343
 FA3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1230018200(NAD 83)
 FA3343_MARKER: DE = TRAVERSE STATION DISK
 FA3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3343_STAMPING: BROYHILL 1972
 FA3343_MARK LOGO: NCGS  
 FA3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3343+STABILITY: SURFACE MOTION
 FA3343
 FA3343  HISTORY     - Date     Condition        Report By
 FA3343  HISTORY     - 1972     MONUMENTED       NCGS
 FA3343  HISTORY     - 19830101 POOR             NCGS
 FA3343  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3343  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 FA3343
 FA3343                          STATION DESCRIPTION
 FA3343
 FA3343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA3343'BROYHILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3343'THE VICINITY OF RUTHERFORDTON, NORTH CAROLINA.
 FA3343'
 FA3343'BROYHILL IS LOCATED APPROXIMATELY 2.4 MILES NORTH OF RUTHERFORDTON
 FA3343'AND 3.1 MILES SOUTH OF GILKEY.  TO REACH STATION FROM US 64 AND US
 FA3343'74 OVERPASS BRIDGE OF US 221 IN NORTH RUTHERFORDTON, PROCEED NORTH
 FA3343'ALONG US 221 FOR 1.7 MILES TO INTERSECTION WITH SR 1536 (OLD US 221)
 FA3343'JUST SOUTH OF ENTRANCE TO BROYHILL PLANT, THENCE SOUTHEAST ALONG
 FA3343'SR 1536 FOR 0.1 MILE TO STATION ON THE RIGHT, ACROSS SR 1536 AND
 FA3343'BETWEEN WHITE FRAME HOME AND BRICK HOME.
 FA3343'
 FA3343'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3343'BROYHILL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3343'WHICH IS FLUSH WITH THE GROUND.
 FA3343'
 FA3343'MARK IS
 FA3343'25.7 FEET SW OF C/L OF SR 1536.
 FA3343'73.2 FEET WNW OF 26 INCH OAK WITH ALUMINUM REF. TAG.
 FA3343'133.5 FEET NW OF TP NO. F57 WITH ALUMINUM REF. TAG.
 FA3343'84.7 FEET S OF INTERSECTION OF C/L OF ROAD AND DRIVEWAY TO E AND
 FA3343'O.  LOUIS RESIDENCE (BRICK).
 FA3343
 FA3343                          STATION RECOVERY (1983)
 FA3343
 FA3343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA3343'THE STATION WAS RECOVERED IN POOR CONDITION.  STATION HAS BEEN HIT BY
 FA3343'A PLOW, PROBABLY STILL USABLE.
 FA3343
 FA3343                          STATION RECOVERY (2001)
 FA3343
 FA3343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA3343
 FA3343                          STATION RECOVERY (2005)
 FA3343
 FA3343'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FA3343'ADDITIONAL INFORMATION
 FA3343'FOUND WHAT APPEARS TO BE PART OF A CONCRETE POST BUT NO DISK
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5628 ***********************************************************************
 AH5628  DESIGNATION -  BROYHILL
 AH5628  PID         -  AH5628
 AH5628  STATE/COUNTY-  NC/CALDWELL
 AH5628  USGS QUAD   -  LENOIR (1994)
 AH5628
 AH5628                         *CURRENT SURVEY CONTROL
 AH5628  ___________________________________________________________________
 AH5628* NAD 83(1986)-  35 53 57.     (N)    081 33 00.     (W)     SCALED    
 AH5628* NAVD 88     -       329.530  (meters)    1081.13   (feet)  ADJUSTED  
 AH5628  ___________________________________________________________________
 AH5628  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 AH5628  DYNAMIC HT  -         329.211 (meters)    1080.09  (feet)  COMP
 AH5628  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 AH5628
 AH5628  VERT ORDER  -  SECOND    CLASS II
 AH5628
 AH5628.The horizontal coordinates were scaled from a topographic map and have
 AH5628.an estimated accuracy of +/- 6 seconds.
 AH5628
 AH5628.The orthometric height was determined by differential leveling
 AH5628.and adjusted in July 1999.
 AH5628
 AH5628.The geoid height was determined by GEOID03.
 AH5628
 AH5628.The dynamic height is computed by dividing the NAVD 88
 AH5628.geopotential number by the normal gravity value computed on the
 AH5628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5628.degrees latitude (g = 980.6199 gals.).
 AH5628
 AH5628.The modeled gravity was interpolated from observed gravity values.
 AH5628
 AH5628;                    North         East    Units  Estimated Accuracy
 AH5628;SPC NC       -   241,370.      379,430.      MT  (+/- 180 meters Scaled)
 AH5628
 AH5628                          SUPERSEDED SURVEY CONTROL
 AH5628
 AH5628.No superseded survey control is available for this station.
 AH5628
 AH5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV503729(NAD 83)
 AH5628_MARKER: DE = TRAVERSE STATION DISK
 AH5628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5628_STAMPING: BROYHILL 1987
 AH5628_MARK LOGO: NCGS  
 AH5628_PROJECTION: FLUSH
 AH5628_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5628+STABILITY: SURFACE MOTION
 AH5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5628+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AH5628
 AH5628  HISTORY     - Date     Condition        Report By
 AH5628  HISTORY     - 1987     MONUMENTED       NCGS
 AH5628  HISTORY     - 19980601 GOOD             NCGS
 AH5628
 AH5628                          STATION DESCRIPTION
 AH5628
 AH5628'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AH5628'LOCATED IN LENOIR NEAR THE BROYHILL OCCASSIONAL PLANT NUMBER 1. 2.9 KM
 AH5628'(1.8 MI) SOUTHWEST ALONG NC 18 FROM THE INTERSECTION OF U.S. HIGHWAY
 AH5628'321 INTERSECTION IN LENOIR, ON THE LEFT AT LIGHT POLE ACROSS THE
 AH5628'HIGHWAY FROM THE BROYHILL OCCASSIONAL PLANT NUMBER 1, 12.34 M (40.5
 AH5628'FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 2.59 M (8.5 FT) SOUTH OF EDGE
 AH5628'OF CURB, 1.13 M (3.7 FT) SOUTHEAST OF A LIGHT POLE, 15.54 M (51.0 FT)
 AH5628'WEST-NORTHWEST OF A POWER POLE NUMBER 28, BOTH WITH REFERENCE TAGS,
 AH5628'AND 60.44 M (198.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AH5628'RAILROAD SPUR LINE, IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AH5628'DIAMETER AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1250 ***********************************************************************
 EA1250  DESIGNATION -  BRU 21 NCGS
 EA1250  PID         -  EA1250
 EA1250  STATE/COUNTY-  NC/BRUNSWICK
 EA1250  USGS QUAD   -  WILMINGTON (1979)
 EA1250
 EA1250                         *CURRENT SURVEY CONTROL
 EA1250  ___________________________________________________________________
 EA1250* NAD 83(1986)-  34 14 03.     (N)    077 59 05.     (W)     SCALED    
 EA1250* NAVD 88     -         3.654  (meters)      11.99   (feet)  ADJUSTED  
 EA1250  ___________________________________________________________________
 EA1250  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 EA1250  DYNAMIC HT  -           3.650 (meters)      11.97  (feet)  COMP
 EA1250  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EA1250
 EA1250  VERT ORDER  -  FIRST     CLASS II
 EA1250
 EA1250.The horizontal coordinates were scaled from a topographic map and have
 EA1250.an estimated accuracy of +/- 6 seconds.
 EA1250
 EA1250.The orthometric height was determined by differential leveling
 EA1250.and adjusted in June 1991.
 EA1250
 EA1250.The geoid height was determined by GEOID03.
 EA1250
 EA1250.The dynamic height is computed by dividing the NAVD 88
 EA1250.geopotential number by the normal gravity value computed on the
 EA1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1250.degrees latitude (g = 980.6199 gals.).
 EA1250
 EA1250.The modeled gravity was interpolated from observed gravity values.
 EA1250
 EA1250;                    North         East    Units  Estimated Accuracy
 EA1250;SPC NC       -    54,190.      703,140.      MT  (+/- 180 meters Scaled)
 EA1250
 EA1250                          SUPERSEDED SURVEY CONTROL
 EA1250
 EA1250  NGVD 29 (10/06/93)    3.965  (m)           13.01   (f) ADJUSTED    1 2
 EA1250
 EA1250.Superseded values are not recommended for survey control.
 EA1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1250.See file dsdata.txt to determine how the superseded data were derived.
 EA1250
 EA1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC250921(NAD 83)
 EA1250_MARKER: DB = BENCH MARK DISK
 EA1250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1250_SP_SET: CONCRETE WINGWALL
 EA1250_STAMPING: BRU 21 1979
 EA1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1250+STABILITY: SURFACE MOTION
 EA1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1250+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 EA1250
 EA1250  HISTORY     - Date     Condition        Report By
 EA1250  HISTORY     - 1979     MONUMENTED       NCGS
 EA1250  HISTORY     - 1979     GOOD             NCGS
 EA1250  HISTORY     - 1979     GOOD             NCGS
 EA1250  HISTORY     - 20010627 GOOD             USPSQD
 EA1250  HISTORY     - 20031231 GOOD             USPSQD
 EA1250  HISTORY     - 20041231 GOOD             USPSQD
 EA1250  HISTORY     - 20060218 GOOD             USPSQD
 EA1250
 EA1250                          STATION DESCRIPTION
 EA1250
 EA1250'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1250'2.2 MI WEST FROM WILMINGTON.
 EA1250'1.75 MILES WEST ALONG U.S. 17, 74 AND 76 FROM THE WEST END OF THE
 EA1250'LARGER BRIDGE OVER THE CAPE FEAR RIVER AT WILMINGTON, SET ON TOP
 EA1250'OF THE NORTHEAST WINGWALL OF THE WESTBOUND LANES OF HIGHWAY
 EA1250'BRIDGE OVER BRUNSWICK RIVER, 24.2 FEET NORTH OF CENTERLINE OF
 EA1250'HIGHWAY, 6.6 FEET NORTHWEST OF THE FIRST GUARD RAIL POST AND
 EA1250'1.1 FEET WEST OF BRIDGE RAIL.
 EA1250'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1250
 EA1250                          STATION RECOVERY (1979)
 EA1250
 EA1250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1250'RECOVERED IN GOOD CONDITION.
 EA1250
 EA1250                          STATION RECOVERY (2001)
 EA1250
 EA1250'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EA1250'RECOVERED IN GOOD CONDITION.
 EA1250
 EA1250                          STATION RECOVERY (2003)
 EA1250
 EA1250'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA1250'RECOVERED IN GOOD CONDITION.
 EA1250
 EA1250                          STATION RECOVERY (2004)
 EA1250
 EA1250'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA1250'RECOVERED IN GOOD CONDITION.
 EA1250
 EA1250                          STATION RECOVERY (2006)
 EA1250
 EA1250'RECOVERY NOTE BY US POWER SQUADRON 2006
 EA1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1387 ***********************************************************************
 EB1387  DESIGNATION -  BRU 22
 EB1387  PID         -  EB1387
 EB1387  STATE/COUNTY-  NC/BRUNSWICK
 EB1387  USGS QUAD   -  WINNABOW (1990)
 EB1387
 EB1387                         *CURRENT SURVEY CONTROL
 EB1387  ___________________________________________________________________
 EB1387* NAD 83(1986)-  34 09 24.     (N)    078 05 29.     (W)     SCALED    
 EB1387* NAVD 88     -         4.245  (meters)      13.93   (feet)  ADJUSTED  
 EB1387  ___________________________________________________________________
 EB1387  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 EB1387  DYNAMIC HT  -           4.241 (meters)      13.91  (feet)  COMP
 EB1387  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 EB1387
 EB1387  VERT ORDER  -  FIRST     CLASS II
 EB1387
 EB1387.The horizontal coordinates were scaled from a topographic map and have
 EB1387.an estimated accuracy of +/- 6 seconds.
 EB1387
 EB1387.The orthometric height was determined by differential leveling
 EB1387.and adjusted in June 1991.
 EB1387
 EB1387.The geoid height was determined by GEOID03.
 EB1387
 EB1387.The dynamic height is computed by dividing the NAVD 88
 EB1387.geopotential number by the normal gravity value computed on the
 EB1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1387.degrees latitude (g = 980.6199 gals.).
 EB1387
 EB1387.The modeled gravity was interpolated from observed gravity values.
 EB1387
 EB1387;                    North         East    Units  Estimated Accuracy
 EB1387;SPC NC       -    45,500.      693,390.      MT  (+/- 180 meters Scaled)
 EB1387
 EB1387                          SUPERSEDED SURVEY CONTROL
 EB1387
 EB1387  NGVD 29 (10/06/93)    4.573  (m)           15.00   (f) ADJUSTED    1 2
 EB1387
 EB1387.Superseded values are not recommended for survey control.
 EB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1387.See file dsdata.txt to determine how the superseded data were derived.
 EB1387
 EB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT681833(NAD 83)
 EB1387_MARKER: DB = BENCH MARK DISK
 EB1387_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB1387_SP_SET: BRIDGE WINGWALL
 EB1387_STAMPING: BRU 22 1979
 EB1387_MARK LOGO: NCGS  
 EB1387_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 EB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1387+STABILITY: SURFACE MOTION
 EB1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1387+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 EB1387
 EB1387  HISTORY     - Date     Condition        Report By
 EB1387  HISTORY     - 1979     MONUMENTED       NCGS
 EB1387  HISTORY     - 1979     GOOD             NCGS
 EB1387  HISTORY     - 19980929 GOOD             NCGS
 EB1387  HISTORY     - 19980929 GOOD             NCGS
 EB1387  HISTORY     - 20010627 GOOD             USPSQD
 EB1387  HISTORY     - 20041128 GOOD             USPSQD
 EB1387  HISTORY     - 20060219 GOOD             USPSQD
 EB1387
 EB1387                          STATION DESCRIPTION
 EB1387
 EB1387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1387'0.5 MI NORTH FROM WINNABOW.
 EB1387'0.85 MILE NORTH ALONG U.S. 17 FROM THE WINNABOW POST OFFICE, SET
 EB1387'ON TOP OF THE NORTHWEST WINGWALL OF THE NORTH END OF THE 200 FOOT
 EB1387'NORTHBOUND BRIDGE OVER TOWN CREEK, 21.8 FEET WEST OF CENTERLINE
 EB1387'OF NORTHBOUND LANES, 5.1 FEET SOUTH OF END OF BRIDGE RAIL AND
 EB1387'2.1 FEET WEST OF BRIDGE RAIL.
 EB1387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1387
 EB1387                          STATION RECOVERY (1998)
 EB1387
 EB1387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1387'RECOVERED AS DESCRIBED WITH FOLLOWING ADDITIONS.  LOCATED 1.0 MILE
 EB1387'(1.6 KM) NORTH ALONG U.S.  17 FROM THE WINNABOW POST OFFICE, NOT 0.85
 EB1387'MI (1.37 KM) .
 EB1387
 EB1387                          STATION RECOVERY (1998)
 EB1387
 EB1387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1387'RECOVERED AS DESCRIBED.
 EB1387
 EB1387                          STATION RECOVERY (2001)
 EB1387
 EB1387'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1387'RECOVERED IN GOOD CONDITION.
 EB1387
 EB1387                          STATION RECOVERY (2004)
 EB1387
 EB1387'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB1387'RECOVERED IN GOOD CONDITION.
 EB1387
 EB1387                          STATION RECOVERY (2006)
 EB1387
 EB1387'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1390 ***********************************************************************
 EB1390  DESIGNATION -  BRU 23
 EB1390  PID         -  EB1390
 EB1390  STATE/COUNTY-  NC/BRUNSWICK
 EB1390  USGS QUAD   -  WINNABOW (1990)
 EB1390
 EB1390                         *CURRENT SURVEY CONTROL
 EB1390  ___________________________________________________________________
 EB1390* NAD 83(1986)-  34 08 05.     (N)    078 05 41.     (W)     SCALED    
 EB1390* NAVD 88     -         4.526  (meters)      14.85   (feet)  ADJUSTED  
 EB1390  ___________________________________________________________________
 EB1390  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 EB1390  DYNAMIC HT  -           4.521 (meters)      14.83  (feet)  COMP
 EB1390  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 EB1390
 EB1390  VERT ORDER  -  FIRST     CLASS II
 EB1390
 EB1390.The horizontal coordinates were scaled from a topographic map and have
 EB1390.an estimated accuracy of +/- 6 seconds.
 EB1390
 EB1390.The orthometric height was determined by differential leveling
 EB1390.and adjusted in June 1991.
 EB1390
 EB1390.The geoid height was determined by GEOID03.
 EB1390
 EB1390.The dynamic height is computed by dividing the NAVD 88
 EB1390.geopotential number by the normal gravity value computed on the
 EB1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1390.degrees latitude (g = 980.6199 gals.).
 EB1390
 EB1390.The modeled gravity was interpolated from observed gravity values.
 EB1390
 EB1390;                    North         East    Units  Estimated Accuracy
 EB1390;SPC NC       -    43,060.      693,110.      MT  (+/- 180 meters Scaled)
 EB1390
 EB1390                          SUPERSEDED SURVEY CONTROL
 EB1390
 EB1390  NGVD 29 (10/06/93)    4.855  (m)           15.93   (f) ADJUSTED    1 2
 EB1390
 EB1390.Superseded values are not recommended for survey control.
 EB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1390.See file dsdata.txt to determine how the superseded data were derived.
 EB1390
 EB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT679809(NAD 83)
 EB1390_MARKER: DB = BENCH MARK DISK
 EB1390_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EB1390_SP_SET: 30 FOOT HEADWALL
 EB1390_STAMPING: BRU 23 1979
 EB1390_MARK LOGO: NCGS  
 EB1390_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1390+STABILITY: SURFACE MOTION
 EB1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1390+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2001
 EB1390
 EB1390  HISTORY     - Date     Condition        Report By
 EB1390  HISTORY     - 1979     MONUMENTED       NCGS
 EB1390  HISTORY     - 1979     GOOD             NCGS
 EB1390  HISTORY     - 19980928 GOOD             NCGS
 EB1390  HISTORY     - 19980928 GOOD             NCGS
 EB1390  HISTORY     - 20010628 GOOD             USPSQD
 EB1390
 EB1390                          STATION DESCRIPTION
 EB1390
 EB1390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1390'1.0 MI SOUTH FROM WINNABOW.
 EB1390'0.15 MILE NORTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 87
 EB1390'AT BELL SWAMP, SET ON TOP OF THE SOUTH END OF THE EAST HEADWALL
 EB1390'OF THE HIGHWAY BOX CULVERT OVER BELL SWAMP CREEK AND 0.65 MILE
 EB1390'SOUTH OF THE WINNABOW POST OFFICE, 48.7 FEET SOUTHEAST OF
 EB1390'CENTERLINE OF HIGHWAY AND 1.0 FEET NORTHEAST OF END OF HEADWALL.
 EB1390'THE MARK IS 5 FT BELOW HIGHWAY.
 EB1390
 EB1390                          STATION RECOVERY (1998)
 EB1390
 EB1390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1390'STATION RECOVERED IN GOOD CONDITION, AND IS ABOUT 6-FEET LOWER THAN
 EB1390'U.S.  17 NORTHBOUND LANES.
 EB1390
 EB1390                          STATION RECOVERY (1998)
 EB1390
 EB1390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1390'RECOVERED AS DESCRIBED.
 EB1390
 EB1390                          STATION RECOVERY (2001)
 EB1390
 EB1390'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1392 ***********************************************************************
 EB1392  DESIGNATION -  BRU 24 NCGS
 EB1392  PID         -  EB1392
 EB1392  STATE/COUNTY-  NC/BRUNSWICK
 EB1392  USGS QUAD   -  FUNSTON (1990)
 EB1392
 EB1392                         *CURRENT SURVEY CONTROL
 EB1392  ___________________________________________________________________
 EB1392* NAD 83(1986)-  34 06 26.     (N)    078 05 18.     (W)     SCALED    
 EB1392* NAVD 88     -         4.186  (meters)      13.73   (feet)  ADJUSTED  
 EB1392  ___________________________________________________________________
 EB1392  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 EB1392  DYNAMIC HT  -           4.182 (meters)      13.72  (feet)  COMP
 EB1392  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 EB1392
 EB1392  VERT ORDER  -  FIRST     CLASS II
 EB1392
 EB1392.The horizontal coordinates were scaled from a topographic map and have
 EB1392.an estimated accuracy of +/- 6 seconds.
 EB1392
 EB1392.The orthometric height was determined by differential leveling
 EB1392.and adjusted in June 1991.
 EB1392
 EB1392.The geoid height was determined by GEOID03.
 EB1392
 EB1392.The dynamic height is computed by dividing the NAVD 88
 EB1392.geopotential number by the normal gravity value computed on the
 EB1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1392.degrees latitude (g = 980.6199 gals.).
 EB1392
 EB1392.The modeled gravity was interpolated from observed gravity values.
 EB1392
 EB1392;                    North         East    Units  Estimated Accuracy
 EB1392;SPC NC       -    40,020.      693,720.      MT  (+/- 180 meters Scaled)
 EB1392
 EB1392                          SUPERSEDED SURVEY CONTROL
 EB1392
 EB1392  NGVD 29 (10/06/93)    4.516  (m)           14.82   (f) ADJUSTED    1 2
 EB1392
 EB1392.Superseded values are not recommended for survey control.
 EB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1392.See file dsdata.txt to determine how the superseded data were derived.
 EB1392
 EB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT685778(NAD 83)
 EB1392_MARKER: DB = BENCH MARK DISK
 EB1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EB1392_SP_SET: 30 FOOT HEADWALL
 EB1392_STAMPING: BRU 24 1979
 EB1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1392+STABILITY: SURFACE MOTION
 EB1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1392+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2001
 EB1392
 EB1392  HISTORY     - Date     Condition        Report By
 EB1392  HISTORY     - 1979     MONUMENTED       NCGS
 EB1392  HISTORY     - 1979     GOOD             NCGS
 EB1392  HISTORY     - 20010630 GOOD             USPSQD
 EB1392
 EB1392                          STATION DESCRIPTION
 EB1392
 EB1392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1392'2.8 MI SOUTH FROM WINNABOW.
 EB1392'0.8 MILE SOUTH ALONG U.S. 17 FROM THE WINNABOW POST OFFICE,
 EB1392'THENCE 1.9 MILES SOUTH ALONG N.C. 87 SET ON TOP OF A 30 FOOT
 EB1392'HEADWALL FOR A BRIDGE OVER HARRIS SWAMP CREEK, 27.1 FEET SOUTHWEST
 EB1392'OF CENTERLINE OF HIGHWAY, 17.5 FEET SOUTHEAST OF NORTH END OF
 EB1392'HEADWALL AND 9.0 FEET NORTHWEST OF SOUTH END OF HEADWALL.
 EB1392'THE MARK IS 1 FT BELOW HIGHWAY.
 EB1392
 EB1392                          STATION RECOVERY (2001)
 EB1392
 EB1392'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0988 ***********************************************************************
 DD0988  DESIGNATION -  BRU 25
 DD0988  PID         -  DD0988
 DD0988  STATE/COUNTY-  NC/BRUNSWICK
 DD0988  USGS QUAD   -  SOUTHPORT (1990)
 DD0988
 DD0988                         *CURRENT SURVEY CONTROL
 DD0988  ___________________________________________________________________
 DD0988* NAD 83(1986)-  33 57 03.     (N)    078 01 32.     (W)     SCALED    
 DD0988* NAVD 88     -         8.026  (meters)      26.33   (feet)  ADJUSTED  
 DD0988  ___________________________________________________________________
 DD0988  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 DD0988  DYNAMIC HT  -           8.018 (meters)      26.31  (feet)  COMP
 DD0988  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 DD0988
 DD0988  VERT ORDER  -  FIRST     CLASS II
 DD0988
 DD0988.The horizontal coordinates were scaled from a topographic map and have
 DD0988.an estimated accuracy of +/- 6 seconds.
 DD0988
 DD0988.The orthometric height was determined by differential leveling
 DD0988.and adjusted in June 1991.
 DD0988
 DD0988.The geoid height was determined by GEOID03.
 DD0988
 DD0988.The dynamic height is computed by dividing the NAVD 88
 DD0988.geopotential number by the normal gravity value computed on the
 DD0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0988.degrees latitude (g = 980.6199 gals.).
 DD0988
 DD0988.The modeled gravity was interpolated from observed gravity values.
 DD0988
 DD0988;                    North         East    Units  Estimated Accuracy
 DD0988;SPC NC       -    22,720.      699,690.      MT  (+/- 180 meters Scaled)
 DD0988
 DD0988                          SUPERSEDED SURVEY CONTROL
 DD0988
 DD0988  NGVD 29 (10/06/93)    8.363  (m)           27.44   (f) ADJUSTED    1 2
 DD0988
 DD0988.Superseded values are not recommended for survey control.
 DD0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0988.See file dsdata.txt to determine how the superseded data were derived.
 DD0988
 DD0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT748606(NAD 83)
 DD0988_MARKER: DB = BENCH MARK DISK
 DD0988_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DD0988_SP_SET: BRIDGE WINGWALL
 DD0988_STAMPING: BRU 25 1979
 DD0988_MARK LOGO: NCGS  
 DD0988_PROJECTION: FLUSH
 DD0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0988+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DD0988
 DD0988  HISTORY     - Date     Condition        Report By
 DD0988  HISTORY     - 1979     MONUMENTED       NCGS
 DD0988  HISTORY     - 1979     GOOD             NCGS
 DD0988  HISTORY     - 1986     GOOD             USPSQD
 DD0988  HISTORY     - 1988     GOOD             USPSQD
 DD0988  HISTORY     - 19960923 GOOD             NCGS
 DD0988  HISTORY     - 20010630 GOOD             USPSQD
 DD0988  HISTORY     - 20040207 GOOD             USPSQD
 DD0988  HISTORY     - 20050326 GOOD             USPSQD
 DD0988  HISTORY     - 20060902 GOOD             USPSQD
 DD0988
 DD0988                          STATION DESCRIPTION
 DD0988
 DD0988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 DD0988'1.8 MI NORTH FROM SOUTHPORT.
 DD0988'0.95 MILE NORTHWEST ALONG N.C. 87 FROM THE JUNCTION WITH N.C. 211
 DD0988'AT SOUTHPORT, SET ON TOP OF THE SOUTHWEST WINGWALL FOR A 300 FOOT
 DD0988'BRIDGE OVER A CAROLINA POWER AND LIGHT COMPANY CANAL, 24.4 FEET
 DD0988'SOUTHWEST OF CENTERLINE OF HIGHWAY, 1.2 FEET SOUTHWEST OF BASE
 DD0988'OF BRIDGE RAIL, 3.6 FEET WEST-SOUTHWEST OF END OF BRIDGE RAIL AND
 DD0988'27.0 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 DD0988'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DD0988
 DD0988                          STATION RECOVERY (1986)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 DD0988'RECOVERED IN GOOD CONDITION.
 DD0988
 DD0988                          STATION RECOVERY (1988)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 DD0988'RECOVERED IN GOOD CONDITION.
 DD0988
 DD0988                          STATION RECOVERY (1996)
 DD0988
 DD0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 DD0988'RECOVERED AS DESCRIBED.
 DD0988
 DD0988                          STATION RECOVERY (2001)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD0988'RECOVERED IN GOOD CONDITION.
 DD0988
 DD0988                          STATION RECOVERY (2004)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0988'RECOVERED IN GOOD CONDITION.
 DD0988
 DD0988                          STATION RECOVERY (2005)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0988'RECOVERED IN GOOD CONDITION.
 DD0988
 DD0988                          STATION RECOVERY (2006)
 DD0988
 DD0988'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5007 ***********************************************************************
 AJ5007  DESIGNATION -  BRU 30
 AJ5007  PID         -  AJ5007
 AJ5007  STATE/COUNTY-  NC/BRUNSWICK
 AJ5007  USGS QUAD   -  SHALLOTTE (1990)
 AJ5007
 AJ5007                         *CURRENT SURVEY CONTROL
 AJ5007  ___________________________________________________________________
 AJ5007* NAD 83(2007)-  33 54 11.83372(N)    078 29 20.82602(W)     ADJUSTED  
 AJ5007* NAVD 88     -         7.14   (meters)      23.4    (feet)  LEVELING  
 AJ5007  ___________________________________________________________________
 AJ5007  EPOCH DATE  -        2002.00
 AJ5007  X           -   1,057,481.962 (meters)                     COMP
 AJ5007  Y           -  -5,192,641.779 (meters)                     COMP
 AJ5007  Z           -   3,537,532.157 (meters)                     COMP
 AJ5007  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AJ5007  ELLIP HEIGHT-         -28.358 (meters)          (02/10/07) ADJUSTED
 AJ5007  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AJ5007
 AJ5007  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5007  Type    PID    Designation                      North   East  Ellip
 AJ5007  -------------------------------------------------------------------
 AJ5007  NETWORK AJ5007 BRU 30                            1.29   0.92   3.06
 AJ5007  -------------------------------------------------------------------
 AJ5007  VERT ORDER  -  THIRD ?
 AJ5007
 AJ5007.The horizontal coordinates were established by GPS observations
 AJ5007.and adjusted by the National Geodetic Survey in February 2007.
 AJ5007
 AJ5007.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5007.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5007.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5007.The epoch date for horizontal control is a decimal equivalence
 AJ5007.of Year/Month/Day.
 AJ5007
 AJ5007.The orthometric height was determined by differential leveling.
 AJ5007.The vertical network tie was performed by a horz. field party for horz.
 AJ5007.obs reductions. Reset procedures were used to establish the elevation.
 AJ5007
 AJ5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5007
 AJ5007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5007
 AJ5007.The ellipsoidal height was determined by GPS observations
 AJ5007.and is referenced to NAD 83.
 AJ5007
 AJ5007.The geoid height was determined by GEOID03.
 AJ5007
 AJ5007;                    North         East     Units Scale Factor Converg.
 AJ5007;SPC NC       -    17,127.145   656,859.062   MT  1.00014680   +0 17 41.5
 AJ5007;SPC NC       -    56,191.31  2,155,045.11   sFT  1.00014680   +0 17 41.5
 AJ5007;UTM  17      - 3,754,271.373   732,165.223   MT  1.00026451   +1 24 04.2
 AJ5007
 AJ5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5007!SPC NC       -   1.00000445  x   1.00014680  =   1.00015125
 AJ5007!UTM  17      -   1.00000445  x   1.00026451  =   1.00026896
 AJ5007
 AJ5007                          SUPERSEDED SURVEY CONTROL
 AJ5007
 AJ5007  NAD 83(2001)-  33 54 11.83391(N)    078 29 20.82565(W) AD(       ) 1
 AJ5007  ELLIP H (03/13/03)  -28.347  (m)                       GP(       ) 4 2
 AJ5007  NAD 83(1986)-  33 54 11.84247(N)    078 29 20.83351(W) AD(       ) 1
 AJ5007
 AJ5007.Superseded values are not recommended for survey control.
 AJ5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5007.See file dsdata.txt to determine how the superseded data were derived.
 AJ5007
 AJ5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT3216554271(NAD 83)
 AJ5007_MARKER: DB = BENCH MARK DISK
 AJ5007_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ5007_SP_SET: HEADWALL WINGWALL
 AJ5007_STAMPING: BRU 30 1999
 AJ5007_MARK LOGO: NCGS  
 AJ5007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ5007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5007+STABILITY: SURFACE MOTION
 AJ5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5007+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1999
 AJ5007
 AJ5007  HISTORY     - Date     Condition        Report By
 AJ5007  HISTORY     - 1999     MONUMENTED       NCGS
 AJ5007  HISTORY     - 19990104 GOOD             NCGS
 AJ5007
 AJ5007                          STATION DESCRIPTION
 AJ5007
 AJ5007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5007'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF
 AJ5007'GRISSETTOWN AND 7.9 SOUTHWEST OF SHALLOTTE.  ALONG NC 904 (SEASIDE
 AJ5007'ROAD) FOR 0.1 MI (0.2 KM) NORTH FROM THE SOUTH BRUNSWICK BRANCH OF
 AJ5007'SHALLOTTE POST OFFICE TO LEAK STREET, IN THE TOP OF THE NORTH END OF A
 AJ5007'21-FT LONG CONCRETE HEADWALL FOR TWIN CORRUGATED METAL PIPES IN
 AJ5007'CALABASH CREEK, OR 0.05 MI (0.08 KM) NORTH OF THE SUNSET BEACH CITY
 AJ5007'LIMITS.  MARK IS 2-FT LOWER THAN NC 904 AND FLUSH WITH THE TOP OF THE
 AJ5007'HEADWALL.  LOCATED 30.3 FT (9.2 M) EAST OF THE CENTERLINE OF NC 904,
 AJ5007'1.0 FT (0.3 M) SOUTH OF THE NORTH END OF THE HEADWALL, 64.3 FT (19.6
 AJ5007'M) NORTH OF THE CENTERLINE OF LEAK STREET AND 39.0 FT (11.9 M)
 AJ5007'NORTH-NORTHWEST OF A LIGHT POLE WITH REFERENCE TAG.
 AJ5007
 AJ5007                          STATION RECOVERY (1999)
 AJ5007
 AJ5007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5007'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4922 ***********************************************************************
 AJ4922  DESIGNATION -  BRU 39
 AJ4922  PID         -  AJ4922
 AJ4922  STATE/COUNTY-  NC/BRUNSWICK
 AJ4922  USGS QUAD   -  SHALLOTTE (1990)
 AJ4922
 AJ4922                         *CURRENT SURVEY CONTROL
 AJ4922  ___________________________________________________________________
 AJ4922* NAD 83(2007)-  33 56 52.02572(N)    078 29 30.72451(W)     ADJUSTED  
 AJ4922* NAVD 88     -         9.59   (meters)      31.5    (feet)  LEVELING  
 AJ4922  ___________________________________________________________________
 AJ4922  EPOCH DATE  -        2002.00
 AJ4922  X           -   1,056,683.596 (meters)                     COMP
 AJ4922  Y           -  -5,189,995.208 (meters)                     COMP
 AJ4922  Z           -   3,541,629.013 (meters)                     COMP
 AJ4922  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AJ4922  ELLIP HEIGHT-         -25.891 (meters)          (02/10/07) ADJUSTED
 AJ4922  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AJ4922
 AJ4922  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4922  Type    PID    Designation                      North   East  Ellip
 AJ4922  -------------------------------------------------------------------
 AJ4922  NETWORK AJ4922 BRU 39                            0.84   0.65   2.41
 AJ4922  -------------------------------------------------------------------
 AJ4922  VERT ORDER  -  THIRD ?
 AJ4922
 AJ4922.The horizontal coordinates were established by GPS observations
 AJ4922.and adjusted by the National Geodetic Survey in February 2007.
 AJ4922
 AJ4922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4922.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4922.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4922.The epoch date for horizontal control is a decimal equivalence
 AJ4922.of Year/Month/Day.
 AJ4922
 AJ4922.The orthometric height was determined by differential leveling.
 AJ4922.The vertical network tie was performed by a horz. field party for horz.
 AJ4922.obs reductions. Reset procedures were used to establish the elevation.
 AJ4922
 AJ4922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4922
 AJ4922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4922
 AJ4922.The ellipsoidal height was determined by GPS observations
 AJ4922.and is referenced to NAD 83.
 AJ4922
 AJ4922.The geoid height was determined by GEOID03.
 AJ4922
 AJ4922;                    North         East     Units Scale Factor Converg.
 AJ4922;SPC NC       -    22,062.195   656,579.453   MT  1.00012904   +0 17 35.8
 AJ4922;SPC NC       -    72,382.38  2,154,127.76   sFT  1.00012904   +0 17 35.8
 AJ4922;UTM  17      - 3,759,200.719   731,790.263   MT  1.00026236   +1 24 04.5
 AJ4922
 AJ4922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4922!SPC NC       -   1.00000406  x   1.00012904  =   1.00013311
 AJ4922!UTM  17      -   1.00000406  x   1.00026236  =   1.00026643
 AJ4922
 AJ4922                          SUPERSEDED SURVEY CONTROL
 AJ4922
 AJ4922  NAD 83(2001)-  33 56 52.02589(N)    078 29 30.72413(W) AD(       ) 1
 AJ4922  ELLIP H (03/13/03)  -25.882  (m)                       GP(       ) 4 2
 AJ4922  NAD 83(1986)-  33 56 52.03448(N)    078 29 30.73207(W) AD(       ) 1
 AJ4922
 AJ4922.Superseded values are not recommended for survey control.
 AJ4922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4922.See file dsdata.txt to determine how the superseded data were derived.
 AJ4922
 AJ4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT3179059201(NAD 83)
 AJ4922_MARKER: DB = BENCH MARK DISK
 AJ4922_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4922_SP_SET: CULVERT HEADWALL
 AJ4922_STAMPING: BRU 39 1998
 AJ4922_MARK LOGO: NCGS  
 AJ4922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4922+STABILITY: SURFACE MOTION
 AJ4922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4922+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1998
 AJ4922
 AJ4922  HISTORY     - Date     Condition        Report By
 AJ4922  HISTORY     - 1998     MONUMENTED       NCGS
 AJ4922  HISTORY     - 19980922 GOOD             NCGS
 AJ4922
 AJ4922                          STATION DESCRIPTION
 AJ4922
 AJ4922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4922'STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF SHALLOTTE
 AJ4922'AND 0.6 MI (1.0 KM) EAST-SOUTHEAST OF GRISSETTOWN.  ALONG US 17
 AJ4922'NORTHBOUND FOR 0.6 MI (1.0 KM) EAST FROM NC 904 AT GRISSETTOWN, TO THE
 AJ4922'SHALLOTTE RIVER, IN THE TOP OF THE EAST END OF THE SOUTHERN CONCRETE
 AJ4922'HEADWALL OF A DOUBLE BOX CULVERT.  MARK IS 4-FT LOWER THAN US 17
 AJ4922'NORTHBOUND AND FLUSH WITH THE TOP OF THE HEADWALL.  LOCATED 37.6 FT
 AJ4922'(11.5 M) SOUTH OF THE CENTERLINE OF US 17 NORTHBOUND LANES, AND 1.0 FT
 AJ4922'(0.3 M) WEST OF THE EAST END OF THE 18-FT LONG HEADWALL.
 AJ4922
 AJ4922                          STATION RECOVERY (1998)
 AJ4922
 AJ4922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4925 ***********************************************************************
 AJ4925  DESIGNATION -  BRU 42
 AJ4925  PID         -  AJ4925
 AJ4925  STATE/COUNTY-  NC/BRUNSWICK
 AJ4925  USGS QUAD   -  SHALLOTTE (1990)
 AJ4925
 AJ4925                         *CURRENT SURVEY CONTROL
 AJ4925  ___________________________________________________________________
 AJ4925* NAD 83(2007)-  33 57 18.04745(N)    078 26 53.37198(W)     ADJUSTED  
 AJ4925* NAVD 88     -        12.79   (meters)      42.0    (feet)  LEVELING  
 AJ4925  ___________________________________________________________________
 AJ4925  EPOCH DATE  -        2002.00
 AJ4925  X           -   1,060,553.409 (meters)                     COMP
 AJ4925  Y           -  -5,188,751.406 (meters)                     COMP
 AJ4925  Z           -   3,542,295.823 (meters)                     COMP
 AJ4925  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AJ4925  ELLIP HEIGHT-         -22.784 (meters)          (02/10/07) ADJUSTED
 AJ4925  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 AJ4925
 AJ4925  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4925  Type    PID    Designation                      North   East  Ellip
 AJ4925  -------------------------------------------------------------------
 AJ4925  NETWORK AJ4925 BRU 42                            1.10   0.88   2.94
 AJ4925  -------------------------------------------------------------------
 AJ4925  VERT ORDER  -  THIRD ?
 AJ4925
 AJ4925.The horizontal coordinates were established by GPS observations
 AJ4925.and adjusted by the National Geodetic Survey in February 2007.
 AJ4925
 AJ4925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4925.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4925.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4925.The epoch date for horizontal control is a decimal equivalence
 AJ4925.of Year/Month/Day.
 AJ4925
 AJ4925.The orthometric height was determined by differential leveling.
 AJ4925.The vertical network tie was performed by a horz. field party for horz.
 AJ4925.obs reductions. Reset procedures were used to establish the elevation.
 AJ4925
 AJ4925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4925
 AJ4925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4925
 AJ4925.The ellipsoidal height was determined by GPS observations
 AJ4925.and is referenced to NAD 83.
 AJ4925
 AJ4925.The geoid height was determined by GEOID03.
 AJ4925
 AJ4925;                    North         East     Units Scale Factor Converg.
 AJ4925;SPC NC       -    22,885.628   660,615.979   MT  1.00012621   +0 19 06.6
 AJ4925;SPC NC       -    75,083.93  2,167,370.92   sFT  1.00012621   +0 19 06.6
 AJ4925;UTM  17      - 3,760,102.165   735,810.704   MT  1.00028554   +1 25 33.5
 AJ4925
 AJ4925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4925!SPC NC       -   1.00000358  x   1.00012621  =   1.00012979
 AJ4925!UTM  17      -   1.00000358  x   1.00028554  =   1.00028912
 AJ4925
 AJ4925:                Primary Azimuth Mark                     Grid Az
 AJ4925:SPC NC       -  TRIAL                                    186 29 51.0
 AJ4925:UTM  17      -  TRIAL                                    185 23 24.1
 AJ4925
 AJ4925|---------------------------------------------------------------------|
 AJ4925| PID    Reference Object                     Distance      Geod. Az  |
 AJ4925|                                                           dddmmss.s |
 AJ4925| AJ4984 TRIAL                               435.716 METERS 1864857.6 |
 AJ4925|---------------------------------------------------------------------|
 AJ4925
 AJ4925                          SUPERSEDED SURVEY CONTROL
 AJ4925
 AJ4925  NAD 83(2001)-  33 57 18.04760(N)    078 26 53.37158(W) AD(       ) 1
 AJ4925  ELLIP H (03/13/03)  -22.772  (m)                       GP(       ) 4 2
 AJ4925  NAD 83(1986)-  33 57 18.05614(N)    078 26 53.38015(W) AD(       ) 1
 AJ4925
 AJ4925.Superseded values are not recommended for survey control.
 AJ4925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4925.See file dsdata.txt to determine how the superseded data were derived.
 AJ4925
 AJ4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT3581160102(NAD 83)
 AJ4925_MARKER: DB = BENCH MARK DISK
 AJ4925_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ4925_SP_SET: BILLBOARD BASE
 AJ4925_STAMPING: BRU 42 1998
 AJ4925_MARK LOGO: NCGS  
 AJ4925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4925+STABILITY: SURFACE MOTION
 AJ4925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4925+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 AJ4925
 AJ4925  HISTORY     - Date     Condition        Report By
 AJ4925  HISTORY     - 1998     MONUMENTED       NCGS
 AJ4925  HISTORY     - 19980922 GOOD             NCGS
 AJ4925  HISTORY     - 20050702 GOOD             USPSQD
 AJ4925
 AJ4925                          STATION DESCRIPTION
 AJ4925
 AJ4925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4925'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF SHALLOTTE
 AJ4925'AND 3.2 MI (5.1 KM) EAST-NORTHEAST OF GRISSETTOWN.  ALONG US 17
 AJ4925'SOUTHBOUND FOR 1.8 MI (2.9 KM) WEST FROM US 17 BUSINESS, (WEST OF
 AJ4925'SHALLOTTE) , AT SR 1184 (SOUTH) , ON THE NORTH SIDE OF US 17, IN THE
 AJ4925'CONCRETE BASE OF A BILLBOARD NUMBER 95-26309G, ON A SINGLE STEEL POLE.
 AJ4925'MARK IS ABOUT 1-FT HIGHER THAN US 17 SOUTHBOUND LANES. LOCATED 82.5 FT
 AJ4925'(25.1 M) NORTH OF US 17 SOUTHBOUND LANES AND 0.9 FT (27.4 CM) SOUTH OF
 AJ4925'THE SOUTH SIDE OF THE STEEL BILLBOARD POLE.
 AJ4925
 AJ4925                          STATION RECOVERY (1998)
 AJ4925
 AJ4925'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AJ4925'RECOVERED AS DESCRIBED.
 AJ4925
 AJ4925                          STATION RECOVERY (2005)
 AJ4925
 AJ4925'RECOVERY NOTE BY US POWER SQUADRON 2005 (HWP)
 AJ4925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4955 ***********************************************************************
 AJ4955  DESIGNATION -  BRU 63
 AJ4955  PID         -  AJ4955
 AJ4955  STATE/COUNTY-  NC/BRUNSWICK
 AJ4955  USGS QUAD   -  SHALLOTTE (1990)
 AJ4955
 AJ4955                         *CURRENT SURVEY CONTROL
 AJ4955  ___________________________________________________________________
 AJ4955* NAD 83(2007)-  33 54 03.45695(N)    078 23 38.73724(W)     ADJUSTED  
 AJ4955* NAVD 88     -         1.60   (meters)       5.2    (feet)  LEVELING  
 AJ4955  ___________________________________________________________________
 AJ4955  EPOCH DATE  -        2002.00
 AJ4955  X           -   1,066,120.454 (meters)                     COMP
 AJ4955  Y           -  -5,191,017.096 (meters)                     COMP
 AJ4955  Z           -   3,537,314.690 (meters)                     COMP
 AJ4955  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 AJ4955  ELLIP HEIGHT-         -34.180 (meters)          (02/10/07) ADJUSTED
 AJ4955  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 AJ4955
 AJ4955  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4955  Type    PID    Designation                      North   East  Ellip
 AJ4955  -------------------------------------------------------------------
 AJ4955  NETWORK AJ4955 BRU 63                            0.59   0.51   1.94
 AJ4955  -------------------------------------------------------------------
 AJ4955  VERT ORDER  -  THIRD ?
 AJ4955
 AJ4955.The horizontal coordinates were established by GPS observations
 AJ4955.and adjusted by the National Geodetic Survey in February 2007.
 AJ4955
 AJ4955.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4955.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4955.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4955.The epoch date for horizontal control is a decimal equivalence
 AJ4955.of Year/Month/Day.
 AJ4955
 AJ4955.The orthometric height was determined by differential leveling.
 AJ4955.The vertical network tie was performed by a horz. field party for horz.
 AJ4955.obs reductions. Reset procedures were used to establish the elevation.
 AJ4955
 AJ4955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4955
 AJ4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4955
 AJ4955.The ellipsoidal height was determined by GPS observations
 AJ4955.and is referenced to NAD 83.
 AJ4955
 AJ4955.The geoid height was determined by GEOID03.
 AJ4955
 AJ4955;                    North         East     Units Scale Factor Converg.
 AJ4955;SPC NC       -    16,918.456   665,650.558   MT  1.00014774   +0 20 59.0
 AJ4955;SPC NC       -    55,506.63  2,183,888.54   sFT  1.00014774   +0 20 59.0
 AJ4955;UTM  17      - 3,754,232.319   740,960.363   MT  1.00031582   +1 27 15.0
 AJ4955
 AJ4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4955!SPC NC       -   1.00000537  x   1.00014774  =   1.00015311
 AJ4955!UTM  17      -   1.00000537  x   1.00031582  =   1.00032119
 AJ4955
 AJ4955:                Primary Azimuth Mark                     Grid Az
 AJ4955:SPC NC       -  BRU 69                                   001 11 13.1
 AJ4955:UTM  17      -  BRU 69                                   000 04 57.1
 AJ4955
 AJ4955|---------------------------------------------------------------------|
 AJ4955| PID    Reference Object                     Distance      Geod. Az  |
 AJ4955|                                                           dddmmss.s |
 AJ4955| AJ4962 BRU 69                              441.898 METERS 0013212.1 |
 AJ4955|---------------------------------------------------------------------|
 AJ4955
 AJ4955                          SUPERSEDED SURVEY CONTROL
 AJ4955
 AJ4955  NAD 83(2001)-  33 54 03.45707(N)    078 23 38.73682(W) AD(       ) 1
 AJ4955  ELLIP H (03/13/03)  -34.166  (m)                       GP(       ) 4 2
 AJ4955  NAD 83(1986)-  33 54 03.46563(N)    078 23 38.74604(W) AD(       ) 1
 AJ4955
 AJ4955.Superseded values are not recommended for survey control.
 AJ4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4955.See file dsdata.txt to determine how the superseded data were derived.
 AJ4955
 AJ4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4096054232(NAD 83)
 AJ4955_MARKER: DB = BENCH MARK DISK
 AJ4955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4955_STAMPING: BRU 63 1999
 AJ4955_MARK LOGO: NCGS  
 AJ4955_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4955+STABILITY: SURFACE MOTION
 AJ4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4955+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ4955
 AJ4955  HISTORY     - Date     Condition        Report By
 AJ4955  HISTORY     - 1999     MONUMENTED       NCGS
 AJ4955  HISTORY     - 19991209 GOOD             NCGS
 AJ4955
 AJ4955                          STATION DESCRIPTION
 AJ4955
 AJ4955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4955'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH OF SHALLOTTE AND IN
 AJ4955'OCEAN ISLE BEACH.  PROCEED ALONG NC 904 (CAUSEWAY DRIVE) FOR 0.35 MI
 AJ4955'(0.56 KM) SOUTH FROM THE SOUTHERN END OF THE AIWW BRIDGE TO SECOND
 AJ4955'STREET (SR 1888) , THENCE EAST ALONG EAST SECOND STREET FOR 2.6 MI
 AJ4955'(4.2 KM) TO SHALLOTTE BLVD (SR 1202) , THENCE NORTH ALONG SHALLOTTE
 AJ4955'BLVD FOR 0.2 MI (0.3 KM) TO SEVENTH STREET AND THE STATION, IN THE
 AJ4955'NORTH END OF THE NORTHERNMOST GRASS MEDIAN OF SHALLOTTE BLVD.  MARK IS
 AJ4955'LEVEL WITH SR 1202 AND FLUSH WITH GROUND.  LOCATED 29.6 FT (9.0 M)
 AJ4955'SOUTH OF THE CENTERLINE OF INTERSECTION (A P-K NAIL) AT SHALLOTTE BLVD
 AJ4955'AND SEVENTH STREET, 20.5 FT (6.2 M) WEST OF THE CENTERLINE OF THE
 AJ4955'NORTHBOUND LANE OF THE BLVD, 23.9 FT (7.3 M) SOUTH OF THE EDGE OF
 AJ4955'PAVEMENT.
 AJ4955
 AJ4955                          STATION RECOVERY (1999)
 AJ4955
 AJ4955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4955'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4962 ***********************************************************************
 AJ4962  DESIGNATION -  BRU 69
 AJ4962  PID         -  AJ4962
 AJ4962  STATE/COUNTY-  NC/BRUNSWICK
 AJ4962  USGS QUAD   -  SHALLOTTE (1990)
 AJ4962
 AJ4962                         *CURRENT SURVEY CONTROL
 AJ4962  ___________________________________________________________________
 AJ4962* NAD 83(2007)-  33 54 17.79364(N)    078 23 38.27602(W)     ADJUSTED  
 AJ4962* NAVD 88     -         2.18   (meters)       7.2    (feet)  LEVELING  
 AJ4962  ___________________________________________________________________
 AJ4962  EPOCH DATE  -        2002.00
 AJ4962  X           -   1,066,082.600 (meters)                     COMP
 AJ4962  Y           -  -5,190,773.885 (meters)                     COMP
 AJ4962  Z           -   3,537,681.679 (meters)                     COMP
 AJ4962  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 AJ4962  ELLIP HEIGHT-         -33.533 (meters)          (02/10/07) ADJUSTED
 AJ4962  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 AJ4962
 AJ4962  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4962  Type    PID    Designation                      North   East  Ellip
 AJ4962  -------------------------------------------------------------------
 AJ4962  NETWORK AJ4962 BRU 69                            0.74   0.67   2.33
 AJ4962  -------------------------------------------------------------------
 AJ4962  VERT ORDER  -  THIRD ?
 AJ4962
 AJ4962.The horizontal coordinates were established by GPS observations
 AJ4962.and adjusted by the National Geodetic Survey in February 2007.
 AJ4962
 AJ4962.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4962.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4962.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4962.The epoch date for horizontal control is a decimal equivalence
 AJ4962.of Year/Month/Day.
 AJ4962
 AJ4962.The orthometric height was determined by differential leveling.
 AJ4962.The vertical network tie was performed by a horz. field party for horz.
 AJ4962.obs reductions. Reset procedures were used to establish the elevation.
 AJ4962
 AJ4962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4962
 AJ4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4962
 AJ4962.The ellipsoidal height was determined by GPS observations
 AJ4962.and is referenced to NAD 83.
 AJ4962
 AJ4962.The geoid height was determined by GEOID03.
 AJ4962
 AJ4962;                    North         East     Units Scale Factor Converg.
 AJ4962;SPC NC       -    17,360.317   665,659.712   MT  1.00014613   +0 20 59.2
 AJ4962;SPC NC       -    56,956.31  2,183,918.57   sFT  1.00014613   +0 20 59.2
 AJ4962;UTM  17      - 3,754,674.348   740,960.999   MT  1.00031582   +1 27 15.8
 AJ4962
 AJ4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4962!SPC NC       -   1.00000526  x   1.00014613  =   1.00015140
 AJ4962!UTM  17      -   1.00000526  x   1.00031582  =   1.00032109
 AJ4962
 AJ4962:                Primary Azimuth Mark                     Grid Az
 AJ4962:SPC NC       -  BRU 63                                   181 11 13.2
 AJ4962:UTM  17      -  BRU 63                                   180 04 56.6
 AJ4962
 AJ4962|---------------------------------------------------------------------|
 AJ4962| PID    Reference Object                     Distance      Geod. Az  |
 AJ4962|                                                           dddmmss.s |
 AJ4962| AJ4955 BRU 63                              441.898 METERS 1813212.4 |
 AJ4962|---------------------------------------------------------------------|
 AJ4962
 AJ4962                          SUPERSEDED SURVEY CONTROL
 AJ4962
 AJ4962  NAD 83(2001)-  33 54 17.79376(N)    078 23 38.27561(W) AD(       ) 1
 AJ4962  ELLIP H (03/13/03)  -33.521  (m)                       GP(       ) 4 2
 AJ4962  NAD 83(1986)-  33 54 17.80254(N)    078 23 38.28477(W) AD(       ) 1
 AJ4962
 AJ4962.Superseded values are not recommended for survey control.
 AJ4962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4962.See file dsdata.txt to determine how the superseded data were derived.
 AJ4962
 AJ4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4096154674(NAD 83)
 AJ4962_MARKER: DB = BENCH MARK DISK
 AJ4962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4962_STAMPING: BRU 69 1999
 AJ4962_MARK LOGO: NCGS  
 AJ4962_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ4962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4962+STABILITY: SURFACE MOTION
 AJ4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4962+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1999
 AJ4962
 AJ4962  HISTORY     - Date     Condition        Report By
 AJ4962  HISTORY     - 1999     MONUMENTED       NCGS
 AJ4962  HISTORY     - 19991020 GOOD             NCGS
 AJ4962
 AJ4962                          STATION DESCRIPTION
 AJ4962
 AJ4962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4962'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF SHALLOTTE, IN THE
 AJ4962'JINNYS BRANCH COMMUNITY AND AT THE SOUTH END OF BRICK LANDING ROAD.
 AJ4962'ALONG SR 1143 (BRICK LANDING ROAD) FOR 0.1 MI (0.2 KM) SOUTH FROM SR
 AJ4962'1155 (GOOSE CREEK ROAD) , ON THE EAST SIDE OF THE ABANDONED PORTION OF
 AJ4962'THE ROAD, NEAR THE WATER.  MARK IS ABOUT 3-FT HIGHER THAN THE HIGH
 AJ4962'WATER LINE, LEVEL WITH ABANDONED ROAD AND FLUSH WITH GROUND.  LOCATED
 AJ4962'28.0 FT (8.5 M) EAST OF THE CENTERLINE OF THE ABANDONED PORTION OF SR
 AJ4962'1143 (BRICK LANDING ROAD) , 32.0 FT (9.8 M) NORTHEAST OF THE
 AJ4962'CENTERLINE OF A SAND PATH, AND 84.0 FT (25.6 M) NORTH OF A 3-FT TALL
 AJ4962'WOODEN PILING.
 AJ4962
 AJ4962                          STATION RECOVERY (1999)
 AJ4962
 AJ4962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4962'RECOVERED AS DESCRIBED. WOODEN PILING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2169 ***********************************************************************
 AI2169  DESIGNATION -  BRU 73
 AI2169  PID         -  AI2169
 AI2169  STATE/COUNTY-  NC/BRUNSWICK
 AI2169  USGS QUAD   -  SOUTHPORT (1990)
 AI2169
 AI2169                         *CURRENT SURVEY CONTROL
 AI2169  ___________________________________________________________________
 AI2169* NAD 83(1986)-  33 56 24.     (N)    078 03 37.     (W)     SCALED    
 AI2169* NAVD 88     -         5.676  (meters)      18.62   (feet)  ADJUSTED  
 AI2169  ___________________________________________________________________
 AI2169  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 AI2169  DYNAMIC HT  -           5.670 (meters)      18.60  (feet)  COMP
 AI2169  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 AI2169
 AI2169  VERT ORDER  -  SECOND    CLASS II
 AI2169
 AI2169.The horizontal coordinates were scaled from a topographic map and have
 AI2169.an estimated accuracy of +/- 6 seconds.
 AI2169
 AI2169.The orthometric height was determined by differential leveling
 AI2169.and adjusted in August 2000.
 AI2169.No vertical observational check was made to the station.
 AI2169
 AI2169.The geoid height was determined by GEOID03.
 AI2169
 AI2169.The dynamic height is computed by dividing the NAVD 88
 AI2169.geopotential number by the normal gravity value computed on the
 AI2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2169.degrees latitude (g = 980.6199 gals.).
 AI2169
 AI2169.The modeled gravity was interpolated from observed gravity values.
 AI2169
 AI2169;                    North         East    Units  Estimated Accuracy
 AI2169;SPC NC       -    21,490.      696,490.      MT  (+/- 180 meters Scaled)
 AI2169
 AI2169                          SUPERSEDED SURVEY CONTROL
 AI2169
 AI2169.No superseded survey control is available for this station.
 AI2169
 AI2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT717593(NAD 83)
 AI2169_MARKER: DB = BENCH MARK DISK
 AI2169_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2169_SP_SET: SIDEWALK
 AI2169_STAMPING: BRU 73 1999
 AI2169_MARK LOGO: NCGS  
 AI2169_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2169+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 AI2169
 AI2169  HISTORY     - Date     Condition        Report By
 AI2169  HISTORY     - 1999     MONUMENTED       NCGS
 AI2169  HISTORY     - 20040610 GOOD             USPSQD
 AI2169  HISTORY     - 20050826 GOOD             USPSQD
 AI2169  HISTORY     - 20060903 GOOD             USPSQD
 AI2169
 AI2169                          STATION DESCRIPTION
 AI2169
 AI2169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AI2169'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-NORTHWEST OF SOUTHPORT
 AI2169'AND 2.6 MI (4.2 KM) NORTH-NORTHEAST OF YAUPON BEACH. ALONG NC-133
 AI2169'(LONG BEACH RD) FOR 1.1 MI (1.8 KM) SOUTHWEST FROM NC-211 TO THE
 AI2169'MANSFIELD BROTHERS INC. BUILDING-(NO.4510) AND STATION IN THE CENTER
 AI2169'OF THE SOUTHWESTERN END OF THE CONCRETE SIDEWALK IN FRONT OF THE
 AI2169'BUILDING. MARK IS ABOUT 3-FEET HIGHER THAN NC-133 AND IS FLUSH WITH
 AI2169'THE TOP OF THE SIDEWALK. LOCATED 106.0 FT (32.3 M) SOUTHEAST OF THE
 AI2169'CENTERLINE OF NC-133 2.0 FT (0.6 M) NORTHEAST OF THE SOUTHWEST END OF
 AI2169'THE SIDEWALK, 8.3 FT (2.5 M) NORTH-NORTHWEST OF THE WESTERN CORNER OF
 AI2169'THE BUILDING, 39.2 FT (11.9 M) WEST-SOUTHWEST OF THE NORTHERN CORNER
 AI2169'OF THE BUILDING, 53.5 FT (16.3 M) SOUTHWEST OF THE CENTERLINE OF THE
 AI2169'CONCRETE DRIVEWAY, AND 50.2 FT (15.3 M) SOUTHEAST OF A SEWER MANHOLE.
 AI2169
 AI2169                          STATION RECOVERY (2004)
 AI2169
 AI2169'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 AI2169'RECOVERED IN GOOD CONDITION.
 AI2169
 AI2169                          STATION RECOVERY (2005)
 AI2169
 AI2169'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AI2169'RECOVERED IN GOOD CONDITION.
 AI2169
 AI2169                          STATION RECOVERY (2006)
 AI2169
 AI2169'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5017 ***********************************************************************
 AJ5017  DESIGNATION -  BRU 78
 AJ5017  PID         -  AJ5017
 AJ5017  STATE/COUNTY-  NC/BRUNSWICK
 AJ5017  USGS QUAD   -  CALABASH (1990)
 AJ5017
 AJ5017                         *CURRENT SURVEY CONTROL
 AJ5017  ___________________________________________________________________
 AJ5017* NAD 83(2007)-  33 53 58.28912(N)    078 33 32.99599(W)     ADJUSTED  
 AJ5017* NAVD 88     -        14.88   (meters)      48.8    (feet)  LEVELING  
 AJ5017  ___________________________________________________________________
 AJ5017  EPOCH DATE  -        2002.00
 AJ5017  X           -   1,051,180.358 (meters)                     COMP
 AJ5017  Y           -  -5,194,165.305 (meters)                     COMP
 AJ5017  Z           -   3,537,190.188 (meters)                     COMP
 AJ5017  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AJ5017  ELLIP HEIGHT-         -20.451 (meters)          (02/10/07) ADJUSTED
 AJ5017  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AJ5017
 AJ5017  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5017  Type    PID    Designation                      North   East  Ellip
 AJ5017  -------------------------------------------------------------------
 AJ5017  NETWORK AJ5017 BRU 78                            0.88   0.67   2.63
 AJ5017  -------------------------------------------------------------------
 AJ5017  VERT ORDER  -  THIRD ?
 AJ5017
 AJ5017.The horizontal coordinates were established by GPS observations
 AJ5017.and adjusted by the National Geodetic Survey in February 2007.
 AJ5017
 AJ5017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5017.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5017.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5017.The epoch date for horizontal control is a decimal equivalence
 AJ5017.of Year/Month/Day.
 AJ5017
 AJ5017.The orthometric height was determined by differential leveling.
 AJ5017.The vertical network tie was performed by a horz. field party for horz.
 AJ5017.obs reductions. Reset procedures were used to establish the elevation.
 AJ5017
 AJ5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5017
 AJ5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5017
 AJ5017.The ellipsoidal height was determined by GPS observations
 AJ5017.and is referenced to NAD 83.
 AJ5017
 AJ5017.The geoid height was determined by GEOID03.
 AJ5017
 AJ5017;                    North         East     Units Scale Factor Converg.
 AJ5017;SPC NC       -    16,678.700   650,381.418   MT  1.00014833   +0 15 16.0
 AJ5017;SPC NC       -    54,720.03  2,133,793.04   sFT  1.00014833   +0 15 16.0
 AJ5017;UTM  17      - 3,753,697.823   725,696.812   MT  1.00022800   +1 21 42.9
 AJ5017
 AJ5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5017!SPC NC       -   1.00000321  x   1.00014833  =   1.00015154
 AJ5017!UTM  17      -   1.00000321  x   1.00022800  =   1.00023121
 AJ5017
 AJ5017                          SUPERSEDED SURVEY CONTROL
 AJ5017
 AJ5017  NAD 83(2001)-  33 53 58.28933(N)    078 33 32.99566(W) AD(       ) 1
 AJ5017  ELLIP H (03/13/03)  -20.439  (m)                       GP(       ) 4 2
 AJ5017  NAD 83(1986)-  33 53 58.29790(N)    078 33 33.00322(W) AD(       ) 1
 AJ5017
 AJ5017.Superseded values are not recommended for survey control.
 AJ5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5017.See file dsdata.txt to determine how the superseded data were derived.
 AJ5017
 AJ5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2569753698(NAD 83)
 AJ5017_MARKER: DB = BENCH MARK DISK
 AJ5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5017_STAMPING: BRU 78 1999
 AJ5017_MARK LOGO: NCGS  
 AJ5017_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5017+STABILITY: SURFACE MOTION
 AJ5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5017+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AJ5017
 AJ5017  HISTORY     - Date     Condition        Report By
 AJ5017  HISTORY     - 1999     MONUMENTED       NCGS
 AJ5017  HISTORY     - 19991213 GOOD             NCGS
 AJ5017  HISTORY     - 20040708 GOOD             USPSQD
 AJ5017  HISTORY     - 20051101 GOOD             USPSQD
 AJ5017
 AJ5017                          STATION DESCRIPTION
 AJ5017
 AJ5017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5017'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHEAST OF CALABASH AND
 AJ5017'11.4 MI (18.3 KM) WEST-SOUTHWEST OF SHALLOTTE.  ALONG NC 179 (BEACH
 AJ5017'DRIVE) FOR 1.15 MI (1.85 KM) EAST FROM THE NC/SC STATE LINE TO SR 1165
 AJ5017'(THOMASBORO ROAD) , THENCE NORTHEAST ALONG SR 1165 FOR 0.75 MI (1.21
 AJ5017'KM) TO BUILDING NUMBER 1301 (NORRIS AND WARD-PLS) , SOUTH OF THE
 AJ5017'DITCH.  MARK IS ABOUT 1-FT LOWER THAN SR 1165 AND IS FLUSH WITH
 AJ5017'GROUND. LOCATED 34.2 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF SR
 AJ5017'1165, 26.0 FT (7.9 M) SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY,
 AJ5017'20.2 FT (6.2 M) NORTHEAST OF A WATER METER, AND 70.0 FT (21.3 M)
 AJ5017'SOUTHWEST OF A POWER POLE WITH GUY WIRE AND UNDERGROUND BOX AND
 AJ5017'REFERENCE TAG.
 AJ5017
 AJ5017                          STATION RECOVERY (1999)
 AJ5017
 AJ5017'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5017'RECOVERED AS DESCRIBED.
 AJ5017
 AJ5017                          STATION RECOVERY (2004)
 AJ5017
 AJ5017'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ5017'RECOVERED IN GOOD CONDITION.
 AJ5017
 AJ5017                          STATION RECOVERY (2005)
 AJ5017
 AJ5017'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5012 ***********************************************************************
 AJ5012  DESIGNATION -  BRU 83
 AJ5012  PID         -  AJ5012
 AJ5012  STATE/COUNTY-  NC/BRUNSWICK
 AJ5012  USGS QUAD   -  CALABASH (1990)
 AJ5012
 AJ5012                         *CURRENT SURVEY CONTROL
 AJ5012  ___________________________________________________________________
 AJ5012* NAD 83(2007)-  33 58 39.51263(N)    078 31 34.99612(W)     ADJUSTED  
 AJ5012* NAVD 88     -        13.50   (meters)      44.3    (feet)  LEVELING  
 AJ5012  ___________________________________________________________________
 AJ5012  EPOCH DATE  -        2002.00
 AJ5012  X           -   1,053,189.135 (meters)                     COMP
 AJ5012  Y           -  -5,188,820.948 (meters)                     COMP
 AJ5012  Z           -   3,544,378.074 (meters)                     COMP
 AJ5012  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AJ5012  ELLIP HEIGHT-         -21.909 (meters)          (02/10/07) ADJUSTED
 AJ5012  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 AJ5012
 AJ5012  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5012  Type    PID    Designation                      North   East  Ellip
 AJ5012  -------------------------------------------------------------------
 AJ5012  NETWORK AJ5012 BRU 83                            0.88   0.71   2.53
 AJ5012  -------------------------------------------------------------------
 AJ5012  VERT ORDER  -  THIRD ?
 AJ5012
 AJ5012.The horizontal coordinates were established by GPS observations
 AJ5012.and adjusted by the National Geodetic Survey in February 2007.
 AJ5012
 AJ5012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5012.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5012.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5012.The epoch date for horizontal control is a decimal equivalence
 AJ5012.of Year/Month/Day.
 AJ5012
 AJ5012.The orthometric height was determined by differential leveling.
 AJ5012.The vertical network tie was performed by a horz. field party for horz.
 AJ5012.obs reductions. Reset procedures were used to establish the elevation.
 AJ5012
 AJ5012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5012
 AJ5012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5012
 AJ5012.The ellipsoidal height was determined by GPS observations
 AJ5012.and is referenced to NAD 83.
 AJ5012
 AJ5012.The geoid height was determined by GEOID03.
 AJ5012
 AJ5012;                    North         East     Units Scale Factor Converg.
 AJ5012;SPC NC       -    25,358.626   653,372.215   MT  1.00011746   +0 16 24.1
 AJ5012;SPC NC       -    83,197.43  2,143,605.34   sFT  1.00011746   +0 16 24.1
 AJ5012;UTM  17      - 3,762,434.888   728,519.411   MT  1.00024379   +1 22 58.9
 AJ5012
 AJ5012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5012!SPC NC       -   1.00000344  x   1.00011746  =   1.00012090
 AJ5012!UTM  17      -   1.00000344  x   1.00024379  =   1.00024723
 AJ5012
 AJ5012:                Primary Azimuth Mark                     Grid Az
 AJ5012:SPC NC       -  BRU 84                                   325 27 49.2
 AJ5012:UTM  17      -  BRU 84                                   324 21 14.4
 AJ5012
 AJ5012|---------------------------------------------------------------------|
 AJ5012| PID    Reference Object                     Distance      Geod. Az  |
 AJ5012|                                                           dddmmss.s |
 AJ5012| AJ5013 BRU 84                              APPROX. 0.5 KM 3254413.3 |
 AJ5012|---------------------------------------------------------------------|
 AJ5012
 AJ5012                          SUPERSEDED SURVEY CONTROL
 AJ5012
 AJ5012  NAD 83(2001)-  33 58 39.51281(N)    078 31 34.99574(W) AD(       ) 1
 AJ5012  ELLIP H (03/13/03)  -21.900  (m)                       GP(       ) 4 2
 AJ5012  NAD 83(1986)-  33 58 39.52139(N)    078 31 35.00344(W) AD(       ) 1
 AJ5012
 AJ5012.Superseded values are not recommended for survey control.
 AJ5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5012.See file dsdata.txt to determine how the superseded data were derived.
 AJ5012
 AJ5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2851962435(NAD 83)
 AJ5012_MARKER: DB = BENCH MARK DISK
 AJ5012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5012_STAMPING: BRU 83 1999
 AJ5012_MARK LOGO: NCGS  
 AJ5012_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ5012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5012+STABILITY: SURFACE MOTION
 AJ5012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5012+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1999
 AJ5012
 AJ5012  HISTORY     - Date     Condition        Report By
 AJ5012  HISTORY     - 1999     MONUMENTED       NCGS
 AJ5012  HISTORY     - 19991213 GOOD             NCGS
 AJ5012
 AJ5012                          STATION DESCRIPTION
 AJ5012
 AJ5012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5012'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTH-NORTHWEST OF
 AJ5012'GRISSETTOWN AND 8.3 MI (13.4 KM) WEST OF SHALLOTTE.  ALONG NC 904
 AJ5012'(LONGWOOD ROAD) FOR 2.8 MI (4.5 KM) NORTH FROM US 17, AT GRISSETTOWN,
 AJ5012'TO SR 1304 (PEA LANDING ROAD) , NEAR THE EASTERN RIGHT-OF-WAY.  MARK
 AJ5012'IS ABOUT 2-FT LOWER THAN NC 904 AND IS RECESSED 4 INCHES BELOW GROUND.
 AJ5012'LOCATED 31.7 FT (9.7 M) EAST-NORTHEAST OF THE CENTERLINE OF NC 904,
 AJ5012'34.3 FT (10.5 M) EAST OF THE CENTERLINE INTERSECTION OF NC 904/SR
 AJ5012'1304, 4.3 FT (1.3 M) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL WITH
 AJ5012'ELECTRIC METER, AND 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF POWER POLE (BCA
 AJ5012'CRT4 14722 V2 38) WITH TRANSFORMER AND A REFERENCE TAG.
 AJ5012
 AJ5012                          STATION RECOVERY (1999)
 AJ5012
 AJ5012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5012'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5013 ***********************************************************************
 AJ5013  DESIGNATION -  BRU 84
 AJ5013  PID         -  AJ5013
 AJ5013  STATE/COUNTY-  NC/BRUNSWICK
 AJ5013  USGS QUAD   -  CALABASH (1990)
 AJ5013
 AJ5013                         *CURRENT SURVEY CONTROL
 AJ5013  ___________________________________________________________________
 AJ5013* NAD 83(2007)-  33 58 53.59554(N)    078 31 46.51206(W)     ADJUSTED  
 AJ5013* NAVD 88     -        13.60   (meters)      44.6    (feet)  LEVELING  
 AJ5013  ___________________________________________________________________
 AJ5013  EPOCH DATE  -        2002.00
 AJ5013  X           -   1,052,851.228 (meters)                     COMP
 AJ5013  Y           -  -5,188,642.155 (meters)                     COMP
 AJ5013  Z           -   3,544,737.952 (meters)                     COMP
 AJ5013  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AJ5013  ELLIP HEIGHT-         -21.803 (meters)          (02/10/07) ADJUSTED
 AJ5013  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 AJ5013
 AJ5013  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5013  Type    PID    Designation                      North   East  Ellip
 AJ5013  -------------------------------------------------------------------
 AJ5013  NETWORK AJ5013 BRU 84                            0.74   0.61   2.37
 AJ5013  -------------------------------------------------------------------
 AJ5013  VERT ORDER  -  THIRD ?
 AJ5013
 AJ5013.The horizontal coordinates were established by GPS observations
 AJ5013.and adjusted by the National Geodetic Survey in February 2007.
 AJ5013
 AJ5013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5013.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5013.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5013.The epoch date for horizontal control is a decimal equivalence
 AJ5013.of Year/Month/Day.
 AJ5013
 AJ5013.The orthometric height was determined by differential leveling.
 AJ5013.The vertical network tie was performed by a horz. field party for horz.
 AJ5013.obs reductions. Reset procedures were used to establish the elevation.
 AJ5013
 AJ5013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5013
 AJ5013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5013
 AJ5013.The ellipsoidal height was determined by GPS observations
 AJ5013.and is referenced to NAD 83.
 AJ5013
 AJ5013.The geoid height was determined by GEOID03.
 AJ5013
 AJ5013;                    North         East     Units Scale Factor Converg.
 AJ5013;SPC NC       -    25,791.184   653,074.523   MT  1.00011596   +0 16 17.4
 AJ5013;SPC NC       -    84,616.58  2,142,628.66   sFT  1.00011596   +0 16 17.4
 AJ5013;UTM  17      - 3,762,861.653   728,213.358   MT  1.00024207   +1 22 52.9
 AJ5013
 AJ5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5013!SPC NC       -   1.00000342  x   1.00011596  =   1.00011938
 AJ5013!UTM  17      -   1.00000342  x   1.00024207  =   1.00024549
 AJ5013
 AJ5013:                Primary Azimuth Mark                     Grid Az
 AJ5013:SPC NC       -  BRU 83                                   145 27 49.5
 AJ5013:UTM  17      -  BRU 83                                   144 21 14.0
 AJ5013
 AJ5013|---------------------------------------------------------------------|
 AJ5013| PID    Reference Object                     Distance      Geod. Az  |
 AJ5013|                                                           dddmmss.s |
 AJ5013| AJ5012 BRU 83                              APPROX. 0.5 KM 1454406.9 |
 AJ5013|---------------------------------------------------------------------|
 AJ5013
 AJ5013                          SUPERSEDED SURVEY CONTROL
 AJ5013
 AJ5013  NAD 83(2001)-  33 58 53.59571(N)    078 31 46.51167(W) AD(       ) 1
 AJ5013  ELLIP H (03/13/03)  -21.794  (m)                       GP(       ) 4 2
 AJ5013  NAD 83(1986)-  33 58 53.60429(N)    078 31 46.51938(W) AD(       ) 1
 AJ5013
 AJ5013.Superseded values are not recommended for survey control.
 AJ5013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5013.See file dsdata.txt to determine how the superseded data were derived.
 AJ5013
 AJ5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2821362862(NAD 83)
 AJ5013_MARKER: DB = BENCH MARK DISK
 AJ5013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ5013_SP_SET: BOX CULVERT HEADWALL
 AJ5013_STAMPING: BRU 84 1999
 AJ5013_MARK LOGO: NCGS  
 AJ5013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5013+STABILITY: SURFACE MOTION
 AJ5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5013+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1999
 AJ5013
 AJ5013  HISTORY     - Date     Condition        Report By
 AJ5013  HISTORY     - 1999     MONUMENTED       NCGS
 AJ5013  HISTORY     - 19991213 GOOD             NCGS
 AJ5013
 AJ5013                          STATION DESCRIPTION
 AJ5013
 AJ5013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5013'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTH-NORTHWEST OF
 AJ5013'GRISSETTOWN AND 8.5 MI (13.7 KM) WEST OF SHALLOTTE.  ALONG NC 904
 AJ5013'(LONGWOOD ROAD) FOR 3.1 MI (5.0 KM) NORTH FROM US 17, AT GRISSETTOWN,
 AJ5013'TO CAWCAW SWAMP, IN THE TOP OF THE SOUTHERN END OF THE WESTERN
 AJ5013'CONCRETE HEADWALL OF A TRIPLE BOX CULVERT.  MARK IS ABOUT 1-FT LOWER
 AJ5013'THAN NC 904 AND IS FLUSH WITH THE TOP OF THE HEADWALL.  LOCATED 27.2
 AJ5013'FT (8.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF NC 904, 0.6 FT (18.3
 AJ5013'CM) NORTHWEST OF THE SOUTHERN END OF THE 27-FOOT LONG HEADWALL, AND
 AJ5013'50.4 FT (15.4 M) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AJ5013
 AJ5013                          STATION RECOVERY (1999)
 AJ5013
 AJ5013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ5013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1941 ***********************************************************************
 EY1941  DESIGNATION -  BRUBAKER
 EY1941  PID         -  EY1941
 EY1941  STATE/COUNTY-  NC/MARTIN
 EY1941  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY1941
 EY1941                         *CURRENT SURVEY CONTROL
 EY1941  ___________________________________________________________________
 EY1941* NAD 83(2001)-  35 49 35.98195(N)    077 14 45.38025(W)     ADJUSTED  
 EY1941* NAVD 88     -        22.374  (meters)      73.41   (feet)  ADJUSTED  
 EY1941  ___________________________________________________________________
 EY1941  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 EY1941  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 EY1941  DYNAMIC HT  -          22.355 (meters)      73.34  (feet)  COMP
 EY1941  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 EY1941
 EY1941  HORZ ORDER  -  SECOND
 EY1941  VERT ORDER  -  SECOND    CLASS II
 EY1941
 EY1941.The horizontal coordinates were established by classical geodetic methods
 EY1941.and adjusted by the National Geodetic Survey in August 2005.
 EY1941
 EY1941.The orthometric height was determined by differential leveling
 EY1941.and adjusted in June 1991.
 EY1941
 EY1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1941
 EY1941.The geoid height was determined by GEOID03.
 EY1941
 EY1941.The dynamic height is computed by dividing the NAVD 88
 EY1941.geopotential number by the normal gravity value computed on the
 EY1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1941.degrees latitude (g = 980.6199 gals.).
 EY1941
 EY1941.The modeled gravity was interpolated from observed gravity values.
 EY1941
 EY1941;                    North         East     Units Scale Factor Converg.
 EY1941;SPC NC       -   231,768.857   768,078.724   MT  0.99992282   +1 00 44.6
 EY1941;SPC NC       -   760,394.99  2,519,938.28   sFT  0.99992282   +1 00 44.6
 EY1941;UTM  18      - 3,967,051.164   297,120.321   MT  1.00010721   -1 18 54.3
 EY1941
 EY1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1941!SPC NC       -   1.00000208  x   0.99992282  =   0.99992490
 EY1941!UTM  18      -   1.00000208  x   1.00010721  =   1.00010929
 EY1941
 EY1941                          SUPERSEDED SURVEY CONTROL
 EY1941
 EY1941  NAD 83(1986)-  35 49 35.99778(N)    077 14 45.39321(W) AD(       ) 2
 EY1941  NGVD 29 (01/18/91)   22.71   (m)           74.5    (f) LEVELING    3  
 EY1941
 EY1941.Superseded values are not recommended for survey control.
 EY1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1941.See file dsdata.txt to determine how the superseded data were derived.
 EY1941
 EY1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9712067051(NAD 83)
 EY1941_MARKER: DE = TRAVERSE STATION DISK
 EY1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1941_SP_SET: CONCRETE POST
 EY1941_STAMPING: BRUBAKER 1980
 EY1941_MARK LOGO: NCGS  
 EY1941_PROJECTION: RECESSED 15 CENTIMETERS
 EY1941_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1941+STABILITY: SURFACE MOTION
 EY1941
 EY1941  HISTORY     - Date     Condition        Report By
 EY1941  HISTORY     - 1980     MONUMENTED       NCGS
 EY1941  HISTORY     - 1981     GOOD             NCGS
 EY1941  HISTORY     - 19940820 GOOD             USPSQD
 EY1941
 EY1941                          STATION DESCRIPTION
 EY1941
 EY1941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1941'THE STATION IS LOCATED IN ROBERSONVILLE.
 EY1941'
 EY1941'TO REACH THE STATION FROM THE INTERSECTION OF US 64-US 13 WITH NC 903
 EY1941'IN ROBERSONVILLE, PROCEED EAST ALONG US 64-US 13 FOR 0.45 MILE TO A
 EY1941'STATION IN THE RIGHT SHOULDER AT THE EAST SIDE OF A PAVED DRIVEWAY TO
 EY1941'A TWO STORY WHITE FRAME HOUSE.
 EY1941'
 EY1941'STATION MARK IS A STANDARD DISK STAMPED---BRUBAKER 1980---, SET IN THE
 EY1941'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND
 EY1941'SURFACE.  THE MARK IS 17.8 FEET SOUTH OF THE CENTERLINE OF A HIGHWAY,
 EY1941'30.2 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 12.2 FEET EAST OF THE
 EY1941'PROJECTION OF THE EAST SIDE OF A TWO STORY HOUSE, 24.5 FEET NORTHWEST
 EY1941'OF POWER POLE 1357 AND 124.6 FEET EAST-NORTHEAST OF POWER POLE 1356
 EY1941'BOTH WITH REFERENCE TAGS.
 EY1941
 EY1941                          STATION RECOVERY (1981)
 EY1941
 EY1941'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1941'IN ROBERSONVILLE.
 EY1941'0.45 MILE EAST ALONG US 64-US 13 FROM INTERSECTION
 EY1941'WITH NC 903 IN ROBERSONVILLE, IN THE RIGHT
 EY1941'SHOULDER AT THE EAST SIDE OF A PAVED DRIVEWAY TO A TWO STORY WHITE
 EY1941'FRAME HOUSE, 17.8 FEET SOUTH OF CENTERLINE OF HIGHWAY, 30.2 FEET
 EY1941'EAST OF CENTERLINE OF DRIVEWAY, 12.2 FEET EAST OF THE PROJECTION OF
 EY1941'THE EAST SIDE OF TWO STORY HOUSE, 24.5 FEET NORTHWEST OF POWER POLE
 EY1941'1357 AND 124.6 FEET EAST-NORTHEAST OF POWER POLE 1356 BOTH WITH
 EY1941'REFERENCE TAGS.
 EY1941
 EY1941                          STATION RECOVERY (1994)
 EY1941
 EY1941'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2652 ***********************************************************************
 FA2652  DESIGNATION -  BRUCE
 FA2652  PID         -  FA2652
 FA2652  STATE/COUNTY-  NC/ROWAN
 FA2652  USGS QUAD   -  ROWAN MILLS (1987)
 FA2652
 FA2652                         *CURRENT SURVEY CONTROL
 FA2652  ___________________________________________________________________
 FA2652* NAD 83(2001)-  35 42 13.44287(N)    080 32 30.82956(W)     ADJUSTED  
 FA2652* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 FA2652  ___________________________________________________________________
 FA2652  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FA2652  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 FA2652  HORZ ORDER  -  SECOND
 FA2652
 FA2652.The horizontal coordinates were established by classical geodetic methods
 FA2652.and adjusted by the National Geodetic Survey in August 2005.
 FA2652
 FA2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2652
 FA2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2652
 FA2652.The geoid height was determined by GEOID03.
 FA2652
 FA2652;                    North         East     Units Scale Factor Converg.
 FA2652;SPC NC       -   217,814.088   470,079.025   MT  0.99990362   -0 53 23.8
 FA2652;SPC NC       -   714,611.72  1,542,250.93   sFT  0.99990362   -0 53 23.8
 FA2652;UTM  17      - 3,951,185.736   541,441.742   MT  0.99962116   +0 16 02.5
 FA2652
 FA2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2652!SPC NC       -   0.99996636  x   0.99990362  =   0.99986998
 FA2652!UTM  17      -   0.99996636  x   0.99962116  =   0.99958753
 FA2652
 FA2652                          SUPERSEDED SURVEY CONTROL
 FA2652
 FA2652  NAD 83(1986)-  35 42 13.45442(N)    080 32 30.83536(W) AD(       ) 2
 FA2652  NAD 27      -  35 42 12.95417(N)    080 32 31.61926(W) AD(       ) 2
 FA2652  NGVD 29 (07/19/86)  246.0    (m)          807.     (f) VERT ANG    3  
 FA2652
 FA2652.Superseded values are not recommended for survey control.
 FA2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2652.See file dsdata.txt to determine how the superseded data were derived.
 FA2652
 FA2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4144251186(NAD 83)
 FA2652_MARKER: DE = TRAVERSE STATION DISK
 FA2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2652_STAMPING: BRUCE 1964
 FA2652_MARK LOGO: NCGS  
 FA2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2652+STABILITY: SURFACE MOTION
 FA2652
 FA2652  HISTORY     - Date     Condition        Report By
 FA2652  HISTORY     - 1964     MONUMENTED       NCGS
 FA2652  HISTORY     - 1965     MARK NOT FOUND   NCGS
 FA2652
 FA2652                          STATION DESCRIPTION
 FA2652
 FA2652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA2652'BRUCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2652'IN THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA2652'
 FA2652'BRUCE IS 4.7 MILES NW OF SALISBURY.  LOCATED 0.6 MILES W ALONG
 FA2652'U.S. 70 FROM MAJOLICA RD. (SR 1722).  0.7 MILES E OF SR
 FA2652'1724.  APPROXIMATELY 200 FT W OF ENON RD. (SR 1944), APPROXIMATELY
 FA2652'150 FT NW OF E.T. KEPLEY GROCERY ACROSS U.S. 70 FROM FISHING
 FA2652'LAKE SIGN ON N SHOULDER OF U.S. 70 AND E OF DRIVEWAY.
 FA2652'
 FA2652'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2652'BRUCE 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2652'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2652'
 FA2652'MARK IS
 FA2652'
 FA2652'19.8 FT N OF C/L OF U.S. 70
 FA2652'
 FA2652'23.5 FT E OF C/L OF DRIVEWAY
 FA2652'
 FA2652'11.2 FT SW OF 3 LEAD NAILS IN PP 94
 FA2652'
 FA2652'45.7 FT E OF PP TO RESIDENCE 93
 FA2652'
 FA2652'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2652
 FA2652                          STATION RECOVERY (1965)
 FA2652
 FA2652'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965
 FA2652'STATION WAS DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3665 ***********************************************************************
 EZ3665  DESIGNATION -  BRUCE
 EZ3665  PID         -  EZ3665
 EZ3665  STATE/COUNTY-  NC/MOORE
 EZ3665  USGS QUAD   -  CANDOR (1994)
 EZ3665
 EZ3665                         *CURRENT SURVEY CONTROL
 EZ3665  ___________________________________________________________________
 EZ3665* NAD 83(2001)-  35 17 37.86592(N)    079 39 20.31919(W)     ADJUSTED  
 EZ3665* NAVD 88     -       203.7    (meters)     668.     (feet)  VERTCON   
 EZ3665  ___________________________________________________________________
 EZ3665  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 EZ3665  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 EZ3665  HORZ ORDER  -  SECOND
 EZ3665
 EZ3665.The horizontal coordinates were established by classical geodetic methods
 EZ3665.and adjusted by the National Geodetic Survey in August 2005.
 EZ3665
 EZ3665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3665
 EZ3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3665
 EZ3665.The geoid height was determined by GEOID03.
 EZ3665
 EZ3665;                    North         East     Units Scale Factor Converg.
 EZ3665;SPC NC       -   171,456.352   549,971.434   MT  0.99987286   -0 22 42.3
 EZ3665;SPC NC       -   562,519.71  1,804,364.61   sFT  0.99987286   -0 22 42.3
 EZ3665;UTM  17      - 3,906,459.535   622,238.276   MT  0.99978414   +0 46 36.6
 EZ3665
 EZ3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3665!SPC NC       -   0.99997287  x   0.99987286  =   0.99984574
 EZ3665!UTM  17      -   0.99997287  x   0.99978414  =   0.99975702
 EZ3665
 EZ3665|---------------------------------------------------------------------|
 EZ3665| PID    Reference Object                     Distance      Geod. Az  |
 EZ3665|                                                           dddmmss.s |
 EZ3665| EZ3666 EAGLE                               359.255 METERS 11159     |
 EZ3665| EZ3674 LEAKS                               APPROX. 0.8 KM 3101942.5 |
 EZ3665|---------------------------------------------------------------------|
 EZ3665
 EZ3665                          SUPERSEDED SURVEY CONTROL
 EZ3665
 EZ3665  NAD 83(1986)-  35 17 37.87562(N)    079 39 20.32658(W) AD(       ) 2
 EZ3665  NAD 27      -  35 17 37.33627(N)    079 39 21.20096(W) AD(       ) 2
 EZ3665  NGVD 29 (07/19/86)  203.9    (m)          669.     (f) VERT ANG    3  
 EZ3665
 EZ3665.Superseded values are not recommended for survey control.
 EZ3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3665.See file dsdata.txt to determine how the superseded data were derived.
 EZ3665
 EZ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2223806460(NAD 83)
 EZ3665_MARKER: DE = TRAVERSE STATION DISK
 EZ3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3665_STAMPING: BRUCE 1972
 EZ3665_MARK LOGO: NCGS  
 EZ3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3665+STABILITY: SURFACE MOTION
 EZ3665
 EZ3665  HISTORY     - Date     Condition        Report By
 EZ3665  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3665
 EZ3665                          STATION DESCRIPTION
 EZ3665
 EZ3665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3665'BRUCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3665'VICINITY OF EAGLE SPRINGS, NORTH CAROLINA.
 EZ3665'
 EZ3665'BRUCE IS LOCATED APPROXIMATELY 0.2 MILE WNW OF THE COMMUNITY OF EAGLE
 EZ3665'SPRINGS AND 5.1 MILES EAST OF CANDOR.  TO REACH STATION FROM THE
 EZ3665'INTERSECTION OF NC 211 AND SR 1139 IN EAGLE SPRINGS, PROCEED WNW
 EZ3665'ALONG NC 211 FOR 0.2 MILE TO STATION ON LEFT BANK, 0.15 MILE ESE
 EZ3665'OF INTERSECTION WITH SR 1274, AND ON A 2 FOOT BANK.
 EZ3665'
 EZ3665'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRUCE
 EZ3665'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3665'FLUSH WITH THE GROUND.
 EZ3665'
 EZ3665'MARK IS
 EZ3665'32.7 FEET SSW OF C/L OF NC 211.
 EZ3665'205.4 FEET NE OF PP WITH ALUMINUM REF. TAG.
 EZ3665'330.9 FEET ESE OF TELEPHONE JUNCTION BOX.
 EZ3665'368.7 FEET SE OF PROJECTED CENTER LINE OF INTERSECTION OF
 EZ3665'DRIVEWAY NORTH WITH NC 211.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4604 ***********************************************************************
 EZ4604  DESIGNATION -  BRUCE
 EZ4604  PID         -  EZ4604
 EZ4604  STATE/COUNTY-  NC/SAMPSON
 EZ4604  USGS QUAD   -  TIMOTHY (1986)
 EZ4604
 EZ4604                         *CURRENT SURVEY CONTROL
 EZ4604  ___________________________________________________________________
 EZ4604* NAD 83(2001)-  35 08 55.43599(N)    078 27 47.38769(W)     ADJUSTED  
 EZ4604* NAVD 88     -        48.7    (meters)     160.     (feet)  VERTCON   
 EZ4604  ___________________________________________________________________
 EZ4604  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EZ4604  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EZ4604  HORZ ORDER  -  SECOND
 EZ4604
 EZ4604.The horizontal coordinates were established by classical geodetic methods
 EZ4604.and adjusted by the National Geodetic Survey in August 2005.
 EZ4604
 EZ4604.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4604
 EZ4604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4604
 EZ4604.The geoid height was determined by GEOID03.
 EZ4604
 EZ4604;                    North         East     Units Scale Factor Converg.
 EZ4604;SPC NC       -   155,293.512   658,512.831   MT  0.99987420   +0 18 35.4
 EZ4604;SPC NC       -   509,492.13  2,160,470.85   sFT  0.99987420   +0 18 35.4
 EZ4604;UTM  17      - 3,892,483.545   731,096.564   MT  1.00025823   +1 27 40.0
 EZ4604
 EZ4604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4604!SPC NC       -   0.99999773  x   0.99987420  =   0.99987193
 EZ4604!UTM  17      -   0.99999773  x   1.00025823  =   1.00025596
 EZ4604
 EZ4604|---------------------------------------------------------------------|
 EZ4604| PID    Reference Object                     Distance      Geod. Az  |
 EZ4604|                                                           dddmmss.s |
 EZ4604| EZ4603 BAGGETT                             282.878 METERS 12750     |
 EZ4604| EZ4619 PEAL                                APPROX. 0.9 KM 3310102.3 |
 EZ4604|---------------------------------------------------------------------|
 EZ4604
 EZ4604                          SUPERSEDED SURVEY CONTROL
 EZ4604
 EZ4604  NAD 83(1986)-  35 08 55.43986(N)    078 27 47.38952(W) AD(       ) 2
 EZ4604  NAD 27      -  35 08 54.83840(N)    078 27 48.36664(W) AD(       ) 2
 EZ4604  NGVD 29 (07/19/86)   49.0    (m)          161.     (f) VERT ANG    3  
 EZ4604
 EZ4604.Superseded values are not recommended for survey control.
 EZ4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4604.See file dsdata.txt to determine how the superseded data were derived.
 EZ4604
 EZ4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3109792484(NAD 83)
 EZ4604_MARKER: DE = TRAVERSE STATION DISK
 EZ4604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4604_STAMPING: BRUCE 1973
 EZ4604_MARK LOGO: NCGS  
 EZ4604_PROJECTION: FLUSH
 EZ4604_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4604+STABILITY: SURFACE MOTION
 EZ4604
 EZ4604  HISTORY     - Date     Condition        Report By
 EZ4604  HISTORY     - 1973     MONUMENTED       NCGS
 EZ4604  HISTORY     - 19860822 GOOD             NCGS
 EZ4604  HISTORY     - 1987     GOOD             USPSQD
 EZ4604
 EZ4604                          STATION DESCRIPTION
 EZ4604
 EZ4604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ4604'BRUCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4604'VICINITY OF SPIVEYS CORNER, NORTH CAROLINA.
 EZ4604'
 EZ4604'BRUCE IS LOCATED APPROXIMATELY 3.4 MILES SSE OF SPIVEYS CORNER, AND
 EZ4604'9.4 MILES NORTH OF SALEMBURG.  TO REACH STATION FROM INTERSECTION OF
 EZ4604'US 421 AND NC 242 SOUTH OF SPIVEYS CORNER, PROCEED NNW ALONG US 421
 EZ4604'AND NC 242 FOR 0.45 MILE TO STATION ON LEFT SHOULDER, 0.05 MILE NW
 EZ4604'OF BRIDGE OVER LITTLE COHARIE CREEK.
 EZ4604'
 EZ4604'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRUCE
 EZ4604'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EZ4604'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4604'
 EZ4604'MARK IS
 EZ4604'27.8 FEET SW OF C/L OF US 421.
 EZ4604'146.7 FEET NW OF W END OF S RAIL OF BRIDGE.
 EZ4604'98.3 FEET E OF 20 INCH PINE W/ALUMINUM REF. TAG.
 EZ4604'85.6 FEET SW OF 16 INCH OAK W/ALUMINUM REF. TAG.
 EZ4604
 EZ4604                          STATION RECOVERY (1986)
 EZ4604
 EZ4604'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4604'RECOVERED AS DESCRIBED.  REFERENCES TO PINE AND OAK NO LONGER VALID.
 EZ4604'MARK IS 42.0 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF AN ABANDONED
 EZ4604'ROAD BED, AND 43.4 FT (13.2 M) NORTH OF A 20-INCH, TWIN-TRUNK GUM WITH
 EZ4604'A REFERENCE TAG.
 EZ4604
 EZ4604                          STATION RECOVERY (1987)
 EZ4604
 EZ4604'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EZ4604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2951 ***********************************************************************
 EY2951  DESIGNATION -  BRUCE
 EY2951  PID         -  EY2951
 EY2951  STATE/COUNTY-  NC/PITT
 EY2951  USGS QUAD   -  FARMVILLE (1981)
 EY2951
 EY2951                         *CURRENT SURVEY CONTROL
 EY2951  ___________________________________________________________________
 EY2951* NAD 83(2001)-  35 35 19.73772(N)    077 31 16.28256(W)     ADJUSTED  
 EY2951* NAVD 88     -        23.72   (+/-2cm)      77.8    (feet)  VERTCON   
 EY2951  ___________________________________________________________________
 EY2951  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 EY2951  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 EY2951  HORZ ORDER  -  SECOND
 EY2951  VERT ORDER  -  THIRD ? (See Below)
 EY2951
 EY2951.The horizontal coordinates were established by classical geodetic methods
 EY2951.and adjusted by the National Geodetic Survey in August 2005.
 EY2951
 EY2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2951.The vertical order pertains to the NGVD 29 superseded value.
 EY2951
 EY2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2951
 EY2951.The geoid height was determined by GEOID03.
 EY2951
 EY2951;                    North         East     Units Scale Factor Converg.
 EY2951;SPC NC       -   204,979.525   743,605.212   MT  0.99988984   +0 51 12.7
 EY2951;SPC NC       -   672,503.66  2,439,644.77   sFT  0.99988984   +0 51 12.7
 EY2951;UTM  18      - 3,941,269.608   271,573.489   MT  1.00024304   -1 28 04.4
 EY2951
 EY2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2951!SPC NC       -   1.00000188  x   0.99988984  =   0.99989172
 EY2951!UTM  18      -   1.00000188  x   1.00024304  =   1.00024492
 EY2951
 EY2951:                Primary Azimuth Mark                     Grid Az
 EY2951:SPC NC       -  ARTHUR                                   077 34 22.2
 EY2951:UTM  18      -  ARTHUR                                   079 53 39.3
 EY2951
 EY2951|---------------------------------------------------------------------|
 EY2951| PID    Reference Object                     Distance      Geod. Az  |
 EY2951|                                                           dddmmss.s |
 EY2951| EY2950 ARTHUR                              APPROX. 0.7 KM 0782534.9 |
 EY2951|---------------------------------------------------------------------|
 EY2951
 EY2951                          SUPERSEDED SURVEY CONTROL
 EY2951
 EY2951  NAD 83(1986)-  35 35 19.74511(N)    077 31 16.29144(W) AD(       ) 2
 EY2951  NAD 27      -  35 35 19.17035(N)    077 31 17.39910(W) AD(       ) 2
 EY2951  NGVD 29 (07/19/86)   24.07   (m)           79.0    (f) LEVELING    3  
 EY2951
 EY2951.Superseded values are not recommended for survey control.
 EY2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2951.See file dsdata.txt to determine how the superseded data were derived.
 EY2951
 EY2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7157341270(NAD 83)
 EY2951_MARKER: DE = TRAVERSE STATION DISK
 EY2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2951_STAMPING: BRUCE 1966
 EY2951_MARK LOGO: NCGS  
 EY2951_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2951+STABILITY: SURFACE MOTION
 EY2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2951+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 EY2951
 EY2951  HISTORY     - Date     Condition        Report By
 EY2951  HISTORY     - 1966     MONUMENTED       NCGS
 EY2951  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EY2951  HISTORY     - 19990428 SEE DESCRIPTION  NCGS
 EY2951
 EY2951                          STATION DESCRIPTION
 EY2951
 EY2951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2951'BRUCE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2951'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2951'
 EY2951'BRUCE IS LOCATED APPROXIMATELY 3.6 MILES EAST OF THE
 EY2951'INTERSECTION OF U.S. 258 AND 264A IN FARMVILLE AND 0.4 MILES WEST
 EY2951'OF ARTHUR, N.C. ALONG NORFOLK SOUTHERN RR.  TO REACH STATION
 EY2951'PROCEED FROM THE INTERSECTION OF SR 1263 AND SR 1206 AT NORFOLK
 EY2951'SOUTHERN RR CROSSING IN ARTHUR, N.C. WEST ON SR 1263 FOR 0.45
 EY2951'MILES TO ONE STORY FRAME WHITE HOUSE.  TURN NORTH ON DRIVEWAY
 EY2951'PASSING EAST OF HOUSE FOR ABOUT 200 YARDS TO RAILROAD TRACKS.
 EY2951'THE STATION IS LOCATED ON SOUTH SHOULDER OF NORFOLK SOUTHERN RR
 EY2951'BED AT EAST EDGE OF DIM FARM ROAD.
 EY2951'
 EY2951'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2951'BRUCE 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2951'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY2951'
 EY2951'MARK IS
 EY2951'
 EY2951'5.75 FT S OF SOUTH RAIL OF NORFOLK SOUTHERN RR
 EY2951'
 EY2951'33.45 FT W OF RR WHISTLE SIGNAL POST WITH ALUMINUM REF. TAG
 EY2951'
 EY2951'88.70 FT SE OF TP WITH ALUMINUM REF. TAG
 EY2951'
 EY2951'93.50 FT SW OF TP WITH ALUMINUM REF. TAG
 EY2951
 EY2951                          STATION RECOVERY (1988)
 EY2951
 EY2951'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2951'MARK NOT FOUND.
 EY2951
 EY2951                          STATION RECOVERY (1999)
 EY2951
 EY2951'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2951'NOT FOUND, PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8762 ***********************************************************************
 AC8762  DESIGNATION -  BRUMLEY
 AC8762  PID         -  AC8762
 AC8762  STATE/COUNTY-  NC/IREDELL
 AC8762  USGS QUAD   -  MOORESVILLE (1993)
 AC8762
 AC8762                         *CURRENT SURVEY CONTROL
 AC8762  ___________________________________________________________________
 AC8762* NAD 83(2007)-  35 34 29.59798(N)    080 45 44.08122(W)     ADJUSTED  
 AC8762* NAVD 88     -       245.8    (meters)     806.     (feet)  GPS OBS   
 AC8762  ___________________________________________________________________
 AC8762  EPOCH DATE  -        2002.00
 AC8762  X           -     833,762.154 (meters)                     COMP
 AC8762  Y           -  -5,126,396.856 (meters)                     COMP
 AC8762  Z           -   3,690,054.015 (meters)                     COMP
 AC8762  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AC8762  ELLIP HEIGHT-         214.506 (meters)          (02/10/07) ADJUSTED
 AC8762  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 AC8762
 AC8762  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8762  Type    PID    Designation                      North   East  Ellip
 AC8762  -------------------------------------------------------------------
 AC8762  NETWORK AC8762 BRUMLEY                           1.00   0.74   1.29
 AC8762  -------------------------------------------------------------------
 AC8762
 AC8762.The horizontal coordinates were established by GPS observations
 AC8762.and adjusted by the National Geodetic Survey in February 2007.
 AC8762
 AC8762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8762.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8762.The horizontal coordinates are valid at the epoch date displayed above.
 AC8762.The epoch date for horizontal control is a decimal equivalence
 AC8762.of Year/Month/Day.
 AC8762
 AC8762.The orthometric height was determined by GPS observations and a
 AC8762.high-resolution geoid model.
 AC8762
 AC8762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8762
 AC8762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8762
 AC8762.The ellipsoidal height was determined by GPS observations
 AC8762.and is referenced to NAD 83.
 AC8762
 AC8762.The geoid height was determined by GEOID03.
 AC8762
 AC8762;                    North         East     Units Scale Factor Converg.
 AC8762;SPC NC       -   203,853.911   449,888.570   MT  0.99988844   -1 01 01.6
 AC8762;SPC NC       -   668,810.71  1,476,009.42   sFT  0.99988844   -1 01 01.6
 AC8762;UTM  17      - 3,936,825.030   521,542.746   MT  0.99960572   +0 08 17.9
 AC8762
 AC8762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8762!SPC NC       -   0.99996633  x   0.99988844  =   0.99985478
 AC8762!UTM  17      -   0.99996633  x   0.99960572  =   0.99957207
 AC8762
 AC8762:                Primary Azimuth Mark                     Grid Az
 AC8762:SPC NC       -  BRUMLEY AZ MK                            238 53 46.9
 AC8762:UTM  17      -  BRUMLEY AZ MK                            237 44 27.4
 AC8762
 AC8762|---------------------------------------------------------------------|
 AC8762| PID    Reference Object                     Distance      Geod. Az  |
 AC8762|                                                           dddmmss.s |
 AC8762| AE4562 BRUMLEY AZ MK                       APPROX. 1.4 KM 2375245.3 |
 AC8762|---------------------------------------------------------------------|
 AC8762
 AC8762                          SUPERSEDED SURVEY CONTROL
 AC8762
 AC8762  NAD 83(2001)-  35 34 29.59824(N)    080 45 44.08112(W) AD(       ) 1
 AC8762  ELLIP H (03/13/03)  214.506  (m)                       GP(       ) 4 2
 AC8762  NAD 83(1986)-  35 34 29.60992(N)    080 45 44.08796(W) AD(       ) 1
 AC8762  NGVD 29 (11/20/97)  246.0    (m)          807.     (f) GPS OBS     3  
 AC8762
 AC8762.Superseded values are not recommended for survey control.
 AC8762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8762.See file dsdata.txt to determine how the superseded data were derived.
 AC8762
 AC8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2154336825(NAD 83)
 AC8762_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8762_STAMPING: BRUMLEY 1990
 AC8762_MARK LOGO: NCGS  
 AC8762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8762+STABILITY: SURFACE MOTION
 AC8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8762+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AC8762
 AC8762  HISTORY     - Date     Condition        Report By
 AC8762  HISTORY     - 1990     MONUMENTED       NCGS
 AC8762  HISTORY     - 19921201 GOOD             NCGS
 AC8762
 AC8762                          STATION DESCRIPTION
 AC8762
 AC8762'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AC8762'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF MOORESVILLE. PROCEED
 AC8762'ALONG NC 152 (EAST) FOR 0.6 MI (1.0 KM) EAST FROM NC 150, THENCE SOUTH
 AC8762'FOR 1.4 MI (2.3 KM) ALONG SR 1153 (BRUMLEY ROAD), IN THE EAST SHOULDER
 AC8762'OF THE ROAD, OR 0.3 MI (0.5 KM) NORTH OF CODDLE CREEK. MARK IS ABOUT
 AC8762'LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 26.6 FT
 AC8762'(8.1 M) SOUTHEAST OF THE CENTERLINE OF SR 1153, 3.77 FT (1.15 M)
 AC8762'NORTHWEST OF A BARB WIRE FENCE--AND 95.8 FT (29.2 M) NORTHEAST OF THE
 AC8762'EAST POST OF A PASTURE GATE, 91.37 FT (27.85 M) SOUTH OF A POWER POLE,
 AC8762'51.67 FT (15.75 M) SOUTHWEST OF A FENCE POST--ALL WITH REFERENCE TAGS.
 AC8762
 AC8762                          STATION RECOVERY (1992)
 AC8762
 AC8762'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8762'RECOVERED AS DESCRIBED.  LOCATED 39.8 FT (12.1 M) NORTHEAST OF A FENCE
 AC8762'POST, AND 20.4 FT (6.2 M) WEST-SOUTHWEST OF A FENCE POST--BOTH WITH
 AC8762'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4562 ***********************************************************************
 AE4562  DESIGNATION -  BRUMLEY AZ MK
 AE4562  PID         -  AE4562
 AE4562  STATE/COUNTY-  NC/IREDELL
 AE4562  USGS QUAD   -  MOORESVILLE (1993)
 AE4562
 AE4562                         *CURRENT SURVEY CONTROL
 AE4562  ___________________________________________________________________
 AE4562* NAD 83(2007)-  35 34 04.96163(N)    080 46 32.10481(W)     ADJUSTED  
 AE4562* NAVD 88     -       257.5    (meters)     845.     (feet)  GPS OBS   
 AE4562  ___________________________________________________________________
 AE4562  EPOCH DATE  -        2002.00
 AE4562  X           -     832,640.907 (meters)                     COMP
 AE4562  Y           -  -5,127,036.206 (meters)                     COMP
 AE4562  Z           -   3,689,443.190 (meters)                     COMP
 AE4562  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AE4562  ELLIP HEIGHT-         226.182 (meters)          (02/10/07) ADJUSTED
 AE4562  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AE4562
 AE4562  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4562  Type    PID    Designation                      North   East  Ellip
 AE4562  -------------------------------------------------------------------
 AE4562  NETWORK AE4562 BRUMLEY AZ MK                     0.84   0.69   1.16
 AE4562  -------------------------------------------------------------------
 AE4562
 AE4562.The horizontal coordinates were established by GPS observations
 AE4562.and adjusted by the National Geodetic Survey in February 2007.
 AE4562
 AE4562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4562.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4562.The horizontal coordinates are valid at the epoch date displayed above.
 AE4562.The epoch date for horizontal control is a decimal equivalence
 AE4562.of Year/Month/Day.
 AE4562
 AE4562.The orthometric height was determined by GPS observations and a
 AE4562.high-resolution geoid model.
 AE4562
 AE4562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4562
 AE4562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4562
 AE4562.The ellipsoidal height was determined by GPS observations
 AE4562.and is referenced to NAD 83.
 AE4562
 AE4562.The geoid height was determined by GEOID03.
 AE4562
 AE4562;                    North         East     Units Scale Factor Converg.
 AE4562;SPC NC       -   203,116.375   448,666.123   MT  0.99988778   -1 01 29.3
 AE4562;SPC NC       -   666,390.97  1,471,998.77   sFT  0.99988778   -1 01 29.3
 AE4562;UTM  17      - 3,936,063.210   520,335.760   MT  0.99960510   +0 07 49.9
 AE4562
 AE4562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4562!SPC NC       -   0.99996450  x   0.99988778  =   0.99985228
 AE4562!UTM  17      -   0.99996450  x   0.99960510  =   0.99956961
 AE4562
 AE4562:                Primary Azimuth Mark                     Grid Az
 AE4562:SPC NC       -  BRUMLEY                                  058 53 46.7
 AE4562:UTM  17      -  BRUMLEY                                  057 44 27.5
 AE4562
 AE4562|---------------------------------------------------------------------|
 AE4562| PID    Reference Object                     Distance      Geod. Az  |
 AE4562|                                                           dddmmss.s |
 AE4562| AC8762 BRUMLEY                             APPROX. 1.4 KM 0575217.4 |
 AE4562|---------------------------------------------------------------------|
 AE4562
 AE4562                          SUPERSEDED SURVEY CONTROL
 AE4562
 AE4562  NAD 83(2001)-  35 34 04.96190(N)    080 46 32.10474(W) AD(       ) 1
 AE4562  ELLIP H (03/13/03)  226.183  (m)                       GP(       ) 4 2
 AE4562  NAD 83(1986)-  35 34 04.97364(N)    080 46 32.11158(W) AD(       ) 1
 AE4562  NGVD 29 (11/20/97)  257.7    (m)          845.     (f) GPS OBS     3  
 AE4562
 AE4562.Superseded values are not recommended for survey control.
 AE4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4562.See file dsdata.txt to determine how the superseded data were derived.
 AE4562
 AE4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2033636063(NAD 83)
 AE4562_MARKER: DZ = AZIMUTH MARK DISK
 AE4562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4562_STAMPING: BRUMLEY 1990
 AE4562_MARK LOGO: NCGS  
 AE4562_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4562+STABILITY: SURFACE MOTION
 AE4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4562+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4562
 AE4562  HISTORY     - Date     Condition        Report By
 AE4562  HISTORY     - 1990     MONUMENTED       NCGS
 AE4562
 AE4562                          STATION DESCRIPTION
 AE4562
 AE4562'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4562'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF
 AE4562'MOORESVILLE. PROCEED ALONG NC 152 FOR 0.6 MI (1.0 KM) EAST FROM NC
 AE4562'150, THENCE SOUTH FOR 2.3 MI (3.7 KM) ALONG SR 1153 (BRUMLEY ROAD) TO
 AE4562'SR 1150 (ENOCHVILLE ROAD) TO THE STATION, ON THE WEST SIDE OF SR 1150
 AE4562'AND ON PROLONGATION OF THE CENTERLINE OF SR 1153. MARK IS ABOUT LEVEL
 AE4562'WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 24.0 FT (7.3
 AE4562'M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1150, 81.7 FT (24.9 M)
 AE4562'SOUTH-SOUTHWEST OF PEDESTAL NO. 001--AND 24.9 FT (7.6 M) SOUTHEAST OF
 AE4562'A TELEPHONE JUNCTION BOX, 126.3 FT (38.5 M) NORTHWEST OF A POWER
 AE4562'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2095 ***********************************************************************
 EZ2095  DESIGNATION -  BRUNER
 EZ2095  PID         -  EZ2095
 EZ2095  STATE/COUNTY-  NC/MOORE
 EZ2095  USGS QUAD   -  VASS (1974)
 EZ2095
 EZ2095                         *CURRENT SURVEY CONTROL
 EZ2095  ___________________________________________________________________
 EZ2095* NAD 83(2001)-  35 17 51.19034(N)    079 16 07.28869(W)     ADJUSTED  
 EZ2095* NAVD 88     -       100.819  (meters)     330.77   (feet)  ADJUSTED  
 EZ2095  ___________________________________________________________________
 EZ2095  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 EZ2095  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 EZ2095  DYNAMIC HT  -         100.731 (meters)     330.48  (feet)  COMP
 EZ2095  MODELED GRAV-     979,753.8   (mgal)                       NAVD 88
 EZ2095
 EZ2095  HORZ ORDER  -  SECOND
 EZ2095  VERT ORDER  -  FIRST     CLASS II
 EZ2095
 EZ2095.The horizontal coordinates were established by classical geodetic methods
 EZ2095.and adjusted by the National Geodetic Survey in August 2005.
 EZ2095
 EZ2095.The orthometric height was determined by differential leveling
 EZ2095.and adjusted in June 1991.
 EZ2095
 EZ2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2095
 EZ2095.The geoid height was determined by GEOID03.
 EZ2095
 EZ2095.The dynamic height is computed by dividing the NAVD 88
 EZ2095.geopotential number by the normal gravity value computed on the
 EZ2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2095.degrees latitude (g = 980.6199 gals.).
 EZ2095
 EZ2095.The modeled gravity was interpolated from observed gravity values.
 EZ2095
 EZ2095;                    North         East     Units Scale Factor Converg.
 EZ2095;SPC NC       -   171,703.089   585,165.142   MT  0.99987291   -0 09 18.3
 EZ2095;SPC NC       -   563,329.22  1,919,829.30   sFT  0.99987291   -0 09 18.3
 EZ2095;UTM  17      - 3,907,415.877   657,418.774   MT  0.99990540   +1 00 02.1
 EZ2095
 EZ2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2095!SPC NC       -   0.99998915  x   0.99987291  =   0.99986206
 EZ2095!UTM  17      -   0.99998915  x   0.99990540  =   0.99989455
 EZ2095
 EZ2095:                Primary Azimuth Mark                     Grid Az
 EZ2095:SPC NC       -  SHERATON                                 169 42 47.4
 EZ2095:UTM  17      -  SHERATON                                 168 33 27.0
 EZ2095
 EZ2095|---------------------------------------------------------------------|
 EZ2095| PID    Reference Object                     Distance      Geod. Az  |
 EZ2095|                                                           dddmmss.s |
 EZ2095| EZ3545 SHERATON                            492.913 METERS 1693329.1 |
 EZ2095| EZ2094 CARTER                              423.639 METERS 3501651.8 |
 EZ2095|---------------------------------------------------------------------|
 EZ2095
 EZ2095                          SUPERSEDED SURVEY CONTROL
 EZ2095
 EZ2095  NAD 83(1986)-  35 17 51.18389(N)    079 16 07.28791(W) AD(       ) 2
 EZ2095  NAD 27      -  35 17 50.62177(N)    079 16 08.19388(W) AD(       ) 2
 EZ2095  NGVD 29 (10/06/93)  101.062  (m)          331.57   (f) ADJUSTED    1 2
 EZ2095
 EZ2095.Superseded values are not recommended for survey control.
 EZ2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2095.See file dsdata.txt to determine how the superseded data were derived.
 EZ2095
 EZ2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5741907416(NAD 83)
 EZ2095_MARKER: DE = TRAVERSE STATION DISK
 EZ2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2095_SP_SET: CONCRETE POST
 EZ2095_STAMPING: BRUNER 1972
 EZ2095_MARK LOGO: NCGS  
 EZ2095_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2095+STABILITY: SURFACE MOTION
 EZ2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2095+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 EZ2095
 EZ2095  HISTORY     - Date     Condition        Report By
 EZ2095  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2095  HISTORY     - 1980     GOOD             NCGS
 EZ2095  HISTORY     - 1980     GOOD             NCGS
 EZ2095  HISTORY     - 20050404 GOOD             USPSQD
 EZ2095
 EZ2095                          STATION DESCRIPTION
 EZ2095
 EZ2095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2095'BRUNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2095'VICINITY OF CAMERON, NORTH CAROLINA.
 EZ2095'
 EZ2095'BRUNER IS LOCATED APPROXIMATELY 2.2 MILES SSW OF CAMERON AND 11.0
 EZ2095'MILES NORTHEAST OF SOUTHERN PINES.  TO REACH STATION FROM THE
 EZ2095'INTERSECTION OF US 1, NC 24 AND NC 27 IN THE VICINITY OF CAMERON,
 EZ2095'PROCEED SOUTH ALONG US 1 FOR 2.1 MILES TO STATION ON RIGHT ACROSS
 EZ2095'A DRAINAGE DITCH.  0.5 MILE NORTH OF INTERSECTION WITH SR 1825 AND
 EZ2095'IN THE EAST EDGE OF YARD OF BRUNER RESIDENCE.
 EZ2095'
 EZ2095'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRUNER
 EZ2095'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2095'FLUSH WITH THE GROUND.
 EZ2095'
 EZ2095'MARK IS
 EZ2095'35.1 FEET W OF C/L OF US 1.
 EZ2095'14.3 FEET S OF C/L OF SOUTHERNMOST DRIVEWAY TO BRICK DWELLING.
 EZ2095'5.9 FEET W OF ALUMINUM REF. TAG ON PP NO. 8173.
 EZ2095'24.7 FEET SW OF CENTER OF N END OF CONCRETE CULVERT UNDER
 EZ2095'DRIVEWAY.  10.6 FEET W OF CENTER OF S END OF CONCRETE CULVERT UNDER
 EZ2095'DRIVEWAY.
 EZ2095
 EZ2095                          STATION RECOVERY (1980)
 EZ2095
 EZ2095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2095'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 EZ2095'1.7 FEET WEST OF POWER POLE 8173 WITH REFERENCE TAG.
 EZ2095
 EZ2095                          STATION RECOVERY (1980)
 EZ2095
 EZ2095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2095'2.2 MI SSW FROM CAMERON.
 EZ2095'2.05 MILES SOUTH ALONG U.S. 1 FROM THE N.C. 24-27 OVERPASS NEAR
 EZ2095'CAMERON, AT A POWER POLE IN EDGE OF YARD OF BRUNERS BRICK HOUSE, ON
 EZ2095'WEST SIDE OF HIGHWAY AND 0.5 MILE NORTH OF SR 1825, 35.1 FEET
 EZ2095'WEST OF CENTERLINE OF HIGHWAY, 14.3 FEET SOUTH OF CENTERLINE OF SOUTH
 EZ2095'DRIVE TO RESIDENCE, 1.7 FEET WEST OF POWER POLE WITH REFERENCE TAG,
 EZ2095'24.7 FEET SOUTHWEST OF NORTH END OF CULVERT UNDER DRIVE AND 10.6 FEET
 EZ2095'WEST OF SOUTH END.
 EZ2095'THE MARK IS 1 FT ABOVE HIGHWAY.
 EZ2095
 EZ2095                          STATION RECOVERY (2005)
 EZ2095
 EZ2095'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2095'N 35 17.854
 EZ2095'W 078 16.122
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2209 ***********************************************************************
 EB2209  DESIGNATION -  BRUNSWICK
 EB2209  PID         -  EB2209
 EB2209  STATE/COUNTY-  NC/COLUMBUS
 EB2209  USGS QUAD   -  WHITEVILLE (1987)
 EB2209
 EB2209                         *CURRENT SURVEY CONTROL
 EB2209  ___________________________________________________________________
 EB2209* NAD 83(2001)-  34 17 18.36559(N)    078 42 07.72808(W)     ADJUSTED  
 EB2209* NAVD 88     -        24.841  (meters)      81.50   (feet)  ADJUSTED  
 EB2209  ___________________________________________________________________
 EB2209  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 EB2209  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EB2209  DYNAMIC HT  -          24.817 (meters)      81.42  (feet)  COMP
 EB2209  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 EB2209
 EB2209  HORZ ORDER  -  SECOND
 EB2209  VERT ORDER  -  SECOND    CLASS I
 EB2209
 EB2209.The horizontal coordinates were established by classical geodetic methods
 EB2209.and adjusted by the National Geodetic Survey in August 2005.
 EB2209
 EB2209.The orthometric height was determined by differential leveling
 EB2209.and adjusted in August 2000.
 EB2209.No vertical observational check was made to the station.
 EB2209
 EB2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2209
 EB2209.The geoid height was determined by GEOID03.
 EB2209
 EB2209.The dynamic height is computed by dividing the NAVD 88
 EB2209.geopotential number by the normal gravity value computed on the
 EB2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB2209.degrees latitude (g = 980.6199 gals.).
 EB2209
 EB2209.The modeled gravity was interpolated from observed gravity values.
 EB2209
 EB2209;                    North         East     Units Scale Factor Converg.
 EB2209;SPC NC       -    59,772.107   637,025.288   MT  1.00001274   +0 10 18.9
 EB2209;SPC NC       -   196,102.32  2,089,973.80   sFT  1.00001274   +0 10 18.9
 EB2209;UTM  17      - 3,796,527.885   711,502.736   MT  1.00015144   +1 17 42.0
 EB2209
 EB2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2209!SPC NC       -   1.00000155  x   1.00001274  =   1.00001429
 EB2209!UTM  17      -   1.00000155  x   1.00015144  =   1.00015299
 EB2209
 EB2209|---------------------------------------------------------------------|
 EB2209| PID    Reference Object                     Distance      Geod. Az  |
 EB2209|                                                           dddmmss.s |
 EB2209| EB2208 BRUNSWICK NAT SPINNING CO TANK      388.964 METERS 02644     |
 EB2209| EB2214 CULVERT                             APPROX. 1.5 KM 3281250.3 |
 EB2209|---------------------------------------------------------------------|
 EB2209
 EB2209                          SUPERSEDED SURVEY CONTROL
 EB2209
 EB2209  NAD 83(1986)-  34 17 18.37036(N)    078 42 07.73275(W) AD(       ) 2
 EB2209  NAD 27      -  34 17 17.76679(N)    078 42 08.67579(W) AD(       ) 2
 EB2209  NGVD 29 (07/19/86)   25.     (m)           82.     (f) VERT ANG    3  
 EB2209
 EB2209.Superseded values are not recommended for survey control.
 EB2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2209.See file dsdata.txt to determine how the superseded data were derived.
 EB2209
 EB2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1150396528(NAD 83)
 EB2209_MARKER: DE = TRAVERSE STATION DISK
 EB2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2209_STAMPING: BRUNSWICK 1969
 EB2209_MARK LOGO: NCGS  
 EB2209_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2209+STABILITY: SURFACE MOTION
 EB2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2209+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1998
 EB2209
 EB2209  HISTORY     - Date     Condition        Report By
 EB2209  HISTORY     - 1969     MONUMENTED       NCGS
 EB2209  HISTORY     - 1985     GOOD             USPSQD
 EB2209  HISTORY     - 19980114 GOOD             NCGS
 EB2209
 EB2209                          STATION DESCRIPTION
 EB2209
 EB2209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2209'BRUNSWICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EB2209'ESTABLISHED IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2209'
 EB2209'BRUNSWICK IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF
 EB2209'WHITEVILLE AND 0.2 MILE NNW OF BRUNSWICK.  TO REACH STATION
 EB2209'PROCEED FROM INTERSECTION OF U.S. 701 BUS. AND NC 130 ON SOUTH
 EB2209'SIDE OF WHITEVILLE, GO SOUTHEAST ON NC 130 FOR 1.45 MILES TO
 EB2209'STATION ON LEFT IN COMMUNITY OF BRUNSWICK, ACROSS HIGHWAY FROM
 EB2209'BRUNSWICK PRESBYTERIAN CHURCH.  STATION IS 0.1 MILE NORTHWEST
 EB2209'OF INTERSECTION OF NC 130, SR 1920 NORTH, AND SR 1170 SOUTH.
 EB2209'
 EB2209'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2209'BRUNSWICK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2209'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2209'
 EB2209'MARK IS
 EB2209'
 EB2209'27.3 FT E OF C/L OF NC 130
 EB2209'
 EB2209'59.1 FT E OF TP 42 WITH ALUMINUM REF. TAG.
 EB2209'
 EB2209'4.9 FT W OF NORTH FENCE POST (PRIVATE FENCE)
 EB2209'
 EB2209'138.8 FT SSE OF PP 2125 W/TRANSFORMER AND WITH ALUMINUM REF. TAG.
 EB2209
 EB2209                          STATION RECOVERY (1985)
 EB2209
 EB2209'RECOVERY NOTE BY US POWER SQUADRON 1985 (HHW)
 EB2209'RECOVERED IN GOOD CONDITION.
 EB2209
 EB2209                          STATION RECOVERY (1998)
 EB2209
 EB2209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2209'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND CORRECTIONS TO
 EB2209'REFERENCES. MARK IS 4.6 FT (1.4 M) EAST OF BACK OF CURB, 60.0 FT (18.3
 EB2209'M) EAST OF TELEPHONE POLE 42 WITH REFERENCE TAG, 72.6 FT (22.1 M)
 EB2209'NORTH-NORTHEAST OF A FIRE HYDRANT ACROSS THE HIGHWAY, 6.4 FT (2.0 M)
 EB2209'WEST OF A 6 INCH EASTERN REDBUD AND 48.2 FT (14.7 M) SOUTH-SOUTHEAST
 EB2209'OF A WATER VALVE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2159 ***********************************************************************
 EB2159  DESIGNATION -  BRUNSWICK CO SHERIFF RAD TWR
 EB2159  PID         -  EB2159
 EB2159  STATE/COUNTY-  NC/BRUNSWICK
 EB2159  USGS QUAD   -  SUPPLY (1990)
 EB2159
 EB2159                         *CURRENT SURVEY CONTROL
 EB2159  ___________________________________________________________________
 EB2159* NAD 83(2001)-  34 01 04.08048(N)    078 15 50.76852(W)     ADJUSTED  
 EB2159* NAVD 88     -              **(meters)            **(feet)            
 EB2159  ___________________________________________________________________
 EB2159  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EB2159  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 EB2159  HORZ ORDER  -  THIRD
 EB2159
 EB2159.The horizontal coordinates were established by classical geodetic methods
 EB2159.and adjusted by the National Geodetic Survey in August 2005.
 EB2159
 EB2159
 EB2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2159
 EB2159.The geoid height was determined by GEOID03.
 EB2159
 EB2159;                    North         East     Units Scale Factor Converg.
 EB2159;SPC NC       -    29,961.055   677,579.113   MT  1.00010230   +0 25 29.1
 EB2159;SPC NC       -    98,297.23  2,223,024.14   sFT  1.00010230   +0 25 29.1
 EB2159;UTM  17      - 3,767,505.642   752,637.698   MT  1.00038687   +1 31 53.1
 EB2159
 EB2159                          SUPERSEDED SURVEY CONTROL
 EB2159
 EB2159  NAD 83(1986)-  34 01 04.08974(N)    078 15 50.77714(W) AD(       ) 4
 EB2159  NAD 27      -  34 01 03.47105(N)    078 15 51.78025(W) AD(       ) 3
 EB2159
 EB2159.Superseded values are not recommended for survey control.
 EB2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2159.See file dsdata.txt to determine how the superseded data were derived.
 EB2159
 EB2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT5263867506(NAD 83)
 EB2159_MARKER: 43 = RADIO/TV TOWER
 EB2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2159+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 EB2159
 EB2159  HISTORY     - Date     Condition        Report By
 EB2159  HISTORY     - 1975     FIRST OBSERVED   NCGS
 EB2159  HISTORY     - 1985     GOOD             USPSQD
 EB2159  HISTORY     - 19970315 GOOD             USPSQD
 EB2159  HISTORY     - 20010628 GOOD             USPSQD
 EB2159  HISTORY     - 20040101 GOOD             USPSQD
 EB2159  HISTORY     - 20050826 GOOD             USPSQD
 EB2159
 EB2159                          STATION DESCRIPTION
 EB2159
 EB2159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2159'BRUNSWICK CO. SHERIFFS DEPT. RADIO TOWER IS A N. C. GEODETIC SURVEY
 EB2159'INTERSECTION STATION ESTABLISHED IN THE VICINITY OF SUPPLY, NORTH
 EB2159'CAROLINA.
 EB2159'
 EB2159'BRUNSWICK CO. SHERIFFS DEPT. RADIO TOWER IS LOCATED AT EAST EDGE
 EB2159'OF SUPPLY.  TO REACH STATION FROM INTERSECTION OF NC 211 WITH
 EB2159'U.S. 17 AT SUPPLY, PROCEED NE ALONG U.S. 17 FOR 0.45 MILE TO THE
 EB2159'INTERSECTION WITH SR 1115, TURN RIGHT AND CONTINUE SOUTH ALONG SR
 EB2159'1115 FOR 0.05 MILE TO THE INTERSECTION WITH A DIRT ROAD LEADING
 EB2159'SE, TURN LEFT AND CONTINUE SE ALONG DIRT ROAD FOR 0.15 MILE TO
 EB2159'STATION.  STATION IS A STEEL STRUCTURE, TRIANGULAR SHAPED,
 EB2159'PAINTED RED AND WHITE, AND APPROXIMATELY 300 FEET IN HEIGHT.
 EB2159'
 EB2159'POINT INTERSECTED WAS CENTER OF LIGHT ON TOP.
 EB2159
 EB2159                          STATION RECOVERY (1985)
 EB2159
 EB2159'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB2159'INTERSECTED POINT FOUND GOOD.
 EB2159'VISITED SITE - VERIFIED EXISTENCE.
 EB2159
 EB2159                          STATION RECOVERY (1997)
 EB2159
 EB2159'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB2159'RECOVERED IN GOOD CONDITION.
 EB2159
 EB2159                          STATION RECOVERY (2001)
 EB2159
 EB2159'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2159'MARKER CAN BE SEEN FROM THE INTERSECTION OF US 17 AND NC 211.
 EB2159
 EB2159                          STATION RECOVERY (2004)
 EB2159
 EB2159'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2159'RECOVERED IN GOOD CONDITION.
 EB2159
 EB2159                          STATION RECOVERY (2005)
 EB2159
 EB2159'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EB2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2208 ***********************************************************************
 EB2208  DESIGNATION -  BRUNSWICK NAT SPINNING CO TANK
 EB2208  PID         -  EB2208
 EB2208  STATE/COUNTY-  NC/COLUMBUS
 EB2208  USGS QUAD   -  WHITEVILLE (1987)
 EB2208
 EB2208                         *CURRENT SURVEY CONTROL
 EB2208  ___________________________________________________________________
 EB2208* NAD 83(2001)-  34 17 29.63926(N)    078 42 00.88576(W)     ADJUSTED  
 EB2208* NAVD 88     -              **(meters)            **(feet)            
 EB2208  ___________________________________________________________________
 EB2208  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 EB2208  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EB2208  HORZ ORDER  -  THIRD
 EB2208
 EB2208.The horizontal coordinates were established by classical geodetic methods
 EB2208.and adjusted by the National Geodetic Survey in August 2005.
 EB2208
 EB2208
 EB2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2208
 EB2208.The geoid height was determined by GEOID03.
 EB2208
 EB2208;                    North         East     Units Scale Factor Converg.
 EB2208;SPC NC       -    60,120.015   637,199.236   MT  1.00001183   +0 10 22.8
 EB2208;SPC NC       -   197,243.75  2,090,544.49   sFT  1.00001183   +0 10 22.8
 EB2208;UTM  17      - 3,796,879.184   711,669.854   MT  1.00015231   +1 17 46.2
 EB2208
 EB2208                          SUPERSEDED SURVEY CONTROL
 EB2208
 EB2208  NAD 83(1986)-  34 17 29.64400(N)    078 42 00.89044(W) AD(       ) 4
 EB2208  NAD 27      -  34 17 29.04067(N)    078 42 01.83354(W) AD(       ) 3
 EB2208
 EB2208.Superseded values are not recommended for survey control.
 EB2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2208.See file dsdata.txt to determine how the superseded data were derived.
 EB2208
 EB2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1167096879(NAD 83)
 EB2208_MARKER: 53 = ELEVATED TANK
 EB2208
 EB2208  HISTORY     - Date     Condition        Report By
 EB2208  HISTORY     - 1969     FIRST OBSERVED   NCGS
 EB2208  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 EB2208
 EB2208                          STATION DESCRIPTION
 EB2208
 EB2208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2208'BRUNSWICK, NATIONAL SPINNING CO. WATER TANK IS AN INTERSECTION
 EB2208'STATION ESTABLISHED IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2208'
 EB2208'BRUNSWICK, NATIONAL SPINNING CO. WATER TANK IS LOCATED
 EB2208'APPROXIMATELY 1/2 MILE NORTHWEST OF THE COMMUNITY OF BRUNSWICK,
 EB2208'APPROXIMATELY 500 FEET NORTHEAST OF NC 130 AND ON SOUTHEAST
 EB2208'SIDE OF SR 1950 AT THE NATIONAL SPINNING COMPANY.  IT IS THE
 EB2208'LARGER AND NEWER OF THE TWO WATER TANKS.  IT IS SIX LEGGED AND
 EB2208'TURQUOISE IN COLOR.
 EB2208'
 EB2208'THE POINT INTERSECTED WAS ROD MIDWAY AND BELOW TWO RED LIGHTS.
 EB2208
 EB2208                          STATION RECOVERY (1985)
 EB2208
 EB2208'RECOVERY NOTE BY US POWER SQUADRON 1985 (HHW)
 EB2208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2610 ***********************************************************************
 DD2610  DESIGNATION -  BRUNSWICK NCGS 1975
 DD2610  PID         -  DD2610
 DD2610  STATE/COUNTY-  NC/BRUNSWICK
 DD2610  USGS QUAD   -  SHALLOTTE (1990)
 DD2610
 DD2610                         *CURRENT SURVEY CONTROL
 DD2610  ___________________________________________________________________
 DD2610* NAD 83(2001)-  33 58 10.31313(N)    078 23 25.86457(W)     ADJUSTED  
 DD2610* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 DD2610  ___________________________________________________________________
 DD2610  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 DD2610  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 DD2610  HORZ ORDER  -  SECOND
 DD2610
 DD2610.The horizontal coordinates were established by classical geodetic methods
 DD2610.and adjusted by the National Geodetic Survey in August 2005.
 DD2610
 DD2610.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2610
 DD2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2610
 DD2610.The geoid height was determined by GEOID03.
 DD2610
 DD2610;                    North         East     Units Scale Factor Converg.
 DD2610;SPC NC       -    24,527.354   665,934.624   MT  1.00012058   +0 21 06.4
 DD2610;SPC NC       -    80,470.16  2,184,820.51   sFT  1.00012058   +0 21 06.4
 DD2610;UTM  17      - 3,761,846.668   741,097.571   MT  1.00031662   +1 27 31.5
 DD2610
 DD2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2610!SPC NC       -   1.00000484  x   1.00012058  =   1.00012542
 DD2610!UTM  17      -   1.00000484  x   1.00031662  =   1.00032147
 DD2610
 DD2610:                Primary Azimuth Mark                     Grid Az
 DD2610:SPC NC       -  SECURITY                                 048 12 45.1
 DD2610:UTM  17      -  SECURITY                                 047 06 20.0
 DD2610
 DD2610|---------------------------------------------------------------------|
 DD2610| PID    Reference Object                     Distance      Geod. Az  |
 DD2610|                                                           dddmmss.s |
 DD2610| DD2611 SECURITY                            APPROX. 0.8 KM 0483351.5 |
 DD2610| DD0808 SCHOOL                              301.625 METERS 16350     |
 DD2610|---------------------------------------------------------------------|
 DD2610
 DD2610                          SUPERSEDED SURVEY CONTROL
 DD2610
 DD2610  NAD 83(1986)-  33 58 10.32452(N)    078 23 25.87260(W) AD(       ) 2
 DD2610  NAD 27      -  33 58 09.70547(N)    078 23 26.85847(W) AD(       ) 2
 DD2610  NGVD 29 (07/19/86)    5.2    (m)           17.     (f) VERT ANG    3  
 DD2610
 DD2610.Superseded values are not recommended for survey control.
 DD2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2610.See file dsdata.txt to determine how the superseded data were derived.
 DD2610
 DD2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4109861847(NAD 83)
 DD2610_MARKER: DE = TRAVERSE STATION DISK
 DD2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2610+STABILITY: SURFACE MOTION
 DD2610
 DD2610  HISTORY     - Date     Condition        Report By
 DD2610  HISTORY     - 1975     MONUMENTED       NCGS
 DD2610  HISTORY     - 1980     GOOD             LOCENG
 DD2610  HISTORY     - 19950715 MARK NOT FOUND   USPSQD
 DD2610  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 DD2610
 DD2610                          STATION DESCRIPTION
 DD2610
 DD2610'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 DD2610'BRUNSWICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 DD2610'IN THE VICINITY OF SHALLOTTE, NORTH CAROLINA.
 DD2610'
 DD2610'BRUNSWICK IS LOCATED IN SHALLOTTE.  TO REACH STATION FROM
 DD2610'INTERSECTION OF NC 130 WITH U.S. 17 AT THE WEST SIDE OF SHALLOTTE,
 DD2610'PROCEED NE ALONG U.S. 17 FOR 0.05 MILE TO STATION ON THE LEFT,
 DD2610'APPROXIMATELY 75 FEET EAST OF THE SE CORNER OF METAL FENCE AROUND
 DD2610'BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION SUBSTATION, AND ABOUT
 DD2610'0.3 MILE SW OF BRIDGE OVER SHALLOTTE RIVER.
 DD2610'
 DD2610'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 DD2610'BRUNSWICK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 DD2610'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 DD2610'
 DD2610'MARK IS 51.9 FT NW OF C/L OF U.S. 17
 DD2610'
 DD2610'77.4 FT E OF SE CORNER OF FENCE AROUND SUBSTATION
 DD2610'
 DD2610'98.7 FT SW OF BRACE POLE WITH ALUMINUM REF. TAG
 DD2610'
 DD2610'107.6 FT NW OF PP WITH METER AND ALUMINUM REF. TAG
 DD2610'
 DD2610'26.9 FT S OF 10 IN PINE WITH ALUMINUM REF. TAG
 DD2610'
 DD2610'16.8 FT SE OF 6 IN CEDAR WITH ALUMINUM REF. TAG
 DD2610
 DD2610                          STATION RECOVERY (1980)
 DD2610
 DD2610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JRS)
 DD2610'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DD2610
 DD2610                          STATION RECOVERY (1995)
 DD2610
 DD2610'RECOVERY NOTE BY US POWER SQUADRON 1995
 DD2610'MARK NOT FOUND.
 DD2610
 DD2610                          STATION RECOVERY (1997)
 DD2610
 DD2610'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD2610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2210 ***********************************************************************
 EB2210  DESIGNATION -  BRUNSWICK SLEDGE LMBR CO TANK
 EB2210  PID         -  EB2210
 EB2210  STATE/COUNTY-  NC/COLUMBUS
 EB2210  USGS QUAD   -  WHITEVILLE (1987)
 EB2210
 EB2210                         *CURRENT SURVEY CONTROL
 EB2210  ___________________________________________________________________
 EB2210* NAD 83(2001)-  34 17 42.30768(N)    078 41 54.05387(W)     ADJUSTED  
 EB2210* NAVD 88     -              **(meters)            **(feet)            
 EB2210  ___________________________________________________________________
 EB2210  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EB2210  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EB2210  HORZ ORDER  -  THIRD
 EB2210
 EB2210.The horizontal coordinates were established by classical geodetic methods
 EB2210.and adjusted by the National Geodetic Survey in August 2005.
 EB2210
 EB2210
 EB2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2210
 EB2210.The geoid height was determined by GEOID03.
 EB2210
 EB2210;                    North         East     Units Scale Factor Converg.
 EB2210;SPC NC       -    60,510.902   637,372.772   MT  1.00001081   +0 10 26.8
 EB2210;SPC NC       -   198,526.18  2,091,113.84   sFT  1.00001081   +0 10 26.8
 EB2210;UTM  17      - 3,797,273.454   711,835.719   MT  1.00015317   +1 17 50.5
 EB2210
 EB2210                          SUPERSEDED SURVEY CONTROL
 EB2210
 EB2210  NAD 83(1986)-  34 17 42.31228(N)    078 41 54.05900(W) AD(       ) 4
 EB2210  NAD 27      -  34 17 41.70800(N)    078 41 55.00400(W) AD(       ) 3
 EB2210
 EB2210.Superseded values are not recommended for survey control.
 EB2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2210.See file dsdata.txt to determine how the superseded data were derived.
 EB2210
 EB2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1183697273(NAD 83)
 EB2210_MARKER: 53 = ELEVATED TANK
 EB2210
 EB2210  HISTORY     - Date     Condition        Report By
 EB2210  HISTORY     - 1942     FIRST OBSERVED   CGS
 EB2210  HISTORY     - 1966     SEE DESCRIPTION  CGS
 EB2210
 EB2210                          STATION DESCRIPTION
 EB2210
 EB2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2210'THIS INTERSECTION STATION IS ABOUT 0.4 MILE NNW OF THE
 EB2210'BRUNSWICK POST OFFICE, ON THE PROPERTY OF THE SLEDGE LUMBER
 EB2210'COMPANY.  THE TANK IS A 4-LEGGED STEEL STRUCTURE ABOUT 100
 EB2210'FEET HIGH, AND AT ONE TIME IT WAS PAINTED YELLOW, BUT IS NOW A
 EB2210'RUSTY GRAY COLOR.  IT IS ABOUT 300 FEET NNW OF THE NW CORNER OF
 EB2210'THE BRICK BUILDING OF THE SLEDGE LUMBER COMPANY.
 EB2210'
 EB2210'TO REACH FROM THE BRUNSWICK POST OFFICE, GO 0.2 MILE NW ON STATE
 EB2210'HIGHWAY 130 TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.55 MILE TO A
 EB2210'T-ROAD, TURN RIGHT AND GO 0.05 MILE TO THE WATER TANK ON THE LEFT.
 EB2210
 EB2210                          STATION RECOVERY (1966)
 EB2210
 EB2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JKB)
 EB2210'THE WATER TANK IS BELIEVED TO BE REMAINING IN ITS SAME
 EB2210'LOCATION AND IS STILL UNPAINTED.  HOWEVER A NEW TANK FOR NATIONAL
 EB2210'SPINNING CO. HAS BEEN BUILT SEVERAL HUNDRED YARDS S OF THE OLD
 EB2210'TANK AND SHOULD NOT BE CONFUSED AS THE PROPER POINT.  SLEDGE
 EB2210'LUMBER CO. NO LONGER HAS A MILL OR ANY BUILDINGS NEAR THE OLD
 EB2210'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1080 ***********************************************************************
 EZ1080  DESIGNATION -  BRUSH
 EZ1080  PID         -  EZ1080
 EZ1080  STATE/COUNTY-  NC/RANDOLPH
 EZ1080  USGS QUAD   -  COLERIDGE (1968)
 EZ1080
 EZ1080                         *CURRENT SURVEY CONTROL
 EZ1080  ___________________________________________________________________
 EZ1080* NAD 83(2001)-  35 44 37.78114(N)    079 33 02.36293(W)     ADJUSTED  
 EZ1080* NAVD 88     -       171.581  (meters)     562.93   (feet)  ADJUSTED  
 EZ1080  ___________________________________________________________________
 EZ1080  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EZ1080  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 EZ1080  DYNAMIC HT  -         171.436 (meters)     562.45  (feet)  COMP
 EZ1080  MODELED GRAV-     979,784.9   (mgal)                       NAVD 88
 EZ1080
 EZ1080  HORZ ORDER  -  SECOND
 EZ1080  VERT ORDER  -  SECOND    CLASS 0
 EZ1080
 EZ1080.The horizontal coordinates were established by classical geodetic methods
 EZ1080.and adjusted by the National Geodetic Survey in August 2005.
 EZ1080
 EZ1080.The orthometric height was determined by differential leveling
 EZ1080.and adjusted in June 1991.
 EZ1080
 EZ1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1080
 EZ1080.The geoid height was determined by GEOID03.
 EZ1080
 EZ1080.The dynamic height is computed by dividing the NAVD 88
 EZ1080.geopotential number by the normal gravity value computed on the
 EZ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1080.degrees latitude (g = 980.6199 gals.).
 EZ1080
 EZ1080.The modeled gravity was interpolated from observed gravity values.
 EZ1080
 EZ1080;                    North         East     Units Scale Factor Converg.
 EZ1080;SPC NC       -   221,316.813   559,796.706   MT  0.99990938   -0 19 04.2
 EZ1080;SPC NC       -   726,103.58  1,836,599.69   sFT  0.99990938   -0 19 04.2
 EZ1080;UTM  17      - 3,956,504.238   631,051.525   MT  0.99981163   +0 50 48.4
 EZ1080
 EZ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1080!SPC NC       -   0.99997783  x   0.99990938  =   0.99988722
 EZ1080!UTM  17      -   0.99997783  x   0.99981163  =   0.99978947
 EZ1080
 EZ1080|---------------------------------------------------------------------|
 EZ1080| PID    Reference Object                     Distance      Geod. Az  |
 EZ1080|                                                           dddmmss.s |
 EZ1080| EZ1081 COUNTY                              319.527 METERS 10303     |
 EZ1080| EZ1079 SHARPE                              APPROX. 0.5 KM 2541317.8 |
 EZ1080|---------------------------------------------------------------------|
 EZ1080
 EZ1080                          SUPERSEDED SURVEY CONTROL
 EZ1080
 EZ1080  NAD 83(1986)-  35 44 37.78602(N)    079 33 02.37568(W) AD(       ) 2
 EZ1080  NAD 27      -  35 44 37.29172(N)    079 33 03.29310(W) AD(       ) 2
 EZ1080  NGVD 29 (05/07/91)  171.730  (m)          563.42   (f) ADJUSTED    2 0
 EZ1080
 EZ1080.Superseded values are not recommended for survey control.
 EZ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1080.See file dsdata.txt to determine how the superseded data were derived.
 EZ1080
 EZ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3105256504(NAD 83)
 EZ1080_MARKER: DE = TRAVERSE STATION DISK
 EZ1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1080_STAMPING: BRUSH 1971
 EZ1080_MARK LOGO: NCGS  
 EZ1080_PROJECTION: FLUSH
 EZ1080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1080+STABILITY: SURFACE MOTION
 EZ1080
 EZ1080  HISTORY     - Date     Condition        Report By
 EZ1080  HISTORY     - 1971     MONUMENTED       NCGS
 EZ1080  HISTORY     - 1971     GOOD             NCGS
 EZ1080  HISTORY     - 1982     GOOD             NCGS
 EZ1080  HISTORY     - 1982     GOOD             NCGS
 EZ1080
 EZ1080                          STATION DESCRIPTION
 EZ1080
 EZ1080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 EZ1080'BRUSH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1080'THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ1080'
 EZ1080'BRUSH IS LOCATED APPROXIMATELY 6.0 MILES EAST OF RAMSEUR.  TO
 EZ1080'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND
 EZ1080'RANDOLPH-CHATHAM COUNTY LINE.  GO 0.3 MILE WEST ALONG U.S. 64 TO
 EZ1080'STATION ON RIGHT.  APPROXIMATELY 250 FT WEST OF BRUSH CREEK,
 EZ1080'APPROXIMATELY 100 FT SOUTHWEST OF TWO STORY FRAME HOUSE, ON
 EZ1080'EAST SIDE OF DRIVE, AND ON NORTH EDGE OF OLD ROADBED.
 EZ1080'
 EZ1080'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1080'BRUSH 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1080'WHICH IS FLUSH WITH THE GROUND.
 EZ1080'
 EZ1080'MARK IS
 EZ1080'
 EZ1080'77.3 FT N OF C/L OF U.S. 64
 EZ1080'
 EZ1080'10.0 FT E OF C/L OF DRIVE
 EZ1080'
 EZ1080'60.4 FT NW OF ALUMINUM REF. TAG ON PP 5G-7
 EZ1080'
 EZ1080'70.6 FT WSW OF SW CORNER OF STONE WALKWAY STEPS
 EZ1080'
 EZ1080'85.0 FT S OF SW EDGE OF BRICK PUMPHOUSE
 EZ1080
 EZ1080                          STATION RECOVERY (1971)
 EZ1080
 EZ1080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971
 EZ1080'6.0 MI E FROM RAMSEUR.
 EZ1080'FROM THE INTERSECTION OF U.S. 64 AND RANDOLPH-CHATHAM COUNTY
 EZ1080'LINE, GO 0.3 MI. W ALONG U.S. 64 TO STATION ON RIGHT, APPROXIMATELY
 EZ1080'250 FT W OF BRUSH CREEK, APPROXIMATELY 100 FT SW OF 2 STORY
 EZ1080'HOUSE (FRAME), ON E SIDE OF DRIVE, AND ON N EDGE OF OLD ROADBED,
 EZ1080'77.3 FT N OF C/L OF U.S. 64, 10.0 FT E OF C/L OF DRIVE, 60.4 FT
 EZ1080'NW OF ALUMINUM REF. TAG ON PP 5G-7, 70.6 FT WSW OF SW CORNER
 EZ1080'OF STONE WALKWAY STEPS, AND 85.0 FT S OF SW EDGE OF BRICK
 EZ1080'PUMPHOUSE.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE
 EZ1080'GROUND.
 EZ1080
 EZ1080                          STATION RECOVERY (1982)
 EZ1080
 EZ1080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ1080'RECOVERED AS DESCRIBED.
 EZ1080
 EZ1080                          STATION RECOVERY (1982)
 EZ1080
 EZ1080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ1080'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 EZ1080'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1781 ***********************************************************************
 AI1781  DESIGNATION -  BRUSH
 AI1781  PID         -  AI1781
 AI1781  STATE/COUNTY-  NC/CHATHAM
 AI1781  USGS QUAD   -  COLERIDGE (1968)
 AI1781
 AI1781                         *CURRENT SURVEY CONTROL
 AI1781  ___________________________________________________________________
 AI1781* NAD 83(2007)-  35 37 41.00740(N)    079 32 59.61702(W)     ADJUSTED  
 AI1781* NAVD 88     -       147.6    (meters)     484.     (feet)  GPS OBS   
 AI1781  ___________________________________________________________________
 AI1781  EPOCH DATE  -        2002.00
 AI1781  X           -     941,402.234 (meters)                     COMP
 AI1781  Y           -  -5,104,153.364 (meters)                     COMP
 AI1781  Z           -   3,694,793.984 (meters)                     COMP
 AI1781  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AI1781  ELLIP HEIGHT-         117.061 (meters)          (02/10/07) ADJUSTED
 AI1781  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AI1781
 AI1781  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1781  Type    PID    Designation                      North   East  Ellip
 AI1781  -------------------------------------------------------------------
 AI1781  NETWORK AI1781 BRUSH                             6.43   5.88  13.82
 AI1781  -------------------------------------------------------------------
 AI1781
 AI1781.The horizontal coordinates were established by GPS observations
 AI1781.and adjusted by the National Geodetic Survey in February 2007.
 AI1781
 AI1781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1781.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1781.The horizontal coordinates are valid at the epoch date displayed above.
 AI1781.The epoch date for horizontal control is a decimal equivalence
 AI1781.of Year/Month/Day.
 AI1781
 AI1781.The orthometric height was determined by GPS observations and a
 AI1781.high-resolution geoid model.
 AI1781
 AI1781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1781
 AI1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1781
 AI1781.The ellipsoidal height was determined by GPS observations
 AI1781.and is referenced to NAD 83.
 AI1781
 AI1781.The geoid height was determined by GEOID03.
 AI1781
 AI1781;                    North         East     Units Scale Factor Converg.
 AI1781;SPC NC       -   208,472.790   559,794.547   MT  0.99989409   -0 19 02.6
 AI1781;SPC NC       -   683,964.48  1,836,592.61   sFT  0.99989409   -0 19 02.6
 AI1781;UTM  17      - 3,943,663.966   631,310.127   MT  0.99981248   +0 50 41.4
 AI1781
 AI1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1781!SPC NC       -   0.99998163  x   0.99989409  =   0.99987572
 AI1781!UTM  17      -   0.99998163  x   0.99981248  =   0.99979411
 AI1781
 AI1781                          SUPERSEDED SURVEY CONTROL
 AI1781
 AI1781  NAD 83(2001)-  35 37 41.00735(N)    079 32 59.61738(W) AD(       ) 1
 AI1781  ELLIP H (03/13/03)  117.084  (m)                       GP(       ) 4 2
 AI1781  NAD 83(1986)-  35 37 41.01418(N)    079 32 59.62521(W) AD(       ) 1
 AI1781
 AI1781.Superseded values are not recommended for survey control.
 AI1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1781.See file dsdata.txt to determine how the superseded data were derived.
 AI1781
 AI1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3131043664(NAD 83)
 AI1781_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1781_STAMPING: BRUSH 1989
 AI1781_MARK LOGO: NCGS  
 AI1781_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1781+STABILITY: SURFACE MOTION
 AI1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1781+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1781
 AI1781  HISTORY     - Date     Condition        Report By
 AI1781  HISTORY     - 1989     MONUMENTED       NCGS
 AI1781
 AI1781                          STATION DESCRIPTION
 AI1781
 AI1781'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1781'STATION IS LOCATED APPROXIMATELY 6.86 KM (4.25 MI) NORTH OF BENNETT
 AI1781'AND 13.07 KM (8.10 MI) SOUTHWEST OF SILER CITY. ALONG SR 1005 (LANES
 AI1781'MILL ROAD) FOR 6.8 KM (4.20 MI) EAST FROM NC 22 IN COLERIDGE, OR 0.2
 AI1781'KM (0.10 MI) EAST OF THE RANDOLPH-CHATHAM COUNTY LINE, IN THE
 AI1781'SOUTHEAST CORNER OF A YARD. MARK IS 1 FOOT (0.3 M) HIGHER THAN ROAD
 AI1781'AND FLUSH WITH GROUND. LOCATED 10.52 M (34.51 FT) NORTH-NORTHEAST OF
 AI1781'THE CENTERLINE OF ROAD, 20.70 M (67.91 FT) EAST-SOUTHEAST OF CENTER OF
 AI1781'GRAVEL DRIVE, 1.58 M (5.18 FT) NORTH- NORTHEAST OF A TELEPHONE
 AI1781'PEDESTAL--AND 9.45 M (31.00 FT) SOUTHEAST OF A POWER POLE, 28.60 M
 AI1781'(93.83 FT) EAST-NORTHEAST OF A FENCE GATE POST--BOTH WITH REFERENCE
 AI1781'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1782 ***********************************************************************
 AI1782  DESIGNATION -  BRUSH AZ MK
 AI1782  PID         -  AI1782
 AI1782  STATE/COUNTY-  NC/RANDOLPH
 AI1782  USGS QUAD   -  COLERIDGE (1968)
 AI1782
 AI1782                         *CURRENT SURVEY CONTROL
 AI1782  ___________________________________________________________________
 AI1782* NAD 83(2001)-  35 37 41.12858(N)    079 33 12.02627(W)     ADJUSTED  
 AI1782* NAVD 88     -       144.3    (meters)     473.     (feet)  VERT ANG  
 AI1782  ___________________________________________________________________
 AI1782  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AI1782  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 AI1782  HORZ ORDER  -  SECOND
 AI1782
 AI1782.The horizontal coordinates were established by classical geodetic methods
 AI1782.and adjusted by the National Geodetic Survey in August 2005.
 AI1782
 AI1782.The orthometric height was determined by vertical angle observations.
 AI1782
 AI1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1782
 AI1782.The geoid height was determined by GEOID03.
 AI1782
 AI1782;                    North         East     Units Scale Factor Converg.
 AI1782;SPC NC       -   208,478.259   559,482.357   MT  0.99989410   -0 19 09.7
 AI1782;SPC NC       -   683,982.42  1,835,568.37   sFT  0.99989410   -0 19 09.7
 AI1782;UTM  17      - 3,943,663.102   630,997.916   MT  0.99981147   +0 50 34.2
 AI1782
 AI1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1782!SPC NC       -   0.99998214  x   0.99989410  =   0.99987625
 AI1782!UTM  17      -   0.99998214  x   0.99981147  =   0.99979362
 AI1782
 AI1782                          SUPERSEDED SURVEY CONTROL
 AI1782
 AI1782  NAD 83(1986)-  35 37 41.13541(N)    079 33 12.03408(W) AD(       ) 2
 AI1782
 AI1782.Superseded values are not recommended for survey control.
 AI1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1782.See file dsdata.txt to determine how the superseded data were derived.
 AI1782
 AI1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3099843663(NAD 83)
 AI1782_MARKER: DZ = AZIMUTH MARK DISK
 AI1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1782_STAMPING: BRUSH 1989
 AI1782_MARK LOGO: NCGS  
 AI1782_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1782+STABILITY: SURFACE MOTION
 AI1782
 AI1782  HISTORY     - Date     Condition        Report By
 AI1782  HISTORY     - 1989     MONUMENTED       NCGS
 AI1782
 AI1782                          STATION DESCRIPTION
 AI1782
 AI1782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1782'STATION IS LOCATED APPROXIMATELY 5.79 KM (3.60 MI) EAST-SOUTHEAST OF
 AI1782'COLERIDGE AND 6.90 KM (4.30 MI) NORTH OF BENNETT. ALONG SR 1005 (LANES
 AI1782'MILL ROAD) FOR 6.5 KM (4.05 MI) EAST FROM NC 22 IN COLERIDGE, OR 0.2
 AI1782'KM (0.10 MI) WEST OF THE RANDOLPH-CHATHAM COUNTY LINE, IN NORTHEAST
 AI1782'CORNER OF A YARD. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.
 AI1782'LOCATED 9.00 M (29.53 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD,
 AI1782'5.30 M (17.39 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF A DRIVEWAY
 AI1782'CULVERT--AND 1.45 M (4.76 FT) EAST-NORTHEAST OF A POWER POLE, 8.2 M
 AI1782'(26.9 FT) NORTHEAST OF A TWIN-TRUNK MAPLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6078 ***********************************************************************
 AA6078  DESIGNATION -  BRUSH CREEK
 AA6078  PID         -  AA6078
 AA6078  STATE/COUNTY-  NC/BUNCOMBE
 AA6078  USGS QUAD   -  FRUITLAND (1990)
 AA6078
 AA6078                         *CURRENT SURVEY CONTROL
 AA6078  ___________________________________________________________________
 AA6078* NAD 83(2001)-  35 29 53.28675(N)    082 25 13.53310(W)     ADJUSTED  
 AA6078* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 AA6078  ___________________________________________________________________
 AA6078  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 AA6078  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AA6078  HORZ ORDER  -  SECOND
 AA6078
 AA6078.The horizontal coordinates were established by classical geodetic methods
 AA6078.and adjusted by the National Geodetic Survey in August 2005.
 AA6078
 AA6078.The orthometric height was scaled from a topographic map.
 AA6078
 AA6078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6078
 AA6078.The geoid height was determined by GEOID03.
 AA6078
 AA6078;                    North         East     Units Scale Factor Converg.
 AA6078;SPC NC       -   199,266.793   299,358.967   MT  0.99988180   -1 58 27.0
 AA6078;SPC NC       -   653,761.14    982,146.88   sFT  0.99988180   -1 58 27.0
 AA6078;UTM  17      - 3,929,214.047   371,169.863   MT  0.99980453   -0 49 29.7
 AA6078
 AA6078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6078!SPC NC       -   0.99990129  x   0.99988180  =   0.99978310
 AA6078!UTM  17      -   0.99990129  x   0.99980453  =   0.99970584
 AA6078
 AA6078                          SUPERSEDED SURVEY CONTROL
 AA6078
 AA6078  NAD 83(1986)-  35 29 53.29268(N)    082 25 13.53314(W) AD(       ) 2
 AA6078
 AA6078.Superseded values are not recommended for survey control.
 AA6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6078.See file dsdata.txt to determine how the superseded data were derived.
 AA6078
 AA6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7117029214(NAD 83)
 AA6078_MARKER: DE = TRAVERSE STATION DISK
 AA6078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6078_SP_SET: CONCRETE POST
 AA6078_STAMPING: BRUSH CREEK 1984
 AA6078_MARK LOGO: NCGS  
 AA6078_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6078+STABILITY: SURFACE MOTION
 AA6078
 AA6078  HISTORY     - Date     Condition        Report By
 AA6078  HISTORY     - 1984     MONUMENTED       NCGS
 AA6078
 AA6078                          STATION DESCRIPTION
 AA6078
 AA6078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6078'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) SOUTHWEST OF FAIRVIEW AND
 AA6078'10.2 MI (16.4 KM) SOUTHEAST OF ASHEVILLE. PROCEED ALONG SR 3136 (CANE
 AA6078'CREEK ROAD) FOR 1.9 MI (3.1 KM) SOUTHWEST FROM THE US 74 INTERSECTION
 AA6078'(AT FAIRVIEW), TO SR 3145, THENCE SOUTH ALONG SR 3145 FOR 0.1 MI (0.2
 AA6078'KM) TO SR 3142, THENCE SOUTHEAST ALONG SR 3142 FOR 0.1 MI (0.2 KM) TO
 AA6078'A GRAVEL ROAD ON THE LEFT, AND THE STATION. MARK IS FLUSH WITH GROUND
 AA6078'AND IS LEVEL WITH SR 3142. LOCATED 63.0 FT (19.2 M) EAST OF THE
 AA6078'CENTERLINE OF SR 3142, 8.8 FT (2.7 M) SOUTH-SOUTHEAST OF THE
 AA6078'CENTERLINE OF A GRAVEL ROAD--AND 11.5 FT (3.5 M) NORTH-NORTHEAST OF A
 AA6078'10-INCH OAK, 8.2 FT (2.5 M) WEST-NORTHWEST OF A 4-INCH BLACK
 AA6078'WALNUT--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2649 ***********************************************************************
 FZ2649  DESIGNATION -  BRUSHY MTN ROAD TANK
 FZ2649  PID         -  FZ2649
 FZ2649  STATE/COUNTY-  NC/WILKES
 FZ2649  USGS QUAD   -  WILKESBORO (1966)
 FZ2649
 FZ2649                         *CURRENT SURVEY CONTROL
 FZ2649  ___________________________________________________________________
 FZ2649* NAD 83(2001)-  36 07 48.94990(N)    081 08 53.59196(W)     ADJUSTED  
 FZ2649* NAVD 88     -              **(meters)            **(feet)            
 FZ2649  ___________________________________________________________________
 FZ2649  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 FZ2649  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 FZ2649  HORZ ORDER  -  THIRD
 FZ2649
 FZ2649.The horizontal coordinates were established by classical geodetic methods
 FZ2649.and adjusted by the National Geodetic Survey in August 2005.
 FZ2649
 FZ2649
 FZ2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2649
 FZ2649.The geoid height was determined by GEOID03.
 FZ2649
 FZ2649;                    North         East     Units Scale Factor Converg.
 FZ2649;SPC NC       -   266,146.636   416,245.840   MT  0.99999004   -1 14 23.6
 FZ2649;SPC NC       -   873,182.75  1,365,633.23   sFT  0.99999004   -1 14 23.6
 FZ2649;UTM  17      - 3,998,406.948   486,663.284   MT  0.99960219   -0 05 14.6
 FZ2649
 FZ2649                          SUPERSEDED SURVEY CONTROL
 FZ2649
 FZ2649  NAD 83(1995)-  36 07 48.95256(N)    081 08 53.59428(W) AD(       ) 4
 FZ2649  NAD 83(1993)-  36 07 48.95625(N)    081 08 53.59775(W) AD(       ) 4
 FZ2649  NAD 83(1986)-  36 07 48.94729(N)    081 08 53.59564(W) AD(       ) 4
 FZ2649
 FZ2649.Superseded values are not recommended for survey control.
 FZ2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2649.See file dsdata.txt to determine how the superseded data were derived.
 FZ2649
 FZ2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8666398407(NAD 83)
 FZ2649_MARKER: 53 = ELEVATED TANK
 FZ2649
 FZ2649  HISTORY     - Date     Condition        Report By
 FZ2649  HISTORY     - 1980     FIRST OBSERVED   NCGS
 FZ2649
 FZ2649                          STATION DESCRIPTION
 FZ2649
 FZ2649'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2649'THE STATION IS LOCATED ABOUT 1.2 MI SOUTH-SOUTHEAST OF WILKESBORO
 FZ2649'AND 2.1 MI SOUTH OF NORTH WILKESBORO.
 FZ2649'
 FZ2649'LOCATED 0.2 MI WEST ALONG SR 2516 FROM SR 1001 (BRUSHY MOUNTAIN
 FZ2649'ROAD) AND ABOUT 1500 FEET SOUTH OF THE SR 1001 OVERPASS OF US 421,
 FZ2649'ON HOLLY FARMS PROPERTY.
 FZ2649'
 FZ2649'THE LANDMARK IS PAINTED LIGHT GREEN AND IS ABOUT 70 FEET TALL.
 FZ2649'
 FZ2649'MARK IS A NCGS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8400 ***********************************************************************
 AE8400  DESIGNATION -  BRUTON
 AE8400  PID         -  AE8400
 AE8400  STATE/COUNTY-  NC/MONTGOMERY
 AE8400  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8400
 AE8400                         *CURRENT SURVEY CONTROL
 AE8400  ___________________________________________________________________
 AE8400* NAD 83(2001)-  35 15 11.12641(N)    080 03 47.94045(W)     ADJUSTED  
 AE8400* NAVD 88     -       120.6    (meters)     396.     (feet)  VERTCON   
 AE8400  ___________________________________________________________________
 AE8400  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AE8400  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE8400  HORZ ORDER  -  SECOND
 AE8400
 AE8400.The horizontal coordinates were established by classical geodetic methods
 AE8400.and adjusted by the National Geodetic Survey in August 2005.
 AE8400
 AE8400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8400
 AE8400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8400
 AE8400.The geoid height was determined by GEOID03.
 AE8400
 AE8400;                    North         East     Units Scale Factor Converg.
 AE8400;SPC NC       -   167,255.949   512,846.984   MT  0.99987259   -0 36 49.4
 AE8400;SPC NC       -   548,738.89  1,682,565.48   sFT  0.99987259   -0 36 49.4
 AE8400;UTM  17      - 3,901,512.492   585,211.155   MT  0.99968948   +0 32 26.4
 AE8400
 AE8400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8400!SPC NC       -   0.99998585  x   0.99987259  =   0.99985844
 AE8400!UTM  17      -   0.99998585  x   0.99968948  =   0.99967533
 AE8400
 AE8400                          SUPERSEDED SURVEY CONTROL
 AE8400
 AE8400  NAD 83(1986)-  35 15 11.13770(N)    080 03 47.95213(W) AD(       ) 2
 AE8400  NGVD 29 (04/08/98)  120.9    (m)          397.     (f) VERT ANG    3  
 AE8400
 AE8400.Superseded values are not recommended for survey control.
 AE8400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8400.See file dsdata.txt to determine how the superseded data were derived.
 AE8400
 AE8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8521101512(NAD 83)
 AE8400_MARKER: DE = TRAVERSE STATION DISK
 AE8400_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8400_STAMPING: BRUTON 1983
 AE8400_MARK LOGO: NCGS  
 AE8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8400
 AE8400  HISTORY     - Date     Condition        Report By
 AE8400  HISTORY     - 1983     MONUMENTED       NCGS
 AE8400
 AE8400                          STATION DESCRIPTION
 AE8400
 AE8400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8400'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTHWEST OF MT. GILEAD AND
 AE8400'ABOUT 5.9 KM (3.65 MI) EAST-NORTHEAST OF NORWOOD.$PROCEED SOUTHEAST
 AE8400'ALONG NC 73 FOR 1.7 KM (1.05 MI) FROM NC 24-27 TO SR 1111 ON RIGHT,
 AE8400'THENCE SOUTH ALONG SR 1111 FOR 6.1 KM (3.80 MI) TO SR 1110, CONTINUE
 AE8400'EAST ALONG SR 1111 FOR 0.7 KM (0.45 MI) TO A TRANSMISSION LINE, THENCE
 AE8400'NORTH ALONG THE TRANSMISSION LINE FOR 1.2 KM (0.75 MI) TO THE STATION,
 AE8400'UNDER THE LINE.$MARK IS FLUSH WITH GROUND. LOCATED 70.9 M (232.6 FT)
 AE8400'NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE EASTMOST TRANSMISSION
 AE8400'TOWER--AND 25.3 M (83.0 FT) NORTHEAST OF A 5-INCH LOBLOLLY PINE, 20.0
 AE8400'M (65.6 FT) SOUTHEAST OF A 4-INCH LOBLOLLY PINE, 25.7 M (84.3 FT)
 AE8400'WEST-SOUTHWEST OF A 7-INCH LOBLOLLY PINE, 24.9 M (81.7 FT) WEST OF A
 AE8400'7-INCH LOBLOLLY PINE--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0818 ***********************************************************************
 EB0818  DESIGNATION -  BRYAN
 EB0818  PID         -  EB0818
 EB0818  STATE/COUNTY-  NC/BLADEN
 EB0818  USGS QUAD   -  DUBLIN (1987)
 EB0818
 EB0818                         *CURRENT SURVEY CONTROL
 EB0818  ___________________________________________________________________
 EB0818* NAD 83(2001)-  34 41 07.15422(N)    078 44 28.45097(W)     ADJUSTED  
 EB0818* NAVD 88     -        47.548  (meters)     156.00   (feet)  ADJUSTED  
 EB0818  ___________________________________________________________________
 EB0818  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 EB0818  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0818  DYNAMIC HT  -          47.502 (meters)     155.85  (feet)  COMP
 EB0818  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 EB0818
 EB0818  HORZ ORDER  -  SECOND
 EB0818  VERT ORDER  -  SECOND    CLASS II
 EB0818
 EB0818.The horizontal coordinates were established by classical geodetic methods
 EB0818.and adjusted by the National Geodetic Survey in August 2005.
 EB0818
 EB0818.The orthometric height was determined by differential leveling
 EB0818.and adjusted in June 1991.
 EB0818
 EB0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0818
 EB0818.The geoid height was determined by GEOID03.
 EB0818
 EB0818.The dynamic height is computed by dividing the NAVD 88
 EB0818.geopotential number by the normal gravity value computed on the
 EB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0818.degrees latitude (g = 980.6199 gals.).
 EB0818
 EB0818.The modeled gravity was interpolated from observed gravity values.
 EB0818
 EB0818;                    North         East     Units Scale Factor Converg.
 EB0818;SPC NC       -   103,787.253   633,311.456   MT  0.99992112   +0 08 57.7
 EB0818;SPC NC       -   340,508.68  2,077,789.34   sFT  0.99992112   +0 08 57.7
 EB0818;UTM  17      - 3,840,469.002   706,920.925   MT  1.00012776   +1 17 09.1
 EB0818
 EB0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0818!SPC NC       -   0.99999795  x   0.99992112  =   0.99991907
 EB0818!UTM  17      -   0.99999795  x   1.00012776  =   1.00012571
 EB0818
 EB0818:                Primary Azimuth Mark                     Grid Az
 EB0818:SPC NC       -  REEDY                                    184 50 46.3
 EB0818:UTM  17      -  REEDY                                    183 42 34.9
 EB0818
 EB0818|---------------------------------------------------------------------|
 EB0818| PID    Reference Object                     Distance      Geod. Az  |
 EB0818|                                                           dddmmss.s |
 EB0818| EB0819 REEDY                               APPROX. 0.7 KM 1845944.0 |
 EB0818|---------------------------------------------------------------------|
 EB0818
 EB0818                          SUPERSEDED SURVEY CONTROL
 EB0818
 EB0818  NAD 83(1986)-  34 41 07.16402(N)    078 44 28.46093(W) AD(       ) 2
 EB0818  NAD 27      -  34 41 06.55351(N)    078 44 29.38935(W) AD(       ) 2
 EB0818  NGVD 29 (??/??/92)   47.841  (m)          156.96   (f) ADJ UNCH    2 2
 EB0818
 EB0818.Superseded values are not recommended for survey control.
 EB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0818.See file dsdata.txt to determine how the superseded data were derived.
 EB0818
 EB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0692140469(NAD 83)
 EB0818_MARKER: DE = TRAVERSE STATION DISK
 EB0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0818_STAMPING: BRYAN 1973
 EB0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0818+STABILITY: SURFACE MOTION
 EB0818
 EB0818  HISTORY     - Date     Condition        Report By
 EB0818  HISTORY     - 1973     MONUMENTED       NCGS
 EB0818  HISTORY     - 1974     GOOD             NCGS
 EB0818  HISTORY     - 1985     GOOD             USPSQD
 EB0818  HISTORY     - 20010512 MARK NOT FOUND   USPSQD
 EB0818  HISTORY     - 20050331 MARK NOT FOUND   GEOCAC
 EB0818
 EB0818                          STATION DESCRIPTION
 EB0818
 EB0818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0818'BRYAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0818'VICINITY OF DUBLIN, NORTH CAROLINA.
 EB0818'
 EB0818'BRYAN IS LOCATED APPROXIMATELY 2.1 MILES NNW OF DUBLIN, AND 4.2 MILES
 EB0818'SE OF TAR HEEL.  TO REACH STATION FROM INTERSECTION OF NC 87 AND
 EB0818'NC 410 IN DUBLIN.  PROCEED NNW ALONG NC 87 FOR 2.15 MILES TO WALTER
 EB0818'BRYAN HOME ON RIGHT AND STATION AT SW CORNER OF YARD.  0.55 MILE
 EB0818'SOUTH OF INTERSECTION WITH SR 1340 (NE).
 EB0818'
 EB0818'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRYAN
 EB0818'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB0818'FLUSH WITH THE SURFACE OF THE GROUND.
 EB0818'
 EB0818'MARK IS
 EB0818'
 EB0818'34.4 FEET E OF C/L OF NC 87.
 EB0818'107.3 FEET S OF C/L OF DRIVEWAY.
 EB0818'6.2 FEET WNW OF PP WITH TRANSFORMER W/ALUMINUM REF. TAG.
 EB0818'77.0 FEET E OF TELEPHONE SERVICE BOX.
 EB0818
 EB0818                          STATION RECOVERY (1974)
 EB0818
 EB0818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0818'2.1 MI NNW FROM DUBLIN.
 EB0818'BRYAN IS LOCATED APPROXIMATELY 8.8 MILES WNW OF ELIZABETHTOWN.
 EB0818'TO REACH STATION FROM INTERSECTION OF NC 87 AND NC 410 IN
 EB0818'DUBLIN, PROCEED NNW ALONG NC 87 FOR 2.15 MILES TO WALTER BRYAN
 EB0818'HOME ON RIGHT AND STATION AT SW CORNER OF YARD, 0.55 MILE SOUTH OF
 EB0818'INTERSECTION WITH SR 1340 (NE), 34.4 FT EAST OF C/L OF NC 87,
 EB0818'107.3 FT SOUTH OF C/L OF DRIVEWAY, 6.2 FT WNW OF PP WITH TRANSFORMER
 EB0818'WITH ALUMINUM REF. TAG, AND 77.0 FT EAST OF TELEPHONE SERVICE
 EB0818'BOX.  DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE
 EB0818'GROUND.
 EB0818
 EB0818                          STATION RECOVERY (1985)
 EB0818
 EB0818'RECOVERY NOTE BY US POWER SQUADRON 1985 (NAM)
 EB0818'RECOVERED IN GOOD CONDITION.
 EB0818
 EB0818                          STATION RECOVERY (2001)
 EB0818
 EB0818'RECOVERY NOTE BY US POWER SQUADRON 2001 (CES)
 EB0818'POWER POLE HAS BEEN REPLACED. NO REFERENCE TAG
 EB0818
 EB0818                          STATION RECOVERY (2005)
 EB0818
 EB0818'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 EB0818'STATION BRYAN NOT FOUND. FOR REFERENCE, THE ENTIRE BRYAN FRONT YARD
 EB0818'WHERE THE STATION IS LOCATED NOW LIES WITHIN THE CONSTRUCTION ZONE OF
 EB0818'A CURRENT NC-87 WIDENING PROJECT OF FROM (2 TO 4) LANES WITH MEDIAN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0647 ***********************************************************************
 EA0647  DESIGNATION -  BRYAN
 EA0647  PID         -  EA0647
 EA0647  STATE/COUNTY-  NC/NEW HANOVER
 EA0647  USGS QUAD   -  WILMINGTON (1979)
 EA0647
 EA0647                         *CURRENT SURVEY CONTROL
 EA0647  ___________________________________________________________________
 EA0647* NAD 83(2001)-  34 07 59.88071(N)    077 53 42.26189(W)     ADJUSTED  
 EA0647* NAVD 88     -        11.607  (meters)      38.08   (feet)  ADJUSTED  
 EA0647  ___________________________________________________________________
 EA0647  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 EA0647  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EA0647  DYNAMIC HT  -          11.596 (meters)      38.04  (feet)  COMP
 EA0647  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EA0647
 EA0647  HORZ ORDER  -  SECOND
 EA0647  VERT ORDER  -  SECOND    CLASS 0
 EA0647
 EA0647.The horizontal coordinates were established by classical geodetic methods
 EA0647.and adjusted by the National Geodetic Survey in August 2005.
 EA0647
 EA0647.The orthometric height was determined by differential leveling
 EA0647.and adjusted in June 1991.
 EA0647
 EA0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0647
 EA0647.The geoid height was determined by GEOID03.
 EA0647
 EA0647.The dynamic height is computed by dividing the NAVD 88
 EA0647.geopotential number by the normal gravity value computed on the
 EA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0647.degrees latitude (g = 980.6199 gals.).
 EA0647
 EA0647.The modeled gravity was interpolated from observed gravity values.
 EA0647
 EA0647;                    North         East     Units Scale Factor Converg.
 EA0647;SPC NC       -    43,089.069   711,524.115   MT  1.00006140   +0 38 15.8
 EA0647;SPC NC       -   141,368.05  2,334,392.03   sFT  1.00006140   +0 38 15.8
 EA0647;UTM  18      - 3,780,722.883   233,022.248   MT  1.00047872   -1 37 31.6
 EA0647
 EA0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0647!SPC NC       -   1.00000401  x   1.00006140  =   1.00006541
 EA0647!UTM  18      -   1.00000401  x   1.00047872  =   1.00048273
 EA0647
 EA0647:                Primary Azimuth Mark                     Grid Az
 EA0647:SPC NC       -  MONKEY                                   009 52 19.0
 EA0647:UTM  18      -  MONKEY                                   012 08 06.4
 EA0647
 EA0647|---------------------------------------------------------------------|
 EA0647| PID    Reference Object                     Distance      Geod. Az  |
 EA0647|                                                           dddmmss.s |
 EA0647| EA0644 MONKEY                              APPROX. 0.8 KM 0103034.8 |
 EA0647|---------------------------------------------------------------------|
 EA0647
 EA0647                          SUPERSEDED SURVEY CONTROL
 EA0647
 EA0647  NAD 83(1986)-  34 07 59.89265(N)    077 53 42.27624(W) AD(       ) 2
 EA0647  NAD 27      -  34 07 59.27574(N)    077 53 43.32741(W) AD(       ) 2
 EA0647  NGVD 29 (??/??/92)   11.893  (m)           39.02   (f) ADJ UNCH    2 0
 EA0647
 EA0647.Superseded values are not recommended for survey control.
 EA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0647.See file dsdata.txt to determine how the superseded data were derived.
 EA0647
 EA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3302280723(NAD 83)
 EA0647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EA0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0647_STAMPING: BRYAN 1963
 EA0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0647+STABILITY: SURFACE MOTION
 EA0647
 EA0647  HISTORY     - Date     Condition        Report By
 EA0647  HISTORY     - 1963     MONUMENTED       NCGS
 EA0647  HISTORY     - 1963     GOOD             NGS
 EA0647  HISTORY     - 1969     GOOD             USGS
 EA0647  HISTORY     - 1980     GOOD             NCGS
 EA0647  HISTORY     - 19951117 GOOD             USPSQD
 EA0647
 EA0647                          STATION DESCRIPTION
 EA0647
 EA0647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0647'BRYAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0647'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0647'
 EA0647'BRYAN IS 7.70 MILES SE OF THE CENTER OF WILMINGTON, LOCATED
 EA0647'0.55 MILES SOUTH ALONG U.S. 421 FROM THE Y INTERSECTION OF
 EA0647'U.S. 421 AND NC 132, 1.95 MILES NORTH OF SR 1524 AND ON THE
 EA0647'WEST SIDE OF THE NORTH BOUND LANE OF U.S. 421.
 EA0647'
 EA0647'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0647'BRYAN 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0647'WHICH IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0647'
 EA0647'MARK IS
 EA0647'
 EA0647'16.4 FT E OF E EDGE OF PAVEMENT
 EA0647'
 EA0647'49.1 FT ENE OF 3 LEAD NAILS IN 4X4 SIGN POST (TWO-WAY TRAFFIC)
 EA0647'
 EA0647'124.7 FT NE OF 3 LEAD NAILS IN TEL. AND PP
 EA0647'
 EA0647'50.7 FT NW OF 3 LEAD NAILS IN GUY POLE TO PP
 EA0647'
 EA0647'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0647
 EA0647                          STATION RECOVERY (1963)
 EA0647
 EA0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0647'6.9 MI N FROM CAROLINA BEACH.
 EA0647'6.9 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0647'CHURCH AT CAROLINA BEACH, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 EA0647'EXTENDING NORTH AND SOUTHWEST, 142 FEET EAST AND ACROSS HIGHWAY
 EA0647'FROM POWER POLE 170, 28 FEET EAST-SOUTHEAST OF CENTER LINE OF
 EA0647'HIGHWAY, 95 FEET NORTHWEST OF NORTH CORNER OF A ONE-STORY
 EA0647'WHITE FRAME HOUSE, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF
 EA0647'A CONCRETE POST FLUSH WITH GROUND.  A NCGS TRI-TRA STA. DISK
 EA0647'NOTE-- MARK MAY ALSO BE REACHED BY GOING 4.9 MILES SOUTH ALONG
 EA0647'STATE HIGHWAY 132 FROM THE JUNCTION OF U.S. HIGHWAY 76 AT
 EA0647'WINTER PARK, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 421.
 EA0647
 EA0647                          STATION RECOVERY (1969)
 EA0647
 EA0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EA0647'REVISE DESCRIPTION TO READ EAST SIDE OF THE NORTH BOUND LANE
 EA0647'OF U.S. 421 INSTEAD OF WEST SIDE.
 EA0647
 EA0647                          STATION RECOVERY (1980)
 EA0647
 EA0647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EA0647'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 EA0647'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS -- THE STATION IS
 EA0647'6 INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION IS 28.2 FEET
 EA0647'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE, 119.8 FEET
 EA0647'NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX AND 6.2 FEET WEST OF
 EA0647'A 6 INCH WILD CHERRY TREE, 34.0 FEET NORTHWEST OF A 15 INCH PINE AND
 EA0647'43.4 FEET SOUTHWEST OF A 12 INCH PINE ALL WITH REFERENCE TAGS.
 EA0647
 EA0647                          STATION RECOVERY (1995)
 EA0647
 EA0647'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1298 ***********************************************************************
 EY1298  DESIGNATION -  BRYAN
 EY1298  PID         -  EY1298
 EY1298  STATE/COUNTY-  NC/WAYNE
 EY1298  USGS QUAD   -  NORTHEAST GOLDSBORO (1983)
 EY1298
 EY1298                         *CURRENT SURVEY CONTROL
 EY1298  ___________________________________________________________________
 EY1298* NAD 83(2001)-  35 25 46.61634(N)    077 58 52.60554(W)     ADJUSTED  
 EY1298* NAVD 88     -        38.864  (meters)     127.51   (feet)  ADJUSTED  
 EY1298  ___________________________________________________________________
 EY1298  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 EY1298  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EY1298  DYNAMIC HT  -          38.829 (meters)     127.39  (feet)  COMP
 EY1298  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 EY1298
 EY1298  HORZ ORDER  -  SECOND
 EY1298  VERT ORDER  -  SECOND    CLASS I
 EY1298
 EY1298.The horizontal coordinates were established by classical geodetic methods
 EY1298.and adjusted by the National Geodetic Survey in August 2005.
 EY1298
 EY1298.The orthometric height was determined by differential leveling
 EY1298.and adjusted in June 1991.
 EY1298
 EY1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1298
 EY1298.The geoid height was determined by GEOID03.
 EY1298
 EY1298.The dynamic height is computed by dividing the NAVD 88
 EY1298.geopotential number by the normal gravity value computed on the
 EY1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1298.degrees latitude (g = 980.6199 gals.).
 EY1298
 EY1298.The modeled gravity was interpolated from observed gravity values.
 EY1298
 EY1298;                    North         East     Units Scale Factor Converg.
 EY1298;SPC NC       -   186,794.788   702,096.720   MT  0.99987739   +0 35 16.7
 EY1298;SPC NC       -   612,842.57  2,303,462.32   sFT  0.99987739   +0 35 16.7
 EY1298;UTM  18      - 3,924,771.684   229,342.504   MT  1.00050286   -1 43 45.5
 EY1298;UTM  17      - 3,924,874.986   774,057.669   MT  1.00052569   +1 45 03.8
 EY1298
 EY1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1298!SPC NC       -   0.99999939  x   0.99987739  =   0.99987678
 EY1298!UTM  18      -   0.99999939  x   1.00050286  =   1.00050225
 EY1298!UTM  17      -   0.99999939  x   1.00052569  =   1.00052508
 EY1298
 EY1298:                Primary Azimuth Mark                     Grid Az
 EY1298:SPC NC       -  PATE                                     000 15 08.3
 EY1298:UTM  18      -  PATE                                     002 34 10.5
 EY1298:UTM  17      -  PATE                                     359 05 21.2
 EY1298
 EY1298|---------------------------------------------------------------------|
 EY1298| PID    Reference Object                     Distance      Geod. Az  |
 EY1298|                                                           dddmmss.s |
 EY1298| EY1299 PATE                                APPROX. 0.6 KM 0005025.0 |
 EY1298| EY1297 LOSCOTT                             334.581 METERS 18332     |
 EY1298|---------------------------------------------------------------------|
 EY1298
 EY1298                          SUPERSEDED SURVEY CONTROL
 EY1298
 EY1298  NAD 83(1986)-  35 25 46.62468(N)    077 58 52.61346(W) AD(       ) 2
 EY1298  NAD 27      -  35 25 46.04255(N)    077 58 53.65827(W) AD(       ) 2
 EY1298  NGVD 29 (??/??/92)   39.178  (m)          128.54   (f) ADJ UNCH    2 1
 EY1298
 EY1298.Superseded values are not recommended for survey control.
 EY1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1298.See file dsdata.txt to determine how the superseded data were derived.
 EY1298
 EY1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2934324772(NAD 83)
 EY1298_MARKER: DE = TRAVERSE STATION DISK
 EY1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1298_SP_SET: CONCRETE POST
 EY1298_STAMPING: BRYAN 1975
 EY1298_MARK LOGO: NCGS  
 EY1298_PROJECTION: RECESSED 15 CENTIMETERS
 EY1298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1298+STABILITY: SURFACE MOTION
 EY1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1298+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 EY1298
 EY1298  HISTORY     - Date     Condition        Report By
 EY1298  HISTORY     - 1975     MONUMENTED       NCGS
 EY1298  HISTORY     - 1978     GOOD             NCGS
 EY1298  HISTORY     - 1987     GOOD             USPSQD
 EY1298  HISTORY     - 20010103 GOOD             NCGS
 EY1298
 EY1298                          STATION DESCRIPTION
 EY1298
 EY1298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1298'BRYAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1298'THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY1298'
 EY1298'BRYAN IS LOCATED IN THE SMALL COMMUNITY OF BELFAST, 3.7 MILES
 EY1298'NORTH OF GOLDSBORO AND 4.6 MILES SOUTH OF PIKEVILLE.  TO REACH
 EY1298'STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH U.S. 117
 EY1298'BUSINESS AT NORTH EDGE OF GOLDSBORO, PROCEED NORTH ALONG U.S. 117
 EY1298'FOR 1.25 MILES TO STATION ON LEFT, IN SOUTHEAST CORNER OF YARD
 EY1298'OF MRS. R. BRYANS RESIDENCE, AND 0.05 MILE SOUTH OF INTERSECTION
 EY1298'WITH SR 1581 (E).
 EY1298'
 EY1298'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1298'BRYAN 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1298'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1298'
 EY1298'MARK IS 27.5 FT WNW OF C/L OF U.S. 117
 EY1298'
 EY1298'7.1 FT SSW OF C/L OF DRIVEWAY TO BRYAN RESIDENCE
 EY1298'
 EY1298'17.2 FT NNE OF PP 38 WITH BRACE POLE AND ALUMINUM REF. TAG
 EY1298'
 EY1298'74.5 FT ESE OF SOUTHEAST CORNER OF HOUSE
 EY1298'
 EY1298'52.0 FT E OF CENTER OF TOP OF WELL COVER
 EY1298'
 EY1298'63.1 FT W OF PP WITH TRANSFORMER
 EY1298
 EY1298                          STATION RECOVERY (1978)
 EY1298
 EY1298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1298'3.7 MI NORTH FROM GOLDSBORO.
 EY1298'THE STATION IS IN THE SMALL COMMUNITY OF BELFAST. TO REACH THE STATION
 EY1298'FROM THE INTERSECTION OF US 117 BYPASS WITH US 117 BUSINESS AT THE
 EY1298'NORTH EDGE OF GOLDSBORO, PROCEED NORTH ALONG US 117 FOR 1.2 MILES TO
 EY1298'STATION ON THE LEFT, IN SOUTHEAST CORNER OF YARD OF MRS. R. BRYANS
 EY1298'RESIDENCE, AND 0.05 MILE SOUTH OF INTERSECTION WITH SR 1581 EAST,
 EY1298'27.5 FT. WEST NORTHWEST OF THE CENTERLINE OF US 117, 7.1 FT. SOUTH
 EY1298'SOUTHWEST OF THE CENTERLINE OF DRIVEWAY TO BRYAN RESIDENCE, 17.2 FT.
 EY1298'NORTH NORTHEAST OF POWER POLE NUMBER 38 WITH BRACE POLE AND REFERENCE
 EY1298'TAG, 74.5 FT. EAST SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 52.0 FT.
 EY1298'EAST OF CENTER OF TOP OF WELL COVER AND 63.1 FT. WEST OF POWER POLE
 EY1298'WITH TRANSFORMER.
 EY1298
 EY1298                          STATION RECOVERY (1987)
 EY1298
 EY1298'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAS)
 EY1298'RECOVERED IN GOOD CONDITION.
 EY1298
 EY1298                          STATION RECOVERY (2001)
 EY1298
 EY1298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2218 ***********************************************************************
 EZ2218  DESIGNATION -  BRYAN
 EZ2218  PID         -  EZ2218
 EZ2218  STATE/COUNTY-  NC/WAKE
 EZ2218  USGS QUAD   -  GARNER (1993)
 EZ2218
 EZ2218                         *CURRENT SURVEY CONTROL
 EZ2218  ___________________________________________________________________
 EZ2218* NAD 83(2001)-  35 39 28.80781(N)    078 36 46.60856(W)     ADJUSTED  
 EZ2218* NAVD 88     -        71.156  (meters)     233.45   (feet)  ADJUSTED  
 EZ2218  ___________________________________________________________________
 EZ2218  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 EZ2218  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EZ2218  DYNAMIC HT  -          71.093 (meters)     233.24  (feet)  COMP
 EZ2218  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 EZ2218
 EZ2218  HORZ ORDER  -  SECOND
 EZ2218  VERT ORDER  -  SECOND    CLASS I
 EZ2218
 EZ2218.The horizontal coordinates were established by classical geodetic methods
 EZ2218.and adjusted by the National Geodetic Survey in August 2005.
 EZ2218
 EZ2218.The orthometric height was determined by differential leveling
 EZ2218.and adjusted in June 1991.
 EZ2218
 EZ2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2218
 EZ2218.The geoid height was determined by GEOID03.
 EZ2218
 EZ2218.The dynamic height is computed by dividing the NAVD 88
 EZ2218.geopotential number by the normal gravity value computed on the
 EZ2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2218.degrees latitude (g = 980.6199 gals.).
 EZ2218
 EZ2218.The modeled gravity was interpolated from observed gravity values.
 EZ2218
 EZ2218;                    North         East     Units Scale Factor Converg.
 EZ2218;SPC NC       -   211,725.234   644,645.741   MT  0.99989766   +0 13 24.2
 EZ2218;SPC NC       -   694,635.21  2,114,975.24   sFT  0.99989766   +0 13 24.2
 EZ2218;UTM  17      - 3,948,641.853   716,084.680   MT  1.00017542   +1 23 31.4
 EZ2218
 EZ2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2218!SPC NC       -   0.99999405  x   0.99989766  =   0.99989171
 EZ2218!UTM  17      -   0.99999405  x   1.00017542  =   1.00016947
 EZ2218
 EZ2218:                Primary Azimuth Mark                     Grid Az
 EZ2218:SPC NC       -  ASIDE                                    038 52 05.7
 EZ2218:UTM  17      -  ASIDE                                    037 41 58.5
 EZ2218
 EZ2218|---------------------------------------------------------------------|
 EZ2218| PID    Reference Object                     Distance      Geod. Az  |
 EZ2218|                                                           dddmmss.s |
 EZ2218| EZ2216 ASIDE                               APPROX. 0.9 KM 0390529.9 |
 EZ2218|---------------------------------------------------------------------|
 EZ2218
 EZ2218                          SUPERSEDED SURVEY CONTROL
 EZ2218
 EZ2218  NAD 83(1986)-  35 39 28.81738(N)    078 36 46.61976(W) AD(       ) 2
 EZ2218  NAD 27      -  35 39 28.26473(N)    078 36 47.60108(W) AD(       ) 2
 EZ2218  NGVD 29 (??/??/92)   71.400  (m)          234.25   (f) ADJ UNCH    2 1
 EZ2218
 EZ2218.Superseded values are not recommended for survey control.
 EZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2218.See file dsdata.txt to determine how the superseded data were derived.
 EZ2218
 EZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1608548642(NAD 83)
 EZ2218_MARKER: DE = TRAVERSE STATION DISK
 EZ2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2218_STAMPING: BRYAN 1968
 EZ2218_MARK LOGO: NCGS  
 EZ2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2218+STABILITY: SURFACE MOTION
 EZ2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2218+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 EZ2218
 EZ2218  HISTORY     - Date     Condition        Report By
 EZ2218  HISTORY     - 1968     MONUMENTED       NCGS
 EZ2218  HISTORY     - 1976     GOOD             NCGS
 EZ2218  HISTORY     - 1978     GOOD             NCGS
 EZ2218  HISTORY     - 1978     GOOD             NCGS
 EZ2218  HISTORY     - 20050528 GOOD             USPSQD
 EZ2218  HISTORY     - 20060919 GOOD             USPSQD
 EZ2218
 EZ2218                          STATION DESCRIPTION
 EZ2218
 EZ2218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ2218'BRYAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2218'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ2218'
 EZ2218'BRYAN IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF THE
 EZ2218'CENTER OF GARNER.  TO REACH STATION PROCEED FROM THE
 EZ2218'INTERSECTION OF NC 50 WITH U.S. 70, GO SOUTH ON NC 50 FOR 3.6
 EZ2218'MILES TO STATION.  WHICH IS ON THE WEST BANK OF NC 50 IN
 EZ2218'CURVE, BETWEEN FENCE AND GRAVEL FARM ROAD, NEXT TO DAIRY LOT,
 EZ2218'ABOUT 350 FEET NORTHEAST OF SWIFT CREEK GROCERY, IN NORTHWEST
 EZ2218'QUADRANT FORMED BY INTERSECTION OF SR 2728 WITH NC 50 AND 0.25
 EZ2218'MILES SOUTH OF BRIDGE OVER SWIFT CREEK.
 EZ2218'
 EZ2218'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2218'BRYAN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2218'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2218'
 EZ2218'MARK IS
 EZ2218'
 EZ2218'50.1 FT WNW OF C/L OF NC 50
 EZ2218'
 EZ2218'22.6 FT NE OF PP 83 WITH ALUMINUM REF. TAG AT SE CORNER OF DAIRY
 EZ2218'LOT
 EZ2218'
 EZ2218'2.4 FT SE OF FENCE POST (3RD FENCE POST NORTH OF FENCE
 EZ2218'CORNER), AND WITH ALUMINUM REF. TAG
 EZ2218'
 EZ2218'28.0 FT NW OF NE END OF CULVERT UNDER DRIVEWAY TO P.R. BRYAN DAIRY
 EZ2218'LOT
 EZ2218'
 EZ2218'12.3 FT SW OF FENCE POST (4TH FENCE POST NORTH OF FENCE
 EZ2218'CORNER) AND WITH ALUMINUM REF. TAG
 EZ2218
 EZ2218                          STATION RECOVERY (1976)
 EZ2218
 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2218'3.4 MI S FROM GARNER.
 EZ2218'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON
 EZ2218'DAM, PROCEED SOUTH ALONG NC 50 FOR 0.25 MILE TO SR 2728 AND STATION ON
 EZ2218'RIGHT IN NORTHEAST QUADRANT OF THE T INTERSECTION, ON TOP OF BANK
 EZ2218'BETWEEN A FENCE AND GRAVEL FARM ROAD.  50.1 FT. WNW OF CENTERLINE OF
 EZ2218'NC 50, 127.0 FT. N OF CENTERLINE OF T INTERSECTION, 28.0 FT. NW OF
 EZ2218'NORTHEAST END OF CULVERT UNDER DRIVEWAY TO P. R. BRYAN DAIRY LOT, 2.4
 EZ2218'FT. SE OF FENCE POST (3RD FENCE POST NORTH OF FENCE CORNER) AND WITH
 EZ2218'ALUMINUM REF. TAG, 12.3 FT. SW OF FENCE POST (4TH FENCE POST NORTH OF
 EZ2218'FENCE CORNER) AND WITH ALUMINUM REF. TAG, 12.4 FT. NNE OF CENTER OF
 EZ2218'TOP OF NORTHERNMOST JUNCTION BOX AND 25.7 FT. NE OF POWER POLE WITH
 EZ2218'TRANSFORMER.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 EZ2218'OF THE GROUND.
 EZ2218
 EZ2218                          STATION RECOVERY (1978)
 EZ2218
 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH)
 EZ2218'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EZ2218'
 EZ2218'THE FOLLOWING REFERENCES ARE NEEDED.  IT IS 25.7 FEET (NOT 22.6)
 EZ2218'NORTHEAST OF A POWER POLE WITH REFERENCE TAG AT THE CORNER OF THE
 EZ2218'DAIRY LOT.  THE STATION IS ALSO 127.0 FEET NORTH OF THE INTERSECTION
 EZ2218'OF NC 50 CENTERLINE WITH THE PROJECTED CENTERLINE OF SR 2728 AND 12.4
 EZ2218'FEET NORTH OF THE NORTHERN JUNCTION BOX.
 EZ2218
 EZ2218                          STATION RECOVERY (1978)
 EZ2218
 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2218'RECOVERED IN GOOD CONDITION.
 EZ2218
 EZ2218                          STATION RECOVERY (2005)
 EZ2218
 EZ2218'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2218'N 35 39.481
 EZ2218'W 078 36.776
 EZ2218
 EZ2218                          STATION RECOVERY (2006)
 EZ2218
 EZ2218'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0535 ***********************************************************************
 EX0535  DESIGNATION -  BRYAN
 EX0535  PID         -  EX0535
 EX0535  STATE/COUNTY-  NC/DARE
 EX0535  USGS QUAD   -  MANTEO (1983)
 EX0535
 EX0535                         *CURRENT SURVEY CONTROL
 EX0535  ___________________________________________________________________
 EX0535* NAD 83(2001)-  35 54 10.47289(N)    075 41 51.56317(W)     ADJUSTED  
 EX0535* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0535  ___________________________________________________________________
 EX0535  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 EX0535  GEOID HEIGHT-         -39.02  (meters)                     GEOID03
 EX0535  HORZ ORDER  -  THIRD
 EX0535
 EX0535.The horizontal coordinates were established by classical geodetic methods
 EX0535.and adjusted by the National Geodetic Survey in August 2005.
 EX0535
 EX0535.The orthometric height was scaled from a topographic map.
 EX0535
 EX0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0535
 EX0535.The geoid height was determined by GEOID03.
 EX0535
 EX0535;                    North         East     Units Scale Factor Converg.
 EX0535;SPC NC       -   243,786.093   907,643.493   MT  0.99993705   +1 54 21.7
 EX0535;SPC NC       -   799,821.54  2,977,827.03   sFT  0.99993705   +1 54 21.7
 EX0535;UTM  18      - 3,973,404.515   437,044.411   MT  0.99964884   -0 24 32.9
 EX0535
 EX0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0535!SPC NC       -   1.00000601  x   0.99993705  =   0.99994306
 EX0535!UTM  18      -   1.00000601  x   0.99964884  =   0.99965485
 EX0535
 EX0535|---------------------------------------------------------------------|
 EX0535| PID    Reference Object                     Distance      Geod. Az  |
 EX0535|                                                           dddmmss.s |
 EX0535| EX0728 BRYAN RM                             71.760 METERS 03533     |
 EX0535| EX0729 BRYAN RM 2                           10.480 METERS 15810     |
 EX0535| EX0536 FLEET                               APPROX. 5.1 KM 2443221.1 |
 EX0535|---------------------------------------------------------------------|
 EX0535
 EX0535                          SUPERSEDED SURVEY CONTROL
 EX0535
 EX0535  NAD 83(1986)-  35 54 10.49049(N)    075 41 51.57217(W) AD(       ) 3
 EX0535  NAD 27      -  35 54 09.88200(N)    075 41 52.95300(W) AD(       ) 3
 EX0535
 EX0535.Superseded values are not recommended for survey control.
 EX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0535.See file dsdata.txt to determine how the superseded data were derived.
 EX0535
 EX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3704473405(NAD 83)
 EX0535_MARKER: DS = TRIANGULATION STATION DISK
 EX0535_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EX0535_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EX0535
 EX0535  HISTORY     - Date     Condition        Report By
 EX0535  HISTORY     - 1933     MONUMENTED       CGS
 EX0535  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EX0535
 EX0535                          STATION DESCRIPTION
 EX0535
 EX0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0535'ON WEST SIDE OF ROANOKE ISLAND, ON SANDY POINT ABOUT 70 METERS (230
 EX0535'FEET) SOUTH OF OLD BURNSIDE WHARF (PILING ONLY REMAINS) AND 12
 EX0535'METERS (39 FEET) FROM WATER LINE.  STATION IS STANDARD DISK SET AT
 EX0535'TOP OF CONCRETE FILLED TERRA COTTA TILE SURROUNDED BY CONRETE.
 EX0535'REFERENCE MARK NO.1 IS REFERENCE MARK FOR OLD STATION
 EX0535'PORK POINT AND IS OPPOSITE WHARF, IN 14 INCH BLOCK OF CONCRETE, AND
 EX0535'71.76 METERS (235.4 FEET) FROM STATION.
 EX0535'REFERENCE MARK NO.2 IS STANDARD DISK IN CONCRETE.
 EX0535'AND IS 10.48 METERS (34.4 FEET) FROM STATION.
 EX0535'
 EX0535'HEIGHT OF SIGNAL ABOVE STATION MARK 4.0 METERS
 EX0535
 EX0535                          STATION RECOVERY (1950)
 EX0535
 EX0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (ERM)
 EX0535'LOST.  STATION AND REFERENCE MARKS FOUND WASHED OUT AND LYING ON
 EX0535'BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8035 ***********************************************************************
 AF8035  DESIGNATION -  BRYAN
 AF8035  PID         -  AF8035
 AF8035  STATE/COUNTY-  NC/NASH
 AF8035  USGS QUAD   -  MIDDLESEX (1978)
 AF8035
 AF8035                         *CURRENT SURVEY CONTROL
 AF8035  ___________________________________________________________________
 AF8035* NAD 83(2001)-  35 52 12.78110(N)    078 12 23.33434(W)     ADJUSTED  
 AF8035* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 AF8035  ___________________________________________________________________
 AF8035  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AF8035  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AF8035  HORZ ORDER  -  SECOND
 AF8035
 AF8035.The horizontal coordinates were established by classical geodetic methods
 AF8035.and adjusted by the National Geodetic Survey in August 2005.
 AF8035
 AF8035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8035
 AF8035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8035
 AF8035.The geoid height was determined by GEOID03.
 AF8035
 AF8035;                    North         East     Units Scale Factor Converg.
 AF8035;SPC NC       -   235,487.485   681,259.068   MT  0.99993073   +0 27 28.8
 AF8035;SPC NC       -   772,595.19  2,235,097.46   sFT  0.99993073   +0 27 28.8
 AF8035;UTM  17      - 3,973,158.190   752,216.612   MT  1.00038393   +1 38 15.8
 AF8035
 AF8035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8035!SPC NC       -   0.99999062  x   0.99993073  =   0.99992135
 AF8035!UTM  17      -   0.99999062  x   1.00038393  =   1.00037455
 AF8035
 AF8035                          SUPERSEDED SURVEY CONTROL
 AF8035
 AF8035  NAD 83(1986)-  35 52 12.78751(N)    078 12 23.34588(W) AD(       ) 2
 AF8035  NGVD 29 (06/05/98)   94.2    (m)          309.     (f) VERT ANG    3  
 AF8035
 AF8035.Superseded values are not recommended for survey control.
 AF8035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8035.See file dsdata.txt to determine how the superseded data were derived.
 AF8035
 AF8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5221773158(NAD 83)
 AF8035_MARKER: DE = TRAVERSE STATION DISK
 AF8035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8035_STAMPING: BRYAN 1983
 AF8035_MARK LOGO: NCGS  
 AF8035_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8035+STABILITY: SURFACE MOTION
 AF8035
 AF8035  HISTORY     - Date     Condition        Report By
 AF8035  HISTORY     - 1983     MONUMENTED       NCGS
 AF8035
 AF8035                          STATION DESCRIPTION
 AF8035
 AF8035'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8035'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST-NORTHEAST OF ROCKY
 AF8035'CROSS AND 12.1 KM (7.50 MI) WEST-SOUTHWEST OF SPRING HOPE. PROCEED
 AF8035'WEST ALONG NC 97 FROM NC 231 (IN SAMARIA) FOR 1.2 KM (0.75 MI) TO SR
 AF8035'1151, THENCE NORTHWEST ALONG SR 1151 FOR 1.8 KM (1.10 MI) TO SR 1152
 AF8035'(ANDERSON ROAD), THENCE WEST ALONG SR 1152 FOR 0.2 KM (0.10 MI) TO THE
 AF8035'STATION ON THE LEFT, AT POINT OF WOODS ABOUT 84 M (275.6 FT) SOUTH OF
 AF8035'THE HIGHWAY, OR 1.45 KM (0.90 MI) EAST-SOUTHEAST OF SR 1150 (LETHA MAY
 AF8035'ROAD). MARK PROJECTS 2 INCHES ABOVE GROUND AND IS 5-FEET HIGHER THAN
 AF8035'THE HIGHWAY. LOCATED 1.4 M (4.6 FT) EAST OF A WITNESS POST--AND 10.0 M
 AF8035'(32.8 FT) WEST-SOUTHWEST OF AN 8-INCH PINE, 4.3 M (14.1 FT)
 AF8035'SOUTH-SOUTHWEST OF A 6-INCH GUM, AND 9.0 M (29.5 FT) WEST-NORTHWEST OF
 AF8035'AN 8-INCH PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2349 ***********************************************************************
 AI2349  DESIGNATION -  BRYAN
 AI2349  PID         -  AI2349
 AI2349  STATE/COUNTY-  NC/GUILFORD
 AI2349  USGS QUAD   -  GUILFORD (1994)
 AI2349
 AI2349                         *CURRENT SURVEY CONTROL
 AI2349  ___________________________________________________________________
 AI2349* NAD 83(2007)-  36 06 54.98001(N)    079 52 41.86800(W)     ADJUSTED  
 AI2349* NAVD 88     -       261.7    (meters)     859.     (feet)  GPS OBS   
 AI2349  ___________________________________________________________________
 AI2349  EPOCH DATE  -        2002.00
 AI2349  X           -     906,580.389 (meters)                     COMP
 AI2349  Y           -  -5,078,370.475 (meters)                     COMP
 AI2349  Z           -   3,738,667.675 (meters)                     COMP
 AI2349  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 AI2349  ELLIP HEIGHT-         230.305 (meters)          (02/10/07) ADJUSTED
 AI2349  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 AI2349
 AI2349  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2349  Type    PID    Designation                      North   East  Ellip
 AI2349  -------------------------------------------------------------------
 AI2349  NETWORK AI2349 BRYAN                             0.41   0.33   0.74
 AI2349  -------------------------------------------------------------------
 AI2349
 AI2349.The horizontal coordinates were established by GPS observations
 AI2349.and adjusted by the National Geodetic Survey in February 2007.
 AI2349
 AI2349.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2349.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2349.The horizontal coordinates are valid at the epoch date displayed above.
 AI2349.The epoch date for horizontal control is a decimal equivalence
 AI2349.of Year/Month/Day.
 AI2349
 AI2349.The orthometric height was determined by GPS observations and a
 AI2349.high-resolution geoid model.
 AI2349
 AI2349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2349
 AI2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2349
 AI2349.The ellipsoidal height was determined by GPS observations
 AI2349.and is referenced to NAD 83.
 AI2349
 AI2349.The geoid height was determined by GEOID03.
 AI2349
 AI2349;                    North         East     Units Scale Factor Converg.
 AI2349;SPC NC       -   262,740.767   530,528.294   MT  0.99998606   -0 30 24.9
 AI2349;SPC NC       -   862,008.67  1,740,574.91   sFT  0.99998606   -0 30 24.9
 AI2349;UTM  17      - 3,997,316.440   600,951.110   MT  0.99972557   +0 39 40.3
 AI2349
 AI2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2349!SPC NC       -   0.99996386  x   0.99998606  =   0.99994992
 AI2349!UTM  17      -   0.99996386  x   0.99972557  =   0.99968944
 AI2349
 AI2349                          SUPERSEDED SURVEY CONTROL
 AI2349
 AI2349  NAD 83(2001)-  36 06 54.98036(N)    079 52 41.86771(W) AD(       ) 1
 AI2349  ELLIP H (03/13/03)  230.307  (m)                       GP(       ) 4 2
 AI2349  NAD 83(1986)-  36 06 54.98630(N)    079 52 41.87584(W) AD(       ) 1
 AI2349
 AI2349.Superseded values are not recommended for survey control.
 AI2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2349.See file dsdata.txt to determine how the superseded data were derived.
 AI2349
 AI2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0095197316(NAD 83)
 AI2349_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2349_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2349+WITH SETTING: PAVEMENT
 AI2349_SP_SET: CONCRETE BRIDGE FLOOR
 AI2349_STAMPING: BRYAN 1994
 AI2349_MARK LOGO: NCGS  
 AI2349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2349+STABILITY: SURFACE MOTION
 AI2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2349+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 AI2349
 AI2349  HISTORY     - Date     Condition        Report By
 AI2349  HISTORY     - 1994     MONUMENTED       NCGS
 AI2349  HISTORY     - 20020619 GOOD             USPSQD
 AI2349  HISTORY     - 20060803 GOOD             USPSQD
 AI2349
 AI2349                          STATION DESCRIPTION
 AI2349
 AI2349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 AI2349'STATION IS LOCATED IN GREENSBORO, ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST
 AI2349'OF THE COURTHOUSE. ALONG SR 2179 (NEW GARDEN ROAD) FOR 1.75 MI (2.82
 AI2349'KM) SOUTHWEST FROM US 220 TO THE OVERPASS OF BRYAN BLVD, IN THE WEST
 AI2349'CORNER OF THE BRIDGE FLOOR. MARK IS LEVEL WITH ROAD.  LOCATED 15.7 FT
 AI2349'(4.8 M) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE, 6.0 FT
 AI2349'(1.8 M) SOUTH OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE BRIDGE
 AI2349'RAIL, AND 9.3 FT (2.8 M) EAST OF THE NORTHWEST CORNER OF THE WINGWALL.
 AI2349
 AI2349                          STATION RECOVERY (2002)
 AI2349
 AI2349'RECOVERY NOTE BY US POWER SQUADRON 2002 (GPS)
 AI2349'RECOVERED IN GOOD CONDITION.
 AI2349
 AI2349                          STATION RECOVERY (2006)
 AI2349
 AI2349'RECOVERY NOTE BY US POWER SQUADRON 2006
 AI2349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ2475 ***********************************************************************
 AJ2475  DESIGNATION -  BRYAN GOSNELL
 AJ2475  PID         -  AJ2475
 AJ2475  STATE/COUNTY-  NC/HENDERSON
 AJ2475  USGS QUAD   -  ZIRCONIA (1991)
 AJ2475
 AJ2475                         *CURRENT SURVEY CONTROL
 AJ2475  ___________________________________________________________________
 AJ2475* NAD 83(2007)-  35 12 12.77127(N)    082 24 31.22998(W)     ADJUSTED  
 AJ2475* NAVD 88     -       815.5    (meters)    2676.     (feet)  GPS OBS   
 AJ2475  ___________________________________________________________________
 AJ2475  EPOCH DATE  -        2002.00
 AJ2475  X           -     689,341.638 (meters)                     COMP
 AJ2475  Y           -  -5,172,348.936 (meters)                     COMP
 AJ2475  Z           -   3,656,794.293 (meters)                     COMP
 AJ2475  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AJ2475  ELLIP HEIGHT-         784.561 (meters)          (02/10/07) ADJUSTED
 AJ2475  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 AJ2475
 AJ2475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ2475  Type    PID    Designation                      North   East  Ellip
 AJ2475  -------------------------------------------------------------------
 AJ2475  NETWORK AJ2475 BRYAN GOSNELL                     1.78   1.39   3.00
 AJ2475  -------------------------------------------------------------------
 AJ2475
 AJ2475.The horizontal coordinates were established by GPS observations
 AJ2475.and adjusted by the National Geodetic Survey in February 2007.
 AJ2475
 AJ2475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ2475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ2475.The horizontal coordinates are valid at the epoch date displayed above.
 AJ2475.The epoch date for horizontal control is a decimal equivalence
 AJ2475.of Year/Month/Day.
 AJ2475
 AJ2475.The orthometric height was determined by GPS observations and a
 AJ2475.high-resolution geoid model.
 AJ2475
 AJ2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2475
 AJ2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2475
 AJ2475.The ellipsoidal height was determined by GPS observations
 AJ2475.and is referenced to NAD 83.
 AJ2475
 AJ2475.The geoid height was determined by GEOID03.
 AJ2475
 AJ2475;                    North         East     Units Scale Factor Converg.
 AJ2475;SPC NC       -   166,569.856   299,302.475   MT  0.99987294   -1 58 02.6
 AJ2475;SPC NC       -   546,487.94    981,961.54   sFT  0.99987294   -1 58 02.6
 AJ2475;UTM  17      - 3,896,524.927   371,770.837   MT  0.99980264   -0 48 43.9
 AJ2475
 AJ2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2475!SPC NC       -   0.99987687  x   0.99987294  =   0.99974982
 AJ2475!UTM  17      -   0.99987687  x   0.99980264  =   0.99967953
 AJ2475
 AJ2475                          SUPERSEDED SURVEY CONTROL
 AJ2475
 AJ2475  NAD 83(2001)-  35 12 12.77113(N)    082 24 31.23012(W) AD(       ) 1
 AJ2475  ELLIP H (03/13/03)  784.566  (m)                       GP(       ) 4 2
 AJ2475  NAD 83(1986)-  35 12 12.77728(N)    082 24 31.22793(W) AD(       ) 1
 AJ2475  NAD 83(1995)-  35 12 12.77123(N)    082 24 31.22971(W) AD(       ) 1
 AJ2475  ELLIP H (04/23/01)  784.560  (m)                       GP(       ) 4 2
 AJ2475
 AJ2475.Superseded values are not recommended for survey control.
 AJ2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2475.See file dsdata.txt to determine how the superseded data were derived.
 AJ2475
 AJ2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7177196525(NAD 83)
 AJ2475_MARKER: P = PIPE CAP
 AJ2475_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ2475_STAMPING: BRYAN GOSNELL 2001
 AJ2475_MARK LOGO: SCGS  
 AJ2475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2475+STABILITY: SURFACE MOTION
 AJ2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2475+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ2475
 AJ2475  HISTORY     - Date     Condition        Report By
 AJ2475  HISTORY     - 2001     MONUMENTED       SCGS
 AJ2475
 AJ2475                          STATION DESCRIPTION
 AJ2475
 AJ2475'DESCRIBED BY SOUTH CAROLINA GEODETIC SURVEY 2001 (DDW)
 AJ2475'STATION IS LOCATED 4.05 MILES (6.52 KM) SOUTHWEST OF SALUDA, NC, 24.2
 AJ2475'MILES (38.9 KM) NORTH OF GREENVILLE, SC.  OWNERSHIP--UNKNOWN.  TO
 AJ2475'REACH THE STATION FROM THE JUNCTION OVERPASS OF U.S.  HIGHWAY 25 AND
 AJ2475'STATE ROAD 1106 (GREEN RIVER ROAD, EXIT 3) , 7.0 MILES (11.3 KM) WEST
 AJ2475'SOUTHWEST OF SALUDA NC, GO EAST ON ROAD 1106 FOR 0.2 MILE (0.3 KM) TO
 AJ2475'THE JUNCTION OF STATE ROAD 1265 RIGHT (OLD 25 SOUTH) AND STATE HIGHWAY
 AJ2475'225 LEFT, TURN LEFT ON HIGHWAY 225 FOR 0.9 MILE (1.4 KM) TO THE
 AJ2475'JUNCTION OF STATE ROADS 1852 (SOUTH LAKE SUMMIT ROAD) AND 1227
 AJ2475'(MOUNTAIN VIEW CHURCH ROAD) , TURN RIGHT ON ROAD 1852 FOR 0.85 MILE
 AJ2475'(1.37 KM) TO THE JUNCTION OF STATE ROAD 1850 (BELL MOUNTAIN ROAD) ,
 AJ2475'CONTINUE ON ROAD 1850 FOR 1.95 MILES (3.14 KM) TO THE JUNCTION OF
 AJ2475'HEATHERLY HEIGHTS ROAD, TURN RIGHT ON THE DIRT/GRAVEL ROAD FOR 0.7
 AJ2475'MILE (1.1 KM) TO A FORK, BEAR RIGHT ON THE ROAD FOR 0.2 MILE (0.3 KM)
 AJ2475'TO A FIELD ROAD RIGHT, TURN RIGHT ON THE FIELD ROAD FOR 0.1 MILE (0.2
 AJ2475'KM) TO THE STATION IN THE NORTHEAST CORNER OF AN OPEN FIELD. STATION
 AJ2475'IS A PIPE CAP ATTACHED TO AN ALUMINUM PIPE SURROUNDED BY CONCRETE AND
 AJ2475'FLUSH WITH THE GROUND, 48.5 FEET (14.8 M) EAST SOUTHEAST OF A 1.5-FOOT
 AJ2475'CHERRY TREE WITH A SCGS REFERENCE WASHER ATTACHED, 38.5 FEET (11.7 M)
 AJ2475'WEST SOUTHWEST OF A 2.5-FOOT POPLAR TREE WITH A SCGS REFERENCE WASHER
 AJ2475'ATTACHED, 39.5 FEET (12.0 M) NORTH NORTHWEST OF A TWIN-TRUNKED POPLAR
 AJ2475'TREE WITH A SCGS REFERENCE WASHER ATTACHED. DESCRIBED BY S.C.  MILLER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7503 ***********************************************************************
 AC7503  DESIGNATION -  BRYAN RESET
 AC7503  PID         -  AC7503
 AC7503  STATE/COUNTY-  NC/CRAVEN
 AC7503  USGS QUAD   -  MASONTOWN (1994)
 AC7503
 AC7503                         *CURRENT SURVEY CONTROL
 AC7503  ___________________________________________________________________
 AC7503* NAD 83(2007)-  34 50 26.64676(N)    076 59 13.72729(W)     ADJUSTED  
 AC7503* NAVD 88     -        11.4    (meters)      37.     (feet)  GPS OBS   
 AC7503  ___________________________________________________________________
 AC7503  EPOCH DATE  -        2002.00
 AC7503  X           -   1,180,005.923 (meters)                     COMP
 AC7503  Y           -  -5,105,940.985 (meters)                     COMP
 AC7503  Z           -   3,623,364.668 (meters)                     COMP
 AC7503  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AC7503  ELLIP HEIGHT-         -25.954 (meters)          (02/10/07) ADJUSTED
 AC7503  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 AC7503
 AC7503  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC7503  Type    PID    Designation                      North   East  Ellip
 AC7503  -------------------------------------------------------------------
 AC7503  NETWORK AC7503 BRYAN RESET                       1.63   1.39   2.63
 AC7503  -------------------------------------------------------------------
 AC7503
 AC7503.The horizontal coordinates were established by GPS observations
 AC7503.and adjusted by the National Geodetic Survey in February 2007.
 AC7503
 AC7503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC7503.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC7503.The horizontal coordinates are valid at the epoch date displayed above.
 AC7503.The epoch date for horizontal control is a decimal equivalence
 AC7503.of Year/Month/Day.
 AC7503
 AC7503.The orthometric height was determined by GPS observations and a
 AC7503.high-resolution geoid model.
 AC7503
 AC7503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7503
 AC7503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7503
 AC7503.The ellipsoidal height was determined by GPS observations
 AC7503.and is referenced to NAD 83.
 AC7503
 AC7503.The geoid height was determined by GEOID03.
 AC7503
 AC7503;                    North         East     Units Scale Factor Converg.
 AC7503;SPC NC       -   122,862.144   793,674.893   MT  0.99989816   +1 09 42.3
 AC7503;SPC NC       -   403,090.22  2,603,915.04   sFT  0.99989816   +1 09 42.3
 AC7503;UTM  18      - 3,857,181.893   318,306.198   MT  1.00000689   -1 08 08.0
 AC7503
 AC7503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7503!SPC NC       -   1.00000407  x   0.99989816  =   0.99990223
 AC7503!UTM  18      -   1.00000407  x   1.00000689  =   1.00001096
 AC7503
 AC7503|---------------------------------------------------------------------|
 AC7503| PID    Reference Object                     Distance      Geod. Az  |
 AC7503|                                                           dddmmss.s |
 AC7503| EA3248 BRYAN RM 3                           52.368 METERS 01708     |
 AC7503| EA2064 BRYAN AZ MK                         341.924 METERS 03535     |
 AC7503| EA3246 BRYAN RM 1 AZIMUTH                                 1112407.2 |
 AC7503| EA3247 BRYAN RM 2                           36.698 METERS 24812     |
 AC7503| EA3249 BRYAN RM 4                           38.725 METERS 25237     |
 AC7503|---------------------------------------------------------------------|
 AC7503
 AC7503                          SUPERSEDED SURVEY CONTROL
 AC7503
 AC7503  NAD 83(2001)-  34 50 26.64752(N)    076 59 13.72600(W) AD(       ) 1
 AC7503  ELLIP H (03/13/03)  -25.959  (m)                       GP(       ) 4 2
 AC7503  NAD 83(1986)-  34 50 26.66037(N)    076 59 13.73683(W) AD(       ) 1
 AC7503  NAD 83(1986)-  34 50 26.66037(N)    076 59 13.73683(W) AD(       ) 1
 AC7503
 AC7503.Superseded values are not recommended for survey control.
 AC7503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7503.See file dsdata.txt to determine how the superseded data were derived.
 AC7503
 AC7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1830657182(NAD 83)
 AC7503_MARKER: DS = TRIANGULATION STATION DISK
 AC7503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7503_STAMPING: BRYAN 1931 1979
 AC7503_MARK LOGO: CGS   
 AC7503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7503+STABILITY: SURFACE MOTION
 AC7503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7503+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 AC7503
 AC7503  HISTORY     - Date     Condition        Report By
 AC7503  HISTORY     - 1979     MONUMENTED       NGS
 AC7503  HISTORY     - 19920929 GOOD             NCGS
 AC7503
 AC7503                          STATION DESCRIPTION
 AC7503
 AC7503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AC7503'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 AC7503'REFERENCE MARK 3 WAS RECOVERED DISTRUBED BUT SOLID IN THE GROUND.
 AC7503'A SHORTER DISTANCE OF 0.39 FEET WAS FOUND IN DISTANCE TO REFERENCE
 AC7503'3.  A NEW SURFACE MARK, REFERENCE MARK 4 AND AN AZIMUTH MARK WERE
 AC7503'SET.  A COMPLETE NEW DESCRIPTION FOLLOWS:
 AC7503'
 AC7503'THE STATION IS ABOUT 8 MILES SOUTHWEST OF HAVELOCK, ON THE CAMP
 AC7503'BRYAN HUNTING CLUB AND ABOUT 600 YARDS SOUTH OF LAKE.  PERMISSION
 AC7503'TO ENTER THE CAMP CAN BE OBTAINED FROM MR. ELLIS SIMMON, 1300
 AC7503'COLLEGE STREET, KINSTON, NC. OR BY CONTACTING THE CARETAKER, MR.
 AC7503'RIVENBARK, AT HIS HOME AT CAMP BRYAN.
 AC7503'
 AC7503'TO REACH THE STATION FROM THE POST OFFICE IN HAVELOCK, GO SOUTH ON
 AC7503'TRADER AVE FOR 0.2 MILE TO A T INTERSECTION,TURN RIGHT AND GO WEST
 AC7503'ON MILLER BOULEVARD FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT AND
 AC7503'GO SOUTHERLY, CROSSING RAILROAD TRACK, ON SECONDARY ROAD 1756 FOR
 AC7503'AND FOLLOW CAMP BRYAN ROAD, A DIRT ROAD, FOR 0.3 MILE TO A BRIDGE
 AC7503'AND LOCKED GATE.  CROSS THE BRIDGE, PASS THROUGH THE GATE AND
 AC7503'CONTINUE ON CAMP BRYAN ROAD FOR 2.0 MILES TO A POINT WHERE THE
 AC7503'MAIN ROAD TURNS TO THE RIGHT, A TRACK ROAD ON THE LEFT AND THE
 AC7503'STATION IN MARK IN THE SOUTHWEST ANGLE.
 AC7503'
 AC7503'THE STATION MARK IS A STANDARD DISK STAMPED--BRYAN 1931 1979--,SET
 AC7503'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 AC7503'GROUND. IT IS 2.7 FEET EAST OF A METAL WITNESS POST AND SIGN, 1.9
 AC7503'FEET SOUTH OF A 2 INCH IRON PIPE, 23 FEET SOUTHEAST OF A UTILITY
 AC7503'POLE WITH A TRANSFORMER, 29.6 FEET SOUTHEAST OF THE TRACK ROAD,
 AC7503'44.2 SOUTHWEST OF A LIGHTPOLE AND 108 FEET SOUTHWEST OF THE
 AC7503'CENTERLINE OF THE MAIN ROAD, CAMP BRYAN ROAD.
 AC7503'
 AC7503'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--BRYAN NO 3 1931--,
 AC7503'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 AC7503'GROUND. IT IS 64 FEET SOUTH SOUTHWEST OF A NORTHWEST CORNER OF DR.
 AC7503'WHITTINGTONS HOUSE, 50.8 FEET FEET NORTHWEST OF THE CENTERLINE OF
 AC7503'CAMP BRYAN ROAD, 17.5 FEET SOUTH SOUTHWEST OF THE SOUTHEAST
 AC7503'CORNER OF DR. WHITTINGHAMS CARPORT AND 9.2 FEET SOUTHWEST OF THE
 AC7503'CENTERLINE OF THE DRIVEWAY.
 AC7503'
 AC7503'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--BRYAN 1931 NO 4 1979,
 AC7503'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 AC7503'GROUND. IT IS 49.1 FEET EAST OF THE SOUTHEAST CORNER OF MR. KINGS
 AC7503'HOUSE, 23.3 FEET SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AC7503'HOUSE AND 9 FEET NORTH OF A CYPRESS TREE AND A GUM TREE THAT ARE
 AC7503'JOINED AT THEIR BASE.
 AC7503'
 AC7503'AZIMUTH MARK IS A STANDARD DISK STAMPED--BRYAN 1931 1979--, SET
 AC7503'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE
 AC7503'GROUND. IT IS 56.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 AC7503'TRAILER HOUSE, 35 FEET SOUTHEAST OF THE CENTERLINE OF CAMP BRYAN
 AC7503'ROAD, 13 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 6.7
 AC7503'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 AC7503'
 AC7503'TO REACH THE AZIMUTH FROM THE STATION, GO NORTHEAST ON CAMP BRYAN
 AC7503'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 AC7503
 AC7503                          STATION RECOVERY (1992)
 AC7503
 AC7503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7503'RECOVERED AS DESCRIBED. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD.
 AC7503'LOCATED 2.8 FT (0.9 M) EAST OF A WITNESS POST WITH SIGN, 101 FT (30.8
 AC7503'M) WEST OF THE MAIN ROAD, 29.7 FT (9.1 M) SOUTH-SOUTHEAST OF THE
 AC7503'DRIVEWAY TO HOUSE NO. 11--AND 23.4 FT (7.1 M) SOUTHEAST OF A POWER
 AC7503'POLE WITH A TRANFORMER, 44.4 FT (13.5 M) WEST-SOUTHWEST OF A POLE WITH
 AC7503'A YARD LIGHT--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0984 ***********************************************************************
 EA0984  DESIGNATION -  BRYANT
 EA0984  PID         -  EA0984
 EA0984  STATE/COUNTY-  NC/PENDER
 EA0984  USGS QUAD   -  BURGAW (1988)
 EA0984
 EA0984                         *CURRENT SURVEY CONTROL
 EA0984  ___________________________________________________________________
 EA0984* NAD 83(2001)-  34 34 24.23912(N)    077 54 26.92891(W)     ADJUSTED  
 EA0984* NAVD 88     -         7.251  (meters)      23.79   (feet)  ADJUSTED  
 EA0984  ___________________________________________________________________
 EA0984  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EA0984  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 EA0984  DYNAMIC HT  -           7.244 (meters)      23.77  (feet)  COMP
 EA0984  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 EA0984
 EA0984  HORZ ORDER  -  SECOND
 EA0984  VERT ORDER  -  SECOND    CLASS II
 EA0984
 EA0984.The horizontal coordinates were established by classical geodetic methods
 EA0984.and adjusted by the National Geodetic Survey in August 2005.
 EA0984
 EA0984.The orthometric height was determined by differential leveling
 EA0984.and adjusted in June 1991.
 EA0984
 EA0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0984
 EA0984.The geoid height was determined by GEOID03.
 EA0984
 EA0984.The dynamic height is computed by dividing the NAVD 88
 EA0984.geopotential number by the normal gravity value computed on the
 EA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0984.degrees latitude (g = 980.6199 gals.).
 EA0984
 EA0984.The modeled gravity was interpolated from observed gravity values.
 EA0984
 EA0984;                    North         East     Units Scale Factor Converg.
 EA0984;SPC NC       -    91,893.005   709,842.370   MT  0.99994216   +0 37 50.1
 EA0984;SPC NC       -   301,485.63  2,328,874.51   sFT  0.99994216   +0 37 50.1
 EA0984;UTM  18      - 3,829,578.606   233,276.958   MT  1.00047696   -1 39 03.1
 EA0984
 EA0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0984!SPC NC       -   1.00000458  x   0.99994216  =   0.99994674
 EA0984!UTM  18      -   1.00000458  x   1.00047696  =   1.00048154
 EA0984
 EA0984:                Primary Azimuth Mark                     Grid Az
 EA0984:SPC NC       -  ARLENE                                   043 06 22.7
 EA0984:UTM  18      -  ARLENE                                   045 23 15.9
 EA0984
 EA0984|---------------------------------------------------------------------|
 EA0984| PID    Reference Object                     Distance      Geod. Az  |
 EA0984|                                                           dddmmss.s |
 EA0984| EA0972 ARLENE                              APPROX. 2.4 KM 0434412.8 |
 EA0984|---------------------------------------------------------------------|
 EA0984
 EA0984                          SUPERSEDED SURVEY CONTROL
 EA0984
 EA0984  NAD 83(1986)-  34 34 24.24564(N)    077 54 26.94506(W) AD(       ) 2
 EA0984  NAD 27      -  34 34 23.65063(N)    077 54 27.98278(W) AD(       ) 2
 EA0984  NGVD 29 (??/??/92)    7.544  (m)           24.75   (f) ADJ UNCH    2 2
 EA0984
 EA0984.Superseded values are not recommended for survey control.
 EA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0984.See file dsdata.txt to determine how the superseded data were derived.
 EA0984
 EA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3327729579(NAD 83)
 EA0984_MARKER: DD = SURVEY DISK
 EA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0984_STAMPING: BRYANT 1974
 EA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0984+STABILITY: SURFACE MOTION
 EA0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0984+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2005
 EA0984
 EA0984  HISTORY     - Date     Condition        Report By
 EA0984  HISTORY     - 1974     MONUMENTED       NCGS
 EA0984  HISTORY     - 1975     GOOD             NCGS
 EA0984  HISTORY     - 20050815 GOOD             NGS
 EA0984  HISTORY     - 20051224 GOOD             GEOCAC
 EA0984
 EA0984                          STATION DESCRIPTION
 EA0984
 EA0984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0984'BRYANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0984'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA0984'
 EA0984'BRYANT IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF BURGAW.  TO
 EA0984'REACH STATION FROM THE INTERSECTION OF U.S. 117 BYPASS WITH NC 53,
 EA0984'PROCEED NORTHEAST ALONG NC 53 FOR 1.25 MILES TO WEST INTERSECTION
 EA0984'WITH SR 1508 LOOP ROAD AND STATION IN WEST QUADRANT OF
 EA0984'INTERSECTION.
 EA0984'
 EA0984'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0984'BRYANT 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA0984'IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0984'
 EA0984'MARK IS 17.8 FT NW OF C/L OF NC 53
 EA0984'
 EA0984'19.3 FT NE OF C/L OF SR 1508
 EA0984'
 EA0984'16.0 FT SE OF UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG
 EA0984'
 EA0984'60.6 FT W OF TELEPHONE PEDESTAL SS-31
 EA0984'
 EA0984'31.3 FT E OF STOP SIGN POST WITH ALUMINUM REF. TAG
 EA0984
 EA0984                          STATION RECOVERY (1975)
 EA0984
 EA0984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0984'1.8 MI NE FROM BURGAW.
 EA0984'TO REACH STATION FROM INTERSECTION OF US 117 BYPASS WITH NC 53,
 EA0984'PROCEED NORTHEAST ALONG NC 53 FOR 1.25 MILES TO WEST INTERSECTION WITH
 EA0984'SR 1508 LOOP ROAD AND STATION IN WEST QUADRANT OF INTERSECTION. 17.8
 EA0984'FT. NW OF C/L OF NC 53, 19.3 FT. NE OF C/L OF SR 1508, 16.0 FT. SE OF
 EA0984'UNDERGROUND CABLE WARNING POST WITH ALUMINUM REF. TAG, 60.6 FT. W OF
 EA0984'TELEPHONE PEDESTAL SS-31, AND 31.3 FT. E OF STOP SIGN POST WITH
 EA0984'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 5 INCHES BELOW
 EA0984'THE GROUND.
 EA0984
 EA0984                          STATION RECOVERY (2005)
 EA0984
 EA0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TFM)
 EA0984'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS.  STATION IS NOW
 EA0984'2I INCHES BELOW THE GROUND. LOCATED 14.8 FT SOUTH-EAST OF UNDERGROUND
 EA0984'CABLE WARNING POST AND 39.0 FT EAST OF STOP SIGN POST, BOTH WITHOUT
 EA0984'REFERENCE TAGS. THE TELEPHONE PEDESTAL SS-31 IS GONE.
 EA0984
 EA0984                          STATION RECOVERY (2005)
 EA0984
 EA0984'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 EA0984'THE LOCAL NAME OF SR 1508 IS BURGAW CREEK LOOP ROAD. STATION IS NOW
 EA0984'APPX. 12 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1929 ***********************************************************************
 FY1929  DESIGNATION -  BRYANT
 FY1929  PID         -  FY1929
 FY1929  STATE/COUNTY-  NC/GRANVILLE
 FY1929  USGS QUAD   -  WILTON (1977)
 FY1929
 FY1929                         *CURRENT SURVEY CONTROL
 FY1929  ___________________________________________________________________
 FY1929* NAD 83(2001)-  36 14 23.83252(N)    078 37 02.63785(W)     ADJUSTED  
 FY1929* NAVD 88     -       138.294  (meters)     453.72   (feet)  ADJUSTED  
 FY1929  ___________________________________________________________________
 FY1929  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 FY1929  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 FY1929  DYNAMIC HT  -         138.184 (meters)     453.36  (feet)  COMP
 FY1929  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 FY1929
 FY1929  HORZ ORDER  -  SECOND
 FY1929  VERT ORDER  -  SECOND    CLASS I
 FY1929
 FY1929.The horizontal coordinates were established by classical geodetic methods
 FY1929.and adjusted by the National Geodetic Survey in August 2005.
 FY1929
 FY1929.The orthometric height was determined by differential leveling
 FY1929.and adjusted in June 1991.
 FY1929
 FY1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1929
 FY1929.The geoid height was determined by GEOID03.
 FY1929
 FY1929.The dynamic height is computed by dividing the NAVD 88
 FY1929.geopotential number by the normal gravity value computed on the
 FY1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1929.degrees latitude (g = 980.6199 gals.).
 FY1929
 FY1929.The modeled gravity was interpolated from observed gravity values.
 FY1929
 FY1929;                    North         East     Units Scale Factor Converg.
 FY1929;SPC NC       -   276,292.204   643,993.741   MT  1.00002128   +0 13 15.0
 FY1929;SPC NC       -   906,468.67  2,112,836.13   sFT  1.00002128   +0 13 15.0
 FY1929;UTM  17      - 4,013,195.910   714,104.457   MT  1.00016485   +1 24 32.6
 FY1929
 FY1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1929!SPC NC       -   0.99998330  x   1.00002128  =   1.00000458
 FY1929!UTM  17      -   0.99998330  x   1.00016485  =   1.00014815
 FY1929
 FY1929:                Primary Azimuth Mark                     Grid Az
 FY1929:SPC NC       -  QUARRY                                   207 00 28.9
 FY1929:UTM  17      -  QUARRY                                   205 49 11.3
 FY1929
 FY1929|---------------------------------------------------------------------|
 FY1929| PID    Reference Object                     Distance      Geod. Az  |
 FY1929|                                                           dddmmss.s |
 FY1929| FY1930 QUARRY                              APPROX. 0.5 KM 2071343.9 |
 FY1929|---------------------------------------------------------------------|
 FY1929
 FY1929                          SUPERSEDED SURVEY CONTROL
 FY1929
 FY1929  NAD 83(1993)-  36 14 23.84202(N)    078 37 02.64587(W) AD(       ) 2
 FY1929  NAD 83(1986)-  36 14 23.84035(N)    078 37 02.65140(W) AD(       ) 2
 FY1929  NAD 27      -  36 14 23.31626(N)    078 37 03.64293(W) AD(       ) 2
 FY1929  NGVD 29 (03/05/92)  138.565  (m)          454.61   (f) ADJUSTED    2 1
 FY1929
 FY1929.Superseded values are not recommended for survey control.
 FY1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1929.See file dsdata.txt to determine how the superseded data were derived.
 FY1929
 FY1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1410413196(NAD 83)
 FY1929_MARKER: DE = TRAVERSE STATION DISK
 FY1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1929_SP_SET: CONCRETE POST
 FY1929_STAMPING: BRYANT 1971
 FY1929_MARK LOGO: NCGS  
 FY1929_PROJECTION: FLUSH
 FY1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1929+STABILITY: SURFACE MOTION
 FY1929
 FY1929  HISTORY     - Date     Condition        Report By
 FY1929  HISTORY     - 1971     MONUMENTED       NCGS
 FY1929  HISTORY     - 1977     GOOD             NCGS
 FY1929  HISTORY     - 1977     GOOD             NCGS
 FY1929  HISTORY     - 1985     GOOD             USPSQD
 FY1929  HISTORY     - 1987     GOOD             USPSQD
 FY1929
 FY1929                          STATION DESCRIPTION
 FY1929
 FY1929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1929'BRYANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1929'THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY1929'
 FY1929'BRYANT IS LOCATED APPROXIMATELY 5.2 MILES SSW OF OXFORD AND 9.0
 FY1929'MILES NORTHEAST OF CREEDMOOR.  TO REACH STATION PROCEED FROM THE
 FY1929'INTERSECTION OF I-85 AND US 15.  GO SOUTH ALONG US 15 FOR 2.15
 FY1929'MILES TO STATION ON LEFT (E SIDE OF US 15) IN THE SOUTHEAST
 FY1929'QUADRANT OF INTERSECTION OF US 15 AND DRIVE E.  AND 0.45 MILE
 FY1929'NORTH OF INTERSECTION OF US 15 AND SR 1192 TO TAR RIVER QUARRY.
 FY1929'
 FY1929'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRYANT
 FY1929'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY1929'FLUSH WITH THE GROUND.
 FY1929'
 FY1929'MARK IS
 FY1929'54.4 FEET ESE OF C/L OF US 15.
 FY1929'22.1 FEET SW OF C/L OF DRIVEWAY FOR TWO STORY FARMHOUSE.
 FY1929'140.2 FEET SW OF ALUMINUM REF. TAG ON PP.
 FY1929'152.8 FEET NNE OF BASE OF PHONE JUNCTION BOX.
 FY1929'7.0 FEET WNW OF ALUMINUM REF. TAG ON CORNER FENCE POST.
 FY1929
 FY1929                          STATION RECOVERY (1977)
 FY1929
 FY1929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1929'THE STATION WAS RECOVERED IN GOOD CONDITION.
 FY1929'
 FY1929'REFERENCE FROM DRIVEWAY TO STATION SHOULD READ -- 22.1 FEET SOUTH OF
 FY1929'THE CENTERLINE AND 5.4 FEET WEST OF THE CORNER FENCE POST.
 FY1929
 FY1929                          STATION RECOVERY (1977)
 FY1929
 FY1929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1929'5.2 MI SSW FROM OXFORD.
 FY1929'TO REACH STATION FROM THE US 15 UNDERPASS OF I 85, GO SOUTH ALONG US
 FY1929'15 FOR 2.15 MILES TO STATION ON LEFT ON THE SOUTH SIDE OF DRIVEWAY TO
 FY1929'TWO STORY FARM HOUSE AND 0.45 MILE NORTH OF INTERSECTION WITH SR 1192,
 FY1929'54.4 FT. EAST SOUTHEAST OF CENTERLINE OF US 15, 22.1 FT. SOUTH OF
 FY1929'CENTERLINE OF DRIVEWAY, 140.2 FT. SOUTH SOUTHWEST OF POWER POLE WITH
 FY1929'ALUMINUM REF. TAG, 152.8 FT. NORTH NORTHEAST OF PHONE JUNCTION BOX AND
 FY1929'5.4 FT. WEST NORTHWEST OF CORNER FENCE POST WITH ALUMINUM REF. TAG.
 FY1929
 FY1929                          STATION RECOVERY (1985)
 FY1929
 FY1929'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS)
 FY1929'RECOVERED IN GOOD CONDITION.
 FY1929
 FY1929                          STATION RECOVERY (1987)
 FY1929
 FY1929'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1972 ***********************************************************************
 EY1972  DESIGNATION -  BRYANT
 EY1972  PID         -  EY1972
 EY1972  STATE/COUNTY-  NC/BERTIE
 EY1972  USGS QUAD   -  WINDSOR SOUTH (1978)
 EY1972
 EY1972                         *CURRENT SURVEY CONTROL
 EY1972  ___________________________________________________________________
 EY1972* NAD 83(2001)-  35 59 21.53469(N)    076 55 33.71714(W)     ADJUSTED  
 EY1972* NAVD 88     -         7.760  (meters)      25.46   (feet)  ADJUSTED  
 EY1972  ___________________________________________________________________
 EY1972  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 EY1972  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 EY1972  DYNAMIC HT  -           7.753 (meters)      25.44  (feet)  COMP
 EY1972  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 EY1972
 EY1972  HORZ ORDER  -  SECOND
 EY1972  VERT ORDER  -  SECOND    CLASS II
 EY1972
 EY1972.The horizontal coordinates were established by classical geodetic methods
 EY1972.and adjusted by the National Geodetic Survey in August 2005.
 EY1972
 EY1972.The orthometric height was determined by differential leveling
 EY1972.and adjusted in June 1991.
 EY1972
 EY1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1972
 EY1972.The geoid height was determined by GEOID03.
 EY1972
 EY1972.The dynamic height is computed by dividing the NAVD 88
 EY1972.geopotential number by the normal gravity value computed on the
 EY1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1972.degrees latitude (g = 980.6199 gals.).
 EY1972
 EY1972.The modeled gravity was interpolated from observed gravity values.
 EY1972
 EY1972;                    North         East     Units Scale Factor Converg.
 EY1972;SPC NC       -   250,368.676   796,601.037   MT  0.99995533   +1 11 49.3
 EY1972;SPC NC       -   821,417.90  2,613,515.24   sFT  0.99995533   +1 11 49.3
 EY1972;UTM  18      - 3,984,478.570   326,377.647   MT  0.99997145   -1 07 55.5
 EY1972
 EY1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1972!SPC NC       -   1.00000443  x   0.99995533  =   0.99995976
 EY1972!UTM  18      -   1.00000443  x   0.99997145  =   0.99997588
 EY1972
 EY1972                          SUPERSEDED SURVEY CONTROL
 EY1972
 EY1972  NAD 83(1986)-  35 59 21.54342(N)    076 55 33.72853(W) AD(       ) 2
 EY1972  NGVD 29 (01/18/91)    8.09   (m)           26.5    (f) LEVELING    3  
 EY1972
 EY1972.Superseded values are not recommended for survey control.
 EY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1972.See file dsdata.txt to determine how the superseded data were derived.
 EY1972
 EY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2637884479(NAD 83)
 EY1972_MARKER: DE = TRAVERSE STATION DISK
 EY1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1972_SP_SET: CONCRETE POST
 EY1972_STAMPING: BRYANT 1980
 EY1972_MARK LOGO: NCGS  
 EY1972_PROJECTION: RECESSED 15 CENTIMETERS
 EY1972_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1972+STABILITY: SURFACE MOTION
 EY1972
 EY1972  HISTORY     - Date     Condition        Report By
 EY1972  HISTORY     - 1980     MONUMENTED       NCGS
 EY1972  HISTORY     - 1980     GOOD             NCGS
 EY1972
 EY1972                          STATION DESCRIPTION
 EY1972
 EY1972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1972'STATION IS LOCATED APPROXIMATELY 1.5 MILES EAST-SOUTHEAST OF WINDSOR.
 EY1972'
 EY1972'TO REACH STATION FROM THE EASTERNMOST INTERSECTION OF US 17 WITH
 EY1972'NC 308 OUTSIDE OF WINDSOR, PROCEED WEST ALONG US 17-NC 308 FOR 0.15
 EY1972'MILE TO STATION IN THE LEFT SHOULDER, ACROSS HIGHWAY FROM A ONE AND A
 EY1972'HALF STORY GREEN SHINGLE HOUSE.
 EY1972'
 EY1972'STATION MARK IS A STANDARD DISK STAMPED---BYRANT 1980---SET IN THE
 EY1972'TOP OF A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND
 EY1972'SURFACE.  MARK IS 22.8 FEET SOUTH OF THE CENTERLINE OF US 17, 76.3
 EY1972'FEET SOUTHEAST OF BRYANTS METAL LAMP POST, 81.8 FEET SOUTHWEST OF WEST
 EY1972'END OF DRIVEWAY CULVERT TO SAID HOUSE, 4.1 FEET NORTHEAST OF
 EY1972'--EAST-NC 308-- SIGN POST, 61.0 FEET SOUTH OF POWER POLE WITH
 EY1972'TRANSFORMER AND REFERENCE TAG, 98.5 FEET EAST-NORTHEAST OF TELEPHONE
 EY1972'POLE 516 WITH REFERENCE TAG AND 100.8 FEET WEST OF TELEPHONE POLE 515
 EY1972'WITH REFERENCE TAG.
 EY1972
 EY1972                          STATION RECOVERY (1980)
 EY1972
 EY1972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1972'1.5 MI ESE FROM WINDSOR.
 EY1972'0.15 MILE WEST ALONG US 13/NC 308 FROM EASTERNMOST INTERSECTION OF
 EY1972'US 17 WITH NC 308 OUTSIDE OF WINDSOR, IN THE LEFT SHOULDER ACROSS
 EY1972'HIGHWAY FROM A 1 1/2 STORY GREEN SHINGLED HOUSE, 22.8 FEET SOUTH OF
 EY1972'CENTERLINE OF US 17, 76.3 FEET SOUTHEAST OF BRYANTS METAL LAMP POST,
 EY1972'81.8 FEET SOUTHWEST OF WEST END OF DRIVEWAY CULVERT TO SAID HOUSE,
 EY1972'4.1 FEET NORTHEAST OF EAST NC 308 SIGN POST, 61.0 FEET SOUTH OF POWER
 EY1972'POLE WITH TRANSFORMER AND REFERENCE TAG, 98.5 FEET EAST-NORTHEAST OF
 EY1972'TELEPHONE POLE 516 AND 100.8 FEET WEST OF TELEPHONE POLE 515 WITH
 EY1972'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2047 ***********************************************************************
 EB2047  DESIGNATION -  BRYANT
 EB2047  PID         -  EB2047
 EB2047  STATE/COUNTY-  NC/SAMPSON
 EB2047  USGS QUAD   -  CLINTON SOUTH (1986)
 EB2047
 EB2047                         *CURRENT SURVEY CONTROL
 EB2047  ___________________________________________________________________
 EB2047* NAD 83(2001)-  34 53 50.19242(N)    078 15 18.85316(W)     ADJUSTED  
 EB2047* NAVD 88     -        43.9    (meters)     144.     (feet)  VERTCON   
 EB2047  ___________________________________________________________________
 EB2047  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 EB2047  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 EB2047  HORZ ORDER  -  SECOND
 EB2047
 EB2047.The horizontal coordinates were established by classical geodetic methods
 EB2047.and adjusted by the National Geodetic Survey in August 2005.
 EB2047
 EB2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2047
 EB2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2047
 EB2047.The geoid height was determined by GEOID03.
 EB2047
 EB2047;                    North         East     Units Scale Factor Converg.
 EB2047;SPC NC       -   127,523.055   677,666.113   MT  0.99989161   +0 25 47.5
 EB2047;SPC NC       -   418,381.89  2,223,309.57   sFT  0.99989161   +0 25 47.5
 EB2047;UTM  17      - 3,865,089.941   750,810.179   MT  1.00037538   +1 34 16.0
 EB2047
 EB2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2047!SPC NC       -   0.99999861  x   0.99989161  =   0.99989022
 EB2047!UTM  17      -   0.99999861  x   1.00037538  =   1.00037399
 EB2047
 EB2047:                Primary Azimuth Mark                     Grid Az
 EB2047:SPC NC       -  BECK                                     209 40 50.7
 EB2047:UTM  17      -  BECK                                     208 32 22.2
 EB2047
 EB2047|---------------------------------------------------------------------|
 EB2047| PID    Reference Object                     Distance      Geod. Az  |
 EB2047|                                                           dddmmss.s |
 EB2047| EB2051 BECK                                APPROX. 1.1 KM 2100638.2 |
 EB2047|---------------------------------------------------------------------|
 EB2047
 EB2047                          SUPERSEDED SURVEY CONTROL
 EB2047
 EB2047  NAD 83(1986)-  34 53 50.20244(N)    078 15 18.86602(W) AD(       ) 2
 EB2047  NAD 27      -  34 53 49.59716(N)    078 15 19.87945(W) AD(       ) 2
 EB2047  NGVD 29 (07/19/86)   44.2    (m)          145.     (f) VERT ANG    3  
 EB2047
 EB2047.Superseded values are not recommended for survey control.
 EB2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2047.See file dsdata.txt to determine how the superseded data were derived.
 EB2047
 EB2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5081065090(NAD 83)
 EB2047_MARKER: DE = TRAVERSE STATION DISK
 EB2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2047_STAMPING: BRYANT 1973
 EB2047_MARK LOGO: NCGS  
 EB2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2047+STABILITY: SURFACE MOTION
 EB2047
 EB2047  HISTORY     - Date     Condition        Report By
 EB2047  HISTORY     - 1973     MONUMENTED       NCGS
 EB2047  HISTORY     - 1975     SEE DESCRIPTION  NGS
 EB2047  HISTORY     - 1983     MARK NOT FOUND   NCGS
 EB2047  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB2047
 EB2047                          STATION DESCRIPTION
 EB2047
 EB2047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2047'BRYANT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2047'THE VICINITY OF CLINTON, NORTH CAROLINA.
 EB2047'
 EB2047'BRYANT IS LOCATED APPROXIMATELY 8.0 MILES SE OF CLINTON, AND 11.0
 EB2047'MILES NE OF GARLAND.  TO REACH STATION FROM US 421 UNDERPASS OF US
 EB2047'701 SOUTH OF CLINTON, PROCEED SOUTH ALONG US 421 FOR 5.8 MILES TO
 EB2047'STATION ON THE LEFT BY BRACE POLE 1.20 MILES SOUTH OF INTERSECTION
 EB2047'WITH SR 1147.
 EB2047'
 EB2047'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRYANT
 EB2047'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2047'FLUSH WITH THE GROUND.
 EB2047'
 EB2047'MARK IS
 EB2047'
 EB2047'52.2 FEET ESE OF C/L OF US 421.
 EB2047'128.7 FEET NE OF C/L OF NORTH DRIVEWAY TO CHARLES BRYANT RESIDENCE.
 EB2047'1.7 FEET ESE OF GUY POLE NO. 9899 W/ALUMINUM REF. TAG.
 EB2047'44.6 FEET SW OF TP NO. 293 WITH ALUMINUM CYLINDER W/ALUMINUM REF.
 EB2047'TAG.
 EB2047'63.0 FEET NNE OF TP NO. 292 W/ALUMINUM REF. TAG.
 EB2047'70.9 FEET NE OF EAST END OF CULVERT UNDER US 421.
 EB2047
 EB2047                          STATION RECOVERY (1975)
 EB2047
 EB2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EH)
 EB2047'BRYANT 1973 FOUND DESTROYED.
 EB2047'
 EB2047'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES SE OF CLINTON.
 EB2047
 EB2047                          STATION RECOVERY (1983)
 EB2047
 EB2047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (EJS)
 EB2047'MARK NOT FOUND.
 EB2047
 EB2047                          STATION RECOVERY (1983)
 EB2047
 EB2047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (EJS)
 EB2047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3139 ***********************************************************************
 EZ3139  DESIGNATION -  BRYANT
 EZ3139  PID         -  EZ3139
 EZ3139  STATE/COUNTY-  NC/LEE
 EZ3139  USGS QUAD   -  BROADWAY (1981)
 EZ3139
 EZ3139                         *CURRENT SURVEY CONTROL
 EZ3139  ___________________________________________________________________
 EZ3139* NAD 83(2001)-  35 27 49.05016(N)    079 05 57.64126(W)     ADJUSTED  
 EZ3139* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 EZ3139  ___________________________________________________________________
 EZ3139  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 EZ3139  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EZ3139  HORZ ORDER  -  SECOND
 EZ3139
 EZ3139.The horizontal coordinates were established by classical geodetic methods
 EZ3139.and adjusted by the National Geodetic Survey in August 2005.
 EZ3139
 EZ3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3139
 EZ3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3139
 EZ3139.The geoid height was determined by GEOID03.
 EZ3139
 EZ3139;                    North         East     Units Scale Factor Converg.
 EZ3139;SPC NC       -   190,097.538   600,584.755   MT  0.99987940   -0 03 26.4
 EZ3139;SPC NC       -   623,678.34  1,970,418.48   sFT  0.99987940   -0 03 26.4
 EZ3139;UTM  17      - 3,926,119.301   672,464.416   MT  0.99996655   +1 06 10.8
 EZ3139
 EZ3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3139!SPC NC       -   0.99998419  x   0.99987940  =   0.99986359
 EZ3139!UTM  17      -   0.99998419  x   0.99996655  =   0.99995074
 EZ3139
 EZ3139:                Primary Azimuth Mark                     Grid Az
 EZ3139:SPC NC       -  BRIGGS                                   088 29 02.4
 EZ3139:UTM  17      -  BRIGGS                                   087 19 25.2
 EZ3139
 EZ3139|---------------------------------------------------------------------|
 EZ3139| PID    Reference Object                     Distance      Geod. Az  |
 EZ3139|                                                           dddmmss.s |
 EZ3139| EZ3134 BRIGGS                              APPROX. 0.6 KM 0882536.0 |
 EZ3139| EZ3130 EUGENE                              310.059 METERS 22109     |
 EZ3139|---------------------------------------------------------------------|
 EZ3139
 EZ3139                          SUPERSEDED SURVEY CONTROL
 EZ3139
 EZ3139  NAD 83(1986)-  35 27 49.05460(N)    079 05 57.64444(W) AD(       ) 2
 EZ3139  NAD 27      -  35 27 48.49094(N)    079 05 58.56357(W) AD(       ) 2
 EZ3139  NGVD 29 (07/19/86)  132.8    (m)          436.     (f) VERT ANG    3  
 EZ3139
 EZ3139.Superseded values are not recommended for survey control.
 EZ3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3139.See file dsdata.txt to determine how the superseded data were derived.
 EZ3139
 EZ3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7246426119(NAD 83)
 EZ3139_MARKER: DE = TRAVERSE STATION DISK
 EZ3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3139_STAMPING: BRYANT 1970
 EZ3139_MARK LOGO: NCGS  
 EZ3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3139+STABILITY: SURFACE MOTION
 EZ3139
 EZ3139  HISTORY     - Date     Condition        Report By
 EZ3139  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3139
 EZ3139                          STATION DESCRIPTION
 EZ3139
 EZ3139'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3139'BRYANT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3139'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3139'
 EZ3139'BRYANT IS LOCATED APPROXIMATELY 3.7 MILES EAST OF SANFORD.  TO REACH
 EZ3139'STATION PROCEED FROM THE INTERSECTION OF US 421 AND NC 42
 EZ3139'APPROXIMATELY 4 MILES EAST OF SANFORD, GO WEST ON US 421 FOR 0.1
 EZ3139'MILE TO A PHILLIPS 66 STATION AND A DIRT ROAD ON THE RIGHT, TAKE
 EZ3139'DIRT ROAD ON RIGHT FOR 0.1 MILE TO STATION ON THE RIGHT,
 EZ3139'BETWEEN TWO LARGE OAK TREES, APPROXIMATELY 50 FEET SOUTHWEST
 EZ3139'FROM SOUTHWEST CORNER OF WHITE FRAME FARMHOUSE.
 EZ3139'
 EZ3139'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BRYANT
 EZ3139'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3139'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3139'
 EZ3139'MARK IS--
 EZ3139'12.8 FEET E OF C/L OF FIELD PATH.
 EZ3139'19.4 FEET S OF BASE OF 30 INCH OAK TREE.
 EZ3139'15.1 FEET W OF BASE OF 15 INCH ELM TREE.
 EZ3139'10.3 FEET NW OF ALUMINUM REF. TAG ON PP.
 EZ3139'14.7 FEET N OF BASE OF 30 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3548 ***********************************************************************
 EZ3548  DESIGNATION -  BRYANT
 EZ3548  PID         -  EZ3548
 EZ3548  STATE/COUNTY-  NC/MOORE
 EZ3548  USGS QUAD   -  VASS (1974)
 EZ3548
 EZ3548                         *CURRENT SURVEY CONTROL
 EZ3548  ___________________________________________________________________
 EZ3548* NAD 83(2001)-  35 21 47.69926(N)    079 19 06.94241(W)     ADJUSTED  
 EZ3548* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 EZ3548  ___________________________________________________________________
 EZ3548  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EZ3548  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EZ3548  HORZ ORDER  -  SECOND
 EZ3548
 EZ3548.The horizontal coordinates were established by classical geodetic methods
 EZ3548.and adjusted by the National Geodetic Survey in August 2005.
 EZ3548
 EZ3548.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3548
 EZ3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3548
 EZ3548.The geoid height was determined by GEOID03.
 EZ3548
 EZ3548;                    North         East     Units Scale Factor Converg.
 EZ3548;SPC NC       -   179,004.408   580,650.054   MT  0.99987448   -0 11 02.0
 EZ3548;SPC NC       -   587,283.63  1,905,016.05   sFT  0.99987448   -0 11 02.0
 EZ3548;UTM  17      - 3,914,624.748   652,757.140   MT  0.99988757   +0 58 23.9
 EZ3548
 EZ3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3548!SPC NC       -   0.99998091  x   0.99987448  =   0.99985540
 EZ3548!UTM  17      -   0.99998091  x   0.99988757  =   0.99986849
 EZ3548
 EZ3548:                Primary Azimuth Mark                     Grid Az
 EZ3548:SPC NC       -  GROVE                                    047 19 43.5
 EZ3548:UTM  17      -  GROVE                                    046 10 17.6
 EZ3548
 EZ3548|---------------------------------------------------------------------|
 EZ3548| PID    Reference Object                     Distance      Geod. Az  |
 EZ3548|                                                           dddmmss.s |
 EZ3548| EZ3544 GROVE                               APPROX. 0.6 KM 0470841.5 |
 EZ3548| EZ3546 TONY                                238.568 METERS 23158     |
 EZ3548|---------------------------------------------------------------------|
 EZ3548
 EZ3548                          SUPERSEDED SURVEY CONTROL
 EZ3548
 EZ3548  NAD 83(1986)-  35 21 47.69907(N)    079 19 06.94546(W) AD(       ) 2
 EZ3548  NAD 27      -  35 21 47.13455(N)    079 19 07.84897(W) AD(       ) 2
 EZ3548  NGVD 29 (07/19/86)  153.3    (m)          503.     (f) VERT ANG    3  
 EZ3548
 EZ3548.Superseded values are not recommended for survey control.
 EZ3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3548.See file dsdata.txt to determine how the superseded data were derived.
 EZ3548
 EZ3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5275714625(NAD 83)
 EZ3548_MARKER: DE = TRAVERSE STATION DISK
 EZ3548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3548_STAMPING: BRYANT 1972
 EZ3548_MARK LOGO: NCGS  
 EZ3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3548+STABILITY: SURFACE MOTION
 EZ3548
 EZ3548  HISTORY     - Date     Condition        Report By
 EZ3548  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3548
 EZ3548                          STATION DESCRIPTION
 EZ3548
 EZ3548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3548'BRYANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3548'VICINITY OF CAMERON, NORTH CAROLINA.
 EZ3548'
 EZ3548'BRYANT IS LOCATED APPROXIMATELY 5.8 MILES EAST OF CARTHAGE AND 4.3
 EZ3548'MILES NORTHWEST OF CAMERON.  TO REACH STATION FROM THE INTERSECTION
 EZ3548'OF US 15-501 (E) WITH NC 27-27 (S) APPROXIMATELY 3.0 MILES EAST OF
 EZ3548'CARTHAGE, PROCEED ENE ALONG US 15-501 FOR 2.9 MILES TO STATION ON
 EZ3548'RIGHT IN YARD BETWEEN A BRICK DWELLING AND A SHINGLED DWELLING,
 EZ3548'0.65 MILE WSW OF INTERSECTION WITH SR 1663, AND APPROXIMATELY 200
 EZ3548'FEET NNE OF A SERVICE STATION.
 EZ3548'
 EZ3548'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BRYANT
 EZ3548'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3548'FLUSH WITH THE GROUND.
 EZ3548'
 EZ3548'MARK IS
 EZ3548'33.3 FEET SSE OF C/L OF US 15-501.
 EZ3548'10.2 FEET SW OF C/L OF S DRIVE TO BRICK DWELLING.
 EZ3548'27.7 FEET NE OF C/L OF N DRIVE TO SHINGLED DWELLING.
 EZ3548'2.6 FEET SE OF PP NO. 8940 WITH ALUMINUM REF. TAG.
 EZ3548'59.0 FEET WNW OF NW CORNER OF BRICK DWELLING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1901 ***********************************************************************
 FZ1901  DESIGNATION -  BRYANT
 FZ1901  PID         -  FZ1901
 FZ1901  STATE/COUNTY-  NC/ALLEGHANY
 FZ1901  USGS QUAD   -  ROARING GAP (1971)
 FZ1901
 FZ1901                         *CURRENT SURVEY CONTROL
 FZ1901  ___________________________________________________________________
 FZ1901* NAD 83(2001)-  36 23 18.41492(N)    080 59 02.49695(W)     ADJUSTED  
 FZ1901* NAVD 88     -       946.0    (meters)    3104.     (feet)  VERTCON   
 FZ1901  ___________________________________________________________________
 FZ1901  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FZ1901  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FZ1901  HORZ ORDER  -  FIRST
 FZ1901
 FZ1901.The horizontal coordinates were established by classical geodetic methods
 FZ1901.and adjusted by the National Geodetic Survey in August 2005.
 FZ1901
 FZ1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1901
 FZ1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1901
 FZ1901.The geoid height was determined by GEOID03.
 FZ1901
 FZ1901;                    North         East     Units Scale Factor Converg.
 FZ1901;SPC NC       -   294,483.290   431,594.921   MT  1.00006945   -1 08 42.4
 FZ1901;SPC NC       -   966,150.59  1,415,991.00   sFT  1.00006945   -1 08 42.4
 FZ1901;SPC VA S     - 1,009,048.718 3,277,140.122   MT  1.00009014   -1 30 27.4
 FZ1901;SPC VA S     - 3,310,520.67 10,751,750.55   sFT  1.00009014   -1 30 27.4
 FZ1901;UTM  17      - 4,027,034.598   501,432.522   MT  0.99960003   +0 00 34.1
 FZ1901
 FZ1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1901!SPC NC       -   0.99985670  x   1.00006945  =   0.99992614
 FZ1901!SPC VA S     -   0.99985670  x   1.00009014  =   0.99994682
 FZ1901!UTM  17      -   0.99985670  x   0.99960003  =   0.99945678
 FZ1901
 FZ1901:                Primary Azimuth Mark                     Grid Az
 FZ1901:SPC NC       -  GRAYSTONE INN WATER TANK                 031 33 50.7
 FZ1901:SPC VA S     -  GRAYSTONE INN WATER TANK                 031 55 35.7
 FZ1901:UTM  17      -  GRAYSTONE INN WATER TANK                 030 24 34.2
 FZ1901
 FZ1901|---------------------------------------------------------------------|
 FZ1901| PID    Reference Object                     Distance      Geod. Az  |
 FZ1901|                                                           dddmmss.s |
 FZ1901| FZ1902 GRAYSTONE INN WATER TANK            APPROX. 3.4 KM 0302508.3 |
 FZ1901| FZ2357 BRYANT RM 2                          55.885 METERS 04342     |
 FZ1901| FZ2356 BRYANT RM 1 AZIMUTH                                04509     |
 FZ1901| FZ1731 MOUNT AIRY S MUNICIPAL TANK         APPROX.35.4 KM 0710515.3 |
 FZ1901| FZ2358 BRYANT RM 3                          24.314 METERS 13204     |
 FZ1901| FZ1903 ROARING GAP LOOKOUT TOWER            34.350 METERS 18327     |
 FZ1901| FZ2355 BRYANT AZ MK RESET                                 3543840.2 |
 FZ1901|---------------------------------------------------------------------|
 FZ1901
 FZ1901                          SUPERSEDED SURVEY CONTROL
 FZ1901
 FZ1901  NAD 83(1993)-  36 23 18.41972(N)    080 59 02.50465(W) AD(       ) 1
 FZ1901  NAD 83(1986)-  36 23 18.42443(N)    080 59 02.50372(W) AD(       ) 1
 FZ1901  NAD 27      -  36 23 17.94500(N)    080 59 03.22700(W) AD(       ) 1
 FZ1901  NGVD 29 (10/27/97)  946.1    (m)         3104.     (f) VERT ANG    3  
 FZ1901
 FZ1901.Superseded values are not recommended for survey control.
 FZ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1901.See file dsdata.txt to determine how the superseded data were derived.
 FZ1901
 FZ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0143327035(NAD 83)
 FZ1901_MARKER: DS = TRIANGULATION STATION DISK
 FZ1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1901_SP_SET: CONCRETE POST
 FZ1901_STAMPING: BRYANT 1933
 FZ1901_MARK LOGO: CGS   
 FZ1901_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1901+STABILITY: SURFACE MOTION
 FZ1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1901+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 FZ1901
 FZ1901  HISTORY     - Date     Condition        Report By
 FZ1901  HISTORY     - 1933     MONUMENTED       CGS
 FZ1901  HISTORY     - 1933     GOOD             CGS
 FZ1901  HISTORY     - 1954     GOOD             CGS
 FZ1901  HISTORY     - 1970     GOOD             NCGS
 FZ1901  HISTORY     - 1972     GOOD             NGS
 FZ1901  HISTORY     - 19910610 GOOD             NCGS
 FZ1901  HISTORY     - 19920715 GOOD             NCGS
 FZ1901  HISTORY     - 20021122 GOOD             INDIV
 FZ1901
 FZ1901                          STATION DESCRIPTION
 FZ1901
 FZ1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FZ1901'STATION IS 12 MILES NORTHWEST OF ELKIN, 14-1/2 MILES WEST OF DOBSON,
 FZ1901'1 MILE WEST OF ROARING GAP POST OFFICE, AND 0.9 MILE WEST ALONG WOODS
 FZ1901'ROAD FROM UNITED STATES ROUTE 2, ON BRYANTS KNOB. TO REACH FROM
 FZ1901'ROARING GAP POST OFFICE WHICH IS ON HIGHWAY BETWEEN ELKIN AND
 FZ1901'SPARTA, GO SOUTH 0.3 MILE ON ROUTE 21, TURN LEFT ONTO DIRT ROAD AND
 FZ1901'FOLLOW ARROW TO BRYANTS KNOB, PROCEED 0.45 MILE ON MAIN ROAD, AND
 FZ1901'TAKE DIM RIGHT FORK LEADING TO CLEARED HIGH GROUND.  STATION IS
 FZ1901'NEAR CENTER OF CLEARED AREA, 90 FEET SOUTHWEST OF CENTER LINE OF
 FZ1901'WOODS ROAD, AND AT SITE OF OLD GUN CLUB. SURFACE AND UNDERGROUND
 FZ1901'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE. REFERENCE MARKS
 FZ1901'ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 FZ1901'TRIANGLE FORMED BY JUNCTION OF 2 WOODS ROADS, 38 FEET WEST OF CENTER
 FZ1901'OF JUNCTION, 50 YARDS NORTH OF SHARP CURVE IN ROAD LEADING FROM
 FZ1901'ROUTE 21 INTO WOODS, 51 FEET NORTH OF SHORT STUBBY BEECH TREE, 65
 FZ1901'FEET NORTH-NORTHWEST OF 30-INCH WHITE-OAK TREE, AND
 FZ1901'APPROXIMATELY 158 YARDS FROM STATION IN AZIMUTH 225 DEG 08 MIN 48
 FZ1901'SEC.  NO. 2 IS 15 FEET EAST-NORTHEAST OF CENTER LINE OF ROAD AND
 FZ1901'55.885 METERS (183.35 FEET) FROM STATION IN AZIMUTH 223 DEG 45
 FZ1901'MIN. NO. 3 IS 14.5 FEET SOUTHWEST OF CENTER LINE OF ROAD, 11.5 FEET
 FZ1901'NORTH OF SMALL PINE TREE, AND 24.268 METERS (79.62 FEET) FROM
 FZ1901'STATION IN AZIMUTH 312 DEG 00 MIN.
 FZ1901
 FZ1901                          STATION RECOVERY (1933)
 FZ1901
 FZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FZ1901'RECOVERED IN GOOD CONDITION.
 FZ1901
 FZ1901                          STATION RECOVERY (1954)
 FZ1901
 FZ1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1901'STATION MARK AND REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED IN GOOD
 FZ1901'CONDITION.  THE AREA WHERE REFERENCE MARK NO. 1 WAS LOCATED IS IN
 FZ1901'DENSE WOODS AND AFTER BEING SEARCHED FOR BY THREE DIFFERENT PARTIES
 FZ1901'COULD NOT BE FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED. THE
 FZ1901'DISTANCE TO R.M. NO. 3 DID NOT CHECK.  THE DISTANCE TO R.M. NO. 2
 FZ1901'WAS NOT MEASURED SINCE PERMISSION COULD NOT BE OBTAINED TO
 FZ1901'CLEAR TREES ON LINE.  THE DIRECTIONS TO THE REFERENCE MARKS DID
 FZ1901'NOT CHECK. A NEW DESCRIPTION FOLLOWS--
 FZ1901'
 FZ1901'STATION IS LOCATED ABOUT 200 YARDS NORTHWEST OF THE SOUTHEAST EDGE OF
 FZ1901'A PROMINENT RIDGE KNOWN AS BRYANTS KNOB, ABOUT 3/4 MILE SOUTHEAST OF
 FZ1901'ROARING GAP ON PROPERTY LEASED BY THE U.S. FOREST SERVICE. IT IS
 FZ1901'112 FEET NORTH OF ROARING GAP LOOKOUT TOWER AND 20 FEET EAST OF THE
 FZ1901'CENTER OF AN ABANDONED DIRT ROAD AND A TELEPHONE LINE. THE MARK
 FZ1901'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BRYANT 1933
 FZ1901'(NOTES 1A, 7A).
 FZ1901'
 FZ1901'REFERENCE MARK NO. 2 IS 183.35 FEET NORTHEAST OF THE STATION, 16 FEET
 FZ1901'SOUTHEAST OF THE CENTER OF THE DIRT ROAD LEADING TO THE LOOKOUT
 FZ1901'TOWER. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FZ1901'BRYANT NO 2 1933.
 FZ1901'
 FZ1901'REFERENCE MARK NO. 3 IS 79.77 FEET SOUTHEAST OF THE STATION, 78 FEET
 FZ1901'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 21 FEET
 FZ1901'NORTHWEST OF THE CENTER OF A DIRT ROAD, 15 FEET NORTH OF A 12 INCH
 FZ1901'PINE TREE AND 9 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD. THE MARK
 FZ1901'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BRYANT NO 3 1933.
 FZ1901'
 FZ1901'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 16 FEET SOUTHWEST OF
 FZ1901'THE CENTER OF THE DIRT ROAD TO THE FIRE TOWER AND 3 FEET SOUTH OF A
 FZ1901'WHITE WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 FZ1901'IS STAMPED BRYANT 1933 RESET 1954 (NOTE 16A).
 FZ1901'
 FZ1901'TO REACH THE STATION FROM THE POST OFFICE AT ROARING GAP, GO SOUTH ON
 FZ1901'U.S. HIGHWAY 21 FOR 0.15 MILE TO A SIDE ROAD LEFT AND A GRAVEL
 FZ1901'STOCKPILE ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON DIRT ROAD
 FZ1901'TOWARD ROARING GAP LOOKOUT TOWER FOR 0.2 MILE TO THE AZIMUTH MARK ON
 FZ1901'THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON DIRT ROAD FOR 0.4
 FZ1901'MILE TO LOOKOUT TOWER AND STATION IN WOODS TO THE NORTH AS
 FZ1901'DESCRIBED.
 FZ1901'
 FZ1901'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND--
 FZ1901'
 FZ1901'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FZ1901
 FZ1901                          STATION RECOVERY (1970)
 FZ1901
 FZ1901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF)
 FZ1901'BRYANT 1933 GOOD.
 FZ1901'
 FZ1901'RM 2 IN PLACE, BUT TIPPED TO THE NORTH.
 FZ1901'
 FZ1901'RM 3 DID NOT LOCATE.
 FZ1901'
 FZ1901'AZ. MARK DID NOT LOCATE.
 FZ1901'
 FZ1901'THE STATION IS IN A HEAVILY WOODED AREA.  THE FIRE TOWER IS TO BE
 FZ1901'REMOVED WITHIN A YEAR AND ERECTED ON GREEN MOUNTAIN, ABOUT 6 MILES
 FZ1901'NORTHWEST OF THE PRESENT LOCATION.
 FZ1901
 FZ1901                          STATION RECOVERY (1972)
 FZ1901
 FZ1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAP)
 FZ1901'THE STATION MARK, REFERENCE MARKS NOS. 2 AND 3 WERE RECOVERED.
 FZ1901'REFERENCE MARK NO. 3 APPEARS TO BE BROKEN OFF NEAR THE TOP AND IS
 FZ1901'LEANING BADLY AND THE DISK IS SOMEWHAT BATTERED.
 FZ1901'
 FZ1901'TO REACH THE STATION FROM THE POST OFFICE IN ROARING GAP, GO SOUTH ON
 FZ1901'U.S. HIGHWAY 21 FOR 0.3 MILE TO A SIDE ROAD LEFT AND A LOCKED GATE.
 FZ1901'(KEY OBTAINED FROM MR. SEALY WHO OWNS TEXACO GAS STATION THE STORE
 FZ1901'NEAR THE POST OFFICE.) TURN LEFT AND GO SOUTHERLY ON A BLADED
 FZ1901'ROAD FOR 0.6 MILE TO A CLEARING AT A SKEET AREA AND THE STATION AS
 FZ1901'DESCRIBED.
 FZ1901'
 FZ1901'THE STATION MARK IS A STANDARD DISK STAMPED BRYANT 1933, SET IN THE
 FZ1901'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS
 FZ1901'84 FEET WEST-NORTHWEST OF THE NORTH END OF A TURN-AROUND AREA 18
 FZ1901'FEET NORTHEAST OF THE NORTH EDGE OF A POWERLINE CLEARING AND 2.0
 FZ1901'FEET SOUTHEAST OF A METAL WITNESS POST.
 FZ1901
 FZ1901                          STATION RECOVERY (1991)
 FZ1901
 FZ1901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ1901'STATION SURFACE MARK, UNDERGROUND MARK, AND 3 REFERENCE MARKS WERE
 FZ1901'ESTABLISHED IN 1933.
 FZ1901'RECOVERY BY CGS IN 1954 FOUND STATION, RM 2, AND RM 3 IN GOOD
 FZ1901'CONDITION.  RM NO 1, THE AZIMUTH MARK, COULD NOT BE FOUND AFTER
 FZ1901'EXTENSIVE SEARCH.  THE DISTANCE TO RM 3 DID NOT CHECK AND DISTANCE TO
 FZ1901'RM 2 COULD NOT BE MEASURED BECAUSE OF TREES ON LINE.  A NEW AZIMUTH
 FZ1901'MARK, STAMPED--BRYANT 1933 RESET 1954--WAS SET IN A CONCRETE MONUMENT
 FZ1901'APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF THE STATION.
 FZ1901'RECOVERY BY NCGS IN 1991 FOUND STATION AND RM 2 IN GOOD CONDITION. RM
 FZ1901'3 WAS FOUND TO BE PARTIALLY BROKEN OFF, LEANING BADLY, AND DISK IS
 FZ1901'SOMEWHAT BATTERED.  THE AZIMUTH MARK WAS NOT FOUND.  THE ROARING GAP
 FZ1901'LOOKOUT TOWER HAS BEEN TORN DOWN AND REMOVED.  A  NEW REFERENCE MARK
 FZ1901'STAMPED--BRYANT NO 4 1991--WAS SET IN A CONCRETE MONUMENT AT THIS
 FZ1901'TIME AND OCCUPIED BY GPS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FZ1901'STATION IS LOCATED 11.1 MI (17.9 KM) SOUTHEAST OF SPARTA AND 0.7 MI
 FZ1901'(1.1 KM) SOUTH OF THE POST OFFICE AT ROARING GAP, ALONG THE
 FZ1901'ALLEGHANY-WILKES COUNTY LINE, ON TOP OF BRYANTS KNOB.
 FZ1901'PROCEED ALONG US 21 FOR 0.15 MI (0.24 KM) SOUTH OF THE POST OFFICE AT
 FZ1901'ROARING GAP, THENCE THROUGH GATE (LOCKED) AND SOUTHEAST ALONG GRAVEL
 FZ1901'ROAD FOR ABOUT 0.6 MI (1.0 KM) TO A CLEARING AND STATION IN WOODS ON
 FZ1901'NORTHWEST SIDE OF A CLEARING (THE FORMER SITE OF THE ROARING GAP
 FZ1901'LOOKOUT TOWER).
 FZ1901'MARK PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT LEVEL WITH THE
 FZ1901'WOODS ROAD. LOCATED 82.0 FT (25.0 M) NORTHWEST OF THE CENTERLINE OF
 FZ1901'THE ROAD (AT ENTRANCE TO CLEARING), 143.0 FT (43.6 M) NORTH OF A
 FZ1901'TRIPLE TRUNK POPLAR IN CENTER OF THE CLEARING WITH REFERENCE TAG,
 FZ1901'12.0 FT (3.7 M) SOUTHWEST OF A 20 INCH POPLAR WITH LARGE SQUARE BLAZE
 FZ1901'MARK AND A REFERENCE TAG, AND 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS
 FZ1901'SIGN POST.
 FZ1901'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK STAMPED--BRYANT NO 2
 FZ1901'1933--SET IN TOP OF A CONCRETE MONUMENT, PROJECTING 1 INCH ABOVE THE
 FZ1901'GROUND AND ABOUT LEVEL WITH THE WOODS ROAD. LOCATED 183.35 FT
 FZ1901'(55.89 M) NORTHEAST OF THE STATION, AND 16.0 FT (4.9 M) SOUTHEAST OF
 FZ1901'THE CENTERLINE OF THE WOODS ROAD.
 FZ1901'REFERENCE MARK NO 3 IS A STANDARD REFERENCE DISK STAMPED--BRYANT NO 3
 FZ1901'1933--SET IN TOP OF A CONCRETE MONUMENT, PROJECTING 1 INCH ABOVE THE
 FZ1901'GROUND AND ABOUT LEVEL WITH THE WOOD ROAD. LOCATED APPROXIMATELY
 FZ1901'79.77 FT (24.31 M) (DISTANCE WAS NOT REMEASURED) SOUTHEAST OF THE
 FZ1901'STATION, AND IS ABOUT IN CENTER OF THE WOODS ROAD.
 FZ1901'REFERENCE MARK NO 4 IS A STANDARD REFERENCE DISK STAMPED--BRYANT NO 4
 FZ1901'1991--, SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED
 FZ1901'200.45 GRID FEET FROM STATION IN GRID BEARING OF S21-57--27E. MARK
 FZ1901'WAS POSITIONED BY GPS AND AN ASTRONOMICAL OBSERVATION WAS MADE TO THE
 FZ1901'STATION.  SEE PUBLISHED DESCRIPTION FOR LOCATION AND POSITION DATA.
 FZ1901'KEY TO GATE MAY BE OBTAINED FROM MR EARLY BRYANT, MAINTENANCE
 FZ1901'SUPERVISOR OF THE NEARBY GOLF CLUB AND RESORT, PHONE 919 363 2583.
 FZ1901
 FZ1901                          STATION RECOVERY (1992)
 FZ1901
 FZ1901'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1901'THE STATION, REFERENCE MARK 2 AND REFERENCE MARK 4 WERE RECOVERED AS
 FZ1901'DESCRIBED. REFERENCE MARK 3 IS PUSHED OVER AND THE DISK IS MISSING.
 FZ1901'THE AZIMUTH MARK WAS NOT FOUND.
 FZ1901
 FZ1901                          STATION RECOVERY (2002)
 FZ1901
 FZ1901'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR)
 FZ1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5882 ***********************************************************************
 AE5882  DESIGNATION -  BRYANT
 AE5882  PID         -  AE5882
 AE5882  STATE/COUNTY-  NC/BEAUFORT
 AE5882  USGS QUAD   -  HACKNEY (1983)
 AE5882
 AE5882                         *CURRENT SURVEY CONTROL
 AE5882  ___________________________________________________________________
 AE5882* NAD 83(2001)-  35 28 50.28225(N)    077 04 16.90519(W)     ADJUSTED  
 AE5882* NAVD 88     -         9.699  (meters)      31.82   (feet)  ADJUSTED  
 AE5882  ___________________________________________________________________
 AE5882  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AE5882  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AE5882  DYNAMIC HT  -           9.691 (meters)      31.79  (feet)  COMP
 AE5882  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 AE5882
 AE5882  HORZ ORDER  -  SECOND
 AE5882  VERT ORDER  -  SECOND    CLASS II
 AE5882
 AE5882.The horizontal coordinates were established by classical geodetic methods
 AE5882.and adjusted by the National Geodetic Survey in August 2005.
 AE5882
 AE5882.The orthometric height was determined by differential leveling
 AE5882.and adjusted in June 1998.
 AE5882
 AE5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5882
 AE5882.The geoid height was determined by GEOID03.
 AE5882
 AE5882.The dynamic height is computed by dividing the NAVD 88
 AE5882.geopotential number by the normal gravity value computed on the
 AE5882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5882.degrees latitude (g = 980.6199 gals.).
 AE5882
 AE5882.The modeled gravity was interpolated from observed gravity values.
 AE5882
 AE5882;                    North         East     Units Scale Factor Converg.
 AE5882;SPC NC       -   193,679.888   784,595.394   MT  0.99988054   +1 06 47.3
 AE5882;SPC NC       -   635,431.43  2,574,126.72   sFT  0.99988054   +1 06 47.3
 AE5882;UTM  18      - 3,928,317.759   312,083.162   MT  1.00003518   -1 12 09.5
 AE5882
 AE5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5882!SPC NC       -   1.00000424  x   0.99988054  =   0.99988478
 AE5882!UTM  18      -   1.00000424  x   1.00003518  =   1.00003942
 AE5882
 AE5882                          SUPERSEDED SURVEY CONTROL
 AE5882
 AE5882  NAD 83(1986)-  35 28 50.29325(N)    077 04 16.91545(W) AD(       ) 2
 AE5882  NGVD 29 (04/29/98)   10.03   (m)           32.9    (f) LEVELING    3  
 AE5882
 AE5882.Superseded values are not recommended for survey control.
 AE5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5882.See file dsdata.txt to determine how the superseded data were derived.
 AE5882
 AE5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1208328318(NAD 83)
 AE5882_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5882_STAMPING: BRYANT 1983
 AE5882_MARK LOGO: NCGS  
 AE5882_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5882+STABILITY: SURFACE MOTION
 AE5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5882+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2004
 AE5882
 AE5882  HISTORY     - Date     Condition        Report By
 AE5882  HISTORY     - 1983     MONUMENTED       NCGS
 AE5882  HISTORY     - 19900514 GOOD             NCGS
 AE5882  HISTORY     - 20040327 GOOD             USPSQD
 AE5882
 AE5882                          STATION DESCRIPTION
 AE5882
 AE5882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5882'STATION IS LOCATED 4.7 KM (2.90 MI) SOUTHEAST OF CHOCOWINITY OR 16.6
 AE5882'KM (10.30 MI) NORTHWEST OF COXS CROSSROADS. ALONG NC 33 FOR 4.8 KM
 AE5882'(3.00 MI) SOUTHEAST OF US 17, OR 0.3 KM (0.20 MI) NORTHWEST OF SR
 AE5882'1139, AND ON THE PROLONGATION OF THE SOUTH SIDE OF A SHINGLED HOUSE.
 AE5882'MARK IS RECESSED 4 INCHES BELOW GROUND.  LOCATED 5.3 M (17.4 FT) WEST
 AE5882'OF THE CENTERLINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTH OF THE WEST
 AE5882'END OF A HIGHWAY CULVERT--AND 5.4 M (17.7 FT) NORTH-NORTHEAST OF A
 AE5882'TELEPHONE POLE, 17.4 M (57.1 FT) WEST-NORTHWEST OF A POWER POLE, 8.7 M
 AE5882'(28.5 FT) EAST-SOUTHEAST OF A 10-INCH PINE--ALL THREE WITH REFERENCE
 AE5882'TAGS.
 AE5882
 AE5882                          STATION RECOVERY (1990)
 AE5882
 AE5882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 AE5882'RECOVERED AS DESCRIBED.
 AE5882
 AE5882                          STATION RECOVERY (2004)
 AE5882
 AE5882'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 AE5882'REFERENCE TAG MISSING FROM PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4079 ***********************************************************************
 AH4079  DESIGNATION -  BRYANT
 AH4079  PID         -  AH4079
 AH4079  STATE/COUNTY-  NC/SURRY
 AH4079  USGS QUAD   -  LAMBSBURG (1977)
 AH4079
 AH4079                         *CURRENT SURVEY CONTROL
 AH4079  ___________________________________________________________________
 AH4079* NAD 83(2001)-  36 31 09.38278(N)    080 45 00.07576(W)     ADJUSTED  
 AH4079* NAVD 88     -       420.2    (meters)    1379.     (feet)  VERTCON   
 AH4079  ___________________________________________________________________
 AH4079  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AH4079  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AH4079  HORZ ORDER  -  SECOND
 AH4079
 AH4079.The horizontal coordinates were established by classical geodetic methods
 AH4079.and adjusted by the National Geodetic Survey in August 2005.
 AH4079
 AH4079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4079
 AH4079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4079
 AH4079.The geoid height was determined by GEOID03.
 AH4079
 AH4079;                    North         East     Units Scale Factor Converg.
 AH4079;SPC NC       -   308,604.768   452,843.472   MT  1.00011752   -1 00 36.2
 AH4079;SPC NC       - 1,012,480.81  1,485,703.96   sFT  1.00011752   -1 00 36.2
 AH4079;UTM  17      - 4,041,574.977   522,381.403   MT  0.99960617   +0 08 55.5
 AH4079
 AH4079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4079!SPC NC       -   0.99993923  x   1.00011752  =   1.00005674
 AH4079!UTM  17      -   0.99993923  x   0.99960617  =   0.99954542
 AH4079
 AH4079                          SUPERSEDED SURVEY CONTROL
 AH4079
 AH4079  NAD 83(1986)-  36 31 09.38774(N)    080 45 00.07853(W) AD(       ) 2
 AH4079  NGVD 29 (12/22/97)  420.3    (m)         1379.     (f) VERT ANG    3  
 AH4079
 AH4079.Superseded values are not recommended for survey control.
 AH4079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4079.See file dsdata.txt to determine how the superseded data were derived.
 AH4079
 AH4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2238141575(NAD 83)
 AH4079_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4079_STAMPING: BRYANT 1986
 AH4079_MARK LOGO: NCGS  
 AH4079_PROJECTION: FLUSH
 AH4079_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4079+STABILITY: SURFACE MOTION
 AH4079
 AH4079  HISTORY     - Date     Condition        Report By
 AH4079  HISTORY     - 1986     MONUMENTED       NCGS
 AH4079
 AH4079                          STATION DESCRIPTION
 AH4079
 AH4079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4079'STATION IS LOCATED ABOUT 13.0 KM (8.05 MI) WEST OF MT. AIRY, AND 13.8
 AH4079'KM (8.55 MI) NORTH OF DOBSON. ALONG SR 1396 (CROOKED OAK RD.) FOR 1.0
 AH4079'KM (0.60 MI) NORTHWEST FROM THE BRIDGE OVER I-77, IN THE NORTHEAST
 AH4079'CORNER OF JOE BRYANT YARD. MARK IS RECESSED 1 INCH BELOW GROUND AND IS
 AH4079'5-FEET HIGHER THAN ROAD. LOCATED 11.3 M (37.1 FT) WEST-SOUTHWEST OF
 AH4079'THE CENTERLINE OF ROAD, 6.7 M (22.0 FT) SOUTH-SOUTHEAST OF THE SOUTH
 AH4079'EDGE OF CONCRETE DRIVE, 3.8 M (12.5 FT) WEST OF A TELEPHONE PEDESTAL,
 AH4079'28.6 M (93.8 FT) EAST OF THE SOUTHEAST CORNER OF A FRAME RESIDENCE,
 AH4079'AND 3.2 M (10.5 FT) SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND
 AH4079'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3758 ***********************************************************************
 DI3758  DESIGNATION -  BRYANT
 DI3758  PID         -  DI3758
 DI3758  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3758  USGS QUAD   -  TABLE ROCK (1978)
 DI3758
 DI3758                         *CURRENT SURVEY CONTROL
 DI3758  ___________________________________________________________________
 DI3758* NAD 83(2007)-  35 06 47.69822(N)    082 41 49.17487(W)     ADJUSTED  
 DI3758* NAVD 88     -       988.5    (meters)    3243.     (feet)  GPS OBS   
 DI3758  ___________________________________________________________________
 DI3758  EPOCH DATE  -        2002.00
 DI3758  X           -     664,056.693 (meters)                     COMP
 DI3758  Y           -  -5,181,615.763 (meters)                     COMP
 DI3758  Z           -   3,648,702.794 (meters)                     COMP
 DI3758  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DI3758  ELLIP HEIGHT-         958.144 (meters)          (07/11/08) ADJUSTED
 DI3758  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 DI3758  HORZ ORDER  -  FIRST
 DI3758  ELLP ORDER  -  FOURTH    CLASS II
 DI3758
 DI3758.The horizontal coordinates were established by GPS observations
 DI3758.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3758
 DI3758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3758.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3758.The horizontal coordinates are valid at the epoch date displayed above.
 DI3758.The epoch date for horizontal control is a decimal equivalence
 DI3758.of Year/Month/Day.
 DI3758
 DI3758.The orthometric height was determined by GPS observations and a
 DI3758.high-resolution geoid model.
 DI3758
 DI3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3758
 DI3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3758
 DI3758.The ellipsoidal height was determined by GPS observations
 DI3758.and is referenced to NAD 83.
 DI3758
 DI3758.The geoid height was determined by GEOID03.
 DI3758
 DI3758;                    North         East     Units Scale Factor Converg.
 DI3758;SPC NC       -   157,499.405   272,694.996   MT  0.99987550   -2 08 01.7
 DI3758;SPC NC       -   516,729.30    894,666.83   sFT  0.99987550   -2 08 01.7
 DI3758;UTM  17      - 3,886,919.650   345,352.522   MT  0.99989475   -0 58 34.7
 DI3758
 DI3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3758!SPC NC       -   0.99984963  x   0.99987550  =   0.99972515
 DI3758!UTM  17      -   0.99984963  x   0.99989475  =   0.99974439
 DI3758
 DI3758|---------------------------------------------------------------------|
 DI3758| PID    Reference Object                     Distance      Geod. Az  |
 DI3758|                                                           dddmmss.s |
 DI3758| DI3776 AMBUSH                              208.592 METERS 06729     |
 DI3758|---------------------------------------------------------------------|
 DI3758
 DI3758                          SUPERSEDED SURVEY CONTROL
 DI3758
 DI3758  NAD 83(1986)-  35 06 47.70449(N)    082 41 49.17236(W) AD(       ) 1
 DI3758  NAD 83(2001)-  35 06 47.69797(N)    082 41 49.17515(W) AD(       ) 1
 DI3758  ELLIP H (02/05/05)  958.164  (m)                       GP(       ) 4 2
 DI3758
 DI3758.Superseded values are not recommended for survey control.
 DI3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3758.See file dsdata.txt to determine how the superseded data were derived.
 DI3758
 DI3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4535386920(NAD 83)
 DI3758_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3758_SETTING: 66 = SET IN ROCK OUTCROP
 DI3758_STAMPING: BRYANT 2001
 DI3758_MARK LOGO: NCGS  
 DI3758_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3758+STABILITY: POSITION/ELEVATION WELL
 DI3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3758+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3758
 DI3758  HISTORY     - Date     Condition        Report By
 DI3758  HISTORY     - 2001     MONUMENTED       NCGS
 DI3758
 DI3758                          STATION DESCRIPTION
 DI3758
 DI3758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3758'STATION IS LOCACATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF BREVARD
 DI3758'AND 3.7 MI (6.0 KM) SOUTHWEST OF CEDAR MOUNTAIN NEAR THE NORTH
 DI3758'CAROLINA/SOUTH CAROLINA STATE LINE. FOR ACCESS CONTACT OWNER--STEVE
 DI3758'BRYANT LAW OFFICE IN TEXAS. PROCEED ALONG US 276 FOR 5.2 MI (8.4 KM)
 DI3758'NORTHWEST FROM THE NC/SC STATE LINE, THENCE SOUTH FOR 1.4 MI (2.3 KM)
 DI3758'ALONG SR 1107-EAST FORK ROAD, THENCE SOUTHEAST FOR 1.1 MI (1.8 KM)
 DI3758'ALONG SR 1102-HAPPY ACRES ROAD TO THE END OF STATE MAINTENANCE,
 DI3758'CONTINUE SOUTHEAST FOR 0.6 MI (1.0 KM) ALONG THE DIRT ROAD TO A FORK,
 DI3758'TAKE THE RIGHT FORK AND GO SOUTH FOR 0.4 MI (0.6 KM) ALONG THE DIRT
 DI3758'ROAD TO A --T-- INTERSECTION WITH A SIGN FOR THE WATSON COOPER
 DI3758'HERITAGE PRESERVE, THENCE WEST FOR 0.1 MI (0.2 KM) ALONG A DIRT ROAD
 DI3758'TO A LOCKED GATE. PASS THROUGH THE GATE AND CONTINUE WEST TURNING
 DI3758'SOUTHWEST FOR 0.5 MI (0.8 KM) TO THE BRYANT CABIN AND POND, CONTINUE
 DI3758'SOUTHWEST FOR 0.25 MI (0.40 KM) TO A LARGE ROCK OUTCROP. LOCATED 55.0
 DI3758'FT (16.8 M) SOUTHWEST OF THE END OF THE WOODS ROAD AND THE BEGINNING
 DI3758'OF THE ROCK OUTCROP--AND 58.0 FT (17.7 M) WEST-NORTHWEST OF A 14-INCH
 DI3758'WHITE PINE, 78.5 FT (23.9 M) EAST OF A 10-INCH CHESTNUT OAK--BOTH WITH
 DI3758'REFERENCE WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2938 ***********************************************************************
 FZ2938  CBN         -  This is a Cooperative Base Network Control Station.
 FZ2938  DESIGNATION -  BRYANT RM 4
 FZ2938  PID         -  FZ2938
 FZ2938  STATE/COUNTY-  NC/ALLEGHANY
 FZ2938  USGS QUAD   -  ROARING GAP (1971)
 FZ2938
 FZ2938                         *CURRENT SURVEY CONTROL
 FZ2938  ___________________________________________________________________
 FZ2938* NAD 83(2007)-  36 23 16.59140(N)    080 59 01.53520(W)     ADJUSTED  
 FZ2938* NAVD 88     -       944.6    (meters)    3099.     (feet)  GPS OBS   
 FZ2938  ___________________________________________________________________
 FZ2938  EPOCH DATE  -        2002.00
 FZ2938  X           -     805,717.799 (meters)                     COMP
 FZ2938  Y           -  -5,077,786.375 (meters)                     COMP
 FZ2938  Z           -   3,763,472.462 (meters)                     COMP
 FZ2938  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 FZ2938  ELLIP HEIGHT-         911.774 (meters)          (02/10/07) ADJUSTED
 FZ2938  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FZ2938
 FZ2938  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2938  Type    PID    Designation                      North   East  Ellip
 FZ2938  -------------------------------------------------------------------
 FZ2938  NETWORK FZ2938 BRYANT RM 4                       0.41   0.37   1.39
 FZ2938  -------------------------------------------------------------------
 FZ2938
 FZ2938.The horizontal coordinates were established by GPS observations
 FZ2938.and adjusted by the National Geodetic Survey in February 2007.
 FZ2938
 FZ2938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2938.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2938.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2938.The epoch date for horizontal control is a decimal equivalence
 FZ2938.of Year/Month/Day.
 FZ2938
 FZ2938.The orthometric height was determined by GPS observations and a
 FZ2938.high-resolution geoid model.
 FZ2938
 FZ2938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2938
 FZ2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2938
 FZ2938.The ellipsoidal height was determined by GPS observations
 FZ2938.and is referenced to NAD 83.
 FZ2938
 FZ2938.The geoid height was determined by GEOID03.
 FZ2938
 FZ2938;                    North         East     Units Scale Factor Converg.
 FZ2938;SPC NC       -   294,426.610   431,617.764   MT  1.00006928   -1 08 41.9
 FZ2938;SPC NC       -   965,964.64  1,416,065.95   sFT  1.00006928   -1 08 41.9
 FZ2938;UTM  17      - 4,026,978.417   501,456.490   MT  0.99960003   +0 00 34.7
 FZ2938
 FZ2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2938!SPC NC       -   0.99985692  x   1.00006928  =   0.99992619
 FZ2938!UTM  17      -   0.99985692  x   0.99960003  =   0.99945701
 FZ2938
 FZ2938                          SUPERSEDED SURVEY CONTROL
 FZ2938
 FZ2938  NAD 83(2001)-  36 23 16.59178(N)    080 59 01.53498(W) AD(       ) B
 FZ2938  ELLIP H (01/30/03)  911.792  (m)                       GP(       ) 4 2
 FZ2938  NAD 83(1995)-  36 23 16.59218(N)    080 59 01.53485(W) AD(       ) B
 FZ2938  ELLIP H (09/11/96)  911.810  (m)                       GP(       ) 4 1
 FZ2938  NAD 83(1993)-  36 23 16.59642(N)    080 59 01.54261(W) AD(       ) 1
 FZ2938  NAD 83(1986)-  36 23 16.60142(N)    080 59 01.54189(W) AD(       ) 2
 FZ2938  NAD 83(1986)-  36 23 16.60142(N)    080 59 01.54189(W) AD(       ) 1
 FZ2938  NGVD 29 (09/17/93)  944.6    (m)         3099.     (f) GPS OBS     3  
 FZ2938
 FZ2938.Superseded values are not recommended for survey control.
 FZ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2938.See file dsdata.txt to determine how the superseded data were derived.
 FZ2938
 FZ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0145626978(NAD 83)
 FZ2938_MARKER: DR = REFERENCE MARK DISK
 FZ2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2938_SP_SET: CONCRETE POST
 FZ2938_STAMPING: BRYANT NO 4 1991
 FZ2938_MARK LOGO: NGS   
 FZ2938_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2938+STABILITY: SURFACE MOTION
 FZ2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2938+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 FZ2938
 FZ2938  HISTORY     - Date     Condition        Report By
 FZ2938  HISTORY     - 1991     MONUMENTED       NCGS
 FZ2938  HISTORY     - 19920803 GOOD
 FZ2938  HISTORY     - 19950109 GOOD             NCGS
 FZ2938  HISTORY     - 20021122 GOOD             INDIV
 FZ2938
 FZ2938                          STATION DESCRIPTION
 FZ2938
 FZ2938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2938'LOCATED 11.1 MI (17.9 KM) SOUTHEAST OF SPARTA AND ABOUT 0.7 MI
 FZ2938'(1.1 KM) SOUTH OF THE POST OFFICE AT ROARING GAP, ALONG THE
 FZ2938'ALLEGHANY-WILKES COUNTY LINE, ON TOP OF BRYANTS KNOB.
 FZ2938'PROCEED ALONG US 21 FOR 0.15 MI (0.24 KM) . SOUTH OF THE POST OFFICE
 FZ2938'AT ROARING GAP, THENCE THROUGH GATE (LOCKED) AND SOUTHEAST ALONG A
 FZ2938'GRAVEL ROAD FOR ABOUT 0.6 MI (1.0 KM) TO A CLEARING (FORMER SITE OF
 FZ2938'ROARING GAP LOOKOUT TOWER), AND STATION ON EAST SIDE.
 FZ2938'MARK IS FLUSH WITH GROUND.  LOCATED 55.0 FT (16.8 M) NORTH-NORTHEAST
 FZ2938'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK SKEET BUILDING AND 74.6
 FZ2938'SOUTHWEST OF THE SOUTHWEST CORNER, AND 56.7 FT (17.3 M) SOUTHEAST OF
 FZ2938'AN ELECTRIC OUTLET POST.
 FZ2938'KEY TO GATE MAY BE OBTAINED FROM MR EARLY BRYANT, MAINTENANCE
 FZ2938'SUPERVISOR OF A NEARBY GOLF CLUB AND RESORT, PHONE 919 363 2583.
 FZ2938
 FZ2938                          STATION RECOVERY (1992)
 FZ2938
 FZ2938'RECOVERED 1992
 FZ2938'RECOVERED IN GOOD CONDITION.
 FZ2938
 FZ2938                          STATION RECOVERY (1995)
 FZ2938
 FZ2938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (DRS)
 FZ2938'RECOVERED AS DESCRIBED.
 FZ2938
 FZ2938                          STATION RECOVERY (2002)
 FZ2938
 FZ2938'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LCR)
 FZ2938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5309 ***********************************************************************
 AI5309  DESIGNATION -  BRYANTOWN
 AI5309  PID         -  AI5309
 AI5309  STATE/COUNTY-  NC/NORTHAMPTON
 AI5309  USGS QUAD   -  RICH SQUARE (1974)
 AI5309
 AI5309                         *CURRENT SURVEY CONTROL
 AI5309  ___________________________________________________________________
 AI5309* NAD 83(2007)-  36 17 01.74659(N)    077 21 51.14082(W)     ADJUSTED  
 AI5309* NAVD 88     -        21.057  (meters)      69.08   (feet)  ADJUSTED  
 AI5309  ___________________________________________________________________
 AI5309  EPOCH DATE  -        2002.00
 AI5309  X           -   1,126,011.557 (meters)                     COMP
 AI5309  Y           -  -5,022,744.771 (meters)                     COMP
 AI5309  Z           -   3,753,615.976 (meters)                     COMP
 AI5309  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AI5309  ELLIP HEIGHT-         -13.671 (meters)          (02/10/07) ADJUSTED
 AI5309  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 AI5309  DYNAMIC HT  -          21.040 (meters)      69.03  (feet)  COMP
 AI5309
 AI5309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5309  Type    PID    Designation                      North   East  Ellip
 AI5309  -------------------------------------------------------------------
 AI5309  NETWORK AI5309 BRYANTOWN                         0.49   0.47   1.35
 AI5309  -------------------------------------------------------------------
 AI5309  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 AI5309
 AI5309  VERT ORDER  -  SECOND    CLASS II
 AI5309
 AI5309.The horizontal coordinates were established by GPS observations
 AI5309.and adjusted by the National Geodetic Survey in February 2007.
 AI5309
 AI5309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5309.The horizontal coordinates are valid at the epoch date displayed above.
 AI5309.The epoch date for horizontal control is a decimal equivalence
 AI5309.of Year/Month/Day.
 AI5309
 AI5309.The orthometric height was determined by differential leveling
 AI5309.and adjusted in July 2000.
 AI5309
 AI5309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5309
 AI5309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5309
 AI5309.The ellipsoidal height was determined by GPS observations
 AI5309.and is referenced to NAD 83.
 AI5309
 AI5309.The geoid height was determined by GEOID03.
 AI5309
 AI5309.The dynamic height is computed by dividing the NAVD 88
 AI5309.geopotential number by the normal gravity value computed on the
 AI5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5309.degrees latitude (g = 980.6199 gals.).
 AI5309
 AI5309.The modeled gravity was interpolated from observed gravity values.
 AI5309
 AI5309;                    North         East     Units Scale Factor Converg.
 AI5309;SPC NC       -   282,304.320   756,558.632   MT  1.00003480   +0 56 38.9
 AI5309;SPC NC       -   926,193.42  2,482,142.78   sFT  1.00003480   +0 56 38.9
 AI5309;UTM  18      - 4,018,022.140   287,667.664   MT  1.00015553   -1 23 58.7
 AI5309
 AI5309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5309!SPC NC       -   1.00000215  x   1.00003480  =   1.00003695
 AI5309!UTM  18      -   1.00000215  x   1.00015553  =   1.00015768
 AI5309
 AI5309                          SUPERSEDED SURVEY CONTROL
 AI5309
 AI5309  NAD 83(2001)-  36 17 01.74724(N)    077 21 51.14137(W) AD(       ) 1
 AI5309  ELLIP H (03/13/03)  -13.673  (m)                       GP(       ) 4 2
 AI5309  NAD 83(1986)-  36 17 01.75414(N)    077 21 51.15285(W) AD(       ) 1
 AI5309  NAVD 88 (03/10/00)   21.06   (m)           69.1    (f) LEVELING    3  
 AI5309
 AI5309.Superseded values are not recommended for survey control.
 AI5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5309.See file dsdata.txt to determine how the superseded data were derived.
 AI5309
 AI5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8766818022(NAD 83)
 AI5309_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5309_STAMPING: BRYANTOWN 1993
 AI5309_MARK LOGO: NCGS  
 AI5309_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5309+STABILITY: SURFACE MOTION
 AI5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5309+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5309
 AI5309  HISTORY     - Date     Condition        Report By
 AI5309  HISTORY     - 1993     MONUMENTED       NCGS
 AI5309
 AI5309                          STATION DESCRIPTION
 AI5309
 AI5309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AI5309'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) WEST OF RICH SQUARE AND 7.8
 AI5309'MI (12.6 KM) SOUTH-SOUTHEAST OF JACKSON, IN THE BRYANTOWN CROSSROADS
 AI5309'COMMUNITY. PROCEED ALONG SR 1109 (BRYANTOWN ROAD) FOR 4.45 MI (7.16
 AI5309'KM) NORTHWEST FROM US 258 (SOUTH MAIN STREET) IN RICH SQUARE TO
 AI5309'BRYANTOWN, THENCE NORTHWEST FOR 0.3 MI (0.5 KM) ALONG SR 1108 FOR 0.3
 AI5309'MI (0.5 KM) TO THE STATION, IN THE SOUTHWEST SHOULDER NEAR THE EDGE OF
 AI5309'THE DITCH. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN THE ROAD AND
 AI5309'RECESSED 3 INCHES BELOW GROUND.  LOCATED 18.4 FT (5.6 M) SOUTHWEST OF
 AI5309'THE CENTERLINE OF THE ROAD, 62.6 FT (19.1 M) WEST-NORTHWEST OF THE
 AI5309'NORTHWEST END OF THE DRIVEWAY CULVERT TO A BRICK HOUSE, 197.0 FT (60.0
 AI5309'M) NORTHWEST OF THE NORTHWEST END OF A GRAVEL DRIVEWAY CULVERT TO A
 AI5309'METAL BUILDING, 49.5 FT (15.1 M) SOUTHWEST OF AND ACROSS THE ROAD FROM
 AI5309'A PROPERTY CORNER IRON PIPE ATTACHED TO A PLOW SHAFT, AND 76.0 FT
 AI5309'(23.2 M) SOUTH OF AND ACROSS THE ROAD FROM A 14-INCH PINE WITH A
 AI5309'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5320 ***********************************************************************
 AI5320  DESIGNATION -  BRYANTOWN HUB
 AI5320  PID         -  AI5320
 AI5320  STATE/COUNTY-  NC/NORTHAMPTON
 AI5320  USGS QUAD   -  RICH SQUARE (1974)
 AI5320
 AI5320                         *CURRENT SURVEY CONTROL
 AI5320  ___________________________________________________________________
 AI5320* NAD 83(2007)-  36 16 04.12162(N)    077 22 24.70315(W)     ADJUSTED  
 AI5320* NAVD 88     -        14.4    (meters)      47.     (feet)  GPS OBS   
 AI5320  ___________________________________________________________________
 AI5320  EPOCH DATE  -        2002.00
 AI5320  X           -   1,125,422.812 (meters)                     COMP
 AI5320  Y           -  -5,023,948.156 (meters)                     COMP
 AI5320  Z           -   3,752,180.082 (meters)                     COMP
 AI5320  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AI5320  ELLIP HEIGHT-         -20.377 (meters)          (02/10/07) ADJUSTED
 AI5320  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AI5320
 AI5320  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5320  Type    PID    Designation                      North   East  Ellip
 AI5320  -------------------------------------------------------------------
 AI5320  NETWORK AI5320 BRYANTOWN HUB                     0.45   0.43   1.23
 AI5320  -------------------------------------------------------------------
 AI5320
 AI5320.The horizontal coordinates were established by GPS observations
 AI5320.and adjusted by the National Geodetic Survey in February 2007.
 AI5320
 AI5320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5320.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5320.The horizontal coordinates are valid at the epoch date displayed above.
 AI5320.The epoch date for horizontal control is a decimal equivalence
 AI5320.of Year/Month/Day.
 AI5320
 AI5320.The orthometric height was determined by GPS observations and a
 AI5320.high-resolution geoid model.
 AI5320
 AI5320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5320
 AI5320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5320
 AI5320.The ellipsoidal height was determined by GPS observations
 AI5320.and is referenced to NAD 83.
 AI5320
 AI5320.The geoid height was determined by GEOID03.
 AI5320
 AI5320;                    North         East     Units Scale Factor Converg.
 AI5320;SPC NC       -   280,514.544   755,750.255   MT  1.00002980   +0 56 19.5
 AI5320;SPC NC       -   920,321.47  2,479,490.63   sFT  1.00002980   +0 56 19.5
 AI5320;UTM  18      - 4,016,266.696   286,786.666   MT  1.00016015   -1 24 16.6
 AI5320
 AI5320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5320!SPC NC       -   1.00000320  x   1.00002980  =   1.00003300
 AI5320!UTM  18      -   1.00000320  x   1.00016015  =   1.00016335
 AI5320
 AI5320                          SUPERSEDED SURVEY CONTROL
 AI5320
 AI5320  NAD 83(2001)-  36 16 04.12226(N)    077 22 24.70362(W) AD(       ) 1
 AI5320  ELLIP H (03/13/03)  -20.377  (m)                       GP(       ) 4 2
 AI5320  NAD 83(1986)-  36 16 04.12918(N)    077 22 24.71517(W) AD(       ) 1
 AI5320
 AI5320.Superseded values are not recommended for survey control.
 AI5320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5320.See file dsdata.txt to determine how the superseded data were derived.
 AI5320
 AI5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8678716267(NAD 83)
 AI5320_MARKER: Z = SEE DESCRIPTION
 AI5320_SETTING: 0 = UNSPECIFIED SETTING
 AI5320_MARK LOGO: NCGS  
 AI5320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5320+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5320
 AI5320  HISTORY     - Date     Condition        Report By
 AI5320  HISTORY     - 1993     MONUMENTED       NCGS
 AI5320
 AI5320                          STATION DESCRIPTION
 AI5320
 AI5320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5320'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST OF RICH SQUARE AND 1.2
 AI5320'MI (1.9 KM) SOUTHWEST OF BRYANTOWN. ALONG SR 1117 FOR 1.2 MI (1.9 KM)
 AI5320'SOUTHWEST FROM SR 1108, IN BRYANTOWN, TO A FIELD ROAD LEADING
 AI5320'NORTHWEST AND STATION IN NORTHERN QUADRANT. STATION IS A WOODEN HUB
 AI5320'DRIVEN INTO THE GROUND, ABOUT 3-FEET HIGHER THAN SR 1117 AND FLUSH
 AI5320'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1752 ***********************************************************************
 FA1752  DESIGNATION -  BRYCE
 FA1752  PID         -  FA1752
 FA1752  STATE/COUNTY-  NC/DAVIDSON
 FA1752  USGS QUAD   -  HANDY (1994)
 FA1752
 FA1752                         *CURRENT SURVEY CONTROL
 FA1752  ___________________________________________________________________
 FA1752* NAD 83(2001)-  35 32 17.25049(N)    080 05 06.63317(W)     ADJUSTED  
 FA1752* NAVD 88     -       197.5    (meters)     648.     (feet)  VERTCON   
 FA1752  ___________________________________________________________________
 FA1752  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FA1752  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FA1752  HORZ ORDER  -  SECOND
 FA1752
 FA1752.The horizontal coordinates were established by classical geodetic methods
 FA1752.and adjusted by the National Geodetic Survey in August 2005.
 FA1752
 FA1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1752
 FA1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1752
 FA1752.The geoid height was determined by GEOID03.
 FA1752
 FA1752;                    North         East     Units Scale Factor Converg.
 FA1752;SPC NC       -   198,895.644   511,203.691   MT  0.99988504   -0 37 34.8
 FA1752;SPC NC       -   652,543.46  1,677,174.11   sFT  0.99988504   -0 37 34.8
 FA1752;UTM  17      - 3,933,106.591   582,930.165   MT  0.99968475   +0 31 54.4
 FA1752
 FA1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1752!SPC NC       -   0.99997376  x   0.99988504  =   0.99985880
 FA1752!UTM  17      -   0.99997376  x   0.99968475  =   0.99965852
 FA1752
 FA1752|---------------------------------------------------------------------|
 FA1752| PID    Reference Object                     Distance      Geod. Az  |
 FA1752|                                                           dddmmss.s |
 FA1752| FA1750 DARR                                376.460 METERS 00901     |
 FA1752| FA1749 JACKIE                              APPROX. 1.1 KM 1684455.5 |
 FA1752|---------------------------------------------------------------------|
 FA1752
 FA1752                          SUPERSEDED SURVEY CONTROL
 FA1752
 FA1752  NAD 83(1986)-  35 32 17.24920(N)    080 05 06.64438(W) AD(       ) 2
 FA1752  NAD 27      -  35 32 16.74670(N)    080 05 07.47200(W) AD(       ) 2
 FA1752  NGVD 29 (07/19/86)  197.7    (m)          649.     (f) VERT ANG    3  
 FA1752
 FA1752.Superseded values are not recommended for survey control.
 FA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1752.See file dsdata.txt to determine how the superseded data were derived.
 FA1752
 FA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8293033107(NAD 83)
 FA1752_MARKER: DE = TRAVERSE STATION DISK
 FA1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1752_STAMPING: BRYCE 1975
 FA1752_MARK LOGO: NCGS  
 FA1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1752+STABILITY: SURFACE MOTION
 FA1752
 FA1752  HISTORY     - Date     Condition        Report By
 FA1752  HISTORY     - 1975     MONUMENTED       NCGS
 FA1752  HISTORY     - 1983     GOOD             USPSQD
 FA1752
 FA1752                          STATION DESCRIPTION
 FA1752
 FA1752'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 FA1752'BRYCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1752'THE VICINITY OF DENTON, NORTH CAROLINA.
 FA1752'
 FA1752'BRYCE IS LOCATED APPROXIMATELY 6.8 MILES SOUTH OF DENTON, AND
 FA1752'16.4 MILES NW OF TROY.  TO REACH STATION FROM THE NC 109 UNDERPASS
 FA1752'OF NC 49, PROCEED SOUTHERLY ALONG NC 109 FOR 1.45 MILES TO STATION
 FA1752'ON THE RIGHT, APPROXIMATELY 200 FEET WSW OF A ONE STORY BRICK
 FA1752'HOUSE (BRYCE COOK RESIDENCE).  AND 0.25 MILE NORTH OF THE
 FA1752'INTERSECTION WITH SR 2546 (NORTHERNMOST INTERSECTION).
 FA1752'
 FA1752'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1752'BRYCE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1752'WHICH IS FLUSH WITH THE GROUND.
 FA1752'
 FA1752'MARK IS 24.7 FT W OF C/L OF NC 109
 FA1752'
 FA1752'40.7 FT SW OF INTERSECTION OF PROLONGATED C/L OF SOUTHERNMOST
 FA1752'DRIVEWAY WITH C/L OF NC 109
 FA1752'
 FA1752'61.4 FT NW OF CENTER OF TOP OF TELEPHONE PEDESTAL
 FA1752'
 FA1752'33.0 FT SSE OF 12 IN OAK WITH ALUMINUM REF. TAG
 FA1752'
 FA1752'10.3 FT ESE OF 8 IN OAK WITH ALUMINUM REF. TAG
 FA1752'
 FA1752'42.7 FT NE OF 18 IN OAK WITH ALUMINUM REF. TAG
 FA1752
 FA1752                          STATION RECOVERY (1983)
 FA1752
 FA1752'RECOVERY NOTE BY US POWER SQUADRON 1983 (WCB)
 FA1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4149 ***********************************************************************
 AH4149  DESIGNATION -  BRYMIL
 AH4149  PID         -  AH4149
 AH4149  STATE/COUNTY-  NC/SURRY
 AH4149  USGS QUAD   -  SILOAM (1970)
 AH4149
 AH4149                         *CURRENT SURVEY CONTROL
 AH4149  ___________________________________________________________________
 AH4149* NAD 83(2001)-  36 21 37.99720(N)    080 33 47.08774(W)     ADJUSTED  
 AH4149* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 AH4149  ___________________________________________________________________
 AH4149  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AH4149  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AH4149  HORZ ORDER  -  SECOND
 AH4149
 AH4149.The horizontal coordinates were established by classical geodetic methods
 AH4149.and adjusted by the National Geodetic Survey in August 2005.
 AH4149
 AH4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4149
 AH4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4149
 AH4149.The geoid height was determined by GEOID03.
 AH4149
 AH4149;                    North         East     Units Scale Factor Converg.
 AH4149;SPC NC       -   290,713.454   469,309.880   MT  1.00005989   -0 54 07.8
 AH4149;SPC NC       -   953,782.39  1,539,727.50   sFT  1.00005989   -0 54 07.8
 AH4149;UTM  17      - 4,024,029.064   539,198.651   MT  0.99961893   +0 15 32.5
 AH4149
 AH4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4149!SPC NC       -   0.99995471  x   1.00005989  =   1.00001460
 AH4149!UTM  17      -   0.99995471  x   0.99961893  =   0.99957366
 AH4149
 AH4149                          SUPERSEDED SURVEY CONTROL
 AH4149
 AH4149  NAD 83(1986)-  36 21 38.00443(N)    080 33 47.09326(W) AD(       ) 2
 AH4149  NGVD 29 (12/22/97)  322.2    (m)         1057.     (f) VERT ANG    3  
 AH4149
 AH4149.Superseded values are not recommended for survey control.
 AH4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4149.See file dsdata.txt to determine how the superseded data were derived.
 AH4149
 AH4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3919924029(NAD 83)
 AH4149_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4149_STAMPING: BRYMIL 1986
 AH4149_MARK LOGO: NCGS  
 AH4149_PROJECTION: FLUSH
 AH4149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4149+STABILITY: SURFACE MOTION
 AH4149
 AH4149  HISTORY     - Date     Condition        Report By
 AH4149  HISTORY     - 1986     MONUMENTED       NCGS
 AH4149
 AH4149                          STATION DESCRIPTION
 AH4149
 AH4149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4149'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) WEST-SOUTHWEST OF PILOT
 AH4149'MOUNTAIN, AND 2.7 KM (1.65 MI) NORTHEAST OF PINE HILL CROSSROADS
 AH4149'COMMUNITY. ALONG NC 268 FOR 2.0 KM (1.25 MI) WEST FROM THE ARARAT
 AH4149'RIVER BRIDGE, AT SR 2041 (BRYANT MILL RD), IN THE NORTHEAST QUADRANT
 AH4149'OF THE T-INTERSECTION, ON TOP OF BANK, AND ON PROLONGATION OF THE WEST
 AH4149'SIDE OF A LOG BARN. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS
 AH4149'LEVEL WITH HIGHWAY. LOCATED 7.0 M (23.0 FT) NORTH OF THE CENTERLINE OF
 AH4149'HIGHWAY, 64.1 M (210.3 FT) EAST OF THE CENTERLINE OF T-INTERSECTION,
 AH4149'31.7 M (104.0 FT) WEST OF THE SOUTH END OF A HIGHWAY CULVERT, 11.5 M
 AH4149'(37.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF LOG TOBACCO BARN, AND
 AH4149'6.9 M (22.6 FT) WEST-SOUTHWEST OF AN 18-INCH PINE WITH A REFERENCE
 AH4149'TAG. NOTE-MARK RECOVERED BY NCGS AS DESCRIBED IN 2/97.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0398 ***********************************************************************
 EA0398  DESIGNATION -  BRYNN
 EA0398  PID         -  EA0398
 EA0398  STATE/COUNTY-  NC/ONSLOW
 EA0398  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA0398
 EA0398                         *CURRENT SURVEY CONTROL
 EA0398  ___________________________________________________________________
 EA0398* NAD 83(2001)-  34 44 56.95287(N)    077 22 47.97683(W)     ADJUSTED  
 EA0398* NAVD 88     -         7.996  (meters)      26.23   (feet)  ADJUSTED  
 EA0398  ___________________________________________________________________
 EA0398  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 EA0398  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EA0398  DYNAMIC HT  -           7.989 (meters)      26.21  (feet)  COMP
 EA0398  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 EA0398
 EA0398  HORZ ORDER  -  SECOND
 EA0398  VERT ORDER  -  SECOND    CLASS 0
 EA0398
 EA0398.The horizontal coordinates were established by classical geodetic methods
 EA0398.and adjusted by the National Geodetic Survey in August 2005.
 EA0398
 EA0398.The orthometric height was determined by differential leveling
 EA0398.and adjusted in June 1991.
 EA0398
 EA0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0398
 EA0398.The geoid height was determined by GEOID03.
 EA0398
 EA0398.The dynamic height is computed by dividing the NAVD 88
 EA0398.geopotential number by the normal gravity value computed on the
 EA0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0398.degrees latitude (g = 980.6199 gals.).
 EA0398
 EA0398.The modeled gravity was interpolated from observed gravity values.
 EA0398
 EA0398;                    North         East     Units Scale Factor Converg.
 EA0398;SPC NC       -   112,047.326   757,918.726   MT  0.99991081   +0 56 06.1
 EA0398;SPC NC       -   367,608.60  2,486,605.02   sFT  0.99991081   +0 56 06.1
 EA0398;UTM  18      - 3,847,805.692   282,138.834   MT  1.00018504   -1 21 25.5
 EA0398
 EA0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0398!SPC NC       -   1.00000456  x   0.99991081  =   0.99991537
 EA0398!UTM  18      -   1.00000456  x   1.00018504  =   1.00018960
 EA0398
 EA0398:                Primary Azimuth Mark                     Grid Az
 EA0398:SPC NC       -  TARAWA                                   170 47 29.0
 EA0398:UTM  18      -  TARAWA                                   173 05 00.6
 EA0398
 EA0398|---------------------------------------------------------------------|
 EA0398| PID    Reference Object                     Distance      Geod. Az  |
 EA0398|                                                           dddmmss.s |
 EA0398| EA0399 TARAWA                              APPROX. 0.8 KM 1714335.1 |
 EA0398|---------------------------------------------------------------------|
 EA0398
 EA0398                          SUPERSEDED SURVEY CONTROL
 EA0398
 EA0398  NAD 83(1986)-  34 44 56.96698(N)    077 22 47.98940(W) AD(       ) 2
 EA0398  NAD 27      -  34 44 56.38205(N)    077 22 49.13448(W) AD(       ) 2
 EA0398  NGVD 29 (??/??/92)    8.314  (m)           27.28   (f) ADJ UNCH    2 0
 EA0398
 EA0398.Superseded values are not recommended for survey control.
 EA0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0398.See file dsdata.txt to determine how the superseded data were derived.
 EA0398
 EA0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8213947806(NAD 83)
 EA0398_MARKER: DE = TRAVERSE STATION DISK
 EA0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0398_STAMPING: BRYNN 1968
 EA0398_MARK LOGO: NCGS  
 EA0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0398+STABILITY: SURFACE MOTION
 EA0398
 EA0398  HISTORY     - Date     Condition        Report By
 EA0398  HISTORY     - 1968     MONUMENTED       NCGS
 EA0398  HISTORY     - 1973     GOOD             NCGS
 EA0398  HISTORY     - 19820101 SEE DESCRIPTION  NCGS
 EA0398
 EA0398                          STATION DESCRIPTION
 EA0398
 EA0398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA0398'BRYNN IN A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0398'IN THE VICINITY OF JACKSONVILLE, NORTH CAROLINA.
 EA0398'
 EA0398'BRYNN IS APPROXIMATELY 3.0 MILES EAST OF THE CENTER OF
 EA0398'JACKSONVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EA0398'SR 1470 (WESTERN BLVD.) WITH NC 24, GO NORTHEAST ON WESTERN
 EA0398'BLVD. FOR 0.45 MILE TO ENTRANCE TO BRYNN MARR DRIVE, AND
 EA0398'STATION.  WHICH IS IN THE WEST END OF MEDIAN OF BRYNN MARR DR.,
 EA0398'AT ENTRANCE TO BRYNN MARR SUB-DIVISION.
 EA0398'
 EA0398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0398'BRYNN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0398'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0398'
 EA0398'MARK IS 32.3 FT E OF C/L OF INTERSECTION OF SR 1470 (WESTERN
 EA0398'BLVD.) AND BRYNN MARR DR.
 EA0398'
 EA0398'8.2 FT E OF W END OF CURB OF MEDIAN OF BRYNN MARR DR.
 EA0398'
 EA0398'75.2 FT NW OF METAL POST WITH WESTERN BLVD. - BRYNN MARR DR. SIGN.
 EA0398'
 EA0398'142.4 FT WNW OF NE END OF BRICK ENTRANCE TO BRYNN MARR SUB-DIVISION.
 EA0398'
 EA0398'48.0 FT SW OF 4X4 POST WITH STOP SIGN ON W SIDE OF BRYNN
 EA0398'MARR DR. AND WITH ALUMINUM REF. TAG.
 EA0398'
 EA0398'51.3 FT S OF N END OF CULVERT ON N SIDE OF BRYNN MARR DR.
 EA0398
 EA0398                          STATION RECOVERY (1973)
 EA0398
 EA0398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EA0398'2.8 MI E FROM JACKSONVILLE.
 EA0398'TO REACH STATION FROM INTERSECTION OF NC 24 (LEJEUNE BOULEVARD)
 EA0398'AND SR 1470 (WESTERN BOULEVARD), PROCEED NORTH ALONG WESTERN
 EA0398'BOULEVARD FOR 0.45 MILES TO BRYNN MARR DRIVE EAST AND STATION IN
 EA0398'THE WEST END OF MEDIAN OF BRYNN MARR DRIVE, 32.3 FT E OF C/L OF
 EA0398'WESTERN BOULEVARD, 8.2 FT E OF W END OF CURB OF MEDIAN, 51.3
 EA0398'FT S OF N END OF CULVERT, 75.2 FT NW OF METAL STREET SIGN POST,
 EA0398'142.4 FT WNW OF NE END OF BRICK ENTRANCE WALL, AND 48.0 FT SSW
 EA0398'OF STOP SIGN POST W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EA0398'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EA0398
 EA0398                          STATION RECOVERY (1982)
 EA0398
 EA0398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA0398'MARK PROBABLY DESTROYED BY NEW PAVEMENT. IF STILL IN, IT IS NOT
 EA0398'USABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2566 ***********************************************************************
 FB2566  DESIGNATION -  BRYSON
 FB2566  PID         -  FB2566
 FB2566  STATE/COUNTY-  NC/SWAIN
 FB2566  USGS QUAD   -  BRYSON CITY (1978)
 FB2566
 FB2566                         *CURRENT SURVEY CONTROL
 FB2566  ___________________________________________________________________
 FB2566* NAD 83(2001)-  35 26 49.71604(N)    083 24 20.98835(W)     ADJUSTED  
 FB2566* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 FB2566  ___________________________________________________________________
 FB2566  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FB2566  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB2566  HORZ ORDER  -  SECOND
 FB2566
 FB2566.The horizontal coordinates were established by classical geodetic methods
 FB2566.and adjusted by the National Geodetic Survey in August 2005.
 FB2566
 FB2566.The orthometric height was scaled from a topographic map.
 FB2566
 FB2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2566
 FB2566.The geoid height was determined by GEOID03.
 FB2566
 FB2566;                    North         East     Units Scale Factor Converg.
 FB2566;SPC NC       -   197,138.529   209,781.174   MT  0.99987838   -2 32 34.5
 FB2566;SPC NC       -   646,778.66    688,257.07   sFT  0.99987838   -2 32 34.5
 FB2566;UTM  17      - 3,925,291.015   281,643.785   MT  1.00018761   -1 23 44.9
 FB2566
 FB2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2566!SPC NC       -   0.99990642  x   0.99987838  =   0.99978481
 FB2566!UTM  17      -   0.99990642  x   1.00018761  =   1.00009401
 FB2566
 FB2566:                Primary Azimuth Mark                     Grid Az
 FB2566:SPC NC       -  WATER ROCK=32 EG 8                       088 02 34.6
 FB2566:UTM  17      -  WATER ROCK=32 EG 8                       086 53 45.0
 FB2566
 FB2566|---------------------------------------------------------------------|
 FB2566| PID    Reference Object                     Distance      Geod. Az  |
 FB2566|                                                           dddmmss.s |
 FB2566| FB2541 WATER ROCK=32 EG 8                  APPROX.24.4 KM 0853000.1 |
 FB2566| FB3327 BRYSON RM 1                                        21354     |
 FB2566| FB3328 BRYSON RM 2                          14.982 METERS 22103     |
 FB2566| FB3329 BRYSON RM 3                          20.350 METERS 32439     |
 FB2566|---------------------------------------------------------------------|
 FB2566
 FB2566                          SUPERSEDED SURVEY CONTROL
 FB2566
 FB2566  NAD 83(1995)-  35 26 49.71617(N)    083 24 20.98797(W) AD(       ) 2
 FB2566  NAD 83(1986)-  35 26 49.72777(N)    083 24 20.99274(W) AD(       ) 2
 FB2566  NAD 27      -  35 26 49.37700(N)    083 24 21.41900(W) AD(       ) 2
 FB2566
 FB2566.Superseded values are not recommended for survey control.
 FB2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2566.See file dsdata.txt to determine how the superseded data were derived.
 FB2566
 FB2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV8164425291(NAD 83)
 FB2566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FB2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FB2566_STAMPING: BRYSON 1933
 FB2566_MARK LOGO: CGS   
 FB2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2566+STABILITY: SURFACE MOTION
 FB2566
 FB2566  HISTORY     - Date     Condition        Report By
 FB2566  HISTORY     - 1933     MONUMENTED       CGS
 FB2566  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 FB2566  HISTORY     - 1980     MARK NOT FOUND   NCGS
 FB2566
 FB2566                          STATION DESCRIPTION
 FB2566
 FB2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (MAH)
 FB2566'ON GRASSY KNOLL ON EAST SIDE OF GALBRETH BR. ROAD, ABOUT 3.2 MILES
 FB2566'EAST-NORTHEAST OF BRYSON CITY. TO REACH FROM SQUARE IN BRYSON CITY,
 FB2566'GO EAST ABOUT 2.0 MILES ON UNITED STATES ROUTE 19 (NORTH CAROLINA
 FB2566'ROUTE 10) TO BRIDGE ACROSS TUCKASEGEE RIVER, CONTINUE 0.6 MILE ON
 FB2566'ROUTE 19 TO DAIRY ON RIGHT AND SIGN GALBRETH BR. ROAD, TURN LEFT, AND
 FB2566'FOLLOW DIRT ROAD 0.9 MILE TO STATION SITE. STATION IS ABOUT 50
 FB2566'YARDS EAST OF ROAD, AND 19.5 FEET SOUTHEAST OF PLAIN STONE TOMBSTONE
 FB2566'WHICH IS ENCIRCLED BY RECTANGULAR POLE FENCE. SURFACE AND UNDERGROUND
 FB2566'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FB2566'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FB2566'NO. 1 IS 15 FEET EAST OF CENTER LINE OF ROAD, ABOUT 50 YARDS
 FB2566'SOUTH ALONG ROAD FROM COTTAGE ON WEST SIDE OF ROAD, AND ABOUT 150
 FB2566'YARDS FROM STATION S 33 DEG 53 MIN W.  NO. 2 IS
 FB2566'ON SOUTH EDGE OF GRASSY KNOLL, AND 14.982 METERS (49.15 FEET) FROM
 FB2566'STATION S 41 DEG 03 MIN W.  NO. 3 IS TOWARD NEAREST PART OF
 FB2566'ROAD, AND 20.350 METERS (66.76 FEET) FROM STATION N 35 DEG
 FB2566'29 MIN W.
 FB2566
 FB2566                          STATION RECOVERY (1961)
 FB2566
 FB2566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (MCD)
 FB2566'STATION NOT FOUND.  BELIEVED TO HAVE BEEN DESTROYED BY LEVELING OF
 FB2566'KNOLL FOR HOUSE SEAT.
 FB2566'
 FB2566'DISTANCE AND DIRECTION FROM NEAREST TOWN 3.2 MI.
 FB2566
 FB2566                          STATION RECOVERY (1980)
 FB2566
 FB2566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2566'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  STATION WAS PROBABLY
 FB2566'DESTROYED BY GRADING.
 FB2566'
 FB2566'REFERENCE MARKS NO 1, 2 AND 3 WERE SEARCHED FOR BUT NOT FOUND.
 FB2566'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FC1698 ***********************************************************************
 FC1698  DESIGNATION -  BRYSON
 FC1698  PID         -  FC1698
 FC1698  STATE/COUNTY-  NC/CHEROKEE
 FC1698  USGS QUAD   -  MC DANIEL BALD (1976)
 FC1698
 FC1698                         *CURRENT SURVEY CONTROL
 FC1698  ___________________________________________________________________
 FC1698* NAD 83(2001)-  35 10 44.60526(N)    084 07 20.03604(W)     NO CHECK  
 FC1698* NAVD 88     -       544.0    (meters)    1785.     (feet)  VERTCON   
 FC1698  ___________________________________________________________________
 FC1698  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 FC1698  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 FC1698  HORZ ORDER  -  THIRD
 FC1698
 FC1698.The horizontal coordinates were established by classical geodetic methods
 FC1698.and adjusted by the National Geodetic Survey in August 2005.
 FC1698.No horizontal observational check was made to the station.
 FC1698
 FC1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 FC1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FC1698
 FC1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 FC1698
 FC1698.The geoid height was determined by GEOID03.
 FC1698
 FC1698;                    North         East     Units Scale Factor Converg.
 FC1698;SPC NC       -   170,558.448   143,288.974   MT  0.99987339   -2 57 23.0
 FC1698;SPC NC       -   559,573.84    470,107.24   sFT  0.99987339   -2 57 23.0
 FC1698;UTM  16      - 3,896,693.694   762,065.078   MT  1.00044648   +1 39 32.1
 FC1698
 FC1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FC1698!SPC NC       -   0.99991914  x   0.99987339  =   0.99979254
 FC1698!UTM  16      -   0.99991914  x   1.00044648  =   1.00036559
 FC1698
 FC1698:                Primary Azimuth Mark                     Grid Az
 FC1698:SPC NC       -  GAP                                      356 27 01.8
 FC1698:UTM  16      -  GAP                                      351 50 06.7
 FC1698
 FC1698|---------------------------------------------------------------------|
 FC1698| PID    Reference Object                     Distance      Geod. Az  |
 FC1698|                                                           dddmmss.s |
 FC1698| FC1699 GAP                                 APPROX. 0.6 KM 3532938.8 |
 FC1698|---------------------------------------------------------------------|
 FC1698
 FC1698                          SUPERSEDED SURVEY CONTROL
 FC1698
 FC1698  NAD 83(1995)-  35 10 44.60560(N)    084 07 20.03337(W) AD(       ) 3
 FC1698  NAD 83(1992)-  35 10 44.61051(N)    084 07 20.04280(W) AD(       ) 3
 FC1698  NAD 83(1986)-  35 10 44.61031(N)    084 07 20.04305(W) AD(       ) 3
 FC1698  NAD 27      -  35 10 44.32564(N)    084 07 20.33567(W) AD(       ) 3
 FC1698  NGVD 29 (07/19/86)  544.0    (m)         1785.     (f) VERT ANG    3  
 FC1698
 FC1698.Superseded values are not recommended for survey control.
 FC1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FC1698.See file dsdata.txt to determine how the superseded data were derived.
 FC1698
 FC1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD6206596694(NAD 83)
 FC1698_MARKER: DE = TRAVERSE STATION DISK
 FC1698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FC1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 FC1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FC1698
 FC1698  HISTORY     - Date     Condition        Report By
 FC1698  HISTORY     - 1977     MONUMENTED       NCGS
 FC1698
 FC1698                          STATION DESCRIPTION
 FC1698
 FC1698'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (PAC)
 FC1698'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF UNAKA AND
 FC1698'8.0 MILES NORTHWEST OF MURPHY.
 FC1698'
 FC1698'TO REACH THE STATION FROM THE INTERSECTION OF US 19 - US 129, US 64
 FC1698'AND SR 1326 (TENNESSEE STREET) IN DOWNTOWN MURPHY, PROCEED NORTHWEST
 FC1698'ALONG SR 1326 FOR 13.2 MILES (0.50 MILE SOUTH OF INTERSECTION WITH SR
 FC1698'1397) TO DIRT DRIVE OF G. R. GARRETT, THENCE EAST ALONG DRIVE FOR
 FC1698'APPROXIMATELY 275 FEET TO BEND IN DRIVE AND STATION ON RIGHT AT FENCE
 FC1698'LINE.
 FC1698'
 FC1698'STATION MARK IS A STANDARD DISK STAMPED---BRYSON 1977---, SET IN THE
 FC1698'TOP OF A CONCRETE PRECAST, WHICH IS 3 INCHES ABOVE THE GROUND SURFACE.
 FC1698'THE MARK IS APPROXIMATELY 275 FEET EAST-SOUTHEAST OF SR 1326, 16.0
 FC1698'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF DRIVE IN BEND, 2.5 FEET
 FC1698'NORTH-NORTHEAST OF A FENCE, 3.5 FEET EAST-NORTHEAST OF A FENCE POST
 FC1698'WITH REFERENCE TAG, 8.2 FEET WEST-NORTHWEST OF A FENCE POST WITH
 FC1698'REFERENCE TAG AND 89.0 FEET WEST OF A 12 INCH APPLE WITH REFERENCE
 FC1698'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4322 ***********************************************************************
 FB4322  DESIGNATION -  BRYSON
 FB4322  PID         -  FB4322
 FB4322  STATE/COUNTY-  NC/BUNCOMBE
 FB4322  USGS QUAD   -  ASHEVILLE (1991)
 FB4322
 FB4322                         *CURRENT SURVEY CONTROL
 FB4322  ___________________________________________________________________
 FB4322* NAD 83(2007)-  35 34 11.84174(N)    082 32 40.65022(W)     ADJUSTED  
 FB4322* NAVD 88     -       607.971  (meters)    1994.65   (feet)  ADJUSTED  
 FB4322  ___________________________________________________________________
 FB4322  EPOCH DATE  -        2002.00
 FB4322  X           -     673,990.136 (meters)                     COMP
 FB4322  Y           -  -5,150,458.330 (meters)                     COMP
 FB4322  Z           -   3,689,820.399 (meters)                     COMP
 FB4322  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FB4322  ELLIP HEIGHT-         578.125 (meters)          (02/10/07) ADJUSTED
 FB4322  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 FB4322  DYNAMIC HT  -         607.356 (meters)    1992.63  (feet)  COMP
 FB4322
 FB4322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4322  Type    PID    Designation                      North   East  Ellip
 FB4322  -------------------------------------------------------------------
 FB4322  NETWORK FB4322 BRYSON                            0.31   0.27   0.63
 FB4322  -------------------------------------------------------------------
 FB4322  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 FB4322
 FB4322  VERT ORDER  -  SECOND    CLASS I
 FB4322
 FB4322.The horizontal coordinates were established by GPS observations
 FB4322.and adjusted by the National Geodetic Survey in February 2007.
 FB4322
 FB4322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4322.The horizontal coordinates are valid at the epoch date displayed above.
 FB4322.The epoch date for horizontal control is a decimal equivalence
 FB4322.of Year/Month/Day.
 FB4322
 FB4322.The orthometric height was determined by differential leveling
 FB4322.and adjusted in June 1994.
 FB4322
 FB4322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4322
 FB4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4322
 FB4322.The ellipsoidal height was determined by GPS observations
 FB4322.and is referenced to NAD 83.
 FB4322
 FB4322.The geoid height was determined by GEOID03.
 FB4322
 FB4322.The dynamic height is computed by dividing the NAVD 88
 FB4322.geopotential number by the normal gravity value computed on the
 FB4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4322.degrees latitude (g = 980.6199 gals.).
 FB4322
 FB4322.The modeled gravity was interpolated from observed gravity values.
 FB4322
 FB4322;                    North         East     Units Scale Factor Converg.
 FB4322;SPC NC       -   207,624.540   288,382.892   MT  0.99988796   -2 02 45.1
 FB4322;SPC NC       -   681,181.51    946,136.20   sFT  0.99988796   -2 02 45.1
 FB4322;UTM  17      - 3,937,349.658   360,029.200   MT  0.99984143   -0 53 55.1
 FB4322
 FB4322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4322!SPC NC       -   0.99990927  x   0.99988796  =   0.99979724
 FB4322!UTM  17      -   0.99990927  x   0.99984143  =   0.99975071
 FB4322
 FB4322|---------------------------------------------------------------------|
 FB4322| PID    Reference Object                     Distance      Geod. Az  |
 FB4322|                                                           dddmmss.s |
 FB4322| AF8661 KENILWORTH                          390.447 METERS 05354     |
 FB4322| FB0803 E 39                                232.280 METERS 20731     |
 FB4322|---------------------------------------------------------------------|
 FB4322
 FB4322                          SUPERSEDED SURVEY CONTROL
 FB4322
 FB4322  NAD 83(2001)-  35 34 11.84179(N)    082 32 40.65023(W) AD(       ) 1
 FB4322  ELLIP H (03/13/03)  578.135  (m)                       GP(       ) 4 2
 FB4322  NAD 83(1995)-  35 34 11.84286(N)    082 32 40.65025(W) AD(       ) 1
 FB4322  NAD 83(1986)-  35 34 11.84842(N)    082 32 40.65052(W) AD(       ) 1
 FB4322  NAVD 88 (10/14/94)  607.97   (m)         1994.6    (f) LEVELING    3  
 FB4322  NGVD 29 (09/30/94)  608.1    (m)         1995.     (f) GPS OBS     3  
 FB4322
 FB4322.Superseded values are not recommended for survey control.
 FB4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4322.See file dsdata.txt to determine how the superseded data were derived.
 FB4322
 FB4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6002937350(NAD 83)
 FB4322_MARKER: DE = TRAVERSE STATION DISK
 FB4322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4322_SP_SET: CONCRETE POST
 FB4322_STAMPING: BRYSON 1992
 FB4322_MARK LOGO: NCGS  
 FB4322_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB4322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4322+STABILITY: SURFACE MOTION
 FB4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4322+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 FB4322
 FB4322  HISTORY     - Date     Condition        Report By
 FB4322  HISTORY     - 1992     MONUMENTED       NCGS
 FB4322  HISTORY     - 19980318 GOOD             NCGS
 FB4322  HISTORY     - 20050915 GOOD             USPSQD
 FB4322  HISTORY     - 20061103 GOOD             WNCLS
 FB4322
 FB4322                          STATION DESCRIPTION
 FB4322
 FB4322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4322'STATION IS LOCATED IN THE BILTMORE SECTION OF SOUTH ASHEVILLE AT
 FB4322'NORTHWEST CORNER OF WENDYS RESTAURANT PARKING LOT.  ALONG US 25
 FB4322'(BILTMORE AVENUE) FOR 0.85 MI (1.37 KM) NORTH FROM THE I-40 OVERPASS
 FB4322'(IN BILTMORE), AT BRYSON STREET.  MARK IS ABOUT LEVEL WITH STREET AND
 FB4322'FLUSH WITH GROUND.  LOCATED 44.4 FT (13.5 M) EAST-NORTHEAST OF THE
 FB4322'CENTERLINE OF BILTMORE AVENUE, 50.5 FT (15.4 M) SOUTH-SOUTHWEST OF
 FB4322'THE CENTERLINE OF BRYSON STREET, 120.7 FT (36.8 M) NORTH-NORTHWEST OF
 FB4322'THE NORTHWEST CORNER OF THE RESTAURANT, 17.4 FT (5.3 M) SOUTHWEST OF
 FB4322'THE SOUTHWEST CORNER OF A TRAFFIC LIGHT SWITCH BOX--130243--, AND
 FB4322'37.8 FT (11.5 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
 FB4322
 FB4322                          STATION RECOVERY (1998)
 FB4322
 FB4322'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4322'RECOVERED AS DESCRIBED.
 FB4322
 FB4322                          STATION RECOVERY (2005)
 FB4322
 FB4322'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB4322'ADDITIONAL INFORMATION
 FB4322'7.5 FT ESE OF CURB
 FB4322'18 FT N RIGHT OF WAY MARKER
 FB4322'11 FT W NWCORNER OF TRAFFIC CONTROL BOX
 FB4322' 
 FB4322
 FB4322                          STATION RECOVERY (2006)
 FB4322
 FB4322'RECOVERY NOTE BY WNC LAND SURVEYORS 2006 (JAN)
 FB4322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0829 ***********************************************************************
 AI0829  DESIGNATION -  BRYSON
 AI0829  PID         -  AI0829
 AI0829  STATE/COUNTY-  NC/PENDER
 AI0829  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0829
 AI0829                         *CURRENT SURVEY CONTROL
 AI0829  ___________________________________________________________________
 AI0829* NAD 83(2007)-  34 26 02.66916(N)    077 33 07.13408(W)     ADJUSTED  
 AI0829* NAVD 88     -         1.24   (meters)       4.1    (feet)  LEVELING  
 AI0829  ___________________________________________________________________
 AI0829  EPOCH DATE  -        2002.00
 AI0829  X           -   1,135,139.019 (meters)                     COMP
 AI0829  Y           -  -5,142,355.395 (meters)                     COMP
 AI0829  Z           -   3,586,242.171 (meters)                     COMP
 AI0829  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AI0829  ELLIP HEIGHT-         -36.141 (meters)          (02/10/07) ADJUSTED
 AI0829  GEOID HEIGHT-         -37.38  (meters)                     GEOID03
 AI0829
 AI0829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI0829  Type    PID    Designation                      North   East  Ellip
 AI0829  -------------------------------------------------------------------
 AI0829  NETWORK AI0829 BRYSON                            0.57   0.63   3.67
 AI0829  -------------------------------------------------------------------
 AI0829  VERT ORDER  -  THIRD ?
 AI0829
 AI0829.The horizontal coordinates were established by GPS observations
 AI0829.and adjusted by the National Geodetic Survey in February 2007.
 AI0829
 AI0829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI0829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI0829.The horizontal coordinates are valid at the epoch date displayed above.
 AI0829.The epoch date for horizontal control is a decimal equivalence
 AI0829.of Year/Month/Day.
 AI0829
 AI0829.The orthometric height was determined by differential leveling.
 AI0829.The vertical network tie was performed by a horz. field party for horz.
 AI0829.obs reductions. Reset procedures were used to establish the elevation.
 AI0829
 AI0829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0829
 AI0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0829
 AI0829.The ellipsoidal height was determined by GPS observations
 AI0829.and is referenced to NAD 83.
 AI0829
 AI0829.The geoid height was determined by GEOID03.
 AI0829
 AI0829;                    North         East     Units Scale Factor Converg.
 AI0829;SPC NC       -    76,857.152   742,683.562   MT  0.99997362   +0 50 08.7
 AI0829;SPC NC       -   252,155.51  2,436,620.99   sFT  0.99997362   +0 50 08.7
 AI0829;UTM  18      - 3,813,241.132   265,507.352   MT  1.00027783   -1 26 37.3
 AI0829
 AI0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0829!SPC NC       -   1.00000567  x   0.99997362  =   0.99997929
 AI0829!UTM  18      -   1.00000567  x   1.00027783  =   1.00028350
 AI0829
 AI0829                          SUPERSEDED SURVEY CONTROL
 AI0829
 AI0829  NAD 83(2001)-  34 26 02.66949(N)    077 33 07.13359(W) AD(       ) 1
 AI0829  ELLIP H (03/13/03)  -36.127  (m)                       GP(       ) 4 2
 AI0829  NAD 83(1986)-  34 26 02.67847(N)    077 33 07.14543(W) AD(       ) 1
 AI0829
 AI0829.Superseded values are not recommended for survey control.
 AI0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0829.See file dsdata.txt to determine how the superseded data were derived.
 AI0829
 AI0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6550713241(NAD 83)
 AI0829_MARKER: DH = HORIZONTAL CONTROL DISK
 AI0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0829_STAMPING: BRYSON 1988
 AI0829_MARK LOGO: NCGS  
 AI0829_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0829+STABILITY: SURFACE MOTION
 AI0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0829+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2007
 AI0829
 AI0829  HISTORY     - Date     Condition        Report By
 AI0829  HISTORY     - 1988     MONUMENTED       NCGS
 AI0829  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AI0829  HISTORY     - 20070716 GOOD             INDIV
 AI0829
 AI0829                          STATION DESCRIPTION
 AI0829
 AI0829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0829'STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) NORTHWEST OF SURF CITY.
 AI0829'ALONG N.C.210/N.C. 50 FOR 0.25 KM (0.15 MI) NORTHWEST FROM THE BRIDGE
 AI0829'OVER THE AIWW, AT SURF CITY, IN SHOULDER AND ACROSS HIGHWAY FROM THE
 AI0829'BRYSON REALITY OFFICE. MARK IS LEVEL WITH HIGHWAY AND RECESSED 2
 AI0829'INCHES BELOW GROUND. LOCATED 8.53 M (27.99 FT) NORTHEAST OF THE
 AI0829'CENTERLINE OF NC 210/NC 50--AND 19.32 M (63.39 FT) NORTH-NORTHEAST OF
 AI0829'POWER POLE NO K240, 19.42 M (63.71 FT) WEST-SOUTHWEST OF A POWER POLE
 AI0829'WITH TRANSFORMER, 38.19 M (125.30 FT) NORTH-NORTHWEST OF A PEDESTAL NO
 AI0829'N 50 R17E AT A CREOSOTE POST--ALL THREE WITH REFERENCE TAGS.
 AI0829
 AI0829                          STATION RECOVERY (2005)
 AI0829
 AI0829'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0829'MARK NOT FOUND.
 AI0829
 AI0829                          STATION RECOVERY (2007)
 AI0829
 AI0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 AI0829'RECOVERED 4 INCHES BELOW GROUND IN NORTHEAST SHOULDER OF NC 50 ACROSS
 AI0829'FROM BRYSON AND ASSOCIATES REALTY OFFICE. A NEW ACCESS ROAD LEADING TO
 AI0829'A RESIDENTIAL DEVELOPMENT UNDER CONSTRUCTION IS ABOUT 75 FEET
 AI0829'SOUTHEAST OF THE STATION. THE POWER POLES MENTIONED IN 1988 HAVE BEEN
 AI0829'RELOCATED DUE TO CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0871 ***********************************************************************
 AI0871  DESIGNATION -  BRYSON AZ MK
 AI0871  PID         -  AI0871
 AI0871  STATE/COUNTY-  NC/PENDER
 AI0871  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0871
 AI0871                         *CURRENT SURVEY CONTROL
 AI0871  ___________________________________________________________________
 AI0871* NAD 83(2001)-  34 26 20.94359(N)    077 33 23.63758(W)     ADJUSTED  
 AI0871* NAVD 88     -         2.54   (meters)       8.3    (feet)  LEVELING  
 AI0871  ___________________________________________________________________
 AI0871  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AI0871  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AI0871  HORZ ORDER  -  SECOND
 AI0871  VERT ORDER  -  THIRD ?
 AI0871
 AI0871.The horizontal coordinates were established by classical geodetic methods
 AI0871.and adjusted by the National Geodetic Survey in August 2005.
 AI0871
 AI0871.The orthometric height was determined by differential leveling.
 AI0871.The vertical network tie was performed by a horz. field party for horz.
 AI0871.obs reductions. Reset procedures were used to establish the elevation.
 AI0871
 AI0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0871
 AI0871.The geoid height was determined by GEOID03.
 AI0871
 AI0871;                    North         East     Units Scale Factor Converg.
 AI0871;SPC NC       -    77,414.049   742,254.077   MT  0.99997237   +0 49 59.2
 AI0871;SPC NC       -   253,982.59  2,435,211.92   sFT  0.99997237   +0 49 59.2
 AI0871;UTM  18      - 3,813,814.847   265,100.233   MT  1.00028018   -1 26 47.3
 AI0871
 AI0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0871!SPC NC       -   1.00000547  x   0.99997237  =   0.99997784
 AI0871!UTM  18      -   1.00000547  x   1.00028018  =   1.00028565
 AI0871
 AI0871                          SUPERSEDED SURVEY CONTROL
 AI0871
 AI0871  NAD 83(1986)-  34 26 20.95257(N)    077 33 23.64943(W) AD(       ) 2
 AI0871
 AI0871.Superseded values are not recommended for survey control.
 AI0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0871.See file dsdata.txt to determine how the superseded data were derived.
 AI0871
 AI0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6510013815(NAD 83)
 AI0871_MARKER: DZ = AZIMUTH MARK DISK
 AI0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0871_STAMPING: BRYSON 1988
 AI0871_MARK LOGO: NCGS  
 AI0871_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0871+STABILITY: SURFACE MOTION
 AI0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0871+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AI0871
 AI0871  HISTORY     - Date     Condition        Report By
 AI0871  HISTORY     - 1988     MONUMENTED       NCGS
 AI0871  HISTORY     - 20070718 GOOD             INDIV
 AI0871
 AI0871                          STATION DESCRIPTION
 AI0871
 AI0871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0871'STATION IS LOCATED ABOUT 1.00 KM (0.60 MI) WEST-NORTHWEST OF SURF
 AI0871'CITY. ALONG NC 210/NC 50 FOR 1.05 KM (0.65 MI) NORTHWEST FROM THE
 AI0871'DRAWBRIDGE OVER THE AIWW, OPPOSITE AN ELECTRICAL SUBSTATION. MARK IS
 AI0871'ABOUT LEVEL WITH HIGHWAY AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AI0871'7.32 M (24.02 FT) SOUTHWEST OF THE CENTERLINE OF NC 210/NC 50, 8.38 M
 AI0871'(27.49 FT) NORTHEAST OF THE EAST EDGE OF A CHAINLINK FENCE, 17.07 M
 AI0871'(56.00 FT) SOUTHEAST OF A PEDESTAL, 18.75 M (61.52 FT) NORTH OF THE
 AI0871'NORTH END OF A CULVERT--AND 8.08 M (26.51 FT) NORTH OF A POWER POLE,
 AI0871'27.28 M (89.50 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE
 AI0871'TAGS.
 AI0871
 AI0871                          STATION RECOVERY (2007)
 AI0871
 AI0871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 AI0871'RECOVERED AS DESCRIBED IN SHOULDER OF NC 50 ADJACENT TO THE
 AI0871'JONES-ONSLOW ELECTRIC SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5033 ***********************************************************************
 AJ5033  DESIGNATION -  BSI 16
 AJ5033  PID         -  AJ5033
 AJ5033  STATE/COUNTY-  NC/BRUNSWICK
 AJ5033  USGS QUAD   -  CAPE FEAR (1970)
 AJ5033
 AJ5033                         *CURRENT SURVEY CONTROL
 AJ5033  ___________________________________________________________________
 AJ5033* NAD 83(2007)-  33 51 38.85340(N)    078 00 17.73308(W)     ADJUSTED  
 AJ5033* NAVD 88     -         2.2    (meters)       7.     (feet)  GPS OBS   
 AJ5033  ___________________________________________________________________
 AJ5033  EPOCH DATE  -        2002.00
 AJ5033  X           -   1,101,870.333 (meters)                     COMP
 AJ5033  Y           -  -5,186,084.683 (meters)                     COMP
 AJ5033  Z           -   3,533,615.250 (meters)                     COMP
 AJ5033  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 AJ5033  ELLIP HEIGHT-         -35.239 (meters)          (02/10/07) ADJUSTED
 AJ5033  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 AJ5033
 AJ5033  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5033  Type    PID    Designation                      North   East  Ellip
 AJ5033  -------------------------------------------------------------------
 AJ5033  NETWORK AJ5033 BSI 16                            0.96   0.76   2.37
 AJ5033  -------------------------------------------------------------------
 AJ5033
 AJ5033.The horizontal coordinates were established by GPS observations
 AJ5033.and adjusted by the National Geodetic Survey in February 2007.
 AJ5033
 AJ5033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5033.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5033.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5033.The epoch date for horizontal control is a decimal equivalence
 AJ5033.of Year/Month/Day.
 AJ5033
 AJ5033.The orthometric height was determined by GPS observations and a
 AJ5033.high-resolution geoid model.
 AJ5033
 AJ5033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5033
 AJ5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5033
 AJ5033.The ellipsoidal height was determined by GPS observations
 AJ5033.and is referenced to NAD 83.
 AJ5033
 AJ5033.The geoid height was determined by GEOID03.
 AJ5033
 AJ5033;                    North         East     Units Scale Factor Converg.
 AJ5033;SPC NC       -    12,752.873   701,694.207   MT  1.00016431   +0 34 27.6
 AJ5033;SPC NC       -    41,840.05  2,302,141.74   sFT  1.00016431   +0 34 27.6
 AJ5033;UTM  17      - 3,750,758.517   777,087.183   MT  1.00054660   +1 40 11.5
 AJ5033;UTM  18      - 3,750,785.140   222,001.074   MT  1.00055284   -1 40 31.3
 AJ5033
 AJ5033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5033!SPC NC       -   1.00000553  x   1.00016431  =   1.00016984
 AJ5033!UTM  17      -   1.00000553  x   1.00054660  =   1.00055214
 AJ5033!UTM  18      -   1.00000553  x   1.00055284  =   1.00055838
 AJ5033
 AJ5033                          SUPERSEDED SURVEY CONTROL
 AJ5033
 AJ5033  NAD 83(2001)-  33 51 38.85353(N)    078 00 17.73267(W) AD(       ) 1
 AJ5033  ELLIP H (03/13/03)  -35.226  (m)                       GP(       ) 4 2
 AJ5033  NAD 83(1986)-  33 51 38.86392(N)    078 00 17.74283(W) AD(       ) 1
 AJ5033
 AJ5033.Superseded values are not recommended for survey control.
 AJ5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5033.See file dsdata.txt to determine how the superseded data were derived.
 AJ5033
 AJ5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7708750759(NAD 83)
 AJ5033_MARKER: DD = SURVEY DISK
 AJ5033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ5033_STAMPING: BSI 16
 AJ5033_MARK LOGO: NCGS  
 AJ5033_PROJECTION: RECESSED 4 CENTIMETERS
 AJ5033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5033+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 AJ5033_ROD/PIPE-DEPTH: 1    meters
 AJ5033
 AJ5033  HISTORY     - Date     Condition        Report By
 AJ5033  HISTORY     - 1997     MONUMENTED       LOCSUR
 AJ5033  HISTORY     - 20000321 GOOD             NCGS
 AJ5033  HISTORY     - 20040320 GOOD             USPSQD
 AJ5033  HISTORY     - 20050327 GOOD             USPSQD
 AJ5033  HISTORY     - 20060902 GOOD             USPSQD
 AJ5033
 AJ5033                          STATION DESCRIPTION
 AJ5033
 AJ5033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5033'STATION IS LOCATED ON BALD HEAD ISLAND AT THE ENTRANCE TO THE BALD
 AJ5033'HEAD ISLAND CLUB.  PROCEED ALONG MARINA WYND FOR 0.2 MI (0.3 KM) SOUTH
 AJ5033'FROM THE FERRY DOCK TO WEST BALD HEAD WYND, THENCE SOUTHWEST AND THEN
 AJ5033'SOUTH ALONG WEST BALD HEAD WYND (TURNS INTO SOUTH BALD HEAD WYND) FOR
 AJ5033'1.15 MI (1.85 KM) TO THE DIVIDED ENTRANCE TO THE BALD HEAD ISLAND CLUB
 AJ5033'HOUSE AND THE STATION NEAR THE CENTERLINE OF THE GRASS MEDIAN AT THE
 AJ5033'ENTRANCE.  MARK IS ABOUT LEVEL THE ENTRANCE ROAD AND IS RECESSED
 AJ5033'2-INCHES BELOW GROUND.  LOCATED ABOUT 99 FT (30.2 M) NORTHEAST OF THE
 AJ5033'CENTERLINE OF SOUTH BALD HEAD WYND, 8.8 FT (2.7 M) NORTHWEST OF THE
 AJ5033'FACE OF THE SOUTHEAST MEDIAN CURB, 9.3 FT (2.8 M) SOUTHEAST OF THE
 AJ5033'NORTHWEST MEDIAN CURB AND 104.1 FT (31.7 M) SOUTHWEST OF THE NORTHEAST
 AJ5033'END OF THE MEDIAN.
 AJ5033
 AJ5033                          STATION RECOVERY (2004)
 AJ5033
 AJ5033'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ5033'RECOVERED IN GOOD CONDITION.
 AJ5033
 AJ5033                          STATION RECOVERY (2005)
 AJ5033
 AJ5033'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5033'RECOVERED IN GOOD CONDITION.
 AJ5033
 AJ5033                          STATION RECOVERY (2006)
 AJ5033
 AJ5033'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ5033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5035 ***********************************************************************
 AJ5035  DESIGNATION -  BSI 20
 AJ5035  PID         -  AJ5035
 AJ5035  STATE/COUNTY-  NC/BRUNSWICK
 AJ5035  USGS QUAD   -  CAPE FEAR (1970)
 AJ5035
 AJ5035                         *CURRENT SURVEY CONTROL
 AJ5035  ___________________________________________________________________
 AJ5035* NAD 83(2007)-  33 51 00.11777(N)    077 57 41.31886(W)     ADJUSTED  
 AJ5035* NAVD 88     -         4.1    (meters)      13.     (feet)  GPS OBS   
 AJ5035  ___________________________________________________________________
 AJ5035  EPOCH DATE  -        2002.00
 AJ5035  X           -   1,105,941.702 (meters)                     COMP
 AJ5035  Y           -  -5,185,899.355 (meters)                     COMP
 AJ5035  Z           -   3,532,625.136 (meters)                     COMP
 AJ5035  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AJ5035  ELLIP HEIGHT-         -33.433 (meters)          (02/10/07) ADJUSTED
 AJ5035  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 AJ5035
 AJ5035  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5035  Type    PID    Designation                      North   East  Ellip
 AJ5035  -------------------------------------------------------------------
 AJ5035  NETWORK AJ5035 BSI 20                            0.98   0.73   2.37
 AJ5035  -------------------------------------------------------------------
 AJ5035
 AJ5035.The horizontal coordinates were established by GPS observations
 AJ5035.and adjusted by the National Geodetic Survey in February 2007.
 AJ5035
 AJ5035.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5035.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5035.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5035.The epoch date for horizontal control is a decimal equivalence
 AJ5035.of Year/Month/Day.
 AJ5035
 AJ5035.The orthometric height was determined by GPS observations and a
 AJ5035.high-resolution geoid model.
 AJ5035
 AJ5035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5035
 AJ5035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5035
 AJ5035.The ellipsoidal height was determined by GPS observations
 AJ5035.and is referenced to NAD 83.
 AJ5035
 AJ5035.The geoid height was determined by GEOID03.
 AJ5035
 AJ5035;                    North         East     Units Scale Factor Converg.
 AJ5035;SPC NC       -    11,600.441   705,727.651   MT  1.00016882   +0 35 57.9
 AJ5035;SPC NC       -    38,059.11  2,315,374.80   sFT  1.00016882   +0 35 57.9
 AJ5035;UTM  18      - 3,749,474.766   225,987.652   MT  1.00052570   -1 39 02.3
 AJ5035;UTM  17      - 3,749,682.943   781,143.509   MT  1.00057452   +1 41 37.1
 AJ5035
 AJ5035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5035!SPC NC       -   1.00000525  x   1.00016882  =   1.00017407
 AJ5035!UTM  18      -   1.00000525  x   1.00052570  =   1.00053095
 AJ5035!UTM  17      -   1.00000525  x   1.00057452  =   1.00057977
 AJ5035
 AJ5035                          SUPERSEDED SURVEY CONTROL
 AJ5035
 AJ5035  NAD 83(2001)-  33 51 00.11790(N)    077 57 41.31846(W) AD(       ) 1
 AJ5035  ELLIP H (03/13/03)  -33.420  (m)                       GP(       ) 4 2
 AJ5035  NAD 83(1986)-  33 51 00.12829(N)    077 57 41.32861(W) AD(       ) 1
 AJ5035
 AJ5035.Superseded values are not recommended for survey control.
 AJ5035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5035.See file dsdata.txt to determine how the superseded data were derived.
 AJ5035
 AJ5035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2598849475(NAD 83)
 AJ5035_MARKER: A = ALUMINUM MARKER
 AJ5035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ5035_STAMPING: BSI 20
 AJ5035_PROJECTION: PROJECTING 10 CENTIMETERS
 AJ5035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5035+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 AJ5035_ROD/PIPE-DEPTH: 1    meters
 AJ5035
 AJ5035  HISTORY     - Date     Condition        Report By
 AJ5035  HISTORY     - 1997     MONUMENTED       NCGS
 AJ5035  HISTORY     - 20000321 GOOD             NCGS
 AJ5035  HISTORY     - 20050116 GOOD             USPSQD
 AJ5035  HISTORY     - 20060903 GOOD             USPSQD
 AJ5035
 AJ5035                          STATION DESCRIPTION
 AJ5035
 AJ5035'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5035'STATION IS LOCATED ON BALD HEAD ISLAND AT THE BOUNDARY BETWEEN BALD
 AJ5035'HEAD ISLAND AND MIDDLE ISLAND ABOUT 0.7 MI (1.1 KM) NORTH OF THE POINT
 AJ5035'OF CAPE FEAR.  PROCEED ALONG MARINA WYND FOR 0.2 MI (0.3 KM) SOUTH
 AJ5035'FROM THE FERRY DOCK TO NORTH BALD HEAD WYND, THENCE SOUTHEAST ALONG
 AJ5035'NORTH BALD HEAD WYND FOR 1.43 MI (2.30 KM) TO FEDERAL ROAD, THENCE
 AJ5035'SOUTHEAST ALONG FEDERAL ROAD FOR 2.0 MI (3.2 KM) TO THE BOUNDARY FOR
 AJ5035'MIDDLE ISLAND, A VEHICLE BEACH ACCESS AND THE STATION, ON THE
 AJ5035'NORTHWEST SIDE OF THE ROAD, ON A 4-FT HIGH SAND DUNE.  MARK IS ABOUT
 AJ5035'4-FT HIGHER THAN FEDERAL ROAD AND PROJECTS 2-INCHES ABOVE GROUND.
 AJ5035'MARK IS LOCATED 31.2 FT (9.5 M) NORTHEAST OF THE CENTERLINE OF FEDERAL
 AJ5035'ROAD, 102.0 FT (31.1 M) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, AND
 AJ5035'94.8 FT (28.9 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 AJ5035
 AJ5035                          STATION RECOVERY (2005)
 AJ5035
 AJ5035'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5035'RECOVERED IN GOOD CONDITION.
 AJ5035
 AJ5035                          STATION RECOVERY (2006)
 AJ5035
 AJ5035'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ5035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5034 ***********************************************************************
 AJ5034  DESIGNATION -  BSI 23
 AJ5034  PID         -  AJ5034
 AJ5034  STATE/COUNTY-  NC/BRUNSWICK
 AJ5034  USGS QUAD   -  SOUTHPORT (1990)
 AJ5034
 AJ5034                         *CURRENT SURVEY CONTROL
 AJ5034  ___________________________________________________________________
 AJ5034* NAD 83(2007)-  33 52 31.52513(N)    078 00 07.79056(W)     ADJUSTED  
 AJ5034* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 AJ5034  ___________________________________________________________________
 AJ5034  EPOCH DATE  -        2002.00
 AJ5034  X           -   1,101,932.577 (meters)                     COMP
 AJ5034  Y           -  -5,185,148.160 (meters)                     COMP
 AJ5034  Z           -   3,534,963.599 (meters)                     COMP
 AJ5034  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 AJ5034  ELLIP HEIGHT-         -33.718 (meters)          (02/10/07) ADJUSTED
 AJ5034  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AJ5034
 AJ5034  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5034  Type    PID    Designation                      North   East  Ellip
 AJ5034  -------------------------------------------------------------------
 AJ5034  NETWORK AJ5034 BSI 23                            0.90   0.69   2.23
 AJ5034  -------------------------------------------------------------------
 AJ5034
 AJ5034.The horizontal coordinates were established by GPS observations
 AJ5034.and adjusted by the National Geodetic Survey in February 2007.
 AJ5034
 AJ5034.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5034.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5034.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5034.The epoch date for horizontal control is a decimal equivalence
 AJ5034.of Year/Month/Day.
 AJ5034
 AJ5034.The orthometric height was determined by GPS observations and a
 AJ5034.high-resolution geoid model.
 AJ5034
 AJ5034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5034
 AJ5034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5034
 AJ5034.The ellipsoidal height was determined by GPS observations
 AJ5034.and is referenced to NAD 83.
 AJ5034
 AJ5034.The geoid height was determined by GEOID03.
 AJ5034
 AJ5034;                    North         East     Units Scale Factor Converg.
 AJ5034;SPC NC       -    14,378.493   701,933.486   MT  1.00015822   +0 34 33.3
 AJ5034;SPC NC       -    47,173.44  2,302,926.78   sFT  1.00015822   +0 34 33.3
 AJ5034;UTM  17      - 3,752,389.045   777,295.410   MT  1.00054802   +1 40 19.3
 AJ5034;UTM  18      - 3,752,400.743   222,304.109   MT  1.00055076   -1 40 28.0
 AJ5034
 AJ5034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5034!SPC NC       -   1.00000529  x   1.00015822  =   1.00016351
 AJ5034!UTM  17      -   1.00000529  x   1.00054802  =   1.00055332
 AJ5034!UTM  18      -   1.00000529  x   1.00055076  =   1.00055606
 AJ5034
 AJ5034                          SUPERSEDED SURVEY CONTROL
 AJ5034
 AJ5034  NAD 83(2001)-  33 52 31.52526(N)    078 00 07.79016(W) AD(       ) 1
 AJ5034  ELLIP H (03/13/03)  -33.705  (m)                       GP(       ) 4 2
 AJ5034  NAD 83(1986)-  33 52 31.53565(N)    078 00 07.80032(W) AD(       ) 1
 AJ5034
 AJ5034.Superseded values are not recommended for survey control.
 AJ5034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5034.See file dsdata.txt to determine how the superseded data were derived.
 AJ5034
 AJ5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7729552389(NAD 83)
 AJ5034_MARKER: DD = SURVEY DISK
 AJ5034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ5034_STAMPING: BSI 23
 AJ5034_MARK LOGO: NCGS  
 AJ5034_PROJECTION: PROJECTING 7 CENTIMETERS
 AJ5034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5034+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 AJ5034_ROD/PIPE-DEPTH: 1    meters
 AJ5034
 AJ5034  HISTORY     - Date     Condition        Report By
 AJ5034  HISTORY     - 1997     MONUMENTED       LOCSUR
 AJ5034  HISTORY     - 20000321 GOOD             NCGS
 AJ5034  HISTORY     - 20040320 GOOD             USPSQD
 AJ5034  HISTORY     - 20050327 GOOD             USPSQD
 AJ5034  HISTORY     - 20060902 GOOD             USPSQD
 AJ5034
 AJ5034                          STATION DESCRIPTION
 AJ5034
 AJ5034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5034'STATION IS LOCATED ON BALD HEAD ISLAND, NEAR THE BALD HEAD ISLAND
 AJ5034'ADMINISTRATION BUILDING (180+ FEET WEST OF) AND ABOUT 700+FEET SOUTH
 AJ5034'OF THE HARBOR ENTRANCE, IN THE TOP OF THE T-INTERSECTION OF TWO LOW
 AJ5034'DUNE LINES, ALSO, ABOUT 0.2 MI (0.3 KM) NORTHWEST OF THE BALD HEAD
 AJ5034'ISLAND LIGHT HOUSE.  MARK IS ABOUT 5-FT HIGHER PAVED ROAD NEARBY AND
 AJ5034'PROJECTS 4-INCHES ABOVE GROUND.  LOCATED 119.2 FT (36.3 M) WEST OF THE
 AJ5034'CENTERLINE OF MARINA WYND, 111.4 FT (34.0 M) NORTH-NORTHWEST OF THE
 AJ5034'NORTH CORNER OF A SMALL WOOD FRAME BUILDING, AND 1.0 FT (0.3 M)
 AJ5034'NORTHWEST OF A FIBER GLASS WITNESS POST.
 AJ5034
 AJ5034                          STATION RECOVERY (2004)
 AJ5034
 AJ5034'RECOVERY NOTE BY US POWER SQUADRON 2004
 AJ5034'RECOVERED IN GOOD CONDITION.
 AJ5034
 AJ5034                          STATION RECOVERY (2005)
 AJ5034
 AJ5034'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5034'RECOVERED IN GOOD CONDITION.
 AJ5034
 AJ5034                          STATION RECOVERY (2006)
 AJ5034
 AJ5034'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ5034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7954 ***********************************************************************
 AF7954  DESIGNATION -  BUBBA
 AF7954  PID         -  AF7954
 AF7954  STATE/COUNTY-  NC/NASH
 AF7954  USGS QUAD   -  RED OAK (1963)
 AF7954
 AF7954                         *CURRENT SURVEY CONTROL
 AF7954  ___________________________________________________________________
 AF7954* NAD 83(2001)-  36 01 29.35332(N)    077 53 08.15153(W)     ADJUSTED  
 AF7954* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 AF7954  ___________________________________________________________________
 AF7954  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AF7954  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AF7954  HORZ ORDER  -  SECOND
 AF7954
 AF7954.The horizontal coordinates were established by classical geodetic methods
 AF7954.and adjusted by the National Geodetic Survey in August 2005.
 AF7954
 AF7954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7954
 AF7954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7954
 AF7954.The geoid height was determined by GEOID03.
 AF7954
 AF7954;                    North         East     Units Scale Factor Converg.
 AF7954;SPC NC       -   252,918.435   710,042.575   MT  0.99996350   +0 38 35.5
 AF7954;SPC NC       -   829,783.23  2,329,531.35   sFT  0.99996350   +0 38 35.5
 AF7954;UTM  18      - 3,990,554.312   239,975.300   MT  1.00043320   -1 41 53.1
 AF7954
 AF7954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7954!SPC NC       -   0.99999595  x   0.99996350  =   0.99995945
 AF7954!UTM  18      -   0.99999595  x   1.00043320  =   1.00042915
 AF7954
 AF7954                          SUPERSEDED SURVEY CONTROL
 AF7954
 AF7954  NAD 83(1986)-  36 01 29.35881(N)    077 53 08.16196(W) AD(       ) 2
 AF7954  NGVD 29 (06/05/98)   60.8    (m)          199.     (f) VERT ANG    3  
 AF7954
 AF7954.Superseded values are not recommended for survey control.
 AF7954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7954.See file dsdata.txt to determine how the superseded data were derived.
 AF7954
 AF7954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3997590554(NAD 83)
 AF7954_MARKER: DH = HORIZONTAL CONTROL DISK
 AF7954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7954_STAMPING: BUBBA 1983
 AF7954_MARK LOGO: NCGS  
 AF7954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7954+STABILITY: SURFACE MOTION
 AF7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7954+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AF7954
 AF7954  HISTORY     - Date     Condition        Report By
 AF7954  HISTORY     - 1983     MONUMENTED       NCGS
 AF7954  HISTORY     - 19970625 GOOD             NCGS
 AF7954  HISTORY     - 20051205 GOOD             USPSQD
 AF7954
 AF7954                          STATION DESCRIPTION
 AF7954
 AF7954'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7954'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF NASHVILLE AND
 AF7954'7.5 MI (12.1 KM) NORTHWEST OF ROCKY MOUNT. ALONG NC 43 FOR 1.4 MI (2.3
 AF7954'KM) NORTHWEST FROM THE I 95 UNDERPASS AND 0.25 MI (0.40 KM) SOUTHEAST
 AF7954'OF THE INTERSECTION WITH SR 1606 (TURKEY FOOT ROAD), AT THE WEST SIDE
 AF7954'OF A DIRT FARM ROAD LEADING NORTH.  MARK IS RECESSED 1 INCH BELOW
 AF7954'GROUND AND IS 1-FOOT LOWER THAN THE HIGHWAY. LOCATED 28.6 FT (8.7 M)
 AF7954'NORTHEAST OF CENTERLINE OF HIGHWAY, 21.0 FT (6.4 M) WEST OF CENTERLINE
 AF7954'OF FARM ROAD, 13.0 FT (4.0 M) EAST-NORTHEAST OF SOUTH END OF HEADWALL,
 AF7954'03.2 FT (1.0 M) NORTHWEST OF END OF GUY ANCHOR--AND 10.3 FT (3.1 M)
 AF7954'SOUTHWEST OF POWER POLE (129), 20.5 FT (6.2 M) SOUTHEAST OF FENCE
 AF7954'POST, 76.4 FT (23.3 M) NORTH OF A TELEPHONE POLE (160)--ALL WITH
 AF7954'REFERENCE TAGS.
 AF7954
 AF7954                          STATION RECOVERY (1997)
 AF7954
 AF7954'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AF7954'RECOVERED IN GOOD CONDITION WITH FOLLOWING CHANGES. STATION IS 0.2 MI
 AF7954'(0.3 KM) SOUTHEAST OF SR 1606 (TURKEY FOOT RD), RECESSED 3-INCHES
 AF7954'BELOW GROUND. LOCATED 29.0 FT (8.8 M) NORTHEAST OF THE CENTERLINE OF
 AF7954'NC 43, 21.0 FT (6.4 M) NORTHWEST OF THE CENTERLINE OF FARM ROAD, 12.3
 AF7954'FT (3.7 M) SOUTHWEST OF POWER POLE KS25LAB, AND 11.4 FT (3.5 M)
 AF7954'SOUTHEAST OF THE NORTHEAST END OF 18-INCH CULVERT. HEADWALL AND POWER
 AF7954'POLE 160 NO LONGER EXIST.
 AF7954
 AF7954                          STATION RECOVERY (2005)
 AF7954
 AF7954'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF7954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8391 ***********************************************************************
 AE8391  DESIGNATION -  BUBBLE
 AE8391  PID         -  AE8391
 AE8391  STATE/COUNTY-  NC/STANLY
 AE8391  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 AE8391
 AE8391                         *CURRENT SURVEY CONTROL
 AE8391  ___________________________________________________________________
 AE8391* NAD 83(2001)-  35 12 20.17331(N)    080 05 24.96330(W)     ADJUSTED  
 AE8391* NAVD 88     -        97.5    (meters)     320.     (feet)  VERTCON   
 AE8391  ___________________________________________________________________
 AE8391  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AE8391  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AE8391  HORZ ORDER  -  SECOND
 AE8391
 AE8391.The horizontal coordinates were established by classical geodetic methods
 AE8391.and adjusted by the National Geodetic Survey in August 2005.
 AE8391
 AE8391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8391
 AE8391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8391
 AE8391.The geoid height was determined by GEOID03.
 AE8391
 AE8391;                    North         East     Units Scale Factor Converg.
 AE8391;SPC NC       -   162,015.106   510,336.898   MT  0.99987291   -0 37 45.4
 AE8391;SPC NC       -   531,544.56  1,674,330.31   sFT  0.99987291   -0 37 45.4
 AE8391;UTM  17      - 3,896,223.139   582,807.581   MT  0.99968451   +0 31 28.2
 AE8391
 AE8391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8391!SPC NC       -   0.99998948  x   0.99987291  =   0.99986240
 AE8391!UTM  17      -   0.99998948  x   0.99968451  =   0.99967400
 AE8391
 AE8391                          SUPERSEDED SURVEY CONTROL
 AE8391
 AE8391  NAD 83(1986)-  35 12 20.18514(N)    080 05 24.97523(W) AD(       ) 2
 AE8391  NGVD 29 (04/08/98)   97.8    (m)          321.     (f) VERT ANG    3  
 AE8391
 AE8391.Superseded values are not recommended for survey control.
 AE8391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8391.See file dsdata.txt to determine how the superseded data were derived.
 AE8391
 AE8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8280896223(NAD 83)
 AE8391_MARKER: DE = TRAVERSE STATION DISK
 AE8391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8391_STAMPING: BUBBLE 1983
 AE8391_MARK LOGO: NCGS  
 AE8391_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8391+STABILITY: SURFACE MOTION
 AE8391
 AE8391  HISTORY     - Date     Condition        Report By
 AE8391  HISTORY     - 1983     MONUMENTED       NCGS
 AE8391
 AE8391                          STATION DESCRIPTION
 AE8391
 AE8391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8391'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) SOUTHEAST OF NORWOOD ABOUT
 AE8391'8.2 KM (5.10 MI) WEST OF MT. GILEAD.$ALONG NC 731 FOR 2.0 KM (1.25 MI)
 AE8391'EAST FROM NC 52, ON THE NORTH SIDE OF THE HIGHWAY ON A CUT NEAR A
 AE8391'FENCE LINE, OR 0.7 KM (0.45 MI) WEST OF SR 1770.$MARK IS FLUSH WITH
 AE8391'GROUND AND IS ABOUT 8-FEET HIGHER THAN THE HIGHWAY. LOCATED 21.9 M
 AE8391'(71.9 FT) NORTH OF THE CENTERLINE OF NC 731--AND 3.9 M (12.8 FT)
 AE8391'EAST-NORTHEAST OF A POWER POLE, 3.1 M (10.2 FT) EAST-SOUTHEAST OF A
 AE8391'GUY WIRE ANCHOR, 1.5 M (4.9 FT) SOUTH OF A FENCE POST, 10.7 M (35.1
 AE8391'FT) WEST OF A FENCE POST--ALL FOUR WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7965 ***********************************************************************
 AF7965  DESIGNATION -  BUBBLE
 AF7965  PID         -  AF7965
 AF7965  STATE/COUNTY-  NC/NASH
 AF7965  USGS QUAD   -  NASHVILLE (1977)
 AF7965
 AF7965                         *CURRENT SURVEY CONTROL
 AF7965  ___________________________________________________________________
 AF7965* NAD 83(2001)-  35 58 36.22315(N)    077 55 42.92620(W)     ADJUSTED  
 AF7965* NAVD 88     -        49.6    (meters)     163.     (feet)  VERTCON   
 AF7965  ___________________________________________________________________
 AF7965  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AF7965  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AF7965  HORZ ORDER  -  SECOND
 AF7965
 AF7965.The horizontal coordinates were established by classical geodetic methods
 AF7965.and adjusted by the National Geodetic Survey in August 2005.
 AF7965
 AF7965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7965
 AF7965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7965
 AF7965.The geoid height was determined by GEOID03.
 AF7965
 AF7965;                    North         East     Units Scale Factor Converg.
 AF7965;SPC NC       -   247,540.100   706,225.352   MT  0.99995252   +0 37 06.2
 AF7965;SPC NC       -   812,137.81  2,317,007.68   sFT  0.99995252   +0 37 06.2
 AF7965;UTM  18      - 3,985,333.807   235,939.647   MT  1.00045927   -1 43 17.1
 AF7965;UTM  17      - 3,985,730.388   776,941.563   MT  1.00054516   +1 48 19.7
 AF7965
 AF7965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7965!SPC NC       -   0.99999765  x   0.99995252  =   0.99995017
 AF7965!UTM  18      -   0.99999765  x   1.00045927  =   1.00045692
 AF7965!UTM  17      -   0.99999765  x   1.00054516  =   1.00054281
 AF7965
 AF7965                          SUPERSEDED SURVEY CONTROL
 AF7965
 AF7965  NAD 83(1986)-  35 58 36.22966(N)    077 55 42.93663(W) AD(       ) 2
 AF7965  NGVD 29 (06/05/98)   49.9    (m)          164.     (f) VERT ANG    3  
 AF7965
 AF7965.Superseded values are not recommended for survey control.
 AF7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7965.See file dsdata.txt to determine how the superseded data were derived.
 AF7965
 AF7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3594085334(NAD 83)
 AF7965_MARKER: DE = TRAVERSE STATION DISK
 AF7965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7965_STAMPING: BUBBLE 1983
 AF7965_MARK LOGO: NCGS  
 AF7965_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7965+STABILITY: SURFACE MOTION
 AF7965
 AF7965  HISTORY     - Date     Condition        Report By
 AF7965  HISTORY     - 1983     MONUMENTED       NCGS
 AF7965
 AF7965                          STATION DESCRIPTION
 AF7965
 AF7965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AF7965'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF NASHVILLE AND ABOUT
 AF7965'4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF RED OAK. ALONG US 64 FOR 2.9 MI
 AF7965'(4.7 KM) WEST FROM THE I 95 UNDERPASS, 0.5 MI (0.8 KM) EAST OF THE US
 AF7965'64 BUSINESS BRIDGE, AND ABOUT 400-FEET WEST OF THE WEST END OF
 AF7965'GUARDRAIL. MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED
 AF7965'47.5 FT (14.5 M) NORTH OF CENTERLINE OF WEST BOUND LANES, 34.0 FT
 AF7965'(10.4 M) WEST-NORTHWEST OF CENTER OF STORM DRAIN--AND 200.3 FT (61.1
 AF7965'M) EAST-SOUTHEAST OF CORNER FENCE POST, 28.6 FT (8.7 M) SOUTH OF A
 AF7965'4-INCH GUM, 91.4 FT (27.9 M) WEST-SOUTHWEST OF A 6-INCH GUM--ALL WITH
 AF7965'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2085 ***********************************************************************
 EB2085  DESIGNATION -  BUCHANAN
 EB2085  PID         -  EB2085
 EB2085  STATE/COUNTY-  NC/SAMPSON
 EB2085  USGS QUAD   -  BONNETSVILLE (1986)
 EB2085
 EB2085                         *CURRENT SURVEY CONTROL
 EB2085  ___________________________________________________________________
 EB2085* NAD 83(2001)-  34 57 07.52337(N)    078 29 37.40724(W)     ADJUSTED  
 EB2085* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 EB2085  ___________________________________________________________________
 EB2085  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 EB2085  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 EB2085  HORZ ORDER  -  SECOND
 EB2085
 EB2085.The horizontal coordinates were established by classical geodetic methods
 EB2085.and adjusted by the National Geodetic Survey in August 2005.
 EB2085
 EB2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2085
 EB2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2085
 EB2085.The geoid height was determined by GEOID03.
 EB2085
 EB2085;                    North         East     Units Scale Factor Converg.
 EB2085;SPC NC       -   133,465.999   655,839.667   MT  0.99988619   +0 17 31.9
 EB2085;SPC NC       -   437,879.70  2,151,700.64   sFT  0.99988619   +0 17 31.9
 EB2085;UTM  17      - 3,870,598.713   728,860.318   MT  1.00024558   +1 26 11.2
 EB2085
 EB2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2085!SPC NC       -   0.99999921  x   0.99988619  =   0.99988540
 EB2085!UTM  17      -   0.99999921  x   1.00024558  =   1.00024479
 EB2085
 EB2085:                Primary Azimuth Mark                     Grid Az
 EB2085:SPC NC       -  WRENCH                                   258 34 20.5
 EB2085:UTM  17      -  WRENCH                                   257 25 41.2
 EB2085
 EB2085|---------------------------------------------------------------------|
 EB2085| PID    Reference Object                     Distance      Geod. Az  |
 EB2085|                                                           dddmmss.s |
 EB2085| EB2083 WRENCH                              APPROX. 0.5 KM 2585152.4 |
 EB2085|---------------------------------------------------------------------|
 EB2085
 EB2085                          SUPERSEDED SURVEY CONTROL
 EB2085
 EB2085  NAD 83(1986)-  34 57 07.52866(N)    078 29 37.41666(W) AD(       ) 2
 EB2085  NAD 27      -  34 57 06.91473(N)    078 29 38.39744(W) AD(       ) 2
 EB2085  NGVD 29 (07/19/86)   39.7    (m)          130.     (f) VERT ANG    3  
 EB2085
 EB2085.Superseded values are not recommended for survey control.
 EB2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2085.See file dsdata.txt to determine how the superseded data were derived.
 EB2085
 EB2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2886070599(NAD 83)
 EB2085_MARKER: DE = TRAVERSE STATION DISK
 EB2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2085_STAMPING: BUCHANAN 1973
 EB2085_MARK LOGO: NCGS  
 EB2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2085+STABILITY: SURFACE MOTION
 EB2085
 EB2085  HISTORY     - Date     Condition        Report By
 EB2085  HISTORY     - 1973     MONUMENTED       NCGS
 EB2085
 EB2085                          STATION DESCRIPTION
 EB2085
 EB2085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2085'BUCHANAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2085'THE VICINITY OF ROSEBORO, NORTH CAROLINA.
 EB2085'
 EB2085'BUCHANAN IS LOCATED APPROXIMATELY 0.9 MILE EAST OF ROSEBORO AND
 EB2085'10.2 MILES WSW OF CLINTON.  TO REACH STATION FROM THE INTERSECTION
 EB2085'OF NC 24 AND NC 242 IN ROSEBORO, PROCEED ESE ALONG NC 24 FOR 1.1
 EB2085'MILE TO STATION ON RIGHT ON A 5 FOOT BANK, AND 0.4 MILE WEST OF NC
 EB2085'24 BRIDGE OVER LITTLE COHARIE CREEK.
 EB2085'
 EB2085'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2085'BUCHANAN 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2085'WHICH IS 2 INCHES ABOVE THE GROUND.
 EB2085'
 EB2085'MARK IS
 EB2085'
 EB2085'30.7 FEET SSE OF C/L OF NC 24.
 EB2085'166.0 FEET WSW OF PP NO. 4440 WITH ALUMINUM REF. TAG.
 EB2085'82.8 FEET SE OF TELEGRAPH POLE NO. 809 WITH ALUMINUM REF. TAG.
 EB2085'110.0 FEET SW OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2518 ***********************************************************************
 FY2518  DESIGNATION -  BUCHANAN
 FY2518  PID         -  FY2518
 FY2518  STATE/COUNTY-  NC/WARREN
 FY2518  USGS QUAD   -  JOHN H KERR DAM (1981)
 FY2518
 FY2518                         *CURRENT SURVEY CONTROL
 FY2518  ___________________________________________________________________
 FY2518* NAD 83(2001)-  36 30 02.36349(N)    078 18 12.08827(W)     ADJUSTED  
 FY2518* NAVD 88     -       125.92   (+/-2cm)     413.1    (feet)  VERTCON   
 FY2518  ___________________________________________________________________
 FY2518  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 FY2518  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FY2518  HORZ ORDER  -  FIRST
 FY2518  VERT ORDER  -  THIRD ? (See Below)
 FY2518
 FY2518.The horizontal coordinates were established by classical geodetic methods
 FY2518.and adjusted by the National Geodetic Survey in August 2005.
 FY2518
 FY2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2518.The vertical order pertains to the NGVD 29 superseded value.
 FY2518
 FY2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2518
 FY2518.The geoid height was determined by GEOID03.
 FY2518
 FY2518;                    North         East     Units Scale Factor Converg.
 FY2518;SPC NC       -   305,375.941   672,020.005   MT  1.00011036   +0 24 07.5
 FY2518;SPC NC       - 1,001,887.57  2,204,785.63   sFT  1.00011036   +0 24 07.5
 FY2518;SPC VA S     - 1,018,587.186 3,517,618.263   MT  1.00005892   +0 07 09.6
 FY2518;SPC VA S     - 3,341,814.79 11,540,719.25   sFT  1.00005892   +0 07 09.6
 FY2518;UTM  17      - 4,042,863.178   741,522.758   MT  1.00031875   +1 36 17.4
 FY2518
 FY2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2518!SPC NC       -   0.99998538  x   1.00011036  =   1.00009574
 FY2518!SPC VA S     -   0.99998538  x   1.00005892  =   1.00004430
 FY2518!UTM  17      -   0.99998538  x   1.00031875  =   1.00030412
 FY2518
 FY2518:                Primary Azimuth Mark                     Grid Az
 FY2518:SPC NC       -  BUCHANAN RM 1 AZIMUTH                    000 11 59.7
 FY2518:SPC VA S     -  BUCHANAN RM 1 AZIMUTH                    000 28 57.6
 FY2518:UTM  17      -  BUCHANAN RM 1 AZIMUTH                    358 59 49.8
 FY2518
 FY2518|---------------------------------------------------------------------|
 FY2518| PID    Reference Object                     Distance      Geod. Az  |
 FY2518|                                                           dddmmss.s |
 FY2518| FY3979 BUCHANAN RM 1 AZIMUTH                              0003607.2 |
 FY2518| FY3980 BUCHANAN RM 2                        56.450 METERS 05509     |
 FY2518| FY3978 BUCHANAN AZ MK                                     1073204.6 |
 FY2518| FY3982 BUCHANAN RM 4                        23.860 METERS 15950     |
 FY2518| FY3981 BUCHANAN RM 3                        35.826 METERS 26022     |
 FY2518| FY4464 PARKSIGN                            253.190 METERS 31957     |
 FY2518|---------------------------------------------------------------------|
 FY2518
 FY2518                          SUPERSEDED SURVEY CONTROL
 FY2518
 FY2518  NAD 83(1993)-  36 30 02.36474(N)    078 18 12.08733(W) AD(       ) 1
 FY2518  NAD 83(1986)-  36 30 02.36111(N)    078 18 12.09607(W) AD(       ) 1
 FY2518  NAD 27      -  36 30 01.84400(N)    078 18 13.11300(W) AD(       ) 1
 FY2518  NGVD 29 (07/10/92)  126.21   (m)          414.1    (f) LEVELING    3  
 FY2518
 FY2518.Superseded values are not recommended for survey control.
 FY2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2518.See file dsdata.txt to determine how the superseded data were derived.
 FY2518
 FY2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4152342863(NAD 83)
 FY2518_MARKER: DS = TRIANGULATION STATION DISK
 FY2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2518_SP_SET: SQUARE CONCRETE MONUMENT
 FY2518_STAMPING: BUCHANAN 1933
 FY2518_MARK LOGO: CGS   
 FY2518_PROJECTION: FLUSH
 FY2518_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2518+STABILITY: SURFACE MOTION
 FY2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2518+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2007
 FY2518
 FY2518  HISTORY     - Date     Condition        Report By
 FY2518  HISTORY     - 1933     MONUMENTED       CGS
 FY2518  HISTORY     - 1933     GOOD             CGS
 FY2518  HISTORY     - 1958     GOOD             CGS
 FY2518  HISTORY     - 1961     GOOD             CGS
 FY2518  HISTORY     - 1969     GOOD             CGS
 FY2518  HISTORY     - 19850101 GOOD             NCGS
 FY2518  HISTORY     - 19950829 GOOD             NCGS
 FY2518  HISTORY     - 20070729 GOOD             GEOCAC
 FY2518
 FY2518                          STATION DESCRIPTION
 FY2518
 FY2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY2518'ABOUT 6-3/4 MILES EAST OF TOWNSVILLE, 6-3/4 MILES NORTHWEST OF
 FY2518'NORLINA, 3 MILES NORTH OF DREWRY, AND 3 MILES SOUTH OF
 FY2518'VIRGINIA-NORTH CAROLINA STATE LINE, ON PROPERTY OF R. L. BUCHANAN.
 FY2518'TO REACH FROM DREWRY, GO NORTH ABOUT 3 MILES FROM MAIN
 FY2518'INTERSECTION WITH WELL IN NORTHWEST CORNER, TURN RIGHT, AND
 FY2518'CONTINUE ABOUT 150 YARDS TO STATION SITE AT TOP OF RISE. STATION IS
 FY2518'28 FEET NORTH OF CENTER LINE OF EAST-AND-WEST SAND ROAD, 15
 FY2518'FEET NORTH OF RIGHT-OF-WAY FENCE, AND 13 FEET EAST OF FENCE LINE
 FY2518'SEPARATING WOODED YARD AND CULTIVATED FIELD.  SURFACE AND
 FY2518'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 FY2518'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK IN CONCRETE,
 FY2518'8 METERS (26 FEET) WEST OF NORTH-AND-SOUTH ROAD FROM
 FY2518'DREWRY, OPPOSITE YELLOW FARMHOUSE, 32 METERS (105 FEET) NORTH OF
 FY2518'FARM ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION N 00 DEG
 FY2518'36 MIN E.  REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN
 FY2518'LIMESTONE OUTCROP 18 INCHES HIGH BY 7 FEET LONG,, 7 FEET
 FY2518'SOUTHEAST OF 18-INCH OAK TREE, ABOUT 40 PACES WEST OF WEST SIDE OF
 FY2518'2-STORY WHITE FRAME FARMHOUSE, AND 185.18 FEET FROM STATION
 FY2518'N 55 DEG 09 MIN E.  REFERENCE MARK NO. 3 IS A STANDARD REFERENCE
 FY2518'DISK IN CONCRETE, 15 FEET NORTH OF CENTER LINE OF
 FY2518'EAST-AND-WEST ROAD, ABOUT 100 YARDS EAST OF NORTH-AND-SOUTH
 FY2518'ROAD, 2 FEET NORTH OF RIGHT-OF-WAY FENCE, AND 117.54 FEET FROM
 FY2518'STATION S 80 DEG 22 MIN W.
 FY2518
 FY2518                          STATION RECOVERY (1933)
 FY2518
 FY2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 FY2518'RECOVERED IN GOOD CONDITION.
 FY2518
 FY2518                          STATION RECOVERY (1958)
 FY2518
 FY2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCC)
 FY2518'STATION AND REFERENCE MARKS NO. 2 AND 3 WERE FOUND IN GOOD CONDITION
 FY2518'AS DESCRIBED.
 FY2518'
 FY2518'REFERENCE MARK NO. 1 (AZIMUTH MARK) WAS FOUND NEAR ITS ORIGINAL
 FY2518'POSITION.  IT HAD BEEN PULLED OUT OF THE GROUND BY HEAVY MACHINERY.
 FY2518'THE STATION MARK IS 18 FEET NORTH OF A MAIL BOX AND A 2-FOOT BANK
 FY2518'ALONG THE NORTH SIDE OF AN EAST-WEST ROAD.
 FY2518
 FY2518                          STATION RECOVERY (1961)
 FY2518
 FY2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE)
 FY2518'THE STATION MARK, REFERENCE MARKS NO. 2 AND 3 WERE RECOVERED AND
 FY2518'FOUND IN GOOD CONDITION.  THE DISTANCE FROM THE STATION TO THE
 FY2518'REFERENCE MARKS WAS MEASURED AND FOUND TO BE CORRECT.  REFERENCE
 FY2518'MARK NO. 1 (AZIMUTH MARK) WAS FOUND DESTROYED. AT THE REQUEST OF
 FY2518'THE NORTH CAROLINA STATE HIGHWAY DEPARTMENT, REFERENCE MARK
 FY2518'NO. 3 WAS DESTROYED AFTER REFERENCE MARK NO. 4 WAS SET. A COMPLETE
 FY2518'NEW DESCRIPTION FOLLOWS.
 FY2518'
 FY2518'STATION IS LOCATED ON THE NORTH SIDE OF SECONDARY STATE HIGHWAY 1219,
 FY2518'ABOUT 3 MILES SOUTH OF THE VIRGINIA-NORTH CAROLINA STATE LINE, 3
 FY2518'MILES NORTH OF THE VILLAGE OF DREWRY, AND 423 FEET EAST OF THE CENTER
 FY2518'OF THE INTERSECTION OF SECONDARY STATE HIGHWAYS 1200 AND 1219.  IT IS
 FY2518'127.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY GREEN
 FY2518'SHINGLE HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 FY2518'3 FEET SOUTH OF A C. AND G.S. WITNESS SIGN. THE MARK PROJECTS 4
 FY2518'INCHES AND THE DISK IS STAMPED BUCHANAN 1933.
 FY2518'
 FY2518'REFERENCE MARK NO. 2 IS 185.18 FEET NORTHEAST OF THE STATION.  IT IS
 FY2518'ABOUT 120 FEET SOUTHWEST OF THE WEST SIDE OF A TWO STORY WHITE FRAME
 FY2518'HOUSE, AND 7 FEET SOUTHEAST OF A 24 INCH OAK TREE.  THE MARK IS A
 FY2518'STANDARD REFERENCE DISK SET IN A LARGE IRREGULAR SHAPED LIMESTONE
 FY2518'ROCK OUTCROP PROJECTING 1 FOOT, AND IS STAMPED BUCHANAN NO 2 1933.
 FY2518'
 FY2518'REFERENCE MARK NO. 4 IS 72.25 FEET SOUTH OF THE STATION.  IT IS 45
 FY2518'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 1219, 59.8 FEET NORTHWEST
 FY2518'OF THE NORTHWEST CORNER OF THE ONE STORY GREEN SHINGLE HOUSE, 74
 FY2518'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, AND 3 FEET
 FY2518'EAST OF A POWER POLE. THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FY2518'STAMPED BUCHANAN NO 4 1933.
 FY2518'
 FY2518'TO REACH THE STATION FROM THE MAIN CROSS ROAD AT DREWRY, GO NORTH
 FY2518'ALONG SECONDARY STATE HIGHWAY 1200 FOR 3 MILES TO THE JUNCTION OF
 FY2518'SECONDARY STATE HIGHWAY 1219 AND STATION AS DESCRIBED.
 FY2518
 FY2518                          STATION RECOVERY (1969)
 FY2518
 FY2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2518'THE STATION MARK, REFERENCE MARKS 2 AND 4 WERE RECOVERED.  THE
 FY2518'STATION APPARENTLY HAS BEEN HIT BY HIGHWAY MACHINERY AS THE MARK IS
 FY2518'MARRED ON THE SOUTH SIDE, HOWEVER THE MARK APPEARS TO BE IN A SOLID
 FY2518'CONDITION. A DIFFERENCE IN DISTANCE AND DIRECTION WAS NOTED TO
 FY2518'REFERENCE MARK 4. AN AZIMUTH MARK WAS ESTABLISHED. FOLLOWING IS A NEW
 FY2518'DESCRIPTION.
 FY2518'
 FY2518'THE STATION IS ABOUT 8 MILES NORTHWEST OF NORLINA, 7 MILES WEST OF
 FY2518'WISE, 3 MILES NORTH OF DREWRY, 3 MILES SOUTH OF THE NORTH
 FY2518'CAROLINA-VIRGINIA STATE LINE AND ON THE NORTH RIGHT-OF-WAY OF
 FY2518'SECONDARY STATE HIGHWAY 1219.
 FY2518'
 FY2518'TO REACH THE STATION FROM THE MAIN CROSSROADS IN DREWRY, GO NORTH ON
 FY2518'SECONDARY STATE HIGHWAY 1200 FOR 3.0 MILES TO SECONDARY STATE
 FY2518'HIGHWAY 1219 ON THE RIGHT. TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 FY2518'THE STATION ON THE LEFT. CONTINUE EAST-SOUTHEAST ON HIGHWAY 1219 FOR
 FY2518'0.75 MILE TO CROSSROADS AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE
 FY2518'OF CROSSROADS.
 FY2518'
 FY2518'STATION MARK IS A STANDARD DISK, STAMPED BUCHANAN 1933, SET IN THE
 FY2518'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE
 FY2518'THE GROUND. IT IS 127.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FY2518'A HOUSE, 29.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY 1219 AND 2.0
 FY2518'FEET SOUTH OF A WITNESS POST.
 FY2518'
 FY2518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCHANAN NO 2 1933,
 FY2518'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP, THAT
 FY2518'PROJECTS 14 INCHES ABOVE THE GROUND. IT IS 147.0 FEET NORTH OF THE
 FY2518'CENTERLINE OF HIGHWAY 1219, 184.5 FEET NORTHEAST OF A WITNESS POST
 FY2518'AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 FY2518'
 FY2518'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED BUCHANAN NO 4 1933, SET
 FY2518'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 FY2518'ABOVE THE GROUND. IT IS 80.5 FEET SOUTHEAST OF THE WITNESS POST,
 FY2518'45.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 1219, 60.0 FEET
 FY2518'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 3.0 FEET EAST OF A
 FY2518'POWER LINE POLE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 FY2518'STATION.
 FY2518'
 FY2518'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCHANAN 1933 1968, SET IN
 FY2518'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 FY2518'FLUSH WITH THE GROUND. IT IS 59.0 FEET EAST-SOUTHEAST OF THE
 FY2518'CENTERLINE OF A GRAVELLED ROAD, 54.5 FEET NORTH-NORTHEAST OF THE
 FY2518'CENTERLINE OF HIGHWAY 1219, 23.5 FEET NORTH-NORTHEAST OF A WITNESS
 FY2518'POST AND 1.0 FEET WEST OF A NORTH-SOUTH FENCE.
 FY2518'
 FY2518'THE DISTANCE BETWEEN THE REFERENCE MARKS WERE NOT MEASURED DUE TO
 FY2518'OBSTRUCTIONS.
 FY2518
 FY2518                          STATION RECOVERY (1985)
 FY2518
 FY2518'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY2518'STATION WAS RECOVERED AT THIS DATE. REFERENCE MARK 2, REFERENCE MARK
 FY2518
 FY2518                          STATION RECOVERY (1995)
 FY2518
 FY2518'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY2518'RECOVERED AS DESCRIBED.
 FY2518
 FY2518                          STATION RECOVERY (2007)
 FY2518
 FY2518'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FY2518'THE STATION WAS RECOVERED AS DESCRIBED. ADD THAT STATION IS 7 FEET
 FY2518'EAST OF POWER POLE ECL02.
 FY2518' 
 FY2518'REFERENCE MARK NO.2 WAS RECOVERED IN GOOD CONDITION. THE COORDINATES
 FY2518'(BY NGS FORWARD) ARE N36 30 3.40996, W78 18 10.22676.
 FY2518' 
 FY2518'REFERENCE MARK NO.4 WAS RECOVERED AS DESCRIBED. THE CALCULATED
 FY2518'COORDINATES ARE N36 30 1.63689, W078 18 11.75773.
 FY2518' 
 FY2518'THE AZIMUTH MARK WAS NOT FOUND IN A 15-MINUTE SEARCH, BUT MAY STILL
 FY2518'EXIST. THE GRAVEL ROAD IS BELIEVED TO BE SR1220 (UNNAMED). THE REMAINS
 FY2518'OF A NORTH-SOUTH BARBED WIRE FENCE WERE OBSERVED ABOUT 60 FEET EAST OF
 FY2518'THE ROAD. THE FENCE LINE WAS SCANNED WITH A METAL DETECTOR, BUT NO
 FY2518'TARGETS HAVING A DISK SIGNATURE WERE RECORDED.
 FY2518'THE WITNESS POST FOR THE AZ MARK WAS REPORTED MISSING IN 1985, AND
 FY2518'LIKEWISE WAS NOT SEEN ON THIS DATE.
 FY2518' 
 FY2518' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9948 ***********************************************************************
 AE9948  DESIGNATION -  BUCHANAN
 AE9948  PID         -  AE9948
 AE9948  STATE/COUNTY-  NC/MCDOWELL
 AE9948  USGS QUAD   -  DYSARTSVILLE (1993)
 AE9948
 AE9948                         *CURRENT SURVEY CONTROL
 AE9948  ___________________________________________________________________
 AE9948* NAD 83(2001)-  35 35 51.16968(N)    081 50 50.38601(W)     ADJUSTED  
 AE9948* NAVD 88     -       381.6    (meters)    1252.     (feet)  VERTCON   
 AE9948  ___________________________________________________________________
 AE9948  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AE9948  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AE9948  HORZ ORDER  -  SECOND
 AE9948
 AE9948.The horizontal coordinates were established by classical geodetic methods
 AE9948.and adjusted by the National Geodetic Survey in August 2005.
 AE9948
 AE9948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9948
 AE9948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9948
 AE9948.The geoid height was determined by GEOID03.
 AE9948
 AE9948;                    North         East     Units Scale Factor Converg.
 AE9948;SPC NC       -   208,649.754   351,641.018   MT  0.99989075   -1 38 36.2
 AE9948;SPC NC       -   684,545.07  1,153,675.57   sFT  0.99989075   -1 38 36.2
 AE9948;UTM  17      - 3,939,642.425   423,245.175   MT  0.99967260   -0 29 35.7
 AE9948
 AE9948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9948!SPC NC       -   0.99994511  x   0.99989075  =   0.99983587
 AE9948!UTM  17      -   0.99994511  x   0.99967260  =   0.99961773
 AE9948
 AE9948                          SUPERSEDED SURVEY CONTROL
 AE9948
 AE9948  NAD 83(1995)-  35 35 51.17008(N)    081 50 50.38580(W) AD(       ) 2
 AE9948  NAD 83(1986)-  35 35 51.17820(N)    081 50 50.38674(W) AD(       ) 2
 AE9948  NGVD 29 (05/27/98)  381.8    (m)         1253.     (f) VERT ANG    3  
 AE9948
 AE9948.Superseded values are not recommended for survey control.
 AE9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9948.See file dsdata.txt to determine how the superseded data were derived.
 AE9948
 AE9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2324539642(NAD 83)
 AE9948_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9948_STAMPING: BUCHANAN 1989
 AE9948_MARK LOGO: NCGS  
 AE9948_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9948+STABILITY: SURFACE MOTION
 AE9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9948+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AE9948
 AE9948  HISTORY     - Date     Condition        Report By
 AE9948  HISTORY     - 1989     MONUMENTED       NCGS
 AE9948
 AE9948                          STATION DESCRIPTION
 AE9948
 AE9948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (PAC)
 AE9948'STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) EAST OF DYSARTSVILLE AND
 AE9948'17.5 KM (10.85 MI) EAST-SOUTHEAST OF MARION. PROCEED ALONG US 226 FOR
 AE9948'14.8 KM (9.20 MI) SOUTHEAST FROM THE INTERSTATE-40 OVERPASS TO SR 1771
 AE9948'(DAIRY ROAD), THENCE EAST ALONG SR 1771 FOR 0.95 KM (0.60 MI) TO
 AE9948'STATION, ON RIGHT IN YARD. MARK IS FLUSH WITH GROUND AND LEVEL WITH
 AE9948'ROAD. LOCATED 5.40 M (17.72 FT) NORTHEAST OF THE CENTERLINE OF ROAD,
 AE9948'9.65 M (31.66 FT) WEST-NORTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE,
 AE9948'20.80 M (68.24 FT) SOUTH-SOUTHWEST OF THE SOUTHERN MOST CORNER OF A
 AE9948'FRAME HOUSE--AND 9.65 M (31.66 FT) SOUTH OF AN 8-INCH POPLAR, 49.25 M
 AE9948'(161.58 FT) SOUTHWEST OF POWER AND LIGHT POLE WITH TRANSFORMER--BOTH
 AE9948'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8565 ***********************************************************************
 AE8565  DESIGNATION -  BUCHANAN AZ MK
 AE8565  PID         -  AE8565
 AE8565  STATE/COUNTY-  NC/MCDOWELL
 AE8565  USGS QUAD   -  DYSARTSVILLE (1993)
 AE8565
 AE8565                         *CURRENT SURVEY CONTROL
 AE8565  ___________________________________________________________________
 AE8565* NAD 83(2001)-  35 35 59.80620(N)    081 51 53.95223(W)     ADJUSTED  
 AE8565* NAVD 88     -       384.371  (meters)    1261.06   (feet)  ADJUSTED  
 AE8565  ___________________________________________________________________
 AE8565  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AE8565  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AE8565  DYNAMIC HT  -         383.991 (meters)    1259.81  (feet)  COMP
 AE8565  MODELED GRAV-     979,634.0   (mgal)                       NAVD 88
 AE8565
 AE8565  HORZ ORDER  -  SECOND
 AE8565  VERT ORDER  -  SECOND    CLASS II
 AE8565
 AE8565.The horizontal coordinates were established by classical geodetic methods
 AE8565.and adjusted by the National Geodetic Survey in August 2005.
 AE8565
 AE8565.The orthometric height was determined by differential leveling
 AE8565.and adjusted in May 1998.
 AE8565
 AE8565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8565
 AE8565.The geoid height was determined by GEOID03.
 AE8565
 AE8565.The dynamic height is computed by dividing the NAVD 88
 AE8565.geopotential number by the normal gravity value computed on the
 AE8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8565.degrees latitude (g = 980.6199 gals.).
 AE8565
 AE8565.The modeled gravity was interpolated from observed gravity values.
 AE8565
 AE8565;                    North         East     Units Scale Factor Converg.
 AE8565;SPC NC       -   208,961.817   350,049.440   MT  0.99989100   -1 39 12.9
 AE8565;SPC NC       -   685,568.89  1,148,453.87   sFT  0.99989100   -1 39 12.9
 AE8565;UTM  17      - 3,939,922.419   421,648.000   MT  0.99967565   -0 30 12.8
 AE8565
 AE8565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8565!SPC NC       -   0.99994468  x   0.99989100  =   0.99983568
 AE8565!UTM  17      -   0.99994468  x   0.99967565  =   0.99962035
 AE8565
 AE8565                          SUPERSEDED SURVEY CONTROL
 AE8565
 AE8565  NAD 83(1995)-  35 35 59.80645(N)    081 51 53.95204(W) AD(       ) 2
 AE8565  NAD 83(1986)-  35 35 59.81464(N)    081 51 53.95298(W) AD(       ) 2
 AE8565  NGVD 29 (05/27/98)  384.51   (m)         1261.5    (f) LEVELING    3  
 AE8565
 AE8565.Superseded values are not recommended for survey control.
 AE8565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8565.See file dsdata.txt to determine how the superseded data were derived.
 AE8565
 AE8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2164839922(NAD 83)
 AE8565_MARKER: DZ = AZIMUTH MARK DISK
 AE8565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8565_STAMPING: BUCHANAN 1989
 AE8565_MARK LOGO: NCGS  
 AE8565_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8565+STABILITY: SURFACE MOTION
 AE8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8565+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AE8565
 AE8565  HISTORY     - Date     Condition        Report By
 AE8565  HISTORY     - 1989     MONUMENTED       NCGS
 AE8565
 AE8565                          STATION DESCRIPTION
 AE8565
 AE8565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (PAC)
 AE8565'STATION IS LOCATED IN DYSARTSVILLE AT THE TRINITY UNITED METHODIST
 AE8565'CHURCH. PROCEED ALONG US 226 FOR 13.5 KM (8.40 MI) SOUTHEAST FROM THE
 AE8565'INTERSTATE-40 OVERPASS, THENCE EAST ALONG SR 1770 (TRINITY CHURCH
 AE8565'ROAD) FOR 0.15 KM (0.10 MI) TO THE STATION, ON RIGHT NEAR EDGE OF
 AE8565'PARKING LOT. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED
 AE8565'9.30 M (30.51 FT) SOUTH OF THE CENTERLINE OF ROAD, 12.00 M (39.37 FT)
 AE8565'NORTHWEST OF THE NORTHWEST CORNER OF CHURCH AT ENTRANCE--AND 43.00 M
 AE8565'(141.08 FT) WEST-NORTHWEST OF 40-INCH BLACK OAK, 12.60 M (41.34 FT)
 AE8565'EAST-NORTHEAST OF LIGHT POLE WITH TELEPHONE PEDESTAL--BOTH WITH
 AE8565'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3444 ***********************************************************************
 FA3444  DESIGNATION -  BUCK
 FA3444  PID         -  FA3444
 FA3444  STATE/COUNTY-  NC/BURKE
 FA3444  USGS QUAD   -  CASAR (1956)
 FA3444
 FA3444                         *CURRENT SURVEY CONTROL
 FA3444  ___________________________________________________________________
 FA3444* NAD 83(2001)-  35 37 19.87619(N)    081 30 50.89521(W)     ADJUSTED  
 FA3444* NAVD 88     -       379.0    (meters)    1243.     (feet)  VERTCON   
 FA3444  ___________________________________________________________________
 FA3444  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FA3444  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 FA3444  HORZ ORDER  -  SECOND
 FA3444
 FA3444.The horizontal coordinates were established by classical geodetic methods
 FA3444.and adjusted by the National Geodetic Survey in August 2005.
 FA3444
 FA3444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3444
 FA3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3444
 FA3444.The geoid height was determined by GEOID03.
 FA3444
 FA3444;                    North         East     Units Scale Factor Converg.
 FA3444;SPC NC       -   210,567.336   381,889.628   MT  0.99989343   -1 27 03.9
 FA3444;SPC NC       -   690,836.33  1,252,916.22   sFT  0.99989343   -1 27 03.9
 FA3444;UTM  17      - 3,942,166.551   453,441.789   MT  0.99962671   -0 17 58.1
 FA3444
 FA3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3444!SPC NC       -   0.99994554  x   0.99989343  =   0.99983898
 FA3444!UTM  17      -   0.99994554  x   0.99962671  =   0.99957227
 FA3444
 FA3444:                Primary Azimuth Mark                     Grid Az
 FA3444:SPC NC       -  SPREAD                                   335 47 01.7
 FA3444:UTM  17      -  SPREAD                                   334 37 55.9
 FA3444
 FA3444|---------------------------------------------------------------------|
 FA3444| PID    Reference Object                     Distance      Geod. Az  |
 FA3444|                                                           dddmmss.s |
 FA3444| FA3415 SPREAD                              APPROX. 0.7 KM 3341957.8 |
 FA3444|---------------------------------------------------------------------|
 FA3444
 FA3444                          SUPERSEDED SURVEY CONTROL
 FA3444
 FA3444  NAD 83(1995)-  35 37 19.88194(N)    081 30 50.89458(W) AD(       ) 2
 FA3444  NAD 83(1986)-  35 37 19.88522(N)    081 30 50.89402(W) AD(       ) 2
 FA3444  NAD 27      -  35 37 19.40623(N)    081 30 51.56385(W) AD(       ) 2
 FA3444  NGVD 29 (07/19/86)  379.2    (m)         1244.     (f) VERT ANG    3  
 FA3444
 FA3444.Superseded values are not recommended for survey control.
 FA3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3444.See file dsdata.txt to determine how the superseded data were derived.
 FA3444
 FA3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5344242167(NAD 83)
 FA3444_MARKER: DE = TRAVERSE STATION DISK
 FA3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3444_STAMPING: BUCK 1975
 FA3444_MARK LOGO: NCGS  
 FA3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3444+STABILITY: SURFACE MOTION
 FA3444
 FA3444  HISTORY     - Date     Condition        Report By
 FA3444  HISTORY     - 1975     MONUMENTED       NCGS
 FA3444
 FA3444                          STATION DESCRIPTION
 FA3444
 FA3444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3444'BUCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3444'THE VICINITY OF HILDEBRAN, NORTH CAROLINA.
 FA3444'
 FA3444'BUCK IS LOCATED APPROXIMATELY 8.2 MILES SOUTHWEST OF HILDEBRAN AND
 FA3444'12.8 MILES SOUTHEAST OF MORGANTON.  TO REACH STATION FROM THE NC 18
 FA3444'BRIDGE OVER HENRY FORK RIVER APPROXIMATELY 10.0 MILES SOUTHEAST OF
 FA3444'MORGANTON, PROCEED SOUTH ALONG NC 18 FOR 3.85 MILES TO STATION ON
 FA3444'RIGHT IN FRONT OF BUCKS SERVICE STATION, AND 1.1 MILES NORTHWEST OF
 FA3444'BURKE - CATAWBA COUNTY LINE.
 FA3444'
 FA3444'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUCK
 FA3444'1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA3444'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3444'
 FA3444'MARK IS 22.0 FT WSW OF C/L OF NC 18
 FA3444'
 FA3444'10.5 FT S OF METAL GRATE DRAIN (C/L)
 FA3444'
 FA3444'71.5 FT NNW OF PP M164AT WITH ALUMINUM REF. TAG
 FA3444'
 FA3444'41.7 FT ESE OF 5 INCH METAL POLE 25 FT. HIGH IN C/L OF CONCRETE
 FA3444'GAS PUMP ISLAND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2037 ***********************************************************************
 EB2037  DESIGNATION -  BUCK
 EB2037  PID         -  EB2037
 EB2037  STATE/COUNTY-  NC/SAMPSON
 EB2037  USGS QUAD   -  TOMAHAWK (1986)
 EB2037
 EB2037                         *CURRENT SURVEY CONTROL
 EB2037  ___________________________________________________________________
 EB2037* NAD 83(2001)-  34 41 54.66240(N)    078 21 41.80371(W)     ADJUSTED  
 EB2037* NAVD 88     -        13.9    (meters)      46.     (feet)  VERTCON   
 EB2037  ___________________________________________________________________
 EB2037  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EB2037  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 EB2037  HORZ ORDER  -  SECOND
 EB2037
 EB2037.The horizontal coordinates were established by classical geodetic methods
 EB2037.and adjusted by the National Geodetic Survey in August 2005.
 EB2037
 EB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2037
 EB2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2037
 EB2037.The geoid height was determined by GEOID03.
 EB2037
 EB2037;                    North         East     Units Scale Factor Converg.
 EB2037;SPC NC       -   105,408.264   668,086.272   MT  0.99991889   +0 22 06.5
 EB2037;SPC NC       -   345,826.95  2,191,879.71   sFT  0.99991889   +0 22 06.5
 EB2037;UTM  17      - 3,842,779.418   741,667.264   MT  1.00031990   +1 30 09.5
 EB2037
 EB2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2037!SPC NC       -   1.00000334  x   0.99991889  =   0.99992223
 EB2037!UTM  17      -   1.00000334  x   1.00031990  =   1.00032324
 EB2037
 EB2037|---------------------------------------------------------------------|
 EB2037| PID    Reference Object                     Distance      Geod. Az  |
 EB2037|                                                           dddmmss.s |
 EB2037| EB2039 KERRY                               387.222 METERS 26533     |
 EB2037|---------------------------------------------------------------------|
 EB2037
 EB2037                          SUPERSEDED SURVEY CONTROL
 EB2037
 EB2037  NAD 83(1986)-  34 41 54.67068(N)    078 21 41.81455(W) AD(       ) 2
 EB2037  NAD 27      -  34 41 54.05612(N)    078 21 42.81168(W) AD(       ) 2
 EB2037  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG    3  
 EB2037
 EB2037.Superseded values are not recommended for survey control.
 EB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2037.See file dsdata.txt to determine how the superseded data were derived.
 EB2037
 EB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4166742779(NAD 83)
 EB2037_MARKER: DE = TRAVERSE STATION DISK
 EB2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2037_STAMPING: BUCK 1973
 EB2037_MARK LOGO: NCGS  
 EB2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2037+STABILITY: SURFACE MOTION
 EB2037
 EB2037  HISTORY     - Date     Condition        Report By
 EB2037  HISTORY     - 1973     MONUMENTED       NCGS
 EB2037  HISTORY     - 1980     GOOD             LOCSUR
 EB2037
 EB2037                          STATION DESCRIPTION
 EB2037
 EB2037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2037'BUCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2037'VICINITY OF GARLAND, NORTH CAROLINA.
 EB2037'
 EB2037'BUCK IS LOCATED APPROXIMATELY 6.3 MILES SSE OF GARLAND, AND 9.3 MILES
 EB2037'WEST OF HARRELLS.  TO REACH THE STATION FROM INTERSECTION OF NC 41
 EB2037'AND SEABOARD COAST LINE RR AT TOMAHAWK.  PROCEED WSW ALONG NC 41 FOR
 EB2037'2.3 MILES TO STATION ON THE RIGHT BESIDE A PP.  0.45 MILES EAST OF
 EB2037'NC 41 BRIDGE OVER SOUTH RIVER.
 EB2037'
 EB2037'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUCK
 EB2037'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2037'PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND.
 EB2037'
 EB2037'MARK IS
 EB2037'
 EB2037'40.3 FEET N OF C/L OF NC 41.
 EB2037'9.7 FEET S OF PP NO. 36223 W/ALUMINUM REF. TAG.
 EB2037'61.2 FEET SE OF 20 INCH TWIN OAK W/ALUMINUM REF. TAG.
 EB2037'63.1 FEET N OF 4 X 4 DONT LITTER SIGN POST W/ALUMINUM REF. TAG.
 EB2037
 EB2037                          STATION RECOVERY (1980)
 EB2037
 EB2037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB2037'BUCK 1973 RECOVERED GOOD.
 EB2037'
 EB2037'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.3 MI SSE OF GARLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3773 ***********************************************************************
 EZ3773  DESIGNATION -  BUCK
 EZ3773  PID         -  EZ3773
 EZ3773  STATE/COUNTY-  NC/MONTGOMERY
 EZ3773  USGS QUAD   -  LOVEJOY (1994)
 EZ3773
 EZ3773                         *CURRENT SURVEY CONTROL
 EZ3773  ___________________________________________________________________
 EZ3773* NAD 83(2007)-  35 24 24.10425(N)    079 59 54.96039(W)     ADJUSTED  
 EZ3773* NAVD 88     -       254.6    (meters)     835.     (feet)  VERTCON   
 EZ3773  ___________________________________________________________________
 EZ3773  EPOCH DATE  -        2002.00
 EZ3773  X           -     903,894.282 (meters)                     COMP
 EZ3773  Y           -  -5,125,506.910 (meters)                     COMP
 EZ3773  Z           -   3,674,865.256 (meters)                     COMP
 EZ3773  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EZ3773  ELLIP HEIGHT-         224.218 (meters)          (02/10/07) ADJUSTED
 EZ3773  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3773
 EZ3773  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ3773  Type    PID    Designation                      North   East  Ellip
 EZ3773  -------------------------------------------------------------------
 EZ3773  NETWORK EZ3773 BUCK                              1.12   0.92   2.16
 EZ3773  -------------------------------------------------------------------
 EZ3773
 EZ3773.The horizontal coordinates were established by GPS observations
 EZ3773.and adjusted by the National Geodetic Survey in February 2007.
 EZ3773
 EZ3773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ3773.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ3773.The horizontal coordinates are valid at the epoch date displayed above.
 EZ3773.The epoch date for horizontal control is a decimal equivalence
 EZ3773.of Year/Month/Day.
 EZ3773
 EZ3773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3773
 EZ3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ3773
 EZ3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3773
 EZ3773.The ellipsoidal height was determined by GPS observations
 EZ3773.and is referenced to NAD 83.
 EZ3773
 EZ3773.The geoid height was determined by GEOID03.
 EZ3773
 EZ3773;                    North         East     Units Scale Factor Converg.
 EZ3773;SPC NC       -   184,233.731   518,906.943   MT  0.99987623   -0 34 34.9
 EZ3773;SPC NC       -   604,440.17  1,702,447.20   sFT  0.99987623   -0 34 34.9
 EZ3773;UTM  17      - 3,918,605.976   590,926.500   MT  0.99970188   +0 34 48.8
 EZ3773
 EZ3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3773!SPC NC       -   0.99996481  x   0.99987623  =   0.99984104
 EZ3773!UTM  17      -   0.99996481  x   0.99970188  =   0.99966670
 EZ3773
 EZ3773:                Primary Azimuth Mark                     Grid Az
 EZ3773:SPC NC       -  BUCK AZ MK                               130 48 15.7
 EZ3773:UTM  17      -  BUCK AZ MK                               129 38 52.0
 EZ3773
 EZ3773|---------------------------------------------------------------------|
 EZ3773| PID    Reference Object                     Distance      Geod. Az  |
 EZ3773|                                                           dddmmss.s |
 EZ3773| EZ5540 BUCK AZ MK                                         1301340.8 |
 EZ3773| EZ5541 BUCK RM 1                             2.737 METERS 23316     |
 EZ3773| EZ3772 BUCK MOUNTAIN LOOKOUT TOWER          13.904 METERS 26233     |
 EZ3773| EZ3790 LOOKOUT                              34.217 METERS 30335     |
 EZ3773| EZ5542 BUCK RM 2                             2.769 METERS 33659     |
 EZ3773|---------------------------------------------------------------------|
 EZ3773
 EZ3773                          SUPERSEDED SURVEY CONTROL
 EZ3773
 EZ3773  NAD 83(2001)-  35 24 24.10433(N)    079 59 54.96060(W) AD(       ) 1
 EZ3773  ELLIP H (03/13/03)  224.230  (m)                       GP(       ) 4 2
 EZ3773  NAD 83(1986)-  35 24 24.11264(N)    079 59 54.97262(W) AD(       ) 1
 EZ3773  NAD 83(1986)-  35 24 24.11264(N)    079 59 54.97262(W) AD(       ) 1
 EZ3773  NAD 27      -  35 24 23.60900(N)    079 59 55.79800(W) AD(       ) 1
 EZ3773  NGVD 29 (12/22/97)  254.9    (m)          836.     (f) GPS OBS     3  
 EZ3773
 EZ3773.Superseded values are not recommended for survey control.
 EZ3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3773.See file dsdata.txt to determine how the superseded data were derived.
 EZ3773
 EZ3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9092618606(NAD 83)
 EZ3773_MARKER: DE = TRAVERSE STATION DISK
 EZ3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3773_STAMPING: BUCK 1948
 EZ3773_MARK LOGO: NCGS  
 EZ3773_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3773+STABILITY: SURFACE MOTION
 EZ3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3773+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 EZ3773
 EZ3773  HISTORY     - Date     Condition        Report By
 EZ3773  HISTORY     - 1948     MONUMENTED       CGS
 EZ3773  HISTORY     - 1967     GOOD             CGS
 EZ3773  HISTORY     - 1974     GOOD             NCGS
 EZ3773  HISTORY     - 19840101 GOOD             NCGS
 EZ3773  HISTORY     - 19920204 GOOD             NCGS
 EZ3773  HISTORY     - 20031222 GOOD             GEOCAC
 EZ3773
 EZ3773                          STATION DESCRIPTION
 EZ3773
 EZ3773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3773'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF TROY AND 3 MILES
 EZ3773'SOUTH OF ELDORADO, ON LAND OWNED BY THE UNITED STATES FOREST
 EZ3773'SERVICE AND ADJACENT TO THE BUCK MTN. LOOKOUT TOWER.  IT IS
 EZ3773'45.64 FEET EAST OF THE CENTER OF THE BASE OF LOOKOUT TOWER AND
 EZ3773'30 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE
 EZ3773'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCK 1948.
 EZ3773'
 EZ3773'REFERENCE MARK NO. 1 IS 90.89 FEET SOUTHWEST OF THE STATION.  IT
 EZ3773'IS 42 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.  THE
 EZ3773'OUTCROPPING PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCK NO 1
 EZ3773'1948.
 EZ3773'
 EZ3773'REFERENCE MARK NO. 2 IS 89.34 FEET NORTHWEST OF THE STATION.  IT
 EZ3773'IS 15 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 EZ3773'3 INCHES AND THE DISK IS STAMPED BUCK NO 2 1948.
 EZ3773'
 EZ3773'THE AZIMUTH MARK IS 0.6 MILE SOUTHEAST OF THE STATION.  IT IS
 EZ3773'22 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 109 AND 5 FEET
 EZ3773'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 EZ3773'THE DISK IS STAMPED BUCK 1948.
 EZ3773'
 EZ3773'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TOWER
 EZ3773'ROAD FOR 0.65 MILE TO HIGHWAY 109, TURN RIGHT AND GO SOUTH ON
 EZ3773'HIGHWAY 109 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 EZ3773'
 EZ3773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 109
 EZ3773'AND 27 AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN TROY,
 EZ3773'GO NORTHWEST ON HIGHWAY 109 FOR 7.1 MILES TO A SIDE ROAD LEFT
 EZ3773'AND A SIGN BUCK MTN. TOWER, TURN LEFT AND GO 0.65 MILE TO THE
 EZ3773'LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 EZ3773'
 EZ3773'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3773
 EZ3773                          STATION RECOVERY (1967)
 EZ3773
 EZ3773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EZ3773'ALL MARKS EXCEPT THE AZIMUTH MARK RECOVERED IN GOOD CONDITION
 EZ3773'ESSENTIALLY AS DESCRIBED.
 EZ3773'
 EZ3773'STATION MARK PROJECTS 3 INCHES AND IS ALSO 20 FEET NORTH OF
 EZ3773'THE NORTHWEST CORNER OF A GARAGE, AND 16 FEET NORTHWEST OF THE
 EZ3773'GARAGE DOOR.
 EZ3773'
 EZ3773'RM 1 IS AS DESCRIBED AND ALSO 72 FEET SOUTH OF THE NORTHWEST
 EZ3773'CORNER OF GARAGE.
 EZ3773'
 EZ3773'RM 2 IS AS DESCRIBED AND ALSO 15.8 FEET NORTHWEST OF FOREST
 EZ3773'SERVICE SIGN.
 EZ3773'
 EZ3773'AZIMUTH MARK WAS NOT FOUND (NOT VISIBLE FROM STATION THROUGH
 EZ3773'TREES), THE ROAD CUT AT THE PROBABLE SITE, WHICH IS NOW ABOUT
 EZ3773'15 FEET DEEP, IS MORE THAN 15 FEET FROM THE CENTER OF THE ROAD
 EZ3773'AT THE TOP EDGE.
 EZ3773'
 EZ3773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ3773'0.8 MILE SOUTHEAST OF UWHARRIE AND 6.5 MILES NORTHWEST OF TROY.
 EZ3773
 EZ3773                          STATION RECOVERY (1974)
 EZ3773
 EZ3773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3773'BUCK GOOD
 EZ3773'
 EZ3773'BUCK NO 1 1948 NOT FOUND
 EZ3773'
 EZ3773'BUCK NO 2 1948 GOOD
 EZ3773'
 EZ3773'BUCK 1948 (AZ. MARK) NOT FOUND
 EZ3773
 EZ3773                          STATION RECOVERY (1984)
 EZ3773
 EZ3773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 EZ3773'RECOVERED AS DESCRIBED.$MARK PROJECTS 2-INCHES ABOVE THE GROUND.
 EZ3773'LOCATED 35.5 FT (10.8 M) EAST-NORTHEAST OF THE NORTHEAST LEG AND 37.6
 EZ3773'FT (11.5 M) NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 15.9
 EZ3773'FT (4.8 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER AND 18.3 FT (5.6 M)
 EZ3773'NORTHWEST OF THE NORTHEAST CORNER OF A BLOCK BUILDING, AND 35.3 FT
 EZ3773'(10.8 M) SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH A REFERENCE
 EZ3773'TAG.$REFERENCE MARK 1 IS SET IN A ROCK OUTCROP PROJECTING 6 INCHES
 EZ3773'ABOVE GROUND. LOCATED 12.7 M (41.7 FT) SOUTHEAST OF THE SOUTHWEST LEG
 EZ3773'AND 16.6 M (54.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 EZ3773'LOOKOUT TOWER--AND 5.3 M (17.4 FT) NORTHWEST OF A POWER POLE, 3.7 M
 EZ3773'(12.1 FT) NORTH-NORTHWEST OF AN 18-INCH SHORTLEAF PINE--BOTH WITH
 EZ3773'REFERENCE TAGS.$REFERENCE MARK 2 PROJECTS 2 INCHES ABOVE GROUND.
 EZ3773'LOCATED 3.8 M (12.5 FT) WEST OF THE CENTERLINE OF A DRIVE--AND 8.1 M
 EZ3773'(26.6 FT) SOUTH-SOUTHEAST OF A 16-INCH RED OAK, 12.6 M (41.3 FT) EAST
 EZ3773'OF A 22-INCH POND PINE, 16.9 M (55.4 FT) OF A TELEPHONE POLE--ALL
 EZ3773'THREE WITH REFERENCE TAGS.
 EZ3773
 EZ3773                          STATION RECOVERY (1992)
 EZ3773
 EZ3773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 EZ3773'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. TO REACH THE
 EZ3773'STATION PROCEED ALONG NC 109 FOR 0.65 MI (1.05 KM) SOUTHEAST FROM SR
 EZ3773'1150 IN THE UWHARRIE COMMUNITY, THENCE SOUTHWEST FOR 0.6 MI (1.0 KM)
 EZ3773'ALONG A GRAVEL ROAD TO THE TOP OF BUCK MOUNTAIN AND MARK NEAR THE LOOK
 EZ3773'OUT TOWER. A GATE HAS BEEN INSTALLED AND A KEY MAY BE OBTAINED FROM
 EZ3773'THE U.S. FOREST SERVICE, PHONE (910) 576-6391. A BLOCK BUILDING HAS
 EZ3773'BEEN BUILT WHERE THE GARAGE WAS. MARK IS FLUSH WITH GROUND. LOCATED
 EZ3773'18.4 FT (5.6 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BLOCK
 EZ3773'BUILDING, 35.7 FT (10.9 M) SOUTH OF A TELEPHONE POLE WITH A REFERENCE
 EZ3773'TAG. BUCK REFERENCE MARK NO 1 WAS RECOVERED AS DESCRIBED. IT IS
 EZ3773'LOCATED 73.2 FT (22.3 M) WEST OF THE SOUTHWEST CORNER OF THE BLOCK
 EZ3773'BUILDING, AND 17.7 FT (5.4 M) EAST-SOUTHEAST OF A SERVICE POLE WITH A
 EZ3773'REFERENCE TAG. REFERENCE MARK NO 2 HAD BEEN PUSHED OVER BY A MOTOR
 EZ3773'GRADER AND THE DISK WAS RECLAIMED AT THIS TIME. BUCK AZ MK WAS
 EZ3773'SEARCHED FOR BUT NOT FOUND.
 EZ3773
 EZ3773                          STATION RECOVERY (2003)
 EZ3773
 EZ3773'RECOVERY NOTE BY GEOCACHING 2003 (MFK)
 EZ3773'RECOVERED IN GOOD CONDITION WITH THIS CORRECTION...MARKER IS DS =
 EZ3773'TRIANGULATION STATION DISC, SETTING IS TYPE 7 = SET IN TOP OF CONCRETE
 EZ3773'MONUMENT, STAMPING IS BUCK 1948 AND LOGO IS USCGS
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4005 ***********************************************************************
 EZ4005  DESIGNATION -  BUCK
 EZ4005  PID         -  EZ4005
 EZ4005  STATE/COUNTY-  NC/GUILFORD
 EZ4005  USGS QUAD   -  HIGH POINT EAST (1993)
 EZ4005
 EZ4005                         *CURRENT SURVEY CONTROL
 EZ4005  ___________________________________________________________________
 EZ4005* NAD 83(2001)-  35 58 32.43729(N)    079 55 41.84468(W)     ADJUSTED  
 EZ4005* NAVD 88     -       235.1    (meters)     771.     (feet)  VERTCON   
 EZ4005  ___________________________________________________________________
 EZ4005  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 EZ4005  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EZ4005  HORZ ORDER  -  SECOND
 EZ4005
 EZ4005.The horizontal coordinates were established by classical geodetic methods
 EZ4005.and adjusted by the National Geodetic Survey in August 2005.
 EZ4005
 EZ4005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4005
 EZ4005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4005
 EZ4005.The geoid height was determined by GEOID03.
 EZ4005
 EZ4005;                    North         East     Units Scale Factor Converg.
 EZ4005;SPC NC       -   247,293.423   525,882.674   MT  0.99995229   -0 32 08.8
 EZ4005;SPC NC       -   811,328.51  1,725,333.41   sFT  0.99995229   -0 32 08.8
 EZ4005;UTM  17      - 3,981,781.564   596,622.071   MT  0.99971503   +0 37 46.6
 EZ4005
 EZ4005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4005!SPC NC       -   0.99996797  x   0.99995229  =   0.99992026
 EZ4005!UTM  17      -   0.99996797  x   0.99971503  =   0.99968301
 EZ4005
 EZ4005:                Primary Azimuth Mark                     Grid Az
 EZ4005:SPC NC       -  RIVER                                    029 50 02.5
 EZ4005:UTM  17      -  RIVER                                    028 40 07.1
 EZ4005
 EZ4005|---------------------------------------------------------------------|
 EZ4005| PID    Reference Object                     Distance      Geod. Az  |
 EZ4005|                                                           dddmmss.s |
 EZ4005| EZ4043 RIVER                               APPROX. 0.6 KM 0291753.7 |
 EZ4005|---------------------------------------------------------------------|
 EZ4005
 EZ4005                          SUPERSEDED SURVEY CONTROL
 EZ4005
 EZ4005  NAD 83(1986)-  35 58 32.44214(N)    079 55 41.85117(W) AD(       ) 2
 EZ4005  NAD 27      -  35 58 31.94900(N)    079 55 42.71371(W) AD(       ) 2
 EZ4005  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG    3  
 EZ4005
 EZ4005.Superseded values are not recommended for survey control.
 EZ4005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4005.See file dsdata.txt to determine how the superseded data were derived.
 EZ4005
 EZ4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9662281782(NAD 83)
 EZ4005_MARKER: DE = TRAVERSE STATION DISK
 EZ4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4005_STAMPING: BUCK 1961
 EZ4005_MARK LOGO: NCGS  
 EZ4005_PROJECTION: FLUSH
 EZ4005_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4005+STABILITY: SURFACE MOTION
 EZ4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4005+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1994
 EZ4005
 EZ4005  HISTORY     - Date     Condition        Report By
 EZ4005  HISTORY     - 1961     MONUMENTED       NCGS
 EZ4005  HISTORY     - 1986     GOOD             USPSQD
 EZ4005  HISTORY     - 19940601 GOOD             NCGS
 EZ4005
 EZ4005                          STATION DESCRIPTION
 EZ4005
 EZ4005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ4005'BUCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4005'IN THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 EZ4005'
 EZ4005'STATION IS 4.4 MILES NE OF THE CENTER OF HIGH POINT, .30
 EZ4005'MILES SW OF BRIDGE OVER DEEP RIVER ON W SIDE OF SR 1352 IN THE
 EZ4005'NE CORNER OF O.T. BUCK PROPERTY.
 EZ4005'
 EZ4005'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4005'BUCK 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4005'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ4005'
 EZ4005'MARK IS
 EZ4005'
 EZ4005'14.0 FT S OF CONCRETE DRIVEWAY
 EZ4005'
 EZ4005'35.0 FT W OF C/L OF SR 1352
 EZ4005'
 EZ4005'26.45 FT SW OF 3 NAILS IN TELEPHONE POLE 47
 EZ4005'
 EZ4005'42.45 FT ENE OF NE CORNER OF BUCK RES.
 EZ4005'
 EZ4005'62.25 FT NE OF SE CORNER OF BUCK RES.
 EZ4005'
 EZ4005'29.30 FT E OF E AND S EDGE OF CONCRETE WALK AND DRIVEWAY
 EZ4005'
 EZ4005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ4005
 EZ4005                          STATION RECOVERY (1986)
 EZ4005
 EZ4005'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 EZ4005'RECOVERED IN GOOD CONDITION.
 EZ4005
 EZ4005                          STATION RECOVERY (1994)
 EZ4005
 EZ4005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 EZ4005'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3897 ***********************************************************************
 FX3897  DESIGNATION -  BUCK
 FX3897  PID         -  FX3897
 FX3897  STATE/COUNTY-  NC/GATES
 FX3897  USGS QUAD   -  GATESVILLE (1990)
 FX3897
 FX3897                         *CURRENT SURVEY CONTROL
 FX3897  ___________________________________________________________________
 FX3897* NAD 83(2001)-  36 22 49.40110(N)    076 51 30.79824(W)     ADJUSTED  
 FX3897* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3897  ___________________________________________________________________
 FX3897  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 FX3897  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 FX3897  HORZ ORDER  -  THIRD
 FX3897
 FX3897.The horizontal coordinates were established by classical geodetic methods
 FX3897.and adjusted by the National Geodetic Survey in August 2005.
 FX3897
 FX3897.The orthometric height was scaled from a topographic map.
 FX3897
 FX3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3897
 FX3897.The geoid height was determined by GEOID03.
 FX3897
 FX3897;                    North         East     Units Scale Factor Converg.
 FX3897;SPC NC       -   293,882.588   801,748.196   MT  1.00006666   +1 14 09.5
 FX3897;SPC NC       -   964,179.79  2,630,402.21   sFT  1.00006666   +1 14 09.5
 FX3897;UTM  18      - 4,027,744.600   333,292.233   MT  0.99994242   -1 06 09.5
 FX3897
 FX3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3897!SPC NC       -   1.00000567  x   1.00006666  =   1.00007233
 FX3897!UTM  18      -   1.00000567  x   0.99994242  =   0.99994809
 FX3897
 FX3897|---------------------------------------------------------------------|
 FX3897| PID    Reference Object                     Distance      Geod. Az  |
 FX3897|                                                           dddmmss.s |
 FX3897| FX4601 BUCK WM 1                            19.880 METERS 02926     |
 FX3897| FX4602 BUCK WM 2                            19.880 METERS 05548     |
 FX3897| FX3899 HORN                                APPROX. 0.7 KM 2910312.4 |
 FX3897|---------------------------------------------------------------------|
 FX3897
 FX3897                          SUPERSEDED SURVEY CONTROL
 FX3897
 FX3897  NAD 83(1993)-  36 22 49.40246(N)    076 51 30.80249(W) AD(       ) 3
 FX3897  NAD 83(1986)-  36 22 49.41130(N)    076 51 30.81333(W) AD(       ) 3
 FX3897  NAD 27      -  36 22 48.84000(N)    076 51 31.91000(W) AD(       ) 3
 FX3897
 FX3897.Superseded values are not recommended for survey control.
 FX3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3897.See file dsdata.txt to determine how the superseded data were derived.
 FX3897
 FX3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF3329227745(NAD 83)
 FX3897_MARKER: I = METAL ROD
 FX3897_SETTING: 0 = UNSPECIFIED SETTING
 FX3897
 FX3897  HISTORY     - Date     Condition        Report By
 FX3897  HISTORY     - 1932     MONUMENTED       CGS
 FX3897  HISTORY     - 1963     GOOD             CGS
 FX3897
 FX3897                          STATION DESCRIPTION
 FX3897
 FX3897'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3897'ON EAST SIDE OF CHOWAN RIVER, ABOUT 1.40 MILES SOUTH OF ATLANTIC
 FX3897'COAST LINE RAILROAD BRIDGE ACROSS RIVER AT TUNIS, 0.58 MILE NORTH
 FX3897'OF SPIKES CREEK, AND 30 METERS (98 FEET) OFFSHORE IN CLUMP OF
 FX3897'CYPRESS TREES AND ROOTS.  STATION IS MARKED BY GALVANIZED IRON
 FX3897'PIPE 2 METERS (7 FEET) LONG.  WITNESS MARK NO.1 IS RAILROAD SPIKE
 FX3897'IN TRIANGULAR BLAZE ON 18 INCH CYPRESS ABOUT 3 METERS (10 FEET)
 FX3897'OFFSHORE AND 19.88 METERS (65.2 FEET) FROM STATION IN BEARING N 29
 FX3897'DEG 26 MIN E. WITNESS MARK NO.2 IS RAILROAD SPIKE IN TRIANGULAR
 FX3897'BLAZE ON 30 INCH CYPRESS ABOUT 2 METERS OFFSHORE AND 19.88 METERS
 FX3897'(65.2 FEET) FROM STATION IN BEARING N 29 DEG 26 MIN E.  WITNESS
 FX3897'MARK NO.2 IS RAILROAD SPIKE IN TRIANGULAR BLAZE ON 30 INCH CYPRESS
 FX3897'ABOUT 2 METERS OFFSHORE AND 19.88 METERS (65.2 FEET) FROM STATION
 FX3897'IN BEARING N 65 DEG 48 MIN E.
 FX3897
 FX3897                          STATION RECOVERY (1963)
 FX3897
 FX3897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3897'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 FX3897'IT IS LOCATED IN THE NORTHEAST PART OF A GROUP OF STUMPS AND
 FX3897'CYPRESS KNESS, ABOUT 8 FEET NORTHEAST OF A SMALL TREE GROWING ON A
 FX3897'STUMP, AND IS 3 INCHES UNDER WATER AT HIGH WATER.  THIS IS 75 FEET
 FX3897'OFF SHORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4218 ***********************************************************************
 EY4218  DESIGNATION -  BUCK
 EY4218  PID         -  EY4218
 EY4218  STATE/COUNTY-  NC/CRAVEN
 EY4218  USGS QUAD   -  ASKIN (1983)
 EY4218
 EY4218                         *CURRENT SURVEY CONTROL
 EY4218  ___________________________________________________________________
 EY4218* NAD 83(2001)-  35 14 05.84166(N)    077 04 23.05345(W)     ADJUSTED  
 EY4218* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 EY4218  ___________________________________________________________________
 EY4218  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EY4218  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 EY4218  HORZ ORDER  -  SECOND
 EY4218
 EY4218.The horizontal coordinates were established by classical geodetic methods
 EY4218.and adjusted by the National Geodetic Survey in August 2005.
 EY4218
 EY4218.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4218
 EY4218.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4218
 EY4218.The geoid height was determined by GEOID03.
 EY4218
 EY4218;                    North         East     Units Scale Factor Converg.
 EY4218;SPC NC       -   166,428.153   784,969.443   MT  0.99987263   +1 06 43.8
 EY4218;SPC NC       -   546,023.03  2,575,353.91   sFT  0.99987263   +1 06 43.8
 EY4218;UTM  18      - 3,901,068.711   311,357.348   MT  1.00003858   -1 11 46.9
 EY4218
 EY4218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4218!SPC NC       -   1.00000528  x   0.99987263  =   0.99987791
 EY4218!UTM  18      -   1.00000528  x   1.00003858  =   1.00004386
 EY4218
 EY4218                          SUPERSEDED SURVEY CONTROL
 EY4218
 EY4218  NAD 83(1986)-  35 14 05.85284(N)    077 04 23.06119(W) AD(       ) 2
 EY4218  NGVD 29 (10/26/90)    4.     (m)           13.     (f) VERT ANG    3  
 EY4218
 EY4218.Superseded values are not recommended for survey control.
 EY4218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4218.See file dsdata.txt to determine how the superseded data were derived.
 EY4218
 EY4218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1135701069(NAD 83)
 EY4218_MARKER: DE = TRAVERSE STATION DISK
 EY4218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4218_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4218+STABILITY: SURFACE MOTION
 EY4218
 EY4218  HISTORY     - Date     Condition        Report By
 EY4218  HISTORY     - 1981     MONUMENTED       NCGS
 EY4218  HISTORY     - 1986     GOOD             USPSQD
 EY4218  HISTORY     - 19860406 GOOD             USPSQD
 EY4218  HISTORY     - 19860903 GOOD             USPSQD
 EY4218
 EY4218                          STATION DESCRIPTION
 EY4218
 EY4218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY4218'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTH OF ASKIN AND 6.2
 EY4218'MILES SOUTHEAST OF VANCEBORO, ALONG US 17, 1.1 MILES NORTHWEST OF THE
 EY4218'INTERSECTION WITH SR 1003, IN CURVE AND ON PROLONGATION OF
 EY4218'WEST RAIL OF BRIDGE OVER LITTLE SWIFT CREEK.
 EY4218'
 EY4218'STATION MARK IS A STANDARD DISK STAMPED---BUCK 1981---SET IN TOP OF A
 EY4218'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 EY4218'30.3 FEET EAST OF CENTERLINE OF HIGHWAY, 16.3 FEET SOUTHWEST OF 15
 EY4218'INCH OAK WITH REFERENCE TAG, 20.0 FEET NORTHWEST OF 8 INCH HICKORY
 EY4218'WITH REFERENCE TAG AND 44.0 FEET SOUTH OF 10 INCH OAK WITH REFERENCE
 EY4218'TAG.
 EY4218
 EY4218                          STATION RECOVERY (1986)
 EY4218
 EY4218'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY4218'RECOVERED IN GOOD CONDITION.
 EY4218
 EY4218                          STATION RECOVERY (1986)
 EY4218
 EY4218'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EY4218'RECOVERED IN GOOD CONDITION.
 EY4218
 EY4218                          STATION RECOVERY (1986)
 EY4218
 EY4218'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EY4218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2650 ***********************************************************************
 FZ2650  DESIGNATION -  BUCK
 FZ2650  PID         -  FZ2650
 FZ2650  STATE/COUNTY-  NC/YADKIN
 FZ2650  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2650
 FZ2650                         *CURRENT SURVEY CONTROL
 FZ2650  ___________________________________________________________________
 FZ2650* NAD 83(2001)-  36 07 17.17524(N)    080 48 49.97741(W)     ADJUSTED  
 FZ2650* NAVD 88     -       329.5    (meters)    1081.     (feet)  VERTCON   
 FZ2650  ___________________________________________________________________
 FZ2650  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FZ2650  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FZ2650  HORZ ORDER  -  SECOND
 FZ2650
 FZ2650.The horizontal coordinates were established by classical geodetic methods
 FZ2650.and adjusted by the National Geodetic Survey in August 2005.
 FZ2650
 FZ2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2650
 FZ2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2650
 FZ2650.The geoid height was determined by GEOID03.
 FZ2650
 FZ2650;                    North         East     Units Scale Factor Converg.
 FZ2650;SPC NC       -   264,566.889   446,317.077   MT  0.99998769   -1 02 48.9
 FZ2650;SPC NC       -   867,999.87  1,464,291.94   sFT  0.99998769   -1 02 48.9
 FZ2650;UTM  17      - 3,997,433.827   516,748.572   MT  0.99960346   +0 06 35.0
 FZ2650
 FZ2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2650!SPC NC       -   0.99995352  x   0.99998769  =   0.99994121
 FZ2650!UTM  17      -   0.99995352  x   0.99960346  =   0.99955699
 FZ2650
 FZ2650:                Primary Azimuth Mark                     Grid Az
 FZ2650:SPC NC       -  BEREAN                                   179 53 26.6
 FZ2650:UTM  17      -  BEREAN                                   178 44 02.7
 FZ2650
 FZ2650|---------------------------------------------------------------------|
 FZ2650| PID    Reference Object                     Distance      Geod. Az  |
 FZ2650|                                                           dddmmss.s |
 FZ2650| FZ2640 BEREAN                              APPROX. 0.6 KM 1785037.7 |
 FZ2650| AF7787 MARLER IYDALL MILL TANK                            2483148.7 |
 FZ2650|---------------------------------------------------------------------|
 FZ2650
 FZ2650                          SUPERSEDED SURVEY CONTROL
 FZ2650
 FZ2650  NAD 83(1993)-  36 07 17.18053(N)    080 48 49.98627(W) AD(       ) 2
 FZ2650  NAD 83(1986)-  36 07 17.18436(N)    080 48 49.98403(W) AD(       ) 2
 FZ2650  NGVD 29 (05/28/98)  329.7    (m)         1082.     (f) VERT ANG    3  
 FZ2650
 FZ2650.Superseded values are not recommended for survey control.
 FZ2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2650.See file dsdata.txt to determine how the superseded data were derived.
 FZ2650
 FZ2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1674997434(NAD 83)
 FZ2650_MARKER: DE = TRAVERSE STATION DISK
 FZ2650_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FZ2650_SP_SET: IN BRIDGE WINGWALL
 FZ2650_STAMPING: BUCK 1980
 FZ2650_MARK LOGO: NCGS  
 FZ2650_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ2650
 FZ2650  HISTORY     - Date     Condition        Report By
 FZ2650  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2650  HISTORY     - 19840101 GOOD             NCGS
 FZ2650
 FZ2650                          STATION DESCRIPTION
 FZ2650
 FZ2650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2650'THE STATION IS LOCATED ABOUT 0.6 MI SOUTHEAST OF MARLER COMMUNITY
 FZ2650'AND 8.6 MI WEST OF YADKINVILLE.
 FZ2650'
 FZ2650'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE NORTH BOUND
 FZ2650'LANE I 77 BRIDGE OVER US 421 IN THE SOUTH END OF THE CONCRETE
 FZ2650'WINGWALL.
 FZ2650'
 FZ2650'THE STATION IS A STANDARD NCGS DISK
 FZ2650'STAMPED---BUCK 1980---,
 FZ2650'SET INTO A DRILLED HOLE.  LOCATED
 FZ2650'22.2 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF I 77,
 FZ2650'6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE,
 FZ2650'3.5 FEET WEST OF THE GUARD RAIL, AND
 FZ2650'35.7 FEET NORTH-NORTHEAST OF THE CENTER OF THE IRON DRAINAGE GRATE.
 FZ2650'
 FZ2650'MARK IS NCGS STATION.
 FZ2650
 FZ2650                          STATION RECOVERY (1984)
 FZ2650
 FZ2650'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2650'RECOVERED AS DESCRIBED.$MARLER IYDALL MILL TANK CAN BE SEEN FROM THIS
 FZ2650'STATION--GRID AZIMUTH OF 247-29-00.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3533 ***********************************************************************
 FB3533  DESIGNATION -  BUCK
 FB3533  PID         -  FB3533
 FB3533  STATE/COUNTY-  NC/CLAY
 FB3533  USGS QUAD   -  RAINBOW SPRINGS (1978)
 FB3533
 FB3533                         *CURRENT SURVEY CONTROL
 FB3533  ___________________________________________________________________
 FB3533* NAD 83(2001)-  35 04 26.96286(N)    083 36 23.16440(W)     ADJUSTED  
 FB3533* NAVD 88     -      1053.2    (meters)    3455.     (feet)  VERTCON   
 FB3533  ___________________________________________________________________
 FB3533  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 FB3533  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 FB3533  HORZ ORDER  -  SECOND
 FB3533
 FB3533.The horizontal coordinates were established by classical geodetic methods
 FB3533.and adjusted by the National Geodetic Survey in August 2005.
 FB3533
 FB3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3533
 FB3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3533
 FB3533.The geoid height was determined by GEOID03.
 FB3533
 FB3533;                    North         East     Units Scale Factor Converg.
 FB3533;SPC NC       -   156,633.426   189,670.232   MT  0.99987737   -2 39 31.3
 FB3533;SPC NC       -   513,888.17    622,276.42   sFT  0.99987737   -2 39 31.3
 FB3533;UTM  17      - 3,884,374.268   262,345.244   MT  1.00029613   -1 29 54.4
 FB3533
 FB3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3533!SPC NC       -   0.99983910  x   0.99987737  =   0.99971649
 FB3533!UTM  17      -   0.99983910  x   1.00029613  =   1.00013518
 FB3533
 FB3533                          SUPERSEDED SURVEY CONTROL
 FB3533
 FB3533  NAD 83(1995)-  35 04 26.96308(N)    083 36 23.16426(W) AD(       ) 2
 FB3533  NAD 83(1986)-  35 04 26.96511(N)    083 36 23.16684(W) AD(       ) 2
 FB3533  NGVD 29 (09/18/91) 1053.1    (m)         3455.     (f) VERT ANG    3  
 FB3533
 FB3533.Superseded values are not recommended for survey control.
 FB3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3533.See file dsdata.txt to determine how the superseded data were derived.
 FB3533
 FB3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6234584374(NAD 83)
 FB3533_MARKER: DE = TRAVERSE STATION DISK
 FB3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3533_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3533+STABILITY: SURFACE MOTION
 FB3533
 FB3533  HISTORY     - Date     Condition        Report By
 FB3533  HISTORY     - 1978     MONUMENTED       NCGS
 FB3533
 FB3533                          STATION DESCRIPTION
 FB3533
 FB3533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3533'THE STATION IS LOCATED ALONG US 64 IN THE VICINITY OF CHUNK GAL MTN.
 FB3533'APPROXIMATELY 12.0 MILES EAST OF HAYESVILLE.
 FB3533'
 FB3533'TO REACH THE STATION FROM THE CLAY/MACON COUNTY LINE ON US 64 AT BLACK
 FB3533'GAP, PROCEED WEST ALONG US 64 FOR 1.85 MILES TO STATION ON RIGHT NEAR
 FB3533'EAST END OF CUT AND 0.3 MILE EAST OF NATIONAL FOREST ROAD LEADING
 FB3533'NORTH.
 FB3533'
 FB3533'STATION MARK IS A STANDARD DISK STAMPED---BUCK 1978---SET IN TOP OF A
 FB3533'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 58.1
 FB3533'FEET NORTH-NORTHEAST OF CENTERLINE OF US 64, 85.0 FEET EAST-SOUTHEAST
 FB3533'OF EASTERNMOST GUARD RAIL POST, 109.5 FEET WEST OF AN 18 INCH OAK WITH
 FB3533'REFERENCE TAG, AND 8.1 FEET EAST-NORTHEAST OF A 2 INCH LOCUST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6079 ***********************************************************************
 AA6079  DESIGNATION -  BUCK
 AA6079  PID         -  AA6079
 AA6079  STATE/COUNTY-  NC/BUNCOMBE
 AA6079  USGS QUAD   -  OTEEN (1990)
 AA6079
 AA6079                         *CURRENT SURVEY CONTROL
 AA6079  ___________________________________________________________________
 AA6079* NAD 83(2001)-  35 30 50.73660(N)    082 24 25.75327(W)     ADJUSTED  
 AA6079* NAVD 88     -       702.     (meters)    2303.     (feet)  SCALED    
 AA6079  ___________________________________________________________________
 AA6079  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AA6079  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AA6079  HORZ ORDER  -  SECOND
 AA6079
 AA6079.The horizontal coordinates were established by classical geodetic methods
 AA6079.and adjusted by the National Geodetic Survey in August 2005.
 AA6079
 AA6079.The orthometric height was scaled from a topographic map.
 AA6079
 AA6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6079
 AA6079.The geoid height was determined by GEOID03.
 AA6079
 AA6079;                    North         East     Units Scale Factor Converg.
 AA6079;SPC NC       -   200,994.714   300,623.067   MT  0.99988304   -1 57 59.4
 AA6079;SPC NC       -   659,430.16    986,294.18   sFT  0.99988304   -1 57 59.4
 AA6079;UTM  17      - 3,930,966.832   372,398.959   MT  0.99980065   -0 49 03.1
 AA6079
 AA6079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6079!SPC NC       -   0.99989456  x   0.99988304  =   0.99977762
 AA6079!UTM  17      -   0.99989456  x   0.99980065  =   0.99969523
 AA6079
 AA6079                          SUPERSEDED SURVEY CONTROL
 AA6079
 AA6079  NAD 83(1995)-  35 30 50.74226(N)    082 24 25.75316(W) AD(       ) 2
 AA6079  NAD 83(1986)-  35 30 50.74255(N)    082 24 25.75337(W) AD(       ) 2
 AA6079
 AA6079.Superseded values are not recommended for survey control.
 AA6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6079.See file dsdata.txt to determine how the superseded data were derived.
 AA6079
 AA6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7239930967(NAD 83)
 AA6079_MARKER: DE = TRAVERSE STATION DISK
 AA6079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6079_SP_SET: CONCRETE POST
 AA6079_STAMPING: BUCK 1984
 AA6079_MARK LOGO: NCGS  
 AA6079_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6079+STABILITY: SURFACE MOTION
 AA6079
 AA6079  HISTORY     - Date     Condition        Report By
 AA6079  HISTORY     - 1984     MONUMENTED       NCGS
 AA6079  HISTORY     - 19981028 GOOD             USPSQD
 AA6079
 AA6079                          STATION DESCRIPTION
 AA6079
 AA6079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6079'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST-SOUTHWEST OF FAIRVIEW,
 AA6079'10.0 MI (16.1 KM) EAST-SOUTHEAST OF ASHEVILLE, IN POWER LINE
 AA6079'RIGHT-OF-WAY. PROCEED ALONG SR 3136 (CANE CREEK ROAD) FOR 0.6 MI (1.0
 AA6079'KM) SOUTHWEST OF THE US 74 INTERSECTION AT FAIRVIEW, TO CANE CREST
 AA6079'SUBDIVISION ON LEFT, THENCE EAST ALONG GRAVEL ROAD FOR 0.2 MI (0.3 KM)
 AA6079'TO HIGH TENSION POWER LINE AND STATION BETWEEN DOUBLE POWER POLES.
 AA6079'MARK PROJECTS 4 INCHES ABOVE GROUND AND 20 FEET HIGHER THAN DRIVE.
 AA6079'LOCATED 89.0 FT (27.1 M) SOUTH-SOUTHEAST OF CENTERLINE OF GRAVEL
 AA6079'DRIVE, 29.6 FT (9.0 M) EAST OF 6-INCH DOGWOOD, 101.2 FT (30.8 M)
 AA6079'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF FRAME HOUSE--AND 3.6 FT (1.1 M)
 AA6079'SOUTH OF POWER POLE, 13.5 FT (4.1 M) NORTH OF POWER POLE--BOTH WITH
 AA6079'REFERENCE TAGS.
 AA6079
 AA6079                          STATION RECOVERY (1998)
 AA6079
 AA6079'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA6079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6016 ***********************************************************************
 AE6016  DESIGNATION -  BUCK
 AE6016  PID         -  AE6016
 AE6016  STATE/COUNTY-  NC/PAMLICO
 AE6016  USGS QUAD   -  REELSBORO (1983)
 AE6016
 AE6016                         *CURRENT SURVEY CONTROL
 AE6016  ___________________________________________________________________
 AE6016* NAD 83(2001)-  35 08 05.66292(N)    076 54 53.87203(W)     ADJUSTED  
 AE6016* NAVD 88     -        13.553  (meters)      44.47   (feet)  ADJUSTED  
 AE6016  ___________________________________________________________________
 AE6016  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AE6016  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 AE6016  DYNAMIC HT  -          13.541 (meters)      44.43  (feet)  COMP
 AE6016  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 AE6016
 AE6016  HORZ ORDER  -  SECOND
 AE6016  VERT ORDER  -  SECOND    CLASS II
 AE6016
 AE6016.The horizontal coordinates were established by classical geodetic methods
 AE6016.and adjusted by the National Geodetic Survey in August 2005.
 AE6016
 AE6016.The orthometric height was determined by differential leveling
 AE6016.and adjusted in June 1998.
 AE6016
 AE6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6016
 AE6016.The geoid height was determined by GEOID03.
 AE6016
 AE6016.The dynamic height is computed by dividing the NAVD 88
 AE6016.geopotential number by the normal gravity value computed on the
 AE6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6016.degrees latitude (g = 980.6199 gals.).
 AE6016
 AE6016.The modeled gravity was interpolated from observed gravity values.
 AE6016
 AE6016;                    North         East     Units Scale Factor Converg.
 AE6016;SPC NC       -   155,622.865   799,589.587   MT  0.99987466   +1 12 12.3
 AE6016;SPC NC       -   510,572.68  2,623,320.17   sFT  0.99987466   +1 12 12.3
 AE6016;UTM  18      - 3,889,682.120   325,532.551   MT  0.99997515   -1 06 08.4
 AE6016
 AE6016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6016!SPC NC       -   1.00000373  x   0.99987466  =   0.99987839
 AE6016!UTM  18      -   1.00000373  x   0.99997515  =   0.99997888
 AE6016
 AE6016                          SUPERSEDED SURVEY CONTROL
 AE6016
 AE6016  NAD 83(1986)-  35 08 05.67313(N)    076 54 53.88156(W) AD(       ) 2
 AE6016  NGVD 29 (04/29/98)   13.87   (m)           45.5    (f) LEVELING    3  
 AE6016
 AE6016.Superseded values are not recommended for survey control.
 AE6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6016.See file dsdata.txt to determine how the superseded data were derived.
 AE6016
 AE6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2553389682(NAD 83)
 AE6016_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6016_STAMPING: BUCK 1984
 AE6016_MARK LOGO: NCGS  
 AE6016_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6016+STABILITY: SURFACE MOTION
 AE6016
 AE6016  HISTORY     - Date     Condition        Report By
 AE6016  HISTORY     - 1984     MONUMENTED       NCGS
 AE6016
 AE6016                          STATION DESCRIPTION
 AE6016
 AE6016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 AE6016'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) WEST OF GRANTSBORO AND 9.7
 AE6016'KM (6.00 MI) EAST-NORTHEAST OF BRIDGETON. ALONG NC 55 FOR 6.9 KM (4.30
 AE6016'MI) WEST OF NC 306 IN GRANTSBORO, OR 0.7 KM (0.45 MI) EAST OF THE NEW
 AE6016'HOPE CHRISTIAN CHURCH, NEAR A LARGE BILLBOARD. MARK IS RECESSED 1 CM
 AE6016'BELOW GROUND AND IS 2 FEET (0.6 M) LOWER THAN HIGHWAY. LOCATED 17.38 M
 AE6016'(57.02 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.2 M
 AE6016'(20.3 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY MARKER, 59.3 M (194.6 FT)
 AE6016'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL NO 229N--AND 1.5 M (4.9 FT)
 AE6016'SOUTHWEST OF A SIGN POST, 39.76 M (130.45 FT) WEST-NORTHWEST OF A
 AE6016'POWER POLE--BOTH WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2718 ***********************************************************************
 AH2718  DESIGNATION -  BUCK
 AH2718  PID         -  AH2718
 AH2718  STATE/COUNTY-  NC/LENOIR
 AH2718  USGS QUAD   -  LA GRANGE (1983)
 AH2718
 AH2718                         *CURRENT SURVEY CONTROL
 AH2718  ___________________________________________________________________
 AH2718* NAD 83(2001)-  35 17 24.61483(N)    077 46 11.00438(W)     ADJUSTED  
 AH2718* NAVD 88     -        31.6    (meters)     104.     (feet)  VERT ANG  
 AH2718  ___________________________________________________________________
 AH2718  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AH2718  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 AH2718  HORZ ORDER  -  SECOND
 AH2718
 AH2718.The horizontal coordinates were established by classical geodetic methods
 AH2718.and adjusted by the National Geodetic Survey in August 2005.
 AH2718
 AH2718.The orthometric height was determined by vertical angle observations.
 AH2718
 AH2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2718
 AH2718.The geoid height was determined by GEOID03.
 AH2718
 AH2718;                    North         East     Units Scale Factor Converg.
 AH2718;SPC NC       -   171,544.487   721,495.901   MT  0.99987282   +0 42 36.3
 AH2718;SPC NC       -   562,808.87  2,367,107.80   sFT  0.99987282   +0 42 36.3
 AH2718;UTM  18      - 3,908,741.443   248,120.739   MT  1.00038193   -1 36 03.5
 AH2718
 AH2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2718!SPC NC       -   1.00000064  x   0.99987282  =   0.99987346
 AH2718!UTM  18      -   1.00000064  x   1.00038193  =   1.00038257
 AH2718
 AH2718:                Primary Azimuth Mark                     Grid Az
 AH2718:SPC NC       -  APPERSON                                 089 07 59.9
 AH2718:UTM  18      -  APPERSON                                 091 26 39.7
 AH2718
 AH2718|---------------------------------------------------------------------|
 AH2718| PID    Reference Object                     Distance      Geod. Az  |
 AH2718|                                                           dddmmss.s |
 AH2718| EY2787 APPERSON                            APPROX. 0.7 KM 0895036.2 |
 AH2718| AH2717 BRIDGE RM 1                         APPROX. 1.6 KM 2645558.1 |
 AH2718|---------------------------------------------------------------------|
 AH2718
 AH2718                          SUPERSEDED SURVEY CONTROL
 AH2718
 AH2718  NAD 83(1986)-  35 17 24.62263(N)    077 46 11.01595(W) AD(       ) 2
 AH2718
 AH2718.Superseded values are not recommended for survey control.
 AH2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2718.See file dsdata.txt to determine how the superseded data were derived.
 AH2718
 AH2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4812108741(NAD 83)
 AH2718_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH2718_SP_SET: CONCRETE DROP INLET
 AH2718_STAMPING: BUCK 1991
 AH2718_MARK LOGO: NCGS  
 AH2718_PROJECTION: FLUSH
 AH2718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2718+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 AH2718
 AH2718  HISTORY     - Date     Condition        Report By
 AH2718  HISTORY     - 1991     MONUMENTED       NCGS
 AH2718  HISTORY     - 20050510 GOOD             USPSQD
 AH2718
 AH2718                          STATION DESCRIPTION
 AH2718
 AH2718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2718'STATION IS LOCATED ABOUT 1.50 MI (2.41 KM) SOUTHEAST OF LA GRANGE.
 AH2718'ALONG US 70 FOR 1.00 MI (1.61 KM) EAST FROM THE NC 903 OVERPASS, OR
 AH2718'0.85 MI (1.37 KM) WEST OF SR 1327, IN MEDIAN. MARK IS ABOUT 4-FEET
 AH2718'LOWER THAN THE HIGHWAY AND FLUSH WITH GROUND. LOCATED 41.60 FT (12.68
 AH2718'M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF US 70, 42.70 FT
 AH2718'(13.01 M) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE, 3.40 FT
 AH2718'(1.04 M) EAST OF THE CENTER OF THE DROP INLET AND 129.70 FT (39.53 M)
 AH2718'SOUTHEAST OF THE CENTER OF A CONCRETE HEADWALL.
 AH2718
 AH2718                          STATION RECOVERY (2005)
 AH2718
 AH2718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AH2718'N 35 17.410
 AH2718'W 077 46.183
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5289 ***********************************************************************
 AI5289  DESIGNATION -  BUCK
 AI5289  PID         -  AI5289
 AI5289  STATE/COUNTY-  NC/HALIFAX
 AI5289  USGS QUAD   -  BOONES CROSSROADS (1974)
 AI5289
 AI5289                         *CURRENT SURVEY CONTROL
 AI5289  ___________________________________________________________________
 AI5289* NAD 83(2007)-  36 15 39.34932(N)    077 28 18.33892(W)     ADJUSTED  
 AI5289* NAVD 88     -        15.5    (meters)      51.     (feet)  GPS OBS   
 AI5289  ___________________________________________________________________
 AI5289  EPOCH DATE  -        2002.00
 AI5289  X           -   1,116,905.926 (meters)                     COMP
 AI5289  Y           -  -5,026,312.184 (meters)                     COMP
 AI5289  Z           -   3,751,565.178 (meters)                     COMP
 AI5289  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AI5289  ELLIP HEIGHT-         -19.104 (meters)          (02/10/07) ADJUSTED
 AI5289  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AI5289
 AI5289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5289  Type    PID    Designation                      North   East  Ellip
 AI5289  -------------------------------------------------------------------
 AI5289  NETWORK AI5289 BUCK                              0.51   0.45   1.35
 AI5289  -------------------------------------------------------------------
 AI5289
 AI5289.The horizontal coordinates were established by GPS observations
 AI5289.and adjusted by the National Geodetic Survey in February 2007.
 AI5289
 AI5289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5289.The horizontal coordinates are valid at the epoch date displayed above.
 AI5289.The epoch date for horizontal control is a decimal equivalence
 AI5289.of Year/Month/Day.
 AI5289
 AI5289.The orthometric height was determined by GPS observations and a
 AI5289.high-resolution geoid model.
 AI5289
 AI5289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5289
 AI5289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5289
 AI5289.The ellipsoidal height was determined by GPS observations
 AI5289.and is referenced to NAD 83.
 AI5289
 AI5289.The geoid height was determined by GEOID03.
 AI5289
 AI5289;                    North         East     Units Scale Factor Converg.
 AI5289;SPC NC       -   279,610.794   746,935.931   MT  1.00002767   +0 52 55.4
 AI5289;SPC NC       -   917,356.41  2,450,572.30   sFT  1.00002767   +0 52 55.4
 AI5289;UTM  18      - 4,015,724.115   277,941.384   MT  1.00020760   -1 27 45.2
 AI5289
 AI5289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5289!SPC NC       -   1.00000300  x   1.00002767  =   1.00003067
 AI5289!UTM  18      -   1.00000300  x   1.00020760  =   1.00021060
 AI5289
 AI5289                          SUPERSEDED SURVEY CONTROL
 AI5289
 AI5289  NAD 83(2001)-  36 15 39.34982(N)    077 28 18.33870(W) AD(       ) 1
 AI5289  ELLIP H (03/13/03)  -19.107  (m)                       GP(       ) 4 2
 AI5289  NAD 83(1986)-  36 15 39.35766(N)    077 28 18.34996(W) AD(       ) 1
 AI5289
 AI5289.Superseded values are not recommended for survey control.
 AI5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5289.See file dsdata.txt to determine how the superseded data were derived.
 AI5289
 AI5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7794115724(NAD 83)
 AI5289_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5289_STAMPING: BUCK 1993
 AI5289_MARK LOGO: NCGS  
 AI5289_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5289+STABILITY: SURFACE MOTION
 AI5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5289+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5289
 AI5289  HISTORY     - Date     Condition        Report By
 AI5289  HISTORY     - 1993     MONUMENTED       NCGS
 AI5289
 AI5289                          STATION DESCRIPTION
 AI5289
 AI5289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 AI5289'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHEAST OF TILLERY AND 8.1
 AI5289'MI (13.0 KM) SOUTHEAST OF HALIFAX. PROCEED ALONG SR 1133 (COMMUNITY
 AI5289'CENTER ROAD) FOR 0.65 MI (1.05 KM) NORTH FROM NC 561 AT THE TILLERY
 AI5289'POST OFFICE, THENCE EAST FOR 0.35 MI (0.56 KM) ALONG SR 1131 (SHIELDS
 AI5289'ROAD) TO THE ENTRANCE TO SWAMP BUCK HUNTING CLUB, AND THE STATION, IN
 AI5289'THE SOUTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS ABOUT 3-FEET
 AI5289'HIGHER THAN THE ROAD AND FLUSH WITH GROUND. LOCATED 25.0 FT (7.6 M)
 AI5289'SOUTH OF THE CENTERLINE OF THE ROAD, 25.0 FT (7.6 M) EAST OF THE
 AI5289'CENTER OF THE GRAVEL DRIVEWAY, 19.8 FT (6.0 M) SOUTHEAST OF THE EAST
 AI5289'END OF THE GRAVEL DRIVEWAY CULVERT, 3.2 FT (1.0 M) SOUTHEAST OF A
 AI5289'WAGON AXLE, 4.9 FT (1.5 M) SOUTH-SOUTHEAST OF A TELEPHONE
 AI5289'PEDESTAL--AND 66.9 FT (20.4 M) EAST-NORTHEAST OF A 16-INCH SWEET GUM,
 AI5289'72.7 FT (22.2 M) SOUTH-SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER
 AI5289'POLE--BOTH WITH A REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8656 ***********************************************************************
 DF8656  DESIGNATION -  BUCK
 DF8656  PID         -  DF8656
 DF8656  STATE/COUNTY-  NC/CHOWAN
 DF8656  USGS QUAD   -  YEOPIM RIVER (1982)
 DF8656
 DF8656                         *CURRENT SURVEY CONTROL
 DF8656  ___________________________________________________________________
 DF8656* NAD 83(2007)-  36 04 10.47739(N)    076 29 56.16891(W)     ADJUSTED  
 DF8656* NAVD 88     -         2.94   (meters)       9.6    (feet)  LEVELING  
 DF8656  ___________________________________________________________________
 DF8656  EPOCH DATE  -        2002.00
 DF8656  X           -   1,205,005.061 (meters)                     COMP
 DF8656  Y           -  -5,018,796.643 (meters)                     COMP
 DF8656  Z           -   3,734,414.769 (meters)                     COMP
 DF8656  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DF8656  ELLIP HEIGHT-         -33.901 (meters)          (02/10/07) ADJUSTED
 DF8656  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 DF8656
 DF8656  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8656  Type    PID    Designation                      North   East  Ellip
 DF8656  -------------------------------------------------------------------
 DF8656  NETWORK DF8656 BUCK                              0.74   0.63   1.18
 DF8656  -------------------------------------------------------------------
 DF8656  VERT ORDER  -  THIRD
 DF8656
 DF8656.The horizontal coordinates were established by GPS observations
 DF8656.and adjusted by the National Geodetic Survey in February 2007.
 DF8656
 DF8656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8656.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8656.The horizontal coordinates are valid at the epoch date displayed above.
 DF8656.The epoch date for horizontal control is a decimal equivalence
 DF8656.of Year/Month/Day.
 DF8656
 DF8656.The orthometric height was determined by differential leveling.
 DF8656.The vertical network tie was performed by a horz. field party for horz.
 DF8656.obs reductions. Reset procedures were used to establish the elevation.
 DF8656
 DF8656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8656
 DF8656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8656
 DF8656.The ellipsoidal height was determined by GPS observations
 DF8656.and is referenced to NAD 83.
 DF8656
 DF8656.The geoid height was determined by GEOID03.
 DF8656
 DF8656;                    North         East     Units Scale Factor Converg.
 DF8656;SPC NC       -   260,158.723   834,878.526   MT  0.99997435   +1 26 36.7
 DF8656;SPC NC       -   853,537.41  2,739,097.30   sFT  0.99997435   +1 26 36.7
 DF8656;UTM  18      - 3,992,705.305   365,018.482   MT  0.99982450   -0 52 57.6
 DF8656
 DF8656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8656!SPC NC       -   1.00000532  x   0.99997435  =   0.99997967
 DF8656!UTM  18      -   1.00000532  x   0.99982450  =   0.99982982
 DF8656
 DF8656:                Primary Azimuth Mark                     Grid Az
 DF8656:SPC NC       -  51 MEA                                   292 38 00.1
 DF8656:UTM  18      -  51 MEA                                   294 57 34.4
 DF8656
 DF8656|---------------------------------------------------------------------|
 DF8656| PID    Reference Object                     Distance      Geod. Az  |
 DF8656|                                                           dddmmss.s |
 DF8656| DF8670 51 MEA                              496.967 METERS 2940436.8 |
 DF8656|---------------------------------------------------------------------|
 DF8656
 DF8656                          SUPERSEDED SURVEY CONTROL
 DF8656
 DF8656  NAD 83(1986)-  36 04 10.49438(N)    076 29 56.18159(W) AD(       ) 1
 DF8656  NAD 83(2001)-  36 04 10.47765(N)    076 29 56.16860(W) AD(       ) 1
 DF8656  ELLIP H (10/17/03)  -33.897  (m)                       GP(       ) 5 1
 DF8656
 DF8656.Superseded values are not recommended for survey control.
 DF8656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8656.See file dsdata.txt to determine how the superseded data were derived.
 DF8656
 DF8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6501892705(NAD 83)
 DF8656_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8656_STAMPING: BUCK 1994
 DF8656_MARK LOGO: NCGS  
 DF8656_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DF8656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8656+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 DF8656
 DF8656  HISTORY     - Date     Condition        Report By
 DF8656  HISTORY     - 1994     MONUMENTED       NCGS
 DF8656  HISTORY     - 20050621 GOOD             USPSQD
 DF8656
 DF8656                          STATION DESCRIPTION
 DF8656
 DF8656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 DF8656'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF HERTFORD,
 DF8656'AND 1.3 MI (2.1 KM) EAST-SOUTHEAST OF YEOPIM, IN THE COMMUNITY OF SNUG
 DF8656'HARBOR.
 DF8656'PROCEED ALONG NC 37 FOR 2.3 MI (3.7 KM) NORTH FROM NC 32 TO SR 1102
 DF8656'(YEOPIM ROAD), THENCE NORTHEAST FOR 0.9 MI (1.4 KM) TO SR 1100
 DF8656'(DRUMMONDS PT ROAD), THENCE SOUTHEAST FOR 1.3 MI (2.1 KM) TO STATION
 DF8656'BEHIND THE DITCH.
 DF8656'MARK IS ABOUT LEVEL WITH SR 1100 AND IS RECESSED 2 INCHES BELOW THE
 DF8656'GROUND. LOCATED 27.4 FT (8.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DF8656'SR 1100, 23 FT (7.0 M) EAST OF THE CENTERLINE OF A DIRT DRIVEWAY, 5.0
 DF8656'FT (1.5 M) EAST-SOUTHEAST OF A FIRE HYDRANT WITH BLUE REFLECTOR POST,
 DF8656'10.2 FT (3.1 M) EAST OF A WATER METER, 17.8 FT (5.4 M) SOUTHEAST OF
 DF8656'THE EAST END OF A METAL DRIVEWAY CULVERT, AND 4.8 FT (1.5 M)
 DF8656'EAST-NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
 DF8656
 DF8656                          STATION RECOVERY (2005)
 DF8656
 DF8656'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 DF8656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4158 ***********************************************************************
 FB4158  DESIGNATION -  BUCK FOREST
 FB4158  PID         -  FB4158
 FB4158  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4158  USGS QUAD   -  BREVARD (1991)
 FB4158
 FB4158                         *CURRENT SURVEY CONTROL
 FB4158  ___________________________________________________________________
 FB4158* NAD 83(2007)-  35 10 56.23537(N)    082 38 29.68105(W)     ADJUSTED  
 FB4158* NAVD 88     -       849.6    (meters)    2787.     (feet)  VERTCON   
 FB4158  ___________________________________________________________________
 FB4158  EPOCH DATE  -        2002.00
 FB4158  X           -     668,488.545 (meters)                     COMP
 FB4158  Y           -  -5,176,484.795 (meters)                     COMP
 FB4158  Z           -   3,654,886.509 (meters)                     COMP
 FB4158  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 FB4158  ELLIP HEIGHT-         819.266 (meters)          (02/10/07) ADJUSTED
 FB4158  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FB4158
 FB4158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4158  Type    PID    Designation                      North   East  Ellip
 FB4158  -------------------------------------------------------------------
 FB4158  NETWORK FB4158 BUCK FOREST                       2.18   1.61   3.96
 FB4158  -------------------------------------------------------------------
 FB4158
 FB4158.The horizontal coordinates were established by GPS observations
 FB4158.and adjusted by the National Geodetic Survey in February 2007.
 FB4158
 FB4158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4158.The horizontal coordinates are valid at the epoch date displayed above.
 FB4158.The epoch date for horizontal control is a decimal equivalence
 FB4158.of Year/Month/Day.
 FB4158
 FB4158.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4158
 FB4158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4158
 FB4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4158
 FB4158.The ellipsoidal height was determined by GPS observations
 FB4158.and is referenced to NAD 83.
 FB4158
 FB4158.The geoid height was determined by GEOID03.
 FB4158
 FB4158;                    North         East     Units Scale Factor Converg.
 FB4158;SPC NC       -   164,965.943   278,023.539   MT  0.99987332   -2 06 06.5
 FB4158;SPC NC       -   541,225.76    912,148.89   sFT  0.99987332   -2 06 06.5
 FB4158;SPC SC       -   372,609.775   460,061.375   MT  1.00014280   -0 54 36.3
 FB4158;SPC SC       - 1,222,473.02  1,509,387.71   iFT  1.00014280   -0 54 36.3
 FB4158;UTM  17      - 3,894,492.308   350,529.316   MT  0.99987534   -0 56 45.7
 FB4158
 FB4158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4158!SPC NC       -   0.99987142  x   0.99987332  =   0.99974476
 FB4158!SPC SC       -   0.99987142  x   1.00014280  =   1.00001420
 FB4158!UTM  17      -   0.99987142  x   0.99987534  =   0.99974678
 FB4158
 FB4158                          SUPERSEDED SURVEY CONTROL
 FB4158
 FB4158  NAD 83(2001)-  35 10 56.23509(N)    082 38 29.68133(W) AD(       ) 1
 FB4158  ELLIP H (03/13/03)  819.284  (m)                       GP(       ) 4 2
 FB4158  NAD 83(1995)-  35 10 56.23824(N)    082 38 29.67989(W) AD(       ) 1
 FB4158  NAD 83(1986)-  35 10 56.24135(N)    082 38 29.67874(W) AD(       ) 2
 FB4158  NAD 83(1986)-  35 10 56.24135(N)    082 38 29.67874(W) AD(       ) 1
 FB4158  NGVD 29 (11/15/93)  849.6    (m)         2787.     (f) GPS OBS     3  
 FB4158
 FB4158.Superseded values are not recommended for survey control.
 FB4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4158.See file dsdata.txt to determine how the superseded data were derived.
 FB4158
 FB4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5052994492(NAD 83)
 FB4158_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4158_SP_SET: CONCRETE POST
 FB4158_STAMPING: BUCK FOREST 1989
 FB4158_MARK LOGO: NCGS  
 FB4158_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4158+STABILITY: SURFACE MOTION
 FB4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4158+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1990
 FB4158
 FB4158  HISTORY     - Date     Condition        Report By
 FB4158  HISTORY     - 1989     MONUMENTED       NCGS
 FB4158  HISTORY     - 19900328 GOOD
 FB4158
 FB4158                          STATION DESCRIPTION
 FB4158
 FB4158'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4158'STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) NORTH OF CEDAR MOUNTAIN AND
 FB4158'10.1 KM (6.3 MI) SOUTHEAST OF BREVARD.
 FB4158'ALONG SR 1536 (CASCADE LAKE ROAD) FOR 4.0 KM (2.5 MI) NORTH FROM US
 FB4158'276 (AT THE CEDAR MOUNTAIN POST OFFICE), AT SR 1591 (BUCK FOREST
 FB4158'ROAD), ON THE SOUTHEAST SIDE OF T-INTERSECTION.
 FB4158'MARK IS ABOUT 2 FEET HIGHER THAN THE ROAD AND FLUSH WITH THE GROUND.
 FB4158'LOCATED 24.65 M (80.87 FT) NORTHEAST OF THE CENTERLINE OF SR 1536,
 FB4158'11.90 EAST-SOUTHEAST OF THE CENTERLINE OF SR 1591, 20.12 M
 FB4158'(66.01 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A CONCRETE
 FB4158'HEADWALL--AND 37.83 M (124.11 FT) NORTH OF A UTILITY POLE, 46.00 M
 FB4158'(150.92 FT) SOUTHWEST OF ANOTHER UTILITY POLE---BOTH WITH REFERENCE
 FB4158'TAGS.
 FB4158
 FB4158                          STATION RECOVERY (1990)
 FB4158
 FB4158'RECOVERED 1990
 FB4158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4159 ***********************************************************************
 FB4159  DESIGNATION -  BUCK FOREST AZ MK
 FB4159  PID         -  FB4159
 FB4159  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4159  USGS QUAD   -  BREVARD (1991)
 FB4159
 FB4159                         *CURRENT SURVEY CONTROL
 FB4159  ___________________________________________________________________
 FB4159* NAD 83(2001)-  35 10 45.89812(N)    082 38 24.62220(W)     ADJUSTED  
 FB4159* NAVD 88     -       851.5    (meters)    2794.     (feet)  VERTCON   
 FB4159  ___________________________________________________________________
 FB4159  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 FB4159  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 FB4159  HORZ ORDER  -  SECOND
 FB4159
 FB4159.The horizontal coordinates were established by classical geodetic methods
 FB4159.and adjusted by the National Geodetic Survey in August 2005.
 FB4159
 FB4159.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4159
 FB4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4159
 FB4159.The geoid height was determined by GEOID03.
 FB4159
 FB4159;                    North         East     Units Scale Factor Converg.
 FB4159;SPC NC       -   164,642.934   278,139.755   MT  0.99987339   -2 06 03.6
 FB4159;SPC NC       -   540,166.03    912,530.18   sFT  0.99987339   -2 06 03.6
 FB4159;SPC SC       -   372,289.167   460,184.317   MT  1.00014147   -0 54 33.5
 FB4159;SPC SC       - 1,221,421.15  1,509,791.07   iFT  1.00014147   -0 54 33.5
 FB4159;UTM  17      - 3,894,171.708   350,652.025   MT  0.99987489   -0 56 42.5
 FB4159
 FB4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4159!SPC NC       -   0.99987113  x   0.99987339  =   0.99974454
 FB4159!SPC SC       -   0.99987113  x   1.00014147  =   1.00001258
 FB4159!UTM  17      -   0.99987113  x   0.99987489  =   0.99974604
 FB4159
 FB4159                          SUPERSEDED SURVEY CONTROL
 FB4159
 FB4159  NAD 83(1995)-  35 10 45.90127(N)    082 38 24.62078(W) AD(       ) 2
 FB4159  NAD 83(1986)-  35 10 45.90438(N)    082 38 24.61964(W) AD(       ) 2
 FB4159  NGVD 29 (11/15/93)  851.5    (m)         2794.     (f) VERT ANG    3  
 FB4159
 FB4159.Superseded values are not recommended for survey control.
 FB4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4159.See file dsdata.txt to determine how the superseded data were derived.
 FB4159
 FB4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU5065294172(NAD 83)
 FB4159_MARKER: DZ = AZIMUTH MARK DISK
 FB4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4159_SP_SET: CONCRETE POST
 FB4159_STAMPING: BUCK FOREST 1989
 FB4159_MARK LOGO: NCGS  
 FB4159_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4159+STABILITY: SURFACE MOTION
 FB4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4159+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FB4159
 FB4159  HISTORY     - Date     Condition        Report By
 FB4159  HISTORY     - 1989     MONUMENTED       NCGS
 FB4159
 FB4159                          STATION DESCRIPTION
 FB4159
 FB4159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4159'STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) NORTH OF CEDAR MOUNTAIN AND
 FB4159'10.5 KM (6.5 MI) SOUTHEAST OF BREVARD.
 FB4159'ALONG SR 1536 (CASCADE LAKE ROAD) FOR 3.7 KM (2.3 MI) NORTH FROM US
 FB4159'276 (AT THE CEDAR MOUNTAIN POST OFFICE), IN EAST SHOULDER NEAR
 FB4159'A--DUPONT--SIGN, OR 0.3 KM (0.2 MI) SOUTH FROM SR 1591 (BUCK FOREST
 FB4159'ROAD).
 FB4159'MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 2 INCHES BELOW GROUND.
 FB4159'LOCATED 5.23 M (17.16 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 FB4159'ROAD--AND 7.20 M (23.62 FT) NORTHWEST OF A 9-INCH SHORTLEAF PINE,
 FB4159'5.15 M (16.90 FT) SOUTHWEST OF ANOTHER 9-INCH SHORTLEAF PINE, 2.33 M
 FB4159'(7.64 FT) SOUTH OF A SIGN POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2114 ***********************************************************************
 FZ2114  DESIGNATION -  BUCK HILL
 FZ2114  PID         -  FZ2114
 FZ2114  STATE/COUNTY-  NC/AVERY
 FZ2114  USGS QUAD   -  NEWLAND (1994)
 FZ2114
 FZ2114                         *CURRENT SURVEY CONTROL
 FZ2114  ___________________________________________________________________
 FZ2114* NAD 83(2001)-  36 00 13.17796(N)    081 59 40.31851(W)     ADJUSTED  
 FZ2114* NAVD 88     -      1298.7    (meters)    4261.     (feet)  VERTCON   
 FZ2114  ___________________________________________________________________
 FZ2114  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 FZ2114  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 FZ2114  HORZ ORDER  -  SECOND
 FZ2114
 FZ2114.The horizontal coordinates were established by classical geodetic methods
 FZ2114.and adjusted by the National Geodetic Survey in August 2005.
 FZ2114
 FZ2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2114
 FZ2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2114
 FZ2114.The geoid height was determined by GEOID03.
 FZ2114
 FZ2114;                    North         East     Units Scale Factor Converg.
 FZ2114;SPC NC       -   254,078.515   339,667.691   MT  0.99995858   -1 43 42.1
 FZ2114;SPC NC       -   833,589.26  1,114,393.08   sFT  0.99995858   -1 43 42.1
 FZ2114;UTM  17      - 3,984,811.773   410,367.852   MT  0.99969899   -0 35 04.8
 FZ2114
 FZ2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2114!SPC NC       -   0.99980104  x   0.99995858  =   0.99975963
 FZ2114!UTM  17      -   0.99980104  x   0.99969899  =   0.99950009
 FZ2114
 FZ2114:                Primary Azimuth Mark                     Grid Az
 FZ2114:SPC NC       -  QUARTZ                                   022 19 05.1
 FZ2114:UTM  17      -  QUARTZ                                   021 10 27.8
 FZ2114
 FZ2114|---------------------------------------------------------------------|
 FZ2114| PID    Reference Object                     Distance      Geod. Az  |
 FZ2114|                                                           dddmmss.s |
 FZ2114| FZ2113 QUARTZ                              APPROX. 0.5 KM 0203523.0 |
 FZ2114|---------------------------------------------------------------------|
 FZ2114
 FZ2114                          SUPERSEDED SURVEY CONTROL
 FZ2114
 FZ2114  NAD 83(1995)-  36 00 13.17818(N)    081 59 40.31516(W) AD(       ) 2
 FZ2114  NAD 83(1993)-  36 00 13.18490(N)    081 59 40.32071(W) AD(       ) 2
 FZ2114  NAD 83(1986)-  36 00 13.18484(N)    081 59 40.32122(W) AD(       ) 2
 FZ2114  NAD 27      -  36 00 12.72997(N)    081 59 40.90376(W) AD(       ) 2
 FZ2114  NGVD 29 (07/19/86) 1298.8    (m)         4261.     (f) VERT ANG    3  
 FZ2114
 FZ2114.Superseded values are not recommended for survey control.
 FZ2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2114.See file dsdata.txt to determine how the superseded data were derived.
 FZ2114
 FZ2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1036884812(NAD 83)
 FZ2114_MARKER: DE = TRAVERSE STATION DISK
 FZ2114_SETTING: 66 = SET IN ROCK OUTCROP
 FZ2114_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ2114_STAMPING: BUCK HILL 1975
 FZ2114_MARK LOGO: NCGS  
 FZ2114_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ2114+STABILITY: POSITION/ELEVATION WELL
 FZ2114
 FZ2114  HISTORY     - Date     Condition        Report By
 FZ2114  HISTORY     - 1975     MONUMENTED       NCGS
 FZ2114  HISTORY     - 1975     GOOD             NCGS
 FZ2114  HISTORY     - 19820101 GOOD             NCGS
 FZ2114
 FZ2114                          STATION DESCRIPTION
 FZ2114
 FZ2114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FZ2114'THE STATION IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FZ2114'APPROXIMATELY 3.8 MILES WEST-SOUTHWEST OF CROSSNORE AND 7.4 MILES
 FZ2114'NORTHEAST OF SPRUCE PINE (MITCHELL CO.), NORTH CAROLINA.
 FZ2114'
 FZ2114'TO REACH STATION FROM THE T INTERSECTION OF US 221 AND NC 194 (W)
 FZ2114'NORTH OF LINVILLE FALLS COMMUNITY, PROCEED NORTH-NORTHEAST ALONG US
 FZ2114'221, NC 194 FOR 1.55 MILES TO Y INTERSECTION WITH SR 1114, THENCE
 FZ2114'NORTHWESTERLY ALONG SR 1114 FOR 2.4 MILES TO CROSSROADS INTERSECTION
 FZ2114'WITH SR 1116 AND SR 1117 AT PYATTE, THENCE WEST ALONG SR 1117 FOR 0.6
 FZ2114'MILE TO FARM ROAD ON LEFT, JUST PASS CREST OF A HILL, THENCE SOUTH AND
 FZ2114'WESTERLY ALONG FARM ROAD LEADING THROUGH PASTURES UP MOUNTAIN FOR 1.0
 FZ2114'MILE TO NORTHWEST EDGE OF CULTIVATED FIELD ON A PLATEAU, THENCE
 FZ2114'SOUTHERLY ACROSS FIELD AND THROUGH GATE FOR 0.4 MILE TO SUMMIT OF
 FZ2114'BUCK HILL (MOUNTAIN) AND STATION IN THE NORTH EDGE OF EASTERNMOST OF
 FZ2114'TWO LARGE ROCK OUTCROPS.
 FZ2114'
 FZ2114'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BUCK HILL 1975---,
 FZ2114'SET FLUSH IN DRILL HOLE IN ROCK OUTCROP. MARK IS 6.0 FEET
 FZ2114'SOUTH-SOUTHEAST OF TVA STA ELK PARK 18 (DRILLED HOLE IN WESTERNMOST
 FZ2114'LARGE ROCK OUTCROP), 90.0 FEET NORTHWEST OF 14 INCH LOCUST WITH
 FZ2114'ALUMINUM TAG, 39.4 FEET NORTHEAST OF DRILLED HOLE IN ROCK OUTCROP
 FZ2114'AND 31.5 FEET EAST-SOUTHEAST OF DRILLED HOLE IN ROCK OUTCROP.
 FZ2114
 FZ2114                          STATION RECOVERY (1975)
 FZ2114
 FZ2114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FZ2114'RECOVERED IN GOOD CONDITION.
 FZ2114
 FZ2114                          STATION RECOVERY (1982)
 FZ2114
 FZ2114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FZ2114'THE STATION WAS RECOVERED AT THIS DATE. MARK IS IN GOOD CONDITION AS
 FZ2114'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8460 ***********************************************************************
 AE8460  DESIGNATION -  BUCK HUB
 AE8460  PID         -  AE8460
 AE8460  STATE/COUNTY-  NC/MONTGOMERY
 AE8460  USGS QUAD   -  LOVEJOY (1994)
 AE8460
 AE8460                         *CURRENT SURVEY CONTROL
 AE8460  ___________________________________________________________________
 AE8460* NAD 83(2001)-  35 24 24.00295(N)    079 59 55.54501(W)     ADJUSTED  
 AE8460* NAVD 88     -       254.9    (meters)     836.     (feet)  VERTCON   
 AE8460  ___________________________________________________________________
 AE8460  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AE8460  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 AE8460  HORZ ORDER  -  SECOND
 AE8460
 AE8460.The horizontal coordinates were established by classical geodetic methods
 AE8460.and adjusted by the National Geodetic Survey in August 2005.
 AE8460
 AE8460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8460
 AE8460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8460
 AE8460.The geoid height was determined by GEOID03.
 AE8460
 AE8460;                    North         East     Units Scale Factor Converg.
 AE8460;SPC NC       -   184,230.758   518,892.163   MT  0.99987623   -0 34 35.2
 AE8460;SPC NC       -   604,430.41  1,702,398.70   sFT  0.99987623   -0 34 35.2
 AE8460;UTM  17      - 3,918,602.706   590,911.785   MT  0.99970185   +0 34 48.5
 AE8460
 AE8460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8460!SPC NC       -   0.99996477  x   0.99987623  =   0.99984100
 AE8460!UTM  17      -   0.99996477  x   0.99970185  =   0.99966663
 AE8460
 AE8460                          SUPERSEDED SURVEY CONTROL
 AE8460
 AE8460  NAD 83(1986)-  35 24 24.01089(N)    079 59 55.55694(W) AD(       ) 2
 AE8460  NGVD 29 (04/08/98)  255.2    (m)          837.     (f) H LEVEL     3  
 AE8460
 AE8460.Superseded values are not recommended for survey control.
 AE8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8460.See file dsdata.txt to determine how the superseded data were derived.
 AE8460
 AE8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9091218603(NAD 83)
 AE8460_MARKER: N = NAIL
 AE8460_SETTING: 0 = UNSPECIFIED SETTING
 AE8460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8460+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AE8460
 AE8460  HISTORY     - Date     Condition        Report By
 AE8460  HISTORY     - 1983     MONUMENTED       NCGS
 AE8460
 AE8460                          STATION DESCRIPTION
 AE8460
 AE8460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (DRS)
 AE8460'PROCEED ALONG NC 109 FOR 0.65 MI (1.05 KM) SOUTHEAST FROM SR 1150 IN
 AE8460'THE UWHARRIE COMMUNITY, THENCE SOUTHWEST FOR 0.6 MI (1.0 KM) ALONG A
 AE8460'GRAVEL ROAD TO THE TOP OF BUCK MOUNTAIN TO A PK NAIL DRIVEN INTO THE
 AE8460'WOODEN STEPS OF THE LOOKOUT TOWER. ACCESS BY CALLING THE U.S. FOREST
 AE8460'SERVICE AT (910)576-6391.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1523 ***********************************************************************
 FW1523  DESIGNATION -  BUCK ISLAND BEACON 10
 FW1523  PID         -  FW1523
 FW1523  STATE/COUNTY-  NC/CURRITUCK
 FW1523  USGS QUAD   -  COINJOCK (1982)
 FW1523
 FW1523                         *CURRENT SURVEY CONTROL
 FW1523  ___________________________________________________________________
 FW1523* NAD 83(2001)-  36 15 25.14379(N)    075 57 28.06036(W)     ADJUSTED  
 FW1523* NAVD 88     -              **(meters)            **(feet)            
 FW1523  ___________________________________________________________________
 FW1523  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 FW1523  GEOID HEIGHT-         -38.53  (meters)                     GEOID03
 FW1523  HORZ ORDER  -  THIRD
 FW1523
 FW1523.The horizontal coordinates were established by classical geodetic methods
 FW1523.and adjusted by the National Geodetic Survey in August 2005.
 FW1523
 FW1523
 FW1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1523
 FW1523.The geoid height was determined by GEOID03.
 FW1523
 FW1523;                    North         East     Units Scale Factor Converg.
 FW1523;SPC NC       -   282,304.895   882,969.434   MT  1.00002646   +1 45 21.1
 FW1523;SPC NC       -   926,195.31  2,896,875.55   sFT  1.00002646   +1 45 21.1
 FW1523;UTM  18      - 4,012,877.745   413,955.977   MT  0.99969122   -0 33 59.3
 FW1523
 FW1523                          SUPERSEDED SURVEY CONTROL
 FW1523
 FW1523  NAD 83(1993)-  36 15 25.15591(N)    075 57 28.07168(W) AD(       ) 4
 FW1523  NAD 83(1986)-  36 15 25.15804(N)    075 57 28.08379(W) AD(       ) 4
 FW1523  NAD 27      -  36 15 24.58200(N)    075 57 29.37000(W) AD(       ) 3
 FW1523
 FW1523.Superseded values are not recommended for survey control.
 FW1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1523.See file dsdata.txt to determine how the superseded data were derived.
 FW1523
 FW1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1395612878(NAD 83)
 FW1523_MARKER: 16 = DAYBEACON
 FW1523
 FW1523  HISTORY     - Date     Condition        Report By
 FW1523  HISTORY     - 1914     FIRST OBSERVED   CGS
 FW1523
 FW1523                          STATION DESCRIPTION
 FW1523
 FW1523'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3534 ***********************************************************************
 FB3534  DESIGNATION -  BUCK KNOB CONTROL
 FB3534  PID         -  FB3534
 FB3534  STATE/COUNTY-  NC/JACKSON
 FB3534  USGS QUAD   -  SYLVA SOUTH (1990)
 FB3534
 FB3534                         *CURRENT SURVEY CONTROL
 FB3534  ___________________________________________________________________
 FB3534* NAD 83(2001)-  35 20 57.94074(N)    083 08 35.13988(W)     ADJUSTED  
 FB3534* NAVD 88     -      1228.5    (meters)    4031.     (feet)  VERTCON   
 FB3534  ___________________________________________________________________
 FB3534  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 FB3534  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 FB3534  HORZ ORDER  -  SECOND
 FB3534
 FB3534.The horizontal coordinates were established by classical geodetic methods
 FB3534.and adjusted by the National Geodetic Survey in August 2005.
 FB3534
 FB3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3534
 FB3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3534
 FB3534.The geoid height was determined by GEOID03.
 FB3534
 FB3534;                    North         East     Units Scale Factor Converg.
 FB3534;SPC NC       -   185,281.340   233,157.333   MT  0.99987404   -2 23 28.6
 FB3534;SPC NC       -   607,877.20    764,950.35   sFT  0.99987404   -2 23 28.6
 FB3534;UTM  17      - 3,913,902.148   305,258.942   MT  1.00006738   -1 14 25.1
 FB3534
 FB3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3534!SPC NC       -   0.99981167  x   0.99987404  =   0.99968574
 FB3534!UTM  17      -   0.99981167  x   1.00006738  =   0.99987904
 FB3534
 FB3534                          SUPERSEDED SURVEY CONTROL
 FB3534
 FB3534  NAD 83(1995)-  35 20 57.94077(N)    083 08 35.13959(W) AD(       ) 2
 FB3534  NAD 83(1986)-  35 20 57.94430(N)    083 08 35.14708(W) AD(       ) 2
 FB3534  NGVD 29 (09/18/91) 1228.5    (m)         4031.     (f) VERT ANG    3  
 FB3534
 FB3534.Superseded values are not recommended for survey control.
 FB3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3534.See file dsdata.txt to determine how the superseded data were derived.
 FB3534
 FB3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0525913902(NAD 83)
 FB3534_MARKER: DE = TRAVERSE STATION DISK
 FB3534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB3534_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FB3534_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3534
 FB3534  HISTORY     - Date     Condition        Report By
 FB3534  HISTORY     - 1981     MONUMENTED       NCGS
 FB3534
 FB3534                          STATION DESCRIPTION
 FB3534
 FB3534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3534'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES NORTHEAST OF CULLOWHEE
 FB3534'AND 4.8 MILES EAST-SOUTHEAST OF SYLVA ON BUCK KNOB.
 FB3534'
 FB3534'TO REACH STATION FROM THE INTERSECTION OF OLD NC 107 AND SR 1732 AT
 FB3534'CULLOWHEE, PROCEED SOUTHEAST ALONG SR 1732 FOR 0.90 MILE TO (WAYEHUTTA
 FB3534'CREEK ROAD) SR 1731 ON LEFT, THENCE NORTHEAST ALONG SR 1731 FOR
 FB3534'2.90 MILES TO END OF PAVEMENT, CONTINUE NORTHEAST ALONG DIRT ROAD FOR
 FB3534'1.35 MILE TO WOODS ROAD ON LEFT, THENCE NORTHWEST ALONG WOODS ROAD FOR
 FB3534'0.95 MILE TO GAP AND FORKS, THENCE SOUTH ALONG LEFT MOST FORK FOR 1.20
 FB3534'MILE TO SUMMIT OF BUCK KNOB AND STATION APPROXIMATELY 100 FEET
 FB3534'SOUTHEAST OF CREST.
 FB3534'
 FB3534'STATION MARK IS A STANDARD USFS DISK STAMPED---BUCK KNOB CONTROL
 FB3534'1981---SET IN TOP OF A 2 INCH ALUMINUM POST.  MARK IS 17.8 FEET
 FB3534'NORTH-NORTHWEST OF 12 INCH OAK, 15.0 FEET SOUTH OF 8 INCH HICKORY AND
 FB3534'13.8 FEET NORTH-NORTHEAST OF 6 INCH LOCUST ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3772 ***********************************************************************
 EZ3772  DESIGNATION -  BUCK MOUNTAIN LOOKOUT TOWER
 EZ3772  PID         -  EZ3772
 EZ3772  STATE/COUNTY-  NC/MONTGOMERY
 EZ3772  USGS QUAD   -  LOVEJOY (1994)
 EZ3772
 EZ3772                         *CURRENT SURVEY CONTROL
 EZ3772  ___________________________________________________________________
 EZ3772* NAD 83(2001)-  35 24 24.04519(N)    079 59 55.50517(W)     ADJUSTED  
 EZ3772* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EZ3772  ___________________________________________________________________
 EZ3772  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EZ3772  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3772  HORZ ORDER  -  THIRD
 EZ3772
 EZ3772.The horizontal coordinates were established by classical geodetic methods
 EZ3772.and adjusted by the National Geodetic Survey in August 2005.
 EZ3772
 EZ3772.The orthometric height was scaled from a topographic map.
 EZ3772
 EZ3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3772
 EZ3772.The geoid height was determined by GEOID03.
 EZ3772
 EZ3772;                    North         East     Units Scale Factor Converg.
 EZ3772;SPC NC       -   184,232.050   518,893.181   MT  0.99987623   -0 34 35.2
 EZ3772;SPC NC       -   604,434.65  1,702,402.04   sFT  0.99987623   -0 34 35.2
 EZ3772;UTM  17      - 3,918,604.017   590,912.777   MT  0.99970185   +0 34 48.5
 EZ3772
 EZ3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3772!SPC NC       -   1.00000482  x   0.99987623  =   0.99988105
 EZ3772!UTM  17      -   1.00000482  x   0.99970185  =   0.99970667
 EZ3772
 EZ3772                          SUPERSEDED SURVEY CONTROL
 EZ3772
 EZ3772  NAD 83(1986)-  35 24 24.05413(N)    079 59 55.51900(W) AD(       ) 4
 EZ3772  NAD 27      -  35 24 23.55000(N)    079 59 56.34400(W) AD(       ) 3
 EZ3772
 EZ3772.Superseded values are not recommended for survey control.
 EZ3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3772.See file dsdata.txt to determine how the superseded data were derived.
 EZ3772
 EZ3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9091318604(NAD 83)
 EZ3772_MARKER: 57 = LOOKOUT TOWER
 EZ3772
 EZ3772  HISTORY     - Date     Condition        Report By
 EZ3772  HISTORY     - 1948     FIRST OBSERVED   CGS
 EZ3772  HISTORY     - 1967     GOOD             CGS
 EZ3772  HISTORY     - 19830101 GOOD             NCGS
 EZ3772  HISTORY     - 19960523 GOOD             NCGS
 EZ3772
 EZ3772                          STATION DESCRIPTION
 EZ3772
 EZ3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3772'THIS IS A TRAVERSE STATION.
 EZ3772'
 EZ3772'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF TROY AND 3
 EZ3772'MILES SOUTH OF ELDORADO, ON LAND OWNED BY THE UNITED STATES
 EZ3772'FOREST SERVICE AND ON THE HIGHEST POINT OF BUCK MOUNTAIN.
 EZ3772'
 EZ3772'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET IN
 EZ3772'HEIGHT.  THE POINT OBSERVED ON WAS THE CENTER OF THE AIR VENT
 EZ3772'ON THE TOP OF THE CAB.
 EZ3772'
 EZ3772'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 EZ3772'BUCK TO THE CENTER OF THE BASE OF THE LOOKOUT TOWER
 EZ3772'AND THE DISTANCE WAS FOUND TO BE 13.910 METERS.
 EZ3772'
 EZ3772'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 109
 EZ3772'AND 27 AT THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 EZ3772'TROY, GO NORTHWEST ON HIGHWAY 109 FOR 7.1 MILES TO A SIDE ROAD
 EZ3772'LEFT AND A SIGN BUCK MTN. TOWER, TURN LEFT AND GO 0.65 MILE TO
 EZ3772'THE STATION AS DESCRIBED.
 EZ3772
 EZ3772                          STATION RECOVERY (1967)
 EZ3772
 EZ3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 EZ3772'SOME OF THE OLD STEEL MEMBERS AT THE BASE OF THE TOWER HAVE BEEN
 EZ3772'RECENTLY REPLACED, WHICH MAY POSSIBLY HAVE AFFECTED THE COLLIMATION,
 EZ3772'OTHERWISE THE TOWER IS IN GOOD CONDITION AND AS DESCRIBED.
 EZ3772'
 EZ3772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ3772'0.8 MILE SOUTHEAST OF UWHARRIE.  6.5 MILES NORTHWEST OF TROY.
 EZ3772
 EZ3772                          STATION RECOVERY (1983)
 EZ3772
 EZ3772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 EZ3772'RECOVERED AS DESCRIBED.
 EZ3772
 EZ3772                          STATION RECOVERY (1996)
 EZ3772
 EZ3772'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 EZ3772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3789 ***********************************************************************
 EZ3789  DESIGNATION -  BUCK MTN RAD TWR
 EZ3789  PID         -  EZ3789
 EZ3789  STATE/COUNTY-  NC/MONTGOMERY
 EZ3789  USGS QUAD   -  LOVEJOY (1994)
 EZ3789
 EZ3789                         *CURRENT SURVEY CONTROL
 EZ3789  ___________________________________________________________________
 EZ3789* NAD 83(2001)-  35 24 22.60220(N)    079 59 55.69411(W)     ADJUSTED  
 EZ3789* NAVD 88     -              **(meters)            **(feet)            
 EZ3789  ___________________________________________________________________
 EZ3789  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 EZ3789  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3789  HORZ ORDER  -  THIRD
 EZ3789
 EZ3789.The horizontal coordinates were established by classical geodetic methods
 EZ3789.and adjusted by the National Geodetic Survey in August 2005.
 EZ3789
 EZ3789
 EZ3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3789
 EZ3789.The geoid height was determined by GEOID03.
 EZ3789
 EZ3789;                    North         East     Units Scale Factor Converg.
 EZ3789;SPC NC       -   184,187.634   518,887.967   MT  0.99987621   -0 34 35.3
 EZ3789;SPC NC       -   604,288.93  1,702,384.94   sFT  0.99987621   -0 34 35.3
 EZ3789;UTM  17      - 3,918,559.513   590,908.462   MT  0.99970184   +0 34 48.4
 EZ3789
 EZ3789                          SUPERSEDED SURVEY CONTROL
 EZ3789
 EZ3789  NAD 83(1986)-  35 24 22.60777(N)    079 59 55.70441(W) AD(       ) 4
 EZ3789  NAD 27      -  35 24 22.10440(N)    079 59 56.53203(W) AD(       ) 3
 EZ3789
 EZ3789.Superseded values are not recommended for survey control.
 EZ3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3789.See file dsdata.txt to determine how the superseded data were derived.
 EZ3789
 EZ3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9090818560(NAD 83)
 EZ3789_MARKER: 43 = RADIO/TV TOWER
 EZ3789
 EZ3789  HISTORY     - Date     Condition        Report By
 EZ3789  HISTORY     - 1975     FIRST OBSERVED   NGS
 EZ3789
 EZ3789                          STATION DESCRIPTION
 EZ3789
 EZ3789'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2727 ***********************************************************************
 FB2727  DESIGNATION -  BUCKEYE
 FB2727  PID         -  FB2727
 FB2727  STATE/COUNTY-  NC/BUNCOMBE
 FB2727  USGS QUAD   -  OTEEN (1990)
 FB2727
 FB2727                         *CURRENT SURVEY CONTROL
 FB2727  ___________________________________________________________________
 FB2727* NAD 83(2001)-  35 35 28.46027(N)    082 25 43.80058(W)     ADJUSTED  
 FB2727* NAVD 88     -       698.229  (meters)    2290.77   (feet)  ADJUSTED  
 FB2727  ___________________________________________________________________
 FB2727  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FB2727  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB2727  DYNAMIC HT  -         697.520 (meters)    2288.45  (feet)  COMP
 FB2727  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 FB2727
 FB2727  HORZ ORDER  -  SECOND
 FB2727  VERT ORDER  -  SECOND    CLASS I
 FB2727
 FB2727.The horizontal coordinates were established by classical geodetic methods
 FB2727.and adjusted by the National Geodetic Survey in August 2005.
 FB2727
 FB2727.The orthometric height was determined by differential leveling
 FB2727.and adjusted in July 1998.
 FB2727
 FB2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2727
 FB2727.The geoid height was determined by GEOID03.
 FB2727
 FB2727.The dynamic height is computed by dividing the NAVD 88
 FB2727.geopotential number by the normal gravity value computed on the
 FB2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2727.degrees latitude (g = 980.6199 gals.).
 FB2727
 FB2727.The modeled gravity was interpolated from observed gravity values.
 FB2727
 FB2727;                    North         East     Units Scale Factor Converg.
 FB2727;SPC NC       -   209,615.675   298,953.362   MT  0.99989009   -1 58 44.5
 FB2727;SPC NC       -   687,714.09    980,816.16   sFT  0.99989009   -1 58 44.5
 FB2727;UTM  17      - 3,939,551.894   370,556.996   MT  0.99980648   -0 49 54.1
 FB2727
 FB2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2727!SPC NC       -   0.99989512  x   0.99989009  =   0.99978522
 FB2727!UTM  17      -   0.99989512  x   0.99980648  =   0.99970162
 FB2727
 FB2727:                Primary Azimuth Mark                     Grid Az
 FB2727:SPC NC       -  SAUNOOKE                                 265 07 27.0
 FB2727:UTM  17      -  SAUNOOKE                                 263 58 36.6
 FB2727
 FB2727|---------------------------------------------------------------------|
 FB2727| PID    Reference Object                     Distance      Geod. Az  |
 FB2727|                                                           dddmmss.s |
 FB2727| FB2728 SAUNOOKE                            APPROX. 2.0 KM 2630842.5 |
 FB2727|---------------------------------------------------------------------|
 FB2727
 FB2727                          SUPERSEDED SURVEY CONTROL
 FB2727
 FB2727  NAD 83(1995)-  35 35 28.46100(N)    082 25 43.80036(W) AD(       ) 2
 FB2727  NAD 83(1986)-  35 35 28.46705(N)    082 25 43.79860(W) AD(       ) 2
 FB2727  NAD 27      -  35 35 28.05999(N)    082 25 44.35022(W) AD(       ) 2
 FB2727  NGVD 29 (07/19/86)  698.3    (m)         2291.     (f) VERT ANG    3  
 FB2727
 FB2727.Superseded values are not recommended for survey control.
 FB2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2727.See file dsdata.txt to determine how the superseded data were derived.
 FB2727
 FB2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7055739552(NAD 83)
 FB2727_MARKER: DE = TRAVERSE STATION DISK
 FB2727_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FB2727_SP_SET: BRIDGE WINGWALL
 FB2727_STAMPING: BUCKEYE 1974
 FB2727_MARK LOGO: NCGS  
 FB2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2727+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1998
 FB2727
 FB2727  HISTORY     - Date     Condition        Report By
 FB2727  HISTORY     - 1974     MONUMENTED       NCGS
 FB2727  HISTORY     - 1981     GOOD             NCGS
 FB2727  HISTORY     - 19980226 GOOD             NCGS
 FB2727
 FB2727                          STATION DESCRIPTION
 FB2727
 FB2727'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2727'BUCKEYE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FB2727'THE VICINITY OF SWANNANOA, NORTH CAROLINA.
 FB2727'
 FB2727'BUCKEYE IS LOCATED APPROXIMATELY 2.0 MILES WEST OF SWANNANOA, AND
 FB2727'6.8 MILES EAST OF ASHEVILLE.  TO REACH STATION FROM THE I-40
 FB2727'OVERPASS OF U.S. 74 SE OF ASHEVILLE, PROCEED ENE ALONG I-40 FOR
 FB2727'4.5 MILES TO SR 2748 (BUCKEYE COVE ROAD) OVERPASS, AND STATION IN
 FB2727'WINGWALL AT SW CORNER OF BRIDGE.
 FB2727'
 FB2727'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FB2727'BUCKEYE 1974, SET FLUSH IN DRILL HOLE IN WINGWALL OF BRIDGE.
 FB2727'
 FB2727'MARK IS 23.2 FT SW OF C/L OF SR 2748
 FB2727'
 FB2727'2.8 FT SSW OF SOUTH END OF WEST BRIDGE RAIL
 FB2727'
 FB2727'63.2 FT NE OF PP WITH ALUMINUM REF. TAG
 FB2727'
 FB2727'109.8 FT NW OF CENTER OF EASTERN END OF CONCRETE ISLAND OF
 FB2727'SERVICE ROAD LEADING WEST
 FB2727
 FB2727                          STATION RECOVERY (1981)
 FB2727
 FB2727'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB2727'THE STATION WAS RECOVERED AT THIS DATE.
 FB2727'IT WAS FOUND AS DESCRIBED.
 FB2727'
 FB2727'RECOVERY BY CORT.
 FB2727
 FB2727                          STATION RECOVERY (1998)
 FB2727
 FB2727'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB2727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2563 ***********************************************************************
 FZ2563  DESIGNATION -  BUCKEYE
 FZ2563  PID         -  FZ2563
 FZ2563  STATE/COUNTY-  NC/ASHE
 FZ2563  USGS QUAD   -  GRASSY CREEK (1978)
 FZ2563
 FZ2563                         *CURRENT SURVEY CONTROL
 FZ2563  ___________________________________________________________________
 FZ2563* NAD 83(2001)-  36 31 15.32059(N)    081 24 41.41337(W)     ADJUSTED  
 FZ2563* NAVD 88     -       790.6    (meters)    2594.     (feet)  VERTCON   
 FZ2563  ___________________________________________________________________
 FZ2563  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FZ2563  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FZ2563  HORZ ORDER  -  SECOND
 FZ2563
 FZ2563.The horizontal coordinates were established by classical geodetic methods
 FZ2563.and adjusted by the National Geodetic Survey in August 2005.
 FZ2563
 FZ2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2563
 FZ2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2563
 FZ2563.The geoid height was determined by GEOID03.
 FZ2563
 FZ2563;                    North         East     Units Scale Factor Converg.
 FZ2563;SPC NC       -   310,029.699   393,605.811   MT  1.00011816   -1 23 30.7
 FZ2563;SPC NC       - 1,017,155.77  1,291,355.06   sFT  1.00011816   -1 23 30.7
 FZ2563;SPC VA S     - 1,024,839.019 3,239,252.713   MT  1.00005368   -1 46 01.4
 FZ2563;SPC VA S     - 3,362,326.01 10,627,448.28   sFT  1.00005368   -1 46 01.4
 FZ2563;UTM  17      - 4,041,807.616   463,157.500   MT  0.99961672   -0 14 41.6
 FZ2563
 FZ2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2563!SPC NC       -   0.99988083  x   1.00011816  =   0.99999898
 FZ2563!SPC VA S     -   0.99988083  x   1.00005368  =   0.99993451
 FZ2563!UTM  17      -   0.99988083  x   0.99961672  =   0.99949760
 FZ2563
 FZ2563                          SUPERSEDED SURVEY CONTROL
 FZ2563
 FZ2563  NAD 83(1995)-  36 31 15.32290(N)    081 24 41.41574(W) AD(       ) 2
 FZ2563  NAD 83(1993)-  36 31 15.32475(N)    081 24 41.41903(W) AD(       ) 2
 FZ2563  NAD 83(1986)-  36 31 15.33245(N)    081 24 41.42503(W) AD(       ) 2
 FZ2563  NGVD 29 (02/11/91)  790.7    (m)         2594.     (f) VERT ANG    3  
 FZ2563
 FZ2563.Superseded values are not recommended for survey control.
 FZ2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2563.See file dsdata.txt to determine how the superseded data were derived.
 FZ2563
 FZ2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6315841808(NAD 83)
 FZ2563_MARKER: DE = TRAVERSE STATION DISK
 FZ2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2563_STAMPING: BUCKEYE 1979
 FZ2563_MARK LOGO: NCGS  
 FZ2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2563+STABILITY: SURFACE MOTION
 FZ2563
 FZ2563  HISTORY     - Date     Condition        Report By
 FZ2563  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2563  HISTORY     - 20031105 SEE DESCRIPTION  NCGS
 FZ2563
 FZ2563                          STATION DESCRIPTION
 FZ2563
 FZ2563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2563'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.6 MILES NORTHWEST
 FZ2563'OF CRUMPLER AND 7.8 MILES NORTH-NORTHEAST OF JEFFERSON.
 FZ2563'
 FZ2563'TO REACH THE STATION FROM THE NC 16 BRIDGE OVER NORTH FORK NEW RIVER,
 FZ2563'PROCEED NORTH ALONG NC 16 FOR 0.15 MILE TO STATION ON RIGHT NEAR
 FZ2563'LARGE BUCKEYE TREE.
 FZ2563'
 FZ2563'STATION MARK IS A STANDARD DISK STAMPED---BUCKEYE 1979---SET IN TOP OF
 FZ2563'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FZ2563'30.5 FEET NORTHEAST OF CENTERLINE OF NC 16, 33.8 FEET NORTH-NORTHEAST
 FZ2563'OF CENTERLINE INTERSECTION NC 16 AND DIRT ROAD, AND 9.1 FEET WEST OF 3
 FZ2563'INCH FORKED BUCKEYE WITH REFERENCE TAG.
 FZ2563
 FZ2563                          STATION RECOVERY (2003)
 FZ2563
 FZ2563'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2563'STATION NOT FOUND. INSUFFICIENT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3535 ***********************************************************************
 FB3535  DESIGNATION -  BUCKEYE
 FB3535  PID         -  FB3535
 FB3535  STATE/COUNTY-  NC/JACKSON
 FB3535  USGS QUAD   -  TUCKASEGEE (1987)
 FB3535
 FB3535                         *CURRENT SURVEY CONTROL
 FB3535  ___________________________________________________________________
 FB3535* NAD 83(2001)-  35 19 11.48880(N)    083 05 44.58676(W)     ADJUSTED  
 FB3535* NAVD 88     -      1069.8    (meters)    3510.     (feet)  VERTCON   
 FB3535  ___________________________________________________________________
 FB3535  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FB3535  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 FB3535  HORZ ORDER  -  SECOND
 FB3535
 FB3535.The horizontal coordinates were established by classical geodetic methods
 FB3535.and adjusted by the National Geodetic Survey in August 2005.
 FB3535
 FB3535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3535
 FB3535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3535
 FB3535.The geoid height was determined by GEOID03.
 FB3535
 FB3535;                    North         East     Units Scale Factor Converg.
 FB3535;SPC NC       -   181,825.225   237,324.174   MT  0.99987330   -2 21 50.1
 FB3535;SPC NC       -   596,538.26    778,621.06   sFT  0.99987330   -2 21 50.1
 FB3535;UTM  17      - 3,910,529.846   309,495.171   MT  1.00004727   -1 12 43.1
 FB3535
 FB3535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3535!SPC NC       -   0.99983659  x   0.99987330  =   0.99970991
 FB3535!UTM  17      -   0.99983659  x   1.00004727  =   0.99988386
 FB3535
 FB3535                          SUPERSEDED SURVEY CONTROL
 FB3535
 FB3535  NAD 83(1995)-  35 19 11.48881(N)    083 05 44.58647(W) AD(       ) 2
 FB3535  NAD 83(1986)-  35 19 11.49612(N)    083 05 44.58940(W) AD(       ) 2
 FB3535  NGVD 29 (09/18/91) 1069.8    (m)         3510.     (f) VERT ANG    3  
 FB3535
 FB3535.Superseded values are not recommended for survey control.
 FB3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3535.See file dsdata.txt to determine how the superseded data were derived.
 FB3535
 FB3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0949510530(NAD 83)
 FB3535_MARKER: P = PIPE CAP
 FB3535_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB3535_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FB3535_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3535
 FB3535  HISTORY     - Date     Condition        Report By
 FB3535  HISTORY     - 1981     MONUMENTED       NCGS
 FB3535
 FB3535                          STATION DESCRIPTION
 FB3535
 FB3535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3535'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTH-NORTHEAST OF
 FB3535'TUCKASEGEE AND 8.0 MILES EAST-SOUTHEAST OF SYLVA AND ON A KNOB
 FB3535'APPROXIMATELY 500 FEET NORTHEAST OF BUCKEYE GAP.
 FB3535'
 FB3535'TO REACH THE STATION FROM THE INTERSECTION OF NC 107 AND (CANEY FORK
 FB3535'ROAD) SR 1737 AT EAST LAPORT, PROCEED EAST ALONG SR 1737 FOR 2.0
 FB3535'MILES TO SR 1740 (MOSES CREEK ROAD) ON LEFT, THENCE NORTHEAST ALONG
 FB3535'SR 1740 FOR 2.6 MILES TO FORK, THENCE SOUTHEASTERLY ON RIGHT ALONG
 FB3535'ROUGH ROAD FOR 0.4 MILE TO FORK, THENCE SOUTHEASTERLY ON RIGHT FORK
 FB3535'ALONG ROUGH ROAD FOR 1.2 MILES TO WOODS ROAD ON RIGHT, THENCE
 FB3535'SOUTHERLY ALONG WOODS ROAD FOR 0.65 MILE TO A GAP AND TRAIL ON RIGHT,
 FB3535'THENCE SOUTHWEST ALONG TRAIL FOR APPROXIMATELY 400 FEET TO STATION
 FB3535'ON WEST SLOPE OF KNOB.
 FB3535'
 FB3535'STATION MARK IS A STANDARD USFS CAP STAMPED---BUCKEYE 1981---SET IN
 FB3535'THE TOP OF A 2 INCH ALUMINUM PIPE, 6 INCHES ABOVE THE GROUND SURFACE.
 FB3535'MARK IS 10.8 FEET WEST OF AN 8 INCH SOURWOOD WITH REFERENCE TAG, 25.5
 FB3535'FEET EAST OF A 16 INCH OAK WITH REFERENCE TAG AND 24.3 FEET SOUTH-
 FB3535'SOUTHEAST OF A 12 INCH WHITE OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2640 ***********************************************************************
 EZ2640  DESIGNATION -  BUCKHORN
 EZ2640  PID         -  EZ2640
 EZ2640  STATE/COUNTY-  NC/WILSON
 EZ2640  USGS QUAD   -  LUCAMA (1978)
 EZ2640
 EZ2640                         *CURRENT SURVEY CONTROL
 EZ2640  ___________________________________________________________________
 EZ2640* NAD 83(2001)-  35 40 42.28022(N)    078 06 25.00217(W)     ADJUSTED  
 EZ2640* NAVD 88     -        58.486  (meters)     191.88   (feet)  ADJUSTED  
 EZ2640  ___________________________________________________________________
 EZ2640  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EZ2640  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EZ2640  DYNAMIC HT  -          58.435 (meters)     191.72  (feet)  COMP
 EZ2640  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 EZ2640
 EZ2640  HORZ ORDER  -  THIRD
 EZ2640  VERT ORDER  -  SECOND    CLASS II
 EZ2640
 EZ2640.The horizontal coordinates were established by classical geodetic methods
 EZ2640.and adjusted by the National Geodetic Survey in August 2005.
 EZ2640
 EZ2640.The orthometric height was determined by differential leveling
 EZ2640.and adjusted in June 1991.
 EZ2640
 EZ2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2640
 EZ2640.The geoid height was determined by GEOID03.
 EZ2640
 EZ2640.The dynamic height is computed by dividing the NAVD 88
 EZ2640.geopotential number by the normal gravity value computed on the
 EZ2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2640.degrees latitude (g = 980.6199 gals.).
 EZ2640
 EZ2640.The modeled gravity was interpolated from observed gravity values.
 EZ2640
 EZ2640;                    North         East     Units Scale Factor Converg.
 EZ2640;SPC NC       -   214,284.742   690,438.836   MT  0.99990024   +0 30 55.6
 EZ2640;SPC NC       -   703,032.52  2,265,214.75   sFT  0.99990024   +0 30 55.6
 EZ2640;UTM  17      - 3,952,137.873   761,834.531   MT  1.00044490   +1 41 17.8
 EZ2640
 EZ2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2640!SPC NC       -   0.99999625  x   0.99990024  =   0.99989649
 EZ2640!UTM  17      -   0.99999625  x   1.00044490  =   1.00044114
 EZ2640
 EZ2640:                Primary Azimuth Mark                     Grid Az
 EZ2640:SPC NC       -  BUCKHORN AZ MK                           008 39 31.8
 EZ2640:UTM  17      -  BUCKHORN AZ MK                           007 29 09.6
 EZ2640
 EZ2640|---------------------------------------------------------------------|
 EZ2640| PID    Reference Object                     Distance      Geod. Az  |
 EZ2640|                                                           dddmmss.s |
 EZ2640| EZ6097 BUCKHORN AZ MK                                     0091027.4 |
 EZ2640| EZ4149 KENLY                               APPROX. 9.8 KM 1714750.8 |
 EZ2640| EZ6098 BUCKHORN RM 1                        35.043 METERS 17220     |
 EZ2640| EZ2639 BUCKHORN RM 2                        27.709 METERS 25548     |
 EZ2640|---------------------------------------------------------------------|
 EZ2640
 EZ2640                          SUPERSEDED SURVEY CONTROL
 EZ2640
 EZ2640  NAD 83(1986)-  35 40 42.28876(N)    078 06 25.01331(W) AD(       ) 3
 EZ2640  NAD 27      -  35 40 41.71500(N)    078 06 26.04300(W) AD(       ) 3
 EZ2640  NGVD 29 (07/19/86)   58.8    (m)          193.     (f) LEVELING    3  
 EZ2640
 EZ2640.Superseded values are not recommended for survey control.
 EZ2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2640.See file dsdata.txt to determine how the superseded data were derived.
 EZ2640
 EZ2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6183552138(NAD 83)
 EZ2640_MARKER: DS = TRIANGULATION STATION DISK
 EZ2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2640_SP_SET: CONCRETE POST
 EZ2640_STAMPING: BUCKHORN 1949
 EZ2640_MARK LOGO: CGS   
 EZ2640_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2640+STABILITY: SURFACE MOTION
 EZ2640
 EZ2640  HISTORY     - Date     Condition        Report By
 EZ2640  HISTORY     - 1949     MONUMENTED       CGS
 EZ2640  HISTORY     - 1968     GOOD             CGS
 EZ2640  HISTORY     - 1972     GOOD             NCGS
 EZ2640  HISTORY     - 1979     GOOD             NCGS
 EZ2640
 EZ2640                          STATION DESCRIPTION
 EZ2640
 EZ2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ2640'STATION IS LOCATED IN THE VILLAGE OF BUCKHORN WHICH IS ABOUT
 EZ2640'6 MILES NORTH OF KENLY.  IT IS 202 FEET NORTHEAST OF THE
 EZ2640'INTERSECTION OF STATE HIGHWAYS NO. 42 AND NO. 581, 66 FEET
 EZ2640'NORTH OF THE CENTER OF STATE HIGHWAY NO. 42, 57 FEET EAST
 EZ2640'OF THE SOUTHEAST CORNER OF THE BUCKHORN PUBLIC SCHOOL AND
 EZ2640'5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 EZ2640'6 INCHES AND THE DISK IS STAMPED BUCKHORN 1949.
 EZ2640'
 EZ2640'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF
 EZ2640'STATE HIGHWAY NO. 42 AND 3 FEET NORTH OF A POWERLINE POLE.  THE
 EZ2640'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BUCKHORN NO 1 1949.
 EZ2640'
 EZ2640'REFERENCE MARK NO. 2 IS 51 FEET SOUTHWEST OF THE SOUTHEAST
 EZ2640'CORNER OF SCHOOL AND 27 FEET NORTH OF THE CENTER OF STATE
 EZ2640'HIGHWAY NO 42.  THE MARK IS FLUSH AND THE DISK IS STAMPED BUCKHORN
 EZ2640'NO 2 1949.
 EZ2640'
 EZ2640'AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 EZ2640'2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A TOBACCO BARN AND
 EZ2640'1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 EZ2640'AND THE DISK IS STAMPED BUCKHORN 1949.
 EZ2640'
 EZ2640'TO REACH THE STATION FROM THE JUNCTION OF OF U.S.
 EZ2640'HIGHWAY NO. 301 AND STATE HIGHWAY NO. 222 IN KENLY, GO
 EZ2640'NORTHEAST ON U.S. HIGHWAY NO. 301 FOR 2.3 MILES TO THE
 EZ2640'JUNCTION OF STATE HIGHWAY NO. 581, TURN LEFT ON STATE
 EZ2640'HIGHWAY NO. 581 AND GO NORTH FOR 4.9 MILES TO THE JUNCTION OF
 EZ2640'STATE HIGHWAY NO. 581 AND STATE HIGHWAY NO. 42 AND THE
 EZ2640'STATION IN THE NORTHEAST ANGLE.
 EZ2640'
 EZ2640'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 EZ2640'STATE HIGHWAY NO. 581 FOR 0.3 MILE TO A DRIVEWAY RIGHT, TURN
 EZ2640'RIGHT AND GO EAST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 EZ2640'AS DESCRIBED.
 EZ2640'
 EZ2640'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 EZ2640
 EZ2640                          STATION RECOVERY (1968)
 EZ2640
 EZ2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 EZ2640'THE STATION WAS VISITED AND ALL MARKS WERE RECOVERED AND FOUND ABOUT
 EZ2640'AS DESCRIBED IN 1957, EXCEPT FOR R.M. 1 WHICH HAS HAD
 EZ2640'PART OF THE DISK BROKEN OFF.  THE SCHOOL MENTIONED IS NOW A
 EZ2640'GARMENT FACTORY AND THE PROPERTY IS OWNED BY MR. JACK RAPER
 EZ2640'WHO RUNS THE SMALL STORE IN THE SOUTHEAST ANGLE OF THE CROSSROAD.
 EZ2640'
 EZ2640'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE
 EZ2640'BUCKHORN CROSSROADS WHICH IS THE JUNCTION OF STATE HIGHWAYS
 EZ2640'42 AND 581.  THIS IS 12.7 MILES WEST ALONG S.H. 42 FROM
 EZ2640'THE JUNCTION OF U.S. HIGHWAY 264 BUS AND STATE
 EZ2640'HIGHWAY 42 AND 58 IN WILSON.  THE 1949 DESCRIPTION OF THE
 EZ2640'ROUTE TO THE STATION WAS NOT CHECKED.
 EZ2640'
 EZ2640'THE STATION MARK IS AS DESCRIBED IN 1949 AND 1 FOOT SOUTH
 EZ2640'OF A 6 FOOT HIGH HEDGE AND 1 INCH BELOW THE GROUND SURFACE.
 EZ2640'
 EZ2640'R.M. 1 IS LOCATED AS DESCRIBED IN 1949.  R.M. 2 IS
 EZ2640'AS DESCRIBED AND 1 INCH BELOW THE SURFACE OF THE FRONT LAWN
 EZ2640'OF THE GARMENT FACTORY.
 EZ2640'
 EZ2640'THE AZIMUTH MARK IS AS DESCRIBED FROM THE WEST ONE OF TWO
 EZ2640'TOBACCO BARNS AND ABOUT 1 INCH BELOW THE GROUND SURFACE.
 EZ2640'
 EZ2640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ2640'6 MILES NORTH OF KENLY.
 EZ2640
 EZ2640                          STATION RECOVERY (1972)
 EZ2640
 EZ2640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (LA)
 EZ2640'BUCKHORN 1949 GOOD - REVISED DESCRIPTION
 EZ2640'
 EZ2640'BUCKHORN NO. 1 1949 ABOUT 1/2 OF TABLET KNOCKED OFF,
 EZ2640'STILL USUABLE.
 EZ2640'
 EZ2640'BUCKHORN NO. 2 1949 GOOD
 EZ2640'
 EZ2640'BUCKHORN 1949 AZ. MARK GOOD (BUT NOT VISIBLE FROM
 EZ2640'STATION-TRAILER HOUSE BLOCKING)
 EZ2640'
 EZ2640'STATION IS LOCATED APPROX. 11.5 MI. WSW OF WILSON, AND
 EZ2640'5.5 MI. N OF KENLY, IN THE SMALL COMMUNITY OF BUCKHORN
 EZ2640'CROSSROADS, ON PROPERTY OF BUCKHORN GARMENT CO. (FORMERLY BUCKHORN
 EZ2640'PUBLIC SCHOOL), ABOUT 200 FT. ENE OF INTERSECTION OF NC 42 AND
 EZ2640'NC 581, 66 FT N OF C/L OF NC 42, 57 FT E OF SE CORNER OF BUCKHORN
 EZ2640'GARMENT BLDG., ABOUT 1 FT S OF A HEDGE ROW, AND 1 INCH BELOW
 EZ2640'GROUND.
 EZ2640'
 EZ2640'CORRECT AZ. MARK TO READ--GO NORTH ON NC 581 FOR
 EZ2640'0.5 MI. TO DRIVEWAY ON RIGHT.
 EZ2640
 EZ2640                          STATION RECOVERY (1979)
 EZ2640
 EZ2640'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2640'5.7 MI NORTH FROM KENLY.
 EZ2640'AT BUCKHORN CROSSROADS, IN THE NORTHEAST QUADRANT OF N.C. 42 AND
 EZ2640'N.C. 581, ALONG AN EAST-WEST HEDGEROW ON PROPERTY OF BUCKHORN
 EZ2640'GARMENT COMPANY, FORMERLY BUCKHORN PUBLIC SCHOOL, 61.6 FEET NORTH
 EZ2640'OF CENTERLINE OF N.C. 42, 57.0 FEET EAST OF SOUTHEAST CORNER OF
 EZ2640'BUCKHORN GARMENT BUILDING AND 44.4 FEET WEST OF SOUTHWEST CORNER
 EZ2640'OF ONE AND ONE-HALF STORY FRAME RESIDENCE (NOT AT PORCH CORNER.
 EZ2640'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2639 ***********************************************************************
 EZ2639  DESIGNATION -  BUCKHORN RM 2
 EZ2639  PID         -  EZ2639
 EZ2639  STATE/COUNTY-  NC/WILSON
 EZ2639  USGS QUAD   -  LUCAMA (1978)
 EZ2639
 EZ2639                         *CURRENT SURVEY CONTROL
 EZ2639  ___________________________________________________________________
 EZ2639* NAD 83(1986)-  35 40 42.     (N)    078 06 26.     (W)     SCALED    
 EZ2639* NAVD 88     -        58.922  (meters)     193.31   (feet)  ADJUSTED  
 EZ2639  ___________________________________________________________________
 EZ2639  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EZ2639  DYNAMIC HT  -          58.870 (meters)     193.14  (feet)  COMP
 EZ2639  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 EZ2639
 EZ2639  VERT ORDER  -  SECOND    CLASS II
 EZ2639
 EZ2639.The horizontal coordinates were scaled from a topographic map and have
 EZ2639.an estimated accuracy of +/- 6 seconds.
 EZ2639
 EZ2639.The orthometric height was determined by differential leveling
 EZ2639.and adjusted in June 1991.
 EZ2639
 EZ2639.The geoid height was determined by GEOID03.
 EZ2639
 EZ2639.The dynamic height is computed by dividing the NAVD 88
 EZ2639.geopotential number by the normal gravity value computed on the
 EZ2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2639.degrees latitude (g = 980.6199 gals.).
 EZ2639
 EZ2639.The modeled gravity was interpolated from observed gravity values.
 EZ2639
 EZ2639;                    North         East    Units  Estimated Accuracy
 EZ2639;SPC NC       -   214,280.      690,410.      MT  (+/- 180 meters Scaled)
 EZ2639
 EZ2639                          SUPERSEDED SURVEY CONTROL
 EZ2639
 EZ2639.No superseded survey control is available for this station.
 EZ2639
 EZ2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV618521(NAD 83)
 EZ2639_MARKER: DR = REFERENCE MARK DISK
 EZ2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2639_SP_SET: CONCRETE POST
 EZ2639_STAMPING: BUCKHORN NO 2 1949
 EZ2639_MARK LOGO: CGS   
 EZ2639_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2639+STABILITY: SURFACE MOTION
 EZ2639
 EZ2639  HISTORY     - Date     Condition        Report By
 EZ2639  HISTORY     - 1949     MONUMENTED       CGS
 EZ2639  HISTORY     - 1979     GOOD             NCGS
 EZ2639  HISTORY     - 20060129 MARK NOT FOUND   USPSQD
 EZ2639
 EZ2639                          STATION DESCRIPTION
 EZ2639
 EZ2639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2639'5.7 MI NORTH FROM KENLY.
 EZ2639'AT BUCKHORN CROSSROADS, IN NORTHEAST QUADRANT OF N.C. 42 AND
 EZ2639'N.C. 581 AT SIDEWALK TO BUCKHORN GARMENT COMPANY (FORMERLY
 EZ2639'BUCKHORN PUBLIC SCHOOL), 25.5 FEET NORTH OF CENTERLINE OF N.C. 42,
 EZ2639'5.4 FEET EAST OF EDGE OF CONCRETE SIDEWALK AND 50.9 FEET SOUTHWEST
 EZ2639'OF SOUTHEAST CORNER OF BUCKHORN GARMENT BUILDING.
 EZ2639'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EZ2639
 EZ2639                          STATION RECOVERY (2006)
 EZ2639
 EZ2639'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EZ2639'IT APPEARS THIS MARK MAY BE THE VICITM OF WATER LINE CONSTRUCTION IN
 EZ2639'THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3232 ***********************************************************************
 FB3232  DESIGNATION -  BUCKNER
 FB3232  PID         -  FB3232
 FB3232  STATE/COUNTY-  NC/BUNCOMBE
 FB3232  USGS QUAD   -  ENKA (1990)
 FB3232
 FB3232                         *CURRENT SURVEY CONTROL
 FB3232  ___________________________________________________________________
 FB3232* NAD 83(2001)-  35 36 47.87953(N)    082 38 45.51975(W)     ADJUSTED  
 FB3232* NAVD 88     -       700.6    (meters)    2299.     (feet)  VERTCON   
 FB3232  ___________________________________________________________________
 FB3232  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 FB3232  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 FB3232  HORZ ORDER  -  SECOND
 FB3232
 FB3232.The horizontal coordinates were established by classical geodetic methods
 FB3232.and adjusted by the National Geodetic Survey in August 2005.
 FB3232
 FB3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3232
 FB3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3232
 FB3232.The geoid height was determined by GEOID03.
 FB3232
 FB3232;                    North         East     Units Scale Factor Converg.
 FB3232;SPC NC       -   212,762.473   279,378.830   MT  0.99989244   -2 06 15.7
 FB3232;SPC NC       -   698,038.21    916,595.38   sFT  0.99989244   -2 06 15.7
 FB3232;UTM  17      - 3,942,306.245   350,924.437   MT  0.99987386   -0 57 31.1
 FB3232
 FB3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3232!SPC NC       -   0.99989470  x   0.99989244  =   0.99978715
 FB3232!UTM  17      -   0.99989470  x   0.99987386  =   0.99976857
 FB3232
 FB3232|---------------------------------------------------------------------|
 FB3232| PID    Reference Object                     Distance      Geod. Az  |
 FB3232|                                                           dddmmss.s |
 FB3232| FB3231 BOB                                 194.716 METERS 11230     |
 FB3232| FB3235 DONALD                              APPROX. 0.7 KM 3133938.4 |
 FB3232|---------------------------------------------------------------------|
 FB3232
 FB3232                          SUPERSEDED SURVEY CONTROL
 FB3232
 FB3232  NAD 83(1995)-  35 36 47.88016(N)    082 38 45.51964(W) AD(       ) 2
 FB3232  NAD 83(1986)-  35 36 47.88703(N)    082 38 45.51824(W) AD(       ) 2
 FB3232  NAD 27      -  35 36 47.49642(N)    082 38 46.04592(W) AD(       ) 2
 FB3232  NGVD 29 (07/19/86)  700.7    (m)         2299.     (f) VERT ANG    3  
 FB3232
 FB3232.Superseded values are not recommended for survey control.
 FB3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3232.See file dsdata.txt to determine how the superseded data were derived.
 FB3232
 FB3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5092442306(NAD 83)
 FB3232_MARKER: DE = TRAVERSE STATION DISK
 FB3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3232+STABILITY: SURFACE MOTION
 FB3232
 FB3232  HISTORY     - Date     Condition        Report By
 FB3232  HISTORY     - 1967     MONUMENTED       NCGS
 FB3232  HISTORY     - 19970927 MARK NOT FOUND   USPSQD
 FB3232  HISTORY     - 19990218 MARK NOT FOUND   NCGS
 FB3232
 FB3232                          STATION DESCRIPTION
 FB3232
 FB3232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3232'BUCKNER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3232'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3232'
 FB3232'BUCKNER IS LOCATED APPROXIMATELY 5.5 MILES NORTHWEST OF THE CENTER OF
 FB3232'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 FB3232'63 WITH US 23 AND US 25, GO NORTHWEST ON NC 63 FOR 3.65 MILES TO
 FB3232'DRIVEWAY TO GEORGE P. BUCKNERS RESIDENCE, AND STATION, WHICH IS
 FB3232'LOCATED ON THE WEST SIDE OF NC 63 AND NORTH SIDE OF DRIVEWAY ON
 FB3232'TANGENT WITH MAILBOX AND ON WEST SIDE OF NC 63.
 FB3232'
 FB3232'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUCKNER
 FB3232'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FB3232'INCHES BELOW THE SURFACE OF THE GROUND.
 FB3232'
 FB3232'MARK IS
 FB3232'22.3 FEET SW OF
 FB3232'C/L OF NC 63,
 FB3232'2.3 FEET SW OF GEORGE BUCKNERS
 FB3232'MAILBOX, WITH ALUM. REF. TAG, AND
 FB3232'39.7 FEET N OF STONE PILLAR ON S SIDE OF BUCKNERS
 FB3232'DRIVE,
 FB3232'26.2 FEET NE OF STONE PILLAR ON N SIDE OF GEORGE BUCKNERS DRIVE,
 FB3232'35.6 FEET E OF
 FB3232'FENCE POST, WITH ALUMINUM REF. TAG,
 FB3232'50.1 FEET ENE OF WOOD FENCE POST
 FB3232'ON S SIDE OF DRIVEWAY, WITH ALUMINUM REF. TAG.
 FB3232
 FB3232                          STATION RECOVERY (1997)
 FB3232
 FB3232'RECOVERY NOTE BY US POWER SQUADRON 1997
 FB3232'MARK NOT FOUND.
 FB3232
 FB3232                          STATION RECOVERY (1999)
 FB3232
 FB3232'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3232'STATION NOT FOUND, PROBABLY DESTROYED, (NEW 5 LANE ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3014 ***********************************************************************
 EZ3014  DESIGNATION -  BUCKNER
 EZ3014  PID         -  EZ3014
 EZ3014  STATE/COUNTY-  NC/CHATHAM
 EZ3014  USGS QUAD   -  SILER CITY (1988)
 EZ3014
 EZ3014                         *CURRENT SURVEY CONTROL
 EZ3014  ___________________________________________________________________
 EZ3014* NAD 83(2001)-  35 43 21.85929(N)    079 28 58.36686(W)     ADJUSTED  
 EZ3014* NAVD 88     -       218.3    (meters)     716.     (feet)  VERTCON   
 EZ3014  ___________________________________________________________________
 EZ3014  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EZ3014  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ3014  HORZ ORDER  -  SECOND
 EZ3014
 EZ3014.The horizontal coordinates were established by classical geodetic methods
 EZ3014.and adjusted by the National Geodetic Survey in August 2005.
 EZ3014
 EZ3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3014
 EZ3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3014
 EZ3014.The geoid height was determined by GEOID03.
 EZ3014
 EZ3014;                    North         East     Units Scale Factor Converg.
 EZ3014;SPC NC       -   218,945.190   565,915.384   MT  0.99990629   -0 16 43.3
 EZ3014;SPC NC       -   718,322.68  1,856,674.06   sFT  0.99990629   -0 16 43.3
 EZ3014;UTM  17      - 3,954,257.660   637,216.612   MT  0.99983202   +0 53 09.3
 EZ3014
 EZ3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3014!SPC NC       -   0.99997051  x   0.99990629  =   0.99987680
 EZ3014!UTM  17      -   0.99997051  x   0.99983202  =   0.99980253
 EZ3014
 EZ3014:                Primary Azimuth Mark                     Grid Az
 EZ3014:SPC NC       -  DOCTOR                                   281 45 37.9
 EZ3014:UTM  17      -  DOCTOR                                   280 35 45.3
 EZ3014
 EZ3014|---------------------------------------------------------------------|
 EZ3014| PID    Reference Object                     Distance      Geod. Az  |
 EZ3014|                                                           dddmmss.s |
 EZ3014| EZ3852 DOCTOR                              APPROX. 1.8 KM 2812854.6 |
 EZ3014|---------------------------------------------------------------------|
 EZ3014
 EZ3014                          SUPERSEDED SURVEY CONTROL
 EZ3014
 EZ3014  NAD 83(1986)-  35 43 21.86291(N)    079 28 58.37613(W) AD(       ) 2
 EZ3014  NAD 27      -  35 43 21.36303(N)    079 28 59.29801(W) AD(       ) 2
 EZ3014  NGVD 29 (07/19/86)  218.5    (m)          717.     (f) VERT ANG    3  
 EZ3014
 EZ3014.Superseded values are not recommended for survey control.
 EZ3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3014.See file dsdata.txt to determine how the superseded data were derived.
 EZ3014
 EZ3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3721754258(NAD 83)
 EZ3014_MARKER: DE = TRAVERSE STATION DISK
 EZ3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3014_STAMPING: BUCKNER 1971
 EZ3014_MARK LOGO: NCGS  
 EZ3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3014+STABILITY: SURFACE MOTION
 EZ3014
 EZ3014  HISTORY     - Date     Condition        Report By
 EZ3014  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3014
 EZ3014                          STATION DESCRIPTION
 EZ3014
 EZ3014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 EZ3014'BUCKNER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3014'IN THE VICINITY OF SILER CITY, NORTH CAROLINA.
 EZ3014'
 EZ3014'BUCKNER IS LOCATED APPROXIMATELY 1.1 MILES WEST OF SILER
 EZ3014'CITY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ3014'U.S. 421 (N. SECOND AVE.) AND SR 1107 (E. THIRD ST.).  GO WEST
 EZ3014'1.2 MILES ALONG THIRD ST. TO LANE (NORTH) LEADING TO TWO STORY
 EZ3014'WHITE FRAME HOUSE, 0.05 MILE EAST OF SR 1116 (SOUTH).  GO NORTH
 EZ3014'ON LANE TO HOUSE AND STATION APPROXIMATELY 200 FT NE OF HOUSE
 EZ3014'ON CREST OF HILL AND AT TRANSMISSION LINE.
 EZ3014'
 EZ3014'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ3014'BUCKNER 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3014'WHICH IS 3 INCHES ABOVE THE GROUND.
 EZ3014'
 EZ3014'MARK IS
 EZ3014'
 EZ3014'12.4 FT NNE OF ALUMINUM REF. TAG ON NORTH PP OF H FRAME 229
 EZ3014'
 EZ3014'15.9 FT SE OF ALUMINUM REF. TAG ON 8 INCH PINE
 EZ3014'
 EZ3014'19.4 FT WSW OF ALUMINUM REF. TAG ON 6 INCH PINE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3819 ***********************************************************************
 FB3819  DESIGNATION -  BUCKNER
 FB3819  PID         -  FB3819
 FB3819  STATE/COUNTY-  NC/MADISON
 FB3819  USGS QUAD   -  BARNARDSVILLE (1978)
 FB3819
 FB3819                         *CURRENT SURVEY CONTROL
 FB3819  ___________________________________________________________________
 FB3819* NAD 83(2001)-  35 52 08.98798(N)    082 28 58.04709(W)     ADJUSTED  
 FB3819* NAVD 88     -       704.2    (meters)    2310.     (feet)  VERTCON   
 FB3819  ___________________________________________________________________
 FB3819  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 FB3819  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB3819  HORZ ORDER  -  SECOND
 FB3819
 FB3819.The horizontal coordinates were established by classical geodetic methods
 FB3819.and adjusted by the National Geodetic Survey in August 2005.
 FB3819
 FB3819.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3819
 FB3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3819
 FB3819.The geoid height was determined by GEOID03.
 FB3819
 FB3819;                    North         East     Units Scale Factor Converg.
 FB3819;SPC NC       -   240,600.874   295,148.442   MT  0.99993054   -2 00 36.6
 FB3819;SPC NC       -   789,371.37    968,332.85   sFT  0.99993054   -2 00 36.6
 FB3819;UTM  17      - 3,970,451.999   366,134.464   MT  0.99982081   -0 52 08.2
 FB3819
 FB3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3819!SPC NC       -   0.99989420  x   0.99993054  =   0.99982475
 FB3819!UTM  17      -   0.99989420  x   0.99982081  =   0.99971503
 FB3819
 FB3819                          SUPERSEDED SURVEY CONTROL
 FB3819
 FB3819  NAD 83(1995)-  35 52 08.98844(N)    082 28 58.04710(W) AD(       ) 2
 FB3819  NAD 83(1986)-  35 52 09.00197(N)    082 28 58.05122(W) AD(       ) 2
 FB3819  NGVD 29 (02/22/93)  704.3    (m)         2311.     (f) VERT ANG    3  
 FB3819
 FB3819.Superseded values are not recommended for survey control.
 FB3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3819.See file dsdata.txt to determine how the superseded data were derived.
 FB3819
 FB3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6613470452(NAD 83)
 FB3819_MARKER: DE = TRAVERSE STATION DISK
 FB3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3819_SP_SET: CONCRETE POST
 FB3819_STAMPING: BUCKNER 1984
 FB3819_MARK LOGO: NCGS  
 FB3819_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3819+STABILITY: SURFACE MOTION
 FB3819
 FB3819  HISTORY     - Date     Condition        Report By
 FB3819  HISTORY     - 1984     MONUMENTED       NCGS
 FB3819
 FB3819                          STATION DESCRIPTION
 FB3819
 FB3819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB3819'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF MARS HILL.
 FB3819'PROCEED ALONG US 19 FOR 5.4 KM (3.35 MI) NORTHEAST FROM THE US 19-23
 FB3819'JUNCTION, AT SR 1516 AND APPROXIMATELY 100 FEET NORTH OF INTERSECTION.
 FB3819'THE STATION IS A STANDARD NCGS DISK STAMPED---BUCKNER 1984---, SET
 FB3819'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3819'GROUND.  LOCATED 12.07 METERS (39.6 FT) WEST-NORTHWEST FROM THE
 FB3819'CENTERLINE OF US 19, 31.24 METERS (102.5 FT) NORTH FROM THE CENTERLINE
 FB3819'INTERSECTION OF US 19 AND SR 1516--AND 10.06 METERS (33.0 FT)
 FB3819'EAST-SOUTHEAST FROM A POWER POLE WITH TRANSFORMER, AND 27.28 METERS
 FB3819'(89.5 FT) NORTHEAST FROM A POWER SERVICE POLE--BOTH WITH REFERENCE
 FB3819'TAGS.
 FB3819'MARK IS 2 FEET BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4496 ***********************************************************************
 DF4496  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4496  DESIGNATION -  BUCKRIDGE 1
 DF4496  PID         -  DF4496
 DF4496  STATE/COUNTY-  NC/TYRRELL
 DF4496  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4496
 DF4496                         *CURRENT SURVEY CONTROL
 DF4496  ___________________________________________________________________
 DF4496* NAD 83(2007)-  35 43 33.67232(N)    076 05 59.43726(W)     ADJUSTED  
 DF4496* NAVD 88     -         0.41   (meters)       1.3    (feet)  GPS OBS   
 DF4496  ___________________________________________________________________
 DF4496  EPOCH DATE  -        2002.00
 DF4496  X           -   1,245,302.440 (meters)                     COMP
 DF4496  Y           -  -5,031,974.818 (meters)                     COMP
 DF4496  Z           -   3,703,532.741 (meters)                     COMP
 DF4496  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DF4496  ELLIP HEIGHT-         -38.221 (meters)          (02/10/07) ADJUSTED
 DF4496  GEOID HEIGHT-         -38.59  (meters)                     GEOID03
 DF4496
 DF4496  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4496  Type    PID    Designation                      North   East  Ellip
 DF4496  -------------------------------------------------------------------
 DF4496  NETWORK DF4496 BUCKRIDGE 1                       0.55   0.43   1.59
 DF4496  -------------------------------------------------------------------
 DF4496
 DF4496.The horizontal coordinates were established by GPS observations
 DF4496.and adjusted by the National Geodetic Survey in February 2007.
 DF4496
 DF4496.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4496.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4496.The horizontal coordinates are valid at the epoch date displayed above.
 DF4496.The epoch date for horizontal control is a decimal equivalence
 DF4496.of Year/Month/Day.
 DF4496
 DF4496.The orthometric height was determined by GPS observations and a
 DF4496.high-resolution geoid model.
 DF4496.The orthometric height was determined by GPS observations and a
 DF4496.high-resolution geoid model using precise GPS observation and
 DF4496.processing techniques.
 DF4496
 DF4496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4496
 DF4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4496
 DF4496.The ellipsoidal height was determined by GPS observations
 DF4496.and is referenced to NAD 83.
 DF4496
 DF4496.The geoid height was determined by GEOID03.
 DF4496
 DF4496;                    North         East     Units Scale Factor Converg.
 DF4496;SPC NC       -   223,035.197   871,929.703   MT  0.99990676   +1 40 26.0
 DF4496;SPC NC       -   731,741.31  2,860,656.03   sFT  0.99990676   +1 40 26.0
 DF4496;UTM  18      - 3,954,118.274   400,530.006   MT  0.99972192   -0 38 32.1
 DF4496
 DF4496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4496!SPC NC       -   1.00000600  x   0.99990676  =   0.99991276
 DF4496!UTM  18      -   1.00000600  x   0.99972192  =   0.99972792
 DF4496
 DF4496:                Primary Azimuth Mark                     Grid Az
 DF4496:SPC NC       -  BUCKRIDGE 11                             027 11 11.4
 DF4496:UTM  18      -  BUCKRIDGE 11                             029 30 09.5
 DF4496
 DF4496|---------------------------------------------------------------------|
 DF4496| PID    Reference Object                     Distance      Geod. Az  |
 DF4496|                                                           dddmmss.s |
 DF4496| DF4485 BUCKRIDGE 11                        APPROX. 1.4 KM 0285137.4 |
 DF4496| DF4486 BUCKRIDGE 12                        APPROX. 0.7 KM 1270548.7 |
 DF4496|---------------------------------------------------------------------|
 DF4496
 DF4496                          SUPERSEDED SURVEY CONTROL
 DF4496
 DF4496  NAD 83(1986)-  35 43 33.68540(N)    076 05 59.44198(W) AD(       ) 1
 DF4496  NAD 83(2001)-  35 43 33.67236(N)    076 05 59.43673(W) AD(       ) 1
 DF4496  ELLIP H (03/24/03)  -38.223  (m)                       GP(       ) 4 1
 DF4496
 DF4496.Superseded values are not recommended for survey control.
 DF4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4496.See file dsdata.txt to determine how the superseded data were derived.
 DF4496
 DF4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0053054118(NAD 83)
 DF4496_MARKER: I = METAL ROD
 DF4496_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4496_STAMPING: BUCKRIDGE 1 2001
 DF4496_MARK LOGO: NCGS  
 DF4496_PROJECTION: FLUSH
 DF4496_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4496+STABILITY: POSITION/ELEVATION WELL
 DF4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4496+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4496_ROD/PIPE-DEPTH: 19.1 meters
 DF4496_SLEEVE-DEPTH  : 0.6 meters
 DF4496
 DF4496  HISTORY     - Date     Condition        Report By
 DF4496  HISTORY     - 2001     MONUMENTED       NCGS
 DF4496
 DF4496                          STATION DESCRIPTION
 DF4496
 DF4496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4496'STATION IS LOCATED ABOUT 15.8 MI (25.4 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4496'AND 2.9 MI (4.7 KM) EAST OF GUM NECK.
 DF4496'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM NC 94/US 64, IN
 DF4496'COLUMBIA, TO SR 1310 (N. GUM NECK RD.), THENCE EAST ALONG SR 1310 FOR
 DF4496'3.4 MI (5.5 KM) TO SR 1314 ALSO (N. GUM NECK RD), THENCE 1.5 MI (2.4
 DF4496'KM) SOUTHERLY ALONG SR 1314 TO SR 1314 NOW (GRAPEVINE LANDING RD.),
 DF4496'THENCE ALONG SR 1314 FOR 1.2 MI (1.9 KM) EASTERLY TO A MOBILE HOME AND
 DF4496'STATION.
 DF4496'MARK IS ABOUT LEVEL WITH SR 1314 AND IS FLUSH WITH THE GROUND. LOCATED
 DF4496'122 FT (37.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1314, 38.8 FT
 DF4496'(11.8 M) NORTHWEST OF THE NORTHWEST CORNER OF MOBILE HOME, 1.2 FT (0.4
 DF4496'M) SOUTHEAST OF A WITNESS SIGN, 102.7 FT (31.3 M) WEST OF THE
 DF4496'NORTHEAST CORNER OF A MOBILE HOME AND 68.4 FT (20.8 M) WEST OF A
 DF4496'SATELLITE DISH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4484 ***********************************************************************
 DF4484  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4484  DESIGNATION -  BUCKRIDGE 10
 DF4484  PID         -  DF4484
 DF4484  STATE/COUNTY-  NC/TYRRELL
 DF4484  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4484
 DF4484                         *CURRENT SURVEY CONTROL
 DF4484  ___________________________________________________________________
 DF4484* NAD 83(2007)-  35 44 43.54019(N)    076 06 29.43548(W)     ADJUSTED  
 DF4484* NAVD 88     -         0.84   (meters)       2.8    (feet)  GPS OBS   
 DF4484  ___________________________________________________________________
 DF4484  EPOCH DATE  -        2002.00
 DF4484  X           -   1,244,268.737 (meters)                     COMP
 DF4484  Y           -  -5,030,935.360 (meters)                     COMP
 DF4484  Z           -   3,705,280.929 (meters)                     COMP
 DF4484  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DF4484  ELLIP HEIGHT-         -37.764 (meters)          (02/10/07) ADJUSTED
 DF4484  GEOID HEIGHT-         -38.57  (meters)                     GEOID03
 DF4484
 DF4484  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4484  Type    PID    Designation                      North   East  Ellip
 DF4484  -------------------------------------------------------------------
 DF4484  NETWORK DF4484 BUCKRIDGE 10                      0.98   0.76   2.61
 DF4484  -------------------------------------------------------------------
 DF4484
 DF4484.The horizontal coordinates were established by GPS observations
 DF4484.and adjusted by the National Geodetic Survey in February 2007.
 DF4484
 DF4484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4484.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4484.The horizontal coordinates are valid at the epoch date displayed above.
 DF4484.The epoch date for horizontal control is a decimal equivalence
 DF4484.of Year/Month/Day.
 DF4484
 DF4484.The orthometric height was determined by GPS observations and a
 DF4484.high-resolution geoid model.
 DF4484.The orthometric height was determined by GPS observations and a
 DF4484.high-resolution geoid model using precise GPS observation and
 DF4484.processing techniques.
 DF4484
 DF4484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4484
 DF4484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4484
 DF4484.The ellipsoidal height was determined by GPS observations
 DF4484.and is referenced to NAD 83.
 DF4484
 DF4484.The geoid height was determined by GEOID03.
 DF4484
 DF4484;                    North         East     Units Scale Factor Converg.
 DF4484;SPC NC       -   225,165.466   871,113.469   MT  0.99990962   +1 40 08.7
 DF4484;SPC NC       -   738,730.37  2,857,978.11   sFT  0.99990962   +1 40 08.7
 DF4484;UTM  18      - 3,956,279.391   399,800.673   MT  0.99972372   -0 38 50.8
 DF4484
 DF4484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4484!SPC NC       -   1.00000593  x   0.99990962  =   0.99991555
 DF4484!UTM  18      -   1.00000593  x   0.99972372  =   0.99972965
 DF4484
 DF4484                          SUPERSEDED SURVEY CONTROL
 DF4484
 DF4484  NAD 83(1986)-  35 44 43.55453(N)    076 06 29.44173(W) AD(       ) 1
 DF4484  NAD 83(2001)-  35 44 43.54029(N)    076 06 29.43487(W) AD(       ) 1
 DF4484  ELLIP H (03/24/03)  -37.765  (m)                       GP(       ) 4 1
 DF4484
 DF4484.Superseded values are not recommended for survey control.
 DF4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4484.See file dsdata.txt to determine how the superseded data were derived.
 DF4484
 DF4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9980156279(NAD 83)
 DF4484_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4484_STAMPING: BUCKRIDGE 10 2001
 DF4484_MARK LOGO: NCGS  
 DF4484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4484+STABILITY: SURFACE MOTION
 DF4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4484+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4484
 DF4484  HISTORY     - Date     Condition        Report By
 DF4484  HISTORY     - 2001     MONUMENTED       NCGS
 DF4484
 DF4484                          STATION DESCRIPTION
 DF4484
 DF4484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4484'STATION IS LOCATED ABOUT 14.4 MI (23.2 KM) SOUTHEAST OF COLUMBIA AND
 DF4484'3.0 MI (4.8 KM) NORTH OF GUM NECK.
 DF4484'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4484'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4484'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4484'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4484'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 2.0 MI (3.2 KM) TO A
 DF4484'ROAD LEADING NORTH, THENCE ALONG ROAD LEADING NORTH FOR 1.5 MI (2.4
 DF4484'KM) TO THE STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4484'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE
 DF4484'GROUND. LOCATED 14 FT (4.3 M) WEST OF THE CENTERLINE OF ROAD LEADING
 DF4484'NORTHERLY, 32 FT (9.8 M) NORTH-NORTHEAST OF ROAD LEADING EAST AND WEST
 DF4484'AND 70.5 FT (21.5 M) NORTH OF 30 INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4485 ***********************************************************************
 DF4485  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4485  DESIGNATION -  BUCKRIDGE 11
 DF4485  PID         -  DF4485
 DF4485  STATE/COUNTY-  NC/TYRRELL
 DF4485  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4485
 DF4485                         *CURRENT SURVEY CONTROL
 DF4485  ___________________________________________________________________
 DF4485* NAD 83(2007)-  35 44 14.35229(N)    076 05 31.93677(W)     ADJUSTED  
 DF4485* NAVD 88     -         0.57   (meters)       1.9    (feet)  GPS OBS   
 DF4485  ___________________________________________________________________
 DF4485  EPOCH DATE  -        2002.00
 DF4485  X           -   1,245,797.361 (meters)                     COMP
 DF4485  Y           -  -5,031,098.131 (meters)                     COMP
 DF4485  Z           -   3,704,550.589 (meters)                     COMP
 DF4485  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DF4485  ELLIP HEIGHT-         -38.076 (meters)          (02/10/07) ADJUSTED
 DF4485  GEOID HEIGHT-         -38.61  (meters)                     GEOID03
 DF4485
 DF4485  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4485  Type    PID    Designation                      North   East  Ellip
 DF4485  -------------------------------------------------------------------
 DF4485  NETWORK DF4485 BUCKRIDGE 11                      0.67   0.61   1.96
 DF4485  -------------------------------------------------------------------
 DF4485
 DF4485.The horizontal coordinates were established by GPS observations
 DF4485.and adjusted by the National Geodetic Survey in February 2007.
 DF4485
 DF4485.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4485.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4485.The horizontal coordinates are valid at the epoch date displayed above.
 DF4485.The epoch date for horizontal control is a decimal equivalence
 DF4485.of Year/Month/Day.
 DF4485
 DF4485.The orthometric height was determined by GPS observations and a
 DF4485.high-resolution geoid model.
 DF4485.The orthometric height was determined by GPS observations and a
 DF4485.high-resolution geoid model using precise GPS observation and
 DF4485.processing techniques.
 DF4485
 DF4485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4485
 DF4485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4485
 DF4485.The ellipsoidal height was determined by GPS observations
 DF4485.and is referenced to NAD 83.
 DF4485
 DF4485.The geoid height was determined by GEOID03.
 DF4485
 DF4485;                    North         East     Units Scale Factor Converg.
 DF4485;SPC NC       -   224,308.536   872,583.763   MT  0.99990841   +1 40 41.9
 DF4485;SPC NC       -   735,918.92  2,862,801.90   sFT  0.99990841   +1 40 41.9
 DF4485;UTM  18      - 3,955,363.907   401,234.862   MT  0.99972020   -0 38 16.7
 DF4485
 DF4485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4485!SPC NC       -   1.00000598  x   0.99990841  =   0.99991439
 DF4485!UTM  18      -   1.00000598  x   0.99972020  =   0.99972617
 DF4485
 DF4485:                Primary Azimuth Mark                     Grid Az
 DF4485:SPC NC       -  BUCKRIDGE 3                              058 16 35.3
 DF4485:UTM  18      -  BUCKRIDGE 3                              060 35 33.9
 DF4485
 DF4485|---------------------------------------------------------------------|
 DF4485| PID    Reference Object                     Distance      Geod. Az  |
 DF4485|                                                           dddmmss.s |
 DF4485| DF4478 BUCKRIDGE 3                         APPROX. 1.2 KM 0595717.2 |
 DF4485|---------------------------------------------------------------------|
 DF4485
 DF4485                          SUPERSEDED SURVEY CONTROL
 DF4485
 DF4485  NAD 83(1986)-  35 44 14.36603(N)    076 05 31.94230(W) AD(       ) 1
 DF4485  NAD 83(2001)-  35 44 14.35236(N)    076 05 31.93621(W) AD(       ) 1
 DF4485  ELLIP H (03/24/03)  -38.077  (m)                       GP(       ) 4 1
 DF4485
 DF4485.Superseded values are not recommended for survey control.
 DF4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4485.See file dsdata.txt to determine how the superseded data were derived.
 DF4485
 DF4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0123555364(NAD 83)
 DF4485_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4485_STAMPING: BUCKRIDGE 11 2001
 DF4485_MARK LOGO: NCGS  
 DF4485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4485+STABILITY: SURFACE MOTION
 DF4485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4485+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4485
 DF4485  HISTORY     - Date     Condition        Report By
 DF4485  HISTORY     - 2001     MONUMENTED       NCGS
 DF4485
 DF4485                          STATION DESCRIPTION
 DF4485
 DF4485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001
 DF4485'STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) SOUTHEAST OF COLUMBIA AND
 DF4485'3.5 MI (5.6 KM) EAST-NORTHEAST OF GUM NECK.
 DF4485'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4485'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4485'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4485'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4485'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 2.0 MI (3.2 KM) TO
 DF4485'ROAD LEADING NORTH, THENCE NORTH ALONG ROAD FOR 0.3 MI (0.5 KM) TO
 DF4485'STATION ON THE WEST SIDE OF ROAD. NOTE--STATION IS ON GATED PROPERTY.
 DF4485'MARK IS ABOUT LEVEL WITH ROAD AND IS RECESSED 2 INCHES BELOW THE
 DF4485'GROUND. LOCATED 14 FT (4.3 M) WEST OF THE CENTERLINE OF ROAD, 10 FT
 DF4485'(3.0 M) EAST OF THE EAST EDGE OF CANAL ON WEST SIDE OF ROAD AND 52.0
 DF4485'FT (15.8 M) SOUTHWEST OF A 30 INCH TWIN CYPRESS WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4486 ***********************************************************************
 DF4486  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4486  DESIGNATION -  BUCKRIDGE 12
 DF4486  PID         -  DF4486
 DF4486  STATE/COUNTY-  NC/TYRRELL
 DF4486  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4486
 DF4486                         *CURRENT SURVEY CONTROL
 DF4486  ___________________________________________________________________
 DF4486* NAD 83(2007)-  35 43 19.63535(N)    076 05 36.67527(W)     ADJUSTED  
 DF4486* NAVD 88     -         0.55   (meters)       1.8    (feet)  GPS OBS   
 DF4486  ___________________________________________________________________
 DF4486  EPOCH DATE  -        2002.00
 DF4486  X           -   1,245,918.462 (meters)                     COMP
 DF4486  Y           -  -5,032,082.664 (meters)                     COMP
 DF4486  Z           -   3,703,181.596 (meters)                     COMP
 DF4486  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 DF4486  ELLIP HEIGHT-         -38.091 (meters)          (02/10/07) ADJUSTED
 DF4486  GEOID HEIGHT-         -38.61  (meters)                     GEOID03
 DF4486
 DF4486  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4486  Type    PID    Designation                      North   East  Ellip
 DF4486  -------------------------------------------------------------------
 DF4486  NETWORK DF4486 BUCKRIDGE 12                      0.74   0.63   2.12
 DF4486  -------------------------------------------------------------------
 DF4486
 DF4486.The horizontal coordinates were established by GPS observations
 DF4486.and adjusted by the National Geodetic Survey in February 2007.
 DF4486
 DF4486.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4486.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4486.The horizontal coordinates are valid at the epoch date displayed above.
 DF4486.The epoch date for horizontal control is a decimal equivalence
 DF4486.of Year/Month/Day.
 DF4486
 DF4486.The orthometric height was determined by GPS observations and a
 DF4486.high-resolution geoid model.
 DF4486.The orthometric height was determined by GPS observations and a
 DF4486.high-resolution geoid model using precise GPS observation and
 DF4486.processing techniques.
 DF4486
 DF4486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4486
 DF4486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4486
 DF4486.The ellipsoidal height was determined by GPS observations
 DF4486.and is referenced to NAD 83.
 DF4486
 DF4486.The geoid height was determined by GEOID03.
 DF4486
 DF4486;                    North         East     Units Scale Factor Converg.
 DF4486;SPC NC       -   222,619.523   872,514.118   MT  0.99990620   +1 40 39.1
 DF4486;SPC NC       -   730,377.55  2,862,573.40   sFT  0.99990620   +1 40 39.1
 DF4486;UTM  18      - 3,953,679.403   401,097.041   MT  0.99972054   -0 38 18.6
 DF4486
 DF4486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4486!SPC NC       -   1.00000598  x   0.99990620  =   0.99991218
 DF4486!UTM  18      -   1.00000598  x   0.99972054  =   0.99972652
 DF4486
 DF4486:                Primary Azimuth Mark                     Grid Az
 DF4486:SPC NC       -  BUCKRIDGE 6                              065 59 13.9
 DF4486:UTM  18      -  BUCKRIDGE 6                              068 18 11.6
 DF4486
 DF4486|---------------------------------------------------------------------|
 DF4486| PID    Reference Object                     Distance      Geod. Az  |
 DF4486|                                                           dddmmss.s |
 DF4486| DF4481 BUCKRIDGE 6                         APPROX. 1.4 KM 0673953.0 |
 DF4486| DF4487 BUCKRIDGE 13                        APPROX. 1.9 KM 1724233.7 |
 DF4486|---------------------------------------------------------------------|
 DF4486
 DF4486                          SUPERSEDED SURVEY CONTROL
 DF4486
 DF4486  NAD 83(1986)-  35 43 19.64854(N)    076 05 36.68024(W) AD(       ) 1
 DF4486  NAD 83(2001)-  35 43 19.63540(N)    076 05 36.67471(W) AD(       ) 1
 DF4486  ELLIP H (03/24/03)  -38.092  (m)                       GP(       ) 4 1
 DF4486
 DF4486.Superseded values are not recommended for survey control.
 DF4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4486.See file dsdata.txt to determine how the superseded data were derived.
 DF4486
 DF4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0109753679(NAD 83)
 DF4486_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4486_STAMPING: BUCKRIDGE 12 2001
 DF4486_MARK LOGO: NCGS  
 DF4486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4486+STABILITY: SURFACE MOTION
 DF4486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4486+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4486
 DF4486  HISTORY     - Date     Condition        Report By
 DF4486  HISTORY     - 2001     MONUMENTED       NCGS
 DF4486
 DF4486                          STATION DESCRIPTION
 DF4486
 DF4486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4486'STATION IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHEAST OF COLUMBIA AND
 DF4486'4.6 MI (7.4 KM) EAST OF GUM NECK.
 DF4486'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4486'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE
 DF4486'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE SOUTHERLY ALONG
 DF4486'SR 1314 FOR 1.5 MI (2.4 KM) TO SR 1314 NOW (GRAPEVINE LANDING RD),
 DF4486'THENCE EASTERLY ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO A GATED ROAD
 DF4486'LEADING EAST, THENCE EASTERLY ALONG GATED ROAD FOR 0.5 M (1.6 FT) TO
 DF4486'STATION ABOUT HALF THE WAY THROUGH CURVE. NOTE--STATION IS ON GATED
 DF4486'PROPERTY.
 DF4486'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE
 DF4486'GROUND. LOCATED 10 FT (3.0 M) NORTHEAST OF THE CENTERLINE OF ROAD, 17
 DF4486'FT (5.2 M) SOUTHWEST OF THE WESTERN EDGE OF CANAL LEADING NORTH/SOUTH
 DF4486'AND 113.2 FT (34.5 M) SOUTH OF A 5 INCH GUM WITH  REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4487 ***********************************************************************
 DF4487  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4487  DESIGNATION -  BUCKRIDGE 13
 DF4487  PID         -  DF4487
 DF4487  STATE/COUNTY-  NC/TYRRELL
 DF4487  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4487
 DF4487                         *CURRENT SURVEY CONTROL
 DF4487  ___________________________________________________________________
 DF4487* NAD 83(2007)-  35 42 19.66848(N)    076 05 27.26942(W)     ADJUSTED  
 DF4487* NAVD 88     -         0.65   (meters)       2.1    (feet)  GPS OBS   
 DF4487  ___________________________________________________________________
 DF4487  EPOCH DATE  -        2002.00
 DF4487  X           -   1,246,407.283 (meters)                     COMP
 DF4487  Y           -  -5,033,073.135 (meters)                     COMP
 DF4487  Z           -   3,701,681.014 (meters)                     COMP
 DF4487  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DF4487  ELLIP HEIGHT-         -38.008 (meters)          (02/10/07) ADJUSTED
 DF4487  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 DF4487
 DF4487  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4487  Type    PID    Designation                      North   East  Ellip
 DF4487  -------------------------------------------------------------------
 DF4487  NETWORK DF4487 BUCKRIDGE 13                      0.82   0.69   2.25
 DF4487  -------------------------------------------------------------------
 DF4487
 DF4487.The horizontal coordinates were established by GPS observations
 DF4487.and adjusted by the National Geodetic Survey in February 2007.
 DF4487
 DF4487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4487.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4487.The horizontal coordinates are valid at the epoch date displayed above.
 DF4487.The epoch date for horizontal control is a decimal equivalence
 DF4487.of Year/Month/Day.
 DF4487
 DF4487.The orthometric height was determined by GPS observations and a
 DF4487.high-resolution geoid model.
 DF4487.The orthometric height was determined by GPS observations and a
 DF4487.high-resolution geoid model using precise GPS observation and
 DF4487.processing techniques.
 DF4487
 DF4487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4487
 DF4487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4487
 DF4487.The ellipsoidal height was determined by GPS observations
 DF4487.and is referenced to NAD 83.
 DF4487
 DF4487.The geoid height was determined by GEOID03.
 DF4487
 DF4487;                    North         East     Units Scale Factor Converg.
 DF4487;SPC NC       -   220,779.207   872,804.541   MT  0.99990386   +1 40 44.5
 DF4487;SPC NC       -   724,339.78  2,863,526.23   sFT  0.99990386   +1 40 44.5
 DF4487;UTM  18      - 3,951,829.197   401,312.821   MT  0.99972001   -0 38 12.2
 DF4487
 DF4487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4487!SPC NC       -   1.00000597  x   0.99990386  =   0.99990982
 DF4487!UTM  18      -   1.00000597  x   0.99972001  =   0.99972597
 DF4487
 DF4487:                Primary Azimuth Mark                     Grid Az
 DF4487:SPC NC       -  BUCKRIDGE 2                              171 25 59.5
 DF4487:UTM  18      -  BUCKRIDGE 2                              173 44 56.2
 DF4487
 DF4487|---------------------------------------------------------------------|
 DF4487| PID    Reference Object                     Distance      Geod. Az  |
 DF4487|                                                           dddmmss.s |
 DF4487| DF4477 BUCKRIDGE 2                         APPROX. 0.8 KM 1730644.0 |
 DF4487|---------------------------------------------------------------------|
 DF4487
 DF4487                          SUPERSEDED SURVEY CONTROL
 DF4487
 DF4487  NAD 83(1986)-  35 42 19.68147(N)    076 05 27.27410(W) AD(       ) 1
 DF4487  NAD 83(2001)-  35 42 19.66851(N)    076 05 27.26885(W) AD(       ) 1
 DF4487  ELLIP H (03/24/03)  -38.006  (m)                       GP(       ) 4 1
 DF4487
 DF4487.Superseded values are not recommended for survey control.
 DF4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4487.See file dsdata.txt to determine how the superseded data were derived.
 DF4487
 DF4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0131351829(NAD 83)
 DF4487_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4487_STAMPING: BUCKRIDGE 13 2001
 DF4487_MARK LOGO: NCGS  
 DF4487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4487+STABILITY: SURFACE MOTION
 DF4487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4487+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4487
 DF4487  HISTORY     - Date     Condition        Report By
 DF4487  HISTORY     - 2001     MONUMENTED       NCGS
 DF4487
 DF4487                          STATION DESCRIPTION
 DF4487
 DF4487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001
 DF4487'STATION IS LOCATED ABOUT 17.2 MI (27.7 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4487'AND 3.5 MI (5.6 KM) EAST-SOUTHEAST OF GUM NECK.
 DF4487'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4487'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE ALONG
 DF4487'SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4487'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4487'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO A
 DF4487'GATED ROAD LEADING EASTERLY AT CEMETERY, THENCE ALONG ROAD FOR 1.6 MI
 DF4487'(2.6 KM) TO A ROAD LEADING WEST AND THE STATION. NOTE--STATION IS ON
 DF4487'GATED PROPERTY.
 DF4487'MARK IS ABOUT 1-FT LOWER THAN THE ROAD LEADING NORTH/SOUTH AND IS
 DF4487'RECESSED 4 INCHES BELOW THE GROUND. LOCATED 54 FT (16.5 M) NORTH OF
 DF4487'THE CENTERLINE OF ROAD LEADING WEST, 53.4 FT (16.3 M) NORTHEAST OF A
 DF4487'36 INCH PLASTIC CULVERT AND 94.4 FT (28.8 M) NORTHWEST OF A 12 INCH
 DF4487'PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4488 ***********************************************************************
 DF4488  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4488  DESIGNATION -  BUCKRIDGE 14
 DF4488  PID         -  DF4488
 DF4488  STATE/COUNTY-  NC/TYRRELL
 DF4488  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4488
 DF4488                         *CURRENT SURVEY CONTROL
 DF4488  ___________________________________________________________________
 DF4488* NAD 83(2007)-  35 41 17.98533(N)    076 03 56.35403(W)     ADJUSTED  
 DF4488* NAVD 88     -         0.59   (meters)       1.9    (feet)  GPS OBS   
 DF4488  ___________________________________________________________________
 DF4488  EPOCH DATE  -        2002.00
 DF4488  X           -   1,248,892.694 (meters)                     COMP
 DF4488  Y           -  -5,033,599.814 (meters)                     COMP
 DF4488  Z           -   3,700,137.047 (meters)                     COMP
 DF4488  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 DF4488  ELLIP HEIGHT-         -38.121 (meters)          (02/10/07) ADJUSTED
 DF4488  GEOID HEIGHT-         -38.67  (meters)                     GEOID03
 DF4488
 DF4488  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4488  Type    PID    Designation                      North   East  Ellip
 DF4488  -------------------------------------------------------------------
 DF4488  NETWORK DF4488 BUCKRIDGE 14                      0.67   0.55   1.74
 DF4488  -------------------------------------------------------------------
 DF4488
 DF4488.The horizontal coordinates were established by GPS observations
 DF4488.and adjusted by the National Geodetic Survey in February 2007.
 DF4488
 DF4488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4488.The horizontal coordinates are valid at the epoch date displayed above.
 DF4488.The epoch date for horizontal control is a decimal equivalence
 DF4488.of Year/Month/Day.
 DF4488
 DF4488.The orthometric height was determined by GPS observations and a
 DF4488.high-resolution geoid model.
 DF4488.The orthometric height was determined by GPS observations and a
 DF4488.high-resolution geoid model using precise GPS observation and
 DF4488.processing techniques.
 DF4488
 DF4488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4488
 DF4488.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4488
 DF4488.The ellipsoidal height was determined by GPS observations
 DF4488.and is referenced to NAD 83.
 DF4488
 DF4488.The geoid height was determined by GEOID03.
 DF4488
 DF4488;                    North         East     Units Scale Factor Converg.
 DF4488;SPC NC       -   218,946.373   875,144.968   MT  0.99990154   +1 41 37.0
 DF4488;SPC NC       -   718,326.56  2,871,204.78   sFT  0.99990154   +1 41 37.0
 DF4488;UTM  18      - 3,949,903.657   403,576.865   MT  0.99971457   -0 37 18.2
 DF4488
 DF4488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4488!SPC NC       -   1.00000598  x   0.99990154  =   0.99990752
 DF4488!UTM  18      -   1.00000598  x   0.99971457  =   0.99972055
 DF4488
 DF4488:                Primary Azimuth Mark                     Grid Az
 DF4488:SPC NC       -  BUCKRIDGE 19                             280 50 19.7
 DF4488:UTM  18      -  BUCKRIDGE 19                             283 09 14.9
 DF4488
 DF4488|---------------------------------------------------------------------|
 DF4488| PID    Reference Object                     Distance      Geod. Az  |
 DF4488|                                                           dddmmss.s |
 DF4488| DF4493 BUCKRIDGE 19                        APPROX. 0.9 KM 2823156.7 |
 DF4488|---------------------------------------------------------------------|
 DF4488
 DF4488                          SUPERSEDED SURVEY CONTROL
 DF4488
 DF4488  NAD 83(1986)-  35 41 17.99817(N)    076 03 56.35856(W) AD(       ) 1
 DF4488  NAD 83(2001)-  35 41 17.98535(N)    076 03 56.35341(W) AD(       ) 1
 DF4488  ELLIP H (03/24/03)  -38.111  (m)                       GP(       ) 4 1
 DF4488
 DF4488.Superseded values are not recommended for survey control.
 DF4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4488.See file dsdata.txt to determine how the superseded data were derived.
 DF4488
 DF4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0357749904(NAD 83)
 DF4488_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4488_STAMPING: BUCKRIDGE 14 2001
 DF4488_MARK LOGO: NCGS  
 DF4488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4488+STABILITY: SURFACE MOTION
 DF4488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4488+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4488
 DF4488  HISTORY     - Date     Condition        Report By
 DF4488  HISTORY     - 2001     MONUMENTED       NCGS
 DF4488
 DF4488                          STATION DESCRIPTION
 DF4488
 DF4488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001
 DF4488'STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) SOUTHEAST OF COLUMBIA AND
 DF4488'5.3 MI (8.5 KM) EAST-NORTHEAST OF GUM NECK.
 DF4488'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4488'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE ALONG
 DF4488'SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4488'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4488'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO
 DF4488'ROAD AT CEMETERY LEADING EAST, THENCE ALONG ROAD FOR 4.15 MI (6.68 KM)
 DF4488'TO A ROAD LEADING NORTH/SOUTH, THENCE SOUTH FOR 0.2 MI (0.3 KM) TO A
 DF4488'ROAD LEADING EAST AND THE STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4488'MARK IS LEVEL WITH THE ROAD AND IS RECESSED 3 INCHES BELOW THE GROUND.
 DF4488'LOCATED 29 FT (8.8 M) EAST OF THE CENTERLINE OF ROAD LEADING
 DF4488'NORTH/SOUTH, 60 FT (18.3 M) NORTH OF THE PROLONGATION FROM CENTERLINE
 DF4488'OF ROAD LEADING EASTERLY--AND 55.5 FT (16.9 M) EAST-SOUTHEAST OF A 12
 DF4488'INCH PINE, 29.3 FT (8.9 M) WEST OF A 5 INCH WILLOW--BOTH WITH
 DF4488'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4489 ***********************************************************************
 DF4489  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4489  DESIGNATION -  BUCKRIDGE 15
 DF4489  PID         -  DF4489
 DF4489  STATE/COUNTY-  NC/TYRRELL
 DF4489  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4489
 DF4489                         *CURRENT SURVEY CONTROL
 DF4489  ___________________________________________________________________
 DF4489* NAD 83(2007)-  35 41 50.06399(N)    076 06 34.08442(W)     ADJUSTED  
 DF4489* NAVD 88     -         0.62   (meters)       2.0    (feet)  GPS OBS   
 DF4489  ___________________________________________________________________
 DF4489  EPOCH DATE  -        2002.00
 DF4489  X           -   1,244,904.691 (meters)                     COMP
 DF4489  Y           -  -5,033,993.513 (meters)                     COMP
 DF4489  Z           -   3,700,940.080 (meters)                     COMP
 DF4489  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 DF4489  ELLIP HEIGHT-         -37.988 (meters)          (02/10/07) ADJUSTED
 DF4489  GEOID HEIGHT-         -38.57  (meters)                     GEOID03
 DF4489
 DF4489  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4489  Type    PID    Designation                      North   East  Ellip
 DF4489  -------------------------------------------------------------------
 DF4489  NETWORK DF4489 BUCKRIDGE 15                      0.96   0.73   2.51
 DF4489  -------------------------------------------------------------------
 DF4489
 DF4489.The horizontal coordinates were established by GPS observations
 DF4489.and adjusted by the National Geodetic Survey in February 2007.
 DF4489
 DF4489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4489.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4489.The horizontal coordinates are valid at the epoch date displayed above.
 DF4489.The epoch date for horizontal control is a decimal equivalence
 DF4489.of Year/Month/Day.
 DF4489
 DF4489.The orthometric height was determined by GPS observations and a
 DF4489.high-resolution geoid model.
 DF4489.The orthometric height was determined by GPS observations and a
 DF4489.high-resolution geoid model using precise GPS observation and
 DF4489.processing techniques.
 DF4489
 DF4489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4489
 DF4489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4489
 DF4489.The ellipsoidal height was determined by GPS observations
 DF4489.and is referenced to NAD 83.
 DF4489
 DF4489.The geoid height was determined by GEOID03.
 DF4489
 DF4489;                    North         East     Units Scale Factor Converg.
 DF4489;SPC NC       -   219,818.208   871,152.367   MT  0.99990274   +1 40 06.0
 DF4489;SPC NC       -   721,186.90  2,858,105.72   sFT  0.99990274   +1 40 06.0
 DF4489;UTM  18      - 3,950,935.903   399,623.472   MT  0.99972415   -0 38 50.8
 DF4489
 DF4489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4489!SPC NC       -   1.00000596  x   0.99990274  =   0.99990870
 DF4489!UTM  18      -   1.00000596  x   0.99972415  =   0.99973011
 DF4489
 DF4489                          SUPERSEDED SURVEY CONTROL
 DF4489
 DF4489  NAD 83(1986)-  35 41 50.07684(N)    076 06 34.08895(W) AD(       ) 1
 DF4489  NAD 83(2001)-  35 41 50.06400(N)    076 06 34.08389(W) AD(       ) 1
 DF4489  ELLIP H (03/24/03)  -37.989  (m)                       GP(       ) 4 1
 DF4489
 DF4489.Superseded values are not recommended for survey control.
 DF4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4489.See file dsdata.txt to determine how the superseded data were derived.
 DF4489
 DF4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9962350936(NAD 83)
 DF4489_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4489_STAMPING: BUCKRIDGE 15
 DF4489_MARK LOGO: NCGS  
 DF4489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4489+STABILITY: SURFACE MOTION
 DF4489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4489+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4489
 DF4489  HISTORY     - Date     Condition        Report By
 DF4489  HISTORY     - 2001     MONUMENTED       NCGS
 DF4489
 DF4489                          STATION DESCRIPTION
 DF4489
 DF4489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4489'STATION IS LOCATED ABOUT 17.2 MI (27.7 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4489'AND 2.8 MI (4.5 KM) SOUTHEAST OF GUM NECK.
 DF4489'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4489'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD). THENCE EAST
 DF4489'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO  SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4489'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1316 (GUM NECK
 DF4489'LANDING RD), THENCE ALONG SR 1316 SOUTHERLY FOR 1.7 MI (2.7 KM) TO GUM
 DF4489'NECK LANDING AND STATION.
 DF4489'MARK IS LEVEL WITH GRAVEL PARKING LOT AND IS RECESSED 2 INCHES BELOW
 DF4489'THE GROUND. LOCATED 56 FT (17.1 M) SOUTHEAST OF THE CENTERLINE OF SR
 DF4489'1316, 65.5 FT (20.0 M) NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE
 DF4489'BOAT RAMP, 26.0 FT (7.9 M) SOUTHEAST OF A 36 INCH METAL CULVERT AND
 DF4489'62.4 FT (19.0 M) WEST OF A 20 INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4490 ***********************************************************************
 DF4490  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4490  DESIGNATION -  BUCKRIDGE 16
 DF4490  PID         -  DF4490
 DF4490  STATE/COUNTY-  NC/TYRRELL
 DF4490  USGS QUAD   -  SCOTIA (1974)
 DF4490
 DF4490                         *CURRENT SURVEY CONTROL
 DF4490  ___________________________________________________________________
 DF4490* NAD 83(2007)-  35 45 21.22949(N)    076 07 29.71548(W)     ADJUSTED  
 DF4490* NAVD 88     -         0.60   (meters)       2.0    (feet)  GPS OBS   
 DF4490  ___________________________________________________________________
 DF4490  EPOCH DATE  -        2002.00
 DF4490  X           -   1,242,635.628 (meters)                     COMP
 DF4490  Y           -  -5,030,639.757 (meters)                     COMP
 DF4490  Z           -   3,706,223.538 (meters)                     COMP
 DF4490  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 DF4490  ELLIP HEIGHT-         -37.950 (meters)          (02/10/07) ADJUSTED
 DF4490  GEOID HEIGHT-         -38.52  (meters)                     GEOID03
 DF4490
 DF4490  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4490  Type    PID    Designation                      North   East  Ellip
 DF4490  -------------------------------------------------------------------
 DF4490  NETWORK DF4490 BUCKRIDGE 16                      1.41   1.08   3.43
 DF4490  -------------------------------------------------------------------
 DF4490
 DF4490.The horizontal coordinates were established by GPS observations
 DF4490.and adjusted by the National Geodetic Survey in February 2007.
 DF4490
 DF4490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4490.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4490.The horizontal coordinates are valid at the epoch date displayed above.
 DF4490.The epoch date for horizontal control is a decimal equivalence
 DF4490.of Year/Month/Day.
 DF4490
 DF4490.The orthometric height was determined by GPS observations and a
 DF4490.high-resolution geoid model.
 DF4490.The orthometric height was determined by GPS observations and a
 DF4490.high-resolution geoid model using precise GPS observation and
 DF4490.processing techniques.
 DF4490
 DF4490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4490
 DF4490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4490
 DF4490.The ellipsoidal height was determined by GPS observations
 DF4490.and is referenced to NAD 83.
 DF4490
 DF4490.The geoid height was determined by GEOID03.
 DF4490
 DF4490;                    North         East     Units Scale Factor Converg.
 DF4490;SPC NC       -   226,282.501   869,566.032   MT  0.99991121   +1 39 33.9
 DF4490;SPC NC       -   742,395.17  2,852,901.22   sFT  0.99991121   +1 39 33.9
 DF4490;UTM  18      - 3,957,457.846   398,299.931   MT  0.99972745   -0 39 26.6
 DF4490
 DF4490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4490!SPC NC       -   1.00000596  x   0.99991121  =   0.99991717
 DF4490!UTM  18      -   1.00000596  x   0.99972745  =   0.99973340
 DF4490
 DF4490                          SUPERSEDED SURVEY CONTROL
 DF4490
 DF4490  NAD 83(1986)-  35 45 21.24370(N)    076 07 29.72163(W) AD(       ) 1
 DF4490  NAD 83(2001)-  35 45 21.22958(N)    076 07 29.71487(W) AD(       ) 1
 DF4490  ELLIP H (03/24/03)  -37.952  (m)                       GP(       ) 4 1
 DF4490
 DF4490.Superseded values are not recommended for survey control.
 DF4490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4490.See file dsdata.txt to determine how the superseded data were derived.
 DF4490
 DF4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9830057458(NAD 83)
 DF4490_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4490_STAMPING: BUCKRIDGE 16 2001
 DF4490_MARK LOGO: NCGS  
 DF4490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4490+STABILITY: SURFACE MOTION
 DF4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4490+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4490
 DF4490  HISTORY     - Date     Condition        Report By
 DF4490  HISTORY     - 2001     MONUMENTED       NCGS
 DF4490
 DF4490                          STATION DESCRIPTION
 DF4490
 DF4490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4490'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM)  SOUTH-SOUTHEAST OF
 DF4490'COLUMBIA AND 2.8 MI (4.5 KM)  NORTH-NORTHEAST OF GUM NECK.
 DF4490'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM)  SOUTH FROM THE INTERSECTION
 DF4490'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4490'ALONG SR 1310 FOR 3.4 MI (5.5 KM)  TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4490'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4490'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 2.0 MI (3.2 KM) TO A
 DF4490'ROAD LEADING NORTH, THENCE NORTH ALONG ROAD FOR 2.7 MI (4.3 KM) TO
 DF4490'STATION ON THE CENTERLINE PROLONGATION OF ROAD LEADING SOUTHWEST.
 DF4490'NOTE--STATION IS ON GATED PROPERTY.
 DF4490'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 3 INCHES BELOW THE
 DF4490'GROUND. LOCATED 14 FT (4.3 M)  NORTHEAST OF THE CENTERLINE OF ROAD
 DF4490'LEADING SOUTHEAST/NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4491 ***********************************************************************
 DF4491  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4491  DESIGNATION -  BUCKRIDGE 17
 DF4491  PID         -  DF4491
 DF4491  STATE/COUNTY-  NC/TYRRELL
 DF4491  USGS QUAD   -  SCOTIA (1974)
 DF4491
 DF4491                         *CURRENT SURVEY CONTROL
 DF4491  ___________________________________________________________________
 DF4491* NAD 83(2007)-  35 46 02.12333(N)    076 08 17.64851(W)     ADJUSTED  
 DF4491* NAVD 88     -         1.02   (meters)       3.3    (feet)  GPS OBS   
 DF4491  ___________________________________________________________________
 DF4491  EPOCH DATE  -        2002.00
 DF4491  X           -   1,241,290.166 (meters)                     COMP
 DF4491  Y           -  -5,030,213.636 (meters)                     COMP
 DF4491  Z           -   3,707,246.547 (meters)                     COMP
 DF4491  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 DF4491  ELLIP HEIGHT-         -37.481 (meters)          (02/10/07) ADJUSTED
 DF4491  GEOID HEIGHT-         -38.47  (meters)                     GEOID03
 DF4491
 DF4491  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4491  Type    PID    Designation                      North   East  Ellip
 DF4491  -------------------------------------------------------------------
 DF4491  NETWORK DF4491 BUCKRIDGE 17                      1.80   1.61   4.43
 DF4491  -------------------------------------------------------------------
 DF4491
 DF4491.The horizontal coordinates were established by GPS observations
 DF4491.and adjusted by the National Geodetic Survey in February 2007.
 DF4491
 DF4491.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4491.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4491.The horizontal coordinates are valid at the epoch date displayed above.
 DF4491.The epoch date for horizontal control is a decimal equivalence
 DF4491.of Year/Month/Day.
 DF4491
 DF4491.The orthometric height was determined by GPS observations and a
 DF4491.high-resolution geoid model.
 DF4491.The orthometric height was determined by GPS observations and a
 DF4491.high-resolution geoid model using precise GPS observation and
 DF4491.processing techniques.
 DF4491
 DF4491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4491
 DF4491.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4491
 DF4491.The ellipsoidal height was determined by GPS observations
 DF4491.and is referenced to NAD 83.
 DF4491
 DF4491.The geoid height was determined by GEOID03.
 DF4491
 DF4491;                    North         East     Units Scale Factor Converg.
 DF4491;SPC NC       -   227,507.457   868,326.121   MT  0.99991297   +1 39 06.2
 DF4491;SPC NC       -   746,414.05  2,848,833.28   sFT  0.99991297   +1 39 06.2
 DF4491;UTM  18      - 3,958,731.693   397,110.774   MT  0.99973045   -0 39 55.3
 DF4491
 DF4491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4491!SPC NC       -   1.00000588  x   0.99991297  =   0.99991885
 DF4491!UTM  18      -   1.00000588  x   0.99973045  =   0.99973633
 DF4491
 DF4491                          SUPERSEDED SURVEY CONTROL
 DF4491
 DF4491  NAD 83(1986)-  35 46 02.13685(N)    076 08 17.65400(W) AD(       ) 1
 DF4491  NAD 83(2001)-  35 46 02.12336(N)    076 08 17.64793(W) AD(       ) 1
 DF4491  ELLIP H (03/24/03)  -37.485  (m)                       GP(       ) 4 1
 DF4491
 DF4491.Superseded values are not recommended for survey control.
 DF4491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4491.See file dsdata.txt to determine how the superseded data were derived.
 DF4491
 DF4491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9711158732(NAD 83)
 DF4491_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4491_STAMPING: BUCKRIDGE 17 2001
 DF4491_MARK LOGO: NCGS  
 DF4491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4491+STABILITY: SURFACE MOTION
 DF4491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4491+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4491
 DF4491  HISTORY     - Date     Condition        Report By
 DF4491  HISTORY     - 2001     MONUMENTED       NCGS
 DF4491
 DF4491                          STATION DESCRIPTION
 DF4491
 DF4491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4491'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4491'AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF GUM NECK.
 DF4491'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4491'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4491'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4491'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4491'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 2.0 MI (3.2 KM) TO A
 DF4491'ROAD LEADING NORTH, THENCE ALONG ROAD LEADING NORTH FOR 3.75 MI (6.03
 DF4491'KM) TO STATION NEAR BRIDGE. NOTE--STATION IS ON GATED PROPERTY.
 DF4491'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE
 DF4491'GROUND. LOCATED 10 FT (3.0 M) NORTHEAST OF THE CENTERLINE OF ROAD
 DF4491'LEADING SOUTHEAST/NORTHWEST, 42 FT (12.8 M) SOUTHEAST OF THE
 DF4491'APPROXIMATE CENTERLINE OF A WOODEN BRIDGE--AND 29.0 FT (8.8 M) EAST OF
 DF4491'A 20 INCH PINE, 28.7 FT (8.7 M) SOUTH OF A 26 INCH PINE--BOTH WITH
 DF4491'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4492 ***********************************************************************
 DF4492  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4492  DESIGNATION -  BUCKRIDGE 18
 DF4492  PID         -  DF4492
 DF4492  STATE/COUNTY-  NC/TYRRELL
 DF4492  USGS QUAD   -  SCOTIA (1974)
 DF4492
 DF4492                         *CURRENT SURVEY CONTROL
 DF4492  ___________________________________________________________________
 DF4492* NAD 83(2007)-  35 47 01.87016(N)    076 09 17.24799(W)     ADJUSTED  
 DF4492* NAVD 88     -         1.46   (meters)       4.8    (feet)  GPS OBS   
 DF4492  ___________________________________________________________________
 DF4492  EPOCH DATE  -        2002.00
 DF4492  X           -   1,239,579.139 (meters)                     COMP
 DF4492  Y           -  -5,029,527.246 (meters)                     COMP
 DF4492  Z           -   3,708,740.824 (meters)                     COMP
 DF4492  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 DF4492  ELLIP HEIGHT-         -36.973 (meters)          (02/10/07) ADJUSTED
 DF4492  GEOID HEIGHT-         -38.41  (meters)                     GEOID03
 DF4492
 DF4492  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4492  Type    PID    Designation                      North   East  Ellip
 DF4492  -------------------------------------------------------------------
 DF4492  NETWORK DF4492 BUCKRIDGE 18                      1.08   0.94   2.92
 DF4492  -------------------------------------------------------------------
 DF4492
 DF4492.The horizontal coordinates were established by GPS observations
 DF4492.and adjusted by the National Geodetic Survey in February 2007.
 DF4492
 DF4492.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4492.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4492.The horizontal coordinates are valid at the epoch date displayed above.
 DF4492.The epoch date for horizontal control is a decimal equivalence
 DF4492.of Year/Month/Day.
 DF4492
 DF4492.The orthometric height was determined by GPS observations and a
 DF4492.high-resolution geoid model.
 DF4492.The orthometric height was determined by GPS observations and a
 DF4492.high-resolution geoid model using precise GPS observation and
 DF4492.processing techniques.
 DF4492
 DF4492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4492
 DF4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4492
 DF4492.The ellipsoidal height was determined by GPS observations
 DF4492.and is referenced to NAD 83.
 DF4492
 DF4492.The geoid height was determined by GEOID03.
 DF4492
 DF4492;                    North         East     Units Scale Factor Converg.
 DF4492;SPC NC       -   229,304.964   866,777.033   MT  0.99991561   +1 38 31.8
 DF4492;SPC NC       -   752,311.37  2,843,750.98   sFT  0.99991561   +1 38 31.8
 DF4492;UTM  18      - 3,960,590.027   395,635.899   MT  0.99973421   -0 40 31.1
 DF4492
 DF4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4492!SPC NC       -   1.00000580  x   0.99991561  =   0.99992141
 DF4492!UTM  18      -   1.00000580  x   0.99973421  =   0.99974001
 DF4492
 DF4492                          SUPERSEDED SURVEY CONTROL
 DF4492
 DF4492  NAD 83(1986)-  35 47 01.88351(N)    076 09 17.25321(W) AD(       ) 1
 DF4492  NAD 83(2001)-  35 47 01.87016(N)    076 09 17.24744(W) AD(       ) 1
 DF4492  ELLIP H (03/24/03)  -36.978  (m)                       GP(       ) 4 1
 DF4492
 DF4492.Superseded values are not recommended for survey control.
 DF4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4492.See file dsdata.txt to determine how the superseded data were derived.
 DF4492
 DF4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9563660590(NAD 83)
 DF4492_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4492_STAMPING: BUCKRIDGE 18 2001
 DF4492_MARK LOGO: NCGS  
 DF4492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4492+STABILITY: SURFACE MOTION
 DF4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4492+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4492
 DF4492  HISTORY     - Date     Condition        Report By
 DF4492  HISTORY     - 2001     MONUMENTED       NCGS
 DF4492
 DF4492                          STATION DESCRIPTION
 DF4492
 DF4492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4492'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4492'AND 4.4 MI (7.1 KM) NORTH OF GUM NECK.
 DF4492'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4492'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4492'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4492'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4492'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 2.0 MI (3.2 KM) TO A
 DF4492'ROAD LEADING NORTH, THENCE ALONG ROAD LEADING NORTH FOR 5.15 MI (8.29
 DF4492'KM) TO STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4492'MARK IS ABOUT 0.5-FT LOWER THAN THE ROAD AND IS RECESSED 3 INCHES
 DF4492'BELOW THE GROUND. LOCATED 16 FT (4.9 M) NORTHEAST OF THE CENTERLINE OF
 DF4492'ROAD LEADING SOUTHEAST/NORTHWEST, 50.3 FT (15.3 M) EAST-SOUTHEAST OF
 DF4492'THE WESTERN METAL GATE POST AND 32.0 FT (9.8 M) SOUTHEAST OF A 15 INCH
 DF4492'MAPLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4493 ***********************************************************************
 DF4493  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4493  DESIGNATION -  BUCKRIDGE 19
 DF4493  PID         -  DF4493
 DF4493  STATE/COUNTY-  NC/TYRRELL
 DF4493  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4493
 DF4493                         *CURRENT SURVEY CONTROL
 DF4493  ___________________________________________________________________
 DF4493* NAD 83(2007)-  35 41 24.13689(N)    076 04 30.28403(W)     ADJUSTED  
 DF4493* NAVD 88     -         0.37   (meters)       1.2    (feet)  GPS OBS   
 DF4493  ___________________________________________________________________
 DF4493  EPOCH DATE  -        2002.00
 DF4493  X           -   1,248,038.007 (meters)                     COMP
 DF4493  Y           -  -5,033,697.674 (meters)                     COMP
 DF4493  Z           -   3,700,290.917 (meters)                     COMP
 DF4493  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DF4493  ELLIP HEIGHT-         -38.319 (meters)          (02/10/07) ADJUSTED
 DF4493  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 DF4493
 DF4493  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4493  Type    PID    Designation                      North   East  Ellip
 DF4493  -------------------------------------------------------------------
 DF4493  NETWORK DF4493 BUCKRIDGE 19                      0.80   0.67   2.20
 DF4493  -------------------------------------------------------------------
 DF4493
 DF4493.The horizontal coordinates were established by GPS observations
 DF4493.and adjusted by the National Geodetic Survey in February 2007.
 DF4493
 DF4493.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4493.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4493.The horizontal coordinates are valid at the epoch date displayed above.
 DF4493.The epoch date for horizontal control is a decimal equivalence
 DF4493.of Year/Month/Day.
 DF4493
 DF4493.The orthometric height was determined by GPS observations and a
 DF4493.high-resolution geoid model.
 DF4493.The orthometric height was determined by GPS observations and a
 DF4493.high-resolution geoid model using precise GPS observation and
 DF4493.processing techniques.
 DF4493
 DF4493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4493
 DF4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4493
 DF4493.The ellipsoidal height was determined by GPS observations
 DF4493.and is referenced to NAD 83.
 DF4493
 DF4493.The geoid height was determined by GEOID03.
 DF4493
 DF4493;                    North         East     Units Scale Factor Converg.
 DF4493;SPC NC       -   219,110.695   874,286.715   MT  0.99990177   +1 41 17.4
 DF4493;SPC NC       -   718,865.67  2,868,389.00   sFT  0.99990177   +1 41 17.4
 DF4493;UTM  18      - 3,950,102.480   402,726.110   MT  0.99971660   -0 37 38.1
 DF4493
 DF4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4493!SPC NC       -   1.00000601  x   0.99990177  =   0.99990778
 DF4493!UTM  18      -   1.00000601  x   0.99971660  =   0.99972261
 DF4493
 DF4493:                Primary Azimuth Mark                     Grid Az
 DF4493:SPC NC       -  BUCKRIDGE 14                             100 50 19.5
 DF4493:UTM  18      -  BUCKRIDGE 14                             103 09 15.0
 DF4493
 DF4493|---------------------------------------------------------------------|
 DF4493| PID    Reference Object                     Distance      Geod. Az  |
 DF4493|                                                           dddmmss.s |
 DF4493| DF4488 BUCKRIDGE 14                        APPROX. 0.9 KM 1023136.9 |
 DF4493|---------------------------------------------------------------------|
 DF4493
 DF4493                          SUPERSEDED SURVEY CONTROL
 DF4493
 DF4493  NAD 83(1986)-  35 41 24.14978(N)    076 04 30.28861(W) AD(       ) 1
 DF4493  NAD 83(2001)-  35 41 24.13691(N)    076 04 30.28343(W) AD(       ) 1
 DF4493  ELLIP H (03/24/03)  -38.313  (m)                       GP(       ) 4 1
 DF4493
 DF4493.Superseded values are not recommended for survey control.
 DF4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4493.See file dsdata.txt to determine how the superseded data were derived.
 DF4493
 DF4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0272650102(NAD 83)
 DF4493_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4493_STAMPING: BUCKRIDGE 19 2001
 DF4493_MARK LOGO: NCGS  
 DF4493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4493+STABILITY: SURFACE MOTION
 DF4493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4493+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4493
 DF4493  HISTORY     - Date     Condition        Report By
 DF4493  HISTORY     - 2001     MONUMENTED       NCGS
 DF4493
 DF4493                          STATION DESCRIPTION
 DF4493
 DF4493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4493'STATION IS LOCATED ABOUT 18.6 MI (29.9 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4493'AND 4.8 MI (7.7 KM) EAST-SOUTHEAST OF GUM NECK.
 DF4493'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4493'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4493'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4493'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4493'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO
 DF4493'ROAD LEADING EAST BY CEMETERY, THENCE ALONG ROAD LEADING EAST FOR 3.5
 DF4493'MI (5.6 KM) TO STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4493'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 1 INCHE BELOW THE
 DF4493'GROUND. LOCATED 10 FT (3.0 M) NORTH OF THE CENTERLINE OF ROAD LEADING
 DF4493'EAST/WEST AND 52.5 FT (16.0 M) NORTHEAST OF A 12 INCH GUM WITH
 DF4493'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4477 ***********************************************************************
 DF4477  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4477  DESIGNATION -  BUCKRIDGE 2
 DF4477  PID         -  DF4477
 DF4477  STATE/COUNTY-  NC/TYRRELL
 DF4477  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4477
 DF4477                         *CURRENT SURVEY CONTROL
 DF4477  ___________________________________________________________________
 DF4477* NAD 83(2007)-  35 41 53.51149(N)    076 05 23.39592(W)     ADJUSTED  
 DF4477* NAVD 88     -         0.51   (meters)       1.7    (feet)  GPS OBS   
 DF4477  ___________________________________________________________________
 DF4477  EPOCH DATE  -        2002.00
 DF4477  X           -   1,246,614.868 (meters)                     COMP
 DF4477  Y           -  -5,033,506.268 (meters)                     COMP
 DF4477  Z           -   3,701,026.272 (meters)                     COMP
 DF4477  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 DF4477  ELLIP HEIGHT-         -38.153 (meters)          (02/10/07) ADJUSTED
 DF4477  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 DF4477
 DF4477  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4477  Type    PID    Designation                      North   East  Ellip
 DF4477  -------------------------------------------------------------------
 DF4477  NETWORK DF4477 BUCKRIDGE 2                       0.80   0.67   2.21
 DF4477  -------------------------------------------------------------------
 DF4477
 DF4477.The horizontal coordinates were established by GPS observations
 DF4477.and adjusted by the National Geodetic Survey in February 2007.
 DF4477
 DF4477.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4477.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4477.The horizontal coordinates are valid at the epoch date displayed above.
 DF4477.The epoch date for horizontal control is a decimal equivalence
 DF4477.of Year/Month/Day.
 DF4477
 DF4477.The orthometric height was determined by GPS observations and a
 DF4477.high-resolution geoid model.
 DF4477.The orthometric height was determined by GPS observations and a
 DF4477.high-resolution geoid model using precise GPS observation and
 DF4477.processing techniques.
 DF4477
 DF4477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4477
 DF4477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4477
 DF4477.The ellipsoidal height was determined by GPS observations
 DF4477.and is referenced to NAD 83.
 DF4477
 DF4477.The geoid height was determined by GEOID03.
 DF4477
 DF4477;                    North         East     Units Scale Factor Converg.
 DF4477;SPC NC       -   219,976.315   872,925.490   MT  0.99990287   +1 40 46.8
 DF4477;SPC NC       -   721,705.63  2,863,923.05   sFT  0.99990287   +1 40 46.8
 DF4477;UTM  18      - 3,951,022.222   401,401.214   MT  0.99971980   -0 38 09.5
 DF4477
 DF4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4477!SPC NC       -   1.00000599  x   0.99990287  =   0.99990886
 DF4477!UTM  18      -   1.00000599  x   0.99971980  =   0.99972579
 DF4477
 DF4477:                Primary Azimuth Mark                     Grid Az
 DF4477:SPC NC       -  BUCKRIDGE 19                             122 27 10.1
 DF4477:UTM  18      -  BUCKRIDGE 19                             124 46 06.4
 DF4477
 DF4477|---------------------------------------------------------------------|
 DF4477| PID    Reference Object                     Distance      Geod. Az  |
 DF4477|                                                           dddmmss.s |
 DF4477| DF4493 BUCKRIDGE 19                        APPROX. 1.6 KM 1240756.9 |
 DF4477|---------------------------------------------------------------------|
 DF4477
 DF4477                          SUPERSEDED SURVEY CONTROL
 DF4477
 DF4477  NAD 83(1986)-  35 41 53.52444(N)    076 05 23.40056(W) AD(       ) 1
 DF4477  NAD 83(2001)-  35 41 53.51152(N)    076 05 23.39536(W) AD(       ) 1
 DF4477  ELLIP H (03/24/03)  -38.151  (m)                       GP(       ) 4 1
 DF4477
 DF4477.Superseded values are not recommended for survey control.
 DF4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4477.See file dsdata.txt to determine how the superseded data were derived.
 DF4477
 DF4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0140151022(NAD 83)
 DF4477_MARKER: I = METAL ROD
 DF4477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4477_STAMPING: BUCKRIDGE 2 2001
 DF4477_MARK LOGO: NCGS  
 DF4477_PROJECTION: RECESSED 13 CENTIMETERS
 DF4477_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4477+STABILITY: POSITION/ELEVATION WELL
 DF4477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4477+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4477_ROD/PIPE-DEPTH: 17.9 meters
 DF4477_SLEEVE-DEPTH  : 0.6 meters
 DF4477
 DF4477  HISTORY     - Date     Condition        Report By
 DF4477  HISTORY     - 2001     MONUMENTED       NCGS
 DF4477
 DF4477                          STATION DESCRIPTION
 DF4477
 DF4477'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4477'STATION IS LOCATED ABOUT 17.7 MI (28.5 KM) SOUTH-SOUTHEAST OF COLUMBIA
 DF4477'AND 3.8 MI (6.1 KM) EAST-SOUTHEAST OF GUM NECK.
 DF4477'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4477'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4477'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4477'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4477'(GRAPEVINE LANDING RD ), THENCE ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO A
 DF4477'PATH LEADING EAST BY CEMETERY, THENCE EASTERLY ALONG DIRT PATH FOR 2.1
 DF4477'MI (3.4 KM) TO STATION, IN SHOULDER OF PATH. ALSO, 0.8 MI (1.3 KM)
 DF4477'NORTH OF A SHARP TURN EASTERLY. NOTE--STATION IS ON GATED PROPERTY.
 DF4477'MARK IS ABOUT 0.5-FT LOWER THAN THE DIRT PATH AND IS RECESSED ABOUT 6
 DF4477'INCHES. LOCATED 11 FT (3.4 M) WEST OF THE CENTERLINE OF A DIRT PATH,
 DF4477'67 FT (20.4 M) NORTH OF THE EASTERN PROLONGATION OF THE CENTERLINE OF
 DF4477'A CANAL LEADING WEST, 1.5 FT (0.5 M) EAST OF A WITNESS SIGN, 90.0 FT
 DF4477'(27.4 M) SOUTH OF A 13 INCH MAPLE AND 8 FT (2.4 M) EAST OF THE EAST
 DF4477'EDGE OF CANAL LEADING NORTH/SOUTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4494 ***********************************************************************
 DF4494  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4494  DESIGNATION -  BUCKRIDGE 20
 DF4494  PID         -  DF4494
 DF4494  STATE/COUNTY-  NC/TYRRELL
 DF4494  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4494
 DF4494                         *CURRENT SURVEY CONTROL
 DF4494  ___________________________________________________________________
 DF4494* NAD 83(2007)-  35 42 25.89760(N)    076 04 07.19676(W)     ADJUSTED  
 DF4494* NAVD 88     -         0.41   (meters)       1.3    (feet)  GPS OBS   
 DF4494  ___________________________________________________________________
 DF4494  EPOCH DATE  -        2002.00
 DF4494  X           -   1,248,334.011 (meters)                     COMP
 DF4494  Y           -  -5,032,479.917 (meters)                     COMP
 DF4494  Z           -   3,701,836.739 (meters)                     COMP
 DF4494  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DF4494  ELLIP HEIGHT-         -38.298 (meters)          (02/10/07) ADJUSTED
 DF4494  GEOID HEIGHT-         -38.67  (meters)                     GEOID03
 DF4494
 DF4494  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4494  Type    PID    Designation                      North   East  Ellip
 DF4494  -------------------------------------------------------------------
 DF4494  NETWORK DF4494 BUCKRIDGE 20                      1.04   0.96   2.65
 DF4494  -------------------------------------------------------------------
 DF4494
 DF4494.The horizontal coordinates were established by GPS observations
 DF4494.and adjusted by the National Geodetic Survey in February 2007.
 DF4494
 DF4494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4494.The horizontal coordinates are valid at the epoch date displayed above.
 DF4494.The epoch date for horizontal control is a decimal equivalence
 DF4494.of Year/Month/Day.
 DF4494
 DF4494.The orthometric height was determined by GPS observations and a
 DF4494.high-resolution geoid model.
 DF4494.The orthometric height was determined by GPS observations and a
 DF4494.high-resolution geoid model using precise GPS observation and
 DF4494.processing techniques.
 DF4494
 DF4494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4494
 DF4494.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4494
 DF4494.The ellipsoidal height was determined by GPS observations
 DF4494.and is referenced to NAD 83.
 DF4494
 DF4494.The geoid height was determined by GEOID03.
 DF4494
 DF4494;                    North         East     Units Scale Factor Converg.
 DF4494;SPC NC       -   221,030.288   874,810.697   MT  0.99990410   +1 41 30.8
 DF4494;SPC NC       -   725,163.54  2,870,108.10   sFT  0.99990410   +1 41 30.8
 DF4494;UTM  18      - 3,951,998.981   403,327.108   MT  0.99971516   -0 37 25.6
 DF4494
 DF4494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4494!SPC NC       -   1.00000601  x   0.99990410  =   0.99991011
 DF4494!UTM  18      -   1.00000601  x   0.99971516  =   0.99972117
 DF4494
 DF4494:                Primary Azimuth Mark                     Grid Az
 DF4494:SPC NC       -  BUCKRIDGE 8                              029 33 52.3
 DF4494:UTM  18      -  BUCKRIDGE 8                              031 52 48.7
 DF4494
 DF4494|---------------------------------------------------------------------|
 DF4494| PID    Reference Object                     Distance      Geod. Az  |
 DF4494|                                                           dddmmss.s |
 DF4494| DE5436 BUCKRIDGE 8                         APPROX. 1.4 KM 0311523.1 |
 DF4494|---------------------------------------------------------------------|
 DF4494
 DF4494                          SUPERSEDED SURVEY CONTROL
 DF4494
 DF4494  NAD 83(1986)-  35 42 25.91054(N)    076 04 07.20165(W) AD(       ) 1
 DF4494  NAD 83(2001)-  35 42 25.89766(N)    076 04 07.19617(W) AD(       ) 1
 DF4494  ELLIP H (03/24/03)  -38.294  (m)                       GP(       ) 4 1
 DF4494
 DF4494.Superseded values are not recommended for survey control.
 DF4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4494.See file dsdata.txt to determine how the superseded data were derived.
 DF4494
 DF4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0332751999(NAD 83)
 DF4494_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4494_STAMPING: BUCKRIDGE 20 2001
 DF4494_MARK LOGO: NCGS  
 DF4494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4494+STABILITY: SURFACE MOTION
 DF4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4494+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4494
 DF4494  HISTORY     - Date     Condition        Report By
 DF4494  HISTORY     - 2001     MONUMENTED       NCGS
 DF4494
 DF4494                          STATION DESCRIPTION
 DF4494
 DF4494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4494'STATION IS LOCATED ABOUT 17.8 MI (28.6 KM) SOUTHEAST OF COLUMBIA AND
 DF4494'4.7 MI (7.6 KM) EAST OF GUM NECK.
 DF4494'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4494'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4494'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4494'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4494'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 FOR 1.0 MI (1.6 KM) TO
 DF4494'ROAD LEADING EAST BY CEMETERY, THENCE ALONG ROAD LEADING EAST FOR 4.15
 DF4494'MI (6.68 KM) TO ROAD LEADING NORTH/SOUTH, THENCE NORTH ALONG ROAD FOR
 DF4494'1.05 MI (1.69 KM) TO STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4494'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 2 INCHES BELOW THE
 DF4494'GROUND. LOCATED 11 FT (3.4 M) EAST OF THE CENTERLINE OF ROAD LEADING
 DF4494'NORTH/SOUTH--AND 32.8 FT (10.0 M) EAST-SOUTHEAST OF A 6 INCH BAY, 45.3
 DF4494'FT (13.8 M) NORTHEAST OF A 5 INCH BAY--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4495 ***********************************************************************
 DF4495  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4495  DESIGNATION -  BUCKRIDGE 21
 DF4495  PID         -  DF4495
 DF4495  STATE/COUNTY-  NC/TYRRELL
 DF4495  USGS QUAD   -  FRYING PAN (1974)
 DF4495
 DF4495                         *CURRENT SURVEY CONTROL
 DF4495  ___________________________________________________________________
 DF4495* NAD 83(2007)-  35 45 54.77573(N)    076 06 07.88691(W)     ADJUSTED  
 DF4495* NAVD 88     -         0.54   (meters)       1.8    (feet)  GPS OBS   
 DF4495  ___________________________________________________________________
 DF4495  EPOCH DATE  -        2002.00
 DF4495  X           -   1,244,486.115 (meters)                     COMP
 DF4495  Y           -  -5,029,559.765 (meters)                     COMP
 DF4495  Z           -   3,707,062.455 (meters)                     COMP
 DF4495  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DF4495  ELLIP HEIGHT-         -38.068 (meters)          (02/10/07) ADJUSTED
 DF4495  GEOID HEIGHT-         -38.58  (meters)                     GEOID03
 DF4495
 DF4495  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4495  Type    PID    Designation                      North   East  Ellip
 DF4495  -------------------------------------------------------------------
 DF4495  NETWORK DF4495 BUCKRIDGE 21                      1.08   0.90   3.08
 DF4495  -------------------------------------------------------------------
 DF4495
 DF4495.The horizontal coordinates were established by GPS observations
 DF4495.and adjusted by the National Geodetic Survey in February 2007.
 DF4495
 DF4495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4495.The horizontal coordinates are valid at the epoch date displayed above.
 DF4495.The epoch date for horizontal control is a decimal equivalence
 DF4495.of Year/Month/Day.
 DF4495
 DF4495.The orthometric height was determined by GPS observations and a
 DF4495.high-resolution geoid model.
 DF4495.The orthometric height was determined by GPS observations and a
 DF4495.high-resolution geoid model using precise GPS observation and
 DF4495.processing techniques.
 DF4495
 DF4495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4495
 DF4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4495
 DF4495.The ellipsoidal height was determined by GPS observations
 DF4495.and is referenced to NAD 83.
 DF4495
 DF4495.The geoid height was determined by GEOID03.
 DF4495
 DF4495;                    North         East     Units Scale Factor Converg.
 DF4495;SPC NC       -   227,375.648   871,590.538   MT  0.99991265   +1 40 21.1
 DF4495;SPC NC       -   745,981.61  2,859,543.29   sFT  0.99991265   +1 40 21.1
 DF4495;UTM  18      - 3,958,468.072   400,366.586   MT  0.99972232   -0 38 39.3
 DF4495
 DF4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4495!SPC NC       -   1.00000597  x   0.99991265  =   0.99991862
 DF4495!UTM  18      -   1.00000597  x   0.99972232  =   0.99972829
 DF4495
 DF4495:                Primary Azimuth Mark                     Grid Az
 DF4495:SPC NC       -  BUCKRIDGE 9                              160 11 03.6
 DF4495:UTM  18      -  BUCKRIDGE 9                              162 30 04.0
 DF4495
 DF4495|---------------------------------------------------------------------|
 DF4495| PID    Reference Object                     Distance      Geod. Az  |
 DF4495|                                                           dddmmss.s |
 DF4495| DF4483 BUCKRIDGE 9                         APPROX. 0.7 KM 1615124.7 |
 DF4495|---------------------------------------------------------------------|
 DF4495
 DF4495                          SUPERSEDED SURVEY CONTROL
 DF4495
 DF4495  NAD 83(1986)-  35 45 54.78975(N)    076 06 07.89284(W) AD(       ) 1
 DF4495  NAD 83(2001)-  35 45 54.77579(N)    076 06 07.88632(W) AD(       ) 1
 DF4495  ELLIP H (03/24/03)  -38.071  (m)                       GP(       ) 4 1
 DF4495
 DF4495.Superseded values are not recommended for survey control.
 DF4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4495.See file dsdata.txt to determine how the superseded data were derived.
 DF4495
 DF4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0036758468(NAD 83)
 DF4495_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4495_STAMPING: BUCKRIDGE 21 2001
 DF4495_MARK LOGO: NCGS  
 DF4495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4495+STABILITY: SURFACE MOTION
 DF4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4495+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4495
 DF4495  HISTORY     - Date     Condition        Report By
 DF4495  HISTORY     - 2001     MONUMENTED       NCGS
 DF4495
 DF4495                          STATION DESCRIPTION
 DF4495
 DF4495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4495'STATION IS LOCATED ABOUT 13.3 MI (21.4 KM)  SOUTHEAST OF COLUMBIA AND
 DF4495'4.0 MI (6.4 KM)  NORTHEAST OF GUM NECK.
 DF4495'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM)  SOUTH FROM THE INTERSECTION
 DF4495'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4495'ALONG SR 1310 FOR 3.4 MI (5.5 KM)  TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4495'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4495'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 2.0 MI (3.2
 DF4495'KM)  TO A GATED ROAD LEADING NORTHWESTERLY, THENCE NORTHWEST ALONG
 DF4495'ROAD FOR 1.5 MI (2.4 KM)  TO A ROAD LEADING NORTHERLY, THENCE
 DF4495'NORTHERLY ALONG ROAD FOR 1.1 MILES (1.8 KM)  TO A ROAD LEADING
 DF4495'NORTHWEST/SOUTHEAST, THENCE NORTHERLY FOR 0.5 MI (0.8 KM)  TO STATION
 DF4495'ON THE PROLONGATION OF THE NORTHWEST EDGE OF CANAL RUNNING
 DF4495'NORTHEAST/SOUTHWEST. NOTE--STATION IS ON GATED PROPERTY.
 DF4495'MARK IS ABOUT LEVEL WITH THE ROAD AND IS RECESSED 3 INCHES. LOCATED 10
 DF4495'FT (3.0 M)  WEST-NORTHWEST OF THE CENTERLINE OF ROAD LEADING
 DF4495'NORTH/SOUTH, 44 FT (13.4 M)  NORTH-NORTHWEST OF THE CENTERLINE OF ROAD
 DF4495'LEADING EAST/WEST AND 9 FT (2.7 M)  EAST OF THE EAST EDGE OF CANAL
 DF4495'RUNNING NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4478 ***********************************************************************
 DF4478  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4478  DESIGNATION -  BUCKRIDGE 3
 DF4478  PID         -  DF4478
 DF4478  STATE/COUNTY-  NC/TYRRELL
 DF4478  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4478
 DF4478                         *CURRENT SURVEY CONTROL
 DF4478  ___________________________________________________________________
 DF4478* NAD 83(2007)-  35 44 33.40986(N)    076 04 51.51534(W)     ADJUSTED  
 DF4478* NAVD 88     -         0.57   (meters)       1.9    (feet)  GPS OBS   
 DF4478  ___________________________________________________________________
 DF4478  EPOCH DATE  -        2002.00
 DF4478  X           -   1,246,700.740 (meters)                     COMP
 DF4478  Y           -  -5,030,520.863 (meters)                     COMP
 DF4478  Z           -   3,705,027.318 (meters)                     COMP
 DF4478  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DF4478  ELLIP HEIGHT-         -38.108 (meters)          (02/10/07) ADJUSTED
 DF4478  GEOID HEIGHT-         -38.64  (meters)                     GEOID03
 DF4478
 DF4478  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4478  Type    PID    Designation                      North   East  Ellip
 DF4478  -------------------------------------------------------------------
 DF4478  NETWORK DF4478 BUCKRIDGE 3                       0.37   0.33   1.72
 DF4478  -------------------------------------------------------------------
 DF4478
 DF4478.The horizontal coordinates were established by GPS observations
 DF4478.and adjusted by the National Geodetic Survey in February 2007.
 DF4478
 DF4478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4478.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4478.The horizontal coordinates are valid at the epoch date displayed above.
 DF4478.The epoch date for horizontal control is a decimal equivalence
 DF4478.of Year/Month/Day.
 DF4478
 DF4478.The orthometric height was determined by GPS observations and a
 DF4478.high-resolution geoid model.
 DF4478.The orthometric height was determined by GPS observations and a
 DF4478.high-resolution geoid model using precise GPS observation and
 DF4478.processing techniques.
 DF4478
 DF4478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4478
 DF4478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4478
 DF4478.The ellipsoidal height was determined by GPS observations
 DF4478.and is referenced to NAD 83.
 DF4478
 DF4478.The geoid height was determined by GEOID03.
 DF4478
 DF4478;                    North         East     Units Scale Factor Converg.
 DF4478;SPC NC       -   224,925.397   873,581.686   MT  0.99990920   +1 41 05.2
 DF4478;SPC NC       -   737,942.74  2,866,075.91   sFT  0.99990920   +1 41 05.2
 DF4478;UTM  18      - 3,955,939.824   402,256.706   MT  0.99971773   -0 37 53.4
 DF4478
 DF4478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4478!SPC NC       -   1.00000598  x   0.99990920  =   0.99991518
 DF4478!UTM  18      -   1.00000598  x   0.99971773  =   0.99972371
 DF4478
 DF4478:                Primary Azimuth Mark                     Grid Az
 DF4478:SPC NC       -  BUCKRIDGE 5                              124 30 58.3
 DF4478:UTM  18      -  BUCKRIDGE 5                              126 49 56.9
 DF4478
 DF4478|---------------------------------------------------------------------|
 DF4478| PID    Reference Object                     Distance      Geod. Az  |
 DF4478|                                                           dddmmss.s |
 DF4478| DF4480 BUCKRIDGE 5                         APPROX. 0.9 KM 1261203.5 |
 DF4478| DF4479 BUCKRIDGE 4                         APPROX. 1.3 KM 3120139.2 |
 DF4478|---------------------------------------------------------------------|
 DF4478
 DF4478                          SUPERSEDED SURVEY CONTROL
 DF4478
 DF4478  NAD 83(1986)-  35 44 33.42430(N)    076 04 51.52166(W) AD(       ) 1
 DF4478  NAD 83(2001)-  35 44 33.40996(N)    076 04 51.51473(W) AD(       ) 1
 DF4478  ELLIP H (03/24/03)  -38.109  (m)                       GP(       ) 4 1
 DF4478
 DF4478.Superseded values are not recommended for survey control.
 DF4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4478.See file dsdata.txt to determine how the superseded data were derived.
 DF4478
 DF4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0225755940(NAD 83)
 DF4478_MARKER: I = METAL ROD
 DF4478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4478_STAMPING: BUCKRIDGE 3 2001
 DF4478_MARK LOGO: NCGS  
 DF4478_PROJECTION: FLUSH
 DF4478_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4478+STABILITY: POSITION/ELEVATION WELL
 DF4478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4478+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4478_ROD/PIPE-DEPTH: 17.9 meters
 DF4478_SLEEVE-DEPTH  : 0.6 meters
 DF4478
 DF4478  HISTORY     - Date     Condition        Report By
 DF4478  HISTORY     - 2001     MONUMENTED       NCGS
 DF4478
 DF4478                          STATION DESCRIPTION
 DF4478
 DF4478'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4478'STATION IS LOCATED ABOUT 15.4 MI (24.8 KM) SOUTHEAST OF COLUMBIA AND
 DF4478'4.2 MI (6.8 KM) EAST-NORTHEAST OF GUM NECK.
 DF4478'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) FROM THE INTERSECTION OF NC
 DF4478'94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST ALONG
 DF4478'SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4478'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4478'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 2.8 MI (4.5
 DF4478'KM) TO A GATED ROAD LEADING NORTHEASTERLY, THENCE NORTHEAST ALONG ROAD
 DF4478'FOR 0.8 MI (1.3 KM) TO A ROAD LEADING WEST, THENCE WEST FOR 0.55 MI
 DF4478'(0.89 KM) TO ROAD LEADING NORTHEAST AND STATION. NOTE--STATION IS ON
 DF4478'GATED PROPERTY.
 DF4478'MARK IS LEVEL WITH INTERSECTION AND IS FLUSH WITH THE GROUND. LOCATED
 DF4478'32 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF ROAD LEADING WESTERLY, 10
 DF4478'FT (3.0 M) WEST OF THE CENTERLINE OF ROAD LEADING NORTH, 1.0 FT (0.3
 DF4478'M) EAST-SOUTHEAST OF A WITNESS SIGN AND 20.0 FT (6.1 M) SOUTHEAST OF A
 DF4478'5 INCH ATLANTIC WHITE CEDAR WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4479 ***********************************************************************
 DF4479  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4479  DESIGNATION -  BUCKRIDGE 4
 DF4479  PID         -  DF4479
 DF4479  STATE/COUNTY-  NC/TYRRELL
 DF4479  USGS QUAD   -  FRYING PAN (1974)
 DF4479
 DF4479                         *CURRENT SURVEY CONTROL
 DF4479  ___________________________________________________________________
 DF4479* NAD 83(2007)-  35 45 02.34813(N)    076 05 30.90597(W)     ADJUSTED  
 DF4479* NAVD 88     -         0.69   (meters)       2.3    (feet)  GPS OBS   
 DF4479  ___________________________________________________________________
 DF4479  EPOCH DATE  -        2002.00
 DF4479  X           -   1,245,614.821 (meters)                     COMP
 DF4479  Y           -  -5,030,253.205 (meters)                     COMP
 DF4479  Z           -   3,705,751.272 (meters)                     COMP
 DF4479  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DF4479  ELLIP HEIGHT-         -37.957 (meters)          (02/10/07) ADJUSTED
 DF4479  GEOID HEIGHT-         -38.61  (meters)                     GEOID03
 DF4479
 DF4479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4479  Type    PID    Designation                      North   East  Ellip
 DF4479  -------------------------------------------------------------------
 DF4479  NETWORK DF4479 BUCKRIDGE 4                       0.61   0.53   2.10
 DF4479  -------------------------------------------------------------------
 DF4479
 DF4479.The horizontal coordinates were established by GPS observations
 DF4479.and adjusted by the National Geodetic Survey in February 2007.
 DF4479
 DF4479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4479.The horizontal coordinates are valid at the epoch date displayed above.
 DF4479.The epoch date for horizontal control is a decimal equivalence
 DF4479.of Year/Month/Day.
 DF4479
 DF4479.The orthometric height was determined by GPS observations and a
 DF4479.high-resolution geoid model.
 DF4479.The orthometric height was determined by GPS observations and a
 DF4479.high-resolution geoid model using precise GPS observation and
 DF4479.processing techniques.
 DF4479
 DF4479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4479
 DF4479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4479
 DF4479.The ellipsoidal height was determined by GPS observations
 DF4479.and is referenced to NAD 83.
 DF4479
 DF4479.The geoid height was determined by GEOID03.
 DF4479
 DF4479;                    North         East     Units Scale Factor Converg.
 DF4479;SPC NC       -   225,787.788   872,566.327   MT  0.99991041   +1 40 42.4
 DF4479;SPC NC       -   740,772.10  2,862,744.69   sFT  0.99991041   +1 40 42.4
 DF4479;UTM  18      - 3,956,842.375   401,277.220   MT  0.99972010   -0 38 16.9
 DF4479
 DF4479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4479!SPC NC       -   1.00000596  x   0.99991041  =   0.99991637
 DF4479!UTM  18      -   1.00000596  x   0.99972010  =   0.99972606
 DF4479
 DF4479:                Primary Azimuth Mark                     Grid Az
 DF4479:SPC NC       -  BUCKRIDGE 3                              130 20 33.8
 DF4479:UTM  18      -  BUCKRIDGE 3                              132 39 33.1
 DF4479
 DF4479|---------------------------------------------------------------------|
 DF4479| PID    Reference Object                     Distance      Geod. Az  |
 DF4479|                                                           dddmmss.s |
 DF4479| DF4478 BUCKRIDGE 3                         APPROX. 1.3 KM 1320116.2 |
 DF4479|---------------------------------------------------------------------|
 DF4479
 DF4479                          SUPERSEDED SURVEY CONTROL
 DF4479
 DF4479  NAD 83(1986)-  35 45 02.36248(N)    076 05 30.91222(W) AD(       ) 1
 DF4479  NAD 83(2001)-  35 45 02.34822(N)    076 05 30.90537(W) AD(       ) 1
 DF4479  ELLIP H (03/24/03)  -37.958  (m)                       GP(       ) 4 1
 DF4479
 DF4479.Superseded values are not recommended for survey control.
 DF4479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4479.See file dsdata.txt to determine how the superseded data were derived.
 DF4479
 DF4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0127756842(NAD 83)
 DF4479_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4479_STAMPING: BUCKRIDGE 4 2001
 DF4479_MARK LOGO: NCGS  
 DF4479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4479+STABILITY: SURFACE MOTION
 DF4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4479+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4479
 DF4479  HISTORY     - Date     Condition        Report By
 DF4479  HISTORY     - 2001     MONUMENTED       NCGS
 DF4479
 DF4479                          STATION DESCRIPTION
 DF4479
 DF4479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4479'STATION IS LOCATED ABOUT 14.6 MI (23.5 KM) SOUTHEAST OF COLUMBIA AND
 DF4479'3.9 MI (6.3 KM) EAST-NORTHEAST OF GUM NECK.
 DF4479'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4479'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4479'ALONG SR 1310 FOR 3.4 MI (5.5 KM) SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4479'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4479'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 2.8 MI (4.5
 DF4479'KM) TO A GATED ROAD LEADING NORTHEASTERLY, THENCE NORTHEAST ALONG ROAD
 DF4479'FOR 0.8 MI (1.3 KM) TO A ROAD LEADING WEST, THENCE WEST FOR 1.35 MI
 DF4479'(2.17 KM) TO A ROAD LEADING NORTHEAST AND STATION. NOTE--STATION IS ON
 DF4479'GATED PROPERTY.
 DF4479'MARK IS ABOUT 1-FT HIGHER THAN THE INTERSECTION AND IS RECESSED 2
 DF4479'INCHES BELOW THE GROUND. LOCATED 52.0 FT (15.8 M) WEST OF THE
 DF4479'CENTERLINE OF ROAD LEADING NORTH AND 14.0 FT (4.3 M) NORTHEAST OF THE
 DF4479'CENTERLINE OF ROAD LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4480 ***********************************************************************
 DF4480  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4480  DESIGNATION -  BUCKRIDGE 5
 DF4480  PID         -  DF4480
 DF4480  STATE/COUNTY-  NC/TYRRELL
 DF4480  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4480
 DF4480                         *CURRENT SURVEY CONTROL
 DF4480  ___________________________________________________________________
 DF4480* NAD 83(2007)-  35 44 15.95594(N)    076 04 22.26752(W)     ADJUSTED  
 DF4480* NAVD 88     -         0.73   (meters)       2.4    (feet)  GPS OBS   
 DF4480  ___________________________________________________________________
 DF4480  EPOCH DATE  -        2002.00
 DF4480  X           -   1,247,489.699 (meters)                     COMP
 DF4480  Y           -  -5,030,649.127 (meters)                     COMP
 DF4480  Z           -   3,704,590.774 (meters)                     COMP
 DF4480  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DF4480  ELLIP HEIGHT-         -37.961 (meters)          (02/10/07) ADJUSTED
 DF4480  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 DF4480
 DF4480  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4480  Type    PID    Designation                      North   East  Ellip
 DF4480  -------------------------------------------------------------------
 DF4480  NETWORK DF4480 BUCKRIDGE 5                       0.61   0.53   2.04
 DF4480  -------------------------------------------------------------------
 DF4480
 DF4480.The horizontal coordinates were established by GPS observations
 DF4480.and adjusted by the National Geodetic Survey in February 2007.
 DF4480
 DF4480.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4480.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4480.The horizontal coordinates are valid at the epoch date displayed above.
 DF4480.The epoch date for horizontal control is a decimal equivalence
 DF4480.of Year/Month/Day.
 DF4480
 DF4480.The orthometric height was determined by GPS observations and a
 DF4480.high-resolution geoid model.
 DF4480.The orthometric height was determined by GPS observations and a
 DF4480.high-resolution geoid model using precise GPS observation and
 DF4480.processing techniques.
 DF4480
 DF4480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4480
 DF4480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4480
 DF4480.The ellipsoidal height was determined by GPS observations
 DF4480.and is referenced to NAD 83.
 DF4480
 DF4480.The geoid height was determined by GEOID03.
 DF4480
 DF4480;                    North         East     Units Scale Factor Converg.
 DF4480;SPC NC       -   224,409.374   874,332.057   MT  0.99990848   +1 41 22.1
 DF4480;SPC NC       -   736,249.75  2,868,537.76   sFT  0.99990848   +1 41 22.1
 DF4480;UTM  18      - 3,955,394.001   402,985.470   MT  0.99971598   -0 37 36.0
 DF4480
 DF4480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4480!SPC NC       -   1.00000596  x   0.99990848  =   0.99991444
 DF4480!UTM  18      -   1.00000596  x   0.99971598  =   0.99972194
 DF4480
 DF4480:                Primary Azimuth Mark                     Grid Az
 DF4480:SPC NC       -  BUCKRIDGE 3                              304 30 58.4
 DF4480:UTM  18      -  BUCKRIDGE 3                              306 49 56.5
 DF4480
 DF4480|---------------------------------------------------------------------|
 DF4480| PID    Reference Object                     Distance      Geod. Az  |
 DF4480|                                                           dddmmss.s |
 DF4480| DF4478 BUCKRIDGE 3                         APPROX. 0.9 KM 3061220.5 |
 DF4480|---------------------------------------------------------------------|
 DF4480
 DF4480                          SUPERSEDED SURVEY CONTROL
 DF4480
 DF4480  NAD 83(1986)-  35 44 15.96994(N)    076 04 22.27341(W) AD(       ) 1
 DF4480  NAD 83(2001)-  35 44 15.95604(N)    076 04 22.26692(W) AD(       ) 1
 DF4480  ELLIP H (03/24/03)  -37.962  (m)                       GP(       ) 4 1
 DF4480
 DF4480.Superseded values are not recommended for survey control.
 DF4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4480.See file dsdata.txt to determine how the superseded data were derived.
 DF4480
 DF4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0298555394(NAD 83)
 DF4480_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4480_STAMPING: BUCKRIDGE 5 2001
 DF4480_MARK LOGO: NCGS  
 DF4480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4480+STABILITY: SURFACE MOTION
 DF4480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4480+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4480
 DF4480  HISTORY     - Date     Condition        Report By
 DF4480  HISTORY     - 2001     MONUMENTED       NCGS
 DF4480
 DF4480                          STATION DESCRIPTION
 DF4480
 DF4480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4480'STATION IS LOCATED ABOUT 16.0 MI (25.7 KM) SOUTHEAST OF COLUMBIA AND
 DF4480'4.6 MI (7.4 KM) EAST-NORTHEAST OF GUM NECK.
 DF4480'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4480'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4480'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4480'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4480'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 2.8 MI (4.5
 DF4480'KM) TO A GATED ROAD LEADING NORTHEASTERLY, THENCE NORTHEAST ALONG ROAD
 DF4480'FOR 0.8 MI (1.3 KM) TO STATION. NOTE--STATION IS ON GATED PROPERTY.
 DF4480'MARK IS ABOUT LEVEL WITH THE ROAD AND IS FLUSH WITH THE GROUND.
 DF4480'LOCATED 8 FT (2.4 M) SOUTHWEST OF THE CENTERLINE OF A ROAD LEADING
 DF4480'WEST, 78.8 FT (24.0 M) NORTHWEST OF THE CENTERLINE OF INTERSECTION AND
 DF4480'57.5 FT (17.5 M) WEST-NORTHWEST OF A 14-INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4481 ***********************************************************************
 DF4481  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4481  DESIGNATION -  BUCKRIDGE 6
 DF4481  PID         -  DF4481
 DF4481  STATE/COUNTY-  NC/TYRRELL
 DF4481  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4481
 DF4481                         *CURRENT SURVEY CONTROL
 DF4481  ___________________________________________________________________
 DF4481* NAD 83(2007)-  35 43 36.80485(N)    076 04 45.41427(W)     ADJUSTED  
 DF4481* NAVD 88     -         0.87   (meters)       2.9    (feet)  GPS OBS   
 DF4481  ___________________________________________________________________
 DF4481  EPOCH DATE  -        2002.00
 DF4481  X           -   1,247,094.721 (meters)                     COMP
 DF4481  Y           -  -5,031,473.196 (meters)                     COMP
 DF4481  Z           -   3,703,611.360 (meters)                     COMP
 DF4481  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 DF4481  ELLIP HEIGHT-         -37.806 (meters)          (02/10/07) ADJUSTED
 DF4481  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 DF4481
 DF4481  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4481  Type    PID    Designation                      North   East  Ellip
 DF4481  -------------------------------------------------------------------
 DF4481  NETWORK DF4481 BUCKRIDGE 6                       0.67   0.57   2.08
 DF4481  -------------------------------------------------------------------
 DF4481
 DF4481.The horizontal coordinates were established by GPS observations
 DF4481.and adjusted by the National Geodetic Survey in February 2007.
 DF4481
 DF4481.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4481.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4481.The horizontal coordinates are valid at the epoch date displayed above.
 DF4481.The epoch date for horizontal control is a decimal equivalence
 DF4481.of Year/Month/Day.
 DF4481
 DF4481.The orthometric height was determined by GPS observations and a
 DF4481.high-resolution geoid model.
 DF4481.The orthometric height was determined by GPS observations and a
 DF4481.high-resolution geoid model using precise GPS observation and
 DF4481.processing techniques.
 DF4481
 DF4481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4481
 DF4481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4481
 DF4481.The ellipsoidal height was determined by GPS observations
 DF4481.and is referenced to NAD 83.
 DF4481
 DF4481.The geoid height was determined by GEOID03.
 DF4481
 DF4481;                    North         East     Units Scale Factor Converg.
 DF4481;SPC NC       -   223,186.221   873,786.222   MT  0.99990689   +1 41 08.7
 DF4481;SPC NC       -   732,236.79  2,866,746.96   sFT  0.99990689   +1 41 08.7
 DF4481;UTM  18      - 3,954,194.135   402,390.764   MT  0.99971740   -0 37 49.0
 DF4481
 DF4481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4481!SPC NC       -   1.00000593  x   0.99990689  =   0.99991282
 DF4481!UTM  18      -   1.00000593  x   0.99971740  =   0.99972333
 DF4481
 DF4481:                Primary Azimuth Mark                     Grid Az
 DF4481:SPC NC       -  BUCKRIDGE 5                              024 02 54.0
 DF4481:UTM  18      -  BUCKRIDGE 5                              026 21 51.7
 DF4481
 DF4481|---------------------------------------------------------------------|
 DF4481| PID    Reference Object                     Distance      Geod. Az  |
 DF4481|                                                           dddmmss.s |
 DF4481| DF4480 BUCKRIDGE 5                         APPROX. 1.3 KM 0254402.7 |
 DF4481| DF4486 BUCKRIDGE 12                        APPROX. 1.4 KM 2474022.9 |
 DF4481|---------------------------------------------------------------------|
 DF4481
 DF4481                          SUPERSEDED SURVEY CONTROL
 DF4481
 DF4481  NAD 83(1986)-  35 43 36.81841(N)    076 04 45.41982(W) AD(       ) 1
 DF4481  NAD 83(2001)-  35 43 36.80494(N)    076 04 45.41368(W) AD(       ) 1
 DF4481  ELLIP H (03/24/03)  -37.808  (m)                       GP(       ) 4 1
 DF4481
 DF4481.Superseded values are not recommended for survey control.
 DF4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4481.See file dsdata.txt to determine how the superseded data were derived.
 DF4481
 DF4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0239154194(NAD 83)
 DF4481_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4481_STAMPING: BUCKRIDGE 6 2001
 DF4481_MARK LOGO: NCGS  
 DF4481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4481+STABILITY: SURFACE MOTION
 DF4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4481+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4481
 DF4481  HISTORY     - Date     Condition        Report By
 DF4481  HISTORY     - 2001     MONUMENTED       NCGS
 DF4481
 DF4481                          STATION DESCRIPTION
 DF4481
 DF4481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4481'STATION IS LOCATED ABOUT 16.4 MI (26.4 KM) SOUTHEAST OF COLUMBIA AND
 DF4481'4.1 MI (6.6 KM) EAST OF GUM NECK.
 DF4481'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4481'OF NC 94/ US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4481'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4481'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4481'(GRAPEVINE LANDING), THENCE ALONG SR 1314 EASTERLY FOR 2.8 MI (4.5 KM)
 DF4481'TO A ROAD LEADING NORTHERLY AND STATION.
 DF4481'MARK IS ABOUT LEVEL WITH SR 1314 AND IS RECESSED 2 INCHES BELOW THE
 DF4481'GROUND. LOCATED 24 FT (7.3 M) NORTHEAST OF SR 1314, 14 FT (4.3 M)
 DF4481'NORTHWEST OF THE CENTERLINE OF ROAD LEADING NORTHERLY, 76.5 FT (23.3
 DF4481'M) SOUTHWEST OF THE WESTERN GATE POST TO ROAD LEADING NORTH AND 54.2
 DF4481'FT (16.5 M) EAST-NORTHEAST OF A 10 INCH PINE ACROSS SR 1314 WITH A
 DF4481'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4482 ***********************************************************************
 DF4482  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4482  DESIGNATION -  BUCKRIDGE 7
 DF4482  PID         -  DF4482
 DF4482  STATE/COUNTY-  NC/TYRRELL
 DF4482  USGS QUAD   -  FAIRFIELD NE (1974)
 DF4482
 DF4482                         *CURRENT SURVEY CONTROL
 DF4482  ___________________________________________________________________
 DF4482* NAD 83(2007)-  35 43 28.22220(N)    076 04 27.76444(W)     ADJUSTED  
 DF4482* NAVD 88     -         0.77   (meters)       2.5    (feet)  GPS OBS   
 DF4482  ___________________________________________________________________
 DF4482  EPOCH DATE  -        2002.00
 DF4482  X           -   1,247,562.402 (meters)                     COMP
 DF4482  Y           -  -5,031,516.290 (meters)                     COMP
 DF4482  Z           -   3,703,396.550 (meters)                     COMP
 DF4482  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DF4482  ELLIP HEIGHT-         -37.921 (meters)          (02/10/07) ADJUSTED
 DF4482  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 DF4482
 DF4482  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4482  Type    PID    Designation                      North   East  Ellip
 DF4482  -------------------------------------------------------------------
 DF4482  NETWORK DF4482 BUCKRIDGE 7                       0.73   0.61   2.23
 DF4482  -------------------------------------------------------------------
 DF4482
 DF4482.The horizontal coordinates were established by GPS observations
 DF4482.and adjusted by the National Geodetic Survey in February 2007.
 DF4482
 DF4482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4482.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4482.The horizontal coordinates are valid at the epoch date displayed above.
 DF4482.The epoch date for horizontal control is a decimal equivalence
 DF4482.of Year/Month/Day.
 DF4482
 DF4482.The orthometric height was determined by GPS observations and a
 DF4482.high-resolution geoid model.
 DF4482.The orthometric height was determined by GPS observations and a
 DF4482.high-resolution geoid model using precise GPS observation and
 DF4482.processing techniques.
 DF4482
 DF4482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4482
 DF4482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4482
 DF4482.The ellipsoidal height was determined by GPS observations
 DF4482.and is referenced to NAD 83.
 DF4482
 DF4482.The geoid height was determined by GEOID03.
 DF4482
 DF4482;                    North         East     Units Scale Factor Converg.
 DF4482;SPC NC       -   222,934.897   874,237.350   MT  0.99990654   +1 41 18.9
 DF4482;SPC NC       -   731,412.24  2,868,227.04   sFT  0.99990654   +1 41 18.9
 DF4482;UTM  18      - 3,953,924.837   402,831.283   MT  0.99971635   -0 37 38.5
 DF4482
 DF4482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4482!SPC NC       -   1.00000595  x   0.99990654  =   0.99991249
 DF4482!UTM  18      -   1.00000595  x   0.99971635  =   0.99972230
 DF4482
 DF4482:                Primary Azimuth Mark                     Grid Az
 DF4482:SPC NC       -  BUCKRIDGE 6                              299 07 21.6
 DF4482:UTM  18      -  BUCKRIDGE 6                              301 26 19.0
 DF4482
 DF4482|---------------------------------------------------------------------|
 DF4482| PID    Reference Object                     Distance      Geod. Az  |
 DF4482|                                                           dddmmss.s |
 DF4482| DF4481 BUCKRIDGE 6                         APPROX. 0.5 KM 3004840.5 |
 DF4482|---------------------------------------------------------------------|
 DF4482
 DF4482                          SUPERSEDED SURVEY CONTROL
 DF4482
 DF4482  NAD 83(1986)-  35 43 28.23559(N)    076 04 27.76993(W) AD(       ) 1
 DF4482  NAD 83(2001)-  35 43 28.22230(N)    076 04 27.76386(W) AD(       ) 1
 DF4482  ELLIP H (03/24/03)  -37.923  (m)                       GP(       ) 4 1
 DF4482
 DF4482.Superseded values are not recommended for survey control.
 DF4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4482.See file dsdata.txt to determine how the superseded data were derived.
 DF4482
 DF4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0283153925(NAD 83)
 DF4482_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4482_STAMPING: BUCKRIDGE 7 2001
 DF4482_MARK LOGO: NCGS  
 DF4482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4482+STABILITY: SURFACE MOTION
 DF4482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4482+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4482
 DF4482  HISTORY     - Date     Condition        Report By
 DF4482  HISTORY     - 2001     MONUMENTED       NCGS
 DF4482
 DF4482                          STATION DESCRIPTION
 DF4482
 DF4482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4482'STATION IS LOCATED ABOUT 16.7 MI (26.9 KM) SOUTHEAST OF COLUMBIA AND
 DF4482'4.3 MI (6.9 KM) EAST OF GUM NECK.
 DF4482'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4482'OF NC 94 /US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4482'ALONG 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4482'SOUTHERLY ALONG SR 1314 ALSO (N.GUM NECK RD) TO SR 1314 NOW (GRAPEVINE
 DF4482'LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 3.1 MI (5.0 KM) TO A
 DF4482'ROAD LEADING SOUTHERLY AND STATION.
 DF4482'MARK IS ABOUT 0.5-FT LOWER THAN SR 1314 AND IS RECESSED ABOUT 2 INCHES
 DF4482'BELOW THE GROUND. LOCATED 21.0 FT (6.4 M) SOUTHWEST OF THE CENTERLINE
 DF4482'OF SR 1314, 76.0 FT (23.2 M) NORTH-NORTHWEST OF THE EASTERN POST OF
 DF4482'METAL GATE OF ROAD LEADING SOUTHEAST, 22.0 FT (6.7 M) NORTHEAST OF THE
 DF4482'CENTERLINE OF ROAD LEADING SOUTHEAST AND 40.8 FT (12.4 M) NORTHEAST OF
 DF4482'A 10 INCH PINE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE5436 ***********************************************************************
 DE5436  DESIGNATION -  BUCKRIDGE 8
 DE5436  PID         -  DE5436
 DE5436  STATE/COUNTY-  NC/TYRRELL
 DE5436  USGS QUAD   -  FAIRFIELD NE (1974)
 DE5436
 DE5436                         *CURRENT SURVEY CONTROL
 DE5436  ___________________________________________________________________
 DE5436* NAD 83(2007)-  35 43 03.54560(N)    076 03 39.17502(W)     ADJUSTED  
 DE5436* NAVD 88     -         0.65   (meters)       2.1    (feet)  LEVELING  
 DE5436  ___________________________________________________________________
 DE5436  EPOCH DATE  -        2002.00
 DE5436  X           -   1,248,854.568 (meters)                     COMP
 DE5436  Y           -  -5,031,653.106 (meters)                     COMP
 DE5436  Z           -   3,702,779.004 (meters)                     COMP
 DE5436  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DE5436  ELLIP HEIGHT-         -38.069 (meters)          (02/10/07) ADJUSTED
 DE5436  GEOID HEIGHT-         -38.69  (meters)                     GEOID03
 DE5436
 DE5436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5436  Type    PID    Designation                      North   East  Ellip
 DE5436  -------------------------------------------------------------------
 DE5436  NETWORK DE5436 BUCKRIDGE 8                       0.69   0.55   2.20
 DE5436  -------------------------------------------------------------------
 DE5436  VERT ORDER  -  THIRD ?
 DE5436
 DE5436.The horizontal coordinates were established by GPS observations
 DE5436.and adjusted by the National Geodetic Survey in February 2007.
 DE5436
 DE5436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5436.The horizontal coordinates are valid at the epoch date displayed above.
 DE5436.The epoch date for horizontal control is a decimal equivalence
 DE5436.of Year/Month/Day.
 DE5436
 DE5436.The orthometric height was determined by differential leveling.
 DE5436.The vertical network tie was performed by a horz. field party for horz.
 DE5436.obs reductions. Reset procedures were used to establish the elevation.
 DE5436
 DE5436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5436
 DE5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5436
 DE5436.The ellipsoidal height was determined by GPS observations
 DE5436.and is referenced to NAD 83.
 DE5436
 DE5436.The geoid height was determined by GEOID03.
 DE5436
 DE5436;                    North         East     Units Scale Factor Converg.
 DE5436;SPC NC       -   222,210.820   875,480.378   MT  0.99990556   +1 41 46.9
 DE5436;SPC NC       -   729,036.67  2,872,305.21   sFT  0.99990556   +1 41 46.9
 DE5436;UTM  18      - 3,953,151.271   404,043.806   MT  0.99971346   -0 37 09.8
 DE5436
 DE5436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5436!SPC NC       -   1.00000598  x   0.99990556  =   0.99991153
 DE5436!UTM  18      -   1.00000598  x   0.99971346  =   0.99971943
 DE5436
 DE5436:                Primary Azimuth Mark                     Grid Az
 DE5436:SPC NC       -  BUCKRIDGE 7                              300 13 17.5
 DE5436:UTM  18      -  BUCKRIDGE 7                              302 32 14.2
 DE5436
 DE5436|---------------------------------------------------------------------|
 DE5436| PID    Reference Object                     Distance      Geod. Az  |
 DE5436|                                                           dddmmss.s |
 DE5436| DF4482 BUCKRIDGE 7                         APPROX. 1.4 KM 3015504.4 |
 DE5436|---------------------------------------------------------------------|
 DE5436
 DE5436                          SUPERSEDED SURVEY CONTROL
 DE5436
 DE5436  NAD 83(2001)-  35 43 03.54570(N)    076 03 39.17445(W) AD(       ) 1
 DE5436  ELLIP H (03/13/03)  -38.072  (m)                       GP(       ) 4 2
 DE5436  NAD 83(1986)-  35 43 03.55865(N)    076 03 39.18027(W) AD(       ) 1
 DE5436
 DE5436.Superseded values are not recommended for survey control.
 DE5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5436.See file dsdata.txt to determine how the superseded data were derived.
 DE5436
 DE5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0404453151(NAD 83)
 DE5436_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5436_STAMPING: BUCKRIDGE 8 2001
 DE5436_MARK LOGO: NCGS  
 DE5436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5436+STABILITY: SURFACE MOTION
 DE5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5436+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2001
 DE5436
 DE5436  HISTORY     - Date     Condition        Report By
 DE5436  HISTORY     - 2001     MONUMENTED       NCGS
 DE5436  HISTORY     - 20010814 GOOD             NCGS
 DE5436
 DE5436                          STATION DESCRIPTION
 DE5436
 DE5436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE5436'STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) SOUTHEAST OF COLUMBIA AND
 DE5436'5.1 MI (8.2 KM) EAST OF GUM NECK.
 DE5436'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) FROM THE INTERSECTION OF NC
 DE5436'94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST ALONG
 DE5436'SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DE5436'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DE5436'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 4.0 MILES
 DE5436'(6.4 KM) TO END OF ROAD AND STATION, AT GRAPEVINE LANDING.
 DE5436'MARK IS ABOUT LEVEL WITH SR 1314 AND IS RECESSED 2 INCHES BELOW THE
 DE5436'GROUND. LOCATED 9 FT (2.7 M) NORTHEAST OF THE CENTERLINE OF SR 1314
 DE5436'PROLONGATION, 18.0 FT (5.5 M) SOUTHEAST OF THE CENTERLINE OF A WOOD
 DE5436'BOAT RAMP TO CANAL AND 70.0 FT (21.3 M) NORTHWEST OF A 24 INCH PINE
 DE5436'WITH A REFERENCE TAG.
 DE5436
 DE5436                          STATION RECOVERY (2001)
 DE5436
 DE5436'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE5436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF4483 ***********************************************************************
 DF4483  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4483  DESIGNATION -  BUCKRIDGE 9
 DF4483  PID         -  DF4483
 DF4483  STATE/COUNTY-  NC/TYRRELL
 DF4483  USGS QUAD   -  FRYING PAN (1974)
 DF4483
 DF4483                         *CURRENT SURVEY CONTROL
 DF4483  ___________________________________________________________________
 DF4483* NAD 83(2007)-  35 45 33.85381(N)    076 05 59.47568(W)     ADJUSTED  
 DF4483* NAVD 88     -         0.43   (meters)       1.4    (feet)  GPS OBS   
 DF4483  ___________________________________________________________________
 DF4483  EPOCH DATE  -        2002.00
 DF4483  X           -   1,244,781.721 (meters)                     COMP
 DF4483  Y           -  -5,029,874.733 (meters)                     COMP
 DF4483  Z           -   3,706,539.143 (meters)                     COMP
 DF4483  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 DF4483  ELLIP HEIGHT-         -38.188 (meters)          (02/10/07) ADJUSTED
 DF4483  GEOID HEIGHT-         -38.59  (meters)                     GEOID03
 DF4483
 DF4483  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF4483  Type    PID    Designation                      North   East  Ellip
 DF4483  -------------------------------------------------------------------
 DF4483  NETWORK DF4483 BUCKRIDGE 9                       0.92   0.78   2.74
 DF4483  -------------------------------------------------------------------
 DF4483
 DF4483.The horizontal coordinates were established by GPS observations
 DF4483.and adjusted by the National Geodetic Survey in February 2007.
 DF4483
 DF4483.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF4483.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF4483.The horizontal coordinates are valid at the epoch date displayed above.
 DF4483.The epoch date for horizontal control is a decimal equivalence
 DF4483.of Year/Month/Day.
 DF4483
 DF4483.The orthometric height was determined by GPS observations and a
 DF4483.high-resolution geoid model.
 DF4483.The orthometric height was determined by GPS observations and a
 DF4483.high-resolution geoid model using precise GPS observation and
 DF4483.processing techniques.
 DF4483
 DF4483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4483
 DF4483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4483
 DF4483.The ellipsoidal height was determined by GPS observations
 DF4483.and is referenced to NAD 83.
 DF4483
 DF4483.The geoid height was determined by GEOID03.
 DF4483
 DF4483;                    North         East     Units Scale Factor Converg.
 DF4483;SPC NC       -   226,737.320   871,820.550   MT  0.99991175   +1 40 26.0
 DF4483;SPC NC       -   743,887.36  2,860,297.92   sFT  0.99991175   +1 40 26.0
 DF4483;UTM  18      - 3,957,821.090   400,570.567   MT  0.99972182   -0 38 34.0
 DF4483
 DF4483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4483!SPC NC       -   1.00000599  x   0.99991175  =   0.99991774
 DF4483!UTM  18      -   1.00000599  x   0.99972182  =   0.99972781
 DF4483
 DF4483:                Primary Azimuth Mark                     Grid Az
 DF4483:SPC NC       -  BUCKRIDGE 4                              141 51 12.0
 DF4483:UTM  18      -  BUCKRIDGE 4                              144 10 12.0
 DF4483
 DF4483|---------------------------------------------------------------------|
 DF4483| PID    Reference Object                     Distance      Geod. Az  |
 DF4483|                                                           dddmmss.s |
 DF4483| DF4479 BUCKRIDGE 4                         APPROX. 1.2 KM 1433138.0 |
 DF4483|---------------------------------------------------------------------|
 DF4483
 DF4483                          SUPERSEDED SURVEY CONTROL
 DF4483
 DF4483  NAD 83(1986)-  35 45 33.86799(N)    076 05 59.48176(W) AD(       ) 1
 DF4483  NAD 83(2001)-  35 45 33.85388(N)    076 05 59.47509(W) AD(       ) 1
 DF4483  ELLIP H (03/24/03)  -38.190  (m)                       GP(       ) 4 1
 DF4483
 DF4483.Superseded values are not recommended for survey control.
 DF4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4483.See file dsdata.txt to determine how the superseded data were derived.
 DF4483
 DF4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE0057157821(NAD 83)
 DF4483_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4483_STAMPING: BUCKRIDGE 9 2001
 DF4483_MARK LOGO: NCGS  
 DF4483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4483+STABILITY: SURFACE MOTION
 DF4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4483+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4483
 DF4483  HISTORY     - Date     Condition        Report By
 DF4483  HISTORY     - 2001     MONUMENTED       NCGS
 DF4483
 DF4483                          STATION DESCRIPTION
 DF4483
 DF4483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DF4483'STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF COLUMBIA AND
 DF4483'3.9 MI (6.3 KM) NORTHEAST OF GUM NECK.
 DF4483'PROCEED ALONG NC 94 FOR 12.4 MI (20.0 KM) SOUTH FROM THE INTERSECTION
 DF4483'OF NC 94/US 64, IN COLUMBIA, TO SR 1310 (N. GUM NECK RD), THENCE EAST
 DF4483'ALONG SR 1310 FOR 3.4 MI (5.5 KM) TO SR 1314, THENCE 1.5 MI (2.4 KM)
 DF4483'SOUTHERLY ALONG SR 1314 ALSO (N. GUM NECK RD) TO SR 1314 NOW
 DF4483'(GRAPEVINE LANDING RD), THENCE ALONG SR 1314 EASTERLY FOR 2.8 MI (4.5
 DF4483'KM) TO A GATED ROAD LEADING NORTHWESTERLY, THENCE NORTHWEST ALONG ROAD
 DF4483'FOR 1.5 MI (2.4 KM) TO A ROAD LEADING NORTHERLY, THENCE NORTHERLY
 DF4483'ALONG ROAD FOR 1.1 MILES (1.8 KM) TO A ROAD LEADING
 DF4483'NORTHWEST/SOUTHEAST AND THE STATION. NOTE--STATION IS ON GATED
 DF4483'PROPERTY.
 DF4483'MARK IS LEVEL WITH THE INTERSECTION AND IS RECESSED 2 INCHES BELOW THE
 DF4483'GROUND. LOCATED 11 FT (3.4 M) NORTHEAST OF THE CENTERLINE INTERSECTION
 DF4483'OF ROAD LEADING SOUTHEAST/NORTHWEST AND ROAD LEADING
 DF4483'SOUTHWEST/NORTHEAST--AND 26.8 FT (8.2 M) SOUTH-SOUTHWEST OF A 12 INCH
 DF4483'PINE, 36.2 FT (11.0 M) NORTHWEST OF A 4 INCH WILLOW--BOTH WITH
 DF4483'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0575 ***********************************************************************
 EZ0575  DESIGNATION -  BUD
 EZ0575  PID         -  EZ0575
 EZ0575  STATE/COUNTY-  NC/HARNETT
 EZ0575  USGS QUAD   -  COATS (1987)
 EZ0575
 EZ0575                         *CURRENT SURVEY CONTROL
 EZ0575  ___________________________________________________________________
 EZ0575* NAD 83(2001)-  35 23 09.22943(N)    078 43 25.70670(W)     ADJUSTED  
 EZ0575* NAVD 88     -        59.456  (meters)     195.07   (feet)  ADJUSTED  
 EZ0575  ___________________________________________________________________
 EZ0575  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 EZ0575  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 EZ0575  DYNAMIC HT  -          59.403 (meters)     194.89  (feet)  COMP
 EZ0575  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 EZ0575
 EZ0575  HORZ ORDER  -  SECOND
 EZ0575  VERT ORDER  -  SECOND    CLASS II
 EZ0575
 EZ0575.The horizontal coordinates were established by classical geodetic methods
 EZ0575.and adjusted by the National Geodetic Survey in August 2005.
 EZ0575
 EZ0575.The orthometric height was determined by differential leveling
 EZ0575.and adjusted in June 1991.
 EZ0575
 EZ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0575
 EZ0575.The geoid height was determined by GEOID03.
 EZ0575
 EZ0575.The dynamic height is computed by dividing the NAVD 88
 EZ0575.geopotential number by the normal gravity value computed on the
 EZ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0575.degrees latitude (g = 980.6199 gals.).
 EZ0575
 EZ0575.The modeled gravity was interpolated from observed gravity values.
 EZ0575
 EZ0575;                    North         East     Units Scale Factor Converg.
 EZ0575;SPC NC       -   181,505.197   634,692.232   MT  0.99987532   +0 09 33.9
 EZ0575;SPC NC       -   595,488.30  2,082,319.43   sFT  0.99987532   +0 09 33.9
 EZ0575;UTM  17      - 3,918,217.778   706,744.550   MT  1.00012678   +1 19 06.8
 EZ0575
 EZ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0575!SPC NC       -   0.99999590  x   0.99987532  =   0.99987122
 EZ0575!UTM  17      -   0.99999590  x   1.00012678  =   1.00012268
 EZ0575
 EZ0575:                Primary Azimuth Mark                     Grid Az
 EZ0575:SPC NC       -  BARBARA                                  326 01 31.9
 EZ0575:UTM  17      -  BARBARA                                  324 51 59.0
 EZ0575
 EZ0575|---------------------------------------------------------------------|
 EZ0575| PID    Reference Object                     Distance      Geod. Az  |
 EZ0575|                                                           dddmmss.s |
 EZ0575| EZ0574 BARBARA                             APPROX. 0.6 KM 3261105.8 |
 EZ0575|---------------------------------------------------------------------|
 EZ0575
 EZ0575                          SUPERSEDED SURVEY CONTROL
 EZ0575
 EZ0575  NAD 83(1986)-  35 23 09.23440(N)    078 43 25.71552(W) AD(       ) 2
 EZ0575  NAD 27      -  35 23 08.65284(N)    078 43 26.64015(W) AD(       ) 2
 EZ0575  NGVD 29 (??/??/92)   59.722  (m)          195.94   (f) ADJ UNCH    2 2
 EZ0575
 EZ0575.Superseded values are not recommended for survey control.
 EZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0575.See file dsdata.txt to determine how the superseded data were derived.
 EZ0575
 EZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0674518218(NAD 83)
 EZ0575_MARKER: DE = TRAVERSE STATION DISK
 EZ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0575_STAMPING: BUD 1972
 EZ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0575+STABILITY: SURFACE MOTION
 EZ0575
 EZ0575  HISTORY     - Date     Condition        Report By
 EZ0575  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0575  HISTORY     - 1974     GOOD             NCGS
 EZ0575  HISTORY     - 1987     GOOD             USPSQD
 EZ0575  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ0575  HISTORY     - 20060630 MARK NOT FOUND   NCGS
 EZ0575  HISTORY     - 20070617 MARK NOT FOUND   GEOCAC
 EZ0575
 EZ0575                          STATION DESCRIPTION
 EZ0575
 EZ0575'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0575'BUD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0575'VICINITY OF BUIES CREEK, NORTH CAROLINA.
 EZ0575'
 EZ0575'BUD IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF BUIES CREEK
 EZ0575'AND 4.8 MILES NORTHWEST OF ERWIN.  TO REACH STATION FROM THE
 EZ0575'INTERSECTION OF US 421 AND NC 27 IN BUIES CREEK, GO SOUTHEAST ALONG
 EZ0575'US 421 FOR 2.0 MILES TO STATION ON RIGHT, 0.3 MILE SOUTHEAST OF
 EZ0575'INTERSECTION OF US 421 AND SR 1006, AND APPROXIMATELY 200 FEET
 EZ0575'EAST OF A POND.
 EZ0575'
 EZ0575'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUD
 EZ0575'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0575'FLUSH WITH THE GROUND.
 EZ0575'
 EZ0575'MARK IS--
 EZ0575'52.3 FEET SW OF C/L OF US 421.
 EZ0575'10.7 FEET NE OF BASE OF PP WITH ALUMINUM REF. TAG.
 EZ0575'29.6 FEET NE OF GUY WIRE.
 EZ0575
 EZ0575                          STATION RECOVERY (1974)
 EZ0575
 EZ0575'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0575'1.6 MI SSE FROM BUIES CREEK.
 EZ0575'BUD IS LOCATED APPROXIMATELY 5.3 MILES EAST OF LILLINGTON.  TO
 EZ0575'REACH STATION FROM THE INTERSECTION OF U.S. 421 AND NC 27 IN BUIES
 EZ0575'CREEK, PROCEED SOUTHEAST ALONG U.S. 421 FOR 2.0 MILES TO STATION
 EZ0575'ON RIGHT, 0.3 MILE SOUTHEAST OF INTERSECTION OF U.S. 421 AND SR
 EZ0575'1006, AND APPROXIMATELY 200 FEET EAST OF A POND, 52.3 FT SW OF C/L
 EZ0575'OF U.S. 421, 10.7 FT NE OF BASE OF PP WITH ALUMINUM REF. TAG, AND
 EZ0575'29.6 FT NE OF GUY WIRE.  DISK IS SET IN TOP OF CONCRETE CYLINDER,
 EZ0575'FLUSH WITH THE GROUND.
 EZ0575
 EZ0575                          STATION RECOVERY (1987)
 EZ0575
 EZ0575'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ0575'RECOVERED IN GOOD CONDITION.
 EZ0575
 EZ0575                          STATION RECOVERY (1999)
 EZ0575
 EZ0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0575'MARK NOT FOUND.
 EZ0575
 EZ0575                          STATION RECOVERY (2006)
 EZ0575
 EZ0575'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ0575'MARK NOT FOUND PROBABLY LOST TO ROAD IMPROVEMENTS.  HAND HELD MAPPING
 EZ0575'GRADE GPS POSITION FALLS IN PAVEMENT OF NEW LANES.
 EZ0575
 EZ0575                          STATION RECOVERY (2007)
 EZ0575
 EZ0575'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0575'HIGHWAY US-401 HAS BEEN WIDENED. THE STATION WAS IN THE AFFECTED AREA.
 EZ0575' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2342 ***********************************************************************
 FY2342  DESIGNATION -  BUD
 FY2342  PID         -  FY2342
 FY2342  STATE/COUNTY-  NC/CASWELL
 FY2342  USGS QUAD   -  YANCEYVILLE (1994)
 FY2342
 FY2342                         *CURRENT SURVEY CONTROL
 FY2342  ___________________________________________________________________
 FY2342* NAD 83(2001)-  36 23 37.23144(N)    079 16 52.91530(W)     ADJUSTED  
 FY2342* NAVD 88     -       189.542  (meters)     621.86   (feet)  ADJUSTED  
 FY2342  ___________________________________________________________________
 FY2342  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 FY2342  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 FY2342  DYNAMIC HT  -         189.391 (meters)     621.36  (feet)  COMP
 FY2342  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 FY2342
 FY2342  HORZ ORDER  -  SECOND
 FY2342  VERT ORDER  -  FIRST     CLASS II
 FY2342
 FY2342.The horizontal coordinates were established by classical geodetic methods
 FY2342.and adjusted by the National Geodetic Survey in August 2005.
 FY2342
 FY2342.The orthometric height was determined by differential leveling
 FY2342.and adjusted in June 1991.
 FY2342
 FY2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2342
 FY2342.The geoid height was determined by GEOID03.
 FY2342
 FY2342.The dynamic height is computed by dividing the NAVD 88
 FY2342.geopotential number by the normal gravity value computed on the
 FY2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2342.degrees latitude (g = 980.6199 gals.).
 FY2342
 FY2342.The modeled gravity was interpolated from observed gravity values.
 FY2342
 FY2342;                    North         East     Units Scale Factor Converg.
 FY2342;SPC NC       -   293,320.217   584,357.202   MT  1.00007127   -0 09 44.6
 FY2342;SPC NC       -   962,334.75  1,917,178.59   sFT  1.00007127   -0 09 44.6
 FY2342;UTM  17      - 4,028,986.043   654,129.846   MT  0.99989270   +1 01 11.7
 FY2342
 FY2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2342!SPC NC       -   0.99997514  x   1.00007127  =   1.00004640
 FY2342!UTM  17      -   0.99997514  x   0.99989270  =   0.99986784
 FY2342
 FY2342:                Primary Azimuth Mark                     Grid Az
 FY2342:SPC NC       -  YANCEYVILLE FIRE TOWER                   301 10 19.1
 FY2342:UTM  17      -  YANCEYVILLE FIRE TOWER                   299 59 22.8
 FY2342
 FY2342|---------------------------------------------------------------------|
 FY2342| PID    Reference Object                     Distance      Geod. Az  |
 FY2342|                                                           dddmmss.s |
 FY2342| FY4539 YANCEYVILLE FIRE TOWER              APPROX. 5.8 KM 3010034.5 |
 FY2342|---------------------------------------------------------------------|
 FY2342
 FY2342                          SUPERSEDED SURVEY CONTROL
 FY2342
 FY2342  NAD 83(1993)-  36 23 37.23258(N)    079 16 52.91846(W) AD(       ) 2
 FY2342  NAD 83(1986)-  36 23 37.23739(N)    079 16 52.92048(W) AD(       ) 2
 FY2342  NGVD 29 (03/05/92)  189.767  (m)          622.59   (f) ADJUSTED    1 2
 FY2342
 FY2342.Superseded values are not recommended for survey control.
 FY2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2342.See file dsdata.txt to determine how the superseded data were derived.
 FY2342
 FY2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5413028986(NAD 83)
 FY2342_MARKER: DE = TRAVERSE STATION DISK
 FY2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2342_SP_SET: CONCRETE POST
 FY2342_STAMPING: BUD 1982
 FY2342_MARK LOGO: NCGS  
 FY2342_PROJECTION: FLUSH
 FY2342_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2342+STABILITY: SURFACE MOTION
 FY2342
 FY2342  HISTORY     - Date     Condition        Report By
 FY2342  HISTORY     - 1982     MONUMENTED       NCGS
 FY2342  HISTORY     - 1982     GOOD             NCGS
 FY2342  HISTORY     - 1985     GOOD             USPSQD
 FY2342  HISTORY     - 19960225 GOOD             GEOMET
 FY2342
 FY2342                          STATION DESCRIPTION
 FY2342
 FY2342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2342'3.2 MI EAST FROM YANCEYVILLE.
 FY2342'ALONG NC 86, 0.6 MILE NORTHWEST OF THE INTERSECTION WITH US 158 IN
 FY2342'PLEASANT GROVE COMMUNITY, OR 0.25 MILE NORTHWEST OF THE INTERSECTION
 FY2342'WITH SR 1610, ON CUT, 46.2 FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 FY2342'39.4 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE LINE, 107.0 FEET SOUTHEAST
 FY2342'OF SOUTHEAST END OF GUARD RAIL, 33.2 FEET WEST OF 10 INCH OAK WITH
 FY2342'REFERENCE TAG AND 34.4 FEET SOUTH OF QUAD TRUNK OAK (PULLED FROM
 FY2342'TAG) WITH REFERENCE TAG.
 FY2342'THE MARK IS 15 FT ABOVE HIGHWAY.
 FY2342
 FY2342                          STATION RECOVERY (1985)
 FY2342
 FY2342'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2342'RECOVERED IN GOOD CONDITION.
 FY2342
 FY2342                          STATION RECOVERY (1996)
 FY2342
 FY2342'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LGW)
 FY2342'10 FT (3.0 M) X 10 FT (3.0 M) .  24 INCH MAT.  FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2405 ***********************************************************************
 EZ2405  DESIGNATION -  BUD
 EZ2405  PID         -  EZ2405
 EZ2405  STATE/COUNTY-  NC/WAKE
 EZ2405  USGS QUAD   -  ROLESVILLE (1993)
 EZ2405
 EZ2405                         *CURRENT SURVEY CONTROL
 EZ2405  ___________________________________________________________________
 EZ2405* NAD 83(2001)-  35 55 33.27906(N)    078 23 47.86925(W)     ADJUSTED  
 EZ2405* NAVD 88     -       109.685  (meters)     359.86   (feet)  ADJUSTED  
 EZ2405  ___________________________________________________________________
 EZ2405  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 EZ2405  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EZ2405  DYNAMIC HT  -         109.590 (meters)     359.55  (feet)  COMP
 EZ2405  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 EZ2405
 EZ2405  HORZ ORDER  -  SECOND
 EZ2405  VERT ORDER  -  SECOND    CLASS II
 EZ2405
 EZ2405.The horizontal coordinates were established by classical geodetic methods
 EZ2405.and adjusted by the National Geodetic Survey in August 2005.
 EZ2405
 EZ2405.The orthometric height was determined by differential leveling
 EZ2405.and adjusted in June 1991.
 EZ2405
 EZ2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2405
 EZ2405.The geoid height was determined by GEOID03.
 EZ2405
 EZ2405.The dynamic height is computed by dividing the NAVD 88
 EZ2405.geopotential number by the normal gravity value computed on the
 EZ2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2405.degrees latitude (g = 980.6199 gals.).
 EZ2405
 EZ2405.The modeled gravity was interpolated from observed gravity values.
 EZ2405
 EZ2405;                    North         East     Units Scale Factor Converg.
 EZ2405;SPC NC       -   241,545.795   664,050.583   MT  0.99994169   +0 20 53.7
 EZ2405;SPC NC       -   792,471.50  2,178,639.29   sFT  0.99994169   +0 20 53.7
 EZ2405;UTM  17      - 3,978,863.128   734,880.180   MT  1.00027984   +1 31 41.5
 EZ2405
 EZ2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2405!SPC NC       -   0.99998805  x   0.99994169  =   0.99992974
 EZ2405!UTM  17      -   0.99998805  x   1.00027984  =   1.00026789
 EZ2405
 EZ2405:                Primary Azimuth Mark                     Grid Az
 EZ2405:SPC NC       -  MILLPOND                                 136 20 10.1
 EZ2405:UTM  17      -  MILLPOND                                 135 09 22.3
 EZ2405
 EZ2405|---------------------------------------------------------------------|
 EZ2405| PID    Reference Object                     Distance      Geod. Az  |
 EZ2405|                                                           dddmmss.s |
 EZ2405| EZ2402 MILLPOND                            APPROX. 1.8 KM 1364103.8 |
 EZ2405|---------------------------------------------------------------------|
 EZ2405
 EZ2405                          SUPERSEDED SURVEY CONTROL
 EZ2405
 EZ2405  NAD 83(1986)-  35 55 33.28474(N)    078 23 47.88049(W) AD(       ) 2
 EZ2405  NAD 27      -  35 55 32.73332(N)    078 23 48.88616(W) AD(       ) 2
 EZ2405  NGVD 29 (??/??/92)  109.965  (m)          360.78   (f) ADJ UNCH    2 2
 EZ2405
 EZ2405.Superseded values are not recommended for survey control.
 EZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2405.See file dsdata.txt to determine how the superseded data were derived.
 EZ2405
 EZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3488078863(NAD 83)
 EZ2405_MARKER: DE = TRAVERSE STATION DISK
 EZ2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2405_STAMPING: BUD 1976
 EZ2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2405+STABILITY: SURFACE MOTION
 EZ2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2405+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 EZ2405
 EZ2405  HISTORY     - Date     Condition        Report By
 EZ2405  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2405  HISTORY     - 1976     GOOD             NCGS
 EZ2405  HISTORY     - 20041120 GOOD             USPSQD
 EZ2405  HISTORY     - 20070906 GOOD             GEOCAC
 EZ2405
 EZ2405                          STATION DESCRIPTION
 EZ2405
 EZ2405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2405'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2405'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA.
 EZ2405'
 EZ2405'BUD IS LOCATED APPROXIMATELY 3.4 MILES EAST OF ROLESVILLE
 EZ2405'AND 8.4 MILES NNW OF ZEBULON.  TO REACH STATION FROM
 EZ2405'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF
 EZ2405'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 2.2 MILES
 EZ2405'TO STATION ON LEFT, ON THE NORTHWEST SLOPE OF A 15 FOOT CUT,
 EZ2405'0.35 MILE SOUTHEAST OF INTERSECTION WITH SR 2301 CROSSROADS
 EZ2405'AND 0.5 MILE NORTHWEST OF BRIDGE OVER LITTLE RIVER.
 EZ2405'
 EZ2405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2405'BUD 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2405'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2405'
 EZ2405'MARK IS 36.2 FT NE OF C/L OF NC 96
 EZ2405'
 EZ2405'24.3 FT WNW OF PROPERTY IRON
 EZ2405'
 EZ2405'19.0 FT WSW OF 15 INCH RED OAK WITH ALUMINUM REF. TAG
 EZ2405'
 EZ2405'80.7 FT SSE OF 12 INCH PINE WITH ALUMINUM REF. TAG
 EZ2405'
 EZ2405'48.2 FT NW OF 10 INCH OAK WITH ALUMINUM REF. TAG
 EZ2405'
 EZ2405'125.9 FT ESE OF POWER POLE WITH ALUMINUM REF. TAG
 EZ2405
 EZ2405                          STATION RECOVERY (1976)
 EZ2405
 EZ2405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2405'3.4 MI E FROM ROLESVILLE.
 EZ2405'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2405'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 2.2 MILES TO STATION ON
 EZ2405'LEFT, ON THE NORTHWEST SLOPE OF A 15 FOOT CUT.  0.35 MILE SOUTHEAST OF
 EZ2405'INTERSECTION WITH SR 2301 CROSSROADS, AND 0.5 MILE NORTHWEST OF BRIDGE
 EZ2405'OVER LITTLE RIVER.  36.2 FT. NE OF C/L OF NC 96, 24.3 FT. WNW OF
 EZ2405'PROPERTY IRON, 19.0 FT. WSW OF 15 INCH RED OAK WITH ALUMINUM REF. TAG,
 EZ2405'80.7 FT. SSE OF 12 INCH PINE WITH ALUMINUM REF. TAG, 48.2 FT. NW OF 10
 EZ2405'INCH OAK WITH ALUMINUM REF. TAG, AND 125.9 FT. ESE OF POWER POLE WITH
 EZ2405'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE
 EZ2405'SURFACE OF THE GROUND.
 EZ2405
 EZ2405                          STATION RECOVERY (2004)
 EZ2405
 EZ2405'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2405'RECOVERED AS DESCRIBED
 EZ2405
 EZ2405                          STATION RECOVERY (2007)
 EZ2405
 EZ2405'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ2405'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1675 ***********************************************************************
 FA1675  DESIGNATION -  BUD
 FA1675  PID         -  FA1675
 FA1675  STATE/COUNTY-  NC/DAVIDSON
 FA1675  USGS QUAD   -  FAIR GROVE (1987)
 FA1675
 FA1675                         *CURRENT SURVEY CONTROL
 FA1675  ___________________________________________________________________
 FA1675* NAD 83(2001)-  35 52 01.13469(N)    080 03 17.01093(W)     ADJUSTED  
 FA1675* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 FA1675  ___________________________________________________________________
 FA1675  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 FA1675  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 FA1675  HORZ ORDER  -  SECOND
 FA1675
 FA1675.The horizontal coordinates were established by classical geodetic methods
 FA1675.and adjusted by the National Geodetic Survey in August 2005.
 FA1675
 FA1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1675
 FA1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1675
 FA1675.The geoid height was determined by GEOID03.
 FA1675
 FA1675;                    North         East     Units Scale Factor Converg.
 FA1675;SPC NC       -   235,348.157   514,352.305   MT  0.99993013   -0 36 31.5
 FA1675;SPC NC       -   772,138.08  1,687,504.19   sFT  0.99993013   -0 36 31.5
 FA1675;UTM  17      - 3,969,607.444   585,339.431   MT  0.99968974   +0 33 14.0
 FA1675
 FA1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1675!SPC NC       -   0.99996155  x   0.99993013  =   0.99989168
 FA1675!UTM  17      -   0.99996155  x   0.99968974  =   0.99965130
 FA1675
 FA1675:                Primary Azimuth Mark                     Grid Az
 FA1675:SPC NC       -  CHURCH                                   029 07 38.5
 FA1675:UTM  17      -  CHURCH                                   027 57 53.0
 FA1675
 FA1675|---------------------------------------------------------------------|
 FA1675| PID    Reference Object                     Distance      Geod. Az  |
 FA1675|                                                           dddmmss.s |
 FA1675| FA1588 CHURCH                              APPROX. 1.0 KM 0283107.0 |
 FA1675|---------------------------------------------------------------------|
 FA1675
 FA1675                          SUPERSEDED SURVEY CONTROL
 FA1675
 FA1675  NAD 83(1986)-  35 52 01.13983(N)    080 03 17.01826(W) AD(       ) 2
 FA1675  NAD 27      -  35 52 00.64393(N)    080 03 17.86715(W) AD(       ) 2
 FA1675  NGVD 29 (07/19/86)  276.1    (m)          906.     (f) VERT ANG    3  
 FA1675
 FA1675.Superseded values are not recommended for survey control.
 FA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1675.See file dsdata.txt to determine how the superseded data were derived.
 FA1675
 FA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8533969607(NAD 83)
 FA1675_MARKER: DE = TRAVERSE STATION DISK
 FA1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1675_PROJECTION: FLUSH
 FA1675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1675+STABILITY: SURFACE MOTION
 FA1675
 FA1675  HISTORY     - Date     Condition        Report By
 FA1675  HISTORY     - 1963     MONUMENTED       NCGS
 FA1675  HISTORY     - 19870901 SEE DESCRIPTION  NCGS
 FA1675
 FA1675                          STATION DESCRIPTION
 FA1675
 FA1675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA1675'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THOMASVILLE,
 FA1675'NORTH CAROLINA.  STATION IS LOCATED 1.9 MILES SE OF THOMASVILLE,
 FA1675'.3 MILES W OF COUNTY LINE ROAD (SR 2051) ALONG NC 62 ON S SIDE OF
 FA1675'ROAD, APPROXIMATELY 300 FT E FROM INTERSECTION OF SR 2061 AND
 FA1675'NC 62 AND 5 FT S OF EDGE OF PAVEMENT.
 FA1675'
 FA1675'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1675'BUD 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1675'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1675'
 FA1675'MARK IS
 FA1675'
 FA1675'14.5 FT S OF C/L OF NC 62
 FA1675'
 FA1675'165.0 FT WNW OF 3 LEAD NAILS IN PP A24
 FA1675'
 FA1675'144.9 FT WSW OF 3 LEAD NAILS IN TP 22 ACROSS NC 62
 FA1675'
 FA1675'56.8 FT E OF 3 LEAD NAILS IN ROAD SIGN
 FA1675'
 FA1675'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1675
 FA1675                          STATION RECOVERY (1987)
 FA1675
 FA1675'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1675'STATION NOT FOUND, CENTERLINE OF NC 62 NOW PLACES MARK WITHIN 2-FEET
 FA1675'OF EDGE OF PAVEMENT. THE ONLY OTHER POSSIBLE REFERENCE FOUND WAS POWER
 FA1675'POLE NO 24, BUT 3 NAILS WERE NOT FOUND IN IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EC1400 ***********************************************************************
 EC1400  DESIGNATION -  BUD
 EC1400  PID         -  EC1400
 EC1400  STATE/COUNTY-  NC/UNION
 EC1400  USGS QUAD   -  MARSHVILLE (1988)
 EC1400
 EC1400                         *CURRENT SURVEY CONTROL
 EC1400  ___________________________________________________________________
 EC1400* NAD 83(2001)-  34 55 24.43557(N)    080 18 35.33718(W)     ADJUSTED  
 EC1400* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 EC1400  ___________________________________________________________________
 EC1400  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EC1400  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 EC1400  HORZ ORDER  -  SECOND
 EC1400
 EC1400.The horizontal coordinates were established by classical geodetic methods
 EC1400.and adjusted by the National Geodetic Survey in August 2005.
 EC1400
 EC1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 EC1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EC1400
 EC1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 EC1400
 EC1400.The geoid height was determined by GEOID03.
 EC1400
 EC1400;                    North         East     Units Scale Factor Converg.
 EC1400;SPC NC       -   130,961.112   489,936.050   MT  0.99988891   -0 45 21.6
 EC1400;SPC NC       -   429,661.58  1,607,398.52   sFT  0.99988891   -0 45 21.6
 EC1400;SPC SC       -   342,914.855   672,665.892   MT  1.00003328   +0 22 57.5
 EC1400;SPC SC       - 1,125,048.74  2,206,909.09   iFT  1.00003328   +0 22 57.5
 EC1400;UTM  17      - 3,864,771.864   563,039.566   MT  0.99964898   +0 23 42.5
 EC1400
 EC1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EC1400!SPC NC       -   0.99998100  x   0.99988891  =   0.99986991
 EC1400!SPC SC       -   0.99998100  x   1.00003328  =   1.00001428
 EC1400!UTM  17      -   0.99998100  x   0.99964898  =   0.99962999
 EC1400
 EC1400|---------------------------------------------------------------------|
 EC1400| PID    Reference Object                     Distance      Geod. Az  |
 EC1400|                                                           dddmmss.s |
 EC1400| EC1399 EDDIE                               335.561 METERS 09524     |
 EC1400| EC1402 ALEXANDER                           439.150 METERS 2274608.9 |
 EC1400|---------------------------------------------------------------------|
 EC1400
 EC1400                          SUPERSEDED SURVEY CONTROL
 EC1400
 EC1400  NAD 83(1986)-  34 55 24.44954(N)    080 18 35.34445(W) AD(       ) 2
 EC1400  NAD 27      -  34 55 23.89398(N)    080 18 36.11890(W) AD(       ) 2
 EC1400  NGVD 29 (07/19/86)  151.8    (m)          498.     (f) VERT ANG    3  
 EC1400
 EC1400.Superseded values are not recommended for survey control.
 EC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EC1400.See file dsdata.txt to determine how the superseded data were derived.
 EC1400
 EC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6304064772(NAD 83)
 EC1400_MARKER: DE = TRAVERSE STATION DISK
 EC1400_SETTING: 0 = UNSPECIFIED SETTING
 EC1400_STAMPING: BUD 1975
 EC1400_MARK LOGO: NCGS  
 EC1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EC1400
 EC1400  HISTORY     - Date     Condition        Report By
 EC1400  HISTORY     - 1975     MONUMENTED       NCGS
 EC1400  HISTORY     - 19980501 MARK NOT FOUND   USPSQD
 EC1400
 EC1400                          STATION DESCRIPTION
 EC1400
 EC1400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EC1400'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EC1400'THE VICINITY OF MARSHVILLE, NORTH CAROLINA.
 EC1400'
 EC1400'BUD IS LOCATED APPROXIMATELY 5.5 MILES SE OF MARSHVILLE, 5.4
 EC1400'MILES SSW OF PEACHLAND, AND 14.1 MILES ESE OF MONROE.  TO REACH
 EC1400'STATION FROM INTERSECTION OF U.S. 74 WITH SR 1005 IN MARSHVILLE,
 EC1400'PROCEED SOUTH ALONG SR 1005 FOR 3.1 MILES TO STURDIVANTS
 EC1400'CROSSROADS, TURN LEFT AND CONTINUE EAST ALONG SR 1003 FOR 0.2 MILE
 EC1400'TO INTERSECTION WITH SR 1905 (N), TURN LEFT AND PROCEED
 EC1400'NORTH ALONG SR 1905 FOR 1.2 MILES TO Y-INTERSECTION WITH SR
 EC1400'1906, THENCE NE ALONG SR 1906 FOR 0.3 MILE TO STATION ON LEFT
 EC1400'IN WOODS.
 EC1400'
 EC1400'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EC1400'BUD 1975, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE TOP
 EC1400'OF WHICH IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 EC1400'
 EC1400'MARK IS 43.0 FT N OF C/L OF SR 1906
 EC1400'
 EC1400'11.7 FT NE OF 6 IN MAPLE WITH ALUMINUM REF. TAG
 EC1400'
 EC1400'18.5 FT NW OF 5 IN OAK WITH ALUMINUM REF. TAG
 EC1400'
 EC1400'21.5 FT WSW OF 6 IN OAK WITH ALUMINUM REF. TAG
 EC1400'
 EC1400'22.2 FT SE OF 8 IN OAK WITH ALUMINUM REF. TAG
 EC1400'
 EC1400'81.3 FT NNE OF 18 IN OAK WITH ALUMINUM REF. TAG
 EC1400
 EC1400                          STATION RECOVERY (1998)
 EC1400
 EC1400'RECOVERY NOTE BY US POWER SQUADRON 1998
 EC1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3001 ***********************************************************************
 FA3001  DESIGNATION -  BUD
 FA3001  PID         -  FA3001
 FA3001  STATE/COUNTY-  NC/CATAWBA
 FA3001  USGS QUAD   -  BANOAK (1970)
 FA3001
 FA3001                         *CURRENT SURVEY CONTROL
 FA3001  ___________________________________________________________________
 FA3001* NAD 83(2001)-  35 34 18.51138(N)    081 27 36.74718(W)     ADJUSTED  
 FA3001* NAVD 88     -       393.     (meters)    1289.     (feet)  VERTCON   
 FA3001  ___________________________________________________________________
 FA3001  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FA3001  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA3001  HORZ ORDER  -  SECOND
 FA3001
 FA3001.The horizontal coordinates were established by classical geodetic methods
 FA3001.and adjusted by the National Geodetic Survey in August 2005.
 FA3001
 FA3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3001
 FA3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3001
 FA3001.The geoid height was determined by GEOID03.
 FA3001
 FA3001;                    North         East     Units Scale Factor Converg.
 FA3001;SPC NC       -   204,857.642   386,634.692   MT  0.99988814   -1 25 11.9
 FA3001;SPC NC       -   672,103.78  1,268,483.99   sFT  0.99988814   -1 25 11.9
 FA3001;UTM  17      - 3,936,554.901   458,299.384   MT  0.99962143   -0 16 03.8
 FA3001
 FA3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3001!SPC NC       -   0.99994336  x   0.99988814  =   0.99983151
 FA3001!UTM  17      -   0.99994336  x   0.99962143  =   0.99956481
 FA3001
 FA3001:                Primary Azimuth Mark                     Grid Az
 FA3001:SPC NC       -  LIFE                                     280 33 15.2
 FA3001:UTM  17      -  LIFE                                     279 24 07.1
 FA3001
 FA3001|---------------------------------------------------------------------|
 FA3001| PID    Reference Object                     Distance      Geod. Az  |
 FA3001|                                                           dddmmss.s |
 FA3001| FA3005 LIFE                                APPROX. 0.6 KM 2790803.3 |
 FA3001|---------------------------------------------------------------------|
 FA3001
 FA3001                          SUPERSEDED SURVEY CONTROL
 FA3001
 FA3001  NAD 83(1986)-  35 34 18.51943(N)    081 27 36.74875(W) AD(       ) 2
 FA3001  NAD 27      -  35 34 18.03880(N)    081 27 37.42719(W) AD(       ) 2
 FA3001  NGVD 29 (07/19/86)  393.     (m)         1289.     (f) VERT ANG    3  
 FA3001
 FA3001.Superseded values are not recommended for survey control.
 FA3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3001.See file dsdata.txt to determine how the superseded data were derived.
 FA3001
 FA3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5829936555(NAD 83)
 FA3001_MARKER: DE = TRAVERSE STATION DISK
 FA3001_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA3001_SP_SET: PREFAB CONC. POST IN EARTH
 FA3001_STAMPING: BUD 1970
 FA3001_MARK LOGO: NCGS  
 FA3001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA3001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA3001
 FA3001  HISTORY     - Date     Condition        Report By
 FA3001  HISTORY     - 1970     MONUMENTED       NCGS
 FA3001  HISTORY     - 1970     GOOD             NCGS
 FA3001  HISTORY     - 19820326 POOR             NCGS
 FA3001
 FA3001                          STATION DESCRIPTION
 FA3001
 FA3001'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA3001'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3001'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3001'
 FA3001'BUD IS LOCATED APPROXIMATELY 2.7 MILES SOUTHWEST OF CORINTH AND
 FA3001'0.5 MILE NORTH OF LINCOLN-CATAWBA COUNTY LINE.  TO REACH
 FA3001'STATION PROCEED FROM CATAWBA AND LINCOLN COUNTY LINE ON NC
 FA3001'10, GO NORTHEAST ON NC 10 FOR 0.65 MILE TO T INTERSECTION OF
 FA3001'NC 10 AND SR 2047, CONTINUE NORTHEAST ON NC 10 FOR 0.45 MILE TO
 FA3001'GRAVEL ROAD ON RIGHT, TAKE GRAVEL ROAD AND GO 0.1 MILE TO
 FA3001'STATION ON RIGHT, NEAR SOUTHEAST CORNER OF TREE LINE.
 FA3001'
 FA3001'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3001'BUD 1970, SET IN A PRECAST MONUMENT, WHICH IS 5 INCHES ABOVE
 FA3001'THE SURFACE OF THE GROUND.
 FA3001'
 FA3001'MARK IS
 FA3001'
 FA3001'74.6 FT S OF CENTER OF GRAVEL ROAD
 FA3001'
 FA3001'53.6 FT SSW OF ALUMINUM REF. TAG ON 10 INCH OAK TREE
 FA3001'
 FA3001'28.2 FT WNW OF A POINT 2 FEET UP ON AN 8 INCH OAK TREE
 FA3001'
 FA3001'21.2 FT N OF A POINT 3 FEET UP ON AN 12 INCH OAK TREE
 FA3001'
 FA3001'23.1 FT ENE OF A POINT 2 FEET UP ON AN 14 INCH OAK TREE
 FA3001'
 FA3001'51.7 FT SSE OF ALUMINUM REF. TAG ON TWIN OAK TREE
 FA3001
 FA3001                          STATION RECOVERY (1970)
 FA3001
 FA3001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970
 FA3001'RECOVERED IN GOOD CONDITION.
 FA3001
 FA3001                          STATION RECOVERY (1982)
 FA3001
 FA3001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FA3001'MARK HAS BEEN HIT BY MACHINERY AND IS LEANING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1825 ***********************************************************************
 EA1825  DESIGNATION -  BUD
 EA1825  PID         -  EA1825
 EA1825  STATE/COUNTY-  NC/CARTERET
 EA1825  USGS QUAD   -  BEAUFORT (1987)
 EA1825
 EA1825                         *CURRENT SURVEY CONTROL
 EA1825  ___________________________________________________________________
 EA1825* NAD 83(2001)-  34 43 26.85540(N)    076 44 51.74961(W)     ADJUSTED  
 EA1825* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 EA1825  ___________________________________________________________________
 EA1825  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EA1825  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1825  HORZ ORDER  -  SECOND
 EA1825
 EA1825.The horizontal coordinates were established by classical geodetic methods
 EA1825.and adjusted by the National Geodetic Survey in August 2005.
 EA1825
 EA1825.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1825
 EA1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1825
 EA1825.The geoid height was determined by GEOID03.
 EA1825
 EA1825;                    North         East     Units Scale Factor Converg.
 EA1825;SPC NC       -   110,400.901   815,861.201   MT  0.99991471   +1 17 59.8
 EA1825;SPC NC       -   362,206.96  2,676,704.62   sFT  0.99991471   +1 17 59.8
 EA1825;UTM  18      - 3,843,840.933   339,976.543   MT  0.99991563   -0 59 44.7
 EA1825
 EA1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1825!SPC NC       -   1.00000500  x   0.99991471  =   0.99991971
 EA1825!UTM  18      -   1.00000500  x   0.99991563  =   0.99992063
 EA1825
 EA1825:                Primary Azimuth Mark                     Grid Az
 EA1825:SPC NC       -  SPUR                                     273 57 09.2
 EA1825:UTM  18      -  SPUR                                     276 14 53.7
 EA1825
 EA1825|---------------------------------------------------------------------|
 EA1825| PID    Reference Object                     Distance      Geod. Az  |
 EA1825|                                                           dddmmss.s |
 EA1825| EA1982 SPUR                                APPROX. 1.1 KM 2751509.0 |
 EA1825|---------------------------------------------------------------------|
 EA1825
 EA1825                          SUPERSEDED SURVEY CONTROL
 EA1825
 EA1825  NAD 83(1986)-  34 43 26.86753(N)    076 44 51.75602(W) AD(       ) 2
 EA1825  NAD 27      -  34 43 26.28636(N)    076 44 52.99515(W) AD(       ) 2
 EA1825  NGVD 29 (07/19/86)    5.9    (m)           19.     (f) VERT ANG    3  
 EA1825
 EA1825.Superseded values are not recommended for survey control.
 EA1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1825.See file dsdata.txt to determine how the superseded data were derived.
 EA1825
 EA1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3997743841(NAD 83)
 EA1825_MARKER: DE = TRAVERSE STATION DISK
 EA1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1825_STAMPING: BUD 1968
 EA1825_MARK LOGO: NCGS  
 EA1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1825+STABILITY: SURFACE MOTION
 EA1825
 EA1825  HISTORY     - Date     Condition        Report By
 EA1825  HISTORY     - 1968     MONUMENTED       NCGS
 EA1825  HISTORY     - 1980     MARK NOT FOUND   NCDOT
 EA1825  HISTORY     - 1985     GOOD             USPSQD
 EA1825  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 EA1825  HISTORY     - 20030202 MARK NOT FOUND   USPSQD
 EA1825
 EA1825                          STATION DESCRIPTION
 EA1825
 EA1825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA1825'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1825'THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA1825'
 EA1825'BUD IS LOCATED APPROXIMATELY 1.8 MILES WEST OF THE CENTER OF
 EA1825'MOREHEAD CITY.  TO REACH STATION PROCEED FROM THE
 EA1825'INTERSECTION OF ATLANTIC BEACH HIGHWAY WITH U.S. 70
 EA1825'(ARENDELL ST.) IN MOREHEAD CITY, GO WEST ON U.S. 70 FOR 0.75
 EA1825'MILE TO STATION.  WHICH IS ON THE SOUTH SIDE OF WEST BOUND LANE
 EA1825'BETWEEN STREET AND RAILROAD TRACKS, IN SOUTHWEST QUADRANT OF
 EA1825'INTERSECTION OF 32ND ST. AND WEST BOUND LANE, AND IN OPPOSITE
 EA1825'QUADRANT FROM TEXACO SERVICE STATION.
 EA1825'
 EA1825'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1825'BUD 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1825'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1825'
 EA1825'MARK IS
 EA1825'
 EA1825'22.5 FT WNW OF C/L OF INTERSECTION OF 32ND ST. WITH N RAIL
 EA1825'
 EA1825'8.7 FT N OF N RAIL OF RR TRACKS
 EA1825'
 EA1825'26.2 FT NNE OF 4X4 POST WITH ONE WAY SIGN ON N SIDE OF E
 EA1825'BOUND LANE, AND WITH ALUMINUM REF. TAG
 EA1825'
 EA1825'41.0 FT NE OF TP WITH ALUMINUM REF. TAG ON N SIDE OF E BOUND LANE
 EA1825'
 EA1825'40.5 FT S OF CONCRETE POST WITH ARENDELL - 32ND ST. SIGN
 EA1825
 EA1825                          STATION RECOVERY (1980)
 EA1825
 EA1825'RECOVERY NOTE BY 
NC DOT 1980 (RAS)
 EA1825'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS
 EA1825'INADEQUATE FOR LOCATING THE MONUMENT.  ONE HOURS SEARCH WAS MADE.
 EA1825
 EA1825                          STATION RECOVERY (1985)
 EA1825
 EA1825'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1825'RECOVERED IN GOOD CONDITION.
 EA1825
 EA1825                          STATION RECOVERY (1996)
 EA1825
 EA1825'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1825'MARK NOT FOUND.
 EA1825
 EA1825                          STATION RECOVERY (2003)
 EA1825
 EA1825'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3332 ***********************************************************************
 FY3332  DESIGNATION -  BUD
 FY3332  PID         -  FY3332
 FY3332  STATE/COUNTY-  NC/ALAMANCE
 FY3332  USGS QUAD   -  BURLINGTON (1981)
 FY3332
 FY3332                         *CURRENT SURVEY CONTROL
 FY3332  ___________________________________________________________________
 FY3332* NAD 83(2001)-  36 03 39.92878(N)    079 24 19.51753(W)     ADJUSTED  
 FY3332* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 FY3332  ___________________________________________________________________
 FY3332  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 FY3332  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3332  HORZ ORDER  -  SECOND
 FY3332
 FY3332.The horizontal coordinates were established by classical geodetic methods
 FY3332.and adjusted by the National Geodetic Survey in August 2005.
 FY3332
 FY3332.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3332
 FY3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3332
 FY3332.The geoid height was determined by GEOID03.
 FY3332
 FY3332;                    North         East     Units Scale Factor Converg.
 FY3332;SPC NC       -   256,453.727   573,076.249   MT  0.99997225   -0 14 02.4
 FY3332;SPC NC       -   841,381.94  1,880,167.66   sFT  0.99997225   -0 14 02.4
 FY3332;UTM  17      - 3,991,900.930   643,610.383   MT  0.99985412   +0 56 19.7
 FY3332
 FY3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3332!SPC NC       -   0.99997499  x   0.99997225  =   0.99994724
 FY3332!UTM  17      -   0.99997499  x   0.99985412  =   0.99982911
 FY3332
 FY3332:                Primary Azimuth Mark                     Grid Az
 FY3332:SPC NC       -  HOSE                                     277 01 19.6
 FY3332:UTM  17      -  HOSE                                     275 50 57.5
 FY3332
 FY3332|---------------------------------------------------------------------|
 FY3332| PID    Reference Object                     Distance      Geod. Az  |
 FY3332|                                                           dddmmss.s |
 FY3332| FY3353 HOSE                                APPROX. 1.5 KM 2764717.2 |
 FY3332|---------------------------------------------------------------------|
 FY3332
 FY3332                          SUPERSEDED SURVEY CONTROL
 FY3332
 FY3332  NAD 83(1993)-  36 03 39.93122(N)    079 24 19.52756(W) AD(       ) 2
 FY3332  NAD 83(1986)-  36 03 39.92835(N)    079 24 19.52586(W) AD(       ) 2
 FY3332  NAD 27      -  36 03 39.43965(N)    079 24 20.45372(W) AD(       ) 2
 FY3332  NGVD 29 (07/19/86)  189.8    (m)          623.     (f) VERT ANG    3  
 FY3332
 FY3332.Superseded values are not recommended for survey control.
 FY3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3332.See file dsdata.txt to determine how the superseded data were derived.
 FY3332
 FY3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4361091901(NAD 83)
 FY3332_MARKER: DE = TRAVERSE STATION DISK
 FY3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3332_STAMPING: BUD 1964
 FY3332_MARK LOGO: NCGS  
 FY3332_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3332+STABILITY: SURFACE MOTION
 FY3332
 FY3332  HISTORY     - Date     Condition        Report By
 FY3332  HISTORY     - 1964     MONUMENTED       NCGS
 FY3332  HISTORY     - 20020708 SEE DESCRIPTION  NCGS
 FY3332  HISTORY     - 20041029 MARK NOT FOUND   USPSQD
 FY3332
 FY3332                          STATION DESCRIPTION
 FY3332
 FY3332'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FY3332'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3332'THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3332'
 FY3332'BUD IS 3.0 MILES SE OF BURLINGTON AND 0.7 MILES SSW OF
 FY3332'GRAHAM.  LOCATED 1.5 MILES E OF NC 49 ALONG I-85 ON N SIDE OF S
 FY3332'BOUND LANE ON A 15 FT EMBANKMENT.  AND 0.3 MILES W OF NC 87.
 FY3332'
 FY3332'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3332'BUD 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY3332'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3332'
 FY3332'MARK IS
 FY3332'
 FY3332'114.0 FT N OF C/L OF S BOUND LANE OF I-85
 FY3332'
 FY3332'9.9 FT FROM 3 LEAD NAILS IN PP
 FY3332'
 FY3332'31.5 FT E FROM GAS LINE VENT ON N SIDE OF I-85
 FY3332'
 FY3332'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3332
 FY3332                          STATION RECOVERY (2002)
 FY3332
 FY3332'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY3332'NOT FOUND, MAY STILL EXIST UNDER ABOUT FIVE FEET OF FILL FOR MAPLE ST.
 FY3332'BRIDGE APPROACH. RTK GPS POSITION FALLS ABOUT 3-FEET SOUTHEAST OF
 FY3332'CURB/GUARD RAIL FOR MAPLE STREET (NOT MENTIONED IN ORIGINAL
 FY3332'DESCRIPTION).
 FY3332
 FY3332                          STATION RECOVERY (2004)
 FY3332
 FY3332'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3332'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY3332'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3496 ***********************************************************************
 FY3496  DESIGNATION -  BUD
 FY3496  PID         -  FY3496
 FY3496  STATE/COUNTY-  NC/GUILFORD
 FY3496  USGS QUAD   -  MC LEANSVILLE (1968)
 FY3496
 FY3496                         *CURRENT SURVEY CONTROL
 FY3496  ___________________________________________________________________
 FY3496* NAD 83(2001)-  36 03 28.06980(N)    079 38 08.30878(W)     ADJUSTED  
 FY3496* NAVD 88     -       190.9    (meters)     626.     (feet)  VERTCON   
 FY3496  ___________________________________________________________________
 FY3496  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 FY3496  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FY3496  HORZ ORDER  -  SECOND
 FY3496
 FY3496.The horizontal coordinates were established by classical geodetic methods
 FY3496.and adjusted by the National Geodetic Survey in August 2005.
 FY3496
 FY3496.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3496
 FY3496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3496
 FY3496.The geoid height was determined by GEOID03.
 FY3496
 FY3496;                    North         East     Units Scale Factor Converg.
 FY3496;SPC NC       -   256,196.981   552,333.330   MT  0.99997143   -0 22 00.7
 FY3496;SPC NC       -   840,539.60  1,812,113.60   sFT  0.99997143   -0 22 00.7
 FY3496;UTM  17      - 3,991,220.280   622,880.213   MT  0.99978605   +0 48 11.4
 FY3496
 FY3496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3496!SPC NC       -   0.99997480  x   0.99997143  =   0.99994624
 FY3496!UTM  17      -   0.99997480  x   0.99978605  =   0.99976086
 FY3496
 FY3496:                Primary Azimuth Mark                     Grid Az
 FY3496:SPC NC       -  DAIRY                                    083 40 47.9
 FY3496:UTM  17      -  DAIRY                                    082 30 35.8
 FY3496
 FY3496|---------------------------------------------------------------------|
 FY3496| PID    Reference Object                     Distance      Geod. Az  |
 FY3496|                                                           dddmmss.s |
 FY3496| FY3476 DAIRY                               APPROX. 2.5 KM 0831847.2 |
 FY3496|---------------------------------------------------------------------|
 FY3496
 FY3496                          SUPERSEDED SURVEY CONTROL
 FY3496
 FY3496  NAD 83(1993)-  36 03 28.07493(N)    079 38 08.31434(W) AD(       ) 2
 FY3496  NAD 83(1986)-  36 03 28.07508(N)    079 38 08.31465(W) AD(       ) 2
 FY3496  NAD 27      -  36 03 27.58913(N)    079 38 09.22152(W) AD(       ) 2
 FY3496  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG    3  
 FY3496
 FY3496.Superseded values are not recommended for survey control.
 FY3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3496.See file dsdata.txt to determine how the superseded data were derived.
 FY3496
 FY3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2288091220(NAD 83)
 FY3496_MARKER: DE = TRAVERSE STATION DISK
 FY3496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3496_STAMPING: BUD 1963
 FY3496_MARK LOGO: NCGS  
 FY3496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3496+STABILITY: SURFACE MOTION
 FY3496
 FY3496  HISTORY     - Date     Condition        Report By
 FY3496  HISTORY     - 1963     MONUMENTED       NCGS
 FY3496  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY3496
 FY3496                          STATION DESCRIPTION
 FY3496
 FY3496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3496'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3496'NORTH CAROLINA.  STATION IS 8.8 MILES ESE OF GREENSBORO,
 FY3496'LOCATED 1.4 MILES E ALONG I 85 FROM MT. HOPE CHURCH RD. BRIDGE
 FY3496'OVER I 85.  1.3 MILES W OF ROCK CREEK DAIRY RD. BRIDGE OVER
 FY3496'I 85.  AT HIGHWAY STATION NO. 356 AND IN THE MEDIAN OF I 85.
 FY3496'
 FY3496'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3496'BUD 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3496'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3496'
 FY3496'MARK IS
 FY3496'
 FY3496'21.0 FT N OF C/L OF N BOUND LANE OF I 85
 FY3496'
 FY3496'44.5 FT S OF C/L OF S BOUND LANE OF I 85
 FY3496'
 FY3496'110.9 FT E OF E EDGE OF CONCRETE CULVERT SLAB
 FY3496'
 FY3496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3496
 FY3496                          STATION RECOVERY (1987)
 FY3496
 FY3496'RECOVERY NOTE BY US POWER SQUADRON 1987 (DRB)
 FY3496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2967 ***********************************************************************
 FY2967  DESIGNATION -  BUD
 FY2967  PID         -  FY2967
 FY2967  STATE/COUNTY-  NC/GRANVILLE
 FY2967  USGS QUAD   -  TRIPLE SPRINGS (1980)
 FY2967
 FY2967                         *CURRENT SURVEY CONTROL
 FY2967  ___________________________________________________________________
 FY2967* NAD 83(2001)-  36 23 37.01490(N)    078 47 50.03268(W)     ADJUSTED  
 FY2967* NAVD 88     -       191.8    (meters)     629.     (feet)  VERTCON   
 FY2967  ___________________________________________________________________
 FY2967  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FY2967  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 FY2967  HORZ ORDER  -  SECOND
 FY2967
 FY2967.The horizontal coordinates were established by classical geodetic methods
 FY2967.and adjusted by the National Geodetic Survey in August 2005.
 FY2967
 FY2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2967
 FY2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2967
 FY2967.The geoid height was determined by GEOID03.
 FY2967
 FY2967;                    North         East     Units Scale Factor Converg.
 FY2967;SPC NC       -   293,296.346   627,793.594   MT  1.00007125   +0 07 01.3
 FY2967;SPC NC       -   962,256.43  2,059,686.15   sFT  1.00007125   +0 07 01.3
 FY2967;UTM  17      - 4,029,861.404   697,553.582   MT  1.00008087   +1 18 26.6
 FY2967
 FY2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2967!SPC NC       -   0.99997478  x   1.00007125  =   1.00004603
 FY2967!UTM  17      -   0.99997478  x   1.00008087  =   1.00005565
 FY2967
 FY2967:                Primary Azimuth Mark                     Grid Az
 FY2967:SPC NC       -  DENISE                                   282 53 58.0
 FY2967:UTM  17      -  DENISE                                   281 42 32.7
 FY2967
 FY2967|---------------------------------------------------------------------|
 FY2967| PID    Reference Object                     Distance      Geod. Az  |
 FY2967|                                                           dddmmss.s |
 FY2967| FY2973 DENISE                              APPROX. 4.8 KM 2830059.3 |
 FY2967|---------------------------------------------------------------------|
 FY2967
 FY2967                          SUPERSEDED SURVEY CONTROL
 FY2967
 FY2967  NAD 83(1993)-  36 23 37.02284(N)    078 47 50.03106(W) AD(       ) 2
 FY2967  NAD 83(1986)-  36 23 37.02056(N)    078 47 50.03572(W) AD(       ) 2
 FY2967  NAD 27      -  36 23 36.51362(N)    078 47 51.01341(W) AD(       ) 2
 FY2967  NGVD 29 (07/19/86)  192.1    (m)          630.     (f) VERT ANG    3  
 FY2967
 FY2967.Superseded values are not recommended for survey control.
 FY2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2967.See file dsdata.txt to determine how the superseded data were derived.
 FY2967
 FY2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9755429861(NAD 83)
 FY2967_MARKER: DD = SURVEY DISK
 FY2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2967_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2967+STABILITY: SURFACE MOTION
 FY2967
 FY2967  HISTORY     - Date     Condition        Report By
 FY2967  HISTORY     - 1977     MONUMENTED       NCGS
 FY2967  HISTORY     - 20070702 GOOD             GEOCAC
 FY2967
 FY2967                          STATION DESCRIPTION
 FY2967
 FY2967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY2967'THE STATION IS LOCATED APPROXIMATELY 5.9 MILES NORTHWEST OF BEREA AND
 FY2967'10.3 MILES EAST OF ROXBORO (PERSON COUNTY).
 FY2967'
 FY2967'TO REACH THE STATION FROM THE INTERSECTION OF SR 1565 WITH SR 1536 AT
 FY2967'DENNYS STORE, PROCEED NORTH AND EASTERLY AONG SR 1565 FOR 1.4 MILES TO
 FY2967'THE PERSON-GRANVILLE COUNTY LINE, THENCE CONTINUE EASTWARD FOR 100
 FY2967'YARDS ALONG SR 1315 TO STATION ON THE LEFT, IN THE NORTHEAST QUADRANT
 FY2967'OF THE INTERSECTION WITH SR 1313, AND AT TWO TRANSMISSION LINE POLES.
 FY2967'
 FY2967'STATION MARK IS A STANDARD DISK STAMPED---BUD 1977---SET IN THE TOP OF
 FY2967'A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE.  THE
 FY2967'MARK IS 128.0 FEET NORTH OF CENTERLINE OF SR 1315, 199.0 FEET EAST OF
 FY2967'CENTERLINE OF SR 1313, 2.8 FEET SOUTH-SOUTHEAST OF POWER POLE WITH
 FY2967'REFERENCE TAG AND 15.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH
 FY2967'REFERENCE TAG.
 FY2967
 FY2967                          STATION RECOVERY (2007)
 FY2967
 FY2967'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FY2967'RECOVED AS DESCRIBED, 2.8 FEET SSE OF POWER POLE NO. 189.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6404 ***********************************************************************
 EZ6404  DESIGNATION -  BUD
 EZ6404  PID         -  EZ6404
 EZ6404  STATE/COUNTY-  NC/CHATHAM
 EZ6404  USGS QUAD   -  SILK HOPE (1974)
 EZ6404
 EZ6404                         *CURRENT SURVEY CONTROL
 EZ6404  ___________________________________________________________________
 EZ6404* NAD 83(2001)-  35 49 11.49770(N)    079 15 14.61217(W)     ADJUSTED  
 EZ6404* NAVD 88     -       143.4    (meters)     470.     (feet)  VERTCON   
 EZ6404  ___________________________________________________________________
 EZ6404  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 EZ6404  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 EZ6404  HORZ ORDER  -  SECOND
 EZ6404
 EZ6404.The horizontal coordinates were established by classical geodetic methods
 EZ6404.and adjusted by the National Geodetic Survey in August 2005.
 EZ6404
 EZ6404.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6404
 EZ6404.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6404
 EZ6404.The geoid height was determined by GEOID03.
 EZ6404
 EZ6404;                    North         East     Units Scale Factor Converg.
 EZ6404;SPC NC       -   229,643.511   586,644.171   MT  0.99992164   -0 08 47.9
 EZ6404;SPC NC       -   753,422.09  1,924,681.75   sFT  0.99992164   -0 08 47.9
 EZ6404;UTM  17      - 3,965,375.283   657,722.362   MT  0.99990654   +1 01 19.2
 EZ6404
 EZ6404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6404!SPC NC       -   0.99998232  x   0.99992164  =   0.99990396
 EZ6404!UTM  17      -   0.99998232  x   0.99990654  =   0.99988886
 EZ6404
 EZ6404                          SUPERSEDED SURVEY CONTROL
 EZ6404
 EZ6404  NAD 83(1986)-  35 49 11.49572(N)    079 15 14.62557(W) AD(       ) 2
 EZ6404  NGVD 29 (06/12/91)  143.6    (m)          471.     (f) VERT ANG    3  
 EZ6404
 EZ6404.Superseded values are not recommended for survey control.
 EZ6404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6404.See file dsdata.txt to determine how the superseded data were derived.
 EZ6404
 EZ6404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5772265375(NAD 83)
 EZ6404_MARKER: DE = TRAVERSE STATION DISK
 EZ6404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6404+STABILITY: SURFACE MOTION
 EZ6404
 EZ6404  HISTORY     - Date     Condition        Report By
 EZ6404  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6404
 EZ6404                          STATION DESCRIPTION
 EZ6404
 EZ6404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6404'STATION IS LOCATED APPROXIMAELY 7.0 MILES NORTHWEST OF BYNUM AND
 EZ6404'8.1 MILES NORTHWEST OF PITTSBORO.
 EZ6404'
 EZ6404'ALONG NC 87, 1.85 MILES SOUTHEAST OF THE ALAMANCE-CHATHAM COUNTY
 EZ6404'LINE, OR 8.0 MILES NORTHWEST OF THE INTERSECTION WITH US 64 AND
 EZ6404'NC 902, ON A 3 FOOT BANK IN AREA CLEARED FOR A POWER LINE, AND
 EZ6404'0.40 MILE NORTHWEST OF SR 1546 CROSSROADS.
 EZ6404'
 EZ6404'STATION MARK IS A STANDARD DISK STAMPED---BUD 1982---SET IN TOP OF
 EZ6404'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 EZ6404'64.0 FEET EAST OF CENTERLINE OF HIGHWAY, 69.8 FEET
 EZ6404'SOUTH-SOUTHEAST OF POWER POLE (3356), 12.5 FEET NORTH-NORTHWEST
 EZ6404'OF 6 INCH OAK WITH REFERENCE TAG, 18.7 FEET WEST OF 12 INCH PINE
 EZ6404'WITH REFERENCE TAG AND 10.2 SOUTHWEST OF 10 INCH PINE WITH
 EZ6404'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2651 ***********************************************************************
 FZ2651  DESIGNATION -  BUD
 FZ2651  PID         -  FZ2651
 FZ2651  STATE/COUNTY-  NC/YADKIN
 FZ2651  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ2651
 FZ2651                         *CURRENT SURVEY CONTROL
 FZ2651  ___________________________________________________________________
 FZ2651* NAD 83(2001)-  36 07 09.19604(N)    080 47 30.34887(W)     ADJUSTED  
 FZ2651* NAVD 88     -       336.3    (meters)    1103.     (feet)  VERTCON   
 FZ2651  ___________________________________________________________________
 FZ2651  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FZ2651  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 FZ2651  HORZ ORDER  -  SECOND
 FZ2651
 FZ2651.The horizontal coordinates were established by classical geodetic methods
 FZ2651.and adjusted by the National Geodetic Survey in August 2005.
 FZ2651
 FZ2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2651
 FZ2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2651
 FZ2651.The geoid height was determined by GEOID03.
 FZ2651
 FZ2651;                    North         East     Units Scale Factor Converg.
 FZ2651;SPC NC       -   264,284.832   448,303.558   MT  0.99998710   -1 02 02.9
 FZ2651;SPC NC       -   867,074.49  1,470,809.26   sFT  0.99998710   -1 02 02.9
 FZ2651;UTM  17      - 3,997,192.024   518,739.577   MT  0.99960433   +0 07 21.9
 FZ2651
 FZ2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2651!SPC NC       -   0.99995245  x   0.99998710  =   0.99993955
 FZ2651!UTM  17      -   0.99995245  x   0.99960433  =   0.99955680
 FZ2651
 FZ2651                          SUPERSEDED SURVEY CONTROL
 FZ2651
 FZ2651  NAD 83(1993)-  36 07 09.20177(N)    080 47 30.35774(W) AD(       ) 2
 FZ2651  NAD 83(1986)-  36 07 09.20478(N)    080 47 30.35562(W) AD(       ) 2
 FZ2651  NGVD 29 (06/26/91)  336.5    (m)         1104.     (f) VERT ANG    3  
 FZ2651
 FZ2651.Superseded values are not recommended for survey control.
 FZ2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2651.See file dsdata.txt to determine how the superseded data were derived.
 FZ2651
 FZ2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1874097192(NAD 83)
 FZ2651_MARKER: DE = TRAVERSE STATION DISK
 FZ2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2651+STABILITY: SURFACE MOTION
 FZ2651
 FZ2651  HISTORY     - Date     Condition        Report By
 FZ2651  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2651
 FZ2651                          STATION DESCRIPTION
 FZ2651
 FZ2651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2651'THE STATION IS LOCATED ABOUT 1.7 MI EAST-SOUTHEAST OF MARLER
 FZ2651'COMMUNITY AND 7.3 MI WEST OF YADKINVILLE.
 FZ2651'
 FZ2651'TO REACH THE STATION FROM THE US 421 UNDERPASS OF I 77 WEST OF
 FZ2651'YADKINVILLE, PROCEED EAST ALONG US 421 FOR 1.15 MI TO THE SR 1125
 FZ2651'CROSSROAD, THENCE NORTHEAST ALONG SR 1125 FOR 0.2 MI TO STATION
 FZ2651'RIGHT AT POWER POLE.
 FZ2651'
 FZ2651'THE STATION IS A STANDARD NCGS DISK
 FZ2651'STAMPED---BUD 1980---,
 FZ2651'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2651'10 INCHES IN DIAMETER FLUSH WITH GROUND SURFACE.  LOCATED
 FZ2651'23.9 FEET SOUTHEAST OF THE CENTERLINE OF SR 1125,
 FZ2651'23.8 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE,
 FZ2651'4.6 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG,
 FZ2651'56.6 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF 1-1/2 STORY FRAME
 FZ2651'HOUSE,
 FZ2651'37.7 FEET WEST OF A 6 INCH ELM, AND
 FZ2651'77.5 FEET WEST-NORTHWEST OF A CONCRETE WELL LINER.
 FZ2651'
 FZ2651'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8368 ***********************************************************************
 AE8368  DESIGNATION -  BUD
 AE8368  PID         -  AE8368
 AE8368  STATE/COUNTY-  NC/MONTGOMERY
 AE8368  USGS QUAD   -  TROY (1994)
 AE8368
 AE8368                         *CURRENT SURVEY CONTROL
 AE8368  ___________________________________________________________________
 AE8368* NAD 83(2001)-  35 17 32.38808(N)    079 58 03.59452(W)     ADJUSTED  
 AE8368* NAVD 88     -       166.1    (meters)     545.     (feet)  VERTCON   
 AE8368  ___________________________________________________________________
 AE8368  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AE8368  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AE8368  HORZ ORDER  -  SECOND
 AE8368
 AE8368.The horizontal coordinates were established by classical geodetic methods
 AE8368.and adjusted by the National Geodetic Survey in August 2005.
 AE8368
 AE8368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8368
 AE8368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8368
 AE8368.The geoid height was determined by GEOID03.
 AE8368
 AE8368;                    North         East     Units Scale Factor Converg.
 AE8368;SPC NC       -   171,519.586   521,592.742   MT  0.99987284   -0 33 30.6
 AE8368;SPC NC       -   562,727.18  1,711,258.85   sFT  0.99987284   -0 33 30.6
 AE8368;UTM  17      - 3,905,950.732   593,867.713   MT  0.99970859   +0 35 47.3
 AE8368
 AE8368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8368!SPC NC       -   0.99997871  x   0.99987284  =   0.99985156
 AE8368!UTM  17      -   0.99997871  x   0.99970859  =   0.99968731
 AE8368
 AE8368                          SUPERSEDED SURVEY CONTROL
 AE8368
 AE8368  NAD 83(1986)-  35 17 32.39861(N)    079 58 03.60510(W) AD(       ) 2
 AE8368  NGVD 29 (04/08/98)  166.4    (m)          546.     (f) VERT ANG    3  
 AE8368
 AE8368.Superseded values are not recommended for survey control.
 AE8368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8368.See file dsdata.txt to determine how the superseded data were derived.
 AE8368
 AE8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9386805951(NAD 83)
 AE8368_MARKER: DE = TRAVERSE STATION DISK
 AE8368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8368_STAMPING: BUD 1983
 AE8368_MARK LOGO: NCGS  
 AE8368_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8368+STABILITY: SURFACE MOTION
 AE8368
 AE8368  HISTORY     - Date     Condition        Report By
 AE8368  HISTORY     - 1983     MONUMENTED       NCGS
 AE8368
 AE8368                          STATION DESCRIPTION
 AE8368
 AE8368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8368'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH OF WADEVILLE ABOUT
 AE8368'10.0 KM (6.20 MI) SOUTHWEST OF TROY.$ALONG NC 109 FOR 4.05 KM (2.50
 AE8368'MI) SOUTHWEST FROM NC 24-27, IN THE WEST SHOULDER AT A DRIVE LEADING
 AE8368'TO THE HOME OF BUD SCARBORO, OR 0.1 KM (0.05 MI) SOUTH OF SR
 AE8368'1136.$MARK IS RECESSED 3 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY.
 AE8368'LOCATED 6.6 M (21.7 FT) NORTHWEST OF THE CENTERLINE OF NC 109, 5.6 M
 AE8368'(18.4 FT) NORTHEAST OF THE CENTERLINE OF DRIVE, 22.2 M (72.8 FT)
 AE8368'NORTHEAST OF METAL LIGHT POST, 29.2 M (95.8 FT) SOUTHWEST OF FIRE
 AE8368'HYDRANT--AND 28.1 M (92.2 FT) SOUTH-SOUTHWEST OF 12-INCH CEDAR, 39.4 M
 AE8368'(129.3 FT) SOUTH-SOUTHEAST OF POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8048 ***********************************************************************
 AF8048  DESIGNATION -  BUD
 AF8048  PID         -  AF8048
 AF8048  STATE/COUNTY-  NC/NASH
 AF8048  USGS QUAD   -  SPRING HOPE (1981)
 AF8048
 AF8048                         *CURRENT SURVEY CONTROL
 AF8048  ___________________________________________________________________
 AF8048* NAD 83(2001)-  35 55 02.98739(N)    078 05 20.78340(W)     ADJUSTED  
 AF8048* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 AF8048  ___________________________________________________________________
 AF8048  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AF8048  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AF8048  HORZ ORDER  -  SECOND
 AF8048
 AF8048.The horizontal coordinates were established by classical geodetic methods
 AF8048.and adjusted by the National Geodetic Survey in August 2005.
 AF8048
 AF8048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8048
 AF8048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8048
 AF8048.The geoid height was determined by GEOID03.
 AF8048
 AF8048;                    North         East     Units Scale Factor Converg.
 AF8048;SPC NC       -   240,823.913   691,810.109   MT  0.99993998   +0 31 32.7
 AF8048;SPC NC       -   790,103.12  2,269,713.67   sFT  0.99993998   +0 31 32.7
 AF8048;UTM  17      - 3,978,713.674   762,660.424   MT  1.00045019   +1 42 30.8
 AF8048
 AF8048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8048!SPC NC       -   0.99999303  x   0.99993998  =   0.99993301
 AF8048!UTM  17      -   0.99999303  x   1.00045019  =   1.00044322
 AF8048
 AF8048                          SUPERSEDED SURVEY CONTROL
 AF8048
 AF8048  NAD 83(1986)-  35 55 02.99293(N)    078 05 20.79404(W) AD(       ) 2
 AF8048  NGVD 29 (06/05/98)   79.0    (m)          259.     (f) VERT ANG    3  
 AF8048
 AF8048.Superseded values are not recommended for survey control.
 AF8048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8048.See file dsdata.txt to determine how the superseded data were derived.
 AF8048
 AF8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6266078714(NAD 83)
 AF8048_MARKER: DE = TRAVERSE STATION DISK
 AF8048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8048_STAMPING: BUD 1983
 AF8048_MARK LOGO: NCGS  
 AF8048_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8048+STABILITY: SURFACE MOTION
 AF8048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8048+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 AF8048
 AF8048  HISTORY     - Date     Condition        Report By
 AF8048  HISTORY     - 1983     MONUMENTED       NCGS
 AF8048  HISTORY     - 20050101 GOOD             USPSQD
 AF8048
 AF8048                          STATION DESCRIPTION
 AF8048
 AF8048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8048'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF SPRING HOPE AND
 AF8048'6.0 KM (3.70 MI) NORTH OF FLOODS CHAPEL CROSSROAD. ALONG NC 581 FOR
 AF8048'1.8 KM (1.10 MI) SOUTHEAST FROM THE US 64 UNDERPASS (SOUTHEAST OF
 AF8048'SPRING HOPE), IN THE LEFT SHOULDER, OR 0.5 KM (0.30 MI) SOUTH OF SR
 AF8048'1916 (CUTOFF ROAD). MARK IS RECESSED 4 INCHES BELOW GROUND AND IS
 AF8048'LEVEL WITH THE HIGHWAY. LOCATED 4.4 M (14.4 FT) EAST OF THE CENTERLINE
 AF8048'OF THE HIGHWAY, 1.4 M (4.6 FT) WEST OF A WITNESS POST--AND 29.1 M
 AF8048'(95.5 FT) SOUTH OF A POWER POLE, 39.6 M (129.9 FT) NORTHEAST OF A
 AF8048'6-INCH PINE--BOTH WITH REFERENCE TAGS.
 AF8048
 AF8048                          STATION RECOVERY (2005)
 AF8048
 AF8048'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 AF8048'THE PINE TREE AND THE WITNESS POST ARE GONE. POWER POLE WITH REFERENCE
 AF8048'TAG IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5085 ***********************************************************************
 AH5085  DESIGNATION -  BUD
 AH5085  PID         -  AH5085
 AH5085  STATE/COUNTY-  NC/SAMPSON
 AH5085  USGS QUAD   -  TIMOTHY (1986)
 AH5085
 AH5085                         *CURRENT SURVEY CONTROL
 AH5085  ___________________________________________________________________
 AH5085* NAD 83(2001)-  35 08 34.36906(N)    078 27 06.00290(W)     ADJUSTED  
 AH5085* NAVD 88     -        55.6    (meters)     182.     (feet)  VERT ANG  
 AH5085  ___________________________________________________________________
 AH5085  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AH5085  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AH5085  HORZ ORDER  -  SECOND
 AH5085
 AH5085.The horizontal coordinates were established by classical geodetic methods
 AH5085.and adjusted by the National Geodetic Survey in August 2005.
 AH5085
 AH5085.The orthometric height was determined by vertical angle observations.
 AH5085
 AH5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5085
 AH5085.The geoid height was determined by GEOID03.
 AH5085
 AH5085;                    North         East     Units Scale Factor Converg.
 AH5085;SPC NC       -   154,650.096   659,563.795   MT  0.99987439   +0 18 59.3
 AH5085;SPC NC       -   507,381.19  2,163,918.88   sFT  0.99987439   +0 18 59.3
 AH5085;UTM  17      - 3,891,861.133   732,160.654   MT  1.00026431   +1 28 03.1
 AH5085
 AH5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5085!SPC NC       -   0.99999664  x   0.99987439  =   0.99987103
 AH5085!UTM  17      -   0.99999664  x   1.00026431  =   1.00026095
 AH5085
 AH5085                          SUPERSEDED SURVEY CONTROL
 AH5085
 AH5085  NAD 83(1986)-  35 08 34.37539(N)    078 27 06.01079(W) AD(       ) 2
 AH5085
 AH5085.Superseded values are not recommended for survey control.
 AH5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5085.See file dsdata.txt to determine how the superseded data were derived.
 AH5085
 AH5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3216191861(NAD 83)
 AH5085_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5085_STAMPING: BUD 1986
 AH5085_MARK LOGO: NCGS  
 AH5085_PROJECTION: FLUSH
 AH5085_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5085+STABILITY: SURFACE MOTION
 AH5085
 AH5085  HISTORY     - Date     Condition        Report By
 AH5085  HISTORY     - 1986     MONUMENTED       NCGS
 AH5085
 AH5085                          STATION DESCRIPTION
 AH5085
 AH5085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5085'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH-SOUTHEAST OF SPIVEYS
 AH5085'CORNER. ALONG US 421 FOR 0.35 MI (0.56 KM) SOUTHEAST FROM THE NC 242
 AH5085'INTERSECTION (SOUTHEAST OF SPIVEYS CORNER), AT SR 1337, IN THE
 AH5085'SOUTHEAST QUADRANT. MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY.
 AH5085'LOCATED 30.0 FT (9.1 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 AH5085'26.5 FT (8.1 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 42.5 FT (13.0
 AH5085'M) SOUTH OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND THE
 AH5085'ROAD--AND 94.5 FT (28.8 M) NORTHWEST OF A TELEPHONE PEDESTAL AT A
 AH5085'POWER POLE, 22.4 FT (6.8 M) NORTHEAST OF A STOP SIGN--BOTH WITH
 AH5085'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8225 ***********************************************************************
 AI8225  DESIGNATION -  BUD
 AI8225  PID         -  AI8225
 AI8225  STATE/COUNTY-  NC/HALIFAX
 AI8225  USGS QUAD   -  THELMA (1973)
 AI8225
 AI8225                         *CURRENT SURVEY CONTROL
 AI8225  ___________________________________________________________________
 AI8225* NAD 83(2001)-  36 26 59.97654(N)    077 46 22.77263(W)     ADJUSTED  
 AI8225* NAVD 88     -        81.8    (meters)     268.     (feet)  VERTCON   
 AI8225  ___________________________________________________________________
 AI8225  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AI8225  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AI8225  HORZ ORDER  -  SECOND
 AI8225
 AI8225.The horizontal coordinates were established by classical geodetic methods
 AI8225.and adjusted by the National Geodetic Survey in August 2005.
 AI8225
 AI8225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8225
 AI8225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8225
 AI8225.The geoid height was determined by GEOID03.
 AI8225
 AI8225;                    North         East     Units Scale Factor Converg.
 AI8225;SPC NC       -   300,214.256   719,608.080   MT  1.00009141   +0 42 29.5
 AI8225;SPC NC       -   984,952.94  2,360,914.18   sFT  1.00009141   +0 42 29.5
 AI8225;UTM  18      - 4,037,435.860   251,475.566   MT  1.00036104   -1 38 54.0
 AI8225
 AI8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8225!SPC NC       -   0.99999248  x   1.00009141  =   1.00008389
 AI8225!UTM  18      -   0.99999248  x   1.00036104  =   1.00035352
 AI8225
 AI8225                          SUPERSEDED SURVEY CONTROL
 AI8225
 AI8225  NAD 83(1986)-  36 26 59.98164(N)    077 46 22.78308(W) AD(       ) 2
 AI8225  NGVD 29 (08/31/00)   82.1    (m)          269.     (f) VERT ANG    3  
 AI8225
 AI8225.Superseded values are not recommended for survey control.
 AI8225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8225.See file dsdata.txt to determine how the superseded data were derived.
 AI8225
 AI8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5147637436(NAD 83)
 AI8225_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8225_STAMPING: BUD 1984
 AI8225_MARK LOGO: NCGS  
 AI8225_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8225+STABILITY: SURFACE MOTION
 AI8225
 AI8225  HISTORY     - Date     Condition        Report By
 AI8225  HISTORY     - 1984     MONUMENTED       NCGS
 AI8225
 AI8225                          STATION DESCRIPTION
 AI8225
 AI8225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8225'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) WEST-SOUTHWEST OF
 AI8225'ROANOKE RAPIDS AND ABOUT, 12.7 KM (7.9 MI) EAST-NORTHEAST OF
 AI8225'LITTLETON. ALONG US 158 FOR 10.2 KMS (6.35 MI) WEST FROM THE NC 48
 AI8225'INTERSECTION IN SOUTHWEST ROANOKE RAPIDS, TO STATION ON THE WEST SLOPE
 AI8225'OF THE NORTH HIGHWAY CUT, OR 0.7 KMS (0.45 MI) EAST OF THE DEEP CREEK
 AI8225'BRIDGE. STATION IS A STANDARD NCGS HORIZONTAL DISK SET IN TOP OF A
 AI8225'CONCRETE MONUMENT. MARK IS ABOUT 15 FEET HIGHER THAN US 158 AND IS
 AI8225'FLUSH WITH THE GROUND LEVEL.  LOCATED 18.07 M (59.3 FT) NORTH OF THE
 AI8225'CENTERLINE OF THE HIGHWAY,--AND 8.32 M (27.3 FT) SOUTH OF A 12 INCH
 AI8225'WHITE OAK, 8.51 M (27.9 FT) EAST-NORTHEAST OF A MULTITRUNK MAPLE,
 AI8225'17.49 M (57.4 FT) WEST-SOUTHWEST OF A 6-INCH GUM--ALL WITH REFERENCES
 AI8225'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5733 ***********************************************************************
 EZ5733  DESIGNATION -  BUDAR
 EZ5733  PID         -  EZ5733
 EZ5733  STATE/COUNTY-  NC/RICHMOND
 EZ5733  USGS QUAD   -  HOFFMAN (1982)
 EZ5733
 EZ5733                         *CURRENT SURVEY CONTROL
 EZ5733  ___________________________________________________________________
 EZ5733* NAD 83(2001)-  35 04 12.37523(N)    079 35 33.07074(W)     ADJUSTED  
 EZ5733* NAVD 88     -       118.906  (meters)     390.11   (feet)  ADJUSTED  
 EZ5733  ___________________________________________________________________
 EZ5733  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 EZ5733  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EZ5733  DYNAMIC HT  -         118.796 (meters)     389.75  (feet)  COMP
 EZ5733  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 EZ5733
 EZ5733  HORZ ORDER  -  SECOND
 EZ5733  VERT ORDER  -  SECOND    CLASS II
 EZ5733
 EZ5733.The horizontal coordinates were established by classical geodetic methods
 EZ5733.and adjusted by the National Geodetic Survey in August 2005.
 EZ5733
 EZ5733.The orthometric height was determined by differential leveling
 EZ5733.and adjusted in August 2000.
 EZ5733
 EZ5733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5733
 EZ5733.The geoid height was determined by GEOID03.
 EZ5733
 EZ5733.The dynamic height is computed by dividing the NAVD 88
 EZ5733.geopotential number by the normal gravity value computed on the
 EZ5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5733.degrees latitude (g = 980.6199 gals.).
 EZ5733
 EZ5733.The modeled gravity was interpolated from observed gravity values.
 EZ5733
 EZ5733;                    North         East     Units Scale Factor Converg.
 EZ5733;SPC NC       -   146,600.417   555,564.295   MT  0.99987759   -0 20 31.1
 EZ5733;SPC NC       -   480,971.53  1,822,713.86   sFT  0.99987759   -0 20 31.1
 EZ5733;UTM  17      - 3,881,723.172   628,329.697   MT  0.99980296   +0 48 31.7
 EZ5733
 EZ5733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5733!SPC NC       -   0.99998628  x   0.99987759  =   0.99986387
 EZ5733!UTM  17      -   0.99998628  x   0.99980296  =   0.99978924
 EZ5733
 EZ5733                          SUPERSEDED SURVEY CONTROL
 EZ5733
 EZ5733  NAD 83(1986)-  35 04 12.38310(N)    079 35 33.07619(W) AD(       ) 2
 EZ5733  NAD 83(1986)-  35 04 12.37470(N)    079 35 33.07835(W) AD(       ) 2
 EZ5733  NGVD 29 (03/28/90)  119.0    (m)          390.     (f) VERT ANG    3  
 EZ5733
 EZ5733.Superseded values are not recommended for survey control.
 EZ5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5733.See file dsdata.txt to determine how the superseded data were derived.
 EZ5733
 EZ5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2833081723(NAD 83)
 EZ5733_MARKER: DE = TRAVERSE STATION DISK
 EZ5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5733_STAMPING: BUDAR 1977
 EZ5733_MARK LOGO: NCGS  
 EZ5733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5733+STABILITY: SURFACE MOTION
 EZ5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ5733+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 EZ5733
 EZ5733  HISTORY     - Date     Condition        Report By
 EZ5733  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5733  HISTORY     - 1985     GOOD             USPSQD
 EZ5733  HISTORY     - 19930927 GOOD             NCGS
 EZ5733  HISTORY     - 19960405 GOOD             USPSQD
 EZ5733  HISTORY     - 19980323 GOOD             NCGS
 EZ5733
 EZ5733                          STATION DESCRIPTION
 EZ5733
 EZ5733'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5733'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY
 EZ5733'3.5 MILES NORTHWEST OF HOFFMAN.
 EZ5733'
 EZ5733'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED
 EZ5733'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING
 EZ5733'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS
 EZ5733'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 3.8 MILES TO STATION ON
 EZ5733'LEFT, AT WOODS LINE AND 1.0 MILE SOUTH OF T INTERSECTION WITH SR 1473
 EZ5733'(EAST).
 EZ5733'
 EZ5733'STATION MARK IS A STANDARD DISK STAMPED---BUDAR 1977---, SET IN THE
 EZ5733'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EZ5733'THE MARK IS 33.6 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR 1003 AND
 EZ5733'15.1 FEET SOUTHEAST OF A 10 INCH PINE, 16.3 FEET EAST OF A 12 INCH
 EZ5733'PINE, 29.9 FEET EAST-NORTHEAST OF A 14 INCH PINE AND 80.7 FEET
 EZ5733'NORTH-NORTHWEST OF A 10 INCH OAK ALL WITH REFERENCE TAGS.
 EZ5733
 EZ5733                          STATION RECOVERY (1985)
 EZ5733
 EZ5733'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ5733'RECOVERED IN GOOD CONDITION.
 EZ5733
 EZ5733                          STATION RECOVERY (1993)
 EZ5733
 EZ5733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ5733'RECOVERED AS DESCRIBED.
 EZ5733
 EZ5733                          STATION RECOVERY (1996)
 EZ5733
 EZ5733'RECOVERY NOTE BY US POWER SQUADRON 1996
 EZ5733'RECOVERED IN GOOD CONDITION.
 EZ5733
 EZ5733                          STATION RECOVERY (1998)
 EZ5733
 EZ5733'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ5733'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. 10-INCH OAK IS
 EZ5733'NOW 14-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4159 ***********************************************************************
 FY4159  DESIGNATION -  BUDAR
 FY4159  PID         -  FY4159
 FY4159  STATE/COUNTY-  NC/ROCKINGHAM
 FY4159  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY4159
 FY4159                         *CURRENT SURVEY CONTROL
 FY4159  ___________________________________________________________________
 FY4159* NAD 83(2001)-  36 23 04.86976(N)    079 40 07.73180(W)     ADJUSTED  
 FY4159* NAVD 88     -       225.2    (meters)     739.     (feet)  VERTCON   
 FY4159  ___________________________________________________________________
 FY4159  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 FY4159  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 FY4159  HORZ ORDER  -  SECOND
 FY4159
 FY4159.The horizontal coordinates were established by classical geodetic methods
 FY4159.and adjusted by the National Geodetic Survey in August 2005.
 FY4159
 FY4159.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4159
 FY4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4159
 FY4159.The geoid height was determined by GEOID03.
 FY4159
 FY4159;                    North         East     Units Scale Factor Converg.
 FY4159;SPC NC       -   292,489.019   549,589.040   MT  1.00006815   -0 23 09.7
 FY4159;SPC NC       -   959,607.72  1,803,110.04   sFT  1.00006815   -0 23 09.7
 FY4159;UTM  17      - 4,027,439.979   619,394.419   MT  0.99977563   +0 47 23.1
 FY4159
 FY4159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4159!SPC NC       -   0.99996968  x   1.00006815  =   1.00003783
 FY4159!UTM  17      -   0.99996968  x   0.99977563  =   0.99974532
 FY4159
 FY4159                          SUPERSEDED SURVEY CONTROL
 FY4159
 FY4159  NAD 83(1993)-  36 23 04.87243(N)    079 40 07.73512(W) AD(       ) 2
 FY4159  NAD 83(1986)-  36 23 04.87789(N)    079 40 07.73733(W) AD(       ) 2
 FY4159  NGVD 29 (01/17/91)  225.4    (m)          739.     (f) VERT ANG    3  
 FY4159
 FY4159.Superseded values are not recommended for survey control.
 FY4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4159.See file dsdata.txt to determine how the superseded data were derived.
 FY4159
 FY4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1939427440(NAD 83)
 FY4159_MARKER: DE = TRAVERSE STATION DISK
 FY4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4159_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4159+STABILITY: SURFACE MOTION
 FY4159
 FY4159  HISTORY     - Date     Condition        Report By
 FY4159  HISTORY     - 1978     MONUMENTED       NCGS
 FY4159
 FY4159                          STATION DESCRIPTION
 FY4159
 FY4159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4159'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTH OF REIDSVILLE
 FY4159'AND 2.8 MILES SOUTH OF HARRISONS CROSSROADS.
 FY4159'
 FY4159'TO REACH THE STATION FROM THE NC 14 (SCALES STREET) OVERPASS OF US 29
 FY4159'BUSINESS IN NORTH REIDSVILLE, PROCEED NORTHERLY ALONG NC 14 FOR
 FY4159'0.4 MILE TO STATION IN RIGHT ROAD SHOULDER AND JUST SOUTH OF
 FY4159'NORTHERNMOST ENTRANCE TO SR 2034 (A LOOP ROAD).
 FY4159'
 FY4159'STATION MARK IS A STANDARD DISK STAMPED---BUDAR 1978---, SET IN TOP OF
 FY4159'A 9 INCH CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE GROUND
 FY4159'SURFACE.  THE MARK IS 20.3 FEET EAST OF THE CENTERLINE NC 14,
 FY4159'178.6 FEET SOUTH OF THE CENTERLINE OF SR 2034 (AT HIGHWAYS EDGE),
 FY4159'97.1 FEET NORTHWEST OF 12 INCH POPLAR WITH REFERENCE TAG AND
 FY4159'121.0 FEET NORTHEAST OF ROAD SIGN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2308 ***********************************************************************
 EZ2308  DESIGNATION -  BUDD
 EZ2308  PID         -  EZ2308
 EZ2308  STATE/COUNTY-  NC/RANDOLPH
 EZ2308  USGS QUAD   -  LIBERTY (1974)
 EZ2308
 EZ2308                         *CURRENT SURVEY CONTROL
 EZ2308  ___________________________________________________________________
 EZ2308* NAD 83(2001)-  35 50 21.03403(N)    079 34 15.32228(W)     ADJUSTED  
 EZ2308* NAVD 88     -       232.089  (meters)     761.45   (feet)  ADJUSTED  
 EZ2308  ___________________________________________________________________
 EZ2308  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EZ2308  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ2308  DYNAMIC HT  -         231.893 (meters)     760.80  (feet)  COMP
 EZ2308  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 EZ2308
 EZ2308  HORZ ORDER  -  SECOND
 EZ2308  VERT ORDER  -  SECOND    CLASS I
 EZ2308
 EZ2308.The horizontal coordinates were established by classical geodetic methods
 EZ2308.and adjusted by the National Geodetic Survey in August 2005.
 EZ2308
 EZ2308.The orthometric height was determined by differential leveling
 EZ2308.and adjusted in June 1991.
 EZ2308
 EZ2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2308
 EZ2308.The geoid height was determined by GEOID03.
 EZ2308
 EZ2308.The dynamic height is computed by dividing the NAVD 88
 EZ2308.geopotential number by the normal gravity value computed on the
 EZ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2308.degrees latitude (g = 980.6199 gals.).
 EZ2308
 EZ2308.The modeled gravity was interpolated from observed gravity values.
 EZ2308
 EZ2308;                    North         East     Units Scale Factor Converg.
 EZ2308;SPC NC       -   231,905.468   558,024.547   MT  0.99992504   -0 19 46.3
 EZ2308;SPC NC       -   760,843.19  1,830,785.53   sFT  0.99992504   -0 19 46.3
 EZ2308;UTM  17      - 3,967,053.511   629,064.573   MT  0.99980526   +0 50 12.7
 EZ2308
 EZ2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2308!SPC NC       -   0.99996833  x   0.99992504  =   0.99989337
 EZ2308!UTM  17      -   0.99996833  x   0.99980526  =   0.99977359
 EZ2308
 EZ2308|---------------------------------------------------------------------|
 EZ2308| PID    Reference Object                     Distance      Geod. Az  |
 EZ2308|                                                           dddmmss.s |
 EZ2308| EZ2309 LOWE AZ MK                          218.676 METERS 01320     |
 EZ2308| EZ2307 KIV                                 APPROX. 0.6 KM 1884155.4 |
 EZ2308|---------------------------------------------------------------------|
 EZ2308
 EZ2308                          SUPERSEDED SURVEY CONTROL
 EZ2308
 EZ2308  NAD 83(1986)-  35 50 21.03886(N)    079 34 15.32793(W) AD(       ) 2
 EZ2308  NAD 27      -  35 50 20.53699(N)    079 34 16.24165(W) AD(       ) 2
 EZ2308  NGVD 29 (??/??/92)  232.311  (m)          762.17   (f) ADJ UNCH    2 1
 EZ2308
 EZ2308.Superseded values are not recommended for survey control.
 EZ2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2308.See file dsdata.txt to determine how the superseded data were derived.
 EZ2308
 EZ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2906567054(NAD 83)
 EZ2308_MARKER: DD = SURVEY DISK
 EZ2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2308_STAMPING: BUDD 1975
 EZ2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2308+STABILITY: SURFACE MOTION
 EZ2308
 EZ2308  HISTORY     - Date     Condition        Report By
 EZ2308  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2308  HISTORY     - 1975     GOOD             NCGS
 EZ2308
 EZ2308                          STATION DESCRIPTION
 EZ2308
 EZ2308'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2308'BUDD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2308'THE VICINITY OF LIBERTY, NORTH CAROLINA.
 EZ2308'
 EZ2308'BUDD IS LOCATED IN SOUTH LIBERTY.  TO REACH STATION FROM THE NC
 EZ2308'49 OVERPASS OF U.S. 421 SOUTH OF LIBERTY, PROCEED NORTH ALONG NC
 EZ2308'49 FOR 1.15 MILES TO INTERSECTION WITH LOWE STREET EAST, AND
 EZ2308'STATION ON LEFT WEST OF AND ON PROLONGATION OF C/L OF LOWE STREET,
 EZ2308'122 FEET SSE OF SE CORNER OF CURT BUDD RESIDENCE.
 EZ2308'
 EZ2308'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2308'BUDD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ2308'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2308'
 EZ2308'MARK IS 28.4 FT W OF C/L OF NC 49
 EZ2308'
 EZ2308'29.6 FT W OF C/L OF INTERSECTION OF HIGHWAY WITH LOWE STREET
 EZ2308'
 EZ2308'75.1 FT SSW OF C/L OF DRIVEWAY TO BUDD RESIDENCE
 EZ2308'
 EZ2308'11.6 FT NE OF PP A 50 WITH TWO TERMINAL BOXES, WITH ALUMINUM
 EZ2308'REF. TAG
 EZ2308'
 EZ2308'40.3 FT SE OF 7 IN CEDAR WITH ALUMINUM REF. TAG
 EZ2308'
 EZ2308'51.3 FT S OF TP A 49 WITH ALUMINUM REF. TAG
 EZ2308
 EZ2308                          STATION RECOVERY (1975)
 EZ2308
 EZ2308'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2308'IN LIBERTY.
 EZ2308'TO REACH STATION FROM THE NC 49 OVERPASS OF US 421 SOUTH OF LIBERTY,
 EZ2308'PROCEED NORTH ALONG NC 49 FOR 1.15 MILES TO INTERSECTION WITH LOWE
 EZ2308'STREET EAST, AND STATION ON LEFT, WEST OF AND ON PROLONGATION OF C/L
 EZ2308'OF LOWE STREET, 122 FEET SSE OF SE CORNER OF CURT BUDD RESIDENCE. 28.4
 EZ2308'FT. WEST OF C/L OF NC 49, 29.6 FT. WEST OF C/L OF INTERSECTION OF
 EZ2308'HIGHWAY WITH LOWE STREET, 75.1 FT. SSW OF C/L OF DRIVEWAY TO BUDD
 EZ2308'RESIDENCE, 11.6 FT. NE OF PP NO. A 50 WITH TWO TERMINAL BOXES, WITH
 EZ2308'ALUMINUM REF. TAG, 40.3 FT. SE OF 7 IN. CEDAR WITH ALUMINUM REF. TAG,
 EZ2308'AND 51.3 FT. SOUTH OF TP NO. A 49 WITH ALUMINUM REF. TAG.  DISK IS SET
 EZ2308'IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8775 ***********************************************************************
 DH8775  DESIGNATION -  BUDDY
 DH8775  PID         -  DH8775
 DH8775  STATE/COUNTY-  NC/GREENE
 DH8775  USGS QUAD   -  SNOW HILL (1982)
 DH8775
 DH8775                         *CURRENT SURVEY CONTROL
 DH8775  ___________________________________________________________________
 DH8775* NAD 83(2001)-  35 28 33.68225(N)    077 40 18.55229(W)     ADJUSTED  
 DH8775* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 DH8775  ___________________________________________________________________
 DH8775  X           -   1,110,243.721 (meters)                     COMP
 DH8775  Y           -  -5,080,032.173 (meters)                     COMP
 DH8775  Z           -   3,680,990.257 (meters)                     COMP
 DH8775  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DH8775  ELLIP HEIGHT-         -20.064 (meters)          (03/08/06) ADJUSTED
 DH8775  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DH8775  HORZ ORDER  -  FIRST
 DH8775  ELLP ORDER  -  FIFTH     CLASS I
 DH8775
 DH8775.The horizontal coordinates were established by GPS observations
 DH8775.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8775
 DH8775.The orthometric height was determined by GPS observations and a
 DH8775.high-resolution geoid model.
 DH8775
 DH8775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8775
 DH8775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8775
 DH8775.The ellipsoidal height was determined by GPS observations
 DH8775.and is referenced to NAD 83.
 DH8775
 DH8775.The geoid height was determined by GEOID03.
 DH8775
 DH8775;                    North         East     Units Scale Factor Converg.
 DH8775;SPC NC       -   192,274.664   730,123.942   MT  0.99988022   +0 45 59.7
 DH8775;SPC NC       -   630,821.13  2,395,414.97   sFT  0.99988022   +0 45 59.7
 DH8775;UTM  18      - 3,929,115.981   257,583.454   MT  1.00032425   -1 33 05.0
 DH8775
 DH8775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8775!SPC NC       -   1.00000315  x   0.99988022  =   0.99988337
 DH8775!UTM  18      -   1.00000315  x   1.00032425  =   1.00032740
 DH8775
 DH8775                          SUPERSEDED SURVEY CONTROL
 DH8775
 DH8775  NAD 83(1986)-  35 28 33.69122(N)    077 40 18.56209(W) AD(       ) 1
 DH8775
 DH8775.Superseded values are not recommended for survey control.
 DH8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8775.See file dsdata.txt to determine how the superseded data were derived.
 DH8775
 DH8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5758329116(NAD 83)
 DH8775_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8775_STAMPING: BUDDY 1998
 DH8775_MARK LOGO: NCGS  
 DH8775_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8775+STABILITY: SURFACE MOTION
 DH8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8775+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DH8775
 DH8775  HISTORY     - Date     Condition        Report By
 DH8775  HISTORY     - 1998     MONUMENTED       NCGS
 DH8775
 DH8775                          STATION DESCRIPTION
 DH8775
 DH8775'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DH8775'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF SNOW HILL AND 2.4 MI
 DH8775'(3.9 KM) NORTH OF MILLVIEW AT THE P AND G EMC SNOWHILL SUBSTATION.
 DH8775'PROCEED ALONG N. GREENE ST (SR 1254) FOR 0.05 MI (0.08 KM) NORTH FROM
 DH8775'THE TOWN HALL BUILDING IN SNOW HILL TO US 258, THENCE ALONG US 258
 DH8775'NORTH FOR 0.6 MI (1.0 KM) TO NC 91, THENCE ALONG NC 91 NORTH FOR 0.8
 DH8775'MI (1.3 KM) TO THE STATION, AT THE TOP OF THE BACKSLOPE OF DITCH ON
 DH8775'THE PROLONGATION OF THE NORTHERN FENCE AROUND SUBSTATION. MARK IS
 DH8775'ABOUT 1-FT HIGHER THAN THE CENTERLINE OF NC 91, AND IS RECESSED 2
 DH8775'INCHES BELOW THE GROUND. LOCATED 33.5 WEST OF THE CENTERLINE OF NC 91,
 DH8775'32 FT (9.8 M) SOUTH OF THE CENTERLINE OF A CONCRETE GRAVEL DRIVEWAY,
 DH8775'84.0 FT (25.6 M) EAST OF THE NORTHEAST SUBSTATION FENCE CORNER, AND
 DH8775'93.4 FT (28.5 M) NORTHEAST OF A POWER POLE WITH FIVE GUY WIRES AND
 DH8775'REFERENCE TAG. RECOVERED GOOD IN 1999.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0298 ***********************************************************************
 EX0298  DESIGNATION -  BUDLEIGH
 EX0298  PID         -  EX0298
 EX0298  STATE/COUNTY-  NC/DARE
 EX0298  USGS QUAD   -  MANTEO (1983)
 EX0298
 EX0298                         *CURRENT SURVEY CONTROL
 EX0298  ___________________________________________________________________
 EX0298* NAD 83(2001)-  35 54 29.04753(N)    075 40 33.02464(W)     ADJUSTED  
 EX0298* NAVD 88     -         2.4    (meters)       8.     (feet)  VERTCON   
 EX0298  ___________________________________________________________________
 EX0298  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EX0298  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 EX0298  HORZ ORDER  -  SECOND
 EX0298
 EX0298.The horizontal coordinates were established by classical geodetic methods
 EX0298.and adjusted by the National Geodetic Survey in August 2005.
 EX0298
 EX0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0298
 EX0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0298
 EX0298.The geoid height was determined by GEOID03.
 EX0298
 EX0298;                    North         East     Units Scale Factor Converg.
 EX0298;SPC NC       -   244,423.950   909,592.549   MT  0.99993808   +1 55 07.0
 EX0298;SPC NC       -   801,914.24  2,984,221.55   sFT  0.99993808   +1 55 07.0
 EX0298;UTM  18      - 3,973,962.958   439,017.069   MT  0.99964582   -0 23 47.0
 EX0298
 EX0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0298!SPC NC       -   1.00000574  x   0.99993808  =   0.99994382
 EX0298!UTM  18      -   1.00000574  x   0.99964582  =   0.99965156
 EX0298
 EX0298|---------------------------------------------------------------------|
 EX0298| PID    Reference Object                     Distance      Geod. Az  |
 EX0298|                                                           dddmmss.s |
 EX0298| EX0297 AGONA                               285.382 METERS 14646     |
 EX0298| EX0575 DARE HAVEN                          APPROX. 0.7 KM 3515754.2 |
 EX0298|---------------------------------------------------------------------|
 EX0298
 EX0298                          SUPERSEDED SURVEY CONTROL
 EX0298
 EX0298  NAD 83(1986)-  35 54 29.06632(N)    075 40 33.03257(W) AD(       ) 2
 EX0298  NAD 27      -  35 54 28.45451(N)    075 40 34.41189(W) AD(       ) 2
 EX0298  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG    3  
 EX0298
 EX0298.Superseded values are not recommended for survey control.
 EX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0298.See file dsdata.txt to determine how the superseded data were derived.
 EX0298
 EX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3901773963(NAD 83)
 EX0298_MARKER: DE = TRAVERSE STATION DISK
 EX0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0298_SP_SET: CONCRETE POST
 EX0298_STAMPING: BUDLEIGH 1974
 EX0298_MARK LOGO: NCGS  
 EX0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0298+STABILITY: SURFACE MOTION
 EX0298
 EX0298  HISTORY     - Date     Condition        Report By
 EX0298  HISTORY     - 1974     MONUMENTED       NCGS
 EX0298  HISTORY     - 1974     GOOD             NCGS
 EX0298  HISTORY     - 1981     POOR             LOCSUR
 EX0298  HISTORY     - 19820816 GOOD             LOCENG
 EX0298  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EX0298  HISTORY     - 19910525 MARK NOT FOUND   USPSQD
 EX0298  HISTORY     - 19910623 MARK NOT FOUND   USPSQD
 EX0298
 EX0298                          STATION DESCRIPTION
 EX0298
 EX0298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0298'BUDLEIGH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EX0298'IN THE VICINITY OF MANTEO, NORTH CAROLINA.
 EX0298'
 EX0298'BUDLEIGH IS LOCATED IN MANTEO.  TO REACH STATION FROM INTERSECTION
 EX0298'OF NC 345 WITH U.S. 64 - U.S. 264 NEAR MANTEO, PROCEED NW ALONG
 EX0298'U.S. 64 - U.S. 264 FOR 1.55 MILE TO INTERSECTION WITH SR 1150
 EX0298'(BUDLEIGH STREET), AND STATION AT SE CORNER OF YARD OF A ONE
 EX0298'STORY BRICK HOUSE ACROSS U.S. 64 - U.S. 264 FROM DARE COUNTY
 EX0298'TOURIST BUREAU.
 EX0298'
 EX0298'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0298'BUDLEIGH 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EX0298'OF WHICH IS FLUSH WITH THE GROUND.
 EX0298'
 EX0298'MARK IS 4.8 FT W OF WEST EDGE OF WEST CURB OF U.S. 64 - U.S. 264
 EX0298'(VIRGINIA DARE STREET)
 EX0298'
 EX0298'3.1 FT WNW OF PP MR 48 W/TRANSFORMER
 EX0298'
 EX0298'50.3 FT ESE OF SE CORNER OF ONE STORY BRICK HOUSE
 EX0298'
 EX0298'75.0 FT SW OF SW CORNER OF TOURIST BUREAU
 EX0298
 EX0298                          STATION RECOVERY (1974)
 EX0298
 EX0298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0298'RECOVERED IN GOOD CONDITION.
 EX0298
 EX0298                          STATION RECOVERY (1981)
 EX0298
 EX0298'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (MRM)
 EX0298'STATION DISTURBED BADLY DURING WATER AND SEWER LINE CONSTRUCTION.
 EX0298
 EX0298                          STATION RECOVERY (1982)
 EX0298
 EX0298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 EX0298'IN MANTEO, 75 FEET (22.9 M) SOUTHWEST OF SOUTHWEST CORNER OF TOURIST
 EX0298'BUREAU, 50.3 FEET (15.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 EX0298'A ONE-STORY BRICK HOUSE, 4.8 FEET (1.5 M) WEST OF THE WEST EDGE OF
 EX0298'THE WEST CURB OF US HIGHWAYS 64 AND 264 (VIRGINIA DARE STREET) AND
 EX0298'3.1 FEET (0.9 M) WEST-NORTHWEST OF POWER LINE POLE NUMBER MR48 WITH A
 EX0298'TRANSFORMER, SET FLUSH.
 EX0298
 EX0298                          STATION RECOVERY (1985)
 EX0298
 EX0298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0298'CONCRETE POST FOUND WITH THE TOP KNOCKED OFF.  MARK SHOULD BE
 EX0298'CONSIDERED DESTROYED.
 EX0298
 EX0298                          STATION RECOVERY (1991)
 EX0298
 EX0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 EX0298'MARK NOT FOUND.
 EX0298
 EX0298                          STATION RECOVERY (1991)
 EX0298
 EX0298'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4162 ***********************************************************************
 EY4162  DESIGNATION -  BUEHLER
 EY4162  PID         -  EY4162
 EY4162  STATE/COUNTY-  NC/LENOIR
 EY4162  USGS QUAD   -  RIVERMONT (1980)
 EY4162
 EY4162                         *CURRENT SURVEY CONTROL
 EY4162  ___________________________________________________________________
 EY4162* NAD 83(2007)-  35 14 05.55697(N)    077 33 21.97998(W)     ADJUSTED  
 EY4162* NAVD 88     -        14.2    (meters)      47.     (feet)  GPS OBS   
 EY4162  ___________________________________________________________________
 EY4162  EPOCH DATE  -        2002.00
 EY4162  X           -   1,123,836.701 (meters)                     COMP
 EY4162  Y           -  -5,092,895.611 (meters)                     COMP
 EY4162  Z           -   3,659,168.866 (meters)                     COMP
 EY4162  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EY4162  ELLIP HEIGHT-         -22.048 (meters)          (02/10/07) ADJUSTED
 EY4162  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 EY4162
 EY4162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4162  Type    PID    Designation                      North   East  Ellip
 EY4162  -------------------------------------------------------------------
 EY4162  NETWORK EY4162 BUEHLER                           0.53   0.55   1.25
 EY4162  -------------------------------------------------------------------
 EY4162
 EY4162.The horizontal coordinates were established by GPS observations
 EY4162.and adjusted by the National Geodetic Survey in February 2007.
 EY4162
 EY4162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4162.The horizontal coordinates are valid at the epoch date displayed above.
 EY4162.The epoch date for horizontal control is a decimal equivalence
 EY4162.of Year/Month/Day.
 EY4162
 EY4162.The orthometric height was determined by GPS observations and a
 EY4162.high-resolution geoid model.
 EY4162
 EY4162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4162
 EY4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4162
 EY4162.The ellipsoidal height was determined by GPS observations
 EY4162.and is referenced to NAD 83.
 EY4162
 EY4162.The geoid height was determined by GEOID03.
 EY4162
 EY4162;                    North         East     Units Scale Factor Converg.
 EY4162;SPC NC       -   165,673.007   741,012.572   MT  0.99987264   +0 50 00.1
 EY4162;SPC NC       -   543,545.52  2,431,138.75   sFT  0.99987264   +0 50 00.1
 EY4162;UTM  18      - 3,902,085.140   267,393.599   MT  1.00026685   -1 28 31.3
 EY4162
 EY4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4162!SPC NC       -   1.00000346  x   0.99987264  =   0.99987610
 EY4162!UTM  18      -   1.00000346  x   1.00026685  =   1.00027031
 EY4162
 EY4162                          SUPERSEDED SURVEY CONTROL
 EY4162
 EY4162  NAD 83(2001)-  35 14 05.55741(N)    077 33 21.97954(W) AD(       ) 1
 EY4162  ELLIP H (03/13/03)  -22.059  (m)                       GP(       ) 4 2
 EY4162  NAD 83(1986)-  35 14 05.56655(N)    077 33 21.98772(W) AD(       ) 1
 EY4162  NAD 83(1986)-  35 14 05.56655(N)    077 33 21.98772(W) AD(       ) 2
 EY4162  NGVD 29 (08/13/90)   14.6    (m)           48.     (f) VERT ANG    3  
 EY4162
 EY4162.Superseded values are not recommended for survey control.
 EY4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4162.See file dsdata.txt to determine how the superseded data were derived.
 EY4162
 EY4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6739402085(NAD 83)
 EY4162_MARKER: DH = HORIZONTAL CONTROL DISK
 EY4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4162_STAMPING: BUEHLER 1979
 EY4162_MARK LOGO: NCGS  
 EY4162_PROJECTION: FLUSH
 EY4162_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EY4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4162+STABILITY: SURFACE MOTION
 EY4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4162+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 EY4162
 EY4162  HISTORY     - Date     Condition        Report By
 EY4162  HISTORY     - 1979     MONUMENTED       NCGS
 EY4162  HISTORY     - 19900723 GOOD             NCGS
 EY4162  HISTORY     - 19910320 GOOD             USPSQD
 EY4162  HISTORY     - 20050324 GOOD             USPSQD
 EY4162
 EY4162                          STATION DESCRIPTION
 EY4162
 EY4162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4162'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH-SOUTHEAST OF
 EY4162'KINSTON.
 EY4162'
 EY4162'TO REACH STATION FROM INTERSECTION OF US 70, US 258 BUSINESS AND
 EY4162'BYPASS SOUTH OF KINSTON, PROCEED EASTERLY ALONG US 70 FOR 1.8 MILES
 EY4162'TO STATION ON THE LEFT ON THE PROLONGATION OF THE EAST SIDE OF BUEHLER
 EY4162'PRODUCTS INC. PLANT AND 0.15 MILE WEST OF THE SR 1804 CROSSOVER.
 EY4162'
 EY4162'STATION MARK IS A STANDARD DISK STAMPED---BUEHLER 1979---, SET IN TOP
 EY4162'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY4162'THE MARK IS 33.2 FEET NORTH-NORTHEAST OF CENTERLINE OF WEST BOUND
 EY4162'LANES, 66.8 FEET WEST-NORTHWEST OF CENTERLINE OF ENTRANCE TO PLANT,
 EY4162'116.2 FEET SOUTH-SOUTHEAST OF FIRE HYDRANT AND 74.0 FEET SOUTH OF
 EY4162'POWER POLE 77 WITH REFERENCE TAG.
 EY4162
 EY4162                          STATION RECOVERY (1990)
 EY4162
 EY4162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EY4162'RECOVERED AS DESCRIBED.
 EY4162
 EY4162                          STATION RECOVERY (1991)
 EY4162
 EY4162'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EY4162'RECOVERED IN GOOD CONDITION.
 EY4162
 EY4162                          STATION RECOVERY (2005)
 EY4162
 EY4162'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY4162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5569 ***********************************************************************
 AA5569  HT_MOD      -  This is a Height Modernization Survey Station.
 AA5569  DESIGNATION -  BUENA VISTA
 AA5569  PID         -  AA5569
 AA5569  STATE/COUNTY-  NC/BUNCOMBE
 AA5569  USGS QUAD   -  ASHEVILLE (1991)
 AA5569
 AA5569                         *CURRENT SURVEY CONTROL
 AA5569  ___________________________________________________________________
 AA5569* NAD 83(2007)-  35 31 37.22283(N)    082 31 46.10714(W)     ADJUSTED  
 AA5569* NAVD 88     -       678.03   (meters)    2224.5    (feet)  GPS OBS   
 AA5569  ___________________________________________________________________
 AA5569  EPOCH DATE  -        2002.00
 AA5569  X           -     675,719.711 (meters)                     COMP
 AA5569  Y           -  -5,153,083.659 (meters)                     COMP
 AA5569  Z           -   3,685,983.572 (meters)                     COMP
 AA5569  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AA5569  ELLIP HEIGHT-         648.140 (meters)          (02/10/07) ADJUSTED
 AA5569  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AA5569
 AA5569  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5569  Type    PID    Designation                      North   East  Ellip
 AA5569  -------------------------------------------------------------------
 AA5569  NETWORK AA5569 BUENA VISTA                       0.45   0.31   0.84
 AA5569  -------------------------------------------------------------------
 AA5569
 AA5569.The horizontal coordinates were established by GPS observations
 AA5569.and adjusted by the National Geodetic Survey in February 2007.
 AA5569
 AA5569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5569.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5569.The horizontal coordinates are valid at the epoch date displayed above.
 AA5569.The epoch date for horizontal control is a decimal equivalence
 AA5569.of Year/Month/Day.
 AA5569
 AA5569.The orthometric height was determined by GPS observations and a
 AA5569.high-resolution geoid model.
 AA5569.The orthometric height was determined by GPS observations and a
 AA5569.high-resolution geoid model using precise GPS observation and
 AA5569.processing techniques.
 AA5569
 AA5569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5569
 AA5569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5569
 AA5569.The ellipsoidal height was determined by GPS observations
 AA5569.and is referenced to NAD 83.
 AA5569
 AA5569.The geoid height was determined by GEOID03.
 AA5569
 AA5569;                    North         East     Units Scale Factor Converg.
 AA5569;SPC NC       -   202,813.877   289,585.931   MT  0.99988409   -2 02 13.6
 AA5569;SPC NC       -   665,398.53    950,083.18   sFT  0.99988409   -2 02 13.6
 AA5569;UTM  17      - 3,932,564.281   361,328.294   MT  0.99983697   -0 53 20.0
 AA5569
 AA5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5569!SPC NC       -   0.99989828  x   0.99988409  =   0.99978238
 AA5569!UTM  17      -   0.99989828  x   0.99983697  =   0.99973527
 AA5569
 AA5569                          SUPERSEDED SURVEY CONTROL
 AA5569
 AA5569  NAD 83(2001)-  35 31 37.22286(N)    082 31 46.10735(W) AD(       ) 1
 AA5569  ELLIP H (03/13/03)  648.155  (m)                       GP(       ) 4 2
 AA5569  NAD 83(1995)-  35 31 37.22466(N)    082 31 46.10724(W) AD(       ) 1
 AA5569  NAD 83(1986)-  35 31 37.22964(N)    082 31 46.10741(W) AD(       ) 1
 AA5569  NGVD 29 (09/30/94)  678.0    (m)         2224.     (f) GPS OBS     3  
 AA5569
 AA5569.Superseded values are not recommended for survey control.
 AA5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5569.See file dsdata.txt to determine how the superseded data were derived.
 AA5569
 AA5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6132832564(NAD 83)
 AA5569_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5569_SP_SET: CONCRETE POST
 AA5569_STAMPING: BUENA VISTA 1991
 AA5569_MARK LOGO: NCGS  
 AA5569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5569+STABILITY: SURFACE MOTION
 AA5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5569+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AA5569
 AA5569  HISTORY     - Date     Condition        Report By
 AA5569  HISTORY     - 1991     MONUMENTED       NCGS
 AA5569  HISTORY     - 20040815 GOOD             GEOMET
 AA5569  HISTORY     - 20051024 GOOD             MAC
 AA5569
 AA5569                          STATION DESCRIPTION
 AA5569
 AA5569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5569'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTH OF SKYLAND AND 4.9 MI
 AA5569'(7.9 KM) SOUTH-SOUTHEAST OF ASHEVILLE. ALONG US 25 (HENDERSONVILLE
 AA5569'HIGHWAY) FOR 2.35 MI (3.78 KM) SOUTH FROM THE I-40 OVERPASS (IN
 AA5569'BILTMORE), OR 0.55 MI (0.89 KM) NORTH FROM THE BLUE RIDGE PARKWAY
 AA5569'OVERPASS, IN WEST SHOULDER ACROSS FROM 1270 HENDERSONVILLE HIGHWAY.
 AA5569'MARK IS ABOUT LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.  LOCATED 37.3
 AA5569'FT (11.4 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 97.0 FT (29.6 M)
 AA5569'NORTH OF THE CENTERLINE OF A GRAVEL DRIVE, 3.7 FT (1.1 M) EAST OF A
 AA5569'WITNESS POST, 114.6 FT (34.9 M) NORTH-NORTHEAST OF A CATCH BASIN, AND
 AA5569'119.6 FT (36.5 M) NORTH-NORTHEAST OF A TELEPHONE POLE WITH A REFERENCE
 AA5569'TAG.
 AA5569
 AA5569                          STATION RECOVERY (2004)
 AA5569
 AA5569'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AA5569'THE STATION IS LOCATED ABOUT 21.7 KM (13.5 MILES) SOUTHWEST OF BLACK
 AA5569'MOUNTAIN, 11.1 KM (6.9  MILES) NORTH OF THE ASHEVILLE REGIONAL
 AA5569'AIRPORT, AND 7.9 KM (4.9 MILES) SOUTHEAST OF  ASHEVILLE.
 AA5569' 
 AA5569'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF I 40 AND US
 AA5569'HIGHWAY 25 IN  BILTMORE, GO SOUTH ON US HIGHWAY 25 FOR 3.8 KM (2.4
 AA5569'MILES) TO THE STATION ON THE RIGHT IN  THE WEST SHOULDER ACROSS FROM
 AA5569'HENDERSONVILLE HIGHWAY.
 AA5569' 
 AA5569'THE STATION IS AN NGS HORIZONTAL DISK, STAMPED --BUENA VISTA 1991--
 AA5569'SET IN A ROUND  CONCRETE MONUMENT 0.3 METER (12 INCHES) IN DIAMETER.
 AA5569'IT IS FLUSH WITH THE GROUND.  IT IS  LOCATED 36.5 METERS (119.6 FEET)
 AA5569'NORTHEAST FROM A TELEPHONE POLE WITH A REFERENCE TAG,  29.6 METERS
 AA5569'(97.0 FEET) NORTH FROM THE CENTERLINE OF A PAVED DRIVE, 19.0 METERS
 AA5569'(62.3 FEET)  SOUTHEAST FROM THE NORTHEAST CORNER OF THE REGIONAL
 AA5569'ACCEPTANCE CORPORATION AUTO  FINANCING BRICK BUILDING, 37.2 METERS
 AA5569'(122.0 FEET) NORTHEAST FROM A CATCH BASIN, 21.3  METERS (70.0 FEET)
 AA5569'SOUTH FROM THE CENTERLINE OF A PAVED DRIVE, AND 1.1 METER (3.7 FEET)
 AA5569'EAST FROM A WITNESS POST.  THE HH1 GPS IS N353137.22, W0823146.10.
 AA5569
 AA5569                          STATION RECOVERY (2005)
 AA5569
 AA5569'RECOVERY NOTE BY MATTERN AND CRAIG 2005 (JAN)
 AA5569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5570 ***********************************************************************
 AA5570  DESIGNATION -  BUENA VISTA AZ MK
 AA5570  PID         -  AA5570
 AA5570  STATE/COUNTY-  NC/BUNCOMBE
 AA5570  USGS QUAD   -  ASHEVILLE (1991)
 AA5570
 AA5570                         *CURRENT SURVEY CONTROL
 AA5570  ___________________________________________________________________
 AA5570* NAD 83(2001)-  35 31 19.09358(N)    082 31 46.14901(W)     NO CHECK  
 AA5570* NAVD 88     -       679.     (meters)    2228.     (feet)  VERT ANG  
 AA5570  ___________________________________________________________________
 AA5570  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AA5570  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AA5570  HORZ ORDER  -  SECOND
 AA5570
 AA5570.The horizontal coordinates were established by classical geodetic methods
 AA5570.and adjusted by the National Geodetic Survey in August 2005.
 AA5570.No horizontal observational check was made to the station.
 AA5570
 AA5570.The orthometric height was determined by vertical angle observations.
 AA5570.No vertical observational check was made to the station.
 AA5570
 AA5570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5570
 AA5570.The geoid height was determined by GEOID03.
 AA5570
 AA5570;                    North         East     Units Scale Factor Converg.
 AA5570;SPC NC       -   202,255.598   289,565.018   MT  0.99988367   -2 02 13.6
 AA5570;SPC NC       -   663,566.91    950,014.56   sFT  0.99988367   -2 02 13.6
 AA5570;UTM  17      - 3,932,005.721   361,318.573   MT  0.99983701   -0 53 19.7
 AA5570
 AA5570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5570!SPC NC       -   0.99989811  x   0.99988367  =   0.99978179
 AA5570!UTM  17      -   0.99989811  x   0.99983701  =   0.99973514
 AA5570
 AA5570                          SUPERSEDED SURVEY CONTROL
 AA5570
 AA5570  NAD 83(1995)-  35 31 19.09537(N)    082 31 46.14890(W) AD(       ) 2
 AA5570  NAD 83(1986)-  35 31 19.10035(N)    082 31 46.14934(W) AD(       ) 2
 AA5570  NGVD 29 (03/11/98)  679.     (m)         2228.     (f) VERT ANG    3  
 AA5570
 AA5570.Superseded values are not recommended for survey control.
 AA5570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5570.See file dsdata.txt to determine how the superseded data were derived.
 AA5570
 AA5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6131932006(NAD 83)
 AA5570_MARKER: DZ = AZIMUTH MARK DISK
 AA5570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5570_SP_SET: CONCRETE POST
 AA5570_STAMPING: BUENA VISTA 1991
 AA5570_MARK LOGO: NCGS  
 AA5570_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5570+STABILITY: SURFACE MOTION
 AA5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5570+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AA5570
 AA5570  HISTORY     - Date     Condition        Report By
 AA5570  HISTORY     - 1991     MONUMENTED       NCGS
 AA5570  HISTORY     - 20051024 GOOD             MAC
 AA5570
 AA5570                          STATION DESCRIPTION
 AA5570
 AA5570'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5570'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTH OF SKYLAND AND 4.9 MI
 AA5570'(7.9 KM) SOUTH-SOUTHEAST OF ASHEVILLE, AT CAROLINA DAY SCHOOL. ALONG
 AA5570'US 25 (HENDERSONVILLE HIGHWAY) FOR 2.70 MI (4.35 KM) SOUTH FROM THE
 AA5570'I-40 OVERPASS (IN BILTMORE), ON WEST SIDE OF HIGHWAY, OR NORTH FOR 0.2
 AA5570'MI (0.3 KM) FROM THE BLUE RIDGE PARKWAY OVERPASS. MARK IS ABOUT LEVEL
 AA5570'WITH HIGHWAY AND FLUSH WITH GROUND.  LOCATED 44.9 FT (13.7 M) WEST OF
 AA5570'THE CENTERLINE OF THE HIGHWAY, 106.5 FT (32.5 M) SOUTHEAST OF THE
 AA5570'SOUTHEAST CORNER OF SCHOOL BUILDING, 10.8 FT (3.3 M) SOUTHWEST OF A
 AA5570'SEWER MANHOLE COVER, 66.1 FT (20.1 M) SOUTH-SOUTHEAST OF A FIRE
 AA5570'HYDRANT, 25.0 FT (7.6 M) EAST-SOUTHEAST OF A DRAINAGE GRATE, 36.4 FT
 AA5570'(11.1 M) EAST-SOUTHEAST OF A METAL LIGHT POLE, 102.6 FT (31.3 M) NORTH
 AA5570'OF A UTILITY POLE WITH A REFERENCE TAG.
 AA5570
 AA5570                          STATION RECOVERY (2005)
 AA5570
 AA5570'RECOVERY NOTE BY MATTERN AND CRAIG 2005 (JAN)
 AA5570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2566 ***********************************************************************
 EZ2566  DESIGNATION -  BUFF
 EZ2566  PID         -  EZ2566
 EZ2566  STATE/COUNTY-  NC/JOHNSTON
 EZ2566  USGS QUAD   -  FLOWERS (1973)
 EZ2566
 EZ2566                         *CURRENT SURVEY CONTROL
 EZ2566  ___________________________________________________________________
 EZ2566* NAD 83(2001)-  35 39 15.01289(N)    078 20 27.10140(W)     ADJUSTED  
 EZ2566* NAVD 88     -        89.158  (meters)     292.51   (feet)  ADJUSTED  
 EZ2566  ___________________________________________________________________
 EZ2566  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 EZ2566  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 EZ2566  DYNAMIC HT  -          89.079 (meters)     292.25  (feet)  COMP
 EZ2566  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 EZ2566
 EZ2566  HORZ ORDER  -  SECOND
 EZ2566  VERT ORDER  -  SECOND    CLASS II
 EZ2566
 EZ2566.The horizontal coordinates were established by classical geodetic methods
 EZ2566.and adjusted by the National Geodetic Survey in August 2005.
 EZ2566
 EZ2566.The orthometric height was determined by differential leveling
 EZ2566.and adjusted in June 1991.
 EZ2566
 EZ2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2566
 EZ2566.The geoid height was determined by GEOID03.
 EZ2566
 EZ2566.The dynamic height is computed by dividing the NAVD 88
 EZ2566.geopotential number by the normal gravity value computed on the
 EZ2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2566.degrees latitude (g = 980.6199 gals.).
 EZ2566
 EZ2566.The modeled gravity was interpolated from observed gravity values.
 EZ2566
 EZ2566;                    North         East     Units Scale Factor Converg.
 EZ2566;SPC NC       -   211,429.938   669,283.392   MT  0.99989718   +0 22 49.6
 EZ2566;SPC NC       -   693,666.39  2,195,807.26   sFT  0.99989718   +0 22 49.6
 EZ2566;UTM  17      - 3,948,849.542   740,731.754   MT  1.00031419   +1 33 02.6
 EZ2566
 EZ2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2566!SPC NC       -   0.99999136  x   0.99989718  =   0.99988855
 EZ2566!UTM  17      -   0.99999136  x   1.00031419  =   1.00030555
 EZ2566
 EZ2566                          SUPERSEDED SURVEY CONTROL
 EZ2566
 EZ2566  NAD 83(1986)-  35 39 15.01905(N)    078 20 27.11229(W) AD(       ) 2
 EZ2566  NAD 27      -  35 39 14.44981(N)    078 20 28.10920(W) AD(       ) 2
 EZ2566  NGVD 29 (07/19/86)   89.45   (m)          293.5    (f) LEVELING    3  
 EZ2566
 EZ2566.Superseded values are not recommended for survey control.
 EZ2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2566.See file dsdata.txt to determine how the superseded data were derived.
 EZ2566
 EZ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4073248850(NAD 83)
 EZ2566_MARKER: DE = TRAVERSE STATION DISK
 EZ2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2566_SP_SET: CONCRETE POST
 EZ2566_STAMPING: BUFF 1972
 EZ2566_MARK LOGO: NCGS  
 EZ2566_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2566+STABILITY: SURFACE MOTION
 EZ2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ2566+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 EZ2566
 EZ2566  HISTORY     - Date     Condition        Report By
 EZ2566  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2566  HISTORY     - 1979     GOOD             NCGS
 EZ2566  HISTORY     - 20060702 GOOD             GEOCAC
 EZ2566
 EZ2566                          STATION DESCRIPTION
 EZ2566
 EZ2566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2566'BUFF IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2566'THE VICINITY OF FLOWERS CROSSROADS, NORTH CAROLINA.
 EZ2566'
 EZ2566'BUFF IS LOCATED APPROXIMATELY 0.3 MILE EAST OF FLOWERS CROSSROADS
 EZ2566'AND 3.2 MILES SSE OF ARCHERS LODGE.  TO REACH STATION FROM THE
 EZ2566'INTERSECTION OF NC 42 AND SR 1003 AT PERCY FLOWERS GROCERY, PROCEED
 EZ2566'EAST ALONG NC 42 FOR 0.25 MILE TO STATION ON RIGHT, 0.65 MILE WEST
 EZ2566'OF NC 42 BRIDGE OVER BUFFALO CREEK, AND NEAR THE NORTHEAST YARD
 EZ2566'CORNER OF FRAME-BRICK DWELLING.
 EZ2566'
 EZ2566'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUFF
 EZ2566'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2566'1 INCH ABOVE THE GROUND.
 EZ2566'
 EZ2566'MARK IS
 EZ2566'24.7 FEET S OF C/L OF NC 42.
 EZ2566'14.7 FEET E OF C/L OF DIRT DRIVEWAY.
 EZ2566'7.2 FEET SE OF E END OF CULVERT HEADWALL.
 EZ2566'6.4 FEET N OF ALUMINUM REF. TAG ON BRACE OF CORNER FENCE POST
 EZ2566'(SLOPE DISTANCE).
 EZ2566'40.7 FEET W OF 7TH FENCE POST E OF DRIVE WITH ALUMINUM REF.
 EZ2566'TAG.  50.0 FEET W OF 8 INCH PINE BESIDE 8TH FENCE POST.
 EZ2566
 EZ2566                          STATION RECOVERY (1979)
 EZ2566
 EZ2566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EZ2566'4.9 MI NORTH FROM WILSONS MILLS.
 EZ2566'0.25 MILE EAST ALONG N.C. 42 FROM INTERSECTION WITH SR 1003 AT
 EZ2566'FLOWERS CROSSROADS, ON RIGHT AT A FENCE CORNER NEAR NORTHEAST
 EZ2566'CORNER OF YARD, AND 0.6 MILE WEST OF BRIDGE OVER BUFFALO CREEK,
 EZ2566'24.7 FEET SOUTH OF CENTERLINE OF N.C. 42, 14.7 FEET EAST OF
 EZ2566'CENTERLINE OF DIRT DRIVEWAY, 7.2 FEET SOUTHEAST OF EAST END OF
 EZ2566'CULVERT UNDER DRIVEWAY, 6.4 FEET NORTH OF REFERENCE TAG ON BRACE
 EZ2566'OF CORNER FENCE POST (SLOPE DISTANCE), 40.7 FEET WEST OF SEVENTH
 EZ2566'FENCE POST EAST WITH REFERENCE TAG AND 49.4 FEET WEST OF 12 INCH
 EZ2566'PINE BESIDE EIGHTH FENCE POST.
 EZ2566'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EZ2566
 EZ2566                          STATION RECOVERY (2006)
 EZ2566
 EZ2566'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ2566'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3336 ***********************************************************************
 EY3336  DESIGNATION -  BUFF
 EY3336  PID         -  EY3336
 EY3336  STATE/COUNTY-  NC/HYDE
 EY3336  USGS QUAD   -  BLUFF POINT (1951)
 EY3336
 EY3336                         *CURRENT SURVEY CONTROL
 EY3336  ___________________________________________________________________
 EY3336* NAD 83(2001)-  35 19 33.30934(N)    076 09 19.77510(W)     ADJUSTED  
 EY3336* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3336  ___________________________________________________________________
 EY3336  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 EY3336  GEOID HEIGHT-         -38.25  (meters)                     GEOID03
 EY3336  HORZ ORDER  -  SECOND
 EY3336
 EY3336.The horizontal coordinates were established by classical geodetic methods
 EY3336.and adjusted by the National Geodetic Survey in August 2005.
 EY3336
 EY3336.The orthometric height was scaled from a topographic map.
 EY3336
 EY3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3336
 EY3336.The geoid height was determined by GEOID03.
 EY3336
 EY3336;                    North         East     Units Scale Factor Converg.
 EY3336;SPC NC       -   178,521.547   868,169.104   MT  0.99987343   +1 38 30.4
 EY3336;SPC NC       -   585,699.44  2,848,318.14   sFT  0.99987343   +1 38 30.4
 EY3336;UTM  18      - 3,909,799.642   394,976.755   MT  0.99973593   -0 40 05.5
 EY3336
 EY3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3336!SPC NC       -   1.00000589  x   0.99987343  =   0.99987932
 EY3336!UTM  18      -   1.00000589  x   0.99973593  =   0.99974182
 EY3336
 EY3336|---------------------------------------------------------------------|
 EY3336| PID    Reference Object                     Distance      Geod. Az  |
 EY3336|                                                           dddmmss.s |
 EY3336| EY4827 BUFF RM 2                            19.900 METERS 01824     |
 EY3336| EY3416 GREAT                               APPROX.10.4 KM 2593924.1 |
 EY3336| EY4802 BLUFF POINT RM                      108.230 METERS 26843     |
 EY3336| EY4826 BUFF RM 1                            23.590 METERS 30448     |
 EY3336|---------------------------------------------------------------------|
 EY3336
 EY3336                          SUPERSEDED SURVEY CONTROL
 EY3336
 EY3336  NAD 83(1986)-  35 19 33.31965(N)    076 09 19.78711(W) AD(       ) 2
 EY3336  NAD 27      -  35 19 32.72400(N)    076 09 21.09600(W) AD(       ) 2
 EY3336
 EY3336.Superseded values are not recommended for survey control.
 EY3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3336.See file dsdata.txt to determine how the superseded data were derived.
 EY3336
 EY3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9497709800(NAD 83)
 EY3336_MARKER: DS = TRIANGULATION STATION DISK
 EY3336_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3336_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3336
 EY3336  HISTORY     - Date     Condition        Report By
 EY3336  HISTORY     - 1933     MONUMENTED       CGS
 EY3336  HISTORY     - 1949     GOOD             CGS
 EY3336  HISTORY     - 1974     MARK NOT FOUND   USGS
 EY3336
 EY3336                          STATION DESCRIPTION
 EY3336
 EY3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EY3336'ON THE NORTH SHORE OF PAMLICO SOUND, ON BLUFF POINT, AND ABOUT
 EY3336'THE CENTER OF THE SOUTH SHORE OF THE POINT, IN OPEN, FLAT MARSH,
 EY3336'COVERED WITH GRASS, AND WITHOUT NATURAL MARKERS.  THE SHORE ROUNDS
 EY3336'OFF GRADUALLY TO THE NORTHWARD, BOTH EAST AND WEST OF THE
 EY3336'STATION.  THE STATION IS LOCATED 40 YARDS FROM THE SHORE LINE,
 EY3336'ABOUT 44 YARDS EAST OF A SMALL BIGHT, AND 54 YARDS N.E. OF SHORE
 EY3336'LINE ON THE BIGHT.
 EY3336'
 EY3336'REFERENCE MARK NO.1 IS NORTH OF THE BIGHT AND N.W. OF THE
 EY3336'STATION.  REFERENCE MARK NO.2 IS NORTH OF THE STATION.
 EY3336'
 EY3336'THE OLD REFERENCE MARK (DISTANT 108.23 METERS) IS PROBABLY ONE
 EY3336'OF BLUFF POINT (1873).  SEE RECOVERY NOTE UNDER THAT NAME.
 EY3336'
 EY3336'HEIGHT OF SIGNAL ABOVE STATION MARK 11.9 METERS.
 EY3336
 EY3336                          STATION RECOVERY (1949)
 EY3336
 EY3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3336'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 EY3336'TO THE REFERENCE MARKS FROM THE STATION WERE MEASURED WITH A
 EY3336'STEEL TAPE AND FOUND TO BE CORRECT.  ORIGINAL DESCRIPTION
 EY3336'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3336'
 EY3336'STATION IS LOCATED ON THE N SHORE OF PAMLICO SOUND ON BLUFF
 EY3336'POINT, ABOUT THE CENTER OF THE S SHORE IN MARSH GRASS, 21.6 METERS
 EY3336'N AND 13 METERS NW OF THE APPARENT SHORELINE.  STATION IS A BRONZE
 EY3336'STATION DISK SET IN CONCRETE, STAMPED BUFF 1932, AND 2 INCHES
 EY3336'UNDER THE GROUND.
 EY3336'
 EY3336'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED NO 1 1932,
 EY3336'SET IN CONCRETE, AND 2 INCHES BELOW THE GROUND.  IT IS NW OF THE
 EY3336'STATION 29.3 METERS 65 DEG (MAG.) FROM THE APPARENT SHORELINE.
 EY3336'
 EY3336'REFERENCE MARK 2 IS N OF THE STATION.  IT IS A BRONZE REFERENCE
 EY3336'DISK, STAMPED NO 2 1932, SET IN CONCRETE, AND 1 INCH BELOW THE
 EY3336'GROUND.
 EY3336'
 EY3336'STATION CAN BE BEST REACHED BY BOAT.
 EY3336
 EY3336                          STATION RECOVERY (1974)
 EY3336
 EY3336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EY3336'STATION WAS SEARCHED FOR AND NOT FOUND.  IT IS PROBABLY DESTROYED
 EY3336'BY EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8748 ***********************************************************************
 AC8748  DESIGNATION -  BUFF
 AC8748  PID         -  AC8748
 AC8748  STATE/COUNTY-  NC/CATAWBA
 AC8748  USGS QUAD   -  DENVER (1993)
 AC8748
 AC8748                         *CURRENT SURVEY CONTROL
 AC8748  ___________________________________________________________________
 AC8748* NAD 83(2001)-  35 33 40.84219(N)    081 03 33.96486(W)     ADJUSTED  
 AC8748* NAVD 88     -       284.1    (meters)     932.     (feet)  VERTCON   
 AC8748  ___________________________________________________________________
 AC8748  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AC8748  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 AC8748  HORZ ORDER  -  SECOND
 AC8748
 AC8748.The horizontal coordinates were established by classical geodetic methods
 AC8748.and adjusted by the National Geodetic Survey in August 2005.
 AC8748
 AC8748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8748
 AC8748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8748
 AC8748.The geoid height was determined by GEOID03.
 AC8748
 AC8748;                    North         East     Units Scale Factor Converg.
 AC8748;SPC NC       -   202,870.215   422,926.599   MT  0.99988714   -1 11 19.1
 AC8748;SPC NC       -   665,583.36  1,387,551.68   sFT  0.99988714   -1 11 19.1
 AC8748;UTM  17      - 3,935,298.612   494,613.785   MT  0.99960036   -0 02 04.4
 AC8748
 AC8748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8748!SPC NC       -   0.99996036  x   0.99988714  =   0.99984751
 AC8748!UTM  17      -   0.99996036  x   0.99960036  =   0.99956074
 AC8748
 AC8748                          SUPERSEDED SURVEY CONTROL
 AC8748
 AC8748  NAD 83(1986)-  35 33 40.85432(N)    081 03 33.97102(W) AD(       ) 2
 AC8748  NGVD 29 (08/11/98)  284.3    (m)          933.     (f) VERT ANG    3  
 AC8748
 AC8748.Superseded values are not recommended for survey control.
 AC8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8748.See file dsdata.txt to determine how the superseded data were derived.
 AC8748
 AC8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9461435299(NAD 83)
 AC8748_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8748_STAMPING: BUFF 1986
 AC8748_MARK LOGO: NCGS  
 AC8748_PROJECTION: FLUSH
 AC8748_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC8748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8748+STABILITY: SURFACE MOTION
 AC8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8748+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 AC8748
 AC8748  HISTORY     - Date     Condition        Report By
 AC8748  HISTORY     - 1986     MONUMENTED       NCGS
 AC8748  HISTORY     - 19921103 GOOD             NCGS
 AC8748  HISTORY     - 19971215 GOOD             NCGS
 AC8748  HISTORY     - 20020323 GOOD             USPSQD
 AC8748  HISTORY     - 20051029 GOOD             USPSQD
 AC8748
 AC8748                          STATION DESCRIPTION
 AC8748
 AC8748'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AC8748'STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST OF TERRELL, AND 2.7 KM
 AC8748'(1.7 MI) NORTHWEST OF DENVER. ALONG NC 150 FOR 0.5 KM (0.3 MI) EAST
 AC8748'FROM NC 16 (AT KILLIAN CROSSROADS), OR 2.0 KM (1.2 MI) WEST OF SR 1853
 AC8748'(GRASSY CREEK ROAD), IN THE NORTHEAST CORNER OF THE BUFF RESIDENCE
 AC8748'YARD. MARK IS ABOUT LEVEL WITH THE HIGHWAY, AND IS RECESSED 1 INCH
 AC8748'BELOW GROUND.  LOCATED 5.49 M (18.01 FT) SOUTHEAST OF THE CENTERLINE
 AC8748'OF NC 150, 14.2 M (46.6 FT) SOUTHWEST OF THE CENTERLINE OF THE GOODSON
 AC8748'RESIDENCE PAVED DRIVEWAY, 33.83 M (110.99 FT) NORTHEAST OF THE
 AC8748'CENTERLINE OF THE BUFF RESIDENCE PAVED DRIVEWAY, 32.16 M (105.51 FT)
 AC8748'NORTHWEST OF THE NORTHWEST CORNER OF THE GOODSON RESIDENCE, 33.92 M
 AC8748'(111.29 FT) NORTH OF THE NORTHEAST CORNER OF THE BUFF RESIDENCE, 16.06
 AC8748'M (52.69 FT) NORTH-NORTHWEST OF A 10-INCH OAK, AND 40.66 M (133.40 FT)
 AC8748'NORTHEAST OF A TELEPHONE POLE WITH A REFERENCE TAG.
 AC8748
 AC8748                          STATION RECOVERY (1992)
 AC8748
 AC8748'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8748'RECOVERED AS DESCRIBED.
 AC8748
 AC8748                          STATION RECOVERY (1997)
 AC8748
 AC8748'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AC8748'RECOVERED AS DESCRIBED.
 AC8748
 AC8748                          STATION RECOVERY (2002)
 AC8748
 AC8748'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 AC8748'RECOVERED IN GOOD CONDITION.
 AC8748
 AC8748                          STATION RECOVERY (2005)
 AC8748
 AC8748'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC8748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8872 ***********************************************************************
 DG8872  HT_MOD      -  This is a Height Modernization Survey Station.
 DG8872  DESIGNATION -  BUFF
 DG8872  PID         -  DG8872
 DG8872  STATE/COUNTY-  NC/FORSYTH
 DG8872  USGS QUAD   -  KERNERSVILLE (1994)
 DG8872
 DG8872                         *CURRENT SURVEY CONTROL
 DG8872  ___________________________________________________________________
 DG8872* NAD 83(2007)-  36 07 15.78249(N)    080 06 25.79290(W)     ADJUSTED  
 DG8872* NAVD 88     -       293.62   (meters)     963.3    (feet)  GPS OBS   
 DG8872  ___________________________________________________________________
 DG8872  EPOCH DATE  -        2002.00
 DG8872  X           -     886,227.015 (meters)                     COMP
 DG8872  Y           -  -5,081,603.572 (meters)                     COMP
 DG8872  Z           -   3,739,203.889 (meters)                     COMP
 DG8872  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 DG8872  ELLIP HEIGHT-         261.254 (meters)          (02/10/07) ADJUSTED
 DG8872  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DG8872
 DG8872  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8872  Type    PID    Designation                      North   East  Ellip
 DG8872  -------------------------------------------------------------------
 DG8872  NETWORK DG8872 BUFF                              1.29   0.96   2.41
 DG8872  -------------------------------------------------------------------
 DG8872
 DG8872.The horizontal coordinates were established by GPS observations
 DG8872.and adjusted by the National Geodetic Survey in February 2007.
 DG8872
 DG8872.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8872.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8872.The horizontal coordinates are valid at the epoch date displayed above.
 DG8872.The epoch date for horizontal control is a decimal equivalence
 DG8872.of Year/Month/Day.
 DG8872
 DG8872.The orthometric height was determined by GPS observations and a
 DG8872.high-resolution geoid model.
 DG8872.The orthometric height was determined by GPS observations and a
 DG8872.high-resolution geoid model using precise GPS observation and
 DG8872.processing techniques.
 DG8872
 DG8872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8872
 DG8872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8872
 DG8872.The ellipsoidal height was determined by GPS observations
 DG8872.and is referenced to NAD 83.
 DG8872
 DG8872.The geoid height was determined by GEOID03.
 DG8872
 DG8872;                    North         East     Units Scale Factor Converg.
 DG8872;SPC NC       -   263,587.959   509,931.254   MT  0.99998759   -0 38 20.5
 DG8872;SPC NC       -   864,788.16  1,672,999.46   sFT  0.99998759   -0 38 20.5
 DG8872;UTM  17      - 3,997,743.932   580,346.967   MT  0.99967954   +0 31 34.9
 DG8872
 DG8872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8872!SPC NC       -   0.99995900  x   0.99998759  =   0.99994659
 DG8872!UTM  17      -   0.99995900  x   0.99967954  =   0.99963855
 DG8872
 DG8872:                Primary Azimuth Mark                     Grid Az
 DG8872:SPC NC       -  GRACE                                    104 45 42.4
 DG8872:UTM  17      -  GRACE                                    103 35 47.0
 DG8872
 DG8872|---------------------------------------------------------------------|
 DG8872| PID    Reference Object                     Distance      Geod. Az  |
 DG8872|                                                           dddmmss.s |
 DG8872| DG8875 GRACE                               460.910 METERS 1040721.9 |
 DG8872|---------------------------------------------------------------------|
 DG8872
 DG8872                          SUPERSEDED SURVEY CONTROL
 DG8872
 DG8872  NAD 83(1986)-  36 07 15.78888(N)    080 06 25.80029(W) AD(       ) 1
 DG8872  NAD 83(2001)-  36 07 15.78257(N)    080 06 25.79258(W) AD(       ) 1
 DG8872  ELLIP H (01/05/05)  261.257  (m)                       GP(       ) 4 2
 DG8872
 DG8872.Superseded values are not recommended for survey control.
 DG8872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8872.See file dsdata.txt to determine how the superseded data were derived.
 DG8872
 DG8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8034797744(NAD 83)
 DG8872_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8872_STAMPING: BUFF 2001
 DG8872_MARK LOGO: NCGS  
 DG8872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8872+STABILITY: SURFACE MOTION
 DG8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8872+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG8872
 DG8872  HISTORY     - Date     Condition        Report By
 DG8872  HISTORY     - 2001     MONUMENTED       NCGS
 DG8872
 DG8872                          STATION DESCRIPTION
 DG8872
 DG8872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG8872'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) WEST OF KERNERSVILLE. ALONG
 DG8872'HOPKINS ROAD FOR 1.10 MI (1.77 KM) SOUTHEAST FROM NC 66-WEST MOUNTAIN
 DG8872'STREET, ON THE SOUTHWEST SIDE OF THE ROAD. MARK IS ABOUT 1-FOOT LOWER
 DG8872'THAN HOPKINS ROAD AND IS RECESSED 2-INCHES BELOW GROUND.  LOCATED 30.5
 DG8872'FT (9.3 M) SOUTHWEST OF THE CENTERLINE OF HOPKINS ROAD, 51.5 FT (15.7
 DG8872'M) NORTH-NORTHEAST OF THE CENTERLINE OF BLUFF SCHOOL ROAD, 6.9 FT (2.1
 DG8872'M) NORTHWEST OF A FIBERGLASS SOUTHERN BELL WARNING POST, 11.1 FT (3.4
 DG8872'M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BRICK SIGN, AND 17.4
 DG8872'FT (5.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF A 3-RAIL PLASTIC
 DG8872'FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY5801 ***********************************************************************
 EY5801  DESIGNATION -  BUFF GPS
 EY5801  PID         -  EY5801
 EY5801  STATE/COUNTY-  NC/HYDE
 EY5801  USGS QUAD   -  BLUFF POINT (1951)
 EY5801
 EY5801                         *CURRENT SURVEY CONTROL
 EY5801  ___________________________________________________________________
 EY5801* NAD 83(1986)-  35 20 29.37081(N)    076 11 50.68767(W)     ADJUSTED  
 EY5801* NAVD 88     -         0.7    (meters)       2.     (feet)  VERTCON   
 EY5801  ___________________________________________________________________
 EY5801  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EY5801  GEOID HEIGHT-         -38.18  (meters)                     GEOID03
 EY5801  HORZ ORDER  -  SECOND
 EY5801
 EY5801.The horizontal coordinates were established by GPS observations
 EY5801.and adjusted by the National Geodetic Survey in August 1992.
 EY5801
 EY5801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY5801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY5801
 EY5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY5801
 EY5801.The geoid height was determined by GEOID03.
 EY5801
 EY5801;                    North         East     Units Scale Factor Converg.
 EY5801;SPC NC       -   180,139.988   864,310.785   MT  0.99987381   +1 37 03.3
 EY5801;SPC NC       -   591,009.28  2,835,659.63   sFT  0.99987381   +1 37 03.3
 EY5801;UTM  18      - 3,911,572.054   391,187.311   MT  0.99974591   -0 41 33.8
 EY5801
 EY5801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY5801!SPC NC       -   1.00000589  x   0.99987381  =   0.99987969
 EY5801!UTM  18      -   1.00000589  x   0.99974591  =   0.99975179
 EY5801
 EY5801                          SUPERSEDED SURVEY CONTROL
 EY5801
 EY5801  NGVD 29 (08/11/92)    1.0    (m)            3.     (f) GPS OBS     3  
 EY5801
 EY5801.Superseded values are not recommended for survey control.
 EY5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY5801.See file dsdata.txt to determine how the superseded data were derived.
 EY5801
 EY5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9118711572(NAD 83)
 EY5801_MARKER: DD = SURVEY DISK
 EY5801_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY5801_SP_SET: IRREGULAR CONCRETE MASS
 EY5801_STAMPING: BUFF GPS 1991
 EY5801_MARK LOGO: NOS   
 EY5801_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EY5801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY5801+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EY5801
 EY5801  HISTORY     - Date     Condition        Report By
 EY5801  HISTORY     - 1991     MONUMENTED       NOS
 EY5801
 EY5801                          STATION DESCRIPTION
 EY5801
 EY5801'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 EY5801'THE STATION IS LOCATED ON THE WEST SIDE OF WEST BLUFF BAY IN THE
 EY5801'NORTHERN PART OF PAMLICO SOUND SOUTH EAST OF THE TOWN OF
 EY5801'SWANQUARTER.
 EY5801'TO REACH FROM THE BOAT RAMP IN SWANQUARTER PROCEED SOUTH
 EY5801'EAST PAST THE NORTHERN TIP OF GREAT ISLAND, TO THE WEST SIDE OF WEST
 EY5801'BLUFF BAY AND TO STATION AS DESCRIBED.
 EY5801'THE STATION IS LOCATED ON THE
 EY5801'SOUTH EAST PART OF AN AREA KNOWN AS LAKE LANDING, IN MARSH GRASS 30 FT
 EY5801'(9.14 M) NORTH WEST OF THE HIGH WATER LINE AND 3 FT (0.91 M) SOUTH
 EY5801'EAST OF AN ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2668 ***********************************************************************
 EZ2668  DESIGNATION -  BUFFALO
 EZ2668  PID         -  EZ2668
 EZ2668  STATE/COUNTY-  NC/WAKE
 EZ2668  USGS QUAD   -  LAKE WHEELER (1993)
 EZ2668
 EZ2668                         *CURRENT SURVEY CONTROL
 EZ2668  ___________________________________________________________________
 EZ2668* NAD 83(2001)-  35 40 28.41201(N)    078 38 08.31189(W)     ADJUSTED  
 EZ2668* NAVD 88     -        79.798  (meters)     261.80   (feet)  ADJUSTED  
 EZ2668  ___________________________________________________________________
 EZ2668  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 EZ2668  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 EZ2668  DYNAMIC HT  -          79.728 (meters)     261.57  (feet)  COMP
 EZ2668  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 EZ2668
 EZ2668  HORZ ORDER  -  SECOND
 EZ2668  VERT ORDER  -  SECOND    CLASS I
 EZ2668
 EZ2668.The horizontal coordinates were established by classical geodetic methods
 EZ2668.and adjusted by the National Geodetic Survey in August 2005.
 EZ2668
 EZ2668.The orthometric height was determined by differential leveling
 EZ2668.and adjusted in June 1991.
 EZ2668
 EZ2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2668
 EZ2668.The geoid height was determined by GEOID03.
 EZ2668
 EZ2668.The dynamic height is computed by dividing the NAVD 88
 EZ2668.geopotential number by the normal gravity value computed on the
 EZ2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2668.degrees latitude (g = 980.6199 gals.).
 EZ2668
 EZ2668.The modeled gravity was interpolated from observed gravity values.
 EZ2668
 EZ2668;                    North         East     Units Scale Factor Converg.
 EZ2668;SPC NC       -   213,554.274   642,584.127   MT  0.99989974   +0 12 37.1
 EZ2668;SPC NC       -   700,635.98  2,108,211.42   sFT  0.99989974   +0 12 37.1
 EZ2668;UTM  17      - 3,950,428.941   713,985.615   MT  1.00016429   +1 22 45.7
 EZ2668
 EZ2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2668!SPC NC       -   0.99999268  x   0.99989974  =   0.99989242
 EZ2668!UTM  17      -   0.99999268  x   1.00016429  =   1.00015696
 EZ2668
 EZ2668                          SUPERSEDED SURVEY CONTROL
 EZ2668
 EZ2668  NAD 83(1986)-  35 40 28.42089(N)    078 38 08.32234(W) AD(       ) 2
 EZ2668  NGVD 29 (12/03/90)   80.04   (m)          262.6    (f) LEVELING    3  
 EZ2668
 EZ2668.Superseded values are not recommended for survey control.
 EZ2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2668.See file dsdata.txt to determine how the superseded data were derived.
 EZ2668
 EZ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1398650429(NAD 83)
 EZ2668_MARKER: DE = TRAVERSE STATION DISK
 EZ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2668_SP_SET: CONCRETE POST
 EZ2668_STAMPING: BUFFALO 1978
 EZ2668_MARK LOGO: NCGS  
 EZ2668_PROJECTION: RECESSED 10 CENTIMETERS
 EZ2668_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2668+STABILITY: SURFACE MOTION
 EZ2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2668+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 EZ2668
 EZ2668  HISTORY     - Date     Condition        Report By
 EZ2668  HISTORY     - 1978     MONUMENTED       NCGS
 EZ2668  HISTORY     - 1978     GOOD             NCGS
 EZ2668  HISTORY     - 20050530 GOOD             USPSQD
 EZ2668  HISTORY     - 20060919 GOOD             USPSQD
 EZ2668
 EZ2668                          STATION DESCRIPTION
 EZ2668
 EZ2668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EZ2668'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHWEST OF GARNER.
 EZ2668'
 EZ2668'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2713 (VANDORA
 EZ2668'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG
 EZ2668'SR 2711 FOR 1.15 MILES TO STATION ON THE RIGHT IN SHOULDER,
 EZ2668'APPROXIMATELY 50 FEET NORTH OF POINT OF WOODS AND 0.3 MILE NORTHWEST
 EZ2668'OF SR 2711 BRIDGE OVER LAKE BENSON.
 EZ2668'
 EZ2668'STATION MARK IS A STANDARD DISK STAMPED---BUFFALOE 1978---SET IN THE
 EZ2668'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 EZ2668'THE MARK IS 12.8 FEET SOUTHWEST OF CENTERLINE OF SR 2711, 78.1 FEET
 EZ2668'NORTH-NORTHWEST OF 3 INCH WHITE PINE WITH REFERENCE TAG, 133.3 FEET
 EZ2668'NORTHEAST OF 20 INCH GUM WITH REFERENCE TAG AND 48.5 FEET WEST OF
 EZ2668'FIELD DIVISION DITCH ACROSS ROAD.
 EZ2668
 EZ2668                          STATION RECOVERY (1978)
 EZ2668
 EZ2668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ2668'2.8 MI SW FROM GARNER.
 EZ2668'TO REACH STATION FROM THE WYE INTERSECTION OF SR 2713 (VANDORA
 EZ2668'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG
 EZ2668'SR 2711 FOR 1.15 MILES TO STATION ON RIGHT IN SHOULDER, APPROXIMATELY
 EZ2668'50 FEET NORTH OF POINT OF WOODS AND 0.3 MILE NORTHWEST OF SR 2711
 EZ2668'BRIDGE OVER LAKE BENSON, 12.8 FEET SOUTHWEST OF CENTERLINE OF SR 2711,
 EZ2668'78.1 FEET NORTH-NORTHWEST OF 3 INCH WHITE PINE WITH REFERENCE TAG,
 EZ2668'133.3 FEET NORTHEAST OF 20 INCH GUM WITH REFERENCE TAG, 48.5 FEET
 EZ2668'WEST OF FIELD DIVISION DITCH ACROSS ROAD.
 EZ2668'THE MARK IS ABOVE LEVEL WITH ROAD.
 EZ2668
 EZ2668                          STATION RECOVERY (2005)
 EZ2668
 EZ2668'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ2668'N 35 40.475
 EZ2668'W 078 38.139
 EZ2668
 EZ2668                          STATION RECOVERY (2006)
 EZ2668
 EZ2668'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2062 ***********************************************************************
 EZ2062  DESIGNATION -  BUFFALO
 EZ2062  PID         -  EZ2062
 EZ2062  STATE/COUNTY-  NC/LEE
 EZ2062  USGS QUAD   -  SANFORD (1981)
 EZ2062
 EZ2062                         *CURRENT SURVEY CONTROL
 EZ2062  ___________________________________________________________________
 EZ2062* NAD 83(2001)-  35 28 06.31318(N)    079 12 11.18561(W)     ADJUSTED  
 EZ2062* NAVD 88     -       104.746  (meters)     343.65   (feet)  ADJUSTED  
 EZ2062  ___________________________________________________________________
 EZ2062  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EZ2062  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EZ2062  DYNAMIC HT  -         104.655 (meters)     343.36  (feet)  COMP
 EZ2062  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 EZ2062
 EZ2062  HORZ ORDER  -  SECOND
 EZ2062  VERT ORDER  -  FIRST     CLASS II
 EZ2062
 EZ2062.The horizontal coordinates were established by classical geodetic methods
 EZ2062.and adjusted by the National Geodetic Survey in August 2005.
 EZ2062
 EZ2062.The orthometric height was determined by differential leveling
 EZ2062.and adjusted in June 1991.
 EZ2062
 EZ2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2062
 EZ2062.The geoid height was determined by GEOID03.
 EZ2062
 EZ2062.The dynamic height is computed by dividing the NAVD 88
 EZ2062.geopotential number by the normal gravity value computed on the
 EZ2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2062.degrees latitude (g = 980.6199 gals.).
 EZ2062
 EZ2062.The modeled gravity was interpolated from observed gravity values.
 EZ2062
 EZ2062;                    North         East     Units Scale Factor Converg.
 EZ2062;SPC NC       -   190,643.852   591,168.456   MT  0.99987972   -0 07 02.0
 EZ2062;SPC NC       -   625,470.70  1,939,525.18   sFT  0.99987972   -0 07 02.0
 EZ2062;UTM  17      - 3,926,474.862   663,038.351   MT  0.99992758   +1 02 34.4
 EZ2062
 EZ2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2062!SPC NC       -   0.99998851  x   0.99987972  =   0.99986823
 EZ2062!UTM  17      -   0.99998851  x   0.99992758  =   0.99991609
 EZ2062
 EZ2062:                Primary Azimuth Mark                     Grid Az
 EZ2062:SPC NC       -  GADDY                                    276 13 50.2
 EZ2062:UTM  17      -  GADDY                                    275 04 13.8
 EZ2062
 EZ2062|---------------------------------------------------------------------|
 EZ2062| PID    Reference Object                     Distance      Geod. Az  |
 EZ2062|                                                           dddmmss.s |
 EZ2062| EZ3387 GADDY                               422.018 METERS 2760648.2 |
 EZ2062|---------------------------------------------------------------------|
 EZ2062
 EZ2062                          SUPERSEDED SURVEY CONTROL
 EZ2062
 EZ2062  NAD 83(1986)-  35 28 06.31604(N)    079 12 11.18932(W) AD(       ) 2
 EZ2062  NAD 27      -  35 28 05.75826(N)    079 12 12.11083(W) AD(       ) 2
 EZ2062  NGVD 29 (10/06/93)  104.981  (m)          344.43   (f) ADJUSTED    1 2
 EZ2062
 EZ2062.Superseded values are not recommended for survey control.
 EZ2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2062.See file dsdata.txt to determine how the superseded data were derived.
 EZ2062
 EZ2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6303826475(NAD 83)
 EZ2062_MARKER: DE = TRAVERSE STATION DISK
 EZ2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2062_SP_SET: CONCRETE POST
 EZ2062_STAMPING: BUFFALO 1970
 EZ2062_MARK LOGO: NCGS  
 EZ2062_PROJECTION: FLUSH
 EZ2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2062+STABILITY: SURFACE MOTION
 EZ2062
 EZ2062  HISTORY     - Date     Condition        Report By
 EZ2062  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2062  HISTORY     - 1980     GOOD             NCGS
 EZ2062  HISTORY     - 1980     GOOD             NCGS
 EZ2062
 EZ2062                          STATION DESCRIPTION
 EZ2062
 EZ2062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2062'BUFFALO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2062'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ2062'
 EZ2062'BUFFALO IS LOCATED APPROXIMATELY 2.2 MILES WEST OF SANFORD.  STATION
 EZ2062'IS IN THE MEDIAN OF US 1, US 15 AND US 501 AT THE SOUTH END OF THE
 EZ2062'BRIDGE OVER NC 42, NEAR THE WEST EDGE OF SANFORD.
 EZ2062'
 EZ2062'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUFFALO
 EZ2062'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2062'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2062'
 EZ2062'MARK IS--
 EZ2062'28.2 FEET W OF C/L OF N BOUND TRAFFIC OF US 1, 15 AND 501.
 EZ2062'26.0 FEET E OF C/L OF S BOUND TRAFFIC OF US 1, 15 AND 501.
 EZ2062'10.6 FEET E OF SE CORNER OF BRIDGE FOR S BOUND TRAFFIC.
 EZ2062'16.9 FEET W OF SW CORNER OF BRIDGE FOR N BOUND TRAFFIC.
 EZ2062'15.1 FEET NW OF ALUMINUM REF. TAG ON 4X4 CLEARANCE SIGN.
 EZ2062'5.1 FEET S OF EDGE OF HEADWALL.
 EZ2062
 EZ2062                          STATION RECOVERY (1980)
 EZ2062
 EZ2062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2062'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EZ2062
 EZ2062                          STATION RECOVERY (1980)
 EZ2062
 EZ2062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2062'2.2 MI WEST FROM SANFORD.
 EZ2062'IN THE MEDIAN AT THE SOUTH END OF U.S. 1-15-501 BYPASS OVERPASS OF
 EZ2062'N.C. 42 SOUTHWEST OF SANFORD, 5.1 FEET SOUTH OF SOUTH EDGE OF
 EZ2062'HEADWALL, 28.2 FEET WEST OF CENTERLINE OF NORTHBOUND LANES, 26.0 FEET
 EZ2062'EAST OF CENTERLINE OF SOUTHBOUND LANES, 10.6 FEET EAST OF SOUTHEAST
 EZ2062'CORNER OF WEST BRIDGE AND 16.9 FEET WEST OF SOUTHWEST CORNER OF EAST
 EZ2062'BRIDGE.
 EZ2062'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2863 ***********************************************************************
 FA2863  DESIGNATION -  BUFFALO
 FA2863  PID         -  FA2863
 FA2863  STATE/COUNTY-  NC/IREDELL
 FA2863  USGS QUAD   -  STONY POINT (1970)
 FA2863
 FA2863                         *CURRENT SURVEY CONTROL
 FA2863  ___________________________________________________________________
 FA2863* NAD 83(2001)-  35 45 23.46018(N)    081 02 34.47245(W)     ADJUSTED  
 FA2863* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 FA2863  ___________________________________________________________________
 FA2863  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FA2863  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 FA2863  HORZ ORDER  -  SECOND
 FA2863
 FA2863.The horizontal coordinates were established by classical geodetic methods
 FA2863.and adjusted by the National Geodetic Survey in August 2005.
 FA2863
 FA2863.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2863
 FA2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2863
 FA2863.The geoid height was determined by GEOID03.
 FA2863
 FA2863;                    North         East     Units Scale Factor Converg.
 FA2863;SPC NC       -   224,487.297   424,869.897   MT  0.99991130   -1 10 44.8
 FA2863;SPC NC       -   736,505.41  1,393,927.32   sFT  0.99991130   -1 10 44.8
 FA2863;UTM  17      - 3,956,943.996   496,120.860   MT  0.99960019   -0 01 30.3
 FA2863
 FA2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2863!SPC NC       -   0.99996445  x   0.99991130  =   0.99987575
 FA2863!UTM  17      -   0.99996445  x   0.99960019  =   0.99956465
 FA2863
 FA2863:                Primary Azimuth Mark                     Grid Az
 FA2863:SPC NC       -  TOILETS                                  067 01 25.3
 FA2863:UTM  17      -  TOILETS                                  065 52 10.8
 FA2863
 FA2863|---------------------------------------------------------------------|
 FA2863| PID    Reference Object                     Distance      Geod. Az  |
 FA2863|                                                           dddmmss.s |
 FA2863| FA2861 TOILETS                             APPROX. 1.6 KM 0655040.5 |
 FA2863|---------------------------------------------------------------------|
 FA2863
 FA2863                          SUPERSEDED SURVEY CONTROL
 FA2863
 FA2863  NAD 83(1986)-  35 45 23.46772(N)    081 02 34.48046(W) AD(       ) 2
 FA2863  NAD 27      -  35 45 22.98897(N)    081 02 35.19783(W) AD(       ) 2
 FA2863  NGVD 29 (07/19/86)  258.8    (m)          849.     (f) VERT ANG    3  
 FA2863
 FA2863.Superseded values are not recommended for survey control.
 FA2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2863.See file dsdata.txt to determine how the superseded data were derived.
 FA2863
 FA2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9612156944(NAD 83)
 FA2863_MARKER: DE = TRAVERSE STATION DISK
 FA2863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2863_SP_SET: CONCRETE POST
 FA2863_STAMPING: BUFFALO 1974
 FA2863_MARK LOGO: NCGS  
 FA2863_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2863+STABILITY: SURFACE MOTION
 FA2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2863+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1990
 FA2863
 FA2863  HISTORY     - Date     Condition        Report By
 FA2863  HISTORY     - 1974     MONUMENTED       NCGS
 FA2863  HISTORY     - 1974     GOOD             NCGS
 FA2863  HISTORY     - 19901219 GOOD             NCGS
 FA2863
 FA2863                          STATION DESCRIPTION
 FA2863
 FA2863'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2863'BUFFALO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2863'THE VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2863'
 FA2863'BUFFALO IS LOCATED APPROXIMATELY 9.1 MILES WEST OF STATESVILLE,
 FA2863'AND 1.4 MILES SE OF SMALL COMMUNITY OF SHARON.  TO REACH STATION
 FA2863'FROM THE CENTER OF THE I-40 BRIDGE OVER THE CATAWBA RIVER WEST OF
 FA2863'STATESVILLE, PROCEED ENE ALONG I-40 FOR 2.5 MILES TO THE SR 1505
 FA2863'UNDERPASS AND STATION AT NW CORNER OF I-40 WEST BOUND LANE BRIDGE.
 FA2863'0.15 MILE EAST OF I-40 BRIDGE OVER BUFFALO SHOALS CREEK.
 FA2863'
 FA2863'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2863'BUFFALO 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2863'WHICH IS FLUSH WITH THE GROUND.
 FA2863'
 FA2863'MARK IS 18.5 FT NNW OF C/L OF I-40 WEST BOUND LANE.
 FA2863'
 FA2863'4.0 FT W OF THE WEST END OF BRIDGE RAIL.
 FA2863'
 FA2863'3.0 FT E OF THE NW END OF LOOPING CURB.
 FA2863
 FA2863                          STATION RECOVERY (1974)
 FA2863
 FA2863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 FA2863'RECOVERED IN GOOD CONDITION.
 FA2863
 FA2863                          STATION RECOVERY (1990)
 FA2863
 FA2863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4270 ***********************************************************************
 EZ4270  DESIGNATION -  BUFFALO
 EZ4270  PID         -  EZ4270
 EZ4270  STATE/COUNTY-  NC/JOHNSTON
 EZ4270  USGS QUAD   -  FLOWERS (1973)
 EZ4270
 EZ4270                         *CURRENT SURVEY CONTROL
 EZ4270  ___________________________________________________________________
 EZ4270* NAD 83(2001)-  35 41 47.73256(N)    078 20 26.57434(W)     ADJUSTED  
 EZ4270* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 EZ4270  ___________________________________________________________________
 EZ4270  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EZ4270  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EZ4270  HORZ ORDER  -  SECOND
 EZ4270
 EZ4270.The horizontal coordinates were established by classical geodetic methods
 EZ4270.and adjusted by the National Geodetic Survey in August 2005.
 EZ4270
 EZ4270.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4270
 EZ4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4270
 EZ4270.The geoid height was determined by GEOID03.
 EZ4270
 EZ4270;                    North         East     Units Scale Factor Converg.
 EZ4270;SPC NC       -   216,136.313   669,265.392   MT  0.99990265   +0 22 49.9
 EZ4270;SPC NC       -   709,107.22  2,195,748.21   sFT  0.99990265   +0 22 49.9
 EZ4270;UTM  17      - 3,953,556.514   740,617.521   MT  1.00031350   +1 33 08.7
 EZ4270
 EZ4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4270!SPC NC       -   0.99999410  x   0.99990265  =   0.99989675
 EZ4270!UTM  17      -   0.99999410  x   1.00031350  =   1.00030760
 EZ4270
 EZ4270                          SUPERSEDED SURVEY CONTROL
 EZ4270
 EZ4270  NAD 83(1986)-  35 41 47.73876(N)    078 20 26.58523(W) AD(       ) 2
 EZ4270  NAD 27      -  35 41 47.17167(N)    078 20 27.58314(W) AD(       ) 2
 EZ4270  NGVD 29 (07/19/86)   72.0    (m)          236.     (f) VERT ANG    3  
 EZ4270
 EZ4270.Superseded values are not recommended for survey control.
 EZ4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4270.See file dsdata.txt to determine how the superseded data were derived.
 EZ4270
 EZ4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4061853557(NAD 83)
 EZ4270_MARKER: DE = TRAVERSE STATION DISK
 EZ4270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4270_STAMPING: BUFFALO 1972
 EZ4270_MARK LOGO: NCGS  
 EZ4270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4270+STABILITY: SURFACE MOTION
 EZ4270
 EZ4270  HISTORY     - Date     Condition        Report By
 EZ4270  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4270  HISTORY     - 20060818 MARK NOT FOUND   GEOCAC
 EZ4270
 EZ4270                          STATION DESCRIPTION
 EZ4270
 EZ4270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4270'BUFFALO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4270'VICINITY OF ARCHERS LODGE, NORTH CAROLINA.
 EZ4270'
 EZ4270'BUFFALO IS LOCATED APPROXIMATELY 2.0 MILES ENE OF ARCHERS LODGE AND
 EZ4270'3.4 MILES SOUTHWEST OF CORINTH HOLDER.  TO REACH STATION FROM THE
 EZ4270'INTERSECTION OF SR 1700 AND SR 1003 IN ARCHERS LODGE, PROCEED EAST
 EZ4270'ALONG SR 1700 FOR 1.9 MILES TO STATION ON LEFT BANK, 0.15 MILE
 EZ4270'EAST OF SR 1700 BRIDGE OVER BUFFALO CREEK AND APPROXIMATELY 35
 EZ4270'FEET SOUTH OF AN OPEN FIELD.
 EZ4270'
 EZ4270'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUFFALO
 EZ4270'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ4270'INCHES ABOVE THE GROUND.
 EZ4270'
 EZ4270'MARK IS
 EZ4270'22.3 FEET N OF C/L OF SR 1700.
 EZ4270'107.9 FEET ESE OF 14 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4270'10.3 FEET SSE OF PP 248 WITH ALUMINUM REF. TAG.
 EZ4270'48.7 FEET SW OF PINE TREE WITH ALUMINUM REF. TAG.
 EZ4270
 EZ4270                          STATION RECOVERY (2006)
 EZ4270
 EZ4270'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ4270'STATION BUFFALO NOT FOUND. A NEW POWER POLE HAS BEEN SET. CPL STATION
 EZ4270'LV10 (1993) WAS OBSERVED NINE FEET EAST NORTHEAST OF THE NEW POLE,
 EZ4270'WHICH IS NO. CJ35BF. THE MONUMENT FOR LV10 PROJECTS TWO INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2565 ***********************************************************************
 FZ2565  HT_MOD      -  This is a Height Modernization Survey Station.
 FZ2565  DESIGNATION -  BUFFALO
 FZ2565  PID         -  FZ2565
 FZ2565  STATE/COUNTY-  NC/ASHE
 FZ2565  USGS QUAD   -  WARRENSVILLE (1966)
 FZ2565
 FZ2565                         *CURRENT SURVEY CONTROL
 FZ2565  ___________________________________________________________________
 FZ2565* NAD 83(2007)-  36 24 27.91576(N)    081 34 48.37833(W)     ADJUSTED  
 FZ2565* NAVD 88     -      1135.93   (meters)    3726.8    (feet)  GPS OBS   
 FZ2565  ___________________________________________________________________
 FZ2565  EPOCH DATE  -        2002.00
 FZ2565  X           -     752,656.267 (meters)                     COMP
 FZ2565  Y           -  -5,084,760.364 (meters)                     COMP
 FZ2565  Z           -   3,765,356.988 (meters)                     COMP
 FZ2565  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FZ2565  ELLIP HEIGHT-        1104.962 (meters)          (02/10/07) ADJUSTED
 FZ2565  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 FZ2565
 FZ2565  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2565  Type    PID    Designation                      North   East  Ellip
 FZ2565  -------------------------------------------------------------------
 FZ2565  NETWORK FZ2565 BUFFALO                           0.37   0.29   1.04
 FZ2565  -------------------------------------------------------------------
 FZ2565
 FZ2565.The horizontal coordinates were established by GPS observations
 FZ2565.and adjusted by the National Geodetic Survey in February 2007.
 FZ2565
 FZ2565.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2565.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2565.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2565.The epoch date for horizontal control is a decimal equivalence
 FZ2565.of Year/Month/Day.
 FZ2565
 FZ2565.The orthometric height was determined by GPS observations and a
 FZ2565.high-resolution geoid model.
 FZ2565.The orthometric height was determined by GPS observations and a
 FZ2565.high-resolution geoid model using precise GPS observation and
 FZ2565.processing techniques.
 FZ2565
 FZ2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2565
 FZ2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2565
 FZ2565.The ellipsoidal height was determined by GPS observations
 FZ2565.and is referenced to NAD 83.
 FZ2565
 FZ2565.The geoid height was determined by GEOID03.
 FZ2565
 FZ2565;                    North         East     Units Scale Factor Converg.
 FZ2565;SPC NC       -   297,854.408   378,181.297   MT  1.00007622   -1 29 21.0
 FZ2565;SPC NC       -   977,210.67  1,240,749.81   sFT  1.00007622   -1 29 21.0
 FZ2565;UTM  17      - 4,029,332.202   447,986.715   MT  0.99963333   -0 20 39.5
 FZ2565
 FZ2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2565!SPC NC       -   0.99982661  x   1.00007622  =   0.99990282
 FZ2565!UTM  17      -   0.99982661  x   0.99963333  =   0.99946001
 FZ2565
 FZ2565                          SUPERSEDED SURVEY CONTROL
 FZ2565
 FZ2565  NAD 83(2001)-  36 24 27.91623(N)    081 34 48.37832(W) AD(       ) 1
 FZ2565  ELLIP H (03/13/03) 1104.961  (m)                       GP(       ) 4 2
 FZ2565  NAD 83(1995)-  36 24 27.91667(N)    081 34 48.37838(W) AD(       ) 1
 FZ2565  NAD 83(1993)-  36 24 27.92108(N)    081 34 48.38245(W) AD(       ) 1
 FZ2565  NAD 83(1986)-  36 24 27.92734(N)    081 34 48.38280(W) AD(       ) 2
 FZ2565  NAD 83(1986)-  36 24 27.92734(N)    081 34 48.38280(W) AD(       ) 1
 FZ2565  NAD 83(1986)-  36 24 27.93056(N)    081 34 48.41973(W) AD(       ) 2
 FZ2565  NAVD 88 (07/27/00) 1135.88   (m)         3726.6    (f) LEVELING    3  
 FZ2565  NGVD 29 (10/27/97) 1135.93   (m)         3726.8    (f) LEVELING    3  
 FZ2565
 FZ2565.Superseded values are not recommended for survey control.
 FZ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2565.See file dsdata.txt to determine how the superseded data were derived.
 FZ2565
 FZ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA4798729332(NAD 83)
 FZ2565_MARKER: DE = TRAVERSE STATION DISK
 FZ2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2565_SP_SET: CONCRETE POST
 FZ2565_STAMPING: BUFFALO 1979
 FZ2565_MARK LOGO: NCGS  
 FZ2565_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2565+STABILITY: SURFACE MOTION
 FZ2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2565+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 FZ2565
 FZ2565  HISTORY     - Date     Condition        Report By
 FZ2565  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2565  HISTORY     - 1979     GOOD             NCGS
 FZ2565  HISTORY     - 19910625 GOOD             NCGS
 FZ2565  HISTORY     - 19930624 GOOD             NCGS
 FZ2565  HISTORY     - 19970619 GOOD             NCGS
 FZ2565  HISTORY     - 20031104 GOOD             NCGS
 FZ2565
 FZ2565                          STATION DESCRIPTION
 FZ2565
 FZ2565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2565'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTHEAST OF CRESTON,
 FZ2565'AND 6.2 MILES WEST OF JEFFERSON IN THE HIGHEST GAP ALONG SR 1125
 FZ2565'BETWEEN THREE TOP MOUNTAIN AND BLUFF MOUNTAIN.
 FZ2565'
 FZ2565'TO REACH THE STATION FROM THE ASHE COUNTY COURTHOUSE IN JEFFERSON,
 FZ2565'PROCEED NORTHWEST ALONG NC 88 FOR 2.7 MILES TO SR 1131 ON LEFT, THENCE
 FZ2565'SOUTHWESTERLY ALONG SR 1131 (PASSING PRISON) AND SR 1133 AND SR 1125
 FZ2565'AS THESE ROADS CONTINUE UP BUFFALO CREEK VALLEY FOR 5.5 MILES TO GAP
 FZ2565'ALONG THE HIGHEST RIDGE BETWEEN MOUNTAINS AND STATION ON LEFT ALONG
 FZ2565'FENCE LINE.
 FZ2565'
 FZ2565'STATION MARK IS A STANDARD DISK STAMPED---BUFFALO 1979---SET IN TOP OF
 FZ2565'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.THE MARK IS
 FZ2565'26.0 FEET EAST-SOUTHEAST OF CENTERLINE OF SR 1125, 3.3 FEET WEST OF
 FZ2565'FENCE POST WITH REFERENCE TAG, 148.3 FEET SOUTH OF POWER POLE WITH
 FZ2565'REFERENCE TAG, AND 178.3 FEET NORTH-NORTHEAST OF POWER POLE WITH
 FZ2565'REFERENCE TAG.
 FZ2565
 FZ2565                          STATION RECOVERY (1979)
 FZ2565
 FZ2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FZ2565'RECOVERED IN GOOD CONDITION.
 FZ2565
 FZ2565                          STATION RECOVERY (1991)
 FZ2565
 FZ2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2565'RECOVERED IN GOOD CONDITION.
 FZ2565
 FZ2565                          STATION RECOVERY (1993)
 FZ2565
 FZ2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (GWT)
 FZ2565'RECOVERED AS DESCRIBED.
 FZ2565
 FZ2565                          STATION RECOVERY (1997)
 FZ2565
 FZ2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FZ2565'RECOVERED AS DESCRIBED.
 FZ2565
 FZ2565                          STATION RECOVERY (2003)
 FZ2565
 FZ2565'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ2565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4894 ***********************************************************************
 FA4894  DESIGNATION -  BUFFALO
 FA4894  PID         -  FA4894
 FA4894  STATE/COUNTY-  NC/LINCOLN
 FA4894  USGS QUAD   -  MAIDEN (1993)
 FA4894
 FA4894                         *CURRENT SURVEY CONTROL
 FA4894  ___________________________________________________________________
 FA4894* NAD 83(2001)-  35 31 48.30382(N)    081 11 33.61502(W)     ADJUSTED  
 FA4894* NAVD 88     -       302.0    (meters)     991.     (feet)  VERTCON   
 FA4894  ___________________________________________________________________
 FA4894  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FA4894  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 FA4894  HORZ ORDER  -  SECOND
 FA4894
 FA4894.The horizontal coordinates were established by classical geodetic methods
 FA4894.and adjusted by the National Geodetic Survey in August 2005.
 FA4894
 FA4894.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4894
 FA4894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4894
 FA4894.The geoid height was determined by GEOID03.
 FA4894
 FA4894;                    North         East     Units Scale Factor Converg.
 FA4894;SPC NC       -   199,661.719   410,774.901   MT  0.99988435   -1 15 56.0
 FA4894;SPC NC       -   655,056.82  1,347,683.99   sFT  0.99988435   -1 15 56.0
 FA4894;UTM  17      - 3,931,847.053   482,532.591   MT  0.99960376   -0 06 43.1
 FA4894
 FA4894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4894!SPC NC       -   0.99995757  x   0.99988435  =   0.99984192
 FA4894!UTM  17      -   0.99995757  x   0.99960376  =   0.99956134
 FA4894
 FA4894                          SUPERSEDED SURVEY CONTROL
 FA4894
 FA4894  NAD 83(1986)-  35 31 48.31401(N)    081 11 33.61876(W) AD(       ) 2
 FA4894  NGVD 29 (09/01/92)  302.3    (m)          992.     (f) VERT ANG    3  
 FA4894
 FA4894.Superseded values are not recommended for survey control.
 FA4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4894.See file dsdata.txt to determine how the superseded data were derived.
 FA4894
 FA4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8253331847(NAD 83)
 FA4894_MARKER: DE = TRAVERSE STATION DISK
 FA4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4894_SP_SET: CONCRETE POST
 FA4894_STAMPING: BUFFALO 1983
 FA4894_MARK LOGO: NCGS  
 FA4894_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4894+STABILITY: SURFACE MOTION
 FA4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4894+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 FA4894
 FA4894  HISTORY     - Date     Condition        Report By
 FA4894  HISTORY     - 1983     MONUMENTED       NCGS
 FA4894  HISTORY     - 19950318 GOOD             USPSQD
 FA4894  HISTORY     - 20010620 GOOD             USPSQD
 FA4894  HISTORY     - 20050722 GOOD             USPSQD
 FA4894
 FA4894                          STATION DESCRIPTION
 FA4894
 FA4894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4894'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF MAIDEN AND
 FA4894'8.7 KM (5.4 MI) NORTHEAST OF LINCOLNTON, IN BUFFALO SHOALS COMMUNITY.
 FA4894'PROCEED ALONG NC 27 FOR 3.0 KM (1.9 MI) EAST FROM US 321 (AT EAST
 FA4894'LINCOLNTON), TO SR 1003 (BUFFALO SHOALS ROAD) ON THE LEFT, THENCE
 FA4894'NORTH ALONG SR 1003 FOR 6.0 KM (3.7 MI) TO A HIGH TENSION POWER LINE,
 FA4894'AND THE STATION, ON THE LEFT, NEAR THE SOUTHEAST CORNER OF
 FA4894'TRANSMISSION TOWER NUMBER 96.
 FA4894'MARK IS FLUSH WITH GROUND.  LOCATED 71.02 M (233.00 FT) SOUTHEAST OF
 FA4894'THE CENTERLINE OF SR 1003, 6.64 M (21.78 FT) NORTHEAST OF THE
 FA4894'SOUTHEAST LEG OF THE TOWER, 11.76 M (38.58 FT) EAST OF THE NORTHEAST
 FA4894'LEG OF THE TOWER--AND 13.72 M (45.01 FT) SOUTH-SOUTHWEST OF A 4-INCH
 FA4894'CHERRY TREE, 19.02 M (62.40 FT) WEST OF A 5-INCH LOBLOLLY PINE--BOTH
 FA4894'WITH REFERENCE TAGS.
 FA4894
 FA4894                          STATION RECOVERY (1995)
 FA4894
 FA4894'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4894'RECOVERED IN GOOD CONDITION.
 FA4894
 FA4894                          STATION RECOVERY (2001)
 FA4894
 FA4894'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4894'MARKER IS NW OF THE CENTERLINE OF SR 1003 ( NOT SE ).
 FA4894
 FA4894                          STATION RECOVERY (2005)
 FA4894
 FA4894'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA4894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4058 ***********************************************************************
 FB4058  DESIGNATION -  BUFFALO
 FB4058  PID         -  FB4058
 FB4058  STATE/COUNTY-  NC/GRAHAM
 FB4058  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4058
 FB4058                         *CURRENT SURVEY CONTROL
 FB4058  ___________________________________________________________________
 FB4058* NAD 83(2007)-  35 21 46.67559(N)    083 50 11.80150(W)     ADJUSTED  
 FB4058* NAVD 88     -       597.1    (meters)    1959.     (feet)  VERTCON   
 FB4058  ___________________________________________________________________
 FB4058  EPOCH DATE  -        2002.00
 FB4058  X           -     559,118.724 (meters)                     COMP
 FB4058  Y           -  -5,177,587.262 (meters)                     COMP
 FB4058  Z           -   3,671,108.826 (meters)                     COMP
 FB4058  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 FB4058  ELLIP HEIGHT-         568.506 (meters)          (02/10/07) ADJUSTED
 FB4058  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB4058
 FB4058  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4058  Type    PID    Designation                      North   East  Ellip
 FB4058  -------------------------------------------------------------------
 FB4058  NETWORK FB4058 BUFFALO                           1.57   2.02   3.78
 FB4058  -------------------------------------------------------------------
 FB4058
 FB4058.The horizontal coordinates were established by GPS observations
 FB4058.and adjusted by the National Geodetic Survey in February 2007.
 FB4058
 FB4058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4058.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4058.The horizontal coordinates are valid at the epoch date displayed above.
 FB4058.The epoch date for horizontal control is a decimal equivalence
 FB4058.of Year/Month/Day.
 FB4058
 FB4058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4058
 FB4058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4058
 FB4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4058
 FB4058.The ellipsoidal height was determined by GPS observations
 FB4058.and is referenced to NAD 83.
 FB4058
 FB4058.The geoid height was determined by GEOID03.
 FB4058
 FB4058;                    North         East     Units Scale Factor Converg.
 FB4058;SPC NC       -   189,631.168   170,263.407   MT  0.99987447   -2 47 29.6
 FB4058;SPC NC       -   622,148.26    558,605.86   sFT  0.99987447   -2 47 29.6
 FB4058;UTM  17      - 3,916,989.947   242,267.673   MT  1.00041869   -1 38 33.4
 FB4058
 FB4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4058!SPC NC       -   0.99991077  x   0.99987447  =   0.99978526
 FB4058!UTM  17      -   0.99991077  x   1.00041869  =   1.00032943
 FB4058
 FB4058                          SUPERSEDED SURVEY CONTROL
 FB4058
 FB4058  NAD 83(2001)-  35 21 46.67541(N)    083 50 11.80199(W) AD(       ) 1
 FB4058  ELLIP H (03/27/03)  568.478  (m)                       GP(       ) 4 2
 FB4058  NAD 83(1995)-  35 21 46.67550(N)    083 50 11.80157(W) AD(       ) 1
 FB4058  NAD 83(1986)-  35 21 46.68076(N)    083 50 11.81101(W) AD(       ) 1
 FB4058  ELLIP H (05/28/93)  568.523  (m)                       GP(       ) 4 2
 FB4058  NGVD 29 (05/28/93)  597.2    (m)         1959.     (f) GPS OBS     3  
 FB4058
 FB4058.Superseded values are not recommended for survey control.
 FB4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4058.See file dsdata.txt to determine how the superseded data were derived.
 FB4058
 FB4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4226816990(NAD 83)
 FB4058_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4058_SP_SET: CONCRETE POST
 FB4058_STAMPING: BUFFALO 1989
 FB4058_MARK LOGO: NCGS  
 FB4058_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4058+STABILITY: SURFACE MOTION
 FB4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4058+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FB4058
 FB4058  HISTORY     - Date     Condition        Report By
 FB4058  HISTORY     - 1989     MONUMENTED       NCGS
 FB4058
 FB4058                          STATION DESCRIPTION
 FB4058
 FB4058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4058'STATION IS LOCATED APPROXIMATELY 5.1 KM (3.2 MI) NORTH-NORTHWEST OF
 FB4058'ROBBINSVILLE.
 FB4058'ALONG US 129 FOR 7.4 KM (4.6 MI) NORTH FROM THE NC 143 INTERSECTION
 FB4058'(IN ROBBINSVILLE), TO PARKING AREA AT SOUTH END OF BRIDGE OVER THE
 FB4058'EAST BUFFALO CREEK PRONG OF LAKE SANTEETLAH.
 FB4058'MARK IS ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND
 FB4058'SURFACE.  LOCATED 27.7 M (90.9 FT) WEST-NORTHWEST OF THE CENTERLINE
 FB4058'OF HIGHWAY, 0.9 M (3.0 FT) EAST-SOUTHEAST OF THE GUARD RAIL, 18.3 M
 FB4058'(60.0 FT) WEST OF METAL DRAINAGE GRATE, AND 0.85 M (2.79 FT)
 FB4058'WEST-NORTHWEST OF ASPHALT CURB.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8907 ***********************************************************************
 AI8907  DESIGNATION -  BUFFALO
 AI8907  PID         -  AI8907
 AI8907  STATE/COUNTY-  NC/BURKE
 AI8907  USGS QUAD   -  CASAR (1956)
 AI8907
 AI8907                         *CURRENT SURVEY CONTROL
 AI8907  ___________________________________________________________________
 AI8907* NAD 83(2007)-  35 34 55.24725(N)    081 33 50.01758(W)     ADJUSTED  
 AI8907* NAVD 88     -       399.2    (meters)    1310.     (feet)  GPS OBS   
 AI8907  ___________________________________________________________________
 AI8907  EPOCH DATE  -        2002.00
 AI8907  X           -     761,908.090 (meters)                     COMP
 AI8907  Y           -  -5,137,228.125 (meters)                     COMP
 AI8907  Z           -   3,690,785.838 (meters)                     COMP
 AI8907  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AI8907  ELLIP HEIGHT-         367.236 (meters)          (02/10/07) ADJUSTED
 AI8907  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 AI8907
 AI8907  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8907  Type    PID    Designation                      North   East  Ellip
 AI8907  -------------------------------------------------------------------
 AI8907  NETWORK AI8907 BUFFALO                           0.41   0.35   0.86
 AI8907  -------------------------------------------------------------------
 AI8907
 AI8907.The horizontal coordinates were established by GPS observations
 AI8907.and adjusted by the National Geodetic Survey in February 2007.
 AI8907
 AI8907.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8907.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8907.The horizontal coordinates are valid at the epoch date displayed above.
 AI8907.The epoch date for horizontal control is a decimal equivalence
 AI8907.of Year/Month/Day.
 AI8907
 AI8907.The orthometric height was determined by GPS observations and a
 AI8907.high-resolution geoid model.
 AI8907
 AI8907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8907
 AI8907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8907
 AI8907.The ellipsoidal height was determined by GPS observations
 AI8907.and is referenced to NAD 83.
 AI8907
 AI8907.The geoid height was determined by GEOID03.
 AI8907
 AI8907;                    North         East     Units Scale Factor Converg.
 AI8907;SPC NC       -   206,227.121   377,268.980   MT  0.99988915   -1 28 47.3
 AI8907;SPC NC       -   676,596.81  1,237,756.65   sFT  0.99988915   -1 28 47.3
 AI8907;UTM  17      - 3,937,735.503   448,910.493   MT  0.99963216   -0 19 41.2
 AI8907
 AI8907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8907!SPC NC       -   0.99994236  x   0.99988915  =   0.99983152
 AI8907!UTM  17      -   0.99994236  x   0.99963216  =   0.99957454
 AI8907
 AI8907:                Primary Azimuth Mark                     Grid Az
 AI8907:SPC NC       -  RAMSEY                                   062 53 51.3
 AI8907:UTM  17      -  RAMSEY                                   061 44 45.2
 AI8907
 AI8907|---------------------------------------------------------------------|
 AI8907| PID    Reference Object                     Distance      Geod. Az  |
 AI8907|                                                           dddmmss.s |
 AI8907| AI8906 RAMSEY                              434.837 METERS 0612504.0 |
 AI8907|---------------------------------------------------------------------|
 AI8907
 AI8907                          SUPERSEDED SURVEY CONTROL
 AI8907
 AI8907  NAD 83(2001)-  35 34 55.24731(N)    081 33 50.01754(W) AD(       ) 1
 AI8907  ELLIP H (03/13/03)  367.242  (m)                       GP(       ) 4 2
 AI8907  NAD 83(1986)-  35 34 55.25662(N)    081 33 50.02050(W) AD(       ) 1
 AI8907
 AI8907.Superseded values are not recommended for survey control.
 AI8907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8907.See file dsdata.txt to determine how the superseded data were derived.
 AI8907
 AI8907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4891037736(NAD 83)
 AI8907_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8907_STAMPING: BUFFALO 1996
 AI8907_MARK LOGO: NCGS  
 AI8907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8907+STABILITY: SURFACE MOTION
 AI8907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8907+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8907
 AI8907  HISTORY     - Date     Condition        Report By
 AI8907  HISTORY     - 1996     MONUMENTED       NCGS
 AI8907
 AI8907                          STATION DESCRIPTION
 AI8907
 AI8907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8907'STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) SOUTH-SOUTHEAST OF
 AI8907'MORGANTON, IN RAMSEY COMMUNITY.
 AI8907'PROCEED ALONG NC 18 FOR 0.6 MI (1.0 KM) NORTHWEST FROM THE
 AI8907'CATAWBA/BURKE COUNTY LINE, THENCE SOUTHWEST FOR 4.75 MI (7.64 KM)
 AI8907'ALONG SR 1907-RHONEY ROAD TO THE INTERSECTION WITH OLD NC 18, CONTINUE
 AI8907'SOUTHWEST FOR 0.1 MI (0.2 KM) ALONG SR 1906-GUS PEELER ROAD TO THE
 AI8907'STATION NEAR FENCE.
 AI8907'MARK IS ABOUT 1-FOOT HIGHER THAN ROAD AND RECESSED 1-INCH BELOW
 AI8907'GROUND.  LOCATED 27.0 FT (8.2 M) SOUTH-SOUTHEAST OF THE CENTELINE OF
 AI8907'SR 1906, 150.0 FT (45.7 M) EAST-NORTHEAST OF THE CENTER OF CONCRETE
 AI8907'DRIVEWAY AND 3.2 FT (1.0 M) NORTH-NORTHWEST OF A FENCE POST, 17.2 FT
 AI8907'(5.2 M) WEST OF A FENCE POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6805 ***********************************************************************
 AB6805  CBN         -  This is a Cooperative Base Network Control Station.
 AB6805  DESIGNATION -  BUFFALO 2
 AB6805  PID         -  AB6805
 AB6805  STATE/COUNTY-  NC/CABARRUS
 AB6805  USGS QUAD   -  CONCORD (1987)
 AB6805
 AB6805                         *CURRENT SURVEY CONTROL
 AB6805  ___________________________________________________________________
 AB6805* NAD 83(2007)-  35 23 45.14764(N)    080 36 33.58136(W)     ADJUSTED  
 AB6805* NAVD 88     -       233.039  (meters)     764.56   (feet)  ADJUSTED  
 AB6805  ___________________________________________________________________
 AB6805  EPOCH DATE  -        2002.00
 AB6805  X           -     849,320.686 (meters)                     COMP
 AB6805  Y           -  -5,135,519.113 (meters)                     COMP
 AB6805  Z           -   3,673,874.025 (meters)                     COMP
 AB6805  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AB6805  ELLIP HEIGHT-         202.516 (meters)          (02/10/07) ADJUSTED
 AB6805  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 AB6805  DYNAMIC HT  -         232.831 (meters)     763.88  (feet)  COMP
 AB6805
 AB6805  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6805  Type    PID    Designation                      North   East  Ellip
 AB6805  -------------------------------------------------------------------
 AB6805  NETWORK AB6805 BUFFALO 2                         0.27   0.29   0.80
 AB6805  -------------------------------------------------------------------
 AB6805  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 AB6805
 AB6805  VERT ORDER  -  SECOND    CLASS II
 AB6805
 AB6805.The horizontal coordinates were established by GPS observations
 AB6805.and adjusted by the National Geodetic Survey in February 2007.
 AB6805
 AB6805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6805.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6805.The horizontal coordinates are valid at the epoch date displayed above.
 AB6805.The epoch date for horizontal control is a decimal equivalence
 AB6805.of Year/Month/Day.
 AB6805
 AB6805.The orthometric height was determined by differential leveling
 AB6805.and adjusted in January 2005.
 AB6805
 AB6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6805
 AB6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6805
 AB6805.The ellipsoidal height was determined by GPS observations
 AB6805.and is referenced to NAD 83.
 AB6805
 AB6805.The geoid height was determined by GEOID03.
 AB6805
 AB6805.The dynamic height is computed by dividing the NAVD 88
 AB6805.geopotential number by the normal gravity value computed on the
 AB6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6805.degrees latitude (g = 980.6199 gals.).
 AB6805
 AB6805.The modeled gravity was interpolated from observed gravity values.
 AB6805
 AB6805;                    North         East     Units Scale Factor Converg.
 AB6805;SPC NC       -   183,762.019   463,424.233   MT  0.99987574   -0 55 43.9
 AB6805;SPC NC       -   602,892.56  1,520,417.67   sFT  0.99987574   -0 55 43.9
 AB6805;UTM  17      - 3,917,015.519   535,476.998   MT  0.99961551   +0 13 34.6
 AB6805
 AB6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6805!SPC NC       -   0.99996821  x   0.99987574  =   0.99984396
 AB6805!UTM  17      -   0.99996821  x   0.99961551  =   0.99958374
 AB6805
 AB6805                          SUPERSEDED SURVEY CONTROL
 AB6805
 AB6805  NAD 83(2001)-  35 23 45.14771(N)    080 36 33.58144(W) AD(       ) B
 AB6805  ELLIP H (01/30/03)  202.533  (m)                       GP(       ) 4 2
 AB6805  NAD 83(1986)-  35 23 45.16017(N)    080 36 33.58868(W) AD(       ) 1
 AB6805  NAD 83(1995)-  35 23 45.14808(N)    080 36 33.58115(W) AD(       ) B
 AB6805  ELLIP H (09/11/96)  202.532  (m)                       GP(       ) 4 1
 AB6805  NAVD 88 (09/17/03)  233.04   (m)          764.6    (f) LEVELING    3  
 AB6805
 AB6805.Superseded values are not recommended for survey control.
 AB6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6805.See file dsdata.txt to determine how the superseded data were derived.
 AB6805
 AB6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3547717016(NAD 83)
 AB6805_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6805_STAMPING: BUFFALO 2 1984
 AB6805_MARK LOGO: NGS   
 AB6805_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6805+STABILITY: SURFACE MOTION
 AB6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6805+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2008
 AB6805
 AB6805  HISTORY     - Date     Condition        Report By
 AB6805  HISTORY     - 1984     MONUMENTED       NGS
 AB6805  HISTORY     - 19841130 GOOD             NGS
 AB6805  HISTORY     - 19920716 GOOD             NCGS
 AB6805  HISTORY     - 19931216 GOOD             NCGS
 AB6805  HISTORY     - 19981118 GOOD             USPSQD
 AB6805  HISTORY     - 20000612 GOOD             NCGS
 AB6805  HISTORY     - 20020205 GOOD             NCGS
 AB6805  HISTORY     - 20030205 GOOD             NCGS
 AB6805  HISTORY     - 20030320 GOOD             NCGS
 AB6805  HISTORY     - 20030320 GOOD             NCGS
 AB6805  HISTORY     - 20081016 GOOD             NCDOT
 AB6805
 AB6805                          STATION DESCRIPTION
 AB6805
 AB6805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AB6805'THE STATION REPLACES BUFFALO 1948.  THE STATION IS LOCATED IN THE
 AB6805'SOUTH PART OF CONCRRD, ON THE CABARRUS COUNTY FAIR GROUNDS, ABOUT 0.24
 AB6805'KM (0.15 MI) WEST OF THE INTERSECTION OF CABARRUS AVE AND U.S 601
 AB6805'BYPASS AND 0.24 KM (0.15 MI) EAST OF THE INTERSECTION OF CABARRUS AVE
 AB6805'AND U.S HIGHWAY 29.  PERMISSION TO ESTABLISH THE STATION WAS GIVEN BY
 AB6805'MR PROST WHO IS HEAD OF THE FAIR COMMITTEE AND ALSO IS THE CITY
 AB6805'ATTORNEY OF CONCORD.  TO REACH THE STATION FROM THE INTERSECTION OF
 AB6805'SOUTH UNION ST AND CABARRUS AVE IN CONCORD AT THE FIRST NATIONAL BANK,
 AB6805'GO WEST ON CABARRUS AVE FOR 1.6 KM (1.00 MI) TO A Y INTERSECTION.
 AB6805'CONTINUE WEST ON CABARRUS AVE FOR 1.36 KM (0.85 MI) TO THE
 AB6805'INTERSECTION WITH U.S HIGHWAY 601 BYPASS.  CONTINUE WEST ON CABARRUS
 AB6805'AVE FOR 0.24 KM (0.15 MI) TO THE COUNTY FAIR GROUNDS AND THE MARK ON
 AB6805'THE LEFT.
 AB6805' 
 AB6805'THE STATION IS A STANDARD NGS DISK STAMPED-BUFFALO 2 1984--, SET INTO
 AB6805'THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN DIAMETER, RECESSED 3 CM
 AB6805'BELOW THE GROUND.  THE STATION IS LOCATED 3.51 METERS (11.52 FT) SOUTH
 AB6805'SOUTHEAST FROM THE SOUTHWEST CORNER OF GUARD POST FRAME AROUND A
 AB6805'NATURAL GAS VALVE, 44.96 METERS (147.51 FT) WEST SOUTHWEST FROM A FIRE
 AB6805'HYDRANT, 0.43 METERS (1.41 FT) NORTH FROM A WITNESS POST, 4.88 METERS
 AB6805'(16.01 FT) SOUTHWEST FROM A POWERLINE POLE WITH A REFERENCE TAG, 18.65
 AB6805'METERS (61.19 FT) SOUTH FROM THE CENTERLINE OF THE EAST-BOUND LANE OF
 AB6805'CABARRUS AVE, 26.21 METERS (85.99 FT) WEST FROM THE CENTER OF THE EAST
 AB6805'ENTRANCE ROAD TO THE COUNTY FAIR GROUND, 31.09 METERS (102.00 FT) EAST
 AB6805'FROM THE CENTER OF THE WEST ENTRANCE ROAD TO THE FAIR GROUNDS.
 AB6805' 
 AB6805'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--BUFFALO 2 NO 4
 AB6805'1984--, PROJECTING 100 CM ABOVE THE GROUND, SET INTO PARTIALLY EXPOSED
 AB6805'BOULDER OF 30 METERS (98.4 FT) LARGEST DIMENSION.  THE STATION IS
 AB6805'LOCATED 4.36 METERS (14.30 FT) EAST FROM THE CENTER OF THE EAST
 AB6805'ENTRANCE ROAD TO THE COUNTY FAIR GROUNDS, 18.71 METERS (61.38 FT)
 AB6805'SOUTHWEST FROM A FIRE HYDRANT, 25.91 METERS (85.01 FT) SOUTH FROM THE
 AB6805'CENTER OF THE EAST BOUND LANE OF CABARRUS AVE.
 AB6805' 
 AB6805'REFERENCE MARK NO 5, IS A STANDARD NGS DISK STAMPED--BUFFALO 2 NO 5
 AB6805'1984--, PROJECTING 8 CM ABOVE THE GROUND, SET INTO A PARTIALLY EXPOSED
 AB6805'BOULDER, 3.0 METERS (9.8 FT) LARGEST DIMENSION.  THE STATION IS
 AB6805'LOCATED 2.32 METERS (7.61 FT) WEST FROM THE CENTER OF THE WEST
 AB6805'ENTRANCE ROAD TO FAIR GROUNDS, 22.1 METERS (72.5 FT) SOUTH SOUTHEAST
 AB6805'FROM A POWER POLE, 30.18 METERS (99.02 FT) SOUTH FROM THE CENTER OF
 AB6805'THE EAST-BOUND LANE OF CABARRIS AVE.
 AB6805
 AB6805                          STATION RECOVERY (1992)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AB6805'RECOVERED AS DESCRIBED. 1984 DESCRIPTION IS GOOD. REFERENCE MARKS 4
 AB6805'AND 5 WERE FOUND GOOD AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (1993)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AB6805'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. STATION IS
 AB6805'LOCATED IN CONCORD. PROCEED ALONG US 601 BYPASS FOR 0.25 MI (0.40 KM)
 AB6805'SOUTH FROM US 29, THENCE WEST FOR 0.15 MI (0.24 KM) ALONG CABARRUS
 AB6805'AVENUE TO THE COUNTY FAIR GROUNDS AND THE STATION ON THE SOUTH SIDE OF
 AB6805'THE ROAD. MARK IS ABOUT 2-FEET HIGHER THAN CABARRUS AVENUE AND
 AB6805'RECESSED 1 INCH BELOW THE GROUND.  LOCATED 61.3 FT (18.7 M) SOUTH OF
 AB6805'THE CENTERLINE OF THE SOUTHBOUND LANE OF CABARRUS AVENUE, 86.0 FT
 AB6805'(26.2 M) WEST OF THE CENTER OF THE EAST ENTRANCE ROAD TO THE FAIR
 AB6805'GROUNDS, 102.0 FT (31.1 M) EAST OF THE CENTER OF THE WEST ENTRANCE
 AB6805'ROAD TO THE FAIR GROUNDS, 1.4 FT (0.4 M) NORTH OF A WITNESS POST, 11.5
 AB6805'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF GUARD POST AROUND A
 AB6805'NATURAL GAS VALVE, 147.5 FT (45.0 M) WEST-SOUTHWEST FROM A FIRE
 AB6805'HYDRANT, AND 16.0 FT (4.9 M) SOUTHWEST OF A POWER POLE WITH A
 AB6805'REFERENCE TAG. RM 4 AND RM 5 RECOVERED IN GOOD CONDITION.  STATION
 AB6805'SEES CONCORD CANNON MILLS TANK AND WPEG RADIO MAST.
 AB6805
 AB6805                          STATION RECOVERY (1998)
 AB6805
 AB6805'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB6805'RECOVERED IN GOOD CONDITION.
 AB6805
 AB6805                          STATION RECOVERY (2000)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AB6805'RECOVERED AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (2002)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (JGG)
 AB6805'RECOVERED AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (2003)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 AB6805'RECOVERED AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (2003)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AB6805'RECOVERED AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (2003)
 AB6805
 AB6805'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AB6805'RECOVERED AS DESCRIBED.
 AB6805
 AB6805                          STATION RECOVERY (2008)
 AB6805
 AB6805'RECOVERY NOTE BY 
NC DOT 2008 (JIJ)
 AB6805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8062 ***********************************************************************
 DF8062  DESIGNATION -  BUFFALO 2 RM 4
 DF8062  PID         -  DF8062
 DF8062  STATE/COUNTY-  NC/CABARRUS
 DF8062  USGS QUAD   -  CONCORD (1987)
 DF8062
 DF8062                         *CURRENT SURVEY CONTROL
 DF8062  ___________________________________________________________________
 DF8062* NAD 83(1986)-  35 23 45.     (N)    080 36 34.     (W)     SCALED    
 DF8062* NAVD 88     -       233.355  (meters)     765.60   (feet)  ADJUSTED  
 DF8062  ___________________________________________________________________
 DF8062  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DF8062  DYNAMIC HT  -         233.147 (meters)     764.92  (feet)  COMP
 DF8062  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 DF8062
 DF8062  VERT ORDER  -  SECOND    CLASS II
 DF8062
 DF8062.The horizontal coordinates were scaled from a topographic map and have
 DF8062.an estimated accuracy of +/- 6 seconds.
 DF8062
 DF8062.The orthometric height was determined by differential leveling
 DF8062.and adjusted in January 2005.
 DF8062
 DF8062.The geoid height was determined by GEOID03.
 DF8062
 DF8062.The dynamic height is computed by dividing the NAVD 88
 DF8062.geopotential number by the normal gravity value computed on the
 DF8062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8062.degrees latitude (g = 980.6199 gals.).
 DF8062
 DF8062.The modeled gravity was interpolated from observed gravity values.
 DF8062
 DF8062;                    North         East    Units  Estimated Accuracy
 DF8062;SPC NC       -   183,760.      463,410.      MT  (+/- 180 meters Scaled)
 DF8062
 DF8062                          SUPERSEDED SURVEY CONTROL
 DF8062
 DF8062.No superseded survey control is available for this station.
 DF8062
 DF8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV354170(NAD 83)
 DF8062_MARKER: DR = REFERENCE MARK DISK
 DF8062_SETTING: 80 = SET IN A BOULDER
 DF8062_STAMPING: BUFFALO 2 NO 4 1984
 DF8062_MARK LOGO: NGS   
 DF8062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8062+STABILITY: SURFACE MOTION
 DF8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8062+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DF8062
 DF8062  HISTORY     - Date     Condition        Report By
 DF8062  HISTORY     - 1984     MONUMENTED       NGS
 DF8062  HISTORY     - 20000619 GOOD             NCGS
 DF8062  HISTORY     - 20030619 GOOD             NCGS
 DF8062
 DF8062                          STATION DESCRIPTION
 DF8062
 DF8062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8062'STATION IS LOCATED IN CONCORD.
 DF8062'PROCEED ALONG US 601 BYPASS FOR 0.25 MI (0.40 KM) SOUTH FROM US 29,
 DF8062'THENCE WEST FOR 0.15 MI (0.24 KM) ALONG CABARRUS AVENUE, ON THE SOUTH
 DF8062'SIDE OF THE ROAD, AT THE CABARRUS COUNTY FAIR GROUNDS.
 DF8062'MARK IS ABOUT 4-FEET HIGHER THAN CABARRUS AVENUE AND PROJECTS 36
 DF8062'INCHES ABOVE GROUND. LOCATED 85.0 FT (25.9 M) SOUTH OF THE CENTERLINE
 DF8062'OF THE EASTBOUND LANE OF CABARRUS AVENUE, 14.3 FT (4.4 M) EAST OF THE
 DF8062'CENTERLINE OF THE EAST ENTRANCE ROAD TO THE FAIR GROUNDS, 61.4 FT
 DF8062'(18.7 M) SOUTHWEST OF A FIRE HYDRANT AND 98.2 FT (29.9 M) EAST OF
 DF8062'BUFFALO 2.
 DF8062
 DF8062                          STATION RECOVERY (2003)
 DF8062
 DF8062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 DF8062'STATION IS LOCATED IN CONCORD. PROCEED ALONG US 601 BYPASS FOR 0.25 MI
 DF8062'(0.40 KM) SOUTH FROM US 29, THENCE WEST FOR 0.15 MI (0.24 KM) ALONG
 DF8062'CABARRUS AVENUE, ON THE SOUTH SIDE OF THE ROAD, AT THE CABARRUS COUNTY
 DF8062'FAIR GROUNDS. MARK IS ABOUT 4-FEET HIGHER THAN CABARRUS AVENUE AND
 DF8062'PROJECTS 36 INCHES ABOVE GROUND. LOCATED 85.0 FT (25.9 M) SOUTH OF THE
 DF8062'CENTERLINE OF THE EASTBOUND LANE OF CABARRUS AVENUE, 14.3 FT (4.4 M)
 DF8062'EAST OF THE CENTERLINE OF THE EAST ENTRANCE ROAD TO THE FAIR GROUNDS,
 DF8062'61.4 FT (18.7 M) SOUTHWEST OF A FIRE HYDRANT AND 98.2 FT (29.9 M) EAST
 DF8062'OF BUFFALO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8063 ***********************************************************************
 DF8063  DESIGNATION -  BUFFALO 2 RM 5
 DF8063  PID         -  DF8063
 DF8063  STATE/COUNTY-  NC/CABARRUS
 DF8063  USGS QUAD   -  CONCORD (1987)
 DF8063
 DF8063                         *CURRENT SURVEY CONTROL
 DF8063  ___________________________________________________________________
 DF8063* NAD 83(1986)-  35 23 45.     (N)    080 36 34.     (W)     SCALED    
 DF8063* NAVD 88     -       234.203  (meters)     768.38   (feet)  ADJUSTED  
 DF8063  ___________________________________________________________________
 DF8063  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DF8063  DYNAMIC HT  -         233.994 (meters)     767.70  (feet)  COMP
 DF8063  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 DF8063
 DF8063  VERT ORDER  -  SECOND    CLASS II
 DF8063
 DF8063.The horizontal coordinates were scaled from a topographic map and have
 DF8063.an estimated accuracy of +/- 6 seconds.
 DF8063
 DF8063.The orthometric height was determined by differential leveling
 DF8063.and adjusted in January 2005.
 DF8063
 DF8063.The geoid height was determined by GEOID03.
 DF8063
 DF8063.The dynamic height is computed by dividing the NAVD 88
 DF8063.geopotential number by the normal gravity value computed on the
 DF8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8063.degrees latitude (g = 980.6199 gals.).
 DF8063
 DF8063.The modeled gravity was interpolated from observed gravity values.
 DF8063
 DF8063;                    North         East    Units  Estimated Accuracy
 DF8063;SPC NC       -   183,760.      463,410.      MT  (+/- 180 meters Scaled)
 DF8063
 DF8063                          SUPERSEDED SURVEY CONTROL
 DF8063
 DF8063.No superseded survey control is available for this station.
 DF8063
 DF8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV354170(NAD 83)
 DF8063_MARKER: DR = REFERENCE MARK DISK
 DF8063_SETTING: 80 = SET IN A BOULDER
 DF8063_STAMPING: BUFFALO 2 NO 5 1984
 DF8063_MARK LOGO: NGS   
 DF8063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8063+STABILITY: SURFACE MOTION
 DF8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8063+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 DF8063
 DF8063  HISTORY     - Date     Condition        Report By
 DF8063  HISTORY     - 1984     MONUMENTED       NGS
 DF8063  HISTORY     - 20000619 GOOD             NCGS
 DF8063  HISTORY     - 20030619 GOOD             NCGS
 DF8063
 DF8063                          STATION DESCRIPTION
 DF8063
 DF8063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8063'STATION IS LOCATED IN CONCORD.
 DF8063'PROCEED ALONG US 601 BYPASS FOR 0.25 MI (0.40 KM) SOUTH FROM US 29,
 DF8063'THENCE WEST FOR 0.15 MI (0.24 KM) ALONG CABARRUS AVENUE, ON THE SOUTH
 DF8063'SIDE OF THE ROAD, AT THE CABARRUS COUNTY FAIR GROUNDS.
 DF8063'MARK IS ABOUT 3-FEET HIGHER THAN CABARRUS AVENUE AND PROJECTS 24
 DF8063'INCHES ABOVE GROUND. LOCATED 99.0 FT (30.2 M) SOUTH OF THE CENTERLINE
 DF8063'OF THE EASTBOUND LANE OF CABARRUS AVENUE, 7.6 FT (2.3 M) WEST OF THE
 DF8063'CENTERLINE OF THE WEST ENTRANCE ROAD TO THE FAIR GROUNDS, 72.5 FT
 DF8063'(22.1 M) SOUTH-SOUTHEAST OF A POWER POLE AND 123.8 FT (37.7 M)
 DF8063'SOUTHWEST OF BUFFALO 2.
 DF8063
 DF8063                          STATION RECOVERY (2003)
 DF8063
 DF8063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (JGG)
 DF8063'STATION IS LOCATED IN CONCORD. PROCEED ALONG US 601 BYPASS FOR 0.25 MI
 DF8063'(0.40 KM) SOUTH FROM US 29, THENCE WEST FOR 0.15 MI (0.24 KM) ALONG
 DF8063'CABARRUS AVENUE, ON THE SOUTH SIDE OF THE ROAD, AT THE CABARRUS COUNTY
 DF8063'FAIR GROUNDS. MARK IS ABOUT 3-FEET HIGHER THAN CABARRUS AVENUE AND
 DF8063'PROJECTS 24 INCHES ABOVE GROUND. LOCATED 99.0 FT (30.2 M) SOUTH OF THE
 DF8063'CENTERLINE OF THE EASTBOUND LANE OF CABARRUS AVENUE, 7.6 FT (2.3 M)
 DF8063'WEST OF THE CENTERLINE OF THE WEST ENTRANCE ROAD TO THE FAIR GROUNDS,
 DF8063'72.5 FT (22.1 M) SOUTH-SOUTHEAST OF A POWER POLE AND 123.8 FT (37.7 M)
 DF8063'SOUTHWEST OF BUFFALO 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4099 ***********************************************************************
 FB4099  DESIGNATION -  BUFFALO AZ MK
 FB4099  PID         -  FB4099
 FB4099  STATE/COUNTY-  NC/GRAHAM
 FB4099  USGS QUAD   -  ROBBINSVILLE (1990)
 FB4099
 FB4099                         *CURRENT SURVEY CONTROL
 FB4099  ___________________________________________________________________
 FB4099* NAD 83(2001)-  35 21 53.69819(N)    083 50 11.58907(W)     ADJUSTED  
 FB4099* NAVD 88     -       596.6    (meters)    1957.     (feet)  VERTCON   
 FB4099  ___________________________________________________________________
 FB4099  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 FB4099  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB4099  HORZ ORDER  -  SECOND
 FB4099
 FB4099.The horizontal coordinates were established by classical geodetic methods
 FB4099.and adjusted by the National Geodetic Survey in August 2005.
 FB4099
 FB4099.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4099
 FB4099.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4099
 FB4099.The geoid height was determined by GEOID03.
 FB4099
 FB4099;                    North         East     Units Scale Factor Converg.
 FB4099;SPC NC       -   189,847.050   170,279.302   MT  0.99987453   -2 47 29.5
 FB4099;SPC NC       -   622,856.53    558,658.01   sFT  0.99987453   -2 47 29.5
 FB4099;UTM  17      - 3,917,206.222   242,279.243   MT  1.00041861   -1 38 33.5
 FB4099
 FB4099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4099!SPC NC       -   0.99991085  x   0.99987453  =   0.99978540
 FB4099!UTM  17      -   0.99991085  x   1.00041861  =   1.00032943
 FB4099
 FB4099                          SUPERSEDED SURVEY CONTROL
 FB4099
 FB4099  NAD 83(1995)-  35 21 53.69828(N)    083 50 11.58865(W) AD(       ) 2
 FB4099  NAD 83(1986)-  35 21 53.70354(N)    083 50 11.59811(W) AD(       ) 2
 FB4099  NGVD 29 (05/28/93)  596.7    (m)         1958.     (f) VERT ANG    3  
 FB4099
 FB4099.Superseded values are not recommended for survey control.
 FB4099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4099.See file dsdata.txt to determine how the superseded data were derived.
 FB4099
 FB4099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV4227917206(NAD 83)
 FB4099_MARKER: DZ = AZIMUTH MARK DISK
 FB4099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4099_SP_SET: CONCRETE POST
 FB4099_STAMPING: BUFFALO 1989
 FB4099_MARK LOGO: NCGS  
 FB4099_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4099+STABILITY: SURFACE MOTION
 FB4099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4099+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FB4099
 FB4099  HISTORY     - Date     Condition        Report By
 FB4099  HISTORY     - 1989     MONUMENTED       NCGS
 FB4099
 FB4099                          STATION DESCRIPTION
 FB4099
 FB4099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4099'STATION IS LOCATED APPROXIMATELY 5.3 KM (3.3 MI) NORTH-NORTHWEST OF
 FB4099'ROBBINSVILLE.
 FB4099'ALONG US 129 FOR 7.65 KM (4.75 MI) NORTH FROM THE NC 143 INTERSECTION
 FB4099'(IN ROBBINSVILLE), AT NORTHERN MOST END OF BRIDGE CROSSING, THE EAST
 FB4099'BUFFALO CREEK PRONG OF LAKE SANTEETLAH.
 FB4099'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW THE GROUND
 FB4099'SURFACE.  LOCATED 6.25 M (20.51 FT) EAST OF THE CENTERLINE OF ROAD,
 FB4099'1.05 M (3.44 FT) EAST OF GUARD RAIL, 1.40 M (4.59 FT) NORTH-NORTHEAST
 FB4099'OF END OF CONCRETE BRIDGE RAIL, AND 1.85 M (6.07 FT) NORTHWEST OF
 FB4099'EAST END OF WING WALL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0720 ***********************************************************************
 EZ0720  DESIGNATION -  BUFFALOE
 EZ0720  PID         -  EZ0720
 EZ0720  STATE/COUNTY-  NC/WAKE
 EZ0720  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0720
 EZ0720                         *CURRENT SURVEY CONTROL
 EZ0720  ___________________________________________________________________
 EZ0720* NAD 83(2001)-  35 46 32.96972(N)    078 38 37.43599(W)     ADJUSTED  
 EZ0720* NAVD 88     -       101.552  (meters)     333.18   (feet)  ADJUSTED  
 EZ0720  ___________________________________________________________________
 EZ0720  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 EZ0720  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 EZ0720  DYNAMIC HT  -         101.465 (meters)     332.89  (feet)  COMP
 EZ0720  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 EZ0720  OBS GRAVITY -     979,771.9   (mgal)                       GRAV_OBS
 EZ0720
 EZ0720  HORZ ORDER  -  SECOND
 EZ0720  VERT ORDER  -  FIRST     CLASS I
 EZ0720
 EZ0720.The horizontal coordinates were established by classical geodetic methods
 EZ0720.and adjusted by the National Geodetic Survey in August 2005.
 EZ0720
 EZ0720.The orthometric height was determined by differential leveling
 EZ0720.and adjusted in June 1991.
 EZ0720
 EZ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0720
 EZ0720.The geoid height was determined by GEOID03.
 EZ0720
 EZ0720.The dynamic height is computed by dividing the NAVD 88
 EZ0720.geopotential number by the normal gravity value computed on the
 EZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0720.degrees latitude (g = 980.6199 gals.).
 EZ0720
 EZ0720.The modeled gravity was interpolated from observed gravity values.
 EZ0720.The observed gravity was obtained from relative gravimeter ties
 EZ0720.to the IGSN71 gravity network.
 EZ0720
 EZ0720;                    North         East     Units Scale Factor Converg.
 EZ0720;SPC NC       -   224,786.359   641,811.473   MT  0.99991432   +0 12 20.3
 EZ0720;SPC NC       -   737,486.58  2,105,676.47   sFT  0.99991432   +0 12 20.3
 EZ0720;UTM  17      - 3,961,645.752   712,983.375   MT  1.00015900   +1 22 40.9
 EZ0720
 EZ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0720!SPC NC       -   0.99998922  x   0.99991432  =   0.99990355
 EZ0720!UTM  17      -   0.99998922  x   1.00015900  =   1.00014822
 EZ0720
 EZ0720:                Primary Azimuth Mark                     Grid Az
 EZ0720:SPC NC       -  EDENTON                                  003 50 24.9
 EZ0720:UTM  17      -  EDENTON                                  002 40 04.3
 EZ0720
 EZ0720|---------------------------------------------------------------------|
 EZ0720| PID    Reference Object                     Distance      Geod. Az  |
 EZ0720|                                                           dddmmss.s |
 EZ0720| EZ0723 EDENTON                             APPROX. 0.6 KM 0040245.2 |
 EZ0720| EZ0721 SIR WALTER                          300.832 METERS 09552     |
 EZ0720| EZ5188 RALEIGH A HUB TEMP                  213.317 METERS 26757     |
 EZ0720|---------------------------------------------------------------------|
 EZ0720
 EZ0720                          SUPERSEDED SURVEY CONTROL
 EZ0720
 EZ0720  NAD 83(1986)-  35 46 32.97366(N)    078 38 37.44451(W) AD(       ) 2
 EZ0720  NAD 27      -  35 46 32.43042(N)    078 38 38.43531(W) AD(       ) 2
 EZ0720  NGVD 29 (??/??/92)  101.832  (m)          334.09   (f) ADJ UNCH    1 1
 EZ0720
 EZ0720.Superseded values are not recommended for survey control.
 EZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0720.See file dsdata.txt to determine how the superseded data were derived.
 EZ0720
 EZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1298361646(NAD 83)
 EZ0720_MARKER: DE = TRAVERSE STATION DISK
 EZ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0720_STAMPING: BUFFALOE 1967
 EZ0720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0720+STABILITY: SURFACE MOTION
 EZ0720
 EZ0720  HISTORY     - Date     Condition        Report By
 EZ0720  HISTORY     - 1967     MONUMENTED       NCGS
 EZ0720  HISTORY     - 1968     GOOD             NCGS
 EZ0720  HISTORY     - 1972     GOOD             NCGS
 EZ0720  HISTORY     - 1972     GOOD             NCGS
 EZ0720  HISTORY     - 1978     GOOD             DOD
 EZ0720  HISTORY     - 1983     GOOD             NCGS
 EZ0720  HISTORY     - 1984     GOOD             USPSQD
 EZ0720  HISTORY     - 1984     GOOD             USPSQD
 EZ0720  HISTORY     - 19910903 MARK NOT FOUND   NCGS
 EZ0720  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 EZ0720  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 EZ0720
 EZ0720                          STATION DESCRIPTION
 EZ0720
 EZ0720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ0720'BUFFALOE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ0720'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0720'
 EZ0720'BUFFALOE IS LOCATED APPROXIMATELY 0.4 MILE SOUTHWEST OF
 EZ0720'CAPITOL SQUARE.  TO REACH STATION PROCEED FROM CAPITOL SQUARE
 EZ0720'WEST ON HILLSBOROUGH ST. FOR 0.2 MILE TO DAWSON ST., TURN LEFT
 EZ0720'(SOUTH) ON DAWSON ST. AND GO 0.4 MILE TO STATION ON RIGHT.
 EZ0720'STATION IS AT THE NORTHWEST QUADRANT OF DAWSON ST. AND W. DAVIE
 EZ0720'ST., APPROXIMATELY 150 FT NORTHWEST OF BUFFALOE BATTERY
 EZ0720'CO., APPROXIMATELY 150 FT SOUTHWEST OF FIRESTONE STORE
 EZ0720'AND AT THE INTERSECTION OF SIDEWALKS.
 EZ0720'
 EZ0720'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0720'BUFFALOE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 EZ0720'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0720'
 EZ0720'MARK IS
 EZ0720'
 EZ0720'28.9 FT N OF C/L OF W. DAVIE ST.
 EZ0720'
 EZ0720'1.9 FT N OF N EDGE OF SIDEWALK ON N SIDE OF W. DAVIE ST.
 EZ0720'
 EZ0720'0.8 FT W OF W EDGE OF SIDEWALK ON W SIDE OF S. DAWSON ST.
 EZ0720'
 EZ0720'8.4 FT N OF FIRE HYDRANT (TOP OF)
 EZ0720'
 EZ0720'11.3 FT NE OF PP WITH ALUMINUM REF. TAG
 EZ0720'
 EZ0720'10.8 FT SW OF NATIONAL CEMETERY SIGN WITH ALUMINUM REF. TAG
 EZ0720'
 EZ0720'39.9 FT SSW OF TP WITH ALUMINUM REF. TAG
 EZ0720
 EZ0720                          STATION RECOVERY (1968)
 EZ0720
 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968
 EZ0720'0.2 MI NE FROM RALEIGH.
 EZ0720'ABOUT 0.05 MILE EAST ALONG WEST CABARRUS STREET FROM THE SOUTHERN
 EZ0720'RAILWAY COMPANY RAILROAD STATION AT RALEIGH, THENCE 0.1 MILE
 EZ0720'NORTH ALONG SOUTH DAWSON STREET, 36 FEET WEST OF THE CENTERLINE
 EZ0720'OF THE STREET, 30 FEET NORTH OF THE CENTERLINE OF WEST DAVIE
 EZ0720'STREET, 11 FEET NORTHEAST OF A POWER POLE WHICH BEARS AN ALUMINUM
 EZ0720'REFERENCE TAG, 8 FEET NORTH OF A FIRE HYDRANT, 2 FEET NORTH OF
 EZ0720'THE NORTH EDGE OF A CONCRETE SIDEWALK, 1 FOOT WEST OF THE WEST
 EZ0720'EDGE OF A CONCRETE SIDEWALK, AND SET IN THE TOP OF A CONCRETE
 EZ0720'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 EZ0720
 EZ0720                          STATION RECOVERY (1972)
 EZ0720
 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (FS)
 EZ0720'BUFFALOE 1967 GOOD
 EZ0720
 EZ0720                          STATION RECOVERY (1972)
 EZ0720
 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 EZ0720'RECOVERED IN GOOD CONDITION.
 EZ0720
 EZ0720                          STATION RECOVERY (1978)
 EZ0720
 EZ0720'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0720'RECOVERED IN GOOD CONDITION.
 EZ0720
 EZ0720                          STATION RECOVERY (1983)
 EZ0720
 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ0720'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0720'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 EZ0720'
 EZ0720'THE STATION IS NOW 2 INCHES BELOW THE GROUND.
 EZ0720
 EZ0720                          STATION RECOVERY (1984)
 EZ0720
 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS)
 EZ0720'BUFFALOE 1967 RECOVERED GOOD.
 EZ0720'
 EZ0720'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--BUFFALOE BATTERY
 EZ0720'CO. IS NOW BUFFALOE TIRE CO., THE TOP OF THE MARKER IS 1 INCH
 EZ0720'BELOW SURFACE OF GROUND.  ALL THE REFERENCE POINTS WERE FOUND TO
 EZ0720'BE GOOD.  THE SIXTH REFERENCE POINT IS THE RALEIGH NATIONAL
 EZ0720'CEMETERY SIGN.
 EZ0720
 EZ0720                          STATION RECOVERY (1984)
 EZ0720
 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ0720'BUFFALOE BATTERY CO. IS NOW BUFFALOE TIRE CO, THE TOP OF THE MARKER
 EZ0720'IS NOW 1' BELOW SURFACE OF GROUND. ALL REFERENCE POINTS WERE FOUND TO
 EZ0720'BE GOOD THE SIXTH REFERNCE POINT IS THE 'RALEIGH' NATIONAL CEMETERY
 EZ0720'SIGN.
 EZ0720
 EZ0720                          STATION RECOVERY (1991)
 EZ0720
 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EZ0720'DESTROYED--TOP IS GONE, SOME CONCRETE REMAINS ABOUT 15 INCHES BELOW
 EZ0720'GROUND.
 EZ0720
 EZ0720                          STATION RECOVERY (2004)
 EZ0720
 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ0720'MARK NOT FOUND.
 EZ0720
 EZ0720                          STATION RECOVERY (2005)
 EZ0720
 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2352 ***********************************************************************
 EB2352  DESIGNATION -  BUFFKINS
 EB2352  PID         -  EB2352
 EB2352  STATE/COUNTY-  NC/COLUMBUS
 EB2352  USGS QUAD   -  TABOR CITY WEST (1962)
 EB2352
 EB2352                         *CURRENT SURVEY CONTROL
 EB2352  ___________________________________________________________________
 EB2352* NAD 83(2001)-  34 09 17.27701(N)    078 53 02.06156(W)     ADJUSTED  
 EB2352* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 EB2352  ___________________________________________________________________
 EB2352  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 EB2352  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EB2352  HORZ ORDER  -  SECOND
 EB2352
 EB2352.The horizontal coordinates were established by classical geodetic methods
 EB2352.and adjusted by the National Geodetic Survey in August 2005.
 EB2352
 EB2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2352
 EB2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2352
 EB2352.The geoid height was determined by GEOID03.
 EB2352
 EB2352;                    North         East     Units Scale Factor Converg.
 EB2352;SPC NC       -    44,913.007   620,307.624   MT  1.00005422   +0 04 01.2
 EB2352;SPC NC       -   147,352.09  2,035,125.93   sFT  1.00005422   +0 04 01.2
 EB2352;UTM  17      - 3,781,343.061   695,078.029   MT  1.00006912   +1 11 18.3
 EB2352
 EB2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2352!SPC NC       -   1.00000059  x   1.00005422  =   1.00005481
 EB2352!UTM  17      -   1.00000059  x   1.00006912  =   1.00006971
 EB2352
 EB2352|---------------------------------------------------------------------|
 EB2352| PID    Reference Object                     Distance      Geod. Az  |
 EB2352|                                                           dddmmss.s |
 EB2352| EB2351 BEN                                 349.149 METERS 12634     |
 EB2352|---------------------------------------------------------------------|
 EB2352
 EB2352                          SUPERSEDED SURVEY CONTROL
 EB2352
 EB2352  NAD 83(1986)-  34 09 17.28460(N)    078 53 02.06552(W) AD(       ) 2
 EB2352  NAD 27      -  34 09 16.67178(N)    078 53 02.97951(W) AD(       ) 2
 EB2352  NGVD 29 (07/19/86)   30.9    (m)          101.     (f) VERT ANG    3  
 EB2352
 EB2352.Superseded values are not recommended for survey control.
 EB2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2352.See file dsdata.txt to determine how the superseded data were derived.
 EB2352
 EB2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9507881343(NAD 83)
 EB2352_MARKER: DE = TRAVERSE STATION DISK
 EB2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2352_STAMPING: BUFFKINS 1974
 EB2352_MARK LOGO: NCGS  
 EB2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2352+STABILITY: SURFACE MOTION
 EB2352
 EB2352  HISTORY     - Date     Condition        Report By
 EB2352  HISTORY     - 1974     MONUMENTED       NCGS
 EB2352  HISTORY     - 1988     GOOD             USPSQD
 EB2352  HISTORY     - 1990     GOOD             USPSQD
 EB2352
 EB2352                          STATION DESCRIPTION
 EB2352
 EB2352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2352'BUFFKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2352'THE VICINITY OF TABOR CITY, NORTH CAROLINA.
 EB2352'
 EB2352'BUFFKINS IS LOCATED IN NORTHWEST SECTION OF TABOR CITY.  TO REACH
 EB2352'STATION FROM INTERSECTION OF NC 904 WITH U.S. 701 BUSINESS AND NC
 EB2352'410 AT RAILROAD DEPOT IN TABOR CITY, PROCEED NORTH AND WEST ALONG NC
 EB2352'904 FOR 0.75 MILE TO STATION ON LEFT, APPROXIMATELY 225 FEET SSE OF
 EB2352'BUFFKINS STORE, AND APPROXIMATELY 45 FEET SOUTH OF INTERSECTION WITH
 EB2352'SR 1303.
 EB2352'
 EB2352'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2352'BUFFKINS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2352'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2352'
 EB2352'MARK IS 0.9 FT SW OF EDGE OF CURBING
 EB2352'
 EB2352'24.5 FT NW OF C/L OF DRIVEWAY ENTRANCE
 EB2352'
 EB2352'3.3 FT E OF PP WITH TELEPHONE PEDESTAL AND WITH ALUMINUM REF. TAG.
 EB2352'
 EB2352'27.0 FT N OF 8 INCH CEDAR AT N BRICK COLUMN OF CARPORT WITH
 EB2352'ALUMINUM REF. TAG.
 EB2352'
 EB2352'47.8 FT ENE OF E CORNER OF HOUSE 225
 EB2352
 EB2352                          STATION RECOVERY (1988)
 EB2352
 EB2352'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMP)
 EB2352'RECOVERED IN GOOD CONDITION.
 EB2352
 EB2352                          STATION RECOVERY (1990)
 EB2352
 EB2352'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 EB2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2919 ***********************************************************************
 FY2919  DESIGNATION -  BUG
 FY2919  PID         -  FY2919
 FY2919  STATE/COUNTY-  NC/GRANVILLE
 FY2919  USGS QUAD   -  STEM (1987)
 FY2919
 FY2919                         *CURRENT SURVEY CONTROL
 FY2919  ___________________________________________________________________
 FY2919* NAD 83(2001)-  36 12 41.07303(N)    078 43 36.84108(W)     ADJUSTED  
 FY2919* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 FY2919  ___________________________________________________________________
 FY2919  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 FY2919  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 FY2919  HORZ ORDER  -  SECOND
 FY2919
 FY2919.The horizontal coordinates were established by classical geodetic methods
 FY2919.and adjusted by the National Geodetic Survey in August 2005.
 FY2919
 FY2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2919
 FY2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2919
 FY2919.The geoid height was determined by GEOID03.
 FY2919
 FY2919;                    North         East     Units Scale Factor Converg.
 FY2919;SPC NC       -   273,092.287   634,159.290   MT  1.00001279   +0 09 27.5
 FY2919;SPC NC       -   895,970.28  2,080,570.94   sFT  1.00001279   +0 09 27.5
 FY2919;UTM  17      - 4,009,792.543   704,337.207   MT  1.00011448   +1 20 36.0
 FY2919
 FY2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2919!SPC NC       -   0.99998105  x   1.00001279  =   0.99999384
 FY2919!UTM  17      -   0.99998105  x   1.00011448  =   1.00009553
 FY2919
 FY2919:                Primary Azimuth Mark                     Grid Az
 FY2919:SPC NC       -  SIM                                      028 42 39.8
 FY2919:UTM  17      -  SIM                                      027 31 31.3
 FY2919
 FY2919|---------------------------------------------------------------------|
 FY2919| PID    Reference Object                     Distance      Geod. Az  |
 FY2919|                                                           dddmmss.s |
 FY2919| FY2015 SIM                                 477.476 METERS 0285207.3 |
 FY2919| FY2014 CHURCH                              APPROX. 0.9 KM 1615740.9 |
 FY2919|---------------------------------------------------------------------|
 FY2919
 FY2919                          SUPERSEDED SURVEY CONTROL
 FY2919
 FY2919  NAD 83(1993)-  36 12 41.07994(N)    078 43 36.84745(W) AD(       ) 2
 FY2919  NAD 83(1986)-  36 12 41.07933(N)    078 43 36.85200(W) AD(       ) 2
 FY2919  NAD 27      -  36 12 40.55565(N)    078 43 37.83759(W) AD(       ) 2
 FY2919  NGVD 29 (07/19/86)  152.5    (m)          500.     (f) VERT ANG    3  
 FY2919
 FY2919.Superseded values are not recommended for survey control.
 FY2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2919.See file dsdata.txt to determine how the superseded data were derived.
 FY2919
 FY2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0433709793(NAD 83)
 FY2919_MARKER: DE = TRAVERSE STATION DISK
 FY2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2919_STAMPING: BUG 1971
 FY2919_MARK LOGO: NCGS  
 FY2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2919+STABILITY: SURFACE MOTION
 FY2919
 FY2919  HISTORY     - Date     Condition        Report By
 FY2919  HISTORY     - 1971     MONUMENTED       NCGS
 FY2919  HISTORY     - 20080130 MARK NOT FOUND   GEOCAC
 FY2919
 FY2919                          STATION DESCRIPTION
 FY2919
 FY2919'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2919'BUG IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY2919'VICINITY OF STEM, NORTH CAROLINA.
 FY2919'
 FY2919'BUG IS LOCATED APPROXIMATELY 0.8 MILE NNW OF STEM.  TO REACH STATION
 FY2919'PROCEED FROM THE INTERSECTION OF SR 1004 AND SR 1137.  GO WEST
 FY2919'ALONG SR 1137 FOR 0.05 MILE TO STATION ON RIGHT.  AND 0.8 MILE EAST
 FY2919'OF INTERSECTION OF SR 1126 AND SR 1137.
 FY2919'
 FY2919'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2919'BUG 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY2919'IS 3 INCHES ABOVE THE GROUND.
 FY2919'
 FY2919'MARK IS
 FY2919'30.7 FEET N OF C/L OF SR 1137.
 FY2919'7.3 FEET S OF ALUMINUM REF. TAG ON PP NO. 6 W/TRANSFORMER.
 FY2919'15.0 FEET W OF ALUMINUM REF. TAG ON BUG CATCHER POST.
 FY2919'7.1 FEET NW OF BASE OF A GUY CABLE FOR PP NO. 6.
 FY2919'32.0 FEET SW OF BASE OF A GUY CABLE FOR PP NO. 6.
 FY2919'39.1 FEET E OF ALUMINUM REF. TAG ON A PASTURE CORNER FENCE
 FY2919'POST.  135.0 FEET SW OF WELL IN PASTURE.
 FY2919
 FY2919                          STATION RECOVERY (2008)
 FY2919
 FY2919'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 FY2919'VISITED SITE. MARK NOT FOUND. (ACCORDING TO NCGS, THIS STATION WAS
 FY2919'DESTROYED IN 1978.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2250 ***********************************************************************
 EB2250  DESIGNATION -  BUG HILL
 EB2250  PID         -  EB2250
 EB2250  STATE/COUNTY-  NC/COLUMBUS
 EB2250  USGS QUAD   -  FREELAND (1990)
 EB2250
 EB2250                         *CURRENT SURVEY CONTROL
 EB2250  ___________________________________________________________________
 EB2250* NAD 83(2001)-  34 04 38.78789(N)    078 36 58.30820(W)     ADJUSTED  
 EB2250* NAVD 88     -        12.     (meters)      39.     (feet)  SCALED    
 EB2250  ___________________________________________________________________
 EB2250  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 EB2250  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EB2250  HORZ ORDER  -  SECOND
 EB2250
 EB2250.The horizontal coordinates were established by classical geodetic methods
 EB2250.and adjusted by the National Geodetic Survey in August 2005.
 EB2250
 EB2250.The orthometric height was scaled from a topographic map.
 EB2250
 EB2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2250
 EB2250.The geoid height was determined by GEOID03.
 EB2250
 EB2250;                    North         East     Units Scale Factor Converg.
 EB2250;SPC NC       -    36,393.750   645,029.365   MT  1.00008068   +0 13 17.5
 EB2250;SPC NC       -   119,401.83  2,116,233.84   sFT  1.00008068   +0 13 17.5
 EB2250;UTM  17      - 3,773,307.312   719,962.899   MT  1.00019647   +1 20 10.4
 EB2250
 EB2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2250!SPC NC       -   1.00000369  x   1.00008068  =   1.00008437
 EB2250!UTM  17      -   1.00000369  x   1.00019647  =   1.00020016
 EB2250
 EB2250|---------------------------------------------------------------------|
 EB2250| PID    Reference Object                     Distance      Geod. Az  |
 EB2250|                                                           dddmmss.s |
 EB2250| EB3181 BUG HILL RM 1                        29.846 METERS 06507     |
 EB2250| EB3180 BUG HILL AZ MK                      APPROX. 0.8 KM 1670254.0 |
 EB2250| EB3182 BUG HILL RM 2                        30.763 METERS 29234     |
 EB2250|---------------------------------------------------------------------|
 EB2250
 EB2250                          SUPERSEDED SURVEY CONTROL
 EB2250
 EB2250  NAD 83(1986)-  34 04 38.79571(N)    078 36 58.31609(W) AD(       ) 2
 EB2250  NAD 27      -  34 04 38.18200(N)    078 36 59.26800(W) AD(       ) 2
 EB2250
 EB2250.Superseded values are not recommended for survey control.
 EB2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2250.See file dsdata.txt to determine how the superseded data were derived.
 EB2250
 EB2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT1996373307(NAD 83)
 EB2250_MARKER: DS = TRIANGULATION STATION DISK
 EB2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2250+STABILITY: SURFACE MOTION
 EB2250
 EB2250  HISTORY     - Date     Condition        Report By
 EB2250  HISTORY     - 1942     MONUMENTED       CGS
 EB2250  HISTORY     - 19891013 SEE DESCRIPTION  NCGS
 EB2250
 EB2250                          STATION DESCRIPTION
 EB2250
 EB2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2250'THE STATION IS ABOUT 1.75 MILES E OF THE BUG HILL STORE AND
 EB2250'SERVICE STATION, 0.9 MILE E OF THE SEVEN CREEK BAPTIST
 EB2250'CHURCH.  IN THE NW ANGLE OF CROSSROADS, SMALL STORE AND SERVICE
 EB2250'STATION IN THE SW ANGLE, 95 FEET NNW OF THE CENTER LINE OF THE
 EB2250'INTERSECTION OF CROSSROADS, 60 FEET E OF A 24-INCH PINE TREE,
 EB2250'45 FEET N OF AN E-W ROAD, AND 38 FEET E OF THE CENTER LINE OF
 EB2250'A N-S ROAD.  THE STATION MARK PROJECTS 5 INCHES AND IS
 EB2250'STAMPED BUG HILL 1942.
 EB2250'
 EB2250'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2250'STANDARD BRONZE DISKS SET IN CONCRETE.
 EB2250'
 EB2250'REFERENCE MARK NO.1 IS 97.92 FEET ENE OF THE STATION, 88 FEET
 EB2250'NW OF THE SW CORNER OF A NEW BUILDING THAT IS IN THE NE ANGLE
 EB2250'OF CROSSROADS, AND 53 FEET E OF THE CENTER LINE OF THE N-S
 EB2250'ROAD.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BUG HILL NO.1
 EB2250'1942.
 EB2250'
 EB2250'REFERENCE MARK NO.2 IS 100.93 FEET W OF THE STATION, 25 FEET N
 EB2250'OF THE CENTER LINE OF ROAD, 41 FEET W OF A 24-INCH PINE TREE,
 EB2250'AND 13 FEET E OF AN ARTESIAN WELL.  THE MARK PROJECTS 6 INCHES
 EB2250'AND IS STAMPED BUG HILL NO.2 1942.
 EB2250'
 EB2250'THE AZIMUTH MARK IS 0.45 MILE SSE OF THE STATION, 0.15 MILE
 EB2250'E OF THE CENTER LINE OF AN N-S GRADED DIRT ROAD, AT THE NW
 EB2250'CORNER OF A TOBACCO BARN, 42 FEET N OF A FARM ROAD, AND 1 FOOT
 EB2250'S OF A 4- BY 4-INCH WHITE POST.  THE MARK PROJECTS 4 INCHES AND
 EB2250'IS STAMPED BUG HILL 1942.  TO REACH FROM THE STATION GO S 0.4
 EB2250'MILE TO A FARM ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO A
 EB2250'TOBACCO BARN AND MARK.
 EB2250'
 EB2250'TO REACH THE STATION FROM THE OLD DOCK STORE, GO E ON STATE
 EB2250'HIGHWAY 130 FOR 0.65 MILE TO A T-ROAD RIGHT AT CLIFTONS OYSTER
 EB2250'ROAST, TURN RIGHT AND GO ON THE MAIN ROAD FOR 4.7 MILES TO THE
 EB2250'SMALL VILLAGE OF NAKINA.  HERE TURN LEFT AND GO 3.75 MILES
 EB2250'PAST THE NAKINA FIRE TOWER TO A T-ROAD LEFT AND THE BUG HILL
 EB2250'STORE ON THE RIGHT, TURN LEFT AND GO 1.75 MILES TO CROSSROADS
 EB2250'AND STATION ON LEFT IN THE NW ANGLE OF CROSSROADS.
 EB2250'
 EB2250'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB2250
 EB2250                          STATION RECOVERY (1989)
 EB2250
 EB2250'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB2250'STATION MARK AND RM 1 WERE NOT FOUND. RM 2 AND AZIMUTH MARK WERE
 EB2250'FOUND. THERE IS NO LINE OF SIGHT BETWEEN MARKS. AZIMUTH MARK WAS USED
 EB2250'IN GPS -- SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3180 ***********************************************************************
 EB3180  DESIGNATION -  BUG HILL AZ MK
 EB3180  PID         -  EB3180
 EB3180  STATE/COUNTY-  NC/COLUMBUS
 EB3180  USGS QUAD   -  FREELAND (1990)
 EB3180
 EB3180                         *CURRENT SURVEY CONTROL
 EB3180  ___________________________________________________________________
 EB3180* NAD 83(2007)-  34 04 14.05580(N)    078 36 51.47521(W)     ADJUSTED  
 EB3180* NAVD 88     -        12.7    (meters)      42.     (feet)  GPS OBS   
 EB3180  ___________________________________________________________________
 EB3180  EPOCH DATE  -        2002.00
 EB3180  X           -   1,044,087.810 (meters)                     COMP
 EB3180  Y           -  -5,184,776.155 (meters)                     COMP
 EB3180  Z           -   3,552,920.951 (meters)                     COMP
 EB3180  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 EB3180  ELLIP HEIGHT-         -22.463 (meters)          (02/10/07) ADJUSTED
 EB3180  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 EB3180
 EB3180  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB3180  Type    PID    Designation                      North   East  Ellip
 EB3180  -------------------------------------------------------------------
 EB3180  NETWORK EB3180 BUG HILL AZ MK                    0.47   0.39   1.39
 EB3180  -------------------------------------------------------------------
 EB3180
 EB3180.The horizontal coordinates were established by GPS observations
 EB3180.and adjusted by the National Geodetic Survey in February 2007.
 EB3180
 EB3180.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB3180.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB3180.The horizontal coordinates are valid at the epoch date displayed above.
 EB3180.The epoch date for horizontal control is a decimal equivalence
 EB3180.of Year/Month/Day.
 EB3180
 EB3180.The orthometric height was determined by GPS observations and a
 EB3180.high-resolution geoid model.
 EB3180
 EB3180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB3180
 EB3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3180
 EB3180.The ellipsoidal height was determined by GPS observations
 EB3180.and is referenced to NAD 83.
 EB3180
 EB3180.The geoid height was determined by GEOID03.
 EB3180
 EB3180;                    North         East     Units Scale Factor Converg.
 EB3180;SPC NC       -    35,632.324   645,207.531   MT  1.00008312   +0 13 21.4
 EB3180;SPC NC       -   116,903.72  2,116,818.37   sFT  1.00008312   +0 13 21.4
 EB3180;UTM  17      - 3,772,549.408   720,155.865   MT  1.00019751   +1 20 13.3
 EB3180
 EB3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3180!SPC NC       -   1.00000353  x   1.00008312  =   1.00008665
 EB3180!UTM  17      -   1.00000353  x   1.00019751  =   1.00020104
 EB3180
 EB3180:                Primary Azimuth Mark                     Grid Az
 EB3180:SPC NC       -  REEVES                                   337 59 51.2
 EB3180:UTM  17      -  REEVES                                   336 52 59.3
 EB3180
 EB3180|---------------------------------------------------------------------|
 EB3180| PID    Reference Object                     Distance      Geod. Az  |
 EB3180|                                                           dddmmss.s |
 EB3180| DH4755 REEVES                              471.138 METERS 3381312.6 |
 EB3180|---------------------------------------------------------------------|
 EB3180
 EB3180                          SUPERSEDED SURVEY CONTROL
 EB3180
 EB3180  NAD 83(2001)-  34 04 14.05587(N)    078 36 51.47419(W) AD(       ) 1
 EB3180  ELLIP H (03/13/03)  -22.495  (m)                       GP(       ) 4 2
 EB3180  NAD 83(1986)-  34 04 14.06430(N)    078 36 51.48136(W) AD(       ) 1
 EB3180
 EB3180.Superseded values are not recommended for survey control.
 EB3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3180.See file dsdata.txt to determine how the superseded data were derived.
 EB3180
 EB3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2015672549(NAD 83)
 EB3180_MARKER: DZ = AZIMUTH MARK DISK
 EB3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3180_STAMPING: BUG HILL 1942
 EB3180_MARK LOGO: CGS   
 EB3180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3180+STABILITY: SURFACE MOTION
 EB3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3180+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 EB3180
 EB3180  HISTORY     - Date     Condition        Report By
 EB3180  HISTORY     - 1942     MONUMENTED       CGS
 EB3180  HISTORY     - 19970625 GOOD             NCGS
 EB3180  HISTORY     - 20000601 GOOD             NCGS
 EB3180
 EB3180                          STATION DESCRIPTION
 EB3180
 EB3180'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 EB3180'RECOVERED AS DESCRIBED.
 EB3180
 EB3180                          STATION RECOVERY (2000)
 EB3180
 EB3180'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EB3180'STATION LOCATED ABOUT 12.6 MI (20.3 KM) NORTH-NORTHWEST OF CALABASH
 EB3180'AND 2.0 MI (3.2 KM) EAST-SOUTHEAST OF BUG HILL. PROCEED ALONG SR 1943
 EB3180'(REEVES FERRY ROAD)FOR 1.7 MI (2.7 KM) EAST FROM NC 905 TO SR 1934
 EB3180'(MANLEY SMITH ROAD), THENCE SOUTH ALONG SR 1934 FOR 0.45 MI (0.72 KM)
 EB3180'TO A FARM ROAD, THENCE EAST ALONG FARM ROAD FOR ABOUT 0.10 MI (0.16
 EB3180'KM) TO STATION, IN CLUSTER OF SCRUB TREES. LOCATED 636 FT (193.9 M)
 EB3180'SOUTHEAST OF CENTERLINE OF SR 1934, 40 FT (12.2 M) SOUTHWEST OF FARM
 EB3180'PATH, 51.3 FT (15.6 M) SOUTHWEST OF CENTERLINE OF NW/SE DITCH, 68.5 FT
 EB3180'(20.9 M) SOUTH-SOUTHEAST OF CORNER OF TWO FIELD DITCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1891 ***********************************************************************
 FZ1891  DESIGNATION -  BUGABOO
 FZ1891  PID         -  FZ1891
 FZ1891  STATE/COUNTY-  NC/WILKES
 FZ1891  USGS QUAD   -  THURMOND (1971)
 FZ1891
 FZ1891                         *CURRENT SURVEY CONTROL
 FZ1891  ___________________________________________________________________
 FZ1891* NAD 83(2001)-  36 15 59.35564(N)    080 56 41.41532(W)     ADJUSTED  
 FZ1891* NAVD 88     -       424.9    (meters)    1394.     (feet)  VERTCON   
 FZ1891  ___________________________________________________________________
 FZ1891  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 FZ1891  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 FZ1891  HORZ ORDER  -  SECOND
 FZ1891
 FZ1891.The horizontal coordinates were established by classical geodetic methods
 FZ1891.and adjusted by the National Geodetic Survey in August 2005.
 FZ1891
 FZ1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1891
 FZ1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1891
 FZ1891.The geoid height was determined by GEOID03.
 FZ1891
 FZ1891;                    North         East     Units Scale Factor Converg.
 FZ1891;SPC NC       -   280,882.242   434,845.389   MT  1.00002939   -1 07 21.0
 FZ1891;SPC NC       -   921,527.82  1,426,655.25   sFT  1.00002939   -1 07 21.0
 FZ1891;UTM  17      - 4,013,507.902   504,954.877   MT  0.99960030   +0 01 57.5
 FZ1891
 FZ1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1891!SPC NC       -   0.99993853  x   1.00002939  =   0.99996792
 FZ1891!UTM  17      -   0.99993853  x   0.99960030  =   0.99953886
 FZ1891
 FZ1891|---------------------------------------------------------------------|
 FZ1891| PID    Reference Object                     Distance      Geod. Az  |
 FZ1891|                                                           dddmmss.s |
 FZ1891| FZ2360 BUGABOO RM 1                         32.897 METERS 12510     |
 FZ1891| FZ2359 BUGABOO AZ MK                       APPROX. 0.5 KM 1482452.8 |
 FZ1891| FZ2361 BUGABOO RM 2                         29.736 METERS 18516     |
 FZ1891| FZ1902 GRAYSTONE INN WATER TANK            APPROX.16.6 KM 3534534.7 |
 FZ1891|---------------------------------------------------------------------|
 FZ1891
 FZ1891                          SUPERSEDED SURVEY CONTROL
 FZ1891
 FZ1891  NAD 83(1993)-  36 15 59.36146(N)    080 56 41.42362(W) AD(       ) 2
 FZ1891  NAD 83(1986)-  36 15 59.36424(N)    080 56 41.42281(W) AD(       ) 2
 FZ1891  NAD 83(1986)-  36 15 59.36549(N)    080 56 41.42238(W) AD(       ) 2
 FZ1891  NAD 27      -  36 15 58.88400(N)    080 56 42.15400(W) AD(       ) 2
 FZ1891  NGVD 29 (11/18/93)  425.1    (m)         1395.     (f) VERT ANG    3  
 FZ1891
 FZ1891.Superseded values are not recommended for survey control.
 FZ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1891.See file dsdata.txt to determine how the superseded data were derived.
 FZ1891
 FZ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0495513508(NAD 83)
 FZ1891_MARKER: DE = TRAVERSE STATION DISK
 FZ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1891_SP_SET: SQUARE CONCRETE MONUMENT
 FZ1891_STAMPING: BUGABOO 1954
 FZ1891_MARK LOGO: CGS   
 FZ1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1891+STABILITY: SURFACE MOTION
 FZ1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1891+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1992
 FZ1891
 FZ1891  HISTORY     - Date     Condition        Report By
 FZ1891  HISTORY     - 1954     MONUMENTED       CGS
 FZ1891  HISTORY     - 1954     GOOD             CGS
 FZ1891  HISTORY     - 1970     GOOD             NCGS
 FZ1891  HISTORY     - 1981     GOOD             NCGS
 FZ1891  HISTORY     - 19920615 GOOD             NCGS
 FZ1891
 FZ1891                          STATION DESCRIPTION
 FZ1891
 FZ1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1891'STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 FZ1891'CULTIVATED RIDGE, ABOUT 6 MILES NORTHWEST OF ELKIN AND 3 MILES
 FZ1891'NORTH OF RONDA AND IS ON THE PROPERTY OWNED BY COLON BARKER.  IT
 FZ1891'IS 54 FEET WEST OF AN 8 INCH APPLE TREE, 47 FEET NORTH OF
 FZ1891'A 6 INCH APPLE TREE, 12 FEET EAST OF A TWIN 8 INCH BLACK OAK
 FZ1891'TREE AND 7 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 FZ1891'PROJECTS 2 INCHES AND THE DISK IS STAMPED BUGABOO 1954.
 FZ1891'
 FZ1891'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF AN 8 INCH APPLE
 FZ1891'TREE AND 14 FEET EAST OF A 3 INCH PINE TREE.  THE MARK PROJECTS
 FZ1891'2 INCHES AND THE DISK IS STAMPED BUGABOO NO 1 1954.
 FZ1891'
 FZ1891'REFERENCE MARK NO. 2 IS 54 FEET WEST OF A 7 INCH APPLE TREE
 FZ1891'AND 1 FOOT NORTH OF AN EAST-WEST HEDGEROW.  THE MARK PROJECTS
 FZ1891'2 INCHES AND THE DISK IS STAMPED BUGABOO NO 2 1954.
 FZ1891'
 FZ1891'AZIMUTH MARK IS 52 FEET NORTHEAST OF A PAVED ROAD NORTH AND
 FZ1891'A GRAVEL ROAD EAST, 36 FEET EAST OF THE CENTER OF THE PAVED
 FZ1891'ROAD, 1 FOOT WEST OF A POWER POLE AND 1 FOOT NORTHWEST OF A
 FZ1891'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 FZ1891'IS STAMPED BUGABOO 1954.
 FZ1891'
 FZ1891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND
 FZ1891'STATE HIGHWAY 268 AT THE NORTH EDGE OF ELKIN, GO WEST ON
 FZ1891'HIGHWAY 268 FOR 6.95 MILES TO A SIDE ROAD RIGHT AND THE
 FZ1891'RONDA BAPTIST CHURCH ON THE LEFT IN THE VILLAGE OF RONDA.  TURN
 FZ1891'RIGHT AND GO NORTH ON PAVED ROAD FOR 1.35 MILES TO A FORK,
 FZ1891'KEEP RIGHT FORK AND CONTINUE NORTH FOR 2.0 MILES TO A
 FZ1891'SIDE ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 FZ1891'NORTH ON PAVED ROAD FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT,
 FZ1891'TURN LEFT AND GO WEST UP HILL ON DRIVEWAY FOR 0.05 MILE TO A
 FZ1891'BARN, BEAR LEFT FOR 0.05 MILE TO A HOUSE ON THE RIGHT,
 FZ1891'CONTINUE SOUTH ON FARM ROAD FOR ABOUT 300 FEET TO THE NORTH
 FZ1891'EDGE OF A CULTIVATED HILL, GO SOUTH UP HILL FOR 0.1 MILE TO
 FZ1891'THE HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 FZ1891'
 FZ1891'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1891
 FZ1891                          STATION RECOVERY (1954)
 FZ1891
 FZ1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FZ1891'RECOVERED IN GOOD CONDITION.
 FZ1891
 FZ1891                          STATION RECOVERY (1970)
 FZ1891
 FZ1891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF)
 FZ1891'BUGABOO 1954 GOOD.  ALL APPLE TREES GONE, 12 INCH OAK OKE.
 FZ1891'
 FZ1891'RM 1 GOOD.  DISTANCE CHECKED.
 FZ1891'
 FZ1891'RM 2 GOOD.  DISTANCE CHECKED.
 FZ1891'
 FZ1891'AZ. MARK GOOD.  DESCRIPTION GOOD.
 FZ1891
 FZ1891                          STATION RECOVERY (1981)
 FZ1891
 FZ1891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ1891'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1891'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 FZ1891'DESCRIPTION FOLLOWS.
 FZ1891'
 FZ1891'THE STATION IS LOCATED ABOUT 14.2 MI NORTHEAST OF NORTH WILKESBORO
 FZ1891'AND 3.3 MI NORTH OF RONDA.
 FZ1891'
 FZ1891'TO REACH THE STATION FROM THE INTERSECTION OF US 21 AND NC 268 (IN
 FZ1891'NORTH ELKIN), PROCEED WEST ALONG NC 268 FOR 6.4 MI TO SR 2014
 FZ1891'(MACEDONIA CHURCH ROAD) IN RONDA ON THE RIGHT, THENCE NORTH ALONG
 FZ1891'SR 2014 FOR 1.35 MI TO SR 1924 ON THE RIGHT, THENCE NORTH ALONG SR
 FZ1891'1924 FOR 2.2 MI TO SR 2024 ON THE RIGHT AND THE AZIMUTH MARK.
 FZ1891'CONTINUE NORTH ALONG SR 1924 FOR 0.45 MI TO A DRIVE ON THE LEFT,
 FZ1891'THENCE WEST ALONG THE DRIVE IN FRONT OF A BRICK HOUSE AND TOBACCO
 FZ1891'BARNS FOR 0.2 MI TO A GATE, THENCE THROUGH THE GATE ABOUT 150 FT TO
 FZ1891'THE TOP OF A PASTURE HILL AND THE STATION.
 FZ1891'
 FZ1891'THE STATION IS A STANDARD USCGS DISK
 FZ1891'STAMPED---BUGABOO 1954---,
 FZ1891'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1891'FLUSH WITH GROUND.  LOCATED
 FZ1891'86.7 FEET NORTH-NORTHWEST OF A 12 INCH APPLE,
 FZ1891'11.0 FEET NORTHEAST OF A 24 INCH CHESTNUT, AND
 FZ1891'90.7 FEET EAST OF A FENCE CORNER--ALL THREE WITH REFERENCE TAGS.
 FZ1891'
 FZ1891'REFERENCE MARK NO. 1 IS A STANDARD DISK
 FZ1891'STAMPED---BUGABOO NO 1 1954---,
 FZ1891'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1891'PROJECTING 1 INCH ABOVE GROUND.  LOCATED
 FZ1891'3.5 FEET NORTH-NORTHWEST OF A FENCE LINE--AND
 FZ1891'2.1 FEET NORTHEAST OF A 6 INCH PINE, AND
 FZ1891'3.0 FEET NORTH-NORTHWEST OF A 6 INCH PINE--BOTH WITH REFERENCE TAGS.
 FZ1891'
 FZ1891'REFERENCE MARK NO. 2 IS A STANDARD DISK
 FZ1891'STAMPED---BUGABOO NO 2 1954---,
 FZ1891'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FZ1891'PROJECTING 2 INCHES ABOVE GROUND.  LOCATED
 FZ1891'6.0 FEET NORTH-NORTHWEST OF THE CENTER OF A FENCE--AND
 FZ1891'5.4 FEET NORTH-NORTHEAST OF A 4 INCH PERSIMMON, AND
 FZ1891'8.6 FEET EAST-NORTHEAST OF AN 8 INCH CRABAPPLE--BOTH WITH REFERENCE
 FZ1891'TAGS.
 FZ1891'
 FZ1891'AZIMUTH MARK STAMPED---BUGABOO 1954---,
 FZ1891'IS SET INTO A SQUARE CONCRETE MONUMENT
 FZ1891'PROJECTING 3 INCHES ABOVE GROUND.  LOCATED
 FZ1891'37.0 FEET EAST OF THE CENTERLINE OF SR 1924,
 FZ1891'36.8 FEET NORTH OF THE CENTERLINE OF SR 2024, AND
 FZ1891'1.2 FEET WEST OF A POWER POLE WITH A PEDESTAL AND A REFERENCE TAG.
 FZ1891'
 FZ1891'MARK IS USCGS STATION.
 FZ1891
 FZ1891                          STATION RECOVERY (1992)
 FZ1891
 FZ1891'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2359 ***********************************************************************
 FZ2359  DESIGNATION -  BUGABOO AZ MK
 FZ2359  PID         -  FZ2359
 FZ2359  STATE/COUNTY-  NC/WILKES
 FZ2359  USGS QUAD   -  THURMOND (1971)
 FZ2359
 FZ2359                         *CURRENT SURVEY CONTROL
 FZ2359  ___________________________________________________________________
 FZ2359* NAD 83(2007)-  36 15 44.63587(N)    080 56 30.24031(W)     ADJUSTED  
 FZ2359* NAVD 88     -       380.7    (meters)    1249.     (feet)  VERTCON   
 FZ2359  ___________________________________________________________________
 FZ2359  EPOCH DATE  -        2002.00
 FZ2359  X           -     810,669.908 (meters)                     COMP
 FZ2359  Y           -  -5,084,895.207 (meters)                     COMP
 FZ2359  Z           -   3,751,913.435 (meters)                     COMP
 FZ2359  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FZ2359  ELLIP HEIGHT-         347.546 (meters)          (02/10/07) ADJUSTED
 FZ2359  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 FZ2359
 FZ2359  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ2359  Type    PID    Designation                      North   East  Ellip
 FZ2359  -------------------------------------------------------------------
 FZ2359  NETWORK FZ2359 BUGABOO AZ MK                     0.88   0.71   2.37
 FZ2359  -------------------------------------------------------------------
 FZ2359
 FZ2359.The horizontal coordinates were established by GPS observations
 FZ2359.and adjusted by the National Geodetic Survey in February 2007.
 FZ2359
 FZ2359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ2359.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ2359.The horizontal coordinates are valid at the epoch date displayed above.
 FZ2359.The epoch date for horizontal control is a decimal equivalence
 FZ2359.of Year/Month/Day.
 FZ2359
 FZ2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2359
 FZ2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ2359
 FZ2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2359
 FZ2359.The ellipsoidal height was determined by GPS observations
 FZ2359.and is referenced to NAD 83.
 FZ2359
 FZ2359.The geoid height was determined by GEOID03.
 FZ2359
 FZ2359;                    North         East     Units Scale Factor Converg.
 FZ2359;SPC NC       -   280,423.144   435,115.408   MT  1.00002812   -1 07 14.6
 FZ2359;SPC NC       -   920,021.60  1,427,541.13   sFT  1.00002812   -1 07 14.6
 FZ2359;UTM  17      - 4,013,054.534   505,233.977   MT  0.99960034   +0 02 04.1
 FZ2359
 FZ2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2359!SPC NC       -   0.99994546  x   1.00002812  =   0.99997358
 FZ2359!UTM  17      -   0.99994546  x   0.99960034  =   0.99954582
 FZ2359
 FZ2359                          SUPERSEDED SURVEY CONTROL
 FZ2359
 FZ2359  NAD 83(2001)-  36 15 44.63626(N)    080 56 30.24012(W) AD(       ) 1
 FZ2359  ELLIP H (03/13/03)  347.542  (m)                       GP(       ) 4 2
 FZ2359  NAD 83(1993)-  36 15 44.64151(N)    080 56 30.24818(W) AD(       ) 1
 FZ2359  NAD 83(1986)-  36 15 44.64462(N)    080 56 30.24754(W) AD(       ) 2
 FZ2359  NAD 83(1986)-  36 15 44.64462(N)    080 56 30.24754(W) AD(       ) 1
 FZ2359  NGVD 29 (11/18/93)  380.9    (m)         1250.     (f) GPS OBS     3  
 FZ2359
 FZ2359.Superseded values are not recommended for survey control.
 FZ2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2359.See file dsdata.txt to determine how the superseded data were derived.
 FZ2359
 FZ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA0523413055(NAD 83)
 FZ2359_MARKER: DZ = AZIMUTH MARK DISK
 FZ2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2359_SP_SET: CONCRETE POST
 FZ2359_STAMPING: BUGABOO 1954
 FZ2359_MARK LOGO: CGS   
 FZ2359_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2359+STABILITY: SURFACE MOTION
 FZ2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2359+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1992
 FZ2359
 FZ2359  HISTORY     - Date     Condition        Report By
 FZ2359  HISTORY     - 1954     MONUMENTED       CGS
 FZ2359  HISTORY     - 19920615 GOOD             NCGS
 FZ2359
 FZ2359                          STATION DESCRIPTION
 FZ2359
 FZ2359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FZ2359'THE STATION IS LOCATED APPROXIMATELY 13.8 MI (22.2 KM) NORTHEAST OF
 FZ2359'WILKESBORO AND 3.0 MI (4.8 KM) NORTH OF RONDA.
 FZ2359'PROCEED ALONG SR 2014 (MACEDONIA CHURCH ROAD) FOR 1.35 MI (2.17 KM)
 FZ2359'NORTH FROM NC 268 (IN RONDA), THENCE NORTHEAST FOR 2.2 MI (3.5 KM)
 FZ2359'ALONG SR 1924 (POPLAR SPRINGS ROAD) TO SR 2024 (LUFFMAN ROAD) AND THE
 FZ2359'STATION IN THE NORTHEAST CORNER OF THE INTERSECTION.
 FZ2359'MARK IS 1 FOOT HIGHER THAN THE ROAD AND RECESSED 3 INCHES BELOW THE
 FZ2359'GROUND. LOCATED 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF SR 1924,
 FZ2359'36.8 FT (11.2 M) NORTH OF THE CENTERLINE OF SR 2024 AND 1.2 FT
 FZ2359'(0.4 M) WEST OF A PEDESTAL BESIDE A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3238 ***********************************************************************
 EZ3238  DESIGNATION -  BUGS
 EZ3238  PID         -  EZ3238
 EZ3238  STATE/COUNTY-  NC/MONTGOMERY
 EZ3238  USGS QUAD   -  STAR (1994)
 EZ3238
 EZ3238                         *CURRENT SURVEY CONTROL
 EZ3238  ___________________________________________________________________
 EZ3238* NAD 83(2001)-  35 25 24.24055(N)    079 46 51.89332(W)     ADJUSTED  
 EZ3238* NAVD 88     -       185.143  (meters)     607.42   (feet)  ADJUSTED  
 EZ3238  ___________________________________________________________________
 EZ3238  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 EZ3238  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 EZ3238  DYNAMIC HT  -         184.979 (meters)     606.89  (feet)  COMP
 EZ3238  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 EZ3238
 EZ3238  HORZ ORDER  -  SECOND
 EZ3238  VERT ORDER  -  SECOND    CLASS II
 EZ3238
 EZ3238.The horizontal coordinates were established by classical geodetic methods
 EZ3238.and adjusted by the National Geodetic Survey in August 2005.
 EZ3238
 EZ3238.The orthometric height was determined by differential leveling
 EZ3238.and adjusted in June 1991.
 EZ3238
 EZ3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3238
 EZ3238.The geoid height was determined by GEOID03.
 EZ3238
 EZ3238.The dynamic height is computed by dividing the NAVD 88
 EZ3238.geopotential number by the normal gravity value computed on the
 EZ3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3238.degrees latitude (g = 980.6199 gals.).
 EZ3238
 EZ3238.The modeled gravity was interpolated from observed gravity values.
 EZ3238
 EZ3238;                    North         East     Units Scale Factor Converg.
 EZ3238;SPC NC       -   185,909.698   538,676.409   MT  0.99987706   -0 27 02.9
 EZ3238;SPC NC       -   609,938.73  1,767,307.52   sFT  0.99987706   -0 27 02.9
 EZ3238;UTM  17      - 3,920,680.468   610,655.114   MT  0.99975089   +0 42 23.7
 EZ3238
 EZ3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3238!SPC NC       -   0.99997574  x   0.99987706  =   0.99985280
 EZ3238!UTM  17      -   0.99997574  x   0.99975089  =   0.99972663
 EZ3238
 EZ3238:                Primary Azimuth Mark                     Grid Az
 EZ3238:SPC NC       -  SUE                                      187 22 54.9
 EZ3238:UTM  17      -  SUE                                      186 13 28.3
 EZ3238
 EZ3238|---------------------------------------------------------------------|
 EZ3238| PID    Reference Object                     Distance      Geod. Az  |
 EZ3238|                                                           dddmmss.s |
 EZ3238| EZ3237 SUE                                 423.966 METERS 1865552.0 |
 EZ3238| EZ3239 WHITE OAK                           APPROX. 0.8 KM 3532532.6 |
 EZ3238|---------------------------------------------------------------------|
 EZ3238
 EZ3238                          SUPERSEDED SURVEY CONTROL
 EZ3238
 EZ3238  NAD 83(1986)-  35 25 24.24650(N)    079 46 51.90566(W) AD(       ) 2
 EZ3238  NAD 27      -  35 25 23.75500(N)    079 46 52.76309(W) AD(       ) 2
 EZ3238  NGVD 29 (07/19/86)  185.4    (m)          608.     (f) VERT ANG    3  
 EZ3238
 EZ3238.Superseded values are not recommended for survey control.
 EZ3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3238.See file dsdata.txt to determine how the superseded data were derived.
 EZ3238
 EZ3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1065520680(NAD 83)
 EZ3238_MARKER: DE = TRAVERSE STATION DISK
 EZ3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3238_SP_SET: CONCRETE POST
 EZ3238_STAMPING: BUGS 1972
 EZ3238_MARK LOGO: NCGS  
 EZ3238_PROJECTION: FLUSH
 EZ3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3238+STABILITY: SURFACE MOTION
 EZ3238
 EZ3238  HISTORY     - Date     Condition        Report By
 EZ3238  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3238  HISTORY     - 1981     GOOD             NCGS
 EZ3238
 EZ3238                          STATION DESCRIPTION
 EZ3238
 EZ3238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3238'BUGS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3238'VICINITY OF ETHER, NORTH CAROLINA.
 EZ3238'
 EZ3238'BUGS IS LOCATED APPROXIMATELY 1.2 MILES SOUTH OF THE COMMUNITY OF
 EZ3238'ETHER, AND 1.5 MILES NORTH OF STAR.  TO REACH STATION FROM THE
 EZ3238'INTERSECTION OF US 220 AND SR 1002 IN STAR, PROCEED NORTH ALONG US
 EZ3238'220 FOR 1.5 MILES TO STATION ON RIGHT, 0.5 MILE SOUTH OF
 EZ3238'INTERSECTION WITH SR 1346 AND WHITE OAK SPRINGS PRIMITIVE BAPTIST
 EZ3238'CHURCH, AND ON THE SOUTH SIDE OF DRIVE TO FALSE BRICK SIDING
 EZ3238'HOUSE.
 EZ3238'
 EZ3238'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUGS
 EZ3238'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3238'FLUSH WITH THE GROUND.
 EZ3238'
 EZ3238'MARK IS
 EZ3238'29.5 FEET E OF C/L OF US 220.
 EZ3238'39.8 FEET NE OF INTERSECTION OF C/LS OF DRIVEWAY WEST WITH US 220.
 EZ3238'30.5 FEET S OF 20 INCH GUM WITH ALUMINUM REF. TAG.
 EZ3238'31.7 FEET NNW OF 20 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3238'10.8 FEET SW OF 6 INCH MAPLE.
 EZ3238
 EZ3238                          STATION RECOVERY (1981)
 EZ3238
 EZ3238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3238'1.5 MI NORTH FROM STAR.
 EZ3238'LOCATED ALONG US 220A, 1.5 MILES NORTH OF THE INTERSECTION WITH SR
 EZ3238'1002 IN STAR, (OR 1.1 MILES SOUTH OF SR 1363 AT ETHER), ON SOUTH SIDE
 EZ3238'OF DRIVE TO A BRICK SIDING HOUSE AND 0.5 MILE SOUTH OF SR 1346 AND
 EZ3238'WHITE OAK SPRINGS PRIMITIVE BAPTIST CHURCH, AND 29.5 FEET EAST OF
 EZ3238'CENTERLINE OF HIGHWAY, 39.8 FEET NORTHEAST OF CENTERLINE OF HIGHWAY
 EZ3238'AND DRIVEWAY TO WEST, AND 10.8 FEET SOUTHWEST OF 6 INCH MAPLE, 30.5
 EZ3238'FEET SOUTH OF 20 INCH GUM, AND 31.7 FEET NORTH-NORTHWEST OF 20 INCH
 EZ3238'PINE ALL WITH REFERENCE TAGS.
 EZ3238'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1908 ***********************************************************************
 AE1908  DESIGNATION -  BUICK
 AE1908  PID         -  AE1908
 AE1908  STATE/COUNTY-  NC/ROWAN
 AE1908  USGS QUAD   -  SALISBURY (1987)
 AE1908
 AE1908                         *CURRENT SURVEY CONTROL
 AE1908  ___________________________________________________________________
 AE1908* NAD 83(2001)-  35 40 23.26130(N)    080 28 36.19037(W)     ADJUSTED  
 AE1908* NAVD 88     -       226.858  (meters)     744.28   (feet)  ADJUSTED  
 AE1908  ___________________________________________________________________
 AE1908  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 AE1908  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 AE1908  DYNAMIC HT  -         226.656 (meters)     743.62  (feet)  COMP
 AE1908  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 AE1908
 AE1908  HORZ ORDER  -  SECOND
 AE1908  VERT ORDER  -  SECOND    CLASS I
 AE1908
 AE1908.The horizontal coordinates were established by classical geodetic methods
 AE1908.and adjusted by the National Geodetic Survey in August 2005.
 AE1908
 AE1908.The orthometric height was determined by differential leveling
 AE1908.and adjusted in September 1997.
 AE1908
 AE1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1908
 AE1908.The geoid height was determined by GEOID03.
 AE1908
 AE1908.The dynamic height is computed by dividing the NAVD 88
 AE1908.geopotential number by the normal gravity value computed on the
 AE1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1908.degrees latitude (g = 980.6199 gals.).
 AE1908
 AE1908.The modeled gravity was interpolated from observed gravity values.
 AE1908
 AE1908;                    North         East     Units Scale Factor Converg.
 AE1908;SPC NC       -   214,329.294   475,925.816   MT  0.99989956   -0 51 08.3
 AE1908;SPC NC       -   703,178.69  1,561,433.28   sFT  0.99989956   -0 51 08.3
 AE1908;UTM  17      - 3,947,820.686   547,356.089   MT  0.99962763   +0 18 18.6
 AE1908
 AE1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1908!SPC NC       -   0.99996929  x   0.99989956  =   0.99986885
 AE1908!UTM  17      -   0.99996929  x   0.99962763  =   0.99959693
 AE1908
 AE1908|---------------------------------------------------------------------|
 AE1908| PID    Reference Object                     Distance      Geod. Az  |
 AE1908|                                                           dddmmss.s |
 AE1908| AE1907 FUCHS                               259.377 METERS 30527     |
 AE1908| FA1815 SALISBURY RADIO STATION WSTP MAST   APPROX. 2.4 KM 3151642.6 |
 AE1908|---------------------------------------------------------------------|
 AE1908
 AE1908                          SUPERSEDED SURVEY CONTROL
 AE1908
 AE1908  NAD 83(1986)-  35 40 23.27065(N)    080 28 36.19761(W) AD(       ) 2
 AE1908  NGVD 29 (02/02/98)  227.08   (m)          745.0    (f) LEVELING    3  
 AE1908
 AE1908.Superseded values are not recommended for survey control.
 AE1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1908.See file dsdata.txt to determine how the superseded data were derived.
 AE1908
 AE1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4735647821(NAD 83)
 AE1908_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE1908_SP_SET: SIDEWALK
 AE1908_STAMPING: BUICK 1988
 AE1908_MARK LOGO: NCGS  
 AE1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1908+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 AE1908
 AE1908  HISTORY     - Date     Condition        Report By
 AE1908  HISTORY     - 1988     MONUMENTED       NCGS
 AE1908  HISTORY     - 20060302 GOOD             USPSQD
 AE1908
 AE1908                          STATION DESCRIPTION
 AE1908
 AE1908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AE1908'STATION IS LOCATED IN SALISBURY. ALONG SR 2048 (INNES STREET) FOR 0.9
 AE1908'KM (0.55 MI) NORTH FROM US 70 AND NC 150 (MAIN STREET), AT CRAIGE
 AE1908'STREET IN THE WEST MOST QUADRANT. MARK IS ABOUT LEVEL WITH THE
 AE1908'HIGHWAY.  LOCATED 6.46 M (21.19 FT) SOUTHWEST OF THE CENTERLINE OF
 AE1908'INNES STREET, 63.79 M (209.28 FT) NORTHWEST OF THE CENTERLINE OF
 AE1908'CRAIGE STREET, 23.01 M (75.49 FT) EAST-NORTHEAST OF THE SOUTH EAST
 AE1908'CORNER OF A 1-STORY BRICK BUILDING, 16.61 M (54.49 FT) NORTHWEST OF A
 AE1908'10-INCH ROUND METAL SIGN POLE, AND 19.48 M (63.91 FT) SOUTHEAST OF A
 AE1908'LIGHT POLE WITH A REFERENCE TAG.
 AE1908
 AE1908                          STATION RECOVERY (2006)
 AE1908
 AE1908'RECOVERY NOTE BY US POWER SQUADRON 2006 (GPS)
 AE1908'LIGHT POLE WITH REFERENCE TAG AND 10-INCH ROUND METAL SIGN POLE ARE
 AE1908'MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3801 ***********************************************************************
 EB3801  DESIGNATION -  BUIE
 EB3801  PID         -  EB3801
 EB3801  STATE/COUNTY-  NC/ROBESON
 EB3801  USGS QUAD   -  RED SPRINGS (1974)
 EB3801
 EB3801                         *CURRENT SURVEY CONTROL
 EB3801  ___________________________________________________________________
 EB3801* NAD 83(2001)-  34 45 39.72068(N)    079 10 33.05044(W)     ADJUSTED  
 EB3801* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 EB3801  ___________________________________________________________________
 EB3801  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 EB3801  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 EB3801  HORZ ORDER  -  SECOND
 EB3801
 EB3801.The horizontal coordinates were established by classical geodetic methods
 EB3801.and adjusted by the National Geodetic Survey in August 2005.
 EB3801
 EB3801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3801
 EB3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3801
 EB3801.The geoid height was determined by GEOID03.
 EB3801
 EB3801;                    North         East     Units Scale Factor Converg.
 EB3801;SPC NC       -   112,169.144   593,503.381   MT  0.99990903   -0 06 05.4
 EB3801;SPC NC       -   368,008.27  1,947,185.68   sFT  0.99990903   -0 06 05.4
 EB3801;UTM  17      - 3,848,058.673   666,949.377   MT  0.99994354   +1 02 25.0
 EB3801
 EB3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3801!SPC NC       -   0.99999631  x   0.99990903  =   0.99990534
 EB3801!UTM  17      -   0.99999631  x   0.99994354  =   0.99993985
 EB3801
 EB3801                          SUPERSEDED SURVEY CONTROL
 EB3801
 EB3801  NAD 83(1986)-  34 45 39.73539(N)    079 10 33.05142(W) AD(       ) 2
 EB3801  NGVD 29 (04/22/91)   56.9    (m)          187.     (f) VERT ANG    3  
 EB3801
 EB3801.Superseded values are not recommended for survey control.
 EB3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3801.See file dsdata.txt to determine how the superseded data were derived.
 EB3801
 EB3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6694948059(NAD 83)
 EB3801_MARKER: DE = TRAVERSE STATION DISK
 EB3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3801_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3801+STABILITY: SURFACE MOTION
 EB3801
 EB3801  HISTORY     - Date     Condition        Report By
 EB3801  HISTORY     - 1977     MONUMENTED       NCGS
 EB3801  HISTORY     - 19970426 GOOD             USPSQD
 EB3801
 EB3801                          STATION DESCRIPTION
 EB3801
 EB3801'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3801'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF RED SPRINGS
 EB3801'AND 0.4 MILES WEST-NORTHWEST OF PHILADELPHUS.
 EB3801'
 EB3801'TO REACH STATION FROM INTERSECTION OF NC 710 AND NC 72, 2.0 MILES
 EB3801'SOUTH OF RED SPRINGS, PROCEED SOUTH ALONG NC 710 FOR 1.45 MILES TO
 EB3801'SR 1318 CROSSROADS, THENCE SOUTHEAST ALONG SR 1318 FOR 1.75 MILES TO
 EB3801'STATION IN LEFT SHOULDER IN FRONT OF THE JOHN PAT BUIE RESIDENCE AND
 EB3801'0.4 MILE NORTHWEST OF INTERSECTION WITH NC 72.
 EB3801'
 EB3801'STATION MARK IS A STANDARD DISK STAMPED---BUIE 1977---SET IN THE TOP
 EB3801'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3801'THE MARK IS 14.1 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1318, 13.4
 EB3801'FEET SOUTH OF A 20 INCH HICKORY WITH REFERENCE TAG, 17.7 FEET
 EB3801'SOUTHWEST OF AN 8 INCH HICKORY WITH REFERENCE TAG, 16.0 FEET
 EB3801'WEST-SOUTHWEST OF AN 18 INCH HICKORY WITH REFERENCE TAG AND 70.7 FEET
 EB3801'SOUTHEAST OF TELEPHONE POLE PEDESTAL R170N.
 EB3801
 EB3801                          STATION RECOVERY (1997)
 EB3801
 EB3801'RECOVERY NOTE BY US POWER SQUADRON 1997
 EB3801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4757 ***********************************************************************
 EZ4757  DESIGNATION -  BUIES CREEK MUN TANK
 EZ4757  PID         -  EZ4757
 EZ4757  STATE/COUNTY-  NC/HARNETT
 EZ4757  USGS QUAD   -  COATS (1987)
 EZ4757
 EZ4757                         *CURRENT SURVEY CONTROL
 EZ4757  ___________________________________________________________________
 EZ4757* NAD 83(2001)-  35 24 20.81744(N)    078 44 31.31330(W)     ADJUSTED  
 EZ4757* NAVD 88     -              **(meters)            **(feet)            
 EZ4757  ___________________________________________________________________
 EZ4757  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 EZ4757  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EZ4757  HORZ ORDER  -  THIRD
 EZ4757
 EZ4757.The horizontal coordinates were established by classical geodetic methods
 EZ4757.and adjusted by the National Geodetic Survey in August 2005.
 EZ4757
 EZ4757
 EZ4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4757
 EZ4757.The geoid height was determined by GEOID03.
 EZ4757
 EZ4757;                    North         East     Units Scale Factor Converg.
 EZ4757;SPC NC       -   183,706.721   633,030.919   MT  0.99987619   +0 08 56.0
 EZ4757;SPC NC       -   602,711.13  2,076,868.94   sFT  0.99987619   +0 08 56.0
 EZ4757;UTM  17      - 3,920,385.770   705,038.610   MT  1.00011812   +1 18 31.1
 EZ4757
 EZ4757                          SUPERSEDED SURVEY CONTROL
 EZ4757
 EZ4757  NAD 83(1986)-  35 24 20.82239(N)    078 44 31.32153(W) AD(       ) 4
 EZ4757  NAD 27      -  35 24 20.24249(N)    078 44 32.24445(W) AD(       ) 3
 EZ4757
 EZ4757.Superseded values are not recommended for survey control.
 EZ4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4757.See file dsdata.txt to determine how the superseded data were derived.
 EZ4757
 EZ4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0503920386(NAD 83)
 EZ4757_MARKER: 53 = ELEVATED TANK
 EZ4757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4757+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 EZ4757
 EZ4757  HISTORY     - Date     Condition        Report By
 EZ4757  HISTORY     - 1972     FIRST OBSERVED   NCGS
 EZ4757  HISTORY     - 19990410 GOOD             USPSQD
 EZ4757  HISTORY     - 20030408 GOOD             USPSQD
 EZ4757  HISTORY     - 20060223 GOOD             GEOCAC
 EZ4757
 EZ4757                          STATION DESCRIPTION
 EZ4757
 EZ4757'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4757'BUIES CREEK MUNICIPAL TANK IS AN INTERSECTION STATION IN THE
 EZ4757'VICINITY OF BUIES CREEK, NORTH CAROLINA.
 EZ4757'
 EZ4757'BUIES CREEK MUNICIPAL TANK IS LOCATED IN BUIES CREEK.  STATION
 EZ4757'IS IN THE WESTERN SECTION OF BUIES CREEK, 0.3 MILE E OF THE
 EZ4757'INTERSECTION OF NC 27 AND US 421, ON N SIDE OF US 421 AND NEAR NEW
 EZ4757'DORMITORIES FOR BUIES CREEK COLLEGE.
 EZ4757'
 EZ4757'THE WATER TANK HAS FOUR LEGS, SILVERED COLORED.  POINT INTERSECTED
 EZ4757'WAS BALL ON TOP.
 EZ4757
 EZ4757                          STATION RECOVERY (1999)
 EZ4757
 EZ4757'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ4757'RECOVERED IN GOOD CONDITION.
 EZ4757
 EZ4757                          STATION RECOVERY (2003)
 EZ4757
 EZ4757'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 EZ4757'THE WATER TANK IS NOW CREAM COLORED.
 EZ4757
 EZ4757                          STATION RECOVERY (2006)
 EZ4757
 EZ4757'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ4757'NC27 HAS BEEN REROUTED. THE FORMER ROUTE IS NOW SR2084 (LESLIE
 EZ4757'CAMPBELL AVE).  TANK IS LOCATED AT 5141 HIGHWAY 421, ON THE WEST SIDE
 EZ4757'OF A BRICK BUILDING USED BY THE UNIVERSITY UTILITY SERVICES
 EZ4757'DEPARTMENT. A NEW TANK HAS BEEN ERECTED ON THE EAST SIDE OF THE
 EZ4757'BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3671 ***********************************************************************
 GA3671  DESIGNATION -  BULA
 GA3671  PID         -  GA3671
 GA3671  STATE/COUNTY-  NC/MITCHELL
 GA3671  USGS QUAD   -  BAKERSVILLE (1978)
 GA3671
 GA3671                         *CURRENT SURVEY CONTROL
 GA3671  ___________________________________________________________________
 GA3671* NAD 83(2001)-  36 06 44.30425(N)    082 11 28.47547(W)     ADJUSTED  
 GA3671* NAVD 88     -       871.9    (meters)    2861.     (feet)  VERTCON   
 GA3671  ___________________________________________________________________
 GA3671  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 GA3671  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 GA3671  HORZ ORDER  -  SECOND
 GA3671
 GA3671.The horizontal coordinates were established by classical geodetic methods
 GA3671.and adjusted by the National Geodetic Survey in August 2005.
 GA3671
 GA3671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3671
 GA3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3671
 GA3671.The geoid height was determined by GEOID03.
 GA3671
 GA3671;                    North         East     Units Scale Factor Converg.
 GA3671;SPC NC       -   266,679.787   322,329.200   MT  0.99998528   -1 50 30.8
 GA3671;SPC NC       -   874,931.93  1,057,508.38   sFT  0.99998528   -1 50 30.8
 GA3671;UTM  17      - 3,997,061.965   392,786.138   MT  0.99974163   -0 42 07.7
 GA3671
 GA3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3671!SPC NC       -   0.99986798  x   0.99998528  =   0.99985326
 GA3671!UTM  17      -   0.99986798  x   0.99974163  =   0.99960964
 GA3671
 GA3671                          SUPERSEDED SURVEY CONTROL
 GA3671
 GA3671  NAD 83(1995)-  36 06 44.30913(N)    082 11 28.46849(W) AD(       ) 2
 GA3671  NAD 83(1993)-  36 06 44.31560(N)    082 11 28.47527(W) AD(       ) 2
 GA3671  NAD 83(1993)-  36 06 44.31549(N)    082 11 28.47555(W) AD(       ) 2
 GA3671  NAD 83(1986)-  36 06 44.31479(N)    082 11 28.47615(W) AD(       ) 2
 GA3671  NGVD 29 (02/22/93)  871.9    (m)         2861.     (f) VERT ANG    3  
 GA3671
 GA3671.Superseded values are not recommended for survey control.
 GA3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3671.See file dsdata.txt to determine how the superseded data were derived.
 GA3671
 GA3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9278697062(NAD 83)
 GA3671_MARKER: DE = TRAVERSE STATION DISK
 GA3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3671_SP_SET: CONCRETE POST
 GA3671_STAMPING: BULA 1981
 GA3671_MARK LOGO: NCGS  
 GA3671_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 GA3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3671+STABILITY: SURFACE MOTION
 GA3671
 GA3671  HISTORY     - Date     Condition        Report By
 GA3671  HISTORY     - 1981     MONUMENTED       NCGS
 GA3671
 GA3671                          STATION DESCRIPTION
 GA3671
 GA3671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 GA3671'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) NORTHEAST OF BULADEAN AND
 GA3671'10.9 KM (6.8 MI) NORTH-NORTHWEST OF BAKERSVILLE.
 GA3671'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND SR 1330
 GA3671'(HUGHES GAP ROAD) IN BULADEAN, PROCEED NORTHEAST ALONG SR 1330 FOR 0.5
 GA3671'KM (0.3 MI) TO THE STATION ON THE LEFT AT A TELEPHONE POLE.
 GA3671'THE STATION IS A STANDARD NCGS DISK STAMPED---BULA 1981---, SET INTO
 GA3671'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 CM
 GA3671'ABOVE GROUND.  LOCATED 9.8 METERS (32.0 FT) NORTHWEST OF THE
 GA3671'CENTERLINE OF SR 1330, 8.0 METERS (26.1 FT) SOUTH OF THE CENTER OF A
 GA3671'WELL, 29.4 METERS (96.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GA3671'CONCRETE BLOCK HOUSE--AND 1.0 METER (3.2 FT) WEST-SOUTHWEST OF A
 GA3671'TELEPHONE POLE, 7.0 METERS (23.0 FT) SOUTHEAST OF AN 8-INCH
 GA3671'POPLAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2175 ***********************************************************************
 FY2175  DESIGNATION -  BULK
 FY2175  PID         -  FY2175
 FY2175  STATE/COUNTY-  NC/CASWELL
 FY2175  USGS QUAD   -  RIDGEVILLE (1994)
 FY2175
 FY2175                         *CURRENT SURVEY CONTROL
 FY2175  ___________________________________________________________________
 FY2175* NAD 83(2001)-  36 16 16.64841(N)    079 11 59.05970(W)     ADJUSTED  
 FY2175* NAVD 88     -       209.470  (meters)     687.24   (feet)  ADJUSTED  
 FY2175  ___________________________________________________________________
 FY2175  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FY2175  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 FY2175  DYNAMIC HT  -         209.304 (meters)     686.69  (feet)  COMP
 FY2175  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 FY2175
 FY2175  HORZ ORDER  -  SECOND
 FY2175  VERT ORDER  -  SECOND    CLASS II
 FY2175
 FY2175.The horizontal coordinates were established by classical geodetic methods
 FY2175.and adjusted by the National Geodetic Survey in August 2005.
 FY2175
 FY2175.The orthometric height was determined by differential leveling
 FY2175.and adjusted in June 1991.
 FY2175
 FY2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2175
 FY2175.The geoid height was determined by GEOID03.
 FY2175
 FY2175.The dynamic height is computed by dividing the NAVD 88
 FY2175.geopotential number by the normal gravity value computed on the
 FY2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2175.degrees latitude (g = 980.6199 gals.).
 FY2175
 FY2175.The modeled gravity was interpolated from observed gravity values.
 FY2175
 FY2175;                    North         East     Units Scale Factor Converg.
 FY2175;SPC NC       -   279,721.428   591,653.375   MT  1.00003088   -0 06 55.0
 FY2175;SPC NC       -   917,719.39  1,941,116.11   sFT  1.00003088   -0 06 55.0
 FY2175;UTM  17      - 4,015,542.513   661,703.774   MT  0.99992218   +1 03 55.0
 FY2175
 FY2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2175!SPC NC       -   0.99997194  x   1.00003088  =   1.00000282
 FY2175!UTM  17      -   0.99997194  x   0.99992218  =   0.99989412
 FY2175
 FY2175                          SUPERSEDED SURVEY CONTROL
 FY2175
 FY2175  NAD 83(1993)-  36 16 16.65005(N)    079 11 59.06326(W) AD(       ) 2
 FY2175  NAD 83(1986)-  36 16 16.65083(N)    079 11 59.06574(W) AD(       ) 2
 FY2175  NGVD 29 (03/05/92)  209.700  (m)          687.99   (f) ADJUSTED    2 2
 FY2175
 FY2175.Superseded values are not recommended for survey control.
 FY2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2175.See file dsdata.txt to determine how the superseded data were derived.
 FY2175
 FY2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6170415543(NAD 83)
 FY2175_MARKER: DE = TRAVERSE STATION DISK
 FY2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2175_SP_SET: CONCRETE POST
 FY2175_STAMPING: BULK 1982
 FY2175_MARK LOGO: NCGS  
 FY2175_PROJECTION: FLUSH
 FY2175_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2175+STABILITY: SURFACE MOTION
 FY2175
 FY2175  HISTORY     - Date     Condition        Report By
 FY2175  HISTORY     - 1982     MONUMENTED       NCGS
 FY2175  HISTORY     - 1982     GOOD             NCGS
 FY2175  HISTORY     - 1985     GOOD             USPSQD
 FY2175
 FY2175                          STATION DESCRIPTION
 FY2175
 FY2175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2175'1.6 MI NORTH FROM PROSPECT HILL.
 FY2175'ALONG NC 86, 1.6 MILES NORTH OF THE POST OFFICE IN PROSPECT HILL, OR
 FY2175'0.15 MILE NORTHWEST OF THE INTERSECTION WITH SR 1719 AND
 FY2175'APPROXIMATELY 200 FEET EAST OF A ONE STORY BRICK HOUSE, 23.2 FEET
 FY2175'SOUTHWEST OF CENTERLINE OF HIGHWAY, 50.0 FEET NORTHWEST OF
 FY2175'CENTERLINE OF FARM ROAD, 54.5 FEET NORTH-NORTHEAST OF NORTHERNMOST
 FY2175'CORNER OF WELL HOUSE, 68.6 FEET SOUTHEAST OF POWER POLE WITH
 FY2175'TRANSFORMER AND REFERENCE TAG AND 108.4 FEET NORTH-NORTHWEST OF
 FY2175'POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
 FY2175'THE MARK IS 4 FT BELOW HIGHWAY.
 FY2175
 FY2175                          STATION RECOVERY (1985)
 FY2175
 FY2175'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4378 ***********************************************************************
 EZ4378  DESIGNATION -  BULK
 EZ4378  PID         -  EZ4378
 EZ4378  STATE/COUNTY-  NC/FRANKLIN
 EZ4378  USGS QUAD   -  BUNN WEST (1973)
 EZ4378
 EZ4378                         *CURRENT SURVEY CONTROL
 EZ4378  ___________________________________________________________________
 EZ4378* NAD 83(2001)-  35 53 59.33134(N)    078 15 58.82597(W)     ADJUSTED  
 EZ4378* NAVD 88     -       102.1    (meters)     335.     (feet)  VERTCON   
 EZ4378  ___________________________________________________________________
 EZ4378  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EZ4378  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 EZ4378  HORZ ORDER  -  SECOND
 EZ4378
 EZ4378.The horizontal coordinates were established by classical geodetic methods
 EZ4378.and adjusted by the National Geodetic Survey in August 2005.
 EZ4378
 EZ4378.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4378
 EZ4378.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4378
 EZ4378.The geoid height was determined by GEOID03.
 EZ4378
 EZ4378;                    North         East     Units Scale Factor Converg.
 EZ4378;SPC NC       -   238,729.620   675,829.416   MT  0.99993644   +0 25 24.4
 EZ4378;SPC NC       -   783,232.09  2,217,283.68   sFT  0.99993644   +0 25 24.4
 EZ4378;UTM  17      - 3,976,289.177   746,718.961   MT  1.00035012   +1 36 13.5
 EZ4378
 EZ4378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4378!SPC NC       -   0.99998932  x   0.99993644  =   0.99992576
 EZ4378!UTM  17      -   0.99998932  x   1.00035012  =   1.00033943
 EZ4378
 EZ4378:                Primary Azimuth Mark                     Grid Az
 EZ4378:SPC NC       -  BUNN WEYERHAUSER RADIO ANT               000 23 13.5
 EZ4378:UTM  17      -  BUNN WEYERHAUSER RADIO ANT               359 12 24.4
 EZ4378
 EZ4378|---------------------------------------------------------------------|
 EZ4378| PID    Reference Object                     Distance      Geod. Az  |
 EZ4378|                                                           dddmmss.s |
 EZ4378| EZ4376 BUNN WEYERHAUSER RADIO ANT          APPROX. 7.1 KM 0004837.9 |
 EZ4378| EZ4364 BUNN MUN WATER TANK                 APPROX. 7.0 KM 0072352.1 |
 EZ4378| EZ4377 PHILLIPS                            APPROX. 1.0 KM 1761305.1 |
 EZ4378|---------------------------------------------------------------------|
 EZ4378
 EZ4378                          SUPERSEDED SURVEY CONTROL
 EZ4378
 EZ4378  NAD 83(1986)-  35 53 59.33807(N)    078 15 58.83807(W) AD(       ) 2
 EZ4378  NAD 27      -  35 53 58.78559(N)    078 15 59.85424(W) AD(       ) 2
 EZ4378  NGVD 29 (07/19/86)  102.4    (m)          336.     (f) VERT ANG    3  
 EZ4378
 EZ4378.Superseded values are not recommended for survey control.
 EZ4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4378.See file dsdata.txt to determine how the superseded data were derived.
 EZ4378
 EZ4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4671976289(NAD 83)
 EZ4378_MARKER: DE = TRAVERSE STATION DISK
 EZ4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4378+STABILITY: SURFACE MOTION
 EZ4378
 EZ4378  HISTORY     - Date     Condition        Report By
 EZ4378  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4378  HISTORY     - 20051219 POOR             USPSQD
 EZ4378
 EZ4378                          STATION DESCRIPTION
 EZ4378
 EZ4378'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4378'BULK IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED IN THE
 EZ4378'VICINITY OF PILOT AND APPROXIMATELY 5.8 MILES NORTH-NORTHEAST OF
 EZ4378'ZEBULON (WAKE CO.), NORTH CAROLINA.
 EZ4378'
 EZ4378'TO REACH STATION FROM INTERSECTION OF NC 39 WITH OLD US 64 (SR 1770)
 EZ4378'IN PILOT, PROCEED NORTHERLY ALONG NC 39 FOR 1.1 MILES TO STATION ON
 EZ4378'LEFT ON 4 FOOT CUT, ON PROLONGATION OF SOUTH SIDE OF A TIN COVERED
 EZ4378'BARN, AND NORTH OF A DIRT DRIVEWAY LEADING WEST TO AN OLD FARM HOUSE,
 EZ4378'0.05 MILE SOUTH OF T INTERSECTION WITH SR 1741 (EAST).
 EZ4378'
 EZ4378'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BULK 1976---, SET IN
 EZ4378'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EZ4378'SURFACE OF THE GROUND.  THE MARK IS 33.5 FEET WEST-NORTHWEST OF THE
 EZ4378'CENTERLINE OF NC 39, 78.6 NORTH OF THE CENTERLINE DIRT DRIVEWAY (WEST)
 EZ4378', 90.1 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF TIN BARN, 105.4 FEET
 EZ4378'EAST-NORTHEAST OF CENTER OF TOP OF CEMENT WELL CAP, 82.5 FEET WEST OF
 EZ4378'TELEPHONE PEDESTAL NO.P14-E, AND 41.3 FEET NORTH-NORTHEAST OF POWER
 EZ4378'POLE NO.29 20 WITH ALUMINUM TAG.
 EZ4378
 EZ4378                          STATION RECOVERY (2005)
 EZ4378
 EZ4378'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EZ4378'CONCRETE MONUMENT WAS FOUND WITH POST THAT APPEARED TO BE REMAINDER OF
 EZ4378'MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2405 ***********************************************************************
 EY2405  DESIGNATION -  BULK
 EY2405  PID         -  EY2405
 EY2405  STATE/COUNTY-  NC/JONES
 EY2405  USGS QUAD   -  TRENTON (1982)
 EY2405
 EY2405                         *CURRENT SURVEY CONTROL
 EY2405  ___________________________________________________________________
 EY2405* NAD 83(2001)-  35 03 18.45004(N)    077 21 24.93874(W)     ADJUSTED  
 EY2405* NAVD 88     -        10.7    (meters)      35.     (feet)  VERTCON   
 EY2405  ___________________________________________________________________
 EY2405  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 EY2405  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 EY2405  HORZ ORDER  -  SECOND
 EY2405
 EY2405.The horizontal coordinates were established by classical geodetic methods
 EY2405.and adjusted by the National Geodetic Survey in August 2005.
 EY2405
 EY2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2405
 EY2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2405
 EY2405.The geoid height was determined by GEOID03.
 EY2405
 EY2405;                    North         East     Units Scale Factor Converg.
 EY2405;SPC NC       -   146,017.828   759,468.583   MT  0.99987845   +0 56 54.0
 EY2405;SPC NC       -   479,060.16  2,491,689.84   sFT  0.99987845   +0 56 54.0
 EY2405;UTM  18      - 3,881,696.418   285,050.013   MT  1.00016947   -1 21 15.3
 EY2405
 EY2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2405!SPC NC       -   1.00000412  x   0.99987845  =   0.99988257
 EY2405!UTM  18      -   1.00000412  x   1.00016947  =   1.00017359
 EY2405
 EY2405|---------------------------------------------------------------------|
 EY2405| PID    Reference Object                     Distance      Geod. Az  |
 EY2405|                                                           dddmmss.s |
 EY2405| EY2403 POLE                                356.067 METERS 15708     |
 EY2405| EY2406 SHACK                               288.373 METERS 35140     |
 EY2405|---------------------------------------------------------------------|
 EY2405
 EY2405                          SUPERSEDED SURVEY CONTROL
 EY2405
 EY2405  NAD 83(1986)-  35 03 18.46198(N)    077 21 24.94702(W) AD(       ) 2
 EY2405  NAD 27      -  35 03 17.89114(N)    077 21 26.09495(W) AD(       ) 2
 EY2405  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG    3  
 EY2405
 EY2405.Superseded values are not recommended for survey control.
 EY2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2405.See file dsdata.txt to determine how the superseded data were derived.
 EY2405
 EY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8505081696(NAD 83)
 EY2405_MARKER: DE = TRAVERSE STATION DISK
 EY2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2405_STAMPING: BULK 1975
 EY2405_MARK LOGO: NCGS  
 EY2405_PROJECTION: FLUSH
 EY2405_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2405+STABILITY: SURFACE MOTION
 EY2405
 EY2405  HISTORY     - Date     Condition        Report By
 EY2405  HISTORY     - 1975     MONUMENTED       NCGS
 EY2405  HISTORY     - 1979     MARK NOT FOUND   USGS
 EY2405  HISTORY     - 19820101 SEE DESCRIPTION  NCGS
 EY2405
 EY2405                          STATION DESCRIPTION
 EY2405
 EY2405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EY2405'BULK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY2405'THE VICINITY OF TRENTON, NORTH CAROLINA.
 EY2405'
 EY2405'BULK IS LOCATED APPROXIMATELY 0.6 MILES SOUTH OF TRENTON.  TO
 EY2405'REACH STATION FROM THE JONES COUNTY COURTHOUSE IN TRENTON, PROCEED
 EY2405'SOUTH ALONG NC 58 FOR 0.65 MILE TO STATION ON RIGHT, NEAR A CEDAR
 EY2405'TREE IN FRONT YARD OF A TWO STORY FARM HOUSE, AND 0.75 MILE NORTH
 EY2405'OF T-INTERSECTION WITH SR 1123 (SW).
 EY2405'
 EY2405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2405'BULK 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EY2405'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2405'
 EY2405'MARK IS 29.5 FT W OF C/L OF NC 58
 EY2405'
 EY2405'26.7 FT S OF C/L OF DRIVEWAY
 EY2405'
 EY2405'44.1 FT SE OF PP WITH ALUMINUM REF. TAG
 EY2405'
 EY2405'7.4 FT W OF 15 IN CEDAR TREE WITH ALUMINUM REF. TAG
 EY2405'
 EY2405'38.5 FT E OF 24 IN OAK TREE WITH ALUMINUM REF. TAG
 EY2405'
 EY2405'77.4 FT NW OF PP WITH ALUMINUM REF. TAG
 EY2405
 EY2405                          STATION RECOVERY (1979)
 EY2405
 EY2405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RLM)
 EY2405'MARK NOT FOUND.
 EY2405
 EY2405                          STATION RECOVERY (1982)
 EY2405
 EY2405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2405'STATION HAS BEEN DESTROYED BY GRADING.  THE STATUS OF THE STATION IS
 EY2405'BASED ON RESULTS OF AN INSTRUMENT SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4103 ***********************************************************************
 EY4103  DESIGNATION -  BULK
 EY4103  PID         -  EY4103
 EY4103  STATE/COUNTY-  NC/BEAUFORT
 EY4103  USGS QUAD   -  PINETOWN (1974)
 EY4103
 EY4103                         *CURRENT SURVEY CONTROL
 EY4103  ___________________________________________________________________
 EY4103* NAD 83(2001)-  35 31 35.53095(N)    076 47 26.79502(W)     ADJUSTED  
 EY4103* NAVD 88     -         4.418  (meters)      14.49   (feet)  ADJUSTED  
 EY4103  ___________________________________________________________________
 EY4103  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 EY4103  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 EY4103  DYNAMIC HT  -           4.414 (meters)      14.48  (feet)  COMP
 EY4103  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 EY4103
 EY4103  HORZ ORDER  -  SECOND
 EY4103  VERT ORDER  -  SECOND    CLASS II
 EY4103
 EY4103.The horizontal coordinates were established by classical geodetic methods
 EY4103.and adjusted by the National Geodetic Survey in August 2005.
 EY4103
 EY4103.The orthometric height was determined by differential leveling
 EY4103.and adjusted in June 1991.
 EY4103
 EY4103.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4103
 EY4103.The geoid height was determined by GEOID03.
 EY4103
 EY4103.The dynamic height is computed by dividing the NAVD 88
 EY4103.geopotential number by the normal gravity value computed on the
 EY4103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4103.degrees latitude (g = 980.6199 gals.).
 EY4103
 EY4103.The modeled gravity was interpolated from observed gravity values.
 EY4103
 EY4103;                    North         East     Units Scale Factor Converg.
 EY4103;SPC NC       -   199,301.486   809,937.018   MT  0.99988405   +1 16 30.4
 EY4103;SPC NC       -   653,874.96  2,657,268.37   sFT  0.99988405   +1 16 30.4
 EY4103;UTM  18      - 3,932,911.189   337,633.712   MT  0.99992488   -1 02 26.9
 EY4103
 EY4103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4103!SPC NC       -   1.00000511  x   0.99988405  =   0.99988916
 EY4103!UTM  18      -   1.00000511  x   0.99992488  =   0.99992999
 EY4103
 EY4103                          SUPERSEDED SURVEY CONTROL
 EY4103
 EY4103  NAD 83(1986)-  35 31 35.54222(N)    076 47 26.80559(W) AD(       ) 2
 EY4103  NAVD 88 (07/14/98)    4.42   (m)           14.5    (f) LEVELING    3  
 EY4103
 EY4103.Superseded values are not recommended for survey control.
 EY4103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4103.See file dsdata.txt to determine how the superseded data were derived.
 EY4103
 EY4103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3763432911(NAD 83)
 EY4103_MARKER: DE = TRAVERSE STATION DISK
 EY4103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4103_SP_SET: CONCRETE POST
 EY4103_STAMPING: BULK 1982
 EY4103_MARK LOGO: NCGS  
 EY4103_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4103+STABILITY: SURFACE MOTION
 EY4103
 EY4103  HISTORY     - Date     Condition        Report By
 EY4103  HISTORY     - 1982     MONUMENTED       NCGS
 EY4103  HISTORY     - 19840601 GOOD             NCGS
 EY4103
 EY4103                          STATION DESCRIPTION
 EY4103
 EY4103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4103'13.5 KM (8.4 MI) WSW FROM PANTEGO.
 EY4103'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST-SOUTHWEST OF
 EY4103'PANTEGO AND 24.5 KM (15.2 MI) EAST OF WASHINGTON.  ALONG US 264 FOR
 EY4103'4.7 KM (2.9 MI) WEST FROM YEATESVILLE, OR 11.0 KM (6.8 MI) EAST FROM
 EY4103'THE INTERSECTION WITH NC 92, IN THE SOUTH SHOULDER.  THE STATION IS A
 EY4103'STANDARD NCGS DISK STAMPED---BULK 1982---, SET INTO THE TOP OF A
 EY4103'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.
 EY4103'LOCATED 6.7 METERS (22.1 FT) SOUTH OF THE CENTERLINE OF US 264, 38.6
 EY4103'METERS (126.6 FT) WEST OF THE WEST END OF A CONCRETE DRIVEWAY
 EY4103'CULVERT, 60.9 METERS (199.8 FT) EAST-NORTHEAST OF THE NORTHEAST
 EY4103'CORNER OF A 1-STORY FRAME HOUSE--AND 36.1 METERS (118.5 FT) NORTHEAST
 EY4103'OF A POWER POLE WITH A TRANSFORMER, 43.3 METERS (142.0 FT) SOUTHEAST
 EY4103'OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 EY4103
 EY4103                          STATION RECOVERY (1984)
 EY4103
 EY4103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4103'STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) WEST-SOUTHWEST OF PANTEGO
 EY4103'AND 24.5 KM (15.20 MI) EAST OF WASHINGTON. ALONG US 264 FOR 4.7 KM
 EY4103'(2.90 MI) WEST FROM YEATESVILLE, OR 11.0 KM (6.85 MI) EAST FROM NC 92,
 EY4103'IN THE SOUTH SHOULDER. MARK IS RECESSED 3 INCHES BELOW GROUND. LOCATED
 EY4103'6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF US 264, 38.6 M (126.6 FT)
 EY4103'WEST OF THE WEST END OF A CONCRETE DRIVEWAY CULVERT, 60.9 M (199.8 FT)
 EY4103'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY FRAME HOUSE--AND
 EY4103'36.1 M (118.4 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 43.3 M
 EY4103'(142.1 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4219 ***********************************************************************
 EY4219  DESIGNATION -  BULK
 EY4219  PID         -  EY4219
 EY4219  STATE/COUNTY-  NC/PITT
 EY4219  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY4219
 EY4219                         *CURRENT SURVEY CONTROL
 EY4219  ___________________________________________________________________
 EY4219* NAD 83(2001)-  35 46 47.11191(N)    077 21 15.08861(W)     ADJUSTED  
 EY4219* NAVD 88     -        20.00   (+/-2cm)      65.6    (feet)  VERTCON   
 EY4219  ___________________________________________________________________
 EY4219  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 EY4219  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 EY4219  HORZ ORDER  -  SECOND
 EY4219  VERT ORDER  -  THIRD ? (See Below)
 EY4219
 EY4219.The horizontal coordinates were established by classical geodetic methods
 EY4219.and adjusted by the National Geodetic Survey in August 2005.
 EY4219
 EY4219.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4219.The vertical order pertains to the NGVD 29 superseded value.
 EY4219
 EY4219.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4219
 EY4219.The geoid height was determined by GEOID03.
 EY4219
 EY4219;                    North         East     Units Scale Factor Converg.
 EY4219;SPC NC       -   226,397.777   758,385.449   MT  0.99991495   +0 56 59.7
 EY4219;SPC NC       -   742,773.37  2,488,136.26   sFT  0.99991495   +0 56 59.7
 EY4219;UTM  18      - 3,962,077.055   287,214.829   MT  1.00015796   -1 22 37.0
 EY4219
 EY4219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4219!SPC NC       -   1.00000245  x   0.99991495  =   0.99991740
 EY4219!UTM  18      -   1.00000245  x   1.00015796  =   1.00016041
 EY4219
 EY4219                          SUPERSEDED SURVEY CONTROL
 EY4219
 EY4219  NAD 83(1986)-  35 46 47.12154(N)    077 21 15.10149(W) AD(       ) 2
 EY4219  NGVD 29 (10/26/90)   20.36   (m)           66.8    (f) LEVELING    3  
 EY4219
 EY4219.Superseded values are not recommended for survey control.
 EY4219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4219.See file dsdata.txt to determine how the superseded data were derived.
 EY4219
 EY4219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8721562077(NAD 83)
 EY4219_MARKER: DE = TRAVERSE STATION DISK
 EY4219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4219_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4219+STABILITY: SURFACE MOTION
 EY4219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4219+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 EY4219
 EY4219  HISTORY     - Date     Condition        Report By
 EY4219  HISTORY     - 1979     MONUMENTED       NCGS
 EY4219  HISTORY     - 20060212 GOOD             USPSQD
 EY4219
 EY4219                          STATION DESCRIPTION
 EY4219
 EY4219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4219'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF WHITEHURST
 EY4219'AND 2.1 MILES SOUTHEAST OF BETHEL.
 EY4219'
 EY4219'TO REACH STATION FROM INTERSECTION OF NC 30 WITH US 13-NC 11 SOUTH OF
 EY4219'BETHEL, PROCEED EASTERLY ALONG NC 30 FOR 1.05 MILES TO STATION IN THE
 EY4219'RIGHT SHOULDER AT SR 1509.
 EY4219'
 EY4219'STATION MARK IS A STANDARD DISK STAMPED---BULK 1979---SET IN TOP OF
 EY4219'A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND SURFACE.
 EY4219'THE MARK IS 17.4 FEET SOUTHWEST OF CENTERLINE OF NC 30, 111.6 FEET
 EY4219'SOUTHEAST OF CENTERLINE OF SR 1509, 64.8 FEET SOUTH-SOUTHWEST OF
 EY4219'TELEPHONE PEDESTAL AND 96.6 FEET SOUTH OF POWER POLE WITH REFERENCE
 EY4219'TAG.
 EY4219
 EY4219                          STATION RECOVERY (2006)
 EY4219
 EY4219'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY4219'REFERENCE TAG ON POWER POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3802 ***********************************************************************
 EB3802  DESIGNATION -  BULK
 EB3802  PID         -  EB3802
 EB3802  STATE/COUNTY-  NC/ROBESON
 EB3802  USGS QUAD   -  ROWLAND (1982)
 EB3802
 EB3802                         *CURRENT SURVEY CONTROL
 EB3802  ___________________________________________________________________
 EB3802* NAD 83(2001)-  34 36 39.72513(N)    079 15 28.02723(W)     ADJUSTED  
 EB3802* NAVD 88     -        45.9    (meters)     151.     (feet)  VERTCON   
 EB3802  ___________________________________________________________________
 EB3802  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 EB3802  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 EB3802  HORZ ORDER  -  SECOND
 EB3802
 EB3802.The horizontal coordinates were established by classical geodetic methods
 EB3802.and adjusted by the National Geodetic Survey in August 2005.
 EB3802
 EB3802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3802
 EB3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3802
 EB3802.The geoid height was determined by GEOID03.
 EB3802
 EB3802;                    North         East     Units Scale Factor Converg.
 EB3802;SPC NC       -    95,546.804   585,959.224   MT  0.99993467   -0 08 55.6
 EB3802;SPC NC       -   313,473.14  1,922,434.55   sFT  0.99993467   -0 08 55.6
 EB3802;UTM  17      - 3,831,289.382   659,737.411   MT  0.99991451   +0 59 23.2
 EB3802
 EB3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3802!SPC NC       -   0.99999799  x   0.99993467  =   0.99993266
 EB3802!UTM  17      -   0.99999799  x   0.99991451  =   0.99991250
 EB3802
 EB3802                          SUPERSEDED SURVEY CONTROL
 EB3802
 EB3802  NAD 83(1986)-  34 36 39.73739(N)    079 15 28.02761(W) AD(       ) 2
 EB3802  NGVD 29 (04/22/91)   46.1    (m)          151.     (f) VERT ANG    3  
 EB3802
 EB3802.Superseded values are not recommended for survey control.
 EB3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3802.See file dsdata.txt to determine how the superseded data were derived.
 EB3802
 EB3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5973731289(NAD 83)
 EB3802_MARKER: DE = TRAVERSE STATION DISK
 EB3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3802_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3802+STABILITY: SURFACE MOTION
 EB3802
 EB3802  HISTORY     - Date     Condition        Report By
 EB3802  HISTORY     - 1977     MONUMENTED       NCGS
 EB3802
 EB3802                          STATION DESCRIPTION
 EB3802
 EB3802'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3802'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE WEST OF ELROD AND 6.0
 EB3802'MILES SOUTHWEST OF PEMBROKE.
 EB3802'
 EB3802'TO REACH STATION FROM US 74 AND NC 710 CROSSROADS SOUTHWEST OF
 EB3802'PEMBROKE, PROCEED SOUTH ALONG NC 710 FOR 4.55 MILES TO SR 1178 ON
 EB3802'RIGHT AND STATION ON NORTHWEST SIDE OF INTERSECTION SHOULDER.
 EB3802'
 EB3802'STATION MARK IS A STANDARD DISK STAMPED---BULK 1977---SET IN THE TOP
 EB3802'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3802'THE MARK IS 38.6 FEET WEST-NORTHWEST OF CENTERLINE OF NC 710, 38.8
 EB3802'FEET NORTHEAST OF CENTERLINE OF SR 1178, 61.0 FEET SOUTHEAST OF
 EB3802'SOUTHEAST CORNER METAL FENCE POST, 126.7 FEET SOUTH OF NORTHEAST
 EB3802'CORNER METAL FENCE POST, 119.5 FEET NORTH OF TELEPHONE POLE PEDESTAL
 EB3802'P 126 AND 100.4 FEET NORTHWEST OF ROAD SIGN WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5151 ***********************************************************************
 AH5151  DESIGNATION -  BULK
 AH5151  PID         -  AH5151
 AH5151  STATE/COUNTY-  NC/CUMBERLAND
 AH5151  USGS QUAD   -  WADE (1983)
 AH5151
 AH5151                         *CURRENT SURVEY CONTROL
 AH5151  ___________________________________________________________________
 AH5151* NAD 83(2001)-  35 07 49.17728(N)    078 42 00.21530(W)     ADJUSTED  
 AH5151* NAVD 88     -        49.264  (meters)     161.63   (feet)  ADJUSTED  
 AH5151  ___________________________________________________________________
 AH5151  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AH5151  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AH5151  DYNAMIC HT  -          49.219 (meters)     161.48  (feet)  COMP
 AH5151  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 AH5151
 AH5151  HORZ ORDER  -  SECOND
 AH5151  VERT ORDER  -  SECOND    CLASS II
 AH5151
 AH5151.The horizontal coordinates were established by classical geodetic methods
 AH5151.and adjusted by the National Geodetic Survey in August 2005.
 AH5151
 AH5151.The orthometric height was determined by differential leveling
 AH5151.and adjusted in March 2000.
 AH5151
 AH5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5151
 AH5151.The geoid height was determined by GEOID03.
 AH5151
 AH5151.The dynamic height is computed by dividing the NAVD 88
 AH5151.geopotential number by the normal gravity value computed on the
 AH5151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5151.degrees latitude (g = 980.6199 gals.).
 AH5151
 AH5151.The modeled gravity was interpolated from observed gravity values.
 AH5151
 AH5151;                    North         East     Units Scale Factor Converg.
 AH5151;SPC NC       -   153,160.879   636,935.263   MT  0.99987483   +0 10 23.2
 AH5151;SPC NC       -   502,495.32  2,089,678.44   sFT  0.99987483   +0 10 23.2
 AH5151;UTM  17      - 3,889,917.059   709,559.208   MT  1.00014125   +1 19 26.2
 AH5151
 AH5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5151!SPC NC       -   0.99999759  x   0.99987483  =   0.99987242
 AH5151!UTM  17      -   0.99999759  x   1.00014125  =   1.00013884
 AH5151
 AH5151                          SUPERSEDED SURVEY CONTROL
 AH5151
 AH5151  NAD 83(1986)-  35 07 49.18332(N)    078 42 00.22284(W) AD(       ) 2
 AH5151  NAVD 88 (11/16/98)   49.26   (m)          161.6    (f) LEVELING    3  
 AH5151
 AH5151.Superseded values are not recommended for survey control.
 AH5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5151.See file dsdata.txt to determine how the superseded data were derived.
 AH5151
 AH5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0955989917(NAD 83)
 AH5151_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5151_STAMPING: BULK 1986
 AH5151_MARK LOGO: NCGS  
 AH5151_PROJECTION: FLUSH
 AH5151_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5151+STABILITY: SURFACE MOTION
 AH5151
 AH5151  HISTORY     - Date     Condition        Report By
 AH5151  HISTORY     - 1986     MONUMENTED       NCGS
 AH5151  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 AH5151
 AH5151                          STATION DESCRIPTION
 AH5151
 AH5151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5151'STATION IS LOCATED ABOUT 2.65 MI (4.26 KM) SOUTHEAST OF WADE AND 5.0
 AH5151'MI (8.0 KM) SOUTHWEST OF FALCON. ALONG US 13 FOR 3.4 MI (5.5 KM)
 AH5151'NORTHEAST FROM THE I-95 OVERPASS, OR 0.1 MI (0.2 KM) NORTHEAST FROM SR
 AH5151'1821 (OAK RIDGE CHURCH ROAD), AT A FARM ROAD LEADING TO BULK TOBACCO
 AH5151'BARNS. MARK IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH THE
 AH5151'HIGHWAY. LOCATED 20.5 FT (6.2 M) NORTHWEST OF THE CENTERLINE OF THE
 AH5151'HIGHWAY, 27 FT (8.2 M) NORTHEAST OF THE CENTER OF A FARM ROAD, 134.7
 AH5151'FT (41.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHINGLED
 AH5151'HOUSE, 81.2 FT (24.7 M) EAST OF THE SOUTHWEST CORNER OF A BULK TOBACCO
 AH5151'BARN (1), AND 22.7 FT (6.9 M) EAST-SOUTHEAST OF A SERVICE POLE WITH A
 AH5151'METER AND A REFERENCE TAG.
 AH5151
 AH5151                          STATION RECOVERY (2001)
 AH5151
 AH5151'RECOVERY NOTE BY US POWER SQUADRON 2001 (NWC)
 AH5151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4729 ***********************************************************************
 DH4729  DESIGNATION -  BULK
 DH4729  PID         -  DH4729
 DH4729  STATE/COUNTY-  NC/COLUMBUS
 DH4729  USGS QUAD   -  TABOR CITY EAST (1962)
 DH4729
 DH4729                         *CURRENT SURVEY CONTROL
 DH4729  ___________________________________________________________________
 DH4729* NAD 83(2007)-  34 07 49.54665(N)    078 51 09.03252(W)     ADJUSTED  
 DH4729* NAVD 88     -        31.9    (meters)     105.     (feet)  GPS OBS   
 DH4729  ___________________________________________________________________
 DH4729  EPOCH DATE  -        2002.00
 DH4729  X           -   1,021,806.343 (meters)                     COMP
 DH4729  Y           -  -5,185,436.046 (meters)                     COMP
 DH4729  Z           -   3,558,430.197 (meters)                     COMP
 DH4729  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 DH4729  ELLIP HEIGHT-          -2.550 (meters)          (02/10/07) ADJUSTED
 DH4729  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 DH4729
 DH4729  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4729  Type    PID    Designation                      North   East  Ellip
 DH4729  -------------------------------------------------------------------
 DH4729  NETWORK DH4729 BULK                              0.59   0.57   1.84
 DH4729  -------------------------------------------------------------------
 DH4729
 DH4729.The horizontal coordinates were established by GPS observations
 DH4729.and adjusted by the National Geodetic Survey in February 2007.
 DH4729
 DH4729.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4729.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4729.The horizontal coordinates are valid at the epoch date displayed above.
 DH4729.The epoch date for horizontal control is a decimal equivalence
 DH4729.of Year/Month/Day.
 DH4729
 DH4729.The orthometric height was determined by GPS observations and a
 DH4729.high-resolution geoid model.
 DH4729
 DH4729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4729
 DH4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4729
 DH4729.The ellipsoidal height was determined by GPS observations
 DH4729.and is referenced to NAD 83.
 DH4729
 DH4729.The geoid height was determined by GEOID03.
 DH4729
 DH4729;                    North         East     Units Scale Factor Converg.
 DH4729;SPC NC       -    42,213.506   623,207.124   MT  1.00006236   +0 05 06.5
 DH4729;SPC NC       -   138,495.48  2,044,638.71   sFT  1.00006236   +0 05 06.5
 DH4729;UTM  17      - 3,778,700.744   698,029.830   MT  1.00008343   +1 12 19.1
 DH4729
 DH4729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4729!SPC NC       -   1.00000040  x   1.00006236  =   1.00006276
 DH4729!UTM  17      -   1.00000040  x   1.00008343  =   1.00008383
 DH4729
 DH4729                          SUPERSEDED SURVEY CONTROL
 DH4729
 DH4729  NAD 83(1986)-  34 07 49.55432(N)    078 51 09.03865(W) AD(       ) 1
 DH4729  NAD 83(2001)-  34 07 49.54678(N)    078 51 09.03191(W) AD(       ) 1
 DH4729  ELLIP H (05/12/05)   -2.565  (m)                       GP(       ) 4 1
 DH4729
 DH4729.Superseded values are not recommended for survey control.
 DH4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4729.See file dsdata.txt to determine how the superseded data were derived.
 DH4729
 DH4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9803078701(NAD 83)
 DH4729_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4729_STAMPING: BULK 1989
 DH4729_MARK LOGO: NCGS  
 DH4729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4729+STABILITY: SURFACE MOTION
 DH4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4729+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4729
 DH4729  HISTORY     - Date     Condition        Report By
 DH4729  HISTORY     - 1989     MONUMENTED       NCGS
 DH4729
 DH4729                          STATION DESCRIPTION
 DH4729
 DH4729'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4729'STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTHEAST OF TABOR
 DH4729'CITY. ALONG NC 904 FOR 1.3 MI (2.1 KM) SOUTHEAST FROM US 701 BY-PASS
 DH4729'TO SR 1128, ON THE SOUTHEAST SIDE OF THE Y-INTERSECTION. MARK IS ABOUT
 DH4729'LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED 36.3 FT (11.1
 DH4729'M) NORTHEAST OF THE CENTERLINE OF NC 904, 27.3 FT (8.3 M) SOUTH OF THE
 DH4729'CENTERLINE OF SR 1128, 2.2 FT (0.7 M) SOUTH OF WATER VALVE WITH
 DH4729'CONCRETE COLLAR, 11.0 FT (3.4 M) NORTH OF THE SOUTH END OF A HIGHWAY
 DH4729'CULVERT AND 86.0 FT (26.2 M) WEST-SOUTHWEST OF THE WEST END OF A
 DH4729'DRIVEWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4773 ***********************************************************************
 DH4773  DESIGNATION -  BULK AZ MK
 DH4773  PID         -  DH4773
 DH4773  STATE/COUNTY-  NC/COLUMBUS
 DH4773  USGS QUAD   -  TABOR CITY EAST (1962)
 DH4773
 DH4773                         *CURRENT SURVEY CONTROL
 DH4773  ___________________________________________________________________
 DH4773* NAD 83(1986)-  34 07 46.87637(N)    078 50 51.47216(W)     ADJUSTED  
 DH4773* NAVD 88     -        31.6    (meters)     104.     (feet)  VERT ANG  
 DH4773  ___________________________________________________________________
 DH4773  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 DH4773  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 DH4773  HORZ ORDER  -  SECOND
 DH4773
 DH4773.The horizontal coordinates were established by classical geodetic methods
 DH4773.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2005.
 DH4773
 DH4773.The orthometric height was determined by vertical angle observations.
 DH4773
 DH4773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4773
 DH4773.The geoid height was determined by GEOID03.
 DH4773
 DH4773;                    North         East     Units Scale Factor Converg.
 DH4773;SPC NC       -    42,131.903   623,657.229   MT  1.00006262   +0 05 16.6
 DH4773;SPC NC       -   138,227.75  2,046,115.43   sFT  1.00006262   +0 05 16.6
 DH4773;UTM  17      - 3,778,627.954   698,481.455   MT  1.00008564   +1 12 28.9
 DH4773
 DH4773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4773!SPC NC       -   1.00000044  x   1.00006262  =   1.00006306
 DH4773!UTM  17      -   1.00000044  x   1.00008564  =   1.00008608
 DH4773
 DH4773                          SUPERSEDED SURVEY CONTROL
 DH4773
 DH4773.No superseded survey control is available for this station.
 DH4773
 DH4773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9848178628(NAD 83)
 DH4773_MARKER: DZ = AZIMUTH MARK DISK
 DH4773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4773_STAMPING: BULK 1989
 DH4773_MARK LOGO: NCGS  
 DH4773_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4773+STABILITY: SURFACE MOTION
 DH4773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4773+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4773
 DH4773  HISTORY     - Date     Condition        Report By
 DH4773  HISTORY     - 1989     MONUMENTED       NCGS
 DH4773
 DH4773                          STATION DESCRIPTION
 DH4773
 DH4773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4773'STATION IS LOCATED APPROXIMATELY 2.00 MI (3.22 KM) 0F TABOR CITY.
 DH4773'PROCEED ALONG NC 904 FOR 1.3 MI (2.1 KM) SOUTHEAST FROM US 701
 DH4773'BY-PASS, THENCE EAST ALONG SR 1128 FOR 0.3 MI (0.5 KM) , IN SHOULDER.
 DH4773'MARK IS LEVEL WITH ROAD AND IS RECESSED 2-INCHES BELOW GROUND. LOCATED
 DH4773'14.0 FT (4.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD, 52.1 FT
 DH4773'(15.9 M) EAST-SOUTHEAST OF THE EAST END OF A CULVERT, AND 25.4 FT (7.7
 DH4773'M) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0653 ***********************************************************************
 EB0653  DESIGNATION -  BULL
 EB0653  PID         -  EB0653
 EB0653  STATE/COUNTY-  NC/BLADEN
 EB0653  USGS QUAD   -  ELIZABETHTOWN NORTH (1987)
 EB0653
 EB0653                         *CURRENT SURVEY CONTROL
 EB0653  ___________________________________________________________________
 EB0653* NAD 83(2001)-  34 38 51.06590(N)    078 33 42.75568(W)     ADJUSTED  
 EB0653* NAVD 88     -        18.271  (meters)      59.94   (feet)  ADJUSTED  
 EB0653  ___________________________________________________________________
 EB0653  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 EB0653  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 EB0653  DYNAMIC HT  -          18.253 (meters)      59.89  (feet)  COMP
 EB0653  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 EB0653
 EB0653  HORZ ORDER  -  SECOND
 EB0653  VERT ORDER  -  SECOND    CLASS II
 EB0653
 EB0653.The horizontal coordinates were established by classical geodetic methods
 EB0653.and adjusted by the National Geodetic Survey in August 2005.
 EB0653
 EB0653.The orthometric height was determined by differential leveling
 EB0653.and adjusted in June 1991.
 EB0653
 EB0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0653
 EB0653.The geoid height was determined by GEOID03.
 EB0653
 EB0653.The dynamic height is computed by dividing the NAVD 88
 EB0653.geopotential number by the normal gravity value computed on the
 EB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0653.degrees latitude (g = 980.6199 gals.).
 EB0653
 EB0653.The modeled gravity was interpolated from observed gravity values.
 EB0653
 EB0653;                    North         East     Units Scale Factor Converg.
 EB0653;SPC NC       -    99,651.717   649,764.427   MT  0.99992781   +0 15 10.3
 EB0653;SPC NC       -   326,940.67  2,131,768.79   sFT  0.99992781   +0 15 10.3
 EB0653;UTM  17      - 3,836,659.294   723,456.675   MT  1.00021549   +1 23 12.2
 EB0653
 EB0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0653!SPC NC       -   1.00000260  x   0.99992781  =   0.99993041
 EB0653!UTM  17      -   1.00000260  x   1.00021549  =   1.00021809
 EB0653
 EB0653:                Primary Azimuth Mark                     Grid Az
 EB0653:SPC NC       -  TURN                                     092 55 46.3
 EB0653:UTM  17      -  TURN                                     091 47 44.4
 EB0653
 EB0653|---------------------------------------------------------------------|
 EB0653| PID    Reference Object                     Distance      Geod. Az  |
 EB0653|                                                           dddmmss.s |
 EB0653| EB0652 TURN                                APPROX. 0.8 KM 0931056.6 |
 EB0653|---------------------------------------------------------------------|
 EB0653
 EB0653                          SUPERSEDED SURVEY CONTROL
 EB0653
 EB0653  NAD 83(1986)-  34 38 51.07431(N)    078 33 42.76580(W) AD(       ) 2
 EB0653  NAD 27      -  34 38 50.45751(N)    078 33 43.72444(W) AD(       ) 2
 EB0653  NGVD 29 (??/??/92)   18.557  (m)           60.88   (f) ADJ UNCH    2 2
 EB0653
 EB0653.Superseded values are not recommended for survey control.
 EB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0653.See file dsdata.txt to determine how the superseded data were derived.
 EB0653
 EB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2345736659(NAD 83)
 EB0653_MARKER: DE = TRAVERSE STATION DISK
 EB0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0653_STAMPING: BULL 1973
 EB0653_MARK LOGO: NCGS  
 EB0653_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0653+STABILITY: SURFACE MOTION
 EB0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB0653+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2007
 EB0653
 EB0653  HISTORY     - Date     Condition        Report By
 EB0653  HISTORY     - 1973     MONUMENTED       NCGS
 EB0653  HISTORY     - 1974     GOOD             NCGS
 EB0653  HISTORY     - 1980     GOOD             LOCSUR
 EB0653  HISTORY     - 19820121 MARK NOT FOUND   USGS
 EB0653  HISTORY     - 20070227 GOOD             NCGS
 EB0653
 EB0653                          STATION DESCRIPTION
 EB0653
 EB0653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0653'BULL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0653'VICINITY OF ELIZABETHTOWN, NORTH CAROLINA.
 EB0653'
 EB0653'BULL IS LOCATED APPROXIMATELY 2.8 MILES ENE OF ELIZABETHTOWN, AND 4.0
 EB0653'701 WITH NC 53 AND NC 242 NE OF ELIZABETHTOWN.  PROCEED EAST ALONG
 EB0653'US 701 FOR 1.85 MILES TO STATION ON THE LEFT ON WEST SIDE OF A DIRT
 EB0653'DRIVEWAY.  0.3 MILES WEST OF US 701 BRIDGE OVER TURN BULL CREEK.
 EB0653'
 EB0653'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BULL
 EB0653'1973, SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE
 EB0653'OF THE GROUND.
 EB0653'
 EB0653'MARK IS
 EB0653'
 EB0653'62.7 FEET NNE OF C/L OF NC 701.
 EB0653'18.0 FEET WNW OF C/L OF DRIVEWAY.
 EB0653'42.4 FEET SW OF TP/PP W/ALUMINUM REF. TAG.
 EB0653'35.2 FEET SE OF 6 INCH PINE W/ALUMINUM REF. TAG.
 EB0653
 EB0653                          STATION RECOVERY (1974)
 EB0653
 EB0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0653'2.8 MI ENE FROM ELIZABETHTOWN.
 EB0653'TO REACH STATION FROM THE INTERSECTION OF US 701 WITH NC 53
 EB0653'AND NC 242 NE OF ELIZABETHTOWN, PROCEED EAST ALONG US 701 FOR
 EB0653'1.85 MILE TO STATION ON THE LEFT ON WEST SIDE OF A DIRT DRIVEWAY,
 EB0653'0.3 MILE WEST OF US 701 BRIDGE OVER TURN BULL CREEK,
 EB0653'62.7 FT NNE OF C/L OF NC 701, 18.0 FT WNW OF C/L OF DRIVEWAY,
 EB0653'42.4 FT SW OF TP/PP W/ALUMINUM REF. TAG, AND 35.2 FT SE OF 6 IN
 EB0653'PINE W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER,
 EB0653'FLUSH WITH THE GROUND.
 EB0653
 EB0653                          STATION RECOVERY (1980)
 EB0653
 EB0653'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EB0653'BULL 1973 RECOVERED GOOD.
 EB0653'
 EB0653'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES ENE OF
 EB0653'ELIZABETHTOWN.
 EB0653
 EB0653                          STATION RECOVERY (1982)
 EB0653
 EB0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (DM)
 EB0653'MARK NOT FOUND.
 EB0653
 EB0653                          STATION RECOVERY (2007)
 EB0653
 EB0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (WMK)
 EB0653'LOCATED 63.4 FT (19.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF US 701
 EB0653'TURN LANE, 19.0 FT (5.8 M) NORTHWEST OF THE DIRT DRIVE, 41.9 FT (12.8
 EB0653'M) SOUTHWEST OF A POWER POLE, 53.2 FT (16.2 M) SOUTHEAST OF A 22.0 IN
 EB0653'PINE, BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3307 ***********************************************************************
 FB3307  DESIGNATION -  BULL
 FB3307  PID         -  FB3307
 FB3307  STATE/COUNTY-  NC/HAYWOOD
 FB3307  USGS QUAD   -  FINES CREEK (1976)
 FB3307
 FB3307                         *CURRENT SURVEY CONTROL
 FB3307  ___________________________________________________________________
 FB3307* NAD 83(2001)-  35 40 22.86410(N)    082 56 30.82171(W)     ADJUSTED  
 FB3307* NAVD 88     -       825.5    (meters)    2708.     (feet)  VERTCON   
 FB3307  ___________________________________________________________________
 FB3307  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 FB3307  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 FB3307  HORZ ORDER  -  SECOND
 FB3307
 FB3307.The horizontal coordinates were established by classical geodetic methods
 FB3307.and adjusted by the National Geodetic Survey in August 2005.
 FB3307
 FB3307.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3307
 FB3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3307
 FB3307.The geoid height was determined by GEOID03.
 FB3307
 FB3307;                    North         East     Units Scale Factor Converg.
 FB3307;SPC NC       -   220,406.706   252,853.672   MT  0.99989954   -2 16 30.5
 FB3307;SPC NC       -   723,117.67    829,570.76   sFT  0.99989954   -2 16 30.5
 FB3307;UTM  17      - 3,949,419.537   324,251.138   MT  0.99998063   -1 07 57.8
 FB3307
 FB3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3307!SPC NC       -   0.99987503  x   0.99989954  =   0.99977458
 FB3307!UTM  17      -   0.99987503  x   0.99998063  =   0.99985566
 FB3307
 FB3307:                Primary Azimuth Mark                     Grid Az
 FB3307:SPC NC       -  GARDEN                                   180 34 13.6
 FB3307:UTM  17      -  GARDEN                                   179 25 40.9
 FB3307
 FB3307|---------------------------------------------------------------------|
 FB3307| PID    Reference Object                     Distance      Geod. Az  |
 FB3307|                                                           dddmmss.s |
 FB3307| FB3306 GARDEN                              APPROX. 0.6 KM 1781743.1 |
 FB3307| FB3310 PALMER                              293.724 METERS 33252     |
 FB3307|---------------------------------------------------------------------|
 FB3307
 FB3307                          SUPERSEDED SURVEY CONTROL
 FB3307
 FB3307  NAD 83(1995)-  35 40 22.86421(N)    082 56 30.82210(W) AD(       ) 2
 FB3307  NAD 83(1986)-  35 40 22.87125(N)    082 56 30.82675(W) AD(       ) 2
 FB3307  NAD 27      -  35 40 22.50212(N)    082 56 31.32162(W) AD(       ) 2
 FB3307  NGVD 29 (07/19/86)  825.6    (m)         2709.     (f) VERT ANG    3  
 FB3307
 FB3307.Superseded values are not recommended for survey control.
 FB3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3307.See file dsdata.txt to determine how the superseded data were derived.
 FB3307
 FB3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2425149420(NAD 83)
 FB3307_MARKER: DE = TRAVERSE STATION DISK
 FB3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3307_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3307+STABILITY: SURFACE MOTION
 FB3307
 FB3307  HISTORY     - Date     Condition        Report By
 FB3307  HISTORY     - 1977     MONUMENTED       NCGS
 FB3307
 FB3307                          STATION DESCRIPTION
 FB3307
 FB3307'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3307'THE STATION IS LOCATED APPROXIMATELY 0.9 MILES SOUTHEAST OF FINES
 FB3307'CREEK AND 12.6 MILES NORTH OF WAYNESVILLE.
 FB3307'
 FB3307'TO REACH THE STATION FROM THE NC 209 OVERPASS OF I-40 --(EXIT 24)--
 FB3307'NORTHWEST OF CLYDE, PROCEED NORTH ALONG NC 209 FOR 8.5 MILES TO
 FB3307'STATION ON RIGHT, IN SHOULDER, 0.2 MILE SOUTH OF INTERSECTION WITH SR
 FB3307'1334.
 FB3307'
 FB3307'STATION MARK IS A STANDARD DISK STAMPED---BULL 1977---, SET IN THE
 FB3307'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 FB3307'SURFACE.  THE MARK IS 14.3 FEET EAST OF THE CENTERLINE OF NC 209, 3.7
 FB3307'FEET WEST OF FENCE LINE, 24.2 FEET NORTH OF FENCE POST WITH REFERENCE
 FB3307'TAG, 5.4 FEET SOUTHWEST OF FENCE POST WITH REFERENCE TAG, 18.4 FEET
 FB3307'WEST OF 10 INCH POPLAR WITH REFERENCE TAG AND 77.7 FEET SOUTH OF
 FB3307'TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1717 ***********************************************************************
 EA1717  DESIGNATION -  BULL
 EA1717  PID         -  EA1717
 EA1717  STATE/COUNTY-  NC/CARTERET
 EA1717  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1717
 EA1717                         *CURRENT SURVEY CONTROL
 EA1717  ___________________________________________________________________
 EA1717* NAD 83(2001)-  34 40 18.32187(N)    076 35 19.60664(W)     ADJUSTED  
 EA1717* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 EA1717  ___________________________________________________________________
 EA1717  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 EA1717  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1717  HORZ ORDER  -  SECOND
 EA1717
 EA1717.The horizontal coordinates were established by classical geodetic methods
 EA1717.and adjusted by the National Geodetic Survey in August 2005.
 EA1717
 EA1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1717
 EA1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1717
 EA1717.The geoid height was determined by GEOID03.
 EA1717
 EA1717;                    North         East     Units Scale Factor Converg.
 EA1717;SPC NC       -   104,935.233   830,553.859   MT  0.99992347   +1 23 30.1
 EA1717;SPC NC       -   344,275.01  2,724,908.79   sFT  0.99992347   +1 23 30.1
 EA1717;UTM  18      - 3,837,791.308   354,438.025   MT  0.99986116   -0 54 14.3
 EA1717
 EA1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1717!SPC NC       -   1.00000554  x   0.99992347  =   0.99992900
 EA1717!UTM  18      -   1.00000554  x   0.99986116  =   0.99986669
 EA1717
 EA1717:                Primary Azimuth Mark                     Grid Az
 EA1717:SPC NC       -  LUMPS BEACON BOTTLE RUN PT BCN           034 22 29.9
 EA1717:UTM  18      -  LUMPS BEACON BOTTLE RUN PT BCN           036 40 14.3
 EA1717
 EA1717|---------------------------------------------------------------------|
 EA1717| PID    Reference Object                     Distance      Geod. Az  |
 EA1717|                                                           dddmmss.s |
 EA1717| EA1748 LUMPS BEACON BOTTLE RUN PT BCN      APPROX. 2.7 KM 0354600.0 |
 EA1717| EA1783 HARKERS IS METH CHURCH SPIRE        APPROX. 3.6 KM 0434208.5 |
 EA1717| EA1737 HARKERS ISLAND E CHURCH SPIRE       APPROX. 3.8 KM 0462117.0 |
 EA1717| EA1794 CAPE LOOKOUT LIGHTHOUSE             APPROX. 8.0 KM 1324139.6 |
 EA1717| EA3250 BULL RM 1                            10.947 METERS 13839     |
 EA1717| EA3252 BULL RM 3                            12.472 METERS 15442     |
 EA1717| EA1706 BALD                                APPROX. 1.0 KM 1614358.8 |
 EA1717| EA3251 BULL RM 2                            19.475 METERS 20949     |
 EA1717| EA3253 BULL RM 4                            12.982 METERS 24019     |
 EA1717| EA1703 BACK SOUND BEACON                   APPROX. 2.3 KM 2891940.4 |
 EA1717| EA1787 TAYLORS CREEK EAST BEACON           APPROX. 4.4 KM 3215211.3 |
 EA1717| EA1754 MIDDLE MARSHES BEACON               APPROX. 4.0 KM 3282544.7 |
 EA1717| EA1770 SHEPHERD SHOAL BEACON               APPROX. 3.7 KM 3473519.3 |
 EA1717| EA1704 BACK SOUND CHANNEL BEACON           APPROX. 2.6 KM 3521737.4 |
 EA1717| EA1760 NORTH RIVER BEACON                  APPROX. 4.6 KM 3584343.3 |
 EA1717|---------------------------------------------------------------------|
 EA1717
 EA1717                          SUPERSEDED SURVEY CONTROL
 EA1717
 EA1717  NAD 83(1986)-  34 40 18.33350(N)    076 35 19.61164(W) AD(       ) 2
 EA1717  NAD 27      -  34 40 17.75073(N)    076 35 20.88287(W) AD(       ) 2
 EA1717  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG    3  
 EA1717
 EA1717.Superseded values are not recommended for survey control.
 EA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1717.See file dsdata.txt to determine how the superseded data were derived.
 EA1717
 EA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5443837791(NAD 83)
 EA1717_MARKER: N = NAIL
 EA1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1717
 EA1717  HISTORY     - Date     Condition        Report By
 EA1717  HISTORY     - 1913     MONUMENTED       CGS
 EA1717  HISTORY     - 1927     GOOD             CGS
 EA1717  HISTORY     - 1933     GOOD             CGS
 EA1717  HISTORY     - 1942     GOOD             CGS
 EA1717  HISTORY     - 1943     SEE DESCRIPTION  CGS
 EA1717  HISTORY     - 1947     SEE DESCRIPTION  CGS
 EA1717  HISTORY     - 1962     GOOD             CGS
 EA1717  HISTORY     - 1965     GOOD             CGS
 EA1717
 EA1717                          STATION DESCRIPTION
 EA1717
 EA1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (JBB)
 EA1717'STATION IS AT THE W END OF BACK SOUND, ON THE SOUND SIDE OF
 EA1717'SHACKLEFORD BANKS, ABOUT 4 MILES E OF BEAUFORT ENTRANCE, ON THE
 EA1717'S SIDE OF A CREEK S OF BOTTLE RUN POINT, AT THE NE END OF A
 EA1717'SMALL ISLAND IN THE MARSH, JUST OFF A NECK OF LAND, WOODED WITH
 EA1717'OAK, WHICH PROJECTS INTO THE MARSH, 90 FEET SW FROM THE CREEK
 EA1717'BANK.  THE ISLAND IS OF SAND AND SHELLS AT THE LOCATION OF THE
 EA1717'STATION, AND IS WOODED ON ITS SOUTHERN END.  THE RUINS OF AN
 EA1717'OLD HOUSE ARE EVIDENT NEAR THE CENTER OF THE ISLAND.  THE
 EA1717'STATION AND UNDERGROUND MARKS ARE NAILS IN CONCRETE
 EA1717'BLOCKS.  THERE IS NO REFERENCE MARK.  DISTANCES AND BEARINGS
 EA1717'FROM THE STATION ARE AS FOLLOWS--TO AN 8-INCH CEDAR TREE,
 EA1717'(69.2 METERS) 227 FEET, S 39 DEG 12 MIN W.  TO A 10-INCH CEDAR
 EA1717'TREE, (90.2 METERS) 296 FEET, S 42 DEG 48 MIN W.
 EA1717
 EA1717                          STATION RECOVERY (1927)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1717'THE STATION MARK WAS FOUND AS DESCRIBED, AND IN GOOD
 EA1717'CONDITION.  NO WITNESS MARKS WERE FOUND.
 EA1717'
 EA1717'THE UNDERGROUND MARK WAS NOT INVESTIGATED.
 EA1717'
 EA1717'NO NEW REFERENCE MARKS OR WITNESS MARKS WERE ESTABLISHED.
 EA1717'
 EA1717'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH RESPECT TO LOCALITY.
 EA1717
 EA1717                          STATION RECOVERY (1933)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA1717'THE STATION LIES ON THE N SIDE OF SHACKLEFORD BANKS, ON THE N
 EA1717'SIDE OF A POINT OF FAST LAND WHICH MAKES OUT INTO THE MARSH
 EA1717'KNOWN AS BOTTLE RUN POINT.  A THICK CLUMP OF LIVE OAKS LIE
 EA1717'AGAINST THE N SIDE OF THE SAND DUNES SW OF THE STATION.  APPROACH
 EA1717'BY PULLING BOAT MAY BE MADE DIRECTLY TO THE STATION BY A NARROW
 EA1717'WINDING CHANNEL WHICH LEADS THROUGH THE MARSH FROM THE WESTWARD.
 EA1717'
 EA1717'THE STATION LIES ON THE HIGHEST PART OF THE POINT AND IS
 EA1717'MARKED BY SUBSURFACE AND SURFACE MARKS CONSISTING OF IRON NAILS
 EA1717'IN CONCRETE BLOCKS INSCRIBED WITH A TRIANGLE.
 EA1717'
 EA1717'IN 1933 THE STATION MARK WAS FOUND AS DESCRIBED AND WAS IN
 EA1717'GOOD CONDITION.  NO WITNESS MARKS WERE FOUND.  THE UNDERGROUND
 EA1717'MARK WAS NOT INVESTIGATED.  DISTANCE FROM STATION MARK N TO
 EA1717'HIGHWATER LINE IS 17.10 METERS (56.1 FEET), AND DISTANCE FROM
 EA1717'STATION MARK W TO HIGH-WATER LINE IS 13.10 METERS (43.0 FEET).
 EA1717'
 EA1717'TWO STANDARD REFERENCE MARKS WERE ESTABLISHED, CONSISTING OF
 EA1717'BRONZE DISKS STAMPED NO.1 AND NO.2, SET IN CONCRETE IN 8-INCH
 EA1717'TILE, BELL DOWN, IN THE GROUND AND PROJECTING ABOUT 4 INCHES
 EA1717'ABOVE THE SURFACE.
 EA1717
 EA1717                          STATION RECOVERY (1942)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WFD)
 EA1717'RECOVERED AS DESCRIBED.
 EA1717'
 EA1717'THE STATION LIES ON THE N SIDE OF SHACKLEFORD BANKS, ON THE N
 EA1717'SIDE OF A POINT OF FAST LAND WHICH MAKES OUT INTO THE MARSH
 EA1717'KNOWN AS BOTTLE RUN POINT.  A THICK CLUMP OF LIVE OAKS LIE
 EA1717'AGAINST THE N SIDE OF THE SAND DUNES SW OF THE
 EA1717'STATION.  APPROACH BY PULLING BOAT MAY BE MADE DIRECTLY TO THE
 EA1717'STATION BY A NARROW WINDING CHANNEL WHICH LEADS THROUGH THE
 EA1717'MARSH FROM THE WESTWARD.
 EA1717'
 EA1717'THE STATION LIES ON THE HIGHEST PART OF THE POINT AND IS
 EA1717'MARKED BY SUBSURFACE AND SURFACE MARKS CONSISTING OF IRON NAILS
 EA1717'IN CONCRETE BLOCKS INSCRIBED WITH A TRIANGLE.  IN 1933 THE
 EA1717'STATION MARK WAS FOUND AS DESCRIBED AND WAS IN GOOD
 EA1717'CONDITION.  NO WITNESS MARKS WERE FOUND.  THE UNDERGROUND MARK
 EA1717'WAS NOT INVESTIGATED.  DISTANCE FROM STATION MARK N TO HIGH
 EA1717'WATER LINE IS 17.10 METERS (56.1 FEET), AND DISTANCE FROM
 EA1717'STATION MARK W TO HIGH WATER LINE IS 13.10 METERS (43.0 FEET).
 EA1717'
 EA1717'TWO STANDARD REFERENCE MARKS WERE ESTABLISHED, CONSISTING OF
 EA1717'BRONZE DISKS STAMPED NO. 1 AND NO. 2, SET IN CONCRETE IN 8-INCH
 EA1717'TILE, BELL DOWN, IN THE GROUND AND PROJECTING ABOUT 4 INCHES
 EA1717'ABOVE THE SURFACE.
 EA1717
 EA1717                          STATION RECOVERY (1943)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1717'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A
 EA1717'COMPLETE NEW DESCRIPTION FOLLOWS--
 EA1717'
 EA1717'THE STATION IS ON THE NORTH SIDE OF SHACKLEFORD BANKS ABOUT
 EA1717'ONE MILE EAST OF THE COAST GUARD LANDING AND 1/4 MILE NORTH OF
 EA1717'THE COAST GUARD PATROL STATION.  IT IS ON AN ISLAND SEPARATED
 EA1717'FROM A POINT OF LAND BY MARSHY GROUND.  STATION MARK IS ABOUT
 EA1717'56 FEET SOUTH AND 43 FEET EAST OF HIGH WATER MARK.  IT IS ABOUT
 EA1717'100 METERS NORTHEAST OF A PROMINENT GROUP OF OAK TREES ON HIGH
 EA1717'GROUND AT THE EDGE OF THE MARSH.
 EA1717'
 EA1717'THE STATION MARK IS A STANDARD DISK MARKED BULL 1913 AND
 EA1717'PROJECTS ABOUT FOUR INCHES ABOVE THE GROUND.
 EA1717'
 EA1717'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1.  IT IS
 EA1717'EAST OF THE STATION AND ABOUT 40 METERS FROM HIGH WATER MARK.
 EA1717'
 EA1717'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NO. 2.  IT IS
 EA1717'SOUTHEAST OF THE STATION IN THE EDGE OF A SMALL CLUSTER OF
 EA1717'BUSHES.
 EA1717
 EA1717                          STATION RECOVERY (1947)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1717'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 EA1717'CONDITION.  DESCRIPTION ADEQUATE EXCEPT FOR THE FOLLOWING
 EA1717'DISCREPANCIES--
 EA1717'
 EA1717'NO. 1. STATION MARK IS A NAIL SET IN A CONCRETE MONUMENT
 EA1717'SCRIBED WITH A TRIANGLE.
 EA1717'
 EA1717'NO. 2. REFERENCE MARK NO. 1 PROJECTS 18 INCHES INSTEAD OF 4 INCHES.
 EA1717'
 EA1717'NO. 3. REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND.
 EA1717
 EA1717                          STATION RECOVERY (1962)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA1717'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 EA1717'MARKS NO. 1 AND 2 WERE NOT RECOVERED.  STATION IS LOCATED NEAR
 EA1717'THE CENTER OF THE NORTHEAST SIDE OF SHACKLEFORD BANKS ON A POINT
 EA1717'TO THE NORTHEAST OF A CLUMP OF LIVEOAK TREES.  STATION IS
 EA1717'MARKED BY AN 8X8 INCH CONCRETE BLOCK WITH A NAIL IN THE CENTER
 EA1717'OF A TRIANGLE THAT IS CAST IN THE CONCRETE AND THE LETTERS AND
 EA1717'NUMBERS USCS 1913 ALSO CAST INTO THE CONCRETE.  STATION IS
 EA1717'LOCATED 60 FEET SOUTHWEST OF THE WATERLINE AND 6-1/2 FEET
 EA1717'SOUTH-SOUTHWEST OF A WOODEN WITNESS POST WITH METAL SIGN.
 EA1717'
 EA1717'REFERENCE MARK NO. 3 IS A STANDARD DISK CLAMPED ON A 5/8 INCH
 EA1717'COPPER WELD ROD DRIVEN TO A DEPTH OF 24 FEET, INSIDE A 1 INCH
 EA1717'BY 5 FOOT GALVANIZED PIPE, INSIDE A 2 INCH BY 5 FOOT GALVANIZED
 EA1717'PIPE.  THE DISK IS STAMPED BULL NO 3 1962.
 EA1717'
 EA1717'REFERENCE MARK NO. 4 IS A STANDARD DISK CLAMPED ON A 5/8 INCH
 EA1717'COPPER WELD ROD DRIVEN TO A DEPTH OF 24 FEET, INSIDE A 1 INCH
 EA1717'BY 5 FOOT GALVANIZED PIPE, INSIDE A 2 INCH BY 5 FOOT GALVANIZED
 EA1717'PIPE.  THE DISK IS STAMPED BULL NO 4 1962.
 EA1717
 EA1717                          STATION RECOVERY (1965)
 EA1717
 EA1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1717'THE STATION MARK, R.M. NO 3 AND R.M. NO 4 WERE RECOVERED IN GOOD
 EA1717'CONDITION.  THE RECOVERY NOTE BY S.C.M. IN 1962 IS ADEQUATE
 EA1717'WITH THE FOLLOWING ADDITIONS--
 EA1717'
 EA1717'R.M. NO 3 IS STAMPED BULL NO 3 1962 AND PROJECTS 1 FOOT.
 EA1717'
 EA1717'R.M. NO 4 IS STAMPED BULL NO 4 1962 AND PROJECTS 1 FOOT.
 EA1717'
 EA1717'THE DISTANCE TO R.M. 3 AND 4 WERE FOUND TO BE CORRECT.
 EA1717'
 EA1717'THE STATION IS 60.0 FEET SOUTH OF THE HIGH WATER LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3307 ***********************************************************************
 EY3307  DESIGNATION -  BULL
 EY3307  PID         -  EY3307
 EY3307  STATE/COUNTY-  NC/WASHINGTON
 EY3307  USGS QUAD   -  COLUMBIA WEST (1974)
 EY3307
 EY3307                         *CURRENT SURVEY CONTROL
 EY3307  ___________________________________________________________________
 EY3307* NAD 83(2001)-  35 57 16.80004(N)    076 22 21.76048(W)     ADJUSTED  
 EY3307* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3307  ___________________________________________________________________
 EY3307  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EY3307  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EY3307  HORZ ORDER  -  THIRD
 EY3307
 EY3307.The horizontal coordinates were established by classical geodetic methods
 EY3307.and adjusted by the National Geodetic Survey in August 2005.
 EY3307
 EY3307.The orthometric height was scaled from a topographic map.
 EY3307
 EY3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3307
 EY3307.The geoid height was determined by GEOID03.
 EY3307
 EY3307;                    North         East     Units Scale Factor Converg.
 EY3307;SPC NC       -   247,706.995   846,582.707   MT  0.99994772   +1 30 59.0
 EY3307;SPC NC       -   812,685.37  2,777,496.76   sFT  0.99994772   +1 30 59.0
 EY3307;UTM  18      - 3,979,791.145   376,206.319   MT  0.99978883   -0 48 21.9
 EY3307
 EY3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3307!SPC NC       -   1.00000576  x   0.99994772  =   0.99995347
 EY3307!UTM  18      -   1.00000576  x   0.99978883  =   0.99979458
 EY3307
 EY3307                          SUPERSEDED SURVEY CONTROL
 EY3307
 EY3307  NAD 83(1986)-  35 57 16.81303(N)    076 22 21.77221(W) AD(       ) 4
 EY3307  NAD 27      -  35 57 16.22700(N)    076 22 23.00400(W) AD(       ) 3
 EY3307
 EY3307.Superseded values are not recommended for survey control.
 EY3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3307.See file dsdata.txt to determine how the superseded data were derived.
 EY3307
 EY3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7620679791(NAD 83)
 EY3307_MARKER: DS = TRIANGULATION STATION DISK
 EY3307_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EY3307_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3307
 EY3307  HISTORY     - Date     Condition        Report By
 EY3307  HISTORY     - 1917     MONUMENTED       CGS
 EY3307  HISTORY     - 1942     MARK NOT FOUND   CGS
 EY3307  HISTORY     - 1950     MARK NOT FOUND   CGS
 EY3307
 EY3307                          STATION DESCRIPTION
 EY3307
 EY3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (FBS)
 EY3307'ON A PROMINENT POINT AT THE WESTERN SIDE OF BULL BAY.  IT IS A
 EY3307'SHARP WELL-DEFINED POINT COVERED BY A GROWTH OF REEDS AND SMALL
 EY3307'TREES.  THE GROUND IS SANDY AND THE SWAMPLAND IS WELL
 EY3307'INSHORE.  THE STATION IS ABOUT 2 METERS FROM THE SHORELINE.
 EY3307
 EY3307                          STATION RECOVERY (1942)
 EY3307
 EY3307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW)
 EY3307'MARK NOT RECOVERED.  NO BLAZED TREES FOUND.  THE BEACH IS BADLY
 EY3307'WASHED AND THE SWAMP AREA EXTENDS TO THE SHORE INSTEAD OF BEING
 EY3307'INLAND AS DESCRIBED IN THE ORIGINAL DESCRIPTION.  THREE MEN
 EY3307'SEARCHED FOR 2-1/2 HOURS.
 EY3307
 EY3307                          STATION RECOVERY (1950)
 EY3307
 EY3307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EY3307'STATION NOT RECOVERED.  AFTER A THOROUGH SEARCH, IT IS EVIDENT
 EY3307'THAT THE STATION HAS BEEN DESTROYED BY BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2325 ***********************************************************************
 AI2325  DESIGNATION -  BULL
 AI2325  PID         -  AI2325
 AI2325  STATE/COUNTY-  NC/GUILFORD
 AI2325  USGS QUAD   -  BELEWS CREEK (1994)
 AI2325
 AI2325                         *CURRENT SURVEY CONTROL
 AI2325  ___________________________________________________________________
 AI2325* NAD 83(2007)-  36 09 27.89144(N)    080 01 12.72404(W)     ADJUSTED  
 AI2325* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 AI2325  ___________________________________________________________________
 AI2325  EPOCH DATE  -        2002.00
 AI2325  X           -     893,523.547 (meters)                     COMP
 AI2325  Y           -  -5,077,892.427 (meters)                     COMP
 AI2325  Z           -   3,742,496.196 (meters)                     COMP
 AI2325  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 AI2325  ELLIP HEIGHT-         267.572 (meters)          (02/10/07) ADJUSTED
 AI2325  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AI2325
 AI2325  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2325  Type    PID    Designation                      North   East  Ellip
 AI2325  -------------------------------------------------------------------
 AI2325  NETWORK AI2325 BULL                              0.41   0.53   0.80
 AI2325  -------------------------------------------------------------------
 AI2325
 AI2325.The horizontal coordinates were established by GPS observations
 AI2325.and adjusted by the National Geodetic Survey in February 2007.
 AI2325
 AI2325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2325.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2325.The horizontal coordinates are valid at the epoch date displayed above.
 AI2325.The epoch date for horizontal control is a decimal equivalence
 AI2325.of Year/Month/Day.
 AI2325
 AI2325.The orthometric height was determined by GPS observations and a
 AI2325.high-resolution geoid model.
 AI2325
 AI2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2325
 AI2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2325
 AI2325.The ellipsoidal height was determined by GPS observations
 AI2325.and is referenced to NAD 83.
 AI2325
 AI2325.The geoid height was determined by GEOID03.
 AI2325
 AI2325;                    North         East     Units Scale Factor Converg.
 AI2325;SPC NC       -   267,575.778   517,801.509   MT  0.99999752   -0 35 19.8
 AI2325;SPC NC       -   877,871.53  1,698,820.45   sFT  0.99999752   -0 35 19.8
 AI2325;UTM  17      - 4,001,889.835   588,132.058   MT  0.99969570   +0 34 41.3
 AI2325
 AI2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2325!SPC NC       -   0.99995801  x   0.99999752  =   0.99995553
 AI2325!UTM  17      -   0.99995801  x   0.99969570  =   0.99965372
 AI2325
 AI2325                          SUPERSEDED SURVEY CONTROL
 AI2325
 AI2325  NAD 83(2001)-  36 09 27.89174(N)    080 01 12.72394(W) AD(       ) 1
 AI2325  ELLIP H (03/13/03)  267.568  (m)                       GP(       ) 4 2
 AI2325  NAD 83(1986)-  36 09 27.89792(N)    080 01 12.73151(W) AD(       ) 1
 AI2325
 AI2325.Superseded values are not recommended for survey control.
 AI2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2325.See file dsdata.txt to determine how the superseded data were derived.
 AI2325
 AI2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8813201890(NAD 83)
 AI2325_MARKER: DB = BENCH MARK DISK
 AI2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2325_STAMPING: BULL 1991
 AI2325_MARK LOGO: NCGS  
 AI2325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2325+STABILITY: SURFACE MOTION
 AI2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2325+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AI2325
 AI2325  HISTORY     - Date     Condition        Report By
 AI2325  HISTORY     - 1991     MONUMENTED       NCGS
 AI2325  HISTORY     - 20010426 GOOD             NCGS
 AI2325
 AI2325                          STATION DESCRIPTION
 AI2325
 AI2325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2325'STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) WEST-NORTHWEST OF
 AI2325'GREENSBORO, AND 3.9 MI (6.3 KM) NORTHEAST OF KERNERSVILLE. ALONG NC
 AI2325'150 (OAK RIDGE RD) FOR 2.05 MI (3.30 KM) SOUTHWEST FROM NC 68 (AT OAK
 AI2325'RIDGE), OR 0.15 MI (0.24 KM) NORTHEAST OF SR 2026 (PEPPER RD) , IN
 AI2325'NORTH SHOULDER. MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.
 AI2325'LOCATED 17.0 FT (5.2 M) NORTH OF THE CENTERLINE OF HIGHWAY, 156.0 FT
 AI2325'(47.5 M) WEST OF THE CENTERLINE OF HIGHWAY AT GRAVEL DRIVE LEADING
 AI2325'SOUTH, 18.0 FT (5.5 M) WEST-SOUTHWEST OF THE NORTH END OF A HIGHWAY
 AI2325'CULVERT, 246.0 FT (75.0 M) EAST OF THE EAST-MOST OF 2 TELEPHONE
 AI2325'PEDESTALS, AND 72.3 FT (22.0 M) NORTHEAST OF A POWER POLE WITH
 AI2325'REFERENCE TAG.
 AI2325
 AI2325                          STATION RECOVERY (2001)
 AI2325
 AI2325'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 AI2325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9422 ***********************************************************************
 DG9422  DESIGNATION -  BULL
 DG9422  PID         -  DG9422
 DG9422  STATE/COUNTY-  NC/JONES
 DG9422  USGS QUAD   -  RICHLANDS (1981)
 DG9422
 DG9422                         *CURRENT SURVEY CONTROL
 DG9422  ___________________________________________________________________
 DG9422* NAD 83(2001)-  34 58 16.97222(N)    077 30 10.28216(W)     ADJUSTED  
 DG9422* NAVD 88     -        17.946  (meters)      58.88   (feet)  ADJUSTED  
 DG9422  ___________________________________________________________________
 DG9422  X           -   1,132,207.610 (meters)                     COMP
 DG9422  Y           -  -5,108,263.558 (meters)                     COMP
 DG9422  Z           -   3,635,254.900 (meters)                     COMP
 DG9422  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DG9422  ELLIP HEIGHT-         -18.776 (meters)          (09/26/06) ADJUSTED
 DG9422  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 DG9422  DYNAMIC HT  -          17.930 (meters)      58.83  (feet)  COMP
 DG9422  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 DG9422
 DG9422  HORZ ORDER  -  FIRST
 DG9422  VERT ORDER  -  SECOND    CLASS I
 DG9422  ELLP ORDER  -  FOURTH    CLASS II
 DG9422
 DG9422.The horizontal coordinates were established by GPS observations
 DG9422.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in September 2006.
 DG9422
 DG9422.The orthometric height was determined by differential leveling
 DG9422.and adjusted in December 2008.
 DG9422
 DG9422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9422
 DG9422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9422
 DG9422.The ellipsoidal height was determined by GPS observations
 DG9422.and is referenced to NAD 83.
 DG9422
 DG9422.The geoid height was determined by GEOID03.
 DG9422
 DG9422.The dynamic height is computed by dividing the NAVD 88
 DG9422.geopotential number by the normal gravity value computed on the
 DG9422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9422.degrees latitude (g = 980.6199 gals.).
 DG9422
 DG9422.The modeled gravity was interpolated from observed gravity values.
 DG9422
 DG9422;                    North         East     Units Scale Factor Converg.
 DG9422;SPC NC       -   136,518.852   746,299.336   MT  0.99988450   +0 51 50.8
 DG9422;SPC NC       -   447,895.60  2,448,483.74   sFT  0.99988450   +0 51 50.8
 DG9422;UTM  18      - 3,872,730.917   271,505.615   MT  1.00024351   -1 26 06.6
 DG9422
 DG9422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9422!SPC NC       -   1.00000295  x   0.99988450  =   0.99988745
 DG9422!UTM  18      -   1.00000295  x   1.00024351  =   1.00024646
 DG9422
 DG9422:                Primary Azimuth Mark                     Grid Az
 DG9422:SPC NC       -  JON 16                                   008 19 40.8
 DG9422:UTM  18      -  JON 16                                   010 37 38.2
 DG9422
 DG9422|---------------------------------------------------------------------|
 DG9422| PID    Reference Object                     Distance      Geod. Az  |
 DG9422|                                                           dddmmss.s |
 DG9422| DG9406 JON 16                              APPROX. 0.6 KM 0091131.6 |
 DG9422|---------------------------------------------------------------------|
 DG9422
 DG9422                          SUPERSEDED SURVEY CONTROL
 DG9422
 DG9422  NAD 83(1986)-  34 58 16.98155(N)    077 30 10.29467(W) AD(       ) 1
 DG9422  NAVD 88 (09/30/05)   17.988  (m)           59.02   (f) UNKNOWN     2 1
 DG9422
 DG9422.Superseded values are not recommended for survey control.
 DG9422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9422.See file dsdata.txt to determine how the superseded data were derived.
 DG9422
 DG9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7150672731(NAD 83)
 DG9422_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9422_STAMPING: BULL 1999
 DG9422_MARK LOGO: NCGS  
 DG9422_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG9422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9422+STABILITY: SURFACE MOTION
 DG9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9422+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG9422
 DG9422  HISTORY     - Date     Condition        Report By
 DG9422  HISTORY     - 1999     MONUMENTED       NCGS
 DG9422
 DG9422                          STATION DESCRIPTION
 DG9422
 DG9422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 DG9422'STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTH OF COMFORT AND 10.5 MI
 DG9422'(16.9 KM) SOUTHWEST OF TRENTON.  ALONG SR 1003 (COMFORT/RICHLANDS
 DG9422'ROAD) FOR 2.65 MI (4.26 KM) SOUTH FROM THE NC 41 INTERSECTION, OR 0.15
 DG9422'MI (0.24 KM) NORTH FROM THE JONES/ONSLOW COUNTY LINE.  MARK IS ABOUT
 DG9422'LEVEL WITH SR 1003 AND IS RECESSED 4-INCHES BELOW THE GROUND. LOCATED
 DG9422'16.4 FT (5.0 M) WEST-NORTHWEST OF THE CENTERLINE OF SR 1003, 66.3 FT
 DG9422'(20.2 M) NORTH-NORTHEAST OF A 24-INCH CONCRETE CULVERT UNDER SR 1003,
 DG9422'217 FT (66.1 M) SOUTH-SOUTHWEST OF A FARM PATH LEADING WEST AND 65.5
 DG9422'FT (20.0 M) WEST-NORTHWEST OF A 7-INCH MAPLE ACROSS SR 1003 WITH A
 DG9422'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1185 ***********************************************************************
 EY1185  DESIGNATION -  BULL HEAD
 EY1185  PID         -  EY1185
 EY1185  STATE/COUNTY-  NC/GREENE
 EY1185  USGS QUAD   -  STANTONSBURG (1978)
 EY1185
 EY1185                         *CURRENT SURVEY CONTROL
 EY1185  ___________________________________________________________________
 EY1185* NAD 83(2001)-  35 31 47.29163(N)    077 47 22.68701(W)     ADJUSTED  
 EY1185* NAVD 88     -        33.308  (meters)     109.28   (feet)  ADJUSTED  
 EY1185  ___________________________________________________________________
 EY1185  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 EY1185  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 EY1185  DYNAMIC HT  -          33.279 (meters)     109.18  (feet)  COMP
 EY1185  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 EY1185
 EY1185  HORZ ORDER  -  SECOND
 EY1185  VERT ORDER  -  SECOND    CLASS I
 EY1185
 EY1185.The horizontal coordinates were established by classical geodetic methods
 EY1185.and adjusted by the National Geodetic Survey in August 2005.
 EY1185
 EY1185.The orthometric height was determined by differential leveling
 EY1185.and adjusted in June 1991.
 EY1185
 EY1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1185
 EY1185.The geoid height was determined by GEOID03.
 EY1185
 EY1185.The dynamic height is computed by dividing the NAVD 88
 EY1185.geopotential number by the normal gravity value computed on the
 EY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1185.degrees latitude (g = 980.6199 gals.).
 EY1185
 EY1185.The modeled gravity was interpolated from observed gravity values.
 EY1185
 EY1185;                    North         East     Units Scale Factor Converg.
 EY1185;SPC NC       -   198,103.746   719,360.878   MT  0.99988433   +0 41 54.9
 EY1185;SPC NC       -   649,945.37  2,360,103.15   sFT  0.99988433   +0 41 54.9
 EY1185;UTM  18      - 3,935,378.811   247,060.109   MT  1.00038849   -1 37 19.2
 EY1185
 EY1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1185!SPC NC       -   1.00000032  x   0.99988433  =   0.99988465
 EY1185!UTM  18      -   1.00000032  x   1.00038849  =   1.00038881
 EY1185
 EY1185:                Primary Azimuth Mark                     Grid Az
 EY1185:SPC NC       -  JAYDEE                                   337 02 17.9
 EY1185:UTM  18      -  JAYDEE                                   339 21 32.0
 EY1185
 EY1185|---------------------------------------------------------------------|
 EY1185| PID    Reference Object                     Distance      Geod. Az  |
 EY1185|                                                           dddmmss.s |
 EY1185| EY1186 JAYDEE                              APPROX. 0.9 KM 3374412.8 |
 EY1185|---------------------------------------------------------------------|
 EY1185
 EY1185                          SUPERSEDED SURVEY CONTROL
 EY1185
 EY1185  NAD 83(1986)-  35 31 47.30049(N)    077 47 22.69292(W) AD(       ) 2
 EY1185  NAD 27      -  35 31 46.72203(N)    077 47 23.76686(W) AD(       ) 2
 EY1185  NGVD 29 (??/??/92)   33.607  (m)          110.26   (f) ADJ UNCH    2 1
 EY1185
 EY1185.Superseded values are not recommended for survey control.
 EY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1185.See file dsdata.txt to determine how the superseded data were derived.
 EY1185
 EY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4706035379(NAD 83)
 EY1185_MARKER: DE = TRAVERSE STATION DISK
 EY1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1185_STAMPING: BULL HEAD 1975
 EY1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1185+STABILITY: SURFACE MOTION
 EY1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1185+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 EY1185
 EY1185  HISTORY     - Date     Condition        Report By
 EY1185  HISTORY     - 1975     MONUMENTED       NCGS
 EY1185  HISTORY     - 1977     GOOD             NCGS
 EY1185  HISTORY     - 19980411 GOOD             USPSQD
 EY1185  HISTORY     - 20060114 GOOD             USPSQD
 EY1185
 EY1185                          STATION DESCRIPTION
 EY1185
 EY1185'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1185'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES SOUTH-SOUTHEAST OF
 EY1185'STANTONSBURG, AND 8.5 MILES NORTHWEST OF SNOW HILL, NORTH CAROLINA.
 EY1185'
 EY1185'TO REACH STATION FROM JUNCTION OF US 13 WITH NC 58 WEST OF SNOW HILL,
 EY1185'PROCEED NORTHWESTERLY ALONG NC 58 FOR 7.4 MILES TO STATION ON LEFT,
 EY1185'JUST NORTH OF THE BULL HEAD VOLUNTEER FIRE DEPARTMENT, APPROXIMATELY
 EY1185'175 FEET WEST OF AND ACROSS HIGHWAY FROM THE LEVELTON FREE WILL
 EY1185'BAPTIST CHURCH, AND 0.15 MILE SOUTHEAST OF T INTERSECTION WITH SR 1224
 EY1185'(EAST).
 EY1185'
 EY1185'STATION MARK IS A STANDARD DISK STAMPED---BULL HEAD 1975---, SET IN
 EY1185'THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 EY1185'SURFACE.  THE MARK IS 45.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF NC
 EY1185'58, 65.1 FEET NORTH-NORTHWEST OF THE CENTERLINE OF PAVED DRIVE TO FIRE
 EY1185'STATION, 52.5 FEET NORTH OF NORTHEASTERNMOST CORNER OF FIRE STATION,
 EY1185'48.9 FEET SOUTH OF TELEPHONE PEDESTAL WITH SUPPORT POST AND ALUMINUM
 EY1185'TAG, 53.7 FEET EAST OF POWER SERVICE POLE WITH ALUMINUM TAG, AND 76.4
 EY1185'FEET NORTH-NORTHEAST OF CENTER OF NORTHWESTERNMOST DOOR TO FIRE
 EY1185'STATION.
 EY1185
 EY1185                          STATION RECOVERY (1977)
 EY1185
 EY1185'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EY1185'5.6 MI SSE FROM STANTONSBURG.
 EY1185'TO REACH STATION FROM JUNCTION OF US 13 WITH NC 58 WEST OF SNOW HILL,
 EY1185'PROCEED NORTHWESTERLY ALONG NC 58 FOR 7.4 MILES TO STATION ON LEFT, AT
 EY1185'NORTH SIDE OF THE BULL HEAD VOLUNTEER FIRE DEPARTMENT BUILDING. 45.5
 EY1185'FT. WSW OF CENTERLINE OF NC 58, 65.1 FT. NNW OF CENTERLINE OF PAVED
 EY1185'DRIVE TO FIRE STATION, 52.5 FT. N OF NORTHEAST CORNER OF FIRE STATION,
 EY1185'48.9 FT. S OF TELEPHONE PEDESTAL WITH SUPPORT POST AND ALUMINUM REF.
 EY1185'TAG, 53.7 FT. E OF POWER SERVICE POLE WITH ALUMINUM REF. TAG AND 76.4
 EY1185'FT. NNE OF CENTER OF NORTHWESTERNMOST DOOR TO FIRE STATION. DISK IS
 EY1185'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1185
 EY1185                          STATION RECOVERY (1998)
 EY1185
 EY1185'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1185'RECOVERED IN GOOD CONDITION.
 EY1185
 EY1185                          STATION RECOVERY (2006)
 EY1185
 EY1185'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3881 ***********************************************************************
 FX3881  DESIGNATION -  BULL POND RESET
 FX3881  PID         -  FX3881
 FX3881  STATE/COUNTY-  NC/BERTIE
 FX3881  USGS QUAD   -  COLERAIN (1982)
 FX3881
 FX3881                         *CURRENT SURVEY CONTROL
 FX3881  ___________________________________________________________________
 FX3881* NAD 83(2001)-  36 10 13.31921(N)    076 45 07.34910(W)     ADJUSTED  
 FX3881* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX3881  ___________________________________________________________________
 FX3881  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 FX3881  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 FX3881  HORZ ORDER  -  SECOND
 FX3881
 FX3881.The horizontal coordinates were established by classical geodetic methods
 FX3881.and adjusted by the National Geodetic Survey in August 2005.
 FX3881
 FX3881.The orthometric height was scaled from a topographic map.
 FX3881
 FX3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3881
 FX3881.The geoid height was determined by GEOID03.
 FX3881
 FX3881;                    North         East     Units Scale Factor Converg.
 FX3881;SPC NC       -   270,794.106   811,831.539   MT  1.00000103   +1 17 50.8
 FX3881;SPC NC       -   888,430.33  2,663,483.97   sFT  1.00000103   +1 17 50.8
 FX3881;UTM  18      - 4,004,267.006   342,425.491   MT  0.99990594   -1 02 03.3
 FX3881
 FX3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3881!SPC NC       -   1.00000527  x   1.00000103  =   1.00000630
 FX3881!UTM  18      -   1.00000527  x   0.99990594  =   0.99991121
 FX3881
 FX3881|---------------------------------------------------------------------|
 FX3881| PID    Reference Object                     Distance      Geod. Az  |
 FX3881|                                                           dddmmss.s |
 FX3881| FX4603 BULL POND RM 1                       38.890 METERS 00433     |
 FX3881| FX3879 WHITE                               APPROX. 2.7 KM 0993446.9 |
 FX3881| FX4604 BULL POND RM 2                       34.620 METERS 15844     |
 FX3881|---------------------------------------------------------------------|
 FX3881
 FX3881                          SUPERSEDED SURVEY CONTROL
 FX3881
 FX3881  NAD 83(1993)-  36 10 13.32588(N)    076 45 07.35899(W) AD(       ) 2
 FX3881  NAD 83(1986)-  36 10 13.32785(N)    076 45 07.36358(W) AD(       ) 2
 FX3881  NAD 27      -  36 10 12.76600(N)    076 45 08.55100(W) AD(       ) 2
 FX3881
 FX3881.Superseded values are not recommended for survey control.
 FX3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3881.See file dsdata.txt to determine how the superseded data were derived.
 FX3881
 FX3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4242504267(NAD 83)
 FX3881_MARKER: DS = TRIANGULATION STATION DISK
 FX3881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3881
 FX3881  HISTORY     - Date     Condition        Report By
 FX3881  HISTORY     - 1931     MONUMENTED       CGS
 FX3881  HISTORY     - 1932     GOOD             CGS
 FX3881  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FX3881
 FX3881                          STATION DESCRIPTION
 FX3881
 FX3881'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FX3881'ON WEST SHORE OF CHOWAN RIVER, 2 MILES SOUTH OF COLERAIN, AND ON
 FX3881'SANDY POINT KNOWN AS BULL POND POINT. TO REACH FROM COLERAIN, GO
 FX3881'SOUTH 2.0 MILES, TURN LEFT AT J. L. PARKER STORE SIGN AT GOOSE
 FX3881'POND, CONTINUE ABOUT 200 FEET, TURN RIGHT ONTO MAIN ROAD, PROCEED
 FX3881'0.15 MILE FOLLOWING MAIN ROAD AROUND BEND TO LEFT, CONTINUE ON
 FX3881'MAIN ROAD 1.15 MILES TO ITS END AT GATE, PASS THROUGH GATE, AND GO
 FX3881'DOWN HILL TO END OF ROAD IN PINE TREES AT POINT OF LAND IN CHOWAN
 FX3881'RIVER.  STATION IS ABOUT 75 METERS (246 FEET) WEST OF POINT OF
 FX3881'LAND, ABOUT 5 METERS (16 FEET) SOUTHWEST OF END OF ROAD, AND 5
 FX3881'METERS (16 FEET) WEST OF 8-INCH TRIANGLE-BLAZED PINE TREE.
 FX3881'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A, WAS ESTABLISHED
 FX3881'IN 1931 FOR SURFACE MARK. UNDERGROUND MARK IS BLOCK OF CONCRETE, 6
 FX3881'INCHES SQUARE, WITH NAIL IN CENTER, AND 4 OR 5 FEET BELOW GROUND.
 FX3881'NO PERMANENT REFERENCE MARKS WERE ESTABLISHED IN 1874 WHEN STATION
 FX3881'WAS ESTABLISHED.  TWO STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 FX3881'11A, WERE ESTABLISHED IN 1931. NO. 1 IS IN PINE GROVE, 20 METERS
 FX3881'(66 FEET) FROM EDGE OF WATER, AND 38.89 METERS (127.6 FEET) FROM
 FX3881'STATION IN BEARING N 4 DEG 33 MIN E. NO. 2 IS ON EDGE OF PINE
 FX3881'GROVE, 30 METERS (98 FEET) NORTH OF SHORE LINE ON SOUTH SIDE OF
 FX3881'POINT, AND 34.62 METERS (113.6 FEET) FROM STATION IN BEARING S 21
 FX3881'DEG 16 MIN E. WITNESS MARKS, CONSISTING OF NAILS IN TRIANGULAR
 FX3881'BLAZES ON TREES, ARE AT FOLLOWING DISTANCES AND BEARINGS FROM
 FX3881'STATION-- SYCAMORE (1874), 14.17 METERS (46.5 FEET) N 82 DEG 56
 FX3881'MIN E. CEDAR, 21.60 METERS FEET), S 87 DEG 50 MIN W. PINE, 32.85
 FX3881'METERS(107.8 FEET),N 39 DEG 18 MIN W AND CEDAR(1874),49.2 METERS(161.4
 FX3881'FEET), N 19 DEG 43 MIN W. SOUTHWEST CORNER OF FISH HOUSE IS 47.70
 FX3881'METERS (156.5 FEET) FROM STATION IN BEARING N 33 DEG 57 MIN E.
 FX3881
 FX3881                          STATION RECOVERY (1963)
 FX3881
 FX3881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3881'THIS STATION AND REFERENCE MARKS HAVE BEEN DESTROYED DUE TO
 FX3881'EROSION, MARKS WERE FOUND LAYING IN SAND. A LARGE AMOUNT OF SAND
 FX3881'HAS BEEN HAULED OUT OF THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2668 ***********************************************************************
 EB2668  DESIGNATION -  BULLARD
 EB2668  PID         -  EB2668
 EB2668  STATE/COUNTY-  NC/COLUMBUS
 EB2668  USGS QUAD   -  FAIR BLUFF (1982)
 EB2668
 EB2668                         *CURRENT SURVEY CONTROL
 EB2668  ___________________________________________________________________
 EB2668* NAD 83(2001)-  34 19 20.63158(N)    079 00 47.20018(W)     ADJUSTED  
 EB2668* NAVD 88     -        22.1    (meters)      73.     (feet)  VERTCON   
 EB2668  ___________________________________________________________________
 EB2668  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EB2668  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 EB2668  HORZ ORDER  -  SECOND
 EB2668
 EB2668.The horizontal coordinates were established by classical geodetic methods
 EB2668.and adjusted by the National Geodetic Survey in August 2005.
 EB2668
 EB2668.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2668
 EB2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2668
 EB2668.The geoid height was determined by GEOID03.
 EB2668
 EB2668;                    North         East     Units Scale Factor Converg.
 EB2668;SPC NC       -    63,498.494   608,394.540   MT  1.00000305   -0 00 27.2
 EB2668;SPC NC       -   208,327.98  1,996,041.09   sFT  1.00000305   -0 00 27.2
 EB2668;SPC SC       -   277,788.546   792,424.786   MT  0.99985847   +1 06 05.5
 EB2668;SPC SC       -   911,379.74  2,599,818.85   iFT  0.99985847   +1 06 05.5
 EB2668;UTM  17      - 3,799,691.325   682,802.237   MT  1.00001192   +1 07 14.2
 EB2668
 EB2668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2668!SPC NC       -   1.00000185  x   1.00000305  =   1.00000490
 EB2668!SPC SC       -   1.00000185  x   0.99985847  =   0.99986032
 EB2668!UTM  17      -   1.00000185  x   1.00001192  =   1.00001377
 EB2668
 EB2668:                Primary Azimuth Mark                     Grid Az
 EB2668:SPC NC       -  ELM                                      243 23 22.8
 EB2668:SPC SC       -  ELM                                      242 16 50.1
 EB2668:UTM  17      -  ELM                                      242 15 41.4
 EB2668
 EB2668|---------------------------------------------------------------------|
 EB2668| PID    Reference Object                     Distance      Geod. Az  |
 EB2668|                                                           dddmmss.s |
 EB2668| EB2675 ELM                                 APPROX. 1.6 KM 2432255.6 |
 EB2668|---------------------------------------------------------------------|
 EB2668
 EB2668                          SUPERSEDED SURVEY CONTROL
 EB2668
 EB2668  NAD 83(1986)-  34 19 20.64747(N)    079 00 47.20521(W) AD(       ) 2
 EB2668  NAD 27      -  34 19 20.04453(N)    079 00 48.09776(W) AD(       ) 2
 EB2668  NGVD 29 (07/19/86)   22.4    (m)           73.     (f) VERT ANG    3  
 EB2668
 EB2668.Superseded values are not recommended for survey control.
 EB2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2668.See file dsdata.txt to determine how the superseded data were derived.
 EB2668
 EB2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT8280299691(NAD 83)
 EB2668_MARKER: DE = TRAVERSE STATION DISK
 EB2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2668_STAMPING: BULLARD 1974
 EB2668_MARK LOGO: NCGS  
 EB2668_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2668+STABILITY: SURFACE MOTION
 EB2668
 EB2668  HISTORY     - Date     Condition        Report By
 EB2668  HISTORY     - 1974     MONUMENTED       NCGS
 EB2668  HISTORY     - 1977     GOOD             NCGS
 EB2668
 EB2668                          STATION DESCRIPTION
 EB2668
 EB2668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2668'BULLARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2668'THE VICINITY OF FAIR BLUFF, NORTH CAROLINA.
 EB2668'
 EB2668'BULLARD IS LOCATED APPROXIMATELY 1.2 MILES ENE OF FAIR BLUFF AND
 EB2668'4.7 MILES WEST OF CERRO GORDO.  TO REACH STATION FROM INTERSECTION
 EB2668'OF U.S. 76 (MAIN ST.) AND NC 904 (CONWAY RD.) IN FAIR BLUFF, PROCEED
 EB2668'ENE ALONG U.S. 76 FOR 1.2 MILES TO STATION IN CURVE ON THE LEFT,
 EB2668'APPROXIMATELY 200 FEET NORTHEAST OF BULLARDS MOTEL, AND 0.15 MILE ENE
 EB2668'OF INTERSECTION WITH SR 1500.
 EB2668'
 EB2668'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2668'BULLARD 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2668'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2668'
 EB2668'MARK IS 18.7 FT NNW OF C/L OF U.S. 76
 EB2668'
 EB2668'81.0 FT NE OF INTERSECTION OF C/L OF E MOTEL ENTRANCE WITH S EDGE
 EB2668'OF U.S. 76
 EB2668'
 EB2668'47.4 FT SE OF SOUTHERNMOST METAL COVERED POST OF SCOTT MOTOR CO.
 EB2668'SIGN
 EB2668'
 EB2668'72.2 FT E OF PP WITH TRANSFORMER, AND WITH ALUMINUM REF. TAG
 EB2668'
 EB2668'77.0 FT NE OF GUY - SERVICE POLE WITH ALUMINUM REF. TAG
 EB2668
 EB2668                          STATION RECOVERY (1977)
 EB2668
 EB2668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB2668'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3589 ***********************************************************************
 EZ3589  DESIGNATION -  BULLARD
 EZ3589  PID         -  EZ3589
 EZ3589  STATE/COUNTY-  NC/MOORE
 EZ3589  USGS QUAD   -  CARTHAGE (1980)
 EZ3589
 EZ3589                         *CURRENT SURVEY CONTROL
 EZ3589  ___________________________________________________________________
 EZ3589* NAD 83(2001)-  35 15 04.15442(N)    079 27 57.33923(W)     ADJUSTED  
 EZ3589* NAVD 88     -       153.901  (meters)     504.92   (feet)  ADJUSTED  
 EZ3589  ___________________________________________________________________
 EZ3589  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EZ3589  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 EZ3589  DYNAMIC HT  -         153.765 (meters)     504.48  (feet)  COMP
 EZ3589  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 EZ3589
 EZ3589  HORZ ORDER  -  SECOND
 EZ3589  VERT ORDER  -  SECOND    CLASS II
 EZ3589
 EZ3589.The horizontal coordinates were established by classical geodetic methods
 EZ3589.and adjusted by the National Geodetic Survey in August 2005.
 EZ3589
 EZ3589.The orthometric height was determined by differential leveling
 EZ3589.and adjusted in February 2001.
 EZ3589.No vertical observational check was made to the station.
 EZ3589
 EZ3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3589
 EZ3589.The geoid height was determined by GEOID03.
 EZ3589
 EZ3589.The dynamic height is computed by dividing the NAVD 88
 EZ3589.geopotential number by the normal gravity value computed on the
 EZ3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3589.degrees latitude (g = 980.6199 gals.).
 EZ3589
 EZ3589.The modeled gravity was interpolated from observed gravity values.
 EZ3589
 EZ3589;                    North         East     Units Scale Factor Converg.
 EZ3589;SPC NC       -   166,622.422   567,203.475   MT  0.99987259   -0 16 08.1
 EZ3589;SPC NC       -   546,660.40  1,860,900.07   sFT  0.99987259   -0 16 08.1
 EZ3589;UTM  17      - 3,901,974.173   639,563.184   MT  0.99984004   +0 53 08.0
 EZ3589
 EZ3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3589!SPC NC       -   0.99998076  x   0.99987259  =   0.99985336
 EZ3589!UTM  17      -   0.99998076  x   0.99984004  =   0.99982081
 EZ3589
 EZ3589|---------------------------------------------------------------------|
 EZ3589| PID    Reference Object                     Distance      Geod. Az  |
 EZ3589|                                                           dddmmss.s |
 EZ3589| EZ3587 HARRIS                              324.854 METERS 08700     |
 EZ3589| EZ3588 CULDEE                              370.777 METERS 25332     |
 EZ3589|---------------------------------------------------------------------|
 EZ3589
 EZ3589                          SUPERSEDED SURVEY CONTROL
 EZ3589
 EZ3589  NAD 83(1986)-  35 15 04.15225(N)    079 27 57.34796(W) AD(       ) 2
 EZ3589  NAD 27      -  35 15 03.58366(N)    079 27 58.24247(W) AD(       ) 2
 EZ3589  NGVD 29 (07/19/86)  154.2    (m)          506.     (f) VERT ANG    3  
 EZ3589
 EZ3589.Superseded values are not recommended for survey control.
 EZ3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3589.See file dsdata.txt to determine how the superseded data were derived.
 EZ3589
 EZ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3956301974(NAD 83)
 EZ3589_MARKER: DE = TRAVERSE STATION DISK
 EZ3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3589_STAMPING: BULLARD 1972
 EZ3589_MARK LOGO: NCGS  
 EZ3589_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3589+STABILITY: SURFACE MOTION
 EZ3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3589+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1998
 EZ3589
 EZ3589  HISTORY     - Date     Condition        Report By
 EZ3589  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3589  HISTORY     - 19981211 GOOD             NCGS
 EZ3589  HISTORY     - 20071106 GOOD             GEOCAC
 EZ3589
 EZ3589                          STATION DESCRIPTION
 EZ3589
 EZ3589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3589'BULLARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3589'THE VICINITY OF EASTWOOD, NORTH CAROLINA.
 EZ3589'
 EZ3589'BULLARD IS LOCATED APPROXIMATELY 1.5 MILES WEST OF THE COMMUNITY OF
 EZ3589'EASTWOOD AND 4.1 MILES NORTH OF PINEHURST.  TO REACH STATION FROM
 EZ3589'THE INTERSECTION OF US 15-501 AND NC 73 IN EASTWOOD, PROCEED WEST
 EZ3589'ALONG NC 73 FOR 1.4 MILES TO STATION ON RIGHT, 0.15 MILE EAST OF
 EZ3589'THE CULDEE PRESBYTERIAN CHURCH, IN THE SOUTHEAST CORNER OF YARD OF
 EZ3589'BULLARD RESIDENCE.
 EZ3589'
 EZ3589'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BULLARD
 EZ3589'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3589'FLUSH WITH THE GROUND.
 EZ3589'
 EZ3589'MARK IS
 EZ3589'25.0 FEET N OF C/L OF NC 73.
 EZ3589'149.4 FEET E OF C/L OF DIRT DRIVE TO BULLARD RESIDENCE.
 EZ3589'19.0 FEET SW OF TP NO. 27-15B WITH ALUMINUM REF. TAG.
 EZ3589'46.6 FEET SE OF 3 INCH MAPLE APPROX. 60 FEET SE OF HOUSE.
 EZ3589
 EZ3589                          STATION RECOVERY (1998)
 EZ3589
 EZ3589'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ3589'RECOVERED AS DESCRIBED.  BULLARD WAS FOUND IN GOOD CONDITION WITH THE
 EZ3589'FOLLOWING CHANGES.
 EZ3589'MARK IS 153.5 FT (46.8 M) EAST OF THE CENTERLINE OF DIRT DRIVE TO
 EZ3589'BULLARD BRICK RESIDENCE NUMBER 812, 173.0 EAST OF FIRE HYDRANT, 46.6
 EZ3589'FT (14.2 M) SOUTHEAST OF 12-INCH MAPLE, 14.7 FT (4.5 M) WEST OF
 EZ3589'TELEPHONE PEDISTAL NUMBER R36N.
 EZ3589
 EZ3589                          STATION RECOVERY (2007)
 EZ3589
 EZ3589'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ3589'MARK IS 19.3 FEET WEST SOUTHWEST (NOT SOUTHWEST) OF REFERENCED POLE.
 EZ3589'THE ALUM REF TAG POINTS AWAY FROM THE STATION BY 90 DEGREES. MARK IS
 EZ3589'RECESSED 2 CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6584 ***********************************************************************
 AH6584  DESIGNATION -  BULLDOG
 AH6584  PID         -  AH6584
 AH6584  STATE/COUNTY-  NC/RANDOLPH
 AH6584  USGS QUAD   -  HIGH POINT EAST (1993)
 AH6584
 AH6584                         *CURRENT SURVEY CONTROL
 AH6584  ___________________________________________________________________
 AH6584* NAD 83(2001)-  35 53 13.52939(N)    079 59 21.95667(W)     ADJUSTED  
 AH6584* NAVD 88     -       241.4    (meters)     792.     (feet)  VERT ANG  
 AH6584  ___________________________________________________________________
 AH6584  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 AH6584  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 AH6584  HORZ ORDER  -  SECOND
 AH6584
 AH6584.The horizontal coordinates were established by classical geodetic methods
 AH6584.and adjusted by the National Geodetic Survey in August 2005.
 AH6584
 AH6584.The orthometric height was determined by vertical angle observations.
 AH6584
 AH6584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6584
 AH6584.The geoid height was determined by GEOID03.
 AH6584
 AH6584;                    North         East     Units Scale Factor Converg.
 AH6584;SPC NC       -   237,518.485   520,270.732   MT  0.99993395   -0 34 15.9
 AH6584;SPC NC       -   779,258.56  1,706,921.56   sFT  0.99993395   -0 34 15.9
 AH6584;UTM  17      - 3,971,896.915   591,211.200   MT  0.99970251   +0 35 32.7
 AH6584
 AH6584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6584!SPC NC       -   0.99996694  x   0.99993395  =   0.99990089
 AH6584!UTM  17      -   0.99996694  x   0.99970251  =   0.99966946
 AH6584
 AH6584                          SUPERSEDED SURVEY CONTROL
 AH6584
 AH6584  NAD 83(1986)-  35 53 13.53685(N)    079 59 21.96494(W) AD(       ) 2
 AH6584
 AH6584.Superseded values are not recommended for survey control.
 AH6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6584.See file dsdata.txt to determine how the superseded data were derived.
 AH6584
 AH6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9121171897(NAD 83)
 AH6584_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6584_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH6584+WITH SETTING: PAVEMENT
 AH6584_SP_SET: DRILL HOLE IN BRIDGE
 AH6584_STAMPING: BULLDOG 1987
 AH6584_MARK LOGO: NCGS  
 AH6584_PROJECTION: FLUSH
 AH6584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6584+STABILITY: SURFACE MOTION
 AH6584
 AH6584  HISTORY     - Date     Condition        Report By
 AH6584  HISTORY     - 1987     MONUMENTED       NCGS
 AH6584
 AH6584                          STATION DESCRIPTION
 AH6584
 AH6584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6584'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF TRINITY, 2.0 MI (3.2
 AH6584'KM) SOUTHWEST OF ARCHDALE. ALONG I-85 FOR 2.4 MI (3.9 KM) SOUTHWEST
 AH6584'FROM THE NC 311 OVERPASS, OR 0.85 MI (1.37 KM) SOUTHWEST OF THE
 AH6584'SOUTHERN RAILROAD OVERPASS, IN EAST END OF SR 1564 (MEADOWBROOK ROAD)
 AH6584'OVERPASS, IN BRIDGE FLOOR. LOCATED 17.5 FT (5.3 M) WEST-SOUTHWEST OF
 AH6584'THE CENTERLINE OF ROAD, 5.1 FT (1.6 M) EAST-NORTHEAST OF WEST BRIDGE
 AH6584'RAIL, 23.4 FT (7.1 M) NORTH-NORTHWEST OF SOUTH END OF WEST BRIDGE
 AH6584'RAIL, AND 43.8 FT (13.4 M) WEST OF SOUTH END OF EAST BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5604 ***********************************************************************
 AJ5604  DESIGNATION -  BULLDOGS
 AJ5604  PID         -  AJ5604
 AJ5604  STATE/COUNTY-  NC/CHEROKEE
 AJ5604  USGS QUAD   -  MURPHY (1990)
 AJ5604
 AJ5604                         *CURRENT SURVEY CONTROL
 AJ5604  ___________________________________________________________________
 AJ5604* NAD 83(2007)-  35 05 58.72048(N)    084 00 58.68024(W)     ADJUSTED  
 AJ5604* NAVD 88     -       482.6    (meters)    1583.     (feet)  GPS OBS   
 AJ5604  ___________________________________________________________________
 AJ5604  EPOCH DATE  -        2002.00
 AJ5604  X           -     544,625.505 (meters)                     COMP
 AJ5604  Y           -  -5,195,984.666 (meters)                     COMP
 AJ5604  Z           -   3,647,177.874 (meters)                     COMP
 AJ5604  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AJ5604  ELLIP HEIGHT-         453.892 (meters)          (02/10/07) ADJUSTED
 AJ5604  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AJ5604
 AJ5604  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5604  Type    PID    Designation                      North   East  Ellip
 AJ5604  -------------------------------------------------------------------
 AJ5604  NETWORK AJ5604 BULLDOGS                          0.96   0.69   2.18
 AJ5604  -------------------------------------------------------------------
 AJ5604
 AJ5604.The horizontal coordinates were established by GPS observations
 AJ5604.and adjusted by the National Geodetic Survey in February 2007.
 AJ5604
 AJ5604.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5604.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5604.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5604.The epoch date for horizontal control is a decimal equivalence
 AJ5604.of Year/Month/Day.
 AJ5604
 AJ5604.The orthometric height was determined by GPS observations and a
 AJ5604.high-resolution geoid model.
 AJ5604
 AJ5604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5604
 AJ5604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5604
 AJ5604.The ellipsoidal height was determined by GPS observations
 AJ5604.and is referenced to NAD 83.
 AJ5604
 AJ5604.The geoid height was determined by GEOID03.
 AJ5604
 AJ5604;                    North         East     Units Scale Factor Converg.
 AJ5604;SPC NC       -   161,268.068   152,479.462   MT  0.99987610   -2 53 42.9
 AJ5604;SPC NC       -   529,093.65    500,259.70   sFT  0.99987610   -2 53 42.9
 AJ5604;UTM  16      - 3,888,167.516   771,979.060   MT  1.00051177   +1 43 00.1
 AJ5604;UTM  17      - 3,888,257.095   225,048.344   MT  1.00053181   -1 44 07.7
 AJ5604
 AJ5604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5604!SPC NC       -   0.99992876  x   0.99987610  =   0.99980487
 AJ5604!UTM  16      -   0.99992876  x   1.00051177  =   1.00044049
 AJ5604!UTM  17      -   0.99992876  x   1.00053181  =   1.00046053
 AJ5604
 AJ5604|---------------------------------------------------------------------|
 AJ5604| PID    Reference Object                     Distance      Geod. Az  |
 AJ5604|                                                           dddmmss.s |
 AJ5604| AH8277 WEST                                342.847 METERS 18944     |
 AJ5604| AJ4570 FEED STORE                          366.866 METERS 30017     |
 AJ5604|---------------------------------------------------------------------|
 AJ5604
 AJ5604                          SUPERSEDED SURVEY CONTROL
 AJ5604
 AJ5604  NAD 83(2001)-  35 05 58.72032(N)    084 00 58.68081(W) AD(       ) 1
 AJ5604  ELLIP H (03/13/03)  453.870  (m)                       GP(       ) 4 2
 AJ5604  NAD 83(1986)-  35 05 58.72523(N)    084 00 58.68412(W) AD(       ) 1
 AJ5604
 AJ5604.Superseded values are not recommended for survey control.
 AJ5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5604.See file dsdata.txt to determine how the superseded data were derived.
 AJ5604
 AJ5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGD7197988168(NAD 83)
 AJ5604_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5604_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5604_SP_SET: CONCRETE ROOF TOP
 AJ5604_STAMPING: BULLDOGS 2000
 AJ5604_MARK LOGO: NCGS  
 AJ5604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5604+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ5604
 AJ5604  HISTORY     - Date     Condition        Report By
 AJ5604  HISTORY     - 2000     MONUMENTED       NCGS
 AJ5604
 AJ5604                          STATION DESCRIPTION
 AJ5604
 AJ5604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (MDB)
 AJ5604'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHEAST OF MURPHY AND 1.2
 AJ5604'MI (1.9 KM) EAST OF TEXANA.
 AJ5604'PROCEED ALONG US 74 FOR 1.55 MI (2.49 KM) EAST FROM THE BRIDGE OVER
 AJ5604'HIWASSEE RIVER, THENCE NORTHEAST FOR 0.1 MI (0.2 KM) ALONG BULLDOG
 AJ5604'ROAD TO THE ENTRANCE OF MURPHY HIGH SCHOOL,(AT THE SOUTH END OF THE
 AJ5604'SCHOOL), AND STATION IN THE NORTHWEST CORNER OF THE CONCRETE SLAB ROOF
 AJ5604'OF THE BOILER ROOM.
 AJ5604'MARK IS ABOUT 8-FEET HIGHER THAN THE ENTRANCE ROAD TO THE SCHOOL AND
 AJ5604'IS FLUSH WITH THE ROOF. LOCATED 79.0 FT (24.1 M) NORTH OF THE
 AJ5604'CENTERLINE OF THE ENTRANCE ROAD, 62.1 FT (18.9 M) EAST-SOUTHEAST OF
 AJ5604'THE SOUTHWEST CORNER OF GYM, 79.7 FT (24.3 M) SOUTHWEST OF THE
 AJ5604'SOUTHEAST CORNER OF GYM, 3.6 FT (1.1 M) SOUTHEAST OF THE NORTHWEST
 AJ5604'CORNER OF ROOF, 6.5 FT (2.0 M) WEST OF A MANHOLE COVER AND 23.5 FT
 AJ5604'(7.2 M) EAST OF A UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4131 ***********************************************************************
 AH4131  DESIGNATION -  BULLEN
 AH4131  PID         -  AH4131
 AH4131  STATE/COUNTY-  NC/SURRY
 AH4131  USGS QUAD   -  COPELAND (1994)
 AH4131
 AH4131                         *CURRENT SURVEY CONTROL
 AH4131  ___________________________________________________________________
 AH4131* NAD 83(2007)-  36 20 35.42442(N)    080 38 41.54722(W)     ADJUSTED  
 AH4131* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 AH4131  ___________________________________________________________________
 AH4131  EPOCH DATE  -        2002.00
 AH4131  X           -     836,139.662 (meters)                     COMP
 AH4131  Y           -  -5,075,376.469 (meters)                     COMP
 AH4131  Z           -   3,759,126.809 (meters)                     COMP
 AH4131  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AH4131  ELLIP HEIGHT-         330.003 (meters)          (02/10/07) ADJUSTED
 AH4131  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AH4131
 AH4131  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH4131  Type    PID    Designation                      North   East  Ellip
 AH4131  -------------------------------------------------------------------
 AH4131  NETWORK AH4131 BULLEN                            0.55   0.47   1.14
 AH4131  -------------------------------------------------------------------
 AH4131
 AH4131.The horizontal coordinates were established by GPS observations
 AH4131.and adjusted by the National Geodetic Survey in February 2007.
 AH4131
 AH4131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH4131.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH4131.The horizontal coordinates are valid at the epoch date displayed above.
 AH4131.The epoch date for horizontal control is a decimal equivalence
 AH4131.of Year/Month/Day.
 AH4131
 AH4131.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4131
 AH4131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4131
 AH4131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4131
 AH4131.The ellipsoidal height was determined by GPS observations
 AH4131.and is referenced to NAD 83.
 AH4131
 AH4131.The geoid height was determined by GEOID03.
 AH4131
 AH4131;                    North         East     Units Scale Factor Converg.
 AH4131;SPC NC       -   288,903.499   461,937.281   MT  1.00005405   -0 56 57.7
 AH4131;SPC NC       -   947,844.23  1,515,539.23   sFT  1.00005405   -0 56 57.7
 AH4131;UTM  17      - 4,022,071.025   531,867.459   MT  0.99961251   +0 12 37.6
 AH4131
 AH4131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4131!SPC NC       -   0.99994821  x   1.00005405  =   1.00000226
 AH4131!UTM  17      -   0.99994821  x   0.99961251  =   0.99956074
 AH4131
 AH4131                          SUPERSEDED SURVEY CONTROL
 AH4131
 AH4131  NAD 83(2001)-  36 20 35.42497(N)    080 38 41.54719(W) AD(       ) 1
 AH4131  ELLIP H (03/13/03)  329.980  (m)                       GP(       ) 4 2
 AH4131  NAD 83(1986)-  36 20 35.43266(N)    080 38 41.55334(W) AD(       ) 1
 AH4131  NGVD 29 (10/14/98)  363.6    (m)         1193.     (f) GPS OBS     3  
 AH4131
 AH4131.Superseded values are not recommended for survey control.
 AH4131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4131.See file dsdata.txt to determine how the superseded data were derived.
 AH4131
 AH4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3186722071(NAD 83)
 AH4131_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4131_STAMPING: BULLEN 1986
 AH4131_MARK LOGO: NCGS  
 AH4131_PROJECTION: FLUSH
 AH4131_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4131+STABILITY: SURFACE MOTION
 AH4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4131+SATELLITE: SATELLITE OBSERVATIONS - 1986
 AH4131
 AH4131  HISTORY     - Date     Condition        Report By
 AH4131  HISTORY     - 1986     MONUMENTED       NCGS
 AH4131
 AH4131                          STATION DESCRIPTION
 AH4131
 AH4131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4131'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHEAST OF DOBSON, IN THE
 AH4131'COPELAND COMMUNITY. ALONG NC 268 FOR 1.4 KM (0.85 MI) WEST FROM THE SR
 AH4131'1003 (SILOAM RD) CROSSROADS AT LEVEL CROSS, AT SR 2227 (COPELAND
 AH4131'SCHOOL RD), IN SHOULDER OF SOUTHEAST QUADRANT OF T-INTERSECTION. MARK
 AH4131'IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED
 AH4131'5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 8.7 M (28.5 FT)
 AH4131'EAST OF THE CENTERLINE OF THE ROAD, 22.4 M (73.5 FT) WEST-SOUTHWEST OF
 AH4131'THE EAST END OF CONCRETE BLOCK RETAINING WALL OF--W. W.
 AH4131'BULLEN--PROPERTY, 19.5 M (64.0 FT) NORTH-NORTHWEST OF A TRIPLE TRUNK
 AH4131'CEDAR, AND 11.1 M (36.4 FT) NORTHWEST OF A TELEPHONE PEDESTAL BESIDE
 AH4131'POWER POLE WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9480 ***********************************************************************
 DJ9480  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9480  DESIGNATION -  BULLET
 DJ9480  PID         -  DJ9480
 DJ9480  STATE/COUNTY-  NC/HARNETT
 DJ9480  USGS QUAD   -  COATS (1987)
 DJ9480
 DJ9480                         *CURRENT SURVEY CONTROL
 DJ9480  ___________________________________________________________________
 DJ9480* NAD 83(2007)-  35 26 57.25027(N)    078 38 44.82101(W)     ADJUSTED  
 DJ9480* NAVD 88     -        87.25   (meters)     286.3    (feet)  GPS OBS   
 DJ9480  ___________________________________________________________________
 DJ9480  EPOCH DATE  -        2002.00
 DJ9480  X           -   1,024,083.974 (meters)                     COMP
 DJ9480  Y           -  -5,099,919.712 (meters)                     COMP
 DJ9480  Z           -   3,678,612.479 (meters)                     COMP
 DJ9480  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 DJ9480  ELLIP HEIGHT-          53.825 (meters)          (05/29/07) ADJUSTED
 DJ9480  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DJ9480  HORZ ORDER  -  FIRST
 DJ9480  ELLP ORDER  -  FOURTH    CLASS II
 DJ9480
 DJ9480.The horizontal coordinates were established by GPS observations
 DJ9480.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2007.
 DJ9480
 DJ9480.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9480.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9480.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9480.The epoch date for horizontal control is a decimal equivalence
 DJ9480.of Year/Month/Day.
 DJ9480
 DJ9480.The orthometric height was determined by GPS observations and a
 DJ9480.high-resolution geoid model.
 DJ9480.The orthometric height was determined by GPS observations and a
 DJ9480.high-resolution geoid model using precise GPS observation and
 DJ9480.processing techniques.
 DJ9480
 DJ9480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9480
 DJ9480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9480
 DJ9480.The ellipsoidal height was determined by GPS observations
 DJ9480.and is referenced to NAD 83.
 DJ9480
 DJ9480.The geoid height was determined by GEOID03.
 DJ9480
 DJ9480;                    North         East     Units Scale Factor Converg.
 DJ9480;SPC NC       -   188,554.157   641,755.289   MT  0.99987851   +0 12 16.0
 DJ9480;SPC NC       -   618,614.76  2,105,492.14   sFT  0.99987851   +0 12 16.0
 DJ9480;UTM  17      - 3,925,410.244   713,665.273   MT  1.00016263   +1 21 57.3
 DJ9480
 DJ9480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9480!SPC NC       -   0.99999155  x   0.99987851  =   0.99987006
 DJ9480!UTM  17      -   0.99999155  x   1.00016263  =   1.00015418
 DJ9480
 DJ9480:                Primary Azimuth Mark                     Grid Az
 DJ9480:SPC NC       -  SEAGROVES                                008 43 07.6
 DJ9480:UTM  17      -  SEAGROVES                                007 33 26.3
 DJ9480
 DJ9480|---------------------------------------------------------------------|
 DJ9480| PID    Reference Object                     Distance      Geod. Az  |
 DJ9480|                                                           dddmmss.s |
 DJ9480| DJ9466 SEAGROVES                           APPROX. 0.5 KM 0085523.6 |
 DJ9480|---------------------------------------------------------------------|
 DJ9480
 DJ9480                          SUPERSEDED SURVEY CONTROL
 DJ9480
 DJ9480.No superseded survey control is available for this station.
 DJ9480
 DJ9480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1366525410(NAD 83)
 DJ9480_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9480_STAMPING: BULLET 2006
 DJ9480_MARK LOGO: NCGS  
 DJ9480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9480+STABILITY: SURFACE MOTION
 DJ9480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9480+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DJ9480
 DJ9480  HISTORY     - Date     Condition        Report By
 DJ9480  HISTORY     - 20060615 MONUMENTED       NCGS
 DJ9480  HISTORY     - 20080520 GOOD             GEOCAC
 DJ9480
 DJ9480                          STATION DESCRIPTION
 DJ9480
 DJ9480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9480'THE STATION IS LOCATED ABOUT 10.2 MI (16.42 KM) EAST-NORTHEAST OF
 DJ9480'LILLINGTON AND 3.2 MI (5.15 KM) NORTH-NORTHEAST OF COATS.
 DJ9480' 
 DJ9480'PROCEED ALONG NC 27 FOR 0.3 MI (0.48 KM) EAST FROM NC 55 INTERSECTION
 DJ9480'TO SR 1552 (ABATTOIR ROAD), THENCE NORTH ALONG SR 1552 FOR 2.2 MI
 DJ9480'(3.54 KM) TO SR 1553 (LIVE OAK ROAD), THENCE EAST ALONG SR 1553 FOR
 DJ9480'0.9 MI (1.45 KM) TO M.J.R.LN-PVT (GRAVEL RD) AND STATION IN SOUTHWEST
 DJ9480'QUADRANT.
 DJ9480' 
 DJ9480'MARK IS ABOUT 1-FOOT HIGHER THAN SR 1553, AND IS FLUSH WITH THE
 DJ9480'GROUND.  LOCATED 30.1 FT (9.2 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DJ9480'SR 1553, 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF THE CENTER OF M.J.R LN,
 DJ9480'103.3 FT (31.5 M) EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE (25),
 DJ9480'18.4 FT (5.6 M) SOUTHWEST OF THE SOUTH END OF CONCRETE CULVERT UNDER
 DJ9480'M.J.R LN, 57.6 FT (17.6 M) SOUTH OF TELEPHONE PEDESTAL (1553/23SNR3),
 DJ9480'AND 104.0 FT (31.7 M) NORTH-NORTHEAST OF A POWER POLE (11R417) WITH
 DJ9480'TRANSFORMER AND REFERENCE TAG.
 DJ9480
 DJ9480                          STATION RECOVERY (2008)
 DJ9480
 DJ9480'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 DJ9480'RECOVERED AS DESCRIBED. PARCEL IS
 DJ9480'HARNETT COUNTY PIN 1601-58-2661.000.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1371 ***********************************************************************
 FZ1371  DESIGNATION -  BULLINS
 FZ1371  PID         -  FZ1371
 FZ1371  STATE/COUNTY-  NC/STOKES
 FZ1371  USGS QUAD   -  WALNUT COVE (1986)
 FZ1371
 FZ1371                         *CURRENT SURVEY CONTROL
 FZ1371  ___________________________________________________________________
 FZ1371* NAD 83(2001)-  36 18 47.67203(N)    080 08 20.81388(W)     ADJUSTED  
 FZ1371* NAVD 88     -       233.0    (meters)     764.     (feet)  VERTCON   
 FZ1371  ___________________________________________________________________
 FZ1371  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 FZ1371  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 FZ1371  HORZ ORDER  -  SECOND
 FZ1371
 FZ1371.The horizontal coordinates were established by classical geodetic methods
 FZ1371.and adjusted by the National Geodetic Survey in August 2005.
 FZ1371
 FZ1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1371
 FZ1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1371
 FZ1371.The geoid height was determined by GEOID03.
 FZ1371
 FZ1371;                    North         East     Units Scale Factor Converg.
 FZ1371;SPC NC       -   284,945.571   507,299.842   MT  1.00004421   -0 39 26.9
 FZ1371;SPC NC       -   934,858.93  1,664,366.23   sFT  1.00004421   -0 39 26.9
 FZ1371;UTM  17      - 4,019,036.348   577,282.398   MT  0.99967359   +0 30 35.4
 FZ1371
 FZ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1371!SPC NC       -   0.99996863  x   1.00004421  =   1.00001284
 FZ1371!UTM  17      -   0.99996863  x   0.99967359  =   0.99964223
 FZ1371
 FZ1371|---------------------------------------------------------------------|
 FZ1371| PID    Reference Object                     Distance      Geod. Az  |
 FZ1371|                                                           dddmmss.s |
 FZ1371| FZ1372 CURVE                               283.675 METERS 00306     |
 FZ1371| FZ1370 SCHOOL                              325.469 METERS 18850     |
 FZ1371|---------------------------------------------------------------------|
 FZ1371
 FZ1371                          SUPERSEDED SURVEY CONTROL
 FZ1371
 FZ1371  NAD 83(1993)-  36 18 47.68058(N)    080 08 20.82221(W) AD(       ) 2
 FZ1371  NAD 83(1986)-  36 18 47.68144(N)    080 08 20.82129(W) AD(       ) 2
 FZ1371  NAD 27      -  36 18 47.18258(N)    080 08 21.66214(W) AD(       ) 2
 FZ1371  NGVD 29 (07/19/86)  233.2    (m)          765.     (f) VERT ANG    3  
 FZ1371
 FZ1371.Superseded values are not recommended for survey control.
 FZ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1371.See file dsdata.txt to determine how the superseded data were derived.
 FZ1371
 FZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7728219036(NAD 83)
 FZ1371_MARKER: DE = TRAVERSE STATION DISK
 FZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1371_MARK LOGO: NCGS  
 FZ1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1371+STABILITY: SURFACE MOTION
 FZ1371
 FZ1371  HISTORY     - Date     Condition        Report By
 FZ1371  HISTORY     - 1973     MONUMENTED       NCGS
 FZ1371  HISTORY     - 19870320 MARK NOT FOUND   NCGS
 FZ1371
 FZ1371                          STATION DESCRIPTION
 FZ1371
 FZ1371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FZ1371'BULLINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1371'IN THE VICINITY OF WALNUT COVE, NORTH CAROLINA.
 FZ1371'
 FZ1371'BULLINS IS LOCATED IN WALNUT COVE.  STATION IS LOCATED
 FZ1371'APPROXIMATELY 200 FEET NORTH OF INTERSECTION OF US 311 WITH NC 89 AT
 FZ1371'THE NORTH SIDE OF WALNUT COVE, NEAR THE NW CORNER OF A BRICK STORE
 FZ1371'AND HOUSE COMBINATION (BULLINS GROCERY).
 FZ1371'
 FZ1371'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BULLINS
 FZ1371'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FZ1371'IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1371'
 FZ1371'MARK IS
 FZ1371'32.8 FEET ESE OF C/L OF NC 89.
 FZ1371'103.1 FEET WNW OF C/L OF US 311.
 FZ1371'04.6 FEET NW OF NW CORNER OF BRICK STORE.
 FZ1371'31.3 FEET S OF PP NO. 56 WITH TRANSFORMER AND W/ALUMINUM REF.
 FZ1371'TAG.  59.2 FEET ESE OF TP (NO. 813) ON WEST SIDE OF NC 89
 FZ1371'W/ALUMINUM REF. TAG.
 FZ1371'82.6 FEET WSW OF S MOST CREOSOTE POST OF
 FZ1371'BILLBOARD W/ALUMINUM REF. TAG.
 FZ1371'19.8 FEET SW OF BASE OF 12 INCH APPLE
 FZ1371'TREE.
 FZ1371
 FZ1371                          STATION RECOVERY (1987)
 FZ1371
 FZ1371'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 FZ1371'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1948 ***********************************************************************
 FY1948  DESIGNATION -  BULLOCK
 FY1948  PID         -  FY1948
 FY1948  STATE/COUNTY-  NC/GRANVILLE
 FY1948  USGS QUAD   -  STEM (1987)
 FY1948
 FY1948                         *CURRENT SURVEY CONTROL
 FY1948  ___________________________________________________________________
 FY1948* NAD 83(2001)-  36 08 41.05400(N)    078 40 37.73897(W)     ADJUSTED  
 FY1948* NAVD 88     -       113.320  (meters)     371.78   (feet)  ADJUSTED  
 FY1948  ___________________________________________________________________
 FY1948  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 FY1948  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FY1948  DYNAMIC HT  -         113.227 (meters)     371.48  (feet)  COMP
 FY1948  MODELED GRAV-     979,817.7   (mgal)                       NAVD 88
 FY1948
 FY1948  HORZ ORDER  -  SECOND
 FY1948  VERT ORDER  -  SECOND    CLASS I
 FY1948
 FY1948.The horizontal coordinates were established by classical geodetic methods
 FY1948.and adjusted by the National Geodetic Survey in August 2005.
 FY1948
 FY1948.The orthometric height was determined by differential leveling
 FY1948.and adjusted in June 1991.
 FY1948
 FY1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1948
 FY1948.The geoid height was determined by GEOID03.
 FY1948
 FY1948.The dynamic height is computed by dividing the NAVD 88
 FY1948.geopotential number by the normal gravity value computed on the
 FY1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1948.degrees latitude (g = 980.6199 gals.).
 FY1948
 FY1948.The modeled gravity was interpolated from observed gravity values.
 FY1948
 FY1948;                    North         East     Units Scale Factor Converg.
 FY1948;SPC NC       -   265,707.657   638,657.081   MT  0.99999395   +0 11 10.8
 FY1948;SPC NC       -   871,742.54  2,095,327.44   sFT  0.99999395   +0 11 10.8
 FY1948;UTM  17      - 4,002,501.612   708,987.325   MT  1.00013818   +1 22 14.1
 FY1948
 FY1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1948!SPC NC       -   0.99998722  x   0.99999395  =   0.99998117
 FY1948!UTM  17      -   0.99998722  x   1.00013818  =   1.00012540
 FY1948
 FY1948:                Primary Azimuth Mark                     Grid Az
 FY1948:SPC NC       -  CUTTS                                    025 05 52.0
 FY1948:UTM  17      -  CUTTS                                    023 54 48.7
 FY1948
 FY1948|---------------------------------------------------------------------|
 FY1948| PID    Reference Object                     Distance      Geod. Az  |
 FY1948|                                                           dddmmss.s |
 FY1948| FY1973 CUTTS                               APPROX. 0.5 KM 0251702.8 |
 FY1948| FY2906 POOL                                APPROX. 2.2 KM 0994852.8 |
 FY1948|---------------------------------------------------------------------|
 FY1948
 FY1948                          SUPERSEDED SURVEY CONTROL
 FY1948
 FY1948  NAD 83(1993)-  36 08 41.06303(N)    078 40 37.74827(W) AD(       ) 2
 FY1948  NAD 83(1986)-  36 08 41.06196(N)    078 40 37.75129(W) AD(       ) 2
 FY1948  NAD 27      -  36 08 40.53206(N)    078 40 38.73734(W) AD(       ) 2
 FY1948  NGVD 29 (03/05/92)  113.586  (m)          372.66   (f) ADJUSTED    2 1
 FY1948
 FY1948.Superseded values are not recommended for survey control.
 FY1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1948.See file dsdata.txt to determine how the superseded data were derived.
 FY1948
 FY1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0898702502(NAD 83)
 FY1948_MARKER: DE = TRAVERSE STATION DISK
 FY1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1948_SP_SET: CONCRETE POST
 FY1948_STAMPING: BULLOCK 1971
 FY1948_MARK LOGO: NCGS  
 FY1948_PROJECTION: PROJECTING 3 CENTIMETERS
 FY1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1948+STABILITY: SURFACE MOTION
 FY1948
 FY1948  HISTORY     - Date     Condition        Report By
 FY1948  HISTORY     - 1971     MONUMENTED       NCGS
 FY1948  HISTORY     - 1977     GOOD             NCGS
 FY1948  HISTORY     - 1977     GOOD             NCGS
 FY1948  HISTORY     - 1983     GOOD             USPSQD
 FY1948  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY1948
 FY1948                          STATION DESCRIPTION
 FY1948
 FY1948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY1948'BULLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY1948'THE VICINITY OF CREEDMOOR, NORTH CAROLINA.
 FY1948'
 FY1948'BULLOCK IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF CREEDMOOR.  TO
 FY1948'REACH STATION PROCEED FROM THE INTERSECTION OF US 15 AND SR 1638.
 FY1948'GO NORTH ALONG US 15 FOR 0.75 MILE TO A DRIVE EAST AND STATION ON
 FY1948'RIGHT (EAST SIDE OF US 15).  NEAR A POWER LINE CROSSING.  AND 1.8
 FY1948'MILES SOUTH OF INTERSECTION OF US 15 AND SR 1129 AT HESTER.
 FY1948'
 FY1948'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BULLOCK
 FY1948'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FY1948'INCH ABOVE THE GROUND.
 FY1948'
 FY1948'MARK IS
 FY1948'111.7 FEET SE OF C/L OF US 15.
 FY1948'7.2 FEET SE OF SE RAIL OF SINGLE RR TRACK.
 FY1948'126.4 FEET E OF ALUMINUM REF. TAG ON PP.
 FY1948'60.4 FEET SW OF C/L OF DIRT DRIVE TO FARMHOUSE.
 FY1948'231.0 FEET SSW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FY1948'136.2 FEET NW OF AN ABANDONED WELL IN A CULTIVATED FIELD.
 FY1948
 FY1948                          STATION RECOVERY (1977)
 FY1948
 FY1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY1948'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 FY1948'DESCRIPTION FOLLOWS.
 FY1948'
 FY1948'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF CREEDMOOR.
 FY1948'
 FY1948'TO REACH THE STATION FROM THE INTERSECTION OF US 15 AND NC 56 (EAST)
 FY1948'IN CREEDMOOR, PROCEED NORTH ALONG US 15 FOR 1.75 MILES TO STATION ON
 FY1948'RIGHT ACROSS RAILROAD AND BETWEEN TRANSMISSION LINE AND DRIVEWAY
 FY1948'CROSSING OF RAILROAD.
 FY1948'
 FY1948'STATION MARK IS A STANDARD DISK STAMPED---BULLOCK 1971---, SET IN THE
 FY1948'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.
 FY1948'THE MARK IS 111.1 FEET SOUTHEAST OF THE CENTERLINE OF US 15, 56.5 FEET
 FY1948'SOUTH-SOUTHWEST OF INTERSECTION OF CENTERLINES OF DRIVEWAY AND
 FY1948'RAILROAD, 7.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACKS, 126.4 FEET
 FY1948'EAST OF POWER POLE WITH REFERENCE TAG, 231.0 FEET SOUTH-SOUTHWEST OF
 FY1948'POWER POLE WITH TRANSFORMER AND WITH REFERENCE TAG AND 136.2 FEET
 FY1948'NORTHWEST OF AN ABANDONED WELL.
 FY1948
 FY1948                          STATION RECOVERY (1977)
 FY1948
 FY1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1948'1.5 MI NORTH FROM CREEDMOOR.
 FY1948'TO REACH STATION FROM THE INTERSECTION OF US 15 AND NC 56 EAST IN
 FY1948'CREEDMOOR, PROCEED NORTH ALONG US 15 FOR 1.75 MILES TO STATION ON
 FY1948'RIGHT ACROSS RAILROAD AND BETWEEN TRANSMISSION LINE AND DRIVEWAY
 FY1948'CROSSING OF RAILROAD, 111.1 FT. SOUTHEAST OF CENTERLINE OF US 15,
 FY1948'56.5 FT. SOUTH SOUTHWEST OF INTERSECTION OF CENTERLINES OF DRIVEWAY
 FY1948'AND RAILROAD, 7.2 FT. SOUTHEAST OF SOUTHEAST RAIL OF TRACKS, 126.4 FT.
 FY1948'EAST OF POWER POLE WITH ALUMINUM REF. TAG, 231.0 FT. SOUTH SOUTHWEST
 FY1948'OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM REF. TAG AND 136.2
 FY1948'FT. NORTHWEST OF AN ABANDONED WELL.
 FY1948
 FY1948                          STATION RECOVERY (1983)
 FY1948
 FY1948'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY1948'BULLOCK 1971 RECOVERED GOOD.
 FY1948'
 FY1948'RECOVERED AS DESCRIBED.
 FY1948
 FY1948                          STATION RECOVERY (1987)
 FY1948
 FY1948'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1762 ***********************************************************************
 FY1762  DESIGNATION -  BULLOCK
 FY1762  PID         -  FY1762
 FY1762  STATE/COUNTY-  NC/GRANVILLE
 FY1762  USGS QUAD   -  STOVALL (1993)
 FY1762
 FY1762                         *CURRENT SURVEY CONTROL
 FY1762  ___________________________________________________________________
 FY1762* NAD 83(2001)-  36 29 19.85354(N)    078 32 46.68480(W)     ADJUSTED  
 FY1762* NAVD 88     -       136.611  (meters)     448.20   (feet)  ADJUSTED  
 FY1762  ___________________________________________________________________
 FY1762  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 FY1762  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY1762  DYNAMIC HT  -         136.505 (meters)     447.85  (feet)  COMP
 FY1762  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 FY1762
 FY1762  HORZ ORDER  -  FIRST
 FY1762  VERT ORDER  -  FIRST     CLASS II
 FY1762
 FY1762.The horizontal coordinates were established by classical geodetic methods
 FY1762.and adjusted by the National Geodetic Survey in August 2005.
 FY1762
 FY1762.The orthometric height was determined by differential leveling
 FY1762.and adjusted in June 1991.
 FY1762
 FY1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1762
 FY1762.The geoid height was determined by GEOID03.
 FY1762
 FY1762.The dynamic height is computed by dividing the NAVD 88
 FY1762.geopotential number by the normal gravity value computed on the
 FY1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1762.degrees latitude (g = 980.6199 gals.).
 FY1762
 FY1762.The modeled gravity was interpolated from observed gravity values.
 FY1762
 FY1762;                    North         East     Units Scale Factor Converg.
 FY1762;SPC NC       -   303,939.344   650,258.573   MT  1.00010587   +0 15 42.7
 FY1762;SPC NC       -   997,174.33  2,133,390.00   sFT  1.00010587   +0 15 42.7
 FY1762;SPC VA S     - 1,017,259.427 3,495,850.961   MT  1.00006203   -0 01 41.2
 FY1762;SPC VA S     - 3,337,458.64 11,469,304.36   sFT  1.00006203   -0 01 41.2
 FY1762;UTM  17      - 4,040,970.769   719,792.981   MT  1.00019523   +1 27 35.0
 FY1762
 FY1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1762!SPC NC       -   0.99998356  x   1.00010587  =   1.00008943
 FY1762!SPC VA S     -   0.99998356  x   1.00006203  =   1.00004559
 FY1762!UTM  17      -   0.99998356  x   1.00019523  =   1.00017878
 FY1762
 FY1762|---------------------------------------------------------------------|
 FY1762| PID    Reference Object                     Distance      Geod. Az  |
 FY1762|                                                           dddmmss.s |
 FY1762| FY1763 BULLOCK RM 1                         31.532 METERS 07820     |
 FY1762| FY3983 BULLOCK RM 2                         30.160 METERS 17744     |
 FY1762| FY4247 BULLOCK RM 4                                       20834     |
 FY1762| FY3984 BULLOCK RM 3 AZIMUTH                180.788 METERS 21320     |
 FY1762| FY2964 HALLOWAY                            APPROX.22.7 KM 2683256.7 |
 FY1762|---------------------------------------------------------------------|
 FY1762
 FY1762                          SUPERSEDED SURVEY CONTROL
 FY1762
 FY1762  NAD 83(1993)-  36 29 19.85379(N)    078 32 46.68517(W) AD(       ) 1
 FY1762  NAD 83(1986)-  36 29 19.85422(N)    078 32 46.69401(W) AD(       ) 1
 FY1762  NAD 27      -  36 29 19.34000(N)    078 32 47.69400(W) AD(       ) 1
 FY1762  NGVD 29 (03/05/92)  136.879  (m)          449.08   (f) ADJUSTED    1 2
 FY1762
 FY1762.Superseded values are not recommended for survey control.
 FY1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1762.See file dsdata.txt to determine how the superseded data were derived.
 FY1762
 FY1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1979340971(NAD 83)
 FY1762_MARKER: DS = TRIANGULATION STATION DISK
 FY1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1762_SP_SET: CONCRETE POST
 FY1762_STAMPING: BULLOCK 1933
 FY1762_MARK LOGO: CGS   
 FY1762_PROJECTION: FLUSH
 FY1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1762+STABILITY: SURFACE MOTION
 FY1762
 FY1762  HISTORY     - Date     Condition        Report By
 FY1762  HISTORY     - 1933     MONUMENTED       CGS
 FY1762  HISTORY     - 1978     GOOD             NGS
 FY1762  HISTORY     - 19840101 GOOD             NCGS
 FY1762  HISTORY     - 19840203 GOOD             NGS
 FY1762  HISTORY     - 19840203 GOOD             NGS
 FY1762  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY1762  HISTORY     - 1986     GOOD             USPSQD
 FY1762  HISTORY     - 1987     GOOD             USPSQD
 FY1762
 FY1762                          STATION DESCRIPTION
 FY1762
 FY1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY1762'STATION IS 6-1/2 MILES WEST OF TOWNSVILLE, 3 MILES NORTH-NORTHEAST OF
 FY1762'AND 0.2 MILE SOUTH OF CROSSROADS AT BULLOCK POST OFFICE, ON LAND OF
 FY1762'CHAS.  ROYSTER.  TO REACH FROM CLARKSVILLE, GO SOUTH 10.5 MILES OR
 FY1762'3.75 MILES BEYOND STATE LINE ON ROUTE 58 TO BULLOCK, AND CONTINUE 0.2
 FY1762'MILE BEYOND CROSSROADS TO TOP OF SLIGHT GRADE AND STATION SITE.
 FY1762'STATION IS 38 FEET WEST OF CENTER LINE OF HIGHWAY, OPPOSITE SOUTH END
 FY1762'OF BLACK CENTER-LINE MARK ON HIGHWAY, AND 63 FEET WEST OF
 FY1762'TELEPHONE POLE NO.  350.  SURFACE AND UNDERGROUND MARKS ARE
 FY1762'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 FY1762'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 FY1762'NO. 1 IS 27.5 FEET EAST OF
 FY1762'CENTER LINE OF HIGHWAY, AND 103.45 FEET FROM STATION
 FY1762'N 78 DEG 20 MIN E.
 FY1762'NO. 2 IS 28 FEET EAST OF CENTER LINE OF HIGHWAY,
 FY1762'AND 98.95 FEET FROM STATION S 02 DEG 15 MIN E.
 FY1762'NO. 3 IS 28
 FY1762'FEET EAST OF CENTER LINE OF HIGHWAY, AT EDGE OF WOODS AND
 FY1762'CULTIVATED FIELD ON OPPOSITE SIDE OF HIGHWAY, 12 FEET SOUTHWEST
 FY1762'OF 18-INCH OAK TREE, 45 FEET SOUTH OF TELEPHONE POLE NO. 354, AND
 FY1762'APPROXIMATELY 0.1 MILE FROM STATION S 33 DEG 21 MIN W.
 FY1762
 FY1762                          STATION RECOVERY (1978)
 FY1762
 FY1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FY1762'0.2 MI SOUTH FROM BULLOCK.
 FY1762'0.2 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 FY1762'BULLOCK, TO THE TOP OF A SLIGHT GRADE, 38 FEET WEST OF THE
 FY1762'CENTERLINE OF THE HIGHWAY, OPPOSITE OF THE SOUTH END OF A
 FY1762'BLACK CENTERLINE MARK ON THE HIGHWAY, AND 63 FEET WEST OF
 FY1762'TELEPHONE POLE NUMBER 350, AND 103.5 FEET WEST-SOUTHWEST OF
 FY1762'OF REFERENCE MARK 1.
 FY1762
 FY1762                          STATION RECOVERY (1984)
 FY1762
 FY1762'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 FY1762'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED, BY HDM IN
 FY1762'1984.
 FY1762
 FY1762                          STATION RECOVERY (1984)
 FY1762
 FY1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FY1762'0.4 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 15 TO THE MARK ON THE RIGHT,
 FY1762'5.8 M (19.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A PIPE
 FY1762'CULVERT UNDER DRIVEWAY, 11.05 M (36.25 FT) SOUTHWEST OF THE
 FY1762'CENTERLINE OF U.S. HIGHWAY 15, 18.9 M (62.0 FT) NORTHEAST OF THE EAST
 FY1762'CORNER OF PORCH ON SOUTHMOST HOUSE, 22.2 M (72.8 FT) SOUTH OF THE
 FY1762'SOUTH CORNER OF PORCH ON MIDDLE HOUSE AND 40.0 M (131.2 FT) NORTHEAST
 FY1762'OF A POWERLINE POLE WITH A REFERENCE TAG, ON TOP OF A CONCRETE POST
 FY1762'FLUSH WITH THE GROUND.
 FY1762
 FY1762                          STATION RECOVERY (1984)
 FY1762
 FY1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FY1762'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE RECOVERED IN
 FY1762'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED BY ROAD
 FY1762'IMPROVEMENTS, REFERENCE MARK 4 WAS ESTABLISHED.  THE DISTANCE AND
 FY1762'DIRECTION TO REFERENCE MARK 1 CHECKED WITH THE 1933 DESCRIPTION.  THE
 FY1762'STATION IS LOCATED 10.4 KM (6.45 MI) WEST OF TOWNSVILLE, 4.8 KM (3.00
 FY1762'MI) NORTH-NORTHEAST OF STOVALL, 5.6 KM (3.45 MI) SOTH OF THE NORTH
 FY1762'CAROLINA - VIRGINIA STATE LINE, 0.4 KM (0.25 MI) SOUTH OF BULLOCK POST
 FY1762'OFFICE AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM POST
 FY1762'OFFICE IN BULLOCK, GO SOUTHERLY ON US HIGHWAY 15 FOR 0.4 KM (0.25 MI)
 FY1762'TO THE STATION ON THE RIGHT NEAR THE FRONT YARD OF THE SOUTH-MOST OF
 FY1762'THREE FRAME HOUSES.
 FY1762' 
 FY1762'THE STATION IS A STANDARD NGS DISK STAMPED--BULLOCK 1933--. SET INTO
 FY1762'THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN DIAMETER, PROJECTING
 FY1762'10 CM ABOVE THE GROUND. THE STATION IS LOCATED 11.05 METERS (36.25 FT)
 FY1762'SOUTHWEST FROM THE CENTERLINE OF U.S HIGHWAY 15, 18.9 METERS (62.0 FT)
 FY1762'NORTHEAST FROM THE EAST CORNER PORCH OF HOUSE, 22.2 METERS (72.8 FT)
 FY1762'SOUTH FROM THE SOUTH CORNER OF A PORCH OF MIDDLE HOUSE, 40.0 METERS
 FY1762'(131.2 FT) NORTHEAST FROM A POWERLINE POLE WITH A REFERENCE TAG, 5.8
 FY1762'METERS (19.0 FT) SOUTH SOUTHWEST FROM THE CENTER OF THE SOUTHWEST END
 FY1762'OF CULVERT UNDER DRIVEWAY.
 FY1762' 
 FY1762'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED--BULLOCK NO 1
 FY1762'1933--. SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 FY1762'DIAMETER, PROJECTING 12 CM ABOVE THE GROUND.  THE MARK IS DIRECTLY
 FY1762'ACROSS HIGHWAY FROM THE FRONT DOOR OF THE MIDDLE FRAME HOUSE OF THREE.
 FY1762'THE STATION IS LOCATED 0.5 METERS (1.6 FT) NORTHWEST FROM A WITNESS
 FY1762'POST, 9.1 METERS (29.9 FT) SOUTHEAST FROM THE CENTERLINE OF U.S
 FY1762'HIGHWAY 15, 3.9 METERS (12.8 FT) SOUTHWEST FROM A 24-INCH OAK TREE,
 FY1762'5.25 METERS (17.22 FT) NORTH FROM A 12-INCH OAK TREE.
 FY1762' 
 FY1762'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--BULLOCK 1933 NO 4
 FY1762'1984--. SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 FY1762'DIAMETER, FLUSH WITH GROUND.  MARK IS A TANGENT WITH THE NORTHEAST END
 FY1762'OF WOOD FRAME HOUSE.  THE STATION IS LOCATED 8.0 METERS (26.2 FT)
 FY1762'NORTHWEST FROM THE CENTERLINE OF U.S HIGHWAY 15, 16.8 METERS (55.1 FT)
 FY1762'SOUTH SOUTHEAST FROM THE NORTHEAST CORNER OF PORCH SOUTH MOST OF THREE
 FY1762'OF FRAME HOUSES, 21.0 METERS (68.9 FT) EAST FROM THE SOUTHEAST CORNER
 FY1762'OF HOUSE, 24.4 METERS (80.1 FT) NORTHEAST FROM A POWERLINE POLE WITH A
 FY1762'REFERENCE TAG.
 FY1762' 
 FY1762'REFERENCE MARK NO 3, IS A STANDARD CGS DISK STAMPED--BULLOCK NO 3
 FY1762'1933--. SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 32 CM IN
 FY1762'DIAMETER, PROJECTING 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 FY1762'8.15 METERS (26.74 FT) SOUTHEAST FROM THE CENTERLINE OF U.S HIGHWAY
 FY1762'15, 25.70 METERS (84.32 FT) SOUTH FROM A POWERLINE POLE ACROSS HIGHWAY
 FY1762'WITH A REFERENCE TAG NUMBER 301, 4.20 METERS (13.78 FT) WEST FROM A
 FY1762'26-INCH OAK TREE WITH A REFERENCE TAG, 6.90 METERS (22.64 FT) NORTH
 FY1762'FROM A 12-INCH PINE WITH A REFERENCE TAG.
 FY1762
 FY1762                          STATION RECOVERY (1985)
 FY1762
 FY1762'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY1762'BULLOCK NO. 1 1933 FOUND GOOD, WITNESS POST GOOD.
 FY1762'
 FY1762'BULLOCK NO. 3 1933 FOUND GOOD.
 FY1762
 FY1762                          STATION RECOVERY (1986)
 FY1762
 FY1762'RECOVERY NOTE BY US POWER SQUADRON 1986 (TC)
 FY1762'RECOVERED IN GOOD CONDITION.
 FY1762
 FY1762                          STATION RECOVERY (1987)
 FY1762
 FY1762'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1955 ***********************************************************************
 EA1955  DESIGNATION -  BULLOCK
 EA1955  PID         -  EA1955
 EA1955  STATE/COUNTY-  NC/CARTERET
 EA1955  USGS QUAD   -  MANSFIELD (1994)
 EA1955
 EA1955                         *CURRENT SURVEY CONTROL
 EA1955  ___________________________________________________________________
 EA1955* NAD 83(2001)-  34 42 16.95170(N)    076 47 34.10725(W)     ADJUSTED  
 EA1955* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1955  ___________________________________________________________________
 EA1955  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EA1955  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA1955  HORZ ORDER  -  THIRD
 EA1955
 EA1955.The horizontal coordinates were established by classical geodetic methods
 EA1955.and adjusted by the National Geodetic Survey in August 2005.
 EA1955
 EA1955.The orthometric height was scaled from a topographic map.
 EA1955
 EA1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1955
 EA1955.The geoid height was determined by GEOID03.
 EA1955
 EA1955;                    North         East     Units Scale Factor Converg.
 EA1955;SPC NC       -   108,154.737   811,779.676   MT  0.99991786   +1 16 26.1
 EA1955;SPC NC       -   354,837.67  2,663,313.82   sFT  0.99991786   +1 16 26.1
 EA1955;UTM  18      - 3,841,760.019   335,808.302   MT  0.99993229   -1 01 15.4
 EA1955
 EA1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1955!SPC NC       -   1.00000577  x   0.99991786  =   0.99992363
 EA1955!UTM  18      -   1.00000577  x   0.99993229  =   0.99993806
 EA1955
 EA1955:                Primary Azimuth Mark                     Grid Az
 EA1955:SPC NC       -  MOREHEAD CITY STANDPIPE                  075 13 26.4
 EA1955:UTM  18      -  MOREHEAD CITY STANDPIPE                  077 31 07.9
 EA1955
 EA1955|---------------------------------------------------------------------|
 EA1955| PID    Reference Object                     Distance      Geod. Az  |
 EA1955|                                                           dddmmss.s |
 EA1955| EA1883 MOREHEAD CITY STANDPIPE             APPROX. 7.9 KM 0762952.5 |
 EA1955| EA1969 JUMPING RUN                         APPROX. 6.9 KM 2913141.1 |
 EA1955| EA1946 BEACON A                            APPROX. 2.1 KM 3340818.8 |
 EA1955|---------------------------------------------------------------------|
 EA1955
 EA1955                          SUPERSEDED SURVEY CONTROL
 EA1955
 EA1955  NAD 83(1986)-  34 42 16.96102(N)    076 47 34.11561(W) AD(       ) 3
 EA1955  NAD 27      -  34 42 16.38137(N)    076 47 35.33714(W) AD(       ) 3
 EA1955
 EA1955.Superseded values are not recommended for survey control.
 EA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1955.See file dsdata.txt to determine how the superseded data were derived.
 EA1955
 EA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3580841760(NAD 83)
 EA1955
 EA1955  HISTORY     - Date     Condition        Report By
 EA1955  HISTORY     - 1890     MONUMENTED       CGS
 EA1955  HISTORY     - 1915     GOOD             CGS
 EA1955  HISTORY     - 1927     MARK NOT FOUND   CGS
 EA1955
 EA1955                          STATION DESCRIPTION
 EA1955
 EA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 EA1955'NEAR THE E END OF BOGUE SOUND, ON THE SOUND SIDE OF BOGUE BANKS,
 EA1955'ABOUT 4 MILES W FROM MOREHEAD CITY, ABOUT 1-1/4 MILES W OF HOOP POLE
 EA1955'CREEK, ON THE MIDDLE ONE OF THREE MARSH POINTS W OF THE POINT ON
 EA1955'WHICH THERE IS A BLUFF OF RED EARTH ON LAND BELONGING (1908) TO
 EA1955'GEORGE STYRON.  A STOUT CEDAR POST, MARKING HIS NW PROPERTY
 EA1955'CORNER IS 2.84 METERS (9.3 FEET) FROM THE STATION, BEARING N 58
 EA1955'DEG 45 MIN E (MAGNETIC).  THE STATION IS MARKED BY A 6-INCH
 EA1955'CYLINDRICAL EARTHEN CROCK, HAVING A FLANGE OR RIM ON ITS UPPER
 EA1955'EDGE, BURIED 2 FEET DEEP, ABOVE THIS IS A MARBLE POST, 6 INCHES
 EA1955'SQUARE AND 15 INCHES LONG, HAVING A CENTER DRILL HOLE AND THE
 EA1955'LETTERS U.S.C.S. IN THE TOP.  THREE STOUT CEDAR POSTS
 EA1955'WERE PLACED (1.8 METERS) 6 FEET FROM THE STATION, BEARING N, S 60
 EA1955'DEG E, AND S 60 DEG W (MAGNETIC).
 EA1955'
 EA1955'THE STATION WAS RECOVERED IN 1915 AND THE PROPERTY CORNER POST
 EA1955'FOUND IN GOOD CONDITION.  THE LAND THEN BELONGED TO THE J.A ROYAL
 EA1955'TRACT.  THE STATION WAS ABOUT 10 YARDS FROM THE N EDGE OF THE MARSH
 EA1955'AND 8 YARDS FROM THE E EDGE.  A COTTAGE ON THE KNOLL BACK OF THE
 EA1955'OLD BOATHOUSE IS ABOUT 40 YARDS SW FROM THE STATION.  THREE TREES
 EA1955'WERE BLAZED FOR WITNESS MARKS.  WITNESS MARK NO. 1, A 12-INCH
 EA1955'PINE, STANDING ON THE E SLOPE OF A SMALL KNOB, 8 YARDS FROM THE
 EA1955'BANK, IS 34.57 METERS (113.4 FEET) FROM THE STATION,
 EA1955'S 08 DEG 35 MIN E.  WITNESS MARK NO. 2, A 14-INCH PINE STANDING ON
 EA1955'THE SAME KNOB 12 YARDS FROM THE BANK, IS 23.49 METERS (77.1 FEET)
 EA1955'FROM THE STATION S 01 DEG 16 MIN E.  WITNESS MARK NO. 3, A
 EA1955'SMALL OAK STANDING 5 YARDS FROM THE NE CORNER OF THE COTTAGE IS
 EA1955'24.78 METERS (81.3 FEET) FROM THE STATION S 35 DEG 05 MIN W.
 EA1955'THE E SIDE OF A SMALL OAK, DISTANT 17.49 METERS (57.4
 EA1955'FEET) FROM THE STATION, IS DIRECTLY IN RANGE WITH THE STATION
 EA1955'AND WITNESS MARK NO. 2.
 EA1955
 EA1955                          STATION RECOVERY (1927)
 EA1955
 EA1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1955'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE BANK WHERE
 EA1955'THE STATION WAS LOCATED HAS BEEN WASHED AWAY ABOUT 30 FEET.  ONLY
 EA1955'ONE WITNESS MARK WAS LOCATED, THE OTHERS COULD NOT BE FOUND.
 EA1955'
 EA1955'THE SURFACE MARK, A MARBLE MONUMENT, WAS FOUND ON ITS SIDE IN ABOUT
 EA1955'2-1/2 FEET OF WATER.  THE SUBSURFACE MARK WAS DUG FOR BUT NOT FOUND.
 EA1955'
 EA1955'A MORE EXTENSIVE SEARCH WITH A THEODOLITE MIGHT LEAD TO THE
 EA1955'RECOVERY OF THE SUBSURFACE MARK (FLANGED CROCK).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3280 ***********************************************************************
 EY3280  DESIGNATION -  BULLOCK
 EY3280  PID         -  EY3280
 EY3280  STATE/COUNTY-  NC/BEAUFORT
 EY3280  USGS QUAD   -  PONZER (1983)
 EY3280
 EY3280                         *CURRENT SURVEY CONTROL
 EY3280  ___________________________________________________________________
 EY3280* NAD 83(2001)-  35 32 59.59795(N)    076 29 37.55547(W)     ADJUSTED  
 EY3280* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3280  ___________________________________________________________________
 EY3280  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EY3280  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EY3280  HORZ ORDER  -  SECOND
 EY3280
 EY3280.The horizontal coordinates were established by classical geodetic methods
 EY3280.and adjusted by the National Geodetic Survey in August 2005.
 EY3280
 EY3280.The orthometric height was scaled from a topographic map.
 EY3280
 EY3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3280
 EY3280.The geoid height was determined by GEOID03.
 EY3280
 EY3280;                    North         East     Units Scale Factor Converg.
 EY3280;SPC NC       -   202,530.950   836,799.650   MT  0.99988608   +1 26 47.5
 EY3280;SPC NC       -   664,470.29  2,745,400.19   sFT  0.99988608   +1 26 47.5
 EY3280;UTM  18      - 3,935,052.664   364,604.589   MT  0.99982591   -0 52 07.0
 EY3280
 EY3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3280!SPC NC       -   1.00000576  x   0.99988608  =   0.99989184
 EY3280!UTM  18      -   1.00000576  x   0.99982591  =   0.99983167
 EY3280
 EY3280|---------------------------------------------------------------------|
 EY3280| PID    Reference Object                     Distance      Geod. Az  |
 EY3280|                                                           dddmmss.s |
 EY3280| EY4828 BULLOCK RM 1                         45.208 METERS 14321     |
 EY3280| EY4829 BULLOCK RM 2                                       2490531.0 |
 EY3280| EY4830 BULLOCK RM 3                         43.648 METERS 25541     |
 EY3280|---------------------------------------------------------------------|
 EY3280
 EY3280                          SUPERSEDED SURVEY CONTROL
 EY3280
 EY3280  NAD 83(1986)-  35 32 59.60719(N)    076 29 37.56723(W) AD(       ) 2
 EY3280  NAD 27      -  35 32 59.01000(N)    076 29 38.83200(W) AD(       ) 2
 EY3280
 EY3280.Superseded values are not recommended for survey control.
 EY3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3280.See file dsdata.txt to determine how the superseded data were derived.
 EY3280
 EY3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6460535053(NAD 83)
 EY3280_MARKER: DS = TRIANGULATION STATION DISK
 EY3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3280
 EY3280  HISTORY     - Date     Condition        Report By
 EY3280  HISTORY     - 1935     MONUMENTED       CGS
 EY3280  HISTORY     - 1949     GOOD             CGS
 EY3280
 EY3280                          STATION DESCRIPTION
 EY3280
 EY3280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3280'THIS STATION IS ABOUT 1-1/2 MILES SE OF LEECHVILLE AND ABOUT 1
 EY3280'MILE W OF PUNGO RIVER, ON LAND OF WILLIAM BULLOCK.
 EY3280'
 EY3280'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 EY3280'DISKS SET IN CONCRETE.
 EY3280'
 EY3280'REFERENCE MARK NO. 1 IS S OF STATION ABOUT 5 METERS W OF
 EY3280'ROAD.  REFERENCE MARK NO. 2 (AZIMUTH MARK) IS W OF STATION ON LINE
 EY3280'OF WOODS AND JUST E OF A DRAINAGE DITCH.  REFERENCE MARK NO. 3 IS W
 EY3280'OF THE STATION.
 EY3280'
 EY3280'TO REACH FROM BELHAVEN, SET 0.0 AT BANK, GO E ON HIGHWAY 264
 EY3280'AND AT 7.5 TURN RIGHT ONTO DIRT ROAD IN TOWN OF LEECHVILLE,
 EY3280'FOLLOW ROAD TO 9.1 TO A SMALL BRIDGE AND FIELD ON RIGHT.  STATION
 EY3280'IS IN NE CORNER OF THIS FIELD, 92 FEET W OF ROAD AND 240 FEET
 EY3280'N OF A DRAINAGE DITCH CROSSING ROAD AT BRIDGE MENTIONED ABOVE,
 EY3280'AND ABOUT 200 YARDS N OF A FARMHOUSE.
 EY3280'
 EY3280'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS.
 EY3280
 EY3280                          STATION RECOVERY (1949)
 EY3280
 EY3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY3280'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 EY3280'CONDITION.  DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A
 EY3280'STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION IS
 EY3280'INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY3280'
 EY3280'STATION IS ABOUT 1.5 MILES S OF LEECHVILLE, 1.0 MILE W OF THE
 EY3280'PUNGO RIVER, IN A CULTIVATED FIELD, NEAR THE NE CORNER, 92 FEET
 EY3280'W OF THE CENTER LINE OF THE ROAD, 42 FEET W OF A BLAZED 10-INCH
 EY3280'PINE TREE, 30.5 FEET W OF AN 8-INCH GUM TREE AT THE CORNER OF
 EY3280'THE FIELD, AND 12.2 FEET S OF A SMALL DITCH AT THE EDGE OF THE
 EY3280'FIELD.
 EY3280'
 EY3280'STATION MARK IS A BRONZE STATION DISK, STAMPED BULLOCK 1935,
 EY3280'SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT 2 INCHES
 EY3280'UNDER GROUND.
 EY3280'
 EY3280'R.M. 1 IS S OF THE STATION, AT THE E EDGE OF THE FIELD, 57
 EY3280'FEET S OF A 14-INCH GUM TREE, 32 FEET W OF THE CENTER OF THE ROAD,
 EY3280'AND 23 FEET S OF A POWER POLE.  IT IS A BRONZE REFERENCE DISK,
 EY3280'STAMPED BULLOCK NO 1 1935, SET IN THE TOP OF A 12-INCH SQUARE
 EY3280'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 EY3280'
 EY3280'R.M. 2 (AZ.MK.) IS W OF THE STATION, AT THE SW CORNER OF A
 EY3280'CULTIVATED FIELD, 42 FEET W OF A BLAZED FORKED 18-INCH GUM TREE,
 EY3280'AND 10 FEET E OF A DITCH.  IT IS A BRONZE REFERENCE DISK,
 EY3280'STAMPED BULLOCK NO 2 1935, SET IN THE TOP OF A 12-INCH SQUARE
 EY3280'CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 EY3280'
 EY3280'R.M. 3 IS W OF THE STATION, IN THE FIELD, 33.1 FEET NE OF A
 EY3280'12-INCH GUM TREE NEAR THE END OF A PROJECTION OF BRUSH, AND 14
 EY3280'FEET S OF THE EDGE OF THE BRUSH.  IT IS A BRONZE REFERENCE DISK,
 EY3280'STAMPED BULLOCK NO 3 1935, SET IN THE TOP OF A 12-INCH SQUARE
 EY3280'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 EY3280'
 EY3280'TO REACH THE STATION FROM LEECHVILLE, GO S ON THE FIRST DIRT
 EY3280'ROAD W OF THE BRIDGE, 1.6 MILES TO CULTIVATED LAND AND STATION
 EY3280'SITE.  TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE DIRT
 EY3280'ROAD ABOUT 80 YARDS N OF THE STATION W FOR ABOUT 0.4 MILE TO
 EY3280'WHERE ROAD TURNS RIGHT AT EDGE OF OVERGROWN FIELD, PROCEEED S
 EY3280'ALONG EDGE OF FIELD TO CORNER AND MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2985 ***********************************************************************
 FY2985  DESIGNATION -  BULLOCK
 FY2985  PID         -  FY2985
 FY2985  STATE/COUNTY-  NC/PERSON
 FY2985  USGS QUAD   -  TIMBERLAKE (1981)
 FY2985
 FY2985                         *CURRENT SURVEY CONTROL
 FY2985  ___________________________________________________________________
 FY2985* NAD 83(2001)-  36 21 44.29219(N)    078 56 11.77448(W)     ADJUSTED  
 FY2985* NAVD 88     -       209.6    (meters)     688.     (feet)  VERTCON   
 FY2985  ___________________________________________________________________
 FY2985  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 FY2985  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FY2985  HORZ ORDER  -  SECOND
 FY2985
 FY2985.The horizontal coordinates were established by classical geodetic methods
 FY2985.and adjusted by the National Geodetic Survey in August 2005.
 FY2985
 FY2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2985
 FY2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2985
 FY2985.The geoid height was determined by GEOID03.
 FY2985
 FY2985;                    North         East     Units Scale Factor Converg.
 FY2985;SPC NC       -   289,804.802   615,291.319   MT  1.00006048   +0 02 11.7
 FY2985;SPC NC       -   950,801.25  2,018,668.27   sFT  1.00006048   +0 02 11.7
 FY2985;UTM  17      - 4,026,111.296   685,126.614   MT  1.00002227   +1 13 25.4
 FY2985
 FY2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2985!SPC NC       -   0.99997197  x   1.00006048  =   1.00003245
 FY2985!UTM  17      -   0.99997197  x   1.00002227  =   0.99999424
 FY2985
 FY2985:                Primary Azimuth Mark                     Grid Az
 FY2985:SPC NC       -  OAKLEY                                   338 44 06.4
 FY2985:UTM  17      -  OAKLEY                                   337 32 52.7
 FY2985
 FY2985|---------------------------------------------------------------------|
 FY2985| PID    Reference Object                     Distance      Geod. Az  |
 FY2985|                                                           dddmmss.s |
 FY2985| FY3007 OAKLEY                              APPROX. 3.0 KM 3384618.1 |
 FY2985|---------------------------------------------------------------------|
 FY2985
 FY2985                          SUPERSEDED SURVEY CONTROL
 FY2985
 FY2985  NAD 83(1993)-  36 21 44.29191(N)    078 56 11.77805(W) AD(       ) 2
 FY2985  NAD 83(1986)-  36 21 44.29397(N)    078 56 11.78169(W) AD(       ) 2
 FY2985  NAD 27      -  36 21 43.78679(N)    078 56 12.75004(W) AD(       ) 2
 FY2985  NGVD 29 (07/19/86)  209.9    (m)          689.     (f) VERT ANG    3  
 FY2985
 FY2985.Superseded values are not recommended for survey control.
 FY2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2985.See file dsdata.txt to determine how the superseded data were derived.
 FY2985
 FY2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8512726111(NAD 83)
 FY2985_MARKER: DD = SURVEY DISK
 FY2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2985_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2985+STABILITY: SURFACE MOTION
 FY2985
 FY2985  HISTORY     - Date     Condition        Report By
 FY2985  HISTORY     - 1977     MONUMENTED       NCGS
 FY2985  HISTORY     - 20061101 GOOD             GEOCAC
 FY2985
 FY2985                          STATION DESCRIPTION
 FY2985
 FY2985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY2985'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTHWEST OF SURL AND
 FY2985'3.4 MILES SOUTHEAST OF ROXBORO.
 FY2985'
 FY2985'TO REACH THE STATION FROM THE INTERSECTION OF US 158 (EAST) WITH US
 FY2985'501 AT THE SOUTH SIDE OF ROXBORO, PROCEED EASTERLY ALONG US 158 FOR
 FY2985'3.2 MILES TO HIGH VOLTAGE TRANSMISSION LINE CROSSING HIGHWAY AND
 FY2985'STATION ON THE LEFT, NEAR TWIN POLES OF TRANSMISSION LINES AND 0.25
 FY2985'MILE WEST-NORTHWEST OF THE SR 1578 (NORTH) AND SR 1748 (SOUTH)
 FY2985'CROSSROAD.
 FY2985'
 FY2985'STATION MARK IS A STANDARD DISK STAMPED---BULLOCK 1977---SET IN THE
 FY2985'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH ABOVE THE GROUND SURFACE.
 FY2985'THE MARK IS 186.3 FEET NORTH OF CENTERLINE OF US 158, 127.4 FEET EAST-
 FY2985'NORTHEAST OF NORTHEAST CORNER OF ONE STORY BRICK HOUSE, 132.8 FEET
 FY2985'SOUTHEAST OF CENTER OF TOP OF VANDORA AND ABNER CLAYTON TOMBSTONE, 8.3
 FY2985'FEET EAST-NORTHEAST OF POWER POLE WITH REFERENCE TAG, 85.0 FEET WEST-
 FY2985'SOUTHWEST OF 12 INCH CEDAR WITH REFERENCE TAG AND 180.0 FEET SOUTH OF
 FY2985'12 INCH PINE WITH REFERENCE TAG.
 FY2985
 FY2985                          STATION RECOVERY (2006)
 FY2985
 FY2985'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY2985'RECOVERED IN GOOD CONDITION. DELETE REFERENCE TO TRANSMISSION LINE AND
 FY2985'SUPPORT POLES, WHICH HAVE BEEN REMOVED. TO REACH FROM THE INTERSECTION
 FY2985'OF US-501 AND US-158, PROCEED EASTERLY ALONG US-158 FOR 3.2 MILES TO A
 FY2985'SHARED DRIVEWAY ON LEFT, LEADING TO NUMBERS 2615 AND 2625. FOLLOW
 FY2985'DRIVEWAY TO THE FRONT YARD OF A WHITE FRAME HOUSE. THEN PROCEED
 FY2985'SOUTHWESTERLY ABOUT 100 FEET TO STATION, WHICH IS FLUSH WITH THE
 FY2985'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3803 ***********************************************************************
 EB3803  DESIGNATION -  BULLOCK
 EB3803  PID         -  EB3803
 EB3803  STATE/COUNTY-  NC/ROBESON
 EB3803  USGS QUAD   -  GADDYSVILLE (1962)
 EB3803
 EB3803                         *CURRENT SURVEY CONTROL
 EB3803  ___________________________________________________________________
 EB3803* NAD 83(2001)-  34 28 52.01784(N)    079 09 58.47364(W)     ADJUSTED  
 EB3803* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 EB3803  ___________________________________________________________________
 EB3803  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 EB3803  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EB3803  HORZ ORDER  -  SECOND
 EB3803
 EB3803.The horizontal coordinates were established by classical geodetic methods
 EB3803.and adjusted by the National Geodetic Survey in August 2005.
 EB3803
 EB3803.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3803
 EB3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3803
 EB3803.The geoid height was determined by GEOID03.
 EB3803
 EB3803;                    North         East     Units Scale Factor Converg.
 EB3803;SPC NC       -    81,117.465   594,330.636   MT  0.99996235   -0 05 45.4
 EB3803;SPC NC       -   266,132.88  1,949,899.76   sFT  0.99996235   -0 05 45.4
 EB3803;UTM  17      - 3,817,029.152   668,393.231   MT  0.99994953   +1 02 18.2
 EB3803
 EB3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3803!SPC NC       -   0.99999897  x   0.99996235  =   0.99996132
 EB3803!UTM  17      -   0.99999897  x   0.99994953  =   0.99994850
 EB3803
 EB3803                          SUPERSEDED SURVEY CONTROL
 EB3803
 EB3803  NAD 83(1986)-  34 28 52.02695(N)    079 09 58.47664(W) AD(       ) 2
 EB3803  NGVD 29 (04/22/91)   40.3    (m)          132.     (f) VERT ANG    3  
 EB3803
 EB3803.Superseded values are not recommended for survey control.
 EB3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3803.See file dsdata.txt to determine how the superseded data were derived.
 EB3803
 EB3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6839317029(NAD 83)
 EB3803_MARKER: DE = TRAVERSE STATION DISK
 EB3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3803_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3803+STABILITY: SURFACE MOTION
 EB3803
 EB3803  HISTORY     - Date     Condition        Report By
 EB3803  HISTORY     - 1977     MONUMENTED       NCGS
 EB3803
 EB3803                          STATION DESCRIPTION
 EB3803
 EB3803'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3803'STATION IS LOCATED APPROXIMATELY 3.2 MILES WEST-SOUTHWEST OF FAIRMONT
 EB3803'AND 5.1 MILES SOUTH OF MCDONALD.
 EB3803'TO REACH STATION FROM INTERSECTION OF NC 130 BUSINESS AND BYPASS WEST
 EB3803'OF FAIRMONT, PROCEED WEST ALONG NC 130 FOR 0.75 MILE TO STATION ON
 EB3803'LEFT AT DRIVEWAY TO BULLOCK HOME AT WEST END OF DRIVE AT END OF ROW OF
 EB3803'PINES AND 250 FEET EAST OF SR 2451 SOUTH.
 EB3803'
 EB3803'STATION MARK IS A STANDARD DISK STAMPED---BULLOCK 1977---SET IN TOP OF
 EB3803'CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS 35.0 FEET
 EB3803'SOUTH OF NC 130 CENTERLINE, 11.1 FEET WEST OF DRIVE CENTERLINE, 32.3
 EB3803'FEET NORTHWEST OF 20 INCH PINE WITH TAG, 63.8 FEET NORTHWEST OF POWER
 EB3803'POLE 1556 WITH TAG AND 25.9 FEET NORTH OF 18 INCH PINE WITH TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8252 ***********************************************************************
 AI8252  DESIGNATION -  BULLOCK
 AI8252  PID         -  AI8252
 AI8252  STATE/COUNTY-  NC/WARREN
 AI8252  USGS QUAD   -  MACON (1970)
 AI8252
 AI8252                         *CURRENT SURVEY CONTROL
 AI8252  ___________________________________________________________________
 AI8252* NAD 83(2001)-  36 25 49.08919(N)    078 01 11.01853(W)     ADJUSTED  
 AI8252* NAVD 88     -       113.009  (meters)     370.76   (feet)  ADJUSTED  
 AI8252  ___________________________________________________________________
 AI8252  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AI8252  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AI8252  DYNAMIC HT  -         112.918 (meters)     370.47  (feet)  COMP
 AI8252  MODELED GRAV-     979,819.2   (mgal)                       NAVD 88
 AI8252
 AI8252  HORZ ORDER  -  SECOND
 AI8252  VERT ORDER  -  SECOND    CLASS I
 AI8252
 AI8252.The horizontal coordinates were established by classical geodetic methods
 AI8252.and adjusted by the National Geodetic Survey in August 2005.
 AI8252
 AI8252.The orthometric height was determined by differential leveling
 AI8252.and adjusted in March 2001.
 AI8252
 AI8252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8252
 AI8252.The geoid height was determined by GEOID03.
 AI8252
 AI8252.The dynamic height is computed by dividing the NAVD 88
 AI8252.geopotential number by the normal gravity value computed on the
 AI8252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8252.degrees latitude (g = 980.6199 gals.).
 AI8252
 AI8252.The modeled gravity was interpolated from observed gravity values.
 AI8252
 AI8252;                    North         East     Units Scale Factor Converg.
 AI8252;SPC NC       -   297,783.192   697,509.546   MT  1.00008426   +0 33 56.8
 AI8252;SPC NC       -   976,977.02  2,288,412.57   sFT  1.00008426   +0 33 56.8
 AI8252;UTM  17      - 4,035,805.558   767,173.914   MT  1.00047957   +1 46 15.1
 AI8252;UTM  18      - 4,035,915.668   229,288.102   MT  1.00050302   -1 47 39.6
 AI8252
 AI8252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8252!SPC NC       -   0.99998753  x   1.00008426  =   1.00007179
 AI8252!UTM  17      -   0.99998753  x   1.00047957  =   1.00046710
 AI8252!UTM  18      -   0.99998753  x   1.00050302  =   1.00049055
 AI8252
 AI8252                          SUPERSEDED SURVEY CONTROL
 AI8252
 AI8252  NAD 83(1986)-  36 25 49.08648(N)    078 01 11.03008(W) AD(       ) 2
 AI8252  NGVD 29 (08/31/00)  113.3    (m)          372.     (f) VERT ANG    3  
 AI8252
 AI8252.Superseded values are not recommended for survey control.
 AI8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8252.See file dsdata.txt to determine how the superseded data were derived.
 AI8252
 AI8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6717435806(NAD 83)
 AI8252_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8252_STAMPING: BULLOCK 1984
 AI8252_MARK LOGO: NCGS  
 AI8252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8252+STABILITY: SURFACE MOTION
 AI8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8252+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1997
 AI8252
 AI8252  HISTORY     - Date     Condition        Report By
 AI8252  HISTORY     - 1984     MONUMENTED       NCGS
 AI8252  HISTORY     - 19970424 GOOD             NCGS
 AI8252
 AI8252                          STATION DESCRIPTION
 AI8252
 AI8252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8252'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST OF MACON AND ABOUT
 AI8252'9.8 KM (6.10 MI) WEST OF LITTLETON. ALONG US 158 FOR 6.4 KM (4.0 MI)
 AI8252'EAST FROM THE US POST OFFICE IN MACON, OR 1.1 KM (0.7 MI) EAST FROM SR
 AI8252'1505 INTERSECTION, AT THE TOP OF A RISE, APPROXIMATELY HALFWAY BETWEEN
 AI8252'A BRICK AND A FRAME HOUSE. THE STATION IS A STANDARD NCGS DISK
 AI8252'STAMPED---BULLOCK 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 AI8252'MONUMENT 25 CM IN DIAMETER 10 CM BELOW GROUND.  LOCATED 5.58 M (18.3
 AI8252'FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 50.81 M (166.7 FT)
 AI8252'NORTHEAST FROM THE NORTHEAST CORNER OF A WHITE HOUSE, 56.70 M (186.0)
 AI8252'EAST FROM THE EAST END OF A DRIVEWAY CULVERT, 72.36 M (237.4 FT) WEST
 AI8252'FROM THE WEST END OF BRICK HOUSE DRIVEWAY CULVERT, 16.09 M (52.8 FT)
 AI8252'EAST FROM A TELEPHONE PEDESTAL NO 192 S--AND 15.05 M (49.4 FT) NORTH
 AI8252'FROM A POWER POLE 6 GUY WIRES), 22.62 M (74.2 FT) SOUTHEAST FROM A
 AI8252'UNDERGROUND CABLE WARNING POST--BOTH WITH REFERENCE TAGS. THE STATION
 AI8252'IS NOT A BENCH MARK.
 AI8252
 AI8252                          STATION RECOVERY (1997)
 AI8252
 AI8252'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AI8252'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION.  SR 1505 IS
 AI8252'DENNIS HARRIS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1763 ***********************************************************************
 FY1763  DESIGNATION -  BULLOCK RM 1
 FY1763  PID         -  FY1763
 FY1763  STATE/COUNTY-  NC/GRANVILLE
 FY1763  USGS QUAD   -  STOVALL (1993)
 FY1763
 FY1763                         *CURRENT SURVEY CONTROL
 FY1763  ___________________________________________________________________
 FY1763* NAD 83(1986)-  36 29 21.     (N)    078 32 45.     (W)     SCALED    
 FY1763* NAVD 88     -       136.885  (meters)     449.10   (feet)  ADJUSTED  
 FY1763  ___________________________________________________________________
 FY1763  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY1763  DYNAMIC HT  -         136.779 (meters)     448.75  (feet)  COMP
 FY1763  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 FY1763
 FY1763  VERT ORDER  -  FIRST     CLASS II
 FY1763
 FY1763.The horizontal coordinates were scaled from a topographic map and have
 FY1763.an estimated accuracy of +/- 6 seconds.
 FY1763
 FY1763.The orthometric height was determined by differential leveling
 FY1763.and adjusted in June 1991.
 FY1763
 FY1763.The geoid height was determined by GEOID03.
 FY1763
 FY1763.The dynamic height is computed by dividing the NAVD 88
 FY1763.geopotential number by the normal gravity value computed on the
 FY1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1763.degrees latitude (g = 980.6199 gals.).
 FY1763
 FY1763.The modeled gravity was interpolated from observed gravity values.
 FY1763
 FY1763;                    North         East    Units  Estimated Accuracy
 FY1763;SPC NC       -   303,980.      650,300.      MT  (+/- 180 meters Scaled)
 FY1763
 FY1763                          SUPERSEDED SURVEY CONTROL
 FY1763
 FY1763  NGVD 29 (03/05/92)  137.153  (m)          449.98   (f) ADJUSTED    1 2
 FY1763
 FY1763.Superseded values are not recommended for survey control.
 FY1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1763.See file dsdata.txt to determine how the superseded data were derived.
 FY1763
 FY1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA198410(NAD 83)
 FY1763_MARKER: DR = REFERENCE MARK DISK
 FY1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1763_SP_SET: CONCRETE POST
 FY1763_STAMPING: BULLOCK NO 1 1933
 FY1763_MARK LOGO: CGS   
 FY1763_PROJECTION: FLUSH
 FY1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1763+STABILITY: SURFACE MOTION
 FY1763
 FY1763  HISTORY     - Date     Condition        Report By
 FY1763  HISTORY     - 1933     MONUMENTED       CGS
 FY1763  HISTORY     - 1978     GOOD             NGS
 FY1763  HISTORY     - 1986     GOOD             USPSQD
 FY1763
 FY1763                          STATION DESCRIPTION
 FY1763
 FY1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1763'0.2 MI SOUTH FROM BULLOCK.
 FY1763'0.2 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 FY1763'BULLOCK, TO THE TOP OF A SLIGHT GRADE, 103.5 FEET EAST-NORTHEAST
 FY1763'OF TRIANGULATION STATION BULLCOK, AND 27.5 FEET EAST OF THE
 FY1763'CENTER OF THE HIGHWAY.
 FY1763
 FY1763                          STATION RECOVERY (1986)
 FY1763
 FY1763'RECOVERY NOTE BY US POWER SQUADRON 1986 (TC)
 FY1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3984 ***********************************************************************
 FY3984  DESIGNATION -  BULLOCK RM 3 AZIMUTH
 FY3984  PID         -  FY3984
 FY3984  STATE/COUNTY-  NC/GRANVILLE
 FY3984  USGS QUAD   -  STOVALL (1993)
 FY3984
 FY3984                         *CURRENT SURVEY CONTROL
 FY3984  ___________________________________________________________________
 FY3984* NAD 83(2001)-  36 29 14.95351(N)    078 32 50.67686(W)     ADJUSTED  
 FY3984* NAVD 88     -       135.4    (meters)     444.     (feet)  VERTCON   
 FY3984  ___________________________________________________________________
 FY3984  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 FY3984  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY3984  HORZ ORDER  -  SECOND
 FY3984
 FY3984.The horizontal coordinates were established by classical geodetic methods
 FY3984.and adjusted by the National Geodetic Survey in August 2005.
 FY3984
 FY3984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3984
 FY3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3984
 FY3984.The geoid height was determined by GEOID03.
 FY3984
 FY3984;                    North         East     Units Scale Factor Converg.
 FY3984;SPC NC       -   303,787.835   650,159.890   MT  1.00010536   +0 15 40.4
 FY3984;SPC NC       -   996,677.26  2,133,066.24   sFT  1.00010536   +0 15 40.4
 FY3984;UTM  17      - 4,040,817.216   719,697.478   MT  1.00019471   +1 27 32.4
 FY3984
 FY3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3984!SPC NC       -   0.99998375  x   1.00010536  =   1.00008911
 FY3984!UTM  17      -   0.99998375  x   1.00019471  =   1.00017846
 FY3984
 FY3984                          SUPERSEDED SURVEY CONTROL
 FY3984
 FY3984  NAD 83(1986)-  36 29 14.95425(N)    078 32 50.68578(W) AD(       ) 2
 FY3984  NGVD 29 (03/10/00)  135.6    (m)          445.     (f) VERT ANG    3  
 FY3984
 FY3984.Superseded values are not recommended for survey control.
 FY3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3984.See file dsdata.txt to determine how the superseded data were derived.
 FY3984
 FY3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1969740817(NAD 83)
 FY3984_MARKER: DR = REFERENCE MARK DISK
 FY3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3984_STAMPING: BULLOCK NO 3 1933
 FY3984_MARK LOGO: CGS   
 FY3984_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3984+STABILITY: SURFACE MOTION
 FY3984
 FY3984  HISTORY     - Date     Condition        Report By
 FY3984  HISTORY     - 1933     MONUMENTED       CGS
 FY3984  HISTORY     - 19840505 GOOD             NCGS
 FY3984  HISTORY     - 1986     GOOD             USPSQD
 FY3984
 FY3984                          STATION DESCRIPTION
 FY3984
 FY3984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 FY3984'STATION WAS RECOVERED CHIPPED BUT INTACT.  IT WAS COORDINATED AND
 FY3984'DESCRIBED AT THIS TIME ALTHOUGH IT WAS LEANING SLIGHTLY TO THE NORTH.
 FY3984'STATION IS LOCATED ABOUT 0.5 KM (0.3 MI) SOUTH OF BULLOCK AND 19.8 KM
 FY3984'(12.3 MI) NORTH OF OXFORD. ALONG US 15, 0.5 KM (0.3 MILE) SOUTH OF THE
 FY3984'POST OFFICE AT STATE ROAD 1445 CROSSROADS (IN BULLOCK), BETWEEN THE
 FY3984'HIGHWAY AND THE WOODS LINE. STATION IS A STANDARD CGS RM DISK
 FY3984'STAMPED---BULLOCK NO 3 1933---, SET INTO THE TOP OF A ROUND CONCRETE
 FY3984'MONUMENT 30 CM IN DIAMETER PROJECTING 15 CM ABOVE GROUND.  LOCATED 8.2
 FY3984'METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY--AND 3.9
 FY3984'METERS (12.8 FT) WEST-NORTHWEST OF A THIRTY-INCH OAK, 6.7 METERS (22.1
 FY3984'FT) NORTH OF A TWELVE INCH PINE, 13.3 METERS (43.5 FT) NORTH-NORTHEAST
 FY3984'OF A SIX INCH OAK, 25.8 METERS (84.5 FT) SOUTH OF A POWER POLE
 FY3984'(301)--ALL FOUR WITH REFERENCE TAGS. MARK IS LEVEL WITH HIGHWAY.
 FY3984
 FY3984                          STATION RECOVERY (1986)
 FY3984
 FY3984'RECOVERY NOTE BY US POWER SQUADRON 1986 (TC)
 FY3984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4247 ***********************************************************************
 FY4247  DESIGNATION -  BULLOCK RM 4
 FY4247  PID         -  FY4247
 FY4247  STATE/COUNTY-  NC/GRANVILLE
 FY4247  USGS QUAD   -  STOVALL (1993)
 FY4247
 FY4247                         *CURRENT SURVEY CONTROL
 FY4247  ___________________________________________________________________
 FY4247* NAD 83(1986)-  36 29 20.     (N)    078 32 47.     (W)     SCALED    
 FY4247* NAVD 88     -       136.47   (meters)     447.7    (feet)  RESET     
 FY4247  ___________________________________________________________________
 FY4247  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FY4247  VERT ORDER  -  THIRD
 FY4247
 FY4247.The horizontal coordinates were scaled from a topographic map and have
 FY4247.an estimated accuracy of +/- 6 seconds.
 FY4247
 FY4247.The orthometric height was computed from unverified reset data.
 FY4247.No vertical observational check was made to the station.
 FY4247
 FY4247.The geoid height was determined by GEOID03.
 FY4247
 FY4247;                    North         East    Units  Estimated Accuracy
 FY4247;SPC NC       -   303,940.      650,250.      MT  (+/- 180 meters Scaled)
 FY4247
 FY4247                          SUPERSEDED SURVEY CONTROL
 FY4247
 FY4247  NGVD 29 (06/22/04)  136.74   (m)          448.6    (f) RESET       3  
 FY4247
 FY4247.Superseded values are not recommended for survey control.
 FY4247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4247.See file dsdata.txt to determine how the superseded data were derived.
 FY4247
 FY4247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA197409(NAD 83)
 FY4247_MARKER: DR = REFERENCE MARK DISK
 FY4247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4247_SP_SET: CONCRETE POST
 FY4247_STAMPING: BULLOCK 1933 NO 4 1984
 FY4247_MARK LOGO: NGS   
 FY4247_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4247+STABILITY: SURFACE MOTION
 FY4247
 FY4247  HISTORY     - Date     Condition        Report By
 FY4247  HISTORY     - 1984     MONUMENTED       NGS
 FY4247
 FY4247                          STATION DESCRIPTION
 FY4247
 FY4247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FY4247'0.4 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 15 TO THE MARK ON THE RIGHT,
 FY4247'8.0 M (26.2 FT) NORTHWEST OF THE CENTERLINE OF U.S. 15, 16.8 M
 FY4247'(55.1 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF SOUTHMOST FRAME
 FY4247'HOUSE, 21.0 M (68.9 FT) EAST OF THE SOUTHEAST CORNER OF HOUSE AND
 FY4247'24.4 M (80.1 FT) NORTHEAST OF A POWERLINE POLE WITH A REFERENCE TAG,
 FY4247'ON TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4437 ***********************************************************************
 FY4437  DESIGNATION -  BULLOCKS PT
 FY4437  PID         -  FY4437
 FY4437  STATE/COUNTY-  NC/VANCE
 FY4437  USGS QUAD   -  MIDDLEBURG (1982)
 FY4437
 FY4437                         *CURRENT SURVEY CONTROL
 FY4437  ___________________________________________________________________
 FY4437* NAD 83(2001)-  36 27 40.61505(N)    078 22 13.20939(W)     ADJUSTED  
 FY4437* NAVD 88     -        94.89   (+/-2cm)     311.3    (feet)  VERTCON   
 FY4437  ___________________________________________________________________
 FY4437  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 FY4437  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 FY4437  HORZ ORDER  -  SECOND
 FY4437  VERT ORDER  -  THIRD (See Below)
 FY4437
 FY4437.The horizontal coordinates were established by classical geodetic methods
 FY4437.and adjusted by the National Geodetic Survey in August 2005.
 FY4437
 FY4437.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4437.The vertical order pertains to the NGVD 29 superseded value.
 FY4437
 FY4437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4437
 FY4437.The geoid height was determined by GEOID03.
 FY4437
 FY4437;                    North         East     Units Scale Factor Converg.
 FY4437;SPC NC       -   300,966.175   666,046.604   MT  1.00009556   +0 21 48.3
 FY4437;SPC NC       -   987,419.86  2,185,187.90   sFT  1.00009556   +0 21 48.3
 FY4437;UTM  17      - 4,038,328.239   735,641.961   MT  1.00028418   +1 33 48.5
 FY4437
 FY4437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4437!SPC NC       -   0.99999022  x   1.00009556  =   1.00008578
 FY4437!UTM  17      -   0.99999022  x   1.00028418  =   1.00027440
 FY4437
 FY4437|---------------------------------------------------------------------|
 FY4437| PID    Reference Object                     Distance      Geod. Az  |
 FY4437|                                                           dddmmss.s |
 FY4437| FY4461 N 5.4                                87.009 METERS 11715     |
 FY4437| FY4460 N 5.3                                 8.542 METERS 27033     |
 FY4437|---------------------------------------------------------------------|
 FY4437
 FY4437                          SUPERSEDED SURVEY CONTROL
 FY4437
 FY4437  NAD 83(1993)-  36 27 40.61610(N)    078 22 13.20804(W) AD(       ) 2
 FY4437  NAD 83(1986)-  36 27 40.61317(N)    078 22 13.21921(W) AD(       ) 2
 FY4437  NGVD 29 (07/10/92)   95.17   (m)          312.2    (f) LEVELING    3  
 FY4437
 FY4437.Superseded values are not recommended for survey control.
 FY4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4437.See file dsdata.txt to determine how the superseded data were derived.
 FY4437
 FY4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3564238328(NAD 83)
 FY4437_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4437_SP_SET: CONCRETE POST
 FY4437_STAMPING: BULLOCKS PT 1985
 FY4437_MARK LOGO: NCGS  
 FY4437_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FY4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4437+STABILITY: SURFACE MOTION
 FY4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4437+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 FY4437
 FY4437  HISTORY     - Date     Condition        Report By
 FY4437  HISTORY     - 1985     MONUMENTED       NCGS
 FY4437  HISTORY     - 20050907 GOOD             GEOCAC
 FY4437
 FY4437                          STATION DESCRIPTION
 FY4437
 FY4437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FY4437'STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF DREWRY, AND 13.5 KM
 FY4437'(8.4 MI) NORTH OF HENDERSON, IN BULLOCKSVILLE STATE PARK.
 FY4437'PROCEED ALONG SR 1383 FOR 0.5 KM (0.3 MI) FROM SR 1366 INTERSECTION
 FY4437'INSIDE OF PARK, TO END OF TRUCK TRAVEL TO WESTERNMOST POINT OF LAND
 FY4437'AND ABANDONED CONCRETE FLOORING, THENCE ALONG RIDGE NORTHWEST TO
 FY4437'PLAYGROUNDS SLIDE, THENCE CONTINUE WEST FROM SLIDE FOR APPROXIMATELY
 FY4437'300 FEET TO STATION.
 FY4437'STATION IS A STANDARD NCGS DISK STAMPED---BULLOCKS PT 1985---, SET
 FY4437'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FY4437'GROUND.  LOCATED 4.11 METERS (13.5 FT) WEST FROM A 6-INCH PINE, 5.30
 FY4437'METERS (17.4 FT) SOUTHEAST FROM A 6-INCH PINE, 7.13 METERS (23.4 FT)
 FY4437'SOUTH-SOUTHWEST FROM A 6-INCH PINE, AND 10.06 METERS (33.0 FT) NORTH
 FY4437'FROM A 6-INCH GUM--ALL WITH REFERENCE TAGS.
 FY4437'REFERENCE OBJECT 1 IS A STANDARD USE DISK STAMPED---N 5.3 1951---, SET
 FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING
 FY4437'15 CM ABOVE GROUND.  LOCATED 8.558 METERS (28.08 FT) WEST FROM THE
 FY4437'STATION.
 FY4437'REFERENCE OBJECT 2 IS A STANDARD USE DISK STAMPED---N 5.4 1951---, SET
 FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE PROJECTING
 FY4437'15 CM ABOVE GROUND.  LOCATED 87.158 METERS (285.95 FT) SOUTHEAST FROM
 FY4437'THE STATION (SLOPE DISTANCE), AND JUST EAST OF PLAYGROUND SLIDE.
 FY4437'MARK IS ABOUT 10 FEET ABOVE NORMAL WATER LEVEL.
 FY4437
 FY4437                          STATION RECOVERY (2005)
 FY4437
 FY4437'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 FY4437'FROM THE ENTRANCE OF BULLOCKSVILLE STATE PARK, GO SIX HUNDRED FEET
 FY4437'INTO THE PARK AND TURN LEFT ONTO SR1383 (BULLOCKSVILLE PARK CIRCLE).
 FY4437'GO TO END OF ROAD AT PARKING LOT FOR PICNIC AREA. PROCEED ON FOOT
 FY4437'ALONG CEMENT WALKWAY TO END, THENCE APPROX 300 FEET NORTHWEST TO A
 FY4437'POINT OF LAND.
 FY4437' 
 FY4437'STATION IS FLUSH WITH THE GROUND, ABOUT 10 FEET INLAND FROM A BANK
 FY4437'OVERLOOKING THE  BEACH  ABOVE THE NORMAL WATER LEVEL.  IT IS LOCATED
 FY4437'12 FEET WSW OF A 10-INCH PINE TREE AND 30 FEET NORTH OF A 6-INCH GUM
 FY4437'TREE, BOTH WITH REFERENCE TAGS.
 FY4437' 
 FY4437'REFERENCE OBJECT 1 HAS BEEN RESET, AND PRESENTLY IS 12 FEET SOUTH (NOT
 FY4437'28 FEET WEST) OF STATION. IT IS A USE DISK STAMPED N 5.3 1997, SET
 FY4437'INTO THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE
 FY4437'GROUND.
 FY4437' 
 FY4437'REFERENCE OBJECT 2 WAS FOUND AS DESCRIBED, EXCEPT PLAYGROUND SLIDE HAS
 FY4437'BEEN REMOVED, AND MONUMENT IS ROUND INSTEAD OF SQUARE. IT IS
 FY4437'APPROXIMATELY 69 FEET NORTH NORTHWEST OF THE NW CORNER OF A 12X12
 FY4437'CEMENT SLAB FOR A PICNIC TABLE. THE DISTANCE TO STATION BULLOCKS POINT
 FY4437'WAS NOT VERIFIED.
 FY4437' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3536 ***********************************************************************
 FB3536  DESIGNATION -  BULLSCRAPE
 FB3536  PID         -  FB3536
 FB3536  STATE/COUNTY-  NC/CLAY
 FB3536  USGS QUAD   -  RAINBOW SPRINGS (1978)
 FB3536
 FB3536                         *CURRENT SURVEY CONTROL
 FB3536  ___________________________________________________________________
 FB3536* NAD 83(2001)-  35 04 21.04946(N)    083 35 35.24661(W)     ADJUSTED  
 FB3536* NAVD 88     -      1106.5    (meters)    3630.     (feet)  VERTCON   
 FB3536  ___________________________________________________________________
 FB3536  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FB3536  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 FB3536  HORZ ORDER  -  SECOND
 FB3536
 FB3536.The horizontal coordinates were established by classical geodetic methods
 FB3536.and adjusted by the National Geodetic Survey in August 2005.
 FB3536
 FB3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3536
 FB3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3536
 FB3536.The geoid height was determined by GEOID03.
 FB3536
 FB3536;                    North         East     Units Scale Factor Converg.
 FB3536;SPC NC       -   156,395.184   190,874.347   MT  0.99987746   -2 39 03.7
 FB3536;SPC NC       -   513,106.53    626,226.92   sFT  0.99987746   -2 39 03.7
 FB3536;UTM  17      - 3,884,160.368   263,554.438   MT  1.00028907   -1 29 26.6
 FB3536
 FB3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3536!SPC NC       -   0.99983072  x   0.99987746  =   0.99970820
 FB3536!UTM  17      -   0.99983072  x   1.00028907  =   1.00011974
 FB3536
 FB3536                          SUPERSEDED SURVEY CONTROL
 FB3536
 FB3536  NAD 83(1995)-  35 04 21.04968(N)    083 35 35.24645(W) AD(       ) 2
 FB3536  NAD 83(1986)-  35 04 21.05159(N)    083 35 35.24888(W) AD(       ) 2
 FB3536  NGVD 29 (09/18/91) 1106.5    (m)         3630.     (f) VERT ANG    3  
 FB3536
 FB3536.Superseded values are not recommended for survey control.
 FB3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3536.See file dsdata.txt to determine how the superseded data were derived.
 FB3536
 FB3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU6355484160(NAD 83)
 FB3536_MARKER: DE = TRAVERSE STATION DISK
 FB3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3536_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3536+STABILITY: SURFACE MOTION
 FB3536
 FB3536  HISTORY     - Date     Condition        Report By
 FB3536  HISTORY     - 1978     MONUMENTED       NCGS
 FB3536
 FB3536                          STATION DESCRIPTION
 FB3536
 FB3536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3536'THE STATION IS LOCATED ALONG US 64 BETWEEN THE MACON-CLAY COUNTY LINE
 FB3536'AND BUCK CREEK APPROXIMATELY 12.9 MILES EAST OF HAYESVILLE.
 FB3536'
 FB3536'TO REACH THE STATION FROM THE COUNTY LINE ON US 64 AT BLACK GAP,
 FB3536'PROCEED SOUTHWEST ALONG US 64 FOR 0.8 MILE TO STATION IN RIGHT
 FB3536'SHOULDER AND 0.65 MILE NORTHEAST OF INTERSECTION WITH NATIONAL FOREST
 FB3536'ROAD (OLD US 64) LEADING NORTH.
 FB3536'
 FB3536'STATION MARK IS A STANDARD DISK STAMPED---BULLSCRAPE 1978---SET IN TOP
 FB3536'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3536'27.4 FEET NORTHWEST OF CENTERLINE OF US 64, 145.8 FEET SOUTHWEST OF
 FB3536'WEST END OF GUARD RAIL, 46.0 FEET SOUTH-SOUTHEAST OF AN 8 INCH OAK
 FB3536'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2949 ***********************************************************************
 FA2949  DESIGNATION -  BUM
 FA2949  PID         -  FA2949
 FA2949  STATE/COUNTY-  NC/CATAWBA
 FA2949  USGS QUAD   -  HICKORY (1993)
 FA2949
 FA2949                         *CURRENT SURVEY CONTROL
 FA2949  ___________________________________________________________________
 FA2949* NAD 83(2001)-  35 44 50.79909(N)    081 15 31.76820(W)     ADJUSTED  
 FA2949* NAVD 88     -       332.2    (meters)    1090.     (feet)  VERTCON   
 FA2949  ___________________________________________________________________
 FA2949  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 FA2949  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA2949  HORZ ORDER  -  SECOND
 FA2949
 FA2949.The horizontal coordinates were established by classical geodetic methods
 FA2949.and adjusted by the National Geodetic Survey in August 2005.
 FA2949
 FA2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2949
 FA2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2949
 FA2949.The geoid height was determined by GEOID03.
 FA2949
 FA2949;                    North         East     Units Scale Factor Converg.
 FA2949;SPC NC       -   223,904.037   405,325.912   MT  0.99990992   -1 18 13.4
 FA2949;SPC NC       -   734,591.83  1,329,806.76   sFT  0.99990992   -1 18 13.4
 FA2949;UTM  17      - 3,955,967.792   476,598.587   MT  0.99960675   -0 09 04.4
 FA2949
 FA2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2949!SPC NC       -   0.99995291  x   0.99990992  =   0.99986284
 FA2949!UTM  17      -   0.99995291  x   0.99960675  =   0.99955968
 FA2949
 FA2949|---------------------------------------------------------------------|
 FA2949| PID    Reference Object                     Distance      Geod. Az  |
 FA2949|                                                           dddmmss.s |
 FA2949| FA2953 COOK                                262.906 METERS 14520     |
 FA2949| FA3045 BOW                                 445.390 METERS 3353712.7 |
 FA2949|---------------------------------------------------------------------|
 FA2949
 FA2949                          SUPERSEDED SURVEY CONTROL
 FA2949
 FA2949  NAD 83(1986)-  35 44 50.80814(N)    081 15 31.77372(W) AD(       ) 2
 FA2949  NAD 27      -  35 44 50.32943(N)    081 15 32.47365(W) AD(       ) 2
 FA2949  NGVD 29 (07/19/86)  332.4    (m)         1091.     (f) VERT ANG    3  
 FA2949
 FA2949.Superseded values are not recommended for survey control.
 FA2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2949.See file dsdata.txt to determine how the superseded data were derived.
 FA2949
 FA2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7659955968(NAD 83)
 FA2949_MARKER: DE = TRAVERSE STATION DISK
 FA2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2949_STAMPING: BUM 1967
 FA2949_MARK LOGO: NCGS  
 FA2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2949+STABILITY: SURFACE MOTION
 FA2949
 FA2949  HISTORY     - Date     Condition        Report By
 FA2949  HISTORY     - 1967     MONUMENTED       NCGS
 FA2949
 FA2949                          STATION DESCRIPTION
 FA2949
 FA2949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2949'BUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2949'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2949'
 FA2949'BUM IS LOCATED APPROXIMATELY 4.6 MILES ENE OF THE CENTER OF
 FA2949'HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2949'SR 1491 (SECTION HOUSE RD.) WITH SR 1007 (OLD U.S. 70), GO
 FA2949'NORTH ON SR 1491 FOR 2.1 MILES TO STATION.  WHICH IS ON THE
 FA2949'EAST BANK OF SR 1491, ON EAST SIDE OF SR 1491 FROM A WHITE
 FA2949'SHINGLE HOUSE WITH GREEN SHUTTERS.
 FA2949'
 FA2949'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2949'BUM 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2949'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2949'
 FA2949'MARK IS
 FA2949'
 FA2949'20.5 FT E OF C/L OF SR 1491
 FA2949'
 FA2949'51.4 FT SE OF S END OF CULVERT ON W SIDE OF SR 1491
 FA2949'
 FA2949'36.6 FT NNW OF 2 INCH PINE ON E SIDE OF SR 1491, WITH
 FA2949'ALUMINUM REF. TAG
 FA2949'
 FA2949'96.3 FT N OF TP 26 ON E SIDE OF SR 1491, WITH ALUMINUM REF. TAG
 FA2949'
 FA2949'94.1 FT E OF NE CORNER OF WHITE SHINGLE HOUSE ON W SIDE OF SR 1491
 FA2949'
 FA2949'122.6 FT NE OF TP ON W SIDE OF SR 1491, WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2495 ***********************************************************************
 EA2495  DESIGNATION -  BUMBLE
 EA2495  PID         -  EA2495
 EA2495  STATE/COUNTY-  NC/PENDER
 EA2495  USGS QUAD   -  HOLLY RIDGE (1997)
 EA2495
 EA2495                         *CURRENT SURVEY CONTROL
 EA2495  ___________________________________________________________________
 EA2495* NAD 83(2001)-  34 24 03.22572(N)    077 35 16.34814(W)     ADJUSTED  
 EA2495* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2495  ___________________________________________________________________
 EA2495  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 EA2495  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 EA2495  HORZ ORDER  -  SECOND
 EA2495
 EA2495.The horizontal coordinates were established by classical geodetic methods
 EA2495.and adjusted by the National Geodetic Survey in August 2005.
 EA2495
 EA2495.The orthometric height was scaled from a topographic map.
 EA2495
 EA2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2495
 EA2495.The geoid height was determined by GEOID03.
 EA2495
 EA2495;                    North         East     Units Scale Factor Converg.
 EA2495;SPC NC       -    73,129.569   739,437.358   MT  0.99998197   +0 48 54.1
 EA2495;SPC NC       -   239,925.93  2,425,970.73   sFT  0.99998197   +0 48 54.1
 EA2495;UTM  18      - 3,809,644.449   262,114.458   MT  1.00029759   -1 27 46.0
 EA2495
 EA2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2495!SPC NC       -   1.00000576  x   0.99998197  =   0.99998773
 EA2495!UTM  18      -   1.00000576  x   1.00029759  =   1.00030335
 EA2495
 EA2495:                Primary Azimuth Mark                     Grid Az
 EA2495:SPC NC       -  TOWER THREE                              208 11 03.8
 EA2495:UTM  18      -  TOWER THREE                              210 27 43.9
 EA2495
 EA2495|---------------------------------------------------------------------|
 EA2495| PID    Reference Object                     Distance      Geod. Az  |
 EA2495|                                                           dddmmss.s |
 EA2495| EA0695 TOWER THREE                         APPROX. 1.0 KM 2085957.9 |
 EA2495|---------------------------------------------------------------------|
 EA2495
 EA2495                          SUPERSEDED SURVEY CONTROL
 EA2495
 EA2495  NAD 83(1986)-  34 24 03.23956(N)    077 35 16.36069(W) AD(       ) 2
 EA2495  NAD 27      -  34 24 02.63700(N)    077 35 17.46200(W) AD(       ) 2
 EA2495
 EA2495.Superseded values are not recommended for survey control.
 EA2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2495.See file dsdata.txt to determine how the superseded data were derived.
 EA2495
 EA2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6211409644(NAD 83)
 EA2495_MARKER: DS = TRIANGULATION STATION DISK
 EA2495_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2495_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2495_MARK LOGO: CGS   
 EA2495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2495
 EA2495  HISTORY     - Date     Condition        Report By
 EA2495  HISTORY     - 1914     MONUMENTED       CGS
 EA2495  HISTORY     - 1933     GOOD             CGS
 EA2495  HISTORY     - 1947     GOOD             CGS
 EA2495  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2495
 EA2495                          STATION DESCRIPTION
 EA2495
 EA2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2495'STATION IS ON THE INLAND SIDE OF THE BANKS, OPPOSITE VIRGINIA CREEK,
 EA2495'ABOUT 150 YARDS FROM YELLOW HILL FISHING CAMP, ON THE MARSH AT
 EA2495'THE CURVE OF THE CHANNEL FROM SLOOP POINT TO THE BANKS, ABOUT 2
 EA2495'YARDS FROM ORDINARY HIGH-WATER MARK BUT UNDER WATER AT EXTREME
 EA2495'HIGH TIDE.
 EA2495'
 EA2495'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 EA2495'AT THE CENTER OF THE TOP OF A TILE.
 EA2495'
 EA2495'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT.  IT
 EA2495'IS ABOUT 30 METERS (98 FEET) FROM THE STATION, ABOUT 130 YARDS
 EA2495'FROM THE HOUSE AT THE CAMP, AND ABOUT 3 YARDS FROM HIGH-WATER MARK.
 EA2495
 EA2495                          STATION RECOVERY (1933)
 EA2495
 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2495'STATION WAS RECOVERED IN GOOD CONDITION.  AT THE BACK SIDE OF THE
 EA2495'BANKS, OPPOSITE VIRGINIA CREEK, ON THE MARSH, ABOUT 150 YARDS
 EA2495'FROM THE REMAINS OF YELLOW HILL FISHING CAMP, AND 1 YARD INSIDE
 EA2495'HIGH-WATER LINE.  THE CHANNEL FROM SLOOP POINT TO THE BANKS PASSES
 EA2495'BY STATION WHICH IS 150 YARDS N OF BEND IN CHANNEL.
 EA2495'
 EA2495'THE REFERENCE MARK IS IN GOOD CONDITION.
 EA2495
 EA2495                          STATION RECOVERY (1947)
 EA2495
 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA2495'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 EA2495'FOUND TO BE IN GOOD CONDITION.  THE REFERENCE MARK WAS SEARCHED
 EA2495'FOR BUT NOT RECOVERED.  IT HAS PROBABLY BEEN DESTROYED DUE TO THE
 EA2495'EROSION OF THE BEACH, A COMPLETE NEW DESCRIPTION FOLLOWS--
 EA2495'
 EA2495'THE STATION IS ON THE INLAND SIDE OF THE BANKS, OPPOSITE VIRGINIA
 EA2495'CREEK, ON THE MARSH AT THE CURVE OF CHANNEL FROM SLOOP POINT TO
 EA2495'THE BANKS.  THE STATION IS ON THE BEACH AND IS UNDER WATER AT
 EA2495'EXTREME HIGH TIDE.  THE MARK IS A STANDARD UNSTAMPED BRONZE DISK
 EA2495'IN THE END OF A 4 IN TILE WHICH PROJECTS ABOUT 12 IN ABOVE THE
 EA2495'SURFACE OF THE GROUND.
 EA2495'
 EA2495'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO ACROSS
 EA2495'BRIDGE TOWARDS THE BEACH FOR 0.3 MILE, TURN RIGHT AND GO 03.2 MILES
 EA2495'TO E.T.T. (END OF TRUCK TRAVEL).  GO NORTHWEST THROUGH SCRUB TREES
 EA2495'AND BRUSH FOR ABOUT 1/4 MILE TO THE BEACH AND THE STATION AS
 EA2495'DESCRIBED.
 EA2495
 EA2495                          STATION RECOVERY (1964)
 EA2495
 EA2495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2495'DESTROYED.  MONUMENT FOUND BROKEN INTO PIECES.  DISK REMOVED BY
 EA2495'PARTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2652 ***********************************************************************
 FZ2652  DESIGNATION -  BUMGARNER
 FZ2652  PID         -  FZ2652
 FZ2652  STATE/COUNTY-  NC/WILKES
 FZ2652  USGS QUAD   -  WILKESBORO (1966)
 FZ2652
 FZ2652                         *CURRENT SURVEY CONTROL
 FZ2652  ___________________________________________________________________
 FZ2652* NAD 83(2001)-  36 09 22.95979(N)    081 14 09.15013(W)     ADJUSTED  
 FZ2652* NAVD 88     -       395.7    (meters)    1298.     (feet)  VERTCON   
 FZ2652  ___________________________________________________________________
 FZ2652  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 FZ2652  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 FZ2652  HORZ ORDER  -  SECOND
 FZ2652
 FZ2652.The horizontal coordinates were established by classical geodetic methods
 FZ2652.and adjusted by the National Geodetic Survey in August 2005.
 FZ2652
 FZ2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2652
 FZ2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2652
 FZ2652.The geoid height was determined by GEOID03.
 FZ2652
 FZ2652;                    North         East     Units Scale Factor Converg.
 FZ2652;SPC NC       -   269,217.734   408,422.816   MT  0.99999714   -1 17 25.7
 FZ2652;SPC NC       -   883,258.52  1,339,967.19   sFT  0.99999714   -1 17 25.7
 FZ2652;UTM  17      - 4,001,319.021   478,783.175   MT  0.99960555   -0 08 21.0
 FZ2652
 FZ2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2652!SPC NC       -   0.99994306  x   0.99999714  =   0.99994020
 FZ2652!UTM  17      -   0.99994306  x   0.99960555  =   0.99954864
 FZ2652
 FZ2652                          SUPERSEDED SURVEY CONTROL
 FZ2652
 FZ2652  NAD 83(1995)-  36 09 22.96106(N)    081 14 09.15168(W) AD(       ) 2
 FZ2652  NAD 83(1993)-  36 09 22.96579(N)    081 14 09.15589(W) AD(       ) 2
 FZ2652  NAD 83(1986)-  36 09 22.96924(N)    081 14 09.16003(W) AD(       ) 2
 FZ2652  NGVD 29 (06/26/91)  395.8    (m)         1299.     (f) VERT ANG    3  
 FZ2652
 FZ2652.Superseded values are not recommended for survey control.
 FZ2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2652.See file dsdata.txt to determine how the superseded data were derived.
 FZ2652
 FZ2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7878301319(NAD 83)
 FZ2652_MARKER: DE = TRAVERSE STATION DISK
 FZ2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2652+STABILITY: SURFACE MOTION
 FZ2652
 FZ2652  HISTORY     - Date     Condition        Report By
 FZ2652  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2652
 FZ2652                          STATION DESCRIPTION
 FZ2652
 FZ2652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2652'THE STATION IS LOCATED ABOUT 2.3 MI SOUTH OF MILLERS CREEK AND
 FZ2652'4.8 MI WEST OF WILKESBORO.
 FZ2652'
 FZ2652'TO REACH THE STATION FROM THE INTERSECTION OF US 421 AND NC 16,
 FZ2652'WEST OF WILKESBORO, PROCEED NORTH ALONG NC 16 FOR 0.5 MI TO THE
 FZ2652'STATION ON THE LEFT ABOUT 4 FT ABOVE THE ROAD AT THE WOODS LINE.
 FZ2652'
 FZ2652'THE STATION IS A STANDARD NCGS DISK
 FZ2652'STAMPED---BUMGARNER 1980---,
 FZ2652'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2652'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2652'51.7 FEET WEST OF THE CENTERLINE OF NC 16--AND
 FZ2652'19.3 FEET EAST-SOUTHEAST OF AN 18 INCH FORKED OAK,
 FZ2652'7.3 FEET SOUTHEAST OF A 6 INCH PINE,
 FZ2652'15.1 FEET NORTH OF AN 8 INCH PINE, AND
 FZ2652'118.0 FEET SOUTH OF A POWER POLE--ALL FOUR WITH REFERENCE TAGS.
 FZ2652'
 FZ2652'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8865 ***********************************************************************
 AI8865  DESIGNATION -  BUMGARNER
 AI8865  PID         -  AI8865
 AI8865  STATE/COUNTY-  NC/BURKE
 AI8865  USGS QUAD   -  GLEN ALPINE (1994)
 AI8865
 AI8865                         *CURRENT SURVEY CONTROL
 AI8865  ___________________________________________________________________
 AI8865* NAD 83(2007)-  35 43 42.80951(N)    081 48 50.57289(W)     ADJUSTED  
 AI8865* NAVD 88     -       328.7    (meters)    1078.     (feet)  GPS OBS   
 AI8865  ___________________________________________________________________
 AI8865  EPOCH DATE  -        2002.00
 AI8865  X           -     738,113.927 (meters)                     COMP
 AI8865  Y           -  -5,131,067.091 (meters)                     COMP
 AI8865  Z           -   3,703,956.859 (meters)                     COMP
 AI8865  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AI8865  ELLIP HEIGHT-         296.577 (meters)          (02/10/07) ADJUSTED
 AI8865  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AI8865
 AI8865  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8865  Type    PID    Designation                      North   East  Ellip
 AI8865  -------------------------------------------------------------------
 AI8865  NETWORK AI8865 BUMGARNER                         0.59   0.43   1.00
 AI8865  -------------------------------------------------------------------
 AI8865
 AI8865.The horizontal coordinates were established by GPS observations
 AI8865.and adjusted by the National Geodetic Survey in February 2007.
 AI8865
 AI8865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8865.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8865.The horizontal coordinates are valid at the epoch date displayed above.
 AI8865.The epoch date for horizontal control is a decimal equivalence
 AI8865.of Year/Month/Day.
 AI8865
 AI8865.The orthometric height was determined by GPS observations and a
 AI8865.high-resolution geoid model.
 AI8865
 AI8865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8865
 AI8865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8865
 AI8865.The ellipsoidal height was determined by GPS observations
 AI8865.and is referenced to NAD 83.
 AI8865
 AI8865.The geoid height was determined by GEOID03.
 AI8865
 AI8865;                    North         East     Units Scale Factor Converg.
 AI8865;SPC NC       -   223,092.501   355,067.373   MT  0.99990713   -1 37 27.1
 AI8865;SPC NC       -   731,929.31  1,164,916.87   sFT  0.99990713   -1 37 27.1
 AI8865;UTM  17      - 3,954,147.680   426,380.392   MT  0.99966679   -0 28 31.4
 AI8865
 AI8865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8865!SPC NC       -   0.99995345  x   0.99990713  =   0.99986059
 AI8865!UTM  17      -   0.99995345  x   0.99966679  =   0.99962026
 AI8865
 AI8865                          SUPERSEDED SURVEY CONTROL
 AI8865
 AI8865  NAD 83(2001)-  35 43 42.80957(N)    081 48 50.57286(W) AD(       ) 1
 AI8865  ELLIP H (03/13/03)  296.595  (m)                       GP(       ) 4 2
 AI8865  NAD 83(1986)-  35 43 42.81760(N)    081 48 50.57470(W) AD(       ) 1
 AI8865
 AI8865.Superseded values are not recommended for survey control.
 AI8865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8865.See file dsdata.txt to determine how the superseded data were derived.
 AI8865
 AI8865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2638054148(NAD 83)
 AI8865_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8865_STAMPING: BUMGARNER 1995
 AI8865_MARK LOGO: NCGS  
 AI8865_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8865+STABILITY: SURFACE MOTION
 AI8865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8865+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8865
 AI8865  HISTORY     - Date     Condition        Report By
 AI8865  HISTORY     - 1995     MONUMENTED       NCGS
 AI8865
 AI8865                          STATION DESCRIPTION
 AI8865
 AI8865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8865'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) WEST OF GLEN ALPINE AND 7.3
 AI8865'MI (11.7 KM) WEST OF MORGANTON.
 AI8865'PROCEED ALONG SR 1233-NORTH POWERHOUSE ROAD FOR 2.95 MI (4.75 KM)
 AI8865'SOUTHWEST FROM NC 126, THENCE SOUTHEAST FOR 2.2 MI (3.5 KM) ALONG SR
 AI8865'1223-NORTH POWERHOUSE ROAD TO A FIELD ROAD AND STATION.
 AI8865'MARK IS ABOUT 2-FEET HIGHER THAN ROAD AND FLUSH WITH SURFACE. LOCATED
 AI8865'75.0 FT (22.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1223, 8.0 FT
 AI8865'(2.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF FIELD ROAD, 2.1 FT (0.6
 AI8865'M) SOUTH-SOUTHWEST OF A WITNESS POST, 111.1 FT (33.9 M) SOUTHEAST OF A
 AI8865'POWER POLE AND 116.2 FT (35.4 M) WEST OF A POWER POLE---BOTH WITH
 AI8865'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0512 ***********************************************************************
 EX0512  DESIGNATION -  BUN
 EX0512  PID         -  EX0512
 EX0512  STATE/COUNTY-  NC/DARE
 EX0512  USGS QUAD   -  WANCHESE (1983)
 EX0512
 EX0512                         *CURRENT SURVEY CONTROL
 EX0512  ___________________________________________________________________
 EX0512* NAD 83(2001)-  35 48 31.52131(N)    075 40 00.17911(W)     ADJUSTED  
 EX0512* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EX0512  ___________________________________________________________________
 EX0512  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EX0512  GEOID HEIGHT-         -38.99  (meters)                     GEOID03
 EX0512  HORZ ORDER  -  THIRD
 EX0512
 EX0512.The horizontal coordinates were established by classical geodetic methods
 EX0512.and adjusted by the National Geodetic Survey in August 2005.
 EX0512
 EX0512.The orthometric height was scaled from a topographic map.
 EX0512
 EX0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0512
 EX0512.The geoid height was determined by GEOID03.
 EX0512
 EX0512;                    North         East     Units Scale Factor Converg.
 EX0512;SPC NC       -   233,439.164   910,785.533   MT  0.99991974   +1 55 25.9
 EX0512;SPC NC       -   765,874.99  2,988,135.54   sFT  0.99991974   +1 55 25.9
 EX0512;UTM  18      - 3,962,942.080   439,765.255   MT  0.99964471   -0 23 24.3
 EX0512
 EX0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0512!SPC NC       -   1.00000617  x   0.99991974  =   0.99992591
 EX0512!UTM  18      -   1.00000617  x   0.99964471  =   0.99965088
 EX0512
 EX0512:                Primary Azimuth Mark                     Grid Az
 EX0512:SPC NC       -  ROANOKE MARSHES LH                       272 40 28.6
 EX0512:UTM  18      -  ROANOKE MARSHES LH                       274 59 18.8
 EX0512
 EX0512|---------------------------------------------------------------------|
 EX0512| PID    Reference Object                     Distance      Geod. Az  |
 EX0512|                                                           dddmmss.s |
 EX0512| EX0522 ROANOKE MARSHES LH                  APPROX. 3.1 KM 2743554.5 |
 EX0512| EX0517 DARE                                APPROX. 6.8 KM 2972406.1 |
 EX0512|---------------------------------------------------------------------|
 EX0512
 EX0512                          SUPERSEDED SURVEY CONTROL
 EX0512
 EX0512  NAD 83(1986)-  35 48 31.53839(N)    075 40 00.18651(W) AD(       ) 3
 EX0512  NAD 27      -  35 48 30.91000(N)    075 40 01.56000(W) AD(       ) 3
 EX0512
 EX0512.Superseded values are not recommended for survey control.
 EX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0512.See file dsdata.txt to determine how the superseded data were derived.
 EX0512
 EX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3976562942(NAD 83)
 EX0512_MARK LOGO: CGS   
 EX0512
 EX0512  HISTORY     - Date     Condition        Report By
 EX0512  HISTORY     - 1915     MONUMENTED       CGS
 EX0512  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EX0512
 EX0512                          STATION DESCRIPTION
 EX0512
 EX0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0512'THE ISLAND (BUMTON ISLAND) IS NOW ENTIRELY DESTROYED.  AND NO
 EX0512'TRACE REMAINS OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4336 ***********************************************************************
 FB4336  DESIGNATION -  BUN 1
 FB4336  PID         -  FB4336
 FB4336  STATE/COUNTY-  NC/BUNCOMBE
 FB4336  USGS QUAD   -  ASHEVILLE (1991)
 FB4336
 FB4336                         *CURRENT SURVEY CONTROL
 FB4336  ___________________________________________________________________
 FB4336* NAD 83(1986)-  35 36 02.     (N)    082 32 49.     (W)     SCALED    
 FB4336* NAVD 88     -       673.026  (meters)    2208.09   (feet)  ADJUSTED  
 FB4336  ___________________________________________________________________
 FB4336  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 FB4336  DYNAMIC HT  -         672.341 (meters)    2205.84  (feet)  COMP
 FB4336  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 FB4336
 FB4336  VERT ORDER  -  SECOND    CLASS I
 FB4336
 FB4336.The horizontal coordinates were scaled from a topographic map and have
 FB4336.an estimated accuracy of +/- 6 seconds.
 FB4336
 FB4336.The orthometric height was determined by differential leveling
 FB4336.and adjusted in June 1994.
 FB4336
 FB4336.The geoid height was determined by GEOID03.
 FB4336
 FB4336.The dynamic height is computed by dividing the NAVD 88
 FB4336.geopotential number by the normal gravity value computed on the
 FB4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB4336.degrees latitude (g = 980.6199 gals.).
 FB4336
 FB4336.The modeled gravity was interpolated from observed gravity values.
 FB4336
 FB4336;                    North         East    Units  Estimated Accuracy
 FB4336;SPC NC       -   211,030.      288,290.      MT  (+/- 180 meters Scaled)
 FB4336
 FB4336                          SUPERSEDED SURVEY CONTROL
 FB4336
 FB4336.No superseded survey control is available for this station.
 FB4336
 FB4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV598407(NAD 83)
 FB4336_MARKER: DB = BENCH MARK DISK
 FB4336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FB4336_SP_SET: STEP
 FB4336_STAMPING: BUN 1 1992
 FB4336_MARK LOGO: NCGS  
 FB4336_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB4336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4336+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 FB4336
 FB4336  HISTORY     - Date     Condition        Report By
 FB4336  HISTORY     - 1992     MONUMENTED       NCGS
 FB4336  HISTORY     - 19980225 GOOD             NCGS
 FB4336  HISTORY     - 20041122 GOOD             USPSQD
 FB4336  HISTORY     - 20060123 GOOD             USPSQD
 FB4336
 FB4336                          STATION DESCRIPTION
 FB4336
 FB4336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB4336'STATION IS LOCATED IN ASHEVILLE AT THE INTERCHANGE BUILDING (59
 FB4336'WOODFIN PLACE).  ALONG CHARLOTTE STREET ABOUT 500 FEET SOUTH OF THE
 FB4336'I-240 UNDERPASS, IN SOUTHEAST QUADRANT OF INTERSECTION WITH WOODFIN
 FB4336'PLACE.  MARK IS SET IN SOUTH END OF FIRST STEP LEADING FROM PARKING
 FB4336'LOT TO WEST ENTRANCE OF BUILDING.
 FB4336
 FB4336                          STATION RECOVERY (1998)
 FB4336
 FB4336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB4336'RECOVERED AS DESCRIBED.
 FB4336
 FB4336                          STATION RECOVERY (2004)
 FB4336
 FB4336'RECOVERY NOTE BY US POWER SQUADRON 2004
 FB4336'RECOVERED IN GOOD CONDITION.
 FB4336
 FB4336                          STATION RECOVERY (2006)
 FB4336
 FB4336'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB4336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4349 ***********************************************************************
 DG4349  DESIGNATION -  BUN 10
 DG4349  PID         -  DG4349
 DG4349  STATE/COUNTY-  NC/BUNCOMBE
 DG4349  USGS QUAD   -  ENKA (1990)
 DG4349
 DG4349                         *CURRENT SURVEY CONTROL
 DG4349  ___________________________________________________________________
 DG4349* NAD 83(1986)-  35 37 21.     (N)    082 39 52.     (W)     SCALED    
 DG4349* NAVD 88     -       638.433  (meters)    2094.59   (feet)  ADJUSTED  
 DG4349  ___________________________________________________________________
 DG4349  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 DG4349  DYNAMIC HT  -         637.786 (meters)    2092.47  (feet)  COMP
 DG4349  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DG4349
 DG4349  VERT ORDER  -  SECOND    CLASS II
 DG4349
 DG4349.The horizontal coordinates were scaled from a topographic map and have
 DG4349.an estimated accuracy of +/- 6 seconds.
 DG4349
 DG4349.The orthometric height was determined by differential leveling
 DG4349.and adjusted in January 2005.
 DG4349.No vertical observational check was made to the station.
 DG4349
 DG4349.The geoid height was determined by GEOID03.
 DG4349
 DG4349.The dynamic height is computed by dividing the NAVD 88
 DG4349.geopotential number by the normal gravity value computed on the
 DG4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4349.degrees latitude (g = 980.6199 gals.).
 DG4349
 DG4349.The modeled gravity was interpolated from observed gravity values.
 DG4349
 DG4349;                    North         East    Units  Estimated Accuracy
 DG4349;SPC NC       -   213,840.      277,750.      MT  (+/- 180 meters Scaled)
 DG4349
 DG4349                          SUPERSEDED SURVEY CONTROL
 DG4349
 DG4349.No superseded survey control is available for this station.
 DG4349
 DG4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV492433(NAD 83)
 DG4349_MARKER: DB = BENCH MARK DISK
 DG4349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4349_SP_SET: MASSIVE STRUCTURE
 DG4349_STAMPING: BUN 10 1999
 DG4349_MARK LOGO: NCGS  
 DG4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4349+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4349
 DG4349  HISTORY     - Date     Condition        Report By
 DG4349  HISTORY     - 1999     MONUMENTED       NCGS
 DG4349
 DG4349                          STATION DESCRIPTION
 DG4349
 DG4349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4349'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF ASHEVILLE AND
 DG4349'2.8 MI (4.5 KM) SOUTHEAST OF LEICESTER.
 DG4349'PROCEED ALONG NC 63 FOR 6.5 MI (10.5 KM) NORTH FROM US 19/23, THENCE
 DG4349'WEST FOR 0.6 MI (1.0 KM) ALONG SR 1004 (NEWFOUND ROAD), TO THE
 DG4349'INTERSECTION WITH SR 1305 (SHREY ROAD), IN THE NORTHEAST QUADRANT. SET
 DG4349'IN THE WEST END OF THE NORTH CULVERT HEADWALL.
 DG4349'MARK IS ABOUT 10 FT (3.0 M) LOWER THAN SR 1004 AND SET FLUSH. LOCATED
 DG4349'33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF SR 1004, 59.5 FT (18.1 M)
 DG4349'EAST OF THE CENTERLINE OF SR 1305, 70.0 FT (21.3 M) NORTHEAST OF THE
 DG4349'CENTERLINE INTERSECTION OF SR 1004 AND SR 1305, 0.5 FT (15.2 CM) EAST
 DG4349'OF THE WEST END OF CULVERT, AND 1.8 FT (0.5 M) SOUTHEAST OF 6-INCH
 DG4349'LOCUST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4350 ***********************************************************************
 DG4350  DESIGNATION -  BUN 11
 DG4350  PID         -  DG4350
 DG4350  STATE/COUNTY-  NC/BUNCOMBE
 DG4350  USGS QUAD   -  ENKA (1990)
 DG4350
 DG4350                         *CURRENT SURVEY CONTROL
 DG4350  ___________________________________________________________________
 DG4350* NAD 83(1986)-  35 37 29.     (N)    082 40 42.     (W)     SCALED    
 DG4350* NAVD 88     -       658.159  (meters)    2159.31   (feet)  ADJUSTED  
 DG4350  ___________________________________________________________________
 DG4350  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 DG4350  DYNAMIC HT  -         657.492 (meters)    2157.12  (feet)  COMP
 DG4350  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 DG4350
 DG4350  VERT ORDER  -  SECOND    CLASS II
 DG4350
 DG4350.The horizontal coordinates were scaled from a topographic map and have
 DG4350.an estimated accuracy of +/- 6 seconds.
 DG4350
 DG4350.The orthometric height was determined by differential leveling
 DG4350.and adjusted in January 2005.
 DG4350.No vertical observational check was made to the station.
 DG4350
 DG4350.The geoid height was determined by GEOID03.
 DG4350
 DG4350.The dynamic height is computed by dividing the NAVD 88
 DG4350.geopotential number by the normal gravity value computed on the
 DG4350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4350.degrees latitude (g = 980.6199 gals.).
 DG4350
 DG4350.The modeled gravity was interpolated from observed gravity values.
 DG4350
 DG4350;                    North         East    Units  Estimated Accuracy
 DG4350;SPC NC       -   214,140.      276,500.      MT  (+/- 180 meters Scaled)
 DG4350
 DG4350                          SUPERSEDED SURVEY CONTROL
 DG4350
 DG4350.No superseded survey control is available for this station.
 DG4350
 DG4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV480436(NAD 83)
 DG4350_MARKER: DB = BENCH MARK DISK
 DG4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4350_STAMPING: BUN 11 1999
 DG4350_MARK LOGO: NCGS  
 DG4350_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4350+STABILITY: SURFACE MOTION
 DG4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4350+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DG4350
 DG4350  HISTORY     - Date     Condition        Report By
 DG4350  HISTORY     - 1999     MONUMENTED       NCGS
 DG4350  HISTORY     - 20070625 GOOD             NCGS
 DG4350
 DG4350                          STATION DESCRIPTION
 DG4350
 DG4350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4350'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF ASHEVILLE AND
 DG4350'2.7 MI (4.3 KM) SOUTHEAST OF LEICESTER.
 DG4350'PROCEED ALONG NC 63 FOR 6.5 MI (10.5 KM) NORTH FROM US 19/23, THENCE
 DG4350'WEST FOR 1.5 MI (2.4 KM) ALONG SR 1004 (NEWFOUND ROAD) TO THE STATION
 DG4350'ON THE SOUTH SHOULDER AND APPROXIMATELY 400 FT (121.9 M) WEST OF THE
 DG4350'COMMUNITY CHAPEL MISSIONARY BAPTIST CHURCH.
 DG4350'MARK IS ABOUT 4 FT (1.2 M) HIGHER THAN SR 1004 AND FLUSH WITH THE
 DG4350'GROUND. LOCATED 25.5 FT (7.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DG4350'SR 1004, 293.0 FT (89.3 M) WEST-NORTHWEST OF THE CENTERLINE OF WEST
 DG4350'GRAVEL ENTRANCE TO CHURCH, --AND 49.6 FT (15.1 M) SOUTH OF UTILITY
 DG4350'POLE, 118.4 FT (36.1 M) NORTHWEST OF 12-INCH PINE, 111.0 FT (33.8 M)
 DG4350'WEST-SOUTHWEST OF 20-INCH MAPLE --WITH REFERENCE TAGS.
 DG4350
 DG4350                          STATION RECOVERY (2007)
 DG4350
 DG4350'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (MDB)
 DG4350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4352 ***********************************************************************
 DG4352  DESIGNATION -  BUN 12
 DG4352  PID         -  DG4352
 DG4352  STATE/COUNTY-  NC/BUNCOMBE
 DG4352  USGS QUAD   -  LEICESTER (1990)
 DG4352
 DG4352                         *CURRENT SURVEY CONTROL
 DG4352  ___________________________________________________________________
 DG4352* NAD 83(1986)-  35 37 33.     (N)    082 41 24.     (W)     SCALED    
 DG4352* NAVD 88     -       678.497  (meters)    2226.04   (feet)  ADJUSTED  
 DG4352  ___________________________________________________________________
 DG4352  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DG4352  DYNAMIC HT  -         677.809 (meters)    2223.78  (feet)  COMP
 DG4352  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 DG4352
 DG4352  VERT ORDER  -  SECOND    CLASS II
 DG4352
 DG4352.The horizontal coordinates were scaled from a topographic map and have
 DG4352.an estimated accuracy of +/- 6 seconds.
 DG4352
 DG4352.The orthometric height was determined by differential leveling
 DG4352.and adjusted in January 2005.
 DG4352.No vertical observational check was made to the station.
 DG4352
 DG4352.The geoid height was determined by GEOID03.
 DG4352
 DG4352.The dynamic height is computed by dividing the NAVD 88
 DG4352.geopotential number by the normal gravity value computed on the
 DG4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4352.degrees latitude (g = 980.6199 gals.).
 DG4352
 DG4352.The modeled gravity was interpolated from observed gravity values.
 DG4352
 DG4352;                    North         East    Units  Estimated Accuracy
 DG4352;SPC NC       -   214,300.      275,450.      MT  (+/- 180 meters Scaled)
 DG4352
 DG4352                          SUPERSEDED SURVEY CONTROL
 DG4352
 DG4352.No superseded survey control is available for this station.
 DG4352
 DG4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV469437(NAD 83)
 DG4352_MARKER: DB = BENCH MARK DISK
 DG4352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4352_SP_SET: GAS PUMP ISLAND
 DG4352_STAMPING: BUN 12 1999
 DG4352_MARK LOGO: NCGS  
 DG4352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4352+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DG4352
 DG4352  HISTORY     - Date     Condition        Report By
 DG4352  HISTORY     - 1999     MONUMENTED       NCGS
 DG4352  HISTORY     - 20070625 GOOD             NCGS
 DG4352
 DG4352                          STATION DESCRIPTION
 DG4352
 DG4352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4352'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF ASHEVILLE AND
 DG4352'1.9 MI (3.1 KM) SOUTH OF LEICESTER.
 DG4352'PROCEED ALONG NC 63 FOR 6.5 MI (10.5 KM) NORTH FROM US 19/23, THENCE
 DG4352'WEST FOR 3.2 MI (5.1 KM) ALONG SR 1004 (NEWFOUND ROAD), TO THE
 DG4352'INTERSECTION WITH RED ROSE LANE, IN SOUTHEAST QUAD OF INTERSECTION.
 DG4352'SET IN OLD GAS PUMP ISLAND IN FRONT OF ABANDONED BLOCK GAS STATION.
 DG4352'MARK IS ABOUT LEVEL WITH SR 1004 AND PROJECTS 2-INCHES ABOVE GROUND.
 DG4352'LOCATED 36.5 FT (11.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1004,
 DG4352'103.0 FT (31.4 M) SOUTHEAST OF THE CENTERLINE INTERSECTION OF SR 1004
 DG4352'AND RED ROSE LANE, 21.0 FT (6.4 M) NORTHWEST OF THE NORTHEAST CORNER
 DG4352'OF A BLOCK BUILDING, 21.0 FT (6.4 M) NORTHEAST OF THE NORTHWEST CORNER
 DG4352'OF BLOCK BUILDING, AND 65.5 FT (20.0 M) EAST OF A UTILITY POLE WITH A
 DG4352'REFERENCE TAG.
 DG4352
 DG4352                          STATION RECOVERY (2007)
 DG4352
 DG4352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (MDB)
 DG4352'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING CORRECTION.  THE
 DG4352'MILEAGE ALONG SR 1004 (NEWFOUND ROAD) FROM NC 63 (LEICESTER HIGHWAY)
 DG4352'SHOULD BE 2.2 MI (3.5 KM), AND NOT 3.2 MI (5.1 KM) AS PREVIOUSLY
 DG4352'REPORTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4351 ***********************************************************************
 DG4351  DESIGNATION -  BUN 13
 DG4351  PID         -  DG4351
 DG4351  STATE/COUNTY-  NC/BUNCOMBE
 DG4351  USGS QUAD   -  ASHEVILLE (1991)
 DG4351
 DG4351                         *CURRENT SURVEY CONTROL
 DG4351  ___________________________________________________________________
 DG4351* NAD 83(1986)-  35 36 10.     (N)    082 37 27.     (W)     SCALED    
 DG4351* NAVD 88     -       684.722  (meters)    2246.46   (feet)  ADJUSTED  
 DG4351  ___________________________________________________________________
 DG4351  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DG4351  DYNAMIC HT  -         684.031 (meters)    2244.19  (feet)  COMP
 DG4351  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 DG4351
 DG4351  VERT ORDER  -  SECOND    CLASS II
 DG4351
 DG4351.The horizontal coordinates were scaled from a topographic map and have
 DG4351.an estimated accuracy of +/- 6 seconds.
 DG4351
 DG4351.The orthometric height was determined by differential leveling
 DG4351.and adjusted in January 2005.
 DG4351.No vertical observational check was made to the station.
 DG4351
 DG4351.The geoid height was determined by GEOID03.
 DG4351
 DG4351.The dynamic height is computed by dividing the NAVD 88
 DG4351.geopotential number by the normal gravity value computed on the
 DG4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4351.degrees latitude (g = 980.6199 gals.).
 DG4351
 DG4351.The modeled gravity was interpolated from observed gravity values.
 DG4351
 DG4351;                    North         East    Units  Estimated Accuracy
 DG4351;SPC NC       -   211,520.      281,310.      MT  (+/- 180 meters Scaled)
 DG4351
 DG4351                          SUPERSEDED SURVEY CONTROL
 DG4351
 DG4351.No superseded survey control is available for this station.
 DG4351
 DG4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV528411(NAD 83)
 DG4351_MARKER: DD = SURVEY DISK
 DG4351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4351_SP_SET: PAD
 DG4351_STAMPING: BUN 13 1999
 DG4351_MARK LOGO: NCDOT 
 DG4351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4351+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4351
 DG4351  HISTORY     - Date     Condition        Report By
 DG4351  HISTORY     - 1999     MONUMENTED       NCDOT
 DG4351
 DG4351                          STATION DESCRIPTION
 DG4351
 DG4351'DESCRIBED BY 
NC DOT 1999
 DG4351'STATION IS LOCATED ABOUT 4.25 MI (6.84 KM) WEST OF ASHEVILLE AND 5.25
 DG4351'MI (8.45 KM) SOUTHEAST OF LEICESTER.
 DG4351'ALONG NC 63 FOR 2.1 MI (3.4 KM) NORTH FROM US 19/23, TO THE ENTRANCE
 DG4351'TO CALDWELLS WELL DRILLING SERVICE. SET IN THE CONCRETE PAD AT THE
 DG4351'FOOT OF DRIVEWAY.
 DG4351'MARK IS ABOUT LEVEL WITH NC 63 AND SET FLUSH. LOCATED 23.0 FT (7.0 M)
 DG4351'EAST-NORTHEAST OF THE CENTERLINE OF NC 63 NORTH BOUND LANES, 41.2 FT
 DG4351'(12.6 M) SOUTHWEST OF NORTH END OF DRIVEWAY CULVERT, 21.5 FT (6.6 M)
 DG4351'NORTHWEST OF NORTHWEST CORNER OF BRICK SIGN, 35.7 FT (10.9 M)
 DG4351'NORTH-NORTHWEST OF TELEPHONE CABLE MAN HOLE, AND 24.6 FT (7.5 M)
 DG4351'NORTHWEST OF UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4387 ***********************************************************************
 DG4387  DESIGNATION -  BUN 14
 DG4387  PID         -  DG4387
 DG4387  STATE/COUNTY-  NC/BUNCOMBE
 DG4387  USGS QUAD   -  WEAVERVILLE (1983)
 DG4387
 DG4387                         *CURRENT SURVEY CONTROL
 DG4387  ___________________________________________________________________
 DG4387* NAD 83(1986)-  35 42 48.     (N)    082 33 43.     (W)     SCALED    
 DG4387* NAVD 88     -       675.980  (meters)    2217.78   (feet)  ADJUSTED  
 DG4387  ___________________________________________________________________
 DG4387  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DG4387  DYNAMIC HT  -         675.298 (meters)    2215.54  (feet)  COMP
 DG4387  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 DG4387
 DG4387  VERT ORDER  -  SECOND    CLASS II
 DG4387
 DG4387.The horizontal coordinates were scaled from a topographic map and have
 DG4387.an estimated accuracy of +/- 6 seconds.
 DG4387
 DG4387.The orthometric height was determined by differential leveling
 DG4387.and adjusted in January 2005.
 DG4387.No vertical observational check was made to the station.
 DG4387
 DG4387.The geoid height was determined by GEOID03.
 DG4387
 DG4387.The dynamic height is computed by dividing the NAVD 88
 DG4387.geopotential number by the normal gravity value computed on the
 DG4387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4387.degrees latitude (g = 980.6199 gals.).
 DG4387
 DG4387.The modeled gravity was interpolated from observed gravity values.
 DG4387
 DG4387;                    North         East    Units  Estimated Accuracy
 DG4387;SPC NC       -   223,580.      287,390.      MT  (+/- 180 meters Scaled)
 DG4387
 DG4387                          SUPERSEDED SURVEY CONTROL
 DG4387
 DG4387.No superseded survey control is available for this station.
 DG4387
 DG4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV587532(NAD 83)
 DG4387_MARKER: DB = BENCH MARK DISK
 DG4387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4387_SP_SET: BRIDGE RETAINING WALL
 DG4387_STAMPING: BUN 14 2001
 DG4387_MARK LOGO: NCGS  
 DG4387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4387+STABILITY: SURFACE MOTION
 DG4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4387+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DG4387
 DG4387  HISTORY     - Date     Condition        Report By
 DG4387  HISTORY     - 2001     MONUMENTED       NCGS
 DG4387  HISTORY     - 20060321 GOOD             USPSQD
 DG4387
 DG4387                          STATION DESCRIPTION
 DG4387
 DG4387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4387'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF
 DG4387'ASHEVILLE, 0.9 MI (1.4 KM) NORTH OF WEAVERVILLE AND 7.8 MI (12.6 KM)
 DG4387'SOUTH OF MARS HILL.
 DG4387'PROCEED ALONG US 19-23 FOR 0.5 MI (0.8 KM) NORTH FROM THE US 25
 DG4387'OVERPASS (IN WEAVERVILLE), THENCE NORTHEAST FOR 0.2 MI (0.3 KM) ALONG
 DG4387'THE MONTECELLO EXIT RAMP, THENCE EAST FOR 0.15 MI (0.24 KM) ALONG
 DG4387'MONTECELLO ROAD, THENCE NORTHWEST FOR 0.15 MI (0.24 KM) ALONG THE
 DG4387'ACCESS ROAD TO US 19-23 NORTH AND CLARKS CHAPEL ROAD TO THE BRIDGE
 DG4387'OVER US 19-23. SET IN THE WINGWALL AT THE SOUTHEAST CORNER.
 DG4387'MARK IS ABOUT LEVEL WITH THE ACCESS ROAD AND PROJECTS 2 INCHES ABOVE
 DG4387'THE GROUND. LOCATED 23.5 FT (7.2 M) EAST OF THE CENTERLINE OF THE
 DG4387'ACCESS ROAD AND 5.6 FT (1.7 M) SOUTH OF THE SOUTH END OF THE BRIDGE
 DG4387'RAILING.
 DG4387
 DG4387                          STATION RECOVERY (2006)
 DG4387
 DG4387'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG4387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4388 ***********************************************************************
 DG4388  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4388  DESIGNATION -  BUN 15
 DG4388  PID         -  DG4388
 DG4388  STATE/COUNTY-  NC/BUNCOMBE
 DG4388  USGS QUAD   -  WEAVERVILLE (1983)
 DG4388
 DG4388                         *CURRENT SURVEY CONTROL
 DG4388  ___________________________________________________________________
 DG4388* NAD 83(2007)-  35 43 34.04638(N)    082 33 18.32303(W)     ADJUSTED  
 DG4388* NAVD 88     -       644.74   (meters)    2115.3    (feet)  GPS OBS   
 DG4388  ___________________________________________________________________
 DG4388  EPOCH DATE  -        2002.00
 DG4388  X           -     671,744.696 (meters)                     COMP
 DG4388  Y           -  -5,140,596.729 (meters)                     COMP
 DG4388  Z           -   3,703,923.425 (meters)                     COMP
 DG4388  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 DG4388  ELLIP HEIGHT-         614.831 (meters)          (02/10/07) ADJUSTED
 DG4388  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DG4388
 DG4388  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4388  Type    PID    Designation                      North   East  Ellip
 DG4388  -------------------------------------------------------------------
 DG4388  NETWORK DG4388 BUN 15                            0.51   0.37   0.82
 DG4388  -------------------------------------------------------------------
 DG4388
 DG4388.The horizontal coordinates were established by GPS observations
 DG4388.and adjusted by the National Geodetic Survey in February 2007.
 DG4388
 DG4388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4388.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4388.The horizontal coordinates are valid at the epoch date displayed above.
 DG4388.The epoch date for horizontal control is a decimal equivalence
 DG4388.of Year/Month/Day.
 DG4388
 DG4388.The orthometric height was determined by GPS observations and a
 DG4388.high-resolution geoid model.
 DG4388.The orthometric height was determined by GPS observations and a
 DG4388.high-resolution geoid model using precise GPS observation and
 DG4388.processing techniques. It supersedes the leveled height previously
 DG4388.determined for this station.
 DG4388
 DG4388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4388
 DG4388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4388
 DG4388.The ellipsoidal height was determined by GPS observations
 DG4388.and is referenced to NAD 83.
 DG4388
 DG4388.The geoid height was determined by GEOID03.
 DG4388
 DG4388;                    North         East     Units Scale Factor Converg.
 DG4388;SPC NC       -   224,972.777   288,055.307   MT  0.99990678   -2 03 06.8
 DG4388;SPC NC       -   738,098.19    945,061.45   sFT  0.99990678   -2 03 06.8
 DG4388;UTM  17      - 3,954,686.941   359,354.913   MT  0.99984376   -0 54 29.5
 DG4388
 DG4388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4388!SPC NC       -   0.99990351  x   0.99990678  =   0.99981030
 DG4388!UTM  17      -   0.99990351  x   0.99984376  =   0.99974728
 DG4388
 DG4388                          SUPERSEDED SURVEY CONTROL
 DG4388
 DG4388  NAD 83(2001)-  35 43 34.04663(N)    082 33 18.32319(W) AD(       ) 1
 DG4388  ELLIP H (01/25/05)  614.827  (m)                       GP(       ) 4 1
 DG4388  NAVD 88 (01/14/05)  644.755  (m)         2115.33   (f) ADJUSTED    2 2
 DG4388
 DG4388.Superseded values are not recommended for survey control.
 DG4388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4388.See file dsdata.txt to determine how the superseded data were derived.
 DG4388
 DG4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5935554687(NAD 83)
 DG4388_MARKER: DB = BENCH MARK DISK
 DG4388_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG4388_SP_SET: LARGE BRIDGE ABUTMENT
 DG4388_STAMPING: BUN 15 2001
 DG4388_MARK LOGO: NCGS  
 DG4388_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4388+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DG4388
 DG4388  HISTORY     - Date     Condition        Report By
 DG4388  HISTORY     - 2001     MONUMENTED       NCGS
 DG4388  HISTORY     - 20040815 GOOD             GEOMET
 DG4388
 DG4388                          STATION DESCRIPTION
 DG4388
 DG4388'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4388'STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH-NORTHWEST OF
 DG4388'ASHEVILLE, 1.8 MI (2.9 KM) NORTH OF WEAVERVILLE AND 6.9 MI (11.1 KM)
 DG4388'SOUTH OF MARS HILL.
 DG4388'ALONG US 19-23 FOR 1.9 MI (3.1 KM) NORTH FROM THE US 25 OVERPASS (IN
 DG4388'WEAVERVILLE) TO THE FLAT CREEK EXIT AND BRIDGE OVER THE HIGHWAY. IN
 DG4388'THE BRIDGE ABUTMENT AT THE SOUTHEAST CORNER OF THE NORTH BOUND BRIDGE.
 DG4388'MARK IS ABOUT 5-FT LOWER THAN US 19-23. LOCATED 25.0 FT (7.6 M) SOUTH
 DG4388'OF THE CENTERLINE OF US 19-23 NORTH BOUND LANES, 2.0 FT (0.6 M) SOUTH
 DG4388'OF THE CONCRETE BRIDGE RAIL, AND 56.0 FT (17.1 M) NORTHEAST OF A
 DG4388'12-INCH MAPLE WITH REFERENCE TAG.
 DG4388
 DG4388                          STATION RECOVERY (2004)
 DG4388
 DG4388'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 DG4388'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MILES) NORTHWEST OF
 DG4388'ASHEVILLE, 11.1 KM (6.9 MILES)  SOUTH OF MARS HILL, AND 2.9 KM (1.8
 DG4388'MILES) NORTH OF WEAVERVILLE.
 DG4388' 
 DG4388'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF US HIGHWAY 25
 DG4388'AND 19-23 (IN  WEAVERVILLE), GO NORTH ON 19-23 FOR 3.1 KM (1.9 MILES)
 DG4388'TO THE FLAT CREEK EXIT AND A BRIDGE  OVER THE HIGHWAY, AND THE STATION
 DG4388'IN THE SOUTHEAST CORNER OF THE NORTH BOUND BRIDGE  ABUTMENT.
 DG4388' 
 DG4388'THE STATION IN AN NCGS ALUMINUM BENCHMARK DISK, STAMPED --BUN 15
 DG4388'2001-- SET IN THE BRIDGE  ABUTMENT.  IT IS 17.1 METERS (56.0 FEET)
 DG4388'NORTHEAST FROM A 12 INCH MAPLE WITH A REFERENCE  TAG, 7.6 METERS (25.0
 DG4388'FEET) SOUTH FROM THE CENTERLINE OF US 19-23 NORTHBOUND LANES, AND  0.6
 DG4388'METER (2.0 FEET) SOUTH FROM THE CONCRETE BRIDGE RAIL,  ABOUT FIVE FEET
 DG4388'LOWER THAN US  19-23.  THE HH1 GPS IS N354334.01, W0823318.32.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4389 ***********************************************************************
 DG4389  DESIGNATION -  BUN 16
 DG4389  PID         -  DG4389
 DG4389  STATE/COUNTY-  NC/BUNCOMBE
 DG4389  USGS QUAD   -  MARS HILL (1990)
 DG4389
 DG4389                         *CURRENT SURVEY CONTROL
 DG4389  ___________________________________________________________________
 DG4389* NAD 83(1986)-  35 46 18.     (N)    082 32 20.     (W)     SCALED    
 DG4389* NAVD 88     -       654.392  (meters)    2146.95   (feet)  ADJUSTED  
 DG4389  ___________________________________________________________________
 DG4389  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DG4389  DYNAMIC HT  -         653.728 (meters)    2144.77  (feet)  COMP
 DG4389  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DG4389
 DG4389  VERT ORDER  -  SECOND    CLASS II
 DG4389
 DG4389.The horizontal coordinates were scaled from a topographic map and have
 DG4389.an estimated accuracy of +/- 6 seconds.
 DG4389
 DG4389.The orthometric height was determined by differential leveling
 DG4389.and adjusted in January 2005.
 DG4389.No vertical observational check was made to the station.
 DG4389
 DG4389.The geoid height was determined by GEOID03.
 DG4389
 DG4389.The dynamic height is computed by dividing the NAVD 88
 DG4389.geopotential number by the normal gravity value computed on the
 DG4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4389.degrees latitude (g = 980.6199 gals.).
 DG4389
 DG4389.The modeled gravity was interpolated from observed gravity values.
 DG4389
 DG4389;                    North         East    Units  Estimated Accuracy
 DG4389;SPC NC       -   229,970.      289,700.      MT  (+/- 180 meters Scaled)
 DG4389
 DG4389                          SUPERSEDED SURVEY CONTROL
 DG4389
 DG4389.No superseded survey control is available for this station.
 DG4389
 DG4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV609597(NAD 83)
 DG4389_MARKER: DB = BENCH MARK DISK
 DG4389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4389_SP_SET: BRIDGE WINGWALL
 DG4389_STAMPING: BUN 16 2001
 DG4389_MARK LOGO: NCGS  
 DG4389_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4389+STABILITY: SURFACE MOTION
 DG4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4389+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DG4389
 DG4389  HISTORY     - Date     Condition        Report By
 DG4389  HISTORY     - 2001     MONUMENTED       NCGS
 DG4389  HISTORY     - 20040107 GOOD             NCGS
 DG4389
 DG4389                          STATION DESCRIPTION
 DG4389
 DG4389'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4389'STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) NORTH OF ASHEVILLE, 5.0 MI
 DG4389'(8.0 KM) NORTH-NORTHEAST OF WEAVERVILLE AND 3.8 MI (6.1 KM) SOUTH OF
 DG4389'MARS HILL.
 DG4389'ALONG US 19-23 FOR 5.3 MI (8.5 KM) NORTH FROM THE US 25 OVERPASS (IN
 DG4389'WEAVERVILLE), TO THE BRIDGE OVER ADKINS BRANCH ROAD. SET IN THE
 DG4389'WINGWALL AT THE NORTHEAST CORNER OF THE NORTH BOUND BRIDGE.
 DG4389'MARK IS LEVEL WITH US 19-23 NORTH BOUND AND PROJECTS 6-INCHES ABOVE
 DG4389'THE GROUND. LOCATED 26.0 FT (7.9 M) EAST OF THE CENTERLINE OF US 19-23
 DG4389'NORTH BOUND LANES, 9.0 MI (14.5 KM) NORTH OF THE NORTH END OF THE
 DG4389'BRIDGE RAILING, 2.0 FT (0.6 M) EAST OF THE GUARD RAIL, AND 2.5 FT (0.8
 DG4389'M) WEST OF A WOODEN RIGHT-OF-WAY FENCE POST WITH REFERENCE TAG.
 DG4389
 DG4389                          STATION RECOVERY (2004)
 DG4389
 DG4389'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DG4389'STATION IS LOCATED 13.4 MI (21.6 KM) NORTH OF ASHEVILLE, 5.0 MI (8.0
 DG4389'KM) NORTHEAST OF WEAVERVILLE, AND 3.8 MI (6.1 KM) SOUTH OF MARS HILL.
 DG4389'PROCEED ALONG US 19/23 FOR 5.3 MI (8.5 KM) NORTH FROM THE US 25
 DG4389'OVERPASS (IN WEAVERVILLE) , TO THE BRIDGE OVER ADKINS BRANCH ROAD, AND
 DG4389'THE STATION SET IN THE WINGWALL AT THE NORTHEAST CORNER OF THE NORTH
 DG4389'BOUND BRIDGE. MARK IS LEVEL WITH US 19/23 NORTHBOUND, 26.0 FT (7.9 M)
 DG4389'EAST OF THE CENTERLINE OF US 19/23 NORTHBOUND, 9.0 FT (2.7 M) NORTH OF
 DG4389'THE NORTH END OF THE BRIDGE RAILING, 2.0 FT (0.6 M) EAST OF GUARD
 DG4389'RAIL, AND 2.5 FT (0.8 M) WEST OF WOODEN RIGHT-OF-WAY FENCE POST, WITH
 DG4389'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4390 ***********************************************************************
 DG4390  DESIGNATION -  BUN 17
 DG4390  PID         -  DG4390
 DG4390  STATE/COUNTY-  NC/BUNCOMBE
 DG4390  USGS QUAD   -  MARS HILL (1990)
 DG4390
 DG4390                         *CURRENT SURVEY CONTROL
 DG4390  ___________________________________________________________________
 DG4390* NAD 83(1986)-  35 47 00.     (N)    082 32 24.     (W)     SCALED    
 DG4390* NAVD 88     -       633.200  (meters)    2077.42   (feet)  ADJUSTED  
 DG4390  ___________________________________________________________________
 DG4390  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DG4390  DYNAMIC HT  -         632.557 (meters)    2075.31  (feet)  COMP
 DG4390  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DG4390
 DG4390  VERT ORDER  -  SECOND    CLASS II
 DG4390
 DG4390.The horizontal coordinates were scaled from a topographic map and have
 DG4390.an estimated accuracy of +/- 6 seconds.
 DG4390
 DG4390.The orthometric height was determined by differential leveling
 DG4390.and adjusted in January 2005.
 DG4390.No vertical observational check was made to the station.
 DG4390
 DG4390.The geoid height was determined by GEOID03.
 DG4390
 DG4390.The dynamic height is computed by dividing the NAVD 88
 DG4390.geopotential number by the normal gravity value computed on the
 DG4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4390.degrees latitude (g = 980.6199 gals.).
 DG4390
 DG4390.The modeled gravity was interpolated from observed gravity values.
 DG4390
 DG4390;                    North         East    Units  Estimated Accuracy
 DG4390;SPC NC       -   231,270.      289,650.      MT  (+/- 180 meters Scaled)
 DG4390
 DG4390                          SUPERSEDED SURVEY CONTROL
 DG4390
 DG4390.No superseded survey control is available for this station.
 DG4390
 DG4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV608610(NAD 83)
 DG4390_MARKER: DB = BENCH MARK DISK
 DG4390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG4390_SP_SET: LARGE BRIDGE ABUTMENT
 DG4390_STAMPING: BUN 17 2001
 DG4390_MARK LOGO: NCGS  
 DG4390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4390+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004
 DG4390
 DG4390  HISTORY     - Date     Condition        Report By
 DG4390  HISTORY     - 2001     MONUMENTED       NCGS
 DG4390  HISTORY     - 20040107 GOOD             NCGS
 DG4390
 DG4390                          STATION DESCRIPTION
 DG4390
 DG4390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG4390'STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) NORTH OF ASHEVILLE, 5.8 MI
 DG4390'(9.3 KM) NORTH OF WEAVERVILLE AND 3.0 MI (4.8 KM) SOUTH OF MARS HILL.
 DG4390'ALONG US 19-23 FOR 6.1 MI (9.8 KM) NORTH FROM THE US 25 OVERPASS (IN
 DG4390'WEAVERVILLE) TO THE BRIDGE OVER FORKS OF IVY ROAD. SET IN THE BRIDGE
 DG4390'ABUTMENT AT THE SOUTHEAST CORNER OF THE NORTH BOUND BRIDGE.
 DG4390'MARK IS ABOUT 8-FEET LOWER THAN US 19-23 NORTHBOUND. LOCATED 23.0 FT
 DG4390'(7.0 M) EAST OF THE CENTERLINE OF US 19-23 NORTHBOUND LANES.
 DG4390
 DG4390                          STATION RECOVERY (2004)
 DG4390
 DG4390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DG4390'STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) NORTH OF ASHEVILLE, 5.8 MI
 DG4390'(9.3 KM) NORTH OF WEAVERVILLE AND 3.0 MI (4.8 KM) SOUTH OF MARS HILL.
 DG4390'PROCEED ALONG US 19/23 FOR 6.1 MI (9.8 KM) NORTH FROM THE US 25
 DG4390'OVERPASS (IN WEAVERVILLE) , TO THE BRIDGE OVER FORKS OF IVY ROAD, AND
 DG4390'THE STATION IN THE BRIDGE ABUTMENT AT THE SOUTHEAST CORNER OF THE
 DG4390'NORTH BOUND BRIDGE. MARK IS ABOUT 8 FEET (2.4 M) LOWER THAN US 19/23
 DG4390'NORTHBOUND AND 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF US 19/23
 DG4390'NORTHBOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5653 ***********************************************************************
 DG5653  DESIGNATION -  BUN 18
 DG5653  PID         -  DG5653
 DG5653  STATE/COUNTY-  NC/BUNCOMBE
 DG5653  USGS QUAD   -  SKYLAND (1991)
 DG5653
 DG5653                         *CURRENT SURVEY CONTROL
 DG5653  ___________________________________________________________________
 DG5653* NAD 83(1986)-  35 27 38.     (N)    082 30 43.     (W)     SCALED    
 DG5653* NAVD 88     -       688.327  (meters)    2258.29   (feet)  ADJUSTED  
 DG5653  ___________________________________________________________________
 DG5653  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DG5653  DYNAMIC HT  -         687.619 (meters)    2255.96  (feet)  COMP
 DG5653  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 DG5653
 DG5653  VERT ORDER  -  SECOND    CLASS II
 DG5653
 DG5653.The horizontal coordinates were scaled from a topographic map and have
 DG5653.an estimated accuracy of +/- 6 seconds.
 DG5653
 DG5653.The orthometric height was determined by differential leveling
 DG5653.and adjusted in October 2005.
 DG5653
 DG5653.The geoid height was determined by GEOID03.
 DG5653
 DG5653.The dynamic height is computed by dividing the NAVD 88
 DG5653.geopotential number by the normal gravity value computed on the
 DG5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5653.degrees latitude (g = 980.6199 gals.).
 DG5653
 DG5653.The modeled gravity was interpolated from observed gravity values.
 DG5653
 DG5653;                    North         East    Units  Estimated Accuracy
 DG5653;SPC NC       -   195,390.      290,910.      MT  (+/- 180 meters Scaled)
 DG5653
 DG5653                          SUPERSEDED SURVEY CONTROL
 DG5653
 DG5653.No superseded survey control is available for this station.
 DG5653
 DG5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV628251(NAD 83)
 DG5653_MARKER: DB = BENCH MARK DISK
 DG5653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5653_SP_SET: LARGE BRIDGE ABUTMENT
 DG5653_STAMPING: BUN 18 2001
 DG5653_MARK LOGO: NCGS  
 DG5653_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5653+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG5653
 DG5653  HISTORY     - Date     Condition        Report By
 DG5653  HISTORY     - 2001     MONUMENTED       NCGS
 DG5653
 DG5653                          STATION DESCRIPTION
 DG5653
 DG5653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5653'STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF ASHEVILLE AND 2.2
 DG5653'MI (3.5 KM) NORTH-NORTHWEST OF FLETCHER. PROCEED ALONG US 25
 DG5653'(ASHEVILLE HIGHWAY) FOR 1.1 MI (1.8 KM) NORTH FROM THE
 DG5653'BUNCOMBE/HENDERSON COUNTY LINE, THENCE NORTH-NORTHEAST FOR 0.05 MI
 DG5653'(0.08 KM) ALONG US 25A (SHELTON CREEK ROAD) TO THE BRIDGE OVER THE
 DG5653'RAILROAD TRACKS, IN THE ABUTMENT AT THE SOUTHWEST CORNER OF THE
 DG5653'BRIDGE. MARK IS ABOUT 4-FEET LOWER THAN US 25A AND PROJECTS 12 INCHES
 DG5653'ABOVE THE GROUND. LOCATED 40.0 FT (12.2 M) WEST OF THE CENTERLINE OF
 DG5653'US 25A, 43.5 FT (13.3 M) EAST OF A METAL BILLBOARD SIGN POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5654 ***********************************************************************
 DG5654  DESIGNATION -  BUN 19
 DG5654  PID         -  DG5654
 DG5654  STATE/COUNTY-  NC/BUNCOMBE
 DG5654  USGS QUAD   -  SKYLAND (1991)
 DG5654
 DG5654                         *CURRENT SURVEY CONTROL
 DG5654  ___________________________________________________________________
 DG5654* NAD 83(1986)-  35 28 06.     (N)    082 31 05.     (W)     SCALED    
 DG5654* NAVD 88     -       668.912  (meters)    2194.59   (feet)  ADJUSTED  
 DG5654  ___________________________________________________________________
 DG5654  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DG5654  DYNAMIC HT  -         668.226 (meters)    2192.34  (feet)  COMP
 DG5654  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 DG5654
 DG5654  VERT ORDER  -  SECOND    CLASS II
 DG5654
 DG5654.The horizontal coordinates were scaled from a topographic map and have
 DG5654.an estimated accuracy of +/- 6 seconds.
 DG5654
 DG5654.The orthometric height was determined by differential leveling
 DG5654.and adjusted in October 2005.
 DG5654
 DG5654.The geoid height was determined by GEOID03.
 DG5654
 DG5654.The dynamic height is computed by dividing the NAVD 88
 DG5654.geopotential number by the normal gravity value computed on the
 DG5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5654.degrees latitude (g = 980.6199 gals.).
 DG5654
 DG5654.The modeled gravity was interpolated from observed gravity values.
 DG5654
 DG5654;                    North         East    Units  Estimated Accuracy
 DG5654;SPC NC       -   196,270.      290,390.      MT  (+/- 180 meters Scaled)
 DG5654
 DG5654                          SUPERSEDED SURVEY CONTROL
 DG5654
 DG5654.No superseded survey control is available for this station.
 DG5654
 DG5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV622260(NAD 83)
 DG5654_MARKER: DB = BENCH MARK DISK
 DG5654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5654_SP_SET: CULVERT HEADWALL
 DG5654_STAMPING: BUN 19 2001
 DG5654_MARK LOGO: NCGS  
 DG5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5654+STABILITY: SURFACE MOTION
 DG5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5654+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DG5654
 DG5654  HISTORY     - Date     Condition        Report By
 DG5654  HISTORY     - 2001     MONUMENTED       NCGS
 DG5654  HISTORY     - 20060316 GOOD             USPSQD
 DG5654
 DG5654                          STATION DESCRIPTION
 DG5654
 DG5654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5654'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF ASHEVILLE AND 2.8
 DG5654'MI (4.5 KM) NORTH-NORTHWEST OF FLETCHER, IN THE ARDEN COMMUNITY. ALONG
 DG5654'US 25 (ASHEVILLE HIGHWAY) FOR 3.7 MI (6.0 KM) SOUTH FROM THE BLUE
 DG5654'RIDGE PARKWAY OVERPASS, IN THE SOUTH END OF THE EAST CULVERT HEADWALL.
 DG5654'MARK IS ABOUT 2-FEET LOWER THAN US 25. LOCATED 22.0 FT (6.7 M)
 DG5654'EAST-NORTHEAST OF THE CENTERLINE OF US 25 (NORTH BOUND LANES), 39.5 FT
 DG5654'(12.0 M) SOUTHWEST OF A METAL POLE FOR THE BILLBOARD SIGN, 14.8 FT
 DG5654'(4.5 M) EAST-SOUTHEAST OF A DROP INLET AND 28.0 FT (8.5 M) SOUTH OF A
 DG5654'POWER POLE WITH A REFERENCE TAG.
 DG5654
 DG5654                          STATION RECOVERY (2006)
 DG5654
 DG5654'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8670 ***********************************************************************
 AF8670  DESIGNATION -  BUN 2
 AF8670  PID         -  AF8670
 AF8670  STATE/COUNTY-  NC/BUNCOMBE
 AF8670  USGS QUAD   -  ASHEVILLE (1991)
 AF8670
 AF8670                         *CURRENT SURVEY CONTROL
 AF8670  ___________________________________________________________________
 AF8670* NAD 83(1986)-  35 34 44.     (N)    082 32 57.     (W)     SCALED    
 AF8670* NAVD 88     -       659.252  (meters)    2162.90   (feet)  ADJUSTED  
 AF8670  ___________________________________________________________________
 AF8670  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AF8670  DYNAMIC HT  -         658.585 (meters)    2160.71  (feet)  COMP
 AF8670  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 AF8670
 AF8670  VERT ORDER  -  SECOND    CLASS I
 AF8670
 AF8670.The horizontal coordinates were scaled from a topographic map and have
 AF8670.an estimated accuracy of +/- 6 seconds.
 AF8670
 AF8670.The orthometric height was determined by differential leveling
 AF8670.and adjusted in July 1998.
 AF8670
 AF8670.The geoid height was determined by GEOID03.
 AF8670
 AF8670.The dynamic height is computed by dividing the NAVD 88
 AF8670.geopotential number by the normal gravity value computed on the
 AF8670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8670.degrees latitude (g = 980.6199 gals.).
 AF8670
 AF8670.The modeled gravity was interpolated from observed gravity values.
 AF8670
 AF8670;                    North         East    Units  Estimated Accuracy
 AF8670;SPC NC       -   208,630.      288,010.      MT  (+/- 180 meters Scaled)
 AF8670
 AF8670                          SUPERSEDED SURVEY CONTROL
 AF8670
 AF8670.No superseded survey control is available for this station.
 AF8670
 AF8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV596383(NAD 83)
 AF8670_MARKER: DB = BENCH MARK DISK
 AF8670_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AF8670_SP_SET: MASSIVE STRUCTURE
 AF8670_STAMPING: BUN 2 1998
 AF8670_MARK LOGO: NCGS  
 AF8670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8670+STABILITY: POSITION/ELEVATION WELL
 AF8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8670+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 AF8670
 AF8670  HISTORY     - Date     Condition        Report By
 AF8670  HISTORY     - 1998     MONUMENTED       NCGS
 AF8670  HISTORY     - 20041125 GOOD             USPSQD
 AF8670  HISTORY     - 20060125 GOOD             USPSQD
 AF8670
 AF8670                          STATION DESCRIPTION
 AF8670
 AF8670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 AF8670'STATION IS LOCATED IN ASHEVILLE, AT THE MISSION-ST JOSEPHS HOSPITAL.
 AF8670'MARK IS SET VERTICALLY IN THE CENTER OF THE EAST FOUNDATION SUPPORT
 AF8670'WALL OF THE MAHEC BUILDING SPANNING US 25 (BILTMORE AVENUE), ABOUT
 AF8670'4-FEET HIGHER THAN BILTMORE AVENUE.
 AF8670
 AF8670                          STATION RECOVERY (2004)
 AF8670
 AF8670'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF8670'RECOVERED IN GOOD CONDITION.
 AF8670
 AF8670                          STATION RECOVERY (2006)
 AF8670
 AF8670'RECOVERY NOTE BY US POWER SQUADRON 2006
 AF8670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5655 ***********************************************************************
 DG5655  DESIGNATION -  BUN 20
 DG5655  PID         -  DG5655
 DG5655  STATE/COUNTY-  NC/BUNCOMBE
 DG5655  USGS QUAD   -  SKYLAND (1991)
 DG5655
 DG5655                         *CURRENT SURVEY CONTROL
 DG5655  ___________________________________________________________________
 DG5655* NAD 83(1986)-  35 28 37.     (N)    082 31 29.     (W)     SCALED    
 DG5655* NAVD 88     -       667.977  (meters)    2191.52   (feet)  ADJUSTED  
 DG5655  ___________________________________________________________________
 DG5655  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DG5655  DYNAMIC HT  -         667.293 (meters)    2189.28  (feet)  COMP
 DG5655  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 DG5655
 DG5655  VERT ORDER  -  SECOND    CLASS II
 DG5655
 DG5655.The horizontal coordinates were scaled from a topographic map and have
 DG5655.an estimated accuracy of +/- 6 seconds.
 DG5655
 DG5655.The orthometric height was determined by differential leveling
 DG5655.and adjusted in October 2005.
 DG5655
 DG5655.The geoid height was determined by GEOID03.
 DG5655
 DG5655.The dynamic height is computed by dividing the NAVD 88
 DG5655.geopotential number by the normal gravity value computed on the
 DG5655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5655.degrees latitude (g = 980.6199 gals.).
 DG5655
 DG5655.The modeled gravity was interpolated from observed gravity values.
 DG5655
 DG5655;                    North         East    Units  Estimated Accuracy
 DG5655;SPC NC       -   197,250.      289,820.      MT  (+/- 180 meters Scaled)
 DG5655
 DG5655                          SUPERSEDED SURVEY CONTROL
 DG5655
 DG5655.No superseded survey control is available for this station.
 DG5655
 DG5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV616270(NAD 83)
 DG5655_MARKER: DB = BENCH MARK DISK
 DG5655_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5655_SP_SET: CONCRETE STEP
 DG5655_STAMPING: BUN 20 2001
 DG5655_MARK LOGO: NCGS  
 DG5655_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5655+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DG5655
 DG5655  HISTORY     - Date     Condition        Report By
 DG5655  HISTORY     - 2001     MONUMENTED       NCGS
 DG5655  HISTORY     - 20060316 GOOD             USPSQD
 DG5655
 DG5655                          STATION DESCRIPTION
 DG5655
 DG5655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5655'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF ASHEVILLE, 3.5 MI
 DG5655'(5.6 KM) NORTH-NORTHWEST OF FLETCHER, AND 0.5 MI (0.8 KM) SOUTH OF
 DG5655'SKYLAND. ALONG US 25 (ASHEVILLE HIGHWAY) FOR 3.0 MI (4.8 KM) SOUTH
 DG5655'FROM THE BLUE RIDGE PARKWAY OVERPASS TO THE ARDEN PRESBYTERIAN CHURCH,
 DG5655'IN THE EAST END OF THE BOTTOM STEP, AT THE NORTH END OF THE CHURCH
 DG5655'PARKING LOT. MARK IS ABOUT 1-FOOT HIGHER THAN THE LOWER PARKING LOT
 DG5655'AND PROJECTS 6-INCHES ABOVE THE GROUND. LOCATED 309.0 FT (94.2 M)
 DG5655'WEST-SOUTHWEST OF THE CENTERLINE OF US 25 (SOUTHBOUND LANES), 5.8 FT
 DG5655'(1.8 M) SOUTHEAST OF THE BACK OF CURB OF LOWER PARKING LOT AND 20.0 FT
 DG5655'(6.1 M) NORTHWEST OF A LIGHT POLE.
 DG5655
 DG5655                          STATION RECOVERY (2006)
 DG5655
 DG5655'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5656 ***********************************************************************
 DG5656  DESIGNATION -  BUN 21
 DG5656  PID         -  DG5656
 DG5656  STATE/COUNTY-  NC/BUNCOMBE
 DG5656  USGS QUAD   -  SKYLAND (1991)
 DG5656
 DG5656                         *CURRENT SURVEY CONTROL
 DG5656  ___________________________________________________________________
 DG5656* NAD 83(1986)-  35 29 10.     (N)    082 31 32.     (W)     SCALED    
 DG5656* NAVD 88     -       672.590  (meters)    2206.66   (feet)  ADJUSTED  
 DG5656  ___________________________________________________________________
 DG5656  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DG5656  DYNAMIC HT  -         671.903 (meters)    2204.40  (feet)  COMP
 DG5656  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 DG5656
 DG5656  VERT ORDER  -  SECOND    CLASS II
 DG5656
 DG5656.The horizontal coordinates were scaled from a topographic map and have
 DG5656.an estimated accuracy of +/- 6 seconds.
 DG5656
 DG5656.The orthometric height was determined by differential leveling
 DG5656.and adjusted in October 2005.
 DG5656
 DG5656.The geoid height was determined by GEOID03.
 DG5656
 DG5656.The dynamic height is computed by dividing the NAVD 88
 DG5656.geopotential number by the normal gravity value computed on the
 DG5656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5656.degrees latitude (g = 980.6199 gals.).
 DG5656
 DG5656.The modeled gravity was interpolated from observed gravity values.
 DG5656
 DG5656;                    North         East    Units  Estimated Accuracy
 DG5656;SPC NC       -   198,270.      289,780.      MT  (+/- 180 meters Scaled)
 DG5656
 DG5656                          SUPERSEDED SURVEY CONTROL
 DG5656
 DG5656.No superseded survey control is available for this station.
 DG5656
 DG5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV616280(NAD 83)
 DG5656_MARKER: DB = BENCH MARK DISK
 DG5656_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5656_SP_SET: CULVERT HEADWALL
 DG5656_STAMPING: BUN 21 2001
 DG5656_MARK LOGO: NCGS  
 DG5656_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5656+STABILITY: SURFACE MOTION
 DG5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5656+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DG5656
 DG5656  HISTORY     - Date     Condition        Report By
 DG5656  HISTORY     - 2001     MONUMENTED       NCGS
 DG5656  HISTORY     - 20060321 GOOD             USPSQD
 DG5656
 DG5656                          STATION DESCRIPTION
 DG5656
 DG5656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5656'STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF ASHEVILLE, 1.5 MI
 DG5656'(2.4 KM) NORTH-NORTHWEST OF ARDEN, IN THE SKYLAND COMMUNITY. ALONG US
 DG5656'25 (ASHEVILLE HIGHWAY) FOR 2.4 MI (3.9 KM) SOUTH FROM THE BLUE RIDGE
 DG5656'PARKWAY OVERPASS TO THE INTERSECTION WITH ALLEN AVENUE, IN THE
 DG5656'SOUTHWEST QUADRANT, AT THE ASHEVILLE EYE ASSOCIATES AND IN THE SOUTH
 DG5656'END OF THE WEST CULVERT HEADWALL. MARK IS ABOUT 3-FEET LOWER THAN US
 DG5656'25 (SOUTHBOUND LANES). LOCATED 29.5 FT (9.0 M) WEST OF THE CENTERLINE
 DG5656'OF US 25 (SOUTHBOUND LANES), 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE
 DG5656'OF ALLEN AVENUE, 23.5 FT (7.2 M) SOUTH OF A NATURAL GAS VALVE AND 60.5
 DG5656'FT (18.4 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
 DG5656
 DG5656                          STATION RECOVERY (2006)
 DG5656
 DG5656'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5657 ***********************************************************************
 DG5657  DESIGNATION -  BUN 22
 DG5657  PID         -  DG5657
 DG5657  STATE/COUNTY-  NC/BUNCOMBE
 DG5657  USGS QUAD   -  SKYLAND (1991)
 DG5657
 DG5657                         *CURRENT SURVEY CONTROL
 DG5657  ___________________________________________________________________
 DG5657* NAD 83(1986)-  35 29 28.     (N)    082 31 24.     (W)     SCALED    
 DG5657* NAVD 88     -       689.994  (meters)    2263.76   (feet)  ADJUSTED  
 DG5657  ___________________________________________________________________
 DG5657  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DG5657  DYNAMIC HT  -         689.291 (meters)    2261.45  (feet)  COMP
 DG5657  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 DG5657
 DG5657  VERT ORDER  -  SECOND    CLASS II
 DG5657
 DG5657.The horizontal coordinates were scaled from a topographic map and have
 DG5657.an estimated accuracy of +/- 6 seconds.
 DG5657
 DG5657.The orthometric height was determined by differential leveling
 DG5657.and adjusted in October 2005.
 DG5657
 DG5657.The geoid height was determined by GEOID03.
 DG5657
 DG5657.The dynamic height is computed by dividing the NAVD 88
 DG5657.geopotential number by the normal gravity value computed on the
 DG5657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5657.degrees latitude (g = 980.6199 gals.).
 DG5657
 DG5657.The modeled gravity was interpolated from observed gravity values.
 DG5657
 DG5657;                    North         East    Units  Estimated Accuracy
 DG5657;SPC NC       -   198,810.      290,000.      MT  (+/- 180 meters Scaled)
 DG5657
 DG5657                          SUPERSEDED SURVEY CONTROL
 DG5657
 DG5657.No superseded survey control is available for this station.
 DG5657
 DG5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV618285(NAD 83)
 DG5657_MARKER: DB = BENCH MARK DISK
 DG5657_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5657_SP_SET: CONCRETE TRAFFIC ISLAND
 DG5657_STAMPING: BUN 22 2001
 DG5657_MARK LOGO: NCGS  
 DG5657_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5657+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DG5657
 DG5657  HISTORY     - Date     Condition        Report By
 DG5657  HISTORY     - 2001     MONUMENTED       NCGS
 DG5657  HISTORY     - 20060321 GOOD             USPSQD
 DG5657
 DG5657                          STATION DESCRIPTION
 DG5657
 DG5657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5657'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF ASHEVILLE, 4.4 MI
 DG5657'(7.1 KM) NORTH-NORTHWEST OF FLETCHER, AND 0.5 MI (0.8 KM)
 DG5657'NORTH-NORTHEAST OF SKYLAND. ALONG US 25 (ASHEVILLE HIGHWAY) FOR 2.0 MI
 DG5657'(3.2 KM) SOUTH FROM THE BLUE RIDGE PARKWAY OVERPASS TO THE
 DG5657'INTERSECTION WITH OAK FOREST BOULEVARD, IN THE EAST END OF THE
 DG5657'CONCRETE TRAFFIC ISLAND. MARK IS ABOUT LEVEL WITH US 25 (SOUTHBOUND
 DG5657'LANES) AND PROJECTS 8-INCHES ABOVE THE GROUND. LOCATED 26.5 FT (8.1 M)
 DG5657'WEST-NORTHWEST OF THE CENTERLINE OF US 25 (SOUTHBOUND LANES) AND 55.3
 DG5657'FT (16.9 M) SOUTHWEST OF A POWER POLE WITH REFERENCE TAG.
 DG5657
 DG5657                          STATION RECOVERY (2006)
 DG5657
 DG5657'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5658 ***********************************************************************
 DG5658  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5658  DESIGNATION -  BUN 23
 DG5658  PID         -  DG5658
 DG5658  STATE/COUNTY-  NC/BUNCOMBE
 DG5658  USGS QUAD   -  SKYLAND (1991)
 DG5658
 DG5658                         *CURRENT SURVEY CONTROL
 DG5658  ___________________________________________________________________
 DG5658* NAD 83(2007)-  35 29 58.53937(N)    082 31 07.78023(W)     ADJUSTED  
 DG5658* NAVD 88     -       692.76   (meters)    2272.8    (feet)  GPS OBS   
 DG5658  ___________________________________________________________________
 DG5658  EPOCH DATE  -        2002.00
 DG5658  X           -     676,908.818 (meters)                     COMP
 DG5658  Y           -  -5,154,721.686 (meters)                     COMP
 DG5658  Z           -   3,683,516.212 (meters)                     COMP
 DG5658  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DG5658  ELLIP HEIGHT-         662.792 (meters)          (02/10/07) ADJUSTED
 DG5658  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DG5658
 DG5658  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG5658  Type    PID    Designation                      North   East  Ellip
 DG5658  -------------------------------------------------------------------
 DG5658  NETWORK DG5658 BUN 23                            0.39   0.29   0.55
 DG5658  -------------------------------------------------------------------
 DG5658
 DG5658.The horizontal coordinates were established by GPS observations
 DG5658.and adjusted by the National Geodetic Survey in February 2007.
 DG5658
 DG5658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG5658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG5658.The horizontal coordinates are valid at the epoch date displayed above.
 DG5658.The epoch date for horizontal control is a decimal equivalence
 DG5658.of Year/Month/Day.
 DG5658
 DG5658.The orthometric height was determined by GPS observations and a
 DG5658.high-resolution geoid model.
 DG5658.The orthometric height was determined by GPS observations and a
 DG5658.high-resolution geoid model using precise GPS observation and
 DG5658.processing techniques. It supersedes the leveled height previously
 DG5658.determined for this station.
 DG5658
 DG5658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5658
 DG5658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5658
 DG5658.The ellipsoidal height was determined by GPS observations
 DG5658.and is referenced to NAD 83.
 DG5658
 DG5658.The geoid height was determined by GEOID03.
 DG5658
 DG5658;                    North         East     Units Scale Factor Converg.
 DG5658;SPC NC       -   199,740.505   290,443.053   MT  0.99988191   -2 01 51.5
 DG5658;SPC NC       -   655,315.31    952,895.25   sFT  0.99988191   -2 01 51.5
 DG5658;UTM  17      - 3,929,508.852   362,246.803   MT  0.99983385   -0 52 55.6
 DG5658
 DG5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5658!SPC NC       -   0.99989598  x   0.99988191  =   0.99977790
 DG5658!UTM  17      -   0.99989598  x   0.99983385  =   0.99972985
 DG5658
 DG5658                          SUPERSEDED SURVEY CONTROL
 DG5658
 DG5658  NAD 83(2001)-  35 29 58.53949(N)    082 31 07.78026(W) AD(       ) 1
 DG5658  ELLIP H (01/25/05)  662.814  (m)                       GP(       ) 4 1
 DG5658  NAVD 88 (10/31/05)  692.720  (m)         2272.70   (f) ADJUSTED    2 2
 DG5658
 DG5658.Superseded values are not recommended for survey control.
 DG5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5658.See file dsdata.txt to determine how the superseded data were derived.
 DG5658
 DG5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6224729509(NAD 83)
 DG5658_MARKER: DB = BENCH MARK DISK
 DG5658_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5658_SP_SET: CONCRETE FOOTING
 DG5658_STAMPING: BUN 23 2001
 DG5658_MARK LOGO: NCGS  
 DG5658_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5658+STABILITY: SURFACE MOTION
 DG5658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5658+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 DG5658
 DG5658  HISTORY     - Date     Condition        Report By
 DG5658  HISTORY     - 2001     MONUMENTED       NCGS
 DG5658  HISTORY     - 20040815 GOOD             GEOMET
 DG5658
 DG5658                          STATION DESCRIPTION
 DG5658
 DG5658'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5658'STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF ASHEVILLE AND 1.1 MI
 DG5658'(1.8 KM) NORTH-NORTHEAST OF SKYLAND. PROCEED ALONG US 25A (SWEETEN
 DG5658'CREEK ROAD) FOR 1.75 MI (2.82 KM) SOUTH FROM THE BLUE RIDGE PARKWAY
 DG5658'OVERPASS, THENCE WEST FOR 0.05 MI (0.08 KM) ALONG MILLS GAP ROAD TO
 DG5658'THE RAILROAD TRACKS, ABOUT 200-FEET NORTH ALONG THE RAILROAD SPUR LINE
 DG5658'AT THE RAIL CAR UNLOADING CHUTE AND IN THE NORTHEAST CORNER OF THE
 DG5658'CONCRETE FOOTING WITH THE PULLY ATTACHED TO THE TOP. MARK IS ABOUT
 DG5658'LEVEL WITH THE SPUR LINE AND PROJECTS 6-INCHES ABOVE THE GROUND.
 DG5658'LOCATED 2.8 FT (0.9 M) WEST OF THE WEST RAIL OF THE SPUR TRACK, 47.5
 DG5658'FT (14.5 M) SOUTH OF THE CENTER OF THE RAIL CAR UNLOADING CHUTE AND
 DG5658'64.2 FT (19.6 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
 DG5658
 DG5658                          STATION RECOVERY (2004)
 DG5658
 DG5658'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 DG5658'THE STATION IS LOCATED ABOUT 29.3 KM (18.2 MILES) EAST OF CANTON, 8.7
 DG5658'KM (5.4 MILES)  SOUTH OF ASHEVILLE AND 7.2 KM (4.5 MILES) NORTH OF THE
 DG5658'ASHEVILLE REGIONAL AIRPORT.
 DG5658' 
 DG5658'TO REACH THE STATION FROM THE BLUE RIDGE PARKWAY OVERPASS OF US
 DG5658'HIGHWAY 25A (SWEETEN  CREEK ROAD), GO SOUTH ON US 25A FOR 2.8 KM (1.8
 DG5658'MILES) TO MILLS GAP ROAD.  GO WEST ON MILLS  GAP ROAD FOR 0.2 KM (0.1
 DG5658'MILE) TO THE RAILROAD TRACKS, CONTINUE FOR 0.2 KM (0.1 MILE) TO A
 DG5658'SHOPPING CENTER ENTRANCE ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE WAY
 DG5658'AND TAKE AN  IMMEDIATE RIGHT FOLLOWING THE SOUTH EDGE OF THE PARKING
 DG5658'LOT TO THE RAIL CAR  UNLOADING CHUTE AND THE STATION.
 DG5658' 
 DG5658'THE STATION IS AN NCGS BENCHMARK DISK, STAMPED --BUN 23 2001-- SET IN
 DG5658'A DRILL HOLE IN A  CONCRETE FOUNDATION.  IT IS FLUSH WITH THE
 DG5658'CONCRETE, WHICH PROJECTS SIX INCHES ABOVE  THE GROUND.  IT IS 19.6
 DG5658'METERS (64.2 FEET) NORTHWEST FROM A LIGHT POLE WITH A REFERENCE  TAG,
 DG5658'14.5 METERS (47.5 FEET) SOUTH FROM THE RAILCAR UNLOADING CHUTE, 2.5
 DG5658'METERS (8.3 FEET)  NORTH FROM A SIGN POST READING CLOSE CLEARANCE, 0.9
 DG5658'METER (2.8 FEET) WEST FROM WEST RAIL OF A SPUR TRACK, AND 0.6 METER
 DG5658'(1.9 FEET) NORTH FROM THE CENTER OF THE PULLEY.  THE HH1 GPS IS
 DG5658'N352958.53, W0823107.77.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5659 ***********************************************************************
 DG5659  DESIGNATION -  BUN 24
 DG5659  PID         -  DG5659
 DG5659  STATE/COUNTY-  NC/BUNCOMBE
 DG5659  USGS QUAD   -  ASHEVILLE (1991)
 DG5659
 DG5659                         *CURRENT SURVEY CONTROL
 DG5659  ___________________________________________________________________
 DG5659* NAD 83(1986)-  35 30 27.     (N)    082 31 02.     (W)     SCALED    
 DG5659* NAVD 88     -       688.785  (meters)    2259.79   (feet)  ADJUSTED  
 DG5659  ___________________________________________________________________
 DG5659  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DG5659  DYNAMIC HT  -         688.086 (meters)    2257.50  (feet)  COMP
 DG5659  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 DG5659
 DG5659  VERT ORDER  -  SECOND    CLASS II
 DG5659
 DG5659.The horizontal coordinates were scaled from a topographic map and have
 DG5659.an estimated accuracy of +/- 6 seconds.
 DG5659
 DG5659.The orthometric height was determined by differential leveling
 DG5659.and adjusted in October 2005.
 DG5659
 DG5659.The geoid height was determined by GEOID03.
 DG5659
 DG5659.The dynamic height is computed by dividing the NAVD 88
 DG5659.geopotential number by the normal gravity value computed on the
 DG5659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5659.degrees latitude (g = 980.6199 gals.).
 DG5659
 DG5659.The modeled gravity was interpolated from observed gravity values.
 DG5659
 DG5659;                    North         East    Units  Estimated Accuracy
 DG5659;SPC NC       -   200,610.      290,620.      MT  (+/- 180 meters Scaled)
 DG5659
 DG5659                          SUPERSEDED SURVEY CONTROL
 DG5659
 DG5659.No superseded survey control is available for this station.
 DG5659
 DG5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV624303(NAD 83)
 DG5659_MARKER: DB = BENCH MARK DISK
 DG5659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5659_SP_SET: CULVERT HEADWALL
 DG5659_STAMPING: BUN 24 2001
 DG5659_MARK LOGO: NCGS  
 DG5659_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5659+STABILITY: SURFACE MOTION
 DG5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5659+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DG5659
 DG5659  HISTORY     - Date     Condition        Report By
 DG5659  HISTORY     - 2001     MONUMENTED       NCGS
 DG5659  HISTORY     - 20060321 GOOD             USPSQD
 DG5659
 DG5659                          STATION DESCRIPTION
 DG5659
 DG5659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5659'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF ASHEVILLE AND 1.7 MI
 DG5659'(2.7 KM) NORTH-NORTHEAST OF SKYLAND. ALONG US 25A (SWEETEN CREEK ROAD)
 DG5659'FOR 1.2 MI (1.9 KM) SOUTH FROM THE BLUE RIDGE PARKWAY OVERPASS TO THE
 DG5659'ENTRANCE TO THE GIVENS ESTATE (A UNITED METHODIST RETIREMENT
 DG5659'COMMUNITY). STATION IS IN THE NORTHEAST QUADRANT, ABOUT 150-FT NORTH
 DG5659'OF THE INTERSECTION, IN THE NORTH END OF THE EAST HEADWALL. MARK IS
 DG5659'ABOUT 12-FEET LOWER THAN US 25A. LOCATED 35.0 FT (10.7 M) EAST OF THE
 DG5659'CENTERLINE OF US 25A--AND 5.5 FT (1.7 M) SOUTH-SOUTHEAST OF A 50-INCH
 DG5659'SYCAMORE, 12.0 FT (3.7 M) WEST-NORTHWEST OF A 20-INCH SYCAMORE, 12.5
 DG5659'FT (3.8 M) NORTH OF A 18-INCH MAPLE--ALL THREE WITH REFERENCE TAGS.
 DG5659
 DG5659                          STATION RECOVERY (2006)
 DG5659
 DG5659'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5660 ***********************************************************************
 DG5660  DESIGNATION -  BUN 25
 DG5660  PID         -  DG5660
 DG5660  STATE/COUNTY-  NC/BUNCOMBE
 DG5660  USGS QUAD   -  ASHEVILLE (1991)
 DG5660
 DG5660                         *CURRENT SURVEY CONTROL
 DG5660  ___________________________________________________________________
 DG5660* NAD 83(1986)-  35 31 02.     (N)    082 31 18.     (W)     SCALED    
 DG5660* NAVD 88     -       700.872  (meters)    2299.44   (feet)  ADJUSTED  
 DG5660  ___________________________________________________________________
 DG5660  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DG5660  DYNAMIC HT  -         700.162 (meters)    2297.11  (feet)  COMP
 DG5660  MODELED GRAV-     979,597.4   (mgal)                       NAVD 88
 DG5660
 DG5660  VERT ORDER  -  SECOND    CLASS II
 DG5660
 DG5660.The horizontal coordinates were scaled from a topographic map and have
 DG5660.an estimated accuracy of +/- 6 seconds.
 DG5660
 DG5660.The orthometric height was determined by differential leveling
 DG5660.and adjusted in October 2005.
 DG5660
 DG5660.The geoid height was determined by GEOID03.
 DG5660
 DG5660.The dynamic height is computed by dividing the NAVD 88
 DG5660.geopotential number by the normal gravity value computed on the
 DG5660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5660.degrees latitude (g = 980.6199 gals.).
 DG5660
 DG5660.The modeled gravity was interpolated from observed gravity values.
 DG5660
 DG5660;                    North         East    Units  Estimated Accuracy
 DG5660;SPC NC       -   201,700.      290,260.      MT  (+/- 180 meters Scaled)
 DG5660
 DG5660                          SUPERSEDED SURVEY CONTROL
 DG5660
 DG5660.No superseded survey control is available for this station.
 DG5660
 DG5660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV620314(NAD 83)
 DG5660_MARKER: DB = BENCH MARK DISK
 DG5660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5660_SP_SET: CULVERT HEADWALL
 DG5660_STAMPING: BUN 25 2001
 DG5660_MARK LOGO: NCGS  
 DG5660_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5660+STABILITY: SURFACE MOTION
 DG5660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5660+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 DG5660
 DG5660  HISTORY     - Date     Condition        Report By
 DG5660  HISTORY     - 2001     MONUMENTED       NCGS
 DG5660  HISTORY     - 20060323 GOOD             USPSQD
 DG5660
 DG5660                          STATION DESCRIPTION
 DG5660
 DG5660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DG5660'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF ASHEVILLE AND 2.3 MI
 DG5660'(3.7 KM) NORTH OF SKYLAND. PROCEED ALONG US 25A (SWEETEN CREEK ROAD)
 DG5660'FOR 0.5 MI (0.8 KM) SOUTH FROM THE BLUE RIDGE PARKWAY OVERPASS TO A
 DG5660'GRAVEL PULL-OFF ON THE WEST SHOULDER, THENCE ON FOOT ABOUT 150-FT
 DG5660'SOUTH THROUGH THE WOODS TO THE WEST HEADWALL OF CULVERT UNDER US 25A,
 DG5660'SET IN THE NORTH END AND ABOUT 25-FEET LOWER THAN US 25A. MARK IS
 DG5660'ABOUT 3-FEET HIGHER THAN OLD WOODS ROAD. LOCATED 30.0 FT (9.1 M) EAST
 DG5660'OF THE CENTERLINE OF THE OLD WOODS ROAD--AND 18.0 FT (5.5 M) SOUTHWEST
 DG5660'OF A 30-INCH POPLAR, 22.5 FT (6.9 M) NORTH OF 30-INCH RED OAK, 31.7 FT
 DG5660'(9.7 M) SOUTH-SOUTHEAST OF A 20-INCH POPLAR--ALL THREE WITH REFERENCE
 DG5660'TAGS.
 DG5660
 DG5660                          STATION RECOVERY (2006)
 DG5660
 DG5660'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG5660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6838 ***********************************************************************
 DG6838  DESIGNATION -  BUN 26
 DG6838  PID         -  DG6838
 DG6838  STATE/COUNTY-  NC/BUNCOMBE
 DG6838  USGS QUAD   -  ENKA (1990)
 DG6838
 DG6838                         *CURRENT SURVEY CONTROL
 DG6838  ___________________________________________________________________
 DG6838* NAD 83(1986)-  35 31 46.     (N)    082 41 59.     (W)     SCALED    
 DG6838* NAVD 88     -       645.763  (meters)    2118.64   (feet)  ADJUSTED  
 DG6838  ___________________________________________________________________
 DG6838  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 DG6838  DYNAMIC HT  -         645.101 (meters)    2116.47  (feet)  COMP
 DG6838  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 DG6838
 DG6838  VERT ORDER  -  SECOND    CLASS II
 DG6838
 DG6838.The horizontal coordinates were scaled from a topographic map and have
 DG6838.an estimated accuracy of +/- 6 seconds.
 DG6838
 DG6838.The orthometric height was determined by differential leveling
 DG6838.and adjusted in January 2005.
 DG6838.No vertical observational check was made to the station.
 DG6838
 DG6838.The geoid height was determined by GEOID03.
 DG6838
 DG6838.The dynamic height is computed by dividing the NAVD 88
 DG6838.geopotential number by the normal gravity value computed on the
 DG6838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6838.degrees latitude (g = 980.6199 gals.).
 DG6838
 DG6838.The modeled gravity was interpolated from observed gravity values.
 DG6838
 DG6838;                    North         East    Units  Estimated Accuracy
 DG6838;SPC NC       -   203,650.      274,170.      MT  (+/- 180 meters Scaled)
 DG6838
 DG6838                          SUPERSEDED SURVEY CONTROL
 DG6838
 DG6838.No superseded survey control is available for this station.
 DG6838
 DG6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV458330(NAD 83)
 DG6838_MARKER: DB = BENCH MARK DISK
 DG6838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6838_SP_SET: CULVERT
 DG6838_STAMPING: BUN 26 2002
 DG6838_MARK LOGO: NCGS  
 DG6838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6838+STABILITY: SURFACE MOTION
 DG6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6838+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DG6838
 DG6838  HISTORY     - Date     Condition        Report By
 DG6838  HISTORY     - 2002     MONUMENTED       NCGS
 DG6838  HISTORY     - 20060316 GOOD             USPSQD
 DG6838
 DG6838                          STATION DESCRIPTION
 DG6838
 DG6838'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DG6838'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF ASHEVILLE
 DG6838'AND 1.6 MI (2.6 KM) SOUTHWEST OF HOMINY.  PROCEED ALONG NC 151 FOR
 DG6838'1.45 MI (2.33 KM) SOUTHWEST FROM US 19 AND 23 TO THE INTERSECTION WITH
 DG6838'SR 3652 (CAROLINA MOUNTAIN RD) , IN THE SOUTH QUADRANT OF
 DG6838'INTERSECTION.  MARK IS 2-FT LOWER THAN NC 151 AND PROJECTS 4-INCHES
 DG6838'ABOVE THE GROUND.  LOCATED 83.0 FT (25.3 M) SOUTH-SOUTHEAST OF THE
 DG6838'CENTERLINE OF NC 151, 42.5 FT (13.0 M) WEST OF THE CENTERLINE OF SR
 DG6838'3652, AND 34.0 FT (10.4 M) NORTHWEST OF THE SOUTH END OF A GUARD RAIL.
 DG6838
 DG6838                          STATION RECOVERY (2006)
 DG6838
 DG6838'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG6838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6839 ***********************************************************************
 DG6839  DESIGNATION -  BUN 27
 DG6839  PID         -  DG6839
 DG6839  STATE/COUNTY-  NC/BUNCOMBE
 DG6839  USGS QUAD   -  ENKA (1990)
 DG6839
 DG6839                         *CURRENT SURVEY CONTROL
 DG6839  ___________________________________________________________________
 DG6839* NAD 83(1986)-  35 31 10.     (N)    082 42 31.     (W)     SCALED    
 DG6839* NAVD 88     -       677.035  (meters)    2221.24   (feet)  ADJUSTED  
 DG6839  ___________________________________________________________________
 DG6839  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 DG6839  DYNAMIC HT  -         676.339 (meters)    2218.96  (feet)  COMP
 DG6839  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DG6839
 DG6839  VERT ORDER  -  SECOND    CLASS II
 DG6839
 DG6839.The horizontal coordinates were scaled from a topographic map and have
 DG6839.an estimated accuracy of +/- 6 seconds.
 DG6839
 DG6839.The orthometric height was determined by differential leveling
 DG6839.and adjusted in January 2005.
 DG6839.No vertical observational check was made to the station.
 DG6839
 DG6839.The geoid height was determined by GEOID03.
 DG6839
 DG6839.The dynamic height is computed by dividing the NAVD 88
 DG6839.geopotential number by the normal gravity value computed on the
 DG6839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6839.degrees latitude (g = 980.6199 gals.).
 DG6839
 DG6839.The modeled gravity was interpolated from observed gravity values.
 DG6839
 DG6839;                    North         East    Units  Estimated Accuracy
 DG6839;SPC NC       -   202,570.      273,320.      MT  (+/- 180 meters Scaled)
 DG6839
 DG6839                          SUPERSEDED SURVEY CONTROL
 DG6839
 DG6839.No superseded survey control is available for this station.
 DG6839
 DG6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV450319(NAD 83)
 DG6839_MARKER: DB = BENCH MARK DISK
 DG6839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6839_SP_SET: CULVERT
 DG6839_STAMPING: BUN 27 2002
 DG6839_MARK LOGO: NCGS  
 DG6839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6839+STABILITY: SURFACE MOTION
 DG6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6839+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6839
 DG6839  HISTORY     - Date     Condition        Report By
 DG6839  HISTORY     - 2002     MONUMENTED       NCGS
 DG6839
 DG6839                          STATION DESCRIPTION
 DG6839
 DG6839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DG6839'STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) WEST-SOUTHWEST OF ASHEVILLE
 DG6839'AND 2.5 MI (4.0 KM) SOUTHWEST OF HOMINY.  PROCEED ALONG NC 151 2.3 MI
 DG6839'(3.7 KM) SOUTHWEST FROM US 19 AND 23 TO THE INTERSECTION WITH SR 3652
 DG6839'(CAROLINA MOUNTAIN RD) ,IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 DG6839'MARK IS ABOUT 12-FT LOWER THAN NC 151 AND PROJECTS 6-INCHES ABOVE THE
 DG6839'GROUND.  LOCATED 49.0 FT (14.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DG6839'NC 151, 121.0 FT (36.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR
 DG6839'3652, AND 172.4 FT (52.5 M) NORTH-NORTHEAST OF THE SOUTH END OF A
 DG6839'GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6840 ***********************************************************************
 DG6840  DESIGNATION -  BUN 28
 DG6840  PID         -  DG6840
 DG6840  STATE/COUNTY-  NC/BUNCOMBE
 DG6840  USGS QUAD   -  ENKA (1990)
 DG6840
 DG6840                         *CURRENT SURVEY CONTROL
 DG6840  ___________________________________________________________________
 DG6840* NAD 83(1986)-  35 30 43.     (N)    082 42 49.     (W)     SCALED    
 DG6840* NAVD 88     -       712.678  (meters)    2338.18   (feet)  ADJUSTED  
 DG6840  ___________________________________________________________________
 DG6840  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 DG6840  DYNAMIC HT  -         711.945 (meters)    2335.77  (feet)  COMP
 DG6840  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DG6840
 DG6840  VERT ORDER  -  SECOND    CLASS II
 DG6840
 DG6840.The horizontal coordinates were scaled from a topographic map and have
 DG6840.an estimated accuracy of +/- 6 seconds.
 DG6840
 DG6840.The orthometric height was determined by differential leveling
 DG6840.and adjusted in January 2005.
 DG6840.No vertical observational check was made to the station.
 DG6840
 DG6840.The geoid height was determined by GEOID03.
 DG6840
 DG6840.The dynamic height is computed by dividing the NAVD 88
 DG6840.geopotential number by the normal gravity value computed on the
 DG6840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6840.degrees latitude (g = 980.6199 gals.).
 DG6840
 DG6840.The modeled gravity was interpolated from observed gravity values.
 DG6840
 DG6840;                    North         East    Units  Estimated Accuracy
 DG6840;SPC NC       -   201,750.      272,840.      MT  (+/- 180 meters Scaled)
 DG6840
 DG6840                          SUPERSEDED SURVEY CONTROL
 DG6840
 DG6840.No superseded survey control is available for this station.
 DG6840
 DG6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV446311(NAD 83)
 DG6840_MARKER: DB = BENCH MARK DISK
 DG6840_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG6840_SP_SET: RETAINING WALL
 DG6840_STAMPING: BUN 28 2002
 DG6840_MARK LOGO: NCGS  
 DG6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6840+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6840
 DG6840  HISTORY     - Date     Condition        Report By
 DG6840  HISTORY     - 2002     MONUMENTED       NCGS
 DG6840
 DG6840                          STATION DESCRIPTION
 DG6840
 DG6840'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DG6840'STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST-SOUTHWEST OF ASHEVILLE
 DG6840'AND 3.0 MI (4.8 KM) SOUTHWEST OF HOMINY.  PROCEED ALONG NC 151 FOR
 DG6840'2.95 MI (4.75 KM) SOUTHWEST FROM US 19 AND 23 TO PINEY MOUNTAIN UNITED
 DG6840'METHODIST CHURCH, AT THE SOUTHEAST CORNER OF THE CHURCH CEMETERY.
 DG6840'MARK IS ABOUT 6-FT HIGHER THAN NC 151 AND PROJECTS 30-INCHES ABOVE THE
 DG6840'GROUND.  LOCATED 37.0 FT (11.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DG6840'NC 151, 34.0 FT (10.4 M) SOUTHWEST OF A POWER POLE, 14.2 FT (4.3 M)
 DG6840'SOUTH OF AN 18 INCH RED OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6841 ***********************************************************************
 DG6841  DESIGNATION -  BUN 29
 DG6841  PID         -  DG6841
 DG6841  STATE/COUNTY-  NC/BUNCOMBE
 DG6841  USGS QUAD   -  ENKA (1990)
 DG6841
 DG6841                         *CURRENT SURVEY CONTROL
 DG6841  ___________________________________________________________________
 DG6841* NAD 83(1986)-  35 30 28.     (N)    082 43 30.     (W)     SCALED    
 DG6841* NAVD 88     -       687.999  (meters)    2257.21   (feet)  ADJUSTED  
 DG6841  ___________________________________________________________________
 DG6841  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 DG6841  DYNAMIC HT  -         687.289 (meters)    2254.88  (feet)  COMP
 DG6841  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DG6841
 DG6841  VERT ORDER  -  SECOND    CLASS II
 DG6841
 DG6841.The horizontal coordinates were scaled from a topographic map and have
 DG6841.an estimated accuracy of +/- 6 seconds.
 DG6841
 DG6841.The orthometric height was determined by differential leveling
 DG6841.and adjusted in January 2005.
 DG6841.No vertical observational check was made to the station.
 DG6841
 DG6841.The geoid height was determined by GEOID03.
 DG6841
 DG6841.The dynamic height is computed by dividing the NAVD 88
 DG6841.geopotential number by the normal gravity value computed on the
 DG6841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6841.degrees latitude (g = 980.6199 gals.).
 DG6841
 DG6841.The modeled gravity was interpolated from observed gravity values.
 DG6841
 DG6841;                    North         East    Units  Estimated Accuracy
 DG6841;SPC NC       -   201,330.      271,790.      MT  (+/- 180 meters Scaled)
 DG6841
 DG6841                          SUPERSEDED SURVEY CONTROL
 DG6841
 DG6841.No superseded survey control is available for this station.
 DG6841
 DG6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV435307(NAD 83)
 DG6841_MARKER: DB = BENCH MARK DISK
 DG6841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6841_SP_SET: CULVERT
 DG6841_STAMPING: BUN 29 2002
 DG6841_MARK LOGO: NCGS  
 DG6841_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6841+STABILITY: SURFACE MOTION
 DG6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6841+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 DG6841
 DG6841  HISTORY     - Date     Condition        Report By
 DG6841  HISTORY     - 2002     MONUMENTED       NCGS
 DG6841  HISTORY     - 20070613 GOOD             NCGS
 DG6841
 DG6841                          STATION DESCRIPTION
 DG6841
 DG6841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 DG6841'STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-SOUTHWEST OF ASHEVILLE
 DG6841'AND 3.7 MI (6.0 KM) SOUTHWEST OF HOMINY.  PROCEED ALONG NC 151 FOR 3.7
 DG6841'MI (6.0 KM) SOUTHWEST FROM US 19 AND 23 TO A LARGE CULVERT UNDER NC
 DG6841'151, IN THE EAST END OF THE NORTH HEADWALL.  MARK IS ABOUT 1-FT LOWER
 DG6841'THAN NC 151 AND PROJECTS 2-INCHES ABOVE THE GROUND.  LOCATED 28.5 FT
 DG6841'(8.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF NC 151, 128.0 FT (39.0 M)
 DG6841'WEST-NORTHWEST OF THE CENTERLINE INTERSECTION OF NC 151 AND LASHAY
 DG6841'LANE, 51.7 FT (15.8 M) SOUTH-SOUTHWEST OF THE SOUTHEAST FENCE CORNER
 DG6841'OF A SMALL PASTURE FENCE, AND 137.5 FT (41.9 M) EAST-SOUTHEAST OF A
 DG6841'POWER POLE WITH A REFERENCE TAG.
 DG6841
 DG6841                          STATION RECOVERY (2007)
 DG6841
 DG6841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (MDB)
 DG6841'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI7076 ***********************************************************************
 AI7076  DESIGNATION -  BUN 3
 AI7076  PID         -  AI7076
 AI7076  STATE/COUNTY-  NC/BUNCOMBE
 AI7076  USGS QUAD   -  ASHEVILLE (1991)
 AI7076
 AI7076                         *CURRENT SURVEY CONTROL
 AI7076  ___________________________________________________________________
 AI7076* NAD 83(1986)-  35 33 24.     (N)    082 35 56.     (W)     SCALED    
 AI7076* NAVD 88     -       642.545  (meters)    2108.08   (feet)  ADJUSTED  
 AI7076  ___________________________________________________________________
 AI7076  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AI7076  DYNAMIC HT  -         641.893 (meters)    2105.94  (feet)  COMP
 AI7076  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 AI7076
 AI7076  VERT ORDER  -  SECOND    CLASS II
 AI7076
 AI7076.The horizontal coordinates were scaled from a topographic map and have
 AI7076.an estimated accuracy of +/- 6 seconds.
 AI7076
 AI7076.The orthometric height was determined by differential leveling
 AI7076.and adjusted in November 2000.
 AI7076
 AI7076.The geoid height was determined by GEOID03.
 AI7076
 AI7076.The dynamic height is computed by dividing the NAVD 88
 AI7076.geopotential number by the normal gravity value computed on the
 AI7076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7076.degrees latitude (g = 980.6199 gals.).
 AI7076
 AI7076.The modeled gravity was interpolated from observed gravity values.
 AI7076
 AI7076;                    North         East    Units  Estimated Accuracy
 AI7076;SPC NC       -   206,330.      283,410.      MT  (+/- 180 meters Scaled)
 AI7076
 AI7076                          SUPERSEDED SURVEY CONTROL
 AI7076
 AI7076.No superseded survey control is available for this station.
 AI7076
 AI7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV550359(NAD 83)
 AI7076_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7076_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7076_SP_SET: BRIDGE ABUTMENT
 AI7076_STAMPING: BUN 3 1999
 AI7076_MARK LOGO: NCGS  
 AI7076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7076+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1999
 AI7076
 AI7076  HISTORY     - Date     Condition        Report By
 AI7076  HISTORY     - 1999     MONUMENTED       NCGS
 AI7076  HISTORY     - 19990416 GOOD             NCGS
 AI7076
 AI7076                          STATION DESCRIPTION
 AI7076
 AI7076'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 AI7076'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST OF ASHEVILLE, AT THE
 AI7076'SOUTHWEST CORNER OF NC 191- (BREVARD ROAD) OVERPASS OF I-40 (EXIT 47)
 AI7076', IN THE BRIDGE ABUTMENT.
 AI7076'MARK IS ABOUT 4 FEET (1.2 M) LOWER THAN NC-191.  LOCATED 17.0 FT (5.2
 AI7076'M) SOUTH-SOUTHEAST OF THE CENTERLINE OF EAST BOUND LANES OF NC-191,
 AI7076'1.0 FT (0.3 M) EAST OF THE EAST FACE OF WINGWALL, 24.4 FT (7.4 M)
 AI7076'NORTH OF UTILITY POLE WITH REFERENCE TAG.
 AI7076
 AI7076                          STATION RECOVERY (1999)
 AI7076
 AI7076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AI7076'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9030 ***********************************************************************
 DG9030  DESIGNATION -  BUN 30
 DG9030  PID         -  DG9030
 DG9030  STATE/COUNTY-  NC/BUNCOMBE
 DG9030  USGS QUAD   -  LEICESTER (1990)
 DG9030
 DG9030                         *CURRENT SURVEY CONTROL
 DG9030  ___________________________________________________________________
 DG9030* NAD 83(2007)-  35 43 01.15594(N)    082 38 36.14124(W)     ADJUSTED  
 DG9030* NAVD 88     -       535.070  (meters)    1755.48   (feet)  ADJUSTED  
 DG9030  ___________________________________________________________________
 DG9030  EPOCH DATE  -        2002.00
 DG9030  X           -     663,887.525 (meters)                     COMP
 DG9030  Y           -  -5,142,124.398 (meters)                     COMP
 DG9030  Z           -   3,703,036.341 (meters)                     COMP
 DG9030  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DG9030  ELLIP HEIGHT-         505.171 (meters)          (02/10/07) ADJUSTED
 DG9030  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DG9030  DYNAMIC HT  -         534.537 (meters)    1753.73  (feet)  COMP
 DG9030
 DG9030  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9030  Type    PID    Designation                      North   East  Ellip
 DG9030  -------------------------------------------------------------------
 DG9030  NETWORK DG9030 BUN 30                            0.61   0.53   1.20
 DG9030  -------------------------------------------------------------------
 DG9030  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 DG9030
 DG9030  VERT ORDER  -  SECOND    CLASS II
 DG9030
 DG9030.The horizontal coordinates were established by GPS observations
 DG9030.and adjusted by the National Geodetic Survey in February 2007.
 DG9030
 DG9030.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9030.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9030.The horizontal coordinates are valid at the epoch date displayed above.
 DG9030.The epoch date for horizontal control is a decimal equivalence
 DG9030.of Year/Month/Day.
 DG9030
 DG9030.The orthometric height was determined by differential leveling
 DG9030.and adjusted in March 2006.
 DG9030.No vertical observational check was made to the station.
 DG9030
 DG9030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9030
 DG9030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9030
 DG9030.The ellipsoidal height was determined by GPS observations
 DG9030.and is referenced to NAD 83.
 DG9030
 DG9030.The geoid height was determined by GEOID03.
 DG9030
 DG9030.The dynamic height is computed by dividing the NAVD 88
 DG9030.geopotential number by the normal gravity value computed on the
 DG9030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9030.degrees latitude (g = 980.6199 gals.).
 DG9030
 DG9030.The modeled gravity was interpolated from observed gravity values.
 DG9030
 DG9030;                    North         East     Units Scale Factor Converg.
 DG9030;SPC NC       -   224,249.360   280,036.770   MT  0.99990547   -2 06 10.2
 DG9030;SPC NC       -   735,724.78    918,753.97   sFT  0.99990547   -2 06 10.2
 DG9030;UTM  17      - 3,953,803.688   351,352.797   MT  0.99987228   -0 57 34.4
 DG9030
 DG9030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9030!SPC NC       -   0.99992072  x   0.99990547  =   0.99982619
 DG9030!UTM  17      -   0.99992072  x   0.99987228  =   0.99979301
 DG9030
 DG9030                          SUPERSEDED SURVEY CONTROL
 DG9030
 DG9030  NAD 83(2001)-  35 43 01.15625(N)    082 38 36.14167(W) AD(       ) 1
 DG9030  ELLIP H (01/25/05)  505.170  (m)                       GP(       ) 4 1
 DG9030  NAVD 88 (01/25/05)  535.07   (m)         1755.5    (f) LEVELING    3  
 DG9030
 DG9030.Superseded values are not recommended for survey control.
 DG9030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9030.See file dsdata.txt to determine how the superseded data were derived.
 DG9030
 DG9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5135353804(NAD 83)
 DG9030_MARKER: DB = BENCH MARK DISK
 DG9030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9030_SP_SET: RR BRIDGE ABUTMENT
 DG9030_STAMPING: BUN 30 2004
 DG9030_MARK LOGO: NCGS  
 DG9030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9030+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DG9030
 DG9030  HISTORY     - Date     Condition        Report By
 DG9030  HISTORY     - 20040815 MONUMENTED       NCGS
 DG9030  HISTORY     - 20040929 GOOD             NCGS
 DG9030  HISTORY     - 20060316 GOOD             USPSQD
 DG9030
 DG9030                          STATION DESCRIPTION
 DG9030
 DG9030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (DAR)
 DG9030'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MILES) SOUTHEAST OF
 DG9030'MARSHALL, 8.0 KM (5.0 MILES)  NORTHEAST OF LEICESTER, AND 2.9 KM (1.8
 DG9030'MILES) NORTHWEST OF ALEXANDER ON PROPERTY  OWNED BY HERBERT ROGERS, AT
 DG9030'479 CURTIS PARKER ROAD. (828-683-3961)  (YOU HAVE TO CALL  AHEAD TO
 DG9030'GET A KEY FROM MR ROGERS.)   TO REACH THE STATION FROM THE
 DG9030'INTERSECTION OF US HIGHWAY 25 AND MONTICELLO ROAD, GO  SOUTHERLY ON
 DG9030'MONTICELLO ROAD FOR 4.3 KM (2.7 MILES) TO ITS INTERSECTION WITH SR
 DG9030'251 (OLD MARSHALL HIGHWAY).  TURN RIGHT AND GO NORTH ON SR 251 FOR 1.7
 DG9030'KM (1.1 MILES) TO ITS  INTERSECTION WITH FLETCHER MARTIN ROAD.  TURN
 DG9030'LEFT AND GO SOUTHWEST ON FLETCHER  MARTIN ROAD FOR 0.9 KM (0.55 MILE)
 DG9030'TO ITS INTERSECTION WITH CURTIS PARKER ROAD.  TURN  RIGHT AND GO NORTH
 DG9030'ON CURTIS PARKER ROAD FOR 2.0 KM (1.25 MILES) TO MR. ROGERS' BRICK
 DG9030'HOUSE ON THE RIGHT.  PICK UP THE KEY AND CONTINUE WEST ON CURTIS
 DG9030'PARKER ROAD FOR 0.6 KM  (0.4 MILE) TO A ROUGH FARM ROAD AND A LOCKED
 DG9030'GATE ON THE RIGHT AT 621 CURTIS PARKER ROAD.  TURN RIGHT AND GO NORTH
 DG9030'ON THE FARM ROAD FOR 0.6 KM (0.4 MILE) TO A SECOND LOCKED GATE.   GO
 DG9030'THRU THE GATE AND CONTINUE NORTHERLY ON THE FARM ROAD FOR 1.1 KM (0.7
 DG9030'MILE) TO A  SMALL CREEK. (END OF VEHICLE TRAVEL) PACK NORTH
 DG9030'APPROXIMATELY 250 FEET TO THE RAILWAY  BRIDGE OVER WHITTER BRANCH AND
 DG9030'THE STATION IN THE TOP OF THE NORTH END OF THE WEST  STONE ABUTMENT.
 DG9030' 
 DG9030'THE STATION IS NCGS BENCHMARK DISK, STAMPED --BUN 30 2004-- SET IN A
 DG9030'WING WALL OF A RAILWAY  BRIDGE.  IT IS 2.9 METERS (9.6 FEET) EAST FROM
 DG9030'A STEEL T SHAPED GUARD POST, 2.2 METERS (7.3  FEET) NORTHWEST FROM THE
 DG9030'NORTH RAILWAY TRACK, 0.4 METER (1.2 FEET) SOUTH FROM THE  NORTH EDGE
 DG9030'OF THE WING WALL, AND 0.3 METER (1.0 FOOT) WEST FROM THE EAST EDGE OF
 DG9030'A WING  WALL.  NOTE A TRIPOD CAN BE SET-UP OVER THE STATION, BUT A
 DG9030'BIPOD WOULD BE BETTER.  THIS IS  AN ACTIVE RAILWAY TRACK.  THE HH1 GPS
 DG9030'IS N354301.15, W0823836.14.
 DG9030
 DG9030                          STATION RECOVERY (2004)
 DG9030
 DG9030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DG9030'RECOVERED AS DESCRIBED.
 DG9030
 DG9030                          STATION RECOVERY (2006)
 DG9030
 DG9030'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG9030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH5894 ***********************************************************************
 DH5894  DESIGNATION -  BUN 31
 DH5894  PID         -  DH5894
 DH5894  STATE/COUNTY-  NC/BUNCOMBE
 DH5894  USGS QUAD   -  OTEEN (1990)
 DH5894
 DH5894                         *CURRENT SURVEY CONTROL
 DH5894  ___________________________________________________________________
 DH5894* NAD 83(2007)-  35 35 46.79584(N)    082 25 27.34280(W)     ADJUSTED  
 DH5894* NAVD 88     -       681.649  (meters)    2236.38   (feet)  ADJUSTED  
 DH5894  ___________________________________________________________________
 DH5894  EPOCH DATE  -        2002.00
 DH5894  X           -     684,591.745 (meters)                     COMP
 DH5894  Y           -  -5,147,402.213 (meters)                     COMP
 DH5894  Z           -   3,692,243.432 (meters)                     COMP
 DH5894  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DH5894  ELLIP HEIGHT-         651.662 (meters)          (02/10/07) ADJUSTED
 DH5894  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DH5894  DYNAMIC HT  -         680.955 (meters)    2234.10  (feet)  COMP
 DH5894
 DH5894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH5894  Type    PID    Designation                      North   East  Ellip
 DH5894  -------------------------------------------------------------------
 DH5894  NETWORK DH5894 BUN 31                            0.24   0.20   0.88
 DH5894  -------------------------------------------------------------------
 DH5894  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 DH5894
 DH5894  VERT ORDER  -  SECOND    CLASS II
 DH5894
 DH5894.This is a reference station for the SWANNANOA
 DH5894.National Continuously Operating Reference Station (NCSW).
 DH5894
 DH5894.The horizontal coordinates were established by GPS observations
 DH5894.and adjusted by the National Geodetic Survey in February 2007.
 DH5894
 DH5894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH5894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH5894.The horizontal coordinates are valid at the epoch date displayed above.
 DH5894.The epoch date for horizontal control is a decimal equivalence
 DH5894.of Year/Month/Day.
 DH5894
 DH5894.The orthometric height was determined by differential leveling
 DH5894.and adjusted in February 2006.
 DH5894.No vertical observational check was made to the station.
 DH5894
 DH5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5894
 DH5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5894
 DH5894.The ellipsoidal height was determined by GPS observations
 DH5894.and is referenced to NAD 83.
 DH5894
 DH5894.The geoid height was determined by GEOID03.
 DH5894
 DH5894.The dynamic height is computed by dividing the NAVD 88
 DH5894.geopotential number by the normal gravity value computed on the
 DH5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5894.degrees latitude (g = 980.6199 gals.).
 DH5894
 DH5894.The modeled gravity was interpolated from observed gravity values.
 DH5894
 DH5894;                    North         East     Units Scale Factor Converg.
 DH5894;SPC NC       -   210,166.081   299,386.866   MT  0.99989062   -1 58 35.0
 DH5894;SPC NC       -   689,519.88    982,238.41   sFT  0.99989062   -1 58 35.0
 DH5894;UTM  17      - 3,940,110.821   370,979.357   MT  0.99980513   -0 49 44.9
 DH5894
 DH5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5894!SPC NC       -   0.99989773  x   0.99989062  =   0.99978836
 DH5894!UTM  17      -   0.99989773  x   0.99980513  =   0.99970288
 DH5894
 DH5894|---------------------------------------------------------------------|
 DH5894| PID    Reference Object                     Distance      Geod. Az  |
 DH5894|                                                           dddmmss.s |
 DH5894| DG5311 SWANNANOA CORS ARP                   87.705 METERS 10624     |
 DH5894|---------------------------------------------------------------------|
 DH5894
 DH5894                          SUPERSEDED SURVEY CONTROL
 DH5894
 DH5894  NAD 83(1986)-  35 35 46.80329(N)    082 25 27.34247(W) AD(       ) B
 DH5894  NAD 83(2001)-  35 35 46.79584(N)    082 25 27.34280(W) AD(       ) B
 DH5894  ELLIP H (06/10/05)  651.662  (m)                       GP(       ) 4 2
 DH5894  NAVD 88 (06/10/05)  681.65   (m)         2236.4    (f) LEVELING    3  
 DH5894
 DH5894.Superseded values are not recommended for survey control.
 DH5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5894.See file dsdata.txt to determine how the superseded data were derived.
 DH5894
 DH5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7097940111(NAD 83)
 DH5894_MARKER: DB = BENCH MARK DISK
 DH5894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH5894_SP_SET: SLAB
 DH5894_STAMPING: BUN 31 2004
 DH5894_MARK LOGO: NCGS  
 DH5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5894+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DH5894
 DH5894  HISTORY     - Date     Condition        Report By
 DH5894  HISTORY     - 2004     MONUMENTED       NCGS
 DH5894  HISTORY     - 20040816 GOOD             NCGS
 DH5894  HISTORY     - 20060321 GOOD             USPSQD
 DH5894
 DH5894                          STATION DESCRIPTION
 DH5894
 DH5894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DH5894'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-NORTHEAST OF ASHEVILLE
 DH5894'AND 2.2 MI (3.5 KM) WEST OF SWANNANOA. PROCEED ALONG SR 2740-PATTON
 DH5894'COVE ROAD FOR 0.35 MI (0.56 KM) NORTH FROM THE BRIDGE OVER 1-40 (EXIT
 DH5894'59), THENCE WEST FOR 1.2 MI (1.9 KM) ALONG US 70 TO THE NC DEPARTMENT
 DH5894'OF ENVIRONMENT AND NATURAL RESOURCES OFFICE BUILDING. TURN RIGHT INTO
 DH5894'THE PARKING LOT AND PROCEED NORTH FOR 0.05 MI (0.08 KM) TO THE BACK OF
 DH5894'THE BUILDING AND THE STATION SET IN A DRILL HOLE IN THE LARGE CONCRETE
 DH5894'SLAB FOR THE TRASH DUMPSTERS. MARK IS ABOUT LEVEL WITH THE ASPHALT
 DH5894'PARKING LOT. LOCATED 16.3 FT (5.0 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 DH5894'CORNER OF THE BLOCK DUMPSTER ENCLOSURE, 26.2 FT (8.0 M) EAST OF A
 DH5894'LIGHT POLE, 68.7 FT (20.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DH5894'BUILDING--AND 47.8 FT (14.6 M) NORTHEAST OF A POWER POLE WITH
 DH5894'REFERENCE TAG.
 DH5894
 DH5894                          STATION RECOVERY (2004)
 DH5894
 DH5894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 DH5894'RECOVERED AS DESCRIBED.
 DH5894
 DH5894                          STATION RECOVERY (2006)
 DH5894
 DH5894'RECOVERY NOTE BY US POWER SQUADRON 2006
 DH5894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4343 ***********************************************************************
 DG4343  DESIGNATION -  BUN 4
 DG4343  PID         -  DG4343
 DG4343  STATE/COUNTY-  NC/BUNCOMBE
 DG4343  USGS QUAD   -  ASHEVILLE (1991)
 DG4343
 DG4343                         *CURRENT SURVEY CONTROL
 DG4343  ___________________________________________________________________
 DG4343* NAD 83(1986)-  35 35 58.     (N)    082 37 19.     (W)     SCALED    
 DG4343* NAVD 88     -       671.308  (meters)    2202.45   (feet)  ADJUSTED  
 DG4343  ___________________________________________________________________
 DG4343  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DG4343  DYNAMIC HT  -         670.629 (meters)    2200.22  (feet)  COMP
 DG4343  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 DG4343
 DG4343  VERT ORDER  -  SECOND    CLASS II
 DG4343
 DG4343.The horizontal coordinates were scaled from a topographic map and have
 DG4343.an estimated accuracy of +/- 6 seconds.
 DG4343
 DG4343.The orthometric height was determined by differential leveling
 DG4343.and adjusted in January 2005.
 DG4343.No vertical observational check was made to the station.
 DG4343
 DG4343.The geoid height was determined by GEOID03.
 DG4343
 DG4343.The dynamic height is computed by dividing the NAVD 88
 DG4343.geopotential number by the normal gravity value computed on the
 DG4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4343.degrees latitude (g = 980.6199 gals.).
 DG4343
 DG4343.The modeled gravity was interpolated from observed gravity values.
 DG4343
 DG4343;                    North         East    Units  Estimated Accuracy
 DG4343;SPC NC       -   211,150.      281,500.      MT  (+/- 180 meters Scaled)
 DG4343
 DG4343                          SUPERSEDED SURVEY CONTROL
 DG4343
 DG4343.No superseded survey control is available for this station.
 DG4343
 DG4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV530407(NAD 83)
 DG4343_MARKER: DB = BENCH MARK DISK
 DG4343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4343_SP_SET: SLAB
 DG4343_STAMPING: BUN 4 1999
 DG4343_MARK LOGO: NCGS  
 DG4343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4343+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4343
 DG4343  HISTORY     - Date     Condition        Report By
 DG4343  HISTORY     - 1999     MONUMENTED       NCGS
 DG4343
 DG4343                          STATION DESCRIPTION
 DG4343
 DG4343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4343'STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF ASHEVILLE AND 5.5 MI
 DG4343'(8.9 KM) SOUTHEAST OF LEICESTER.
 DG4343'ALONG NC 63 (LEICESTER HIGHWAY) FOR 1.8 MI (2.9 KM) NORTH FROM US
 DG4343'19/23 BYPASS TO THE INTERSECTION WITH SR 1318 (ELIADA HOME ROAD), IN
 DG4343'THE SOUTHEAST QUADRANT. SET IN THE SOUTHEAST CORNER OF THE CONCRETE
 DG4343'PAD FOR THE TRAFFIC SIGNAL CONTROL BOX.
 DG4343'MARK IS ABOUT 1-FT HIGHER THAN NC 63 AND FLUSH WITH THE GROUND.
 DG4343'LOCATED 26.0 FT (7.9 M) EAST-NORTHEAST OF THE CENTERLINE OF NC 63
 DG4343'NORTH BOUND LANES, 46.5 FT (14.2 M) SOUTH OF THE CENTERLINE OF SR
 DG4343'1318, 34.7 FT (10.6 M) WEST OF NORTH END OF SMALL GAS PUMP ISLAND, 1.4
 DG4343'FT (0.4 M) EAST-SOUTHEAST OF SOUTHEAST CORNER OF THE TRAFFIC SIGNAL
 DG4343'CONTROL BOX, AND 5.4 FT (1.6 M) EAST-SOUTHEAST OF UTILITY POLE WITH
 DG4343'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4344 ***********************************************************************
 DG4344  DESIGNATION -  BUN 5
 DG4344  PID         -  DG4344
 DG4344  STATE/COUNTY-  NC/BUNCOMBE
 DG4344  USGS QUAD   -  ENKA (1990)
 DG4344
 DG4344                         *CURRENT SURVEY CONTROL
 DG4344  ___________________________________________________________________
 DG4344* NAD 83(1986)-  35 36 31.     (N)    082 37 37.     (W)     SCALED    
 DG4344* NAVD 88     -       677.998  (meters)    2224.40   (feet)  ADJUSTED  
 DG4344  ___________________________________________________________________
 DG4344  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DG4344  DYNAMIC HT  -         677.314 (meters)    2222.15  (feet)  COMP
 DG4344  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 DG4344
 DG4344  VERT ORDER  -  SECOND    CLASS II
 DG4344
 DG4344.The horizontal coordinates were scaled from a topographic map and have
 DG4344.an estimated accuracy of +/- 6 seconds.
 DG4344
 DG4344.The orthometric height was determined by differential leveling
 DG4344.and adjusted in January 2005.
 DG4344.No vertical observational check was made to the station.
 DG4344
 DG4344.The geoid height was determined by GEOID03.
 DG4344
 DG4344.The dynamic height is computed by dividing the NAVD 88
 DG4344.geopotential number by the normal gravity value computed on the
 DG4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4344.degrees latitude (g = 980.6199 gals.).
 DG4344
 DG4344.The modeled gravity was interpolated from observed gravity values.
 DG4344
 DG4344;                    North         East    Units  Estimated Accuracy
 DG4344;SPC NC       -   212,180.      281,080.      MT  (+/- 180 meters Scaled)
 DG4344
 DG4344                          SUPERSEDED SURVEY CONTROL
 DG4344
 DG4344.No superseded survey control is available for this station.
 DG4344
 DG4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV526417(NAD 83)
 DG4344_MARKER: DB = BENCH MARK DISK
 DG4344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4344_SP_SET: SLAB
 DG4344_STAMPING: BUN 5 1999
 DG4344_MARK LOGO: NCGS  
 DG4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4344+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4344
 DG4344  HISTORY     - Date     Condition        Report By
 DG4344  HISTORY     - 1999     MONUMENTED       NCGS
 DG4344
 DG4344                          STATION DESCRIPTION
 DG4344
 DG4344'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4344'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST-NORTHWEST OF ASHEVILLE
 DG4344'AND 5.0 MI (8.0 KM) SOUTHEAST OF LEICESTER.
 DG4344'ALONG NC 63 FOR 2.5 MI (4.0 KM) NORTH FROM US 19/23 TO THE
 DG4344'INTERSECTION WITH SR 1315 (OLD COUNTY HOME ROAD), IN THE NORTHEAST
 DG4344'QUAD OF INTERSECTION. SET IN WEST CORNER OF CONCRETE PAD FOR TRAFFIC
 DG4344'SIGNAL CONTROL BOX.
 DG4344'MARK IS ABOUT LEVEL WITH NC 63 AND FLUSH WITH GROUND.  LOCATED 29.0 FT
 DG4344'(8.8 M) EAST OF THE CENTERLINE OF NC 63 NORTH BOUND LANES, 59.0 FT
 DG4344'(18.0 M) NORTH-NORTHWEST OF CENTERLINE OF SR 1315, 188.0 FT (57.3 M)
 DG4344'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF THE EXXON MINI MARKET, 1.1 FT
 DG4344'(0.3 M) WEST OF WEST CORNER OF TRAFFIC SIGNAL CONTROL BOX, 15.2 FT
 DG4344'(4.6 M) SOUTH OF WEST LEG OF THE EXXON SIGN, AND 4.9 FT (1.5 M) WEST
 DG4344'OF UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4345 ***********************************************************************
 DG4345  DESIGNATION -  BUN 6
 DG4345  PID         -  DG4345
 DG4345  STATE/COUNTY-  NC/BUNCOMBE
 DG4345  USGS QUAD   -  ENKA (1990)
 DG4345
 DG4345                         *CURRENT SURVEY CONTROL
 DG4345  ___________________________________________________________________
 DG4345* NAD 83(1986)-  35 36 49.     (N)    082 38 06.     (W)     SCALED    
 DG4345* NAVD 88     -       666.840  (meters)    2187.79   (feet)  ADJUSTED  
 DG4345  ___________________________________________________________________
 DG4345  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DG4345  DYNAMIC HT  -         666.167 (meters)    2185.58  (feet)  COMP
 DG4345  MODELED GRAV-     979,601.6   (mgal)                       NAVD 88
 DG4345
 DG4345  VERT ORDER  -  SECOND    CLASS II
 DG4345
 DG4345.The horizontal coordinates were scaled from a topographic map and have
 DG4345.an estimated accuracy of +/- 6 seconds.
 DG4345
 DG4345.The orthometric height was determined by differential leveling
 DG4345.and adjusted in January 2005.
 DG4345.No vertical observational check was made to the station.
 DG4345
 DG4345.The geoid height was determined by GEOID03.
 DG4345
 DG4345.The dynamic height is computed by dividing the NAVD 88
 DG4345.geopotential number by the normal gravity value computed on the
 DG4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4345.degrees latitude (g = 980.6199 gals.).
 DG4345
 DG4345.The modeled gravity was interpolated from observed gravity values.
 DG4345
 DG4345;                    North         East    Units  Estimated Accuracy
 DG4345;SPC NC       -   212,760.      280,370.      MT  (+/- 180 meters Scaled)
 DG4345
 DG4345                          SUPERSEDED SURVEY CONTROL
 DG4345
 DG4345.No superseded survey control is available for this station.
 DG4345
 DG4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV519423(NAD 83)
 DG4345_MARKER: DB = BENCH MARK DISK
 DG4345_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG4345_SP_SET: LARGE CULVERT HEADWALL
 DG4345_STAMPING: BUN 6 1999
 DG4345_MARK LOGO: NCGS  
 DG4345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4345+STABILITY: SURFACE MOTION
 DG4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4345+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4345
 DG4345  HISTORY     - Date     Condition        Report By
 DG4345  HISTORY     - 1999     MONUMENTED       NCGS
 DG4345
 DG4345                          STATION DESCRIPTION
 DG4345
 DG4345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4345'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF ASHEVILLE AND
 DG4345'4.5 MI (7.2 KM) SOUTHEAST OF LEICESTER.
 DG4345'ALONG NC 63 FOR 3.0 MI (4.8 KM) NORTH FROM US 19/23, IN THE EAST END
 DG4345'OF THE SOUTH HEADWALL OF ROAD CULVERT.
 DG4345'MARK IS ABOUT 2 FT (0.6 M) LOWER THAN NC 63 AND FLUSH WITH THE GROUND.
 DG4345'LOCATED 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE OF NC 63 SOUTH BOUND
 DG4345'LANES, 33.2 FT (10.1 M) NORTH-NORTHWEST OF NORTHWEST CORNER OF THE
 DG4345'VETERANS OF FOREIGN WARS BRICK SIGN BASE, 59.9 FT (18.3 M) WEST OF THE
 DG4345'EAST END OF GUARD RAIL, 15.9 FT (4.8 M) SOUTHEAST OF A BELL SOUTH
 DG4345'FIBER OPTIC CABLE WARNING POST, 21.8 FT (6.6 M) NORTHEAST OF RIGHT OF
 DG4345'WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4346 ***********************************************************************
 DG4346  DESIGNATION -  BUN 7
 DG4346  PID         -  DG4346
 DG4346  STATE/COUNTY-  NC/BUNCOMBE
 DG4346  USGS QUAD   -  ENKA (1990)
 DG4346
 DG4346                         *CURRENT SURVEY CONTROL
 DG4346  ___________________________________________________________________
 DG4346* NAD 83(1986)-  35 36 50.     (N)    082 38 51.     (W)     SCALED    
 DG4346* NAVD 88     -       692.538  (meters)    2272.10   (feet)  ADJUSTED  
 DG4346  ___________________________________________________________________
 DG4346  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG4346  DYNAMIC HT  -         691.839 (meters)    2269.81  (feet)  COMP
 DG4346  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DG4346
 DG4346  VERT ORDER  -  SECOND    CLASS II
 DG4346
 DG4346.The horizontal coordinates were scaled from a topographic map and have
 DG4346.an estimated accuracy of +/- 6 seconds.
 DG4346
 DG4346.The orthometric height was determined by differential leveling
 DG4346.and adjusted in January 2005.
 DG4346.No vertical observational check was made to the station.
 DG4346
 DG4346.The geoid height was determined by GEOID03.
 DG4346
 DG4346.The dynamic height is computed by dividing the NAVD 88
 DG4346.geopotential number by the normal gravity value computed on the
 DG4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4346.degrees latitude (g = 980.6199 gals.).
 DG4346
 DG4346.The modeled gravity was interpolated from observed gravity values.
 DG4346
 DG4346;                    North         East    Units  Estimated Accuracy
 DG4346;SPC NC       -   212,830.      279,240.      MT  (+/- 180 meters Scaled)
 DG4346
 DG4346                          SUPERSEDED SURVEY CONTROL
 DG4346
 DG4346.No superseded survey control is available for this station.
 DG4346
 DG4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV507423(NAD 83)
 DG4346_MARKER: DB = BENCH MARK DISK
 DG4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4346_STAMPING: BUN 7 1999
 DG4346_MARK LOGO: NCGS  
 DG4346_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4346+STABILITY: SURFACE MOTION
 DG4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4346+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4346
 DG4346  HISTORY     - Date     Condition        Report By
 DG4346  HISTORY     - 1999     MONUMENTED       NCGS
 DG4346
 DG4346                          STATION DESCRIPTION
 DG4346
 DG4346'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4346'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHWEST OF ASHEVILLE AND
 DG4346'3.9 MI (6.3 KM) SOUTHEAST OF LEICESTER.
 DG4346'ALONG NC 63 FOR 3.7 MI (6.0 KM) NORTH FROM US 19/23, ON SLOPE, ON
 DG4346'SOUTHWEST SIDE OF NC 63 UNDER HIGH TENSION POWER LINES.
 DG4346'MARK IS ABOUT 2 FT (0.6 M) HIGHER THAN NC 63 AND FLUSH WITH THE
 DG4346'GROUND. LOCATED 32.5 FT (9.9 M) SOUTHWEST OF THE CENTERLINE OF NC 63
 DG4346'SOUTH BOUND LANES, 50.9 FT (15.5 M) SOUTH OF NORTHEAST CORNER OF JIM
 DG4346'WEST AND SONS AUTO GARAGE, 62.6 FT (19.1 M) EAST OF SOUTHEAST CORNER
 DG4346'OF JIM WEST AND SONS AUTO GARAGE, 70.4 FT (21.5 M) NORTHWEST OF FIRE
 DG4346'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4347 ***********************************************************************
 DG4347  DESIGNATION -  BUN 8
 DG4347  PID         -  DG4347
 DG4347  STATE/COUNTY-  NC/BUNCOMBE
 DG4347  USGS QUAD   -  ENKA (1990)
 DG4347
 DG4347                         *CURRENT SURVEY CONTROL
 DG4347  ___________________________________________________________________
 DG4347* NAD 83(1986)-  35 37 14.     (N)    082 39 15.     (W)     SCALED    
 DG4347* NAVD 88     -       670.011  (meters)    2198.19   (feet)  ADJUSTED  
 DG4347  ___________________________________________________________________
 DG4347  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG4347  DYNAMIC HT  -         669.335 (meters)    2195.98  (feet)  COMP
 DG4347  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 DG4347
 DG4347  VERT ORDER  -  SECOND    CLASS II
 DG4347
 DG4347.The horizontal coordinates were scaled from a topographic map and have
 DG4347.an estimated accuracy of +/- 6 seconds.
 DG4347
 DG4347.The orthometric height was determined by differential leveling
 DG4347.and adjusted in January 2005.
 DG4347.No vertical observational check was made to the station.
 DG4347
 DG4347.The geoid height was determined by GEOID03.
 DG4347
 DG4347.The dynamic height is computed by dividing the NAVD 88
 DG4347.geopotential number by the normal gravity value computed on the
 DG4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4347.degrees latitude (g = 980.6199 gals.).
 DG4347
 DG4347.The modeled gravity was interpolated from observed gravity values.
 DG4347
 DG4347;                    North         East    Units  Estimated Accuracy
 DG4347;SPC NC       -   213,590.      278,670.      MT  (+/- 180 meters Scaled)
 DG4347
 DG4347                          SUPERSEDED SURVEY CONTROL
 DG4347
 DG4347.No superseded survey control is available for this station.
 DG4347
 DG4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV501431(NAD 83)
 DG4347_MARKER: DB = BENCH MARK DISK
 DG4347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4347_SP_SET: TRAFFIC ISLAND
 DG4347_STAMPING: BUN 8 1999
 DG4347_MARK LOGO: NCGS  
 DG4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4347+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4347
 DG4347  HISTORY     - Date     Condition        Report By
 DG4347  HISTORY     - 1999     MONUMENTED       NCGS
 DG4347
 DG4347                          STATION DESCRIPTION
 DG4347
 DG4347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4347'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF ASHEVILLE AND
 DG4347'3.3 MI (5.3 KM) SOUTHEAST OF LEICESTER, IN THE GEORGETOWN COMMUNITY.
 DG4347'ALONG NC 63 FOR 6.5 MI (10.5 KM) NORTH FROM US 19/23 TO THE
 DG4347'INTERSECTION WITH SR 1004 (NEWFOUND ROAD). SET IN THE EAST END OF THE
 DG4347'CONCRETE TRAFFIC ISLAND.
 DG4347'MARK IS ABOUT LEVEL WITH NC 63 AND SET FLUSH. LOCATED 25.5 FT (7.8 M)
 DG4347'SOUTHWEST OF THE CENTERLINE OF NC 63 SOUTH BOUND LANES, 16.3 FT (5.0
 DG4347'M) SOUTH-SOUTHEAST OF THE NORTH CORNER OF TRAFFIC ISLAND, 18.7 FT (5.7
 DG4347'M) NORTHWEST OF THE EAST CORNER OF TRAFFIC ISLAND, AND 41.4 FT (12.6
 DG4347'M) NORTH-NORTHWEST OF UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4348 ***********************************************************************
 DG4348  DESIGNATION -  BUN 9
 DG4348  PID         -  DG4348
 DG4348  STATE/COUNTY-  NC/BUNCOMBE
 DG4348  USGS QUAD   -  ENKA (1990)
 DG4348
 DG4348                         *CURRENT SURVEY CONTROL
 DG4348  ___________________________________________________________________
 DG4348* NAD 83(1986)-  35 37 13.     (N)    082 39 20.     (W)     SCALED    
 DG4348* NAVD 88     -       670.197  (meters)    2198.80   (feet)  ADJUSTED  
 DG4348  ___________________________________________________________________
 DG4348  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 DG4348  DYNAMIC HT  -         669.520 (meters)    2196.58  (feet)  COMP
 DG4348  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 DG4348
 DG4348  VERT ORDER  -  SECOND    CLASS II
 DG4348
 DG4348.The horizontal coordinates were scaled from a topographic map and have
 DG4348.an estimated accuracy of +/- 6 seconds.
 DG4348
 DG4348.The orthometric height was determined by differential leveling
 DG4348.and adjusted in January 2005.
 DG4348.No vertical observational check was made to the station.
 DG4348
 DG4348.The geoid height was determined by GEOID03.
 DG4348
 DG4348.The dynamic height is computed by dividing the NAVD 88
 DG4348.geopotential number by the normal gravity value computed on the
 DG4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4348.degrees latitude (g = 980.6199 gals.).
 DG4348
 DG4348.The modeled gravity was interpolated from observed gravity values.
 DG4348
 DG4348;                    North         East    Units  Estimated Accuracy
 DG4348;SPC NC       -   213,570.      278,540.      MT  (+/- 180 meters Scaled)
 DG4348
 DG4348                          SUPERSEDED SURVEY CONTROL
 DG4348
 DG4348.No superseded survey control is available for this station.
 DG4348
 DG4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV500430(NAD 83)
 DG4348_MARKER: DB = BENCH MARK DISK
 DG4348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4348_SP_SET: SLAB
 DG4348_STAMPING: BUN 9 1999
 DG4348_MARK LOGO: NCGS  
 DG4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4348+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG4348
 DG4348  HISTORY     - Date     Condition        Report By
 DG4348  HISTORY     - 1999     MONUMENTED       NCGS
 DG4348
 DG4348                          STATION DESCRIPTION
 DG4348
 DG4348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DG4348'STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF ASHEVILLE AND
 DG4348'3.3 MI (5.3 KM) SOUTHEAST OF LEICESTER, IN THE GEORGETOWN COMMUNITY.
 DG4348'ALONG NC 63 FOR 6.5 MI (10.5 KM) NORTH FROM US 19/23, THENCE WEST FOR
 DG4348'0.05 MI (0.08 KM) ALONG SR 1004 (NEWFOUND ROAD), TO THE INTERSECTION
 DG4348'WITH SR 1309 (DIXCREEK 1), AND THE ENTRANCE TO THE GEORGETOWN BEAUTY
 DG4348'SALON. SET IN THE NORTHEAST CORNER OF THE CONCRETE PAD FOR THE
 DG4348'SOUTHERN BELL UNDERGROUND CABLE JUNCTION BOX.
 DG4348'MARK IS ABOUT 8 FT (2.4 M) HIGHER THAN SR 1004 AND SET FLUSH. LOCATED
 DG4348'153.5 FT (46.8 M) SOUTH OF THE CENTERLINE OF SR 1004, 1.6 FT (0.5 M)
 DG4348'NORTHEAST OF THE NORTHEAST CORNER OF THE JUNCTION BOX, 127.8 FT (39.0
 DG4348'M) WEST OF THE NORTHWEST CORNER OF THE BEAUTY SALON, --AND 7.9 FT (2.4
 DG4348'M) EAST OF UTILITY POLE, 26.3 FT (8.0 M) NORTH OF 8-INCH CHERRY--BOTH
 DG4348'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2414 ***********************************************************************
 FX2414  DESIGNATION -  BUNCH
 FX2414  PID         -  FX2414
 FX2414  STATE/COUNTY-  NC/CHOWAN
 FX2414  USGS QUAD   -  EDENTON (1981)
 FX2414
 FX2414                         *CURRENT SURVEY CONTROL
 FX2414  ___________________________________________________________________
 FX2414* NAD 83(2001)-  36 05 38.80201(N)    076 32 59.85315(W)     ADJUSTED  
 FX2414* NAVD 88     -         4.609  (meters)      15.12   (feet)  ADJUSTED  
 FX2414  ___________________________________________________________________
 FX2414  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 FX2414  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 FX2414  DYNAMIC HT  -           4.605 (meters)      15.11  (feet)  COMP
 FX2414  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 FX2414
 FX2414  HORZ ORDER  -  SECOND
 FX2414  VERT ORDER  -  FIRST     CLASS II
 FX2414
 FX2414.The horizontal coordinates were established by classical geodetic methods
 FX2414.and adjusted by the National Geodetic Survey in August 2005.
 FX2414
 FX2414.The orthometric height was determined by differential leveling
 FX2414.and adjusted in June 1991.
 FX2414
 FX2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2414
 FX2414.The geoid height was determined by GEOID03.
 FX2414
 FX2414.The dynamic height is computed by dividing the NAVD 88
 FX2414.geopotential number by the normal gravity value computed on the
 FX2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2414.degrees latitude (g = 980.6199 gals.).
 FX2414
 FX2414.The modeled gravity was interpolated from observed gravity values.
 FX2414
 FX2414;                    North         East     Units Scale Factor Converg.
 FX2414;SPC NC       -   262,765.598   830,216.479   MT  0.99998056   +1 24 50.7
 FX2414;SPC NC       -   862,090.13  2,723,801.90   sFT  0.99998056   +1 24 50.7
 FX2414;UTM  18      - 3,995,498.898   360,466.775   MT  0.99983990   -0 54 47.7
 FX2414
 FX2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2414!SPC NC       -   1.00000504  x   0.99998056  =   0.99998560
 FX2414!UTM  18      -   1.00000504  x   0.99983990  =   0.99984494
 FX2414
 FX2414                          SUPERSEDED SURVEY CONTROL
 FX2414
 FX2414  NAD 83(1993)-  36 05 38.81603(N)    076 32 59.86203(W) AD(       ) 2
 FX2414  NAD 83(1986)-  36 05 38.81888(N)    076 32 59.86707(W) AD(       ) 2
 FX2414  NGVD 29 (11/01/90)    4.94   (m)           16.2    (f) LEVELING    3  
 FX2414
 FX2414.Superseded values are not recommended for survey control.
 FX2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2414.See file dsdata.txt to determine how the superseded data were derived.
 FX2414
 FX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6046795499(NAD 83)
 FX2414_MARKER: DE = TRAVERSE STATION DISK
 FX2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2414_SP_SET: CONCRETE POST
 FX2414_STAMPING: BUNCH 1978
 FX2414_MARK LOGO: NCGS  
 FX2414_PROJECTION: FLUSH
 FX2414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2414+STABILITY: SURFACE MOTION
 FX2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2414+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 FX2414
 FX2414  HISTORY     - Date     Condition        Report By
 FX2414  HISTORY     - 1978     MONUMENTED       NCGS
 FX2414  HISTORY     - 1979     GOOD             NCGS
 FX2414  HISTORY     - 20041012 SEE DESCRIPTION  NCGS
 FX2414
 FX2414                          STATION DESCRIPTION
 FX2414
 FX2414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2414'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF EDENTON
 FX2414'AND 2.1 MILES NORTHWEST OF YEOPIM.
 FX2414'
 FX2414'TO REACH THE STATION FROM THE US 17 BYPASS OVERPASS OF NC 32 AT
 FX2414'EDENTON, PROCEED NORTHEAST ALONG US 17 BYPASS FOR 4.0 MILES TO STATION
 FX2414'ON RIGHT, AT A DRIVEWAY LEADING TO A FARM RESIDENCE, APPROXIMATELY 0.2
 FX2414'MILE SOUTH OF US 17 BUSINESS, AND APPROXIMATELY 1.0 MILE SOUTHWEST OF
 FX2414'THE INTERSECTION WITH NC 37.
 FX2414'
 FX2414'STATION MARK IS A STANDARD DISK STAMPED---BUNCH 1978---SET IN TOP OF
 FX2414'A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2414'54.3 FEET SOUTH OF THE CENTERLINE OF US 17, 7.7 FEET WEST OF THE
 FX2414'CENTERLINE OF DRIVEWAY, 23.5 FEET NORTHEAST OF POWER POLE WITH
 FX2414'REFERENCE TAG, 5.4 FEET SOUTHEAST OF WEST GATE POST, 16.8 FEET
 FX2414'SOUTHEAST OF WEST END OF METAL CULVERT AND 30.8 FEET WEST OF A SERVICE
 FX2414'POLE WITH REFERENCE TAG.
 FX2414
 FX2414                          STATION RECOVERY (1979)
 FX2414
 FX2414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2414'3.5 MI NE FROM EDENTON.
 FX2414'3.9 MILES NORTHEAST ALONG US HIGHWAY 17 BYPASS FROM THE STATE
 FX2414'HIGHWAY 32 UNDERPASS AT EDENTON, AT A DRIVEWAY TO TWO STORY FARM
 FX2414'HOUSE (WHICH IS ABOUT 1000 FEET SOUTH IN THE FIELD) AND 0.2 MILE
 FX2414'SOUTHWEST OF INTERSECTION WITH SECONDARY ROUTE 1101, 54.4 FEET
 FX2414'SOUTH OF CENTERLINE OF HIGHWAY, 7.7 FEET WEST OF CENTERLINE OF
 FX2414'DRIVE, 5.5 FEET EAST OF A GATE POST, 23.6 FEET NORTHEAST OF A
 FX2414'POWER POLE WITH REFERENCE TAG, 17.2 FEET SOUTHEAST OF THE WEST
 FX2414'END OF A LARGE METAL CULVERT AND 30.9 FEET WEST OF A POWER POLE
 FX2414'WITH REFERENCE TAG.
 FX2414'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2414
 FX2414                          STATION RECOVERY (2004)
 FX2414
 FX2414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2414'DESTROYED BY 4-LANE HIGHWAY CONSTRUCTION. HAND HELD GPS COORDINATES
 FX2414'FALL IN SHOULDER OF NORTHBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3506 ***********************************************************************
 EZ3506  DESIGNATION -  BUNCH
 EZ3506  PID         -  EZ3506
 EZ3506  STATE/COUNTY-  NC/MOORE
 EZ3506  USGS QUAD   -  SOUTHERN PINES (1984)
 EZ3506
 EZ3506                         *CURRENT SURVEY CONTROL
 EZ3506  ___________________________________________________________________
 EZ3506* NAD 83(2001)-  35 14 59.45321(N)    079 26 36.97939(W)     ADJUSTED  
 EZ3506* NAVD 88     -       139.8    (meters)     459.     (feet)  VERTCON   
 EZ3506  ___________________________________________________________________
 EZ3506  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 EZ3506  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EZ3506  HORZ ORDER  -  SECOND
 EZ3506
 EZ3506.The horizontal coordinates were established by classical geodetic methods
 EZ3506.and adjusted by the National Geodetic Survey in August 2005.
 EZ3506
 EZ3506.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3506
 EZ3506.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3506
 EZ3506.The geoid height was determined by GEOID03.
 EZ3506
 EZ3506;                    North         East     Units Scale Factor Converg.
 EZ3506;SPC NC       -   166,468.254   569,234.052   MT  0.99987259   -0 15 21.7
 EZ3506;SPC NC       -   546,154.60  1,867,562.05   sFT  0.99987259   -0 15 21.7
 EZ3506;UTM  17      - 3,901,860.951   641,596.396   MT  0.99984709   +0 53 54.3
 EZ3506
 EZ3506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3506!SPC NC       -   0.99998299  x   0.99987259  =   0.99985558
 EZ3506!UTM  17      -   0.99998299  x   0.99984709  =   0.99983008
 EZ3506
 EZ3506|---------------------------------------------------------------------|
 EZ3506| PID    Reference Object                     Distance      Geod. Az  |
 EZ3506|                                                           dddmmss.s |
 EZ3506| EZ3576 CAFE                                212.479 METERS 02210     |
 EZ3506| EZ3501 BEULAH                              APPROX. 2.7 KM 1943922.1 |
 EZ3506|---------------------------------------------------------------------|
 EZ3506
 EZ3506                          SUPERSEDED SURVEY CONTROL
 EZ3506
 EZ3506  NAD 83(1986)-  35 14 59.45032(N)    079 26 36.98458(W) AD(       ) 2
 EZ3506  NAD 27      -  35 14 58.88012(N)    079 26 37.87878(W) AD(       ) 2
 EZ3506  NGVD 29 (07/19/86)  140.0    (m)          459.     (f) VERT ANG    3  
 EZ3506
 EZ3506.Superseded values are not recommended for survey control.
 EZ3506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3506.See file dsdata.txt to determine how the superseded data were derived.
 EZ3506
 EZ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4159601861(NAD 83)
 EZ3506_MARKER: DE = TRAVERSE STATION DISK
 EZ3506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3506_STAMPING: BUNCH 1972
 EZ3506_MARK LOGO: NCGS  
 EZ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3506+STABILITY: SURFACE MOTION
 EZ3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3506+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2007
 EZ3506
 EZ3506  HISTORY     - Date     Condition        Report By
 EZ3506  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3506  HISTORY     - 20050128 GOOD             NCGS
 EZ3506  HISTORY     - 20050128 GOOD             NCGS
 EZ3506  HISTORY     - 20050303 GOOD             USPSQD
 EZ3506  HISTORY     - 20071106 GOOD             GEOCAC
 EZ3506
 EZ3506                          STATION DESCRIPTION
 EZ3506
 EZ3506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3506'BUNCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3506'VICINITY OF EASTWOOD, NORTH CAROLINA.
 EZ3506'
 EZ3506'BUNCH IS LOCATED IN THE COMMUNITY OF EASTWOOD AND 4.4 MILES NNE OF
 EZ3506'PINEHURST.  TO REACH STATION FROM THE INTERSECTION OF US 15-501 WITH
 EZ3506'NC 73 IN THE COMMUNITY OF EASTWOOD, PROCEED SOUTH ALONG US 15-501
 EZ3506'FOR 0.3 MILE TO STATION ON RIGHT ACROSS DRAINAGE DITCH ON A TWO FOOT
 EZ3506'BANK, AND 0.9 MILE NORTH OF THE INTERSECTION WITH SR 1285 (NNW).
 EZ3506'
 EZ3506'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUNCH
 EZ3506'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3506'FLUSH WITH THE GROUND.
 EZ3506'
 EZ3506'MARK IS
 EZ3506'46.5 FEET WNW OF C/L OF US 15-501.
 EZ3506'20.2 FEET SSE OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3506'6.7 FEET ESE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3506'18.5 FEET NE OF 5 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3506
 EZ3506                          STATION RECOVERY (2005)
 EZ3506
 EZ3506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ3506'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.
 EZ3506' 
 EZ3506'STATION IS LOCATED 20.7 FT (6.3 M) SOUTH-SOUTHWEST OF 13-IN PINE AND
 EZ3506'19.0 FT (5.8 M) NORTHEAST OF 12-IN PINE BOTH WITH REFERENCE TAGS.
 EZ3506'PINE LOCATED EAST-SOUTHEAST IS GONE.
 EZ3506
 EZ3506                          STATION RECOVERY (2005)
 EZ3506
 EZ3506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ3506'RECOVERED AS DESCRIBED.
 EZ3506
 EZ3506                          STATION RECOVERY (2005)
 EZ3506
 EZ3506'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ3506'N 35 14.988
 EZ3506'W079 26.614
 EZ3506
 EZ3506                          STATION RECOVERY (2007)
 EZ3506
 EZ3506'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ3506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2321 ***********************************************************************
 AI2321  DESIGNATION -  BUNCH
 AI2321  PID         -  AI2321
 AI2321  STATE/COUNTY-  NC/GUILFORD
 AI2321  USGS QUAD   -  SUMMERFIELD (1994)
 AI2321
 AI2321                         *CURRENT SURVEY CONTROL
 AI2321  ___________________________________________________________________
 AI2321* NAD 83(2007)-  36 10 05.29316(N)    079 56 29.85143(W)     ADJUSTED  
 AI2321* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 AI2321  ___________________________________________________________________
 AI2321  EPOCH DATE  -        2002.00
 AI2321  X           -     900,363.613 (meters)                     COMP
 AI2321  Y           -  -5,075,969.175 (meters)                     COMP
 AI2321  Z           -   3,743,409.691 (meters)                     COMP
 AI2321  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 AI2321  ELLIP HEIGHT-         238.312 (meters)          (02/10/07) ADJUSTED
 AI2321  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 AI2321
 AI2321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2321  Type    PID    Designation                      North   East  Ellip
 AI2321  -------------------------------------------------------------------
 AI2321  NETWORK AI2321 BUNCH                             0.47   0.55   0.82
 AI2321  -------------------------------------------------------------------
 AI2321
 AI2321.The horizontal coordinates were established by GPS observations
 AI2321.and adjusted by the National Geodetic Survey in February 2007.
 AI2321
 AI2321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2321.The horizontal coordinates are valid at the epoch date displayed above.
 AI2321.The epoch date for horizontal control is a decimal equivalence
 AI2321.of Year/Month/Day.
 AI2321
 AI2321.The orthometric height was determined by GPS observations and a
 AI2321.high-resolution geoid model.
 AI2321
 AI2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2321
 AI2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2321
 AI2321.The ellipsoidal height was determined by GPS observations
 AI2321.and is referenced to NAD 83.
 AI2321
 AI2321.The geoid height was determined by GEOID03.
 AI2321
 AI2321;                    North         East     Units Scale Factor Converg.
 AI2321;SPC NC       -   268,658.686   524,882.622   MT  1.00000041   -0 32 36.5
 AI2321;SPC NC       -   881,424.37  1,722,052.40   sFT  1.00000041   -0 32 36.5
 AI2321;UTM  17      - 4,003,116.440   595,187.550   MT  0.99971164   +0 37 28.8
 AI2321
 AI2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2321!SPC NC       -   0.99996260  x   1.00000041  =   0.99996301
 AI2321!UTM  17      -   0.99996260  x   0.99971164  =   0.99967425
 AI2321
 AI2321|---------------------------------------------------------------------|
 AI2321| PID    Reference Object                     Distance      Geod. Az  |
 AI2321|                                                           dddmmss.s |
 AI2321| AI2320 PIPELINE                            356.846 METERS 26658     |
 AI2321|---------------------------------------------------------------------|
 AI2321
 AI2321                          SUPERSEDED SURVEY CONTROL
 AI2321
 AI2321  NAD 83(2001)-  36 10 05.29347(N)    079 56 29.85123(W) AD(       ) 1
 AI2321  ELLIP H (03/13/03)  238.313  (m)                       GP(       ) 4 2
 AI2321  NAD 83(1986)-  36 10 05.29972(N)    079 56 29.85899(W) AD(       ) 1
 AI2321
 AI2321.Superseded values are not recommended for survey control.
 AI2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2321.See file dsdata.txt to determine how the superseded data were derived.
 AI2321
 AI2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9518803116(NAD 83)
 AI2321_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2321_STAMPING: BUNCH 1991
 AI2321_MARK LOGO: NCGS  
 AI2321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2321+STABILITY: SURFACE MOTION
 AI2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2321+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2321
 AI2321  HISTORY     - Date     Condition        Report By
 AI2321  HISTORY     - 1991     MONUMENTED       NCGS
 AI2321
 AI2321                          STATION DESCRIPTION
 AI2321
 AI2321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2321'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF GREENSBORO,
 AI2321'AND 2.7 MI (4.3 KM) EAST OF OAK RIDGE. ALONG SR 2128 (BUNCH RD) FOR
 AI2321'2.15 MI (3.46 KM) EAST FROM NC 150, OR 0.2 MI (0.3 KM) EAST OF SR 2131
 AI2321'(NORTHWEST SCHOOL ROAD), IN YARD OF AND ON PROLONGATION OF THE EAST
 AI2321'WALL OF A BRICK RESIDENCE. MARK IS LEVEL WITH ROAD AND RECESSED 1 INCH
 AI2321'BELOW GROUND. LOCATED 28.0 FT (8.5 M) NORTH OF THE CENTERLINE OF ROAD,
 AI2321'77.0 FT (23.5 M) WEST OF THE WEST END OF GRAVEL DRIVE CULVERT, 107.3
 AI2321'FT (32.7 M) WEST OF TELEPHONE PEDESTAL, 113.2 FT (34.5 M) SOUTH OF A
 AI2321'WELL COVER, AND 111.0 FT (33.8 M) WEST-SOUTHWEST OF A 14-INCH GUM WITH
 AI2321'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8040 ***********************************************************************
 DK8040  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8040  DESIGNATION -  BUNCHES
 DK8040  PID         -  DK8040
 DK8040  STATE/COUNTY-  NC/SWAIN
 DK8040  USGS QUAD   -  BUNCHES BALD (1976)
 DK8040
 DK8040                         *CURRENT SURVEY CONTROL
 DK8040  ___________________________________________________________________
 DK8040* NAD 83(2007)-  35 32 11.45172(N)    083 12 30.98743(W)     ADJUSTED  
 DK8040* NAVD 88     -       898.29   (meters)    2947.1    (feet)  GPS OBS   
 DK8040  ___________________________________________________________________
 DK8040  EPOCH DATE  -        2002.00
 DK8040  X           -     614,542.413 (meters)                     COMP
 DK8040  Y           -  -5,160,301.168 (meters)                     COMP
 DK8040  Z           -   3,686,970.997 (meters)                     COMP
 DK8040  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 DK8040  ELLIP HEIGHT-         869.831 (meters)          (01/21/09) ADJUSTED
 DK8040  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DK8040  HORZ ORDER  -  FIRST
 DK8040  ELLP ORDER  -  FOURTH    CLASS II
 DK8040
 DK8040.The horizontal coordinates were established by GPS observations
 DK8040.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8040
 DK8040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8040.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8040.The horizontal coordinates are valid at the epoch date displayed above.
 DK8040.The epoch date for horizontal control is a decimal equivalence
 DK8040.of Year/Month/Day.
 DK8040
 DK8040.The orthometric height was determined by GPS observations and a
 DK8040.high-resolution geoid model.
 DK8040.The orthometric height was determined by GPS observations and a
 DK8040.high-resolution geoid model using precise GPS observation and
 DK8040.processing techniques.
 DK8040
 DK8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8040
 DK8040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8040
 DK8040.The ellipsoidal height was determined by GPS observations
 DK8040.and is referenced to NAD 83.
 DK8040
 DK8040.The geoid height was determined by GEOID03.
 DK8040
 DK8040;                    North         East     Units Scale Factor Converg.
 DK8040;SPC NC       -   206,267.560   228,087.938   MT  0.99988490   -2 25 44.7
 DK8040;SPC NC       -   676,729.49    748,318.51   sFT  0.99988490   -2 25 44.7
 DK8040;UTM  17      - 3,934,786.811   299,768.996   MT  1.00009409   -1 17 02.8
 DK8040
 DK8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8040!SPC NC       -   0.99986349  x   0.99988490  =   0.99974841
 DK8040!UTM  17      -   0.99986349  x   1.00009409  =   0.99995757
 DK8040
 DK8040                          SUPERSEDED SURVEY CONTROL
 DK8040
 DK8040.No superseded survey control is available for this station.
 DK8040
 DK8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9976934787(NAD 83)
 DK8040_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK8040_SP_SET: BRIDGE ABUTMENT
 DK8040_STAMPING: BUNCHES 2004
 DK8040_MARK LOGO: NCGS  
 DK8040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8040+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DK8040
 DK8040  HISTORY     - Date     Condition        Report By
 DK8040  HISTORY     - 2004     MONUMENTED       NCGS
 DK8040
 DK8040                          STATION DESCRIPTION
 DK8040
 DK8040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004
 DK8040'THE MARK IS LOCATED ABOUT 12.9 MI (20.7 KM) WEST-NORTHWEST OF
 DK8040'WAYNESVILLE, 11.3 MI (18.2 KM) NORTH OF SYLVA AND 7.4 MI (11.9 KM)
 DK8040'NORTHEAST OF CHEROKEE.
 DK8040' 
 DK8040'PROCEED ALONG US 441 FOR 1.95 MI (3.14 KM) NORTH CURVING EAST FROM US
 DK8040'19 (IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER),
 DK8040'THENCE SOUTH ALONG AQUONI ROAD FOR 0.05 MI, THENCE EAST CURVING
 DK8040'NORTHEAST FOR 1.15 MI (1.85 KM) ALONG BIG COVE ROAD TO THE BLUE RIDGE
 DK8040'PARKWAY OVERPASS.  CONTINUE NORTHEAST FOR 7.05 MI (11.35 KM) ALONG BIG
 DK8040'COVE ROAD, THENCE SOUTHEAST ALONG ROUTE 405 (BUNCHES CREEK ROAD) FOR
 DK8040'3.4 MI, IN THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER BUNCHES
 DK8040'CREEK.
 DK8040' 
 DK8040'THE STATION IS 19.0 FT (5.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DK8040'ROUTE 405, AND 0.5 FT (15.2 CM) NORTH-NORTHWEST OF THE END OF THE
 DK8040'CONCRETE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1561 ***********************************************************************
 EY1561  DESIGNATION -  BUNDE
 EY1561  PID         -  EY1561
 EY1561  STATE/COUNTY-  NC/WASHINGTON
 EY1561  USGS QUAD   -  CRESWELL (1974)
 EY1561
 EY1561                         *CURRENT SURVEY CONTROL
 EY1561  ___________________________________________________________________
 EY1561* NAD 83(2001)-  35 49 12.21766(N)    076 23 26.42666(W)     ADJUSTED  
 EY1561* NAVD 88     -         2.054  (meters)       6.74   (feet)  ADJUSTED  
 EY1561  ___________________________________________________________________
 EY1561  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 EY1561  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 EY1561  DYNAMIC HT  -           2.053 (meters)       6.74  (feet)  COMP
 EY1561  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 EY1561
 EY1561  HORZ ORDER  -  SECOND
 EY1561  VERT ORDER  -  SECOND    CLASS II
 EY1561
 EY1561.The horizontal coordinates were established by classical geodetic methods
 EY1561.and adjusted by the National Geodetic Survey in August 2005.
 EY1561
 EY1561.The orthometric height was determined by differential leveling
 EY1561.and adjusted in June 1991.
 EY1561
 EY1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1561
 EY1561.The geoid height was determined by GEOID03.
 EY1561
 EY1561.The dynamic height is computed by dividing the NAVD 88
 EY1561.geopotential number by the normal gravity value computed on the
 EY1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1561.degrees latitude (g = 980.6199 gals.).
 EY1561
 EY1561.The modeled gravity was interpolated from observed gravity values.
 EY1561
 EY1561;                    North         East     Units Scale Factor Converg.
 EY1561;SPC NC       -   232,734.911   845,355.344   MT  0.99992168   +1 30 21.7
 EY1561;SPC NC       -   763,564.45  2,773,469.99   sFT  0.99992168   +1 30 21.7
 EY1561;UTM  18      - 3,964,883.183   374,373.820   MT  0.99979447   -0 48 50.4
 EY1561
 EY1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1561!SPC NC       -   1.00000556  x   0.99992168  =   0.99992724
 EY1561!UTM  18      -   1.00000556  x   0.99979447  =   0.99980003
 EY1561
 EY1561:                Primary Azimuth Mark                     Grid Az
 EY1561:SPC NC       -  COMBS                                    027 52 23.0
 EY1561:UTM  18      -  COMBS                                    030 11 35.1
 EY1561
 EY1561|---------------------------------------------------------------------|
 EY1561| PID    Reference Object                     Distance      Geod. Az  |
 EY1561|                                                           dddmmss.s |
 EY1561| EY1562 COMBS                               APPROX. 1.2 KM 0292244.7 |
 EY1561|---------------------------------------------------------------------|
 EY1561
 EY1561                          SUPERSEDED SURVEY CONTROL
 EY1561
 EY1561  NAD 83(1986)-  35 49 12.23127(N)    076 23 26.43652(W) AD(       ) 2
 EY1561  NAD 27      -  35 49 11.64025(N)    076 23 27.68209(W) AD(       ) 2
 EY1561  NGVD 29 (07/19/86)    2.41   (m)            7.9    (f) LEVELING    3  
 EY1561
 EY1561.Superseded values are not recommended for survey control.
 EY1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1561.See file dsdata.txt to determine how the superseded data were derived.
 EY1561
 EY1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7437464883(NAD 83)
 EY1561_MARKER: DE = TRAVERSE STATION DISK
 EY1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1561_STAMPING: BUNDE 1976
 EY1561_MARK LOGO: NCGS  
 EY1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1561+STABILITY: SURFACE MOTION
 EY1561
 EY1561  HISTORY     - Date     Condition        Report By
 EY1561  HISTORY     - 1976     MONUMENTED       NCGS
 EY1561  HISTORY     - 1976     GOOD             NCGS
 EY1561
 EY1561                          STATION DESCRIPTION
 EY1561
 EY1561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1561'BUNDE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1561'IN THE VICINITY OF CRESWELL, NORTH CAROLINA.
 EY1561'
 EY1561'BUNDE IS LOCATED APPROXIMATELY 3.4 MILES SOUTH OF CRESWELL
 EY1561'AND 10.4 MILES SOUTHWEST OF COLUMBIA.  TO REACH STATION FROM
 EY1561'THE U.S. POST OFFICE IN CRESWELL, PROCEED SOUTHEASTERLY ALONG
 EY1561'SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR 1160 (THIRTY
 EY1561'FOOT CANAL ROAD), THENCE SOUTHWEST ALONG SR 1160 FOR 2.4 MILES
 EY1561'TO STATION ON LEFT, IN SHOULDER OF ROAD OVER CENTER OF A CANAL
 EY1561'FROM THE WEST THAT EMPTIES INTO THE THIRTY FOOT CANAL, AND 2.2
 EY1561'MILES NORTHEAST OF PETTIGREW STATE PARK.
 EY1561'
 EY1561'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1561'BUNDE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1561'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1561'
 EY1561'MARK IS 14.7 FT ESE OF C/L OF SR 1160
 EY1561'
 EY1561'26.8 FT SSE OF C/L OF INTERSECTION OF SR 1160 WITH NORTHERNMOST
 EY1561'FIELD ROAD LEADING NW
 EY1561'
 EY1561'26.3 FT ENE OF C/L OF INTERSECTION OF SR 1160 WITH
 EY1561'SOUTHERNMOST FARM ROAD (NW)
 EY1561'
 EY1561'19.8 FT WNW OF SOUTHEASTERNMOST END OF METAL CULVERT UNDER
 EY1561'SR 1160
 EY1561'
 EY1561'48.2 FT ESE OF PP DF77 WITH ALUMINUM REF. TAG
 EY1561'
 EY1561'4.7 FT SW OF METAL WITNESS SIGN POST.
 EY1561
 EY1561                          STATION RECOVERY (1976)
 EY1561
 EY1561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1561'3.4 MI S FROM CRESWELL.
 EY1561'TO REACH STATION FROM THE U.S. POST OFFICE IN CRESWELL, PROCEED
 EY1561'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1561'1160 (THIRTY FOOT CANAL ROAD), THENCE SOUTHWEST ALONG SR 1160 FOR 2.4
 EY1561'MILES TO STATION ON LEFT, IN SHOULDER OF ROAD OVER CENTER OF A CANAL
 EY1561'FROM THE WEST THAT EMPTIES INTO THE THIRTY FOOT CANAL, AND 2.2 MILES
 EY1561'NORTHEAST OF PETTIGREW STATE PARK.  14.7 FT. ESE OF C/L OF SR 1160,
 EY1561'26.8 FT. SSE OF C/L INTERSECTION OF SR 1160 WITH NORTHERNMOST FIELD
 EY1561'ROAD LEADING NORTHWEST, 26.3 FT. ENE OF C/L INTERSECTION OF SR 1160
 EY1561'WITH SOUTHERNMOST FARM ROAD (NW), 19.8 FT. WNW OF SOUTHEASTERNMOST END
 EY1561'OF METAL CULVERT UNDER SR 1160, 48.2 FT. ESE OF PP NO. DF77 WITH
 EY1561'ALUMINUM REF. TAG, AND 4.7 FT. SW OF METAL WITNESS SIGN POST.  DISK IS
 EY1561'SET IN CONCRETE CYLINDER 6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3641 ***********************************************************************
 FY3641  DESIGNATION -  BUNDY
 FY3641  PID         -  FY3641
 FY3641  STATE/COUNTY-  NC/GUILFORD
 FY3641  USGS QUAD   -  GUILFORD (1994)
 FY3641
 FY3641                         *CURRENT SURVEY CONTROL
 FY3641  ___________________________________________________________________
 FY3641* NAD 83(2001)-  36 00 24.66052(N)    079 56 00.38097(W)     ADJUSTED  
 FY3641* NAVD 88     -       257.8    (meters)     846.     (feet)  VERTCON   
 FY3641  ___________________________________________________________________
 FY3641  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 FY3641  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 FY3641  HORZ ORDER  -  SECOND
 FY3641
 FY3641.The horizontal coordinates were established by classical geodetic methods
 FY3641.and adjusted by the National Geodetic Survey in August 2005.
 FY3641
 FY3641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3641
 FY3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3641
 FY3641.The geoid height was determined by GEOID03.
 FY3641
 FY3641;                    North         East     Units Scale Factor Converg.
 FY3641;SPC NC       -   250,756.404   525,450.846   MT  0.99995931   -0 32 19.5
 FY3641;SPC NC       -   822,689.97  1,723,916.65   sFT  0.99995931   -0 32 19.5
 FY3641;UTM  17      - 3,985,234.211   596,120.009   MT  0.99971384   +0 37 37.4
 FY3641
 FY3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3641!SPC NC       -   0.99996443  x   0.99995931  =   0.99992374
 FY3641!UTM  17      -   0.99996443  x   0.99971384  =   0.99967828
 FY3641
 FY3641:                Primary Azimuth Mark                     Grid Az
 FY3641:SPC NC       -  HAMLIN                                   201 56 40.0
 FY3641:UTM  17      -  HAMLIN                                   200 46 43.1
 FY3641
 FY3641|---------------------------------------------------------------------|
 FY3641| PID    Reference Object                     Distance      Geod. Az  |
 FY3641|                                                           dddmmss.s |
 FY3641| FY3658 HAMLIN                              APPROX. 0.6 KM 2012420.5 |
 FY3641| FY3665 LAKE                                APPROX. 0.6 KM 3082732.7 |
 FY3641|---------------------------------------------------------------------|
 FY3641
 FY3641                          SUPERSEDED SURVEY CONTROL
 FY3641
 FY3641  NAD 83(1993)-  36 00 24.66565(N)    079 56 00.38800(W) AD(       ) 2
 FY3641  NAD 83(1986)-  36 00 24.66570(N)    079 56 00.38800(W) AD(       ) 2
 FY3641  NAD 27      -  36 00 24.17448(N)    079 56 01.25038(W) AD(       ) 2
 FY3641  NGVD 29 (07/19/86)  258.0    (m)          846.     (f) VERT ANG    3  
 FY3641
 FY3641.Superseded values are not recommended for survey control.
 FY3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3641.See file dsdata.txt to determine how the superseded data were derived.
 FY3641
 FY3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9612085234(NAD 83)
 FY3641_MARKER: DE = TRAVERSE STATION DISK
 FY3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3641_STAMPING: BUNDY 1961
 FY3641_MARK LOGO: NCGS  
 FY3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3641+STABILITY: SURFACE MOTION
 FY3641
 FY3641  HISTORY     - Date     Condition        Report By
 FY3641  HISTORY     - 1961     MONUMENTED       NCGS
 FY3641  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY3641  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 FY3641  HISTORY     - 20050930 MARK NOT FOUND   USPSQD
 FY3641
 FY3641                          STATION DESCRIPTION
 FY3641
 FY3641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FY3641'BUNDY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3641'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FY3641'
 FY3641'STATION IS 5.2 MILES NE OF THE CENTER OF HIGH POINT, 1.0 MILES N
 FY3641'OF JAMESTOWN, 0.20 MILES E OF BRIDGE OVER CITY LAKE, NW OF CORNER
 FY3641'OF SR 1545 AND JAMESTOWN RD AND IS ON W SHOULDER OF JAMESTOWN RD.
 FY3641'
 FY3641'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3641'BUNDY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3641'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3641'
 FY3641'MARK IS
 FY3641'
 FY3641'14.0 FT W OF C/L OF JAMESTOWN GUILFORD RD.
 FY3641'
 FY3641'37.50 FT W OF 3 NAILS IN POWER POLE AND TELEPHONE POLE A-18
 FY3641'
 FY3641'62.00 FT NW OF INTERSECTION
 FY3641'
 FY3641'97.10 FT NW OF 3 NAILS IN TELEPHONE AND POWER POLE SA 17.5
 FY3641'
 FY3641'86.40 FT NE OF 3 NAILS IN GUYED POLE
 FY3641'
 FY3641'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3641
 FY3641                          STATION RECOVERY (1985)
 FY3641
 FY3641'RECOVERY NOTE BY US POWER SQUADRON 1985 (WBW)
 FY3641'NOT RECOVERED DUE TO REBUILT ROAD SHOULDER.
 FY3641
 FY3641                          STATION RECOVERY (2004)
 FY3641
 FY3641'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3641'MARK NOT FOUND.
 FY3641
 FY3641                          STATION RECOVERY (2005)
 FY3641
 FY3641'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1416 ***********************************************************************
 FZ1416  DESIGNATION -  BUNK
 FZ1416  PID         -  FZ1416
 FZ1416  STATE/COUNTY-  NC/GUILFORD
 FZ1416  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1416
 FZ1416                         *CURRENT SURVEY CONTROL
 FZ1416  ___________________________________________________________________
 FZ1416* NAD 83(2001)-  36 06 01.73718(N)    080 01 21.39826(W)     ADJUSTED  
 FZ1416* NAVD 88     -       283.8    (meters)     931.     (feet)  VERTCON   
 FZ1416  ___________________________________________________________________
 FZ1416  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 FZ1416  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FZ1416  HORZ ORDER  -  SECOND
 FZ1416
 FZ1416.The horizontal coordinates were established by classical geodetic methods
 FZ1416.and adjusted by the National Geodetic Survey in August 2005.
 FZ1416
 FZ1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1416
 FZ1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1416
 FZ1416.The geoid height was determined by GEOID03.
 FZ1416
 FZ1416;                    North         East     Units Scale Factor Converg.
 FZ1416;SPC NC       -   261,224.199   517,519.250   MT  0.99998220   -0 35 24.8
 FZ1416;SPC NC       -   857,033.06  1,697,894.41   sFT  0.99998220   -0 35 24.8
 FZ1416;UTM  17      - 3,995,535.696   587,979.212   MT  0.99969537   +0 34 33.3
 FZ1416
 FZ1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1416!SPC NC       -   0.99996048  x   0.99998220  =   0.99994268
 FZ1416!UTM  17      -   0.99996048  x   0.99969537  =   0.99965586
 FZ1416
 FZ1416:                Primary Azimuth Mark                     Grid Az
 FZ1416:SPC NC       -  MERON                                    111 55 39.9
 FZ1416:UTM  17      -  MERON                                    110 45 41.8
 FZ1416
 FZ1416|---------------------------------------------------------------------|
 FZ1416| PID    Reference Object                     Distance      Geod. Az  |
 FZ1416|                                                           dddmmss.s |
 FZ1416| FY3668 MERON                               APPROX. 2.6 KM 1112015.1 |
 FZ1416|---------------------------------------------------------------------|
 FZ1416
 FZ1416                          SUPERSEDED SURVEY CONTROL
 FZ1416
 FZ1416  NAD 83(1993)-  36 06 01.74319(N)    080 01 21.40651(W) AD(       ) 2
 FZ1416  NAD 83(1986)-  36 06 01.74363(N)    080 01 21.40654(W) AD(       ) 2
 FZ1416  NAD 27      -  36 06 01.25004(N)    080 01 22.26214(W) AD(       ) 2
 FZ1416  NGVD 29 (07/19/86)  284.0    (m)          932.     (f) VERT ANG    3  
 FZ1416
 FZ1416.Superseded values are not recommended for survey control.
 FZ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1416.See file dsdata.txt to determine how the superseded data were derived.
 FZ1416
 FZ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8797995536(NAD 83)
 FZ1416_MARKER: DE = TRAVERSE STATION DISK
 FZ1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1416_STAMPING: BUNK 1968
 FZ1416_MARK LOGO: NCGS  
 FZ1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1416+STABILITY: SURFACE MOTION
 FZ1416
 FZ1416  HISTORY     - Date     Condition        Report By
 FZ1416  HISTORY     - 1968     MONUMENTED       NCGS
 FZ1416  HISTORY     - 20010426 SEE DESCRIPTION  NCGS
 FZ1416
 FZ1416                          STATION DESCRIPTION
 FZ1416
 FZ1416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ1416'BUNK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1416'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ1416'
 FZ1416'BUNK IS LOCATED APPROXIMATELY 3.3 MILES SOUTHEAST OF
 FZ1416'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ1416'OF NC 68 AND I-40, GO WEST ON I-40 FOR 4.15 MILES TO STATION.
 FZ1416'WHICH IS ON THE SOUTH SIDE OF EAST BOUND LANE IN OPENING AT
 FZ1416'WEST SIDE OF WOODED AREA, AND 1.05 MILE EAST OF
 FZ1416'GUILFORD-FORSYTH COUNTY LINE.
 FZ1416'
 FZ1416'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1416'BUNK 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1416'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1416'
 FZ1416'MARK IS
 FZ1416'
 FZ1416'36.2 FT S OF C/L OF I-40 E BOUND LANE
 FZ1416'
 FZ1416'30.4 FT W OF W END OF METAL POST FOR GUARD RAIL ON S SIDE OF
 FZ1416'I-40 E BOUND LANE
 FZ1416'
 FZ1416'35.0 FT NW OF 10 INCH HICKORY TREE ON S SIDE OF I-40, AND WITH
 FZ1416'ALUMINUM REF. TAG
 FZ1416'
 FZ1416'75.0 FT N OF CONCRETE HIGHWAY R/W MARKER ON S SIDE OF I-40
 FZ1416'
 FZ1416'70.3 FT N OF FENCE POST ON S SIDE OF I-40, AND WITH ALUMINUM
 FZ1416'REF. TAG
 FZ1416'
 FZ1416'74.5 FT NE OF FENCE POST ON S SIDE OF I-40, AND WITH ALUMINUM
 FZ1416'REF. TAG
 FZ1416
 FZ1416                          STATION RECOVERY (2001)
 FZ1416
 FZ1416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ1416'THE STATION WAS NOT FOUND.  NO REFERENCES REMAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0313 ***********************************************************************
 FZ0313  DESIGNATION -  BUNKER
 FZ0313  PID         -  FZ0313
 FZ0313  STATE/COUNTY-  NC/FORSYTH
 FZ0313  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0313
 FZ0313                         *CURRENT SURVEY CONTROL
 FZ0313  ___________________________________________________________________
 FZ0313* NAD 83(2007)-  36 04 26.02373(N)    080 03 31.89863(W)     ADJUSTED  
 FZ0313* NAVD 88     -       296.237  (meters)     971.90   (feet)  ADJUSTED  
 FZ0313  ___________________________________________________________________
 FZ0313  EPOCH DATE  -        2002.00
 FZ0313  X           -     891,043.442 (meters)                     COMP
 FZ0313  Y           -  -5,083,893.568 (meters)                     COMP
 FZ0313  Z           -   3,734,977.640 (meters)                     COMP
 FZ0313  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 FZ0313  ELLIP HEIGHT-         264.261 (meters)          (02/10/07) ADJUSTED
 FZ0313  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 FZ0313  DYNAMIC HT  -         295.973 (meters)     971.04  (feet)  COMP
 FZ0313
 FZ0313  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ0313  Type    PID    Designation                      North   East  Ellip
 FZ0313  -------------------------------------------------------------------
 FZ0313  NETWORK FZ0313 BUNKER                            0.45   0.39   0.94
 FZ0313  -------------------------------------------------------------------
 FZ0313  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 FZ0313
 FZ0313  VERT ORDER  -  SECOND    CLASS 0
 FZ0313
 FZ0313.The horizontal coordinates were established by GPS observations
 FZ0313.and adjusted by the National Geodetic Survey in February 2007.
 FZ0313
 FZ0313.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ0313.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ0313.The horizontal coordinates are valid at the epoch date displayed above.
 FZ0313.The epoch date for horizontal control is a decimal equivalence
 FZ0313.of Year/Month/Day.
 FZ0313
 FZ0313.The orthometric height was determined by differential leveling
 FZ0313.and adjusted in June 1991.
 FZ0313
 FZ0313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ0313
 FZ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0313
 FZ0313.The ellipsoidal height was determined by GPS observations
 FZ0313.and is referenced to NAD 83.
 FZ0313
 FZ0313.The geoid height was determined by GEOID03.
 FZ0313
 FZ0313.The dynamic height is computed by dividing the NAVD 88
 FZ0313.geopotential number by the normal gravity value computed on the
 FZ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0313.degrees latitude (g = 980.6199 gals.).
 FZ0313
 FZ0313.The modeled gravity was interpolated from observed gravity values.
 FZ0313
 FZ0313;                    North         East     Units Scale Factor Converg.
 FZ0313;SPC NC       -   258,308.532   514,223.730   MT  0.99997543   -0 36 40.1
 FZ0313;SPC NC       -   847,467.24  1,687,082.35   sFT  0.99997543   -0 36 40.1
 FZ0313;UTM  17      - 3,992,554.443   584,744.620   MT  0.99968849   +0 33 15.1
 FZ0313
 FZ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0313!SPC NC       -   0.99995853  x   0.99997543  =   0.99993396
 FZ0313!UTM  17      -   0.99995853  x   0.99968849  =   0.99964703
 FZ0313
 FZ0313:                Primary Azimuth Mark                     Grid Az
 FZ0313:SPC NC       -  PACE                                     182 09 31.3
 FZ0313:UTM  17      -  PACE                                     180 59 36.1
 FZ0313
 FZ0313|---------------------------------------------------------------------|
 FZ0313| PID    Reference Object                     Distance      Geod. Az  |
 FZ0313|                                                           dddmmss.s |
 FZ0313| FZ0314 PACE                                439.457 METERS 1813251.2 |
 FZ0313|---------------------------------------------------------------------|
 FZ0313
 FZ0313                          SUPERSEDED SURVEY CONTROL
 FZ0313
 FZ0313  NAD 83(2001)-  36 04 26.02375(N)    080 03 31.89858(W) AD(       ) 1
 FZ0313  ELLIP H (03/13/03)  264.262  (m)                       GP(       ) 4 2
 FZ0313  NAD 83(1986)-  36 04 26.02983(N)    080 03 31.90669(W) AD(       ) 1
 FZ0313  NAD 83(1993)-  36 04 26.03052(N)    080 03 31.90618(W) AD(       ) 2
 FZ0313  NAD 83(1986)-  36 04 26.03076(N)    080 03 31.90587(W) AD(       ) 2
 FZ0313  NAD 27      -  36 04 25.53656(N)    080 03 32.75469(W) AD(       ) 2
 FZ0313  NAVD 88 (12/15/98)  296.24   (m)          971.9    (f) LEVELING    3  
 FZ0313  NGVD 29 (??/??/92)  296.447  (m)          972.59   (f) ADJ UNCH    2 0
 FZ0313
 FZ0313.Superseded values are not recommended for survey control.
 FZ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0313.See file dsdata.txt to determine how the superseded data were derived.
 FZ0313
 FZ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8474592554(NAD 83)
 FZ0313_MARKER: DE = TRAVERSE STATION DISK
 FZ0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0313_STAMPING: BUNKER 1968
 FZ0313_MARK LOGO: NCGS  
 FZ0313_PROJECTION: FLUSH
 FZ0313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FZ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0313+STABILITY: SURFACE MOTION
 FZ0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ0313+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 FZ0313
 FZ0313  HISTORY     - Date     Condition        Report By
 FZ0313  HISTORY     - 1968     MONUMENTED       NCGS
 FZ0313  HISTORY     - 1972     GOOD             NGS
 FZ0313  HISTORY     - 1984     GOOD             USPSQD
 FZ0313  HISTORY     - 1990     GOOD             USPSQD
 FZ0313  HISTORY     - 19940428 GOOD             NCGS
 FZ0313  HISTORY     - 20010314 GOOD             NCGS
 FZ0313  HISTORY     - 20060905 GOOD             USPSQD
 FZ0313
 FZ0313                          STATION DESCRIPTION
 FZ0313
 FZ0313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ0313'BUNKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0313'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ0313'
 FZ0313'BUNKER IS LOCATED APPROXIMATELY 3.2 MILES SSE OF
 FZ0313'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ0313'OF NC 66 AND I-40 AT KERNERSVILLE, GO SOUTH ON NC 66 FOR 3.0
 FZ0313'MILES TO BUNKER HILL CEMETERY AND STATION.  WHICH IS ON THE
 FZ0313'EAST SIDE OF NC 66 IN MIDDLE OF OPEN LOT BETWEEN CEMETERY
 FZ0313'AND BUNKER HILL SERVICE STATION.
 FZ0313'
 FZ0313'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0313'BUNKER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0313'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ0313'
 FZ0313'MARK IS
 FZ0313'
 FZ0313'82.1 FT ENE OF C/L OF NC 66
 FZ0313'
 FZ0313'107.0 FT SE OF SE CORNER OF BRICK COLUMN AT SW CORNER OF CEMETERY
 FZ0313'
 FZ0313'106.9 FT SE OF TP AT SW CORNER OF CEMETERY, AND WITH ALUMINUM
 FZ0313'REF. TAG
 FZ0313'
 FZ0313'86.4 FT SW OF 10 INCH CEDAR TREE AT SE CORNER OF CEMETERY, AND
 FZ0313'WITH ALUMINUM REF. TAG
 FZ0313'
 FZ0313'90.6 FT NW OF NE CORNER OF BUNKER HILL SERVICE STATION
 FZ0313'
 FZ0313'93.8 FT NNW OF NW CORNER OF BUNKER HILL SERVICE STATION
 FZ0313
 FZ0313                          STATION RECOVERY (1972)
 FZ0313
 FZ0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FZ0313'3.3 MI S FROM KERNERSVILLE.
 FZ0313'TO REACH STATION FROM THE BRIDGE ON NC 66 OVER I-40, PROCEED
 FZ0313'SOUTH ALONG NC 66 FOR 03.00 MILES TO BUNKER HILL CHURCH AND
 FZ0313'CEMETERY, AND STATION IN VACANT LOT BETWEEN CEMETERY AND BUNKER
 FZ0313'HILL SERVICE STATION, 0.05 MILE SOUTH OF SR 2611 (BUNKER
 FZ0313'HILL-SANDY RIDGE ROAD), 82.1 FEET ENE OF C/L OF NC 66, 107.0 FEET
 FZ0313'SE OF SE CORNER OF BRICK COLUMN AT SW CORNER OF CEMETERY, 86.4 FEET
 FZ0313'SW OF 10 INCH CEDAR WITH ALUMINUM REF. TAG AT SE CORNER OF
 FZ0313'CEMETERY, 90.6 FEET NW OF NE CORNER OF BUNKER HILL SERVICE
 FZ0313'STATION, AND 93.8 FEET NNW OF NW CORNER OF BUNKER HILL SERVICE
 FZ0313'STATION.  DISK IS SET 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ0313
 FZ0313                          STATION RECOVERY (1984)
 FZ0313
 FZ0313'RECOVERY NOTE BY US POWER SQUADRON 1984
 FZ0313'RECOVERED IN GOOD CONDITION.
 FZ0313
 FZ0313                          STATION RECOVERY (1990)
 FZ0313
 FZ0313'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FZ0313'RECOVERED IN GOOD CONDITION.
 FZ0313
 FZ0313                          STATION RECOVERY (1994)
 FZ0313
 FZ0313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ0313'RECOVERED AS DESCRIBED. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE
 FZ0313'ROAD AND RECESSED 1 INCH BELOW THE GROUND. LOCATED 82.1 FT (25.0 M)
 FZ0313'EAST OF THE CENTERLINE OF NC 66, 108.4 FT (33.0 M) SOUTHEAST OF A
 FZ0313'BRICK COLUMN AT THE EDGE OF A CEMETARY, 74.0 FT (22.6 M) SOUTH OF THE
 FZ0313'SOUTH EDGE OF ROY C, SUDIE C AND (POP) ERNEST N MARSHALL HEADSTONE,
 FZ0313'90.9 FT (27.7 M) NORTHWEST OF THE NORTHEAST CORNER OF BLOCK
 FZ0313'ADDITION--AND 99.5 FT (30.3 M) WEST-SOUTHWEST OF A POWER POLE WITH
 FZ0313'NIGHT LIGHT, 105.0 FT (32.0 M) SOUTHEAST OF A TELEPHONE POLE--BOTH
 FZ0313'WITH REFERENCE TAGS.
 FZ0313
 FZ0313                          STATION RECOVERY (2001)
 FZ0313
 FZ0313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ0313'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. ALONG NC 66 FOR
 FZ0313'0.85 MI (1.37 KM) SOUTH FROM THE I-40 BYPASS (EXIT 203), ON THE EAST
 FZ0313'SIDE OF THE ROAD.
 FZ0313
 FZ0313                          STATION RECOVERY (2006)
 FZ0313
 FZ0313'RECOVERY NOTE BY US POWER SQUADRON 2006
 FZ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2927 ***********************************************************************
 FA2927  DESIGNATION -  BUNKER
 FA2927  PID         -  FA2927
 FA2927  STATE/COUNTY-  NC/CATAWBA
 FA2927  USGS QUAD   -  NEWTON (1993)
 FA2927
 FA2927                         *CURRENT SURVEY CONTROL
 FA2927  ___________________________________________________________________
 FA2927* NAD 83(2001)-  35 43 30.79294(N)    081 08 38.20114(W)     ADJUSTED  
 FA2927* NAVD 88     -       289.2    (meters)     949.     (feet)  VERTCON   
 FA2927  ___________________________________________________________________
 FA2927  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 FA2927  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 FA2927  HORZ ORDER  -  SECOND
 FA2927
 FA2927.The horizontal coordinates were established by classical geodetic methods
 FA2927.and adjusted by the National Geodetic Survey in August 2005.
 FA2927
 FA2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2927
 FA2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2927
 FA2927.The geoid height was determined by GEOID03.
 FA2927
 FA2927;                    North         East     Units Scale Factor Converg.
 FA2927;SPC NC       -   221,208.615   415,660.081   MT  0.99990665   -1 14 14.7
 FA2927;SPC NC       -   725,748.60  1,363,711.45   sFT  0.99990665   -1 14 14.7
 FA2927;UTM  17      - 3,953,481.611   486,981.741   MT  0.99960209   -0 05 02.6
 FA2927
 FA2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2927!SPC NC       -   0.99995964  x   0.99990665  =   0.99986630
 FA2927!UTM  17      -   0.99995964  x   0.99960209  =   0.99956175
 FA2927
 FA2927:                Primary Azimuth Mark                     Grid Az
 FA2927:SPC NC       -  SHOT                                     081 09 58.0
 FA2927:UTM  17      -  SHOT                                     080 00 45.9
 FA2927
 FA2927|---------------------------------------------------------------------|
 FA2927| PID    Reference Object                     Distance      Geod. Az  |
 FA2927|                                                           dddmmss.s |
 FA2927| FA2900 SHOT                                APPROX. 2.4 KM 0795543.3 |
 FA2927|---------------------------------------------------------------------|
 FA2927
 FA2927                          SUPERSEDED SURVEY CONTROL
 FA2927
 FA2927  NAD 83(1986)-  35 43 30.80003(N)    081 08 38.20735(W) AD(       ) 2
 FA2927  NAD 27      -  35 43 30.32438(N)    081 08 38.91747(W) AD(       ) 2
 FA2927  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG    3  
 FA2927
 FA2927.Superseded values are not recommended for survey control.
 FA2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2927.See file dsdata.txt to determine how the superseded data were derived.
 FA2927
 FA2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8698253482(NAD 83)
 FA2927_MARKER: DE = TRAVERSE STATION DISK
 FA2927_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FA2927_SP_SET: WHEEL GUARD
 FA2927_STAMPING: BUNKER 1974
 FA2927_MARK LOGO: NCGS  
 FA2927_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2927+STABILITY: SURFACE MOTION
 FA2927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2927+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1998
 FA2927
 FA2927  HISTORY     - Date     Condition        Report By
 FA2927  HISTORY     - 1974     MONUMENTED       NCGS
 FA2927  HISTORY     - 19980126 GOOD             NCGS
 FA2927
 FA2927                          STATION DESCRIPTION
 FA2927
 FA2927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2927'BUNKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2927'VICINITY OF CLAREMONT, NORTH CAROLINA.
 FA2927'
 FA2927'BUNKER IS LOCATED APPROXIMATELY 0.7 MILE NNE OF CLAREMONT AND 4.2
 FA2927'MILES WNW OF CATAWBA.  TO REACH STATION FROM THE I-40 UNDERPASS OF
 FA2927'NC 16 NORTH OF CONOVER, PROCEED EAST ALONG I-40 FOR 4.15 MILES TO
 FA2927'SR 1716 (BUNKER HILL RD.) OVERPASS AND STATION ON WEST WALKWAY OF
 FA2927'BRIDGE, AND 0.7 MILE NORTH OF CLAREMONT TOWN HALL.
 FA2927'
 FA2927'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUNKER
 FA2927'1974, SET IN DRILLED HOLE IN WALKWAY, 1/4 INCH BELOW THE WALKWAY
 FA2927'SURFACE.
 FA2927'
 FA2927'MARK IS 2.3 FT ESE OF E EDGE OF W BRIDGE RAIL.
 FA2927'
 FA2927'35.0 FT SSW OF N END OF WALKWAY.
 FA2927'
 FA2927'15.0 FT WNW OF C/L OF BUNKER HILL RD. (SR 1716)
 FA2927'
 FA2927'1.0 FT WNW OF E EDGE OF W WALKWAY.
 FA2927
 FA2927                          STATION RECOVERY (1998)
 FA2927
 FA2927'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FA2927'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.
 FA2927'SR 1716 IS NOW NORTH LOOKOUT ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1417 ***********************************************************************
 FZ1417  DESIGNATION -  BUNKER
 FZ1417  PID         -  FZ1417
 FZ1417  STATE/COUNTY-  NC/GUILFORD
 FZ1417  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1417
 FZ1417                         *CURRENT SURVEY CONTROL
 FZ1417  ___________________________________________________________________
 FZ1417* NAD 83(2001)-  36 06 03.40000(N)    080 01 24.01676(W)     ADJUSTED  
 FZ1417* NAVD 88     -       283.4    (meters)     930.     (feet)  VERTCON   
 FZ1417  ___________________________________________________________________
 FZ1417  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 FZ1417  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FZ1417  HORZ ORDER  -  SECOND
 FZ1417
 FZ1417.The horizontal coordinates were established by classical geodetic methods
 FZ1417.and adjusted by the National Geodetic Survey in August 2005.
 FZ1417
 FZ1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1417
 FZ1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1417
 FZ1417.The geoid height was determined by GEOID03.
 FZ1417
 FZ1417;                    North         East     Units Scale Factor Converg.
 FZ1417;SPC NC       -   261,276.122   517,454.285   MT  0.99998232   -0 35 26.3
 FZ1417;SPC NC       -   857,203.41  1,697,681.27   sFT  0.99998232   -0 35 26.3
 FZ1417;UTM  17      - 3,995,586.272   587,913.222   MT  0.99969523   +0 34 31.8
 FZ1417
 FZ1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1417!SPC NC       -   0.99996054  x   0.99998232  =   0.99994286
 FZ1417!UTM  17      -   0.99996054  x   0.99969523  =   0.99965578
 FZ1417
 FZ1417:                Primary Azimuth Mark                     Grid Az
 FZ1417:SPC NC       -  MERON                                    112 26 52.1
 FZ1417:UTM  17      -  MERON                                    111 16 54.0
 FZ1417
 FZ1417|---------------------------------------------------------------------|
 FZ1417| PID    Reference Object                     Distance      Geod. Az  |
 FZ1417|                                                           dddmmss.s |
 FZ1417| FY3668 MERON                               APPROX. 2.6 KM 1115125.8 |
 FZ1417|---------------------------------------------------------------------|
 FZ1417
 FZ1417                          SUPERSEDED SURVEY CONTROL
 FZ1417
 FZ1417  NAD 83(1993)-  36 06 03.40605(N)    080 01 24.02496(W) AD(       ) 2
 FZ1417  NAD 83(1986)-  36 06 03.40647(N)    080 01 24.02498(W) AD(       ) 2
 FZ1417  NAD 27      -  36 06 02.91293(N)    080 01 24.88104(W) AD(       ) 2
 FZ1417  NGVD 29 (07/19/86)  283.6    (m)          930.     (f) VERT ANG    3  
 FZ1417
 FZ1417.Superseded values are not recommended for survey control.
 FZ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1417.See file dsdata.txt to determine how the superseded data were derived.
 FZ1417
 FZ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8791395586(NAD 83)
 FZ1417_MARKER: DE = TRAVERSE STATION DISK
 FZ1417_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FZ1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1417_STAMPING: BUNKER 1963
 FZ1417_MARK LOGO: NCGS  
 FZ1417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FZ1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1417+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 FZ1417
 FZ1417  HISTORY     - Date     Condition        Report By
 FZ1417  HISTORY     - 1963     MONUMENTED       NCGS
 FZ1417  HISTORY     - 20010426 GOOD             NCGS
 FZ1417
 FZ1417                          STATION DESCRIPTION
 FZ1417
 FZ1417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FZ1417'BUNKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1417'IN THE VICINITY OF GREENSBORO, NORTH CAROLINA.
 FZ1417'
 FZ1417'BUNKER IS 13.0 MILES W OF GREENSBORO, LOCATED 0.35 MILES NW
 FZ1417'ALONG I 40 FROM BRIDGE ON BUNKER HILL RD. (SR 1858).  1.3 MILES
 FZ1417'SE OF BRIDGE ON MACY GROVE RD. (SR 1860).  0.9 MILES SE OF
 FZ1417'COUNTY LINE OF FORSYTH AND GUILFORD.  IN THE MEDIAN AND AT
 FZ1417'CREST OF HILL.
 FZ1417'
 FZ1417'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1417'BUNKER 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1417'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1417'
 FZ1417'MARK IS
 FZ1417'
 FZ1417'31.2 FT NE OF C/L OF E BOUND LANE OF I 40
 FZ1417'
 FZ1417'23.0 FT SW OF C/L OF W BOUND LANE OF I 40
 FZ1417'
 FZ1417'110.5 FT SE OF ROAD REFLECTOR 49 093 ON W LANE
 FZ1417'
 FZ1417'111.5 FT SW OF ROAD REFLECTOR 49 097 ON W LANE
 FZ1417'
 FZ1417'114.4 FT NW OF ROAD REFLECTOR 49 097 ON E LANE
 FZ1417'
 FZ1417'116.5 FT NE OF ROAD REFLECTOR 49 093 ON E LANE
 FZ1417'
 FZ1417'34.1 FT S OF HIGHWAY STA. NO. 132+00 IN CONCRETE ON W BOUND LANE
 FZ1417'
 FZ1417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1417
 FZ1417                          STATION RECOVERY (2001)
 FZ1417
 FZ1417'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ1417'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 438.0 FT
 FZ1417'(133.5 M) SOUTHEAST OF THE INTERSECTION OF MILE MARKER 18 WITH THE
 FZ1417'CENTER OF THE MEDIAN--AND 4.9 FT (1.5 M) WEST OF A WOOD GUARDRAIL
 FZ1417'SPACER, 12.4 FT (3.8 M) NORTH OF A WOOD GUARDRAIL SPACER, 14.9 FT (4.5
 FZ1417'M) EAST OF A WOOD GUARDRAIL SPACER--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2401 ***********************************************************************
 EZ2401  DESIGNATION -  BUNN
 EZ2401  PID         -  EZ2401
 EZ2401  STATE/COUNTY-  NC/WAKE
 EZ2401  USGS QUAD   -  ROLESVILLE (1993)
 EZ2401
 EZ2401                         *CURRENT SURVEY CONTROL
 EZ2401  ___________________________________________________________________
 EZ2401* NAD 83(2001)-  35 54 41.67928(N)    078 22 48.28181(W)     ADJUSTED  
 EZ2401* NAVD 88     -        92.685  (meters)     304.08   (feet)  ADJUSTED  
 EZ2401  ___________________________________________________________________
 EZ2401  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 EZ2401  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EZ2401  DYNAMIC HT  -          92.604 (meters)     303.82  (feet)  COMP
 EZ2401  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 EZ2401
 EZ2401  HORZ ORDER  -  SECOND
 EZ2401  VERT ORDER  -  SECOND    CLASS II
 EZ2401
 EZ2401.The horizontal coordinates were established by classical geodetic methods
 EZ2401.and adjusted by the National Geodetic Survey in August 2005.
 EZ2401
 EZ2401.The orthometric height was determined by differential leveling
 EZ2401.and adjusted in June 1991.
 EZ2401
 EZ2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2401
 EZ2401.The geoid height was determined by GEOID03.
 EZ2401
 EZ2401.The dynamic height is computed by dividing the NAVD 88
 EZ2401.geopotential number by the normal gravity value computed on the
 EZ2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2401.degrees latitude (g = 980.6199 gals.).
 EZ2401
 EZ2401.The modeled gravity was interpolated from observed gravity values.
 EZ2401
 EZ2401;                    North         East     Units Scale Factor Converg.
 EZ2401;SPC NC       -   239,964.740   665,554.189   MT  0.99993878   +0 21 28.1
 EZ2401;SPC NC       -   787,284.32  2,183,572.37   sFT  0.99993878   +0 21 28.1
 EZ2401;UTM  17      - 3,977,312.833   736,416.548   MT  1.00028877   +1 32 14.6
 EZ2401
 EZ2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2401!SPC NC       -   0.99999073  x   0.99993878  =   0.99992951
 EZ2401!UTM  17      -   0.99999073  x   1.00028877  =   1.00027950
 EZ2401
 EZ2401:                Primary Azimuth Mark                     Grid Az
 EZ2401:SPC NC       -  CULTIVATE                                132 54 51.3
 EZ2401:UTM  17      -  CULTIVATE                                131 44 04.8
 EZ2401
 EZ2401|---------------------------------------------------------------------|
 EZ2401| PID    Reference Object                     Distance      Geod. Az  |
 EZ2401|                                                           dddmmss.s |
 EZ2401| EZ2400 CULTIVATE                           APPROX. 0.9 KM 1331619.4 |
 EZ2401| EZ2402 MILLPOND                            430.096 METERS 3171240.7 |
 EZ2401|---------------------------------------------------------------------|
 EZ2401
 EZ2401                          SUPERSEDED SURVEY CONTROL
 EZ2401
 EZ2401  NAD 83(1986)-  35 54 41.68505(N)    078 22 48.29296(W) AD(       ) 2
 EZ2401  NAD 27      -  35 54 41.13196(N)    078 22 49.30046(W) AD(       ) 2
 EZ2401  NGVD 29 (??/??/92)   92.965  (m)          305.00   (f) ADJ UNCH    2 2
 EZ2401
 EZ2401.Superseded values are not recommended for survey control.
 EZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2401.See file dsdata.txt to determine how the superseded data were derived.
 EZ2401
 EZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3641777313(NAD 83)
 EZ2401_MARKER: DE = TRAVERSE STATION DISK
 EZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2401_STAMPING: BUNN 1976
 EZ2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2401+STABILITY: SURFACE MOTION
 EZ2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ2401+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 EZ2401
 EZ2401  HISTORY     - Date     Condition        Report By
 EZ2401  HISTORY     - 1976     MONUMENTED       NCGS
 EZ2401  HISTORY     - 1976     GOOD             NCGS
 EZ2401  HISTORY     - 20041130 GOOD             USPSQD
 EZ2401
 EZ2401                          STATION DESCRIPTION
 EZ2401
 EZ2401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ2401'BUNN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2401'THE VICINITY OF ROLESVILLE, NORTH CAROLINA.
 EZ2401'
 EZ2401'BUNN IS LOCATED APPROXIMATELY 4.4 MILES EAST OF ROLESVILLE AND
 EZ2401'7.0 MILES NNW OF ZEBULON.  TO REACH STATION FROM INTERSECTION OF
 EZ2401'NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED
 EZ2401'SOUTHEAST ALONG NC 96 FOR 3.55 MILES TO STATION ON RIGHT, IN
 EZ2401'SOUTHEAST CORNER OF YARD OF W. BUNNS ONE STORY WHITE FRAME
 EZ2401'RENTAL HOUSE AND ACROSS HIGHWAY FROM SOUTH SIDE OF LITTLE RIVER
 EZ2401'MOBILE VILLAGE AND 0.25 MILE NORTHWEST OF T INTERSECTION WITH
 EZ2401'SR 2313 (E).
 EZ2401'
 EZ2401'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2401'BUNN 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2401'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2401'
 EZ2401'MARK IS 24.5 FT SW OF C/L OF NC 96
 EZ2401'
 EZ2401'58.2 FT SE OF C/L DIRT DRIVEWAY TO RESIDENCE
 EZ2401'
 EZ2401'76.5 FT ESE OF SOUTHEASTERNMOST CORNER OF RESIDENCE
 EZ2401'
 EZ2401'57.6 FT ENE OF CENTER OF TOP OF WELL
 EZ2401'
 EZ2401'119.3 FT NNW OF CENTER OF TOP OF TELEPHONE PEDESTAL 504S
 EZ2401'
 EZ2401'82.6 FT NE OF 12 INCH ELM WITH ALUMINUM REF. TAG
 EZ2401
 EZ2401                          STATION RECOVERY (1976)
 EZ2401
 EZ2401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2401'4.4 MI E FROM ROLESVILLE.
 EZ2401'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF
 EZ2401'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 3.55 MILES TO STATION ON
 EZ2401'RIGHT, IN SOUTHEAST CORNER OF YARD OF W. BUNNS ONE STORY WHITE FRAME
 EZ2401'RENTAL HOUSE, ACROSS HIGHWAY FROM SOUTH SIDE OF LITTLE RIVER MOBILE
 EZ2401'VILLAGE, AND 0.25 MILE NORTHWEST OF T INTERSECTION WITH SR 2313 (E).
 EZ2401'24.5 FT. SW OF CENTERLINE OF NC 96, 58.2 FT. SE OF CENTERLINE OF DIRT
 EZ2401'DRIVEWAY TO RESIDENCE, 76.5 FT. ESE OF SOUTHEASTERNMOST CORNER OF
 EZ2401'RESIDENCE, 57.6 FT. ENE OF CENTER OF TOP OF WELL, 119.3 FT. NNW OF
 EZ2401'CENTER OF TOP OF TELEPHONE PEDESTAL NO. 504S AND 82.6 FT. NE OF 12
 EZ2401'INCH ELM WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER,
 EZ2401'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2401
 EZ2401                          STATION RECOVERY (2004)
 EZ2401
 EZ2401'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV)
 EZ2401'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4288 ***********************************************************************
 EZ4288  DESIGNATION -  BUNN
 EZ4288  PID         -  EZ4288
 EZ4288  STATE/COUNTY-  NC/JOHNSTON
 EZ4288  USGS QUAD   -  SELMA (1988)
 EZ4288
 EZ4288                         *CURRENT SURVEY CONTROL
 EZ4288  ___________________________________________________________________
 EZ4288* NAD 83(2001)-  35 33 03.09460(N)    078 16 20.82258(W)     ADJUSTED  
 EZ4288* NAVD 88     -        55.3    (meters)     181.     (feet)  VERT ANG  
 EZ4288  ___________________________________________________________________
 EZ4288  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EZ4288  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 EZ4288  HORZ ORDER  -  SECOND
 EZ4288
 EZ4288.The horizontal coordinates were established by classical geodetic methods
 EZ4288.and adjusted by the National Geodetic Survey in August 2005.
 EZ4288
 EZ4288.The orthometric height was determined by vertical angle observations.
 EZ4288
 EZ4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4288
 EZ4288.The geoid height was determined by GEOID03.
 EZ4288
 EZ4288;                    North         East     Units Scale Factor Converg.
 EZ4288;SPC NC       -   200,012.268   675,561.589   MT  0.99988617   +0 25 11.7
 EZ4288;SPC NC       -   656,206.92  2,216,404.98   sFT  0.99988617   +0 25 11.7
 EZ4288;UTM  17      - 3,937,557.288   747,244.371   MT  1.00035337   +1 35 12.0
 EZ4288
 EZ4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4288!SPC NC       -   0.99999671  x   0.99988617  =   0.99988288
 EZ4288!UTM  17      -   0.99999671  x   1.00035337  =   1.00035008
 EZ4288
 EZ4288:                Primary Azimuth Mark                     Grid Az
 EZ4288:SPC NC       -  EDGE                                     003 45 54.4
 EZ4288:UTM  17      -  EDGE                                     002 35 54.1
 EZ4288
 EZ4288|---------------------------------------------------------------------|
 EZ4288| PID    Reference Object                     Distance      Geod. Az  |
 EZ4288|                                                           dddmmss.s |
 EZ4288| EZ4293 EDGE                                APPROX. 0.7 KM 0041106.1 |
 EZ4288| EZ4310 STANCIL                             234.518 METERS 21538     |
 EZ4288|---------------------------------------------------------------------|
 EZ4288
 EZ4288                          SUPERSEDED SURVEY CONTROL
 EZ4288
 EZ4288  NAD 83(1986)-  35 33 03.10088(N)    078 16 20.83175(W) AD(       ) 2
 EZ4288  NAD 83(1986)-  35 33 03.10246(N)    078 16 20.83335(W) AD(       ) 2
 EZ4288  NAD 27      -  35 33 02.52573(N)    078 16 21.83470(W) AD(       ) 2
 EZ4288  NGVD 29 (07/19/86)   56.     (m)          184.     (f) VERT ANG    3  
 EZ4288
 EZ4288.Superseded values are not recommended for survey control.
 EZ4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4288.See file dsdata.txt to determine how the superseded data were derived.
 EZ4288
 EZ4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4724437557(NAD 83)
 EZ4288_MARKER: DE = TRAVERSE STATION DISK
 EZ4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4288_STAMPING: BUNN 1967
 EZ4288_MARK LOGO: NCGS  
 EZ4288_PROJECTION: FLUSH
 EZ4288_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4288+STABILITY: SURFACE MOTION
 EZ4288
 EZ4288  HISTORY     - Date     Condition        Report By
 EZ4288  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4288  HISTORY     - 19860101 GOOD             NCGS
 EZ4288  HISTORY     - 19860101 GOOD             NCGS
 EZ4288  HISTORY     - 1987     GOOD             USPSQD
 EZ4288
 EZ4288                          STATION DESCRIPTION
 EZ4288
 EZ4288'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4288'BUNN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4288'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4288'
 EZ4288'BUNN IS LOCATED APPROXIMATELY 1.2 MILES NORTHEAST OF
 EZ4288'SELMA.  STATION IS AT THE INTERSECTION OF NC 39 WITH U.S. 301,
 EZ4288'IN CENTER OF A TRIANGULAR SHAPED TRAFFIC ISLAND, WHICH IS
 EZ4288'THE SOUTHERNMOST OF TWO TRAFFIC ISLANDS, ACROSS U.S. 301 FROM
 EZ4288'CAROLYN MOTEL, AND IN FRONT OF BUNN SERVICE STATION.
 EZ4288'
 EZ4288'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4288'BUNN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4288'WHICH IS 1 INCH BELOW THE ASPHALT.
 EZ4288'
 EZ4288'MARK IS
 EZ4288'
 EZ4288'22.6 FT NW OF C/L OF U.S. 301
 EZ4288'
 EZ4288'4.2 FT E OF 4X4 POST WITH HIGHWAY SIGN, AND WITH ALUMINUM REF. TAG
 EZ4288'
 EZ4288'10.7 FT E OF E CORNER OF TRAFFIC ISLAND
 EZ4288'
 EZ4288'11.7 FT S OF N CORNER OF TRAFFIC ISLAND
 EZ4288'
 EZ4288'19.9 FT NE OF SE CORNER OF TRAFFIC ISLAND
 EZ4288'
 EZ4288'55.2 FT NE OF 4X4 POST WITH KEEP RIGHT SIGN, AND WITH ALUMINUM
 EZ4288'REF. TAG
 EZ4288'
 EZ4288'91.9 FT N OF PP 14 WITH ALUMINUM REF. TAG ON SE SIDE OF U.S. 301
 EZ4288
 EZ4288                          STATION RECOVERY (1986)
 EZ4288
 EZ4288'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4288'RECOVERED AS DESCRIBED WITH FOLLOWING CORRECTIONS.  THE BUNN SERVICE
 EZ4288'STATION IS NOW AN ABANDONED WELDING SHOP.  MARK IS 1.4 M (4.6 FT)
 EZ4288'WEST-NORTWEST OF HIGHWAY SIGN POST WITH A REFERENCE TAG.
 EZ4288
 EZ4288                          STATION RECOVERY (1986)
 EZ4288
 EZ4288'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 EZ4288'RECOVERED AS DESCRIBED WITH FOLLOWING CORRECTIONS.  THE BUNN SERVICE
 EZ4288'STATION IS NOW AN ABANDONED WELDING SHOP.  MARK IS 1.4 M (4.6 FT)
 EZ4288'WEST-NORTWEST OF HIGHWAY SIGN POST WITH A REFERENCE TAG.
 EZ4288
 EZ4288                          STATION RECOVERY (1987)
 EZ4288
 EZ4288'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2585 ***********************************************************************
 FY2585  DESIGNATION -  BUNN
 FY2585  PID         -  FY2585
 FY2585  STATE/COUNTY-  NC/FRANKLIN
 FY2585  USGS QUAD   -  JUSTICE (1979)
 FY2585
 FY2585                         *CURRENT SURVEY CONTROL
 FY2585  ___________________________________________________________________
 FY2585* NAD 83(2007)-  36 01 38.20568(N)    078 13 35.75352(W)     ADJUSTED  
 FY2585* NAVD 88     -        99.7    (meters)     327.     (feet)  GPS OBS   
 FY2585  ___________________________________________________________________
 FY2585  EPOCH DATE  -        2002.00
 FY2585  X           -   1,053,726.443 (meters)                     COMP
 FY2585  Y           -  -5,055,627.395 (meters)                     COMP
 FY2585  Z           -   3,730,678.762 (meters)                     COMP
 FY2585  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY2585  ELLIP HEIGHT-          65.796 (meters)          (02/10/07) ADJUSTED
 FY2585  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 FY2585
 FY2585  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY2585  Type    PID    Designation                      North   East  Ellip
 FY2585  -------------------------------------------------------------------
 FY2585  NETWORK FY2585 BUNN                              0.43   0.35   1.31
 FY2585  -------------------------------------------------------------------
 FY2585
 FY2585.The horizontal coordinates were established by GPS observations
 FY2585.and adjusted by the National Geodetic Survey in February 2007.
 FY2585
 FY2585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY2585.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY2585.The horizontal coordinates are valid at the epoch date displayed above.
 FY2585.The epoch date for horizontal control is a decimal equivalence
 FY2585.of Year/Month/Day.
 FY2585
 FY2585.The orthometric height was determined by GPS observations and a
 FY2585.high-resolution geoid model.
 FY2585
 FY2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY2585
 FY2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2585
 FY2585.The ellipsoidal height was determined by GPS observations
 FY2585.and is referenced to NAD 83.
 FY2585
 FY2585.The geoid height was determined by GEOID03.
 FY2585
 FY2585;                    North         East     Units Scale Factor Converg.
 FY2585;SPC NC       -   252,899.027   679,306.746   MT  0.99996408   +0 26 47.0
 FY2585;SPC NC       -   829,719.56  2,228,692.22   sFT  0.99996408   +0 26 47.0
 FY2585;UTM  17      - 3,990,533.193   749,904.321   MT  1.00036959   +1 37 55.5
 FY2585
 FY2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2585!SPC NC       -   0.99998967  x   0.99996408  =   0.99995375
 FY2585!UTM  17      -   0.99998967  x   1.00036959  =   1.00035926
 FY2585
 FY2585|---------------------------------------------------------------------|
 FY2585| PID    Reference Object                     Distance      Geod. Az  |
 FY2585|                                                           dddmmss.s |
 FY2585| FY2584 BUNN AT AND T MICROWAVE              54.846 METERS 00524     |
 FY2585| FY3985 BUNN AZ MK                                         1622634.3 |
 FY2585| FY3986 BUNN RM 1                            27.995 METERS 22826     |
 FY2585| EZ4458 HARRIS CT AND T MICROWAVE           APPROX.14.7 KM 2463244.6 |
 FY2585| FY2650 LOUISBURG SOUTH MUN TANK            APPROX.10.5 KM 3082435.3 |
 FY2585| FY3987 BUNN RM 2                            34.509 METERS 31346     |
 FY2585| FY2647 LOUISBURG MUN STANDPIPE             APPROX.10.5 KM 3234313.3 |
 FY2585| FY2648 LOUISBURG NORTH MUN TANK            APPROX.11.3 KM 3273421.5 |
 FY2585|---------------------------------------------------------------------|
 FY2585
 FY2585                          SUPERSEDED SURVEY CONTROL
 FY2585
 FY2585  NAD 83(2001)-  36 01 38.20594(N)    078 13 35.75364(W) AD(       ) 1
 FY2585  ELLIP H (03/13/03)   65.798  (m)                       GP(       ) 4 2
 FY2585  NAD 83(1986)-  36 01 38.21027(N)    078 13 35.76475(W) AD(       ) 1
 FY2585  NAD 83(1993)-  36 01 38.20943(N)    078 13 35.76372(W) AD(       ) 2
 FY2585  NAD 83(1986)-  36 01 38.21027(N)    078 13 35.76475(W) AD(       ) 2
 FY2585  NAD 27      -  36 01 37.66339(N)    078 13 36.79146(W) AD(       ) 2
 FY2585  NGVD 29 (06/05/98)  100.0    (m)          328.     (f) GPS OBS     3  
 FY2585
 FY2585.Superseded values are not recommended for survey control.
 FY2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2585.See file dsdata.txt to determine how the superseded data were derived.
 FY2585
 FY2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4990490533(NAD 83)
 FY2585_MARKER: DS = TRIANGULATION STATION DISK
 FY2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY2585_STAMPING: BUNN 1969
 FY2585_MARK LOGO: CGS   
 FY2585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2585+STABILITY: SURFACE MOTION
 FY2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY2585+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2000
 FY2585
 FY2585  HISTORY     - Date     Condition        Report By
 FY2585  HISTORY     - 1969     MONUMENTED       CGS
 FY2585  HISTORY     - 1987     GOOD             USPSQD
 FY2585  HISTORY     - 19960703 GOOD             NCGS
 FY2585  HISTORY     - 20000831 GOOD             NCGS
 FY2585
 FY2585                          STATION DESCRIPTION
 FY2585
 FY2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2585'THE STATION IS ABOUT 6 MILES SOUTHEAST OF LOUISBURG AND 4-3/4
 FY2585'MILES NORTH-NORTHEAST OF BUNN, IN A CULTIVATED FIELD NEAR A
 FY2585'MICROWAVE MAST.
 FY2585'
 FY2585'TO REACH THE STATION FROM THE POST OFFICE IN BUNN, GO NORTH ON
 FY2585'STATE HIGHWAYS 98 AND 39 FOR 0.05 MILE TO WHERE HIGHWAY 98
 FY2585'TURNS LEFT (WEST) AND HIGHWAY 39 CONTINUES NORTH.  CONTINUE
 FY2585'NORTH ON HIGHWAY 39 FOR 1.65 MILES TO A PAVED CROSSROAD.  TURN
 FY2585'RIGHT AND GO NORTHEAST ON PAVED ROAD FOR 3.95 MILES TO THE
 FY2585'JUNCTION WITH COUNTY HIGHWAY 1001, A GROCERY STORE ON THE LEFT
 FY2585'AND THE AZIMUTH MARK STRAIGHT AHEAD.  TURN LEFT AND GO NORTH ON
 FY2585'HIGHWAY 1001 FOR 0.2 MILE TO THE ENTRANCE TO THE MICROWAVE
 FY2585'TOWER ON THE LEFT.  TURN LEFT, THEN LEFT AGAIN AND GO SOUTH
 FY2585'ALONG THE EAST SIDE OF A FENCE FOR 0.05 MILE TO A FENCE
 FY2585'CORNER.  TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE OF
 FY2585'FENCE FOR 0.05 MILE TO THE STATION.
 FY2585'
 FY2585'STATION MARK IS A STANDARD DISK, STAMPED BUNN 1969, SET IN THE
 FY2585'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 FY2585'24 INCHES BELOW THE GROUND SURFACE.  IT IS 202.0 FEET WEST OF
 FY2585'THE CENTERLINE OF A PAVED ROAD, 94.0 FEET SOUTHWEST OF A WITNESS
 FY2585'POST AND 53.0 FEET SOUTH OF A FENCE.  THE UNDERGROUND MARK IS
 FY2585'52 INCHES BELOW THE GROUND SURFACE.
 FY2585'
 FY2585'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUNN NO 1 1969, SET IN
 FY2585'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 FY2585'IS FLUSH WITH THE GROUND SURFACE.  IT IS 116.0 FEET WEST OF THE
 FY2585'CENTERLINE OF THE PAVED ROAD, 2.3 FEET SOUTH OF THE FENCE,
 FY2585'2.1 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT THE SAME
 FY2585'ELEVATION AS THE STATION.
 FY2585'
 FY2585'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUNN NO 2 1969,
 FY2585'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FY2585'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 36.5 FEET EAST
 FY2585'OF A FENCE CORNER, 1.0 FEET SOUTH OF THE FENCE AND ABOUT THE
 FY2585'SAME ELEVATION AS THE STATION.
 FY2585'
 FY2585'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUNN 1969, SET IN THE
 FY2585'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 FY2585'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 106.5 FEET SOUTHEAST
 FY2585'OF THE SOUTHEAST CORNER OF A GROCERY STORE, 35.0 FEET WEST OF
 FY2585'A POWER LINE POLE, 33.0 FEET EAST OF THE CENTERLINE OF COUNTY
 FY2585'HIGHWAY 1001 AND 10.5 FEET WEST OF A WITNESS POST.
 FY2585'
 FY2585'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 FY2585'TO OBSTRUCTIONS.
 FY2585'
 FY2585'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FY2585
 FY2585                          STATION RECOVERY (1987)
 FY2585
 FY2585'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2585'RECOVERED IN GOOD CONDITION.
 FY2585
 FY2585                          STATION RECOVERY (1996)
 FY2585
 FY2585'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY2585'RECOVERED AS DESCRIBED. THE PAVED CROSSROAD IS AT SR 1001 (FERRELLS
 FY2585'BRIDGE ROAD), TURN RIGHT ONTO SR 1001 WHICH BECOMES MORT HARRIS ROAD.
 FY2585'THE ROAD AT THE STORE IS SR 1611 (SLEDGE ROAD). REFERENCE MARK 2 IS
 FY2585'FLUSH WITH GROUND AND IN GOOD CONDITION. REFERENCE MARK 1 HAS ONLY THE
 FY2585'STEM REMAINING. THE AZIMUTH MARK MAY BE LOST.
 FY2585
 FY2585                          STATION RECOVERY (2000)
 FY2585
 FY2585'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 FY2585'RECOVERED AS DESCRIBED. STATION IS 21-INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2584 ***********************************************************************
 FY2584  DESIGNATION -  BUNN AT AND T MICROWAVE
 FY2584  PID         -  FY2584
 FY2584  STATE/COUNTY-  NC/FRANKLIN
 FY2584  USGS QUAD   -  JUSTICE (1979)
 FY2584
 FY2584                         *CURRENT SURVEY CONTROL
 FY2584  ___________________________________________________________________
 FY2584* NAD 83(2001)-  36 01 39.97841(N)    078 13 35.54950(W)     ADJUSTED  
 FY2584* NAVD 88     -              **(meters)            **(feet)            
 FY2584  ___________________________________________________________________
 FY2584  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY2584  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 FY2584  HORZ ORDER  -  THIRD
 FY2584
 FY2584.The horizontal coordinates were established by classical geodetic methods
 FY2584.and adjusted by the National Geodetic Survey in August 2005.
 FY2584
 FY2584
 FY2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2584
 FY2584.The geoid height was determined by GEOID03.
 FY2584
 FY2584;                    North         East     Units Scale Factor Converg.
 FY2584;SPC NC       -   252,953.703   679,311.427   MT  0.99996420   +0 26 47.1
 FY2584;SPC NC       -   829,898.94  2,228,707.57   sFT  0.99996420   +0 26 47.1
 FY2584;UTM  17      - 3,990,587.976   749,907.872   MT  1.00036961   +1 37 55.7
 FY2584
 FY2584                          SUPERSEDED SURVEY CONTROL
 FY2584
 FY2584  NAD 83(1993)-  36 01 39.98104(N)    078 13 35.55928(W) AD(       ) 4
 FY2584  NAD 83(1986)-  36 01 39.98183(N)    078 13 35.55872(W) AD(       ) 4
 FY2584  NAD 27      -  36 01 39.44453(N)    078 13 36.58631(W) AD(       ) 3
 FY2584
 FY2584.Superseded values are not recommended for survey control.
 FY2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2584.See file dsdata.txt to determine how the superseded data were derived.
 FY2584
 FY2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4990890588(NAD 83)
 FY2584_MARKER: 45 = MICROWAVE TOWER
 FY2584
 FY2584  HISTORY     - Date     Condition        Report By
 FY2584  HISTORY     - 1969     FIRST OBSERVED   CGS
 FY2584  HISTORY     - 19961118 GOOD             NCGS
 FY2584
 FY2584                          STATION DESCRIPTION
 FY2584
 FY2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 FY2584'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT TALL
 FY2584'MICROWAVE TOWER, OWNED BY THE AMERICAN TELEPHONE AND TELEGRAPH
 FY2584'COMPANY, LOCATED 4-3/4 MILES NORTH-NORTHEAST OF BUNN, 100 YARDS
 FY2584'WEST OF COUNTY ROAD 1001, AND 150 YARDS NORTH OF TRIANGULATION
 FY2584'STATION BUNN.
 FY2584'
 FY2584'THE COMPLETE NAME OF THIS STATION IS BUNN AMERICAN TELEPHONE
 FY2584'AND TELEGRAPH MICROWAVE KRT 31.
 FY2584
 FY2584                          STATION RECOVERY (1996)
 FY2584
 FY2584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY2584'RECOVERED AS DESCRIBED BUT NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4428 ***********************************************************************
 EZ4428  DESIGNATION -  BUNN LAKE
 EZ4428  PID         -  EZ4428
 EZ4428  STATE/COUNTY-  NC/FRANKLIN
 EZ4428  USGS QUAD   -  ZEBULON (1981)
 EZ4428
 EZ4428                         *CURRENT SURVEY CONTROL
 EZ4428  ___________________________________________________________________
 EZ4428* NAD 83(2001)-  35 51 41.66482(N)    078 16 05.98097(W)     ADJUSTED  
 EZ4428* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 EZ4428  ___________________________________________________________________
 EZ4428  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 EZ4428  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 EZ4428  HORZ ORDER  -  SECOND
 EZ4428
 EZ4428.The horizontal coordinates were established by classical geodetic methods
 EZ4428.and adjusted by the National Geodetic Survey in August 2005.
 EZ4428
 EZ4428.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4428
 EZ4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4428
 EZ4428.The geoid height was determined by GEOID03.
 EZ4428
 EZ4428;                    North         East     Units Scale Factor Converg.
 EZ4428;SPC NC       -   234,485.631   675,681.277   MT  0.99992912   +0 25 20.3
 EZ4428;SPC NC       -   769,308.27  2,216,797.66   sFT  0.99992912   +0 25 20.3
 EZ4428;UTM  17      - 3,972,041.267   746,658.193   MT  1.00034975   +1 36 04.0
 EZ4428
 EZ4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4428!SPC NC       -   0.99999160  x   0.99992912  =   0.99992072
 EZ4428!UTM  17      -   0.99999160  x   1.00034975  =   1.00034135
 EZ4428
 EZ4428:                Primary Azimuth Mark                     Grid Az
 EZ4428:SPC NC       -  TANT                                     073 30 48.7
 EZ4428:UTM  17      -  TANT                                     072 20 05.0
 EZ4428
 EZ4428|---------------------------------------------------------------------|
 EZ4428| PID    Reference Object                     Distance      Geod. Az  |
 EZ4428|                                                           dddmmss.s |
 EZ4428| EZ4427 TANT                                APPROX. 1.0 KM 0735609.0 |
 EZ4428|---------------------------------------------------------------------|
 EZ4428
 EZ4428                          SUPERSEDED SURVEY CONTROL
 EZ4428
 EZ4428  NAD 83(1986)-  35 51 41.67278(N)    078 16 05.99224(W) AD(       ) 2
 EZ4428  NAD 27      -  35 51 41.11948(N)    078 16 07.00707(W) AD(       ) 2
 EZ4428  NGVD 29 (07/19/86)   87.9    (m)          288.     (f) VERT ANG    3  
 EZ4428
 EZ4428.Superseded values are not recommended for survey control.
 EZ4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4428.See file dsdata.txt to determine how the superseded data were derived.
 EZ4428
 EZ4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4665872041(NAD 83)
 EZ4428_MARKER: DE = TRAVERSE STATION DISK
 EZ4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4428_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4428+STABILITY: SURFACE MOTION
 EZ4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4428+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 EZ4428
 EZ4428  HISTORY     - Date     Condition        Report By
 EZ4428  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4428  HISTORY     - 20051219 GOOD             USPSQD
 EZ4428
 EZ4428                          STATION DESCRIPTION
 EZ4428
 EZ4428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4428'BUNN LAKE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4428'APPROXIMATELY 3.6 MILES NORTHEAST OF ZEBULON (WAKE CO), NORTH CAROLINA
 EZ4428'AT THE NC 39 OVERPASS OF US 64 NORTHEAST OF ZEBULON, AND NEAR THE
 EZ4428'NORTHWEST CORNER OF BRIDGE.
 EZ4428'
 EZ4428'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BUNN LAKE 1976---,
 EZ4428'SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES
 EZ4428'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 19.4 FEET WEST-NORTHWEST
 EZ4428'OF THE CENTERLINE OF NC 39, 6.7 FEET NORTHEAST OF CENTER OF NORTHWEST
 EZ4428'END OF CONCRETE BRIDGE RAIL, 2.3 FEET EAST-SOUTHEAST OF METAL GUARD
 EZ4428'RAIL, 100.2 FEET SOUTHWEST OF WESTERNMOST OF TWO METAL SUPPORT POST OF
 EZ4428'SIGN IN EAST SHOULDER OF NC 39 AND 121.5 FEET SOUTH-SOUTHWEST OF
 EZ4428'NORTHWEST END OF METAL GUARD RAIL.
 EZ4428
 EZ4428                          STATION RECOVERY (2005)
 EZ4428
 EZ4428'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EZ4428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4364 ***********************************************************************
 EZ4364  DESIGNATION -  BUNN MUN WATER TANK
 EZ4364  PID         -  EZ4364
 EZ4364  STATE/COUNTY-  NC/FRANKLIN
 EZ4364  USGS QUAD   -  BUNN WEST (1973)
 EZ4364
 EZ4364                         *CURRENT SURVEY CONTROL
 EZ4364  ___________________________________________________________________
 EZ4364* NAD 83(2001)-  35 57 45.68154(N)    078 15 22.67607(W)     ADJUSTED  
 EZ4364* NAVD 88     -              **(meters)            **(feet)            
 EZ4364  ___________________________________________________________________
 EZ4364  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 EZ4364  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 EZ4364  HORZ ORDER  -  THIRD
 EZ4364
 EZ4364.The horizontal coordinates were established by classical geodetic methods
 EZ4364.and adjusted by the National Geodetic Survey in August 2005.
 EZ4364
 EZ4364
 EZ4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4364
 EZ4364.The geoid height was determined by GEOID03.
 EZ4364
 EZ4364;                    North         East     Units Scale Factor Converg.
 EZ4364;SPC NC       -   245,712.244   676,683.606   MT  0.99994945   +0 25 45.3
 EZ4364;SPC NC       -   806,140.92  2,220,086.13   sFT  0.99994945   +0 25 45.3
 EZ4364;UTM  17      - 3,983,290.796   747,429.273   MT  1.00035443   +1 36 43.5
 EZ4364
 EZ4364                          SUPERSEDED SURVEY CONTROL
 EZ4364
 EZ4364  NAD 83(1986)-  35 57 45.68773(N)    078 15 22.68812(W) AD(       ) 4
 EZ4364  NAD 27      -  35 57 45.13939(N)    078 15 23.70909(W) AD(       ) 3
 EZ4364
 EZ4364.Superseded values are not recommended for survey control.
 EZ4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4364.See file dsdata.txt to determine how the superseded data were derived.
 EZ4364
 EZ4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4742983291(NAD 83)
 EZ4364_MARKER: 53 = ELEVATED TANK
 EZ4364
 EZ4364  HISTORY     - Date     Condition        Report By
 EZ4364  HISTORY     - 1976     FIRST OBSERVED   NCGS
 EZ4364
 EZ4364                          STATION DESCRIPTION
 EZ4364
 EZ4364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ESL)
 EZ4364'BUNN MUNICIPAL WATER TANK IS A N.C. GEODETIC SURVEY INTERSECTION
 EZ4364'STATION LOCATED IN BUNN, NORTH CAROLINA.
 EZ4364'
 EZ4364'TO REACH STATION FROM T INTERSECTION OF NC 39 WITH NC 98 (WEST),
 EZ4364'PROCEED NORTHERLY ALONG NC 39 FOR 0.2 MILE TO BUNN UNITED METHODIST
 EZ4364'CHURCH ON LEFT AND WATER TANK APPROXIMATELY 105 FEET WEST (BEHIND) OF
 EZ4364'CHURCH AND APPROXIMATELY 200 FEET WEST-SOUTHWEST OF CENTERLINE OF NC
 EZ4364'39.
 EZ4364'
 EZ4364'THE WATER TANK IS GREEN WITH FOUR LEGS.  POINT INTERSECTED WAS THE CAP
 EZ4364'ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3986 ***********************************************************************
 FY3986  DESIGNATION -  BUNN RM 1
 FY3986  PID         -  FY3986
 FY3986  STATE/COUNTY-  NC/FRANKLIN
 FY3986  USGS QUAD   -  JUSTICE (1979)
 FY3986
 FY3986                         *CURRENT SURVEY CONTROL
 FY3986  ___________________________________________________________________
 FY3986* NAD 83(2001)-  36 01 38.44552(N)    078 13 34.67381(W)     ADJUSTED  
 FY3986* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 FY3986  ___________________________________________________________________
 FY3986  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY3986  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 FY3986  HORZ ORDER  -  THIRD
 FY3986
 FY3986.The horizontal coordinates were established by classical geodetic methods
 FY3986.and adjusted by the National Geodetic Survey in August 2005.
 FY3986
 FY3986.The orthometric height was scaled from a topographic map.
 FY3986
 FY3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3986
 FY3986.The geoid height was determined by GEOID03.
 FY3986
 FY3986;                    North         East     Units Scale Factor Converg.
 FY3986;SPC NC       -   252,906.630   679,333.719   MT  0.99996409   +0 26 47.6
 FY3986;SPC NC       -   829,744.50  2,228,780.71   sFT  0.99996409   +0 26 47.6
 FY3986;UTM  17      - 3,990,541.356   749,931.142   MT  1.00036976   +1 37 56.1
 FY3986
 FY3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3986!SPC NC       -   0.99998967  x   0.99996409  =   0.99995376
 FY3986!UTM  17      -   0.99998967  x   1.00036976  =   1.00035943
 FY3986
 FY3986                          SUPERSEDED SURVEY CONTROL
 FY3986
 FY3986  NAD 83(1986)-  36 01 37.60766(N)    078 13 36.60135(W) AD(       ) 4
 FY3986
 FY3986.Superseded values are not recommended for survey control.
 FY3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3986.See file dsdata.txt to determine how the superseded data were derived.
 FY3986
 FY3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4993190541(NAD 83)
 FY3986_MARKER: DR = REFERENCE MARK DISK
 FY3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3986_MARK LOGO: CGS   
 FY3986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3986+STABILITY: SURFACE MOTION
 FY3986
 FY3986  HISTORY     - Date     Condition        Report By
 FY3986  HISTORY     - 1969     MONUMENTED       CGS
 FY3986  HISTORY     - 19960703 SEE DESCRIPTION  NCGS
 FY3986
 FY3986                          STATION DESCRIPTION
 FY3986
 FY3986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY3986'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF LOUISBURG AND 4.75
 FY3986'MI (7.64 KM) NORTH-NORTHEAST OF BUNN. ALONG SR 1001 (MORT HARRIS ROAD)
 FY3986'FOR 0.2 MI (0.3 KM) FROM SR 1611 (SLEDGE ROAD), IN A CULTIVATED FIELD,
 FY3986'NEAR A MICROWAVE MAST. MARK IS FLUSH WITH GROUND. LOCATED 116 FT (35.4
 FY3986'M) WEST OF THE CENTERLINE OF THE ROAD, 2.3 FT (0.7 M) SOUTH OF A
 FY3986'FENCE, AND 2.1 FT (0.6 M) SOUTHWEST OF A WITNESS POST.  NOTE--RECOVERY
 FY3986'OF 1996 SHOWED STEM ONLY REMAINS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3987 ***********************************************************************
 FY3987  DESIGNATION -  BUNN RM 2
 FY3987  PID         -  FY3987
 FY3987  STATE/COUNTY-  NC/FRANKLIN
 FY3987  USGS QUAD   -  JUSTICE (1979)
 FY3987
 FY3987                         *CURRENT SURVEY CONTROL
 FY3987  ___________________________________________________________________
 FY3987* NAD 83(2001)-  36 01 38.99734(N)    078 13 36.72829(W)     ADJUSTED  
 FY3987* NAVD 88     -       100.     (meters)     328.     (feet)  SCALED    
 FY3987  ___________________________________________________________________
 FY3987  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 FY3987  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 FY3987  HORZ ORDER  -  THIRD
 FY3987
 FY3987.The horizontal coordinates were established by classical geodetic methods
 FY3987.and adjusted by the National Geodetic Survey in August 2005.
 FY3987
 FY3987.The orthometric height was scaled from a topographic map.
 FY3987
 FY3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3987
 FY3987.The geoid height was determined by GEOID03.
 FY3987
 FY3987;                    North         East     Units Scale Factor Converg.
 FY3987;SPC NC       -   252,923.236   679,282.152   MT  0.99996413   +0 26 46.4
 FY3987;SPC NC       -   829,798.98  2,228,611.53   sFT  0.99996413   +0 26 46.4
 FY3987;UTM  17      - 3,990,556.898   749,879.221   MT  1.00036944   +1 37 54.9
 FY3987
 FY3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3987!SPC NC       -   0.99998967  x   0.99996413  =   0.99995380
 FY3987!UTM  17      -   0.99998967  x   1.00036944  =   1.00035911
 FY3987
 FY3987                          SUPERSEDED SURVEY CONTROL
 FY3987
 FY3987  NAD 83(1986)-  36 01 38.98465(N)    078 13 36.76021(W) AD(       ) 4
 FY3987
 FY3987.Superseded values are not recommended for survey control.
 FY3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3987.See file dsdata.txt to determine how the superseded data were derived.
 FY3987
 FY3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4987990557(NAD 83)
 FY3987_MARKER: DR = REFERENCE MARK DISK
 FY3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3987_STAMPING: BUNN NO 2 1968
 FY3987_MARK LOGO: CGS   
 FY3987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3987+STABILITY: SURFACE MOTION
 FY3987
 FY3987  HISTORY     - Date     Condition        Report By
 FY3987  HISTORY     - 1968     MONUMENTED       CGS
 FY3987  HISTORY     - 19960703 GOOD             NCGS
 FY3987
 FY3987                          STATION DESCRIPTION
 FY3987
 FY3987'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY3987'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF LOUISBURG AND 4.75
 FY3987'MI (7.64 KM) NORTH-NORTHEAST OF BUNN. ALONG SR 1001 (MORT HARRIS ROAD)
 FY3987'FOR 0.2 MI (0.3 KM) FROM SR 1611 (SLEDGE ROAD), IN A CULTIVATED FIELD,
 FY3987'NEAR A MICROWAVE MAST.  MARK IS FLUSH WITH GROUND. LOCATED 36.5 FT
 FY3987'(11.1 M) EAST OF A FENCE CORNER, AND 1 FT (0.3 M) SOUTH OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4376 ***********************************************************************
 EZ4376  DESIGNATION -  BUNN WEYERHAUSER RADIO ANT
 EZ4376  PID         -  EZ4376
 EZ4376  STATE/COUNTY-  NC/FRANKLIN
 EZ4376  USGS QUAD   -  BUNN WEST (1973)
 EZ4376
 EZ4376                         *CURRENT SURVEY CONTROL
 EZ4376  ___________________________________________________________________
 EZ4376* NAD 83(2001)-  35 57 49.30331(N)    078 15 54.82399(W)     ADJUSTED  
 EZ4376* NAVD 88     -              **(meters)            **(feet)            
 EZ4376  ___________________________________________________________________
 EZ4376  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EZ4376  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 EZ4376  HORZ ORDER  -  THIRD
 EZ4376
 EZ4376.The horizontal coordinates were established by classical geodetic methods
 EZ4376.and adjusted by the National Geodetic Survey in August 2005.
 EZ4376
 EZ4376
 EZ4376.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4376
 EZ4376.The geoid height was determined by GEOID03.
 EZ4376
 EZ4376;                    North         East     Units Scale Factor Converg.
 EZ4376;SPC NC       -   245,817.866   675,877.304   MT  0.99994967   +0 25 26.7
 EZ4376;SPC NC       -   806,487.45  2,217,440.79   sFT  0.99994967   +0 25 26.7
 EZ4376;UTM  17      - 3,983,379.788   746,620.638   MT  1.00034951   +1 36 24.7
 EZ4376
 EZ4376                          SUPERSEDED SURVEY CONTROL
 EZ4376
 EZ4376  NAD 83(1986)-  35 57 49.30933(N)    078 15 54.83604(W) AD(       ) 4
 EZ4376  NAD 27      -  35 57 48.76062(N)    078 15 55.85600(W) AD(       ) 3
 EZ4376
 EZ4376.Superseded values are not recommended for survey control.
 EZ4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4376.See file dsdata.txt to determine how the superseded data were derived.
 EZ4376
 EZ4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4662183380(NAD 83)
 EZ4376_MARKER: 41 = ANTENNA MAST
 EZ4376
 EZ4376  HISTORY     - Date     Condition        Report By
 EZ4376  HISTORY     - 1976     FIRST OBSERVED   NCGS
 EZ4376
 EZ4376                          STATION DESCRIPTION
 EZ4376
 EZ4376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ESL)
 EZ4376'BUNN WEYERHAUSER RADIO ANTENNA IS A N.C. GEODETIC SURVEY
 EZ4376'INTERSECTION STATION LOCATED APPROXIMATELY 0.8 MILES WEST-NORTHWEST OF
 EZ4376'BUNN, NORTH CAROLINA.
 EZ4376'
 EZ4376'TO REACH STATION FROM T INTERSECTION OF NC 39 WITH NC 98 IN BUNN,
 EZ4376'PROCEED WEST ALONG NC 98 FOR 0.7 MILE TO DIRT ROAD ON RIGHT (ENTRANCE
 EZ4376'INTO WEYERHAUSER WOODYARD), THENCE NORTHERLY ALONG DIRT ROAD FOR 0.3
 EZ4376'MILE TO FENCE AND TRUCK SCALES AND RADIO TOWER APPROXIMATELY 105 YARDS
 EZ4376'EAST-SOUTHEAST FROM TRUCK SCALES.
 EZ4376'
 EZ4376'THE RADIO TOWER IS PAINTED RED AND WHITE.  THE POINT INTERSECTED WAS
 EZ4376'THE RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4924 ***********************************************************************
 EZ4924  CBN         -  This is a Cooperative Base Network Control Station.
 EZ4924  DESIGNATION -  BUNNLEVEL
 EZ4924  PID         -  EZ4924
 EZ4924  STATE/COUNTY-  NC/HARNETT
 EZ4924  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4924
 EZ4924                         *CURRENT SURVEY CONTROL
 EZ4924  ___________________________________________________________________
 EZ4924* NAD 83(2007)-  35 18 32.26295(N)    078 46 52.76233(W)     ADJUSTED  
 EZ4924* NAVD 88     -        44.06   (meters)     144.6    (feet)  LEVELING  
 EZ4924  ___________________________________________________________________
 EZ4924  EPOCH DATE  -        2002.00
 EZ4924  X           -   1,013,762.966 (meters)                     COMP
 EZ4924  Y           -  -5,111,132.151 (meters)                     COMP
 EZ4924  Z           -   3,665,898.249 (meters)                     COMP
 EZ4924  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 EZ4924  ELLIP HEIGHT-          10.682 (meters)          (02/10/07) ADJUSTED
 EZ4924  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 EZ4924
 EZ4924  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ4924  Type    PID    Designation                      North   East  Ellip
 EZ4924  -------------------------------------------------------------------
 EZ4924  NETWORK EZ4924 BUNNLEVEL                         0.22   0.20   0.57
 EZ4924  -------------------------------------------------------------------
 EZ4924  VERT ORDER  -  THIRD ?
 EZ4924
 EZ4924.The horizontal coordinates were established by GPS observations
 EZ4924.and adjusted by the National Geodetic Survey in February 2007.
 EZ4924
 EZ4924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ4924.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ4924.The horizontal coordinates are valid at the epoch date displayed above.
 EZ4924.The epoch date for horizontal control is a decimal equivalence
 EZ4924.of Year/Month/Day.
 EZ4924
 EZ4924.The orthometric height was determined by differential leveling.
 EZ4924.The vertical network tie was performed by a horz. field party for horz.
 EZ4924.obs reductions. Reset procedures were used to establish the elevation.
 EZ4924
 EZ4924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ4924
 EZ4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4924
 EZ4924.The ellipsoidal height was determined by GPS observations
 EZ4924.and is referenced to NAD 83.
 EZ4924
 EZ4924.The geoid height was determined by GEOID03.
 EZ4924
 EZ4924;                    North         East     Units Scale Factor Converg.
 EZ4924;SPC NC       -   172,957.551   629,485.989   MT  0.99987309   +0 07 34.4
 EZ4924;SPC NC       -   567,444.90  2,065,238.62   sFT  0.99987309   +0 07 34.4
 EZ4924;UTM  17      - 3,909,564.598   701,710.885   MT  1.00010144   +1 16 58.1
 EZ4924
 EZ4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4924!SPC NC       -   0.99999832  x   0.99987309  =   0.99987141
 EZ4924!UTM  17      -   0.99999832  x   1.00010144  =   1.00009976
 EZ4924
 EZ4924:                Primary Azimuth Mark                     Grid Az
 EZ4924:SPC NC       -  COATS MUNICIPAL TANK                     041 22 46.9
 EZ4924:UTM  17      -  COATS MUNICIPAL TANK                     040 13 23.2
 EZ4924
 EZ4924|---------------------------------------------------------------------|
 EZ4924| PID    Reference Object                     Distance      Geod. Az  |
 EZ4924|                                                           dddmmss.s |
 EZ4924| EZ4733 COATS MUNICIPAL TANK                APPROX.14.9 KM 0413021.3 |
 EZ4924| EZ4728 ERWIN MILLS INC SMALL TANK          APPROX. 9.7 KM 0765501.5 |
 EZ4924| EZ4727 ERWIN MILLS INC LARGE STACK         APPROX. 9.6 KM 0771358.8 |
 EZ4924| EZ4684 DUNN MUNICIPAL STANDPIPE            APPROX.15.9 KM 0884654.5 |
 EZ4924| EZ4930 BETHUNE                             435.038 METERS 1861506.4 |
 EZ4924| EZ6100 BUNNLEVEL RM 1                       29.983 METERS 19522     |
 EZ4924| EZ4810 PALESTINE LOOKOUT TOWER             APPROX.12.7 KM 2095314.5 |
 EZ4924| AH5386 BUNNLEVEL FRIENDSHIP BAPT STP                      2543523.6 |
 EZ4924| EZ6101 BUNNLEVEL RM 2                       25.131 METERS 28956     |
 EZ4924| EZ4908 LILLINGTON MUNICIPAL TANK           APPROX.10.2 KM 3382400.1 |
 EZ4924| AH5385 BUNNLEVEL PRESBY CH STEEPLE                        3421705.9 |
 EZ4924| EZ4933 BUNNLEVEL AZ MK                     APPROX. 0.5 KM 3424308.0 |
 EZ4924| EZ4926 JACKSONVILLE WASH AWY BCN 39        APPROX. 5.6 KM 3432824.2 |
 EZ4924| EZ4929 NC 251                               64.009 METERS 34953     |
 EZ4924|---------------------------------------------------------------------|
 EZ4924
 EZ4924                          SUPERSEDED SURVEY CONTROL
 EZ4924
 EZ4924  NAD 83(2001)-  35 18 32.26306(N)    078 46 52.76239(W) AD(       ) B
 EZ4924  ELLIP H (01/30/03)   10.717  (m)                       GP(       ) 4 2
 EZ4924  NAD 83(1995)-  35 18 32.26352(N)    078 46 52.76191(W) AD(       ) B
 EZ4924  ELLIP H (09/11/96)   10.684  (m)                       GP(       ) 4 1
 EZ4924  NAD 83(1986)-  35 18 32.26839(N)    078 46 52.77019(W) AD(       ) 1
 EZ4924  NAD 27      -  35 18 31.68500(N)    078 46 53.68100(W) AD(       ) 1
 EZ4924  NGVD 29 (07/19/86)   44.34   (m)          145.5    (f) LEVELING    3  
 EZ4924
 EZ4924.Superseded values are not recommended for survey control.
 EZ4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4924.See file dsdata.txt to determine how the superseded data were derived.
 EZ4924
 EZ4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0171109565(NAD 83)
 EZ4924_MARKER: DS = TRIANGULATION STATION DISK
 EZ4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4924_STAMPING: BUNNLEVEL 1949
 EZ4924_MARK LOGO: CGS   
 EZ4924_PROJECTION: FLUSH
 EZ4924_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4924+STABILITY: SURFACE MOTION
 EZ4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4924+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2007
 EZ4924
 EZ4924  HISTORY     - Date     Condition        Report By
 EZ4924  HISTORY     - 1949     MONUMENTED       CGS
 EZ4924  HISTORY     - 1957     GOOD             CGS
 EZ4924  HISTORY     - 1964     GOOD             AMS
 EZ4924  HISTORY     - 1972     GOOD             NCGS
 EZ4924  HISTORY     - 19840101 GOOD             NCGS
 EZ4924  HISTORY     - 1987     GOOD             USPSQD
 EZ4924  HISTORY     - 19950110 GOOD             NCGS
 EZ4924  HISTORY     - 19950226 GOOD             NCGS
 EZ4924  HISTORY     - 19970430 GOOD             NCGS
 EZ4924  HISTORY     - 19980629 GOOD             NCGS
 EZ4924  HISTORY     - 20010116 GOOD             NCGS
 EZ4924  HISTORY     - 20010118 GOOD             NCGS
 EZ4924  HISTORY     - 20041102 GOOD             NCGS
 EZ4924  HISTORY     - 20041102 GOOD             NCGS
 EZ4924  HISTORY     - 20050720 GOOD             NCGS
 EZ4924  HISTORY     - 20061031 GOOD             NCGS
 EZ4924  HISTORY     - 20070116 GOOD             NCGS
 EZ4924
 EZ4924                          STATION DESCRIPTION
 EZ4924
 EZ4924'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ4924'STATION IS LOCATED ABOUT 8 MILES WEST OF DUNN AND 6-1/2 MILES
 EZ4924'SOUTHEAST OF LILLINGTON IN THE VILLAGE OF BUNNLEVEL.  IT IS
 EZ4924'87 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 15A
 EZ4924'AND PAVED ROAD EAST, 51 FEET EAST OF THE CENTER OF HIGHWAY, 30
 EZ4924'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME BUILDING AND 5
 EZ4924'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 EZ4924'DISK IS STAMPED BUNNLEVEL 1949.
 EZ4924'
 EZ4924'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER OF
 EZ4924'HIGHWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 EZ4924'BUNNLEVEL NO 1 1949.
 EZ4924'
 EZ4924'REFERENCE MARK NO. 2 IS 30 FEET WEST OF THE CENTER OF HIGHWAY
 EZ4924'AND 1 FOOT EAST OF A POWERLINE POLE.  THE MARK PROJECTS 4
 EZ4924'INCHES AND THE DISK IS STAMPED BUNNLEVEL NO 2 1949.
 EZ4924'
 EZ4924'251 (NCGS) IS 140 FEET NORTHEAST OF THE INTERSECTION OF
 EZ4924'U.S. HIGHWAY NO. 15A AND PAVED ROAD EAST AND 20 FEET EAST OF
 EZ4924'THE CENTER OF HIGHWAY.  THE MARK, A CONCRETE POST 6 INCHES IN
 EZ4924'DIAMETER, IS UNDERGROUND 10 INCHES WITH A BRONZE DISK ON THE
 EZ4924'TOP STAMPED NC 251.
 EZ4924'
 EZ4924'AZIMUTH MARK IS 165 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 EZ4924'NO. 15A, 71 FEET SOUTH OF THE SOUTHWEST CORNER OF A CHURCH,
 EZ4924'2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 EZ4924'POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 EZ4924'STAMPED BUNNLEVEL 1949.
 EZ4924'
 EZ4924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 EZ4924'NO. 210 AND U.S. HIGHWAY NO. 15A IN LILLINGTON, GO SOUTHEAST
 EZ4924'ON U.S. HIGHWAY NO. 15A FOR 5.95 MILES TO THE AZIMUTH MARK ON
 EZ4924'THE LEFT, CONTINUE FOR 0.35 MILE TO THE STATION ON THE LEFT AS
 EZ4924'DESCRIBED.
 EZ4924'
 EZ4924'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 EZ4924
 EZ4924                          STATION RECOVERY (1957)
 EZ4924
 EZ4924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ4924'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EZ4924'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 EZ4924'TO THE MARKS AND FOUND TO BE CORRECT.  DUE TO CHANGES IN HIGHWAY
 EZ4924'NUMBERS, A NEW TO-REACH DESCRIPTION FOLLOWS.
 EZ4924'
 EZ4924'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 401 AND STATE
 EZ4924'HIGHWAY NO. 210 IN LILLINGTON, GO SOUTHEAST ON U.S. HIGHWAY
 EZ4924'NO. 401 FOR 5.95 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE
 EZ4924'SOUTHERLY ON U.S. HIGHWAY NO. 401 FOR 0.35 MILE TO STATION
 EZ4924'ON LEFT (EAST) SIDE OF HIGHWAY AS DESCRIBED IN ORIGINAL
 EZ4924'DESCRIPTION.
 EZ4924
 EZ4924                          STATION RECOVERY (1964)
 EZ4924
 EZ4924'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ4924'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE
 EZ4924'RECOVERED IN GOOD CONDITION AS DESCRIBED.  RFERENCE MARK NO. 1
 EZ4924'WAS NOT FOUND.
 EZ4924'
 EZ4924'STATION MARK IS 48 FT. E. OF CENTERLINE OF N-S HWY 15-A, 75
 EZ4924'FT. SSE. OF E. EDGE OF N-S HWY AND CENTERLINE OF HWY NE., 19
 EZ4924'FT. N. OF E-W DRAIN.  MARK IS FLUSH WITH GROUND.
 EZ4924'
 EZ4924'AZIMUTH MARK IS 167 FT. ENE. OF CENTERLINE OF NNW-SSE HWY 15-A,
 EZ4924'73 FT. SSE. OF SW CORNER OF BUNNLEVEL PRESBYTERIAN CHURCH, 1
 EZ4924'FT E. OF A TELEPHONE POLE AND PROJECTS 0.4 FT. ABOVE GROUND.
 EZ4924
 EZ4924                          STATION RECOVERY (1972)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4924'BUNNLEVEL GOOD
 EZ4924'
 EZ4924'RM 1 PROBABLY LOST, SHOULDERS WIDENED
 EZ4924'
 EZ4924'RM 2 GOOD - ERODED ON E AND S SIDES
 EZ4924'
 EZ4924'AZ. MARK GOOD
 EZ4924'
 EZ4924'N TRIANGULATION STATION C 251 GOOD (APPROX. 16 INCHES BELOW
 EZ4924'GROUND ON SHOULDER OF RD.)
 EZ4924
 EZ4924                          STATION RECOVERY (1984)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 EZ4924'STATION MARK, NC 251 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 EZ4924'CONDITION.  RM 1 WAS NOT FOUND. REFERENCE MARK NO 2 WAS FOUND IN POOR
 EZ4924'CONDITION, WITH EAST SIDE OF MARK EXPOSED ABOUT 2-FEET AND ONLY
 EZ4924'DIRECTIONS WERE MEASURED. STATION IS LOCATED IN THE BUNNLEVEL
 EZ4924'COMMUNITY, 10.5 KM (6.50 MI) SOUTHEAST OF LILLINGTON. AT THE NORTH
 EZ4924'EDGE OF BUNNLEVEL AND IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 EZ4924'US 401 AND SR 1779. MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.
 EZ4924'LOCATED 14.90 M (48.88 FT) EAST FROM THE CENTERLINE OF US 401, 23.62 M
 EZ4924'(77.49 FT) SOUTH FROM THE PROLONGATION OF CENTERLINE OF SR 1779, 5.91
 EZ4924'M (19.39 FT) NORTH FROM THE CENTERLINE OF A EAST-WEST DRAINAGE DITCH,
 EZ4924'25.66 M (84.19 FT) EAST-SOUTHEAST FROM A POWER POLE (108) WITH
 EZ4924'TRANFORMER AND REFERENCE TAG, AND 27.89 M (91.50 FT) SOUTHWEST FROM A
 EZ4924'TELEPHONE PEDESTAL. BUNNLEVEL FRIENDSHIP BAPTIST STEEPLE IS VISIBLE
 EZ4924'AND THE GRID AZIMUTH IS--254-27-49.26--. BUNNLEVEL PRESBYTERIAN CHURCH
 EZ4924'STEEPLE IS VISIBLE AND THE GRID AZIMUTH IS--342-09-31.56--.
 EZ4924
 EZ4924                          STATION RECOVERY (1987)
 EZ4924
 EZ4924'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ4924'RECOVERED IN GOOD CONDITION.
 EZ4924
 EZ4924                          STATION RECOVERY (1995)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (1995)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (1997)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (1998)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ4924'RECOVERED AS DESCRIBED.  SR 1779 IS CALLED BUNNLEVEL-ERWIN ROAD.
 EZ4924
 EZ4924                          STATION RECOVERY (2001)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2001)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2004)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2004)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2005)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2006)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ4924'RECOVERED AS DESCRIBED.
 EZ4924
 EZ4924                          STATION RECOVERY (2007)
 EZ4924
 EZ4924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (WMK)
 EZ4924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4933 ***********************************************************************
 EZ4933  DESIGNATION -  BUNNLEVEL AZ MK
 EZ4933  PID         -  EZ4933
 EZ4933  STATE/COUNTY-  NC/HARNETT
 EZ4933  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4933
 EZ4933                         *CURRENT SURVEY CONTROL
 EZ4933  ___________________________________________________________________
 EZ4933* NAD 83(2001)-  35 18 48.96684(N)    078 46 59.10232(W)     ADJUSTED  
 EZ4933* NAVD 88     -        45.82   (+/-2cm)     150.3    (feet)  VERTCON   
 EZ4933  ___________________________________________________________________
 EZ4933  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EZ4933  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 EZ4933  HORZ ORDER  -  SECOND
 EZ4933  VERT ORDER  -  THIRD ? (See Below)
 EZ4933
 EZ4933.The horizontal coordinates were established by classical geodetic methods
 EZ4933.and adjusted by the National Geodetic Survey in August 2005.
 EZ4933
 EZ4933.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4933.The vertical order pertains to the NGVD 29 superseded value.
 EZ4933
 EZ4933.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4933
 EZ4933.The geoid height was determined by GEOID03.
 EZ4933
 EZ4933;                    North         East     Units Scale Factor Converg.
 EZ4933;SPC NC       -   173,471.920   629,324.723   MT  0.99987317   +0 07 30.7
 EZ4933;SPC NC       -   569,132.46  2,064,709.53   sFT  0.99987317   +0 07 30.7
 EZ4933;UTM  17      - 3,910,075.724   701,539.230   MT  1.00010059   +1 16 54.9
 EZ4933
 EZ4933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4933!SPC NC       -   0.99999804  x   0.99987317  =   0.99987121
 EZ4933!UTM  17      -   0.99999804  x   1.00010059  =   1.00009863
 EZ4933
 EZ4933:                Primary Azimuth Mark                     Grid Az
 EZ4933:SPC NC       -  NC 251                                   161 37 48.7
 EZ4933:UTM  17      -  NC 251                                   160 28 24.5
 EZ4933
 EZ4933|---------------------------------------------------------------------|
 EZ4933| PID    Reference Object                     Distance      Geod. Az  |
 EZ4933|                                                           dddmmss.s |
 EZ4933| EZ4929 NC 251                              475.665 METERS 1614519.4 |
 EZ4933| EZ4924 BUNNLEVEL                           APPROX. 0.5 KM 1624304.4 |
 EZ4933| AH5386 BUNNLEVEL FRIENDSHIP BAPT STP                      1702330.9 |
 EZ4933| EZ4937 EDWARD                              153.775 METERS 30941     |
 EZ4933|---------------------------------------------------------------------|
 EZ4933
 EZ4933                          SUPERSEDED SURVEY CONTROL
 EZ4933
 EZ4933  NAD 83(1986)-  35 18 48.97167(N)    078 46 59.10995(W) AD(       ) 2
 EZ4933  NAD 27      -  35 18 48.38933(N)    078 47 00.02084(W) AD(       ) 2
 EZ4933  NGVD 29 (07/19/86)   46.08   (m)          151.2    (f) LEVELING    3  
 EZ4933
 EZ4933.Superseded values are not recommended for survey control.
 EZ4933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4933.See file dsdata.txt to determine how the superseded data were derived.
 EZ4933
 EZ4933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0153910076(NAD 83)
 EZ4933_MARKER: DE = TRAVERSE STATION DISK
 EZ4933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4933_STAMPING: BUNNLEVEL 1949 AZ MK 1972
 EZ4933_MARK LOGO: CGS   
 EZ4933_PROJECTION: FLUSH
 EZ4933_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4933+STABILITY: SURFACE MOTION
 EZ4933
 EZ4933  HISTORY     - Date     Condition        Report By
 EZ4933  HISTORY     - 1949     MONUMENTED       CGS
 EZ4933  HISTORY     - 19840101 GOOD             NCGS
 EZ4933
 EZ4933                          STATION DESCRIPTION
 EZ4933
 EZ4933'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (JWC)
 EZ4933'BUNNLEVEL AZIMUTH IS A NATIONAL GEODETIC SURVEY STATION IN THE
 EZ4933'VICINITY OF BUNNLEVEL, NORTH CAROLINA.
 EZ4933'
 EZ4933'BUNNLEVEL AZIMUTH IS LOCATED IN BUNNLEVEL AND APPROXIMATELY 6.2 MILES
 EZ4933'SOUTHEAST OF LILLINGTON.  TO REACH STATION FROM THE INTERSECTION OF
 EZ4933'US 401 AND SR 1779 IN BUNNLEVEL.  PROCEED NORTH ALONG US 401 FOR
 EZ4933'ABOUT 0.3 MILE TO STATION ON RIGHT (EAST) SIDE OF HIGHWAY.  AND
 EZ4933'0.1 MILE SOUTH OF INTERSECTION WITH SR 2030.
 EZ4933'
 EZ4933'STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY AZIMUTH MARK,
 EZ4933'PROJECTING 4 INCHES ABOVE THE GROUND.
 EZ4933'
 EZ4933'MARK IS--
 EZ4933'165.0 FEET E OF C/L OF US 401.
 EZ4933'71.0 FEET S OF SW CORNER OF A CHURCH.
 EZ4933'2.0 FEET NE OF WITNESS POST.
 EZ4933'1.0 FEET E OF PP.
 EZ4933
 EZ4933                          STATION RECOVERY (1984)
 EZ4933
 EZ4933'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 EZ4933'MARK IS LOCATED AT THE BUNNLEVEL PRESBYTERIAN CHURCH. DESCRIPTION IS
 EZ4933'ADEQUATE WITH THE FOLLOWING ADDITIONS. LOCATED 29.6 M (97.1 FT)
 EZ4933'SOUTHWEST OF THE SOUTHEAST CORNER OF CHURCH, 6.8 M (22.3 FT) EAST OF A
 EZ4933'15-INCH PINE--AND 3.0 M (9.8 FT) WEST-SOUTHWEST OF A SERVICE POLE WITH
 EZ4933'A LAMP, 30.5 M (100.1 FT) EAST-NORTHEAST OF A POWER POLE WITH A
 EZ4933'TRANSFORMER--BOTH WITH REFERENCE TAGS. MARK PROJECTS 4 INCHES AND IS
 EZ4933'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2579 ***********************************************************************
 EB2579  DESIGNATION -  BUNTING
 EB2579  PID         -  EB2579
 EB2579  STATE/COUNTY-  NC/ROBESON
 EB2579  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 EB2579
 EB2579                         *CURRENT SURVEY CONTROL
 EB2579  ___________________________________________________________________
 EB2579* NAD 83(2001)-  34 38 20.50413(N)    079 04 21.65646(W)     ADJUSTED  
 EB2579* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 EB2579  ___________________________________________________________________
 EB2579  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 EB2579  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 EB2579  HORZ ORDER  -  SECOND
 EB2579
 EB2579.The horizontal coordinates were established by classical geodetic methods
 EB2579.and adjusted by the National Geodetic Survey in August 2005.
 EB2579
 EB2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2579
 EB2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2579
 EB2579.The geoid height was determined by GEOID03.
 EB2579
 EB2579;                    North         East     Units Scale Factor Converg.
 EB2579;SPC NC       -    98,623.833   602,937.647   MT  0.99992937   -0 02 31.0
 EB2579;SPC NC       -   323,568.36  1,978,137.93   sFT  0.99992937   -0 02 31.0
 EB2579;UTM  17      - 3,834,703.104   676,651.653   MT  0.99998464   +1 05 44.8
 EB2579
 EB2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2579!SPC NC       -   0.99999861  x   0.99992937  =   0.99992798
 EB2579!UTM  17      -   0.99999861  x   0.99998464  =   0.99998325
 EB2579
 EB2579:                Primary Azimuth Mark                     Grid Az
 EB2579:SPC NC       -  SAM                                      112 54 30.7
 EB2579:UTM  17      -  SAM                                      111 46 14.9
 EB2579
 EB2579|---------------------------------------------------------------------|
 EB2579| PID    Reference Object                     Distance      Geod. Az  |
 EB2579|                                                           dddmmss.s |
 EB2579| EB2588 SAM                                 APPROX. 3.3 KM 1125159.7 |
 EB2579|---------------------------------------------------------------------|
 EB2579
 EB2579                          SUPERSEDED SURVEY CONTROL
 EB2579
 EB2579  NAD 83(1986)-  34 38 20.51446(N)    079 04 21.66177(W) AD(       ) 2
 EB2579  NAD 27      -  34 38 19.92613(N)    079 04 22.53560(W) AD(       ) 2
 EB2579  NGVD 29 (07/19/86)   42.8    (m)          140.     (f) VERT ANG    3  
 EB2579
 EB2579.Superseded values are not recommended for survey control.
 EB2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2579.See file dsdata.txt to determine how the superseded data were derived.
 EB2579
 EB2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7665234703(NAD 83)
 EB2579_MARKER: DE = TRAVERSE STATION DISK
 EB2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2579_STAMPING: BUNTING 1965
 EB2579_MARK LOGO: NCGS  
 EB2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2579+STABILITY: SURFACE MOTION
 EB2579
 EB2579  HISTORY     - Date     Condition        Report By
 EB2579  HISTORY     - 1965     MONUMENTED       NCGS
 EB2579  HISTORY     - 1971     MARK NOT FOUND   USGS
 EB2579  HISTORY     - 20050719 MARK NOT FOUND   NCGS
 EB2579
 EB2579                          STATION DESCRIPTION
 EB2579
 EB2579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2579'BUNTING IS A N.C. GEODETIC SURVEY TRAVERSE STATION
 EB2579'ESTABLISHED IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2579'
 EB2579'BUNTING IS 4.0 MILES WNW OF LUMBERTON.  LOCATED ON THE RIGHT
 EB2579'OF WAY OF THE SEABOARD AIR LINE RR.  IN THE SW QUADRANT OF THE
 EB2579'CROSSING OF NC 72 AND THE RAILROAD.  TO REACH THE STATION FROM
 EB2579'THE Y INTERSECTION OF NC 72 AND NC 711, GO NORTHWEST 1.0 MILE ON
 EB2579'NC 72 TO THE CROSSING AND STATION.  TO REACH THE STATION FROM THE
 EB2579'CROSSROADS OF NC 72, SR 1549 AND SR 1527, GO SOUTHEAST 0.8 MILES
 EB2579'ON NC 72 TO THE CROSSING AND STATION.
 EB2579'
 EB2579'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2579'BUNTING 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2579'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2579'
 EB2579'MARK IS
 EB2579'
 EB2579'17.2 FT W OF C/L OF NC 72
 EB2579'
 EB2579'12.7 FT SW OF SOUTH RAIL
 EB2579'
 EB2579'49.5 FT S OF RR CROSSING LIGHT N OF RR
 EB2579'
 EB2579'68.3 FT SE OF RR SWITCHBOX
 EB2579'
 EB2579'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EB2579
 EB2579                          STATION RECOVERY (1971)
 EB2579
 EB2579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EB2579'STATION WAS SEARCHED FOR AND NOT FOUND.  STATION WAS
 EB2579'PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 EB2579
 EB2579                          STATION RECOVERY (2005)
 EB2579
 EB2579'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EB2579'STATION NOT FOUND, PATHFINDER USED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6080 ***********************************************************************
 AA6080  DESIGNATION -  BUNTLEY
 AA6080  PID         -  AA6080
 AA6080  STATE/COUNTY-  NC/BUNCOMBE
 AA6080  USGS QUAD   -  OTEEN (1990)
 AA6080
 AA6080                         *CURRENT SURVEY CONTROL
 AA6080  ___________________________________________________________________
 AA6080* NAD 83(2001)-  35 32 41.33964(N)    082 26 39.23722(W)     ADJUSTED  
 AA6080* NAVD 88     -       744.     (meters)    2441.     (feet)  SCALED    
 AA6080  ___________________________________________________________________
 AA6080  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AA6080  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AA6080  HORZ ORDER  -  SECOND
 AA6080
 AA6080.The horizontal coordinates were established by classical geodetic methods
 AA6080.and adjusted by the National Geodetic Survey in August 2005.
 AA6080
 AA6080.The orthometric height was scaled from a topographic map.
 AA6080
 AA6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6080
 AA6080.The geoid height was determined by GEOID03.
 AA6080
 AA6080;                    North         East     Units Scale Factor Converg.
 AA6080;SPC NC       -   204,517.038   297,380.137   MT  0.99988563   -1 59 16.5
 AA6080;SPC NC       -   670,986.32    975,654.67   sFT  0.99988563   -1 59 16.5
 AA6080;UTM  17      - 3,934,423.171   369,086.334   MT  0.99981120   -0 50 23.0
 AA6080
 AA6080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6080!SPC NC       -   0.99988801  x   0.99988563  =   0.99977366
 AA6080!UTM  17      -   0.99988801  x   0.99981120  =   0.99969924
 AA6080
 AA6080                          SUPERSEDED SURVEY CONTROL
 AA6080
 AA6080  NAD 83(1995)-  35 32 41.34380(N)    082 26 39.23722(W) AD(       ) 2
 AA6080  NAD 83(1986)-  35 32 41.34643(N)    082 26 39.23628(W) AD(       ) 2
 AA6080
 AA6080.Superseded values are not recommended for survey control.
 AA6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6080.See file dsdata.txt to determine how the superseded data were derived.
 AA6080
 AA6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6908634423(NAD 83)
 AA6080_MARKER: DE = TRAVERSE STATION DISK
 AA6080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6080_SP_SET: CONCRETE POST
 AA6080_STAMPING: BUNTLEY 1984
 AA6080_MARK LOGO: NCGS  
 AA6080_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6080+STABILITY: SURFACE MOTION
 AA6080
 AA6080  HISTORY     - Date     Condition        Report By
 AA6080  HISTORY     - 1984     MONUMENTED       NCGS
 AA6080  HISTORY     - 19980502 GOOD             USPSQD
 AA6080
 AA6080                          STATION DESCRIPTION
 AA6080
 AA6080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6080'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHWEST OF FAIRVIEW, 7.2 MI
 AA6080'(11.6 KM) SOUTHEAST OF ASHEVILLE. ALONG US 74 FOR 0.6 MI (1.0 KM)
 AA6080'NORTHWEST OF THE SR 2776 (OLD FORT ROAD)INTERSECTION NEAR FAIRVIEW, OR
 AA6080'0.15 MI (0.24 KM) EAST-SOUTHEAST OF SR 2773 (OLD MINEHOLE GAP ROAD).
 AA6080'MARK IS 5 FEET HIGHER THAN US 74.  LOCATED 38.0 FT (11.6 M) NORTHEAST
 AA6080'OF THE CENTERLINE OF US 74--AND 6.8 FT (2.1 M) NORTHEAST OF POWER
 AA6080'POLE, 11.2 FT (3.4 M) WEST-SOUTHWEST OF 14-INCH POPLAR, 105.7 FT (32.2
 AA6080'M) SOUTHEAST OF TELEPHONE POLE BRACE POLE--ALL WITH REFERENCE TAGS.
 AA6080
 AA6080                          STATION RECOVERY (1998)
 AA6080
 AA6080'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA6080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3308 ***********************************************************************
 EY3308  DESIGNATION -  BUNTON
 EY3308  PID         -  EY3308
 EY3308  STATE/COUNTY-  NC/TYRRELL
 EY3308  USGS QUAD   -  COLUMBIA WEST (1974)
 EY3308
 EY3308                         *CURRENT SURVEY CONTROL
 EY3308  ___________________________________________________________________
 EY3308* NAD 83(2001)-  35 56 33.22410(N)    076 20 56.75494(W)     ADJUSTED  
 EY3308* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3308  ___________________________________________________________________
 EY3308  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 EY3308  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY3308  HORZ ORDER  -  THIRD
 EY3308
 EY3308.The horizontal coordinates were established by classical geodetic methods
 EY3308.and adjusted by the National Geodetic Survey in August 2005.
 EY3308
 EY3308.The orthometric height was scaled from a topographic map.
 EY3308
 EY3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3308
 EY3308.The geoid height was determined by GEOID03.
 EY3308
 EY3308;                    North         East     Units Scale Factor Converg.
 EY3308;SPC NC       -   246,421.085   848,747.924   MT  0.99994516   +1 31 48.1
 EY3308;SPC NC       -   808,466.51  2,784,600.48   sFT  0.99994516   +1 31 48.1
 EY3308;UTM  18      - 3,978,418.777   378,317.314   MT  0.99978245   -0 47 31.1
 EY3308
 EY3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3308!SPC NC       -   1.00000577  x   0.99994516  =   0.99995093
 EY3308!UTM  18      -   1.00000577  x   0.99978245  =   0.99978822
 EY3308
 EY3308:                Primary Azimuth Mark                     Grid Az
 EY3308:SPC NC       -  LADY                                     075 42 05.7
 EY3308:UTM  18      -  LADY                                     078 01 24.9
 EY3308
 EY3308|---------------------------------------------------------------------|
 EY3308| PID    Reference Object                     Distance      Geod. Az  |
 EY3308|                                                           dddmmss.s |
 EY3308| EY3312 LADY                                APPROX. 3.3 KM 0771353.8 |
 EY3308| EY3309 BUNTON 2                             19.302 METERS 19617     |
 EY3308|---------------------------------------------------------------------|
 EY3308
 EY3308                          SUPERSEDED SURVEY CONTROL
 EY3308
 EY3308  NAD 83(1986)-  35 56 33.23731(N)    076 20 56.76657(W) AD(       ) 3
 EY3308  NAD 27      -  35 56 32.64900(N)    076 20 58.00400(W) AD(       ) 3
 EY3308
 EY3308.Superseded values are not recommended for survey control.
 EY3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3308.See file dsdata.txt to determine how the superseded data were derived.
 EY3308
 EY3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7831778419(NAD 83)
 EY3308_MARKER: DS = TRIANGULATION STATION DISK
 EY3308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3308_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY3308
 EY3308  HISTORY     - Date     Condition        Report By
 EY3308  HISTORY     - 1917     MONUMENTED       CGS
 EY3308  HISTORY     - 1950     POOR             CGS
 EY3308  HISTORY     - 1953     POOR             CGS
 EY3308
 EY3308                          STATION DESCRIPTION
 EY3308
 EY3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (FBS)
 EY3308'ON THE MOST PROMINENT POINT ON THE S SHORE OF BULL BAY, ABOUT
 EY3308'1.5 MILES FROM THE ENTRANCE TO SCUPPERNONG RIVER AND 1 MILE W
 EY3308'FROM A LARGE FARMHOUSE, THE ONLY PROMINENT HOUSE ON THE SHORES
 EY3308'OF BULL BAY.  THE POINT IS LOW AND SANDY AND COVERED BY A GROWTH
 EY3308'OF CYPRESS TREES, WHICH EXTEND 20 TO 30 METERS OUT INTO THE
 EY3308'WATER.  THE STATION IS ABOUT 10 METERS FROM THE HIGH-WATER LINE.
 EY3308
 EY3308                          STATION RECOVERY (1950)
 EY3308
 EY3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EY3308'STATION RECOVERED IN POOR CONDITION.  ORIGINAL DESCRIPTION IS
 EY3308'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES AND ADDITIONS--
 EY3308'
 EY3308'STATION IS NOW 20 FEET OFFSHORE, IN ABOUT 2 FEET OF WATER, AND
 EY3308'PROJECTING ABOUT 4 INCHES ABOVE MEAN LOW WATER.  IT IS 53 FEET
 EY3308'NW OF A 5-INCH TRIANGULAR-BLAZED GUM TREE, 31 FEET NE OF A
 EY3308'TRIANGULAR-BLAZED CYPRESS TREE, AND ABOUT 100 FEET E OF THE MOUTH
 EY3308'OF A CANAL.
 EY3308'
 EY3308'STATION IS MARKED BY A STANDARD DISK (NOT STAMPED) SET IN THE
 EY3308'TOP OF A CONCRETE-FILLED TILE SECURED TO THE UPPER END OF A LONG
 EY3308'WOODEN PILE DRIVEN INTO THE MARSH.  IT IS IN A VERY SHAKY POSITION
 EY3308'SINCE THE CONCRETE POST IS COMPLETELY OUT OF THE GROUND AND IS
 EY3308'HELD IN AN UPRIGHT POSITION ONLY BY ITS ATTACHMENT TO THE
 EY3308'WOODEN PILE.  WAVE ACTION WILL PROBABLY DESTROY THE STATION IN
 EY3308'THE NEAR FUTURE.
 EY3308
 EY3308                          STATION RECOVERY (1953)
 EY3308
 EY3308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT)
 EY3308'STATION WAS RECOVERED IN POOR CONDITION.  THE STATION WAS
 EY3308'DESTROYED, THE DISK WAS REMOVED FROM THE OLD MARK (STAMPED BUNTON
 EY3308'1917), AND A NEW STATION (BUNTON 2) WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3309 ***********************************************************************
 EY3309  DESIGNATION -  BUNTON 2
 EY3309  PID         -  EY3309
 EY3309  STATE/COUNTY-  NC/TYRRELL
 EY3309  USGS QUAD   -  COLUMBIA WEST (1974)
 EY3309
 EY3309                         *CURRENT SURVEY CONTROL
 EY3309  ___________________________________________________________________
 EY3309* NAD 83(2001)-  35 56 32.62298(N)    076 20 56.97098(W)     NO CHECK  
 EY3309* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3309  ___________________________________________________________________
 EY3309  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 EY3309  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EY3309  HORZ ORDER  -  THIRD
 EY3309
 EY3309.The horizontal coordinates were established by classical geodetic methods
 EY3309.and adjusted by the National Geodetic Survey in August 2005.
 EY3309.No horizontal observational check was made to the station.
 EY3309
 EY3309.The orthometric height was scaled from a topographic map.
 EY3309
 EY3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3309
 EY3309.The geoid height was determined by GEOID03.
 EY3309
 EY3309;                    North         East     Units Scale Factor Converg.
 EY3309;SPC NC       -   246,402.420   848,743.006   MT  0.99994512   +1 31 48.0
 EY3309;SPC NC       -   808,405.27  2,784,584.35   sFT  0.99994512   +1 31 48.0
 EY3309;UTM  18      - 3,978,400.330   378,311.645   MT  0.99978246   -0 47 31.3
 EY3309
 EY3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3309!SPC NC       -   1.00000577  x   0.99994512  =   0.99995089
 EY3309!UTM  18      -   1.00000577  x   0.99978246  =   0.99978823
 EY3309
 EY3309|---------------------------------------------------------------------|
 EY3309| PID    Reference Object                     Distance      Geod. Az  |
 EY3309|                                                           dddmmss.s |
 EY3309| EY3308 BUNTON                               19.302 METERS 01617     |
 EY3309| EY3312 LADY                                APPROX. 3.3 KM 0765629.0 |
 EY3309| EY4831 BUNTON 2 RM 1                        28.804 METERS 16654     |
 EY3309| EY4832 BUNTON 2 RM 2                        20.858 METERS 24005     |
 EY3309|---------------------------------------------------------------------|
 EY3309
 EY3309                          SUPERSEDED SURVEY CONTROL
 EY3309
 EY3309  NAD 83(1986)-  35 56 32.63620(N)    076 20 56.98261(W) AD(       ) 3
 EY3309  NAD 27      -  35 56 32.04800(N)    076 20 58.22000(W) AD(       ) 3
 EY3309
 EY3309.Superseded values are not recommended for survey control.
 EY3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3309.See file dsdata.txt to determine how the superseded data were derived.
 EY3309
 EY3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7831278400(NAD 83)
 EY3309_MARKER: DS = TRIANGULATION STATION DISK
 EY3309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3309_SP_SET: METAL PIPE IN CONCRETE
 EY3309
 EY3309  HISTORY     - Date     Condition        Report By
 EY3309  HISTORY     - 1953     MONUMENTED       CGS
 EY3309
 EY3309                          STATION DESCRIPTION
 EY3309
 EY3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (PT)
 EY3309'STATION IS LOCATED ABOUT 1.5 MI. W OF THE ENTRANCE TO SCUPPERNONG
 EY3309'RIVER, ABOUT 1.0 MI. E OF THE MOUTH OF BUNTON CREEK, ON THE MOST
 EY3309'PROMINENT POINT ON THE S SHORE OF BULL BAY (THE POINT IS LOW
 EY3309'AND SANDY AND COVERED WITH CYPRESS AND GUM TREES), 45.0 FT. S OF
 EY3309'THE MEAN HIGH-WATER LINE, 27.0 FT. W OF THE MEAN HIGH-WATER LINE,
 EY3309'20.0 FT. E OF THE E BANK OF A DITCH, AND 5.0 FT. S OF A
 EY3309'TRIANGULAR-BLAZED GUM TREE.  IT IS A STANDARD DISK, STAMPED
 EY3309'BUNTON 2 1953 AND BRAZED ON THE TOP OF A 2.5-IN. CAST-IRON PIPE
 EY3309'(5.0 FT. LONG) SURROUNDED BY CONCRETE (TO A DEPTH OF 1.5
 EY3309'FT.) AND PROJECTS 2 IN. ABOVE THE GROUND.
 EY3309'
 EY3309'REFERENCE MARK 1 IS SE OF THE STATION, 15.0 FT. W OF THE MEAN
 EY3309'HIGH-WATER LINE, AND 12.0 FT. E OF THE E BANK OF A DITCH.  IT
 EY3309'IS A STANDARD DISK, STAMPED BUNTON 2 1953 NO 1 AND BRAZED ON
 EY3309'THE TOP OF A 2.5-IN. CAST-IRON PIPE (5.0 FT. LONG) SURROUNDED BY
 EY3309'CONCRETE (TO A DEPTH OF 1.5 FT.) AND PROJECTS 2 IN. ABOVE THE
 EY3309'GROUND.
 EY3309'
 EY3309'REFERENCE MARK 2 IS SW ACROSS A DITCH FROM THE STATION, AND
 EY3309'21.0 FT. W OF THE W BANK OF THE DITCH.  IT IS A STANDARD DISK,
 EY3309'STAMPED BUNTON 2 1953 NO 2 AND BRAZED ON THE TOP OF A
 EY3309'2.5-IN. CAST-IRON PIPE (5.0 FT. LONG) AND PROJECTS 1.0 FT. ABOVE
 EY3309'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9111 ***********************************************************************
 AF9111  DESIGNATION -  BUNYAN
 AF9111  PID         -  AF9111
 AF9111  STATE/COUNTY-  NC/BEAUFORT
 AF9111  USGS QUAD   -  BUNYAN (1974)
 AF9111
 AF9111                         *CURRENT SURVEY CONTROL
 AF9111  ___________________________________________________________________
 AF9111* NAD 83(2001)-  35 32 10.59169(N)    076 58 30.84985(W)     ADJUSTED  
 AF9111* NAVD 88     -         4.27   (meters)      14.0    (feet)  LEVELING  
 AF9111  ___________________________________________________________________
 AF9111  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AF9111  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 AF9111  HORZ ORDER  -  SECOND
 AF9111  VERT ORDER  -  THIRD
 AF9111
 AF9111.The horizontal coordinates were established by classical geodetic methods
 AF9111.and adjusted by the National Geodetic Survey in August 2005.
 AF9111
 AF9111.The orthometric height was determined by differential leveling.
 AF9111.The vertical network tie was performed by a horz. field party for horz.
 AF9111.obs reductions. Reset procedures were used to establish the elevation.
 AF9111
 AF9111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9111
 AF9111.The geoid height was determined by GEOID03.
 AF9111
 AF9111;                    North         East     Units Scale Factor Converg.
 AF9111;SPC NC       -   200,024.975   793,190.320   MT  0.99988488   +1 10 07.1
 AF9111;SPC NC       -   656,248.61  2,602,325.24   sFT  0.99988488   +1 10 07.1
 AF9111;UTM  18      - 3,934,311.068   320,928.689   MT  0.99999517   -1 08 54.1
 AF9111
 AF9111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9111!SPC NC       -   1.00000510  x   0.99988488  =   0.99988998
 AF9111!UTM  18      -   1.00000510  x   0.99999517  =   1.00000027
 AF9111
 AF9111                          SUPERSEDED SURVEY CONTROL
 AF9111
 AF9111  NAD 83(1986)-  35 32 10.60360(N)    076 58 30.86084(W) AD(       ) 2
 AF9111
 AF9111.Superseded values are not recommended for survey control.
 AF9111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9111.See file dsdata.txt to determine how the superseded data were derived.
 AF9111
 AF9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2092934311(NAD 83)
 AF9111_MARKER: DE = TRAVERSE STATION DISK
 AF9111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9111_STAMPING: BUNYAN 1982
 AF9111_MARK LOGO: NCGS  
 AF9111_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9111+STABILITY: SURFACE MOTION
 AF9111
 AF9111  HISTORY     - Date     Condition        Report By
 AF9111  HISTORY     - 1982     MONUMENTED       NCGS
 AF9111  HISTORY     - 20060320 MARK NOT FOUND   USPSQD
 AF9111
 AF9111                          STATION DESCRIPTION
 AF9111
 AF9111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9111'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF WASHINGTON AND 18.0
 AF9111'MI (29.0 KM) WEST-SOUTHWEST OF PANTEGO. ALONG US 264 FOR 4.9 MI (7.9
 AF9111'KM) EAST FROM US 17 (IN WASHINGTON), OR 1.6 MI (2.6 KM) WEST OF NC 32,
 AF9111'IN THE NORTH SHOULDER OF THE HIGHWAY, ON THE WEST SIDE OF WALL SWAMP,
 AF9111'ABOUT 300 FEET (91.4 M) EAST OF A RAILROAD CROSSING AND 0.15 MI (0.24
 AF9111'KM) EAST OF SR 1522. MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED
 AF9111'29.4 FT (9.0 M) NORTHEAST OF THE CENTERLINE OF US 264, 33.5 NORTHWEST
 AF9111'OF CGS BENCH MARK--J 164--, 65.4 FT (19.9 M) NORTH OF THE WEST END OF
 AF9111'A HEADWALL ON THE SOUTH SIDE OF US 264--AND 63.1 FT (19.2 M) SOUTH OF
 AF9111'A 10-INCH OAK, 101.3 FT (30.9 M) NORTHEAST OF POWER POLE--BOTH WITH
 AF9111'REFERENCE TAGS.
 AF9111
 AF9111                          STATION RECOVERY (2006)
 AF9111
 AF9111'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 AF9111'ROAD IS NOW 5 LANES WIDE.  MARK PROBABLY UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5639 ***********************************************************************
 AH5639  DESIGNATION -  BUR 1
 AH5639  PID         -  AH5639
 AH5639  STATE/COUNTY-  NC/BURKE
 AH5639  USGS QUAD   -  MORGANTON NORTH (1993)
 AH5639
 AH5639                         *CURRENT SURVEY CONTROL
 AH5639  ___________________________________________________________________
 AH5639* NAD 83(1986)-  35 48 45.     (N)    081 37 29.     (W)     SCALED    
 AH5639* NAVD 88     -       368.453  (meters)    1208.83   (feet)  ADJUSTED  
 AH5639  ___________________________________________________________________
 AH5639  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 AH5639  DYNAMIC HT  -         368.097 (meters)    1207.66  (feet)  COMP
 AH5639  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 AH5639
 AH5639  VERT ORDER  -  SECOND    CLASS II
 AH5639
 AH5639.The horizontal coordinates were scaled from a topographic map and have
 AH5639.an estimated accuracy of +/- 6 seconds.
 AH5639
 AH5639.The orthometric height was determined by differential leveling
 AH5639.and adjusted in July 1999.
 AH5639
 AH5639.The geoid height was determined by GEOID03.
 AH5639
 AH5639.The dynamic height is computed by dividing the NAVD 88
 AH5639.geopotential number by the normal gravity value computed on the
 AH5639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5639.degrees latitude (g = 980.6199 gals.).
 AH5639
 AH5639.The modeled gravity was interpolated from observed gravity values.
 AH5639
 AH5639;                    North         East    Units  Estimated Accuracy
 AH5639;SPC NC       -   231,930.      372,430.      MT  (+/- 180 meters Scaled)
 AH5639
 AH5639                          SUPERSEDED SURVEY CONTROL
 AH5639
 AH5639.No superseded survey control is available for this station.
 AH5639
 AH5639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV435633(NAD 83)
 AH5639_MARKER: DB = BENCH MARK DISK
 AH5639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5639_SP_SET: SLAB
 AH5639_STAMPING: BUR 1 1998
 AH5639_MARK LOGO: NCGS  
 AH5639_PROJECTION: FLUSH
 AH5639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5639+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5639
 AH5639  HISTORY     - Date     Condition        Report By
 AH5639  HISTORY     - 1998     MONUMENTED       NCGS
 AH5639
 AH5639                          STATION DESCRIPTION
 AH5639
 AH5639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5639'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHWEST OF DREXEL AND
 AH5639'7.0 MILES (11.3 KM) NORTHEAST OF MORGANTON. PROCEED ALONG NC 18 FOR
 AH5639'0.7 MI (1.1 KM) SOUTHWEST FROM THE CALDWELL/BURKE COUNTY LINE, THENCE
 AH5639'SOUTH FOR 1.9 MI (3.1 KM) ALONG SR 1501-ANTIOCH ROAD TO THE STATION,
 AH5639'IN THE SOUTHEAST CORNER OF THE 7-FT BY 9-FT CONCRETE SLAB FOR THE BELL
 AH5639'SOUTH UNDERGROUND CABLE JUNCTION BOX. MARK IS ABOUT LEVEL WITH SR 1501
 AH5639'AND IS FLUSH WITH CONCRETE SLAB. LOCATED 36.5 FT (11.1 M)
 AH5639'WEST-NORTHWEST OF THE CENTERLINE OF SR 1501, 1.8 FT (0.5 M) SOUTH OF
 AH5639'SOUTHEAST CORNER OF THE JUNCTION BOX--AND 18.4 FT (5.6 M) SOUTHWEST OF
 AH5639'UTILITY POLE, 4.5 FT (1.4 M) EAST-NORTHEAST OF WOOD FENCE POST--BOTH
 AH5639'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5653 ***********************************************************************
 AH5653  DESIGNATION -  BUR 2
 AH5653  PID         -  AH5653
 AH5653  STATE/COUNTY-  NC/BURKE
 AH5653  USGS QUAD   -  MORGANTON NORTH (1993)
 AH5653
 AH5653                         *CURRENT SURVEY CONTROL
 AH5653  ___________________________________________________________________
 AH5653* NAD 83(1986)-  35 48 08.     (N)    081 37 58.     (W)     SCALED    
 AH5653* NAVD 88     -       365.551  (meters)    1199.31   (feet)  ADJUSTED  
 AH5653  ___________________________________________________________________
 AH5653  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AH5653  DYNAMIC HT  -         365.197 (meters)    1198.15  (feet)  COMP
 AH5653  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 AH5653
 AH5653  VERT ORDER  -  SECOND    CLASS II
 AH5653
 AH5653.The horizontal coordinates were scaled from a topographic map and have
 AH5653.an estimated accuracy of +/- 6 seconds.
 AH5653
 AH5653.The orthometric height was determined by differential leveling
 AH5653.and adjusted in July 1999.
 AH5653
 AH5653.The geoid height was determined by GEOID03.
 AH5653
 AH5653.The dynamic height is computed by dividing the NAVD 88
 AH5653.geopotential number by the normal gravity value computed on the
 AH5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5653.degrees latitude (g = 980.6199 gals.).
 AH5653
 AH5653.The modeled gravity was interpolated from observed gravity values.
 AH5653
 AH5653;                    North         East    Units  Estimated Accuracy
 AH5653;SPC NC       -   230,810.      371,680.      MT  (+/- 180 meters Scaled)
 AH5653
 AH5653                          SUPERSEDED SURVEY CONTROL
 AH5653
 AH5653.No superseded survey control is available for this station.
 AH5653
 AH5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV428621(NAD 83)
 AH5653_MARKER: DB = BENCH MARK DISK
 AH5653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5653_STAMPING: BUR 2 1998
 AH5653_MARK LOGO: NCGS  
 AH5653_PROJECTION: FLUSH
 AH5653_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5653+STABILITY: SURFACE MOTION
 AH5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5653+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5653
 AH5653  HISTORY     - Date     Condition        Report By
 AH5653  HISTORY     - 1998     MONUMENTED       NCGS
 AH5653
 AH5653                          STATION DESCRIPTION
 AH5653
 AH5653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5653'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTH-NORTHWEST OF DREXEL AND
 AH5653'6.0 MI (9.7 KM) NORTHEAST OF MORGANTON. PROCEED ALONG NC 18 FOR 0.7 MI
 AH5653'(1.1 KM) SOUTHWEST FROM THE CALDWELL/BURKE COUNTY LINE, THENCE SOUTH
 AH5653'FOR 2.8 MI (4.5 KM) ALONG SR 1501-ANTIOCH ROAD TO RAGSDALE DRIVE AND
 AH5653'STATION, IN THE NORTHWEST QUAD BETWEEN THE UTILITY POLE AND GUY WIRE.
 AH5653'MARK IS ABOUT LEVEL WITH SR 1501 AND FLUSH WITH GROUND. LOCATED 26.0
 AH5653'FT (7.9 M) WEST OF THE CENTERLINE OF SR 1501, 24.5 FT (7.5 M)
 AH5653'NORTH-NORTHEAST OF THE CENTERLINE OF RAGSDALE DRIVE, 44.5 FT (13.6 M)
 AH5653'NORTH-NORTHWEST OF THE CENTERLINE INTERSECTION OF SR 1501 AND RAGSDALE
 AH5653'DRIVE--AND 3.8 FT (1.2 M) WEST OF UTILITY POLE, 58.8 FT (17.9 M)
 AH5653'WEST-SOUTHWEST OF BRASE POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5654 ***********************************************************************
 AH5654  DESIGNATION -  BUR 3
 AH5654  PID         -  AH5654
 AH5654  STATE/COUNTY-  NC/BURKE
 AH5654  USGS QUAD   -  DREXEL (1993)
 AH5654
 AH5654                         *CURRENT SURVEY CONTROL
 AH5654  ___________________________________________________________________
 AH5654* NAD 83(1986)-  35 47 34.     (N)    081 37 20.     (W)     SCALED    
 AH5654* NAVD 88     -       319.383  (meters)    1047.84   (feet)  ADJUSTED  
 AH5654  ___________________________________________________________________
 AH5654  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 AH5654  DYNAMIC HT  -         319.073 (meters)    1046.83  (feet)  COMP
 AH5654  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 AH5654
 AH5654  VERT ORDER  -  SECOND    CLASS II
 AH5654
 AH5654.The horizontal coordinates were scaled from a topographic map and have
 AH5654.an estimated accuracy of +/- 6 seconds.
 AH5654
 AH5654.The orthometric height was determined by differential leveling
 AH5654.and adjusted in July 1999.
 AH5654
 AH5654.The geoid height was determined by GEOID03.
 AH5654
 AH5654.The dynamic height is computed by dividing the NAVD 88
 AH5654.geopotential number by the normal gravity value computed on the
 AH5654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5654.degrees latitude (g = 980.6199 gals.).
 AH5654
 AH5654.The modeled gravity was interpolated from observed gravity values.
 AH5654
 AH5654;                    North         East    Units  Estimated Accuracy
 AH5654;SPC NC       -   229,740.      372,600.      MT  (+/- 180 meters Scaled)
 AH5654
 AH5654                          SUPERSEDED SURVEY CONTROL
 AH5654
 AH5654.No superseded survey control is available for this station.
 AH5654
 AH5654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV437611(NAD 83)
 AH5654_MARKER: DB = BENCH MARK DISK
 AH5654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5654_SP_SET: TRAFFIC ISLAND
 AH5654_STAMPING: BUR 3 1998
 AH5654_MARK LOGO: NCGS  
 AH5654_PROJECTION: FLUSH
 AH5654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5654+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5654
 AH5654  HISTORY     - Date     Condition        Report By
 AH5654  HISTORY     - 1998     MONUMENTED       NCGS
 AH5654
 AH5654                          STATION DESCRIPTION
 AH5654
 AH5654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5654'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHWEST OF DREXEL AND
 AH5654'5.2 MI (8.4 KM) NORTHWEST OF MORGANTON. PROCEED ALONG NC 18 FOR 0.7 MI
 AH5654'(1.1 KM) SOUTHWEST FROM THE CALDWELL/BURKE COUNTY LINE, THENCE SOUTH
 AH5654'FOR 3.7 MI (6.0 KM) ALONG SR 1501-ANTIOCH ROAD TO THE STATION, IN THE
 AH5654'CONCRETE TRAFFIC ISLAND OF SR 1515 (SMOKEY CREEK ROAD) AT THE
 AH5654'INTERSECTION WITH SR 1501. MARK IS ABOUT LEVEL WITH SR 1515 AND FLUSH
 AH5654'WITH CONCRETE ISLAND. LOCATED 44.0 FT (13.4 M) NORTHEAST OF THE
 AH5654'CENTERLINE OF SR 1501, 22.7 FT (6.9 M) NORTH-NORTHEAST OF MANHOLE
 AH5654'ACCESS COVER, 33.0 FT (10.1 M) SOUTHWEST OF THE NORTHEAST END OF
 AH5654'TRAFFIC ISLAND, AND 22.7 FT (6.9 M) NORTHEAST OF THE SOUTHWEST END OF
 AH5654'TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5642 ***********************************************************************
 AH5642  DESIGNATION -  BUR 4
 AH5642  PID         -  AH5642
 AH5642  STATE/COUNTY-  NC/BURKE
 AH5642  USGS QUAD   -  DREXEL (1993)
 AH5642
 AH5642                         *CURRENT SURVEY CONTROL
 AH5642  ___________________________________________________________________
 AH5642* NAD 83(1986)-  35 46 08.     (N)    081 37 20.     (W)     SCALED    
 AH5642* NAVD 88     -       360.046  (meters)    1181.25   (feet)  ADJUSTED  
 AH5642  ___________________________________________________________________
 AH5642  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 AH5642  DYNAMIC HT  -         359.697 (meters)    1180.11  (feet)  COMP
 AH5642  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 AH5642
 AH5642  VERT ORDER  -  SECOND    CLASS II
 AH5642
 AH5642.The horizontal coordinates were scaled from a topographic map and have
 AH5642.an estimated accuracy of +/- 6 seconds.
 AH5642
 AH5642.The orthometric height was determined by differential leveling
 AH5642.and adjusted in July 1999.
 AH5642
 AH5642.The geoid height was determined by GEOID03.
 AH5642
 AH5642.The dynamic height is computed by dividing the NAVD 88
 AH5642.geopotential number by the normal gravity value computed on the
 AH5642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5642.degrees latitude (g = 980.6199 gals.).
 AH5642
 AH5642.The modeled gravity was interpolated from observed gravity values.
 AH5642
 AH5642;                    North         East    Units  Estimated Accuracy
 AH5642;SPC NC       -   227,090.      372,530.      MT  (+/- 180 meters Scaled)
 AH5642
 AH5642                          SUPERSEDED SURVEY CONTROL
 AH5642
 AH5642.No superseded survey control is available for this station.
 AH5642
 AH5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV437584(NAD 83)
 AH5642_MARKER: DB = BENCH MARK DISK
 AH5642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5642_STAMPING: BUR 4 1998
 AH5642_MARK LOGO: NCGS  
 AH5642_PROJECTION: FLUSH
 AH5642_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5642+STABILITY: SURFACE MOTION
 AH5642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5642+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5642
 AH5642  HISTORY     - Date     Condition        Report By
 AH5642  HISTORY     - 1998     MONUMENTED       NCGS
 AH5642
 AH5642                          STATION DESCRIPTION
 AH5642
 AH5642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5642'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHWEST OF DREXEL AND 4.0
 AH5642'MI (6.4 KM) NORTHEAST OF MORGANTON. PROCEED ALONG US 70 BUSINESS FOR
 AH5642'1.9 MI (3.1 KM) WEST FROM NC 114 (JUST SOUTH OF DREXEL), THENCE NORTH
 AH5642'FOR 1.5 MI (2.4 KM) ALONG SR 1522-ZION ROAD, THENCE NORTHEAST FOR 0.15
 AH5642'MI (0.24 KM) ALONG SR 1512-AMHERST TO SR 1501 HUFFMAN BRIDGE ROAD AND
 AH5642'THE STATION, IN THE NORTHEAST QUADRANT OF THE INTERSECTION. MARK IS
 AH5642'ABOUT LEVEL WITH SR 1512, AND RECESSED 1 INCH BELOW THE GROUND.
 AH5642'LOCATED 25.5 FT (7.8 M) NORTHWEST OF THE CENTERLINE OF SR 1512, 54.0
 AH5642'FT (16.5 M) EAST OF THE CENTERLINE OF SR 1501, 50.5 FT (15.4 M)
 AH5642'SOUTHWEST OF FIRE HYDRANT, 83.4 FT (25.4 M) NORTHEAST OF 14 INCH
 AH5642'RCP--AND 14.7 FT (4.5 M) EAST OF UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5655 ***********************************************************************
 AH5655  DESIGNATION -  BUR 5
 AH5655  PID         -  AH5655
 AH5655  STATE/COUNTY-  NC/BURKE
 AH5655  USGS QUAD   -  DREXEL (1993)
 AH5655
 AH5655                         *CURRENT SURVEY CONTROL
 AH5655  ___________________________________________________________________
 AH5655* NAD 83(1986)-  35 45 48.     (N)    081 37 27.     (W)     SCALED    
 AH5655* NAVD 88     -       366.972  (meters)    1203.97   (feet)  ADJUSTED  
 AH5655  ___________________________________________________________________
 AH5655  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AH5655  DYNAMIC HT  -         366.616 (meters)    1202.81  (feet)  COMP
 AH5655  MODELED GRAV-     979,653.1   (mgal)                       NAVD 88
 AH5655
 AH5655  VERT ORDER  -  SECOND    CLASS II
 AH5655
 AH5655.The horizontal coordinates were scaled from a topographic map and have
 AH5655.an estimated accuracy of +/- 6 seconds.
 AH5655
 AH5655.The orthometric height was determined by differential leveling
 AH5655.and adjusted in July 1999.
 AH5655
 AH5655.The geoid height was determined by GEOID03.
 AH5655
 AH5655.The dynamic height is computed by dividing the NAVD 88
 AH5655.geopotential number by the normal gravity value computed on the
 AH5655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5655.degrees latitude (g = 980.6199 gals.).
 AH5655
 AH5655.The modeled gravity was interpolated from observed gravity values.
 AH5655
 AH5655;                    North         East    Units  Estimated Accuracy
 AH5655;SPC NC       -   226,480.      372,340.      MT  (+/- 180 meters Scaled)
 AH5655
 AH5655                          SUPERSEDED SURVEY CONTROL
 AH5655
 AH5655.No superseded survey control is available for this station.
 AH5655
 AH5655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV435578(NAD 83)
 AH5655_MARKER: DB = BENCH MARK DISK
 AH5655_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH5655_SP_SET: BRIDGE WINGWALL
 AH5655_STAMPING: BUR 5 1998
 AH5655_MARK LOGO: NCGS  
 AH5655_PROJECTION: FLUSH
 AH5655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5655+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5655
 AH5655  HISTORY     - Date     Condition        Report By
 AH5655  HISTORY     - 1998     MONUMENTED       NCGS
 AH5655
 AH5655                          STATION DESCRIPTION
 AH5655
 AH5655'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5655'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF DREXEL AND 4.0
 AH5655'MI (6.4 KM) NORTHEAST OF MORGANTON. PROCEED ALONG US 70 BUSINESS FOR
 AH5655'1.9 MI (3.1 KM) WEST FROM NC 114 (JUST SOUTH OF DREXEL), THENCE NORTH
 AH5655'FOR 1.3 MI (2.1 KM) ALONG SR 1522-ZION ROAD TO THE BRIDGE OVER THE
 AH5655'SOUTHERN RAILROAD, AND THE STATION, IN THE WINGWALL AT THE SOUTHEAST
 AH5655'CORNER OF BRIDGE. MARK IS ABOUT LEVEL WITH SR 1522 AND FLUSH WITH
 AH5655'CONCRETE WINGWALL. LOCATED 18.0 FT (5.5 M) SOUTHEAST OF THE CENTERLINE
 AH5655'OF SR 1522, 2.0 FT (0.6 M) SOUTH OF SOUTH END OF THE EAST CONCRETE
 AH5655'BRIDGE RAIL, 1.0 FT (0.3 M) NORTHEAST OF SOUTH END OF WINGWALL, 12.7
 AH5655'FT (3.9 M) NORTHWEST OF RIGHT-OF-WAY MONUMENT--AND 68.3 FT (20.8 M)
 AH5655'NORTH-NORTHWEST OF 20-INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5656 ***********************************************************************
 AH5656  DESIGNATION -  BUR 6
 AH5656  PID         -  AH5656
 AH5656  STATE/COUNTY-  NC/BURKE
 AH5656  USGS QUAD   -  MORGANTON NORTH (1993)
 AH5656
 AH5656                         *CURRENT SURVEY CONTROL
 AH5656  ___________________________________________________________________
 AH5656* NAD 83(1986)-  35 45 13.     (N)    081 37 52.     (W)     SCALED    
 AH5656* NAVD 88     -       373.229  (meters)    1224.50   (feet)  ADJUSTED  
 AH5656  ___________________________________________________________________
 AH5656  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AH5656  DYNAMIC HT  -         372.867 (meters)    1223.31  (feet)  COMP
 AH5656  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 AH5656
 AH5656  VERT ORDER  -  SECOND    CLASS II
 AH5656
 AH5656.The horizontal coordinates were scaled from a topographic map and have
 AH5656.an estimated accuracy of +/- 6 seconds.
 AH5656
 AH5656.The orthometric height was determined by differential leveling
 AH5656.and adjusted in July 1999.
 AH5656
 AH5656.The geoid height was determined by GEOID03.
 AH5656
 AH5656.The dynamic height is computed by dividing the NAVD 88
 AH5656.geopotential number by the normal gravity value computed on the
 AH5656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5656.degrees latitude (g = 980.6199 gals.).
 AH5656
 AH5656.The modeled gravity was interpolated from observed gravity values.
 AH5656
 AH5656;                    North         East    Units  Estimated Accuracy
 AH5656;SPC NC       -   225,420.      371,680.      MT  (+/- 180 meters Scaled)
 AH5656
 AH5656                          SUPERSEDED SURVEY CONTROL
 AH5656
 AH5656.No superseded survey control is available for this station.
 AH5656
 AH5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV429568(NAD 83)
 AH5656_MARKER: DB = BENCH MARK DISK
 AH5656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5656_STAMPING: BUR 6 1998
 AH5656_MARK LOGO: NCGS  
 AH5656_PROJECTION: FLUSH
 AH5656_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5656+STABILITY: SURFACE MOTION
 AH5656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5656+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5656
 AH5656  HISTORY     - Date     Condition        Report By
 AH5656  HISTORY     - 1998     MONUMENTED       NCGS
 AH5656
 AH5656                          STATION DESCRIPTION
 AH5656
 AH5656'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5656'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF DREXEL AND 3.0 MI
 AH5656'(4.8 KM) NORTHEAST OF MORGANTON. PROCEED ALONG US 70 BUSINESS FOR 1.9
 AH5656'MI (3.1 KM) WEST FROM NC 114 (JUST SOUTH OF DREXEL), THENCE NORTH FOR
 AH5656'0.5 MI (0.8 KM) ALONG SR 1522-ZION ROAD TO THE ELECTRICITY SUB
 AH5656'STATION, AND THE STATION, NEAR THE SOUTHEAST CORNER OF A CHAINLINK
 AH5656'FENCE. MARK IS ABOUT LEVEL WITH SR 1522 AND RECESSED 5 INCHES. LOCATED
 AH5656'28.5 FT (8.7 M) WEST OF THE CENTERLINE OF SR 1522, 10.4 FT (3.2 M)
 AH5656'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF 6-FT CHAINLINK FENCE AROUND
 AH5656'SUB-STATION, 100.8 FT (30.7 M) SOUTH-SOUTHWEST OF SOUTH END OF 14-INCH
 AH5656'CONCRETE PIPE UNDER SUB-STATION GRAVEL DRIVE, 139.4 FT (42.5 M)
 AH5656'NORTH-NORTHEAST OF NORTHEAST CORNER OF SHINGLED 1-STORY HOUSE--AND
 AH5656'23.3 FT (7.1 M) NORTHEAST OF UTILITY POLE, 52.0 FT (15.8 M) NORTHWEST
 AH5656'OF UTILITY POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5646 ***********************************************************************
 AH5646  DESIGNATION -  BUR 7
 AH5646  PID         -  AH5646
 AH5646  STATE/COUNTY-  NC/BURKE
 AH5646  USGS QUAD   -  VALDESE (1993)
 AH5646
 AH5646                         *CURRENT SURVEY CONTROL
 AH5646  ___________________________________________________________________
 AH5646* NAD 83(1986)-  35 44 39.     (N)    081 37 03.     (W)     SCALED    
 AH5646* NAVD 88     -       390.948  (meters)    1282.64   (feet)  ADJUSTED  
 AH5646  ___________________________________________________________________
 AH5646  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AH5646  DYNAMIC HT  -         390.569 (meters)    1281.39  (feet)  COMP
 AH5646  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 AH5646
 AH5646  VERT ORDER  -  SECOND    CLASS II
 AH5646
 AH5646.The horizontal coordinates were scaled from a topographic map and have
 AH5646.an estimated accuracy of +/- 6 seconds.
 AH5646
 AH5646.The orthometric height was determined by differential leveling
 AH5646.and adjusted in July 1999.
 AH5646
 AH5646.The geoid height was determined by GEOID03.
 AH5646
 AH5646.The dynamic height is computed by dividing the NAVD 88
 AH5646.geopotential number by the normal gravity value computed on the
 AH5646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5646.degrees latitude (g = 980.6199 gals.).
 AH5646
 AH5646.The modeled gravity was interpolated from observed gravity values.
 AH5646
 AH5646;                    North         East    Units  Estimated Accuracy
 AH5646;SPC NC       -   224,340.      372,890.      MT  (+/- 180 meters Scaled)
 AH5646
 AH5646                          SUPERSEDED SURVEY CONTROL
 AH5646
 AH5646.No superseded survey control is available for this station.
 AH5646
 AH5646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV441557(NAD 83)
 AH5646_MARKER: DB = BENCH MARK DISK
 AH5646_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5646_SP_SET: LIGHT POLE BASE
 AH5646_STAMPING: BUR 7 1998
 AH5646_MARK LOGO: NCGS  
 AH5646_PROJECTION: FLUSH
 AH5646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5646+STABILITY: SURFACE MOTION
 AH5646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5646+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5646
 AH5646  HISTORY     - Date     Condition        Report By
 AH5646  HISTORY     - 1998     MONUMENTED       NCGS
 AH5646
 AH5646                          STATION DESCRIPTION
 AH5646
 AH5646'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5646'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF DREXEL AND 4.0
 AH5646'MI (6.4 KM) EAST OF MORGANTON. ALONG US 70 BUSINESS FOR 1.0 MI (1.6
 AH5646'KM) WEST FROM NC 114 (JUST SOUTH OF DREXEL), AT SOUTHWEST CORNER OF
 AH5646'TEXACO SERVICE STATION, SET IN THE NORTHWEST CORNER OF THE CONCRETE
 AH5646'FOUNDATION FOR LIGHT POLE. MARK IS ABOUT LEVEL WITH BUSINESS US 70 AND
 AH5646'PROJECTS 12-INCHES ABOVE THE CONCRETE DRIVE WAY. LOCATED 76.0 FT (23.2
 AH5646'M) NORTH OF THE CENTERLINE OF US 70 BUSINESS, 2.2 FT (0.7 M) WEST OF
 AH5646'SOUTHWEST CORNER OF SERVICE STATION, 43.5 FT (13.3 M) NORTHWEST OF
 AH5646'WEST END OF CONCRETE GAS ISLAND, 37.0 FT (11.3 M) EAST OF SOUTHEAST
 AH5646'CORNER OF BRICK BUILDING--AND 72.3 FT (22.0 M) NORTHEAST OF UTILITY
 AH5646'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5647 ***********************************************************************
 AH5647  DESIGNATION -  BUR 8
 AH5647  PID         -  AH5647
 AH5647  STATE/COUNTY-  NC/BURKE
 AH5647  USGS QUAD   -  VALDESE (1993)
 AH5647
 AH5647                         *CURRENT SURVEY CONTROL
 AH5647  ___________________________________________________________________
 AH5647* NAD 83(1986)-  35 44 53.     (N)    081 36 07.     (W)     SCALED    
 AH5647* NAVD 88     -       348.754  (meters)    1144.20   (feet)  ADJUSTED  
 AH5647  ___________________________________________________________________
 AH5647  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 AH5647  DYNAMIC HT  -         348.416 (meters)    1143.09  (feet)  COMP
 AH5647  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 AH5647
 AH5647  VERT ORDER  -  SECOND    CLASS II
 AH5647
 AH5647.The horizontal coordinates were scaled from a topographic map and have
 AH5647.an estimated accuracy of +/- 6 seconds.
 AH5647
 AH5647.The orthometric height was determined by differential leveling
 AH5647.and adjusted in July 1999.
 AH5647
 AH5647.The geoid height was determined by GEOID03.
 AH5647
 AH5647.The dynamic height is computed by dividing the NAVD 88
 AH5647.geopotential number by the normal gravity value computed on the
 AH5647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5647.degrees latitude (g = 980.6199 gals.).
 AH5647
 AH5647.The modeled gravity was interpolated from observed gravity values.
 AH5647
 AH5647;                    North         East    Units  Estimated Accuracy
 AH5647;SPC NC       -   224,730.      374,310.      MT  (+/- 180 meters Scaled)
 AH5647
 AH5647                          SUPERSEDED SURVEY CONTROL
 AH5647
 AH5647.No superseded survey control is available for this station.
 AH5647
 AH5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV455561(NAD 83)
 AH5647_MARKER: DB = BENCH MARK DISK
 AH5647_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5647_SP_SET: BOX CULVERT WINGWALL
 AH5647_STAMPING: BUR 8 1998
 AH5647_MARK LOGO: NCGS  
 AH5647_PROJECTION: FLUSH
 AH5647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5647+STABILITY: SURFACE MOTION
 AH5647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5647+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5647
 AH5647  HISTORY     - Date     Condition        Report By
 AH5647  HISTORY     - 1998     MONUMENTED       NCGS
 AH5647
 AH5647                          STATION DESCRIPTION
 AH5647
 AH5647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 AH5647'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) SOUTH OF DREXEL AND 5.0 MI
 AH5647'(8.0 KM) EAST OF MORGANTON. ALONG NC 114 FOR 0.1 MI (0.2 KM) NORTHWEST
 AH5647'FROM US 70 BUSSINESS, IN THE TOP OF THE EAST END OF THE SOUTHWEST
 AH5647'WINGWALL OF ROAD CULVERT. MARK IS ABOUT 8-FEET LOWER THAN NC 114 AND
 AH5647'FLUSH WITH WING WALL. LOCATED 33.5 FT (10.2 M) SOUTH-SOUTHWEST OF THE
 AH5647'CENTERLINE OF NC 114, 94.0 FT (28.7 M) NORTHWEST OF THE CENTERLINE OF
 AH5647'PAVED DRIVEWAY, 19.2 FT (5.9 M) SOUTH-SOUTHEAST OF MAN-HOLE ACCESS
 AH5647'COVER, 0.5 FT (15.2 CM) NORTHWEST OF THE WEST END OF HEADWALL AT SOUTH
 AH5647'END OF CULVERT--AND 10.7 FT (3.3 M) EAST OF 24-INCH POPLAR, 23.2 FT
 AH5647'(7.1 M) NORTH OF A UTILITY POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1878 ***********************************************************************
 FZ1878  DESIGNATION -  BURCH
 FZ1878  PID         -  FZ1878
 FZ1878  STATE/COUNTY-  NC/SURRY
 FZ1878  USGS QUAD   -  ELKIN NORTH (1994)
 FZ1878
 FZ1878                         *CURRENT SURVEY CONTROL
 FZ1878  ___________________________________________________________________
 FZ1878* NAD 83(2007)-  36 17 00.75581(N)    080 45 48.51617(W)     ADJUSTED  
 FZ1878* NAVD 88     -       323.6    (meters)    1062.     (feet)  VERTCON   
 FZ1878  ___________________________________________________________________
 FZ1878  EPOCH DATE  -        2002.00
 FZ1878  X           -     826,255.665 (meters)                     COMP
 FZ1878  Y           -  -5,080,932.586 (meters)                     COMP
 FZ1878  Z           -   3,753,771.146 (meters)                     COMP
 FZ1878  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FZ1878  ELLIP HEIGHT-         290.136 (meters)          (02/10/07) ADJUSTED
 FZ1878  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FZ1878
 FZ1878  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1878  Type    PID    Designation                      North   East  Ellip
 FZ1878  -------------------------------------------------------------------
 FZ1878  NETWORK FZ1878 BURCH                             0.57   0.53   1.27
 FZ1878  -------------------------------------------------------------------
 FZ1878
 FZ1878.The horizontal coordinates were established by GPS observations
 FZ1878.and adjusted by the National Geodetic Survey in February 2007.
 FZ1878
 FZ1878.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1878.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1878.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1878.The epoch date for horizontal control is a decimal equivalence
 FZ1878.of Year/Month/Day.
 FZ1878
 FZ1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1878
 FZ1878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1878
 FZ1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1878
 FZ1878.The ellipsoidal height was determined by GPS observations
 FZ1878.and is referenced to NAD 83.
 FZ1878
 FZ1878.The geoid height was determined by GEOID03.
 FZ1878
 FZ1878;                    North         East     Units Scale Factor Converg.
 FZ1878;SPC NC       -   282,470.180   451,173.616   MT  1.00003472   -1 01 04.2
 FZ1878;SPC NC       -   926,737.58  1,480,225.44   sFT  1.00003472   -1 01 04.2
 FZ1878;UTM  17      - 4,015,424.238   521,240.729   MT  0.99960556   +0 08 23.9
 FZ1878
 FZ1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1878!SPC NC       -   0.99995447  x   1.00003472  =   0.99998919
 FZ1878!UTM  17      -   0.99995447  x   0.99960556  =   0.99956004
 FZ1878
 FZ1878|---------------------------------------------------------------------|
 FZ1878| PID    Reference Object                     Distance      Geod. Az  |
 FZ1878|                                                           dddmmss.s |
 FZ1878| FZ2363 BURCH RM 1                            7.208 METERS 03306     |
 FZ1878| FZ2364 BURCH RM 2                           10.747 METERS 13501     |
 FZ1878| FZ1816 BOONVILLE MUNICIPAL TANK            APPROX. 7.5 KM 1391626.6 |
 FZ1878| FZ2362 BURCH AZ MK                                        3483513.8 |
 FZ1878|---------------------------------------------------------------------|
 FZ1878
 FZ1878                          SUPERSEDED SURVEY CONTROL
 FZ1878
 FZ1878  NAD 83(2001)-  36 17 00.75627(N)    080 45 48.51601(W) AD(       ) 1
 FZ1878  ELLIP H (03/13/03)  290.133  (m)                       GP(       ) 4 2
 FZ1878  NAD 83(1986)-  36 17 00.76468(N)    080 45 48.52310(W) AD(       ) 1
 FZ1878  NAD 83(1993)-  36 17 00.76145(N)    080 45 48.52459(W) AD(       ) 3
 FZ1878  NAD 83(1986)-  36 17 00.76564(N)    080 45 48.52126(W) AD(       ) 3
 FZ1878  NAD 27      -  36 17 00.28400(N)    080 45 49.28000(W) AD(       ) 3
 FZ1878  NGVD 29 (10/14/98)  323.8    (m)         1062.     (f) GPS OBS     3  
 FZ1878
 FZ1878.Superseded values are not recommended for survey control.
 FZ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1878.See file dsdata.txt to determine how the superseded data were derived.
 FZ1878
 FZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2124115424(NAD 83)
 FZ1878_MARKER: DS = TRIANGULATION STATION DISK
 FZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1878_STAMPING: BURCH 1954
 FZ1878_MARK LOGO: CGS   
 FZ1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1878+STABILITY: SURFACE MOTION
 FZ1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1878+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1986
 FZ1878
 FZ1878  HISTORY     - Date     Condition        Report By
 FZ1878  HISTORY     - 1954     MONUMENTED       CGS
 FZ1878  HISTORY     - 19860101 GOOD             NCGS
 FZ1878
 FZ1878                          STATION DESCRIPTION
 FZ1878
 FZ1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1878'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF ELKIN AND ABOUT 1
 FZ1878'MILE NORTH OF THE YADKIN RIVER AT THE VILLAGE OF BURCH.  IT IS
 FZ1878'41 FEET WEST OF THE CENTER OF STATE HIGHWAY 268, 3 FEET EAST OF
 FZ1878'A POWER POLE, AND 19 FEET WEST OF A WHITE WITNESS POST.  THE
 FZ1878'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BURCH 1954.
 FZ1878'
 FZ1878'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTER OF STATE
 FZ1878'HIGHWAY 268 AND 17 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 FZ1878'IS FLUSH AND THE DISK IS STAMPED BURCH NO 1 1954.
 FZ1878'
 FZ1878'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE CENTER OF STATE
 FZ1878'HIGHWAY 268 AND 30 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 FZ1878'IS FLUSH AND THE DISK IS STAMPED BURCH NO 2 1954.
 FZ1878'
 FZ1878'AZIMUTH MARK IS 35 FEET WEST OF STATE HIGHWAY 268 AND 2 FEET
 FZ1878'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 FZ1878'THE DISK IS STAMPED BURCH 1954.
 FZ1878'
 FZ1878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 268
 FZ1878'AND 67 WITH U.S. HIGHWAY 21 AT THE NORTH END OF THE BRIDGE OVER
 FZ1878'THE YADKIN RIVER IN ELKIN, GO NORTHEAST ON STATE HIGHWAY 268 FOR
 FZ1878'5.9 MILES TO THE BRIDGE OVER THE MITCHEL RIVER.  CONTINUE FOR
 FZ1878'1.0 MILES ON STATE HIGHWAY 268 TO THE STATION ON THE LEFT AS
 FZ1878'DESCRIBED.
 FZ1878'
 FZ1878'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 FZ1878'HIGHWAY 268 FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FZ1878'
 FZ1878'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1878
 FZ1878                          STATION RECOVERY (1986)
 FZ1878
 FZ1878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1878'MARK AND RMS 1 AND 2 WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK
 FZ1878'WAS NOT FOUND. BURCH REFERENCE MARK NO 3 WAS SET IN 1986 AND IS NOW
 FZ1878'THE AZIMUTH FOR THE STATION. NOTE IN 2/95-RMS 1 AND 2 NOT FOUND.
 FZ1878'BOONEVILLE TANK IS VISIBLE FROM THE STATION AND THE GRID AZIMUTH
 FZ1878'IS--140-17-31.26--. CHATHAM MANUFACTURING TANK IS ALSO VISIBLE FROM
 FZ1878'THE STATION AND THE GRID AZIMUTH IS--147-22-54.70--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2363 ***********************************************************************
 FZ2363  DESIGNATION -  BURCH RM 1
 FZ2363  PID         -  FZ2363
 FZ2363  STATE/COUNTY-  NC/SURRY
 FZ2363  USGS QUAD   -  ELKIN NORTH (1994)
 FZ2363
 FZ2363                         *CURRENT SURVEY CONTROL
 FZ2363  ___________________________________________________________________
 FZ2363* NAD 83(2001)-  36 17 00.95153(N)    080 45 48.35870(W)     ADJUSTED  
 FZ2363* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 FZ2363  ___________________________________________________________________
 FZ2363  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FZ2363  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FZ2363  HORZ ORDER  -  SECOND
 FZ2363
 FZ2363.The horizontal coordinates were established by classical geodetic methods
 FZ2363.and adjusted by the National Geodetic Survey in August 2005.
 FZ2363
 FZ2363.The orthometric height was scaled from a topographic map.
 FZ2363
 FZ2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2363
 FZ2363.The geoid height was determined by GEOID03.
 FZ2363
 FZ2363;                    North         East     Units Scale Factor Converg.
 FZ2363;SPC NC       -   282,476.142   451,177.652   MT  1.00003473   -1 01 04.1
 FZ2363;SPC NC       -   926,757.14  1,480,238.68   sFT  1.00003473   -1 01 04.1
 FZ2363;UTM  17      - 4,015,430.278   521,244.642   MT  0.99960556   +0 08 24.0
 FZ2363
 FZ2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2363!SPC NC       -   0.99995449  x   1.00003473  =   0.99998922
 FZ2363!UTM  17      -   0.99995449  x   0.99960556  =   0.99956007
 FZ2363
 FZ2363                          SUPERSEDED SURVEY CONTROL
 FZ2363
 FZ2363  NAD 83(1986)-  36 17 00.96058(N)    080 45 48.36534(W) AD(       ) 2
 FZ2363
 FZ2363.Superseded values are not recommended for survey control.
 FZ2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2363.See file dsdata.txt to determine how the superseded data were derived.
 FZ2363
 FZ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2124515430(NAD 83)
 FZ2363
 FZ2363  HISTORY     - Date     Condition        Report By
 FZ2363  HISTORY     - 1954     MONUMENTED       CGS
 FZ2363  HISTORY     - 19950101 MARK NOT FOUND   NCGS
 FZ2363
 FZ2363                          STATION DESCRIPTION
 FZ2363
 FZ2363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ2363'IN 2/95-RMS 1 AND 2 WERE SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2364 ***********************************************************************
 FZ2364  DESIGNATION -  BURCH RM 2
 FZ2364  PID         -  FZ2364
 FZ2364  STATE/COUNTY-  NC/SURRY
 FZ2364  USGS QUAD   -  ELKIN NORTH (1994)
 FZ2364
 FZ2364                         *CURRENT SURVEY CONTROL
 FZ2364  ___________________________________________________________________
 FZ2364* NAD 83(2001)-  36 17 00.51010(N)    080 45 48.21196(W)     ADJUSTED  
 FZ2364* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 FZ2364  ___________________________________________________________________
 FZ2364  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FZ2364  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 FZ2364  HORZ ORDER  -  SECOND
 FZ2364
 FZ2364.The horizontal coordinates were established by classical geodetic methods
 FZ2364.and adjusted by the National Geodetic Survey in August 2005.
 FZ2364
 FZ2364.The orthometric height was scaled from a topographic map.
 FZ2364
 FZ2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2364
 FZ2364.The geoid height was determined by GEOID03.
 FZ2364
 FZ2364;                    North         East     Units Scale Factor Converg.
 FZ2364;SPC NC       -   282,462.472   451,181.072   MT  1.00003469   -1 01 04.0
 FZ2364;SPC NC       -   926,712.29  1,480,249.90   sFT  1.00003469   -1 01 04.0
 FZ2364;UTM  17      - 4,015,416.686   521,248.336   MT  0.99960556   +0 08 24.1
 FZ2364
 FZ2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2364!SPC NC       -   0.99995449  x   1.00003469  =   0.99998918
 FZ2364!UTM  17      -   0.99995449  x   0.99960556  =   0.99956007
 FZ2364
 FZ2364                          SUPERSEDED SURVEY CONTROL
 FZ2364
 FZ2364  NAD 83(1986)-  36 17 00.51810(N)    080 45 48.21865(W) AD(       ) 2
 FZ2364
 FZ2364.Superseded values are not recommended for survey control.
 FZ2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2364.See file dsdata.txt to determine how the superseded data were derived.
 FZ2364
 FZ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2124815417(NAD 83)
 FZ2364
 FZ2364  HISTORY     - Date     Condition        Report By
 FZ2364  HISTORY     - 1954     MONUMENTED       CGS
 FZ2364  HISTORY     - 19950101 MARK NOT FOUND   NCGS
 FZ2364
 FZ2364                          STATION DESCRIPTION
 FZ2364
 FZ2364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FZ2364'IN 2/95-RMS 1 AND 2 WERE SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4092 ***********************************************************************
 AH4092  DESIGNATION -  BURCH RM 3
 AH4092  PID         -  AH4092
 AH4092  STATE/COUNTY-  NC/SURRY
 AH4092  USGS QUAD   -  ELKIN NORTH (1994)
 AH4092
 AH4092                         *CURRENT SURVEY CONTROL
 AH4092  ___________________________________________________________________
 AH4092* NAD 83(2001)-  36 17 07.99500(N)    080 45 50.52794(W)     ADJUSTED  
 AH4092* NAVD 88     -       327.7    (meters)    1075.     (feet)  VERTCON   
 AH4092  ___________________________________________________________________
 AH4092  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AH4092  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AH4092  HORZ ORDER  -  SECOND
 AH4092
 AH4092.The horizontal coordinates were established by classical geodetic methods
 AH4092.and adjusted by the National Geodetic Survey in August 2005.
 AH4092
 AH4092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4092
 AH4092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4092
 AH4092.The geoid height was determined by GEOID03.
 AH4092
 AH4092;                    North         East     Units Scale Factor Converg.
 AH4092;SPC NC       -   282,694.181   451,127.383   MT  1.00003535   -1 01 05.3
 AH4092;SPC NC       -   927,472.49  1,480,073.76   sFT  1.00003535   -1 01 05.3
 AH4092;UTM  17      - 4,015,647.164   521,190.000   MT  0.99960553   +0 08 22.7
 AH4092
 AH4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4092!SPC NC       -   0.99995382  x   1.00003535  =   0.99998917
 AH4092!UTM  17      -   0.99995382  x   0.99960553  =   0.99955937
 AH4092
 AH4092                          SUPERSEDED SURVEY CONTROL
 AH4092
 AH4092  NAD 83(1986)-  36 17 08.00338(N)    080 45 50.53501(W) AD(       ) 2
 AH4092  NGVD 29 (12/22/97)  327.9    (m)         1076.     (f) VERT ANG    3  
 AH4092
 AH4092.Superseded values are not recommended for survey control.
 AH4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4092.See file dsdata.txt to determine how the superseded data were derived.
 AH4092
 AH4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2119015647(NAD 83)
 AH4092_MARKER: DR = REFERENCE MARK DISK
 AH4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4092_STAMPING: BURCH NO 3 1986
 AH4092_MARK LOGO: NCGS  
 AH4092_PROJECTION: FLUSH
 AH4092_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4092+STABILITY: SURFACE MOTION
 AH4092
 AH4092  HISTORY     - Date     Condition        Report By
 AH4092  HISTORY     - 1986     MONUMENTED       NCGS
 AH4092
 AH4092                          STATION DESCRIPTION
 AH4092
 AH4092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH4092'STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) EAST-NORTHEAST OF ELKIN, AND
 AH4092'12.7 KM (7.90 MI) SOUTH-SOUTHWEST OF DOBSON, IN BURCH COMMUNITY. ALONG
 AH4092'NC 268 FOR 1.8 KM (1.10 MI) EAST FROM THE BRIDGE OVER MITCHELL RIVER,
 AH4092'OR 0.4 KM (0.25 MI) NORTH OF SR 1118 (GREENWOOD RD), IN SHOULDER NEAR
 AH4092'NORTHEAST CORNER OF--ROY S. CHAPPELL--YARD. MARK IS RECESSED 2 INCHES
 AH4092'BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 4.6 M (15.1 FT) WEST
 AH4092'OF THE CENTERLINE OF HIGHWAY, 58.5 M (191.9 FT) NORTH OF CENTERLINE OF
 AH4092'HIGHWAY AT WEST DRIVE, 3.5 M (11.5 FT) EAST-NORTHEAST OF A TELEPHONE
 AH4092'PEDESTAL, 4.6 M (15.1 FT) SOUTH OF GRAVEL DRIVE, 23.0 M (75.5 FT)
 AH4092'SOUTHEAST OF THE SOUTHEAST CORNER OF A MOBILE HOME, AND 35.3 M (115.8
 AH4092'FT) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5233 ***********************************************************************
 FX5233  DESIGNATION -  BUREAU
 FX5233  PID         -  FX5233
 FX5233  STATE/COUNTY-  NC/HALIFAX
 FX5233  USGS QUAD   -  HALIFAX (1974)
 FX5233
 FX5233                         *CURRENT SURVEY CONTROL
 FX5233  ___________________________________________________________________
 FX5233* NAD 83(2001)-  36 18 34.20395(N)    077 35 31.07568(W)     ADJUSTED  
 FX5233* NAVD 88     -        36.64   (+/-2cm)     120.2    (feet)  VERTCON   
 FX5233  ___________________________________________________________________
 FX5233  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FX5233  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 FX5233  HORZ ORDER  -  SECOND
 FX5233  VERT ORDER  -  THIRD ? (See Below)
 FX5233
 FX5233.The horizontal coordinates were established by classical geodetic methods
 FX5233.and adjusted by the National Geodetic Survey in August 2005.
 FX5233
 FX5233.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX5233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX5233.The vertical order pertains to the NGVD 29 superseded value.
 FX5233
 FX5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5233
 FX5233.The geoid height was determined by GEOID03.
 FX5233
 FX5233;                    North         East     Units Scale Factor Converg.
 FX5233;SPC NC       -   284,840.302   736,058.089   MT  1.00004300   +0 48 45.6
 FX5233;SPC NC       -   934,513.56  2,414,883.91   sFT  1.00004300   +0 48 45.6
 FX5233;UTM  18      - 4,021,395.730   267,284.610   MT  1.00026731   -1 32 07.8
 FX5233
 FX5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5233!SPC NC       -   0.99999965  x   1.00004300  =   1.00004265
 FX5233!UTM  18      -   0.99999965  x   1.00026731  =   1.00026696
 FX5233
 FX5233                          SUPERSEDED SURVEY CONTROL
 FX5233
 FX5233  NAD 83(1993)-  36 18 34.21180(N)    077 35 31.07633(W) AD(       ) 2
 FX5233  NAD 83(1986)-  36 18 34.21138(N)    077 35 31.08376(W) AD(       ) 2
 FX5233  NGVD 29 (01/18/91)   36.95   (m)          121.2    (f) LEVELING    3  
 FX5233
 FX5233.Superseded values are not recommended for survey control.
 FX5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5233.See file dsdata.txt to determine how the superseded data were derived.
 FX5233
 FX5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6728521396(NAD 83)
 FX5233_MARKER: DE = TRAVERSE STATION DISK
 FX5233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5233_STAMPING: BUREAU 1980
 FX5233_MARK LOGO: NCGS  
 FX5233_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FX5233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX5233+STABILITY: SURFACE MOTION
 FX5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX5233+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 FX5233
 FX5233  HISTORY     - Date     Condition        Report By
 FX5233  HISTORY     - 1980     MONUMENTED       NCGS
 FX5233  HISTORY     - 1985     GOOD             USPSQD
 FX5233  HISTORY     - 1988     GOOD             USPSQD
 FX5233  HISTORY     - 19930408 GOOD             NCGS
 FX5233
 FX5233                          STATION DESCRIPTION
 FX5233
 FX5233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX5233'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH OF HALIFAX, ALONG
 FX5233'US 301, 0.1 MILE SOUTH OF JUNCTION WITH NC 561, ON EAST SIDE OF
 FX5233'HIGHWAY, IN BRUSH LINE, APPROXIMATELY 300 FEET SOUTH OF THE FARM
 FX5233'BUREAU INSURANCE BUILDING, AND 0.2 MILE NORTH-NORTHWEST OF HIGHWAY
 FX5233'OVERPASS OF SEABOARD COAST LINE RAILROAD.
 FX5233'
 FX5233'STATION MARK IS A STANDARD DISK STAMPED---BUREAU 1980---SET IN TOP OF
 FX5233'A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS 42.7
 FX5233'FEET EAST OF THE CENTERLINE OF HIGHWAY, 4.4 FEET NORTH-NORTHWEST OF
 FX5233'METAL WITNESS POST, 109.4 FEET SOUTH-SOUTHEAST OF DIRECTIONAL SIGN
 FX5233'POST AND 24.3 FEET SOUTHWEST OF 4 INCH LOCUST BOTH WITH REFERENCE
 FX5233'TAGS.
 FX5233
 FX5233                          STATION RECOVERY (1985)
 FX5233
 FX5233'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX5233'RECOVERED IN GOOD CONDITION.
 FX5233
 FX5233                          STATION RECOVERY (1988)
 FX5233
 FX5233'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 FX5233'RECOVERED IN GOOD CONDITION.
 FX5233
 FX5233                          STATION RECOVERY (1993)
 FX5233
 FX5233'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX5233'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3804 ***********************************************************************
 EB3804  DESIGNATION -  BUREAU
 EB3804  PID         -  EB3804
 EB3804  STATE/COUNTY-  NC/ROBESON
 EB3804  USGS QUAD   -  ROWLAND (1982)
 EB3804
 EB3804                         *CURRENT SURVEY CONTROL
 EB3804  ___________________________________________________________________
 EB3804* NAD 83(2001)-  34 32 42.84979(N)    079 18 14.60350(W)     ADJUSTED  
 EB3804* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 EB3804  ___________________________________________________________________
 EB3804  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 EB3804  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EB3804  HORZ ORDER  -  SECOND
 EB3804
 EB3804.The horizontal coordinates were established by classical geodetic methods
 EB3804.and adjusted by the National Geodetic Survey in August 2005.
 EB3804
 EB3804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3804
 EB3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3804
 EB3804.The geoid height was determined by GEOID03.
 EB3804
 EB3804;                    North         East     Units Scale Factor Converg.
 EB3804;SPC NC       -    88,260.037   581,693.260   MT  0.99994805   -0 10 31.8
 EB3804;SPC NC       -   289,566.47  1,908,438.64   sFT  0.99994805   -0 10 31.8
 EB3804;SPC SC       -   302,024.836   765,250.296   MT  0.99991035   +0 56 24.8
 EB3804;SPC SC       -   990,895.13  2,510,663.70   iFT  0.99991035   +0 56 24.8
 EB3804;UTM  17      - 3,823,919.586   655,617.147   MT  0.99989850   +0 57 42.8
 EB3804
 EB3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3804!SPC NC       -   0.99999822  x   0.99994805  =   0.99994627
 EB3804!SPC SC       -   0.99999822  x   0.99991035  =   0.99990857
 EB3804!UTM  17      -   0.99999822  x   0.99989850  =   0.99989672
 EB3804
 EB3804                          SUPERSEDED SURVEY CONTROL
 EB3804
 EB3804  NAD 83(1986)-  34 32 42.86138(N)    079 18 14.60453(W) AD(       ) 2
 EB3804  NGVD 29 (04/22/91)   44.6    (m)          146.     (f) VERT ANG    3  
 EB3804
 EB3804.Superseded values are not recommended for survey control.
 EB3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3804.See file dsdata.txt to determine how the superseded data were derived.
 EB3804
 EB3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5561723920(NAD 83)
 EB3804_MARKER: DE = TRAVERSE STATION DISK
 EB3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3804_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3804+STABILITY: SURFACE MOTION
 EB3804
 EB3804  HISTORY     - Date     Condition        Report By
 EB3804  HISTORY     - 1977     MONUMENTED       NCGS
 EB3804
 EB3804                          STATION DESCRIPTION
 EB3804
 EB3804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3804'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTHWEST OF ROWLAND.
 EB3804'
 EB3804'TO REACH THE STATION FROM THE INTERSECTION OF NC 130 US 501 WITH US
 EB3804'301 IN ROWLAND PROCEED NORTHWEST ALONG NC 130 FOR 1.0 MILES TO FIELD
 EB3804'ROAD ENTRANCE ON LEFT AND 0.3 MILE SOUTHEAST OF INTERSECTION WITH
 EB3804'NC 710.
 EB3804'
 EB3804'STATION MARK IS A STANDARD DISK STAMPED---BUREAU 1977---SET IN THE
 EB3804'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EB3804'SURFACE. THE MARK IS 19.3 FEET SOUTHWEST OF CENTERLIN OF US 501,
 EB3804'37.9 FEET NORTH-NORTHWEST OF CENTERLINE OF A FIELD ROAD, 60.7 FEET
 EB3804'NORTHWEST OF THE NORTH END OF A CULVERT UNDER DRIVE TO A RESIDENT,
 EB3804'10.0 FEET NORTHEAST OF A TELEPHONE POLE WITH REFERENCE TAG, 51.1 FEET
 EB3804'SOUTHWEST OF A POWER POLE 109 WITH REFERENCE TAG AND 62.0 FEET
 EB3804'NORTH-NORTHWEST OF A SIGN POST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7312 ***********************************************************************
 AE7312  DESIGNATION -  BUREAU
 AE7312  PID         -  AE7312
 AE7312  STATE/COUNTY-  NC/WAKE
 AE7312  USGS QUAD   -  RALEIGH WEST (1988)
 AE7312
 AE7312                         *CURRENT SURVEY CONTROL
 AE7312  ___________________________________________________________________
 AE7312* NAD 83(2001)-  35 50 56.57211(N)    078 41 33.50592(W)     ADJUSTED  
 AE7312* NAVD 88     -        99.6    (meters)     327.     (feet)  VERTCON   
 AE7312  ___________________________________________________________________
 AE7312  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 AE7312  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 AE7312  HORZ ORDER  -  SECOND
 AE7312
 AE7312.The horizontal coordinates were established by classical geodetic methods
 AE7312.and adjusted by the National Geodetic Survey in August 2005.
 AE7312
 AE7312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7312
 AE7312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7312
 AE7312.The geoid height was determined by GEOID03.
 AE7312
 AE7312;                    North         East     Units Scale Factor Converg.
 AE7312;SPC NC       -   232,895.377   637,364.524   MT  0.99992682   +0 10 38.6
 AE7312;SPC NC       -   764,090.92  2,091,086.78   sFT  0.99992682   +0 10 38.6
 AE7312;UTM  17      - 3,969,663.820   708,370.253   MT  1.00013504   +1 21 06.5
 AE7312
 AE7312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7312!SPC NC       -   0.99998948  x   0.99992682  =   0.99991630
 AE7312!UTM  17      -   0.99998948  x   1.00013504  =   1.00012452
 AE7312
 AE7312:                Primary Azimuth Mark                     Grid Az
 AE7312:SPC NC       -  RALEIGH CABLEVISION TOWER                128 52 58.9
 AE7312:UTM  17      -  RALEIGH CABLEVISION TOWER                127 42 31.0
 AE7312
 AE7312|---------------------------------------------------------------------|
 AE7312| PID    Reference Object                     Distance      Geod. Az  |
 AE7312|                                                           dddmmss.s |
 AE7312| EZ6594 RALEIGH CABLEVISION TOWER           APPROX. 8.0 KM 1290337.5 |
 AE7312| AE7313 BETA                                484.225 METERS 1362444.3 |
 AE7312|---------------------------------------------------------------------|
 AE7312
 AE7312                          SUPERSEDED SURVEY CONTROL
 AE7312
 AE7312  NAD 83(1986)-  35 50 56.57550(N)    078 41 33.51633(W) AD(       ) 2
 AE7312  NGVD 29 (03/10/98)   99.8    (m)          327.     (f) VERT ANG    3  
 AE7312
 AE7312.Superseded values are not recommended for survey control.
 AE7312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7312.See file dsdata.txt to determine how the superseded data were derived.
 AE7312
 AE7312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0837069664(NAD 83)
 AE7312_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7312_STAMPING: BUREAU 1986
 AE7312_MARK LOGO: NCGS  
 AE7312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7312+STABILITY: SURFACE MOTION
 AE7312
 AE7312  HISTORY     - Date     Condition        Report By
 AE7312  HISTORY     - 1986     MONUMENTED       NCGS
 AE7312
 AE7312                          STATION DESCRIPTION
 AE7312
 AE7312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7312'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTH-NORTHWEST OF CAPITOL
 AE7312'SQUARE, IN NORTHWEST RALEIGH. ALONG US 70 FOR 2.6 KM (1.60 MI)
 AE7312'NORTHWEST FROM CLIFF BENSON BELTLINE, OR 0.2 KM (0.10 MI) SOUTHEAST OF
 AE7312'BLUESTONE DRIVE, AT THE ENTRANCE TO THE NC FARM BUREAU FEDERATION,
 AE7312'BETWEEN THE HIGHWAY CURB AND THE ASPHALT SIDEWALK. MARK IS FLUSH WITH
 AE7312'GROUND AND LEVEL WITH HIGHWAY. LOCATED 6.6 M (21.7 FT) SOUTHWEST OF
 AE7312'THE CENTER OF THE EAST BOUND LANE, 31.7 M (104.0 FT) SOUTHEAST OF THE
 AE7312'CENTERLINE OF A DRIVE, 11.4 M (37.4 FT) EAST-NORTHEAST OF A
 AE7312'RIGHT-OF-WAY MONUMENT--AND 13.8 M (45.3 FT) SOUTHEAST OF A STREET LAMP
 AE7312'POLE, 18.9 M (62.0 FT) NORTH-NORTHWEST OF A METER POLE FOR STREET
 AE7312'LAMPS--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9074 ***********************************************************************
 AF9074  DESIGNATION -  BUREAU
 AF9074  PID         -  AF9074
 AF9074  STATE/COUNTY-  NC/HYDE
 AF9074  USGS QUAD   -  SWANQUARTER (1974)
 AF9074
 AF9074                         *CURRENT SURVEY CONTROL
 AF9074  ___________________________________________________________________
 AF9074* NAD 83(2001)-  35 25 25.06416(N)    076 19 17.82535(W)     ADJUSTED  
 AF9074* NAVD 88     -         1.9    (meters)       6.     (feet)  VERT ANG  
 AF9074  ___________________________________________________________________
 AF9074  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 AF9074  GEOID HEIGHT-         -37.88  (meters)                     GEOID03
 AF9074  HORZ ORDER  -  SECOND
 AF9074
 AF9074.The horizontal coordinates were established by classical geodetic methods
 AF9074.and adjusted by the National Geodetic Survey in August 2005.
 AF9074
 AF9074.The orthometric height was determined by vertical angle observations.
 AF9074
 AF9074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9074
 AF9074.The geoid height was determined by GEOID03.
 AF9074
 AF9074;                    North         East     Units Scale Factor Converg.
 AF9074;SPC NC       -   188,936.814   852,779.568   MT  0.99987707   +1 32 45.2
 AF9074;SPC NC       -   619,870.20  2,797,827.63   sFT  0.99987707   +1 32 45.2
 AF9074;UTM  18      - 3,920,825.676   380,021.484   MT  0.99977739   -0 45 58.0
 AF9074
 AF9074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9074!SPC NC       -   1.00000564  x   0.99987707  =   0.99988271
 AF9074!UTM  18      -   1.00000564  x   0.99977739  =   0.99978303
 AF9074
 AF9074                          SUPERSEDED SURVEY CONTROL
 AF9074
 AF9074  NAD 83(1986)-  35 25 25.07222(N)    076 19 17.83671(W) AD(       ) 2
 AF9074
 AF9074.Superseded values are not recommended for survey control.
 AF9074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9074.See file dsdata.txt to determine how the superseded data were derived.
 AF9074
 AF9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8002120826(NAD 83)
 AF9074_MARKER: DE = TRAVERSE STATION DISK
 AF9074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9074_STAMPING: BUREAU 1982
 AF9074_MARK LOGO: NCGS  
 AF9074_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9074+STABILITY: SURFACE MOTION
 AF9074
 AF9074  HISTORY     - Date     Condition        Report By
 AF9074  HISTORY     - 1982     MONUMENTED       NCGS
 AF9074
 AF9074                          STATION DESCRIPTION
 AF9074
 AF9074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9074'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) NORTH OF SWANQUARTER. ALONG
 AF9074'US 264 FOR 0.6 KM (0.35 MI) WEST FROM SR 1129 (NORTHEAST OF
 AF9074'SWANQUARTER), OR 2.7 KM (1.65 MI) EAST FROM SR 1132, IN THE SOUTH
 AF9074'SHOULDER, AT A PAVED DRIVE, ACROSS FROM THE HYDE COUNTY FARM BUREAU
 AF9074'BUILDING. MARK IS RECESSED 2 INCHES BELOW GROUND.  LOCATED 6.3 M (20.7
 AF9074'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.2 M (13.8 FT) WEST OF
 AF9074'THE CENTERLINE OF THE DRIVE, 4.2 M (13.8 FT) NORTH OF THE WEST END OF
 AF9074'A DRIVEWAY CULVERT--AND 13.2 M (43.3 FT) NORTH-NORTHWEST OF A POWER
 AF9074'POLE, 13.7 M (44.9 FT) NORTHWEST OF A 12-INCH MAPLE--BOTH WITH
 AF9074'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5061 ***********************************************************************
 AH5061  DESIGNATION -  BUREAU
 AH5061  PID         -  AH5061
 AH5061  STATE/COUNTY-  NC/SAMPSON
 AH5061  USGS QUAD   -  CLINTON NORTH (1986)
 AH5061
 AH5061                         *CURRENT SURVEY CONTROL
 AH5061  ___________________________________________________________________
 AH5061* NAD 83(2001)-  35 01 22.48616(N)    078 20 56.62727(W)     ADJUSTED  
 AH5061* NAVD 88     -        49.4    (meters)     162.     (feet)  VERT ANG  
 AH5061  ___________________________________________________________________
 AH5061  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AH5061  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AH5061  HORZ ORDER  -  SECOND
 AH5061
 AH5061.The horizontal coordinates were established by classical geodetic methods
 AH5061.and adjusted by the National Geodetic Survey in August 2005.
 AH5061
 AH5061.The orthometric height was determined by vertical angle observations.
 AH5061
 AH5061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5061
 AH5061.The geoid height was determined by GEOID03.
 AH5061
 AH5061;                    North         East     Units Scale Factor Converg.
 AH5061;SPC NC       -   141,399.048   668,999.963   MT  0.99988052   +0 22 32.5
 AH5061;SPC NC       -   463,906.71  2,194,877.38   sFT  0.99988052   +0 22 32.5
 AH5061;UTM  17      - 3,878,796.501   741,864.616   MT  1.00032103   +1 31 19.6
 AH5061
 AH5061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5061!SPC NC       -   0.99999767  x   0.99988052  =   0.99987819
 AH5061!UTM  17      -   0.99999767  x   1.00032103  =   1.00031870
 AH5061
 AH5061                          SUPERSEDED SURVEY CONTROL
 AH5061
 AH5061  NAD 83(1986)-  35 01 22.49276(N)    078 20 56.63584(W) AD(       ) 2
 AH5061
 AH5061.Superseded values are not recommended for survey control.
 AH5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5061.See file dsdata.txt to determine how the superseded data were derived.
 AH5061
 AH5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4186578797(NAD 83)
 AH5061_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5061_STAMPING: BUREAU 1986
 AH5061_MARK LOGO: NCGS  
 AH5061_PROJECTION: FLUSH
 AH5061_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5061+STABILITY: SURFACE MOTION
 AH5061
 AH5061  HISTORY     - Date     Condition        Report By
 AH5061  HISTORY     - 1986     MONUMENTED       NCGS
 AH5061
 AH5061                          STATION DESCRIPTION
 AH5061
 AH5061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5061'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF CLINTON. ALONG
 AH5061'US 421 FOR 1.9 KM (1.20 MI) NORTH FROM THE FAIRCLOTH FREEWAY OVERPASS
 AH5061'TO A PAVED ROAD LEADING TO SENIOR VILLAGE, IN THE SOUTHWEST QUADRANT,
 AH5061'OR 0.9 KM (0.55 MI) SOUTH OF SR 1833. MARK IS RECESSED 3 INCHES BELOW
 AH5061'GROUND AND LEVEL WITH HIGHWAY. LOCATED 6.5 M (21.3 FT) WEST OF THE
 AH5061'CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) SOUTH OF THE CENTERLINE OF
 AH5061'THE ROAD, 7.1 M (23.3 FT) SOUTHEAST OF THE SOUTH END OF A ROAD
 AH5061'CULVERT, 60.4 M (198.2 FT) NORTH OF THE NORTH END OF THE FARM BUREAU
 AH5061'DRIVEWAY CULVERT, AND 13.1 M (43.0 FT) EAST OF A POWER POLE WITH A
 AH5061'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4094 ***********************************************************************
 EY4094  DESIGNATION -  BURFORD
 EY4094  PID         -  EY4094
 EY4094  STATE/COUNTY-  NC/BEAUFORT
 EY4094  USGS QUAD   -  PANTEGO (1974)
 EY4094
 EY4094                         *CURRENT SURVEY CONTROL
 EY4094  ___________________________________________________________________
 EY4094* NAD 83(2007)-  35 31 50.25630(N)    076 44 11.46037(W)     ADJUSTED  
 EY4094* NAVD 88     -         1.272  (meters)       4.17   (feet)  ADJUSTED  
 EY4094  ___________________________________________________________________
 EY4094  EPOCH DATE  -        2002.00
 EY4094  X           -   1,192,209.043 (meters)                     COMP
 EY4094  Y           -  -5,057,795.477 (meters)                     COMP
 EY4094  Z           -   3,685,913.080 (meters)                     COMP
 EY4094  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 EY4094  ELLIP HEIGHT-         -35.735 (meters)          (08/28/07) ADJUSTED
 EY4094  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 EY4094  DYNAMIC HT  -           1.271 (meters)       4.17  (feet)  COMP
 EY4094  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 EY4094
 EY4094  HORZ ORDER  -  FIRST
 EY4094  VERT ORDER  -  SECOND    CLASS II
 EY4094  ELLP ORDER  -  FOURTH    CLASS II
 EY4094
 EY4094.The horizontal coordinates were established by GPS observations
 EY4094.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2007.
 EY4094
 EY4094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4094.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4094.The horizontal coordinates are valid at the epoch date displayed above.
 EY4094.The epoch date for horizontal control is a decimal equivalence
 EY4094.of Year/Month/Day.
 EY4094
 EY4094.The orthometric height was determined by differential leveling
 EY4094.and adjusted in June 1991.
 EY4094
 EY4094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4094
 EY4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4094
 EY4094.The ellipsoidal height was determined by GPS observations
 EY4094.and is referenced to NAD 83.
 EY4094
 EY4094.The geoid height was determined by GEOID03.
 EY4094
 EY4094.The dynamic height is computed by dividing the NAVD 88
 EY4094.geopotential number by the normal gravity value computed on the
 EY4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4094.degrees latitude (g = 980.6199 gals.).
 EY4094
 EY4094.The modeled gravity was interpolated from observed gravity values.
 EY4094
 EY4094;                    North         East     Units Scale Factor Converg.
 EY4094;SPC NC       -   199,865.989   814,846.176   MT  0.99988440   +1 18 23.1
 EY4094;SPC NC       -   655,727.00  2,673,374.50   sFT  0.99988440   +1 18 23.1
 EY4094;UTM  18      - 3,933,276.872   342,561.823   MT  0.99990546   -1 00 33.7
 EY4094
 EY4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4094!SPC NC       -   1.00000561  x   0.99988440  =   0.99989001
 EY4094!UTM  18      -   1.00000561  x   0.99990546  =   0.99991107
 EY4094
 EY4094:                Primary Azimuth Mark                     Grid Az
 EY4094:SPC NC       -  MATTHEWS RESET                           234 47 11.2
 EY4094:UTM  18      -  MATTHEWS RESET                           237 06 08.0
 EY4094
 EY4094|---------------------------------------------------------------------|
 EY4094| PID    Reference Object                     Distance      Geod. Az  |
 EY4094|                                                           dddmmss.s |
 EY4094| DJ9429 MATTHEWS RESET                      450.928 METERS 2360534.3 |
 EY4094|---------------------------------------------------------------------|
 EY4094
 EY4094                          SUPERSEDED SURVEY CONTROL
 EY4094
 EY4094  NAD 83(2001)-  35 31 50.25606(N)    076 44 11.45945(W) AD(       ) 2
 EY4094  NAD 83(1986)-  35 31 50.26865(N)    076 44 11.47066(W) AD(       ) 2
 EY4094  NAVD 88 (07/14/98)    1.27   (m)            4.2    (f) LEVELING    3  
 EY4094
 EY4094.Superseded values are not recommended for survey control.
 EY4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4094.See file dsdata.txt to determine how the superseded data were derived.
 EY4094
 EY4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4256233277(NAD 83)
 EY4094_MARKER: DE = TRAVERSE STATION DISK
 EY4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4094_SP_SET: CONCRETE POST
 EY4094_STAMPING: BURFORD 1982
 EY4094_MARK LOGO: NCGS  
 EY4094_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4094+STABILITY: SURFACE MOTION
 EY4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4094+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2007
 EY4094
 EY4094  HISTORY     - Date     Condition        Report By
 EY4094  HISTORY     - 1982     MONUMENTED       NCGS
 EY4094  HISTORY     - 19840601 GOOD             NCGS
 EY4094  HISTORY     - 20070213 GOOD             NCGS
 EY4094
 EY4094                          STATION DESCRIPTION
 EY4094
 EY4094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY4094'9.2 KM (5.7 MI) SW FROM PANTEGO.
 EY4094'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) SOUTHWEST OF PANTEGO AND
 EY4094'29.1 KM (18.1 MI) EAST OF WASHINGTON.  ALONG US 264 FOR 0.5 KM (0.3
 EY4094'MI) EAST FROM YEATESVILLE, OR 0.3 KM (0.2 MI) WEST FROM THE PUNGO
 EY4094'CREEK BRIDGE, IN THE NORTH SHOULDER OF THE ABANDONED SECTION OF US
 EY4094'264, AND EAST-SOUTHEAST OF A CEMETARY.  THE STATION IS A STANDARD
 EY4094'NCGS DISK STAMPED---BURFORD 1982---, SET INTO THE TOP OF A ROUND
 EY4094'CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.
 EY4094'LOCATED 0.8 METERS (2.5 FT) NORTH OF THE EDGE OF THE OLD CONCRETE
 EY4094'ROAD BED, 43.4 METERS (142.5 FT) SOUTHWEST OF THE CENTERLINE OF A
 EY4094'DRIVE TO MOUNT ZION BAPTIST CHURCH, 30.1 METERS (98.9 FT) EAST OF THE
 EY4094'CENTER OF THE WILKINSON TOMBSTONE, 24.9 METERS (81.7 FT) NORTHEAST OF
 EY4094'A 10-INCH PINE WITH A REFERENCE TAG, AND 39.4 METERS (129.4 FT)
 EY4094'SOUTHWEST OF THE SOUTHWEST CORNER OF AN A-FRAME HOUSE.
 EY4094
 EY4094                          STATION RECOVERY (1984)
 EY4094
 EY4094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY4094'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTHWEST OF PANTEGO AND
 EY4094'29.1 KM (18.10 MI) EAST OF WASHINGTON. ALONG US 264 FOR 0.5 KM (0.30
 EY4094'MI) EAST FROM YEATESVILLE, OR 0.3 KM (0.20 MI) WEST FROM THE PUNGO
 EY4094'CREEK BRIDGE, IN THE NORTH SHOULDER OF THE ABANDONED SECTION OF US
 EY4094'264, AND EAST-SOUTHEAST OF A CEMETARY. MARK IS RECESSED 3 INCHES BELOW
 EY4094'GROUND. LOCATED 0.8 M (2.6 FT) NORTH OF THE EDGE OF THE OLD CONCRETE
 EY4094'ROAD BED, 43.4 M (142.4 FT) SOUTHWEST OF THE CENTERLINE OF A DRIVE TO
 EY4094'MOUNT ZION BAPTIST CHURCH, 30.1 M (98.8 FT) EAST OF THE CENTER OF THE
 EY4094'WILKINSON TOMBSTONE, 24.9 M (81.7 FT) NORTHEAST OF A 10-INCH PINE WITH
 EY4094'A REFERENCE TAG, AND 39.4 M (129.3 FT) SOUTHWEST OF THE SOUTHWEST
 EY4094'CORNER OF AN A-FRAME HOUSE.
 EY4094
 EY4094                          STATION RECOVERY (2007)
 EY4094
 EY4094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2007 (EJH)
 EY4094'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2967 ***********************************************************************
 EA2967  CBN         -  This is a Cooperative Base Network Control Station.
 EA2967  DESIGNATION -  BURGAW
 EA2967  PID         -  EA2967
 EA2967  STATE/COUNTY-  NC/PENDER
 EA2967  USGS QUAD   -  BURGAW (1988)
 EA2967
 EA2967                         *CURRENT SURVEY CONTROL
 EA2967  ___________________________________________________________________
 EA2967* NAD 83(2007)-  34 33 02.69438(N)    077 55 42.76705(W)     ADJUSTED  
 EA2967* NAVD 88     -        15.24   (meters)      50.0    (feet)  LEVELING  
 EA2967  ___________________________________________________________________
 EA2967  EPOCH DATE  -        2002.00
 EA2967  X           -   1,099,787.439 (meters)                     COMP
 EA2967  Y           -  -5,142,549.444 (meters)                     COMP
 EA2967  Z           -   3,596,918.022 (meters)                     COMP
 EA2967  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EA2967  ELLIP HEIGHT-         -21.202 (meters)          (02/10/07) ADJUSTED
 EA2967  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 EA2967
 EA2967  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA2967  Type    PID    Designation                      North   East  Ellip
 EA2967  -------------------------------------------------------------------
 EA2967  NETWORK EA2967 BURGAW                            0.47   0.43   1.55
 EA2967  -------------------------------------------------------------------
 EA2967  VERT ORDER  -  THIRD ?
 EA2967
 EA2967.The horizontal coordinates were established by GPS observations
 EA2967.and adjusted by the National Geodetic Survey in February 2007.
 EA2967
 EA2967.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA2967.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA2967.The horizontal coordinates are valid at the epoch date displayed above.
 EA2967.The epoch date for horizontal control is a decimal equivalence
 EA2967.of Year/Month/Day.
 EA2967
 EA2967.The orthometric height was determined by differential leveling.
 EA2967.The vertical network tie was performed by a horz. field party for horz.
 EA2967.obs reductions. Reset procedures were used to establish the elevation.
 EA2967
 EA2967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA2967
 EA2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2967
 EA2967.The ellipsoidal height was determined by GPS observations
 EA2967.and is referenced to NAD 83.
 EA2967
 EA2967.The geoid height was determined by GEOID03.
 EA2967
 EA2967;                    North         East     Units Scale Factor Converg.
 EA2967;SPC NC       -    89,359.455   707,936.698   MT  0.99994688   +0 37 06.3
 EA2967;SPC NC       -   293,173.48  2,322,622.32   sFT  0.99994688   +0 37 06.3
 EA2967;UTM  18      - 3,827,121.581   231,270.885   MT  1.00049021   -1 39 42.8
 EA2967;UTM  17      - 3,827,511.478   781,846.966   MT  1.00057926   +1 44 35.1
 EA2967
 EA2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2967!SPC NC       -   1.00000333  x   0.99994688  =   0.99995021
 EA2967!UTM  18      -   1.00000333  x   1.00049021  =   1.00049354
 EA2967!UTM  17      -   1.00000333  x   1.00057926  =   1.00058259
 EA2967
 EA2967:                Primary Azimuth Mark                     Grid Az
 EA2967:SPC NC       -  BURGAW TV STA WECT ANTENNA               160 11 57.0
 EA2967:UTM  18      -  BURGAW TV STA WECT ANTENNA               162 28 46.1
 EA2967:UTM  17      -  BURGAW TV STA WECT ANTENNA               159 04 28.2
 EA2967
 EA2967|---------------------------------------------------------------------|
 EA2967| PID    Reference Object                     Distance      Geod. Az  |
 EA2967|                                                           dddmmss.s |
 EA2967| EA2959 BURGAW TV STA WECT ANTENNA          APPROX. 2.6 KM 1604903.3 |
 EA2967| EA2966 JOHN                                APPROX. 1.3 KM 2534723.2 |
 EA2967|---------------------------------------------------------------------|
 EA2967
 EA2967                          SUPERSEDED SURVEY CONTROL
 EA2967
 EA2967  NAD 83(2001)-  34 33 02.69479(N)    077 55 42.76683(W) AD(       ) B
 EA2967  ELLIP H (01/30/03)  -21.187  (m)                       GP(       ) 4 2
 EA2967  NAD 83(1995)-  34 33 02.69504(N)    077 55 42.76615(W) AD(       ) B
 EA2967  ELLIP H (09/11/96)  -21.198  (m)                       GP(       ) 4 1
 EA2967  NAD 83(1986)-  34 33 02.70087(N)    077 55 42.78323(W) AD(       ) 1
 EA2967  NAD 27      -  34 33 02.10543(N)    077 55 43.81892(W) AD(       ) 2
 EA2967  NGVD 29 (07/19/86)   15.6    (m)           51.     (f) VERT ANG    3  
 EA2967
 EA2967.Superseded values are not recommended for survey control.
 EA2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2967.See file dsdata.txt to determine how the superseded data were derived.
 EA2967
 EA2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3127127122(NAD 83)
 EA2967_MARKER: DH = HORIZONTAL CONTROL DISK
 EA2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2967_STAMPING: BURGAW 1973
 EA2967_MARK LOGO: NCGS  
 EA2967_PROJECTION: FLUSH
 EA2967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2967+STABILITY: SURFACE MOTION
 EA2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2967+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 EA2967
 EA2967  HISTORY     - Date     Condition        Report By
 EA2967  HISTORY     - 1973     MONUMENTED       NCGS
 EA2967  HISTORY     - 19931118 GOOD             NCGS
 EA2967  HISTORY     - 19950126 GOOD             NCGS
 EA2967  HISTORY     - 19960924 GOOD             NCGS
 EA2967  HISTORY     - 20020429 GOOD             NCGS
 EA2967  HISTORY     - 20020429 GOOD             NCGS
 EA2967
 EA2967                          STATION DESCRIPTION
 EA2967
 EA2967'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EA2967'BURGAW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2967'THE VICINITY OF BURGAW, NORTH CAROLINA.
 EA2967'
 EA2967'BURGAW IS LOCATED APPROXIMATELY IN THE CENTER OF BURGAW.  THE
 EA2967'STATION IS LOCATED IN THE SW QUADRANT OF THE INTERSECTION OF NC 53
 EA2967'(WILMINGTON STREET) WITH SEABOARD COASTLINE R/R.
 EA2967'
 EA2967'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BURGAW
 EA2967'1973, SET IN THE TOP OF A PRECAST MONUMENT FLUSH WITH THE SURFACE
 EA2967'OF THE GROUND.
 EA2967'
 EA2967'MARK IS
 EA2967'25.6 FEET S OF C/L OF NC 53 (WILMINGTON STREET).
 EA2967'30.5 FEET WSW OF C/L OF WEST RAIL OF MAIN TRACK.
 EA2967'58.2 FEET E OF C/L OF DUDLEY STREET.
 EA2967'67.8 FEET NNE OF TELEGRAPH POLE W/ALUMINUM REF. TAG.
 EA2967'5.8 FEET WNW OF THE WEST CORNER OF CONCRETE BASE OF R/R WARNING
 EA2967'SIGNAL.
 EA2967
 EA2967                          STATION RECOVERY (1993)
 EA2967
 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EA2967'RECOVERED AS DESCRIBED.
 EA2967
 EA2967                          STATION RECOVERY (1995)
 EA2967
 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EA2967'RECOVERED AS DESCRIBED.
 EA2967
 EA2967                          STATION RECOVERY (1996)
 EA2967
 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EA2967'RECOVERED AS DESCRIBED.
 EA2967
 EA2967                          STATION RECOVERY (2002)
 EA2967
 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 EA2967'RECOVERED AS DESCRIBED.
 EA2967
 EA2967                          STATION RECOVERY (2002)
 EA2967
 EA2967'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 EA2967'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2957 ***********************************************************************
 EA2957  DESIGNATION -  BURGAW CABLE TV ANTENNA
 EA2957  PID         -  EA2957
 EA2957  STATE/COUNTY-  NC/PENDER
 EA2957  USGS QUAD   -  BURGAW (1988)
 EA2957
 EA2957                         *CURRENT SURVEY CONTROL
 EA2957  ___________________________________________________________________
 EA2957* NAD 83(2001)-  34 31 05.23485(N)    077 54 02.44330(W)     ADJUSTED  
 EA2957* NAVD 88     -              **(meters)            **(feet)            
 EA2957  ___________________________________________________________________
 EA2957  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EA2957  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 EA2957  HORZ ORDER  -  THIRD
 EA2957
 EA2957.The horizontal coordinates were established by classical geodetic methods
 EA2957.and adjusted by the National Geodetic Survey in August 2005.
 EA2957
 EA2957
 EA2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2957
 EA2957.The geoid height was determined by GEOID03.
 EA2957
 EA2957;                    North         East     Units Scale Factor Converg.
 EA2957;SPC NC       -    85,768.368   710,534.306   MT  0.99995395   +0 38 04.2
 EA2957;SPC NC       -   281,391.72  2,331,144.64   sFT  0.99995395   +0 38 04.2
 EA2957;UTM  18      - 3,823,428.045   233,724.894   MT  1.00047403   -1 38 40.9
 EA2957
 EA2957                          SUPERSEDED SURVEY CONTROL
 EA2957
 EA2957  NAD 83(1986)-  34 31 05.24173(N)    077 54 02.45918(W) AD(       ) 4
 EA2957  NAD 27      -  34 31 04.64523(N)    077 54 03.49867(W) AD(       ) 3
 EA2957
 EA2957.Superseded values are not recommended for survey control.
 EA2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2957.See file dsdata.txt to determine how the superseded data were derived.
 EA2957
 EA2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3372523428(NAD 83)
 EA2957_MARKER: 41 = ANTENNA MAST
 EA2957
 EA2957  HISTORY     - Date     Condition        Report By
 EA2957  HISTORY     - 1968     FIRST OBSERVED   NCGS
 EA2957
 EA2957                          STATION DESCRIPTION
 EA2957
 EA2957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2957'CABLE TV ANTENNA IS AN INTERSECTION STATION LOCATED
 EA2957'APPROXIMATELY 2.7 MILES SOUTHEAST OF THE CENTER OF BURGAW,
 EA2957'NORTH CAROLINA.
 EA2957'
 EA2957'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 117
 EA2957'BUSINESS AND BYPASS ON SOUTHEAST SIDE OF BURGAW, GO SOUTH ON
 EA2957'U.S. 117 FOR 1.6 MILES TO INTERSECTION OF SR 1414, TURN LEFT (E)
 EA2957'FOR 0.2 MILE ON SR 1414 TO FARM ROAD ON RIGHT (S), TURN ON
 EA2957'FARM ROAD FOR 0.1 MILE TO ANTENNA.  THE POINT OBSERVED WAS
 EA2957'CENTER OF AIRCRAFT WARNING LIGHT ON TOP OF ANTENNA.
 EA2957'
 EA2957'POSITION ON THIS STATION DETERMINED BY INTERSECTION METHOD
 EA2957'FROM NCGS STATIONS RADIO, PEPSI AND PURE.
 EA2957'
 EA2957'STRUCTURE IS A STEEL TRIANGULAR LATTICED TYPE AND MOUNTED ON
 EA2957'SLIGHTLY RAISED CEMENT BASE, APPROXIMATELY 2-1/2 FEET BY 3
 EA2957'FEET, ABOUT 225 FEET HIGH, RED AND WHITE IN COLOR WITH
 EA2957'ANTENNA AND HAS AN AIRCRAFT WARNING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2958 ***********************************************************************
 EA2958  DESIGNATION -  BURGAW RAD WPGF AM FM ANTENNA
 EA2958  PID         -  EA2958
 EA2958  STATE/COUNTY-  NC/PENDER
 EA2958  USGS QUAD   -  BURGAW (1988)
 EA2958
 EA2958                         *CURRENT SURVEY CONTROL
 EA2958  ___________________________________________________________________
 EA2958* NAD 83(2001)-  34 32 02.61241(N)    077 54 26.54782(W)     ADJUSTED  
 EA2958* NAVD 88     -              **(meters)            **(feet)            
 EA2958  ___________________________________________________________________
 EA2958  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EA2958  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 EA2958  HORZ ORDER  -  THIRD
 EA2958
 EA2958.The horizontal coordinates were established by classical geodetic methods
 EA2958.and adjusted by the National Geodetic Survey in August 2005.
 EA2958
 EA2958
 EA2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2958
 EA2958.The geoid height was determined by GEOID03.
 EA2958
 EA2958;                    North         East     Units Scale Factor Converg.
 EA2958;SPC NC       -    87,529.445   709,900.113   MT  0.99995046   +0 37 50.3
 EA2958;SPC NC       -   287,169.52  2,329,063.95   sFT  0.99995046   +0 37 50.3
 EA2958;UTM  18      - 3,825,213.888   233,160.953   MT  1.00047773   -1 38 56.9
 EA2958
 EA2958                          SUPERSEDED SURVEY CONTROL
 EA2958
 EA2958  NAD 83(1986)-  34 32 02.61889(N)    077 54 26.56398(W) AD(       ) 4
 EA2958  NAD 27      -  34 32 02.02256(N)    077 54 27.60267(W) AD(       ) 3
 EA2958
 EA2958.Superseded values are not recommended for survey control.
 EA2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2958.See file dsdata.txt to determine how the superseded data were derived.
 EA2958
 EA2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3316125214(NAD 83)
 EA2958_MARKER: 41 = ANTENNA MAST
 EA2958
 EA2958  HISTORY     - Date     Condition        Report By
 EA2958  HISTORY     - 1968     FIRST OBSERVED   NCGS
 EA2958
 EA2958                          STATION DESCRIPTION
 EA2958
 EA2958'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2958'WPGF AM AND FM ANTENNA IS AN INTERSECTION STATION LOCATED
 EA2958'APPROXIMATELY 1.7 MILES SOUTHEAST OF BURGAW, NORTH CAROLINA.
 EA2958'
 EA2958'TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 117
 EA2958'BUSINESS AND BYPASS SOUTHEAST SIDE OF BURGAW, GO SOUTH ON
 EA2958'U.S. 117 FOR 0.55 MILE TO WPGF AM AND FM RADIO STATION ON THE
 EA2958'WEST SIDE OF U.S. 117.  THE ANTENNA IS LOCATED AT NORTH SIDE
 EA2958'OF RADIO STATION.  THE POINT OBSERVED IS THE CENTER OF
 EA2958'AIRCRAFT WARNING LIGHT ON TOP OF ANTENNA.
 EA2958'
 EA2958'POSITION ON THIS STATION DETERMINED BY INTERSECTION METHOD FROM
 EA2958'STATIONS MILTON, RADIO AND PEPSI.
 EA2958'
 EA2958'STRUCTURE IS A FOUR SIDED STEEL LATTICE TYPE, SET ON A SINGLE
 EA2958'BASE ATOP A THREE FOOT CEMENT PEDESTAL, ABOUT 120 FEET HIGH,
 EA2958'PAINTED RED AND WHITE COLORS ALTERNATING ABOUT EVERY 25 FEET
 EA2958'WITH AN AIRCRAFT WARNING LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2959 ***********************************************************************
 EA2959  DESIGNATION -  BURGAW TV STA WECT ANTENNA
 EA2959  PID         -  EA2959
 EA2959  STATE/COUNTY-  NC/PENDER
 EA2959  USGS QUAD   -  BURGAW (1988)
 EA2959
 EA2959                         *CURRENT SURVEY CONTROL
 EA2959  ___________________________________________________________________
 EA2959* NAD 83(2001)-  34 31 44.37358(N)    077 55 09.84463(W)     ADJUSTED  
 EA2959* NAVD 88     -              **(meters)            **(feet)            
 EA2959  ___________________________________________________________________
 EA2959  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EA2959  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 EA2959  HORZ ORDER  -  THIRD
 EA2959
 EA2959.The horizontal coordinates were established by classical geodetic methods
 EA2959.and adjusted by the National Geodetic Survey in August 2005.
 EA2959
 EA2959
 EA2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2959
 EA2959.The geoid height was determined by GEOID03.
 EA2959
 EA2959;                    North         East     Units Scale Factor Converg.
 EA2959;SPC NC       -    86,955.402   708,802.251   MT  0.99995156   +0 37 25.3
 EA2959;SPC NC       -   285,286.18  2,325,462.05   sFT  0.99995156   +0 37 25.3
 EA2959;UTM  18      - 3,824,683.687   232,040.532   MT  1.00048512   -1 39 20.8
 EA2959;UTM  17      - 3,825,123.358   782,760.095   MT  1.00058562   +1 44 50.3
 EA2959
 EA2959                          SUPERSEDED SURVEY CONTROL
 EA2959
 EA2959  NAD 83(1986)-  34 31 44.37986(N)    077 55 09.86073(W) AD(       ) 4
 EA2959  NAD 27      -  34 31 43.78351(N)    077 55 10.89767(W) AD(       ) 3
 EA2959
 EA2959.Superseded values are not recommended for survey control.
 EA2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2959.See file dsdata.txt to determine how the superseded data were derived.
 EA2959
 EA2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3204124684(NAD 83)
 EA2959_MARKER: 41 = ANTENNA MAST
 EA2959
 EA2959  HISTORY     - Date     Condition        Report By
 EA2959  HISTORY     - 1968     FIRST OBSERVED   NCGS
 EA2959
 EA2959                          STATION DESCRIPTION
 EA2959
 EA2959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2959'WECT CHANNEL 6 TV ANTENNA IS AN INTERSECTION STATION LOCATED
 EA2959'APPROXIMATELY 1.3 MILES SSE OF THE CENTER OF BURGAW,
 EA2959'NORTH CAROLINA.
 EA2959'
 EA2959'TO REACH STATION PROCEED FROM THE RAILROAD STATION IN BURGAW,
 EA2959'GO SOUTH ON SR 1412 FOR 1.2 MILES TO DIRT ROAD ON LEFT (E) SIDE
 EA2959'OF SR 1412, THE ANTENNA IS LOCATED ABOUT 75 YARDS FROM SR 1412
 EA2959'ALONG DIRT ROAD.  POINT OBSERVED IS THE CENTER OF AIRCRAFT
 EA2959'WARNING LIGHT ON TOP OF ANTENNA.
 EA2959'
 EA2959'POSITION WAS DETERMINED BY INTERSECTION METHOD FROM NCGS
 EA2959'STATIONS MILTON, RADIO AND PURE.
 EA2959'
 EA2959'STRUCTURE IS A STEEL TRIANGULAR LATTICE TYPE ON CEMENT BASE
 EA2959'ABOUT 1-1/2 FEET SQUARE RAISED ABOUT 0.5 FEET, ABOUT 140 FEET IN
 EA2959'HEIGHT, PAINTED RED AND WHITE WITH ANTENNA DISKS AND AIRCRAFT
 EA2959'WARNING LIGHT ON TOP.  IT IS SET NEXT TO A SMALL WHITE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9998 ***********************************************************************
 AE9998  DESIGNATION -  BURGER
 AE9998  PID         -  AE9998
 AE9998  STATE/COUNTY-  NC/IREDELL
 AE9998  USGS QUAD   -  BROOKS CROSSROADS (1970)
 AE9998
 AE9998                         *CURRENT SURVEY CONTROL
 AE9998  ___________________________________________________________________
 AE9998* NAD 83(2001)-  36 00 26.75631(N)    080 49 59.55735(W)     ADJUSTED  
 AE9998* NAVD 88     -       321.5    (meters)    1055.     (feet)  VERTCON   
 AE9998  ___________________________________________________________________
 AE9998  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AE9998  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AE9998  HORZ ORDER  -  SECOND
 AE9998
 AE9998.The horizontal coordinates were established by classical geodetic methods
 AE9998.and adjusted by the National Geodetic Survey in August 2005.
 AE9998
 AE9998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9998
 AE9998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9998
 AE9998.The geoid height was determined by GEOID03.
 AE9998
 AE9998;                    North         East     Units Scale Factor Converg.
 AE9998;SPC NC       -   251,951.299   444,343.818   MT  0.99995945   -1 03 29.1
 AE9998;SPC NC       -   826,610.22  1,457,818.01   sFT  0.99995945   -1 03 29.1
 AE9998;UTM  17      - 3,984,785.667   515,030.948   MT  0.99960278   +0 05 53.0
 AE9998
 AE9998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9998!SPC NC       -   0.99995472  x   0.99995945  =   0.99991417
 AE9998!UTM  17      -   0.99995472  x   0.99960278  =   0.99955751
 AE9998
 AE9998                          SUPERSEDED SURVEY CONTROL
 AE9998
 AE9998  NAD 83(1986)-  36 00 26.76446(N)    080 49 59.56440(W) AD(       ) 2
 AE9998  NGVD 29 (05/28/98)  321.7    (m)         1055.     (f) VERT ANG    3  
 AE9998
 AE9998.Superseded values are not recommended for survey control.
 AE9998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9998.See file dsdata.txt to determine how the superseded data were derived.
 AE9998
 AE9998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1503184786(NAD 83)
 AE9998_MARKER: DE = TRAVERSE STATION DISK
 AE9998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9998_STAMPING: BURGER 1984
 AE9998_MARK LOGO: NCGS  
 AE9998_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9998+STABILITY: SURFACE MOTION
 AE9998
 AE9998  HISTORY     - Date     Condition        Report By
 AE9998  HISTORY     - 1984     MONUMENTED       NCGS
 AE9998
 AE9998                          STATION DESCRIPTION
 AE9998
 AE9998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AE9998'STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) EAST-SOUTHEAST OF UNION
 AE9998'GROVE, 7.9 M (25.9 FT) NORTHWEST OF HARMONY.$AT THE NC 901 OVERPASS OF
 AE9998'I-77, IN THE NORTHEAST QUADRANT.$MARK IS RECESSED 2 INCHES BELOW
 AE9998'GROUND AND 3 FEET LOWER THAN NC 901. LOCATED 11.5 M (37.7 FT)
 AE9998'EAST-NORTHEAST OF CENTERLINE OF NC 901, 28.6 M (93.8 FT) (SLOPE)
 AE9998'SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE OF I-77, 6.3 M (20.7 FT)
 AE9998'EAST-SOUTHEAST OF NORTHEAST CORNER OF BRIDGE, 3.6 M (11.8 FT)
 AE9998'EAST-SOUTHEAST OF EAST END OF WINGWALL, 2.9 M (9.5 FT) EAST-NORTHEAST
 AE9998'OF GUARDRAIL, 48.3 M (158.5 FT) NORTHWEST OF EAST END OF GUARDRAIL,
 AE9998'AND 64.9 M (212.9 FT) SOUTHWEST OF CENTER OF METAL DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8212 ***********************************************************************
 AI8212  DESIGNATION -  BURGER
 AI8212  PID         -  AI8212
 AI8212  STATE/COUNTY-  NC/HALIFAX
 AI8212  USGS QUAD   -  ROANOKE RAPIDS (1974)
 AI8212
 AI8212                         *CURRENT SURVEY CONTROL
 AI8212  ___________________________________________________________________
 AI8212* NAD 83(2001)-  36 26 04.29675(N)    077 38 18.66509(W)     ADJUSTED  
 AI8212* NAVD 88     -        45.5    (meters)     149.     (feet)  VERTCON   
 AI8212  ___________________________________________________________________
 AI8212  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AI8212  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AI8212  HORZ ORDER  -  SECOND
 AI8212
 AI8212.The horizontal coordinates were established by classical geodetic methods
 AI8212.and adjusted by the National Geodetic Survey in August 2005.
 AI8212
 AI8212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8212
 AI8212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8212
 AI8212.The geoid height was determined by GEOID03.
 AI8212
 AI8212;                    North         East     Units Scale Factor Converg.
 AI8212;SPC NC       -   298,655.163   731,687.141   MT  1.00008578   +0 47 08.9
 AI8212;SPC NC       -   979,837.81  2,400,543.56   sFT  1.00008578   +0 47 08.9
 AI8212;UTM  18      - 4,035,381.250   263,483.195   MT  1.00028927   -1 34 03.9
 AI8212
 AI8212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8212!SPC NC       -   0.99999820  x   1.00008578  =   1.00008398
 AI8212!UTM  18      -   0.99999820  x   1.00028927  =   1.00028747
 AI8212
 AI8212                          SUPERSEDED SURVEY CONTROL
 AI8212
 AI8212  NAD 83(1986)-  36 26 04.30443(N)    077 38 18.67559(W) AD(       ) 2
 AI8212  NGVD 29 (08/31/00)   45.8    (m)          150.     (f) VERT ANG    3  
 AI8212
 AI8212.Superseded values are not recommended for survey control.
 AI8212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8212.See file dsdata.txt to determine how the superseded data were derived.
 AI8212
 AI8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6348335381(NAD 83)
 AI8212_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8212_STAMPING: BURGER 1984
 AI8212_MARK LOGO: NCGS  
 AI8212_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8212+STABILITY: SURFACE MOTION
 AI8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8212+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AI8212
 AI8212  HISTORY     - Date     Condition        Report By
 AI8212  HISTORY     - 1984     MONUMENTED       NCGS
 AI8212
 AI8212                          STATION DESCRIPTION
 AI8212
 AI8212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8212'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF ROANOKE RAPIDS,
 AI8212'AND ABOUT 4.8 KM (2.5 MI) WEST OF WELDON. ALONG US 158 FOR 1.0 KM
 AI8212'(0.60 MI) WEST-NORTHWEST FROM THE I 95 OVERPASS, SOUTHEAST OF ROANOKE
 AI8212'RAPIDS, OR 0.7 KM (0.45 MI) EAST OF NC 125 INTERSECTION, ON SOUTHWEST
 AI8212'SIDE OF THE BURGER KING DRIVE-IN RESTUARANT DRIVE THROUGH EXIT.
 AI8212'STATION IS A STANDARD NCGS HORIZONTAL DISK SET IN TOP OF A CONCRETE
 AI8212'MONUMENT. MARK IS ABOUT LEVEL WITH US 158 AND IS RECESSED 6 INCHES
 AI8212'BELOW GROUND SURFACE.  LOCATED 2.45 M (8.0 FEET) NORTH-NORTHEAST OF
 AI8212'THE EDGE OF THE HIGHWAY PAVEMENT, 9.4 M (30.8 FEET) SOUTHEAST OF EAST
 AI8212'END OF FIELD ROAD CULVERT, 2.43 M (8.0 FEET) WEST OF WEST END OF NORTH
 AI8212'BURGER KING DRIVEWAY CURB, 15.5 M (62.8 FEET) WEST-SOUTHWEST OF
 AI8212'SOUTHWEST CORNER OF RESTUARANT, AND 2.75 M (9.0 FEET) SOUTH-SOUTHEAST
 AI8212'OF SERVICE POLE QM 34 WITH A DUSK TO DAWN LIGHT AND WITH A REFERENCE
 AI8212'TAG. STATION IS LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2057 ***********************************************************************
 FA2057  DESIGNATION -  BURGESS
 FA2057  PID         -  FA2057
 FA2057  STATE/COUNTY-  NC/STANLY
 FA2057  USGS QUAD   -  OAKBORO (1971)
 FA2057
 FA2057                         *CURRENT SURVEY CONTROL
 FA2057  ___________________________________________________________________
 FA2057* NAD 83(2001)-  35 12 40.86488(N)    080 16 38.81241(W)     ADJUSTED  
 FA2057* NAVD 88     -       163.10   (+/-2cm)     535.1    (feet)  VERTCON   
 FA2057  ___________________________________________________________________
 FA2057  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FA2057  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 FA2057  HORZ ORDER  -  SECOND
 FA2057  VERT ORDER  -  THIRD ? (See Below)
 FA2057
 FA2057.The horizontal coordinates were established by classical geodetic methods
 FA2057.and adjusted by the National Geodetic Survey in August 2005.
 FA2057
 FA2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2057.The vertical order pertains to the NGVD 29 superseded value.
 FA2057
 FA2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2057
 FA2057.The geoid height was determined by GEOID03.
 FA2057
 FA2057;                    North         East     Units Scale Factor Converg.
 FA2057;SPC NC       -   162,855.878   493,303.987   MT  0.99987284   -0 44 14.3
 FA2057;SPC NC       -   534,302.99  1,618,448.16   sFT  0.99987284   -0 44 14.3
 FA2057;UTM  17      - 3,896,720.643   565,764.680   MT  0.99965330   +0 24 59.9
 FA2057
 FA2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2057!SPC NC       -   0.99997916  x   0.99987284  =   0.99985201
 FA2057!UTM  17      -   0.99997916  x   0.99965330  =   0.99963247
 FA2057
 FA2057:                Primary Azimuth Mark                     Grid Az
 FA2057:SPC NC       -  OAKBORO DUKE POWER TANK                  280 44 09.7
 FA2057:UTM  17      -  OAKBORO DUKE POWER TANK                  279 34 55.5
 FA2057
 FA2057|---------------------------------------------------------------------|
 FA2057| PID    Reference Object                     Distance      Geod. Az  |
 FA2057|                                                           dddmmss.s |
 FA2057| FA2076 OAKBORO DUKE POWER TANK             APPROX. 5.6 KM 2795955.4 |
 FA2057| FA2070 OAKBORO STANLY KNIT MILL TANK       APPROX. 3.9 KM 2822005.8 |
 FA2057| FA2159 LAMBERT ATT MICROWAVE               APPROX.13.9 KM 3203225.6 |
 FA2057|---------------------------------------------------------------------|
 FA2057
 FA2057                          SUPERSEDED SURVEY CONTROL
 FA2057
 FA2057  NAD 83(1986)-  35 12 40.87652(N)    080 16 38.82112(W) AD(       ) 2
 FA2057  NAD 27      -  35 12 40.35250(N)    080 16 39.59559(W) AD(       ) 2
 FA2057  NGVD 29 (07/19/86)  163.37   (m)          536.0    (f) LEVELING    3  
 FA2057
 FA2057.Superseded values are not recommended for survey control.
 FA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2057.See file dsdata.txt to determine how the superseded data were derived.
 FA2057
 FA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU6576596721(NAD 83)
 FA2057_MARKER: DE = TRAVERSE STATION DISK
 FA2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2057_STAMPING: BURGESS 1974
 FA2057_MARK LOGO: NCGS  
 FA2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2057+STABILITY: SURFACE MOTION
 FA2057
 FA2057  HISTORY     - Date     Condition        Report By
 FA2057  HISTORY     - 1974     MONUMENTED       NCGS
 FA2057
 FA2057                          STATION DESCRIPTION
 FA2057
 FA2057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2057'BURGESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2057'IN THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2057'
 FA2057'BURGESS IS LOCATED APPROXIMATELY 2.8 MILES EAST OF OAKBORO, AND
 FA2057'3.1 MILES WSW OF AQUADALE.  TO REACH STATION FROM Y INTERSECTION
 FA2057'OF NC 138 (AQUADALE ROAD) WITH NC 742 (MAIN STREET) AT EAST EDGE
 FA2057'OF DOWNTOWN OAKBORO, PROCEED EAST ALONG NC 138 FOR 2.8 MILES TO A
 FA2057'DRIVEWAY SOUTH LEADING UP HILL TO BURGESS FARM.  THENCE 0.2 MILE
 FA2057'SOUTH ALONG DRIVEWAY TO STATION ON THE RIGHT, AT THE NORTH
 FA2057'CORNER OF A YARD WITH A ONE STORY BRICK HOUSE (BURGESS
 FA2057'RESIDENCE).
 FA2057'
 FA2057'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2057'BURGESS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2057'WHICH IS FLUSH WITH THE GROUND.
 FA2057'
 FA2057'MARK IS 20.0 FT SW OF C/L OF DRIVEWAY LEADING SE
 FA2057'
 FA2057'23.0 FT SE OF C/L OF DRIVEWAY LEADING SW
 FA2057'
 FA2057'75.0 FT NNW OF NORTH CORNER OF BRICK HOUSE
 FA2057'
 FA2057'148.6 FT NW OF CENTER OF 6 IN DRILLED WELL PIPE PROJECTING 12 IN
 FA2057'AT EAST CORNER OF YARD
 FA2057'
 FA2057'5.0 FT S OF TP WITH ALUMINUM REF. TAG
 FA2057'
 FA2057'39.0 FT NE OF BASE OF NORTHERNMOST PECAN TREE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2798 ***********************************************************************
 FB2798  DESIGNATION -  BURGESS
 FB2798  PID         -  FB2798
 FB2798  STATE/COUNTY-  NC/RUTHERFORD
 FB2798  USGS QUAD   -  LAKE LURE (1987)
 FB2798
 FB2798                         *CURRENT SURVEY CONTROL
 FB2798  ___________________________________________________________________
 FB2798* NAD 83(2001)-  35 24 11.39583(N)    082 11 48.37666(W)     ADJUSTED  
 FB2798* NAVD 88     -       360.5    (meters)    1183.     (feet)  VERTCON   
 FB2798  ___________________________________________________________________
 FB2798  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 FB2798  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 FB2798  HORZ ORDER  -  SECOND
 FB2798
 FB2798.The horizontal coordinates were established by classical geodetic methods
 FB2798.and adjusted by the National Geodetic Survey in August 2005.
 FB2798
 FB2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2798
 FB2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2798
 FB2798.The geoid height was determined by GEOID03.
 FB2798
 FB2798;                    North         East     Units Scale Factor Converg.
 FB2798;SPC NC       -   188,060.625   319,298.594   MT  0.99987607   -1 50 42.3
 FB2798;SPC NC       -   616,995.57  1,047,565.47   sFT  0.99987607   -1 50 42.3
 FB2798;UTM  17      - 3,918,411.636   391,328.372   MT  0.99974553   -0 41 36.2
 FB2798
 FB2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2798!SPC NC       -   0.99994835  x   0.99987607  =   0.99982443
 FB2798!UTM  17      -   0.99994835  x   0.99974553  =   0.99969389
 FB2798
 FB2798:                Primary Azimuth Mark                     Grid Az
 FB2798:SPC NC       -  CANE CREEK                               011 27 47.6
 FB2798:UTM  17      -  CANE CREEK                               010 18 41.5
 FB2798
 FB2798|---------------------------------------------------------------------|
 FB2798| PID    Reference Object                     Distance      Geod. Az  |
 FB2798|                                                           dddmmss.s |
 FB2798| FB2796 CANE CREEK                          APPROX. 0.7 KM 0093705.3 |
 FB2798| FB2797 CABIN                               227.455 METERS 16519     |
 FB2798|---------------------------------------------------------------------|
 FB2798
 FB2798                          SUPERSEDED SURVEY CONTROL
 FB2798
 FB2798  NAD 83(1986)-  35 24 11.40282(N)    082 11 48.37802(W) AD(       ) 2
 FB2798  NAD 27      -  35 24 10.98883(N)    082 11 48.97457(W) AD(       ) 2
 FB2798  NGVD 29 (07/19/86)  360.6    (m)         1183.     (f) VERT ANG    3  
 FB2798
 FB2798.Superseded values are not recommended for survey control.
 FB2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2798.See file dsdata.txt to determine how the superseded data were derived.
 FB2798
 FB2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9132818412(NAD 83)
 FB2798_MARKER: DE = TRAVERSE STATION DISK
 FB2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2798_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2798+STABILITY: SURFACE MOTION
 FB2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB2798+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 FB2798
 FB2798  HISTORY     - Date     Condition        Report By
 FB2798  HISTORY     - 1975     MONUMENTED       NCGS
 FB2798  HISTORY     - 19961127 GOOD             USPSQD
 FB2798  HISTORY     - 20050629 GOOD             NCDOT
 FB2798  HISTORY     - 20050917 GOOD             USPSQD
 FB2798
 FB2798                          STATION DESCRIPTION
 FB2798
 FB2798'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2798'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTHEAST OF LAKE LURE
 FB2798'POST OFFICE AND 7.6 MILES NORTH OF MILL SPRING (POLK COUNTY).
 FB2798'
 FB2798'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND US 64 AND US 74
 FB2798'AT LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 0.85 MILE TO STATION ON THE
 FB2798'RIGHT, APPROXIMATELY 350 FEET NORTH OF POLK - RUTHERFORD COUNTY LINE,
 FB2798'ON NORTH SIDE OF DRIVEWAY ENTRANCE TO BURGESS RESIDENCE, AND 0.4 MILE
 FB2798'NORTH OF T INTERSECTION WITH SR 1164 (WEST).
 FB2798'
 FB2798'STATION MARK IS A STANDARD DISK, STAMPED---BURGESS 1975---, SET IN THE
 FB2798'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2798'SURFACE.  MARK IS 21.9 FEET WEST OF THE CENTERLINE OF NC 9, 32.5 FEET
 FB2798'SOUTH OF POWER POLE WITH REFERENCE TAG, 16.0 FEET SOUTHEAST OF 8 INCH
 FB2798'WILD CHERRY WITH REFERENCE TAG AND 12.9 FEET EAST OF 6 INCH PINE WITH
 FB2798'REFERENCE TAG.
 FB2798
 FB2798                          STATION RECOVERY (1996)
 FB2798
 FB2798'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB2798'RECOVERED IN GOOD CONDITION.
 FB2798
 FB2798                          STATION RECOVERY (2005)
 FB2798
 FB2798'RECOVERY NOTE BY 
NC DOT 2005 (JIJ)
 FB2798'RECOVERED IN GOOD CONDITION.
 FB2798
 FB2798                          STATION RECOVERY (2005)
 FB2798
 FB2798'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB2798'ADDITIONAL INFORMATION
 FB2798' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3875 ***********************************************************************
 EZ3875  DESIGNATION -  BURGESS
 EZ3875  PID         -  EZ3875
 EZ3875  STATE/COUNTY-  NC/RANDOLPH
 EZ3875  USGS QUAD   -  RAMSEUR (1980)
 EZ3875
 EZ3875                         *CURRENT SURVEY CONTROL
 EZ3875  ___________________________________________________________________
 EZ3875* NAD 83(2001)-  35 42 17.96474(N)    079 37 47.69744(W)     ADJUSTED  
 EZ3875* NAVD 88     -       167.0    (meters)     548.     (feet)  VERTCON   
 EZ3875  ___________________________________________________________________
 EZ3875  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 EZ3875  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 EZ3875  HORZ ORDER  -  SECOND
 EZ3875
 EZ3875.The horizontal coordinates were established by classical geodetic methods
 EZ3875.and adjusted by the National Geodetic Survey in August 2005.
 EZ3875
 EZ3875.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3875
 EZ3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3875
 EZ3875.The geoid height was determined by GEOID03.
 EZ3875
 EZ3875;                    North         East     Units Scale Factor Converg.
 EZ3875;SPC NC       -   217,050.714   552,600.764   MT  0.99990380   -0 21 48.8
 EZ3875;SPC NC       -   712,107.22  1,812,991.01   sFT  0.99990380   -0 21 48.8
 EZ3875;UTM  17      - 3,952,093.317   623,944.479   MT  0.99978930   +0 47 58.9
 EZ3875
 EZ3875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3875!SPC NC       -   0.99997856  x   0.99990380  =   0.99988236
 EZ3875!UTM  17      -   0.99997856  x   0.99978930  =   0.99976786
 EZ3875
 EZ3875:                Primary Azimuth Mark                     Grid Az
 EZ3875:SPC NC       -  BOBBY                                    005 43 19.3
 EZ3875:UTM  17      -  BOBBY                                    004 33 31.6
 EZ3875
 EZ3875|---------------------------------------------------------------------|
 EZ3875| PID    Reference Object                     Distance      Geod. Az  |
 EZ3875|                                                           dddmmss.s |
 EZ3875| EZ3872 BOBBY                               APPROX. 0.9 KM 0052130.5 |
 EZ3875|---------------------------------------------------------------------|
 EZ3875
 EZ3875                          SUPERSEDED SURVEY CONTROL
 EZ3875
 EZ3875  NAD 83(1986)-  35 42 17.96954(N)    079 37 47.70562(W) AD(       ) 2
 EZ3875  NAD 27      -  35 42 17.47989(N)    079 37 48.61367(W) AD(       ) 2
 EZ3875  NGVD 29 (07/19/86)  167.2    (m)          549.     (f) VERT ANG    3  
 EZ3875
 EZ3875.Superseded values are not recommended for survey control.
 EZ3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3875.See file dsdata.txt to determine how the superseded data were derived.
 EZ3875
 EZ3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2394452093(NAD 83)
 EZ3875_MARKER: DE = TRAVERSE STATION DISK
 EZ3875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3875_STAMPING: BURGESS 1975
 EZ3875_MARK LOGO: NCGS  
 EZ3875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3875+STABILITY: SURFACE MOTION
 EZ3875
 EZ3875  HISTORY     - Date     Condition        Report By
 EZ3875  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3875
 EZ3875                          STATION DESCRIPTION
 EZ3875
 EZ3875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3875'BURGESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3875'THE VICINITY OF RAMSEUR, NORTH CAROLINA.
 EZ3875'
 EZ3875'BURGESS IS LOCATED APPROXIMATELY 3.4 MILES SE OF RAMSEUR, AND
 EZ3875'4.5 MILES NORTH OF COLERIDGE.  TO REACH STATION FROM INTERSECTION
 EZ3875'OF U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SE ALONG NC 22
 EZ3875'FOR 2.9 MILES TO STATION ON LEFT IN SW EDGE OF H. C. BURGESS
 EZ3875'YARD, APPROXIMATELY 200 FEET SW OF RESIDENCE, AND 0.7 MILE SOUTH
 EZ3875'OF INTERSECTION WITH SR 2642 WITH NC 22.
 EZ3875'
 EZ3875'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3875'BURGESS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3875'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ3875'
 EZ3875'MARK IS 27.7 FT E OF C/L OF NC 22
 EZ3875'
 EZ3875'95.5 FT S OF C/L OF DRIVEWAY TO RESIDENCE
 EZ3875'
 EZ3875'7.9 FT NE OF CORNER FENCE POST WITH ALUMINUM REF. TAG
 EZ3875'
 EZ3875'22.6 FT NW OF 38 IN OAK WITH ALUMINUM REF. TAG
 EZ3875'
 EZ3875'20.6 FT W OF 40 IN OAK WITH ALUMINUM REF. TAG
 EZ3875'
 EZ3875'26.6 FT SSW OF PP 1019-1 WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2900 ***********************************************************************
 EY2900  DESIGNATION -  BURGESS
 EY2900  PID         -  EY2900
 EY2900  STATE/COUNTY-  NC/EDGECOMBE
 EY2900  USGS QUAD   -  TARBORO (1981)
 EY2900
 EY2900                         *CURRENT SURVEY CONTROL
 EY2900  ___________________________________________________________________
 EY2900* NAD 83(2001)-  35 57 36.38527(N)    077 34 04.66008(W)     ADJUSTED  
 EY2900* NAVD 88     -        18.     (meters)      59.     (feet)  VERTCON   
 EY2900  ___________________________________________________________________
 EY2900  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 EY2900  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 EY2900  HORZ ORDER  -  SECOND
 EY2900
 EY2900.The horizontal coordinates were established by classical geodetic methods
 EY2900.and adjusted by the National Geodetic Survey in August 2005.
 EY2900
 EY2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2900
 EY2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2900
 EY2900.The geoid height was determined by GEOID03.
 EY2900
 EY2900;                    North         East     Units Scale Factor Converg.
 EY2900;SPC NC       -   246,106.161   738,773.041   MT  0.99994889   +0 49 35.5
 EY2900;SPC NC       -   807,433.30  2,423,791.22   sFT  0.99994889   +0 49 35.5
 EY2900;UTM  18      - 3,982,572.476   268,414.990   MT  1.00026090   -1 30 31.1
 EY2900
 EY2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2900!SPC NC       -   1.00000276  x   0.99994889  =   0.99995165
 EY2900!UTM  18      -   1.00000276  x   1.00026090  =   1.00026366
 EY2900
 EY2900:                Primary Azimuth Mark                     Grid Az
 EY2900:SPC NC       -  PEPPER                                   325 18 18.5
 EY2900:UTM  18      -  PEPPER                                   327 38 25.1
 EY2900
 EY2900|---------------------------------------------------------------------|
 EY2900| PID    Reference Object                     Distance      Geod. Az  |
 EY2900|                                                           dddmmss.s |
 EY2900| EY2916 PEPPER                              APPROX. 0.8 KM 3260754.0 |
 EY2900|---------------------------------------------------------------------|
 EY2900
 EY2900                          SUPERSEDED SURVEY CONTROL
 EY2900
 EY2900  NAD 83(1986)-  35 57 36.39284(N)    077 34 04.67012(W) AD(       ) 2
 EY2900  NAD 27      -  35 57 35.82933(N)    077 34 05.77000(W) AD(       ) 2
 EY2900  NGVD 29 (07/19/86)   18.     (m)           59.     (f) VERT ANG    3  
 EY2900
 EY2900.Superseded values are not recommended for survey control.
 EY2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2900.See file dsdata.txt to determine how the superseded data were derived.
 EY2900
 EY2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6841582572(NAD 83)
 EY2900_MARKER: DE = TRAVERSE STATION DISK
 EY2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2900_STAMPING: BURGESS 1965
 EY2900_MARK LOGO: NCGS  
 EY2900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2900+STABILITY: SURFACE MOTION
 EY2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2900+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 EY2900
 EY2900  HISTORY     - Date     Condition        Report By
 EY2900  HISTORY     - 1965     MONUMENTED       NCGS
 EY2900  HISTORY     - 1988     GOOD             USPSQD
 EY2900  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 EY2900  HISTORY     - 20050712 GOOD             NCGS
 EY2900
 EY2900                          STATION DESCRIPTION
 EY2900
 EY2900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EY2900'BURGESS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2900'IN THE VICINITY OF TARBORO, NORTH CAROLINA.
 EY2900'
 EY2900'BURGESS IS 4.1 MILES NW OF TARBORO.  LOCATED 2.3 MILES SSE
 EY2900'ALONG NC 44 FROM NC 97 IN LEGGETT.  2.5 MILES NW OF BRIDGE OVER
 EY2900'TAR RIVER.  0.9 MILES NW OF N END OF LOOP ROAD (SR 1515).  ON
 EY2900'E SIDE OF NC 44.  IN CURVE OF NC 44. AND N OF DRIVEWAY.
 EY2900'
 EY2900'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EY2900'BURGESS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2900'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2900'
 EY2900'MARK IS
 EY2900'
 EY2900'27.3 FT E OF C/L OF NC 44
 EY2900'
 EY2900'14.5 FT NW OF PP TL 152 WITH ALUMINUM REF. TAG
 EY2900'
 EY2900'42.7 FT SW OF 30 INCH PINE WITH ALUMINUM REF. TAG
 EY2900'
 EY2900'24.8 FT N OF C/L OF DRIVEWAY
 EY2900'
 EY2900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2900
 EY2900                          STATION RECOVERY (1988)
 EY2900
 EY2900'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2900'RECOVERED IN GOOD CONDITION.
 EY2900
 EY2900                          STATION RECOVERY (1999)
 EY2900
 EY2900'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY2900'MARK NOT FOUND.
 EY2900
 EY2900                          STATION RECOVERY (2005)
 EY2900
 EY2900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EY2900'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS. NC 44 IS
 EY2900'NOW NC 33.  MARK IS RECESSED 4 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3778 ***********************************************************************
 FX3778  DESIGNATION -  BURGESS
 FX3778  PID         -  FX3778
 FX3778  STATE/COUNTY-  NC/PERQUIMANS
 FX3778  USGS QUAD   -  HERTFORD (1982)
 FX3778
 FX3778                         *CURRENT SURVEY CONTROL
 FX3778  ___________________________________________________________________
 FX3778* NAD 83(2001)-  36 08 36.92873(N)    076 24 03.94818(W)     ADJUSTED  
 FX3778* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3778  ___________________________________________________________________
 FX3778  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 FX3778  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 FX3778  HORZ ORDER  -  THIRD
 FX3778
 FX3778.The horizontal coordinates were established by classical geodetic methods
 FX3778.and adjusted by the National Geodetic Survey in August 2005.
 FX3778
 FX3778.The orthometric height was scaled from a topographic map.
 FX3778
 FX3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3778
 FX3778.The geoid height was determined by GEOID03.
 FX3778
 FX3778;                    North         East     Units Scale Factor Converg.
 FX3778;SPC NC       -   268,594.842   843,474.189   MT  0.99999364   +1 30 00.0
 FX3778;SPC NC       -   881,214.91  2,767,298.24   sFT  0.99999364   +1 30 00.0
 FX3778;UTM  18      - 4,000,784.155   373,947.943   MT  0.99979578   -0 49 35.4
 FX3778
 FX3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3778!SPC NC       -   1.00000586  x   0.99999364  =   0.99999950
 FX3778!UTM  18      -   1.00000586  x   0.99979578  =   0.99980164
 FX3778
 FX3778:                Primary Azimuth Mark                     Grid Az
 FX3778:SPC NC       -  HALSEY                                   135 55 09.9
 FX3778:UTM  18      -  HALSEY                                   138 14 45.3
 FX3778
 FX3778|---------------------------------------------------------------------|
 FX3778| PID    Reference Object                     Distance      Geod. Az  |
 FX3778|                                                           dddmmss.s |
 FX3778| FX3781 HALSEY                              APPROX. 2.0 KM 1372509.9 |
 FX3778| FX4605 BURGESS RM                                         25216     |
 FX3778|---------------------------------------------------------------------|
 FX3778
 FX3778                          SUPERSEDED SURVEY CONTROL
 FX3778
 FX3778  NAD 83(1993)-  36 08 36.94245(N)    076 24 03.95826(W) AD(       ) 3
 FX3778  NAD 83(1986)-  36 08 36.94208(N)    076 24 03.96059(W) AD(       ) 3
 FX3778  NAD 27      -  36 08 36.36900(N)    076 24 05.18400(W) AD(       ) 3
 FX3778
 FX3778.Superseded values are not recommended for survey control.
 FX3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3778.See file dsdata.txt to determine how the superseded data were derived.
 FX3778
 FX3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7394800784(NAD 83)
 FX3778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3778_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3778_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3778
 FX3778  HISTORY     - Date     Condition        Report By
 FX3778  HISTORY     - 1915     MONUMENTED       CGS
 FX3778  HISTORY     - 1917     SEE DESCRIPTION  CGS
 FX3778  HISTORY     - 20041018 MARK NOT FOUND   USPSQD
 FX3778
 FX3778                          STATION DESCRIPTION
 FX3778
 FX3778'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3778'STATION IS LOCATED ON THE SOUTH SIDE OF PERQUIMANS RIVER AND
 FX3778'OPPOSITE STATION WHITEHAT.
 FX3778'
 FX3778'STATION IS ON A SMALL LOW POINT ABOUT 5 METERS BACK FROM THE
 FX3778'WATERS EDGE AND NEAR THE SITE OF AN OLD LOG DISCHARGING OR RAFTING
 FX3778'PLACE, WHICH IS APPARENTLY ABANDONED.  A ROW OF OLD PILES RUNS OUT
 FX3778'INTO THE RIVER 20 METERS WEST OF THE STATION.
 FX3778'
 FX3778'STATION IS MARKED IN ACCORDANCE WITH NOTE 6A AND C AND REFERENCE
 FX3778'IS IN ACCORDANCE WITH NOTE 13A AND C.
 FX3778
 FX3778                          STATION RECOVERY (1917)
 FX3778
 FX3778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 FX3778'STATION WAS FOUND AS DESCRIBED EXCEPT THAT THE TOP OF THE CENTER
 FX3778'MARK HAD BEEN BROKEN OFF, WITH THE CONSEQUENT LOSS OF THE DISK.
 FX3778'THE PIPE WAS LEFT, HOWEVER, THIS WAS CLEANED OFF AND CEMENT
 FX3778'PLACED ON THE BROKEN TOP WITH A CROSS IN THE CENTER OF THE PIPE ON
 FX3778'THE SURFACE OF THE CEMENT.
 FX3778
 FX3778                          STATION RECOVERY (2004)
 FX3778
 FX3778'RECOVERY NOTE BY US POWER SQUADRON 2004 (JB)
 FX3778'NOT RECOVERED BELIEVED DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4651 ***********************************************************************
 FA4651  DESIGNATION -  BURGESS
 FA4651  PID         -  FA4651
 FA4651  STATE/COUNTY-  NC/DAVIE
 FA4651  USGS QUAD   -  MOCKSVILLE (1994)
 FA4651
 FA4651                         *CURRENT SURVEY CONTROL
 FA4651  ___________________________________________________________________
 FA4651* NAD 83(2001)-  35 53 18.06169(N)    080 30 54.05384(W)     ADJUSTED  
 FA4651* NAVD 88     -       212.8    (meters)     698.     (feet)  VERTCON   
 FA4651  ___________________________________________________________________
 FA4651  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 FA4651  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA4651  HORZ ORDER  -  SECOND
 FA4651
 FA4651.The horizontal coordinates were established by classical geodetic methods
 FA4651.and adjusted by the National Geodetic Survey in August 2005.
 FA4651
 FA4651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4651
 FA4651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4651
 FA4651.The geoid height was determined by GEOID03.
 FA4651
 FA4651;                    North         East     Units Scale Factor Converg.
 FA4651;SPC NC       -   238,256.718   472,823.910   MT  0.99993420   -0 52 27.9
 FA4651;SPC NC       -   781,680.58  1,551,256.44   sFT  0.99993420   -0 52 27.9
 FA4651;UTM  17      - 3,971,673.604   543,772.243   MT  0.99962361   +0 17 03.5
 FA4651
 FA4651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4651!SPC NC       -   0.99997166  x   0.99993420  =   0.99990586
 FA4651!UTM  17      -   0.99997166  x   0.99962361  =   0.99959528
 FA4651
 FA4651                          SUPERSEDED SURVEY CONTROL
 FA4651
 FA4651  NAD 83(1986)-  35 53 18.07122(N)    080 30 54.05949(W) AD(       ) 2
 FA4651  NGVD 29 (02/28/92)  213.0    (m)          699.     (f) VERT ANG    3  
 FA4651
 FA4651.Superseded values are not recommended for survey control.
 FA4651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4651.See file dsdata.txt to determine how the superseded data were derived.
 FA4651
 FA4651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4377271674(NAD 83)
 FA4651_MARKER: DE = TRAVERSE STATION DISK
 FA4651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4651+STABILITY: SURFACE MOTION
 FA4651
 FA4651  HISTORY     - Date     Condition        Report By
 FA4651  HISTORY     - 1983     MONUMENTED       NCGS
 FA4651
 FA4651                          STATION DESCRIPTION
 FA4651
 FA4651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4651'THE STATION IS LOCATED ABOUT 2.7 MI EAST OF MOCKSVILLE AND 4.0 MI
 FA4651'WEST OF FORK COMMUNITY.
 FA4651'
 FA4651'ALONG US 64 FOR 2.75 MI EAST FROM THE INTERSECTION WITH US 601 AND
 FA4651'US 158 (IN MOCKSVILLE), IN THE NORTHWEST QUADRANT OF THE
 FA4651'T-INTERSECTION WITH SR 1603, ON TOP OF A 10-FT CUT BANK AT A POWER
 FA4651'LINE CROSSING.
 FA4651'
 FA4651'THE STATION IS A STANDARD NCGS DISK STAMPED---BURGESS 1983---, SET
 FA4651'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4651'FLUSH WITH GROUND.  LOCATED 56.9 FT NORTH-NORTHEAST OF THE
 FA4651'CENTERLINE OF THE HIGHWAY, 227.0 SLOPE FT NORTHWEST OF THE
 FA4651'CENTERLINE OF THE T-INTERSECTION WITH SR 1603, 173.5 FT NORTHWEST
 FA4651'OF THE NORTH END OF A HIGHWAY CULVERT IN THE NORTHWEST QUADRANT OF
 FA4651'THE T-INTERSECTION, 22.8 FT SOUTH OF A GUY WIRE BASE--AND 20.7 FT
 FA4651'WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 30.7 FT
 FA4651'SOUTH-SOUTHEAST OF A 4-INCH CHERRY TREE, AND 48.3 FT EAST-SOUTHEAST
 FA4651'OF AN 18-INCH OAK--ALL THREE WITH REFERENCE TAGS.
 FA4651'
 FA4651'MARK IS 8 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6597 ***********************************************************************
 AH6597  DESIGNATION -  BURGESS
 AH6597  PID         -  AH6597
 AH6597  STATE/COUNTY-  NC/DAVIDSON
 AH6597  USGS QUAD   -  LEXINGTON EAST (1994)
 AH6597
 AH6597                         *CURRENT SURVEY CONTROL
 AH6597  ___________________________________________________________________
 AH6597* NAD 83(2001)-  35 46 33.29657(N)    080 11 09.53255(W)     ADJUSTED  
 AH6597* NAVD 88     -       243.9    (meters)     800.     (feet)  VERT ANG  
 AH6597  ___________________________________________________________________
 AH6597  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 AH6597  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 AH6597  HORZ ORDER  -  SECOND
 AH6597
 AH6597.The horizontal coordinates were established by classical geodetic methods
 AH6597.and adjusted by the National Geodetic Survey in August 2005.
 AH6597
 AH6597.The orthometric height was determined by vertical angle observations.
 AH6597
 AH6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6597
 AH6597.The geoid height was determined by GEOID03.
 AH6597
 AH6597;                    North         East     Units Scale Factor Converg.
 AH6597;SPC NC       -   225,379.133   502,378.817   MT  0.99991434   -0 41 04.2
 AH6597;SPC NC       -   739,431.37  1,648,221.17   sFT  0.99991434   -0 41 04.2
 AH6597;UTM  17      - 3,959,400.251   573,573.354   MT  0.99966670   +0 28 33.3
 AH6597
 AH6597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6597!SPC NC       -   0.99996657  x   0.99991434  =   0.99988092
 AH6597!UTM  17      -   0.99996657  x   0.99966670  =   0.99963329
 AH6597
 AH6597                          SUPERSEDED SURVEY CONTROL
 AH6597
 AH6597  NAD 83(1986)-  35 46 33.30405(N)    080 11 09.53969(W) AD(       ) 2
 AH6597
 AH6597.Superseded values are not recommended for survey control.
 AH6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6597.See file dsdata.txt to determine how the superseded data were derived.
 AH6597
 AH6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7357359400(NAD 83)
 AH6597_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6597_STAMPING: BURGESS 1987
 AH6597_MARK LOGO: NCGS  
 AH6597_PROJECTION: FLUSH
 AH6597_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6597+STABILITY: SURFACE MOTION
 AH6597
 AH6597  HISTORY     - Date     Condition        Report By
 AH6597  HISTORY     - 1987     MONUMENTED       NCGS
 AH6597
 AH6597                          STATION DESCRIPTION
 AH6597
 AH6597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AH6597'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST-SOUTHEAST OF LEXINGTON.
 AH6597'ALONG SR 2205 (OLD US 64) FOR 2.35 MI (3.78 KM) SOUTHEAST FROM THE
 AH6597'I-85 UNDERPASS, OR 0.45 MI (0.72 KM) NORTHWEST OF SR 2229 AND SR 2246
 AH6597'CROSSROADS, IN THE SOUTHEAST CORNER OF YARD OF BRICK HOUSE. MARK IS
 AH6597'LEVEL WITH HIGHWAY AND FLUSH WITH GROUND. LOCATED 24.4 FT (7.4 M)
 AH6597'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 17.0 FT (5.2 M) SOUTHEAST OF
 AH6597'CENTERLINE OF DRIVEWAY LEADING TO BRICK HOME, 90.0 FT (27.4 M) NORTH
 AH6597'OF NORTHEAST CORNER OF GARAGE, 92.6 FT (28.2 M) EAST OF SOUTHEAST
 AH6597'CORNER OF BRICK HOME, 64.8 FT (19.8 M) NORTHWEST OF NORTH END OF
 AH6597'HEADWALL, 188.4 FT (57.4 M) EAST-SOUTHEAST OF FIRE HYDRANT, AND 191.0
 AH6597'FT (58.2 M) EAST-SOUTHEAST OF POWER POLE (NO 1) WITH A REFERENCE TAG.
 AH6597'NOTE-REPORT OF NCGS IN 1998 SAYS MARK MAY BE LOST DUE TO NEW CABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2846 ***********************************************************************
 FX2846  DESIGNATION -  BURGY
 FX2846  PID         -  FX2846
 FX2846  STATE/COUNTY-  NC/NORTHAMPTON
 FX2846  USGS QUAD   -  JACKSON (1974)
 FX2846
 FX2846                         *CURRENT SURVEY CONTROL
 FX2846  ___________________________________________________________________
 FX2846* NAD 83(2001)-  36 22 37.54919(N)    077 26 50.86820(W)     ADJUSTED  
 FX2846* NAVD 88     -        26.277  (meters)      86.21   (feet)  ADJUSTED  
 FX2846  ___________________________________________________________________
 FX2846  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FX2846  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 FX2846  DYNAMIC HT  -          26.257 (meters)      86.14  (feet)  COMP
 FX2846  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 FX2846
 FX2846  HORZ ORDER  -  SECOND
 FX2846  VERT ORDER  -  SECOND    CLASS II
 FX2846
 FX2846.The horizontal coordinates were established by classical geodetic methods
 FX2846.and adjusted by the National Geodetic Survey in August 2005.
 FX2846
 FX2846.The orthometric height was determined by differential leveling
 FX2846.and adjusted in June 1991.
 FX2846
 FX2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2846
 FX2846.The geoid height was determined by GEOID03.
 FX2846
 FX2846.The dynamic height is computed by dividing the NAVD 88
 FX2846.geopotential number by the normal gravity value computed on the
 FX2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2846.degrees latitude (g = 980.6199 gals.).
 FX2846
 FX2846.The modeled gravity was interpolated from observed gravity values.
 FX2846
 FX2846;                    North         East     Units Scale Factor Converg.
 FX2846;SPC NC       -   292,534.117   748,917.633   MT  1.00006553   +0 53 45.9
 FX2846;SPC NC       -   959,755.68  2,457,073.93   sFT  1.00006553   +0 53 45.9
 FX2846;UTM  18      - 4,028,557.450   280,450.913   MT  1.00019392   -1 27 07.8
 FX2846
 FX2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2846!SPC NC       -   1.00000128  x   1.00006553  =   1.00006681
 FX2846!UTM  18      -   1.00000128  x   1.00019392  =   1.00019520
 FX2846
 FX2846                          SUPERSEDED SURVEY CONTROL
 FX2846
 FX2846  NAD 83(1993)-  36 22 37.55456(N)    077 26 50.86581(W) AD(       ) 2
 FX2846  NAD 83(1986)-  36 22 37.55592(N)    077 26 50.87418(W) AD(       ) 2
 FX2846  NGVD 29 (01/18/91)   26.61   (m)           87.3    (f) LEVELING    3  
 FX2846
 FX2846.Superseded values are not recommended for survey control.
 FX2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2846.See file dsdata.txt to determine how the superseded data were derived.
 FX2846
 FX2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8045128557(NAD 83)
 FX2846_MARKER: DE = TRAVERSE STATION DISK
 FX2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2846_SP_SET: CONCRETE POST
 FX2846_STAMPING: BURGY 1980
 FX2846_MARK LOGO: NCGS  
 FX2846_PROJECTION: PROJECTING 15 CENTIMETERS
 FX2846_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2846+STABILITY: SURFACE MOTION
 FX2846
 FX2846  HISTORY     - Date     Condition        Report By
 FX2846  HISTORY     - 1980     MONUMENTED       NCGS
 FX2846  HISTORY     - 1981     GOOD             NCGS
 FX2846  HISTORY     - 1985     GOOD             USPSQD
 FX2846  HISTORY     - 19960330 MARK NOT FOUND   USPSQD
 FX2846
 FX2846                          STATION DESCRIPTION
 FX2846
 FX2846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX2846'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES WEST-SOUTHWEST OF
 FX2846'JACKSON AND 6.9 MILES SOUTH-SOUTHEAST OF GUMBERRY.
 FX2846'
 FX2846'TO REACH STATION FROM THE COURTHOUSE IN JACKSON, PROCEED WEST ALONG
 FX2846'US 158 FOR 1.8 MILES TO STATION ON LEFT IN EDGE OF WOODS,
 FX2846'APPROXIMATELY 450 YARDS SOUTHWEST OF SR 1127 (WYE) INTERSECTION.
 FX2846'
 FX2846'STATION MARK IS A STANDARD DISK STAMPED---BURGY 1980---SET IN TOP OF
 FX2846'A 6 INCH CONCRETE MONUMENT, 6 INCHES ABOVE GROUND SURFACE AND 2 FEET
 FX2846'BELOW CENTERLINE OF HIGHWAY.  MARK IS 49.9 FEET SOUTH-SOUTHEAST OF
 FX2846'CENTERLINE OF HIGHWAY, AND 8.7 FEET NORTHWEST OF 18 INCH PINE, 8.9
 FX2846'FEET EAST OF 4 INCH BIRCH AND 16.4 FEET NORTH OF 14 INCH PINE ALL WITH
 FX2846'REFERENCE TAGS.
 FX2846
 FX2846                          STATION RECOVERY (1981)
 FX2846
 FX2846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2846'1.8 MI WSW FROM JACKSON.
 FX2846'FROM THE COURTHOUSE IN JACKSON, 1.8 MILES WEST ALONG US 158 TO
 FX2846'STATION ON LEFT IN EDGE OF WOODS, APPROXIMATELY 450 YARDS
 FX2846'SOUTHWEST OF SR 1127 (WYE) INTERSECTION, 49.9 FEET SOUTH-SOUTHWEST
 FX2846'OF CENTERLINE OF HIGHWAY, 8.7 FEET NORTHWEST OF 18 INCH PINE,
 FX2846'8.9 FEET EAST OF 4 INCH BIRCH, 16.4 FEET NORTH OF 14 INCH PINE
 FX2846'ALL WITH REFERENCE TAGS.
 FX2846'THE MARK IS 2 FT BELOW HIGHWAY.
 FX2846
 FX2846                          STATION RECOVERY (1985)
 FX2846
 FX2846'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX2846'RECOVERED IN GOOD CONDITION.
 FX2846
 FX2846                          STATION RECOVERY (1996)
 FX2846
 FX2846'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1902 ***********************************************************************
 EY1902  DESIGNATION -  BURIAL
 EY1902  PID         -  EY1902
 EY1902  STATE/COUNTY-  NC/PITT
 EY1902  USGS QUAD   -  ROBERSONVILLE WEST (1981)
 EY1902
 EY1902                         *CURRENT SURVEY CONTROL
 EY1902  ___________________________________________________________________
 EY1902* NAD 83(2001)-  35 47 56.41107(N)    077 22 28.09553(W)     ADJUSTED  
 EY1902* NAVD 88     -        19.970  (meters)      65.52   (feet)  ADJUSTED  
 EY1902  ___________________________________________________________________
 EY1902  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EY1902  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 EY1902  DYNAMIC HT  -          19.953 (meters)      65.46  (feet)  COMP
 EY1902  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 EY1902
 EY1902  HORZ ORDER  -  SECOND
 EY1902  VERT ORDER  -  SECOND    CLASS II
 EY1902
 EY1902.The horizontal coordinates were established by classical geodetic methods
 EY1902.and adjusted by the National Geodetic Survey in August 2005.
 EY1902
 EY1902.The orthometric height was determined by differential leveling
 EY1902.and adjusted in June 1991.
 EY1902
 EY1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1902
 EY1902.The geoid height was determined by GEOID03.
 EY1902
 EY1902.The dynamic height is computed by dividing the NAVD 88
 EY1902.geopotential number by the normal gravity value computed on the
 EY1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1902.degrees latitude (g = 980.6199 gals.).
 EY1902
 EY1902.The modeled gravity was interpolated from observed gravity values.
 EY1902
 EY1902;                    North         East     Units Scale Factor Converg.
 EY1902;SPC NC       -   228,502.965   756,517.321   MT  0.99991810   +0 56 17.5
 EY1902;SPC NC       -   749,680.14  2,482,007.24   sFT  0.99991810   +0 56 17.5
 EY1902;UTM  18      - 3,964,256.902   285,433.289   MT  1.00016734   -1 23 22.1
 EY1902
 EY1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1902!SPC NC       -   1.00000244  x   0.99991810  =   0.99992054
 EY1902!UTM  18      -   1.00000244  x   1.00016734  =   1.00016979
 EY1902
 EY1902                          SUPERSEDED SURVEY CONTROL
 EY1902
 EY1902  NAD 83(1986)-  35 47 56.42082(N)    077 22 28.10853(W) AD(       ) 2
 EY1902  NGVD 29 (01/18/91)   20.33   (m)           66.7    (f) LEVELING    3  
 EY1902
 EY1902.Superseded values are not recommended for survey control.
 EY1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1902.See file dsdata.txt to determine how the superseded data were derived.
 EY1902
 EY1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8543364257(NAD 83)
 EY1902_MARKER: DE = TRAVERSE STATION DISK
 EY1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1902_SP_SET: CONCRETE POST
 EY1902_STAMPING: BURIAL 1980
 EY1902_MARK LOGO: NCGS  
 EY1902_PROJECTION: RECESSED 3 CENTIMETERS
 EY1902_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1902+STABILITY: SURFACE MOTION
 EY1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1902+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 EY1902
 EY1902  HISTORY     - Date     Condition        Report By
 EY1902  HISTORY     - 1980     MONUMENTED       NCGS
 EY1902  HISTORY     - 1980     GOOD             NCGS
 EY1902  HISTORY     - 20060212 GOOD             USPSQD
 EY1902
 EY1902                          STATION DESCRIPTION
 EY1902
 EY1902'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1902'THE STATION IS LOCATED IN BETHEL.
 EY1902'
 EY1902'TO REACH THE STATION FROM THE INTERSECTION OF US 13-NC 11 WITH US 64
 EY1902'IN BETHEL, PROCEED SOUTH ALONG US 13-NC 11 FOR 0.55 MILE TO THE MAIN
 EY1902'ENTRANCE TO BETHEL CEMETERY, THENCE WEST ALONG THE ENTRANCE FOR
 EY1902'0.05 MILE TO A STATION AT THE WEST SIDE OF THE INTERSECTION WITH A
 EY1902'NORTH-SOUTH DRIVEWAY.
 EY1902'
 EY1902'STATION MARK IS A STANDARD DISK STAMPED---BURIAL 1980---, SET IN THE
 EY1902'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND
 EY1902'SURFACE.  THE MARK IS 18.3 FEET WEST OF THE CENTERLINE OF THE
 EY1902'INTERSECTION OF DRIVEWAYS, 21.4 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 EY1902'BURTON HEADSTONE, 33.6 FEET EAST-NORTHEAST OF THE CENTER OF MANNING
 EY1902'HEADSTONE, 33.6 FEET WEST-SOUTHWEST OF THE CENTER OF WHITEHURST
 EY1902'HEADSTONE, 44.0 FEET NORTHWEST OF HARPER-HAMMOND HEADSTONE AND
 EY1902'108.3 FEET NORTHEAST OF A POWER POLE WITH REFERENCE TAG.
 EY1902
 EY1902                          STATION RECOVERY (1980)
 EY1902
 EY1902'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1902'IN BETHEL.
 EY1902'0.55 MILE SOUTH ALONG U.S. 13 - N.C. 11 FROM THE JUNCTION WITH U.S. 64
 EY1902'IN BETHEL, THENCE 0.05 MILE WEST ALONG CEMETERY ENTRANCE, AT WEST SIDE
 EY1902'OF INTERSECTION WITH A NORTH-SOUTH DRIVEWAY, 18.3 FEET WEST OF
 EY1902'CENTERLINE INTERSECTION OF DRIVEWAYS, 21.4 FEET SOUTH-SOUTHEAST OF
 EY1902'CENTER OF BURTON HEADSTONE, 33.6 FEET EAST-NORTHEAST OF CENTER OF
 EY1902'MANNING HEADSTONE, 33.6 FEET WEST-SOUTHWEST OF CENTER OF WHITEHURST
 EY1902'HEADSTONE, 44.0 FEET NORTHWEST OF CENTER OF HARPER-HAMMOND HEADSTONE
 EY1902'AND 108.3 FEET NORTHEAST OF POWER POLE WITH REFERENCE TAG.
 EY1902'THE MARK IS ABOVE LEVEL WITH DRIVE.
 EY1902
 EY1902                          STATION RECOVERY (2006)
 EY1902
 EY1902'RECOVERY NOTE BY US POWER SQUADRON 2006 (PAB)
 EY1902'MARK IS IN THE CENTER OF THE EAST-WEST DEIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3820 ***********************************************************************
 FB3820  DESIGNATION -  BURIED
 FB3820  PID         -  FB3820
 FB3820  STATE/COUNTY-  NC/MITCHELL
 FB3820  USGS QUAD   -  MICAVILLE (1978)
 FB3820
 FB3820                         *CURRENT SURVEY CONTROL
 FB3820  ___________________________________________________________________
 FB3820* NAD 83(2001)-  35 57 51.32592(N)    082 08 03.16954(W)     ADJUSTED  
 FB3820* NAVD 88     -       866.6    (meters)    2843.     (feet)  VERTCON   
 FB3820  ___________________________________________________________________
 FB3820  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FB3820  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 FB3820  HORZ ORDER  -  SECOND
 FB3820
 FB3820.The horizontal coordinates were established by classical geodetic methods
 FB3820.and adjusted by the National Geodetic Survey in August 2005.
 FB3820
 FB3820.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3820
 FB3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3820
 FB3820.The geoid height was determined by GEOID03.
 FB3820
 FB3820;                    North         East     Units Scale Factor Converg.
 FB3820;SPC NC       -   250,097.423   326,942.645   MT  0.99994979   -1 48 32.3
 FB3820;SPC NC       -   820,527.96  1,072,644.33   sFT  0.99994979   -1 48 32.3
 FB3820;UTM  17      - 3,980,578.602   397,727.811   MT  0.99972888   -0 39 58.2
 FB3820
 FB3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3820!SPC NC       -   0.99986880  x   0.99994979  =   0.99981860
 FB3820!UTM  17      -   0.99986880  x   0.99972888  =   0.99959771
 FB3820
 FB3820                          SUPERSEDED SURVEY CONTROL
 FB3820
 FB3820  NAD 83(1995)-  35 57 51.32685(N)    082 08 03.17174(W) AD(       ) 2
 FB3820  NAD 83(1986)-  35 57 51.33388(N)    082 08 03.17764(W) AD(       ) 2
 FB3820  NGVD 29 (02/22/93)  866.7    (m)         2843.     (f) VERT ANG    3  
 FB3820
 FB3820.Superseded values are not recommended for survey control.
 FB3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3820.See file dsdata.txt to determine how the superseded data were derived.
 FB3820
 FB3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9772880579(NAD 83)
 FB3820_MARKER: DE = TRAVERSE STATION DISK
 FB3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3820_SP_SET: CONCRETE POST
 FB3820_STAMPING: BURIED 1982
 FB3820_MARK LOGO: NCGS  
 FB3820_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3820+STABILITY: SURFACE MOTION
 FB3820
 FB3820  HISTORY     - Date     Condition        Report By
 FB3820  HISTORY     - 1982     MONUMENTED       NCGS
 FB3820
 FB3820                          STATION DESCRIPTION
 FB3820
 FB3820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3820'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH-SOUTHEAST OF
 FB3820'BAKERSVILLE AND 7.7 KM (4.8 MI) NORTHWEST OF SPRUCE PINE.
 FB3820'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND US 19 EAST
 FB3820'BUSINESS (IN SPRUCE PINE), PROCEED NORTHWEST ALONG NC 226 FOR 9.7 KM
 FB3820'(6.05 MI) TO THE STATION ON THE LEFT BEHIND THE GUARD RAIL, OR 0.6 KM
 FB3820'(0.4 MI) WEST OF SR 1250.
 FB3820'THE STATION IS A STANDARD NCGS DISK STAMPED---BURIED 1982---, SET INTO
 FB3820'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3820'GROUND.  LOCATED 7.4 METERS (24.4 FT) SOUTH OF THE CENTERLINE OF NC
 FB3820'226, 0.4 METERS (1.2 FT) SOUTH OF THE GUARD RAIL, 1.3 METERS (4.4 FT)
 FB3820'WEST-NORTHWEST OF A TELEPHONE PEDESTAL, AND 15.5 METERS (51.0 FT)
 FB3820'SOUTH-SOUTHWEST OF THE WEST END OF THE GUARD RAIL ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3396 ***********************************************************************
 FA3396  DESIGNATION -  BURK CALDWELL CO LINE STONE
 FA3396  PID         -  FA3396
 FA3396  STATE/COUNTY-  NC/BURKE
 FA3396  USGS QUAD   -  MORGANTON NORTH (1993)
 FA3396
 FA3396                         *CURRENT SURVEY CONTROL
 FA3396  ___________________________________________________________________
 FA3396* NAD 83(2001)-  35 51 04.79288(N)    081 38 47.57805(W)     ADJUSTED  
 FA3396* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 FA3396  ___________________________________________________________________
 FA3396  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FA3396  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 FA3396  HORZ ORDER  -  SECOND
 FA3396
 FA3396.The horizontal coordinates were established by classical geodetic methods
 FA3396.and adjusted by the National Geodetic Survey in August 2005.
 FA3396
 FA3396.The orthometric height was scaled from a topographic map.
 FA3396
 FA3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3396
 FA3396.The geoid height was determined by GEOID03.
 FA3396
 FA3396;                    North         East     Units Scale Factor Converg.
 FA3396;SPC NC       -   236,292.140   370,577.204   MT  0.99992723   -1 31 39.0
 FA3396;SPC NC       -   775,235.13  1,215,802.04   sFT  0.99992723   -1 31 39.0
 FA3396;UTM  17      - 3,967,652.062   441,618.467   MT  0.99964200   -0 22 43.3
 FA3396
 FA3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3396!SPC NC       -   0.99994719  x   0.99992723  =   0.99987442
 FA3396!UTM  17      -   0.99994719  x   0.99964200  =   0.99958921
 FA3396
 FA3396                          SUPERSEDED SURVEY CONTROL
 FA3396
 FA3396  NAD 83(1995)-  35 51 04.79351(N)    081 38 47.57751(W) AD(       ) 2
 FA3396  NAD 83(1986)-  35 51 04.80162(N)    081 38 47.58130(W) AD(       ) 2
 FA3396  NAD 27      -  35 51 04.33900(N)    081 38 48.23100(W) AD(       ) 2
 FA3396
 FA3396.Superseded values are not recommended for survey control.
 FA3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3396.See file dsdata.txt to determine how the superseded data were derived.
 FA3396
 FA3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4161867652(NAD 83)
 FA3396
 FA3396  HISTORY     - Date     Condition        Report By
 FA3396  HISTORY     - 1933     MONUMENTED       CGS
 FA3396
 FA3396                          STATION DESCRIPTION
 FA3396
 FA3396'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LGS)
 FA3396'ABOUT 8 MILES SOUTHWEST OF LENOIR, 9 MILES NORTH-NORTHEAST OF
 FA3396'MORGANTON, AND AT BURKE-CALDWELL COUNTY LINE NEAR POINT WHERE ROUTE
 FA3396'18 CROSSES LINE. (TYPE OF MARK NOT DESCRIBED.) STATION HARTLAND
 FA3396'IS 6.68 METERS (21.9 FEET) FROM STATION N 16 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2209 ***********************************************************************
 FY2209  DESIGNATION -  BURKE
 FY2209  PID         -  FY2209
 FY2209  STATE/COUNTY-  NC/ORANGE
 FY2209  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2209
 FY2209                         *CURRENT SURVEY CONTROL
 FY2209  ___________________________________________________________________
 FY2209* NAD 83(2001)-  36 05 29.86310(N)    079 06 14.81014(W)     ADJUSTED  
 FY2209* NAVD 88     -       188.269  (meters)     617.68   (feet)  ADJUSTED  
 FY2209  ___________________________________________________________________
 FY2209  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FY2209  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 FY2209  DYNAMIC HT  -         188.119 (meters)     617.19  (feet)  COMP
 FY2209  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 FY2209
 FY2209  HORZ ORDER  -  SECOND
 FY2209  VERT ORDER  -  SECOND    CLASS II
 FY2209
 FY2209.The horizontal coordinates were established by classical geodetic methods
 FY2209.and adjusted by the National Geodetic Survey in August 2005.
 FY2209
 FY2209.The orthometric height was determined by differential leveling
 FY2209.and adjusted in June 1991.
 FY2209
 FY2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2209
 FY2209.The geoid height was determined by GEOID03.
 FY2209
 FY2209.The dynamic height is computed by dividing the NAVD 88
 FY2209.geopotential number by the normal gravity value computed on the
 FY2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2209.degrees latitude (g = 980.6199 gals.).
 FY2209
 FY2209.The modeled gravity was interpolated from observed gravity values.
 FY2209
 FY2209;                    North         East     Units Scale Factor Converg.
 FY2209;SPC NC       -   259,772.411   600,224.986   MT  0.99997992   -0 03 36.3
 FY2209;SPC NC       -   852,269.99  1,969,238.14   sFT  0.99997992   -0 03 36.3
 FY2209;UTM  17      - 3,995,775.344   670,683.437   MT  0.99995897   +1 07 01.5
 FY2209
 FY2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2209!SPC NC       -   0.99997524  x   0.99997992  =   0.99995516
 FY2209!UTM  17      -   0.99997524  x   0.99995897  =   0.99993421
 FY2209
 FY2209                          SUPERSEDED SURVEY CONTROL
 FY2209
 FY2209  NAD 83(1993)-  36 05 29.86520(N)    079 06 14.81836(W) AD(       ) 2
 FY2209  NAD 83(1986)-  36 05 29.86522(N)    079 06 14.82008(W) AD(       ) 2
 FY2209  NGVD 29 (03/05/92)  188.506  (m)          618.46   (f) ADJUSTED    2 2
 FY2209
 FY2209.Superseded values are not recommended for survey control.
 FY2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2209.See file dsdata.txt to determine how the superseded data were derived.
 FY2209
 FY2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7068395775(NAD 83)
 FY2209_MARKER: DE = TRAVERSE STATION DISK
 FY2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2209_SP_SET: CONCRETE POST
 FY2209_STAMPING: BURKE 1981
 FY2209_MARK LOGO: NCGS  
 FY2209_PROJECTION: FLUSH
 FY2209_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2209+STABILITY: SURFACE MOTION
 FY2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2209+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1996
 FY2209
 FY2209  HISTORY     - Date     Condition        Report By
 FY2209  HISTORY     - 1981     MONUMENTED       NCGS
 FY2209  HISTORY     - 1981     GOOD             NCGS
 FY2209  HISTORY     - 19961104 SEE DESCRIPTION  NCGS
 FY2209
 FY2209                          STATION DESCRIPTION
 FY2209
 FY2209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY2209'STATION IS LOCATED ABOUT 1.2 MILES NORTH-NORTHWEST OF HILLSBOROUGH.
 FY2209'
 FY2209'ALONG NC 86, 0.4 MILE NORTH FROM US 70 INTERSECTION (IN NORTH
 FY2209'EDGE OF HILLSBOROUGH), AT INTERSECTION WITH NC 57 IN TRAFFIC
 FY2209'ISLAND.
 FY2209'
 FY2209'THE STATION IS A STANDARD NCGS DISK
 FY2209'STAMPED---BURKE 1981---,
 FY2209'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2209'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY2209'8.2 METERS (26.7 FEET EAST FROM THE CENTERLINE OF
 FY2209'NC 86,
 FY2209'11.4 METERS (37.2 FT) WEST FROM THE CENTERLINE OF NC 57,
 FY2209'3.3 METERS (10.8 FT) WEST OF--THOMAS BURKE--COMMEMERATIVE SIGN,
 FY2209'25.6 METERS (83.8 FT) SOUTHEAST OF POWER POLE (50 A) WITH REFERENCE
 FY2209'TAG AND
 FY2209'39.2 METERS (128.5 FT) NORTH OF SOUTH APEX OF ISLAND.
 FY2209'
 FY2209'MARK IS 1 FOOT BELOW HIGHWAY LEVEL.
 FY2209
 FY2209                          STATION RECOVERY (1981)
 FY2209
 FY2209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2209'1.2 MI NNW FROM HILLSBOROUGH.
 FY2209'ALONG NC 86, 0.35 MILE NORTH FROM INTERSECTION WITH US 70 IN NORTH
 FY2209'EDGE OF HILLSBOROUGH, IN GRASSY TRAFFIC ISLAND FORMED BY THE
 FY2209'INTERSECTION WITH NC 57, 26.7 FEET EAST OF CENTERLINE OF NC 86, 37.2
 FY2209'FEET WEST OF CENTERLINE OF NC 57, 10.8 FEET WEST OF THOMAS BURKE
 FY2209'COMMEMERATIVE SIGN, 83.8 FEET SOUTHEAST OF POWER POLE (50A) WITH
 FY2209'REFERENCE TAG AND 128.5 FEET NORTH OF SOUTH APEX OF ISLAND.
 FY2209'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2209
 FY2209                          STATION RECOVERY (1996)
 FY2209
 FY2209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY2209'MARK NOT FOUND. MAY HAVE BEEN LOST WHEN LANES WERE ADDED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2950 ***********************************************************************
 FA2950  DESIGNATION -  BURKE
 FA2950  PID         -  FA2950
 FA2950  STATE/COUNTY-  NC/CATAWBA
 FA2950  USGS QUAD   -  HICKORY (1993)
 FA2950
 FA2950                         *CURRENT SURVEY CONTROL
 FA2950  ___________________________________________________________________
 FA2950* NAD 83(2001)-  35 43 37.76316(N)    081 16 12.30406(W)     ADJUSTED  
 FA2950* NAVD 88     -       323.0    (meters)    1060.     (feet)  VERTCON   
 FA2950  ___________________________________________________________________
 FA2950  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 FA2950  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 FA2950  HORZ ORDER  -  SECOND
 FA2950
 FA2950.The horizontal coordinates were established by classical geodetic methods
 FA2950.and adjusted by the National Geodetic Survey in August 2005.
 FA2950
 FA2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2950
 FA2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2950
 FA2950.The geoid height was determined by GEOID03.
 FA2950
 FA2950;                    North         East     Units Scale Factor Converg.
 FA2950;SPC NC       -   221,677.049   404,256.336   MT  0.99990693   -1 18 36.8
 FA2950;SPC NC       -   727,285.45  1,326,297.66   sFT  0.99990693   -1 18 36.8
 FA2950;UTM  17      - 3,953,720.419   475,574.329   MT  0.99960735   -0 09 27.8
 FA2950
 FA2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2950!SPC NC       -   0.99995435  x   0.99990693  =   0.99986128
 FA2950!UTM  17      -   0.99995435  x   0.99960735  =   0.99956172
 FA2950
 FA2950:                Primary Azimuth Mark                     Grid Az
 FA2950:SPC NC       -  TEXACO                                   134 29 47.5
 FA2950:UTM  17      -  TEXACO                                   133 20 38.5
 FA2950
 FA2950|---------------------------------------------------------------------|
 FA2950| PID    Reference Object                     Distance      Geod. Az  |
 FA2950|                                                           dddmmss.s |
 FA2950| FA0636 TEXACO                              APPROX. 0.7 KM 1331110.7 |
 FA2950| FA2985 STEELE                              279.880 METERS 28814     |
 FA2950|---------------------------------------------------------------------|
 FA2950
 FA2950                          SUPERSEDED SURVEY CONTROL
 FA2950
 FA2950  NAD 83(1986)-  35 43 37.77257(N)    081 16 12.30642(W) AD(       ) 2
 FA2950  NAD 27      -  35 43 37.29199(N)    081 16 13.00709(W) AD(       ) 2
 FA2950  NGVD 29 (07/19/86)  323.2    (m)         1060.     (f) VERT ANG    3  
 FA2950
 FA2950.Superseded values are not recommended for survey control.
 FA2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2950.See file dsdata.txt to determine how the superseded data were derived.
 FA2950
 FA2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7557453720(NAD 83)
 FA2950_MARKER: DE = TRAVERSE STATION DISK
 FA2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2950_STAMPING: BURKE 1967
 FA2950_MARK LOGO: NCGS  
 FA2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2950+STABILITY: SURFACE MOTION
 FA2950
 FA2950  HISTORY     - Date     Condition        Report By
 FA2950  HISTORY     - 1967     MONUMENTED       NCGS
 FA2950  HISTORY     - 20020322 MARK NOT FOUND   USPSQD
 FA2950  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 FA2950
 FA2950                          STATION DESCRIPTION
 FA2950
 FA2950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2950'BURKE IS A N. C. GEODETIC SURVEY TRAVESE STATION ESTABLISHED
 FA2950'IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2950'
 FA2950'BURKE IS LOCATED APPROXIMATELY 3.8 MILES EAST OF THE
 FA2950'CENTER OF HICKORY.  TO REACH STATION PROCEED FROM THE
 FA2950'INTERSECTION OF SR 1476 (FAIR GROVE CHURCH RD.) AND SR 1007
 FA2950'(OLD U.S. 70), GO NORTHWEST TOWARD HICKORY FOR 0.45 MILES TO
 FA2950'STATION.  WHICH IS ON THE NORTH SIDE OF SR 1007 UNDER HIGH
 FA2950'VOLTAGE LINE, AND 0.15 MILES NORTHWEST OF THE INTERSECTION
 FA2950'OF SR 1441 WITH SR 1007.
 FA2950'
 FA2950'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2950'BURKE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2950'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2950'
 FA2950'MARK IS
 FA2950'
 FA2950'25.2 FT NE OF C/L OF SR 1007
 FA2950'
 FA2950'106.5 FT SE OF PP H6 ON N SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2950'
 FA2950'59.1 FT NE OF TP 185 ON S SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2950'
 FA2950'68.5 FT N OF PP 98 ON S SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2950'
 FA2950'94.5 FT W OF TP H5 ON N SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2950'
 FA2950'56.7 FT SE OF SW POLE IN APPALACHIAN SIGN, WITH ALUMINUM REF. TAG
 FA2950
 FA2950                          STATION RECOVERY (2002)
 FA2950
 FA2950'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA2950'MARK NOT FOUND.
 FA2950
 FA2950                          STATION RECOVERY (2004)
 FA2950
 FA2950'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA2950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2408 ***********************************************************************
 FY2408  DESIGNATION -  BURKE
 FY2408  PID         -  FY2408
 FY2408  STATE/COUNTY-  NC/PERSON
 FY2408  USGS QUAD   -  ROXBORO (1982)
 FY2408
 FY2408                         *CURRENT SURVEY CONTROL
 FY2408  ___________________________________________________________________
 FY2408* NAD 83(2001)-  36 28 56.67332(N)    078 57 31.40769(W)     ADJUSTED  
 FY2408* NAVD 88     -       168.369  (meters)     552.39   (feet)  ADJUSTED  
 FY2408  ___________________________________________________________________
 FY2408  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 FY2408  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FY2408  DYNAMIC HT  -         168.237 (meters)     551.96  (feet)  COMP
 FY2408  MODELED GRAV-     979,844.6   (mgal)                       NAVD 88
 FY2408
 FY2408  HORZ ORDER  -  SECOND
 FY2408  VERT ORDER  -  SECOND    CLASS II
 FY2408
 FY2408.The horizontal coordinates were established by classical geodetic methods
 FY2408.and adjusted by the National Geodetic Survey in August 2005.
 FY2408
 FY2408.The orthometric height was determined by differential leveling
 FY2408.and adjusted in June 1991.
 FY2408
 FY2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2408
 FY2408.The geoid height was determined by GEOID03.
 FY2408
 FY2408.The dynamic height is computed by dividing the NAVD 88
 FY2408.geopotential number by the normal gravity value computed on the
 FY2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2408.degrees latitude (g = 980.6199 gals.).
 FY2408
 FY2408.The modeled gravity was interpolated from observed gravity values.
 FY2408
 FY2408;                    North         East     Units Scale Factor Converg.
 FY2408;SPC NC       -   303,132.611   613,300.369   MT  1.00010344   +0 01 25.8
 FY2408;SPC NC       -   994,527.57  2,012,136.29   sFT  1.00010344   +0 01 25.8
 FY2408;UTM  17      - 4,039,394.079   682,859.757   MT  1.00001198   +1 12 50.5
 FY2408
 FY2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2408!SPC NC       -   0.99997846  x   1.00010344  =   1.00008190
 FY2408!UTM  17      -   0.99997846  x   1.00001198  =   0.99999044
 FY2408
 FY2408:                Primary Azimuth Mark                     Grid Az
 FY2408:SPC NC       -  HAYWOOD                                  078 32 30.5
 FY2408:UTM  17      -  HAYWOOD                                  077 21 05.8
 FY2408
 FY2408|---------------------------------------------------------------------|
 FY2408| PID    Reference Object                     Distance      Geod. Az  |
 FY2408|                                                           dddmmss.s |
 FY2408| FY3008 HAYWOOD                             APPROX. 0.8 KM 0783356.3 |
 FY2408|---------------------------------------------------------------------|
 FY2408
 FY2408                          SUPERSEDED SURVEY CONTROL
 FY2408
 FY2408  NAD 83(1993)-  36 28 56.67258(N)    078 57 31.40849(W) AD(       ) 2
 FY2408  NAD 83(1986)-  36 28 56.67476(N)    078 57 31.41252(W) AD(       ) 2
 FY2408  NAD 27      -  36 28 56.16833(N)    078 57 32.37481(W) AD(       ) 2
 FY2408  NGVD 29 (03/05/92)  168.633  (m)          553.26   (f) ADJUSTED    2 2
 FY2408
 FY2408.Superseded values are not recommended for survey control.
 FY2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2408.See file dsdata.txt to determine how the superseded data were derived.
 FY2408
 FY2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8286039394(NAD 83)
 FY2408_MARKER: DE = TRAVERSE STATION DISK
 FY2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2408_SP_SET: CONCRETE POST
 FY2408_STAMPING: BURKE 1977
 FY2408_MARK LOGO: NCGS  
 FY2408_PROJECTION: RECESSED 3 CENTIMETERS
 FY2408_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2408+STABILITY: SURFACE MOTION
 FY2408
 FY2408  HISTORY     - Date     Condition        Report By
 FY2408  HISTORY     - 1977     MONUMENTED       NCGS
 FY2408  HISTORY     - 1984     GOOD             NCGS
 FY2408
 FY2408                          STATION DESCRIPTION
 FY2408
 FY2408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY2408'THE STATION IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF WOODSDALE AND
 FY2408'6.2 MILES NORTH OF ROXBORO.
 FY2408'
 FY2408'TO REACH THE STATION FROM THE INTERSECTION OF SR 1326 WITH SR 1322 AT
 FY2408'WOODSDALE, PROCEED SOUTH ALONG SR 1326 FOR 0.5 MILE TO A DIRT ROAD ON
 FY2408'THE RIGHT, THENCE WESTERLY ALONG DIRT ROAD FOR 0.05 MILE TO STATION ON
 FY2408'THE RIGHT, BETWEEN TWO POWER POLES.
 FY2408'
 FY2408'STATION MARK IS A STANDARD DISK STAMPED---BURKE 1977---SET IN THE TOP
 FY2408'OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE.  THE
 FY2408'MARK IS 2.4 FEET SOUTH OF POWER POLE WITH REFERENCE TAG, 14.8 FEET
 FY2408'NORTH OF POWER POLE WITH REFERENCE TAG, 68.3 FEET SOUTHEAST OF 8 INCH
 FY2408'PINE WITH REFERENCE TAG AND 90.1 FEET NORTHEAST OF 8 INCH PINE WITH
 FY2408'REFERENCE TAG.
 FY2408
 FY2408                          STATION RECOVERY (1984)
 FY2408
 FY2408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FY2408'10.0 KM (6.2 MI) NORTH FROM ROXBORO.
 FY2408'ALONG SR 1326, 0.8 KM (0.5 MI) SOUTH OF INTERECTION WITH SR 1322 (IN
 FY2408'WOODSDALE), TO A TRANSMISSION POWER LINE CROSSING AND STATION
 FY2408'APPROXIMATELY 130 METERS WEST AT FIRST POWER POLE AND BETWEEN THE
 FY2408'DOUBLE POLES, 0.7 METER (2.4 FT) SOUTH OF NORTH POWER POLE , 4.5
 FY2408'METERS (14.8 FT) NORTH OF THE SOUTH POWER POLE AND 20.8 METERS (68.3
 FY2408'FT) SOUTHEAST OF AN 8 INCH PINE AND 27.5 METERS (90.0 FT) NORTHEAST
 FY2408'OF 8 INCH PINE--ALL WITH TAGS.
 FY2408'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8896 ***********************************************************************
 AI8896  DESIGNATION -  BURKEMONT
 AI8896  PID         -  AI8896
 AI8896  STATE/COUNTY-  NC/BURKE
 AI8896  USGS QUAD   -  MORGANTON SOUTH (1993)
 AI8896
 AI8896                         *CURRENT SURVEY CONTROL
 AI8896  ___________________________________________________________________
 AI8896* NAD 83(2007)-  35 40 53.60247(N)    081 41 56.86587(W)     ADJUSTED  
 AI8896* NAVD 88     -       380.3    (meters)    1248.     (feet)  GPS OBS   
 AI8896  ___________________________________________________________________
 AI8896  EPOCH DATE  -        2002.00
 AI8896  X           -     748,849.341 (meters)                     COMP
 AI8896  Y           -  -5,132,629.672 (meters)                     COMP
 AI8896  Z           -   3,699,752.023 (meters)                     COMP
 AI8896  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AI8896  ELLIP HEIGHT-         348.243 (meters)          (02/10/07) ADJUSTED
 AI8896  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 AI8896
 AI8896  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8896  Type    PID    Designation                      North   East  Ellip
 AI8896  -------------------------------------------------------------------
 AI8896  NETWORK AI8896 BURKEMONT                         0.43   0.35   0.82
 AI8896  -------------------------------------------------------------------
 AI8896
 AI8896.The horizontal coordinates were established by GPS observations
 AI8896.and adjusted by the National Geodetic Survey in February 2007.
 AI8896
 AI8896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8896.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8896.The horizontal coordinates are valid at the epoch date displayed above.
 AI8896.The epoch date for horizontal control is a decimal equivalence
 AI8896.of Year/Month/Day.
 AI8896
 AI8896.The orthometric height was determined by GPS observations and a
 AI8896.high-resolution geoid model.
 AI8896
 AI8896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8896
 AI8896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8896
 AI8896.The ellipsoidal height was determined by GPS observations
 AI8896.and is referenced to NAD 83.
 AI8896
 AI8896.The geoid height was determined by GEOID03.
 AI8896
 AI8896;                    North         East     Units Scale Factor Converg.
 AI8896;SPC NC       -   217,591.254   365,317.512   MT  0.99990065   -1 33 28.3
 AI8896;SPC NC       -   713,880.64  1,198,545.87   sFT  0.99990065   -1 33 28.3
 AI8896;UTM  17      - 3,948,854.462   436,736.276   MT  0.99964932   -0 24 28.1
 AI8896
 AI8896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8896!SPC NC       -   0.99994534  x   0.99990065  =   0.99984600
 AI8896!UTM  17      -   0.99994534  x   0.99964932  =   0.99959468
 AI8896
 AI8896                          SUPERSEDED SURVEY CONTROL
 AI8896
 AI8896  NAD 83(2001)-  35 40 53.60252(N)    081 41 56.86574(W) AD(       ) 1
 AI8896  ELLIP H (03/13/03)  348.255  (m)                       GP(       ) 4 2
 AI8896  NAD 83(1986)-  35 40 53.61164(N)    081 41 56.86899(W) AD(       ) 1
 AI8896
 AI8896.Superseded values are not recommended for survey control.
 AI8896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8896.See file dsdata.txt to determine how the superseded data were derived.
 AI8896
 AI8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3673648854(NAD 83)
 AI8896_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8896_STAMPING: BURKEMONT 1996
 AI8896_MARK LOGO: NCGS  
 AI8896_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8896+STABILITY: SURFACE MOTION
 AI8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8896+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8896
 AI8896  HISTORY     - Date     Condition        Report By
 AI8896  HISTORY     - 1996     MONUMENTED       NCGS
 AI8896
 AI8896                          STATION DESCRIPTION
 AI8896
 AI8896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8896'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF MORGANTON, IN
 AI8896'BURKEMONT COMMUNITY, AT THE BURKEMONT BAPTIST CHURCH.
 AI8896'PROCEED ALONG US 64 FOR 0.8 MI (1.3 KM) SOUTHWEST FROM THE I-40
 AI8896'UNDERPASS, THENCE SOUTN-SOUTNEAST FOR 1.1 MI (1.8 KM) ALONG SR
 AI8896'1949-SALEM STREET, THENCE SOUTH FOR 1.05 MI (1.69 KM) ALONG SR
 AI8896'1956-BURKEMONT ROAD TO THE BURKEMONT BAPTIST CHURCH AND STATION NEAR
 AI8896'CHURCH SIGN.
 AI8896'MARK IS ABOUT 3-FEET HIGHER THAN ROAD AND RECESSED 1-INCH BELOW
 AI8896'SURFACE.  LOCATED 31.0 FT (9.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 AI8896'SR 1956, 41.0 FT (12.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF EAST
 AI8896'DRIVE TO CHURCH, 53.0 FT (16.2 M) WEST-NORTHWEST OF THE INTERSECTION,
 AI8896'20.4 FT (6.2 M) NORTHWEST OF THE CENTER OF A DROP INLET, 42.9 FT (13.1
 AI8896'M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF CHURCH SIGN BASE, 46.2 FT
 AI8896'(14.1 M) EAST-SOUTHEAST OF THE EAST MOST FLAG POLE, 102.8 FT (31.3 M)
 AI8896'WEST-SOUTHWEST OF A POWER POLE, AND 117.1 FT (35.7 M) SOUTH-SOUTHWEST
 AI8896'OF A LIGHT POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0334 ***********************************************************************
 EZ0334  DESIGNATION -  BURKETT
 EZ0334  PID         -  EZ0334
 EZ0334  STATE/COUNTY-  NC/CUMBERLAND
 EZ0334  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0334
 EZ0334                         *CURRENT SURVEY CONTROL
 EZ0334  ___________________________________________________________________
 EZ0334* NAD 83(2001)-  35 06 57.11265(N)    078 55 51.10211(W)     ADJUSTED  
 EZ0334* NAVD 88     -        69.230  (meters)     227.13   (feet)  ADJUSTED  
 EZ0334  ___________________________________________________________________
 EZ0334  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 EZ0334  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ0334  DYNAMIC HT  -          69.167 (meters)     226.93  (feet)  COMP
 EZ0334  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 EZ0334
 EZ0334  HORZ ORDER  -  SECOND
 EZ0334  VERT ORDER  -  FIRST     CLASS II
 EZ0334
 EZ0334.The horizontal coordinates were established by classical geodetic methods
 EZ0334.and adjusted by the National Geodetic Survey in August 2005.
 EZ0334
 EZ0334.The orthometric height was determined by differential leveling
 EZ0334.and adjusted in June 1991.
 EZ0334
 EZ0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0334
 EZ0334.The geoid height was determined by GEOID03.
 EZ0334
 EZ0334.The dynamic height is computed by dividing the NAVD 88
 EZ0334.geopotential number by the normal gravity value computed on the
 EZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0334.degrees latitude (g = 980.6199 gals.).
 EZ0334
 EZ0334.The modeled gravity was interpolated from observed gravity values.
 EZ0334
 EZ0334;                    North         East     Units Scale Factor Converg.
 EZ0334;SPC NC       -   151,517.480   615,903.034   MT  0.99987539   +0 02 23.7
 EZ0334;SPC NC       -   497,103.60  2,020,675.20   sFT  0.99987539   +0 02 23.7
 EZ0334;UTM  17      - 3,887,851.159   688,559.737   MT  1.00003820   +1 11 26.1
 EZ0334
 EZ0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0334!SPC NC       -   0.99999435  x   0.99987539  =   0.99986974
 EZ0334!UTM  17      -   0.99999435  x   1.00003820  =   1.00003255
 EZ0334
 EZ0334:                Primary Azimuth Mark                     Grid Az
 EZ0334:SPC NC       -  HERCULES                                 141 50 50.8
 EZ0334:UTM  17      -  HERCULES                                 140 41 48.4
 EZ0334
 EZ0334|---------------------------------------------------------------------|
 EZ0334| PID    Reference Object                     Distance      Geod. Az  |
 EZ0334|                                                           dddmmss.s |
 EZ0334| EZ0332 HERCULES                            APPROX. 2.4 KM 1415314.5 |
 EZ0334|---------------------------------------------------------------------|
 EZ0334
 EZ0334                          SUPERSEDED SURVEY CONTROL
 EZ0334
 EZ0334  NAD 83(1986)-  35 06 57.12080(N)    078 55 51.10299(W) AD(       ) 2
 EZ0334  NAD 27      -  35 06 56.53416(N)    078 55 51.99300(W) AD(       ) 2
 EZ0334  NGVD 29 (10/06/93)   69.479  (m)          227.95   (f) ADJUSTED    1 2
 EZ0334
 EZ0334.Superseded values are not recommended for survey control.
 EZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0334.See file dsdata.txt to determine how the superseded data were derived.
 EZ0334
 EZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8856087851(NAD 83)
 EZ0334_MARKER: DE = TRAVERSE STATION DISK
 EZ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0334_STAMPING: BURKETT 1966
 EZ0334_MARK LOGO: NCGS  
 EZ0334_PROJECTION: RECESSED 5 CENTIMETERS
 EZ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0334+STABILITY: SURFACE MOTION
 EZ0334
 EZ0334  HISTORY     - Date     Condition        Report By
 EZ0334  HISTORY     - 1966     MONUMENTED       NCGS
 EZ0334  HISTORY     - 1966     GOOD             NCGS
 EZ0334  HISTORY     - 1980     GOOD             NCGS
 EZ0334  HISTORY     - 1980     GOOD             NCGS
 EZ0334  HISTORY     - 1983     GOOD             NGS
 EZ0334  HISTORY     - 19890606 MARK NOT FOUND   USGS
 EZ0334  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 EZ0334
 EZ0334                          STATION DESCRIPTION
 EZ0334
 EZ0334'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EZ0334'BURKETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0334'IN THE VICINITY OF FAYETTEVILLE, NORTH CAROLINA.
 EZ0334'
 EZ0334'BURKETT IS NORTH OF FAYETTEVILLE, 5.4 MILES NW OF MARKET
 EZ0334'SQ. AND 3.2 MILES WNW OF INTERSECTION OF NC 59 AND U.S. 401
 EZ0334'NORTH OF FAYETTEVILLE.  TO REACH STATION PROCEED FROM
 EZ0334'INTERSECTION OF NC 210 AND NC 59, GO NORTHWEST ON NC 210 FOR
 EZ0334'2.0 MILES TO ENTRANCE TO ASPHALT PLANT, TURN RIGHT AND GO ABOUT
 EZ0334'100 FEET ACROSS RAILROAD TRACK.  TURN RIGHT AGAIN AND GO
 EZ0334'SOUTH ALONG TRACK ON DIRT ROAD FOR 0.25 MILES TO STATION
 EZ0334'BETWEEN DIRT ROAD AND TRACK.
 EZ0334'
 EZ0334'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0334'BURKETT 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0334'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0334'
 EZ0334'MARK IS
 EZ0334'
 EZ0334'79.6 FT S OF TP 64 EAST OF TRACK (WITH ALUMINUM REF. TAG)
 EZ0334'
 EZ0334'68.6 FT NNW OF TP 63 WITH ALUMINUM REF. TAG EAST OF TRACK
 EZ0334'
 EZ0334'39.3 FT NE OF TP WITH ALUMINUM REF. TAG WEST OF TRACK
 EZ0334'
 EZ0334'4.9 FT E OF EAST RAIL OF ACL RAILROAD
 EZ0334'
 EZ0334'38.7 FT W OF C/L OF DIRT ROAD
 EZ0334
 EZ0334                          STATION RECOVERY (1966)
 EZ0334
 EZ0334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966
 EZ0334'5.4 MI NW FROM FAYETTEVILLE.
 EZ0334'TO REACH STATION FROM INTERSECTION OF NC 210 AND 87 WITH U.S. 401
 EZ0334'BYPASS, PROCEED NW ALONG NC 210 (MURCHISON RD.) FOR 1.55 MI. TO
 EZ0334'T INTERSECTION WITH SR 1443 SW, 1.95 MI. SE OF SEABOARD COAST
 EZ0334'LINE RR TRESTLE OVER NC 210 AND 87, AND APPROXIMATELY 135 FEET
 EZ0334'E OF THE T INTERSECTION, 4.9 FT SW OF SW RAIL, 38.7 FT SW OF
 EZ0334'C/L OF DIRT ROAD PARALLELING RR, 68.6 FT NNW OF TP 63, 79.6 FT S
 EZ0334'OF TP 64 E OF TRACK WITH ALUMINUM REF. TAG, AND 236.5 FT SE OF
 EZ0334'RR SWITCH.  DISK IS SET IN CONCRETE 2 INCHES BELOW THE GROUND.
 EZ0334
 EZ0334                          STATION RECOVERY (1980)
 EZ0334
 EZ0334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ0334'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THE
 EZ0334'MARK IS APPROXIMATELY 135 FEET EAST OF THE INTERSECTION ON NC 87-210
 EZ0334'AND SR 1443 (TAMMY STREET), 67.0 FEET NORTH-NORTHWEST OF TELEPHONE
 EZ0334'POLE 63 WITH REFERENCE TAG AND 236.5 FEET SOUTHEAST OF A RAILROAD
 EZ0334'SWITCH.  THE TELEPHONE POLE WEST OF THE TRACK IS ALSO GONE.
 EZ0334
 EZ0334                          STATION RECOVERY (1980)
 EZ0334
 EZ0334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0334'RECOVERED IN GOOD CONDITION AS DESCRIBED-NEW REFERENCES ADDED-, MARK
 EZ0334'IS 4.9 FEET EAST OF EAST RAIL AND 67.0 FEET NORTH-NORTHWEST OF
 EZ0334'TELEPHONE POLE 63 WITH REFERENCE TAG.
 EZ0334'THE MARK IS 1 FT BELOW TRACKS.
 EZ0334
 EZ0334                          STATION RECOVERY (1983)
 EZ0334
 EZ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 EZ0334'STATION MARK RECOVERED AS DESCRIBED IN GOOD CONDITION EXCEPT THE
 EZ0334'ACCESS ROAD EAST OF THE TRACKS NO LONGER EXISTS.
 EZ0334'
 EZ0334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FORT BRAGG.
 EZ0334
 EZ0334                          STATION RECOVERY (1989)
 EZ0334
 EZ0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW)
 EZ0334'MARK NOT FOUND.
 EZ0334
 EZ0334                          STATION RECOVERY (2005)
 EZ0334
 EZ0334'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0334'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2381 ***********************************************************************
 EB2381  DESIGNATION -  BURKETTE
 EB2381  PID         -  EB2381
 EB2381  STATE/COUNTY-  NC/COLUMBUS
 EB2381  USGS QUAD   -  CHADBOURN (1986)
 EB2381
 EB2381                         *CURRENT SURVEY CONTROL
 EB2381  ___________________________________________________________________
 EB2381* NAD 83(2001)-  34 16 30.17755(N)    078 45 27.35778(W)     ADJUSTED  
 EB2381* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 EB2381  ___________________________________________________________________
 EB2381  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 EB2381  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 EB2381  HORZ ORDER  -  SECOND
 EB2381
 EB2381.The horizontal coordinates were established by classical geodetic methods
 EB2381.and adjusted by the National Geodetic Survey in August 2005.
 EB2381
 EB2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2381
 EB2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2381
 EB2381.The geoid height was determined by GEOID03.
 EB2381
 EB2381;                    North         East     Units Scale Factor Converg.
 EB2381;SPC NC       -    58,273.369   631,923.263   MT  1.00001665   +0 08 23.7
 EB2381;SPC NC       -   191,185.21  2,073,234.91   sFT  1.00001665   +0 08 23.7
 EB2381;UTM  17      - 3,794,929.223   706,430.444   MT  1.00012530   +1 15 47.8
 EB2381
 EB2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2381!SPC NC       -   1.00000089  x   1.00001665  =   1.00001754
 EB2381!UTM  17      -   1.00000089  x   1.00012530  =   1.00012619
 EB2381
 EB2381|---------------------------------------------------------------------|
 EB2381| PID    Reference Object                     Distance      Geod. Az  |
 EB2381|                                                           dddmmss.s |
 EB2381| EB2384 DOG                                 394.350 METERS 18922     |
 EB2381| EB2386 ELLA                                427.345 METERS 2793439.6 |
 EB2381|---------------------------------------------------------------------|
 EB2381
 EB2381                          SUPERSEDED SURVEY CONTROL
 EB2381
 EB2381  NAD 83(1986)-  34 16 30.18175(N)    078 45 27.36273(W) AD(       ) 2
 EB2381  NAD 27      -  34 16 29.57525(N)    078 45 28.29914(W) AD(       ) 2
 EB2381  NGVD 29 (07/19/86)   29.2    (m)           96.     (f) VERT ANG    3  
 EB2381
 EB2381.Superseded values are not recommended for survey control.
 EB2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2381.See file dsdata.txt to determine how the superseded data were derived.
 EB2381
 EB2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0643094929(NAD 83)
 EB2381_MARKER: DE = TRAVERSE STATION DISK
 EB2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2381_STAMPING: BURKETTE 1969
 EB2381_MARK LOGO: NCGS  
 EB2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2381+STABILITY: SURFACE MOTION
 EB2381
 EB2381  HISTORY     - Date     Condition        Report By
 EB2381  HISTORY     - 1969     MONUMENTED       NCGS
 EB2381
 EB2381                          STATION DESCRIPTION
 EB2381
 EB2381'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2381'BURKETTE IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EB2381'ESTABLISHED IN THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2381'
 EB2381'BURKETTE IS LOCATED APPROXIMATELY 5.25 MILES SOUTHWEST OF
 EB2381'WHITEVILLE AND 5.1 MILES SOUTHEAST OF CHADBOURN.  TO REACH
 EB2381'STATION PROCEED FROM THE INTERSECTION OF U.S. 701 AND
 EB2381'SR 1004, GO WEST ON SR 1004 FOR 0.85 MILE TO T INTERSECTION
 EB2381'OF SR 1004 AND SR 1336, AND STATION.  WHICH IS ON THE NORTH
 EB2381'SIDE OF SR 1004 AND ON TANGENT WITH EAST EDGE OF SR 1336.
 EB2381'
 EB2381'STATION MARK IS A STANDARD N. C,. BRASS TRAVERSE DISK, STAMPED
 EB2381'BURKETTE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2381'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2381'
 EB2381'MARK IS
 EB2381'
 EB2381'9.2 FT N OF DIRECTION SIGN POST WITH ALUMINUM REF. TAG.
 EB2381'
 EB2381'13.4 FT NNE OF C/L OF SR 1004
 EB2381'
 EB2381'48.1 FT W OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 EB2381'
 EB2381'31.0 FT ESE OF C/L OF DRIVEWAY
 EB2381'
 EB2381'83.0 FT NE OF PP WITH ALUMINUM REF. TAG.
 EB2381'
 EB2381'56.5 FT NW OF CORNER FENCE POST WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3939 ***********************************************************************
 EZ3939  DESIGNATION -  BURKHEAD
 EZ3939  PID         -  EZ3939
 EZ3939  STATE/COUNTY-  NC/RANDOLPH
 EZ3939  USGS QUAD   -  ASHEBORO (1994)
 EZ3939
 EZ3939                         *CURRENT SURVEY CONTROL
 EZ3939  ___________________________________________________________________
 EZ3939* NAD 83(2001)-  35 41 33.87433(N)    079 46 44.68145(W)     ADJUSTED  
 EZ3939* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 EZ3939  ___________________________________________________________________
 EZ3939  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EZ3939  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3939  HORZ ORDER  -  SECOND
 EZ3939
 EZ3939.The horizontal coordinates were established by classical geodetic methods
 EZ3939.and adjusted by the National Geodetic Survey in August 2005.
 EZ3939
 EZ3939.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3939
 EZ3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3939
 EZ3939.The geoid height was determined by GEOID03.
 EZ3939
 EZ3939;                    North         East     Units Scale Factor Converg.
 EZ3939;SPC NC       -   215,787.792   539,092.813   MT  0.99990213   -0 26 58.8
 EZ3939;SPC NC       -   707,963.78  1,768,673.67   sFT  0.99990213   -0 26 58.8
 EZ3939;UTM  17      - 3,950,556.772   610,466.734   MT  0.99975037   +0 42 44.7
 EZ3939
 EZ3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3939!SPC NC       -   0.99996769  x   0.99990213  =   0.99986982
 EZ3939!UTM  17      -   0.99996769  x   0.99975037  =   0.99971807
 EZ3939
 EZ3939:                Primary Azimuth Mark                     Grid Az
 EZ3939:SPC NC       -  KENNEDY                                  122 45 33.9
 EZ3939:UTM  17      -  KENNEDY                                  121 35 50.4
 EZ3939
 EZ3939|---------------------------------------------------------------------|
 EZ3939| PID    Reference Object                     Distance      Geod. Az  |
 EZ3939|                                                           dddmmss.s |
 EZ3939| EZ3938 KENNEDY                             APPROX. 1.1 KM 1221835.1 |
 EZ3939| EZ3940 GRANT                               383.598 METERS 31510     |
 EZ3939|---------------------------------------------------------------------|
 EZ3939
 EZ3939                          SUPERSEDED SURVEY CONTROL
 EZ3939
 EZ3939  NAD 83(1986)-  35 41 33.87823(N)    079 46 44.68825(W) AD(       ) 2
 EZ3939  NAD 27      -  35 41 33.38649(N)    079 46 45.57467(W) AD(       ) 2
 EZ3939  NGVD 29 (07/19/86)  236.4    (m)          776.     (f) VERT ANG    3  
 EZ3939
 EZ3939.Superseded values are not recommended for survey control.
 EZ3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3939.See file dsdata.txt to determine how the superseded data were derived.
 EZ3939
 EZ3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1046750557(NAD 83)
 EZ3939_MARKER: DE = TRAVERSE STATION DISK
 EZ3939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3939_STAMPING: BURKHEAD 1975
 EZ3939_MARK LOGO: NCGS  
 EZ3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3939+STABILITY: SURFACE MOTION
 EZ3939
 EZ3939  HISTORY     - Date     Condition        Report By
 EZ3939  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3939
 EZ3939                          STATION DESCRIPTION
 EZ3939
 EZ3939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3939'BURKHEAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3939'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3939'
 EZ3939'BURKHEAD IS LOCATED APPROXIMATELY 2.2 MILES ESE OF ASHEBORO AND
 EZ3939'10.0 MILES WNW OF COLERIDGE.  TO REACH STATION FROM THE
 EZ3939'INTERSECTION OF U.S. 64 WITH NC 42 EAST OF ASHEBORO, PROCEED
 EZ3939'SOUTHEAST ALONG NC 42 FOR 0.6 MILE TO STATION ON THE RIGHT, IN
 EZ3939'YARD OF C. H. BURKHEAD RESIDENCE, AND 0.15 MILE NORTHWEST OF
 EZ3939'INTERSECTION WITH SR 2940.
 EZ3939'
 EZ3939'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3939'BURKHEAD 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3939'WHICH IS FLUSH WITH THE GROUND AND ABOUT 3 FEET LOWER THAN HIGHWAY
 EZ3939'LEVEL.
 EZ3939'
 EZ3939'MARK IS 34.7 FT SW OF C/L OF NC 42
 EZ3939'
 EZ3939'99.2 FT NW OF C/L OF DRIVEWAY TO RESIDENCE
 EZ3939'
 EZ3939'87.7 FT NW OF CENTER OF TOP OF NW END OF DRAIN PIPE UNDER
 EZ3939'DRIVEWAY
 EZ3939'
 EZ3939'7.2 FT SE OF 20 INCH WHITE OAK WITH ALUMINUM REF. TAG
 EZ3939'
 EZ3939'13.8 FT E OF 18 INCH WHITE OAK WITH ALUMINUM REF. TAG
 EZ3939'
 EZ3939'17.7 FT N OF 6 INCH TWIN TRUNK DOGWOOD WITH ALUMINUM REF. TAG
 EZ3939'
 EZ3939'52.7 FT NE OF 14 INCH OAK WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1373 ***********************************************************************
 FA1373  DESIGNATION -  BURL
 FA1373  PID         -  FA1373
 FA1373  STATE/COUNTY-  NC/RUTHERFORD
 FA1373  USGS QUAD   -  FOREST CITY (1993)
 FA1373
 FA1373                         *CURRENT SURVEY CONTROL
 FA1373  ___________________________________________________________________
 FA1373* NAD 83(2001)-  35 18 58.50871(N)    081 49 45.11072(W)     ADJUSTED  
 FA1373* NAVD 88     -       272.764  (meters)     894.89   (feet)  ADJUSTED  
 FA1373  ___________________________________________________________________
 FA1373  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 FA1373  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA1373  DYNAMIC HT  -         272.495 (meters)     894.01  (feet)  COMP
 FA1373  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 FA1373
 FA1373  HORZ ORDER  -  SECOND
 FA1373  VERT ORDER  -  SECOND    CLASS II
 FA1373
 FA1373.The horizontal coordinates were established by classical geodetic methods
 FA1373.and adjusted by the National Geodetic Survey in August 2005.
 FA1373
 FA1373.The orthometric height was determined by differential leveling
 FA1373.and adjusted in June 1991.
 FA1373
 FA1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1373
 FA1373.The geoid height was determined by GEOID03.
 FA1373
 FA1373.The dynamic height is computed by dividing the NAVD 88
 FA1373.geopotential number by the normal gravity value computed on the
 FA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1373.degrees latitude (g = 980.6199 gals.).
 FA1373
 FA1373.The modeled gravity was interpolated from observed gravity values.
 FA1373
 FA1373;                    North         East     Units Scale Factor Converg.
 FA1373;SPC NC       -   177,409.847   352,394.045   MT  0.99987322   -1 37 58.5
 FA1373;SPC NC       -   582,052.14  1,156,146.13   sFT  0.99987322   -1 37 58.5
 FA1373;UTM  17      - 3,908,430.484   424,625.760   MT  0.99967001   -0 28 45.7
 FA1373
 FA1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1373!SPC NC       -   0.99996221  x   0.99987322  =   0.99983543
 FA1373!UTM  17      -   0.99996221  x   0.99967001  =   0.99963223
 FA1373
 FA1373:                Primary Azimuth Mark                     Grid Az
 FA1373:SPC NC       -  COWAN                                    055 59 07.5
 FA1373:UTM  17      -  COWAN                                    054 49 54.7
 FA1373
 FA1373|---------------------------------------------------------------------|
 FA1373| PID    Reference Object                     Distance      Geod. Az  |
 FA1373|                                                           dddmmss.s |
 FA1373| FA1372 COWAN                               APPROX. 0.7 KM 0542109.0 |
 FA1373|---------------------------------------------------------------------|
 FA1373
 FA1373                          SUPERSEDED SURVEY CONTROL
 FA1373
 FA1373  NAD 83(1986)-  35 18 58.52176(N)    081 49 45.11052(W) AD(       ) 2
 FA1373  NAD 27      -  35 18 58.07239(N)    081 49 45.74963(W) AD(       ) 2
 FA1373  NGVD 29 (??/??/92)  273.011  (m)          895.70   (f) ADJ UNCH    2 2
 FA1373
 FA1373.Superseded values are not recommended for survey control.
 FA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1373.See file dsdata.txt to determine how the superseded data were derived.
 FA1373
 FA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2462608430(NAD 83)
 FA1373_MARKER: DE = TRAVERSE STATION DISK
 FA1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1373_STAMPING: BURL 1972
 FA1373_MARK LOGO: NCGS  
 FA1373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1373+STABILITY: SURFACE MOTION
 FA1373
 FA1373  HISTORY     - Date     Condition        Report By
 FA1373  HISTORY     - 1972     MONUMENTED       NCGS
 FA1373  HISTORY     - 19731001 GOOD             NCGS
 FA1373  HISTORY     - 19830101 GOOD             NCGS
 FA1373  HISTORY     - 19960524 GOOD             USPSQD
 FA1373
 FA1373                          STATION DESCRIPTION
 FA1373
 FA1373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA1373'BURL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1373'VICINITY OF FOREST CITY, NORTH CAROLINA.
 FA1373'
 FA1373'BURL IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF FOREST CITY AND
 FA1373'3.0 MILES NORTHWEST OF CAROLEEN.  TO REACH STATION FROM THE
 FA1373'INTERSECTION OF US 74 BYPASS WITH US 221A SOUTH OF FOREST CITY,
 FA1373'PROCEED EAST ALONG US 74 BYPASS FOR 1.55 MILES TO OLD CAROLEEN
 FA1373'ROAD (SR 1901), THENCE SOUTH ALONG OLD CAROLEEN ROAD FOR 0.05 MILE
 FA1373'TO MAIN ENTRANCE TO BURLINGTON INDUSTRY PLANT, AND STATION ON LEFT
 FA1373'IN NORTHEAST QUADRANT.
 FA1373'
 FA1373'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BURL
 FA1373'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1373'FLUSH WITH THE GROUND.
 FA1373'
 FA1373'MARK IS
 FA1373'41.8 FEET E OF C/L OF SR 1901.
 FA1373'24.5 FEET N OF C/L OF DRIVE TO PLANT.
 FA1373'12.0 FEET WSW OF SW CORNER OF CONCRETE BASE OF METAL LAMP POLE.
 FA1373'22.6 FEET S OF SOUTHERNMOST FENCE POST FROM NORTH.
 FA1373'97.5 FEET S OF POWER SERVICE POLE WITH ALUMINUM REF. TAG.
 FA1373'76.8 FEET ENE OF 10 INCH OAK WITH ALUMINUM REF. TAG.
 FA1373'39.5 FEET SSW OF 24 INCH MANHOLE (WATER) IN CENTER OF A 5X10
 FA1373'CONCRETE SLAB.
 FA1373
 FA1373                          STATION RECOVERY (1973)
 FA1373
 FA1373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1373'2.2 MI SE OF FOREST CITY.
 FA1373'TO REACH STATION FROM US 221A OVERPASS OF US 74 BYPASS SOUTH OF FOREST
 FA1373'CITY, PROCEED EAST ALONG US 74 BYPASS FOR 1.55 MILES TO OLD CAROLEEN
 FA1373'ROAD (SR 1901), THENCE SOUTH ALONG OLD CAROLEEN ROAD FOR 0.05 MILE TO
 FA1373'MAIN ENTRANCE TO BURLINGTON INDUSTRY PLANT, AND STATION ON LEFT IN
 FA1373'NORTHEAST QUADRANT.  41.8 FEET EAST OF CENTERLINE OF SR 1901, 24.5
 FA1373'FEET NORTH OF CENTERLINE OF DRIVE TO PLANT, 12.0 FEET WEST-SOUTHWEST
 FA1373'OF SOUTHWEST OF CONCRETE BASE OF METAL LAMP POLE, 22.6 FEET SOUTH OF
 FA1373'SOUTHERNMOST FENCE POST FROM NORTH, 97.5 FEET SOUTH OF POWER SERVICE
 FA1373'POLE WITH ALUMINUM REFERENCE TAG, 76.8 FEET EAST-NORTHEAST OF 10-INCH
 FA1373'OAK WITH ALUMINUM REFERENCE TAG, AND 39.5 FEET SOUTH-SOUTHWEST OF
 FA1373'24-INCH MANHOLE (WATER) IN CENTER OF A 5- BY 10-FOOT CONCRETE SLAB.
 FA1373
 FA1373                          STATION RECOVERY (1983)
 FA1373
 FA1373'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA1373'RECOVERED AS DESCRIBED.
 FA1373
 FA1373                          STATION RECOVERY (1996)
 FA1373
 FA1373'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3333 ***********************************************************************
 FY3333  DESIGNATION -  BURL
 FY3333  PID         -  FY3333
 FY3333  STATE/COUNTY-  NC/ALAMANCE
 FY3333  USGS QUAD   -  BURLINGTON (1981)
 FY3333
 FY3333                         *CURRENT SURVEY CONTROL
 FY3333  ___________________________________________________________________
 FY3333* NAD 83(2001)-  36 04 03.05827(N)    079 25 39.11664(W)     ADJUSTED  
 FY3333* NAVD 88     -       194.1    (meters)     637.     (feet)  VERTCON   
 FY3333  ___________________________________________________________________
 FY3333  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FY3333  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3333  HORZ ORDER  -  SECOND
 FY3333
 FY3333.The horizontal coordinates were established by classical geodetic methods
 FY3333.and adjusted by the National Geodetic Survey in August 2005.
 FY3333
 FY3333.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3333
 FY3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3333
 FY3333.The geoid height was determined by GEOID03.
 FY3333
 FY3333;                    North         East     Units Scale Factor Converg.
 FY3333;SPC NC       -   257,174.962   571,087.333   MT  0.99997384   -0 14 48.3
 FY3333;SPC NC       -   843,748.19  1,873,642.36   sFT  0.99997384   -0 14 48.3
 FY3333;UTM  17      - 3,992,581.224   641,607.368   MT  0.99984708   +0 55 33.3
 FY3333
 FY3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3333!SPC NC       -   0.99997427  x   0.99997384  =   0.99994811
 FY3333!UTM  17      -   0.99997427  x   0.99984708  =   0.99982135
 FY3333
 FY3333:                Primary Azimuth Mark                     Grid Az
 FY3333:SPC NC       -  BURLINGTON MILLS STACK                   019 47 28.2
 FY3333:UTM  17      -  BURLINGTON MILLS STACK                   018 37 06.6
 FY3333
 FY3333|---------------------------------------------------------------------|
 FY3333| PID    Reference Object                     Distance      Geod. Az  |
 FY3333|                                                           dddmmss.s |
 FY3333| FY3334 BURLINGTON MILLS STACK              APPROX. 2.0 KM 0193239.9 |
 FY3333| FY3349 GRAHAM MUNICIPAL TANK               APPROX. 2.5 KM 0674038.5 |
 FY3333| FY3814 BURL RM 1                            34.836 METERS 09814     |
 FY3333| FY3815 BURL RM 2                            25.542 METERS 20552     |
 FY3333| FY3813 BURL AZ MK                                         2162557.8 |
 FY3333| FY0993 THEO                                APPROX. 0.5 KM 2221648.5 |
 FY3333| FY3481 GIBSONVILLE MUNICIPAL TANK          APPROX.11.3 KM 2933702.4 |
 FY3333| FY3477 ELON COLL MUNICIPAL TANK            APPROX. 7.9 KM 2951824.7 |
 FY3333| FY3336 BURLINGTON RADIO STA WBBB MAST      APPROX. 6.2 KM 3020558.3 |
 FY3333| FY3337 BURLINGTON RADIO STA WFNS MAST      APPROX. 5.8 KM 3394240.9 |
 FY3333| FY3335 BURLINGTON MUNICIPAL TANK           APPROX. 3.7 KM 3434159.6 |
 FY3333|---------------------------------------------------------------------|
 FY3333
 FY3333                          SUPERSEDED SURVEY CONTROL
 FY3333
 FY3333  NAD 83(1993)-  36 04 03.06100(N)    079 25 39.12473(W) AD(       ) 2
 FY3333  NAD 83(1986)-  36 04 03.05911(N)    079 25 39.12522(W) AD(       ) 2
 FY3333  NAD 27      -  36 04 02.57048(N)    079 25 40.05120(W) AD(       ) 2
 FY3333  NGVD 29 (07/19/86)  194.4    (m)          638.     (f) VERT ANG    3  
 FY3333
 FY3333.Superseded values are not recommended for survey control.
 FY3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3333.See file dsdata.txt to determine how the superseded data were derived.
 FY3333
 FY3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4160792581(NAD 83)
 FY3333_MARKER: DS = TRIANGULATION STATION DISK
 FY3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3333+STABILITY: SURFACE MOTION
 FY3333
 FY3333  HISTORY     - Date     Condition        Report By
 FY3333  HISTORY     - 1954     MONUMENTED       CGS
 FY3333  HISTORY     - 1961     GOOD             NCGS
 FY3333  HISTORY     - 1971     MARK NOT FOUND   NGS
 FY3333  HISTORY     - 20020709 SEE DESCRIPTION  NCGS
 FY3333  HISTORY     - 20040613 MARK NOT FOUND   USPSQD
 FY3333  HISTORY     - 20050927 MARK NOT FOUND   USPSQD
 FY3333
 FY3333                          STATION DESCRIPTION
 FY3333
 FY3333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3333'STATION IS LOCATED BETWEEN STATE HIGHWAYS 49 AND 54 AT THE
 FY3333'JUNCTION OF STATE HIGHWAY 100 ABOUT 2 MILES SOUTH OF BURLINGTON
 FY3333'AND ABOUT 1-1/2 MILES WEST OF GRAHAM.  IT IS 110 FEET SOUTHEAST OF
 FY3333'THE INTERSECTION OF THE THREE HIGHWAYS, 31 FEET SOUTH OF THE
 FY3333'CENTER OF HIGHWAY 54, 26 FEET NORTH OF THE CENTER OF HIGHWAY 49
 FY3333'AND 24 FEET EAST OF A 16 INCH PINE TREE.  THE MARK IS FLUSH AND
 FY3333'THE DISK IS STAMPED BURL 1954.
 FY3333'
 FY3333'REFERENCE MARK NO. 1 IS IN THE CONCRETE ISLAND BETWEEN TWO GAS
 FY3333'PUMPS, 30 FEET SOUTH OF THE CENTER OF HIGHWAY 49 AND 16 FEET NORTH
 FY3333'OF THE FRONT ENTRANCE TO A BUILDING.  THE DISK IS SET FLUSH IN A
 FY3333'DRILLHOLE IN THE CONCRETE ISLAND AND IT IS STAMPED BURL NO 1 1954.
 FY3333'
 FY3333'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF HIGHWAY
 FY3333'49 AND 2 FEET WEST OF A POWER POLE.  THE MARK PROJECTS ABOUT 3
 FY3333'INCHES AND THE DISK IS STAMPED BURL NO 2 1954.
 FY3333'
 FY3333'AZIMUTH MARK IS IN THE NORTH ABUTMENT OF THE EAST END OF THE
 FY3333'HIGHWAY OVERPASS OVER STATE HIGHWAY 49.  THE DISK IS SET FLUSH
 FY3333'IN A DRILLHOLE IN THE CONCRETE ABUTMENT AND IT IS STAMPED BURL
 FY3333'1954.
 FY3333'
 FY3333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 FY3333'49 FOR 0.3 MILES TO THE OVERPASS AND THE MARK AS DESCRIBED.
 FY3333'
 FY3333'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FY3333
 FY3333                          STATION RECOVERY (1961)
 FY3333
 FY3333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FY3333'BURL 1954 GOOD
 FY3333'
 FY3333'RM 1 GOOD
 FY3333'
 FY3333'RM 2 GOOD
 FY3333'
 FY3333'AZ. MARK GOOD, MOTEL IN LINE OF SITE
 FY3333
 FY3333                          STATION RECOVERY (1971)
 FY3333
 FY3333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DB)
 FY3333'UNABLE TO LOCATE.
 FY3333
 FY3333                          STATION RECOVERY (2002)
 FY3333
 FY3333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 FY3333'NOT FOUND, BELIEVED LOST TO DEVELOPMENT. RTK GPS POSITION FALLS IN
 FY3333'PAVEMENT AT HARDIN ST. ENTRANCE TO KFC RESTAURANT. RMS AND AZ MARK NOT
 FY3333'RECOVERED THIS DATE.
 FY3333
 FY3333                          STATION RECOVERY (2004)
 FY3333
 FY3333'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3333'MARK NOT FOUND.
 FY3333
 FY3333                          STATION RECOVERY (2005)
 FY3333
 FY3333'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4160 ***********************************************************************
 FB4160  DESIGNATION -  BURL
 FB4160  PID         -  FB4160
 FB4160  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4160  USGS QUAD   -  BREVARD (1991)
 FB4160
 FB4160                         *CURRENT SURVEY CONTROL
 FB4160  ___________________________________________________________________
 FB4160* NAD 83(2007)-  35 14 34.56092(N)    082 44 36.62098(W)     ADJUSTED  
 FB4160* NAVD 88     -       708.1    (meters)    2323.     (feet)  VERTCON   
 FB4160  ___________________________________________________________________
 FB4160  EPOCH DATE  -        2002.00
 FB4160  X           -     658,773.995 (meters)                     COMP
 FB4160  Y           -  -5,173,702.464 (meters)                     COMP
 FB4160  Z           -   3,660,302.980 (meters)                     COMP
 FB4160  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 FB4160  ELLIP HEIGHT-         678.184 (meters)          (02/10/07) ADJUSTED
 FB4160  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 FB4160
 FB4160  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4160  Type    PID    Designation                      North   East  Ellip
 FB4160  -------------------------------------------------------------------
 FB4160  NETWORK FB4160 BURL                              1.02   1.12   2.21
 FB4160  -------------------------------------------------------------------
 FB4160
 FB4160.The horizontal coordinates were established by GPS observations
 FB4160.and adjusted by the National Geodetic Survey in February 2007.
 FB4160
 FB4160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4160.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4160.The horizontal coordinates are valid at the epoch date displayed above.
 FB4160.The epoch date for horizontal control is a decimal equivalence
 FB4160.of Year/Month/Day.
 FB4160
 FB4160.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4160
 FB4160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4160
 FB4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4160
 FB4160.The ellipsoidal height was determined by GPS observations
 FB4160.and is referenced to NAD 83.
 FB4160
 FB4160.The geoid height was determined by GEOID03.
 FB4160
 FB4160;                    North         East     Units Scale Factor Converg.
 FB4160;SPC NC       -   172,033.859   269,000.656   MT  0.99987260   -2 09 38.3
 FB4160;SPC NC       -   564,414.42    882,546.32   sFT  0.99987260   -2 09 38.3
 FB4160;UTM  17      - 3,901,377.033   341,365.606   MT  0.99991014   -1 00 22.6
 FB4160
 FB4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4160!SPC NC       -   0.99989356  x   0.99987260  =   0.99976618
 FB4160!UTM  17      -   0.99989356  x   0.99991014  =   0.99980371
 FB4160
 FB4160                          SUPERSEDED SURVEY CONTROL
 FB4160
 FB4160  NAD 83(2001)-  35 14 34.56064(N)    082 44 36.62146(W) AD(       ) 1
 FB4160  ELLIP H (03/13/03)  678.210  (m)                       GP(       ) 4 2
 FB4160  NAD 83(1995)-  35 14 34.56146(N)    082 44 36.62096(W) AD(       ) 1
 FB4160  NAD 83(1986)-  35 14 34.56657(N)    082 44 36.61928(W) AD(       ) 2
 FB4160  NAD 83(1986)-  35 14 34.56657(N)    082 44 36.61928(W) AD(       ) 1
 FB4160  NGVD 29 (11/15/93)  708.1    (m)         2323.     (f) GPS OBS     3  
 FB4160
 FB4160.Superseded values are not recommended for survey control.
 FB4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4160.See file dsdata.txt to determine how the superseded data were derived.
 FB4160
 FB4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4136601377(NAD 83)
 FB4160_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4160_SP_SET: CONCRETE POST
 FB4160_STAMPING: BURL 1990
 FB4160_MARK LOGO: NCGS  
 FB4160_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4160+STABILITY: SURFACE MOTION
 FB4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4160+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4160
 FB4160  HISTORY     - Date     Condition        Report By
 FB4160  HISTORY     - 1990     MONUMENTED       NCGS
 FB4160
 FB4160                          STATION DESCRIPTION
 FB4160
 FB4160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4160'STATION IS LOCATED IN BREVARD.
 FB4160'PROCEED ALONG CALDWELL STREET FOR 0.55 KM (0.34 MI) NORTHEAST FROM
 FB4160'WEST MAIN STREET, IN BREVARD (1 BLOCK WEST OF THE COURTHOUSE), THENCE
 FB4160'WEST ALONG WHITMIRE STREET FOR 0.9 KM (0.6 MI) , THENCE NORTHWEST
 FB4160'ALONG SR 1352 (BURRELL MOUNTAIN ROAD) FOR 0.3 KM (0.2 MI) TO STATION
 FB4160'ACROSS ROAD FROM 104 BURRELL MOUNTAIN ROAD.
 FB4160'MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD AND FLUSH WITH THE GROUND.
 FB4160'LOCATED 4.70 M (15.42 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FB4160'24.70 M (81.04 FT) NORTHWEST OF A STORM DRAIN GRATE, 32.10 M
 FB4160'(105.31 FT) NORTHWEST OF THE CENTERLINE OF BURRELL MOUNTAIN ROAD AT
 FB4160'INTERSECTION OF PRIVATE ROAD, AND 8.50 M (27.89 FT) SOUTHEAST OF A
 FB4160'3-INCH POPLAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4161 ***********************************************************************
 FB4161  DESIGNATION -  BURL AZ MK
 FB4161  PID         -  FB4161
 FB4161  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4161  USGS QUAD   -  BREVARD (1991)
 FB4161
 FB4161                         *CURRENT SURVEY CONTROL
 FB4161  ___________________________________________________________________
 FB4161* NAD 83(2001)-  35 14 29.82431(N)    082 44 33.13787(W)     ADJUSTED  
 FB4161* NAVD 88     -       695.1    (meters)    2281.     (feet)  VERTCON   
 FB4161  ___________________________________________________________________
 FB4161  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 FB4161  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 FB4161  HORZ ORDER  -  SECOND
 FB4161
 FB4161.The horizontal coordinates were established by classical geodetic methods
 FB4161.and adjusted by the National Geodetic Survey in August 2005.
 FB4161
 FB4161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4161
 FB4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4161
 FB4161.The geoid height was determined by GEOID03.
 FB4161
 FB4161;                    North         East     Units Scale Factor Converg.
 FB4161;SPC NC       -   171,884.689   269,083.143   MT  0.99987261   -2 09 36.3
 FB4161;SPC NC       -   563,925.02    882,816.94   sFT  0.99987261   -2 09 36.3
 FB4161;UTM  17      - 3,901,229.550   341,451.085   MT  0.99990980   -1 00 20.5
 FB4161
 FB4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4161!SPC NC       -   0.99989561  x   0.99987261  =   0.99976823
 FB4161!UTM  17      -   0.99989561  x   0.99990980  =   0.99980542
 FB4161
 FB4161                          SUPERSEDED SURVEY CONTROL
 FB4161
 FB4161  NAD 83(1995)-  35 14 29.82512(N)    082 44 33.13739(W) AD(       ) 2
 FB4161  NAD 83(1986)-  35 14 29.83025(N)    082 44 33.13574(W) AD(       ) 2
 FB4161  NGVD 29 (11/15/93)  695.1    (m)         2281.     (f) VERT ANG    3  
 FB4161
 FB4161.Superseded values are not recommended for survey control.
 FB4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4161.See file dsdata.txt to determine how the superseded data were derived.
 FB4161
 FB4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4145101230(NAD 83)
 FB4161_MARKER: DZ = AZIMUTH MARK DISK
 FB4161_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB4161_SP_SET: PREFAB CONC. POST IN EARTH
 FB4161_STAMPING: BURL 1990
 FB4161_MARK LOGO: NCGS  
 FB4161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB4161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4161+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4161
 FB4161  HISTORY     - Date     Condition        Report By
 FB4161  HISTORY     - 1990     MONUMENTED       NCGS
 FB4161
 FB4161                          STATION DESCRIPTION
 FB4161
 FB4161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4161'STATION IS LOCATED IN BREVARD.
 FB4161'PROCEED ALONG CALDWELL STREET FOR 0.55 KM (0.34 MI) NORTHEAST FROM
 FB4161'WEST MAIN STREET, IN BREVARD (1 BLOCK WEST OF THE COURTHOUSE), THENCE
 FB4161'WEST FOR 0.9 KM (0.6 MI) ALONG WHITMIRE STREET, THENCE NORTHWEST
 FB4161'ALONG SR 1352 (BURRELL MOUNTAIN ROAD) FOR 0.15 KM (0.09 MI) TO
 FB4161'STATION ON BANK.
 FB4161'MARK IS ABOUT 10 FEET HIGHER THAN ROAD AND PROJECTS 12 INCHES ABOVE
 FB4161'GROUND, DRILLED INTO THE TOP OF A CONCRETE RIGHT-OF-WAY MONUMENT.
 FB4161'LOCATED 9.15 M (30.02 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 FB4161'12.65 M (41.50 FT) EAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 FB4161'21.50 M (70.54 FT) SOUTHEAST OF THE CENTER OF AN ASPHALT DRIVE, AND
 FB4161'6.68 M (21.92 FT) NORTHWEST OF A UTILITY POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI6530 ***********************************************************************
 AI6530  DESIGNATION -  BURLESON
 AI6530  PID         -  AI6530
 AI6530  STATE/COUNTY-  NC/MITCHELL
 AI6530  USGS QUAD   -  SPRUCE PINE (1994)
 AI6530
 AI6530                         *CURRENT SURVEY CONTROL
 AI6530  ___________________________________________________________________
 AI6530* NAD 83(2007)-  35 55 44.57675(N)    082 03 10.63402(W)     ADJUSTED  
 AI6530* NAVD 88     -       838.8    (meters)    2752.     (feet)  GPS OBS   
 AI6530  ___________________________________________________________________
 AI6530  EPOCH DATE  -        2002.00
 AI6530  X           -     714,969.399 (meters)                     COMP
 AI6530  Y           -  -5,121,612.987 (meters)                     COMP
 AI6530  Z           -   3,722,293.882 (meters)                     COMP
 AI6530  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AI6530  ELLIP HEIGHT-         808.021 (meters)          (02/10/07) ADJUSTED
 AI6530  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 AI6530
 AI6530  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6530  Type    PID    Designation                      North   East  Ellip
 AI6530  -------------------------------------------------------------------
 AI6530  NETWORK AI6530 BURLESON                          0.92   0.82   1.35
 AI6530  -------------------------------------------------------------------
 AI6530
 AI6530.The horizontal coordinates were established by GPS observations
 AI6530.and adjusted by the National Geodetic Survey in February 2007.
 AI6530
 AI6530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6530.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6530.The horizontal coordinates are valid at the epoch date displayed above.
 AI6530.The epoch date for horizontal control is a decimal equivalence
 AI6530.of Year/Month/Day.
 AI6530
 AI6530.The orthometric height was determined by GPS observations and a
 AI6530.high-resolution geoid model.
 AI6530
 AI6530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6530
 AI6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6530
 AI6530.The ellipsoidal height was determined by GPS observations
 AI6530.and is referenced to NAD 83.
 AI6530
 AI6530.The geoid height was determined by GEOID03.
 AI6530
 AI6530;                    North         East     Units Scale Factor Converg.
 AI6530;SPC NC       -   245,964.482   334,148.593   MT  0.99994234   -1 45 43.5
 AI6530;SPC NC       -   806,968.47  1,096,285.84   sFT  0.99994234   -1 45 43.5
 AI6530;UTM  17      - 3,976,591.192   405,013.155   MT  0.99971117   -0 37 04.4
 AI6530
 AI6530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6530!SPC NC       -   0.99987320  x   0.99994234  =   0.99981554
 AI6530!UTM  17      -   0.99987320  x   0.99971117  =   0.99958440
 AI6530
 AI6530                          SUPERSEDED SURVEY CONTROL
 AI6530
 AI6530  NAD 83(2001)-  35 55 44.57695(N)    082 03 10.63386(W) AD(       ) 1
 AI6530  ELLIP H (03/13/03)  808.032  (m)                       GP(       ) 4 2
 AI6530  NAD 83(1986)-  35 55 44.58613(N)    082 03 10.63798(W) AD(       ) 1
 AI6530
 AI6530.Superseded values are not recommended for survey control.
 AI6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6530.See file dsdata.txt to determine how the superseded data were derived.
 AI6530
 AI6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0501376591(NAD 83)
 AI6530_MARKER: DH = HORIZONTAL CONTROL DISK
 AI6530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6530_STAMPING: BURLESON 1994
 AI6530_MARK LOGO: NCGS  
 AI6530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6530+STABILITY: SURFACE MOTION
 AI6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6530+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 AI6530
 AI6530  HISTORY     - Date     Condition        Report By
 AI6530  HISTORY     - 1994     MONUMENTED       NCGS
 AI6530  HISTORY     - 19940921 GOOD             NCGS
 AI6530
 AI6530                          STATION DESCRIPTION
 AI6530
 AI6530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI6530'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHEAST OF SPRUCE PINE AND
 AI6530'3.0 MI (4.8 KM) NORTHWEST OF ALTAPASS.  PROCEED ALONG US 19 EAST
 AI6530'BYPASS FOR 1.4 MI (2.3 KM) EAST FROM NC 226 (IN SOUTH SPRUCE PINE) ,
 AI6530'THENCE NORTH FOR 0.3 MI (0.5 KM) ALONG SR 1143-BEAVER CREEK ROAD,
 AI6530'THENCE NORTHEAST FOR 0.2 MI (0.3 KM) ALONG SR 1140-ROCK BRANCH ROAD,
 AI6530'THENCE NORTHEAST FOR 0.15 MI (0.24 KM) ALONG SR 1139-CROWDER ROAD,
 AI6530'THENCE WEST FOR 0.1 MI (0.2 KM) ALONG GRAVEL DRIVE TO A ONE STORY
 AI6530'FRAME HOUSE AND STATION IN FRONT YARD NEAR FENCE.  MARK IS ABOUT 10
 AI6530'FEET (3.0 M) HIGHER THAN DRIVE AND IS RECESSED 1 INCH BELOW GROUND.
 AI6530'LOCATED 39.5 FT (12.0 M) NORTHEAST OF THE CENTERLINE OF GRAVEL DRIVE,
 AI6530'33.7 FT (10.3 M) SOUTHEAST OF THE SOUTHWEST CORNER AND 40.7 FT (12.4
 AI6530'M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE, 26.1 FT (8.0 M)
 AI6530'NORTHWEST OF THE SOUTHEAST CORNER OF RAIL FENCE, 37.7 FT (11.5 M)
 AI6530'EAST-SOUTHEAST OF THE NORTHWEST END AND 90.3 FT (27.5 M)
 AI6530'SOUTH-SOUTHWEST OF THE NORTHEAST END OF RAIL FENCE.  SPRUCE PINE
 AI6530'LOOKOUT TOWER IS VISIBLE FROM THIS STATION FOR AN AZIMUTH.
 AI6530
 AI6530                          STATION RECOVERY (1994)
 AI6530
 AI6530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AI6530'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0996 ***********************************************************************
 FY0996  DESIGNATION -  BURLINGTON
 FY0996  PID         -  FY0996
 FY0996  STATE/COUNTY-  NC/ALAMANCE
 FY0996  USGS QUAD   -  BURLINGTON (1981)
 FY0996
 FY0996                         *CURRENT SURVEY CONTROL
 FY0996  ___________________________________________________________________
 FY0996* NAD 83(2001)-  36 02 54.20869(N)    079 28 45.05991(W)     ADJUSTED  
 FY0996* NAVD 88     -       184.593  (meters)     605.62   (feet)  ADJUSTED  
 FY0996  ___________________________________________________________________
 FY0996  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 FY0996  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY0996  DYNAMIC HT  -         184.448 (meters)     605.14  (feet)  COMP
 FY0996  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 FY0996
 FY0996  HORZ ORDER  -  SECOND
 FY0996  VERT ORDER  -  SECOND    CLASS 0
 FY0996
 FY0996.This mark is at Burlington-Alamance Airport (BUY)
 FY0996
 FY0996.The horizontal coordinates were established by classical geodetic methods
 FY0996.and adjusted by the National Geodetic Survey in August 2005.
 FY0996
 FY0996.The orthometric height was determined by differential leveling
 FY0996.and adjusted in June 1991.
 FY0996
 FY0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY0996
 FY0996.The geoid height was determined by GEOID03.
 FY0996
 FY0996.The dynamic height is computed by dividing the NAVD 88
 FY0996.geopotential number by the normal gravity value computed on the
 FY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0996.degrees latitude (g = 980.6199 gals.).
 FY0996
 FY0996.The modeled gravity was interpolated from observed gravity values.
 FY0996
 FY0996;                    North         East     Units Scale Factor Converg.
 FY0996;SPC NC       -   255,074.199   566,424.197   MT  0.99996914   -0 16 35.7
 FY0996;SPC NC       -   836,855.93  1,858,343.39   sFT  0.99996914   -0 16 35.7
 FY0996;UTM  17      - 3,990,385.797   636,988.794   MT  0.99983123   +0 53 42.3
 FY0996
 FY0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY0996!SPC NC       -   0.99997577  x   0.99996914  =   0.99994491
 FY0996!UTM  17      -   0.99997577  x   0.99983123  =   0.99980700
 FY0996
 FY0996|---------------------------------------------------------------------|
 FY0996| PID    Reference Object                     Distance      Geod. Az  |
 FY0996|                                                           dddmmss.s |
 FY0996| FY3329 AIRPORT BCN BURLINGTON AIRPORT       63.770 METERS 02735     |
 FY0996| FY3816 BURLINGTON RM 1                      23.987 METERS 04942     |
 FY0996| FY3338 BURLINGTON AZ MK                    384.242 METERS 28102     |
 FY0996| FY3817 BURLINGTON RM 2                      25.115 METERS 30941     |
 FY0996| FY3336 BURLINGTON RADIO STA WBBB MAST      APPROX. 5.4 KM 3534159.4 |
 FY0996|---------------------------------------------------------------------|
 FY0996
 FY0996                          SUPERSEDED SURVEY CONTROL
 FY0996
 FY0996  NAD 83(1993)-  36 02 54.21153(N)    079 28 45.06788(W) AD(       ) 2
 FY0996  NAD 83(1986)-  36 02 54.21041(N)    079 28 45.06762(W) AD(       ) 2
 FY0996  NAD 27      -  36 02 53.72234(N)    079 28 45.98855(W) AD(       ) 2
 FY0996  NGVD 29 (??/??/92)  184.852  (m)          606.47   (f) ADJ UNCH    2 0
 FY0996
 FY0996.Superseded values are not recommended for survey control.
 FY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0996.See file dsdata.txt to determine how the superseded data were derived.
 FY0996
 FY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3698990386(NAD 83)
 FY0996_MARKER: DS = TRIANGULATION STATION DISK
 FY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0996_STAMPING: BURLINGTON 1954
 FY0996_MARK LOGO: CGS   
 FY0996_PROJECTION: FLUSH
 FY0996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0996+STABILITY: SURFACE MOTION
 FY0996
 FY0996  HISTORY     - Date     Condition        Report By
 FY0996  HISTORY     - 1954     MONUMENTED       CGS
 FY0996  HISTORY     - 1954     GOOD             NCGS
 FY0996  HISTORY     - 1961     GOOD             NCGS
 FY0996  HISTORY     - 1971     GOOD             NGS
 FY0996  HISTORY     - 19900807 GOOD             NCGS
 FY0996  HISTORY     - 19920724 GOOD             USPSQD
 FY0996  HISTORY     - 20000222 GOOD             NCGS
 FY0996
 FY0996                          STATION DESCRIPTION
 FY0996
 FY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY0996'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF BURLINGTON,
 FY0996'ABOUT 5 MILES WEST OF GRAHAM AND AT THE BURLINGTON MUNICIPAL
 FY0996'AIRPORT.  IT IS 48 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 FY0996'ROAD, 23 FEET NORTH OF THE NORTHWEST CORNER OF THE HANGAR AND
 FY0996'17 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 FY0996'DISK IS STAMPED---BURLINGTON 1954---.
 FY0996'
 FY0996'REFERENCE MARK NO. 1 IS 70 FEET SOUTHEAST OF THE CENTER OF THE
 FY0996'GRAVEL ROAD AND 15 FEET WEST OF THE NORTHEAST CORNER OF THE
 FY0996'HANGAR.  THE MARK IS FLUSH AND THE DISK IS STAMPED---BURLINGTON
 FY0996'NO 1 1954---.
 FY0996'
 FY0996'REFERENCE MARK NO. 2 IS 34 FEET NORTHWEST OF THE CENTER OF THE
 FY0996'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED---BURLINGTON NO
 FY0996'2 1954---.
 FY0996'
 FY0996'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF A GRAVEL
 FY0996'ROAD, 9 FEET NORTHEAST OF THE NORTH END OF A BOARD FENCE AND 7
 FY0996'FEET WEST OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH
 FY0996'AND THE DISK IS STAMPED---BURLINGTON 1954---.
 FY0996'
 FY0996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 FY0996'STATE HIGHWAY 62, ABOUT 1.5 MILES WEST OF BURLINGTON, GO
 FY0996'SOUTH FOR 2.6 MILES TO CROSSROADS, TURN LEFT AND GO 0.1 MILE
 FY0996'TO STATION AS DESCRIBED.
 FY0996'
 FY0996'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.25
 FY0996'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FY0996'
 FY0996'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FY0996
 FY0996                          STATION RECOVERY (1954)
 FY0996
 FY0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1954
 FY0996'4 MI SW FROM BURLINGTON.
 FY0996'STATION IS ABOUT 4 MILES SW OF BURLINGTON, ABOUT 5 MILES W OF
 FY0996'GRAHAM AND AT THE BURLINGTON MUNICIPAL AIRPORT, 48.0 FT SE OF
 FY0996'THE CENTER OF A GRAVEL ROAD, 23.0 FT N OF NW CORNER OF THE
 FY0996'HANGAR AND 17.0 FT E OF WHITE WITNESS POST.  STATION IS FLUSH WITH
 FY0996'THE GROUND.
 FY0996
 FY0996                          STATION RECOVERY (1961)
 FY0996
 FY0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FY0996'BURLINGTON GOOD
 FY0996'
 FY0996'RM 1 GOOD
 FY0996'
 FY0996'RM 2 GOOD
 FY0996'
 FY0996'AZ. MARK GOOD
 FY0996
 FY0996                          STATION RECOVERY (1971)
 FY0996
 FY0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DB)
 FY0996'BURLINGTON 1954 RECOVERED IN GOOD CONDITION.
 FY0996
 FY0996                          STATION RECOVERY (1990)
 FY0996
 FY0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 FY0996'RECOVERED IN GOOD CONDITION.  NOTE CHANGES--REFERENCE MARK 2 AND THE
 FY0996'AZIMUTH MARK WERE NOT FOUND. MARK IS LOCATED 23.4 FT (7.1 M) EAST OF
 FY0996'THE NORTHERN MOST 4-INCH IRON PIPE ON DOOR TRACK, 3.0 FT (0.9 M)
 FY0996'SOUTHWEST OF A 6-FOOT HIGH CHAIN LINK FENCE, 14.6 FT (4.5 M)
 FY0996'WEST-NORTHWEST OF A FENCE POST AT THE SOUTHEAST END OF THE FENCE, AND
 FY0996'21.0 FT (6.4 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 FY0996
 FY0996                          STATION RECOVERY (1992)
 FY0996
 FY0996'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 FY0996'RECOVERED IN GOOD CONDITION.
 FY0996
 FY0996                          STATION RECOVERY (2000)
 FY0996
 FY0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000
 FY0996'RECOVERED AS DESCRIBED. MARK IS ON RIGHT AS ASPHALT ROAD FROM NC 62 TO
 FY0996'AIRPORT AS ROAD APPROACHES MAIN FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4536 ***********************************************************************
 EZ4536  DESIGNATION -  BURLINGTON
 EZ4536  PID         -  EZ4536
 EZ4536  STATE/COUNTY-  NC/WAYNE
 EZ4536  USGS QUAD   -  MOUNT OLIVE (1977)
 EZ4536
 EZ4536                         *CURRENT SURVEY CONTROL
 EZ4536  ___________________________________________________________________
 EZ4536* NAD 83(2001)-  35 12 35.04031(N)    078 04 51.62177(W)     ADJUSTED  
 EZ4536* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 EZ4536  ___________________________________________________________________
 EZ4536  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 EZ4536  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EZ4536  HORZ ORDER  -  SECOND
 EZ4536
 EZ4536.The horizontal coordinates were established by classical geodetic methods
 EZ4536.and adjusted by the National Geodetic Survey in August 2005.
 EZ4536
 EZ4536.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4536
 EZ4536.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4536
 EZ4536.The geoid height was determined by GEOID03.
 EZ4536
 EZ4536;                    North         East     Units Scale Factor Converg.
 EZ4536;SPC NC       -   162,315.386   693,268.037   MT  0.99987286   +0 31 49.5
 EZ4536;SPC NC       -   532,529.73  2,274,496.88   sFT  0.99987286   +0 31 49.5
 EZ4536;UTM  17      - 3,900,206.735   765,720.426   MT  1.00047026   +1 41 02.4
 EZ4536;UTM  18      - 3,900,652.524   219,526.696   MT  1.00056959   -1 46 39.3
 EZ4536
 EZ4536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4536!SPC NC       -   0.99999805  x   0.99987286  =   0.99987091
 EZ4536!UTM  17      -   0.99999805  x   1.00047026  =   1.00046831
 EZ4536!UTM  18      -   0.99999805  x   1.00056959  =   1.00056764
 EZ4536
 EZ4536:                Primary Azimuth Mark                     Grid Az
 EZ4536:SPC NC       -  SWAMP                                    149 07 42.4
 EZ4536:UTM  17      -  SWAMP                                    147 58 29.5
 EZ4536:UTM  18      -  SWAMP                                    151 26 11.2
 EZ4536
 EZ4536|---------------------------------------------------------------------|
 EZ4536| PID    Reference Object                     Distance      Geod. Az  |
 EZ4536|                                                           dddmmss.s |
 EZ4536| EZ2182 SWAMP                               APPROX. 0.7 KM 1493931.9 |
 EZ4536|---------------------------------------------------------------------|
 EZ4536
 EZ4536                          SUPERSEDED SURVEY CONTROL
 EZ4536
 EZ4536  NAD 83(1986)-  35 12 35.05063(N)    078 04 51.62875(W) AD(       ) 2
 EZ4536  NAD 27      -  35 12 34.46223(N)    078 04 52.66232(W) AD(       ) 2
 EZ4536  NGVD 29 (07/19/86)   47.7    (m)          156.     (f) VERT ANG    3  
 EZ4536
 EZ4536.Superseded values are not recommended for survey control.
 EZ4536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4536.See file dsdata.txt to determine how the superseded data were derived.
 EZ4536
 EZ4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6572000207(NAD 83)
 EZ4536_MARKER: DE = TRAVERSE STATION DISK
 EZ4536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4536_STAMPING: BURLINGTON 1976
 EZ4536_MARK LOGO: NCGS  
 EZ4536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4536+STABILITY: SURFACE MOTION
 EZ4536
 EZ4536  HISTORY     - Date     Condition        Report By
 EZ4536  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4536  HISTORY     - 1987     GOOD             USPSQD
 EZ4536
 EZ4536                          STATION DESCRIPTION
 EZ4536
 EZ4536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ4536'BURLINGTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ4536'ESTABLISHED IN THE VICINITY OF MOUNT OLIVE, NORTH CAROLINA.
 EZ4536'
 EZ4536'BURLINGTON IS LOCATED APPROXIMATELY 1.1 MILE NORTHWEST OF
 EZ4536'MOUNT OLIVE.  TO REACH STATION FROM THE U.S. 117 BYPASS OVERPASS
 EZ4536'OF NC 55 AT MOUNT OLIVE, PROCEED WEST ALONG NC 55 FOR 0.8 MILE TO
 EZ4536'SR 1135 TO STATION ON LEFT IN SOUTHEAST QUADRANT OF THE CROSSROADS
 EZ4536'AND ACROSS HIGHWAY FROM BURLINGTON HOUSE MT. OLIVE PLANT.
 EZ4536'
 EZ4536'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4536'BURLINGTON 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4536'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4536'
 EZ4536'MARK IS 76.5 FT SSE OF C/L NC 55
 EZ4536'
 EZ4536'75.9 FT E OF C/L SR 1135
 EZ4536'
 EZ4536'22.0 FT W OF PP WITH ALUMINUM REF. TAG
 EZ4536'
 EZ4536'10.0 W OF R/W MARKER
 EZ4536'
 EZ4536'30.8 FT SE OF SOUTH END OF A 24 INCH PIPE UNDER NC 55
 EZ4536
 EZ4536                          STATION RECOVERY (1987)
 EZ4536
 EZ4536'RECOVERY NOTE BY US POWER SQUADRON 1987 (PS)
 EZ4536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3338 ***********************************************************************
 FY3338  DESIGNATION -  BURLINGTON AZ MK
 FY3338  PID         -  FY3338
 FY3338  STATE/COUNTY-  NC/ALAMANCE
 FY3338  USGS QUAD   -  BURLINGTON (1981)
 FY3338
 FY3338                         *CURRENT SURVEY CONTROL
 FY3338  ___________________________________________________________________
 FY3338* NAD 83(2001)-  36 02 56.59518(N)    079 29 00.12705(W)     ADJUSTED  
 FY3338* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 FY3338  ___________________________________________________________________
 FY3338  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FY3338  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3338  HORZ ORDER  -  SECOND
 FY3338
 FY3338.The horizontal coordinates were established by classical geodetic methods
 FY3338.and adjusted by the National Geodetic Survey in August 2005.
 FY3338
 FY3338.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3338
 FY3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3338
 FY3338.The geoid height was determined by GEOID03.
 FY3338
 FY3338;                    North         East     Units Scale Factor Converg.
 FY3338;SPC NC       -   255,149.581   566,047.438   MT  0.99996930   -0 16 44.3
 FY3338;SPC NC       -   837,103.25  1,857,107.30   sFT  0.99996930   -0 16 44.3
 FY3338;UTM  17      - 3,990,453.450   636,610.625   MT  0.99982995   +0 53 33.5
 FY3338
 FY3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3338!SPC NC       -   0.99997494  x   0.99996930  =   0.99994424
 FY3338!UTM  17      -   0.99997494  x   0.99982995  =   0.99980490
 FY3338
 FY3338|---------------------------------------------------------------------|
 FY3338| PID    Reference Object                     Distance      Geod. Az  |
 FY3338|                                                           dddmmss.s |
 FY3338| FY0996 BURLINGTON                          384.242 METERS 10102     |
 FY3338| FY3331 BAC                                 430.867 METERS 1073500.3 |
 FY3338|---------------------------------------------------------------------|
 FY3338
 FY3338                          SUPERSEDED SURVEY CONTROL
 FY3338
 FY3338  NAD 83(1993)-  36 02 56.59802(N)    079 29 00.13496(W) AD(       ) 2
 FY3338  NAD 83(1986)-  36 02 56.59693(N)    079 29 00.13492(W) AD(       ) 2
 FY3338  NAD 27      -  36 02 56.10884(N)    079 29 01.05447(W) AD(       ) 2
 FY3338  NGVD 29 (07/19/86)  190.1    (m)          624.     (f) VERT ANG    3  
 FY3338
 FY3338.Superseded values are not recommended for survey control.
 FY3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3338.See file dsdata.txt to determine how the superseded data were derived.
 FY3338
 FY3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3661190453(NAD 83)
 FY3338_MARKER: DZ = AZIMUTH MARK DISK
 FY3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FY3338_STAMPING: BURLINGTON 1954
 FY3338_MARK LOGO: CGS   
 FY3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3338+STABILITY: SURFACE MOTION
 FY3338
 FY3338  HISTORY     - Date     Condition        Report By
 FY3338  HISTORY     - 1954     MONUMENTED       CGS
 FY3338  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 FY3338  HISTORY     - 20050928 MARK NOT FOUND   USPSQD
 FY3338
 FY3338                          STATION DESCRIPTION
 FY3338
 FY3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 FY3338'THE MARK IS 23 FEET SOUTH OF THE CENTER OF A GRAVEL
 FY3338'ROAD, 9 FEET NORTHEAST OF THE NORTH END OF A BOARD FENCE AND 7
 FY3338'FEET WEST OF THE CENTER OF A DRIVEWAY.  THE MARK IS FLUSH
 FY3338'AND THE DISK IS STAMPED---BURLINGTON 1954---.
 FY3338'
 FY3338'TO REACH THE MARK FROM STATION BURLINGTON GO WEST FOR 0.25
 FY3338'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FY3338
 FY3338                          STATION RECOVERY (1992)
 FY3338
 FY3338'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 FY3338'MARK NOT FOUND.
 FY3338
 FY3338                          STATION RECOVERY (2005)
 FY3338
 FY3338'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF9213 ***********************************************************************
 DF9213  HT_MOD      -  This is a Height Modernization Survey Station.
 DF9213  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9213  DESIGNATION -  BURLINGTON CORS ARP
 DF9213  CORS_ID     -  NCBU
 DF9213  PID         -  DF9213
 DF9213  STATE/COUNTY-  NC/ALAMANCE
 DF9213  USGS QUAD   -  BURLINGTON (1981)
 DF9213
 DF9213                         *CURRENT SURVEY CONTROL
 DF9213  ___________________________________________________________________
 DF9213* NAD 83(CORS)-  36 05 29.58607(N)    079 26 12.17658(W)     ADJUSTED  
 DF9213* NAVD 88     -       203.61   (meters)     668.0    (feet)  GPS OBS   
 DF9213  ___________________________________________________________________
 DF9213  EPOCH DATE  -        2002.00
 DF9213  X           -     945,968.187 (meters)                     COMP
 DF9213  Y           -  -5,072,712.162 (meters)                     COMP
 DF9213  Z           -   3,736,507.499 (meters)                     COMP
 DF9213  ELLIP HEIGHT-         173.405 (meters)          (12/??/03) ADJUSTED
 DF9213  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DF9213  HORZ ORDER  -  SPECIAL (CORS)
 DF9213  ELLP ORDER  -  SPECIAL (CORS)
 DF9213
 DF9213.ITRF positions are available for this station.
 DF9213.The coordinates were established by GPS observations
 DF9213.and adjusted by the National Geodetic Survey in December 2003.
 DF9213.The coordinates are valid at the epoch date displayed above.
 DF9213.The epoch date for horizontal control is a decimal equivalence
 DF9213.of Year/Month/Day.
 DF9213
 DF9213.The orthometric height was determined by GPS observations and a
 DF9213.high-resolution geoid model.
 DF9213.The orthometric height was determined by GPS observations and a
 DF9213.high-resolution geoid model using precise GPS observation and
 DF9213.processing techniques.
 DF9213
 DF9213.The PID for the CORS L1 Phase Center is DL1712.
 DF9213
 DF9213.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9213
 DF9213.The ellipsoidal height was determined by GPS observations
 DF9213.and is referenced to NAD 83.
 DF9213
 DF9213.The geoid height was determined by GEOID03.
 DF9213
 DF9213;                    North         East     Units Scale Factor Converg.
 DF9213;SPC NC       -   259,845.466   570,271.800   MT  0.99997990   -0 15 07.4
 DF9213;SPC NC       -   852,509.67  1,870,966.73   sFT  0.99997990   -0 15 07.4
 DF9213
 DF9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9213!SPC NC       -   0.99997279  x   0.99997990  =   0.99995269
 DF9213
 DF9213                          SUPERSEDED SURVEY CONTROL
 DF9213
 DF9213.No superseded survey control is available for this station.
 DF9213
 DF9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4073795234(NAD 83)
 DF9213_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9213
 DF9213                          STATION DESCRIPTION
 DF9213
 DF9213'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF9213'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9213'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9213'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9213'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9213'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DL1712 ***********************************************************************
 DL1712  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL1712  DESIGNATION -  BURLINGTON CORS L1 PHASE CENTER
 DL1712  CORS_ID     -  NCBU
 DL1712  PID         -  DL1712
 DL1712  STATE/COUNTY-  NC/ALAMANCE
 DL1712  USGS QUAD   -  BURLINGTON (1981)
 DL1712
 DL1712                         *CURRENT SURVEY CONTROL
 DL1712  ___________________________________________________________________
 DL1712* NAD 83(CORS)-  36 05 29.58609(N)    079 26 12.17658(W)     ADJUSTED  
 DL1712* NAVD 88     -              **(meters)            **(feet)            
 DL1712  ___________________________________________________________________
 DL1712  EPOCH DATE  -        2002.00
 DL1712  X           -     945,968.200 (meters)                     COMP
 DL1712  Y           -  -5,072,712.230 (meters)                     COMP
 DL1712  Z           -   3,736,507.550 (meters)                     COMP
 DL1712  ELLIP HEIGHT-         173.490 (meters)          (12/??/03) ADJUSTED
 DL1712  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DL1712  HORZ ORDER  -  SPECIAL (CORS)
 DL1712  ELLP ORDER  -  SPECIAL (CORS)
 DL1712
 DL1712.ITRF positions are available for this station.
 DL1712.The coordinates were established by GPS observations
 DL1712.and adjusted by the National Geodetic Survey in December 2003.
 DL1712.The coordinates are valid at the epoch date displayed above.
 DL1712.The epoch date for horizontal control is a decimal equivalence
 DL1712.of Year/Month/Day.
 DL1712
 DL1712
 DL1712.The PID for the CORS ARP is DF9213.
 DL1712
 DL1712.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL1712
 DL1712.The ellipsoidal height was determined by GPS observations
 DL1712.and is referenced to NAD 83.
 DL1712
 DL1712.The geoid height was determined by GEOID03.
 DL1712
 DL1712;                    North         East     Units Scale Factor Converg.
 DL1712;SPC NC       -   259,845.467   570,271.800   MT  0.99997990   -0 15 07.4
 DL1712;SPC NC       -   852,509.67  1,870,966.73   sFT  0.99997990   -0 15 07.4
 DL1712
 DL1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1712!SPC NC       -   0.99997277  x   0.99997990  =   0.99995267
 DL1712
 DL1712                          SUPERSEDED SURVEY CONTROL
 DL1712
 DL1712.No superseded survey control is available for this station.
 DL1712
 DL1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4073795234(NAD 83)
 DL1712_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DL1712
 DL1712                          STATION DESCRIPTION
 DL1712
 DL1712'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DL1712'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DL1712'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL1712'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL1712'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DL1712'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3334 ***********************************************************************
 FY3334  DESIGNATION -  BURLINGTON MILLS STACK
 FY3334  PID         -  FY3334
 FY3334  STATE/COUNTY-  NC/ALAMANCE
 FY3334  USGS QUAD   -  BURLINGTON (1981)
 FY3334
 FY3334                         *CURRENT SURVEY CONTROL
 FY3334  ___________________________________________________________________
 FY3334* NAD 83(2001)-  36 05 03.25375(N)    079 25 12.79102(W)     ADJUSTED  
 FY3334* NAVD 88     -              **(meters)            **(feet)            
 FY3334  ___________________________________________________________________
 FY3334  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FY3334  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FY3334  HORZ ORDER  -  THIRD
 FY3334
 FY3334.The horizontal coordinates were established by classical geodetic methods
 FY3334.and adjusted by the National Geodetic Survey in August 2005.
 FY3334
 FY3334
 FY3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3334
 FY3334.The geoid height was determined by GEOID03.
 FY3334
 FY3334;                    North         East     Units Scale Factor Converg.
 FY3334;SPC NC       -   259,027.453   571,753.939   MT  0.99997804   -0 14 33.1
 FY3334;SPC NC       -   849,825.90  1,875,829.38   sFT  0.99997804   -0 14 33.1
 FY3334;UTM  17      - 3,994,446.734   642,235.834   MT  0.99984928   +0 55 50.2
 FY3334
 FY3334                          SUPERSEDED SURVEY CONTROL
 FY3334
 FY3334  NAD 83(1993)-  36 05 03.25659(N)    079 25 12.79885(W) AD(       ) 4
 FY3334  NAD 83(1986)-  36 05 03.25549(N)    079 25 12.79873(W) AD(       ) 4
 FY3334  NAD 27      -  36 05 02.76874(N)    079 25 13.72470(W) AD(       ) 3
 FY3334
 FY3334.Superseded values are not recommended for survey control.
 FY3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3334.See file dsdata.txt to determine how the superseded data were derived.
 FY3334
 FY3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4223694447(NAD 83)
 FY3334_MARKER: 63 = STACK
 FY3334
 FY3334  HISTORY     - Date     Condition        Report By
 FY3334  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3334  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FY3334  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY3334  HISTORY     - 20040518 MARK NOT FOUND   USPSQD
 FY3334
 FY3334                          STATION DESCRIPTION
 FY3334
 FY3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3334'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN THE
 FY3334'EAST SECTION OF BURLINGTON AT THE INTERSECTION OF DIXE AND LOY
 FY3334'STREETS.  IT IS CONSTRUCTED OF RED TILE AND IS 160 FEET HIGH.
 FY3334
 FY3334                          STATION RECOVERY (1985)
 FY3334
 FY3334'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3334'VISITED SITE.
 FY3334'STACK HAS BEEN TORN DOWN.
 FY3334
 FY3334                          STATION RECOVERY (1987)
 FY3334
 FY3334'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY3334'MARK NOT FOUND.
 FY3334
 FY3334                          STATION RECOVERY (2004)
 FY3334
 FY3334'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 FY3334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3335 ***********************************************************************
 FY3335  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 FY3335  PID         -  FY3335
 FY3335  STATE/COUNTY-  NC/ALAMANCE
 FY3335  USGS QUAD   -  BURLINGTON (1981)
 FY3335
 FY3335                         *CURRENT SURVEY CONTROL
 FY3335  ___________________________________________________________________
 FY3335* NAD 83(2001)-  36 05 57.40327(N)    079 26 20.31961(W)     ADJUSTED  
 FY3335* NAVD 88     -              **(meters)            **(feet)            
 FY3335  ___________________________________________________________________
 FY3335  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FY3335  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 FY3335  HORZ ORDER  -  THIRD
 FY3335
 FY3335.The horizontal coordinates were established by classical geodetic methods
 FY3335.and adjusted by the National Geodetic Survey in August 2005.
 FY3335
 FY3335
 FY3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3335
 FY3335.The geoid height was determined by GEOID03.
 FY3335
 FY3335;                    North         East     Units Scale Factor Converg.
 FY3335;SPC NC       -   260,703.734   570,071.887   MT  0.99998189   -0 15 12.1
 FY3335;SPC NC       -   855,325.50  1,870,310.85   sFT  0.99998189   -0 15 12.1
 FY3335;UTM  17      - 3,996,088.004   640,520.043   MT  0.99984330   +0 55 11.6
 FY3335
 FY3335                          SUPERSEDED SURVEY CONTROL
 FY3335
 FY3335  NAD 83(1993)-  36 05 57.40617(N)    079 26 20.32732(W) AD(       ) 4
 FY3335  NAD 83(1986)-  36 05 57.40552(N)    079 26 20.32770(W) AD(       ) 4
 FY3335  NAD 27      -  36 05 56.92097(N)    079 26 21.25221(W) AD(       ) 3
 FY3335
 FY3335.Superseded values are not recommended for survey control.
 FY3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3335.See file dsdata.txt to determine how the superseded data were derived.
 FY3335
 FY3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4052096088(NAD 83)
 FY3335_MARKER: 53 = ELEVATED TANK
 FY3335_SETTING: 0 = UNSPECIFIED SETTING
 FY3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3335+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 FY3335
 FY3335  HISTORY     - Date     Condition        Report By
 FY3335  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3335  HISTORY     - 1985     GOOD             USPSQD
 FY3335  HISTORY     - 19910427 GOOD             USPSQD
 FY3335  HISTORY     - 20041215 GOOD             GEOCAC
 FY3335
 FY3335                          STATION DESCRIPTION
 FY3335
 FY3335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3335'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT THE
 FY3335'INTERSECTION OF NORTH PARK AVENUE AND LAKE SIDE AVENUE IN
 FY3335'BURLINGTON.  IT IS A 20 LEGGED STEEL, MUSHROOM TYPE TANK ABOUT
 FY3335'135 FEET HIGH AND IS PAINTED SILVER.
 FY3335
 FY3335                          STATION RECOVERY (1985)
 FY3335
 FY3335'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3335'VISITED SITE - VERIFIED EXISTENCE.
 FY3335
 FY3335                          STATION RECOVERY (1991)
 FY3335
 FY3335'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3335'RECOVERED IN GOOD CONDITION.
 FY3335
 FY3335                          STATION RECOVERY (2004)
 FY3335
 FY3335'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 FY3335'VERIFIED EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3336 ***********************************************************************
 FY3336  DESIGNATION -  BURLINGTON RADIO STA WBBB MAST
 FY3336  PID         -  FY3336
 FY3336  STATE/COUNTY-  NC/ALAMANCE
 FY3336  USGS QUAD   -  BURLINGTON (1981)
 FY3336
 FY3336                         *CURRENT SURVEY CONTROL
 FY3336  ___________________________________________________________________
 FY3336* NAD 83(2001)-  36 05 49.83060(N)    079 29 08.95091(W)     ADJUSTED  
 FY3336* NAVD 88     -              **(meters)            **(feet)            
 FY3336  ___________________________________________________________________
 FY3336  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 FY3336  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FY3336  HORZ ORDER  -  THIRD
 FY3336
 FY3336.The horizontal coordinates were established by classical geodetic methods
 FY3336.and adjusted by the National Geodetic Survey in August 2005.
 FY3336
 FY3336
 FY3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3336
 FY3336.The geoid height was determined by GEOID03.
 FY3336
 FY3336;                    North         East     Units Scale Factor Converg.
 FY3336;SPC NC       -   260,489.980   565,852.717   MT  0.99998135   -0 16 49.4
 FY3336;SPC NC       -   854,624.21  1,856,468.46   sFT  0.99998135   -0 16 49.4
 FY3336;UTM  17      - 3,995,787.972   636,306.746   MT  0.99982893   +0 53 32.0
 FY3336
 FY3336                          SUPERSEDED SURVEY CONTROL
 FY3336
 FY3336  NAD 83(1993)-  36 05 49.83358(N)    079 29 08.95862(W) AD(       ) 4
 FY3336  NAD 83(1986)-  36 05 49.83257(N)    079 29 08.95866(W) AD(       ) 4
 FY3336  NAD 27      -  36 05 49.34817(N)    079 29 09.87759(W) AD(       ) 3
 FY3336
 FY3336.Superseded values are not recommended for survey control.
 FY3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3336.See file dsdata.txt to determine how the superseded data were derived.
 FY3336
 FY3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3630795788(NAD 83)
 FY3336_MARKER: 42 = RADIO/TV MAST
 FY3336
 FY3336  HISTORY     - Date     Condition        Report By
 FY3336  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3336  HISTORY     - 1985     GOOD             USPSQD
 FY3336  HISTORY     - 19910426 MARK NOT FOUND   USPSQD
 FY3336  HISTORY     - 20040613 MARK NOT FOUND   USPSQD
 FY3336
 FY3336                          STATION DESCRIPTION
 FY3336
 FY3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3336'STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ALONG
 FY3336'OLD ELON ROAD ABOUT 3 MILES WEST OF BURLINGTON.  IT IS A FOUR
 FY3336'LEGGED STEEL STRUCTURE 446 FEET HIGH AND IS PAINTED IN
 FY3336'ALTERNATE COLORS ORANGE AND WHITE.
 FY3336
 FY3336                          STATION RECOVERY (1985)
 FY3336
 FY3336'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3336'VISITED SITE - VERIFIED EXISTENCE.
 FY3336'
 FY3336'STATION FOUND GOOD.
 FY3336'
 FY3336'DESC. SHOULD READ LOCATED ON WEST FRONT STREET INSTEAD OF OLD ELON
 FY3336'ROAD.
 FY3336
 FY3336                          STATION RECOVERY (1991)
 FY3336
 FY3336'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3336'MARK NOT FOUND.
 FY3336
 FY3336                          STATION RECOVERY (2004)
 FY3336
 FY3336'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3337 ***********************************************************************
 FY3337  DESIGNATION -  BURLINGTON RADIO STA WFNS MAST
 FY3337  PID         -  FY3337
 FY3337  STATE/COUNTY-  NC/ALAMANCE
 FY3337  USGS QUAD   -  BURLINGTON (1981)
 FY3337
 FY3337                         *CURRENT SURVEY CONTROL
 FY3337  ___________________________________________________________________
 FY3337* NAD 83(2001)-  36 06 58.84528(N)    079 26 59.21499(W)     ADJUSTED  
 FY3337* NAVD 88     -              **(meters)            **(feet)            
 FY3337  ___________________________________________________________________
 FY3337  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FY3337  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 FY3337  HORZ ORDER  -  THIRD
 FY3337
 FY3337.The horizontal coordinates were established by classical geodetic methods
 FY3337.and adjusted by the National Geodetic Survey in August 2005.
 FY3337
 FY3337
 FY3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3337
 FY3337.The geoid height was determined by GEOID03.
 FY3337
 FY3337;                    North         East     Units Scale Factor Converg.
 FY3337;SPC NC       -   262,601.836   569,107.565   MT  0.99998634   -0 15 34.6
 FY3337;SPC NC       -   861,552.86  1,867,147.07   sFT  0.99998634   -0 15 34.6
 FY3337;UTM  17      - 3,997,965.693   639,517.197   MT  0.99983984   +0 54 50.0
 FY3337
 FY3337                          SUPERSEDED SURVEY CONTROL
 FY3337
 FY3337  NAD 83(1993)-  36 06 58.84808(N)    079 26 59.22242(W) AD(       ) 4
 FY3337  NAD 83(1986)-  36 06 58.84753(N)    079 26 59.22262(W) AD(       ) 4
 FY3337  NAD 27      -  36 06 58.36566(N)    079 27 00.14626(W) AD(       ) 3
 FY3337
 FY3337.Superseded values are not recommended for survey control.
 FY3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3337.See file dsdata.txt to determine how the superseded data were derived.
 FY3337
 FY3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3951797966(NAD 83)
 FY3337_MARKER: 42 = RADIO/TV MAST
 FY3337
 FY3337  HISTORY     - Date     Condition        Report By
 FY3337  HISTORY     - 1954     FIRST OBSERVED   CGS
 FY3337  HISTORY     - 1987     GOOD             USPSQD
 FY3337  HISTORY     - 19910427 GOOD             USPSQD
 FY3337
 FY3337                          STATION DESCRIPTION
 FY3337
 FY3337'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FY3337'STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ALONG
 FY3337'BIRCH BRIDGE ROAD, 0.45 MILE NORTHWEST OF THE CITY LIMITS OF
 FY3337'BURLINGTON.  IT IS A STEEL MAST SUPPORTED BY GUY WIRES 209 FEET
 FY3337'HIGH AND IS PAINTED IN ALTERNATE COLORS OF ORANGE AND WHITE.
 FY3337
 FY3337                          STATION RECOVERY (1987)
 FY3337
 FY3337'RECOVERY NOTE BY US POWER SQUADRON 1987 (WBW)
 FY3337'RECOVERED IN GOOD CONDITION.
 FY3337
 FY3337                          STATION RECOVERY (1991)
 FY3337
 FY3337'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 FY3337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3816 ***********************************************************************
 FY3816  DESIGNATION -  BURLINGTON RM 1
 FY3816  PID         -  FY3816
 FY3816  STATE/COUNTY-  NC/ALAMANCE
 FY3816  USGS QUAD   -  BURLINGTON (1981)
 FY3816
 FY3816                         *CURRENT SURVEY CONTROL
 FY3816  ___________________________________________________________________
 FY3816* NAD 83(1986)-  36 02 53.     (N)    079 28 44.     (W)     SCALED    
 FY3816* NAVD 88     -       184.564  (meters)     605.52   (feet)  ADJUSTED  
 FY3816  ___________________________________________________________________
 FY3816  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3816  DYNAMIC HT  -         184.418 (meters)     605.04  (feet)  COMP
 FY3816  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 FY3816
 FY3816  VERT ORDER  -  SECOND    CLASS II
 FY3816
 FY3816.The horizontal coordinates were scaled from a topographic map and have
 FY3816.an estimated accuracy of +/- 6 seconds.
 FY3816
 FY3816.The orthometric height was determined by differential leveling
 FY3816.and adjusted in July 1999.
 FY3816
 FY3816.The geoid height was determined by GEOID03.
 FY3816
 FY3816.The dynamic height is computed by dividing the NAVD 88
 FY3816.geopotential number by the normal gravity value computed on the
 FY3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3816.degrees latitude (g = 980.6199 gals.).
 FY3816
 FY3816.The modeled gravity was interpolated from observed gravity values.
 FY3816
 FY3816;                    North         East    Units  Estimated Accuracy
 FY3816;SPC NC       -   255,040.      566,450.      MT  (+/- 180 meters Scaled)
 FY3816
 FY3816                          SUPERSEDED SURVEY CONTROL
 FY3816
 FY3816.No superseded survey control is available for this station.
 FY3816
 FY3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV370903(NAD 83)
 FY3816_MARKER: DR = REFERENCE MARK DISK
 FY3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3816_STAMPING: BURLINGTON NO 1
 FY3816_MARK LOGO: CGS   
 FY3816_PROJECTION: FLUSH
 FY3816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3816+STABILITY: SURFACE MOTION
 FY3816
 FY3816  HISTORY     - Date     Condition        Report By
 FY3816  HISTORY     - 1954     MONUMENTED       CGS
 FY3816  HISTORY     - 19900807 GOOD             NCGS
 FY3816
 FY3816                          STATION DESCRIPTION
 FY3816
 FY3816'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (JGG)
 FY3816'RECOVERED IN GOOD CONDITION.  NOTE CHANGES--REFERENCE MARK 1 IS
 FY3816'LOCATED 10.6 FT (3.2 M) SOUTH OF THE NORTHWEST MOST 4-INCH PIPE ON
 FY3816'DOOR TRACK, 133.3 FT (40.6 M) SOUTHWEST OF THE SOUTHWEST LEG OF A
 FY3816'BEACON LIGHT TOWER, AND 37.0 FT (11.3 M) WEST OF THE CENTER OF A PAVED
 FY3816'ROAD TO A BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3753 ***********************************************************************
 FY3753  CBN         -  This is a Cooperative Base Network Control Station.
 FY3753  PACS        -  This is a Primary Airport Control Station.
 FY3753  DESIGNATION -  BURLPORT
 FY3753  PID         -  FY3753
 FY3753  STATE/COUNTY-  NC/ALAMANCE
 FY3753  USGS QUAD   -  BURLINGTON (1981)
 FY3753
 FY3753                         *CURRENT SURVEY CONTROL
 FY3753  ___________________________________________________________________
 FY3753* NAD 83(2007)-  36 02 40.23588(N)    079 28 54.74158(W)     ADJUSTED  
 FY3753* NAVD 88     -       187.125  (meters)     613.93   (feet)  ADJUSTED  
 FY3753  ___________________________________________________________________
 FY3753  EPOCH DATE  -        2002.00
 FY3753  X           -     942,528.471 (meters)                     COMP
 FY3753  Y           -  -5,076,464.609 (meters)                     COMP
 FY3753  Z           -   3,732,278.468 (meters)                     COMP
 FY3753  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FY3753  ELLIP HEIGHT-         156.942 (meters)          (02/10/07) ADJUSTED
 FY3753  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3753  DYNAMIC HT  -         186.977 (meters)     613.44  (feet)  COMP
 FY3753
 FY3753  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3753  Type    PID    Designation                      North   East  Ellip
 FY3753  -------------------------------------------------------------------
 FY3753  NETWORK FY3753 BURLPORT                          0.24   0.22   0.76
 FY3753  -------------------------------------------------------------------
 FY3753  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 FY3753
 FY3753  VERT ORDER  -  SECOND    CLASS II
 FY3753
 FY3753.This mark is at Burlington-Alamance Airport (BUY)
 FY3753
 FY3753.The horizontal coordinates were established by GPS observations
 FY3753.and adjusted by the National Geodetic Survey in February 2007.
 FY3753
 FY3753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3753.The horizontal coordinates are valid at the epoch date displayed above.
 FY3753.The epoch date for horizontal control is a decimal equivalence
 FY3753.of Year/Month/Day.
 FY3753
 FY3753.The orthometric height was determined by differential leveling
 FY3753.and adjusted in July 1999.
 FY3753
 FY3753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3753
 FY3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3753
 FY3753.The ellipsoidal height was determined by GPS observations
 FY3753.and is referenced to NAD 83.
 FY3753
 FY3753.The geoid height was determined by GEOID03.
 FY3753
 FY3753.The dynamic height is computed by dividing the NAVD 88
 FY3753.geopotential number by the normal gravity value computed on the
 FY3753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3753.degrees latitude (g = 980.6199 gals.).
 FY3753
 FY3753.The modeled gravity was interpolated from observed gravity values.
 FY3753
 FY3753;                    North         East     Units Scale Factor Converg.
 FY3753;SPC NC       -   254,644.718   566,179.783   MT  0.99996820   -0 16 41.2
 FY3753;SPC NC       -   835,446.88  1,857,541.50   sFT  0.99996820   -0 16 41.2
 FY3753;UTM  17      - 3,989,951.469   636,753.245   MT  0.99983044   +0 53 36.3
 FY3753
 FY3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3753!SPC NC       -   0.99997537  x   0.99996820  =   0.99994357
 FY3753!UTM  17      -   0.99997537  x   0.99983044  =   0.99980581
 FY3753
 FY3753:                Primary Azimuth Mark                     Grid Az
 FY3753:SPC NC       -  BURLPORT AZ MK                           051 40 39.6
 FY3753:UTM  17      -  BURLPORT AZ MK                           050 30 22.1
 FY3753
 FY3753|---------------------------------------------------------------------|
 FY3753| PID    Reference Object                     Distance      Geod. Az  |
 FY3753|                                                           dddmmss.s |
 FY3753| FY3758 BURLPORT AZ MK                      APPROX. 0.6 KM 0512358.4 |
 FY3753|---------------------------------------------------------------------|
 FY3753
 FY3753                          SUPERSEDED SURVEY CONTROL
 FY3753
 FY3753  NAD 83(1986)-  36 02 40.23898(N)    079 28 54.74675(W) AD(       ) 1
 FY3753  NAD 83(2001)-  36 02 40.23593(N)    079 28 54.74172(W) AD(       ) B
 FY3753  ELLIP H (01/30/03)  156.946  (m)                       GP(       ) 1 1
 FY3753  ELLIP H (10/25/99)  156.959  (m)                       GP(       ) 1 1
 FY3753  ELLIP H (03/18/99)  156.821  (m)                       GP(       ) 4 1
 FY3753  NAD 83(1995)-  36 02 40.23635(N)    079 28 54.74162(W) AD(       ) B
 FY3753  ELLIP H (09/11/96)  156.949  (m)                       GP(       ) 4 1
 FY3753  NAD 83(1993)-  36 02 40.23953(N)    079 28 54.74519(W) AD(       ) 3
 FY3753  NAD 83(1986)-  36 02 40.23898(N)    079 28 54.74675(W) AD(       ) 1
 FY3753  NAD 27      -  36 02 39.74841(N)    079 28 55.66885(W) AD(       ) 3
 FY3753  NAVD 88 (03/18/99)  187.12   (m)          613.9    (f) LEVELING    3  
 FY3753  NGVD 29 (01/20/89)  187.7    (m)          616.     (f) GPS OBS     3  
 FY3753
 FY3753.Superseded values are not recommended for survey control.
 FY3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3753.See file dsdata.txt to determine how the superseded data were derived.
 FY3753
 FY3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3675389951(NAD 83)
 FY3753_MARKER: DH = HORIZONTAL CONTROL DISK
 FY3753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3753_STAMPING: BURLPORT 1986
 FY3753_MARK LOGO: NGS   
 FY3753_PROJECTION: FLUSH
 FY3753_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FY3753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3753+STABILITY: SURFACE MOTION
 FY3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3753+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 FY3753
 FY3753  HISTORY     - Date     Condition        Report By
 FY3753  HISTORY     - 1986     MONUMENTED       NGS
 FY3753  HISTORY     - 19900830 GOOD             NCGS
 FY3753  HISTORY     - 19950125 GOOD             NCGS
 FY3753  HISTORY     - 19961125 GOOD             NCGS
 FY3753  HISTORY     - 19961125 GOOD             NCGS
 FY3753  HISTORY     - 19990115 GOOD             NGS
 FY3753  HISTORY     - 19990129 GOOD             NGS
 FY3753  HISTORY     - 20031209 GOOD             NCGS
 FY3753  HISTORY     - 20060809 GOOD             USPSQD
 FY3753  HISTORY     - 20080513 GOOD             NGS
 FY3753
 FY3753                          STATION DESCRIPTION
 FY3753
 FY3753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FY3753'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 FY3753'SOUTH OF BURLINGTON ALONG STATE HIGHWAY 62, AT THE BURLINGTON
 FY3753'MUNICIPAL AIRPORT, NEAR RUNWAY 6.
 FY3753'OWNERSHIP--PUBLIC/CITY OF BURLINGTON, MANAGER - J.H. HARDIN, 3224
 FY3753'ALAMANCE ROAD, BURLINGTON NC 27253, PHONE 919-226-0793 (HOME),
 FY3753'919-227-1278 (AIRPORT).
 FY3753'
 FY3753'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 FY3753'STATE HIGHWAY 62, ON THE SOUTH SIDE OF BURLINGTON, GO
 FY3753'SOUTH FOR 2.0 KM (1.25 MI) ON HIGHWAY 62 TO THE AIRPORT ENTRANCE ON
 FY3753'THE LEFT.
 FY3753'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON A PAVED DRIVE TO A
 FY3753'PARKING AREA, AT CHAIN LINK FENCE AND TERMINAL ON THE RIGHT.  KEEP
 FY3753'LEFT AND GO NORTHEAST ALONG THE FENCE FOR 0.2 KM (0.15 MI) TO A
 FY3753'GATE ON THE RIGHT.  TURN RIGHT ON PAVEMENT, PASS THRU GATE AND GO
 FY3753'SOUTHEAST ACROSS APRON TO TAXIWAY ON WEST SIDE OF RUNWAY, CROSSING
 FY3753'RUNWAY 9 ON TAXIWAY (NEW) FOR 0.7 KM (0.45 MI) TO RUNWAY 6 AND THE
 FY3753'STATION NEAR THE RUNWAY END.
 FY3753'
 FY3753'THE STATION IS A STANDARD NGS DISK
 FY3753'STAMPED---BURLPORT 1986---,
 FY3753'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3753'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY3753'34.90 METERS (114.5 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY AT
 FY3753'PAVEMENT END,
 FY3753'30.48 METERS (100.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 FY3753'OF THE TAXIWAY,
 FY3753'20.42 METERS (67.0 FT) EAST-NORTHEAST FROM A STEEP DROP-OFF AND
 FY3753'16.76 METERS (55.0 FT) NORTHWEST FROM THE NORTHWEST ONE OF FOUR END
 FY3753'OF RUNWAY MARKER LIGHTS.
 FY3753'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3753'STAMPED---BURLPORT 1986---,
 FY3753'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 FY3753'
 FY3753'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 FY3753'STAMPED---BURLPORT 1986---,
 FY3753'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3753'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY3753'56.39 METERS (185.0 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF A
 FY3753'ROUND CONCRETE DRAINAGE CULVERT 30 INCHES IN DIAMETER,
 FY3753'41.30 METERS (135.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 FY3753'THE RUNWAY,
 FY3753'31.19 METERS (103.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 FY3753'OF A RAMP AND
 FY3753'22.40 METERS (73.5 FT) NORTH-NORTHWEST FROM A RAMP MARKER ARROW.
 FY3753'TO REACH THE AZIMUTH FROM THE STATION,
 FY3753'GO NORTHERLY FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO A RAMP RIGHT
 FY3753'AND THE STATION ON THE RIGHT.
 FY3753'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3753'STAMPED---BURLPORT 1986---,
 FY3753'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 FY3753'
 FY3753'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FY3753'
 FY3753'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FY3753'MARCH 1986.
 FY3753'
 FY3753'THIS STATION SUITABLE FOR GPS SURVEYS.
 FY3753'
 FY3753'DESCRIBED BY K.R. WALLACE.
 FY3753
 FY3753                          STATION RECOVERY (1990)
 FY3753
 FY3753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FY3753'RECOVERED IN GOOD CONDITION.  NOTE--44.3 FT (13.5 M) WEST OF THE WEST
 FY3753'EDGE OF TAXIWAY PAVEMENT, AND 47.5 FT (14.5 M) SOUTHWEST OF A RUNWAY
 FY3753'LIGHT (FIRST ONE ALONG TAXIWAY.)
 FY3753
 FY3753                          STATION RECOVERY (1995)
 FY3753
 FY3753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY3753'RECOVERED BY NCGS IN 1995.  STATION MARK AND AZIMUTH MARK WERE FOUND
 FY3753'IN GOOD CONDITION. STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF
 FY3753'BURLINGTON, AT THE BURLINGTON MUNICIPAL AIRPORT.  MANAGER-TOM MIX,
 FY3753'919-227-1278. PROCEED ALONG NC 62 FOR 1.25 MI (2.01 KM) SOUTH FROM
 FY3753'I-85, ON THE SOUTH SIDE OF BURLINGTON, THENCE ALONG NORTH AVIATION
 FY3753'DRIVE FOR 0.1 MI (0.2 KM) EAST TO TERMINAL AND PARKING AREA, THENCE
 FY3753'TURN LEFT AND PROCEED NORTHEAST ALONG THE FENCE FOR 0.15 MI (0.24 KM)
 FY3753'TO A GATE ON THE RIGHT. TURN RIGHT ON PAVEMENT, PASS THRU GATE AND
 FY3753'PROCEED SOUTHEAST ACROSS APRON TO TAXIWAY ON WEST SIDE OF RUNWAY,
 FY3753'CROSSING RUNWAY 9 ON TAXIWAY FOR 0.45 MI (0.72 KM) TO RUNWAY 6 AND
 FY3753'STATION NEAR THE RUNWAY END. MARK IS FLUSH WITH THE GROUND.  LOCATED
 FY3753'114.5 FT (34.9 M) NORTHWEST OF THE CENTERLINE OF THE RUNWAY AT
 FY3753'PAVEMENT END, 100.0 FT (30.5 M) WEST-SOUTHWEST OF THE CENTER OF THE
 FY3753'TAXIWAY, 67.0 FT (20.4 M) EAST-NORTHEAST OF A STEEP DROP-OFF AND 55.0
 FY3753'FT (16.8 M) NORTHWEST OF THE NORTHWEST ONE OF FOUR END OF RUNWAY
 FY3753'MARKER LIGHTS. AZIMUTH MARK STAMPED---BURLPORT 1986---IS FLUSH WITH
 FY3753'GROUND BETWEEN RUNWAY AND TAXIWAY, ALONG TAXIWAY FOR 0.35 MI (0.56 KM)
 FY3753'NORTH FROM THE STATION.  LOCATED 185.0 FT (56.4 M) SOUTH-SOUTHEAST OF
 FY3753'THE SOUTH END OF A 30-INCH CULVERT, 135.5 FT (41.3 M) NORTHWEST OF THE
 FY3753'CENTERLINE OF THE RUNWAY, 103.0 FT (31.4 M) WEST-SOUTHWEST OF THE
 FY3753'CENTER OF THE RAMP AND 64.5 FT (19.7 M) NORTH-NORTHWEST OF RAMP C
 FY3753'ARROW SIGN.
 FY3753
 FY3753                          STATION RECOVERY (1996)
 FY3753
 FY3753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY3753'RECOVERED AS DESCRIBED. ADDITIONS AS FOLLOWS. MANAGER-CHRIS VEAL
 FY3753'910-227-0771. STATION IS 48.0 FT (14.6 M) NORTHWEST OF NORTHWEST
 FY3753'CORNER OF RUNWAY. AZMUITH MARK IS 86.0 FT (26.2 M) NORTH-NORTHWEST OF
 FY3753'EDGE OF RUNWAY. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 FY3753'CONTROL STATION.
 FY3753
 FY3753                          STATION RECOVERY (1996)
 FY3753
 FY3753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY3753'RECOVERED AS DESCRIBED. ADDITIONS AS FOLLOWS. MANAGER-CHRIS VEAL.
 FY3753'STATION IS 48.0 FT (14.6 M) NORTHWEST OF NORTHWEST CORNER OF RUNWAY.
 FY3753'AZMUITH MARK IS 86.0 FT (26.2 M) NORTH-NORTHWEST OF EDGE OF RUNWAY.
 FY3753'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 FY3753
 FY3753                          STATION RECOVERY (1999)
 FY3753
 FY3753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 FY3753'RECOVERED AS DESCRIBED.
 FY3753
 FY3753                          STATION RECOVERY (1999)
 FY3753
 FY3753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 FY3753'RECOVERED AS DESCRIBED.
 FY3753
 FY3753                          STATION RECOVERY (2003)
 FY3753
 FY3753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 FY3753'RECOVERED AS DESCRIBED.
 FY3753
 FY3753                          STATION RECOVERY (2006)
 FY3753
 FY3753'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY3753'RECOVERED IN GOOD CONDITION.
 FY3753
 FY3753                          STATION RECOVERY (2008)
 FY3753
 FY3753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 FY3753'RECOVERED AS DESCRIBED.
 FY3753'DUE TO SECURITY CONCERNS, CONTACT BURLINGTON AIRPORT MANAGER PRIOR TO
 FY3753'ACCESSING THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3758 ***********************************************************************
 FY3758  PACS        -  This is a Primary Airport Control Station.
 FY3758  DESIGNATION -  BURLPORT AZ MK
 FY3758  PID         -  FY3758
 FY3758  STATE/COUNTY-  NC/ALAMANCE
 FY3758  USGS QUAD   -  BURLINGTON (1981)
 FY3758
 FY3758                         *CURRENT SURVEY CONTROL
 FY3758  ___________________________________________________________________
 FY3758* NAD 83(2007)-  36 02 53.02471(N)    079 28 35.01434(W)     ADJUSTED  
 FY3758* NAVD 88     -       185.060  (meters)     607.15   (feet)  ADJUSTED  
 FY3758  ___________________________________________________________________
 FY3758  EPOCH DATE  -        2002.00
 FY3758  X           -     942,971.311 (meters)                     COMP
 FY3758  Y           -  -5,076,144.743 (meters)                     COMP
 FY3758  Z           -   3,732,595.969 (meters)                     COMP
 FY3758  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FY3758  ELLIP HEIGHT-         154.874 (meters)          (02/10/07) ADJUSTED
 FY3758  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 FY3758  DYNAMIC HT  -         184.914 (meters)     606.67  (feet)  COMP
 FY3758
 FY3758  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FY3758  Type    PID    Designation                      North   East  Ellip
 FY3758  -------------------------------------------------------------------
 FY3758  NETWORK FY3758 BURLPORT AZ MK                    0.29   0.27   1.18
 FY3758  -------------------------------------------------------------------
 FY3758  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 FY3758
 FY3758  VERT ORDER  -  SECOND    CLASS II
 FY3758
 FY3758.This mark is at Burlington-Alamance Airport (BUY)
 FY3758
 FY3758.The horizontal coordinates were established by GPS observations
 FY3758.and adjusted by the National Geodetic Survey in February 2007.
 FY3758
 FY3758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FY3758.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FY3758.The horizontal coordinates are valid at the epoch date displayed above.
 FY3758.The epoch date for horizontal control is a decimal equivalence
 FY3758.of Year/Month/Day.
 FY3758
 FY3758.The orthometric height was determined by differential leveling
 FY3758.and adjusted in July 1999.
 FY3758
 FY3758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FY3758
 FY3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3758
 FY3758.The ellipsoidal height was determined by GPS observations
 FY3758.and is referenced to NAD 83.
 FY3758
 FY3758.The geoid height was determined by GEOID03.
 FY3758
 FY3758.The dynamic height is computed by dividing the NAVD 88
 FY3758.geopotential number by the normal gravity value computed on the
 FY3758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY3758.degrees latitude (g = 980.6199 gals.).
 FY3758
 FY3758.The modeled gravity was interpolated from observed gravity values.
 FY3758
 FY3758;                    North         East     Units Scale Factor Converg.
 FY3758;SPC NC       -   255,036.497   566,675.453   MT  0.99996906   -0 16 29.9
 FY3758;SPC NC       -   836,732.24  1,859,167.72   sFT  0.99996906   -0 16 29.9
 FY3758;UTM  17      - 3,990,353.246   637,240.734   MT  0.99983208   +0 53 48.2
 FY3758
 FY3758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3758!SPC NC       -   0.99997569  x   0.99996906  =   0.99994475
 FY3758!UTM  17      -   0.99997569  x   0.99983208  =   0.99980778
 FY3758
 FY3758:                Primary Azimuth Mark                     Grid Az
 FY3758:SPC NC       -  BUY A                                    118 41 12.1
 FY3758:UTM  17      -  BUY A                                    117 30 54.0
 FY3758
 FY3758|---------------------------------------------------------------------|
 FY3758| PID    Reference Object                     Distance      Geod. Az  |
 FY3758|                                                           dddmmss.s |
 FY3758| AH7080 BUY A                               APPROX. 0.5 KM 1182442.2 |
 FY3758| FY3753 BURLPORT                            APPROX. 0.6 KM 2312410.0 |
 FY3758|---------------------------------------------------------------------|
 FY3758
 FY3758                          SUPERSEDED SURVEY CONTROL
 FY3758
 FY3758  NAD 83(2001)-  36 02 53.02475(N)    079 28 35.01447(W) AD(       ) B
 FY3758  ELLIP H (02/10/03)  154.877  (m)                       GP(       ) 4 2
 FY3758  NAD 83(1995)-  36 02 53.02513(N)    079 28 35.01436(W) AD(       ) B
 FY3758  ELLIP H (12/23/99)  154.888  (m)                       GP(       ) 4 2
 FY3758  NAD 83(1993)-  36 02 53.02818(N)    079 28 35.01808(W) AD(       ) 3
 FY3758  NAD 83(1986)-  36 02 53.02741(N)    079 28 35.01965(W) AD(       ) 3
 FY3758  NAD 27      -  36 02 52.53748(N)    079 28 35.94225(W) AD(       ) 3
 FY3758  NAVD 88 (12/23/99)  185.06   (m)          607.2    (f) LEVELING    3  
 FY3758  NGVD 29 (01/20/89)  185.6    (m)          609.     (f) GPS OBS     3  
 FY3758
 FY3758.Superseded values are not recommended for survey control.
 FY3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3758.See file dsdata.txt to determine how the superseded data were derived.
 FY3758
 FY3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3724190353(NAD 83)
 FY3758_MARKER: DZ = AZIMUTH MARK DISK
 FY3758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3758_STAMPING: BURLPORT 1986
 FY3758_MARK LOGO: NGS   
 FY3758_PROJECTION: FLUSH
 FY3758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3758+STABILITY: SURFACE MOTION
 FY3758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY3758+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 FY3758
 FY3758  HISTORY     - Date     Condition        Report By
 FY3758  HISTORY     - 1986     MONUMENTED       NGS
 FY3758  HISTORY     - 19900830 GOOD             NCGS
 FY3758  HISTORY     - 19990617 GOOD             NCGS
 FY3758  HISTORY     - 20080513 GOOD             NGS
 FY3758
 FY3758                          STATION DESCRIPTION
 FY3758
 FY3758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FY3758'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 FY3758'SOUTH OF BURLINGTON ALONG STATE HIGHWAY 62 AND AT THE BURLINGTON
 FY3758'MUNICIPAL AIRPORT.
 FY3758'OWNERSHIP--PUBLIC/CITY OF BURLINGTON, MANAGER - J.H. HARDIN, 3224
 FY3758'ALAMANCE ROAD, BURLINGTON NC 27253, PHONE 919-226-0793 (HOME),
 FY3758'919-277-1278 (AIRPORT).
 FY3758'
 FY3758'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 FY3758'STATE HIGHWAY 62, ON THE SOUTH SIDE OF BURLINGTON, GO
 FY3758'SOUTH FOR 2.0 KM (1.25 MI) ON HIGHWAY 62 TO THE AIRPORT ENTRANCE ON
 FY3758'THE LEFT.
 FY3758'TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI) ON A PAVED DRIVE TO A
 FY3758'PARKING AREA, AT CHAIN LINK FENCE AND TERMINAL ON THE RIGHT.  KEEP
 FY3758'LEFT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ALONG THE FENCE TO A GATE
 FY3758'ON THE RIGHT.  TURN RIGHT ON PAVEMENT, PASS THRU GATE AND GO
 FY3758'SOUTHEAST FOR 0.2 KM (0.1 MI) ACROSS APRON, BEARING LEFT ONTO A
 FY3758'RAMP TO THE RUNWAY AND THE STATION ON THE RIGHT.
 FY3758'
 FY3758'THE STATION IS A STANDARD NGS DISK
 FY3758'STAMPED---BURLPORT 1986---,
 FY3758'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY3758'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FY3758'56.39 METERS (185.0 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF A
 FY3758'ROUND CONCRETE DRAINAGE CULVERT 30 INCHES IN DIAMETER,
 FY3758'41.30 METERS (135.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 FY3758'THE RUNWAY,
 FY3758'31.39 METERS (103.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 FY3758'OF THE RAMP AND
 FY3758'22.40 METERS (73.5 FT) NORTH-NORTHWEST FROM A RAMP MARKER ARROW.
 FY3758'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 FY3758'STAMPED---BURLPORT 1986---,
 FY3758'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 FY3758'
 FY3758'NO REFERENCE MARKS WERE SET AT THIS TIME.
 FY3758'
 FY3758'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FY3758'MARCH 1986.
 FY3758'
 FY3758'THIS STATION SUITABLE FOR GPS SURVEYS.
 FY3758'
 FY3758'DESCRIBED BY K.R. WALLACE.
 FY3758
 FY3758                          STATION RECOVERY (1990)
 FY3758
 FY3758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FY3758'RECOVERED IN GOOD CONDITION.  NOTE--14.4 FT (4.4 M) SOUTH-SOUTHEAST OF
 FY3758'THE CENTER OF A 2X2 CONCRETE PAD WITH--CABLE-- IMPRINTED IN IT, AND
 FY3758'58.5 FT (17.8 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE
 FY3758'PAD SUPPORTING A--C TAXIWAY--INDICATOR SIGN.
 FY3758
 FY3758                          STATION RECOVERY (1999)
 FY3758
 FY3758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 FY3758'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY
 FY3758'AIRPORT CONTROL STATION.
 FY3758
 FY3758                          STATION RECOVERY (2008)
 FY3758
 FY3758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 FY3758'RECOVERED AS DESCRIBED.
 FY3758'DUE TO SECURITY CONCERNS, CONTACT BURLINGTON AIRPORT MANAGER PRIOR TO
 FY3758'ACCESSING THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8528 ***********************************************************************
 AE8528  DESIGNATION -  BURMA
 AE8528  PID         -  AE8528
 AE8528  STATE/COUNTY-  NC/MCDOWELL
 AE8528  USGS QUAD   -  MARION EAST (1994)
 AE8528
 AE8528                         *CURRENT SURVEY CONTROL
 AE8528  ___________________________________________________________________
 AE8528* NAD 83(2007)-  35 39 56.14604(N)    081 56 07.77791(W)     ADJUSTED  
 AE8528* NAVD 88     -       426.214  (meters)    1398.34   (feet)  ADJUSTED  
 AE8528  ___________________________________________________________________
 AE8528  EPOCH DATE  -        2002.00
 AE8528  X           -     727,819.334 (meters)                     COMP
 AE8528  Y           -  -5,136,734.870 (meters)                     COMP
 AE8528  Z           -   3,698,340.300 (meters)                     COMP
 AE8528  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AE8528  ELLIP HEIGHT-         394.360 (meters)          (02/10/07) ADJUSTED
 AE8528  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 AE8528  DYNAMIC HT  -         425.790 (meters)    1396.95  (feet)  COMP
 AE8528
 AE8528  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8528  Type    PID    Designation                      North   East  Ellip
 AE8528  -------------------------------------------------------------------
 AE8528  NETWORK AE8528 BURMA                             0.35   0.39   0.82
 AE8528  -------------------------------------------------------------------
 AE8528  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 AE8528
 AE8528  VERT ORDER  -  SECOND    CLASS I
 AE8528
 AE8528.The horizontal coordinates were established by GPS observations
 AE8528.and adjusted by the National Geodetic Survey in February 2007.
 AE8528
 AE8528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8528.The horizontal coordinates are valid at the epoch date displayed above.
 AE8528.The epoch date for horizontal control is a decimal equivalence
 AE8528.of Year/Month/Day.
 AE8528
 AE8528.The orthometric height was determined by differential leveling
 AE8528.and adjusted in March 2006.
 AE8528
 AE8528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8528
 AE8528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8528
 AE8528.The ellipsoidal height was determined by GPS observations
 AE8528.and is referenced to NAD 83.
 AE8528
 AE8528.The geoid height was determined by GEOID03.
 AE8528
 AE8528.The dynamic height is computed by dividing the NAVD 88
 AE8528.geopotential number by the normal gravity value computed on the
 AE8528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8528.degrees latitude (g = 980.6199 gals.).
 AE8528
 AE8528.The modeled gravity was interpolated from observed gravity values.
 AE8528
 AE8528;                    North         East     Units Scale Factor Converg.
 AE8528;SPC NC       -   216,428.489   343,879.067   MT  0.99989860   -1 41 39.4
 AE8528;SPC NC       -   710,065.80  1,128,209.91   sFT  0.99989860   -1 41 39.4
 AE8528;UTM  17      - 3,947,262.249   415,330.432   MT  0.99968834   -0 32 43.7
 AE8528
 AE8528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8528!SPC NC       -   0.99993811  x   0.99989860  =   0.99983671
 AE8528!UTM  17      -   0.99993811  x   0.99968834  =   0.99962647
 AE8528
 AE8528                          SUPERSEDED SURVEY CONTROL
 AE8528
 AE8528  NAD 83(2001)-  35 39 56.14595(N)    081 56 07.77778(W) AD(       ) 1
 AE8528  ELLIP H (03/13/03)  394.382  (m)                       GP(       ) 4 2
 AE8528  NAD 83(1995)-  35 39 56.14623(N)    081 56 07.77754(W) AD(       ) 1
 AE8528  NAD 83(1986)-  35 39 56.15432(N)    081 56 07.77857(W) AD(       ) 1
 AE8528  NAVD 88 (02/02/05)  426.21   (m)         1398.3    (f) LEVELING    3  
 AE8528  NGVD 29 (10/31/97)  426.3    (m)         1399.     (f) GPS OBS     3  
 AE8528
 AE8528.Superseded values are not recommended for survey control.
 AE8528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8528.See file dsdata.txt to determine how the superseded data were derived.
 AE8528
 AE8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1533047262(NAD 83)
 AE8528_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8528_STAMPING: BURMA 1994
 AE8528_MARK LOGO: NCGS  
 AE8528_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8528+STABILITY: SURFACE MOTION
 AE8528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8528+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AE8528
 AE8528  HISTORY     - Date     Condition        Report By
 AE8528  HISTORY     - 1994     MONUMENTED       NCGS
 AE8528  HISTORY     - 20020529 GOOD             NCGS
 AE8528  HISTORY     - 20020530 GOOD             NCGS
 AE8528
 AE8528                          STATION DESCRIPTION
 AE8528
 AE8528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE8528'STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF MARION AND
 AE8528'3.6 MI (5.8 KM) SOUTH OF NEBO AT THE HICKS MEMORIAL CHURCH.$PROCEED
 AE8528'ALONG SR 1750-BURMA ROAD FOR 2.65 MI (4.26 KM) SOUTHWEST FROM SR
 AE8528'1747-HARMONY GROVE ROAD AT THE I-40 OVERPASS (NEBO-LAKE JAMES
 AE8528'EXIT-90), THENCE SOUTHWEST FOR 0.1 MI (0.2 KM) ALONG CHURCH DRIVE TO
 AE8528'STATION BEHIND CONCRETE BLOCK WELL ENCLOSURE.$MARK IS ABOUT 20-FEET
 AE8528'HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED 66.0 FT (20.1 M) SOUTH
 AE8528'OF THE CENTERLINE OF SR 1750, 4.2 FT (1.3 M) NORTH-NORTHEAST OF THE
 AE8528'NORTHWEST CORNER OF BLOCK ENCLOSURE, 6.3 FT (1.9 M) NORTHWEST OF THE
 AE8528'NORTHEAST CORNER OF BLOCK ENCLOSURE, 117.1 FT (35.7 M) NORTHEAST OF
 AE8528'THE NORTHEAST CORNER OF CHURCH, 76.3 FT (23.3 M) EAST OF THE NORTHWEST
 AE8528'CORNER OF PARKING LOT, AND 39.9 FT (12.2 M) WEST-NORTHWEST OF A BRACE
 AE8528'POLE, 121.7 FT (37.1 M) EAST-NORTHEAST OF A LIGHT POLE--BOTH WITH
 AE8528'REFERENCE TAGS.
 AE8528
 AE8528                          STATION RECOVERY (2002)
 AE8528
 AE8528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AE8528'RECOVERED AS DESCRIBED.
 AE8528
 AE8528                          STATION RECOVERY (2002)
 AE8528
 AE8528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (MDB)
 AE8528'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8543 ***********************************************************************
 AE8543  DESIGNATION -  BURMA AZ MK
 AE8543  PID         -  AE8543
 AE8543  STATE/COUNTY-  NC/MCDOWELL
 AE8543  USGS QUAD   -  MARION EAST (1994)
 AE8543
 AE8543                         *CURRENT SURVEY CONTROL
 AE8543  ___________________________________________________________________
 AE8543* NAD 83(2001)-  35 39 57.74168(N)    081 56 00.40789(W)     ADJUSTED  
 AE8543* NAVD 88     -       429.6    (meters)    1409.     (feet)  VERTCON   
 AE8543  ___________________________________________________________________
 AE8543  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AE8543  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 AE8543  HORZ ORDER  -  SECOND
 AE8543
 AE8543.The horizontal coordinates were established by classical geodetic methods
 AE8543.and adjusted by the National Geodetic Survey in August 2005.
 AE8543
 AE8543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8543
 AE8543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8543
 AE8543.The geoid height was determined by GEOID03.
 AE8543
 AE8543;                    North         East     Units Scale Factor Converg.
 AE8543;SPC NC       -   216,472.162   344,065.782   MT  0.99989866   -1 41 35.2
 AE8543;SPC NC       -   710,209.08  1,128,822.49   sFT  0.99989866   -1 41 35.2
 AE8543;UTM  17      - 3,947,309.647   415,516.195   MT  0.99968795   -0 32 39.4
 AE8543
 AE8543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8543!SPC NC       -   0.99993757  x   0.99989866  =   0.99983624
 AE8543!UTM  17      -   0.99993757  x   0.99968795  =   0.99962554
 AE8543
 AE8543                          SUPERSEDED SURVEY CONTROL
 AE8543
 AE8543  NAD 83(1995)-  35 39 57.74196(N)    081 56 00.40765(W) AD(       ) 2
 AE8543  NAD 83(1986)-  35 39 57.74991(N)    081 56 00.40864(W) AD(       ) 2
 AE8543  NGVD 29 (10/31/97)  429.7    (m)         1410.     (f) VERT ANG    3  
 AE8543
 AE8543.Superseded values are not recommended for survey control.
 AE8543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8543.See file dsdata.txt to determine how the superseded data were derived.
 AE8543
 AE8543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1551647310(NAD 83)
 AE8543_MARKER: DZ = AZIMUTH MARK DISK
 AE8543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8543_STAMPING: BURMA 1994
 AE8543_MARK LOGO: NCGS  
 AE8543_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8543+STABILITY: SURFACE MOTION
 AE8543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8543+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE8543
 AE8543  HISTORY     - Date     Condition        Report By
 AE8543  HISTORY     - 1994     MONUMENTED       NCGS
 AE8543
 AE8543                          STATION DESCRIPTION
 AE8543
 AE8543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE8543'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST-SOUTHEAST OF MARION AND
 AE8543'3.5 MI (5.6 KM) SOUTH OF NEBO.$ALONG SR 1750-BURMA ROAD FOR 2.65 MI
 AE8543'(4.26 KM) SOUTHWEST FROM SR 1747-HARMONY GROVE ROAD, AT THE I-40
 AE8543'OVERPASS (NEBO-LAKE JAMES EXIT-90), AT HICKS MEMORIAL CHURCH DRIVE,
 AE8543'ABOUT 241-FEET EAST OF THE INTERSECTION.$MARK IS ABOUT 1-FOOT LOWER
 AE8543'THAN FOAD AND FLUSH WITH GROUND. LOCATED 27.0 FT (8.2 M)
 AE8543'NORTH-NORTHEAST OF THE CENTERLINE OF SR 1750, 94.5 FT (28.8 M)
 AE8543'WEST-NORTHWEST OF THE CENTERLINE OF GRAVEL DRIVE, 96.0 FT (29.3 M)
 AE8543'NORTHWEST OF INTERSECTION ROAD AND GRAVEL DRIVE--AND 9.6 FT (2.9 M)
 AE8543'SOUTH OF A 4-INCH POPLAR, 29.1 FT (8.9 M) WEST OF A 6-INCH PINE, 34.8
 AE8543'FT (10.6 M) EAST-SOUTHEAST OF A 5-INCH PINE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2564 ***********************************************************************
 FA2564  DESIGNATION -  BURMITH
 FA2564  PID         -  FA2564
 FA2564  STATE/COUNTY-  NC/MECKLENBURG
 FA2564  USGS QUAD   -  DERITA (1993)
 FA2564
 FA2564                         *CURRENT SURVEY CONTROL
 FA2564  ___________________________________________________________________
 FA2564* NAD 83(2001)-  35 17 49.58849(N)    080 50 24.10707(W)     ADJUSTED  
 FA2564* NAVD 88     -       246.7    (meters)     809.     (feet)  VERTCON   
 FA2564  ___________________________________________________________________
 FA2564  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 FA2564  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 FA2564  HORZ ORDER  -  SECOND
 FA2564
 FA2564.The horizontal coordinates were established by classical geodetic methods
 FA2564.and adjusted by the National Geodetic Survey in August 2005.
 FA2564
 FA2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2564
 FA2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2564
 FA2564.The geoid height was determined by GEOID03.
 FA2564
 FA2564;                    North         East     Units Scale Factor Converg.
 FA2564;SPC NC       -   173,171.507   442,268.540   MT  0.99987290   -1 03 43.2
 FA2564;SPC NC       -   568,146.85  1,451,009.37   sFT  0.99987290   -1 03 43.2
 FA2564;UTM  17      - 3,906,003.744   514,544.596   MT  0.99960261   +0 05 32.8
 FA2564
 FA2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2564!SPC NC       -   0.99996607  x   0.99987290  =   0.99983897
 FA2564!UTM  17      -   0.99996607  x   0.99960261  =   0.99956869
 FA2564
 FA2564:                Primary Azimuth Mark                     Grid Az
 FA2564:SPC NC       -  HYDE                                     161 44 19.6
 FA2564:UTM  17      -  HYDE                                     160 35 03.6
 FA2564
 FA2564|---------------------------------------------------------------------|
 FA2564| PID    Reference Object                     Distance      Geod. Az  |
 FA2564|                                                           dddmmss.s |
 FA2564| FA2571 HYDE                                APPROX. 0.9 KM 1604036.4 |
 FA2564|---------------------------------------------------------------------|
 FA2564
 FA2564                          SUPERSEDED SURVEY CONTROL
 FA2564
 FA2564  NAD 83(1986)-  35 17 49.60582(N)    080 50 24.11309(W) AD(       ) 2
 FA2564  NAD 27      -  35 17 49.10216(N)    080 50 24.85622(W) AD(       ) 2
 FA2564  NGVD 29 (07/19/86)  246.9    (m)          810.     (f) VERT ANG    3  
 FA2564
 FA2564.Superseded values are not recommended for survey control.
 FA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2564.See file dsdata.txt to determine how the superseded data were derived.
 FA2564
 FA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1454506004(NAD 83)
 FA2564_MARKER: DE = TRAVERSE STATION DISK
 FA2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2564_STAMPING: BURMITH 1965
 FA2564_MARK LOGO: NCGS  
 FA2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2564+STABILITY: SURFACE MOTION
 FA2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2564+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 FA2564
 FA2564  HISTORY     - Date     Condition        Report By
 FA2564  HISTORY     - 1965     MONUMENTED       NCGS
 FA2564  HISTORY     - 1986     GOOD             USPSQD
 FA2564  HISTORY     - 1987     GOOD             USPSQD
 FA2564  HISTORY     - 1990     GOOD             USPSQD
 FA2564  HISTORY     - 20010331 GOOD             USPSQD
 FA2564  HISTORY     - 20030514 MARK NOT FOUND   USPSQD
 FA2564  HISTORY     - 20070730 GOOD             INDIV
 FA2564
 FA2564                          STATION DESCRIPTION
 FA2564
 FA2564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA2564'BURMITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2564'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2564'
 FA2564'BURMITH IS 4.8 MILES N OF CHARLOTTE.  LOCATED 1.75 MILES N
 FA2564'ALONG U.S. 21 FROM BRIDGE OVER I 85.  0.9 MILES S OF NC
 FA2564'115.  0.25 MILES S OF BRICK SCHOOL HOUSE.  IN THE SW QUADRANT
 FA2564'OF U.S. 21 AND SR 2166.  AND 30 FT NE OF NE CORNER OF PHILLIPS
 FA2564'SERVICE STATION.
 FA2564'
 FA2564'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2564'BURMITH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2564'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2564'
 FA2564'MARK IS
 FA2564'
 FA2564'6.1 FT E OF STEEL LIGHT POST
 FA2564'
 FA2564'11.0 FT SSE OF PHILLIPS 66 SIGN POST
 FA2564'
 FA2564'61.2 FT S OF TP WITH ALUMINUM REF. TAG
 FA2564'
 FA2564'78.2 FT S OF 20 INCH OAK TREE WITH ALUMINUM REF. TAG
 FA2564'
 FA2564'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2564
 FA2564                          STATION RECOVERY (1986)
 FA2564
 FA2564'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2564'RECOVERED IN GOOD CONDITION.
 FA2564
 FA2564                          STATION RECOVERY (1987)
 FA2564
 FA2564'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2564'RECOVERED IN GOOD CONDITION.
 FA2564
 FA2564                          STATION RECOVERY (1990)
 FA2564
 FA2564'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2564'RECOVERED IN GOOD CONDITION.
 FA2564
 FA2564                          STATION RECOVERY (2001)
 FA2564
 FA2564'RECOVERY NOTE BY US POWER SQUADRON 2001
 FA2564'RECOVERED IN GOOD CONDITION.
 FA2564
 FA2564                          STATION RECOVERY (2003)
 FA2564
 FA2564'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 FA2564'SEARCHED QUADRANTS AT BURMITH AVENUE AND STATESVILLE ROAD WITH
 FA2564'MICRONTA 4001.  NO RMS HERE NOW.
 FA2564
 FA2564                          STATION RECOVERY (2007)
 FA2564
 FA2564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MPG)
 FA2564'DESCRIPTION IS ADEQUATE. OAK TREE IS NOW A 30 INCH OAK TREE AND PP
 FA2564'WITH REFERENCE TAG IS 114.6 FT SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2260 ***********************************************************************
 EB2260  DESIGNATION -  BURN
 EB2260  PID         -  EB2260
 EB2260  STATE/COUNTY-  NC/COLUMBUS
 EB2260  USGS QUAD   -  NAKINA (1990)
 EB2260
 EB2260                         *CURRENT SURVEY CONTROL
 EB2260  ___________________________________________________________________
 EB2260* NAD 83(2001)-  34 12 55.05609(N)    078 44 57.11250(W)     ADJUSTED  
 EB2260* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 EB2260  ___________________________________________________________________
 EB2260  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EB2260  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 EB2260  HORZ ORDER  -  SECOND
 EB2260
 EB2260.The horizontal coordinates were established by classical geodetic methods
 EB2260.and adjusted by the National Geodetic Survey in August 2005.
 EB2260
 EB2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2260
 EB2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2260
 EB2260.The geoid height was determined by GEOID03.
 EB2260
 EB2260;                    North         East     Units Scale Factor Converg.
 EB2260;SPC NC       -    51,646.604   632,713.678   MT  1.00003478   +0 08 41.1
 EB2260;SPC NC       -   169,443.90  2,075,828.13   sFT  1.00003478   +0 08 41.1
 EB2260;UTM  17      - 3,788,318.537   707,350.603   MT  1.00013001   +1 15 57.9
 EB2260
 EB2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2260!SPC NC       -   1.00000078  x   1.00003478  =   1.00003556
 EB2260!UTM  17      -   1.00000078  x   1.00013001  =   1.00013079
 EB2260
 EB2260|---------------------------------------------------------------------|
 EB2260| PID    Reference Object                     Distance      Geod. Az  |
 EB2260|                                                           dddmmss.s |
 EB2260| EB2267 JIM                                 379.682 METERS 14229     |
 EB2260|---------------------------------------------------------------------|
 EB2260
 EB2260                          SUPERSEDED SURVEY CONTROL
 EB2260
 EB2260  NAD 83(1986)-  34 12 55.06181(N)    078 44 57.11793(W) AD(       ) 2
 EB2260  NAD 27      -  34 12 54.45205(N)    078 44 58.05178(W) AD(       ) 2
 EB2260  NGVD 29 (07/19/86)   30.     (m)           98.     (f) VERT ANG    3  
 EB2260
 EB2260.Superseded values are not recommended for survey control.
 EB2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2260.See file dsdata.txt to determine how the superseded data were derived.
 EB2260
 EB2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0735188319(NAD 83)
 EB2260_MARKER: DE = TRAVERSE STATION DISK
 EB2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2260_STAMPING: BURN 1969
 EB2260_MARK LOGO: NCGS  
 EB2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2260+STABILITY: SURFACE MOTION
 EB2260
 EB2260  HISTORY     - Date     Condition        Report By
 EB2260  HISTORY     - 1969     MONUMENTED       NCGS
 EB2260
 EB2260                          STATION DESCRIPTION
 EB2260
 EB2260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2260'BURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2260'THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2260'
 EB2260'BURN IS LOCATED APPROXIMATELY 8.7 MILES NORTHEAST OF TABOR
 EB2260'CITY AND 3.05 MILES NNE OF SIDNEY.  TO REACH STATION PROCEED
 EB2260'FROM INTERSECTION OF U.S. 701 AND SR 1141, GO SOUTHEAST ON SR
 EB2260'1141 FOR 0.45 MILE TO STATION ON LEFT, APPROXIMATELY 200 FEET EAST
 EB2260'OF LANE LEADING TO TRAILER HOME AND 0.4 MILE NORTHWEST OF
 EB2260'INTERSECTION OF SR 1141 AND SR 1157.
 EB2260'
 EB2260'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2260'BURN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2260'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2260'
 EB2260'MARK IS
 EB2260'
 EB2260'14.8 FT NE OF C/L OF SR 1141
 EB2260'
 EB2260'5.3 FT SW OF DITCH ON NE SIDE OF SR 1141
 EB2260'
 EB2260'285.2 FT SW OF PP 13609 WITH ALUMINUM REF. TAG.
 EB2260'
 EB2260'255.2 FT SSW OF C/L OF DIRT DRIVEWAY
 EB2260'
 EB2260'204.7 FT WSW OF 14 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3050 ***********************************************************************
 EA3050  DESIGNATION -  BURN
 EA3050  PID         -  EA3050
 EA3050  STATE/COUNTY-  NC/DUPLIN
 EA3050  USGS QUAD   -  KENANSVILLE (1980)
 EA3050
 EA3050                         *CURRENT SURVEY CONTROL
 EA3050  ___________________________________________________________________
 EA3050* NAD 83(2001)-  34 56 29.46784(N)    077 57 41.07215(W)     ADJUSTED  
 EA3050* NAVD 88     -        34.6    (meters)     114.     (feet)  VERTCON   
 EA3050  ___________________________________________________________________
 EA3050  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 EA3050  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 EA3050  HORZ ORDER  -  SECOND
 EA3050
 EA3050.The horizontal coordinates were established by classical geodetic methods
 EA3050.and adjusted by the National Geodetic Survey in August 2005.
 EA3050
 EA3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3050
 EA3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3050
 EA3050.The geoid height was determined by GEOID03.
 EA3050
 EA3050;                    North         East     Units Scale Factor Converg.
 EA3050;SPC NC       -   132,671.745   704,467.268   MT  0.99988717   +0 35 58.0
 EA3050;SPC NC       -   435,273.88  2,311,239.70   sFT  0.99988717   +0 35 58.0
 EA3050;UTM  18      - 3,870,563.167   229,532.660   MT  1.00050169   -1 41 49.7
 EA3050;UTM  17      - 3,870,774.823   777,518.694   MT  1.00054932   +1 44 29.2
 EA3050
 EA3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3050!SPC NC       -   1.00000019  x   0.99988717  =   0.99988736
 EA3050!UTM  18      -   1.00000019  x   1.00050169  =   1.00050188
 EA3050!UTM  17      -   1.00000019  x   1.00054932  =   1.00054951
 EA3050
 EA3050|---------------------------------------------------------------------|
 EA3050| PID    Reference Object                     Distance      Geod. Az  |
 EA3050|                                                           dddmmss.s |
 EA3050| EA3046 PIG                                 386.271 METERS 09042     |
 EA3050|---------------------------------------------------------------------|
 EA3050
 EA3050                          SUPERSEDED SURVEY CONTROL
 EA3050
 EA3050  NAD 83(1986)-  34 56 29.47630(N)    077 57 41.08355(W) AD(       ) 2
 EA3050  NAD 27      -  34 56 28.87888(N)    077 57 42.13989(W) AD(       ) 2
 EA3050  NGVD 29 (07/19/86)   34.9    (m)          115.     (f) VERT ANG    3  
 EA3050
 EA3050.Superseded values are not recommended for survey control.
 EA3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3050.See file dsdata.txt to determine how the superseded data were derived.
 EA3050
 EA3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2953370563(NAD 83)
 EA3050_MARKER: DE = TRAVERSE STATION DISK
 EA3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3050_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3050+STABILITY: SURFACE MOTION
 EA3050
 EA3050  HISTORY     - Date     Condition        Report By
 EA3050  HISTORY     - 1976     MONUMENTED       NCGS
 EA3050
 EA3050                          STATION DESCRIPTION
 EA3050
 EA3050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3050'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF KENANSVILLE,
 EA3050'NORTH CAROLINA.
 EA3050'
 EA3050'TO REACH STATION FROM THE CROSSROADS OF NC 50 WITH SR 1959 SOUTHEAST
 EA3050'OF KENANSVILLE, PROCEED WEST ALONG SR 1959 FOR 0.85 MILE TO STATION ON
 EA3050'LEFT AT A FIELD ROAD INTO LARGE CLEARED AREA, APPROXIMATELY 500 FEET
 EA3050'WEST OF AN ABANDONED HOUSE, AND 1.15 MILE EAST OF INTERSECTION WITH NC
 EA3050'11.
 EA3050'
 EA3050'STATION MARK IS A STANDARD DISK STAMPED---BURN 1976---, SET IN THE TOP
 EA3050'OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE GROUND
 EA3050'SURFACE.  THE MARK IS 57.1 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 EA3050'SR 1959, 10.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF FIELD ROAD,
 EA3050'79.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF INTERSECTION OF SR 1959
 EA3050'WITH A WOODS TRACK ROAD, 102.7 FEET SOUTH OF 8 INCH PINE WITH ALUMINUM
 EA3050'TAG, 104.2 FEET WEST OF 6 INCH OAK WITH ALUMINUM TAG, AND 3.0 FEET
 EA3050'NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0661 ***********************************************************************
 EA0661  DESIGNATION -  BURNETT
 EA0661  PID         -  EA0661
 EA0661  STATE/COUNTY-  NC/NEW HANOVER
 EA0661  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0661
 EA0661                         *CURRENT SURVEY CONTROL
 EA0661  ___________________________________________________________________
 EA0661* NAD 83(2001)-  34 04 41.44356(N)    077 53 38.89888(W)     ADJUSTED  
 EA0661* NAVD 88     -         5.183  (meters)      17.00   (feet)  ADJUSTED  
 EA0661  ___________________________________________________________________
 EA0661  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 EA0661  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EA0661  DYNAMIC HT  -           5.177 (meters)      16.98  (feet)  COMP
 EA0661  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 EA0661
 EA0661  HORZ ORDER  -  SECOND
 EA0661  VERT ORDER  -  SECOND    CLASS 0
 EA0661
 EA0661.The horizontal coordinates were established by classical geodetic methods
 EA0661.and adjusted by the National Geodetic Survey in August 2005.
 EA0661
 EA0661.The orthometric height was determined by differential leveling
 EA0661.and adjusted in June 1991.
 EA0661
 EA0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0661
 EA0661.The geoid height was determined by GEOID03.
 EA0661
 EA0661.The dynamic height is computed by dividing the NAVD 88
 EA0661.geopotential number by the normal gravity value computed on the
 EA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0661.degrees latitude (g = 980.6199 gals.).
 EA0661
 EA0661.The modeled gravity was interpolated from observed gravity values.
 EA0661
 EA0661;                    North         East     Units Scale Factor Converg.
 EA0661;SPC NC       -    36,975.668   711,678.399   MT  1.00008042   +0 38 17.8
 EA0661;SPC NC       -   121,311.00  2,334,898.21   sFT  1.00008042   +0 38 17.8
 EA0661;UTM  18      - 3,774,605.661   232,935.083   MT  1.00047931   -1 37 21.4
 EA0661
 EA0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0661!SPC NC       -   1.00000504  x   1.00008042  =   1.00008546
 EA0661!UTM  18      -   1.00000504  x   1.00047931  =   1.00048435
 EA0661
 EA0661:                Primary Azimuth Mark                     Grid Az
 EA0661:SPC NC       -  ROSS                                     350 28 28.3
 EA0661:UTM  18      -  ROSS                                     352 44 07.5
 EA0661
 EA0661|---------------------------------------------------------------------|
 EA0661| PID    Reference Object                     Distance      Geod. Az  |
 EA0661|                                                           dddmmss.s |
 EA0661| EA0658 ROSS                                APPROX. 0.8 KM 3510646.1 |
 EA0661|---------------------------------------------------------------------|
 EA0661
 EA0661                          SUPERSEDED SURVEY CONTROL
 EA0661
 EA0661  NAD 83(1986)-  34 04 41.45523(N)    077 53 38.91369(W) AD(       ) 2
 EA0661  NAD 27      -  34 04 40.83577(N)    077 53 39.96360(W) AD(       ) 2
 EA0661  NGVD 29 (??/??/92)    5.467  (m)           17.94   (f) ADJ UNCH    2 0
 EA0661
 EA0661.Superseded values are not recommended for survey control.
 EA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0661.See file dsdata.txt to determine how the superseded data were derived.
 EA0661
 EA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3293574606(NAD 83)
 EA0661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EA0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0661_STAMPING: BURNETT 1963
 EA0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0661+STABILITY: SURFACE MOTION
 EA0661
 EA0661  HISTORY     - Date     Condition        Report By
 EA0661  HISTORY     - 1963     MONUMENTED       NCGS
 EA0661  HISTORY     - 1963     GOOD             NGS
 EA0661  HISTORY     - 1975     POOR             NCDNR
 EA0661  HISTORY     - 19901123 MARK NOT FOUND   USPSQD
 EA0661  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 EA0661  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA0661
 EA0661                          STATION DESCRIPTION
 EA0661
 EA0661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 EA0661'BURNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0661'IN THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0661'
 EA0661'BURNETT IS 10.40 MILES SSE OF THE CENTER OF WILMINGTON,
 EA0661'LOCATED 1.65 MILES NORTH ALONG U.S. 421 FROM CENTER OF BRIDGE
 EA0661'OVER INLAND WATERWAY, .75 MILES SOUTH OF SR 1148 AND ON THE
 EA0661'EAST SIDE OF THE NORTH BOUND LANE OF U.S. 421.
 EA0661'
 EA0661'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0661'BURNETT 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA0661'OF WHICH IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA0661'
 EA0661'MARK IS
 EA0661'
 EA0661'20.00 FT E OF C/L OF NORTH BOUND LANE OF U.S. 421,
 EA0661'
 EA0661'32.60 FT W OF 3 LEAD NAILS IN TEL. POLE 198,
 EA0661'
 EA0661'198.75 FT N OF HASP ON DOOR OF TEL. JUNCTION BOX, PAINTED
 EA0661'WHITE, SIZE 1X1 1/2X5,
 EA0661'
 EA0661'260.0 FT SW OF 3 LEAD NAILS IN TEL. POLE 197,
 EA0661'
 EA0661'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EA0661
 EA0661                          STATION RECOVERY (1963)
 EA0661
 EA0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0661'3 MI N FROM CAROLINA BEACH.
 EA0661'2.95 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0661'CHURCH AT CAROLINA BEACH, ON THE OUTSIDE OF A CURVE, ABOUT 0.6
 EA0661'MILE NORTH OF MOUNT PILGRIM BAPTIST CHURCH, 32 FEET WEST OF
 EA0661'TELEPHONE POLE 198, 20 FEET EAST OF CENTER LINE OF HIGHWAY, 8
 EA0661'FEET EAST OF EAST EDGE OF HIGHWAY, ABOUT LEVEL WITH HIGHWAY, AND
 EA0661'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  A NCGS
 EA0661'TRI-TRA. STA DISK
 EA0661
 EA0661                          STATION RECOVERY (1975)
 EA0661
 EA0661'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (LWA)
 EA0661'BURNETT 1963 DESTROYED.
 EA0661'
 EA0661'ENTIRE TOP KNOCKED OFF.  BURNETT 2 1975 ESTABLISHED NEARBY,
 EA0661'DESCRIPTION AND POSITION INCLUDED IN BRUNSWICK COUNTY PROJECT.
 EA0661
 EA0661                          STATION RECOVERY (1990)
 EA0661
 EA0661'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 EA0661'MARK NOT FOUND.
 EA0661
 EA0661                          STATION RECOVERY (1995)
 EA0661
 EA0661'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0661'MARK NOT FOUND.
 EA0661
 EA0661                          STATION RECOVERY (2004)
 EA0661
 EA0661'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1880 ***********************************************************************
 EZ1880  DESIGNATION -  BURNETT
 EZ1880  PID         -  EZ1880
 EZ1880  STATE/COUNTY-  NC/WILSON
 EZ1880  USGS QUAD   -  BAILEY (1981)
 EZ1880
 EZ1880                         *CURRENT SURVEY CONTROL
 EZ1880  ___________________________________________________________________
 EZ1880* NAD 83(2001)-  35 46 02.95279(N)    078 04 46.00833(W)     ADJUSTED  
 EZ1880* NAVD 88     -        80.415  (meters)     263.83   (feet)  ADJUSTED  
 EZ1880  ___________________________________________________________________
 EZ1880  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 EZ1880  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 EZ1880  DYNAMIC HT  -          80.345 (meters)     263.60  (feet)  COMP
 EZ1880  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 EZ1880
 EZ1880  HORZ ORDER  -  SECOND
 EZ1880  VERT ORDER  -  SECOND    CLASS I
 EZ1880
 EZ1880.The horizontal coordinates were established by classical geodetic methods
 EZ1880.and adjusted by the National Geodetic Survey in August 2005.
 EZ1880
 EZ1880.The orthometric height was determined by differential leveling
 EZ1880.and adjusted in June 1991.
 EZ1880
 EZ1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1880
 EZ1880.The geoid height was determined by GEOID03.
 EZ1880
 EZ1880.The dynamic height is computed by dividing the NAVD 88
 EZ1880.geopotential number by the normal gravity value computed on the
 EZ1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1880.degrees latitude (g = 980.6199 gals.).
 EZ1880
 EZ1880.The modeled gravity was interpolated from observed gravity values.
 EZ1880
 EZ1880;                    North         East     Units Scale Factor Converg.
 EZ1880;SPC NC       -   224,189.425   692,836.218   MT  0.99991300   +0 31 52.7
 EZ1880;SPC NC       -   735,528.14  2,273,080.16   sFT  0.99991300   +0 31 52.7
 EZ1880;UTM  17      - 3,962,095.056   764,029.536   MT  1.00045911   +1 42 29.0
 EZ1880;UTM  18      - 3,962,535.211   221,601.563   MT  1.00055518   -1 48 03.9
 EZ1880
 EZ1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1880!SPC NC       -   0.99999280  x   0.99991300  =   0.99990580
 EZ1880!UTM  17      -   0.99999280  x   1.00045911  =   1.00045190
 EZ1880!UTM  18      -   0.99999280  x   1.00055518  =   1.00054797
 EZ1880
 EZ1880:                Primary Azimuth Mark                     Grid Az
 EZ1880:SPC NC       -  SIMS                                     111 19 37.9
 EZ1880:UTM  17      -  SIMS                                     110 09 01.6
 EZ1880:UTM  18      -  SIMS                                     113 39 34.5
 EZ1880
 EZ1880|---------------------------------------------------------------------|
 EZ1880| PID    Reference Object                     Distance      Geod. Az  |
 EZ1880|                                                           dddmmss.s |
 EZ1880| EZ4092 SIMS                                APPROX. 2.0 KM 1115130.6 |
 EZ1880|---------------------------------------------------------------------|
 EZ1880
 EZ1880                          SUPERSEDED SURVEY CONTROL
 EZ1880
 EZ1880  NAD 83(1986)-  35 46 02.96041(N)    078 04 46.01858(W) AD(       ) 2
 EZ1880  NAD 27      -  35 46 02.39382(N)    078 04 47.05206(W) AD(       ) 2
 EZ1880  NGVD 29 (??/??/92)   80.726  (m)          264.85   (f) ADJ UNCH    2 1
 EZ1880
 EZ1880.Superseded values are not recommended for survey control.
 EZ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1880.See file dsdata.txt to determine how the superseded data were derived.
 EZ1880
 EZ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6403062095(NAD 83)
 EZ1880_MARKER: DE = TRAVERSE STATION DISK
 EZ1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1880_SP_SET: CONCRETE POST
 EZ1880_STAMPING: BURNETT 1972
 EZ1880_MARK LOGO: NCGS  
 EZ1880_PROJECTION: RECESSED 13 CENTIMETERS
 EZ1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1880+STABILITY: SURFACE MOTION
 EZ1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1880+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 EZ1880
 EZ1880  HISTORY     - Date     Condition        Report By
 EZ1880  HISTORY     - 1972     MONUMENTED       NCGS
 EZ1880  HISTORY     - 1978     GOOD             NCGS
 EZ1880  HISTORY     - 20070307 GOOD             GEOCAC
 EZ1880
 EZ1880                          STATION DESCRIPTION
 EZ1880
 EZ1880'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ1880'BURNETT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1880'VICINITY OF SIMS, NORTH CAROLINA.
 EZ1880'
 EZ1880'BURNETT IS LOCATED APPROXIMATELY 1.2 MILES W OF SIMS AND 2.3 MILES
 EZ1880'ESE OF BAILEY.  TO REACH STATION FROM INTERSECTION OF US 264 AND
 EZ1880'WILSON-NASH COUNTY LINE, PROCEED EAST ALONG US 264 0.3 MILE TO
 EZ1880'STATION ON LEFT SHOULDER, 0.2 MILE EAST OF INTERSECTION WITH SR 1138
 EZ1880'(S), ON WEST SIDE OF DRIVEWAY LEADING NORTH TO VACANT LOT, AND
 EZ1880'APPROXIMATELY 225 FEET WNW OF A WHITE FRAME DWELLING.
 EZ1880'
 EZ1880'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BURNETT
 EZ1880'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 EZ1880'INCHES BELOW THE GROUND.
 EZ1880'
 EZ1880'MARK IS
 EZ1880'18.6 FEET NNE OF C/L OF US 264.
 EZ1880'24.6 FEET SW OF POWER SERVICE POLE WITH ALUMINUM REF. TAG.
 EZ1880'91.0 FEET NE OF PP 5 WITH ALUMINUM REF. TAG.
 EZ1880'82.0 FEET W OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EZ1880'20.4 FEET W OF W END OF CULVERT UNDER DRIVEWAY NORTH.
 EZ1880
 EZ1880                          STATION RECOVERY (1978)
 EZ1880
 EZ1880'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EZ1880'1.2 MI WEST FROM SIMS.
 EZ1880'TO REACH STATION FROM THE INTERSECTION OF OLD US 264 AND WILSON NASH
 EZ1880'COUNTY LINE, PROCEED EAST ALONG OLD US 264 FOR 0.3 MILE TO STATION ON
 EZ1880'LEFT SHOULDER, 0.2 MILE EAST OF INTERSECTION WITH SR 1138 SOUTH, ON
 EZ1880'WEST SIDE OF DRIVEWAY LEADING NORTH TO VACANT LOT, 18.6 FT. NORTH
 EZ1880'NORTHEAST OF CENTERLINE OF OLD US 264, 91.0 FT. NORTHWEST OF POWER
 EZ1880'POLE NUMBER 5 WITH ALUMINUM TAG, 82.0 FT. WEST OF 8 INCH PINE WITH
 EZ1880'ALUMINUM TAG AND 20.4 FT. WEST OF WEST END OF CULVERT UNDER DRIVEWAY
 EZ1880'NORTH.
 EZ1880
 EZ1880                          STATION RECOVERY (2007)
 EZ1880
 EZ1880'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ1880'THE ORIGINAL REFERENCES REMAIN VALID. MARK IS RECESSED 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3144 ***********************************************************************
 FB3144  DESIGNATION -  BURNETT
 FB3144  PID         -  FB3144
 FB3144  STATE/COUNTY-  NC/HAYWOOD
 FB3144  USGS QUAD   -  WAYNESVILLE (1979)
 FB3144
 FB3144                         *CURRENT SURVEY CONTROL
 FB3144  ___________________________________________________________________
 FB3144* NAD 83(2007)-  35 23 34.62280(N)    082 56 23.66993(W)     ADJUSTED  
 FB3144* NAVD 88     -       915.1    (meters)    3002.     (feet)  VERTCON   
 FB3144  ___________________________________________________________________
 FB3144  EPOCH DATE  -        2002.00
 FB3144  X           -     639,873.492 (meters)                     COMP
 FB3144  Y           -  -5,166,548.789 (meters)                     COMP
 FB3144  Z           -   3,674,005.825 (meters)                     COMP
 FB3144  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FB3144  ELLIP HEIGHT-         886.627 (meters)          (02/10/07) ADJUSTED
 FB3144  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 FB3144
 FB3144  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3144  Type    PID    Designation                      North   East  Ellip
 FB3144  -------------------------------------------------------------------
 FB3144  NETWORK FB3144 BURNETT                           1.72   1.41   5.02
 FB3144  -------------------------------------------------------------------
 FB3144
 FB3144.The horizontal coordinates were established by GPS observations
 FB3144.and adjusted by the National Geodetic Survey in February 2007.
 FB3144
 FB3144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3144.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3144.The horizontal coordinates are valid at the epoch date displayed above.
 FB3144.The epoch date for horizontal control is a decimal equivalence
 FB3144.of Year/Month/Day.
 FB3144
 FB3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3144
 FB3144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3144
 FB3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3144
 FB3144.The ellipsoidal height was determined by GPS observations
 FB3144.and is referenced to NAD 83.
 FB3144
 FB3144.The geoid height was determined by GEOID03.
 FB3144
 FB3144;                    North         East     Units Scale Factor Converg.
 FB3144;SPC NC       -   189,354.051   251,800.564   MT  0.99987562   -2 16 26.4
 FB3144;SPC NC       -   621,239.08    826,115.68   sFT  0.99987562   -2 16 26.4
 FB3144;UTM  17      - 3,918,349.047   323,819.410   MT  0.99998253   -1 07 25.8
 FB3144
 FB3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3144!SPC NC       -   0.99986085  x   0.99987562  =   0.99973649
 FB3144!UTM  17      -   0.99986085  x   0.99998253  =   0.99984339
 FB3144
 FB3144|---------------------------------------------------------------------|
 FB3144| PID    Reference Object                     Distance      Geod. Az  |
 FB3144|                                                           dddmmss.s |
 FB3144| FB3142 SIDING                              375.758 METERS 02220     |
 FB3144|---------------------------------------------------------------------|
 FB3144
 FB3144                          SUPERSEDED SURVEY CONTROL
 FB3144
 FB3144  NAD 83(2001)-  35 23 34.62268(N)    082 56 23.66997(W) AD(       ) 1
 FB3144  ELLIP H (03/13/03)  886.626  (m)                       GP(       ) 4 2
 FB3144  NAD 83(1995)-  35 23 34.62297(N)    082 56 23.67001(W) AD(       ) 1
 FB3144  NAD 83(1986)-  35 23 34.63005(N)    082 56 23.66950(W) AD(       ) 1
 FB3144  NAD 83(1986)-  35 23 34.62996(N)    082 56 23.66932(W) AD(       ) 1
 FB3144  NAD 83(1986)-  35 23 34.62702(N)    082 56 23.66861(W) AD(       ) 2
 FB3144  NAD 27      -  35 23 34.24717(N)    082 56 24.19266(W) AD(       ) 2
 FB3144  NGVD 29 (04/26/96)  915.1    (m)         3002.     (f) GPS OBS     3  
 FB3144
 FB3144.Superseded values are not recommended for survey control.
 FB3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3144.See file dsdata.txt to determine how the superseded data were derived.
 FB3144
 FB3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2381918349(NAD 83)
 FB3144_MARKER: DE = TRAVERSE STATION DISK
 FB3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3144_STAMPING: BURNETT 1977
 FB3144_MARK LOGO: NCGS  
 FB3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3144+STABILITY: SURFACE MOTION
 FB3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3144+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 FB3144
 FB3144  HISTORY     - Date     Condition        Report By
 FB3144  HISTORY     - 1977     MONUMENTED       NCGS
 FB3144  HISTORY     - 19930226 GOOD             NCGS
 FB3144
 FB3144                          STATION DESCRIPTION
 FB3144
 FB3144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB3144'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH OF LAKE LOGAN,
 FB3144'7.3 MILES SOUTH-SOUTHEAST OF WAYNESVILLE AND 11.3 MILES SOUTHWEST OF
 FB3144'CANTON.
 FB3144'
 FB3144'TO REACH THE STATION FROM THE JUNCTION OF US 276, NC 215 AND NC 110
 FB3144'SOUTH OF CANTON, PROCEED SOUTHWEST ALONG NC 215 FOR 8.3 MILES TO
 FB3144'STATION ON LEFT IN GRASSY AREA, APPROXIMATELY 400 FEET SOUTH OF THE
 FB3144'BURNETT SIDING MISSIONARY BAPTIST CHURCH AND 1.3 MILES SOUTH OF THE
 FB3144'NC 215 BRIDGE OVER LAKE LOGAN.
 FB3144'
 FB3144'STATION MARK IS A STANDARD DISK STAMPED---BURNETT 1977---, SET IN THE
 FB3144'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FB3144'THE MARK IS 29.8 FEET SOUTHEAST OF THE CENTERLINE OF NC 215, 58.3 FEET
 FB3144'NORTHEAST OF NORTH END OF GUARD RAIL, 61.2 FEET NORTHEAST OF AN 8 INCH
 FB3144'LOCUST WITH REFERENCE TAG AND 308.8 FEET SOUTHWEST OF POWER POLE WITH
 FB3144'LIGHT AND REFERENCE TAG.
 FB3144
 FB3144                          STATION RECOVERY (1993)
 FB3144
 FB3144'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3144'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3240 ***********************************************************************
 FY3240  DESIGNATION -  BURNETT
 FY3240  PID         -  FY3240
 FY3240  STATE/COUNTY-  NC/ALAMANCE
 FY3240  USGS QUAD   -  BURLINGTON NE (1994)
 FY3240
 FY3240                         *CURRENT SURVEY CONTROL
 FY3240  ___________________________________________________________________
 FY3240* NAD 83(2001)-  36 12 59.50058(N)    079 18 31.42044(W)     ADJUSTED  
 FY3240* NAVD 88     -       224.3    (meters)     736.     (feet)  VERTCON   
 FY3240  ___________________________________________________________________
 FY3240  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FY3240  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FY3240  HORZ ORDER  -  SECOND
 FY3240
 FY3240.The horizontal coordinates were established by classical geodetic methods
 FY3240.and adjusted by the National Geodetic Survey in August 2005.
 FY3240
 FY3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3240
 FY3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3240
 FY3240.The geoid height was determined by GEOID03.
 FY3240
 FY3240;                    North         East     Units Scale Factor Converg.
 FY3240;SPC NC       -   273,669.674   581,841.115   MT  1.00001430   -0 10 41.5
 FY3240;SPC NC       -   897,864.59  1,908,923.72   sFT  1.00001430   -0 10 41.5
 FY3240;UTM  17      - 4,009,290.873   652,019.278   MT  0.99988475   +0 59 58.1
 FY3240
 FY3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3240!SPC NC       -   0.99996959  x   1.00001430  =   0.99998389
 FY3240!UTM  17      -   0.99996959  x   0.99988475  =   0.99985434
 FY3240
 FY3240:                Primary Azimuth Mark                     Grid Az
 FY3240:SPC NC       -  CLARK                                    227 11 26.6
 FY3240:UTM  17      -  CLARK                                    226 00 47.0
 FY3240
 FY3240|---------------------------------------------------------------------|
 FY3240| PID    Reference Object                     Distance      Geod. Az  |
 FY3240|                                                           dddmmss.s |
 FY3240| FY3242 CLARK                               APPROX. 0.6 KM 2270045.1 |
 FY3240|---------------------------------------------------------------------|
 FY3240
 FY3240                          SUPERSEDED SURVEY CONTROL
 FY3240
 FY3240  NAD 83(1993)-  36 12 59.50235(N)    079 18 31.42551(W) AD(       ) 2
 FY3240  NAD 83(1986)-  36 12 59.50362(N)    079 18 31.42747(W) AD(       ) 2
 FY3240  NAD 27      -  36 12 59.01867(N)    079 18 32.35456(W) AD(       ) 2
 FY3240  NGVD 29 (07/19/86)  224.5    (m)          737.     (f) VERT ANG    3  
 FY3240
 FY3240.Superseded values are not recommended for survey control.
 FY3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3240.See file dsdata.txt to determine how the superseded data were derived.
 FY3240
 FY3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5201909291(NAD 83)
 FY3240_MARKER: DE = TRAVERSE STATION DISK
 FY3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3240_STAMPING: BURNETT 1968
 FY3240_MARK LOGO: NCGS  
 FY3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3240+STABILITY: SURFACE MOTION
 FY3240
 FY3240  HISTORY     - Date     Condition        Report By
 FY3240  HISTORY     - 1968     MONUMENTED       NCGS
 FY3240
 FY3240                          STATION DESCRIPTION
 FY3240
 FY3240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3240'BURNETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3240'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3240'
 FY3240'BURNETT IS LOCATED APPROXIMATELY 9.2 MILES NORTHEAST OF HAW
 FY3240'RIVER.  TO REACH STATION PROCEED FROM THE INTERSECTION ON NC 49
 FY3240'AND NC 62, GO NORTH ON NC 62 FOR 1.1 MILE TO INTERSECTION OF SR
 FY3240'1907, TURN RIGHT (NE) ON SR 1907 FOR 1.6 MILES TO STATION.  WHICH
 FY3240'IS ON THE SOUTHEAST SHOULDER OF SR 1907, 0.1 MILE SOUTHWEST OF
 FY3240'PLEASANT GROVE UNION SCHOOL AND 0.7 MILE SOUTHWEST OF
 FY3240'INTERSECTION OF SR 1907 AND NC 119.
 FY3240'
 FY3240'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3240'BURNETT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3240'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3240'
 FY3240'MARK IS
 FY3240'
 FY3240'19.0 FT SE OF C/L OF SR 1907
 FY3240'
 FY3240'87.7 FT NE OF PP IN FRONT YARD OF ONE STORY HOUSE ON SE SIDE
 FY3240'OF SR 1907, AND WITH ALUMINUM REF. TAG
 FY3240'
 FY3240'129.7 FT E OF UTILITY POLE ON NORTHWEST SIDE OF SR 1907, AND
 FY3240'WITH ALUMINUM REF. TAG
 FY3240'
 FY3240'263.2 FT SW OF PP 16 ON SE SIDE OF SR 1907 WITH TELEPHONE
 FY3240'PEDESTAL, AND WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4321 ***********************************************************************
 FB4321  HT_MOD      -  This is a Height Modernization Survey Station.
 FB4321  DESIGNATION -  BURNETT
 FB4321  PID         -  FB4321
 FB4321  STATE/COUNTY-  NC/BUNCOMBE
 FB4321  USGS QUAD   -  MONTREAT (1994)
 FB4321
 FB4321                         *CURRENT SURVEY CONTROL
 FB4321  ___________________________________________________________________
 FB4321* NAD 83(2007)-  35 38 58.15141(N)    082 20 21.85336(W)     ADJUSTED  
 FB4321* NAVD 88     -       805.39   (meters)    2642.4    (feet)  GPS OBS   
 FB4321  ___________________________________________________________________
 FB4321  EPOCH DATE  -        2002.00
 FB4321  X           -     691,770.018 (meters)                     COMP
 FB4321  Y           -  -5,143,077.519 (meters)                     COMP
 FB4321  Z           -   3,697,109.954 (meters)                     COMP
 FB4321  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FB4321  ELLIP HEIGHT-         775.329 (meters)          (02/10/07) ADJUSTED
 FB4321  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 FB4321
 FB4321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4321  Type    PID    Designation                      North   East  Ellip
 FB4321  -------------------------------------------------------------------
 FB4321  NETWORK FB4321 BURNETT                           0.37   0.31   0.78
 FB4321  -------------------------------------------------------------------
 FB4321
 FB4321.The horizontal coordinates were established by GPS observations
 FB4321.and adjusted by the National Geodetic Survey in February 2007.
 FB4321
 FB4321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4321.The horizontal coordinates are valid at the epoch date displayed above.
 FB4321.The epoch date for horizontal control is a decimal equivalence
 FB4321.of Year/Month/Day.
 FB4321
 FB4321.The orthometric height was determined by GPS observations and a
 FB4321.high-resolution geoid model.
 FB4321.The orthometric height was determined by GPS observations and a
 FB4321.high-resolution geoid model using precise GPS observation and
 FB4321.processing techniques.
 FB4321
 FB4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4321
 FB4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4321
 FB4321.The ellipsoidal height was determined by GPS observations
 FB4321.and is referenced to NAD 83.
 FB4321
 FB4321.The geoid height was determined by GEOID03.
 FB4321
 FB4321;                    North         East     Units Scale Factor Converg.
 FB4321;SPC NC       -   215,797.803   307,269.824   MT  0.99989661   -1 55 38.7
 FB4321;SPC NC       -   707,996.63  1,008,101.08   sFT  0.99989661   -1 55 38.7
 FB4321;UTM  17      - 3,945,898.624   378,747.227   MT  0.99978117   -0 46 50.6
 FB4321
 FB4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4321!SPC NC       -   0.99987832  x   0.99989661  =   0.99977495
 FB4321!UTM  17      -   0.99987832  x   0.99978117  =   0.99965952
 FB4321
 FB4321                          SUPERSEDED SURVEY CONTROL
 FB4321
 FB4321  NAD 83(2001)-  35 38 58.15080(N)    082 20 21.85339(W) AD(       ) 1
 FB4321  ELLIP H (01/25/05)  775.346  (m)                       GP(       ) 4 1
 FB4321  NAD 83(2001)-  35 38 58.15150(N)    082 20 21.85327(W) AD(       ) 1
 FB4321  ELLIP H (03/13/03)  775.351  (m)                       GP(       ) 4 2
 FB4321  NAD 83(1995)-  35 38 58.15187(N)    082 20 21.85318(W) AD(       ) 1
 FB4321  NAD 83(1986)-  35 38 58.15865(N)    082 20 21.85397(W) AD(       ) 1
 FB4321  NAVD 88 (10/14/94)  805.28   (m)         2642.0    (f) LEVELING    3  
 FB4321  NGVD 29 (07/31/96)  805.2    (m)         2642.     (f) GPS OBS     3  
 FB4321
 FB4321.Superseded values are not recommended for survey control.
 FB4321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4321.See file dsdata.txt to determine how the superseded data were derived.
 FB4321
 FB4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7874745899(NAD 83)
 FB4321_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4321_SP_SET: CONCRETE POST
 FB4321_STAMPING: BURNETT 1991
 FB4321_MARK LOGO: NCGS  
 FB4321_PROJECTION: RECESSED 3 CENTIMETERS
 FB4321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4321+STABILITY: SURFACE MOTION
 FB4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4321+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 FB4321
 FB4321  HISTORY     - Date     Condition        Report By
 FB4321  HISTORY     - 1991     MONUMENTED       NCGS
 FB4321  HISTORY     - 19930929 GOOD             NCGS
 FB4321  HISTORY     - 20040815 GOOD             GEOMET
 FB4321
 FB4321                          STATION DESCRIPTION
 FB4321
 FB4321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB4321'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH-NORTHWEST OF BLACK
 FB4321'MOUNTAIN AND 12.5 MI (20.1 KM) EAST-NORTHEAST OF ASHEVILLE, AT THE
 FB4321'MOUNTAIN VIEW BAPTIST CHURCH CEMETERY.  PROCEED ALONG NC 9 (MONTREAT
 FB4321'ROAD) FOR 0.6 MI (1.0 KM) NORTH FROM US 70 (IN BLACK MOUNTAIN),
 FB4321'THENCE NORTHWEST FOR 1.35 MI (2.17 KM) ALONG SR 2474, THENCE NORTH
 FB4321'FOR 0.95 MI (1.53 KM) ALONG SR 2476 (NORTH FORK ROAD) TO STATION
 FB4321'BEHIND CHURCH IN NORTH EDGE OF CEMETERY.  MARK IS ABOUT 1 FOOT HIGHER
 FB4321'THAN CEMETERY ROAD AND FLUSH WITH GROUND.  LOCATED 10.1 FT (3.1 M)
 FB4321'SOUTH-SOUTHWEST OF THE CENTERLINE OF GRAVEL CEMETERY DRIVE, 5.2 FT
 FB4321'(1.6 M) NORTH-NORTHEAST OF THE W. N. BURNETTE GRAVESTONE, 77.0 FT
 FB4321'(23.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE FELLOWSHIP
 FB4321'HALL, AND 79.5 FT (24.2 M) EAST-SOUTHEAST OF A DRAINAGE GRATE.
 FB4321
 FB4321                          STATION RECOVERY (1993)
 FB4321
 FB4321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB4321'RECOVERED AS DESCRIBED.
 FB4321
 FB4321                          STATION RECOVERY (2004)
 FB4321
 FB4321'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 FB4321'TO REACH IS ADEQUATE, NEW REFERENCE TIES FOLLOW. IT IS 23.5 METERS
 FB4321'(77.0 FEET) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE FELLOWSHIP
 FB4321'HALL,  22.1 METERS (72.4 FEET) NORTHWEST FROM A DRAINAGE GRATE, 20.9
 FB4321'METERS (68.5 FEET) SOUTH  FROM POWER POLE NUMBER 56873, 3.1 METERS
 FB4321'(10.1 FEET) SOUTHWEST FROM THE CENTERLINE OF A  GRAVEL CEMETERY DRIVE,
 FB4321'2.7 METERS (9.0 FEET) SOUTHWEST FROM THE WEST EDGE OF A PARKING  LOT,
 FB4321'AND 1.6 METERS (5.2 FEET) NORTHEAST FROM THE W.N. BURNETTE GRAVESTONE.
 FB4321'NOTE SINCE THAT LAST RECOVERY, THE GRAVEL CEMETERY ROAD HAS BEEN
 FB4321'GRADED, MOVED AND  WIDENED FOR A PARKING AREA. MOUNTAIN VIEW BAPTIST
 FB4321'CHURCH IS CURRENTLY UNDERGOING  RENOVATIONS. THE CEMETERY ROAD NO
 FB4321'LONGER CIRCLES PAST THE MARK. THE OLD DRAINAGE  GRATE 24.2 METERS
 FB4321'(79.5 FEET) AWAY HAS BEEN DESTROYED BY GRADING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7085 ***********************************************************************
 AH7085  DESIGNATION -  BURNETT
 AH7085  PID         -  AH7085
 AH7085  STATE/COUNTY-  NC/GUILFORD
 AH7085  USGS QUAD   -  PLEASANT GARDEN (1982)
 AH7085
 AH7085                         *CURRENT SURVEY CONTROL
 AH7085  ___________________________________________________________________
 AH7085* NAD 83(2001)-  35 56 21.22096(N)    079 49 37.30283(W)     ADJUSTED  
 AH7085* NAVD 88     -       251.6    (meters)     825.     (feet)  VERT ANG  
 AH7085  ___________________________________________________________________
 AH7085  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 AH7085  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 AH7085  HORZ ORDER  -  SECOND
 AH7085
 AH7085.The horizontal coordinates were established by classical geodetic methods
 AH7085.and adjusted by the National Geodetic Survey in August 2005.
 AH7085
 AH7085.The orthometric height was determined by vertical angle observations.
 AH7085
 AH7085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7085
 AH7085.The geoid height was determined by GEOID03.
 AH7085
 AH7085;                    North         East     Units Scale Factor Converg.
 AH7085;SPC NC       -   243,168.718   534,981.114   MT  0.99994446   -0 28 38.4
 AH7085;SPC NC       -   797,796.04  1,755,183.87   sFT  0.99994446   -0 28 38.4
 AH7085;UTM  17      - 3,977,843.674   605,800.497   MT  0.99973793   +0 41 18.6
 AH7085
 AH7085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7085!SPC NC       -   0.99996530  x   0.99994446  =   0.99990977
 AH7085!UTM  17      -   0.99996530  x   0.99973793  =   0.99970324
 AH7085
 AH7085                          SUPERSEDED SURVEY CONTROL
 AH7085
 AH7085  NAD 83(1986)-  35 56 21.22758(N)    079 49 37.31035(W) AD(       ) 2
 AH7085
 AH7085.Superseded values are not recommended for survey control.
 AH7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7085.See file dsdata.txt to determine how the superseded data were derived.
 AH7085
 AH7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0580077844(NAD 83)
 AH7085_MARKER: DH = HORIZONTAL CONTROL DISK
 AH7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7085_STAMPING: BURNETT 1985
 AH7085_MARK LOGO: NCGS  
 AH7085_PROJECTION: FLUSH
 AH7085_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7085+STABILITY: SURFACE MOTION
 AH7085
 AH7085  HISTORY     - Date     Condition        Report By
 AH7085  HISTORY     - 1985     MONUMENTED       NCGS
 AH7085
 AH7085                          STATION DESCRIPTION
 AH7085
 AH7085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB)
 AH7085'STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) SOUTH OF GREENSBORO. ALONG
 AH7085'US 220 FOR 1.8 KM (1.10 MI) NORTH FROM THE OVERPASS OF NC 62, OR 0.5
 AH7085'KM (0.30 MI) SOUTH OF THE OVERPASS OF SR 1104, ON TOP OF THE WEST BANK
 AH7085'OF THE SOUTH BOUND LANE, AND ABOUT OPPOSITE THE NORTH END OF A
 AH7085'CONCRETE DRAINAGE DITCH IN MEDIAN. MARK IS A STANDARD NCGS DISK
 AH7085'STAMPED---BURNETT 1985---, SET IN TOP OF A ROUND CONCRETE MONUMENT, 25
 AH7085'CM IN DIAMETER, AND FLUSH WITH GROUND. LOCATED 25.3 M (83.0 FT)
 AH7085'WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, 0.8 M (2.6
 AH7085'FT) EAST-SOUTHEAST OF A METAL WITNESS POST--AND 19.0 M (62.3 FT)
 AH7085'SOUTHEAST OF A R/W POST, 19.3 M (63.3 FT) EAST-NORTHEAST OF A 10-INCH
 AH7085'PINE--BOTH WITH REFERENCE TAGS.  MARK IS 2 FEET (0.6 M) ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2724 ***********************************************************************
 EA2724  DESIGNATION -  BURNETT 2
 EA2724  PID         -  EA2724
 EA2724  STATE/COUNTY-  NC/NEW HANOVER
 EA2724  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2724
 EA2724                         *CURRENT SURVEY CONTROL
 EA2724  ___________________________________________________________________
 EA2724* NAD 83(2001)-  34 04 39.44212(N)    077 53 38.68817(W)     ADJUSTED  
 EA2724* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 EA2724  ___________________________________________________________________
 EA2724  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 EA2724  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EA2724  HORZ ORDER  -  SECOND
 EA2724
 EA2724.The horizontal coordinates were established by classical geodetic methods
 EA2724.and adjusted by the National Geodetic Survey in August 2005.
 EA2724
 EA2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2724
 EA2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2724
 EA2724.The geoid height was determined by GEOID03.
 EA2724
 EA2724;                    North         East     Units Scale Factor Converg.
 EA2724;SPC NC       -    36,914.059   711,684.489   MT  1.00008062   +0 38 17.9
 EA2724;SPC NC       -   121,108.88  2,334,918.19   sFT  1.00008062   +0 38 17.9
 EA2724;UTM  18      - 3,774,543.834   232,938.739   MT  1.00047928   -1 37 21.2
 EA2724
 EA2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2724!SPC NC       -   1.00000513  x   1.00008062  =   1.00008575
 EA2724!UTM  18      -   1.00000513  x   1.00047928  =   1.00048441
 EA2724
 EA2724:                Primary Azimuth Mark                     Grid Az
 EA2724:SPC NC       -  E 233 RESET                              196 12 38.1
 EA2724:UTM  18      -  E 233 RESET                              198 28 17.2
 EA2724
 EA2724|---------------------------------------------------------------------|
 EA2724| PID    Reference Object                     Distance      Geod. Az  |
 EA2724|                                                           dddmmss.s |
 EA2724| EA2723 E 233 RESET                         APPROX. 0.9 KM 1965056.0 |
 EA2724|---------------------------------------------------------------------|
 EA2724
 EA2724                          SUPERSEDED SURVEY CONTROL
 EA2724
 EA2724  NAD 83(1986)-  34 04 39.45372(N)    077 53 38.70292(W) AD(       ) 2
 EA2724  NAD 27      -  34 04 38.83470(N)    077 53 39.75302(W) AD(       ) 2
 EA2724  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG    3  
 EA2724
 EA2724.Superseded values are not recommended for survey control.
 EA2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2724.See file dsdata.txt to determine how the superseded data were derived.
 EA2724
 EA2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3293974544(NAD 83)
 EA2724_MARKER: DE = TRAVERSE STATION DISK
 EA2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2724_STAMPING: BURNETT 2 1975
 EA2724_MARK LOGO: NCGS  
 EA2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2724+STABILITY: SURFACE MOTION
 EA2724
 EA2724  HISTORY     - Date     Condition        Report By
 EA2724  HISTORY     - 1975     MONUMENTED       NCGS
 EA2724  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 EA2724  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2724
 EA2724                          STATION DESCRIPTION
 EA2724
 EA2724'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LA)
 EA2724'BURNETT 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2724'IN THE VICINITY OF CAROLINA BEACH, NORTH CAROLINA.
 EA2724'
 EA2724'BURNETT 2 IS LOCATED APPROXIMATELY 3.0 MILES NORTH OF CAROLINA
 EA2724'BEACH, AND 11.1 MILES SOUTH OF WILMINGTON.  TO REACH STATION FROM
 EA2724'CENTER OF THE U.S. 421 BRIDGE OVER THE INTRACOASTAL WATERWAY
 EA2724'(SNOWS CUT), PROCEED NORTH ALONG U.S. 421 FOR 1.5 MILES TO STATION
 EA2724'ON RIGHT AT TWO TELEPHONE EQUIPMENT BOXES, 0.6 MILE NORTH OF
 EA2724'MT. PILGRIM MISSIONARY BAPTIST CHURCH, AND APPROXIMATELY 500
 EA2724'FEET SOUTH OF A ROAD LEADING EAST TO CAMPING GROUNDS.
 EA2724'
 EA2724'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2724'BURNETT 2 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EA2724'OF WHICH IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA2724'
 EA2724'MARK IS 42.0 FT E OF C/L OF U.S. 421 NORTH BOUND LANE
 EA2724'
 EA2724'3.0 FT W OF TP 199 WITH TELEPHONE EQUIPMENT BOX AND ALUMINUM
 EA2724'REF. TAG
 EA2724'
 EA2724'4.8 FT SW OF TOP OF A TELEPHONE REPAIR BOX FOR UNDERGROUND CABLES
 EA2724'
 EA2724'9.5 FT SW OF TP 198-1/2 WITH TELEPHONE REPAIR BOX WITH ALUMINUM
 EA2724'REF. TAG
 EA2724'
 EA2724'15.0 FT N OF BRACE POLE
 EA2724'
 EA2724'BURNETT 1963 DESTROYED
 EA2724'
 EA2724'BURNETT 2 1975 REPLACES BURNETT 1963.
 EA2724
 EA2724                          STATION RECOVERY (1995)
 EA2724
 EA2724'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA2724'MARK NOT FOUND.
 EA2724
 EA2724                          STATION RECOVERY (2004)
 EA2724
 EA2724'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4326 ***********************************************************************
 FB4326  DESIGNATION -  BURNETT AZ MK
 FB4326  PID         -  FB4326
 FB4326  STATE/COUNTY-  NC/BUNCOMBE
 FB4326  USGS QUAD   -  MONTREAT (1994)
 FB4326
 FB4326                         *CURRENT SURVEY CONTROL
 FB4326  ___________________________________________________________________
 FB4326* NAD 83(2001)-  35 39 11.43990(N)    082 20 19.24615(W)     NO CHECK  
 FB4326* NAVD 88     -       774.49   (meters)    2541.0    (feet)  LEVELING  
 FB4326  ___________________________________________________________________
 FB4326  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 FB4326  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB4326  HORZ ORDER  -  SECOND
 FB4326  VERT ORDER  -  THIRD
 FB4326
 FB4326.The horizontal coordinates were established by classical geodetic methods
 FB4326.and adjusted by the National Geodetic Survey in August 2005.
 FB4326.No horizontal observational check was made to the station.
 FB4326
 FB4326.The orthometric height was determined by differential leveling.
 FB4326.The vertical network tie was performed by a horz. field party for horz.
 FB4326.obs reductions. Reset procedures were used to establish the elevation.
 FB4326
 FB4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4326
 FB4326.The geoid height was determined by GEOID03.
 FB4326
 FB4326;                    North         East     Units Scale Factor Converg.
 FB4326;SPC NC       -   216,204.877   307,349.137   MT  0.99989706   -1 55 37.2
 FB4326;SPC NC       -   709,332.17  1,008,361.29   sFT  0.99989706   -1 55 37.2
 FB4326;UTM  17      - 3,946,307.157   378,818.369   MT  0.99978096   -0 46 49.4
 FB4326
 FB4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4326!SPC NC       -   0.99988317  x   0.99989706  =   0.99978024
 FB4326!UTM  17      -   0.99988317  x   0.99978096  =   0.99966415
 FB4326
 FB4326                          SUPERSEDED SURVEY CONTROL
 FB4326
 FB4326  NAD 83(1995)-  35 39 11.44125(N)    082 20 19.24593(W) AD(       ) 2
 FB4326  NAD 83(1986)-  35 39 11.44795(N)    082 20 19.24630(W) AD(       ) 2
 FB4326  NGVD 29 (03/11/98)  774.58   (m)         2541.3    (f) LEVELING    3  
 FB4326
 FB4326.Superseded values are not recommended for survey control.
 FB4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4326.See file dsdata.txt to determine how the superseded data were derived.
 FB4326
 FB4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7881846307(NAD 83)
 FB4326_MARKER: DZ = AZIMUTH MARK DISK
 FB4326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4326_SP_SET: CONCRETE POST
 FB4326_STAMPING: BURNETT 1991
 FB4326_MARK LOGO: NCGS  
 FB4326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4326+STABILITY: SURFACE MOTION
 FB4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4326+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FB4326
 FB4326  HISTORY     - Date     Condition        Report By
 FB4326  HISTORY     - 1991     MONUMENTED       NCGS
 FB4326
 FB4326                          STATION DESCRIPTION
 FB4326
 FB4326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB4326'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHWEST OF BLACK
 FB4326'MOUNTAIN AND 12.7 MI (20.4 KM) EAST-NORTHEAST OF ASHEVILLE.  PROCEED
 FB4326'ALONG NC 9 (MONTREAT ROAD) FOR 0.6 MI (1.0 KM) NORTH FROM US 70 (IN
 FB4326'BLACK MOUNTAIN), THENCE NORTH FOR 1.4 MI (2.3 KM) ALONG SR 2476
 FB4326'(NORTH FORK ROAD) TO SR 2546 (MORRIS DAIRY ROAD) AND STATION 73 FEET
 FB4326'SOUTHWEST NEAR SOUTHWEST CORNER OF BRIDGE OVER WALKER BRANCH.  MARK
 FB4326'IS ABOUT 2 FEET LOWER THAN ROAD AND FLUSH WITH GROUND.  LOCATED 18.9
 FB4326'FT (5.8 M) WEST OF THE CENTERLINE OF SR 2476, 73.4 FT (22.4 M)
 FB4326'SOUTH-SOUTHWEST OF SR 2546, 25.5 FT (7.8 M) SOUTH-SOUTHWEST OF THE
 FB4326'SOUTHWEST CORNER OF THE BRIDGE, AND 11.5 FT (3.5 M) SOUTH OF A
 FB4326'TELEPHONE POLE--29 1/2--WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5229 ***********************************************************************
 EZ5229  DESIGNATION -  BURNETTE
 EZ5229  PID         -  EZ5229
 EZ5229  STATE/COUNTY-  NC/WAKE
 EZ5229  USGS QUAD   -  GARNER (1993)
 EZ5229
 EZ5229                         *CURRENT SURVEY CONTROL
 EZ5229  ___________________________________________________________________
 EZ5229* NAD 83(2001)-  35 42 09.87616(N)    078 32 06.10833(W)     ADJUSTED  
 EZ5229* NAVD 88     -       123.0    (meters)     404.     (feet)  VERTCON   
 EZ5229  ___________________________________________________________________
 EZ5229  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 EZ5229  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 EZ5229  HORZ ORDER  -  SECOND
 EZ5229
 EZ5229.The horizontal coordinates were established by classical geodetic methods
 EZ5229.and adjusted by the National Geodetic Survey in August 2005.
 EZ5229
 EZ5229.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5229
 EZ5229.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5229
 EZ5229.The geoid height was determined by GEOID03.
 EZ5229
 EZ5229;                    North         East     Units Scale Factor Converg.
 EZ5229;SPC NC       -   216,719.136   651,677.171   MT  0.99990349   +0 16 06.1
 EZ5229;SPC NC       -   711,019.37  2,138,044.19   sFT  0.99990349   +0 16 06.1
 EZ5229;UTM  17      - 3,953,779.758   723,014.736   MT  1.00021292   +1 26 20.8
 EZ5229
 EZ5229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5229!SPC NC       -   0.99998596  x   0.99990349  =   0.99988945
 EZ5229!UTM  17      -   0.99998596  x   1.00021292  =   1.00019887
 EZ5229
 EZ5229|---------------------------------------------------------------------|
 EZ5229| PID    Reference Object                     Distance      Geod. Az  |
 EZ5229|                                                           dddmmss.s |
 EZ5229| EZ5231 DENNIS                              271.752 METERS 05400     |
 EZ5229| EZ5227 AUBURN                              APPROX. 0.6 KM 3194804.5 |
 EZ5229|---------------------------------------------------------------------|
 EZ5229
 EZ5229                          SUPERSEDED SURVEY CONTROL
 EZ5229
 EZ5229  NAD 83(1986)-  35 42 09.88180(N)    078 32 06.12069(W) AD(       ) 2
 EZ5229  NAD 27      -  35 42 09.33153(N)    078 32 07.11253(W) AD(       ) 2
 EZ5229  NGVD 29 (07/19/86)  123.3    (m)          405.     (f) VERT ANG    3  
 EZ5229
 EZ5229.Superseded values are not recommended for survey control.
 EZ5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5229.See file dsdata.txt to determine how the superseded data were derived.
 EZ5229
 EZ5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2301553780(NAD 83)
 EZ5229_MARKER: DE = TRAVERSE STATION DISK
 EZ5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5229_STAMPING: BURNETTE 1965
 EZ5229_MARK LOGO: NCGS  
 EZ5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5229+STABILITY: SURFACE MOTION
 EZ5229
 EZ5229  HISTORY     - Date     Condition        Report By
 EZ5229  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5229
 EZ5229                          STATION DESCRIPTION
 EZ5229
 EZ5229'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5229'BURNETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5229'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5229'
 EZ5229'BURNETTE IS 7.85 MILES SE OF GARNER.  LOCATED 1.3 MILES NE
 EZ5229'ALONG SR 2555 FROM SR 1004 IN AUBURN.  0.2 MILES SW ALONG SR
 EZ5229'2555 FROM SR 2542.  AND IN PASTURE ON W SIDE OF SR 2555 ON
 EZ5229'BURNETTES FARM.
 EZ5229'
 EZ5229'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5229'BURNETTE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5229'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ5229'
 EZ5229'MARK IS
 EZ5229'
 EZ5229'24.6 FT W OF C/L OF SR 2555
 EZ5229'
 EZ5229'16.0 FT W OF YELLOW ARROW PAINTED ON SR 2555
 EZ5229'
 EZ5229'160.3 FT S OF PP WITH ALUMINUM REF. TAG
 EZ5229'
 EZ5229'5.2 FT W OF FENCE POST WITH ALUMINUM REF. TAG
 EZ5229'
 EZ5229'150.6 FT N OF PP WITH ALUMINUM REF. TAG
 EZ5229'
 EZ5229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2627 ***********************************************************************
 FY2627  DESIGNATION -  BURNETTE
 FY2627  PID         -  FY2627
 FY2627  STATE/COUNTY-  NC/FRANKLIN
 FY2627  USGS QUAD   -  INGLESIDE (1979)
 FY2627
 FY2627                         *CURRENT SURVEY CONTROL
 FY2627  ___________________________________________________________________
 FY2627* NAD 83(2001)-  36 08 38.13481(N)    078 17 38.69319(W)     ADJUSTED  
 FY2627* NAVD 88     -       102.5    (meters)     336.     (feet)  VERTCON   
 FY2627  ___________________________________________________________________
 FY2627  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 FY2627  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 FY2627  HORZ ORDER  -  SECOND
 FY2627
 FY2627.The horizontal coordinates were established by classical geodetic methods
 FY2627.and adjusted by the National Geodetic Survey in August 2005.
 FY2627
 FY2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2627
 FY2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2627
 FY2627.The geoid height was determined by GEOID03.
 FY2627
 FY2627;                    North         East     Units Scale Factor Converg.
 FY2627;SPC NC       -   265,796.322   673,132.654   MT  0.99999373   +0 24 26.8
 FY2627;SPC NC       -   872,033.43  2,208,436.05   sFT  0.99999373   +0 24 26.8
 FY2627;UTM  17      - 4,003,304.501   743,461.868   MT  1.00033040   +1 35 48.4
 FY2627
 FY2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2627!SPC NC       -   0.99998916  x   0.99999373  =   0.99998289
 FY2627!UTM  17      -   0.99998916  x   1.00033040  =   1.00031955
 FY2627
 FY2627:                Primary Azimuth Mark                     Grid Az
 FY2627:SPC NC       -  PETE                                     172 25 35.4
 FY2627:UTM  17      -  PETE                                     171 14 13.8
 FY2627
 FY2627|---------------------------------------------------------------------|
 FY2627| PID    Reference Object                     Distance      Geod. Az  |
 FY2627|                                                           dddmmss.s |
 FY2627| FY2626 PETE                                APPROX. 0.6 KM 1725002.2 |
 FY2627|---------------------------------------------------------------------|
 FY2627
 FY2627                          SUPERSEDED SURVEY CONTROL
 FY2627
 FY2627  NAD 83(1993)-  36 08 38.13868(N)    078 17 38.70138(W) AD(       ) 2
 FY2627  NAD 83(1986)-  36 08 38.13804(N)    078 17 38.70575(W) AD(       ) 2
 FY2627  NAD 27      -  36 08 37.59750(N)    078 17 39.72467(W) AD(       ) 2
 FY2627  NGVD 29 (07/19/86)  102.8    (m)          337.     (f) VERT ANG    3  
 FY2627
 FY2627.Superseded values are not recommended for survey control.
 FY2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2627.See file dsdata.txt to determine how the superseded data were derived.
 FY2627
 FY2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4346203305(NAD 83)
 FY2627_MARKER: DE = TRAVERSE STATION DISK
 FY2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2627+STABILITY: SURFACE MOTION
 FY2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2627+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 FY2627
 FY2627  HISTORY     - Date     Condition        Report By
 FY2627  HISTORY     - 1976     MONUMENTED       NCGS
 FY2627  HISTORY     - 1985     GOOD             USPSQD
 FY2627  HISTORY     - 1987     GOOD             USPSQD
 FY2627  HISTORY     - 1987     GOOD             USPSQD
 FY2627  HISTORY     - 20050409 GOOD             USPSQD
 FY2627
 FY2627                          STATION DESCRIPTION
 FY2627
 FY2627'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY2627'BURNETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 FY2627'APPROXIMATELY 3.1 MILES NORTH OF LOUISBURG, NORTH CAROLINA.
 FY2627'
 FY2627'TO REACH STATION FROM INTERSECTION OF NC 561 WITH US 401 - NC 39 IN
 FY2627'LOUISBURG, PROCEED NORTHERLY ALONG US 401 - NC 39 FOR 2.65 MILES TO
 FY2627'STATION ON THE RIGHT IN EAST SHOULDER, APPROXIMATELY 200 FEET
 FY2627'NORTHWEST OF MARION ROBERSONS ONE STORY BRICK RESIDENCE AND 0.4 MILE
 FY2627'NORTH OF THE T INTERSECTION WITH SR 1414 (EAST).
 FY2627'
 FY2627'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BURNETTE 1976---, SET
 FY2627'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 INCHES BELOW
 FY2627'THE SURFACE OF THE GROUND.  THE MARK IS 20.0 FEET EAST OF THE
 FY2627'CENTERLINE OF US 401, 178.1 FEET NORTHWEST OF NORTHWEST CORNER OF
 FY2627'BRICK HOUSE, 50.4 FEET NORTHWEST OF TELEPHONE POLE NO.49 WITH ALUMINUM
 FY2627'TAG, 62.4 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO.50 WITH ALUMINUM
 FY2627'TAG, AND 66.1 FEET EAST OF POWER POLE WITH ALUMINUM TAG.
 FY2627
 FY2627                          STATION RECOVERY (1985)
 FY2627
 FY2627'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2627'RECOVERED IN GOOD CONDITION.
 FY2627
 FY2627                          STATION RECOVERY (1987)
 FY2627
 FY2627'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2627'RECOVERED IN GOOD CONDITION.
 FY2627
 FY2627                          STATION RECOVERY (1987)
 FY2627
 FY2627'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2627'RECOVERED IN GOOD CONDITION.
 FY2627
 FY2627                          STATION RECOVERY (2005)
 FY2627
 FY2627'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 FY2627'N 36 08.635
 FY2627'W 078 17.644
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7907 ***********************************************************************
 AE7907  DESIGNATION -  BURNETTE
 AE7907  PID         -  AE7907
 AE7907  STATE/COUNTY-  NC/MCDOWELL
 AE7907  USGS QUAD   -  MARION WEST (1994)
 AE7907
 AE7907                         *CURRENT SURVEY CONTROL
 AE7907  ___________________________________________________________________
 AE7907* NAD 83(2001)-  35 40 12.33545(N)    082 06 53.37673(W)     ADJUSTED  
 AE7907* NAVD 88     -       407.335  (meters)    1336.40   (feet)  ADJUSTED  
 AE7907  ___________________________________________________________________
 AE7907  LAPLACE CORR-          -9.00  (seconds)                    DEFLEC99
 AE7907  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 AE7907  DYNAMIC HT  -         406.927 (meters)    1335.06  (feet)  COMP
 AE7907  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 AE7907
 AE7907  HORZ ORDER  -  SECOND
 AE7907  VERT ORDER  -  SECOND    CLASS II
 AE7907
 AE7907.The horizontal coordinates were established by classical geodetic methods
 AE7907.and adjusted by the National Geodetic Survey in August 2005.
 AE7907
 AE7907.The orthometric height was determined by differential leveling
 AE7907.and adjusted in May 1998.
 AE7907
 AE7907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7907
 AE7907.The geoid height was determined by GEOID03.
 AE7907
 AE7907.The dynamic height is computed by dividing the NAVD 88
 AE7907.geopotential number by the normal gravity value computed on the
 AE7907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7907.degrees latitude (g = 980.6199 gals.).
 AE7907
 AE7907.The modeled gravity was interpolated from observed gravity values.
 AE7907
 AE7907;                    North         East     Units Scale Factor Converg.
 AE7907;SPC NC       -   217,421.843   327,666.593   MT  0.99989917   -1 47 52.0
 AE7907;SPC NC       -   713,324.83  1,075,019.48   sFT  0.99989917   -1 47 52.0
 AE7907;UTM  17      - 3,947,930.392   399,104.433   MT  0.99972544   -0 39 00.5
 AE7907
 AE7907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7907!SPC NC       -   0.99994096  x   0.99989917  =   0.99984014
 AE7907!UTM  17      -   0.99994096  x   0.99972544  =   0.99966642
 AE7907
 AE7907                          SUPERSEDED SURVEY CONTROL
 AE7907
 AE7907  NAD 83(1995)-  35 40 12.33576(N)    082 06 53.37650(W) AD(       ) 2
 AE7907  NAD 83(1986)-  35 40 12.34355(N)    082 06 53.37752(W) AD(       ) 2
 AE7907  NGVD 29 (05/27/98)  407.44   (m)         1336.7    (f) LEVELING    3  
 AE7907
 AE7907.Superseded values are not recommended for survey control.
 AE7907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7907.See file dsdata.txt to determine how the superseded data were derived.
 AE7907
 AE7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9910447930(NAD 83)
 AE7907_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7907_STAMPING: BURNETTE 1986
 AE7907_MARK LOGO: NCGS  
 AE7907_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7907+STABILITY: SURFACE MOTION
 AE7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7907+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2006
 AE7907
 AE7907  HISTORY     - Date     Condition        Report By
 AE7907  HISTORY     - 1986     MONUMENTED       NCGS
 AE7907  HISTORY     - 20060925 GOOD             WNCLS
 AE7907
 AE7907                          STATION DESCRIPTION
 AE7907
 AE7907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE7907'STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) SOUTHWEST OF PLEASANT
 AE7907'GARDENS, AND 9.8 KM (6.10 MI) WEST OF MARION. ALONG US 70 FOR 5.5 KM
 AE7907'(3.40 MI) WEST FROM NC 80 (LAKE TAHOMA ROAD), TO SR 1413 (BURNETTE
 AE7907'ROAD), ON THE WEST SIDE OF THE INTERSECTION, ABOUT MIDWAY BETWEEN THE
 AE7907'SOUTHWEST END OF THE NORTHWEST HEADWALL OF MACKEY CREEK AND THE EDGE
 AE7907'OF THE PAVEMENT. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL
 AE7907'WITH HIGHWAY. LOCATED 4.72 M (15.49 FT) NORTHWEST FROM THE CENTERLINE
 AE7907'OF THE HIGHWAY, 40.0 M (131.2 FT) WEST OF THE T-INTERSECTION, 2.26 M
 AE7907'(7.41 FT) SOUTHEAST FROM THE NORTHEAST END OF THE CONCRETE HEADWALL,
 AE7907'AND 16.7 M (54.8 FT) EAST-NORTHEAST FROM A POWER POLE (Z 82 A) WITH A
 AE7907'REFERENCE TAG.
 AE7907
 AE7907                          STATION RECOVERY (2006)
 AE7907
 AE7907'RECOVERY NOTE BY WNC LAND SURVEYORS 2006 (JAN)
 AE7907'MARK IS ALSO LOCATED 2.0 FT SOUTHEAST FROM GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8225 ***********************************************************************
 AF8225  DESIGNATION -  BURNETTE
 AF8225  PID         -  AF8225
 AF8225  STATE/COUNTY-  NC/POLK
 AF8225  USGS QUAD   -  FINGERVILLE WEST (1983)
 AF8225
 AF8225                         *CURRENT SURVEY CONTROL
 AF8225  ___________________________________________________________________
 AF8225* NAD 83(2001)-  35 12 34.53761(N)    082 03 16.72354(W)     ADJUSTED  
 AF8225* NAVD 88     -       304.6    (meters)     999.     (feet)  VERT ANG  
 AF8225  ___________________________________________________________________
 AF8225  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AF8225  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AF8225  HORZ ORDER  -  SECOND
 AF8225
 AF8225.The horizontal coordinates were established by classical geodetic methods
 AF8225.and adjusted by the National Geodetic Survey in August 2005.
 AF8225
 AF8225.The orthometric height was determined by vertical angle observations.
 AF8225
 AF8225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8225
 AF8225.The geoid height was determined by GEOID03.
 AF8225
 AF8225;                    North         East     Units Scale Factor Converg.
 AF8225;SPC NC       -   166,191.068   331,540.393   MT  0.99987286   -1 45 47.0
 AF8225;SPC NC       -   545,245.20  1,087,728.77   sFT  0.99987286   -1 45 47.0
 AF8225;UTM  17      - 3,896,796.043   404,006.069   MT  0.99971356   -0 36 29.2
 AF8225
 AF8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8225!SPC NC       -   0.99995719  x   0.99987286  =   0.99983005
 AF8225!UTM  17      -   0.99995719  x   0.99971356  =   0.99967076
 AF8225
 AF8225                          SUPERSEDED SURVEY CONTROL
 AF8225
 AF8225  NAD 83(1986)-  35 12 34.54800(N)    082 03 16.73354(W) AD(       ) 2
 AF8225
 AF8225.Superseded values are not recommended for survey control.
 AF8225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8225.See file dsdata.txt to determine how the superseded data were derived.
 AF8225
 AF8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU0400696796(NAD 83)
 AF8225_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8225_STAMPING: BURNETTE 1985
 AF8225_MARK LOGO: NCGS  
 AF8225_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8225+STABILITY: SURFACE MOTION
 AF8225
 AF8225  HISTORY     - Date     Condition        Report By
 AF8225  HISTORY     - 1985     MONUMENTED       NCGS
 AF8225  HISTORY     - 20011207 GOOD             USPSQD
 AF8225
 AF8225                          STATION DESCRIPTION
 AF8225
 AF8225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ESL)
 AF8225'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF SANDY PLAINS,
 AF8225'13.8 KM (8.55 MI) EAST-SOUTHEAST OF COLUMBUS. ALONG NC 9 FOR 0.75 KM
 AF8225'(0.45 MI) SOUTH OF THE SR 1343 INTERSECTION, AT GREEN CREEK, AT A
 AF8225'PRIVATE DRIVE, AT A FENCE LINE. MARK IS FLUSH WITH GROUND AND 4-FEET
 AF8225'HIGHER THAN NC 9. LOCATED 30.9 M (101.4 FT) WEST OF THE CENTERLINE OF
 AF8225'NC 9, 6.77 M (22.21 FT) NORTH OF THE CENTERLINE OF GRAVEL DRIVE, 55.93
 AF8225'M (183.50 FT) SOUTHEAST OF NORTHEAST CORNER OF BRICK HOUSE, 22.19 M
 AF8225'(72.80 FT) WEST OF TELEPHONE PEDESTAL (A3 044)--AND 0.7 M (2.3 FT)
 AF8225'SOUTH OF FENCE POST, 27.13 M (89.01 FT) NORTH-NORTHWEST OF POWER POLE
 AF8225'WITH TRANSFORMER--BOTH WITH REFERENCE TAGS.
 AF8225
 AF8225                          STATION RECOVERY (2001)
 AF8225
 AF8225'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 AF8225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4462 ***********************************************************************
 FX4462  HT_MOD      -  This is a Height Modernization Survey Station.
 FX4462  DESIGNATION -  BURNHAM
 FX4462  PID         -  FX4462
 FX4462  STATE/COUNTY-  NC/CAMDEN
 FX4462  USGS QUAD   -  SOUTH MILLS (1982)
 FX4462
 FX4462                         *CURRENT SURVEY CONTROL
 FX4462  ___________________________________________________________________
 FX4462* NAD 83(2007)-  36 27 27.23601(N)    076 19 55.92787(W)     ADJUSTED  
 FX4462* NAVD 88     -         3.77   (meters)      12.4    (feet)  GPS OBS   
 FX4462  ___________________________________________________________________
 FX4462  EPOCH DATE  -        2002.00
 FX4462  X           -   1,213,587.723 (meters)                     COMP
 FX4462  Y           -  -4,990,524.927 (meters)                     COMP
 FX4462  Z           -   3,769,128.535 (meters)                     COMP
 FX4462  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 FX4462  ELLIP HEIGHT-         -33.196 (meters)          (02/10/07) ADJUSTED
 FX4462  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 FX4462
 FX4462  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4462  Type    PID    Designation                      North   East  Ellip
 FX4462  -------------------------------------------------------------------
 FX4462  NETWORK FX4462 BURNHAM                           0.94   0.82   1.57
 FX4462  -------------------------------------------------------------------
 FX4462
 FX4462.The horizontal coordinates were established by GPS observations
 FX4462.and adjusted by the National Geodetic Survey in February 2007.
 FX4462
 FX4462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4462.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4462.The horizontal coordinates are valid at the epoch date displayed above.
 FX4462.The epoch date for horizontal control is a decimal equivalence
 FX4462.of Year/Month/Day.
 FX4462
 FX4462.The orthometric height was determined by GPS observations and a
 FX4462.high-resolution geoid model.
 FX4462.The orthometric height was determined by GPS observations and a
 FX4462.high-resolution geoid model using precise GPS observation and
 FX4462.processing techniques.
 FX4462
 FX4462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4462
 FX4462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4462
 FX4462.The ellipsoidal height was determined by GPS observations
 FX4462.and is referenced to NAD 83.
 FX4462
 FX4462.The geoid height was determined by GEOID03.
 FX4462
 FX4462;                    North         East     Units Scale Factor Converg.
 FX4462;SPC NC       -   303,588.186   848,736.252   MT  1.00009419   +1 32 23.2
 FX4462;SPC NC       -   996,022.24  2,784,562.19   sFT  1.00009419   +1 32 23.2
 FX4462;UTM  18      - 4,035,525.860   380,626.025   MT  0.99977557   -0 47 30.2
 FX4462
 FX4462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4462!SPC NC       -   1.00000521  x   1.00009419  =   1.00009940
 FX4462!UTM  18      -   1.00000521  x   0.99977557  =   0.99978078
 FX4462
 FX4462                          SUPERSEDED SURVEY CONTROL
 FX4462
 FX4462  NAD 83(2001)-  36 27 27.23683(N)    076 19 55.92743(W) AD(       ) 1
 FX4462  ELLIP H (03/13/03)  -33.187  (m)                       GP(       ) 4 2
 FX4462  NAD 83(1986)-  36 27 27.25009(N)    076 19 55.95327(W) AD(       ) 1
 FX4462  NAD 83(1993)-  36 27 27.24518(N)    076 19 55.93186(W) AD(       ) 2
 FX4462  NAD 83(1986)-  36 27 27.24761(N)    076 19 55.95711(W) AD(       ) 2
 FX4462  NGVD 29 (11/01/90)    4.3    (m)           14.     (f) VERT ANG    3  
 FX4462
 FX4462.Superseded values are not recommended for survey control.
 FX4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4462.See file dsdata.txt to determine how the superseded data were derived.
 FX4462
 FX4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8062635526(NAD 83)
 FX4462_MARKER: DE = TRAVERSE STATION DISK
 FX4462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4462_STAMPING: BURNHAM 1978
 FX4462_MARK LOGO: NCGS  
 FX4462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4462+STABILITY: SURFACE MOTION
 FX4462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4462+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2001
 FX4462
 FX4462  HISTORY     - Date     Condition        Report By
 FX4462  HISTORY     - 1978     MONUMENTED       NCGS
 FX4462  HISTORY     - 20011205 GOOD             NCGS
 FX4462
 FX4462                          STATION DESCRIPTION
 FX4462
 FX4462'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4462'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE NORTH OF SOUTH MILLS.
 FX4462'
 FX4462'TO REACH THE STATION FROM THE EAST END OF THE US 17 BRIDGE OVER THE
 FX4462'INTRACOASTAL WATERWAY IN SOUTH MILLS, PROCEED NORTHWEST ALONG SR 1243
 FX4462'FOR 0.4 MILE TO THE INTERSECTION WITH US 17, THENCE NORTHWEST ALONG
 FX4462'US 17 FOR 0.5 MILE TO A TWO STORY WHITE SHINGLED HOUSE AND STATION ON
 FX4462'RIGHT, AND 1.0 MILE SOUTHEAST OF THE INTERSECTION WITH SR 1226.
 FX4462'
 FX4462'STATION MARK IS A STANDARD DISK STAMPED---BURNHAM 1978---SET IN TOP OF
 FX4462'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4462'25.5 FEET EAST OF THE CENTERLINE OF US 17, 15.3 FEET NORTH OF
 FX4462'CENTERLINE OF DRIVEWAY, 86.7 FEET NORTH OF CENTERLINE OF CONCRETE
 FX4462'SIDEWALK, 100.5 FEET NORTHWEST OF NORTHEAST CORNER OF FOUNDATION OF
 FX4462'RESIDENCE AND 20.4 FEET SOUTHWEST OF FENCE POST WITH REFERENCE TAG.
 FX4462
 FX4462                          STATION RECOVERY (2001)
 FX4462
 FX4462'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX4462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3959 ***********************************************************************
 AH3959  DESIGNATION -  BURNLEY
 AH3959  PID         -  AH3959
 AH3959  STATE/COUNTY-  NC/SURRY
 AH3959  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 AH3959
 AH3959                         *CURRENT SURVEY CONTROL
 AH3959  ___________________________________________________________________
 AH3959* NAD 83(2001)-  36 29 08.03893(N)    080 35 30.71206(W)     ADJUSTED  
 AH3959* NAVD 88     -       326.384  (meters)    1070.81   (feet)  ADJUSTED  
 AH3959  ___________________________________________________________________
 AH3959  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH3959  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AH3959  DYNAMIC HT  -         326.081 (meters)    1069.82  (feet)  COMP
 AH3959  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 AH3959
 AH3959  HORZ ORDER  -  SECOND
 AH3959  VERT ORDER  -  SECOND    CLASS II
 AH3959
 AH3959.The horizontal coordinates were established by classical geodetic methods
 AH3959.and adjusted by the National Geodetic Survey in August 2005.
 AH3959
 AH3959.The orthometric height was determined by differential leveling
 AH3959.and adjusted in July 1999.
 AH3959
 AH3959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3959
 AH3959.The geoid height was determined by GEOID03.
 AH3959
 AH3959.The dynamic height is computed by dividing the NAVD 88
 AH3959.geopotential number by the normal gravity value computed on the
 AH3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3959.degrees latitude (g = 980.6199 gals.).
 AH3959
 AH3959.The modeled gravity was interpolated from observed gravity values.
 AH3959
 AH3959;                    North         East     Units Scale Factor Converg.
 AH3959;SPC NC       -   304,626.004   466,949.055   MT  1.00010463   -0 55 07.6
 AH3959;SPC NC       -   999,427.15  1,531,982.02   sFT  1.00010463   -0 55 07.6
 AH3959;UTM  17      - 4,037,884.473   536,557.560   MT  0.99961647   +0 14 33.7
 AH3959
 AH3959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3959!SPC NC       -   0.99995399  x   1.00010463  =   1.00005862
 AH3959!UTM  17      -   0.99995399  x   0.99961647  =   0.99957048
 AH3959
 AH3959                          SUPERSEDED SURVEY CONTROL
 AH3959
 AH3959  NAD 83(1986)-  36 29 08.04628(N)    080 35 30.71894(W) AD(       ) 2
 AH3959  NGVD 29 (12/22/97)  326.54   (m)         1071.3    (f) LEVELING    3  
 AH3959
 AH3959.Superseded values are not recommended for survey control.
 AH3959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3959.See file dsdata.txt to determine how the superseded data were derived.
 AH3959
 AH3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3655837884(NAD 83)
 AH3959_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3959_STAMPING: BURNLEY 1986
 AH3959_MARK LOGO: NCGS  
 AH3959_PROJECTION: FLUSH
 AH3959_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3959+STABILITY: SURFACE MOTION
 AH3959
 AH3959  HISTORY     - Date     Condition        Report By
 AH3959  HISTORY     - 1986     MONUMENTED       NCGS
 AH3959  HISTORY     - 19950329 GOOD             NCGS
 AH3959
 AH3959                          STATION DESCRIPTION
 AH3959
 AH3959'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 AH3959'STATION IS LOCATED IN MT. AIRY. ALONG ARLINGTON ST. ABOUT 400-FEET
 AH3959'SOUTHWEST FROM US 52 BUS., ON LOW BANK BESIDE A GUY WIRE ANCHOR, AND
 AH3959'ON PROLONGATION OF THE CENTERLINE OF BURNLEY LANE. MARK IS FLUSH WITH
 AH3959'GROUND AND LEVEL WITH THE STREET. LOCATED 7.5 M (24.6 FT) SOUTHEAST OF
 AH3959'THE CENTERLINE OF THE T-INTERSECTION, 13.9 M (45.6 FT) WEST-SOUTHWEST
 AH3959'OF THE SOUTHWEST CORNER OF BRICK RESIDENCE, 15.8 M (51.8 FT) SOUTH OF
 AH3959'A 12-INCH ROUND GRANITE STONE IN NORTHWEST QUADRANT OF
 AH3959'INTERSECTION--AND 4.9 M (16.1 FT) SOUTHWEST OF A POWER POLE WITH LAMP,
 AH3959'15.2 M (49.9 FT) NORTHWEST OF A 20-INCH SYCAMORE--BOTH WITH REFERENCE
 AH3959'TAGS.
 AH3959
 AH3959                          STATION RECOVERY (1995)
 AH3959
 AH3959'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AH3959'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3761 ***********************************************************************
 EZ3761  DESIGNATION -  BURNS
 EZ3761  PID         -  EZ3761
 EZ3761  STATE/COUNTY-  NC/MONTGOMERY
 EZ3761  USGS QUAD   -  TROY (1994)
 EZ3761
 EZ3761                         *CURRENT SURVEY CONTROL
 EZ3761  ___________________________________________________________________
 EZ3761* NAD 83(2001)-  35 22 30.49103(N)    079 56 08.43149(W)     ADJUSTED  
 EZ3761* NAVD 88     -       190.8    (meters)     626.     (feet)  VERTCON   
 EZ3761  ___________________________________________________________________
 EZ3761  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 EZ3761  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 EZ3761  HORZ ORDER  -  SECOND
 EZ3761
 EZ3761.The horizontal coordinates were established by classical geodetic methods
 EZ3761.and adjusted by the National Geodetic Survey in August 2005.
 EZ3761
 EZ3761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3761
 EZ3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3761
 EZ3761.The geoid height was determined by GEOID03.
 EZ3761
 EZ3761;                    North         East     Units Scale Factor Converg.
 EZ3761;SPC NC       -   180,677.220   524,588.680   MT  0.99987490   -0 32 24.2
 EZ3761;SPC NC       -   592,771.85  1,721,088.03   sFT  0.99987490   -0 32 24.2
 EZ3761;UTM  17      - 3,915,165.434   596,677.896   MT  0.99971518   +0 36 58.4
 EZ3761
 EZ3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3761!SPC NC       -   0.99997484  x   0.99987490  =   0.99984975
 EZ3761!UTM  17      -   0.99997484  x   0.99971518  =   0.99969003
 EZ3761
 EZ3761|---------------------------------------------------------------------|
 EZ3761| PID    Reference Object                     Distance      Geod. Az  |
 EZ3761|                                                           dddmmss.s |
 EZ3761| EZ3759 AMERICAN                            240.564 METERS 13312     |
 EZ3761| EZ3774 CURVE                               APPROX. 0.8 KM 3090301.4 |
 EZ3761|---------------------------------------------------------------------|
 EZ3761
 EZ3761                          SUPERSEDED SURVEY CONTROL
 EZ3761
 EZ3761  NAD 83(1986)-  35 22 30.49958(N)    079 56 08.44150(W) AD(       ) 2
 EZ3761  NAD 27      -  35 22 29.99286(N)    079 56 09.26962(W) AD(       ) 2
 EZ3761  NGVD 29 (07/19/86)  191.0    (m)          627.     (f) VERT ANG    3  
 EZ3761
 EZ3761.Superseded values are not recommended for survey control.
 EZ3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3761.See file dsdata.txt to determine how the superseded data were derived.
 EZ3761
 EZ3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9667815165(NAD 83)
 EZ3761_MARKER: DE = TRAVERSE STATION DISK
 EZ3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3761_STAMPING: BURNS 1974
 EZ3761_MARK LOGO: NCGS  
 EZ3761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3761+STABILITY: SURFACE MOTION
 EZ3761
 EZ3761  HISTORY     - Date     Condition        Report By
 EZ3761  HISTORY     - 1974     MONUMENTED       NCGS
 EZ3761
 EZ3761                          STATION DESCRIPTION
 EZ3761
 EZ3761'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 EZ3761'BURNS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3761'THE VICINITY OF TROY, NORTH CAROLINA.
 EZ3761'
 EZ3761'BURNS IS LOCATED APPROXIMATELY 2.6 MILES WNW OF TROY, AND 4.4
 EZ3761'MILES SE OF UWHARRIE COMMUNITY.  TO REACH STATION FROM INTERSECTION
 EZ3761'OF NC 109 BYPASS WITH NC 24 - NC 27 IN TROY, PROCEED NORTH AND
 EZ3761'WESTERLY ALONG NC 109 BYPASS FOR 2.75 MILES TO STATION ON THE
 EZ3761'RIGHT, AT THE SE CORNER OF A YARD WITH A ONE STORY BRICK HOUSE
 EZ3761'(HELMS RESIDENCE) AND AT THE WEST END OF A BOARD FENCE.  AND 0.2
 EZ3761'MILE NW OF THE INTERSECTION WITH SR 1319.
 EZ3761'
 EZ3761'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3761'BURNS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3761'WHICH IS FLUSH WITH THE GROUND.
 EZ3761'
 EZ3761'MARK IS 26.2 FT NE OF C/L OF NC 109
 EZ3761'
 EZ3761'114.4 FT S OF SOUTH CORNER OF BRICK HOUSE
 EZ3761'
 EZ3761'69.6 FT ENE OF CENTER OF TOP OF TELEPHONE JUNCTION BOX
 EZ3761'
 EZ3761'9.2 FT SE OF IRON PROPERTY CORNER
 EZ3761'
 EZ3761'3.2 FT WNW OF END OF FENCE WITH ALUMINUM REF. TAG
 EZ3761'
 EZ3761'58.0 FT WNW OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2471 ***********************************************************************
 EY2471  DESIGNATION -  BURNS
 EY2471  PID         -  EY2471
 EY2471  STATE/COUNTY-  NC/LENOIR
 EY2471  USGS QUAD   -  KINSTON (1983)
 EY2471
 EY2471                         *CURRENT SURVEY CONTROL
 EY2471  ___________________________________________________________________
 EY2471* NAD 83(2001)-  35 17 31.35517(N)    077 36 29.20742(W)     ADJUSTED  
 EY2471* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 EY2471  ___________________________________________________________________
 EY2471  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 EY2471  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 EY2471  HORZ ORDER  -  SECOND
 EY2471
 EY2471.The horizontal coordinates were established by classical geodetic methods
 EY2471.and adjusted by the National Geodetic Survey in August 2005.
 EY2471
 EY2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2471
 EY2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2471
 EY2471.The geoid height was determined by GEOID03.
 EY2471
 EY2471;                    North         East     Units Scale Factor Converg.
 EY2471;SPC NC       -   171,946.293   736,190.671   MT  0.99987284   +0 48 12.1
 EY2471;SPC NC       -   564,127.13  2,415,318.89   sFT  0.99987284   +0 48 12.1
 EY2471;UTM  18      - 3,908,550.297   262,826.585   MT  1.00029328   -1 30 27.1
 EY2471
 EY2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2471!SPC NC       -   1.00000175  x   0.99987284  =   0.99987459
 EY2471!UTM  18      -   1.00000175  x   1.00029328  =   1.00029503
 EY2471
 EY2471|---------------------------------------------------------------------|
 EY2471| PID    Reference Object                     Distance      Geod. Az  |
 EY2471|                                                           dddmmss.s |
 EY2471| EY2502 WATSON                              282.344 METERS 04506     |
 EY2471| EY2490 PAWNEE                              484.183 METERS 1864420.9 |
 EY2471|---------------------------------------------------------------------|
 EY2471
 EY2471                          SUPERSEDED SURVEY CONTROL
 EY2471
 EY2471  NAD 83(1986)-  35 17 31.36365(N)    077 36 29.21673(W) AD(       ) 2
 EY2471  NAD 27      -  35 17 30.77108(N)    077 36 30.32575(W) AD(       ) 2
 EY2471  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG    3  
 EY2471
 EY2471.Superseded values are not recommended for survey control.
 EY2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2471.See file dsdata.txt to determine how the superseded data were derived.
 EY2471
 EY2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6282708550(NAD 83)
 EY2471_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2471_STAMPING: BURNS 1967
 EY2471_MARK LOGO: NCGS  
 EY2471_PROJECTION: FLUSH
 EY2471_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EY2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2471+STABILITY: SURFACE MOTION
 EY2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY2471+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2005
 EY2471
 EY2471  HISTORY     - Date     Condition        Report By
 EY2471  HISTORY     - 1967     MONUMENTED       NCGS
 EY2471  HISTORY     - 1981     GOOD             NC2450
 EY2471  HISTORY     - 1985     GOOD             USPSQD
 EY2471  HISTORY     - 19910224 GOOD             NCGS
 EY2471  HISTORY     - 19910317 GOOD             USPSQD
 EY2471  HISTORY     - 20010426 GOOD             USPSQD
 EY2471  HISTORY     - 20040604 GOOD             USPSQD
 EY2471  HISTORY     - 20051004 GOOD             USPSQD
 EY2471
 EY2471                          STATION DESCRIPTION
 EY2471
 EY2471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2471'BURNS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2471'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2471'
 EY2471'BURNS IS LOCATED APPROXIMATELY 2.1 MILES NW OF THE CENTER OF
 EY2471'KINSTON, N. C. AND ON WEST SIDE OF HARDEE RD.  TO REACH STATION
 EY2471'PROCEED FROM THE INTERSECTION OF HARDEE RD. AND VERNON
 EY2471'AVE.  (U.S. 70 - NC 258) NORTH ON HARDEE RD. FOR 1.6 MILES TO
 EY2471'STATION.  STATION IS AT THE NORTH EDGE OF CONCRETE DRIVEWAY TO
 EY2471'RESIDENCE OF H. R. BURNS (NO. 2110), ABOUT 200 FEET SOUTH OF
 EY2471'HODGES ST. AND ON THE WEST SIDE OF HARDEE RD.
 EY2471'
 EY2471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2471'BURNS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2471'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2471'
 EY2471'MARK IS 3.0 FT N OF N EDGE OF CONCRETE DRIVEWAY
 EY2471'
 EY2471'26.5 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG
 EY2471'
 EY2471'1.0 FT W OF W CURB OF HARDEE RD.
 EY2471'
 EY2471'78.5 FT N OF PP ON W SIDE OF HARDEE RD. WITH ALUMINUM REF. TAG
 EY2471'
 EY2471'107.6 FT S OF PP ON W SIDE OF HARDEE RD. WITH ALUMINUM REF. TAG
 EY2471
 EY2471                          STATION RECOVERY (1981)
 EY2471
 EY2471'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY2471'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EY2471
 EY2471                          STATION RECOVERY (1985)
 EY2471
 EY2471'RECOVERY NOTE BY US POWER SQUADRON 1985 (HRB)
 EY2471'RECOVERED IN GOOD CONDITION.
 EY2471
 EY2471                          STATION RECOVERY (1991)
 EY2471
 EY2471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2471'RECOVERED AS DESCRIBED. MARK IS 17.0 FT (5.2 M) WEST OF THE CENTERLINE
 EY2471'OF HARDEE ROAD.
 EY2471
 EY2471                          STATION RECOVERY (1991)
 EY2471
 EY2471'RECOVERY NOTE BY US POWER SQUADRON 1991 (CB)
 EY2471'RECOVERED IN GOOD CONDITION.
 EY2471
 EY2471                          STATION RECOVERY (2001)
 EY2471
 EY2471'RECOVERY NOTE BY US POWER SQUADRON 2001
 EY2471'RECOVERED IN GOOD CONDITION.
 EY2471
 EY2471                          STATION RECOVERY (2004)
 EY2471
 EY2471'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2471'RECOVERED IN GOOD CONDITION.
 EY2471
 EY2471                          STATION RECOVERY (2005)
 EY2471
 EY2471'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3821 ***********************************************************************
 FB3821  DESIGNATION -  BURNSVILLE
 FB3821  PID         -  FB3821
 FB3821  STATE/COUNTY-  NC/YANCEY
 FB3821  USGS QUAD   -  BURNSVILLE (1990)
 FB3821
 FB3821                         *CURRENT SURVEY CONTROL
 FB3821  ___________________________________________________________________
 FB3821* NAD 83(2001)-  35 55 02.17381(N)    082 18 00.34179(W)     ADJUSTED  
 FB3821* NAVD 88     -       859.6    (meters)    2820.     (feet)  VERTCON   
 FB3821  ___________________________________________________________________
 FB3821  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FB3821  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 FB3821  HORZ ORDER  -  SECOND
 FB3821
 FB3821.The horizontal coordinates were established by classical geodetic methods
 FB3821.and adjusted by the National Geodetic Survey in August 2005.
 FB3821
 FB3821.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3821
 FB3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3821
 FB3821.The geoid height was determined by GEOID03.
 FB3821
 FB3821;                    North         East     Units Scale Factor Converg.
 FB3821;SPC NC       -   245,371.865   311,814.774   MT  0.99993993   -1 54 17.0
 FB3821;SPC NC       -   805,024.19  1,023,012.30   sFT  0.99993993   -1 54 17.0
 FB3821;UTM  17      - 3,975,553.367   382,700.107   MT  0.99976954   -0 45 45.9
 FB3821
 FB3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3821!SPC NC       -   0.99986984  x   0.99993993  =   0.99980978
 FB3821!UTM  17      -   0.99986984  x   0.99976954  =   0.99963941
 FB3821
 FB3821                          SUPERSEDED SURVEY CONTROL
 FB3821
 FB3821  NAD 83(1995)-  35 55 02.17274(N)    082 18 00.34142(W) AD(       ) 2
 FB3821  NAD 83(1986)-  35 55 02.18096(N)    082 18 00.34788(W) AD(       ) 2
 FB3821  NAD 83(1986)-  35 55 02.18347(N)    082 18 00.34839(W) AD(       ) 2
 FB3821  NGVD 29 (02/22/93)  859.7    (m)         2821.     (f) VERT ANG    3  
 FB3821
 FB3821.Superseded values are not recommended for survey control.
 FB3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3821.See file dsdata.txt to determine how the superseded data were derived.
 FB3821
 FB3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8270075553(NAD 83)
 FB3821_MARKER: DE = TRAVERSE STATION DISK
 FB3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3821_SP_SET: CONCRETE POST
 FB3821_STAMPING: BURNSVILLE 1982
 FB3821_MARK LOGO: NCGS  
 FB3821_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3821+STABILITY: SURFACE MOTION
 FB3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3821+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 FB3821
 FB3821  HISTORY     - Date     Condition        Report By
 FB3821  HISTORY     - 1982     MONUMENTED       NCGS
 FB3821  HISTORY     - 19931021 GOOD             NCGS
 FB3821
 FB3821                          STATION DESCRIPTION
 FB3821
 FB3821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3821'THE STATION IS LOCATED IN THE SQUARE IN BURNSVILLE.
 FB3821'IN THE SQUARE IN THE NORTHWEST QUADRANT.
 FB3821'THE STATION IS A STANDARD NCGS DISK STAMPED---BURNSVILLE 1982---, SET
 FB3821'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3821'GROUND.  LOCATED 2.1 METERS (6.9 FT) EAST OF THE EAST EDGE OF THE
 FB3821'BRICK SIDEWALK, 5.2 METERS (17.0 FT) NORTH OF THE NORTH EDGE OF THE
 FB3821'BRICK SIDEWALK, 4.7 METERS (15.5 FT) NORTH-NORTHEAST OF A METAL LAMP
 FB3821'POST, 39.1 METERS (128.2 FT) WEST OF THE NORTHWEST CORNER OF A STATUE
 FB3821'IN THE CENTER OF THE SQUARE, AND 11.4 METERS (37.3 FT) SOUTH-SOUTHWEST
 FB3821'OF THE CENTER OF A BRICK WATER FOUNTAIN.
 FB3821
 FB3821                          STATION RECOVERY (1993)
 FB3821
 FB3821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2194 ***********************************************************************
 FX2194  DESIGNATION -  BURNT
 FX2194  PID         -  FX2194
 FX2194  STATE/COUNTY-  NC/HALIFAX
 FX2194  USGS QUAD   -  ENFIELD (1961)
 FX2194
 FX2194                         *CURRENT SURVEY CONTROL
 FX2194  ___________________________________________________________________
 FX2194* NAD 83(2001)-  36 14 54.73672(N)    077 43 41.94079(W)     ADJUSTED  
 FX2194* NAVD 88     -        35.604  (meters)     116.81   (feet)  ADJUSTED  
 FX2194  ___________________________________________________________________
 FX2194  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FX2194  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 FX2194  DYNAMIC HT  -          35.574 (meters)     116.71  (feet)  COMP
 FX2194  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 FX2194
 FX2194  HORZ ORDER  -  SECOND
 FX2194  VERT ORDER  -  SECOND    CLASS I
 FX2194
 FX2194.The horizontal coordinates were established by classical geodetic methods
 FX2194.and adjusted by the National Geodetic Survey in August 2005.
 FX2194
 FX2194.The orthometric height was determined by differential leveling
 FX2194.and adjusted in June 1991.
 FX2194
 FX2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2194
 FX2194.The geoid height was determined by GEOID03.
 FX2194
 FX2194.The dynamic height is computed by dividing the NAVD 88
 FX2194.geopotential number by the normal gravity value computed on the
 FX2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2194.degrees latitude (g = 980.6199 gals.).
 FX2194
 FX2194.The modeled gravity was interpolated from observed gravity values.
 FX2194
 FX2194;                    North         East     Units Scale Factor Converg.
 FX2194;SPC NC       -   277,910.625   723,899.608   MT  1.00002388   +0 44 02.3
 FX2194;SPC NC       -   911,778.44  2,374,993.96   sFT  1.00002388   +0 44 02.3
 FX2194;UTM  18      - 4,014,968.278   254,849.063   MT  1.00034055   -1 36 50.5
 FX2194
 FX2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2194!SPC NC       -   0.99999982  x   1.00002388  =   1.00002370
 FX2194!UTM  18      -   0.99999982  x   1.00034055  =   1.00034037
 FX2194
 FX2194:                Primary Azimuth Mark                     Grid Az
 FX2194:SPC NC       -  COAT                                     208 17 31.8
 FX2194:UTM  18      -  COAT                                     210 38 24.6
 FX2194
 FX2194|---------------------------------------------------------------------|
 FX2194| PID    Reference Object                     Distance      Geod. Az  |
 FX2194|                                                           dddmmss.s |
 FX2194| FX4252 COAT                                APPROX. 1.2 KM 2090134.1 |
 FX2194|---------------------------------------------------------------------|
 FX2194
 FX2194                          SUPERSEDED SURVEY CONTROL
 FX2194
 FX2194  NAD 83(1993)-  36 14 54.74439(N)    077 43 41.94389(W) AD(       ) 2
 FX2194  NAD 83(1986)-  36 14 54.74383(N)    077 43 41.95115(W) AD(       ) 2
 FX2194  NAD 27      -  36 14 54.19865(N)    077 43 43.03902(W) AD(       ) 2
 FX2194  NGVD 29 (??/??/92)   35.917  (m)          117.84   (f) ADJ UNCH    2 1
 FX2194
 FX2194.Superseded values are not recommended for survey control.
 FX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2194.See file dsdata.txt to determine how the superseded data were derived.
 FX2194
 FX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5484914968(NAD 83)
 FX2194_MARKER: DE = TRAVERSE STATION DISK
 FX2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2194_SP_SET: CONCRETE POST
 FX2194_STAMPING: BURNT 1973
 FX2194_MARK LOGO: NCGS  
 FX2194_PROJECTION: RECESSED 3 CENTIMETERS
 FX2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2194+STABILITY: SURFACE MOTION
 FX2194
 FX2194  HISTORY     - Date     Condition        Report By
 FX2194  HISTORY     - 1973     MONUMENTED       NCGS
 FX2194  HISTORY     - 1978     GOOD             NCGS
 FX2194
 FX2194                          STATION DESCRIPTION
 FX2194
 FX2194'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2194'BURNT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2194'VICINITY OF ENFIELD, NORTH CAROLINA.
 FX2194'
 FX2194'BURNT IS LOCATED APPROXIMATELY 6.0 MILES NORTHWEST OF ENFIELD AND
 FX2194'9.5 MILES SOUTHWEST OF HALIFAX.  TO REACH STATION FROM THE I-95
 FX2194'UNDERPASS OF NC 561, PROCEED SOUTH ALONG I-95 FOR 1.55 MILES TO
 FX2194'STATION ON LEFT AT THE EAST CONCRETE HEADWALL OF BURNT COAT SWAMP
 FX2194'CULVERT UNDER I-95, AND 0.7 MILES NORTH OF SR 1210 OVERPASS.
 FX2194'
 FX2194'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BURNT
 FX2194'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FX2194'INCH BELOW THE SURFACE OF THE GROUND.
 FX2194'
 FX2194'MARK IS
 FX2194'29.6 FEET ESE OF C/L OF I-95 (N BOUND LANE).
 FX2194'60.4 FEET NNE OF N END OF EAST HEADWALL.
 FX2194'6.2 FEET SE OF END GUARD RAIL POST AT N END OF RAIL.
 FX2194'9.6 FEET NW OF CENTER OF SMALL ASPHALT COVERED DRAIN.
 FX2194'78.2 FEET SW OF N END OF OPEN CONCRETE DRAIN.
 FX2194
 FX2194                          STATION RECOVERY (1978)
 FX2194
 FX2194'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2194'6.0 MI NW FROM ENFIELD.
 FX2194'TO REACH STATION FROM THE I 95 UNDERPASS OF NC 561, PROCEED SOUTH
 FX2194'ALONG I 95 FOR 1.45 MILES TO STATION ON LEFT AT THE EAST CONCRETE
 FX2194'HEADWALL TO BURNT COAT SWAMP CULVERT UNDER I 95, AND 0.7 MILE NORTH OF
 FX2194'SR 1210 OVERPASS, 29.6 FT. EAST SOUTHEAST OF CENTERLINE OF NORTHBOUND
 FX2194'LANE, 60.4 FT. NORTH NORTHEAST OF NORTH END OF EAST HEADWALL, 6.2 FT.
 FX2194'SOUTHEAST OF NORTHERNMOST GUARD RAIL POST, 9.6 FT. NORTHWEST OF CENTER
 FX2194'OF SMALL ASPHALT COVERED DRAIN AND 78.2 FT. SOUTHWEST OF NORTH END
 FX2194'OF OPEN CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3795 ***********************************************************************
 FX3795  HT_MOD      -  This is a Height Modernization Survey Station.
 FX3795  DESIGNATION -  BURNT
 FX3795  PID         -  FX3795
 FX3795  STATE/COUNTY-  NC/CAMDEN
 FX3795  USGS QUAD   -  SOUTH MILLS (1982)
 FX3795
 FX3795                         *CURRENT SURVEY CONTROL
 FX3795  ___________________________________________________________________
 FX3795* NAD 83(2007)-  36 23 38.56536(N)    076 15 54.86186(W)     ADJUSTED  
 FX3795* NAVD 88     -         3.13   (meters)      10.3    (feet)  GPS OBS   
 FX3795  ___________________________________________________________________
 FX3795  EPOCH DATE  -        2002.00
 FX3795  X           -   1,220,412.951 (meters)                     COMP
 FX3795  Y           -  -4,993,168.065 (meters)                     COMP
 FX3795  Z           -   3,763,456.545 (meters)                     COMP
 FX3795  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 FX3795  ELLIP HEIGHT-         -34.120 (meters)          (02/10/07) ADJUSTED
 FX3795  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FX3795
 FX3795  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX3795  Type    PID    Designation                      North   East  Ellip
 FX3795  -------------------------------------------------------------------
 FX3795  NETWORK FX3795 BURNT                             0.41   0.35   0.90
 FX3795  -------------------------------------------------------------------
 FX3795
 FX3795.The horizontal coordinates were established by GPS observations
 FX3795.and adjusted by the National Geodetic Survey in February 2007.
 FX3795
 FX3795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX3795.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX3795.The horizontal coordinates are valid at the epoch date displayed above.
 FX3795.The epoch date for horizontal control is a decimal equivalence
 FX3795.of Year/Month/Day.
 FX3795
 FX3795.The orthometric height was determined by GPS observations and a
 FX3795.high-resolution geoid model.
 FX3795.The orthometric height was determined by GPS observations and a
 FX3795.high-resolution geoid model using precise GPS observation and
 FX3795.processing techniques.
 FX3795
 FX3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX3795
 FX3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3795
 FX3795.The ellipsoidal height was determined by GPS observations
 FX3795.and is referenced to NAD 83.
 FX3795
 FX3795.The geoid height was determined by GEOID03.
 FX3795
 FX3795;                    North         East     Units Scale Factor Converg.
 FX3795;SPC NC       -   296,705.034   854,931.306   MT  1.00007140   +1 34 42.3
 FX3795;SPC NC       -   973,439.77  2,804,887.13   sFT  1.00007140   +1 34 42.3
 FX3795;SPC VA S     - 1,009,110.787 3,700,486.114   MT  1.00008850   +1 21 22.8
 FX3795;SPC VA S     - 3,310,724.31 12,140,678.19   sFT  1.00008850   +1 21 22.8
 FX3795;UTM  18      - 4,028,398.754   386,534.215   MT  0.99975862   -0 45 02.8
 FX3795
 FX3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3795!SPC NC       -   1.00000535  x   1.00007140  =   1.00007676
 FX3795!SPC VA S     -   1.00000535  x   1.00008850  =   1.00009386
 FX3795!UTM  18      -   1.00000535  x   0.99975862  =   0.99976397
 FX3795
 FX3795|---------------------------------------------------------------------|
 FX3795| PID    Reference Object                     Distance      Geod. Az  |
 FX3795|                                                           dddmmss.s |
 FX3795| FX4607 BURNT RM 2                           53.340 METERS 10019     |
 FX3795| FX4609 BURNT RM 4                           12.878 METERS 10956     |
 FX3795| FX4608 BURNT RM 3                          114.513 METERS 21245     |
 FX3795| FX4606 BURNT RM 1 AZIMUTH                                 3075649.8 |
 FX3795| DE7001 TOAST                               479.961 METERS 3092245.5 |
 FX3795|---------------------------------------------------------------------|
 FX3795
 FX3795                          SUPERSEDED SURVEY CONTROL
 FX3795
 FX3795  NAD 83(2001)-  36 23 38.56624(N)    076 15 54.86152(W) AD(       ) 1
 FX3795  ELLIP H (03/13/03)  -34.116  (m)                       GP(       ) 4 2
 FX3795  NAD 83(1993)-  36 23 38.57647(N)    076 15 54.86730(W) AD(       ) 1
 FX3795  NAD 83(1986)-  36 23 38.57884(N)    076 15 54.88582(W) AD(       ) 1
 FX3795  NAD 27      -  36 23 38.02400(N)    076 15 56.11600(W) AD(       ) 1
 FX3795
 FX3795.Superseded values are not recommended for survey control.
 FX3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3795.See file dsdata.txt to determine how the superseded data were derived.
 FX3795
 FX3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8653428399(NAD 83)
 FX3795_MARKER: DH = HORIZONTAL CONTROL DISK
 FX3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3795_STAMPING: BURNT 1931
 FX3795_MARK LOGO: CGS   
 FX3795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX3795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3795+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 FX3795
 FX3795  HISTORY     - Date     Condition        Report By
 FX3795  HISTORY     - 1931     MONUMENTED       CGS
 FX3795  HISTORY     - 1960     GOOD             CGS
 FX3795  HISTORY     - 1963     GOOD             CGS
 FX3795  HISTORY     - 19940921 GOOD             NCGS
 FX3795  HISTORY     - 20011211 GOOD             NCGS
 FX3795
 FX3795                          STATION DESCRIPTION
 FX3795
 FX3795'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3795'ABOUT 7 MILES NORTHWEST OF ELIZABETH CITY, AND ABOUT 5 MILES
 FX3795'SOUTHEAST OF SOUTH MILLS, ON WEST SIDE OF ROAD, IN SOUTHEAST
 FX3795'CORNER OF CULTIVATED FIELD NEAR TIMBER LINE, ON PROPERTY OF GEORGE
 FX3795'WILLIAMS, ABOUT 150 METERS (492 FEET) NORTHWEST OF WHITE HOUSE
 FX3795'WITH GREEN TRIMMINGS ON EAST SIDE OF ROAD, 15.0 METERS (49 FEET)
 FX3795'WEST OF CENTER LINE OF DIRT ROAD, 11.9 METERS (39 FEET) NORTHWEST
 FX3795'OF CORNER POST OF FIELD, AND 7.6 METERS (25 FEET) WEST OF
 FX3795'NORTH-AND-SOUTH WIRE FENCE. TO REACH FROM ELIZABETH CITY, GO NORTH
 FX3795'3 MILES ON ROUTE 34 TO CAMDEN, TURN LEFT AT TEXACO FILLING STATION
 FX3795'ACROSS ROAD FROM COUNTY SCHOOL BUILDING, AND PROCEED IN
 FX3795'NORTHWESTERLY DIRECTION ON MAIN ROAD (FOLLOWING TELEPHONE LINE
 FX3795'WHEN IN DOUBT) 7.3 MILES OR ABOUT 1/4 MILE BEYOND STORE ON WEST
 FX3795'SIDE OF ROAD TO STATION SITE. SURFACE AND UNDERGROUND MARKS ARE
 FX3795'STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE
 FX3795'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS ABOUT 5
 FX3795'METERS (16 FEET) WEST OF CENTER LINE OF DIRT ROAD, 2 METERS (7
 FX3795'FEET) SOUTH OF TELEPHONE POLE, ABOUT 25 METERS (82 FEET)
 FX3795'NORTHWEST OF CURVE SIGN ON EAST SIDE OF ROAD, DIAGONALLY OPPOSITE
 FX3795'ABANDONED HOUSE ON EAST SIDE OF ROAD, AND APPROXIMATELY 1/2 MILE
 FX3795'FROM STATION IN BEARING N 53 DEG 04 MIN W.     NO. 2 IS 1 FOOT
 FX3795'WEST OF BOARD FENCE AROUND FARMYARD, 1 METER (3 FEET) NORTH OF
 FX3795'TELEPHONE POLE, 7.6 METERS (25 FEET) EAST OF CENTER LINE OF DIRT
 FX3795'ROAD AND CENTER LINE OF SMALL WOODEN CULVERT, AND 53.34 METERS
 FX3795'(175.0 FEET) FROM STATION IN BEARING S 79 DEG 42 MIN E.  NO. 3 IS
 FX3795'IN SOUTHWEST CORNER OF CULTIVATED FIELD, 1 FOOT EAST OF
 FX3795'NORTH-AND-SOUTH WIRE FENCE, ABOUT 5 METERS (16 FEET) NORTH OF
 FX3795'SOUTHWEST CORNER POST OF FIELD, AND 114.51 METERS (375.7 FEET)
 FX3795'FROM STATION.
 FX3795
 FX3795                          STATION RECOVERY (1960)
 FX3795
 FX3795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FX3795'STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 FX3795'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY HIGHWAY
 FX3795'CONSTRUCTION.  REFERENCE MARK 1 (AZIMUTH MARK) WAS SEARCHED FOR
 FX3795'BUT NOT RECOVERED.  MANY CHANGES IN THE AREA AND A COMPLETE NEW
 FX3795'DESCRIPTION FOLLOWS-- STATION IS LOCATED ABOUT 7 MILES NORTHWEST
 FX3795'OF ELIZEBTH CITY AND 5 MILES SOUTHEAST OF SOUTH MILLS IN A SMALL
 FX3795'COMMUNITY KNOWN AS BURNT MILLS AND ON PROPERTY OWNED BY MR. GEORGE
 FX3795'WILLIAMS.  IT IS 93.2 FEET NORTH OF THE NORTHEAST CORNER OF J.W.
 FX3795'SAWYERS HOUSE, 74.3 FEET NORTH OF THE NORTHEAST CORNER OF THE
 FX3795'HOUSE, 44 FEET WEST OF A TELEPHONE POLE 55 FEET SOUTHWEST OF THE
 FX3795'CENTER OF STATE HIGHWAY 343 AND 2 FEET SOUTHWEST OF A CGS WITNESS
 FX3795'SIGN. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FX3795'BURNT 1931. (NOTE 1A, 7A.)
 FX3795'
 FX3795'REFERENCE MARK NO. 3 IS 375.70 FEET SOUTHWEST OF THE STATION JUST
 FX3795'INSIDE OF THE WOODS. IT IS ABOUT 300 FEET SOUTHWEST OF THE HOUSE,
 FX3795'35 FEET SOUTHEAST OF AN 18 INCH HICKORY TREE AND 7.5 FEET
 FX3795'NORTHWEST OF A 10 INCH POPLAR TREE.  THE MARK PROJECTS ABOUT 4
 FX3795'INCHES AND THE DISK IS STAMPED BURNT 1931 NO 3.
 FX3795'
 FX3795'REFERENCE MARK NO. 4 IS 59.5 FEET NORTHWEST OF THE NORTHWEST
 FX3795'CORNER OF THE HOUSE, 44 FEET SOUTHWEST OF THE CENTER OF THE
 FX3795'HIGHWAY, 41.5 FEET SOUTHEAST OF THE CGS WITNESS SIGN AND 2.5 FEET
 FX3795'WEST OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND AND
 FX3795'THE DISK IS STAMPED BURNT NO 4 1931.
 FX3795'
 FX3795'TO REACH THE STATION FROM THE BRIDGE IN SOUTH MILLS, GO SOUTHEAST
 FX3795'ON STATE HIGHWAY 343 FOR 5.0 MILES TO THE STATION ON THE RIGHT AS
 FX3795'DESCRIBED.
 FX3795
 FX3795                          STATION RECOVERY (1963)
 FX3795
 FX3795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FX3795'STATION RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 FX3795
 FX3795                          STATION RECOVERY (1994)
 FX3795
 FX3795'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX3795'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  STATION
 FX3795'IS IN THE NORTHEAST CORNER OF YARD OF A ONE STORY FRAME HOUSE WITH
 FX3795'WHITE VINYL SIDING.  THE TELEPHONE POLE HAS BEEN MOVED.  MARK IS
 FX3795'APPROXIMATELY 3-FEET HIGHER THAN THE HIGHWAY AND IS RECESSED 5 INCHES
 FX3795'BELOW THE GROUND.  LOCATED 55.7 FT (17.0 M) SOUTHWEST OF THE
 FX3795'CENTERLINE OF NC 343, 4.9 FT (1.5 M) WEST-SOUTHWEST OF A POWER POLE,
 FX3795'1.5 FT (0.5 M) SOUTHWEST OF A METAL WITNESS SIGN POST, 33.0 FT (10.1
 FX3795'M) WEST-SOUTHWEST OF NORTH END OF A RCP UNDER GRASS DRIVE, 52.0 FT
 FX3795'(15.8 M) WEST-NORTHWEST OF SOUTH END OF A RCP UNDER GRASS DRIVE, 58.5
 FX3795'FT (17.8 M) NORTH-NORTHWEST OF A 5 INCH CEDAR TREE, 93.5 FT (28.5 M)
 FX3795'NORTH OF THE SOUTHWEST CORNER OF RESIDENCE, AND 74.2 FT (22.6 M)
 FX3795'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF RESIDENCE.  NCGS
 FX3795'STATION---TOAST---SET APPROXIMATELY 0.3 MI (0.5 KM) TO THE NORTHWEST
 FX3795'FOR A NEW AZIMUTH MARK.  SEE INDIVIDUAL DESCRIPTION FOR LOCATION.
 FX3795'REFERENCE MARK NO 3 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FX3795'REFERENCE MARK NO 4 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH
 FX3795'THE EXCEPTION THAT THE TELEPHONE POLE HAS BEEN MOVED.
 FX3795
 FX3795                          STATION RECOVERY (2001)
 FX3795
 FX3795'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX3795'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2596 ***********************************************************************
 AH2596  DESIGNATION -  BURNT
 AH2596  PID         -  AH2596
 AH2596  STATE/COUNTY-  NC/MECKLENBURG
 AH2596  USGS QUAD   -  MOORESVILLE (1993)
 AH2596
 AH2596                         *CURRENT SURVEY CONTROL
 AH2596  ___________________________________________________________________
 AH2596* NAD 83(2001)-  35 30 10.06722(N)    080 51 05.11841(W)     ADJUSTED  
 AH2596* NAVD 88     -       241.495  (meters)     792.30   (feet)  ADJUSTED  
 AH2596  ___________________________________________________________________
 AH2596  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AH2596  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 AH2596  DYNAMIC HT  -         241.271 (meters)     791.57  (feet)  COMP
 AH2596  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 AH2596
 AH2596  HORZ ORDER  -  SECOND
 AH2596  VERT ORDER  -  SECOND    CLASS II
 AH2596
 AH2596.The horizontal coordinates were established by classical geodetic methods
 AH2596.and adjusted by the National Geodetic Survey in August 2005.
 AH2596
 AH2596.The orthometric height was determined by differential leveling
 AH2596.and adjusted in December 2004.
 AH2596
 AH2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2596
 AH2596.The geoid height was determined by GEOID03.
 AH2596
 AH2596.The dynamic height is computed by dividing the NAVD 88
 AH2596.geopotential number by the normal gravity value computed on the
 AH2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2596.degrees latitude (g = 980.6199 gals.).
 AH2596
 AH2596.The modeled gravity was interpolated from observed gravity values.
 AH2596
 AH2596;                    North         East     Units Scale Factor Converg.
 AH2596;SPC NC       -   196,004.697   441,658.202   MT  0.99988216   -1 04 06.9
 AH2596;SPC NC       -   643,058.74  1,449,006.95   sFT  0.99988216   -1 04 06.9
 AH2596;UTM  17      - 3,928,813.744   513,474.557   MT  0.99960224   +0 05 10.6
 AH2596
 AH2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2596!SPC NC       -   0.99996698  x   0.99988216  =   0.99984915
 AH2596!UTM  17      -   0.99996698  x   0.99960224  =   0.99956924
 AH2596
 AH2596                          SUPERSEDED SURVEY CONTROL
 AH2596
 AH2596  NAD 83(1986)-  35 30 10.08250(N)    080 51 05.12476(W) AD(       ) 2
 AH2596  NGVD 29 (08/11/98)  241.8    (m)          793.     (f) VERT ANG    3  
 AH2596
 AH2596.Superseded values are not recommended for survey control.
 AH2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2596.See file dsdata.txt to determine how the superseded data were derived.
 AH2596
 AH2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1347528814(NAD 83)
 AH2596_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2596_STAMPING: BURNT 1984
 AH2596_MARK LOGO: NCGS  
 AH2596_PROJECTION: FLUSH
 AH2596_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2596+STABILITY: SURFACE MOTION
 AH2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2596+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 AH2596
 AH2596  HISTORY     - Date     Condition        Report By
 AH2596  HISTORY     - 1984     MONUMENTED       NCGS
 AH2596  HISTORY     - 19990714 GOOD             NCGS
 AH2596  HISTORY     - 20000325 GOOD             USPSQD
 AH2596  HISTORY     - 20030411 GOOD             USPSQD
 AH2596  HISTORY     - 20051113 GOOD             GEOCAC
 AH2596
 AH2596                          STATION DESCRIPTION
 AH2596
 AH2596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AH2596'STATION IS LOCATED IN DAVIDSON. ALONG SR 2158 (GRIFFITH STREET) FOR
 AH2596'0.4 KM (0.2 MI) WEST FROM THE INTERSECTION OF NC 115 AND THE DAVIDSON
 AH2596'COLLEGE ENTRANCE. MARK IS ABOUT LEVEL WITH SR 2158 AND FLUSH WITH THE
 AH2596'GROUND. LOCATED 7.68 M (25.20 FT) NORTH OF THE CENTERLINE OF SR 2158,
 AH2596'1.16 M (3.81 FT) NORTH OF THE CURB LINE, 10.52 M (34.51 FT) NORTHEAST
 AH2596'OF A MANHOLE COVER, 22.56 M (74.02 FT) NORTHEAST OF A POWER POLE--AND
 AH2596'14.81 M (48.59 FT) SOUTH-SOUTHEAST OF AN 18-INCH CATALPA TREE, 10.70 M
 AH2596'(35.10 FT) EAST-SOUTHEAST OF A 14-INCH CEDAR, 32.83 M (107.71 FT)
 AH2596'NORTHWEST OF A POWER POLE--ALL THREE WITH REFERENCE TAGS.
 AH2596
 AH2596                          STATION RECOVERY (1999)
 AH2596
 AH2596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AH2596'RECOVERED AS DESCRIBED.
 AH2596
 AH2596                          STATION RECOVERY (2000)
 AH2596
 AH2596'RECOVERY NOTE BY US POWER SQUADRON 2000
 AH2596'RECOVERED IN GOOD CONDITION.
 AH2596
 AH2596                          STATION RECOVERY (2003)
 AH2596
 AH2596'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AH2596'RECOVERED IN GOOD CONDITION.
 AH2596
 AH2596                          STATION RECOVERY (2005)
 AH2596
 AH2596'RECOVERY NOTE BY GEOCACHING 2005 (JIJ)
 AH2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK3609 ***********************************************************************
 DK3609  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3609  DESIGNATION -  BURNT HILL
 DK3609  PID         -  DK3609
 DK3609  STATE/COUNTY-  NC/ASHE
 DK3609  USGS QUAD   -  LAUREL SPRINGS (1996)
 DK3609
 DK3609                         *CURRENT SURVEY CONTROL
 DK3609  ___________________________________________________________________
 DK3609* NAD 83(2007)-  36 25 53.45399(N)    081 18 01.72123(W)     ADJUSTED  
 DK3609* NAVD 88     -       848.98   (meters)    2785.4    (feet)  GPS OBS   
 DK3609  ___________________________________________________________________
 DK3609  EPOCH DATE  -        2002.00
 DK3609  X           -     777,191.118 (meters)                     COMP
 DK3609  Y           -  -5,079,250.175 (meters)                     COMP
 DK3609  Z           -   3,767,308.221 (meters)                     COMP
 DK3609  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 DK3609  ELLIP HEIGHT-         817.329 (meters)          (04/15/08) ADJUSTED
 DK3609  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DK3609  HORZ ORDER  -  FIRST
 DK3609  ELLP ORDER  -  FOURTH    CLASS II
 DK3609
 DK3609.The horizontal coordinates were established by GPS observations
 DK3609.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DK3609
 DK3609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK3609.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK3609.The horizontal coordinates are valid at the epoch date displayed above.
 DK3609.The epoch date for horizontal control is a decimal equivalence
 DK3609.of Year/Month/Day.
 DK3609
 DK3609.The orthometric height was determined by GPS observations and a
 DK3609.high-resolution geoid model.
 DK3609.The orthometric height was determined by GPS observations and a
 DK3609.high-resolution geoid model using precise GPS observation and
 DK3609.processing techniques.
 DK3609
 DK3609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3609
 DK3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK3609
 DK3609.The ellipsoidal height was determined by GPS observations
 DK3609.and is referenced to NAD 83.
 DK3609
 DK3609.The geoid height was determined by GEOID03.
 DK3609
 DK3609;                    North         East     Units Scale Factor Converg.
 DK3609;SPC NC       -   299,873.999   403,318.494   MT  1.00008469   -1 19 40.0
 DK3609;SPC NC       -   983,836.61  1,323,220.76   sFT  1.00008469   -1 19 40.0
 DK3609;UTM  17      - 4,031,853.443   473,066.888   MT  0.99960894   -0 10 42.4
 DK3609
 DK3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3609!SPC NC       -   0.99987174  x   1.00008469  =   0.99995642
 DK3609!UTM  17      -   0.99987174  x   0.99960894  =   0.99948073
 DK3609
 DK3609                          SUPERSEDED SURVEY CONTROL
 DK3609
 DK3609.No superseded survey control is available for this station.
 DK3609
 DK3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA7306731853(NAD 83)
 DK3609_MARKER: DH = HORIZONTAL CONTROL DISK
 DK3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3609_STAMPING: BURNT HILL 2004
 DK3609_MARK LOGO: NCGS  
 DK3609_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3609+STABILITY: SURFACE MOTION
 DK3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3609+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DK3609
 DK3609  HISTORY     - Date     Condition        Report By
 DK3609  HISTORY     - 2004     MONUMENTED       NCGS
 DK3609
 DK3609                          STATION DESCRIPTION
 DK3609
 DK3609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004
 DK3609'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF JEFFERSON AND 1.9 MI
 DK3609'(3.1 KM) SOUTHWEST OF FURCHES.
 DK3609' 
 DK3609'PROCEED ALONG NC 113 FOR 1.2 MI (1.9 KM) NORTH FROM NC 88 (IN
 DK3609'SOUTHWEST ALLEGHANY COUNTY), THENCE WEST FOR 2.25 MI (3.62 KM) ALONG
 DK3609'SR 1603-CRANBERRY CREEK ROAD, THENCE SOUTH FOR 0.6 MI (1.0 KM) ALONG
 DK3609'SR 1612-BURNT HILL ROAD, IN THE EAST SHOULDER.
 DK3609' 
 DK3609'MARK IS ABOUT LEVEL WITH SR 1612 AND RECESSED 2-INCHES BELOW THE
 DK3609'GROUND.  LOCATED 14.5 FT (4.4 M) EAST OF THE CENTERLINE OF SR
 DK3609'1612--AND 42.0 FT (12.8 M) EAST OF A POWER POLE, 91.2 FT (27.8 M)
 DK3609'SOUTH OF 24-INCH (61 CM) POPLAR, 173.5 FT (52.9 M) NORTH OF A 20-INCH
 DK3609'(51 CM) LOCUST--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4608 ***********************************************************************
 FX4608  DESIGNATION -  BURNT RM 3
 FX4608  PID         -  FX4608
 FX4608  STATE/COUNTY-  NC/CAMDEN
 FX4608  USGS QUAD   -  SOUTH MILLS (1982)
 FX4608
 FX4608                         *CURRENT SURVEY CONTROL
 FX4608  ___________________________________________________________________
 FX4608* NAD 83(1986)-  36 23 35.45435(N)    076 15 57.37174(W)     ADJUSTED  
 FX4608* NAVD 88     -         3.2    (meters)      10.     (feet)  VERT ANG  
 FX4608  ___________________________________________________________________
 FX4608  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 FX4608  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 FX4608  HORZ ORDER  -  THIRD
 FX4608
 FX4608.The horizontal coordinates were established by classical geodetic methods
 FX4608.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX4608
 FX4608.The orthometric height was determined by vertical angle observations.
 FX4608
 FX4608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4608
 FX4608.The geoid height was determined by GEOID03.
 FX4608
 FX4608;                    North         East     Units Scale Factor Converg.
 FX4608;SPC NC       -   296,607.447   854,871.419   MT  1.00007110   +1 34 40.9
 FX4608;SPC NC       -   973,119.60  2,804,690.65   sFT  1.00007110   +1 34 40.9
 FX4608;UTM  18      - 4,028,303.711   386,470.431   MT  0.99975880   -0 45 04.3
 FX4608
 FX4608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4608!SPC NC       -   1.00000534  x   1.00007110  =   1.00007644
 FX4608!UTM  18      -   1.00000534  x   0.99975880  =   0.99976414
 FX4608
 FX4608                          SUPERSEDED SURVEY CONTROL
 FX4608
 FX4608.No superseded survey control is available for this station.
 FX4608
 FX4608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8647028304(NAD 83)
 FX4608_MARKER: DR = REFERENCE MARK DISK
 FX4608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4608_STAMPING: BURNT 1931 NO 3
 FX4608_MARK LOGO: CGS   
 FX4608_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4608+STABILITY: SURFACE MOTION
 FX4608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4608+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 FX4608
 FX4608  HISTORY     - Date     Condition        Report By
 FX4608  HISTORY     - 1931     MONUMENTED       CGS
 FX4608  HISTORY     - 19940921 GOOD             NCGS
 FX4608
 FX4608                          STATION DESCRIPTION
 FX4608
 FX4608'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4608'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHWEST OF ELIZABETH CITY
 FX4608'AND 5 MI (8.0 KM) SOUTHEAST OF SOUTH MILLS.  PROCEED ALONG NC 34 FOR 3
 FX4608'MI (4.8 KM) NORTH FROM ELIZABETH CITY TO CAMDEN, TURN LEFT AT THE
 FX4608'TEXACO STATION ACROSS FROM THE COUNTY SCHOOL BUILDING AND GO 7.3 MI
 FX4608'(11.7 KM) TO THE STATION ON THE WEST SIDE OF THE ROAD.  MARK PROJECTS
 FX4608'ABOUT 4 INCHES ABOVE THE GROUND.  LOCATED 7.5 FT (2.3 M) NORTHWEST OF
 FX4608'A 10 INCH POPLAR, 35 FT (10.7 M) SOUTHEAST OF AN 18 INCH HICKORY,
 FX4608'375.70 FT (114.51 M) SOUTHWEST OF STATION ---BURNT--- AND
 FX4608'APPROXIMATELY 300-FT SOUTHWEST OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4609 ***********************************************************************
 FX4609  DESIGNATION -  BURNT RM 4
 FX4609  PID         -  FX4609
 FX4609  STATE/COUNTY-  NC/CAMDEN
 FX4609  USGS QUAD   -  SOUTH MILLS (1982)
 FX4609
 FX4609                         *CURRENT SURVEY CONTROL
 FX4609  ___________________________________________________________________
 FX4609* NAD 83(1986)-  36 23 38.43636(N)    076 15 54.40005(W)     ADJUSTED  
 FX4609* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 FX4609  ___________________________________________________________________
 FX4609  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 FX4609  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 FX4609  HORZ ORDER  -  THIRD
 FX4609
 FX4609.The horizontal coordinates were established by classical geodetic methods
 FX4609.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2003.
 FX4609
 FX4609.The orthometric height was scaled from a topographic map.
 FX4609
 FX4609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4609
 FX4609.The geoid height was determined by GEOID03.
 FX4609
 FX4609;                    North         East     Units Scale Factor Converg.
 FX4609;SPC NC       -   296,701.376   854,942.921   MT  1.00007139   +1 34 42.6
 FX4609;SPC NC       -   973,427.76  2,804,925.23   sFT  1.00007139   +1 34 42.6
 FX4609;UTM  18      - 4,028,394.628   386,545.667   MT  0.99975859   -0 45 02.6
 FX4609
 FX4609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4609!SPC NC       -   1.00000536  x   1.00007139  =   1.00007675
 FX4609!UTM  18      -   1.00000536  x   0.99975859  =   0.99976394
 FX4609
 FX4609                          SUPERSEDED SURVEY CONTROL
 FX4609
 FX4609.No superseded survey control is available for this station.
 FX4609
 FX4609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8654628395(NAD 83)
 FX4609_MARKER: DR = REFERENCE MARK DISK
 FX4609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4609_STAMPING: BURNT NO 4 1931
 FX4609_MARK LOGO: CGS   
 FX4609_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4609+STABILITY: SURFACE MOTION
 FX4609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4609+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1994
 FX4609
 FX4609  HISTORY     - Date     Condition        Report By
 FX4609  HISTORY     - 1960     MONUMENTED       CGS
 FX4609  HISTORY     - 19940921 GOOD             NCGS
 FX4609
 FX4609                          STATION DESCRIPTION
 FX4609
 FX4609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX4609'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHWEST OF ELIZABETH CITY
 FX4609'AND 5 MI (8.0 KM) SOUTHEAST OF SOUTH MILLS.  PROCEED ALONG NC 34 FOR 3
 FX4609'MI (4.8 KM) NORTH FROM ELIZABETH CITY TO CAMDEN, TURN LEFT AT THE
 FX4609'TEXACO ACROSS FROM COUNTY SCHOOL BUILDING AND GO NORTHWEST FOR 7.3 MI
 FX4609'(11.7 KM) TO THE STATION ON THE WEST SIDE OF THE ROAD, OR 5.0 MI (8.0
 FX4609'KM) SOUTH ON NC 343 FROM THE BRIDGE IN SOUTH MILLS.  MARK IS FLUSH
 FX4609'WITH THE GROUND.  LOCATED 44.0 FT (13.4 M) SOUTHWEST OF THE CENTERLINE
 FX4609'OF NC 343, 41.5 FT (12.6 M) SOUTHEAST OF A CGS WITNESS SIGN AND 59.5
 FX4609'FT (18.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1719 ***********************************************************************
 FA1719  DESIGNATION -  BURR
 FA1719  PID         -  FA1719
 FA1719  STATE/COUNTY-  NC/DAVIDSON
 FA1719  USGS QUAD   -  MIDWAY (1994)
 FA1719
 FA1719                         *CURRENT SURVEY CONTROL
 FA1719  ___________________________________________________________________
 FA1719* NAD 83(2001)-  35 59 24.60516(N)    080 13 48.77085(W)     ADJUSTED  
 FA1719* NAVD 88     -       258.8    (meters)     849.     (feet)  VERTCON   
 FA1719  ___________________________________________________________________
 FA1719  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 FA1719  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FA1719  HORZ ORDER  -  SECOND
 FA1719
 FA1719.The horizontal coordinates were established by classical geodetic methods
 FA1719.and adjusted by the National Geodetic Survey in August 2005.
 FA1719
 FA1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1719
 FA1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1719
 FA1719.The geoid height was determined by GEOID03.
 FA1719
 FA1719;                    North         East     Units Scale Factor Converg.
 FA1719;SPC NC       -   249,197.167   498,674.585   MT  0.99995552   -0 42 36.2
 FA1719;SPC NC       -   817,574.37  1,636,068.20   sFT  0.99995552   -0 42 36.2
 FA1719;UTM  17      - 3,983,131.879   569,388.233   MT  0.99965933   +0 27 08.6
 FA1719
 FA1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1719!SPC NC       -   0.99996443  x   0.99995552  =   0.99991996
 FA1719!UTM  17      -   0.99996443  x   0.99965933  =   0.99962378
 FA1719
 FA1719:                Primary Azimuth Mark                     Grid Az
 FA1719:SPC NC       -  SWAIN                                    002 26 52.0
 FA1719:UTM  17      -  SWAIN                                    001 17 07.2
 FA1719
 FA1719|---------------------------------------------------------------------|
 FA1719| PID    Reference Object                     Distance      Geod. Az  |
 FA1719|                                                           dddmmss.s |
 FA1719| FZ1497 SWAIN                               APPROX. 2.0 KM 0014415.8 |
 FA1719| FA1713 HEBRON                              362.755 METERS 14035     |
 FA1719|---------------------------------------------------------------------|
 FA1719
 FA1719                          SUPERSEDED SURVEY CONTROL
 FA1719
 FA1719  NAD 83(1986)-  35 59 24.61064(N)    080 13 48.77702(W) AD(       ) 2
 FA1719  NAD 27      -  35 59 24.11816(N)    080 13 49.60339(W) AD(       ) 2
 FA1719  NGVD 29 (07/19/86)  259.0    (m)          850.     (f) VERT ANG    3  
 FA1719
 FA1719.Superseded values are not recommended for survey control.
 FA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1719.See file dsdata.txt to determine how the superseded data were derived.
 FA1719
 FA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6938883132(NAD 83)
 FA1719_MARKER: DE = TRAVERSE STATION DISK
 FA1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1719_STAMPING: BURR 1970
 FA1719_MARK LOGO: NCGS  
 FA1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1719+STABILITY: SURFACE MOTION
 FA1719
 FA1719  HISTORY     - Date     Condition        Report By
 FA1719  HISTORY     - 1970     MONUMENTED       NCGS
 FA1719
 FA1719                          STATION DESCRIPTION
 FA1719
 FA1719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA1719'BURR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1719'VICINITY OF GUMTREE, NORTH CAROLINA.
 FA1719'
 FA1719'BURR IS LOCATED APPROXIMATELY 1.8 MILES WEST OF GUMTREE AND 2.4 MILES
 FA1719'NORTH OF ELLER.  TO REACH STATION PROCEED FROM INTERSECTION OF US
 FA1719'52, NC 8 WITH SR 1802 (MIDWAY SCHOOL RD.) IN THE COMMUNITY OF ELLER,
 FA1719'GO NORTH ON US 52 AND NC 8 FOR 2.7 MILES TO STATION ON LEFT, AT
 FA1719'THE Y INTERSECTION OF US 52, NC 8 WITH SR 1509 (FOLLONSBEE RD.).
 FA1719'STATION IS IN THE NORTHWEST CORNER OF YARD OWNED BY MR. BURR, AND
 FA1719'0.5 MILE SOUTH OF THE FORSYTH - DAVIDSON COUNTY LINE.
 FA1719'
 FA1719'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BURR
 FA1719'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1719'FLUSH WITH THE SURFACE OF THE GROUND.
 FA1719'
 FA1719'MARK IS
 FA1719'24.8 FEET SW OF C/L OF SR 1509.
 FA1719'64.2 FEET SW OF C/L OF US 52.
 FA1719'17.0 FEET NW OF C/L OF DRIVEWAY.
 FA1719'112.5 FEET NE OF ALUMINUM REF. TAG ON PP.
 FA1719'19.5 FEET SE OF ALUMINUM REF. TAG ON STOP SIGN.
 FA1719'7.0 FEET W OF N END OF 15 INCH CONCRETE CULVERT UNDER DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1985 ***********************************************************************
 FA1985  DESIGNATION -  BURR
 FA1985  PID         -  FA1985
 FA1985  STATE/COUNTY-  NC/ANSON
 FA1985  USGS QUAD   -  ANSONVILLE (1983)
 FA1985
 FA1985                         *CURRENT SURVEY CONTROL
 FA1985  ___________________________________________________________________
 FA1985* NAD 83(2001)-  35 01 20.26582(N)    080 05 17.14347(W)     ADJUSTED  
 FA1985* NAVD 88     -        90.762  (meters)     297.77   (feet)  ADJUSTED  
 FA1985  ___________________________________________________________________
 FA1985  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 FA1985  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 FA1985  DYNAMIC HT  -          90.679 (meters)     297.50  (feet)  COMP
 FA1985  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 FA1985
 FA1985  HORZ ORDER  -  SECOND
 FA1985  VERT ORDER  -  SECOND    CLASS II
 FA1985
 FA1985.The horizontal coordinates were established by classical geodetic methods
 FA1985.and adjusted by the National Geodetic Survey in August 2005.
 FA1985
 FA1985.The orthometric height was determined by differential leveling
 FA1985.and adjusted in July 1999.
 FA1985.No vertical observational check was made to the station.
 FA1985
 FA1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1985
 FA1985.The geoid height was determined by GEOID03.
 FA1985
 FA1985.The dynamic height is computed by dividing the NAVD 88
 FA1985.geopotential number by the normal gravity value computed on the
 FA1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1985.degrees latitude (g = 980.6199 gals.).
 FA1985
 FA1985.The modeled gravity was interpolated from observed gravity values.
 FA1985
 FA1985;                    North         East     Units Scale Factor Converg.
 FA1985;SPC NC       -   141,680.045   510,311.781   MT  0.99988057   -0 37 40.9
 FA1985;SPC NC       -   464,828.61  1,674,247.90   sFT  0.99988057   -0 37 40.9
 FA1985;UTM  17      - 3,875,895.570   583,191.434   MT  0.99968529   +0 31 24.1
 FA1985
 FA1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1985!SPC NC       -   0.99999056  x   0.99988057  =   0.99987113
 FA1985!UTM  17      -   0.99999056  x   0.99968529  =   0.99967586
 FA1985
 FA1985:                Primary Azimuth Mark                     Grid Az
 FA1985:SPC NC       -  BRACE                                    182 53 51.1
 FA1985:UTM  17      -  BRACE                                    181 44 46.1
 FA1985
 FA1985|---------------------------------------------------------------------|
 FA1985| PID    Reference Object                     Distance      Geod. Az  |
 FA1985|                                                           dddmmss.s |
 FA1985| FA1983 BRACE                               APPROX. 0.6 KM 1821610.2 |
 FA1985| FA1997 SALEM                               APPROX. 0.6 KM 3494250.0 |
 FA1985|---------------------------------------------------------------------|
 FA1985
 FA1985                          SUPERSEDED SURVEY CONTROL
 FA1985
 FA1985  NAD 83(1986)-  35 01 20.27766(N)    080 05 17.15550(W) AD(       ) 2
 FA1985  NAD 27      -  35 01 19.72922(N)    080 05 17.94051(W) AD(       ) 2
 FA1985  NGVD 29 (07/19/86)   91.0    (m)          299.     (f) VERT ANG    3  
 FA1985
 FA1985.Superseded values are not recommended for survey control.
 FA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1985.See file dsdata.txt to determine how the superseded data were derived.
 FA1985
 FA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU8319175896(NAD 83)
 FA1985_MARKER: DE = TRAVERSE STATION DISK
 FA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1985_STAMPING: BURR 1967
 FA1985_MARK LOGO: NCGS  
 FA1985_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1985+STABILITY: SURFACE MOTION
 FA1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1985+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1997
 FA1985
 FA1985  HISTORY     - Date     Condition        Report By
 FA1985  HISTORY     - 1967     MONUMENTED       NCGS
 FA1985  HISTORY     - 1987     GOOD             USPSQD
 FA1985  HISTORY     - 19920730 GOOD             USPSQD
 FA1985  HISTORY     - 19970408 GOOD             NCGS
 FA1985  HISTORY     - 20040204 SEE DESCRIPTION  NCGS
 FA1985
 FA1985                          STATION DESCRIPTION
 FA1985
 FA1985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA1985'BURR IS N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1985'VICINITY OF WADESBORO, NORTH CAROLINA.
 FA1985'
 FA1985'BURR IS LOCATED APPROXIMATELY 3.8 MILES NNW OF WADESBORO.  TO
 FA1985'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 52 WITH
 FA1985'U.S. 74 ON THE WEST SIDE OF WADESBORO, GO NORTH ON U.S. 52 FOR
 FA1985'3.75 MILES TO INTERSECTION OF SR 1645, AND STATION.  WHICH IS
 FA1985'IN THE SOUTHEAST QUADRANT FORMED BY INTERSECTION, IN FRONT YARD
 FA1985'OF ONE STORY FRAME HOUSE ON EDGE OF A 4 FOOT CUT.
 FA1985'
 FA1985'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA1985'BURR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1985'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA1985'
 FA1985'MARK IS
 FA1985'
 FA1985'36.1 FT E OF C/L OF U.S. 52
 FA1985'
 FA1985'34.5 FT SE OF 4 IN X 4 IN POST FOR HIGHWAY SIGN, WITH ALUMINUM
 FA1985'REF. TAG
 FA1985'
 FA1985'54.0 FT W OF 16 INCH PINE IN FRONT YARD OF ONE STORY FRAME
 FA1985'HOUSE, WITH ALUMINUM REF. TAG
 FA1985'
 FA1985'55.2 FT WNW OF 18 INCH PINE, WITH ALUMINUM REF. TAG, IN FRONT
 FA1985'YARD OF ONE STORY FRAME HOUSE
 FA1985
 FA1985                          STATION RECOVERY (1987)
 FA1985
 FA1985'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA1985'RECOVERED IN GOOD CONDITION.
 FA1985
 FA1985                          STATION RECOVERY (1992)
 FA1985
 FA1985'RECOVERY NOTE BY US POWER SQUADRON 1992 (ELS)
 FA1985'RECOVERED IN GOOD CONDITION.
 FA1985
 FA1985                          STATION RECOVERY (1997)
 FA1985
 FA1985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA1985'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 FA1985'MARK IS ABOUT 4-FEET HIGHER THAN HIGHWAY AND PROJECTS 8 INCHES ABOVE
 FA1985'GROUND.  LOCATED 118.0 FT (36.0 M) SOUTH-SOUTHEAST OF CENTERLINE
 FA1985'INTERSECTION OF US 52 AND SR 1645-AIRPORT ROAD, AND 116.5 FT (35.5 M)
 FA1985'SOUTHWEST OF TELELPHONE PEDESTAL.
 FA1985
 FA1985                          STATION RECOVERY (2004)
 FA1985
 FA1985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FA1985'THE STATION IS DESTROYED.  THE MONUMENT WAS FOUND OUT OF THE GROUND
 FA1985'AND THE DISK WAS RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4951 ***********************************************************************
 EZ4951  DESIGNATION -  BURR
 EZ4951  PID         -  EZ4951
 EZ4951  STATE/COUNTY-  NC/HARNETT
 EZ4951  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4951
 EZ4951                         *CURRENT SURVEY CONTROL
 EZ4951  ___________________________________________________________________
 EZ4951* NAD 83(2001)-  35 21 53.46676(N)    078 48 25.00704(W)     ADJUSTED  
 EZ4951* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 EZ4951  ___________________________________________________________________
 EZ4951  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EZ4951  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 EZ4951  HORZ ORDER  -  SECOND
 EZ4951
 EZ4951.The horizontal coordinates were established by classical geodetic methods
 EZ4951.and adjusted by the National Geodetic Survey in August 2005.
 EZ4951
 EZ4951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4951
 EZ4951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4951
 EZ4951.The geoid height was determined by GEOID03.
 EZ4951
 EZ4951;                    North         East     Units Scale Factor Converg.
 EZ4951;SPC NC       -   179,152.733   627,143.933   MT  0.99987453   +0 06 41.1
 EZ4951;SPC NC       -   587,770.26  2,057,554.72   sFT  0.99987453   +0 06 41.1
 EZ4951;UTM  17      - 3,915,712.569   699,243.620   MT  1.00008924   +1 16 11.0
 EZ4951
 EZ4951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4951!SPC NC       -   0.99999683  x   0.99987453  =   0.99987136
 EZ4951!UTM  17      -   0.99999683  x   1.00008924  =   1.00008607
 EZ4951
 EZ4951:                Primary Azimuth Mark                     Grid Az
 EZ4951:SPC NC       -  AUTRY                                    125 07 20.9
 EZ4951:UTM  17      -  AUTRY                                    123 57 51.0
 EZ4951
 EZ4951|---------------------------------------------------------------------|
 EZ4951| PID    Reference Object                     Distance      Geod. Az  |
 EZ4951|                                                           dddmmss.s |
 EZ4951| EZ4956 AUTRY                               APPROX. 0.5 KM 1251402.0 |
 EZ4951|---------------------------------------------------------------------|
 EZ4951
 EZ4951                          SUPERSEDED SURVEY CONTROL
 EZ4951
 EZ4951  NAD 83(1986)-  35 21 53.47241(N)    078 48 25.01337(W) AD(       ) 2
 EZ4951  NAD 27      -  35 21 52.89665(N)    078 48 25.92721(W) AD(       ) 2
 EZ4951  NGVD 29 (07/19/86)   53.6    (m)          176.     (f) VERT ANG    3  
 EZ4951
 EZ4951.Superseded values are not recommended for survey control.
 EZ4951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4951.See file dsdata.txt to determine how the superseded data were derived.
 EZ4951
 EZ4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9924415713(NAD 83)
 EZ4951_MARKER: DE = TRAVERSE STATION DISK
 EZ4951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4951_STAMPING: BURR 1972
 EZ4951_MARK LOGO: NCGS  
 EZ4951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4951+STABILITY: SURFACE MOTION
 EZ4951
 EZ4951  HISTORY     - Date     Condition        Report By
 EZ4951  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4951  HISTORY     - 19970305 GOOD             USPSQD
 EZ4951  HISTORY     - 20060223 GOOD             GEOCAC
 EZ4951
 EZ4951                          STATION DESCRIPTION
 EZ4951
 EZ4951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4951'BURR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4951'THE VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ4951'
 EZ4951'BURR IS LOCATED APPROXIMATELY 2.4 MILES SSE OF LILLINGTON AND 4.1
 EZ4951'MILES NNW OF BUNNLEVEL.  TO REACH STATION FROM THE INTERSECTION OF
 EZ4951'US 401 AND NC 210 IN SOUTH LILLINGTON, PROCEED SOUTHEAST ALONG US
 EZ4951'401 FOR 2.05 MILES TO STATION ON RIGHT, 0.85 MILE NORTHWEST OF
 EZ4951'INTERSECTION OF SR 2034 AND 0.75 MILE SOUTHEAST OF INTERSECTION
 EZ4951'OF SR 2035 WITH US 401, NNE OF THE DIRT ROAD LEADING TO PINE BURR
 EZ4951'GOLF COURSE, APPROXIMATELY 700 FEET SOUTHEAST OF THE CLUB HOUSE,
 EZ4951'ACROSS FROM A GREEN AND APPROXIMATELY 60 FEET NORTHWEST OF A
 EZ4951'DRIVE ENTRANCE.
 EZ4951'
 EZ4951'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BURR
 EZ4951'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4951'FLUSH WITH THE GROUND.
 EZ4951'
 EZ4951'MARK IS--
 EZ4951'86.8 FEET SW OF C/L OF US 401.
 EZ4951'29.0 FEET N OF DIRT ROAD WEST TO PINE BURR GOLF COURSE.
 EZ4951'14.8 FEET SSW OF 18 INCH OAK WITH ALUMINUM REF. TAG.
 EZ4951'30.9 FEET WNW OF PP WITH ALUMINUM REF. TAG.
 EZ4951'77.5 FEET W OF NW END OF CULVERT OF ENTRANCE TO PINE BURR GOLF
 EZ4951'COURSE.
 EZ4951'77.6 FEET NE OF 12 INCH PINE WITH ALUMINUM REF. TAG.
 EZ4951
 EZ4951                          STATION RECOVERY (1997)
 EZ4951
 EZ4951'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4951'RECOVERED IN GOOD CONDITION.
 EZ4951
 EZ4951                          STATION RECOVERY (2006)
 EZ4951
 EZ4951'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ4951'ROAD TO CLUB HOUSE HAS BEEN PAVED. STATION IS RECESSED 3CM.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1606 ***********************************************************************
 FW1606  DESIGNATION -  BURR
 FW1606  PID         -  FW1606
 FW1606  STATE/COUNTY-  NC/CURRITUCK
 FW1606  USGS QUAD   -  MOSSEY ISLANDS (1982)
 FW1606
 FW1606                         *CURRENT SURVEY CONTROL
 FW1606  ___________________________________________________________________
 FW1606* NAD 83(2001)-  36 31 41.93345(N)    075 52 26.15408(W)     ADJUSTED  
 FW1606* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1606  ___________________________________________________________________
 FW1606  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FW1606  GEOID HEIGHT-         -38.38  (meters)                     GEOID03
 FW1606  HORZ ORDER  -  SECOND
 FW1606
 FW1606.The horizontal coordinates were established by classical geodetic methods
 FW1606.and adjusted by the National Geodetic Survey in August 2005.
 FW1606
 FW1606.The orthometric height was scaled from a topographic map.
 FW1606
 FW1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1606
 FW1606.The geoid height was determined by GEOID03.
 FW1606
 FW1606;                    North         East     Units Scale Factor Converg.
 FW1606;SPC NC       -   312,634.788   889,554.727   MT  1.00012104   +1 48 15.4
 FW1606;SPC NC       - 1,025,702.63  2,918,480.80   sFT  1.00012104   +1 48 15.4
 FW1606;SPC VA S     - 1,024,909.324 3,735,168.512   MT  1.00005180   +1 35 37.8
 FW1606;SPC VA S     - 3,362,556.67 12,254,465.36   sFT  1.00005180   +1 35 37.8
 FW1606;UTM  18      - 4,042,904.054   421,762.430   MT  0.99967541   -0 31 12.7
 FW1606
 FW1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1606!SPC NC       -   1.00000575  x   1.00012104  =   1.00012680
 FW1606!SPC VA S     -   1.00000575  x   1.00005180  =   1.00005756
 FW1606!UTM  18      -   1.00000575  x   0.99967541  =   0.99968116
 FW1606
 FW1606:                Primary Azimuth Mark                     Grid Az
 FW1606:SPC NC       -  WASH WOODS CG LOT CHIMNEY                155 50 06.4
 FW1606:SPC VA S     -  WASH WOODS CG LOT CHIMNEY                156 02 44.0
 FW1606:UTM  18      -  WASH WOODS CG LOT CHIMNEY                158 09 34.5
 FW1606
 FW1606|---------------------------------------------------------------------|
 FW1606| PID    Reference Object                     Distance      Geod. Az  |
 FW1606|                                                           dddmmss.s |
 FW1606| FW1489 WASH WOODS CG LOT CHIMNEY           APPROX. 3.7 KM 1573821.8 |
 FW1606| FW1482 WASH WOODS CG FLAGPOLE              APPROX. 3.7 KM 1575647.0 |
 FW1606| FW1483 WASH                                APPROX. 4.1 KM 1681031.0 |
 FW1606| FW1800 BURR RM 1                            19.611 METERS 23741     |
 FW1606| FW1801 BURR RM 2                            19.623 METERS 30547     |
 FW1606|---------------------------------------------------------------------|
 FW1606
 FW1606                          SUPERSEDED SURVEY CONTROL
 FW1606
 FW1606  NAD 83(1993)-  36 31 41.93554(N)    075 52 26.16228(W) AD(       ) 2
 FW1606  NAD 83(1986)-  36 31 41.95007(N)    075 52 26.18650(W) AD(       ) 2
 FW1606  NAD 27      -  36 31 41.39300(N)    075 52 27.46300(W) AD(       ) 2
 FW1606
 FW1606.Superseded values are not recommended for survey control.
 FW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1606.See file dsdata.txt to determine how the superseded data were derived.
 FW1606
 FW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2176242904(NAD 83)
 FW1606_MARKER: DS = TRIANGULATION STATION DISK
 FW1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1606_MARK LOGO: CGS   
 FW1606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1606+STABILITY: SURFACE MOTION
 FW1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1606+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 FW1606
 FW1606  HISTORY     - Date     Condition        Report By
 FW1606  HISTORY     - 1934     MONUMENTED       CGS
 FW1606  HISTORY     - 1962     MARK NOT FOUND   CGS
 FW1606  HISTORY     - 20041130 SEE DESCRIPTION  NCGS
 FW1606
 FW1606                          STATION DESCRIPTION
 FW1606
 FW1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1606'THIS IS A NEW STATION ON THE E SIDE OF CURRITUCK SOUND, DUE E OF
 FW1606'CASON POINT ON KNOTT ISLAND, ABOUT 550 FEET FROM THE EDGE OF THE
 FW1606'SOUND, AND ABOUT 2-1/4 MILES NW OF WASH WOODS COAST GUARD STATION.
 FW1606'
 FW1606'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 FW1606'CONCRETE.
 FW1606'
 FW1606'REFERENCE MARK NO. 1 IS W BY S OF THE STATION.  REFERENCE MARK NO.
 FW1606'2 IS NW OF STATION.
 FW1606'
 FW1606'TO REACH FROM PRINCESS ANNE, VIRGINIA, SET 0.0, GO NE ACROSS
 FW1606'RAILROAD TRACKS KEEPING RIGHT AT 2.4 AT CHURCH, LEFT AT 3.05 AT
 FW1606'FILLING STATION, THEN CONTINUE STRAIGHT TO BEACH AT 8.6.  DRIVE
 FW1606'S ON BEACH A DISTANCE OF 15.3 MILES, TURN RIGHT HERE AND, GOING TO
 FW1606'THE S OF A LARGE SAND DUNE, DRIVE SW ACROSS THE FLATS 0.7 MILE TO
 FW1606'STATION.
 FW1606'
 FW1606'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 FW1606
 FW1606                          STATION RECOVERY (1962)
 FW1606
 FW1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CGS)
 FW1606'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE SAND DUNES HAVE
 FW1606'SHIFTED AND THE AREA OF THE MARK HAS GROWN UP WITH SCRUB PINE
 FW1606'TREES.  THIS MARK IS PROBABLY INTACT BUT IS IN THE FLATS AND WATER
 FW1606'DEEP IN PLACES.
 FW1606
 FW1606                          STATION RECOVERY (2004)
 FW1606
 FW1606'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1606'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2147 ***********************************************************************
 FA2147  DESIGNATION -  BURRIS
 FA2147  PID         -  FA2147
 FA2147  STATE/COUNTY-  NC/STANLY
 FA2147  USGS QUAD   -  FROG POND (1983)
 FA2147
 FA2147                         *CURRENT SURVEY CONTROL
 FA2147  ___________________________________________________________________
 FA2147* NAD 83(2001)-  35 16 17.03289(N)    080 19 45.67758(W)     ADJUSTED  
 FA2147* NAVD 88     -       162.9    (meters)     534.     (feet)  VERTCON   
 FA2147  ___________________________________________________________________
 FA2147  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 FA2147  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA2147  HORZ ORDER  -  SECOND
 FA2147
 FA2147.The horizontal coordinates were established by classical geodetic methods
 FA2147.and adjusted by the National Geodetic Survey in August 2005.
 FA2147
 FA2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2147
 FA2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2147
 FA2147.The geoid height was determined by GEOID03.
 FA2147
 FA2147;                    North         East     Units Scale Factor Converg.
 FA2147;SPC NC       -   169,578.356   488,667.915   MT  0.99987265   -0 46 02.2
 FA2147;SPC NC       -   556,358.32  1,603,237.98   sFT  0.99987265   -0 46 02.2
 FA2147;UTM  17      - 3,903,346.888   560,995.195   MT  0.99964585   +0 23 14.2
 FA2147
 FA2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2147!SPC NC       -   0.99997918  x   0.99987265  =   0.99985184
 FA2147!UTM  17      -   0.99997918  x   0.99964585  =   0.99962504
 FA2147
 FA2147|---------------------------------------------------------------------|
 FA2147| PID    Reference Object                     Distance      Geod. Az  |
 FA2147|                                                           dddmmss.s |
 FA2147| FA2146 LIBERTY HILL                        350.612 METERS 07201     |
 FA2147|---------------------------------------------------------------------|
 FA2147
 FA2147                          SUPERSEDED SURVEY CONTROL
 FA2147
 FA2147  NAD 83(1986)-  35 16 17.04583(N)    080 19 45.68622(W) AD(       ) 2
 FA2147  NAD 27      -  35 16 16.52320(N)    080 19 46.46033(W) AD(       ) 2
 FA2147  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG    3  
 FA2147
 FA2147.Superseded values are not recommended for survey control.
 FA2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2147.See file dsdata.txt to determine how the superseded data were derived.
 FA2147
 FA2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6099503347(NAD 83)
 FA2147_MARKER: DE = TRAVERSE STATION DISK
 FA2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2147_STAMPING: BURRIS 1974
 FA2147_MARK LOGO: NCGS  
 FA2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2147+STABILITY: SURFACE MOTION
 FA2147
 FA2147  HISTORY     - Date     Condition        Report By
 FA2147  HISTORY     - 1974     MONUMENTED       NCGS
 FA2147  HISTORY     - 19940803 MARK NOT FOUND   USPSQD
 FA2147
 FA2147                          STATION DESCRIPTION
 FA2147
 FA2147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA2147'BURRIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2147'IN THE VICINITY OF OAKBORO, NORTH CAROLINA.
 FA2147'
 FA2147'BURRIS IS LOCATED APPROXIMATELY 3.3 MILES NORTH OF OAKBORO, AND
 FA2147'9.2 MILES SW OF ALBEMARLE.  TO REACH STATION FROM INTERSECTION OF
 FA2147'NC 205 AND SR 1227 WITH NC 24 - NC 27 IN RED CROSS, PROCEED EAST
 FA2147'ALONG NC 24 - NC 27 FOR 1.5 MILES TO STATION ON THE LEFT DIRECTLY
 FA2147'IN FRONT OF A ONE STORY WHITE BLOCK HOUSE (BURRIS RESIDENCE).
 FA2147'AND 0.15 MILE WEST OF THE INTERSECTION WITH SR 1115 AT LIBERTY
 FA2147'HILL CHURCH.
 FA2147'
 FA2147'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2147'BURRIS 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2147'WHICH IS FLUSH WITH THE GROUND.
 FA2147'
 FA2147'MARK IS 39.1 FT NNW OF C/L OF NC 24 - NC 27
 FA2147'
 FA2147'49.8 FT SSW OF SE CORNER OF BLOCK HOUSE
 FA2147'
 FA2147'115.4 FT SW OF SW CORNER OF A ONE STORY BRICK HOUSE
 FA2147'
 FA2147'45.8 FT W OF PP WITH ALUMINUM REF. TAG
 FA2147'
 FA2147'100.9 FT NE OF TP 3 WITH ALUMINUM REF. TAG
 FA2147'
 FA2147'24.8 FT SE OF 10 IN OAK WITH ALUMINUM REF. TAG
 FA2147
 FA2147                          STATION RECOVERY (1994)
 FA2147
 FA2147'RECOVERY NOTE BY US POWER SQUADRON 1994
 FA2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3879 ***********************************************************************
 EZ3879  DESIGNATION -  BURRIS
 EZ3879  PID         -  EZ3879
 EZ3879  STATE/COUNTY-  NC/RANDOLPH
 EZ3879  USGS QUAD   -  RAMSEUR (1980)
 EZ3879
 EZ3879                         *CURRENT SURVEY CONTROL
 EZ3879  ___________________________________________________________________
 EZ3879* NAD 83(2001)-  35 39 41.76234(N)    079 37 57.66811(W)     ADJUSTED  
 EZ3879* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 EZ3879  ___________________________________________________________________
 EZ3879  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EZ3879  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 EZ3879  HORZ ORDER  -  SECOND
 EZ3879
 EZ3879.The horizontal coordinates were established by classical geodetic methods
 EZ3879.and adjusted by the National Geodetic Survey in August 2005.
 EZ3879
 EZ3879.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3879
 EZ3879.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3879
 EZ3879.The geoid height was determined by GEOID03.
 EZ3879
 EZ3879;                    North         East     Units Scale Factor Converg.
 EZ3879;SPC NC       -   212,238.675   552,319.467   MT  0.99989810   -0 21 54.6
 EZ3879;SPC NC       -   696,319.72  1,812,068.12   sFT  0.99989810   -0 21 54.6
 EZ3879;UTM  17      - 3,947,277.099   623,760.916   MT  0.99978874   +0 47 50.1
 EZ3879
 EZ3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3879!SPC NC       -   0.99998020  x   0.99989810  =   0.99987830
 EZ3879!UTM  17      -   0.99998020  x   0.99978874  =   0.99976895
 EZ3879
 EZ3879|---------------------------------------------------------------------|
 EZ3879| PID    Reference Object                     Distance      Geod. Az  |
 EZ3879|                                                           dddmmss.s |
 EZ3879| EZ3878 WILL                                213.959 METERS 01247     |
 EZ3879| EZ3880 NEEDHAM                             APPROX. 0.7 KM 2693456.1 |
 EZ3879|---------------------------------------------------------------------|
 EZ3879
 EZ3879                          SUPERSEDED SURVEY CONTROL
 EZ3879
 EZ3879  NAD 83(1986)-  35 39 41.76693(N)    079 37 57.67738(W) AD(       ) 2
 EZ3879  NAD 27      -  35 39 41.27476(N)    079 37 58.58449(W) AD(       ) 2
 EZ3879  NGVD 29 (07/19/86)  156.8    (m)          514.     (f) VERT ANG    3  
 EZ3879
 EZ3879.Superseded values are not recommended for survey control.
 EZ3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3879.See file dsdata.txt to determine how the superseded data were derived.
 EZ3879
 EZ3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV2376147277(NAD 83)
 EZ3879_MARKER: DE = TRAVERSE STATION DISK
 EZ3879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3879_STAMPING: BURRIS 1975
 EZ3879_MARK LOGO: NCGS  
 EZ3879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3879+STABILITY: SURFACE MOTION
 EZ3879
 EZ3879  HISTORY     - Date     Condition        Report By
 EZ3879  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3879
 EZ3879                          STATION DESCRIPTION
 EZ3879
 EZ3879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3879'BURRIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3879'THE VICINITY OF COLERIDGE, NORTH CAROLINA.
 EZ3879'
 EZ3879'BURRIS IS LOCATED APPROXIMATELY 1.7 MILES NW OF COLERIDGE, AND
 EZ3879'5.5 MILES SOUTH OF RAMSEUR.  TO REACH STATION FROM INTERSECTION OF
 EZ3879'U.S. 64 WITH NC 22 SOUTH IN RAMSEUR, PROCEED SE ALONG NC 22 FOR
 EZ3879'5.65 MILES TO INTERSECTION WITH SR 2628 CROSSROADS, THENCE SW
 EZ3879'ALONG SR 2628 FOR 1.25 MILES TO JUNCTION WITH SR 2656, AND
 EZ3879'CONTINUE SOUTH ALONG SR 2628 (GRAVEL ROAD) TO STATION ON RIGHT,
 EZ3879'IN A LARGE CULTIVATED FIELD, JUST NORTH OF A POWER POLE.
 EZ3879'
 EZ3879'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3879'BURRIS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3879'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3879'
 EZ3879'MARK IS 204.0 FT SSE OF C/L OF SR 2656
 EZ3879'
 EZ3879'103.4 FT W OF C/L OF SR 2628
 EZ3879'
 EZ3879'1.7 FT NNW OF PP 9G 47
 EZ3879'
 EZ3879'129.6 FT WNW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ3879'
 EZ3879'134.5 FT NW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ3879'
 EZ3879'142.0 FT WSW OF FENCE POST WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2017 ***********************************************************************
 FZ2017  DESIGNATION -  BURRIS
 FZ2017  PID         -  FZ2017
 FZ2017  STATE/COUNTY-  NC/WATAUGA
 FZ2017  USGS QUAD   -  BOONE (1994)
 FZ2017
 FZ2017                         *CURRENT SURVEY CONTROL
 FZ2017  ___________________________________________________________________
 FZ2017* NAD 83(2001)-  36 13 23.14284(N)    081 41 25.29805(W)     ADJUSTED  
 FZ2017* NAVD 88     -      1050.6    (meters)    3447.     (feet)  VERTCON   
 FZ2017  ___________________________________________________________________
 FZ2017  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FZ2017  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 FZ2017  HORZ ORDER  -  SECOND
 FZ2017
 FZ2017.The horizontal coordinates were established by classical geodetic methods
 FZ2017.and adjusted by the National Geodetic Survey in August 2005.
 FZ2017
 FZ2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2017
 FZ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2017
 FZ2017.The geoid height was determined by GEOID03.
 FZ2017
 FZ2017;                    North         East     Units Scale Factor Converg.
 FZ2017;SPC NC       -   277,632.848   367,739.132   MT  1.00001624   -1 33 10.1
 FZ2017;SPC NC       -   910,867.10  1,206,490.80   sFT  1.00001624   -1 33 10.1
 FZ2017;UTM  17      - 4,008,914.330   437,954.706   MT  0.99964743   -0 24 28.7
 FZ2017
 FZ2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2017!SPC NC       -   0.99984002  x   1.00001624  =   0.99985626
 FZ2017!UTM  17      -   0.99984002  x   0.99964743  =   0.99948751
 FZ2017
 FZ2017:                Primary Azimuth Mark                     Grid Az
 FZ2017:SPC NC       -  HOWARD                                   246 55 35.3
 FZ2017:UTM  17      -  HOWARD                                   245 46 53.9
 FZ2017
 FZ2017|---------------------------------------------------------------------|
 FZ2017| PID    Reference Object                     Distance      Geod. Az  |
 FZ2017|                                                           dddmmss.s |
 FZ2017| FZ2022 HOWARD                              APPROX. 1.2 KM 2452225.2 |
 FZ2017|---------------------------------------------------------------------|
 FZ2017
 FZ2017                          SUPERSEDED SURVEY CONTROL
 FZ2017
 FZ2017  NAD 83(1995)-  36 13 23.14375(N)    081 41 25.29819(W) AD(       ) 2
 FZ2017  NAD 83(1993)-  36 13 23.14861(N)    081 41 25.30209(W) AD(       ) 2
 FZ2017  NAD 83(1986)-  36 13 23.15110(N)    081 41 25.31083(W) AD(       ) 2
 FZ2017  NAD 27      -  36 13 22.68706(N)    081 41 25.91833(W) AD(       ) 2
 FZ2017  NGVD 29 (07/19/86) 1050.7    (m)         3447.     (f) VERT ANG    3  
 FZ2017
 FZ2017.Superseded values are not recommended for survey control.
 FZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2017.See file dsdata.txt to determine how the superseded data were derived.
 FZ2017
 FZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA3795508914(NAD 83)
 FZ2017_MARKER: DE = TRAVERSE STATION DISK
 FZ2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2017_STAMPING: BURRIS 1969
 FZ2017_MARK LOGO: NCGS  
 FZ2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2017+STABILITY: SURFACE MOTION
 FZ2017
 FZ2017  HISTORY     - Date     Condition        Report By
 FZ2017  HISTORY     - 1969     MONUMENTED       NCGS
 FZ2017
 FZ2017                          STATION DESCRIPTION
 FZ2017
 FZ2017'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FZ2017'BURRIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ2017'VICINITY OF BOONE,
 FZ2017'NORTH CAROLINA.
 FZ2017'
 FZ2017'BURRIS IS LOCATED APPROXIMATELY 1.5 MILES WNW OF BOONE.  TO REACH
 FZ2017'STATION PROCEED
 FZ2017'FROM THE INTERSECTION OF W.  MAIN STREET AND GREENE
 FZ2017'STREET IN BOONE, GO NORTHEAST ON
 FZ2017'GREENE STREET FOR 0.2 MILE TO
 FZ2017'INTERSECTION OF GREENE STREET AND KING STREET, TURN
 FZ2017'RIGHT ON KING
 FZ2017'STREET FOR 100 FEET TO INTERSECTION OF W.  KING STREET AND W.  QUEEN
 FZ2017'STREET, TURN LEFT
 FZ2017'ON W.  QUEEN STREET AND GO 0.05 MILE TO ROAD TO
 FZ2017'RIGHT UP STEEP GRADE ON WEST SIDE OF
 FZ2017'HOME OF MR.  TUCKER, CONTINUE
 FZ2017'PAST HOME OF MR.  TUCKER AND GO 0.15 MILE TO END OF
 FZ2017'ROAD.  STATION IS
 FZ2017'ON THE RIGHT SIDE OF ROAD, NEAR SOUTHWEST CORNER OF YARD OF MR.
 FZ2017'BURRIS.
 FZ2017'
 FZ2017'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BURRIS
 FZ2017'1969, SET IN THE
 FZ2017'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 FZ2017'INCHES BELOW THE SURFACE OF THE
 FZ2017'GROUND.
 FZ2017'
 FZ2017'MARK IS 8.5 S OF CENTER OF DIRT LANE 39.1 SSE OF 10 INCH WHITE PINE
 FZ2017'TREE 35.5 WSW OF
 FZ2017'10 INCH WHITE PINE TREE 18.5 N OF 10 INCH WHITE PINE
 FZ2017'TREE 98.0 S OF SW CORNER OF MR.
 FZ2017'BURRIS HOME
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2540 ***********************************************************************
 EA2540  DESIGNATION -  BURRO
 EA2540  PID         -  EA2540
 EA2540  STATE/COUNTY-  NC/PENDER
 EA2540  USGS QUAD   -  HAMPSTEAD (1970)
 EA2540
 EA2540                         *CURRENT SURVEY CONTROL
 EA2540  ___________________________________________________________________
 EA2540* NAD 83(2001)-  34 19 38.57573(N)    077 42 53.42300(W)     ADJUSTED  
 EA2540* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2540  ___________________________________________________________________
 EA2540  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 EA2540  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA2540  HORZ ORDER  -  THIRD
 EA2540
 EA2540.The horizontal coordinates were established by classical geodetic methods
 EA2540.and adjusted by the National Geodetic Survey in August 2005.
 EA2540
 EA2540.The orthometric height was scaled from a topographic map.
 EA2540
 EA2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2540
 EA2540.The geoid height was determined by GEOID03.
 EA2540
 EA2540;                    North         East     Units Scale Factor Converg.
 EA2540;SPC NC       -    64,816.906   727,869.949   MT  1.00000165   +0 44 30.3
 EA2540;SPC NC       -   212,653.47  2,388,019.99   sFT  1.00000165   +0 44 30.3
 EA2540;UTM  18      - 3,801,794.979   250,222.037   MT  1.00036910   -1 31 54.3
 EA2540
 EA2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2540!SPC NC       -   1.00000573  x   1.00000165  =   1.00000738
 EA2540!UTM  18      -   1.00000573  x   1.00036910  =   1.00037483
 EA2540
 EA2540:                Primary Azimuth Mark                     Grid Az
 EA2540:SPC NC       -  LONG POINT 2                             040 23 20.2
 EA2540:UTM  18      -  LONG POINT 2                             042 39 44.8
 EA2540
 EA2540|---------------------------------------------------------------------|
 EA2540| PID    Reference Object                     Distance      Geod. Az  |
 EA2540|                                                           dddmmss.s |
 EA2540| EA2548 LONG POINT 2                        APPROX. 1.4 KM 0410750.5 |
 EA2540|---------------------------------------------------------------------|
 EA2540
 EA2540                          SUPERSEDED SURVEY CONTROL
 EA2540
 EA2540  NAD 83(1986)-  34 19 38.59001(N)    077 42 53.43718(W) AD(       ) 3
 EA2540  NAD 27      -  34 19 37.98000(N)    077 42 54.51500(W) AD(       ) 3
 EA2540
 EA2540.Superseded values are not recommended for survey control.
 EA2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2540.See file dsdata.txt to determine how the superseded data were derived.
 EA2540
 EA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5022201795(NAD 83)
 EA2540_MARKER: DS = TRIANGULATION STATION DISK
 EA2540_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2540_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2540_MARK LOGO: CGS   
 EA2540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2540
 EA2540  HISTORY     - Date     Condition        Report By
 EA2540  HISTORY     - 1914     MONUMENTED       CGS
 EA2540  HISTORY     - 1925     POOR             NCGS
 EA2540  HISTORY     - 1933     POOR             CGS
 EA2540  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2540
 EA2540                          STATION DESCRIPTION
 EA2540
 EA2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2540'STATION IS ON THE SECOND POINT SW OF LONG POINT, ON A HILL NEAR
 EA2540'THE RUINS OF AN OLD HOUSE.
 EA2540'
 EA2540'THE SURFACE MARK IS A STANDARD DISK SET IN CONCRETE AT THE
 EA2540'CENTER OF THE TOP OF A TILE.
 EA2540'UNDERGROUND MARK IS EMBEDDED IN EARTH 3 FEET BELOW THE SURFACE OF
 EA2540'THE GROUND.
 EA2540'
 EA2540'THE REFERENCE MARK IS A TILE FILLED WITH AND SET IN CEMENT NEAR
 EA2540'THE HIGH-WATER MARK, ABOUT 50 METERS (164 FEET) FROM THE
 EA2540'STATION.  THERE ARE TWO LARGE BLAZED PINE TREES ABOUT 5 YARDS
 EA2540'FROM THE REFERENCE MARK.
 EA2540
 EA2540                          STATION RECOVERY (1925)
 EA2540
 EA2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1925
 EA2540'STATION RECOVERED AS DESCRIBED.  CEMENT AND PIPE BROKEN UP AND
 EA2540'SCATTERED AROUND.  THIS STATION LOCATED IN WOODS, AND WOULD
 EA2540'HAVE REQUIRED QUITE A LITTLE CUTTING FOR ME TO USE IT, SO I
 EA2540'DIDNT GO TO ANY TROUBLE TO LOCATE UNDERGROUND STATION.
 EA2540
 EA2540                          STATION RECOVERY (1933)
 EA2540
 EA2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2540'STATION AND REFERENCE MARKS WERE RECOVERED BUT ON BOTH MARKS
 EA2540'THE TILE CONTAINING THE DISK HAD BEEN BROKEN OFF FLUSH WITH
 EA2540'THE CONCRETE BLOCK IN WHICH IT WAS EMBEDDED.  THE STATION IS
 EA2540'ON A HILL IN THE WOODS, ABOUT 50 METERS FROM THE SHORE LINE AND
 EA2540'IN THE MIDDLE OF A ROAD.  RUINS OF AN OLD HOUSE MENTIONED IN
 EA2540'THE DESCRIPTION COULD NOT BE FOUND.
 EA2540
 EA2540                          STATION RECOVERY (1965)
 EA2540
 EA2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2540'LOST.  THE DESCRIPTIONS NOT ADEQUATE FOR RECOVERY.  A SEARCH
 EA2540'WAS MADE IN THE PLOTTED POSITION BUT NO TRACE OF THE STATION
 EA2540'OR REFERENCE MARK COULD BE FOUND.  IT IS PROBABLY INTACT BUT
 EA2540'COVERED OVER BY VEGETATION AND DIRT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1882 ***********************************************************************
 EY1882  DESIGNATION -  BURROUGHS
 EY1882  PID         -  EY1882
 EY1882  STATE/COUNTY-  NC/PITT
 EY1882  USGS QUAD   -  GREENVILLE NE (1981)
 EY1882
 EY1882                         *CURRENT SURVEY CONTROL
 EY1882  ___________________________________________________________________
 EY1882* NAD 83(2001)-  35 39 35.04228(N)    077 21 47.06444(W)     ADJUSTED  
 EY1882* NAVD 88     -         8.750  (meters)      28.71   (feet)  ADJUSTED  
 EY1882  ___________________________________________________________________
 EY1882  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EY1882  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 EY1882  DYNAMIC HT  -           8.743 (meters)      28.68  (feet)  COMP
 EY1882  MODELED GRAV-     979,784.1   (mgal)                       NAVD 88
 EY1882
 EY1882  HORZ ORDER  -  SECOND
 EY1882  VERT ORDER  -  SECOND    CLASS II
 EY1882
 EY1882.The horizontal coordinates were established by classical geodetic methods
 EY1882.and adjusted by the National Geodetic Survey in August 2005.
 EY1882
 EY1882.The orthometric height was determined by differential leveling
 EY1882.and adjusted in June 1991.
 EY1882
 EY1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1882
 EY1882.The geoid height was determined by GEOID03.
 EY1882
 EY1882.The dynamic height is computed by dividing the NAVD 88
 EY1882.geopotential number by the normal gravity value computed on the
 EY1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1882.degrees latitude (g = 980.6199 gals.).
 EY1882
 EY1882.The modeled gravity was interpolated from observed gravity values.
 EY1882
 EY1882;                    North         East     Units Scale Factor Converg.
 EY1882;SPC NC       -   213,070.959   757,802.112   MT  0.99989787   +0 56 41.2
 EY1882;SPC NC       -   699,050.30  2,486,222.43   sFT  0.99989787   +0 56 41.2
 EY1882;UTM  18      - 3,948,781.481   286,091.073   MT  1.00016389   -1 22 41.2
 EY1882
 EY1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1882!SPC NC       -   1.00000424  x   0.99989787  =   0.99990211
 EY1882!UTM  18      -   1.00000424  x   1.00016389  =   1.00016813
 EY1882
 EY1882                          SUPERSEDED SURVEY CONTROL
 EY1882
 EY1882  NAD 83(1986)-  35 39 35.05261(N)    077 21 47.07885(W) AD(       ) 2
 EY1882  NGVD 29 (10/26/90)    9.11   (m)           29.9    (f) LEVELING    3  
 EY1882
 EY1882.Superseded values are not recommended for survey control.
 EY1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1882.See file dsdata.txt to determine how the superseded data were derived.
 EY1882
 EY1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8609148781(NAD 83)
 EY1882_MARKER: DE = TRAVERSE STATION DISK
 EY1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1882_SP_SET: CONCRETE POST
 EY1882_STAMPING: BURROUGHS 1979
 EY1882_MARK LOGO: NCGS  
 EY1882_PROJECTION: FLUSH
 EY1882_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1882+STABILITY: SURFACE MOTION
 EY1882
 EY1882  HISTORY     - Date     Condition        Report By
 EY1882  HISTORY     - 1979     MONUMENTED       NCGS
 EY1882  HISTORY     - 1980     GOOD             NCGS
 EY1882  HISTORY     - 1986     GOOD             USPSQD
 EY1882  HISTORY     - 19960402 MARK NOT FOUND   NCGS
 EY1882
 EY1882                          STATION DESCRIPTION
 EY1882
 EY1882'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1882'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES NORTH OF GREENVILLE
 EY1882'AND 7.0 MILES SOUTHWEST OF STOKES.
 EY1882'
 EY1882'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 EY1882'OF US 13-NC 11 WITH SR 1590 (WHICH IS A CONNECTOR ROAD TO US 264).
 EY1882'
 EY1882'STATION MARK IS A STANDARD DISK STAMPED---BURROUGHS 1979---SET IN TOP
 EY1882'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE.
 EY1882'THE MARK IS 38.5 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND
 EY1882'LANES OF US 13-NC 11, 60.8 FEET NORTH-NORTHEAST OF CENTERLINE OF SR
 EY1882'1590, 55.2 FEET WEST-NORTHWEST OF WEST RAIL, 87.7 FEET NORTHWEST OF
 EY1882'NORTHERNMOST RAILROAD SIGNAL POST, 29.5 FEET NORTH-NORTHWEST OF POLE
 EY1882'WITH REFERENCE TAG AND 41.8 FEET SOUTHWEST OF TELEPHONE POLE WITH
 EY1882'REFERENCE TAG.
 EY1882
 EY1882                          STATION RECOVERY (1980)
 EY1882
 EY1882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1882'3.8 MI NORTH FROM GREENVILLE.
 EY1882'IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. 13 - N.C. 11
 EY1882'WITH SR 1590 WHICH IS A CONNECTOR ROAD TO U.S. 264, 38.5 FEET
 EY1882'EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND LANES OF U.S. 13
 EY1882'N.C. 11, 60.8 FEET NORTH-NORTHEAST OF CENTERLINE OF SR 1590, 55.2
 EY1882'FEET WEST-NORTHWEST OF WEST RAIL OF RAILROAD, 87.7 FEET NORTHWEST
 EY1882'OF NORTH RAILROAD SIGNAL POST, 29.5 FEET NORTH-NORTHWEST OF SUPPORT
 EY1882'POLE WITH REFERENCE TAG AND 41.8 FEET SOUTHWEST OF TELEPHONE POLE
 EY1882'WITH REFERENCE TAG.
 EY1882'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY1882
 EY1882                          STATION RECOVERY (1986)
 EY1882
 EY1882'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB)
 EY1882'RECOVERED IN GOOD CONDITION.
 EY1882
 EY1882                          STATION RECOVERY (1996)
 EY1882
 EY1882'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 EY1882'AN EDM SEARCH LOCATED CONCRETE REMAINS. MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2857 ***********************************************************************
 FY2857  DESIGNATION -  BURROUGHS
 FY2857  PID         -  FY2857
 FY2857  STATE/COUNTY-  NC/GRANVILLE
 FY2857  USGS QUAD   -  OXFORD (1984)
 FY2857
 FY2857                         *CURRENT SURVEY CONTROL
 FY2857  ___________________________________________________________________
 FY2857* NAD 83(2001)-  36 18 32.90485(N)    078 30 52.35341(W)     ADJUSTED  
 FY2857* NAVD 88     -       145.6    (meters)     478.     (feet)  VERTCON   
 FY2857  ___________________________________________________________________
 FY2857  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 FY2857  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FY2857  HORZ ORDER  -  SECOND
 FY2857
 FY2857.The horizontal coordinates were established by classical geodetic methods
 FY2857.and adjusted by the National Geodetic Survey in August 2005.
 FY2857
 FY2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2857
 FY2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2857
 FY2857.The geoid height was determined by GEOID03.
 FY2857
 FY2857;                    North         East     Units Scale Factor Converg.
 FY2857;SPC NC       -   284,010.029   653,202.076   MT  1.00004288   +0 16 48.7
 FY2857;SPC NC       -   931,789.57  2,143,047.14   sFT  1.00004288   +0 16 48.7
 FY2857;UTM  17      - 4,021,104.578   723,151.920   MT  1.00021359   +1 28 20.5
 FY2857
 FY2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2857!SPC NC       -   0.99998220  x   1.00004288  =   1.00002508
 FY2857!UTM  17      -   0.99998220  x   1.00021359  =   1.00019579
 FY2857
 FY2857:                Primary Azimuth Mark                     Grid Az
 FY2857:SPC NC       -  BLEVINS                                  008 04 29.8
 FY2857:UTM  17      -  BLEVINS                                  006 52 58.0
 FY2857
 FY2857|---------------------------------------------------------------------|
 FY2857| PID    Reference Object                     Distance      Geod. Az  |
 FY2857|                                                           dddmmss.s |
 FY2857| FY2858 BLEVINS                             APPROX. 0.6 KM 0082118.5 |
 FY2857| FY2865 BOYD                                223.756 METERS 21341     |
 FY2857|---------------------------------------------------------------------|
 FY2857
 FY2857                          SUPERSEDED SURVEY CONTROL
 FY2857
 FY2857  NAD 83(1993)-  36 18 32.90917(N)    078 30 52.35448(W) AD(       ) 2
 FY2857  NAD 83(1986)-  36 18 32.90768(N)    078 30 52.36279(W) AD(       ) 2
 FY2857  NAD 27      -  36 18 32.38731(N)    078 30 53.36457(W) AD(       ) 2
 FY2857  NGVD 29 (07/19/86)  145.9    (m)          479.     (f) VERT ANG    3  
 FY2857
 FY2857.Superseded values are not recommended for survey control.
 FY2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2857.See file dsdata.txt to determine how the superseded data were derived.
 FY2857
 FY2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA2315221105(NAD 83)
 FY2857_MARKER: DE = TRAVERSE STATION DISK
 FY2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2857_STAMPING: BURROUGHS 1971
 FY2857_MARK LOGO: NCGS  
 FY2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2857+STABILITY: SURFACE MOTION
 FY2857
 FY2857  HISTORY     - Date     Condition        Report By
 FY2857  HISTORY     - 1971     MONUMENTED       NCGS
 FY2857
 FY2857                          STATION DESCRIPTION
 FY2857
 FY2857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2857'BURROUGHS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2857'THE VICINITY OF OXFORD, NORTH CAROLINA.
 FY2857'
 FY2857'BURROUGHS IS LOCATED APPROXIMATELY 4.1 MILES EAST OF OXFORD AND 6.7
 FY2857'MILES WEST OF HENDERSON.  TO REACH STATION PROCEED FROM THE
 FY2857'INTERSECTION OF US 158 BUSINESS AND SR 1611.  GO SOUTH ALONG SR
 FY2857'1611 FOR 0.45 MILE TO STATION ON LEFT (E. SIDE OF SR 1611).  AND
 FY2857'2.55 MILES NORTH OF SEABOARD COAST LINE RAILROAD CROSSING ON SR 1611.
 FY2857'
 FY2857'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2857'BURROUGHS 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2857'WHICH IS 1 INCH ABOVE THE GROUND.
 FY2857'
 FY2857'MARK IS
 FY2857'46.7 FEET ESE OF C/L OF SR 1611.
 FY2857'17.0 FEET WNW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE.
 FY2857'26.9 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 FY2857'76.4 FEET N OF ALUMINUM REF. TAG ON PP.
 FY2857'25.3 FEET NW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8822 ***********************************************************************
 AF8822  DESIGNATION -  BURRUS
 AF8822  PID         -  AF8822
 AF8822  STATE/COUNTY-  NC/DARE
 AF8822  USGS QUAD   -  HATTERAS (1987)
 AF8822
 AF8822                         *CURRENT SURVEY CONTROL
 AF8822  ___________________________________________________________________
 AF8822* NAD 83(2001)-  35 13 10.31866(N)    075 41 25.51112(W)     ADJUSTED  
 AF8822* NAVD 88     -         0.9    (meters)       3.     (feet)  VERT ANG  
 AF8822  ___________________________________________________________________
 AF8822  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AF8822  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 AF8822  HORZ ORDER  -  SECOND
 AF8822
 AF8822.The horizontal coordinates were established by classical geodetic methods
 AF8822.and adjusted by the National Geodetic Survey in August 2005.
 AF8822
 AF8822.The orthometric height was determined by vertical angle observations.
 AF8822
 AF8822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8822
 AF8822.The geoid height was determined by GEOID03.
 AF8822
 AF8822;                    North         East     Units Scale Factor Converg.
 AF8822;SPC NC       -   168,036.886   910,823.449   MT  0.99987275   +1 54 36.7
 AF8822;SPC NC       -   551,301.02  2,988,259.93   sFT  0.99987275   +1 54 36.7
 AF8822;UTM  18      - 3,897,607.212   437,166.271   MT  0.99964865   -0 23 53.5
 AF8822
 AF8822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8822!SPC NC       -   1.00000593  x   0.99987275  =   0.99987868
 AF8822!UTM  18      -   1.00000593  x   0.99964865  =   0.99965458
 AF8822
 AF8822:                Primary Azimuth Mark                     Grid Az
 AF8822:SPC NC       -  A 193                                    131 34 13.9
 AF8822:UTM  18      -  A 193                                    133 52 44.1
 AF8822
 AF8822|---------------------------------------------------------------------|
 AF8822| PID    Reference Object                     Distance      Geod. Az  |
 AF8822|                                                           dddmmss.s |
 AF8822| EX0260 A 193                               467.680 METERS 1332850.6 |
 AF8822| AF8823 HATTERAS UNITED METH CH SPIRE       114.002 METERS 15933     |
 AF8822|---------------------------------------------------------------------|
 AF8822
 AF8822                          SUPERSEDED SURVEY CONTROL
 AF8822
 AF8822  NAD 83(1986)-  35 13 10.33179(N)    075 41 25.51561(W) AD(       ) 2
 AF8822
 AF8822.Superseded values are not recommended for survey control.
 AF8822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8822.See file dsdata.txt to determine how the superseded data were derived.
 AF8822
 AF8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3716697607(NAD 83)
 AF8822_MARKER: DE = TRAVERSE STATION DISK
 AF8822_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8822_SP_SET: TRAFFIC ISLAND
 AF8822_STAMPING: BURRUS 1985
 AF8822_MARK LOGO: NCGS  
 AF8822_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8822+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 AF8822
 AF8822  HISTORY     - Date     Condition        Report By
 AF8822  HISTORY     - 1985     MONUMENTED       NCGS
 AF8822  HISTORY     - 20000620 GOOD             NCDOT
 AF8822  HISTORY     - 20021217 GOOD             USPSQD
 AF8822  HISTORY     - 20071006 GOOD             GEOCAC
 AF8822
 AF8822                          STATION DESCRIPTION
 AF8822
 AF8822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8822'STATION IS LOCATED IN THE HATTERAS COMMUNITY. ALONG NC 12 FOR 0.2 KM
 AF8822'(0.10 MI) NORTHWEST FROM THE SLASH CREEK BRIDGE, AT SR 1237, IN THE
 AF8822'TRAFFIC ISLAND. MARK IS 1/2 FOOT HIGHER THAN THE HIGHWAY AND IS FLUSH
 AF8822'WITH THE CONCRETE.  LOCATED 2.6 M (8.5 FT) SOUTHWEST OF THE NORTHMOST
 AF8822'CORNER OF THE ISLAND, 0.8 M (2.6 FT) NORTHWEST OF THE EASTMOST CORNER,
 AF8822'10.3 M (33.8 FT) NORTHEAST OF THE SOUTHMOST CORNER, AND 12.3 M (40.4
 AF8822'FT) NORTH-NORTHWEST OF A FLAGPOLE.
 AF8822
 AF8822                          STATION RECOVERY (2000)
 AF8822
 AF8822'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8822'RECOVERED AS DESCRIBED.
 AF8822
 AF8822                          STATION RECOVERY (2002)
 AF8822
 AF8822'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 AF8822'RECOVERED IN GOOD CONDITION.
 AF8822
 AF8822                          STATION RECOVERY (2007)
 AF8822
 AF8822'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 AF8822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DI3753 ***********************************************************************
 DI3753  DESIGNATION -  BURSTING ROCK
 DI3753  PID         -  DI3753
 DI3753  STATE/COUNTY-  NC/TRANSYLVANIA
 DI3753  USGS QUAD   -  TABLE ROCK (1978)
 DI3753
 DI3753                         *CURRENT SURVEY CONTROL
 DI3753  ___________________________________________________________________
 DI3753* NAD 83(2007)-  35 05 37.84647(N)    082 42 47.57890(W)     ADJUSTED  
 DI3753* NAVD 88     -              **(meters)            **(feet)            
 DI3753  ___________________________________________________________________
 DI3753  EPOCH DATE  -        2002.00
 DI3753  X           -     662,743.015 (meters)                     COMP
 DI3753  Y           -  -5,183,004.247 (meters)                     COMP
 DI3753  Z           -   3,646,921.997 (meters)                     COMP
 DI3753  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 DI3753  ELLIP HEIGHT-         924.364 (meters)          (07/11/08) ADJUSTED
 DI3753  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 DI3753  HORZ ORDER  -  FIRST
 DI3753  ELLP ORDER  -  FOURTH    CLASS II
 DI3753
 DI3753.The horizontal coordinates were established by GPS observations
 DI3753.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in July 2008.
 DI3753
 DI3753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI3753.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI3753.The horizontal coordinates are valid at the epoch date displayed above.
 DI3753.The epoch date for horizontal control is a decimal equivalence
 DI3753.of Year/Month/Day.
 DI3753
 DI3753
 DI3753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3753
 DI3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3753
 DI3753.The ellipsoidal height was determined by GPS observations
 DI3753.and is referenced to NAD 83.
 DI3753
 DI3753.The geoid height was determined by GEOID03.
 DI3753
 DI3753;                    North         East     Units Scale Factor Converg.
 DI3753;SPC NC       -   155,403.712   271,136.763   MT  0.99987637   -2 08 35.4
 DI3753;SPC NC       -   509,853.68    889,554.53   sFT  0.99987637   -2 08 35.4
 DI3753;UTM  17      - 3,884,792.853   343,836.918   MT  0.99990056   -0 59 06.6
 DI3753
 DI3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3753!SPC NC       -   0.99985493  x   0.99987637  =   0.99973132
 DI3753!UTM  17      -   0.99985493  x   0.99990056  =   0.99975550
 DI3753
 DI3753                          SUPERSEDED SURVEY CONTROL
 DI3753
 DI3753  NAD 83(1986)-  35 05 37.85259(N)    082 42 47.57653(W) AD(       ) 1
 DI3753  NAD 83(2001)-  35 05 37.84622(N)    082 42 47.57919(W) AD(       ) 1
 DI3753  ELLIP H (02/05/05)  924.381  (m)                       GP(       ) 4 2
 DI3753
 DI3753.Superseded values are not recommended for survey control.
 DI3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3753.See file dsdata.txt to determine how the superseded data were derived.
 DI3753
 DI3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU4383784793(NAD 83)
 DI3753_MARKER: DH = HORIZONTAL CONTROL DISK
 DI3753_SETTING: 66 = SET IN ROCK OUTCROP
 DI3753_STAMPING: BURSTING ROCK 2001
 DI3753_MARK LOGO: NCGS  
 DI3753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3753+STABILITY: POSITION/ELEVATION WELL
 DI3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3753+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI3753
 DI3753  HISTORY     - Date     Condition        Report By
 DI3753  HISTORY     - 2001     MONUMENTED       NCGS
 DI3753
 DI3753                          STATION DESCRIPTION
 DI3753
 DI3753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 DI3753'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTHEAST OF EAST FORK AND
 DI3753'9.7 MI (15.6 KM) SOUTH OF BREVARD, ABOUT 300-METERS NORTHEAST OF THE
 DI3753'APEX OF BURSTED ROCK MOUNTAIN NEAR THE NORTH CAROLINA/SOUTH CAROLINA
 DI3753'STATE LINE. FOR ACCESS CONTACT OWNER-CHARLES TAYLOR,231 CANNON HOUSE
 DI3753'OFFICE BUILDING, WASHINGTON DC 20515. PROCEED ALONG US 276 FOR 5.2 MI
 DI3753'(8.4 KM) NORTHWEST FROM THE NC/SC STATE LINE, THENCE SOUTH FOR 1.4 MI
 DI3753'(2.3 KM) ALONG SR 1107-EAST FORK ROAD, THENCE SOUTHEAST FOR 1.1 MI
 DI3753'(1.8 KM) ALONG SR 1102-HAPPY ACRES ROAD TO THE END OF STATE
 DI3753'MAINTENANCE, CONTINUE SOUTHEAST FOR 0.6 MI (1.0 KM) TO A FORK, TAKE
 DI3753'THE RIGHT FORK STRAIGHT AHEAD AND GO SOUTH FOR 0.4 MI (0.6 KM) TO A
 DI3753'--T-- INTERSECTION AND A SIGN FOR THE WATSON COOPER HERITAGE PRESERVE,
 DI3753'CONTINUE SOUTH FOR 1.4 MI (2.3 KM) ALONG THE DIRT ROAD TO GUM GAP. ATV
 DI3753'OR FOUR WHEEL DRIVE NEEDED FROM THIS POINT. CONTINUE SOUTHWEST FOR 0.5
 DI3753'MI (0.8 KM) TO A RED LOCKED GATE. PASS THROUGH THE GATE AND PROCEED
 DI3753'WESTERLY FOR 1.2 MI (1.9 KM) ALONG THE WINDING ROAD TO A ROAD FORK
 DI3753'SWITCHING BACK HARD TO THE RIGHT. CONTINUE STRAIGHT AHEAD SOUTHWEST
 DI3753'FOR 0.7 MI (1.1 KM) ALONG THE DIRT ROAD. THENCE HIKE ALONG THE FOOT
 DI3753'PATH SOUTHWEST FOR APPROXIMATELY 400-METERS FOLLOWING THE RIDGE LINE
 DI3753'TOWARDS BURSTED ROCK MOUNTAIN TO A LARGE EXPOSED ROCK OUTCROP ON THE
 DI3753'SOUTH FACE OF THE RIDGE LINE. MARK IS ABOUT 20-FEET LOWER THAN THE
 DI3753'HIKING TRAIL AND FLUSH WITH THE GROUND. LOCATED 125.0 FT (38.1 M)
 DI3753'SOUTH OF THE HIKING TRAIL--AND 22.0 FT (6.7 M) SOUTH-SOUTHWEST OF A
 DI3753'8-INCH PINE, 45.0 FT (13.7 M) SOUTHEAST OF A 18-INCH PINE, 45.0 FT
 DI3753'(13.7 M) NORTHEAST OF A 10-INCH TWIN SOUR WOOD--ALL THREE WITH
 DI3753'REFERENCE WASHERS AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1878 ***********************************************************************
 FY1878  DESIGNATION -  BURTON
 FY1878  PID         -  FY1878
 FY1878  STATE/COUNTY-  NC/PERSON
 FY1878  USGS QUAD   -  ROUGEMONT (1987)
 FY1878
 FY1878                         *CURRENT SURVEY CONTROL
 FY1878  ___________________________________________________________________
 FY1878* NAD 83(2001)-  36 14 26.68550(N)    078 55 59.05882(W)     ADJUSTED  
 FY1878* NAVD 88     -       163.587  (meters)     536.70   (feet)  ADJUSTED  
 FY1878  ___________________________________________________________________
 FY1878  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FY1878  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FY1878  DYNAMIC HT  -         163.456 (meters)     536.27  (feet)  COMP
 FY1878  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 FY1878
 FY1878  HORZ ORDER  -  SECOND
 FY1878  VERT ORDER  -  SECOND    CLASS I
 FY1878
 FY1878.The horizontal coordinates were established by classical geodetic methods
 FY1878.and adjusted by the National Geodetic Survey in August 2005.
 FY1878
 FY1878.The orthometric height was determined by differential leveling
 FY1878.and adjusted in June 1991.
 FY1878
 FY1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1878
 FY1878.The geoid height was determined by GEOID03.
 FY1878
 FY1878.The dynamic height is computed by dividing the NAVD 88
 FY1878.geopotential number by the normal gravity value computed on the
 FY1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1878.degrees latitude (g = 980.6199 gals.).
 FY1878
 FY1878.The modeled gravity was interpolated from observed gravity values.
 FY1878
 FY1878;                    North         East     Units Scale Factor Converg.
 FY1878;SPC NC       -   276,315.895   615,617.439   MT  1.00002152   +0 02 19.1
 FY1878;SPC NC       -   906,546.40  2,019,738.21   sFT  1.00002152   +0 02 19.1
 FY1878;UTM  17      - 4,012,632.251   685,731.705   MT  1.00002505   +1 13 20.2
 FY1878
 FY1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1878!SPC NC       -   0.99997918  x   1.00002152  =   1.00000070
 FY1878!UTM  17      -   0.99997918  x   1.00002505  =   1.00000423
 FY1878
 FY1878:                Primary Azimuth Mark                     Grid Az
 FY1878:SPC NC       -  MARVIN                                   169 03 35.2
 FY1878:UTM  17      -  MARVIN                                   167 52 34.1
 FY1878
 FY1878|---------------------------------------------------------------------|
 FY1878| PID    Reference Object                     Distance      Geod. Az  |
 FY1878|                                                           dddmmss.s |
 FY1878| FY1879 MARVIN                              418.910 METERS 1690554.3 |
 FY1878|---------------------------------------------------------------------|
 FY1878
 FY1878                          SUPERSEDED SURVEY CONTROL
 FY1878
 FY1878  NAD 83(1993)-  36 14 26.68551(N)    078 55 59.06615(W) AD(       ) 2
 FY1878  NAD 83(1986)-  36 14 26.68671(N)    078 55 59.06908(W) AD(       ) 2
 FY1878  NAD 27      -  36 14 26.17761(N)    078 56 00.04323(W) AD(       ) 2
 FY1878  NGVD 29 (03/05/92)  163.830  (m)          537.50   (f) ADJUSTED    2 1
 FY1878
 FY1878.Superseded values are not recommended for survey control.
 FY1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1878.See file dsdata.txt to determine how the superseded data were derived.
 FY1878
 FY1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8573212632(NAD 83)
 FY1878_MARKER: DE = TRAVERSE STATION DISK
 FY1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY1878_SP_SET: CONCRETE POST
 FY1878_STAMPING: BURTON 1976
 FY1878_MARK LOGO: NCGS  
 FY1878_PROJECTION: FLUSH
 FY1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY1878+STABILITY: SURFACE MOTION
 FY1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY1878+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 FY1878
 FY1878  HISTORY     - Date     Condition        Report By
 FY1878  HISTORY     - 1976     MONUMENTED       NCGS
 FY1878  HISTORY     - 1977     GOOD             NCGS
 FY1878  HISTORY     - 1981     GOOD             NCGS
 FY1878  HISTORY     - 1985     GOOD             USPSQD
 FY1878  HISTORY     - 1985     GOOD             USPSQD
 FY1878  HISTORY     - 1987     GOOD             USPSQD
 FY1878  HISTORY     - 20061101 GOOD             GEOCAC
 FY1878
 FY1878                          STATION DESCRIPTION
 FY1878
 FY1878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY1878'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH-NORTHWEST OF
 FY1878'ROUGEMONT AND 3.3 MILES SOUTH-SOUTHEAST OF TIMBERLAKE.
 FY1878'
 FY1878'TO REACH THE STATION FROM THE INTERSECTION OF US 501 WITH NC 57 NORTH
 FY1878'OF ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 0.5 MILE TO STATION
 FY1878'ON THE LEFT, IN THE YARD OF A WHITE FRAME HOUSE AND 0.15 MILE NORTH OF
 FY1878'T INTERSECTION WITH SR 1127 (COUNTY LINE ROAD).
 FY1878'
 FY1878'STATION MARK IS A STANDARD DISK STAMPED---BURTON 1976--- SET IN THE
 FY1878'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 FY1878'THE MARK IS 59.5 FEET EAST-NORTHEAST OF CENTERLINE OF NORTHBOUND LANE
 FY1878'OF US 501, 118.2 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 72.1
 FY1878'FEET NORTH OF SERVICE POLE WITH REFERENCE TAG, 11.0 FEET WEST-
 FY1878'NORTHWEST OF 36 INCH OAK WITH REFERENCE TAG, 9.6 FEET SOUTHEAST OF 20
 FY1878'INCH OAK WITH REFERENCE TAG AND 33.7 FEET NORTH-NORTHWEST OF 24 INCH
 FY1878'OAK WITH REFERENCE TAG.
 FY1878
 FY1878                          STATION RECOVERY (1977)
 FY1878
 FY1878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 FY1878'1.5 MI NNW FROM ROUGEMONT.
 FY1878'STATION IS LOCATED APPROXIMATELY 3.3 MILES SOUTH SOUTHEAST OF
 FY1878'TIMBERLAKE. TO REACH STATION FROM INTERSECTION OF US 501 WITH NC 57
 FY1878'NORTH OF ROUGEMONT, PROCEED SOUTHERLY ALONG US 501 FOR 0.5 MILE TO
 FY1878'STATION ON LEFT, IN THE YARD OF A WHITE FRAME HOUSE, AND 0.15 MILE
 FY1878'NORTH OF T INTERSECTION WITH SR 1127 COUNTY LINE ROAD, 59.5 FT. EAST
 FY1878'NORTHEAST OF CENTERLINE OF US 501 NORTH BOUND LANE, 118.2 FT.
 FY1878'NORTHWEST OF NORTHWEST CORNER OF HOUSE, 72.1 FT. NORTH OF SERVICE POLE
 FY1878'WITH ALUMINUM REF. TAG, 11.0 FT. WEST NORTHWEST OF 36 INCH OAK WITH
 FY1878'ALUMINUM REF. TAG, 9.6 FT. SOUTHEAST OF 20 INCH OAK WITH ALUMINUM REF.
 FY1878'TAG AND 33.7 FT. NORTH NORTHWEST OF 24 INCH OAK WITH ALUMINUM REF.
 FY1878'TAG.
 FY1878
 FY1878                          STATION RECOVERY (1981)
 FY1878
 FY1878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY1878'RECOVERED IN GOOD CONDITION.
 FY1878
 FY1878                          STATION RECOVERY (1985)
 FY1878
 FY1878'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC)
 FY1878'RECOVERED IN GOOD CONDITION.
 FY1878
 FY1878                          STATION RECOVERY (1985)
 FY1878
 FY1878'RECOVERY NOTE BY US POWER SQUADRON 1985 (MCB)
 FY1878'RECOVERED IN GOOD CONDITION.
 FY1878
 FY1878                          STATION RECOVERY (1987)
 FY1878
 FY1878'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY1878'RECOVERED IN GOOD CONDITION.
 FY1878
 FY1878                          STATION RECOVERY (2006)
 FY1878
 FY1878'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 FY1878'ADD THAT MONUMENT IS NEAR THE SOUTHWEST PROPERTY CORNER OF A MODULAR
 FY1878'HOME,  HOUSE NUMBER 11459.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1584 ***********************************************************************
 FA1584  DESIGNATION -  BURTON
 FA1584  PID         -  FA1584
 FA1584  STATE/COUNTY-  NC/GUILFORD
 FA1584  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1584
 FA1584                         *CURRENT SURVEY CONTROL
 FA1584  ___________________________________________________________________
 FA1584* NAD 83(2001)-  35 56 20.79486(N)    080 02 36.02678(W)     ADJUSTED  
 FA1584* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 FA1584  ___________________________________________________________________
 FA1584  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 FA1584  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 FA1584  HORZ ORDER  -  SECOND
 FA1584
 FA1584.The horizontal coordinates were established by classical geodetic methods
 FA1584.and adjusted by the National Geodetic Survey in August 2005.
 FA1584
 FA1584.The orthometric height was scaled from a topographic map.
 FA1584
 FA1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1584
 FA1584.The geoid height was determined by GEOID03.
 FA1584
 FA1584;                    North         East     Units Scale Factor Converg.
 FA1584;SPC NC       -   243,339.449   515,464.470   MT  0.99994443   -0 36 07.9
 FA1584;SPC NC       -   798,356.18  1,691,153.02   sFT  0.99994443   -0 36 07.9
 FA1584;UTM  17      - 3,977,617.692   586,288.913   MT  0.99969175   +0 33 41.5
 FA1584
 FA1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1584!SPC NC       -   0.99996317  x   0.99994443  =   0.99990761
 FA1584!UTM  17      -   0.99996317  x   0.99969175  =   0.99965494
 FA1584
 FA1584:                Primary Azimuth Mark                     Grid Az
 FA1584:SPC NC       -  HIGH POINT E MUNICIPAL TANK              039 53 38.8
 FA1584:UTM  17      -  HIGH POINT E MUNICIPAL TANK              038 43 49.4
 FA1584
 FA1584|---------------------------------------------------------------------|
 FA1584| PID    Reference Object                     Distance      Geod. Az  |
 FA1584|                                                           dddmmss.s |
 FA1584| FA1614 HIGH POINT E MUNICIPAL TANK         APPROX. 5.1 KM 0391730.9 |
 FA1584| FA0093 HIGH                                APPROX. 1.6 KM 0901536.8 |
 FA1584| FA4146 BURTON RM 1                          23.565 METERS 16950     |
 FA1584| FA4145 BURTON AZ MK                                       1762311.9 |
 FA1584| AH6011 MISSIONARY                          269.897 METERS 26035     |
 FA1584| FA1600 FAN MARKER HIGH POINT               119.929 METERS 26245     |
 FA1584| FA4147 BURTON RM 2                          23.821 METERS 26720     |
 FA1584|---------------------------------------------------------------------|
 FA1584
 FA1584                          SUPERSEDED SURVEY CONTROL
 FA1584
 FA1584  NAD 83(1986)-  35 56 20.80209(N)    080 02 36.03414(W) AD(       ) 2
 FA1584  NAD 83(1986)-  35 56 20.80111(N)    080 02 36.03788(W) AD(       ) 2
 FA1584  NAD 27      -  35 56 20.30700(N)    080 02 36.88800(W) AD(       ) 2
 FA1584
 FA1584.Superseded values are not recommended for survey control.
 FA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1584.See file dsdata.txt to determine how the superseded data were derived.
 FA1584
 FA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8628977618(NAD 83)
 FA1584_MARKER: DS = TRIANGULATION STATION DISK
 FA1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1584_STAMPING: BURTON 1954
 FA1584_MARK LOGO: CGS   
 FA1584_PROJECTION: FLUSH
 FA1584_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1584+STABILITY: SURFACE MOTION
 FA1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1584+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1994
 FA1584
 FA1584  HISTORY     - Date     Condition        Report By
 FA1584  HISTORY     - 1954     MONUMENTED       CGS
 FA1584  HISTORY     - 1961     GOOD             CGS
 FA1584  HISTORY     - 19940425 GOOD             NCGS
 FA1584
 FA1584                          STATION DESCRIPTION
 FA1584
 FA1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FA1584'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF BURTON AND
 FA1584'DOROTHY STREETS IN HIGH POINT.  IT IS 53 FEET SOUTHWEST OF THE
 FA1584'CENTER OF THE INTERSECTION OF BURTON AND DOROTHY STREETS, 35
 FA1584'FEET WEST OF THE CENTER OF DOROTHY STREET, 30 FEET SOUTH OF THE
 FA1584'CENTER OF BURTON STREET, 28 FEET NORTHWEST OF A POWER LINE POLE
 FA1584'AND 17 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH
 FA1584'AND THE DISK IS STAMPED BURTON 1954.
 FA1584'
 FA1584'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF DOROTHY
 FA1584'STREET AND 9 FEET SOUTHEAST OF AN OAK TREE.  THE MARK IS FLUSH
 FA1584'AND THE DISK IS STAMPED BURTON NO 1 1954.
 FA1584'
 FA1584'REFERENCE MARK NO. 2 IS 49 FEET EAST OF THE CENTER OF A
 FA1584'DRIVEWAY AND 28 FEET SOUTH OF THE CENTER OF BURTON STREET.  THE
 FA1584'MARK IS FLUSH AND THE DISK IS STAMPED BURTON NO 2 1954.
 FA1584'
 FA1584'THE AZIMUTH MARK IS 28 FEET EAST OF DOROTHY STREET, 25 FEET
 FA1584'SOUTH OF THE CENTER OF A DRIVEWAY AND 1.5 FEET NORTHWEST OF A
 FA1584'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 FA1584'BURTON 1954.
 FA1584'
 FA1584'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON DOROTHY
 FA1584'STREET FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 FA1584'
 FA1584'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA1584
 FA1584                          STATION RECOVERY (1961)
 FA1584
 FA1584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LJP)
 FA1584'DESCRIPTION OF STATION IS GOOD.
 FA1584'
 FA1584'DUE TO THE DIRECT LOCATION OF THE STATION NO ATTEMPT WAS MADE
 FA1584'TO FIND THE REFERENCE MARKS, HOWEVER, ONE REFERENCE MARK, THE
 FA1584'ONE SOUTH OF THE STATION, WAS ACCIDENTLY FOUND IN NORMAL COURSE
 FA1584'OF WORK.  IT SEEMED TO BE IN FAIR CONDITION BUT COULD WELL BE
 FA1584'DISTURBED IN THE NEAR FUTURE BY NORMAL UPKEEP OF ROADS BY THE
 FA1584'HIGHWAY DEPARTMENT.
 FA1584'
 FA1584'AZIMUTH MARK AND STATION ARE NO LONGER INTERVISIBLE BECAUSE OF
 FA1584'A POWER POLE ON LINE.
 FA1584
 FA1584                          STATION RECOVERY (1994)
 FA1584
 FA1584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA1584'RECOVERED AS DESCRIBED.  REFERENCE MARK NO 1 WAS FOUND WITH DISK
 FA1584'MISSING--STEM OF DISK IN MARK. REFERENCE MARK NO 2 WAS FOUND IN GOOD
 FA1584'CONDITION.  LOCATED 43.0 FT (13.1 M) EAST OF THE CENTERLINE OF
 FA1584'DRIVEWAY. BURTON AZ MK WAS NOT FOUND, MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4160 ***********************************************************************
 FY4160  DESIGNATION -  BURTON
 FY4160  PID         -  FY4160
 FY4160  STATE/COUNTY-  NC/ROCKINGHAM
 FY4160  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY4160
 FY4160                         *CURRENT SURVEY CONTROL
 FY4160  ___________________________________________________________________
 FY4160* NAD 83(2001)-  36 24 03.73409(N)    079 37 42.41269(W)     ADJUSTED  
 FY4160* NAVD 88     -       246.704  (meters)     809.39   (feet)  ADJUSTED  
 FY4160  ___________________________________________________________________
 FY4160  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 FY4160  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY4160  DYNAMIC HT  -         246.493 (meters)     808.70  (feet)  COMP
 FY4160  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 FY4160
 FY4160  HORZ ORDER  -  SECOND
 FY4160  VERT ORDER  -  SECOND    CLASS II
 FY4160
 FY4160.The horizontal coordinates were established by classical geodetic methods
 FY4160.and adjusted by the National Geodetic Survey in August 2005.
 FY4160
 FY4160.The orthometric height was determined by differential leveling
 FY4160.and adjusted in August 2000.
 FY4160
 FY4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4160
 FY4160.The geoid height was determined by GEOID03.
 FY4160
 FY4160.The dynamic height is computed by dividing the NAVD 88
 FY4160.geopotential number by the normal gravity value computed on the
 FY4160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY4160.degrees latitude (g = 980.6199 gals.).
 FY4160
 FY4160.The modeled gravity was interpolated from observed gravity values.
 FY4160
 FY4160;                    North         East     Units Scale Factor Converg.
 FY4160;SPC NC       -   294,279.877   553,222.524   MT  1.00007385   -0 21 45.8
 FY4160;SPC NC       -   965,483.23  1,815,030.90   sFT  1.00007385   -0 21 45.8
 FY4160;UTM  17      - 4,029,304.508   622,989.331   MT  0.99978637   +0 48 50.5
 FY4160
 FY4160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4160!SPC NC       -   0.99996630  x   1.00007385  =   1.00004015
 FY4160!UTM  17      -   0.99996630  x   0.99978637  =   0.99975268
 FY4160
 FY4160                          SUPERSEDED SURVEY CONTROL
 FY4160
 FY4160  NAD 83(1993)-  36 24 03.73686(N)    079 37 42.41569(W) AD(       ) 2
 FY4160  NAD 83(1986)-  36 24 03.73984(N)    079 37 42.42045(W) AD(       ) 2
 FY4160  NGVD 29 (01/17/91)  247.0    (m)          810.     (f) VERT ANG    3  
 FY4160
 FY4160.Superseded values are not recommended for survey control.
 FY4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4160.See file dsdata.txt to determine how the superseded data were derived.
 FY4160
 FY4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2298929305(NAD 83)
 FY4160_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4160_STAMPING: BURTON 1978
 FY4160_MARK LOGO: NCGS  
 FY4160_PROJECTION: FLUSH
 FY4160_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4160+STABILITY: SURFACE MOTION
 FY4160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FY4160+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 FY4160
 FY4160  HISTORY     - Date     Condition        Report By
 FY4160  HISTORY     - 1978     MONUMENTED       NCGS
 FY4160  HISTORY     - 19951009 GOOD             NCGS
 FY4160  HISTORY     - 19951009 GOOD             NCGS
 FY4160  HISTORY     - 19960923 GOOD             NCGS
 FY4160  HISTORY     - 20040427 GOOD             USPSQD
 FY4160
 FY4160                          STATION DESCRIPTION
 FY4160
 FY4160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4160'THE STATION IS LOCATED APPROXIMATELY 0.7 MILES SOUTHWEST OF SADLER AND
 FY4160'3.4 MILES NORTHEAST OF REIDSVILLE.
 FY4160'
 FY4160'TO REACH THE STATION FROM THE INTERSECTION OF US 29 BUSINESS WITH
 FY4160'SR 2671 (MADISON STREET), NORTHEAST OF REIDSVILLE, PROCEED NORTHEAST
 FY4160'ALONG US 29 BUSINESS FOR 1.9 MILES TO STATION IN LEFT ROAD SHOULDER,
 FY4160'APPROXIMATELY 100 FEET SOUTHEAST OF MRS. W. BURTONS BRICK HOUSE AND
 FY4160'0.1 MILE SOUTHWEST OF SR 1914.
 FY4160'
 FY4160'STATION MARK IS A STANDARD DISK STAMPED---BURTON 1978---, SET IN THE
 FY4160'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 3 INCHES BELOW THE GROUND
 FY4160'SURFACE.  THE MARK IS 24.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 FY4160'US 29 BUSINESS, 99.2 FEET EAST-NORTHEAST OF 24 INCH MAPLE, 30.6 FEET
 FY4160'SOUTHEAST OF 12 INCH CEDAR WITH REFERENCE TAG, 120.9 FEET
 FY4160'WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND WITH REFERENCE
 FY4160'TAG, 43.5 FEET SOUTH-SOUTHEAST OF A 3 INCH WALNUT AND 70.4 FEET
 FY4160'WEST-NORTHWEST OF ROAD SIGN POST WITH REFERENCE TAG.
 FY4160
 FY4160                          STATION RECOVERY (1995)
 FY4160
 FY4160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY4160'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) SOUTHWEST OF SADLER AND 3.4
 FY4160'MI (5.5 KM) NORTHEAST OF REIDSVILLE.  ALONG US 29 BUSINESS FOR 1.9 MI
 FY4160'(3.1 KM) NORTHEAST FROM SR 2671 (MADISON STREET), NORTHEAST OF
 FY4160'REIDSVILLE, IN ROAD SHOULDER ABOUT 100 FEET (30.5 M) SOUTHEAST OF MRS.
 FY4160'W. BURTONS BRICK HOUSE, OR 0.1 MI (0.2 KM) SOUTHWEST OF SR 1914
 FY4160'(OREGON HILL ROAD).  MARK IS RECESSED 3-INCHES BELOW THE GROUND.
 FY4160'LOCATED 24.0 FT (7.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF US 29
 FY4160'BUSINESS, 43.5 FT (13.3 M) SOUTH-SOUTHEAST OF A 12-INCH PECAN, 87.0 FT
 FY4160'(26.5 M) EAST OF A 12-INCH CEDAR, --AND 31.6 FT (9.6 M) SOUTHEAST OF A
 FY4160'16-INCH CEDAR, 120.9 FT (36.9 M) WEST-SOUTHWEST OF A POWER POLE WITH A
 FY4160'TRANSFORMER, 70.4 FT (21.5 M) WEST-NORTHWEST OF A ROAD SIGN POST-- ALL
 FY4160'THREE WITH REFERENCE TAGS.
 FY4160
 FY4160                          STATION RECOVERY (1995)
 FY4160
 FY4160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY4160'STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) SOUTHWEST OF SADLER AND 3.4
 FY4160'MI (5.5 KM) NORTHEAST OF REIDSVILLE.
 FY4160'ALONG US 29 BUSINESS FOR 1.9 MI (3.1 KM) NORTHEAST FROM SR 2671
 FY4160'(MADISON STREET), NORTHEAST OF REIDSVILLE, IN ROAD SHOULDER ABOUT
 FY4160'100-FEET SOUTHEAST OF MRS. W. BURTONS BRICK HOUSE, OR 0.1 MI (0.2 KM)
 FY4160'SOUTHWEST OF SR 1914 (OREGON HILL ROAD).
 FY4160'MARK IS RECESSED 3-INCHES BELOW THE GROUND. LOCATED 24.0 FT (7.3 M)
 FY4160'NORTH-NORTHWEST OF THE CENTERLINE OF US 29 BUSINESS, 43.5 FT (13.3 M)
 FY4160'SOUTH-SOUTHEAST OF A 12-INCH PECAN, 87.0 FT (26.5 M) EAST OF A 12-INCH
 FY4160'CEDAR --AND 31.6 FT (9.6 M) SOUTHEAST OF A 16-INCH CEDAR, 120.9 FT
 FY4160'(36.9 M) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 70.4 FT
 FY4160'(21.5 M) WEST-NORTHWEST OF A ROAD SIGN POST--ALL THREE WITH REFERENCE
 FY4160'TAGS.
 FY4160
 FY4160                          STATION RECOVERY (1996)
 FY4160
 FY4160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY4160'RECOVERED AS DESCRIBED IN 1995.
 FY4160
 FY4160                          STATION RECOVERY (2004)
 FY4160
 FY4160'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4160'CONCRETE CYLINDER IS VISIBLE FROM THE SURFACE AND THERE ARE NO REF
 FY4160'TAGS ON THE PECAN OR CEDAR TREES NOR THE POWER POLE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6463 ***********************************************************************
 EZ6463  DESIGNATION -  BURTON
 EZ6463  PID         -  EZ6463
 EZ6463  STATE/COUNTY-  NC/DURHAM
 EZ6463  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ6463
 EZ6463                         *CURRENT SURVEY CONTROL
 EZ6463  ___________________________________________________________________
 EZ6463* NAD 83(2001)-  35 58 00.69596(N)    078 52 00.22995(W)     ADJUSTED  
 EZ6463* NAVD 88     -       125.3    (meters)     411.     (feet)  VERTCON   
 EZ6463  ___________________________________________________________________
 EZ6463  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 EZ6463  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 EZ6463  HORZ ORDER  -  SECOND
 EZ6463
 EZ6463.The horizontal coordinates were established by classical geodetic methods
 EZ6463.and adjusted by the National Geodetic Survey in August 2005.
 EZ6463
 EZ6463.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6463
 EZ6463.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6463
 EZ6463.The geoid height was determined by GEOID03.
 EZ6463
 EZ6463;                    North         East     Units Scale Factor Converg.
 EZ6463;SPC NC       -   245,931.779   621,621.711   MT  0.99995036   +0 04 36.9
 EZ6463;SPC NC       -   806,861.18  2,039,437.23   sFT  0.99995036   +0 04 36.9
 EZ6463;UTM  17      - 3,982,376.527   692,360.819   MT  1.00005596   +1 15 11.8
 EZ6463
 EZ6463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6463!SPC NC       -   0.99998528  x   0.99995036  =   0.99993564
 EZ6463!UTM  17      -   0.99998528  x   1.00005596  =   1.00004124
 EZ6463
 EZ6463:                Primary Azimuth Mark                     Grid Az
 EZ6463:SPC NC       -  DURHAM CABLEVISION MAST                  217 24 35.5
 EZ6463:UTM  17      -  DURHAM CABLEVISION MAST                  216 14 00.6
 EZ6463
 EZ6463|---------------------------------------------------------------------|
 EZ6463| PID    Reference Object                     Distance      Geod. Az  |
 EZ6463|                                                           dddmmss.s |
 EZ6463| EZ6465 DURHAM CABLEVISION MAST             APPROX. 0.7 KM 2172912.4 |
 EZ6463| EZ6464 DURHAM BURTON MOTOR LINES MAST      168.139 METERS 25016     |
 EZ6463| EZ6461 BEER                                357.037 METERS 33403     |
 EZ6463|---------------------------------------------------------------------|
 EZ6463
 EZ6463                          SUPERSEDED SURVEY CONTROL
 EZ6463
 EZ6463  NAD 83(1986)-  35 58 00.69982(N)    078 52 00.23557(W) AD(       ) 2
 EZ6463  NGVD 29 (03/03/92)  125.6    (m)          412.     (f) VERT ANG    3  
 EZ6463
 EZ6463.Superseded values are not recommended for survey control.
 EZ6463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6463.See file dsdata.txt to determine how the superseded data were derived.
 EZ6463
 EZ6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9236182377(NAD 83)
 EZ6463_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6463_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6463+STABILITY: SURFACE MOTION
 EZ6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6463+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 EZ6463
 EZ6463  HISTORY     - Date     Condition        Report By
 EZ6463  HISTORY     - 1984     MONUMENTED       NCGS
 EZ6463  HISTORY     - 1987     GOOD             USPSQD
 EZ6463  HISTORY     - 20060521 GOOD             GEOCAC
 EZ6463
 EZ6463                          STATION DESCRIPTION
 EZ6463
 EZ6463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ6463'STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTHEAST OF DURHAM AND
 EZ6463'16.4 KM (10.2 MI) NORTH OF MORRISVILLE.
 EZ6463'
 EZ6463'ALONG NORTH-SOUTH FREEWAY, 0.3 KM (0.2 MI) SOUTHEAST OF ANGIER
 EZ6463'STREET (SR 1171) UNDERPASS, OR 1.3 KM (0.8 MI) NORTH-NORTHWEST OF
 EZ6463'SR 1940 OVER PASS, IN MEDIAN, ON SOUTH SLOPE OF HILL, APPROXIMATELY
 EZ6463'91 METERS (300 FT) EAST-NORTHEAST OF BURTON MOTOR LINES MAST, ON
 EZ6463'PROLONGATION  OF NORTH END OF SPILLWAY.
 EZ6463'
 EZ6463'THE STATION IS STANDARD NCGS DISK STAMPED---BURTON 1984---,
 EZ6463'SET INTO THE TOP OF ROUND CONCRETE MONUMENT
 EZ6463'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ6463'13.7 METERS (45.1 FT) EAST OF EDGE OF PAVEMENT OF SOUTHBOUND LANE,
 EZ6463'6.9 METERS (22.6 FT) EAST OF NORTH END OF SPILLWAY,
 EZ6463'22.2 METERS (72.9 FT) NORTH OF METAL DROP INLET IN SPILLWAY,
 EZ6463'21.8 METERS (71.7 FT) WEST-NORTHWEST OF 3 INCH GUM--AND
 EZ6463'20.9 METERS (68.7 FT) WEST OF 6 INCH PINE AND
 EZ6463'30.9 METERS (101.4 FT) NORTHWEST OF 4 INCH PINE--BOTH WITH REFERENCE
 EZ6463'TAGS.
 EZ6463'
 EZ6463'MARK IS NCGS STATION.
 EZ6463
 EZ6463                          STATION RECOVERY (1987)
 EZ6463
 EZ6463'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 EZ6463'RECOVERED IN GOOD CONDITION.
 EZ6463
 EZ6463                          STATION RECOVERY (2006)
 EZ6463
 EZ6463'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ6463'RECOVERED AS DESCRIBED.
 EZ6463' 
 EZ6463' 
 EZ6463' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4492 ***********************************************************************
 FY4492  DESIGNATION -  BURTON
 FY4492  PID         -  FY4492
 FY4492  STATE/COUNTY-  NC/ALAMANCE
 FY4492  USGS QUAD   -  BURLINGTON NE (1994)
 FY4492
 FY4492                         *CURRENT SURVEY CONTROL
 FY4492  ___________________________________________________________________
 FY4492* NAD 83(2001)-  36 13 04.47223(N)    079 17 52.30909(W)     ADJUSTED  
 FY4492* NAVD 88     -       220.7    (meters)     724.     (feet)  VERTCON   
 FY4492  ___________________________________________________________________
 FY4492  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FY4492  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FY4492  HORZ ORDER  -  SECOND
 FY4492
 FY4492.The horizontal coordinates were established by classical geodetic methods
 FY4492.and adjusted by the National Geodetic Survey in August 2005.
 FY4492
 FY4492.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4492
 FY4492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4492
 FY4492.The geoid height was determined by GEOID03.
 FY4492
 FY4492;                    North         East     Units Scale Factor Converg.
 FY4492;SPC NC       -   273,819.933   582,818.461   MT  1.00001470   -0 10 18.9
 FY4492;SPC NC       -   898,357.56  1,912,130.23   sFT  1.00001470   -0 10 18.9
 FY4492;UTM  17      - 4,009,461.166   652,993.205   MT  0.99988841   +1 00 21.3
 FY4492
 FY4492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4492!SPC NC       -   0.99997015  x   1.00001470  =   0.99998485
 FY4492!UTM  17      -   0.99997015  x   0.99988841  =   0.99985856
 FY4492
 FY4492                          SUPERSEDED SURVEY CONTROL
 FY4492
 FY4492  NAD 83(1993)-  36 13 04.47414(N)    079 17 52.31410(W) AD(       ) 2
 FY4492  NAD 83(1986)-  36 13 04.47347(N)    079 17 52.31668(W) AD(       ) 2
 FY4492  NGVD 29 (07/16/92)  220.9    (m)          725.     (f) VERT ANG    3  
 FY4492
 FY4492.Superseded values are not recommended for survey control.
 FY4492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4492.See file dsdata.txt to determine how the superseded data were derived.
 FY4492
 FY4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5299309461(NAD 83)
 FY4492_MARKER: DE = TRAVERSE STATION DISK
 FY4492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4492_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4492+STABILITY: SURFACE MOTION
 FY4492
 FY4492  HISTORY     - Date     Condition        Report By
 FY4492  HISTORY     - 1981     MONUMENTED       NCGS
 FY4492
 FY4492                          STATION DESCRIPTION
 FY4492
 FY4492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY4492'STATION IS LOCATED ABOUT 2.1 MILES NORTHEAST OF PLEASANT GROVE AND
 FY4492'8.5 MILES NORTH OF MEBANE.
 FY4492'
 FY4492'PROCEED ALONG NC 119, 2.5 MILES FROM NC 49 CROSSROADS (NORTH OF
 FY4492'MEBANE) TO SR 1906 ON LEFT, THENCE SOUTHERLY ALONG SR 1906 FOR 0.4
 FY4492'MILE TO STATION ON RIGHT IN SHOULDER, NEAR A GROUP OF FRUIT TREES,
 FY4492'SOUTH OF AN ABANDONED FRAME HOUSE AND APPROXIMATELY 600 FEET NORTH
 FY4492'OF MARTINS CHAPEL BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4147 ***********************************************************************
 FA4147  DESIGNATION -  BURTON RM 2
 FA4147  PID         -  FA4147
 FA4147  STATE/COUNTY-  NC/GUILFORD
 FA4147  USGS QUAD   -  HIGH POINT WEST (1993)
 FA4147
 FA4147                         *CURRENT SURVEY CONTROL
 FA4147  ___________________________________________________________________
 FA4147* NAD 83(2001)-  35 56 20.75885(N)    080 02 36.97619(W)     ADJUSTED  
 FA4147* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 FA4147  ___________________________________________________________________
 FA4147  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 FA4147  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 FA4147  HORZ ORDER  -  SECOND
 FA4147
 FA4147.The horizontal coordinates were established by classical geodetic methods
 FA4147.and adjusted by the National Geodetic Survey in August 2005.
 FA4147
 FA4147.The orthometric height was scaled from a topographic map.
 FA4147
 FA4147.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4147
 FA4147.The geoid height was determined by GEOID03.
 FA4147
 FA4147;                    North         East     Units Scale Factor Converg.
 FA4147;SPC NC       -   243,338.589   515,440.665   MT  0.99994443   -0 36 08.4
 FA4147;SPC NC       -   798,353.35  1,691,074.92   sFT  0.99994443   -0 36 08.4
 FA4147;UTM  17      - 3,977,616.349   586,265.135   MT  0.99969169   +0 33 40.9
 FA4147
 FA4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4147!SPC NC       -   0.99996314  x   0.99994443  =   0.99990757
 FA4147!UTM  17      -   0.99996314  x   0.99969169  =   0.99965484
 FA4147
 FA4147                          SUPERSEDED SURVEY CONTROL
 FA4147
 FA4147  NAD 83(1986)-  35 56 20.76603(N)    080 02 36.98349(W) AD(       ) 2
 FA4147
 FA4147.Superseded values are not recommended for survey control.
 FA4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4147.See file dsdata.txt to determine how the superseded data were derived.
 FA4147
 FA4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8626577616(NAD 83)
 FA4147_MARKER: DR = REFERENCE MARK DISK
 FA4147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4147_STAMPING: BURTON NO 2 1954
 FA4147_MARK LOGO: CGS   
 FA4147_PROJECTION: FLUSH
 FA4147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA4147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4147+STABILITY: SURFACE MOTION
 FA4147
 FA4147  HISTORY     - Date     Condition        Report By
 FA4147  HISTORY     - 1954     MONUMENTED       CGS
 FA4147  HISTORY     - 19940425 GOOD             NCGS
 FA4147
 FA4147                          STATION DESCRIPTION
 FA4147
 FA4147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA4147'RECOVERED AS DESCRIBED. STATION IS LOCATED IN HIGH POINT. IN THE
 FA4147'SOUTHWEST ANGLE OF BURTON AND DOROTHY STREETS. MARK IS SET FLUSH.
 FA4147'LOCATED 28 FT (8.5 M) SOUTH OF THE CENTER OF BURTON STREET, AND 49 FT
 FA4147'(14.9 M) EAST OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1944 ***********************************************************************
 EY1944  DESIGNATION -  BURVIS
 EY1944  PID         -  EY1944
 EY1944  STATE/COUNTY-  NC/MARTIN
 EY1944  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY1944
 EY1944                         *CURRENT SURVEY CONTROL
 EY1944  ___________________________________________________________________
 EY1944* NAD 83(2001)-  35 49 30.65341(N)    077 12 22.39325(W)     ADJUSTED  
 EY1944* NAVD 88     -        15.767  (meters)      51.73   (feet)  ADJUSTED  
 EY1944  ___________________________________________________________________
 EY1944  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EY1944  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 EY1944  DYNAMIC HT  -          15.754 (meters)      51.69  (feet)  COMP
 EY1944  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 EY1944
 EY1944  HORZ ORDER  -  SECOND
 EY1944  VERT ORDER  -  SECOND    CLASS II
 EY1944
 EY1944.The horizontal coordinates were established by classical geodetic methods
 EY1944.and adjusted by the National Geodetic Survey in August 2005.
 EY1944
 EY1944.The orthometric height was determined by differential leveling
 EY1944.and adjusted in June 1991.
 EY1944
 EY1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1944
 EY1944.The geoid height was determined by GEOID03.
 EY1944
 EY1944.The dynamic height is computed by dividing the NAVD 88
 EY1944.geopotential number by the normal gravity value computed on the
 EY1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1944.degrees latitude (g = 980.6199 gals.).
 EY1944
 EY1944.The modeled gravity was interpolated from observed gravity values.
 EY1944
 EY1944;                    North         East     Units Scale Factor Converg.
 EY1944;SPC NC       -   231,668.791   771,669.838   MT  0.99992257   +1 02 07.1
 EY1944;SPC NC       -   760,066.69  2,531,720.13   sFT  0.99992257   +1 02 07.1
 EY1944;UTM  18      - 3,966,805.312   300,705.039   MT  1.00008945   -1 17 30.3
 EY1944
 EY1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1944!SPC NC       -   1.00000313  x   0.99992257  =   0.99992570
 EY1944!UTM  18      -   1.00000313  x   1.00008945  =   1.00009258
 EY1944
 EY1944                          SUPERSEDED SURVEY CONTROL
 EY1944
 EY1944  NAD 83(1986)-  35 49 30.66892(N)    077 12 22.40607(W) AD(       ) 2
 EY1944  NGVD 29 (01/18/91)   16.09   (m)           52.8    (f) LEVELING    3  
 EY1944
 EY1944.Superseded values are not recommended for survey control.
 EY1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1944.See file dsdata.txt to determine how the superseded data were derived.
 EY1944
 EY1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0070566805(NAD 83)
 EY1944_MARKER: DE = TRAVERSE STATION DISK
 EY1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1944_SP_SET: CONCRETE POST
 EY1944_STAMPING: BURVIS 1980
 EY1944_MARK LOGO: NCGS  
 EY1944_PROJECTION: RECESSED 15 CENTIMETERS
 EY1944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1944+STABILITY: SURFACE MOTION
 EY1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1944+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 EY1944
 EY1944  HISTORY     - Date     Condition        Report By
 EY1944  HISTORY     - 1980     MONUMENTED       NCGS
 EY1944  HISTORY     - 1980     GOOD             NCGS
 EY1944  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 EY1944  HISTORY     - 20060424 GOOD             NCGS
 EY1944
 EY1944                          STATION DESCRIPTION
 EY1944
 EY1944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 EY1944'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES WEST-SOUTHWEST OF
 EY1944'EVERETTS AND 2.7 MILES EAST OF ROBERSONVILLE.
 EY1944'
 EY1944'TO REACH THE STATION FROM US 64-US 13 WITH SR 1138 CROSSROAD IN
 EY1944'EVERETTS, PROCEED WESTERLY ALONG US 64-US 13 FOR 2.05 MILES TO A
 EY1944'STATION IN THE LEFT SHOULDER, APPROXIMATELY 300 FEET EAST OF A
 EY1944'CEMETERY AND 0.45 MILE EAST OF SR 1152.
 EY1944'
 EY1944'STATION MARK IS A STANDARD DISK STAMPED---BURVIS 1980---, SET IN THE
 EY1944'TOP OF A 10 INCH CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND
 EY1944'SURFACE.  THE MARK IS 20.2 FEET SOUTH OF THE CENTERLINE OF THE
 EY1944'HIGHWAY, 90.6 FEET EAST OF THE CENTERLINE OF A CONCRETE DRIVEWAY,
 EY1944'91.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 EY1944'62.4 FEET NORTHWEST OF A TELEPHONE PEDESTAL, 72.9 FEET SOUTHWEST OF A
 EY1944'36 INCH OAK WITH REFERENCE TAG AND 27.8 FEET WEST OF A REFLECTOR POST
 EY1944'WITH REFERENCE TAG.
 EY1944
 EY1944                          STATION RECOVERY (1980)
 EY1944
 EY1944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1944'2.1 MI WSW FROM EVERETTS.
 EY1944'2.7 MILES EAST OF ROBERSONVILLE AND 2.05 MILES WEST ALONG US 64-US 13
 EY1944'WITH SR 1138 CROSSROAD IN EVERETTS IN THE LEFT SHOULDER APPROXIMATELY
 EY1944'300 FEET EAST OF A CEMETERY AND 0.45 MILE EAST OF SR 1152, 20.2 FEET
 EY1944'SOUTH OF CENTERLINE OF HIGHWAY, 90.6 FEET EAST OF CENTERLINE OF
 EY1944'CONCRETE DRIVEWAY, 91.1 FEET NORTHEAST OF NORTHEAST CORNER OF BRICK
 EY1944'HOUSE, 62.4 FEET NORTHWEST OF TELEPHONE PEDESTAL, 72.9 FEET SOUTHWEST
 EY1944'OF 36 INCH OAK WITH REFERENCE TAG AND 27.8 FEET WEST OF REFLECTOR
 EY1944'POST WITH REFERENCE TAG.
 EY1944
 EY1944                          STATION RECOVERY (1994)
 EY1944
 EY1944'RECOVERY NOTE BY US POWER SQUADRON 1994
 EY1944'MARK NOT FOUND.
 EY1944
 EY1944                          STATION RECOVERY (2006)
 EY1944
 EY1944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY1944'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.  MARK IS
 EY1944'LOCATED 21.7 FT (6.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 64
 EY1944'ALTERNATE AND 81.6 FT (24.9 M) EAST OF THE EAST END OF THE DRIVE
 EY1944'CULVERT TO HOUSE (9030).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2437 ***********************************************************************
 FA2437  DESIGNATION -  BUS
 FA2437  PID         -  FA2437
 FA2437  STATE/COUNTY-  NC/MECKLENBURG
 FA2437  USGS QUAD   -  WEDDINGTON (1988)
 FA2437
 FA2437                         *CURRENT SURVEY CONTROL
 FA2437  ___________________________________________________________________
 FA2437* NAD 83(2001)-  35 03 25.17869(N)    080 52 27.14178(W)     ADJUSTED  
 FA2437* NAVD 88     -       184.89   (+/-2cm)     606.6    (feet)  VERTCON   
 FA2437  ___________________________________________________________________
 FA2437  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 FA2437  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 FA2437  HORZ ORDER  -  SECOND
 FA2437  VERT ORDER  -  THIRD ? (See Below)
 FA2437
 FA2437.The horizontal coordinates were established by classical geodetic methods
 FA2437.and adjusted by the National Geodetic Survey in August 2005.
 FA2437
 FA2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2437.The vertical order pertains to the NGVD 29 superseded value.
 FA2437
 FA2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2437
 FA2437.The geoid height was determined by GEOID03.
 FA2437
 FA2437;                    North         East     Units Scale Factor Converg.
 FA2437;SPC NC       -   146,598.604   438,658.055   MT  0.99987834   -1 04 54.2
 FA2437;SPC NC       -   480,965.59  1,439,163.97   sFT  0.99987834   -1 04 54.2
 FA2437;UTM  17      - 3,879,370.754   511,470.944   MT  0.99960162   +0 04 20.1
 FA2437
 FA2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2437!SPC NC       -   0.99997574  x   0.99987834  =   0.99985409
 FA2437!UTM  17      -   0.99997574  x   0.99960162  =   0.99957737
 FA2437
 FA2437|---------------------------------------------------------------------|
 FA2437| PID    Reference Object                     Distance      Geod. Az  |
 FA2437|                                                           dddmmss.s |
 FA2437| FA2475 MCALPINE                            344.838 METERS 32345     |
 FA2437|---------------------------------------------------------------------|
 FA2437
 FA2437                          SUPERSEDED SURVEY CONTROL
 FA2437
 FA2437  NAD 83(1986)-  35 03 25.19508(N)    080 52 27.15293(W) AD(       ) 2
 FA2437  NAD 27      -  35 03 24.66764(N)    080 52 27.88110(W) AD(       ) 2
 FA2437  NGVD 29 (07/19/86)  185.12   (m)          607.3    (f) LEVELING    3  
 FA2437
 FA2437.Superseded values are not recommended for survey control.
 FA2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2437.See file dsdata.txt to determine how the superseded data were derived.
 FA2437
 FA2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1147179371(NAD 83)
 FA2437_MARKER: DE = TRAVERSE STATION DISK
 FA2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2437_STAMPING: BUS 1968
 FA2437_MARK LOGO: NCGS  
 FA2437_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2437+STABILITY: SURFACE MOTION
 FA2437
 FA2437  HISTORY     - Date     Condition        Report By
 FA2437  HISTORY     - 1968     MONUMENTED       NCGS
 FA2437  HISTORY     - 19860117 GOOD             USPSQD
 FA2437  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA2437  HISTORY     - 19910204 GOOD             USPSQD
 FA2437  HISTORY     - 19910523 GOOD             NCGS
 FA2437
 FA2437                          STATION DESCRIPTION
 FA2437
 FA2437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2437'BUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2437'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2437'
 FA2437'BUS IS LOCATED APPROXIMATELY 2.2 MILES SOUTHEAST OF
 FA2437'PINEVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FA2437'OF NC 51 WITH U.S. 521 IN PINEVILLE, GO SOUTHEAST ON U.S. 521
 FA2437'FOR 2.25 MILES TO STATION, WHICH IS ON THE EAST SIDE OF
 FA2437'U.S. 521, ACROSS FROM GROVE OF PINE TREES, 1.4 MILES NORTHWEST
 FA2437'OF INTERSECTION OF SR 3626 WITH U.S. 521, 0.5 MILE SOUTHEAST OF
 FA2437'BRIDGE OVER MC ALPINE CREEK, AND ABOUT 600 FEET NORTHWEST OF
 FA2437'GULF SERVICE STATION.
 FA2437'
 FA2437'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2437'BUS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2437'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2437'
 FA2437'MARK IS
 FA2437'
 FA2437'18.6 FT NE OF C/L OF U.S. 521
 FA2437'
 FA2437'78.8 FT N OF TWIN 8 INCH PINE TREES ON W SIDE OF U.S. 521, AND
 FA2437'WITH ALUMINUM REF. TAG
 FA2437'
 FA2437'104.7 FT NW OF PP ON E SIDE OF U.S. 521 AND WITH ALUMINUM
 FA2437'REF. TAG
 FA2437'
 FA2437'40.9 FT NW OF TP WITH PEDESTAL ON E SIDE OF U.S. 521, AND
 FA2437'WITH ALUMINUM REF. TAG
 FA2437'
 FA2437'101.2 FT SE OF PP ON E SIDE OF U.S. 521, AND WITH ALUMINUM
 FA2437'REF. TAG
 FA2437
 FA2437                          STATION RECOVERY (1986)
 FA2437
 FA2437'RECOVERY NOTE BY US POWER SQUADRON 1986 (JJR)
 FA2437'RECOVERED IN GOOD CONDITION.
 FA2437
 FA2437                          STATION RECOVERY (1989)
 FA2437
 FA2437'RECOVERY NOTE BY US POWER SQUADRON 1989 (WC)
 FA2437'MARK NOT FOUND.
 FA2437
 FA2437                          STATION RECOVERY (1991)
 FA2437
 FA2437'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2437'RECOVERED IN GOOD CONDITION.
 FA2437
 FA2437                          STATION RECOVERY (1991)
 FA2437
 FA2437'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2437'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3048 ***********************************************************************
 FA3048  DESIGNATION -  BUS
 FA3048  PID         -  FA3048
 FA3048  STATE/COUNTY-  NC/CATAWBA
 FA3048  USGS QUAD   -  BETHLEHEM (1993)
 FA3048
 FA3048                         *CURRENT SURVEY CONTROL
 FA3048  ___________________________________________________________________
 FA3048* NAD 83(2001)-  35 45 30.66222(N)    081 16 22.04555(W)     ADJUSTED  
 FA3048* NAVD 88     -       347.5    (meters)    1140.     (feet)  VERTCON   
 FA3048  ___________________________________________________________________
 FA3048  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 FA3048  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 FA3048  HORZ ORDER  -  SECOND
 FA3048
 FA3048.The horizontal coordinates were established by classical geodetic methods
 FA3048.and adjusted by the National Geodetic Survey in August 2005.
 FA3048
 FA3048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3048
 FA3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3048
 FA3048.The geoid height was determined by GEOID03.
 FA3048
 FA3048;                    North         East     Units Scale Factor Converg.
 FA3048;SPC NC       -   225,161.041   404,091.256   MT  0.99991161   -1 18 42.4
 FA3048;SPC NC       -   738,715.85  1,325,756.06   sFT  0.99991161   -1 18 42.4
 FA3048;UTM  17      - 3,957,199.336   475,339.282   MT  0.99960749   -0 09 33.9
 FA3048
 FA3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3048!SPC NC       -   0.99995052  x   0.99991161  =   0.99986213
 FA3048!UTM  17      -   0.99995052  x   0.99960749  =   0.99955802
 FA3048
 FA3048                          SUPERSEDED SURVEY CONTROL
 FA3048
 FA3048  NAD 83(1986)-  35 45 30.67137(N)    081 16 22.04910(W) AD(       ) 2
 FA3048  NAD 27      -  35 45 30.19424(N)    081 16 22.74789(W) AD(       ) 2
 FA3048  NGVD 29 (07/19/86)  347.7    (m)         1141.     (f) VERT ANG    3  
 FA3048
 FA3048.Superseded values are not recommended for survey control.
 FA3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3048.See file dsdata.txt to determine how the superseded data were derived.
 FA3048
 FA3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7533957199(NAD 83)
 FA3048_MARKER: DE = TRAVERSE STATION DISK
 FA3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3048_STAMPING: BUS 1967
 FA3048_MARK LOGO: NCGS  
 FA3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3048+STABILITY: SURFACE MOTION
 FA3048
 FA3048  HISTORY     - Date     Condition        Report By
 FA3048  HISTORY     - 1967     MONUMENTED       NCGS
 FA3048
 FA3048                          STATION DESCRIPTION
 FA3048
 FA3048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA3048'BUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3048'THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA3048'
 FA3048'BUS IS LOCATED APPROXIMATELY 4.1 MILES NORTHEAST OF THE CENTER
 FA3048'OF HICKORY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3048'SR 1402 (AT ST. STEPHENS ELEMENTARY SCHOOL) AND SR 1453
 FA3048'(SPRINGS RD.), GO NORTHEAST ON SR 1453 FOR 0.95 MILES TO
 FA3048'STATION.  WHICH IS ON THE SOUTHEAST BANK OF SR 1453, AT THE
 FA3048'EAST SIDE OF SCHOOL CHILDRENS SHELTER.
 FA3048'
 FA3048'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUS
 FA3048'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA3048'INCHES BELOW THE SURFACE OF THE GROUND.
 FA3048'
 FA3048'MARK IS
 FA3048'
 FA3048'77.0 FT SE OF C/L OF SR 1453
 FA3048'
 FA3048'5.6 FT E OF PP ON SE SIDE OF SR 1453, WITH ALUMINUM REF. TAG
 FA3048'
 FA3048'4.9 FT ENE OF NE CORNER OF CHILDRENS SCHOOL BUS SHELTER
 FA3048'
 FA3048'9.6 FT NE OF SE CORNER OF CHILDRENS SCHOOL BUS SHELTER
 FA3048'
 FA3048'115.7 FT SW OF PP 102 AT S SIDE OF INTERSECTION OF SR 1493,
 FA3048'WITH ALUMINUM REF. TAG
 FA3048'
 FA3048'6.1 FT S OF W END OF CORRUGATED STEEL CULVERT ON SE SIDE OF
 FA3048'SR 1453
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3372 ***********************************************************************
 FA3372  DESIGNATION -  BUS
 FA3372  PID         -  FA3372
 FA3372  STATE/COUNTY-  NC/BURKE
 FA3372  USGS QUAD   -  MORGANTON NORTH (1993)
 FA3372
 FA3372                         *CURRENT SURVEY CONTROL
 FA3372  ___________________________________________________________________
 FA3372* NAD 83(2007)-  35 46 04.78550(N)    081 40 10.56683(W)     ADJUSTED  
 FA3372* NAVD 88     -       357.1    (meters)    1172.     (feet)  GPS OBS   
 FA3372  ___________________________________________________________________
 FA3372  EPOCH DATE  -        2002.00
 FA3372  X           -     750,680.226 (meters)                     COMP
 FA3372  Y           -  -5,126,683.075 (meters)                     COMP
 FA3372  Z           -   3,707,524.916 (meters)                     COMP
 FA3372  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FA3372  ELLIP HEIGHT-         324.867 (meters)          (02/10/07) ADJUSTED
 FA3372  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 FA3372
 FA3372  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA3372  Type    PID    Designation                      North   East  Ellip
 FA3372  -------------------------------------------------------------------
 FA3372  NETWORK FA3372 BUS                               0.73   0.53   1.25
 FA3372  -------------------------------------------------------------------
 FA3372
 FA3372.The horizontal coordinates were established by GPS observations
 FA3372.and adjusted by the National Geodetic Survey in February 2007.
 FA3372
 FA3372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA3372.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA3372.The horizontal coordinates are valid at the epoch date displayed above.
 FA3372.The epoch date for horizontal control is a decimal equivalence
 FA3372.of Year/Month/Day.
 FA3372
 FA3372.The orthometric height was determined by GPS observations and a
 FA3372.high-resolution geoid model.
 FA3372
 FA3372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA3372
 FA3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3372
 FA3372.The ellipsoidal height was determined by GPS observations
 FA3372.and is referenced to NAD 83.
 FA3372
 FA3372.The geoid height was determined by GEOID03.
 FA3372
 FA3372;                    North         East     Units Scale Factor Converg.
 FA3372;SPC NC       -   227,105.453   368,247.105   MT  0.99991308   -1 32 26.9
 FA3372;SPC NC       -   745,095.14  1,208,157.38   sFT  0.99991308   -1 32 26.9
 FA3372;UTM  17      - 3,958,423.046   439,473.664   MT  0.99964514   -0 23 29.0
 FA3372
 FA3372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3372!SPC NC       -   0.99994901  x   0.99991308  =   0.99986210
 FA3372!UTM  17      -   0.99994901  x   0.99964514  =   0.99959417
 FA3372
 FA3372:                Primary Azimuth Mark                     Grid Az
 FA3372:SPC NC       -  GRADE                                    306 12 41.8
 FA3372:UTM  17      -  GRADE                                    305 03 43.9
 FA3372
 FA3372|---------------------------------------------------------------------|
 FA3372| PID    Reference Object                     Distance      Geod. Az  |
 FA3372|                                                           dddmmss.s |
 FA3372| FA3379 GRADE                               APPROX. 0.6 KM 3044014.9 |
 FA3372|---------------------------------------------------------------------|
 FA3372
 FA3372                          SUPERSEDED SURVEY CONTROL
 FA3372
 FA3372  NAD 83(2001)-  35 46 04.78558(N)    081 40 10.56674(W) AD(       ) 1
 FA3372  ELLIP H (03/13/03)  324.882  (m)                       GP(       ) 4 2
 FA3372  NAD 83(1986)-  35 46 04.79302(N)    081 40 10.56979(W) AD(       ) 1
 FA3372  NAD 83(1995)-  35 46 04.78880(N)    081 40 10.56834(W) AD(       ) 2
 FA3372  NAD 83(1986)-  35 46 04.79302(N)    081 40 10.56979(W) AD(       ) 2
 FA3372  NAD 27      -  35 46 04.32625(N)    081 40 11.22528(W) AD(       ) 2
 FA3372  NGVD 29 (02/04/93)  357.3    (m)         1172.     (f) GPS OBS     3  
 FA3372
 FA3372.Superseded values are not recommended for survey control.
 FA3372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3372.See file dsdata.txt to determine how the superseded data were derived.
 FA3372
 FA3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3947458423(NAD 83)
 FA3372_MARKER: DE = TRAVERSE STATION DISK
 FA3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3372_SP_SET: CONCRETE POST
 FA3372_STAMPING: BUS 1969
 FA3372_MARK LOGO: NCGS  
 FA3372_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3372+STABILITY: SURFACE MOTION
 FA3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA3372+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1997
 FA3372
 FA3372  HISTORY     - Date     Condition        Report By
 FA3372  HISTORY     - 1969     MONUMENTED       NCGS
 FA3372  HISTORY     - 1969     GOOD             NCGS
 FA3372  HISTORY     - 19870101 GOOD             NCGS
 FA3372  HISTORY     - 19880101 GOOD             NCGS
 FA3372  HISTORY     - 19970910 GOOD             NCGS
 FA3372
 FA3372                          STATION DESCRIPTION
 FA3372
 FA3372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3372'BUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3372'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3372'
 FA3372'BUS IS LOCATED APPROXIMATELY 2.0 MILES NNE OF THE CENTER OF
 FA3372'MORGANTON.  TO REACH STATION PROCEED FROM U.S. 64 AND 70 BUSINESS
 FA3372'AND MORGANTON BYPASS, GO 1.55 MILES ON BYPASS NORTH.  STATION
 FA3372'IS ON THE RIGHT SIDE OF THE ROAD AT A FOUR WAY INTERSECTION,
 FA3372'AND ON TOP OF A TEN FOOT CUT.
 FA3372'
 FA3372'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3372'BUS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3372'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA3372'
 FA3372'MARK IS
 FA3372'
 FA3372'58.3 FT NNE OF C/L OF MORGANTON BYPASS
 FA3372'
 FA3372'59.1 FT NW OF C/L OF VINE ARDEN RD.
 FA3372'
 FA3372'3.3 FT NNE OF 50 FOOT RADIUS STAKE
 FA3372'
 FA3372'99.1 FT NE OF 14 INCH PINE TREE
 FA3372'
 FA3372'43.3 FT NW OF STOP SIGN WITH ALUMINUM REF. TAG
 FA3372'
 FA3372'133.8 FT SE OF PP WITH ALUMINUM REF. TAG
 FA3372
 FA3372                          STATION RECOVERY (1969)
 FA3372
 FA3372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969
 FA3372'RECOVERED IN GOOD CONDITION.
 FA3372
 FA3372                          STATION RECOVERY (1987)
 FA3372
 FA3372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA3372'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 FA3372'LINE OF SIGHT WAS CLEARED.
 FA3372
 FA3372                          STATION RECOVERY (1988)
 FA3372
 FA3372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA3372'RECOVERED IN GOOD CONDITION.
 FA3372
 FA3372                          STATION RECOVERY (1997)
 FA3372
 FA3372'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA3372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2261 ***********************************************************************
 EB2261  DESIGNATION -  BUS
 EB2261  PID         -  EB2261
 EB2261  STATE/COUNTY-  NC/COLUMBUS
 EB2261  USGS QUAD   -  NAKINA (1990)
 EB2261
 EB2261                         *CURRENT SURVEY CONTROL
 EB2261  ___________________________________________________________________
 EB2261* NAD 83(2001)-  34 11 45.53685(N)    078 44 13.07243(W)     ADJUSTED  
 EB2261* NAVD 88     -        27.     (meters)      89.     (feet)  VERTCON   
 EB2261  ___________________________________________________________________
 EB2261  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB2261  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 EB2261  HORZ ORDER  -  SECOND
 EB2261
 EB2261.The horizontal coordinates were established by classical geodetic methods
 EB2261.and adjusted by the National Geodetic Survey in August 2005.
 EB2261
 EB2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2261
 EB2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2261
 EB2261.The geoid height was determined by GEOID03.
 EB2261
 EB2261;                    North         East     Units Scale Factor Converg.
 EB2261;SPC NC       -    49,507.365   633,846.706   MT  1.00004087   +0 09 06.5
 EB2261;SPC NC       -   162,425.41  2,079,545.40   sFT  1.00004087   +0 09 06.5
 EB2261;UTM  17      - 3,786,201.671   708,525.375   MT  1.00013603   +1 16 20.4
 EB2261
 EB2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2261!SPC NC       -   1.00000126  x   1.00004087  =   1.00004213
 EB2261!UTM  17      -   1.00000126  x   1.00013603  =   1.00013729
 EB2261
 EB2261:                Primary Azimuth Mark                     Grid Az
 EB2261:SPC NC       -  WARD                                     177 39 41.7
 EB2261:UTM  17      -  WARD                                     176 32 27.8
 EB2261
 EB2261|---------------------------------------------------------------------|
 EB2261| PID    Reference Object                     Distance      Geod. Az  |
 EB2261|                                                           dddmmss.s |
 EB2261| EB2273 WARD                                APPROX. 0.7 KM 1774848.2 |
 EB2261| EB2259 BASS                                299.450 METERS 31227     |
 EB2261|---------------------------------------------------------------------|
 EB2261
 EB2261                          SUPERSEDED SURVEY CONTROL
 EB2261
 EB2261  NAD 83(1986)-  34 11 45.54334(N)    078 44 13.07813(W) AD(       ) 2
 EB2261  NAD 27      -  34 11 44.93499(N)    078 44 14.01542(W) AD(       ) 2
 EB2261  NGVD 29 (07/19/86)   27.     (m)           89.     (f) VERT ANG    3  
 EB2261
 EB2261.Superseded values are not recommended for survey control.
 EB2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2261.See file dsdata.txt to determine how the superseded data were derived.
 EB2261
 EB2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT0852586202(NAD 83)
 EB2261_MARKER: DE = TRAVERSE STATION DISK
 EB2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2261_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2261
 EB2261  HISTORY     - Date     Condition        Report By
 EB2261  HISTORY     - 1969     MONUMENTED       NCGS
 EB2261  HISTORY     - 1980     GOOD             NCGS
 EB2261
 EB2261                          STATION DESCRIPTION
 EB2261
 EB2261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2261'BUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2261'THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2261'
 EB2261'BUS IS LOCATED APPROXIMATELY 8.8 MILES NORTHEAST OF TABOR CITY
 EB2261'AND 3.15 MILES ENE OF SIDNEY.  TO REACH STATION FROM THE
 EB2261'INTERSECTION OF U.S. 701 AND SR 1141, GO SOUTHEAST ON SR 1141
 EB2261'FOR 1.85 MILES TO T INTERSECTION OF SR 1141 AND SR 1161,
 EB2261'CONTINUE SOUTHEAST ON SR 1141 FOR 0.2 MILE TO LANE LEADING TO
 EB2261'FARM HOUSE (APPROXIMATELY 0.15 MILE FROM HIGHWAY).  STATION IS
 EB2261'ON THE EAST SIDE OF SR 1141 AND SOUTH SIDE OF LANE.
 EB2261'
 EB2261'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2261'BUS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2261'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2261'
 EB2261'MARK IS 110.0 FT E OF C/L OF SR 1141
 EB2261'
 EB2261'78.0 FT E OF PP WITH ALUMINUM REF. TAG AT DIRT DRIVE AND SR 1141
 EB2261'
 EB2261'16.9 FT E OF 2ND 4 INCH CEDAR TREE EAST OF SR 1141 ALONG
 EB2261'DIRT DRIVE
 EB2261'
 EB2261'10.3 FT W OF 3RD 4 INCH CEDAR TREE EAST OF SR 1141 ALONG
 EB2261'DIRT DRIVE
 EB2261'
 EB2261'63.3 FT NNW OF PP WITH ALUMINUM REF. TAG ON SOUTH SIDE OF
 EB2261'DIRT DRIVE
 EB2261'
 EB2261'9.4 FT S OF C/L OF DIRT DRIVE.
 EB2261
 EB2261                          STATION RECOVERY (1980)
 EB2261
 EB2261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (HDM)
 EB2261'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 EB2261'RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING CHANGES IN
 EB2261'REFERENCES.
 EB2261'
 EB2261'THE MARK IS 113 FEET NORTHWEST OF A UTILITY POLE WITH REFERENCE TAG,
 EB2261'110 FEET EAST OF THE CENTERLINE OF SR 1141, 78 FEET EAST OF A POWER
 EB2261'POLE WITH REFERENCE TAG, 63.3 FEET WEST-NORTHWEST OF A POWER POLE
 EB2261'WITH REFERENCE TAG AND 4.5 FEET SOUTH OF THE CENTERLINE OF A FIELD
 EB2261'ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2593 ***********************************************************************
 EB2593  DESIGNATION -  BUS
 EB2593  PID         -  EB2593
 EB2593  STATE/COUNTY-  NC/ROBESON
 EB2593  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 EB2593
 EB2593                         *CURRENT SURVEY CONTROL
 EB2593  ___________________________________________________________________
 EB2593* NAD 83(2001)-  34 34 58.13025(N)    079 02 46.64089(W)     ADJUSTED  
 EB2593* NAVD 88     -        41.359  (meters)     135.69   (feet)  ADJUSTED  
 EB2593  ___________________________________________________________________
 EB2593  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 EB2593  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 EB2593  DYNAMIC HT  -          41.319 (meters)     135.56  (feet)  COMP
 EB2593  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 EB2593
 EB2593  HORZ ORDER  -  SECOND
 EB2593  VERT ORDER  -  SECOND    CLASS II
 EB2593
 EB2593.The horizontal coordinates were established by classical geodetic methods
 EB2593.and adjusted by the National Geodetic Survey in August 2005.
 EB2593
 EB2593.The orthometric height was determined by differential leveling
 EB2593.and adjusted in October 1999.
 EB2593
 EB2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2593
 EB2593.The geoid height was determined by GEOID03.
 EB2593
 EB2593.The dynamic height is computed by dividing the NAVD 88
 EB2593.geopotential number by the normal gravity value computed on the
 EB2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB2593.degrees latitude (g = 980.6199 gals.).
 EB2593
 EB2593.The modeled gravity was interpolated from observed gravity values.
 EB2593
 EB2593;                    North         East     Units Scale Factor Converg.
 EB2593;SPC NC       -    92,386.670   605,354.489   MT  0.99994025   -0 01 36.2
 EB2593;SPC NC       -   303,105.27  1,986,067.19   sFT  0.99994025   -0 01 36.2
 EB2593;UTM  17      - 3,828,514.775   679,191.907   MT  0.99999579   +1 06 33.2
 EB2593
 EB2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2593!SPC NC       -   0.99999882  x   0.99994025  =   0.99993907
 EB2593!UTM  17      -   0.99999882  x   0.99999579  =   0.99999461
 EB2593
 EB2593:                Primary Azimuth Mark                     Grid Az
 EB2593:SPC NC       -  ETHERIDGE                                126 46 56.3
 EB2593:UTM  17      -  ETHERIDGE                                125 38 46.9
 EB2593
 EB2593|---------------------------------------------------------------------|
 EB2593| PID    Reference Object                     Distance      Geod. Az  |
 EB2593|                                                           dddmmss.s |
 EB2593| EB2595 ETHERIDGE                           APPROX. 1.0 KM 1264520.1 |
 EB2593|---------------------------------------------------------------------|
 EB2593
 EB2593                          SUPERSEDED SURVEY CONTROL
 EB2593
 EB2593  NAD 83(1986)-  34 34 58.14140(N)    079 02 46.64998(W) AD(       ) 2
 EB2593  NAD 27      -  34 34 57.54739(N)    079 02 47.52459(W) AD(       ) 2
 EB2593  NGVD 29 (07/19/86)   41.8    (m)          137.     (f) VERT ANG    3  
 EB2593
 EB2593.Superseded values are not recommended for survey control.
 EB2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2593.See file dsdata.txt to determine how the superseded data were derived.
 EB2593
 EB2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7919228515(NAD 83)
 EB2593_MARKER: DE = TRAVERSE STATION DISK
 EB2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2593_STAMPING: BUS 1965
 EB2593_MARK LOGO: NCGS  
 EB2593_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2593+STABILITY: SURFACE MOTION
 EB2593
 EB2593  HISTORY     - Date     Condition        Report By
 EB2593  HISTORY     - 1965     MONUMENTED       NCGS
 EB2593  HISTORY     - 1972     MARK NOT FOUND   USGS
 EB2593  HISTORY     - 1980     POOR             NCGS
 EB2593  HISTORY     - 19890131 GOOD             NCGS
 EB2593
 EB2593                          STATION DESCRIPTION
 EB2593
 EB2593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (JWC)
 EB2593'BUS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2593'IN THE VICINITY OF LUMBERTON, NORTH CAROLINA.
 EB2593'
 EB2593'BUS IS 3.3 MILES SSW OF LUMBERTON.  LOCATED 3.0 MILES S ALONG
 EB2593'NC 41 FROM INTERSECTION OF NC 41 AND U.S. 74.  0.15 MILE N OF
 EB2593'INTERSECTION OF NC 41 AND SR 2208.  AND ON E SHOULDER OF NC 41.
 EB2593'
 EB2593'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EB2593'BUS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EB2593'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2593'
 EB2593'MARK IS
 EB2593'
 EB2593'18.6 FT SE OF C/L OF NC 41
 EB2593'
 EB2593'74.5 FT NE OF PP 2 WITH ALUMINUM REF. TAG
 EB2593'
 EB2593'50.3 FT SE OF TP 135 WITH ALUMINUM REF. TAG
 EB2593'
 EB2593'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EB2593
 EB2593                          STATION RECOVERY (1972)
 EB2593
 EB2593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EB2593'STATION WAS SEARCHED FOR AND NOT FOUND, UNABLE TO LOCATE, MAY
 EB2593'STILL EXIST.
 EB2593
 EB2593                          STATION RECOVERY (1980)
 EB2593
 EB2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 EB2593'THE STATION WAS RECOVERED IN POOR CONDITION.
 EB2593'
 EB2593'THE DISK HAS BEEN STRUCK BY HEAVY EQUIPMENT BUT IS SOLID AND APPEARS
 EB2593'TO BE IN ORIGINAL POSITION.
 EB2593'
 EB2593'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES SOUTH-SOUTHWEST OF
 EB2593'LUMBERTON.
 EB2593'
 EB2593'TO REACH STATION FROM THE NC 41 UNDERPASS OF US 74, PROCEED NORTH
 EB2593'ALONG NC 41 FOR 0.25 MILE TO STATION IN EAST SHOULDER.
 EB2593'
 EB2593'STATION MARK IS A STANDARD DISK STAMPED---BUS 1965---SET IN TOP OF
 EB2593'A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW THE GROUND
 EB2593'SURFACE. THE MARK IS 18.8 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY,
 EB2593'74.9 FEET NORTH OF POWER POLE WITH 3 TRANSFORMERS AND A REFERENCE TAG
 EB2593'AND 96.5 FEET SOUTH OF CABLE WARNING SIGN POST WITH REFERENCE TAG.
 EB2593
 EB2593                          STATION RECOVERY (1989)
 EB2593
 EB2593'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 EB2593'RECOVERED IN GOOD CONDITION.  NOTE--TWO NEW REFERENCES FOLLOWS. 16.7
 EB2593'FT (5.1 M) WEST-SOUTHWEST OF THE SOUTHWEST END OF A DRIVE CULVERT ,
 EB2593'AND 30.7 FT (9.4 M) NORTH OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1826 ***********************************************************************
 EA1826  DESIGNATION -  BUS
 EA1826  PID         -  EA1826
 EA1826  STATE/COUNTY-  NC/CARTERET
 EA1826  USGS QUAD   -  BEAUFORT (1987)
 EA1826
 EA1826                         *CURRENT SURVEY CONTROL
 EA1826  ___________________________________________________________________
 EA1826* NAD 83(2001)-  34 43 16.24957(N)    076 42 38.18178(W)     ADJUSTED  
 EA1826* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 EA1826  ___________________________________________________________________
 EA1826  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 EA1826  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA1826  HORZ ORDER  -  SECOND
 EA1826
 EA1826.The horizontal coordinates were established by classical geodetic methods
 EA1826.and adjusted by the National Geodetic Survey in August 2005.
 EA1826
 EA1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1826
 EA1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1826
 EA1826.The geoid height was determined by GEOID03.
 EA1826
 EA1826;                    North         East     Units Scale Factor Converg.
 EA1826;SPC NC       -   110,151.917   819,265.876   MT  0.99991518   +1 19 16.9
 EA1826;SPC NC       -   361,390.08  2,687,874.79   sFT  0.99991518   +1 19 16.9
 EA1826;UTM  18      - 3,843,455.764   343,368.491   MT  0.99990239   -0 58 28.3
 EA1826
 EA1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1826!SPC NC       -   1.00000552  x   0.99991518  =   0.99992070
 EA1826!UTM  18      -   1.00000552  x   0.99990239  =   0.99990791
 EA1826
 EA1826:                Primary Azimuth Mark                     Grid Az
 EA1826:SPC NC       -  PARKER                                   093 28 32.7
 EA1826:UTM  18      -  PARKER                                   095 46 17.9
 EA1826
 EA1826|---------------------------------------------------------------------|
 EA1826| PID    Reference Object                     Distance      Geod. Az  |
 EA1826|                                                           dddmmss.s |
 EA1826| EA1894 PARKER                              APPROX. 0.6 KM 0944749.6 |
 EA1826|---------------------------------------------------------------------|
 EA1826
 EA1826                          SUPERSEDED SURVEY CONTROL
 EA1826
 EA1826  NAD 83(1986)-  34 43 16.25915(N)    076 42 38.18997(W) AD(       ) 2
 EA1826  NAD 27      -  34 43 15.67933(N)    076 42 39.43542(W) AD(       ) 2
 EA1826  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG    3  
 EA1826
 EA1826.Superseded values are not recommended for survey control.
 EA1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1826.See file dsdata.txt to determine how the superseded data were derived.
 EA1826
 EA1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4336843456(NAD 83)
 EA1826_MARKER: DE = TRAVERSE STATION DISK
 EA1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1826_STAMPING: BUS 1968
 EA1826_MARK LOGO: NCGS  
 EA1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1826+STABILITY: SURFACE MOTION
 EA1826
 EA1826  HISTORY     - Date     Condition        Report By
 EA1826  HISTORY     - 1968     MONUMENTED       NCGS
 EA1826  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 EA1826
 EA1826                          STATION DESCRIPTION
 EA1826
 EA1826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA1826'BUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EA1826'VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA1826'BUS IS LOCATED APPROXIMATELY 0.3 MILE EAST OF THE CENTER OF
 EA1826'MOREHEAD CITY.  TO REACH STATION PROCEED FROM THE POST OFFICE IN
 EA1826'MOREHEAD CITY, GO EAST ON U.S. 70 (ARENDELL ST.) FOR 0.1 MILE
 EA1826'TO STATION.  WHICH IS ON THE SOUTH SIDE OF WEST BOUND
 EA1826'LANE BETWEEN STREET AND RAILROAD TRACKS, BETWEEN 6TH AND 7TH
 EA1826'STREETS, ABOUT 125 FEET NORTHEAST OF NORTHEAST CORNER OF SEASHORE
 EA1826'TRANSPORTATION CO.  BUS, AND ACROSS STREET FROM EAST SIDE OF A
 EA1826'TWO STORY WHITE FRAME HOUSE WITH ALUMINUM SIDING.
 EA1826'
 EA1826'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUS
 EA1826'1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5
 EA1826'INCHES BELOW THE SURFACE OF THE GROUND.
 EA1826'
 EA1826'MARK IS--
 EA1826'
 EA1826'23.5 FT S OF C/L OF U.S. 70 W BOUND LANE.
 EA1826'
 EA1826'5.0 FT N OF N RAIL OF RAILROAD TRACKS.
 EA1826'
 EA1826'4.0 FT NE OF N END OF CROSSTIE OF MAIN TRACKS, AND WITH ALUMINUM
 EA1826'REF. TAG.
 EA1826'
 EA1826'8.4 FT NE OF N END OF CROSSTIE, WITH ALUMINUM REF. TAG.
 EA1826'
 EA1826'8.0 FT NW OF N END OF CROSSTIE, WITH ALUMINUM REF. TAG.
 EA1826'
 EA1826'46.6 FT NW OF METAL NO PARKING BETWEEN SIGNS SIGN.
 EA1826'
 EA1826'51.9 FT SE OF METAL STREET LIGHT POST ON N SIDE OF ARENDELL ST.
 EA1826
 EA1826                          STATION RECOVERY (1996)
 EA1826
 EA1826'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2877 ***********************************************************************
 FY2877  DESIGNATION -  BUS
 FY2877  PID         -  FY2877
 FY2877  STATE/COUNTY-  NC/FRANKLIN
 FY2877  USGS QUAD   -  GRISSOM (1987)
 FY2877
 FY2877                         *CURRENT SURVEY CONTROL
 FY2877  ___________________________________________________________________
 FY2877* NAD 83(2001)-  36 00 51.91299(N)    078 31 00.78942(W)     ADJUSTED  
 FY2877* NAVD 88     -       132.6    (meters)     435.     (feet)  VERTCON   
 FY2877  ___________________________________________________________________
 FY2877  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 FY2877  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 FY2877  HORZ ORDER  -  SECOND
 FY2877
 FY2877.The horizontal coordinates were established by classical geodetic methods
 FY2877.and adjusted by the National Geodetic Survey in August 2005.
 FY2877
 FY2877.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2877
 FY2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2877
 FY2877.The geoid height was determined by GEOID03.
 FY2877
 FY2877;                    North         East     Units Scale Factor Converg.
 FY2877;SPC NC       -   251,306.680   653,150.765   MT  0.99996107   +0 16 43.8
 FY2877;SPC NC       -   824,495.33  2,142,878.80   sFT  0.99996107   +0 16 43.8
 FY2877;UTM  17      - 3,988,400.136   723,778.216   MT  1.00021708   +1 27 38.3
 FY2877
 FY2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2877!SPC NC       -   0.99998433  x   0.99996107  =   0.99994540
 FY2877!UTM  17      -   0.99998433  x   1.00021708  =   1.00020141
 FY2877
 FY2877:                Primary Azimuth Mark                     Grid Az
 FY2877:SPC NC       -  TRASH                                    030 20 31.6
 FY2877:UTM  17      -  TRASH                                    029 09 37.1
 FY2877
 FY2877|---------------------------------------------------------------------|
 FY2877| PID    Reference Object                     Distance      Geod. Az  |
 FY2877|                                                           dddmmss.s |
 FY2877| FY2880 TRASH                               APPROX. 2.1 KM 0303715.4 |
 FY2877| FY2879 FRANKLIN                            328.433 METERS 19735     |
 FY2877|---------------------------------------------------------------------|
 FY2877
 FY2877                          SUPERSEDED SURVEY CONTROL
 FY2877
 FY2877  NAD 83(1993)-  36 00 51.92115(N)    078 31 00.80257(W) AD(       ) 2
 FY2877  NAD 83(1986)-  36 00 51.92041(N)    078 31 00.80285(W) AD(       ) 2
 FY2877  NAD 27      -  36 00 51.37727(N)    078 31 01.79949(W) AD(       ) 2
 FY2877  NGVD 29 (07/19/86)  132.9    (m)          436.     (f) VERT ANG    3  
 FY2877
 FY2877.Superseded values are not recommended for survey control.
 FY2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2877.See file dsdata.txt to determine how the superseded data were derived.
 FY2877
 FY2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2377888400(NAD 83)
 FY2877_MARKER: DE = TRAVERSE STATION DISK
 FY2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2877_STAMPING: BUS 1969
 FY2877_MARK LOGO: NCGS  
 FY2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2877+STABILITY: SURFACE MOTION
 FY2877
 FY2877  HISTORY     - Date     Condition        Report By
 FY2877  HISTORY     - 1969     MONUMENTED       NCGS
 FY2877
 FY2877                          STATION DESCRIPTION
 FY2877
 FY2877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2877'BUS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2877'THE VICINITY OF YOUNGSVILLE, NORTH CAROLINA.
 FY2877'
 FY2877'BUS IS LOCATED APPROXIMATELY 2.3 MILES SOUTHWEST OF
 FY2877'YOUNGSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY2877'U.S. 1 AND NC 96 APPROXIMATELY 2 MILES WEST OF YOUNGSVILLE, GO
 FY2877'SOUTH ON U.S. 1 FOR 1.35 MILES TO INTERSECTION OF U.S. 1 AND SR
 FY2877'1147, CONTINUE SOUTH ON U.S. 1 FOR 0.9 MILE TO STATION ON WEST
 FY2877'SIDE OF ROAD, SOUTH OF DIRT LANE LEADING INTO SMALL WHITE FRAME
 FY2877'HOUSE, AND ACROSS ROAD FROM HALLS SERVICE STATION.
 FY2877'
 FY2877'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FY2877'BUS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY2877'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2877'
 FY2877'MARK IS
 FY2877'
 FY2877'66.2 FT NW OF C/L OF U.S. 1
 FY2877'
 FY2877'21.6 FT SW OF C/L OF DIRT ROAD
 FY2877'
 FY2877'69.1 FT ESE OF PP W/TRANSFORMER, AND WITH ALUMINUM REF. TAG
 FY2877'
 FY2877'20.4 FT E OF 8 INCH PINE TREE
 FY2877'
 FY2877'45.2 FT SW OF UNDERGROUND TP
 FY2877'
 FY2877'40.2 FT WNW OF S END OF CULVERT UNDER DIRT ROAD
 FY2877'
 FY2877'96.1 FT SE OF SE CORNER OF WHITE FRAME HOUSE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8731 ***********************************************************************
 DH8731  DESIGNATION -  BUS
 DH8731  PID         -  DH8731
 DH8731  STATE/COUNTY-  NC/GREENE
 DH8731  USGS QUAD   -  SNOW HILL (1982)
 DH8731
 DH8731                         *CURRENT SURVEY CONTROL
 DH8731  ___________________________________________________________________
 DH8731* NAD 83(2001)-  35 29 30.47565(N)    077 39 49.33536(W)     ADJUSTED  
 DH8731* NAVD 88     -        29.2    (meters)      96.     (feet)  GPS OBS   
 DH8731  ___________________________________________________________________
 DH8731  X           -   1,110,748.607 (meters)                     COMP
 DH8731  Y           -  -5,078,893.243 (meters)                     COMP
 DH8731  Z           -   3,682,423.499 (meters)                     COMP
 DH8731  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DH8731  ELLIP HEIGHT-          -6.304 (meters)          (03/08/06) ADJUSTED
 DH8731  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DH8731  HORZ ORDER  -  FIRST
 DH8731  ELLP ORDER  -  FIFTH     CLASS I
 DH8731
 DH8731.The horizontal coordinates were established by GPS observations
 DH8731.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8731
 DH8731.The orthometric height was determined by GPS observations and a
 DH8731.high-resolution geoid model.
 DH8731
 DH8731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8731
 DH8731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8731
 DH8731.The ellipsoidal height was determined by GPS observations
 DH8731.and is referenced to NAD 83.
 DH8731
 DH8731.The geoid height was determined by GEOID03.
 DH8731
 DH8731;                    North         East     Units Scale Factor Converg.
 DH8731;SPC NC       -   194,034.512   730,836.791   MT  0.99988134   +0 46 16.6
 DH8731;SPC NC       -   636,594.89  2,397,753.71   sFT  0.99988134   +0 46 16.6
 DH8731;UTM  18      - 3,930,846.317   258,367.251   MT  1.00031957   -1 32 50.1
 DH8731
 DH8731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8731!SPC NC       -   1.00000099  x   0.99988134  =   0.99988233
 DH8731!UTM  18      -   1.00000099  x   1.00031957  =   1.00032056
 DH8731
 DH8731                          SUPERSEDED SURVEY CONTROL
 DH8731
 DH8731  NAD 83(1986)-  35 29 30.48440(N)    077 39 49.34468(W) AD(       ) 1
 DH8731
 DH8731.Superseded values are not recommended for survey control.
 DH8731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8731.See file dsdata.txt to determine how the superseded data were derived.
 DH8731
 DH8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5836730846(NAD 83)
 DH8731_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8731_STAMPING: BUS 1992
 DH8731_MARK LOGO: NCGS  
 DH8731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH8731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8731+STABILITY: SURFACE MOTION
 DH8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8731+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH8731
 DH8731  HISTORY     - Date     Condition        Report By
 DH8731  HISTORY     - 1992     MONUMENTED       NCGS
 DH8731
 DH8731                          STATION DESCRIPTION
 DH8731
 DH8731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 DH8731'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHEAST OF SNOW HILL
 DH8731'AND 4.5 MI (7.2 KM) WEST OF MAURY. PROCEED ALONG NC 91 FOR 1.55 MI
 DH8731'(2.49 KM) NORTH FROM US 13-258 TO SR 1330, THENCE NORTHEAST ALONG SR
 DH8731'1330 FOR 0.8 MI (1.3 KM) TO THE STATION BEHIND THE DITCH, OR ABOUT 0.3
 DH8731'MI (0.5 KM) EAST OF GREENE COUNTY MIDDLE SCHOOL. MARK IS ABOUT LEVEL
 DH8731'WITH THE CENTERLINE OF SR 1330 AND RECESSED 4 INCHES BELOW THE GROUND.
 DH8731'LOCATED 21.9 FT (6.7 M) NORTH OF THE CENTERLINE OF SR 1330, 191 FT
 DH8731'(58.2 M) WEST OF A GRAVEL DRIVEWAY LEADING NORTH TO A MOBILE HOME,
 DH8731'96.4 FT (29.4 M) NORTHEAST OF A RAILROAD RAIL, IN THE SHOULDER,
 DH8731'PROJECTING 3-FEET, ACROSS THE ROAD, AND 12.7 FT (3.9 M) SOUTHWEST OF A
 DH8731'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5571 ***********************************************************************
 AA5571  DESIGNATION -  BUSBEE
 AA5571  PID         -  AA5571
 AA5571  STATE/COUNTY-  NC/BUNCOMBE
 AA5571  USGS QUAD   -  ASHEVILLE (1991)
 AA5571
 AA5571                         *CURRENT SURVEY CONTROL
 AA5571  ___________________________________________________________________
 AA5571* NAD 83(2007)-  35 30 10.89467(N)    082 31 26.20626(W)     ADJUSTED  
 AA5571* NAVD 88     -       679.9    (meters)    2231.     (feet)  GPS OBS   
 AA5571  ___________________________________________________________________
 AA5571  EPOCH DATE  -        2002.00
 AA5571  X           -     676,418.194 (meters)                     COMP
 AA5571  Y           -  -5,154,552.454 (meters)                     COMP
 AA5571  Z           -   3,683,818.751 (meters)                     COMP
 AA5571  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AA5571  ELLIP HEIGHT-         649.896 (meters)          (02/10/07) ADJUSTED
 AA5571  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AA5571
 AA5571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5571  Type    PID    Designation                      North   East  Ellip
 AA5571  -------------------------------------------------------------------
 AA5571  NETWORK AA5571 BUSBEE                            0.41   0.31   0.88
 AA5571  -------------------------------------------------------------------
 AA5571
 AA5571.The horizontal coordinates were established by GPS observations
 AA5571.and adjusted by the National Geodetic Survey in February 2007.
 AA5571
 AA5571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5571.The horizontal coordinates are valid at the epoch date displayed above.
 AA5571.The epoch date for horizontal control is a decimal equivalence
 AA5571.of Year/Month/Day.
 AA5571
 AA5571.The orthometric height was determined by GPS observations and a
 AA5571.high-resolution geoid model.
 AA5571
 AA5571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5571
 AA5571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5571
 AA5571.The ellipsoidal height was determined by GPS observations
 AA5571.and is referenced to NAD 83.
 AA5571
 AA5571.The geoid height was determined by GEOID03.
 AA5571
 AA5571;                    North         East     Units Scale Factor Converg.
 AA5571;SPC NC       -   200,137.471   289,992.526   MT  0.99988217   -2 02 02.1
 AA5571;SPC NC       -   656,617.69    951,417.15   sFT  0.99988217   -2 02 02.1
 AA5571;UTM  17      - 3,929,896.687   361,788.430   MT  0.99983540   -0 53 06.6
 AA5571
 AA5571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5571!SPC NC       -   0.99989800  x   0.99988217  =   0.99978019
 AA5571!UTM  17      -   0.99989800  x   0.99983540  =   0.99973342
 AA5571
 AA5571                          SUPERSEDED SURVEY CONTROL
 AA5571
 AA5571  NAD 83(2001)-  35 30 10.89480(N)    082 31 26.20630(W) AD(       ) 1
 AA5571  ELLIP H (03/13/03)  649.901  (m)                       GP(       ) 4 2
 AA5571  NAD 83(1995)-  35 30 10.89858(N)    082 31 26.20602(W) AD(       ) 1
 AA5571  NAD 83(1986)-  35 30 10.90153(N)    082 31 26.20606(W) AD(       ) 1
 AA5571  NGVD 29 (09/30/94)  679.8    (m)         2230.     (f) GPS OBS     3  
 AA5571
 AA5571.Superseded values are not recommended for survey control.
 AA5571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5571.See file dsdata.txt to determine how the superseded data were derived.
 AA5571
 AA5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6178829897(NAD 83)
 AA5571_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5571_SP_SET: CONCRETE POST
 AA5571_STAMPING: BUSBEE 1991
 AA5571_MARK LOGO: NCGS  
 AA5571_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5571+STABILITY: SURFACE MOTION
 AA5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5571+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 AA5571
 AA5571  HISTORY     - Date     Condition        Report By
 AA5571  HISTORY     - 1991     MONUMENTED       NCGS
 AA5571  HISTORY     - 19990416 GOOD             NCGS
 AA5571  HISTORY     - 20011031 GOOD             NCGS
 AA5571  HISTORY     - 20060321 GOOD             USPSQD
 AA5571  HISTORY     - 20080915 GOOD             EDHOLM
 AA5571
 AA5571                          STATION DESCRIPTION
 AA5571
 AA5571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5571'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTH OF SKYLAND AND 6.6 MI
 AA5571'(10.6 KM) SOUTH-SOUTHEAST OF ASHEVILLE. ALONG US 25 (HENDERSONVILLE
 AA5571'HIGHWAY) FOR 1.35 MI (2.17 KM) NORTH FROM NC 146 (IN SKYLAND), OR 1.5
 AA5571'MI (2.4 KM) SOUTH OF THE BLUE RIDGE PARKWAY OVERPASS, BETWEEN RENTAL
 AA5571'UNIFORM SERVICE AND TIP TOP PHOTO. MARK IS ABOUT LEVEL WITH HIGHWAY
 AA5571'AND FLUSH WITH GROUND.  LOCATED 41.7 FT (12.7 M) WEST-SOUTHWEST OF THE
 AA5571'CENTERLINE OF THE HIGHWAY, 39.3 FT (12.0 M) SOUTH-SOUTHEAST OF THE
 AA5571'CENTERLINE OF AN ASPHALT DRIVE (TO RENTAL UNIFORM SERVICE), 85.4 FT
 AA5571'(26.0 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF BUILDING AT 1835
 AA5571'HENDERSONVILLE ROAD (TIP TOP PHOTO)--AND 32.0 FT (9.8 M)
 AA5571'NORTH-NORTHEAST OF A UTILITY SERVICE POLE, 65.5 FT (20.0 M)
 AA5571'SOUTH-SOUTHEAST OF A TELEPHONE POLE WITH LIGHT--BOTH WITH REFERENCE
 AA5571'TAGS.
 AA5571
 AA5571                          STATION RECOVERY (1999)
 AA5571
 AA5571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 AA5571'RECOVERED AS DESCRIBED.
 AA5571
 AA5571                          STATION RECOVERY (2001)
 AA5571
 AA5571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 AA5571'RECOVERED AS DESCRIBED.
 AA5571
 AA5571                          STATION RECOVERY (2006)
 AA5571
 AA5571'RECOVERY NOTE BY US POWER SQUADRON 2006
 AA5571'RECOVERED IN GOOD CONDITION.
 AA5571
 AA5571                          STATION RECOVERY (2008)
 AA5571
 AA5571'RECOVERY NOTE BY ED HOLMES SURVEYING 2008 (JAN)
 AA5571'RENTAL UNIFORM SERVICE AND TIP TOP PHOTO BUILDINGS ARE GONE.  A
 AA5571'WALGREENS HAS BEEN BUILT AT 1835 HENDERSONVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5572 ***********************************************************************
 AA5572  DESIGNATION -  BUSBEE AZ MK
 AA5572  PID         -  AA5572
 AA5572  STATE/COUNTY-  NC/BUNCOMBE
 AA5572  USGS QUAD   -  ASHEVILLE (1991)
 AA5572
 AA5572                         *CURRENT SURVEY CONTROL
 AA5572  ___________________________________________________________________
 AA5572* NAD 83(2001)-  35 30 40.12340(N)    082 31 36.42982(W)     NO CHECK  
 AA5572* NAVD 88     -       680.     (meters)    2231.     (feet)  VERT ANG  
 AA5572  ___________________________________________________________________
 AA5572  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AA5572  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AA5572  HORZ ORDER  -  SECOND
 AA5572
 AA5572.The horizontal coordinates were established by classical geodetic methods
 AA5572.and adjusted by the National Geodetic Survey in August 2005.
 AA5572.No horizontal observational check was made to the station.
 AA5572
 AA5572.The orthometric height was determined by vertical angle observations.
 AA5572.No vertical observational check was made to the station.
 AA5572
 AA5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5572
 AA5572.The geoid height was determined by GEOID03.
 AA5572
 AA5572;                    North         East     Units Scale Factor Converg.
 AA5572;SPC NC       -   201,046.756   289,767.061   MT  0.99988280   -2 02 08.0
 AA5572;SPC NC       -   659,600.90    950,677.43   sFT  0.99988280   -2 02 08.0
 AA5572;UTM  17      - 3,930,801.227   361,544.794   MT  0.99983623   -0 53 13.2
 AA5572
 AA5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5572!SPC NC       -   0.99989791  x   0.99988280  =   0.99978072
 AA5572!UTM  17      -   0.99989791  x   0.99983623  =   0.99973415
 AA5572
 AA5572                          SUPERSEDED SURVEY CONTROL
 AA5572
 AA5572  NAD 83(1995)-  35 30 40.12717(N)    082 31 36.42958(W) AD(       ) 2
 AA5572  NAD 83(1986)-  35 30 40.13025(N)    082 31 36.42903(W) AD(       ) 2
 AA5572  NGVD 29 (03/11/98)  680.     (m)         2231.     (f) VERT ANG    3  
 AA5572
 AA5572.Superseded values are not recommended for survey control.
 AA5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5572.See file dsdata.txt to determine how the superseded data were derived.
 AA5572
 AA5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6154530801(NAD 83)
 AA5572_MARKER: DZ = AZIMUTH MARK DISK
 AA5572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5572_SP_SET: CONCRETE POST
 AA5572_STAMPING: BUSBEE 1991
 AA5572_MARK LOGO: NCGS  
 AA5572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5572+STABILITY: SURFACE MOTION
 AA5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5572+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AA5572
 AA5572  HISTORY     - Date     Condition        Report By
 AA5572  HISTORY     - 1991     MONUMENTED       NCGS
 AA5572  HISTORY     - 20060105 GOOD             INDIV
 AA5572
 AA5572                          STATION DESCRIPTION
 AA5572
 AA5572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5572'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTH OF SKYLAND AND 6.0 MI
 AA5572'(9.7 KM) SOUTH-SOUTHEAST OF ASHEVILLE. ALONG US 25 (HENDERSONVILLE
 AA5572'HIGHWAY) FOR 0.55 MI (0.89 KM) SOUTH FROM BLUE RIDGE PARKWAY OVERPASS,
 AA5572'OR 0.6 MI (1.0 KM) NORTH OF STATION BUSBEE, AT PULL OFF AREA AND
 AA5572'UTILITY MANHOLE. MARK IS ABOUT LEVEL WITH HIGHWAY AND FLUSH WITH
 AA5572'GROUND.  LOCATED 58.9 FT (18.0 M) WEST OF THE CENTERLINE OF THE
 AA5572'HIGHWAY, 22.0 FT (6.7 M) NORTHWEST OF UTILITY MANHOLE, 103.3 FT (31.5
 AA5572'M) SOUTH-SOUTHEAST OF A TELEPHONE TRANSFORMER, AND 41.5 FT (12.6 M)
 AA5572'SOUTH OF A UTILITY POLE WITH A REFERENCE TAG.
 AA5572
 AA5572                          STATION RECOVERY (2006)
 AA5572
 AA5572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KL)
 AA5572'THIS LOCATION IS NOT TOO GOOD FOR GPS.  I GOT ONLY 71 PERCENT OBS.
 AA5572'USED BACK FROM OPUS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4058 ***********************************************************************
 AH4058  DESIGNATION -  BUSBY
 AH4058  PID         -  AH4058
 AH4058  STATE/COUNTY-  NC/SURRY
 AH4058  USGS QUAD   -  COPELAND (1994)
 AH4058
 AH4058                         *CURRENT SURVEY CONTROL
 AH4058  ___________________________________________________________________
 AH4058* NAD 83(2001)-  36 22 26.17394(N)    080 42 36.19472(W)     ADJUSTED  
 AH4058* NAVD 88     -       358.9    (meters)    1177.     (feet)  VERTCON   
 AH4058  ___________________________________________________________________
 AH4058  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AH4058  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AH4058  HORZ ORDER  -  SECOND
 AH4058
 AH4058.The horizontal coordinates were established by classical geodetic methods
 AH4058.and adjusted by the National Geodetic Survey in August 2005.
 AH4058
 AH4058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4058
 AH4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4058
 AH4058.The geoid height was determined by GEOID03.
 AH4058
 AH4058;                    North         East     Units Scale Factor Converg.
 AH4058;SPC NC       -   292,415.791   456,145.317   MT  1.00006445   -0 59 13.2
 AH4058;SPC NC       -   959,367.47  1,496,536.76   sFT  1.00006445   -0 59 13.2
 AH4058;UTM  17      - 4,025,463.880   526,008.244   MT  0.99960833   +0 10 19.0
 AH4058
 AH4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4058!SPC NC       -   0.99994891  x   1.00006445  =   1.00001336
 AH4058!UTM  17      -   0.99994891  x   0.99960833  =   0.99955726
 AH4058
 AH4058                          SUPERSEDED SURVEY CONTROL
 AH4058
 AH4058  NAD 83(1986)-  36 22 26.18166(N)    080 42 36.20093(W) AD(       ) 2
 AH4058  NGVD 29 (12/22/97)  359.1    (m)         1178.     (f) VERT ANG    3  
 AH4058
 AH4058.Superseded values are not recommended for survey control.
 AH4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4058.See file dsdata.txt to determine how the superseded data were derived.
 AH4058
 AH4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2600825464(NAD 83)
 AH4058_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4058_STAMPING: BUSBY 1986
 AH4058_MARK LOGO: NCGS  
 AH4058_PROJECTION: FLUSH
 AH4058_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4058+STABILITY: SURFACE MOTION
 AH4058
 AH4058  HISTORY     - Date     Condition        Report By
 AH4058  HISTORY     - 1986     MONUMENTED       NCGS
 AH4058
 AH4058                          STATION DESCRIPTION
 AH4058
 AH4058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4058'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH-SOUTHEAST OF DOBSON.
 AH4058'AT THE SOUTH JUNCTION OF US 601 BUS. WITH US 601 BYPASS, SOUTHWEST OF
 AH4058'THE INTERSECTION, ON TOP OF BANK. MARK IS FLUSH WITH GROUND AND ABOUT
 AH4058'3-FEET HIGHER THAN THE HIGHWAY. LOCATED 18.1 M (59.4 FT) WEST OF THE
 AH4058'CENTERLINE OF HIGHWAY TRAFFIC ISLAND, 17.4 M (57.1 FT) SOUTHWEST OF
 AH4058'THE SOUTHERN POINT OF A TRIANGULAR CONCRETE TRAFFIC ISLAND, 30.8 M
 AH4058'(101.0 FT) SOUTH OF THE WEST POINT OF THE ISLAND, AND 0.3 M (1.0 FT)
 AH4058'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3209 ***********************************************************************
 EZ3209  DESIGNATION -  BUSDEPOT
 EZ3209  PID         -  EZ3209
 EZ3209  STATE/COUNTY-  NC/MONTGOMERY
 EZ3209  USGS QUAD   -  TROY (1994)
 EZ3209
 EZ3209                         *CURRENT SURVEY CONTROL
 EZ3209  ___________________________________________________________________
 EZ3209* NAD 83(2001)-  35 21 35.40076(N)    079 53 36.64944(W)     ADJUSTED  
 EZ3209* NAVD 88     -       197.824  (meters)     649.03   (feet)  ADJUSTED  
 EZ3209  ___________________________________________________________________
 EZ3209  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EZ3209  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 EZ3209  DYNAMIC HT  -         197.647 (meters)     648.45  (feet)  COMP
 EZ3209  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 EZ3209
 EZ3209  HORZ ORDER  -  SECOND
 EZ3209  VERT ORDER  -  SECOND    CLASS II
 EZ3209
 EZ3209.The horizontal coordinates were established by classical geodetic methods
 EZ3209.and adjusted by the National Geodetic Survey in August 2005.
 EZ3209
 EZ3209.The orthometric height was determined by differential leveling
 EZ3209.and adjusted in June 1991.
 EZ3209
 EZ3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3209
 EZ3209.The geoid height was determined by GEOID03.
 EZ3209
 EZ3209.The dynamic height is computed by dividing the NAVD 88
 EZ3209.geopotential number by the normal gravity value computed on the
 EZ3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3209.degrees latitude (g = 980.6199 gals.).
 EZ3209
 EZ3209.The modeled gravity was interpolated from observed gravity values.
 EZ3209
 EZ3209;                    North         East     Units Scale Factor Converg.
 EZ3209;SPC NC       -   178,944.398   528,403.973   MT  0.99987436   -0 30 56.6
 EZ3209;SPC NC       -   587,086.75  1,733,605.37   sFT  0.99987436   -0 30 56.6
 EZ3209;UTM  17      - 3,913,510.205   600,526.780   MT  0.99972454   +0 38 25.4
 EZ3209
 EZ3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3209!SPC NC       -   0.99997374  x   0.99987436  =   0.99984810
 EZ3209!UTM  17      -   0.99997374  x   0.99972454  =   0.99969828
 EZ3209
 EZ3209                          SUPERSEDED SURVEY CONTROL
 EZ3209
 EZ3209  NAD 83(1986)-  35 21 35.40852(N)    079 53 36.66053(W) AD(       ) 2
 EZ3209  NGVD 29 (02/14/91)  198.06   (m)          649.8    (f) LEVELING    3  
 EZ3209
 EZ3209.Superseded values are not recommended for survey control.
 EZ3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3209.See file dsdata.txt to determine how the superseded data were derived.
 EZ3209
 EZ3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0052713510(NAD 83)
 EZ3209_MARKER: DE = TRAVERSE STATION DISK
 EZ3209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ3209_SP_SET: CONCRETE SIDEWALK
 EZ3209_STAMPING: BUSDEPOT 1981
 EZ3209_MARK LOGO: NCGS  
 EZ3209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3209
 EZ3209  HISTORY     - Date     Condition        Report By
 EZ3209  HISTORY     - 1981     MONUMENTED       NCGS
 EZ3209  HISTORY     - 1981     GOOD             NCGS
 EZ3209
 EZ3209                          STATION DESCRIPTION
 EZ3209
 EZ3209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3209'THE STATION IS LOCATED IN TROY , 0.1 MILE NORTH ALONG NC 134 FROM THE
 EZ3209'INTERSECTION WITH NC 24-NC 27, IN THE EAST SIDEWALK AT THE NORTHWEST
 EZ3209'CORNER OF THE TEXACO SERVICE STATION PROPERTY.
 EZ3209'
 EZ3209'STATION MARK IS A STANDARD DISK STAMPED---BUSDEPOT 1981---SET IN A
 EZ3209'DRILL HOLE ABOUT LEVEL WITH HIGHWAY. MARK IS 9.5 FEET EAST OF EAST
 EZ3209'CURB, 4.0 FEET SOUTH OF CENTER OF WEST END OF STONE WALKWAY, 3.3 FEET
 EZ3209'NORTHWEST OF 30 INCH CHINABERRY WITH REFERENCE TAG, 44.5 FEET SOUTH OF
 EZ3209'POWER POLE WITH REFERENCE TAG AND 57.3 FEET NORTH-NORTHEAST OF POWER
 EZ3209'POLE WITH REFERENCE TAG.
 EZ3209
 EZ3209                          STATION RECOVERY (1981)
 EZ3209
 EZ3209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3209'IN TROY.
 EZ3209'0.1 MILE NORTH ALONG NC 134 FROM THE INTERSECTION WITH NC 24-NC 27,
 EZ3209'IN THE EAST SIDEWALK AT THE NORTHWEST CORNER OF TEXACO SERVICE
 EZ3209'STATION PROPERTY, 9.5 FEET EAST OF EAST CURB, 4.0 FEET SOUTH OF
 EZ3209'CENTER OF WEST END OF STONE WALKWAY, 3.3 FEET NORTHWEST OF 30 INCH
 EZ3209'CHINABERRY AND 44.5 FEET SOUTH OF POWER POLE AND 57.3 FEET
 EZ3209'NORTH-NORTHEAST OF POWER POLE ALL WITH REFERENCE TAGS.
 EZ3209'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2350 ***********************************************************************
 FY2350  DESIGNATION -  BUSH
 FY2350  PID         -  FY2350
 FY2350  STATE/COUNTY-  NC/CASWELL
 FY2350  USGS QUAD   -  LEASBURG (1968)
 FY2350
 FY2350                         *CURRENT SURVEY CONTROL
 FY2350  ___________________________________________________________________
 FY2350* NAD 83(2001)-  36 24 13.63871(N)    079 14 15.31917(W)     ADJUSTED  
 FY2350* NAVD 88     -       152.904  (meters)     501.65   (feet)  ADJUSTED  
 FY2350  ___________________________________________________________________
 FY2350  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 FY2350  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 FY2350  DYNAMIC HT  -         152.783 (meters)     501.26  (feet)  COMP
 FY2350  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 FY2350
 FY2350  HORZ ORDER  -  SECOND
 FY2350  VERT ORDER  -  FIRST     CLASS II
 FY2350
 FY2350.The horizontal coordinates were established by classical geodetic methods
 FY2350.and adjusted by the National Geodetic Survey in August 2005.
 FY2350
 FY2350.The orthometric height was determined by differential leveling
 FY2350.and adjusted in June 1991.
 FY2350
 FY2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2350
 FY2350.The geoid height was determined by GEOID03.
 FY2350
 FY2350.The dynamic height is computed by dividing the NAVD 88
 FY2350.geopotential number by the normal gravity value computed on the
 FY2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2350.degrees latitude (g = 980.6199 gals.).
 FY2350
 FY2350.The modeled gravity was interpolated from observed gravity values.
 FY2350
 FY2350;                    North         East     Units Scale Factor Converg.
 FY2350;SPC NC       -   294,432.247   588,287.513   MT  1.00007482   -0 08 13.7
 FY2350;SPC NC       -   965,983.13  1,930,073.28   sFT  1.00007482   -0 08 13.7
 FY2350;UTM  17      - 4,030,178.761   658,035.689   MT  0.99990772   +1 02 46.2
 FY2350
 FY2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2350!SPC NC       -   0.99998088  x   1.00007482  =   1.00005570
 FY2350!UTM  17      -   0.99998088  x   0.99990772  =   0.99988860
 FY2350
 FY2350                          SUPERSEDED SURVEY CONTROL
 FY2350
 FY2350  NAD 83(1993)-  36 24 13.63960(N)    079 14 15.32212(W) AD(       ) 2
 FY2350  NAD 83(1986)-  36 24 13.64314(N)    079 14 15.32455(W) AD(       ) 2
 FY2350  NGVD 29 (03/05/92)  153.133  (m)          502.40   (f) ADJUSTED    1 2
 FY2350
 FY2350.Superseded values are not recommended for survey control.
 FY2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2350.See file dsdata.txt to determine how the superseded data were derived.
 FY2350
 FY2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5803630179(NAD 83)
 FY2350_MARKER: DE = TRAVERSE STATION DISK
 FY2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2350_SP_SET: CONCRETE POST
 FY2350_STAMPING: BUSH 1982
 FY2350_MARK LOGO: NCGS  
 FY2350_PROJECTION: FLUSH
 FY2350_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2350+STABILITY: SURFACE MOTION
 FY2350
 FY2350  HISTORY     - Date     Condition        Report By
 FY2350  HISTORY     - 1982     MONUMENTED       NCGS
 FY2350  HISTORY     - 1982     GOOD             NCGS
 FY2350  HISTORY     - 1985     GOOD             USPSQD
 FY2350  HISTORY     - 19960225 GOOD             GEOMET
 FY2350
 FY2350                          STATION DESCRIPTION
 FY2350
 FY2350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2350'4.4 MI WEST FROM LEASBURG.
 FY2350'ALONG US 158, 1.35 MILES WEST OF THE NC 119 CROSSROADS, OR 2.45
 FY2350'MILES NORTHEAST OF NC 86 AT DRIVEWAY TO WHITE FRAME (E. BUSH)
 FY2350'RESIDENCE, 22.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 21.0 FEET
 FY2350'SOUTHWEST OF CENTERLINE OF DRIVEWAY, 115.0 FEET WEST OF NORTHWEST
 FY2350'CORNER OF HOUSE, 3.8 FEET NORTH-NORTHWEST OF TELEPHONE POLE (HL 148),
 FY2350'AND 75.4 FEET SOUTHEAST OF 30 INCH OAK BOTH WITH REFERENCE TAGS.
 FY2350'THE MARK IS 1 FT BELOW HIGHWAY.
 FY2350
 FY2350                          STATION RECOVERY (1985)
 FY2350
 FY2350'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2350'RECOVERED IN GOOD CONDITION.
 FY2350
 FY2350                          STATION RECOVERY (1996)
 FY2350
 FY2350'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1996 (LSW)
 FY2350'10 FT (3.0 M) X 10 FT (3.0 M) , 24 INCH MAT.  DISK 1 INCH BELOW
 FY2350'SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2723 ***********************************************************************
 FX2723  DESIGNATION -  BUSH
 FX2723  PID         -  FX2723
 FX2723  STATE/COUNTY-  NC/GATES
 FX2723  USGS QUAD   -  MERCHANTS MILLPOND (1981)
 FX2723
 FX2723                         *CURRENT SURVEY CONTROL
 FX2723  ___________________________________________________________________
 FX2723* NAD 83(2001)-  36 26 00.86651(N)    076 44 46.74755(W)     ADJUSTED  
 FX2723* NAVD 88     -        10.165  (meters)      33.35   (feet)  ADJUSTED  
 FX2723  ___________________________________________________________________
 FX2723  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 FX2723  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 FX2723  DYNAMIC HT  -          10.157 (meters)      33.32  (feet)  COMP
 FX2723  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 FX2723
 FX2723  HORZ ORDER  -  SECOND
 FX2723  VERT ORDER  -  SECOND    CLASS II
 FX2723
 FX2723.The horizontal coordinates were established by classical geodetic methods
 FX2723.and adjusted by the National Geodetic Survey in August 2005.
 FX2723
 FX2723.The orthometric height was determined by differential leveling
 FX2723.and adjusted in June 1991.
 FX2723
 FX2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2723
 FX2723.The geoid height was determined by GEOID03.
 FX2723
 FX2723.The dynamic height is computed by dividing the NAVD 88
 FX2723.geopotential number by the normal gravity value computed on the
 FX2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2723.degrees latitude (g = 980.6199 gals.).
 FX2723
 FX2723.The modeled gravity was interpolated from observed gravity values.
 FX2723
 FX2723;                    North         East     Units Scale Factor Converg.
 FX2723;SPC NC       -   300,006.190   811,683.234   MT  1.00008544   +1 18 02.7
 FX2723;SPC NC       -   984,270.31  2,662,997.41   sFT  1.00008544   +1 18 02.7
 FX2723;UTM  18      - 4,033,456.864   343,467.279   MT  0.99990189   -1 02 14.4
 FX2723
 FX2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2723!SPC NC       -   1.00000406  x   1.00008544  =   1.00008950
 FX2723!UTM  18      -   1.00000406  x   0.99990189  =   0.99990595
 FX2723
 FX2723                          SUPERSEDED SURVEY CONTROL
 FX2723
 FX2723  NAD 83(1993)-  36 26 00.86625(N)    076 44 46.75198(W) AD(       ) 2
 FX2723  NAD 83(1986)-  36 26 00.87788(N)    076 44 46.76516(W) AD(       ) 2
 FX2723  NGVD 29 (01/18/91)   10.55   (m)           34.6    (f) LEVELING    3  
 FX2723
 FX2723.Superseded values are not recommended for survey control.
 FX2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2723.See file dsdata.txt to determine how the superseded data were derived.
 FX2723
 FX2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4346733457(NAD 83)
 FX2723_MARKER: DE = TRAVERSE STATION DISK
 FX2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2723_SP_SET: CONCRETE POST
 FX2723_STAMPING: BUSH 1980
 FX2723_MARK LOGO: NCGS  
 FX2723_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2723_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2723+STABILITY: SURFACE MOTION
 FX2723
 FX2723  HISTORY     - Date     Condition        Report By
 FX2723  HISTORY     - 1980     MONUMENTED       NCGS
 FX2723  HISTORY     - 1981     GOOD             NCGS
 FX2723  HISTORY     - 19970413 GOOD             USPSQD
 FX2723
 FX2723                          STATION DESCRIPTION
 FX2723
 FX2723'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2723'STATION IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF GATESVILLE AND
 FX2723'4.1 MILES EAST-SOUTHEAST OF RODUCO.
 FX2723'
 FX2723'TO REACH STATION FROM INTERSECTION OF US 158 BYPASS WITH NC 37 AT
 FX2723'ELEANORS CROSSROADS, PROCEED EAST ALONG US 158 BYPASS FOR 0.7 MILE TO
 FX2723'STATION ON RIGHT IN EDGE OF WOODS AND 0.95 MILE WEST OF US 158
 FX2723'BUSINESS.
 FX2723'
 FX2723'STATION MARK IS A STANDARD DISK STAMPED---BUSH 1980---SET IN TOP OF A
 FX2723'10 INCH CONCRETE CYLINDER, 3 INCHES ABOVE GROUND SURFACE.  MARK IS
 FX2723'53.7 FEET SOUTH OF CENTERLINE OF HIGHWAY, 2.4 FEET NORTH OF A WITNESS
 FX2723'POST, 7.8 FEET NORTHWEST OF A 6 INCH PINE WITH REFERENCE TAG, 7.2 FEET
 FX2723'NORTH-NORTHEAST OF A 4 INCH OAK WITH REFERENCE TAG, 6.0 FEET EAST
 FX2723'NORTHEAST OF A 4 INCH OAK WITH REFERENCE TAG AND 185.0 FEET WEST OF
 FX2723'WEST END OF A HEADWALL.
 FX2723
 FX2723                          STATION RECOVERY (1981)
 FX2723
 FX2723'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FX2723'2.1 MI NORTH FROM GATESVILLE.
 FX2723'0.7 MILE EAST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 37 AT
 FX2723'ELEANORS CROSSROADS, IN EDGE OF WOODS, AND 0.95 MILE WEST OF INTER-
 FX2723'SECTION WITH U.S. 158 BUSINESS. 53.7 FEET SOUTH OF CENTERLINE OF
 FX2723'HIGHWAY, 6.0 FEET EAST-NORTHEAST OF 4 INCH OAK WITH REFERENCE TAG,
 FX2723'7.2 FEET NORTH-NORTHEAST OF 4 INCH OAK WITH REFERENCE TAG, 7.8 FEET
 FX2723'NORTHWEST OF 6 INCH PINE WITH REFERENCE TAG AND 185.0 FEET WEST OF
 FX2723'WEST END OF CONCRETE HEADWALL.
 FX2723'THE MARK IS 2.4 FT  N FROM A WITNESS POST.
 FX2723'THE MARK IS 2 FT BELOW HIGHWAY.
 FX2723
 FX2723                          STATION RECOVERY (1997)
 FX2723
 FX2723'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2225 ***********************************************************************
 FY2225  DESIGNATION -  BUSH
 FY2225  PID         -  FY2225
 FY2225  STATE/COUNTY-  NC/ORANGE
 FY2225  USGS QUAD   -  CALDWELL (1968)
 FY2225
 FY2225                         *CURRENT SURVEY CONTROL
 FY2225  ___________________________________________________________________
 FY2225* NAD 83(2001)-  36 09 45.18085(N)    079 03 25.94167(W)     ADJUSTED  
 FY2225* NAVD 88     -       180.671  (meters)     592.75   (feet)  ADJUSTED  
 FY2225  ___________________________________________________________________
 FY2225  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 FY2225  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 FY2225  DYNAMIC HT  -         180.527 (meters)     592.28  (feet)  COMP
 FY2225  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 FY2225
 FY2225  HORZ ORDER  -  SECOND
 FY2225  VERT ORDER  -  SECOND    CLASS II
 FY2225
 FY2225.The horizontal coordinates were established by classical geodetic methods
 FY2225.and adjusted by the National Geodetic Survey in August 2005.
 FY2225
 FY2225.The orthometric height was determined by differential leveling
 FY2225.and adjusted in June 1991.
 FY2225
 FY2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2225
 FY2225.The geoid height was determined by GEOID03.
 FY2225
 FY2225.The dynamic height is computed by dividing the NAVD 88
 FY2225.geopotential number by the normal gravity value computed on the
 FY2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2225.degrees latitude (g = 980.6199 gals.).
 FY2225
 FY2225.The modeled gravity was interpolated from observed gravity values.
 FY2225
 FY2225;                    North         East     Units Scale Factor Converg.
 FY2225;SPC NC       -   267,638.450   604,453.926   MT  0.99999885   -0 01 58.9
 FY2225;SPC NC       -   878,077.15  1,983,112.59   sFT  0.99999885   -0 01 58.9
 FY2225;UTM  17      - 4,003,726.520   674,749.620   MT  0.99997627   +1 08 48.1
 FY2225
 FY2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2225!SPC NC       -   0.99997645  x   0.99999885  =   0.99997530
 FY2225!UTM  17      -   0.99997645  x   0.99997627  =   0.99995272
 FY2225
 FY2225                          SUPERSEDED SURVEY CONTROL
 FY2225
 FY2225  NAD 83(1993)-  36 09 45.18235(N)    079 03 25.94983(W) AD(       ) 2
 FY2225  NAD 83(1986)-  36 09 45.18262(N)    079 03 25.95179(W) AD(       ) 2
 FY2225  NGVD 29 (03/05/92)  180.911  (m)          593.54   (f) ADJUSTED    2 2
 FY2225
 FY2225.Superseded values are not recommended for survey control.
 FY2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2225.See file dsdata.txt to determine how the superseded data were derived.
 FY2225
 FY2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7475003727(NAD 83)
 FY2225_MARKER: DE = TRAVERSE STATION DISK
 FY2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2225_SP_SET: CONCRETE POST
 FY2225_STAMPING: BUSH 1981
 FY2225_MARK LOGO: NCGS  
 FY2225_PROJECTION: PROJECTING 3 CENTIMETERS
 FY2225_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2225+STABILITY: SURFACE MOTION
 FY2225
 FY2225  HISTORY     - Date     Condition        Report By
 FY2225  HISTORY     - 1981     MONUMENTED       NCGS
 FY2225  HISTORY     - 1981     GOOD             NCGS
 FY2225  HISTORY     - 1988     GOOD             USPSQD
 FY2225
 FY2225                          STATION DESCRIPTION
 FY2225
 FY2225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH)
 FY2225'STATION IS LOCATED ABOUT 6.2 MILES EAST OF CEDAR GROVE AND
 FY2225'6.6 MILES NORTH-NORTHEAST OF HILLSBOROUGH.
 FY2225'
 FY2225'ALONG NC 57, 5.7 MILES NORTHEAST FROM NC 86 INTERSECTION (NORTH OF
 FY2225'HILLSBOROUGH) OR 2.5 MILES SOUTHWEST OF SR 1003 (AT CALDELL), ON
 FY2225'BANK ON NORTHWEST SIDE OF HIGHWYAY.
 FY2225'
 FY2225'THE STATION MARK IS A STANDARD NCGS DISK
 FY2225'STAMPED---BUSH 1981---,
 FY2225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY2225'25 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 FY2225'8.9 METERS (29.4 FT) WEST-NORTHWEST FROM THE CENTERLINE OF HIGHWAY,
 FY2225'2.4 METERS (8.0 FT) SOUTHEAST FROM A WIRE FENCE AND--
 FY2225'4.6 METERS (15.3 FT) SOUTH FRON A 5 INCH GUM,
 FY2225'2.9 METERS (9.5 FT) EAST-SOUTHEAST FROM A 5 INCH CEDAR AND
 FY2225'4.0 METERS (13.2 FT) NORTHEAST FROM A 3 INCH TWIN PINE--ALL WITH
 FY2225'REFERENCE TAG.
 FY2225'
 FY2225'MARK IS A BENCH MARK.
 FY2225
 FY2225                          STATION RECOVERY (1981)
 FY2225
 FY2225'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2225'6.2 MI EAST FROM CEDAR GROVE.
 FY2225'ALONG NC 57, 5.7 MILES NORTHEAST OF THE JUNCTION WITH NC 86 NORTH
 FY2225'OF HILLSBOROUGH, OR 2.5 MILES SOUTHWEST OF THE NC 157, SR 1003
 FY2225'CROSSROADS AT CALDWELL, ON BANK ON NORTHWEST SIDE OF HIGHWAY, 29.4
 FY2225'FEET WEST-NORTHWEST OF HIGHWAY, 15.3 FEET SOUTH OF 5 INCH GUM WITH
 FY2225'REFERENCE TAG, 9.5 FEET EAST-SOUTHEAST OF 5 INCH CEDAR WITH REFERENCE
 FY2225'TAG, 8.0 FEET SOUTHEAST OF WIRE FENCE AND 13.2 FEET NORTHEAST OF 3
 FY2225'INCH TWIN PINE WITH REFERENCE TAG.
 FY2225
 FY2225                          STATION RECOVERY (1988)
 FY2225
 FY2225'RECOVERY NOTE BY US POWER SQUADRON 1988 (WKB)
 FY2225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2019 ***********************************************************************
 FA2019  DESIGNATION -  BUSH
 FA2019  PID         -  FA2019
 FA2019  STATE/COUNTY-  NC/ANSON
 FA2019  USGS QUAD   -  POLKTON (1970)
 FA2019
 FA2019                         *CURRENT SURVEY CONTROL
 FA2019  ___________________________________________________________________
 FA2019* NAD 83(2001)-  35 02 23.45015(N)    080 11 10.67426(W)     ADJUSTED  
 FA2019* NAVD 88     -       120.6    (meters)     396.     (feet)  VERTCON   
 FA2019  ___________________________________________________________________
 FA2019  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 FA2019  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 FA2019  HORZ ORDER  -  SECOND
 FA2019
 FA2019.The horizontal coordinates were established by classical geodetic methods
 FA2019.and adjusted by the National Geodetic Survey in August 2005.
 FA2019
 FA2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2019
 FA2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2019
 FA2019.The geoid height was determined by GEOID03.
 FA2019
 FA2019;                    North         East     Units Scale Factor Converg.
 FA2019;SPC NC       -   143,729.477   501,374.366   MT  0.99987939   -0 41 04.9
 FA2019;SPC NC       -   471,552.46  1,644,925.73   sFT  0.99987939   -0 41 04.9
 FA2019;UTM  17      - 3,877,764.578   574,216.461   MT  0.99966788   +0 28 01.9
 FA2019
 FA2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2019!SPC NC       -   0.99998586  x   0.99987939  =   0.99986525
 FA2019!UTM  17      -   0.99998586  x   0.99966788  =   0.99965374
 FA2019
 FA2019:                Primary Azimuth Mark                     Grid Az
 FA2019:SPC NC       -  GREEN                                    026 02 05.5
 FA2019:UTM  17      -  GREEN                                    024 52 58.7
 FA2019
 FA2019|---------------------------------------------------------------------|
 FA2019| PID    Reference Object                     Distance      Geod. Az  |
 FA2019|                                                           dddmmss.s |
 FA2019| FA2021 GREEN                               APPROX. 0.6 KM 0252100.6 |
 FA2019|---------------------------------------------------------------------|
 FA2019
 FA2019                          SUPERSEDED SURVEY CONTROL
 FA2019
 FA2019  NAD 83(1986)-  35 02 23.46209(N)    080 11 10.68540(W) AD(       ) 2
 FA2019  NAD 27      -  35 02 22.91511(N)    080 11 11.45382(W) AD(       ) 2
 FA2019  NGVD 29 (07/19/86)  120.9    (m)          397.     (f) VERT ANG    3  
 FA2019
 FA2019.Superseded values are not recommended for survey control.
 FA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2019.See file dsdata.txt to determine how the superseded data were derived.
 FA2019
 FA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU7421677765(NAD 83)
 FA2019_MARKER: DE = TRAVERSE STATION DISK
 FA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2019_STAMPING: BUSH 1970
 FA2019_MARK LOGO: NCGS  
 FA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2019+STABILITY: SURFACE MOTION
 FA2019
 FA2019  HISTORY     - Date     Condition        Report By
 FA2019  HISTORY     - 1970     MONUMENTED       NCGS
 FA2019  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA2019
 FA2019                          STATION DESCRIPTION
 FA2019
 FA2019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA2019'BUSH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2019'VICINITY OF WADESBORO, NORTH CAROLINA.
 FA2019'
 FA2019'BUSH IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF POLKTON AND 6.2
 FA2019'MILES SOUTHWEST OF ANSONVILLE.  TO REACH STATION PROCEED FROM THE
 FA2019'INTERSECTION OF NC 742 AND SR 1418, GO SOUTH ALONG SR 1418 FOR 1.15
 FA2019'MILES TO STATION ON EAST SIDE OF SR 1418.  STATION IS NORTHEAST OF
 FA2019'DIRT DRIVE TO A WHITE HOUSE, WEST OF A LONE PINE BY DRIVE, AND
 FA2019'0.4 MILE NORTH OF INTERSECTION OF SR 1418 AND SR 1431.
 FA2019'
 FA2019'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUSH
 FA2019'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2019'FLUSH WITH THE SURFACE OF THE GROUND.
 FA2019'
 FA2019'MARK IS
 FA2019'66.2 FEET SE OF C/L OF SR 1418.
 FA2019'7.3 FEET W OF ALUMINUM REF. TAG ON 12 INCH PINE TREE.
 FA2019'76.0 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FA2019'108.9 FEET SE OF ALUMINUM REF. TAG ON TP NO. 3265.
 FA2019'12.5 FEET NE OF C/L OF GRAVEL DRIVE.
 FA2019
 FA2019                          STATION RECOVERY (1987)
 FA2019
 FA2019'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 FA2019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2845 ***********************************************************************
 FB2845  DESIGNATION -  BUSH
 FB2845  PID         -  FB2845
 FB2845  STATE/COUNTY-  NC/POLK
 FB2845  USGS QUAD   -  LANDRUM (1987)
 FB2845
 FB2845                         *CURRENT SURVEY CONTROL
 FB2845  ___________________________________________________________________
 FB2845* NAD 83(2001)-  35 12 10.61473(N)    082 10 43.91144(W)     ADJUSTED  
 FB2845* NAVD 88     -       292.4    (meters)     959.     (feet)  VERTCON   
 FB2845  ___________________________________________________________________
 FB2845  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 FB2845  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB2845  HORZ ORDER  -  SECOND
 FB2845
 FB2845.The horizontal coordinates were established by classical geodetic methods
 FB2845.and adjusted by the National Geodetic Survey in August 2005.
 FB2845
 FB2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2845
 FB2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2845
 FB2845.The geoid height was determined by GEOID03.
 FB2845
 FB2845;                    North         East     Units Scale Factor Converg.
 FB2845;SPC NC       -   165,809.303   320,213.082   MT  0.99987295   -1 50 05.1
 FB2845;SPC NC       -   543,992.69  1,050,565.75   sFT  0.99987295   -1 50 05.1
 FB2845;UTM  17      - 3,896,186.115   392,690.402   MT  0.99974191   -0 40 46.7
 FB2845
 FB2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2845!SPC NC       -   0.99995908  x   0.99987295  =   0.99983204
 FB2845!UTM  17      -   0.99995908  x   0.99974191  =   0.99970100
 FB2845
 FB2845:                Primary Azimuth Mark                     Grid Az
 FB2845:SPC NC       -  MORGAN                                   331 29 31.7
 FB2845:UTM  17      -  MORGAN                                   330 20 13.3
 FB2845
 FB2845|---------------------------------------------------------------------|
 FB2845| PID    Reference Object                     Distance      Geod. Az  |
 FB2845|                                                           dddmmss.s |
 FB2845| FB2846 MORGAN                              476.755 METERS 3293926.6 |
 FB2845|---------------------------------------------------------------------|
 FB2845
 FB2845                          SUPERSEDED SURVEY CONTROL
 FB2845
 FB2845  NAD 83(1986)-  35 12 10.62477(N)    082 10 43.91846(W) AD(       ) 2
 FB2845  NAD 27      -  35 12 10.21537(N)    082 10 44.50372(W) AD(       ) 2
 FB2845  NGVD 29 (07/19/86)  292.5    (m)          960.     (f) VERT ANG    3  
 FB2845
 FB2845.Superseded values are not recommended for survey control.
 FB2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2845.See file dsdata.txt to determine how the superseded data were derived.
 FB2845
 FB2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9269096186(NAD 83)
 FB2845_MARKER: DE = TRAVERSE STATION DISK
 FB2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2845_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2845+STABILITY: SURFACE MOTION
 FB2845
 FB2845  HISTORY     - Date     Condition        Report By
 FB2845  HISTORY     - 1974     MONUMENTED       NCGS
 FB2845
 FB2845                          STATION DESCRIPTION
 FB2845
 FB2845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2845'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES EAST OF TRYON AND 3.6
 FB2845'MILES SOUTH-SOUTHEAST OF COLUMBUS.
 FB2845'
 FB2845'TO REACH THE STATION FROM THE I-26 UNDERPASS OF SR 1501 AT THE NORTH
 FB2845'CAROLINA - SOUTH CAROLINA STATE LINE NORTHEAST OF LANDRUM, S. C.,
 FB2845'PROCEED NORTH-NORTHWEST ALONG I-26 FOR 0.85 MILE TO STATION ON LEFT ON
 FB2845'TOP OF CUT AND 0.95 MILE SOUTH OF I-26 BRIDGE OVER SR 1516 AND PACOLET
 FB2845'RIVER.
 FB2845'
 FB2845'STATION MARK IS A STANDARD DISK STAMPED---BUSH 1974---, SET IN THE TOP
 FB2845'OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 INCH BELOW THE GROUND
 FB2845'SURFACE.  MARK IS 52.7 FEET (SLOPE) SOUTHWEST OF CENTERLINE OF I-26
 FB2845'EASTBOUND LANE, 78.1 FEET (SLOPE) SOUTH-SOUTHEAST OF SOUTH END OF
 FB2845'GUARD RAIL, 38.7 FEET EAST OF 24 INCH WHITE PINE WITH REFERENCE TAG
 FB2845'AMD 36.0 FEET NORTH-NORTHEAST OF 18 INCH PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4238 ***********************************************************************
 EZ4238  DESIGNATION -  BUSH
 EZ4238  PID         -  EZ4238
 EZ4238  STATE/COUNTY-  NC/WILSON
 EZ4238  USGS QUAD   -  STANCILS CHAPEL (1978)
 EZ4238
 EZ4238                         *CURRENT SURVEY CONTROL
 EZ4238  ___________________________________________________________________
 EZ4238* NAD 83(2001)-  35 44 06.74219(N)    078 11 04.21008(W)     ADJUSTED  
 EZ4238* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 EZ4238  ___________________________________________________________________
 EZ4238  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 EZ4238  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EZ4238  HORZ ORDER  -  SECOND
 EZ4238
 EZ4238.The horizontal coordinates were established by classical geodetic methods
 EZ4238.and adjusted by the National Geodetic Survey in August 2005.
 EZ4238
 EZ4238.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4238
 EZ4238.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4238
 EZ4238.The geoid height was determined by GEOID03.
 EZ4238
 EZ4238;                    North         East     Units Scale Factor Converg.
 EZ4238;SPC NC       -   220,525.118   683,366.861   MT  0.99990810   +0 28 14.5
 EZ4238;SPC NC       -   723,506.16  2,242,012.78   sFT  0.99990810   +0 28 14.5
 EZ4238;UTM  17      - 3,958,235.235   754,632.486   MT  1.00039904   +1 38 42.9
 EZ4238
 EZ4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4238!SPC NC       -   0.99999590  x   0.99990810  =   0.99990400
 EZ4238!UTM  17      -   0.99999590  x   1.00039904  =   1.00039494
 EZ4238
 EZ4238                          SUPERSEDED SURVEY CONTROL
 EZ4238
 EZ4238  NAD 83(1986)-  35 44 06.74885(N)    078 11 04.22305(W) AD(       ) 2
 EZ4238  NAD 27      -  35 44 06.18213(N)    078 11 05.24142(W) AD(       ) 2
 EZ4238  NGVD 29 (07/19/86)   60.8    (m)          199.     (f) VERT ANG    3  
 EZ4238
 EZ4238.Superseded values are not recommended for survey control.
 EZ4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4238.See file dsdata.txt to determine how the superseded data were derived.
 EZ4238
 EZ4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5463258235(NAD 83)
 EZ4238_MARKER: DE = TRAVERSE STATION DISK
 EZ4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4238_STAMPING: BUSH 1972
 EZ4238_MARK LOGO: NCGS  
 EZ4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4238+STABILITY: SURFACE MOTION
 EZ4238
 EZ4238  HISTORY     - Date     Condition        Report By
 EZ4238  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4238
 EZ4238                          STATION DESCRIPTION
 EZ4238
 EZ4238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4238'BUSH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4238'VICINITY OF CONNER, NORTH CAROLINA.
 EZ4238'
 EZ4238'BUSH IS LOCATED APPROXIMATELY 2.2 MILES WSW OF CONNER AND 4.0 MILES
 EZ4238'SOUTHEAST OF MIDDLESEX.  TO REACH STATION FROM THE INTERSECTION OF
 EZ4238'SR 1126 AND SR 1131 IN CONNER, PROCEED WEST ALONG SR 1131 FOR 2.15
 EZ4238'MILES TO STATION ON LEFT SHOULDER, 0.05 MILE EAST OF INTERSECTION
 EZ4238'WITH SR 1128, AND OPPOSITE EAST DRIVE TO L.H. DAVIS RESIDENCE.
 EZ4238'
 EZ4238'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BUSH
 EZ4238'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ4238'INCHES BELOW THE GROUND.
 EZ4238'
 EZ4238'MARK IS
 EZ4238'11.3 FEET SE OF C/L OF SR 1131.
 EZ4238'20.6 FEET NE OF NE CORNER OF BARN.
 EZ4238'54.1 FEET SE OF SW CORNER OF PUMP HOUSE.
 EZ4238'64.5 FEET E OF INTERSECTION OF SR 1131 AND W DRIVEWAY.
 EZ4238'30.8 FEET S OF E HEADWALL OF E DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4552 ***********************************************************************
 EZ4552  DESIGNATION -  BUSH
 EZ4552  PID         -  EZ4552
 EZ4552  STATE/COUNTY-  NC/DUPLIN
 EZ4552  USGS QUAD   -  FAISON (1975)
 EZ4552
 EZ4552                         *CURRENT SURVEY CONTROL
 EZ4552  ___________________________________________________________________
 EZ4552* NAD 83(2001)-  35 06 44.06526(N)    078 09 16.23150(W)     ADJUSTED  
 EZ4552* NAVD 88     -        47.8    (meters)     157.     (feet)  VERTCON   
 EZ4552  ___________________________________________________________________
 EZ4552  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 EZ4552  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EZ4552  HORZ ORDER  -  SECOND
 EZ4552
 EZ4552.The horizontal coordinates were established by classical geodetic methods
 EZ4552.and adjusted by the National Geodetic Survey in August 2005.
 EZ4552
 EZ4552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4552
 EZ4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4552
 EZ4552.The geoid height was determined by GEOID03.
 EZ4552
 EZ4552;                    North         East     Units Scale Factor Converg.
 EZ4552;SPC NC       -   151,441.445   686,668.501   MT  0.99987554   +0 29 16.8
 EZ4552;SPC NC       -   496,854.14  2,252,844.91   sFT  0.99987554   +0 29 16.8
 EZ4552;UTM  17      - 3,889,196.023   759,337.087   MT  1.00042896   +1 38 15.3
 EZ4552
 EZ4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4552!SPC NC       -   0.99999797  x   0.99987554  =   0.99987352
 EZ4552!UTM  17      -   0.99999797  x   1.00042896  =   1.00042693
 EZ4552
 EZ4552|---------------------------------------------------------------------|
 EZ4552| PID    Reference Object                     Distance      Geod. Az  |
 EZ4552|                                                           dddmmss.s |
 EZ4552| EZ4554 ELLIS                               328.812 METERS 07623     |
 EZ4552|---------------------------------------------------------------------|
 EZ4552
 EZ4552                          SUPERSEDED SURVEY CONTROL
 EZ4552
 EZ4552  NAD 83(1986)-  35 06 44.07557(N)    078 09 16.24148(W) AD(       ) 2
 EZ4552  NAD 27      -  35 06 43.48476(N)    078 09 17.26776(W) AD(       ) 2
 EZ4552  NGVD 29 (07/19/86)   48.1    (m)          158.     (f) VERT ANG    3  
 EZ4552
 EZ4552.Superseded values are not recommended for survey control.
 EZ4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4552.See file dsdata.txt to determine how the superseded data were derived.
 EZ4552
 EZ4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5933789196(NAD 83)
 EZ4552_MARKER: DE = TRAVERSE STATION DISK
 EZ4552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4552_STAMPING: BUSH 1968
 EZ4552_MARK LOGO: NCGS  
 EZ4552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4552+STABILITY: SURFACE MOTION
 EZ4552
 EZ4552  HISTORY     - Date     Condition        Report By
 EZ4552  HISTORY     - 1968     MONUMENTED       NCGS
 EZ4552
 EZ4552                          STATION DESCRIPTION
 EZ4552
 EZ4552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ4552'BUSH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4552'THE VICINITY OF FAISON, NORTH CAROLINA.
 EZ4552'
 EZ4552'BUSH IS LOCATED APPROXIMATELY 1.2 MILES WSW OF THE CENTER OF
 EZ4552'FAISON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4552'NC 50, NC 403 AND U.S. 117, GO WEST ON NC 403 FOR 1.15 MILES
 EZ4552'TO INTERSECTION OF SR 1327, AND STATION.  WHICH IS IN THE
 EZ4552'SOUTHWEST QUADRANT OF INTERSECTION ON WEST SIDE OF SR 1327,
 EZ4552'ABOUT 125 FEET NNE OF BURNING BUSH CHURCH.
 EZ4552'
 EZ4552'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4552'BUSH 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4552'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ4552'
 EZ4552'MARK IS
 EZ4552'
 EZ4552'48.1 FT SW OF C/L OF INTERSECTION OF SR 1327 WITH NC 403
 EZ4552'
 EZ4552'15.7 FT W OF C/L OF SR 1327
 EZ4552'
 EZ4552'31.7 FT W OF 4X4 POST WITH STOP SIGN ON E SIDE OF SR 1327,
 EZ4552'AND WITH ALUMINUM REF. TAG
 EZ4552'
 EZ4552'70.3 FT S OF PP 7 WITH ALUMINUM REF. TAG ON N SIDE OF NC 403
 EZ4552'
 EZ4552'68.0 FT SE OF 4X4 POST WITH 403 SIGN ON N SIDE OF NC 403,
 EZ4552'AND WITH ALUMINUM REF. TAG
 EZ4552'
 EZ4552'19.4 FT SE OF S END OF CONCRETE HEADWALL ON S SIDE OF NC 403
 EZ4552'
 EZ4552'61.0 FT NE OF NE BRICK COLUMN OF NE CORNER OF PORCH FOR ONE
 EZ4552'STORY WHITE FRAME HOUSE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7488 ***********************************************************************
 AE7488  DESIGNATION -  BUSH
 AE7488  PID         -  AE7488
 AE7488  STATE/COUNTY-  NC/WAKE
 AE7488  USGS QUAD   -  RALEIGH EAST (1993)
 AE7488
 AE7488                         *CURRENT SURVEY CONTROL
 AE7488  ___________________________________________________________________
 AE7488* NAD 83(2001)-  35 49 57.75662(N)    078 36 45.20026(W)     ADJUSTED  
 AE7488* NAVD 88     -       103.867  (meters)     340.77   (feet)  ADJUSTED  
 AE7488  ___________________________________________________________________
 AE7488  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 AE7488  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AE7488  DYNAMIC HT  -         103.778 (meters)     340.48  (feet)  COMP
 AE7488  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 AE7488
 AE7488  HORZ ORDER  -  SECOND
 AE7488  VERT ORDER  -  SECOND    CLASS II
 AE7488
 AE7488.The horizontal coordinates were established by classical geodetic methods
 AE7488.and adjusted by the National Geodetic Survey in August 2005.
 AE7488
 AE7488.The orthometric height was determined by differential leveling
 AE7488.and adjusted in September 1998.
 AE7488
 AE7488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7488
 AE7488.The geoid height was determined by GEOID03.
 AE7488
 AE7488.The dynamic height is computed by dividing the NAVD 88
 AE7488.geopotential number by the normal gravity value computed on the
 AE7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7488.degrees latitude (g = 980.6199 gals.).
 AE7488
 AE7488.The modeled gravity was interpolated from observed gravity values.
 AE7488
 AE7488;                    North         East     Units Scale Factor Converg.
 AE7488;SPC NC       -   231,108.082   644,605.511   MT  0.99992389   +0 13 25.0
 AE7488;SPC NC       -   758,227.10  2,114,843.25   sFT  0.99992389   +0 13 25.0
 AE7488;UTM  17      - 3,968,024.947   715,648.017   MT  1.00017307   +1 23 53.5
 AE7488
 AE7488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7488!SPC NC       -   0.99998886  x   0.99992389  =   0.99991275
 AE7488!UTM  17      -   0.99998886  x   1.00017307  =   1.00016193
 AE7488
 AE7488                          SUPERSEDED SURVEY CONTROL
 AE7488
 AE7488  NAD 83(1986)-  35 49 57.76033(N)    078 36 45.20972(W) AD(       ) 2
 AE7488  NGVD 29 (02/27/98)  104.15   (m)          341.7    (f) LEVELING    3  
 AE7488
 AE7488.Superseded values are not recommended for survey control.
 AE7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7488.See file dsdata.txt to determine how the superseded data were derived.
 AE7488
 AE7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1564868025(NAD 83)
 AE7488_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7488_STAMPING: BUSH 1987
 AE7488_MARK LOGO: NCGS  
 AE7488_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7488+STABILITY: SURFACE MOTION
 AE7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7488+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2007
 AE7488
 AE7488  HISTORY     - Date     Condition        Report By
 AE7488  HISTORY     - 1987     MONUMENTED       NCGS
 AE7488  HISTORY     - 19870101 GOOD             NCGS
 AE7488  HISTORY     - 20071222 GOOD             GEOCAC
 AE7488
 AE7488                          STATION DESCRIPTION
 AE7488
 AE7488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7488'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTH-NORTHEAST OF CAPITAL
 AE7488'SQUARE IN RALEIGH. ALONG NEW HOPE CHURCH ROAD FOR 0.6 KM (0.35 MI)
 AE7488'NORTHEAST FROM OLD WAKE FOREST ROAD TO SIOUX DRIVE, ABOUT 150 FT (45.7
 AE7488'M) NORTHEAST, IN THE NORTH SHOULDER, OR 350 FT (106.7 M)
 AE7488'WEST-SOUTHWEST OF BUSH STREET. MARK IS RECESSED 12 CM BELOW GROUND AND
 AE7488'IS LEVEL WITH THE ROAD. LOCATED 4.1 M (13.5 FT) NORTH-NORTHWEST OF THE
 AE7488'CENTERLINE OF THE ROAD, 47.2 M (154.9 FT) EAST-NORTHEAST OF THE
 AE7488'CENTERLINE INTERSECTION OF THE ROAD AND DRIVE, 24.3 M (79.7 FT)
 AE7488'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 1.6 M (5.2 FT)
 AE7488'SOUTH-SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 6.1 M (20.0 FT)
 AE7488'WEST-SOUTHWEST OF THE EAST END OF A CHAIN LINK FENCE, 18.3 M (60.0 FT)
 AE7488'EAST OF THE SOUTH END OF A CHIAN LINK FENCE, AND 12.9 M (42.3 FT)
 AE7488'SOUTH-SOUTHWEST OF A SERVICE POLE WITH A REFERENCE TAG.
 AE7488
 AE7488                          STATION RECOVERY (1987)
 AE7488
 AE7488'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7488'RECOVERED AS DESCRIBED.
 AE7488
 AE7488                          STATION RECOVERY (2007)
 AE7488
 AE7488'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AE7488'RECOVERED IN GOOD CONDITION AT 1505 ST. ALBANS DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2759 ***********************************************************************
 AH2759  DESIGNATION -  BUSH
 AH2759  PID         -  AH2759
 AH2759  STATE/COUNTY-  NC/LENOIR
 AH2759  USGS QUAD   -  KINSTON (1983)
 AH2759
 AH2759                         *CURRENT SURVEY CONTROL
 AH2759  ___________________________________________________________________
 AH2759* NAD 83(2007)-  35 19 17.71548(N)    077 36 05.67092(W)     ADJUSTED  
 AH2759* NAVD 88     -        24.941  (meters)      81.83   (feet)  ADJUSTED  
 AH2759  ___________________________________________________________________
 AH2759  EPOCH DATE  -        2002.00
 AH2759  X           -   1,118,603.641 (meters)                     COMP
 AH2759  Y           -  -5,088,368.172 (meters)                     COMP
 AH2759  Z           -   3,667,028.725 (meters)                     COMP
 AH2759  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AH2759  ELLIP HEIGHT-         -11.000 (meters)          (02/10/07) ADJUSTED
 AH2759  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AH2759  DYNAMIC HT  -          24.919 (meters)      81.76  (feet)  COMP
 AH2759
 AH2759  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH2759  Type    PID    Designation                      North   East  Ellip
 AH2759  -------------------------------------------------------------------
 AH2759  NETWORK AH2759 BUSH                              0.55   0.51   1.31
 AH2759  -------------------------------------------------------------------
 AH2759  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 AH2759
 AH2759  VERT ORDER  -  SECOND    CLASS I
 AH2759
 AH2759.The horizontal coordinates were established by GPS observations
 AH2759.and adjusted by the National Geodetic Survey in February 2007.
 AH2759
 AH2759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH2759.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH2759.The horizontal coordinates are valid at the epoch date displayed above.
 AH2759.The epoch date for horizontal control is a decimal equivalence
 AH2759.of Year/Month/Day.
 AH2759
 AH2759.The orthometric height was determined by differential leveling
 AH2759.and adjusted in August 2000.
 AH2759
 AH2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2759
 AH2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2759
 AH2759.The ellipsoidal height was determined by GPS observations
 AH2759.and is referenced to NAD 83.
 AH2759
 AH2759.The geoid height was determined by GEOID03.
 AH2759
 AH2759.The dynamic height is computed by dividing the NAVD 88
 AH2759.geopotential number by the normal gravity value computed on the
 AH2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2759.degrees latitude (g = 980.6199 gals.).
 AH2759
 AH2759.The modeled gravity was interpolated from observed gravity values.
 AH2759
 AH2759;                    North         East     Units Scale Factor Converg.
 AH2759;SPC NC       -   175,231.762   736,739.074   MT  0.99987333   +0 48 25.7
 AH2759;SPC NC       -   574,906.21  2,417,118.11   sFT  0.99987333   +0 48 25.7
 AH2759;UTM  18      - 3,911,812.339   263,507.334   MT  1.00028930   -1 30 17.4
 AH2759
 AH2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2759!SPC NC       -   1.00000173  x   0.99987333  =   0.99987506
 AH2759!UTM  18      -   1.00000173  x   1.00028930  =   1.00029103
 AH2759
 AH2759:                Primary Azimuth Mark                     Grid Az
 AH2759:SPC NC       -  MOEN                                     158 13 45.4
 AH2759:UTM  18      -  MOEN                                     160 32 28.5
 AH2759
 AH2759|---------------------------------------------------------------------|
 AH2759| PID    Reference Object                     Distance      Geod. Az  |
 AH2759|                                                           dddmmss.s |
 AH2759| AH2756 MOEN                                APPROX. 1.0 KM 1590211.1 |
 AH2759| EY2500 VACANT                              APPROX. 0.9 KM 3413938.3 |
 AH2759|---------------------------------------------------------------------|
 AH2759
 AH2759                          SUPERSEDED SURVEY CONTROL
 AH2759
 AH2759  NAD 83(2001)-  35 19 17.71591(N)    077 36 05.67067(W) AD(       ) 1
 AH2759  ELLIP H (03/13/03)  -11.008  (m)                       GP(       ) 4 2
 AH2759  NAD 83(1986)-  35 19 17.72494(N)    077 36 05.67910(W) AD(       ) 1
 AH2759
 AH2759.Superseded values are not recommended for survey control.
 AH2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2759.See file dsdata.txt to determine how the superseded data were derived.
 AH2759
 AH2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6350711812(NAD 83)
 AH2759_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2759_STAMPING: BUSH 1991
 AH2759_MARK LOGO: NCGS  
 AH2759_PROJECTION: FLUSH
 AH2759_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2759+STABILITY: SURFACE MOTION
 AH2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2759+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1998
 AH2759
 AH2759  HISTORY     - Date     Condition        Report By
 AH2759  HISTORY     - 1991     MONUMENTED       NCGS
 AH2759  HISTORY     - 19981022 GOOD             NCGS
 AH2759  HISTORY     - 20010426 MARK NOT FOUND   USPSQD
 AH2759  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 AH2759
 AH2759                          STATION DESCRIPTION
 AH2759
 AH2759'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AH2759'STATION IS LOCATED ABOUT 3.85 MI (6.20 KM) NORTH-NORTHWEST OF KINSTON.
 AH2759'PROCEED ALONG SR 1578 (AIRPORT RD) FOR 1.95 MI (3.14 KM) NORTHWEST
 AH2759'FROM NC 58 (QUEEN ST), THENCE ALONG SR 1573 FOR 0.05 MI (0.08 KM)
 AH2759'NORTHWEST, THENCE ALONG SR 1581 FOR 0.60 MI (0.97 KM) NORTH, OR 0.10
 AH2759'MI (0.16 KM) SOUTH OF SR 1580, TO STATION, ON PROLONGED CENTERLINE OF
 AH2759'A DITCH ON THE NORTHEAST EDGE OF THE BURNING BUSH HOLINESS CHURCH
 AH2759'PROPERTY. MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW
 AH2759'GROUND. LOCATED 14.10 FT (4.30 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AH2759'THE ROAD, 9.70 FT (2.96 M) NORTHEAST OF THE NORTH END OF A 24 INCH
 AH2759'CULVERT, 40.20 FT (12.25 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AH2759'CHURCH VESTIBULE AND 58.60 FT (17.86 M) NORTH OF NORTHEAST CORNER OF
 AH2759'THE NORTHERNMOST BRICK ENTRANCE PILLAR.
 AH2759
 AH2759                          STATION RECOVERY (1998)
 AH2759
 AH2759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (EJH)
 AH2759'RECOVERED AS DESCRIBED.
 AH2759
 AH2759                          STATION RECOVERY (2001)
 AH2759
 AH2759'RECOVERY NOTE BY US POWER SQUADRON 2001
 AH2759'MARK NOT FOUND.
 AH2759
 AH2759                          STATION RECOVERY (2004)
 AH2759
 AH2759'RECOVERY NOTE BY US POWER SQUADRON 2004
 AH2759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3805 ***********************************************************************
 EB3805  DESIGNATION -  BUSH HOG
 EB3805  PID         -  EB3805
 EB3805  STATE/COUNTY-  NC/ROBESON
 EB3805  USGS QUAD   -  JOHNS (1971)
 EB3805
 EB3805                         *CURRENT SURVEY CONTROL
 EB3805  ___________________________________________________________________
 EB3805* NAD 83(2001)-  34 39 03.56880(N)    079 25 22.10522(W)     ADJUSTED  
 EB3805* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 EB3805  ___________________________________________________________________
 EB3805  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 EB3805  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EB3805  HORZ ORDER  -  SECOND
 EB3805
 EB3805.The horizontal coordinates were established by classical geodetic methods
 EB3805.and adjusted by the National Geodetic Survey in August 2005.
 EB3805
 EB3805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3805
 EB3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3805
 EB3805.The geoid height was determined by GEOID03.
 EB3805
 EB3805;                    North         East     Units Scale Factor Converg.
 EB3805;SPC NC       -   100,030.875   570,843.716   MT  0.99992718   -0 14 38.5
 EB3805;SPC NC       -   328,184.63  1,872,843.09   sFT  0.99992718   -0 14 38.5
 EB3805;SPC SC       -   313,581.778   754,173.474   MT  0.99994030   +0 52 27.8
 EB3805;SPC SC       - 1,028,811.61  2,474,322.42   iFT  0.99994030   +0 52 27.8
 EB3805;UTM  17      - 3,835,471.705   644,536.389   MT  0.99985749   +0 53 48.9
 EB3805
 EB3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3805!SPC NC       -   0.99999715  x   0.99992718  =   0.99992433
 EB3805!SPC SC       -   0.99999715  x   0.99994030  =   0.99993745
 EB3805!UTM  17      -   0.99999715  x   0.99985749  =   0.99985464
 EB3805
 EB3805                          SUPERSEDED SURVEY CONTROL
 EB3805
 EB3805  NAD 83(1986)-  34 39 03.57980(N)    079 25 22.10619(W) AD(       ) 2
 EB3805  NGVD 29 (04/22/91)   51.0    (m)          167.     (f) VERT ANG    3  
 EB3805
 EB3805.Superseded values are not recommended for survey control.
 EB3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3805.See file dsdata.txt to determine how the superseded data were derived.
 EB3805
 EB3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4453635472(NAD 83)
 EB3805_MARKER: DE = TRAVERSE STATION DISK
 EB3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3805+STABILITY: SURFACE MOTION
 EB3805
 EB3805  HISTORY     - Date     Condition        Report By
 EB3805  HISTORY     - 1977     MONUMENTED       NCGS
 EB3805
 EB3805                          STATION DESCRIPTION
 EB3805
 EB3805'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3805'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES SOUTH-SOUTHWEST OF
 EB3805'MAXTON AND 9.7 MILES NORTHWEST OF PLAINVIEW.
 EB3805'
 EB3805'TO REACH STATION FROM INTERSECTION OF US 501 AND NC 83 SOUTHWEST OF
 EB3805'MAXTON, PROCEED SOUTHWEST ALONG NC 83 FOR 1.7 MILES TO SR 1104, THENCE
 EB3805'NORTHWEST ALONG SR 1104 FOR 0.75 MILE TO STATION ON RIGHT AT ENTRANCE
 EB3805'TO MIDWAY GIN COMPANY.
 EB3805'
 EB3805'STATION MARK IS A STANDARD DISK STAMPED---BUSH HOG 1977---SET IN THE
 EB3805'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND SURFACE.
 EB3805'THE MARK IS 24.9 FEET NORTHEAST OF CENTERLINE OF SR 1104, 47.4 FEET
 EB3805'WEST OF POWER POLE WITH REFERENCE TAG, 66.4 FEET NORTH OF TELEPHONE
 EB3805'PEDESTAL POST WITH REFERENCE TAG, 40.2 FEET NORTHWEST OF CONCRETE
 EB3805'BOUNDARY MARKER AND 48.9 FEET SOUTH OF MIDWAY GIN SHELTER POST WITH
 EB3805'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0773 ***********************************************************************
 EB0773  DESIGNATION -  BUSHY
 EB0773  PID         -  EB0773
 EB0773  STATE/COUNTY-  NC/BLADEN
 EB0773  USGS QUAD   -  DUART (1986)
 EB0773
 EB0773                         *CURRENT SURVEY CONTROL
 EB0773  ___________________________________________________________________
 EB0773* NAD 83(2001)-  34 45 34.39710(N)    078 48 19.04697(W)     ADJUSTED  
 EB0773* NAVD 88     -        41.841  (meters)     137.27   (feet)  ADJUSTED  
 EB0773  ___________________________________________________________________
 EB0773  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EB0773  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 EB0773  DYNAMIC HT  -          41.801 (meters)     137.14  (feet)  COMP
 EB0773  MODELED GRAV-     979,680.5   (mgal)                       NAVD 88
 EB0773
 EB0773  HORZ ORDER  -  SECOND
 EB0773  VERT ORDER  -  SECOND    CLASS II
 EB0773
 EB0773.The horizontal coordinates were established by classical geodetic methods
 EB0773.and adjusted by the National Geodetic Survey in August 2005.
 EB0773
 EB0773.The orthometric height was determined by differential leveling
 EB0773.and adjusted in June 1991.
 EB0773
 EB0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0773
 EB0773.The geoid height was determined by GEOID03.
 EB0773
 EB0773.The dynamic height is computed by dividing the NAVD 88
 EB0773.geopotential number by the normal gravity value computed on the
 EB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0773.degrees latitude (g = 980.6199 gals.).
 EB0773
 EB0773.The modeled gravity was interpolated from observed gravity values.
 EB0773
 EB0773;                    North         East     Units Scale Factor Converg.
 EB0773;SPC NC       -   112,008.333   627,426.073   MT  0.99990925   +0 06 44.6
 EB0773;SPC NC       -   367,480.67  2,058,480.37   sFT  0.99990925   +0 06 44.6
 EB0773;UTM  17      - 3,848,573.181   700,872.245   MT  1.00009734   +1 15 06.1
 EB0773
 EB0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0773!SPC NC       -   0.99999881  x   0.99990925  =   0.99990806
 EB0773!UTM  17      -   0.99999881  x   1.00009734  =   1.00009615
 EB0773
 EB0773:                Primary Azimuth Mark                     Grid Az
 EB0773:SPC NC       -  DEED                                     332 20 25.0
 EB0773:UTM  17      -  DEED                                     331 12 03.5
 EB0773
 EB0773|---------------------------------------------------------------------|
 EB0773| PID    Reference Object                     Distance      Geod. Az  |
 EB0773|                                                           dddmmss.s |
 EB0773| EB0772 DEED                                APPROX. 1.1 KM 3322709.6 |
 EB0773|---------------------------------------------------------------------|
 EB0773
 EB0773                          SUPERSEDED SURVEY CONTROL
 EB0773
 EB0773  NAD 83(1986)-  34 45 34.40852(N)    078 48 19.05450(W) AD(       ) 2
 EB0773  NAD 27      -  34 45 33.80095(N)    078 48 19.97872(W) AD(       ) 2
 EB0773  NGVD 29 (??/??/92)   42.124  (m)          138.20   (f) ADJ UNCH    2 2
 EB0773
 EB0773.Superseded values are not recommended for survey control.
 EB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0773.See file dsdata.txt to determine how the superseded data were derived.
 EB0773
 EB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0087248573(NAD 83)
 EB0773_MARKER: DE = TRAVERSE STATION DISK
 EB0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0773_STAMPING: BUSHY 1973
 EB0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0773+STABILITY: SURFACE MOTION
 EB0773
 EB0773  HISTORY     - Date     Condition        Report By
 EB0773  HISTORY     - 1973     MONUMENTED       NCGS
 EB0773  HISTORY     - 1974     GOOD             NCGS
 EB0773  HISTORY     - 19920508 GOOD             USPSQD
 EB0773  HISTORY     - 20010512 MARK NOT FOUND   USPSQD
 EB0773
 EB0773                          STATION DESCRIPTION
 EB0773
 EB0773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0773'BUSHY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0773'VICINITY OF TAR HEEL, NORTH CAROLINE.
 EB0773'
 EB0773'BUSHY IS LOCATED APPROXIMATELY 2.0 MILES NNW OF TAR HEEL, AND 5.4
 EB0773'MILES SE OF TOBERMORY COMMUNITY.  TO REACH STATION FROM THE Y
 EB0773'INTERSECTION OF NC 87 AND NC 20, NNW OF TAR HEEL, PROCEED SSE ALONG
 EB0773'NC 87 FOR 2.5 MILES TO A LANE LEFT AND STATION IN TRIANGLE FORMED BY
 EB0773'LANE AND HIGHWAY, 1.8 MILES NNW ALONG NC 87 FROM THE TAR HEEL HIGH
 EB0773'SCHOOL.
 EB0773'
 EB0773'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUSHY
 EB0773'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB0773'FLUSH WITH THE SURFACE OF THE GROUND.
 EB0773'
 EB0773'MARK IS
 EB0773'
 EB0773'28.6 FEET E OF C/L OF NC 87.
 EB0773'96.1 FEET S OF PP NO. 934 W/ALUMINUM REF. TAG.
 EB0773'101.5 FEET ESE OF TELEPHONE POLE NO. 9 WITH JUNCTION AND SERVICE
 EB0773'BOX W/ALUMINUM REF. TAG.
 EB0773'8.6 FEET WSW OF CENTER OF BASE OF CREPE MYRTLE BUSH.
 EB0773
 EB0773                          STATION RECOVERY (1974)
 EB0773
 EB0773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0773'2 MI NNW FROM TAR HEEL.
 EB0773'BUSHY IS LOCATED APPROXIMATELY 14.5 MILES NW OF ELIZABETHTOWN.
 EB0773'TO REACH STATION FROM THE Y INTERSECTION OF NC 87 AND NC 20, NNW
 EB0773'OF TAR HEEL, PROCEED SSE ALONG NC 87 FOR 2.5 MILES TO A LANE
 EB0773'LEFT AND STATION IN TRIANGLE FORMED BY LANE AND HIGHWAY, 1.8
 EB0773'MILES NNW ALONG NC 87 FROM THE TAR HEEL HIGH SCHOOL, 28.6 FT
 EB0773'EAST OF C/L OF NC 87, 96.1 FT SOUTH OF PP 934 WITH ALUMINUM REF.
 EB0773'TAG, 101.5 FT ESE OF TELEPHONE POLE 9 WITH JUNCTION AND SERVICE
 EB0773'BOX WITH ALUMINUM REF. TAG, AND 8.6 FT WSW OF CENTER OF BASE OF
 EB0773'CREPE MYRTLE BUSH.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 EB0773'THE GROUND.
 EB0773
 EB0773                          STATION RECOVERY (1992)
 EB0773
 EB0773'RECOVERY NOTE BY US POWER SQUADRON 1992 (HCP)
 EB0773'RECOVERED IN GOOD CONDITION.
 EB0773
 EB0773                          STATION RECOVERY (2001)
 EB0773
 EB0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (SET)
 EB0773'REFERENCE POINTS WERE NOT FOUND. ROAD IS BEING WIDENED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3146 ***********************************************************************
 FY3146  DESIGNATION -  BUSHY FORK
 FY3146  PID         -  FY3146
 FY3146  STATE/COUNTY-  NC/PERSON
 FY3146  USGS QUAD   -  HURDLE MILLS (1968)
 FY3146
 FY3146                         *CURRENT SURVEY CONTROL
 FY3146  ___________________________________________________________________
 FY3146* NAD 83(2001)-  36 18 26.46586(N)    079 05 13.80782(W)     ADJUSTED  
 FY3146* NAVD 88     -       208.6    (meters)     684.     (feet)  VERTCON   
 FY3146  ___________________________________________________________________
 FY3146  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FY3146  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 FY3146  HORZ ORDER  -  SECOND
 FY3146
 FY3146.The horizontal coordinates were established by classical geodetic methods
 FY3146.and adjusted by the National Geodetic Survey in August 2005.
 FY3146
 FY3146.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3146
 FY3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3146
 FY3146.The geoid height was determined by GEOID03.
 FY3146
 FY3146;                    North         East     Units Scale Factor Converg.
 FY3146;SPC NC       -   283,708.375   601,772.036   MT  1.00004230   -0 03 01.1
 FY3146;SPC NC       -   930,799.89  1,974,313.75   sFT  1.00004230   -0 03 01.1
 FY3146;UTM  17      - 4,019,736.927   671,737.105   MT  0.99996340   +1 07 58.4
 FY3146
 FY3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3146!SPC NC       -   0.99997210  x   1.00004230  =   1.00001440
 FY3146!UTM  17      -   0.99997210  x   0.99996340  =   0.99993550
 FY3146
 FY3146:                Primary Azimuth Mark                     Grid Az
 FY3146:SPC NC       -  TUCK                                     050 19 48.6
 FY3146:UTM  17      -  TUCK                                     049 08 49.1
 FY3146
 FY3146|---------------------------------------------------------------------|
 FY3146| PID    Reference Object                     Distance      Geod. Az  |
 FY3146|                                                           dddmmss.s |
 FY3146| FY3145 TUCK                                APPROX. 2.1 KM 0501647.5 |
 FY3146|---------------------------------------------------------------------|
 FY3146
 FY3146                          SUPERSEDED SURVEY CONTROL
 FY3146
 FY3146  NAD 83(1993)-  36 18 26.46721(N)    079 05 13.81102(W) AD(       ) 2
 FY3146  NAD 83(1986)-  36 18 26.47020(N)    079 05 13.81826(W) AD(       ) 2
 FY3146  NAD 27      -  36 18 25.96064(N)    079 05 14.76486(W) AD(       ) 2
 FY3146  NGVD 29 (07/19/86)  208.8    (m)          685.     (f) VERT ANG    3  
 FY3146
 FY3146.Superseded values are not recommended for survey control.
 FY3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3146.See file dsdata.txt to determine how the superseded data were derived.
 FY3146
 FY3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7173719737(NAD 83)
 FY3146_MARKER: DE = TRAVERSE STATION DISK
 FY3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3146_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3146+STABILITY: SURFACE MOTION
 FY3146
 FY3146  HISTORY     - Date     Condition        Report By
 FY3146  HISTORY     - 1976     MONUMENTED       NCGS
 FY3146  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 FY3146
 FY3146                          STATION DESCRIPTION
 FY3146
 FY3146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY3146'THE STATION IS LOCATED AT BUSHY FORK AND 8.3 MILES SOUTHWEST OF
 FY3146'ROXBORO.
 FY3146'
 FY3146'THE STATION IS 0.25 MILE NORTHEAST ALONG NC 49 FROM THE SCHOOL AT
 FY3146'BUSHY FORK AND AT THE INTERSECTION OF NC 49 AND SR 1111 (SOUTH).
 FY3146'
 FY3146'STATION MARK IS A STANDARD DISK STAMPED---BUSHY FORK 1976---SET IN THE
 FY3146'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE.
 FY3146'THE MARK IS 24.7 FEET SOUTHEAST OF CENTERLINE OF NC 49, 56.1 FEET
 FY3146'WEST OF CENTERLINE OF SR 1111, 78.0 FEET SOUTHWEST OF CENTERLINE OF T
 FY3146'INTERSECTION, 94.0 FEET SOUTH OF SOUTHEAST CORNER OF A LOG TOBACCO
 FY3146'BARN, 46.8 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG AND
 FY3146'93.0 FEET WEST OF POWER POLE WITH REFERENCE TAG.
 FY3146
 FY3146                          STATION RECOVERY (2004)
 FY3146
 FY3146'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5230 ***********************************************************************
 EZ5230  DESIGNATION -  BUSTER
 EZ5230  PID         -  EZ5230
 EZ5230  STATE/COUNTY-  NC/WAKE
 EZ5230  USGS QUAD   -  GARNER (1993)
 EZ5230
 EZ5230                         *CURRENT SURVEY CONTROL
 EZ5230  ___________________________________________________________________
 EZ5230* NAD 83(2001)-  35 38 44.41647(N)    078 36 52.81445(W)     ADJUSTED  
 EZ5230* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 EZ5230  ___________________________________________________________________
 EZ5230  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 EZ5230  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 EZ5230  HORZ ORDER  -  SECOND
 EZ5230
 EZ5230.The horizontal coordinates were established by classical geodetic methods
 EZ5230.and adjusted by the National Geodetic Survey in August 2005.
 EZ5230
 EZ5230.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5230
 EZ5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5230
 EZ5230.The geoid height was determined by GEOID03.
 EZ5230
 EZ5230;                    North         East     Units Scale Factor Converg.
 EZ5230;SPC NC       -   210,356.631   644,494.970   MT  0.99989616   +0 13 20.6
 EZ5230;SPC NC       -   690,145.05  2,114,480.58   sFT  0.99989616   +0 13 20.6
 EZ5230;UTM  17      - 3,947,270.077   715,961.815   MT  1.00017476   +1 23 26.3
 EZ5230
 EZ5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5230!SPC NC       -   0.99998806  x   0.99989616  =   0.99988422
 EZ5230!UTM  17      -   0.99998806  x   1.00017476  =   1.00016282
 EZ5230
 EZ5230                          SUPERSEDED SURVEY CONTROL
 EZ5230
 EZ5230  NAD 83(1986)-  35 38 44.42415(N)    078 36 52.82670(W) AD(       ) 2
 EZ5230  NAD 27      -  35 38 43.87144(N)    078 36 53.80588(W) AD(       ) 2
 EZ5230  NGVD 29 (07/19/86)  109.6    (m)          360.     (f) VERT ANG    3  
 EZ5230
 EZ5230.Superseded values are not recommended for survey control.
 EZ5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5230.See file dsdata.txt to determine how the superseded data were derived.
 EZ5230
 EZ5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1596247270(NAD 83)
 EZ5230_MARKER: DE = TRAVERSE STATION DISK
 EZ5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5230_STAMPING: BUSTER 1968
 EZ5230_MARK LOGO: NCGS  
 EZ5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5230+STABILITY: SURFACE MOTION
 EZ5230
 EZ5230  HISTORY     - Date     Condition        Report By
 EZ5230  HISTORY     - 1968     MONUMENTED       NCGS
 EZ5230  HISTORY     - 1976     MARK NOT FOUND   NGS
 EZ5230  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 EZ5230
 EZ5230                          STATION DESCRIPTION
 EZ5230
 EZ5230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ5230'BUSTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5230'IN THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ5230'
 EZ5230'BUSTER IS LOCATED APPROXIMATELY 4.3 MILES SSW OF THE CENTER OF
 EZ5230'GARNER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 50
 EZ5230'WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 4.45 MILES TO
 EZ5230'STATION.  WHICH IS ON THE WEST BANK OF NC 50 IN NORTHWEST
 EZ5230'CORNER OF YARD OF A ONE STORY BRICK HOUSE, ON TOP OF A 6 FOOT
 EZ5230'CUT AND 0.25 MILES NORTH OF INTERSECTION OF SR 2731 WITH NC 50.
 EZ5230'
 EZ5230'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5230'BUSTER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5230'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5230'
 EZ5230'MARK IS
 EZ5230'
 EZ5230'35.0 FT E OF C/L OF NC 50
 EZ5230'
 EZ5230'25.0 FT W OF TP 2/1 WITH ALUMINUM REF. TAG ON E SIDE OF NC 50
 EZ5230'
 EZ5230'17.0 FT SSE OF METAL PROPERTY CORNER ON E SIDE OF NC 50
 EZ5230'
 EZ5230'119.0 FT N OF C/L OF DRIVEWAY TO ONE STORY BRICK HOUSE
 EZ5230'
 EZ5230'156.3 FT N OF PP 12 WITH ALUMINUM REF. TAG ON E SIDE OF NC 50
 EZ5230'
 EZ5230'104.1 FT N OF METAL PROPERTY CORNER AT S SIDE OF DRIVEWAY
 EZ5230
 EZ5230                          STATION RECOVERY (1976)
 EZ5230
 EZ5230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD)
 EZ5230'DESTROYED - BANK HAS BEEN GRADED AND SEEDED.
 EZ5230'
 EZ5230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EZ5230'4.3 MILES SSW OF GARNER.
 EZ5230
 EZ5230                          STATION RECOVERY (2004)
 EZ5230
 EZ5230'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ5230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8531 ***********************************************************************
 AF8531  DESIGNATION -  BUSTER
 AF8531  PID         -  AF8531
 AF8531  STATE/COUNTY-  NC/HERTFORD
 AF8531  USGS QUAD   -  MURFREESBORO (1973)
 AF8531
 AF8531                         *CURRENT SURVEY CONTROL
 AF8531  ___________________________________________________________________
 AF8531* NAD 83(2001)-  36 28 37.54703(N)    077 02 27.53476(W)     ADJUSTED  
 AF8531* NAVD 88     -         8.6    (meters)      28.     (feet)  VERT ANG  
 AF8531  ___________________________________________________________________
 AF8531  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 AF8531  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AF8531  HORZ ORDER  -  SECOND
 AF8531
 AF8531.The horizontal coordinates were established by classical geodetic methods
 AF8531.and adjusted by the National Geodetic Survey in August 2005.
 AF8531
 AF8531.The orthometric height was determined by vertical angle observations.
 AF8531
 AF8531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8531
 AF8531.The geoid height was determined by GEOID03.
 AF8531
 AF8531;                    North         East     Units Scale Factor Converg.
 AF8531;SPC NC       -   304,274.636   785,169.900   MT  1.00010145   +1 07 50.5
 AF8531;SPC NC       -   998,274.37  2,576,011.58   sFT  1.00010145   +1 07 50.5
 AF8531;UTM  18      - 4,038,804.090   317,154.074   MT  1.00001192   -1 12 49.3
 AF8531
 AF8531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8531!SPC NC       -   1.00000416  x   1.00010145  =   1.00010561
 AF8531!UTM  18      -   1.00000416  x   1.00001192  =   1.00001608
 AF8531
 AF8531                          SUPERSEDED SURVEY CONTROL
 AF8531
 AF8531  NAD 83(1986)-  36 28 37.55663(N)    077 02 27.55443(W) AD(       ) 2
 AF8531
 AF8531.Superseded values are not recommended for survey control.
 AF8531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8531.See file dsdata.txt to determine how the superseded data were derived.
 AF8531
 AF8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1715438804(NAD 83)
 AF8531_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8531_STAMPING: BUSTER 1985
 AF8531_MARK LOGO: NCGS  
 AF8531_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8531+STABILITY: SURFACE MOTION
 AF8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8531+SATELLITE: SATELLITE OBSERVATIONS - 1985
 AF8531
 AF8531  HISTORY     - Date     Condition        Report By
 AF8531  HISTORY     - 1985     MONUMENTED       NCGS
 AF8531
 AF8531                          STATION DESCRIPTION
 AF8531
 AF8531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8531'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF MURFREESBORO AND
 AF8531'2.5 MI (4.0 KM) SOUTHWEST OF COMO. ALONG US 258 FOR 3.7 MI (6.0 KM)
 AF8531'NORTHEAST FROM THE JUNCTION WITH US 158 AND NC 11 IN MURFREESBORO, OR
 AF8531'0.4 MI (0.6 KM) SOUTHWEST OF SR 1308 (GATLING-EBO) CROSSROADS, EAST OF
 AF8531'AND ACROSS HIGHWAY FROM E. F. STEPHENSON SEED COMPANY. MARK IS
 AF8531'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH THE HIGHWAY. LOCATED
 AF8531'18.0 FT (5.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.5
 AF8531'FT (3.5 M) NORTHWEST OF THE SOUTHEAST END OF A HIGHWAY CULVERT, 59.3
 AF8531'FT (18.1 M) SOUTHEAST OF THE NORTHEAST END THE NORTHEAST PLANT
 AF8531'DRIVEWAY CULVERT, 106.0 FT (32.3 M) SOUTH-SOUTHWEST OF THE SOUTH
 AF8531'CORNER OF AN OLD STORE BUILDING (NOW USED AS A RESIDENCE)--AND 26.5 FT
 AF8531'(8.1 M) NORTHWEST OF A TWIN-TRUNK OAK, 109.4 FT (33.3 M) EAST OF A
 AF8531'TELEPHONE PEDESTAL BESIDE A POWER POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7911 ***********************************************************************
 DG7911  DESIGNATION -  BUSTER
 DG7911  PID         -  DG7911
 DG7911  STATE/COUNTY-  NC/MECKLENBURG
 DG7911  USGS QUAD   -  DERITA (1993)
 DG7911
 DG7911                         *CURRENT SURVEY CONTROL
 DG7911  ___________________________________________________________________
 DG7911* NAD 83(2007)-  35 22 01.84526(N)    080 47 14.01512(W)     ADJUSTED  
 DG7911* NAVD 88     -       247.4    (meters)     812.     (feet)  GPS OBS   
 DG7911  ___________________________________________________________________
 DG7911  EPOCH DATE  -        2002.00
 DG7911  X           -     833,668.289 (meters)                     COMP
 DG7911  Y           -  -5,139,962.558 (meters)                     COMP
 DG7911  Z           -   3,671,286.510 (meters)                     COMP
 DG7911  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 DG7911  ELLIP HEIGHT-         216.762 (meters)          (02/10/07) ADJUSTED
 DG7911  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DG7911
 DG7911  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7911  Type    PID    Designation                      North   East  Ellip
 DG7911  -------------------------------------------------------------------
 DG7911  NETWORK DG7911 BUSTER                            1.16   1.00   2.20
 DG7911  -------------------------------------------------------------------
 DG7911
 DG7911.The horizontal coordinates were established by GPS observations
 DG7911.and adjusted by the National Geodetic Survey in February 2007.
 DG7911
 DG7911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7911.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7911.The horizontal coordinates are valid at the epoch date displayed above.
 DG7911.The epoch date for horizontal control is a decimal equivalence
 DG7911.of Year/Month/Day.
 DG7911
 DG7911.The orthometric height was determined by GPS observations and a
 DG7911.high-resolution geoid model.
 DG7911
 DG7911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7911
 DG7911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7911
 DG7911.The ellipsoidal height was determined by GPS observations
 DG7911.and is referenced to NAD 83.
 DG7911
 DG7911.The geoid height was determined by GEOID03.
 DG7911
 DG7911;                    North         East     Units Scale Factor Converg.
 DG7911;SPC NC       -   180,855.715   447,209.896   MT  0.99987461   -1 01 53.5
 DG7911;SPC NC       -   593,357.46  1,467,221.13   sFT  0.99987461   -1 01 53.5
 DG7911;UTM  17      - 3,913,783.855   519,328.824   MT  0.99960460   +0 07 23.4
 DG7911
 DG7911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7911!SPC NC       -   0.99996598  x   0.99987461  =   0.99984059
 DG7911!UTM  17      -   0.99996598  x   0.99960460  =   0.99957059
 DG7911
 DG7911:                Primary Azimuth Mark                     Grid Az
 DG7911:SPC NC       -  HIGHLAND                                 028 09 54.2
 DG7911:UTM  17      -  HIGHLAND                                 027 00 37.3
 DG7911
 DG7911|---------------------------------------------------------------------|
 DG7911| PID    Reference Object                     Distance      Geod. Az  |
 DG7911|                                                           dddmmss.s |
 DG7911| DG6482 HIGHLAND                            APPROX. 0.6 KM 0270800.7 |
 DG7911|---------------------------------------------------------------------|
 DG7911
 DG7911                          SUPERSEDED SURVEY CONTROL
 DG7911
 DG7911  NAD 83(1986)-  35 22 01.86090(N)    080 47 14.02373(W) AD(       ) 3
 DG7911  NAD 83(2001)-  35 22 01.84532(N)    080 47 14.01522(W) AD(       ) 3
 DG7911  ELLIP H (11/01/04)  216.757  (m)                       GP(       ) 4 2
 DG7911
 DG7911.Superseded values are not recommended for survey control.
 DG7911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7911.See file dsdata.txt to determine how the superseded data were derived.
 DG7911
 DG7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1932913784(NAD 83)
 DG7911_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7911_STAMPING: BUSTER 2001
 DG7911_MARK LOGO: NCGS  
 DG7911_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7911+STABILITY: SURFACE MOTION
 DG7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7911+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG7911
 DG7911  HISTORY     - Date     Condition        Report By
 DG7911  HISTORY     - 2001     MONUMENTED       NCGS
 DG7911
 DG7911                          STATION DESCRIPTION
 DG7911
 DG7911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 DG7911'STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHEAST OF
 DG7911'CHARLOTTE AND 4.2 MI (6.8 KM) SOUTHEAST OF HUNTERSVILLE. PROCEED ALONG
 DG7911'MALLARD CREEK CHURCH ROAD FOR 1.45 MI (2.33 KM) WEST FROM I-85 (EXIT
 DG7911'47), CONTINUE NORTH FOR 2.15 MI (3.46 KM) ALONG PROSPERITY CHURCH
 DG7911'ROAD, ON THE WEST SIDE OF THE ROAD. MARK IS ABOUT 1-FOOT LOWER THAN
 DG7911'PROSPERITY CHURCH ROAD AND IS RECESSED 1-INCH BELOW GROUND.  LOCATED
 DG7911'35.5 FT (10.8 M) WEST-NORTHWEST OF THE CENTERLINE OF PROSPERITY CHURCH
 DG7911'ROAD, 172.5 FT (52.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF A GRAVEL
 DG7911'DRIVE, 102.1 FT (31.1 M) WEST OF THE NORTHWEST CORNER OF THE
 DG7911'BLOCKBUSTER VIDEO BUILDING--AND 21.9 FT (6.7 M) SOUTH OF A POWER POLE,
 DG7911'188.4 FT (57.4 M) EAST-SOUTHEAST OF A 30-INCH OAK--BOTH WITH REFERENCE
 DG7911'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8217 ***********************************************************************
 AE8217  DESIGNATION -  BUSTY
 AE8217  PID         -  AE8217
 AE8217  STATE/COUNTY-  NC/MONTGOMERY
 AE8217  USGS QUAD   -  BADIN (1994)
 AE8217
 AE8217                         *CURRENT SURVEY CONTROL
 AE8217  ___________________________________________________________________
 AE8217* NAD 83(2007)-  35 25 49.71103(N)    080 03 55.40917(W)     ADJUSTED  
 AE8217* NAVD 88     -       189.2    (meters)     621.     (feet)  VERTCON   
 AE8217  ___________________________________________________________________
 AE8217  EPOCH DATE  -        2002.00
 AE8217  X           -     897,645.726 (meters)                     COMP
 AE8217  Y           -  -5,124,998.498 (meters)                     COMP
 AE8217  Z           -   3,676,977.494 (meters)                     COMP
 AE8217  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AE8217  ELLIP HEIGHT-         158.835 (meters)          (02/10/07) ADJUSTED
 AE8217  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AE8217
 AE8217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8217  Type    PID    Designation                      North   East  Ellip
 AE8217  -------------------------------------------------------------------
 AE8217  NETWORK AE8217 BUSTY                             1.25   0.76   1.74
 AE8217  -------------------------------------------------------------------
 AE8217
 AE8217.The horizontal coordinates were established by GPS observations
 AE8217.and adjusted by the National Geodetic Survey in February 2007.
 AE8217
 AE8217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8217.The horizontal coordinates are valid at the epoch date displayed above.
 AE8217.The epoch date for horizontal control is a decimal equivalence
 AE8217.of Year/Month/Day.
 AE8217
 AE8217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8217
 AE8217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8217
 AE8217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8217
 AE8217.The ellipsoidal height was determined by GPS observations
 AE8217.and is referenced to NAD 83.
 AE8217
 AE8217.The geoid height was determined by GEOID03.
 AE8217
 AE8217;                    North         East     Units Scale Factor Converg.
 AE8217;SPC NC       -   186,934.628   512,869.396   MT  0.99987744   -0 36 53.7
 AE8217;SPC NC       -   613,301.36  1,682,639.01   sFT  0.99987744   -0 36 53.7
 AE8217;UTM  17      - 3,921,183.978   584,836.768   MT  0.99968869   +0 32 30.6
 AE8217
 AE8217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8217!SPC NC       -   0.99997507  x   0.99987744  =   0.99985251
 AE8217!UTM  17      -   0.99997507  x   0.99968869  =   0.99966377
 AE8217
 AE8217                          SUPERSEDED SURVEY CONTROL
 AE8217
 AE8217  NAD 83(2001)-  35 25 49.71111(N)    080 03 55.40943(W) AD(       ) 1
 AE8217  ELLIP H (03/13/03)  158.836  (m)                       GP(       ) 4 2
 AE8217  NAD 83(1986)-  35 25 49.72087(N)    080 03 55.42100(W) AD(       ) 1
 AE8217  NGVD 29 (12/22/97)  189.5    (m)          622.     (f) GPS OBS     3  
 AE8217
 AE8217.Superseded values are not recommended for survey control.
 AE8217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8217.See file dsdata.txt to determine how the superseded data were derived.
 AE8217
 AE8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8483721184(NAD 83)
 AE8217_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8217_STAMPING: BUSTY 1992
 AE8217_MARK LOGO: NCGS  
 AE8217_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8217+STABILITY: SURFACE MOTION
 AE8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8217+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AE8217
 AE8217  HISTORY     - Date     Condition        Report By
 AE8217  HISTORY     - 1992     MONUMENTED       NCGS
 AE8217  HISTORY     - 19970107 GOOD             NCGS
 AE8217
 AE8217                          STATION DESCRIPTION
 AE8217
 AE8217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8217'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST-NORTHEAST OF BADIN, AND
 AE8217'11.0 MI (17.7 KM) WEST-NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3
 AE8217'MI (0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8217'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE 0.45 MI
 AE8217'(0.72 KM) SOUTH TO FOREST SERVICE ROAD 576, THENCE WEST FOR 3.1 MI
 AE8217'(5.0 KM) ALONG FOREST SERVICE ROAD 576 TO FOREST SERVICE ROAD 597, AND
 AE8217'MARK ON THE NORTHEAST SIDE OF T-INTERSECTION. MARK IS ABOUT 1 FOOT
 AE8217'(0.3 M) LOWER THAN THE ROAD AND IS RECESSED 1 INCH BELOW GROUND.
 AE8217'LOCATED 13.5 FT (4.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF GRAVEL
 AE8217'ROAD 576, 192.0 FT (58.5 M) NORTHEAST OF THE CENTERLINE INTERSECTION
 AE8217'OF ROAD 576 AND ROAD 597, 120.0 FT (36.6 M) EAST-NORTHEAST OF THE
 AE8217'NORTHEAST CORNER OF AN OLD CONCRETE PAD--AND 23.4 FT (7.1 M)
 AE8217'SOUTH-SOUTHWEST OF A 6-INCH PINE, 86.5 FT (26.4 M) SOUTHEAST OF A
 AE8217'6-INCH PINE--BOTH WITH REFERENCE TAGS.
 AE8217
 AE8217                          STATION RECOVERY (1997)
 AE8217
 AE8217'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AE8217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8240 ***********************************************************************
 AE8240  DESIGNATION -  BUSTY AZ MK
 AE8240  PID         -  AE8240
 AE8240  STATE/COUNTY-  NC/MONTGOMERY
 AE8240  USGS QUAD   -  BADIN (1994)
 AE8240
 AE8240                         *CURRENT SURVEY CONTROL
 AE8240  ___________________________________________________________________
 AE8240* NAD 83(2001)-  35 25 57.37172(N)    080 03 47.43271(W)     ADJUSTED  
 AE8240* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 AE8240  ___________________________________________________________________
 AE8240  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AE8240  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AE8240  HORZ ORDER  -  SECOND
 AE8240
 AE8240.The horizontal coordinates were established by classical geodetic methods
 AE8240.and adjusted by the National Geodetic Survey in August 2005.
 AE8240
 AE8240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8240
 AE8240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8240
 AE8240.The geoid height was determined by GEOID03.
 AE8240
 AE8240;                    North         East     Units Scale Factor Converg.
 AE8240;SPC NC       -   187,168.524   513,073.089   MT  0.99987755   -0 36 49.1
 AE8240;SPC NC       -   614,068.73  1,683,307.29   sFT  0.99987755   -0 36 49.1
 AE8240;UTM  17      - 3,921,421.894   585,035.660   MT  0.99968911   +0 32 35.3
 AE8240
 AE8240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8240!SPC NC       -   0.99997420  x   0.99987755  =   0.99985175
 AE8240!UTM  17      -   0.99997420  x   0.99968911  =   0.99966332
 AE8240
 AE8240                          SUPERSEDED SURVEY CONTROL
 AE8240
 AE8240  NAD 83(1986)-  35 25 57.38147(N)    080 03 47.44428(W) AD(       ) 2
 AE8240  NGVD 29 (12/22/97)  195.0    (m)          640.     (f) VERT ANG    3  
 AE8240
 AE8240.Superseded values are not recommended for survey control.
 AE8240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8240.See file dsdata.txt to determine how the superseded data were derived.
 AE8240
 AE8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8503621422(NAD 83)
 AE8240_MARKER: DZ = AZIMUTH MARK DISK
 AE8240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8240_STAMPING: BUSTY 1992
 AE8240_MARK LOGO: NCGS  
 AE8240_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8240+STABILITY: SURFACE MOTION
 AE8240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8240+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8240
 AE8240  HISTORY     - Date     Condition        Report By
 AE8240  HISTORY     - 1992     MONUMENTED       NCGS
 AE8240
 AE8240                          STATION DESCRIPTION
 AE8240
 AE8240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8240'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) EAST-NORTHEAST OF BADIN AND
 AE8240'10.8 MI (17.4 KM) WEST-NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3
 AE8240'MI (0.5 KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO
 AE8240'UWHARRIE NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE 0.45 MI
 AE8240'(0.72 KM) SOUTH ALONG THE ENTRANCE ROAD TO FOREST SERVICE ROAD NO.
 AE8240'576, THENCE WEST FOR 3.25 MI (5.23 KM) ALONG FOREST SERVICE ROAD NO.
 AE8240'576, TO MARK IN THE EDGE OF THE WOODS, OR 0.15 MI (0.24 KM) SOUTHWEST
 AE8240'OF FOREST SERVICE ROAD 597. MARK IS ABOUT 3 FEET (0.9 M) HIGHER THAN
 AE8240'THE ROAD AND IS FLUSH WITH THE GROUND. LOCATED 28.0 FT (8.5 M)
 AE8240'SOUTHEAST OF THE CENTER OF GRAVEL ROAD NO. 576, 33.3 FT (10.1 M)
 AE8240'EAST-NORTHEAST OF THE EAST END OF A CULVERT UNDER THE ROAD, 48.5 FT
 AE8240'(14.8 M) EAST-SOUTHEAST OF THE WEST END OF A CULVERT UNDER THE
 AE8240'ROAD--AND 55.7 FT (17.0 M) SOUTH-SOUTHEAST OF A 12-INCH OAK, 29.8 FT
 AE8240'(9.1 M) WEST OF A 6-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4289 ***********************************************************************
 EZ4289  DESIGNATION -  BUSY
 EZ4289  PID         -  EZ4289
 EZ4289  STATE/COUNTY-  NC/JOHNSTON
 EZ4289  USGS QUAD   -  SELMA (1988)
 EZ4289
 EZ4289                         *CURRENT SURVEY CONTROL
 EZ4289  ___________________________________________________________________
 EZ4289* NAD 83(2001)-  35 31 12.03472(N)    078 15 24.36064(W)     ADJUSTED  
 EZ4289* NAVD 88     -        51.7    (meters)     170.     (feet)  VERTCON   
 EZ4289  ___________________________________________________________________
 EZ4289  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 EZ4289  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EZ4289  HORZ ORDER  -  SECOND
 EZ4289
 EZ4289.The horizontal coordinates were established by classical geodetic methods
 EZ4289.and adjusted by the National Geodetic Survey in August 2005.
 EZ4289
 EZ4289.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4289
 EZ4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4289
 EZ4289.The geoid height was determined by GEOID03.
 EZ4289
 EZ4289;                    North         East     Units Scale Factor Converg.
 EZ4289;SPC NC       -   196,600.476   677,009.102   MT  0.99988351   +0 25 44.3
 EZ4289;SPC NC       -   645,013.40  2,221,154.03   sFT  0.99988351   +0 25 44.3
 EZ4289;UTM  17      - 3,934,174.062   748,761.740   MT  1.00036266   +1 35 40.6
 EZ4289
 EZ4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4289!SPC NC       -   0.99999728  x   0.99988351  =   0.99988079
 EZ4289!UTM  17      -   0.99999728  x   1.00036266  =   1.00035994
 EZ4289
 EZ4289:                Primary Azimuth Mark                     Grid Az
 EZ4289:SPC NC       -  FITZ                                     125 01 23.5
 EZ4289:UTM  17      -  FITZ                                     123 51 27.2
 EZ4289
 EZ4289|---------------------------------------------------------------------|
 EZ4289| PID    Reference Object                     Distance      Geod. Az  |
 EZ4289|                                                           dddmmss.s |
 EZ4289| EZ4190 FITZ                                APPROX. 1.1 KM 1252707.8 |
 EZ4289|---------------------------------------------------------------------|
 EZ4289
 EZ4289                          SUPERSEDED SURVEY CONTROL
 EZ4289
 EZ4289  NAD 83(1986)-  35 31 12.04226(N)    078 15 24.36905(W) AD(       ) 2
 EZ4289  NAD 27      -  35 31 11.46657(N)    078 15 25.37532(W) AD(       ) 2
 EZ4289  NGVD 29 (07/19/86)   52.0    (m)          171.     (f) VERT ANG    3  
 EZ4289
 EZ4289.Superseded values are not recommended for survey control.
 EZ4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4289.See file dsdata.txt to determine how the superseded data were derived.
 EZ4289
 EZ4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4876234174(NAD 83)
 EZ4289_MARKER: DE = TRAVERSE STATION DISK
 EZ4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4289_STAMPING: BUSY 1967
 EZ4289_MARK LOGO: NCGS  
 EZ4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4289+STABILITY: SURFACE MOTION
 EZ4289
 EZ4289  HISTORY     - Date     Condition        Report By
 EZ4289  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4289
 EZ4289                          STATION DESCRIPTION
 EZ4289
 EZ4289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4289'BUSY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4289'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4289'
 EZ4289'BUSY IS LOCATED APPROXIMATELY 1.0 MILE NORTHWEST OF PINE
 EZ4289'LEVEL.  TO REACH STATION PROCEED FROM I-95 BRIDGE OVER SR
 EZ4289'1927 AND SOUTHERN RR, GO SOUTHEAST ON SR 1927 FOR 1.0 MILE TO
 EZ4289'STATION.  WHICH IS 0.85 MILE NORTHWEST OF INTERSECTION OF
 EZ4289'SR 1927 WITH SR 2309 IN PINE LEVEL, ON THE NORTH SIDE OF
 EZ4289'SR 1927 IN SOUTHWEST CORNER OF YARD OF ONE STORY WHITE FRAME
 EZ4289'HOUSE WITH RED SHUTTERS AND THE EAST SIDE OF DRIVEWAY TO HOUSE.
 EZ4289'
 EZ4289'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4289'BUSY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4289'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4289'
 EZ4289'MARK IS
 EZ4289'
 EZ4289'22.9 FT NE OF C/L OF SR 1927
 EZ4289'
 EZ4289'22.1 FT ESE OF C/L OF SOIL DRIVEWAY
 EZ4289'
 EZ4289'64.2 FT NNW OF TP WITH ALUMINUM REF. TAG ON S SIDE OF SR 1927
 EZ4289'
 EZ4289'45.1 FT SW OF 24 INCH ELM TREE WITH ALUMINUM REF. TAG IN FRONT
 EZ4289'YARD OF ONE STORY WHITE HOUSE WITH RED SHUTTERS
 EZ4289'
 EZ4289'41.0 FT SSW OF 6 INCH CEDAR TREE WITH ALUMINUM REF. TAG IN
 EZ4289'FRONT YARD OF ONE STORY WHITE HOUSE WITH RED SHUTTERS
 EZ4289'
 EZ4289'53.2 FT WNW OF S END FENCE POST BETWEEN HOUSES, AND WITH
 EZ4289'ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0676 ***********************************************************************
 EZ0676  DESIGNATION -  BUTANE
 EZ0676  PID         -  EZ0676
 EZ0676  STATE/COUNTY-  NC/WAKE
 EZ0676  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0676
 EZ0676                         *CURRENT SURVEY CONTROL
 EZ0676  ___________________________________________________________________
 EZ0676* NAD 83(2001)-  35 47 19.68077(N)    078 44 30.05186(W)     ADJUSTED  
 EZ0676* NAVD 88     -       151.067  (meters)     495.63   (feet)  ADJUSTED  
 EZ0676  ___________________________________________________________________
 EZ0676  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 EZ0676  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EZ0676  DYNAMIC HT  -         150.937 (meters)     495.20  (feet)  COMP
 EZ0676  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 EZ0676
 EZ0676  HORZ ORDER  -  SECOND
 EZ0676  VERT ORDER  -  FIRST     CLASS I
 EZ0676
 EZ0676.The horizontal coordinates were established by classical geodetic methods
 EZ0676.and adjusted by the National Geodetic Survey in August 2005.
 EZ0676
 EZ0676.The orthometric height was determined by differential leveling
 EZ0676.and adjusted in June 1991.
 EZ0676.WARNING-Repeat measurements at this control monument indicate possible
 EZ0676.vertical movement.
 EZ0676
 EZ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0676
 EZ0676.The geoid height was determined by GEOID03.
 EZ0676
 EZ0676.The dynamic height is computed by dividing the NAVD 88
 EZ0676.geopotential number by the normal gravity value computed on the
 EZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0676.degrees latitude (g = 980.6199 gals.).
 EZ0676
 EZ0676.The modeled gravity was interpolated from observed gravity values.
 EZ0676
 EZ0676;                    North         East     Units Scale Factor Converg.
 EZ0676;SPC NC       -   226,198.492   632,952.173   MT  0.99991642   +0 08 56.7
 EZ0676;SPC NC       -   742,119.55  2,076,610.59   sFT  0.99991642   +0 08 56.7
 EZ0676;UTM  17      - 3,962,876.622   704,095.078   MT  1.00011331   +1 19 16.0
 EZ0676
 EZ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0676!SPC NC       -   0.99998138  x   0.99991642  =   0.99989780
 EZ0676!UTM  17      -   0.99998138  x   1.00011331  =   1.00009469
 EZ0676
 EZ0676:                Primary Azimuth Mark                     Grid Az
 EZ0676:SPC NC       -  SHEEP                                    281 27 32.2
 EZ0676:UTM  17      -  SHEEP                                    280 17 12.9
 EZ0676
 EZ0676|---------------------------------------------------------------------|
 EZ0676| PID    Reference Object                     Distance      Geod. Az  |
 EZ0676|                                                           dddmmss.s |
 EZ0676| EZ0674 SHEEP                               APPROX. 1.1 KM 2813628.9 |
 EZ0676|---------------------------------------------------------------------|
 EZ0676
 EZ0676                          SUPERSEDED SURVEY CONTROL
 EZ0676
 EZ0676  NAD 83(1986)-  35 47 19.68281(N)    078 44 30.06190(W) AD(       ) 2
 EZ0676  NAD 83(1986)-  35 47 19.68150(N)    078 44 30.05810(W) AD(       ) 2
 EZ0676  NAD 27      -  35 47 19.14505(N)    078 44 31.04609(W) AD(       ) 2
 EZ0676  NGVD 29 (??/??/92)  151.320  (m)          496.46   (f) ADJ UNCH    1 1
 EZ0676
 EZ0676.Superseded values are not recommended for survey control.
 EZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0676.See file dsdata.txt to determine how the superseded data were derived.
 EZ0676
 EZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0409562877(NAD 83)
 EZ0676_MARKER: DE = TRAVERSE STATION DISK
 EZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0676_SP_SET: CONCRETE POST
 EZ0676_STAMPING: BUTANE 1965
 EZ0676_MARK LOGO: NCGS  
 EZ0676_PROJECTION: PROJECTING 8 CENTIMETERS
 EZ0676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0676+STABILITY: SURFACE MOTION
 EZ0676
 EZ0676  HISTORY     - Date     Condition        Report By
 EZ0676  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0676  HISTORY     - 1967     GOOD             NCGS
 EZ0676  HISTORY     - 1980     GOOD             NCGS
 EZ0676  HISTORY     - 1980     GOOD             NCGS
 EZ0676  HISTORY     - 1984     GOOD             NCGS
 EZ0676  HISTORY     - 1984     GOOD             NCGS
 EZ0676  HISTORY     - 20081231 MARK NOT FOUND   GEOCAC
 EZ0676
 EZ0676                          STATION DESCRIPTION
 EZ0676
 EZ0676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0676'BUTANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0676'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ0676'
 EZ0676'BUTANE IS 5.7 MILES W OF RALEIGH AND 2.6 MILES E OF
 EZ0676'CARY.  LOCATED 1.35 MILES E ALONG U.S. 64 AND 1 FROM SR
 EZ0676'1415.  0.55 MILES W OF U.S. 64 AND SR 1657.  APPROXIMATELY
 EZ0676'300 FT E OF MAIN BUILDING OF THE BUTANE GAS CO. ON THE N SIDE
 EZ0676'OF SEABOARD AIRLINE RR AND ON TOP OF BANK OF A 15 FT CUT AT
 EZ0676'E END OF SPUR TRACK.
 EZ0676'
 EZ0676'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ0676'BUTANE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0676'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EZ0676'
 EZ0676'MARK IS
 EZ0676'
 EZ0676'31.2 FT N OF N TRACK OF RAILROAD
 EZ0676'
 EZ0676'31.9 FT E OF PP WITH ALUMINUM REF. TAG
 EZ0676'
 EZ0676'105.3 FT NE OF MILE POST 75
 EZ0676'
 EZ0676'33.5 FT S OF C/L OF DIRT ROAD
 EZ0676'
 EZ0676'3.0 FT N OF TOP OF CUT
 EZ0676'
 EZ0676'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0676
 EZ0676                          STATION RECOVERY (1967)
 EZ0676
 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967
 EZ0676'2.3 MI E FROM CARY.
 EZ0676'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 EZ0676'FROM THE STATION AT CARY, ON THE CREST OF A CUT FOR THE RAILROAD,
 EZ0676'8 1/2 RAILS EAST OF THE CROSSING OF THE RAILROAD AND BRASHFORD
 EZ0676'ROAD, 105 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILEPOST
 EZ0676'75, 44 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 8 1/2 RAILS
 EZ0676'EAST OF THE SEABOARD COAST LINE RAILROAD COMPANY MILEPOST 163,
 EZ0676'31 FEET NORTH OF THE NORTH RAIL OF THE SEABOARD TRACK, 33 FEET
 EZ0676'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 90 FEET SOUTHEAST OF
 EZ0676'A CORNER POST FOR A CHAIN LINK FENCE WHICH BORDERS THE NORTH
 EZ0676'CAROLINA BUTANE GAS COMPANY, 32 FEET EAST OF A POWER POLE WHICH
 EZ0676'BEARS AN ALUMINUM REFERENCE TAG, ABOUT 9 FEET ABOVE THE LEVEL
 EZ0676'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EZ0676'2 INCHES.
 EZ0676
 EZ0676                          STATION RECOVERY (1980)
 EZ0676
 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ0676'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  MILE
 EZ0676'POST 75 HAS BEEN REPLACED BY A--RAILROAD--SIGN POST AND THE MARK IS
 EZ0676'89.5 FEET SOUTHEAST OF A FENCE AROUND BUTANE COMPANY.
 EZ0676
 EZ0676                          STATION RECOVERY (1980)
 EZ0676
 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0676'2.4 MILES EAST ALONG SR 1011 - CHATHAM STREET - FROM INTERSECTION
 EZ0676'WITH ACADEMY STREET IN CARY, ON THE CREST OF A CUT ON NORTH SIDE
 EZ0676'OF RAILROAD AND ROAD, APPROXIMATELY 300 FEET EAST OF MAIN
 EZ0676'BUILDING OF BUTANE GAS COMPANY, 0.1 MILE EAST OF INTERSECTION WITH
 EZ0676'SR 1314 AND RAILROAD MILEPOST 163, 31.2 FEET NORTH OF NORTH RAIL
 EZ0676'OF NORTH TRACKS OF RAILROAD, 31.9 FEET EAST OF POWER POLE WITH
 EZ0676'REFERENCE TAG, 33.5 FEET SOUTH OF CENTERLINE OF DIRT ROAD, 89.5
 EZ0676'FEET SOUTHEAST OF FENCE CORNER, 105.3 FEET NORTHEAST OF RAILROAD
 EZ0676'SIGN NUMBER 75 AND 3.0 FEET NORTH OF TOP OF CUT.
 EZ0676'THE MARK IS 9 FT ABOVE TRACKS.
 EZ0676
 EZ0676                          STATION RECOVERY (1984)
 EZ0676
 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 EZ0676'THE STATION WAS RECOVERED AT THIS DATE.
 EZ0676'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 EZ0676'
 EZ0676'STATION IS ALSO A BENCH MARK.
 EZ0676
 EZ0676                          STATION RECOVERY (1984)
 EZ0676
 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ0676'RECOVERED IN GOOD CONDITION.
 EZ0676
 EZ0676                          STATION RECOVERY (2008)
 EZ0676
 EZ0676'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ0676'THE BANK APPEARS TO HAVE BEEN CUT BACK. THE REFERENCED RAIL SIDING HAS
 EZ0676'BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2883 ***********************************************************************
 FY2883  DESIGNATION -  BUTCH
 FY2883  PID         -  FY2883
 FY2883  STATE/COUNTY-  NC/GRANVILLE
 FY2883  USGS QUAD   -  CREEDMOOR (1990)
 FY2883
 FY2883                         *CURRENT SURVEY CONTROL
 FY2883  ___________________________________________________________________
 FY2883* NAD 83(2001)-  36 06 26.18094(N)    078 43 19.47308(W)     ADJUSTED  
 FY2883* NAVD 88     -       106.4    (meters)     349.     (feet)  VERTCON   
 FY2883  ___________________________________________________________________
 FY2883  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 FY2883  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FY2883  HORZ ORDER  -  SECOND
 FY2883
 FY2883.The horizontal coordinates were established by classical geodetic methods
 FY2883.and adjusted by the National Geodetic Survey in August 2005.
 FY2883
 FY2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2883
 FY2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2883
 FY2883.The geoid height was determined by GEOID03.
 FY2883
 FY2883;                    North         East     Units Scale Factor Converg.
 FY2883;SPC NC       -   261,538.347   634,625.471   MT  0.99998397   +0 09 37.5
 FY2883;SPC NC       -   858,063.73  2,082,100.40   sFT  0.99998397   +0 09 37.5
 FY2883;UTM  17      - 3,998,249.340   705,042.128   MT  1.00011805   +1 20 34.2
 FY2883
 FY2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2883!SPC NC       -   0.99998828  x   0.99998397  =   0.99997225
 FY2883!UTM  17      -   0.99998828  x   1.00011805  =   1.00010633
 FY2883
 FY2883:                Primary Azimuth Mark                     Grid Az
 FY2883:SPC NC       -  WADE                                     037 48 34.6
 FY2883:UTM  17      -  WADE                                     036 37 37.9
 FY2883
 FY2883|---------------------------------------------------------------------|
 FY2883| PID    Reference Object                     Distance      Geod. Az  |
 FY2883|                                                           dddmmss.s |
 FY2883| FY2010 WADE                                415.737 METERS 0375812.1 |
 FY2883| FY2888 CURRIN                              305.720 METERS 08205     |
 FY2883|---------------------------------------------------------------------|
 FY2883
 FY2883                          SUPERSEDED SURVEY CONTROL
 FY2883
 FY2883  NAD 83(1993)-  36 06 26.18964(N)    078 43 19.48486(W) AD(       ) 2
 FY2883  NAD 83(1986)-  36 06 26.18863(N)    078 43 19.48673(W) AD(       ) 2
 FY2883  NAD 27      -  36 06 25.65693(N)    078 43 20.47068(W) AD(       ) 2
 FY2883  NGVD 29 (07/19/86)  106.7    (m)          350.     (f) VERT ANG    3  
 FY2883
 FY2883.Superseded values are not recommended for survey control.
 FY2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2883.See file dsdata.txt to determine how the superseded data were derived.
 FY2883
 FY2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0504298249(NAD 83)
 FY2883_MARKER: DE = TRAVERSE STATION DISK
 FY2883_SETTING: 0 = UNSPECIFIED SETTING
 FY2883_STAMPING: BUTCH 1969
 FY2883_MARK LOGO: NCGS  
 FY2883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2883
 FY2883  HISTORY     - Date     Condition        Report By
 FY2883  HISTORY     - 1969     MONUMENTED       NCGS
 FY2883  HISTORY     - 1971     GOOD             NCGS
 FY2883  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY2883
 FY2883                          STATION DESCRIPTION
 FY2883
 FY2883'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2883'BUTCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2883'THE VICINITY OF CREEDMOOR, NORTH CAROLINA.
 FY2883'
 FY2883'BUTCH IS LOCATED APPROXIMATELY 2.2 MILES SOUTHWEST OF
 FY2883'CREEDMOOR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 FY2883'56 AND U.S. 15, GO SOUTHWEST ON U.S. 15 FOR 1.95 MILES TO FARM
 FY2883'ROAD ON LEFT, GO SOUTH ON FARM ROAD FOR 0.1 MILE TO Y
 FY2883'INTERSECTION, TAKE RIGHT FORK FOR 0.05 MILE TO STATION ON NORTH
 FY2883'CORNER OF WEST FENCE AROUND BARN.
 FY2883'
 FY2883'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2883'BUTCH 1969, SET IN THE TOP OF A PRECAST MONUMENT, WHICH IS FLUSH
 FY2883'WITH THE SURFACE OF THE GROUND.
 FY2883'
 FY2883'MARK IS
 FY2883'
 FY2883'105.7 FT W OF C/L OF DIRT ROAD
 FY2883'
 FY2883'90.1 FT W OF S CORNER OF GATE
 FY2883'
 FY2883'52.5 FT N OF NW CORNER OF BARN
 FY2883'
 FY2883'4.8 FT N OF W CORNER POST, AND WITH ALUMINUM REF. TAG
 FY2883'
 FY2883'13.4 FT W OF 1ST POST DIRECTLY EAST OF WEST CORNER POST, AND
 FY2883'WITH ALUMINUM REF. TAG
 FY2883'
 FY2883'42.0 FT N OF N GATE POST
 FY2883
 FY2883                          STATION RECOVERY (1971)
 FY2883
 FY2883'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2883'BUTCH NCGS RECOVERED AS DESCRIBED.
 FY2883
 FY2883                          STATION RECOVERY (1987)
 FY2883
 FY2883'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DK8020 ***********************************************************************
 DK8020  HT_MOD      -  This is a Height Modernization Survey Station.
 DK8020  DESIGNATION -  BUTCH
 DK8020  PID         -  DK8020
 DK8020  STATE/COUNTY-  NC/SWAIN
 DK8020  USGS QUAD   -  SMOKEMONT (1987)
 DK8020
 DK8020                         *CURRENT SURVEY CONTROL
 DK8020  ___________________________________________________________________
 DK8020* NAD 83(2007)-  35 31 05.90102(N)    083 17 19.39240(W)     ADJUSTED  
 DK8020* NAVD 88     -       725.49   (meters)    2380.2    (feet)  GPS OBS   
 DK8020  ___________________________________________________________________
 DK8020  EPOCH DATE  -        2002.00
 DK8020  X           -     607,447.303 (meters)                     COMP
 DK8020  Y           -  -5,162,181.627 (meters)                     COMP
 DK8020  Z           -   3,685,226.130 (meters)                     COMP
 DK8020  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DK8020  ELLIP HEIGHT-         696.853 (meters)          (01/21/09) ADJUSTED
 DK8020  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DK8020  HORZ ORDER  -  FIRST
 DK8020  ELLP ORDER  -  FOURTH    CLASS II
 DK8020
 DK8020.The horizontal coordinates were established by GPS observations
 DK8020.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in January 2009.
 DK8020
 DK8020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DK8020.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DK8020.The horizontal coordinates are valid at the epoch date displayed above.
 DK8020.The epoch date for horizontal control is a decimal equivalence
 DK8020.of Year/Month/Day.
 DK8020
 DK8020.The orthometric height was determined by GPS observations and a
 DK8020.high-resolution geoid model.
 DK8020.The orthometric height was determined by GPS observations and a
 DK8020.high-resolution geoid model using precise GPS observation and
 DK8020.processing techniques.
 DK8020
 DK8020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8020
 DK8020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DK8020
 DK8020.The ellipsoidal height was determined by GPS observations
 DK8020.and is referenced to NAD 83.
 DK8020
 DK8020.The geoid height was determined by GEOID03.
 DK8020
 DK8020;                    North         East     Units Scale Factor Converg.
 DK8020;SPC NC       -   204,560.253   220,742.918   MT  0.99988338   -2 28 31.2
 DK8020;SPC NC       -   671,128.10    724,220.72   sFT  0.99988338   -2 28 31.2
 DK8020;UTM  17      - 3,932,932.639   292,457.893   MT  1.00013083   -1 19 48.5
 DK8020
 DK8020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8020!SPC NC       -   0.99989064  x   0.99988338  =   0.99977403
 DK8020!UTM  17      -   0.99989064  x   1.00013083  =   1.00002145
 DK8020
 DK8020:                Primary Azimuth Mark                     Grid Az
 DK8020:SPC NC       -  JAY                                      269 40 38.2
 DK8020:UTM  17      -  JAY                                      268 31 55.5
 DK8020
 DK8020|---------------------------------------------------------------------|
 DK8020| PID    Reference Object                     Distance      Geod. Az  |
 DK8020|                                                           dddmmss.s |
 DK8020| DK8030 JAY                                 481.133 METERS 2671207.0 |
 DK8020|---------------------------------------------------------------------|
 DK8020
 DK8020                          SUPERSEDED SURVEY CONTROL
 DK8020
 DK8020.No superseded survey control is available for this station.
 DK8020
 DK8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9245832933(NAD 83)
 DK8020_MARKER: DH = HORIZONTAL CONTROL DISK
 DK8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8020_STAMPING: BUTCH 2003
 DK8020_MARK LOGO: NCGS  
 DK8020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8020+STABILITY: SURFACE MOTION
 DK8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8020+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DK8020
 DK8020  HISTORY     - Date     Condition        Report By
 DK8020  HISTORY     - 2003     MONUMENTED       NCGS
 DK8020
 DK8020                          STATION DESCRIPTION
 DK8020
 DK8020'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003
 DK8020'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHEAST OF BRYSON CITY,
 DK8020'10.7 MI (17.2 KM) NORTH-NORTHWEST OF SYLVA AND 3.3 MI (5.3 KM)
 DK8020'NORTH-NORTHEAST OF CHEROKEE.
 DK8020' 
 DK8020'ALONG THE BLUE RIDGE PARKWAY FOR 1.2 MI (1.9 KM) SOUTHEAST FROM US 441
 DK8020'(JUST NORTH OF CHEROKEE), TO THE RAVEN FORK SCENIC OVERLOOK.    MARK
 DK8020'IS ABOUT LEVEL WITH THE BLUE RIDGE PARKWAY AND FLUSH WITH THE GROUND.
 DK8020'LOCATED 46.0 FT (14.0 M) NORTHWEST OF THE CENTERLINE OF THE BLUE RIDGE
 DK8020'PARKWAY, 122.8 FT (37.4 M) NORTH OF THE NORTH END OF THE STONE
 DK8020'HEADWALL ON THE SOUTHEAST SIDE OF THE BLUE RIDGE PARKWAY, 4.0 FT (1.2
 DK8020'M) EAST-SOUTHEAST OF THE EDGE OF THE OVERLOOK DROP OFF AND 45.4 FT
 DK8020'(13.8 M) SOUTH-SOUTHWEST OF THE SOUTH LEG OF THE RAVEN FORK VIEW SIGN
 DK8020'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1620 ***********************************************************************
 EB1620  DESIGNATION -  BUTLER
 EB1620  PID         -  EB1620
 EB1620  STATE/COUNTY-  NC/SCOTLAND
 EB1620  USGS QUAD   -  LAURINBURG (1982)
 EB1620
 EB1620                         *CURRENT SURVEY CONTROL
 EB1620  ___________________________________________________________________
 EB1620* NAD 83(2001)-  34 45 16.36405(N)    079 24 01.66359(W)     ADJUSTED  
 EB1620* NAVD 88     -        61.500  (meters)     201.77   (feet)  ADJUSTED  
 EB1620  ___________________________________________________________________
 EB1620  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 EB1620  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 EB1620  DYNAMIC HT  -          61.442 (meters)     201.58  (feet)  COMP
 EB1620  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EB1620
 EB1620  HORZ ORDER  -  SECOND
 EB1620  VERT ORDER  -  SECOND    CLASS I
 EB1620
 EB1620.The horizontal coordinates were established by classical geodetic methods
 EB1620.and adjusted by the National Geodetic Survey in August 2005.
 EB1620
 EB1620.The orthometric height was determined by differential leveling
 EB1620.and adjusted in June 1991.
 EB1620
 EB1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1620
 EB1620.The geoid height was determined by GEOID03.
 EB1620
 EB1620.The dynamic height is computed by dividing the NAVD 88
 EB1620.geopotential number by the normal gravity value computed on the
 EB1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1620.degrees latitude (g = 980.6199 gals.).
 EB1620
 EB1620.The modeled gravity was interpolated from observed gravity values.
 EB1620
 EB1620;                    North         East     Units Scale Factor Converg.
 EB1620;SPC NC       -   111,509.153   572,938.336   MT  0.99991000   -0 13 52.1
 EB1620;SPC NC       -   365,842.95  1,879,715.19   sFT  0.99991000   -0 13 52.1
 EB1620;UTM  17      - 3,846,988.789   646,401.713   MT  0.99986418   +0 54 43.2
 EB1620
 EB1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1620!SPC NC       -   0.99999545  x   0.99991000  =   0.99990545
 EB1620!UTM  17      -   0.99999545  x   0.99986418  =   0.99985963
 EB1620
 EB1620                          SUPERSEDED SURVEY CONTROL
 EB1620
 EB1620  NAD 83(1986)-  34 45 16.37923(N)    079 24 01.66644(W) AD(       ) 2
 EB1620  NGVD 29 (10/06/93)   61.781  (m)          202.69   (f) ADJUSTED    2 1
 EB1620
 EB1620.Superseded values are not recommended for survey control.
 EB1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1620.See file dsdata.txt to determine how the superseded data were derived.
 EB1620
 EB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU4640246989(NAD 83)
 EB1620_MARKER: DE = TRAVERSE STATION DISK
 EB1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1620_SP_SET: CONCRETE POST
 EB1620_STAMPING: BUTLER 1977
 EB1620_MARK LOGO: NCGS  
 EB1620_PROJECTION: RECESSED 5 CENTIMETERS
 EB1620_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1620+STABILITY: SURFACE MOTION
 EB1620
 EB1620  HISTORY     - Date     Condition        Report By
 EB1620  HISTORY     - 1977     MONUMENTED       NCGS
 EB1620  HISTORY     - 1978     GOOD             NCGS
 EB1620
 EB1620                          STATION DESCRIPTION
 EB1620
 EB1620'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB1620'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES WEST-NORTHWEST OF
 EB1620'MAXTON AND 3.8 MILES EAST-SOUTHEAST OF LAURINBURG.
 EB1620'
 EB1620'TO REACH STATION FROM MERGE POINT OF US 74 BUSINESS AND BYPASS EAST OF
 EB1620'LAURINBURG, PROCEED EAST ALONG US 74 FOR 0.9 MILE TO SR 1611 CROSSROAD
 EB1620'AND STATION ON RIGHT IN THE SOUTHWEST QUADRANT.
 EB1620'
 EB1620'STATION MARK IS A STANDARD DISK STAMPED---BUTLER 1977---SET IN THE
 EB1620'TOP OF A CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND
 EB1620'SURFACE. THE MARK IS 40.2 FEET SOUTH-SOUTHWEST OF CENTERLINE OF US 74,
 EB1620'81.3 FEET WEST-NORTHWEST OF CENTERLINE OF SR 1611, 9.8 FEET NORTHEAST
 EB1620'OF PASTURE CORNER FENCE POST WITH REFERENCE TAG AND 4.6 FEET EAST OF
 EB1620'STEWARTSVILLE CEMETERY SIGN POST.
 EB1620
 EB1620                          STATION RECOVERY (1978)
 EB1620
 EB1620'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1620'3.1 MI NW FROM MAXTON.
 EB1620'0.9 MILE EAST ALONG U.S. 74 FROM MERGE OF BUSINESS AND BYPASS EAST
 EB1620'OF LAURINBURG, AT SR 1611 CROSSROAD, IN SOUTHWEST QUADRANT, 40.2
 EB1620'FEET SOUTH OF CENTERLINE OF U.S. 74, 81.3 FEET WEST OF CENTERLINE
 EB1620'OF SR 1611, 9.8 FEET NORTHEAST OF FENCE POST AT PASTURE CORNER
 EB1620'WITH REFERENCE TAG AND 4.6 FEET EAST OF SIGN POST OF STEWARTSVILLE
 EB1620'CEMETERY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0130 ***********************************************************************
 EB0130  DESIGNATION -  BUTLER
 EB0130  PID         -  EB0130
 EB0130  STATE/COUNTY-  NC/SAMPSON
 EB0130  USGS QUAD   -  CLINTON SOUTH (1986)
 EB0130
 EB0130                         *CURRENT SURVEY CONTROL
 EB0130  ___________________________________________________________________
 EB0130* NAD 83(2001)-  34 55 32.97802(N)    078 19 52.36439(W)     ADJUSTED  
 EB0130* NAVD 88     -        47.950  (meters)     157.32   (feet)  ADJUSTED  
 EB0130  ___________________________________________________________________
 EB0130  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 EB0130  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 EB0130  DYNAMIC HT  -          47.905 (meters)     157.17  (feet)  COMP
 EB0130  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 EB0130
 EB0130  HORZ ORDER  -  SECOND
 EB0130  VERT ORDER  -  SECOND    CLASS II
 EB0130
 EB0130.The horizontal coordinates were established by classical geodetic methods
 EB0130.and adjusted by the National Geodetic Survey in August 2005.
 EB0130
 EB0130.The orthometric height was determined by differential leveling
 EB0130.and adjusted in June 1991.
 EB0130
 EB0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0130
 EB0130.The geoid height was determined by GEOID03.
 EB0130
 EB0130.The dynamic height is computed by dividing the NAVD 88
 EB0130.geopotential number by the normal gravity value computed on the
 EB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0130.degrees latitude (g = 980.6199 gals.).
 EB0130
 EB0130.The modeled gravity was interpolated from observed gravity values.
 EB0130
 EB0130;                    North         East     Units Scale Factor Converg.
 EB0130;SPC NC       -   130,640.679   670,701.398   MT  0.99988868   +0 23 09.6
 EB0130;SPC NC       -   428,610.29  2,200,459.50   sFT  0.99988868   +0 23 09.6
 EB0130;UTM  17      - 3,868,069.521   743,781.456   MT  1.00033252   +1 31 43.2
 EB0130
 EB0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0130!SPC NC       -   0.99999794  x   0.99988868  =   0.99988662
 EB0130!UTM  17      -   0.99999794  x   1.00033252  =   1.00033046
 EB0130
 EB0130:                Primary Azimuth Mark                     Grid Az
 EB0130:SPC NC       -  EPWORTH                                  012 55 16.2
 EB0130:UTM  17      -  EPWORTH                                  011 46 42.6
 EB0130
 EB0130|---------------------------------------------------------------------|
 EB0130| PID    Reference Object                     Distance      Geod. Az  |
 EB0130|                                                           dddmmss.s |
 EB0130| EB0129 EPWORTH                             APPROX. 0.6 KM 0131825.8 |
 EB0130|---------------------------------------------------------------------|
 EB0130
 EB0130                          SUPERSEDED SURVEY CONTROL
 EB0130
 EB0130  NAD 83(1986)-  34 55 32.98831(N)    078 19 52.37835(W) AD(       ) 2
 EB0130  NAD 27      -  34 55 32.38361(N)    078 19 53.37889(W) AD(       ) 2
 EB0130  NGVD 29 (??/??/92)   48.230  (m)          158.23   (f) ADJ UNCH    2 2
 EB0130
 EB0130.Superseded values are not recommended for survey control.
 EB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0130.See file dsdata.txt to determine how the superseded data were derived.
 EB0130
 EB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4378168070(NAD 83)
 EB0130_MARKER: DE = TRAVERSE STATION DISK
 EB0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0130_STAMPING: BUTLER 1973
 EB0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0130+STABILITY: SURFACE MOTION
 EB0130
 EB0130  HISTORY     - Date     Condition        Report By
 EB0130  HISTORY     - 1973     MONUMENTED       NCGS
 EB0130  HISTORY     - 1974     GOOD             NCGS
 EB0130
 EB0130                          STATION DESCRIPTION
 EB0130
 EB0130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0130'BUTLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0130'VICINITY OF CLINTON, NORTH CAROLINA.
 EB0130'
 EB0130'BUTLER IS LOCATED APPROXIMATELY 4.95 MILES SOUTH OF CLINTON, AND
 EB0130'10.35 MILES NNE OF GARLAND.  TO REACH STATION FROM THE US 701 BRIDGE
 EB0130'OVER US 421 SOUTH OF CLINTON, PROCEED SOUTH ALONG US 701 FOR 3.2
 EB0130'MILES TO STATION ON RIGHT, 0.15 MILES NE OF INTERSECTION WITH SR
 EB0130'1222 (NW) AND SR 1149 (SE) (BUTLER CROSSROADS).
 EB0130'
 EB0130'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUTLER
 EB0130'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB0130'FLUSH WITH THE SURFACE OF THE GROUND.
 EB0130'
 EB0130'MARK IS
 EB0130'
 EB0130'28.0 FEET WNW OF C/L OF US 701.
 EB0130'29.4 FEET SW OF 4X4 CROSS ROAD SIGN POST W/ALUMINUM REF. TAG.
 EB0130'81.4 FEET NW OF PP NO. 9553-1 W/ALUMINUM REF. TAG.
 EB0130'54.4 FEET NW OF THE EAST END OF CULVERT UNDER US 701 (WEST END NOT
 EB0130'FOUND).
 EB0130
 EB0130                          STATION RECOVERY (1974)
 EB0130
 EB0130'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0130'5 MI S FROM CLINTON.
 EB0130'TO REACH STATION FROM THE US 701 BRIDGE OVER US 421 SOUTH
 EB0130'OF CLINTON, PROCEED SOUTH ALONG US 701 FOR 3.2 MILES TO STATION
 EB0130'ON RIGHT, 0.15 MILES NE OF INTERSECTION WITH SR 1222 (NW)
 EB0130'AND SR 1149 (SE) (BUTLERS CROSSROADS), 28.0 FT WNW OF US 701,
 EB0130'29.4 FT SW OF 4 X 4 CROSS ROAD SIGN POST W/ALUMINUM REF. TAG,
 EB0130'81.4 FT NW OF PP 9553-1 W/ALUMINUM REF. TAG, 54.4 FT NW OF THE
 EB0130'EAST END OF CULVERT UNDER US 701 (WEST END NOT FOUND).  DISK
 EB0130'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE
 EB0130'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0317 ***********************************************************************
 FA0317  DESIGNATION -  BUTLER
 FA0317  PID         -  FA0317
 FA0317  STATE/COUNTY-  NC/MECKLENBURG
 FA0317  USGS QUAD   -  FORT MILL (1993)
 FA0317
 FA0317                         *CURRENT SURVEY CONTROL
 FA0317  ___________________________________________________________________
 FA0317* NAD 83(2001)-  35 06 39.23798(N)    080 57 43.34263(W)     ADJUSTED  
 FA0317* NAVD 88     -       189.221  (meters)     620.80   (feet)  ADJUSTED  
 FA0317  ___________________________________________________________________
 FA0317  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 FA0317  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA0317  DYNAMIC HT  -         189.047 (meters)     620.23  (feet)  COMP
 FA0317  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 FA0317
 FA0317  HORZ ORDER  -  SECOND
 FA0317  VERT ORDER  -  SECOND    CLASS 0
 FA0317
 FA0317.The horizontal coordinates were established by classical geodetic methods
 FA0317.and adjusted by the National Geodetic Survey in August 2005.
 FA0317
 FA0317.The orthometric height was determined by differential leveling
 FA0317.and adjusted in June 1991.
 FA0317
 FA0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0317
 FA0317.The geoid height was determined by GEOID03.
 FA0317
 FA0317.The dynamic height is computed by dividing the NAVD 88
 FA0317.geopotential number by the normal gravity value computed on the
 FA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0317.degrees latitude (g = 980.6199 gals.).
 FA0317
 FA0317.The modeled gravity was interpolated from observed gravity values.
 FA0317
 FA0317;                    North         East     Units Scale Factor Converg.
 FA0317;SPC NC       -   152,731.867   430,766.101   MT  0.99987560   -1 07 56.8
 FA0317;SPC NC       -   501,087.80  1,413,271.78   sFT  0.99987560   -1 07 56.8
 FA0317;UTM  17      - 3,885,342.162   503,459.268   MT  0.99960015   +0 01 18.6
 FA0317
 FA0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0317!SPC NC       -   0.99997508  x   0.99987560  =   0.99985068
 FA0317!UTM  17      -   0.99997508  x   0.99960015  =   0.99957524
 FA0317
 FA0317:                Primary Azimuth Mark                     Grid Az
 FA0317:SPC NC       -  PRODUCE                                  357 53 40.2
 FA0317:UTM  17      -  PRODUCE                                  356 44 24.8
 FA0317
 FA0317|---------------------------------------------------------------------|
 FA0317| PID    Reference Object                     Distance      Geod. Az  |
 FA0317|                                                           dddmmss.s |
 FA0317| FA0316 PRODUCE                             441.829 METERS 3564543.4 |
 FA0317|---------------------------------------------------------------------|
 FA0317
 FA0317                          SUPERSEDED SURVEY CONTROL
 FA0317
 FA0317  NAD 83(1986)-  35 06 39.25918(N)    080 57 43.35502(W) AD(       ) 2
 FA0317  NAD 27      -  35 06 38.72830(N)    080 57 44.08237(W) AD(       ) 2
 FA0317  NGVD 29 (??/??/92)  189.454  (m)          621.57   (f) ADJ UNCH    2 0
 FA0317
 FA0317.Superseded values are not recommended for survey control.
 FA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0317.See file dsdata.txt to determine how the superseded data were derived.
 FA0317
 FA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0345985342(NAD 83)
 FA0317_MARKER: DE = TRAVERSE STATION DISK
 FA0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0317_STAMPING: BUTLER 1970
 FA0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0317+STABILITY: SURFACE MOTION
 FA0317
 FA0317  HISTORY     - Date     Condition        Report By
 FA0317  HISTORY     - 1970     MONUMENTED       NCGS
 FA0317  HISTORY     - 1972     GOOD             NCGS
 FA0317  HISTORY     - 1984     GOOD             LOCENG
 FA0317  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0317  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0317  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0317  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0317
 FA0317                          STATION DESCRIPTION
 FA0317
 FA0317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0317'BUTLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0317'THE VICINITY OF PINEVILLE, NORTH CAROLINA.
 FA0317'
 FA0317'BUTLER IS LOCATED APPROXIMATELY 4.4 MILES WEST OF PINEVILLE AND 10.7
 FA0317'MILES SOUTHWEST OF CHARLOTTE.  TO REACH STATION PROCEED FROM THE
 FA0317'INTERSECTION OF NC 49 AND NC 160, GO NORTH ON NC 49 FOR 1.8 MILES
 FA0317'TO THE SECOND INTERSECTION OF NC 49 WITH SR 1122 (MOSS RD.), TURN
 FA0317'RIGHT (SE) ON SR 1122 AND GO 0.3 MILE TO STATION ON THE LEFT, IN
 FA0317'THE NORTHWEST CORNER OF YARD OWNED BY MR. BUTLER, AND 0.95
 FA0317'MILE NORTH OF SR 1124.
 FA0317'
 FA0317'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUTLER
 FA0317'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FA0317'INCHES BELOW THE SURFACE OF THE GROUND.
 FA0317'
 FA0317'MARK IS
 FA0317'19.9 FEET ENE OF C/L OF SR 1122.
 FA0317'158.2 FEET NNW OF CENTER OF MR. BUTLERS DRIVEWAY.
 FA0317'38.3 FEET SE OF INTERSECTION OF SR 1122 AND DRIVEWAY TO HOME WILT
 FA0317'MORTON.
 FA0317'8.3 FEET SW OF CORNER FENCE POST.
 FA0317'6.7 FEET WSW OF 3 INCH PINE TREE.
 FA0317
 FA0317                          STATION RECOVERY (1972)
 FA0317
 FA0317'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0317'4.4 MI WNW FROM PINEVILLE.
 FA0317'STATION IS LOCATED APPROXIMATELY 10.4 MI. SW OF DOWNTOWN CHARLOTTE,
 FA0317'AND 0.3 MI. S ALONG SR 1122 (MOSS RD.) FROM INTERSECTION WITH NC 49,
 FA0317'0.9 MI. N OF INTERSECTION WITH SR 1124, IN NW CORNER OF YARD OF
 FA0317'BUTLER RESIDENCE, 19.9 FT ENE OF C/L OF SR 1122, 158.2 FT NNW OF C/L
 FA0317'OF BUTLER DRIVE, 38.3 FT SE OF C/L OF INTERSECTION OF SR 1122 AND
 FA0317'DRIVE TO MORTON RESIDENCE, 8.3 FT SW OF A CORNER FENCE POST AND 6.7
 FA0317'FT WSW OF 3 INCH PINE.  DISK IS SET IN CONCRETE CYLINDER, 2 INCHES
 FA0317'BELOW THE GROUND.
 FA0317
 FA0317                          STATION RECOVERY (1984)
 FA0317
 FA0317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLM)
 FA0317'BUTLER 1970 RECOVERED GOOD.
 FA0317'
 FA0317'RECOVERED AS DESCRIBED EXCEPT CORNER FENCE POST GONE - PINE
 FA0317'TREE NOW 8 INCH (NOT 3) - NO WIT POST.
 FA0317
 FA0317                          STATION RECOVERY (1987)
 FA0317
 FA0317'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0317'MARK NOT FOUND.
 FA0317
 FA0317                          STATION RECOVERY (1988)
 FA0317
 FA0317'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0317'MARK NOT FOUND.
 FA0317
 FA0317                          STATION RECOVERY (1989)
 FA0317
 FA0317'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0317'MARK NOT FOUND.
 FA0317
 FA0317                          STATION RECOVERY (1990)
 FA0317
 FA0317'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2719 ***********************************************************************
 FB2719  DESIGNATION -  BUTLER
 FB2719  PID         -  FB2719
 FB2719  STATE/COUNTY-  NC/BUNCOMBE
 FB2719  USGS QUAD   -  OTEEN (1990)
 FB2719
 FB2719                         *CURRENT SURVEY CONTROL
 FB2719  ___________________________________________________________________
 FB2719* NAD 83(2007)-  35 31 53.03121(N)    082 28 06.79394(W)     ADJUSTED  
 FB2719* NAVD 88     -      1087.     (meters)    3566.     (feet)  SCALED    
 FB2719  ___________________________________________________________________
 FB2719  EPOCH DATE  -        2002.00
 FB2719  X           -     681,204.867 (meters)                     COMP
 FB2719  Y           -  -5,152,411.208 (meters)                     COMP
 FB2719  Z           -   3,686,617.561 (meters)                     COMP
 FB2719  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 FB2719  ELLIP HEIGHT-        1056.727 (meters)          (02/10/07) ADJUSTED
 FB2719  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 FB2719
 FB2719  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2719  Type    PID    Designation                      North   East  Ellip
 FB2719  -------------------------------------------------------------------
 FB2719  NETWORK FB2719 BUTLER                            1.33   0.92   2.74
 FB2719  -------------------------------------------------------------------
 FB2719
 FB2719.The horizontal coordinates were established by GPS observations
 FB2719.and adjusted by the National Geodetic Survey in February 2007.
 FB2719
 FB2719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2719.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2719.The horizontal coordinates are valid at the epoch date displayed above.
 FB2719.The epoch date for horizontal control is a decimal equivalence
 FB2719.of Year/Month/Day.
 FB2719
 FB2719.The orthometric height was scaled from a topographic map.
 FB2719
 FB2719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2719
 FB2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2719
 FB2719.The ellipsoidal height was determined by GPS observations
 FB2719.and is referenced to NAD 83.
 FB2719
 FB2719.The geoid height was determined by GEOID03.
 FB2719
 FB2719;                    North         East     Units Scale Factor Converg.
 FB2719;SPC NC       -   203,106.037   295,124.290   MT  0.99988446   -2 00 07.0
 FB2719;SPC NC       -   666,357.06    968,253.61   sFT  0.99988446   -2 00 07.0
 FB2719;UTM  17      - 3,932,967.348   366,859.373   MT  0.99981845   -0 51 12.9
 FB2719
 FB2719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2719!SPC NC       -   0.99983417  x   0.99988446  =   0.99971865
 FB2719!UTM  17      -   0.99983417  x   0.99981845  =   0.99965265
 FB2719
 FB2719:                Primary Azimuth Mark                     Grid Az
 FB2719:SPC NC       -  BEARWALLOW FIRE TOWER                    129 42 02.9
 FB2719:UTM  17      -  BEARWALLOW FIRE TOWER                    128 33 08.8
 FB2719
 FB2719|---------------------------------------------------------------------|
 FB2719| PID    Reference Object                     Distance      Geod. Az  |
 FB2719|                                                           dddmmss.s |
 FB2719| FB2908 BEARWALLOW FIRE TOWER               APPROX.12.8 KM 1274155.9 |
 FB2719|---------------------------------------------------------------------|
 FB2719
 FB2719                          SUPERSEDED SURVEY CONTROL
 FB2719
 FB2719  NAD 83(2001)-  35 31 53.03121(N)    082 28 06.79402(W) AD(       ) 1
 FB2719  ELLIP H (03/13/03) 1056.775  (m)                       GP(       ) 4 2
 FB2719  NAD 83(1995)-  35 31 53.03645(N)    082 28 06.79409(W) AD(       ) 1
 FB2719  NAD 83(1986)-  35 31 53.03812(N)    082 28 06.79411(W) AD(       ) 1
 FB2719  NAD 83(1986)-  35 31 53.04054(N)    082 28 06.79213(W) AD(       ) 2
 FB2719  NAD 27      -  35 31 52.63022(N)    082 28 07.34928(W) AD(       ) 2
 FB2719  NGVD 29 (09/30/94) 1086.8    (m)         3566.     (f) GPS OBS     3  
 FB2719
 FB2719.Superseded values are not recommended for survey control.
 FB2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2719.See file dsdata.txt to determine how the superseded data were derived.
 FB2719
 FB2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6685932967(NAD 83)
 FB2719_MARKER: DE = TRAVERSE STATION DISK
 FB2719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2719_SP_SET: CONCRETE POST
 FB2719_STAMPING: BUTLER 1967
 FB2719_MARK LOGO: NCGS  
 FB2719_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2719+STABILITY: SURFACE MOTION
 FB2719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2719+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 FB2719
 FB2719  HISTORY     - Date     Condition        Report By
 FB2719  HISTORY     - 1967     MONUMENTED       NCGS
 FB2719  HISTORY     - 1980     GOOD             NCGS
 FB2719  HISTORY     - 19840101 GOOD             NCGS
 FB2719  HISTORY     - 19920128 GOOD             NCGS
 FB2719
 FB2719                          STATION DESCRIPTION
 FB2719
 FB2719'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB2719'BUTLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB2719'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB2719'
 FB2719'BUTLER IS LOCATED APPROXIMATELY 6.5 MILES SOUTHEAST OF THE CENTER OF
 FB2719'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FB2719'US 74 (SE) WITH NC 81 SOUTHWEST OF OTEEN, GO SOUTHEAST ON US 74 FOR
 FB2719'5.95 MILES TO GAP CREEK RD.  (SR 3127), TURN RIGHT
 FB2719'(SOUTHERLY) ON GAP CREEK RD. (SR 3127) FOR 0.8 MILE TO WHERE SR 3128
 FB2719'STARTS, CONTINUE ON SR 3128 FOR 0.6 MILE TO A PROMINENT CURVE
 FB2719'AND INTERSECTION OF SR 3123 WITH SR 3128, TURN RIGHT (WESTERLY) ON SR
 FB2719'3123 FOR 2.25 MILES TO TOP OF MOUNTAIN AND GAP IN FENCE, TURN
 FB2719'LEFT (SOUTHERLY) AND FOLLOW RIDGE FOR 0.6 MILE TO TOP, AND
 FB2719'STATION, WHICH IS LOCATED IN OPEN AREA EAST OF OLD FENCE IN FLAT
 FB2719'AREA. THE MOUNTAIN IS KNOWN LOCALLY AS BUTLER MOUNTAIN.
 FB2719'NOTE - A VEHICLE WITH 4 WHEEL DRIVE IS REQUIRED.
 FB2719'
 FB2719'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUTLER
 FB2719'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FB2719'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FB2719'
 FB2719'MARK IS
 FB2719'133.3 FEET SE OF
 FB2719'24 INCH POPLAR TREE WITH ALUMINUM REF. TAG,
 FB2719'68.0 FEET E OF FENCE POST WITH
 FB2719'ALUMINUM REF. TAG,
 FB2719'93.3 FEET NNE OF METAL POST (APPEARS TO BE
 FB2719'PROPERTY CORNER),
 FB2719'93.0 FEET NNE OF FENCE POST WITH ALUMINUM REF. TAG,
 FB2719'88.1 FEET
 FB2719'N OF 6 INCH SCRUB TREE WITH ALUMINUM REF. TAG, AND
 FB2719'196.6 FEET NNW OF 14 INCH
 FB2719'HICKORY TREE WITH ALUMINUM REF. TAG.
 FB2719
 FB2719                          STATION RECOVERY (1980)
 FB2719
 FB2719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2719'THE STATION WAS RECOVERED AT THIS DATE.
 FB2719'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE NEW
 FB2719'DESCRIPTION FOLLOWS.
 FB2719'
 FB2719'STATION IS LOCATED ON SUMMIT OF BUTLER MOUNTAIN APPROXIMATELY 10.5
 FB2719'KM (6.5 MI) SOUTHEAST OF ASHEVILLE.
 FB2719'
 FB2719'TO REACH STATION FROM THE US 74 UNDERPASS OF I 40, PROCEED
 FB2719'SOUTHEAST ALONG US 74 FOR 8.4 KM (5.2 MI) TO SR 3128 (EMMA GROVE
 FB2719'ROAD) ON RIGHT, THENCE SOUTHWESTERLY ALONG SR 3128 FOR 2.4 KM
 FB2719'(1.5 MI) TO SR 3123 ON RIGHT, THENCE NORTHWEST ALONG SR 3123 FOR
 FB2719'3.5 KM (2.2 MI) TO GAP, THENCE LEAVE MAIN ROAD AND FOLLOW OLD DIM
 FB2719'ROAD ABOUT 1.0 KM (0.6 MI) IN A SOUTHWESTERLY DIRECTION TO STATION
 FB2719'ON TOP OF BALD TOP NEAR OLD DIM ROAD.
 FB2719'
 FB2719'THE STATION IS A STANDARD NCGS DISK
 FB2719'STAMPED---BUTLER 1967---,
 FB2719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FB2719'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB2719'1.5 METERS (5 FT) WEST-NORTHWEST FROM A WITNESS POST WITH REFERENCE
 FB2719'TAG,
 FB2719'1.07 METERS (3.5 FT) EAST FROM THE CENTERLINE OF FIELD ROAD,
 FB2719'27.04 METERS (88.7 FT) NORTH FROM AN 8 INCH LOCUST IN CLUSTER WITH
 FB2719'REFERENCE TAG, AND
 FB2719'28.44 METERS (93.3 FT) EAST-NORTHEAST FROM AN IRON PROPERTY CORNER
 FB2719'IN OLD FENCE LINE.
 FB2719'
 FB2719'SET BY NCGS IN 1967.
 FB2719
 FB2719                          STATION RECOVERY (1984)
 FB2719
 FB2719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 FB2719'RECOVERED AS DESCRIBED.
 FB2719
 FB2719                          STATION RECOVERY (1992)
 FB2719
 FB2719'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2719'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-NORTHWEST OF FAIRVIEW
 FB2719'AND 6.5 MI (10.5 KM) SE OF ASHEVILLE ON BUTLER MOUNTAIN. PROCEED ALONG
 FB2719'US 74 FOR 2.75 MI (4.43 KM) SOUTHEAST FROM THE I-40 OVERPASS (IN EAST
 FB2719'ASHEVILLE), THENCE SOUTHWEST FOR 1.3 MI (2.1 KM) ALONG SR 3125 (CEDAR
 FB2719'MOUNTAIN ROAD) TO BUTLER MOUNTAIN ESTATES, THENCE SOUTH FOR 0.4 MI
 FB2719'(0.6 KM) ALONG LAMBETH WALK, THENCE SOUTHWEST FOR 0.6 MI (1.0 KM)
 FB2719'ALONG PINKERTON CORNER ROAD TO DIRT ROAD AND GATE (BUSTER BROWN
 FB2719'274-1428), THENCE NORTH THROUGH GATE FOR 0.4 MI (0.6 KM) ALONG DIRT
 FB2719'ROAD TO SUMMIT OF BUTLER MOUNTAIN AND STATION. MARK IS LOCATED 10.0 FT
 FB2719'(3.0 M) EAST-NORTHEAST OF THE CENTERLINE OF ROAD AND 89.1 FT (27.2 M)
 FB2719'NORTH-NORTHEAST OF A 10-INCH LOCUST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3019 ***********************************************************************
 FB3019  DESIGNATION -  BUTLER
 FB3019  PID         -  FB3019
 FB3019  STATE/COUNTY-  NC/HENDERSON
 FB3019  USGS QUAD   -  SKYLAND (1991)
 FB3019
 FB3019                         *CURRENT SURVEY CONTROL
 FB3019  ___________________________________________________________________
 FB3019* NAD 83(2001)-  35 24 19.58666(N)    082 30 57.68280(W)     ADJUSTED  
 FB3019* NAVD 88     -       646.9    (meters)    2122.     (feet)  VERTCON   
 FB3019  ___________________________________________________________________
 FB3019  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 FB3019  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 FB3019  HORZ ORDER  -  SECOND
 FB3019
 FB3019.The horizontal coordinates were established by classical geodetic methods
 FB3019.and adjusted by the National Geodetic Survey in August 2005.
 FB3019
 FB3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3019
 FB3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3019
 FB3019.The geoid height was determined by GEOID03.
 FB3019
 FB3019;                    North         East     Units Scale Factor Converg.
 FB3019;SPC NC       -   189,293.078   290,327.476   MT  0.99987617   -2 01 45.6
 FB3019;SPC NC       -   621,039.04    952,516.06   sFT  0.99987617   -2 01 45.6
 FB3019;UTM  17      - 3,919,061.682   362,340.900   MT  0.99983353   -0 52 42.5
 FB3019
 FB3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3019!SPC NC       -   0.99990321  x   0.99987617  =   0.99977939
 FB3019!UTM  17      -   0.99990321  x   0.99983353  =   0.99973675
 FB3019
 FB3019:                Primary Azimuth Mark                     Grid Az
 FB3019:SPC NC       -  REST                                     334 05 37.9
 FB3019:UTM  17      -  REST                                     332 56 34.8
 FB3019
 FB3019|---------------------------------------------------------------------|
 FB3019| PID    Reference Object                     Distance      Geod. Az  |
 FB3019|                                                           dddmmss.s |
 FB3019| FB3020 REST                                APPROX. 2.6 KM 3320352.3 |
 FB3019|---------------------------------------------------------------------|
 FB3019
 FB3019                          SUPERSEDED SURVEY CONTROL
 FB3019
 FB3019  NAD 83(1995)-  35 24 19.59199(N)    082 30 57.68175(W) AD(       ) 2
 FB3019  NAD 83(1986)-  35 24 19.59241(N)    082 30 57.68105(W) AD(       ) 2
 FB3019  NAD 27      -  35 24 19.17978(N)    082 30 58.24154(W) AD(       ) 2
 FB3019  NGVD 29 (07/19/86)  647.0    (m)         2123.     (f) VERT ANG    3  
 FB3019
 FB3019.Superseded values are not recommended for survey control.
 FB3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3019.See file dsdata.txt to determine how the superseded data were derived.
 FB3019
 FB3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6234119062(NAD 83)
 FB3019_MARKER: DE = TRAVERSE STATION DISK
 FB3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3019_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3019+STABILITY: SURFACE MOTION
 FB3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3019+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 FB3019
 FB3019  HISTORY     - Date     Condition        Report By
 FB3019  HISTORY     - 1974     MONUMENTED       NCGS
 FB3019  HISTORY     - 20051230 GOOD             USPSQD
 FB3019
 FB3019                          STATION DESCRIPTION
 FB3019
 FB3019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB3019'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH-SOUTHWEST OF
 FB3019'FLETCHER AND 7.0 MILES NORTH-NORTHWEST OF HENDERSONVILLE.
 FB3019'
 FB3019'TO REACH THE STATION FROM US 25 OVERPASS OF I-26 SOUTH OF FLETCHER,
 FB3019'PROCEED NORTH ALONG US 25 FOR 0.65 MILE TO INTERSECTION WITH SR 1345
 FB3019'(BUTLER BRIDGE RD.), THENCE WESTERLY ALONG SR 1345 AND OVER I-26 FOR
 FB3019'0.15 MILE TO INTERSECTION WITH SR 1365 (RUGBY RD.), AND STATION IN
 FB3019'SOUTHEAST QUADRANT OF THE T INTERSECTION AND APPROXIMATELY 225 FEET
 FB3019'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF SR 1345 BRIDGE RAIL OVER
 FB3019'I-26.
 FB3019'
 FB3019'STATION MARK IS A STANDARD DISK, STAMPED---BUTLER 1974---, SET IN THE
 FB3019'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 INCHES BELOW THE
 FB3019'GROUND SURFACE.  MARK IS 17.1 FEET EAST OF THE CENTERLINE OF SR 1365,
 FB3019'177.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1345, 33.7 FEET
 FB3019'NORTHWEST OF SOUTH END FENCE POST ON EAST SIDE OF SR 1365 WITH
 FB3019'REFERENCE TAG, 62.1 FEET SOUTH OF SOUTH GUARD RAIL POST IN SOUTHEAST
 FB3019'QUADRANT OF INTERSECTION, 51.9 FEET SOUTH OF NORTH END FENCE POST ON
 FB3019'EAST SIDE OF SR 1365 AND 35.2 FEET EAST OF SOUTH GUARD RAIL POST IN
 FB3019'WEST SIDE OF SR 1365.
 FB3019
 FB3019                          STATION RECOVERY (2005)
 FB3019
 FB3019'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2003 ***********************************************************************
 FY2003  DESIGNATION -  BUTNER
 FY2003  PID         -  FY2003
 FY2003  STATE/COUNTY-  NC/GRANVILLE
 FY2003  USGS QUAD   -  NORTHEAST DURHAM (1993)
 FY2003
 FY2003                         *CURRENT SURVEY CONTROL
 FY2003  ___________________________________________________________________
 FY2003* NAD 83(2001)-  36 04 47.48054(N)    078 45 59.79931(W)     ADJUSTED  
 FY2003* NAVD 88     -        89.725  (meters)     294.37   (feet)  ADJUSTED  
 FY2003  ___________________________________________________________________
 FY2003  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 FY2003  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FY2003  DYNAMIC HT  -          89.652 (meters)     294.13  (feet)  COMP
 FY2003  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 FY2003
 FY2003  HORZ ORDER  -  SECOND
 FY2003  VERT ORDER  -  SECOND    CLASS I
 FY2003
 FY2003.The horizontal coordinates were established by classical geodetic methods
 FY2003.and adjusted by the National Geodetic Survey in August 2005.
 FY2003
 FY2003.The orthometric height was determined by differential leveling
 FY2003.and adjusted in June 1991.
 FY2003
 FY2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2003
 FY2003.The geoid height was determined by GEOID03.
 FY2003
 FY2003.The dynamic height is computed by dividing the NAVD 88
 FY2003.geopotential number by the normal gravity value computed on the
 FY2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2003.degrees latitude (g = 980.6199 gals.).
 FY2003
 FY2003.The modeled gravity was interpolated from observed gravity values.
 FY2003
 FY2003;                    North         East     Units Scale Factor Converg.
 FY2003;SPC NC       -   258,485.902   630,622.700   MT  0.99997693   +0 08 04.9
 FY2003;SPC NC       -   848,049.16  2,068,967.97   sFT  0.99997693   +0 08 04.9
 FY2003;UTM  17      - 3,995,114.593   701,102.658   MT  1.00009834   +1 18 56.6
 FY2003
 FY2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2003!SPC NC       -   0.99999089  x   0.99997693  =   0.99996782
 FY2003!UTM  17      -   0.99999089  x   1.00009834  =   1.00008923
 FY2003
 FY2003:                Primary Azimuth Mark                     Grid Az
 FY2003:SPC NC       -  CORNER                                   020 12 31.8
 FY2003:UTM  17      -  CORNER                                   019 01 40.1
 FY2003
 FY2003|---------------------------------------------------------------------|
 FY2003| PID    Reference Object                     Distance      Geod. Az  |
 FY2003|                                                           dddmmss.s |
 FY2003| FY2931 CORNER                              APPROX. 2.5 KM 0202036.7 |
 FY2003|---------------------------------------------------------------------|
 FY2003
 FY2003                          SUPERSEDED SURVEY CONTROL
 FY2003
 FY2003  NAD 83(1993)-  36 04 47.48893(N)    078 45 59.81016(W) AD(       ) 2
 FY2003  NAD 83(1986)-  36 04 47.48779(N)    078 45 59.81146(W) AD(       ) 2
 FY2003  NAD 27      -  36 04 46.95924(N)    078 46 00.79178(W) AD(       ) 2
 FY2003  NGVD 29 (03/05/92)   89.981  (m)          295.21   (f) ADJUSTED    2 1
 FY2003
 FY2003.Superseded values are not recommended for survey control.
 FY2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2003.See file dsdata.txt to determine how the superseded data were derived.
 FY2003
 FY2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0110395115(NAD 83)
 FY2003_MARKER: DE = TRAVERSE STATION DISK
 FY2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2003_SP_SET: CONCRETE POST
 FY2003_STAMPING: BUTNER 1971
 FY2003_MARK LOGO: NCGS  
 FY2003_PROJECTION: RECESSED 5 CENTIMETERS
 FY2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2003+STABILITY: SURFACE MOTION
 FY2003
 FY2003  HISTORY     - Date     Condition        Report By
 FY2003  HISTORY     - 1971     MONUMENTED       NCGS
 FY2003  HISTORY     - 1977     GOOD             NCGS
 FY2003  HISTORY     - 1978     GOOD             NCGS
 FY2003  HISTORY     - 1981     GOOD             NCGS
 FY2003  HISTORY     - 1983     GOOD             USPSQD
 FY2003  HISTORY     - 1985     GOOD             USPSQD
 FY2003  HISTORY     - 1987     GOOD             USPSQD
 FY2003  HISTORY     - 1987     GOOD             USPSQD
 FY2003  HISTORY     - 1988     GOOD             USPSQD
 FY2003
 FY2003                          STATION DESCRIPTION
 FY2003
 FY2003'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FY2003'BUTNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FY2003'VICINITY OF CREEDMOOR, NORTH CAROLINA.
 FY2003'
 FY2003'BUTNER IS LOCATED APPROXIMATELY 5.4 MILES SOUTHWEST OF CREEDMOOR.
 FY2003'STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF I-85 AND
 FY2003'US 15 OVERPASS, 0.85 MILE NORTH OF DURHAM-GRANVILLE COUNTY LINE
 FY2003'CROSSING ON I-85.
 FY2003'
 FY2003'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUTNER
 FY2003'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FY2003'FLUSH WITH THE GROUND.
 FY2003'
 FY2003'MARK IS
 FY2003'17.1 FEET SW OF C/L OF N BOUND LANE OF US 15.
 FY2003'6.0 FEET SSE OF SW END OF US 15 BRIDGE OVER I-85.
 FY2003'3.0 FEET SE OF SW END OF BRIDGE WING WALL.
 FY2003'63.7 FEET N OF E END OF CONCRETE DRAIN TROUGH.
 FY2003'70.5 FEET SW OF SE END OF US 15 BRIDGE OVER I-85.
 FY2003
 FY2003                          STATION RECOVERY (1977)
 FY2003
 FY2003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG)
 FY2003'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FY2003'
 FY2003'THE MARK IS 2 INCHES BELOW THE GROUND AND THE ENDS OF THE BRIDGES
 FY2003'REFERENCED TO ARE ACTUALLY THE CORNERS.  ALSO SR 1100 FROM BUTNER
 FY2003'JUNCTIONS AT THIS BRIDGE.
 FY2003
 FY2003                          STATION RECOVERY (1978)
 FY2003
 FY2003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FY2003'3.4 MI SOUTH FROM BUTNER.
 FY2003'THE STATION IS LOCATED 5.4 MILES SOUTHWEST OF CREEDMOOR AT THE US 15,
 FY2003'SR 1100 OVERPASS OF I 85 AT THE SOUTHEAST CORNER OF THE BRIDGE, 17.1
 FY2003'FT. SOUTHWEST OF CENTERLINE OF NORTH BOUND LANE OF US 15, 6.0 FT.
 FY2003'SOUTH SOUTHEAST OF SOUTHWEST CORNER OF BRIDGE, 3.0 FT. SOUTHEAST OF
 FY2003'SOUTHWEST END OF BRIDGE WINGWALL, 63.4 FT. NORTH OF EAST END OF
 FY2003'CONCRETE DRAIN TROUGH AND 70.5 FT. SOUTH OF NORTHEAST CORNER OF
 FY2003'BRIDGE.
 FY2003
 FY2003                          STATION RECOVERY (1981)
 FY2003
 FY2003'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2003'RECOVERED IN GOOD CONDITION.
 FY2003'THE MARK IS 1.0 FT ABOVE CENTERLINE OF HIGHWAY.
 FY2003
 FY2003                          STATION RECOVERY (1983)
 FY2003
 FY2003'RECOVERY NOTE BY US POWER SQUADRON 1983 (JTS)
 FY2003'BUTNER 1971 RECOVERED GOOD.
 FY2003'
 FY2003'REFERENCE SHOULD READ--
 FY2003'
 FY2003'MARK IS 6.0 FEET SSE OF SE END OF US 15 BRIDGE OVER I-85.  3.0 FEET
 FY2003'SE OF SE END OF BRIDGE WING WALL.
 FY2003'
 FY2003'(NOT SE END).
 FY2003
 FY2003                          STATION RECOVERY (1985)
 FY2003
 FY2003'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS)
 FY2003'RECOVERED IN GOOD CONDITION.
 FY2003
 FY2003                          STATION RECOVERY (1987)
 FY2003
 FY2003'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FY2003'RECOVERED IN GOOD CONDITION.
 FY2003
 FY2003                          STATION RECOVERY (1987)
 FY2003
 FY2003'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 FY2003'RECOVERED IN GOOD CONDITION.
 FY2003
 FY2003                          STATION RECOVERY (1988)
 FY2003
 FY2003'RECOVERY NOTE BY US POWER SQUADRON 1988 (MCB)
 FY2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1654 ***********************************************************************
 FZ1654  DESIGNATION -  BUTNER
 FZ1654  PID         -  FZ1654
 FZ1654  STATE/COUNTY-  NC/FORSYTH
 FZ1654  USGS QUAD   -  VIENNA (1986)
 FZ1654
 FZ1654                         *CURRENT SURVEY CONTROL
 FZ1654  ___________________________________________________________________
 FZ1654* NAD 83(2001)-  36 12 21.30410(N)    080 24 56.07935(W)     ADJUSTED  
 FZ1654* NAVD 88     -       276.0    (meters)     906.     (feet)  VERTCON   
 FZ1654  ___________________________________________________________________
 FZ1654  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FZ1654  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 FZ1654  HORZ ORDER  -  SECOND
 FZ1654
 FZ1654.The horizontal coordinates were established by classical geodetic methods
 FZ1654.and adjusted by the National Geodetic Survey in August 2005.
 FZ1654
 FZ1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1654
 FZ1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1654
 FZ1654.The geoid height was determined by GEOID03.
 FZ1654
 FZ1654;                    North         East     Units Scale Factor Converg.
 FZ1654;SPC NC       -   273,356.803   482,303.046   MT  1.00001119   -0 49 01.3
 FZ1654;SPC NC       -   896,838.11  1,582,355.91   sFT  1.00001119   -0 49 01.3
 FZ1654;UTM  17      - 4,006,946.410   552,535.607   MT  0.99963401   +0 20 42.8
 FZ1654
 FZ1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1654!SPC NC       -   0.99996192  x   1.00001119  =   0.99997311
 FZ1654!UTM  17      -   0.99996192  x   0.99963401  =   0.99959594
 FZ1654
 FZ1654:                Primary Azimuth Mark                     Grid Az
 FZ1654:SPC NC       -  ANTHONY                                  094 22 56.6
 FZ1654:UTM  17      -  ANTHONY                                  093 13 12.5
 FZ1654
 FZ1654|---------------------------------------------------------------------|
 FZ1654| PID    Reference Object                     Distance      Geod. Az  |
 FZ1654|                                                           dddmmss.s |
 FZ1654| FZ1648 ANTHONY                             APPROX. 0.8 KM 0933355.3 |
 FZ1654| FZ1653 BRENT                               264.438 METERS 27737     |
 FZ1654|---------------------------------------------------------------------|
 FZ1654
 FZ1654                          SUPERSEDED SURVEY CONTROL
 FZ1654
 FZ1654  NAD 83(1993)-  36 12 21.31190(N)    080 24 56.08954(W) AD(       ) 2
 FZ1654  NAD 83(1986)-  36 12 21.31257(N)    080 24 56.08826(W) AD(       ) 2
 FZ1654  NAD 27      -  36 12 20.81823(N)    080 24 56.89408(W) AD(       ) 2
 FZ1654  NGVD 29 (07/19/86)  276.2    (m)          906.     (f) VERT ANG    3  
 FZ1654
 FZ1654.Superseded values are not recommended for survey control.
 FZ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1654.See file dsdata.txt to determine how the superseded data were derived.
 FZ1654
 FZ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5253606946(NAD 83)
 FZ1654_MARKER: DE = TRAVERSE STATION DISK
 FZ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1654_STAMPING: BUTNER 1970
 FZ1654_MARK LOGO: NCGS  
 FZ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1654+STABILITY: SURFACE MOTION
 FZ1654
 FZ1654  HISTORY     - Date     Condition        Report By
 FZ1654  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1654
 FZ1654                          STATION DESCRIPTION
 FZ1654
 FZ1654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1654'BUTNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1654'VICINITY OF DOZIER, NORTH CAROLINA.
 FZ1654'
 FZ1654'BUTNER IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF DOZIER AND 3.3
 FZ1654'MILES SOUTHWEST OF TOBACCOVILLE.  TO REACH STATION PROCEED FROM THE
 FZ1654'INTERSECTION OF NC 65 AND NC 67 APPROXIMATELY 8 MILES WEST OF
 FZ1654'WINSTON-SALEM, GO WEST ON NC 67 FOR 2.4 MILES TO INTERSECTION OF
 FZ1654'NC 67 AND SR 1467 (JOYCE NORMAN RD.), CONTINUE WEST ON NC 67 FOR 1.2
 FZ1654'MILES TO STATION ON LEFT NEAR THE CENTER OF RISE, AND 0.2 MILE EAST
 FZ1654'OF INTERSECTION OF NC 67 AND SR 1470.
 FZ1654'
 FZ1654'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BUTNER
 FZ1654'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FZ1654'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1654'
 FZ1654'MARK IS
 FZ1654'15.4 FEET S OF C/L OF NC 67.
 FZ1654'18.5 FEET NW OF CENTER OF CONCRETE 18 INCH VALVE COVER BOX.
 FZ1654'141.7 FEET ESE OF ALUMINUM REF. TAG ON POST OF CURVE SIGN.
 FZ1654'181.0 FEET E OF C/L OF GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0964 ***********************************************************************
 EZ0964  DESIGNATION -  BUTT
 EZ0964  PID         -  EZ0964
 EZ0964  STATE/COUNTY-  NC/WAKE
 EZ0964  USGS QUAD   -  RALEIGH WEST (1988)
 EZ0964
 EZ0964                         *CURRENT SURVEY CONTROL
 EZ0964  ___________________________________________________________________
 EZ0964* NAD 83(2001)-  35 49 12.78761(N)    078 44 32.09609(W)     ADJUSTED  
 EZ0964* NAVD 88     -       127.873  (meters)     419.53   (feet)  ADJUSTED  
 EZ0964  ___________________________________________________________________
 EZ0964  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 EZ0964  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 EZ0964  DYNAMIC HT  -         127.764 (meters)     419.17  (feet)  COMP
 EZ0964  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 EZ0964
 EZ0964  HORZ ORDER  -  SECOND
 EZ0964  VERT ORDER  -  SECOND    CLASS 0
 EZ0964
 EZ0964.The horizontal coordinates were established by classical geodetic methods
 EZ0964.and adjusted by the National Geodetic Survey in August 2005.
 EZ0964
 EZ0964.The orthometric height was determined by differential leveling
 EZ0964.and adjusted in June 1991.
 EZ0964
 EZ0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0964
 EZ0964.The geoid height was determined by GEOID03.
 EZ0964
 EZ0964.The dynamic height is computed by dividing the NAVD 88
 EZ0964.geopotential number by the normal gravity value computed on the
 EZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0964.degrees latitude (g = 980.6199 gals.).
 EZ0964
 EZ0964.The modeled gravity was interpolated from observed gravity values.
 EZ0964
 EZ0964;                    North         East     Units Scale Factor Converg.
 EZ0964;SPC NC       -   229,684.124   632,891.791   MT  0.99992170   +0 08 55.6
 EZ0964;SPC NC       -   753,555.33  2,076,412.48   sFT  0.99992170   +0 08 55.6
 EZ0964;UTM  17      - 3,966,360.964   703,963.358   MT  1.00011265   +1 19 18.4
 EZ0964
 EZ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0964!SPC NC       -   0.99998501  x   0.99992170  =   0.99990671
 EZ0964!UTM  17      -   0.99998501  x   1.00011265  =   1.00009766
 EZ0964
 EZ0964                          SUPERSEDED SURVEY CONTROL
 EZ0964
 EZ0964  NAD 83(1986)-  35 49 12.79102(N)    078 44 32.10792(W) AD(       ) 2
 EZ0964  NAD 27      -  35 49 12.26061(N)    078 44 33.09351(W) AD(       ) 2
 EZ0964  NGVD 29 (??/??/92)  128.12   (m)          420.3    (f) COMPUTED    2 0
 EZ0964
 EZ0964.Superseded values are not recommended for survey control.
 EZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0964.See file dsdata.txt to determine how the superseded data were derived.
 EZ0964
 EZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0396366361(NAD 83)
 EZ0964_MARKER: DE = TRAVERSE STATION DISK
 EZ0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0964_SP_SET: ABUTMENT
 EZ0964_STAMPING: BUTT 1970
 EZ0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0964
 EZ0964  HISTORY     - Date     Condition        Report By
 EZ0964  HISTORY     - 1970     MONUMENTED       NCGS
 EZ0964  HISTORY     - 1973     GOOD             NCGS
 EZ0964  HISTORY     - 1973     GOOD             NCGS
 EZ0964  HISTORY     - 1980     MARK NOT FOUND   NCDOT
 EZ0964
 EZ0964                          STATION DESCRIPTION
 EZ0964
 EZ0964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ0964'BUTT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0964'VICINITY OF NORTHWEST WAKE COUNTY.
 EZ0964'
 EZ0964'BUTT IS LOCATED APPROXIMATELY 3.1 MILES NORTHEAST OF CARY AND
 EZ0964'4.7 MILES EAST OF MORRISVILLE.  TO REACH STATION PROCEED FROM THE
 EZ0964'INTERSECTION OF NEW NC 54 AND SR 1664 ON WEST SIDE OF RALEIGH, GO
 EZ0964'NORTHWEST ON NEW NC 54 FOR 2.35 MILES TO BRIDGE ON SR 1655 OVER
 EZ0964'NEW NC 54.  STATION IS EMBEDDED IN NORTHEAST CORNER OF BRIDGE
 EZ0964'RETAINING WALL.
 EZ0964'
 EZ0964'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, EMBEDDED IN THE
 EZ0964'RETAINING WALL, STAMPED BUTT 1970, WHICH IS FLUSH.
 EZ0964'
 EZ0964'MARK IS--
 EZ0964'19.6 FEET E OF C/L OF SR 1655.
 EZ0964'5.2 FEET NE OF NE CORNER OF BRIDGE ABUTMENT.
 EZ0964'33.8 FEET ENE OF NW CORNER OF BRIDGE ABUTMENT.
 EZ0964
 EZ0964                          STATION RECOVERY (1973)
 EZ0964
 EZ0964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0964'MARK WAS RECOVERED IN GOOD CONDITION.
 EZ0964
 EZ0964                          STATION RECOVERY (1973)
 EZ0964
 EZ0964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0964'3 MI NE FROM CARY.
 EZ0964'BUTT IS LOCATED APPROXIMATELY 6.5 MILES WNW OF CAPITOL SQUARE IN
 EZ0964'RALEIGH.  TO REACH STATION FROM THE I-40 UNDERPASS OF U.S. 1 - U.S.
 EZ0964'64 BYPASS (BELTLINE) IN WEST RALEIGH, PROCEED WEST ALONG I-40 FOR
 EZ0964'03.05 MILES TO THE SR 1655 BRIDGE OVER I-40 AND STATION IN THE SE
 EZ0964'END OF THE NE BRIDGE ABUTMENT, 01.40 MILES SE OF SR 1654 BRIDGE
 EZ0964'(CARY STATE PARK ROAD), 19.6 FT SE OF C/L OF SR 1655 (TRINITY ROAD),
 EZ0964'05.2 FT ENE OF N END OF E BRIDGE RAIL, AND 02.4 FT ESE OF FIRST
 EZ0964'GUARD RAIL POST NORTH OF NORTH END OF EAST BRIDGE RAIL.  DISK IS
 EZ0964'SET IN DRILL HOLE IN CONCRETE BRIDGE ABUTMENT.
 EZ0964
 EZ0964                          STATION RECOVERY (1980)
 EZ0964
 EZ0964'RECOVERY NOTE BY 
NC DOT 1980 (RM)
 EZ0964'THE STATION HAS BEEN DESTROYED.  THE BRIDGE IN WHICH THE STATION WAS
 EZ0964'SET HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2412 ***********************************************************************
 AH2412  DESIGNATION -  BUTT
 AH2412  PID         -  AH2412
 AH2412  STATE/COUNTY-  NC/HENDERSON
 AH2412  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2412
 AH2412                         *CURRENT SURVEY CONTROL
 AH2412  ___________________________________________________________________
 AH2412* NAD 83(2001)-  35 15 19.00293(N)    082 24 34.55784(W)     ADJUSTED  
 AH2412* NAVD 88     -       642.3    (meters)    2107.     (feet)  VERTCON   
 AH2412  ___________________________________________________________________
 AH2412  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 AH2412  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 AH2412  HORZ ORDER  -  SECOND
 AH2412
 AH2412.The horizontal coordinates were established by classical geodetic methods
 AH2412.and adjusted by the National Geodetic Survey in August 2005.
 AH2412
 AH2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2412
 AH2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2412
 AH2412.The geoid height was determined by GEOID03.
 AH2412
 AH2412;                    North         East     Units Scale Factor Converg.
 AH2412;SPC NC       -   172,307.917   299,415.419   MT  0.99987259   -1 58 04.5
 AH2412;SPC NC       -   565,313.56    982,332.09   sFT  0.99987259   -1 58 04.5
 AH2412;UTM  17      - 3,902,263.697   371,768.127   MT  0.99980265   -0 48 49.5
 AH2412
 AH2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2412!SPC NC       -   0.99990405  x   0.99987259  =   0.99977665
 AH2412!UTM  17      -   0.99990405  x   0.99980265  =   0.99970672
 AH2412
 AH2412                          SUPERSEDED SURVEY CONTROL
 AH2412
 AH2412  NAD 83(1986)-  35 15 19.00986(N)    082 24 34.55648(W) AD(       ) 2
 AH2412  NAD 83(1986)-  35 15 19.00685(N)    082 24 34.55752(W) AD(       ) 2
 AH2412  NGVD 29 (09/25/98)  642.3    (m)         2107.     (f) VERT ANG    3  
 AH2412
 AH2412.Superseded values are not recommended for survey control.
 AH2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2412.See file dsdata.txt to determine how the superseded data were derived.
 AH2412
 AH2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV7176802264(NAD 83)
 AH2412_MARKER: DE = TRAVERSE STATION DISK
 AH2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2412_STAMPING: BUTT 1984
 AH2412_MARK LOGO: NCGS  
 AH2412_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2412+STABILITY: SURFACE MOTION
 AH2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2412+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1988
 AH2412
 AH2412  HISTORY     - Date     Condition        Report By
 AH2412  HISTORY     - 1984     MONUMENTED       NCGS
 AH2412  HISTORY     - 19880606 GOOD             NCGS
 AH2412
 AH2412                          STATION DESCRIPTION
 AH2412
 AH2412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AH2412'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF EAST FLAT
 AH2412'ROCK, AND 5.0 MI (8.0 KM) SOUTHEAST OF HENDERSONVILLE. ALONG THE US
 AH2412'25/I-26 CONNECTOR FOR 0.3 MI (0.5 KM) SOUTH FROM THE US 176 UNDERPASS
 AH2412'(NEAR EAST FLAT ROCK), AT THE SIGN MARKING THE EXIST TO US 176. MARK
 AH2412'IS FLUSH WITH GROUND AND 1 FOOT LOWER THAN CONNECTOR ROAD. LOCATED
 AH2412'31.6 FT (9.6 M) EAST OF THE CENTERLINE OF THE US 25/I-26 CONNECTOR,
 AH2412'23.1 FT (7.0 M) WEST OF THE CENTERLINE OF THE EXIT RAMP, 4.2 FT (1.3
 AH2412'M) NORTH OF WEST-MOST METAL SIGN POST, 4.3 FT (1.3 M) NORTHEAST OF
 AH2412'EAST-MOST METAL SIGN POST, AND 131.7 FT (40.1 M) SOUTH OF METAL
 AH2412'INTERSTATE SIGN POST.
 AH2412
 AH2412                          STATION RECOVERY (1988)
 AH2412
 AH2412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (ESL)
 AH2412'RECOVERED AS DESCRIBED. THE LINES OF SIGHT ARE CLEAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4162 ***********************************************************************
 FB4162  DESIGNATION -  BUTTERNUT
 FB4162  PID         -  FB4162
 FB4162  STATE/COUNTY-  NC/HENDERSON
 FB4162  USGS QUAD   -  HORSE SHOE (1991)
 FB4162
 FB4162                         *CURRENT SURVEY CONTROL
 FB4162  ___________________________________________________________________
 FB4162* NAD 83(2007)-  35 16 29.27965(N)    082 30 02.94734(W)     ADJUSTED  
 FB4162* NAVD 88     -       683.6    (meters)    2243.     (feet)  GPS OBS   
 FB4162  ___________________________________________________________________
 FB4162  EPOCH DATE  -        2002.00
 FB4162  X           -     680,413.144 (meters)                     COMP
 FB4162  Y           -  -5,168,821.669 (meters)                     COMP
 FB4162  Z           -   3,663,175.605 (meters)                     COMP
 FB4162  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FB4162  ELLIP HEIGHT-         653.012 (meters)          (02/10/07) ADJUSTED
 FB4162  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB4162
 FB4162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4162  Type    PID    Designation                      North   East  Ellip
 FB4162  -------------------------------------------------------------------
 FB4162  NETWORK FB4162 BUTTERNUT                         0.35   0.33   0.71
 FB4162  -------------------------------------------------------------------
 FB4162
 FB4162.The horizontal coordinates were established by GPS observations
 FB4162.and adjusted by the National Geodetic Survey in February 2007.
 FB4162
 FB4162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4162.The horizontal coordinates are valid at the epoch date displayed above.
 FB4162.The epoch date for horizontal control is a decimal equivalence
 FB4162.of Year/Month/Day.
 FB4162
 FB4162.The orthometric height was determined by GPS observations and a
 FB4162.high-resolution geoid model.
 FB4162
 FB4162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4162
 FB4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4162
 FB4162.The ellipsoidal height was determined by GPS observations
 FB4162.and is referenced to NAD 83.
 FB4162
 FB4162.The geoid height was determined by GEOID03.
 FB4162
 FB4162;                    North         East     Units Scale Factor Converg.
 FB4162;SPC NC       -   174,760.936   291,196.558   MT  0.99987267   -2 01 14.0
 FB4162;SPC NC       -   573,361.50    955,367.37   sFT  0.99987267   -2 01 14.0
 FB4162;UTM  17      - 3,904,550.571   363,502.001   MT  0.99982962   -0 52 00.7
 FB4162
 FB4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4162!SPC NC       -   0.99989751  x   0.99987267  =   0.99977020
 FB4162!UTM  17      -   0.99989751  x   0.99982962  =   0.99972715
 FB4162
 FB4162                          SUPERSEDED SURVEY CONTROL
 FB4162
 FB4162  NAD 83(2001)-  35 16 29.28026(N)    082 30 02.94750(W) AD(       ) 1
 FB4162  ELLIP H (03/13/03)  653.017  (m)                       GP(       ) 4 2
 FB4162  NAD 83(1995)-  35 16 29.28556(N)    082 30 02.94765(W) AD(       ) 1
 FB4162  NAD 83(1986)-  35 16 29.28565(N)    082 30 02.94758(W) AD(       ) 2
 FB4162  NAD 83(1986)-  35 16 29.28565(N)    082 30 02.94758(W) AD(       ) 1
 FB4162  NGVD 29 (11/15/93)  683.5    (m)         2242.     (f) GPS OBS     3  
 FB4162
 FB4162.Superseded values are not recommended for survey control.
 FB4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4162.See file dsdata.txt to determine how the superseded data were derived.
 FB4162
 FB4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6350204551(NAD 83)
 FB4162_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4162_SP_SET: CONCRETE POST
 FB4162_STAMPING: BUTTERNUT 1988
 FB4162_MARK LOGO: NCGS  
 FB4162_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4162+STABILITY: SURFACE MOTION
 FB4162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4162+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 FB4162
 FB4162  HISTORY     - Date     Condition        Report By
 FB4162  HISTORY     - 1988     MONUMENTED       NCGS
 FB4162  HISTORY     - 19910423 GOOD
 FB4162  HISTORY     - 20010507 GOOD             NCGS
 FB4162
 FB4162                          STATION DESCRIPTION
 FB4162
 FB4162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB4162'STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) SOUTHWEST OF HENDERSONVILLE
 FB4162'AND 1.8 KM (1.1 MI) WEST OF FLAT ROCK, AT THE SUGAR HOLLOW
 FB4162'SUBDIVISION.
 FB4162'PROCEED ALONG US 25 SOUTH (CHURCH STREET) FOR 0.88 KM (0.55 MI) SOUTH
 FB4162'FROM US 64 (IN HENDERSONVILLE), THENCE WEST (RIGHT) ALONG SR 1127
 FB4162'(KANUGA ROAD) FOR 6.1 KM (3.8 MI) , THENCE NORTHWEST ALONG SR 1283
 FB4162'(KANUGA CONFERENCE ROAD) FOR 0.15 KM (0.09 MI) , THENCE NORTH ALONG
 FB4162'SUGAR HOLLOW ROAD FOR 0.25 KM (0.16 MI) TO BUTTERNUT TRAIL AND
 FB4162'STATION BEHIND FENCE.
 FB4162'MARK IS ABOUT 1 FOOT HIGHER THAN SUGAR HOLLOW ROAD AND FLUSH WITH THE
 FB4162'GROUND.  LOCATED 14.10 M (46.26 FT) EAST OF THE CENTERLINE OF SUGAR
 FB4162'HOLLOW ROAD, 14.30 M (46.92 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 FB4162'BUTTERNUT TRAIL, 28.80 M (94.49 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 FB4162'OF ASPHALT DRIVE OVER CULVERT, 4.55 M (14.93 FT) SOUTHEAST OF A FENCE
 FB4162'POST AND 4.35 M (14.27 FT) NORTH-NORTHWEST OF ANOTHER FENCE
 FB4162'POST---BOTH WITH REFERENCE TAGS.
 FB4162
 FB4162                          STATION RECOVERY (1991)
 FB4162
 FB4162'RECOVERED 1991
 FB4162'RECOVERED IN GOOD CONDITION.
 FB4162
 FB4162                          STATION RECOVERY (2001)
 FB4162
 FB4162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 FB4162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4163 ***********************************************************************
 FB4163  DESIGNATION -  BUTTERNUT AZ MK
 FB4163  PID         -  FB4163
 FB4163  STATE/COUNTY-  NC/HENDERSON
 FB4163  USGS QUAD   -  HORSE SHOE (1991)
 FB4163
 FB4163                         *CURRENT SURVEY CONTROL
 FB4163  ___________________________________________________________________
 FB4163* NAD 83(2001)-  35 16 44.67737(N)    082 30 22.27925(W)     ADJUSTED  
 FB4163* NAVD 88     -       739.2    (meters)    2425.     (feet)  VERTCON   
 FB4163  ___________________________________________________________________
 FB4163  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 FB4163  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FB4163  HORZ ORDER  -  SECOND
 FB4163
 FB4163.The horizontal coordinates were established by classical geodetic methods
 FB4163.and adjusted by the National Geodetic Survey in August 2005.
 FB4163
 FB4163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4163
 FB4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4163
 FB4163.The geoid height was determined by GEOID03.
 FB4163
 FB4163;                    North         East     Units Scale Factor Converg.
 FB4163;SPC NC       -   175,252.348   290,725.109   MT  0.99987271   -2 01 25.2
 FB4163;SPC NC       -   574,973.75    953,820.63   sFT  0.99987271   -2 01 25.2
 FB4163;UTM  17      - 3,905,032.371   363,020.773   MT  0.99983124   -0 52 12.2
 FB4163
 FB4163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4163!SPC NC       -   0.99988877  x   0.99987271  =   0.99976150
 FB4163!UTM  17      -   0.99988877  x   0.99983124  =   0.99972003
 FB4163
 FB4163                          SUPERSEDED SURVEY CONTROL
 FB4163
 FB4163  NAD 83(1995)-  35 16 44.68252(N)    082 30 22.27914(W) AD(       ) 2
 FB4163  NAD 83(1986)-  35 16 44.68251(N)    082 30 22.27894(W) AD(       ) 2
 FB4163  NGVD 29 (11/15/93)  739.3    (m)         2426.     (f) VERT ANG    3  
 FB4163
 FB4163.Superseded values are not recommended for survey control.
 FB4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4163.See file dsdata.txt to determine how the superseded data were derived.
 FB4163
 FB4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6302105032(NAD 83)
 FB4163_MARKER: DZ = AZIMUTH MARK DISK
 FB4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4163_SP_SET: CONCRETE POST
 FB4163_STAMPING: BUTTERNUT 1988
 FB4163_MARK LOGO: NCGS  
 FB4163_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4163+STABILITY: SURFACE MOTION
 FB4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4163+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FB4163
 FB4163  HISTORY     - Date     Condition        Report By
 FB4163  HISTORY     - 1988     MONUMENTED       NCGS
 FB4163
 FB4163                          STATION DESCRIPTION
 FB4163
 FB4163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB4163'STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) SOUTHWEST OF HENDERSONVILLE
 FB4163'AND 2.2 KM (1.4 MI) WEST OF FLAT ROCK.
 FB4163'PROCEED ALONG US 25 SOUTH (CHURCH STREET) FOR 0.88 KM (0.55 MI) SOUTH
 FB4163'FROM US 64 (IN HENDERSONVILLE), THENCE WEST (RIGHT) FOR 6.1 KM
 FB4163'(3.8 MI) ALONG SR 1127 (KANUGA ROAD), THENCE NORTHWEST FOR 0.4 KM
 FB4163'(0.2 MI) ALONG SR 1283 (KANUGA CONFERENCE ROAD), THENCE NORTH FOR
 FB4163'0.95 KM (0.59 MI) ALONG RICKEL DRIVE, THENCE SOUTHEAST FOR 0.25 KM
 FB4163'(0.16 MI) ALONG THORNAPPLE DRIVE TO A HOUSE AND THE STATION.
 FB4163'MARK IS ABOUT 2 FEET HIGHER THAN ROAD AND PROJECTS 2 INCHES ABOVE
 FB4163'GROUND.  LOCATED 18.85 M (61.84 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 FB4163'OF THE ROAD, 12.70 M (41.67 FT) EAST OF THE NORTHEAST CORNER OF A
 FB4163'1-1/2 STORY FRAME HOUSE, 12.90 M (42.32 FT) SOUTH-SOUTHWEST OF A FIRE
 FB4163'HYDRANT, AND 4.75 M (15.58 FT) WEST OF A 24-INCH BLACK OAK WITH A
 FB4163'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5330 ***********************************************************************
 AI5330  DESIGNATION -  BUTTS
 AI5330  PID         -  AI5330
 AI5330  STATE/COUNTY-  NC/HALIFAX
 AI5330  USGS QUAD   -  ROANOKE RAPIDS (1974)
 AI5330
 AI5330                         *CURRENT SURVEY CONTROL
 AI5330  ___________________________________________________________________
 AI5330* NAD 83(2001)-  36 26 45.77739(N)    077 41 40.66020(W)     ADJUSTED  
 AI5330* NAVD 88     -        67.252  (meters)     220.64   (feet)  ADJUSTED  
 AI5330  ___________________________________________________________________
 AI5330  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AI5330  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AI5330  DYNAMIC HT  -          67.199 (meters)     220.47  (feet)  COMP
 AI5330  MODELED GRAV-     979,842.7   (mgal)                       NAVD 88
 AI5330
 AI5330  HORZ ORDER  -  SECOND
 AI5330  VERT ORDER  -  SECOND    CLASS I
 AI5330
 AI5330.The horizontal coordinates were established by classical geodetic methods
 AI5330.and adjusted by the National Geodetic Survey in August 2005.
 AI5330
 AI5330.The orthometric height was determined by differential leveling
 AI5330.and adjusted in July 2000.
 AI5330
 AI5330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5330
 AI5330.The geoid height was determined by GEOID03.
 AI5330
 AI5330.The dynamic height is computed by dividing the NAVD 88
 AI5330.geopotential number by the normal gravity value computed on the
 AI5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5330.degrees latitude (g = 980.6199 gals.).
 AI5330
 AI5330.The modeled gravity was interpolated from observed gravity values.
 AI5330
 AI5330;                    North         East     Units Scale Factor Converg.
 AI5330;SPC NC       -   299,866.189   726,639.186   MT  1.00008997   +0 45 12.3
 AI5330;SPC NC       -   983,810.99  2,383,982.06   sFT  1.00008997   +0 45 12.3
 AI5330;UTM  18      - 4,036,798.921   258,488.168   MT  1.00031870   -1 36 05.6
 AI5330
 AI5330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5330!SPC NC       -   0.99999478  x   1.00008997  =   1.00008475
 AI5330!UTM  18      -   0.99999478  x   1.00031870  =   1.00031348
 AI5330
 AI5330                          SUPERSEDED SURVEY CONTROL
 AI5330
 AI5330  NAD 83(1986)-  36 26 45.78402(N)    077 41 40.67114(W) AD(       ) 2
 AI5330  NGVD 29 (08/31/00)   67.6    (m)          222.     (f) VERT ANG    3  
 AI5330
 AI5330.Superseded values are not recommended for survey control.
 AI5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5330.See file dsdata.txt to determine how the superseded data were derived.
 AI5330
 AI5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5848836799(NAD 83)
 AI5330_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5330_STAMPING: BUTTS 1984
 AI5330_MARK LOGO: NCGS  
 AI5330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5330+STABILITY: SURFACE MOTION
 AI5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5330+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 AI5330
 AI5330  HISTORY     - Date     Condition        Report By
 AI5330  HISTORY     - 1984     MONUMENTED       NCGS
 AI5330  HISTORY     - 19840717 GOOD             NCGS
 AI5330  HISTORY     - 19980811 GOOD             NCGS
 AI5330  HISTORY     - 20010907 GOOD             NCDOT
 AI5330
 AI5330                          STATION DESCRIPTION
 AI5330
 AI5330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 AI5330'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHWEST OF ROANOKE
 AI5330'RAPIDS, AND 19.8 KM (12.3 MI) EAST OF LITTLETON. ALONG US 158 FOR 2.4
 AI5330'KM (1.5 MI) WEST OF THE NC 4 INTERSECTION IN SOUTHWEST ROANOKE RAPIDS,
 AI5330'AT THE SOUTHWEST EDGE OF THE YARD OF A ONE AND ONE HALF STORY HOUSE,
 AI5330'AND IN THE NORTHEAST QUADRANT OF THE SR 1444 INTERSECTION. THE STATION
 AI5330'IS A STANDARD NCGS DISK STAMPED---BUTTS 1984---, SET INTO THE TOP OF A
 AI5330'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.
 AI5330'LOCATED 11.64 M (38.2 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY,
 AI5330'5.21 M (17.1 FT) EAST FROM THE CENTERLINE OF THE SR, 12.65 M (41.5 FT)
 AI5330'NORTHEAST FROM THE CENTERLINE INTERSECTION OF THE TWO ROADS, 30.96 M
 AI5330'(101.6 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE HOUSE, AND
 AI5330'37.18 M (122.0 FT) WEST-NORTHWEST FROM THE WEST END OF A DRIVEWAY
 AI5330'CULVERT. THE STATION IS 2.0 FEET BELOW THE HIGHWAY.
 AI5330
 AI5330                          STATION RECOVERY (1998)
 AI5330
 AI5330'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AI5330'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF ROANOKE RAPIDS
 AI5330'AND 12.3 MI (19.8 KM) EAST OF LITTLETON. ALONG US-158 FOR 1.5 MI (2.4
 AI5330'KM) WEST OF THE NC-4, IN SOUTHWEST ROANOKE RAPIDS, TO SR
 AI5330'1444-(STEPHENS ST) AND STATION IN THE NORTHEAST QUADRANT IN THE
 AI5330'SOUTHWEST EDGE OF THE YARD OF A ONE AND ONE HALF STORY HOUSE. MARK IS
 AI5330'ABOUT 2-FEET LOWER THAN US-158 AND RECESSED 8-INCHES BELOW THE GROUND.
 AI5330'LOCATED 38.2 FT (11.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF US-158,
 AI5330'17.1 FT (5.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF SR-1444, 41.5 FT
 AI5330'(12.6 M) NORTHEAST OF THE CENTERLINE INTERSECTION OF US-158 AND
 AI5330'SR-1444, 101.6 FT (31.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AI5330'HOUSE AND 122.0 FT (37.2 M) WEST-NORTHWEST OF THE WEST END OF A
 AI5330'DRIVEWAY CULVERT.
 AI5330
 AI5330                          STATION RECOVERY (2001)
 AI5330
 AI5330'RECOVERY NOTE BY 
NC DOT 2001 (RMS)
 AI5330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE5412 ***********************************************************************
 DE5412  HT_MOD      -  This is a Height Modernization Survey Station.
 DE5412  DESIGNATION -  BUTTS
 DE5412  PID         -  DE5412
 DE5412  STATE/COUNTY-  NC/JOHNSTON
 DE5412  USGS QUAD   -  KENLY WEST (1978)
 DE5412
 DE5412                         *CURRENT SURVEY CONTROL
 DE5412  ___________________________________________________________________
 DE5412* NAD 83(2007)-  35 34 47.21580(N)    078 12 31.13728(W)     ADJUSTED  
 DE5412* NAVD 88     -        59.51   (meters)     195.2    (feet)  GPS OBS   
 DE5412  ___________________________________________________________________
 DE5412  EPOCH DATE  -        2002.00
 DE5412  X           -   1,061,239.128 (meters)                     COMP
 DE5412  Y           -  -5,083,698.839 (meters)                     COMP
 DE5412  Z           -   3,690,385.434 (meters)                     COMP
 DE5412  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DE5412  ELLIP HEIGHT-          25.078 (meters)          (02/10/07) ADJUSTED
 DE5412  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DE5412
 DE5412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE5412  Type    PID    Designation                      North   East  Ellip
 DE5412  -------------------------------------------------------------------
 DE5412  NETWORK DE5412 BUTTS                             1.12   0.98   2.00
 DE5412  -------------------------------------------------------------------
 DE5412
 DE5412.The horizontal coordinates were established by GPS observations
 DE5412.and adjusted by the National Geodetic Survey in February 2007.
 DE5412
 DE5412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE5412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE5412.The horizontal coordinates are valid at the epoch date displayed above.
 DE5412.The epoch date for horizontal control is a decimal equivalence
 DE5412.of Year/Month/Day.
 DE5412
 DE5412.The orthometric height was determined by GPS observations and a
 DE5412.high-resolution geoid model.
 DE5412.The orthometric height was determined by GPS observations and a
 DE5412.high-resolution geoid model using precise GPS observation and
 DE5412.processing techniques.
 DE5412
 DE5412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5412
 DE5412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5412
 DE5412.The ellipsoidal height was determined by GPS observations
 DE5412.and is referenced to NAD 83.
 DE5412
 DE5412.The geoid height was determined by GEOID03.
 DE5412
 DE5412;                    North         East     Units Scale Factor Converg.
 DE5412;SPC NC       -   203,265.043   681,320.200   MT  0.99988893   +0 27 24.3
 DE5412;SPC NC       -   666,878.73  2,235,298.02   sFT  0.99988893   +0 27 24.3
 DE5412;UTM  17      - 3,940,928.348   752,938.263   MT  1.00038847   +1 37 29.9
 DE5412
 DE5412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5412!SPC NC       -   0.99999606  x   0.99988893  =   0.99988499
 DE5412!UTM  17      -   0.99999606  x   1.00038847  =   1.00038453
 DE5412
 DE5412:                Primary Azimuth Mark                     Grid Az
 DE5412:SPC NC       -  BEULAH                                   349 21 08.6
 DE5412:UTM  17      -  BEULAH                                   348 11 03.0
 DE5412
 DE5412|---------------------------------------------------------------------|
 DE5412| PID    Reference Object                     Distance      Geod. Az  |
 DE5412|                                                           dddmmss.s |
 DE5412| DE5413 BEULAH                              480.856 METERS 3494832.9 |
 DE5412|---------------------------------------------------------------------|
 DE5412
 DE5412                          SUPERSEDED SURVEY CONTROL
 DE5412
 DE5412  NAD 83(2001)-  35 34 47.21602(N)    078 12 31.13717(W) AD(       ) 1
 DE5412  ELLIP H (03/13/03)   25.072  (m)                       GP(       ) 4 2
 DE5412  NAD 83(1986)-  35 34 47.22231(N)    078 12 31.14624(W) AD(       ) 1
 DE5412
 DE5412.Superseded values are not recommended for survey control.
 DE5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5412.See file dsdata.txt to determine how the superseded data were derived.
 DE5412
 DE5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5293840928(NAD 83)
 DE5412_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5412_STAMPING: BUTTS 2001
 DE5412_MARK LOGO: NCGS  
 DE5412_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE5412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5412+STABILITY: SURFACE MOTION
 DE5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5412+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5412
 DE5412  HISTORY     - Date     Condition        Report By
 DE5412  HISTORY     - 2001     MONUMENTED       NCGS
 DE5412
 DE5412                          STATION DESCRIPTION
 DE5412
 DE5412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 DE5412'STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF SMITHFIELD
 DE5412'AND 1.2 MI (1.9 KM) NORTH-NORTHWEST OF MICRO.
 DE5412'ALONG SR 2130 (MICRO RD) FOR 1.2 MI (1.9 KM) NORTH FROM HIGHWAY 301 IN
 DE5412'MICRO, ALSO 0.3 MI (0.5 KM) SOUTH OF SR 1934 (OLD BEULAH RD).
 DE5412'MARK IS ABOUT LEVEL WITH SR 2130 AND RECESSED 1-INCH BELOW THE GROUND.
 DE5412'LOCATED 30.1 FT (9.2 M) WEST OF THE CENTERLINE OF SR 2130, 279.8 FT
 DE5412'(85.3 M) NORTH OF THE NORTHWEST CORNER OF FENCE AROUND A SMALL
 DE5412'CEMETARY, 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL
 DE5412'(62N), AND 2.9 FT (0.9 M) SOUTHEAST OF POWER POLE (NW20 BA) WITH TWO
 DE5412'GUY WIRES AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3511 ***********************************************************************
 EY3511  DESIGNATION -  BUX
 EY3511  PID         -  EY3511
 EY3511  STATE/COUNTY-  NC/BEAUFORT
 EY3511  USGS QUAD   -  SOUTH CREEK (1993)
 EY3511
 EY3511                         *CURRENT SURVEY CONTROL
 EY3511  ___________________________________________________________________
 EY3511* NAD 83(2001)-  35 21 38.86780(N)    076 38 36.84384(W)     ADJUSTED  
 EY3511* NAVD 88     -              **(meters)            **(feet)            
 EY3511  ___________________________________________________________________
 EY3511  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EY3511  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 EY3511  HORZ ORDER  -  THIRD
 EY3511
 EY3511.The horizontal coordinates were established by classical geodetic methods
 EY3511.and adjusted by the National Geodetic Survey in August 2005.
 EY3511
 EY3511
 EY3511.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3511
 EY3511.The geoid height was determined by GEOID03.
 EY3511
 EY3511;                    North         East     Units Scale Factor Converg.
 EY3511;SPC NC       -   181,227.261   823,720.104   MT  0.99987440   +1 21 36.2
 EY3511;SPC NC       -   594,576.44  2,702,488.37   sFT  0.99987440   +1 21 36.2
 EY3511;UTM  18      - 3,914,294.897   350,676.198   MT  0.99987479   -0 57 04.8
 EY3511
 EY3511                          SUPERSEDED SURVEY CONTROL
 EY3511
 EY3511  NAD 83(1986)-  35 21 38.87942(N)    076 38 36.85526(W) AD(       ) 4
 EY3511  NAD 27      -  35 21 38.27400(N)    076 38 38.11700(W) AD(       ) 3
 EY3511
 EY3511.Superseded values are not recommended for survey control.
 EY3511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3511.See file dsdata.txt to determine how the superseded data were derived.
 EY3511
 EY3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5067614295(NAD 83)
 EY3511
 EY3511  HISTORY     - Date     Condition        Report By
 EY3511  HISTORY     - UNK      MONUMENTED
 EY3511  HISTORY     - 1935     MARK NOT FOUND   CGS
 EY3511  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY3511
 EY3511                          STATION DESCRIPTION
 EY3511
 EY3511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3511'STATION WAS NOT OCCUPIED OR VISITED BY THIS PARTY.  THE SIGNAL
 EY3511'OBSERVED ON WAS A TALL HYDROGRAPHIC SIGNAL TOWER ERECTED BY
 EY3511'MR. BONDS PARTY.  IT IS LOCATED ON THE E END OF INDIAN ISLAND,
 EY3511'NW OF THE MOUTH OF GOOSE CREEK.  NO PREVIOUS DESCRIPTION.
 EY3511'
 EY3511'THIS IS A HYDROGRAPHIC STATION.
 EY3511
 EY3511                          STATION RECOVERY (1948)
 EY3511
 EY3511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3511'THE STATION SETS IN THE WATER ABOUT 15 FEET FROM SHORE.  IT IS
 EY3511'IN POOR CONDITION.  THE 8-INCH TILE IS NOT EMBEDDED BUT IS
 EY3511'UPRIGHT AND RESTING ON CONCRETE.  HOWEVER, IT CAN BE KNOCKED
 EY3511'OVER EASILY AND WILL NOT REMAIN IN POSITION MUCH LONGER.  THE
 EY3511'DISK WAS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0327 ***********************************************************************
 EX0327  DESIGNATION -  BUXTON NATIONAL PARK SER TANK
 EX0327  PID         -  EX0327
 EX0327  STATE/COUNTY-  NC/DARE
 EX0327  USGS QUAD   -  BUXTON (1983)
 EX0327
 EX0327                         *CURRENT SURVEY CONTROL
 EX0327  ___________________________________________________________________
 EX0327* NAD 83(2001)-  35 15 05.56837(N)    075 32 22.53468(W)     ADJUSTED  
 EX0327* NAVD 88     -              **(meters)            **(feet)            
 EX0327  ___________________________________________________________________
 EX0327  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EX0327  GEOID HEIGHT-         -38.68  (meters)                     GEOID03
 EX0327  HORZ ORDER  -  THIRD
 EX0327
 EX0327.The horizontal coordinates were established by classical geodetic methods
 EX0327.and adjusted by the National Geodetic Survey in August 2005.
 EX0327
 EX0327
 EX0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0327
 EX0327.The geoid height was determined by GEOID03.
 EX0327
 EX0327;                    North         East     Units Scale Factor Converg.
 EX0327;SPC NC       -   172,054.133   924,421.777   MT  0.99987259   +1 59 50.1
 EX0327;SPC NC       -   564,480.93  3,032,873.78   sFT  0.99987259   +1 59 50.1
 EX0327;UTM  18      - 3,901,072.637   450,912.165   MT  0.99962970   -0 18 41.2
 EX0327
 EX0327                          SUPERSEDED SURVEY CONTROL
 EX0327
 EX0327  NAD 83(1986)-  35 15 05.57891(N)    075 32 22.53789(W) AD(       ) 4
 EX0327  NAD 27      -  35 15 04.93800(N)    075 32 24.00230(W) AD(       ) 3
 EX0327
 EX0327.Superseded values are not recommended for survey control.
 EX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0327.See file dsdata.txt to determine how the superseded data were derived.
 EX0327
 EX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5091201073(NAD 83)
 EX0327_MARKER: 53 = ELEVATED TANK
 EX0327
 EX0327  HISTORY     - Date     Condition        Report By
 EX0327  HISTORY     - 1962     FIRST OBSERVED   CGS
 EX0327
 EX0327                          STATION DESCRIPTION
 EX0327
 EX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0327'STATION IS LOCATED 1.3 MILES SOUTH OF THE TOWN OF BUXTON, 0.6 MILE
 EX0327'WEST OF CAPE HATTERAS LIGHTHOUSE AND ON THE WEST EDGE OF THE
 EX0327'NATIONAL PARK SERVICE MAINTENANCE AREA.  IT IS CONSTRUCTED OF
 EX0327'STEEL, HAS FOUR LEGS, GREEN IN COLOR, AND IS AN ESTIMATED 125
 EX0327'FEET IN HEIGHT.
 EX0327'
 EX0327'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1001
 EX0327'AND THE PAVED ROAD LEADING TO THE CAPE HATTERAS LIGHTHOUSE, GO
 EX0327'SOUTH ON ROAD LEADING TO THE LIGHTHOUSE FOR 0.9 MILE TO
 EX0327'CROSSROADS.  TURN RIGHT GOING WEST FOR 0.5 MILE TO THE ROAD RIGHT,
 EX0327'TURN RIGHT AND GO FOR .15 MILE TO ROAD LEFT.  TURN LEFT FOR .05
 EX0327'MILE TO MAINTENANCE AREA.
 EX0327'
 EX0327'THE BALL ON TOP OF THE TANK WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH7080 ***********************************************************************
 AH7080  SACS        -  This is a Secondary Airport Control Station.
 AH7080  DESIGNATION -  BUY A
 AH7080  PID         -  AH7080
 AH7080  STATE/COUNTY-  NC/ALAMANCE
 AH7080  USGS QUAD   -  BURLINGTON (1981)
 AH7080
 AH7080                         *CURRENT SURVEY CONTROL
 AH7080  ___________________________________________________________________
 AH7080* NAD 83(2007)-  36 02 45.15395(N)    079 28 17.09858(W)     ADJUSTED  
 AH7080* NAVD 88     -       186.063  (meters)     610.44   (feet)  ADJUSTED  
 AH7080  ___________________________________________________________________
 AH7080  EPOCH DATE  -        2002.00
 AH7080  X           -     943,438.447 (meters)                     COMP
 AH7080  Y           -  -5,076,203.977 (meters)                     COMP
 AH7080  Z           -   3,732,400.414 (meters)                     COMP
 AH7080  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH7080  ELLIP HEIGHT-         155.885 (meters)          (02/10/07) ADJUSTED
 AH7080  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AH7080  DYNAMIC HT  -         185.916 (meters)     609.96  (feet)  COMP
 AH7080
 AH7080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH7080  Type    PID    Designation                      North   East  Ellip
 AH7080  -------------------------------------------------------------------
 AH7080  NETWORK AH7080 BUY A                             0.31   0.27   1.23
 AH7080  -------------------------------------------------------------------
 AH7080  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 AH7080
 AH7080  VERT ORDER  -  SECOND    CLASS II
 AH7080
 AH7080.This mark is at Burlington-Alamance Airport (BUY)
 AH7080
 AH7080.The horizontal coordinates were established by GPS observations
 AH7080.and adjusted by the National Geodetic Survey in February 2007.
 AH7080
 AH7080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH7080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH7080.The horizontal coordinates are valid at the epoch date displayed above.
 AH7080.The epoch date for horizontal control is a decimal equivalence
 AH7080.of Year/Month/Day.
 AH7080
 AH7080.The orthometric height was determined by differential leveling
 AH7080.and adjusted in July 1999.
 AH7080
 AH7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7080
 AH7080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7080
 AH7080.The ellipsoidal height was determined by GPS observations
 AH7080.and is referenced to NAD 83.
 AH7080
 AH7080.The geoid height was determined by GEOID03.
 AH7080
 AH7080.The dynamic height is computed by dividing the NAVD 88
 AH7080.geopotential number by the normal gravity value computed on the
 AH7080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7080.degrees latitude (g = 980.6199 gals.).
 AH7080
 AH7080.The modeled gravity was interpolated from observed gravity values.
 AH7080
 AH7080;                    North         East     Units Scale Factor Converg.
 AH7080;SPC NC       -   254,791.773   567,122.719   MT  0.99996853   -0 16 19.5
 AH7080;SPC NC       -   835,929.34  1,860,635.12   sFT  0.99996853   -0 16 19.5
 AH7080;UTM  17      - 3,990,117.751   637,692.849   MT  0.99983361   +0 53 58.6
 AH7080
 AH7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7080!SPC NC       -   0.99997553  x   0.99996853  =   0.99994407
 AH7080!UTM  17      -   0.99997553  x   0.99983361  =   0.99980915
 AH7080
 AH7080:                Primary Azimuth Mark                     Grid Az
 AH7080:SPC NC       -  BURLPORT AZ MK                           298 41 12.3
 AH7080:UTM  17      -  BURLPORT AZ MK                           297 30 54.2
 AH7080
 AH7080|---------------------------------------------------------------------|
 AH7080| PID    Reference Object                     Distance      Geod. Az  |
 AH7080|                                                           dddmmss.s |
 AH7080| FY3758 BURLPORT AZ MK                      APPROX. 0.5 KM 2982452.8 |
 AH7080|---------------------------------------------------------------------|
 AH7080
 AH7080                          SUPERSEDED SURVEY CONTROL
 AH7080
 AH7080  NAD 83(2001)-  36 02 45.15399(N)    079 28 17.09873(W) AD(       ) 1
 AH7080  ELLIP H (02/10/03)  155.888  (m)                       GP(       ) 4 2
 AH7080  NAD 83(1995)-  36 02 45.15438(N)    079 28 17.09861(W) AD(       ) 1
 AH7080  ELLIP H (12/23/99)  155.900  (m)                       GP(       ) 4 2
 AH7080  NAVD 88 (12/23/99)  186.06   (m)          610.4    (f) LEVELING    3  
 AH7080
 AH7080.Superseded values are not recommended for survey control.
 AH7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7080.See file dsdata.txt to determine how the superseded data were derived.
 AH7080
 AH7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3769390118(NAD 83)
 AH7080_MARKER: DH = HORIZONTAL CONTROL DISK
 AH7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7080_STAMPING: BUY A 1997
 AH7080_MARK LOGO: NGS   
 AH7080_PROJECTION: FLUSH
 AH7080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7080+STABILITY: SURFACE MOTION
 AH7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7080+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2008
 AH7080
 AH7080  HISTORY     - Date     Condition        Report By
 AH7080  HISTORY     - 1997     MONUMENTED       NCGS
 AH7080  HISTORY     - 19990617 GOOD             NCGS
 AH7080  HISTORY     - 20080513 GOOD             NGS
 AH7080
 AH7080                          STATION DESCRIPTION
 AH7080
 AH7080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AH7080'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHEAST OF ALAMANCE AND 3.9
 AH7080'MI (6.3 KM) SOUTH-SOUTHWEST OF BURLINGTON. PROCEED ALONG NC 62 FOR
 AH7080'1.85 MI (2.98 KM) SOUTH FROM I-85, THENCE ALONG ANTHONY ROAD FOR 0.7
 AH7080'MI (1.1 KM) EAST, THENCE ALONG A DRIVE FOR 0.1 MI (0.2 KM) NORTHWEST
 AH7080'TO LAB CORP HANGAR, THENCE ALONG A RAMP FOR 0.05 MI (0.08 KM)
 AH7080'NORTHWEST, THENCE ALONG RUNWAY 28 FOR 0.2 MI (0.3 KM) EAST TO STATION,
 AH7080'IN THE SOUTHEAST CORNER OF A GRASSY AREA AT THE EAST END OF RUNWAY 28.
 AH7080'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. MARK
 AH7080'IS LEVEL WITH RUNWAY AND FLUSH WITH GROUND. LOCATED 110.3 FT (33.6 M)
 AH7080'SOUTH OF THE CENTERLINE OF THE SOUTHEAST CORNER OF THE RUNWAY, 132.8
 AH7080'FT (40.5 M) SOUTH OF THE SOUTH MOST RECEPTACAL FOR END RUNWAY LIGHT,
 AH7080'132.5 FT (40.4 M) EAST-NORTHEAST OF THE CENTER OF A STORM GRATE ON THE
 AH7080'SOUTH EDGE OF A BERM, AND 82.6 FT (25.2 M) NORTHWEST OF A STORM GRATE
 AH7080'AT THE SOUTHEAST CORNER OF BERM.
 AH7080
 AH7080                          STATION RECOVERY (1999)
 AH7080
 AH7080'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AH7080'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS A SECONDARY
 AH7080'AIRPORT CONTROL STATION.
 AH7080
 AH7080                          STATION RECOVERY (2008)
 AH7080
 AH7080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SML)
 AH7080'RECOVERED AS DESCRIBED.
 AH7080'DUE TO SECURITY CONCERNS, CONTACT BURLINGTON AIRPORT MANAGER PRIOR TO
 AH7080'ACCESSING THIS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1407 ***********************************************************************
 EZ1407  DESIGNATION -  BUZZARD
 EZ1407  PID         -  EZ1407
 EZ1407  STATE/COUNTY-  NC/CHATHAM
 EZ1407  USGS QUAD   -  PITTSBORO (1981)
 EZ1407
 EZ1407                         *CURRENT SURVEY CONTROL
 EZ1407  ___________________________________________________________________
 EZ1407* NAD 83(2001)-  35 39 10.66119(N)    079 10 32.40712(W)     ADJUSTED  
 EZ1407* NAVD 88     -       144.485  (meters)     474.03   (feet)  ADJUSTED  
 EZ1407  ___________________________________________________________________
 EZ1407  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 EZ1407  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 EZ1407  DYNAMIC HT  -         144.363 (meters)     473.63  (feet)  COMP
 EZ1407  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 EZ1407
 EZ1407  HORZ ORDER  -  SECOND
 EZ1407  VERT ORDER  -  SECOND    CLASS II
 EZ1407
 EZ1407.The horizontal coordinates were established by classical geodetic methods
 EZ1407.and adjusted by the National Geodetic Survey in August 2005.
 EZ1407
 EZ1407.The orthometric height was determined by differential leveling
 EZ1407.and adjusted in June 1991.
 EZ1407
 EZ1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1407
 EZ1407.The geoid height was determined by GEOID03.
 EZ1407
 EZ1407.The dynamic height is computed by dividing the NAVD 88
 EZ1407.geopotential number by the normal gravity value computed on the
 EZ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1407.degrees latitude (g = 980.6199 gals.).
 EZ1407
 EZ1407.The modeled gravity was interpolated from observed gravity values.
 EZ1407
 EZ1407;                    North         East     Units Scale Factor Converg.
 EZ1407;SPC NC       -   211,111.765   593,694.830   MT  0.99989704   -0 06 05.0
 EZ1407;SPC NC       -   692,622.52  1,947,813.79   sFT  0.99989704   -0 06 05.0
 EZ1407;UTM  17      - 3,946,990.727   665,149.030   MT  0.99993610   +1 03 48.9
 EZ1407
 EZ1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1407!SPC NC       -   0.99998222  x   0.99989704  =   0.99987926
 EZ1407!UTM  17      -   0.99998222  x   0.99993610  =   0.99991832
 EZ1407
 EZ1407:                Primary Azimuth Mark                     Grid Az
 EZ1407:SPC NC       -  NEW YORK                                 351 59 36.5
 EZ1407:UTM  17      -  NEW YORK                                 350 49 42.6
 EZ1407
 EZ1407|---------------------------------------------------------------------|
 EZ1407| PID    Reference Object                     Distance      Geod. Az  |
 EZ1407|                                                           dddmmss.s |
 EZ1407| EZ1406 NEW YORK                            APPROX. 1.7 KM 3515331.5 |
 EZ1407|---------------------------------------------------------------------|
 EZ1407
 EZ1407                          SUPERSEDED SURVEY CONTROL
 EZ1407
 EZ1407  NAD 83(1986)-  35 39 10.66517(N)    079 10 32.41397(W) AD(       ) 2
 EZ1407  NAD 27      -  35 39 10.13365(N)    079 10 33.35663(W) AD(       ) 2
 EZ1407  NGVD 29 (??/??/92)  144.71   (m)          474.8    (f) COMPUTED    2 2
 EZ1407
 EZ1407.Superseded values are not recommended for survey control.
 EZ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1407.See file dsdata.txt to determine how the superseded data were derived.
 EZ1407
 EZ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6514946991(NAD 83)
 EZ1407_MARKER: DE = TRAVERSE STATION DISK
 EZ1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1407_STAMPING: BUZZARD 1974
 EZ1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1407+STABILITY: SURFACE MOTION
 EZ1407
 EZ1407  HISTORY     - Date     Condition        Report By
 EZ1407  HISTORY     - 1974     MONUMENTED       NCGS
 EZ1407  HISTORY     - 1974     GOOD             NCGS
 EZ1407
 EZ1407                          STATION DESCRIPTION
 EZ1407
 EZ1407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (DB)
 EZ1407'BUZZARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ1407'THE VICINITY OF PITTSBORO, NORTH CAROLINA.
 EZ1407'
 EZ1407'BUZZARD IS LOCATED APPROXIMATELY 4.6 MILES SOUTH OF PITTSBORO AND
 EZ1407'12.0 MILES NORTH OF SANFORD.  TO REACH STATION FROM THE COURTHOUSE
 EZ1407'IN PITTSBORO, PROCEED SOUTH ALONG U.S. 15, U.S. 501 AND NC 87 FOR
 EZ1407'4.7 MILES TO STATION ON THE LEFT, ON TOP OF A 10 FOOT BANK,
 EZ1407'APPROXIMATELY 100 FEET NORTH OF A DIRT WOODS ROAD LEADING EAST,
 EZ1407'0.2 MILE SOUTH OF THE INTERSECTION WITH SR 1954, AND 2.25 MILES
 EZ1407'NORTH OF THE ROCKY RIVER BRIDGE.
 EZ1407'
 EZ1407'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1407'BUZZARD 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1407'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1407'
 EZ1407'MARK IS 88.3 FT E OF C/L OF HIGHWAY
 EZ1407'
 EZ1407'107.5 FT NNE OF C/L OF WOODS ROAD
 EZ1407'
 EZ1407'107.3 FT NE OF N END OF METAL CULVERT UNDER WOODS ROAD
 EZ1407'
 EZ1407'75.5 FT N OF TP 106 WITH ALUMINUM REF. TAG
 EZ1407'
 EZ1407'12.4 FT W OF FENCE POST WITH ALUMINUM REF. TAG
 EZ1407
 EZ1407                          STATION RECOVERY (1974)
 EZ1407
 EZ1407'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ1407'4.6 MI S FROM PITTSBORO.
 EZ1407'TO REACH STATION FROM THE COURTHOUSE IN PITTSBORO, PROCEED
 EZ1407'SOUTH ALONG U.S. 15, U.S. 501, AND NC 87 FOR 4.7 MILES TO STATION
 EZ1407'ON THE LEFT, ON TOP OF A 10 FOOT BANK, AND APPROXIMATELY 100 FEET
 EZ1407'NORTH OF A DIRT WOODS ROAD LEADING EAST, AND 0.2 MILE SOUTH OF
 EZ1407'THE INTERSECTION WITH SR 1954, 2.25 MILES NORTH OF THE ROCKY RIVER
 EZ1407'BRIDGE, 88.3 FT EAST OF C/L OF U.S. 15, U.S. 501, AND NC 87,
 EZ1407'107.5 FT NNE OF C/L OF WOODS ROAD, 107.3 FT NE OF NORTH END OF METAL
 EZ1407'CULVERT UNDER WOODS ROAD, 75.5 FT NORTH OF TP 106 WITH ALUMINUM
 EZ1407'REF. TAG, AND 12.4 FT WEST OF FENCE POST WITH ALUMINUM REF. TAG.
 EZ1407'DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 EZ1407'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3449 ***********************************************************************
 FA3449  DESIGNATION -  BUZZARD
 FA3449  PID         -  FA3449
 FA3449  STATE/COUNTY-  NC/BURKE
 FA3449  USGS QUAD   -  BENN KNOB (1984)
 FA3449
 FA3449                         *CURRENT SURVEY CONTROL
 FA3449  ___________________________________________________________________
 FA3449* NAD 83(2001)-  35 37 02.19435(N)    081 44 38.13847(W)     ADJUSTED  
 FA3449* NAVD 88     -       911.9    (meters)    2992.     (feet)  VERTCON   
 FA3449  ___________________________________________________________________
 FA3449  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 FA3449  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 FA3449  HORZ ORDER  -  THIRD
 FA3449
 FA3449.The horizontal coordinates were established by classical geodetic methods
 FA3449.and adjusted by the National Geodetic Survey in August 2005.
 FA3449
 FA3449.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3449
 FA3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3449
 FA3449.The geoid height was determined by GEOID03.
 FA3449
 FA3449;                    North         East     Units Scale Factor Converg.
 FA3449;SPC NC       -   210,573.837   361,067.024   MT  0.99989288   -1 35 01.4
 FA3449;SPC NC       -   690,857.66  1,184,600.73   sFT  0.99989288   -1 35 01.4
 FA3449;UTM  17      - 3,941,754.867   432,628.517   MT  0.99965593   -0 25 59.7
 FA3449
 FA3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3449!SPC NC       -   0.99986190  x   0.99989288  =   0.99975479
 FA3449!UTM  17      -   0.99986190  x   0.99965593  =   0.99951788
 FA3449
 FA3449:                Primary Azimuth Mark                     Grid Az
 FA3449:SPC NC       -  MORGANTON NE STANDPIPE                   021 00 59.8
 FA3449:UTM  17      -  MORGANTON NE STANDPIPE                   019 51 58.1
 FA3449
 FA3449|---------------------------------------------------------------------|
 FA3449| PID    Reference Object                     Distance      Geod. Az  |
 FA3449|                                                           dddmmss.s |
 FA3449| FA3398 MORGANTON NE STANDPIPE              APPROX.16.9 KM 0192558.4 |
 FA3449| FA3451 BENN RESET                          APPROX. 9.5 KM 1271500.9 |
 FA3449| FA3976 BUZZARD RM 1                          2.697 METERS 15039     |
 FA3449| FA3533 HUNTSVILLE LOT                      APPROX.17.5 KM 2671849.6 |
 FA3449| FA3977 BUZZARD RM 2                          5.483 METERS 27916     |
 FA3449|---------------------------------------------------------------------|
 FA3449
 FA3449                          SUPERSEDED SURVEY CONTROL
 FA3449
 FA3449  NAD 83(1995)-  35 37 02.20167(N)    081 44 38.13671(W) AD(       ) 3
 FA3449  NAD 83(1986)-  35 37 02.20688(N)    081 44 38.14317(W) AD(       ) 3
 FA3449  NAD 27      -  35 37 01.75367(N)    081 44 38.77770(W) AD(       ) 3
 FA3449  NGVD 29 (07/19/86)  912.0    (m)         2992.     (f) VERT ANG    3  
 FA3449
 FA3449.Superseded values are not recommended for survey control.
 FA3449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3449.See file dsdata.txt to determine how the superseded data were derived.
 FA3449
 FA3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3262941755(NAD 83)
 FA3449_MARKER: DD = SURVEY DISK
 FA3449_SETTING: 66 = SET IN ROCK OUTCROP
 FA3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3449
 FA3449  HISTORY     - Date     Condition        Report By
 FA3449  HISTORY     - 1948     MONUMENTED       USGS
 FA3449
 FA3449                          STATION DESCRIPTION
 FA3449
 FA3449'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG)
 FA3449'LOCATED 18 MI SW. OF MORGANTON, ON TOP OF RATHER SHARP KNOB CALLED
 FA3449'BUZZARDS ROOST. IT IS ABOUT 2.0 MI S. OF MORGANTON PUMPHOUSE AND
 FA3449'ABOUT 10 MI W. OF HORSE RIDGE LOOKOUT TOWER.
 FA3449'
 FA3449'TO REACH FROM COURTHOUSE IN MORGANTON GO SW. ON ALTERNATE STATE
 FA3449'HIGHWAY 64 FOR 11.4 MI TO DIRT RD. LEFT AT BOLLINGERS RANCH AND
 FA3449'SERVICE STATION. TURN LEFT ALONG THIS RD., WHICH IS AN OLD CCC RD.,
 FA3449'AND FOLLOW MAIN RD. TO TOP OF, AND THROUGH MOUNTAINS FOR 6.4 MI. LEAVE
 FA3449'TRUCK AT SHARP CURVE IN RD. AND TAKE OLD WOODSTRAIL LEFT, WHICH
 FA3449'FOLLOWS THE S. SIDE OF RIDGE AND DOWN A VALLEY AT SW. SIDE OF BUZZARDS
 FA3449'ROOST, WHERE THE TRAIL ENDS. IT IS ABOUT 0.8 MI FROM RD. TO END OF
 FA3449'THIS TRAIL. KEEP STRAIGHT AHEAD THROUGH WOODS FOR ABOUT 0.4 MI TO TOP
 FA3449'OF RIDGE. TURN RIGHT AT TOP AND GO ALONG TOP OF RIDGE FOR ABOUT 0.2 MI
 FA3449'TO BUZZARDS ROOST AND STATION.
 FA3449'
 FA3449'STANDARD TABLET STAMPED---BUZZARD 1948---SET IN TOP OF A 10 BY 10
 FA3449'IN. ROCK PROJECTING 3 IN. IT IS AT E. END OF TWO LARGE THIN ROCKS
 FA3449'WHICH ARE STANDING ON END ON HIGHEST POINT, 5 FT SSW. OF 15-IN.
 FA3449'HICKORY TREE.
 FA3449'
 FA3449'REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3449'---RM NO. 1 1948---8.85 FEET FROM STATION.
 FA3449'IT IS IN THE TOP OF AN IRREGULAR SHAPED 2 BY 2 FOOT
 FA3449'ROCK. 12.5 FEET SSE. OF A 15-IN. HICKORY TREE.
 FA3449'
 FA3449'REFERENCE MARK NO 2, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3449'---RM NO 2 1948---17.99 FEET FROM STATION.
 FA3449'IT IS IN THE TOP OF A 2 BY 2 FOOT SLOPING IRREGULAR
 FA3449'SHAPED ROCK 8 FEET SW. 30.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2790 ***********************************************************************
 FB2790  DESIGNATION -  BUZZARD
 FB2790  PID         -  FB2790
 FB2790  STATE/COUNTY-  NC/RUTHERFORD
 FB2790  USGS QUAD   -  LAKE LURE (1987)
 FB2790
 FB2790                         *CURRENT SURVEY CONTROL
 FB2790  ___________________________________________________________________
 FB2790* NAD 83(2001)-  35 26 42.19663(N)    082 10 33.99300(W)     ADJUSTED  
 FB2790* NAVD 88     -       445.4    (meters)    1461.     (feet)  VERTCON   
 FB2790  ___________________________________________________________________
 FB2790  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 FB2790  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FB2790  HORZ ORDER  -  SECOND
 FB2790
 FB2790.The horizontal coordinates were established by classical geodetic methods
 FB2790.and adjusted by the National Geodetic Survey in August 2005.
 FB2790
 FB2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2790
 FB2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2790
 FB2790.The geoid height was determined by GEOID03.
 FB2790
 FB2790;                    North         East     Units Scale Factor Converg.
 FB2790;SPC NC       -   192,644.976   321,322.956   MT  0.99987826   -1 49 59.4
 FB2790;SPC NC       -   632,036.06  1,054,207.06   sFT  0.99987826   -1 49 59.4
 FB2790;UTM  17      - 3,923,035.118   393,259.950   MT  0.99974040   -0 40 55.6
 FB2790
 FB2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2790!SPC NC       -   0.99993503  x   0.99987826  =   0.99981329
 FB2790!UTM  17      -   0.99993503  x   0.99974040  =   0.99967544
 FB2790
 FB2790:                Primary Azimuth Mark                     Grid Az
 FB2790:SPC NC       -  CANE CREEK                               205 38 57.0
 FB2790:UTM  17      -  CANE CREEK                               204 29 53.2
 FB2790
 FB2790|---------------------------------------------------------------------|
 FB2790| PID    Reference Object                     Distance      Geod. Az  |
 FB2790|                                                           dddmmss.s |
 FB2790| FB2796 CANE CREEK                          APPROX. 4.4 KM 2034857.6 |
 FB2790|---------------------------------------------------------------------|
 FB2790
 FB2790                          SUPERSEDED SURVEY CONTROL
 FB2790
 FB2790  NAD 83(1986)-  35 26 42.20363(N)    082 10 33.99371(W) AD(       ) 2
 FB2790  NAD 27      -  35 26 41.79594(N)    082 10 34.60836(W) AD(       ) 2
 FB2790  NGVD 29 (07/19/86)  445.5    (m)         1462.     (f) VERT ANG    3  
 FB2790
 FB2790.Superseded values are not recommended for survey control.
 FB2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2790.See file dsdata.txt to determine how the superseded data were derived.
 FB2790
 FB2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9326023035(NAD 83)
 FB2790_MARKER: DE = TRAVERSE STATION DISK
 FB2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2790_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2790+STABILITY: SURFACE MOTION
 FB2790
 FB2790  HISTORY     - Date     Condition        Report By
 FB2790  HISTORY     - 1975     MONUMENTED       NCGS
 FB2790
 FB2790                          STATION DESCRIPTION
 FB2790
 FB2790'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2790'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES EAST-NORTHEAST OF LAKE
 FB2790'LURE POST OFFICE ON TOP OF BUZZARDS ROOST.
 FB2790'
 FB2790'TO REACH THE STATION FROM THE INTERSECTION OF US 64, US 74 AND SR 1008
 FB2790'(BILLS CREEK RD.) IN SMALL COMMUNITY OF UREE NEAR LAKE LURE, PROCEED
 FB2790'NORTH ALONG SR 1008 FOR 1.95 MILES TO INTERSECTION WITH SR 1306
 FB2790'(BUFFALO CREEK RD.), THENCE WEST ALONG SR 1306 FOR 1.35 MILES TO L. G.
 FB2790'LOWDEES DRIVEWAY, THENCE SOUTH ALONG DRIVEWAY FOR 0.1 MILE TO GATE ON
 FB2790'LEFT, THENCE SOUTH ACROSS PASTURE FOR 0.1 MILE AND ACROSS WOODEN
 FB2790'BRIDGE TO SECOND GATE, THENCE WEST AND SOUTH UP GRADE ALONG WOODS ROAD
 FB2790'FOR 0.75 MILE TO TOP OF HILL AND STATION NEAR HIGHEST POINT ON
 FB2790'BUZZARDS ROOST.
 FB2790'
 FB2790'STATION MARK IS A STANDARD DISK, STAMPED---BUZZARD 1975---, SET IN THE
 FB2790'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE
 FB2790'GROUND SURFACE.  MARK IS 14.4 FEET WEST-SOUTHWEST OF 12 INCH WHITE OAK
 FB2790'WITH REFERENCE TAG, 27.2 FEET SOUTH OF 14 INCH OAK WITH REFERENCE TAG,
 FB2790'42.9 FEET EAST-SOUTHEAST OF 6 INCH JACK PINE WITH REFERENCE TAG, 29.0
 FB2790'FEET WEST-NORTHWEST OF 8 INCH WILD CHERRY WITH REFERENCE TAG AND 50.5
 FB2790'FEET EAST-NORTHEAST OF 5 INCH WILD CHERRY WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0060 ***********************************************************************
 UT0060  DESIGNATION -  BUZZARD
 UT0060  PID         -  UT0060
 UT0060  STATE/COUNTY-  NC/BRUNSWICK
 UT0060  USGS QUAD   -  KURE BEACH (1979)
 UT0060
 UT0060                         *CURRENT SURVEY CONTROL
 UT0060  ___________________________________________________________________
 UT0060* NAD 83(2001)-  33 52 46.99270(N)    077 57 25.05608(W)     ADJUSTED  
 UT0060* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 UT0060  ___________________________________________________________________
 UT0060  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 UT0060  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 UT0060  HORZ ORDER  -  SECOND
 UT0060
 UT0060.The horizontal coordinates were established by classical geodetic methods
 UT0060.and adjusted by the National Geodetic Survey in August 2005.
 UT0060
 UT0060.The NAVD 88 height was computed by applying the VERTCON shift value to
 UT0060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 UT0060
 UT0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0060
 UT0060.The geoid height was determined by GEOID03.
 UT0060
 UT0060;                    North         East     Units Scale Factor Converg.
 UT0060;SPC NC       -    14,898.112   706,111.169   MT  1.00015644   +0 36 07.2
 UT0060;SPC NC       -    48,878.22  2,316,633.06   sFT  1.00015644   +0 36 07.2
 UT0060;UTM  18      - 3,752,756.017   226,500.567   MT  1.00052224   -1 38 57.8
 UT0060;UTM  17      - 3,752,988.705   781,464.079   MT  1.00057674   +1 41 50.9
 UT0060
 UT0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 UT0060!SPC NC       -   1.00000531  x   1.00015644  =   1.00016175
 UT0060!UTM  18      -   1.00000531  x   1.00052224  =   1.00052755
 UT0060!UTM  17      -   1.00000531  x   1.00057674  =   1.00058205
 UT0060
 UT0060|---------------------------------------------------------------------|
 UT0060| PID    Reference Object                     Distance      Geod. Az  |
 UT0060|                                                           dddmmss.s |
 UT0060| UT0751 BUZZARD RM 1                          6.552 METERS 00313     |
 UT0060| UT0080 FORT FISHER USAF W RADAR TOWER      APPROX.11.7 KM 0181148.1 |
 UT0060| UT0079 FORT FISHER USAF E RADAR TOWER      APPROX.11.8 KM 0183837.5 |
 UT0060| UT0752 BUZZARD RM 2                          5.992 METERS 14003     |
 UT0060| DD2487 SOUTHPORT WILM CAPE FEAR TOWER      APPROX. 7.1 KM 3051748.6 |
 UT0060| DD2480 SOUTHPORT MUNICIPAL TANK            APPROX. 7.4 KM 3082913.6 |
 UT0060|---------------------------------------------------------------------|
 UT0060
 UT0060                          SUPERSEDED SURVEY CONTROL
 UT0060
 UT0060  NAD 83(1986)-  33 52 47.00437(N)    077 57 25.06595(W) AD(       ) 2
 UT0060  NAD 27      -  33 52 46.37366(N)    077 57 26.11065(W) AD(       ) 2
 UT0060  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG    3  
 UT0060
 UT0060.Superseded values are not recommended for survey control.
 UT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0060.See file dsdata.txt to determine how the superseded data were derived.
 UT0060
 UT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2650152756(NAD 83)
 UT0060_MARKER: DS = TRIANGULATION STATION DISK
 UT0060_SETTING: 0 = UNSPECIFIED SETTING
 UT0060
 UT0060  HISTORY     - Date     Condition        Report By
 UT0060  HISTORY     - 1962     MONUMENTED       CGS
 UT0060  HISTORY     - 1965     GOOD             CGS
 UT0060
 UT0060                          STATION DESCRIPTION
 UT0060
 UT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 UT0060'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF SOUTHPORT,
 UT0060'ABOUT 4 MILES EAST-SOUTHEAST OF OAK ISLAND LIGHTHOUSE.  AT THE
 UT0060'NORTHEAST END OF SMITH ISLAND.  LOCALLY KNOWN AS BALD HEAD
 UT0060'ISLAND.  IT IS TO THE SOUTHEAST OF BUZZARD BAY AND
 UT0060'ABOUT 250 FEET NORTH OF WATER EDGE ON THE OCEAN SIDE AT THE
 UT0060'SOUTH END OF A LONG LOW SANDY BEACH.  THE STATION IS ON A SMALL
 UT0060'SAND DUNE ABOUT 10 FEET ABOVE THE SEA, 5.5 FEET NORTH OF METAL
 UT0060'WITNESS POST WITH SIGN.  STATION IS MARKED BY A STANDARD DISK
 UT0060'CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS
 UT0060'DRIVEN 40 FEET INTO THE GROUND.  THE DISK IS STAMPED BUZZARD
 UT0060'1962 AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 UT0060'
 UT0060'REFERENCE MARK NO. 1 IS ON THE SAME DUNE AS IS THE STATION,
 UT0060'245 FEET NORTH OF WATER EDGE A HIGH TIDE.  IT IS MARKED BY A
 UT0060'STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD
 UT0060'THAT IS DRIVEN 32 FEET INTO THE GROUND.  THE DISK IS
 UT0060'STAMPED BUZZARD 1962 NO. 1.
 UT0060'
 UT0060'REFERENCE MARK NO. 2 IS ON THE SAME DUNE AS IS THE STATION,
 UT0060'225 FEET NORTH OF WATER EDGE AT LOW TIDE.  IT IS MARKED BY A
 UT0060'STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD
 UT0060'THAT IS DRIVEN 32 FEET INTO THE GROUND.  THE ROD IS WITHIN A 1
 UT0060'INCH BY 5 FOOT GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5
 UT0060'FOOT GALVANIZED PIPE.  THE DISK IS STAMPED BUZZARD 1962 NO. 2.
 UT0060'
 UT0060'STATION WAS REACHED BY BOAT FROM SOUTHPORT.
 UT0060'
 UT0060'HEIGHT OF STAND ABOVE STATION MARK 1.12 METERS.
 UT0060
 UT0060                          STATION RECOVERY (1965)
 UT0060
 UT0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 UT0060'THE STATION MARK AND R.MS. 1 AND 2 WERE FOUND IN GOOD
 UT0060'CONDITION.  MEASUREMENTS LISTED IN THE ORIGINAL DESCRIPTION
 UT0060'WERE VERIFIED.  THE FOLLOWING CORRECTIONS AND ADDITIONS ARE
 UT0060'APPLICABLE.
 UT0060'
 UT0060'THE SMALL SAND DUNE HAS BECOME A LARGE SAND DUNE WHEN
 UT0060'COMPARED WITH OTHERS IN THE IMMEDIATE VICINITY.
 UT0060'
 UT0060'THE METAL WITNESS POST WITH SIGN NO LONGER EXISTS.
 UT0060'
 UT0060'INSTEAD OF PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 UT0060'GROUND THE STATION MARK IS 2.0 FEET BELOW THE TOP OF THE SAND DUNE.
 UT0060'
 UT0060'REFERENCE MARK NO 1 IS 3.0 FEET UNDERGROUND.  REFERENCE
 UT0060'MARK NO.2 IS 4.0 FEET UNDERGROUND.
 UT0060'
 UT0060'A 4 INCH ROUND WOODEN WITNESS POST WITH METAL SURVEY
 UT0060'MARKER SIGN WAS PLACED 2.0 FEET NORTH OF STATION MARK.  IT
 UT0060'PROJECTS 4.0 FEET.
 UT0060'
 UT0060'NOTE--MR. REECE SWAN OF SOUTHPORT, N. C. HAS KNOWLEDGE OF THIS
 UT0060'AND OTHER COAST AND GEODETIC SURVEY STATIONS ON THE ISLAND.  HE
 UT0060'IS CARETAKER FOR THE OWNER OF THE ISLAND AND VERY
 UT0060'COOPERATIVE.  A FOUR-WHEEL DRIVE VEHICLE CAN BE OBTAINED
 UT0060'THROUGH HIM FOR TRAVELING THE BEACH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5573 ***********************************************************************
 AA5573  DESIGNATION -  BUZZARD
 AA5573  PID         -  AA5573
 AA5573  STATE/COUNTY-  NC/BUNCOMBE
 AA5573  USGS QUAD   -  WEAVERVILLE (1983)
 AA5573
 AA5573                         *CURRENT SURVEY CONTROL
 AA5573  ___________________________________________________________________
 AA5573* NAD 83(2001)-  35 39 44.11553(N)    082 30 20.66654(W)     ADJUSTED  
 AA5573* NAVD 88     -      1072.7    (meters)    3519.     (feet)  VERT ANG  
 AA5573  ___________________________________________________________________
 AA5573  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA5573  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AA5573  HORZ ORDER  -  SECOND
 AA5573
 AA5573.The horizontal coordinates were established by classical geodetic methods
 AA5573.and adjusted by the National Geodetic Survey in August 2005.
 AA5573
 AA5573.The orthometric height was determined by vertical angle observations.
 AA5573
 AA5573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5573
 AA5573.The geoid height was determined by GEOID03.
 AA5573
 AA5573;                    North         East     Units Scale Factor Converg.
 AA5573;SPC NC       -   217,732.595   292,266.705   MT  0.99989818   -2 01 24.3
 AA5573;SPC NC       -   714,344.36    958,878.35   sFT  0.99989818   -2 01 24.3
 AA5573;UTM  17      - 3,947,532.800   363,709.807   MT  0.99982890   -0 52 40.8
 AA5573
 AA5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5573!SPC NC       -   0.99983635  x   0.99989818  =   0.99973454
 AA5573!UTM  17      -   0.99983635  x   0.99982890  =   0.99966527
 AA5573
 AA5573:                Primary Azimuth Mark                     Grid Az
 AA5573:SPC NC       -  RICH KNOB MICROWAVE TOWER                190 45 49.4
 AA5573:UTM  17      -  RICH KNOB MICROWAVE TOWER                189 37 05.9
 AA5573
 AA5573|---------------------------------------------------------------------|
 AA5573| PID    Reference Object                     Distance      Geod. Az  |
 AA5573|                                                           dddmmss.s |
 AA5573| AA5839 RICH KNOB MICROWAVE TOWER                          1884425.1 |
 AA5573|---------------------------------------------------------------------|
 AA5573
 AA5573                          SUPERSEDED SURVEY CONTROL
 AA5573
 AA5573  NAD 83(1995)-  35 39 44.11613(N)    082 30 20.66644(W) AD(       ) 2
 AA5573  NAD 83(1986)-  35 39 44.12432(N)    082 30 20.66879(W) AD(       ) 2
 AA5573  NGVD 29 (03/11/98) 1072.6    (m)         3519.     (f) VERT ANG    3  
 AA5573
 AA5573.Superseded values are not recommended for survey control.
 AA5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5573.See file dsdata.txt to determine how the superseded data were derived.
 AA5573
 AA5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6371047533(NAD 83)
 AA5573_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5573_SETTING: 66 = SET IN ROCK OUTCROP
 AA5573_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA5573_STAMPING: BUZZARD 1991
 AA5573_MARK LOGO: NCGS  
 AA5573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5573+STABILITY: POSITION/ELEVATION WELL
 AA5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5573+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5573
 AA5573  HISTORY     - Date     Condition        Report By
 AA5573  HISTORY     - 1991     MONUMENTED       NCGS
 AA5573  HISTORY     - 20020117 POOR             MAC
 AA5573
 AA5573                          STATION DESCRIPTION
 AA5573
 AA5573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5573'STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTHEAST OF WEAVERVILLE AND
 AA5573'5.4 MI (8.7 KM) NORTH-NORTHEAST OF ASHEVILLE. PROCEED ALONG SR 2053
 AA5573'(BEAVERDAM ROAD) FOR 0.7 MI (1.1 KM) NORTHEAST FROM US 25 (MERRIMON
 AA5573'AVENUE), THENCE NORTH FOR 5.05 MI (8.13 KM) ALONG SR 2230 (ELK
 AA5573'MOUNTAIN SCENIC HIGHWAY) TO BUZZARD ROCK AND STATION. MARK IS ABOUT 6
 AA5573'FEET LOWER THAN ROAD.  LOCATED 56.2 FT (17.1 M) SOUTH OF THE
 AA5573'CENTERLINE OF THE ROAD, 28.7 FT (8.7 M) EAST-SOUTHEAST OF A 28-INCH
 AA5573'CHESTNUT OAK, AND 76.5 FT (23.3 M) SOUTHWEST OF A POWER POLE WITH A
 AA5573'REFERENCE TAG. GEODETIC AZIMUTH TO RICH KNOB MICROWAVE
 AA5573'TOWER--188-44-26--.
 AA5573
 AA5573                          STATION RECOVERY (2002)
 AA5573
 AA5573'RECOVERY NOTE BY MATTERN AND CRAIG 2002 (JAN)
 AA5573'THE DISK IS MISSING, BUT THE STEM REMAINS.  RICH KNOB MICROWAVE TOWER
 AA5573'HAS BEEN REMOVED.  PISGAH MTN WLOS TV TOWER MAY BE SEEN ON A CLEAR
 AA5573'DAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4161 ***********************************************************************
 FY4161  DESIGNATION -  BY
 FY4161  PID         -  FY4161
 FY4161  STATE/COUNTY-  NC/ROCKINGHAM
 FY4161  USGS QUAD   -  REIDSVILLE (1994)
 FY4161
 FY4161                         *CURRENT SURVEY CONTROL
 FY4161  ___________________________________________________________________
 FY4161* NAD 83(2001)-  36 18 03.49038(N)    079 38 28.28967(W)     ADJUSTED  
 FY4161* NAVD 88     -       210.6    (meters)     691.     (feet)  VERTCON   
 FY4161  ___________________________________________________________________
 FY4161  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 FY4161  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FY4161  HORZ ORDER  -  SECOND
 FY4161
 FY4161.The horizontal coordinates were established by classical geodetic methods
 FY4161.and adjusted by the National Geodetic Survey in August 2005.
 FY4161
 FY4161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4161
 FY4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4161
 FY4161.The geoid height was determined by GEOID03.
 FY4161
 FY4161;                    North         East     Units Scale Factor Converg.
 FY4161;SPC NC       -   283,182.725   552,007.573   MT  1.00004025   -0 22 12.3
 FY4161;SPC NC       -   929,075.32  1,811,044.85   sFT  1.00004025   -0 22 12.3
 FY4161;UTM  17      - 4,018,187.787   622,002.597   MT  0.99978339   +0 48 16.4
 FY4161
 FY4161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4161!SPC NC       -   0.99997190  x   1.00004025  =   1.00001214
 FY4161!UTM  17      -   0.99997190  x   0.99978339  =   0.99975529
 FY4161
 FY4161                          SUPERSEDED SURVEY CONTROL
 FY4161
 FY4161  NAD 83(1993)-  36 18 03.49346(N)    079 38 28.29448(W) AD(       ) 2
 FY4161  NAD 83(1986)-  36 18 03.49606(N)    079 38 28.29572(W) AD(       ) 2
 FY4161  NGVD 29 (01/17/91)  210.8    (m)          692.     (f) VERT ANG    3  
 FY4161
 FY4161.Superseded values are not recommended for survey control.
 FY4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4161.See file dsdata.txt to determine how the superseded data were derived.
 FY4161
 FY4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2200318188(NAD 83)
 FY4161_MARKER: DE = TRAVERSE STATION DISK
 FY4161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4161_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY4161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4161+STABILITY: SURFACE MOTION
 FY4161
 FY4161  HISTORY     - Date     Condition        Report By
 FY4161  HISTORY     - 1979     MONUMENTED       NCGS
 FY4161  HISTORY     - 1988     GOOD             USPSQD
 FY4161
 FY4161                          STATION DESCRIPTION
 FY4161
 FY4161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 FY4161'THE STATION IS LOCATED APPROXIMATELY 4.2 MILES SOUTH-SOUTHEAST OF
 FY4161'REIDSVILLE.
 FY4161'
 FY4161'TO REACH THE STATION FROM THE US 29 BYPASS UNDERPASS OF NC 87,
 FY4161'SOUTHEAST OF REIDSVILLE, PROCEED SOUTHERLY ALONG US 29 BYPASS FOR 1.85
 FY4161'MILES TO STATION IN THE MEDIAN AT THE DRAINAGE CATCH BASIN AND
 FY4161'0.95 MILE NORTH OF THE UNDERPASS OF SR 2600.
 FY4161'
 FY4161'STATION MARK IS A STANDARD DISK STAMPED---BY 1979---SET IN THE TOP OF
 FY4161'A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE.
 FY4161'THE MARK IS 22.5 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANES,
 FY4161'45.8 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 9.9 FEET
 FY4161'EAST OF THE CENTER OF THE NORTH END OF A CONCRETE SPILLWAY AND
 FY4161'25.4 FEET NORTH-NORTHEAST OF THE CENTER OF A METAL DRAINAGE COVER.
 FY4161
 FY4161                          STATION RECOVERY (1988)
 FY4161
 FY4161'RECOVERY NOTE BY US POWER SQUADRON 1988 (WBW)
 FY4161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0393 ***********************************************************************
 EX0393  DESIGNATION -  BY 01
 EX0393  PID         -  EX0393
 EX0393  STATE/COUNTY-  NC/DARE
 EX0393  USGS QUAD   -  HATTERAS (1987)
 EX0393
 EX0393                         *CURRENT SURVEY CONTROL
 EX0393  ___________________________________________________________________
 EX0393* NAD 83(2001)-  35 13 31.46440(N)    075 38 14.34097(W)     ADJUSTED  
 EX0393* NAVD 88     -        14.3    (meters)      47.     (feet)  VERTCON   
 EX0393  ___________________________________________________________________
 EX0393  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 EX0393  GEOID HEIGHT-         -38.65  (meters)                     GEOID03
 EX0393  HORZ ORDER  -  THIRD
 EX0393
 EX0393.The horizontal coordinates were established by classical geodetic methods
 EX0393.and adjusted by the National Geodetic Survey in August 2005.
 EX0393
 EX0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0393
 EX0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0393
 EX0393.The geoid height was determined by GEOID03.
 EX0393
 EX0393;                    North         East     Units Scale Factor Converg.
 EX0393;SPC NC       -   168,850.523   915,632.713   MT  0.99987270   +1 56 27.0
 EX0393;SPC NC       -   553,970.42  3,004,038.33   sFT  0.99987270   +1 56 27.0
 EX0393;UTM  18      - 3,898,226.338   442,003.303   MT  0.99964145   -0 22 03.4
 EX0393
 EX0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0393!SPC NC       -   1.00000383  x   0.99987270  =   0.99987653
 EX0393!UTM  18      -   1.00000383  x   0.99964145  =   0.99964527
 EX0393
 EX0393:                Primary Azimuth Mark                     Grid Az
 EX0393:SPC NC       -  UNIDENTIFIED B MIT TANK 1                056 06 15.2
 EX0393:UTM  18      -  UNIDENTIFIED B MIT TANK 1                058 24 45.6
 EX0393
 EX0393|---------------------------------------------------------------------|
 EX0393| PID    Reference Object                     Distance      Geod. Az  |
 EX0393|                                                           dddmmss.s |
 EX0393| EX0371 UNIDENTIFIED B MIT TANK 1           APPROX. 1.7 KM 0580242.2 |
 EX0393| EX0394 BY 02                               APPROX. 2.9 KM 2503829.4 |
 EX0393| EX0395 HATTERAS W TANK                     APPROX. 3.8 KM 2555414.5 |
 EX0393|---------------------------------------------------------------------|
 EX0393
 EX0393                          SUPERSEDED SURVEY CONTROL
 EX0393
 EX0393  NAD 83(1986)-  35 13 31.47320(N)    075 38 14.34615(W) AD(       ) 3
 EX0393  NAD 27      -  35 13 30.84002(N)    075 38 15.78012(W) AD(       ) 3
 EX0393  NGVD 29 (07/19/86)   14.6    (m)           48.     (f) VERT ANG    3  
 EX0393
 EX0393.Superseded values are not recommended for survey control.
 EX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0393.See file dsdata.txt to determine how the superseded data were derived.
 EX0393
 EX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD4200398226(NAD 83)
 EX0393_MARKER: A = ALUMINUM MARKER
 EX0393_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EX0393_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EX0393_STAMPING: BY 01
 EX0393_MARK LOGO: NOS   
 EX0393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EX0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0393
 EX0393  HISTORY     - Date     Condition        Report By
 EX0393  HISTORY     - 1978     MONUMENTED       NOS
 EX0393
 EX0393                          STATION DESCRIPTION
 EX0393
 EX0393'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0393'THE STATION IS LOCATED ABOUT 6.6 MILES SOUTHWEST OF THE
 EX0393'TOWN OF BUXTON AND 3.5 MILES EAST NORTHEAST OF THE TOWN
 EX0393'OF HATTERAS.
 EX0393'
 EX0393'THE STATION IS AN ALUMINUM NOS DISK STAMPED---BY 01---,
 EX0393'AND SECURED TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH
 EX0393'IS DRIVEN INTO THE GROUND.  THE STATION IS FLUSH WITH THE
 EX0393'EXISTING GROUND.  STATION IS 0.30 MILES SOUTHWEST OF
 EX0393'HIGHWAY 12 , APPROXIMATELY 100 FEET SOUTHWEST OF THE
 EX0393'NORTHWEST END OF A LARGE PUBLIC WOOD PIER.
 EX0393'
 EX0393'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0394 ***********************************************************************
 EX0394  DESIGNATION -  BY 02
 EX0394  PID         -  EX0394
 EX0394  STATE/COUNTY-  NC/DARE
 EX0394  USGS QUAD   -  HATTERAS (1987)
 EX0394
 EX0394                         *CURRENT SURVEY CONTROL
 EX0394  ___________________________________________________________________
 EX0394* NAD 83(2001)-  35 12 59.97218(N)    075 40 03.51643(W)     ADJUSTED  
 EX0394* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 EX0394  ___________________________________________________________________
 EX0394  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EX0394  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 EX0394  HORZ ORDER  -  THIRD
 EX0394
 EX0394.The horizontal coordinates were established by classical geodetic methods
 EX0394.and adjusted by the National Geodetic Survey in August 2005.
 EX0394
 EX0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0394
 EX0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0394
 EX0394.The geoid height was determined by GEOID03.
 EX0394
 EX0394;                    North         East     Units Scale Factor Converg.
 EX0394;SPC NC       -   167,787.598   912,906.364   MT  0.99987278   +1 55 24.0
 EX0394;SPC NC       -   550,483.14  2,995,093.63   sFT  0.99987278   +1 55 24.0
 EX0394;UTM  18      - 3,897,274.307   439,236.987   MT  0.99964550   -0 23 06.1
 EX0394
 EX0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0394!SPC NC       -   1.00000483  x   0.99987278  =   0.99987761
 EX0394!UTM  18      -   1.00000483  x   0.99964550  =   0.99965033
 EX0394
 EX0394:                Primary Azimuth Mark                     Grid Az
 EX0394:SPC NC       -  UNIDENTIFIED B MIT TANK 1                064 06 13.5
 EX0394:UTM  18      -  UNIDENTIFIED B MIT TANK 1                066 24 43.6
 EX0394
 EX0394|---------------------------------------------------------------------|
 EX0394| PID    Reference Object                     Distance      Geod. Az  |
 EX0394|                                                           dddmmss.s |
 EX0394| EX0371 UNIDENTIFIED B MIT TANK 1           APPROX. 4.6 KM 0660137.5 |
 EX0394| EX0393 BY 01                               APPROX. 2.9 KM 0703726.4 |
 EX0394| EX0395 HATTERAS W TANK                     APPROX. 0.9 KM 2724641.8 |
 EX0394| EX0397 HATTERAS STORM FLAG TWR             APPROX. 2.1 KM 2812943.9 |
 EX0394|---------------------------------------------------------------------|
 EX0394
 EX0394                          SUPERSEDED SURVEY CONTROL
 EX0394
 EX0394  NAD 83(1986)-  35 12 59.98117(N)    075 40 03.52116(W) AD(       ) 3
 EX0394  NAD 27      -  35 12 59.34786(N)    075 40 04.95086(W) AD(       ) 3
 EX0394  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG    3  
 EX0394
 EX0394.Superseded values are not recommended for survey control.
 EX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0394.See file dsdata.txt to determine how the superseded data were derived.
 EX0394
 EX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3923797274(NAD 83)
 EX0394_MARKER: A = ALUMINUM MARKER
 EX0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EX0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EX0394_STAMPING: BY 02
 EX0394_MARK LOGO: NOS   
 EX0394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EX0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0394
 EX0394  HISTORY     - Date     Condition        Report By
 EX0394  HISTORY     - 1978     MONUMENTED       NOS
 EX0394  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 EX0394
 EX0394                          STATION DESCRIPTION
 EX0394
 EX0394'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0394'STATION IS LOCATED APPROXIMATELY 8.4 MILES SOUTHWEST OF THE
 EX0394'TOWN OF BUXTON AND APPROXIMATELY 1.6 MILES EAST NORTHEAST
 EX0394'OF THE TOWN OF HATTERAS.
 EX0394'
 EX0394'A FOUR WHEEL DRIVE VEHICLE IS RECOMMENDED FOR GETTING TO THE
 EX0394'STATION.  THE STATION IS ON TOP OF THE HIGHEST DUNE ON THE
 EX0394'HIGH MAIN DUNE LINE.  THIS AREA IS SUBJECT TO EROSION BY THE
 EX0394'HEAVY WINDS AND RAIN PREVELANT IN THIS AREA.
 EX0394'
 EX0394'STATION IS AN ALUMINUM NOS DISK STAMPED---BY 02---, AND SECURED
 EX0394'TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE
 EX0394'GROUND.  STATION IS FLUSH WITH THE EXISTING GROUND.
 EX0394'
 EX0394'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS.
 EX0394
 EX0394                          STATION RECOVERY (2003)
 EX0394
 EX0394'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EX0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0398 ***********************************************************************
 EX0398  DESIGNATION -  BY 03
 EX0398  PID         -  EX0398
 EX0398  STATE/COUNTY-  NC/DARE
 EX0398  USGS QUAD   -  HATTERAS (1987)
 EX0398
 EX0398                         *CURRENT SURVEY CONTROL
 EX0398  ___________________________________________________________________
 EX0398* NAD 83(2001)-  35 12 21.47729(N)    075 42 04.13412(W)     ADJUSTED  
 EX0398* NAVD 88     -        10.5    (meters)      34.     (feet)  VERTCON   
 EX0398  ___________________________________________________________________
 EX0398  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 EX0398  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 EX0398  HORZ ORDER  -  THIRD
 EX0398
 EX0398.The horizontal coordinates were established by classical geodetic methods
 EX0398.and adjusted by the National Geodetic Survey in August 2005.
 EX0398
 EX0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0398
 EX0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0398
 EX0398.The geoid height was determined by GEOID03.
 EX0398
 EX0398;                    North         East     Units Scale Factor Converg.
 EX0398;SPC NC       -   166,500.217   909,897.345   MT  0.99987291   +1 54 14.4
 EX0398;SPC NC       -   546,259.46  2,985,221.54   sFT  0.99987291   +1 54 14.4
 EX0398;UTM  18      - 3,896,109.426   436,179.248   MT  0.99965020   -0 24 15.3
 EX0398
 EX0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0398!SPC NC       -   1.00000442  x   0.99987291  =   0.99987733
 EX0398!UTM  18      -   1.00000442  x   0.99965020  =   0.99965462
 EX0398
 EX0398:                Primary Azimuth Mark                     Grid Az
 EX0398:SPC NC       -  HATTERAS STORM FLAG TWR                  029 34 50.4
 EX0398:UTM  18      -  HATTERAS STORM FLAG TWR                  031 53 20.1
 EX0398
 EX0398|---------------------------------------------------------------------|
 EX0398| PID    Reference Object                     Distance      Geod. Az  |
 EX0398|                                                           dddmmss.s |
 EX0398| EX0397 HATTERAS STORM FLAG TWR             APPROX. 1.9 KM 0312904.8 |
 EX0398| EX0396 BY 03 A                             APPROX. 1.1 KM 0701914.8 |
 EX0398| EX0390 MP 54.5                             141.951 METERS 28013     |
 EX0398|---------------------------------------------------------------------|
 EX0398
 EX0398                          SUPERSEDED SURVEY CONTROL
 EX0398
 EX0398  NAD 83(1986)-  35 12 21.48662(N)    075 42 04.13789(W) AD(       ) 3
 EX0398  NAD 27      -  35 12 20.85460(N)    075 42 05.56291(W) AD(       ) 3
 EX0398  NGVD 29 (07/19/86)   10.8    (m)           35.     (f) VERT ANG    3  
 EX0398
 EX0398.Superseded values are not recommended for survey control.
 EX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0398.See file dsdata.txt to determine how the superseded data were derived.
 EX0398
 EX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3617996109(NAD 83)
 EX0398_MARKER: A = ALUMINUM MARKER
 EX0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EX0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EX0398_STAMPING: BY 03
 EX0398_MARK LOGO: NOS   
 EX0398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EX0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0398
 EX0398  HISTORY     - Date     Condition        Report By
 EX0398  HISTORY     - 1978     MONUMENTED       NOS
 EX0398  HISTORY     - 20030821 MARK NOT FOUND   USPSQD
 EX0398
 EX0398                          STATION DESCRIPTION
 EX0398
 EX0398'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0398'STATION IS LOCATED AT THE TOWN OF HATTERAS APPROXIMATELY
 EX0398'500 METERS SOUTHEAST OF THE HATTERAS INLET COAST GUARD
 EX0398'LIFESAVING STATION APPROXIMATELY 500 FEET SOUTH SOUTHEAST
 EX0398'OF HIGHWAY 12, 200 FEET SOUTHWEST OF A MOBILE HOME
 EX0398'TRAILER ON THE TOP OF THE HIGHEST DUNE IN THE GENERAL AREA.
 EX0398'
 EX0398'STATION IS AN ALUMINUM NOS DISK STAMPED---BY 03---, AND SECURED
 EX0398'TO THE TOP AF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN INTO
 EX0398'THE GROUND.  THE STATION IS FLUSH WITH THE EXISTING GROUND.
 EX0398'
 EX0398'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS.
 EX0398
 EX0398                          STATION RECOVERY (2003)
 EX0398
 EX0398'RECOVERY NOTE BY US POWER SQUADRON 2003
 EX0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0396 ***********************************************************************
 EX0396  DESIGNATION -  BY 03 A
 EX0396  PID         -  EX0396
 EX0396  STATE/COUNTY-  NC/DARE
 EX0396  USGS QUAD   -  HATTERAS (1987)
 EX0396
 EX0396                         *CURRENT SURVEY CONTROL
 EX0396  ___________________________________________________________________
 EX0396* NAD 83(2001)-  35 12 33.82709(N)    075 41 22.05347(W)     ADJUSTED  
 EX0396* NAVD 88     -         7.9    (meters)      26.     (feet)  VERTCON   
 EX0396  ___________________________________________________________________
 EX0396  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 EX0396  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 EX0396  HORZ ORDER  -  THIRD
 EX0396
 EX0396.The horizontal coordinates were established by classical geodetic methods
 EX0396.and adjusted by the National Geodetic Survey in August 2005.
 EX0396
 EX0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0396
 EX0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0396
 EX0396.The geoid height was determined by GEOID03.
 EX0396
 EX0396;                    North         East     Units Scale Factor Converg.
 EX0396;SPC NC       -   166,915.974   910,948.325   MT  0.99987286   +1 54 38.7
 EX0396;SPC NC       -   547,623.49  2,988,669.63   sFT  0.99987286   +1 54 38.7
 EX0396;UTM  18      - 3,896,482.433   437,245.881   MT  0.99964853   -0 23 51.1
 EX0396
 EX0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0396!SPC NC       -   1.00000483  x   0.99987286  =   0.99987769
 EX0396!UTM  18      -   1.00000483  x   0.99964853  =   0.99965335
 EX0396
 EX0396:                Primary Azimuth Mark                     Grid Az
 EX0396:SPC NC       -  HATTERAS W TANK                          049 26 20.5
 EX0396:UTM  18      -  HATTERAS W TANK                          051 44 50.3
 EX0396
 EX0396|---------------------------------------------------------------------|
 EX0396| PID    Reference Object                     Distance      Geod. Az  |
 EX0396|                                                           dddmmss.s |
 EX0396| EX0395 HATTERAS W TANK                     APPROX. 1.4 KM 0512059.2 |
 EX0396| EX0394 BY 02                               APPROX. 2.1 KM 0675452.0 |
 EX0396| EX0397 HATTERAS STORM FLAG TWR             APPROX. 1.2 KM 3561454.7 |
 EX0396|---------------------------------------------------------------------|
 EX0396
 EX0396                          SUPERSEDED SURVEY CONTROL
 EX0396
 EX0396  NAD 83(1986)-  35 12 33.83626(N)    075 41 22.05770(W) AD(       ) 3
 EX0396  NAD 27      -  35 12 33.20345(N)    075 41 23.48487(W) AD(       ) 3
 EX0396  NGVD 29 (07/19/86)    8.2    (m)           27.     (f) VERT ANG    3  
 EX0396
 EX0396.Superseded values are not recommended for survey control.
 EX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0396.See file dsdata.txt to determine how the superseded data were derived.
 EX0396
 EX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3724696482(NAD 83)
 EX0396_MARKER: A = ALUMINUM MARKER
 EX0396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EX0396_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EX0396_STAMPING: BY 03A
 EX0396_MARK LOGO: NOS   
 EX0396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EX0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0396
 EX0396  HISTORY     - Date     Condition        Report By
 EX0396  HISTORY     - 1978     MONUMENTED       NOS
 EX0396
 EX0396                          STATION DESCRIPTION
 EX0396
 EX0396'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0396'STATION IS LOCATED APPROXIMATELY 9.4 MILES SOUTHWEST OF
 EX0396'THE TOWN OF BUXTON AND 0.3 MILES EAST NORTHEAST OF THE TOWN
 EX0396'OF HATTERAS ALONG THE HIGH MAIN DUNE LINE WHICH RUNS ALONG
 EX0396'THE SOUTH SOUTHEASTERLY SIDE OF THE LAND.  THE STATION IS
 EX0396'LOCATED ON THE HIGHEST DUNE IN THE GENERAL AREA.  THIS AREA
 EX0396'IS DEVOID OF NATURAL OR MAN MADE OBJECTS WITH WHICH TO TIE
 EX0396'THE STATION.  THIS AREA IS SUBJECT TO HEAVY SAND EROSION
 EX0396'DUE TO THE HEAVY WINDS AND RAIN PREVELANT IN THIS AREA.  A FOUR
 EX0396'WHEEL DRIVE VEHICLE IS NEEDED.
 EX0396'
 EX0396'STATION IS AN ALUMINUM NOS DISK STAMPED---BY 03A---, AND SECURED
 EX0396'TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE
 EX0396'GROUND.  STATION IS FLUSH WITH THE EXISTING GROUND.
 EX0396'
 EX0396'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3995 ***********************************************************************
 FB3995  DESIGNATION -  BYBUS
 FB3995  PID         -  FB3995
 FB3995  STATE/COUNTY-  NC/CHEROKEE
 FB3995  USGS QUAD   -  ANDREWS (1990)
 FB3995
 FB3995                         *CURRENT SURVEY CONTROL
 FB3995  ___________________________________________________________________
 FB3995* NAD 83(2001)-  35 12 10.91111(N)    083 50 28.79081(W)     ADJUSTED  
 FB3995* NAVD 88     -       527.079  (meters)    1729.26   (feet)  ADJUSTED  
 FB3995  ___________________________________________________________________
 FB3995  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FB3995  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FB3995  DYNAMIC HT  -         526.535 (meters)    1727.47  (feet)  COMP
 FB3995  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 FB3995
 FB3995  HORZ ORDER  -  SECOND
 FB3995  VERT ORDER  -  SECOND    CLASS II
 FB3995
 FB3995.The horizontal coordinates were established by classical geodetic methods
 FB3995.and adjusted by the National Geodetic Survey in August 2005.
 FB3995
 FB3995.The orthometric height was determined by differential leveling
 FB3995.and adjusted in May 1995.
 FB3995
 FB3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3995
 FB3995.The geoid height was determined by GEOID03.
 FB3995
 FB3995.The dynamic height is computed by dividing the NAVD 88
 FB3995.geopotential number by the normal gravity value computed on the
 FB3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3995.degrees latitude (g = 980.6199 gals.).
 FB3995
 FB3995.The modeled gravity was interpolated from observed gravity values.
 FB3995
 FB3995;                    North         East     Units Scale Factor Converg.
 FB3995;SPC NC       -   171,931.347   168,970.157   MT  0.99987295   -2 47 39.4
 FB3995;SPC NC       -   564,078.09    554,362.92   sFT  0.99987295   -2 47 39.4
 FB3995;UTM  17      - 3,899,257.976   241,330.076   MT  1.00042469   -1 38 19.9
 FB3995
 FB3995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3995!SPC NC       -   0.99992173  x   0.99987295  =   0.99979469
 FB3995!UTM  17      -   0.99992173  x   1.00042469  =   1.00034639
 FB3995
 FB3995                          SUPERSEDED SURVEY CONTROL
 FB3995
 FB3995  NAD 83(1986)-  35 12 10.91940(N)    083 50 28.79984(W) AD(       ) 2
 FB3995  NGVD 29 (07/29/98)  527.11   (m)         1729.4    (f) LEVELING    3  
 FB3995
 FB3995.Superseded values are not recommended for survey control.
 FB3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3995.See file dsdata.txt to determine how the superseded data were derived.
 FB3995
 FB3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4133099258(NAD 83)
 FB3995_MARKER: DE = TRAVERSE STATION DISK
 FB3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3995_SP_SET: CONCRETE POST
 FB3995_STAMPING: BYBUS 1987
 FB3995_MARK LOGO: NCGS  
 FB3995_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3995+STABILITY: SURFACE MOTION
 FB3995
 FB3995  HISTORY     - Date     Condition        Report By
 FB3995  HISTORY     - 1987     MONUMENTED       NCGS
 FB3995
 FB3995                          STATION DESCRIPTION
 FB3995
 FB3995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FB3995'STATION IS LOCATED IN WEST ANDREWS.  IN THE MEDIAN OF US 19-129, ON
 FB3995'THE NORTHEAST SIDE OF US 19-129-BUSINESS (SECOND STREET).  STATION IS
 FB3995'A STANDARD NCGS DISK STAMPED---BYBUS 1987---, SET INTO THE TOP OF A
 FB3995'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FB3995'7.74 M (25.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF NORTH BOUND
 FB3995'LANES, 11.98 M (39.3 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF SOUTH
 FB3995'BOUND LANES, 32.0 M (105.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 FB3995'INTERSECTION, 8.9 M (29.2 FT) NORTHEAST FROM A METAL TRAFFIC SIGN
 FB3995'POST, AND 40.02 M (131.3 FT) SOUTHWEST FROM A DRAINAGE GRATE.
 FB3995'STATION IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3555 ***********************************************************************
 FY3555  DESIGNATION -  BYERLY
 FY3555  PID         -  FY3555
 FY3555  STATE/COUNTY-  NC/GUILFORD
 FY3555  USGS QUAD   -  GREENSBORO (1994)
 FY3555
 FY3555                         *CURRENT SURVEY CONTROL
 FY3555  ___________________________________________________________________
 FY3555* NAD 83(2001)-  36 00 05.48331(N)    079 51 34.59616(W)     ADJUSTED  
 FY3555* NAVD 88     -       248.5    (meters)     815.     (feet)  VERTCON   
 FY3555  ___________________________________________________________________
 FY3555  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 FY3555  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 FY3555  HORZ ORDER  -  SECOND
 FY3555
 FY3555.The horizontal coordinates were established by classical geodetic methods
 FY3555.and adjusted by the National Geodetic Survey in August 2005.
 FY3555
 FY3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3555
 FY3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3555
 FY3555.The geoid height was determined by GEOID03.
 FY3555
 FY3555;                    North         East     Units Scale Factor Converg.
 FY3555;SPC NC       -   250,105.262   532,101.315   MT  0.99995809   -0 29 46.1
 FY3555;SPC NC       -   820,553.68  1,745,735.73   sFT  0.99995809   -0 29 46.1
 FY3555;UTM  17      - 3,984,718.677   602,780.775   MT  0.99973017   +0 40 13.4
 FY3555
 FY3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3555!SPC NC       -   0.99996584  x   0.99995809  =   0.99992393
 FY3555!UTM  17      -   0.99996584  x   0.99973017  =   0.99969602
 FY3555
 FY3555:                Primary Azimuth Mark                     Grid Az
 FY3555:SPC NC       -  SATAN                                    060 23 38.8
 FY3555:UTM  17      -  SATAN                                    059 13 39.3
 FY3555
 FY3555|---------------------------------------------------------------------|
 FY3555| PID    Reference Object                     Distance      Geod. Az  |
 FY3555|                                                           dddmmss.s |
 FY3555| FY3620 SATAN                               APPROX. 2.1 KM 0595352.7 |
 FY3555|---------------------------------------------------------------------|
 FY3555
 FY3555                          SUPERSEDED SURVEY CONTROL
 FY3555
 FY3555  NAD 83(1993)-  36 00 05.48845(N)    079 51 34.60179(W) AD(       ) 2
 FY3555  NAD 83(1986)-  36 00 05.48845(N)    079 51 34.60183(W) AD(       ) 2
 FY3555  NAD 27      -  36 00 05.00129(N)    079 51 35.48253(W) AD(       ) 2
 FY3555  NGVD 29 (07/19/86)  248.7    (m)          816.     (f) VERT ANG    3  
 FY3555
 FY3555.Superseded values are not recommended for survey control.
 FY3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3555.See file dsdata.txt to determine how the superseded data were derived.
 FY3555
 FY3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0278184719(NAD 83)
 FY3555_MARKER: DE = TRAVERSE STATION DISK
 FY3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3555_STAMPING: BYERLY 1963
 FY3555_MARK LOGO: NCGS  
 FY3555_PROJECTION: FLUSH
 FY3555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FY3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3555+STABILITY: SURFACE MOTION
 FY3555
 FY3555  HISTORY     - Date     Condition        Report By
 FY3555  HISTORY     - 1963     MONUMENTED       NCGS
 FY3555  HISTORY     - 19880209 SEE DESCRIPTION  NCGS
 FY3555  HISTORY     - 20040912 MARK NOT FOUND   USPSQD
 FY3555
 FY3555                          STATION DESCRIPTION
 FY3555
 FY3555'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3555'BYERLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN GREENSBORO,
 FY3555'NORTH CAROLINA.  STATION IS 6.2 MILES SW OF GREENSBORO, LOCATED
 FY3555'1.6 MILES SW ALONG I 85 FROM BRIDGE ON PINECROFT RD., 0.4 MILES
 FY3555'NE OF BRIDGE ON GROOMTOWN-SEDGEFIELD RD. OVER I 85, 0.15 MILES
 FY3555'NW OF BYERLY ANTIQUE SHOP, ON NW SIDE OF I 85 ON S SIDE
 FY3555'OF ACCESS ROAD ON TOP OF DITCH BANK OF I 85.
 FY3555'
 FY3555'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3555'BYERLY 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3555'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3555'
 FY3555'MARK IS
 FY3555'
 FY3555'73.6 FT NW OF C/L OF S BOUND LANE OF I 85
 FY3555'
 FY3555'77.0 FT SE OF C/L OF ACCESS ROAD
 FY3555'
 FY3555'110.9 FT NE OF 3 LEAD NAILS IN PP 5
 FY3555'
 FY3555'115.4 FT NE OF 3 LEAD NAILS IN TWIN OAK ACROSS ACCESS ROAD
 FY3555'
 FY3555'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3555
 FY3555                          STATION RECOVERY (1988)
 FY3555
 FY3555'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 FY3555'PROBABLY DESTROYED, I-85 WIDENED AND GRADING DONE IN AREA.
 FY3555
 FY3555                          STATION RECOVERY (2004)
 FY3555
 FY3555'RECOVERY NOTE BY US POWER SQUADRON 2004 (GPS)
 FY3555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2753 ***********************************************************************
 FA2753  DESIGNATION -  BYERS
 FA2753  PID         -  FA2753
 FA2753  STATE/COUNTY-  NC/IREDELL
 FA2753  USGS QUAD   -  MOORESVILLE (1993)
 FA2753
 FA2753                         *CURRENT SURVEY CONTROL
 FA2753  ___________________________________________________________________
 FA2753* NAD 83(2001)-  35 36 05.11730(N)    080 51 35.56211(W)     ADJUSTED  
 FA2753* NAVD 88     -       255.3    (meters)     838.     (feet)  VERTCON   
 FA2753  ___________________________________________________________________
 FA2753  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 FA2753  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 FA2753  HORZ ORDER  -  SECOND
 FA2753
 FA2753.The horizontal coordinates were established by classical geodetic methods
 FA2753.and adjusted by the National Geodetic Survey in August 2005.
 FA2753
 FA2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2753
 FA2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2753
 FA2753.The geoid height was determined by GEOID03.
 FA2753
 FA2753;                    North         East     Units Scale Factor Converg.
 FA2753;SPC NC       -   206,958.390   441,096.171   MT  0.99989116   -1 04 24.5
 FA2753;SPC NC       -   678,995.98  1,447,163.02   sFT  0.99989116   -1 04 24.5
 FA2753;UTM  17      - 3,939,750.773   512,692.075   MT  0.99960199   +0 04 53.7
 FA2753
 FA2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2753!SPC NC       -   0.99996487  x   0.99989116  =   0.99985603
 FA2753!UTM  17      -   0.99996487  x   0.99960199  =   0.99956687
 FA2753
 FA2753:                Primary Azimuth Mark                     Grid Az
 FA2753:SPC NC       -  SLOPE                                    011 48 19.0
 FA2753:UTM  17      -  SLOPE                                    010 39 00.8
 FA2753
 FA2753|---------------------------------------------------------------------|
 FA2753| PID    Reference Object                     Distance      Geod. Az  |
 FA2753|                                                           dddmmss.s |
 FA2753| FA2748 SLOPE                               APPROX. 1.6 KM 0104354.5 |
 FA2753|---------------------------------------------------------------------|
 FA2753
 FA2753                          SUPERSEDED SURVEY CONTROL
 FA2753
 FA2753  NAD 83(1986)-  35 36 05.13006(N)    080 51 35.56886(W) AD(       ) 2
 FA2753  NAD 27      -  35 36 04.64314(N)    080 51 36.32292(W) AD(       ) 2
 FA2753  NGVD 29 (07/19/86)  255.5    (m)          838.     (f) VERT ANG    3  
 FA2753
 FA2753.Superseded values are not recommended for survey control.
 FA2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2753.See file dsdata.txt to determine how the superseded data were derived.
 FA2753
 FA2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1269239751(NAD 83)
 FA2753_MARKER: DE = TRAVERSE STATION DISK
 FA2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2753_STAMPING: BYERS 1974
 FA2753_MARK LOGO: NCGS  
 FA2753_PROJECTION: FLUSH
 FA2753_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2753+STABILITY: SURFACE MOTION
 FA2753
 FA2753  HISTORY     - Date     Condition        Report By
 FA2753  HISTORY     - 1974     MONUMENTED       NCGS
 FA2753  HISTORY     - 19860101 GOOD             NCGS
 FA2753
 FA2753                          STATION DESCRIPTION
 FA2753
 FA2753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FA2753'BYERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2753'VICINITY OF MOORESVILLE, NORTH CAROLINA.
 FA2753'
 FA2753'BYERS IS LOCATED APPROXIMATELY 3.1 MILES NW OF MOORESVILLE, AND
 FA2753'7.0 MILES SSE OF TROUTMAN.  TO REACH STATION FROM I-77 UNDERPASS OF
 FA2753'NC 150 WNW OF MOORESVILLE, PROCEED NORTH ALONG I-77 FOR 0.5 MILE
 FA2753'TO STATION ON LEFT.  1.65 MILES SOUTH OF SR 1302 OVERPASS, AND ON
 FA2753'SOUTH SIDE OF CONCRETE SPILLWAY ON NORTH END OF CUT.
 FA2753'
 FA2753'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BYERS
 FA2753'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA2753'PROJECTING 3 INCHES ABOVE THE GROUND.
 FA2753'
 FA2753'MARK IS 49.2 FT WNW OF C/L OF I-77 SOUTH BOUND LANE.
 FA2753'
 FA2753'50.0 FT NE OF 18 IN BEECH WITH ALUMINUM REF. TAG.
 FA2753'
 FA2753'59.7 FT SW OF SOUTH END OF GUARD RAIL ON WEST SIDE OF I-77 SOUTH
 FA2753'BOUND LANE.
 FA2753'
 FA2753'53.9 FT SE OF 18 IN HICKORY WITH ALUMINUM REF. TAG.
 FA2753
 FA2753                          STATION RECOVERY (1986)
 FA2753
 FA2753'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FA2753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1050 ***********************************************************************
 EY1050  DESIGNATION -  BYNUM
 EY1050  PID         -  EY1050
 EY1050  STATE/COUNTY-  NC/GREENE
 EY1050  USGS QUAD   -  FARMVILLE (1981)
 EY1050
 EY1050                         *CURRENT SURVEY CONTROL
 EY1050  ___________________________________________________________________
 EY1050* NAD 83(2001)-  35 32 50.03193(N)    077 36 15.93728(W)     ADJUSTED  
 EY1050* NAVD 88     -        23.281  (meters)      76.38   (feet)  ADJUSTED  
 EY1050  ___________________________________________________________________
 EY1050  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 EY1050  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 EY1050  DYNAMIC HT  -          23.261 (meters)      76.32  (feet)  COMP
 EY1050  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 EY1050
 EY1050  HORZ ORDER  -  SECOND
 EY1050  VERT ORDER  -  SECOND    CLASS I
 EY1050
 EY1050.The horizontal coordinates were established by classical geodetic methods
 EY1050.and adjusted by the National Geodetic Survey in August 2005.
 EY1050
 EY1050.The orthometric height was determined by differential leveling
 EY1050.and adjusted in June 1991.
 EY1050
 EY1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1050
 EY1050.The geoid height was determined by GEOID03.
 EY1050
 EY1050.The dynamic height is computed by dividing the NAVD 88
 EY1050.geopotential number by the normal gravity value computed on the
 EY1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1050.degrees latitude (g = 980.6199 gals.).
 EY1050
 EY1050.The modeled gravity was interpolated from observed gravity values.
 EY1050
 EY1050;                    North         East     Units Scale Factor Converg.
 EY1050;SPC NC       -   200,257.407   736,127.930   MT  0.99988584   +0 48 19.7
 EY1050;SPC NC       -   657,011.18  2,415,113.05   sFT  0.99988584   +0 48 19.7
 EY1050;UTM  18      - 3,936,852.498   263,908.224   MT  1.00028693   -1 30 53.4
 EY1050
 EY1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1050!SPC NC       -   1.00000193  x   0.99988584  =   0.99988777
 EY1050!UTM  18      -   1.00000193  x   1.00028693  =   1.00028886
 EY1050
 EY1050:                Primary Azimuth Mark                     Grid Az
 EY1050:SPC NC       -  FARMVILLE WUNK TV TOWER                  021 38 33.0
 EY1050:UTM  18      -  FARMVILLE WUNK TV TOWER                  023 57 46.1
 EY1050
 EY1050|---------------------------------------------------------------------|
 EY1050| PID    Reference Object                     Distance      Geod. Az  |
 EY1050|                                                           dddmmss.s |
 EY1050| EY2961 FARMVILLE WUNK TV TOWER             APPROX. 0.7 KM 0222652.7 |
 EY1050| EY1051 LEO                                 APPROX. 0.8 KM 1690547.9 |
 EY1050|---------------------------------------------------------------------|
 EY1050
 EY1050                          SUPERSEDED SURVEY CONTROL
 EY1050
 EY1050  NAD 83(1986)-  35 32 50.04084(N)    077 36 15.94687(W) AD(       ) 2
 EY1050  NAD 27      -  35 32 49.45828(N)    077 36 17.04177(W) AD(       ) 2
 EY1050  NGVD 29 (??/??/92)   23.617  (m)           77.48   (f) ADJ UNCH    2 1
 EY1050
 EY1050.Superseded values are not recommended for survey control.
 EY1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1050.See file dsdata.txt to determine how the superseded data were derived.
 EY1050
 EY1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6390836852(NAD 83)
 EY1050_MARKER: DE = TRAVERSE STATION DISK
 EY1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1050_STAMPING: BYNUM 1976
 EY1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1050+STABILITY: SURFACE MOTION
 EY1050
 EY1050  HISTORY     - Date     Condition        Report By
 EY1050  HISTORY     - 1976     MONUMENTED       NCGS
 EY1050  HISTORY     - 1976     GOOD             NCGS
 EY1050  HISTORY     - 19980329 MARK NOT FOUND   USPSQD
 EY1050
 EY1050                          STATION DESCRIPTION
 EY1050
 EY1050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY1050'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES SOUTH-SOUTHWEST OF
 EY1050'FARMVILLE (PITT COUNTY) AND 7.5 MILES NORTH-NORTHEAST OF SNOW HILL.
 EY1050'
 EY1050'TO REACH THE STATION FROM THE JUNCTION OF US 13 AND US 258 IN
 EY1050'NORTHEAST GREENE COUNTY, PROCEED NORTHERLY ALONG US 258 FOR 0.9 MILE
 EY1050'TO STATION ON THE LEFT, 0.15 MILE NORTH OF T INTERSECTION WITH SR 1322
 EY1050'(WEST) AND 0.35 MILE SOUTH OF A ROAD LEADING TO WUNK T.V. TOWER.
 EY1050'
 EY1050'STATION MARK IS A STANDARD DISK STAMPED---BYNUM 1976---, SET IN THE
 EY1050'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 EY1050'MARK IS 38.4 FEET WEST OF THE CENTERLINE OF US 258, 10.5 FEET
 EY1050'NORTHEAST OF AN 18 INCH PINE WITH REFERENCE TAG, 7.2 FEET SOUTHEAST OF
 EY1050'A 14 INCH PINE WITH REFERENCE TAG, 94.5 FEET SOUTH OF A POWER POLE
 EY1050'NO. B-183 WITH GUY WIRE AND REFERENCE TAG.
 EY1050
 EY1050                          STATION RECOVERY (1976)
 EY1050
 EY1050'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1050'3.7 MI SSW FROM FARMVILLE.
 EY1050'TO REACH STATION FROM JUNCTION OF US 13 AND US 258 IN NORTHEAST GREENE
 EY1050'CO., PROCEED NORTH ALONG US 258 FOR 0.9 MILE TO STATION ON LEFT, 0.15
 EY1050'MILE NORTH OF T INTERSECTION WITH SR 1322 (W) AND 0.35 MILE SOUTH OF A
 EY1050'ROAD LEADING EAST TO WUNK T.V. TOWER.  38.4 FT. W OF CENTERLINE OF US
 EY1050'258, 10.5 FT. NE OF AN 18 INCH PINE WITH ALUMINUM REF. TAG, 7.2 FT. SE
 EY1050'OF A 14 INCH PINE WITH ALUMINUM REF. TAG AND 94.5 FT. S OF A POWER
 EY1050'POLE NO. B-183 WITH GUY WIRE AND ALUMINUM REF. TAG. DISK IS SET IN TOP
 EY1050'OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1050
 EY1050                          STATION RECOVERY (1998)
 EY1050
 EY1050'RECOVERY NOTE BY US POWER SQUADRON 1998
 EY1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2988 ***********************************************************************
 EY2988  DESIGNATION -  BYNUMS RESET
 EY2988  PID         -  EY2988
 EY2988  STATE/COUNTY-  NC/WILSON
 EY2988  USGS QUAD   -  SARATOGA (1978)
 EY2988
 EY2988                         *CURRENT SURVEY CONTROL
 EY2988  ___________________________________________________________________
 EY2988* NAD 83(2001)-  35 42 49.64279(N)    077 50 05.87721(W)     ADJUSTED  
 EY2988* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 EY2988  ___________________________________________________________________
 EY2988  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EY2988  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 EY2988  HORZ ORDER  -  FIRST
 EY2988
 EY2988.The horizontal coordinates were established by classical geodetic methods
 EY2988.and adjusted by the National Geodetic Survey in August 2005.
 EY2988
 EY2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2988
 EY2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2988
 EY2988.The geoid height was determined by GEOID03.
 EY2988
 EY2988;                    North         East     Units Scale Factor Converg.
 EY2988;SPC NC       -   218,464.655   715,010.805   MT  0.99990502   +0 40 20.7
 EY2988;SPC NC       -   716,746.12  2,345,831.28   sFT  0.99990502   +0 40 20.7
 EY2988;UTM  18      - 3,955,909.770   243,537.608   MT  1.00041058   -1 39 20.8
 EY2988
 EY2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2988!SPC NC       -   0.99999966  x   0.99990502  =   0.99990468
 EY2988!UTM  18      -   0.99999966  x   1.00041058  =   1.00041024
 EY2988
 EY2988|---------------------------------------------------------------------|
 EY2988| PID    Reference Object                     Distance      Geod. Az  |
 EY2988|                                                           dddmmss.s |
 EY2988| EY4418 BYNUMS RM 1                          28.242 METERS 14111     |
 EY2988| EY4417 BYNUMS AZ MK                                       2214526.9 |
 EY2988| EY4419 BYNUMS RM 2                          36.107 METERS 22941     |
 EY2988|---------------------------------------------------------------------|
 EY2988
 EY2988                          SUPERSEDED SURVEY CONTROL
 EY2988
 EY2988  NAD 83(1986)-  35 42 49.65125(N)    077 50 05.88570(W) AD(       ) 1
 EY2988  NAD 27      -  35 42 49.08080(N)    077 50 06.95380(W) AD(       ) 1
 EY2988  NGVD 29 (07/19/86)   37.5    (m)          123.     (f) VERT ANG    3  
 EY2988
 EY2988.Superseded values are not recommended for survey control.
 EY2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2988.See file dsdata.txt to determine how the superseded data were derived.
 EY2988
 EY2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4353855910(NAD 83)
 EY2988_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2988_STAMPING: BYNUMS 1949 1982
 EY2988_MARK LOGO: NGS   
 EY2988_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2988+STABILITY: SURFACE MOTION
 EY2988
 EY2988  HISTORY     - Date     Condition        Report By
 EY2988  HISTORY     - 1982     MONUMENTED       NGS
 EY2988
 EY2988                          STATION DESCRIPTION
 EY2988
 EY2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 EY2988'THE STATION SURFACE MARK WAS NOT FOUND.  HOWEVER, THE UNDERGROUND
 EY2988'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS AND
 EY2988'AZIMUTH MARK WERE ALSO RECOVERED.  THE DISTANCES AND DIRECTIONS TO THE
 EY2988'REFERENCE MARKS CHECKED THE 1949 DESCRIPTION.  THE AZIMUTH MARK IS
 EY2988'OBSTRUCTED BY A UTILITY POLE IN THE YARD OF WILEY J BARNETTE NORTH
 EY2988'CAROLINA GEODETIC SURVEY STATION CULLEN 1967 WAS ALSO RECOVERED IN
 EY2988'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 EY2988'LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF WILSON, 1-3/4 MILES NORTH
 EY2988'OF U.S HIGHWAY 264 AND ON PROPERTY OWNED BY E.K WRIGHT, BROAD STREET,
 EY2988'WILSON, N.C.  TO REACH THE STATION FROM THE INTERSECTION OF U.S
 EY2988'HIGHWAY 301 AND STATE ROUTE 42 ABOUT 2 MILES (3.2 KM) EAST OF WILSON,
 EY2988'GO EAST ON STATE 42 FOR 1.8 MILES (2.9 KM) TO SR 1502, TURN RIGHT AND
 EY2988'GO SOUTHEAST ON SR 1502 FOR 1.5 MILES (2.4 KM) TO THE HOME OF MR WILEY
 EY2988'J BARNETTE AND THE STATION ON THE LEFT.
 EY2988' 
 EY2988'THE STATION IS A STANDARD NGS DISK STAMPED--BYNUMS 1949 1982--, SET
 EY2988'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 38 CM IN DIAMETER, FLUSH
 EY2988'WITH GROUND.  THE STATION IS LOCATED 8.93 METERS (29.30 FT) SOUTH
 EY2988'SOUTHEAST FROM THE SOUTHWEST CORNER OF FARM HOUSE, 13.35 METERS (43.80
 EY2988'FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF CONCRETE BLOCK PUMP HOUSE
 EY2988'FOR WELL, 16.08 METERS (52.76 FT) NORTHWEST FROM THE NORTHWEST CORNER
 EY2988'OF OLD SCHOOL WHICH IS NOW A FARM BUILDING, 28.1 METERS (92.2 FT) EAST
 EY2988'NORTHEAST FROM THE CENTERLINE OF SR 1502.
 EY2988' 
 EY2988'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED--BYNUMS NO 1
 EY2988'1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 EY2988'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 5.49 METERS (18.01
 EY2988'FT) WEST FROM THE SOUTHWEST CORNER OF THE OLD SCHOOL WHICH IS NOW A
 EY2988'FARM STORAGE BUILDING, 9.45 METERS (31.00 FT) SOUTH FROM THE
 EY2988'SOUTHWEST-MOST ENTRANCE TO OLD SCHOOL, 31.94 METERS (104.79 FT)
 EY2988'EAST-NORTHEAST FROM THE CENTERLINE OF SR 1502.
 EY2988' 
 EY2988'REFERENCE MARK NO 2, IS A STANDARD CGS DISK STAMPED-- BYNUMS NO 2
 EY2988'1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 EY2988'DIAMETER, PROJECTING 32 CM ABOVE THE GROUND.  THE STATION IS LOCATED
 EY2988'0.85 METER (2.79 FT) SOUTH FROM A POWERLINE POLE WITH A REFERENCE TAG,
 EY2988'7.65 METERS (25.10 FT) WEST FROM THE CENTERLINE OF SR 1502, 14.45
 EY2988'METERS (47.41 FT) SOUTHWEST FROM THE SOUTH END OF A CONCRETE CULVERT
 EY2988'UNDER THE NORTH MOST DRIVE WAY TO FARM HOUSE.
 EY2988' 
 EY2988'STATION MARK CULLEN, IS A STANDARD NCGS DISK STAMPED--CULLEN 1967--,
 EY2988'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 16 CM IN DIAMETER,
 EY2988'RECESSED 10 CM BELOW THE GROUND.  THE STATION IS LOCATED 1.58 METERS
 EY2988'(5.18 FT) SOUTHEAST FROM A POWERLINE POLE WITH A REFERENCE TAG, 5.75
 EY2988'METERS (18.86 FT) WEST SOUTHWEST FROM THE CENTERLINE OF SR 1502, 8.84
 EY2988'METERS (29.00 FT) NORTHEAST FROM THE CENTER OF A 50-INCH OAK TREE,
 EY2988'17.83 METERS (58.50 FT) NORTH FROM A 40-INCH OAK TREE, 14.63 METERS
 EY2988'(48.00 FT) NORTHWEST FROM A 35-INCH OAK TREE, 24.9 METERS (81.7 FT)
 EY2988'NORTH NORTHEAST FROM THE NORTHEAST CORNER OF HOUSE.
 EY2988' 
 EY2988'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK STAMPED--BYNUMS 1949, SET
 EY2988'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER,
 EY2988'PROJECTING 3 CM ABOVE THE GROUND.  THE STATION IS LOCATED 2.13 METERS
 EY2988'(6.99 FT) EAST FROM THE CENTER OF A 28-INCH WILD CHERRY TREE, 3.05
 EY2988'METERS (10.01 FT) EAST FROM A CORNER BY THE JUNCTION OF AN EAST-WEST
 EY2988'AND A NORTH-SOUTH DRAINAGE DITCH, 0.4 METERS (1.3 FT) NORTH FROM A
 EY2988'METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 EY2988'SOUTHEAST ON SR 1502 FOR 0.05 MILE (0.08 KM) TO STATION CULLEN NCGS
 EY2988'1967 ON THE RIGHT.  TURN RIGHT, PASSING TO THE NORTH SIDE OF HOUSE AND
 EY2988'FOLLOW FIELD ROAD SOUTHWEST FOR 0.02 MILE (0.03 KM) TO A FORK IN THE
 EY2988'FIELD ROAD, KEEP THE RIGHT FORK NORTHWEST ON FIELD ROAD FOR 0.05 MILE
 EY2988'(0.08 KM) TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0835 ***********************************************************************
 EB0835  DESIGNATION -  BYPASS
 EB0835  PID         -  EB0835
 EB0835  STATE/COUNTY-  NC/BLADEN
 EB0835  USGS QUAD   -  BLADENBORO (1986)
 EB0835
 EB0835                         *CURRENT SURVEY CONTROL
 EB0835  ___________________________________________________________________
 EB0835* NAD 83(2001)-  34 33 06.19163(N)    078 47 03.35513(W)     ADJUSTED  
 EB0835* NAVD 88     -        38.809  (meters)     127.33   (feet)  ADJUSTED  
 EB0835  ___________________________________________________________________
 EB0835  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 EB0835  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 EB0835  DYNAMIC HT  -          38.771 (meters)     127.20  (feet)  COMP
 EB0835  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 EB0835
 EB0835  HORZ ORDER  -  SECOND
 EB0835  VERT ORDER  -  SECOND    CLASS II
 EB0835
 EB0835.The horizontal coordinates were established by classical geodetic methods
 EB0835.and adjusted by the National Geodetic Survey in August 2005.
 EB0835
 EB0835.The orthometric height was determined by differential leveling
 EB0835.and adjusted in June 1991.
 EB0835
 EB0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0835
 EB0835.The geoid height was determined by GEOID03.
 EB0835
 EB0835.The dynamic height is computed by dividing the NAVD 88
 EB0835.geopotential number by the normal gravity value computed on the
 EB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0835.degrees latitude (g = 980.6199 gals.).
 EB0835
 EB0835.The modeled gravity was interpolated from observed gravity values.
 EB0835
 EB0835;                    North         East     Units Scale Factor Converg.
 EB0835;SPC NC       -    88,958.042   629,400.974   MT  0.99994668   +0 07 28.3
 EB0835;SPC NC       -   291,856.51  2,064,959.70   sFT  0.99994668   +0 07 28.3
 EB0835;UTM  17      - 3,825,562.511   703,304.155   MT  1.00010948   +1 15 25.5
 EB0835
 EB0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0835!SPC NC       -   0.99999931  x   0.99994668  =   0.99994599
 EB0835!UTM  17      -   0.99999931  x   1.00010948  =   1.00010879
 EB0835
 EB0835:                Primary Azimuth Mark                     Grid Az
 EB0835:SPC NC       -  HILL                                     012 25 21.8
 EB0835:UTM  17      -  HILL                                     011 17 24.6
 EB0835
 EB0835|---------------------------------------------------------------------|
 EB0835| PID    Reference Object                     Distance      Geod. Az  |
 EB0835|                                                           dddmmss.s |
 EB0835| EB0834 HILL                                APPROX. 0.6 KM 0123250.1 |
 EB0835|---------------------------------------------------------------------|
 EB0835
 EB0835                          SUPERSEDED SURVEY CONTROL
 EB0835
 EB0835  NAD 83(1986)-  34 33 06.20023(N)    078 47 03.36429(W) AD(       ) 2
 EB0835  NAD 27      -  34 33 05.58886(N)    078 47 04.28777(W) AD(       ) 2
 EB0835  NGVD 29 (??/??/92)   39.116  (m)          128.33   (f) ADJ UNCH    2 2
 EB0835
 EB0835.Superseded values are not recommended for survey control.
 EB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0835.See file dsdata.txt to determine how the superseded data were derived.
 EB0835
 EB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0330425563(NAD 83)
 EB0835_MARKER: DE = TRAVERSE STATION DISK
 EB0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0835_SP_SET: STREET
 EB0835_STAMPING: BYPASS 1973
 EB0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0835
 EB0835  HISTORY     - Date     Condition        Report By
 EB0835  HISTORY     - 1973     MONUMENTED       NCGS
 EB0835  HISTORY     - 1974     GOOD             NCGS
 EB0835  HISTORY     - 19920502 GOOD             USPSQD
 EB0835
 EB0835                          STATION DESCRIPTION
 EB0835
 EB0835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0835'BYPASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ETABLISHED IN THE
 EB0835'VICINITY OF BLADENBORO, NORTH CAROLINA.
 EB0835'
 EB0835'BYPASS IS LOCATED APPROXIMATELY 1.0 MILES NORTH OF BLADENBORO.
 EB0835'STATION IS AT THE INTERSECTION OF NC 211 WITH NC 410 AND 121 NORTH
 EB0835'OF BLADENBORO.  IN THE SOUTHERN CONCRETE MEDIAN DIVIDE OF NC 410 -
 EB0835'131 NEAR A STOP SIGN.
 EB0835'
 EB0835'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BYPASS
 EB0835'1973, SET IN DRILLED HOLE IN CONCRETE MEDIAN.
 EB0835'
 EB0835'MARK IS
 EB0835'
 EB0835'3.5 FEET NNW OF STOP SIGN POST W/ALUMINUM REF. TAG.
 EB0835'19.5 FEET S OF A KEEP RIGHT SIGN W/ALUMINUM REF. TAG.
 EB0835'61.0 FEET NNE OF THE SOUTHERN END OF CONCRETE MEDIAN.
 EB0835
 EB0835                          STATION RECOVERY (1974)
 EB0835
 EB0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0835'1 MI N FROM BLADENBORO.
 EB0835'STATION IS AT THE INTERSECTION OF NC 211 WITH NC 410 AND NC 131
 EB0835'NORTH OF BLADENBORO, IN THE SOUTHERN CONCRETE MEDIAN DIVIDE OF NC
 EB0835'410 - 131 NEAR A STOP SIGN, 3.5 FT NNW OF STOP SIGN POST WITH
 EB0835'ALUMINUM REF. TAG, 19.5 FT SOUTH OF A KEEP RIGHT SIGN WITH
 EB0835'ALUMINUM REF. TAG, AND 61.0 FT NNE OF THE SOUTHERN END OF CONCRETE
 EB0835'MEDIAN.  DISK IS SET IN DRILLED HOLE IN CONCRETE MEDIAN.
 EB0835
 EB0835                          STATION RECOVERY (1992)
 EB0835
 EB0835'RECOVERY NOTE BY US POWER SQUADRON 1992 (HCP)
 EB0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2178 ***********************************************************************
 FX2178  DESIGNATION -  BYPASS
 FX2178  PID         -  FX2178
 FX2178  STATE/COUNTY-  NC/NASH
 FX2178  USGS QUAD   -  DRAKE (1963)
 FX2178
 FX2178                         *CURRENT SURVEY CONTROL
 FX2178  ___________________________________________________________________
 FX2178* NAD 83(2001)-  36 03 49.84299(N)    077 49 19.28875(W)     ADJUSTED  
 FX2178* NAVD 88     -        48.324  (meters)     158.54   (feet)  ADJUSTED  
 FX2178  ___________________________________________________________________
 FX2178  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 FX2178  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 FX2178  DYNAMIC HT  -          48.283 (meters)     158.41  (feet)  COMP
 FX2178  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 FX2178
 FX2178  HORZ ORDER  -  SECOND
 FX2178  VERT ORDER  -  SECOND    CLASS I
 FX2178
 FX2178.The horizontal coordinates were established by classical geodetic methods
 FX2178.and adjusted by the National Geodetic Survey in August 2005.
 FX2178
 FX2178.The orthometric height was determined by differential leveling
 FX2178.and adjusted in July 2000.
 FX2178.No vertical observational check was made to the station.
 FX2178
 FX2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2178
 FX2178.The geoid height was determined by GEOID03.
 FX2178
 FX2178.The dynamic height is computed by dividing the NAVD 88
 FX2178.geopotential number by the normal gravity value computed on the
 FX2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2178.degrees latitude (g = 980.6199 gals.).
 FX2178
 FX2178.The modeled gravity was interpolated from observed gravity values.
 FX2178
 FX2178;                    North         East     Units Scale Factor Converg.
 FX2178;SPC NC       -   257,314.347   715,720.782   MT  0.99997293   +0 40 47.6
 FX2178;SPC NC       -   844,205.49  2,348,160.60   sFT  0.99997293   +0 40 47.6
 FX2178;UTM  18      - 3,994,716.407   245,830.989   MT  1.00039608   -1 39 43.8
 FX2178
 FX2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2178!SPC NC       -   0.99999787  x   0.99997293  =   0.99997080
 FX2178!UTM  18      -   0.99999787  x   1.00039608  =   1.00039395
 FX2178
 FX2178:                Primary Azimuth Mark                     Grid Az
 FX2178:SPC NC       -  AVENT                                    115 13 59.9
 FX2178:UTM  18      -  AVENT                                    117 34 31.3
 FX2178
 FX2178|---------------------------------------------------------------------|
 FX2178| PID    Reference Object                     Distance      Geod. Az  |
 FX2178|                                                           dddmmss.s |
 FX2178| FX2177 AVENT                               APPROX. 1.3 KM 1155447.5 |
 FX2178|---------------------------------------------------------------------|
 FX2178
 FX2178                          SUPERSEDED SURVEY CONTROL
 FX2178
 FX2178  NAD 83(1993)-  36 03 49.85029(N)    077 49 19.29732(W) AD(       ) 2
 FX2178  NAD 83(1986)-  36 03 49.84873(N)    077 49 19.29941(W) AD(       ) 2
 FX2178  NAD 27      -  36 03 49.29325(N)    077 49 20.36412(W) AD(       ) 2
 FX2178  NAVD 88 (06/15/91)   48.405  (m)          158.81   (f) UNKNOWN     2 1
 FX2178  NGVD 29 (??/??/92)   48.722  (m)          159.85   (f) ADJ UNCH    2 1
 FX2178
 FX2178.Superseded values are not recommended for survey control.
 FX2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2178.See file dsdata.txt to determine how the superseded data were derived.
 FX2178
 FX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4583194716(NAD 83)
 FX2178_MARKER: DE = TRAVERSE STATION DISK
 FX2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2178_SP_SET: CONCRETE POST
 FX2178_STAMPING: BYPASS 1973
 FX2178_MARK LOGO: NCGS  
 FX2178_PROJECTION: RECESSED 3 CENTIMETERS
 FX2178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2178+STABILITY: SURFACE MOTION
 FX2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2178+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1997
 FX2178
 FX2178  HISTORY     - Date     Condition        Report By
 FX2178  HISTORY     - 1973     MONUMENTED       NCGS
 FX2178  HISTORY     - 1978     GOOD             NCGS
 FX2178  HISTORY     - 1985     GOOD             USPSQD
 FX2178  HISTORY     - 19970623 GOOD             NCGS
 FX2178
 FX2178                          STATION DESCRIPTION
 FX2178
 FX2178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FX2178'BYPASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FX2178'VICINITY OF BATTLEBORO, NORTH CAROLINA.
 FX2178'
 FX2178'BYPASS IS LOCATED APPROXIMATELY 4.0 MILES WEST OF BATTLEBORO, AND
 FX2178'8.5 MILES NORTH OF ROCKY MOUNT.  STATION IS LOCATED AT THE
 FX2178'BATTLEBORO EXIT OF I-95 NEAR THE SE END OF THE OVERPASS BRIDGE, JUST
 FX2178'WEST OF INTERSECTION OF NC 48 AND SR 1522 (CONNECTOR ROAD
 FX2178'BETWEEN I-95 AND US 301).
 FX2178'
 FX2178'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BYPASS
 FX2178'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 FX2178'INCH BELOW THE SURFACE OF THE GROUND.
 FX2178'
 FX2178'MARK IS
 FX2178'16.9 FEET SW OF C/L SOUTH BOUND LANE I-95.
 FX2178'3.7 FEET SE OF E END OF SW BRIDGE RAIL.
 FX2178'3.5 FEET NE OF E END OF ABUTMENT CURBING.
 FX2178'2.0 FEET SW OF SW EDGE OF HIGHWAY CURB.
 FX2178'47.5 FEET NNW OF SIGNAL LIGHT POLE W/ALUMINUM REF. TAG.
 FX2178
 FX2178                          STATION RECOVERY (1978)
 FX2178
 FX2178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 FX2178'4.0 MI WEST FROM BATTLEBORO.
 FX2178'STATION IS LOCATED AT THE I 95 BUSINESS LOOP SR 1522 EXIT OVERPASS OF
 FX2178'I 95 AT THE SOUTHEAST CORNER OF THE BRIDGE, 16.9 FT. SOUTHWEST OF
 FX2178'CENTERLINE OF SOUTHBOUND LANE OF I 95 BUSINESS LOOP EXIT, 3.7 FT.
 FX2178'SOUTHEAST OF EAST END OF SOUTHWEST BRIDGE RAIL, 3.5 FT. NORTHEAST OF
 FX2178'EAST END OF ABUTMENT CURBING, 2.0 FT. SOUTHWEST OF SOUTHWEST EDGE OF
 FX2178'HIGHWAY CURB AND 47.5 FT. NORTH NORTHWEST OF SIGNAL LIGHT POLE WITH
 FX2178'REFERENCE TAG.
 FX2178
 FX2178                          STATION RECOVERY (1985)
 FX2178
 FX2178'RECOVERY NOTE BY US POWER SQUADRON 1985 (JN)
 FX2178'RECOVERED IN GOOD CONDITION.
 FX2178
 FX2178                          STATION RECOVERY (1997)
 FX2178
 FX2178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX2178'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. DISK APPEARS
 FX2178'TO BE TILTED ABOUT 5 DEGREES TOWARD THE WEST-NORTHWEST. MARK IS
 FX2178'RECESSED 3 INCHES AND IS 3.0 FT (0.9 M) NORTHEAST OF EAST END OF
 FX2178'ABUTMENT CURBING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2119 ***********************************************************************
 EB2119  DESIGNATION -  BYPASS NCGS 1975
 EB2119  PID         -  EB2119
 EB2119  STATE/COUNTY-  NC/BRUNSWICK
 EB2119  USGS QUAD   -  WINNABOW (1990)
 EB2119
 EB2119                         *CURRENT SURVEY CONTROL
 EB2119  ___________________________________________________________________
 EB2119* NAD 83(2001)-  34 13 33.07180(N)    078 00 44.35974(W)     ADJUSTED  
 EB2119* NAVD 88     -        16.9    (meters)      55.     (feet)  VERTCON   
 EB2119  ___________________________________________________________________
 EB2119  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 EB2119  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EB2119  HORZ ORDER  -  SECOND
 EB2119
 EB2119.The horizontal coordinates were established by classical geodetic methods
 EB2119.and adjusted by the National Geodetic Survey in August 2005.
 EB2119
 EB2119.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2119
 EB2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2119
 EB2119.The geoid height was determined by GEOID03.
 EB2119
 EB2119;                    North         East     Units Scale Factor Converg.
 EB2119;SPC NC       -    53,241.549   700,606.792   MT  1.00003150   +0 34 12.2
 EB2119;SPC NC       -   174,676.65  2,298,574.12   sFT  1.00003150   +0 34 12.2
 EB2119;UTM  17      - 3,791,236.770   775,219.392   MT  1.00053380   +1 40 53.4
 EB2119;UTM  18      - 3,791,303.712   222,509.650   MT  1.00054928   -1 41 43.4
 EB2119
 EB2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2119!SPC NC       -   1.00000308  x   1.00003150  =   1.00003458
 EB2119!UTM  17      -   1.00000308  x   1.00053380  =   1.00053688
 EB2119!UTM  18      -   1.00000308  x   1.00054928  =   1.00055236
 EB2119
 EB2119:                Primary Azimuth Mark                     Grid Az
 EB2119:SPC NC       -  DUMP NCGS                                167 59 02.5
 EB2119:UTM  17      -  DUMP NCGS                                166 52 21.3
 EB2119:UTM  18      -  DUMP NCGS                                170 14 58.1
 EB2119
 EB2119|---------------------------------------------------------------------|
 EB2119| PID    Reference Object                     Distance      Geod. Az  |
 EB2119|                                                           dddmmss.s |
 EB2119| EB1380 DUMP NCGS                           APPROX. 0.6 KM 1683314.7 |
 EB2119|---------------------------------------------------------------------|
 EB2119
 EB2119                          SUPERSEDED SURVEY CONTROL
 EB2119
 EB2119  NAD 83(1986)-  34 13 33.08339(N)    078 00 44.37378(W) AD(       ) 2
 EB2119  NAD 27      -  34 13 32.47113(N)    078 00 45.40635(W) AD(       ) 2
 EB2119  NGVD 29 (07/19/86)   17.2    (m)           56.     (f) VERT ANG    3  
 EB2119
 EB2119.Superseded values are not recommended for survey control.
 EB2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2119.See file dsdata.txt to determine how the superseded data were derived.
 EB2119
 EB2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7521991237(NAD 83)
 EB2119_MARKER: DE = TRAVERSE STATION DISK
 EB2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2119+STABILITY: SURFACE MOTION
 EB2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB2119+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 EB2119
 EB2119  HISTORY     - Date     Condition        Report By
 EB2119  HISTORY     - 1975     MONUMENTED       NCGS
 EB2119  HISTORY     - 20010627 GOOD             USPSQD
 EB2119  HISTORY     - 20040218 GOOD             USPSQD
 EB2119  HISTORY     - 20050220 GOOD             USPSQD
 EB2119  HISTORY     - 20060219 GOOD             USPSQD
 EB2119
 EB2119                          STATION DESCRIPTION
 EB2119
 EB2119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2119'BYPASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2119'THE VICINITY OF LELAND, NORTH CAROLINA.
 EB2119'
 EB2119'BYPASS IS LOCATED APPROXIMATELY 2.9 MILES SE OF LELAND, AND 3.9
 EB2119'MILES WEST OF WILMINGTON.  STATION IS LOCATED ON THE NW SIDE OF
 EB2119'U.S. 17, APPROXIMATELY 250 FEET SW OF THE SW END OF THE U.S. 17
 EB2119'BRIDGE OVER U.S. 74 AND U.S. 76.
 EB2119'
 EB2119'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2119'BYPASS 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB2119'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2119'
 EB2119'MARK IS 54.3 FT NW OF CENTER OF CONCRETE STRIP IN CENTER OF
 EB2119'U.S. 17
 EB2119'
 EB2119'261.0 FT SW OF SW END OF NW BRIDGE RAIL
 EB2119'
 EB2119'81.0 FT N OF CENTER OF METAL DRAINAGE COVER IN CONCRETE STRIP
 EB2119
 EB2119                          STATION RECOVERY (2001)
 EB2119
 EB2119'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2119'RECOVERED IN GOOD CONDITION.
 EB2119
 EB2119                          STATION RECOVERY (2004)
 EB2119
 EB2119'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB2119'RECOVERED IN GOOD CONDITION.
 EB2119
 EB2119                          STATION RECOVERY (2005)
 EB2119
 EB2119'RECOVERY NOTE BY US POWER SQUADRON 2005
 EB2119'RECOVERED IN GOOD CONDITION.
 EB2119
 EB2119                          STATION RECOVERY (2006)
 EB2119
 EB2119'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3531 ***********************************************************************
 FY3531  DESIGNATION -  BYRANT
 FY3531  PID         -  FY3531
 FY3531  STATE/COUNTY-  NC/GUILFORD
 FY3531  USGS QUAD   -  LAKE BRANDT (1994)
 FY3531
 FY3531                         *CURRENT SURVEY CONTROL
 FY3531  ___________________________________________________________________
 FY3531* NAD 83(2001)-  36 10 00.87545(N)    079 50 07.08571(W)     ADJUSTED  
 FY3531* NAVD 88     -       245.5    (meters)     805.     (feet)  VERTCON   
 FY3531  ___________________________________________________________________
 FY3531  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FY3531  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 FY3531  HORZ ORDER  -  SECOND
 FY3531
 FY3531.The horizontal coordinates were established by classical geodetic methods
 FY3531.and adjusted by the National Geodetic Survey in August 2005.
 FY3531
 FY3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3531
 FY3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3531
 FY3531.The geoid height was determined by GEOID03.
 FY3531
 FY3531;                    North         East     Units Scale Factor Converg.
 FY3531;SPC NC       -   268,436.909   534,447.253   MT  1.00000007   -0 28 55.6
 FY3531;SPC NC       -   880,696.76  1,753,432.36   sFT  1.00000007   -0 28 55.6
 FY3531;UTM  17      - 4,003,089.820   604,752.065   MT  0.99973520   +0 41 14.6
 FY3531
 FY3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3531!SPC NC       -   0.99996642  x   1.00000007  =   0.99996649
 FY3531!UTM  17      -   0.99996642  x   0.99973520  =   0.99970163
 FY3531
 FY3531:                Primary Azimuth Mark                     Grid Az
 FY3531:SPC NC       -  DAM                                      337 06 09.4
 FY3531:UTM  17      -  DAM                                      335 55 59.2
 FY3531
 FY3531|---------------------------------------------------------------------|
 FY3531| PID    Reference Object                     Distance      Geod. Az  |
 FY3531|                                                           dddmmss.s |
 FY3531| FY3532 DAM                                 APPROX. 0.7 KM 3363713.8 |
 FY3531|---------------------------------------------------------------------|
 FY3531
 FY3531                          SUPERSEDED SURVEY CONTROL
 FY3531
 FY3531  NAD 83(1993)-  36 10 00.88249(N)    079 50 07.09163(W) AD(       ) 2
 FY3531  NAD 83(1986)-  36 10 00.88314(N)    079 50 07.09356(W) AD(       ) 2
 FY3531  NAD 27      -  36 10 00.39796(N)    079 50 07.97901(W) AD(       ) 2
 FY3531  NGVD 29 (07/19/86)  245.7    (m)          806.     (f) VERT ANG    3  
 FY3531
 FY3531.Superseded values are not recommended for survey control.
 FY3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3531.See file dsdata.txt to determine how the superseded data were derived.
 FY3531
 FY3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0475203090(NAD 83)
 FY3531_MARKER: DE = TRAVERSE STATION DISK
 FY3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3531_STAMPING: BYRANT 1963
 FY3531_MARK LOGO: NCGS  
 FY3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3531+STABILITY: SURFACE MOTION
 FY3531
 FY3531  HISTORY     - Date     Condition        Report By
 FY3531  HISTORY     - 1963     MONUMENTED       NCGS
 FY3531
 FY3531                          STATION DESCRIPTION
 FY3531
 FY3531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FY3531'BYRANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FY3531'GREENSBORO, NORTH CAROLINA.  STATION IS 7 MILES NW OF
 FY3531'GREENSBORO ,LOCATED 0.3 MILES S ALONG LAKE BRANDT RD. (SR 2303)
 FY3531'FROM SPILLWAY OF DAM, 0.3 MILES N OF TROPER RD. (SR 2335),
 FY3531'IN THE R/W OF GAS LINE AND ON E SIDE OF LAKE BRANDT RD. (SR
 FY3531'2303).  RD. (SR 2303).
 FY3531'
 FY3531'STATION MARK IS A STANDARD N. C. TRAVERSE DISK,
 FY3531'STAMPED BYRANT 1963, SET IN THE TOP OF A CONCRETE CYLINDER,
 FY3531'THE TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3531'
 FY3531'MARK IS
 FY3531'
 FY3531'49.0 FT W OF C/L OF LAKE BRANDT RD. (SR 2303)
 FY3531'
 FY3531'9.9 FT S OF PP (TAR 7)
 FY3531'
 FY3531'53.4 FT SE OF 3 LEAD NAILS IN 12 INCH PINE
 FY3531'
 FY3531'35.2 FT NE OF 3 LEAD NAILS IN 5 INCH CEDAR
 FY3531'
 FY3531'76.9 FT E OF GAS LINE CAUTION SIGN
 FY3531'
 FY3531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1170 ***********************************************************************
 FA1170  DESIGNATION -  BYRD
 FA1170  PID         -  FA1170
 FA1170  STATE/COUNTY-  NC/STANLY
 FA1170  USGS QUAD   -  ALBEMARLE (1993)
 FA1170
 FA1170                         *CURRENT SURVEY CONTROL
 FA1170  ___________________________________________________________________
 FA1170* NAD 83(2001)-  35 18 59.26486(N)    080 10 15.35575(W)     ADJUSTED  
 FA1170* NAVD 88     -       181.411  (meters)     595.18   (feet)  ADJUSTED  
 FA1170  ___________________________________________________________________
 FA1170  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 FA1170  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA1170  DYNAMIC HT  -         181.251 (meters)     594.65  (feet)  COMP
 FA1170  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 FA1170
 FA1170  HORZ ORDER  -  SECOND
 FA1170  VERT ORDER  -  SECOND    CLASS II
 FA1170
 FA1170.The horizontal coordinates were established by classical geodetic methods
 FA1170.and adjusted by the National Geodetic Survey in August 2005.
 FA1170
 FA1170.The orthometric height was determined by differential leveling
 FA1170.and adjusted in June 1991.
 FA1170
 FA1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1170
 FA1170.The geoid height was determined by GEOID03.
 FA1170
 FA1170.The dynamic height is computed by dividing the NAVD 88
 FA1170.geopotential number by the normal gravity value computed on the
 FA1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1170.degrees latitude (g = 980.6199 gals.).
 FA1170
 FA1170.The modeled gravity was interpolated from observed gravity values.
 FA1170
 FA1170;                    North         East     Units Scale Factor Converg.
 FA1170;SPC NC       -   174,395.595   503,138.107   MT  0.99987323   -0 40 33.0
 FA1170;SPC NC       -   572,162.88  1,650,712.27   sFT  0.99987323   -0 40 33.0
 FA1170;UTM  17      - 3,908,453.681   575,362.266   MT  0.99966999   +0 28 45.5
 FA1170
 FA1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1170!SPC NC       -   0.99997629  x   0.99987323  =   0.99984952
 FA1170!UTM  17      -   0.99997629  x   0.99966999  =   0.99964629
 FA1170
 FA1170:                Primary Azimuth Mark                     Grid Az
 FA1170:SPC NC       -  DINK                                     172 59 17.5
 FA1170:UTM  17      -  DINK                                     171 49 59.0
 FA1170
 FA1170|---------------------------------------------------------------------|
 FA1170| PID    Reference Object                     Distance      Geod. Az  |
 FA1170|                                                           dddmmss.s |
 FA1170| FA1171 DINK                                APPROX. 0.8 KM 1721844.5 |
 FA1170| FA1169 STONY GAP                           164.883 METERS 35628     |
 FA1170|---------------------------------------------------------------------|
 FA1170
 FA1170                          SUPERSEDED SURVEY CONTROL
 FA1170
 FA1170  NAD 83(1986)-  35 18 59.27651(N)    080 10 15.36669(W) AD(       ) 2
 FA1170  NAD 27      -  35 18 58.75830(N)    080 10 16.15666(W) AD(       ) 2
 FA1170  NGVD 29 (??/??/92)  181.671  (m)          596.03   (f) ADJ UNCH    2 2
 FA1170
 FA1170.Superseded values are not recommended for survey control.
 FA1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1170.See file dsdata.txt to determine how the superseded data were derived.
 FA1170
 FA1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7536208454(NAD 83)
 FA1170_MARKER: DD = SURVEY DISK
 FA1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1170_STAMPING: BYRD 1974
 FA1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA1170+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 FA1170
 FA1170  HISTORY     - Date     Condition        Report By
 FA1170  HISTORY     - UNK      MONUMENTED
 FA1170  HISTORY     - 1974     GOOD             NCGS
 FA1170  HISTORY     - 19950109 GOOD             USPSQD
 FA1170  HISTORY     - 20050922 GOOD             NCDOT
 FA1170
 FA1170                          STATION DESCRIPTION
 FA1170
 FA1170'DESCRIBED UNK
 FA1170'2.8 MI SSE FROM ALBEMARLE.
 FA1170'TO REACH STATION FROM THE NC 24 - NC 27 BRIDGE OVER US 52 AT THE SOUTH
 FA1170'SIDE OF ALBEMARLE, PROCEED SOUTHERLY ALONG US 52 FOR 2.25 MILES TO
 FA1170'STATION ON THE RIGHT AT THE WEST EDGE AND ABOUT MIDWAY A YARD WITH A
 FA1170'LOT OF LARGE ROCKS AND A LARGE WHITE FRAMED HOUSE, AND 0.1 MILE SOUTH
 FA1170'OF INTERSECTION WITH SR 1720.  34.1 FT. WEST OF C/L OF US 52, 134.0
 FA1170'FT. NORTH OF C/L OF A CONCRETE DRIVEWAY, 121.4 FT. NW OF CENTER OF TOP
 FA1170'OF TELEPHONE JUNCTION BOX, 2.1 FT. WEST OF PP WITH ALUMINUM REG. TAG,
 FA1170'AND 123.6 FT. NW OF TP WITH ALUMINUM REG. TAG.  DISK IS SET IN TOP OF
 FA1170'CONCRETE CYLINDER THE TOP OF WHICH IS FLUSH WITH THE GROUND.
 FA1170
 FA1170                          STATION RECOVERY (1974)
 FA1170
 FA1170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1170'BYRD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1170'THE VICINITY OF ALBEMARLE, NORTH CAROLINA.
 FA1170'
 FA1170'BYRD IS LOCATED APPROXIMATELY 2.8 MILES SSE OF ALBEMARLE, AND
 FA1170'3.1 MILES NORTH OF SMALL COMMUNITY OF PORTERS.  TO REACH STATION
 FA1170'FROM THE NC 24 - NC 27 BRIDGE OVER U.S. 52 AT THE SOUTH SIDE OF
 FA1170'ALBEMARLE, PROCEED SOUTHERLY ALONG U.S. 52 FOR 2.25 MILES TO
 FA1170'STATION ON THE RIGHT AT THE WEST EDGE AND ABOUT MIDWAY A YARD
 FA1170'WITH A LOT OF LARGE ROCKS AND A LARGE WHITE FRAMED HOUSE.  AND
 FA1170'0.1 MILE SOUTH OF INTERSECTION WITH SR 1720.
 FA1170'
 FA1170'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1170'BYRD 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1170'WHICH IS FLUSH WITH THE GROUND.
 FA1170'
 FA1170'MARK IS 34.1 FT W OF C/L OF U.S. 52
 FA1170'
 FA1170'134.0 FT N OF C/L OF A CONCRETE DRIVEWAY
 FA1170'
 FA1170'121.4 FT NW OF CENTER OF TOP OF TELEPHONE JUNCTION BOX
 FA1170'
 FA1170'2.1 FT W OF PP WITH ALUMINUM REF. TAG
 FA1170'
 FA1170'123.6 FT NW OF TP WITH ALUMINUM REF. TAG
 FA1170
 FA1170                          STATION RECOVERY (1995)
 FA1170
 FA1170'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA1170'RECOVERED IN GOOD CONDITION.
 FA1170
 FA1170                          STATION RECOVERY (2005)
 FA1170
 FA1170'RECOVERY NOTE BY 
NC DOT 2005 (JIJ)
 FA1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0255 ***********************************************************************
 EZ0255  DESIGNATION -  BYRD
 EZ0255  PID         -  EZ0255
 EZ0255  STATE/COUNTY-  NC/SAMPSON
 EZ0255  USGS QUAD   -  NEWTON GROVE SOUTH (1986)
 EZ0255
 EZ0255                         *CURRENT SURVEY CONTROL
 EZ0255  ___________________________________________________________________
 EZ0255* NAD 83(2001)-  35 11 19.55845(N)    078 19 44.35882(W)     ADJUSTED  
 EZ0255* NAVD 88     -        51.678  (meters)     169.55   (feet)  ADJUSTED  
 EZ0255  ___________________________________________________________________
 EZ0255  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 EZ0255  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 EZ0255  DYNAMIC HT  -          51.632 (meters)     169.40  (feet)  COMP
 EZ0255  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 EZ0255
 EZ0255  HORZ ORDER  -  SECOND
 EZ0255  VERT ORDER  -  SECOND    CLASS II
 EZ0255
 EZ0255.The horizontal coordinates were established by classical geodetic methods
 EZ0255.and adjusted by the National Geodetic Survey in August 2005.
 EZ0255
 EZ0255.The orthometric height was determined by differential leveling
 EZ0255.and adjusted in June 1991.
 EZ0255
 EZ0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0255
 EZ0255.The geoid height was determined by GEOID03.
 EZ0255
 EZ0255.The dynamic height is computed by dividing the NAVD 88
 EZ0255.geopotential number by the normal gravity value computed on the
 EZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0255.degrees latitude (g = 980.6199 gals.).
 EZ0255
 EZ0255.The modeled gravity was interpolated from observed gravity values.
 EZ0255
 EZ0255;                    North         East     Units Scale Factor Converg.
 EZ0255;SPC NC       -   159,808.741   670,707.404   MT  0.99987319   +0 23 14.2
 EZ0255;SPC NC       -   524,305.84  2,200,479.21   sFT  0.99987319   +0 23 14.2
 EZ0255;UTM  17      - 3,897,245.022   743,202.977   MT  1.00032900   +1 32 23.9
 EZ0255
 EZ0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0255!SPC NC       -   0.99999728  x   0.99987319  =   0.99987047
 EZ0255!UTM  17      -   0.99999728  x   1.00032900  =   1.00032628
 EZ0255
 EZ0255:                Primary Azimuth Mark                     Grid Az
 EZ0255:SPC NC       -  HOBBTON                                  175 21 56.1
 EZ0255:UTM  17      -  HOBBTON                                  174 12 46.4
 EZ0255
 EZ0255|---------------------------------------------------------------------|
 EZ0255| PID    Reference Object                     Distance      Geod. Az  |
 EZ0255|                                                           dddmmss.s |
 EZ0255| EZ0257 HOBBTON                             APPROX. 1.4 KM 1754510.3 |
 EZ0255|---------------------------------------------------------------------|
 EZ0255
 EZ0255                          SUPERSEDED SURVEY CONTROL
 EZ0255
 EZ0255  NAD 83(1986)-  35 11 19.56565(N)    078 19 44.36050(W) AD(       ) 2
 EZ0255  NAD 27      -  35 11 18.97137(N)    078 19 45.35758(W) AD(       ) 2
 EZ0255  NGVD 29 (??/??/92)   51.972  (m)          170.51   (f) ADJ UNCH    2 2
 EZ0255
 EZ0255.Superseded values are not recommended for survey control.
 EZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0255.See file dsdata.txt to determine how the superseded data were derived.
 EZ0255
 EZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4320397245(NAD 83)
 EZ0255_MARKER: DE = TRAVERSE STATION DISK
 EZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0255_STAMPING: BYRD 1973
 EZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0255+STABILITY: SURFACE MOTION
 EZ0255
 EZ0255  HISTORY     - Date     Condition        Report By
 EZ0255  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0255  HISTORY     - 1973     GOOD             NCGS
 EZ0255
 EZ0255                          STATION DESCRIPTION
 EZ0255
 EZ0255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0255'BYRD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0255'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0255'
 EZ0255'BYRD IS LOCATED APPROXIMATELY 4.2 MILES SSE OF NEWTON GROVE, AND
 EZ0255'13.2 MILES NORTH OF CLINTON.  TO REACH STATION FROM THE TRAFFIC
 EZ0255'CIRCLE IN NEWTON GROVE, PROCEED SOUTH ALONG US 701 FOR 04.25 MILES TO
 EZ0255'STATION ON LEFT ON 3 FOOT BANK, 0.10 MILES NORTH OF INTERSECTION WITH
 EZ0255'SR 1724 LEADING EAST, AND ON SOUTH SIDE OF SOUTH DRIVEWAY TO
 EZ0255'HOME WITH V SHAPED CHIMNEY ON SOUTH SIDE OF HOUSE.
 EZ0255'
 EZ0255'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BYRD
 EZ0255'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0255'FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0255'
 EZ0255'MARK IS
 EZ0255'37.7 FEET ENE OF C/L OF US 701.
 EZ0255'14.6 FEET SE OF S END OF CONCRETE CULVERT UNDER S DRIVEWAY TO A ONE
 EZ0255'STORY FRAME HOUSE.
 EZ0255'35.7 FEET SSE OF N END OF CONCRETE CULVERT.
 EZ0255'08.6 FEET SSW OF PP NO. 1455 WITH ALUMINUM REF. TAG.
 EZ0255
 EZ0255                          STATION RECOVERY (1973)
 EZ0255
 EZ0255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0255'4.2 MI SSE FROM NEWTON GROVE.
 EZ0255'BYRD IS LOCATED APPROXIMATELY 13.2 MILES NORTH OF CLINTON.
 EZ0255'TO REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0255'SOUTH ALONG U.S. 701 FOR 4.25 MILES TO STATION ON LEFT ON 3 FT
 EZ0255'BANK, 0.10 MILES NORTH OF INTERSECTION WITH SR 1724 LEADING EAST,
 EZ0255'AND ON SOUTH SIDE OF SOUTH DRIVEWAY TO HOME WITH V SHAPED CHIMNEY
 EZ0255'ON SOUTH SIDE OF HOUSE, 37.7 FT ENE OF C/L OF U.S. 701, 14.6 FT
 EZ0255'SE OF S END OF CONCRETE CULVERT UNDER S DRIVEWAY TO A ONE STORY
 EZ0255'FRAME HOUSE, 35.7 FT SSE OF N END OF CONCRETE CULVERT, AND 08.6 FT
 EZ0255'SSW OF PP 1455 W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE
 EZ0255'CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2168 ***********************************************************************
 EB2168  DESIGNATION -  BYRD
 EB2168  PID         -  EB2168
 EB2168  STATE/COUNTY-  NC/COLUMBUS
 EB2168  USGS QUAD   -  FREEMAN (1986)
 EB2168
 EB2168                         *CURRENT SURVEY CONTROL
 EB2168  ___________________________________________________________________
 EB2168* NAD 83(2001)-  34 19 04.27574(N)    078 18 39.07873(W)     ADJUSTED  
 EB2168* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 EB2168  ___________________________________________________________________
 EB2168  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 EB2168  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EB2168  HORZ ORDER  -  SECOND
 EB2168
 EB2168.The horizontal coordinates were established by classical geodetic methods
 EB2168.and adjusted by the National Geodetic Survey in August 2005.
 EB2168
 EB2168.The orthometric height was scaled from a topographic map.
 EB2168
 EB2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2168
 EB2168.The geoid height was determined by GEOID03.
 EB2168
 EB2168;                    North         East     Units Scale Factor Converg.
 EB2168;SPC NC       -    63,214.597   673,029.364   MT  1.00000432   +0 23 51.9
 EB2168;SPC NC       -   207,396.56  2,208,097.17   sFT  1.00000432   +0 23 51.9
 EB2168;UTM  17      - 3,800,675.142   747,441.261   MT  1.00035478   +1 31 00.7
 EB2168
 EB2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2168!SPC NC       -   1.00000296  x   1.00000432  =   1.00000728
 EB2168!UTM  17      -   1.00000296  x   1.00035478  =   1.00035774
 EB2168
 EB2168:                Primary Azimuth Mark                     Grid Az
 EB2168:SPC NC       -  ACME MFG CO NORTH TANK                   083 30 47.6
 EB2168:UTM  17      -  ACME MFG CO NORTH TANK                   082 23 38.8
 EB2168
 EB2168|---------------------------------------------------------------------|
 EB2168| PID    Reference Object                     Distance      Geod. Az  |
 EB2168|                                                           dddmmss.s |
 EB2168| EB2100 ACME MFG CO NORTH TANK              APPROX. 9.8 KM 0835439.5 |
 EB2168| EB2101 ACME MFG CO SOUTH TANK              APPROX. 9.9 KM 0842436.0 |
 EB2168| EB3187 BYRD RM 1                            38.633 METERS 14710     |
 EB2168| EB2146 RIEGEL FIRE TOWER                   APPROX.14.6 KM 1972458.9 |
 EB2168| EB2170 BOLTON RIEGEL PAPER CO TANK         APPROX. 8.9 KM 2695809.0 |
 EB2168| EB3188 BYRD RM 2                            34.933 METERS 27139     |
 EB2168| EB3186 BYRD AZ MK                                         2720810.5 |
 EB2168|---------------------------------------------------------------------|
 EB2168
 EB2168                          SUPERSEDED SURVEY CONTROL
 EB2168
 EB2168  NAD 83(1986)-  34 19 04.28135(N)    078 18 39.09185(W) AD(       ) 2
 EB2168  NAD 27      -  34 19 03.68000(N)    078 18 40.08000(W) AD(       ) 2
 EB2168
 EB2168.Superseded values are not recommended for survey control.
 EB2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2168.See file dsdata.txt to determine how the superseded data were derived.
 EB2168
 EB2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4744100675(NAD 83)
 EB2168_MARKER: DS = TRIANGULATION STATION DISK
 EB2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2168
 EB2168  HISTORY     - Date     Condition        Report By
 EB2168  HISTORY     - 1942     MONUMENTED       CGS
 EB2168  HISTORY     - 1967     MARK NOT FOUND   CGS
 EB2168  HISTORY     - 1975     SEE DESCRIPTION  NCDNR
 EB2168
 EB2168                          STATION DESCRIPTION
 EB2168
 EB2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 EB2168'STATION IS ABOUT 5-1/2 MILES E OF BOLTON, 5 MILES W OF DELCO,
 EB2168'49 FEET W OF THE CENTER LINE OF A DIRT ROAD, 44.5 FEET S OF
 EB2168'THE CENTER LINE OF U.S. HIGHWAYS 74 AND 76, 40 FEET N OF THE N
 EB2168'RAIL OF THE RAILROAD TRACKS, 2.3 FEET W OF A 4- BY 4-INCH WHITE
 EB2168'POST, ON THE PROPERTY OF BLAKE D. APPLEWHITE AND OCCUPIED BY
 EB2168'A.E. BYRD.  THE MARK PROJECTS 4 INCHES AND IS STAMPED BYRD 1942.
 EB2168'
 EB2168'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EB2168'STANDARD BRONZE DISKS SET IN CONCRETE.
 EB2168'
 EB2168'REFERENCE MARK NO.1 IS 126.75 FEET SE OF THE STATION, 58.8
 EB2168'FEET S OF THE S RAIL OF THE RAILROAD TRACKS, 26 FEET E OF THE
 EB2168'CENTER LINE OF A DIRT ROAD, AND 15 FEET N OF A TOBACCO SHED.  THE
 EB2168'MARK PROJECTS 6 INCHES AND IS STAMPED BYRD NO.1 1942.
 EB2168'
 EB2168'REFERENCE MARK NO.2 IS 114.61 FEET W OF THE STATION, 45.5 FEET
 EB2168'S OF THE CENTER LINE OF U.S. HIGHWAYS 74 AND 76, AND 39 FEET N
 EB2168'OF THE N RAIL OF THE RAILROAD TRACKS.  THE MARK PROJECTS 6
 EB2168'INCHES AND IS STAMPED BYRD NO.2 1942.
 EB2168'
 EB2168'THE AZIMUTH MARK IS ABOUT 0.8 MILE W OF THE STATION, 46 FEET S
 EB2168'OF THE CENTER LINE OF U.S. HIGHWAYS 74 AND 76, 39 FEET N OF THE
 EB2168'N RAIL OF THE RAILROAD TRACKS, AND 3.5 FEET N OF A 4- BY 4-INCH
 EB2168'WHITE POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED BYRD 1942.
 EB2168'
 EB2168'TO REACH THE AZIMUTH FROM THE STATION, GO W ON U.S. HIGHWAYS
 EB2168'74 AND 76 FOR 0.8 MILE TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 EB2168'
 EB2168'TO REACH THE STATION FROM THE POST OFFICE IN BOLTON, GO E ON
 EB2168'U.S. HIGHWAYS 74 AND 76 FOR 5.7 MILES TO THE BYRD HOUSE ON THE
 EB2168'LEFT AND THE STATION ON THE RIGHT.
 EB2168'
 EB2168'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EB2168
 EB2168                          STATION RECOVERY (1967)
 EB2168
 EB2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 EB2168'SEARCHED FOR BUT NO TRACE OF STATION OR MARKS COULD BE FOUND.  THE
 EB2168'RAILROAD RIGHT OF WAY HAS BEEN GRADED ITS FULL WIDTH AND
 EB2168'LARGE DITCHES HAVE BEEN CUT ALONG BOTH RIGHT OF WAYS.
 EB2168'
 EB2168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EB2168'5 MILES WEST OF DELCO.
 EB2168
 EB2168                          STATION RECOVERY (1975)
 EB2168
 EB2168'RECOVERY NOTE BY NC DEPT OF NAT RES 1975 (JDB)
 EB2168'BYRD 1942 NOT FOUND
 EB2168'
 EB2168'BYRD NO 1 1942 NOT FOUND
 EB2168'
 EB2168'BYRD NO 2 1942 NOT FOUND
 EB2168'
 EB2168'BYRD 1942 (AZ.) NOT FOUND
 EB2168'
 EB2168'STATION AND REFERENCE MARKS PROBABLY DESTROYED BY ROAD
 EB2168'CONSTRUCTION OR DIGGING OR DRAINAGE DITCH BESIDE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2639 ***********************************************************************
 EB2639  DESIGNATION -  BYRD
 EB2639  PID         -  EB2639
 EB2639  STATE/COUNTY-  NC/ROBESON
 EB2639  USGS QUAD   -  FAIRMONT (1962)
 EB2639
 EB2639                         *CURRENT SURVEY CONTROL
 EB2639  ___________________________________________________________________
 EB2639* NAD 83(2001)-  34 27 47.92538(N)    079 02 24.22367(W)     ADJUSTED  
 EB2639* NAVD 88     -        36.785  (meters)     120.69   (feet)  ADJUSTED  
 EB2639  ___________________________________________________________________
 EB2639  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 EB2639  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EB2639  DYNAMIC HT  -          36.750 (meters)     120.57  (feet)  COMP
 EB2639  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EB2639
 EB2639  HORZ ORDER  -  FIRST
 EB2639  VERT ORDER  -  SECOND    CLASS II
 EB2639
 EB2639.The horizontal coordinates were established by classical geodetic methods
 EB2639.and adjusted by the National Geodetic Survey in August 2005.
 EB2639
 EB2639.The orthometric height was determined by differential leveling
 EB2639.and adjusted in October 1999.
 EB2639
 EB2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2639
 EB2639.The geoid height was determined by GEOID03.
 EB2639
 EB2639.The dynamic height is computed by dividing the NAVD 88
 EB2639.geopotential number by the normal gravity value computed on the
 EB2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB2639.degrees latitude (g = 980.6199 gals.).
 EB2639
 EB2639.The modeled gravity was interpolated from observed gravity values.
 EB2639
 EB2639;                    North         East     Units Scale Factor Converg.
 EB2639;SPC NC       -    79,130.536   605,920.427   MT  0.99996654   -0 01 23.2
 EB2639;SPC NC       -   259,614.10  1,987,923.93   sFT  0.99996654   -0 01 23.2
 EB2639;UTM  17      - 3,815,271.852   680,020.171   MT  0.99999947   +1 06 33.8
 EB2639
 EB2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2639!SPC NC       -   0.99999953  x   0.99996654  =   0.99996607
 EB2639!UTM  17      -   0.99999953  x   0.99999947  =   0.99999900
 EB2639
 EB2639:                Primary Azimuth Mark                     Grid Az
 EB2639:SPC NC       -  LONG BRANCH RESET                        034 08 57.2
 EB2639:UTM  17      -  LONG BRANCH RESET                        033 01 00.2
 EB2639
 EB2639|---------------------------------------------------------------------|
 EB2639| PID    Reference Object                     Distance      Geod. Az  |
 EB2639|                                                           dddmmss.s |
 EB2639| EB2499 LONG BRANCH RESET                   APPROX.11.9 KM 0340734.0 |
 EB2639| EB3183 BYRD RM 1 AZIMUTH                                  0383939.5 |
 EB2639| EB3184 BYRD RM 2                            33.615 METERS 12620     |
 EB2639| EB3185 BYRD RM 3                            38.583 METERS 26452     |
 EB2639|---------------------------------------------------------------------|
 EB2639
 EB2639                          SUPERSEDED SURVEY CONTROL
 EB2639
 EB2639  NAD 83(1986)-  34 27 47.93173(N)    079 02 24.23016(W) AD(       ) 1
 EB2639  NAD 27      -  34 27 47.33830(N)    079 02 25.11020(W) AD(       ) 1
 EB2639  NGVD 29 (07/19/86)   37.09   (m)          121.7    (f) LEVELING    3  
 EB2639
 EB2639.Superseded values are not recommended for survey control.
 EB2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2639.See file dsdata.txt to determine how the superseded data were derived.
 EB2639
 EB2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8002015272(NAD 83)
 EB2639_MARKER: DS = TRIANGULATION STATION DISK
 EB2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2639_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB2639_STAMPING: BYRD 1933
 EB2639_MARK LOGO: CGS   
 EB2639_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2639+STABILITY: SURFACE MOTION
 EB2639
 EB2639  HISTORY     - Date     Condition        Report By
 EB2639  HISTORY     - 1933     MONUMENTED       CGS
 EB2639  HISTORY     - 1957     GOOD             CGS
 EB2639  HISTORY     - 1966     GOOD             NCGS
 EB2639  HISTORY     - 1968     GOOD             CGS
 EB2639  HISTORY     - 1977     GOOD             NCGS
 EB2639  HISTORY     - 19890301 GOOD             NCGS
 EB2639
 EB2639                          STATION DESCRIPTION
 EB2639
 EB2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EB2639'ABOUT 4 MILES EAST OF FAIRMONT, 11 MILES SOUTHWEST OF
 EB2639'LUMBERTON, 0.8 MILE SOUTH OF PROCTORVILLE, ON LAND OWNED BY
 EB2639'R. I. BYRD.  TO REACH FROM FAIRMONT, GO EAST 5.0 MILES ON
 EB2639'ROUTE 71 TO RAILROAD CROSSING 0.8 MILE SOUTH OF PROCTORVILLE
 EB2639'AND STATION SITE.  TO REACH FROM A POINT ON ROUTE 20, 0.8 MILE
 EB2639'WEST OF BRIDGE OVER LUMBER RIVER, GO WEST ABOUT 2 MILES ON
 EB2639'ROUTE 71 TO ORRUM, AND CONTINUE WEST 1.8 MILES ON ROUTE 71 TO
 EB2639'SUMMIT OF GRADE JUST WEST OF RAILROAD CROSSING.  STATION IS
 EB2639'ON TOP OF BANK, 35 FEET NORTH OF CENTER LINE OF HIGHWAY, 240
 EB2639'FEET WEST OF RAILROAD CROSSING, AND 12 FEET WEST OF THE
 EB2639'SOUTHWEST CORNER OF GARAGE WHICH IS BETWEEN HIGHWAY AND
 EB2639'BYRDS HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 EB2639'DISK STATION MARKS IN CONCRETE.  UPPER MARK
 EB2639'PROJECTS 4 INCHES.  REFERENCE MARKS ARE STANDARD
 EB2639'REFERENCE DISKS IN CONCRETE.
 EB2639'REFERENCE MARK NO. 1 IS 0.15 MILE NORTH
 EB2639'OF ROUTE 71, 15 FEET EAST OF CENTER LINE OF
 EB2639'ROAD, 25 FEET SOUTH OF AN EAST-AND-WEST LINE THROUGH
 EB2639'CENTER OF LARGE CHIMNEY ON SOUTH END OF HOUSE ON EAST SIDE
 EB2639'OF ROAD, AND APPROXIMATELY 0.3 MILE FROM STATION, BEARING
 EB2639'N 38 DEG 40 MIN E.
 EB2639'REFERENCE MARK NO. 2 IS ON TOP OF 4-FOOT BANK, 22
 EB2639'FEET SOUTH OF CENTER LINE OF HIGHWAY, 150 FEET WEST OF
 EB2639'RAILROAD CROSSING, OPPOSITE DRIVE INTO BYRDS YARD, AND
 EB2639'110.42 FEET FROM STATION, BEARING S 53 DEG 39 MIN E.
 EB2639'REFERENCE MARK NO. 3 IS ON TOP OF 4-FOOT BANK,
 EB2639'22 FEET NORTH OF CENTER LINE
 EB2639'OF ROAD, AND 126.52 FEET FROM STATION BEARING S 84 DEG 52
 EB2639'MIN W.  SPIRE OF WHITE CHURCH WITH RED ROOF IN PROCTORVILLE
 EB2639'IS APPROXIMATELY 0.8 MILE FROM STATION BEARING N 04 DEG 22
 EB2639'MIN E.
 EB2639
 EB2639                          STATION RECOVERY (1957)
 EB2639
 EB2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 EB2639'THE STATION, AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 EB2639'GOOD CONDITION.  REFERENCE MARK 1 (THE AZIMUTH MARK) WAS FOUND
 EB2639'LYING ON ITS SIDE AND THE DISK WAS REMOVED.
 EB2639'
 EB2639'THE DESCRIPTION IS ADEQUATE WITH THE ADDITION AND
 EB2639'CORRECTION LISTED BELOW--THE PROPERTY IS NOW OWNED BY
 EB2639'V.O. BYRD, THE GARAGE HAS BEEN MOVED SO THAT THE STATION MARK
 EB2639'IS NOW ABOUT 3 FEET FROM THE SOUTHWEST CORNER.  THE STATION
 EB2639'IS 175 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 130
 EB2639'AND BARNESVILLE ROAD.
 EB2639
 EB2639                          STATION RECOVERY (1966)
 EB2639
 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 (JCD)
 EB2639'BYRD 1933 GOOD
 EB2639'
 EB2639'RM 1 NO SEARCH MADE
 EB2639'
 EB2639'RM 2 GOOD
 EB2639'
 EB2639'RM 3 GOOD
 EB2639'
 EB2639'STATION IS APPROXIMATELY 200 FT SOUTH OF SR 2266 IN FRONT
 EB2639'YARD OF WHITE SHINGLE AND BRICK HOUSE NEAR POLE.
 EB2639
 EB2639                          STATION RECOVERY (1968)
 EB2639
 EB2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 EB2639'LOCATED 4.7 MILES SOUTHEAST OF FAIRMONT.  STATION MARK AND
 EB2639'RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION.  STATION MARK IS
 EB2639'ON THE LAWN OF V.O. BYRDS RESIDENCE, IN A GROUP OF YOUNG
 EB2639'PINES.  THE MARK PROJECTS 8 INCHES, IS 75 FEET WEST OF THE
 EB2639'CENTER OF A DRIVEWAY, 38 FEET NORTH OF THE CENTER OF STATE
 EB2639'HIGHWAY 130 AND 8.0 FEET NORTH OF TRANSMISSION POLE NO. 82.
 EB2639'
 EB2639'RM 2 PROJECTS 4 INCHES FROM THE NORTHEAST CORNER OF A
 EB2639'CULTIVATED FIELD, IS 115 FEET WEST OF THE CENTER OF SR 2266,
 EB2639'33 FEET NORTH OF THE WEST CORNER OF A SMALL WHITE HOUSE AND 27
 EB2639'FEET SOUTH OF THE CENTER OF HIGHWAY 130.
 EB2639'
 EB2639'RM 3 PROJECTS 10 INCHES FROM V.O. BYRDS LAWN, IS 26 FEET
 EB2639'NORTH OF THE CENTER OF HIGHWAY 130, 9 FEET EAST OF SELDOM-USED
 EB2639'DRIVEWAY AND 7 FEET NORTH OF A MAIL BOX.
 EB2639'
 EB2639'RM 1, (AZIMUTH MARK) WAS REPORTED DESTROYED IN 1957.
 EB2639'
 EB2639'TO REACH FROM FAIRMONT, GO SOUTHEAST ON STATE HIGHWAY 130
 EB2639'FOR 5.0 MILES TO TOP OF GRADE AND THE MARK ON THE
 EB2639'LEFT.  GARAGE MENTIONED IN EARLIER DESCRIPTIONS IS NOT IN EVIDENCE.
 EB2639
 EB2639                          STATION RECOVERY (1977)
 EB2639
 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB2639'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 EB2639'1966. REFERENCE MARK 2 AND 3 WERE RECOVERED AS DESCRIBED. REFERENCE
 EB2639'MARK 1 (AZIMUTH) WAS SEARCHED FOR BUT NOT FOUND. REFERENCE MARK 1
 EB2639'(AZIMUTH) WAS DESTROYED IN 1957. DESCRIPTION OF STATION AND REFERENCE
 EB2639'MARKS ADEQUATE.
 EB2639'
 EB2639'THE STATION IS APPROXIMATELY 4.9 MILES EAST OF FAIRMONT AND 11 MILES
 EB2639'SOUTH OF LUMBERTON.
 EB2639'
 EB2639'STATION MARK IS A STANDARD DISK STAMPED---BYRD 1933---SET IN A
 EB2639'SQUARE CONCRETE MONUMENT, WHICH IS 6 INCHES ABOVE GROUND SURFACE. THE
 EB2639'MARK IS 98.6 FEET SOUTHEAST OF SOUTHWEST CORNER OF BYRD RESIDENCE,
 EB2639'7.7 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG, 37.8 FEET
 EB2639'NORTH OF CENTERLINE OF NC 130, 79.0 FEET WEST OF CENTERLINE OF DRIVE
 EB2639'TO RESIDENCE AND 67.5 FEET NORTHWEST OF WEST END OF A 15 INCH CULVERT
 EB2639'UNDER DRIVE TO RESIDENCE.
 EB2639'
 EB2639'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BYRD NO 3 1933---SET
 EB2639'IN TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 12 INCHES ABOVE GROUND
 EB2639'SURFACE. THE MARK IS 78.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 EB2639'RESIDENCE, 11.7 FEET EAST OF CENTERLINE OF WEST DRIVE TO RESIDENCE AND
 EB2639'25.9 FEET NORTH OF CENTERLINE OF NC 130.
 EB2639'
 EB2639'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BYRD NO 2 1933---SET
 EB2639'IN TOP OF A ROUND CONCRETE MONUMENT, WHICH IS 4 INCHES ABOVE GROUND
 EB2639'SURFACE. THE MARK IS 27.2 FEET SOUTH OF CENTERLINE OF NC 130, 120.8
 EB2639'FEET WEST OF CENTERLINE OF SR 2266 AND 12.2 FEET NORTHWEST OF A 10
 EB2639'INCH CHINA BERRY TREE WITH REFERENCE TAG.
 EB2639
 EB2639                          STATION RECOVERY (1989)
 EB2639
 EB2639'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EB2639'STATION IS ABOUT 1.52 KM (0.95 MI) SOUTH OF PROCTORVILLE. ABOUT 220
 EB2639'FEET (67.1 M) NORTHWEST OF THE INTERSECTION OF NC 130 WITH SR 2266
 EB2639'(BYRD ROAD). MARK PROJECTS 6 INCHES ABOVE GROUND.  LOCATED 37.8 FT
 EB2639'(11.5 M) NORTH OF THE CENTERLINE OF NC 130, 79.0 FT (24.1 M) WEST OF
 EB2639'THE CENTERLINE OF A DRIVE TO A RESIDENCE, 67.5 FT (20.6 M) NORTHWEST
 EB2639'OF THE WEST END OF A 15-INCH CULVERT UNDER A DRIVE TO THE RESIDENCE,
 EB2639'61.7 FT (18.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BYRD
 EB2639'RESIDENCE AT THE PORCH, AND 7.7 FT (2.3 M) NORTHEAST OF A TELEPHONE
 EB2639'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4941 ***********************************************************************
 EZ4941  DESIGNATION -  BYRD
 EZ4941  PID         -  EZ4941
 EZ4941  STATE/COUNTY-  NC/HARNETT
 EZ4941  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4941
 EZ4941                         *CURRENT SURVEY CONTROL
 EZ4941  ___________________________________________________________________
 EZ4941* NAD 83(2001)-  35 18 20.68437(N)    078 47 55.37248(W)     ADJUSTED  
 EZ4941* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 EZ4941  ___________________________________________________________________
 EZ4941  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 EZ4941  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 EZ4941  HORZ ORDER  -  SECOND
 EZ4941
 EZ4941.The horizontal coordinates were established by classical geodetic methods
 EZ4941.and adjusted by the National Geodetic Survey in August 2005.
 EZ4941
 EZ4941.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4941
 EZ4941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4941
 EZ4941.The geoid height was determined by GEOID03.
 EZ4941
 EZ4941;                    North         East     Units Scale Factor Converg.
 EZ4941;SPC NC       -   172,597.418   627,905.250   MT  0.99987303   +0 06 58.2
 EZ4941;SPC NC       -   566,263.36  2,060,052.47   sFT  0.99987303   +0 06 58.2
 EZ4941;UTM  17      - 3,909,172.546   700,137.384   MT  1.00009365   +1 16 21.5
 EZ4941
 EZ4941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4941!SPC NC       -   0.99999734  x   0.99987303  =   0.99987037
 EZ4941!UTM  17      -   0.99999734  x   1.00009365  =   1.00009099
 EZ4941
 EZ4941:                Primary Azimuth Mark                     Grid Az
 EZ4941:SPC NC       -  RUIN                                     278 15 47.3
 EZ4941:UTM  17      -  RUIN                                     277 06 24.0
 EZ4941
 EZ4941|---------------------------------------------------------------------|
 EZ4941| PID    Reference Object                     Distance      Geod. Az  |
 EZ4941|                                                           dddmmss.s |
 EZ4941| EZ4952 RUIN                                436.539 METERS 2782245.5 |
 EZ4941|---------------------------------------------------------------------|
 EZ4941
 EZ4941                          SUPERSEDED SURVEY CONTROL
 EZ4941
 EZ4941  NAD 83(1986)-  35 18 20.68873(N)    078 47 55.38011(W) AD(       ) 2
 EZ4941  NAD 27      -  35 18 20.10565(N)    078 47 56.29131(W) AD(       ) 2
 EZ4941  NGVD 29 (07/19/86)   50.5    (m)          166.     (f) VERT ANG    3  
 EZ4941
 EZ4941.Superseded values are not recommended for survey control.
 EZ4941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4941.See file dsdata.txt to determine how the superseded data were derived.
 EZ4941
 EZ4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0013709173(NAD 83)
 EZ4941_MARKER: DE = TRAVERSE STATION DISK
 EZ4941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4941_STAMPING: BYRD 1972
 EZ4941_MARK LOGO: NCGS  
 EZ4941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4941+STABILITY: SURFACE MOTION
 EZ4941
 EZ4941  HISTORY     - Date     Condition        Report By
 EZ4941  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4941  HISTORY     - 19970305 MARK NOT FOUND   USPSQD
 EZ4941
 EZ4941                          STATION DESCRIPTION
 EZ4941
 EZ4941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4941'BYRD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4941'VICINITY OF BUNNLEVEL, NORTH CAROLINA.
 EZ4941'
 EZ4941'BYRD IS APPROXIMATELY 1.1 MILES WSW OF BUNNLEVEL.  TO REACH STATION
 EZ4941'FROM POST OFFICE IN BUNNLEVEL ON US 401, PROCEED SOUTH ALONG US 401
 EZ4941'FOR 0.15 MILE TO INTERSECTION OF US 401 AND SR 2030 WEST, THENCE
 EZ4941'ALONG SR 2030 WEST FOR 1.0 MILE TO STATION IN THE NW QUADRANT OF THE
 EZ4941'INTERSECTION OF SR 2030 AND SR 2031, IN YARD OF BYRD RESIDENCE
 EZ4941'ON APPROXIMATE 2 FOOT BANK.
 EZ4941'
 EZ4941'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BYRD
 EZ4941'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4941'FLUSH WITH THE GROUND.
 EZ4941'
 EZ4941'MARK IS--
 EZ4941'41.0 FEET NNE OF C/L OF SR 2030.
 EZ4941'32.3 FEET NW OF C/L OF SR 2031.
 EZ4941'12.6 FEET N OF CENTER OF DRAIN CULVERT OF DRAINS LEADING SOUTH AND
 EZ4941'EAST IN NW QUADRANT OF INTERSECTION.
 EZ4941'104.9 FEET S OF SE CORNER OF GARAGE OF BYRD RESIDENCE.
 EZ4941'16.2 FEET WNW OF 4X4 STOP SIGN POST WITH ALUMINUM REF. TAG.
 EZ4941
 EZ4941                          STATION RECOVERY (1997)
 EZ4941
 EZ4941'RECOVERY NOTE BY US POWER SQUADRON 1997
 EZ4941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0900 ***********************************************************************
 EX0900  DESIGNATION -  BYRD
 EX0900  PID         -  EX0900
 EX0900  STATE/COUNTY-  NC/DARE
 EX0900  USGS QUAD   -  CAPE HATTERAS (1983)
 EX0900
 EX0900                         *CURRENT SURVEY CONTROL
 EX0900  ___________________________________________________________________
 EX0900* NAD 83(1986)-  35 14 26.93256(N)    075 31 36.20755(W)     ADJUSTED  
 EX0900* NAVD 88     -         0.4    (meters)       1.     (feet)  VERTCON   
 EX0900  ___________________________________________________________________
 EX0900  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EX0900  GEOID HEIGHT-         -38.67  (meters)                     GEOID03
 EX0900  HORZ ORDER  -  SECOND
 EX0900
 EX0900.The horizontal coordinates were established by GPS observations
 EX0900.and adjusted by the National Geodetic Survey in September 1991.
 EX0900
 EX0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0900
 EX0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0900
 EX0900.The geoid height was determined by GEOID03.
 EX0900
 EX0900;                    North         East     Units Scale Factor Converg.
 EX0900;SPC NC       -   170,905.219   925,633.708   MT  0.99987261   +2 00 16.8
 EX0900;SPC NC       -   560,711.54  3,036,849.92   sFT  0.99987261   +2 00 16.8
 EX0900;UTM  18      - 3,899,876.127   452,076.548   MT  0.99962830   -0 18 14.2
 EX0900
 EX0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0900!SPC NC       -   1.00000601  x   0.99987261  =   0.99987861
 EX0900!UTM  18      -   1.00000601  x   0.99962830  =   0.99963430
 EX0900
 EX0900                          SUPERSEDED SURVEY CONTROL
 EX0900
 EX0900  NGVD 29 (09/06/91)    0.7    (m)            2.     (f) GPS OBS     3  
 EX0900
 EX0900.Superseded values are not recommended for survey control.
 EX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0900.See file dsdata.txt to determine how the superseded data were derived.
 EX0900
 EX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD5207799876(NAD 83)
 EX0900_MARKER: DD = SURVEY DISK
 EX0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0900_SP_SET: CONCRETE POST
 EX0900_STAMPING: BYRD 1990
 EX0900_MARK LOGO: NOS   
 EX0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0900+STABILITY: SURFACE MOTION
 EX0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0900+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EX0900
 EX0900  HISTORY     - Date     Condition        Report By
 EX0900  HISTORY     - 1990     MONUMENTED       NOS
 EX0900
 EX0900                          STATION DESCRIPTION
 EX0900
 EX0900'DESCRIBED BY NATIONAL OCEAN SERVICE 1990
 EX0900'THE STATION IS LOCATED ON HATTERAS ISLAND ABOUT 3.3 KM (2.05 MI) SSW
 EX0900'OF THE VILLAGE OF BUXTON NEAR CAPE HATTERAS ABOUT 2.2 KM (1.35 MI)
 EX0900'NORTH OF THE CAPE PROPER, ABOUT 600 M (1968.5 FT) EAST OF A N-S ROAD
 EX0900'(LIGHTHOUSE ROAD) AND ABOUT 180 M (590.5 FT) WEST OF THE ATLANTIC
 EX0900'OCEAN SHORELINE AT THE SITE OF THE FORMER COAST GUARD LORAN
 EX0900'TRANSMITTER, 85 M (278.9 FT) EAST OF THE INSIDE CORNER OF THE L-SHAPED
 EX0900'BLOCK TRANSMITTER BUILDING WHICH HAS BEEN TURNED OVER TO THE NATIONAL
 EX0900'PARK SERVICE.  THE POINT OF CONTACT IS PARK RANGER ED WHITAKER AT
 EX0900'(919) 995-5041 (BUXTON).  THE CHIEF RANGER LARRY ROUSH MAY BE REACHED
 EX0900'AT (919) 473-2111, ADDRESS, CAPE HATTERAS NATIONAL SEASHORE, RT.1 BOX
 EX0900'675, MANTEO, NC 27954.
 EX0900'TO REACH THE STATION FROM THE JUNCTION OF NC HWY 12 AND LIGHTHOUSE
 EX0900'ROAD ( AT THE ENTRANCE TO CAPE HATTERAS NATIONAL SEASHORE) ON THE EAST
 EX0900'SIDE OF BUXTON, GO SOUTH ON LIGHTHOUSE ROAD FOR 0.85 MILE TO A T
 EX0900'INTERSECTION.  TURN RIGHT AND GO 0.85 MILE TO THE RANGER STATION ON
 EX0900'RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO A ROAD ON THE LEFT AND GATE.
 EX0900'PASS THROUGH THE GATE AND GO 0.3 MILE TO THE OLD C.G. TRANSMITTER
 EX0900'BUILDING THENCE GO EAST ACROSS GRASS TO THE STATION ABOUT 90 M
 EX0900'(295.3 FT) DISTANT.
 EX0900'THE STATION IS AN NOS BRONZE DISK STAMPED---BYRD 1990---SET INTO THE
 EX0900'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 85 M
 EX0900'(278.9 FT) ESE OF SE SIDE OF A SMALL BLOCK (OLD GENERATOR) BUILDING,
 EX0900'80 M (262.5 FT) EAST OF NORTH CORNER OF EAST MOST LEG OF L-SHAPED (OLD
 EX0900'TRANSMITTER) BUILDING, 73 M (239.5 FT) SSW OF AN OLD WOODEN YARDARM
 EX0900'MAST, 50 M (164.0 FT) WEST OF A SAND DIKE AND 11.5 M (37.7 FT) NNE OF
 EX0900'THE OLD CONCRETE BASE OF THE FORMER CAPE HATTERAS LORAN MAST WHICH IS
 EX0900'A 0.5 M (1.6 FT) SQUARE CONCRETE PIER PROJECTING  1.2 M (3.9 FT) ABOVE
 EX0900'THE GROUND AND ON LINE BETWEEN THE CONCRETE PIER AND THE CAPE HATTERAS
 EX0900'LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4493 ***********************************************************************
 FY4493  DESIGNATION -  BYRD
 FY4493  PID         -  FY4493
 FY4493  STATE/COUNTY-  NC/ORANGE
 FY4493  USGS QUAD   -  BURLINGTON NE (1994)
 FY4493
 FY4493                         *CURRENT SURVEY CONTROL
 FY4493  ___________________________________________________________________
 FY4493* NAD 83(2001)-  36 11 42.04330(N)    079 15 18.40794(W)     ADJUSTED  
 FY4493* NAVD 88     -       205.6    (meters)     675.     (feet)  VERTCON   
 FY4493  ___________________________________________________________________
 FY4493  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FY4493  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FY4493  HORZ ORDER  -  SECOND
 FY4493
 FY4493.The horizontal coordinates were established by classical geodetic methods
 FY4493.and adjusted by the National Geodetic Survey in August 2005.
 FY4493
 FY4493.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4493
 FY4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4493
 FY4493.The geoid height was determined by GEOID03.
 FY4493
 FY4493;                    North         East     Units Scale Factor Converg.
 FY4493;SPC NC       -   271,268.498   586,655.868   MT  1.00000803   -0 08 50.1
 FY4493;SPC NC       -   889,986.73  1,924,720.13   sFT  1.00000803   -0 08 50.1
 FY4493;UTM  17      - 4,006,989.438   656,881.798   MT  0.99990326   +1 01 50.3
 FY4493
 FY4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4493!SPC NC       -   0.99997251  x   1.00000803  =   0.99998054
 FY4493!UTM  17      -   0.99997251  x   0.99990326  =   0.99987578
 FY4493
 FY4493                          SUPERSEDED SURVEY CONTROL
 FY4493
 FY4493  NAD 83(1993)-  36 11 42.04536(N)    079 15 18.41247(W) AD(       ) 2
 FY4493  NAD 83(1986)-  36 11 42.04500(N)    079 15 18.41511(W) AD(       ) 2
 FY4493  NGVD 29 (07/16/92)  205.8    (m)          675.     (f) VERT ANG    3  
 FY4493
 FY4493.Superseded values are not recommended for survey control.
 FY4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4493.See file dsdata.txt to determine how the superseded data were derived.
 FY4493
 FY4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5688206989(NAD 83)
 FY4493_MARKER: DE = TRAVERSE STATION DISK
 FY4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4493_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4493+STABILITY: SURFACE MOTION
 FY4493
 FY4493  HISTORY     - Date     Condition        Report By
 FY4493  HISTORY     - 1981     MONUMENTED       NCGS
 FY4493
 FY4493                          STATION DESCRIPTION
 FY4493
 FY4493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4493'STATION IS LOCATED ABOUT 5.2 MILES SOUTHWEST OF PROSPECT HILL AND
 FY4493'6.9 MILES NORTH OF MEBANE.
 FY4493'
 FY4493'ALONG NC 49, 5.1 MILES SOUTHWEST OF THE NC 86 INTERSECTION (0.6 MILE
 FY4493'SOUTH OF PROSPECT HILL) OR 0.2 MILE EAST OF ALAMANCE-ORANGE COUNTY
 FY4493'LINE AT AMOCO STATION AND STORE.
 FY4493'
 FY4493'THE STATION IS A STANDARD NCGS DISK
 FY4493'STAMPED---BYRD 1981---,
 FY4493'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4493'25 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 FY4493'25.80 METERS (84.7 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF
 FY4493'HIGHWAY,
 FY4493'25.35 METERS (83.2 FT) SOUTHWEST FROM THE SOUTHWEST  CORNER OF AMOCO
 FY4493'SIGN BASE,
 FY4493'19.95 METERS (65.5 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF GAS
 FY4493'PUMP ISLAND AND
 FY4493'13.90 METERS (45.6 FT) WEST FROM THE NORTHWEST CORNER OF STORE.
 FY4493'
 FY4493'MARK IS 1 FOOT BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2868 ***********************************************************************
 AB2868  DESIGNATION -  BYRD
 AB2868  PID         -  AB2868
 AB2868  STATE/COUNTY-  NC/CHATHAM
 AB2868  USGS QUAD   -  GREEN LEVEL (1993)
 AB2868
 AB2868                         *CURRENT SURVEY CONTROL
 AB2868  ___________________________________________________________________
 AB2868* NAD 83(2001)-  35 48 25.11841(N)    078 57 49.56308(W)     ADJUSTED  
 AB2868* NAVD 88     -        86.9    (meters)     285.     (feet)  VERTCON   
 AB2868  ___________________________________________________________________
 AB2868  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 AB2868  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 AB2868  HORZ ORDER  -  SECOND
 AB2868
 AB2868.The horizontal coordinates were established by classical geodetic methods
 AB2868.and adjusted by the National Geodetic Survey in August 2005.
 AB2868
 AB2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2868
 AB2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2868
 AB2868.The geoid height was determined by GEOID03.
 AB2868
 AB2868;                    North         East     Units Scale Factor Converg.
 AB2868;SPC NC       -   228,185.390   612,875.752   MT  0.99991944   +0 01 15.3
 AB2868;SPC NC       -   748,638.23  2,010,743.20   sFT  0.99991944   +0 01 15.3
 AB2868;UTM  17      - 3,964,452.910   683,979.289   MT  1.00001711   +1 11 29.9
 AB2868
 AB2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2868!SPC NC       -   0.99999132  x   0.99991944  =   0.99991076
 AB2868!UTM  17      -   0.99999132  x   1.00001711  =   1.00000843
 AB2868
 AB2868                          SUPERSEDED SURVEY CONTROL
 AB2868
 AB2868  NAD 83(1986)-  35 48 25.12249(N)    078 57 49.57178(W) AD(       ) 2
 AB2868  NGVD 29 (04/29/96)   87.2    (m)          286.     (f) VERT ANG    3  
 AB2868
 AB2868.Superseded values are not recommended for survey control.
 AB2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2868.See file dsdata.txt to determine how the superseded data were derived.
 AB2868
 AB2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8397964453(NAD 83)
 AB2868_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2868_STAMPING: BYRD 1984
 AB2868_MARK LOGO: NCGS  
 AB2868_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2868+STABILITY: SURFACE MOTION
 AB2868
 AB2868  HISTORY     - Date     Condition        Report By
 AB2868  HISTORY     - 1984     MONUMENTED       NCGS
 AB2868
 AB2868                          STATION DESCRIPTION
 AB2868
 AB2868'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AB2868'STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) NORTHWEST OF APEX AND 21.6
 AB2868'KM (13.4 MI) EAST-NORTHEAST OF PITTSBORO.$ALONG NC 751 FOR 7.2 KM (4.5
 AB2868'MI) SOUTH FROM THE CHATHAM-DURHAM COUNTY LINE, AND 8.0 KM (5.0 MI)
 AB2868'NORTH FROM US 64, IN THE NORTHEAST QUADRANT OF THE INTERSECTION WITH
 AB2868'SR 1736 AND ACROSS HIGHWAY FROM JENKS STORE.$MARK IS LEVEL WITH THE
 AB2868'HIGHWAY AND RECESSED 1 INCH BELOW GROUND. LOCATED 8.6 M (28.2 FT) EAST
 AB2868'FROM THE CENTERLINE OF HIGHWAY, 10.7 M (35.1 FT) NORTH FROM THE
 AB2868'CENTERLINE OF SR 1736, 29.1 M (95.5 FT) EAST-SOUTHEAST FROM THE
 AB2868'NORTHEAST CORNER OF JENKINS STORE, 39.9 M (130.9 FT) NORTHEAST FROM
 AB2868'THE SOUTHEAST CORNER OF STORE, 15.0 M (49.2 FT) SOUTH FROM A
 AB2868'RIGHT-OF-WAY MARKER, 8.4 M (27.6 FT) SOUTH-SOUTHWEST FROM THE NORTH
 AB2868'GATE POST WITH REFERENCE TAG, AND 3.8 M (12.5 FT) WEST FROM A FENCE
 AB2868'LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH3916 ***********************************************************************
 AH3916  DESIGNATION -  BYRD
 AH3916  PID         -  AH3916
 AH3916  STATE/COUNTY-  NC/LENOIR
 AH3916  USGS QUAD   -  PINK HILL (1980)
 AH3916
 AH3916                         *CURRENT SURVEY CONTROL
 AH3916  ___________________________________________________________________
 AH3916* NAD 83(2001)-  35 04 30.81985(N)    077 44 04.33086(W)     ADJUSTED  
 AH3916* NAVD 88     -        43.6    (meters)     143.     (feet)  VERT ANG  
 AH3916  ___________________________________________________________________
 AH3916  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AH3916  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 AH3916  HORZ ORDER  -  SECOND
 AH3916
 AH3916.The horizontal coordinates were established by classical geodetic methods
 AH3916.and adjusted by the National Geodetic Survey in August 2005.
 AH3916
 AH3916.The orthometric height was determined by vertical angle observations.
 AH3916
 AH3916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3916
 AH3916.The geoid height was determined by GEOID03.
 AH3916
 AH3916;                    North         East     Units Scale Factor Converg.
 AH3916;SPC NC       -   147,743.035   724,999.968   MT  0.99987731   +0 43 49.4
 AH3916;SPC NC       -   484,720.27  2,378,604.06   sFT  0.99987731   +0 43 49.4
 AH3916;UTM  18      - 3,884,806.272   250,665.219   MT  1.00036625   -1 34 20.0
 AH3916
 AH3916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3916!SPC NC       -   0.99999882  x   0.99987731  =   0.99987613
 AH3916!UTM  18      -   0.99999882  x   1.00036625  =   1.00036507
 AH3916
 AH3916                          SUPERSEDED SURVEY CONTROL
 AH3916
 AH3916  NAD 83(1986)-  35 04 30.82978(N)    077 44 04.33959(W) AD(       ) 2
 AH3916
 AH3916.Superseded values are not recommended for survey control.
 AH3916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3916.See file dsdata.txt to determine how the superseded data were derived.
 AH3916
 AH3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5066584806(NAD 83)
 AH3916_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3916_STAMPING: BYRD 1988
 AH3916_MARK LOGO: NCGS  
 AH3916_PROJECTION: FLUSH
 AH3916_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3916+STABILITY: SURFACE MOTION
 AH3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3916+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1999
 AH3916
 AH3916  HISTORY     - Date     Condition        Report By
 AH3916  HISTORY     - 1988     MONUMENTED       NCGS
 AH3916  HISTORY     - 19990526 GOOD             NCGS
 AH3916
 AH3916                          STATION DESCRIPTION
 AH3916
 AH3916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AH3916'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHEAST OF PINK HILL
 AH3916'AND 15.9 MI (25.6 KM) SOUTH-SOUTHWEST OF KINSTON. ALONG NC 11 FOR 5.0
 AH3916'MI (8.0 KM) SOUTHWEST FROM POST OFFICE IN DEEP RUN, OR 0.6 MI (1.0 KM)
 AH3916'NORTHEAST OF SR 1111, IN SHOULDER OF HIGHWAY. MARK IS RECESSED 4
 AH3916'INCHES BELOW GROUND AND IS LEVEL WITH NC 11. LOCATED 5.18 M (16.99 FT)
 AH3916'WEST-NORTHWEST OF THE CENTERLINE OF NC 11, 29.87 M (98.00 FT)
 AH3916'NORTH-NORTHEAST OF CENTERLINE OF A CONCRETE DRIVE, 5.88 M (19.29 FT)
 AH3916'NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT, 60.78 M (199.41 FT)
 AH3916'SOUTH-SOUTHWEST OF A FIRE HYDRANT--AND 10.15 M (33.30 FT)
 AH3916'EAST-SOUTHEAST OF A POWER POLE (24), 20.73 M (68.01 FT) WEST-NORTHWEST
 AH3916'OF A POWER POLE (333) WITH A TRANSFORMER--BOTH WITH REFERENCE TAGS.
 AH3916
 AH3916                          STATION RECOVERY (1999)
 AH3916
 AH3916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 AH3916'REFERENCES NOT CHECKED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3184 ***********************************************************************
 EB3184  DESIGNATION -  BYRD RM 2
 EB3184  PID         -  EB3184
 EB3184  STATE/COUNTY-  NC/ROBESON
 EB3184  USGS QUAD   -  FAIRMONT (1962)
 EB3184
 EB3184                         *CURRENT SURVEY CONTROL
 EB3184  ___________________________________________________________________
 EB3184* NAD 83(1986)-  34 27 47.     (N)    079 02 23.     (W)     SCALED    
 EB3184* NAVD 88     -        36.359  (meters)     119.29   (feet)  ADJUSTED  
 EB3184  ___________________________________________________________________
 EB3184  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EB3184  DYNAMIC HT  -          36.324 (meters)     119.17  (feet)  COMP
 EB3184  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EB3184
 EB3184  VERT ORDER  -  SECOND    CLASS II
 EB3184
 EB3184.The horizontal coordinates were scaled from a topographic map and have
 EB3184.an estimated accuracy of +/- 6 seconds.
 EB3184
 EB3184.The orthometric height was determined by differential leveling
 EB3184.and adjusted in October 1999.
 EB3184
 EB3184.The geoid height was determined by GEOID03.
 EB3184
 EB3184.The dynamic height is computed by dividing the NAVD 88
 EB3184.geopotential number by the normal gravity value computed on the
 EB3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3184.degrees latitude (g = 980.6199 gals.).
 EB3184
 EB3184.The modeled gravity was interpolated from observed gravity values.
 EB3184
 EB3184;                    North         East    Units  Estimated Accuracy
 EB3184;SPC NC       -    79,100.      605,950.      MT  (+/- 180 meters Scaled)
 EB3184
 EB3184                          SUPERSEDED SURVEY CONTROL
 EB3184
 EB3184.No superseded survey control is available for this station.
 EB3184
 EB3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU800152(NAD 83)
 EB3184_MARKER: DR = REFERENCE MARK DISK
 EB3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3184_STAMPING: BYRD NO 2 1933
 EB3184_MARK LOGO: CGS   
 EB3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3184+STABILITY: SURFACE MOTION
 EB3184
 EB3184  HISTORY     - Date     Condition        Report By
 EB3184  HISTORY     - 1933     MONUMENTED       CGS
 EB3184  HISTORY     - 19890301 GOOD             NCGS
 EB3184
 EB3184                          STATION DESCRIPTION
 EB3184
 EB3184'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EB3184'STATION IS LOCATED ABOUT 1.52 KM (0.95 MI) SOUTH OF PROCTORVILLE, AND
 EB3184'7.72 KM (4.80 MI) EAST-SOUTHEAST OF FAIRMONT. ALONG NC 130 FOR 6.7 KM
 EB3184'(4.15 MI) WEST FROM US 74, AT SR 2266 (BYRD ROAD), IN THE SOUTHWEST
 EB3184'QUADRANT OF THE T-INTERSECTION. MARK IS 1-FOOT LOWER THAN HIGHWAY AND
 EB3184'PROJECTS 4 INCHES ABOVE GROUND. LOCATED 8.29 M (27.20 FT) SOUTH OF THE
 EB3184'CENTERLINE OF THE HIGHWAY, 36.82 M (120.80 FT) WEST OF THE CENTERLINE
 EB3184'OF THE ROAD, AND 10.22 M (33.53 FT) NORTHWEST OF THE NORTHWEST CORNER
 EB3184'OF AN OLD STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3185 ***********************************************************************
 EB3185  DESIGNATION -  BYRD RM 3
 EB3185  PID         -  EB3185
 EB3185  STATE/COUNTY-  NC/ROBESON
 EB3185  USGS QUAD   -  FAIRMONT (1962)
 EB3185
 EB3185                         *CURRENT SURVEY CONTROL
 EB3185  ___________________________________________________________________
 EB3185* NAD 83(2001)-  34 27 47.81340(N)    079 02 25.72934(W)     ADJUSTED  
 EB3185* NAVD 88     -        36.884  (meters)     121.01   (feet)  ADJUSTED  
 EB3185  ___________________________________________________________________
 EB3185  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 EB3185  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EB3185  DYNAMIC HT  -          36.849 (meters)     120.90  (feet)  COMP
 EB3185  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EB3185
 EB3185  HORZ ORDER  -  SECOND
 EB3185  VERT ORDER  -  SECOND    CLASS II
 EB3185
 EB3185.The horizontal coordinates were established by classical geodetic methods
 EB3185.and adjusted by the National Geodetic Survey in August 2005.
 EB3185
 EB3185.The orthometric height was determined by differential leveling
 EB3185.and adjusted in October 1999.
 EB3185
 EB3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3185
 EB3185.The geoid height was determined by GEOID03.
 EB3185
 EB3185.The dynamic height is computed by dividing the NAVD 88
 EB3185.geopotential number by the normal gravity value computed on the
 EB3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3185.degrees latitude (g = 980.6199 gals.).
 EB3185
 EB3185.The modeled gravity was interpolated from observed gravity values.
 EB3185
 EB3185;                    North         East     Units Scale Factor Converg.
 EB3185;SPC NC       -    79,127.101   605,881.999   MT  0.99996654   -0 01 24.1
 EB3185;SPC NC       -   259,602.83  1,987,797.86   sFT  0.99996654   -0 01 24.1
 EB3185;UTM  17      - 3,815,267.658   679,981.817   MT  0.99999930   +1 06 32.9
 EB3185
 EB3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3185!SPC NC       -   0.99999952  x   0.99996654  =   0.99996606
 EB3185!UTM  17      -   0.99999952  x   0.99999930  =   0.99999882
 EB3185
 EB3185                          SUPERSEDED SURVEY CONTROL
 EB3185
 EB3185  NAD 83(1986)-  34 27 47.81976(N)    079 02 25.73584(W) AD(       ) 2
 EB3185  NGVD 29 (04/22/91)   37.2    (m)          122.     (f) VERT ANG    3  
 EB3185
 EB3185.Superseded values are not recommended for survey control.
 EB3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3185.See file dsdata.txt to determine how the superseded data were derived.
 EB3185
 EB3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7998215268(NAD 83)
 EB3185_MARKER: DR = REFERENCE MARK DISK
 EB3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EB3185_STAMPING: BYRD NO 3 1933
 EB3185_MARK LOGO: CGS   
 EB3185_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3185+STABILITY: SURFACE MOTION
 EB3185
 EB3185  HISTORY     - Date     Condition        Report By
 EB3185  HISTORY     - 1933     MONUMENTED       CGS
 EB3185  HISTORY     - 19890301 GOOD             NCGS
 EB3185
 EB3185                          STATION DESCRIPTION
 EB3185
 EB3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (LFS)
 EB3185'SEE TRIANGULATION STATION ---BYRD---.
 EB3185
 EB3185                          STATION RECOVERY (1989)
 EB3185
 EB3185'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EB3185'STATION IS LOCATED ABOUT 1.52 KM (0.95 MI) SOUTH OF PROCTORVILLE, AND
 EB3185'7.7 KM (4.80 MI) EAST-SOUTHEAST OF FAIRMONT. ALONG NC 130 FOR 6.7 KM
 EB3185'(4.15 MI) WEST FROM NC 74, OR ABOUT 295 FEET (89.9 M) WEST OF SR 2266
 EB3185'(BYRD ROAD), IN THE SOUTHWEST CORNER OF THE BYRD RESIDENCE YARD. MARK
 EB3185'PROJECTS 12 INCHES ABOVE GROUND.  LOCATED 7.89 M (25.89 FT) NORTH OF
 EB3185'THE CENTERLINE OF THE HIGHWAY, 3.57 M (11.71 FT) EAST OF THE
 EB3185'CENTERLINE OF THE WEST DRIVE TO THE RESIDENCE, 23.90 M (78.41 FT)
 EB3185'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESIDENCE, AND 0.85 M (2.79
 EB3185'FT) WEST OF A TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2438 ***********************************************************************
 FA2438  DESIGNATION -  BYRUM
 FA2438  PID         -  FA2438
 FA2438  STATE/COUNTY-  NC/MECKLENBURG
 FA2438  USGS QUAD   -  WEDDINGTON (1988)
 FA2438
 FA2438                         *CURRENT SURVEY CONTROL
 FA2438  ___________________________________________________________________
 FA2438* NAD 83(2001)-  35 06 41.08910(N)    080 47 25.12134(W)     ADJUSTED  
 FA2438* NAVD 88     -       191.9    (meters)     630.     (feet)  VERTCON   
 FA2438  ___________________________________________________________________
 FA2438  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 FA2438  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA2438  HORZ ORDER  -  SECOND
 FA2438
 FA2438.The horizontal coordinates were established by classical geodetic methods
 FA2438.and adjusted by the National Geodetic Survey in August 2005.
 FA2438
 FA2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2438
 FA2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2438
 FA2438.The geoid height was determined by GEOID03.
 FA2438
 FA2438;                    North         East     Units Scale Factor Converg.
 FA2438;SPC NC       -   152,493.067   446,417.952   MT  0.99987558   -1 01 59.9
 FA2438;SPC NC       -   500,304.34  1,464,622.90   sFT  0.99987558   -1 01 59.9
 FA2438;UTM  17      - 3,885,418.639   519,108.467   MT  0.99960450   +0 07 14.2
 FA2438
 FA2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2438!SPC NC       -   0.99997463  x   0.99987558  =   0.99985022
 FA2438!UTM  17      -   0.99997463  x   0.99960450  =   0.99957914
 FA2438
 FA2438:                Primary Azimuth Mark                     Grid Az
 FA2438:SPC NC       -  SCHOOL                                   257 38 41.5
 FA2438:UTM  17      -  SCHOOL                                   256 29 27.4
 FA2438
 FA2438|---------------------------------------------------------------------|
 FA2438| PID    Reference Object                     Distance      Geod. Az  |
 FA2438|                                                           dddmmss.s |
 FA2438| FA2467 SCHOOL                              APPROX. 0.8 KM 2563641.6 |
 FA2438|---------------------------------------------------------------------|
 FA2438
 FA2438                          SUPERSEDED SURVEY CONTROL
 FA2438
 FA2438  NAD 83(1986)-  35 06 41.10639(N)    080 47 25.13013(W) AD(       ) 2
 FA2438  NAD 27      -  35 06 40.58180(N)    080 47 25.86591(W) AD(       ) 2
 FA2438  NGVD 29 (07/19/86)  192.1    (m)          630.     (f) VERT ANG    3  
 FA2438
 FA2438.Superseded values are not recommended for survey control.
 FA2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2438.See file dsdata.txt to determine how the superseded data were derived.
 FA2438
 FA2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1910885419(NAD 83)
 FA2438_MARKER: DE = TRAVERSE STATION DISK
 FA2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2438_STAMPING: BYRUM 1962
 FA2438_MARK LOGO: NCGS  
 FA2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2438+STABILITY: SURFACE MOTION
 FA2438
 FA2438  HISTORY     - Date     Condition        Report By
 FA2438  HISTORY     - 1962     MONUMENTED       NCGS
 FA2438  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2438  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2438  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA2438
 FA2438                          STATION DESCRIPTION
 FA2438
 FA2438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FA2438'BYRUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ON LINE 2,
 FA2438'CHARLOTTE, NORTH CAROLINA.  LINE 2 IS FROM N. C. STATION REA
 FA2438'(NEAR USC AND GS PROVIDENCE) TO N. C. STATION BANK (NEAR USC
 FA2438'AND GS CHARLOTTE).
 FA2438'
 FA2438'STATION IS 9.4 MILES SSE OF THE CENTER OF CHARLOTTE.  TO
 FA2438'REACH STATION, GO SOUTH ON NC 16 OR PROVIDENCE RD. APPROXIMATELY
 FA2438'10 MILES TO SR 3624, TURN RIGHT AND GO 0.80 MILES TO STATION
 FA2438'ON CREST OF HILL ON LEFT SIDE OF ROAD JUST WEST OF DRIVEWAY.
 FA2438'
 FA2438'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2438'BYRUM 1962, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2438'WHICH IS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 FA2438'
 FA2438'MARK IS
 FA2438'
 FA2438'18.0 FT S OF C/L OF SR 3624
 FA2438'
 FA2438'12.5 FT W OF C/L OF DRIVEWAY
 FA2438'
 FA2438'63.90 FT NE OF 3 NAILS IN POWER POLE 16
 FA2438'
 FA2438'56.70 FT SW OF 3 NAILS IN 8 INCH OAK
 FA2438'
 FA2438'110.3 FT NW OF NW CORNER OF ONE STORY RESIDENCE.
 FA2438'
 FA2438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2438
 FA2438                          STATION RECOVERY (1971)
 FA2438
 FA2438'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2438'BYRUM 1962 PROBABLY LOST.  REFERENCES FALL IN DITCH
 FA2438
 FA2438                          STATION RECOVERY (1988)
 FA2438
 FA2438'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2438'MARK NOT FOUND.
 FA2438
 FA2438                          STATION RECOVERY (1996)
 FA2438
 FA2438'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3903 ***********************************************************************
 EZ3903  DESIGNATION -  BYRUM
 EZ3903  PID         -  EZ3903
 EZ3903  STATE/COUNTY-  NC/RANDOLPH
 EZ3903  USGS QUAD   -  RAMSEUR (1980)
 EZ3903
 EZ3903                         *CURRENT SURVEY CONTROL
 EZ3903  ___________________________________________________________________
 EZ3903* NAD 83(2007)-  35 39 01.79147(N)    079 44 02.18499(W)     ADJUSTED  
 EZ3903* NAVD 88     -       180.8    (meters)     593.     (feet)  GPS OBS   
 EZ3903  ___________________________________________________________________
 EZ3903  EPOCH DATE  -        2002.00
 EZ3903  X           -     924,748.021 (meters)                     COMP
 EZ3903  Y           -  -5,105,750.168 (meters)                     COMP
 EZ3903  Z           -   3,696,836.921 (meters)                     COMP
 EZ3903  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 EZ3903  ELLIP HEIGHT-         150.446 (meters)          (02/10/07) ADJUSTED
 EZ3903  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 EZ3903
 EZ3903  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ3903  Type    PID    Designation                      North   East  Ellip
 EZ3903  -------------------------------------------------------------------
 EZ3903  NETWORK EZ3903 BYRUM                             0.73   0.65   1.35
 EZ3903  -------------------------------------------------------------------
 EZ3903
 EZ3903.The horizontal coordinates were established by GPS observations
 EZ3903.and adjusted by the National Geodetic Survey in February 2007.
 EZ3903
 EZ3903.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ3903.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ3903.The horizontal coordinates are valid at the epoch date displayed above.
 EZ3903.The epoch date for horizontal control is a decimal equivalence
 EZ3903.of Year/Month/Day.
 EZ3903
 EZ3903.The orthometric height was determined by GPS observations and a
 EZ3903.high-resolution geoid model.
 EZ3903
 EZ3903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ3903
 EZ3903.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3903
 EZ3903.The ellipsoidal height was determined by GPS observations
 EZ3903.and is referenced to NAD 83.
 EZ3903
 EZ3903.The geoid height was determined by GEOID03.
 EZ3903
 EZ3903;                    North         East     Units Scale Factor Converg.
 EZ3903;SPC NC       -   211,070.028   543,143.172   MT  0.99989674   -0 25 25.0
 EZ3903;SPC NC       -   692,485.58  1,781,962.22   sFT  0.99989674   -0 25 25.0
 EZ3903;UTM  17      - 3,945,922.769   614,611.327   MT  0.99976187   +0 44 16.8
 EZ3903
 EZ3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3903!SPC NC       -   0.99997639  x   0.99989674  =   0.99987313
 EZ3903!UTM  17      -   0.99997639  x   0.99976187  =   0.99973826
 EZ3903
 EZ3903:                Primary Azimuth Mark                     Grid Az
 EZ3903:SPC NC       -  CRAVEN                                   133 20 28.7
 EZ3903:UTM  17      -  CRAVEN                                   132 10 46.9
 EZ3903
 EZ3903|---------------------------------------------------------------------|
 EZ3903| PID    Reference Object                     Distance      Geod. Az  |
 EZ3903|                                                           dddmmss.s |
 EZ3903| EZ3902 CRAVEN                              405.671 METERS 1325503.7 |
 EZ3903| EZ3904 HINSHAW                             APPROX. 1.3 KM 3350157.1 |
 EZ3903|---------------------------------------------------------------------|
 EZ3903
 EZ3903                          SUPERSEDED SURVEY CONTROL
 EZ3903
 EZ3903  NAD 83(2001)-  35 39 01.79161(N)    079 44 02.18512(W) AD(       ) 1
 EZ3903  ELLIP H (03/13/03)  150.457  (m)                       GP(       ) 4 2
 EZ3903  NAD 83(1986)-  35 39 01.79851(N)    079 44 02.19474(W) AD(       ) 1
 EZ3903  NAD 83(1986)-  35 39 01.79582(N)    079 44 02.19216(W) AD(       ) 2
 EZ3903  NAD 27      -  35 39 01.30459(N)    079 44 03.08933(W) AD(       ) 2
 EZ3903  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG    3  
 EZ3903
 EZ3903.Superseded values are not recommended for survey control.
 EZ3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3903.See file dsdata.txt to determine how the superseded data were derived.
 EZ3903
 EZ3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1461145923(NAD 83)
 EZ3903_MARKER: DE = TRAVERSE STATION DISK
 EZ3903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3903_STAMPING: BYRUM 1975
 EZ3903_MARK LOGO: NCGS  
 EZ3903_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3903+STABILITY: SURFACE MOTION
 EZ3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ3903+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1988
 EZ3903
 EZ3903  HISTORY     - Date     Condition        Report By
 EZ3903  HISTORY     - 1975     MONUMENTED       NCGS
 EZ3903  HISTORY     - 19881228 GOOD             NCGS
 EZ3903
 EZ3903                          STATION DESCRIPTION
 EZ3903
 EZ3903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ3903'BYRUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3903'THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3903'
 EZ3903'BYRUM IS LOCATED APPROXIMATELY 5.9 MILES SOUTHEAST OF ASHEBORO,
 EZ3903'AND 6.8 MILES WEST OF COLERIDGE.  TO REACH STATION FROM THE
 EZ3903'INTERSECTION OF NC 42 WITH SR 2911 AND SR 2611 CROSSROADS IN
 EZ3903'GRANTVILLE COMMUNITY, PROCEED WEST ALONG NC 42 FOR 1.35 MILES TO
 EZ3903'STATION ON THE LEFT ON THE OLD BYRUM PROPERTY, IN SOUTHEAST EDGE
 EZ3903'OF THE YARD OF THE J. RUSSELL RESIDENCE, AND 0.8 MILE NORTHWEST
 EZ3903'OF NC 42 BRIDGE OVER SQUIRREL CREEK.
 EZ3903'
 EZ3903'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3903'BYRUM 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3903'WHICH IS 1 INCH BELOW THE GROUND.
 EZ3903'
 EZ3903'MARK IS 58.9 FT WSW OF C/L OF NC 42
 EZ3903'
 EZ3903'193.0 FT SSE OF C/L OF DRIVEWAY TO RESIDENCE
 EZ3903'
 EZ3903'11.9 FT S OF 5 INCH WHITE PINE
 EZ3903'
 EZ3903'14.8 FT NE OF 6 INCH CHERRY
 EZ3903'
 EZ3903'99.4 FT SE OF 6 INCH PECAN WITH ALUMINUM REF. TAG
 EZ3903'
 EZ3903'133.9 FT S OF PP 9-77 WITH TRANSFORMER AND WITH ALUMINUM
 EZ3903'REF. TAG
 EZ3903
 EZ3903                          STATION RECOVERY (1988)
 EZ3903
 EZ3903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ3903'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. WHITE PINE,
 EZ3903'CHERRY TREE, AND POWER POLE NO LONGER EXISTS. MARK IS 125.0 FEET (38.1
 EZ3903'M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SHINGLED HOUSE, AND
 EZ3903'171.0 FEET (52.1 M) SOUTH-SOUTHEAST OF A POWER-SERVICE POLE WITH
 EZ3903'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3739 ***********************************************************************
 FY3739  DESIGNATION -  BYRUM
 FY3739  PID         -  FY3739
 FY3739  STATE/COUNTY-  NC/ROCKINGHAM
 FY3739  USGS QUAD   -  ELLISBORO (1971)
 FY3739
 FY3739                         *CURRENT SURVEY CONTROL
 FY3739  ___________________________________________________________________
 FY3739* NAD 83(2001)-  36 22 16.02510(N)    079 53 29.97016(W)     ADJUSTED  
 FY3739* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 FY3739  ___________________________________________________________________
 FY3739  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 FY3739  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 FY3739  HORZ ORDER  -  SECOND
 FY3739
 FY3739.The horizontal coordinates were established by classical geodetic methods
 FY3739.and adjusted by the National Geodetic Survey in August 2005.
 FY3739
 FY3739.The orthometric height was scaled from a topographic map.
 FY3739
 FY3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3739
 FY3739.The geoid height was determined by GEOID03.
 FY3739
 FY3739;                    North         East     Units Scale Factor Converg.
 FY3739;SPC NC       -   291,140.557   529,580.374   MT  1.00006348   -0 30 52.7
 FY3739;SPC NC       -   955,183.64  1,737,464.94   sFT  1.00006348   -0 30 52.7
 FY3739;UTM  17      - 4,025,682.457   599,423.928   MT  0.99972179   +0 39 26.3
 FY3739
 FY3739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3739!SPC NC       -   0.99997408  x   1.00006348  =   1.00003756
 FY3739!UTM  17      -   0.99997408  x   0.99972179  =   0.99969587
 FY3739
 FY3739:                Primary Azimuth Mark                     Grid Az
 FY3739:SPC NC       -  HARRISON CROSSROADS MICROWAVE            074 10 32.2
 FY3739:UTM  17      -  HARRISON CROSSROADS MICROWAVE            073 00 13.2
 FY3739
 FY3739|---------------------------------------------------------------------|
 FY3739| PID    Reference Object                     Distance      Geod. Az  |
 FY3739|                                                           dddmmss.s |
 FY3739| FY3419 HARRISON CROSSROADS MICROWAVE       APPROX.16.1 KM 0733939.5 |
 FY3739| FY3818 BYRUM RM 1                           17.340 METERS 17838     |
 FY3739| FY3819 BYRUM RM 2                           33.700 METERS 27717     |
 FY3739|---------------------------------------------------------------------|
 FY3739
 FY3739                          SUPERSEDED SURVEY CONTROL
 FY3739
 FY3739  NAD 83(1993)-  36 22 16.02996(N)    079 53 29.97445(W) AD(       ) 2
 FY3739  NAD 83(1986)-  36 22 16.03410(N)    079 53 29.97702(W) AD(       ) 2
 FY3739  NAD 27      -  36 22 15.52893(N)    079 53 30.82913(W) AD(       ) 2
 FY3739
 FY3739.Superseded values are not recommended for survey control.
 FY3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3739.See file dsdata.txt to determine how the superseded data were derived.
 FY3739
 FY3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA9942425682(NAD 83)
 FY3739_MARKER: DD = SURVEY DISK
 FY3739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FY3739+WITH SETTING: INFORMATION.
 FY3739_SP_SET: PREFABRICATED CONCRETE POST
 FY3739
 FY3739  HISTORY     - Date     Condition        Report By
 FY3739  HISTORY     - 1969     MONUMENTED       USGS
 FY3739  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FY3739
 FY3739                          STATION DESCRIPTION
 FY3739
 FY3739'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LBN)
 FY3739'THE STATION IS LOCATED ABOUT 12.5 MILES WEST OF REIDSVILLE, 4.0
 FY3739'MILES EAST OF MADISON, AND 0.6 MILE NORTHEAST OF THE COMERS
 FY3739'CHAPEL BAPTIST CHURCH AT INTELLIGENCE.
 FY3739'
 FY3739'TO REACH FROM THE CENTER OF THE DAN RIVER BRIDGE IN MADISON,
 FY3739'GO EAST ON STATE HIGHWAY 704 FOR 3.8 MILES TO A T-ROAD RIGHT
 FY3739'(STATE ROAD 2308).  TURN RIGHT AND GO FOR 0.7 MILE TO A DRIVE
 FY3739'LEFT LEADING TO A HOUSE AND A SMALL CEMETERY.  TURN LEFT AND GO
 FY3739'ABOUT 50 FEET TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO 220 FEET
 FY3739'TO THE STATION ON THE LEFT.
 FY3739'
 FY3739'THE STATION MARK IS A STANDARD TABLET STAMPED BYRUM ET 1969
 FY3739'CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE
 FY3739'GROUND.  IT IS 49 FEET SOUTHEAST OF A POWER POLE, 48.5 FEET
 FY3739'NORTHWEST OF A POWER POLE AT BEND IN THE LINE, 34.6 FEET
 FY3739'NORTHEAST OF A TRIANGULAR BLAZE IN A 15-INCH OAK TREE, 27.4
 FY3739'FEET SOUTHEAST OF TRIANGULAR BLAZE IN A 20-INCH OAK TREE, 16
 FY3739'FEET NORTHEAST OF THE CENTER OF A FIELD ROAD AND ABOUT 5 FEET
 FY3739'HIGHER, AND 3.5 FEET NORTHEAST OF A WITNESS SIGN.
 FY3739'
 FY3739'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET
 FY3739'STAMPED BYRUM ET 1969 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 FY3739'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 39 FEET WEST OF A
 FY3739'POWER POLE AT BEND IN THE LINE, 24 FEET SOUTHWEST OF THE CENTER
 FY3739'OF A FIELD ROAD, AND 1.0 FOOT NORTH OF A 36-INCH OAK TREE.
 FY3739'
 FY3739'REFERENCE MARK NO. 2 IS A STANDARD REFEERENCE MARK TABLET
 FY3739'STAMPED BYRUM ET 1969 RM 2 SET IN A DRILL HOLE IN THE SOUTHEAST
 FY3739'CORNER OF A CONCRETE WELL BASE.  IT IS 70 FEET EAST OF THE
 FY3739'CENTER OF THE PAVED ROAD, 59 FEET SOUTHWEST OF THE CENTER OF A
 FY3739'FIELD ROAD, AND 34 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 FY3739'ABANDONED HOUSE.
 FY3739'
 FY3739'NO AZIMUTH MARK WAS SET SINCE THE MICROWAVE TOWER AND THE
 FY3739'CHURCH SPIRE ARE BOTH VISIBLE FROM THE GROUND.
 FY3739'
 FY3739'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FY3739
 FY3739                          STATION RECOVERY (1990)
 FY3739
 FY3739'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FY3739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3837 ***********************************************************************
 FX3837  DESIGNATION -  BYRUM
 FX3837  PID         -  FX3837
 FX3837  STATE/COUNTY-  NC/CHOWAN
 FX3837  USGS QUAD   -  EDENTON (1981)
 FX3837
 FX3837                         *CURRENT SURVEY CONTROL
 FX3837  ___________________________________________________________________
 FX3837* NAD 83(2007)-  36 01 51.77530(N)    076 31 30.38275(W)     ADJUSTED  
 FX3837* NAVD 88     -         3.86   (meters)      12.7    (feet)  LEVELING  
 FX3837  ___________________________________________________________________
 FX3837  EPOCH DATE  -        2002.00
 FX3837  X           -   1,203,298.957 (meters)                     COMP
 FX3837  Y           -  -5,021,793.840 (meters)                     COMP
 FX3837  Z           -   3,730,958.895 (meters)                     COMP
 FX3837  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 FX3837  ELLIP HEIGHT-         -32.997 (meters)          (02/10/07) ADJUSTED
 FX3837  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 FX3837
 FX3837  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX3837  Type    PID    Designation                      North   East  Ellip
 FX3837  -------------------------------------------------------------------
 FX3837  NETWORK FX3837 BYRUM                             0.43   0.37   0.98
 FX3837  -------------------------------------------------------------------
 FX3837  VERT ORDER  -  THIRD
 FX3837
 FX3837.The horizontal coordinates were established by GPS observations
 FX3837.and adjusted by the National Geodetic Survey in February 2007.
 FX3837
 FX3837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX3837.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX3837.The horizontal coordinates are valid at the epoch date displayed above.
 FX3837.The epoch date for horizontal control is a decimal equivalence
 FX3837.of Year/Month/Day.
 FX3837
 FX3837.The orthometric height was determined by differential leveling.
 FX3837.The vertical network tie was performed by a horz. field party for horz.
 FX3837.obs reductions. Reset procedures were used to establish the elevation.
 FX3837
 FX3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX3837
 FX3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3837
 FX3837.The ellipsoidal height was determined by GPS observations
 FX3837.and is referenced to NAD 83.
 FX3837
 FX3837.The geoid height was determined by GEOID03.
 FX3837
 FX3837;                    North         East     Units Scale Factor Converg.
 FX3837;SPC NC       -   255,825.998   832,628.340   MT  0.99996497   +1 25 42.4
 FX3837;SPC NC       -   839,322.46  2,731,714.81   sFT  0.99996497   +1 25 42.4
 FX3837;UTM  18      - 3,988,468.070   362,594.651   MT  0.99983264   -0 53 50.1
 FX3837
 FX3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3837!SPC NC       -   1.00000518  x   0.99996497  =   0.99997015
 FX3837!UTM  18      -   1.00000518  x   0.99983264  =   0.99983782
 FX3837
 FX3837:                Primary Azimuth Mark                     Grid Az
 FX3837:SPC NC       -  BYRUM RM 1 AZIMUTH                       116 01 28.6
 FX3837:UTM  18      -  BYRUM RM 1 AZIMUTH                       118 21 01.1
 FX3837
 FX3837|---------------------------------------------------------------------|
 FX3837| PID    Reference Object                     Distance      Geod. Az  |
 FX3837|                                                           dddmmss.s |
 FX3837| FX4610 BYRUM RM 1 AZIMUTH                                 1172711.0 |
 FX3837| FX4611 BYRUM RM 2                           86.070 METERS 14821     |
 FX3837| EY3325 SCUPPERNONG FOREST SERVICE LOT      APPROX.13.6 KM 1584545.4 |
 FX3837| FX3845 BYRUM RM 5                          470.325 METERS 1613113.1 |
 FX3837| FX4613 BYRUM RM 4                           52.280 METERS 19913     |
 FX3837| FX3843 EDENTON USMC AIR BASE BCN           APPROX. 3.6 KM 2465854.5 |
 FX3837| FX4612 BYRUM RM 3                           59.440 METERS 24740     |
 FX3837| FX3842 EDENTON HIGHEST WATER TANK          APPROX. 7.6 KM 2950527.9 |
 FX3837|---------------------------------------------------------------------|
 FX3837
 FX3837                          SUPERSEDED SURVEY CONTROL
 FX3837
 FX3837  NAD 83(1986)-  36 01 51.79243(N)    076 31 30.39519(W) AD(       ) 1
 FX3837  NAD 83(2001)-  36 01 51.77562(N)    076 31 30.38241(W) AD(       ) 1
 FX3837  ELLIP H (10/17/03)  -32.995  (m)                       GP(       ) 5 1
 FX3837  NAD 83(1993)-  36 01 51.78754(N)    076 31 30.39574(W) AD(       ) 1
 FX3837  NAD 83(1986)-  36 01 51.78782(N)    076 31 30.39637(W) AD(       ) 1
 FX3837  NAD 27      -  36 01 51.20700(N)    076 31 31.60900(W) AD(       ) 1
 FX3837
 FX3837.Superseded values are not recommended for survey control.
 FX3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3837.See file dsdata.txt to determine how the superseded data were derived.
 FX3837
 FX3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6259588468(NAD 83)
 FX3837_MARKER: DH = HORIZONTAL CONTROL DISK
 FX3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3837_SP_SET: SQUARE CONCRETE MONUMENT
 FX3837_STAMPING: BYRUM 1931
 FX3837_MARK LOGO: CGS   
 FX3837_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX3837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3837+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1994
 FX3837
 FX3837  HISTORY     - Date     Condition        Report By
 FX3837  HISTORY     - 1931     MONUMENTED       CGS
 FX3837  HISTORY     - 1931     GOOD             CGS
 FX3837  HISTORY     - 1954     GOOD             CGS
 FX3837  HISTORY     - 1963     GOOD             CGS
 FX3837  HISTORY     - 19900820 GOOD             NOS
 FX3837  HISTORY     - 19940111 SEE DESCRIPTION  NCGS
 FX3837  HISTORY     - 20050621 MARK NOT FOUND   USPSQD
 FX3837
 FX3837                          STATION DESCRIPTION
 FX3837
 FX3837'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3837'ABOUT 5 MILES EAST-SOUTHEAST OF EDENTON, ON LAND OWNED BY A.G.
 FX3837'BYRUM AND TENANTED BY R. G. BLANCHARD, IN FIELD ON NORTH SIDE OF
 FX3837'ROAD, AND 16.50 METERS (54.1 FEET) EAST OF SOUTHEAST CORNER OF
 FX3837'LARGE GALVANIZED BARN.  TO REACH FROM EDENTON, GO EAST ON CHURCH
 FX3837'STREET 0.3 MILE FROM ITS INTERSECTION WITH BROAD STREET TO
 FX3837'RAILROAD CROSSING, FOLLOW CONCRETE ROAD 2.1 MILES, TURN RIGHT ONTO
 FX3837'ASPHALT ROAD, AND CONTINUE 3.1 MILES OR ABOUT 200 YARDS BEYOND
 FX3837'T-ROAD TO NORTH TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 FX3837'ARE STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE
 FX3837'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 FX3837'CULTIVATED FIELD, 0.6 METER (2 FEET) EAST OF FENCE LINE, 7 METERS
 FX3837'(23 FEET) EAST OF CENTER LINE OF NORTH-AND-SOUTH DIRT ROAD LEADING
 FX3837'SOUTH FROM INTERSECTION WITH PAVED HIGHWAY, 9 METERS (30 FEET)
 FX3837'NORTH OF 14-INCH HICKORY TREE, AND APPROXIMATELY 1/3 MILE FROM
 FX3837'STATION IN BEARING S 62 DEG 33 MIN E.      NO. 2 IS IN SOUTHEAST
 FX3837'CORNER OF BARN LOT, 5.70 METERS (18.7 FEET) SOUTH OF WEST SIDE OF
 FX3837'WOODEN GATE, 5.90 METERS (19.4 FEET) WEST OF CENTER LINE OF LANE
 FX3837'LEADING TO HOUSE, 8.90 METERS (29.2 FEET) NORTH OF CENTER LINE OF
 FX3837'PAVED HIGHWAY, AND 86.08 METERS (282.4 FEET) FROM STATION IN
 FX3837'BEARING S 31 DEG 40 MIN E. NO. 3 IS 12.30 METERS (40.4 FEET)
 FX3837'NORTH OF CENTER LINE OF PAVED HIGHWAY, AND 59.44 METERS (195.0
 FX3837'FEET) FROM STATION IN BEARING S 67 DEG 40 MIN W.
 FX3837
 FX3837                          STATION RECOVERY (1931)
 FX3837
 FX3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 FX3837'RECOVERED IN GOOD CONDITION.
 FX3837
 FX3837                          STATION RECOVERY (1954)
 FX3837
 FX3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 FX3837'THE STATION, REFERENCE MARKS NO 1 AND 2 WERE RECOVERED AND FOUND
 FX3837'IN GOOD CONDITION, REFERENCE MARK NO 3 WAS FOUND BADLY DAMAGED. IT
 FX3837'WAS DESTROYED AND A NEW REFERENCE MARK NO 4 WAS ESTABLISHED.
 FX3837'
 FX3837'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THE VILLAGE
 FX3837'OF EDENTON.  IT IS 200 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP
 FX3837'ROAD AND 54 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 FX3837'GALVANIZED BARN.  THE MARK IS 18 INCHES BELOW THE SURFACE AND THE
 FX3837'DISK IS STAMPED BYRUM 1931.  (NOTE 1A 7A.)
 FX3837'
 FX3837'REFERENCE MARK NO 1 (AZ. MK.) IS 38 FEET EAST-NORTHEAST OF A
 FX3837'TRIANGLE BLAZED CEDAR TREE, 21 FEET EAST OF THE CENTERLINE OF A
 FX3837'GRADED ROAD AND 3 FEET EAST OF THE TOP OF A CANAL BANK. THE MARK
 FX3837'IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED BYRUM NO 1 1931
 FX3837'(AZ. MK.).
 FX3837'
 FX3837'REFERENCE MARK NO 2 IS 29 FEET NORTH OF THE CENTERLINE OF A
 FX3837'BLACK-TOP ROAD AND 16 FEET WEST OF THE CENTERLINE OF A DRIVEWAY.
 FX3837'THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED BYRUM
 FX3837'NO 2 1931.
 FX3837'
 FX3837'REFERENCE MARK NO 4 IS 28 FEET NORTH OF THE CENTERLINE OF A
 FX3837'BLACK-TOP ROAD AND 1 FOOT NORTH OF A FENCE-LINE. THE MARK IS FLUSH
 FX3837'WITH THE SURFACE AND THE DISK IS STAMPED BYRUM NO 4 1931.
 FX3837'
 FX3837'REFERENCE MARK NO 5 (FAN MARKER, EDENTON) IS 22 FEET EAST OF THE
 FX3837'NORTHEAST CORNER OF A BUILDING, 15 FEET NORTH OF A FENCE, 4 FEET
 FX3837'WEST OF A 4 INCH PIPE WHICH SUPPORTS AN ANTENNA AND 4 FEET EAST OF
 FX3837'A WESTERN 4 INCH PIPE OF FOUR WHICH SUPPORTS AN ANTENNA. THE MARK
 FX3837'IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED BYRUM NO 5 1931.
 FX3837'
 FX3837'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BYRUM
 FX3837'1931 TO REFERENCE MARK BYRUM NO 5 1931 AND THE DISTANCE IS 1542.65
 FX3837'FEET OR 470.201 METERS.
 FX3837'
 FX3837'TO REACH THE REFERENCE MARK (FAN MARKER, EDENTON) FROM THE
 FX3837'STATION, GO WESTERLY FOR 0.05 MILE TO THE JUNCTION OF STATE
 FX3837'HIGHWAY 32 AND 37, TURN LEFT ON STATE HIGHWAY 32 FOR 0.35 MILE TO
 FX3837'A TRACK ROAD LEFT, TURN LEFT FOR 0.05 MILE TO THE MARK AS DESCRIBED.
 FX3837'
 FX3837'TO REACH THE AZIMUTH MARK (R.M. NO. 1) FROM THE STATION, GO EAST
 FX3837'ON A BLACK-TOP ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 FX3837'(SOUTH) AND A GRADED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 FX3837'DESCRIBED.
 FX3837'
 FX3837'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION OF U.S.
 FX3837'HIGHWAY 17 AND STATE HIGHWAY 32 IN THE VILLAGE OF EDENTON, GO
 FX3837'EAST ON STATE HIGHWAY 32 FOR 0.3 MILE TO A RAILROAD CROSSING,
 FX3837'CONTINUE ON STATE HIGHWAY 32 FOR 4.95 MILES TO THE JUNCTION OF
 FX3837'STATE HIGHWAYS 32 AND 37.  HERE CONTINUE STRAIGHT AHEAD ON A
 FX3837'BLACK-TOP ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT AND THE
 FX3837'STATION AS DESCRIBED.
 FX3837
 FX3837                          STATION RECOVERY (1963)
 FX3837
 FX3837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3837'THIS STATION WAS FOUND IN GOOD CONDITION.  THE STATION MARK IS 18
 FX3837'INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1 AND
 FX3837'2 WERE FOUND IN GOOD CONDITION, REFERENCE MARK NO. 1 IS NOW ONE
 FX3837'FOOT WEST OF FENCE.  REFERENCE NO. 3 WAS NOT FOUND, REFERENCE MARK
 FX3837'NO. 4 WAS FOUND AND IS STAMPED BYRUM NO. 4 1931, THIS MARK IS 187
 FX3837'FEET SOUTH OF THE STATION 96 FEET EAST OF LANE TO GALVANIZED
 FX3837'BARN, 28 FEET NORTH OF APPROXIMATE CENTER OF FARM ROAD 1108.
 FX3837'
 FX3837'A NEW TO REACH AS FOLLOWS.  TO REACH FROM THE JUNCTIONS OF N.C. 32
 FX3837'AND U.S. 17 IN EDENTON, GO EAST ON N.C. 32 FOR 0.3 MILE TO
 FX3837'RAILROAD CROSSING, CONTINUE ON N.C. 32 FOR 1.6 MILE TO FORK, TAKE
 FX3837'RIGHT FORK FOR 3.3 MILE TO JUNCTIONS N.C. 32 AND N.C. 37, CONTINUE
 FX3837'EAST ON FARM ROAD 1108 FOR 0.05 MILE TO LANE ON LEFT AND STATION
 FX3837'DESCRIBED IN 1931 DESCRIPTION.
 FX3837
 FX3837                          STATION RECOVERY (1990)
 FX3837
 FX3837'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 FX3837'STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF EDENTON IN A FARMYARD
 FX3837'0.05 MILE EAST OF INTERSECTION OF NC HIGHWAYS 32 AND 37.
 FX3837'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND NC 32 IN
 FX3837'EDENTON, GO EAST ON NC 32 FOR 0.3 MILE TO RR CROSSING, CONTINUE EAST
 FX3837'FOR 4.9 MILES TO INTERSECTION OF NC 32, NC 37, AND CR 1108.  GO EAST
 FX3837'ON CR 1108 FOR 0.05 MILE TO LANE LEFT LEADING TO GALVANIZED BARN.
 FX3837'TURN LEFT INTO LANE AND SITE OF STATION NEAR GALVANIZED BARN.
 FX3837'STATION IS 61.4 M (201.4 FT) NORTH OF CENTERLINE OF CR 1108, 22.2 M
 FX3837'(72.8 FT) SW OF SW CORNER OF ELEVATOR, 20.7 M (67.9 FT) NW OF NW
 FX3837'CORNER OF GARAGE, 16.5 M (54.1 FT) E OF SE CORNER OF GALVANIZED BARN,
 FX3837'AND WNW OF A CUT-OFF UTILITY POLE.
 FX3837
 FX3837                          STATION RECOVERY (1994)
 FX3837
 FX3837'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX3837'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE CENTER POINT OF
 FX3837'THE MARK HAS BEEN OBLITERATED, HOWEVER THE REST OF THE MARK IS
 FX3837'LEGIBLE. LOCATED 67.8 FT (20.7 M) NORTH OF THE NORTHWEST CORNER OF A
 FX3837'TWO-CAR GARAGE, 13.3 FT (4.1 M) NORTHWEST OF A 10-INCH WOODEN POST.
 FX3837'REFERENCE MARKS 1,2,4,5 WERE SEARCHED FOR BUT NOT FOUND.
 FX3837
 FX3837                          STATION RECOVERY (2005)
 FX3837
 FX3837'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 FX3837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3845 ***********************************************************************
 FX3845  DESIGNATION -  BYRUM RM 5
 FX3845  PID         -  FX3845
 FX3845  STATE/COUNTY-  NC/CHOWAN
 FX3845  USGS QUAD   -  EDENTON (1981)
 FX3845
 FX3845                         *CURRENT SURVEY CONTROL
 FX3845  ___________________________________________________________________
 FX3845* NAD 83(2001)-  36 01 37.30756(N)    076 31 24.42691(W)     ADJUSTED  
 FX3845* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3845  ___________________________________________________________________
 FX3845  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 FX3845  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 FX3845  HORZ ORDER  -  SECOND
 FX3845
 FX3845.The horizontal coordinates were established by classical geodetic methods
 FX3845.and adjusted by the National Geodetic Survey in August 2005.
 FX3845
 FX3845.The orthometric height was scaled from a topographic map.
 FX3845
 FX3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3845
 FX3845.The geoid height was determined by GEOID03.
 FX3845
 FX3845;                    North         East     Units Scale Factor Converg.
 FX3845;SPC NC       -   255,383.945   832,788.520   MT  0.99996402   +1 25 45.8
 FX3845;SPC NC       -   837,872.16  2,732,240.34   sFT  0.99996402   +1 25 45.8
 FX3845;UTM  18      - 3,988,019.940   362,736.742   MT  0.99983216   -0 53 46.3
 FX3845
 FX3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3845!SPC NC       -   1.00000521  x   0.99996402  =   0.99996923
 FX3845!UTM  18      -   1.00000521  x   0.99983216  =   0.99983737
 FX3845
 FX3845                          SUPERSEDED SURVEY CONTROL
 FX3845
 FX3845  NAD 83(1993)-  36 01 37.31949(N)    076 31 24.44023(W) AD(       ) 2
 FX3845  NAD 83(1986)-  36 01 37.31987(N)    076 31 24.44085(W) AD(       ) 2
 FX3845  NAD 27      -  36 01 36.73900(N)    076 31 25.65400(W) AD(       ) 2
 FX3845
 FX3845.Superseded values are not recommended for survey control.
 FX3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3845.See file dsdata.txt to determine how the superseded data were derived.
 FX3845
 FX3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6273788020(NAD 83)
 FX3845_MARKER: DS = TRIANGULATION STATION DISK
 FX3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3845
 FX3845  HISTORY     - Date     Condition        Report By
 FX3845  HISTORY     - 1954     MONUMENTED       CGS
 FX3845  HISTORY     - 20050621 MARK NOT FOUND   USPSQD
 FX3845
 FX3845                          STATION DESCRIPTION
 FX3845
 FX3845'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 FX3845'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THE VILLAGE
 FX3845'OF EDENTON.  IT IS 22 FEET EAST OF THE NORTHEAST CORNER OF A
 FX3845'BUILDING, 15 FEET NORTH OF A FENCE, 4 FEET WEST OF A 4 INCH PIPE
 FX3845'OF FOUR WHICH SUPPORTS AN ANTENNA AND 4 FEET EAST OF THE WESTERN 4
 FX3845'INCH PIPE OF FOUR WHICH SUPPORTS AN ANTENNA.  THE MARK IS FLUSH
 FX3845'WITH THE SURFACE AND THE DISK IS STAMPED BYRUM NO 5 1931.  NOTE--11A.
 FX3845'
 FX3845'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BYRUM
 FX3845'1931 TO BYRUM NO 5 1931.  THE DISTANCE IS 1542.65 FEET OR 470.201
 FX3845'METERS.
 FX3845'
 FX3845'TO REACH FROM THE POST OFFICE AND THE JUNCTION OF U.S. HIGHWAY 17
 FX3845'AND STATE HIGHWAY 32 IN THE VILLAGE OF EDENTON, GO EAST ON STATE
 FX3845'HIGHWAY 32 FOR 0.3 MILE TO A RAILROAD CROSSING, CONTINUE ON STATE
 FX3845'HIGHWAY 32 FOR 4.95 MILES TO THE JUNCTION OF STATE HIGHWAYS 32 AND
 FX3845'37.  CONTINUE ON STATE HIGHWAY 32 FOR 0.35 MILE TO A TRACK ROAD
 FX3845'LEFT, TURN LEFT FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 FX3845
 FX3845                          STATION RECOVERY (2005)
 FX3845
 FX3845'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 FX3845'UNBLE TO LOCATE EITHER TRACK OR ANTENNA BASE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2643 ***********************************************************************
 EA2643  DESIGNATION -  C
 EA2643  PID         -  EA2643
 EA2643  STATE/COUNTY-  NC/NEW HANOVER
 EA2643  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2643
 EA2643                         *CURRENT SURVEY CONTROL
 EA2643  ___________________________________________________________________
 EA2643* NAD 83(2001)-  34 05 43.45166(N)    077 55 34.41314(W)     ADJUSTED  
 EA2643* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA2643  ___________________________________________________________________
 EA2643  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 EA2643  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2643  HORZ ORDER  -  THIRD
 EA2643
 EA2643.The horizontal coordinates were established by classical geodetic methods
 EA2643.and adjusted by the National Geodetic Survey in August 2005.
 EA2643
 EA2643.The orthometric height was scaled from a topographic map.
 EA2643
 EA2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2643
 EA2643.The geoid height was determined by GEOID03.
 EA2643
 EA2643;                    North         East     Units Scale Factor Converg.
 EA2643;SPC NC       -    38,853.795   708,696.012   MT  1.00007438   +0 37 11.1
 EA2643;SPC NC       -   127,472.83  2,325,113.50   sFT  1.00007438   +0 37 11.1
 EA2643;UTM  18      - 3,776,600.806   230,027.917   MT  1.00049856   -1 38 28.9
 EA2643;UTM  17      - 3,777,000.869   783,589.578   MT  1.00059150   +1 43 27.2
 EA2643
 EA2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2643!SPC NC       -   1.00000572  x   1.00007438  =   1.00008010
 EA2643!UTM  18      -   1.00000572  x   1.00049856  =   1.00050428
 EA2643!UTM  17      -   1.00000572  x   1.00059150  =   1.00059722
 EA2643
 EA2643                          SUPERSEDED SURVEY CONTROL
 EA2643
 EA2643  NAD 83(1986)-  34 05 43.46306(N)    077 55 34.42546(W) AD(       ) 3
 EA2643  NAD 27      -  34 05 42.84700(N)    077 55 35.47100(W) AD(       ) 3
 EA2643
 EA2643.Superseded values are not recommended for survey control.
 EA2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2643.See file dsdata.txt to determine how the superseded data were derived.
 EA2643
 EA2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3002876601(NAD 83)
 EA2643_MARKER: Z = SEE DESCRIPTION
 EA2643_SETTING: 0 = UNSPECIFIED SETTING
 EA2643_MARK LOGO: USE   
 EA2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2643
 EA2643  HISTORY     - Date     Condition        Report By
 EA2643  HISTORY     - 1917     MONUMENTED       USE
 EA2643  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2643  HISTORY     - 20040502 MARK NOT FOUND   USPSQD
 EA2643
 EA2643                          STATION DESCRIPTION
 EA2643
 EA2643'DESCRIBED BY US ENGINEERS 1917 (WCH)
 EA2643'THIS WAS ONE OF THE STATIONS ESTABLISHED BY THE ARMY ENGINEERS
 EA2643'IN THEIR TRIANGULATION OF THE CAPE FEAR RIVER.  STATION NOT
 EA2643'OCCUPIED.
 EA2643'
 EA2643'IT IS MARKED BY THE USUAL SQUARE PLATFORM OF CONCRETE WITH A
 EA2643'WOODEN POST, 4 INCHES SQUARE, SET VERTICALLY IN ITS CENTER.  THE
 EA2643'POST IS STILL IN FAIRLY GOOD CONDITION.  THE CONCRETE BASE
 EA2643'HAS SUNK SO DEEPLY INTO THE MUD THAT IT IS NOW UNDER WATER AND
 EA2643'NOT A GOOD PLACE FOR MAKING OBSERVATIONS.  IN THIS TRIANGULATION
 EA2643'IT WAS REPLACED BY THE NEW STATION KEG.  BUT A SMALL POLE WAS
 EA2643'NAILED TO THE CENTER STUB AND ITS POSITION WAS DETERMINED BY
 EA2643'INTERSECTIONS.
 EA2643
 EA2643                          STATION RECOVERY (1964)
 EA2643
 EA2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2643'LOST.  THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH
 EA2643'OF THE VICINITY.  THERE ARE NO DEFINITE REFERENCE
 EA2643'MEASUREMENTS.  STATION SHOULD BE CONSIDERED LOST.
 EA2643
 EA2643                          STATION RECOVERY (2004)
 EA2643
 EA2643'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3445 ***********************************************************************
 EY3445  DESIGNATION -  C
 EY3445  PID         -  EY3445
 EY3445  STATE/COUNTY-  NC/HYDE
 EY3445  USGS QUAD   -  PAMLICO BEACH (1974)
 EY3445
 EY3445                         *CURRENT SURVEY CONTROL
 EY3445  ___________________________________________________________________
 EY3445* NAD 83(2001)-  35 27 46.69728(N)    076 33 09.49946(W)     ADJUSTED  
 EY3445* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3445  ___________________________________________________________________
 EY3445  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 EY3445  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EY3445  HORZ ORDER  -  THIRD
 EY3445
 EY3445.The horizontal coordinates were established by classical geodetic methods
 EY3445.and adjusted by the National Geodetic Survey in August 2005.
 EY3445
 EY3445.The orthometric height was scaled from a topographic map.
 EY3445
 EY3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3445
 EY3445.The geoid height was determined by GEOID03.
 EY3445
 EY3445;                    North         East     Units Scale Factor Converg.
 EY3445;SPC NC       -   192,758.438   831,701.375   MT  0.99987936   +1 24 45.2
 EY3445;SPC NC       -   632,408.31  2,728,673.59   sFT  0.99987936   +1 24 45.2
 EY3445;UTM  18      - 3,925,494.454   359,116.101   MT  0.99984460   -0 54 03.4
 EY3445
 EY3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3445!SPC NC       -   1.00000575  x   0.99987936  =   0.99988511
 EY3445!UTM  18      -   1.00000575  x   0.99984460  =   0.99985035
 EY3445
 EY3445:                Primary Azimuth Mark                     Grid Az
 EY3445:SPC NC       -  E                                        053 49 56.1
 EY3445:UTM  18      -  E                                        056 08 44.7
 EY3445
 EY3445|---------------------------------------------------------------------|
 EY3445| PID    Reference Object                     Distance      Geod. Az  |
 EY3445|                                                           dddmmss.s |
 EY3445| EY3448 E                                   APPROX. 0.7 KM 0551441.3 |
 EY3445| EY3441 A                                   473.852 METERS 3204954.6 |
 EY3445|---------------------------------------------------------------------|
 EY3445
 EY3445                          SUPERSEDED SURVEY CONTROL
 EY3445
 EY3445  NAD 83(1986)-  35 27 46.70787(N)    076 33 09.51156(W) AD(       ) 3
 EY3445  NAD 27      -  35 27 46.10800(N)    076 33 10.77500(W) AD(       ) 3
 EY3445
 EY3445.Superseded values are not recommended for survey control.
 EY3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3445.See file dsdata.txt to determine how the superseded data were derived.
 EY3445
 EY3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5911625494(NAD 83)
 EY3445_MARKER: I = METAL ROD
 EY3445_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3445_SP_SET: OBJECT DRIVEN INTO GROUND
 EY3445_MARK LOGO: USE   
 EY3445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3445
 EY3445  HISTORY     - Date     Condition        Report By
 EY3445  HISTORY     - 1914     MONUMENTED       USE
 EY3445  HISTORY     - 1949     MARK NOT FOUND   CGS
 EY3445
 EY3445                          STATION DESCRIPTION
 EY3445
 EY3445'DESCRIBED BY US ENGINEERS 1914 (PCW)
 EY3445'STATION IS ON THE E SIDE OF PUNGO RIVER, ABOUT 1 MILE BELOW
 EY3445'QUILLEY POINT WHICH IS AT THE N END OF ENTRANCE TO SLADE CREEK,
 EY3445'ON THE EXTREME END OF THE POINT AT THE JUNCTION OF THE W BANK
 EY3445'OF THE CREEK WITH THE E BANK OF THE RIVER ON A SMALL AREA OF SAND
 EY3445'AND MUD OVERGROWN WITH GRASS.  THE TREES GROW ALMOST DOWN TO THE
 EY3445'END OF THE POINT.
 EY3445'
 EY3445'STATION IS MARKED BY 1 1/2-INCH GALVANIZED-IRON PIPE, 5 FEET
 EY3445'LONG, DRIVEN VERTICALLY IN THE GROUND AND PROJECTING 6 INCHES.  NO
 EY3445'REFERENCE MARK WAS ESTABLISHED.
 EY3445
 EY3445                          STATION RECOVERY (1949)
 EY3445
 EY3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3445'STATION NOT RECOVERED.  A THOROUGH SEARCH BY A TWO-MAN PARTY FAILED
 EY3445'TO REVEAL ANY TRACE OF THE STATION.  ACCORDING TO LOCAL INFORMATION,
 EY3445'THE SHORE HAS ERODED APPROXIMATELY 15 FEET IN THIS AREA DURING
 EY3445'THE PAST 10 YEARS AND IT IS BELIEVED THAT THIS STATION HAS BEEN
 EY3445'LOST DUE TO EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3480 ***********************************************************************
 EY3480  DESIGNATION -  C
 EY3480  PID         -  EY3480
 EY3480  STATE/COUNTY-  NC/PAMLICO
 EY3480  USGS QUAD   -  LOWLAND (1993)
 EY3480
 EY3480                         *CURRENT SURVEY CONTROL
 EY3480  ___________________________________________________________________
 EY3480* NAD 83(2001)-  35 18 08.15296(N)    076 36 55.44034(W)     ADJUSTED  
 EY3480* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3480  ___________________________________________________________________
 EY3480  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EY3480  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EY3480  HORZ ORDER  -  THIRD
 EY3480
 EY3480.The horizontal coordinates were established by classical geodetic methods
 EY3480.and adjusted by the National Geodetic Survey in August 2005.
 EY3480
 EY3480.The orthometric height was scaled from a topographic map.
 EY3480
 EY3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3480
 EY3480.The geoid height was determined by GEOID03.
 EY3480
 EY3480;                    North         East     Units Scale Factor Converg.
 EY3480;SPC NC       -   174,797.155   826,435.044   MT  0.99987298   +1 22 34.8
 EY3480;SPC NC       -   573,480.33  2,711,395.64   sFT  0.99987298   +1 22 34.8
 EY3480;UTM  18      - 3,907,760.579   353,129.671   MT  0.99986584   -0 56 01.3
 EY3480
 EY3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3480!SPC NC       -   1.00000575  x   0.99987298  =   0.99987873
 EY3480!UTM  18      -   1.00000575  x   0.99986584  =   0.99987159
 EY3480
 EY3480                          SUPERSEDED SURVEY CONTROL
 EY3480
 EY3480  NAD 83(1986)-  35 18 08.16625(N)    076 36 55.45316(W) AD(       ) 3
 EY3480  NAD 27      -  35 18 07.55500(N)    076 36 56.70900(W) AD(       ) 3
 EY3480
 EY3480.Superseded values are not recommended for survey control.
 EY3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3480.See file dsdata.txt to determine how the superseded data were derived.
 EY3480
 EY3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE5313007761(NAD 83)
 EY3480_MARKER: N = NAIL
 EY3480_SETTING: 0 = UNSPECIFIED SETTING
 EY3480_MARK LOGO: USE   
 EY3480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3480
 EY3480  HISTORY     - Date     Condition        Report By
 EY3480  HISTORY     - 1913     MONUMENTED       USE
 EY3480  HISTORY     - 1948     SEE DESCRIPTION  CGS
 EY3480
 EY3480                          STATION DESCRIPTION
 EY3480
 EY3480'DESCRIBED BY US ENGINEERS 1913 (JAB)
 EY3480'U.S. ENGINEERS TRIANGULATION STATION ON STORE POINT, 2 YARDS
 EY3480'FROM HIGH-WATER LINE.  STATION IS A NAIL SURROUNDED BY A
 EY3480'TRIANGLE IN AN 8-INCH TILE FILLED WITH CEMENT.
 EY3480
 EY3480                          STATION RECOVERY (1948)
 EY3480
 EY3480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3480'STATION WAS FOUND LYING HORIZONTALLY BENEATH TWO FEET OF
 EY3480'WATER.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3671 ***********************************************************************
 EY3671  DESIGNATION -  C
 EY3671  PID         -  EY3671
 EY3671  STATE/COUNTY-  NC/PAMLICO
 EY3671  USGS QUAD   -  VANDEMERE (1993)
 EY3671
 EY3671                         *CURRENT SURVEY CONTROL
 EY3671  ___________________________________________________________________
 EY3671* NAD 83(2001)-  35 08 10.35102(N)    076 41 45.14140(W)     ADJUSTED  
 EY3671* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3671  ___________________________________________________________________
 EY3671  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 EY3671  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EY3671  HORZ ORDER  -  THIRD
 EY3671
 EY3671.The horizontal coordinates were established by classical geodetic methods
 EY3671.and adjusted by the National Geodetic Survey in August 2005.
 EY3671
 EY3671.The orthometric height was scaled from a topographic map.
 EY3671
 EY3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3671
 EY3671.The geoid height was determined by GEOID03.
 EY3671
 EY3671;                    North         East     Units Scale Factor Converg.
 EY3671;SPC NC       -   156,208.619   819,546.461   MT  0.99987462   +1 19 47.5
 EY3671;SPC NC       -   512,494.44  2,688,795.35   sFT  0.99987462   +1 19 47.5
 EY3671;UTM  18      - 3,889,464.421   345,498.014   MT  0.99989419   -0 58 34.3
 EY3671
 EY3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3671!SPC NC       -   1.00000576  x   0.99987462  =   0.99988038
 EY3671!UTM  18      -   1.00000576  x   0.99989419  =   0.99989995
 EY3671
 EY3671|---------------------------------------------------------------------|
 EY3671| PID    Reference Object                     Distance      Geod. Az  |
 EY3671|                                                           dddmmss.s |
 EY3671| EY4833 C WM 1                                             11542     |
 EY3671| EY4834 C WM 2                                             17617     |
 EY3671| EY4835 C WM 3                                             22714     |
 EY3671| EY3638 D                                   APPROX. 1.4 KM 3195604.4 |
 EY3671|---------------------------------------------------------------------|
 EY3671
 EY3671                          SUPERSEDED SURVEY CONTROL
 EY3671
 EY3671  NAD 83(1986)-  35 08 10.36412(N)    076 41 45.15362(W) AD(       ) 3
 EY3671  NAD 27      -  35 08 09.73500(N)    076 41 46.38600(W) AD(       ) 3
 EY3671
 EY3671.Superseded values are not recommended for survey control.
 EY3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3671.See file dsdata.txt to determine how the superseded data were derived.
 EY3671
 EY3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4549889464(NAD 83)
 EY3671_MARKER: I = METAL ROD
 EY3671_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EY3671_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 EY3671
 EY3671  HISTORY     - Date     Condition        Report By
 EY3671  HISTORY     - 1913     MONUMENTED       CGS
 EY3671  HISTORY     - 1948     MARK NOT FOUND   CGS
 EY3671
 EY3671                          STATION DESCRIPTION
 EY3671
 EY3671'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (PCW)
 EY3671'THIS STATION IS ON THE S SIDE OF BAY RIVER, INSIDE OF MASON
 EY3671'BAY, ON THE SMALL GRASS-COVERED POINT ABOUT 380 YARDS W FROM
 EY3671'THE MOUTH OF THE CREEK AT THE HEAD OF MASON BAY, 4 YARDS W
 EY3671'OF A SMALL INLET WHICH IS 10 YARDS WIDE AND RUNS TO THE TREE LINE,
 EY3671'14 YARDS FROM THE WOODS IN THE REAR, THREE YARDS FROM THE SHORE
 EY3671'ON A LINE FROM THE POINT AT THE E END OF ENTRANCE TO MASON BAY.
 EY3671'
 EY3671'THE STATION IS MARKED BY A 1 1/2-INCH IRON PIPE, 5 FEET LONG,
 EY3671'PROJECTING 1 FOOT ABOVE GROUND.
 EY3671'
 EY3671'THE WITNESS MARKS ARE BLAZED TRIANGLES ON THREE PINE TREES
 EY3671'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--TO
 EY3671'WITNESS MARK NO. 1, 29.73 METERS, (97.5 FEET) S 64 DEG 18 MIN E.
 EY3671'TO WITNESS MARK NO. 2, 13.21 METERS (43.3 FEET),
 EY3671'S 03 DEG 43 MIN E.  TO WITNESS MARK NO. 3, 22.23 METERS
 EY3671'(72.9 FEET), S 47 DEG 14 MIN W.
 EY3671
 EY3671                          STATION RECOVERY (1948)
 EY3671
 EY3671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 EY3671'UNABLE TO FIND STATION AFTER 15-MINUTE SEARCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0656 ***********************************************************************
 GA0656  DESIGNATION -  C 1
 GA0656  PID         -  GA0656
 GA0656  STATE/COUNTY-  NC/YANCEY
 GA0656  USGS QUAD   -  HUNTDALE (1939)
 GA0656
 GA0656                         *CURRENT SURVEY CONTROL
 GA0656  ___________________________________________________________________
 GA0656* NAD 83(1986)-  36 00 58.     (N)    082 21 05.     (W)     SCALED    
 GA0656* NAVD 88     -       642.85   (+/-2cm)    2109.1    (feet)  VERTCON   
 GA0656  ___________________________________________________________________
 GA0656  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 GA0656  VERT ORDER  -  ? (See Below)
 GA0656
 GA0656.The horizontal coordinates were scaled from a topographic map and have
 GA0656.an estimated accuracy of +/- 6 seconds.
 GA0656
 GA0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0656.The vertical order pertains to the NGVD 29 superseded value.
 GA0656
 GA0656.The geoid height was determined by GEOID03.
 GA0656
 GA0656;                    North         East    Units  Estimated Accuracy
 GA0656;SPC NC       -   256,490.      307,560.      MT  (+/- 180 meters Scaled)
 GA0656
 GA0656                          SUPERSEDED SURVEY CONTROL
 GA0656
 GA0656  NGVD 29 (??/??/92)  642.936  (m)         2109.37   (f) ADJ UNCH    ?  
 GA0656
 GA0656.Superseded values are not recommended for survey control.
 GA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0656.See file dsdata.txt to determine how the superseded data were derived.
 GA0656
 GA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV782865(NAD 83)
 GA0656_MARKER: X = CHISELED CROSS
 GA0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GA0656_SP_SET: BRIDGE
 GA0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GA0656
 GA0656  HISTORY     - Date     Condition        Report By
 GA0656  HISTORY     - UNK      MONUMENTED       CGS
 GA0656  HISTORY     - 1938     GOOD             TVA
 GA0656
 GA0656                          STATION DESCRIPTION
 GA0656
 GA0656'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0656'AT SIOUX.
 GA0656'AT SIOUX, YANCEY COUNTY, 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 GA0656'26 FROM HUNTDALE, MITCHELL COUNTY, AT THE JUNCTION OF U.S.
 GA0656'HIGHWAY 19W AND 23, AT THE UPSTREAM SIDE OF THE BRIDGE OVER CANE
 GA0656'RIVER, AND ON THE TOP OF THE RIGHT BANK WINGWALL.  A CHISELED
 GA0656'CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1839 ***********************************************************************
 AI1839  DESIGNATION -  C 10
 AI1839  PID         -  AI1839
 AI1839  STATE/COUNTY-  NC/CHATHAM
 AI1839  USGS QUAD   -  COLERIDGE (1968)
 AI1839
 AI1839                         *CURRENT SURVEY CONTROL
 AI1839  ___________________________________________________________________
 AI1839* NAD 83(2001)-  35 37 34.75220(N)    079 30 29.16085(W)     ADJUSTED  
 AI1839* NAVD 88     -       165.2    (meters)     542.     (feet)  H LEVEL   
 AI1839  ___________________________________________________________________
 AI1839  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AI1839  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AI1839  HORZ ORDER  -  SECOND
 AI1839
 AI1839.The horizontal coordinates were established by classical geodetic methods
 AI1839.and adjusted by the National Geodetic Survey in August 2005.
 AI1839
 AI1839.The orthometric height was determined by differential leveling
 AI1839.between control points not connected to bench marks.
 AI1839
 AI1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1839
 AI1839.The geoid height was determined by GEOID03.
 AI1839
 AI1839;                    North         East     Units Scale Factor Converg.
 AI1839;SPC NC       -   208,259.855   563,578.965   MT  0.99989390   -0 17 35.7
 AI1839;SPC NC       -   683,265.87  1,849,008.65   sFT  0.99989390   -0 17 35.7
 AI1839;UTM  17      - 3,943,527.852   635,097.801   MT  0.99982491   +0 52 09.0
 AI1839
 AI1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1839!SPC NC       -   0.99997887  x   0.99989390  =   0.99987277
 AI1839!UTM  17      -   0.99997887  x   0.99982491  =   0.99980378
 AI1839
 AI1839                          SUPERSEDED SURVEY CONTROL
 AI1839
 AI1839  NAD 83(1986)-  35 37 34.75886(N)    079 30 29.16852(W) AD(       ) 2
 AI1839
 AI1839.Superseded values are not recommended for survey control.
 AI1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1839.See file dsdata.txt to determine how the superseded data were derived.
 AI1839
 AI1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3509843528(NAD 83)
 AI1839_MARKER: DB = BENCH MARK DISK
 AI1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1839_STAMPING: C 10 30TH ENGINEERS 1963 545.8
 AI1839_MARK LOGO: USGS  
 AI1839_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1839+STABILITY: SURFACE MOTION
 AI1839
 AI1839  HISTORY     - Date     Condition        Report By
 AI1839  HISTORY     - 1963     MONUMENTED       USE
 AI1839  HISTORY     - 19890717 SEE DESCRIPTION  NCGS
 AI1839
 AI1839                          STATION DESCRIPTION
 AI1839
 AI1839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1839'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) WEST-SOUTHWEST OF BONLEE AND
 AI1839'11.43 KM (7.10 MI) SOUTH-SOUTHWEST OF SILER CITY. ALONG SR 1100
 AI1839'(AIRPORT ROAD) FOR 12.2 KM (7.60 MI) SOUTH FROM SR 1107-OLD US 64 (ON
 AI1839'WEST SIDE OF SILER CITY) TO SR 1005 (BONLEE-BENNETT ROAD), IN
 AI1839'NORTHEAST QUADRANT. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD AND
 AI1839'PROJECTING 2 INCHES ABOVE GROUND. LOCATED 8.5 M (27.9 FT)
 AI1839'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1005, 10.90 M (35.76 FT)
 AI1839'NORTHEAST OF THE CENTERLINE OF SR 1100, 4.32 M (14.17 FT) EAST OF THE
 AI1839'EAST END OF A ROAD CULVERT, 33.62 M (110.30 FT) SOUTHWEST OF THE
 AI1839'SOUTHWEST CORNER OF A BLOCK STORE, AND 0.42 M (1.38 FT)
 AI1839'SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG RECOVERY ON
 AI1839'11-24-92 BY NCGS FOUND POST BROKEN OFF AND DISK WAS RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0856 ***********************************************************************
 EY0856  DESIGNATION -  C 100
 EY0856  PID         -  EY0856
 EY0856  STATE/COUNTY-  NC/WILSON
 EY0856  USGS QUAD   -  STANTONSBURG (1978)
 EY0856
 EY0856                         *CURRENT SURVEY CONTROL
 EY0856  ___________________________________________________________________
 EY0856* NAD 83(1986)-  35 35 44.     (N)    077 47 23.     (W)     SCALED    
 EY0856* NAVD 88     -        18.455  (meters)      60.55   (feet)  POSTED    
 EY0856  ___________________________________________________________________
 EY0856  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 EY0856  DYNAMIC HT  -          18.440 (meters)      60.50  (feet)  COMP
 EY0856  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 EY0856
 EY0856  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0856
 EY0856.The horizontal coordinates were scaled from a topographic map and have
 EY0856.an estimated accuracy of +/- 6 seconds.
 EY0856
 EY0856.The orthometric height was determined by differential leveling
 EY0856.and adjusted by the  in 1992.
 EY0856.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0856.rate of 0.0 thru 1.0 mm/km.
 EY0856
 EY0856.The geoid height was determined by GEOID03.
 EY0856
 EY0856.The dynamic height is computed by dividing the NAVD 88
 EY0856.geopotential number by the normal gravity value computed on the
 EY0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0856.degrees latitude (g = 980.6199 gals.).
 EY0856
 EY0856.The modeled gravity was interpolated from observed gravity values.
 EY0856
 EY0856;                    North         East    Units  Estimated Accuracy
 EY0856;SPC NC       -   205,400.      719,260.      MT  (+/- 180 meters Scaled)
 EY0856
 EY0856                          SUPERSEDED SURVEY CONTROL
 EY0856
 EY0856  NGVD 29 (??/??/92)   18.796  (m)           61.67   (f) ADJ UNCH    2 0
 EY0856
 EY0856.Superseded values are not recommended for survey control.
 EY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0856.See file dsdata.txt to determine how the superseded data were derived.
 EY0856
 EY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE472426(NAD 83)
 EY0856_MARKER: DB = BENCH MARK DISK
 EY0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0856_STAMPING: C 100 1935
 EY0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0856+STABILITY: SURFACE MOTION
 EY0856
 EY0856  HISTORY     - Date     Condition        Report By
 EY0856  HISTORY     - 1935     MONUMENTED       CGS
 EY0856  HISTORY     - 1968     MARK NOT FOUND   NGS
 EY0856  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 EY0856
 EY0856                          STATION DESCRIPTION
 EY0856
 EY0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0856'AT STANTONSBURG.
 EY0856'IN WILSON COUNTY, 2.1 MILES EAST ALONG THE NORFOLK SOUTHERN
 EY0856'RAILROAD FROM THE STATION AT STANTONSBURG, WILSON COUNTY, 2.5
 EY0856'MILES WEST OF THE STATION AT APPIE, GREENE COUNTY, 10 POLES EAST
 EY0856'OF A WOODEN TRESTLE, 30 YARDS EAST OF A ROAD CROSSING, AND 16.7
 EY0856'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED C 100 1935
 EY0856'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EY0856'GROUND.
 EY0856
 EY0856                          STATION RECOVERY (1968)
 EY0856
 EY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 EY0856'MARK NOT FOUND.
 EY0856
 EY0856                          STATION RECOVERY (1976)
 EY0856
 EY0856'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 EY0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0081 ***********************************************************************
 EZ0081  DESIGNATION -  C 101
 EZ0081  PID         -  EZ0081
 EZ0081  STATE/COUNTY-  NC/WAKE
 EZ0081  USGS QUAD   -  KNIGHTDALE (1993)
 EZ0081
 EZ0081                         *CURRENT SURVEY CONTROL
 EZ0081  ___________________________________________________________________
 EZ0081* NAD 83(1986)-  35 46 59.     (N)    078 22 42.     (W)     SCALED    
 EZ0081* NAVD 88     -        97.217  (meters)     318.95   (feet)  ADJUSTED  
 EZ0081  ___________________________________________________________________
 EZ0081  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 EZ0081  DYNAMIC HT  -          97.130 (meters)     318.67  (feet)  COMP
 EZ0081  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 EZ0081
 EZ0081  VERT ORDER  -  SECOND    CLASS 0
 EZ0081
 EZ0081.The horizontal coordinates were scaled from a topographic map and have
 EZ0081.an estimated accuracy of +/- 6 seconds.
 EZ0081
 EZ0081.The orthometric height was determined by differential leveling
 EZ0081.and adjusted in June 1991.
 EZ0081
 EZ0081.The geoid height was determined by GEOID03.
 EZ0081
 EZ0081.The dynamic height is computed by dividing the NAVD 88
 EZ0081.geopotential number by the normal gravity value computed on the
 EZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0081.degrees latitude (g = 980.6199 gals.).
 EZ0081
 EZ0081.The modeled gravity was interpolated from observed gravity values.
 EZ0081
 EZ0081;                    North         East    Units  Estimated Accuracy
 EZ0081;SPC NC       -   225,710.      665,800.      MT  (+/- 180 meters Scaled)
 EZ0081
 EZ0081                          SUPERSEDED SURVEY CONTROL
 EZ0081
 EZ0081  NGVD 29 (??/??/92)   97.507  (m)          319.90   (f) ADJ UNCH    2 0
 EZ0081
 EZ0081.Superseded values are not recommended for survey control.
 EZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0081.See file dsdata.txt to determine how the superseded data were derived.
 EZ0081
 EZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV369630(NAD 83)
 EZ0081_MARKER: DB = BENCH MARK DISK
 EZ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0081_STAMPING: C 101 1935
 EZ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0081+STABILITY: SURFACE MOTION
 EZ0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ0081+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2007
 EZ0081
 EZ0081  HISTORY     - Date     Condition        Report By
 EZ0081  HISTORY     - 1935     MONUMENTED       CGS
 EZ0081  HISTORY     - 1942     GOOD             NGS
 EZ0081  HISTORY     - 1942     GOOD             NGS
 EZ0081  HISTORY     - 1976     GOOD             NGS
 EZ0081  HISTORY     - 20070123 GOOD             GEOCAC
 EZ0081
 EZ0081                          STATION DESCRIPTION
 EZ0081
 EZ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EZ0081'0.5 MI NW FROM WENDELL.
 EZ0081'0.5 MILE NORTHWEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 EZ0081'STATION AT WENDELL, WAKE COUNTY, 35 YARDS SOUTHEAST OF MILEPOST
 EZ0081'214, AND 13.7 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 EZ0081'STAMPED C 101 1935 AND SET IN THE TOP OF A CONCRETE POST
 EZ0081'PROJECTING 5 INCHES ABOVE GROUND.
 EZ0081
 EZ0081                          STATION RECOVERY (1942)
 EZ0081
 EZ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 EZ0081'0.5 MILE NORTHWEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 EZ0081'STATION AT WENDELL, WAKE COUNTY, 35 YARDS SOUTHEAST OF MILEPOST 214,
 EZ0081'AND 13.7 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED C 101
 EZ0081'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 EZ0081'GROUND.
 EZ0081
 EZ0081                          STATION RECOVERY (1976)
 EZ0081
 EZ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EZ0081'RECOVERED IN GOOD CONDITION.
 EZ0081
 EZ0081                          STATION RECOVERY (2007)
 EZ0081
 EZ0081'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ0081'RECOVERED AS DESCRIBED, EXCEPT MONUMENT NOW PROJECTS 2 INCHES (NOT 5
 EZ0081'INCHES). HH2 GPS COORDINATES
 EZ0081'N35 46 58.7, W078 22 40.9.
 EZ0081' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0187 ***********************************************************************
 EA0187  DESIGNATION -  C 103
 EA0187  PID         -  EA0187
 EA0187  STATE/COUNTY-  NC/CARTERET
 EA0187  USGS QUAD   -  HARKERS ISLAND (1983)
 EA0187
 EA0187                         *CURRENT SURVEY CONTROL
 EA0187  ___________________________________________________________________
 EA0187* NAD 83(1986)-  34 40 26.     (N)    076 37 21.     (W)     SCALED    
 EA0187* NAVD 88     -         2.759  (meters)       9.05   (feet)  ADJUSTED  
 EA0187  ___________________________________________________________________
 EA0187  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 EA0187  DYNAMIC HT  -           2.756 (meters)       9.04  (feet)  COMP
 EA0187  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 EA0187
 EA0187  VERT ORDER  -  SECOND    CLASS 0
 EA0187
 EA0187.The horizontal coordinates were scaled from a topographic map and have
 EA0187.an estimated accuracy of +/- 6 seconds.
 EA0187
 EA0187.The orthometric height was determined by differential leveling
 EA0187.and adjusted in June 1991.
 EA0187
 EA0187.The geoid height was determined by GEOID03.
 EA0187
 EA0187.The dynamic height is computed by dividing the NAVD 88
 EA0187.geopotential number by the normal gravity value computed on the
 EA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0187.degrees latitude (g = 980.6199 gals.).
 EA0187
 EA0187.The modeled gravity was interpolated from observed gravity values.
 EA0187
 EA0187;                    North         East    Units  Estimated Accuracy
 EA0187;SPC NC       -   105,100.      827,460.      MT  (+/- 180 meters Scaled)
 EA0187
 EA0187                          SUPERSEDED SURVEY CONTROL
 EA0187
 EA0187  NGVD 29 (??/??/92)    3.092  (m)           10.14   (f) ADJ UNCH    2 0
 EA0187
 EA0187.Superseded values are not recommended for survey control.
 EA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0187.See file dsdata.txt to determine how the superseded data were derived.
 EA0187
 EA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD513380(NAD 83)
 EA0187_MARKER: DB = BENCH MARK DISK
 EA0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0187_SP_SET: 40 FEET
 EA0187_STAMPING: C 103 1960
 EA0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0187
 EA0187  HISTORY     - Date     Condition        Report By
 EA0187  HISTORY     - 1960     MONUMENTED       CGS
 EA0187  HISTORY     - 20060915 MARK NOT FOUND   USPSQD
 EA0187
 EA0187                          STATION DESCRIPTION
 EA0187
 EA0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0187'IN SHACKLEFORD BANKS.
 EA0187'ON SHACKLEFORD BANKS, ABOUT 2.4 MILES SOUTHEAST OF NORTHWEST
 EA0187'END OF BANKS AND BEAUFORT INLET, ALONG THE OCEAN-SIDE OF BANKS,
 EA0187'ON THE SOUTHEAST SIDE OF A SMALL RAVINE EXTENDING THRU SAND
 EA0187'DUNES, 86 FEET NORTHEAST OF HIGH WATER LINE ON BEACH AND ABOUT
 EA0187'10 FEET ABOVE HIGH WATER LINE, 16 FEET WEST OF A 10-INCH STUMP
 EA0187'ON TOP OF A SAND DUNE, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST,
 EA0187'AND SET ON TOP OF A COPPER-COATED STEEL ROD PROJECTING 6 INCHES
 EA0187'WHICH IS PROTECTED BY A 4-INCH ORANGEBURG PIPE PROJECTING 24
 EA0187'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 EA0187
 EA0187                          STATION RECOVERY (2006)
 EA0187
 EA0187'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA0187'THE LAT/LONG OF THIS MARKER PUTS IT IN THE MIDDLE OF THE BEACH.  THERE
 EA0187'IS NO RAVINE EXTENDING THROUGH THE SAND DUNES AND NO 10 INCH STUMP.
 EA0187'IF THIS L/L IS CORRECT IT IS GONE.
 EA0187' 
 EA0187'WE DID FIND A SIMILARLY DESCRIBED MARKER A COUPLE HUNDRED FEET INLAND
 EA0187'ON TOP OF A DUNE.  IT IS MARKED BY A FIBERGLAS WITNESS POST THAT IS
 EA0187'JUST ABOUT READY TO BREAK APART, NEXT TO A WOODEN POST AND NEXT TO AN
 EA0187'IRON PIPE WITH A COVER ON IT.  IT'S LAT/LONG IS N34 40 28.0/W076 37
 EA0187'17.5.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0075 ***********************************************************************
 EA0075  DESIGNATION -  C 104
 EA0075  PID         -  EA0075
 EA0075  STATE/COUNTY-  NC/CARTERET
 EA0075  USGS QUAD   -  STYRON BAY (1971)
 EA0075
 EA0075                         *CURRENT SURVEY CONTROL
 EA0075  ___________________________________________________________________
 EA0075* NAD 83(1986)-  34 52 06.     (N)    076 17 55.     (W)     SCALED    
 EA0075* NAVD 88     -         1.124  (meters)       3.69   (feet)  ADJUSTED  
 EA0075  ___________________________________________________________________
 EA0075  GEOID HEIGHT-         -37.83  (meters)                     GEOID03
 EA0075  DYNAMIC HT  -           1.123 (meters)       3.68  (feet)  COMP
 EA0075  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 EA0075
 EA0075  VERT ORDER  -  SECOND    CLASS 0
 EA0075
 EA0075.The horizontal coordinates were scaled from a topographic map and have
 EA0075.an estimated accuracy of +/- 6 seconds.
 EA0075
 EA0075.The orthometric height was determined by differential leveling
 EA0075.and adjusted in June 1991.
 EA0075
 EA0075.The geoid height was determined by GEOID03.
 EA0075
 EA0075.The dynamic height is computed by dividing the NAVD 88
 EA0075.geopotential number by the normal gravity value computed on the
 EA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0075.degrees latitude (g = 980.6199 gals.).
 EA0075
 EA0075.The modeled gravity was interpolated from observed gravity values.
 EA0075
 EA0075;                    North         East    Units  Estimated Accuracy
 EA0075;SPC NC       -   127,420.      856,540.      MT  (+/- 180 meters Scaled)
 EA0075
 EA0075                          SUPERSEDED SURVEY CONTROL
 EA0075
 EA0075  NGVD 29 (??/??/92)    1.468  (m)            4.82   (f) ADJ UNCH    2 0
 EA0075
 EA0075.Superseded values are not recommended for survey control.
 EA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0075.See file dsdata.txt to determine how the superseded data were derived.
 EA0075
 EA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD813592(NAD 83)
 EA0075_MARKER: DB = BENCH MARK DISK
 EA0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0075_SP_SET: 48 FT
 EA0075_STAMPING: C 104 1960
 EA0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0075
 EA0075  HISTORY     - Date     Condition        Report By
 EA0075  HISTORY     - 1960     MONUMENTED       CGS
 EA0075
 EA0075                          STATION DESCRIPTION
 EA0075
 EA0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EA0075'21.4 MI NE FROM CAPE LOOKOUT.
 EA0075'ABOUT 21.4 MILES NORTHEAST ALONG TELEPHONE LINE ALONG CORE BANKS
 EA0075'FROM THE LIGHTHOUSE AT CAPE LOOKOUT, ABOUT 0.9 MILE NORTHEAST OF
 EA0075'OLD ABANDONED ATLANTIC COAST GUARD STATION, 1.0 MILE SOUTHWEST OF
 EA0075'THE SOUTHWEST BANK OF DRUM INLET, 9 FEET SOUTHWEST OF TELEPHONE
 EA0075'POLE NO. 645 AND IS IN LINE WITH ROW OF POLES, AND IS A DISK ON
 EA0075'COPPER COATED STEEL ROD PROJECTING 6 INCHES AND PROTECTED BY A
 EA0075'4-INCH ORANGEBURG PIPE PROJECTING 20 INCHES.  THE ROD WAS DRIVEN
 EA0075'TO A DEPTH OF 48 FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0023 ***********************************************************************
 EA0023  DESIGNATION -  C 108
 EA0023  PID         -  EA0023
 EA0023  STATE/COUNTY-  NC/CARTERET
 EA0023  USGS QUAD   -  DAVIS (1983)
 EA0023
 EA0023                         *CURRENT SURVEY CONTROL
 EA0023  ___________________________________________________________________
 EA0023* NAD 83(1986)-  34 52 24.     (N)    076 23 13.     (W)     SCALED    
 EA0023* NAVD 88     -         0.773  (meters)       2.54   (feet)  ADJUSTED  
 EA0023  ___________________________________________________________________
 EA0023  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 EA0023  DYNAMIC HT  -           0.773 (meters)       2.54  (feet)  COMP
 EA0023  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 EA0023
 EA0023  VERT ORDER  -  SECOND    CLASS 0
 EA0023
 EA0023.The horizontal coordinates were scaled from a topographic map and have
 EA0023.an estimated accuracy of +/- 6 seconds.
 EA0023
 EA0023.The orthometric height was determined by differential leveling
 EA0023.and adjusted in June 1991.
 EA0023
 EA0023.The geoid height was determined by GEOID03.
 EA0023
 EA0023.The dynamic height is computed by dividing the NAVD 88
 EA0023.geopotential number by the normal gravity value computed on the
 EA0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0023.degrees latitude (g = 980.6199 gals.).
 EA0023
 EA0023.The modeled gravity was interpolated from observed gravity values.
 EA0023
 EA0023;                    North         East    Units  Estimated Accuracy
 EA0023;SPC NC       -   127,760.      848,460.      MT  (+/- 180 meters Scaled)
 EA0023
 EA0023                          SUPERSEDED SURVEY CONTROL
 EA0023
 EA0023  NGVD 29 (??/??/92)    1.074  (m)            3.52   (f) ADJ UNCH    2 0
 EA0023
 EA0023.Superseded values are not recommended for survey control.
 EA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0023.See file dsdata.txt to determine how the superseded data were derived.
 EA0023
 EA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD732598(NAD 83)
 EA0023_MARKER: DB = BENCH MARK DISK
 EA0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0023_STAMPING: C 108 1962
 EA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0023+STABILITY: SURFACE MOTION
 EA0023
 EA0023  HISTORY     - Date     Condition        Report By
 EA0023  HISTORY     - 1962     MONUMENTED       CGS
 EA0023  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EA0023
 EA0023                          STATION DESCRIPTION
 EA0023
 EA0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EA0023'0.9 MI SE FROM SEALEVEL.
 EA0023'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 70 FROM THE SEALEVEL
 EA0023'HOSPITAL, NEAR THE JUNCTION OF COUNTY ROAD NO. 1373 LEADING TO
 EA0023'THE SEALEVEL LANDING, 30.1 FEET NORTHEAST OF THE CENTER LINE OF
 EA0023'THE HIGHWAY, 41 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 33.2
 EA0023'FEET SOUTH OF THE SOUTH CORNER OF A WOODEN CHURCH BUILDING, 4
 EA0023'FEET WEST OF A WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 EA0023'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJCTING 2 INCHES
 EA0023'ABOVE THE LEVEL OF THE GROUND.
 EA0023
 EA0023                          STATION RECOVERY (1982)
 EA0023
 EA0023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA0023'WOODEN CHURCH HAS BEEN TORN DOWN AND REPLACED WITH CONCRETE BLOCK
 EA0023'BUILDING, AREA HAS BEEN GRADED AND SIDEWALK ADDED IN VICINITY OF MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0449 ***********************************************************************
 EB0449  DESIGNATION -  C 109
 EB0449  PID         -  EB0449
 EB0449  STATE/COUNTY-  NC/COLUMBUS
 EB0449  USGS QUAD   -  CHADBOURN (1986)
 EB0449
 EB0449                         *CURRENT SURVEY CONTROL
 EB0449  ___________________________________________________________________
 EB0449* NAD 83(1986)-  34 18 17.     (N)    078 49 49.     (W)     SCALED    
 EB0449* NAVD 88     -        32.856  (meters)     107.80   (feet)  ADJUSTED  
 EB0449  ___________________________________________________________________
 EB0449  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 EB0449  DYNAMIC HT  -          32.825 (meters)     107.69  (feet)  COMP
 EB0449  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 EB0449
 EB0449  VERT ORDER  -  FIRST     CLASS I
 EB0449
 EB0449.The horizontal coordinates were scaled from a topographic map and have
 EB0449.an estimated accuracy of +/- 6 seconds.
 EB0449
 EB0449.The orthometric height was determined by differential leveling
 EB0449.and adjusted in June 1991.
 EB0449
 EB0449.The geoid height was determined by GEOID03.
 EB0449
 EB0449.The dynamic height is computed by dividing the NAVD 88
 EB0449.geopotential number by the normal gravity value computed on the
 EB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0449.degrees latitude (g = 980.6199 gals.).
 EB0449
 EB0449.The modeled gravity was interpolated from observed gravity values.
 EB0449
 EB0449;                    North         East    Units  Estimated Accuracy
 EB0449;SPC NC       -    61,550.      625,230.      MT  (+/- 180 meters Scaled)
 EB0449
 EB0449                          SUPERSEDED SURVEY CONTROL
 EB0449
 EB0449  NGVD 29 (03/21/89)   33.162  (m)          108.80   (f) ADJUSTED    1 1
 EB0449
 EB0449.Superseded values are not recommended for survey control.
 EB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0449.See file dsdata.txt to determine how the superseded data were derived.
 EB0449
 EB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT996980(NAD 83)
 EB0449_MARKER: DB = BENCH MARK DISK
 EB0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EB0449_SP_SET: 64 FEET
 EB0449_STAMPING: C 109 1962
 EB0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0449
 EB0449  HISTORY     - Date     Condition        Report By
 EB0449  HISTORY     - 1962     MONUMENTED       CGS
 EB0449  HISTORY     - 1979     GOOD             NGS
 EB0449
 EB0449                          STATION DESCRIPTION
 EB0449
 EB0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 EB0449'1.5 MI S FROM CHADBOURN.
 EB0449'ABOUT 0.2 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0449'FROM THE STATION AT CHADBOURN, THENCE 1.3 MILES SOUTH ALONG
 EB0449'THE ATLANTIC COAST LINE RAILROAD, 0.1 MILE NORTHEAST OF MILEPOST
 EB0449'CH 299, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET NORTH
 EB0449'OF A TELEPHONE POLE, 90 FEET NORTHWEST OF THE NORTH CORNER OF
 EB0449'A WHITE FRAME HOUSE, 108 FEET NORTHEAST OF THE CENTER OF A DIRT
 EB0449'ROAD LEASING TO TWO HOUSES, 3.4 FEET SOUTHEAST OF A STEEL
 EB0449'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON A
 EB0449'COPPER COATED STEEL ROD, FLUSH, AND PROTECTED BY A 6 INCH TILE
 EB0449'WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 64 FEET.
 EB0449
 EB0449                          STATION RECOVERY (1979)
 EB0449
 EB0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1452 ***********************************************************************
 EZ1452  DESIGNATION -  C 11
 EZ1452  PID         -  EZ1452
 EZ1452  STATE/COUNTY-  NC/LEE
 EZ1452  USGS QUAD   -  MURCHISONTOWN (1981)
 EZ1452
 EZ1452                         *CURRENT SURVEY CONTROL
 EZ1452  ___________________________________________________________________
 EZ1452* NAD 83(1986)-  35 20 45.     (N)    079 13 31.     (W)     SCALED    
 EZ1452* NAVD 88     -       106.329  (meters)     348.85   (feet)  ADJUSTED  
 EZ1452  ___________________________________________________________________
 EZ1452  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 EZ1452  DYNAMIC HT  -         106.236 (meters)     348.54  (feet)  COMP
 EZ1452  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 EZ1452
 EZ1452  VERT ORDER  -  FIRST     CLASS II
 EZ1452
 EZ1452.The horizontal coordinates were scaled from a topographic map and have
 EZ1452.an estimated accuracy of +/- 6 seconds.
 EZ1452
 EZ1452.The orthometric height was determined by differential leveling
 EZ1452.and adjusted in June 1991.
 EZ1452
 EZ1452.The geoid height was determined by GEOID03.
 EZ1452
 EZ1452.The dynamic height is computed by dividing the NAVD 88
 EZ1452.geopotential number by the normal gravity value computed on the
 EZ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1452.degrees latitude (g = 980.6199 gals.).
 EZ1452
 EZ1452.The modeled gravity was interpolated from observed gravity values.
 EZ1452
 EZ1452;                    North         East    Units  Estimated Accuracy
 EZ1452;SPC NC       -   177,050.      589,130.      MT  (+/- 180 meters Scaled)
 EZ1452
 EZ1452                          SUPERSEDED SURVEY CONTROL
 EZ1452
 EZ1452  NGVD 29 (10/06/93)  106.567  (m)          349.63   (f) ADJUSTED    1 2
 EZ1452
 EZ1452.Superseded values are not recommended for survey control.
 EZ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1452.See file dsdata.txt to determine how the superseded data were derived.
 EZ1452
 EZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV612128(NAD 83)
 EZ1452_MARKER: DB = BENCH MARK DISK
 EZ1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1452_STAMPING: 349.563 C 11 1918
 EZ1452_PROJECTION: PROJECTING 20 CENTIMETERS
 EZ1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1452+STABILITY: SURFACE MOTION
 EZ1452
 EZ1452  HISTORY     - Date     Condition        Report By
 EZ1452  HISTORY     - 1918     MONUMENTED       CGS
 EZ1452  HISTORY     - 1934     GOOD             NGS
 EZ1452  HISTORY     - 1963     GOOD             NGS
 EZ1452  HISTORY     - 1980     GOOD             NCGS
 EZ1452
 EZ1452                          STATION DESCRIPTION
 EZ1452
 EZ1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EZ1452'2.2 MI NE FROM CAMERON.
 EZ1452'IN LEE COUNTY, 2-1/4 MILES NORTHEAST ALONG THE SEABOARD AIR
 EZ1452'LINE RAILWAY FROM CAMERON, MOORE COUNTY, 165 FEET SOUTH OF
 EZ1452'MILEPOST 209, AND 25 FEET WEST OF THE TRACK.  A STANDARD DISK,
 EZ1452'STAMPED 349.563 C 11 1918 AND SET IN THE TOP OF A CONCRETE
 EZ1452'POST PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 EZ1452
 EZ1452                          STATION RECOVERY (1963)
 EZ1452
 EZ1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EZ1452'RECOVERED IN GOOD CONDITION.
 EZ1452
 EZ1452                          STATION RECOVERY (1980)
 EZ1452
 EZ1452'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1452'2.3 MILES NORTH ALONG U.S. 1 FROM INTERSECTION WITH N.C. 24-27 IN
 EZ1452'CAMERON, THENCE 0.55 MILE EAST ALONG SR 1173, THENCE 0.35 MILE
 EZ1452'NORTHEAST ALONG SEABOARD COAST LINE RAILROAD AND 0.1 MILE NORTH OF A
 EZ1452'WHISTLE POST, 165.0 FEET SOUTH OF MILEPOST 209, 16.3 FEET WEST OF WEST
 EZ1452'RAIL AND 79.5 FEET NORTHEAST OF TELEGRAPH POLE WITH REFERENCE
 EZ1452'TAG.
 EZ1452'THE MARK IS 1.1 FT  NE FROM A WITNESS POST.
 EZ1452'THE MARK IS 2 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1804 ***********************************************************************
 AI1804  DESIGNATION -  C 11
 AI1804  PID         -  AI1804
 AI1804  STATE/COUNTY-  NC/CHATHAM
 AI1804  USGS QUAD   -  SILER CITY (1988)
 AI1804
 AI1804                         *CURRENT SURVEY CONTROL
 AI1804  ___________________________________________________________________
 AI1804* NAD 83(2007)-  35 38 11.87466(N)    079 28 30.05939(W)     ADJUSTED  
 AI1804* NAVD 88     -       178.7    (meters)     586.     (feet)  GPS OBS   
 AI1804  ___________________________________________________________________
 AI1804  EPOCH DATE  -        2002.00
 AI1804  X           -     947,975.175 (meters)                     COMP
 AI1804  Y           -  -5,102,398.643 (meters)                     COMP
 AI1804  Z           -   3,695,585.314 (meters)                     COMP
 AI1804  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AI1804  ELLIP HEIGHT-         148.129 (meters)          (02/10/07) ADJUSTED
 AI1804  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AI1804
 AI1804  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1804  Type    PID    Designation                      North   East  Ellip
 AI1804  -------------------------------------------------------------------
 AI1804  NETWORK AI1804 C 11                              8.53   5.63  14.50
 AI1804  -------------------------------------------------------------------
 AI1804
 AI1804.The horizontal coordinates were established by GPS observations
 AI1804.and adjusted by the National Geodetic Survey in February 2007.
 AI1804
 AI1804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1804.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1804.The horizontal coordinates are valid at the epoch date displayed above.
 AI1804.The epoch date for horizontal control is a decimal equivalence
 AI1804.of Year/Month/Day.
 AI1804
 AI1804.The orthometric height was determined by GPS observations and a
 AI1804.high-resolution geoid model.
 AI1804
 AI1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1804
 AI1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1804
 AI1804.The ellipsoidal height was determined by GPS observations
 AI1804.and is referenced to NAD 83.
 AI1804
 AI1804.The geoid height was determined by GEOID03.
 AI1804
 AI1804;                    North         East     Units Scale Factor Converg.
 AI1804;SPC NC       -   209,388.999   566,581.046   MT  0.99989509   -0 16 27.0
 AI1804;SPC NC       -   686,970.41  1,858,857.98   sFT  0.99989509   -0 16 27.0
 AI1804;UTM  17      - 3,944,717.599   638,076.160   MT  0.99983494   +0 53 19.2
 AI1804
 AI1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1804!SPC NC       -   0.99997675  x   0.99989509  =   0.99987184
 AI1804!UTM  17      -   0.99997675  x   0.99983494  =   0.99981169
 AI1804
 AI1804                          SUPERSEDED SURVEY CONTROL
 AI1804
 AI1804  NAD 83(2001)-  35 38 11.87474(N)    079 28 30.05962(W) AD(       ) 1
 AI1804  ELLIP H (03/13/03)  148.145  (m)                       GP(       ) 4 2
 AI1804  NAD 83(1986)-  35 38 11.88151(N)    079 28 30.06751(W) AD(       ) 1
 AI1804
 AI1804.Superseded values are not recommended for survey control.
 AI1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1804.See file dsdata.txt to determine how the superseded data were derived.
 AI1804
 AI1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3807644718(NAD 83)
 AI1804_MARKER: DB = BENCH MARK DISK
 AI1804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI1804_STAMPING: C 11 30TH ENGINEERS 1963 587.0
 AI1804_MARK LOGO: USGS  
 AI1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1804+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1989
 AI1804
 AI1804  HISTORY     - Date     Condition        Report By
 AI1804  HISTORY     - 1963     MONUMENTED       USE
 AI1804  HISTORY     - 19890712 GOOD             NCGS
 AI1804
 AI1804                          STATION DESCRIPTION
 AI1804
 AI1804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1804'STATION IS LOCATED ABOUT 5.53 KM (3.45 MI) WEST OF BONLEE AND 9.58 KM
 AI1804'(5.95 MI) SOUTH OF SILER CITY. ALONG SR 1005 (BONLEE-BENNETT ROAD) FOR
 AI1804'5.6 KM (3.45 MI) WEST FROM BONLEE POST OFFICE TO SR 1006 (SILER
 AI1804'CITY-GLENDON ROAD), IN SOUTHEAST QUADRANT OF THE CROSSROADS. MARK IS
 AI1804'LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 7.32 M (24.02 FT) EAST
 AI1804'OF THE CENTERLINE OF SR 1006, 31.39 M (102.99 FT) SOUTHEAST OF THE
 AI1804'CENTERLINE OF THE CROSSROADS, 14.4 M (47.2 FT) WEST-NORTHWEST OF THE
 AI1804'NORTHWEST CORNER OF--FRENCHIES STORE--, 3.08 M (10.10 FT) NORTH OF THE
 AI1804'EAST END OF A ROAD CULVERT, AND 1.4 M (4.6 FT) NORTHWEST OF A POWER
 AI1804'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0280 ***********************************************************************
 EA0280  DESIGNATION -  C 110
 EA0280  PID         -  EA0280
 EA0280  STATE/COUNTY-  NC/JONES
 EA0280  USGS QUAD   -  MAYSVILLE (1994)
 EA0280
 EA0280                         *CURRENT SURVEY CONTROL
 EA0280  ___________________________________________________________________
 EA0280* NAD 83(1986)-  34 58 30.     (N)    077 14 14.     (W)     SCALED    
 EA0280* NAVD 88     -        11.704  (meters)      38.40   (feet)  ADJUSTED  
 EA0280  ___________________________________________________________________
 EA0280  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EA0280  DYNAMIC HT  -          11.693 (meters)      38.36  (feet)  COMP
 EA0280  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EA0280
 EA0280  VERT ORDER  -  FIRST     CLASS I
 EA0280
 EA0280.The horizontal coordinates were scaled from a topographic map and have
 EA0280.an estimated accuracy of +/- 6 seconds.
 EA0280
 EA0280.The orthometric height was determined by differential leveling
 EA0280.and adjusted in June 1991.
 EA0280
 EA0280.The geoid height was determined by GEOID03.
 EA0280
 EA0280.The dynamic height is computed by dividing the NAVD 88
 EA0280.geopotential number by the normal gravity value computed on the
 EA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0280.degrees latitude (g = 980.6199 gals.).
 EA0280
 EA0280.The modeled gravity was interpolated from observed gravity values.
 EA0280
 EA0280;                    North         East    Units  Estimated Accuracy
 EA0280;SPC NC       -   137,320.      770,540.      MT  (+/- 180 meters Scaled)
 EA0280
 EA0280                          SUPERSEDED SURVEY CONTROL
 EA0280
 EA0280  NGVD 29 (??/??/92)   12.022  (m)           39.44   (f) ADJ UNCH    1 1
 EA0280
 EA0280.Superseded values are not recommended for survey control.
 EA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0280.See file dsdata.txt to determine how the superseded data were derived.
 EA0280
 EA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD957725(NAD 83)
 EA0280_MARKER: DB = BENCH MARK DISK
 EA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0280_STAMPING: C 110 1963
 EA0280_PROJECTION: FLUSH
 EA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0280+STABILITY: SURFACE MOTION
 EA0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0280+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 EA0280
 EA0280  HISTORY     - Date     Condition        Report By
 EA0280  HISTORY     - 1963     MONUMENTED       CGS
 EA0280  HISTORY     - 1979     GOOD             NCGS
 EA0280  HISTORY     - 19910906 GOOD             USPSQD
 EA0280  HISTORY     - 20030130 GOOD             USPSQD
 EA0280  HISTORY     - 20050728 GOOD             USPSQD
 EA0280  HISTORY     - 20050731 GOOD             USPSQD
 EA0280
 EA0280                          STATION DESCRIPTION
 EA0280
 EA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0280'3 MI SW FROM POLLOCKSVILLE.
 EA0280'2.1 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0280'THE STATION AT POLLOCKSVILLE, THENCE ABOUT 0.3 MILE NORTHWEST
 EA0280'ALONG COUNTY ROAD 1108, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG
 EA0280'U.S. HIGHWAY 17, AT THE EAST CORNER OF THE LAWN OF THE LEES
 EA0280'CHAPEL METHODIST CHURCH, 55 FEET NORTHWEST OF THE CENTER LINE
 EA0280'OF THE HIGHWAY, 88 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY
 EA0280'ROAD 1114 LEADING NORTHWEST, 8 1/2 FEET SOUTHWEST OF TELEPHONE
 EA0280'POLE 395, 182 FEET SOUTHEAST OF THE EAST CORNER OF THE CHURCH,
 EA0280'60 FEET SOUTHWEST OF THE SOUTHWEST END OF A 24-INCH PIPE CULVERT
 EA0280'UNDER COUNTY ROAD 1114, 20 FEET WEST-NORTHWEST OF A STEEL WITNESS
 EA0280'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 EA0280
 EA0280                          STATION RECOVERY (1979)
 EA0280
 EA0280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0280'1.8 MILES SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58
 EA0280'SOUTH OF POLLOCKSVILLE, AT THE EAST CORNER OF THE LAWN OF LEES
 EA0280'CHAPEL METHODIST CHURCH AT JUNCTION WITH SR 1114, 55.0 FEET
 EA0280'NORTHWEST OF CENTERLINE OF HIGHWAY, 90.4 FEET SOUTHWEST OF
 EA0280'CENTERLINE OF ROAD, 40.0 FEET SOUTHWEST OF A FIRE HYDRANT, 57.5
 EA0280'FEET NORTHEAST OF EAST END OF CHURCH SIGN, 8.0 FEET SOUTHWEST OF A
 EA0280'POWER POLE 395 WITH REFERENCE TAG AND 182.0 FEET SOUTHEAST OF EAST
 EA0280'CORNER OF CHURCH.
 EA0280'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA0280
 EA0280                          STATION RECOVERY (1991)
 EA0280
 EA0280'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA0280'RECOVERED IN GOOD CONDITION.
 EA0280
 EA0280                          STATION RECOVERY (2003)
 EA0280
 EA0280'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0280'RECOVERED IN GOOD CONDITION.
 EA0280
 EA0280                          STATION RECOVERY (2005)
 EA0280
 EA0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0280'RECOVERED IN GOOD CONDITION.
 EA0280
 EA0280                          STATION RECOVERY (2005)
 EA0280
 EA0280'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0631 ***********************************************************************
 EY0631  DESIGNATION -  C 111
 EY0631  PID         -  EY0631
 EY0631  STATE/COUNTY-  NC/BEAUFORT
 EY0631  USGS QUAD   -  WILMAR (1983)
 EY0631
 EY0631                         *CURRENT SURVEY CONTROL
 EY0631  ___________________________________________________________________
 EY0631* NAD 83(1986)-  35 24 45.     (N)    077 08 10.     (W)     SCALED    
 EY0631* NAVD 88     -        17.061  (meters)      55.97   (feet)  ADJUSTED  
 EY0631  ___________________________________________________________________
 EY0631  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 EY0631  DYNAMIC HT  -          17.045 (meters)      55.92  (feet)  COMP
 EY0631  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 EY0631
 EY0631  VERT ORDER  -  FIRST     CLASS I
 EY0631
 EY0631.The horizontal coordinates were scaled from a topographic map and have
 EY0631.an estimated accuracy of +/- 6 seconds.
 EY0631
 EY0631.The orthometric height was determined by differential leveling
 EY0631.and adjusted in June 1991.
 EY0631
 EY0631.The geoid height was determined by GEOID03.
 EY0631
 EY0631.The dynamic height is computed by dividing the NAVD 88
 EY0631.geopotential number by the normal gravity value computed on the
 EY0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0631.degrees latitude (g = 980.6199 gals.).
 EY0631
 EY0631.The modeled gravity was interpolated from observed gravity values.
 EY0631
 EY0631;                    North         East    Units  Estimated Accuracy
 EY0631;SPC NC       -   186,010.      778,860.      MT  (+/- 180 meters Scaled)
 EY0631
 EY0631                          SUPERSEDED SURVEY CONTROL
 EY0631
 EY0631  NGVD 29 (??/??/92)   17.394  (m)           57.07   (f) ADJ UNCH    1 1
 EY0631
 EY0631.Superseded values are not recommended for survey control.
 EY0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0631.See file dsdata.txt to determine how the superseded data were derived.
 EY0631
 EY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE060208(NAD 83)
 EY0631_MARKER: DB = BENCH MARK DISK
 EY0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0631_STAMPING: C 111 1963
 EY0631_PROJECTION: PROJECTING 3 CENTIMETERS
 EY0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0631+STABILITY: SURFACE MOTION
 EY0631
 EY0631  HISTORY     - Date     Condition        Report By
 EY0631  HISTORY     - 1963     MONUMENTED       CGS
 EY0631  HISTORY     - 1979     GOOD             NCGS
 EY0631  HISTORY     - 19870525 GOOD             USPSQD
 EY0631  HISTORY     - 19870829 GOOD             USPSQD
 EY0631
 EY0631                          STATION DESCRIPTION
 EY0631
 EY0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0631'7.9 MI N FROM VANCEBORO.
 EY0631'ABOUT 5.8 MILES NORTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0631'THE STATION AT VANCEBORO, THENCE ABOUT 2.1 MILES NORTH ALONG
 EY0631'U.S. HIGHWAY 17, AT A ROADSIDE PARK OWNED AND OPERATED BY NOBLES
 EY0631'RESTAURANT AND SERVICE STATION, AT THE EAST CORNER OF THE PARK,
 EY0631'39 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 17, 12
 EY0631'FEET WEST OF POWER POLE 426, ABOUT 100 YARDS WEST OF AND ACROSS
 EY0631'THE HIGHWAY FROM THE STATION AND RESTAURANT, 2.2 FEET NORTHEAST OF
 EY0631'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS SET
 EY0631'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 EY0631
 EY0631                          STATION RECOVERY (1979)
 EY0631
 EY0631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0631'1.2 MILES NORTH ALONG U.S. 17 FROM JUNCTION WITH SR 1130 AND
 EY0631'BEAUFORT-CRAVEN COUNTY LINE AT WILMAR ON WEST SIDE OF HIGHWAY
 EY0631'ACROSS FROM A SHELL STATION, APPROXIMATELY 400 FEET SOUTHWEST OF
 EY0631'SOUTHWEST CORNER OF A LARGE RESTAURANT BUILDING AND 1.3 MILES SOUTH
 EY0631'OF JUNCTION WITH N.C. 102, 39.5 FEET NORTHWEST OF CENTERLINE OF
 EY0631'HIGHWAY, 11.2 FEET NORTHWEST OF A POWER POLE 426 WITH REFERENCE
 EY0631'TAG AND 7.7 FEET NORTHWEST OF A GUY WIRE BASE.
 EY0631'THE MARK IS 1.2 FT  SW FROM A WITNESS POST.
 EY0631'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EY0631
 EY0631                          STATION RECOVERY (1987)
 EY0631
 EY0631'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPW)
 EY0631'RECOVERED IN GOOD CONDITION.
 EY0631
 EY0631                          STATION RECOVERY (1987)
 EY0631
 EY0631'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0442 ***********************************************************************
 EB0442  DESIGNATION -  C 113
 EB0442  PID         -  EB0442
 EB0442  STATE/COUNTY-  NC/COLUMBUS
 EB0442  USGS QUAD   -  CHADBOURN (1986)
 EB0442
 EB0442                         *CURRENT SURVEY CONTROL
 EB0442  ___________________________________________________________________
 EB0442* NAD 83(2001)-  34 19 20.54299(N)    078 46 06.23391(W)     ADJUSTED  
 EB0442* NAVD 88     -        28.193  (meters)      92.50   (feet)  ADJUSTED  
 EB0442  ___________________________________________________________________
 EB0442  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 EB0442  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EB0442  DYNAMIC HT  -          28.166 (meters)      92.41  (feet)  COMP
 EB0442  MODELED GRAV-     979,669.4   (mgal)                       NAVD 88
 EB0442
 EB0442  HORZ ORDER  -  SECOND
 EB0442  VERT ORDER  -  FIRST     CLASS I
 EB0442
 EB0442.The horizontal coordinates were established by classical geodetic methods
 EB0442.and adjusted by the National Geodetic Survey in August 2005.
 EB0442
 EB0442.The orthometric height was determined by differential leveling
 EB0442.and adjusted in June 1991.
 EB0442
 EB0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0442
 EB0442.The geoid height was determined by GEOID03.
 EB0442
 EB0442.The dynamic height is computed by dividing the NAVD 88
 EB0442.geopotential number by the normal gravity value computed on the
 EB0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0442.degrees latitude (g = 980.6199 gals.).
 EB0442
 EB0442.The modeled gravity was interpolated from observed gravity values.
 EB0442
 EB0442;                    North         East     Units Scale Factor Converg.
 EB0442;SPC NC       -    63,520.550   630,916.572   MT  1.00000305   +0 08 01.2
 EB0442;SPC NC       -   208,400.34  2,069,932.12   sFT  1.00000305   +0 08 01.2
 EB0442;UTM  17      - 3,800,156.231   705,320.872   MT  1.00011967   +1 15 31.4
 EB0442
 EB0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0442!SPC NC       -   1.00000099  x   1.00000305  =   1.00000404
 EB0442!UTM  17      -   1.00000099  x   1.00011967  =   1.00012066
 EB0442
 EB0442                          SUPERSEDED SURVEY CONTROL
 EB0442
 EB0442  NAD 83(1986)-  34 19 20.54383(N)    078 46 06.23838(W) AD(       ) 2
 EB0442  NAD 27      -  34 19 19.94181(N)    078 46 07.16871(W) AD(       ) 2
 EB0442  NGVD 29 (10/06/93)   28.495  (m)           93.49   (f) ADJUSTED    1 1
 EB0442
 EB0442.Superseded values are not recommended for survey control.
 EB0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0442.See file dsdata.txt to determine how the superseded data were derived.
 EB0442
 EB0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0532100156(NAD 83)
 EB0442_MARKER: DB = BENCH MARK DISK
 EB0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0442_STAMPING: C 113 1963
 EB0442_PROJECTION: FLUSH
 EB0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0442+STABILITY: SURFACE MOTION
 EB0442
 EB0442  HISTORY     - Date     Condition        Report By
 EB0442  HISTORY     - 1963     MONUMENTED       CGS
 EB0442  HISTORY     - 1971     GOOD             CGS
 EB0442  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0442  HISTORY     - 1979     GOOD             NCGS
 EB0442  HISTORY     - 1985     GOOD             USPSQD
 EB0442
 EB0442                          STATION DESCRIPTION
 EB0442
 EB0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EB0442'3.2 MI E FROM CHADBOURN.
 EB0442'ABOUT 3.2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0442'FROM THE STATION AT CHADBOURN, ABOUT 3.8 MILES WEST ALONG THE
 EB0442'ATLANTIC COAST LINE RAILROAD FROM THE STATION AT WHITEVILLE,
 EB0442'AT MILEPOST C 294, AT A SAND ROAD CROSSING LEADING SOUTH, 131
 EB0442'FEET SOUTHWEST OF CENTER OF CROSSING, 28 FEET SOUTHEAST OF MILEPOST
 EB0442'C 294, 28 FEET SOUTH OF SOUTH RAIL, 1.5 FEET WEST OF A CREOSOTE
 EB0442'WITNESS POST, 3 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP
 EB0442'OF A CONCRETE POST PROJECTING 2 INCHES.
 EB0442
 EB0442                          STATION RECOVERY (1971)
 EB0442
 EB0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971
 EB0442'ABOUT 3.2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 EB0442'FROM THE STATION AT CHADBOURN, ABOUT 3.8 MILES EAST ALONG THE
 EB0442'ATLANTIC COAST LINE RAILROAD FROM THE STATION AT WHITEVILLE, AT
 EB0442'MILEPOST C 294, AT A SAND ROAD CROSSING LEADING SOUTH, 131 FEET
 EB0442'SOUTHWEST OF CENTER OF CROSSING, 28 FEET SOUTHEAST OF MILEPOST
 EB0442'C 294, 28 FEET SOUTH OF SOUTH RAIL, 1.5 FEET WEST OF A CREOSOTE
 EB0442'WITNESS POST, 3 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP
 EB0442'OF A CONCRETE POST PROJECTING 2 INCHES.
 EB0442
 EB0442                          STATION RECOVERY (1979)
 EB0442
 EB0442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB0442'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 EB0442'FOLLOWS.
 EB0442'
 EB0442'THE STATION IS LOCATED APPROXIMATELY 3.2 MILES EAST OF CHADBOURN.
 EB0442'
 EB0442'TO REACH THE STATION PROCEED 2.3 MILES SOUTHEAST ALONG US 74, US 76
 EB0442'BUSINESS AND NC 130 (STRAWBERRY BLVD) FROM INTERSECTION WITH NC 410 IN
 EB0442'CHADBOURN, THENCE 1.55 MILES SOUTH AND EAST ALONG SR 1436 TO
 EB0442'INTERSECTION WITH SR 1435 AND SOUTHERN COASTLINE RAILROAD CROSSING,
 EB0442'3.8 MILES WEST OF WHITEVILLE RAILROAD DEPOT.
 EB0442'
 EB0442'DISK IS SET IN TOP OF CONCRETE POST, WHICH IS FLUSH WITH THE GROUND
 EB0442'SURFACE.  THE MARK IS 124.7 FEET SOUTH OF THE CENTERLINE OF SR 1436,
 EB0442'123.0 FEET WEST OF CENTERLINE OF SR 1435, 28.0 FEET SOUTHEAST OF MILE
 EB0442'POST 294 AND 28.0 FEET SOUTH OF SOUTH RAIL OF RAILROAD.
 EB0442
 EB0442                          STATION RECOVERY (1979)
 EB0442
 EB0442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0442'2.3 MILES SOUTHEAST ALONG U.S. 74, U.S. 76 BUSINESS AND N.C. 130
 EB0442'(STRAWBERRY BOULEVARD) FROM INTERSECTION WITH N.C. 410 IN
 EB0442'CHADBOURN, THENCE 1.55 MILES SOUTH AND EAST ALONG SR 1436 TO
 EB0442'INTERSECTION WITH SR 1435 AND SEABOARD COAST LINE RAILROAD
 EB0442'CROSSING AND 3.8 MILES WEST OF WHITEVILLE RAILROAD DEPOT, 124.7
 EB0442'FEET SOUTH OF CENTERLINE OF SR 1436, 123.0 FEET WEST OF
 EB0442'CENTERLINE OF SR 1435, 28.0 FEET SOUTHEAST OF MILEPOST 294 AND
 EB0442'28.0 FEET SOUTH OF SOUTH RAIL OF RAILROAD.
 EB0442'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 EB0442'THE MARK IS 2 FT ABOVE ROAD.
 EB0442
 EB0442                          STATION RECOVERY (1985)
 EB0442
 EB0442'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB0442'WITNESS POST DAMANGED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0255 ***********************************************************************
 EB0255  DESIGNATION -  C 114
 EB0255  PID         -  EB0255
 EB0255  STATE/COUNTY-  NC/COLUMBUS
 EB0255  USGS QUAD   -  FREEMAN (1986)
 EB0255
 EB0255                         *CURRENT SURVEY CONTROL
 EB0255  ___________________________________________________________________
 EB0255* NAD 83(1986)-  34 19 00.     (N)    078 15 28.     (W)     SCALED    
 EB0255* NAVD 88     -        13.174  (meters)      43.22   (feet)  ADJUSTED  
 EB0255  ___________________________________________________________________
 EB0255  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 EB0255  DYNAMIC HT  -          13.161 (meters)      43.18  (feet)  COMP
 EB0255  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 EB0255
 EB0255  VERT ORDER  -  FIRST     CLASS I
 EB0255
 EB0255.The horizontal coordinates were scaled from a topographic map and have
 EB0255.an estimated accuracy of +/- 6 seconds.
 EB0255
 EB0255.The orthometric height was determined by differential leveling
 EB0255.and adjusted in June 1991.
 EB0255
 EB0255.The geoid height was determined by GEOID03.
 EB0255
 EB0255.The dynamic height is computed by dividing the NAVD 88
 EB0255.geopotential number by the normal gravity value computed on the
 EB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0255.degrees latitude (g = 980.6199 gals.).
 EB0255
 EB0255.The modeled gravity was interpolated from observed gravity values.
 EB0255
 EB0255;                    North         East    Units  Estimated Accuracy
 EB0255;SPC NC       -    63,120.      677,920.      MT  (+/- 180 meters Scaled)
 EB0255
 EB0255                          SUPERSEDED SURVEY CONTROL
 EB0255
 EB0255  NGVD 29 (10/06/93)   13.489  (m)           44.26   (f) ADJUSTED    1 1
 EB0255
 EB0255.Superseded values are not recommended for survey control.
 EB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0255.See file dsdata.txt to determine how the superseded data were derived.
 EB0255
 EB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU523006(NAD 83)
 EB0255_MARKER: DB = BENCH MARK DISK
 EB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0255_STAMPING: C 114 1963
 EB0255_PROJECTION: PROJECTING 5 CENTIMETERS
 EB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0255+STABILITY: SURFACE MOTION
 EB0255
 EB0255  HISTORY     - Date     Condition        Report By
 EB0255  HISTORY     - 1963     MONUMENTED       CGS
 EB0255  HISTORY     - 1979     GOOD             NCGS
 EB0255
 EB0255                          STATION DESCRIPTION
 EB0255
 EB0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EB0255'2.4 MI W FROM DELCO.
 EB0255'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAYS 74 AND 76 FROM THE
 EB0255'ACME-DELCO SCHOOL AT DELCO, ALONG THE ATLANTIC COAST LINE
 EB0255'RAILROAD, 0.2 MILE EAST OF MILEPOST C 265, AT A SAND ROAD CROSSING
 EB0255'LEADING SOUTH, 75 FEET SOUTHEAST OF CENTER OF CROSSING, 65 FEET
 EB0255'SOUTH OF SOUTH RAIL, 95 FEET NORTHEAST OF NORTHEAST CORNER OF
 EB0255'ABANDONED FARM HOUSE, 25 FEET NORTH OF A 24 INCH GUM TREE,
 EB0255'3 1/2 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A CREOSOTE
 EB0255'WITNESS POST, 1 1/2 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP
 EB0255'OF A CONCRETE POST PROJECTING 2 INCHES.
 EB0255
 EB0255                          STATION RECOVERY (1979)
 EB0255
 EB0255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0255'1.65 MILES EAST ALONG U.S. 74 AND U.S. 76 FROM THE INTERSECTION
 EB0255'WITH N.C. 11 BETWEEN DELCO AND BOLTON AT FREEMAN, AT A DRIVE LEADING
 EB0255'SSUTH TO A MOBILE HOME, DIRECTLY ACROSS HIGHWAY FROM A WHITE FRAME
 EB0255'HOUSE, 155.0 FEET SOUTH OF CENTERLINE OF EASTBOUND LANES, 1.8
 EB0255'FEET WEST OF A POWER POLE WITH REFERENCE TAG, 23.3 FEET NORTHEAST
 EB0255'OF 36 INCH GUM WITH REFERENCE TAG, 60.0 FEET SSUTHEAST OF TELEPHONE
 EB0255'PEDESTAL P 26 AND 25.0 FEET EAST OF CENTERLINE OF DRIVE.
 EB0255'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 EB0255'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0449 ***********************************************************************
 EA0449  DESIGNATION -  C 116
 EA0449  PID         -  EA0449
 EA0449  STATE/COUNTY-  NC/ONSLOW
 EA0449  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0449
 EA0449                         *CURRENT SURVEY CONTROL
 EA0449  ___________________________________________________________________
 EA0449* NAD 83(2001)-  34 29 03.35853(N)    077 34 07.80681(W)     ADJUSTED  
 EA0449* NAVD 88     -        19.683  (meters)      64.58   (feet)  ADJUSTED  
 EA0449  ___________________________________________________________________
 EA0449  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 EA0449  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA0449  DYNAMIC HT  -          19.664 (meters)      64.51  (feet)  COMP
 EA0449  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 EA0449
 EA0449  HORZ ORDER  -  SECOND
 EA0449  VERT ORDER  -  FIRST     CLASS I
 EA0449
 EA0449.The horizontal coordinates were established by classical geodetic methods
 EA0449.and adjusted by the National Geodetic Survey in August 2005.
 EA0449
 EA0449.The orthometric height was determined by differential leveling
 EA0449.and adjusted in June 1991.
 EA0449
 EA0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0449
 EA0449.The geoid height was determined by GEOID03.
 EA0449
 EA0449.The dynamic height is computed by dividing the NAVD 88
 EA0449.geopotential number by the normal gravity value computed on the
 EA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0449.degrees latitude (g = 980.6199 gals.).
 EA0449
 EA0449.The modeled gravity was interpolated from observed gravity values.
 EA0449
 EA0449;                    North         East     Units Scale Factor Converg.
 EA0449;SPC NC       -    82,401.708   741,054.455   MT  0.99996162   +0 49 33.7
 EA0449;SPC NC       -   270,346.27  2,431,276.16   sFT  0.99996162   +0 49 33.7
 EA0449;UTM  18      - 3,818,847.878   264,099.700   MT  1.00028598   -1 27 18.3
 EA0449
 EA0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0449!SPC NC       -   1.00000276  x   0.99996162  =   0.99996438
 EA0449!UTM  18      -   1.00000276  x   1.00028598  =   1.00028874
 EA0449
 EA0449                          SUPERSEDED SURVEY CONTROL
 EA0449
 EA0449  NAD 83(1986)-  34 29 03.36921(N)    077 34 07.81694(W) AD(       ) 2
 EA0449  NAD 27      -  34 29 02.76705(N)    077 34 08.92493(W) AD(       ) 2
 EA0449  NGVD 29 (??/??/92)   19.996  (m)           65.60   (f) ADJ UNCH    1 1
 EA0449
 EA0449.Superseded values are not recommended for survey control.
 EA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0449.See file dsdata.txt to determine how the superseded data were derived.
 EA0449
 EA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6410018848(NAD 83)
 EA0449_MARKER: DB = BENCH MARK DISK
 EA0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0449_STAMPING: C 116 1963
 EA0449_MARK LOGO: CGS   
 EA0449_PROJECTION: PROJECTING 10 CENTIMETERS
 EA0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0449+STABILITY: SURFACE MOTION
 EA0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0449+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 EA0449
 EA0449  HISTORY     - Date     Condition        Report By
 EA0449  HISTORY     - 1963     MONUMENTED       CGS
 EA0449  HISTORY     - 1974     GOOD             NGS
 EA0449  HISTORY     - 1974     GOOD             LOCENG
 EA0449  HISTORY     - 1978     GOOD             LOCSUR
 EA0449  HISTORY     - 1979     GOOD             NCGS
 EA0449  HISTORY     - 1984     GOOD             NCGS
 EA0449  HISTORY     - 19910831 GOOD             USPSQD
 EA0449  HISTORY     - 19990803 GOOD             NCGS
 EA0449
 EA0449                          STATION DESCRIPTION
 EA0449
 EA0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0449'1.2 MI SW FROM HOLLYRIDGE.
 EA0449'1.15 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EA0449'THE STATION AT HOLLYRIDGE, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 EA0449'CB-272, 76.0 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING
 EA0449'OF A BLACK TOP ROAD LEADING TO CAMP DAVIS (ABANDONED) PRESENTLY
 EA0449'USED AS HOLLY RIDGE DRAG STRIP, 72.0 FEET NORTHWEST OF THE
 EA0449'NORTHWEST RAIL, 28.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EA0449'BLACK TOP ROAD, 3 FEET SOUTHWEST OF TELEPHONE POLE 1797, 1.5 FEET
 EA0449'NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 EA0449'AND IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 4
 EA0449'INCHES.
 EA0449
 EA0449                          STATION RECOVERY (1974)
 EA0449
 EA0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EA0449'STATION MARK IS A NATIONAL GEODETIC SURVEY BENCH MARK LOCATED
 EA0449'APPROXIMATELY 270 FEET WEST OF STATION DRAG NCGS, 159.8 FT NW
 EA0449'OF C/L U.S. 17,
 EA0449'28.0 FT SW OF AN ABANDONED BLACK TOP ROAD, 72.0 FT NW OF NW RAIL,
 EA0449'3.0 FT SW OF A TP WITH ALUMINUM REF. TAG, 1.5 FT NE OF A WOODEN
 EA0449'WITNESS POST, AND SET IN TOP OF A CONCRETE CYLINDER PROJECTING
 EA0449'4 INCHES ABOVE THE GROUND.
 EA0449'
 EA0449'TO REACH STATION DRAG NCGS FROM INTERSECTION OF U.S. 17 WITH NC 50
 EA0449'AT HOLLY
 EA0449'RIDGE, PROCEED SW ALONG U.S. 17 FOR 1.1 MILES TO STATION DRAG NCGS ON
 EA0449'LEFT IN FRONT OF A TWO STORY BOX STYLE APARTMENT HOUSE, ON A LINE
 EA0449'EXTENDED WITH SOUTH SIDE OF HOUSE.  AND 0.7 MILE NORTH OF ONSLOW
 EA0449'- PENDER COUNTY LINE.
 EA0449
 EA0449                          STATION RECOVERY (1974)
 EA0449
 EA0449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 EA0449'RECOVERED IN GOOD CONDITION.
 EA0449
 EA0449                          STATION RECOVERY (1978)
 EA0449
 EA0449'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 EA0449'RECOVERED IN GOOD CONDITION.
 EA0449
 EA0449                          STATION RECOVERY (1979)
 EA0449
 EA0449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0449'1.15 MILES SOUTHWEST ALONG U.S. 17 FROM INTERSECTION WITH N.C. 50
 EA0449'IN HOLLY RIDGE, ON RIGHT ACROSS RAILROAD TRACK AND ON SOUTH SIDE
 EA0449'OF A BLACK TOP ROAD LEADING TO HOLLY RIDGE DRAG STRIP AND
 EA0449'OPPOSITE DRIVE TO A BRICK HOUSE, 159.8 FEET NORTHWEST OF
 EA0449'CENTERLINE OF HIGHWAY, 28.0 FEET SOUTHWEST OF CENTERLINE OF ROAD,
 EA0449'72.0 FEET NORTHWEST OF NORTHWEST RAIL, 12.4 FEET SOUTHWEST OF
 EA0449'TELEPHONE POLE WITH REFERENCE TAG AND 51.1 FEET NORTHWEST OF
 EA0449'RAILROAD CROSSING SIGN POST.
 EA0449'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 EA0449'THE MARK IS 1 FT ABOVE ROAD.
 EA0449
 EA0449                          STATION RECOVERY (1984)
 EA0449
 EA0449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0449'THE STATION WAS RECOVERED AT THIS DATE.
 EA0449
 EA0449                          STATION RECOVERY (1991)
 EA0449
 EA0449'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA0449'RECOVERED IN GOOD CONDITION.
 EA0449
 EA0449                          STATION RECOVERY (1999)
 EA0449
 EA0449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0449'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EA0449'CORRECTIONS. MARK IS FLUSH WITH THE GROUND. LOCATED 32 FT (9.8 M)
 EA0449'SOUTHWEST OF THE CENTERLINE OF A ASPHALT ROAD LEADING NORTHWEST, 90.4
 EA0449'FT (27.6 M) NORTHWEST OF THE CENTERLINE OF THE US 17 SOUTH BOUND
 EA0449'LANE---AND 106.5 FT (32.5 M) SOUTHWEST OF A POWER POLE (ALM52), 10.8
 EA0449'FT (3.3 M) NORTH-NORTHWEST OF A 6 INCH FIBER OPTIC WOODEN GUARD POST
 EA0449'WITH WITNESS SIGN---BOTH WITH TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0047 ***********************************************************************
 DD0047  DESIGNATION -  C 117
 DD0047  PID         -  DD0047
 DD0047  STATE/COUNTY-  NC/BRUNSWICK
 DD0047  USGS QUAD   -  SOUTHPORT (1990)
 DD0047
 DD0047                         *CURRENT SURVEY CONTROL
 DD0047  ___________________________________________________________________
 DD0047* NAD 83(1986)-  33 56 35.     (N)    078 01 23.     (W)     SCALED    
 DD0047* NAVD 88     -         9.314  (meters)      30.56   (feet)  ADJUSTED  
 DD0047  ___________________________________________________________________
 DD0047  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 DD0047  DYNAMIC HT  -           9.304 (meters)      30.52  (feet)  COMP
 DD0047  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 DD0047
 DD0047  VERT ORDER  -  FIRST     CLASS I
 DD0047
 DD0047.The horizontal coordinates were scaled from a topographic map and have
 DD0047.an estimated accuracy of +/- 6 seconds.
 DD0047
 DD0047.The orthometric height was determined by differential leveling
 DD0047.and adjusted in June 1991.
 DD0047
 DD0047.The geoid height was determined by GEOID03.
 DD0047
 DD0047.The dynamic height is computed by dividing the NAVD 88
 DD0047.geopotential number by the normal gravity value computed on the
 DD0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0047.degrees latitude (g = 980.6199 gals.).
 DD0047
 DD0047.The modeled gravity was interpolated from observed gravity values.
 DD0047
 DD0047;                    North         East    Units  Estimated Accuracy
 DD0047;SPC NC       -    21,860.      699,930.      MT  (+/- 180 meters Scaled)
 DD0047
 DD0047                          SUPERSEDED SURVEY CONTROL
 DD0047
 DD0047  NGVD 29 (10/06/93)    9.651  (m)           31.66   (f) ADJUSTED    1 1
 DD0047
 DD0047.Superseded values are not recommended for survey control.
 DD0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0047.See file dsdata.txt to determine how the superseded data were derived.
 DD0047
 DD0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT751598(NAD 83)
 DD0047_MARKER: DB = BENCH MARK DISK
 DD0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0047_STAMPING: C 117 1963
 DD0047_MARK LOGO: CGS   
 DD0047_PROJECTION: FLUSH
 DD0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DD0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0047+STABILITY: SURFACE MOTION
 DD0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0047+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2001
 DD0047
 DD0047  HISTORY     - Date     Condition        Report By
 DD0047  HISTORY     - 1963     MONUMENTED       CGS
 DD0047  HISTORY     - 1979     GOOD             NCGS
 DD0047  HISTORY     - 1988     GOOD             USPSQD
 DD0047  HISTORY     - 19960923 GOOD             NCGS
 DD0047  HISTORY     - 19960923 GOOD             NCGS
 DD0047  HISTORY     - 19970621 GOOD             USPSQD
 DD0047  HISTORY     - 20010614 GOOD             USPSQD
 DD0047  HISTORY     - 20010614 GOOD             USPSQD
 DD0047  HISTORY     - 20010630 MARK NOT FOUND   USPSQD
 DD0047  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 DD0047  HISTORY     - 20050826 MARK NOT FOUND   USPSQD
 DD0047
 DD0047                          STATION DESCRIPTION
 DD0047
 DD0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0047'1.8 MI N FROM SOUTHPORT.
 DD0047'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 87 FROM THE POST
 DD0047'OFFICE AT SOUTHPORT, ABOUT 0.35 MILE NORTH OF JUNCTION OF STATE
 DD0047'HIGHWAY 211 LEADING SOUTH AND NORTHWEST, AT THE NORTH END OF A
 DD0047'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, AT A WOODS
 DD0047'ROAD LEADING EAST, IN LINE WITH POWER POLES, 52.5 FEET EAST OF
 DD0047'CENTER LINE OF HIGHWAY, 17 1/2 FEET NORTH OF CENTER OF ROAD,
 DD0047'59 FEET NORTH OF POWER POLE 827, 1.5 FEET SOUTH OF A CREOSOTE
 DD0047'WITNESS POST, 2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP
 DD0047'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 DD0047
 DD0047                          STATION RECOVERY (1979)
 DD0047
 DD0047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 DD0047'0.4 MILE NORTHWEST ALONG N.C. 87 FROM THE JUNCTION WITH N.C. 211
 DD0047'AT SOUTHPORT, AT THE NORTH END OF A CURVE WITH TANGENTS EXTENDING
 DD0047'NORTH AND SOUTHWEST, AT A WOODS ROAD LEADING EAST AND AT A HISTORIC
 DD0047'SHIPS MUSEUM SIGN, 52.5 FEET EAST OF CENTERLINE OF HIGHWAY, 17.5
 DD0047'FEET NORTH OF CENTERLINE OF ROAD, 84.7 FEET SOUTH OF WESTERNMOST
 DD0047'SUPPORT POST OF SIGN WITH REFERENCE TAG, 56.1 FEET NORTH OF A
 DD0047'POWER POLE WITH REFERENCE TAG, 123.2 FEET EAST-SOUTHEAST OF POWER
 DD0047'POLE WITH REFERENCE TAG AND 34.4 FEET NORTH-NORTHWEST OF 6 INCH
 DD0047'PINE WITH REFERENCE TAG.
 DD0047'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 DD0047'THE MARK IS 2 FT ABOVE HIGHWAY.
 DD0047
 DD0047                          STATION RECOVERY (1988)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 DD0047'RECOVERED IN GOOD CONDITION.
 DD0047
 DD0047                          STATION RECOVERY (1996)
 DD0047
 DD0047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 DD0047'RECOVERED AS DESCRIBED.  11.9 FT (3.6 M) NORTH OF A POWER POLE WITH
 DD0047'REFERENCE TAG.
 DD0047
 DD0047                          STATION RECOVERY (1996)
 DD0047
 DD0047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 DD0047'RECOVERED AS DESCRIBED. 11.9 FT (3.6 M) NORTH OF A POWER POLE WITH
 DD0047'REFERENCE TAG.
 DD0047
 DD0047                          STATION RECOVERY (1997)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 1997
 DD0047'RECOVERED IN GOOD CONDITION.
 DD0047
 DD0047                          STATION RECOVERY (2001)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD0047'WITNESS POST MISSING
 DD0047
 DD0047                          STATION RECOVERY (2001)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD0047'WITNESS POST MISSING
 DD0047
 DD0047                          STATION RECOVERY (2001)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD0047'SEARCHED SE SIDE OF NC 87 WITH MICRONTA 4001 METAL DETECTOR.  RM STILL
 DD0047'ON PP.
 DD0047
 DD0047                          STATION RECOVERY (2004)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0047'MARK NOT FOUND.
 DD0047
 DD0047                          STATION RECOVERY (2005)
 DD0047
 DD0047'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DD0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0264 ***********************************************************************
 EY0264  DESIGNATION -  C 118
 EY0264  PID         -  EY0264
 EY0264  STATE/COUNTY-  NC/WASHINGTON
 EY0264  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY0264
 EY0264                         *CURRENT SURVEY CONTROL
 EY0264  ___________________________________________________________________
 EY0264* NAD 83(1986)-  35 52 11.     (N)    076 43 53.     (W)     SCALED    
 EY0264* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 EY0264  ___________________________________________________________________
 EY0264  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 EY0264  DYNAMIC HT  -           1.724 (meters)       5.66  (feet)  COMP
 EY0264  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 EY0264
 EY0264  VERT ORDER  -  FIRST     CLASS I
 EY0264
 EY0264.The horizontal coordinates were scaled from a topographic map and have
 EY0264.an estimated accuracy of +/- 6 seconds.
 EY0264
 EY0264.The orthometric height was determined by differential leveling
 EY0264.and adjusted in June 1991.
 EY0264
 EY0264.The geoid height was determined by GEOID03.
 EY0264
 EY0264.The dynamic height is computed by dividing the NAVD 88
 EY0264.geopotential number by the normal gravity value computed on the
 EY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0264.degrees latitude (g = 980.6199 gals.).
 EY0264
 EY0264.The modeled gravity was interpolated from observed gravity values.
 EY0264
 EY0264;                    North         East    Units  Estimated Accuracy
 EY0264;SPC NC       -   237,490.      814,450.      MT  (+/- 180 meters Scaled)
 EY0264
 EY0264                          SUPERSEDED SURVEY CONTROL
 EY0264
 EY0264  NGVD 29 (??/??/92)    2.070  (m)            6.79   (f) ADJ UNCH    1 1
 EY0264
 EY0264.Superseded values are not recommended for survey control.
 EY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0264.See file dsdata.txt to determine how the superseded data were derived.
 EY0264
 EY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE436708(NAD 83)
 EY0264_MARKER: DB = BENCH MARK DISK
 EY0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0264_SP_SET: BRIDGE WINGWALL
 EY0264_STAMPING: C 118 1963
 EY0264_MARK LOGO: CGS   
 EY0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0264+STABILITY: SURFACE MOTION
 EY0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0264+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1989
 EY0264
 EY0264  HISTORY     - Date     Condition        Report By
 EY0264  HISTORY     - 1963     MONUMENTED       CGS
 EY0264  HISTORY     - 1979     GOOD             NCGS
 EY0264  HISTORY     - 19890823 GOOD             NCGS
 EY0264
 EY0264                          STATION DESCRIPTION
 EY0264
 EY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0264'1.9 MI NE FROM PLYMOUTH.
 EY0264'ABOUT 1.4 MILES NORTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 EY0264'THE WASHINGTON STREET CROSSING AT PLYMOUTH, THENCE 0.5 MILE WEST
 EY0264'ALONG MAIN STREET, SET ON TOP OF THE WEST WING WALL FOR A 39 FOOT
 EY0264'LONG CONCRETE BRIDGE OVER A SMALL CREEK, 18.5 FEET SOUTHWEST OF
 EY0264'CENTER LINE OF STREET, 180 FEET SOUTHEAST AND ACROSS STREET FROM
 EY0264'PLYMOUTH CITY LIMIT SIGN POST, 1.7 FEET SOUTH OF SOUTH RAILING OF
 EY0264'BRIDGE, AND ABOUT LEVEL WITH STREET.
 EY0264
 EY0264                          STATION RECOVERY (1979)
 EY0264
 EY0264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EY0264'1.05 MILES EAST ALONG EAST MAIN STREET FROM THE COURTHOUSE IN
 EY0264'PLYMOUTH, SET ON TOP OF THE WEST WINGWALL OF A CONCRETE BRIDGE
 EY0264'OVER CONABY CREEK AND 0.15 MILE NORTHWEST OF INTERSECTION WITH
 EY0264'SECONDARY ROUTE 1300, 18.5 FEET SOUTHWEST OF CENTERLINE OF MAIN
 EY0264'STREET AND 1.7 FEET SOUTH OF SOUTH RAIL OF BRIDGE.
 EY0264'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF STREET.
 EY0264
 EY0264                          STATION RECOVERY (1989)
 EY0264
 EY0264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EY0264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1807 ***********************************************************************
 AI1807  DESIGNATION -  C 12
 AI1807  PID         -  AI1807
 AI1807  STATE/COUNTY-  NC/CHATHAM
 AI1807  USGS QUAD   -  SILER CITY (1988)
 AI1807
 AI1807                         *CURRENT SURVEY CONTROL
 AI1807  ___________________________________________________________________
 AI1807* NAD 83(2001)-  35 38 30.36224(N)    079 26 27.22633(W)     ADJUSTED  
 AI1807* NAVD 88     -       163.64   (meters)     536.9    (feet)  LEVELING  
 AI1807  ___________________________________________________________________
 AI1807  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AI1807  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AI1807  HORZ ORDER  -  SECOND
 AI1807  VERT ORDER  -  THIRD
 AI1807
 AI1807.The horizontal coordinates were established by classical geodetic methods
 AI1807.and adjusted by the National Geodetic Survey in August 2005.
 AI1807
 AI1807.The orthometric height was determined by differential leveling.
 AI1807.The vertical network tie was performed by a horz. field party for horz.
 AI1807.obs reductions. Reset procedures were used to establish the elevation.
 AI1807
 AI1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1807
 AI1807.The geoid height was determined by GEOID03.
 AI1807
 AI1807;                    North         East     Units Scale Factor Converg.
 AI1807;SPC NC       -   209,944.467   569,673.681   MT  0.99989569   -0 15 16.1
 AI1807;SPC NC       -   688,792.81  1,869,004.40   sFT  0.99989569   -0 15 16.1
 AI1807;UTM  17      - 3,945,335.688   641,156.714   MT  0.99984554   +0 54 31.2
 AI1807
 AI1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1807!SPC NC       -   0.99997912  x   0.99989569  =   0.99987481
 AI1807!UTM  17      -   0.99997912  x   0.99984554  =   0.99982466
 AI1807
 AI1807                          SUPERSEDED SURVEY CONTROL
 AI1807
 AI1807  NAD 83(1986)-  35 38 30.36910(N)    079 26 27.23445(W) AD(       ) 2
 AI1807
 AI1807.Superseded values are not recommended for survey control.
 AI1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1807.See file dsdata.txt to determine how the superseded data were derived.
 AI1807
 AI1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4115745336(NAD 83)
 AI1807_MARKER: DB = BENCH MARK DISK
 AI1807_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI1807_STAMPING: C 12 30TH ENGINEERS 1963 537.0
 AI1807_MARK LOGO: USGS  
 AI1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1807+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 AI1807
 AI1807  HISTORY     - Date     Condition        Report By
 AI1807  HISTORY     - 1963     MONUMENTED       USE
 AI1807  HISTORY     - 19890713 GOOD             NCGS
 AI1807
 AI1807                          STATION DESCRIPTION
 AI1807
 AI1807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1807'STATION IS LOCATED ABOUT 2.38 KM (1.45 MI) WEST OF BONLEE OR 9.19 KM
 AI1807'(5.70 MI) SOUTH-SOUTHEAST OF SILER CITY. ALONG SR 1005 (BONLEE-BENNETT
 AI1807'ROAD) FOR 2.4 KM (1.50 MI) WEST FROM BONLEE POST OFFICE, OR 0.2 KM
 AI1807'(0.10 MI) WEST OF SR 1137 (WHITE ROAD), NEAR A TELEPHONE POLE. MARK IS
 AI1807'LEVEL WITH ROAD AND PROJECTING 2 INCHES ABOVE GROUND. LOCATED 9.45 M
 AI1807'(31.00 FT) NORTHWEST OF THE CENTERLINE OF SR 1005, 9.4 M (30.8 FT)
 AI1807'NORTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 3.15 M (10.33 FT)
 AI1807'NORTH-NORTHWEST OF A WATER METER COVER, AND 1.22 M (4.00 FT) WEST OF A
 AI1807'TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1047 ***********************************************************************
 FZ1047  DESIGNATION -  C 123
 FZ1047  PID         -  FZ1047
 FZ1047  STATE/COUNTY-  NC/WATAUGA
 FZ1047  USGS QUAD   -  SHERWOOD (1994)
 FZ1047
 FZ1047                         *CURRENT SURVEY CONTROL
 FZ1047  ___________________________________________________________________
 FZ1047* NAD 83(1986)-  36 19 30.     (N)    081 49 30.     (W)     SCALED    
 FZ1047* NAVD 88     -       922.37   (+/-2cm)    3026.1    (feet)  VERTCON   
 FZ1047  ___________________________________________________________________
 FZ1047  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 FZ1047  VERT ORDER  -  ? (See Below)
 FZ1047
 FZ1047.The horizontal coordinates were scaled from a topographic map and have
 FZ1047.an estimated accuracy of +/- 6 seconds.
 FZ1047
 FZ1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1047.The vertical order pertains to the NGVD 29 superseded value.
 FZ1047
 FZ1047.The geoid height was determined by GEOID03.
 FZ1047
 FZ1047;                    North         East    Units  Estimated Accuracy
 FZ1047;SPC NC       -   289,270.      355,960.      MT  (+/- 180 meters Scaled)
 FZ1047
 FZ1047                          SUPERSEDED SURVEY CONTROL
 FZ1047
 FZ1047  NGVD 29 (??/??/92)  922.463  (m)         3026.45   (f) ADJ UNCH    ?  
 FZ1047
 FZ1047.Superseded values are not recommended for survey control.
 FZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1047.See file dsdata.txt to determine how the superseded data were derived.
 FZ1047
 FZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA259203(NAD 83)
 FZ1047_MARKER: DB = BENCH MARK DISK
 FZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1047_STAMPING: C 123 1935
 FZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1047+STABILITY: SURFACE MOTION
 FZ1047
 FZ1047  HISTORY     - Date     Condition        Report By
 FZ1047  HISTORY     - 1935     MONUMENTED       CGS
 FZ1047
 FZ1047                          STATION DESCRIPTION
 FZ1047
 FZ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ1047'AT REESE.
 FZ1047'AT REESE, WATAUGA COUNTY, AT THE JUNCTION OF THE BEAVERDAM ROAD
 FZ1047'AND A FARM ROAD, IN THE NORTHWEST CORNER OF THE JUNCTION, AT
 FZ1047'THE BEAVERDAM CHURCH, IN THE FRONT YARD, 150 FEET NORTHWEST OF
 FZ1047'A SPRING ON THE SOUTHEAST SIDE OF THE ROAD, 100 FEET WEST OF A
 FZ1047'CORRUGATED-IRON PIPE UNDER THE ROAD, AND AT THE SOUTHEAST CORNER
 FZ1047'OF THE T-SHAPED CHURCH BUILDING.  A STANDARD DISK, STAMPED C 123
 FZ1047'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0860 ***********************************************************************
 FB0860  DESIGNATION -  C 124
 FB0860  PID         -  FB0860
 FB0860  STATE/COUNTY-  NC/MADISON
 FB0860  USGS QUAD   -  SAMS GAP (1978)
 FB0860
 FB0860                         *CURRENT SURVEY CONTROL
 FB0860  ___________________________________________________________________
 FB0860* NAD 83(1986)-  35 53 31.     (N)    082 30 16.     (W)     SCALED    
 FB0860* NAVD 88     -       893.98   (+/-2cm)    2933.0    (feet)  VERTCON   
 FB0860  ___________________________________________________________________
 FB0860  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 FB0860  VERT ORDER  -  ? (See Below)
 FB0860
 FB0860.The horizontal coordinates were scaled from a topographic map and have
 FB0860.an estimated accuracy of +/- 6 seconds.
 FB0860
 FB0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0860.The vertical order pertains to the NGVD 29 superseded value.
 FB0860
 FB0860.The geoid height was determined by GEOID03.
 FB0860
 FB0860;                    North         East    Units  Estimated Accuracy
 FB0860;SPC NC       -   243,200.      293,280.      MT  (+/- 180 meters Scaled)
 FB0860
 FB0860                          SUPERSEDED SURVEY CONTROL
 FB0860
 FB0860  NGVD 29 (??/??/92)  894.054  (m)         2933.24   (f) ADJ UNCH    ?  
 FB0860
 FB0860.Superseded values are not recommended for survey control.
 FB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0860.See file dsdata.txt to determine how the superseded data were derived.
 FB0860
 FB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV642730(NAD 83)
 FB0860_MARKER: DB = BENCH MARK DISK
 FB0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0860_STAMPING: C 124 1935
 FB0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0860+STABILITY: SURFACE MOTION
 FB0860
 FB0860  HISTORY     - Date     Condition        Report By
 FB0860  HISTORY     - 1935     MONUMENTED       CGS
 FB0860  HISTORY     - 1955     GOOD             NGS
 FB0860
 FB0860                          STATION DESCRIPTION
 FB0860
 FB0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0860'3.2 MI E FROM LITTLE CREEK.
 FB0860'3.2 MILES EAST ALONG STATE HIGHWAY 36 (1938 ROUTE) FROM LITTLE
 FB0860'CREEK, THENCE 2.0 MILES SOUTH ALONG THE OLD HIGHWAY, ON THE
 FB0860'C.L. HOLLIFIELD PROPERTY, 65 FEET NORTH OF THE HOUSE, 350 FEET
 FB0860'EAST OF THE NEW HIGHWAY, 36 FEET EAST OF THE OLD HIGHWAY, 175
 FB0860'FEET NORTHEAST OF A TOBACCO BARN, 44.8 FEET SOUTH OF THE SOUTHWEST
 FB0860'CORNER OF A CHICKEN HOUSE, 9.7 FEET NORTH OF A FENCE CORNER, 6
 FB0860'FEET SOUTH OF A GAP IN THE FENCE, AND 2 FEET WEST OF A WOODEN
 FB0860'FENCE.  A STANDARD DISK, STAMPED C 124 1935 AND SET IN THE TOP
 FB0860'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0657 ***********************************************************************
 FB0657  DESIGNATION -  C 126
 FB0657  PID         -  FB0657
 FB0657  STATE/COUNTY-  NC/MADISON
 FB0657  USGS QUAD   -  SAMS GAP (1978)
 FB0657
 FB0657                         *CURRENT SURVEY CONTROL
 FB0657  ___________________________________________________________________
 FB0657* NAD 83(1986)-  35 55 03.     (N)    082 35 13.     (W)     SCALED    
 FB0657* NAVD 88     -       803.50   (+/-2cm)    2636.1    (feet)  VERTCON   
 FB0657  ___________________________________________________________________
 FB0657  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FB0657  VERT ORDER  -  ? (See Below)
 FB0657
 FB0657.The horizontal coordinates were scaled from a topographic map and have
 FB0657.an estimated accuracy of +/- 6 seconds.
 FB0657
 FB0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0657.The vertical order pertains to the NGVD 29 superseded value.
 FB0657
 FB0657.The geoid height was determined by GEOID03.
 FB0657
 FB0657;                    North         East    Units  Estimated Accuracy
 FB0657;SPC NC       -   246,300.      285,940.      MT  (+/- 180 meters Scaled)
 FB0657
 FB0657                          SUPERSEDED SURVEY CONTROL
 FB0657
 FB0657  NGVD 29 (??/??/92)  803.575  (m)         2636.40   (f) ADJ UNCH    ?  
 FB0657
 FB0657.Superseded values are not recommended for survey control.
 FB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0657.See file dsdata.txt to determine how the superseded data were derived.
 FB0657
 FB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV568759(NAD 83)
 FB0657_MARKER: DB = BENCH MARK DISK
 FB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0657_STAMPING: C 126 1935
 FB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0657+STABILITY: SURFACE MOTION
 FB0657
 FB0657  HISTORY     - Date     Condition        Report By
 FB0657  HISTORY     - 1935     MONUMENTED       CGS
 FB0657  HISTORY     - 1955     GOOD             NGS
 FB0657
 FB0657                          STATION DESCRIPTION
 FB0657
 FB0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0657'2.1 MI W FROM LITTLE CREEK.
 FB0657'2.1 MILES WEST ALONG THE BIG LAUREL CREEK ROAD FROM LITTLE CREEK,
 FB0657'MADISON COUNTY, ON THE DECATUR ENGLISH PROPERTY, 25.8 FEET WEST
 FB0657'OF THE NORTHWEST CORNER OF THE HOUSE, 57.5 FEET SOUTH OF THE
 FB0657'SOUTHWEST CORNER OF AN APPLE HOUSE, 55 FEET SOUTHEAST OF BIG
 FB0657'LAUREL CREEK, 13 FEET SOUTHEAST OF BIG LAUREL CREEK ROAD, 9 FEET
 FB0657'NORTHEAST OF A GATE, AND 4 FEET SOUTHEAST OF A FENCE.  A STANDARD
 FB0657'DISK, STAMPED C 126 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0657'NOTE-- POST AND SIGN SET AT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1073 ***********************************************************************
 FB1073  DESIGNATION -  C 127
 FB1073  PID         -  FB1073
 FB1073  STATE/COUNTY-  NC/BUNCOMBE
 FB1073  USGS QUAD   -  LEICESTER (1990)
 FB1073
 FB1073                         *CURRENT SURVEY CONTROL
 FB1073  ___________________________________________________________________
 FB1073* NAD 83(1986)-  35 39 35.     (N)    082 43 45.     (W)     SCALED    
 FB1073* NAVD 88     -       656.345  (meters)    2153.36   (feet)  ADJUSTED  
 FB1073  ___________________________________________________________________
 FB1073  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 FB1073  DYNAMIC HT  -         655.678 (meters)    2151.17  (feet)  COMP
 FB1073  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 FB1073
 FB1073  VERT ORDER  -  SECOND    CLASS 0
 FB1073
 FB1073.The horizontal coordinates were scaled from a topographic map and have
 FB1073.an estimated accuracy of +/- 6 seconds.
 FB1073
 FB1073.The orthometric height was determined by differential leveling
 FB1073.and adjusted in June 1991.
 FB1073
 FB1073.The geoid height was determined by GEOID03.
 FB1073
 FB1073.The dynamic height is computed by dividing the NAVD 88
 FB1073.geopotential number by the normal gravity value computed on the
 FB1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1073.degrees latitude (g = 980.6199 gals.).
 FB1073
 FB1073.The modeled gravity was interpolated from observed gravity values.
 FB1073
 FB1073;                    North         East    Units  Estimated Accuracy
 FB1073;SPC NC       -   218,190.      272,040.      MT  (+/- 180 meters Scaled)
 FB1073
 FB1073                          SUPERSEDED SURVEY CONTROL
 FB1073
 FB1073  NGVD 29 (??/??/92)  656.408  (m)         2153.57   (f) ADJ UNCH    2 0
 FB1073
 FB1073.Superseded values are not recommended for survey control.
 FB1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1073.See file dsdata.txt to determine how the superseded data were derived.
 FB1073
 FB1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV434475(NAD 83)
 FB1073_MARKER: DB = BENCH MARK DISK
 FB1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1073_STAMPING: C 127 1935
 FB1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1073+STABILITY: SURFACE MOTION
 FB1073
 FB1073  HISTORY     - Date     Condition        Report By
 FB1073  HISTORY     - 1935     MONUMENTED       CGS
 FB1073  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 FB1073  HISTORY     - 19990218 MARK NOT FOUND   NCGS
 FB1073
 FB1073                          STATION DESCRIPTION
 FB1073
 FB1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1073'2.2 MI NW FROM LEICESTER.
 FB1073'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 63 FROM THE POST OFFICE
 FB1073'AT LEICESTER, BUNCOMBE COUNTY, 0.3 MILE NORTHWEST OF THE BRIDGE
 FB1073'OVER SOUTH TURKEY CREEK, 0.2 MILE EAST OF BRICK CHURCH AND CEMETERY
 FB1073'ON THE PROPERTY OF MRS. R.A. DUCKETT, 500 FEET EAST OF A
 FB1073'TWO-STORY YELLOW HOUSE, 100 FEET NORTHEAST OF A BRANCH, 94.3
 FB1073'FEET EAST OF A SHED, 49.6 FEET NORTHWEST OF A POWER-TRANSMISSION
 FB1073'LINE POLE, 60 FEET NORTHWEST OF A FENCE CORNER, 12 FEET NORTHEAST
 FB1073'OF THE HIGHWAY, 5 FEET NORTHEAST OF A FENCE, AND IN THE EDGE OF
 FB1073'A SEDGE FIELD.  A STANDARD DISK, STAMPED C 127 1935 AND SET IN
 FB1073'THE TOP OF A CONCRETE POST.
 FB1073
 FB1073                          STATION RECOVERY (1984)
 FB1073
 FB1073'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB1073'PROBABLY LOST DUE TO HIGHWAY RELOCATION PROJECT.  REFERENCES WITH THE
 FB1073'DESCRIPTION ARE ALL GONE.
 FB1073
 FB1073                          STATION RECOVERY (1999)
 FB1073
 FB1073'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB1073'NOT FOUND, INADEQUATE DESCRIPTION, PROBABLY DESTROYED BY NEW
 FB1073'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0235 ***********************************************************************
 FB0235  DESIGNATION -  C 128
 FB0235  PID         -  FB0235
 FB0235  STATE/COUNTY-  NC/MCDOWELL
 FB0235  USGS QUAD   -  MARION WEST (1994)
 FB0235
 FB0235                         *CURRENT SURVEY CONTROL
 FB0235  ___________________________________________________________________
 FB0235* NAD 83(1986)-  35 43 06.     (N)    082 04 40.     (W)     SCALED    
 FB0235* NAVD 88     -       428.204  (meters)    1404.87   (feet)  ADJUSTED  
 FB0235  ___________________________________________________________________
 FB0235  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FB0235  DYNAMIC HT  -         427.770 (meters)    1403.44  (feet)  COMP
 FB0235  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 FB0235
 FB0235  VERT ORDER  -  SECOND    CLASS 0
 FB0235
 FB0235.The horizontal coordinates were scaled from a topographic map and have
 FB0235.an estimated accuracy of +/- 6 seconds.
 FB0235
 FB0235.The orthometric height was determined by differential leveling
 FB0235.and adjusted in June 1991.
 FB0235
 FB0235.The geoid height was determined by GEOID03.
 FB0235
 FB0235.The dynamic height is computed by dividing the NAVD 88
 FB0235.geopotential number by the normal gravity value computed on the
 FB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0235.degrees latitude (g = 980.6199 gals.).
 FB0235
 FB0235.The modeled gravity was interpolated from observed gravity values.
 FB0235
 FB0235;                    North         East    Units  Estimated Accuracy
 FB0235;SPC NC       -   222,670.      331,190.      MT  (+/- 180 meters Scaled)
 FB0235
 FB0235                          SUPERSEDED SURVEY CONTROL
 FB0235
 FB0235  NGVD 29 (??/??/92)  428.266  (m)         1405.07   (f) ADJ UNCH    2 0
 FB0235
 FB0235.Superseded values are not recommended for survey control.
 FB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0235.See file dsdata.txt to determine how the superseded data were derived.
 FB0235
 FB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV025532(NAD 83)
 FB0235_MARKER: DB = BENCH MARK DISK
 FB0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0235_STAMPING: C 128 1935
 FB0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0235+STABILITY: SURFACE MOTION
 FB0235
 FB0235  HISTORY     - Date     Condition        Report By
 FB0235  HISTORY     - 1935     MONUMENTED       CGS
 FB0235
 FB0235                          STATION DESCRIPTION
 FB0235
 FB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0235'4.2 MI NW FROM MARION.
 FB0235'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 70 AND 64 FROM THE
 FB0235'COUNTY COURTHOUSE AT MARION, MC DOWELL COUNTY, THENCE 2.2
 FB0235'MILES NORTHWEST ALONG STATE HIGHWAY 80, 0.5 MILE SOUTHEAST OF
 FB0235'THE WEST END OF LAKE TAHOMA DAM, 141 YARDS NORTH OF THE JUNCTION
 FB0235'OF A DIRT ROAD LEADING NORTHWEST, 14 FEET SOUTH OF A FOOTPATH
 FB0235'LEADING WEST, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FB0235'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 FB0235'STAMPED C 128 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0269 ***********************************************************************
 FB0269  DESIGNATION -  C 129
 FB0269  PID         -  FB0269
 FB0269  STATE/COUNTY-  NC/MCDOWELL
 FB0269  USGS QUAD   -  OLD FORT (1994)
 FB0269
 FB0269                         *CURRENT SURVEY CONTROL
 FB0269  ___________________________________________________________________
 FB0269* NAD 83(1986)-  35 39 07.     (N)    082 09 56.     (W)     SCALED    
 FB0269* NAVD 88     -       438.226  (meters)    1437.75   (feet)  ADJUSTED  
 FB0269  ___________________________________________________________________
 FB0269  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 FB0269  DYNAMIC HT  -         437.783 (meters)    1436.29  (feet)  COMP
 FB0269  MODELED GRAV-     979,610.5   (mgal)                       NAVD 88
 FB0269
 FB0269  VERT ORDER  -  SECOND    CLASS 0
 FB0269
 FB0269.The horizontal coordinates were scaled from a topographic map and have
 FB0269.an estimated accuracy of +/- 6 seconds.
 FB0269
 FB0269.The orthometric height was determined by differential leveling
 FB0269.and adjusted in June 1991.
 FB0269
 FB0269.The geoid height was determined by GEOID03.
 FB0269
 FB0269.The dynamic height is computed by dividing the NAVD 88
 FB0269.geopotential number by the normal gravity value computed on the
 FB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0269.degrees latitude (g = 980.6199 gals.).
 FB0269
 FB0269.The modeled gravity was interpolated from observed gravity values.
 FB0269
 FB0269;                    North         East    Units  Estimated Accuracy
 FB0269;SPC NC       -   215,560.      323,010.      MT  (+/- 180 meters Scaled)
 FB0269
 FB0269                          SUPERSEDED SURVEY CONTROL
 FB0269
 FB0269  NGVD 29 (??/??/92)  438.298  (m)         1437.98   (f) ADJ UNCH    2 0
 FB0269
 FB0269.Superseded values are not recommended for survey control.
 FB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0269.See file dsdata.txt to determine how the superseded data were derived.
 FB0269
 FB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV944459(NAD 83)
 FB0269_MARKER: DB = BENCH MARK DISK
 FB0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0269_STAMPING: C 129 1935
 FB0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0269+STABILITY: SURFACE MOTION
 FB0269
 FB0269  HISTORY     - Date     Condition        Report By
 FB0269  HISTORY     - 1935     MONUMENTED       CGS
 FB0269  HISTORY     - 1958     MARK NOT FOUND   NGS
 FB0269
 FB0269                          STATION DESCRIPTION
 FB0269
 FB0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0269'1.7 MI NE FROM OLD FORT.
 FB0269'ABOUT 1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 70 AND 64 FROM THE
 FB0269'POST OFFICE AT OLD FORT, MC DOWELL COUNTY, THENCE ABOUT 0.6 MILE
 FB0269'NORTH ALONG CURTIS CREEK ROAD, BETWEEN THE ROAD AND CURTIS CREEK,
 FB0269'IN LINE WITH A ROW OF POLES, 19.5 FEET SOUTH OF THE CENTER LINE
 FB0269'OF THE ROAD, AND 1.5 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 FB0269'STAMPED C 129 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0269
 FB0269                          STATION RECOVERY (1958)
 FB0269
 FB0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FB0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0972 ***********************************************************************
 FB0972  DESIGNATION -  C 130
 FB0972  PID         -  FB0972
 FB0972  STATE/COUNTY-  NC/MADISON
 FB0972  USGS QUAD   -  SPRING CREEK (1946)
 FB0972
 FB0972                         *CURRENT SURVEY CONTROL
 FB0972  ___________________________________________________________________
 FB0972* NAD 83(1986)-  35 49 16.     (N)    082 52 25.     (W)     SCALED    
 FB0972* NAVD 88     -       614.23   (+/-2cm)    2015.2    (feet)  VERTCON   
 FB0972  ___________________________________________________________________
 FB0972  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB0972  VERT ORDER  -  ? (See Below)
 FB0972
 FB0972.The horizontal coordinates were scaled from a topographic map and have
 FB0972.an estimated accuracy of +/- 6 seconds.
 FB0972
 FB0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0972.The vertical order pertains to the NGVD 29 superseded value.
 FB0972
 FB0972.The geoid height was determined by GEOID03.
 FB0972
 FB0972;                    North         East    Units  Estimated Accuracy
 FB0972;SPC NC       -   236,580.      259,670.      MT  (+/- 180 meters Scaled)
 FB0972
 FB0972                          SUPERSEDED SURVEY CONTROL
 FB0972
 FB0972  NGVD 29 (??/??/92)  614.335  (m)         2015.53   (f) ADJ UNCH    ?  
 FB0972
 FB0972.Superseded values are not recommended for survey control.
 FB0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0972.See file dsdata.txt to determine how the superseded data were derived.
 FB0972
 FB0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV307657(NAD 83)
 FB0972_MARKER: DB = BENCH MARK DISK
 FB0972_SETTING: 66 = SET IN ROCK OUTCROP
 FB0972_SP_SET: ROCK OUTCROP
 FB0972_STAMPING: C 130 1935
 FB0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0972+STABILITY: POSITION/ELEVATION WELL
 FB0972
 FB0972  HISTORY     - Date     Condition        Report By
 FB0972  HISTORY     - 1935     MONUMENTED       CGS
 FB0972
 FB0972                          STATION DESCRIPTION
 FB0972
 FB0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0972'1.8 MI NE FROM ROARING FORK SCHOOL.
 FB0972'1.8 MILES NORTHEAST ALONG THE MEADOW FORK ROAD FROM THE JUNCTION
 FB0972'OF THE APPALACHIAN TRAIL AT ROARING FORK SCHOOL, MADISON CO.,
 FB0972'200 FEET EAST AROUND A BEND IN THE ROAD FROM THE E.B. EBBS STORE,
 FB0972'110 FEET NORTHWEST OF A FOOTBRIDGE OVER MEADOW FORK, 4 FEET
 FB0972'NORTHWEST OF THE ROAD, IN A ROAD CUT, AND IN THE FACE OF A ROCK
 FB0972'OUTCROP.  A STANDARD DISK, STAMPED C 130 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0741 ***********************************************************************
 FA0741  DESIGNATION -  C 131
 FA0741  PID         -  FA0741
 FA0741  STATE/COUNTY-  NC/CATAWBA
 FA0741  USGS QUAD   -  LONGVIEW (1993)
 FA0741
 FA0741                         *CURRENT SURVEY CONTROL
 FA0741  ___________________________________________________________________
 FA0741* NAD 83(1986)-  35 43 43.58884(N)    081 23 36.40077(W)     ADJUSTED  
 FA0741* NAVD 88     -       354.369  (meters)    1162.63   (feet)  ADJUSTED  
 FA0741  ___________________________________________________________________
 FA0741  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FA0741  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 FA0741  DYNAMIC HT  -         354.031 (meters)    1161.52  (feet)  COMP
 FA0741  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 FA0741
 FA0741  HORZ ORDER  -  THIRD
 FA0741  VERT ORDER  -  FIRST     CLASS I
 FA0741
 FA0741.The horizontal coordinates were established by classical geodetic methods
 FA0741.and adjusted by the National Geodetic Survey in February 1993.
 FA0741
 FA0741.The orthometric height was determined by differential leveling
 FA0741.and adjusted in June 1991.
 FA0741
 FA0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0741
 FA0741.The geoid height was determined by GEOID03.
 FA0741
 FA0741.The dynamic height is computed by dividing the NAVD 88
 FA0741.geopotential number by the normal gravity value computed on the
 FA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0741.degrees latitude (g = 980.6199 gals.).
 FA0741
 FA0741.The modeled gravity was interpolated from observed gravity values.
 FA0741
 FA0741;                    North         East     Units Scale Factor Converg.
 FA0741;SPC NC       -   222,118.639   393,103.985   MT  0.99990716   -1 22 53.1
 FA0741;SPC NC       -   728,734.23  1,289,708.66   sFT  0.99990716   -1 22 53.1
 FA0741;UTM  17      - 3,953,937.621   464,418.655   MT  0.99961560   -0 13 47.1
 FA0741
 FA0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0741!SPC NC       -   0.99994944  x   0.99990716  =   0.99985660
 FA0741!UTM  17      -   0.99994944  x   0.99961560  =   0.99956506
 FA0741
 FA0741                          SUPERSEDED SURVEY CONTROL
 FA0741
 FA0741  NGVD 29 (??/??/92)  354.546  (m)         1163.21   (f) ADJ UNCH    1 1
 FA0741
 FA0741.Superseded values are not recommended for survey control.
 FA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0741.See file dsdata.txt to determine how the superseded data were derived.
 FA0741
 FA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6441953938(NAD 83)
 FA0741_MARKER: DB = BENCH MARK DISK
 FA0741_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA0741_SP_SET: CONCRETE POST
 FA0741_STAMPING: C 131 1935
 FA0741_MARK LOGO: CGS   
 FA0741_PROJECTION: FLUSH
 FA0741_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0741+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FA0741
 FA0741  HISTORY     - Date     Condition        Report By
 FA0741  HISTORY     - 1935     MONUMENTED       CGS
 FA0741  HISTORY     - 1967     GOOD             NGS
 FA0741  HISTORY     - 1973     GOOD             NGS
 FA0741  HISTORY     - 19870101 GOOD             NCGS
 FA0741  HISTORY     - 19891201 GOOD             NCGS
 FA0741  HISTORY     - 19980824 GOOD             NCGS
 FA0741  HISTORY     - 20020322 GOOD             USPSQD
 FA0741  HISTORY     - 20040816 GOOD             USPSQD
 FA0741  HISTORY     - 20051029 GOOD             USPSQD
 FA0741
 FA0741                          STATION DESCRIPTION
 FA0741
 FA0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0741'1.8 MI E FROM HILDEBRAN.
 FA0741'ABOUT 1.85 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0741'FROM THE POST OFFICE AT HILDEBRAN, 80 YARDS NORTHEAST AND ACROSS THE
 FA0741'TRACK FROM TRIANGULATION STATION PENELOPE 1933, 82 YARDS EAST OF
 FA0741'THE BURKE-CATAWBA COUNTY LINE, 94 1/2 FEET NORTH OF THE NORTH
 FA0741'RAIL OF THE MAIN TRACK, 20 FEET SOUTH OF THE SOUTHWEST CORNER
 FA0741'OF THE PENELOPE BAPTIST CHURCH, 18 FEET WEST OF THE WEST EDGE
 FA0741'OF A CONCRETE SIDEWALK WHICH LEADS TO THE MAIN ENTRANCE TO THE
 FA0741'CHURCH, 13 1/2 FEET NORTH OF A 14-INCH OAK TREE, 2 1/2 FEET
 FA0741'SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, ABOUT 3 FEET
 FA0741'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 FA0741'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 FA0741
 FA0741                          STATION RECOVERY (1973)
 FA0741
 FA0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 FA0741'RECOVERED IN GOOD CONDITION.
 FA0741
 FA0741                          STATION RECOVERY (1987)
 FA0741
 FA0741'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA0741'RECOVERED IN GOOD CONDITION.
 FA0741
 FA0741                          STATION RECOVERY (1989)
 FA0741
 FA0741'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA0741'STATION IS LOCATED IN LONGVIEW AT THE PENELOPE BAPTIST CHURCH AT THE
 FA0741'INTERSECTION OF SR 1007 (1ST AVENUE) AND THIRTY THIRD STREET.
 FA0741'LOCATED 18.0 M (59.1 FT) NORTH OF THE CENTERLINE OF MAIN AVENUE, 5.95
 FA0741'M (19.52 FT) SOUTH OF SOUTHWEST CORNER OF CHURCH, 16.97 M (55.68 FT)
 FA0741'WEST-SOUTHWEST OF SOUTHEAST CORNER OF CHURCH, AND 4.47 M (14.67 FT)
 FA0741'EAST OF EAST END OF CHURCH SIGN.
 FA0741
 FA0741                          STATION RECOVERY (1998)
 FA0741
 FA0741'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA0741'RECOVERED AS DESCRIBED.
 FA0741
 FA0741                          STATION RECOVERY (2002)
 FA0741
 FA0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA0741'RECOVERED IN GOOD CONDITION.
 FA0741
 FA0741                          STATION RECOVERY (2004)
 FA0741
 FA0741'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA0741'RECOVERED IN GOOD CONDITION.
 FA0741
 FA0741                          STATION RECOVERY (2005)
 FA0741
 FA0741'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 FA0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0887 ***********************************************************************
 FB0887  DESIGNATION -  C 132
 FB0887  PID         -  FB0887
 FB0887  STATE/COUNTY-  NC/BUNCOMBE
 FB0887  USGS QUAD   -  CANTON (1990)
 FB0887
 FB0887                         *CURRENT SURVEY CONTROL
 FB0887  ___________________________________________________________________
 FB0887* NAD 83(1986)-  35 35 21.     (N)    082 45 02.     (W)     SCALED    
 FB0887* NAVD 88     -       707.73   (+/-2cm)    2321.9    (feet)  VERTCON   
 FB0887  ___________________________________________________________________
 FB0887  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 FB0887  VERT ORDER  -  ? (See Below)
 FB0887
 FB0887.The horizontal coordinates were scaled from a topographic map and have
 FB0887.an estimated accuracy of +/- 6 seconds.
 FB0887
 FB0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0887.The vertical order pertains to the NGVD 29 superseded value.
 FB0887
 FB0887.The geoid height was determined by GEOID03.
 FB0887
 FB0887;                    North         East    Units  Estimated Accuracy
 FB0887;SPC NC       -   210,440.      269,810.      MT  (+/- 180 meters Scaled)
 FB0887
 FB0887                          SUPERSEDED SURVEY CONTROL
 FB0887
 FB0887  NGVD 29 (??/??/92)  707.763  (m)         2322.05   (f) ADJ UNCH    ?  
 FB0887
 FB0887.Superseded values are not recommended for survey control.
 FB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0887.See file dsdata.txt to determine how the superseded data were derived.
 FB0887
 FB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV414397(NAD 83)
 FB0887_MARKER: DB = BENCH MARK DISK
 FB0887_SETTING: 66 = SET IN ROCK OUTCROP
 FB0887_SP_SET: ROCK OUTCROP
 FB0887_STAMPING: C 132 1935
 FB0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB0887+STABILITY: POSITION/ELEVATION WELL
 FB0887
 FB0887  HISTORY     - Date     Condition        Report By
 FB0887  HISTORY     - 1935     MONUMENTED       CGS
 FB0887
 FB0887                          STATION DESCRIPTION
 FB0887
 FB0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0887'6.4 MI SW FROM LEICESTER.
 FB0887'6.4 MILES SOUTHWEST ALONG THE NEWFOUND CREEK ROAD FROM THE
 FB0887'JUNCTION OF STATE HIGHWAY 63, 0.3 MILES NORTHWEST OF LEICESTER,
 FB0887'0.3 MILE SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST,
 FB0887'ON THE PROPERTY OF PHOEBE WETHERLY, 80 FEET SOUTHEAST OF NEWFOUND
 FB0887'CREEK, 54.2 FEET NORTHWEST OF AN UNPAINTED HOUSE, 30 FEET NORTHEAST
 FB0887'OF A DRIVEWAY, 15.5 FEET NORTHEAST OF AN 8-INCH APPLE TREE, 15
 FB0887'FEET SOUTHEAST OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.
 FB0887'A STANDARD DISK, STAMPED C 132 1935.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1098 ***********************************************************************
 FB1098  DESIGNATION -  C 133
 FB1098  PID         -  FB1098
 FB1098  STATE/COUNTY-  NC/MADISON
 FB1098  USGS QUAD   -  SANDYMUSH (1941)
 FB1098
 FB1098                         *CURRENT SURVEY CONTROL
 FB1098  ___________________________________________________________________
 FB1098* NAD 83(1986)-  35 42 51.     (N)    082 44 59.     (W)     SCALED    
 FB1098* NAVD 88     -       632.861  (meters)    2076.31   (feet)  ADJUSTED  
 FB1098  ___________________________________________________________________
 FB1098  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 FB1098  DYNAMIC HT  -         632.221 (meters)    2074.21  (feet)  COMP
 FB1098  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 FB1098
 FB1098  VERT ORDER  -  SECOND    CLASS 0
 FB1098
 FB1098.The horizontal coordinates were scaled from a topographic map and have
 FB1098.an estimated accuracy of +/- 6 seconds.
 FB1098
 FB1098.The orthometric height was determined by differential leveling
 FB1098.and adjusted in June 1991.
 FB1098
 FB1098.The geoid height was determined by GEOID03.
 FB1098
 FB1098.The dynamic height is computed by dividing the NAVD 88
 FB1098.geopotential number by the normal gravity value computed on the
 FB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1098.degrees latitude (g = 980.6199 gals.).
 FB1098
 FB1098.The modeled gravity was interpolated from observed gravity values.
 FB1098
 FB1098;                    North         East    Units  Estimated Accuracy
 FB1098;SPC NC       -   224,300.      270,410.      MT  (+/- 180 meters Scaled)
 FB1098
 FB1098                          SUPERSEDED SURVEY CONTROL
 FB1098
 FB1098  NGVD 29 (??/??/92)  632.942  (m)         2076.58   (f) ADJ UNCH    2 0
 FB1098
 FB1098.Superseded values are not recommended for survey control.
 FB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1098.See file dsdata.txt to determine how the superseded data were derived.
 FB1098
 FB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV417536(NAD 83)
 FB1098_MARKER: DB = BENCH MARK DISK
 FB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1098_STAMPING: C 133 1935
 FB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1098+STABILITY: SURFACE MOTION
 FB1098
 FB1098  HISTORY     - Date     Condition        Report By
 FB1098  HISTORY     - 1935     MONUMENTED       CGS
 FB1098
 FB1098                          STATION DESCRIPTION
 FB1098
 FB1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1098'0.9 MI N FROM CANTO.
 FB1098'0.9 MILE NORTH ALONG STATE HIGHWAY 213 FROM THE JUNCTION OF
 FB1098'STATE HIGHWAY 63 NEAR CANTO, MADISON COUNTY, AT A HORSESHOE
 FB1098'BEND IN THE HIGHWAY, ON THE PROPERTY OF A.C. TEAGUE, 17 FEET
 FB1098'EAST OF A LOG HOUSE, 40 FEET NORTHWEST OF A GARDEN, 25 FEET
 FB1098'WEST OF A DRAIN, 20 FEET NORTHWEST OF THE HIGHWAY, AND 7.5
 FB1098'FEET SOUTHWEST OF A CRIB.  A STANDARD DISK, STAMPED C 133 1935
 FB1098'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1059 ***********************************************************************
 FB1059  DESIGNATION -  C 134
 FB1059  PID         -  FB1059
 FB1059  STATE/COUNTY-  NC/BUNCOMBE
 FB1059  USGS QUAD   -  WEAVERVILLE (1983)
 FB1059
 FB1059                         *CURRENT SURVEY CONTROL
 FB1059  ___________________________________________________________________
 FB1059* NAD 83(1986)-  35 41 16.     (N)    082 33 06.     (W)     SCALED    
 FB1059* NAVD 88     -       629.54   (+/-2cm)    2065.4    (feet)  VERTCON   
 FB1059  ___________________________________________________________________
 FB1059  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB1059  VERT ORDER  -  ? (See Below)
 FB1059
 FB1059.The horizontal coordinates were scaled from a topographic map and have
 FB1059.an estimated accuracy of +/- 6 seconds.
 FB1059
 FB1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB1059.The vertical order pertains to the NGVD 29 superseded value.
 FB1059
 FB1059.The geoid height was determined by GEOID03.
 FB1059
 FB1059;                    North         East    Units  Estimated Accuracy
 FB1059;SPC NC       -   220,710.      288,210.      MT  (+/- 180 meters Scaled)
 FB1059
 FB1059                          SUPERSEDED SURVEY CONTROL
 FB1059
 FB1059  NGVD 29 (??/??/92)  629.610  (m)         2065.65   (f) ADJ UNCH    ?  
 FB1059
 FB1059.Superseded values are not recommended for survey control.
 FB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1059.See file dsdata.txt to determine how the superseded data were derived.
 FB1059
 FB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV595504(NAD 83)
 FB1059_MARKER: DB = BENCH MARK DISK
 FB1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1059_SP_SET: BUILDING
 FB1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1059
 FB1059  HISTORY     - Date     Condition        Report By
 FB1059  HISTORY     - UNK      MONUMENTED       CGS
 FB1059  HISTORY     - 1938     GOOD             NGS
 FB1059  HISTORY     - 1942     MARK NOT FOUND   NGS
 FB1059
 FB1059                          STATION DESCRIPTION
 FB1059
 FB1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 FB1059'0.9 MI SE FROM WEAVERVILLE.
 FB1059'0.9 MILE SOUTHEAST ALONG THE REEMS CREEK ROAD FROM THE CITY HALL
 FB1059'AT WEAVERVILLE, BUNCOMBE COUNTY, 94 YARDS EAST OF A CULVERT IN
 FB1059'A TURN OF THE ROAD, AT THE TOP OF A SLIGHT GRADE, 9 YARDS SOUTH
 FB1059'OF THE CENTERLINE OF THE REEMS CREEK ROAD, AND IN THE NORTHEAST
 FB1059'CORNER OF AN ABANDONED TWO-STORY HOUSE.
 FB1059
 FB1059                          STATION RECOVERY (1942)
 FB1059
 FB1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 FB1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0203 ***********************************************************************
 FB0203  DESIGNATION -  C 135
 FB0203  PID         -  FB0203
 FB0203  STATE/COUNTY-  NC/YANCEY
 FB0203  USGS QUAD   -  MT MITCHELL (1946)
 FB0203
 FB0203                         *CURRENT SURVEY CONTROL
 FB0203  ___________________________________________________________________
 FB0203* NAD 83(1986)-  35 47 42.     (N)    082 18 32.     (W)     SCALED    
 FB0203* NAVD 88     -       945.08   (+/-2cm)    3100.7    (feet)  VERTCON   
 FB0203  ___________________________________________________________________
 FB0203  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB0203  VERT ORDER  -  ? (See Below)
 FB0203
 FB0203.The horizontal coordinates were scaled from a topographic map and have
 FB0203.an estimated accuracy of +/- 6 seconds.
 FB0203
 FB0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0203.The vertical order pertains to the NGVD 29 superseded value.
 FB0203
 FB0203.The geoid height was determined by GEOID03.
 FB0203
 FB0203;                    North         East    Units  Estimated Accuracy
 FB0203;SPC NC       -   231,840.      310,570.      MT  (+/- 180 meters Scaled)
 FB0203
 FB0203                          SUPERSEDED SURVEY CONTROL
 FB0203
 FB0203  NGVD 29 (??/??/92)  945.087  (m)         3100.67   (f) ADJ UNCH    ?  
 FB0203
 FB0203.Superseded values are not recommended for survey control.
 FB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0203.See file dsdata.txt to determine how the superseded data were derived.
 FB0203
 FB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV817620(NAD 83)
 FB0203_MARKER: DB = BENCH MARK DISK
 FB0203_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0203_STAMPING: C 135 1935
 FB0203_MARK LOGO: CGS   
 FB0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0203
 FB0203  HISTORY     - Date     Condition        Report By
 FB0203  HISTORY     - 1935     MONUMENTED       CGS
 FB0203  HISTORY     - 1941     GOOD             TVA
 FB0203  HISTORY     - 19930915 SEE DESCRIPTION  NCGS
 FB0203
 FB0203                          STATION DESCRIPTION
 FB0203
 FB0203'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1941
 FB0203'2.5 MI S FROM MURCHISON.
 FB0203'ABOUT 2.5 MILES SOUTH ALONG THE WILSON TOLL ROAD FROM THE
 FB0203'JUNCTION OF STATE HIGHWAY 197 AT MURCHISON, YANCEY COUNTY, AT
 FB0203'THE TOLL GATE AT ESKOTA, 14 YARDS EAST OF THE CENTER LINE OF THE
 FB0203'ROAD, AND IN THE NORTHWEST CORNER OF THE YARD OF THE A.E. WILSON
 FB0203'PROPERTY.  A STANDARD DISK, STAMPED C 135 1935 AND SET IN THE
 FB0203'TOP OF A CONCRETE POST.
 FB0203
 FB0203                          STATION RECOVERY (1993)
 FB0203
 FB0203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB0203'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0808 ***********************************************************************
 FB0808  DESIGNATION -  C 136
 FB0808  PID         -  FB0808
 FB0808  STATE/COUNTY-  NC/BUNCOMBE
 FB0808  USGS QUAD   -  ASHEVILLE (1991)
 FB0808
 FB0808                         *CURRENT SURVEY CONTROL
 FB0808  ___________________________________________________________________
 FB0808* NAD 83(1986)-  35 34 19.     (N)    082 31 35.     (W)     SCALED    
 FB0808* NAVD 88     -       626.599  (meters)    2055.77   (feet)  POSTED    
 FB0808  ___________________________________________________________________
 FB0808  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB0808  DYNAMIC HT  -         625.970 (meters)    2053.70  (feet)  COMP
 FB0808  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 FB0808
 FB0808  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FB0808
 FB0808.The horizontal coordinates were scaled from a topographic map and have
 FB0808.an estimated accuracy of +/- 6 seconds.
 FB0808
 FB0808.The orthometric height was determined by differential leveling
 FB0808.and adjusted by the  in 1992.
 FB0808.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FB0808.rate of 0.0 thru 1.0 mm/km.
 FB0808
 FB0808.The geoid height was determined by GEOID03.
 FB0808
 FB0808.The dynamic height is computed by dividing the NAVD 88
 FB0808.geopotential number by the normal gravity value computed on the
 FB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0808.degrees latitude (g = 980.6199 gals.).
 FB0808
 FB0808.The modeled gravity was interpolated from observed gravity values.
 FB0808
 FB0808;                    North         East    Units  Estimated Accuracy
 FB0808;SPC NC       -   207,790.      290,040.      MT  (+/- 180 meters Scaled)
 FB0808
 FB0808                          SUPERSEDED SURVEY CONTROL
 FB0808
 FB0808  NGVD 29 (??/??/92)  626.659  (m)         2055.96   (f) ADJ UNCH    1 2
 FB0808
 FB0808.Superseded values are not recommended for survey control.
 FB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0808.See file dsdata.txt to determine how the superseded data were derived.
 FB0808
 FB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV616375(NAD 83)
 FB0808_MARKER: DB = BENCH MARK DISK
 FB0808_SETTING: 80 = SET IN A BOULDER
 FB0808_SP_SET: BOULDER
 FB0808_STAMPING: C 136 1935
 FB0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0808+STABILITY: SURFACE MOTION
 FB0808
 FB0808  HISTORY     - Date     Condition        Report By
 FB0808  HISTORY     - 1935     MONUMENTED       CGS
 FB0808  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB0808  HISTORY     - 19920318 MARK NOT FOUND   NCGS
 FB0808  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB0808
 FB0808                          STATION DESCRIPTION
 FB0808
 FB0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0808'1 MI E FROM BILTMORE.
 FB0808'1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB0808'BILTMORE, BUNCOMBE COUNTY, 267 FEET EAST OF MILEPOST 138, 80 YARDS
 FB0808'WEST OF THE STATION-ONE-MILE SIGN, AT THE APEX OF THE FIRST CURVE
 FB0808'EAST OF THE MILEPOST, 27.1 FEET NORTH OF THE NORTH RAIL, IN
 FB0808'THE TOP OF A LARGE FLAT-TOPPED BOULDER, AND ABOUT 1-1/2 FEET BELOW
 FB0808'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 136 1935.
 FB0808
 FB0808                          STATION RECOVERY (1967)
 FB0808
 FB0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB0808'MARK NOT FOUND.
 FB0808
 FB0808                          STATION RECOVERY (1992)
 FB0808
 FB0808'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0808'MARK NOT FOUND.
 FB0808
 FB0808                          STATION RECOVERY (2004)
 FB0808
 FB0808'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0901 ***********************************************************************
 FB0901  DESIGNATION -  C 137
 FB0901  PID         -  FB0901
 FB0901  STATE/COUNTY-  NC/MADISON
 FB0901  USGS QUAD   -  MARS HILL (1990)
 FB0901
 FB0901                         *CURRENT SURVEY CONTROL
 FB0901  ___________________________________________________________________
 FB0901* NAD 83(1986)-  35 49 18.     (N)    082 36 41.     (W)     SCALED    
 FB0901* NAVD 88     -       600.90   (+/-2cm)    1971.5    (feet)  VERTCON   
 FB0901  ___________________________________________________________________
 FB0901  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 FB0901  VERT ORDER  -  ? (See Below)
 FB0901
 FB0901.The horizontal coordinates were scaled from a topographic map and have
 FB0901.an estimated accuracy of +/- 6 seconds.
 FB0901
 FB0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0901.The vertical order pertains to the NGVD 29 superseded value.
 FB0901
 FB0901.The geoid height was determined by GEOID03.
 FB0901
 FB0901;                    North         East    Units  Estimated Accuracy
 FB0901;SPC NC       -   235,750.      283,350.      MT  (+/- 180 meters Scaled)
 FB0901
 FB0901                          SUPERSEDED SURVEY CONTROL
 FB0901
 FB0901  NGVD 29 (??/??/92)  600.999  (m)         1971.78   (f) ADJ UNCH    ?  
 FB0901
 FB0901.Superseded values are not recommended for survey control.
 FB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0901.See file dsdata.txt to determine how the superseded data were derived.
 FB0901
 FB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV544653(NAD 83)
 FB0901_MARKER: DB = BENCH MARK DISK
 FB0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0901_SP_SET: BUILDING
 FB0901_STAMPING: C 137 1935
 FB0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0901
 FB0901  HISTORY     - Date     Condition        Report By
 FB0901  HISTORY     - 1935     MONUMENTED       CGS
 FB0901  HISTORY     - 1955     GOOD             NGS
 FB0901  HISTORY     - 19910515 MARK NOT FOUND   USPSQD
 FB0901
 FB0901                          STATION DESCRIPTION
 FB0901
 FB0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FB0901'AT PETERSBURG.
 FB0901'AT PETERSBURG, 4.1 MILES WEST ALONG STATE HIGHWAY 213 FROM
 FB0901'MARS HILL, 70 FEET NORTHEAST OF THE HIGHWAY BRIDGE OVER BULL
 FB0901'CREEK, 18 FEET NORTHWEST OF THE HIGHWAY, 8 FEET NORTHEAST OF THE
 FB0901'BULL CREEK ROAD, ON THE O.S. EDMONDS STORE, 36.5 FEET NORTH
 FB0901'OF THE NORTHEAST CORNER OF THE OLD STORE BUILDING, 30 FEET
 FB0901'NORTHEAST OF AN ESSO GAS PUMP, 41.7 FEET NORTH-NORTHWEST OF A
 FB0901'16-INCH BUCKEYE TREE, IN THE SOUTHWEST CORNER OF THE STORE
 FB0901'BUILDING, AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK,
 FB0901'STAMPED C 137 1935 AND SET VERTICALLY.
 FB0901
 FB0901                          STATION RECOVERY (1991)
 FB0901
 FB0901'RECOVERY NOTE BY US POWER SQUADRON 1991 (NH)
 FB0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1053 ***********************************************************************
 FB1053  DESIGNATION -  C 138
 FB1053  PID         -  FB1053
 FB1053  STATE/COUNTY-  NC/BUNCOMBE
 FB1053  USGS QUAD   -  WEAVERVILLE (1983)
 FB1053
 FB1053                         *CURRENT SURVEY CONTROL
 FB1053  ___________________________________________________________________
 FB1053* NAD 83(1986)-  35 41 09.     (N)    082 34 12.     (W)     SCALED    
 FB1053* NAVD 88     -       625.168  (meters)    2051.07   (feet)  ADJUSTED  
 FB1053  ___________________________________________________________________
 FB1053  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 FB1053  DYNAMIC HT  -         624.534 (meters)    2048.99  (feet)  COMP
 FB1053  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 FB1053
 FB1053  VERT ORDER  -  SECOND    CLASS 0
 FB1053
 FB1053.The horizontal coordinates were scaled from a topographic map and have
 FB1053.an estimated accuracy of +/- 6 seconds.
 FB1053
 FB1053.The orthometric height was determined by differential leveling
 FB1053.and adjusted in June 1991.
 FB1053
 FB1053.The geoid height was determined by GEOID03.
 FB1053
 FB1053.The dynamic height is computed by dividing the NAVD 88
 FB1053.geopotential number by the normal gravity value computed on the
 FB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1053.degrees latitude (g = 980.6199 gals.).
 FB1053
 FB1053.The modeled gravity was interpolated from observed gravity values.
 FB1053
 FB1053;                    North         East    Units  Estimated Accuracy
 FB1053;SPC NC       -   220,550.      286,550.      MT  (+/- 180 meters Scaled)
 FB1053
 FB1053                          SUPERSEDED SURVEY CONTROL
 FB1053
 FB1053  NGVD 29 (??/??/92)  625.242  (m)         2051.31   (f) ADJ UNCH    2 0
 FB1053
 FB1053.Superseded values are not recommended for survey control.
 FB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1053.See file dsdata.txt to determine how the superseded data were derived.
 FB1053
 FB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV579502(NAD 83)
 FB1053_MARKER: DB = BENCH MARK DISK
 FB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1053_STAMPING: C 138 1935
 FB1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1053+STABILITY: SURFACE MOTION
 FB1053
 FB1053  HISTORY     - Date     Condition        Report By
 FB1053  HISTORY     - 1935     MONUMENTED       CGS
 FB1053  HISTORY     - 19950812 MARK NOT FOUND   USPSQD
 FB1053
 FB1053                          STATION DESCRIPTION
 FB1053
 FB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB1053'1 MI S FROM WEAVERVILLE.
 FB1053'1.0 MILE SOUTH ALONG U.S. HIGHWAY 19 AND 23 FROM THE CITY HALL
 FB1053'AT WEAVERVILLE, BUNCOMBE COUNTY, 21 YARDS SOUTHEAST ACROSS THE
 FB1053'HIGHWAY FROM A CONCRETE MONUMENT, 23 FEET NORTH OF THE NORTH END
 FB1053'OF A HIGHWAY CULVERT, 20.4 FEET EAST OF THE CENTERLINE OF THE
 FB1053'HIGHWAY, 8.5 FEET EAST OF THE EAST EDGE OF THE PAVEMENT, 8 INCHES
 FB1053'WEST OF A FENCE LINE, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 FB1053'STANDARD DISK, STAMPED C 138 1935 AND SET IN THE TOP OF A CONCRETE
 FB1053'POST.
 FB1053
 FB1053                          STATION RECOVERY (1995)
 FB1053
 FB1053'RECOVERY NOTE BY US POWER SQUADRON 1995
 FB1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0920 ***********************************************************************
 FB0920  DESIGNATION -  C 141
 FB0920  PID         -  FB0920
 FB0920  STATE/COUNTY-  NC/BUNCOMBE
 FB0920  USGS QUAD   -  ASHEVILLE (1991)
 FB0920
 FB0920                         *CURRENT SURVEY CONTROL
 FB0920  ___________________________________________________________________
 FB0920* NAD 83(1986)-  35 30 58.     (N)    082 34 59.     (W)     SCALED    
 FB0920* NAVD 88     -       688.35   (+/-2cm)    2258.4    (feet)  VERTCON   
 FB0920  ___________________________________________________________________
 FB0920  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 FB0920  VERT ORDER  -  ? (See Below)
 FB0920
 FB0920.The horizontal coordinates were scaled from a topographic map and have
 FB0920.an estimated accuracy of +/- 6 seconds.
 FB0920
 FB0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0920.The vertical order pertains to the NGVD 29 superseded value.
 FB0920
 FB0920.The geoid height was determined by GEOID03.
 FB0920
 FB0920;                    North         East    Units  Estimated Accuracy
 FB0920;SPC NC       -   201,780.      284,690.      MT  (+/- 180 meters Scaled)
 FB0920
 FB0920                          SUPERSEDED SURVEY CONTROL
 FB0920
 FB0920  NGVD 29 (??/??/92)  688.417  (m)         2258.58   (f) ADJ UNCH    ?  
 FB0920
 FB0920.Superseded values are not recommended for survey control.
 FB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0920.See file dsdata.txt to determine how the superseded data were derived.
 FB0920
 FB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV564314(NAD 83)
 FB0920_MARKER: DB = BENCH MARK DISK
 FB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0920_STAMPING: C 141 1935
 FB0920_MARK LOGO: CGS   
 FB0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0920+STABILITY: SURFACE MOTION
 FB0920
 FB0920  HISTORY     - Date     Condition        Report By
 FB0920  HISTORY     - 1935     MONUMENTED       CGS
 FB0920  HISTORY     - 1962     GOOD             NGS
 FB0920  HISTORY     - 19910325 MARK NOT FOUND   NCGS
 FB0920  HISTORY     - 19990901 SEE DESCRIPTION  NCGS
 FB0920
 FB0920                          STATION DESCRIPTION
 FB0920
 FB0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FB0920'12.9 MI SW FROM ASHEVILLE.
 FB0920'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE
 FB0920'AT CANDLER, ON THE PROPERTY OF STEVE REDMAN, 55 FEET WEST OF
 FB0920'THE ONE-STORY HOUSE, 150 FEET NORTH OF THE Y-JUNCTION OF A ROAD
 FB0920'LEADING SOUTH, 88.8 FEET NORTHWEST OF A SPRING, 46 FEET SOUTH OF
 FB0920'A 12-INCH APPLE TREE, 25 FEET EAST OF THE CENTERLINE OF THE
 FB0920'HIGHWAY, 23 FEET NORTHEAST OF THE NORTH GATE POST, 19.8 FEET
 FB0920'NORTH OF A 12-INCH WALNUT TREE, 16.5 FEET WEST OF THE CENTER OF A
 FB0920'BRANCH, 6.7 FEET EAST OF A WOVEN-WIRE FENCE, AND 7 FEET EAST OF
 FB0920'A FENCE POST (WITH A PAINTED CROSS).  A STANDARD DISK, SET IN
 FB0920'THE TOP OF A CONCRETE POST.
 FB0920
 FB0920                          STATION RECOVERY (1991)
 FB0920
 FB0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FB0920'MARK NOT FOUND.
 FB0920
 FB0920                          STATION RECOVERY (1999)
 FB0920
 FB0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB0920'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0216 ***********************************************************************
 FB0216  DESIGNATION -  C 142
 FB0216  PID         -  FB0216
 FB0216  STATE/COUNTY-  NC/YANCEY
 FB0216  USGS QUAD   -  BALD CREEK (1990)
 FB0216
 FB0216                         *CURRENT SURVEY CONTROL
 FB0216  ___________________________________________________________________
 FB0216* NAD 83(1986)-  35 53 19.     (N)    082 23 55.     (W)     SCALED    
 FB0216* NAVD 88     -       785.09   (+/-2cm)    2575.7    (feet)  VERTCON   
 FB0216  ___________________________________________________________________
 FB0216  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB0216  VERT ORDER  -  ? (See Below)
 FB0216
 FB0216.The horizontal coordinates were scaled from a topographic map and have
 FB0216.an estimated accuracy of +/- 6 seconds.
 FB0216
 FB0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0216.The vertical order pertains to the NGVD 29 superseded value.
 FB0216
 FB0216.The geoid height was determined by GEOID03.
 FB0216
 FB0216;                    North         East    Units  Estimated Accuracy
 FB0216;SPC NC       -   242,490.      302,820.      MT  (+/- 180 meters Scaled)
 FB0216
 FB0216                          SUPERSEDED SURVEY CONTROL
 FB0216
 FB0216  NGVD 29 (??/??/92)  785.168  (m)         2576.01   (f) ADJ UNCH    ?  
 FB0216
 FB0216.Superseded values are not recommended for survey control.
 FB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0216.See file dsdata.txt to determine how the superseded data were derived.
 FB0216
 FB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV737724(NAD 83)
 FB0216_MARKER: DB = BENCH MARK DISK
 FB0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0216_STAMPING: C 142 1935
 FB0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0216+STABILITY: SURFACE MOTION
 FB0216
 FB0216  HISTORY     - Date     Condition        Report By
 FB0216  HISTORY     - 1935     MONUMENTED       CGS
 FB0216  HISTORY     - 1938     GOOD             TVA
 FB0216
 FB0216                          STATION DESCRIPTION
 FB0216
 FB0216'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 FB0216'2.5 MI E FROM BALD CREEK.
 FB0216'ABOUT 2-1/2 MILES EAST ALONG U.S. HIGHWAY 19E FROM BALD CREEK,
 FB0216'YANCEY COUNTY, THENCE 2.0 MILES SOUTH ALONG THE PRICE CREEK-INDIAN
 FB0216'CREEK ROAD, ABOUT 0.9 MILE NORTHEAST OF PAINT GAP, ON THE MRS.
 FB0216'IDA AUSTIN PROPERTY, 160 FEET SOUTHEAST OF THE HOUSE, IN THE
 FB0216'BARNYARD, 25.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN,
 FB0216'23.7 FEET NORTHEAST OF A 10-INCH (LEANING) APPLE TREE, 18 FEET
 FB0216'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHWEST OF A GAP
 FB0216'GATE, 8 FEET NORTH OF A DRAIN, AND 4 FEET NORTH OF A WOODEN
 FB0216'FENCE.  A STANDARD DISK, STAMPED C 142 1935 AND SET IN THE TOP
 FB0216'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6081 ***********************************************************************
 AA6081  DESIGNATION -  C 142
 AA6081  PID         -  AA6081
 AA6081  STATE/COUNTY-  NC/BUNCOMBE
 AA6081  USGS QUAD   -  OTEEN (1990)
 AA6081
 AA6081                         *CURRENT SURVEY CONTROL
 AA6081  ___________________________________________________________________
 AA6081* NAD 83(2001)-  35 33 00.45146(N)    082 28 08.25187(W)     ADJUSTED  
 AA6081* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 AA6081  ___________________________________________________________________
 AA6081  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA6081  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AA6081  HORZ ORDER  -  SECOND
 AA6081
 AA6081.The horizontal coordinates were established by classical geodetic methods
 AA6081.and adjusted by the National Geodetic Survey in August 2005.
 AA6081
 AA6081.The orthometric height was scaled from a topographic map.
 AA6081
 AA6081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6081
 AA6081.The geoid height was determined by GEOID03.
 AA6081
 AA6081;                    North         East     Units Scale Factor Converg.
 AA6081;SPC NC       -   205,183.677   295,160.175   MT  0.99988611   -2 00 07.8
 AA6081;SPC NC       -   673,173.45    968,371.34   sFT  0.99988611   -2 00 07.8
 AA6081;UTM  17      - 3,935,045.152   366,853.619   MT  0.99981846   -0 51 15.1
 AA6081
 AA6081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6081!SPC NC       -   0.99989839  x   0.99988611  =   0.99978451
 AA6081!UTM  17      -   0.99989839  x   0.99981846  =   0.99971687
 AA6081
 AA6081                          SUPERSEDED SURVEY CONTROL
 AA6081
 AA6081  NAD 83(1995)-  35 33 00.45451(N)    082 28 08.25152(W) AD(       ) 2
 AA6081  NAD 83(1986)-  35 33 00.45868(N)    082 28 08.25066(W) AD(       ) 2
 AA6081
 AA6081.Superseded values are not recommended for survey control.
 AA6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6081.See file dsdata.txt to determine how the superseded data were derived.
 AA6081
 AA6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6685435045(NAD 83)
 AA6081_MARKER: DB = BENCH MARK DISK
 AA6081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6081_SP_SET: CONCRETE POST
 AA6081_STAMPING: C 142 1935
 AA6081_MARK LOGO: CGS   
 AA6081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6081+STABILITY: SURFACE MOTION
 AA6081
 AA6081  HISTORY     - Date     Condition        Report By
 AA6081  HISTORY     - 1935     MONUMENTED       CGS
 AA6081  HISTORY     - 19840101 GOOD             NCGS
 AA6081
 AA6081                          STATION DESCRIPTION
 AA6081
 AA6081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6081'ALTHOUGH THIS STATION WAS SET IN 1935, NO DESCRIPTION COULD BE FOUND
 AA6081'IN THE PUBLISHED DATA.  ANOTHER STATION--C 142 1935--EXISTS IN YANCEY
 AA6081'COUNTY. STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF
 AA6081'FAIRVIEW, 5.8 MI (9.3 KM) SOUTHEAST OF ASHEVILLE. ALONG US 74 FOR 2.0
 AA6081'MI (3.2 KM) SOUTHEAST OF THE I-40 OVERPASS, OR ABOUT 150 FEET
 AA6081'WEST-NORTHWEST OF SR 2771 (EAST-MOST INTERSECTION). MARK IS DRILLED
 AA6081'INTO WEST END OF CONCRETE HEADWALL, AND IS 2 FEET LOWER THAN US 74.
 AA6081'LOCATED 16.2 FT (4.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 74,
 AA6081'112.0 FT (34.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF GRAVEL ROAD,
 AA6081'138.4 FT (42.2 M) EAST-SOUTHEAST OF FIRE HYDRANT, AND 23.0 FT (7.0 M)
 AA6081'NORTH OF SIGN POST WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA0653 ***********************************************************************
 GA0653  DESIGNATION -  C 143
 GA0653  PID         -  GA0653
 GA0653  STATE/COUNTY-  NC/YANCEY
 GA0653  USGS QUAD   -  HUNTDALE (1939)
 GA0653
 GA0653                         *CURRENT SURVEY CONTROL
 GA0653  ___________________________________________________________________
 GA0653* NAD 83(1986)-  36 01 37.     (N)    082 19 37.     (W)     SCALED    
 GA0653* NAVD 88     -       625.72   (+/-2cm)    2052.9    (feet)  VERTCON   
 GA0653  ___________________________________________________________________
 GA0653  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 GA0653  VERT ORDER  -  ? (See Below)
 GA0653
 GA0653.The horizontal coordinates were scaled from a topographic map and have
 GA0653.an estimated accuracy of +/- 6 seconds.
 GA0653
 GA0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA0653.The vertical order pertains to the NGVD 29 superseded value.
 GA0653
 GA0653.The geoid height was determined by GEOID03.
 GA0653
 GA0653;                    North         East    Units  Estimated Accuracy
 GA0653;SPC NC       -   257,620.      309,800.      MT  (+/- 180 meters Scaled)
 GA0653
 GA0653                          SUPERSEDED SURVEY CONTROL
 GA0653
 GA0653  NGVD 29 (??/??/92)  625.807  (m)         2053.17   (f) ADJ UNCH    ?  
 GA0653
 GA0653.Superseded values are not recommended for survey control.
 GA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA0653.See file dsdata.txt to determine how the superseded data were derived.
 GA0653
 GA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV804877(NAD 83)
 GA0653_MARKER: DB = BENCH MARK DISK
 GA0653_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 GA0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA0653_STAMPING: C 143 1935
 GA0653_MARK LOGO: CGS   
 GA0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA0653
 GA0653  HISTORY     - Date     Condition        Report By
 GA0653  HISTORY     - 1935     MONUMENTED       CGS
 GA0653  HISTORY     - 1938     GOOD             TVA
 GA0653  HISTORY     - 19941208 SEE DESCRIPTION  NCGS
 GA0653
 GA0653                          STATION DESCRIPTION
 GA0653
 GA0653'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1938
 GA0653'0.7 MI SW FROM HUNTDALE.
 GA0653'IN YANCEY COUNTY, 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 26 FROM
 GA0653'HUNTDALE, MITCHELL COUNTY, 600 FEET NORTH OF A STEEL BRIDGE
 GA0653'OVER CANE RIVER, 450 FEET SOUTH OF THE CONFLUENCE OF CANE RIVER
 GA0653'AND NORTH TOE RIVER, 350 FEET SOUTH OF THE HEN LEWIS HOUSE, 200
 GA0653'FEET SOUTH OF THE STORE, 45 FEET EAST OF CANE RIVER, AND 10 FEET
 GA0653'WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 143 1935 AND
 GA0653'SET IN THE TOP OF A CONCRETE POST.
 GA0653
 GA0653                          STATION RECOVERY (1994)
 GA0653
 GA0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 GA0653'STATION SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED BY ROAD
 GA0653'IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0858 ***********************************************************************
 FB0858  DESIGNATION -  C 144
 FB0858  PID         -  FB0858
 FB0858  STATE/COUNTY-  NC/HAYWOOD
 FB0858  USGS QUAD   -  CLYDE (1978)
 FB0858
 FB0858                         *CURRENT SURVEY CONTROL
 FB0858  ___________________________________________________________________
 FB0858* NAD 83(2007)-  35 31 30.70243(N)    082 59 22.23125(W)     ADJUSTED  
 FB0858* NAVD 88     -       787.32   (+/-2cm)    2583.1    (feet)  VERTCON   
 FB0858  ___________________________________________________________________
 FB0858  EPOCH DATE  -        2002.00
 FB0858  X           -     634,348.893 (meters)                     COMP
 FB0858  Y           -  -5,158,548.065 (meters)                     COMP
 FB0858  Z           -   3,685,884.189 (meters)                     COMP
 FB0858  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 FB0858  ELLIP HEIGHT-         758.596 (meters)          (02/10/07) ADJUSTED
 FB0858  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 FB0858
 FB0858  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB0858  Type    PID    Designation                      North   East  Ellip
 FB0858  -------------------------------------------------------------------
 FB0858  NETWORK FB0858 C 144                             1.20   0.80   2.70
 FB0858  -------------------------------------------------------------------
 FB0858  VERT ORDER  -  ? (See Below)
 FB0858
 FB0858.The horizontal coordinates were established by GPS observations
 FB0858.and adjusted by the National Geodetic Survey in February 2007.
 FB0858
 FB0858.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB0858.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB0858.The horizontal coordinates are valid at the epoch date displayed above.
 FB0858.The epoch date for horizontal control is a decimal equivalence
 FB0858.of Year/Month/Day.
 FB0858
 FB0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB0858.The vertical order pertains to the NGVD 29 superseded value.
 FB0858
 FB0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB0858
 FB0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB0858
 FB0858.The ellipsoidal height was determined by GPS observations
 FB0858.and is referenced to NAD 83.
 FB0858
 FB0858.The geoid height was determined by GEOID03.
 FB0858
 FB0858;                    North         East     Units Scale Factor Converg.
 FB0858;SPC NC       -   204,192.713   247,887.973   MT  0.99988394   -2 18 09.5
 FB0858;SPC NC       -   669,922.26    813,279.12   sFT  0.99988394   -2 18 09.5
 FB0858;UTM  17      - 3,933,107.983   319,609.778   MT  1.00000102   -1 09 22.8
 FB0858
 FB0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB0858!SPC NC       -   0.99988095  x   0.99988394  =   0.99976490
 FB0858!UTM  17      -   0.99988095  x   1.00000102  =   0.99988197
 FB0858
 FB0858                          SUPERSEDED SURVEY CONTROL
 FB0858
 FB0858  NAD 83(2001)-  35 31 30.70227(N)    082 59 22.23114(W) AD(       ) 1
 FB0858  ELLIP H (03/13/03)  758.608  (m)                       GP(       ) 4 2
 FB0858  NAD 83(1995)-  35 31 30.70257(N)    082 59 22.23128(W) AD(       ) 1
 FB0858  NAD 83(1986)-  35 31 30.70996(N)    082 59 22.23123(W) AD(       ) 1
 FB0858  NAD 83(1986)-  35 31 30.70993(N)    082 59 22.23115(W) AD(       ) 1
 FB0858  NGVD 29 (??/??/92)  787.362  (m)         2583.20   (f) ADJ UNCH    ?  
 FB0858
 FB0858.Superseded values are not recommended for survey control.
 FB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0858.See file dsdata.txt to determine how the superseded data were derived.
 FB0858
 FB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1961033108(NAD 83)
 FB0858_MARKER: DB = BENCH MARK DISK
 FB0858_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0858_STAMPING: C 144 1935
 FB0858_MARK LOGO: CGS   
 FB0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB0858+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 FB0858
 FB0858  HISTORY     - Date     Condition        Report By
 FB0858  HISTORY     - 1935     MONUMENTED       CGS
 FB0858  HISTORY     - 19860101 GOOD             NCGS
 FB0858  HISTORY     - 20000714 GOOD             MAC
 FB0858  HISTORY     - 20051117 GOOD             MAC
 FB0858
 FB0858                          STATION DESCRIPTION
 FB0858
 FB0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0858'1.8 MI W FROM LAKE JUNALUSKA.
 FB0858'1.8 MILES WEST ALONG LAKE SHORE DRIVE FROM THE POST OFFICE AT
 FB0858'LAKE JUNALUSKA, 180 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 284,
 FB0858'ON THE PROPERTY OF HARDY LINER, IN LINE WITH A ROW OF MAPLE TREES
 FB0858'IN THE FRONT YARD, 14 FEET WEST OF THE NORTHEAST CORNER OF THE
 FB0858'YARD, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET
 FB0858'WEST OF THE CENTERLINE OF AN ALLEY, 32.5 FEET SOUTHWEST OF A
 FB0858'POWER-TRANSMISSION LINE POLE, 12 FEET WEST OF THE EASTERNMOST
 FB0858'MAPLE TREE, AND 11 FEET EAST OF A 4-INCH MAPLE TREE.  A STANDARD
 FB0858'DISK, STAMPED C 144 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0858
 FB0858                          STATION RECOVERY (1986)
 FB0858
 FB0858'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 FB0858'STATION IS LOCATED 3.7 KM (2.3 MI) NORTH OF WAYNESVILLE. PROCEED ALONG
 FB0858'US 276 FOR 0.16 KM (0.10 MI) SOUTH FROM THE US 19-276 JUNCTION, THENCE
 FB0858'ALONG SR 1207 (OLD DELLWOOD ROAD) FOR 0.16 KM (0.10 MI) , AND STATION
 FB0858'IN EAST SIDE OF YARD NEAR FENCE. MARK IS 1 INCH BELOW GROUND AND LEVEL
 FB0858'WITH THE HIGHWAY.  LOCATED 8.84 M (29.00 FT) SOUTH-SOUTHWEST OF
 FB0858'CENTERLINE OF ROAD, 1.64 M (5.38 FT) SOUTHWEST OF FENCE CORNER, 25.21
 FB0858'M (82.71 FT) EAST-NORTHEAST OF THE EAST CORNER OF THE HOUSE, AND 12.00
 FB0858'M (39.37 FT) NORTHEAST OF LIGHT AND POWER POLE (A 246) WITH REFERENCE
 FB0858'TAG.
 FB0858
 FB0858                          STATION RECOVERY (2000)
 FB0858
 FB0858'RECOVERY NOTE BY MATTERN AND CRAIG 2000 (JAN)
 FB0858'RECOVERED IN GOOD CONDITION.
 FB0858
 FB0858                          STATION RECOVERY (2005)
 FB0858
 FB0858'RECOVERY NOTE BY MATTERN AND CRAIG 2005 (TMS)
 FB0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0129 ***********************************************************************
 EA0129  DESIGNATION -  C 145
 EA0129  PID         -  EA0129
 EA0129  STATE/COUNTY-  NC/CARTERET
 EA0129  USGS QUAD   -  MANSFIELD (1994)
 EA0129
 EA0129                         *CURRENT SURVEY CONTROL
 EA0129  ___________________________________________________________________
 EA0129* NAD 83(1986)-  34 44 38.     (N)    076 48 40.     (W)     SCALED    
 EA0129* NAVD 88     -         3.755  (meters)      12.32   (feet)  ADJUSTED  
 EA0129  ___________________________________________________________________
 EA0129  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 EA0129  DYNAMIC HT  -           3.751 (meters)      12.31  (feet)  COMP
 EA0129  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 EA0129
 EA0129  VERT ORDER  -  FIRST     CLASS I
 EA0129
 EA0129.The horizontal coordinates were scaled from a topographic map and have
 EA0129.an estimated accuracy of +/- 6 seconds.
 EA0129
 EA0129.The orthometric height was determined by differential leveling
 EA0129.and adjusted in June 1991.
 EA0129
 EA0129.The geoid height was determined by GEOID03.
 EA0129
 EA0129.The dynamic height is computed by dividing the NAVD 88
 EA0129.geopotential number by the normal gravity value computed on the
 EA0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0129.degrees latitude (g = 980.6199 gals.).
 EA0129
 EA0129.The modeled gravity was interpolated from observed gravity values.
 EA0129
 EA0129;                    North         East    Units  Estimated Accuracy
 EA0129;SPC NC       -   112,460.      810,010.      MT  (+/- 180 meters Scaled)
 EA0129
 EA0129                          SUPERSEDED SURVEY CONTROL
 EA0129
 EA0129  NGVD 29 (??/??/92)    4.079  (m)           13.38   (f) ADJ UNCH    1 1
 EA0129
 EA0129.Superseded values are not recommended for survey control.
 EA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0129.See file dsdata.txt to determine how the superseded data were derived.
 EA0129
 EA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD342461(NAD 83)
 EA0129_MARKER: DB = BENCH MARK DISK
 EA0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0129_STAMPING: C 145 1935
 EA0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0129+STABILITY: SURFACE MOTION
 EA0129
 EA0129  HISTORY     - Date     Condition        Report By
 EA0129  HISTORY     - 1935     MONUMENTED       CGS
 EA0129  HISTORY     - 1963     GOOD             NGS
 EA0129
 EA0129                          STATION DESCRIPTION
 EA0129
 EA0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0129'4.2 MI SW FROM NEWPORT.
 EA0129'ABOUT 4.2 MILES SOUTHEAST ALONG THE ATLANTIC AND EAST CAROLINA
 EA0129'RAILROAD FROM THE STATION AT NEWPORT, 0.1 MILE NORTHWEST OF
 EA0129'MILEPOST 88, 24 FEET NORTHEAST OF THE NORTHEAST RAIL, 309 FEET
 EA0129'SOUTHEAST OF THE CENTER OF THE CROSSING OF SAND ROAD 1153, 5
 EA0129'FEET SOUTHEAST OF TELEPHONE POLE 912, 2.0 FEET NORTHWEST OF A
 EA0129'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 EA0129'TOP OF A CONCRETE POST PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0611 ***********************************************************************
 EY0611  DESIGNATION -  C 146
 EY0611  PID         -  EY0611
 EY0611  STATE/COUNTY-  NC/CRAVEN
 EY0611  USGS QUAD   -  NEW BERN (1994)
 EY0611
 EY0611                         *CURRENT SURVEY CONTROL
 EY0611  ___________________________________________________________________
 EY0611* NAD 83(1986)-  35 05 00.     (N)    077 02 05.     (W)     SCALED    
 EY0611* NAVD 88     -         3.868  (meters)      12.69   (feet)  ADJUSTED  
 EY0611  ___________________________________________________________________
 EY0611  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EY0611  DYNAMIC HT  -           3.865 (meters)      12.68  (feet)  COMP
 EY0611  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 EY0611
 EY0611  VERT ORDER  -  FIRST     CLASS I
 EY0611
 EY0611.The horizontal coordinates were scaled from a topographic map and have
 EY0611.an estimated accuracy of +/- 6 seconds.
 EY0611
 EY0611.The orthometric height was determined by differential leveling
 EY0611.and adjusted in June 1991.
 EY0611
 EY0611.The geoid height was determined by GEOID03.
 EY0611
 EY0611.The dynamic height is computed by dividing the NAVD 88
 EY0611.geopotential number by the normal gravity value computed on the
 EY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0611.degrees latitude (g = 980.6199 gals.).
 EY0611
 EY0611.The modeled gravity was interpolated from observed gravity values.
 EY0611
 EY0611;                    North         East    Units  Estimated Accuracy
 EY0611;SPC NC       -   149,680.      788,790.      MT  (+/- 180 meters Scaled)
 EY0611
 EY0611                          SUPERSEDED SURVEY CONTROL
 EY0611
 EY0611  NGVD 29 (??/??/92)    4.188  (m)           13.74   (f) ADJ UNCH    1 1
 EY0611
 EY0611.Superseded values are not recommended for survey control.
 EY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0611.See file dsdata.txt to determine how the superseded data were derived.
 EY0611
 EY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD145841(NAD 83)
 EY0611_MARKER: DB = BENCH MARK DISK
 EY0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0611_STAMPING: C 146 1935
 EY0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0611+STABILITY: SURFACE MOTION
 EY0611
 EY0611  HISTORY     - Date     Condition        Report By
 EY0611  HISTORY     - 1935     MONUMENTED       CGS
 EY0611  HISTORY     - 1963     GOOD             NGS
 EY0611
 EY0611                          STATION DESCRIPTION
 EY0611
 EY0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0611'2 MI S FROM NEW BERN.
 EY0611'ABOUT 2.05 MILES SOUTH ALONG THE ATLANTIC AND EAST CAROLINA
 EY0611'RAILROAD FROM THE POST OFFICE AT NEW BERN, 0.25 MILE NORTH OF
 EY0611'MILEPOST 61, 92 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 EY0611'OF A FARM ROAD, 107 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 EY0611'THE JAMES CITY CEMETERY, 29.4 FEET EAST OF THE EAST RAIL,
 EY0611'2 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 EY0611'LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING
 EY0611'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0343 ***********************************************************************
 EA0343  DESIGNATION -  C 148
 EA0343  PID         -  EA0343
 EA0343  STATE/COUNTY-  NC/ONSLOW
 EA0343  USGS QUAD   -  SNEADS FERRY (1988)
 EA0343
 EA0343                         *CURRENT SURVEY CONTROL
 EA0343  ___________________________________________________________________
 EA0343* NAD 83(1986)-  34 34 58.     (N)    077 29 00.     (W)     SCALED    
 EA0343* NAVD 88     -        20.211  (meters)      66.31   (feet)  POSTED    
 EA0343  ___________________________________________________________________
 EA0343  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA0343  DYNAMIC HT  -          20.190 (meters)      66.24  (feet)  COMP
 EA0343  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 EA0343
 EA0343  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EA0343
 EA0343.The horizontal coordinates were scaled from a topographic map and have
 EA0343.an estimated accuracy of +/- 6 seconds.
 EA0343
 EA0343.The orthometric height was determined by differential leveling
 EA0343.and adjusted by the  in 1992.
 EA0343.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EA0343.rate of 1.1 thru 2.0 mm/km.
 EA0343
 EA0343.The geoid height was determined by GEOID03.
 EA0343
 EA0343.The dynamic height is computed by dividing the NAVD 88
 EA0343.geopotential number by the normal gravity value computed on the
 EA0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0343.degrees latitude (g = 980.6199 gals.).
 EA0343
 EA0343.The modeled gravity was interpolated from observed gravity values.
 EA0343
 EA0343;                    North         East    Units  Estimated Accuracy
 EA0343;SPC NC       -    93,450.      748,740.      MT  (+/- 180 meters Scaled)
 EA0343
 EA0343                          SUPERSEDED SURVEY CONTROL
 EA0343
 EA0343  NGVD 29 (??/??/92)   20.52   (m)           67.3    (f) COMPUTED    2 0
 EA0343
 EA0343.Superseded values are not recommended for survey control.
 EA0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0343.See file dsdata.txt to determine how the superseded data were derived.
 EA0343
 EA0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD722295(NAD 83)
 EA0343_MARKER: DB = BENCH MARK DISK
 EA0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0343_STAMPING: C 148 1935
 EA0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0343+STABILITY: SURFACE MOTION
 EA0343
 EA0343  HISTORY     - Date     Condition        Report By
 EA0343  HISTORY     - 1935     MONUMENTED       CGS
 EA0343  HISTORY     - 1963     MARK NOT FOUND   NGS
 EA0343
 EA0343                          STATION DESCRIPTION
 EA0343
 EA0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0343'0.6 MI S FROM DIXON.
 EA0343'0.6 MILE SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 EA0343'STATION AT DIXON, ONSLOW COUNTY, 47 YARDS SOUTH OF MILEPOST W.
 EA0343'37, 26.5 FEET EAST OF THE EAST RAIL, ABOUT 55 YARDS WEST OF THE
 EA0343'CENTERLINE OF U.S. HIGHWAY 17, 4.5 FEET SOUTHWEST OF A POLE, ABOUT
 EA0343'2 FEET HIGHER THAN THE TOP OF THE RAIL, AND SET IN THE TOP OF A
 EA0343'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0630 ***********************************************************************
 EZ0630  DESIGNATION -  C 151
 EZ0630  PID         -  EZ0630
 EZ0630  STATE/COUNTY-  NC/DURHAM
 EZ0630  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0630
 EZ0630                         *CURRENT SURVEY CONTROL
 EZ0630  ___________________________________________________________________
 EZ0630* NAD 83(1986)-  35 52 59.     (N)    078 51 07.     (W)     SCALED    
 EZ0630* NAVD 88     -       122.901  (meters)     403.22   (feet)  ADJUSTED  
 EZ0630  ___________________________________________________________________
 EZ0630  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EZ0630  DYNAMIC HT  -         122.798 (meters)     402.88  (feet)  COMP
 EZ0630  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 EZ0630
 EZ0630  VERT ORDER  -  FIRST     CLASS I
 EZ0630
 EZ0630.The horizontal coordinates were scaled from a topographic map and have
 EZ0630.an estimated accuracy of +/- 6 seconds.
 EZ0630
 EZ0630.The orthometric height was determined by differential leveling
 EZ0630.and adjusted in June 1991.
 EZ0630.WARNING-Repeat measurements at this control monument indicate possible
 EZ0630.vertical movement.
 EZ0630
 EZ0630.The geoid height was determined by GEOID03.
 EZ0630
 EZ0630.The dynamic height is computed by dividing the NAVD 88
 EZ0630.geopotential number by the normal gravity value computed on the
 EZ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0630.degrees latitude (g = 980.6199 gals.).
 EZ0630
 EZ0630.The modeled gravity was interpolated from observed gravity values.
 EZ0630
 EZ0630;                    North         East    Units  Estimated Accuracy
 EZ0630;SPC NC       -   236,640.      622,970.      MT  (+/- 180 meters Scaled)
 EZ0630
 EZ0630                          SUPERSEDED SURVEY CONTROL
 EZ0630
 EZ0630  NGVD 29 (??/??/92)  123.152  (m)          404.04   (f) ADJ UNCH    1 1
 EZ0630
 EZ0630.Superseded values are not recommended for survey control.
 EZ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0630.See file dsdata.txt to determine how the superseded data were derived.
 EZ0630
 EZ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV938731(NAD 83)
 EZ0630_MARKER: DB = BENCH MARK DISK
 EZ0630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EZ0630_SP_SET: ABUTMENT
 EZ0630_STAMPING: C 151 1935
 EZ0630_MARK LOGO: CGS   
 EZ0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0630+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EZ0630
 EZ0630  HISTORY     - Date     Condition        Report By
 EZ0630  HISTORY     - 1935     MONUMENTED       CGS
 EZ0630  HISTORY     - 1967     GOOD             NGS
 EZ0630  HISTORY     - 1973     GOOD             NGS
 EZ0630  HISTORY     - 1988     GOOD             USPSQD
 EZ0630  HISTORY     - 19960319 GOOD             NCGS
 EZ0630  HISTORY     - 20041126 GOOD             GEOCAC
 EZ0630  HISTORY     - 20051212 GOOD             USPSQD
 EZ0630
 EZ0630                          STATION DESCRIPTION
 EZ0630
 EZ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EZ0630'4.6 MI NW FROM MORRISVILLE.
 EZ0630'ABOUT 4.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0630'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 0.1 MILE SOUTHWEST
 EZ0630'OF MILEPOST 64, SET IN THE TOP OF THE NORTHWEST END OF THE
 EZ0630'NORTHEAST CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR STATE
 EZ0630'HIGHWAY 54, 6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 EZ0630'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 EZ0630
 EZ0630                          STATION RECOVERY (1973)
 EZ0630
 EZ0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EZ0630'RECOVERED IN GOOD CONDITION.
 EZ0630
 EZ0630                          STATION RECOVERY (1988)
 EZ0630
 EZ0630'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ0630'RECOVERED IN GOOD CONDITION.
 EZ0630
 EZ0630                          STATION RECOVERY (1996)
 EZ0630
 EZ0630'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ0630'RECOVERED AS DESCRIBED.  MARK IS ABOUT 0.5-FOOT BELOW THE LEVEL OF THE
 EZ0630'TRACK.
 EZ0630
 EZ0630                          STATION RECOVERY (2004)
 EZ0630
 EZ0630'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ0630'RAILROAD OVERPASS SCHEDULED TO BE DESTROYED DURING 2005. ROAD BEING
 EZ0630'WIDENED. NEW OVERPASS BEING CONSTRUCTED IMMEDIATELY WEST OF OLD
 EZ0630'TRESTLE.
 EZ0630' 
 EZ0630
 EZ0630                          STATION RECOVERY (2005)
 EZ0630
 EZ0630'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0899 ***********************************************************************
 FY0899  DESIGNATION -  C 153
 FY0899  PID         -  FY0899
 FY0899  STATE/COUNTY-  NC/ALAMANCE
 FY0899  USGS QUAD   -  BURLINGTON (1981)
 FY0899
 FY0899                         *CURRENT SURVEY CONTROL
 FY0899  ___________________________________________________________________
 FY0899* NAD 83(1986)-  36 04 49.     (N)    079 23 55.     (W)     SCALED    
 FY0899* NAVD 88     -       190.327  (meters)     624.43   (feet)  ADJUSTED  
 FY0899  ___________________________________________________________________
 FY0899  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 FY0899  DYNAMIC HT  -         190.177 (meters)     623.94  (feet)  COMP
 FY0899  MODELED GRAV-     979,837.9   (mgal)                       NAVD 88
 FY0899
 FY0899  VERT ORDER  -  FIRST     CLASS II
 FY0899
 FY0899.The horizontal coordinates were scaled from a topographic map and have
 FY0899.an estimated accuracy of +/- 6 seconds.
 FY0899
 FY0899.The orthometric height was determined by differential leveling
 FY0899.and adjusted in June 1991.
 FY0899
 FY0899.The geoid height was determined by GEOID03.
 FY0899
 FY0899.The dynamic height is computed by dividing the NAVD 88
 FY0899.geopotential number by the normal gravity value computed on the
 FY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0899.degrees latitude (g = 980.6199 gals.).
 FY0899
 FY0899.The modeled gravity was interpolated from observed gravity values.
 FY0899
 FY0899;                    North         East    Units  Estimated Accuracy
 FY0899;SPC NC       -   258,580.      573,700.      MT  (+/- 180 meters Scaled)
 FY0899
 FY0899                          SUPERSEDED SURVEY CONTROL
 FY0899
 FY0899  NGVD 29 (??/??/92)  190.59   (m)          625.3    (f) COMPUTED    1 2
 FY0899
 FY0899.Superseded values are not recommended for survey control.
 FY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0899.See file dsdata.txt to determine how the superseded data were derived.
 FY0899
 FY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV441940(NAD 83)
 FY0899_MARKER: DB = BENCH MARK DISK
 FY0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0899_STAMPING: C 153 1935
 FY0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0899+STABILITY: SURFACE MOTION
 FY0899
 FY0899  HISTORY     - Date     Condition        Report By
 FY0899  HISTORY     - 1935     MONUMENTED       CGS
 FY0899  HISTORY     - 1967     MARK NOT FOUND   NGS
 FY0899  HISTORY     - 20040613 MARK NOT FOUND   USPSQD
 FY0899  HISTORY     - 20050927 MARK NOT FOUND   USPSQD
 FY0899
 FY0899                          STATION DESCRIPTION
 FY0899
 FY0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0899'0.6 MI E FROM GRAHAM.
 FY0899'ON THE GOLDSBORO TO GREENSBORO BRANCH OF THE SOUTHERN RAILROAD,
 FY0899'0.15 MILE WEST AND ON OPPOSITE SIDE OF TRACK FROM MILE POST 24,
 FY0899'3 RAILS EAST OF A DIRT ROAD CROSSING, 29.5 FEET SOUTH OF CENTER
 FY0899'LINE OF DIRT ROAD, 21.9 FEET NORTH OF THE NORTH RAIL, AT POINT
 FY0899'WHERE DIRT ROAD MAKES ABRUPT LEFT TURN, 1.5 FEET BELOW LEVEL
 FY0899'OF TOP OF RAIL, ON TOP OF A CONCRETE POST.  STAMPED C 153 1935.
 FY0899
 FY0899                          STATION RECOVERY (1967)
 FY0899
 FY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FY0899'MARK NOT FOUND.
 FY0899
 FY0899                          STATION RECOVERY (2004)
 FY0899
 FY0899'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY0899'MARK NOT FOUND.
 FY0899
 FY0899                          STATION RECOVERY (2005)
 FY0899
 FY0899'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0976 ***********************************************************************
 FA0976  DESIGNATION -  C 155
 FA0976  PID         -  FA0976
 FA0976  STATE/COUNTY-  NC/BURKE
 FA0976  USGS QUAD   -  GLEN ALPINE (1994)
 FA0976
 FA0976                         *CURRENT SURVEY CONTROL
 FA0976  ___________________________________________________________________
 FA0976* NAD 83(1986)-  35 43 17.     (N)    081 47 52.     (W)     SCALED    
 FA0976* NAVD 88     -       347.587  (meters)    1140.38   (feet)  POSTED    
 FA0976  ___________________________________________________________________
 FA0976  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 FA0976  DYNAMIC HT  -         347.240 (meters)    1139.24  (feet)  COMP
 FA0976  MODELED GRAV-     979,638.6   (mgal)                       NAVD 88
 FA0976
 FA0976  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FA0976
 FA0976.The horizontal coordinates were scaled from a topographic map and have
 FA0976.an estimated accuracy of +/- 6 seconds.
 FA0976
 FA0976.The orthometric height was determined by differential leveling
 FA0976.and adjusted by the  in 1992.
 FA0976.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FA0976.rate of 1.1 thru 2.0 mm/km.
 FA0976
 FA0976.The geoid height was determined by GEOID03.
 FA0976
 FA0976.The dynamic height is computed by dividing the NAVD 88
 FA0976.geopotential number by the normal gravity value computed on the
 FA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0976.degrees latitude (g = 980.6199 gals.).
 FA0976
 FA0976.The modeled gravity was interpolated from observed gravity values.
 FA0976
 FA0976;                    North         East    Units  Estimated Accuracy
 FA0976;SPC NC       -   222,260.      356,520.      MT  (+/- 180 meters Scaled)
 FA0976
 FA0976                          SUPERSEDED SURVEY CONTROL
 FA0976
 FA0976  NGVD 29 (??/??/92)  347.71   (m)         1140.8    (f) COMPUTED    1 2
 FA0976
 FA0976.Superseded values are not recommended for survey control.
 FA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0976.See file dsdata.txt to determine how the superseded data were derived.
 FA0976
 FA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV278533(NAD 83)
 FA0976_MARKER: DB = BENCH MARK DISK
 FA0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0976_STAMPING: C 155 1935
 FA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0976+STABILITY: SURFACE MOTION
 FA0976
 FA0976  HISTORY     - Date     Condition        Report By
 FA0976  HISTORY     - 1935     MONUMENTED       CGS
 FA0976  HISTORY     - 1967     GOOD             NGS
 FA0976
 FA0976                          STATION DESCRIPTION
 FA0976
 FA0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0976'1.2 MI W FROM GLEN ALPINE.
 FA0976'ABOUT 1.15 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0976'RAILROAD FROM THE POST OFFICE AT GLEN ALPINE, 10 FEET SOUTH
 FA0976'OF THE SOUTH RAIL OF THE TRACK, 19 FEET EAST OF TELEPHONE POLE
 FA0976'NUMBER 3385, 1 FOOT NORTH OF A ROW OF TELEPHONE POLES, 1.4
 FA0976'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 FA0976'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 FA0976'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0012 ***********************************************************************
 EB0012  DESIGNATION -  C 156
 EB0012  PID         -  EB0012
 EB0012  STATE/COUNTY-  NC/SAMPSON
 EB0012  USGS QUAD   -  TOMAHAWK (1986)
 EB0012
 EB0012                         *CURRENT SURVEY CONTROL
 EB0012  ___________________________________________________________________
 EB0012* NAD 83(1986)-  34 44 00.     (N)    078 20 48.     (W)     SCALED    
 EB0012* NAVD 88     -        31.658  (meters)     103.86   (feet)  ADJUSTED  
 EB0012  ___________________________________________________________________
 EB0012  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 EB0012  DYNAMIC HT  -          31.627 (meters)     103.76  (feet)  COMP
 EB0012  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 EB0012
 EB0012  VERT ORDER  -  SECOND    CLASS 0
 EB0012
 EB0012.The horizontal coordinates were scaled from a topographic map and have
 EB0012.an estimated accuracy of +/- 6 seconds.
 EB0012
 EB0012.The orthometric height was determined by differential leveling
 EB0012.and adjusted in June 1991.
 EB0012
 EB0012.The geoid height was determined by GEOID03.
 EB0012
 EB0012.The dynamic height is computed by dividing the NAVD 88
 EB0012.geopotential number by the normal gravity value computed on the
 EB0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0012.degrees latitude (g = 980.6199 gals.).
 EB0012
 EB0012.The modeled gravity was interpolated from observed gravity values.
 EB0012
 EB0012;                    North         East    Units  Estimated Accuracy
 EB0012;SPC NC       -   109,280.      669,430.      MT  (+/- 180 meters Scaled)
 EB0012
 EB0012                          SUPERSEDED SURVEY CONTROL
 EB0012
 EB0012  NGVD 29 (??/??/92)   31.916  (m)          104.71   (f) ADJ UNCH    2 0
 EB0012
 EB0012.Superseded values are not recommended for survey control.
 EB0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0012.See file dsdata.txt to determine how the superseded data were derived.
 EB0012
 EB0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU429466(NAD 83)
 EB0012_MARKER: DB = BENCH MARK DISK
 EB0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EB0012_SP_SET: TREE
 EB0012_STAMPING: C 156 1935
 EB0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0012
 EB0012  HISTORY     - Date     Condition        Report By
 EB0012  HISTORY     - 1935     MONUMENTED       CGS
 EB0012  HISTORY     - 1954     MARK NOT FOUND   NGS
 EB0012  HISTORY     - 19830301 MARK NOT FOUND   USGS
 EB0012
 EB0012                          STATION DESCRIPTION
 EB0012
 EB0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 EB0012'2 MI NW FROM TOMAHAWK.
 EB0012'2.0 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EB0012'THE STATION AT TOMAHAWK, ABOUT 760 FEET NORTHWEST OF MILEPOST
 EB0012'W 42, 51.5 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE CENTER
 EB0012'OF A 1-FOOT TRIANGULAR BLAZE ON THE SOUTHWEST SIDE OF A 22-INCH
 EB0012'PINE TREE, AND ABOUT 3 FEET HIGHER THAN THE GROUND.  A STANDARD
 EB0012'DISK, STAMPED C 156 1935 AND SET VERTICALLY.
 EB0012
 EB0012                          STATION RECOVERY (1983)
 EB0012
 EB0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (EJS)
 EB0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0861 ***********************************************************************
 FA0861  DESIGNATION -  C 158
 FA0861  PID         -  FA0861
 FA0861  STATE/COUNTY-  NC/GASTON
 FA0861  USGS QUAD   -  GASTONIA NORTH (1993)
 FA0861
 FA0861                         *CURRENT SURVEY CONTROL
 FA0861  ___________________________________________________________________
 FA0861* NAD 83(1986)-  35 16 26.     (N)    081 10 55.     (W)     SCALED    
 FA0861* NAVD 88     -       231.434  (meters)     759.30   (feet)  ADJUSTED  
 FA0861  ___________________________________________________________________
 FA0861  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 FA0861  DYNAMIC HT  -         231.212 (meters)     758.57  (feet)  COMP
 FA0861  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 FA0861
 FA0861  VERT ORDER  -  FIRST     CLASS II
 FA0861
 FA0861.The horizontal coordinates were scaled from a topographic map and have
 FA0861.an estimated accuracy of +/- 6 seconds.
 FA0861
 FA0861.The orthometric height was determined by differential leveling
 FA0861.and adjusted in June 1991.
 FA0861
 FA0861.The geoid height was determined by GEOID03.
 FA0861
 FA0861.The dynamic height is computed by dividing the NAVD 88
 FA0861.geopotential number by the normal gravity value computed on the
 FA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0861.degrees latitude (g = 980.6199 gals.).
 FA0861
 FA0861.The modeled gravity was interpolated from observed gravity values.
 FA0861
 FA0861;                    North         East    Units  Estimated Accuracy
 FA0861;SPC NC       -   171,230.      411,120.      MT  (+/- 180 meters Scaled)
 FA0861
 FA0861                          SUPERSEDED SURVEY CONTROL
 FA0861
 FA0861  NGVD 29 (??/??/92)  231.644  (m)          759.99   (f) ADJ UNCH    1 2
 FA0861
 FA0861.Superseded values are not recommended for survey control.
 FA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0861.See file dsdata.txt to determine how the superseded data were derived.
 FA0861
 FA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV834034(NAD 83)
 FA0861_MARKER: DB = BENCH MARK DISK
 FA0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0861_STAMPING: C 158 1935
 FA0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0861+STABILITY: SURFACE MOTION
 FA0861
 FA0861  HISTORY     - Date     Condition        Report By
 FA0861  HISTORY     - 1935     MONUMENTED       CGS
 FA0861  HISTORY     - 1965     GOOD             NGS
 FA0861  HISTORY     - 1988     GOOD             USPSQD
 FA0861  HISTORY     - 1990     GOOD             USPSQD
 FA0861  HISTORY     - 19991209 GOOD             USPSQD
 FA0861
 FA0861                          STATION DESCRIPTION
 FA0861
 FA0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 FA0861'AT GASTONIA.
 FA0861'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH, ABOUT 1.5 MILES
 FA0861'NORTH OF THE CENTER OF TOWN, 11 YARDS EAST OF THE GATE ENTRANCE
 FA0861'TO THE CITY LUMBER COMPANY, 22 FEET EAST OF THE CENTER OF THE
 FA0861'DRIVEWAY TO THE LUMBER SHEDS, 9.6 FEET WEST OF THE WEST RAIL
 FA0861'OF THE CAROLINA AND NORTHWESTERN RAILWAY TRACKS, 4.5 FEET
 FA0861'NORTHWEST OF POLE NO. 1 C 2 H 31/60 AND 1.7 FEET SOUTHEAST OF
 FA0861'AN UNNUMBERED POLE, ON LINE BETWEEN THE POLES.
 FA0861
 FA0861                          STATION RECOVERY (1988)
 FA0861
 FA0861'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLM)
 FA0861'RECOVERED IN GOOD CONDITION.
 FA0861
 FA0861                          STATION RECOVERY (1990)
 FA0861
 FA0861'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMP)
 FA0861'RECOVERED IN GOOD CONDITION.
 FA0861
 FA0861                          STATION RECOVERY (1999)
 FA0861
 FA0861'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0709 ***********************************************************************
 FB0709  DESIGNATION -  C 159
 FB0709  PID         -  FB0709
 FB0709  STATE/COUNTY-  NC/MADISON
 FB0709  USGS QUAD   -  HOT SPRINGS (1991)
 FB0709
 FB0709                         *CURRENT SURVEY CONTROL
 FB0709  ___________________________________________________________________
 FB0709* NAD 83(1986)-  35 55 12.     (N)    082 51 37.     (W)     SCALED    
 FB0709* NAVD 88     -       395.070  (meters)    1296.16   (feet)  POSTED    
 FB0709  ___________________________________________________________________
 FB0709  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB0709  DYNAMIC HT  -         394.680 (meters)    1294.88  (feet)  COMP
 FB0709  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FB0709
 FB0709  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 FB0709
 FB0709.The horizontal coordinates were scaled from a topographic map and have
 FB0709.an estimated accuracy of +/- 6 seconds.
 FB0709
 FB0709.The orthometric height was determined by differential leveling
 FB0709.and adjusted by the  in 1992.
 FB0709.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 FB0709.rate greater than 8.0 mm/km.
 FB0709
 FB0709.The geoid height was determined by GEOID03.
 FB0709
 FB0709.The dynamic height is computed by dividing the NAVD 88
 FB0709.geopotential number by the normal gravity value computed on the
 FB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0709.degrees latitude (g = 980.6199 gals.).
 FB0709
 FB0709.The modeled gravity was interpolated from observed gravity values.
 FB0709
 FB0709;                    North         East    Units  Estimated Accuracy
 FB0709;SPC NC       -   247,500.      261,300.      MT  (+/- 180 meters Scaled)
 FB0709
 FB0709                          SUPERSEDED SURVEY CONTROL
 FB0709
 FB0709  NGVD 29 (??/??/92)  395.240  (m)         1296.72   (f) ADJ UNCH    1 2
 FB0709
 FB0709.Superseded values are not recommended for survey control.
 FB0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0709.See file dsdata.txt to determine how the superseded data were derived.
 FB0709
 FB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV321766(NAD 83)
 FB0709_MARKER: DB = BENCH MARK DISK
 FB0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0709_STAMPING: C 159 1935
 FB0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0709+STABILITY: SURFACE MOTION
 FB0709
 FB0709  HISTORY     - Date     Condition        Report By
 FB0709  HISTORY     - 1935     MONUMENTED       CGS
 FB0709  HISTORY     - 1936     GOOD             NGS
 FB0709  HISTORY     - 1967     MARK NOT FOUND   NGS
 FB0709
 FB0709                          STATION DESCRIPTION
 FB0709
 FB0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0709'2.9 MI NW FROM HOT SPRINGS.
 FB0709'2.9 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 FB0709'AT HOT SPRINGS, MADISON COUNTY, 15.5 FEET SOUTHEAST OF MILEPOST
 FB0709'182, 8 FEET NORTHWEST OF A CULVERT, 14 FEET NORTHEAST OF THE
 FB0709'NORTHEAST RAIL, AND 4.7 FEET SOUTHWEST OF A FENCE.  A STANDARD
 FB0709'DISK, STAMPED C 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
 FB0709
 FB0709                          STATION RECOVERY (1967)
 FB0709
 FB0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FB0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0381 ***********************************************************************
 FY0381  DESIGNATION -  C 160
 FY0381  PID         -  FY0381
 FY0381  STATE/COUNTY-  NC/DURHAM
 FY0381  USGS QUAD   -  ROUGEMONT (1987)
 FY0381
 FY0381                         *CURRENT SURVEY CONTROL
 FY0381  ___________________________________________________________________
 FY0381* NAD 83(1986)-  36 12 18.     (N)    078 54 49.     (W)     SCALED    
 FY0381* NAVD 88     -       154.003  (meters)     505.26   (feet)  ADJUSTED  
 FY0381  ___________________________________________________________________
 FY0381  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 FY0381  DYNAMIC HT  -         153.880 (meters)     504.85  (feet)  COMP
 FY0381  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 FY0381
 FY0381  VERT ORDER  -  SECOND    CLASS 0
 FY0381
 FY0381.The horizontal coordinates were scaled from a topographic map and have
 FY0381.an estimated accuracy of +/- 6 seconds.
 FY0381
 FY0381.The orthometric height was determined by differential leveling
 FY0381.and adjusted in June 1991.
 FY0381
 FY0381.The geoid height was determined by GEOID03.
 FY0381
 FY0381.The dynamic height is computed by dividing the NAVD 88
 FY0381.geopotential number by the normal gravity value computed on the
 FY0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0381.degrees latitude (g = 980.6199 gals.).
 FY0381
 FY0381.The modeled gravity was interpolated from observed gravity values.
 FY0381
 FY0381;                    North         East    Units  Estimated Accuracy
 FY0381;SPC NC       -   272,350.      617,370.      MT  (+/- 180 meters Scaled)
 FY0381
 FY0381                          SUPERSEDED SURVEY CONTROL
 FY0381
 FY0381  NGVD 29 (??/??/92)  154.305  (m)          506.25   (f) ADJ UNCH    2 0
 FY0381
 FY0381.Superseded values are not recommended for survey control.
 FY0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0381.See file dsdata.txt to determine how the superseded data were derived.
 FY0381
 FY0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA875087(NAD 83)
 FY0381_MARKER: DB = BENCH MARK DISK
 FY0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0381_SP_SET: CULVERT
 FY0381_STAMPING: C 160 1935
 FY0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0381+STABILITY: SURFACE MOTION
 FY0381
 FY0381  HISTORY     - Date     Condition        Report By
 FY0381  HISTORY     - 1935     MONUMENTED       CGS
 FY0381  HISTORY     - 1977     MARK NOT FOUND   NGS
 FY0381  HISTORY     - 19920411 SEE DESCRIPTION  NCGS
 FY0381
 FY0381                          STATION DESCRIPTION
 FY0381
 FY0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0381'1.2 MI S FROM ROUGEMONT.
 FY0381'ON THE LYNCHBURG TO DURHAM BRANCH OF THE NORFOLK AND WESTERN
 FY0381'RAILROAD, 0.2 MILE SOUTH AND ON SAME SIDE OF TRACK FROM MILE
 FY0381'POST 97, 13.9 FEET WEST OF THE WEST RAIL, 1 FOOT NORTH OF THE
 FY0381'SOUTH END OF CULVERT, 5 FEET BELOW LEVEL OF TOP OF RAIL, ON
 FY0381'THE SOUTH END OF THE WEST CONCRETE CULVERT UNDER RAILROAD.
 FY0381
 FY0381                          STATION RECOVERY (1977)
 FY0381
 FY0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FY0381'MARK NOT FOUND.
 FY0381
 FY0381                          STATION RECOVERY (1992)
 FY0381
 FY0381'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 FY0381'MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0069 ***********************************************************************
 DD0069  DESIGNATION -  C 161
 DD0069  PID         -  DD0069
 DD0069  STATE/COUNTY-  NC/BRUNSWICK
 DD0069  USGS QUAD   -  SHALLOTTE (1990)
 DD0069
 DD0069                         *CURRENT SURVEY CONTROL
 DD0069  ___________________________________________________________________
 DD0069* NAD 83(1986)-  33 55 44.     (N)    078 22 29.     (W)     SCALED    
 DD0069* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 DD0069  ___________________________________________________________________
 DD0069  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 DD0069  DYNAMIC HT  -           3.609 (meters)      11.84  (feet)  COMP
 DD0069  MODELED GRAV-     979,647.2   (mgal)                       NAVD 88
 DD0069
 DD0069  VERT ORDER  -  SECOND    CLASS 0
 DD0069
 DD0069.The horizontal coordinates were scaled from a topographic map and have
 DD0069.an estimated accuracy of +/- 6 seconds.
 DD0069
 DD0069.The orthometric height was determined by differential leveling
 DD0069.and adjusted in June 1991.
 DD0069
 DD0069.The geoid height was determined by GEOID03.
 DD0069
 DD0069.The dynamic height is computed by dividing the NAVD 88
 DD0069.geopotential number by the normal gravity value computed on the
 DD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0069.degrees latitude (g = 980.6199 gals.).
 DD0069
 DD0069.The modeled gravity was interpolated from observed gravity values.
 DD0069
 DD0069;                    North         East    Units  Estimated Accuracy
 DD0069;SPC NC       -    20,030.      667,420.      MT  (+/- 180 meters Scaled)
 DD0069
 DD0069                          SUPERSEDED SURVEY CONTROL
 DD0069
 DD0069  NGVD 29 (??/??/92)    3.939  (m)           12.92   (f) ADJ UNCH    2 0
 DD0069
 DD0069.Superseded values are not recommended for survey control.
 DD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0069.See file dsdata.txt to determine how the superseded data were derived.
 DD0069
 DD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT426573(NAD 83)
 DD0069_MARKER: DB = BENCH MARK DISK
 DD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0069_STAMPING: C 161 1963
 DD0069_MARK LOGO: CGS   
 DD0069_PROJECTION: FLUSH
 DD0069_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0069+STABILITY: SURFACE MOTION
 DD0069
 DD0069  HISTORY     - Date     Condition        Report By
 DD0069  HISTORY     - 1963     MONUMENTED       CGS
 DD0069  HISTORY     - 1978     GOOD             USE
 DD0069  HISTORY     - 19910505 GOOD             USPSQD
 DD0069  HISTORY     - 19960912 GOOD             NCGS
 DD0069
 DD0069                          STATION DESCRIPTION
 DD0069
 DD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0069'3.7 MI S FROM SHALLOTTE.
 DD0069'ABOUT 1.15 MILES SOUTHWEST ALONG VILLAGE ROAD AND OLD U.S. HIGHWAY
 DD0069'17 FROM THE SHALLOTE HIGH SCHOOL AT SHALLOTTE, THENCE 2.55 MILES
 DD0069'SOUTHEAST ALONG A BLACK TOP ROAD LEADING TO SHALLOTTE INLET, NEAR
 DD0069'THE VILLAGE POINT METHODIST CHURCH, 83 FEET EAST OF THE CENTER
 DD0069'LINE OF THE ROAD, 121 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 DD0069'CHURCH BUILDING, 109.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 DD0069'THE CHURCH BUILDING, 2 FEET NORTH OF A WOODEN WITNESS POST, ABOUT
 DD0069'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DD0069'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 DD0069
 DD0069                          STATION RECOVERY (1978)
 DD0069
 DD0069'RECOVERY NOTE BY US ENGINEERS 1978
 DD0069'RECOVERED IN GOOD CONDITION.
 DD0069
 DD0069                          STATION RECOVERY (1991)
 DD0069
 DD0069'RECOVERY NOTE BY US POWER SQUADRON 1991 (HP)
 DD0069'RECOVERED IN GOOD CONDITION.
 DD0069
 DD0069                          STATION RECOVERY (1996)
 DD0069
 DD0069'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB)
 DD0069'RECOVERED IN GOOD CONDITION. NOTE CHANGES--WITNESS POST IS GONE AND
 DD0069'THE CHURCH BUILDING HAS A BLOCK ADDITION TO THE SOUTH SIDE, 46.8 FT
 DD0069'(14.3 M) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 53.3 FT (16.2 M)
 DD0069'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, AND 37.4 FT (11.4 M)
 DD0069'WEST OF A 15-INCH GUM WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0096 ***********************************************************************
 DD0096  DESIGNATION -  C 162
 DD0096  PID         -  DD0096
 DD0096  STATE/COUNTY-  NC/BRUNSWICK
 DD0096  USGS QUAD   -  SOUTHPORT (1990)
 DD0096
 DD0096                         *CURRENT SURVEY CONTROL
 DD0096  ___________________________________________________________________
 DD0096* NAD 83(1986)-  33 53 29.     (N)    078 01 41.     (W)     SCALED    
 DD0096* NAVD 88     -         2.380  (meters)       7.81   (feet)  ADJUSTED  
 DD0096  ___________________________________________________________________
 DD0096  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 DD0096  DYNAMIC HT  -           2.378 (meters)       7.80  (feet)  COMP
 DD0096  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 DD0096
 DD0096  VERT ORDER  -  SECOND    CLASS 0
 DD0096
 DD0096.The horizontal coordinates were scaled from a topographic map and have
 DD0096.an estimated accuracy of +/- 6 seconds.
 DD0096
 DD0096.The orthometric height was determined by differential leveling
 DD0096.and adjusted in June 1991.
 DD0096
 DD0096.The geoid height was determined by GEOID03.
 DD0096
 DD0096.The dynamic height is computed by dividing the NAVD 88
 DD0096.geopotential number by the normal gravity value computed on the
 DD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0096.degrees latitude (g = 980.6199 gals.).
 DD0096
 DD0096.The modeled gravity was interpolated from observed gravity values.
 DD0096
 DD0096;                    North         East    Units  Estimated Accuracy
 DD0096;SPC NC       -    16,130.      699,520.      MT  (+/- 180 meters Scaled)
 DD0096
 DD0096                          SUPERSEDED SURVEY CONTROL
 DD0096
 DD0096  NGVD 29 (??/??/92)    2.72   (m)            8.9    (f) COMPUTED    2 0
 DD0096
 DD0096.Superseded values are not recommended for survey control.
 DD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0096.See file dsdata.txt to determine how the superseded data were derived.
 DD0096
 DD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT748540(NAD 83)
 DD0096_MARKER: DB = BENCH MARK DISK
 DD0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DD0096_SP_SET: SEA WALL
 DD0096_STAMPING: C 162 1963
 DD0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DD0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DD0096+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DD0096
 DD0096  HISTORY     - Date     Condition        Report By
 DD0096  HISTORY     - 1963     MONUMENTED       CGS
 DD0096  HISTORY     - 20010614 GOOD             USPSQD
 DD0096  HISTORY     - 20040207 GOOD             USPSQD
 DD0096  HISTORY     - 20050326 GOOD             USPSQD
 DD0096  HISTORY     - 20060902 GOOD             USPSQD
 DD0096
 DD0096                          STATION DESCRIPTION
 DD0096
 DD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DD0096'AT FORT CASWELL.
 DD0096'AT FORT CASWELL, ABOUT 0.35 MILE EAST OF THE OAK ISLAND COAST GUARD
 DD0096'STATION, AT THE MAIN ENTRANCE TO FORT CASWELL, (NOW OWNED BY THE
 DD0096'NORTH CAROLINA BAPTIST ASSEMBLY), SET ON THE TOP OF A NORTH-SOUTH
 DD0096'CONCRETE SEA-WALL, 34.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 DD0096'AT MAIN ENTRANCE TO FORT, 40.5 FEET SOUTHWEST OF THE SOUTHWEST
 DD0096'CORNER OF THE GUARD-HOUSE, 2.1 FEET NORTH OF THE NORTH SIDE OF AN
 DD0096'8-FOOT HIGH CONCRETE BLOCK PILLAR ON TOP OF SEA-WALL AND ABOUT
 DD0096'LEVEL WITH THE ROAD.
 DD0096
 DD0096                          STATION RECOVERY (2001)
 DD0096
 DD0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (WCB)
 DD0096' 
 DD0096' 
 DD0096' 
 DD0096' 
 DD0096
 DD0096                          STATION RECOVERY (2004)
 DD0096
 DD0096'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD0096'RECOVERED IN GOOD CONDITION.
 DD0096
 DD0096                          STATION RECOVERY (2005)
 DD0096
 DD0096'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD0096'RECOVERED IN GOOD CONDITION.
 DD0096
 DD0096                          STATION RECOVERY (2006)
 DD0096
 DD0096'RECOVERY NOTE BY US POWER SQUADRON 2006
 DD0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0631 ***********************************************************************
 EA0631  TIDAL BM    -  This is a Tidal Bench Mark.
 EA0631  DESIGNATION -  C 163
 EA0631  PID         -  EA0631
 EA0631  STATE/COUNTY-  NC/NEW HANOVER
 EA0631  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 EA0631
 EA0631                         *CURRENT SURVEY CONTROL
 EA0631  ___________________________________________________________________
 EA0631* NAD 83(1986)-  34 12 40.     (N)    077 47 37.     (W)     SCALED    
 EA0631* NAVD 88     -         2.224  (meters)       7.30   (feet)  ADJUSTED  
 EA0631  ___________________________________________________________________
 EA0631  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA0631  DYNAMIC HT  -           2.221 (meters)       7.29  (feet)  COMP
 EA0631  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 EA0631
 EA0631  VERT ORDER  -  SECOND    CLASS 0
 EA0631
 EA0631.The horizontal coordinates were scaled from a topographic map and have
 EA0631.an estimated accuracy of +/- 6 seconds.
 EA0631
 EA0631.The orthometric height was determined by differential leveling
 EA0631.and adjusted in June 1991.
 EA0631
 EA0631.This Tidal Bench Mark is designated as VM 17628
 EA0631.by the Center for Operational Oceanographic Products and Services.
 EA0631
 EA0631.The geoid height was determined by GEOID03.
 EA0631
 EA0631.The dynamic height is computed by dividing the NAVD 88
 EA0631.geopotential number by the normal gravity value computed on the
 EA0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0631.degrees latitude (g = 980.6199 gals.).
 EA0631
 EA0631.The modeled gravity was interpolated from observed gravity values.
 EA0631
 EA0631;                    North         East    Units  Estimated Accuracy
 EA0631;SPC NC       -    51,830.      720,780.      MT  (+/- 180 meters Scaled)
 EA0631
 EA0631                          SUPERSEDED SURVEY CONTROL
 EA0631
 EA0631  NGVD 29 (??/??/92)    2.516  (m)            8.25   (f) ADJ UNCH    2 0
 EA0631
 EA0631.Superseded values are not recommended for survey control.
 EA0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0631.See file dsdata.txt to determine how the superseded data were derived.
 EA0631
 EA0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC426890(NAD 83)
 EA0631_MARKER: DB = BENCH MARK DISK
 EA0631_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EA0631_SP_SET: 48 FEET
 EA0631_STAMPING: C 163 1963
 EA0631_MARK LOGO: CGS   
 EA0631_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0631+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1994
 EA0631
 EA0631  HISTORY     - Date     Condition        Report By
 EA0631  HISTORY     - 1963     MONUMENTED       CGS
 EA0631  HISTORY     - 1971     GOOD             NGS
 EA0631  HISTORY     - 1983     POOR             USPSQD
 EA0631  HISTORY     - 19940402 POOR             NCGS
 EA0631  HISTORY     - 20040505 POOR             USPSQD
 EA0631
 EA0631                          STATION DESCRIPTION
 EA0631
 EA0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0631'AT WRIGHTSVILLE BEACH.
 EA0631'AT WRIGHTSVILLE BEACH, AT THE JUNCTION OF NORTH LUMINA AVENUE AND
 EA0631'RALEIGH STREET, 22.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EA0631'AVENUE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, 254.8
 EA0631'FEET NORTHEAST OF BENCH MARK D 163 1963, 40.6 FEET NORTHWEST OF
 EA0631'THE NORTHWEST CORNER OF A FRAME HOUSE, 1 FOOT SOUTHWEST OF A
 EA0631'POWER LINE POLE WITH TWO TRANSFORMERS, 1/2 FOOT ABOVE THE LEVEL OF
 EA0631'THE AVENUE, A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 EA0631'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY
 EA0631'A 3 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 EA0631'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET TO REFUSAL.
 EA0631'TIDAL STATION NO. 47, WRIGHTSVILLE BEACH, NORTH CAROLINA.
 EA0631
 EA0631                          STATION RECOVERY (1971)
 EA0631
 EA0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0631'RECOVERED IN GOOD CONDITION.
 EA0631
 EA0631                          STATION RECOVERY (1983)
 EA0631
 EA0631'RECOVERY NOTE BY US POWER SQUADRON 1983
 EA0631'MARK RECOVERED IN POOR CONDITION.
 EA0631
 EA0631                          STATION RECOVERY (1994)
 EA0631
 EA0631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 EA0631'RECOVERED IN POOR CONDITION, ROD IS BENT BUT DISK REMAINS INTACT.
 EA0631
 EA0631                          STATION RECOVERY (2004)
 EA0631
 EA0631'RECOVERY NOTE BY US POWER SQUADRON 2004 (PDL)
 EA0631'MARK IS READABLE, BUT IS BENT AND MISSHAPED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0425 ***********************************************************************
 EY0425  DESIGNATION -  C 164
 EY0425  PID         -  EY0425
 EY0425  STATE/COUNTY-  NC/BEAUFORT
 EY0425  USGS QUAD   -  BUNYAN (1974)
 EY0425
 EY0425                         *CURRENT SURVEY CONTROL
 EY0425  ___________________________________________________________________
 EY0425* NAD 83(2001)-  35 31 24.58591(N)    076 56 13.52986(W)     ADJUSTED  
 EY0425* NAVD 88     -         5.519  (meters)      18.11   (feet)  ADJUSTED  
 EY0425  ___________________________________________________________________
 EY0425  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EY0425  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 EY0425  DYNAMIC HT  -           5.514 (meters)      18.09  (feet)  COMP
 EY0425  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 EY0425
 EY0425  HORZ ORDER  -  SECOND
 EY0425  VERT ORDER  -  SECOND    CLASS 0
 EY0425
 EY0425.The horizontal coordinates were established by classical geodetic methods
 EY0425.and adjusted by the National Geodetic Survey in August 2005.
 EY0425
 EY0425.The orthometric height was determined by differential leveling
 EY0425.and adjusted in June 1991.
 EY0425
 EY0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY0425
 EY0425.The geoid height was determined by GEOID03.
 EY0425
 EY0425.The dynamic height is computed by dividing the NAVD 88
 EY0425.geopotential number by the normal gravity value computed on the
 EY0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0425.degrees latitude (g = 980.6199 gals.).
 EY0425
 EY0425.The modeled gravity was interpolated from observed gravity values.
 EY0425
 EY0425;                    North         East     Units Scale Factor Converg.
 EY0425;SPC NC       -   198,678.777   796,677.913   MT  0.99988380   +1 11 26.3
 EY0425;SPC NC       -   651,831.95  2,613,767.45   sFT  0.99988380   +1 11 26.3
 EY0425;UTM  18      - 3,932,824.837   324,359.368   MT  0.99998018   -1 07 32.9
 EY0425
 EY0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY0425!SPC NC       -   1.00000491  x   0.99988380  =   0.99988871
 EY0425!UTM  18      -   1.00000491  x   0.99998018  =   0.99998509
 EY0425
 EY0425                          SUPERSEDED SURVEY CONTROL
 EY0425
 EY0425  NAD 83(1986)-  35 31 24.59724(N)    076 56 13.54092(W) AD(       ) 2
 EY0425  NAVD 88 (07/14/98)    5.52   (m)           18.1    (f) LEVELING    3  
 EY0425  NGVD 29 (??/??/92)    5.849  (m)           19.19   (f) ADJ UNCH    2 0
 EY0425
 EY0425.Superseded values are not recommended for survey control.
 EY0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0425.See file dsdata.txt to determine how the superseded data were derived.
 EY0425
 EY0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2435932825(NAD 83)
 EY0425_MARKER: DB = BENCH MARK DISK
 EY0425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EY0425_SP_SET: HEADWALL
 EY0425_STAMPING: C 164 1963
 EY0425_MARK LOGO: CGS   
 EY0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0425+STABILITY: SURFACE MOTION
 EY0425
 EY0425  HISTORY     - Date     Condition        Report By
 EY0425  HISTORY     - 1963     MONUMENTED       CGS
 EY0425  HISTORY     - 19830425 GOOD             NCGS
 EY0425  HISTORY     - 1984     GOOD             NCGS
 EY0425  HISTORY     - 1985     GOOD             USPSQD
 EY0425  HISTORY     - 1989     GOOD             USPSQD
 EY0425
 EY0425                          STATION DESCRIPTION
 EY0425
 EY0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0425'7.6 MI NW FROM BATH.
 EY0425'ABOUT 7.6 MILES NORTHWEST ALONG STATE HIGHWAY 92 AND U.S. HIGHWAY
 EY0425'264 FROM THE WEST OF THE LARGE STATE HIGHWAY 92 BRIDGE OVER BATH
 EY0425'CREEK AT BATH, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 EY0425'CONCRETE HEAD WALL OF A DOUBLE 6-FOOT BOX CULVERT UNDER THE HIGHWAY
 EY0425'FOR A SMALL STREAM, 25.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EY0425'HIGHWAY, 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEAD
 EY0425'WALL AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.  NOTE-- MARK MAY
 EY0425'BE REACHED BY GOING 4.15 MILES NORTHEAST ALONG THE NORFOLK
 EY0425'SOUTHERN RAILWAY FROM THE STATION AT WASHINGTON, THENCE 2.45
 EY0425'MILES SOUTHEAST ALONG U.S. HIGHWAY 264 AND STATE HIGHWAY 92 TO
 EY0425'BENCH MARK ON RIGHT.
 EY0425
 EY0425                          STATION RECOVERY (1983)
 EY0425
 EY0425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS)
 EY0425'RECOVERED AS DESCRIBED.
 EY0425
 EY0425                          STATION RECOVERY (1984)
 EY0425
 EY0425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EY0425'RECOVERED IN GOOD CONDITION.
 EY0425
 EY0425                          STATION RECOVERY (1985)
 EY0425
 EY0425'RECOVERY NOTE BY US POWER SQUADRON 1985
 EY0425'RECOVERED IN GOOD CONDITION.
 EY0425
 EY0425                          STATION RECOVERY (1989)
 EY0425
 EY0425'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLJ)
 EY0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0220 ***********************************************************************
 EY0220  DESIGNATION -  C 165
 EY0220  PID         -  EY0220
 EY0220  STATE/COUNTY-  NC/BEAUFORT
 EY0220  USGS QUAD   -  RANSOMVILLE (1983)
 EY0220
 EY0220                         *CURRENT SURVEY CONTROL
 EY0220  ___________________________________________________________________
 EY0220* NAD 83(1986)-  35 27 30.     (N)    076 40 58.     (W)     SCALED    
 EY0220* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 EY0220  ___________________________________________________________________
 EY0220  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EY0220  DYNAMIC HT  -           1.648 (meters)       5.41  (feet)  COMP
 EY0220  MODELED GRAV-     979,764.4   (mgal)                       NAVD 88
 EY0220
 EY0220  VERT ORDER  -  SECOND    CLASS 0
 EY0220
 EY0220.The horizontal coordinates were scaled from a topographic map and have
 EY0220.an estimated accuracy of +/- 6 seconds.
 EY0220
 EY0220.The orthometric height was determined by differential leveling
 EY0220.and adjusted in June 1991.
 EY0220
 EY0220.The geoid height was determined by GEOID03.
 EY0220
 EY0220.The dynamic height is computed by dividing the NAVD 88
 EY0220.geopotential number by the normal gravity value computed on the
 EY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0220.degrees latitude (g = 980.6199 gals.).
 EY0220
 EY0220.The modeled gravity was interpolated from observed gravity values.
 EY0220
 EY0220;                    North         East    Units  Estimated Accuracy
 EY0220;SPC NC       -   191,960.      819,910.      MT  (+/- 180 meters Scaled)
 EY0220
 EY0220                          SUPERSEDED SURVEY CONTROL
 EY0220
 EY0220  NGVD 29 (??/??/92)    1.98   (m)            6.5    (f) COMPUTED    2 0
 EY0220
 EY0220.Superseded values are not recommended for survey control.
 EY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0220.See file dsdata.txt to determine how the superseded data were derived.
 EY0220
 EY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE472251(NAD 83)
 EY0220_MARKER: DB = BENCH MARK DISK
 EY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0220_STAMPING: C 165 1963
 EY0220_MARK LOGO: CGS   
 EY0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0220+STABILITY: SURFACE MOTION
 EY0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0220+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1987
 EY0220
 EY0220  HISTORY     - Date     Condition        Report By
 EY0220  HISTORY     - 1963     MONUMENTED       CGS
 EY0220  HISTORY     - 19830101 GOOD             NCGS
 EY0220  HISTORY     - 19870414 GOOD             NCGS
 EY0220
 EY0220                          STATION DESCRIPTION
 EY0220
 EY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EY0220'7.5 MI SW FROM BELHAVEN.
 EY0220'ABOUT 7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 92 FROM ITS JUNCTION
 EY0220'WITH U.S. HIGHWAY 264 AT BELHAVEN, ABOUT 2.0 MILES SOUTH OF THE
 EY0220'SOUTH END OF THE BRIDGE OVER JACK CREEK, ABOUT 0.4 MILE NORTH
 EY0220'OF THE NORTH CREEK CHURCH AND CEMETARY, 29.6 FEET WEST OF THE
 EY0220'CENTER LINE OF THE HIGHWAY, 77.2 FEET SOUTHEAST OF THE SOUTHEAST
 EY0220'CORNER OF THE RESIDENCE OF JOHNNIE B. BRINN, 34 FEET SOUTHEAST
 EY0220'OF THE CENTER OF A 36-INCH RED OAK TREE IN YARD, 117 FEET SOUTH OF
 EY0220'THE CENTER LINE OF A DRIVEWAY LEADING WEST TO RESIDENCE, 12 1/2
 EY0220'FEET NORTH OF A POWER LINE POLE, 2 FEET NORTH OF A CONCRETE
 EY0220'RIGHT-OF-WAY MARKER, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 EY0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 EY0220'LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE BATH
 EY0220'HIGH SCHOOL AT BATH BY GOING EASTERLY ALONG STATE HIGHWAY 92 FOR
 EY0220'9.6 MILES TO BENCH MARK ON LEFT.
 EY0220
 EY0220                          STATION RECOVERY (1983)
 EY0220
 EY0220'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0220'RECOVERED AS DESCRIBED. MARK IS LOCATED 35.0 FT (10.7 M) SOUTH OF THE
 EY0220'CENTER OF A CONCRETE DRIVEWAY.
 EY0220
 EY0220                          STATION RECOVERY (1987)
 EY0220
 EY0220'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 EY0220'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0725 ***********************************************************************
 FX0725  DESIGNATION -  C 166
 FX0725  PID         -  FX0725
 FX0725  STATE/COUNTY-  NC/HERTFORD
 FX0725  USGS QUAD   -  WINTON (1982)
 FX0725
 FX0725                         *CURRENT SURVEY CONTROL
 FX0725  ___________________________________________________________________
 FX0725* NAD 83(1986)-  36 23 15.     (N)    076 56 16.     (W)     SCALED    
 FX0725* NAVD 88     -        15.577  (meters)      51.11   (feet)  ADJUSTED  
 FX0725  ___________________________________________________________________
 FX0725  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 FX0725  DYNAMIC HT  -          15.565 (meters)      51.07  (feet)  COMP
 FX0725  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 FX0725
 FX0725  VERT ORDER  -  SECOND    CLASS 0
 FX0725
 FX0725.The horizontal coordinates were scaled from a topographic map and have
 FX0725.an estimated accuracy of +/- 6 seconds.
 FX0725
 FX0725.The orthometric height was determined by differential leveling
 FX0725.and adjusted in June 1991.
 FX0725
 FX0725.The geoid height was determined by GEOID03.
 FX0725
 FX0725.The dynamic height is computed by dividing the NAVD 88
 FX0725.geopotential number by the normal gravity value computed on the
 FX0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0725.degrees latitude (g = 980.6199 gals.).
 FX0725
 FX0725.The modeled gravity was interpolated from observed gravity values.
 FX0725
 FX0725;                    North         East    Units  Estimated Accuracy
 FX0725;SPC NC       -   294,520.      794,620.      MT  (+/- 180 meters Scaled)
 FX0725
 FX0725                          SUPERSEDED SURVEY CONTROL
 FX0725
 FX0725  NGVD 29 (??/??/92)   15.923  (m)           52.24   (f) ADJ UNCH    2 0
 FX0725
 FX0725.Superseded values are not recommended for survey control.
 FX0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0725.See file dsdata.txt to determine how the superseded data were derived.
 FX0725
 FX0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF262286(NAD 83)
 FX0725_MARKER: DB = BENCH MARK DISK
 FX0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX0725_SP_SET: BRICK WALL
 FX0725_STAMPING: C 166 1963
 FX0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX0725
 FX0725  HISTORY     - Date     Condition        Report By
 FX0725  HISTORY     - 1963     MONUMENTED       CGS
 FX0725  HISTORY     - 1963     GOOD             NGS
 FX0725
 FX0725                          STATION DESCRIPTION
 FX0725
 FX0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0725'AT WINTON.
 FX0725'AT WINTON, ABOUT 0.05 MILE NORTHEAST OF THE JUNCTION OF STATE
 FX0725'HIGHWAY 45 AND U.S. HIGHWAY 13, SET VERTICALLY IN THE NORTHWEST
 FX0725'BRICK FACE OF THE MOST NORTHEASTERLY BUILDING OF THE C.E. BROWN
 FX0725'HIGH SCHOOL AT WINTON, 1 FOOT SOUTHWEST OF THE NORTH CORNER OF
 FX0725'THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 FX0725
 FX0725                          STATION RECOVERY (1963)
 FX0725
 FX0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FX0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0009 ***********************************************************************
 FW0009  DESIGNATION -  C 167
 FW0009  PID         -  FW0009
 FW0009  STATE/COUNTY-  NC/CURRITUCK
 FW0009  USGS QUAD   -  COINJOCK (1982)
 FW0009
 FW0009                         *CURRENT SURVEY CONTROL
 FW0009  ___________________________________________________________________
 FW0009* NAD 83(1986)-  36 20 41.     (N)    075 57 07.     (W)     SCALED    
 FW0009* NAVD 88     -         2.274  (meters)       7.46   (feet)  ADJUSTED  
 FW0009  ___________________________________________________________________
 FW0009  GEOID HEIGHT-         -38.46  (meters)                     GEOID03
 FW0009  DYNAMIC HT  -           2.272 (meters)       7.45  (feet)  COMP
 FW0009  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 FW0009
 FW0009  VERT ORDER  -  FIRST     CLASS II
 FW0009
 FW0009.The horizontal coordinates were scaled from a topographic map and have
 FW0009.an estimated accuracy of +/- 6 seconds.
 FW0009
 FW0009.The orthometric height was determined by differential leveling
 FW0009.and adjusted in June 1991.
 FW0009
 FW0009.The geoid height was determined by GEOID03.
 FW0009
 FW0009.The dynamic height is computed by dividing the NAVD 88
 FW0009.geopotential number by the normal gravity value computed on the
 FW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0009.degrees latitude (g = 980.6199 gals.).
 FW0009
 FW0009.The modeled gravity was interpolated from observed gravity values.
 FW0009
 FW0009;                    North         East    Units  Estimated Accuracy
 FW0009;SPC NC       -   292,050.      883,200.      MT  (+/- 180 meters Scaled)
 FW0009
 FW0009                          SUPERSEDED SURVEY CONTROL
 FW0009
 FW0009  NGVD 29 (??/??/??)    2.540  (m)            8.33   (f) ADJUSTED    1 2
 FW0009
 FW0009.Superseded values are not recommended for survey control.
 FW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0009.See file dsdata.txt to determine how the superseded data were derived.
 FW0009
 FW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF145226(NAD 83)
 FW0009_MARKER: DB = BENCH MARK DISK
 FW0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FW0009_SP_SET: BRIDGE
 FW0009_STAMPING: C 167 1963
 FW0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0009
 FW0009  HISTORY     - Date     Condition        Report By
 FW0009  HISTORY     - 1963     MONUMENTED       CGS
 FW0009  HISTORY     - 1984     GOOD             USPSQD
 FW0009  HISTORY     - 1985     GOOD             USE
 FW0009  HISTORY     - 1985     GOOD             NGS
 FW0009  HISTORY     - 1989     GOOD             USPSQD
 FW0009  HISTORY     - 1990     POOR             USPSQD
 FW0009
 FW0009                          STATION DESCRIPTION
 FW0009
 FW0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0009'AT COINJOCK.
 FW0009'AT COINJOCK, ALONG U.S. HIGHWAY 158, ABOUT 0.25 MILE SOUTHEAST
 FW0009'OF THE POST OFFICE AT COINJOCK, SET ON THE TOP OF THE WEST END
 FW0009'OF THE NORTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY BRIDGE OVER THE
 FW0009'INLAND WATERWAY, 14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 FW0009'1.3 FEET EAST OF THE WEST END OF THE ABUTMENT AND ABOUT 1/2
 FW0009'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 FW0009
 FW0009                          STATION RECOVERY (1984)
 FW0009
 FW0009'RECOVERY NOTE BY US POWER SQUADRON 1984
 FW0009'RECOVERED IN GOOD CONDITION.
 FW0009
 FW0009                          STATION RECOVERY (1985)
 FW0009
 FW0009'RECOVERY NOTE BY US ENGINEERS 1985
 FW0009'RECOVERED IN GOOD CONDITION.
 FW0009
 FW0009                          STATION RECOVERY (1985)
 FW0009
 FW0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 FW0009'RECOVERED IN GOOD CONDITION.
 FW0009
 FW0009                          STATION RECOVERY (1989)
 FW0009
 FW0009'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0009'RECOVERED IN GOOD CONDITION.
 FW0009
 FW0009                          STATION RECOVERY (1990)
 FW0009
 FW0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0009'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0131 ***********************************************************************
 EX0131  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0131  DESIGNATION -  C 168
 EX0131  PID         -  EX0131
 EX0131  STATE/COUNTY-  NC/DARE
 EX0131  USGS QUAD   -  ROANOKE ISLAND NE (1983)
 EX0131
 EX0131                         *CURRENT SURVEY CONTROL
 EX0131  ___________________________________________________________________
 EX0131* NAD 83(2001)-  35 54 22.91792(N)    075 35 56.20230(W)     ADJUSTED  
 EX0131* NAVD 88     -         1.054  (meters)       3.46   (feet)  ADJUSTED  
 EX0131  ___________________________________________________________________
 EX0131  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EX0131  GEOID HEIGHT-         -38.95  (meters)                     GEOID03
 EX0131  DYNAMIC HT  -           1.053 (meters)       3.45  (feet)  COMP
 EX0131  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 EX0131
 EX0131  HORZ ORDER  -  SECOND
 EX0131  VERT ORDER  -  FIRST     CLASS II
 EX0131
 EX0131.The horizontal coordinates were established by classical geodetic methods
 EX0131.and adjusted by the National Geodetic Survey in August 2005.
 EX0131
 EX0131.The orthometric height was determined by differential leveling
 EX0131.and adjusted in June 1991.
 EX0131
 EX0131.This Tidal Bench Mark is designated as VM 14879
 EX0131.by the Center for Operational Oceanographic Products and Services.
 EX0131
 EX0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0131
 EX0131.The geoid height was determined by GEOID03.
 EX0131
 EX0131.The dynamic height is computed by dividing the NAVD 88
 EX0131.geopotential number by the normal gravity value computed on the
 EX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0131.degrees latitude (g = 980.6199 gals.).
 EX0131
 EX0131.The modeled gravity was interpolated from observed gravity values.
 EX0131
 EX0131;                    North         East     Units Scale Factor Converg.
 EX0131;SPC NC       -   244,470.210   916,535.792   MT  0.99993774   +1 57 46.8
 EX0131;SPC NC       -   802,066.01  3,007,001.18   sFT  0.99993774   +1 57 46.8
 EX0131;UTM  18      - 3,973,728.835   445,954.454   MT  0.99963599   -0 21 04.6
 EX0131
 EX0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0131!SPC NC       -   1.00000595  x   0.99993774  =   0.99994369
 EX0131!UTM  18      -   1.00000595  x   0.99963599  =   0.99964194
 EX0131
 EX0131                          SUPERSEDED SURVEY CONTROL
 EX0131
 EX0131  NAD 83(1986)-  35 54 22.93752(N)    075 35 56.21055(W) AD(       ) 2
 EX0131  NAD 27      -  35 54 22.31584(N)    075 35 57.59334(W) AD(       ) 2
 EX0131  NGVD 29 (??/??/??)    1.352  (m)            4.44   (f) ADJUSTED    1 2
 EX0131
 EX0131.Superseded values are not recommended for survey control.
 EX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0131.See file dsdata.txt to determine how the superseded data were derived.
 EX0131
 EX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE4595473729(NAD 83)
 EX0131_MARKER: DB = BENCH MARK DISK
 EX0131_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EX0131_SP_SET: 24 FEET
 EX0131_STAMPING: C 168 1963
 EX0131_MARK LOGO: CGS   
 EX0131_PROJECTION: RECESSED 9 CENTIMETERS
 EX0131_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EX0131_ROD/PIPE-DEPTH: 19.5 meters
 EX0131
 EX0131  HISTORY     - Date     Condition        Report By
 EX0131  HISTORY     - 1963     MONUMENTED       CGS
 EX0131  HISTORY     - 1974     GOOD             CGS
 EX0131  HISTORY     - 1974     GOOD             NGS
 EX0131  HISTORY     - 1981     GOOD             NGS
 EX0131  HISTORY     - 20000620 SEE DESCRIPTION  NCDOT
 EX0131  HISTORY     - 20051027 MARK NOT FOUND   NCGS
 EX0131
 EX0131                          STATION DESCRIPTION
 EX0131
 EX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EX0131'AT NAGS HEAD.
 EX0131'AT NAGS HEAD, AT THE INTERSECTION OF U.S. HIGHWAY 158 (BY-PASS)
 EX0131'U.S. HIGHWAYS 64 AND 264 LEADING WESTERLY AND STATE HIGHWAY 12
 EX0131'LEADING SOUTHERLY TO OREGON INLET, IN LINE WITH A ROW OF TELEPHONE
 EX0131'POLES, 57 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 264
 EX0131'AND 64, 48 1/2 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 EX0131'158 (BY-PASS), 39 FEET SOUTH OF THE SOUTHWEST END OF AN 18-INCH
 EX0131'PIPE CULVERT UNDER 158, 2 FEET NORTHEAST OF A TELEPHONE POLE, 1.8
 EX0131'FEET SOUTHWEST OF A WOODEN WITNESS POST, A DISK ON THE TOP OF A
 EX0131'COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF
 EX0131'THE GROUND AND PROTECTED BY A 3 INCH TILE WHICH PROJECTS 3 INCHES
 EX0131'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 EX0131'64 FEET.
 EX0131
 EX0131                          STATION RECOVERY (1974)
 EX0131
 EX0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1974
 EX0131'BONE IS LOCATED IN NAGS HEAD.  IT IS LOCATED AT THE INTERSECTION
 EX0131'OF U.S. 64, U.S. 264, U.S. 158 BYPASS, U.S. 158 BUSINESS AND NC 12
 EX0131'NEAR THE NORTH END OF SOIL TRAFFIC ISLAND IN NC 12, AT NC 12
 EX0131'APPRAOACH TO U.S. 158 BUSINESS.
 EX0131'
 EX0131'C-168 IS A C AND GS BM LOCATED IN THE NORTHWEST QUADRANT OF
 EX0131'INTERSECTION, 101.0 FT NW OF STATION BONE, 57.0 FT NNW OF C/L OF
 EX0131'U.S. 64- U.S. 264, 48.5 FT WSW OF C/L OF NC 12 TO U.S. 158 BYPASS
 EX0131'CONNECTOR, 39.0 FT S OF SW END OF CULVERT UNDER SAID CONNECTOR,
 EX0131'AND 2.0 FT NE OF TP.  BM IS A DISK ON TOP OF A COPPER COATED
 EX0131'STEEL ROD PROJECTING 2 INCHES IN A 3 INCH TILE.
 EX0131
 EX0131                          STATION RECOVERY (1974)
 EX0131
 EX0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0131'RECOVERED IN GOOD CONDITION.
 EX0131
 EX0131                          STATION RECOVERY (1981)
 EX0131
 EX0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EX0131'IN NAGS HEAD, IN THE WEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 158
 EX0131'BY-PASS, U.S. HIGHWAY 64, 264 AND STATE HIGHWAY 12, ON THE NORTHEAST
 EX0131'SIDE OF TELEPHONE POLE 339, 13.27 METERS (43.5 FEET) SOUTHWEST OF THE
 EX0131'CENTER LINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 158 BY-PASS, 14.02
 EX0131'METERS (46.0 FEET) NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 64
 EX0131'AND 264, 11.89 METERS (39.0 FEET) SOUTH OF AN 18-INCH METAL PIPE
 EX0131'CULVERT UNDER U.S. HIGHWAY 158, 0.60 METERS (2.0 FEET) NORTHEAST OF
 EX0131'TELEPHONE POLE 339.
 EX0131'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 EX0131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 EX0131
 EX0131                          STATION RECOVERY (2000)
 EX0131
 EX0131'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0131'STATION HAS BEEN DISTURBED.
 EX0131
 EX0131                          STATION RECOVERY (2005)
 EX0131
 EX0131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EX0131'NOT FOUND, BELIEVED DESTROYED BY HIGHWAY IMPROVEMENTS.  REFERENCES
 EX0131'FALL IN EDGE OF ASPHALT INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0034 ***********************************************************************
 FW0034  DESIGNATION -  C 169
 FW0034  PID         -  FW0034
 FW0034  STATE/COUNTY-  NC/CURRITUCK
 FW0034  USGS QUAD   -  CAMDEN POINT (1982)
 FW0034
 FW0034                         *CURRENT SURVEY CONTROL
 FW0034  ___________________________________________________________________
 FW0034* NAD 83(1986)-  36 11 37.     (N)    075 53 01.     (W)     SCALED    
 FW0034* NAVD 88     -         1.418  (meters)       4.65   (feet)  ADJUSTED  
 FW0034  ___________________________________________________________________
 FW0034  GEOID HEIGHT-         -38.75  (meters)                     GEOID03
 FW0034  DYNAMIC HT  -           1.417 (meters)       4.65  (feet)  COMP
 FW0034  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 FW0034
 FW0034  VERT ORDER  -  SECOND    CLASS 0
 FW0034
 FW0034.The horizontal coordinates were scaled from a topographic map and have
 FW0034.an estimated accuracy of +/- 6 seconds.
 FW0034
 FW0034.The orthometric height was determined by differential leveling
 FW0034.and adjusted in June 1991.
 FW0034
 FW0034.The geoid height was determined by GEOID03.
 FW0034
 FW0034.The dynamic height is computed by dividing the NAVD 88
 FW0034.geopotential number by the normal gravity value computed on the
 FW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0034.degrees latitude (g = 980.6199 gals.).
 FW0034
 FW0034.The modeled gravity was interpolated from observed gravity values.
 FW0034
 FW0034;                    North         East    Units  Estimated Accuracy
 FW0034;SPC NC       -   275,480.      889,850.      MT  (+/- 180 meters Scaled)
 FW0034
 FW0034                          SUPERSEDED SURVEY CONTROL
 FW0034
 FW0034  NGVD 29 (??/??/??)    1.676  (m)            5.50   (f) ADJUSTED    2 0
 FW0034
 FW0034.Superseded values are not recommended for survey control.
 FW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0034.See file dsdata.txt to determine how the superseded data were derived.
 FW0034
 FW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF205057(NAD 83)
 FW0034_MARKER: DB = BENCH MARK DISK
 FW0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW0034_STAMPING: C 169 1963
 FW0034_MARK LOGO: CGS   
 FW0034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0034+STABILITY: SURFACE MOTION
 FW0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0034+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 FW0034
 FW0034  HISTORY     - Date     Condition        Report By
 FW0034  HISTORY     - 1963     MONUMENTED       CGS
 FW0034  HISTORY     - 1984     GOOD             USPSQD
 FW0034  HISTORY     - 1989     GOOD             USPSQD
 FW0034  HISTORY     - 1990     GOOD             USPSQD
 FW0034  HISTORY     - 20010829 GOOD             NCGS
 FW0034  HISTORY     - 20041209 GOOD             NCGS
 FW0034
 FW0034                          STATION DESCRIPTION
 FW0034
 FW0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FW0034'4.5 MI SW FROM GRANDY.
 FW0034'ABOUT 3.2 MILES SOUTH ALONG U.S. HIGHWAY 158 FROM THE POST OFFICE
 FW0034'AT GRANDY, THENCE 1.3 MILES SOUTHWEST ALONG COUNTY ROAD NO.
 FW0034'1124, ABOUT 1.4 MILES SOUTHWEST OF THE POST OFFICE AT JARVISBURG,
 FW0034'336 FEET NORTHEAST OF THE NORTHEAST BANK OF THE NORTH RIVER, 31
 FW0034'FEET NORTHWEST OF THE CENTER LINE OF THE COUNTY ROAD, 57 FEET
 FW0034'EAST OF A LONE 24 INCH OAK TREE, 73 FEET NORTHWEST OF AND ACROSS
 FW0034'THE ROAD FROM WEST CORNER OF A ONE STORY FRAME HOUSE, 2 1/2
 FW0034'FEET SOUTHWEST OF POWER LINE POLE NO. 16, 257 FEET NORTHEAST
 FW0034'OF AND ACROSS ROAD FROM BENCH MARK D 167, 2.5 FEET NORTHEAST
 FW0034'OF A WOODEN WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD
 FW0034'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 FW0034'THE LEVEL OF THE GROUND.  TIDAL STATION NO. 3, JARVISBURG LANDING,
 FW0034'NORTH RIVER, ALBERMARLE SOUND, NORTH CAROLINA.
 FW0034
 FW0034                          STATION RECOVERY (1984)
 FW0034
 FW0034'RECOVERY NOTE BY US POWER SQUADRON 1984
 FW0034'RECOVERED IN GOOD CONDITION.
 FW0034
 FW0034                          STATION RECOVERY (1989)
 FW0034
 FW0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0034'RECOVERED IN GOOD CONDITION.
 FW0034
 FW0034                          STATION RECOVERY (1990)
 FW0034
 FW0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (PEM)
 FW0034'RECOVERED IN GOOD CONDITION.
 FW0034
 FW0034                          STATION RECOVERY (2001)
 FW0034
 FW0034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FW0034'RECOVERED AS DESCRIBED.
 FW0034
 FW0034                          STATION RECOVERY (2004)
 FW0034
 FW0034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW0034'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FW0034'ADDITIONS.  REFERENCED COUNTY ROAD IS SR 1124-FISHING LANDING RD.
 FW0034'REFERENCED 24 INCH OAK IS A GUM.  REFERENCED POWER POLE (16) AND
 FW0034'WOODEN WITNESS POST ARE GONE.  LOCATED 30.0 FT (9.1 M) EAST OF SR 1124
 FW0034'AND 3.7 FT (1.1 M) SOUTHWEST OF A POWER POLE (Q1433KF59) .  NEW
 FW0034'LATITUDE (36-11-34.9) AND LONGITUDE (075-53-05.3) OBTAINED WITH HAND
 FW0034'HELD MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1152 ***********************************************************************
 FY1152  DESIGNATION -  C 170
 FY1152  PID         -  FY1152
 FY1152  STATE/COUNTY-  NC/GUILFORD
 FY1152  USGS QUAD   -  SUMMERFIELD (1994)
 FY1152
 FY1152                         *CURRENT SURVEY CONTROL
 FY1152  ___________________________________________________________________
 FY1152* NAD 83(1986)-  36 10 05.     (N)    079 52 45.     (W)     SCALED    
 FY1152* NAVD 88     -       233.016  (meters)     764.49   (feet)  ADJUSTED  
 FY1152  ___________________________________________________________________
 FY1152  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 FY1152  DYNAMIC HT  -         232.812 (meters)     763.82  (feet)  COMP
 FY1152  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 FY1152
 FY1152  VERT ORDER  -  FIRST     CLASS II
 FY1152
 FY1152.The horizontal coordinates were scaled from a topographic map and have
 FY1152.an estimated accuracy of +/- 6 seconds.
 FY1152
 FY1152.The orthometric height was determined by differential leveling
 FY1152.and adjusted in June 1991.
 FY1152
 FY1152.The geoid height was determined by GEOID03.
 FY1152
 FY1152.The dynamic height is computed by dividing the NAVD 88
 FY1152.geopotential number by the normal gravity value computed on the
 FY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1152.degrees latitude (g = 980.6199 gals.).
 FY1152
 FY1152.The modeled gravity was interpolated from observed gravity values.
 FY1152
 FY1152;                    North         East    Units  Estimated Accuracy
 FY1152;SPC NC       -   268,600.      530,500.      MT  (+/- 180 meters Scaled)
 FY1152
 FY1152                          SUPERSEDED SURVEY CONTROL
 FY1152
 FY1152  NGVD 29 (??/??/92)  233.227  (m)          765.18   (f) ADJ UNCH    1 2
 FY1152
 FY1152.Superseded values are not recommended for survey control.
 FY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1152.See file dsdata.txt to determine how the superseded data were derived.
 FY1152
 FY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA008031(NAD 83)
 FY1152_MARKER: DB = BENCH MARK DISK
 FY1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1152_SP_SET: BRIDGE
 FY1152_STAMPING: C 170 1965
 FY1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1152
 FY1152  HISTORY     - Date     Condition        Report By
 FY1152  HISTORY     - 1965     MONUMENTED       CGS
 FY1152  HISTORY     - 1985     GOOD             USPSQD
 FY1152  HISTORY     - 19950819 GOOD             USPSQD
 FY1152
 FY1152                          STATION DESCRIPTION
 FY1152
 FY1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1152'7.9 MI NW FROM GREENSBORO.
 FY1152'4.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE MADISION
 FY1152'AVENUE OVERPASS AT GREENSBORO, THENCE 3.8 MILES NORTHWEST ALONG
 FY1152'U.S. HIGHWAY 220, SET IN THE TOP OF THE SOUTH END OF THE WEST
 FY1152'CONCRETE GUARD RAIL BASE TO A 95 FOOT CONCRETE BRIDGE OVER A
 FY1152'SPILLWAY FOR A DAM, 17 FEET WEST OF THE CENTER LINE OF THE
 FY1152'HIGHWAY, 1 FOOT NORTH OF THE SOUTH END OF THE GUARD RAIL BASE,
 FY1152'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 FY1152
 FY1152                          STATION RECOVERY (1985)
 FY1152
 FY1152'RECOVERY NOTE BY US POWER SQUADRON 1985
 FY1152'RECOVERED IN GOOD CONDITION.
 FY1152
 FY1152                          STATION RECOVERY (1995)
 FY1152
 FY1152'RECOVERY NOTE BY US POWER SQUADRON 1995
 FY1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1185 ***********************************************************************
 FY1185  DESIGNATION -  C 171
 FY1185  PID         -  FY1185
 FY1185  STATE/COUNTY-  NC/ROCKINGHAM
 FY1185  USGS QUAD   -  MAYODAN (1977)
 FY1185
 FY1185                         *CURRENT SURVEY CONTROL
 FY1185  ___________________________________________________________________
 FY1185* NAD 83(1986)-  36 24 10.     (N)    079 58 33.     (W)     SCALED    
 FY1185* NAVD 88     -       205.620  (meters)     674.61   (feet)  ADJUSTED  
 FY1185  ___________________________________________________________________
 FY1185  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 FY1185  DYNAMIC HT  -         205.439 (meters)     674.01  (feet)  COMP
 FY1185  MODELED GRAV-     979,745.3   (mgal)                       NAVD 88
 FY1185
 FY1185  VERT ORDER  -  FIRST     CLASS II
 FY1185
 FY1185.The horizontal coordinates were scaled from a topographic map and have
 FY1185.an estimated accuracy of +/- 6 seconds.
 FY1185
 FY1185.The orthometric height was determined by differential leveling
 FY1185.and adjusted in June 1991.
 FY1185
 FY1185.The geoid height was determined by GEOID03.
 FY1185
 FY1185.The dynamic height is computed by dividing the NAVD 88
 FY1185.geopotential number by the normal gravity value computed on the
 FY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1185.degrees latitude (g = 980.6199 gals.).
 FY1185
 FY1185.The modeled gravity was interpolated from observed gravity values.
 FY1185
 FY1185;                    North         East    Units  Estimated Accuracy
 FY1185;SPC NC       -   294,730.      522,060.      MT  (+/- 180 meters Scaled)
 FY1185
 FY1185                          SUPERSEDED SURVEY CONTROL
 FY1185
 FY1185  NGVD 29 (??/??/92)  205.823  (m)          675.27   (f) ADJ UNCH    1 2
 FY1185
 FY1185.Superseded values are not recommended for survey control.
 FY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1185.See file dsdata.txt to determine how the superseded data were derived.
 FY1185
 FY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA918291(NAD 83)
 FY1185_MARKER: DB = BENCH MARK DISK
 FY1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1185_SP_SET: BUILDING
 FY1185_STAMPING: C 171 1965
 FY1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1185
 FY1185  HISTORY     - Date     Condition        Report By
 FY1185  HISTORY     - 1965     MONUMENTED       CGS
 FY1185
 FY1185                          STATION DESCRIPTION
 FY1185
 FY1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 FY1185'AT MADISON.
 FY1185'AT MADISON, ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 704 FROM
 FY1185'THE JUNCTION OF U.S. HIGHWAY 22 BUSINESS ROUTE, SET VERTICALLY
 FY1185'IN THE SOUTH FACE AND AT THE SOUTHWEST END OF THE ESPIE JOYCE
 FY1185'TRACTOR COMPANY BUILDING AT THE SOUTH END OF THE MAYO AIRPORT
 FY1185'RUNWAY, 118 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 FY1185'60 FEET EAST OF THE SOUTHEAST CORNER OF THE RUNWAY, 1.7 FEET
 FY1185'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, ABOUT 1 FOOT ABOVE
 FY1185'THE CONCRETE FLOORING, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 FY1185'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0718 ***********************************************************************
 EA0718  DESIGNATION -  C 176
 EA0718  PID         -  EA0718
 EA0718  STATE/COUNTY-  NC/BRUNSWICK
 EA0718  USGS QUAD   -  WILMINGTON (1979)
 EA0718
 EA0718                         *CURRENT SURVEY CONTROL
 EA0718  ___________________________________________________________________
 EA0718* NAD 83(1986)-  34 13 43.     (N)    077 59 48.     (W)     SCALED    
 EA0718* NAVD 88     -         7.060  (meters)      23.16   (feet)  ADJUSTED  
 EA0718  ___________________________________________________________________
 EA0718  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 EA0718  DYNAMIC HT  -           7.053 (meters)      23.14  (feet)  COMP
 EA0718  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 EA0718
 EA0718  VERT ORDER  -  FIRST     CLASS I
 EA0718
 EA0718.The horizontal coordinates were scaled from a topographic map and have
 EA0718.an estimated accuracy of +/- 6 seconds.
 EA0718
 EA0718.The orthometric height was determined by differential leveling
 EA0718.and adjusted in June 1991.
 EA0718
 EA0718.The geoid height was determined by GEOID03.
 EA0718
 EA0718.The dynamic height is computed by dividing the NAVD 88
 EA0718.geopotential number by the normal gravity value computed on the
 EA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0718.degrees latitude (g = 980.6199 gals.).
 EA0718
 EA0718.The modeled gravity was interpolated from observed gravity values.
 EA0718
 EA0718;                    North         East    Units  Estimated Accuracy
 EA0718;SPC NC       -    53,560.      702,050.      MT  (+/- 180 meters Scaled)
 EA0718
 EA0718                          SUPERSEDED SURVEY CONTROL
 EA0718
 EA0718  NGVD 29 (10/06/93)    7.374  (m)           24.19   (f) ADJUSTED    1 1
 EA0718
 EA0718.Superseded values are not recommended for survey control.
 EA0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0718.See file dsdata.txt to determine how the superseded data were derived.
 EA0718
 EA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC239915(NAD 83)
 EA0718_MARKER: DB = BENCH MARK DISK
 EA0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0718_STAMPING: C 176 1963
 EA0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0718+STABILITY: SURFACE MOTION
 EA0718
 EA0718  HISTORY     - Date     Condition        Report By
 EA0718  HISTORY     - 1963     MONUMENTED       CGS
 EA0718  HISTORY     - 1979     POOR             NCGS
 EA0718
 EA0718                          STATION DESCRIPTION
 EA0718
 EA0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0718'3 MI SW FROM NAVASSA.
 EA0718'1.7 MILES SOUTHWEST ALONG BLACK TOP ROAD 1435 FROM THE POST OFFICE
 EA0718'AT NAVASSA, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAYS 74 AND 76,
 EA0718'THENCE 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 17, AT THE BAPTIST
 EA0718'CHURCH ON SOUTHEAST SIDE OF HIGHWAY, ALONG THE SOUTHEAST BORDER OF
 EA0718'CHURCH YARD, 35 FEET SOUTH OF SOUTHWEST CORNER OF CHURCH, 138 FEET
 EA0718'SOUTHEAST OF CENTER LINE OF HIGHWAY, 178 FEET EAST OF CENTER OF
 EA0718'JUNCTION OF SAND ROAD 1524 LEADING SOUTHEAST, 1.5 FEET NORTHEAST
 EA0718'OF A CREOSOTE WITNESS POST, 1 FOOT BELOW LEVEL OF HIGHWAY, AND
 EA0718'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 EA0718'GROUND.
 EA0718
 EA0718                          STATION RECOVERY (1979)
 EA0718
 EA0718'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0718'THE POST WAS FOUND LEANING SLIGHTLY SOUTHEAST.  THE DISK WAS
 EA0718'RECLAIMED AFTER BEING LEVELED THROUGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0573 ***********************************************************************
 FX0573  DESIGNATION -  C 177
 FX0573  PID         -  FX0573
 FX0573  STATE/COUNTY-  NC/CURRITUCK
 FX0573  USGS QUAD   -  CURRITUCK (1982)
 FX0573
 FX0573                         *CURRENT SURVEY CONTROL
 FX0573  ___________________________________________________________________
 FX0573* NAD 83(1986)-  36 28 12.     (N)    076 07 27.     (W)     SCALED    
 FX0573* NAVD 88     -         2.345  (meters)       7.69   (feet)  ADJUSTED  
 FX0573  ___________________________________________________________________
 FX0573  GEOID HEIGHT-         -37.73  (meters)                     GEOID03
 FX0573  DYNAMIC HT  -           2.344 (meters)       7.69  (feet)  COMP
 FX0573  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 FX0573
 FX0573  VERT ORDER  -  SECOND    CLASS II
 FX0573
 FX0573.The horizontal coordinates were scaled from a topographic map and have
 FX0573.an estimated accuracy of +/- 6 seconds.
 FX0573
 FX0573.The orthometric height was determined by differential leveling
 FX0573.and adjusted in March 2006.
 FX0573.No vertical observational check was made to the station.
 FX0573
 FX0573.The geoid height was determined by GEOID03.
 FX0573
 FX0573.The dynamic height is computed by dividing the NAVD 88
 FX0573.geopotential number by the normal gravity value computed on the
 FX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0573.degrees latitude (g = 980.6199 gals.).
 FX0573
 FX0573.The modeled gravity was interpolated from observed gravity values.
 FX0573
 FX0573;                    North         East    Units  Estimated Accuracy
 FX0573;SPC NC       -   305,490.      867,340.      MT  (+/- 180 meters Scaled)
 FX0573
 FX0573                          SUPERSEDED SURVEY CONTROL
 FX0573
 FX0573  NAVD 88 (06/15/91)    2.356  (m)            7.73   (f) UNKNOWN     1 1
 FX0573  NGVD 29 (??/??/92)    2.629  (m)            8.63   (f) ADJ UNCH    1 1
 FX0573
 FX0573.Superseded values are not recommended for survey control.
 FX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0573.See file dsdata.txt to determine how the superseded data were derived.
 FX0573
 FX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF992366(NAD 83)
 FX0573_MARKER: DB = BENCH MARK DISK
 FX0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FX0573_SP_SET: BRIDGE
 FX0573_STAMPING: C 177 1963
 FX0573_MARK LOGO: CGS   
 FX0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0573+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 FX0573
 FX0573  HISTORY     - Date     Condition        Report By
 FX0573  HISTORY     - 1963     MONUMENTED       CGS
 FX0573  HISTORY     - 19960420 GOOD             NCGS
 FX0573  HISTORY     - 20041209 GOOD             NCGS
 FX0573
 FX0573                          STATION DESCRIPTION
 FX0573
 FX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0573'5.2 MI SE FROM MOYOCK.
 FX0573'ABOUT 5.15 MILES SOUTHEAST ALONG THE NORFOLK SOUTHERN RAILWAY
 FX0573'FROM THE CROSSING OF COUNTY ROAD 1228 AT MOYOCK, 0.2 MILE SOUTH
 FX0573'OF A FARM ROAD CROSSING, SET ON TOP OF THE NORTH ABUTMENT FOR
 FX0573'A 24-FOOT BRIDGE OVER A SMALL CREEK, 42 FEET NORTH OF MILEPOST
 FX0573'29, 3 FEET WEST OF WEST RAIL, 2 FEET EAST OF WEST EDGE OF
 FX0573'ABUTMENT, AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 FX0573
 FX0573                          STATION RECOVERY (1996)
 FX0573
 FX0573'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX0573'RECOVERED AS DESCRIBED.
 FX0573
 FX0573                          STATION RECOVERY (2004)
 FX0573
 FX0573'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX0573'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FX0573'ADDITIONS.  PROCEED ALONG NC 168 FOR 1.15 MILES (1.85 KM) NORTHWEST
 FX0573'FROM THE INTERSECTION OF SR 1202, IN THE COMMUNITY OF SNOWDEN, TO A
 FX0573'FARM PATH LEADING SOUTHWEST, THENCE ALONG FARM PATH FOR 0.4 MILES (0.6
 FX0573'KM) TO A RAILROAD BRIDGE CROSSING AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0678 ***********************************************************************
 FX0678  DESIGNATION -  C 178
 FX0678  PID         -  FX0678
 FX0678  STATE/COUNTY-  NC/CHOWAN
 FX0678  USGS QUAD   -  EDENTON (1981)
 FX0678
 FX0678                         *CURRENT SURVEY CONTROL
 FX0678  ___________________________________________________________________
 FX0678* NAD 83(1986)-  36 01 12.     (N)    076 34 28.     (W)     SCALED    
 FX0678* NAVD 88     -         3.607  (meters)      11.83   (feet)  ADJUSTED  
 FX0678  ___________________________________________________________________
 FX0678  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 FX0678  DYNAMIC HT  -           3.605 (meters)      11.83  (feet)  COMP
 FX0678  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 FX0678
 FX0678  VERT ORDER  -  FIRST     CLASS I
 FX0678
 FX0678.The horizontal coordinates were scaled from a topographic map and have
 FX0678.an estimated accuracy of +/- 6 seconds.
 FX0678
 FX0678.The orthometric height was determined by differential leveling
 FX0678.and adjusted in June 1991.
 FX0678
 FX0678.The geoid height was determined by GEOID03.
 FX0678
 FX0678.The dynamic height is computed by dividing the NAVD 88
 FX0678.geopotential number by the normal gravity value computed on the
 FX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0678.degrees latitude (g = 980.6199 gals.).
 FX0678
 FX0678.The modeled gravity was interpolated from observed gravity values.
 FX0678
 FX0678;                    North         East    Units  Estimated Accuracy
 FX0678;SPC NC       -   254,490.      828,210.      MT  (+/- 180 meters Scaled)
 FX0678
 FX0678                          SUPERSEDED SURVEY CONTROL
 FX0678
 FX0678  NGVD 29 (??/??/92)    3.948  (m)           12.95   (f) ADJ UNCH    1 1
 FX0678
 FX0678.Superseded values are not recommended for survey control.
 FX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0678.See file dsdata.txt to determine how the superseded data were derived.
 FX0678
 FX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE581873(NAD 83)
 FX0678_MARKER: DB = BENCH MARK DISK
 FX0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0678_STAMPING: C 178 1963
 FX0678_MARK LOGO: CGS   
 FX0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0678+STABILITY: SURFACE MOTION
 FX0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX0678+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1996
 FX0678
 FX0678  HISTORY     - Date     Condition        Report By
 FX0678  HISTORY     - 1963     MONUMENTED       CGS
 FX0678  HISTORY     - 19961112 GOOD             NCGS
 FX0678
 FX0678                          STATION DESCRIPTION
 FX0678
 FX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FX0678'3.8 MI S FROM EDENTON.
 FX0678'ABOUT 3.35 MILES SOUTH ALONG THE NORFOLK SOUTHERN RAILWAY FROM
 FX0678'THE STATION AT EDENTON, THENCE 0.5 MILE NORTHEAST ALONG COUNTY
 FX0678'ROAD 1120, AT THE JUNCTION OF COUNTY ROAD 1114, IN A CULTIVATED
 FX0678'FIELD WEST OF CONTROL TOWER OF THE EDENTON MUNICIPAL AIRPORT,
 FX0678'94 FEET NORTHEAST OF CENTER OF JUNCTION, 59 FEET EAST OF CENTER
 FX0678'LINE OF ROAD 1114, 4.5 FEET NORTH OF SOUTH ONE OF TWO POWER POLES,
 FX0678'2.5 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 FX0678'1114, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FX0678
 FX0678                          STATION RECOVERY (1996)
 FX0678
 FX0678'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 FX0678'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0710 ***********************************************************************
 FB0710  DESIGNATION -  C 179
 FB0710  PID         -  FB0710
 FB0710  STATE/COUNTY-  NC/MADISON
 FB0710  USGS QUAD   -  HOT SPRINGS (1991)
 FB0710
 FB0710                         *CURRENT SURVEY CONTROL
 FB0710  ___________________________________________________________________
 FB0710* NAD 83(1986)-  35 55 12.     (N)    082 51 37.     (W)     SCALED    
 FB0710* NAVD 88     -       395.838  (meters)    1298.68   (feet)  ADJUSTED  
 FB0710  ___________________________________________________________________
 FB0710  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB0710  DYNAMIC HT  -         395.448 (meters)    1297.40  (feet)  COMP
 FB0710  MODELED GRAV-     979,638.8   (mgal)                       NAVD 88
 FB0710
 FB0710  VERT ORDER  -  FIRST     CLASS I
 FB0710
 FB0710.The horizontal coordinates were scaled from a topographic map and have
 FB0710.an estimated accuracy of +/- 6 seconds.
 FB0710
 FB0710.The orthometric height was determined by differential leveling
 FB0710.and adjusted in June 1991.
 FB0710
 FB0710.The geoid height was determined by GEOID03.
 FB0710
 FB0710.The dynamic height is computed by dividing the NAVD 88
 FB0710.geopotential number by the normal gravity value computed on the
 FB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0710.degrees latitude (g = 980.6199 gals.).
 FB0710
 FB0710.The modeled gravity was interpolated from observed gravity values.
 FB0710
 FB0710;                    North         East    Units  Estimated Accuracy
 FB0710;SPC NC       -   247,500.      261,300.      MT  (+/- 180 meters Scaled)
 FB0710
 FB0710                          SUPERSEDED SURVEY CONTROL
 FB0710
 FB0710  NGVD 29 (??/??/92)  395.978  (m)         1299.14   (f) ADJ UNCH    1 1
 FB0710
 FB0710.Superseded values are not recommended for survey control.
 FB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0710.See file dsdata.txt to determine how the superseded data were derived.
 FB0710
 FB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV321766(NAD 83)
 FB0710_MARKER: DB = BENCH MARK DISK
 FB0710_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FB0710_SP_SET: 11 FT
 FB0710_STAMPING: C 179 1967
 FB0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0710
 FB0710  HISTORY     - Date     Condition        Report By
 FB0710  HISTORY     - 1967     MONUMENTED       CGS
 FB0710
 FB0710                          STATION DESCRIPTION
 FB0710
 FB0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0710'2.8 MI NW FROM HOT SPRINGS.
 FB0710'ABOUT 2.85 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0710'RAILROAD FROM THE STATION AT HOT SPRINGS, OR ABOUT 2.3 MILES
 FB0710'SOUTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE
 FB0710'RAILROAD BRIDGE OVER GRASS CREEK AT PAINT ROCK, 0.05 MILE
 FB0710'SOUTHEAST OF MILEPOST 182, 32 FEET SOUTH OF THE CENTER OF THE
 FB0710'CROSSING OF THE RAILROAD AND A ROAD, 18 FEET SOUTHWEST OF THE
 FB0710'SOUTHWEST RAIL OF THE TRACK, 25 FEET SOUTHEAST OF THE CENTERLINE
 FB0710'OF A DIRT ROAD, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST,
 FB0710'ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 FB0710'COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN
 FB0710'A 5-INCH IRON PIPE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1287 ***********************************************************************
 EA1287  DESIGNATION -  C 18 A
 EA1287  PID         -  EA1287
 EA1287  STATE/COUNTY-  NC/NEW HANOVER
 EA1287  USGS QUAD   -  CAROLINA BEACH (1997)
 EA1287
 EA1287                         *CURRENT SURVEY CONTROL
 EA1287  ___________________________________________________________________
 EA1287* NAD 83(1986)-  34 00 44.     (N)    077 54 06.     (W)     SCALED    
 EA1287* NAVD 88     -         3.216  (meters)      10.55   (feet)  ADJUSTED  
 EA1287  ___________________________________________________________________
 EA1287  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 EA1287  DYNAMIC HT  -           3.212 (meters)      10.54  (feet)  COMP
 EA1287  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 EA1287
 EA1287  VERT ORDER  -  SECOND    CLASS II
 EA1287
 EA1287.The horizontal coordinates were scaled from a topographic map and have
 EA1287.an estimated accuracy of +/- 6 seconds.
 EA1287
 EA1287.The orthometric height was determined by differential leveling
 EA1287.and adjusted in June 1991.
 EA1287
 EA1287.The geoid height was determined by GEOID03.
 EA1287
 EA1287.The dynamic height is computed by dividing the NAVD 88
 EA1287.geopotential number by the normal gravity value computed on the
 EA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1287.degrees latitude (g = 980.6199 gals.).
 EA1287
 EA1287.The modeled gravity was interpolated from observed gravity values.
 EA1287
 EA1287;                    North         East    Units  Estimated Accuracy
 EA1287;SPC NC       -    29,650.      711,060.      MT  (+/- 180 meters Scaled)
 EA1287
 EA1287                          SUPERSEDED SURVEY CONTROL
 EA1287
 EA1287  NGVD 29 (??/??/92)    3.501  (m)           11.49   (f) ADJ UNCH    2 2
 EA1287
 EA1287.Superseded values are not recommended for survey control.
 EA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1287.See file dsdata.txt to determine how the superseded data were derived.
 EA1287
 EA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC320673(NAD 83)
 EA1287_MARKER: DD = SURVEY DISK
 EA1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA1287_STAMPING: C-18-A 1964
 EA1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1287+STABILITY: SURFACE MOTION
 EA1287
 EA1287  HISTORY     - Date     Condition        Report By
 EA1287  HISTORY     - 1964     MONUMENTED       NCGS
 EA1287  HISTORY     - 1976     GOOD             NCGS
 EA1287  HISTORY     - 1991     POOR             USPSQD
 EA1287  HISTORY     - 19951001 POOR             USPSQD
 EA1287  HISTORY     - 20030816 POOR             USPSQD
 EA1287  HISTORY     - 20050117 POOR             USPSQD
 EA1287  HISTORY     - 20080128 POOR             GEOCAC
 EA1287
 EA1287                          STATION DESCRIPTION
 EA1287
 EA1287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EA1287'1.0 MI NNE FROM KURE BEACH.
 EA1287'TO REACH STATION FROM INTERSECTION OF US 421 WITH SR 1573 IN KURE
 EA1287'BEACH, PROCEED NNE ALONG US 421 FOR 1.0 MILE TO SR 1560 WEST (MYRTLE
 EA1287'AVE) AND STATION ON LEFT IN NORTHWEST QUADRANT OF THE T INTERSECTION.
 EA1287'30.0 FT. WNW OF CENTER LINE US 421, 23.4 FT. NNE OF CENTER LINE MYRTLE
 EA1287'AVE., 4.5 FT. NNW OF PP NO. 38 WITH TRANSFORMER AND ALUMINUM REF.
 EA1287'TAG., 7.7 FT. WNW OF CENTER OF METAL DRAIN GRILL, 55.3 FT. WNW OF A
 EA1287'SERVICE POLE WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF A
 EA1287'CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1287
 EA1287                          STATION RECOVERY (1991)
 EA1287
 EA1287'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 EA1287'MARK RECOVERED IN POOR CONDITION.
 EA1287
 EA1287                          STATION RECOVERY (1995)
 EA1287
 EA1287'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA1287'MARK RECOVERED IN POOR CONDITION.
 EA1287
 EA1287                          STATION RECOVERY (2003)
 EA1287
 EA1287'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA1287'MARK RECOVERED IN POOR CONDITION.
 EA1287
 EA1287                          STATION RECOVERY (2005)
 EA1287
 EA1287'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA1287'MARK RECOVERED IN POOR CONDITION.
 EA1287
 EA1287                          STATION RECOVERY (2008)
 EA1287
 EA1287'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EA1287'VERIFIED EXISTENCE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0809 ***********************************************************************
 FB0809  DESIGNATION -  C 180
 FB0809  PID         -  FB0809
 FB0809  STATE/COUNTY-  NC/BUNCOMBE
 FB0809  USGS QUAD   -  ASHEVILLE (1991)
 FB0809
 FB0809                         *CURRENT SURVEY CONTROL
 FB0809  ___________________________________________________________________
 FB0809* NAD 83(1986)-  35 34 19.     (N)    082 31 35.     (W)     SCALED    
 FB0809* NAVD 88     -       625.991  (meters)    2053.77   (feet)  ADJUSTED  
 FB0809  ___________________________________________________________________
 FB0809  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 FB0809  DYNAMIC HT  -         625.359 (meters)    2051.70  (feet)  COMP
 FB0809  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 FB0809
 FB0809  VERT ORDER  -  FIRST     CLASS I
 FB0809
 FB0809.The horizontal coordinates were scaled from a topographic map and have
 FB0809.an estimated accuracy of +/- 6 seconds.
 FB0809
 FB0809.The orthometric height was determined by differential leveling
 FB0809.and adjusted in June 1991.
 FB0809
 FB0809.The geoid height was determined by GEOID03.
 FB0809
 FB0809.The dynamic height is computed by dividing the NAVD 88
 FB0809.geopotential number by the normal gravity value computed on the
 FB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0809.degrees latitude (g = 980.6199 gals.).
 FB0809
 FB0809.The modeled gravity was interpolated from observed gravity values.
 FB0809
 FB0809;                    North         East    Units  Estimated Accuracy
 FB0809;SPC NC       -   207,790.      290,040.      MT  (+/- 180 meters Scaled)
 FB0809
 FB0809                          SUPERSEDED SURVEY CONTROL
 FB0809
 FB0809  NGVD 29 (??/??/92)  626.092  (m)         2054.10   (f) ADJ UNCH    1 1
 FB0809
 FB0809.Superseded values are not recommended for survey control.
 FB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0809.See file dsdata.txt to determine how the superseded data were derived.
 FB0809
 FB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV616375(NAD 83)
 FB0809_MARKER: DB = BENCH MARK DISK
 FB0809_SETTING: 80 = SET IN A BOULDER
 FB0809_SP_SET: BOULDER
 FB0809_STAMPING: C 180 1967
 FB0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0809+STABILITY: SURFACE MOTION
 FB0809
 FB0809  HISTORY     - Date     Condition        Report By
 FB0809  HISTORY     - 1967     MONUMENTED       CGS
 FB0809  HISTORY     - 19920324 MARK NOT FOUND   NCGS
 FB0809  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 FB0809
 FB0809                          STATION DESCRIPTION
 FB0809
 FB0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0809'1 MI E FROM BILTMORE.
 FB0809'ABOUT 1.0 MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0809'FROM THE STATION AT BILTMORE, ON THE OUTSIDE AND NEAR THE CENTER
 FB0809'OF A CURVE IN THE TRACK, 275 FEET SOUTHEAST OF MILEPOST 138,
 FB0809'50 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, SET IN
 FB0809'THE TOP OF A LARGE BOULDER AT THE SOUTHEAST EDGE OF A FOOTPATH,
 FB0809'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 FB0809
 FB0809                          STATION RECOVERY (1992)
 FB0809
 FB0809'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0809'MARK NOT FOUND.
 FB0809
 FB0809                          STATION RECOVERY (2004)
 FB0809
 FB0809'RECOVERY NOTE BY US POWER SQUADRON 2004 (SMB)
 FB0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0090 ***********************************************************************
 FB0090  DESIGNATION -  C 181
 FB0090  PID         -  FB0090
 FB0090  STATE/COUNTY-  NC/MCDOWELL
 FB0090  USGS QUAD   -  MARION WEST (1994)
 FB0090
 FB0090                         *CURRENT SURVEY CONTROL
 FB0090  ___________________________________________________________________
 FB0090* NAD 83(1986)-  35 40 38.     (N)    082 04 00.     (W)     SCALED    
 FB0090* NAVD 88     -       404.629  (meters)    1327.52   (feet)  ADJUSTED  
 FB0090  ___________________________________________________________________
 FB0090  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 FB0090  DYNAMIC HT  -         404.225 (meters)    1326.19  (feet)  COMP
 FB0090  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 FB0090
 FB0090  VERT ORDER  -  FIRST     CLASS I
 FB0090
 FB0090.The horizontal coordinates were scaled from a topographic map and have
 FB0090.an estimated accuracy of +/- 6 seconds.
 FB0090
 FB0090.The orthometric height was determined by differential leveling
 FB0090.and adjusted in June 1991.
 FB0090
 FB0090.The geoid height was determined by GEOID03.
 FB0090
 FB0090.The dynamic height is computed by dividing the NAVD 88
 FB0090.geopotential number by the normal gravity value computed on the
 FB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0090.degrees latitude (g = 980.6199 gals.).
 FB0090
 FB0090.The modeled gravity was interpolated from observed gravity values.
 FB0090
 FB0090;                    North         East    Units  Estimated Accuracy
 FB0090;SPC NC       -   218,080.      332,050.      MT  (+/- 180 meters Scaled)
 FB0090
 FB0090                          SUPERSEDED SURVEY CONTROL
 FB0090
 FB0090  NGVD 29 (??/??/92)  404.732  (m)         1327.86   (f) ADJ UNCH    1 1
 FB0090
 FB0090.Superseded values are not recommended for survey control.
 FB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0090.See file dsdata.txt to determine how the superseded data were derived.
 FB0090
 FB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV034486(NAD 83)
 FB0090_MARKER: DB = BENCH MARK DISK
 FB0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0090_STAMPING: C 181 1967
 FB0090_MARK LOGO: NGS   
 FB0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0090+STABILITY: SURFACE MOTION
 FB0090
 FB0090  HISTORY     - Date     Condition        Report By
 FB0090  HISTORY     - 1967     MONUMENTED       CGS
 FB0090  HISTORY     - 19890808 GOOD             NCGS
 FB0090
 FB0090                          STATION DESCRIPTION
 FB0090
 FB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FB0090'3.8 MI W FROM MARION.
 FB0090'ABOUT 3.8 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FB0090'FROM THE STATION AT MARION, AT THE CROSSING OF THE RAILROAD
 FB0090'AND A PRIVATE ROAD, NEAR THE CROSSING OF THE RAILROAD AND
 FB0090'AN OVERHEAD POWER LINE, 41 FEET NORTH OF THE NORTH RAIL OF
 FB0090'THE TRACK, 48 FEET SOUTHWEST OF THE CENTERLINE OF A PRIVATE
 FB0090'ROAD, 10 1/2 FEET WEST OF A POWER POLE, 1.3 FEET EAST OF A METAL
 FB0090'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 FB0090'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 FB0090
 FB0090                          STATION RECOVERY (1989)
 FB0090
 FB0090'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FB0090'RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 FB0090'FOLLOWING CORRECTIONS. LOCATED 45.11 M (148.00 FT) WEST-NORTHWEST OF
 FB0090'THE GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0064 ***********************************************************************
 FA0064  DESIGNATION -  C 182
 FA0064  PID         -  FA0064
 FA0064  STATE/COUNTY-  NC/DAVIDSON
 FA0064  USGS QUAD   -  LEXINGTON EAST (1994)
 FA0064
 FA0064                         *CURRENT SURVEY CONTROL
 FA0064  ___________________________________________________________________
 FA0064* NAD 83(1986)-  35 51 05.     (N)    080 09 51.     (W)     SCALED    
 FA0064* NAVD 88     -       205.291  (meters)     673.53   (feet)  ADJUSTED  
 FA0064  ___________________________________________________________________
 FA0064  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 FA0064  DYNAMIC HT  -         205.111 (meters)     672.93  (feet)  COMP
 FA0064  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 FA0064
 FA0064  VERT ORDER  -  FIRST     CLASS I
 FA0064
 FA0064.The horizontal coordinates were scaled from a topographic map and have
 FA0064.an estimated accuracy of +/- 6 seconds.
 FA0064
 FA0064.The orthometric height was determined by differential leveling
 FA0064.and adjusted in June 1991.
 FA0064
 FA0064.The geoid height was determined by GEOID03.
 FA0064
 FA0064.The dynamic height is computed by dividing the NAVD 88
 FA0064.geopotential number by the normal gravity value computed on the
 FA0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0064.degrees latitude (g = 980.6199 gals.).
 FA0064
 FA0064.The modeled gravity was interpolated from observed gravity values.
 FA0064
 FA0064;                    North         East    Units  Estimated Accuracy
 FA0064;SPC NC       -   233,730.      504,450.      MT  (+/- 180 meters Scaled)
 FA0064
 FA0064                          SUPERSEDED SURVEY CONTROL
 FA0064
 FA0064  NGVD 29 (??/??/92)  205.513  (m)          674.25   (f) ADJ UNCH    1 1
 FA0064
 FA0064.Superseded values are not recommended for survey control.
 FA0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0064.See file dsdata.txt to determine how the superseded data were derived.
 FA0064
 FA0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV754677(NAD 83)
 FA0064_MARKER: DB = BENCH MARK DISK
 FA0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0064_SP_SET: CULVERT
 FA0064_STAMPING: C 182 1967
 FA0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0064
 FA0064  HISTORY     - Date     Condition        Report By
 FA0064  HISTORY     - 1967     MONUMENTED       CGS
 FA0064
 FA0064                          STATION DESCRIPTION
 FA0064
 FA0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0064'5.4 MI NE FROM LEXINGTON.
 FA0064'ABOUT 5.45 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA0064'RAILROAD FROM THE STATION AT LEXINGTON, OR ABOUT 5.2 MILES SOUTHWEST
 FA0064'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION
 FA0064'AT THOMASVILLE, 0.3 MILE SOUTHWEST OF MILEPOST 311, 0.1 MILE
 FA0064'SOUTHWEST OF A CROSSING OF THE RAILROAD AND A ROAD, 15 FEET
 FA0064'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, SET IN THE TOP OF
 FA0064'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A LARGE
 FA0064'CONCRETE CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1056 ***********************************************************************
 FA1056  DESIGNATION -  C 183
 FA1056  PID         -  FA1056
 FA1056  STATE/COUNTY-  NC/MCDOWELL
 FA1056  USGS QUAD   -  MARION EAST (1994)
 FA1056
 FA1056                         *CURRENT SURVEY CONTROL
 FA1056  ___________________________________________________________________
 FA1056* NAD 83(1986)-  35 39 49.     (N)    081 58 41.     (W)     SCALED    
 FA1056* NAVD 88     -       386.212  (meters)    1267.10   (feet)  ADJUSTED  
 FA1056  ___________________________________________________________________
 FA1056  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FA1056  DYNAMIC HT  -         385.825 (meters)    1265.83  (feet)  COMP
 FA1056  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 FA1056
 FA1056  VERT ORDER  -  FIRST     CLASS I
 FA1056
 FA1056.The horizontal coordinates were scaled from a topographic map and have
 FA1056.an estimated accuracy of +/- 6 seconds.
 FA1056
 FA1056.The orthometric height was determined by differential leveling
 FA1056.and adjusted in June 1991.
 FA1056
 FA1056.The geoid height was determined by GEOID03.
 FA1056
 FA1056.The dynamic height is computed by dividing the NAVD 88
 FA1056.geopotential number by the normal gravity value computed on the
 FA1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1056.degrees latitude (g = 980.6199 gals.).
 FA1056
 FA1056.The modeled gravity was interpolated from observed gravity values.
 FA1056
 FA1056;                    North         East    Units  Estimated Accuracy
 FA1056;SPC NC       -   216,320.      340,020.      MT  (+/- 180 meters Scaled)
 FA1056
 FA1056                          SUPERSEDED SURVEY CONTROL
 FA1056
 FA1056  NGVD 29 (??/??/92)  386.324  (m)         1267.46   (f) ADJ UNCH    1 1
 FA1056
 FA1056.Superseded values are not recommended for survey control.
 FA1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1056.See file dsdata.txt to determine how the superseded data were derived.
 FA1056
 FA1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV114470(NAD 83)
 FA1056_MARKER: DB = BENCH MARK DISK
 FA1056_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 FA1056_SP_SET: 44 1/2 FT
 FA1056_STAMPING: C 183 1967
 FA1056_MARK LOGO: NGS   
 FA1056_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA1056
 FA1056  HISTORY     - Date     Condition        Report By
 FA1056  HISTORY     - 1967     MONUMENTED       CGS
 FA1056  HISTORY     - 19890112 SEE DESCRIPTION  NCGS
 FA1056
 FA1056                          STATION DESCRIPTION
 FA1056
 FA1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA1056'3.5 MI SE FROM MARION.
 FA1056'ABOUT 1.15 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA1056'RAILROAD FROM THE STATION AT MARION, THENCE 1.15 MILES SOUTH
 FA1056'ALONG BALDWIN AVENUE, THENCE 1.2 MILES SOUTHEAST ALONG U.S.
 FA1056'HIGHWAY 221 AND STATE HIGHWAY 226, IN THE SOUTHEAST PORTION
 FA1056'OF THE LARGEST OF THE TRIANGULAR TRAFFIC ISLANDS AT THE JUNCTION
 FA1056'OF U.S. HIGHWAY 221 AND STATE HIGHWAY 226, 128 FEET NORTHWEST
 FA1056'OF THE SOUTHEAST POINT OF THE ISLAND, 56 FEET NORTHEAST OF THE
 FA1056'CENTERLINE OF THE SOUTHWEST TRAFFIC LANE OF U.S. HIGHWAY 221 AND
 FA1056'STATE HIGHWAY 226, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FA1056'NORTHEAST TRAFFIC LANE OF STATE HIGHWAY 226, 124 FEET WEST AND
 FA1056'ACROSS THE NORTHEAST TRAFFIC LANE OF STATE HIGHWAY 226 FROM
 FA1056'POWER POLE NUMBER 80-37-TAP 37A, 0.8 FOOT NORTHWEST OF A METAL
 FA1056'WITNESS POST, ABOUT 3 FEET ABOVE THE NORTHEAST TRAFFIC LANE,
 FA1056'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE SOUTHWEST TRAFFIC LANE,
 FA1056'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 FA1056'TO A DEPTH OF 44 1/2 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 FA1056'PIPE WHICH PROJECTS 5 INCHES.
 FA1056
 FA1056                          STATION RECOVERY (1989)
 FA1056
 FA1056'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FA1056'STATION IS CONSIDERED TO BE DESTROYED DUE TO CONSTRUCTION OF US 221
 FA1056'BYPASS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1006 ***********************************************************************
 FA1006  DESIGNATION -  C 184
 FA1006  PID         -  FA1006
 FA1006  STATE/COUNTY-  NC/BURKE
 FA1006  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA1006
 FA1006                         *CURRENT SURVEY CONTROL
 FA1006  ___________________________________________________________________
 FA1006* NAD 83(1986)-  35 44 51.     (N)    081 37 59.     (W)     SCALED    
 FA1006* NAVD 88     -       379.077  (meters)    1243.69   (feet)  ADJUSTED  
 FA1006  ___________________________________________________________________
 FA1006  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 FA1006  DYNAMIC HT  -         378.709 (meters)    1242.48  (feet)  COMP
 FA1006  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 FA1006
 FA1006  VERT ORDER  -  FIRST     CLASS I
 FA1006
 FA1006.The horizontal coordinates were scaled from a topographic map and have
 FA1006.an estimated accuracy of +/- 6 seconds.
 FA1006
 FA1006.The orthometric height was determined by differential leveling
 FA1006.and adjusted in June 1991.
 FA1006
 FA1006.The geoid height was determined by GEOID03.
 FA1006
 FA1006.The dynamic height is computed by dividing the NAVD 88
 FA1006.geopotential number by the normal gravity value computed on the
 FA1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1006.degrees latitude (g = 980.6199 gals.).
 FA1006
 FA1006.The modeled gravity was interpolated from observed gravity values.
 FA1006
 FA1006;                    North         East    Units  Estimated Accuracy
 FA1006;SPC NC       -   224,740.      371,490.      MT  (+/- 180 meters Scaled)
 FA1006
 FA1006                          SUPERSEDED SURVEY CONTROL
 FA1006
 FA1006  NGVD 29 (??/??/92)  379.224  (m)         1244.17   (f) ADJ UNCH    1 1
 FA1006
 FA1006.Superseded values are not recommended for survey control.
 FA1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1006.See file dsdata.txt to determine how the superseded data were derived.
 FA1006
 FA1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV427561(NAD 83)
 FA1006_MARKER: DB = BENCH MARK DISK
 FA1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1006_STAMPING: C 184 1967
 FA1006_MARK LOGO: CGS   
 FA1006_PROJECTION: FLUSH
 FA1006_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1006+STABILITY: SURFACE MOTION
 FA1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1006+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1998
 FA1006
 FA1006  HISTORY     - Date     Condition        Report By
 FA1006  HISTORY     - 1967     MONUMENTED       CGS
 FA1006  HISTORY     - 19980616 GOOD             NCGS
 FA1006
 FA1006                          STATION DESCRIPTION
 FA1006
 FA1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA1006'3.2 MI E FROM MORGANTON.
 FA1006'ABOUT 1.65 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 FA1006'RAILROAD FROM THE STATION AT MORGANTON, THENCE 1.55 MILES EAST
 FA1006'ALONG U.S. HIGHWAYS 64 AND 70, OR ABOUT 1.75 MILES WEST ALONG
 FA1006'THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT
 FA1006'VALDESE, THENCE 2.35 MILES WEST ALONG U.S. HIGHWAYS 64 AND 70,
 FA1006'150 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 175 FEET
 FA1006'SOUTH OF THE CORNERSTONE AT THE SOUTHEAST CORNER OF THE ZION
 FA1006'METHODIST CHURCH, 71 FEET NORTHEAST OF THE NORTH CORNER OF A 5
 FA1006'SIDED FRAME HOUSE, 22 1/2 FEET WEST OF THE CENTERLINE OF ZION
 FA1006'ROAD, 66 FEET NORTH OF A FIRE HYDRANT, ABOUT 1/2 FOOT BELOW THE
 FA1006'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 FA1006'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA1006
 FA1006                          STATION RECOVERY (1998)
 FA1006
 FA1006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA1006'RECOVERED IN GOOD CONDITION.  NOTE--FOLLOWING ADDITIONS. 70.0 FT (21.3
 FA1006'M) EAST-SOUTHEAST OF SOUTHEAST CORNER OF THE COLONELS PANTRY, 65.0 FT
 FA1006'(19.8 M) SOUTHEAST OF NORTHEAST CORNER OF THE COLONELS PANTRY--AND
 FA1006'15.6 FT (4.8 M) EAST-SOUTHEAST OF LIGHT POLE, 22.0 FT (6.7 M) SOUTH OF
 FA1006'A 24-INCH MAPLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0661 ***********************************************************************
 FA0661  DESIGNATION -  C 185
 FA0661  PID         -  FA0661
 FA0661  STATE/COUNTY-  NC/CATAWBA
 FA0661  USGS QUAD   -  NEWTON (1993)
 FA0661
 FA0661                         *CURRENT SURVEY CONTROL
 FA0661  ___________________________________________________________________
 FA0661* NAD 83(1986)-  35 42 33.     (N)    081 09 39.     (W)     SCALED    
 FA0661* NAVD 88     -       298.029  (meters)     977.78   (feet)  ADJUSTED  
 FA0661  ___________________________________________________________________
 FA0661  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 FA0661  DYNAMIC HT  -         297.752 (meters)     976.87  (feet)  COMP
 FA0661  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 FA0661
 FA0661  VERT ORDER  -  FIRST     CLASS I
 FA0661
 FA0661.The horizontal coordinates were scaled from a topographic map and have
 FA0661.an estimated accuracy of +/- 6 seconds.
 FA0661
 FA0661.The orthometric height was determined by differential leveling
 FA0661.and adjusted in June 1991.
 FA0661
 FA0661.The geoid height was determined by GEOID03.
 FA0661
 FA0661.The dynamic height is computed by dividing the NAVD 88
 FA0661.geopotential number by the normal gravity value computed on the
 FA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0661.degrees latitude (g = 980.6199 gals.).
 FA0661
 FA0661.The modeled gravity was interpolated from observed gravity values.
 FA0661
 FA0661;                    North         East    Units  Estimated Accuracy
 FA0661;SPC NC       -   219,460.      414,090.      MT  (+/- 180 meters Scaled)
 FA0661
 FA0661                          SUPERSEDED SURVEY CONTROL
 FA0661
 FA0661  NGVD 29 (??/??/92)  298.240  (m)          978.48   (f) ADJ UNCH    1 1
 FA0661
 FA0661.Superseded values are not recommended for survey control.
 FA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0661.See file dsdata.txt to determine how the superseded data were derived.
 FA0661
 FA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV854517(NAD 83)
 FA0661_MARKER: DB = BENCH MARK DISK
 FA0661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FA0661_SP_SET: 60 FEET
 FA0661_STAMPING: C 185 1967
 FA0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0661
 FA0661  HISTORY     - Date     Condition        Report By
 FA0661  HISTORY     - 1967     MONUMENTED       CGS
 FA0661  HISTORY     - 20020323 MARK NOT FOUND   USPSQD
 FA0661
 FA0661                          STATION DESCRIPTION
 FA0661
 FA0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0661'0.8 MI W FROM CLAREMONT.
 FA0661'ABOUT 0.85 MILE WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FA0661'FROM THE STATION AT CLAREMONT, 25 FEET SOUTH OF THE SOUTH RAIL
 FA0661'OF THE TRACK, 54 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE
 FA0661'RAILROAD AND A TRAIL ROAD, 29 1/2 FEET NORTHEAST OF A 46-INCH
 FA0661'OAK TREE, 7 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 4 1/2 FEET
 FA0661'NORTH OF A ROW OF TELEPHONE POLES, 1.4 FEET NORTHEAST OF A METAL
 FA0661'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 FA0661'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 FA0661'DEPTH OF 60 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH
 FA0661'PROJECTS 10 INCHES.
 FA0661
 FA0661                          STATION RECOVERY (2002)
 FA0661
 FA0661'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0559 ***********************************************************************
 FA0559  DESIGNATION -  C 186
 FA0559  PID         -  FA0559
 FA0559  STATE/COUNTY-  NC/ROWAN
 FA0559  USGS QUAD   -  CLEVELAND (1988)
 FA0559
 FA0559                         *CURRENT SURVEY CONTROL
 FA0559  ___________________________________________________________________
 FA0559* NAD 83(1986)-  35 44 04.     (N)    080 41 26.     (W)     SCALED    
 FA0559* NAVD 88     -       233.071  (meters)     764.67   (feet)  ADJUSTED  
 FA0559  ___________________________________________________________________
 FA0559  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 FA0559  DYNAMIC HT  -         232.864 (meters)     763.99  (feet)  COMP
 FA0559  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 FA0559
 FA0559  VERT ORDER  -  FIRST     CLASS I
 FA0559
 FA0559.The horizontal coordinates were scaled from a topographic map and have
 FA0559.an estimated accuracy of +/- 6 seconds.
 FA0559
 FA0559.The orthometric height was determined by differential leveling
 FA0559.and adjusted in June 1991.
 FA0559
 FA0559.The geoid height was determined by GEOID03.
 FA0559
 FA0559.The dynamic height is computed by dividing the NAVD 88
 FA0559.geopotential number by the normal gravity value computed on the
 FA0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0559.degrees latitude (g = 980.6199 gals.).
 FA0559
 FA0559.The modeled gravity was interpolated from observed gravity values.
 FA0559
 FA0559;                    North         East    Units  Estimated Accuracy
 FA0559;SPC NC       -   221,440.      456,690.      MT  (+/- 180 meters Scaled)
 FA0559
 FA0559                          SUPERSEDED SURVEY CONTROL
 FA0559
 FA0559  NGVD 29 (??/??/92)  233.286  (m)          765.37   (f) ADJ UNCH    1 1
 FA0559
 FA0559.Superseded values are not recommended for survey control.
 FA0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0559.See file dsdata.txt to determine how the superseded data were derived.
 FA0559
 FA0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV279545(NAD 83)
 FA0559_MARKER: DB = BENCH MARK DISK
 FA0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0559_STAMPING: C 186 1967
 FA0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0559+STABILITY: SURFACE MOTION
 FA0559
 FA0559  HISTORY     - Date     Condition        Report By
 FA0559  HISTORY     - 1967     MONUMENTED       CGS
 FA0559
 FA0559                          STATION DESCRIPTION
 FA0559
 FA0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0559'0.8 MI W FROM CLEVELAND.
 FA0559'ABOUT 0.1 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE
 FA0559'AT CLEVELAND, THENCE 0.75 MILE WEST ALONG THE SOUTHERN RAILWAY
 FA0559'COMPANY RAILROAD, 5 POWER POLES WEST OF MILEPOST 14, 19 1/2 FEET
 FA0559'NORTH OF THE NORTH RAIL OF THE TRACK, 38 FEET NORTHWEST OF THE
 FA0559'CENTER OF A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 27 FEET
 FA0559'WEST OF THE CENTERLINE OF THE TRAIL ROAD, 69 1/2 FEET SOUTHEAST
 FA0559'AND ACROSS THE TRAIL ROAD FROM A POWER POLE, 42 FEET SOUTHWEST AND
 FA0559'ACROSS THE TRAIL ROAD FROM A FENCE CORNER POST, 3 FEET WEST OF A
 FA0559'VERTICAL RAILROAD RAIL WHICH PROJECTS 3 FEET, 1.5 FEET EAST OF
 FA0559'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 FA0559'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1247 ***********************************************************************
 FY1247  DESIGNATION -  C 187
 FY1247  PID         -  FY1247
 FY1247  STATE/COUNTY-  NC/GUILFORD
 FY1247  USGS QUAD   -  MC LEANSVILLE (1968)
 FY1247
 FY1247                         *CURRENT SURVEY CONTROL
 FY1247  ___________________________________________________________________
 FY1247* NAD 83(1986)-  36 05 13.     (N)    079 41 57.     (W)     SCALED    
 FY1247* NAVD 88     -       225.877  (meters)     741.06   (feet)  ADJUSTED  
 FY1247  ___________________________________________________________________
 FY1247  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 FY1247  DYNAMIC HT  -         225.692 (meters)     740.46  (feet)  COMP
 FY1247  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 FY1247
 FY1247  VERT ORDER  -  FIRST     CLASS I
 FY1247
 FY1247.The horizontal coordinates were scaled from a topographic map and have
 FY1247.an estimated accuracy of +/- 6 seconds.
 FY1247
 FY1247.The orthometric height was determined by differential leveling
 FY1247.and adjusted in June 1991.
 FY1247
 FY1247.The geoid height was determined by GEOID03.
 FY1247
 FY1247.The dynamic height is computed by dividing the NAVD 88
 FY1247.geopotential number by the normal gravity value computed on the
 FY1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1247.degrees latitude (g = 980.6199 gals.).
 FY1247
 FY1247.The modeled gravity was interpolated from observed gravity values.
 FY1247
 FY1247;                    North         East    Units  Estimated Accuracy
 FY1247;SPC NC       -   259,470.      546,630.      MT  (+/- 180 meters Scaled)
 FY1247
 FY1247                          SUPERSEDED SURVEY CONTROL
 FY1247
 FY1247  NGVD 29 (??/??/92)  226.119  (m)          741.86   (f) ADJ UNCH    1 1
 FY1247
 FY1247.Superseded values are not recommended for survey control.
 FY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1247.See file dsdata.txt to determine how the superseded data were derived.
 FY1247
 FY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV171943(NAD 83)
 FY1247_MARKER: DB = BENCH MARK DISK
 FY1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1247_SP_SET: OVERPASS
 FY1247_STAMPING: C 187 1967
 FY1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1247
 FY1247  HISTORY     - Date     Condition        Report By
 FY1247  HISTORY     - 1967     MONUMENTED       CGS
 FY1247
 FY1247                          STATION DESCRIPTION
 FY1247
 FY1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FY1247'2.7 MI W FROM GREENSBORO.
 FY1247'ABOUT 2.7 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD
 FY1247'FROM THE CROSSING OF THE RAILROAD AND COUNTY ROAD 2819 AT
 FY1247'MC LEANSVILLE, 0.3 MILE EAST OF MILEPOST 5, SET IN THE TOP OF THE
 FY1247'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS
 FY1247'FOR OLD U.S. HIGHWAY 70, 1.3 FEET EAST OF THE WEST EDGE OF THE
 FY1247'ABUTMENT, 5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, AND ABOUT 1
 FY1247'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0743 ***********************************************************************
 EY0743  DESIGNATION -  C 188
 EY0743  PID         -  EY0743
 EY0743  STATE/COUNTY-  NC/CRAVEN
 EY0743  USGS QUAD   -  JASPER (1983)
 EY0743
 EY0743                         *CURRENT SURVEY CONTROL
 EY0743  ___________________________________________________________________
 EY0743* NAD 83(1986)-  35 08 56.     (N)    077 10 15.     (W)     SCALED    
 EY0743* NAVD 88     -         8.908  (meters)      29.23   (feet)  ADJUSTED  
 EY0743  ___________________________________________________________________
 EY0743  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 EY0743  DYNAMIC HT  -           8.899 (meters)      29.20  (feet)  COMP
 EY0743  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 EY0743  OBS GRAVITY -     979,727.4   (mgal)                       GRAV_OBS
 EY0743
 EY0743  VERT ORDER  -  FIRST     CLASS I
 EY0743
 EY0743.The horizontal coordinates were scaled from a topographic map and have
 EY0743.an estimated accuracy of +/- 6 seconds.
 EY0743
 EY0743.The orthometric height was determined by differential leveling
 EY0743.and adjusted in October 1997.
 EY0743
 EY0743.The geoid height was determined by GEOID03.
 EY0743
 EY0743.The dynamic height is computed by dividing the NAVD 88
 EY0743.geopotential number by the normal gravity value computed on the
 EY0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0743.degrees latitude (g = 980.6199 gals.).
 EY0743
 EY0743.The modeled gravity was interpolated from observed gravity values.
 EY0743.The observed gravity was obtained from relative gravimeter ties
 EY0743.to the IGSN71 gravity network.
 EY0743
 EY0743;                    North         East    Units  Estimated Accuracy
 EY0743;SPC NC       -   156,710.      776,250.      MT  (+/- 180 meters Scaled)
 EY0743
 EY0743                          SUPERSEDED SURVEY CONTROL
 EY0743
 EY0743  NAVD 88 (06/15/91)    8.919  (m)           29.26   (f) UNKNOWN     1 1
 EY0743  NGVD 29 (??/??/92)    9.269  (m)           30.41   (f) ADJ UNCH    1 1
 EY0743
 EY0743.Superseded values are not recommended for survey control.
 EY0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0743.See file dsdata.txt to determine how the superseded data were derived.
 EY0743
 EY0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD022917(NAD 83)
 EY0743_MARKER: DB = BENCH MARK DISK
 EY0743_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY0743_SP_SET: 40 FEET
 EY0743_STAMPING: C 188 1968
 EY0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0743+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2003
 EY0743
 EY0743  HISTORY     - Date     Condition        Report By
 EY0743  HISTORY     - 1968     MONUMENTED       CGS
 EY0743  HISTORY     - 1978     GOOD             NCGS
 EY0743  HISTORY     - 1978     GOOD             DOD
 EY0743  HISTORY     - 1985     GOOD             USPSQD
 EY0743  HISTORY     - 19870607 GOOD             USPSQD
 EY0743  HISTORY     - 19910210 GOOD             USPSQD
 EY0743  HISTORY     - 20031116 GOOD             USPSQD
 EY0743
 EY0743                          STATION DESCRIPTION
 EY0743
 EY0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EY0743'8.4 MI W FROM NEW BERN.
 EY0743'ABOUT 3.0 MILES WEST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY
 EY0743'RAILROAD FROM THE STATION AT NEW BERN, THENCE 5.4 MILES NORTHWEST
 EY0743'ALONG U.S. HIGHWAY 70, 0.4 MILE WEST OF A CROSSING OF THE RAILROAD
 EY0743'AND A ROAD AT THE SMALL COMMUNITY OF CLARKS, AT A CROSSING OF
 EY0743'THE RAILROAD AND A ROAD, 49 FEET SOUTHWEST OF MILEPOST 51, 30
 EY0743'FEET EAST OF THE CENTERLINE OF THE ROAD, 54 FEET SOUTH OF THE
 EY0743'SOUTH RAIL OF THE TRACK, 5 FEET EAST OF A POWER POLE WHICH IS
 EY0743'BRACED BY TWO GUY WIRES, 0.7 FOOT NORTH OF A METAL WITNESS POST,
 EY0743'ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 EY0743'COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED
 EY0743'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 1 INCH.
 EY0743
 EY0743                          STATION RECOVERY (1978)
 EY0743
 EY0743'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0743'RECOVERED AS DESCRIBED.
 EY0743
 EY0743                          STATION RECOVERY (1978)
 EY0743
 EY0743'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0743'RECOVERED IN GOOD CONDITION.
 EY0743
 EY0743                          STATION RECOVERY (1985)
 EY0743
 EY0743'RECOVERY NOTE BY US POWER SQUADRON 1985
 EY0743'SOME CONCRETE CHIPPED AWAY. WITNESS POST GOOD. CLEARED GROWTH OF
 EY0743'BRUSH.
 EY0743
 EY0743                          STATION RECOVERY (1987)
 EY0743
 EY0743'RECOVERY NOTE BY US POWER SQUADRON 1987 (PL)
 EY0743'RECOVERED IN GOOD CONDITION.
 EY0743
 EY0743                          STATION RECOVERY (1991)
 EY0743
 EY0743'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDR)
 EY0743'RECOVERED IN GOOD CONDITION.
 EY0743
 EY0743                          STATION RECOVERY (2003)
 EY0743
 EY0743'RECOVERY NOTE BY US POWER SQUADRON 2003 (JDR)
 EY0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0629 ***********************************************************************
 EZ0629  DESIGNATION -  C 189
 EZ0629  PID         -  EZ0629
 EZ0629  STATE/COUNTY-  NC/DURHAM
 EZ0629  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ0629
 EZ0629                         *CURRENT SURVEY CONTROL
 EZ0629  ___________________________________________________________________
 EZ0629* NAD 83(1986)-  35 53 28.     (N)    078 51 01.     (W)     SCALED    
 EZ0629* NAVD 88     -       117.008  (meters)     383.88   (feet)  ADJUSTED  
 EZ0629  ___________________________________________________________________
 EZ0629  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 EZ0629  DYNAMIC HT  -         116.910 (meters)     383.56  (feet)  COMP
 EZ0629  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 EZ0629
 EZ0629  VERT ORDER  -  SECOND    CLASS II
 EZ0629
 EZ0629.The horizontal coordinates were scaled from a topographic map and have
 EZ0629.an estimated accuracy of +/- 6 seconds.
 EZ0629
 EZ0629.The orthometric height was determined by differential leveling
 EZ0629.and adjusted in December 2000.
 EZ0629.No vertical observational check was made to the station.
 EZ0629
 EZ0629.The geoid height was determined by GEOID03.
 EZ0629
 EZ0629.The dynamic height is computed by dividing the NAVD 88
 EZ0629.geopotential number by the normal gravity value computed on the
 EZ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0629.degrees latitude (g = 980.6199 gals.).
 EZ0629
 EZ0629.The modeled gravity was interpolated from observed gravity values.
 EZ0629
 EZ0629;                    North         East    Units  Estimated Accuracy
 EZ0629;SPC NC       -   237,530.      623,120.      MT  (+/- 180 meters Scaled)
 EZ0629
 EZ0629                          SUPERSEDED SURVEY CONTROL
 EZ0629
 EZ0629  NAVD 88 (06/15/91)  117.015  (m)          383.91   (f) UNKNOWN     1 1
 EZ0629  NGVD 29 (??/??/92)  117.266  (m)          384.73   (f) ADJ UNCH    1 1
 EZ0629
 EZ0629.Superseded values are not recommended for survey control.
 EZ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0629.See file dsdata.txt to determine how the superseded data were derived.
 EZ0629
 EZ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV940740(NAD 83)
 EZ0629_MARKER: DB = BENCH MARK DISK
 EZ0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0629_SP_SET: CONCRETE HEADWALL
 EZ0629_STAMPING: C 189 1967
 EZ0629_MARK LOGO: CGS   
 EZ0629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0629
 EZ0629  HISTORY     - Date     Condition        Report By
 EZ0629  HISTORY     - 1967     MONUMENTED       CGS
 EZ0629  HISTORY     - 20000221 GOOD             NCGS
 EZ0629  HISTORY     - 20050518 MARK NOT FOUND   GEOCAC
 EZ0629
 EZ0629                          STATION DESCRIPTION
 EZ0629
 EZ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EZ0629'5.2 MI NW FROM MORRISVILLE.
 EZ0629'ABOUT 5.15 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0629'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 0.55 MILE SOUTH
 EZ0629'OF MILEPOST 63, NEAR THE CENTER OF A LONG S CURVE IN THE TRACK,
 EZ0629'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF
 EZ0629'A CULVERT UNDER THE TRACK, 13 FEET WEST OF THE WEST RAIL OF THE
 EZ0629'TRACK, 5 RAILS NORTH OF A WHISTLE SIGN POST, AND ABOUT 5 FEET
 EZ0629'BELOW THE LEVEL OF THE TRACK.
 EZ0629
 EZ0629                          STATION RECOVERY (2000)
 EZ0629
 EZ0629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EZ0629'RECOVERED AS DESCRIBED.
 EZ0629
 EZ0629                          STATION RECOVERY (2005)
 EZ0629
 EZ0629'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ0629'WITH  THE ASSISTANCE OF TWO MAINTENANCE PERSONNEL FROM ADJOINING
 EZ0629'PROPERTY OWNER NORTEL, I SEARCHED SOUTHWARD 400 FEET ALONG THE TRACK
 EZ0629'FROM THE SOUTH END OF TRESTLE OVER I-40. I DID NOT LOCATE A CONCRETE
 EZ0629'CULVERT. IT WAS OBSERVED THAT THE ROAD BED HAS BEEN EXTENDED WESTWARD
 EZ0629'21 FEET FROM THE WEST RAIL OF TRACK, AND THAT A CORREGATED PIPE HAS
 EZ0629'BEEN INSTALLED UNDER THE RAILBED AT A STREAM CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0764 ***********************************************************************
 EZ0764  DESIGNATION -  C 190
 EZ0764  PID         -  EZ0764
 EZ0764  STATE/COUNTY-  NC/WAKE
 EZ0764  USGS QUAD   -  GARNER (1993)
 EZ0764
 EZ0764                         *CURRENT SURVEY CONTROL
 EZ0764  ___________________________________________________________________
 EZ0764* NAD 83(1986)-  35 41 54.     (N)    078 33 47.     (W)     SCALED    
 EZ0764* NAVD 88     -       100.317  (meters)     329.12   (feet)  ADJUSTED  
 EZ0764  ___________________________________________________________________
 EZ0764  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 EZ0764  DYNAMIC HT  -         100.228 (meters)     328.83  (feet)  COMP
 EZ0764  MODELED GRAV-     979,742.9   (mgal)                       NAVD 88
 EZ0764
 EZ0764  VERT ORDER  -  FIRST     CLASS I
 EZ0764
 EZ0764.The horizontal coordinates were scaled from a topographic map and have
 EZ0764.an estimated accuracy of +/- 6 seconds.
 EZ0764
 EZ0764.The orthometric height was determined by differential leveling
 EZ0764.and adjusted in June 1991.
 EZ0764
 EZ0764.The geoid height was determined by GEOID03.
 EZ0764
 EZ0764.The dynamic height is computed by dividing the NAVD 88
 EZ0764.geopotential number by the normal gravity value computed on the
 EZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0764.degrees latitude (g = 980.6199 gals.).
 EZ0764
 EZ0764.The modeled gravity was interpolated from observed gravity values.
 EZ0764
 EZ0764;                    North         East    Units  Estimated Accuracy
 EZ0764;SPC NC       -   216,220.      649,140.      MT  (+/- 180 meters Scaled)
 EZ0764
 EZ0764                          SUPERSEDED SURVEY CONTROL
 EZ0764
 EZ0764  NGVD 29 (??/??/92)  100.593  (m)          330.03   (f) ADJ UNCH    1 1
 EZ0764
 EZ0764.Superseded values are not recommended for survey control.
 EZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0764.See file dsdata.txt to determine how the superseded data were derived.
 EZ0764
 EZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV204532(NAD 83)
 EZ0764_MARKER: DB = BENCH MARK DISK
 EZ0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0764_SP_SET: CULVERT
 EZ0764_STAMPING: C 190 1967
 EZ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0764
 EZ0764  HISTORY     - Date     Condition        Report By
 EZ0764  HISTORY     - 1967     MONUMENTED       CGS
 EZ0764  HISTORY     - 1968     GOOD             NGS
 EZ0764  HISTORY     - 1978     MARK NOT FOUND   DOD
 EZ0764  HISTORY     - 20030307 MARK NOT FOUND   USPSQD
 EZ0764  HISTORY     - 20040603 MARK NOT FOUND   USPSQD
 EZ0764
 EZ0764                          STATION DESCRIPTION
 EZ0764
 EZ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EZ0764'2.6 MI SE FROM GARNER.
 EZ0764'ABOUT 2.6 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY
 EZ0764'RAILROAD FROM THE STATION AT GARNER, 0.45 MILE NORTHWEST OF
 EZ0764'MILEPOST 90, 0.4 MILE NORTHWEST OF THE ABANDONED RAILROAD
 EZ0764'STATION AT THE SMALL COMMUNITY OF AUBURN, SET IN THE CENTER OF
 EZ0764'THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT UNDER
 EZ0764'THE TRACK, 30 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 EZ0764'62 1/2 FEET SOUTHWEST OF THE CENTERLINE OF SECONDARY ROAD 1004,
 EZ0764'ABOUT LEVEL WITH THE ROAD, AND ABOUT 8 FEET BELOW THE LEVEL OF
 EZ0764'THE TRACK.
 EZ0764
 EZ0764                          STATION RECOVERY (1978)
 EZ0764
 EZ0764'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EZ0764'MARK NOT FOUND.
 EZ0764
 EZ0764                          STATION RECOVERY (2003)
 EZ0764
 EZ0764'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ0764'MARK NOT FOUND.
 EZ0764
 EZ0764                          STATION RECOVERY (2004)
 EZ0764
 EZ0764'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EZ0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0811 ***********************************************************************
 EY0811  DESIGNATION -  C 191
 EY0811  PID         -  EY0811
 EY0811  STATE/COUNTY-  NC/LENOIR
 EY0811  USGS QUAD   -  KINSTON (1983)
 EY0811
 EY0811                         *CURRENT SURVEY CONTROL
 EY0811  ___________________________________________________________________
 EY0811* NAD 83(1986)-  35 16 01.     (N)    077 35 37.     (W)     SCALED    
 EY0811* NAVD 88     -        13.705  (meters)      44.96   (feet)  ADJUSTED  
 EY0811  ___________________________________________________________________
 EY0811  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 EY0811  DYNAMIC HT  -          13.692 (meters)      44.92  (feet)  COMP
 EY0811  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 EY0811  OBS GRAVITY -     979,739.0   (mgal)                       GRAV_OBS
 EY0811
 EY0811  VERT ORDER  -  SECOND    CLASS I
 EY0811
 EY0811.The horizontal coordinates were scaled from a topographic map and have
 EY0811.an estimated accuracy of +/- 6 seconds.
 EY0811
 EY0811.The orthometric height was determined by differential leveling
 EY0811.and adjusted in August 2000.
 EY0811.WARNING-Repeat measurements at this control monument indicate possible
 EY0811.vertical movement.
 EY0811
 EY0811.The geoid height was determined by GEOID03.
 EY0811
 EY0811.The dynamic height is computed by dividing the NAVD 88
 EY0811.geopotential number by the normal gravity value computed on the
 EY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0811.degrees latitude (g = 980.6199 gals.).
 EY0811
 EY0811.The modeled gravity was interpolated from observed gravity values.
 EY0811.The observed gravity was obtained from relative gravimeter ties
 EY0811.to the IGSN71 gravity network.
 EY0811
 EY0811;                    North         East    Units  Estimated Accuracy
 EY0811;SPC NC       -   169,180.      737,550.      MT  (+/- 180 meters Scaled)
 EY0811
 EY0811                          SUPERSEDED SURVEY CONTROL
 EY0811
 EY0811  NAVD 88 (06/15/91)   13.709  (m)           44.98   (f) UNKNOWN     1 1
 EY0811  NGVD 29 (??/??/92)   14.068  (m)           46.15   (f) ADJ UNCH    1 1
 EY0811
 EY0811.Superseded values are not recommended for survey control.
 EY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0811.See file dsdata.txt to determine how the superseded data were derived.
 EY0811
 EY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE640057(NAD 83)
 EY0811_MARKER: DB = BENCH MARK DISK
 EY0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY0811_SP_SET: 16 FEET
 EY0811_STAMPING: C 191 1968
 EY0811_MARK LOGO: CGS   
 EY0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0811+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 EY0811
 EY0811  HISTORY     - Date     Condition        Report By
 EY0811  HISTORY     - 1968     MONUMENTED       CGS
 EY0811  HISTORY     - 1978     GOOD             NCGS
 EY0811  HISTORY     - 1978     GOOD             DOD
 EY0811  HISTORY     - 19910521 GOOD             USPSQD
 EY0811  HISTORY     - 19910831 GOOD             USPSQD
 EY0811  HISTORY     - 20000201 GOOD             NCGS
 EY0811  HISTORY     - 20031122 POOR             USPSQD
 EY0811  HISTORY     - 20031122 POOR             USPSQD
 EY0811  HISTORY     - 20050130 GOOD             USPSQD
 EY0811
 EY0811                          STATION DESCRIPTION
 EY0811
 EY0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 EY0811'0.9 MI W FROM KINSTON.
 EY0811'ABOUT 0.9 MILE WEST ALONG THE ATLANTIC AND EAST CAROLINA RAILWAY
 EY0811'RAILROAD FROM THE FREIGHT STATION AT KINSTON, 0.1 MILE EAST OF
 EY0811'MILEPOST 25, 45 YARDS WEST OF THE WEST SIDE OF THE CITY OF
 EY0811'KINSTON MUTUAL POWER PLANT, 47 1/2 FEET SOUTH OF THE SOUTH
 EY0811'RAIL OF THE MAIN TRACK, 14 FEET NORTHEAST OF THE NORTHEAST
 EY0811'RAIL OF A SIDETRACK, 14 1/2 FEET SOUTH OF THE CENTERLINE OF THE
 EY0811'SOUTH TRAFFIC LANE OF ATLANTIC AVENUE, 11 FEET NORTH OF THE
 EY0811'WEST END OF A CONCRETE COAL STORAGE ENCLOSURE FOR THE POWER
 EY0811'PLANT, 3 1/2 FEET SOUTH OF THE SOUTH CONCRETE CURB OF ATLANTIC
 EY0811'AVENUE, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT WEST OF
 EY0811'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 EY0811'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 EY0811'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 EY0811'WHICH PROJECTS 1 INCH.
 EY0811
 EY0811                          STATION RECOVERY (1978)
 EY0811
 EY0811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0811'RECOVERED IN GOOD CONDITION.
 EY0811
 EY0811                          STATION RECOVERY (1978)
 EY0811
 EY0811'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0811'RECOVERED IN GOOD CONDITION.
 EY0811
 EY0811                          STATION RECOVERY (1991)
 EY0811
 EY0811'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY0811'RECOVERED IN GOOD CONDITION.
 EY0811
 EY0811                          STATION RECOVERY (1991)
 EY0811
 EY0811'RECOVERY NOTE BY US POWER SQUADRON 1991 (HRB)
 EY0811'RECOVERED IN GOOD CONDITION.
 EY0811
 EY0811                          STATION RECOVERY (2000)
 EY0811
 EY0811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0811'RECOVERED AS DESCRIBED.
 EY0811
 EY0811                          STATION RECOVERY (2003)
 EY0811
 EY0811'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY0811'DISK IS LOOSE IN CONCRETE MOUNTING.
 EY0811
 EY0811                          STATION RECOVERY (2003)
 EY0811
 EY0811'RECOVERY NOTE BY US POWER SQUADRON 2003
 EY0811'DISK IS LOOSE IN CONCRETE MOUNTING.
 EY0811
 EY0811                          STATION RECOVERY (2005)
 EY0811
 EY0811'RECOVERY NOTE BY US POWER SQUADRON 2005
 EY0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0258 ***********************************************************************
 EX0258  DESIGNATION -  C 193
 EX0258  PID         -  EX0258
 EX0258  STATE/COUNTY-  NC/DARE
 EX0258  USGS QUAD   -  HATTERAS (1987)
 EX0258
 EX0258                         *CURRENT SURVEY CONTROL
 EX0258  ___________________________________________________________________
 EX0258* NAD 83(1986)-  35 13 20.     (N)    075 39 09.     (W)     SCALED    
 EX0258* NAVD 88     -         1.945  (meters)       6.38   (feet)  ADJUSTED  
 EX0258  ___________________________________________________________________
 EX0258  GEOID HEIGHT-         -38.64  (meters)                     GEOID03
 EX0258  DYNAMIC HT  -           1.943 (meters)       6.37  (feet)  COMP
 EX0258  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 EX0258
 EX0258  VERT ORDER  -  SECOND    CLASS I
 EX0258
 EX0258.The horizontal coordinates were scaled from a topographic map and have
 EX0258.an estimated accuracy of +/- 6 seconds.
 EX0258
 EX0258.The orthometric height was determined by differential leveling
 EX0258.and adjusted in June 1991.
 EX0258
 EX0258.The geoid height was determined by GEOID03.
 EX0258
 EX0258.The dynamic height is computed by dividing the NAVD 88
 EX0258.geopotential number by the normal gravity value computed on the
 EX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0258.degrees latitude (g = 980.6199 gals.).
 EX0258
 EX0258.The modeled gravity was interpolated from observed gravity values.
 EX0258
 EX0258;                    North         East    Units  Estimated Accuracy
 EX0258;SPC NC       -   168,450.      914,260.      MT  (+/- 180 meters Scaled)
 EX0258
 EX0258                          SUPERSEDED SURVEY CONTROL
 EX0258
 EX0258  NGVD 29 (??/??/92)    2.273  (m)            7.46   (f) ADJ UNCH    2 1
 EX0258
 EX0258.Superseded values are not recommended for survey control.
 EX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0258.See file dsdata.txt to determine how the superseded data were derived.
 EX0258
 EX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD406978(NAD 83)
 EX0258_MARKER: DV = VERTICAL CONTROL DISK
 EX0258_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0258+WITH SETTING: INTO GROUND
 EX0258_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0258_STAMPING: C 193 1977
 EX0258_MARK LOGO: NGS   
 EX0258_PROJECTION: PROJECTING 8 CENTIMETERS
 EX0258_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0258+STABILITY: SURFACE MOTION
 EX0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0258+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 EX0258_ROD/PIPE-DEPTH: 1.22 meters
 EX0258
 EX0258  HISTORY     - Date     Condition        Report By
 EX0258  HISTORY     - 1977     MONUMENTED       NGS
 EX0258  HISTORY     - 19850101 GOOD             NCGS
 EX0258  HISTORY     - 1990     GOOD             USPSQD
 EX0258  HISTORY     - 19910713 GOOD             USPSQD
 EX0258  HISTORY     - 20000620 GOOD             NCDOT
 EX0258  HISTORY     - 20030821 GOOD             USPSQD
 EX0258
 EX0258                          STATION DESCRIPTION
 EX0258
 EX0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0258'1.8 MI SW FROM FRISCO.
 EX0258'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0258'FRISCO, 101 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 17
 EX0258'FEET SOUTHWEST OF POWERLINE POLE 22-174. ALSO 2.3 MILES NORTHEAST
 EX0258'ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT HATTERAS.
 EX0258
 EX0258                          STATION RECOVERY (1985)
 EX0258
 EX0258'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0258'RECOVERED AS DESCRIBED.  MARK IS ALSO 31.45 M (103.18 FT) NORTHWEST OF
 EX0258'THE CENTERLINE OF NC 12.
 EX0258
 EX0258                          STATION RECOVERY (1990)
 EX0258
 EX0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (JH)
 EX0258'RECOVERED IN GOOD CONDITION.
 EX0258
 EX0258                          STATION RECOVERY (1991)
 EX0258
 EX0258'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEC)
 EX0258'RECOVERED IN GOOD CONDITION.
 EX0258
 EX0258                          STATION RECOVERY (2000)
 EX0258
 EX0258'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0258'RECOVERED AS DESCRIBED.
 EX0258
 EX0258                          STATION RECOVERY (2003)
 EX0258
 EX0258'RECOVERY NOTE BY US POWER SQUADRON 2003
 EX0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0211 ***********************************************************************
 EX0211  TIDAL BM    -  This is a Tidal Bench Mark.
 EX0211  DESIGNATION -  C 194
 EX0211  PID         -  EX0211
 EX0211  STATE/COUNTY-  NC/DARE
 EX0211  USGS QUAD   -  RODANTHE (1983)
 EX0211
 EX0211                         *CURRENT SURVEY CONTROL
 EX0211  ___________________________________________________________________
 EX0211* NAD 83(1986)-  35 35 35.     (N)    075 28 07.     (W)     SCALED    
 EX0211* NAVD 88     -         1.292  (meters)       4.24   (feet)  ADJUSTED  
 EX0211  ___________________________________________________________________
 EX0211  GEOID HEIGHT-         -38.77  (meters)                     GEOID03
 EX0211  DYNAMIC HT  -           1.290 (meters)       4.23  (feet)  COMP
 EX0211  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 EX0211
 EX0211  VERT ORDER  -  SECOND    CLASS I
 EX0211
 EX0211.The horizontal coordinates were scaled from a topographic map and have
 EX0211.an estimated accuracy of +/- 6 seconds.
 EX0211
 EX0211.The orthometric height was determined by differential leveling
 EX0211.and adjusted in June 1991.
 EX0211
 EX0211.This Tidal Bench Mark is designated as VM 3547
 EX0211.by the Center for Operational Oceanographic Products and Services.
 EX0211
 EX0211.Photographs are available for this station.
 EX0211
 EX0211.The geoid height was determined by GEOID03.
 EX0211
 EX0211.The dynamic height is computed by dividing the NAVD 88
 EX0211.geopotential number by the normal gravity value computed on the
 EX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0211.degrees latitude (g = 980.6199 gals.).
 EX0211
 EX0211.The modeled gravity was interpolated from observed gravity values.
 EX0211
 EX0211;                    North         East    Units  Estimated Accuracy
 EX0211;SPC NC       -   210,140.      929,530.      MT  (+/- 180 meters Scaled)
 EX0211
 EX0211                          SUPERSEDED SURVEY CONTROL
 EX0211
 EX0211  NGVD 29 (??/??/92)    1.608  (m)            5.28   (f) ADJ UNCH    2 1
 EX0211
 EX0211.Superseded values are not recommended for survey control.
 EX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0211.See file dsdata.txt to determine how the superseded data were derived.
 EX0211
 EX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE575389(NAD 83)
 EX0211_MARKER: DV = VERTICAL CONTROL DISK
 EX0211_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0211+WITH SETTING: INTO GROUND
 EX0211_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0211_STAMPING: C 194 1977
 EX0211_MARK LOGO: NGS   
 EX0211_PROJECTION: PROJECTING 20 CENTIMETERS
 EX0211_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0211+STABILITY: SURFACE MOTION
 EX0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0211+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 EX0211_ROD/PIPE-DEPTH: 1.22 meters
 EX0211
 EX0211  HISTORY     - Date     Condition        Report By
 EX0211  HISTORY     - 1977     MONUMENTED       NGS
 EX0211  HISTORY     - 19850101 GOOD             NCGS
 EX0211  HISTORY     - 19910714 GOOD             USPSQD
 EX0211  HISTORY     - 20000620 GOOD             NCDOT
 EX0211
 EX0211                          STATION DESCRIPTION
 EX0211
 EX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0211'AT RODANTHE.
 EX0211'0.4 MILE NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0211'RODANTHE, ALSO 1.7 MILES NORTH ALONG STATE HIGHWAY 12 FROM THE POST
 EX0211'OFFICE AT WAVES, 120 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD
 EX0211'LEADING NORTHWEST, 63 FEET NORTHEAST OF THE EAST CORNER OF A PHONE
 EX0211'BOOTH NEXT TO THE CAPTAIN JOHN ALLEN MOTEL AND SEA CHEST GIFT SHOP,
 EX0211'40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 19 FEET
 EX0211'NORTHEAST OF A POWERLINE POLE.
 EX0211
 EX0211                          STATION RECOVERY (1985)
 EX0211
 EX0211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0211'RECOVERED AS DESCRIBED.  MARK IS ALSO 5.97 M (19.59 FT) WEST OF THE
 EX0211'SOUTH END OF A DRIVEWAY CULVERT, 9.33 M (30.61 FT) NORTH-NORTHEAST OF
 EX0211'A MOTEL SIGN, AND 21.12 M (69.29 FT) NORTHWEST OF A POWER POLE (234)
 EX0211'WITH A REFERENCE TAG.
 EX0211
 EX0211                          STATION RECOVERY (1991)
 EX0211
 EX0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (RTG)
 EX0211'RECOVERED IN GOOD CONDITION.
 EX0211
 EX0211                          STATION RECOVERY (2000)
 EX0211
 EX0211'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0211'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1725 ***********************************************************************
 EY1725  DESIGNATION -  C 195
 EY1725  PID         -  EY1725
 EY1725  STATE/COUNTY-  NC/CARTERET
 EY1725  USGS QUAD   -  PORTSMOUTH (1983)
 EY1725
 EY1725                         *CURRENT SURVEY CONTROL
 EY1725  ___________________________________________________________________
 EY1725* NAD 83(1986)-  35 04 03.     (N)    076 02 35.     (W)     SCALED    
 EY1725* NAVD 88     -         1.798  (meters)       5.90   (feet)  ADJUSTED  
 EY1725  ___________________________________________________________________
 EY1725  GEOID HEIGHT-         -38.20  (meters)                     GEOID03
 EY1725  DYNAMIC HT  -           1.796 (meters)       5.89  (feet)  COMP
 EY1725  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 EY1725
 EY1725  VERT ORDER  -  SECOND    CLASS I
 EY1725
 EY1725.The horizontal coordinates were scaled from a topographic map and have
 EY1725.an estimated accuracy of +/- 6 seconds.
 EY1725
 EY1725.The orthometric height was determined by differential leveling
 EY1725.and adjusted in June 1991.
 EY1725
 EY1725.The geoid height was determined by GEOID03.
 EY1725
 EY1725.The dynamic height is computed by dividing the NAVD 88
 EY1725.geopotential number by the normal gravity value computed on the
 EY1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1725.degrees latitude (g = 980.6199 gals.).
 EY1725
 EY1725.The modeled gravity was interpolated from observed gravity values.
 EY1725
 EY1725;                    North         East    Units  Estimated Accuracy
 EY1725;SPC NC       -   150,170.      879,240.      MT  (+/- 180 meters Scaled)
 EY1725
 EY1725                          SUPERSEDED SURVEY CONTROL
 EY1725
 EY1725  NGVD 29 (??/??/92)    2.135  (m)            7.00   (f) ADJ UNCH    2 1
 EY1725
 EY1725.Superseded values are not recommended for survey control.
 EY1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1725.See file dsdata.txt to determine how the superseded data were derived.
 EY1725
 EY1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD048810(NAD 83)
 EY1725_MARKER: DV = VERTICAL CONTROL DISK
 EY1725_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EY1725_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EY1725_STAMPING: C 195 1977
 EY1725_MARK LOGO: NGS   
 EY1725_PROJECTION: PROJECTING 10 CENTIMETERS
 EY1725_MAGNETIC: I = MARKER IS A STEEL ROD
 EY1725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1725_ROD/PIPE-DEPTH: 19.5 meters
 EY1725
 EY1725  HISTORY     - Date     Condition        Report By
 EY1725  HISTORY     - 1977     MONUMENTED       NGS
 EY1725
 EY1725                          STATION DESCRIPTION
 EY1725
 EY1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EY1725'AT PORTSMOUTH ISLAND.
 EY1725'0.05 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE DOCK AT MORRIS CAMP,
 EY1725'THENCE 0.05 MILE EAST ALONG A DIRT ROAD, THENCE 17.6 MILES NORTHEAST
 EY1725'ALONG A DIRT ROAD AND FLATS, AROUND THE POINT AT THE NORTHEAST END
 EY1725'OF THE ISLAND, ABOUT 120 FEET SOUTHWEST OF THE WATERLINE, 94 FEET
 EY1725'SOUTH OF Z 194, ON TOP OF A ROW OF DUNES, 2 FEET NORTH OF A WITNESS
 EY1725'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0280 ***********************************************************************
 EX0280  DESIGNATION -  C 196
 EX0280  PID         -  EX0280
 EX0280  STATE/COUNTY-  NC/HYDE
 EX0280  USGS QUAD   -  OCRACOKE (1983)
 EX0280
 EX0280                         *CURRENT SURVEY CONTROL
 EX0280  ___________________________________________________________________
 EX0280* NAD 83(1986)-  35 05 55.     (N)    075 58 33.     (W)     SCALED    
 EX0280* NAVD 88     -         0.716  (meters)       2.35   (feet)  ADJUSTED  
 EX0280  ___________________________________________________________________
 EX0280  GEOID HEIGHT-         -38.33  (meters)                     GEOID03
 EX0280  DYNAMIC HT  -           0.715 (meters)       2.35  (feet)  COMP
 EX0280  MODELED GRAV-     979,737.9   (mgal)                       NAVD 88
 EX0280
 EX0280  VERT ORDER  -  SECOND    CLASS I
 EX0280
 EX0280.The horizontal coordinates were scaled from a topographic map and have
 EX0280.an estimated accuracy of +/- 6 seconds.
 EX0280
 EX0280.The orthometric height was determined by differential leveling
 EX0280.and adjusted in June 1991.
 EX0280
 EX0280.The geoid height was determined by GEOID03.
 EX0280
 EX0280.The dynamic height is computed by dividing the NAVD 88
 EX0280.geopotential number by the normal gravity value computed on the
 EX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0280.degrees latitude (g = 980.6199 gals.).
 EX0280
 EX0280.The modeled gravity was interpolated from observed gravity values.
 EX0280
 EX0280;                    North         East    Units  Estimated Accuracy
 EX0280;SPC NC       -   153,800.      885,260.      MT  (+/- 180 meters Scaled)
 EX0280
 EX0280                          SUPERSEDED SURVEY CONTROL
 EX0280
 EX0280  NGVD 29 (??/??/92)    1.051  (m)            3.45   (f) ADJ UNCH    2 1
 EX0280
 EX0280.Superseded values are not recommended for survey control.
 EX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0280.See file dsdata.txt to determine how the superseded data were derived.
 EX0280
 EX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD110844(NAD 83)
 EX0280_MARKER: DV = VERTICAL CONTROL DISK
 EX0280_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EX0280+WITH SETTING: INTO GROUND
 EX0280_SP_SET: 5/8-INCH COPPER-CLAD STEEL ROD
 EX0280_STAMPING: C 196 1977
 EX0280_MARK LOGO: NGS   
 EX0280_PROJECTION: PROJECTING 61 CENTIMETERS
 EX0280_MAGNETIC: I = MARKER IS A STEEL ROD
 EX0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0280+STABILITY: SURFACE MOTION
 EX0280_ROD/PIPE-DEPTH: 1.22 meters
 EX0280
 EX0280  HISTORY     - Date     Condition        Report By
 EX0280  HISTORY     - 1977     MONUMENTED       NGS
 EX0280  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EX0280  HISTORY     - 20000620 MARK NOT FOUND   NCDOT
 EX0280  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 EX0280
 EX0280                          STATION DESCRIPTION
 EX0280
 EX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 EX0280'1.8 MI SOUTH FROM OCRACOKE.
 EX0280'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 EX0280'OCRACOKE, TO A SIGN ENTERING CAPE HATTERAS NATIONAL SEASHORE, THENCE
 EX0280'0.8 MILE SOUTHWEST ALONG A DIRT ROAD RBEARING TO THE RIGHT AT THE
 EX0280'FORK, 17 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 EX0280
 EX0280                          STATION RECOVERY (1985)
 EX0280
 EX0280'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0280'NO ORIGINAL REFERENCES STILL EXIST.
 EX0280
 EX0280                          STATION RECOVERY (2000)
 EX0280
 EX0280'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 EX0280'STATION NOT FOUND.
 EX0280
 EX0280                          STATION RECOVERY (2002)
 EX0280
 EX0280'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EX0280'VERIFIED LOCATION WITH DGPS WAAS
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2289 ***********************************************************************
 FX2289  DESIGNATION -  C 198
 FX2289  PID         -  FX2289
 FX2289  STATE/COUNTY-  NC/NORTHAMPTON
 FX2289  USGS QUAD   -  WELDON (1974)
 FX2289
 FX2289                         *CURRENT SURVEY CONTROL
 FX2289  ___________________________________________________________________
 FX2289* NAD 83(1986)-  36 26 24.     (N)    077 33 53.     (W)     SCALED    
 FX2289* NAVD 88     -        30.245  (meters)      99.23   (feet)  ADJUSTED  
 FX2289  ___________________________________________________________________
 FX2289  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 FX2289  DYNAMIC HT  -          30.222 (meters)      99.15  (feet)  COMP
 FX2289  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 FX2289
 FX2289  VERT ORDER  -  FIRST     CLASS II
 FX2289
 FX2289.The horizontal coordinates were scaled from a topographic map and have
 FX2289.an estimated accuracy of +/- 6 seconds.
 FX2289
 FX2289.The orthometric height was determined by differential leveling
 FX2289.and adjusted in June 1991.
 FX2289
 FX2289.The geoid height was determined by GEOID03.
 FX2289
 FX2289.The dynamic height is computed by dividing the NAVD 88
 FX2289.geopotential number by the normal gravity value computed on the
 FX2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2289.degrees latitude (g = 980.6199 gals.).
 FX2289
 FX2289.The modeled gravity was interpolated from observed gravity values.
 FX2289
 FX2289;                    North         East    Units  Estimated Accuracy
 FX2289;SPC NC       -   299,360.      738,300.      MT  (+/- 180 meters Scaled)
 FX2289
 FX2289                          SUPERSEDED SURVEY CONTROL
 FX2289
 FX2289.No superseded survey control is available for this station.
 FX2289
 FX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF701358(NAD 83)
 FX2289_MARKER: DV = VERTICAL CONTROL DISK
 FX2289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2289_SP_SET: STAINLESS STEEL ROD
 FX2289_STAMPING: C 198 1978
 FX2289_MARK LOGO: NGS   
 FX2289_PROJECTION: PROJECTING 5 CENTIMETERS
 FX2289_MAGNETIC: I = MARKER IS A STEEL ROD
 FX2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2289_ROD/PIPE-DEPTH: 4.88 meters
 FX2289
 FX2289  HISTORY     - Date     Condition        Report By
 FX2289  HISTORY     - 1978     MONUMENTED       NGS
 FX2289  HISTORY     - 19930707 GOOD             NCGS
 FX2289  HISTORY     - 19960420 GOOD             USPSQD
 FX2289
 FX2289                          STATION DESCRIPTION
 FX2289
 FX2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2289'2.0 MI NE FROM WELDON.
 FX2289'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM ITS JUNCTION
 FX2289'WITH U.S. HIGHWAY 158 IN WELDON, 301 FEET SOUTHEAST AND ACROSS
 FX2289'THE HIGHWAY FROM A BRICK HOUSE, 123 FEET SOUTH-SOUTHEAST OF GARYS-
 FX2289'BURG CITY LIMIT SIGN, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGH-
 FX2289'WAY, 39 FEET SOUTH-SOUTHEAST OF A 3 FOOT ROUND STEEL MANHOLE COVER.
 FX2289'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FX2289'THE MARK IS 1 FT BELOW THE HIGHWAY.
 FX2289
 FX2289                          STATION RECOVERY (1993)
 FX2289
 FX2289'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 FX2289'RECOVERED AS DESCRIBED.
 FX2289
 FX2289                          STATION RECOVERY (1996)
 FX2289
 FX2289'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2292 ***********************************************************************
 FX2292  DESIGNATION -  C 199
 FX2292  PID         -  FX2292
 FX2292  STATE/COUNTY-  NC/HALIFAX
 FX2292  USGS QUAD   -  ROANOKE RAPIDS (1974)
 FX2292
 FX2292                         *CURRENT SURVEY CONTROL
 FX2292  ___________________________________________________________________
 FX2292* NAD 83(1986)-  36 26 24.     (N)    077 38 39.     (W)     SCALED    
 FX2292* NAVD 88     -        46.331  (meters)     152.00   (feet)  ADJUSTED  
 FX2292  ___________________________________________________________________
 FX2292  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 FX2292  DYNAMIC HT  -          46.295 (meters)     151.89  (feet)  COMP
 FX2292  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 FX2292
 FX2292  VERT ORDER  -  FIRST     CLASS II
 FX2292
 FX2292.The horizontal coordinates were scaled from a topographic map and have
 FX2292.an estimated accuracy of +/- 6 seconds.
 FX2292
 FX2292.The orthometric height was determined by differential leveling
 FX2292.and adjusted in June 1991.
 FX2292
 FX2292.The geoid height was determined by GEOID03.
 FX2292
 FX2292.The dynamic height is computed by dividing the NAVD 88
 FX2292.geopotential number by the normal gravity value computed on the
 FX2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2292.degrees latitude (g = 980.6199 gals.).
 FX2292
 FX2292.The modeled gravity was interpolated from observed gravity values.
 FX2292
 FX2292;                    North         East    Units  Estimated Accuracy
 FX2292;SPC NC       -   299,260.      731,170.      MT  (+/- 180 meters Scaled)
 FX2292
 FX2292                          SUPERSEDED SURVEY CONTROL
 FX2292
 FX2292.No superseded survey control is available for this station.
 FX2292
 FX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF629360(NAD 83)
 FX2292_MARKER: DB = BENCH MARK DISK
 FX2292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FX2292_SP_SET: STAINLESS STEEL ROD
 FX2292_STAMPING: C 199 1978
 FX2292_MARK LOGO: NGS   
 FX2292_PROJECTION: PROJECTING 8 CENTIMETERS
 FX2292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2292_ROD/PIPE-DEPTH: 4.88 meters
 FX2292
 FX2292  HISTORY     - Date     Condition        Report By
 FX2292  HISTORY     - 1978     MONUMENTED       NGS
 FX2292  HISTORY     - 19840701 GOOD             NCGS
 FX2292
 FX2292                          STATION DESCRIPTION
 FX2292
 FX2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FX2292'1.1 MI EAST FROM ROANOKE RAPIDS.
 FX2292'ABOUT 2.8 MILES NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX2292'THE STATION IN WELDON, ALSO ABOUT 1.1 MILES SOUTHEAST ALONG THE
 FX2292'SEABOARD AIR LINE RAILWAY FROM THE STATION IN ROANOKE RAPIDS, AT
 FX2292'THE JUNCTION OF ROAD 1400 AND THE SEABOARD AIR LINE RAILWAY,
 FX2292'AT THE SOUTHEAST CORNER OF A WIRE FENCE AROUND MOORES QUALITY
 FX2292'BUILDING SUPPLIES, 74 FEET WEST OF THE CENTERLINE OF THE SOUTH
 FX2292'BOUND LANES OF EAST ROAD 1400, 31 FEET NORTH OF THE NORTH RAIL,
 FX2292'7.6 FEET SOUTH OF THE EXTENDED CENTERLINE OF TILGHMAN STREET, 1.5
 FX2292'FEET SOUTH OF THE FENCE AROUND MOORES BUILDING SUPPLIES.  DISK IS
 FX2292'LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 FX2292'PLASTIC SCREW PLUG.
 FX2292'THE MARK IS 1 FT  W FROM A WITNESS POST.
 FX2292'THE MARK IS 1 FT BELOW THE TRACKS.
 FX2292
 FX2292                          STATION RECOVERY (1984)
 FX2292
 FX2292'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 FX2292'RECOVERED AS DESCRIBED.  STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1276 ***********************************************************************
 EB1276  DESIGNATION -  C 200
 EB1276  PID         -  EB1276
 EB1276  STATE/COUNTY-  NC/RICHMOND
 EB1276  USGS QUAD   -  GHIO (1982)
 EB1276
 EB1276                         *CURRENT SURVEY CONTROL
 EB1276  ___________________________________________________________________
 EB1276* NAD 83(1986)-  34 51 28.     (N)    079 44 36.     (W)     SCALED    
 EB1276* NAVD 88     -        90.180  (meters)     295.87   (feet)  ADJUSTED  
 EB1276  ___________________________________________________________________
 EB1276  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 EB1276  DYNAMIC HT  -          90.097 (meters)     295.59  (feet)  COMP
 EB1276  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 EB1276
 EB1276  VERT ORDER  -  FIRST     CLASS II
 EB1276
 EB1276.The horizontal coordinates were scaled from a topographic map and have
 EB1276.an estimated accuracy of +/- 6 seconds.
 EB1276
 EB1276.The orthometric height was determined by differential leveling
 EB1276.and adjusted in June 1991.
 EB1276
 EB1276.The geoid height was determined by GEOID03.
 EB1276
 EB1276.The dynamic height is computed by dividing the NAVD 88
 EB1276.geopotential number by the normal gravity value computed on the
 EB1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1276.degrees latitude (g = 980.6199 gals.).
 EB1276
 EB1276.The modeled gravity was interpolated from observed gravity values.
 EB1276
 EB1276;                    North         East    Units  Estimated Accuracy
 EB1276;SPC NC       -   123,140.      541,630.      MT  (+/- 180 meters Scaled)
 EB1276
 EB1276                          SUPERSEDED SURVEY CONTROL
 EB1276
 EB1276.No superseded survey control is available for this station.
 EB1276
 EB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU148579(NAD 83)
 EB1276_MARKER: DB = BENCH MARK DISK
 EB1276_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 EB1276_SP_SET: GALVANIZED STEEL ROD
 EB1276_STAMPING: C 200 1979
 EB1276_PROJECTION: FLUSH
 EB1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1276_ROD/PIPE-DEPTH: 7.32 meters
 EB1276
 EB1276  HISTORY     - Date     Condition        Report By
 EB1276  HISTORY     - 1979     MONUMENTED       NGS
 EB1276
 EB1276                          STATION DESCRIPTION
 EB1276
 EB1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1276'3.35 MI SW FROM HAMLET.
 EB1276'3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 EB1276'U.S. HIGHWAY 74 IN HAMLET, 100 YARDS EAST OF AND ACROSS THE
 EB1276'HIGHWAY FROM A ONE STORY CONCRETE BLOCK HOUSE, 105 FT. SOUTHEAST OF
 EB1276'THE CENTERLINE OF THE HIGHWAY, 2.9 FT. SOUTHWEST OF POWER POLE 275,
 EB1276'DISK IS 5 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 EB1276'4-INCH PLASTIC SCREW PLUG. NOTE-MARK IS IN LINE WITH A ROW OF POWER
 EB1276'POLES LEADING NORTHEAST AND SOUTHWEST.
 EB1276'THE MARK IS 3 FT  NE FROM A WITNESS POST.
 EB1276'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1721 ***********************************************************************
 FY1721  DESIGNATION -  C 200 X
 FY1721  PID         -  FY1721
 FY1721  STATE/COUNTY-  NC/WARREN
 FY1721  USGS QUAD   -  WARRENTON (1970)
 FY1721
 FY1721                         *CURRENT SURVEY CONTROL
 FY1721  ___________________________________________________________________
 FY1721* NAD 83(2001)-  36 26 06.09716(N)    078 07 29.29122(W)     ADJUSTED  
 FY1721* NAVD 88     -       132.148  (meters)     433.56   (feet)  ADJUSTED  
 FY1721  ___________________________________________________________________
 FY1721  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FY1721  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 FY1721  DYNAMIC HT  -         132.040 (meters)     433.20  (feet)  COMP
 FY1721  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 FY1721
 FY1721  HORZ ORDER  -  SECOND
 FY1721  VERT ORDER  -  FIRST     CLASS II
 FY1721
 FY1721.The horizontal coordinates were established by classical geodetic methods
 FY1721.and adjusted by the National Geodetic Survey in August 2005.
 FY1721
 FY1721.The orthometric height was determined by differential leveling
 FY1721.and adjusted in June 1991.
 FY1721
 FY1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY1721
 FY1721.The geoid height was determined by GEOID03.
 FY1721
 FY1721.The dynamic height is computed by dividing the NAVD 88
 FY1721.geopotential number by the normal gravity value computed on the
 FY1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1721.degrees latitude (g = 980.6199 gals.).
 FY1721
 FY1721.The modeled gravity was interpolated from observed gravity values.
 FY1721
 FY1721;                    North         East     Units Scale Factor Converg.
 FY1721;SPC NC       -   298,219.411   688,082.260   MT  1.00008596   +0 30 18.5
 FY1721;SPC NC       -   978,408.18  2,257,483.21   sFT  1.00008596   +0 30 18.5
 FY1721;UTM  17      - 4,036,043.637   757,736.111   MT  1.00041852   +1 42 30.8
 FY1721
 FY1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY1721!SPC NC       -   0.99998449  x   1.00008596  =   1.00007045
 FY1721!UTM  17      -   0.99998449  x   1.00041852  =   1.00040301
 FY1721
 FY1721                          SUPERSEDED SURVEY CONTROL
 FY1721
 FY1721  NAD 83(1986)-  36 26 06.09366(N)    078 07 29.30147(W) AD(       ) 2
 FY1721  NGVD 29 (08/31/00)  132.42   (m)          434.4    (f) LEVELING    3  
 FY1721
 FY1721.Superseded values are not recommended for survey control.
 FY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1721.See file dsdata.txt to determine how the superseded data were derived.
 FY1721
 FY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5773636044(NAD 83)
 FY1721_MARKER: DB = BENCH MARK DISK
 FY1721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1721_SP_SET: STAINLESS STEEL ROD
 FY1721_STAMPING: C 200 X 1978
 FY1721_PROJECTION: FLUSH
 FY1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1721_ROD/PIPE-DEPTH: 4.57 meters
 FY1721
 FY1721  HISTORY     - Date     Condition        Report By
 FY1721  HISTORY     - 1978     MONUMENTED       NGS
 FY1721  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FY1721
 FY1721                          STATION DESCRIPTION
 FY1721
 FY1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1721'2.2 MI WEST FROM MACON.
 FY1721'ABOUT 2.2 MILES WEST ALONG HIGHWAY 158 FROM THE POST OFFICE IN
 FY1721'MACON.  AT A DIRT ROAD CROSSING THE RAILROAD, AND ABOUT 0.3 MILE
 FY1721'WEST OF RAILROAD MILE POST 111, 56.5 FEET NORTH OF THE CENTERLINE
 FY1721'OF THE HIGHWAY, 63 FEET EAST OF THE CENTER OF THE DIRT ROAD
 FY1721'CROSSING THE TRACKS, 46.5 FEET EAST-NORTHEAST OF A 20 INCH PINE
 FY1721'TREE, AND 33.2 FEET SOUTH OF THE SOUTH RAIL.
 FY1721'THE MARK IS 1 FT  N FROM A WITNESS POST.
 FY1721'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 FY1721
 FY1721                          STATION RECOVERY (1987)
 FY1721
 FY1721'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB)
 FY1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1372 ***********************************************************************
 EB1372  DESIGNATION -  C 201
 EB1372  PID         -  EB1372
 EB1372  STATE/COUNTY-  NC/SCOTLAND
 EB1372  USGS QUAD   -  GHIO (1982)
 EB1372
 EB1372                         *CURRENT SURVEY CONTROL
 EB1372  ___________________________________________________________________
 EB1372* NAD 83(1986)-  34 48 28.     (N)    079 38 31.     (W)     SCALED    
 EB1372* NAVD 88     -        97.830  (meters)     320.96   (feet)  ADJUSTED  
 EB1372  ___________________________________________________________________
 EB1372  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EB1372  DYNAMIC HT  -          97.738 (meters)     320.66  (feet)  COMP
 EB1372  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 EB1372
 EB1372  VERT ORDER  -  FIRST     CLASS II
 EB1372
 EB1372.The horizontal coordinates were scaled from a topographic map and have
 EB1372.an estimated accuracy of +/- 6 seconds.
 EB1372
 EB1372.The orthometric height was determined by differential leveling
 EB1372.and adjusted in June 1991.
 EB1372
 EB1372.The geoid height was determined by GEOID03.
 EB1372
 EB1372.The dynamic height is computed by dividing the NAVD 88
 EB1372.geopotential number by the normal gravity value computed on the
 EB1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1372.degrees latitude (g = 980.6199 gals.).
 EB1372
 EB1372.The modeled gravity was interpolated from observed gravity values.
 EB1372
 EB1372;                    North         East    Units  Estimated Accuracy
 EB1372;SPC NC       -   117,530.      550,870.      MT  (+/- 180 meters Scaled)
 EB1372
 EB1372                          SUPERSEDED SURVEY CONTROL
 EB1372
 EB1372  NGVD 29 (10/06/93)   98.110  (m)          321.88   (f) ADJUSTED    1 2
 EB1372
 EB1372.Superseded values are not recommended for survey control.
 EB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1372.See file dsdata.txt to determine how the superseded data were derived.
 EB1372
 EB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU242525(NAD 83)
 EB1372_MARKER: DB = BENCH MARK DISK
 EB1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1372_SP_SET: STAINLESS STEEL ROD
 EB1372_STAMPING: C 201 1979
 EB1372_MARK LOGO: NGS   
 EB1372_PROJECTION: FLUSH
 EB1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1372_ROD/PIPE-DEPTH: 6.10 meters
 EB1372
 EB1372  HISTORY     - Date     Condition        Report By
 EB1372  HISTORY     - 1979     MONUMENTED       NGS
 EB1372
 EB1372                          STATION DESCRIPTION
 EB1372
 EB1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1372'4.7 MI NW FROM GIBSON.
 EB1372'0.7 MILE EAST ALONG STATE HIGHWAYS 79 AND 381, FROM THEIR JUNCTION IN
 EB1372'GIBSON, AND THENCE 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 381, 0.5
 EB1372'MILE NORTHWEST OF SECONDARY ROAD 1157 AND 0.2 MILE SOUTHEAST OF
 EB1372'SECONDARY ROAD 1158, 32.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 EB1372'HIGHWAY, AND 5.8 FEET SOUTH OF POWER POLE NUMBER 10E-8.
 EB1372'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 EB1372'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1745 ***********************************************************************
 FY1745  DESIGNATION -  C 201
 FY1745  PID         -  FY1745
 FY1745  STATE/COUNTY-  NC/GRANVILLE
 FY1745  USGS QUAD   -  OXFORD (1984)
 FY1745
 FY1745                         *CURRENT SURVEY CONTROL
 FY1745  ___________________________________________________________________
 FY1745* NAD 83(1986)-  36 18 57.     (N)    078 31 17.     (W)     SCALED    
 FY1745* NAVD 88     -       140.816  (meters)     461.99   (feet)  ADJUSTED  
 FY1745  ___________________________________________________________________
 FY1745  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 FY1745  DYNAMIC HT  -         140.702 (meters)     461.62  (feet)  COMP
 FY1745  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 FY1745
 FY1745  VERT ORDER  -  FIRST     CLASS II
 FY1745
 FY1745.The horizontal coordinates were scaled from a topographic map and have
 FY1745.an estimated accuracy of +/- 6 seconds.
 FY1745
 FY1745.The orthometric height was determined by differential leveling
 FY1745.and adjusted in June 1991.
 FY1745
 FY1745.The geoid height was determined by GEOID03.
 FY1745
 FY1745.The dynamic height is computed by dividing the NAVD 88
 FY1745.geopotential number by the normal gravity value computed on the
 FY1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1745.degrees latitude (g = 980.6199 gals.).
 FY1745
 FY1745.The modeled gravity was interpolated from observed gravity values.
 FY1745
 FY1745;                    North         East    Units  Estimated Accuracy
 FY1745;SPC NC       -   284,750.      652,580.      MT  (+/- 180 meters Scaled)
 FY1745
 FY1745                          SUPERSEDED SURVEY CONTROL
 FY1745
 FY1745  NGVD 29 (03/05/92)  141.095  (m)          462.91   (f) ADJUSTED    1 2
 FY1745
 FY1745.Superseded values are not recommended for survey control.
 FY1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1745.See file dsdata.txt to determine how the superseded data were derived.
 FY1745
 FY1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA225218(NAD 83)
 FY1745_MARKER: DB = BENCH MARK DISK
 FY1745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY1745_SP_SET: STAINLESS STEEL ROD
 FY1745_STAMPING: C 201 1978
 FY1745_MARK LOGO: NGS   
 FY1745_PROJECTION: PROJECTING 8 CENTIMETERS
 FY1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1745_ROD/PIPE-DEPTH: 4.57 meters
 FY1745
 FY1745  HISTORY     - Date     Condition        Report By
 FY1745  HISTORY     - 1978     MONUMENTED       NGS
 FY1745
 FY1745                          STATION DESCRIPTION
 FY1745
 FY1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 FY1745'4.0 MI EAST FROM OXFORD.
 FY1745'ABOUT 4.0 MILES EAST ALONG HIGHWAY 158 FROM ITS JUNCTION WITH HIGHWAY
 FY1745'15 IN OXFORD.  SET ON THE NORTHEAST CORNER OF THE T JUNCTION OF
 FY1745'HIGHWAY 158 AND A DEAD END ROAD, NUMBER 1534, 76 FEET NORTH OF THE
 FY1745'CENTERLINE OF HIGHWAY 158, 66.5 FEET EAST OF THE CENTER OF THE
 FY1745'GRAVELED DEAD END ROAD, 11.2 FEET SOUTHEAST OF AN UNDERGROUND
 FY1745'TELEPHONE CABLE BOX, 7.2 FEET SOUTHEAST OF A UTILITY METER POLE, AND
 FY1745'9.3 FEET EAST OF THE EXTENDED CENTERLINE OF A PRIVATE DRIVE SOUTH,
 FY1745'AND 6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE WOODS.
 FY1745'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 FY1745'THE MARK IS 3 FT ABOVE THE HHIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2341 ***********************************************************************
 FX2341  DESIGNATION -  C 210
 FX2341  PID         -  FX2341
 FX2341  STATE/COUNTY-  NC/CURRITUCK
 FX2341  USGS QUAD   -  LAMBS CORNER (1982)
 FX2341
 FX2341                         *CURRENT SURVEY CONTROL
 FX2341  ___________________________________________________________________
 FX2341* NAD 83(1986)-  36 29 38.     (N)    076 08 23.     (W)     SCALED    
 FX2341* NAVD 88     -         2.121  (meters)       6.96   (feet)  ADJUSTED  
 FX2341  ___________________________________________________________________
 FX2341  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 FX2341  DYNAMIC HT  -           2.119 (meters)       6.95  (feet)  COMP
 FX2341  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 FX2341
 FX2341  VERT ORDER  -  FIRST     CLASS II
 FX2341
 FX2341.The horizontal coordinates were scaled from a topographic map and have
 FX2341.an estimated accuracy of +/- 6 seconds.
 FX2341
 FX2341.The orthometric height was determined by differential leveling
 FX2341.and adjusted in June 1991.
 FX2341
 FX2341.The geoid height was determined by GEOID03.
 FX2341
 FX2341.The dynamic height is computed by dividing the NAVD 88
 FX2341.geopotential number by the normal gravity value computed on the
 FX2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2341.degrees latitude (g = 980.6199 gals.).
 FX2341
 FX2341.The modeled gravity was interpolated from observed gravity values.
 FX2341
 FX2341;                    North         East    Units  Estimated Accuracy
 FX2341;SPC NC       -   308,100.      865,870.      MT  (+/- 180 meters Scaled)
 FX2341
 FX2341                          SUPERSEDED SURVEY CONTROL
 FX2341
 FX2341.No superseded survey control is available for this station.
 FX2341
 FX2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF979393(NAD 83)
 FX2341_MARKER: DB = BENCH MARK DISK
 FX2341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FX2341_SP_SET: BRIDGE ABUTMENT
 FX2341_STAMPING: C 210 1979
 FX2341_MARK LOGO: NGS   
 FX2341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FX2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2341+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 FX2341
 FX2341  HISTORY     - Date     Condition        Report By
 FX2341  HISTORY     - 1979     MONUMENTED       NGS
 FX2341  HISTORY     - 1987     GOOD             USPSQD
 FX2341  HISTORY     - 20041101 SEE DESCRIPTION  NCGS
 FX2341
 FX2341                          STATION DESCRIPTION
 FX2341
 FX2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2341'3.0 MI SE FROM MOYOCK.
 FX2341'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 168 FROM THE POST OFFICE
 FX2341'IN MOYOCK, 0.5 MILE SOUTHEAST OF INTERSECTION WITH SR 1214 (SOUTHEAST)
 FX2341'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT
 FX2341'OF BRIDGE, 20.0 WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7
 FX2341'FOOT EAST OF THE WEST END OF SOUTH ABUTMENT.
 FX2341'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2341
 FX2341                          STATION RECOVERY (1987)
 FX2341
 FX2341'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2341'RECOVERED IN GOOD CONDITION.
 FX2341
 FX2341                          STATION RECOVERY (2004)
 FX2341
 FX2341'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2341'NOT FOUND, DESTROYED BY HIGHWAY CONSTRUCTION.  OLD BRIDGE WAS REMOVED
 FX2341'AND WAS REPLACED WITH A NEW ONE, HIGHWAY IS NOW 4-LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2391 ***********************************************************************
 FX2391  DESIGNATION -  C 211
 FX2391  PID         -  FX2391
 FX2391  STATE/COUNTY-  NC/PERQUIMANS
 FX2391  USGS QUAD   -  HERTFORD (1982)
 FX2391
 FX2391                         *CURRENT SURVEY CONTROL
 FX2391  ___________________________________________________________________
 FX2391* NAD 83(1986)-  36 13 07.     (N)    076 23 07.     (W)     SCALED    
 FX2391* NAVD 88     -         3.583  (meters)      11.76   (feet)  ADJUSTED  
 FX2391  ___________________________________________________________________
 FX2391  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 FX2391  DYNAMIC HT  -           3.580 (meters)      11.75  (feet)  COMP
 FX2391  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 FX2391
 FX2391  VERT ORDER  -  FIRST     CLASS II
 FX2391
 FX2391.The horizontal coordinates were scaled from a topographic map and have
 FX2391.an estimated accuracy of +/- 6 seconds.
 FX2391
 FX2391.The orthometric height was determined by differential leveling
 FX2391.and adjusted in June 1991.
 FX2391
 FX2391.The geoid height was determined by GEOID03.
 FX2391
 FX2391.The dynamic height is computed by dividing the NAVD 88
 FX2391.geopotential number by the normal gravity value computed on the
 FX2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2391.degrees latitude (g = 980.6199 gals.).
 FX2391
 FX2391.The modeled gravity was interpolated from observed gravity values.
 FX2391
 FX2391;                    North         East    Units  Estimated Accuracy
 FX2391;SPC NC       -   276,950.      844,680.      MT  (+/- 180 meters Scaled)
 FX2391
 FX2391                          SUPERSEDED SURVEY CONTROL
 FX2391
 FX2391.No superseded survey control is available for this station.
 FX2391
 FX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF754090(NAD 83)
 FX2391_MARKER: I = METAL ROD
 FX2391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2391_SP_SET: STAINLESS STEEL ROD
 FX2391_STAMPING: C 211 1979
 FX2391_PROJECTION: FLUSH
 FX2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2391_ROD/PIPE-DEPTH: 7.32 meters
 FX2391
 FX2391  HISTORY     - Date     Condition        Report By
 FX2391  HISTORY     - 1979     MONUMENTED       NGS
 FX2391  HISTORY     - 1987     GOOD             USPSQD
 FX2391  HISTORY     - 19970105 MARK NOT FOUND   USPSQD
 FX2391
 FX2391                          STATION DESCRIPTION
 FX2391
 FX2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 FX2391'5.0 MI NE FROM HERTFORD.
 FX2391'5.0 MILES NORTHEAST ALONG US HIGHWAY 17 FROM THE NORTH END OF THE
 FX2391'US HIGHWAY 17 BYPASS BRIDGE OVER PERQUIMANS RIVER AT HERTFORD ON
 FX2391'SOUTH SIDE OF US HIGHWAY 17, IN A GRASS TRAFFIC ISLAND, IN FRONT OF
 FX2391'AN EXXON SERVICE STORE, AND APPROXIMATELY 265 FEET NORTHEAST OF
 FX2391'INTERSECTION WITH SECONDARY ROUTE 1226, 34.8 FEET SOUTH OF CENTERLINE
 FX2391'OF US HIGHWAY 17, 48.3 FEET NORTHWEST OF NORTHWEST CORNER OF STORE,
 FX2391'22.7 FEET SOUTH OF EDGE OF PAVEMENT, 4.0 FEET NORTH OF A METAL
 FX2391'EXXON SIGN POST AND 3.9 FEET SOUTH OF A TELEPHONE POLE WITH REFERENCE
 FX2391'TAG.  THE DATUM POINT IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 FX2391'SET FLUSH WITH THE GROUND SURFACE ACCESSIBLE THROUGH A 4 INCH
 FX2391'PLASTIC SCREW PLUG.
 FX2391'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 FX2391'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 FX2391
 FX2391                          STATION RECOVERY (1987)
 FX2391
 FX2391'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 FX2391'RECOVERED IN GOOD CONDITION.
 FX2391
 FX2391                          STATION RECOVERY (1997)
 FX2391
 FX2391'RECOVERY NOTE BY US POWER SQUADRON 1997
 FX2391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1466 ***********************************************************************
 EY1466  DESIGNATION -  C 212
 EY1466  PID         -  EY1466
 EY1466  STATE/COUNTY-  NC/BERTIE
 EY1466  USGS QUAD   -  WESTOVER (1978)
 EY1466
 EY1466                         *CURRENT SURVEY CONTROL
 EY1466  ___________________________________________________________________
 EY1466* NAD 83(2001)-  35 56 13.58281(N)    076 44 34.81383(W)     ADJUSTED  
 EY1466* NAVD 88     -         3.616  (meters)      11.86   (feet)  ADJUSTED  
 EY1466  ___________________________________________________________________
 EY1466  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 EY1466  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 EY1466  DYNAMIC HT  -           3.613 (meters)      11.85  (feet)  COMP
 EY1466  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 EY1466
 EY1466  HORZ ORDER  -  SECOND
 EY1466  VERT ORDER  -  FIRST     CLASS II
 EY1466
 EY1466.The horizontal coordinates were established by classical geodetic methods
 EY1466.and adjusted by the National Geodetic Survey in August 2005.
 EY1466
 EY1466.The orthometric height was determined by differential leveling
 EY1466.and adjusted in June 1991.
 EY1466.WARNING-Repeat measurements at this control monument indicate possible
 EY1466.vertical movement.
 EY1466
 EY1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1466
 EY1466.The geoid height was determined by GEOID03.
 EY1466
 EY1466.The dynamic height is computed by dividing the NAVD 88
 EY1466.geopotential number by the normal gravity value computed on the
 EY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1466.degrees latitude (g = 980.6199 gals.).
 EY1466
 EY1466.The modeled gravity was interpolated from observed gravity values.
 EY1466
 EY1466;                    North         East     Units Scale Factor Converg.
 EY1466;SPC NC       -   244,937.449   813,232.830   MT  0.99994401   +1 18 09.6
 EY1466;SPC NC       -   803,598.95  2,668,081.38   sFT  0.99994401   +1 18 09.6
 EY1466;UTM  18      - 3,978,376.470   342,774.955   MT  0.99990460   -1 01 23.4
 EY1466
 EY1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1466!SPC NC       -   1.00000517  x   0.99994401  =   0.99994918
 EY1466!UTM  18      -   1.00000517  x   0.99990460  =   0.99990977
 EY1466
 EY1466                          SUPERSEDED SURVEY CONTROL
 EY1466
 EY1466  NAD 83(1986)-  35 56 13.59550(N)    076 44 34.82207(W) AD(       ) 2
 EY1466  NGVD 29 (01/18/91)    3.93   (m)           12.9    (f) LEVELING    3  
 EY1466
 EY1466.Superseded values are not recommended for survey control.
 EY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1466.See file dsdata.txt to determine how the superseded data were derived.
 EY1466
 EY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4277578376(NAD 83)
 EY1466_MARKER: I = METAL ROD
 EY1466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1466_SP_SET: STAINLESS STEEL ROD
 EY1466_STAMPING: C 212 1979
 EY1466_MARK LOGO: NCGS  
 EY1466_PROJECTION: FLUSH
 EY1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1466_ROD/PIPE-DEPTH: 7.32 meters
 EY1466
 EY1466  HISTORY     - Date     Condition        Report By
 EY1466  HISTORY     - 1979     MONUMENTED       NGS
 EY1466  HISTORY     - 1981     GOOD             NCGS
 EY1466
 EY1466                          STATION DESCRIPTION
 EY1466
 EY1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1466'5.4 MI SOUTH FROM MERRY HILL.
 EY1466'5.5 MILES SOUTH ALONG STATE HIGHWAY 45 FROM THE INTERSECTION WITH
 EY1466'SECONDARY ROUTE 1502 ON WEST SIDE OF MERRY HILL, IN THE SOUTHWEST
 EY1466'QUADRANT OF THE INTERSECTION WITH STATE HIGHWAY 308, IN THE SHOULDER
 EY1466'OF HIGHWAY AND AT THE SOUTH END OF THE GUARD RAIL, 22.8 FEET WEST
 EY1466'OF CENTERLINE OF STATE HIGHWAY 45, 83.7 FEET SOUTH OF CENTERLINE
 EY1466'OF STATE HIGHWAY 308, 1.4 FEET WEST OF END OF GUARD RAIL AND 1.7
 EY1466'FEET SOUTHWEST OF END GUARD RAIL POST.  THE DATUM POINT IS A STEEL
 EY1466'KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC
 EY1466'SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1466'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 EY1466'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 EY1466
 EY1466                          STATION RECOVERY (1981)
 EY1466
 EY1466'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EY1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1494 ***********************************************************************
 EY1494  DESIGNATION -  C 213
 EY1494  PID         -  EY1494
 EY1494  STATE/COUNTY-  NC/BEAUFORT
 EY1494  USGS QUAD   -  WASHINGTON (1983)
 EY1494
 EY1494                         *CURRENT SURVEY CONTROL
 EY1494  ___________________________________________________________________
 EY1494* NAD 83(1986)-  35 33 08.     (N)    077 02 55.     (W)     SCALED    
 EY1494* NAVD 88     -         2.110  (meters)       6.92   (feet)  ADJUSTED  
 EY1494  ___________________________________________________________________
 EY1494  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY1494  DYNAMIC HT  -           2.108 (meters)       6.92  (feet)  COMP
 EY1494  MODELED GRAV-     979,760.8   (mgal)                       NAVD 88
 EY1494
 EY1494  VERT ORDER  -  FIRST     CLASS II
 EY1494
 EY1494.The horizontal coordinates were scaled from a topographic map and have
 EY1494.an estimated accuracy of +/- 6 seconds.
 EY1494
 EY1494.The orthometric height was determined by differential leveling
 EY1494.and adjusted in June 1991.
 EY1494
 EY1494.The geoid height was determined by GEOID03.
 EY1494
 EY1494.The dynamic height is computed by dividing the NAVD 88
 EY1494.geopotential number by the normal gravity value computed on the
 EY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1494.degrees latitude (g = 980.6199 gals.).
 EY1494
 EY1494.The modeled gravity was interpolated from observed gravity values.
 EY1494
 EY1494;                    North         East    Units  Estimated Accuracy
 EY1494;SPC NC       -   201,660.      786,500.      MT  (+/- 180 meters Scaled)
 EY1494
 EY1494                          SUPERSEDED SURVEY CONTROL
 EY1494
 EY1494.No superseded survey control is available for this station.
 EY1494
 EY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE143362(NAD 83)
 EY1494_MARKER: I = METAL ROD
 EY1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1494_SP_SET: STAINLESS STEEL ROD
 EY1494_STAMPING: C 213 1979
 EY1494_PROJECTION: FLUSH
 EY1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1494+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 EY1494_ROD/PIPE-DEPTH: 5.18 meters
 EY1494
 EY1494  HISTORY     - Date     Condition        Report By
 EY1494  HISTORY     - 1979     MONUMENTED       NGS
 EY1494  HISTORY     - 20040106 GOOD             USPSQD
 EY1494  HISTORY     - 20060320 GOOD             USPSQD
 EY1494
 EY1494                          STATION DESCRIPTION
 EY1494
 EY1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1494'IN WASHINGTON.
 EY1494'0.7 MILE NORTH ALONG MARKET STREET (SR 1422) FROM THE POST OFFICE
 EY1494'IN WASHINGTON, IN THE NORTHEAST QUADRANT OF THE INTERSECTION WITH
 EY1494'EAST ELEVENTH STREET, 40.0 FEET EAST OF CENTERLINE INTERSECTION
 EY1494'OF STREETS, 16.5 FEET NORTHEAST OF CENTERLINE OF EAST ELEVENTH
 EY1494'STREET, 38.2 FEET EAST OF CENTER OF A SEWER COVER, 13.7 FEET
 EY1494'SOUTHEAST OF A METAL STREET SIGN POST, 2.9 FEET NORTHWEST OF A
 EY1494'FIRE HYDRANT, 19.9 FEET NORTHWEST OF A POWER POLE WITH REFERENCE
 EY1494'TAG AND 43.5 FEET WEST OF THE WEST CORNER OF HOUSE NUMBER 1101.
 EY1494'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A
 EY1494'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1494'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 EY1494
 EY1494                          STATION RECOVERY (2004)
 EY1494
 EY1494'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 EY1494'COVERING LID IS MISSING
 EY1494
 EY1494                          STATION RECOVERY (2006)
 EY1494
 EY1494'RECOVERY NOTE BY US POWER SQUADRON 2006 (DD)
 EY1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1532 ***********************************************************************
 EY1532  DESIGNATION -  C 214
 EY1532  PID         -  EY1532
 EY1532  STATE/COUNTY-  NC/CRAVEN
 EY1532  USGS QUAD   -  NEW BERN (1994)
 EY1532
 EY1532                         *CURRENT SURVEY CONTROL
 EY1532  ___________________________________________________________________
 EY1532* NAD 83(1986)-  35 06 25.     (N)    077 04 36.     (W)     SCALED    
 EY1532* NAVD 88     -         6.268  (meters)      20.56   (feet)  ADJUSTED  
 EY1532  ___________________________________________________________________
 EY1532  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EY1532  DYNAMIC HT  -           6.262 (meters)      20.54  (feet)  COMP
 EY1532  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 EY1532
 EY1532  VERT ORDER  -  FIRST     CLASS II
 EY1532
 EY1532.The horizontal coordinates were scaled from a topographic map and have
 EY1532.an estimated accuracy of +/- 6 seconds.
 EY1532
 EY1532.The orthometric height was determined by differential leveling
 EY1532.and adjusted in June 1991.
 EY1532
 EY1532.The geoid height was determined by GEOID03.
 EY1532
 EY1532.The dynamic height is computed by dividing the NAVD 88
 EY1532.geopotential number by the normal gravity value computed on the
 EY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1532.degrees latitude (g = 980.6199 gals.).
 EY1532
 EY1532.The modeled gravity was interpolated from observed gravity values.
 EY1532
 EY1532;                    North         East    Units  Estimated Accuracy
 EY1532;SPC NC       -   152,220.      784,920.      MT  (+/- 180 meters Scaled)
 EY1532
 EY1532                          SUPERSEDED SURVEY CONTROL
 EY1532
 EY1532.No superseded survey control is available for this station.
 EY1532
 EY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD107868(NAD 83)
 EY1532_MARKER: I = METAL ROD
 EY1532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EY1532_SP_SET: STAINLESS STEEL ROD
 EY1532_STAMPING: C 214 1979
 EY1532_PROJECTION: FLUSH
 EY1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY1532_ROD/PIPE-DEPTH: 10.7 meters
 EY1532
 EY1532  HISTORY     - Date     Condition        Report By
 EY1532  HISTORY     - 1979     MONUMENTED       NGS
 EY1532  HISTORY     - 19910210 GOOD             USPSQD
 EY1532  HISTORY     - 19960609 GOOD             USPSQD
 EY1532
 EY1532                          STATION DESCRIPTION
 EY1532
 EY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EY1532'IN NEW BERN.
 EY1532'0.75 MILE WEST-SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH
 EY1532'U.S. 70 BUSINESS AND N.C. 55 IN NEW BERN TO CROSSROADS SR 1251
 EY1532'(SIMMONS STREET), IN SOUTHWEST QUADRANT OF INTERSECTION AT GUY
 EY1532'WIRE ANCHOR FOR BRACE POLE, 37.9 FEET WEST OF CENTERLINE OF ROAD,
 EY1532'70.6 FEET SOUTH OF CENTERLINE OF EASTBOUND LANES OF HIGHWAY, 9.8
 EY1532'FEET SOUTHWEST OF POWER POLE WITH TWO TRANSFORMERS, 15.3 FEET
 EY1532'SOUTH OF BRACE POLE WITH REFERENCE TAG, 60.9 FEET NORTHEAST OF
 EY1532'NORTHEAST CORNER OF THREE STORY BRICK BUILDING HOUSING CLAYTON
 EY1532'REALTORS AND 3.5 FEET NORTHEAST OF PROPERTY CORNER IRON STAKE.
 EY1532'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A
 EY1532'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EY1532'THE MARK IS 0.9 FT  W FROM A WITNESS POST.
 EY1532'THE MARK IS 2 FT BELOW CENTERLINE OF HIGHWAY.
 EY1532
 EY1532                          STATION RECOVERY (1991)
 EY1532
 EY1532'RECOVERY NOTE BY US POWER SQUADRON 1991 (WER)
 EY1532'RECOVERED IN GOOD CONDITION.
 EY1532
 EY1532                          STATION RECOVERY (1996)
 EY1532
 EY1532'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1211 ***********************************************************************
 EA1211  DESIGNATION -  C 215
 EA1211  PID         -  EA1211
 EA1211  STATE/COUNTY-  NC/ONSLOW
 EA1211  USGS QUAD   -  SNEADS FERRY (1988)
 EA1211
 EA1211                         *CURRENT SURVEY CONTROL
 EA1211  ___________________________________________________________________
 EA1211* NAD 83(1986)-  34 33 38.     (N)    077 29 38.     (W)     SCALED    
 EA1211* NAVD 88     -        21.010  (meters)      68.93   (feet)  ADJUSTED  
 EA1211  ___________________________________________________________________
 EA1211  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 EA1211  DYNAMIC HT  -          20.990 (meters)      68.86  (feet)  COMP
 EA1211  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EA1211
 EA1211  VERT ORDER  -  FIRST     CLASS II
 EA1211
 EA1211.The horizontal coordinates were scaled from a topographic map and have
 EA1211.an estimated accuracy of +/- 6 seconds.
 EA1211
 EA1211.The orthometric height was determined by differential leveling
 EA1211.and adjusted in June 1991.
 EA1211
 EA1211.The geoid height was determined by GEOID03.
 EA1211
 EA1211.The dynamic height is computed by dividing the NAVD 88
 EA1211.geopotential number by the normal gravity value computed on the
 EA1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1211.degrees latitude (g = 980.6199 gals.).
 EA1211
 EA1211.The modeled gravity was interpolated from observed gravity values.
 EA1211
 EA1211;                    North         East    Units  Estimated Accuracy
 EA1211;SPC NC       -    90,970.      747,810.      MT  (+/- 180 meters Scaled)
 EA1211
 EA1211                          SUPERSEDED SURVEY CONTROL
 EA1211
 EA1211.No superseded survey control is available for this station.
 EA1211
 EA1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD711271(NAD 83)
 EA1211_MARKER: I = METAL ROD
 EA1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1211_SP_SET: STAINLESS STEEL ROD
 EA1211_STAMPING: C 215 1979
 EA1211_MARK LOGO: NCGS  
 EA1211_PROJECTION: FLUSH
 EA1211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1211+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1999
 EA1211_ROD/PIPE-DEPTH: 7.62 meters
 EA1211
 EA1211  HISTORY     - Date     Condition        Report By
 EA1211  HISTORY     - 1979     MONUMENTED       NCGS
 EA1211  HISTORY     - 19910614 GOOD             USPSQD
 EA1211  HISTORY     - 19990805 SEE DESCRIPTION  NCGS
 EA1211
 EA1211                          STATION DESCRIPTION
 EA1211
 EA1211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1211'2.2 MI SOUTH FROM DIXON.
 EA1211'2.15 MILES SOUTHWEST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1211'AT DIXON SCHOOL, ON WEST SIDE OF HIGHWAY BETWEEN A TELEPHONE POLE
 EA1211'PEDESTAL AND A TELEPHONE REPEATER CABINET NUMBER T 6 N, 51.6 FEET
 EA1211'WEST OF CENTERLINE OF HIGHWAY, 33.4 FEET EAST OF EAST RAIL OF
 EA1211'RAILROAD, 2.7 FEET NORTHWEST OF NORTH END OF PEDESTAL AND 2.5
 EA1211'FEET SOUTHWEST OF TELEPHONE POST 6 WITH REFERENCE TAG.  THE DATUM
 EA1211'POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD
 EA1211'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EA1211'THE MARK IS 1.1 FT  E FROM A WITNESS POST.
 EA1211'THE MARK IS 2 FT BELOW HIGHWAY.
 EA1211
 EA1211                          STATION RECOVERY (1991)
 EA1211
 EA1211'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA1211'RECOVERED IN GOOD CONDITION.
 EA1211
 EA1211                          STATION RECOVERY (1999)
 EA1211
 EA1211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1211'FOUND DESTROYED. FOUND STAINLESS STEEL ROD IN APPROXIMATE CENTERLINE
 EA1211'OF NEW DITCH, ROD IS BENT NINETY DEGREES AT APPROXIMATE 4-FT FROM TOP
 EA1211'OF DATUM POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1388 ***********************************************************************
 EB1388  DESIGNATION -  C 216
 EB1388  PID         -  EB1388
 EB1388  STATE/COUNTY-  NC/BRUNSWICK
 EB1388  USGS QUAD   -  WINNABOW (1990)
 EB1388
 EB1388                         *CURRENT SURVEY CONTROL
 EB1388  ___________________________________________________________________
 EB1388* NAD 83(1986)-  34 08 55.     (N)    078 05 38.     (W)     SCALED    
 EB1388* NAVD 88     -         8.744  (meters)      28.69   (feet)  ADJUSTED  
 EB1388  ___________________________________________________________________
 EB1388  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 EB1388  DYNAMIC HT  -           8.735 (meters)      28.66  (feet)  COMP
 EB1388  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EB1388  OBS GRAVITY -     979,631.8   (mgal)                       GRAV_OBS
 EB1388
 EB1388  VERT ORDER  -  FIRST     CLASS II
 EB1388
 EB1388.The horizontal coordinates were scaled from a topographic map and have
 EB1388.an estimated accuracy of +/- 6 seconds.
 EB1388
 EB1388.The orthometric height was determined by differential leveling
 EB1388.and adjusted in June 1991.
 EB1388
 EB1388.The geoid height was determined by GEOID03.
 EB1388
 EB1388.The dynamic height is computed by dividing the NAVD 88
 EB1388.geopotential number by the normal gravity value computed on the
 EB1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1388.degrees latitude (g = 980.6199 gals.).
 EB1388
 EB1388.The modeled gravity was interpolated from observed gravity values.
 EB1388.The observed gravity was obtained from relative gravimeter ties
 EB1388.to the IGSN71 gravity network.
 EB1388
 EB1388;                    North         East    Units  Estimated Accuracy
 EB1388;SPC NC       -    44,600.      693,170.      MT  (+/- 180 meters Scaled)
 EB1388
 EB1388                          SUPERSEDED SURVEY CONTROL
 EB1388
 EB1388  NGVD 29 (10/06/93)    9.073  (m)           29.77   (f) ADJUSTED    1 2
 EB1388
 EB1388.Superseded values are not recommended for survey control.
 EB1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1388.See file dsdata.txt to determine how the superseded data were derived.
 EB1388
 EB1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT679824(NAD 83)
 EB1388_MARKER: F = FLANGE-ENCASED ROD
 EB1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1388_SP_SET: STAINLESS STEEL ROD
 EB1388_STAMPING: C 216 1979
 EB1388_MARK LOGO: NGS   
 EB1388_PROJECTION: FLUSH
 EB1388_MAGNETIC: I = MARKER IS A STEEL ROD
 EB1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB1388+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2001
 EB1388_ROD/PIPE-DEPTH: 7.47 meters
 EB1388
 EB1388  HISTORY     - Date     Condition        Report By
 EB1388  HISTORY     - 1979     MONUMENTED       NGS
 EB1388  HISTORY     - 19980928 GOOD             NCGS
 EB1388  HISTORY     - 19980928 GOOD             NCGS
 EB1388  HISTORY     - 20010630 GOOD             USPSQD
 EB1388
 EB1388                          STATION DESCRIPTION
 EB1388
 EB1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 EB1388'IN WINNABOW.
 EB1388'0.35 MILE NORTH ALONG U.S. 17 FROM THE WINNABOW POST OFFICE IN
 EB1388'THE SOUTHEAST QUADRANT OF THE JUNCTION WITH SR 1521 (EAST) AND
 EB1388'SR 1406 (WEST), 95.0 FEET EAST OF CENTERLINE OF NORTHBOUND LANES
 EB1388'OF HIGHWAY, 142.0 FEET SOUTH OF EAST END OF TRAFFIC ISLAND ON
 EB1388'SR 1521, 1.2 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 6.2 FEET NORTH
 EB1388'OF A FENCE POST WITH REFERENCE TAG AND 8.7 FEET SOUTH OF A FENCE
 EB1388'POST WITH REFERENCE TAG.  THE DATUM POINT IS A STEEL KNOB ON TOP
 EB1388'OF A ROD 4 INCHES BELOW A STANDARD NATIONAL GEODETIC SURVEY LOGO
 EB1388'FLANGE WITH ACCESS COVER.
 EB1388'THE MARK IS 1 FT  N FROM A WITNESS POST.
 EB1388'THE MARK IS 2 FT ABOVE HIGHWAY.
 EB1388
 EB1388                          STATION RECOVERY (1998)
 EB1388
 EB1388'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1388'RECOVERY NOTE---STATION IS 0.45 MILE (0.72 KM) NORTH ALONG U.S.  17
 EB1388'FROM THE WINNABOW POST OFFICE IN THE SOUTHEAST QUADRANT OF THE
 EB1388'JUNCTION SR 1521 (EAST) AND SR 1410 (WEST) .  1.0 FOOT (0.3 M) NORTH
 EB1388'OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  ALL OTHER
 EB1388'REFERENCES ARE GOOD.
 EB1388
 EB1388                          STATION RECOVERY (1998)
 EB1388
 EB1388'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB1388'RECOVERED AS DESCRIBED.
 EB1388
 EB1388                          STATION RECOVERY (2001)
 EB1388
 EB1388'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1541 ***********************************************************************
 EB1541  DESIGNATION -  C 217
 EB1541  PID         -  EB1541
 EB1541  STATE/COUNTY-  NC/COLUMBUS
 EB1541  USGS QUAD   -  CHADBOURN (1986)
 EB1541
 EB1541                         *CURRENT SURVEY CONTROL
 EB1541  ___________________________________________________________________
 EB1541* NAD 83(1986)-  34 19 39.     (N)    078 47 47.     (W)     SCALED    
 EB1541* NAVD 88     -        24.353  (meters)      79.90   (feet)  ADJUSTED  
 EB1541  ___________________________________________________________________
 EB1541  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EB1541  DYNAMIC HT  -          24.329 (meters)      79.82  (feet)  COMP
 EB1541  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EB1541
 EB1541  VERT ORDER  -  FIRST     CLASS II
 EB1541
 EB1541.The horizontal coordinates were scaled from a topographic map and have
 EB1541.an estimated accuracy of +/- 6 seconds.
 EB1541
 EB1541.The orthometric height was determined by differential leveling
 EB1541.and adjusted in June 1991.
 EB1541
 EB1541.The geoid height was determined by GEOID03.
 EB1541
 EB1541.The dynamic height is computed by dividing the NAVD 88
 EB1541.geopotential number by the normal gravity value computed on the
 EB1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1541.degrees latitude (g = 980.6199 gals.).
 EB1541
 EB1541.The modeled gravity was interpolated from observed gravity values.
 EB1541
 EB1541;                    North         East    Units  Estimated Accuracy
 EB1541;SPC NC       -    64,080.      628,340.      MT  (+/- 180 meters Scaled)
 EB1541
 EB1541                          SUPERSEDED SURVEY CONTROL
 EB1541
 EB1541  NGVD 29 (10/06/93)   24.658  (m)           80.90   (f) ADJUSTED    1 2
 EB1541
 EB1541.Superseded values are not recommended for survey control.
 EB1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1541.See file dsdata.txt to determine how the superseded data were derived.
 EB1541
 EB1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU027006(NAD 83)
 EB1541_MARKER: I = METAL ROD
 EB1541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1541_SP_SET: STAINLESS STEEL ROD
 EB1541_STAMPING: C 217 1979
 EB1541_PROJECTION: FLUSH
 EB1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB1541_ROD/PIPE-DEPTH: 12.2 meters
 EB1541
 EB1541  HISTORY     - Date     Condition        Report By
 EB1541  HISTORY     - 1979     MONUMENTED       NCGS
 EB1541
 EB1541                          STATION DESCRIPTION
 EB1541
 EB1541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB1541'1.8 MI ENE FROM CHADBOURN.
 EB1541'1.85 MILES SOUTHEAST ALONG U.S. 74, U.S. 76 BUSINESS AND N.C. 130
 EB1541'(STRAWBERRY BOULEVARD) FROM INTERSECTION WITH N.C. 410 IN
 EB1541'CHADBOURN, IN THE SOUTHWEST CORNER OF THE YARD FOR A BRICK HOUSE,
 EB1541'ACROSS HIGHWAY FROM MARVIN LARRIMORES RESIDENCE AND 0.15 MILE EAST
 EB1541'OF INTERSECTION WITH SR 1005, 60.2 FEET NORTH OF CENTERLINE OF
 EB1541'HIGHWAY, 74.1 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG AND
 EB1541'37.2 FEET SOUTHEAST OF 8 INCH MAGNOLIA.  THE DATUM POINT IS A
 EB1541'STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL
 EB1541'GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EB1541'THE MARK IS 0.9 FT  S FROM A WITNESS POST.
 EB1541'THE MARK IS 5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1841 ***********************************************************************
 EZ1841  DESIGNATION -  C 218
 EZ1841  PID         -  EZ1841
 EZ1841  STATE/COUNTY-  NC/WAKE
 EZ1841  USGS QUAD   -  RALEIGH WEST (1988)
 EZ1841
 EZ1841                         *CURRENT SURVEY CONTROL
 EZ1841  ___________________________________________________________________
 EZ1841* NAD 83(1986)-  35 47 20.     (N)    078 44 33.     (W)     SCALED    
 EZ1841* NAVD 88     -       148.709  (meters)     487.89   (feet)  ADJUSTED  
 EZ1841  ___________________________________________________________________
 EZ1841  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 EZ1841  DYNAMIC HT  -         148.581 (meters)     487.47  (feet)  COMP
 EZ1841  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 EZ1841  OBS GRAVITY -     979,768.3   (mgal)                       GRAV_OBS
 EZ1841
 EZ1841  VERT ORDER  -  FIRST     CLASS II
 EZ1841
 EZ1841.The horizontal coordinates were scaled from a topographic map and have
 EZ1841.an estimated accuracy of +/- 6 seconds.
 EZ1841
 EZ1841.The orthometric height was determined by differential leveling
 EZ1841.and adjusted in June 1991.
 EZ1841
 EZ1841.The geoid height was determined by GEOID03.
 EZ1841
 EZ1841.The dynamic height is computed by dividing the NAVD 88
 EZ1841.geopotential number by the normal gravity value computed on the
 EZ1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1841.degrees latitude (g = 980.6199 gals.).
 EZ1841
 EZ1841.The modeled gravity was interpolated from observed gravity values.
 EZ1841.The observed gravity was obtained from relative gravimeter ties
 EZ1841.to the IGSN71 gravity network.
 EZ1841
 EZ1841;                    North         East    Units  Estimated Accuracy
 EZ1841;SPC NC       -   226,210.      632,880.      MT  (+/- 180 meters Scaled)
 EZ1841
 EZ1841                          SUPERSEDED SURVEY CONTROL
 EZ1841
 EZ1841.No superseded survey control is available for this station.
 EZ1841
 EZ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV040628(NAD 83)
 EZ1841_MARKER: I = METAL ROD
 EZ1841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ1841_SP_SET: STAINLESS STEEL ROD
 EZ1841_STAMPING: C 218 1980
 EZ1841_PROJECTION: FLUSH
 EZ1841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ1841+STABILITY: POSITION/ELEVATION WELL
 EZ1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1841+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2008
 EZ1841_ROD/PIPE-DEPTH: 4.27 meters
 EZ1841
 EZ1841  HISTORY     - Date     Condition        Report By
 EZ1841  HISTORY     - 1980     MONUMENTED       NGS
 EZ1841  HISTORY     - 1984     GOOD             USPSQD
 EZ1841  HISTORY     - 1987     GOOD             USPSQD
 EZ1841  HISTORY     - 1988     GOOD             USPSQD
 EZ1841  HISTORY     - 1989     GOOD             USPSQD
 EZ1841  HISTORY     - 20081231 GOOD             GEOCAC
 EZ1841
 EZ1841                          STATION DESCRIPTION
 EZ1841
 EZ1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ1841'2.1 MI EAST FROM CARY.
 EZ1841'2.25 MILES EAST ALONG SR 1011 - CHATHAM STREET - FROM INTERSECTION
 EZ1841'WITH ACADEMY STREET IN CARY, AT INTERSECTION WITH SR 1314, AT
 EZ1841'ENTRANCE TO BUTANE GAS COMPANY AND AT RAILROAD MILEPOST 163, 30.0
 EZ1841'FEET NORTH OF NORTH EDGE OF PAVEMENT OF SR 1011, 69.7 FEET EAST
 EZ1841'OF CENTERLINE OF PAVED ENTRANCE TO BUTANE GAS COMPANY, 51.9 FEET
 EZ1841'EAST OF TELEPHONE POLE WITH REFERENCE TAG, 74.7 FEET WEST OF
 EZ1841'TELEPHONE POLE WITH REFERENCE TAG, 78.7 FEET SOUTHEAST OF MILEPOST
 EZ1841'163 AND 27.6 FEET SOUTH OF SOUTH RAIL OF TRACK.  THE DATUM POINT
 EZ1841'IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL
 EZ1841'GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ1841'THE MARK IS 0.6 FT  W FROM A WITNESS POST.
 EZ1841'THE MARK IS 1 FT ABOVE ROAD.
 EZ1841
 EZ1841                          STATION RECOVERY (1984)
 EZ1841
 EZ1841'RECOVERY NOTE BY US POWER SQUADRON 1984
 EZ1841'RECOVERED IN GOOD CONDITION.
 EZ1841
 EZ1841                          STATION RECOVERY (1987)
 EZ1841
 EZ1841'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB)
 EZ1841'RECOVERED IN GOOD CONDITION.
 EZ1841
 EZ1841                          STATION RECOVERY (1988)
 EZ1841
 EZ1841'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EZ1841'RECOVERED IN GOOD CONDITION.
 EZ1841
 EZ1841                          STATION RECOVERY (1989)
 EZ1841
 EZ1841'RECOVERY NOTE BY US POWER SQUADRON 1989 (MSG)
 EZ1841'RECOVERED IN GOOD CONDITION.
 EZ1841
 EZ1841                          STATION RECOVERY (2008)
 EZ1841
 EZ1841'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1841'RECOVERED IN GOOD  CONDITION. HH2 GPS COORDINATES
 EZ1841'N35 47 19.6, 2078 44 33.8
 EZ1841' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2106 ***********************************************************************
 EZ2106  DESIGNATION -  C 219
 EZ2106  PID         -  EZ2106
 EZ2106  STATE/COUNTY-  NC/MOORE
 EZ2106  USGS QUAD   -  NIAGARA (1983)
 EZ2106
 EZ2106                         *CURRENT SURVEY CONTROL
 EZ2106  ___________________________________________________________________
 EZ2106* NAD 83(1986)-  35 13 31.     (N)    079 19 16.     (W)     SCALED    
 EZ2106* NAVD 88     -       110.653  (meters)     363.03   (feet)  ADJUSTED  
 EZ2106  ___________________________________________________________________
 EZ2106  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EZ2106  DYNAMIC HT  -         110.555 (meters)     362.71  (feet)  COMP
 EZ2106  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 EZ2106  OBS GRAVITY -     979,741.8   (mgal)                       GRAV_OBS
 EZ2106
 EZ2106  VERT ORDER  -  FIRST     CLASS II
 EZ2106
 EZ2106.The horizontal coordinates were scaled from a topographic map and have
 EZ2106.an estimated accuracy of +/- 6 seconds.
 EZ2106
 EZ2106.The orthometric height was determined by differential leveling
 EZ2106.and adjusted in June 1991.
 EZ2106
 EZ2106.The geoid height was determined by GEOID03.
 EZ2106
 EZ2106.The dynamic height is computed by dividing the NAVD 88
 EZ2106.geopotential number by the normal gravity value computed on the
 EZ2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2106.degrees latitude (g = 980.6199 gals.).
 EZ2106
 EZ2106.The modeled gravity was interpolated from observed gravity values.
 EZ2106.The observed gravity was obtained from relative gravimeter ties
 EZ2106.to the IGSN71 gravity network.
 EZ2106
 EZ2106;                    North         East    Units  Estimated Accuracy
 EZ2106;SPC NC       -   163,700.      580,370.      MT  (+/- 180 meters Scaled)
 EZ2106
 EZ2106                          SUPERSEDED SURVEY CONTROL
 EZ2106
 EZ2106  NGVD 29 (10/06/93)  110.897  (m)          363.83   (f) ADJUSTED    1 2
 EZ2106
 EZ2106.Superseded values are not recommended for survey control.
 EZ2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2106.See file dsdata.txt to determine how the superseded data were derived.
 EZ2106
 EZ2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU527993(NAD 83)
 EZ2106_MARKER: I = METAL ROD
 EZ2106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2106_SP_SET: STAINLESS STEEL ROD
 EZ2106_STAMPING: C 219 1980
 EZ2106_PROJECTION: FLUSH
 EZ2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2106+STABILITY: POSITION/ELEVATION WELL
 EZ2106_ROD/PIPE-DEPTH: 8.84 meters
 EZ2106
 EZ2106  HISTORY     - Date     Condition        Report By
 EZ2106  HISTORY     - 1980     MONUMENTED       NGS
 EZ2106
 EZ2106                          STATION DESCRIPTION
 EZ2106
 EZ2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2106'3.4 MI SW FROM VASS.
 EZ2106'1.3 MILES SOUTHWEST ALONG U.S. 1 FROM INTERSECTION WITH SR 1853 AT
 EZ2106'LAKEVIEW, ON SOUTHEAST SIDE OF HIGHWAY AT POWER POLE 6410 AND PLANK
 EZ2106'FENCE, APPROXIMATELY 0.15 MILE EAST OF AND ACROSS HIGHWAY FROM A
 EZ2106'REVIVALS FOR JESUS CHURCH SIGN AND 0.45 MILE SOUTHWEST OF INTERSECTION
 EZ2106'WITH SOUTH END OF LOOP ROAD-SR 1869-, 84.6 FEET SOUTHEAST OF
 EZ2106'CENTERLINE OF NORTHBOUND LANES, 1.0 FOOT NORTHWEST OF POWER POLE WITH
 EZ2106'REFERENCE TAG AND 55.5 FEET EAST OF NORTH END OF CONCRETE-V-DRAIN.
 EZ2106'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A
 EZ2106'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2106'THE MARK IS 0.9 FT  NE FROM A WITNESS POST.
 EZ2106'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2029 ***********************************************************************
 EZ2029  DESIGNATION -  C 220
 EZ2029  PID         -  EZ2029
 EZ2029  STATE/COUNTY-  NC/CUMBERLAND
 EZ2029  USGS QUAD   -  MANCHESTER (1987)
 EZ2029
 EZ2029                         *CURRENT SURVEY CONTROL
 EZ2029  ___________________________________________________________________
 EZ2029* NAD 83(1986)-  35 11 01.     (N)    078 58 56.     (W)     SCALED    
 EZ2029* NAVD 88     -        56.366  (meters)     184.93   (feet)  ADJUSTED  
 EZ2029  ___________________________________________________________________
 EZ2029  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 EZ2029  DYNAMIC HT  -          56.314 (meters)     184.76  (feet)  COMP
 EZ2029  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 EZ2029
 EZ2029  VERT ORDER  -  FIRST     CLASS II
 EZ2029
 EZ2029.The horizontal coordinates were scaled from a topographic map and have
 EZ2029.an estimated accuracy of +/- 6 seconds.
 EZ2029
 EZ2029.The orthometric height was determined by differential leveling
 EZ2029.and adjusted in June 1991.
 EZ2029
 EZ2029.The geoid height was determined by GEOID03.
 EZ2029
 EZ2029.The dynamic height is computed by dividing the NAVD 88
 EZ2029.geopotential number by the normal gravity value computed on the
 EZ2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2029.degrees latitude (g = 980.6199 gals.).
 EZ2029
 EZ2029.The modeled gravity was interpolated from observed gravity values.
 EZ2029
 EZ2029;                    North         East    Units  Estimated Accuracy
 EZ2029;SPC NC       -   159,030.      611,220.      MT  (+/- 180 meters Scaled)
 EZ2029
 EZ2029                          SUPERSEDED SURVEY CONTROL
 EZ2029
 EZ2029  NGVD 29 (10/06/93)   56.609  (m)          185.72   (f) ADJUSTED    1 2
 EZ2029
 EZ2029.Superseded values are not recommended for survey control.
 EZ2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2029.See file dsdata.txt to determine how the superseded data were derived.
 EZ2029
 EZ2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU837952(NAD 83)
 EZ2029_MARKER: I = METAL ROD
 EZ2029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EZ2029_SP_SET: STAINLESS STEEL ROD
 EZ2029_STAMPING: C 220 1980
 EZ2029_PROJECTION: FLUSH
 EZ2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EZ2029+STABILITY: POSITION/ELEVATION WELL
 EZ2029_ROD/PIPE-DEPTH: 15.2 meters
 EZ2029
 EZ2029  HISTORY     - Date     Condition        Report By
 EZ2029  HISTORY     - 1980     MONUMENTED       NGS
 EZ2029
 EZ2029                          STATION DESCRIPTION
 EZ2029
 EZ2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EZ2029'IN SPRING LAKE.
 EZ2029'0.6 MILE NORTHWEST ALONG MAIN STREET, FROM LACOCK STREET AT THE
 EZ2029'SPRING LAKE POST OFFICE, THENCE 0.45 MILE NORTHWEST ALONG N.C. 87-24,
 EZ2029'ON EAST SIDE OF HIGHWAY AT INTERSECTION WITH ODELL ROAD, SET ON THE
 EZ2029'GROUNDS OF WILLIAMS CHAPEL FREE WILL BAPTIST CHURCH, ON NORTH SIDE OF
 EZ2029'CONCRETE WALK IN FRONT OF THE MAIN BUILDING OF CHURCH, 74.9 FEET EAST
 EZ2029'OF EAST CURB OF HIGHWAY OF HIGHWAY, 3.3 FEET NORTH OF NORTH EDGE OF
 EZ2029'CONCRETE WALK, 60.7 FEET SOUTHWEST ON NORTHWEST CORNER AND 64.3 FEET
 EZ2029'NORTHWEST OF SOUTHWEST CORNER OF MAIN BUILDING, 83.1 FEET NORTH OF
 EZ2029'POWER POLE WITH REFERENCE TAG, 24.8 FEET SOUTH OF POWER POLE WITH
 EZ2029'REFERENCE TAG AND 62.5 FEET EAST OF POWER POLE WITH REFERENCE TAG.
 EZ2029'THE DATUM POINT IS STEEL KNOB ON TOP OF A STEEL ROD 4 INCHES BELOW A
 EZ2029'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EZ2029'THE MARK IS ABOVE LEVEL WITH CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1424 ***********************************************************************
 EB1424  DESIGNATION -  C 221
 EB1424  PID         -  EB1424
 EB1424  STATE/COUNTY-  NC/SAMPSON
 EB1424  USGS QUAD   -  GARLAND (1986)
 EB1424
 EB1424                         *CURRENT SURVEY CONTROL
 EB1424  ___________________________________________________________________
 EB1424* NAD 83(1986)-  34 49 55.     (N)    078 24 59.     (W)     SCALED    
 EB1424* NAVD 88     -        36.825  (meters)     120.82   (feet)  ADJUSTED  
 EB1424  ___________________________________________________________________
 EB1424  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 EB1424  DYNAMIC HT  -          36.790 (meters)     120.70  (feet)  COMP
 EB1424  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EB1424
 EB1424  VERT ORDER  -  FIRST     CLASS II
 EB1424
 EB1424.The horizontal coordinates were scaled from a topographic map and have
 EB1424.an estimated accuracy of +/- 6 seconds.
 EB1424
 EB1424.The orthometric height was determined by differential leveling
 EB1424.and adjusted in June 1991.
 EB1424
 EB1424.The geoid height was determined by GEOID03.
 EB1424
 EB1424.The dynamic height is computed by dividing the NAVD 88
 EB1424.geopotential number by the normal gravity value computed on the
 EB1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1424.degrees latitude (g = 980.6199 gals.).
 EB1424
 EB1424.The modeled gravity was interpolated from observed gravity values.
 EB1424
 EB1424;                    North         East    Units  Estimated Accuracy
 EB1424;SPC NC       -   120,180.      662,980.      MT  (+/- 180 meters Scaled)
 EB1424
 EB1424                          SUPERSEDED SURVEY CONTROL
 EB1424
 EB1424  NGVD 29 (10/06/93)   37.086  (m)          121.67   (f) ADJUSTED    1 2
 EB1424
 EB1424.Superseded values are not recommended for survey control.
 EB1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1424.See file dsdata.txt to determine how the superseded data were derived.
 EB1424
 EB1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU362574(NAD 83)
 EB1424_MARKER: I = METAL ROD
 EB1424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1424_SP_SET: STAINLESS STEEL ROD
 EB1424_STAMPING: C 221 1980
 EB1424_PROJECTION: FLUSH
 EB1424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1424+STABILITY: POSITION/ELEVATION WELL
 EB1424_ROD/PIPE-DEPTH: 15.2 meters
 EB1424
 EB1424  HISTORY     - Date     Condition        Report By
 EB1424  HISTORY     - 1980     MONUMENTED       NGS
 EB1424  HISTORY     - 1985     GOOD             USPSQD
 EB1424
 EB1424                          STATION DESCRIPTION
 EB1424
 EB1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1424'3.4 MI NNW FROM GARLAND.
 EB1424'3.6 MILES NORTHWEST ALONG N.C. 411 FROM INTERSECTION WITH U.S.701
 EB1424'IN GARLAND, ON WEST SIDE OF HIGHWAY, ON WEST SIDE OF HIGHWAY, ACROSS
 EB1424'FROM A METAL FIELD GATE AND 0.35 MILE SOUTH OF INTERSECTION WITH
 EB1424'SR 1207, 76.0 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 123.6 FEET WEST
 EB1424'OF CENTER OF GATE, 46.0 FEET SOUTH OF POWER POLE WITH REFERENCE TAG
 EB1424'AND 3.6 FEET NORTHWEST OF 12 INCH PINE WITH REFERENCE TAG.  THE DATUM
 EB1424'POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD
 EB1424'NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EB1424'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 EB1424'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EB1424
 EB1424                          STATION RECOVERY (1985)
 EB1424
 EB1424'RECOVERY NOTE BY US POWER SQUADRON 1985
 EB1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0538 ***********************************************************************
 EY0538  DESIGNATION -  C 221
 EY0538  PID         -  EY0538
 EY0538  STATE/COUNTY-  NC/BEAUFORT
 EY0538  USGS QUAD   -  OLD FORD (1979)
 EY0538
 EY0538                         *CURRENT SURVEY CONTROL
 EY0538  ___________________________________________________________________
 EY0538* NAD 83(1986)-  35 39 50.     (N)    077 01 23.     (W)     SCALED    
 EY0538* NAVD 88     -        12.707  (meters)      41.69   (feet)  POSTED    
 EY0538  ___________________________________________________________________
 EY0538  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 EY0538  DYNAMIC HT  -          12.700 (meters)      41.67  (feet)  COMP
 EY0538  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 EY0538
 EY0538  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0538
 EY0538.The horizontal coordinates were scaled from a topographic map and have
 EY0538.an estimated accuracy of +/- 6 seconds.
 EY0538
 EY0538.The orthometric height was determined by differential leveling
 EY0538.and adjusted by the  in 1992.
 EY0538.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0538.rate of 1.1 thru 2.0 mm/km.
 EY0538
 EY0538.The geoid height was determined by GEOID03.
 EY0538
 EY0538.The dynamic height is computed by dividing the NAVD 88
 EY0538.geopotential number by the normal gravity value computed on the
 EY0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0538.degrees latitude (g = 980.6199 gals.).
 EY0538
 EY0538.The modeled gravity was interpolated from observed gravity values.
 EY0538
 EY0538;                    North         East    Units  Estimated Accuracy
 EY0538;SPC NC       -   214,090.      788,570.      MT  (+/- 180 meters Scaled)
 EY0538
 EY0538                          SUPERSEDED SURVEY CONTROL
 EY0538
 EY0538  NGVD 29 (??/??/92)   13.039  (m)           42.78   (f) ADJ UNCH    2 0
 EY0538
 EY0538.Superseded values are not recommended for survey control.
 EY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0538.See file dsdata.txt to determine how the superseded data were derived.
 EY0538
 EY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE168485(NAD 83)
 EY0538_MARKER: DB = BENCH MARK DISK
 EY0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0538_STAMPING: C 221 1941
 EY0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0538+STABILITY: SURFACE MOTION
 EY0538
 EY0538  HISTORY     - Date     Condition        Report By
 EY0538  HISTORY     - 1941     MONUMENTED       CGS
 EY0538  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0538
 EY0538                          STATION DESCRIPTION
 EY0538
 EY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EY0538'3.3 MI NE FROM MINEOLA.
 EY0538'3.3 MILES NORTHEAST ALONG STATE HIGHWAY NO. 171 FROM INTERSECTION
 EY0538'OF U.S. HIGHWAY NO. 17 AND STATE HIGHWAY NO. 171, SET IN WEST
 EY0538'QUARTER OF ROAD CROSSING, 72 FEET SOUTHEAST OF FOUR FOOT HEMLOCK
 EY0538'TREE, 69.5 FEET SOUTHWEST OF CENTER LINE OF NORTHWEST AND
 EY0538'SOUTHEAST ROAD, 33 FEET NORTHWEST OF CENTER LINE OF HIGHWAY,
 EY0538'ABOUT 250 FEET SOUTHEAST OF SMALL FARM HOUSE, 0.9 FOOT SOUTHWEST OF
 EY0538'WHITE MARKER POST STENCILED USBM.  A STANDARD DISK STAMPED C-221
 EY0538'1941, AND SET IN THE TOP OF A PRECAST CONCRETE POST.
 EY0538
 EY0538                          STATION RECOVERY (1963)
 EY0538
 EY0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1470 ***********************************************************************
 EB1470  DESIGNATION -  C 222
 EB1470  PID         -  EB1470
 EB1470  STATE/COUNTY-  NC/PENDER
 EB1470  USGS QUAD   -  CURRIE (1988)
 EB1470
 EB1470                         *CURRENT SURVEY CONTROL
 EB1470  ___________________________________________________________________
 EB1470* NAD 83(1986)-  34 28 00.     (N)    078 04 00.     (W)     SCALED    
 EB1470* NAVD 88     -        11.057  (meters)      36.28   (feet)  ADJUSTED  
 EB1470  ___________________________________________________________________
 EB1470  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EB1470  DYNAMIC HT  -          11.046 (meters)      36.24  (feet)  COMP
 EB1470  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 EB1470  OBS GRAVITY -     979,679.9   (mgal)                       GRAV_OBS
 EB1470
 EB1470  VERT ORDER  -  FIRST     CLASS II
 EB1470
 EB1470.The horizontal coordinates were scaled from a topographic map and have
 EB1470.an estimated accuracy of +/- 6 seconds.
 EB1470
 EB1470.The orthometric height was determined by differential leveling
 EB1470.and adjusted in June 1991.
 EB1470
 EB1470.The geoid height was determined by GEOID03.
 EB1470
 EB1470.The dynamic height is computed by dividing the NAVD 88
 EB1470.geopotential number by the normal gravity value computed on the
 EB1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1470.degrees latitude (g = 980.6199 gals.).
 EB1470
 EB1470.The modeled gravity was interpolated from observed gravity values.
 EB1470.The observed gravity was obtained from relative gravimeter ties
 EB1470.to the IGSN71 gravity network.
 EB1470
 EB1470;                    North         East    Units  Estimated Accuracy
 EB1470;SPC NC       -    79,910.      695,350.      MT  (+/- 180 meters Scaled)
 EB1470
 EB1470                          SUPERSEDED SURVEY CONTROL
 EB1470
 EB1470  NGVD 29 (10/06/93)   11.339  (m)           37.20   (f) ADJUSTED    1 2
 EB1470
 EB1470.Superseded values are not recommended for survey control.
 EB1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1470.See file dsdata.txt to determine how the superseded data were derived.
 EB1470
 EB1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU694178(NAD 83)
 EB1470_MARKER: I = METAL ROD
 EB1470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EB1470_SP_SET: STAINLESS STEEL ROD
 EB1470_STAMPING: C 222 1980
 EB1470_PROJECTION: FLUSH
 EB1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EB1470+STABILITY: POSITION/ELEVATION WELL
 EB1470_ROD/PIPE-DEPTH: 6.71 meters
 EB1470
 EB1470  HISTORY     - Date     Condition        Report By
 EB1470  HISTORY     - 1980     MONUMENTED       NGS
 EB1470
 EB1470                          STATION DESCRIPTION
 EB1470
 EB1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EB1470'1.9 MI EAST FROM CURRIE.
 EB1470'1.15 MILES NORTHWEST ALONG N.C. 210 FROM INTERSECTION WITH U.S. 421
 EB1470'EAST OF CURRIE, ON SOUTHWEST SIDE OF HIGHWAY AT THREE POWER POLES
 EB1470'WITH THREE TRANSFORMERS, ACROSS FROM A MOBILE HOME, APPROXIMATELY
 EB1470'500 FEET SOUTH OF A BRICK HOUSE AND 0.15 MILE NORTHWEST OF SR 1118
 EB1470'-T-ROAD, 41.2 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 10.6 FEET
 EB1470'SOUTHWEST OF MIDDLE POWER POLE WITH REFERENCE TAG, 13.1 FEET SOUTH
 EB1470'OF NORTHWEST POWER POLE WITH REFERENCE TAG, 13.5 FEET WEST OF
 EB1470'SOUTHEAST POWER POLE WITH REFERENCE TAG, 6.9 FEET NORTHEAST OF 12 INCH
 EB1470'PINE WITH REFERENCE TAG AND 8.8 FEET NORTHWEST OF GUY WIRE ANCHOR.
 EB1470'THE DATUM POINT IS A STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A
 EB1470'STANDARD NATIONAL GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER.
 EB1470'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 EB1470'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0556 ***********************************************************************
 EY0556  DESIGNATION -  C 222
 EY0556  PID         -  EY0556
 EY0556  STATE/COUNTY-  NC/MARTIN
 EY0556  USGS QUAD   -  WILLIAMSTON (1982)
 EY0556
 EY0556                         *CURRENT SURVEY CONTROL
 EY0556  ___________________________________________________________________
 EY0556* NAD 83(1986)-  35 48 17.     (N)    077 03 40.     (W)     SCALED    
 EY0556* NAVD 88     -        13.022  (meters)      42.72   (feet)  POSTED    
 EY0556  ___________________________________________________________________
 EY0556  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 EY0556  DYNAMIC HT  -          13.010 (meters)      42.68  (feet)  COMP
 EY0556  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 EY0556
 EY0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0556
 EY0556.The horizontal coordinates were scaled from a topographic map and have
 EY0556.an estimated accuracy of +/- 6 seconds.
 EY0556
 EY0556.The orthometric height was determined by differential leveling
 EY0556.and adjusted by the  in 1992.
 EY0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0556.rate of 0.0 thru 1.0 mm/km.
 EY0556
 EY0556.The geoid height was determined by GEOID03.
 EY0556
 EY0556.The dynamic height is computed by dividing the NAVD 88
 EY0556.geopotential number by the normal gravity value computed on the
 EY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0556.degrees latitude (g = 980.6199 gals.).
 EY0556
 EY0556.The modeled gravity was interpolated from observed gravity values.
 EY0556
 EY0556;                    North         East    Units  Estimated Accuracy
 EY0556;SPC NC       -   229,650.      784,820.      MT  (+/- 180 meters Scaled)
 EY0556
 EY0556                          SUPERSEDED SURVEY CONTROL
 EY0556
 EY0556  NGVD 29 (??/??/92)   13.350  (m)           43.80   (f) ADJ UNCH    2 0
 EY0556
 EY0556.Superseded values are not recommended for survey control.
 EY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0556.See file dsdata.txt to determine how the superseded data were derived.
 EY0556
 EY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE137642(NAD 83)
 EY0556_MARKER: DB = BENCH MARK DISK
 EY0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0556_STAMPING: C 222 1941
 EY0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0556+STABILITY: SURFACE MOTION
 EY0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0556+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2006
 EY0556
 EY0556  HISTORY     - Date     Condition        Report By
 EY0556  HISTORY     - 1941     MONUMENTED       CGS
 EY0556  HISTORY     - 1962     GOOD             NGS
 EY0556  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0556  HISTORY     - 20060419 MARK NOT FOUND   NCGS
 EY0556
 EY0556                          STATION DESCRIPTION
 EY0556
 EY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EY0556'3.5 MI S FROM WILLIAMSTON.
 EY0556'3.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 17 FROM CITY HALL AT
 EY0556'WILLIAMSTON, ABOUT 100 FEET SOUTH OF AN ATLANTIC SERVICE STATION,
 EY0556'51.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 EY0556'SOUTHEAST OF THE FIRST POWER LINE POLE SOUTH OF THE STATION, 2.4
 EY0556'FEET NORTH OF A WHITE MARKER POST STENCILED USBM.  A STANDARD
 EY0556'DISK STAMPED C-222 1941, AND SET IN THE TOP OF A CONCRETE POST.
 EY0556
 EY0556                          STATION RECOVERY (1962)
 EY0556
 EY0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0556'RECOVERED IN GOOD CONDITION.
 EY0556
 EY0556                          STATION RECOVERY (1978)
 EY0556
 EY0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0556'MARK NOT FOUND.
 EY0556
 EY0556                          STATION RECOVERY (2006)
 EY0556
 EY0556'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0556'NOT FOUND AND PROBABLY DESTROYED BY DEVELOPMENT OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0531 ***********************************************************************
 EY0531  DESIGNATION -  C 223
 EY0531  PID         -  EY0531
 EY0531  STATE/COUNTY-  NC/PITT
 EY0531  USGS QUAD   -  GRIMESLAND (1979)
 EY0531
 EY0531                         *CURRENT SURVEY CONTROL
 EY0531  ___________________________________________________________________
 EY0531* NAD 83(1986)-  35 36 00.     (N)    077 09 29.     (W)     SCALED    
 EY0531* NAVD 88     -         4.713  (meters)      15.46   (feet)  POSTED    
 EY0531  ___________________________________________________________________
 EY0531  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 EY0531  DYNAMIC HT  -           4.710 (meters)      15.45  (feet)  COMP
 EY0531  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 EY0531
 EY0531  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0531
 EY0531.The horizontal coordinates were scaled from a topographic map and have
 EY0531.an estimated accuracy of +/- 6 seconds.
 EY0531
 EY0531.The orthometric height was determined by differential leveling
 EY0531.and adjusted by the  in 1992.
 EY0531.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0531.rate of 0.0 thru 1.0 mm/km.
 EY0531
 EY0531.The geoid height was determined by GEOID03.
 EY0531
 EY0531.The dynamic height is computed by dividing the NAVD 88
 EY0531.geopotential number by the normal gravity value computed on the
 EY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0531.degrees latitude (g = 980.6199 gals.).
 EY0531
 EY0531.The modeled gravity was interpolated from observed gravity values.
 EY0531
 EY0531;                    North         East    Units  Estimated Accuracy
 EY0531;SPC NC       -   206,770.      776,490.      MT  (+/- 180 meters Scaled)
 EY0531
 EY0531                          SUPERSEDED SURVEY CONTROL
 EY0531
 EY0531  NGVD 29 (??/??/92)    5.055  (m)           16.58   (f) ADJ UNCH    2 0
 EY0531
 EY0531.Superseded values are not recommended for survey control.
 EY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0531.See file dsdata.txt to determine how the superseded data were derived.
 EY0531
 EY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE045417(NAD 83)
 EY0531_MARKER: DB = BENCH MARK DISK
 EY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0531_STAMPING: C 223 1942
 EY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0531+STABILITY: SURFACE MOTION
 EY0531
 EY0531  HISTORY     - Date     Condition        Report By
 EY0531  HISTORY     - 1942     MONUMENTED       CGS
 EY0531  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0531  HISTORY     - 1976     MARK NOT FOUND   USGS
 EY0531
 EY0531                          STATION DESCRIPTION
 EY0531
 EY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EY0531'3.5 MI NW FROM GRIMESLAND.
 EY0531'0.6 MILE SOUTHEAST ALONG NORFOLK SOUTHERN RAILROAD, THENCE
 EY0531'2.9 MILES NORTHEAST ALONG COUNTY ROAD FROM THE STATION AT
 EY0531'GRIMESLAND, SET AT THE CLARKS NECK SCHOOL, 62.6 FEET NORTHWEST
 EY0531'OF THE NORTHWEST CORNER OF BUILDING, 61 FEET EAST OF CENTER-LINE
 EY0531'OF ROAD, 29 FEET NORTHEAST OF A BLAZED TREE, 4.2 FEET NORTHWEST
 EY0531'OF A WHITE MARKER POST STENCILED USBM.  A STANDARD DISK SET IN
 EY0531'TOP OF A CONCRETE POST.
 EY0531
 EY0531                          STATION RECOVERY (1962)
 EY0531
 EY0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EY0531'MARK NOT FOUND.
 EY0531
 EY0531                          STATION RECOVERY (1976)
 EY0531
 EY0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0524 ***********************************************************************
 EY0524  DESIGNATION -  C 224
 EY0524  PID         -  EY0524
 EY0524  STATE/COUNTY-  NC/MARTIN
 EY0524  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY0524
 EY0524                         *CURRENT SURVEY CONTROL
 EY0524  ___________________________________________________________________
 EY0524* NAD 83(1986)-  35 47 51.     (N)    077 09 23.     (W)     SCALED    
 EY0524* NAVD 88     -        22.686  (meters)      74.43   (feet)  POSTED    
 EY0524  ___________________________________________________________________
 EY0524  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 EY0524  DYNAMIC HT  -          22.670 (meters)      74.38  (feet)  COMP
 EY0524  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 EY0524
 EY0524  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0524
 EY0524.The horizontal coordinates were scaled from a topographic map and have
 EY0524.an estimated accuracy of +/- 6 seconds.
 EY0524
 EY0524.The orthometric height was determined by differential leveling
 EY0524.and adjusted by the  in 1992.
 EY0524.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0524.rate of 0.0 thru 1.0 mm/km.
 EY0524
 EY0524.The geoid height was determined by GEOID03.
 EY0524
 EY0524.The dynamic height is computed by dividing the NAVD 88
 EY0524.geopotential number by the normal gravity value computed on the
 EY0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0524.degrees latitude (g = 980.6199 gals.).
 EY0524
 EY0524.The modeled gravity was interpolated from observed gravity values.
 EY0524
 EY0524;                    North         East    Units  Estimated Accuracy
 EY0524;SPC NC       -   228,680.      776,230.      MT  (+/- 180 meters Scaled)
 EY0524
 EY0524                          SUPERSEDED SURVEY CONTROL
 EY0524
 EY0524  NGVD 29 (??/??/92)   23.003  (m)           75.47   (f) ADJ UNCH    2 0
 EY0524
 EY0524.Superseded values are not recommended for survey control.
 EY0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0524.See file dsdata.txt to determine how the superseded data were derived.
 EY0524
 EY0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE051636(NAD 83)
 EY0524_MARKER: DB = BENCH MARK DISK
 EY0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0524_STAMPING: C 224 1942
 EY0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0524+STABILITY: SURFACE MOTION
 EY0524
 EY0524  HISTORY     - Date     Condition        Report By
 EY0524  HISTORY     - 1942     MONUMENTED       CGS
 EY0524  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0524  HISTORY     - 1978     MARK NOT FOUND   USGS
 EY0524  HISTORY     - 20060501 MARK NOT FOUND   NCGS
 EY0524
 EY0524                          STATION DESCRIPTION
 EY0524
 EY0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0524'3 MI S FROM EVERETTS.
 EY0524'3 MILES SOUTH ALONG THE ROAD LEADING TO BEARGRASS FROM THE
 EY0524'POST OFFICE AT EVERETTS, IN THE SOUTHEAST QUARTER OF A ROAD
 EY0524'CROSSING, 59.8 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 EY0524'ROAD, 39 FEET SOUTHEAST OF THE CENTERLINE OF THE
 EY0524'NORTHEAST-AND-SOUTHWEST ROAD, 92 FEET NORTHWEST OF THE NORTHWEST
 EY0524'CORNER OF A LARGE 2-STORY HOUSE, AND 1.3 FEET SOUTHEAST OF A
 EY0524'WHITE WOODEN WITNESS POST STENCILED USBM.  A STANDARD DISK,
 EY0524'STAMPED C 224 1942 AND SET IN THE TOP OF A CONCRETE POST.
 EY0524
 EY0524                          STATION RECOVERY (1978)
 EY0524
 EY0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 EY0524'MARK NOT FOUND.
 EY0524
 EY0524                          STATION RECOVERY (2006)
 EY0524
 EY0524'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EY0524'NOT FOUND PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0582 ***********************************************************************
 EB0582  DESIGNATION -  C 225
 EB0582  PID         -  EB0582
 EB0582  STATE/COUNTY-  NC/COLUMBUS
 EB0582  USGS QUAD   -  NAKINA (1990)
 EB0582
 EB0582                         *CURRENT SURVEY CONTROL
 EB0582  ___________________________________________________________________
 EB0582* NAD 83(1986)-  34 07 46.     (N)    078 41 42.     (W)     SCALED    
 EB0582* NAVD 88     -        13.989  (meters)      45.90   (feet)  ADJUSTED  
 EB0582  ___________________________________________________________________
 EB0582  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 EB0582  DYNAMIC HT  -          13.975 (meters)      45.85  (feet)  COMP
 EB0582  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 EB0582
 EB0582  VERT ORDER  -  SECOND    CLASS 0
 EB0582
 EB0582.The horizontal coordinates were scaled from a topographic map and have
 EB0582.an estimated accuracy of +/- 6 seconds.
 EB0582
 EB0582.The orthometric height was determined by differential leveling
 EB0582.and adjusted in June 1991.
 EB0582
 EB0582.The geoid height was determined by GEOID03.
 EB0582
 EB0582.The dynamic height is computed by dividing the NAVD 88
 EB0582.geopotential number by the normal gravity value computed on the
 EB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0582.degrees latitude (g = 980.6199 gals.).
 EB0582
 EB0582.The modeled gravity was interpolated from observed gravity values.
 EB0582
 EB0582;                    North         East    Units  Estimated Accuracy
 EB0582;SPC NC       -    42,140.      637,740.      MT  (+/- 180 meters Scaled)
 EB0582
 EB0582                          SUPERSEDED SURVEY CONTROL
 EB0582
 EB0582  NGVD 29 (??/??/92)   14.339  (m)           47.04   (f) ADJ UNCH    2 0
 EB0582
 EB0582.Superseded values are not recommended for survey control.
 EB0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0582.See file dsdata.txt to determine how the superseded data were derived.
 EB0582
 EB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT125789(NAD 83)
 EB0582_MARKER: DB = BENCH MARK DISK
 EB0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0582_STAMPING: C 225 1942
 EB0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0582+STABILITY: SURFACE MOTION
 EB0582
 EB0582  HISTORY     - Date     Condition        Report By
 EB0582  HISTORY     - 1942     MONUMENTED       CGS
 EB0582
 EB0582                          STATION DESCRIPTION
 EB0582
 EB0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0582'6.5 MI SW FROM OLD DOCK.
 EB0582'6.5 MILES SOUTHWEST ALONG COUNTY ROAD FROM THE INTERSECTION
 EB0582'OF REEVES FERRY ROAD AND STATE HIGHWAY NO. 130, SET IN THE
 EB0582'NORTHWEST CORNER OF CEDER BRANCH CHURCH YARD, 31.5 FEET NORTHWEST
 EB0582'OF THE NORTHWEST CORNER OF CHURCH BUILDING, 44 FEET SOUTH OF THE
 EB0582'CENTER-LINE OF THE MAIN ROAD, 1.6 FEET NORTH OF A WHITE MARKER
 EB0582'POST STENCILED USBM.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 EB0582'POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0363 ***********************************************************************
 EB0363  DESIGNATION -  C 229
 EB0363  PID         -  EB0363
 EB0363  STATE/COUNTY-  NC/BRUNSWICK
 EB0363  USGS QUAD   -  SUPPLY (1990)
 EB0363
 EB0363                         *CURRENT SURVEY CONTROL
 EB0363  ___________________________________________________________________
 EB0363* NAD 83(1986)-  34 03 48.     (N)    078 20 52.     (W)     SCALED    
 EB0363* NAVD 88     -        16.057  (meters)      52.68   (feet)  ADJUSTED  
 EB0363  ___________________________________________________________________
 EB0363  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 EB0363  DYNAMIC HT  -          16.041 (meters)      52.63  (feet)  COMP
 EB0363  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 EB0363
 EB0363  VERT ORDER  -  SECOND    CLASS 0
 EB0363
 EB0363.The horizontal coordinates were scaled from a topographic map and have
 EB0363.an estimated accuracy of +/- 6 seconds.
 EB0363
 EB0363.The orthometric height was determined by differential leveling
 EB0363.and adjusted in June 1991.
 EB0363
 EB0363.The geoid height was determined by GEOID03.
 EB0363
 EB0363.The dynamic height is computed by dividing the NAVD 88
 EB0363.geopotential number by the normal gravity value computed on the
 EB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0363.degrees latitude (g = 980.6199 gals.).
 EB0363
 EB0363.The modeled gravity was interpolated from observed gravity values.
 EB0363
 EB0363;                    North         East    Units  Estimated Accuracy
 EB0363;SPC NC       -    34,960.      669,820.      MT  (+/- 180 meters Scaled)
 EB0363
 EB0363                          SUPERSEDED SURVEY CONTROL
 EB0363
 EB0363  NGVD 29 (??/??/92)   16.383  (m)           53.75   (f) ADJ UNCH    2 0
 EB0363
 EB0363.Superseded values are not recommended for survey control.
 EB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0363.See file dsdata.txt to determine how the superseded data were derived.
 EB0363
 EB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT447723(NAD 83)
 EB0363_MARKER: DB = BENCH MARK DISK
 EB0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0363_STAMPING: C 229 1942
 EB0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0363+STABILITY: SURFACE MOTION
 EB0363
 EB0363  HISTORY     - Date     Condition        Report By
 EB0363  HISTORY     - 1942     MONUMENTED       CGS
 EB0363  HISTORY     - 1988     MARK NOT FOUND   USGS
 EB0363
 EB0363                          STATION DESCRIPTION
 EB0363
 EB0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0363'6.3 MI NW FROM SUPPLY.
 EB0363'6.3 MILES NORTHWEST ALONG COUNTY ROAD FROM THE POST OFFICE AT
 EB0363'SUPPLY, 34 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD, 27.5
 EB0363'FEET SOUTHEAST OF AN 18-INCH PINE TREE WITH A TRIANGULAR BLAZE
 EB0363'ON SOUTHWEST SIDE OF TREE, 16 FEET NORTH OF AN 18-INCH PINE TREE
 EB0363'WITH A TRIANGULAR BLAZE ON SOUTHWEST SIDE OF TREE, 1.2 FEET
 EB0363'SOUTHWEST OF A WHITE MARKER POST STENCILED USBM.  A STANDARD
 EB0363'DISK SET IN TOP OF A CONCRETE POST.
 EB0363
 EB0363                          STATION RECOVERY (1988)
 EB0363
 EB0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (BRP)
 EB0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0327 ***********************************************************************
 EZ0327  DESIGNATION -  C 23
 EZ0327  PID         -  EZ0327
 EZ0327  STATE/COUNTY-  NC/CUMBERLAND
 EZ0327  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0327
 EZ0327                         *CURRENT SURVEY CONTROL
 EZ0327  ___________________________________________________________________
 EZ0327* NAD 83(1986)-  35 03 15.     (N)    078 52 57.     (W)     SCALED    
 EZ0327* NAVD 88     -        32.235  (meters)     105.76   (feet)  ADJUSTED  
 EZ0327  ___________________________________________________________________
 EZ0327  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EZ0327  DYNAMIC HT  -          32.206 (meters)     105.66  (feet)  COMP
 EZ0327  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 EZ0327
 EZ0327  VERT ORDER  -  FIRST     CLASS II
 EZ0327
 EZ0327.The horizontal coordinates were scaled from a topographic map and have
 EZ0327.an estimated accuracy of +/- 6 seconds.
 EZ0327
 EZ0327.The orthometric height was determined by differential leveling
 EZ0327.and adjusted in June 1991.
 EZ0327
 EZ0327.The geoid height was determined by GEOID03.
 EZ0327
 EZ0327.The dynamic height is computed by dividing the NAVD 88
 EZ0327.geopotential number by the normal gravity value computed on the
 EZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0327.degrees latitude (g = 980.6199 gals.).
 EZ0327
 EZ0327.The modeled gravity was interpolated from observed gravity values.
 EZ0327
 EZ0327;                    North         East    Units  Estimated Accuracy
 EZ0327;SPC NC       -   144,680.      620,320.      MT  (+/- 180 meters Scaled)
 EZ0327
 EZ0327                          SUPERSEDED SURVEY CONTROL
 EZ0327
 EZ0327  NGVD 29 (??/??/92)   32.49   (m)          106.6    (f) COMPUTED    1 2
 EZ0327
 EZ0327.Superseded values are not recommended for survey control.
 EZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0327.See file dsdata.txt to determine how the superseded data were derived.
 EZ0327
 EZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU931811(NAD 83)
 EZ0327_MARKER: DB = BENCH MARK DISK
 EZ0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0327_SP_SET: BUILDING
 EZ0327_STAMPING: C 23
 EZ0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0327
 EZ0327  HISTORY     - Date     Condition        Report By
 EZ0327  HISTORY     - 1918     MONUMENTED       CGS
 EZ0327  HISTORY     - 1934     GOOD             NGS
 EZ0327
 EZ0327                          STATION DESCRIPTION
 EZ0327
 EZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EZ0327'AT FAYETTEVILLE.
 EZ0327'STAMPED 106.450 AND 1918.  REVISED DESCRIPTION AS FOLLOWS-- AT
 EZ0327'FAYETTEVILLE, CUMBERLAND COUNTY, AT THE NORTHEAST CORNER, IN THE
 EZ0327'EAST FACE, 3 FEET SOUTH OF THE NORTHEAST CORNER OF THE ARMFIELD CO.
 EZ0327'BUILDING ON HAY STREET, 3 FEET ABOVE GROUND, AND 5 FEET WEST OF
 EZ0327'THE WEST RAIL OF THE ATLANTIC AND YADKIN BRANCH OF THE ATLANTIC
 EZ0327'COAST LINE RAILROAD, WHERE SAME CROSSES HAY STREET.  A STANDARD
 EZ0327'DISK, STAMPED C 23 AND SET VERTICALLY.  (32.446 METERS OR 106.450
 EZ0327'FEET.)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0328 ***********************************************************************
 EZ0328  DESIGNATION -  C 23 RESET
 EZ0328  PID         -  EZ0328
 EZ0328  STATE/COUNTY-  NC/CUMBERLAND
 EZ0328  USGS QUAD   -  FAYETTEVILLE (1987)
 EZ0328
 EZ0328                         *CURRENT SURVEY CONTROL
 EZ0328  ___________________________________________________________________
 EZ0328* NAD 83(1986)-  35 03 15.     (N)    078 52 57.     (W)     SCALED    
 EZ0328* NAVD 88     -       106.36   (+/-2cm)     348.9    (feet)  VERTCON   
 EZ0328  ___________________________________________________________________
 EZ0328  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 EZ0328  VERT ORDER  -  ? (See Below)
 EZ0328
 EZ0328.The horizontal coordinates were scaled from a topographic map and have
 EZ0328.an estimated accuracy of +/- 6 seconds.
 EZ0328
 EZ0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ0328.The vertical order pertains to the NGVD 29 superseded value.
 EZ0328
 EZ0328.The geoid height was determined by GEOID03.
 EZ0328
 EZ0328;                    North         East    Units  Estimated Accuracy
 EZ0328;SPC NC       -   144,680.      620,320.      MT  (+/- 180 meters Scaled)
 EZ0328
 EZ0328                          SUPERSEDED SURVEY CONTROL
 EZ0328
 EZ0328  NGVD 29 (??/??/92)  106.624  (m)          349.82   (f) ADJ UNCH    ?  
 EZ0328
 EZ0328.Superseded values are not recommended for survey control.
 EZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0328.See file dsdata.txt to determine how the superseded data were derived.
 EZ0328
 EZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU931811(NAD 83)
 EZ0328_MARKER: DB = BENCH MARK DISK
 EZ0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ0328_SP_SET: BUILDING
 EZ0328_STAMPING: C 23 RESET 1938
 EZ0328_MARK LOGO: CGS   
 EZ0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ0328
 EZ0328  HISTORY     - Date     Condition        Report By
 EZ0328  HISTORY     - 1938     MONUMENTED       CGS
 EZ0328  HISTORY     - 1972     MARK NOT FOUND   NGS
 EZ0328  HISTORY     - 1980     MARK NOT FOUND   NCGS
 EZ0328  HISTORY     - 19890606 MARK NOT FOUND   USGS
 EZ0328  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 EZ0328  HISTORY     - 20050112 MARK NOT FOUND   USPSQD
 EZ0328
 EZ0328                          STATION DESCRIPTION
 EZ0328
 EZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 EZ0328'AT FAYETTEVILLE.
 EZ0328'AT FAYETTEVILLE, AT THE CROSSING OF HAY STREET AND THE ATLANTIC
 EZ0328'COAST LINE RAILROAD, 5 FEET WEST OF THE WEST RAIL, IN THE EAST
 EZ0328'WALL OF THE ARMFIELD COMPANY BUILDING, 3 FEET SOUTH OF THE
 EZ0328'NORTHEAST CORNER AND 3 FEET HIGHER THAN THE GROUND AND SET
 EZ0328'VERTICALLY.  1938 REPORT - 22 FEET SOUTH OF THE LOCATION OF THE
 EZ0328'ORIGINAL MARK, AT SAME LEVEL AND IN SAME WALL LOCATION, BEING
 EZ0328'SOUTH SIDE OF HAY STREET, 3.5 FEET FROM THE ATLANTIC COAST LINE
 EZ0328'RAILROAD BRANCH LINE KNOWN LOCALLY AS THE A. AND Y RAILROAD.
 EZ0328
 EZ0328                          STATION RECOVERY (1972)
 EZ0328
 EZ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EZ0328'MARK NOT FOUND.
 EZ0328
 EZ0328                          STATION RECOVERY (1980)
 EZ0328
 EZ0328'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0328'THE BUILDING NO LONGER EXISTS.
 EZ0328
 EZ0328                          STATION RECOVERY (1989)
 EZ0328
 EZ0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (GDW)
 EZ0328'MARK NOT FOUND.
 EZ0328
 EZ0328                          STATION RECOVERY (1991)
 EZ0328
 EZ0328'RECOVERY NOTE BY US POWER SQUADRON 1991 (LS)
 EZ0328'MARK NOT FOUND.
 EZ0328
 EZ0328                          STATION RECOVERY (2005)
 EZ0328
 EZ0328'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ0328'SEARCHED IN AREA OF PLOTTED POSITION, MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0690 ***********************************************************************
 EA0690  CBN         -  This is a Cooperative Base Network Control Station.
 EA0690  DESIGNATION -  C 230
 EA0690  PID         -  EA0690
 EA0690  STATE/COUNTY-  NC/PENDER
 EA0690  USGS QUAD   -  HOLLY RIDGE (1997)
 EA0690
 EA0690                         *CURRENT SURVEY CONTROL
 EA0690  ___________________________________________________________________
 EA0690* NAD 83(2007)-  34 25 13.28392(N)    077 33 21.70644(W)     ADJUSTED  
 EA0690* NAVD 88     -         2.296  (meters)       7.53   (feet)  ADJUSTED  
 EA0690  ___________________________________________________________________
 EA0690  EPOCH DATE  -        2002.00
 EA0690  X           -   1,134,961.288 (meters)                     COMP
 EA0690  Y           -  -5,143,276.534 (meters)                     COMP
 EA0690  Z           -   3,584,987.554 (meters)                     COMP
 EA0690  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 EA0690  ELLIP HEIGHT-         -35.104 (meters)          (02/10/07) ADJUSTED
 EA0690  GEOID HEIGHT-         -37.39  (meters)                     GEOID03
 EA0690  DYNAMIC HT  -           2.294 (meters)       7.53  (feet)  COMP
 EA0690
 EA0690  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA0690  Type    PID    Designation                      North   East  Ellip
 EA0690  -------------------------------------------------------------------
 EA0690  NETWORK EA0690 C 230                             0.43   0.41   1.51
 EA0690  -------------------------------------------------------------------
 EA0690  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EA0690
 EA0690  VERT ORDER  -  SECOND    CLASS 0
 EA0690
 EA0690.The horizontal coordinates were established by GPS observations
 EA0690.and adjusted by the National Geodetic Survey in February 2007.
 EA0690
 EA0690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA0690.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA0690.The horizontal coordinates are valid at the epoch date displayed above.
 EA0690.The epoch date for horizontal control is a decimal equivalence
 EA0690.of Year/Month/Day.
 EA0690
 EA0690.The orthometric height was determined by differential leveling
 EA0690.and adjusted in June 1991.
 EA0690
 EA0690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA0690
 EA0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0690
 EA0690.The ellipsoidal height was determined by GPS observations
 EA0690.and is referenced to NAD 83.
 EA0690
 EA0690.The geoid height was determined by GEOID03.
 EA0690
 EA0690.The dynamic height is computed by dividing the NAVD 88
 EA0690.geopotential number by the normal gravity value computed on the
 EA0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0690.degrees latitude (g = 980.6199 gals.).
 EA0690
 EA0690.The modeled gravity was interpolated from observed gravity values.
 EA0690
 EA0690;                    North         East     Units Scale Factor Converg.
 EA0690;SPC NC       -    75,330.178   742,333.696   MT  0.99997703   +0 50 00.3
 EA0690;SPC NC       -   247,145.76  2,435,473.13   sFT  0.99997703   +0 50 00.3
 EA0690;UTM  18      - 3,811,728.821   265,096.913   MT  1.00028020   -1 26 43.7
 EA0690
 EA0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0690!SPC NC       -   1.00000551  x   0.99997703  =   0.99998254
 EA0690!UTM  18      -   1.00000551  x   1.00028020  =   1.00028571
 EA0690
 EA0690                          SUPERSEDED SURVEY CONTROL
 EA0690
 EA0690  NAD 83(2001)-  34 25 13.28422(N)    077 33 21.70595(W) AD(       ) B
 EA0690  ELLIP H (01/30/03)  -35.100  (m)                       GP(       ) 4 2
 EA0690  NAD 83(1986)-  34 25 13.29290(N)    077 33 21.71797(W) AD(       ) 1
 EA0690  NAD 83(1995)-  34 25 13.28445(N)    077 33 21.70521(W) AD(       ) B
 EA0690  ELLIP H (09/11/96)  -35.110  (m)                       GP(       ) 4 1
 EA0690  NAVD 88 (11/04/96)    2.30   (m)            7.5    (f) LEVELING    3  
 EA0690  NAVD 88 (09/11/96)    2.30   (m)            7.5    (f) LEVELING    3  
 EA0690  NGVD 29 (??/??/92)    2.601  (m)            8.53   (f) ADJ UNCH    2 0
 EA0690
 EA0690.Superseded values are not recommended for survey control.
 EA0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0690.See file dsdata.txt to determine how the superseded data were derived.
 EA0690
 EA0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6509711729(NAD 83)
 EA0690_MARKER: DB = BENCH MARK DISK
 EA0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0690_STAMPING: C 230 1947
 EA0690_MARK LOGO: CGS   
 EA0690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0690+STABILITY: SURFACE MOTION
 EA0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0690+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 EA0690
 EA0690  HISTORY     - Date     Condition        Report By
 EA0690  HISTORY     - 1947     MONUMENTED       CGS
 EA0690  HISTORY     - 1970     GOOD             USGS
 EA0690  HISTORY     - 1987     GOOD             USPSQD
 EA0690  HISTORY     - 19950126 GOOD             NCGS
 EA0690  HISTORY     - 19970108 GOOD             NCGS
 EA0690  HISTORY     - 20021008 SEE DESCRIPTION  NCGS
 EA0690  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 EA0690  HISTORY     - 20070719 MARK NOT FOUND   INDIV
 EA0690
 EA0690                          STATION DESCRIPTION
 EA0690
 EA0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0690'6 MI SW FROM HOLLYRIDGE.
 EA0690'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0690'STATION AT HOLLYRIDGE, THENCE 0.75 MILE SOUTHWEST ALONG SAND
 EA0690'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW
 EA0690'RIVER INLET, 0.3 MILE SOUTHWEST OF MILEPOST 6, 0.5 MILE NORTHEAST
 EA0690'OF THE POINT WHERE THE ROAD CROSSES UNDER THE COMMUNICATION
 EA0690'LINES, APPROXIMATELY 500.0 FEET NORTHWEST OF THE MAIN RIDGE OF
 EA0690'DUNES, ABOUT 200.0 FEET SOUTHEAST OF THE EDGE OF THE MARSH, NEAR
 EA0690'THE FIRST CURVE IN THE ROAD SOUTHWEST OF THE JUNCTION OF THE SEARS
 EA0690'LANDING ROAD, ON THE NORTH SLOPE OF A LOW EAST-WEST SAND DUNE
 EA0690'RIDGE, ABOUT 30.0 FEET NORTH OF THE TOP OF THE DUNE RIDGE, 70.5
 EA0690'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, ABOUT 5.0 FEET
 EA0690'ABOVE THE LEVEL OF THE ROAD, 2.0 FEET SOUTHWEST OF A WHITE
 EA0690'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3
 EA0690'FOOT ABOVE THE GROUND.
 EA0690
 EA0690                          STATION RECOVERY (1970)
 EA0690
 EA0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EA0690'RECOVERED IN GOOD CONDITION.
 EA0690
 EA0690                          STATION RECOVERY (1987)
 EA0690
 EA0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (HW)
 EA0690'RECOVERED IN GOOD CONDITION.
 EA0690
 EA0690                          STATION RECOVERY (1995)
 EA0690
 EA0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EA0690'RECOVERED BY NCGS IN 1995 IN GOOD CONDITION. STATION IS ABOUT 0.7 MI
 EA0690'(1.1 KM) SOUTHWEST OF SURF CITY. PROCEED ALONG NC 50 (ROLAND AVENUE)
 EA0690'FOR 0.4 MI (0.6 KM) SOUTHEAST FROM THE BRIDGE OVER THE ATLANTIC
 EA0690'INTRACOASTAL WATERWAY IN SURF CITY, THENCE SOUTHWEST FOR 0.7 MI (1.1
 EA0690'KM) ALONG TOPSAIL DRIVE (ALSO NC 50) TO STATION SOUTHEAST OF AND
 EA0690'ACROSS ROAD FROM SURF CITY FAMILY PARK, OR ALONG NC 50 FOR 0.1 MI (0.2
 EA0690'KM) NORTHEAST FROM SEAHORSE AVENUE, ATOP A SAND DUNE. MARK IS ABOUT 2
 EA0690'FEET (0.6 M) ABOVE THE ROAD AND PROJECTS ABOUT 10-INCHES ABOVE GROUND.
 EA0690'LOCATED 70.5 FT (21.5 M) SOUTHEAST OF THE CENTERLINE OF NC 50, 76.1 FT
 EA0690'(23.2 M) NORTHWEST OF THE NORTHWEST CORNER OF CROSSROADS CONDOMINIUM
 EA0690'BUILDING (NUMBER 136), 1.2 FT (0.4 M) NORTHWEST OF A METAL WITNESS
 EA0690'POST, 116.2 FT (35.4 M) NORTH OF AN ELECTRICAL SERVICE TRANSFORMER,
 EA0690'AND 119.6 FT (36.5 M) SOUTHEAST OF A TELEPHONE PEDESTAL BESIDE A POWER
 EA0690'POLE WITH THREE TRANSFORMERS AND WITH A REFERENCE TAG.
 EA0690
 EA0690                          STATION RECOVERY (1997)
 EA0690
 EA0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EA0690'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EA0690'ADDITIONS. MARK PROJECTS 1/2-FOOT ABOVE GROUND.
 EA0690
 EA0690                          STATION RECOVERY (2002)
 EA0690
 EA0690'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (DWE)
 EA0690'IN 2000 THIS MARK WAS RECOVERED AS DESCRIBED, BUT IN 2002 IS WAS
 EA0690'WITNESS PUSHED OVER AND DESTROYED BY BULLDOZER.
 EA0690
 EA0690                          STATION RECOVERY (2005)
 EA0690
 EA0690'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA0690'MARK NOT FOUND.
 EA0690
 EA0690                          STATION RECOVERY (2007)
 EA0690
 EA0690'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HBH)
 EA0690'A CONDOMINIUM BUILDING HAS BEEN BUILT ON THE SITE OF THE STATION. MARK
 EA0690'SHOULD BE CONSIDERED LOST.
 EA0690' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI0875 ***********************************************************************
 AI0875  DESIGNATION -  C 230 AZ MK
 AI0875  PID         -  AI0875
 AI0875  STATE/COUNTY-  NC/PENDER
 AI0875  USGS QUAD   -  HOLLY RIDGE (1997)
 AI0875
 AI0875                         *CURRENT SURVEY CONTROL
 AI0875  ___________________________________________________________________
 AI0875* NAD 83(2001)-  34 25 14.41885(N)    077 33 11.77552(W)     ADJUSTED  
 AI0875* NAVD 88     -         2.43   (meters)       8.0    (feet)  LEVELING  
 AI0875  ___________________________________________________________________
 AI0875  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AI0875  GEOID HEIGHT-         -37.40  (meters)                     GEOID03
 AI0875  HORZ ORDER  -  SECOND
 AI0875  VERT ORDER  -  THIRD ?
 AI0875
 AI0875.The horizontal coordinates were established by classical geodetic methods
 AI0875.and adjusted by the National Geodetic Survey in August 2005.
 AI0875
 AI0875.The orthometric height was determined by differential leveling.
 AI0875.The vertical network tie was performed by a horz. field party for horz.
 AI0875.obs reductions. Reset procedures were used to establish the elevation.
 AI0875
 AI0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0875
 AI0875.The geoid height was determined by GEOID03.
 AI0875
 AI0875;                    North         East     Units Scale Factor Converg.
 AI0875;SPC NC       -    75,368.837   742,586.743   MT  0.99997696   +0 50 06.0
 AI0875;SPC NC       -   247,272.59  2,436,303.34   sFT  0.99997696   +0 50 06.0
 AI0875;UTM  18      - 3,811,757.396   265,351.374   MT  1.00027873   -1 26 38.2
 AI0875
 AI0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0875!SPC NC       -   1.00000549  x   0.99997696  =   0.99998245
 AI0875!UTM  18      -   1.00000549  x   1.00027873  =   1.00028422
 AI0875
 AI0875                          SUPERSEDED SURVEY CONTROL
 AI0875
 AI0875  NAD 83(1986)-  34 25 14.42753(N)    077 33 11.78756(W) AD(       ) 2
 AI0875
 AI0875.Superseded values are not recommended for survey control.
 AI0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0875.See file dsdata.txt to determine how the superseded data were derived.
 AI0875
 AI0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD6535111757(NAD 83)
 AI0875_MARKER: DZ = AZIMUTH MARK DISK
 AI0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0875_STAMPING: C 230 1988
 AI0875_MARK LOGO: NCGS  
 AI0875_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0875+STABILITY: SURFACE MOTION
 AI0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0875+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2005
 AI0875
 AI0875  HISTORY     - Date     Condition        Report By
 AI0875  HISTORY     - 1988     MONUMENTED       NCGS
 AI0875  HISTORY     - 20050320 GOOD             USPSQD
 AI0875
 AI0875                          STATION DESCRIPTION
 AI0875
 AI0875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AI0875'STATION IS LOCATED IN SURF CITY. PROCEED ALONG NC 50 FOR 0.15 KM (0.10
 AI0875'MI) SOUTHEAST FROM NC 210, IN SURF CITY, THENCE SOUTHWEST ALONG SR
 AI0875'1546 (SHORE DR.) FOR 1.05 KM (0.65 MI) TO THE STATION NEAR A POWER
 AI0875'POLE. MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 4 INCHES BELOW
 AI0875'GROUND. LOCATED 7.07 M (23.20 FT) SOUTHEAST OF THE CENTERLINE OF SR
 AI0875'1546, 22.9 M (75.1 FT) SOUTHWEST OF A PEDESTAL, AND 0.67 M (2.20 FT)
 AI0875'NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AI0875
 AI0875                          STATION RECOVERY (2005)
 AI0875
 AI0875'RECOVERY NOTE BY US POWER SQUADRON 2005 (PKH)
 AI0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0744 ***********************************************************************
 FX0744  DESIGNATION -  C 231
 FX0744  PID         -  FX0744
 FX0744  STATE/COUNTY-  NC/BERTIE
 FX0744  USGS QUAD   -  WINDSOR NORTH (1981)
 FX0744
 FX0744                         *CURRENT SURVEY CONTROL
 FX0744  ___________________________________________________________________
 FX0744* NAD 83(1986)-  36 00 06.     (N)    076 54 11.     (W)     SCALED    
 FX0744* NAVD 88     -         8.551  (meters)      28.05   (feet)  ADJUSTED  
 FX0744  ___________________________________________________________________
 FX0744  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 FX0744  DYNAMIC HT  -           8.544 (meters)      28.03  (feet)  COMP
 FX0744  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 FX0744
 FX0744  VERT ORDER  -  SECOND    CLASS 0
 FX0744
 FX0744.The horizontal coordinates were scaled from a topographic map and have
 FX0744.an estimated accuracy of +/- 6 seconds.
 FX0744
 FX0744.The orthometric height was determined by differential leveling
 FX0744.and adjusted in June 1991.
 FX0744
 FX0744.The geoid height was determined by GEOID03.
 FX0744
 FX0744.The dynamic height is computed by dividing the NAVD 88
 FX0744.geopotential number by the normal gravity value computed on the
 FX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0744.degrees latitude (g = 980.6199 gals.).
 FX0744
 FX0744.The modeled gravity was interpolated from observed gravity values.
 FX0744
 FX0744;                    North         East    Units  Estimated Accuracy
 FX0744;SPC NC       -   251,780.      798,640.      MT  (+/- 180 meters Scaled)
 FX0744
 FX0744                          SUPERSEDED SURVEY CONTROL
 FX0744
 FX0744  NGVD 29 (??/??/92)    8.886  (m)           29.15   (f) ADJ UNCH    2 0
 FX0744
 FX0744.Superseded values are not recommended for survey control.
 FX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0744.See file dsdata.txt to determine how the superseded data were derived.
 FX0744
 FX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE284858(NAD 83)
 FX0744_MARKER: DB = BENCH MARK DISK
 FX0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0744_STAMPING: C 231 1941
 FX0744_MARK LOGO: NCGS  
 FX0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0744+STABILITY: SURFACE MOTION
 FX0744
 FX0744  HISTORY     - Date     Condition        Report By
 FX0744  HISTORY     - 1941     MONUMENTED       CGS
 FX0744  HISTORY     - 1962     GOOD             NGS
 FX0744  HISTORY     - 1980     GOOD             NCGS
 FX0744
 FX0744                          STATION DESCRIPTION
 FX0744
 FX0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FX0744'3.1 MI E FROM WINDSOR.
 FX0744'3.1 MILES EAST ALONG U.S. HIGHWAY 17 FROM THE KING STREET CROSSING
 FX0744'OF THE CAROLINA SOUTHERN RAILWAY AT WINDSOR, BERTIE COUNTY, 24
 FX0744'FEET SOUTH OF A POINT ABOUT 75 FEET EAST OF THE SOUTHEAST CORNER
 FX0744'OF A WHITE FARMHOUSE, 50.6 FEET NORTH OF THE CENTERLINE OF THE
 FX0744'HIGHWAY, 46.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 FX0744'HIGHWAY CULVERT, IN LINE WITH AN EAST-AND-WEST ROW OF TREES IN
 FX0744'FRONT OF THE HOUSE, AND 23.9 FEET WEST OF A BLAZED PINE TREE.  A
 FX0744'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FX0744
 FX0744                          STATION RECOVERY (1980)
 FX0744
 FX0744'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0348 ***********************************************************************
 EY0348  DESIGNATION -  C 232
 EY0348  PID         -  EY0348
 EY0348  STATE/COUNTY-  NC/BERTIE
 EY0348  USGS QUAD   -  WOODARD (1979)
 EY0348
 EY0348                         *CURRENT SURVEY CONTROL
 EY0348  ___________________________________________________________________
 EY0348* NAD 83(1986)-  35 54 23.     (N)    076 51 00.     (W)     SCALED    
 EY0348* NAVD 88     -         6.088  (meters)      19.97   (feet)  POSTED    
 EY0348  ___________________________________________________________________
 EY0348  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 EY0348  DYNAMIC HT  -           6.080 (meters)      19.95  (feet)  COMP
 EY0348  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 EY0348
 EY0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0348
 EY0348.The horizontal coordinates were scaled from a topographic map and have
 EY0348.an estimated accuracy of +/- 6 seconds.
 EY0348
 EY0348.The orthometric height was determined by differential leveling
 EY0348.and adjusted by the  in 1992.
 EY0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0348.rate of 0.0 thru 1.0 mm/km.
 EY0348
 EY0348.The geoid height was determined by GEOID03.
 EY0348
 EY0348.The dynamic height is computed by dividing the NAVD 88
 EY0348.geopotential number by the normal gravity value computed on the
 EY0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0348.degrees latitude (g = 980.6199 gals.).
 EY0348
 EY0348.The modeled gravity was interpolated from observed gravity values.
 EY0348
 EY0348;                    North         East    Units  Estimated Accuracy
 EY0348;SPC NC       -   241,320.      803,660.      MT  (+/- 180 meters Scaled)
 EY0348
 EY0348                          SUPERSEDED SURVEY CONTROL
 EY0348
 EY0348  NGVD 29 (??/??/92)    6.384  (m)           20.94   (f) ADJ UNCH    2 0
 EY0348
 EY0348.Superseded values are not recommended for survey control.
 EY0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0348.See file dsdata.txt to determine how the superseded data were derived.
 EY0348
 EY0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE330751(NAD 83)
 EY0348_MARKER: DB = BENCH MARK DISK
 EY0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0348_STAMPING: C 232 1942
 EY0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0348+STABILITY: SURFACE MOTION
 EY0348
 EY0348  HISTORY     - Date     Condition        Report By
 EY0348  HISTORY     - 1942     MONUMENTED       CGS
 EY0348  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0348  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 EY0348
 EY0348                          STATION DESCRIPTION
 EY0348
 EY0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0348'1 MI SE FROM WOODARD.
 EY0348'SEARCHED FOR BUT NOT RECOVERED.  1963 ORIGINAL DESCRIPTION--
 EY0348'1 MILE SOUTHEAST ALONG A DIRT ROAD FROM THE CHURCH AT WOODARD,
 EY0348'BERTIE COUNTY, 0.2 MILE SOUTH OF A NEGRO CHURCH AND SCHOOL,
 EY0348'165 FEET NORTH OF THE NORTH CORNER OF A LOG HOUSE, 30 FEET
 EY0348'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 18.9 FEET SOUTHWEST OF A
 EY0348'LARGE BLAZED PINE TREE, AND 7.6 FEET WEST OF A SMALLER BLAZED PINE
 EY0348'TREE.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 EY0348
 EY0348                          STATION RECOVERY (1975)
 EY0348
 EY0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 EY0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0659 ***********************************************************************
 EA0659  DESIGNATION -  C 233
 EA0659  PID         -  EA0659
 EA0659  STATE/COUNTY-  NC/NEW HANOVER
 EA0659  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0659
 EA0659                         *CURRENT SURVEY CONTROL
 EA0659  ___________________________________________________________________
 EA0659* NAD 83(1986)-  34 04 57.     (N)    077 53 42.     (W)     SCALED    
 EA0659* NAVD 88     -         5.190  (meters)      17.03   (feet)  ADJUSTED  
 EA0659  ___________________________________________________________________
 EA0659  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA0659  DYNAMIC HT  -           5.185 (meters)      17.01  (feet)  COMP
 EA0659  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 EA0659
 EA0659  VERT ORDER  -  SECOND    CLASS 0
 EA0659
 EA0659.The horizontal coordinates were scaled from a topographic map and have
 EA0659.an estimated accuracy of +/- 6 seconds.
 EA0659
 EA0659.The orthometric height was determined by differential leveling
 EA0659.and adjusted in June 1991.
 EA0659
 EA0659.The geoid height was determined by GEOID03.
 EA0659
 EA0659.The dynamic height is computed by dividing the NAVD 88
 EA0659.geopotential number by the normal gravity value computed on the
 EA0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0659.degrees latitude (g = 980.6199 gals.).
 EA0659
 EA0659.The modeled gravity was interpolated from observed gravity values.
 EA0659
 EA0659;                    North         East    Units  Estimated Accuracy
 EA0659;SPC NC       -    37,450.      711,590.      MT  (+/- 180 meters Scaled)
 EA0659
 EA0659                          SUPERSEDED SURVEY CONTROL
 EA0659
 EA0659  NGVD 29 (??/??/92)    5.47   (m)           17.9    (f) COMPUTED    2 0
 EA0659
 EA0659.Superseded values are not recommended for survey control.
 EA0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0659.See file dsdata.txt to determine how the superseded data were derived.
 EA0659
 EA0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC328750(NAD 83)
 EA0659_MARKER: DD = SURVEY DISK
 EA0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0659_SP_SET: CULVERT
 EA0659_STAMPING: C 233 1942
 EA0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0659
 EA0659  HISTORY     - Date     Condition        Report By
 EA0659  HISTORY     - 1942     MONUMENTED       CGS
 EA0659  HISTORY     - 19950115 GOOD             USPSQD
 EA0659
 EA0659                          STATION DESCRIPTION
 EA0659
 EA0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EA0659'12 MI S FROM WILMINGTON.
 EA0659'THIS MARK IS 12 MILES SOUTHEAST ALONG HIGHWAY 421 FROM THE
 EA0659'INTERSECTION OF THIRD AND MARKET STREETS IN WILMINGTON, NEW
 EA0659'HANOVER COUNTY, 76 FEET SOUTHEAST OF POWER POLE NUMBER 249, 30
 EA0659'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT LOWER
 EA0659'THAN THE HIGHWAY AND IS A STANDARD DISK SET IN THE SOUTHEAST
 EA0659'END OF THE SOUTHWEST HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 EA0659
 EA0659                          STATION RECOVERY (1995)
 EA0659
 EA0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0660 ***********************************************************************
 EA0660  DESIGNATION -  C 233 RESET
 EA0660  PID         -  EA0660
 EA0660  STATE/COUNTY-  NC/NEW HANOVER
 EA0660  USGS QUAD   -  CAROLINA BEACH (1997)
 EA0660
 EA0660                         *CURRENT SURVEY CONTROL
 EA0660  ___________________________________________________________________
 EA0660* NAD 83(1986)-  34 04 57.     (N)    077 53 42.     (W)     SCALED    
 EA0660* NAVD 88     -         5.207  (meters)      17.08   (feet)  ADJUSTED  
 EA0660  ___________________________________________________________________
 EA0660  GEOID HEIGHT-         -37.26  (meters)                     GEOID03
 EA0660  DYNAMIC HT  -           5.202 (meters)      17.07  (feet)  COMP
 EA0660  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 EA0660
 EA0660  VERT ORDER  -  SECOND    CLASS 0
 EA0660
 EA0660.The horizontal coordinates were scaled from a topographic map and have
 EA0660.an estimated accuracy of +/- 6 seconds.
 EA0660
 EA0660.The orthometric height was determined by differential leveling
 EA0660.and adjusted in June 1991.
 EA0660
 EA0660.The geoid height was determined by GEOID03.
 EA0660
 EA0660.The dynamic height is computed by dividing the NAVD 88
 EA0660.geopotential number by the normal gravity value computed on the
 EA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0660.degrees latitude (g = 980.6199 gals.).
 EA0660
 EA0660.The modeled gravity was interpolated from observed gravity values.
 EA0660
 EA0660;                    North         East    Units  Estimated Accuracy
 EA0660;SPC NC       -    37,450.      711,590.      MT  (+/- 180 meters Scaled)
 EA0660
 EA0660                          SUPERSEDED SURVEY CONTROL
 EA0660
 EA0660  NGVD 29 (??/??/92)    5.491  (m)           18.02   (f) ADJ UNCH    2 0
 EA0660
 EA0660.Superseded values are not recommended for survey control.
 EA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0660.See file dsdata.txt to determine how the superseded data were derived.
 EA0660
 EA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC328750(NAD 83)
 EA0660_MARKER: DD = SURVEY DISK
 EA0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0660_SP_SET: RIGHT OF WAY POST
 EA0660_STAMPING: C 233 RESET 1962
 EA0660_MARK LOGO: CGS   
 EA0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0660
 EA0660  HISTORY     - Date     Condition        Report By
 EA0660  HISTORY     - 1962     MONUMENTED       CGS
 EA0660  HISTORY     - 1963     GOOD             CGS
 EA0660  HISTORY     - 1971     GOOD             NGS
 EA0660  HISTORY     - 1978     POOR             USE
 EA0660  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 EA0660  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA0660
 EA0660                          STATION DESCRIPTION
 EA0660
 EA0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 EA0660'3.2 MI N FROM CAROLINA BEACH.
 EA0660'3.2 MILES NORTH ALONG U.S. HIGHWAY 421 FROM THE FIRST BAPTIST
 EA0660'CHURCH AT CAROLINA BEACH, ABOUT 0.55 MILE SOUTH OF THE Y JUNCTION
 EA0660'OF BLACK TOP ROAD 1148 LEADING NORTHEAST TO MYRTLE GROVE, 49.5
 EA0660'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF
 EA0660'THE NORTHWEST CORNER OF A ONE-STORY BRICK HOME AND IN THE YARD,
 EA0660'77 FEET NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND A PRIVATE
 EA0660'DRIVE LEADING EAST, 31 1/2 FEET SOUTH OF TELEPHONE POLE 190 1/2,
 EA0660'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN TOP OF A HIGHWAY
 EA0660'DEPARTMENT CONCRETE RIGHT-OF-WAY POST PROJECTING 8 INCHES.
 EA0660
 EA0660                          STATION RECOVERY (1971)
 EA0660
 EA0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EA0660'RECOVERED IN GOOD CONDITION.
 EA0660
 EA0660                          STATION RECOVERY (1978)
 EA0660
 EA0660'RECOVERY NOTE BY US ENGINEERS 1978
 EA0660'MARK RECOVERED IN POOR CONDITION.
 EA0660
 EA0660                          STATION RECOVERY (1995)
 EA0660
 EA0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA0660'MARK NOT FOUND.
 EA0660
 EA0660                          STATION RECOVERY (2004)
 EA0660
 EA0660'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0572 ***********************************************************************
 EA0572  DESIGNATION -  C 234
 EA0572  PID         -  EA0572
 EA0572  STATE/COUNTY-  NC/BRUNSWICK
 EA0572  USGS QUAD   -  WILMINGTON (1979)
 EA0572
 EA0572                         *CURRENT SURVEY CONTROL
 EA0572  ___________________________________________________________________
 EA0572* NAD 83(1986)-  34 13 58.     (N)    077 59 09.     (W)     SCALED    
 EA0572* NAVD 88     -         3.679  (meters)      12.07   (feet)  ADJUSTED  
 EA0572  ___________________________________________________________________
 EA0572  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 EA0572  DYNAMIC HT  -           3.675 (meters)      12.06  (feet)  COMP
 EA0572  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EA0572
 EA0572  VERT ORDER  -  SECOND    CLASS 0
 EA0572
 EA0572.The horizontal coordinates were scaled from a topographic map and have
 EA0572.an estimated accuracy of +/- 6 seconds.
 EA0572
 EA0572.The orthometric height was determined by differential leveling
 EA0572.and adjusted in June 1991.
 EA0572
 EA0572.The geoid height was determined by GEOID03.
 EA0572
 EA0572.The dynamic height is computed by dividing the NAVD 88
 EA0572.geopotential number by the normal gravity value computed on the
 EA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0572.degrees latitude (g = 980.6199 gals.).
 EA0572
 EA0572.The modeled gravity was interpolated from observed gravity values.
 EA0572
 EA0572;                    North         East    Units  Estimated Accuracy
 EA0572;SPC NC       -    54,030.      703,040.      MT  (+/- 180 meters Scaled)
 EA0572
 EA0572                          SUPERSEDED SURVEY CONTROL
 EA0572
 EA0572  NGVD 29 (??/??/92)    3.98   (m)           13.1    (f) COMPUTED    2 0
 EA0572
 EA0572.Superseded values are not recommended for survey control.
 EA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0572.See file dsdata.txt to determine how the superseded data were derived.
 EA0572
 EA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC249920(NAD 83)
 EA0572_MARKER: DD = SURVEY DISK
 EA0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0572_SP_SET: BRIDGE
 EA0572_STAMPING: C 234 1942
 EA0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0572
 EA0572  HISTORY     - Date     Condition        Report By
 EA0572  HISTORY     - 1942     MONUMENTED       CGS
 EA0572  HISTORY     - 20010627 MARK NOT FOUND   USPSQD
 EA0572  HISTORY     - 20031231 MARK NOT FOUND   USPSQD
 EA0572  HISTORY     - 20041231 MARK NOT FOUND   USPSQD
 EA0572
 EA0572                          STATION DESCRIPTION
 EA0572
 EA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EA0572'3.6 MI SE FROM LELAND.
 EA0572'THIS MARK IS ALONG HIGHWAY NUMBER 17, 3.6 MILES SOUTHEAST OF THE
 EA0572'RAILROAD STATION AT LELAND, BRUNSWICK COUNTY, SET IN THE SOUTH
 EA0572'END OF THE WEST ABUTMENT OF THE STEEL HIGHWAY BRIDGE OVER THE
 EA0572'BRUNSWICK RIVER, LEVEL WITH THE HIGHWAY AND 15 FEET SOUTH OF THE
 EA0572'CENTER LINE OF THE HIGHWAY, A STANDARD DISK SET IN A DRILL HOLE.
 EA0572
 EA0572                          STATION RECOVERY (2001)
 EA0572
 EA0572'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EA0572'COULD NOT FIND RR TRACKS OR ABUTMENT.
 EA0572
 EA0572                          STATION RECOVERY (2003)
 EA0572
 EA0572'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA0572'MARK NOT FOUND.
 EA0572
 EA0572                          STATION RECOVERY (2004)
 EA0572
 EA0572'RECOVERY NOTE BY US POWER SQUADRON 2004 (JGR)
 EA0572'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION BUT MARKER WAS NOT
 EA0572'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0573 ***********************************************************************
 EA0573  DESIGNATION -  C 234 RESET 1949
 EA0573  PID         -  EA0573
 EA0573  STATE/COUNTY-  NC/BRUNSWICK
 EA0573  USGS QUAD   -  WILMINGTON (1979)
 EA0573
 EA0573                         *CURRENT SURVEY CONTROL
 EA0573  ___________________________________________________________________
 EA0573* NAD 83(1986)-  34 13 58.     (N)    077 59 09.     (W)     SCALED    
 EA0573* NAVD 88     -         3.967  (meters)      13.02   (feet)  ADJUSTED  
 EA0573  ___________________________________________________________________
 EA0573  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 EA0573  DYNAMIC HT  -           3.964 (meters)      13.01  (feet)  COMP
 EA0573  MODELED GRAV-     979,658.2   (mgal)                       NAVD 88
 EA0573
 EA0573  VERT ORDER  -  SECOND    CLASS II
 EA0573
 EA0573.The horizontal coordinates were scaled from a topographic map and have
 EA0573.an estimated accuracy of +/- 6 seconds.
 EA0573
 EA0573.The orthometric height was determined by differential leveling
 EA0573.and adjusted in June 1991.
 EA0573
 EA0573.The geoid height was determined by GEOID03.
 EA0573
 EA0573.The dynamic height is computed by dividing the NAVD 88
 EA0573.geopotential number by the normal gravity value computed on the
 EA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0573.degrees latitude (g = 980.6199 gals.).
 EA0573
 EA0573.The modeled gravity was interpolated from observed gravity values.
 EA0573
 EA0573;                    North         East    Units  Estimated Accuracy
 EA0573;SPC NC       -    54,030.      703,040.      MT  (+/- 180 meters Scaled)
 EA0573
 EA0573                          SUPERSEDED SURVEY CONTROL
 EA0573
 EA0573  NGVD 29 (??/??/92)    4.270  (m)           14.01   (f) ADJ UNCH    2 2
 EA0573
 EA0573.Superseded values are not recommended for survey control.
 EA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0573.See file dsdata.txt to determine how the superseded data were derived.
 EA0573
 EA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC249920(NAD 83)
 EA0573_MARKER: DB = BENCH MARK DISK
 EA0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EA0573_SP_SET: BRIDGE
 EA0573_STAMPING: C 234 RESET 1949
 EA0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA0573
 EA0573  HISTORY     - Date     Condition        Report By
 EA0573  HISTORY     - 1949     MONUMENTED       CGS
 EA0573
 EA0573                          STATION DESCRIPTION
 EA0573
 EA0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EA0573'3.6 MI SE FROM LELAND.
 EA0573'C 234 RESET 1949 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM
 EA0573'THE ATLANTIC COAST LINE RAILROAD STATION AT LELAND, BRUNSWICK
 EA0573'COUNTY, AT THE WEST END OF THE NEW STEEL BRIDGE OVER BRUNSWICK
 EA0573'RIVER, AND IN THE TOP OF THE SOUTH CONCRETE HANDRAIL.  A STANDARD
 EA0573'DISK, STAMPED C 234 RESET 1949.  NOTE-- THIS BENCH MARK WAS
 EA0573'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 EA0573'NORTH CAROLINA STATE HIGHWAY AND PUBLIC WORKS COMMISSION IN 1949.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0318 ***********************************************************************
 EB0318  DESIGNATION -  C 235
 EB0318  PID         -  EB0318
 EB0318  STATE/COUNTY-  NC/BRUNSWICK
 EB0318  USGS QUAD   -  WINNABOW (1990)
 EB0318
 EB0318                         *CURRENT SURVEY CONTROL
 EB0318  ___________________________________________________________________
 EB0318* NAD 83(1986)-  34 09 00.     (N)    078 04 48.     (W)     SCALED    
 EB0318* NAVD 88     -         5.440  (meters)      17.85   (feet)  ADJUSTED  
 EB0318  ___________________________________________________________________
 EB0318  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 EB0318  DYNAMIC HT  -           5.435 (meters)      17.83  (feet)  COMP
 EB0318  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 EB0318
 EB0318  VERT ORDER  -  SECOND    CLASS 0
 EB0318
 EB0318.The horizontal coordinates were scaled from a topographic map and have
 EB0318.an estimated accuracy of +/- 6 seconds.
 EB0318
 EB0318.The orthometric height was determined by differential leveling
 EB0318.and adjusted in June 1991.
 EB0318
 EB0318.The geoid height was determined by GEOID03.
 EB0318
 EB0318.The dynamic height is computed by dividing the NAVD 88
 EB0318.geopotential number by the normal gravity value computed on the
 EB0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0318.degrees latitude (g = 980.6199 gals.).
 EB0318
 EB0318.The modeled gravity was interpolated from observed gravity values.
 EB0318
 EB0318;                    North         East    Units  Estimated Accuracy
 EB0318;SPC NC       -    44,770.      694,450.      MT  (+/- 180 meters Scaled)
 EB0318
 EB0318                          SUPERSEDED SURVEY CONTROL
 EB0318
 EB0318  NGVD 29 (??/??/92)    5.775  (m)           18.95   (f) ADJ UNCH    2 0
 EB0318
 EB0318.Superseded values are not recommended for survey control.
 EB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0318.See file dsdata.txt to determine how the superseded data were derived.
 EB0318
 EB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT692826(NAD 83)
 EB0318_MARKER: DB = BENCH MARK DISK
 EB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0318_STAMPING: C 235
 EB0318_MARK LOGO: CGS   
 EB0318_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0318+STABILITY: SURFACE MOTION
 EB0318
 EB0318  HISTORY     - Date     Condition        Report By
 EB0318  HISTORY     - UNK      MONUMENTED       CGS
 EB0318  HISTORY     - 1942     GOOD             NGS
 EB0318  HISTORY     - 19881001 MARK NOT FOUND   LOCSUR
 EB0318  HISTORY     - 19980929 MARK NOT FOUND   NCGS
 EB0318  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 EB0318
 EB0318                          STATION DESCRIPTION
 EB0318
 EB0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EB0318'1.2 MI SE FROM WINNABOW.
 EB0318'THIS MARK IS ALONG A DIRT ROAD 1.2 MILES SOUTHEAST OF THE
 EB0318'INTERSECTION WITH HIGHWAY NUMBER 17 AT WINNABOW, BRUNSWICK
 EB0318'COUNTY, AND IS ON THE JOHNSON FARM, 41.3 FEET, NORTHEAST OF THE
 EB0318'CENTER LINE OF THE ROAD, 0.2 MILE SOUTHEAST OF THE ENTRANCE TO
 EB0318'THE JOHNSON RESIDENCE, 58.7 FEET SOUTH OF THE SOUTH CORNER OF A
 EB0318'SMALL UNPAINTED HOUSE, 4.6 FEET NORTHEAST OF A BLAZED PINE TREE,
 EB0318'AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 EB0318
 EB0318                          STATION RECOVERY (1988)
 EB0318
 EB0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 EB0318'MARK NOT FOUND.
 EB0318
 EB0318                          STATION RECOVERY (1998)
 EB0318
 EB0318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB0318'NOT FOUND, BELIEVED LOST TO RESIDENTIAL DEVELOPMENT.
 EB0318
 EB0318                          STATION RECOVERY (2004)
 EB0318
 EB0318'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB0318'SEARCH WAS MADE IN THE AREA FO THE PLOTTED POSITION.  NO MARKER COULD
 EB0318'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0314 ***********************************************************************
 EB0314  DESIGNATION -  C 236
 EB0314  PID         -  EB0314
 EB0314  STATE/COUNTY-  NC/COLUMBUS
 EB0314  USGS QUAD   -  FREEMAN (1986)
 EB0314
 EB0314                         *CURRENT SURVEY CONTROL
 EB0314  ___________________________________________________________________
 EB0314* NAD 83(1986)-  34 15 37.     (N)    078 15 57.     (W)     SCALED    
 EB0314* NAVD 88     -        16.119  (meters)      52.88   (feet)  ADJUSTED  
 EB0314  ___________________________________________________________________
 EB0314  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 EB0314  DYNAMIC HT  -          16.103 (meters)      52.83  (feet)  COMP
 EB0314  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 EB0314
 EB0314  VERT ORDER  -  SECOND    CLASS 0
 EB0314
 EB0314.The horizontal coordinates were scaled from a topographic map and have
 EB0314.an estimated accuracy of +/- 6 seconds.
 EB0314
 EB0314.The orthometric height was determined by differential leveling
 EB0314.and adjusted in June 1991.
 EB0314
 EB0314.The geoid height was determined by GEOID03.
 EB0314
 EB0314.The dynamic height is computed by dividing the NAVD 88
 EB0314.geopotential number by the normal gravity value computed on the
 EB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0314.degrees latitude (g = 980.6199 gals.).
 EB0314
 EB0314.The modeled gravity was interpolated from observed gravity values.
 EB0314
 EB0314;                    North         East    Units  Estimated Accuracy
 EB0314;SPC NC       -    56,860.      677,220.      MT  (+/- 180 meters Scaled)
 EB0314
 EB0314                          SUPERSEDED SURVEY CONTROL
 EB0314
 EB0314  NGVD 29 (??/??/92)   16.451  (m)           53.97   (f) ADJ UNCH    2 0
 EB0314
 EB0314.Superseded values are not recommended for survey control.
 EB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0314.See file dsdata.txt to determine how the superseded data were derived.
 EB0314
 EB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT517943(NAD 83)
 EB0314_MARKER: DB = BENCH MARK DISK
 EB0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0314_STAMPING: C 236 1942
 EB0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0314+STABILITY: SURFACE MOTION
 EB0314
 EB0314  HISTORY     - Date     Condition        Report By
 EB0314  HISTORY     - 1942     MONUMENTED       CGS
 EB0314  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0314  HISTORY     - 1983     MARK NOT FOUND   USGS
 EB0314
 EB0314                          STATION DESCRIPTION
 EB0314
 EB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0314'5.7 MI SE FROM DELCO.
 EB0314'THIS MARK IS 5.7 MI SE ALONG A DIRT ROAD FROM THE STATION
 EB0314'AT DELCO, COLUMBUS COUNTY, IN THE YARD AT A WHITE FARM HOUSE,
 EB0314'30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTH
 EB0314'OF THE SOUTH CORNER OF THE HOUSE, 3 FEET NORTH WEST OF A WIRE
 EB0314'FENCE, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 EB0314
 EB0314                          STATION RECOVERY (1983)
 EB0314
 EB0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (RLM)
 EB0314'MARK NOT FOUND.
 EB0314
 EB0314                          STATION RECOVERY (1983)
 EB0314
 EB0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 EB0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0356 ***********************************************************************
 EB0356  DESIGNATION -  C 237
 EB0356  PID         -  EB0356
 EB0356  STATE/COUNTY-  NC/BRUNSWICK
 EB0356  USGS QUAD   -  JUNIPER CREEK (1990)
 EB0356
 EB0356                         *CURRENT SURVEY CONTROL
 EB0356  ___________________________________________________________________
 EB0356* NAD 83(1986)-  34 07 44.     (N)    078 23 06.     (W)     SCALED    
 EB0356* NAVD 88     -        13.938  (meters)      45.73   (feet)  ADJUSTED  
 EB0356  ___________________________________________________________________
 EB0356  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 EB0356  DYNAMIC HT  -          13.924 (meters)      45.68  (feet)  COMP
 EB0356  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 EB0356
 EB0356  VERT ORDER  -  SECOND    CLASS 0
 EB0356
 EB0356.The horizontal coordinates were scaled from a topographic map and have
 EB0356.an estimated accuracy of +/- 6 seconds.
 EB0356
 EB0356.The orthometric height was determined by differential leveling
 EB0356.and adjusted in June 1991.
 EB0356
 EB0356.The geoid height was determined by GEOID03.
 EB0356
 EB0356.The dynamic height is computed by dividing the NAVD 88
 EB0356.geopotential number by the normal gravity value computed on the
 EB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0356.degrees latitude (g = 980.6199 gals.).
 EB0356
 EB0356.The modeled gravity was interpolated from observed gravity values.
 EB0356
 EB0356;                    North         East    Units  Estimated Accuracy
 EB0356;SPC NC       -    42,210.      666,340.      MT  (+/- 180 meters Scaled)
 EB0356
 EB0356                          SUPERSEDED SURVEY CONTROL
 EB0356
 EB0356  NGVD 29 (??/??/92)   14.263  (m)           46.79   (f) ADJ UNCH    2 0
 EB0356
 EB0356.Superseded values are not recommended for survey control.
 EB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0356.See file dsdata.txt to determine how the superseded data were derived.
 EB0356
 EB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT411795(NAD 83)
 EB0356_MARKER: DB = BENCH MARK DISK
 EB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0356_STAMPING: C 237 1942
 EB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0356+STABILITY: SURFACE MOTION
 EB0356
 EB0356  HISTORY     - Date     Condition        Report By
 EB0356  HISTORY     - 1942     MONUMENTED       CGS
 EB0356  HISTORY     - 19871201 MARK NOT FOUND   USGS
 EB0356
 EB0356                          STATION DESCRIPTION
 EB0356
 EB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 EB0356'17 MI S FROM BOLTON.
 EB0356'THIS MARK IS 17 MILES SOUTH OF THE CROSSING AT BOLTON, COLUMBUS
 EB0356'COUNTY, ABOUT 1.8 MILE NORTH OF THE JUNCTION AT MAKATOKA, 53 FEET
 EB0356'NORTHWEST OF THE CENTER LINE OF THE ROAD, 86.8 FEET NORTHWEST
 EB0356'AND ACROSS THE ROAD FROM A TELEPHONE POLE PAINTED USBM, 23 FEET
 EB0356'SOUTHEAST OF THE CENTER LINE OF AN ABANDONED RAILROAD, 7 FEET
 EB0356'NORTHEAST OF A BLAZED PINE TREE, A STANDARD DISK SET IN THE TOP OF
 EB0356'A CONCRETE POST.
 EB0356
 EB0356                          STATION RECOVERY (1987)
 EB0356
 EB0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (BRP)
 EB0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0238 ***********************************************************************
 EA0238  DESIGNATION -  C 238
 EA0238  PID         -  EA0238
 EA0238  STATE/COUNTY-  NC/CARTERET
 EA0238  USGS QUAD   -  CORE CREEK (1994)
 EA0238
 EA0238                         *CURRENT SURVEY CONTROL
 EA0238  ___________________________________________________________________
 EA0238* NAD 83(1986)-  34 49 00.     (N)    076 38 10.     (W)     SCALED    
 EA0238* NAVD 88     -         0.469  (meters)       1.54   (feet)  POSTED    
 EA0238  ___________________________________________________________________
 EA0238  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EA0238  DYNAMIC HT  -           0.470 (meters)       1.54  (feet)  COMP
 EA0238  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 EA0238
 EA0238  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EA0238
 EA0238.The horizontal coordinates were scaled from a topographic map and have
 EA0238.an estimated accuracy of +/- 6 seconds.
 EA0238
 EA0238.The orthometric height was determined by differential leveling
 EA0238.and adjusted by the  in 1992.
 EA0238.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EA0238.rate of 0.0 thru 1.0 mm/km.
 EA0238
 EA0238.The geoid height was determined by GEOID03.
 EA0238
 EA0238.The dynamic height is computed by dividing the NAVD 88
 EA0238.geopotential number by the normal gravity value computed on the
 EA0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0238.degrees latitude (g = 980.6199 gals.).
 EA0238
 EA0238.The modeled gravity was interpolated from observed gravity values.
 EA0238
 EA0238;                    North         East    Units  Estimated Accuracy
 EA0238;SPC NC       -   120,900.      825,840.      MT  (+/- 180 meters Scaled)
 EA0238
 EA0238                          SUPERSEDED SURVEY CONTROL
 EA0238
 EA0238  NGVD 29 (??/??/92)    0.760  (m)            2.49   (f) ADJ UNCH    3 0
 EA0238
 EA0238.Superseded values are not recommended for survey control.
 EA0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0238.See file dsdata.txt to determine how the superseded data were derived.
 EA0238
 EA0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD503539(NAD 83)
 EA0238_MARKER: DB = BENCH MARK DISK
 EA0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0238_STAMPING: C 238 1947
 EA0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0238+STABILITY: SURFACE MOTION
 EA0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0238+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1992
 EA0238
 EA0238  HISTORY     - Date     Condition        Report By
 EA0238  HISTORY     - 1947     MONUMENTED       CGS
 EA0238  HISTORY     - 1962     MARK NOT FOUND   NGS
 EA0238  HISTORY     - 19921008 MARK NOT FOUND   NCGS
 EA0238
 EA0238                          STATION DESCRIPTION
 EA0238
 EA0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EA0238'3.3 MI NW FROM NORTH RIVER BRIDGE.
 EA0238'TO REACH FROM NORTH RIVER BRIDGE, TRAVEL 0.9 MILE VIA U.S. ROUTE
 EA0238'70 WEST TO ROAD INTERSECTION.  THENCE, TRAVEL NORTH ON UNPAVED
 EA0238'ROAD 2.4 MILES TO MARK.  B.M. IS 12.4 FEET SOUTH OF DRIVEWAY TO
 EA0238'HOUSE, 11.0 FEET EAST OF EAST SIDE OF DITCH, 40.0 FEET EAST OF
 EA0238'CENTERLINE OF ROAD, 15 FEET NORTH OF WHITE REFERENCE POST.
 EA0238
 EA0238                          STATION RECOVERY (1962)
 EA0238
 EA0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EA0238'MARK NOT FOUND.
 EA0238
 EA0238                          STATION RECOVERY (1992)
 EA0238
 EA0238'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0134 ***********************************************************************
 EY0134  DESIGNATION -  C 239
 EY0134  PID         -  EY0134
 EY0134  STATE/COUNTY-  NC/CARTERET
 EY0134  USGS QUAD   -  NORTH BAY (1971)
 EY0134
 EY0134                         *CURRENT SURVEY CONTROL
 EY0134  ___________________________________________________________________
 EY0134* NAD 83(1986)-  35 00 18.     (N)    076 18 51.     (W)     SCALED    
 EY0134* NAVD 88     -         0.773  (meters)       2.54   (feet)  POSTED    
 EY0134  ___________________________________________________________________
 EY0134  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 EY0134  DYNAMIC HT  -           0.770 (meters)       2.53  (feet)  COMP
 EY0134  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 EY0134
 EY0134  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EY0134
 EY0134.The horizontal coordinates were scaled from a topographic map and have
 EY0134.an estimated accuracy of +/- 6 seconds.
 EY0134
 EY0134.The orthometric height was determined by differential leveling
 EY0134.and adjusted by the  in 1992.
 EY0134.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EY0134.was located on a no-check spur therefore a value was not computed.
 EY0134.No vertical observational check was made to the station.
 EY0134
 EY0134.The geoid height was determined by GEOID03.
 EY0134
 EY0134.The dynamic height is computed by dividing the NAVD 88
 EY0134.geopotential number by the normal gravity value computed on the
 EY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0134.degrees latitude (g = 980.6199 gals.).
 EY0134
 EY0134.The modeled gravity was interpolated from observed gravity values.
 EY0134
 EY0134;                    North         East    Units  Estimated Accuracy
 EY0134;SPC NC       -   142,530.      854,710.      MT  (+/- 180 meters Scaled)
 EY0134
 EY0134                          SUPERSEDED SURVEY CONTROL
 EY0134
 EY0134  NGVD 29 (??/??/92)    1.073  (m)            3.52   (f) ADJ UNCH    3 0
 EY0134
 EY0134.Superseded values are not recommended for survey control.
 EY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0134.See file dsdata.txt to determine how the superseded data were derived.
 EY0134
 EY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD800743(NAD 83)
 EY0134_MARKER: Z = SEE DESCRIPTION
 EY0134_SETTING: 0 = UNSPECIFIED SETTING
 EY0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0134
 EY0134  HISTORY     - Date     Condition        Report By
 EY0134  HISTORY     - UNK      MONUMENTED       CGS
 EY0134  HISTORY     - 1947     GOOD             NGS
 EY0134  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EY0134  HISTORY     - 20030203 MARK NOT FOUND   USPSQD
 EY0134
 EY0134                          STATION DESCRIPTION
 EY0134
 EY0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EY0134'0.9 MI NW FROM ROE.
 EY0134'TO REACH FROM ROE, TRAVEL NORTHWEST 0.9 MILE VIA CEDAR ISLAND
 EY0134'ROAD TO MARK.  B.M. IS 32.7 FEET EAST OF CENTERLINE OF CEDAR
 EY0134'ISLAND ROAD, 15.3 FEET NORTH OF CENTERLINE OF ROAD RUNNING EAST,
 EY0134'25.8 FEET NORTHWEST OF A14 IN PINE TREE, 2.0 FEET WEST OF A WHITE
 EY0134'REFERENCE POST.
 EY0134
 EY0134                          STATION RECOVERY (1982)
 EY0134
 EY0134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY0134'CEDAR ISLAND ROAD HAS BEEN PAVED AND ROAD EAST HAS BEEN DITCHED ON
 EY0134'NORTH SIDE.
 EY0134
 EY0134                          STATION RECOVERY (2003)
 EY0134
 EY0134'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EY0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1160 ***********************************************************************
 EZ1160  DESIGNATION -  C 24
 EZ1160  PID         -  EZ1160
 EZ1160  STATE/COUNTY-  NC/CHATHAM
 EZ1160  USGS QUAD   -  GOLDSTON (1980)
 EZ1160
 EZ1160                         *CURRENT SURVEY CONTROL
 EZ1160  ___________________________________________________________________
 EZ1160* NAD 83(1986)-  35 35 33.     (N)    079 19 46.     (W)     SCALED    
 EZ1160* NAVD 88     -       129.081  (meters)     423.49   (feet)  ADJUSTED  
 EZ1160  ___________________________________________________________________
 EZ1160  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 EZ1160  DYNAMIC HT  -         128.972 (meters)     423.14  (feet)  COMP
 EZ1160  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 EZ1160
 EZ1160  VERT ORDER  -  SECOND    CLASS 0
 EZ1160
 EZ1160.The horizontal coordinates were scaled from a topographic map and have
 EZ1160.an estimated accuracy of +/- 6 seconds.
 EZ1160
 EZ1160.The orthometric height was determined by differential leveling
 EZ1160.and adjusted in June 1991.
 EZ1160
 EZ1160.The geoid height was determined by GEOID03.
 EZ1160
 EZ1160.The dynamic height is computed by dividing the NAVD 88
 EZ1160.geopotential number by the normal gravity value computed on the
 EZ1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1160.degrees latitude (g = 980.6199 gals.).
 EZ1160
 EZ1160.The modeled gravity was interpolated from observed gravity values.
 EZ1160
 EZ1160;                    North         East    Units  Estimated Accuracy
 EZ1160;SPC NC       -   204,440.      579,750.      MT  (+/- 180 meters Scaled)
 EZ1160
 EZ1160                          SUPERSEDED SURVEY CONTROL
 EZ1160
 EZ1160  NGVD 29 (05/07/91)  129.314  (m)          424.26   (f) ADJUSTED    2 0
 EZ1160
 EZ1160.Superseded values are not recommended for survey control.
 EZ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1160.See file dsdata.txt to determine how the superseded data were derived.
 EZ1160
 EZ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV513400(NAD 83)
 EZ1160_MARKER: DB = BENCH MARK DISK
 EZ1160_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EZ1160_SP_SET: BRICK WALL
 EZ1160_STAMPING: C 24 1918
 EZ1160_MARK LOGO: CGS   
 EZ1160_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1160+STABILITY: SURFACE MOTION
 EZ1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1160+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 EZ1160
 EZ1160  HISTORY     - Date     Condition        Report By
 EZ1160  HISTORY     - 1918     MONUMENTED       CGS
 EZ1160  HISTORY     - 1935     GOOD             NGS
 EZ1160  HISTORY     - 1982     GOOD             NCGS
 EZ1160  HISTORY     - 19890717 GOOD             NCGS
 EZ1160  HISTORY     - 20060315 GOOD             GEOCAC
 EZ1160
 EZ1160                          STATION DESCRIPTION
 EZ1160
 EZ1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1160'AT GOLDSTON.
 EZ1160'AT GOLDSTON, CHATHAM COUNTY, DIRECTLY OPPOSITE THE SOUTHERN
 EZ1160'RAILWAY STATION (FORMERLY THE ATLANTIC AND YADKIN RAILWAY), AT THE
 EZ1160'BRICK STORE OF E.C. STINSON, IN THE SOUTHEAST CORNER, AND 4
 EZ1160'FEET ABOVE THE SIDEWALK.
 EZ1160
 EZ1160                          STATION RECOVERY (1982)
 EZ1160
 EZ1160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EZ1160'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GOLDSTON,
 EZ1160'IN NORTHWEST QUADRANT OF THE INTERSECTION OF BELLVIEW STREET AND
 EZ1160'COLONIAL AVENUE, IN SOUTHEAST CORNER OF BRICK BUILDING HOUSING MILLER
 EZ1160'HEATING AND AIR CONDITIONING COMPANY.
 EZ1160'THE MARK IS 4 FT ABOVE SIDEWALK.
 EZ1160
 EZ1160                          STATION RECOVERY (1989)
 EZ1160
 EZ1160'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 EZ1160'RECOVERED AS DESCRIBED.
 EZ1160
 EZ1160                          STATION RECOVERY (2006)
 EZ1160
 EZ1160'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ1160'RECOVERED AS DESCRIBED. BUILDING OCCUPIED BY HVAC CONTRACTOR.
 EZ1160'HH2 GPS READING N35 35 33.7, W079 19 43.1, WITH POOR RECEPTION DUE TO
 EZ1160'SHIELDING BY BUILDING.
 EZ1160' 
 EZ1160' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0174 ***********************************************************************
 EY0174  DESIGNATION -  C 241
 EY0174  PID         -  EY0174
 EY0174  STATE/COUNTY-  NC/PAMLICO
 EY0174  USGS QUAD   -  JONES BAY (1993)
 EY0174
 EY0174                         *CURRENT SURVEY CONTROL
 EY0174  ___________________________________________________________________
 EY0174* NAD 83(1986)-  35 14 22.     (N)    076 35 44.     (W)     SCALED    
 EY0174* NAVD 88     -         0.553  (meters)       1.81   (feet)  ADJUSTED  
 EY0174  ___________________________________________________________________
 EY0174  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EY0174  DYNAMIC HT  -           0.552 (meters)       1.81  (feet)  COMP
 EY0174  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 EY0174
 EY0174  VERT ORDER  -  THIRD
 EY0174
 EY0174.The horizontal coordinates were scaled from a topographic map and have
 EY0174.an estimated accuracy of +/- 6 seconds.
 EY0174
 EY0174.The orthometric height was determined by differential leveling
 EY0174.and adjusted in June 1991.
 EY0174
 EY0174.The geoid height was determined by GEOID03.
 EY0174
 EY0174.The dynamic height is computed by dividing the NAVD 88
 EY0174.geopotential number by the normal gravity value computed on the
 EY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0174.degrees latitude (g = 980.6199 gals.).
 EY0174
 EY0174.The modeled gravity was interpolated from observed gravity values.
 EY0174
 EY0174;                    North         East    Units  Estimated Accuracy
 EY0174;SPC NC       -   167,870.      828,410.      MT  (+/- 180 meters Scaled)
 EY0174
 EY0174                          SUPERSEDED SURVEY CONTROL
 EY0174
 EY0174  NGVD 29 (??/??/92)    0.879  (m)            2.88   (f) ADJ UNCH    3 0
 EY0174
 EY0174.Superseded values are not recommended for survey control.
 EY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0174.See file dsdata.txt to determine how the superseded data were derived.
 EY0174
 EY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE548007(NAD 83)
 EY0174_MARKER: DB = BENCH MARK DISK
 EY0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0174_STAMPING: C 241 1947
 EY0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0174+STABILITY: SURFACE MOTION
 EY0174
 EY0174  HISTORY     - Date     Condition        Report By
 EY0174  HISTORY     - 1947     MONUMENTED       CGS
 EY0174  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0174
 EY0174                          STATION DESCRIPTION
 EY0174
 EY0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0174'13.6 MI NE FROM BAYBORO.
 EY0174'THE ROAD HAS BEEN WIDENED AND A NEW BRIDGE BUILT OVER THE STREAM.
 EY0174'THE AREA WAS PROBED WITH A MACHETTE AND SHOVEL BUT THE MARK
 EY0174'WAS NOT FOUND.  TO REACH FROM BAYBORO, TRAVEL VIA STATE HIGHWAY
 EY0174'304, 13.6 MILES TO MARK.  IT IS 19.7 FEET EAST OF THE CENTERLINE
 EY0174'OF STATE HIGHWAY 304, 11.5 FEET WEST OF CANAL, 2.0 FEET WEST
 EY0174'OF WHITE REFERENCE POST, AND 180.5 FEET NORTH OF NORTHEAST CORNER
 EY0174'OF BRIDGE ACROSS A SMALL STREAM.  A STANDARD DISK STAMPED,
 EY0174'C-241, 1947 SET IN THE TOP OF A 7 IN ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0193 ***********************************************************************
 EY0193  DESIGNATION -  C 242
 EY0193  PID         -  EY0193
 EY0193  STATE/COUNTY-  NC/BEAUFORT
 EY0193  USGS QUAD   -  EDWARD (1983)
 EY0193
 EY0193                         *CURRENT SURVEY CONTROL
 EY0193  ___________________________________________________________________
 EY0193* NAD 83(1986)-  35 19 48.     (N)    076 53 03.     (W)     SCALED    
 EY0193* NAVD 88     -        10.702  (meters)      35.11   (feet)  ADJUSTED  
 EY0193  ___________________________________________________________________
 EY0193  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 EY0193  DYNAMIC HT  -          10.692 (meters)      35.08  (feet)  COMP
 EY0193  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 EY0193
 EY0193  VERT ORDER  -  THIRD
 EY0193
 EY0193.The horizontal coordinates were scaled from a topographic map and have
 EY0193.an estimated accuracy of +/- 6 seconds.
 EY0193
 EY0193.The orthometric height was determined by differential leveling
 EY0193.and adjusted in June 1991.
 EY0193
 EY0193.The geoid height was determined by GEOID03.
 EY0193
 EY0193.The dynamic height is computed by dividing the NAVD 88
 EY0193.geopotential number by the normal gravity value computed on the
 EY0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0193.degrees latitude (g = 980.6199 gals.).
 EY0193
 EY0193.The modeled gravity was interpolated from observed gravity values.
 EY0193
 EY0193;                    North         East    Units  Estimated Accuracy
 EY0193;SPC NC       -   177,320.      801,930.      MT  (+/- 180 meters Scaled)
 EY0193
 EY0193                          SUPERSEDED SURVEY CONTROL
 EY0193
 EY0193  NGVD 29 (??/??/92)   11.027  (m)           36.18   (f) ADJ UNCH    3 0
 EY0193
 EY0193.Superseded values are not recommended for survey control.
 EY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0193.See file dsdata.txt to determine how the superseded data were derived.
 EY0193
 EY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE287112(NAD 83)
 EY0193_MARKER: DB = BENCH MARK DISK
 EY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0193_STAMPING: C 242 1947
 EY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0193+STABILITY: SURFACE MOTION
 EY0193
 EY0193  HISTORY     - Date     Condition        Report By
 EY0193  HISTORY     - 1947     MONUMENTED       CGS
 EY0193  HISTORY     - 1948     GOOD             NGS
 EY0193  HISTORY     - 1963     GOOD             NGS
 EY0193  HISTORY     - 19830101 MARK NOT FOUND   NCGS
 EY0193  HISTORY     - 19970222 MARK NOT FOUND   USPSQD
 EY0193
 EY0193                          STATION DESCRIPTION
 EY0193
 EY0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EY0193'7 MI NW FROM AURORA.
 EY0193'ORIGINAL DESCRIPTION IS ADEQUATE, NEW DESCRIPTION AS FOLLOWS--
 EY0193'TO REACH THE MARK FROM THE BANK AT AURORA, TRAVEL VIA STATE
 EY0193'HIGHWAY 33 FOR 7.0 MILES NORTHWEST TO MARK (0.85 MILE NORTHWEST
 EY0193'OF BRIDGE ACROSS DURHAM CREEK IN EDWARD).  IT IS 28.0 FEET WEST
 EY0193'OF CENTERLINE OF STATE HIGHWAY 33, 17.0 FEET SOUTH OF PRIVATE
 EY0193'DRIVEWAY, 2.0 FEET NORTH OF TELEPHONE POLE AND 1.5 FEET WEST
 EY0193'OF WHITE REFERENCE POST.  THE MARK IS A STANDARD DISK, STAMPED
 EY0193'C-242, 1947 SET IN THE TOP OF A 7 INCH ROUND CONCRETE MONUMENT,
 EY0193'PROJECTING 1 INCH ABOVE THE GROUND.  NOTE-- THE MARK IS 38 FEET
 EY0193'SOUTH OF A PRIVATE DRIVEWAY, NOT 17 FEET.  THE WITNESS POST IS
 EY0193'NOT IN PLACE.
 EY0193
 EY0193                          STATION RECOVERY (1963)
 EY0193
 EY0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0193'RECOVERED IN GOOD CONDITION.
 EY0193
 EY0193                          STATION RECOVERY (1983)
 EY0193
 EY0193'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY0193'STATION WAS SEARCHED FOR BUT NOT FOUND--DESCRIPTION IS INADEQUATE FOR
 EY0193'LOCATING THE MONUMENT.
 EY0193
 EY0193                          STATION RECOVERY (1997)
 EY0193
 EY0193'RECOVERY NOTE BY US POWER SQUADRON 1997
 EY0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0391 ***********************************************************************
 EY0391  DESIGNATION -  C 243
 EY0391  PID         -  EY0391
 EY0391  STATE/COUNTY-  NC/BEAUFORT
 EY0391  USGS QUAD   -  PINETOWN (1974)
 EY0391
 EY0391                         *CURRENT SURVEY CONTROL
 EY0391  ___________________________________________________________________
 EY0391* NAD 83(1986)-  35 35 58.     (N)    076 46 58.     (W)     SCALED    
 EY0391* NAVD 88     -         4.680  (meters)      15.35   (feet)  ADJUSTED  
 EY0391  ___________________________________________________________________
 EY0391  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 EY0391  DYNAMIC HT  -           4.676 (meters)      15.34  (feet)  COMP
 EY0391  MODELED GRAV-     979,771.9   (mgal)                       NAVD 88
 EY0391
 EY0391  VERT ORDER  -  THIRD
 EY0391
 EY0391.The horizontal coordinates were scaled from a topographic map and have
 EY0391.an estimated accuracy of +/- 6 seconds.
 EY0391
 EY0391.The orthometric height was determined by differential leveling
 EY0391.and adjusted in June 1991.
 EY0391
 EY0391.The geoid height was determined by GEOID03.
 EY0391
 EY0391.The dynamic height is computed by dividing the NAVD 88
 EY0391.geopotential number by the normal gravity value computed on the
 EY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0391.degrees latitude (g = 980.6199 gals.).
 EY0391
 EY0391.The modeled gravity was interpolated from observed gravity values.
 EY0391
 EY0391;                    North         East    Units  Estimated Accuracy
 EY0391;SPC NC       -   207,400.      810,480.      MT  (+/- 180 meters Scaled)
 EY0391
 EY0391                          SUPERSEDED SURVEY CONTROL
 EY0391
 EY0391  NGVD 29 (??/??/92)    5.008  (m)           16.43   (f) ADJ UNCH    3 0
 EY0391
 EY0391.Superseded values are not recommended for survey control.
 EY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0391.See file dsdata.txt to determine how the superseded data were derived.
 EY0391
 EY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE385409(NAD 83)
 EY0391_MARKER: DB = BENCH MARK DISK
 EY0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EY0391_SP_SET: MONUMENT
 EY0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY0391
 EY0391  HISTORY     - Date     Condition        Report By
 EY0391  HISTORY     - UNK      MONUMENTED       CGS
 EY0391  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0391  HISTORY     - 1972     MARK NOT FOUND   NGS
 EY0391
 EY0391                          STATION DESCRIPTION
 EY0391
 EY0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0391'2.4 MI E FROM ACRE STATION.
 EY0391'THE ROAD HAS BEEN WIDENED AND SURFACED.  THE MAIN ROAD HAS NO
 EY0391'BRIDGE AT THIS DATE.  THE DISTANCES PLACE THE MARK IN THE
 EY0391'SHOULDER OF THE PRESENT ROAD.  THE AREA WAS PROBED WITH A MACHETTE
 EY0391'BUT THE MARK WAS NOT FOUND.  ORIGINAL DESCRIPTION-- 2.4 MILES
 EY0391'EAST ALONG AN UNPAVED ROAD (PARALLELING RAILROAD) FROM ACRE
 EY0391'STATION, BEAUFORT COUNTY, AT TWO BRIDGES, 23.0 FEET SOUTH OF
 EY0391'THE CENTERLINE OF THE ROAD, 35 FEET SOUTHWEST OF THE SOUTHWEST
 EY0391'CORNER OF THE BRIDGE ON THE MAIN ROAD, 41 FEET SOUTH OF THE
 EY0391'SOUTHWEST CORNER OF THE BRIDGE CROSSING THE CANAL ON THE NORTH
 EY0391'SIDE OF THE ROAD, 11.5 FEET WEST OF THE CENTERLINE OF A DIRT ROAD
 EY0391'LEADING SOUTH, 2 FEET SOUTH OF A WITNESS POST, AND SET IN THE
 EY0391'TOP OF A 10-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 EY0391
 EY0391                          STATION RECOVERY (1972)
 EY0391
 EY0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EY0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0099 ***********************************************************************
 EY0099  DESIGNATION -  C 244
 EY0099  PID         -  EY0099
 EY0099  STATE/COUNTY-  NC/HYDE
 EY0099  USGS QUAD   -  SCRANTON (1974)
 EY0099
 EY0099                         *CURRENT SURVEY CONTROL
 EY0099  ___________________________________________________________________
 EY0099* NAD 83(1986)-  35 27 48.     (N)    076 24 58.     (W)     SCALED    
 EY0099* NAVD 88     -         0.476  (meters)       1.56   (feet)  ADJUSTED  
 EY0099  ___________________________________________________________________
 EY0099  GEOID HEIGHT-         -37.60  (meters)                     GEOID03
 EY0099  DYNAMIC HT  -           0.475 (meters)       1.56  (feet)  COMP
 EY0099  MODELED GRAV-     979,768.1   (mgal)                       NAVD 88
 EY0099
 EY0099  VERT ORDER  -  THIRD
 EY0099
 EY0099.The horizontal coordinates were scaled from a topographic map and have
 EY0099.an estimated accuracy of +/- 6 seconds.
 EY0099
 EY0099.The orthometric height was determined by differential leveling
 EY0099.and adjusted in June 1991.
 EY0099
 EY0099.The geoid height was determined by GEOID03.
 EY0099
 EY0099.The dynamic height is computed by dividing the NAVD 88
 EY0099.geopotential number by the normal gravity value computed on the
 EY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0099.degrees latitude (g = 980.6199 gals.).
 EY0099
 EY0099.The modeled gravity was interpolated from observed gravity values.
 EY0099
 EY0099;                    North         East    Units  Estimated Accuracy
 EY0099;SPC NC       -   193,110.      844,090.      MT  (+/- 180 meters Scaled)
 EY0099
 EY0099                          SUPERSEDED SURVEY CONTROL
 EY0099
 EY0099  NGVD 29 (??/??/92)    0.75   (m)            2.5    (f) COMPUTED    3 0
 EY0099
 EY0099.Superseded values are not recommended for survey control.
 EY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0099.See file dsdata.txt to determine how the superseded data were derived.
 EY0099
 EY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE715253(NAD 83)
 EY0099_MARKER: DB = BENCH MARK DISK
 EY0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0099_SP_SET: MONUMENT
 EY0099_STAMPING: C 244 1948
 EY0099_MARK LOGO: CGS   
 EY0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0099+STABILITY: SURFACE MOTION
 EY0099
 EY0099  HISTORY     - Date     Condition        Report By
 EY0099  HISTORY     - 1948     MONUMENTED       CGS
 EY0099  HISTORY     - 1963     MARK NOT FOUND   NGS
 EY0099  HISTORY     - 19820101 GOOD             NCGS
 EY0099
 EY0099                          STATION DESCRIPTION
 EY0099
 EY0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EY0099'3.5 MI E FROM SCRANTON.
 EY0099'THE ROAD HAS BEEN WIDENED AND THE REFERENCE OBJECTS CANNOT BE
 EY0099'IDENTIFIED AT THIS DATE.  3.5 MILES EAST FROM THE POST OFFICE
 EY0099'AT SCRANTON, HYDE COUNTY, ALONG U.S. HIGHWAY 264, 41.4 FEET SOUTH
 EY0099'OF THE CENTERLINE OF THE HIGHWAY, 91.8 FEET EAST OF TELEPHONE POLE
 EY0099'1766, 2.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF
 EY0099'A 10-INCH ROUND CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 EY0099
 EY0099                          STATION RECOVERY (1982)
 EY0099
 EY0099'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY0099'RECOVERED AS DESCRIBED. MARK IS ABOUT 2 FEET (0.6 M) LOWER THAN THE
 EY0099'HIGHWAY AND IS FLUSH WITH GROUND, 3.0 FT (0.9 M) NORTH OF A WITNESS
 EY0099'POST, AND 64.7 FT (19.7 M) SOUTH OF AN 18-INCH SWEETGUM WITH A
 EY0099'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0036 ***********************************************************************
 EX0036  DESIGNATION -  C 247
 EX0036  PID         -  EX0036
 EX0036  STATE/COUNTY-  NC/DARE
 EX0036  USGS QUAD   -  ENGELHARD NE (1980)
 EX0036
 EX0036                         *CURRENT SURVEY CONTROL
 EX0036  ___________________________________________________________________
 EX0036* NAD 83(1986)-  35 40 49.     (N)    075 46 48.     (W)     SCALED    
 EX0036* NAVD 88     -         1.447  (meters)       4.75   (feet)  ADJUSTED  
 EX0036  ___________________________________________________________________
 EX0036  GEOID HEIGHT-         -38.93  (meters)                     GEOID03
 EX0036  DYNAMIC HT  -           1.445 (meters)       4.74  (feet)  COMP
 EX0036  MODELED GRAV-     979,757.8   (mgal)                       NAVD 88
 EX0036
 EX0036  VERT ORDER  -  THIRD
 EX0036
 EX0036.The horizontal coordinates were scaled from a topographic map and have
 EX0036.an estimated accuracy of +/- 6 seconds.
 EX0036
 EX0036.The orthometric height was determined by differential leveling
 EX0036.and adjusted in June 1991.
 EX0036
 EX0036.The geoid height was determined by GEOID03.
 EX0036
 EX0036.The dynamic height is computed by dividing the NAVD 88
 EX0036.geopotential number by the normal gravity value computed on the
 EX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0036.degrees latitude (g = 980.6199 gals.).
 EX0036
 EX0036.The modeled gravity was interpolated from observed gravity values.
 EX0036
 EX0036;                    North         East    Units  Estimated Accuracy
 EX0036;SPC NC       -   218,860.      901,020.      MT  (+/- 180 meters Scaled)
 EX0036
 EX0036                          SUPERSEDED SURVEY CONTROL
 EX0036
 EX0036  NGVD 29 (??/??/92)    1.75   (m)            5.7    (f) COMPUTED    3 0
 EX0036
 EX0036.Superseded values are not recommended for survey control.
 EX0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0036.See file dsdata.txt to determine how the superseded data were derived.
 EX0036
 EX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE294487(NAD 83)
 EX0036_MARKER: DB = BENCH MARK DISK
 EX0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0036_STAMPING: C 247 1949
 EX0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0036+STABILITY: SURFACE MOTION
 EX0036
 EX0036  HISTORY     - Date     Condition        Report By
 EX0036  HISTORY     - 1949     MONUMENTED       CGS
 EX0036  HISTORY     - 1963     MARK NOT FOUND   NGS
 EX0036  HISTORY     - 1974     MARK NOT FOUND   NGS
 EX0036
 EX0036                          STATION DESCRIPTION
 EX0036
 EX0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EX0036'4.1 MI SW FROM STUMPY POINT.
 EX0036'6.45 MILES NORTHEAST ALONG U.S. HIGHWAY NO. 264 FROM PAINS CREEK
 EX0036'BRIDGE, 25.0 FEET WEST FROM THE CENTERLINE OF ROAD, 11.0 FEET
 EX0036'EAST FROM BANK OF CANAL WHICH PARALLELS HIGHWAY, AND 3.0 FEET
 EX0036'SOUTH OF A WITNESS POST, SET IN TOP OF A 10 INCH ROUND CONCRETE
 EX0036'MONUMENT PROJECTING 4 INCHES.  NOTE-- THE DESCRIPTION IS TOO
 EX0036'VAGUE FOR RECOVERY BY CONVENTIONAL METHODS AT THIS DATE.
 EX0036
 EX0036                          STATION RECOVERY (1974)
 EX0036
 EX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0295 ***********************************************************************
 EX0295  DESIGNATION -  C 248 RESET
 EX0295  PID         -  EX0295
 EX0295  STATE/COUNTY-  NC/DARE
 EX0295  USGS QUAD   -  BUFFALO CITY (1980)
 EX0295
 EX0295                         *CURRENT SURVEY CONTROL
 EX0295  ___________________________________________________________________
 EX0295* NAD 83(1986)-  35 52 16.     (N)    075 53 59.     (W)     SCALED    
 EX0295* NAVD 88     -         1.02   (meters)       3.3    (feet)  RESET     
 EX0295  ___________________________________________________________________
 EX0295  GEOID HEIGHT-         -38.96  (meters)                     GEOID03
 EX0295  VERT ORDER  -  THIRD
 EX0295
 EX0295.The horizontal coordinates were scaled from a topographic map and have
 EX0295.an estimated accuracy of +/- 6 seconds.
 EX0295
 EX0295.The orthometric height was computed from unverified reset data.
 EX0295.No vertical observational check was made to the station.
 EX0295
 EX0295.The geoid height was determined by GEOID03.
 EX0295
 EX0295;                    North         East    Units  Estimated Accuracy
 EX0295;SPC NC       -   239,670.      889,520.      MT  (+/- 180 meters Scaled)
 EX0295
 EX0295                          SUPERSEDED SURVEY CONTROL
 EX0295
 EX0295.No superseded survey control is available for this station.
 EX0295
 EX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE187700(NAD 83)
 EX0295_MARKER: DV = VERTICAL CONTROL DISK
 EX0295_SETTING: 0 = UNSPECIFIED SETTING
 EX0295_STAMPING: C 248 1977
 EX0295_MARK LOGO: NGS   
 EX0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0295
 EX0295  HISTORY     - Date     Condition        Report By
 EX0295  HISTORY     - 1977     MONUMENTED       RBNF
 EX0295  HISTORY     - 19780228 GOOD             NCDOT
 EX0295
 EX0295                          STATION DESCRIPTION
 EX0295
 EX0295'DESCRIBED BY 
NC DOT 1978
 EX0295'6.44 MILES (10.36 KM) WEST ALONG US 64 FROM US 264 INTERSECTION, 28
 EX0295'FEET (8.5 M) RIGHT OF CENTERLINE, 6 FEET (1.8 M) SOUTHEAST ON NORFOLK
 EX0295'CAROLINA TELEPHONE COMPANY PEDESTAL NO 201, 785 FEET (239.3 M) EAST
 EX0295'OF DRIVEWAY TO HUNTING LODGE ON THE SYBLE J ETHERIDGE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0097 ***********************************************************************
 EX0097  DESIGNATION -  C 249
 EX0097  PID         -  EX0097
 EX0097  STATE/COUNTY-  NC/DARE
 EX0097  USGS QUAD   -  MANTEO (1983)
 EX0097
 EX0097                         *CURRENT SURVEY CONTROL
 EX0097  ___________________________________________________________________
 EX0097* NAD 83(2001)-  35 55 22.21690(N)    075 40 43.44050(W)     ADJUSTED  
 EX0097* NAVD 88     -         3.666  (meters)      12.03   (feet)  ADJUSTED  
 EX0097  ___________________________________________________________________
 EX0097  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EX0097  GEOID HEIGHT-         -39.00  (meters)                     GEOID03
 EX0097  DYNAMIC HT  -           3.662 (meters)      12.01  (feet)  COMP
 EX0097  MODELED GRAV-     979,770.6   (mgal)                       NAVD 88
 EX0097
 EX0097  HORZ ORDER  -  SECOND
 EX0097  VERT ORDER  -  THIRD
 EX0097
 EX0097.The horizontal coordinates were established by classical geodetic methods
 EX0097.and adjusted by the National Geodetic Survey in August 2005.
 EX0097
 EX0097.The orthometric height was determined by differential leveling
 EX0097.and adjusted in May 2000.
 EX0097
 EX0097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0097
 EX0097.The geoid height was determined by GEOID03.
 EX0097
 EX0097.The dynamic height is computed by dividing the NAVD 88
 EX0097.geopotential number by the normal gravity value computed on the
 EX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0097.degrees latitude (g = 980.6199 gals.).
 EX0097
 EX0097.The modeled gravity was interpolated from observed gravity values.
 EX0097
 EX0097;                    North         East     Units Scale Factor Converg.
 EX0097;SPC NC       -   246,052.955   909,276.725   MT  0.99994107   +1 55 01.0
 EX0097;SPC NC       -   807,258.74  2,983,185.39   sFT  0.99994107   +1 55 01.0
 EX0097;UTM  18      - 3,975,602.909   438,767.379   MT  0.99964620   -0 23 53.6
 EX0097
 EX0097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0097!SPC NC       -   1.00000555  x   0.99994107  =   0.99994662
 EX0097!UTM  18      -   1.00000555  x   0.99964620  =   0.99965174
 EX0097
 EX0097:                Primary Azimuth Mark                     Grid Az
 EX0097:SPC NC       -  DARE HAVEN                               168 19 42.2
 EX0097:UTM  18      -  DARE HAVEN                               170 38 36.8
 EX0097
 EX0097|---------------------------------------------------------------------|
 EX0097| PID    Reference Object                     Distance      Geod. Az  |
 EX0097|                                                           dddmmss.s |
 EX0097| EX0575 DARE HAVEN                          APPROX. 1.0 KM 1701443.2 |
 EX0097|---------------------------------------------------------------------|
 EX0097
 EX0097                          SUPERSEDED SURVEY CONTROL
 EX0097
 EX0097  NAD 83(1986)-  35 55 22.23487(N)    075 40 43.45012(W) AD(       ) 2
 EX0097  NAD 27      -  35 55 21.62632(N)    075 40 44.82746(W) AD(       ) 2
 EX0097  NAVD 88 (06/15/91)    3.692  (m)           12.11   (f) UNKNOWN     3 0
 EX0097  NGVD 29 (??/??/92)    3.994  (m)           13.10   (f) ADJ UNCH    3 0
 EX0097
 EX0097.Superseded values are not recommended for survey control.
 EX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0097.See file dsdata.txt to determine how the superseded data were derived.
 EX0097
 EX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE3876775603(NAD 83)
 EX0097_MARKER: DB = BENCH MARK DISK
 EX0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0097_STAMPING: C 249 1949
 EX0097_MARK LOGO: CGS   
 EX0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 EX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0097+STABILITY: SURFACE MOTION
 EX0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0097+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1994
 EX0097
 EX0097  HISTORY     - Date     Condition        Report By
 EX0097  HISTORY     - 1974     MONUMENTED       CGS
 EX0097  HISTORY     - 1962     GOOD             NGS
 EX0097  HISTORY     - 1974     GOOD             NGS
 EX0097  HISTORY     - 1985     GOOD             LOCSUR
 EX0097  HISTORY     - 19850101 POOR             NCGS
 EX0097  HISTORY     - 19910525 GOOD             USPSQD
 EX0097  HISTORY     - 19910623 GOOD             USPSQD
 EX0097  HISTORY     - 19941220 GOOD             NCGS
 EX0097
 EX0097                          STATION DESCRIPTION
 EX0097
 EX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1974 (JWC)
 EX0097'C-249 IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN THE
 EX0097'VICINITY OF MANTEO, NORTH CAROLINA.
 EX0097'
 EX0097'C-249 IS LOCATED APPROXIMATELY 1.1 MILE NW OF MANTEO.  TO REACH
 EX0097'STATION FROM THE EAST END OF THE WILLIAM B. UMSTEAD BRIDGE OVER
 EX0097'CROATAN SOUND.  PROCEED EASTERLY ALONG U.S. 64 - U.S. 264 FOR 2.9
 EX0097'MILES TO STATION ON THE LEFT, IN A SHARP CURVE, ON THE PROLONGATED
 EX0097'C/L TANGENCY FROM THE NW.  AND 0.10 MILE NORTH OF INTERSECTION
 EX0097'WITH SR 1120.
 EX0097'
 EX0097'STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 EX0097'C-249 1949, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0097'WHICH IS PROJECTING 6 INCHES ABOVE THE GROUND.
 EX0097'
 EX0097'MARK IS 40.4 FT ENE OF C/L OF U.S. 64 - U.S. 264
 EX0097'
 EX0097'61.6 FT N OF NORTH END OF CONCRETE CULVERT UNDER PRIVATE DRIVE
 EX0097'
 EX0097'60.0 FT SSE OF TP 25 W/ALUMINUM REF. TAG
 EX0097'
 EX0097'24.0 FT NNW OF 15 IN PINE W/ALUMINUM REF. TAG
 EX0097'
 EX0097'19.3 FT SSW OF 6 IN PINE W/ALUMINUM REF. TAG
 EX0097
 EX0097                          STATION RECOVERY (1962)
 EX0097
 EX0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EX0097'1 MI N FROM MANTEO.
 EX0097'1.0 MILES NORTH ALONG STATE HIGHWAY NO. 345 FROM ITS INTERSECTION
 EX0097'WITH HIGHWAY STREET IN MANTEO, 39.2 FEET EAST OF THE CENTERLINE OF
 EX0097'HIGHWAY AT ABOUT THE MIDPOINT OF CURVE TO THE LEFT, 62.7 FEET
 EX0097'SOUTHEAST OF TELEPHONE POLE NO. W-GSC-37, 3.0 FEET EAST OF WEST
 EX0097'EDGE OF DITCH BANK, 3.3 FEET NORTH OF A WITNESS POST AND AT WEST
 EX0097'EDGE OF A GROUP OF PINES, SET IN TOP OF A 10 INCH ROUND CONCRETE
 EX0097'MONUMENT PROJECTING 4 INCHES.  NOTE-- THE MARK IS 1.0 FOOT NORTH
 EX0097'OF A CGS WITNESS SIGN.
 EX0097
 EX0097                          STATION RECOVERY (1974)
 EX0097
 EX0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 EX0097'RECOVERED IN GOOD CONDITION.
 EX0097
 EX0097                          STATION RECOVERY (1985)
 EX0097
 EX0097'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 EX0097'RECOVERED IN GOOD CONDITION.
 EX0097
 EX0097                          STATION RECOVERY (1985)
 EX0097
 EX0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0097'MARK HAS BEEN HIT AND IS LEANING, IT SHOULD BE USED WITH CAUTION. MARK
 EX0097'IS ALSO 17.37 M (56.99 FT) NORTH OF A CATCH BASIN, AND 10.97 M (35.99
 EX0097'FT) SOUTH OF A 18-INCH PINE WITH A REFERENCE TAG.
 EX0097
 EX0097                          STATION RECOVERY (1991)
 EX0097
 EX0097'RECOVERY NOTE BY US POWER SQUADRON 1991 (PEM)
 EX0097'RECOVERED IN GOOD CONDITION.
 EX0097
 EX0097                          STATION RECOVERY (1991)
 EX0097
 EX0097'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EX0097'RECOVERED IN GOOD CONDITION.
 EX0097
 EX0097                          STATION RECOVERY (1994)
 EX0097
 EX0097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 EX0097'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS
 EX0097'AND ADDITIONS. STATION DOES NOT APPEAR TO HAVE BEEN DISTURBED OR
 EX0097'DAMAGED, ALTHOUGH IT NOW PROJECTS 12-INCHES ABOVE THE GROUND. THE
 EX0097'CONCRETE ARREARS TO HAVE BEEN FORMED WITH A SLIGHT LEAN TO THE
 EX0097'SOUTH-SOUTHEAST ON THE TOP 8 INCHES. MARK IS ABOUT LEVEL WITH US
 EX0097'64/264, AND PROJECTS 12 INCHES ABOVE THE GROUND. LOCATED 40.0 FT (12.2
 EX0097'M) EAST-NORTHEAST OF THE CENTERLINE OF US 64/264, 82.0 FT (25.0 M)
 EX0097'NORTH-NORTHWEST OF THE CENTERLINE OF SR 1308-GARDEN DRIVE, 10.3 FT
 EX0097'(3.1 M) EAST-NORTHEAST OF THE CENTERLINE OF A ASPHALT BICYCLE
 EX0097'TRAIL--AND 84.3 FT (25.7 M) SOUTH-SOUTHEAST OF A TELEPHONE POLE
 EX0097'(NO.21), 24.8 FT (7.6 M) NORTH-NORTHWEST OF A 19-INCH PINE, 19.8 FT
 EX0097'(6.0 M) SOUTH-SOUTHWEST OF A 9-INCH PINE, 36.7 FT (11.2 M)
 EX0097'SOUTH-SOUTHEAST OF A 15-INCH PINE--ALL WITH REFERENCE TAGS. DELETE THE
 EX0097'CONCRETE CULVERT UNDER PRIVATE DRIVE FROM REFERENCES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0322 ***********************************************************************
 EY0322  DESIGNATION -  C 250
 EY0322  PID         -  EY0322
 EY0322  STATE/COUNTY-  NC/WASHINGTON
 EY0322  USGS QUAD   -  PLYMOUTH EAST (1974)
 EY0322
 EY0322                         *CURRENT SURVEY CONTROL
 EY0322  ___________________________________________________________________
 EY0322* NAD 83(1986)-  35 48 41.     (N)    076 44 04.     (W)     SCALED    
 EY0322* NAVD 88     -         9.775  (meters)      32.07   (feet)  ADJUSTED  
 EY0322  ___________________________________________________________________
 EY0322  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 EY0322  DYNAMIC HT  -           9.767 (meters)      32.04  (feet)  COMP
 EY0322  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 EY0322
 EY0322  VERT ORDER  -  THIRD
 EY0322
 EY0322.The horizontal coordinates were scaled from a topographic map and have
 EY0322.an estimated accuracy of +/- 6 seconds.
 EY0322
 EY0322.The orthometric height was determined by differential leveling
 EY0322.and adjusted in June 1991.
 EY0322
 EY0322.The geoid height was determined by GEOID03.
 EY0322
 EY0322.The dynamic height is computed by dividing the NAVD 88
 EY0322.geopotential number by the normal gravity value computed on the
 EY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0322.degrees latitude (g = 980.6199 gals.).
 EY0322
 EY0322.The modeled gravity was interpolated from observed gravity values.
 EY0322
 EY0322;                    North         East    Units  Estimated Accuracy
 EY0322;SPC NC       -   231,010.      814,320.      MT  (+/- 180 meters Scaled)
 EY0322
 EY0322                          SUPERSEDED SURVEY CONTROL
 EY0322
 EY0322  NGVD 29 (??/??/92)   10.116  (m)           33.19   (f) ADJ UNCH    3 0
 EY0322
 EY0322.Superseded values are not recommended for survey control.
 EY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0322.See file dsdata.txt to determine how the superseded data were derived.
 EY0322
 EY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE433644(NAD 83)
 EY0322_MARKER: DB = BENCH MARK DISK
 EY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0322_SP_SET: MONUMENT
 EY0322_STAMPING: C 250 1951
 EY0322_MARK LOGO: CGS   
 EY0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0322+STABILITY: SURFACE MOTION
 EY0322
 EY0322  HISTORY     - Date     Condition        Report By
 EY0322  HISTORY     - 1951     MONUMENTED       CGS
 EY0322  HISTORY     - 1963     GOOD             NGS
 EY0322  HISTORY     - 19850101 POOR             NCGS
 EY0322
 EY0322                          STATION DESCRIPTION
 EY0322
 EY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EY0322'3.5 MI S FROM PLYMOUTH.
 EY0322'LOCATED 3.5 MILES SOUTH OF R.R. STATION AT PLYMOUTH ALONG N.C.
 EY0322'HIGHWAY NO. 32, 35.1 FEET EAST OF CENTERLINE OF HIGHWAY, 96.1
 EY0322'FEET EAST OF POWER POLE NO. 8-56-10, AND 2.4 FEET WEST OF
 EY0322'WITNESS POST.  THE DISK WAS SET IN TOP OF A 10-INCH ROUND CONCRETE
 EY0322'MONUMENT PROJECTING 2 INCHES.  IT IS ON THE SAME GRADE AS THE
 EY0322'HIGHWAY.
 EY0322
 EY0322                          STATION RECOVERY (1963)
 EY0322
 EY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EY0322'RECOVERED IN GOOD CONDITION.
 EY0322
 EY0322                          STATION RECOVERY (1985)
 EY0322
 EY0322'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EY0322'RECOVERED AS DESCRIBED.   MARK IS 13.47 M (44.19 FT) EAST OF A
 EY0322'TELEPHONE PEDESTAL, 28.56 M (93.70 FT) WEST OF THE NORTHWEST CORNER OF
 EY0322'A DOUBLEWIDE MOBILE HOME, AND 25.42 M (83.40 FT) EAST OF A POWER POLE
 EY0322'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1519 ***********************************************************************
 FA1519  DESIGNATION -  C 251
 FA1519  PID         -  FA1519
 FA1519  STATE/COUNTY-  NC/LINCOLN
 FA1519  USGS QUAD   -  MAIDEN (1993)
 FA1519
 FA1519                         *CURRENT SURVEY CONTROL
 FA1519  ___________________________________________________________________
 FA1519* NAD 83(2001)-  35 32 17.17786(N)    081 12 32.01202(W)     ADJUSTED  
 FA1519* NAVD 88     -       255.836  (meters)     839.36   (feet)  ADJUSTED  
 FA1519  ___________________________________________________________________
 FA1519  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 FA1519  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 FA1519  DYNAMIC HT  -         255.595 (meters)     838.56  (feet)  COMP
 FA1519  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 FA1519
 FA1519  HORZ ORDER  -  SECOND
 FA1519  VERT ORDER  -  FIRST     CLASS II
 FA1519
 FA1519.The horizontal coordinates were established by classical geodetic methods
 FA1519.and adjusted by the National Geodetic Survey in August 2005.
 FA1519
 FA1519.The orthometric height was determined by differential leveling
 FA1519.and adjusted in June 1991.
 FA1519
 FA1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1519
 FA1519.The geoid height was determined by GEOID03.
 FA1519
 FA1519.The dynamic height is computed by dividing the NAVD 88
 FA1519.geopotential number by the normal gravity value computed on the
 FA1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1519.degrees latitude (g = 980.6199 gals.).
 FA1519
 FA1519.The modeled gravity was interpolated from observed gravity values.
 FA1519
 FA1519;                    North         East     Units Scale Factor Converg.
 FA1519;SPC NC       -   200,583.891   409,324.022   MT  0.99988504   -1 16 29.7
 FA1519;SPC NC       -   658,082.32  1,342,923.90   sFT  0.99988504   -1 16 29.7
 FA1519;UTM  17      - 3,932,739.579   481,063.854   MT  0.99960442   -0 07 17.1
 FA1519
 FA1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1519!SPC NC       -   0.99996482  x   0.99988504  =   0.99984987
 FA1519!UTM  17      -   0.99996482  x   0.99960442  =   0.99956926
 FA1519
 FA1519                          SUPERSEDED SURVEY CONTROL
 FA1519
 FA1519  NAD 83(1986)-  35 32 17.18801(N)    081 12 32.01572(W) AD(       ) 2
 FA1519  NGVD 29 (09/01/92)  255.82   (m)          839.3    (f) LEVELING    3  
 FA1519
 FA1519.Superseded values are not recommended for survey control.
 FA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1519.See file dsdata.txt to determine how the superseded data were derived.
 FA1519
 FA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8106432740(NAD 83)
 FA1519_MARKER: DB = BENCH MARK DISK
 FA1519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA1519_SP_SET: WHEEL GUARD
 FA1519_STAMPING: C 251 1982
 FA1519_MARK LOGO: NGS   
 FA1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA1519+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1999
 FA1519
 FA1519  HISTORY     - Date     Condition        Report By
 FA1519  HISTORY     - 1982     MONUMENTED       NGS
 FA1519  HISTORY     - 1987     GOOD             USPSQD
 FA1519  HISTORY     - 1989     GOOD             USPSQD
 FA1519  HISTORY     - 19950715 GOOD             USPSQD
 FA1519  HISTORY     - 19990308 GOOD             NCGS
 FA1519
 FA1519                          STATION DESCRIPTION
 FA1519
 FA1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FA1519'4.3 KM (2.7 MI) SOUTH FROM MAIDEN.
 FA1519'LOCATED ALONG US 321, 3.9 KM (2.4 MI) SOUTHWEST OF THE INTERSECTION
 FA1519'WITH SR 1810 IN MAIDEN, OR 8.4 KM (5.2 MI) NORTHEAST OF THE
 FA1519'INTERSECTION WITH NC 150 (MAIN STREET) IN LINCOLNTON, IN NORTH END OF
 FA1519'EAST WHEELGUARD DIRECTLY ATTACHED TO LARKARD CREEK BRIDGE ABUTMENT
 FA1519'EMBEDDED IN BEDROCK, AND 0.3 KM (0.2 MI) SOUTH OF INTERSECTION WITH SR
 FA1519'1342, 4.57 METERS (15.0 FT) EAST-SOUTHEAST OF CENTERLINE OF HIGHWAY
 FA1519'AND 0.52 METER (1.7 FT) SOUTHWEST OF NORTH END OF BRIDGE RAIL.
 FA1519'THE MARK IS 1 FT ABOVE HIGHWAY.
 FA1519
 FA1519                          STATION RECOVERY (1987)
 FA1519
 FA1519'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA1519'RECOVERED IN GOOD CONDITION.
 FA1519
 FA1519                          STATION RECOVERY (1989)
 FA1519
 FA1519'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA1519'RECOVERED IN GOOD CONDITION.
 FA1519
 FA1519                          STATION RECOVERY (1995)
 FA1519
 FA1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA1519'RECOVERED IN GOOD CONDITION.
 FA1519
 FA1519                          STATION RECOVERY (1999)
 FA1519
 FA1519'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA1519'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. STATION IS IN THE
 FA1519'NORTH END OF THE EAST WHEEL GUARD OF BRIDGE OVER LARKARD CREEK.
 FA1519'LOCATED 15.5 FT (4.7 M) EAST OF THE CENTERLINE OF NC 155-MAIDEN
 FA1519'HIGHWAY, AND 0.8 FT (24.4 CM) WEST OF CONCRETE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1471 ***********************************************************************
 EA1471  DESIGNATION -  C 252
 EA1471  PID         -  EA1471
 EA1471  STATE/COUNTY-  NC/ONSLOW
 EA1471  USGS QUAD   -  HUBERT (1988)
 EA1471
 EA1471                         *CURRENT SURVEY CONTROL
 EA1471  ___________________________________________________________________
 EA1471* NAD 83(1986)-  34 42 11.     (N)    077 09 08.     (W)     SCALED    
 EA1471* NAVD 88     -         9.744  (meters)      31.97   (feet)  ADJUSTED  
 EA1471  ___________________________________________________________________
 EA1471  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA1471  DYNAMIC HT  -           9.735 (meters)      31.94  (feet)  COMP
 EA1471  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EA1471
 EA1471  VERT ORDER  -  FIRST     CLASS II
 EA1471
 EA1471.The horizontal coordinates were scaled from a topographic map and have
 EA1471.an estimated accuracy of +/- 6 seconds.
 EA1471
 EA1471.The orthometric height was determined by differential leveling
 EA1471.and adjusted in June 1991.
 EA1471
 EA1471.The geoid height was determined by GEOID03.
 EA1471
 EA1471.The dynamic height is computed by dividing the NAVD 88
 EA1471.geopotential number by the normal gravity value computed on the
 EA1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1471.degrees latitude (g = 980.6199 gals.).
 EA1471
 EA1471.The modeled gravity was interpolated from observed gravity values.
 EA1471
 EA1471;                    North         East    Units  Estimated Accuracy
 EA1471;SPC NC       -   107,300.      778,870.      MT  (+/- 180 meters Scaled)
 EA1471
 EA1471                          SUPERSEDED SURVEY CONTROL
 EA1471
 EA1471.No superseded survey control is available for this station.
 EA1471
 EA1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD028422(NAD 83)
 EA1471_MARKER: I = METAL ROD
 EA1471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EA1471_SP_SET: STAINLESS STEEL ROD
 EA1471_STAMPING: C 252 1982
 EA1471_MARK LOGO: NCGS  
 EA1471_PROJECTION: FLUSH
 EA1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1471+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1997
 EA1471_ROD/PIPE-DEPTH: 15.2 meters
 EA1471
 EA1471  HISTORY     - Date     Condition        Report By
 EA1471  HISTORY     - 1982     MONUMENTED       NCGS
 EA1471  HISTORY     - 19910525 GOOD             USPSQD
 EA1471  HISTORY     - 19970521 GOOD             NCGS
 EA1471  HISTORY     - 19981003 GOOD             USPSQD
 EA1471
 EA1471                          STATION DESCRIPTION
 EA1471
 EA1471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1471'2.0 MI WNW FROM SWANSBORO.
 EA1471'2.0 MILES WEST ALONG NC 24 FROM SWANSBORO, IN YARD OF SWANSBORO HIGH
 EA1471'SCHOOL, AT EAST ENTRANCE TO SCHOOL YARD, PIPE IS SURROUNDED BY
 EA1471'CONCRETE WITH ALUMINUM IDENTIFICATION TAG IN CONCRETE, ACCESS TO DATUM
 EA1471'POINT IS THROUGH PLASTIC SCREW PLUG, 44.9 FEET NORTHEAST OF CENTERLINE
 EA1471'OF HIGHWAY, 54.9 FEET SOUTHEAST OF CENTERLINE OF EAST DRIVEWAY TO
 EA1471'SCHOOL, 112.2 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF EAST BRICK
 EA1471'ADDITION TO SCHOOL, 22.8 FEET EAST-NORTHEAST OF FIRE HYDRANT, 9.8 FEET
 EA1471'NORTHEAST OF FENCE, 14.3 FEET SOUTH-SOUTHEAST OF 30 INCH PECAN TREE,
 EA1471'14.1 EET NORTH-NORTHWEST OF 30-INCH PECAN TREE AND 16.9 FEET
 EA1471'NORTH-NORTHWEST OF TELEPHONE POLE (469) WITH PEDESTAL AND REFERENCE
 EA1471'TAG.
 EA1471'THE MARK IS 2 FT BELOW HIGHWAY.
 EA1471
 EA1471                          STATION RECOVERY (1991)
 EA1471
 EA1471'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAZ)
 EA1471'RECOVERED IN GOOD CONDITION.
 EA1471
 EA1471                          STATION RECOVERY (1997)
 EA1471
 EA1471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EA1471'STATION RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES.  THE
 EA1471'SCHOOL IN THE DESCRIPTION, IS NOW SWANSBORO MIDDLE SCHOOL, AND 13.1 FT
 EA1471'(4.0 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER 24WR58N.
 EA1471
 EA1471                          STATION RECOVERY (1998)
 EA1471
 EA1471'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1936 ***********************************************************************
 EZ1936  DESIGNATION -  C 252
 EZ1936  PID         -  EZ1936
 EZ1936  STATE/COUNTY-  NC/WAKE
 EZ1936  USGS QUAD   -  RALEIGH WEST (1988)
 EZ1936
 EZ1936                         *CURRENT SURVEY CONTROL
 EZ1936  ___________________________________________________________________
 EZ1936* NAD 83(1986)-  35 46 58.     (N)    078 38 30.     (W)     SCALED    
 EZ1936* NAVD 88     -       105.029  (meters)     344.58   (feet)  ADJUSTED  
 EZ1936  ___________________________________________________________________
 EZ1936  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 EZ1936  DYNAMIC HT  -         104.938 (meters)     344.28  (feet)  COMP
 EZ1936  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 EZ1936  OBS GRAVITY -     979,771.3   (mgal)                       GRAV_OBS
 EZ1936
 EZ1936  VERT ORDER  -  FIRST     CLASS II
 EZ1936
 EZ1936.The horizontal coordinates were scaled from a topographic map and have
 EZ1936.an estimated accuracy of +/- 6 seconds.
 EZ1936
 EZ1936.The orthometric height was determined by differential leveling
 EZ1936.and adjusted in June 1991.
 EZ1936
 EZ1936.The geoid height was determined by GEOID03.
 EZ1936
 EZ1936.The dynamic height is computed by dividing the NAVD 88
 EZ1936.geopotential number by the normal gravity value computed on the
 EZ1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1936.degrees latitude (g = 980.6199 gals.).
 EZ1936
 EZ1936.The modeled gravity was interpolated from observed gravity values.
 EZ1936.The observed gravity was obtained from relative gravimeter ties
 EZ1936.to the IGSN71 gravity network.
 EZ1936
 EZ1936;                    North         East    Units  Estimated Accuracy
 EZ1936;SPC NC       -   225,560.      642,000.      MT  (+/- 180 meters Scaled)
 EZ1936
 EZ1936                          SUPERSEDED SURVEY CONTROL
 EZ1936
 EZ1936  NGVD 29 (03/05/92)  105.312  (m)          345.51   (f) ADJUSTED    1 2
 EZ1936
 EZ1936.Superseded values are not recommended for survey control.
 EZ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1936.See file dsdata.txt to determine how the superseded data were derived.
 EZ1936
 EZ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV131624(NAD 83)
 EZ1936_MARKER: DB = BENCH MARK DISK
 EZ1936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EZ1936+WITH SETTING: PAVEMENT
 EZ1936_SP_SET: BUILDING FOUNDATION
 EZ1936_STAMPING: C 252 1978
 EZ1936_MARK LOGO: NGS   
 EZ1936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1936+STABILITY: SURFACE MOTION
 EZ1936
 EZ1936  HISTORY     - Date     Condition        Report By
 EZ1936  HISTORY     - 1978     MONUMENTED       NGS
 EZ1936  HISTORY     - 1980     GOOD             NCGS
 EZ1936  HISTORY     - 19911203 GOOD             NCGS
 EZ1936
 EZ1936                          STATION DESCRIPTION
 EZ1936
 EZ1936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1936'IN RALEIGH.
 EZ1936'ONE BLOCK NORTH ALONG SALISBURY STREET AND ONE BLOCK WEST ALONG
 EZ1936'JONES STREET FROM NORTHWEST CORNER OF STATE CAPITOL SQUARE, AT
 EZ1936'INTERSECTION OF WEST JONES STREET WITH NORTH MCDOWELL STREET,
 EZ1936'SET HORIZONTALLY IN THE FOUNDATION, IN AN INDENTATION, IN THE
 EZ1936'SOUTH FACE, AT THE MAIN ENTRANCE TO NORTH CAROLINA STATE--
 EZ1936'CASWELL BUILDING, AT 200 WEST JONES STREET, 53.0 FEET NORTH OF
 EZ1936'NORTH CURB OF JONES STREET, 77.0 FEET WEST OF WEST CURB OF
 EZ1936'MCDOWELL STREET, 54.0 FEET WEST OF SOUTHEAST CORNER OF BUILDING
 EZ1936'AND 7.0 FEET WEST OF CENTER OF MAIN DOORS TO BUILDING.
 EZ1936'THE MARK IS 3 FT ABOVE STREET.
 EZ1936
 EZ1936                          STATION RECOVERY (1991)
 EZ1936
 EZ1936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EZ1936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2597 ***********************************************************************
 FX2597  DESIGNATION -  C 254
 FX2597  PID         -  FX2597
 FX2597  STATE/COUNTY-  NC/CURRITUCK
 FX2597  USGS QUAD   -  CURRITUCK (1982)
 FX2597
 FX2597                         *CURRENT SURVEY CONTROL
 FX2597  ___________________________________________________________________
 FX2597* NAD 83(1986)-  36 23 28.     (N)    076 03 29.     (W)     SCALED    
 FX2597* NAVD 88     -         0.765  (meters)       2.51   (feet)  ADJUSTED  
 FX2597  ___________________________________________________________________
 FX2597  GEOID HEIGHT-         -38.07  (meters)                     GEOID03
 FX2597  DYNAMIC HT  -           0.764 (meters)       2.51  (feet)  COMP
 FX2597  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 FX2597
 FX2597  VERT ORDER  -  FIRST     CLASS II
 FX2597
 FX2597.The horizontal coordinates were scaled from a topographic map and have
 FX2597.an estimated accuracy of +/- 6 seconds.
 FX2597
 FX2597.The orthometric height was determined by differential leveling
 FX2597.and adjusted in June 1991.
 FX2597
 FX2597.The geoid height was determined by GEOID03.
 FX2597
 FX2597.The dynamic height is computed by dividing the NAVD 88
 FX2597.geopotential number by the normal gravity value computed on the
 FX2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2597.degrees latitude (g = 980.6199 gals.).
 FX2597
 FX2597.The modeled gravity was interpolated from observed gravity values.
 FX2597
 FX2597;                    North         East    Units  Estimated Accuracy
 FX2597;SPC NC       -   296,910.      873,520.      MT  (+/- 180 meters Scaled)
 FX2597
 FX2597                          SUPERSEDED SURVEY CONTROL
 FX2597
 FX2597  NGVD 29 (??/??/??)    1.047  (m)            3.44   (f) ADJUSTED    1 2
 FX2597
 FX2597.Superseded values are not recommended for survey control.
 FX2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2597.See file dsdata.txt to determine how the superseded data were derived.
 FX2597
 FX2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF051278(NAD 83)
 FX2597_MARKER: I = METAL ROD
 FX2597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FX2597_SP_SET: STAINLESS STEEL ROD
 FX2597_STAMPING: C 254 1981
 FX2597_MARK LOGO: NGS   
 FX2597_PROJECTION: FLUSH
 FX2597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2597+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 FX2597_ROD/PIPE-DEPTH: 14.6 meters
 FX2597
 FX2597  HISTORY     - Date     Condition        Report By
 FX2597  HISTORY     - 1981     MONUMENTED       NGS
 FX2597  HISTORY     - 20041215 GOOD             NCGS
 FX2597
 FX2597                          STATION DESCRIPTION
 FX2597
 FX2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FX2597'9.58 KM (5.95 MI) EAST FROM BELCROSS.
 FX2597'9.58 KILOMETERS (5.95 MILES) EAST ALONG U.S. HIGHWAY 158 FROM THE
 FX2597'CROSSING OF THE NORFOLK AND SOUTHERN RAILROAD IN BELCROSS, TO THE
 FX2597'JUNCTION OF A FARM ROAD LEADING NORTH AND THE MARK ON THE LEFT, ON THE
 FX2597'WEST SIDE OF THE WEST RAILROAD TIE CABLE GATE POST OF THE FARM ROAD,
 FX2597'19.56 METERS (62.5 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.09
 FX2597'METERS (20.0 FEET) WEST OF THE CENTER OF THE FARM ROAD, 0.60 METER
 FX2597'(2.0 FEET) WEST OF THE WEST RAILROAD TIE GATE POST.
 FX2597'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 FX2597'THE MARK IS 0.30 M BELOW HIGHWAY.
 FX2597
 FX2597                          STATION RECOVERY (2004)
 FX2597
 FX2597'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FX2597'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  NEW LATITUDE
 FX2597'(36-23-25.6) AND LONGITUDE (076-03-29.7) OBTAINED WITH HAND HELD
 FX2597'MAPPING GRADE GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0693 ***********************************************************************
 FW0693  TIDAL BM    -  This is a Tidal Bench Mark.
 FW0693  DESIGNATION -  C 255
 FW0693  PID         -  FW0693
 FW0693  STATE/COUNTY-  NC/DARE
 FW0693  USGS QUAD   -  JARVISBURG (1982)
 FW0693
 FW0693                         *CURRENT SURVEY CONTROL
 FW0693  ___________________________________________________________________
 FW0693* NAD 83(1986)-  36 10 56.     (N)    075 45 04.     (W)     SCALED    
 FW0693* NAVD 88     -         5.149  (meters)      16.89   (feet)  ADJUSTED  
 FW0693  ___________________________________________________________________
 FW0693  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 FW0693  DYNAMIC HT  -           5.144 (meters)      16.88  (feet)  COMP
 FW0693  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 FW0693
 FW0693  VERT ORDER  -  FIRST     CLASS II
 FW0693
 FW0693.The horizontal coordinates were scaled from a topographic map and have
 FW0693.an estimated accuracy of +/- 6 seconds.
 FW0693
 FW0693.The orthometric height was determined by differential leveling
 FW0693.and adjusted in June 1991.
 FW0693
 FW0693.This Tidal Bench Mark is designated as VM 13777
 FW0693.by the Center for Operational Oceanographic Products and Services.
 FW0693
 FW0693.The geoid height was determined by GEOID03.
 FW0693
 FW0693.The dynamic height is computed by dividing the NAVD 88
 FW0693.geopotential number by the normal gravity value computed on the
 FW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0693.degrees latitude (g = 980.6199 gals.).
 FW0693
 FW0693.The modeled gravity was interpolated from observed gravity values.
 FW0693
 FW0693;                    North         East    Units  Estimated Accuracy
 FW0693;SPC NC       -   274,600.      901,810.      MT  (+/- 180 meters Scaled)
 FW0693
 FW0693                          SUPERSEDED SURVEY CONTROL
 FW0693
 FW0693  NGVD 29 (??/??/??)    5.443  (m)           17.86   (f) ADJUSTED    1 2
 FW0693
 FW0693.Superseded values are not recommended for survey control.
 FW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0693.See file dsdata.txt to determine how the superseded data were derived.
 FW0693
 FW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF324044(NAD 83)
 FW0693_MARKER: I = METAL ROD
 FW0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0693_SP_SET: STAINLESS STEEL ROD
 FW0693_STAMPING: C 255 1981
 FW0693_MARK LOGO: NGS   
 FW0693_PROJECTION: FLUSH
 FW0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FW0693+STABILITY: POSITION/ELEVATION WELL
 FW0693_ROD/PIPE-DEPTH: 9.7  meters
 FW0693
 FW0693  HISTORY     - Date     Condition        Report By
 FW0693  HISTORY     - 1981     MONUMENTED       NGS
 FW0693  HISTORY     - 1983     GOOD             NCGS
 FW0693  HISTORY     - 1989     GOOD             USPSQD
 FW0693
 FW0693                          STATION DESCRIPTION
 FW0693
 FW0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 FW0693'IN DUCK.
 FW0693'IN DUCK, 1.6 KILOMETERS (1.0 MILE) NORTH ALONG COUNTY ROAD 1152 FROM
 FW0693'THE DUCK UNITED METHODIST CHURCH, THENCE 0.50 KILOMETER (0.3 MILE)
 FW0693'EAST ALONG A PAVED ACCESS ROAD FOR THE U.S. ARMY CORPS OF ENGINEERS
 FW0693'COASTAL RESEARCH CENTER, ON THE WEST SIDE OF THE LARGE METAL FLAG
 FW0693'POLE FOR THE RESEARCH CENTER BUILDING, 4.57 METERS (15.0 FEET)
 FW0693'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM CONCRETE ENTRANCE
 FW0693'STEP OF THE NORTH ENTRANCE STEPS OF THE BUILDING, 4.48 METERS (14.7
 FW0693'FEET) NORTHWEST OF THE NORTHWEST CORNER OF THE BOTTOM CONCRETE
 FW0693'ENTRANCE STEP OF THE SOUTH ENTRANCE STEPS OF THE BUILDING, 0.82 METER
 FW0693'(2.7 FEET) WEST OF THE FLAG POLE.
 FW0693'NOTE-THE ROD WAS DRIVEN TO REFUSAL AT 9.75 METERS (32.0 FEET).
 FW0693'THE MARK IS ABOVE LEVEL WITH PAVED ACCESS ROAD.
 FW0693
 FW0693                          STATION RECOVERY (1983)
 FW0693
 FW0693'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0693'RECOVERED IN GOOD CONDITION.
 FW0693
 FW0693                          STATION RECOVERY (1989)
 FW0693
 FW0693'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2272 ***********************************************************************
 FB2272  DESIGNATION -  C 256
 FB2272  PID         -  FB2272
 FB2272  STATE/COUNTY-  NC/JACKSON
 FB2272  USGS QUAD   -  GREENS CREEK (1978)
 FB2272
 FB2272                         *CURRENT SURVEY CONTROL
 FB2272  ___________________________________________________________________
 FB2272* NAD 83(1986)-  35 15 37.     (N)    083 18 12.     (W)     SCALED    
 FB2272* NAVD 88     -       926.902  (meters)    3041.01   (feet)  ADJUSTED  
 FB2272  ___________________________________________________________________
 FB2272  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 FB2272  DYNAMIC HT  -         925.921 (meters)    3037.79  (feet)  COMP
 FB2272  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 FB2272
 FB2272  VERT ORDER  -  FIRST     CLASS II
 FB2272
 FB2272.The horizontal coordinates were scaled from a topographic map and have
 FB2272.an estimated accuracy of +/- 6 seconds.
 FB2272
 FB2272.The orthometric height was determined by differential leveling
 FB2272.and adjusted in June 1991.
 FB2272
 FB2272.The geoid height was determined by GEOID03.
 FB2272
 FB2272.The dynamic height is computed by dividing the NAVD 88
 FB2272.geopotential number by the normal gravity value computed on the
 FB2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2272.degrees latitude (g = 980.6199 gals.).
 FB2272
 FB2272.The modeled gravity was interpolated from observed gravity values.
 FB2272
 FB2272;                    North         East    Units  Estimated Accuracy
 FB2272;SPC NC       -   176,020.      218,180.      MT  (+/- 180 meters Scaled)
 FB2272
 FB2272                          SUPERSEDED SURVEY CONTROL
 FB2272
 FB2272  NGVD 29 (12/12/91)  926.935  (m)         3041.12   (f) ADJUSTED    1 2
 FB2272
 FB2272.Superseded values are not recommended for survey control.
 FB2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2272.See file dsdata.txt to determine how the superseded data were derived.
 FB2272
 FB2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV904043(NAD 83)
 FB2272_MARKER: DB = BENCH MARK DISK
 FB2272_SETTING: 66 = SET IN ROCK OUTCROP
 FB2272_SP_SET: ROCK OUTCROP
 FB2272_STAMPING: C 256 1983
 FB2272_MARK LOGO: NGS   
 FB2272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2272+STABILITY: POSITION/ELEVATION WELL
 FB2272
 FB2272  HISTORY     - Date     Condition        Report By
 FB2272  HISTORY     - 1983     MONUMENTED       NGS
 FB2272  HISTORY     - 19940530 MARK NOT FOUND   USPSQD
 FB2272
 FB2272                          STATION DESCRIPTION
 FB2272
 FB2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2272'12.2 KM (7.6 MI) NE FROM FRANKLIN.
 FB2272'10.8 KM (6.75 MI) NORTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE
 FB2272'INTERSECTION OF U.S. HIGHWAY BUSINESS 441 ON THE EAST SIDE OF FRANKLIN
 FB2272'TO THE MARK ON THE LEFT, 12.6 METERS (41.5 FT) NORTH OF THE CENTERLINE
 FB2272'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 2.2 METERS (7.5 FT)
 FB2272'NORTH-NORTHEAST OF THE CENTER OF A CATCH BASIN.
 FB2272'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 FB2272'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2272
 FB2272                          STATION RECOVERY (1994)
 FB2272
 FB2272'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2247 ***********************************************************************
 FB2247  DESIGNATION -  C 257
 FB2247  PID         -  FB2247
 FB2247  STATE/COUNTY-  NC/MACON
 FB2247  USGS QUAD   -  PRENTISS (1978)
 FB2247
 FB2247                         *CURRENT SURVEY CONTROL
 FB2247  ___________________________________________________________________
 FB2247* NAD 83(1986)-  35 01 04.     (N)    083 23 05.     (W)     SCALED    
 FB2247* NAVD 88     -       653.745  (meters)    2144.83   (feet)  ADJUSTED  
 FB2247  ___________________________________________________________________
 FB2247  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FB2247  DYNAMIC HT  -         653.043 (meters)    2142.53  (feet)  COMP
 FB2247  MODELED GRAV-     979,537.8   (mgal)                       NAVD 88
 FB2247
 FB2247  VERT ORDER  -  FIRST     CLASS II
 FB2247
 FB2247.The horizontal coordinates were scaled from a topographic map and have
 FB2247.an estimated accuracy of +/- 6 seconds.
 FB2247
 FB2247.The orthometric height was determined by differential leveling
 FB2247.and adjusted in June 1991.
 FB2247
 FB2247.The geoid height was determined by GEOID03.
 FB2247
 FB2247.The dynamic height is computed by dividing the NAVD 88
 FB2247.geopotential number by the normal gravity value computed on the
 FB2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2247.degrees latitude (g = 980.6199 gals.).
 FB2247
 FB2247.The modeled gravity was interpolated from observed gravity values.
 FB2247
 FB2247;                    North         East    Units  Estimated Accuracy
 FB2247;SPC NC       -   149,470.      209,590.      MT  (+/- 180 meters Scaled)
 FB2247
 FB2247                          SUPERSEDED SURVEY CONTROL
 FB2247
 FB2247  NGVD 29 (12/12/91)  653.764  (m)         2144.89   (f) ADJUSTED    1 2
 FB2247
 FB2247.Superseded values are not recommended for survey control.
 FB2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2247.See file dsdata.txt to determine how the superseded data were derived.
 FB2247
 FB2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU824776(NAD 83)
 FB2247_MARKER: F = FLANGE-ENCASED ROD
 FB2247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2247_SP_SET: STAINLESS STEEL ROD
 FB2247_STAMPING: C 257 1982
 FB2247_MARK LOGO: NGS   
 FB2247_PROJECTION: FLUSH
 FB2247_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2247_ROD/PIPE-DEPTH: 3.6  meters
 FB2247
 FB2247  HISTORY     - Date     Condition        Report By
 FB2247  HISTORY     - 1982     MONUMENTED       NGS
 FB2247  HISTORY     - 19880101 GOOD             NCGS
 FB2247  HISTORY     - 20050524 SEE DESCRIPTION  NCGS
 FB2247
 FB2247                          STATION DESCRIPTION
 FB2247
 FB2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FB2247'4.3 KM (2.7 MI) SOUTH FROM OTTO.
 FB2247'4.3 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST
 FB2247'OFFICE IN OTTO TO THE MARK ON THE RIGHT, ALSO 5.0 KM (3.15 MI) NORTH
 FB2247'ALONG U.S. HIGHWAYS 23 AND 441 FROM THE POST OFFICE IN DILLARD, GA,
 FB2247'TO THE MARK ON THE LEFT, 15.2 METERS (50.0 FT) NORTHWEST OF THE
 FB2247'CENTERLINE OF THE HIGHWAY, 10.6 METERS (35.0 FT) SOUTHWEST OF THE
 FB2247'CENTER OF A DRIVEWAY, 9.9 METERS (32.5 FT) NORTHEAST OF A DRIVEWAY.
 FB2247'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 FB2247'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2247
 FB2247                          STATION RECOVERY (1988)
 FB2247
 FB2247'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FB2247'RECOVERED IN GOOD CONDITION.
 FB2247
 FB2247                          STATION RECOVERY (2005)
 FB2247
 FB2247'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (MDB)
 FB2247'THE STATION WAS NOT FOUND. INSUFFICIENT REFERENCES, PROBABLY DESTROYED
 FB2247'BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2317 ***********************************************************************
 FB2317  DESIGNATION -  C 258
 FB2317  PID         -  FB2317
 FB2317  STATE/COUNTY-  NC/SWAIN
 FB2317  USGS QUAD   -  BRYSON CITY (1978)
 FB2317
 FB2317                         *CURRENT SURVEY CONTROL
 FB2317  ___________________________________________________________________
 FB2317* NAD 83(1986)-  35 25 31.     (N)    083 25 04.     (W)     SCALED    
 FB2317* NAVD 88     -       608.799  (meters)    1997.37   (feet)  ADJUSTED  
 FB2317  ___________________________________________________________________
 FB2317  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 FB2317  DYNAMIC HT  -         608.171 (meters)    1995.31  (feet)  COMP
 FB2317  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 FB2317
 FB2317  VERT ORDER  -  FIRST     CLASS II
 FB2317
 FB2317.The horizontal coordinates were scaled from a topographic map and have
 FB2317.an estimated accuracy of +/- 6 seconds.
 FB2317
 FB2317.The orthometric height was determined by differential leveling
 FB2317.and adjusted in June 1991.
 FB2317
 FB2317.The geoid height was determined by GEOID03.
 FB2317
 FB2317.The dynamic height is computed by dividing the NAVD 88
 FB2317.geopotential number by the normal gravity value computed on the
 FB2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2317.degrees latitude (g = 980.6199 gals.).
 FB2317
 FB2317.The modeled gravity was interpolated from observed gravity values.
 FB2317
 FB2317;                    North         East    Units  Estimated Accuracy
 FB2317;SPC NC       -   194,760.      208,590.      MT  (+/- 180 meters Scaled)
 FB2317
 FB2317                          SUPERSEDED SURVEY CONTROL
 FB2317
 FB2317  NGVD 29 (12/12/91)  608.850  (m)         1997.54   (f) ADJUSTED    1 2
 FB2317
 FB2317.Superseded values are not recommended for survey control.
 FB2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2317.See file dsdata.txt to determine how the superseded data were derived.
 FB2317
 FB2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV805228(NAD 83)
 FB2317_MARKER: DB = BENCH MARK DISK
 FB2317_SETTING: 66 = SET IN ROCK OUTCROP
 FB2317_SP_SET: ROCK OUTCROP
 FB2317_STAMPING: C 258 1983
 FB2317_MARK LOGO: NGS   
 FB2317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FB2317+STABILITY: POSITION/ELEVATION WELL
 FB2317
 FB2317  HISTORY     - Date     Condition        Report By
 FB2317  HISTORY     - 1983     MONUMENTED       NGS
 FB2317
 FB2317                          STATION DESCRIPTION
 FB2317
 FB2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2317'5.9 KM (3.65 MI) SW FROM WHITTIER.
 FB2317'5.9 KM (3.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 19A SOUTH FROM THE
 FB2317'BRIDGE OVER THOMAS VALLEY ROAD AND RAILROAD IN THE SOUTH EDGE OF
 FB2317'WHITTIER, TO THE MARK ON THE RIGHT, 18.4 METERS (60.5 FT) NORTH OF THE
 FB2317'CENTERLINE OF U.S. HIGHWAY 19A SOUTHBOUND LANE.
 FB2317'THE MARK IS 3.0 METERS  E FROM A WITNESS POST.
 FB2317'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2354 ***********************************************************************
 FB2354  DESIGNATION -  C 259
 FB2354  PID         -  FB2354
 FB2354  STATE/COUNTY-  NC/GRAHAM
 FB2354  USGS QUAD   -  TUSKEEGEE (1987)
 FB2354
 FB2354                         *CURRENT SURVEY CONTROL
 FB2354  ___________________________________________________________________
 FB2354* NAD 83(1986)-  35 24 50.     (N)    083 43 27.     (W)     SCALED    
 FB2354* NAVD 88     -       615.693  (meters)    2019.99   (feet)  ADJUSTED  
 FB2354  ___________________________________________________________________
 FB2354  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 FB2354  DYNAMIC HT  -         615.052 (meters)    2017.88  (feet)  COMP
 FB2354  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 FB2354
 FB2354  VERT ORDER  -  FIRST     CLASS II
 FB2354
 FB2354.The horizontal coordinates were scaled from a topographic map and have
 FB2354.an estimated accuracy of +/- 6 seconds.
 FB2354
 FB2354.The orthometric height was determined by differential leveling
 FB2354.and adjusted in June 1991.
 FB2354
 FB2354.The geoid height was determined by GEOID03.
 FB2354
 FB2354.The dynamic height is computed by dividing the NAVD 88
 FB2354.geopotential number by the normal gravity value computed on the
 FB2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2354.degrees latitude (g = 980.6199 gals.).
 FB2354
 FB2354.The modeled gravity was interpolated from observed gravity values.
 FB2354
 FB2354;                    North         East    Units  Estimated Accuracy
 FB2354;SPC NC       -   194,780.      180,740.      MT  (+/- 180 meters Scaled)
 FB2354
 FB2354                          SUPERSEDED SURVEY CONTROL
 FB2354
 FB2354  NGVD 29 (12/12/91)  615.759  (m)         2020.20   (f) ADJUSTED    1 2
 FB2354
 FB2354.Superseded values are not recommended for survey control.
 FB2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2354.See file dsdata.txt to determine how the superseded data were derived.
 FB2354
 FB2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV526223(NAD 83)
 FB2354_MARKER: I = METAL ROD
 FB2354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FB2354_SP_SET: STAINLESS STEEL ROD
 FB2354_STAMPING: C 259 1983
 FB2354_MARK LOGO: NGS   
 FB2354_PROJECTION: FLUSH
 FB2354_MAGNETIC: I = MARKER IS A STEEL ROD
 FB2354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2354+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993
 FB2354_ROD/PIPE-DEPTH: 7.0  meters
 FB2354
 FB2354  HISTORY     - Date     Condition        Report By
 FB2354  HISTORY     - 1983     MONUMENTED       NGS
 FB2354  HISTORY     - 19890731 GOOD             NCGS
 FB2354  HISTORY     - 19931025 GOOD             NCGS
 FB2354
 FB2354                          STATION DESCRIPTION
 FB2354
 FB2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FB2354'0.6 KM (0.4 MI) NW FROM TUSKEEGEE.
 FB2354'0.6 KM (0.4 MI) NORTHWEST ALONG STATE HIGHWAY 28 FROM THE TUSKEEGEE
 FB2354'BAPTIST CHURCH IN TUSKEEGEE TO THE MARK ON THE RIGHT, AND ON THE
 FB2354'PROPERTY OF THE JOHNNY REB MOTOR LODGE, 10.82 METERS (35.5 FT) EAST OF
 FB2354'THE CENTERLINE OF THE HIGHWAY, 19.97 METERS (65.5 FT) NORTH-NORTHWEST
 FB2354'OF THE EAST WOODEN LEG OF A SIGN (JOHNNY REB CRAFTS - GIFTS OF
 FB2354'DISTINCTION), 18.77 METERS (61.6 FT) NORTHWEST OF THE NORTHWEST CORNER
 FB2354'OF A SPLIT LOG BUILDING FOR THE MOTEL OFFICE AND GIFT SHOP, 0.55 METER
 FB2354'(1.8 FT) SOUTH-SOUTHWEST OF UTILITY POLE 103-3.
 FB2354'THE MARK IS 0.30 M BELOW HIGHWAY.
 FB2354
 FB2354                          STATION RECOVERY (1989)
 FB2354
 FB2354'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB2354'MARK IS LOCATED 0.55 M (1.80 FT) SOUTH-SOUTHWEST OF UTILITY POLE 1-84
 FB2354'WITH REFERENCE TAG.
 FB2354
 FB2354                          STATION RECOVERY (1993)
 FB2354
 FB2354'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB2354'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 FB2354'ALONG NC 28 FOR 0.2 MI (0.3 KM) NORTH FROM SR 1242 TO THE JOHNNY REB
 FB2354'MOTOR LODGE AND STATION IN THE NORTHWEST CORNER OF LAWN.
 FB2354'LOCATED 20.5 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF PAVED DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2100 ***********************************************************************
 FY2100  DESIGNATION -  C 260
 FY2100  PID         -  FY2100
 FY2100  STATE/COUNTY-  NC/CASWELL
 FY2100  USGS QUAD   -  PARK SPRING (1994)
 FY2100
 FY2100                         *CURRENT SURVEY CONTROL
 FY2100  ___________________________________________________________________
 FY2100* NAD 83(1986)-  36 28 21.     (N)    079 29 51.     (W)     SCALED    
 FY2100* NAVD 88     -       210.665  (meters)     691.16   (feet)  ADJUSTED  
 FY2100  ___________________________________________________________________
 FY2100  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 FY2100  DYNAMIC HT  -         210.489 (meters)     690.58  (feet)  COMP
 FY2100  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 FY2100
 FY2100  VERT ORDER  -  FIRST     CLASS II
 FY2100
 FY2100.The horizontal coordinates were scaled from a topographic map and have
 FY2100.an estimated accuracy of +/- 6 seconds.
 FY2100
 FY2100.The orthometric height was determined by differential leveling
 FY2100.and adjusted in June 1991.
 FY2100
 FY2100.The geoid height was determined by GEOID03.
 FY2100
 FY2100.The dynamic height is computed by dividing the NAVD 88
 FY2100.geopotential number by the normal gravity value computed on the
 FY2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2100.degrees latitude (g = 980.6199 gals.).
 FY2100
 FY2100.The modeled gravity was interpolated from observed gravity values.
 FY2100
 FY2100;                    North         East    Units  Estimated Accuracy
 FY2100;SPC NC       -   302,140.      565,010.      MT  (+/- 180 meters Scaled)
 FY2100
 FY2100                          SUPERSEDED SURVEY CONTROL
 FY2100
 FY2100  NGVD 29 (03/05/92)  210.901  (m)          691.93   (f) ADJUSTED    1 2
 FY2100
 FY2100.Superseded values are not recommended for survey control.
 FY2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2100.See file dsdata.txt to determine how the superseded data were derived.
 FY2100
 FY2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA346374(NAD 83)
 FY2100_MARKER: I = METAL ROD
 FY2100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FY2100_SP_SET: STAINLESS STEEL ROD
 FY2100_STAMPING: C 260 1983
 FY2100_MARK LOGO: NGS   
 FY2100_PROJECTION: FLUSH
 FY2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY2100_ROD/PIPE-DEPTH: 4.9  meters
 FY2100
 FY2100  HISTORY     - Date     Condition        Report By
 FY2100  HISTORY     - 1983     MONUMENTED       NGS
 FY2100
 FY2100                          STATION DESCRIPTION
 FY2100
 FY2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FY2100'4.6 KM (2.85 MI) SOUTH FROM PELHAM.
 FY2100'4.6 KM (2.85 MI) SOUTH ALONG COUNTY ROAD 1353 FROM THE POST OFFICE IN
 FY2100'PELHAM TO A SIDE ROAD AND THE MARK ON THE RIGHT, 6.71 METERS (22.0 FT)
 FY2100'NORTH OF THE CENTERLINE OF THE ROAD, 10.97 METERS (36.0 FT) WEST OF
 FY2100'THE CENTER OF THE SIDE ROAD, 0.55 METER (1.8 FT) NORTH OF UTILITY POLE
 FY2100'81.
 FY2100'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0712 ***********************************************************************
 FW0712  DESIGNATION -  C 261
 FW0712  PID         -  FW0712
 FW0712  STATE/COUNTY-  NC/DARE
 FW0712  USGS QUAD   -  JARVISBURG (1982)
 FW0712
 FW0712                         *CURRENT SURVEY CONTROL
 FW0712  ___________________________________________________________________
 FW0712* NAD 83(1986)-  36 13 22.     (N)    075 46 15.     (W)     SCALED    
 FW0712* NAVD 88     -         1.057  (meters)       3.47   (feet)  ADJUSTED  
 FW0712  ___________________________________________________________________
 FW0712  GEOID HEIGHT-         -38.82  (meters)                     GEOID03
 FW0712  DYNAMIC HT  -           1.056 (meters)       3.46  (feet)  COMP
 FW0712  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 FW0712
 FW0712  VERT ORDER  -  FIRST     CLASS II
 FW0712
 FW0712.The horizontal coordinates were scaled from a topographic map and have
 FW0712.an estimated accuracy of +/- 6 seconds.
 FW0712
 FW0712.The orthometric height was determined by differential leveling
 FW0712.and adjusted in June 1991.
 FW0712
 FW0712.The geoid height was determined by GEOID03.
 FW0712
 FW0712.The dynamic height is computed by dividing the NAVD 88
 FW0712.geopotential number by the normal gravity value computed on the
 FW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0712.degrees latitude (g = 980.6199 gals.).
 FW0712
 FW0712.The modeled gravity was interpolated from observed gravity values.
 FW0712
 FW0712;                    North         East    Units  Estimated Accuracy
 FW0712;SPC NC       -   279,040.      899,890.      MT  (+/- 180 meters Scaled)
 FW0712
 FW0712                          SUPERSEDED SURVEY CONTROL
 FW0712
 FW0712.No superseded survey control is available for this station.
 FW0712
 FW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF307089(NAD 83)
 FW0712_MARKER: I = METAL ROD
 FW0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FW0712_SP_SET: STAINLESS STEEL ROD
 FW0712_STAMPING: C 261 1983
 FW0712_MARK LOGO: NGS   
 FW0712_PROJECTION: FLUSH
 FW0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FW0712_ROD/PIPE-DEPTH: 13.4 meters
 FW0712
 FW0712  HISTORY     - Date     Condition        Report By
 FW0712  HISTORY     - 1983     MONUMENTED       NCGS
 FW0712  HISTORY     - 1989     GOOD             USPSQD
 FW0712
 FW0712                          STATION DESCRIPTION
 FW0712
 FW0712'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0712'7.0 KM (4.3 MI) NNW FROM DUCK.
 FW0712'ALONG SR 1200, 6.4 KM (3.95 MILES) NORTH-NORTHWEST OF THE
 FW0712'UNITED METHODIST CHURCH IN DUCK, AT GATE TO THE OLD CAFFEY
 FW0712'INLET COAST GUARD STATION (NOW SANDERLING SALES OFFICE),
 FW0712'MARK IS 37.8 METERS (124.0 FEET) EAST OF CENTERLINE OF
 FW0712'SR 1200, 11.7 METERS (38.3 FEET) NORTHWEST OF NORTHWEST
 FW0712'CORNER OF BUILDING, 6.6 METERS (21.1 FEET) WEST OF
 FW0712'PROLONGATION OF FRONT (WEST) SIDE OF BUILDING, 0.7 METER
 FW0712'(2.4 FEET) NORTH OF WOODEN PICKET FENCE WITH TAG, AND
 FW0712'0.6 METER (2.0 FEET) WEST OF WOODEN WALKWAY TO BUILDING.
 FW0712'THE MARK IS ABOVE LEVEL WITH ROAD.
 FW0712
 FW0712                          STATION RECOVERY (1989)
 FW0712
 FW0712'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 FW0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0286 ***********************************************************************
 EA0286  DESIGNATION -  C 27
 EA0286  PID         -  EA0286
 EA0286  STATE/COUNTY-  NC/JONES
 EA0286  USGS QUAD   -  MAYSVILLE (1994)
 EA0286
 EA0286                         *CURRENT SURVEY CONTROL
 EA0286  ___________________________________________________________________
 EA0286* NAD 83(1986)-  34 54 24.     (N)    077 13 45.     (W)     SCALED    
 EA0286* NAVD 88     -        12.107  (meters)      39.72   (feet)  ADJUSTED  
 EA0286  ___________________________________________________________________
 EA0286  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA0286  DYNAMIC HT  -          12.096 (meters)      39.69  (feet)  COMP
 EA0286  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 EA0286
 EA0286  VERT ORDER  -  FIRST     CLASS I
 EA0286
 EA0286.The horizontal coordinates were scaled from a topographic map and have
 EA0286.an estimated accuracy of +/- 6 seconds.
 EA0286
 EA0286.The orthometric height was determined by differential leveling
 EA0286.and adjusted in June 1991.
 EA0286
 EA0286.The geoid height was determined by GEOID03.
 EA0286
 EA0286.The dynamic height is computed by dividing the NAVD 88
 EA0286.geopotential number by the normal gravity value computed on the
 EA0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0286.degrees latitude (g = 980.6199 gals.).
 EA0286
 EA0286.The modeled gravity was interpolated from observed gravity values.
 EA0286
 EA0286;                    North         East    Units  Estimated Accuracy
 EA0286;SPC NC       -   129,750.      771,410.      MT  (+/- 180 meters Scaled)
 EA0286
 EA0286                          SUPERSEDED SURVEY CONTROL
 EA0286
 EA0286  NGVD 29 (??/??/92)   12.428  (m)           40.77   (f) ADJ UNCH    1 1
 EA0286
 EA0286.Superseded values are not recommended for survey control.
 EA0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0286.See file dsdata.txt to determine how the superseded data were derived.
 EA0286
 EA0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD963649(NAD 83)
 EA0286_MARKER: DB = BENCH MARK DISK
 EA0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0286_STAMPING: C 27 1932
 EA0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0286+STABILITY: SURFACE MOTION
 EA0286
 EA0286  HISTORY     - Date     Condition        Report By
 EA0286  HISTORY     - 1932     MONUMENTED       CGS
 EA0286  HISTORY     - 1963     GOOD             NGS
 EA0286  HISTORY     - 1979     POOR             NCGS
 EA0286  HISTORY     - 19910906 POOR             USPSQD
 EA0286  HISTORY     - 20030130 MARK NOT FOUND   USPSQD
 EA0286
 EA0286                          STATION DESCRIPTION
 EA0286
 EA0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EA0286'AT MAYSVILLE.
 EA0286'AT MAYSVILLE, ABOUT 0.2 MILE NORTH ALONG THE ATLANTIC COAST LINE
 EA0286'RAILROAD FROM THE STATION, 46.0 FEET WEST OF THE WEST RAIL, 22
 EA0286'FEET EAST OF THE CENTER LINE OF DRIVE LEADING NORTH TO MAYSVILLE,
 EA0286'NORTH CAROLINA BOY SCOUT TROOP 209 HEADQUARTERS (FORMERLY A
 EA0286'CHURCH), 46 FEET EAST OF THE NORTHEAST CORNER OF BOY SCOUT
 EA0286'HEADQUARTERS, 136 FEET WEST OF AND ACROSS THE TRACKS FROM THE
 EA0286'CENTER LINE OF MATTOCKS STREET, ABOUT 2 FEET LOWER THAN THE
 EA0286'TRACKS, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EA0286
 EA0286                          STATION RECOVERY (1979)
 EA0286
 EA0286'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA0286'THIS MARK WAS FOUND AS DESCRIBED BUT IN POOR CONDITION.  ABOUT
 EA0286'HALF OF TOP OF POST FOUND BROKEN OFF.  THE DISK FOUND BATTERED ON
 EA0286'OUTER EDGE.  THE DISK IS SOLID AND COULD BE USED BY A LOCAL SURVEYOR
 EA0286'OR ENGINEER.  LEFT AS FOUND 6/79.
 EA0286
 EA0286                          STATION RECOVERY (1991)
 EA0286
 EA0286'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EA0286'MARK RECOVERED IN POOR CONDITION.
 EA0286
 EA0286                          STATION RECOVERY (2003)
 EA0286
 EA0286'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM)
 EA0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0500 ***********************************************************************
 EA0500  DESIGNATION -  C 28
 EA0500  PID         -  EA0500
 EA0500  STATE/COUNTY-  NC/NEW HANOVER
 EA0500  USGS QUAD   -  SCOTTS HILL (1970)
 EA0500
 EA0500                         *CURRENT SURVEY CONTROL
 EA0500  ___________________________________________________________________
 EA0500* NAD 83(1986)-  34 17 16.     (N)    077 48 14.     (W)     SCALED    
 EA0500* NAVD 88     -         8.493  (meters)      27.86   (feet)  POSTED    
 EA0500  ___________________________________________________________________
 EA0500  GEOID HEIGHT-         -37.08  (meters)                     GEOID03
 EA0500  DYNAMIC HT  -           8.480 (meters)      27.82  (feet)  COMP
 EA0500  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 EA0500
 EA0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EA0500
 EA0500.The horizontal coordinates were scaled from a topographic map and have
 EA0500.an estimated accuracy of +/- 6 seconds.
 EA0500
 EA0500.The orthometric height was determined by differential leveling
 EA0500.and adjusted by the  in 1992.
 EA0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EA0500.rate of 0.0 thru 1.0 mm/km.
 EA0500
 EA0500.The geoid height was determined by GEOID03.
 EA0500
 EA0500.The dynamic height is computed by dividing the NAVD 88
 EA0500.geopotential number by the normal gravity value computed on the
 EA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0500.degrees latitude (g = 980.6199 gals.).
 EA0500
 EA0500.The modeled gravity was interpolated from observed gravity values.
 EA0500
 EA0500;                    North         East    Units  Estimated Accuracy
 EA0500;SPC NC       -    60,320.      719,730.      MT  (+/- 180 meters Scaled)
 EA0500
 EA0500                          SUPERSEDED SURVEY CONTROL
 EA0500
 EA0500  NGVD 29 (??/??/92)    8.79   (m)           28.8    (f) COMPUTED    1 2
 EA0500
 EA0500.Superseded values are not recommended for survey control.
 EA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0500.See file dsdata.txt to determine how the superseded data were derived.
 EA0500
 EA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC419976(NAD 83)
 EA0500_MARKER: DD = SURVEY DISK
 EA0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA0500_SP_SET: CULVERT
 EA0500_STAMPING: C 28 1932
 EA0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA0500
 EA0500  HISTORY     - Date     Condition        Report By
 EA0500  HISTORY     - 1932     MONUMENTED       CGS
 EA0500  HISTORY     - 1963     MARK NOT FOUND   NGS
 EA0500  HISTORY     - 19960620 MARK NOT FOUND   USPSQD
 EA0500  HISTORY     - 20041128 MARK NOT FOUND   USPSQD
 EA0500
 EA0500                          STATION DESCRIPTION
 EA0500
 EA0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EA0500'3.2 MI S FROM SCOTTS HILL.
 EA0500'ON THE ATLANTIC COAST LINE RAILROAD, 1.1 MILES SOUTH OF THE
 EA0500'RAILROAD STOP KIRKLAND, 100 YARDS NORTH OF MILEPOST 9, 65 YARDS
 EA0500'EAST OF THE RAILROAD TRACK, IN THE NORTH END OF THE WEST HEADWALL
 EA0500'OF A CONCRETE BOX CULVERT ON U.S. HIGHWAY NO. 17.
 EA0500
 EA0500                          STATION RECOVERY (1963)
 EA0500
 EA0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EA0500'MARK NOT FOUND.
 EA0500
 EA0500                          STATION RECOVERY (1996)
 EA0500
 EA0500'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA0500'MARK NOT FOUND.
 EA0500
 EA0500                          STATION RECOVERY (2004)
 EA0500
 EA0500'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA0500'SEARCH WAS MADE IN THE AREA FO THE PLOTTED POSITION.  NO MARKER COULD
 EA0500'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0230 ***********************************************************************
 EB0230  DESIGNATION -  C 29
 EB0230  PID         -  EB0230
 EB0230  STATE/COUNTY-  NC/BRUNSWICK
 EB0230  USGS QUAD   -  LELAND (1984)
 EB0230
 EB0230                         *CURRENT SURVEY CONTROL
 EB0230  ___________________________________________________________________
 EB0230* NAD 83(1986)-  34 15 31.     (N)    078 04 56.     (W)     SCALED    
 EB0230* NAVD 88     -        20.189  (meters)      66.24   (feet)  ADJUSTED  
 EB0230  ___________________________________________________________________
 EB0230  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 EB0230  DYNAMIC HT  -          20.170 (meters)      66.17  (feet)  COMP
 EB0230  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 EB0230
 EB0230  VERT ORDER  -  FIRST     CLASS I
 EB0230
 EB0230.The horizontal coordinates were scaled from a topographic map and have
 EB0230.an estimated accuracy of +/- 6 seconds.
 EB0230
 EB0230.The orthometric height was determined by differential leveling
 EB0230.and adjusted in June 1991.
 EB0230
 EB0230.The geoid height was determined by GEOID03.
 EB0230
 EB0230.The dynamic height is computed by dividing the NAVD 88
 EB0230.geopotential number by the normal gravity value computed on the
 EB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0230.degrees latitude (g = 980.6199 gals.).
 EB0230
 EB0230.The modeled gravity was interpolated from observed gravity values.
 EB0230
 EB0230;                    North         East    Units  Estimated Accuracy
 EB0230;SPC NC       -    56,810.      694,130.      MT  (+/- 180 meters Scaled)
 EB0230
 EB0230                          SUPERSEDED SURVEY CONTROL
 EB0230
 EB0230  NGVD 29 (10/06/93)   20.495  (m)           67.24   (f) ADJUSTED    1 1
 EB0230
 EB0230.Superseded values are not recommended for survey control.
 EB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0230.See file dsdata.txt to determine how the superseded data were derived.
 EB0230
 EB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT686946(NAD 83)
 EB0230_MARKER: DB = BENCH MARK DISK
 EB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0230_STAMPING: 66.814 C 29 1932
 EB0230_PROJECTION: PROJECTING 5 CENTIMETERS
 EB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0230+STABILITY: SURFACE MOTION
 EB0230
 EB0230  HISTORY     - Date     Condition        Report By
 EB0230  HISTORY     - 1932     MONUMENTED       CGS
 EB0230  HISTORY     - 1968     GOOD             NGS
 EB0230  HISTORY     - 1979     SEE DESCRIPTION  NCGS
 EB0230  HISTORY     - 19930201 MARK NOT FOUND   SCGS
 EB0230  HISTORY     - 20010701 MARK NOT FOUND   USPSQD
 EB0230  HISTORY     - 20041127 MARK NOT FOUND   USPSQD
 EB0230
 EB0230                          STATION DESCRIPTION
 EB0230
 EB0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EB0230'2.2 MI W FROM LELAND.
 EB0230'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 74-76 FROM THE LELAND
 EB0230'HIGH SCHOOL, AND ALONG THE ATLANTIC COAST LINE RAILROAD, 0.15 MILE
 EB0230'SOUTHEAST OF MILEPOST C254, 0.25 MILE SOUTHEAST OF A SAND ROAD
 EB0230'CROSSING, ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 EB0230'EXTENDING NORTHWEST AND EAST, AT A POINT WHERE POWER LINE CROSSES
 EB0230'OVER THE HIGHWAY, 200 FEET WEST OF A SMALL ROADSIDE PARK,
 EB0230'81 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY (FUTURE EASTBOUND
 EB0230'LANE), 34 FEET NORTHEAST OF THE NORTHEAST RAIL, 21 FEET
 EB0230'NORTHEAST OF A CONCRETE WHISTLE POST, 1.5 FEET NORTHWEST OF A
 EB0230'CREOSOTE WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND
 EB0230'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES FROM A
 EB0230'SLIGHT RISE OR KNOLL.  NOTE-- NORTHWEST AND NORTHEAST EDGES OF
 EB0230'THE CONCRETE MONUMENT ARE SLIGHTLY CHIPPED.
 EB0230
 EB0230                          STATION RECOVERY (1979)
 EB0230
 EB0230'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0230'CONCRETE POST CHIPPED ON NORTHEAST AND SOUTHWEST CORNERS.  DISK IS
 EB0230'SOLID AND OK.  3.85 MILES EAST ALONG U.S. 74 AND U.S. 76 FROM THE
 EB0230'INTERSECTION WITH N.C. 87 AT MACO, APPROXIMATELY 200 FEET WEST OF
 EB0230'A PITCH-IN LITTER BOX AND PICNIC TABLE, AND 0.45 MILE WEST OF
 EB0230'INTERSECTION WITH SR 1494 (NORTH), 81.0 FEET SOUTH-SOUTHWEST OF
 EB0230'CENTERLINE OF EASTBOUND LANES, 34.0 FEET NORTH-NORTHEAST OF
 EB0230'NORTHEAST RAIL OF RAILROAD, 21.0 FEET NORTHEAST OF A CONCRETE
 EB0230'WHISTLE POST, 5.5 FEET SOUTHEAST OF 6 INCH PINE WITH REFERENCE
 EB0230'TAG AND 7.1 FEET NORTHEAST OF 8 INCH PINE WITH REFERENCE TAG.
 EB0230'THE MARK IS 1.1 FT  W FROM A WITNESS POST.
 EB0230'THE MARK IS 1 FT BELOW HIGHWAY.
 EB0230
 EB0230                          STATION RECOVERY (1993)
 EB0230
 EB0230'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1993 (DDW)
 EB0230'MARK NOT FOUND.
 EB0230
 EB0230                          STATION RECOVERY (2001)
 EB0230
 EB0230'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB0230'SEARCHED N SIDE OF N RAIL.  NO SIGN OF WP OR RM.
 EB0230
 EB0230                          STATION RECOVERY (2004)
 EB0230
 EB0230'RECOVERY NOTE BY US POWER SQUADRON 2004
 EB0230'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 EB0230'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0447 ***********************************************************************
 EB0447  DESIGNATION -  C 30
 EB0447  PID         -  EB0447
 EB0447  STATE/COUNTY-  NC/COLUMBUS
 EB0447  USGS QUAD   -  CHADBOURN (1986)
 EB0447
 EB0447                         *CURRENT SURVEY CONTROL
 EB0447  ___________________________________________________________________
 EB0447* NAD 83(2001)-  34 19 23.42411(N)    078 49 27.88581(W)     ADJUSTED  
 EB0447* NAVD 88     -        32.502  (meters)     106.63   (feet)  ADJUSTED  
 EB0447  ___________________________________________________________________
 EB0447  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 EB0447  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 EB0447  DYNAMIC HT  -          32.470 (meters)     106.53  (feet)  COMP
 EB0447  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EB0447
 EB0447  HORZ ORDER  -  SECOND
 EB0447  VERT ORDER  -  FIRST     CLASS I
 EB0447
 EB0447.The horizontal coordinates were established by classical geodetic methods
 EB0447.and adjusted by the National Geodetic Survey in August 2005.
 EB0447
 EB0447.The orthometric height was determined by differential leveling
 EB0447.and adjusted in June 1991.
 EB0447
 EB0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0447
 EB0447.The geoid height was determined by GEOID03.
 EB0447
 EB0447.The dynamic height is computed by dividing the NAVD 88
 EB0447.geopotential number by the normal gravity value computed on the
 EB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0447.degrees latitude (g = 980.6199 gals.).
 EB0447
 EB0447.The modeled gravity was interpolated from observed gravity values.
 EB0447
 EB0447;                    North         East     Units Scale Factor Converg.
 EB0447;SPC NC       -    63,598.754   625,761.161   MT  1.00000283   +0 06 04.8
 EB0447;SPC NC       -   208,656.91  2,053,018.08   sFT  1.00000283   +0 06 04.8
 EB0447;UTM  17      - 3,800,133.160   700,164.384   MT  1.00009389   +1 13 37.7
 EB0447
 EB0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0447!SPC NC       -   1.00000029  x   1.00000283  =   1.00000312
 EB0447!UTM  17      -   1.00000029  x   1.00009389  =   1.00009418
 EB0447
 EB0447                          SUPERSEDED SURVEY CONTROL
 EB0447
 EB0447  NAD 83(1986)-  34 19 23.42361(N)    078 49 27.89013(W) AD(       ) 2
 EB0447  NAD 27      -  34 19 22.81936(N)    078 49 28.81175(W) AD(       ) 2
 EB0447  NGVD 29 (10/06/93)   32.807  (m)          107.63   (f) ADJUSTED    1 1
 EB0447
 EB0447.Superseded values are not recommended for survey control.
 EB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0447.See file dsdata.txt to determine how the superseded data were derived.
 EB0447
 EB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU0016400133(NAD 83)
 EB0447_MARKER: DB = BENCH MARK DISK
 EB0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EB0447_SP_SET: FOUNDATION
 EB0447_STAMPING: 107.431 C 30 1932
 EB0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EB0447
 EB0447  HISTORY     - Date     Condition        Report By
 EB0447  HISTORY     - 1971     MONUMENTED       CGS
 EB0447  HISTORY     - 1963     GOOD             NGS
 EB0447  HISTORY     - 1979     GOOD             NCGS
 EB0447  HISTORY     - 1979     GOOD             NCGS
 EB0447  HISTORY     - 1979     GOOD             NGS
 EB0447
 EB0447                          STATION DESCRIPTION
 EB0447
 EB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1971
 EB0447'AT CHADBOURN, AT THE CITY WATER TANK, ABOUT 125 YARDS NORTH
 EB0447'OF ATLANTIC COAST LINE RAILROAD STATION, 168 FEET SOUTHEAST OF
 EB0447'CENTER LINE OF NORTH WILSON STREET, 1 FOOT NORTHEAST OF SOUTH
 EB0447'CORNER OF BASE, ABOUT 1/2 FOOT ABOVE LEVEL OF GROUND, AND SET
 EB0447'ON TOP OF SOUTHWEST CONCRETE BASE SUPPORTING TANK LEG.
 EB0447
 EB0447                          STATION RECOVERY (1963)
 EB0447
 EB0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EB0447'AT CHADBOURN.
 EB0447'AT CHADBOURN, AT THE CITY WATER TANK, ABOUT 125 YARDS NORTH OF
 EB0447'ATLANTIC COAST LINE RAILROAD STATION, 168 FEET SOUTHEAST OF
 EB0447'CENTER LINE OF NORTH WILSON STREET, 1 FOOT NORTHEAST OF SOUTH
 EB0447'CORNER OF BASE, ABOUT 1/2 FOOT ABOVE LEVEL OF GROUND, AND SET
 EB0447'ON TOP OF SOUTHWEST CONCRETE BASE SUPPORTING TANK LEG.
 EB0447
 EB0447                          STATION RECOVERY (1979)
 EB0447
 EB0447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EB0447'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EB0447
 EB0447                          STATION RECOVERY (1979)
 EB0447
 EB0447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EB0447'RECOVERED IN GOOD CONDITION.
 EB0447
 EB0447                          STATION RECOVERY (1979)
 EB0447
 EB0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 EB0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0709 ***********************************************************************
 EB0709  DESIGNATION -  C 31
 EB0709  PID         -  EB0709
 EB0709  STATE/COUNTY-  NC/ROBESON
 EB0709  USGS QUAD   -  SAINT PAULS (1986)
 EB0709
 EB0709                         *CURRENT SURVEY CONTROL
 EB0709  ___________________________________________________________________
 EB0709* NAD 83(1986)-  34 50 19.     (N)    078 57 40.     (W)     SCALED    
 EB0709* NAVD 88     -        52.959  (meters)     173.75   (feet)  ADJUSTED  
 EB0709  ___________________________________________________________________
 EB0709  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 EB0709  DYNAMIC HT  -          52.909 (meters)     173.59  (feet)  COMP
 EB0709  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 EB0709
 EB0709  VERT ORDER  -  SECOND    CLASS 0
 EB0709
 EB0709.The horizontal coordinates were scaled from a topographic map and have
 EB0709.an estimated accuracy of +/- 6 seconds.
 EB0709
 EB0709.The orthometric height was determined by differential leveling
 EB0709.and adjusted in June 1991.
 EB0709
 EB0709.The geoid height was determined by GEOID03.
 EB0709
 EB0709.The dynamic height is computed by dividing the NAVD 88
 EB0709.geopotential number by the normal gravity value computed on the
 EB0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0709.degrees latitude (g = 980.6199 gals.).
 EB0709
 EB0709.The modeled gravity was interpolated from observed gravity values.
 EB0709
 EB0709;                    North         East    Units  Estimated Accuracy
 EB0709;SPC NC       -   120,760.      613,160.      MT  (+/- 180 meters Scaled)
 EB0709
 EB0709                          SUPERSEDED SURVEY CONTROL
 EB0709
 EB0709  NGVD 29 (??/??/92)   53.239  (m)          174.67   (f) ADJ UNCH    2 0
 EB0709
 EB0709.Superseded values are not recommended for survey control.
 EB0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0709.See file dsdata.txt to determine how the superseded data were derived.
 EB0709
 EB0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU864570(NAD 83)
 EB0709_MARKER: DB = BENCH MARK DISK
 EB0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0709_STAMPING: C 31 1932
 EB0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0709+STABILITY: SURFACE MOTION
 EB0709
 EB0709  HISTORY     - Date     Condition        Report By
 EB0709  HISTORY     - 1932     MONUMENTED       CGS
 EB0709  HISTORY     - 1962     GOOD             NGS
 EB0709  HISTORY     - 1972     MARK NOT FOUND   NGS
 EB0709
 EB0709                          STATION DESCRIPTION
 EB0709
 EB0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EB0709'2.2 MI N FROM ST PAULS.
 EB0709'2.2 MILES NORTH ALONG THE VIRGINIA AND CAROLINA SOUTHERN RAILROAD
 EB0709'FROM ST. PAULS, ROBESON COUNTY, AT OAKLAND, 10 FEET SOUTH OF A
 EB0709'POINT ABOUT 35 FEET WEST OF THE SOUTH END OF THE WAITING SHED,
 EB0709'90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE V.M. PATE
 EB0709'RESIDENCE, 60 FEET SOUTH OF THE CENTER OF A FARM-ROAD CROSSING,
 EB0709'15.4 FEET EAST OF THE EAST RAIL, 35.1 FEET WEST OF THE CENTERLINE
 EB0709'OF A ROAD PARALLELING THE TRACK, AND SET IN THE TOP OF A CONCRETE
 EB0709'POST.
 EB0709
 EB0709                          STATION RECOVERY (1972)
 EB0709
 EB0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EB0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0133 ***********************************************************************
 EZ0133  DESIGNATION -  C 32
 EZ0133  PID         -  EZ0133
 EZ0133  STATE/COUNTY-  NC/DUPLIN
 EZ0133  USGS QUAD   -  WARSAW NORTH (1977)
 EZ0133
 EZ0133                         *CURRENT SURVEY CONTROL
 EZ0133  ___________________________________________________________________
 EZ0133* NAD 83(1986)-  35 01 46.     (N)    078 06 18.     (W)     SCALED    
 EZ0133* NAVD 88     -        43.336  (meters)     142.18   (feet)  ADJUSTED  
 EZ0133  ___________________________________________________________________
 EZ0133  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 EZ0133  DYNAMIC HT  -          43.296 (meters)     142.05  (feet)  COMP
 EZ0133  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 EZ0133
 EZ0133  VERT ORDER  -  SECOND    CLASS 0
 EZ0133
 EZ0133.The horizontal coordinates were scaled from a topographic map and have
 EZ0133.an estimated accuracy of +/- 6 seconds.
 EZ0133
 EZ0133.The orthometric height was determined by differential leveling
 EZ0133.and adjusted in June 1991.
 EZ0133
 EZ0133.The geoid height was determined by GEOID03.
 EZ0133
 EZ0133.The dynamic height is computed by dividing the NAVD 88
 EZ0133.geopotential number by the normal gravity value computed on the
 EZ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0133.degrees latitude (g = 980.6199 gals.).
 EZ0133
 EZ0133.The modeled gravity was interpolated from observed gravity values.
 EZ0133
 EZ0133;                    North         East    Units  Estimated Accuracy
 EZ0133;SPC NC       -   142,300.      691,260.      MT  (+/- 180 meters Scaled)
 EZ0133
 EZ0133                          SUPERSEDED SURVEY CONTROL
 EZ0133
 EZ0133  NGVD 29 (??/??/92)   43.596  (m)          143.03   (f) ADJ UNCH    2 0
 EZ0133
 EZ0133.Superseded values are not recommended for survey control.
 EZ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0133.See file dsdata.txt to determine how the superseded data were derived.
 EZ0133
 EZ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU641801(NAD 83)
 EZ0133_MARKER: DB = BENCH MARK DISK
 EZ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ0133_SP_SET: CULVERT
 EZ0133_STAMPING: C 32 1932
 EZ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0133
 EZ0133  HISTORY     - Date     Condition        Report By
 EZ0133  HISTORY     - 1932     MONUMENTED       CGS
 EZ0133
 EZ0133                          STATION DESCRIPTION
 EZ0133
 EZ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EZ0133'2.1 MI N FROM WARSAW.
 EZ0133'2.1 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EZ0133'WARSAW, DUPLIN COUNTY, 650 FEET NORTH OF MILEPOST W 57, OPPOSITE
 EZ0133'A SMALL WOODEN TRESTLE, ON U.S. HIGHWAY 117, AT A CONCRETE
 EZ0133'CULVERT, AND IN THE TOP OF THE WEST COPING.  A STANDARD DISK,
 EZ0133'STAMPED C 32 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0868 ***********************************************************************
 EY0868  DESIGNATION -  C 33
 EY0868  PID         -  EY0868
 EY0868  STATE/COUNTY-  NC/WAYNE
 EY0868  USGS QUAD   -  FREMONT (1978)
 EY0868
 EY0868                         *CURRENT SURVEY CONTROL
 EY0868  ___________________________________________________________________
 EY0868* NAD 83(1986)-  35 34 43.     (N)    077 57 27.     (W)     SCALED    
 EY0868* NAVD 88     -        39.402  (meters)     129.27   (feet)  ADJUSTED  
 EY0868  ___________________________________________________________________
 EY0868  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 EY0868  DYNAMIC HT  -          39.367 (meters)     129.16  (feet)  COMP
 EY0868  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 EY0868
 EY0868  VERT ORDER  -  SECOND    CLASS 0
 EY0868
 EY0868.The horizontal coordinates were scaled from a topographic map and have
 EY0868.an estimated accuracy of +/- 6 seconds.
 EY0868
 EY0868.The orthometric height was determined by differential leveling
 EY0868.and adjusted in June 1991.
 EY0868
 EY0868.The geoid height was determined by GEOID03.
 EY0868
 EY0868.The dynamic height is computed by dividing the NAVD 88
 EY0868.geopotential number by the normal gravity value computed on the
 EY0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0868.degrees latitude (g = 980.6199 gals.).
 EY0868
 EY0868.The modeled gravity was interpolated from observed gravity values.
 EY0868
 EY0868;                    North         East    Units  Estimated Accuracy
 EY0868;SPC NC       -   203,350.      704,080.      MT  (+/- 180 meters Scaled)
 EY0868
 EY0868                          SUPERSEDED SURVEY CONTROL
 EY0868
 EY0868  NGVD 29 (??/??/92)   39.727  (m)          130.34   (f) ADJ UNCH    2 0
 EY0868
 EY0868.Superseded values are not recommended for survey control.
 EY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0868.See file dsdata.txt to determine how the superseded data were derived.
 EY0868
 EY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE319412(NAD 83)
 EY0868_MARKER: DB = BENCH MARK DISK
 EY0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0868_STAMPING: C 33 1932
 EY0868_PROJECTION: PROJECTING 15 CENTIMETERS
 EY0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0868+STABILITY: SURFACE MOTION
 EY0868
 EY0868  HISTORY     - Date     Condition        Report By
 EY0868  HISTORY     - 1932     MONUMENTED       CGS
 EY0868  HISTORY     - 1978     GOOD             NCGS
 EY0868  HISTORY     - 1978     GOOD             NGS
 EY0868
 EY0868                          STATION DESCRIPTION
 EY0868
 EY0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EY0868'2.6 MI N FROM FREMONT.
 EY0868'2.6 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EY0868'THE STATION AT FREMONT, WAYNE COUNTY, 300 YARDS SOUTH OF MILEPOST
 EY0868'98, 75 YARDS SOUTH OF A GROUP OF FARM BUILDINGS, 58 YARDS NORTH OF A
 EY0868'FARM-ROAD CROSSING, 29.1 FEET EAST OF THE EAST RAIL, AND 20 FEET
 EY0868'WEST OF THE CENTERLINE OF A COUNTY ROAD PARALLELING THE TRACK.  A
 EY0868'STANDARD DISK, STAMPED C 33 1932 AND SET IN THE TOP OF A CONCRETE
 EY0868'POST.
 EY0868
 EY0868                          STATION RECOVERY (1978)
 EY0868
 EY0868'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY0868'TO REACH STATION FROM THE INTERSECTION OF NC 222 WEST WITH US 117 IN
 EY0868'FREMONT, PROCEED NORTH ALONG US 117 FRO 2.4 MILES TO T INTERSECTION
 EY0868'WITH SR 1500 THENCE EASTERLY ALONG SR 1500 FOR 1.1 MILES TO SR 1502,
 EY0868'THENCE SOUTH ALONG SR 1502 FOR 0.1 MILE TO STATION ON THE RIGHT BY
 EY0868'RAILROAD, AND 300 YARDS SOUTH OF MILEPOST 98, 37.3 FT. WEST NORTHWEST
 EY0868'OF CENTERLINE OF SR 1502, 28.9 FT. EAST SOUTHEAST OF EAST RAIL OF
 EY0868'RAILROAD, 174.0 FT. NORTH OF FARM ROAD CROSSING, 117.5 FT. SOUTHWEST
 EY0868'OF CENTERLINE INTERSECTION OF SR 1502, 15.3 FT. NORTH NORTHEAST OF
 EY0868'12 INCH PINE WITH REFERENCE TAG AND 6.9 FT. WEST SOUTHWEST OF 10 INCH
 EY0868'PINE WITH REFERENCE TAG.
 EY0868
 EY0868                          STATION RECOVERY (1978)
 EY0868
 EY0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EY0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0899 ***********************************************************************
 EY0899  DESIGNATION -  C 34
 EY0899  PID         -  EY0899
 EY0899  STATE/COUNTY-  NC/EDGECOMBE
 EY0899  USGS QUAD   -  TARBORO (1981)
 EY0899
 EY0899                         *CURRENT SURVEY CONTROL
 EY0899  ___________________________________________________________________
 EY0899* NAD 83(1986)-  35 53 48.     (N)    077 32 17.     (W)     SCALED    
 EY0899* NAVD 88     -        17.432  (meters)      57.19   (feet)  ADJUSTED  
 EY0899  ___________________________________________________________________
 EY0899  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 EY0899  DYNAMIC HT  -          17.417 (meters)      57.14  (feet)  COMP
 EY0899  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 EY0899
 EY0899  VERT ORDER  -  SECOND    CLASS 0
 EY0899
 EY0899.The horizontal coordinates were scaled from a topographic map and have
 EY0899.an estimated accuracy of +/- 6 seconds.
 EY0899
 EY0899.The orthometric height was determined by differential leveling
 EY0899.and adjusted in June 1991.
 EY0899
 EY0899.The geoid height was determined by GEOID03.
 EY0899
 EY0899.The dynamic height is computed by dividing the NAVD 88
 EY0899.geopotential number by the normal gravity value computed on the
 EY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0899.degrees latitude (g = 980.6199 gals.).
 EY0899
 EY0899.The modeled gravity was interpolated from observed gravity values.
 EY0899
 EY0899;                    North         East    Units  Estimated Accuracy
 EY0899;SPC NC       -   239,110.      741,570.      MT  (+/- 180 meters Scaled)
 EY0899
 EY0899                          SUPERSEDED SURVEY CONTROL
 EY0899
 EY0899  NGVD 29 (??/??/92)   17.747  (m)           58.22   (f) ADJ UNCH    2 0
 EY0899
 EY0899.Superseded values are not recommended for survey control.
 EY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0899.See file dsdata.txt to determine how the superseded data were derived.
 EY0899
 EY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE709754(NAD 83)
 EY0899_MARKER: DB = BENCH MARK DISK
 EY0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0899_SP_SET: BUILDING
 EY0899_STAMPING: 58.195 C 34 1932
 EY0899_MARK LOGO: CGS   
 EY0899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EY0899+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 EY0899
 EY0899  HISTORY     - Date     Condition        Report By
 EY0899  HISTORY     - 1932     MONUMENTED       CGS
 EY0899  HISTORY     - 1935     GOOD             NGS
 EY0899  HISTORY     - 1976     GOOD             NGS
 EY0899  HISTORY     - 1976     GOOD             NGS
 EY0899  HISTORY     - 20000516 GOOD             NCGS
 EY0899  HISTORY     - 20040422 GOOD             USPSQD
 EY0899  HISTORY     - 20070416 GOOD             NGS
 EY0899
 EY0899                          STATION DESCRIPTION
 EY0899
 EY0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EY0899'AT TARBORO.
 EY0899'AT TARBORO, EDGECOMBE COUNTY, AT THE POST OFFICE, IN THE WEST
 EY0899'WALL, 1 FOOT NORTH OF THE SOUTHWEST CORNER, AND 5 FEET HIGHER
 EY0899'THAN THE GROUND.  A STANDARD DISK, STAMPED 58.195 C 34 1932 AND
 EY0899'SET VERTICALLY.
 EY0899
 EY0899                          STATION RECOVERY (1976)
 EY0899
 EY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0899'STATION IS IN THE SOUTHEAST QUADRANT OF MAIN STREET AND ST. JOHN
 EY0899'STREET, IN THE WEST WALL OF THE POST OFFICE, AND 1 FOOT NORTH OF THE
 EY0899'SOUTHWEST CORNER.  DISK IS SET VERTICALLY IN WALL 5 FEET ABOVE THE
 EY0899'GROUND.
 EY0899
 EY0899                          STATION RECOVERY (1976)
 EY0899
 EY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 EY0899'STATION IS IN THE SOUTHEAST QUADRANT OF MAIN STREET AND ST. JOHN
 EY0899'STREET, IN THE WEST WALL OF THE POST OFFICE, AND 1 FOOT NORTH OF THE
 EY0899'SOUTHWEST CORNER.  DISK IS SET VERTICALLY IN WALL 5 FEET ABOVE THE
 EY0899'GROUND.
 EY0899
 EY0899                          STATION RECOVERY (2000)
 EY0899
 EY0899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (EJH)
 EY0899'RECOVERED AS DESCRIBED.
 EY0899
 EY0899                          STATION RECOVERY (2004)
 EY0899
 EY0899'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAB)
 EY0899'RECOVERED IN GOOD CONDITION.
 EY0899
 EY0899                          STATION RECOVERY (2007)
 EY0899
 EY0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007
 EY0899'GRAVITY BASE 'TARBORO C 34', UNC 33A, IS ON SIDEWALK BELOW AND
 EY0899'ADJACENT TO MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0441 ***********************************************************************
 EY0441  DESIGNATION -  C 35
 EY0441  PID         -  EY0441
 EY0441  STATE/COUNTY-  NC/WASHINGTON
 EY0441  USGS QUAD   -  PLYMOUTH WEST (1987)
 EY0441
 EY0441                         *CURRENT SURVEY CONTROL
 EY0441  ___________________________________________________________________
 EY0441* NAD 83(1986)-  35 51 05.     (N)    076 45 49.     (W)     SCALED    
 EY0441* NAVD 88     -         3.538  (meters)      11.61   (feet)  POSTED    
 EY0441  ___________________________________________________________________
 EY0441  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 EY0441  DYNAMIC HT  -           3.530 (meters)      11.58  (feet)  COMP
 EY0441  MODELED GRAV-     979,797.4   (mgal)                       NAVD 88
 EY0441
 EY0441  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EY0441
 EY0441.The horizontal coordinates were scaled from a topographic map and have
 EY0441.an estimated accuracy of +/- 6 seconds.
 EY0441
 EY0441.The orthometric height was determined by differential leveling
 EY0441.and adjusted by the  in 1992.
 EY0441.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EY0441.rate of 1.1 thru 2.0 mm/km.
 EY0441
 EY0441.The geoid height was determined by GEOID03.
 EY0441
 EY0441.The dynamic height is computed by dividing the NAVD 88
 EY0441.geopotential number by the normal gravity value computed on the
 EY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0441.degrees latitude (g = 980.6199 gals.).
 EY0441
 EY0441.The modeled gravity was interpolated from observed gravity values.
 EY0441
 EY0441;                    North         East    Units  Estimated Accuracy
 EY0441;SPC NC       -   235,390.      811,590.      MT  (+/- 180 meters Scaled)
 EY0441
 EY0441                          SUPERSEDED SURVEY CONTROL
 EY0441
 EY0441  NGVD 29 (??/??/92)    3.878  (m)           12.72   (f) ADJ UNCH    2 0
 EY0441
 EY0441.Superseded values are not recommended for survey control.
 EY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0441.See file dsdata.txt to determine how the superseded data were derived.
 EY0441
 EY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE407689(NAD 83)
 EY0441_MARKER: DB = BENCH MARK DISK
 EY0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0441_STAMPING: 12.776 C 35 1932
 EY0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0441+STABILITY: SURFACE MOTION
 EY0441
 EY0441  HISTORY     - Date     Condition        Report By
 EY0441  HISTORY     - 1932     MONUMENTED       CGS
 EY0441  HISTORY     - 1962     MARK NOT FOUND   NGS
 EY0441
 EY0441                          STATION DESCRIPTION
 EY0441
 EY0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 EY0441'1 MI W FROM PLYMOUTH.
 EY0441'1 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM PLYMOUTH,
 EY0441'WASHINGTON COUNTY, 200 YARDS EAST OF MILEPOST 65, AT THE
 EY0441'INTERSECTION OF THE ATLANTIC COAST LINE AND NORFOLK SOUTHERN
 EY0441'RAILROADS, 15.3 FEET NORTH OF THE NORTH RAIL OF THE ATLANTIC
 EY0441'COAST LINE RAILROAD, AND 11.4 FEET WEST OF THE WEST RAIL OF THE
 EY0441'NORFOLK SOUTHERN RAILROAD.  A STANDARD DISK, STAMPED 12.776 C 35
 EY0441'1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 EY0441'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0775 ***********************************************************************
 EY0775  DESIGNATION -  C 36
 EY0775  PID         -  EY0775
 EY0775  STATE/COUNTY-  NC/WAYNE
 EY0775  USGS QUAD   -  LA GRANGE (1983)
 EY0775
 EY0775                         *CURRENT SURVEY CONTROL
 EY0775  ___________________________________________________________________
 EY0775* NAD 83(1986)-  35 20 36.     (N)    077 50 55.     (W)     SCALED    
 EY0775* NAVD 88     -        38.049  (meters)     124.83   (feet)  ADJUSTED  
 EY0775  ___________________________________________________________________
 EY0775  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 EY0775  DYNAMIC HT  -          38.016 (meters)     124.72  (feet)  COMP
 EY0775  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 EY0775  OBS GRAVITY -     979,744.2   (mgal)                       GRAV_OBS
 EY0775
 EY0775  VERT ORDER  -  FIRST     CLASS I
 EY0775
 EY0775.The horizontal coordinates were scaled from a topographic map and have
 EY0775.an estimated accuracy of +/- 6 seconds.
 EY0775
 EY0775.The orthometric height was determined by differential leveling
 EY0775.and adjusted in June 1991.
 EY0775
 EY0775.The geoid height was determined by GEOID03.
 EY0775
 EY0775.The dynamic height is computed by dividing the NAVD 88
 EY0775.geopotential number by the normal gravity value computed on the
 EY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0775.degrees latitude (g = 980.6199 gals.).
 EY0775
 EY0775.The modeled gravity was interpolated from observed gravity values.
 EY0775.The observed gravity was obtained from relative gravimeter ties
 EY0775.to the IGSN71 gravity network.
 EY0775
 EY0775;                    North         East    Units  Estimated Accuracy
 EY0775;SPC NC       -   177,360.      714,250.      MT  (+/- 180 meters Scaled)
 EY0775
 EY0775                          SUPERSEDED SURVEY CONTROL
 EY0775
 EY0775  NGVD 29 (??/??/92)   38.379  (m)          125.92   (f) ADJ UNCH    1 1
 EY0775
 EY0775.Superseded values are not recommended for survey control.
 EY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0775.See file dsdata.txt to determine how the superseded data were derived.
 EY0775
 EY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE411148(NAD 83)
 EY0775_MARKER: DB = BENCH MARK DISK
 EY0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EY0775_SP_SET: BUILDING
 EY0775_STAMPING: C 36 1932
 EY0775_MARK LOGO: CGS   
 EY0775_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EY0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY0775+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2004
 EY0775
 EY0775  HISTORY     - Date     Condition        Report By
 EY0775  HISTORY     - 1932     MONUMENTED       CGS
 EY0775  HISTORY     - 1968     GOOD             NGS
 EY0775  HISTORY     - 1978     GOOD             DOD
 EY0775  HISTORY     - 20000105 GOOD             NCGS
 EY0775  HISTORY     - 20041225 GOOD             GEOCAC
 EY0775
 EY0775                          STATION DESCRIPTION
 EY0775
 EY0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EY0775'4.4 MI NW FROM LA GRANGE.
 EY0775'ABOUT 4.4 MILES NORTHWEST ALONG THE ATLANTIC AND EAST CAROLINA
 EY0775'RAILWAY RAILROAD FROM THE STATION AT LA GRANGE, AT THE SMALL
 EY0775'COMMUNITY OF BEST, 0.5 MILE SOUTHEAST OF MILEPOST 9, 100 FEET
 EY0775'SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND SECONDARY
 EY0775'ROADS 1003 AND 1719, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 EY0775'NORTHEAST BRICK WALL OF A BUILDING WHICH IS NOW A PRIVATE HOME,
 EY0775'0.7 FOOT SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, 96 FEET
 EY0775'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 59 FEET
 EY0775'NORTHWEST OF THE CENTERLINE OF THE ROADS, ABOUT 4 FEET ABOVE THE
 EY0775'LEVEL OF A CONCRETE PORCH FLOOR, AND ABOUT 5 FEET ABOVE THE LEVEL
 EY0775'OF THE TRACK.
 EY0775
 EY0775                          STATION RECOVERY (1978)
 EY0775
 EY0775'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0775'RECOVERED IN GOOD CONDITION.
 EY0775
 EY0775                          STATION RECOVERY (2000)
 EY0775
 EY0775'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 EY0775'RECOVERED AS DESCRIBED.
 EY0775
 EY0775                          STATION RECOVERY (2004)
 EY0775
 EY0775'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EY0775'RECOVERED AS DESCRIBED. DISK HAS BEEN PAINTED OVER.
 EY0775' 
 EY0775' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1708 ***********************************************************************
 FB1708  DESIGNATION -  C 37
 FB1708  PID         -  FB1708
 FB1708  STATE/COUNTY-  NC/SWAIN
 FB1708  USGS QUAD   -  NOLAND CREEK (1978)
 FB1708
 FB1708                         *CURRENT SURVEY CONTROL
 FB1708  ___________________________________________________________________
 FB1708* NAD 83(1986)-  35 26 12.     (N)    083 35 18.     (W)     SCALED    
 FB1708* NAVD 88     -       451.180  (meters)    1480.25   (feet)  ADJUSTED  
 FB1708  ___________________________________________________________________
 FB1708  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 FB1708  DYNAMIC HT  -         450.696 (meters)    1478.66  (feet)  COMP
 FB1708  MODELED GRAV-     979,547.6   (mgal)                       NAVD 88
 FB1708
 FB1708  VERT ORDER  -  FIRST     CLASS II
 FB1708
 FB1708.The horizontal coordinates were scaled from a topographic map and have
 FB1708.an estimated accuracy of +/- 6 seconds.
 FB1708
 FB1708.The orthometric height was determined by differential leveling
 FB1708.and adjusted in June 1991.
 FB1708
 FB1708.The geoid height was determined by GEOID03.
 FB1708
 FB1708.The dynamic height is computed by dividing the NAVD 88
 FB1708.geopotential number by the normal gravity value computed on the
 FB1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1708.degrees latitude (g = 980.6199 gals.).
 FB1708
 FB1708.The modeled gravity was interpolated from observed gravity values.
 FB1708
 FB1708;                    North         East    Units  Estimated Accuracy
 FB1708;SPC NC       -   196,730.      193,180.      MT  (+/- 180 meters Scaled)
 FB1708
 FB1708                          SUPERSEDED SURVEY CONTROL
 FB1708
 FB1708  NGVD 29 (??/??/92)  451.226  (m)         1480.40   (f) ADJ UNCH    1 2
 FB1708
 FB1708.Superseded values are not recommended for survey control.
 FB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1708.See file dsdata.txt to determine how the superseded data were derived.
 FB1708
 FB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV650245(NAD 83)
 FB1708_MARKER: DB = BENCH MARK DISK
 FB1708_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FB1708_SP_SET: RETAINING WALL
 FB1708_STAMPING: 1480.551 C 37 1932
 FB1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1708
 FB1708  HISTORY     - Date     Condition        Report By
 FB1708  HISTORY     - 1932     MONUMENTED       CGS
 FB1708  HISTORY     - 1934     GOOD             NGS
 FB1708
 FB1708                          STATION DESCRIPTION
 FB1708
 FB1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1708'AT BUSHNELL.
 FB1708'AT BUSHNELL, SWAIN COUNTY, OPPOSITE THE SOUTHERN RAILWAY STATION,
 FB1708'AT THE STORE OWNED BY MR. MONTEITH, IN THE TOP OF THE CONCRETE
 FB1708'RETAINING WALL IN FRONT OF THE BUILDING, 80 FEET WEST OF THE
 FB1708'CROSSING OF STATE HIGHWAY 288, 10 FEET NORTH OF THE NORTH RAIL, AND
 FB1708'4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1480.551
 FB1708'C 37 1932.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1609 ***********************************************************************
 FB1609  DESIGNATION -  C 38
 FB1609  PID         -  FB1609
 FB1609  STATE/COUNTY-  NC/JACKSON
 FB1609  USGS QUAD   -  SYLVA NORTH (1978)
 FB1609
 FB1609                         *CURRENT SURVEY CONTROL
 FB1609  ___________________________________________________________________
 FB1609* NAD 83(1986)-  35 23 57.     (N)    083 08 03.     (W)     SCALED    
 FB1609* NAVD 88     -       778.783  (meters)    2555.06   (feet)  ADJUSTED  
 FB1609  ___________________________________________________________________
 FB1609  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 FB1609  DYNAMIC HT  -         777.960 (meters)    2552.36  (feet)  COMP
 FB1609  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 FB1609
 FB1609  VERT ORDER  -  SECOND    CLASS 0
 FB1609
 FB1609.The horizontal coordinates were scaled from a topographic map and have
 FB1609.an estimated accuracy of +/- 6 seconds.
 FB1609
 FB1609.The orthometric height was determined by differential leveling
 FB1609.and adjusted in June 1991.
 FB1609
 FB1609.The geoid height was determined by GEOID03.
 FB1609
 FB1609.The dynamic height is computed by dividing the NAVD 88
 FB1609.geopotential number by the normal gravity value computed on the
 FB1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1609.degrees latitude (g = 980.6199 gals.).
 FB1609
 FB1609.The modeled gravity was interpolated from observed gravity values.
 FB1609
 FB1609;                    North         East    Units  Estimated Accuracy
 FB1609;SPC NC       -   190,760.      234,200.      MT  (+/- 180 meters Scaled)
 FB1609
 FB1609                          SUPERSEDED SURVEY CONTROL
 FB1609
 FB1609  NGVD 29 (??/??/92)  778.801  (m)         2555.12   (f) ADJ UNCH    2 0
 FB1609
 FB1609.Superseded values are not recommended for survey control.
 FB1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1609.See file dsdata.txt to determine how the superseded data were derived.
 FB1609
 FB1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV061194(NAD 83)
 FB1609_MARKER: DB = BENCH MARK DISK
 FB1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB1609_SP_SET: BRIDGE
 FB1609_STAMPING: 2555.290 C 38 1932
 FB1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB1609
 FB1609  HISTORY     - Date     Condition        Report By
 FB1609  HISTORY     - 1932     MONUMENTED       CGS
 FB1609  HISTORY     - 1936     GOOD             NGS
 FB1609  HISTORY     - 19940531 MARK NOT FOUND   USPSQD
 FB1609
 FB1609                          STATION DESCRIPTION
 FB1609
 FB1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB1609'0.7 MI W FROM WILLITS.
 FB1609'0.7 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1609'WILLITS, JACKSON COUNTY, 0.4 MILE EAST OF MILEPOST 40, AT BRIDGE
 FB1609'T 39.6, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 6 FEET
 FB1609'SOUTH OF THE SOUTH RAIL, AND 1/2 FOOT LOWER THAN THE BASE OF
 FB1609'THE RAIL.
 FB1609
 FB1609                          STATION RECOVERY (1994)
 FB1609
 FB1609'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB1609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0797 ***********************************************************************
 FB0797  DESIGNATION -  C 39
 FB0797  PID         -  FB0797
 FB0797  STATE/COUNTY-  NC/BUNCOMBE
 FB0797  USGS QUAD   -  ASHEVILLE (1991)
 FB0797
 FB0797                         *CURRENT SURVEY CONTROL
 FB0797  ___________________________________________________________________
 FB0797* NAD 83(1986)-  35 35 12.     (N)    082 34 01.     (W)     SCALED    
 FB0797* NAVD 88     -       605.602  (meters)    1986.88   (feet)  ADJUSTED  
 FB0797  ___________________________________________________________________
 FB0797  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB0797  DYNAMIC HT  -         604.987 (meters)    1984.86  (feet)  COMP
 FB0797  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 FB0797
 FB0797  VERT ORDER  -  FIRST     CLASS I
 FB0797
 FB0797.The horizontal coordinates were scaled from a topographic map and have
 FB0797.an estimated accuracy of +/- 6 seconds.
 FB0797
 FB0797.The orthometric height was determined by differential leveling
 FB0797.and adjusted in June 1991.
 FB0797
 FB0797.The geoid height was determined by GEOID03.
 FB0797
 FB0797.The dynamic height is computed by dividing the NAVD 88
 FB0797.geopotential number by the normal gravity value computed on the
 FB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0797.degrees latitude (g = 980.6199 gals.).
 FB0797
 FB0797.The modeled gravity was interpolated from observed gravity values.
 FB0797
 FB0797;                    North         East    Units  Estimated Accuracy
 FB0797;SPC NC       -   209,550.      286,430.      MT  (+/- 180 meters Scaled)
 FB0797
 FB0797                          SUPERSEDED SURVEY CONTROL
 FB0797
 FB0797  NGVD 29 (??/??/92)  605.697  (m)         1987.19   (f) ADJ UNCH    1 1
 FB0797
 FB0797.Superseded values are not recommended for survey control.
 FB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0797.See file dsdata.txt to determine how the superseded data were derived.
 FB0797
 FB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV580392(NAD 83)
 FB0797_MARKER: DB = BENCH MARK DISK
 FB0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0797_SP_SET: PILLARS
 FB0797_STAMPING: C 39 1932 1987.375
 FB0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0797
 FB0797  HISTORY     - Date     Condition        Report By
 FB0797  HISTORY     - 1932     MONUMENTED       CGS
 FB0797  HISTORY     - 1967     GOOD             NGS
 FB0797
 FB0797                          STATION DESCRIPTION
 FB0797
 FB0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FB0797'0.4 MI NW FROM ASHEVILLE.
 FB0797'ABOUT 0.4 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY
 FB0797'RAILROAD FROM THE STATION AT ASHEVILLE, AT THE HAYWOOD ROAD BRIDGE
 FB0797'OVER THE FRENCH BROAD RIVER AND THE RAILROAD, 80 FEET NORTHEAST OF
 FB0797'THE NORTHEAST RAIL OF THE MAIN TRACK, SET VERTICALLY IN THE
 FB0797'NORTHWEST FACE OF THE 4TH SET OF CONCRETE PILLARS SOUTHWEST OF
 FB0797'THE NORTHEAST END OF THE BRIDGE, 8 FEET SOUTHWEST OF THE SOUTHWEST
 FB0797'RAIL OF THE MORE SOUTHWESTERLY OF THE TWO MOST NORTHEASTERLY SET
 FB0797'OF SIDETRACKS, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0798 ***********************************************************************
 FB0798  DESIGNATION -  C 39 RESET
 FB0798  PID         -  FB0798
 FB0798  STATE/COUNTY-  NC/BUNCOMBE
 FB0798  USGS QUAD   -  ASHEVILLE (1991)
 FB0798
 FB0798                         *CURRENT SURVEY CONTROL
 FB0798  ___________________________________________________________________
 FB0798* NAD 83(1986)-  35 35 12.     (N)    082 34 01.     (W)     SCALED    
 FB0798* NAVD 88     -       605.269  (meters)    1985.79   (feet)  ADJUSTED  
 FB0798  ___________________________________________________________________
 FB0798  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 FB0798  DYNAMIC HT  -         604.655 (meters)    1983.77  (feet)  COMP
 FB0798  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 FB0798
 FB0798  VERT ORDER  -  SECOND    CLASS I
 FB0798
 FB0798.The horizontal coordinates were scaled from a topographic map and have
 FB0798.an estimated accuracy of +/- 6 seconds.
 FB0798
 FB0798.The orthometric height was determined by differential leveling
 FB0798.and adjusted in July 1998.
 FB0798
 FB0798.The geoid height was determined by GEOID03.
 FB0798
 FB0798.The dynamic height is computed by dividing the NAVD 88
 FB0798.geopotential number by the normal gravity value computed on the
 FB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0798.degrees latitude (g = 980.6199 gals.).
 FB0798
 FB0798.The modeled gravity was interpolated from observed gravity values.
 FB0798
 FB0798;                    North         East    Units  Estimated Accuracy
 FB0798;SPC NC       -   209,550.      286,430.      MT  (+/- 180 meters Scaled)
 FB0798
 FB0798                          SUPERSEDED SURVEY CONTROL
 FB0798
 FB0798.No superseded survey control is available for this station.
 FB0798
 FB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV580392(NAD 83)
 FB0798_MARKER: DB = BENCH MARK DISK
 FB0798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FB0798_SP_SET: BRIDGE PIER
 FB0798_STAMPING: C 39 RESET 1971
 FB0798_MARK LOGO: CGS   
 FB0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB0798+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 FB0798
 FB0798  HISTORY     - Date     Condition        Report By
 FB0798  HISTORY     - 1971     MONUMENTED       NCHPWC
 FB0798  HISTORY     - 1972     GOOD             NGS
 FB0798  HISTORY     - 19920409 GOOD             NCGS
 FB0798  HISTORY     - 19980223 GOOD             NCGS
 FB0798  HISTORY     - 20030318 GOOD             NCGS
 FB0798  HISTORY     - 20041125 GOOD             USPSQD
 FB0798  HISTORY     - 20060125 GOOD             USPSQD
 FB0798
 FB0798                          STATION DESCRIPTION
 FB0798
 FB0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 FB0798'0.4 MI W FROM ASHEVILLE.
 FB0798'0.4 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB0798'ASHEVILLE, AT THE OVER HEAD CROSSING OF STATE ROAD 3548 (HAYWOOD
 FB0798'ROAD), AT THE EAST END OF THE HIGHWAY BRIDGE OVER THE FRENCH
 FB0798'BROAD RIVER AND SET IN THE NORTH FACE OF THE FIRST PIER WEST OF
 FB0798'THE EAST ABUTMENT.
 FB0798
 FB0798                          STATION RECOVERY (1992)
 FB0798
 FB0798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992
 FB0798'RECOVERED IN GOOD CONDITION.
 FB0798
 FB0798                          STATION RECOVERY (1998)
 FB0798
 FB0798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (PAC)
 FB0798'RECOVERED AS DESCRIBED.
 FB0798
 FB0798                          STATION RECOVERY (2003)
 FB0798
 FB0798'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FB0798'RECOVERED AS DESCRIBED.
 FB0798
 FB0798                          STATION RECOVERY (2004)
 FB0798
 FB0798'RECOVERY NOTE BY US POWER SQUADRON 2004
 FB0798'RECOVERED IN GOOD CONDITION.
 FB0798
 FB0798                          STATION RECOVERY (2006)
 FB0798
 FB0798'RECOVERY NOTE BY US POWER SQUADRON 2006
 FB0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0215 ***********************************************************************
 FA0215  DESIGNATION -  C 41
 FA0215  PID         -  FA0215
 FA0215  STATE/COUNTY-  NC/MECKLENBURG
 FA0215  USGS QUAD   -  CHARLOTTE EAST (1988)
 FA0215
 FA0215                         *CURRENT SURVEY CONTROL
 FA0215  ___________________________________________________________________
 FA0215* NAD 83(1986)-  35 13 20.     (N)    080 51 54.     (W)     SCALED    
 FA0215* NAVD 88     -       207.916  (meters)     682.14   (feet)  ADJUSTED  
 FA0215  ___________________________________________________________________
 FA0215  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 FA0215  DYNAMIC HT  -         207.727 (meters)     681.52  (feet)  COMP
 FA0215  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 FA0215
 FA0215  VERT ORDER  -  FIRST     CLASS II
 FA0215
 FA0215.The horizontal coordinates were scaled from a topographic map and have
 FA0215.an estimated accuracy of +/- 6 seconds.
 FA0215
 FA0215.The orthometric height was determined by differential leveling
 FA0215.and adjusted in June 1991.
 FA0215
 FA0215.The geoid height was determined by GEOID03.
 FA0215
 FA0215.The dynamic height is computed by dividing the NAVD 88
 FA0215.geopotential number by the normal gravity value computed on the
 FA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0215.degrees latitude (g = 980.6199 gals.).
 FA0215
 FA0215.The modeled gravity was interpolated from observed gravity values.
 FA0215
 FA0215;                    North         East    Units  Estimated Accuracy
 FA0215;SPC NC       -   164,910.      439,840.      MT  (+/- 180 meters Scaled)
 FA0215
 FA0215                          SUPERSEDED SURVEY CONTROL
 FA0215
 FA0215  NGVD 29 (??/??/92)  208.146  (m)          682.89   (f) ADJ UNCH    1 2
 FA0215
 FA0215.Superseded values are not recommended for survey control.
 FA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0215.See file dsdata.txt to determine how the superseded data were derived.
 FA0215
 FA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU122976(NAD 83)
 FA0215_MARKER: Z = SEE DESCRIPTION
 FA0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0215_SP_SET: CONCRETE
 FA0215_STAMPING: C 41 1932
 FA0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0215+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 FA0215
 FA0215  HISTORY     - Date     Condition        Report By
 FA0215  HISTORY     - 1932     MONUMENTED       CGS
 FA0215  HISTORY     - 1971     GOOD             NCGS
 FA0215  HISTORY     - 1989     GOOD             USPSQD
 FA0215  HISTORY     - 1990     GOOD             USPSQD
 FA0215  HISTORY     - 20051005 GOOD             NCDOT
 FA0215
 FA0215                          STATION DESCRIPTION
 FA0215
 FA0215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971
 FA0215'AT CHARLOTTE.
 FA0215'NEW DESCRIPTION-- AT CHARLOTTE, ABOUT 2.8 MI. SW ALONG THE SOUTHERN
 FA0215'RR FROM THE STATION, ABOUT 200 YARDS E OF MILEPOST 379, ABOUT
 FA0215'200 YARDS W OF THE W SUMMIT AVE. GRADE CROSSING, 280.0 FT W
 FA0215'OF AUTOMATIC SIGNAL 378.7-378.8, 7.5 FT N OF N RAIL, 9.4 FT SSW
 FA0215'OF SE CHAIN LINK FENCE CORNER POST, AND SET IN THE SW CORNER
 FA0215'OF CONCRETE BASE OF FORMER LOCATION OF AUTOMATIC SIGNAL 378.9.
 FA0215
 FA0215                          STATION RECOVERY (1989)
 FA0215
 FA0215'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0215'RECOVERED IN GOOD CONDITION.
 FA0215
 FA0215                          STATION RECOVERY (1990)
 FA0215
 FA0215'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0215'RECOVERED IN GOOD CONDITION.
 FA0215
 FA0215                          STATION RECOVERY (2005)
 FA0215
 FA0215'RECOVERY NOTE BY 
NC DOT 2005 (JIJ)
 FA0215'ADDITIONAL REFERENCE. STATION IS 15 FT SE OF THE SSE END OF A 20 INCH
 FA0215'DIP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0596 ***********************************************************************
 FA0596  DESIGNATION -  C 42
 FA0596  PID         -  FA0596
 FA0596  STATE/COUNTY-  NC/ROWAN
 FA0596  USGS QUAD   -  CLEVELAND (1988)
 FA0596
 FA0596                         *CURRENT SURVEY CONTROL
 FA0596  ___________________________________________________________________
 FA0596* NAD 83(1986)-  35 43 28.     (N)    080 38 36.     (W)     SCALED    
 FA0596* NAVD 88     -       229.608  (meters)     753.31   (feet)  ADJUSTED  
 FA0596  ___________________________________________________________________
 FA0596  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 FA0596  DYNAMIC HT  -         229.405 (meters)     752.64  (feet)  COMP
 FA0596  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 FA0596
 FA0596  VERT ORDER  -  FIRST     CLASS I
 FA0596
 FA0596.The horizontal coordinates were scaled from a topographic map and have
 FA0596.an estimated accuracy of +/- 6 seconds.
 FA0596
 FA0596.The orthometric height was determined by differential leveling
 FA0596.and adjusted in June 1991.
 FA0596
 FA0596.The geoid height was determined by GEOID03.
 FA0596
 FA0596.The dynamic height is computed by dividing the NAVD 88
 FA0596.geopotential number by the normal gravity value computed on the
 FA0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0596.degrees latitude (g = 980.6199 gals.).
 FA0596
 FA0596.The modeled gravity was interpolated from observed gravity values.
 FA0596
 FA0596;                    North         East    Units  Estimated Accuracy
 FA0596;SPC NC       -   220,260.      460,940.      MT  (+/- 180 meters Scaled)
 FA0596
 FA0596                          SUPERSEDED SURVEY CONTROL
 FA0596
 FA0596  NGVD 29 (??/??/92)  229.824  (m)          754.01   (f) ADJ UNCH    1 1
 FA0596
 FA0596.Superseded values are not recommended for survey control.
 FA0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0596.See file dsdata.txt to determine how the superseded data were derived.
 FA0596
 FA0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV322534(NAD 83)
 FA0596_MARKER: DB = BENCH MARK DISK
 FA0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FA0596_SP_SET: FOOTING
 FA0596_STAMPING: C 42 1932 754.100
 FA0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0596
 FA0596  HISTORY     - Date     Condition        Report By
 FA0596  HISTORY     - 1932     MONUMENTED       CGS
 FA0596  HISTORY     - 1967     GOOD             NGS
 FA0596
 FA0596                          STATION DESCRIPTION
 FA0596
 FA0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0596'AT BARBER.
 FA0596'AT BARBER, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 209
 FA0596'FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILROAD STATION,
 FA0596'275 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK WHICH LEADS
 FA0596'TO ASHEVILLE AND SALISBURY, 36 FEET EAST OF THE EAST RAIL OF
 FA0596'THE MAIN TRACK WHICH LEADS TO CHARLOTTE AND WINSTON-SALEM, SET
 FA0596'IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST SOUTHWESTERLY
 FA0596'OF 12 ABANDONED CONCRETE FOOTINGS FOR A WATER TOWER, 70 FEET
 FA0596'WEST OF A 26-INCH MAPLE TREE, 28 FEET NORTHWEST OF A TELEPHONE
 FA0596'POLE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY1104 ***********************************************************************
 FY1104  DESIGNATION -  C 44
 FY1104  PID         -  FY1104
 FY1104  STATE/COUNTY-  NC/ROCKINGHAM
 FY1104  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY1104
 FY1104                         *CURRENT SURVEY CONTROL
 FY1104  ___________________________________________________________________
 FY1104* NAD 83(1986)-  36 23 15.     (N)    079 38 48.     (W)     SCALED    
 FY1104* NAVD 88     -       249.282  (meters)     817.85   (feet)  ADJUSTED  
 FY1104  ___________________________________________________________________
 FY1104  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 FY1104  DYNAMIC HT  -         249.069 (meters)     817.15  (feet)  COMP
 FY1104  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 FY1104
 FY1104  VERT ORDER  -  FIRST     CLASS II
 FY1104
 FY1104.The horizontal coordinates were scaled from a topographic map and have
 FY1104.an estimated accuracy of +/- 6 seconds.
 FY1104
 FY1104.The orthometric height was determined by differential leveling
 FY1104.and adjusted in June 1991.
 FY1104
 FY1104.The geoid height was determined by GEOID03.
 FY1104
 FY1104.The dynamic height is computed by dividing the NAVD 88
 FY1104.geopotential number by the normal gravity value computed on the
 FY1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY1104.degrees latitude (g = 980.6199 gals.).
 FY1104
 FY1104.The modeled gravity was interpolated from observed gravity values.
 FY1104
 FY1104;                    North         East    Units  Estimated Accuracy
 FY1104;SPC NC       -   292,790.      551,580.      MT  (+/- 180 meters Scaled)
 FY1104
 FY1104                          SUPERSEDED SURVEY CONTROL
 FY1104
 FY1104  NGVD 29 (03/05/92)  249.510  (m)          818.60   (f) ADJUSTED    1 2
 FY1104
 FY1104.Superseded values are not recommended for survey control.
 FY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY1104.See file dsdata.txt to determine how the superseded data were derived.
 FY1104
 FY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA213277(NAD 83)
 FY1104_MARKER: DB = BENCH MARK DISK
 FY1104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FY1104_SP_SET: WATER TANK
 FY1104_STAMPING: 818.637 C 44 1932
 FY1104_MARK LOGO: CGS   
 FY1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FY1104
 FY1104  HISTORY     - Date     Condition        Report By
 FY1104  HISTORY     - 1932     MONUMENTED       CGS
 FY1104  HISTORY     - 1935     GOOD             NGS
 FY1104  HISTORY     - 1983     GOOD             NGS
 FY1104  HISTORY     - 20040408 GOOD             USPSQD
 FY1104  HISTORY     - 20050420 GOOD             NSRR
 FY1104
 FY1104                          STATION DESCRIPTION
 FY1104
 FY1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FY1104'2 MI NE FROM REIDSVILLE.
 FY1104'2.0 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM REIDSVILLE,
 FY1104'ROCKINGHAM COUNTY, 1/4 MILE SOUTH OF THE STATION SIGN AT PENNRINGTON,
 FY1104'100 YARDS NORTH OF MILEPOST 258, 75 FEET NORTH OF A ROAD CROSSING,
 FY1104'95 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND MAIN TRACK, AT
 FY1104'THE AMERICAN SUPPLIERS WAREHOUSES, IN THE TOP OF THE NORTHWEST
 FY1104'CORNER OF A FOOTING OF THE SOUTH WATER TANK, 15 FEET SOUTH OF
 FY1104'WAREHOUSE 7, AND 1-1/2 FEET HIGHER THAN THE GRADE.  A STANDARD
 FY1104'DISK, STAMPED 818.637 C 44 1932.
 FY1104
 FY1104                          STATION RECOVERY (1983)
 FY1104
 FY1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FY1104'RECOVERED IN GOOD CONDITION.
 FY1104
 FY1104                          STATION RECOVERY (2004)
 FY1104
 FY1104'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY1104'RECOVERED IN GOOD CONDITION.
 FY1104
 FY1104                          STATION RECOVERY (2005)
 FY1104
 FY1104'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2005 (FRS)
 FY1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0440 ***********************************************************************
 FZ0440  DESIGNATION -  C 45
 FZ0440  PID         -  FZ0440
 FZ0440  STATE/COUNTY-  NC/YADKIN
 FZ0440  USGS QUAD   -  BROOKS CROSSROADS (1970)
 FZ0440
 FZ0440                         *CURRENT SURVEY CONTROL
 FZ0440  ___________________________________________________________________
 FZ0440* NAD 83(1986)-  36 07 14.     (N)    080 46 25.     (W)     SCALED    
 FZ0440* NAVD 88     -       325.430  (meters)    1067.68   (feet)  ADJUSTED  
 FZ0440  ___________________________________________________________________
 FZ0440  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 FZ0440  DYNAMIC HT  -         325.120 (meters)    1066.66  (feet)  COMP
 FZ0440  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 FZ0440
 FZ0440  VERT ORDER  -  SECOND    CLASS 0
 FZ0440
 FZ0440.The horizontal coordinates were scaled from a topographic map and have
 FZ0440.an estimated accuracy of +/- 6 seconds.
 FZ0440
 FZ0440.The orthometric height was determined by differential leveling
 FZ0440.and adjusted in June 1991.
 FZ0440
 FZ0440.The geoid height was determined by GEOID03.
 FZ0440
 FZ0440.The dynamic height is computed by dividing the NAVD 88
 FZ0440.geopotential number by the normal gravity value computed on the
 FZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0440.degrees latitude (g = 980.6199 gals.).
 FZ0440
 FZ0440.The modeled gravity was interpolated from observed gravity values.
 FZ0440
 FZ0440;                    North         East    Units  Estimated Accuracy
 FZ0440;SPC NC       -   264,400.      449,940.      MT  (+/- 180 meters Scaled)
 FZ0440
 FZ0440                          SUPERSEDED SURVEY CONTROL
 FZ0440
 FZ0440  NGVD 29 (??/??/92)  325.598  (m)         1068.23   (f) ADJ UNCH    2 0
 FZ0440
 FZ0440.Superseded values are not recommended for survey control.
 FZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0440.See file dsdata.txt to determine how the superseded data were derived.
 FZ0440
 FZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV203973(NAD 83)
 FZ0440_MARKER: DB = BENCH MARK DISK
 FZ0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FZ0440_SP_SET: CULVERT
 FZ0440_STAMPING: C 45 1933
 FZ0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0440
 FZ0440  HISTORY     - Date     Condition        Report By
 FZ0440  HISTORY     - 1933     MONUMENTED       CGS
 FZ0440  HISTORY     - 1934     GOOD             NGS
 FZ0440  HISTORY     - 1965     MARK NOT FOUND   NGS
 FZ0440
 FZ0440                          STATION DESCRIPTION
 FZ0440
 FZ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0440'AT BROOKS CROSSROADS.
 FZ0440'AT BROOKS CROSSROADS, YADKIN COUNTY, 400 FEET NORTH ALONG U.S.
 FZ0440'HIGHWAY 21 FROM THE INTERSECTION OF U.S. HIGHWAY 421, AT A
 FZ0440'CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL, 15 FEET
 FZ0440'WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 FZ0440'A STANDARD DISK, STAMPED C 45 1933.
 FZ0440
 FZ0440                          STATION RECOVERY (1965)
 FZ0440
 FZ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0499 ***********************************************************************
 FZ0499  DESIGNATION -  C 46
 FZ0499  PID         -  FZ0499
 FZ0499  STATE/COUNTY-  NC/SURRY
 FZ0499  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 FZ0499
 FZ0499                         *CURRENT SURVEY CONTROL
 FZ0499  ___________________________________________________________________
 FZ0499* NAD 83(1986)-  36 29 56.     (N)    080 36 23.     (W)     SCALED    
 FZ0499* NAVD 88     -       336.444  (meters)    1103.82   (feet)  ADJUSTED  
 FZ0499  ___________________________________________________________________
 FZ0499  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FZ0499  DYNAMIC HT  -         336.131 (meters)    1102.79  (feet)  COMP
 FZ0499  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 FZ0499
 FZ0499  VERT ORDER  -  SECOND    CLASS II
 FZ0499
 FZ0499.The horizontal coordinates were scaled from a topographic map and have
 FZ0499.an estimated accuracy of +/- 6 seconds.
 FZ0499
 FZ0499.The orthometric height was determined by differential leveling
 FZ0499.and adjusted in July 1999.
 FZ0499
 FZ0499.The geoid height was determined by GEOID03.
 FZ0499
 FZ0499.The dynamic height is computed by dividing the NAVD 88
 FZ0499.geopotential number by the normal gravity value computed on the
 FZ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0499.degrees latitude (g = 980.6199 gals.).
 FZ0499
 FZ0499.The modeled gravity was interpolated from observed gravity values.
 FZ0499
 FZ0499;                    North         East    Units  Estimated Accuracy
 FZ0499;SPC NC       -   306,130.      465,670.      MT  (+/- 180 meters Scaled)
 FZ0499
 FZ0499                          SUPERSEDED SURVEY CONTROL
 FZ0499
 FZ0499  NGVD 29 (??/??/92)  336.606  (m)         1104.35   (f) ADJ UNCH    2 0
 FZ0499
 FZ0499.Superseded values are not recommended for survey control.
 FZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0499.See file dsdata.txt to determine how the superseded data were derived.
 FZ0499
 FZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA352393(NAD 83)
 FZ0499_MARKER: DB = BENCH MARK DISK
 FZ0499_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FZ0499_SP_SET: DRIVEWAY
 FZ0499_STAMPING: C 46 1933
 FZ0499_MARK LOGO: CGS   
 FZ0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FZ0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ0499+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1997
 FZ0499
 FZ0499  HISTORY     - Date     Condition        Report By
 FZ0499  HISTORY     - 1933     MONUMENTED       CGS
 FZ0499  HISTORY     - 1934     GOOD             NGS
 FZ0499  HISTORY     - 1965     GOOD             NGS
 FZ0499  HISTORY     - 1985     GOOD             USPSQD
 FZ0499  HISTORY     - 19970515 GOOD             NCGS
 FZ0499
 FZ0499                          STATION DESCRIPTION
 FZ0499
 FZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FZ0499'AT MOUNT AIRY.
 FZ0499'AT MOUNT AIRY, SURRY COUNTY, AT THE SOUTH SIDE OF THE NEW POST
 FZ0499'OFFICE, 90 FEET EAST OF THE FRONT OF THE BUILDING, AT THE HEAD OF
 FZ0499'THE STEPS LEADING TO THE BASEMENT, AND IN THE CONCRETE DRIVEWAY.
 FZ0499'A STANDARD DISK, STAMPED C 46 1933.
 FZ0499
 FZ0499                          STATION RECOVERY (1965)
 FZ0499
 FZ0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FZ0499'RECOVERED IN GOOD CONDITION.
 FZ0499
 FZ0499                          STATION RECOVERY (1985)
 FZ0499
 FZ0499'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0499'AT SOUTHWEST CORNER OF MT. AIRY POST OFFICE BESIDE STEPS LEADING TO
 FZ0499'BASEMENT.
 FZ0499
 FZ0499                          STATION RECOVERY (1997)
 FZ0499
 FZ0499'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FZ0499'STATION WAS RECOVERED AS DESCRIBED, BUT PARKING AREA AROUND MARK WAS
 FZ0499'PAVED AND PVC CAP WAS PLACED AS ACCESS TO DISK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0893 ***********************************************************************
 FZ0893  DESIGNATION -  C 48
 FZ0893  PID         -  FZ0893
 FZ0893  STATE/COUNTY-  NC/WATAUGA
 FZ0893  USGS QUAD   -  BOONE (1994)
 FZ0893
 FZ0893                         *CURRENT SURVEY CONTROL
 FZ0893  ___________________________________________________________________
 FZ0893* NAD 83(1986)-  36 11 03.     (N)    081 39 06.     (W)     SCALED    
 FZ0893* NAVD 88     -       995.104  (meters)    3264.77   (feet)  ADJUSTED  
 FZ0893  ___________________________________________________________________
 FZ0893  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 FZ0893  DYNAMIC HT  -         994.045 (meters)    3261.30  (feet)  COMP
 FZ0893  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 FZ0893
 FZ0893  VERT ORDER  -  FIRST     CLASS II
 FZ0893
 FZ0893.The horizontal coordinates were scaled from a topographic map and have
 FZ0893.an estimated accuracy of +/- 6 seconds.
 FZ0893
 FZ0893.The orthometric height was determined by differential leveling
 FZ0893.and adjusted in June 1991.
 FZ0893
 FZ0893.The geoid height was determined by GEOID03.
 FZ0893
 FZ0893.The dynamic height is computed by dividing the NAVD 88
 FZ0893.geopotential number by the normal gravity value computed on the
 FZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0893.degrees latitude (g = 980.6199 gals.).
 FZ0893
 FZ0893.The modeled gravity was interpolated from observed gravity values.
 FZ0893
 FZ0893;                    North         East    Units  Estimated Accuracy
 FZ0893;SPC NC       -   273,220.      371,100.      MT  (+/- 180 meters Scaled)
 FZ0893
 FZ0893                          SUPERSEDED SURVEY CONTROL
 FZ0893
 FZ0893  NGVD 29 (??/??/92)  995.182  (m)         3265.03   (f) ADJ UNCH    1 2
 FZ0893
 FZ0893.Superseded values are not recommended for survey control.
 FZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0893.See file dsdata.txt to determine how the superseded data were derived.
 FZ0893
 FZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA414045(NAD 83)
 FZ0893_MARKER: DB = BENCH MARK DISK
 FZ0893_SETTING: 66 = SET IN ROCK OUTCROP
 FZ0893_SP_SET: ROCK LEDGE
 FZ0893_STAMPING: C 48 1933
 FZ0893_MARK LOGO: CGS   
 FZ0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ0893+STABILITY: POSITION/ELEVATION WELL
 FZ0893
 FZ0893  HISTORY     - Date     Condition        Report By
 FZ0893  HISTORY     - 1933     MONUMENTED       CGS
 FZ0893  HISTORY     - 19880918 SEE DESCRIPTION  NCGS
 FZ0893
 FZ0893                          STATION DESCRIPTION
 FZ0893
 FZ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FZ0893'3.9 MI SE FROM BOONE.
 FZ0893'3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 321 FROM BOONE, WATAUGA
 FZ0893'COUNTY, 620 FEET WEST OF THE NEW RIVER POWER AND LIGHT CO. DAM,
 FZ0893'20 FEET NORTH OF THE UPPER END OF A 12-INCH CORRUGATED-METAL
 FZ0893'DRAINPIPE, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 FZ0893'TOP OF A ROCK IN THE SIDE OF A MOUNTAIN, AND 5 FEET ABOVE THE LEVEL
 FZ0893'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3265.187 C 48 1933.
 FZ0893
 FZ0893                          STATION RECOVERY (1988)
 FZ0893
 FZ0893'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FZ0893'STATION WAS NOT FOUND. REFERENCE BEARINGS WERE APPARENTLY OFF BY 90
 FZ0893'DEGREES. MARK IS CONSIDERED TO BE PROBABLY DESTROYED BY HIGHWAY
 FZ0893'RELOCATION AND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0686 ***********************************************************************
 FA0686  DESIGNATION -  C 49
 FA0686  PID         -  FA0686
 FA0686  STATE/COUNTY-  NC/CATAWBA
 FA0686  USGS QUAD   -  HICKORY (1993)
 FA0686
 FA0686                         *CURRENT SURVEY CONTROL
 FA0686  ___________________________________________________________________
 FA0686* NAD 83(1986)-  35 43 53.     (N)    081 20 31.     (W)     SCALED    
 FA0686* NAVD 88     -       353.592  (meters)    1160.08   (feet)  ADJUSTED  
 FA0686  ___________________________________________________________________
 FA0686  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA0686  DYNAMIC HT  -         353.257 (meters)    1158.98  (feet)  COMP
 FA0686  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FA0686
 FA0686  VERT ORDER  -  FIRST     CLASS II
 FA0686
 FA0686.The horizontal coordinates were scaled from a topographic map and have
 FA0686.an estimated accuracy of +/- 6 seconds.
 FA0686
 FA0686.The orthometric height was determined by differential leveling
 FA0686.and adjusted in June 1991.
 FA0686
 FA0686.The geoid height was determined by GEOID03.
 FA0686
 FA0686.The dynamic height is computed by dividing the NAVD 88
 FA0686.geopotential number by the normal gravity value computed on the
 FA0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0686.degrees latitude (g = 980.6199 gals.).
 FA0686
 FA0686.The modeled gravity was interpolated from observed gravity values.
 FA0686
 FA0686;                    North         East    Units  Estimated Accuracy
 FA0686;SPC NC       -   222,300.      397,770.      MT  (+/- 180 meters Scaled)
 FA0686
 FA0686                          SUPERSEDED SURVEY CONTROL
 FA0686
 FA0686  NGVD 29 (??/??/92)  353.77   (m)         1160.7    (f) COMPUTED    1 2
 FA0686
 FA0686.Superseded values are not recommended for survey control.
 FA0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0686.See file dsdata.txt to determine how the superseded data were derived.
 FA0686
 FA0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV690542(NAD 83)
 FA0686_MARKER: DB = BENCH MARK DISK
 FA0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0686_SP_SET: ABUTMENT
 FA0686_STAMPING: 1160.801 C 49 1933
 FA0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0686
 FA0686  HISTORY     - Date     Condition        Report By
 FA0686  HISTORY     - 1933     MONUMENTED       CGS
 FA0686  HISTORY     - 1962     GOOD             NGS
 FA0686
 FA0686                          STATION DESCRIPTION
 FA0686
 FA0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FA0686'AT HICKORY.
 FA0686'RECOVERED AS DESCRIBED EXCEPT THE STREET DESIGNATION HAS BEEN
 FA0686'CHANGED TO 3RD. ST. S.W.  AT HICKORY, CATAWBA COUNTY, ON THE
 FA0686'SOUTHERN RAILWAY, 200 FEET WEST OF THE STATION, AT A CONCRETE
 FA0686'BRIDGE OVER FOURTEENTH STREET, IN THE TOP OF THE SOUTH END OF
 FA0686'THE WEST ABUTMENT, 12 FEET SOUTH OF THE SOUTH RAIL, AND 2-1/2
 FA0686'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 1160.801
 FA0686'C 49 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0687 ***********************************************************************
 FA0687  DESIGNATION -  C 49 RESET
 FA0687  PID         -  FA0687
 FA0687  STATE/COUNTY-  NC/CATAWBA
 FA0687  USGS QUAD   -  HICKORY (1993)
 FA0687
 FA0687                         *CURRENT SURVEY CONTROL
 FA0687  ___________________________________________________________________
 FA0687* NAD 83(1986)-  35 43 53.     (N)    081 20 31.     (W)     SCALED    
 FA0687* NAVD 88     -       354.269  (meters)    1162.30   (feet)  ADJUSTED  
 FA0687  ___________________________________________________________________
 FA0687  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA0687  DYNAMIC HT  -         353.933 (meters)    1161.20  (feet)  COMP
 FA0687  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 FA0687
 FA0687  VERT ORDER  -  FIRST     CLASS I
 FA0687
 FA0687.The horizontal coordinates were scaled from a topographic map and have
 FA0687.an estimated accuracy of +/- 6 seconds.
 FA0687
 FA0687.The orthometric height was determined by differential leveling
 FA0687.and adjusted in June 1991.
 FA0687
 FA0687.The geoid height was determined by GEOID03.
 FA0687
 FA0687.The dynamic height is computed by dividing the NAVD 88
 FA0687.geopotential number by the normal gravity value computed on the
 FA0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0687.degrees latitude (g = 980.6199 gals.).
 FA0687
 FA0687.The modeled gravity was interpolated from observed gravity values.
 FA0687
 FA0687;                    North         East    Units  Estimated Accuracy
 FA0687;SPC NC       -   222,300.      397,770.      MT  (+/- 180 meters Scaled)
 FA0687
 FA0687                          SUPERSEDED SURVEY CONTROL
 FA0687
 FA0687  NGVD 29 (??/??/92)  354.448  (m)         1162.88   (f) ADJ UNCH    1 1
 FA0687
 FA0687.Superseded values are not recommended for survey control.
 FA0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0687.See file dsdata.txt to determine how the superseded data were derived.
 FA0687
 FA0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV690542(NAD 83)
 FA0687_MARKER: DB = BENCH MARK DISK
 FA0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FA0687_SP_SET: ABUTMENT
 FA0687_STAMPING: C 49 RESET 1964
 FA0687_MARK LOGO: CGS   
 FA0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FA0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0687+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 FA0687
 FA0687  HISTORY     - Date     Condition        Report By
 FA0687  HISTORY     - 1964     MONUMENTED       CGS
 FA0687  HISTORY     - 1967     GOOD             NGS
 FA0687  HISTORY     - 19971105 GOOD             NCGS
 FA0687  HISTORY     - 20060902 GOOD             GEOCAC
 FA0687
 FA0687                          STATION DESCRIPTION
 FA0687
 FA0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0687'AT HICKORY.
 FA0687'AT HICKORY, ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD, 135
 FA0687'YARDS SOUTHWEST OF THE NORTHWEST CORNER OF THE RAILROAD STATION,
 FA0687'17 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN
 FA0687'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 FA0687'RAILROAD OVERPASS FOR 3RD STREET SOUTHWEST, AND ABOUT 1 FOOT
 FA0687'BELOW THE LEVEL OF THE TRACK.
 FA0687
 FA0687                          STATION RECOVERY (1997)
 FA0687
 FA0687'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA0687'RECOVERED AS DESCRIBED.
 FA0687
 FA0687                          STATION RECOVERY (2006)
 FA0687
 FA0687'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 FA0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0159 ***********************************************************************
 FA0159  DESIGNATION -  C 50
 FA0159  PID         -  FA0159
 FA0159  STATE/COUNTY-  NC/STANLY
 FA0159  USGS QUAD   -  ALBEMARLE (1993)
 FA0159
 FA0159                         *CURRENT SURVEY CONTROL
 FA0159  ___________________________________________________________________
 FA0159* NAD 83(1986)-  35 22 26.     (N)    080 11 53.     (W)     SCALED    
 FA0159* NAVD 88     -       147.075  (meters)     482.53   (feet)  ADJUSTED  
 FA0159  ___________________________________________________________________
 FA0159  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA0159  DYNAMIC HT  -         146.945 (meters)     482.10  (feet)  COMP
 FA0159  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 FA0159
 FA0159  VERT ORDER  -  SECOND    CLASS 0
 FA0159
 FA0159.The horizontal coordinates were scaled from a topographic map and have
 FA0159.an estimated accuracy of +/- 6 seconds.
 FA0159
 FA0159.The orthometric height was determined by differential leveling
 FA0159.and adjusted in June 1991.
 FA0159
 FA0159.The geoid height was determined by GEOID03.
 FA0159
 FA0159.The dynamic height is computed by dividing the NAVD 88
 FA0159.geopotential number by the normal gravity value computed on the
 FA0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0159.degrees latitude (g = 980.6199 gals.).
 FA0159
 FA0159.The modeled gravity was interpolated from observed gravity values.
 FA0159
 FA0159;                    North         East    Units  Estimated Accuracy
 FA0159;SPC NC       -   180,800.      500,750.      MT  (+/- 180 meters Scaled)
 FA0159
 FA0159                          SUPERSEDED SURVEY CONTROL
 FA0159
 FA0159  NGVD 29 (??/??/92)  147.341  (m)          483.40   (f) ADJ UNCH    2 0
 FA0159
 FA0159.Superseded values are not recommended for survey control.
 FA0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0159.See file dsdata.txt to determine how the superseded data were derived.
 FA0159
 FA0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV728148(NAD 83)
 FA0159_MARKER: DB = BENCH MARK DISK
 FA0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0159_STAMPING: C 50 1933
 FA0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0159+STABILITY: SURFACE MOTION
 FA0159
 FA0159  HISTORY     - Date     Condition        Report By
 FA0159  HISTORY     - 1933     MONUMENTED       CGS
 FA0159  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0159  HISTORY     - 20050308 MARK NOT FOUND   USPSQD
 FA0159
 FA0159                          STATION DESCRIPTION
 FA0159
 FA0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0159'1.9 MI N FROM ALBEMARLE.
 FA0159'1.9 MILES NORTH ALONG THE CAROLINA AND NORTHWESTERN RAILWAY
 FA0159'FROM THE STATION AT ALBEMARLE, 235 FEET NORTH OF MILEPOST
 FA0159'29, 0.2 MILE SOUTH OF THE PALMER MONUMENT CO., 400 FEET WEST OF
 FA0159'U.S. HIGHWAY 52, 15 FEET EAST OF THE CENTERLINE OF THE TRACK,
 FA0159'AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL, SET IN THE TOP
 FA0159'OF A CONCRETE POST.  IN THE VICINITY OF THE CROSSING OF SR
 FA0159'1414, THE PROBABLE AREA WAS SEARCHED AND PROBED WITHOUT RESULTS.
 FA0159
 FA0159                          STATION RECOVERY (2005)
 FA0159
 FA0159'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0201 ***********************************************************************
 FA0201  DESIGNATION -  C 51
 FA0201  PID         -  FA0201
 FA0201  STATE/COUNTY-  NC/ANSON
 FA0201  USGS QUAD   -  POLKTON (1970)
 FA0201
 FA0201                         *CURRENT SURVEY CONTROL
 FA0201  ___________________________________________________________________
 FA0201* NAD 83(1986)-  35 00 20.     (N)    080 12 14.     (W)     SCALED    
 FA0201* NAVD 88     -        94.392  (meters)     309.68   (feet)  ADJUSTED  
 FA0201  ___________________________________________________________________
 FA0201  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA0201  DYNAMIC HT  -          94.305 (meters)     309.40  (feet)  COMP
 FA0201  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 FA0201
 FA0201  VERT ORDER  -  SECOND    CLASS 0
 FA0201
 FA0201.The horizontal coordinates were scaled from a topographic map and have
 FA0201.an estimated accuracy of +/- 6 seconds.
 FA0201
 FA0201.The orthometric height was determined by differential leveling
 FA0201.and adjusted in June 1991.
 FA0201
 FA0201.The geoid height was determined by GEOID03.
 FA0201
 FA0201.The dynamic height is computed by dividing the NAVD 88
 FA0201.geopotential number by the normal gravity value computed on the
 FA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0201.degrees latitude (g = 980.6199 gals.).
 FA0201
 FA0201.The modeled gravity was interpolated from observed gravity values.
 FA0201
 FA0201;                    North         East    Units  Estimated Accuracy
 FA0201;SPC NC       -   139,950.      499,720.      MT  (+/- 180 meters Scaled)
 FA0201
 FA0201                          SUPERSEDED SURVEY CONTROL
 FA0201
 FA0201  NGVD 29 (??/??/92)   94.659  (m)          310.56   (f) ADJ UNCH    2 0
 FA0201
 FA0201.Superseded values are not recommended for survey control.
 FA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0201.See file dsdata.txt to determine how the superseded data were derived.
 FA0201
 FA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU726739(NAD 83)
 FA0201_MARKER: DB = BENCH MARK DISK
 FA0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0201_STAMPING: C 51 1933
 FA0201_MARK LOGO: CGS   
 FA0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0201+STABILITY: SURFACE MOTION
 FA0201
 FA0201  HISTORY     - Date     Condition        Report By
 FA0201  HISTORY     - 1933     MONUMENTED       CGS
 FA0201  HISTORY     - 1967     POOR             NGS
 FA0201  HISTORY     - 20031117 SEE DESCRIPTION  NCGS
 FA0201
 FA0201                          STATION DESCRIPTION
 FA0201
 FA0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FA0201'AT POLKTON.
 FA0201'AT POLKTON, ANSON COUNTY, 30 FEET EAST OF THE EAST END OF THE
 FA0201'SEABOARD AIR LINE RAILWAY STATION, 25 FEET NORTH OF THE NORTH
 FA0201'RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 FA0201'STAMPED C 51 1933 AND SET IN THE TOP OF A CONCRETE POST.
 FA0201
 FA0201                          STATION RECOVERY (1967)
 FA0201
 FA0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FA0201'MARK RECOVERED IN POOR CONDITION.
 FA0201
 FA0201                          STATION RECOVERY (2003)
 FA0201
 FA0201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA0201'THE STATION WAS NOT FOUND.  THE SITE WAS COVERED WITH FRESH SOIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0202 ***********************************************************************
 FA0202  DESIGNATION -  C 51 RESET
 FA0202  PID         -  FA0202
 FA0202  STATE/COUNTY-  NC/ANSON
 FA0202  USGS QUAD   -  POLKTON (1970)
 FA0202
 FA0202                         *CURRENT SURVEY CONTROL
 FA0202  ___________________________________________________________________
 FA0202* NAD 83(1986)-  35 00 20.     (N)    080 12 14.     (W)     SCALED    
 FA0202* NAVD 88     -        94.46   (meters)     309.9    (feet)  RESET     
 FA0202  ___________________________________________________________________
 FA0202  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 FA0202  VERT ORDER  -  THIRD
 FA0202
 FA0202.The horizontal coordinates were scaled from a topographic map and have
 FA0202.an estimated accuracy of +/- 6 seconds.
 FA0202
 FA0202.The orthometric height was computed from unverified reset data.
 FA0202
 FA0202.The geoid height was determined by GEOID03.
 FA0202
 FA0202;                    North         East    Units  Estimated Accuracy
 FA0202;SPC NC       -   139,950.      499,720.      MT  (+/- 180 meters Scaled)
 FA0202
 FA0202                          SUPERSEDED SURVEY CONTROL
 FA0202
 FA0202.No superseded survey control is available for this station.
 FA0202
 FA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU726739(NAD 83)
 FA0202_MARKER: DB = BENCH MARK DISK
 FA0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0202_STAMPING: C 51 RESET 1967
 FA0202_MARK LOGO: CGS   
 FA0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0202+STABILITY: SURFACE MOTION
 FA0202
 FA0202  HISTORY     - Date     Condition        Report By
 FA0202  HISTORY     - 1967     MONUMENTED       CGS
 FA0202  HISTORY     - 19920730 MARK NOT FOUND   USPSQD
 FA0202  HISTORY     - 20031209 SEE DESCRIPTION  NCGS
 FA0202
 FA0202                          STATION DESCRIPTION
 FA0202
 FA0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 FA0202'AT POLKTON.
 FA0202'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 FA0202'INCHES, 54 FEET EAST OF THE NORTHEAST CORNER OF THE SEABOARD
 FA0202'AIRLINE RAILWAY STATION, 48 FEET SOUTH OF POLE NO. 3397 (FROM
 FA0202'WHICH THE WIRES CROSS THE ROAD), 45.6 FEET NORTH OF THE NORTH RAIL
 FA0202'OF THE MAIN TRACK, 29.4 FEET NORTH OF THE NORTH RAIL OF A SIDING,
 FA0202'AND 25 FEET EAST OF THE CENTER OF STATE HIGHWAY 218.
 FA0202
 FA0202                          STATION RECOVERY (1992)
 FA0202
 FA0202'RECOVERY NOTE BY US POWER SQUADRON 1992 (ELS)
 FA0202'MARK NOT FOUND.
 FA0202
 FA0202                          STATION RECOVERY (2003)
 FA0202
 FA0202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FA0202'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1060 ***********************************************************************
 EB1060  DESIGNATION -  C 52 RESET
 EB1060  PID         -  EB1060
 EB1060  STATE/COUNTY-  NC/ANSON
 EB1060  USGS QUAD   -  LILESVILLE (1982)
 EB1060
 EB1060                         *CURRENT SURVEY CONTROL
 EB1060  ___________________________________________________________________
 EB1060* NAD 83(1986)-  34 58 13.     (N)    079 59 06.     (W)     SCALED    
 EB1060* NAVD 88     -       146.23   (meters)     479.8    (feet)  RESET     
 EB1060  ___________________________________________________________________
 EB1060  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 EB1060  VERT ORDER  -  THIRD
 EB1060
 EB1060.The horizontal coordinates were scaled from a topographic map and have
 EB1060.an estimated accuracy of +/- 6 seconds.
 EB1060
 EB1060.The orthometric height was computed from unverified reset data.
 EB1060
 EB1060.The geoid height was determined by GEOID03.
 EB1060
 EB1060;                    North         East    Units  Estimated Accuracy
 EB1060;SPC NC       -   135,810.      519,660.      MT  (+/- 180 meters Scaled)
 EB1060
 EB1060                          SUPERSEDED SURVEY CONTROL
 EB1060
 EB1060.No superseded survey control is available for this station.
 EB1060
 EB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU926702(NAD 83)
 EB1060_MARKER: DB = BENCH MARK DISK
 EB1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB1060_STAMPING: C 52 RESET 1970
 EB1060_MARK LOGO: NGS   
 EB1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1060+STABILITY: SURFACE MOTION
 EB1060
 EB1060  HISTORY     - Date     Condition        Report By
 EB1060  HISTORY     - 1970     MONUMENTED       NGS
 EB1060
 EB1060                          STATION DESCRIPTION
 EB1060
 EB1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 EB1060'AT LILESVILLE.
 EB1060'AT LILESVILLE, SOUTHERLY ACROSS RAILROAD TRACKS FROM THE RAILROAD
 EB1060'DEPOT, 50 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 30 FEET NORTHEAST
 EB1060'OF INTERSECTION OF NORTH COWAN AND THIRD STREETS AND 2 FEET SOUTH
 EB1060'OF UTILITY POLE WITH METER.  A STANDARD DISK SET FLUSH IN A
 EB1060'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTING
 EB1060'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2448 ***********************************************************************
 FX2448  DESIGNATION -  C 531
 FX2448  PID         -  FX2448
 FX2448  STATE/COUNTY-  NC/BERTIE
 FX2448  USGS QUAD   -  WINDSOR NORTH (1981)
 FX2448
 FX2448                         *CURRENT SURVEY CONTROL
 FX2448  ___________________________________________________________________
 FX2448* NAD 83(2001)-  36 01 02.25240(N)    076 53 22.99076(W)     NO CHECK  
 FX2448* NAVD 88     -        12.451  (meters)      40.85   (feet)  ADJUSTED  
 FX2448  ___________________________________________________________________
 FX2448  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 FX2448  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 FX2448  DYNAMIC HT  -          12.441 (meters)      40.82  (feet)  COMP
 FX2448  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 FX2448
 FX2448  HORZ ORDER  -  SECOND
 FX2448  VERT ORDER  -  SECOND    CLASS II
 FX2448
 FX2448.The horizontal coordinates were established by classical geodetic methods
 FX2448.and adjusted by the National Geodetic Survey in August 2005.
 FX2448.No horizontal observational check was made to the station.
 FX2448
 FX2448.The orthometric height was determined by differential leveling
 FX2448.and adjusted in June 1991.
 FX2448
 FX2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2448
 FX2448.The geoid height was determined by GEOID03.
 FX2448
 FX2448.The dynamic height is computed by dividing the NAVD 88
 FX2448.geopotential number by the normal gravity value computed on the
 FX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2448.degrees latitude (g = 980.6199 gals.).
 FX2448
 FX2448.The modeled gravity was interpolated from observed gravity values.
 FX2448
 FX2448;                    North         East     Units Scale Factor Converg.
 FX2448;SPC NC       -   253,541.166   799,808.725   MT  0.99996173   +1 13 04.8
 FX2448;SPC NC       -   831,826.31  2,624,039.13   sFT  0.99996173   +1 13 04.8
 FX2448;UTM  18      - 3,987,518.088   329,711.643   MT  0.99995732   -1 06 41.3
 FX2448
 FX2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2448!SPC NC       -   1.00000371  x   0.99996173  =   0.99996544
 FX2448!UTM  18      -   1.00000371  x   0.99995732  =   0.99996103
 FX2448
 FX2448                          SUPERSEDED SURVEY CONTROL
 FX2448
 FX2448  NAD 83(1993)-  36 01 02.26096(N)    076 53 23.00144(W) AD(       ) 2
 FX2448  NAD 83(1986)-  36 01 02.26208(N)    076 53 23.00291(W) AD(       ) 2
 FX2448  NGVD 29 (??/??/92)   12.784  (m)           41.94   (f) ADJ UNCH    2 2
 FX2448
 FX2448.Superseded values are not recommended for survey control.
 FX2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2448.See file dsdata.txt to determine how the superseded data were derived.
 FX2448
 FX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2971287518(NAD 83)
 FX2448_MARKER: DD = SURVEY DISK
 FX2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2448_STAMPING: 30 NC-1/C 531-
 FX2448_MARK LOGO: DOD   
 FX2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2448+STABILITY: SURFACE MOTION
 FX2448
 FX2448  HISTORY     - Date     Condition        Report By
 FX2448  HISTORY     - 1942     MONUMENTED       DOD
 FX2448  HISTORY     - 1975     GOOD             NCGS
 FX2448  HISTORY     - 1980     GOOD             NCGS
 FX2448
 FX2448                          STATION DESCRIPTION
 FX2448
 FX2448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2448'3.4 MI ENE FROM WINDSOR.
 FX2448'TO REACH STATION FROM INTERSECTION OF KING AND GRANVILLE STREETS
 FX2448'(JUNCTION OF US 13 AND US 17 BUSINESS) IN CENTER OF WINDOR, PROCEED SE
 FX2448'AND EAST ALONG KING STREET (US 17 NORTH) FOR 4.1 MILES TO
 FX2448'Y-INTERSECTION WITH SR 1001, AND STATION APPROXIMATELY 250 FEET NE OF
 FX2448'THE INTERSECTION IN THE SE CORNER OF THE GREEN CROSS MISSIONARY
 FX2448'BAPTIST CHURCH YARD.  40.7 FT. NNW OF C/L OF US 17, 1.7 FT. ENE OF 5
 FX2448'IN. MAGNOLIA, 22.7 FT. ENE OF PP NO. H 182-70 WITH ALUMINUM REF. TAG,
 FX2448'AND 57.8 FT. SSE OF LAMP POLE WITH ALUMINUM REF. TAG.  DISK IS SET IN
 FX2448'TOP OF CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 FX2448
 FX2448                          STATION RECOVERY (1980)
 FX2448
 FX2448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2448'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT AT
 FX2448'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1621 ***********************************************************************
 FB1621  DESIGNATION -  C 54
 FB1621  PID         -  FB1621
 FB1621  STATE/COUNTY-  NC/CHEROKEE
 FB1621  USGS QUAD   -  MARBLE (1990)
 FB1621
 FB1621                         *CURRENT SURVEY CONTROL
 FB1621  ___________________________________________________________________
 FB1621* NAD 83(1986)-  35 10 34.     (N)    083 55 40.     (W)     SCALED    
 FB1621* NAVD 88     -       513.680  (meters)    1685.30   (feet)  ADJUSTED  
 FB1621  ___________________________________________________________________
 FB1621  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB1621  DYNAMIC HT  -         513.153 (meters)    1683.57  (feet)  COMP
 FB1621  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 FB1621
 FB1621  VERT ORDER  -  SECOND    CLASS 0
 FB1621
 FB1621.The horizontal coordinates were scaled from a topographic map and have
 FB1621.an estimated accuracy of +/- 6 seconds.
 FB1621
 FB1621.The orthometric height was determined by differential leveling
 FB1621.and adjusted in June 1991.
 FB1621
 FB1621.The geoid height was determined by GEOID03.
 FB1621
 FB1621.The dynamic height is computed by dividing the NAVD 88
 FB1621.geopotential number by the normal gravity value computed on the
 FB1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1621.degrees latitude (g = 980.6199 gals.).
 FB1621
 FB1621.The modeled gravity was interpolated from observed gravity values.
 FB1621
 FB1621;                    North         East    Units  Estimated Accuracy
 FB1621;SPC NC       -   169,340.      160,960.      MT  (+/- 180 meters Scaled)
 FB1621
 FB1621                          SUPERSEDED SURVEY CONTROL
 FB1621
 FB1621  NGVD 29 (??/??/92)  513.716  (m)         1685.42   (f) ADJ UNCH    2 0
 FB1621
 FB1621.Superseded values are not recommended for survey control.
 FB1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1621.See file dsdata.txt to determine how the superseded data were derived.
 FB1621
 FB1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU333965(NAD 83)
 FB1621_MARKER: DB = BENCH MARK DISK
 FB1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1621_STAMPING: C 54 1933
 FB1621_PROJECTION: FLUSH
 FB1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1621+STABILITY: SURFACE MOTION
 FB1621
 FB1621  HISTORY     - Date     Condition        Report By
 FB1621  HISTORY     - 1933     MONUMENTED       CGS
 FB1621  HISTORY     - 1934     GOOD             NGS
 FB1621  HISTORY     - 19870226 MARK NOT FOUND   NCGS
 FB1621
 FB1621                          STATION DESCRIPTION
 FB1621
 FB1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1621'6 MI W FROM ANDREWS.
 FB1621'6.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 FB1621'ANDREWS, CHEROKEE COUNTY, 755 FEET SOUTHWEST OF THE STATION AT
 FB1621'MARBLE, 65 FEET NORTHEAST OF MILEPOST 113, 18 FEET SOUTHEAST
 FB1621'OF THE SOUTHEAST RAIL, 17 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 FB1621'HIGHWAY 19, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 FB1621'STANDARD DISK, STAMPED C 54 1933 AND SET IN THE TOP OF A CONCRETE
 FB1621'POST PROJECTING 8 INCHES ABOVE GROUND.
 FB1621
 FB1621                          STATION RECOVERY (1987)
 FB1621
 FB1621'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (LWA)
 FB1621'STATION WAS NOT FOUND.  MARK HAS MOST LIKELY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1432 ***********************************************************************
 FB1432  DESIGNATION -  C 55
 FB1432  PID         -  FB1432
 FB1432  STATE/COUNTY-  NC/MACON
 FB1432  USGS QUAD   -  SCALY MOUNTAIN (1974)
 FB1432
 FB1432                         *CURRENT SURVEY CONTROL
 FB1432  ___________________________________________________________________
 FB1432* NAD 83(1986)-  35 06 46.     (N)    083 15 54.     (W)     SCALED    
 FB1432* NAVD 88     -       825.518  (meters)    2708.39   (feet)  ADJUSTED  
 FB1432  ___________________________________________________________________
 FB1432  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB1432  DYNAMIC HT  -         824.593 (meters)    2705.35  (feet)  COMP
 FB1432  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 FB1432
 FB1432  VERT ORDER  -  SECOND    CLASS 0
 FB1432
 FB1432.The horizontal coordinates were scaled from a topographic map and have
 FB1432.an estimated accuracy of +/- 6 seconds.
 FB1432
 FB1432.The orthometric height was determined by differential leveling
 FB1432.and adjusted in June 1991.
 FB1432
 FB1432.The geoid height was determined by GEOID03.
 FB1432
 FB1432.The dynamic height is computed by dividing the NAVD 88
 FB1432.geopotential number by the normal gravity value computed on the
 FB1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1432.degrees latitude (g = 980.6199 gals.).
 FB1432
 FB1432.The modeled gravity was interpolated from observed gravity values.
 FB1432
 FB1432;                    North         East    Units  Estimated Accuracy
 FB1432;SPC NC       -   159,520.      220,960.      MT  (+/- 180 meters Scaled)
 FB1432
 FB1432                          SUPERSEDED SURVEY CONTROL
 FB1432
 FB1432  NGVD 29 (??/??/92)  825.500  (m)         2708.33   (f) ADJ UNCH    2 0
 FB1432
 FB1432.Superseded values are not recommended for survey control.
 FB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1432.See file dsdata.txt to determine how the superseded data were derived.
 FB1432
 FB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU935878(NAD 83)
 FB1432_MARKER: DB = BENCH MARK DISK
 FB1432_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FB1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1432_STAMPING: 2708.492 C 55 1934
 FB1432_MARK LOGO: CGS   
 FB1432_PROJECTION: PROJECTING 13 CENTIMETERS
 FB1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB1432
 FB1432  HISTORY     - Date     Condition        Report By
 FB1432  HISTORY     - 1934     MONUMENTED       CGS
 FB1432  HISTORY     - 1934     GOOD             NGS
 FB1432  HISTORY     - 19940216 SEE DESCRIPTION  NCGS
 FB1432  HISTORY     - 20050525 SEE DESCRIPTION  NCGS
 FB1432
 FB1432                          STATION DESCRIPTION
 FB1432
 FB1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB1432'8.5 MI NW FROM HIGHLANDS.
 FB1432'8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 64 FROM HIGHLANDS, MACON
 FB1432'COUNTY, 1.9 MILES SOUTHEAST OF THE POST OFFICE AT GNEISS, AT A
 FB1432'CURVE, 0.5 MILE EAST OF THE FALLS IN CULLASAJA RIVER, 23 YARDS
 FB1432'NORTH OF A WOODEN BRIDGE OVER A CREEK, AND 9 YARDS EAST OF THE
 FB1432'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 FB1432'POST PROJECTING 5 INCHES ABOVE GROUND.
 FB1432
 FB1432                          STATION RECOVERY (1994)
 FB1432
 FB1432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB1432'MARK SEARCHED FOR BUT NOT FOUND.
 FB1432
 FB1432                          STATION RECOVERY (2005)
 FB1432
 FB1432'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (MDB)
 FB1432'THE STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0445 ***********************************************************************
 FB0445  DESIGNATION -  C 56
 FB0445  PID         -  FB0445
 FB0445  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0445  USGS QUAD   -  ROSMAN (1990)
 FB0445
 FB0445                         *CURRENT SURVEY CONTROL
 FB0445  ___________________________________________________________________
 FB0445* NAD 83(1986)-  35 10 36.     (N)    082 47 39.     (W)     SCALED    
 FB0445* NAVD 88     -       670.203  (meters)    2198.82   (feet)  ADJUSTED  
 FB0445  ___________________________________________________________________
 FB0445  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 FB0445  DYNAMIC HT  -         669.469 (meters)    2196.42  (feet)  COMP
 FB0445  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 FB0445
 FB0445  VERT ORDER  -  SECOND    CLASS 0
 FB0445
 FB0445.The horizontal coordinates were scaled from a topographic map and have
 FB0445.an estimated accuracy of +/- 6 seconds.
 FB0445
 FB0445.The orthometric height was determined by differential leveling
 FB0445.and adjusted in June 1991.
 FB0445
 FB0445.The geoid height was determined by GEOID03.
 FB0445
 FB0445.The dynamic height is computed by dividing the NAVD 88
 FB0445.geopotential number by the normal gravity value computed on the
 FB0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0445.degrees latitude (g = 980.6199 gals.).
 FB0445
 FB0445.The modeled gravity was interpolated from observed gravity values.
 FB0445
 FB0445;                    North         East    Units  Estimated Accuracy
 FB0445;SPC NC       -   164,860.      264,110.      MT  (+/- 180 meters Scaled)
 FB0445
 FB0445                          SUPERSEDED SURVEY CONTROL
 FB0445
 FB0445  NGVD 29 (??/??/92)  670.228  (m)         2198.91   (f) ADJ UNCH    2 0
 FB0445
 FB0445.Superseded values are not recommended for survey control.
 FB0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0445.See file dsdata.txt to determine how the superseded data were derived.
 FB0445
 FB0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU366941(NAD 83)
 FB0445_MARKER: DB = BENCH MARK DISK
 FB0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0445_STAMPING: 2199.290 C 56 1934
 FB0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0445+STABILITY: SURFACE MOTION
 FB0445
 FB0445  HISTORY     - Date     Condition        Report By
 FB0445  HISTORY     - 1934     MONUMENTED       CGS
 FB0445  HISTORY     - 1934     GOOD             NGS
 FB0445
 FB0445                          STATION DESCRIPTION
 FB0445
 FB0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FB0445'5.8 MI SW FROM BREVARD.
 FB0445'5.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM BREVARD,
 FB0445'TRANSYLVANIA COUNTY, 0.8 MILE NORTHEAST OF CHERRYFIELD, 0.2 MILE
 FB0445'EAST OF MILEPOST 28, AT A ROAD CROSSING, 8 YARDS EAST OF THE
 FB0445'CENTERLINE OF THE ROAD, 6 YARDS SOUTH OF THE CENTERLINE OF THE
 FB0445'TRACK, AND 1 YARD EAST OF A GATE, AND SET IN THE TOP OF A
 FB0445'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1220 ***********************************************************************
 FB1220  DESIGNATION -  C 57
 FB1220  PID         -  FB1220
 FB1220  STATE/COUNTY-  NC/SWAIN
 FB1220  USGS QUAD   -  SMOKEMONT (1987)
 FB1220
 FB1220                         *CURRENT SURVEY CONTROL
 FB1220  ___________________________________________________________________
 FB1220* NAD 83(1986)-  35 34 47.     (N)    083 20 47.     (W)     SCALED    
 FB1220* NAVD 88     -       780.654  (meters)    2561.20   (feet)  ADJUSTED  
 FB1220  ___________________________________________________________________
 FB1220  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 FB1220  DYNAMIC HT  -         779.809 (meters)    2558.42  (feet)  COMP
 FB1220  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 FB1220
 FB1220  VERT ORDER  -  SECOND    CLASS 0
 FB1220
 FB1220.The horizontal coordinates were scaled from a topographic map and have
 FB1220.an estimated accuracy of +/- 6 seconds.
 FB1220
 FB1220.The orthometric height was determined by differential leveling
 FB1220.and adjusted in June 1991.
 FB1220
 FB1220.The geoid height was determined by GEOID03.
 FB1220
 FB1220.The dynamic height is computed by dividing the NAVD 88
 FB1220.geopotential number by the normal gravity value computed on the
 FB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1220.degrees latitude (g = 980.6199 gals.).
 FB1220
 FB1220.The modeled gravity was interpolated from observed gravity values.
 FB1220
 FB1220;                    North         East    Units  Estimated Accuracy
 FB1220;SPC NC       -   211,600.      215,820.      MT  (+/- 180 meters Scaled)
 FB1220
 FB1220                          SUPERSEDED SURVEY CONTROL
 FB1220
 FB1220  NGVD 29 (??/??/92)  780.672  (m)         2561.25   (f) ADJ UNCH    2 0
 FB1220
 FB1220.Superseded values are not recommended for survey control.
 FB1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1220.See file dsdata.txt to determine how the superseded data were derived.
 FB1220
 FB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV873398(NAD 83)
 FB1220_MARKER: DB = BENCH MARK DISK
 FB1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1220_STAMPING: C 57 1934
 FB1220_MARK LOGO: CGS   
 FB1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1220+STABILITY: SURFACE MOTION
 FB1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB1220+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2004
 FB1220
 FB1220  HISTORY     - Date     Condition        Report By
 FB1220  HISTORY     - 1934     MONUMENTED       CGS
 FB1220  HISTORY     - 1963     GOOD             USGS
 FB1220  HISTORY     - 20040216 GOOD             NCGS
 FB1220
 FB1220                          STATION DESCRIPTION
 FB1220
 FB1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FB1220'2.7 MI NW FROM SMOKEMONT.
 FB1220'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 107 FROM SMOKEMONT, SWAIN
 FB1220'COUNTY, 300 FEET SOUTH OF A ROCK CUT AT THE DIVERGENCE OF A
 FB1220'CREEK, 30 YARDS NORTH OF A STONE CATCH BASIN, 50 FEET WEST OF THE
 FB1220'CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE HIGHWAY.  A
 FB1220'STANDARD DISK, STAMPED C 57 1934 AND SET IN THE TOP OF A CONCRETE
 FB1220'POST.
 FB1220
 FB1220                          STATION RECOVERY (1963)
 FB1220
 FB1220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FB1220'RECOVERED IN GOOD CONDITION.
 FB1220
 FB1220                          STATION RECOVERY (2004)
 FB1220
 FB1220'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB1220'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND NEW   TO
 FB1220'REACH INFORMATION.
 FB1220' 
 FB1220'PROCEED ALONG US 441 FOR 3.55 MI (5.71 KM) NORTH-NORTHEAST FROM US 19
 FB1220'(IN CHEROKEE AND NEAR THE US 19 BRIDGE OVER THE OCONALUFTEE RIVER) TO
 FB1220'THE OCONALUFTEE WELCOME CENTER.  CONTINUE NORTH-NORTHWEST ON US 441
 FB1220'FOR 6.15 MI (9.90 KM) TO STATION IN THE SOUTH SHOULDER.
 FB1220' 
 FB1220'THE STATION IS 51.0 FT (15.5 M) WEST OF US 441, 113.0 FT (34.4 M)
 FB1220'NORTH-NORTHWEST OF THE NORTH END OF A STONE HEADWALL ON THE WEST SIDE
 FB1220'OF US 441, 8.8 FT (2.7 M) EAST-NORTHEAST OF A 24-INCH (61 CM) LEANING
 FB1220'SOURWOOD WITH WITNESS SIGN--AND 24.7 FT (7.5 M) SOUTH-SOUTHWEST OF A
 FB1220'24-INCH (61 CM) POPLAR, 21.5 FT (6.6 M) SOUTHEAST OF A 14-INCH (36 CM)
 FB1220'SOURWOOD--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB1002 ***********************************************************************
 FB1002  DESIGNATION -  C 58
 FB1002  PID         -  FB1002
 FB1002  STATE/COUNTY-  NC/MADISON
 FB1002  USGS QUAD   -  SANDYMUSH (1941)
 FB1002
 FB1002                         *CURRENT SURVEY CONTROL
 FB1002  ___________________________________________________________________
 FB1002* NAD 83(1986)-  35 44 27.     (N)    082 52 06.     (W)     SCALED    
 FB1002* NAVD 88     -       768.048  (meters)    2519.84   (feet)  ADJUSTED  
 FB1002  ___________________________________________________________________
 FB1002  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 FB1002  DYNAMIC HT  -         767.247 (meters)    2517.21  (feet)  COMP
 FB1002  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 FB1002
 FB1002  VERT ORDER  -  SECOND    CLASS 0
 FB1002
 FB1002.The horizontal coordinates were scaled from a topographic map and have
 FB1002.an estimated accuracy of +/- 6 seconds.
 FB1002
 FB1002.The orthometric height was determined by differential leveling
 FB1002.and adjusted in June 1991.
 FB1002
 FB1002.The geoid height was determined by GEOID03.
 FB1002
 FB1002.The dynamic height is computed by dividing the NAVD 88
 FB1002.geopotential number by the normal gravity value computed on the
 FB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB1002.degrees latitude (g = 980.6199 gals.).
 FB1002
 FB1002.The modeled gravity was interpolated from observed gravity values.
 FB1002
 FB1002;                    North         East    Units  Estimated Accuracy
 FB1002;SPC NC       -   227,660.      259,800.      MT  (+/- 180 meters Scaled)
 FB1002
 FB1002                          SUPERSEDED SURVEY CONTROL
 FB1002
 FB1002  NGVD 29 (??/??/92)  768.119  (m)         2520.07   (f) ADJ UNCH    2 0
 FB1002
 FB1002.Superseded values are not recommended for survey control.
 FB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB1002.See file dsdata.txt to determine how the superseded data were derived.
 FB1002
 FB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV310568(NAD 83)
 FB1002_MARKER: DB = BENCH MARK DISK
 FB1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB1002_STAMPING: C 58 1934
 FB1002_MARK LOGO: CGS   
 FB1002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FB1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB1002+STABILITY: SURFACE MOTION
 FB1002
 FB1002  HISTORY     - Date     Condition        Report By
 FB1002  HISTORY     - 1934     MONUMENTED       CGS
 FB1002  HISTORY     - 1935     GOOD             NGS
 FB1002  HISTORY     - 20040810 SEE DESCRIPTION  NCGS
 FB1002
 FB1002                          STATION DESCRIPTION
 FB1002
 FB1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FB1002'15.7 MI S FROM HOT SPRINGS.
 FB1002'15.7 MILES SOUTH ALONG STATE HIGHWAY 209 FROM HOT SPRINGS,
 FB1002'MADISON COUNTY, 1 MILE SOUTH OF THE POST OFFICE AT TRUST, 0.5
 FB1002'MILE NORTH OF THE POST OFFICE AT LUCK, 100 YARDS SOUTH OF THE
 FB1002'DRIVEWAY LEADING TO A LARGE 2-STORY FRAME FARMHOUSE, 7-1/2 YARDS
 FB1002'SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING INTO A PASTURE,
 FB1002'16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, INSIDE OF THE
 FB1002'PASTURE FENCE, 9 YARDS SOUTH OF A RAIL GATE, AND LEVEL WITH THE
 FB1002'HIGHWAY.  A STANDARD DISK, STAMPED C 58 1934 AND SET IN THE TOP
 FB1002'OF A CONCRETE POST.
 FB1002
 FB1002                          STATION RECOVERY (2004)
 FB1002
 FB1002'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MBD)
 FB1002'STATION NOT FOUND, BELIEVED DESTROYED.  A PARKING LOT AND AUTO REPAIR
 FB1002'SHOP NOW EXIST IN THE REFERENCE AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3091 ***********************************************************************
 GA3091  DESIGNATION -  C 59
 GA3091  PID         -  GA3091
 GA3091  STATE/COUNTY-  NC/MADISON
 GA3091  USGS QUAD   -  FLAG POND (1939)
 GA3091
 GA3091                         *CURRENT SURVEY CONTROL
 GA3091  ___________________________________________________________________
 GA3091* NAD 83(1986)-  36 00 18.     (N)    082 37 08.     (W)     SCALED    
 GA3091* NAVD 88     -       906.815  (meters)    2975.11   (feet)  ADJUSTED  
 GA3091  ___________________________________________________________________
 GA3091  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 GA3091  DYNAMIC HT  -         905.902 (meters)    2972.11  (feet)  COMP
 GA3091  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 GA3091
 GA3091  VERT ORDER  -  SECOND    CLASS 0
 GA3091
 GA3091.The horizontal coordinates were scaled from a topographic map and have
 GA3091.an estimated accuracy of +/- 6 seconds.
 GA3091
 GA3091.The orthometric height was determined by differential leveling
 GA3091.and adjusted in June 1991.
 GA3091
 GA3091.The geoid height was determined by GEOID03.
 GA3091
 GA3091.The dynamic height is computed by dividing the NAVD 88
 GA3091.geopotential number by the normal gravity value computed on the
 GA3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GA3091.degrees latitude (g = 980.6199 gals.).
 GA3091
 GA3091.The modeled gravity was interpolated from observed gravity values.
 GA3091
 GA3091;                    North         East    Units  Estimated Accuracy
 GA3091;SPC NC       -   256,100.      283,420.      MT  (+/- 180 meters Scaled)
 GA3091
 GA3091                          SUPERSEDED SURVEY CONTROL
 GA3091
 GA3091  NGVD 29 (??/??/92)  906.923  (m)         2975.46   (f) ADJ UNCH    2 0
 GA3091
 GA3091.Superseded values are not recommended for survey control.
 GA3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3091.See file dsdata.txt to determine how the superseded data were derived.
 GA3091
 GA3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV540857(NAD 83)
 GA3091_MARKER: DB = BENCH MARK DISK
 GA3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GA3091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GA3091_STAMPING: C 59 1934
 GA3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GA3091+STABILITY: SURFACE MOTION
 GA3091
 GA3091  HISTORY     - Date     Condition        Report By
 GA3091  HISTORY     - 1934     MONUMENTED       CGS
 GA3091  HISTORY     - 1955     MARK NOT FOUND   NGS
 GA3091
 GA3091                          STATION DESCRIPTION
 GA3091
 GA3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GA3091'10.4 MI NE FROM WHITEROCK.
 GA3091'10.4 MILES NORTHEAST ALONG STATE HIGHWAY 212 FROM THE SCHOOL
 GA3091'AT WHITEROCK, MADISON COUNTY, 0.8 MILE SOUTHWEST OF THE NORTH
 GA3091'CAROLINA-TENNESSEE STATE LINE, 6 FEET WEST OF THE WEST LINE
 GA3091'OF THE CORBETT SHELTON LOG CABIN, AND 30 FEET NORTH OF THE
 GA3091'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 59 1934
 GA3091'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0016 ***********************************************************************
 FB0016  DESIGNATION -  C 60
 FB0016  PID         -  FB0016
 FB0016  STATE/COUNTY-  NC/MITCHELL
 FB0016  USGS QUAD   -  LITTLE SWITZERLAND (1994)
 FB0016
 FB0016                         *CURRENT SURVEY CONTROL
 FB0016  ___________________________________________________________________
 FB0016* NAD 83(1986)-  35 51 41.     (N)    082 01 41.     (W)     SCALED    
 FB0016* NAVD 88     -       698.157  (meters)    2290.54   (feet)  ADJUSTED  
 FB0016  ___________________________________________________________________
 FB0016  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FB0016  DYNAMIC HT  -         697.449 (meters)    2288.21  (feet)  COMP
 FB0016  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 FB0016
 FB0016  VERT ORDER  -  SECOND    CLASS 0
 FB0016
 FB0016.The horizontal coordinates were scaled from a topographic map and have
 FB0016.an estimated accuracy of +/- 6 seconds.
 FB0016
 FB0016.The orthometric height was determined by differential leveling
 FB0016.and adjusted in June 1991.
 FB0016
 FB0016.The geoid height was determined by GEOID03.
 FB0016
 FB0016.The dynamic height is computed by dividing the NAVD 88
 FB0016.geopotential number by the normal gravity value computed on the
 FB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0016.degrees latitude (g = 980.6199 gals.).
 FB0016
 FB0016.The modeled gravity was interpolated from observed gravity values.
 FB0016
 FB0016;                    North         East    Units  Estimated Accuracy
 FB0016;SPC NC       -   238,390.      336,170.      MT  (+/- 180 meters Scaled)
 FB0016
 FB0016                          SUPERSEDED SURVEY CONTROL
 FB0016
 FB0016  NGVD 29 (??/??/92)  698.228  (m)         2290.77   (f) ADJ UNCH    2 0
 FB0016
 FB0016.Superseded values are not recommended for survey control.
 FB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0016.See file dsdata.txt to determine how the superseded data were derived.
 FB0016
 FB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV071690(NAD 83)
 FB0016_MARKER: DB = BENCH MARK DISK
 FB0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FB0016_SP_SET: TUNNEL
 FB0016_STAMPING: C 60 1934
 FB0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FB0016
 FB0016  HISTORY     - Date     Condition        Report By
 FB0016  HISTORY     - 1934     MONUMENTED       CGS
 FB0016  HISTORY     - 1936     GOOD             NGS
 FB0016
 FB0016                          STATION DESCRIPTION
 FB0016
 FB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 FB0016'2.8 MI SE FROM SWITZERLAND.
 FB0016'2.8 MILES TOWARD ASHFORD ALONG THE CLINCHFIELD RAILROAD FROM
 FB0016'SWITZERLAND, MITCHELL COUNTY, 1-1/2 FEET NORTH OF THE SOUTH END
 FB0016'OF SPEEDY TUNNEL IN THE WEST CONCRETE WALL, 6 FEET WEST OF THE
 FB0016'CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE GROUND,
 FB0016'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD0170 ***********************************************************************
 DD0170  DESIGNATION -  C 64
 DD0170  PID         -  DD0170
 DD0170  STATE/COUNTY-  NC/BRUNSWICK
 DD0170  USGS QUAD   -  CALABASH (1990)
 DD0170
 DD0170                         *CURRENT SURVEY CONTROL
 DD0170  ___________________________________________________________________
 DD0170* NAD 83(1986)-  33 56 39.     (N)    078 31 02.     (W)     SCALED    
 DD0170* NAVD 88     -        16.224  (meters)      53.23   (feet)  ADJUSTED  
 DD0170  ___________________________________________________________________
 DD0170  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 DD0170  DYNAMIC HT  -          16.208 (meters)      53.18  (feet)  COMP
 DD0170  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 DD0170
 DD0170  VERT ORDER  -  SECOND    CLASS 0
 DD0170
 DD0170.The horizontal coordinates were scaled from a topographic map and have
 DD0170.an estimated accuracy of +/- 6 seconds.
 DD0170
 DD0170.The orthometric height was determined by differential leveling
 DD0170.and adjusted in June 1991.
 DD0170
 DD0170.The geoid height was determined by GEOID03.
 DD0170
 DD0170.The dynamic height is computed by dividing the NAVD 88
 DD0170.geopotential number by the normal gravity value computed on the
 DD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DD0170.degrees latitude (g = 980.6199 gals.).
 DD0170
 DD0170.The modeled gravity was interpolated from observed gravity values.
 DD0170
 DD0170;                    North         East    Units  Estimated Accuracy
 DD0170;SPC NC       -    21,650.      654,240.      MT  (+/- 180 meters Scaled)
 DD0170
 DD0170                          SUPERSEDED SURVEY CONTROL
 DD0170
 DD0170  NGVD 29 (??/??/92)   16.54   (m)           54.3    (f) COMPUTED    2 0
 DD0170
 DD0170.Superseded values are not recommended for survey control.
 DD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD0170.See file dsdata.txt to determine how the superseded data were derived.
 DD0170
 DD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT294587(NAD 83)
 DD0170_MARKER: DB = BENCH MARK DISK
 DD0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD0170_STAMPING: C 64
 DD0170_MARK LOGO: CGS   
 DD0170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD0170+STABILITY: SURFACE MOTION
 DD0170
 DD0170  HISTORY     - Date     Condition        Report By
 DD0170  HISTORY     - 1934     MONUMENTED       CGS
 DD0170  HISTORY     - 1942     GOOD             NGS
 DD0170  HISTORY     - 1988     MARK NOT FOUND   LOCSUR
 DD0170  HISTORY     - 19980916 MARK NOT FOUND   NCGS
 DD0170
 DD0170                          STATION DESCRIPTION
 DD0170
 DD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 DD0170'7.5 MI SW FROM SHALLOTTE.
 DD0170'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 17 FROM THE SCHOOL AT
 DD0170'SHALLOTTE, BRUNSWICK COUNTY, AT THE EAST EDGE OF A SWAMPY AREA,
 DD0170'AT THE WEST EDGE OF A SLIGHT RISE, NORTH OF THE WEST END OF A
 DD0170'BORROW PIT, 48 FEET SOUTHEAST OF THE HIGHWAY, 20 FEET WEST OF
 DD0170'AN OLD ROAD LEADING TO THE PIT, AND SET IN THE TOP OF A CONCRETE
 DD0170'POST.
 DD0170
 DD0170                          STATION RECOVERY (1988)
 DD0170
 DD0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLM)
 DD0170'MARK NOT FOUND.
 DD0170
 DD0170                          STATION RECOVERY (1998)
 DD0170
 DD0170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD0170'NOT FOUND, PROBABLY LOST DUE TO HIGHWAY CONSTRUCTION.  US 17 IS NOW 4
 DD0170'LANE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0540 ***********************************************************************
 EA0540  DESIGNATION -  C 65
 EA0540  PID         -  EA0540
 EA0540  STATE/COUNTY-  NC/NEW HANOVER
 EA0540  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0540
 EA0540                         *CURRENT SURVEY CONTROL
 EA0540  ___________________________________________________________________
 EA0540* NAD 83(1986)-  34 16 10.     (N)    077 54 23.     (W)     SCALED    
 EA0540* NAVD 88     -         9.400  (meters)      30.84   (feet)  ADJUSTED  
 EA0540  ___________________________________________________________________
 EA0540  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 EA0540  DYNAMIC HT  -           9.391 (meters)      30.81  (feet)  COMP
 EA0540  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 EA0540
 EA0540  VERT ORDER  -  FIRST     CLASS I
 EA0540
 EA0540.This mark is at New Hanover Intl Airport (ILM)
 EA0540
 EA0540.The horizontal coordinates were scaled from a topographic map and have
 EA0540.an estimated accuracy of +/- 6 seconds.
 EA0540
 EA0540.The orthometric height was determined by differential leveling
 EA0540.and adjusted in June 1991.
 EA0540
 EA0540.The geoid height was determined by GEOID03.
 EA0540
 EA0540.The dynamic height is computed by dividing the NAVD 88
 EA0540.geopotential number by the normal gravity value computed on the
 EA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0540.degrees latitude (g = 980.6199 gals.).
 EA0540
 EA0540.The modeled gravity was interpolated from observed gravity values.
 EA0540
 EA0540;                    North         East    Units  Estimated Accuracy
 EA0540;SPC NC       -    58,180.      710,310.      MT  (+/- 180 meters Scaled)
 EA0540
 EA0540                          SUPERSEDED SURVEY CONTROL
 EA0540
 EA0540  NGVD 29 (??/??/92)    9.700  (m)           31.82   (f) ADJ UNCH    1 1
 EA0540
 EA0540.Superseded values are not recommended for survey control.
 EA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0540.See file dsdata.txt to determine how the superseded data were derived.
 EA0540
 EA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC324958(NAD 83)
 EA0540_MARKER: DV = VERTICAL CONTROL DISK
 EA0540_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA0540_SP_SET: DRILL HOLE IN BRICK WALL
 EA0540_STAMPING: C 65 1955
 EA0540_MARK LOGO: CGS   
 EA0540_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0540+STABILITY: SURFACE MOTION
 EA0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA0540+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 EA0540
 EA0540  HISTORY     - Date     Condition        Report By
 EA0540  HISTORY     - 1955     MONUMENTED       CGS
 EA0540  HISTORY     - 1975     GOOD             NGS
 EA0540  HISTORY     - 19950112 GOOD             NGS
 EA0540  HISTORY     - 19950112 GOOD             NGS
 EA0540  HISTORY     - 20040826 SEE DESCRIPTION  NCGS
 EA0540  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 EA0540
 EA0540                          STATION DESCRIPTION
 EA0540
 EA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 EA0540'IN WILMINGTON.
 EA0540'AT NEW HANOVER COUNTY AIRPORT, ABOUT 0.1 MILE SOUTH-SOUTHEAST
 EA0540'OF HANGAR, SET VERTICALLY IN THE NORTHWEST BRICK FACE OF CONTROL
 EA0540'TOWER, 1 FOOT SOUTHWEST OF NORTH CORNER OF CONTROL TOWER BUILDING
 EA0540'AND 3 FEET ABOVE GROUND.
 EA0540
 EA0540                          STATION RECOVERY (1975)
 EA0540
 EA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EA0540'RECOVERED IN GOOD CONDITION.
 EA0540
 EA0540                          STATION RECOVERY (1995)
 EA0540
 EA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0540'THE STATION IS LOCATED JUST NORTH OF THE WILMINGTON CITY LIMITS ACROSS
 EA0540'SMITH CREEK ON THE GROUNDS OF THE NEW HANOVER COUNTY AIRPORT AT THE
 EA0540'OLD CONTROL CONTROL TOWER.  THE OLD CONTROL TOWER IS NOW WITHIN THE
 EA0540'CONTROLLED ACCESS AREA OF THE AIRFIELD AND AIRPORT SECURITY MUST BE
 EA0540'CONTACTED TO ARRANGE FOR AIRFIELD ACCESS.  THE STATION IS SET
 EA0540'VERTICALLY IN THE WEST BRICK FACE OF THE OLD CONTROL TOWER BUILDING
 EA0540'WHICH IS NOW AN INTERIOR WALL WHICH MUST BE LEVELED TO THROUGH A
 EA0540'WINDOW IN THE EXTERIOR WALL REQUIRING AN INSTRUMENT SETUP IN THE
 EA0540'FLOWER BED BORDERING THE NEWER PART OF THE BUILDING.  THE OLD CONTROL
 EA0540'TOWER HAS BEEN STRIPPED AND GUTTED AND IS MAINLY USED NOW AS AN
 EA0540'INSTRUMENT PLATFORM.  THE NEWER PART OF THE BUILDING IS STILL IN USE
 EA0540'BY AIRPORT FIRE, EMERGENCY AND SECURITY PERSONNEL.  THE KEY TO THE
 EA0540'BUILDING MAY BE OBTAINED FROM THE FIRE AND RESUE STATION JUST TO THE
 EA0540'SOUTHWEST.
 EA0540
 EA0540                          STATION RECOVERY (1995)
 EA0540
 EA0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 EA0540'THE STATION IS LOCATED JUST NORTH OF THE WILMINGTON CITY LIMITS ACROSS
 EA0540'SMITH CREEK ON THE GROUNDS OF THE NEW HANOVER COUNTY AIRPORT AT THE
 EA0540'OLD CONTROL CONTROL TOWER.  THE OLD CONTROL TOWER IS NOW WITHIN THE
 EA0540'CONTROLLED ACCESS AREA OF THE AIRFIELD AND AIRPORT SECURITY MUST BE
 EA0540'CONTACTED TO ARRANGE FOR AIRFIELD ACCESS.  THE STATION IS SET
 EA0540'VERTICALLY IN THE WEST BRICK FACE OF THE OLD CONTROL TOWER BUILDING
 EA0540'WHICH IS NOW AN INTERIOR WALL WHICH MUST BE LEVELED TO THROUGH A
 EA0540'WINDOW IN THE EXTERIOR WALL REQUIRING AN INSTRUMENT SETUP IN THE
 EA0540'FLOWER BED BORDERING THE NEWER PART OF THE BUILDING.  THE OLD CONTROL
 EA0540'TOWER HAS BEEN STRIPPED AND GUTTED AND IS MAINLY USED NOW AS AN
 EA0540'INSTRUMENT PLATFORM.  THE NEWER PART OF THE BUILDING IS STILL IN USE
 EA0540'BY AIRPORT FIRE, EMERGENCY AND SECURITY PERSONNEL.  THE KEY TO THE
 EA0540'BUILDING MAY BE OBTAINED FROM THE FIRE AND RESUE STATION JUST TO THE
 EA0540'SOUTHWEST.
 EA0540
 EA0540                          STATION RECOVERY (2004)
 EA0540
 EA0540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EWB)
 EA0540'MARKER DESTROYED, OLD CONTROL TOWER HAS BEEN REMOVED.
 EA0540
 EA0540                          STATION RECOVERY (2005)
 EA0540
 EA0540'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1255 ***********************************************************************
 FX1255  DESIGNATION -  C 66
 FX1255  PID         -  FX1255
 FX1255  STATE/COUNTY-  NC/NORTHAMPTON
 FX1255  USGS QUAD   -  CONWAY (1973)
 FX1255
 FX1255                         *CURRENT SURVEY CONTROL
 FX1255  ___________________________________________________________________
 FX1255* NAD 83(1986)-  36 26 06.     (N)    077 13 42.     (W)     SCALED    
 FX1255* NAVD 88     -        31.714  (meters)     104.05   (feet)  POSTED    
 FX1255  ___________________________________________________________________
 FX1255  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 FX1255  DYNAMIC HT  -          31.690 (meters)     103.97  (feet)  COMP
 FX1255  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 FX1255
 FX1255  VERT ORDER  -  * POSTED, Code   , SEE BELOW
 FX1255
 FX1255.The horizontal coordinates were scaled from a topographic map and have
 FX1255.an estimated accuracy of +/- 6 seconds.
 FX1255
 FX1255.The orthometric height was determined by differential leveling
 FX1255.and adjusted in April 2001.
 FX1255
 FX1255.The geoid height was determined by GEOID03.
 FX1255
 FX1255.The dynamic height is computed by dividing the NAVD 88
 FX1255.geopotential number by the normal gravity value computed on the
 FX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1255.degrees latitude (g = 980.6199 gals.).
 FX1255
 FX1255.The modeled gravity was interpolated from observed gravity values.
 FX1255
 FX1255;                    North         East    Units  Estimated Accuracy
 FX1255;SPC NC       -   299,290.      768,470.      MT  (+/- 180 meters Scaled)
 FX1255
 FX1255                          SUPERSEDED SURVEY CONTROL
 FX1255
 FX1255  NAVD 88 (??/??/92)   31.736  (m)          104.12   (f) UNKNOWN     3 0
 FX1255  NGVD 29 (??/??/92)   32.080  (m)          105.25   (f) ADJ UNCH    2 0
 FX1255
 FX1255.Superseded values are not recommended for survey control.
 FX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1255.See file dsdata.txt to determine how the superseded data were derived.
 FX1255
 FX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF002345(NAD 83)
 FX1255_MARKER: DB = BENCH MARK DISK
 FX1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1255_STAMPING: C 66 1934
 FX1255_MARK LOGO: CGS   
 FX1255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1255+STABILITY: SURFACE MOTION
 FX1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX1255+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1997
 FX1255
 FX1255  HISTORY     - Date     Condition        Report By
 FX1255  HISTORY     - 1934     MONUMENTED       CGS
 FX1255  HISTORY     - 1943     GOOD             NGS
 FX1255  HISTORY     - 19970528 GOOD             NCGS
 FX1255
 FX1255                          STATION DESCRIPTION
 FX1255
 FX1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 FX1255'AT CONWAY.
 FX1255'AT CONWAY, NORTHAMPTON COUNTY, 30 FEET SOUTH OF THE SEABOARD
 FX1255'AIR LINE RAILWAY STATION, 4 YARDS SOUTH OF THE CENTERLINE OF A
 FX1255'DIRT ROAD, 30 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 FX1255'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 FX1255'GROUND.
 FX1255
 FX1255                          STATION RECOVERY (1997)
 FX1255
 FX1255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 FX1255'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FX1255'UPDATES.  THE SEABOARD AIR LINE RAILWAY STATION IS GONE.  MARK IS 33.6
 FX1255'FT (10.2 M) EAST OF THE EAST RAIL OF THE MAIN TRACK AND IS RECESSED
 FX1255'1-INCH BELOW THE GROUND.  STATION IS ABOUT 44-YARDS EAST-SOUTHEAST OF
 FX1255'THE POST OFFICE IN CONWAY, 84.0 FT (25.6 M) EAST-SOUTHEAST OF THE
 FX1255'INTERSECTION OF NC 35 (S. CHURCH STREET) AND DAVIS STREET, 52.4 FT
 FX1255'(16.0 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 7-FOOT SQUARE
 FX1255'CONCRETE PAD, 7.2 FT (2.2 M) NORTH-NORTHWEST OF A WOODEN RAILROAD SIGN
 FX1255'POST WITH REFERENCE TAG, AND 0.8 FT (24.4 CM) WEST OF A METAL WITNESS
 FX1255'POST. MARK IS ALSO ABOUT LEVEL WITH THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0279 ***********************************************************************
 FY0279  DESIGNATION -  C 66
 FY0279  PID         -  FY0279
 FY0279  STATE/COUNTY-  NC/WARREN
 FY0279  USGS QUAD   -  WARRENTON (1970)
 FY0279
 FY0279                         *CURRENT SURVEY CONTROL
 FY0279  ___________________________________________________________________
 FY0279* NAD 83(1986)-  36 26 45.     (N)    078 11 39.     (W)     SCALED    
 FY0279* NAVD 88     -       134.043  (meters)     439.77   (feet)  POSTED    
 FY0279  ___________________________________________________________________
 FY0279  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 FY0279  DYNAMIC HT  -         133.930 (meters)     439.40  (feet)  COMP
 FY0279  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 FY0279
 FY0279  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 FY0279
 FY0279.The horizontal coordinates were scaled from a topographic map and have
 FY0279.an estimated accuracy of +/- 6 seconds.
 FY0279
 FY0279.The orthometric height was determined by differential leveling
 FY0279.and adjusted by the  in 1992.
 FY0279.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 FY0279.rate of 4.1 thru 8.0 mm/km.
 FY0279
 FY0279.The geoid height was determined by GEOID03.
 FY0279
 FY0279.The dynamic height is computed by dividing the NAVD 88
 FY0279.geopotential number by the normal gravity value computed on the
 FY0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0279.degrees latitude (g = 980.6199 gals.).
 FY0279
 FY0279.The modeled gravity was interpolated from observed gravity values.
 FY0279
 FY0279;                    North         East    Units  Estimated Accuracy
 FY0279;SPC NC       -   299,370.      681,850.      MT  (+/- 180 meters Scaled)
 FY0279
 FY0279                          SUPERSEDED SURVEY CONTROL
 FY0279
 FY0279  NGVD 29 (??/??/92)  134.31   (m)          440.6    (f) COMPUTED    2 0
 FY0279
 FY0279.Superseded values are not recommended for survey control.
 FY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0279.See file dsdata.txt to determine how the superseded data were derived.
 FY0279
 FY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA514370(NAD 83)
 FY0279_MARKER: DB = BENCH MARK DISK
 FY0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0279_STAMPING: C 66 1934
 FY0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0279+STABILITY: SURFACE MOTION
 FY0279
 FY0279  HISTORY     - Date     Condition        Report By
 FY0279  HISTORY     - 1934     MONUMENTED       CGS
 FY0279
 FY0279                          STATION DESCRIPTION
 FY0279
 FY0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FY0279'IN NORLINA.
 FY0279'ON THE VIRGINIAN DIVISION - SEABOARD AIR LINE RAILROAD, IN THE
 FY0279'SOUTH END OF A SMALL RAILROAD PARK NORTHWEST OF NORLINA SEABOARD
 FY0279'AIR LINE PASSENGER STATION, 30 YARDS SOUTHEAST OF J.P. WILLIAMS
 FY0279'GENERAL STORE, 2 YARD OFFSET SOUTH OF SOUTH SIDE OF WILLIAMS
 FY0279'STORE, 4 YARDS EAST OF A WIRE FENCE, 16 YARDS SOUTHWEST OF A
 FY0279'TELEPHONE POLE NEAREST TO WIRE FENCE, 19 YARDS NORTHWEST OF
 FY0279'NORTHWEST RAIL OF MAIN TRACK, 2 FEET ABOVE TOP OF RAIL, ON TOP
 FY0279'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0773 ***********************************************************************
 FX0773  DESIGNATION -  C 67
 FX0773  PID         -  FX0773
 FX0773  STATE/COUNTY-  NC/BERTIE
 FX0773  USGS QUAD   -  POWELLSVILLE (1982)
 FX0773
 FX0773                         *CURRENT SURVEY CONTROL
 FX0773  ___________________________________________________________________
 FX0773* NAD 83(1986)-  36 08 38.     (N)    076 56 20.     (W)     SCALED    
 FX0773* NAVD 88     -        19.338  (meters)      63.44   (feet)  ADJUSTED  
 FX0773  ___________________________________________________________________
 FX0773  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 FX0773  DYNAMIC HT  -          19.323 (meters)      63.40  (feet)  COMP
 FX0773  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 FX0773
 FX0773  VERT ORDER  -  SECOND    CLASS 0
 FX0773
 FX0773.The horizontal coordinates were scaled from a topographic map and have
 FX0773.an estimated accuracy of +/- 6 seconds.
 FX0773
 FX0773.The orthometric height was determined by differential leveling
 FX0773.and adjusted in June 1991.
 FX0773
 FX0773.The geoid height was determined by GEOID03.
 FX0773
 FX0773.The dynamic height is computed by dividing the NAVD 88
 FX0773.geopotential number by the normal gravity value computed on the
 FX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0773.degrees latitude (g = 980.6199 gals.).
 FX0773
 FX0773.The modeled gravity was interpolated from observed gravity values.
 FX0773
 FX0773;                    North         East    Units  Estimated Accuracy
 FX0773;SPC NC       -   267,490.      795,090.      MT  (+/- 180 meters Scaled)
 FX0773
 FX0773                          SUPERSEDED SURVEY CONTROL
 FX0773
 FX0773  NGVD 29 (??/??/92)   19.732  (m)           64.74   (f) ADJ UNCH    2 0
 FX0773
 FX0773.Superseded values are not recommended for survey control.
 FX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0773.See file dsdata.txt to determine how the superseded data were derived.
 FX0773
 FX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF255016(NAD 83)
 FX0773_MARKER: DB = BENCH MARK DISK
 FX0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0773_STAMPING: 64.796 C 67 1934
 FX0773_MARK LOGO: CGS   
 FX0773_PROJECTION: PROJECTING 8 CENTIMETERS
 FX0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX0773+STABILITY: SURFACE MOTION
 FX0773
 FX0773  HISTORY     - Date     Condition        Report By
 FX0773  HISTORY     - 1934     MONUMENTED       CGS
 FX0773  HISTORY     - 1935     GOOD             NGS
 FX0773  HISTORY     - 1980     GOOD             NCGS
 FX0773
 FX0773                          STATION DESCRIPTION
 FX0773
 FX0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX0773'2.4 MI S FROM CREMO.
 FX0773'2.4 MILES SOUTH ALONG THE CAROLINA SOUTHERN RAILWAY FROM THE
 FX0773'STATION AT CREMO, BERTIE COUNTY, 40 YARDS NORTH OF A DIRT-ROAD
 FX0773'CROSSING, 25 FEET EAST OF THE EAST RAIL, AND SET IN THE TOP OF A
 FX0773'CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
 FX0773
 FX0773                          STATION RECOVERY (1980)
 FX0773
 FX0773'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX0773'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS.
 FX0773'POST CHIPPED ON ALL SIDES, APPEARS TO BE GOOD. 1.5 MILES NORTHEAST
 FX0773'ALONG US 13 FROM THE SR 1228, SR 1304 CROSSROADS NORTHWEST OF
 FX0773'ASKEWVILLE, THENCE 0.9 MILE EAST ALONG DIRT ROAD TO INTERSECTION WITH
 FX0773'OLD RAILROAD BED AND STATION, 126.0 FEET NORTH OF CENTERLINE
 FX0773'INTERSECTION, 20.5 FEET EAST OF CENTER OF OLD RAILROAD BED, 18.3 FEET
 FX0773'WEST OF 14 INCH OAK WITH REFERENCE TAG, 24.5 FEET SOUTH OF 8 INCH
 FX0773'GUM WITH REFERENCE TAG AND 9.3 FEET NORTH-NORTHEAST OF 3 INCH OAK WITH
 FX0773'REFERENCE TAG.
 FX0773'THE MARK IS ABOVE LEVEL WITH ROAD BED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0284 ***********************************************************************
 FY0284  DESIGNATION -  C 68
 FY0284  PID         -  FY0284
 FY0284  STATE/COUNTY-  NC/NASH
 FY0284  USGS QUAD   -  CASTALIA (1979)
 FY0284
 FY0284                         *CURRENT SURVEY CONTROL
 FY0284  ___________________________________________________________________
 FY0284* NAD 83(1986)-  36 05 45.     (N)    078 04 12.     (W)     SCALED    
 FY0284* NAVD 88     -        96.463  (meters)     316.48   (feet)  POSTED    
 FY0284  ___________________________________________________________________
 FY0284  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 FY0284  DYNAMIC HT  -          96.380 (meters)     316.21  (feet)  COMP
 FY0284  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 FY0284
 FY0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FY0284
 FY0284.The horizontal coordinates were scaled from a topographic map and have
 FY0284.an estimated accuracy of +/- 6 seconds.
 FY0284
 FY0284.The orthometric height was determined by differential leveling
 FY0284.and adjusted by the  in 1992.
 FY0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FY0284.rate of 0.0 thru 1.0 mm/km.
 FY0284
 FY0284.The geoid height was determined by GEOID03.
 FY0284
 FY0284.The dynamic height is computed by dividing the NAVD 88
 FY0284.geopotential number by the normal gravity value computed on the
 FY0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0284.degrees latitude (g = 980.6199 gals.).
 FY0284
 FY0284.The modeled gravity was interpolated from observed gravity values.
 FY0284
 FY0284;                    North         East    Units  Estimated Accuracy
 FY0284;SPC NC       -   260,630.      693,350.      MT  (+/- 180 meters Scaled)
 FY0284
 FY0284                          SUPERSEDED SURVEY CONTROL
 FY0284
 FY0284  NGVD 29 (??/??/92)   96.766  (m)          317.47   (f) ADJ UNCH    2 0
 FY0284
 FY0284.Superseded values are not recommended for survey control.
 FY0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0284.See file dsdata.txt to determine how the superseded data were derived.
 FY0284
 FY0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV637985(NAD 83)
 FY0284_MARKER: DB = BENCH MARK DISK
 FY0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0284_STAMPING: C 68 1934
 FY0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0284+STABILITY: SURFACE MOTION
 FY0284
 FY0284  HISTORY     - Date     Condition        Report By
 FY0284  HISTORY     - 1934     MONUMENTED       CGS
 FY0284  HISTORY     - 1963     MARK NOT FOUND   NGS
 FY0284
 FY0284                          STATION DESCRIPTION
 FY0284
 FY0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FY0284'1.1 MI NW FROM CASTALIA.
 FY0284'SEARCHED FOR BUT NOT RECOVERED.  ORIGINAL DESCRIPTION-- 1.1
 FY0284'MILES NORTHWEST ALONG STATE HIGHWAY 58 FROM CASTALIA, NASH
 FY0284'COUNTY, THENCE 40 YARDS WEST ALONG STATE HIGHWAY 56, 60 FEET
 FY0284'SOUTH OF THE W.E. WILLIAMS SERVICE STATION, ABOUT 20 FEET
 FY0284'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE
 FY0284'HIGHWAY.  A STANDARD DISK, STAMPED C 68 1934 AND SET IN THE TOP
 FY0284'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0760 ***********************************************************************
 EA0760  DESIGNATION -  C 69
 EA0760  PID         -  EA0760
 EA0760  STATE/COUNTY-  NC/ONSLOW
 EA0760  USGS QUAD   -  RICHLANDS (1981)
 EA0760
 EA0760                         *CURRENT SURVEY CONTROL
 EA0760  ___________________________________________________________________
 EA0760* NAD 83(1986)-  34 54 53.     (N)    077 35 46.     (W)     SCALED    
 EA0760* NAVD 88     -        21.535  (meters)      70.65   (feet)  ADJUSTED  
 EA0760  ___________________________________________________________________
 EA0760  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 EA0760  DYNAMIC HT  -          21.515 (meters)      70.59  (feet)  COMP
 EA0760  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 EA0760
 EA0760  VERT ORDER  -  SECOND    CLASS 0
 EA0760
 EA0760.The horizontal coordinates were scaled from a topographic map and have
 EA0760.an estimated accuracy of +/- 6 seconds.
 EA0760
 EA0760.The orthometric height was determined by differential leveling
 EA0760.and adjusted in June 1991.
 EA0760
 EA0760.The geoid height was determined by GEOID03.
 EA0760
 EA0760.The dynamic height is computed by dividing the NAVD 88
 EA0760.geopotential number by the normal gravity value computed on the
 EA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0760.degrees latitude (g = 980.6199 gals.).
 EA0760
 EA0760.The modeled gravity was interpolated from observed gravity values.
 EA0760
 EA0760;                    North         East    Units  Estimated Accuracy
 EA0760;SPC NC       -   130,110.      737,870.      MT  (+/- 180 meters Scaled)
 EA0760
 EA0760                          SUPERSEDED SURVEY CONTROL
 EA0760
 EA0760  NGVD 29 (??/??/92)   21.846  (m)           71.67   (f) ADJ UNCH    2 0
 EA0760
 EA0760.Superseded values are not recommended for survey control.
 EA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0760.See file dsdata.txt to determine how the superseded data were derived.
 EA0760
 EA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD628666(NAD 83)
 EA0760_MARKER: DB = BENCH MARK DISK
 EA0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0760_STAMPING: C 69 1934
 EA0760_MARK LOGO: CGS   
 EA0760_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0760+STABILITY: SURFACE MOTION
 EA0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0760+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 EA0760
 EA0760  HISTORY     - Date     Condition        Report By
 EA0760  HISTORY     - 1934     MONUMENTED       CGS
 EA0760  HISTORY     - 19990426 SEE DESCRIPTION  NCGS
 EA0760  HISTORY     - 20010314 MARK NOT FOUND   NCGS
 EA0760
 EA0760                          STATION DESCRIPTION
 EA0760
 EA0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EA0760'2.7 MI NW FROM RICHLANDS.
 EA0760'2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 258 FROM RICHLANDS,
 EA0760'ONSLOW COUNTY, 0.2 MILE WEST ALONG STATE HIGHWAY 24, 11 YARDS
 EA0760'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE EDGE OF A WOODS,
 EA0760'AND 1 FOOT HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 EA0760'POST.
 EA0760
 EA0760                          STATION RECOVERY (1999)
 EA0760
 EA0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA0760'MARK WAS SEARCHED FOR BUT NOT FOUND. NEW FOUR LANE AT REFERENCED AREA.
 EA0760'REFERENCE OFF CENTERLINE FALLS BEHIND CURB AND GUTTER ON NEW BACK
 EA0760'SLOPE.
 EA0760
 EA0760                          STATION RECOVERY (2001)
 EA0760
 EA0760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EA0760'NOT FOUND PROBABLY LOST TO NEW 4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0373 ***********************************************************************
 EZ0373  DESIGNATION -  C 70
 EZ0373  PID         -  EZ0373
 EZ0373  STATE/COUNTY-  NC/CUMBERLAND
 EZ0373  USGS QUAD   -  WADE (1983)
 EZ0373
 EZ0373                         *CURRENT SURVEY CONTROL
 EZ0373  ___________________________________________________________________
 EZ0373* NAD 83(1986)-  35 13 03.     (N)    078 40 50.     (W)     SCALED    
 EZ0373* NAVD 88     -        47.353  (meters)     155.36   (feet)  ADJUSTED  
 EZ0373  ___________________________________________________________________
 EZ0373  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 EZ0373  DYNAMIC HT  -          47.310 (meters)     155.22  (feet)  COMP
 EZ0373  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 EZ0373
 EZ0373  VERT ORDER  -  SECOND    CLASS 0
 EZ0373
 EZ0373.The horizontal coordinates were scaled from a topographic map and have
 EZ0373.an estimated accuracy of +/- 6 seconds.
 EZ0373
 EZ0373.The orthometric height was determined by differential leveling
 EZ0373.and adjusted in June 1991.
 EZ0373
 EZ0373.The geoid height was determined by GEOID03.
 EZ0373
 EZ0373.The dynamic height is computed by dividing the NAVD 88
 EZ0373.geopotential number by the normal gravity value computed on the
 EZ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0373.degrees latitude (g = 980.6199 gals.).
 EZ0373
 EZ0373.The modeled gravity was interpolated from observed gravity values.
 EZ0373
 EZ0373;                    North         East    Units  Estimated Accuracy
 EZ0373;SPC NC       -   162,840.      638,680.      MT  (+/- 180 meters Scaled)
 EZ0373
 EZ0373                          SUPERSEDED SURVEY CONTROL
 EZ0373
 EZ0373  NGVD 29 (??/??/92)   47.637  (m)          156.29   (f) ADJ UNCH    2 0
 EZ0373
 EZ0373.Superseded values are not recommended for survey control.
 EZ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0373.See file dsdata.txt to determine how the superseded data were derived.
 EZ0373
 EZ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU111996(NAD 83)
 EZ0373_MARKER: DB = BENCH MARK DISK
 EZ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0373_STAMPING: C 70 APRIL 1934
 EZ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0373+STABILITY: SURFACE MOTION
 EZ0373
 EZ0373  HISTORY     - Date     Condition        Report By
 EZ0373  HISTORY     - 1934     MONUMENTED       CGS
 EZ0373  HISTORY     - 1974     MARK NOT FOUND   USGS
 EZ0373
 EZ0373                          STATION DESCRIPTION
 EZ0373
 EZ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EZ0373'AT GODWIN.
 EZ0373'ON THE FAYETTEVILLE TO SELMA BRANCH OF THE ATLANTIC COAST LINE
 EZ0373'RAILROAD IN SOUTHEAST CORNER OF FLOWER BED AT STATION.  IN LINE
 EZ0373'WITH EAST FACE OF STATION AND 25 YDS. SOUTH OF SOUTHEAST
 EZ0373'CORNER OF STATION.  8 YDS. WEST OF WEST RAIL OF SOUTHBOUND TRACK.
 EZ0373'LEVEL WITH TOP OF RAIL ON TOP OF CONCRETE POST.  AMS REPORTED MAY
 EZ0373'1964, THE MARK WAS NOT RECOVERED.  THE STATION HOUSE AT GODWIN
 EZ0373'WAS REMOVED AND A RAILROAD MAINTENANCE ROAD NOW RUNS THRU THE
 EZ0373'AREA DESCRIBED.  STATION PROBABLY LOST.
 EZ0373
 EZ0373                          STATION RECOVERY (1974)
 EZ0373
 EZ0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EZ0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1538 ***********************************************************************
 EZ1538  DESIGNATION -  C 72
 EZ1538  PID         -  EZ1538
 EZ1538  STATE/COUNTY-  NC/MOORE
 EZ1538  USGS QUAD   -  ROBBINS (1977)
 EZ1538
 EZ1538                         *CURRENT SURVEY CONTROL
 EZ1538  ___________________________________________________________________
 EZ1538* NAD 83(1986)-  35 26 02.     (N)    079 37 08.     (W)     SCALED    
 EZ1538* NAVD 88     -       136.220  (meters)     446.92   (feet)  ADJUSTED  
 EZ1538  ___________________________________________________________________
 EZ1538  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 EZ1538  DYNAMIC HT  -         136.101 (meters)     446.52  (feet)  COMP
 EZ1538  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 EZ1538
 EZ1538  VERT ORDER  -  SECOND    CLASS 0
 EZ1538
 EZ1538.The horizontal coordinates were scaled from a topographic map and have
 EZ1538.an estimated accuracy of +/- 6 seconds.
 EZ1538
 EZ1538.The orthometric height was determined by differential leveling
 EZ1538.and adjusted in June 1991.
 EZ1538
 EZ1538.The geoid height was determined by GEOID03.
 EZ1538
 EZ1538.The dynamic height is computed by dividing the NAVD 88
 EZ1538.geopotential number by the normal gravity value computed on the
 EZ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1538.degrees latitude (g = 980.6199 gals.).
 EZ1538
 EZ1538.The modeled gravity was interpolated from observed gravity values.
 EZ1538
 EZ1538;                    North         East    Units  Estimated Accuracy
 EZ1538;SPC NC       -   186,970.      553,410.      MT  (+/- 180 meters Scaled)
 EZ1538
 EZ1538                          SUPERSEDED SURVEY CONTROL
 EZ1538
 EZ1538  NGVD 29 (??/??/92)  136.447  (m)          447.66   (f) ADJ UNCH    2 0
 EZ1538
 EZ1538.Superseded values are not recommended for survey control.
 EZ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1538.See file dsdata.txt to determine how the superseded data were derived.
 EZ1538
 EZ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV253220(NAD 83)
 EZ1538_MARKER: DB = BENCH MARK DISK
 EZ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1538_STAMPING: C 72 1934
 EZ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1538+STABILITY: SURFACE MOTION
 EZ1538
 EZ1538  HISTORY     - Date     Condition        Report By
 EZ1538  HISTORY     - 1934     MONUMENTED       CGS
 EZ1538  HISTORY     - 1935     GOOD             NGS
 EZ1538  HISTORY     - 1963     MARK NOT FOUND   DMA
 EZ1538  HISTORY     - 19950512 MARK NOT FOUND   USPSQD
 EZ1538
 EZ1538                          STATION DESCRIPTION
 EZ1538
 EZ1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EZ1538'2 MI SW FROM HEMP.
 EZ1538'2.0 MILES SOUTHWEST ALONG THE NORFOLK SOUTHERN RAILROAD FROM
 EZ1538'THE STATION AT HEMP, MOORE COUNTY, 0.3 MILE WEST OF MILEPOST
 EZ1538'306, AT A DIRT-ROAD CROSSING, 21 FEET WEST OF THE CENTERLINE
 EZ1538'OF THE ROAD, 8.5 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT
 EZ1538'LOWER THAN THE RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EZ1538'4 INCHES ABOVE GROUND.  NOTE-- PAVED ROAD NOW CROSSES RAILROAD
 EZ1538'AT THE SITE - CONSIDERABLE FILLING HAS BEEN DONE.
 EZ1538
 EZ1538                          STATION RECOVERY (1963)
 EZ1538
 EZ1538'RECOVERY NOTE BY DEFENSE MAP AGENCY 1963
 EZ1538'MARK NOT FOUND.
 EZ1538
 EZ1538                          STATION RECOVERY (1995)
 EZ1538
 EZ1538'RECOVERY NOTE BY US POWER SQUADRON 1995
 EZ1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0187 ***********************************************************************
 FA0187  DESIGNATION -  C 73
 FA0187  PID         -  FA0187
 FA0187  STATE/COUNTY-  NC/STANLY
 FA0187  USGS QUAD   -  MOUNT GILEAD WEST (1987)
 FA0187
 FA0187                         *CURRENT SURVEY CONTROL
 FA0187  ___________________________________________________________________
 FA0187* NAD 83(1986)-  35 12 23.     (N)    080 05 07.     (W)     SCALED    
 FA0187* NAVD 88     -        86.124  (meters)     282.56   (feet)  ADJUSTED  
 FA0187  ___________________________________________________________________
 FA0187  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA0187  DYNAMIC HT  -          86.047 (meters)     282.31  (feet)  COMP
 FA0187  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 FA0187
 FA0187  VERT ORDER  -  SECOND    CLASS 0
 FA0187
 FA0187.The horizontal coordinates were scaled from a topographic map and have
 FA0187.an estimated accuracy of +/- 6 seconds.
 FA0187
 FA0187.The orthometric height was determined by differential leveling
 FA0187.and adjusted in June 1991.
 FA0187
 FA0187.The geoid height was determined by GEOID03.
 FA0187
 FA0187.The dynamic height is computed by dividing the NAVD 88
 FA0187.geopotential number by the normal gravity value computed on the
 FA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0187.degrees latitude (g = 980.6199 gals.).
 FA0187
 FA0187.The modeled gravity was interpolated from observed gravity values.
 FA0187
 FA0187;                    North         East    Units  Estimated Accuracy
 FA0187;SPC NC       -   162,100.      510,790.      MT  (+/- 180 meters Scaled)
 FA0187
 FA0187                          SUPERSEDED SURVEY CONTROL
 FA0187
 FA0187  NGVD 29 (??/??/92)   86.414  (m)          283.51   (f) ADJ UNCH    2 0
 FA0187
 FA0187.Superseded values are not recommended for survey control.
 FA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0187.See file dsdata.txt to determine how the superseded data were derived.
 FA0187
 FA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU832963(NAD 83)
 FA0187_MARKER: DB = BENCH MARK DISK
 FA0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0187_STAMPING: C 73 1934
 FA0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0187+STABILITY: SURFACE MOTION
 FA0187
 FA0187  HISTORY     - Date     Condition        Report By
 FA0187  HISTORY     - 1934     MONUMENTED       CGS
 FA0187  HISTORY     - 1967     GOOD             NGS
 FA0187
 FA0187                          STATION DESCRIPTION
 FA0187
 FA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0187'2.6 MI SE FROM NORWOOD.
 FA0187'2.6 MILES SOUTHEAST ALONG THE NORFOLK SOUTHERN RAILROAD FROM THE
 FA0187'STATION AT NORWOOD, 3/8 MILE (1980 FEET) WEST OF MILEPOST 342,
 FA0187'1600 FEET WEST OF THE CROSSING OF SR 1770, 12 FEET WEST OF A
 FA0187'FARM FIELD-CROSSING, 9 FET NORTH OF THE NORTH RAIL, SET IN THE
 FA0187'TOP OF A CONCRETE POST THAT PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1487 ***********************************************************************
 EZ1487  DESIGNATION -  C 75
 EZ1487  PID         -  EZ1487
 EZ1487  STATE/COUNTY-  NC/HOKE
 EZ1487  USGS QUAD   -  MC CAIN (1983)
 EZ1487
 EZ1487                         *CURRENT SURVEY CONTROL
 EZ1487  ___________________________________________________________________
 EZ1487* NAD 83(1986)-  35 00 56.     (N)    079 18 43.     (W)     SCALED    
 EZ1487* NAVD 88     -       117.063  (meters)     384.06   (feet)  ADJUSTED  
 EZ1487  ___________________________________________________________________
 EZ1487  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 EZ1487  DYNAMIC HT  -         116.954 (meters)     383.71  (feet)  COMP
 EZ1487  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 EZ1487
 EZ1487  VERT ORDER  -  SECOND    CLASS 0
 EZ1487
 EZ1487.The horizontal coordinates were scaled from a topographic map and have
 EZ1487.an estimated accuracy of +/- 6 seconds.
 EZ1487
 EZ1487.The orthometric height was determined by differential leveling
 EZ1487.and adjusted in June 1991.
 EZ1487
 EZ1487.The geoid height was determined by GEOID03.
 EZ1487
 EZ1487.The dynamic height is computed by dividing the NAVD 88
 EZ1487.geopotential number by the normal gravity value computed on the
 EZ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1487.degrees latitude (g = 980.6199 gals.).
 EZ1487
 EZ1487.The modeled gravity was interpolated from observed gravity values.
 EZ1487
 EZ1487;                    North         East    Units  Estimated Accuracy
 EZ1487;SPC NC       -   140,430.      581,130.      MT  (+/- 180 meters Scaled)
 EZ1487
 EZ1487                          SUPERSEDED SURVEY CONTROL
 EZ1487
 EZ1487  NGVD 29 (??/??/92)  117.316  (m)          384.89   (f) ADJ UNCH    2 0
 EZ1487
 EZ1487.Superseded values are not recommended for survey control.
 EZ1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1487.See file dsdata.txt to determine how the superseded data were derived.
 EZ1487
 EZ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU540760(NAD 83)
 EZ1487_MARKER: DB = BENCH MARK DISK
 EZ1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1487_STAMPING: C 75 1935
 EZ1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1487+STABILITY: SURFACE MOTION
 EZ1487
 EZ1487  HISTORY     - Date     Condition        Report By
 EZ1487  HISTORY     - 1935     MONUMENTED       CGS
 EZ1487  HISTORY     - 1948     GOOD             NGS
 EZ1487  HISTORY     - 19890501 MARK NOT FOUND   USGS
 EZ1487
 EZ1487                          STATION DESCRIPTION
 EZ1487
 EZ1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1487'2.7 MI SE FROM MONTROSE.
 EZ1487'2.7 MILES SOUTHEAST ALONG THE ABERDEEN AND ROCKFISH RAILROAD
 EZ1487'FROM THE STATION AT MONTROSE, HOKE COUNTY, 1.1 MILES NORTHWEST
 EZ1487'OF TIMBERLAND, 9 POLES NORTH OF THE SANDHILL ORCHARD CO. STOREHOUSE,
 EZ1487'78 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 26.5 FEET EAST
 EZ1487'OF THE EAST RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EZ1487'1 INCH ABOVE GROUND.
 EZ1487
 EZ1487                          STATION RECOVERY (1948)
 EZ1487
 EZ1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EZ1487'RECOVERED IN GOOD CONDITION.
 EZ1487
 EZ1487                          STATION RECOVERY (1989)
 EZ1487
 EZ1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0946 ***********************************************************************
 FA0946  DESIGNATION -  C 76
 FA0946  PID         -  FA0946
 FA0946  STATE/COUNTY-  NC/RUTHERFORD
 FA0946  USGS QUAD   -  FOREST CITY (1993)
 FA0946
 FA0946                         *CURRENT SURVEY CONTROL
 FA0946  ___________________________________________________________________
 FA0946* NAD 83(1986)-  35 16 10.     (N)    081 51 51.     (W)     SCALED    
 FA0946* NAVD 88     -       255.355  (meters)     837.78   (feet)  ADJUSTED  
 FA0946  ___________________________________________________________________
 FA0946  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA0946  DYNAMIC HT  -         255.103 (meters)     836.95  (feet)  COMP
 FA0946  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 FA0946
 FA0946  VERT ORDER  -  SECOND    CLASS 0
 FA0946
 FA0946.The horizontal coordinates were scaled from a topographic map and have
 FA0946.an estimated accuracy of +/- 6 seconds.
 FA0946
 FA0946.The orthometric height was determined by differential leveling
 FA0946.and adjusted in June 1991.
 FA0946
 FA0946.The geoid height was determined by GEOID03.
 FA0946
 FA0946.The dynamic height is computed by dividing the NAVD 88
 FA0946.geopotential number by the normal gravity value computed on the
 FA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0946.degrees latitude (g = 980.6199 gals.).
 FA0946
 FA0946.The modeled gravity was interpolated from observed gravity values.
 FA0946
 FA0946;                    North         East    Units  Estimated Accuracy
 FA0946;SPC NC       -   172,310.      349,070.      MT  (+/- 180 meters Scaled)
 FA0946
 FA0946                          SUPERSEDED SURVEY CONTROL
 FA0946
 FA0946  NGVD 29 (??/??/92)  255.615  (m)          838.63   (f) ADJ UNCH    2 0
 FA0946
 FA0946.Superseded values are not recommended for survey control.
 FA0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0946.See file dsdata.txt to determine how the superseded data were derived.
 FA0946
 FA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV214032(NAD 83)
 FA0946_MARKER: DB = BENCH MARK DISK
 FA0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0946_STAMPING: C 76 1935
 FA0946_MARK LOGO: CGS   
 FA0946_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0946+STABILITY: SURFACE MOTION
 FA0946
 FA0946  HISTORY     - Date     Condition        Report By
 FA0946  HISTORY     - 1935     MONUMENTED       CGS
 FA0946  HISTORY     - 19731001 GOOD             NCGS
 FA0946  HISTORY     - 19961024 MARK NOT FOUND   USPSQD
 FA0946  HISTORY     - 20041007 MARK NOT FOUND   USPSQD
 FA0946
 FA0946                          STATION DESCRIPTION
 FA0946
 FA0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0946'1.9 MI N FROM HARRIS.
 FA0946'1.9 MILES NORTH ALONG THE CLINCHFIELD RAILROAD FROM THE STATION
 FA0946'AT HARRIS, 0.4 MILE NORTH OF MILEPOST 253, ABOUT 234 FEET SOUTH
 FA0946'OF A GRADED-ROAD CROSSING, AND 21 FEET WEST OF THE WEST RAIL.
 FA0946'A STANDARD DISK, STAMPED C 76 1935 AND SET IN THE TOP OF A
 FA0946'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 FA0946
 FA0946                          STATION RECOVERY (1973)
 FA0946
 FA0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA)
 FA0946'1.9 MI NORTH OF HARRIS.
 FA0946'CORRECT FROM--PROJECTING 2 INCHES--TO--2 INCHES BELOW THE GROUND,
 FA0946'ADD--116 FEET NORTH AND 21 FEET WEST OF WHISTLE SIGNAL NUMBER 193,
 FA0946'31.5 FEET EAST OF CENTERLINE OF SR 2215.
 FA0946
 FA0946                          STATION RECOVERY (1996)
 FA0946
 FA0946'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA0946'MARK NOT FOUND.
 FA0946
 FA0946                          STATION RECOVERY (2004)
 FA0946
 FA0946'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0921 ***********************************************************************
 FA0921  DESIGNATION -  C 77
 FA0921  PID         -  FA0921
 FA0921  STATE/COUNTY-  NC/RUTHERFORD
 FA0921  USGS QUAD   -  FOREST CITY (1993)
 FA0921
 FA0921                         *CURRENT SURVEY CONTROL
 FA0921  ___________________________________________________________________
 FA0921* NAD 83(2007)-  35 19 42.31814(N)    081 45 34.58483(W)     ADJUSTED  
 FA0921* NAVD 88     -       318.682  (meters)    1045.54   (feet)  ADJUSTED  
 FA0921  ___________________________________________________________________
 FA0921  EPOCH DATE  -        2002.00
 FA0921  X           -     746,685.639 (meters)                     COMP
 FA0921  Y           -  -5,155,888.744 (meters)                     COMP
 FA0921  Z           -   3,667,819.544 (meters)                     COMP
 FA0921  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 FA0921  ELLIP HEIGHT-         286.792 (meters)          (02/10/07) ADJUSTED
 FA0921  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 FA0921  DYNAMIC HT  -         318.366 (meters)    1044.51  (feet)  COMP
 FA0921
 FA0921  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA0921  Type    PID    Designation                      North   East  Ellip
 FA0921  -------------------------------------------------------------------
 FA0921  NETWORK FA0921 C 77                              0.41   0.37   1.02
 FA0921  -------------------------------------------------------------------
 FA0921  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 FA0921
 FA0921  VERT ORDER  -  SECOND    CLASS II
 FA0921
 FA0921.The horizontal coordinates were established by GPS observations
 FA0921.and adjusted by the National Geodetic Survey in February 2007.
 FA0921
 FA0921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA0921.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA0921.The horizontal coordinates are valid at the epoch date displayed above.
 FA0921.The epoch date for horizontal control is a decimal equivalence
 FA0921.of Year/Month/Day.
 FA0921
 FA0921.The orthometric height was determined by differential leveling
 FA0921.and adjusted in June 1991.
 FA0921
 FA0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA0921
 FA0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0921
 FA0921.The ellipsoidal height was determined by GPS observations
 FA0921.and is referenced to NAD 83.
 FA0921
 FA0921.The geoid height was determined by GEOID03.
 FA0921
 FA0921.The dynamic height is computed by dividing the NAVD 88
 FA0921.geopotential number by the normal gravity value computed on the
 FA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0921.degrees latitude (g = 980.6199 gals.).
 FA0921
 FA0921.The modeled gravity was interpolated from observed gravity values.
 FA0921
 FA0921;                    North         East     Units Scale Factor Converg.
 FA0921;SPC NC       -   178,581.203   358,756.511   MT  0.99987348   -1 35 33.9
 FA0921;SPC NC       -   585,895.16  1,177,020.32   sFT  0.99987348   -1 35 33.9
 FA0921;UTM  17      - 3,909,729.417   430,962.031   MT  0.99965874   -0 26 21.4
 FA0921
 FA0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0921!SPC NC       -   0.99995499  x   0.99987348  =   0.99982847
 FA0921!UTM  17      -   0.99995499  x   0.99965874  =   0.99961374
 FA0921
 FA0921                          SUPERSEDED SURVEY CONTROL
 FA0921
 FA0921  NAD 83(2001)-  35 19 42.31822(N)    081 45 34.58493(W) AD(       ) 1
 FA0921  ELLIP H (03/13/03)  286.798  (m)                       GP(       ) 4 2
 FA0921  NAD 83(1986)-  35 19 42.33068(N)    081 45 34.58777(W) AD(       ) 1
 FA0921  NAD 83(1986)-  35 19 42.32969(N)    081 45 34.58165(W) AD(       ) 3
 FA0921  NAD 27      -  35 19 41.88238(N)    081 45 35.23041(W) AD(       ) 3
 FA0921  NAVD 88 (06/05/98)  318.68   (m)         1045.5    (f) LEVELING    3  
 FA0921  NGVD 29 (??/??/92)  318.907  (m)         1046.28   (f) ADJ UNCH    2 0
 FA0921
 FA0921.Superseded values are not recommended for survey control.
 FA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0921.See file dsdata.txt to determine how the superseded data were derived.
 FA0921
 FA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3096209729(NAD 83)
 FA0921_MARKER: DB = BENCH MARK DISK
 FA0921_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FA0921_SP_SET: CONCRETE POST
 FA0921_STAMPING: C 77 1935
 FA0921_MARK LOGO: CGS   
 FA0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0921+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1994
 FA0921
 FA0921  HISTORY     - Date     Condition        Report By
 FA0921  HISTORY     - 1935     MONUMENTED       CGS
 FA0921  HISTORY     - 19731001 GOOD             NCGS
 FA0921  HISTORY     - 1986     GOOD             NGS
 FA0921  HISTORY     - 19880816 GOOD
 FA0921  HISTORY     - 19890404 GOOD             NCGS
 FA0921  HISTORY     - 19900524 GOOD             NCGS
 FA0921  HISTORY     - 19940705 GOOD             NCGS
 FA0921  HISTORY     - 19960522 GOOD             USPSQD
 FA0921  HISTORY     - 19961016 GOOD             NCGS
 FA0921
 FA0921                          STATION DESCRIPTION
 FA0921
 FA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FA0921'AT ELLENBORO.
 FA0921'AT ELLENBORO, 160 FEET NORTH OF THE NORTH END OF THE SEABOARD AIR
 FA0921'LINE RAILWAY STATION, AT THE EAST EDGE OF THE STATION PARK, AT A
 FA0921'ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 FA0921'34 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD
 FA0921'DISK, STAMPED C 77 1935 AND SET IN THE TOP OF A CONCRETE POST
 FA0921'FLUSH WITH THE GROUND.
 FA0921
 FA0921                          STATION RECOVERY (1973)
 FA0921
 FA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA)
 FA0921'IN ELLENBORO.
 FA0921'CORRECT FROM--50 FEET SOUTH OF CENTERLINE OF ROAD--TO--47.3 FEET SOUTH
 FA0921'OF CENTERLINE OF ROAD,
 FA0921'ADD--29.6 FEET SOUTH OF TELEPHONE POLE, 10.3 FEET WEST OF BASE OF
 FA0921'CREPE MYRTLE.
 FA0921
 FA0921                          STATION RECOVERY (1986)
 FA0921
 FA0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MRM)
 FA0921'THE STATION WAS RECOVERED AT THIS DATE.
 FA0921'
 FA0921'THE STATION IS LOCATED IN ELLENSBORO ALONG THE SEABOARD AIRLINE
 FA0921'RAILWAY.
 FA0921'OWNERSHIP--RAILROAD RIGHT-OF-WAY.
 FA0921'
 FA0921'TO REACH THE STATION FROM THE POST OFFICE IN ELLENBORO WHICH IS
 FA0921'LOCATED ABOUT 0.1 KM (0.05 MI) WEST OF U.S. HIGHWAY 74 BUSINESS
 FA0921'(MAIN STREET), GO NORTH FOR 0.1 KM (0.05 MI) ON DEPOT ST TO A
 FA0921'T-JUNCTION (S GLENN ST) AND THE STATION ON THE LEFT IN A SMALL PARK.
 FA0921'
 FA0921'THE STATION IS A STANDARD CGS DISK
 FA0921'STAMPED---C 77 1935---,
 FA0921'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FA0921'10 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 FA0921'46.63 METERS (153.0 FT) NORTH-NORTHWEST FROM THE NORTHERN END OF
 FA0921'THE SEABOARD AIRLINE RAILWAY DEPOT,
 FA0921'24.99 METERS (82.0 FT) SOUTH FROM A UTILITY POLE ON THE NORTH SIDE
 FA0921'OF S GLENN ST,
 FA0921'16.76 METERS (55.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER
 FA0921'OF THE RAILROAD CROSSING AND
 FA0921'10.45 METERS (34.3 FT) EAST-NORTHEAST FROM THE EASTERN RAIL OF THE
 FA0921'MAIN TRACK OF RAILROAD.
 FA0921'
 FA0921'TI 4100 GPS SURVEY OF FAA AIRPORT SITES IN NORTH CAROLINA-FEBRUARY,
 FA0921'MARCH 1986.
 FA0921'
 FA0921'THIS STATION SUITABLE FOR GPS SURVEYS.
 FA0921'
 FA0921'DESCRIBED BY D.F. CALLAHAN.
 FA0921
 FA0921                          STATION RECOVERY (1988)
 FA0921
 FA0921'RECOVERED 1988
 FA0921'RECOVERED IN GOOD CONDITION.
 FA0921
 FA0921                          STATION RECOVERY (1989)
 FA0921
 FA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA0921'RECOVERED IN GOOD CONDITION.
 FA0921
 FA0921                          STATION RECOVERY (1990)
 FA0921
 FA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (LWA)
 FA0921'RECOVERED AS DESCRIBED.
 FA0921
 FA0921                          STATION RECOVERY (1994)
 FA0921
 FA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA0921'RECOVERED AS DESCRIBED.
 FA0921
 FA0921                          STATION RECOVERY (1996)
 FA0921
 FA0921'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA0921'RECOVERED IN GOOD CONDITION.
 FA0921
 FA0921                          STATION RECOVERY (1996)
 FA0921
 FA0921'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA0921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0820 ***********************************************************************
 FA0820  DESIGNATION -  C 78
 FA0820  PID         -  FA0820
 FA0820  STATE/COUNTY-  NC/GASTON
 FA0820  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA0820
 FA0820                         *CURRENT SURVEY CONTROL
 FA0820  ___________________________________________________________________
 FA0820* NAD 83(1986)-  35 14 00.     (N)    081 11 37.     (W)     SCALED    
 FA0820* NAVD 88     -       249.817  (meters)     819.61   (feet)  ADJUSTED  
 FA0820  ___________________________________________________________________
 FA0820  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 FA0820  DYNAMIC HT  -         249.577 (meters)     818.82  (feet)  COMP
 FA0820  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 FA0820
 FA0820  VERT ORDER  -  SECOND    CLASS 0
 FA0820
 FA0820.The horizontal coordinates were scaled from a topographic map and have
 FA0820.an estimated accuracy of +/- 6 seconds.
 FA0820
 FA0820.The orthometric height was determined by differential leveling
 FA0820.and adjusted in June 1991.
 FA0820
 FA0820.The geoid height was determined by GEOID03.
 FA0820
 FA0820.The dynamic height is computed by dividing the NAVD 88
 FA0820.geopotential number by the normal gravity value computed on the
 FA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0820.degrees latitude (g = 980.6199 gals.).
 FA0820
 FA0820.The modeled gravity was interpolated from observed gravity values.
 FA0820
 FA0820;                    North         East    Units  Estimated Accuracy
 FA0820;SPC NC       -   166,750.      409,960.      MT  (+/- 180 meters Scaled)
 FA0820
 FA0820                          SUPERSEDED SURVEY CONTROL
 FA0820
 FA0820  NGVD 29 (??/??/92)  250.022  (m)          820.28   (f) ADJ UNCH    2 0
 FA0820
 FA0820.Superseded values are not recommended for survey control.
 FA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0820.See file dsdata.txt to determine how the superseded data were derived.
 FA0820
 FA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU823989(NAD 83)
 FA0820_MARKER: DB = BENCH MARK DISK
 FA0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0820_STAMPING: C 78 1935
 FA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0820+STABILITY: SURFACE MOTION
 FA0820
 FA0820  HISTORY     - Date     Condition        Report By
 FA0820  HISTORY     - 1935     MONUMENTED       CGS
 FA0820  HISTORY     - 1963     MARK NOT FOUND   NGS
 FA0820  HISTORY     - 19991201 MARK NOT FOUND   USPSQD
 FA0820  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA0820  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 FA0820
 FA0820                          STATION DESCRIPTION
 FA0820
 FA0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FA0820'2.5 MI S FROM GASTONIA.
 FA0820'2.5 MILES SOUTH ALONG THE CAROLINA AND NORTHWESTERN RAILWAY FROM
 FA0820'THE STATION AT GASTONIA, GASTON COUNTY, 0.2 MILE SOUTH OF THE
 FA0820'MILEPOST 43, AT A ROAD CROSSING, 28 FEET SOUTH OF THE CENTERLINE
 FA0820'OF THE ROAD, 15 FEET EAST OF THE EAST RAIL, AND 24.8 FEET WEST OF
 FA0820'A POWER LINE POLE.  A STANDARD DISK, STAMPED C 78 1935 AND SET
 FA0820'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 FA0820
 FA0820                          STATION RECOVERY (1999)
 FA0820
 FA0820'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0820'MARK NOT FOUND.
 FA0820
 FA0820                          STATION RECOVERY (2001)
 FA0820
 FA0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA0820'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 FA0820
 FA0820                          STATION RECOVERY (2004)
 FA0820
 FA0820'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1054 ***********************************************************************
 EB1054  DESIGNATION -  C 79
 EB1054  PID         -  EB1054
 EB1054  STATE/COUNTY-  NC/RICHMOND
 EB1054  USGS QUAD   -  GHIO (1982)
 EB1054
 EB1054                         *CURRENT SURVEY CONTROL
 EB1054  ___________________________________________________________________
 EB1054* NAD 83(1986)-  34 51 15.     (N)    079 37 33.     (W)     SCALED    
 EB1054* NAVD 88     -        80.495  (meters)     264.09   (feet)  ADJUSTED  
 EB1054  ___________________________________________________________________
 EB1054  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 EB1054  DYNAMIC HT  -          80.419 (meters)     263.84  (feet)  COMP
 EB1054  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EB1054
 EB1054  VERT ORDER  -  SECOND    CLASS 0
 EB1054
 EB1054.The horizontal coordinates were scaled from a topographic map and have
 EB1054.an estimated accuracy of +/- 6 seconds.
 EB1054
 EB1054.The orthometric height was determined by differential leveling
 EB1054.and adjusted in June 1991.
 EB1054
 EB1054.The geoid height was determined by GEOID03.
 EB1054
 EB1054.The dynamic height is computed by dividing the NAVD 88
 EB1054.geopotential number by the normal gravity value computed on the
 EB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1054.degrees latitude (g = 980.6199 gals.).
 EB1054
 EB1054.The modeled gravity was interpolated from observed gravity values.
 EB1054
 EB1054;                    North         East    Units  Estimated Accuracy
 EB1054;SPC NC       -   122,670.      552,380.      MT  (+/- 180 meters Scaled)
 EB1054
 EB1054                          SUPERSEDED SURVEY CONTROL
 EB1054
 EB1054  NGVD 29 (??/??/92)   80.756  (m)          264.95   (f) ADJ UNCH    2 0
 EB1054
 EB1054.Superseded values are not recommended for survey control.
 EB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1054.See file dsdata.txt to determine how the superseded data were derived.
 EB1054
 EB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU256577(NAD 83)
 EB1054_MARKER: DB = BENCH MARK DISK
 EB1054_SETTING: 0 = UNSPECIFIED SETTING
 EB1054_STAMPING: C 79 1934
 EB1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB1054
 EB1054  HISTORY     - Date     Condition        Report By
 EB1054  HISTORY     - 1934     MONUMENTED       CGS
 EB1054  HISTORY     - 1967     GOOD             NGS
 EB1054  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EB1054
 EB1054                          STATION DESCRIPTION
 EB1054
 EB1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 EB1054'4.3 MI SE FROM HAMLET.
 EB1054'4.3 MILES SOUTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 EB1054'STATION, 6 POLES SOUTHEAST OF MILEPOST 258, 5 POLES (700 FEET)
 EB1054'SOUTHEAST OF A SMALL WOODEN TRESTLE OVER A BROOK, AT ABOUT THE
 EB1054'RICHMOND-SCOTLAND COUNTY LINE, 50 FEET WEST OF THE 5TH POLE,
 EB1054'23.6 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE
 EB1054'RAIL.
 EB1054
 EB1054                          STATION RECOVERY (1978)
 EB1054
 EB1054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0895 ***********************************************************************
 EB0895  DESIGNATION -  C 80
 EB0895  PID         -  EB0895
 EB0895  STATE/COUNTY-  NC/ROBESON
 EB0895  USGS QUAD   -  NORTHWEST LUMBERTON (1982)
 EB0895
 EB0895                         *CURRENT SURVEY CONTROL
 EB0895  ___________________________________________________________________
 EB0895* NAD 83(1986)-  34 37 42.     (N)    079 02 29.     (W)     SCALED    
 EB0895* NAVD 88     -        35.775  (meters)     117.37   (feet)  ADJUSTED  
 EB0895  ___________________________________________________________________
 EB0895  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 EB0895  DYNAMIC HT  -          35.740 (meters)     117.26  (feet)  COMP
 EB0895  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EB0895
 EB0895  VERT ORDER  -  SECOND    CLASS 0
 EB0895
 EB0895.The horizontal coordinates were scaled from a topographic map and have
 EB0895.an estimated accuracy of +/- 6 seconds.
 EB0895
 EB0895.The orthometric height was determined by differential leveling
 EB0895.and adjusted in June 1991.
 EB0895
 EB0895.The geoid height was determined by GEOID03.
 EB0895
 EB0895.The dynamic height is computed by dividing the NAVD 88
 EB0895.geopotential number by the normal gravity value computed on the
 EB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0895.degrees latitude (g = 980.6199 gals.).
 EB0895
 EB0895.The modeled gravity was interpolated from observed gravity values.
 EB0895
 EB0895;                    North         East    Units  Estimated Accuracy
 EB0895;SPC NC       -    97,440.      605,810.      MT  (+/- 180 meters Scaled)
 EB0895
 EB0895                          SUPERSEDED SURVEY CONTROL
 EB0895
 EB0895  NGVD 29 (??/??/92)   36.084  (m)          118.39   (f) ADJ UNCH    2 0
 EB0895
 EB0895.Superseded values are not recommended for survey control.
 EB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0895.See file dsdata.txt to determine how the superseded data were derived.
 EB0895
 EB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU795335(NAD 83)
 EB0895_MARKER: DB = BENCH MARK DISK
 EB0895_SETTING: 0 = UNSPECIFIED SETTING
 EB0895_STAMPING: C 80 1934
 EB0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EB0895
 EB0895  HISTORY     - Date     Condition        Report By
 EB0895  HISTORY     - 1934     MONUMENTED       CGS
 EB0895  HISTORY     - 1968     MARK NOT FOUND   NGS
 EB0895  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EB0895
 EB0895                          STATION DESCRIPTION
 EB0895
 EB0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 EB0895'2 MI NW FROM LUMBERTON.
 EB0895'2.0 MILES NORTHWEST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 EB0895'STATION AT LUMBERTON, 60 YARDS EAST OF MILEPOST 295, 29 FEET
 EB0895'NORTH OF THE NORTH RAIL AND IN LINE WITH A ROW OF POLES.  A NEW
 EB0895'ROAD CROSSES THE TRACKS AT THIS POINT, (VICINITY OF INTERSTATE
 EB0895'95), AND MARK IS UNDER 5 FEET OF FILL IF EXTANT.
 EB0895
 EB0895                          STATION RECOVERY (1978)
 EB0895
 EB0895'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB0895'DITCHING OPERATION AND ROAD CONSTRUCTION IN THE AREA OF STATION
 EB0895'LEAD TO BELIEF THAT STATION WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0290 ***********************************************************************
 EB0290  DESIGNATION -  C 81
 EB0290  PID         -  EB0290
 EB0290  STATE/COUNTY-  NC/COLUMBUS
 EB0290  USGS QUAD   -  FREEMAN (1986)
 EB0290
 EB0290                         *CURRENT SURVEY CONTROL
 EB0290  ___________________________________________________________________
 EB0290* NAD 83(1986)-  34 21 15.     (N)    078 17 10.     (W)     SCALED    
 EB0290* NAVD 88     -        17.292  (meters)      56.73   (feet)  ADJUSTED  
 EB0290  ___________________________________________________________________
 EB0290  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 EB0290  DYNAMIC HT  -          17.275 (meters)      56.68  (feet)  COMP
 EB0290  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EB0290
 EB0290  VERT ORDER  -  SECOND    CLASS 0
 EB0290
 EB0290.The horizontal coordinates were scaled from a topographic map and have
 EB0290.an estimated accuracy of +/- 6 seconds.
 EB0290
 EB0290.The orthometric height was determined by differential leveling
 EB0290.and adjusted in June 1991.
 EB0290
 EB0290.The geoid height was determined by GEOID03.
 EB0290
 EB0290.The dynamic height is computed by dividing the NAVD 88
 EB0290.geopotential number by the normal gravity value computed on the
 EB0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0290.degrees latitude (g = 980.6199 gals.).
 EB0290
 EB0290.The modeled gravity was interpolated from observed gravity values.
 EB0290
 EB0290;                    North         East    Units  Estimated Accuracy
 EB0290;SPC NC       -    67,260.      675,280.      MT  (+/- 180 meters Scaled)
 EB0290
 EB0290                          SUPERSEDED SURVEY CONTROL
 EB0290
 EB0290  NGVD 29 (??/??/92)   17.609  (m)           57.77   (f) ADJ UNCH    2 0
 EB0290
 EB0290.Superseded values are not recommended for survey control.
 EB0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0290.See file dsdata.txt to determine how the superseded data were derived.
 EB0290
 EB0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU496047(NAD 83)
 EB0290_MARKER: DB = BENCH MARK DISK
 EB0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0290_STAMPING: C 81 1934
 EB0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0290+STABILITY: SURFACE MOTION
 EB0290
 EB0290  HISTORY     - Date     Condition        Report By
 EB0290  HISTORY     - 1934     MONUMENTED       CGS
 EB0290  HISTORY     - 1935     GOOD             NGS
 EB0290  HISTORY     - 1954     MARK NOT FOUND   NGS
 EB0290
 EB0290                          STATION DESCRIPTION
 EB0290
 EB0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EB0290'3.3 MI SE FROM EAST ARCADIA.
 EB0290'C-81 IS LOCATED 3.3 MILES SOUTHEAST OF THE RY. STATION OF EAST
 EB0290'ARCADIA, 1.4 MILES NORTHWEST OF RAILWAY STATION OF ARMOUR, 100
 EB0290'YARDS SOUTHEAST OF MILE POST 342, 22.5 FT. SOUTHWEST OF SOUTHWEST
 EB0290'RAIL.  STANDARD TABLET SET IN TOP OF A CONCRETE POST 3 IN HIGH.
 EB0290
 EB0290                          STATION RECOVERY (1954)
 EB0290
 EB0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 EB0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0079 ***********************************************************************
 EB0079  DESIGNATION -  C 83
 EB0079  PID         -  EB0079
 EB0079  STATE/COUNTY-  NC/DUPLIN
 EB0079  USGS QUAD   -  ROSE HILL (1984)
 EB0079
 EB0079                         *CURRENT SURVEY CONTROL
 EB0079  ___________________________________________________________________
 EB0079* NAD 83(1986)-  34 49 19.     (N)    078 01 41.     (W)     SCALED    
 EB0079* NAVD 88     -        26.337  (meters)      86.41   (feet)  ADJUSTED  
 EB0079  ___________________________________________________________________
 EB0079  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 EB0079  DYNAMIC HT  -          26.312 (meters)      86.33  (feet)  COMP
 EB0079  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 EB0079
 EB0079  VERT ORDER  -  SECOND    CLASS 0
 EB0079
 EB0079.The horizontal coordinates were scaled from a topographic map and have
 EB0079.an estimated accuracy of +/- 6 seconds.
 EB0079
 EB0079.The orthometric height was determined by differential leveling
 EB0079.and adjusted in June 1991.
 EB0079
 EB0079.The geoid height was determined by GEOID03.
 EB0079
 EB0079.The dynamic height is computed by dividing the NAVD 88
 EB0079.geopotential number by the normal gravity value computed on the
 EB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0079.degrees latitude (g = 980.6199 gals.).
 EB0079
 EB0079.The modeled gravity was interpolated from observed gravity values.
 EB0079
 EB0079;                    North         East    Units  Estimated Accuracy
 EB0079;SPC NC       -   119,350.      698,510.      MT  (+/- 180 meters Scaled)
 EB0079
 EB0079                          SUPERSEDED SURVEY CONTROL
 EB0079
 EB0079  NGVD 29 (??/??/92)   26.592  (m)           87.24   (f) ADJ UNCH    2 0
 EB0079
 EB0079.Superseded values are not recommended for survey control.
 EB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0079.See file dsdata.txt to determine how the superseded data were derived.
 EB0079
 EB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU718573(NAD 83)
 EB0079_MARKER: DB = BENCH MARK DISK
 EB0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0079_STAMPING: C 83 1935
 EB0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0079+STABILITY: SURFACE MOTION
 EB0079
 EB0079  HISTORY     - Date     Condition        Report By
 EB0079  HISTORY     - 1935     MONUMENTED       CGS
 EB0079  HISTORY     - 1951     MARK NOT FOUND   NGS
 EB0079  HISTORY     - 1975     MARK NOT FOUND   NCGS
 EB0079
 EB0079                          STATION DESCRIPTION
 EB0079
 EB0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EB0079'AT ROSEHILL.
 EB0079'AT ROSEHILL, DUPLIN COUNTY, 40 YARDS SOUTH OF THE ATLANTIC COAST
 EB0079'LINE RAILROAD STATION, 0.2 MILE NORTH OF MILEPOST W 42, AND
 EB0079'23.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, SET IN THE TOP
 EB0079'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 EB0079
 EB0079                          STATION RECOVERY (1975)
 EB0079
 EB0079'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EB0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0688 ***********************************************************************
 EY0688  DESIGNATION -  C 84
 EY0688  PID         -  EY0688
 EY0688  STATE/COUNTY-  NC/LENOIR
 EY0688  USGS QUAD   -  GRIFTON (1983)
 EY0688
 EY0688                         *CURRENT SURVEY CONTROL
 EY0688  ___________________________________________________________________
 EY0688* NAD 83(1986)-  35 21 11.     (N)    077 27 11.     (W)     SCALED    
 EY0688* NAVD 88     -         8.109  (meters)      26.60   (feet)  POSTED    
 EY0688  ___________________________________________________________________
 EY0688  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 EY0688  DYNAMIC HT  -           8.100 (meters)      26.57  (feet)  COMP
 EY0688  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 EY0688
 EY0688  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EY0688
 EY0688.The horizontal coordinates were scaled from a topographic map and have
 EY0688.an estimated accuracy of +/- 6 seconds.
 EY0688
 EY0688.The orthometric height was determined by differential leveling
 EY0688.and adjusted by the  in 1992.
 EY0688.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EY0688.rate of 2.1 thru 3.0 mm/km.
 EY0688
 EY0688.The geoid height was determined by GEOID03.
 EY0688
 EY0688.The dynamic height is computed by dividing the NAVD 88
 EY0688.geopotential number by the normal gravity value computed on the
 EY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0688.degrees latitude (g = 980.6199 gals.).
 EY0688
 EY0688.The modeled gravity was interpolated from observed gravity values.
 EY0688
 EY0688;                    North         East    Units  Estimated Accuracy
 EY0688;SPC NC       -   178,920.      750,190.      MT  (+/- 180 meters Scaled)
 EY0688
 EY0688                          SUPERSEDED SURVEY CONTROL
 EY0688
 EY0688  NGVD 29 (??/??/92)    8.494  (m)           27.87   (f) ADJ UNCH    2 0
 EY0688
 EY0688.Superseded values are not recommended for survey control.
 EY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0688.See file dsdata.txt to determine how the superseded data were derived.
 EY0688
 EY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE770149(NAD 83)
 EY0688_MARKER: DB = BENCH MARK DISK
 EY0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0688_STAMPING: C 84 1935
 EY0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0688+STABILITY: SURFACE MOTION
 EY0688
 EY0688  HISTORY     - Date     Condition        Report By
 EY0688  HISTORY     - 1935     MONUMENTED       CGS
 EY0688
 EY0688                          STATION DESCRIPTION
 EY0688
 EY0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EY0688'1.7 MI SW FROM GRIFTON.
 EY0688'IN LENOIR COUNTY, 1.7 MILES SOUTHWEST ALONG THE ATLANTIC COAST
 EY0688'LINE RAILROAD FROM THE STATION AT GRIFTON, PITT COUNTY, 27
 EY0688'YARDS NORTHEAST OF MILEPOST 76, AND 18.7 FEET SOUTHEAST OF THE
 EY0688'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED C 84 1935 AND SET IN
 EY0688'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY0484 ***********************************************************************
 EY0484  DESIGNATION -  C 85
 EY0484  PID         -  EY0484
 EY0484  STATE/COUNTY-  NC/MARTIN
 EY0484  USGS QUAD   -  OAK CITY (1981)
 EY0484
 EY0484                         *CURRENT SURVEY CONTROL
 EY0484  ___________________________________________________________________
 EY0484* NAD 83(1986)-  35 57 40.     (N)    077 18 13.     (W)     SCALED    
 EY0484* NAVD 88     -        24.280  (meters)      79.66   (feet)  POSTED    
 EY0484  ___________________________________________________________________
 EY0484  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 EY0484  DYNAMIC HT  -          24.260 (meters)      79.59  (feet)  COMP
 EY0484  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 EY0484
 EY0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EY0484
 EY0484.The horizontal coordinates were scaled from a topographic map and have
 EY0484.an estimated accuracy of +/- 6 seconds.
 EY0484
 EY0484.The orthometric height was determined by differential leveling
 EY0484.and adjusted by the  in 1992.
 EY0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EY0484.rate of 0.0 thru 1.0 mm/km.
 EY0484
 EY0484.The geoid height was determined by GEOID03.
 EY0484
 EY0484.The dynamic height is computed by dividing the NAVD 88
 EY0484.geopotential number by the normal gravity value computed on the
 EY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY0484.degrees latitude (g = 980.6199 gals.).
 EY0484
 EY0484.The modeled gravity was interpolated from observed gravity values.
 EY0484
 EY0484;                    North         East    Units  Estimated Accuracy
 EY0484;SPC NC       -   246,590.      762,610.      MT  (+/- 180 meters Scaled)
 EY0484
 EY0484                          SUPERSEDED SURVEY CONTROL
 EY0484
 EY0484  NGVD 29 (??/??/92)   24.626  (m)           80.79   (f) ADJ UNCH    2 0
 EY0484
 EY0484.Superseded values are not recommended for survey control.
 EY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY0484.See file dsdata.txt to determine how the superseded data were derived.
 EY0484
 EY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE922820(NAD 83)
 EY0484_MARKER: DB = BENCH MARK DISK
 EY0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY0484_STAMPING: C 85 1935
 EY0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY0484+STABILITY: SURFACE MOTION
 EY0484
 EY0484  HISTORY     - Date     Condition        Report By
 EY0484  HISTORY     - 1935     MONUMENTED       CGS
 EY0484  HISTORY     - 1942     GOOD             NGS
 EY0484  HISTORY     - 1969     MARK NOT FOUND   NGS
 EY0484  HISTORY     - 1978     MARK NOT FOUND   DOD
 EY0484
 EY0484                          STATION DESCRIPTION
 EY0484
 EY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 EY0484'0.2 MI SE FROM OAK CITY.
 EY0484'0.2 MILE SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 EY0484'THE STATION AT OAK CITY, MARTIN COUNTY, 77 YARDS SOUTHEAST OF
 EY0484'MILEPOST 32, IN FRONT OF A SCHOOLHOUSE, AND 22.5 FEET SOUTHWEST
 EY0484'OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED C 85 1935 AND
 EY0484'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 EY0484'GROUND.
 EY0484
 EY0484                          STATION RECOVERY (1969)
 EY0484
 EY0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 EY0484'MARK NOT FOUND.
 EY0484
 EY0484                          STATION RECOVERY (1978)
 EY0484
 EY0484'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 EY0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB0477 ***********************************************************************
 FB0477  DESIGNATION -  C 86
 FB0477  PID         -  FB0477
 FB0477  STATE/COUNTY-  NC/TRANSYLVANIA
 FB0477  USGS QUAD   -  ROSMAN (1990)
 FB0477
 FB0477                         *CURRENT SURVEY CONTROL
 FB0477  ___________________________________________________________________
 FB0477* NAD 83(1986)-  35 08 20.     (N)    082 49 21.     (W)     SCALED    
 FB0477* NAVD 88     -       665.143  (meters)    2182.22   (feet)  ADJUSTED  
 FB0477  ___________________________________________________________________
 FB0477  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB0477  DYNAMIC HT  -         664.416 (meters)    2179.84  (feet)  COMP
 FB0477  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 FB0477
 FB0477  VERT ORDER  -  SECOND    CLASS 0
 FB0477
 FB0477.The horizontal coordinates were scaled from a topographic map and have
 FB0477.an estimated accuracy of +/- 6 seconds.
 FB0477
 FB0477.The orthometric height was determined by differential leveling
 FB0477.and adjusted in June 1991.
 FB0477
 FB0477.The geoid height was determined by GEOID03.
 FB0477
 FB0477.The dynamic height is computed by dividing the NAVD 88
 FB0477.geopotential number by the normal gravity value computed on the
 FB0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB0477.degrees latitude (g = 980.6199 gals.).
 FB0477
 FB0477.The modeled gravity was interpolated from observed gravity values.
 FB0477
 FB0477;                    North         East    Units  Estimated Accuracy
 FB0477;SPC NC       -   160,780.      261,370.      MT  (+/- 180 meters Scaled)
 FB0477
 FB0477                          SUPERSEDED SURVEY CONTROL
 FB0477
 FB0477  NGVD 29 (??/??/92)  665.170  (m)         2182.31   (f) ADJ UNCH    2 0
 FB0477
 FB0477.Superseded values are not recommended for survey control.
 FB0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB0477.See file dsdata.txt to determine how the superseded data were derived.
 FB0477
 FB0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU339899(NAD 83)
 FB0477_MARKER: DB = BENCH MARK DISK
 FB0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB0477_STAMPING: C 86 1935
 FB0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB0477+STABILITY: SURFACE MOTION
 FB0477
 FB0477  HISTORY     - Date     Condition        Report By
 FB0477  HISTORY     - 1935     MONUMENTED       CGS
 FB0477
 FB0477                          STATION DESCRIPTION
 FB0477
 FB0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FB0477'0.4 MI S FROM ROSMAN.
 FB0477'0.4 MILE SOUTH ALONG STATE HIGHWAY 283 FROM ROSMAN, TRANSYLVANIA
 FB0477'COUNTY, 117 YARDS SOUTHEAST OF A STORE AND SERVICE STATION, 10
 FB0477'FEET NORTH OF THE EAST HEADWALL OF A 24-INCH CORRUGATED IRON PIPE
 FB0477'CULVERT, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.3
 FB0477'FEET EAST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 FB0477'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0453 ***********************************************************************
 FZ0453  DESIGNATION -  C 89
 FZ0453  PID         -  FZ0453
 FZ0453  STATE/COUNTY-  NC/SURRY
 FZ0453  USGS QUAD   -  SILOAM (1970)
 FZ0453
 FZ0453                         *CURRENT SURVEY CONTROL
 FZ0453  ___________________________________________________________________
 FZ0453* NAD 83(1986)-  36 17 07.     (N)    080 33 34.     (W)     SCALED    
 FZ0453* NAVD 88     -       246.950  (meters)     810.20   (feet)  ADJUSTED  
 FZ0453  ___________________________________________________________________
 FZ0453  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 FZ0453  DYNAMIC HT  -         246.719 (meters)     809.44  (feet)  COMP
 FZ0453  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 FZ0453
 FZ0453  VERT ORDER  -  SECOND    CLASS 0
 FZ0453
 FZ0453.The horizontal coordinates were scaled from a topographic map and have
 FZ0453.an estimated accuracy of +/- 6 seconds.
 FZ0453
 FZ0453.The orthometric height was determined by differential leveling
 FZ0453.and adjusted in June 1991.
 FZ0453
 FZ0453.The geoid height was determined by GEOID03.
 FZ0453
 FZ0453.The dynamic height is computed by dividing the NAVD 88
 FZ0453.geopotential number by the normal gravity value computed on the
 FZ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0453.degrees latitude (g = 980.6199 gals.).
 FZ0453
 FZ0453.The modeled gravity was interpolated from observed gravity values.
 FZ0453
 FZ0453;                    North         East    Units  Estimated Accuracy
 FZ0453;SPC NC       -   282,360.      469,510.      MT  (+/- 180 meters Scaled)
 FZ0453
 FZ0453                          SUPERSEDED SURVEY CONTROL
 FZ0453
 FZ0453  NGVD 29 (??/??/92)  247.117  (m)          810.75   (f) ADJ UNCH    2 0
 FZ0453
 FZ0453.Superseded values are not recommended for survey control.
 FZ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0453.See file dsdata.txt to determine how the superseded data were derived.
 FZ0453
 FZ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA395156(NAD 83)
 FZ0453_MARKER: DB = BENCH MARK DISK
 FZ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0453_STAMPING: C 89 1935
 FZ0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0453+STABILITY: SURFACE MOTION
 FZ0453
 FZ0453  HISTORY     - Date     Condition        Report By
 FZ0453  HISTORY     - 1935     MONUMENTED       CGS
 FZ0453
 FZ0453                          STATION DESCRIPTION
 FZ0453
 FZ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0453'AT SILOAM.
 FZ0453'AT SILOAM, SURRY COUNTY, 380 YARDS EAST OF THE SOUTHERN RAILWAY
 FZ0453'STATION, 90 YARDS EAST OF THE EAST END OF BRIDGE K 57.5, 34 FEET
 FZ0453'SOUTHEAST OF A FARM-ROAD CROSSING, 14.5 FEET WEST OF THE NORTHWEST
 FZ0453'CORNER OF A SECTION HOUSE, AND 21.5 FEET SOUTH OF THE SOUTH RAIL.
 FZ0453'A STANDARD DISK, STAMPED C 89 1935 AND SET IN THE TOP OF A CONCRETE
 FZ0453'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0856 ***********************************************************************
 FZ0856  DESIGNATION -  C 90
 FZ0856  PID         -  FZ0856
 FZ0856  STATE/COUNTY-  NC/WILKES
 FZ0856  USGS QUAD   -  WILKESBORO (1966)
 FZ0856
 FZ0856                         *CURRENT SURVEY CONTROL
 FZ0856  ___________________________________________________________________
 FZ0856* NAD 83(1986)-  36 11 21.     (N)    081 14 17.     (W)     SCALED    
 FZ0856* NAVD 88     -       433.470  (meters)    1422.14   (feet)  ADJUSTED  
 FZ0856  ___________________________________________________________________
 FZ0856  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 FZ0856  DYNAMIC HT  -         433.050 (meters)    1420.76  (feet)  COMP
 FZ0856  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 FZ0856
 FZ0856  VERT ORDER  -  SECOND    CLASS 0
 FZ0856
 FZ0856.The horizontal coordinates were scaled from a topographic map and have
 FZ0856.an estimated accuracy of +/- 6 seconds.
 FZ0856
 FZ0856.The orthometric height was determined by differential leveling
 FZ0856.and adjusted in June 1991.
 FZ0856
 FZ0856.The geoid height was determined by GEOID03.
 FZ0856
 FZ0856.The dynamic height is computed by dividing the NAVD 88
 FZ0856.geopotential number by the normal gravity value computed on the
 FZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0856.degrees latitude (g = 980.6199 gals.).
 FZ0856
 FZ0856.The modeled gravity was interpolated from observed gravity values.
 FZ0856
 FZ0856;                    North         East    Units  Estimated Accuracy
 FZ0856;SPC NC       -   272,860.      408,310.      MT  (+/- 180 meters Scaled)
 FZ0856
 FZ0856                          SUPERSEDED SURVEY CONTROL
 FZ0856
 FZ0856  NGVD 29 (??/??/92)  433.618  (m)         1422.63   (f) ADJ UNCH    2 0
 FZ0856
 FZ0856.Superseded values are not recommended for survey control.
 FZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0856.See file dsdata.txt to determine how the superseded data were derived.
 FZ0856
 FZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA785049(NAD 83)
 FZ0856_MARKER: DB = BENCH MARK DISK
 FZ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0856_STAMPING: C 90 1935
 FZ0856_MARK LOGO: CGS   
 FZ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0856+STABILITY: SURFACE MOTION
 FZ0856
 FZ0856  HISTORY     - Date     Condition        Report By
 FZ0856  HISTORY     - 1935     MONUMENTED       CGS
 FZ0856  HISTORY     - 20031201 SEE DESCRIPTION  NCGS
 FZ0856
 FZ0856                          STATION DESCRIPTION
 FZ0856
 FZ0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FZ0856'6.4 MI W FROM NORTH WILKESBORO.
 FZ0856'6.4 MILES WEST ALONG U.S. HIGHWAY 421 FROM THE POST OFFICE
 FZ0856'AT NORTH WILKESBORO, WILKES COUNTY, AT MILLERS CREEK, 70 YARDS
 FZ0856'WEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 16, 23 FEET
 FZ0856'SOUTHWEST OF A COUNTY ROAD LEADING TO PURLEAR, AND 22 FEET
 FZ0856'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 421.  A STANDARD
 FZ0856'DISK, STAMPED C 90 1935 AND SET IN THE TOP OF A CONCRETE POST
 FZ0856'PROJECTING 6 INCHES ABOVE GROUND.
 FZ0856
 FZ0856                          STATION RECOVERY (2003)
 FZ0856
 FZ0856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 FZ0856'MARK NOT FOUND.  DESCRIPTION PLACES STATION IN A LOCATION THAT IS NOW
 FZ0856'A PAVED PARKING LOT.  PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1531 ***********************************************************************
 EZ1531  DESIGNATION -  C 91
 EZ1531  PID         -  EZ1531
 EZ1531  STATE/COUNTY-  NC/MONTGOMERY
 EZ1531  USGS QUAD   -  STAR (1994)
 EZ1531
 EZ1531                         *CURRENT SURVEY CONTROL
 EZ1531  ___________________________________________________________________
 EZ1531* NAD 83(1986)-  35 26 41.     (N)    079 47 16.     (W)     SCALED    
 EZ1531* NAVD 88     -       189.436  (meters)     621.51   (feet)  ADJUSTED  
 EZ1531  ___________________________________________________________________
 EZ1531  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 EZ1531  DYNAMIC HT  -         189.268 (meters)     620.96  (feet)  COMP
 EZ1531  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 EZ1531
 EZ1531  VERT ORDER  -  SECOND    CLASS 0
 EZ1531
 EZ1531.The horizontal coordinates were scaled from a topographic map and have
 EZ1531.an estimated accuracy of +/- 6 seconds.
 EZ1531
 EZ1531.The orthometric height was determined by differential leveling
 EZ1531.and adjusted in June 1991.
 EZ1531
 EZ1531.The geoid height was determined by GEOID03.
 EZ1531
 EZ1531.The dynamic height is computed by dividing the NAVD 88
 EZ1531.geopotential number by the normal gravity value computed on the
 EZ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1531.degrees latitude (g = 980.6199 gals.).
 EZ1531
 EZ1531.The modeled gravity was interpolated from observed gravity values.
 EZ1531
 EZ1531;                    North         East    Units  Estimated Accuracy
 EZ1531;SPC NC       -   188,280.      538,090.      MT  (+/- 180 meters Scaled)
 EZ1531
 EZ1531                          SUPERSEDED SURVEY CONTROL
 EZ1531
 EZ1531  NGVD 29 (??/??/92)  189.678  (m)          622.30   (f) ADJ UNCH    2 0
 EZ1531
 EZ1531.Superseded values are not recommended for survey control.
 EZ1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1531.See file dsdata.txt to determine how the superseded data were derived.
 EZ1531
 EZ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV100230(NAD 83)
 EZ1531_MARKER: DB = BENCH MARK DISK
 EZ1531_SETTING: 0 = UNSPECIFIED SETTING
 EZ1531_STAMPING: C 91 1935
 EZ1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ1531
 EZ1531  HISTORY     - Date     Condition        Report By
 EZ1531  HISTORY     - 1935     MONUMENTED       CGS
 EZ1531  HISTORY     - 1957     GOOD             NGS
 EZ1531  HISTORY     - 1963     GOOD             DMA
 EZ1531  HISTORY     - 1981     MARK NOT FOUND   NCGS
 EZ1531
 EZ1531                          STATION DESCRIPTION
 EZ1531
 EZ1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 EZ1531'0.4 MI N FROM STAR.
 EZ1531'0.4 MILE NORTH ALONG PAVED ROAD (OLD U.S. 220) FROM THE FEED
 EZ1531'MILL AT ETHER, MONTGOMERY COUNTY, 750 FEET NORTH OF A PAVED X-ROADS
 EZ1531'AT ETHER, 57 FEET EAST OF CENTERLINE OF PAVED ROAD, 19 FEET
 EZ1531'WEST OF CENTERLINE OF OLD RAILROAD ROADBED, 54 FEET NORTHEAST
 EZ1531'OF TELEPHONE POLE WITH MARK STAMPED CHEST HIGH, 81 FEET NORTHEAST
 EZ1531'OF CENTERLINE OF T-INTERSECTION WEST, GRAVEL DRIVE WEST WITH
 EZ1531'NORTH-SOUTH PAVED ROAD.
 EZ1531
 EZ1531                          STATION RECOVERY (1963)
 EZ1531
 EZ1531'RECOVERY NOTE BY DEFENSE MAP AGENCY 1963
 EZ1531'RECOVERED IN GOOD CONDITION.
 EZ1531
 EZ1531                          STATION RECOVERY (1981)
 EZ1531
 EZ1531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1531'DESCRIPTION IS INADEQUATE FOR LOCATING THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1201 ***********************************************************************
 EZ1201  DESIGNATION -  C 92
 EZ1201  PID         -  EZ1201
 EZ1201  STATE/COUNTY-  NC/ORANGE
 EZ1201  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1201
 EZ1201                         *CURRENT SURVEY CONTROL
 EZ1201  ___________________________________________________________________
 EZ1201* NAD 83(1986)-  35 53 31.     (N)    079 03 33.     (W)     SCALED    
 EZ1201* NAVD 88     -        95.647  (meters)     313.80   (feet)  ADJUSTED  
 EZ1201  ___________________________________________________________________
 EZ1201  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EZ1201  DYNAMIC HT  -          95.568 (meters)     313.54  (feet)  COMP
 EZ1201  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EZ1201
 EZ1201  VERT ORDER  -  SECOND    CLASS 0
 EZ1201
 EZ1201.The horizontal coordinates were scaled from a topographic map and have
 EZ1201.an estimated accuracy of +/- 6 seconds.
 EZ1201
 EZ1201.The orthometric height was determined by differential leveling
 EZ1201.and adjusted in June 1991.
 EZ1201
 EZ1201.The geoid height was determined by GEOID03.
 EZ1201
 EZ1201.The dynamic height is computed by dividing the NAVD 88
 EZ1201.geopotential number by the normal gravity value computed on the
 EZ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1201.degrees latitude (g = 980.6199 gals.).
 EZ1201
 EZ1201.The modeled gravity was interpolated from observed gravity values.
 EZ1201
 EZ1201;                    North         East    Units  Estimated Accuracy
 EZ1201;SPC NC       -   237,610.      604,260.      MT  (+/- 180 meters Scaled)
 EZ1201
 EZ1201                          SUPERSEDED SURVEY CONTROL
 EZ1201
 EZ1201  NGVD 29 (??/??/92)   95.88   (m)          314.6    (f) COMPUTED    2 0
 EZ1201
 EZ1201.Superseded values are not recommended for survey control.
 EZ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1201.See file dsdata.txt to determine how the superseded data were derived.
 EZ1201
 EZ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV751737(NAD 83)
 EZ1201_MARKER: DB = BENCH MARK DISK
 EZ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1201_STAMPING: C 92 1935
 EZ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1201+STABILITY: SURFACE MOTION
 EZ1201
 EZ1201  HISTORY     - Date     Condition        Report By
 EZ1201  HISTORY     - 1935     MONUMENTED       CGS
 EZ1201  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 EZ1201  HISTORY     - 20051001 MARK NOT FOUND   GEOCAC
 EZ1201
 EZ1201                          STATION DESCRIPTION
 EZ1201
 EZ1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EZ1201'1.3 MI S FROM CHAPEL HILL.
 EZ1201'C-92 IS LOCATED ABOUT 1.3 MILES SOUTH OF CROSSING OF U.S.
 EZ1201'HIGHWAYS 15 AND 54 AT CHAPEL HILL, IN INSIDE CONCRETE CURB OF
 EZ1201'WEST CORNER OF CONCRETE BRIDGE OVER MORGAN CREEK.  STANDARD
 EZ1201'TABLET SET IN BRIDGE.
 EZ1201
 EZ1201                          STATION RECOVERY (2004)
 EZ1201
 EZ1201'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1201'MARK NOT FOUND.
 EZ1201
 EZ1201                          STATION RECOVERY (2005)
 EZ1201
 EZ1201'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ1201'REPORTED DESTROYED IN 1941. RESET AS C 92 1941.
 EZ1201'(NOTE--THE RESET WAS REPORTED DESTROYED IN 1989.)
 EZ1201' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1202 ***********************************************************************
 EZ1202  DESIGNATION -  C 92 RESET
 EZ1202  PID         -  EZ1202
 EZ1202  STATE/COUNTY-  NC/ORANGE
 EZ1202  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1202
 EZ1202                         *CURRENT SURVEY CONTROL
 EZ1202  ___________________________________________________________________
 EZ1202* NAD 83(1986)-  35 53 31.     (N)    079 03 33.     (W)     SCALED    
 EZ1202* NAVD 88     -        95.505  (meters)     313.34   (feet)  ADJUSTED  
 EZ1202  ___________________________________________________________________
 EZ1202  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 EZ1202  DYNAMIC HT  -          95.426 (meters)     313.08  (feet)  COMP
 EZ1202  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 EZ1202
 EZ1202  VERT ORDER  -  SECOND    CLASS II
 EZ1202
 EZ1202.The horizontal coordinates were scaled from a topographic map and have
 EZ1202.an estimated accuracy of +/- 6 seconds.
 EZ1202
 EZ1202.The orthometric height was determined by differential leveling
 EZ1202.and adjusted in June 1991.
 EZ1202
 EZ1202.The geoid height was determined by GEOID03.
 EZ1202
 EZ1202.The dynamic height is computed by dividing the NAVD 88
 EZ1202.geopotential number by the normal gravity value computed on the
 EZ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1202.degrees latitude (g = 980.6199 gals.).
 EZ1202
 EZ1202.The modeled gravity was interpolated from observed gravity values.
 EZ1202
 EZ1202;                    North         East    Units  Estimated Accuracy
 EZ1202;SPC NC       -   237,610.      604,260.      MT  (+/- 180 meters Scaled)
 EZ1202
 EZ1202                          SUPERSEDED SURVEY CONTROL
 EZ1202
 EZ1202  NGVD 29 (03/05/92)   95.750  (m)          314.14   (f) ADJUSTED    2 2
 EZ1202
 EZ1202.Superseded values are not recommended for survey control.
 EZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1202.See file dsdata.txt to determine how the superseded data were derived.
 EZ1202
 EZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV751737(NAD 83)
 EZ1202_MARKER: DB = BENCH MARK DISK
 EZ1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EZ1202_SP_SET: ABUTMENT BRIDGE
 EZ1202_STAMPING: C 92 1941
 EZ1202_MARK LOGO: CGS   
 EZ1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EZ1202
 EZ1202  HISTORY     - Date     Condition        Report By
 EZ1202  HISTORY     - 1941     MONUMENTED       NCHPWC
 EZ1202  HISTORY     - 1969     GOOD             CGS
 EZ1202  HISTORY     - 1978     GOOD             ALSTER
 EZ1202  HISTORY     - 1981     GOOD             NCGS
 EZ1202  HISTORY     - 1985     GOOD             USPSQD
 EZ1202  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EZ1202  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 EZ1202
 EZ1202                          STATION DESCRIPTION
 EZ1202
 EZ1202'DESCRIBED BY NC HWY AND P W COMM 1941
 EZ1202'1.3 MI S FROM CHAPEL HILL.
 EZ1202'1.3 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE INTERSECTION OF
 EZ1202'STATE HIGHWAY 54 AT CHAPEL HILL, ORANGE COUNTY, IN THE TOP OF
 EZ1202'THE WEST WINGWALL OF THE SOUTH ABUTMENT OF THE BRIDGE OVER MORGAN
 EZ1202'CREEK, AND IN THE INSIDE CONCRETE CURB.  A STANDARD DISK,
 EZ1202'STAMPED---C 92 1941---.
 EZ1202
 EZ1202                          STATION RECOVERY (1969)
 EZ1202
 EZ1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EZ1202'RECOVERED IN GOOD CONDITION.
 EZ1202
 EZ1202                          STATION RECOVERY (1978)
 EZ1202
 EZ1202'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978
 EZ1202'RECOVERED IN GOOD CONDITION.
 EZ1202
 EZ1202                          STATION RECOVERY (1981)
 EZ1202
 EZ1202'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1202'RECOVERED IN GOOD CONDITION.
 EZ1202
 EZ1202                          STATION RECOVERY (1985)
 EZ1202
 EZ1202'RECOVERY NOTE BY US POWER SQUADRON 1985
 EZ1202'RECOVERED IN GOOD CONDITION.
 EZ1202
 EZ1202                          STATION RECOVERY (1988)
 EZ1202
 EZ1202'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 EZ1202'MARK NOT FOUND.
 EZ1202
 EZ1202                          STATION RECOVERY (2004)
 EZ1202
 EZ1202'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0413 ***********************************************************************
 EZ0413  DESIGNATION -  C 93
 EZ0413  PID         -  EZ0413
 EZ0413  STATE/COUNTY-  NC/HARNETT
 EZ0413  USGS QUAD   -  COATS (1987)
 EZ0413
 EZ0413                         *CURRENT SURVEY CONTROL
 EZ0413  ___________________________________________________________________
 EZ0413* NAD 83(1986)-  35 25 29.     (N)    078 40 35.     (W)     SCALED    
 EZ0413* NAVD 88     -        87.552  (meters)     287.24   (feet)  ADJUSTED  
 EZ0413  ___________________________________________________________________
 EZ0413  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 EZ0413  DYNAMIC HT  -          87.474 (meters)     286.99  (feet)  COMP
 EZ0413  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 EZ0413
 EZ0413  VERT ORDER  -  SECOND    CLASS 0
 EZ0413
 EZ0413.The horizontal coordinates were scaled from a topographic map and have
 EZ0413.an estimated accuracy of +/- 6 seconds.
 EZ0413
 EZ0413.The orthometric height was determined by differential leveling
 EZ0413.and adjusted in June 1991.
 EZ0413
 EZ0413.The geoid height was determined by GEOID03.
 EZ0413
 EZ0413.The dynamic height is computed by dividing the NAVD 88
 EZ0413.geopotential number by the normal gravity value computed on the
 EZ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0413.degrees latitude (g = 980.6199 gals.).
 EZ0413
 EZ0413.The modeled gravity was interpolated from observed gravity values.
 EZ0413
 EZ0413;                    North         East    Units  Estimated Accuracy
 EZ0413;SPC NC       -   185,830.      638,990.      MT  (+/- 180 meters Scaled)
 EZ0413
 EZ0413                          SUPERSEDED SURVEY CONTROL
 EZ0413
 EZ0413  NGVD 29 (??/??/92)   87.804  (m)          288.07   (f) ADJ UNCH    2 0
 EZ0413
 EZ0413.Superseded values are not recommended for survey control.
 EZ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0413.See file dsdata.txt to determine how the superseded data were derived.
 EZ0413
 EZ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV109226(NAD 83)
 EZ0413_MARKER: DB = BENCH MARK DISK
 EZ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0413_STAMPING: C 93 1935
 EZ0413_MARK LOGO: CGS   
 EZ0413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0413+STABILITY: SURFACE MOTION
 EZ0413
 EZ0413  HISTORY     - Date     Condition        Report By
 EZ0413  HISTORY     - 1935     MONUMENTED       CGS
 EZ0413  HISTORY     - 1964     MARK NOT FOUND   NGS
 EZ0413  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ0413  HISTORY     - 20040408 MARK NOT FOUND   NCGS
 EZ0413
 EZ0413                          STATION DESCRIPTION
 EZ0413
 EZ0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EZ0413'1 MI N FROM COATS.
 EZ0413'1 MILE NORTH ALONG THE DURHAM AND SOUTHERN RAILWAY FROM THE
 EZ0413'STATION AT COATS, HARNETT COUNTY, 8 POLES SOUTH OF A CUT, AT A
 EZ0413'CURVE, 55 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING ABOUT
 EZ0413'60 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 55, 16.7 FEET
 EZ0413'WEST OF THE WEST RAIL, AND IN LINE WITH THE WEST RAIL OF A TANGENT.
 EZ0413'A STANDARD DISK, STAMPED C 93 1935 AND SET IN THE TOP OF A
 EZ0413'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 EZ0413
 EZ0413                          STATION RECOVERY (1999)
 EZ0413
 EZ0413'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0413'MARK NOT FOUND.
 EZ0413
 EZ0413                          STATION RECOVERY (2004)
 EZ0413
 EZ0413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL)
 EZ0413'NOT FOUND, BELIEVED DESTROYED.  THE RAILROAD IS GONE AND THE
 EZ0413'REFERENCED AREA IS NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0188 ***********************************************************************
 FZ0188  DESIGNATION -  C 94
 FZ0188  PID         -  FZ0188
 FZ0188  STATE/COUNTY-  NC/STOKES
 FZ0188  USGS QUAD   -  DANBURY (1984)
 FZ0188
 FZ0188                         *CURRENT SURVEY CONTROL
 FZ0188  ___________________________________________________________________
 FZ0188* NAD 83(1986)-  36 24 34.     (N)    080 12 21.     (W)     SCALED    
 FZ0188* NAVD 88     -       251.190  (meters)     824.11   (feet)  ADJUSTED  
 FZ0188  ___________________________________________________________________
 FZ0188  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 FZ0188  DYNAMIC HT  -         250.961 (meters)     823.36  (feet)  COMP
 FZ0188  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 FZ0188
 FZ0188  VERT ORDER  -  SECOND    CLASS 0
 FZ0188
 FZ0188.The horizontal coordinates were scaled from a topographic map and have
 FZ0188.an estimated accuracy of +/- 6 seconds.
 FZ0188
 FZ0188.The orthometric height was determined by differential leveling
 FZ0188.and adjusted in June 1991.
 FZ0188
 FZ0188.The geoid height was determined by GEOID03.
 FZ0188
 FZ0188.The dynamic height is computed by dividing the NAVD 88
 FZ0188.geopotential number by the normal gravity value computed on the
 FZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0188.degrees latitude (g = 980.6199 gals.).
 FZ0188
 FZ0188.The modeled gravity was interpolated from observed gravity values.
 FZ0188
 FZ0188;                    North         East    Units  Estimated Accuracy
 FZ0188;SPC NC       -   295,690.      501,440.      MT  (+/- 180 meters Scaled)
 FZ0188
 FZ0188                          SUPERSEDED SURVEY CONTROL
 FZ0188
 FZ0188  NGVD 29 (??/??/92)  251.362  (m)          824.68   (f) ADJ UNCH    2 0
 FZ0188
 FZ0188.Superseded values are not recommended for survey control.
 FZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0188.See file dsdata.txt to determine how the superseded data were derived.
 FZ0188
 FZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA712296(NAD 83)
 FZ0188_MARKER: DB = BENCH MARK DISK
 FZ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ0188_STAMPING: C 94 1935
 FZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0188+STABILITY: SURFACE MOTION
 FZ0188
 FZ0188  HISTORY     - Date     Condition        Report By
 FZ0188  HISTORY     - 1935     MONUMENTED       CGS
 FZ0188  HISTORY     - 1960     GOOD             NGS
 FZ0188  HISTORY     - 1984     GOOD             USPSQD
 FZ0188  HISTORY     - 1985     POOR             USPSQD
 FZ0188
 FZ0188                          STATION DESCRIPTION
 FZ0188
 FZ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FZ0188'AT DANBURY.
 FZ0188'AT DANBURY, STOKES COUNTY, IN THE SOUTHWEST CORNER OF THE COUNTY
 FZ0188'COURTHOUSE YARD, 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 FZ0188'THE COURTHOUSE, AND 11 FEET NORTH OF A RETAINING WALL EXTENDING
 FZ0188'ALONG THE SOUTH EDGE OF THE YARD.  A STANDARD DISK, STAMPED C 94
 FZ0188'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 FZ0188'ABOVE GROUND.  1973 REPORT-- A SMALL AMOUNT OF CONCRETE BROKEN.
 FZ0188'CHANGES-- 34.5 FT SW OF SW CORNER OF COURTHOUSE (NEWER SECTION),
 FZ0188'1 INCH ABOVE GROUND.  NEW REFERENCES-- 31.9 FT NNE OF TP 293 WITH
 FZ0188'ALUMINUM REF. TAG 12.8 FT E OF E EDGE OF OLD MONUMENT FOUNDATION.
 FZ0188
 FZ0188                          STATION RECOVERY (1984)
 FZ0188
 FZ0188'RECOVERY NOTE BY US POWER SQUADRON 1984
 FZ0188'EDGE WAS NICKED BY LAWN MOWED BUT ALL INTO WAS LEGIBLE.
 FZ0188
 FZ0188                          STATION RECOVERY (1985)
 FZ0188
 FZ0188'RECOVERY NOTE BY US POWER SQUADRON 1985
 FZ0188'MARKER BENT UP ABOVE CONCRETE POST. NORTHWEST CORNER OF YARD IS FRONT
 FZ0188'OF CO. COURTHOUSE ADJACENNT TO CORNER OF COURTHOUSE CIRCLE STATE
 FZ0188'HIGHWAY 89.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0174 ***********************************************************************
 FA0174  DESIGNATION -  C 96
 FA0174  PID         -  FA0174
 FA0174  STATE/COUNTY-  NC/STANLY
 FA0174  USGS QUAD   -  RICHFIELD (1993)
 FA0174
 FA0174                         *CURRENT SURVEY CONTROL
 FA0174  ___________________________________________________________________
 FA0174* NAD 83(1986)-  35 22 51.     (N)    080 18 52.     (W)     SCALED    
 FA0174* NAVD 88     -       187.968  (meters)     616.69   (feet)  ADJUSTED  
 FA0174  ___________________________________________________________________
 FA0174  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 FA0174  DYNAMIC HT  -         187.800 (meters)     616.14  (feet)  COMP
 FA0174  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 FA0174
 FA0174  VERT ORDER  -  SECOND    CLASS 0
 FA0174
 FA0174.The horizontal coordinates were scaled from a topographic map and have
 FA0174.an estimated accuracy of +/- 6 seconds.
 FA0174
 FA0174.The orthometric height was determined by differential leveling
 FA0174.and adjusted in June 1991.
 FA0174
 FA0174.The geoid height was determined by GEOID03.
 FA0174
 FA0174.The dynamic height is computed by dividing the NAVD 88
 FA0174.geopotential number by the normal gravity value computed on the
 FA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0174.degrees latitude (g = 980.6199 gals.).
 FA0174
 FA0174.The modeled gravity was interpolated from observed gravity values.
 FA0174
 FA0174;                    North         East    Units  Estimated Accuracy
 FA0174;SPC NC       -   181,700.      490,190.      MT  (+/- 180 meters Scaled)
 FA0174
 FA0174                          SUPERSEDED SURVEY CONTROL
 FA0174
 FA0174  NGVD 29 (??/??/92)  188.222  (m)          617.52   (f) ADJ UNCH    2 0
 FA0174
 FA0174.Superseded values are not recommended for survey control.
 FA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0174.See file dsdata.txt to determine how the superseded data were derived.
 FA0174
 FA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV622154(NAD 83)
 FA0174_MARKER: DB = BENCH MARK DISK
 FA0174_SETTING: 0 = UNSPECIFIED SETTING
 FA0174_STAMPING: C 96 1935
 FA0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0174
 FA0174  HISTORY     - Date     Condition        Report By
 FA0174  HISTORY     - 1935     MONUMENTED       CGS
 FA0174  HISTORY     - 1967     MARK NOT FOUND   NGS
 FA0174
 FA0174                          STATION DESCRIPTION
 FA0174
 FA0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FA0174'0.7 MI W FROM MILLINGPORT.
 FA0174'0.7 MILE ALONG STATE HIGHWAY 73 FROM MILLINGPORT, 6.6 MILES
 FA0174'WEST OF ALBEMARLE, 0.3 MILE WEST OF SALEM METHODIST EPISCOPAL
 FA0174'CHURCH, 195 FEET EAST OF THE SOUTHEAST CORNER OF A DOUBLE
 FA0174'CONCRETE CULVERT, 50 FEET SOUTHEAST OF THE JUNCTION OF HY. 73
 FA0174'AND SR 1236, AND 47 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 FA0174'DISTANCES FROM REFERENCE POINTS SHOW THE MARK SHOULD BE ON THE
 FA0174'LAWN OF A NEW DWELLING THAT APPEARS TO HAVE BEEN GRADED.  THE
 FA0174'AREA WAS PROBED WITHOUT RESULTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0123 ***********************************************************************
 FA0123  DESIGNATION -  C 97
 FA0123  PID         -  FA0123
 FA0123  STATE/COUNTY-  NC/DAVIDSON
 FA0123  USGS QUAD   -  LEXINGTON WEST (1994)
 FA0123
 FA0123                         *CURRENT SURVEY CONTROL
 FA0123  ___________________________________________________________________
 FA0123* NAD 83(1986)-  35 49 34.     (N)    080 15 55.     (W)     SCALED    
 FA0123* NAVD 88     -       228.772  (meters)     750.56   (feet)  ADJUSTED  
 FA0123  ___________________________________________________________________
 FA0123  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 FA0123  DYNAMIC HT  -         228.569 (meters)     749.90  (feet)  COMP
 FA0123  MODELED GRAV-     979,738.9   (mgal)                       NAVD 88
 FA0123
 FA0123  VERT ORDER  -  SECOND    CLASS 0
 FA0123
 FA0123.The horizontal coordinates were scaled from a topographic map and have
 FA0123.an estimated accuracy of +/- 6 seconds.
 FA0123
 FA0123.The orthometric height was determined by differential leveling
 FA0123.and adjusted in June 1991.
 FA0123
 FA0123.The geoid height was determined by GEOID03.
 FA0123
 FA0123.The dynamic height is computed by dividing the NAVD 88
 FA0123.geopotential number by the normal gravity value computed on the
 FA0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0123.degrees latitude (g = 980.6199 gals.).
 FA0123
 FA0123.The modeled gravity was interpolated from observed gravity values.
 FA0123
 FA0123;                    North         East    Units  Estimated Accuracy
 FA0123;SPC NC       -   231,040.      495,280.      MT  (+/- 180 meters Scaled)
 FA0123
 FA0123                          SUPERSEDED SURVEY CONTROL
 FA0123
 FA0123  NGVD 29 (??/??/92)  228.991  (m)          751.28   (f) ADJ UNCH    2 0
 FA0123
 FA0123.Superseded values are not recommended for survey control.
 FA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0123.See file dsdata.txt to determine how the superseded data were derived.
 FA0123
 FA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV663649(NAD 83)
 FA0123_MARKER: DB = BENCH MARK DISK
 FA0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0123_STAMPING: C 97 1935
 FA0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0123+STABILITY: SURFACE MOTION
 FA0123
 FA0123  HISTORY     - Date     Condition        Report By
 FA0123  HISTORY     - 1935     MONUMENTED       CGS
 FA0123  HISTORY     - 1949     GOOD             NGS
 FA0123
 FA0123                          STATION DESCRIPTION
 FA0123
 FA0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 FA0123'AT LEXINGTON.
 FA0123'AT LEXINGTON, ABOUT 180 FEET NORTH OF THE NORTH END OF THE
 FA0123'WINSTON-SALEM SOUTHBOUND RAILWAY STATION, 132 FEET SOUTHEAST OF
 FA0123'THE EXTREME SOUTHEAST LEG OF A WATER TANK, 21.4 FEET EAST OF
 FA0123'THE EAST RAIL, AND 6.5 FEET NORTH OF A POLE.  A STANDARD DISK,
 FA0123'STAMPED C 97 1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 FA0123'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY0981 ***********************************************************************
 FY0981  DESIGNATION -  C 98
 FY0981  PID         -  FY0981
 FY0981  STATE/COUNTY-  NC/CASWELL
 FY0981  USGS QUAD   -  ANDERSON (1972)
 FY0981
 FY0981                         *CURRENT SURVEY CONTROL
 FY0981  ___________________________________________________________________
 FY0981* NAD 83(1986)-  36 21 10.     (N)    079 15 07.     (W)     SCALED    
 FY0981* NAVD 88     -       195.445  (meters)     641.22   (feet)  ADJUSTED  
 FY0981  ___________________________________________________________________
 FY0981  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 FY0981  DYNAMIC HT  -         195.291 (meters)     640.72  (feet)  COMP
 FY0981  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 FY0981
 FY0981  VERT ORDER  -  SECOND    CLASS 0
 FY0981
 FY0981.The horizontal coordinates were scaled from a topographic map and have
 FY0981.an estimated accuracy of +/- 6 seconds.
 FY0981
 FY0981.The orthometric height was determined by differential leveling
 FY0981.and adjusted in June 1991.
 FY0981
 FY0981.The geoid height was determined by GEOID03.
 FY0981
 FY0981.The dynamic height is computed by dividing the NAVD 88
 FY0981.geopotential number by the normal gravity value computed on the
 FY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY0981.degrees latitude (g = 980.6199 gals.).
 FY0981
 FY0981.The modeled gravity was interpolated from observed gravity values.
 FY0981
 FY0981;                    North         East    Units  Estimated Accuracy
 FY0981;SPC NC       -   288,780.      586,990.      MT  (+/- 180 meters Scaled)
 FY0981
 FY0981                          SUPERSEDED SURVEY CONTROL
 FY0981
 FY0981  NGVD 29 (??/??/92)  195.673  (m)          641.97   (f) ADJ UNCH    2 0
 FY0981
 FY0981.Superseded values are not recommended for survey control.
 FY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY0981.See file dsdata.txt to determine how the superseded data were derived.
 FY0981
 FY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA568244(NAD 83)
 FY0981_MARKER: DB = BENCH MARK DISK
 FY0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY0981_STAMPING: C 98 1935
 FY0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY0981+STABILITY: SURFACE MOTION
 FY0981
 FY0981  HISTORY     - Date     Condition        Report By
 FY0981  HISTORY     - 1935     MONUMENTED       CGS
 FY0981  HISTORY     - 1964     MARK NOT FOUND   USGS
 FY0981  HISTORY     - 1982     MARK NOT FOUND   NCGS
 FY0981
 FY0981                          STATION DESCRIPTION
 FY0981
 FY0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FY0981'7.1 MI SE FROM YANCEYVILLE.
 FY0981'C-98 IS LOCATED ALONG STATE HIGHWAY 14 ABOUT 7.1 MILES SOUTHEAST
 FY0981'OF THE COUNTY COURTHOUSE AT YANCEYVILLE, ON CREST OF A HILL, 90
 FY0981'FEET SOUTH OF A 24 IN METAL CULVERT UNDER THE HIGHWAY, 30 FEET
 FY0981'EAST OF CENTERLINE OF SAID HIGHWAY.  STANDARD TABLET SET IN TOP
 FY0981'OF CONCRETE POST 5 INCHES HIGH.  STAMPED C 98 1935.
 FY0981
 FY0981                          STATION RECOVERY (1964)
 FY0981
 FY0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 FY0981'MARK NOT FOUND.
 FY0981
 FY0981                          STATION RECOVERY (1982)
 FY0981
 FY0981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1288 ***********************************************************************
 FX1288  DESIGNATION -  C 99
 FX1288  PID         -  FX1288
 FX1288  STATE/COUNTY-  NC/HALIFAX
 FX1288  USGS QUAD   -  PALMYRA (1962)
 FX1288
 FX1288                         *CURRENT SURVEY CONTROL
 FX1288  ___________________________________________________________________
 FX1288* NAD 83(1986)-  36 05 51.     (N)    077 20 29.     (W)     SCALED    
 FX1288* NAVD 88     -        18.534  (meters)      60.81   (feet)  POSTED    
 FX1288  ___________________________________________________________________
 FX1288  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 FX1288  DYNAMIC HT  -          18.520 (meters)      60.76  (feet)  COMP
 FX1288  MODELED GRAV-     979,817.1   (mgal)                       NAVD 88
 FX1288
 FX1288  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1288
 FX1288.The horizontal coordinates were scaled from a topographic map and have
 FX1288.an estimated accuracy of +/- 6 seconds.
 FX1288
 FX1288.The orthometric height was determined by differential leveling
 FX1288.and adjusted by the  in 1992.
 FX1288.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1288.rate of 1.1 thru 2.0 mm/km.
 FX1288
 FX1288.The geoid height was determined by GEOID03.
 FX1288
 FX1288.The dynamic height is computed by dividing the NAVD 88
 FX1288.geopotential number by the normal gravity value computed on the
 FX1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1288.degrees latitude (g = 980.6199 gals.).
 FX1288
 FX1288.The modeled gravity was interpolated from observed gravity values.
 FX1288
 FX1288;                    North         East    Units  Estimated Accuracy
 FX1288;SPC NC       -   261,670.      758,950.      MT  (+/- 180 meters Scaled)
 FX1288
 FX1288                          SUPERSEDED SURVEY CONTROL
 FX1288
 FX1288  NGVD 29 (??/??/92)   18.884  (m)           61.96   (f) ADJ UNCH    2 0
 FX1288
 FX1288.Superseded values are not recommended for survey control.
 FX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1288.See file dsdata.txt to determine how the superseded data were derived.
 FX1288
 FX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE892973(NAD 83)
 FX1288_MARKER: DB = BENCH MARK DISK
 FX1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1288_STAMPING: C 99 1935
 FX1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1288+STABILITY: SURFACE MOTION
 FX1288
 FX1288  HISTORY     - Date     Condition        Report By
 FX1288  HISTORY     - 1935     MONUMENTED       CGS
 FX1288  HISTORY     - 1962     MARK NOT FOUND   NGS
 FX1288
 FX1288                          STATION DESCRIPTION
 FX1288
 FX1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FX1288'1.5 MI NE FROM PALMYRA.
 FX1288'1.5 MILES NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 FX1288'THE STATION AT PALMYRA, AT A LARGE CUT, AND 21.6 FEET SOUTHEAST OF
 FX1288'THE SOUTHEAST RAIL.  A STANDARD DISK STAMPED C 99 1935 AND SET IN
 FX1288'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3002 ***********************************************************************
 FY3002  DESIGNATION -  C P WESLEY
 FY3002  PID         -  FY3002
 FY3002  STATE/COUNTY-  NC/PERSON
 FY3002  USGS QUAD   -  ROXBORO (1982)
 FY3002
 FY3002                         *CURRENT SURVEY CONTROL
 FY3002  ___________________________________________________________________
 FY3002* NAD 83(2001)-  36 27 33.60145(N)    078 55 13.18353(W)     ADJUSTED  
 FY3002* NAVD 88     -       170.8    (meters)     560.     (feet)  VERTCON   
 FY3002  ___________________________________________________________________
 FY3002  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 FY3002  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 FY3002  HORZ ORDER  -  SECOND
 FY3002
 FY3002.The horizontal coordinates were established by classical geodetic methods
 FY3002.and adjusted by the National Geodetic Survey in August 2005.
 FY3002
 FY3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3002
 FY3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3002
 FY3002.The geoid height was determined by GEOID03.
 FY3002
 FY3002;                    North         East     Units Scale Factor Converg.
 FY3002;SPC NC       -   300,573.816   616,743.461   MT  1.00009484   +0 02 45.5
 FY3002;SPC NC       -   986,132.59  2,023,432.50   sFT  1.00009484   +0 02 45.5
 FY3002;UTM  17      - 4,036,907.552   686,354.980   MT  1.00002789   +1 14 10.3
 FY3002
 FY3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3002!SPC NC       -   0.99997808  x   1.00009484  =   1.00007291
 FY3002!UTM  17      -   0.99997808  x   1.00002789  =   1.00000597
 FY3002
 FY3002:                Primary Azimuth Mark                     Grid Az
 FY3002:SPC NC       -  JOLLY                                    019 53 17.7
 FY3002:UTM  17      -  JOLLY                                    018 41 52.9
 FY3002
 FY3002|---------------------------------------------------------------------|
 FY3002| PID    Reference Object                     Distance      Geod. Az  |
 FY3002|                                                           dddmmss.s |
 FY3002| FY3001 JOLLY                               APPROX. 0.5 KM 0195603.2 |
 FY3002| FY3003 FRIEND                              APPROX. 0.9 KM 2115828.7 |
 FY3002|---------------------------------------------------------------------|
 FY3002
 FY3002                          SUPERSEDED SURVEY CONTROL
 FY3002
 FY3002  NAD 83(1993)-  36 27 33.60095(N)    078 55 13.18284(W) AD(       ) 2
 FY3002  NAD 83(1986)-  36 27 33.60335(N)    078 55 13.18623(W) AD(       ) 2
 FY3002  NAD 27      -  36 27 33.09520(N)    078 55 14.15366(W) AD(       ) 2
 FY3002  NGVD 29 (07/19/86)  171.1    (m)          561.     (f) VERT ANG    3  
 FY3002
 FY3002.Superseded values are not recommended for survey control.
 FY3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3002.See file dsdata.txt to determine how the superseded data were derived.
 FY3002
 FY3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8635536908(NAD 83)
 FY3002_MARKER: DD = SURVEY DISK
 FY3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3002_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3002+STABILITY: SURFACE MOTION
 FY3002
 FY3002  HISTORY     - Date     Condition        Report By
 FY3002  HISTORY     - 1976     MONUMENTED       NCGS
 FY3002  HISTORY     - 1985     GOOD             USPSQD
 FY3002
 FY3002                          STATION DESCRIPTION
 FY3002
 FY3002'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3002'THE STATION IS LOCATED APPROXIMATELY 5.6 MILES NORTHEAST OF ROXBORO.
 FY3002'
 FY3002'TO REACH THE STATION FROM THE NC 49 NORTH WITH US 501 AT THE NORTH
 FY3002'SIDE OF ROXBORO, PROCEED NORTHERLY ALONG US 501 FOR 4.90 MILES TO
 FY3002'STATION ON THE RIGHT, AT A CONCRETE DRIVEWAY TO A ONE AND A HALF STORY
 FY3002'WHITE FRAME HOUSE AND 0.05 MILE NORTHEAST OF THE INTERSECTION WITH SR
 FY3002'1519 (EAST).
 FY3002'
 FY3002'STATION MARK IS A STANDARD DISK STAMPED---C. P. WESLEY 1976---SET IN
 FY3002'THE TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW THE GROUND
 FY3002'SURFACE.  THE MARK IS 31.0 FEET SOUTHEAST OF THE CENTERLINE OF US 501,
 FY3002'12.3 FEET NORTH-NORTHEAST OF THE CENTERLINE OF DRIVEWAY, 84.2 FEET
 FY3002'NORTH-NORTHEAST OF SOUTHWEST CORNER OF CONCRETE PORCH, 31.7 FEET WEST
 FY3002'OF TELEPHONE POLE 71 WITH REFERENCE TAG AND 17.3 FEET SOUTH-SOUTHWEST
 FY3002'OF WEST END OF WHITE FENCE.
 FY3002
 FY3002                          STATION RECOVERY (1985)
 FY3002
 FY3002'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY3002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0061 ***********************************************************************
 UT0061  DESIGNATION -  C Q
 UT0061  PID         -  UT0061
 UT0061  STATE/COUNTY-  NC/BRUNSWICK
 UT0061  USGS QUAD   -  KURE BEACH (1979)
 UT0061
 UT0061                         *CURRENT SURVEY CONTROL
 UT0061  ___________________________________________________________________
 UT0061* NAD 83(2001)-  33 57 29.79737(N)    077 58 04.03513(W)     ADJUSTED  
 UT0061* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 UT0061  ___________________________________________________________________
 UT0061  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 UT0061  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 UT0061  HORZ ORDER  -  THIRD
 UT0061
 UT0061.The horizontal coordinates were established by classical geodetic methods
 UT0061.and adjusted by the National Geodetic Survey in August 2005.
 UT0061
 UT0061.The orthometric height was scaled from a topographic map.
 UT0061
 UT0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0061
 UT0061.The geoid height was determined by GEOID03.
 UT0061
 UT0061;                    North         East     Units Scale Factor Converg.
 UT0061;SPC NC       -    23,601.993   705,018.747   MT  1.00012494   +0 35 44.7
 UT0061;SPC NC       -    77,434.21  2,313,049.01   sFT  1.00012494   +0 35 44.7
 UT0061;UTM  18      - 3,761,499.472   225,750.866   MT  1.00052728   -1 39 31.7
 UT0061;UTM  17      - 3,761,673.818   780,204.635   MT  1.00056800   +1 41 41.5
 UT0061
 UT0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 UT0061!SPC NC       -   1.00000590  x   1.00012494  =   1.00013084
 UT0061!UTM  18      -   1.00000590  x   1.00052728  =   1.00053318
 UT0061!UTM  17      -   1.00000590  x   1.00056800  =   1.00057391
 UT0061
 UT0061|---------------------------------------------------------------------|
 UT0061| PID    Reference Object                     Distance      Geod. Az  |
 UT0061|                                                           dddmmss.s |
 UT0061| UT0753 C Q RM 1                             14.765 METERS 00956     |
 UT0061| UT0124 SNOW MARSH                          APPROX. 1.1 KM 0405107.8 |
 UT0061| UT0123 SNOW MARSH CHAN RNG REAR BCN        APPROX. 3.0 KM 0633030.7 |
 UT0061| UT0122 SNOW MARSH CHAN RNG FRONT BCN       APPROX. 1.7 KM 0771445.8 |
 UT0061| UT0119 LOWER SWASH CHAN RNG REAR BCN       APPROX. 1.8 KM 1200719.2 |
 UT0061| UT0118 LOWER SWASH CHAN RNG FRONT BCN      APPROX. 1.8 KM 1675529.9 |
 UT0061| UT0754 C Q RM 2                             16.747 METERS 21642     |
 UT0061|---------------------------------------------------------------------|
 UT0061
 UT0061                          SUPERSEDED SURVEY CONTROL
 UT0061
 UT0061  NAD 83(1986)-  33 57 29.80849(N)    077 58 04.04583(W) AD(       ) 3
 UT0061  NAD 27      -  33 57 29.18300(N)    077 58 05.08500(W) AD(       ) 3
 UT0061
 UT0061.Superseded values are not recommended for survey control.
 UT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0061.See file dsdata.txt to determine how the superseded data were derived.
 UT0061
 UT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2575161499(NAD 83)
 UT0061_MARKER: N = NAIL
 UT0061_SETTING: 0 = UNSPECIFIED SETTING
 UT0061
 UT0061  HISTORY     - Date     Condition        Report By
 UT0061  HISTORY     - 1922     MONUMENTED       USE
 UT0061  HISTORY     - 1933     GOOD             CGS
 UT0061  HISTORY     - 1964     MARK NOT FOUND   CGS
 UT0061  HISTORY     - 1985     GOOD             USE
 UT0061
 UT0061                          STATION DESCRIPTION
 UT0061
 UT0061'DESCRIBED BY US ENGINEERS 1922 (LPR)
 UT0061'STATION IS ON CAPE FEAR RIVER, ABOUT 8 MILES UP FROM THE
 UT0061'MOUTH, ON THE W SIDE OF THE CHANNEL, 2 MILES N OF PRICE CREEK,
 UT0061'ON THE E SIDE OF SNOW MARSH ISLAND, 165 YARDS S OF A SMALL CREEK,
 UT0061'ON A SMALL POINT OF LAND ON WHICH THERE IS A GROWTH OF BUSHES
 UT0061'AND ONE CEDAR TREE, 15 YARDS N FROM THE CEDAR TREE, 10 YARDS
 UT0061'FROM HIGH-WATER MARK.  THE STATION, ORIGINALLY ESTABLISHED BY
 UT0061'THE U.S. ENGINEERS, IS MARKED BY A BLOCK OF CONCRETE, 4 FEET
 UT0061'SQUARE BY 3 FEET DEEP, IN WHICH THERE IS EMBEDDED A PIECE OF
 UT0061'TIMBER, 4 INCHES SQUARE WITH A NAIL IN THE TOP TO MARK THE
 UT0061'CENTER.  THERE ARE TWO REFERENCE MARKS, ONE OF WHICH IS A
 UT0061'STANDARD DISK REFERENCE MARK SET IN CONCRETE,
 UT0061'AND THE OTHER IS A CEDER POST, 4 INCHES SQUARE,
 UT0061'SUNK 8 FEET IN THE GROUND WITH THE TOP 18 INCHES ABOVE GROUND
 UT0061'AND SURROUNDED WITH CONCRETE TO PRESERVE IT, IT IS 15 YARDS
 UT0061'S AND 15 YARDS INSIDE HIGH WATER.  REFERENCE MARK NO.1 IS
 UT0061'14.765 METERS (48.44 FEET) FROM THE STATION
 UT0061'N 09 DEG 56 MIN E.  REFERENCE MARK NO.2 IS 16.747 METERS
 UT0061'(54.94 FEET) FROM THE STATION S 36 DEG 42 MIN W.
 UT0061'
 UT0061'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.5 METERS.
 UT0061
 UT0061                          STATION RECOVERY (1933)
 UT0061
 UT0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 UT0061'STATION RECOVERED.  STATION MARK AND THE TWO REFERENCE MARKS
 UT0061'WERE FOUND AND WERE IN GOOD CONDITION.  ON THE CAPE FEAR RIVER,
 UT0061'ABOUT 6 MILES UP FROM THE MOUTH, ON THE W SIDE OF THE CHANNEL,
 UT0061'2 MILES N OF PRICE CREEK, ON THE E SIDE OF SNOW MARSH ISLAND,
 UT0061'165 YARDS S OF A SMALL CREEK, ON A SMALL POINT OF LAND ON WHICH
 UT0061'THERE IS A GROWTH OF BUSHES AND ONE CEDAR TREE, 15 YARDS N FROM
 UT0061'THE CEDAR TREE AND 10 YARDS FROM HIGH-WATER MARK.
 UT0061
 UT0061                          STATION RECOVERY (1964)
 UT0061
 UT0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 UT0061'LOST.  THE AREA WAS SEARCHED BY TWO MEN FOR APPROXIMATELY 1
 UT0061'HOUR AND NOTHING WAS FOUND.  THE AREA HAS CHANGED CONSIDERABLY
 UT0061'BY WIND AND TIDAL ACTION AND THERE ARE NO LONGER ANY BRUSH
 UT0061'COVERED AREAS.
 UT0061
 UT0061                          STATION RECOVERY (1985)
 UT0061
 UT0061'RECOVERY NOTE BY US ENGINEERS 1985 (GRN)
 UT0061'ALL THREE MARKS RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE
 UT0061'WITH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2642 ***********************************************************************
 EA2642  DESIGNATION -  C S USE
 EA2642  PID         -  EA2642
 EA2642  STATE/COUNTY-  NC/BRUNSWICK
 EA2642  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2642
 EA2642                         *CURRENT SURVEY CONTROL
 EA2642  ___________________________________________________________________
 EA2642* NAD 83(2001)-  34 02 02.15982(N)    077 56 38.23164(W)     ADJUSTED  
 EA2642* NAVD 88     -              **(meters)            **(feet)            
 EA2642  ___________________________________________________________________
 EA2642  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 EA2642  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA2642  HORZ ORDER  -  THIRD
 EA2642
 EA2642.The horizontal coordinates were established by classical geodetic methods
 EA2642.and adjusted by the National Geodetic Survey in August 2005.
 EA2642
 EA2642
 EA2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2642
 EA2642.The geoid height was determined by GEOID03.
 EA2642
 EA2642;                    North         East     Units Scale Factor Converg.
 EA2642;SPC NC       -    32,017.584   707,132.620   MT  1.00009635   +0 36 34.3
 EA2642;SPC NC       -   105,044.36  2,319,984.27   sFT  1.00009635   +0 36 34.3
 EA2642;UTM  18      - 3,769,828.713   228,195.432   MT  1.00051081   -1 38 55.3
 EA2642;UTM  17      - 3,770,132.383   782,157.384   MT  1.00058153   +1 42 41.6
 EA2642
 EA2642                          SUPERSEDED SURVEY CONTROL
 EA2642
 EA2642  NAD 83(1986)-  34 02 02.17112(N)    077 56 38.24351(W) AD(       ) 4
 EA2642  NAD 27      -  34 02 01.55100(N)    077 56 39.28900(W) AD(       ) 3
 EA2642
 EA2642.Superseded values are not recommended for survey control.
 EA2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2642.See file dsdata.txt to determine how the superseded data were derived.
 EA2642
 EA2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2819569829(NAD 83)
 EA2642_MARKER: Z = SEE DESCRIPTION
 EA2642_SETTING: 0 = UNSPECIFIED SETTING
 EA2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2642
 EA2642  HISTORY     - Date     Condition        Report By
 EA2642  HISTORY     - 1917     MONUMENTED       USE
 EA2642  HISTORY     - 1964     SEE DESCRIPTION  CGS
 EA2642  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2642  HISTORY     - 20050826 MARK NOT FOUND   USPSQD
 EA2642
 EA2642                          STATION DESCRIPTION
 EA2642
 EA2642'DESCRIBED BY US ENGINEERS 1917 (WCH)
 EA2642'STATION IS ON THE W SHORE OF CAPE FEAR RIVER, ABOUT 1/2 MILE S
 EA2642'OF THE FORT ANDERSON LANDING AND JUST N OF THE WHARF OF THE
 EA2642'TAYLOR FISHERY COMPANY.  THE STATION IS MARKED BY A SQUARE
 EA2642'PLATFORM OF CONCRETE WITH A 4-INCH SQUARE HOLE AT THE CENTER.
 EA2642
 EA2642                          STATION RECOVERY (1964)
 EA2642
 EA2642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2642'LOST.  THE AREA WAS SEARCHED AND NOTHING FOUND.  THE ORIGINAL
 EA2642'DESCRIPTION IS INADEQUATE AND DOES NOT APPLY TO PRESENT DAY
 EA2642'CONDITIONS.  TAYLOR FISHERIES ARE GONE.
 EA2642
 EA2642                          STATION RECOVERY (2004)
 EA2642
 EA2642'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2642'MARK NOT FOUND.
 EA2642
 EA2642                          STATION RECOVERY (2005)
 EA2642
 EA2642'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA2642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4374 ***********************************************************************
 EY4374  DESIGNATION -  C1 RE 3
 EY4374  PID         -  EY4374
 EY4374  STATE/COUNTY-  NC/BEAUFORT
 EY4374  USGS QUAD   -  HOKE (1978)
 EY4374
 EY4374                         *CURRENT SURVEY CONTROL
 EY4374  ___________________________________________________________________
 EY4374* NAD 83(2001)-  35 42 08.72858(N)    076 45 55.84120(W)     ADJUSTED  
 EY4374* NAVD 88     -        12.9    (meters)      42.     (feet)  H LEVEL   
 EY4374  ___________________________________________________________________
 EY4374  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 EY4374  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 EY4374  HORZ ORDER  -  SECOND
 EY4374
 EY4374.The horizontal coordinates were established by classical geodetic methods
 EY4374.and adjusted by the National Geodetic Survey in August 2005.
 EY4374
 EY4374.The orthometric height was determined by differential leveling
 EY4374.between control points not connected to bench marks.
 EY4374
 EY4374.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4374
 EY4374.The geoid height was determined by GEOID03.
 EY4374
 EY4374;                    North         East     Units Scale Factor Converg.
 EY4374;SPC NC       -   218,860.861   811,788.512   MT  0.99990344   +1 17 22.8
 EY4374;SPC NC       -   718,046.01  2,663,342.81   sFT  0.99990344   +1 17 22.8
 EY4374;UTM  18      - 3,952,380.189   340,274.879   MT  0.99991438   -1 01 49.9
 EY4374
 EY4374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4374!SPC NC       -   1.00000375  x   0.99990344  =   0.99990719
 EY4374!UTM  18      -   1.00000375  x   0.99991438  =   0.99991813
 EY4374
 EY4374                          SUPERSEDED SURVEY CONTROL
 EY4374
 EY4374  NAD 83(1986)-  35 42 08.74164(N)    076 45 55.85342(W) AD(       ) 2
 EY4374  NAD 27      -  35 42 08.15300(N)    076 45 57.01700(W) AD(       ) 3
 EY4374
 EY4374.Superseded values are not recommended for survey control.
 EY4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4374.See file dsdata.txt to determine how the superseded data were derived.
 EY4374
 EY4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4027552380(NAD 83)
 EY4374_MARKER: DS = TRIANGULATION STATION DISK
 EY4374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4374_STAMPING: C1 RE 3 1951
 EY4374_MARK LOGO: NCGS  
 EY4374_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4374+STABILITY: SURFACE MOTION
 EY4374
 EY4374  HISTORY     - Date     Condition        Report By
 EY4374  HISTORY     - 1951     MONUMENTED       CGS
 EY4374  HISTORY     - 19830101 GOOD             NCGS
 EY4374
 EY4374                          STATION DESCRIPTION
 EY4374
 EY4374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY4374'STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF PLYMOUTH, N.C. ALONG
 EY4374'N.C. HIGHWAY 32.  IT IS ABOUT 900.0 FEET SOUTH OF A BOUNDARY
 EY4374'MARKER ON THE WASHINGTON-BEAUFORT COUNTY LINE, 32.0 FEET WEST OF
 EY4374'CENTERLINE OF N.C. HIGHWAY 32, AND 111.0 FEET NORTH OF CENTERLINE
 EY4374'OF A PRIVATE DRIVE.  MARK IS A STANDARD TRIANGULATION DISK,
 EY4374'STAMPED C1-RE-3, 1951, SET IN TOP OF A 10 IN SQUARE CONCRETE
 EY4374'MONUMENT, PROJECTING 2 IN ABOVE THE GROUND.
 EY4374
 EY4374                          STATION RECOVERY (1983)
 EY4374
 EY4374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY4374'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EY4374'STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) NORTHEAST OF PINETOWN AND
 EY4374'31.5 KM (19.55 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 11.3
 EY4374'KM (7.00 MI) SOUTH FROM NC 45 AND NC 99, OR ABOUT 900 FT (274.3 M)
 EY4374'SOUTH FROM THE COUNTY LINE, ON THE RIGHT, IN THE EDGE OF A LAWN. MARK
 EY4374'IS FLUSH WITH GROUND.  LOCATED 9.8 M (32.2 FT) NORTHWEST OF THE
 EY4374'CNETERINE OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTHWEST OF A 10-INCH PINE,
 EY4374'11.7 M (38.4 FT) NORTHEAST OF AN 8-INCH PINE, AND 4.7 M (15.4 FT) EAST
 EY4374'OF AN 8-INCH CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4375 ***********************************************************************
 EY4375  DESIGNATION -  C1 RE 3A
 EY4375  PID         -  EY4375
 EY4375  STATE/COUNTY-  NC/BEAUFORT
 EY4375  USGS QUAD   -  HOKE (1978)
 EY4375
 EY4375                         *CURRENT SURVEY CONTROL
 EY4375  ___________________________________________________________________
 EY4375* NAD 83(2001)-  35 41 47.53164(N)    076 46 08.15133(W)     ADJUSTED  
 EY4375* NAVD 88     -        11.9    (meters)      39.     (feet)  VERT ANG  
 EY4375  ___________________________________________________________________
 EY4375  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 EY4375  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 EY4375  HORZ ORDER  -  SECOND
 EY4375
 EY4375.The horizontal coordinates were established by classical geodetic methods
 EY4375.and adjusted by the National Geodetic Survey in August 2005.
 EY4375
 EY4375.The orthometric height was determined by vertical angle observations.
 EY4375
 EY4375.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4375
 EY4375.The geoid height was determined by GEOID03.
 EY4375
 EY4375;                    North         East     Units Scale Factor Converg.
 EY4375;SPC NC       -   218,200.832   811,493.833   MT  0.99990264   +1 17 15.7
 EY4375;SPC NC       -   715,880.56  2,662,376.02   sFT  0.99990264   +1 17 15.7
 EY4375;UTM  18      - 3,951,732.623   339,953.717   MT  0.99991565   -1 01 56.6
 EY4375
 EY4375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4375!SPC NC       -   1.00000391  x   0.99990264  =   0.99990655
 EY4375!UTM  18      -   1.00000391  x   0.99991565  =   0.99991956
 EY4375
 EY4375                          SUPERSEDED SURVEY CONTROL
 EY4375
 EY4375  NAD 83(1986)-  35 41 47.54445(N)    076 46 08.16285(W) AD(       ) 2
 EY4375  NAD 27      -  35 41 46.95800(N)    076 46 09.33100(W) AD(       ) 3
 EY4375
 EY4375.Superseded values are not recommended for survey control.
 EY4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4375.See file dsdata.txt to determine how the superseded data were derived.
 EY4375
 EY4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3995451733(NAD 83)
 EY4375_MARKER: DE = TRAVERSE STATION DISK
 EY4375_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EY4375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4375_STAMPING: C1 RE 3A 1951
 EY4375_MARK LOGO: CGS   
 EY4375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY4375
 EY4375  HISTORY     - Date     Condition        Report By
 EY4375  HISTORY     - 1951     MONUMENTED       CGS
 EY4375  HISTORY     - 1967     GOOD             USE
 EY4375  HISTORY     - 19820425 GOOD             NCGS
 EY4375
 EY4375                          STATION DESCRIPTION
 EY4375
 EY4375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY4375'STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF PLYMOUTH, N.C. ALONG
 EY4375'N.C. HIGHWAY 32.  IT IS 32.0 FEET WEST OF CENTERLINE OF
 EY4375'N.C. HIGHWAY 32, 23.0 FEET NORTH OF CENTERLINE OF PRIVATE DRIVE,
 EY4375'AND 35.0 FEET EAST OF AN REA CO-OP POWER POLE NO. 14-45-1.  MARK
 EY4375'IS A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-3A, SET IN TOP OF
 EY4375'A 10 IN SQUARE CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.
 EY4375
 EY4375                          STATION RECOVERY (1967)
 EY4375
 EY4375'RECOVERY NOTE BY US ENGINEERS 1967
 EY4375'THE STATION IS THE CENTER OF A STANDARD USC AND GS REFERENCE DISK
 EY4375'STAMPED C1-RE-3A SET IN TOP OF A 10 IN SQUARE CONCRETE MONUMENT
 EY4375'SET FLUSH WITH THE GROUND.
 EY4375'
 EY4375'THE STATION IS LOCATED 23 FT N-NE OF PRIVATE DRIVE, 32 FT W-NW
 EY4375'OF THE CENTERLINE OF N.C. HIGHWAY 32, AND 35 FT SE OF A
 EY4375'R.E.A. CO-OP POWER POLE 14-45-1.
 EY4375'
 EY4375'TO REACH STATION PROCEED APPROXIMATELY 12.5 MILES S OF PLYMOUTH
 EY4375'ALONG N.C. HIGHWAY 32 TO STATION SITE.
 EY4375
 EY4375                          STATION RECOVERY (1982)
 EY4375
 EY4375'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY4375'STATION IS LOCATED 8.0 MI (12.9 KM) NORTHEAST OF PINETOWN AND 19.3 MI
 EY4375'(31.1 KM) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 7.5 MI (12.1
 EY4375'KM) SOUTH FROM NC 45 AND NC 99, ABOUT 0.6 MI (1.0 KM) SOUTH OF THE
 EY4375'COUNTY LINE, IN THE YARD OF A 2-STORY DWELLING. MARK IS RECESSED 2
 EY4375'INCHES BELOW GROUND.  LOCATED 13.6 FT (4.1 M) NORTH OF THE NORTHWEST
 EY4375'END OF A DRIVEWAY CULVERT ON THE WEST SIDE OF NC 32.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4377 ***********************************************************************
 EY4377  DESIGNATION -  C1 RE 4A
 EY4377  PID         -  EY4377
 EY4377  STATE/COUNTY-  NC/BEAUFORT
 EY4377  USGS QUAD   -  HOKE (1978)
 EY4377
 EY4377                         *CURRENT SURVEY CONTROL
 EY4377  ___________________________________________________________________
 EY4377* NAD 83(2001)-  35 38 52.30113(N)    076 47 58.21124(W)     ADJUSTED  
 EY4377* NAVD 88     -        11.2    (meters)      37.     (feet)  VERT ANG  
 EY4377  ___________________________________________________________________
 EY4377  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 EY4377  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 EY4377  HORZ ORDER  -  SECOND
 EY4377
 EY4377.The horizontal coordinates were established by classical geodetic methods
 EY4377.and adjusted by the National Geodetic Survey in August 2005.
 EY4377
 EY4377.The orthometric height was determined by vertical angle observations.
 EY4377
 EY4377.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4377
 EY4377.The geoid height was determined by GEOID03.
 EY4377
 EY4377;                    North         East     Units Scale Factor Converg.
 EY4377;SPC NC       -   212,740.301   808,847.461   MT  0.99989642   +1 16 12.2
 EY4377;SPC NC       -   697,965.47  2,653,693.71   sFT  0.99989642   +1 16 12.2
 EY4377;UTM  18      - 3,946,383.556   337,088.446   MT  0.99992706   -1 02 56.3
 EY4377
 EY4377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4377!SPC NC       -   1.00000403  x   0.99989642  =   0.99990045
 EY4377!UTM  18      -   1.00000403  x   0.99992706  =   0.99993109
 EY4377
 EY4377                          SUPERSEDED SURVEY CONTROL
 EY4377
 EY4377  NAD 83(1986)-  35 38 52.31277(N)    076 47 58.22132(W) AD(       ) 2
 EY4377  NAD 27      -  35 38 51.72200(N)    076 47 59.40400(W) AD(       ) 3
 EY4377
 EY4377.Superseded values are not recommended for survey control.
 EY4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4377.See file dsdata.txt to determine how the superseded data were derived.
 EY4377
 EY4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3708846384(NAD 83)
 EY4377_MARKER: DE = TRAVERSE STATION DISK
 EY4377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4377_STAMPING: C1 RE 4A 1951
 EY4377_MARK LOGO: CGS   
 EY4377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4377+STABILITY: SURFACE MOTION
 EY4377
 EY4377  HISTORY     - Date     Condition        Report By
 EY4377  HISTORY     - 1951     MONUMENTED       CGS
 EY4377  HISTORY     - 19830101 GOOD             NCGS
 EY4377
 EY4377                          STATION DESCRIPTION
 EY4377
 EY4377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY4377'STATION IS LOCATED ABOUT 16.3 MILES SOUTH OF PLYMOUTH, N.C. ALONG
 EY4377'N.C. HIGHWAY 32.  IT IS 0.5 MILE SOUTH OF INTERSECTION OF
 EY4377'N.C. HIGHWAY 32 AND DIRT ROAD EAST, 34.0 FEET WEST OF CENTER-LINE
 EY4377'OF HIGHWAY, 26.0 FEET EAST OF NORTHEAST CORNER OF A BARN, 74.0
 EY4377'FEET SOUTHEAST OF SOUTHEAST CORNER OF NORTHERNMOST BARN.  MARK IS
 EY4377'A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-4A, 1951, SET IN
 EY4377'TOP OF A 10 IN SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 EY4377
 EY4377                          STATION RECOVERY (1983)
 EY4377
 EY4377'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY4377'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. STATION IS
 EY4377'LOCATED ABOUT 7.1 KM (4.40 MI) NORTHEAST OF PINETOWN AND 25.8 KM
 EY4377'(16.05 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 20.4 KM
 EY4377'(12.65 MI) NORTH FROM US 264, OR 7.2 KM (4.45 MI) SOUTH FROM THE
 EY4377'COUNTY LINE, ON THE LEFT SIDE OF THE HIGHWAY BETWEEN TWO OLD BARNS.
 EY4377'MARK IS FLUSH WITH GROUND.  LOCATED 10.8 M (35.4 FT) NORTHWEST OF THE
 EY4377'CENTERLINE OF THE HIGHWAY, 7.7 M (25.3 FT) EAST OF THE NORTHEAST
 EY4377'CORNER OF A BARN, 22.3 M (73.2 FT) SOUTH OF THE SOUTHEAST CORNER OF
 EY4377'NORTHERNMOST BARN--AND 38.0 M (124.7 FT) SOUTHWEST OF A TELEPHONE POLE
 EY4377'WITH A PEDESTAL, 42.2 M (138.5 FT) NORTHWEST OF A POWER POLE--BOTH
 EY4377'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4378 ***********************************************************************
 EY4378  DESIGNATION -  C1 RE 5
 EY4378  PID         -  EY4378
 EY4378  STATE/COUNTY-  NC/BEAUFORT
 EY4378  USGS QUAD   -  PINETOWN (1974)
 EY4378
 EY4378                         *CURRENT SURVEY CONTROL
 EY4378  ___________________________________________________________________
 EY4378* NAD 83(2001)-  35 35 41.12420(N)    076 49 26.68484(W)     ADJUSTED  
 EY4378* NAVD 88     -         9.3    (meters)      31.     (feet)  H LEVEL   
 EY4378  ___________________________________________________________________
 EY4378  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 EY4378  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 EY4378  HORZ ORDER  -  SECOND
 EY4378
 EY4378.The horizontal coordinates were established by classical geodetic methods
 EY4378.and adjusted by the National Geodetic Survey in August 2005.
 EY4378
 EY4378.The orthometric height was determined by differential leveling
 EY4378.between control points not connected to bench marks.
 EY4378
 EY4378.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4378
 EY4378.The geoid height was determined by GEOID03.
 EY4378
 EY4378;                    North         East     Units Scale Factor Converg.
 EY4378;SPC NC       -   206,801.220   806,751.686   MT  0.99989045   +1 15 21.2
 EY4378;SPC NC       -   678,480.34  2,646,817.82   sFT  0.99989045   +1 15 21.2
 EY4378;UTM  18      - 3,940,533.893   334,754.042   MT  0.99993650   -1 03 43.0
 EY4378
 EY4378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4378!SPC NC       -   1.00000432  x   0.99989045  =   0.99989477
 EY4378!UTM  18      -   1.00000432  x   0.99993650  =   0.99994082
 EY4378
 EY4378                          SUPERSEDED SURVEY CONTROL
 EY4378
 EY4378  NAD 83(1986)-  35 35 41.13597(N)    076 49 26.69563(W) AD(       ) 2
 EY4378  NAD 27      -  35 35 40.54600(N)    076 49 27.89200(W) AD(       ) 3
 EY4378
 EY4378.Superseded values are not recommended for survey control.
 EY4378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4378.See file dsdata.txt to determine how the superseded data were derived.
 EY4378
 EY4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3475440534(NAD 83)
 EY4378_MARKER: DE = TRAVERSE STATION DISK
 EY4378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4378_STAMPING: C1 RE 5 1951
 EY4378_MARK LOGO: NCGS  
 EY4378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY4378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4378+STABILITY: SURFACE MOTION
 EY4378
 EY4378  HISTORY     - Date     Condition        Report By
 EY4378  HISTORY     - 1951     MONUMENTED       CGS
 EY4378  HISTORY     - 19830101 GOOD             NCGS
 EY4378
 EY4378                          STATION DESCRIPTION
 EY4378
 EY4378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY4378'STATION IS LOCATED ABOUT 20.5 MILES SOUTH OF PLYMOUTH, N.C. ALONG
 EY4378'N.C. HIGHWAY 32, AT ACRE STATION, N.C.  IT IS ABOUT 300.0 FEET
 EY4378'SOUTH OF A RAILROAD CROSSING, 63.0 FEET EAST OF CENTER-LINE OF
 EY4378'HIGHWAY, 55.0 FEET EAST OF A RAILROAD CROSSING CAUTION SIGN, AND
 EY4378'3.0 FEET SOUTH OF A CORNER FENCE POST.  MARK IS A STANDARD DISK,
 EY4378'STAMPED C1-RE-5, 1951, SET IN TOP OF A 10 IN SQUARE CONCRETE
 EY4378'MONUMENT, PROJECTING 3 IN ABOVE THE GROUND.
 EY4378
 EY4378                          STATION RECOVERY (1983)
 EY4378
 EY4378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY4378'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EY4378'STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) EAST-SOUTHEAST OF PINETOWN
 EY4378'AND 21.7 KM (13.50 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR
 EY4378'14.0 KM (8.70 MI) NORTH FROM US 264, IN THE VICINITY OF ACRE STATION
 EY4378'AT THE EDGE OF A SMALL PATCH OF WOODS, NEAR THE HOME OF O.K. MIDYETTE.
 EY4378'MARK IS FLUSH WITH GROUND.  LOCATED 19.2 M (63.0 FT) SOUTHEAST OF THE
 EY4378'CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) NORTHWEST OF AN 8-INCH
 EY4378'ROUND CONCRETE MARKER STAMPED--NC 669--,--AND 1.4 M (4.6 FT) NORTHEAST
 EY4378'OF A 24-INCH GUM, 9.8 M (32.2 FT) NORTHWEST OF A 24-INCH PINE--BOTH
 EY4378'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4379 ***********************************************************************
 EY4379  DESIGNATION -  C1 RE 5A
 EY4379  PID         -  EY4379
 EY4379  STATE/COUNTY-  NC/BEAUFORT
 EY4379  USGS QUAD   -  PINETOWN (1974)
 EY4379
 EY4379                         *CURRENT SURVEY CONTROL
 EY4379  ___________________________________________________________________
 EY4379* NAD 83(2001)-  35 35 20.00240(N)    076 49 49.39294(W)     ADJUSTED  
 EY4379* NAVD 88     -         8.7    (meters)      29.     (feet)  VERT ANG  
 EY4379  ___________________________________________________________________
 EY4379  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 EY4379  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 EY4379  HORZ ORDER  -  SECOND
 EY4379
 EY4379.The horizontal coordinates were established by classical geodetic methods
 EY4379.and adjusted by the National Geodetic Survey in August 2005.
 EY4379
 EY4379.The orthometric height was determined by vertical angle observations.
 EY4379
 EY4379.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4379
 EY4379.The geoid height was determined by GEOID03.
 EY4379
 EY4379;                    North         East     Units Scale Factor Converg.
 EY4379;SPC NC       -   206,137.967   806,194.479   MT  0.99988985   +1 15 08.1
 EY4379;SPC NC       -   676,304.31  2,644,989.72   sFT  0.99988985   +1 15 08.1
 EY4379;UTM  18      - 3,939,893.687   334,170.440   MT  0.99993888   -1 03 55.7
 EY4379
 EY4379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4379!SPC NC       -   1.00000442  x   0.99988985  =   0.99989427
 EY4379!UTM  18      -   1.00000442  x   0.99993888  =   0.99994330
 EY4379
 EY4379                          SUPERSEDED SURVEY CONTROL
 EY4379
 EY4379  NAD 83(1986)-  35 35 20.01418(N)    076 49 49.40370(W) AD(       ) 2
 EY4379  NAD 27      -  35 35 19.42500(N)    076 49 50.60000(W) AD(       ) 3
 EY4379
 EY4379.Superseded values are not recommended for survey control.
 EY4379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4379.See file dsdata.txt to determine how the superseded data were derived.
 EY4379
 EY4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3417039894(NAD 83)
 EY4379_MARKER: DR = REFERENCE MARK DISK
 EY4379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EY4379_STAMPING: C1 RE 5A 1951
 EY4379_MARK LOGO: NCGS  
 EY4379_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4379+STABILITY: SURFACE MOTION
 EY4379
 EY4379  HISTORY     - Date     Condition        Report By
 EY4379  HISTORY     - 1951     MONUMENTED       CGS
 EY4379  HISTORY     - 19830101 GOOD             NCGS
 EY4379
 EY4379                          STATION DESCRIPTION
 EY4379
 EY4379'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY4379'STATION IS LOCATED ABOUT 21.1 MILES SOUTH OF PLYMOUTH ALONG
 EY4379'N.C. HIGHWAY 32, AND 0.6 MILE SOUTH OF RAILROAD CROSSING AT
 EY4379'ACRE STATION.  IT IS 40.0 FEET EAST OF CENTER-LINE OF HIGHWAY,
 EY4379'30.0 FEET NORTH OF A 12 IN PINE TREE, 4.0 FEET WEST OF A 14 IN
 EY4379'PINE TREE, AND 125.0 FEET NORTH OF NORTHWEST CORNER OF A RED
 EY4379'BRICK BUILDING.
 EY4379'
 EY4379'MARK IS A STANDARD REFERENCE MK. DISK, STAMPED C1-RE-5A, 1951,
 EY4379'SET IN TOP OF A 10 IN SQUARE CONCRETE MONUMENT, 2 IN BELOW THE
 EY4379'SURFACE OF THE GROUND.
 EY4379
 EY4379                          STATION RECOVERY (1983)
 EY4379
 EY4379'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 EY4379'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EY4379'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF PINETOWN AND
 EY4379'21.1 KM (13.10 MI) EAST-NORTHEAST OF WASHINGTON. ALONG NC 32 FOR 13.1
 EY4379'KM (8.15 MI) NORTH FROM US 264, OR 1.0 KM (0.60 MI) SOUTH FROM THE
 EY4379'ACRE STATION RAILROAD CROSSING, AT A SMALL COMMUNITY STORE, IN THE
 EY4379'RIGHT SHOULDER OF THE HIGHWAY. MARK IS RECESSED 8 INCHES BELOW GROUND.
 EY4379'LOCATED 12.0 M (39.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EY4379'1.0 M (3.3 FT) NORTHWEST OF A 24-INCH PINE, 8.9 M (29.2 FT) NORTHEAST
 EY4379'OF A 24-INCH PINE, 20.1 M (65.9 FT) SOUTH OF THE WEST END OF A
 EY4379'DRIVEWAY CULVERT ON THE NORTH SIDE OF THE HIGHWAY, 41.3 M (135.5 FT)
 EY4379'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG, AND
 EY4379'36.0 M (118.1 FT) NORTHEAST OF A 1-STORY BRICK STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8064 ***********************************************************************
 DF8064  DESIGNATION -  CAB 1
 DF8064  PID         -  DF8064
 DF8064  STATE/COUNTY-  NC/CABARRUS
 DF8064  USGS QUAD   -  CONCORD (1987)
 DF8064
 DF8064                         *CURRENT SURVEY CONTROL
 DF8064  ___________________________________________________________________
 DF8064* NAD 83(1986)-  35 24 08.     (N)    080 35 30.     (W)     SCALED    
 DF8064* NAVD 88     -       191.525  (meters)     628.36   (feet)  ADJUSTED  
 DF8064  ___________________________________________________________________
 DF8064  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 DF8064  DYNAMIC HT  -         191.354 (meters)     627.80  (feet)  COMP
 DF8064  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 DF8064
 DF8064  VERT ORDER  -  SECOND    CLASS II
 DF8064
 DF8064.The horizontal coordinates were scaled from a topographic map and have
 DF8064.an estimated accuracy of +/- 6 seconds.
 DF8064
 DF8064.The orthometric height was determined by differential leveling
 DF8064.and adjusted in January 2005.
 DF8064
 DF8064.The geoid height was determined by GEOID03.
 DF8064
 DF8064.The dynamic height is computed by dividing the NAVD 88
 DF8064.geopotential number by the normal gravity value computed on the
 DF8064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8064.degrees latitude (g = 980.6199 gals.).
 DF8064
 DF8064.The modeled gravity was interpolated from observed gravity values.
 DF8064
 DF8064;                    North         East    Units  Estimated Accuracy
 DF8064;SPC NC       -   184,440.      465,040.      MT  (+/- 180 meters Scaled)
 DF8064
 DF8064                          SUPERSEDED SURVEY CONTROL
 DF8064
 DF8064.No superseded survey control is available for this station.
 DF8064
 DF8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV370177(NAD 83)
 DF8064_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8064_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8064_SP_SET: SIDEWALK
 DF8064_STAMPING: CAB 1 2000
 DF8064_MARK LOGO: NCGS  
 DF8064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8064+STABILITY: SURFACE MOTION
 DF8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8064+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2000
 DF8064
 DF8064  HISTORY     - Date     Condition        Report By
 DF8064  HISTORY     - 2000     MONUMENTED       NCGS
 DF8064  HISTORY     - 20001202 GOOD             NCGS
 DF8064
 DF8064                          STATION DESCRIPTION
 DF8064
 DF8064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8064'STATION IS LOCATED IN CONCORD.
 DF8064'PROCEED ALONG US 601 BYPASS FOR 0.25 MI (0.40 KM) SOUTH FROM US 29,
 DF8064'THENCE EAST FOR 1.0 MI (1.6 KM) ALONG CABARRUS AVENUE, AT THE WEST END
 DF8064'OF THE SIDEWALK, ON THE SOUTH SIDE OF THE RAILROAD UNDERPASS.
 DF8064'MARK IS ABOUT LEVEL WITH CABARRUS AVENUE. LOCATED 22.0 FT (6.7 M)
 DF8064'SOUTH-SOUTHEAST OF THE CENTERLINE OF CABARRUS AVENUE, 4.3 FT (1.3 M)
 DF8064'NORTHEAST OF THE WEST END OF THE CONCRETE BRIDGE RAIL--AND 61.0 FT
 DF8064'(18.6 M) SOUTHEAST OF A POWER POLE--WITH A REFERENCE TAG.
 DF8064'--NOTE--A HORIZONTAL DISK WAS SET BY MISTAKE. THE STATION IS A
 DF8064'VERTICAL CONTROL MARK ONLY AND DOES NOT HAVE A HORIZONT POSITION AT
 DF8064'THIS TIME.
 DF8064
 DF8064                          STATION RECOVERY (2000)
 DF8064
 DF8064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 DF8064'STATION IS LOCATED IN CONCORD. PROCEED ALONG US 601 BYPASS FOR 0.25 MI
 DF8064'(0.40 KM) SOUTH FROM US 29, THENCE EAST FOR 1.0 MI (1.6 KM) ALONG
 DF8064'CABARRUS AVENUE, AT THE WEST END OF THE SIDEWALK, ON THE SOUTH SIDE OF
 DF8064'THE RAILROAD UNDERPASS. MARK IS ABOUT LEVEL WITH CABARRUS AVENUE.
 DF8064'LOCATED 22.0 FT (6.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF CABARRUS
 DF8064'AVENUE, 4.3 FT (1.3 M) NORTHEAST OF THE WEST END OF THE CONCRETE
 DF8064'BRIDGE RAIL--AND 61.0 FT (18.6 M) SOUTHEAST OF A POWER POLE--WITH A
 DF8064'REFERENCE TAG. --NOTE--A HORIZONTAL DISK WAS SET BY MISTAKE. THE
 DF8064'STATION IS A VERTICAL CONTROL MARK ONLY AND DOES NOT HAVE A HORIZONT
 DF8064'POSITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7935 ***********************************************************************
 DG7935  DESIGNATION -  CAB 2
 DG7935  PID         -  DG7935
 DG7935  STATE/COUNTY-  NC/CABARRUS
 DG7935  USGS QUAD   -  KANNAPOLIS (1993)
 DG7935
 DG7935                         *CURRENT SURVEY CONTROL
 DG7935  ___________________________________________________________________
 DG7935* NAD 83(1986)-  35 23 00.     (N)    080 43 16.     (W)     SCALED    
 DG7935* NAVD 88     -       182.775  (meters)     599.65   (feet)  ADJUSTED  
 DG7935  ___________________________________________________________________
 DG7935  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DG7935  DYNAMIC HT  -         182.609 (meters)     599.11  (feet)  COMP
 DG7935  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 DG7935
 DG7935  VERT ORDER  -  SECOND    CLASS II
 DG7935
 DG7935.The horizontal coordinates were scaled from a topographic map and have
 DG7935.an estimated accuracy of +/- 6 seconds.
 DG7935
 DG7935.The orthometric height was determined by differential leveling
 DG7935.and adjusted in March 2006.
 DG7935.No vertical observational check was made to the station.
 DG7935
 DG7935.The geoid height was determined by GEOID03.
 DG7935
 DG7935.The dynamic height is computed by dividing the NAVD 88
 DG7935.geopotential number by the normal gravity value computed on the
 DG7935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7935.degrees latitude (g = 980.6199 gals.).
 DG7935
 DG7935.The modeled gravity was interpolated from observed gravity values.
 DG7935
 DG7935;                    North         East    Units  Estimated Accuracy
 DG7935;SPC NC       -   182,540.      453,250.      MT  (+/- 180 meters Scaled)
 DG7935
 DG7935                          SUPERSEDED SURVEY CONTROL
 DG7935
 DG7935.No superseded survey control is available for this station.
 DG7935
 DG7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV253155(NAD 83)
 DG7935_MARKER: DB = BENCH MARK DISK
 DG7935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7935_SP_SET: BRIDGE ABUTMENT
 DG7935_STAMPING: CAB 2 2002
 DG7935_MARK LOGO: NCGS  
 DG7935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7935+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2004
 DG7935
 DG7935  HISTORY     - Date     Condition        Report By
 DG7935  HISTORY     - 2002     MONUMENTED       NCGS
 DG7935  HISTORY     - 20040830 GOOD             NCGS
 DG7935
 DG7935                          STATION DESCRIPTION
 DG7935
 DG7935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2002 (JGG)
 DG7935'STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF CONCORD. PROCEED
 DG7935'ALONG POPLAR TENT ROAD FOR 0.9 MI (1.4 KM) WEST FROM I-85 (EXIT 52),
 DG7935'THENCE SOUTH FOR 1.6 MI (2.6 KM) ALONG DERITA ROAD, ON THE SOUTH SIDE
 DG7935'OF THE ROAD, AT THE BRIDGE OVER THE WEST BRANCH OF ROCKY RIVER. MARK
 DG7935'IS ABOUT 2-FEET LOWER THAN DERITA ROAD. LOCATED 13.0 FT (4.0 M)
 DG7935'SOUTH-SOUTHEAST OF THE CENTERLINE OF DERITA ROAD, 7.3 FT (2.2 M)
 DG7935'WEST-SOUTHWEST OF THE EAST END OF THE CONCRETE GUARD RAIL ON THE SOUTH
 DG7935'SIDE OF THE BRIDGE--AND 23.6 FT (7.2 M) NORTHWEST OF A POWER POLE WITH
 DG7935'A REFERENCE TAG.
 DG7935
 DG7935                          STATION RECOVERY (2004)
 DG7935
 DG7935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 DG7935'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2273 ***********************************************************************
 FA2273  DESIGNATION -  CABARRUS
 FA2273  PID         -  FA2273
 FA2273  STATE/COUNTY-  NC/CABARRUS
 FA2273  USGS QUAD   -  CONCORD SE (1987)
 FA2273
 FA2273                         *CURRENT SURVEY CONTROL
 FA2273  ___________________________________________________________________
 FA2273* NAD 83(2001)-  35 18 11.57110(N)    080 30 50.89194(W)     ADJUSTED  
 FA2273* NAVD 88     -       200.49   (+/-2cm)     657.8    (feet)  VERTCON   
 FA2273  ___________________________________________________________________
 FA2273  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FA2273  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA2273  HORZ ORDER  -  SECOND
 FA2273  VERT ORDER  -  THIRD ? (See Below)
 FA2273
 FA2273.The horizontal coordinates were established by classical geodetic methods
 FA2273.and adjusted by the National Geodetic Survey in August 2005.
 FA2273
 FA2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2273.The vertical order pertains to the NGVD 29 superseded value.
 FA2273
 FA2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2273
 FA2273.The geoid height was determined by GEOID03.
 FA2273
 FA2273;                    North         East     Units Scale Factor Converg.
 FA2273;SPC NC       -   173,348.118   471,913.110   MT  0.99987299   -0 52 26.1
 FA2273;SPC NC       -   568,726.28  1,548,268.26   sFT  0.99987299   -0 52 26.1
 FA2273;UTM  17      - 3,906,777.444   544,171.841   MT  0.99962404   +0 16 50.8
 FA2273
 FA2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2273!SPC NC       -   0.99997329  x   0.99987299  =   0.99984628
 FA2273!UTM  17      -   0.99997329  x   0.99962404  =   0.99959734
 FA2273
 FA2273|---------------------------------------------------------------------|
 FA2273| PID    Reference Object                     Distance      Geod. Az  |
 FA2273|                                                           dddmmss.s |
 FA2273| FA3747 CABARRUS 2 RM 3                      13.892 METERS 04047     |
 FA2273| FA2274 CABARRUS 2                            7.450 METERS 09458     |
 FA2273| FA3748 CABARRUS 2 RM 4                      18.363 METERS 16417     |
 FA2273| FA3745 CABARRUS RM 1                        28.660 METERS 18536     |
 FA2273| FA3911 TT 91 FI                                           1860916.2 |
 FA2273| FA3746 CABARRUS RM 2                        28.537 METERS 27851     |
 FA2273|---------------------------------------------------------------------|
 FA2273
 FA2273                          SUPERSEDED SURVEY CONTROL
 FA2273
 FA2273  NAD 83(1986)-  35 18 11.58556(N)    080 30 50.89894(W) AD(       ) 2
 FA2273  NAD 27      -  35 18 11.07700(N)    080 30 51.66000(W) AD(       ) 2
 FA2273  NGVD 29 (07/19/86)  200.75   (m)          658.6    (f) LEVELING    3  
 FA2273
 FA2273.Superseded values are not recommended for survey control.
 FA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2273.See file dsdata.txt to determine how the superseded data were derived.
 FA2273
 FA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4417206777(NAD 83)
 FA2273_MARKER: DS = TRIANGULATION STATION DISK
 FA2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2273
 FA2273  HISTORY     - Date     Condition        Report By
 FA2273  HISTORY     - 1948     MONUMENTED       CGS
 FA2273  HISTORY     - 1965     GOOD             CGS
 FA2273  HISTORY     - 1966     GOOD             CGS
 FA2273  HISTORY     - 1978     MARK NOT FOUND   USGS
 FA2273
 FA2273                          STATION DESCRIPTION
 FA2273
 FA2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2273'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF CONCORD ON THE
 FA2273'EAST SIDE OF STATE HIGHWAY 151 AND 1.8 MILES SOUTH OF ROCKY
 FA2273'RIVER BRIDGE.  IT IS 39 FEET EAST OF THE CENTER OF THE
 FA2273'HIGHWAY, 17 FEET SOUTH OF A TRIANGULAR BLAZE ON AN 8 INCH
 FA2273'PINE TREE AND 4.5 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 FA2273'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CABARRUS 1948.
 FA2273'
 FA2273'REFERENCE MARK NO. 1 IS 94.06 FEET SOUTH OF THE STATION.  IT
 FA2273'IT 37 FEET EAST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS
 FA2273'ABOUT 4 INCHES AND THE DISK IS STAMPED CABARRUS NO 1 1948.
 FA2273'
 FA2273'REFERENCE MARK NO. 2 IS 93.62 FEET WEST OF THE STATION.  IT
 FA2273'IS 54 FEET WEST OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS
 FA2273'ABOUT 4 INCHES AND THE DISK IS STAMPED CABARRUS NO 2 1948.
 FA2273'
 FA2273'TT 91 FI (USGS) BM WAS USED AS AN AZIMUTH MARK AND IS 0.2
 FA2273'MILES SOUTH OF THE STATION IN THE NORTHWEST ANGLE OF HIGHWAY
 FA2273'151 AND A DIRT ROAD WEST.  IT IS 43 FEET WEST OF THE CENTER OF
 FA2273'THE HIGHWAY, 47 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND
 FA2273'2.5 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS A
 FA2273'6 X 6 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES WITH A
 FA2273'STANDARD USGS BENCH MARK DISK STAMPED TT 91 FI 1947.
 FA2273'
 FA2273'TO REACH THE STATION FROM THE POST OFFICE IN CONCORD, GO
 FA2273'SOUTH OF STATE HIGHWAY NO. 151 FOR 7.55 MILES TO THE ROCKY
 FA2273'RIVER BRIDGE, CONTINUE SOUTH OF THE HIGHWAY FOR 1.75 MILES TO THE
 FA2273'STATION ON THE LEFT.  CONTINUE 0.2 MILE TO A T-ROAD RIGHT AND
 FA2273'USGS MARK AS DESCRIBED.
 FA2273'
 FA2273'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 FA2273
 FA2273                          STATION RECOVERY (1965)
 FA2273
 FA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2273'ALL MARKS EXCEPT RM 2, WHICH WAS FOUND BROKEN OFF, WERE
 FA2273'RECOVERED ESSENTIALLY AS DESCRIBED.  FORMER HIGHWAY 151 IS
 FA2273'NOW U.S. HIGHWAY 601.
 FA2273'
 FA2273'AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 601
 FA2273'AND A PAVED ROAD LEADING WEST.  IT IS STAMPED 625 TT 91 FI 1947
 FA2273'AND IT PROJECTS 6 INCHES.
 FA2273
 FA2273                          STATION RECOVERY (1966)
 FA2273
 FA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2273'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 FA2273'WAS LOST PROIR TO 1965, AND TT 91 FI (USGS) USED AS AN AZIMUTH
 FA2273'MARK, WAS RECENTLY DESTROYED FOR HIGHWAY CONSTRUCTION.
 FA2273'
 FA2273'AS THE STATION ALSO FALLS WITHIN THE PROPOSED CONSTRUCTION
 FA2273'LIMITS, CABARRUS 2 AND RMS 3 AND 4 WERE ESTABLISHED.  SEE
 FA2273'DESCRIPTION THEREOF.
 FA2273'
 FA2273'STATION MARK AND RM 1 WERE LEFT INTACT AT THIS TIME.
 FA2273
 FA2273                          STATION RECOVERY (1978)
 FA2273
 FA2273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JWM)
 FA2273'PROB. DEST. BY HWY. CONST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2326 ***********************************************************************
 FA2326  DESIGNATION -  CABARRUS
 FA2326  PID         -  FA2326
 FA2326  STATE/COUNTY-  NC/MECKLENBURG
 FA2326  USGS QUAD   -  MIDLAND (1993)
 FA2326
 FA2326                         *CURRENT SURVEY CONTROL
 FA2326  ___________________________________________________________________
 FA2326* NAD 83(2001)-  35 13 23.17382(N)    080 37 29.08447(W)     ADJUSTED  
 FA2326* NAVD 88     -       231.8    (meters)     760.     (feet)  VERTCON   
 FA2326  ___________________________________________________________________
 FA2326  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FA2326  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA2326  HORZ ORDER  -  SECOND
 FA2326
 FA2326.The horizontal coordinates were established by classical geodetic methods
 FA2326.and adjusted by the National Geodetic Survey in August 2005.
 FA2326
 FA2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2326
 FA2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2326
 FA2326.The geoid height was determined by GEOID03.
 FA2326
 FA2326;                    North         East     Units Scale Factor Converg.
 FA2326;SPC NC       -   164,621.582   461,710.296   MT  0.99987272   -0 56 15.9
 FA2326;SPC NC       -   540,095.97  1,514,794.53   sFT  0.99987272   -0 56 15.9
 FA2326;UTM  17      - 3,897,849.388   534,149.456   MT  0.99961437   +0 12 59.2
 FA2326
 FA2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2326!SPC NC       -   0.99996837  x   0.99987272  =   0.99984109
 FA2326!UTM  17      -   0.99996837  x   0.99961437  =   0.99958275
 FA2326
 FA2326:                Primary Azimuth Mark                     Grid Az
 FA2326:SPC NC       -  RODGERS                                  079 18 08.6
 FA2326:UTM  17      -  RODGERS                                  078 08 53.5
 FA2326
 FA2326|---------------------------------------------------------------------|
 FA2326| PID    Reference Object                     Distance      Geod. Az  |
 FA2326|                                                           dddmmss.s |
 FA2326| FA2325 RODGERS                             APPROX. 0.9 KM 0782152.7 |
 FA2326|---------------------------------------------------------------------|
 FA2326
 FA2326                          SUPERSEDED SURVEY CONTROL
 FA2326
 FA2326  NAD 83(1986)-  35 13 23.18817(N)    080 37 29.09277(W) AD(       ) 2
 FA2326  NAD 27      -  35 13 22.65807(N)    080 37 29.85331(W) AD(       ) 2
 FA2326  NGVD 29 (07/19/86)  232.0    (m)          761.     (f) VERT ANG    3  
 FA2326
 FA2326.Superseded values are not recommended for survey control.
 FA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2326.See file dsdata.txt to determine how the superseded data were derived.
 FA2326
 FA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3414997849(NAD 83)
 FA2326_MARKER: DE = TRAVERSE STATION DISK
 FA2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2326_STAMPING: CABARRUS 1971
 FA2326_MARK LOGO: NCGS  
 FA2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2326+STABILITY: SURFACE MOTION
 FA2326
 FA2326  HISTORY     - Date     Condition        Report By
 FA2326  HISTORY     - 1971     MONUMENTED       NCGS
 FA2326  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 FA2326  HISTORY     - 19910312 MARK NOT FOUND   USPSQD
 FA2326  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 FA2326
 FA2326                          STATION DESCRIPTION
 FA2326
 FA2326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 FA2326'CABARRUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2326'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2326'
 FA2326'CABARRUS IS LOCATED APPROXIMATELY 12.3 MILES EAST OF CHARLOTTE.  TO
 FA2326'REACH STATION PROCEED FROM THE INTERSECTION OF NC 27, NC 24 AND NC
 FA2326'51, GO EAST ON NC 27 AND NC 24 FOR 0.25 MILE TO STATION ON RIGHT
 FA2326'SHOULDER (SOUTH SIDE) OF NC 27 AND 24, 170 FEET WEST OF INTERSECTION
 FA2326'OF NC 27, NC 24 AND SR 3102, ON OPPOSITE SIDE OF ROAD FROM SOUTHEAST
 FA2326'END OF A BRICK SCHOOL BUILDING, AND DIRECTLY ACROSS ROAD FROM
 FA2326'POWER POLE NO.  293.
 FA2326'
 FA2326'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2326'CABARRUS 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2326'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA2326'
 FA2326'MARK IS
 FA2326'16.6 FEET S OF C/L OF NC 27 AND NC 24.
 FA2326'170.4 FEET W OF C/L OF SR 3102.
 FA2326'10.3 FEET N OF ALUMINUM REF. TAG ON TP NO. 479 1/2.
 FA2326'71.4 FEET E OF ALUMINUM REF. TAG ON TP.
 FA2326'79.5 FEET W OF ALUMINUM REF. TAG ON TP NO. 480.
 FA2326
 FA2326                          STATION RECOVERY (1982)
 FA2326
 FA2326'RECOVERY NOTE BY US POWER SQUADRON 1982 (TW)
 FA2326'MARK NOT FOUND.
 FA2326
 FA2326                          STATION RECOVERY (1991)
 FA2326
 FA2326'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFH)
 FA2326'MARK NOT FOUND.
 FA2326
 FA2326                          STATION RECOVERY (2004)
 FA2326
 FA2326'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2326'SEARCHED S SIDE OF ALBEMARLE ROAD WITH MICRONTA 4004.  NO RMS HERE.
 FA2326' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2274 ***********************************************************************
 FA2274  DESIGNATION -  CABARRUS 2
 FA2274  PID         -  FA2274
 FA2274  STATE/COUNTY-  NC/CABARRUS
 FA2274  USGS QUAD   -  CONCORD SE (1987)
 FA2274
 FA2274                         *CURRENT SURVEY CONTROL
 FA2274  ___________________________________________________________________
 FA2274* NAD 83(2007)-  35 18 11.55017(N)    080 30 50.59584(W)     ADJUSTED  
 FA2274* NAVD 88     -       200.6    (meters)     658.     (feet)  GPS OBS   
 FA2274  ___________________________________________________________________
 FA2274  EPOCH DATE  -        2002.00
 FA2274  X           -     858,835.059 (meters)                     COMP
 FA2274  Y           -  -5,139,940.882 (meters)                     COMP
 FA2274  Z           -   3,665,469.579 (meters)                     COMP
 FA2274  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 FA2274  ELLIP HEIGHT-         170.328 (meters)          (02/10/07) ADJUSTED
 FA2274  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 FA2274
 FA2274  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2274  Type    PID    Designation                      North   East  Ellip
 FA2274  -------------------------------------------------------------------
 FA2274  NETWORK FA2274 CABARRUS 2                        0.78   0.73   1.12
 FA2274  -------------------------------------------------------------------
 FA2274
 FA2274.The horizontal coordinates were established by GPS observations
 FA2274.and adjusted by the National Geodetic Survey in February 2007.
 FA2274
 FA2274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2274.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2274.The horizontal coordinates are valid at the epoch date displayed above.
 FA2274.The epoch date for horizontal control is a decimal equivalence
 FA2274.of Year/Month/Day.
 FA2274
 FA2274.The orthometric height was determined by GPS observations and a
 FA2274.high-resolution geoid model.
 FA2274
 FA2274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2274
 FA2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2274
 FA2274.The ellipsoidal height was determined by GPS observations
 FA2274.and is referenced to NAD 83.
 FA2274
 FA2274.The geoid height was determined by GEOID03.
 FA2274
 FA2274;                    North         East     Units Scale Factor Converg.
 FA2274;SPC NC       -   173,347.359   471,920.579   MT  0.99987299   -0 52 25.9
 FA2274;SPC NC       -   568,723.79  1,548,292.77   sFT  0.99987299   -0 52 25.9
 FA2274;UTM  17      - 3,906,776.835   544,179.322   MT  0.99962405   +0 16 51.0
 FA2274
 FA2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2274!SPC NC       -   0.99997327  x   0.99987299  =   0.99984626
 FA2274!UTM  17      -   0.99997327  x   0.99962405  =   0.99959733
 FA2274
 FA2274:                Primary Azimuth Mark                     Grid Az
 FA2274:SPC NC       -  JOYNER                                   001 43 21.3
 FA2274:UTM  17      -  JOYNER                                   000 34 04.4
 FA2274
 FA2274|---------------------------------------------------------------------|
 FA2274| PID    Reference Object                     Distance      Geod. Az  |
 FA2274|                                                           dddmmss.s |
 FA2274| DF8044 JOYNER                              APPROX. 0.6 KM 0005055.4 |
 FA2274| FA3747 CABARRUS 2 RM 3                      11.287 METERS 00807     |
 FA2274| FA3748 CABARRUS 2 RM 4                      17.212 METERS 18819     |
 FA2274| FA3745 CABARRUS RM 1                        29.704 METERS 20012     |
 FA2274| FA2273 CABARRUS                              7.450 METERS 27458     |
 FA2274|---------------------------------------------------------------------|
 FA2274
 FA2274                          SUPERSEDED SURVEY CONTROL
 FA2274
 FA2274  NAD 83(1986)-  35 18 11.56463(N)    080 30 50.60518(W) AD(       ) 1
 FA2274  NAD 83(2001)-  35 18 11.54986(N)    080 30 50.59630(W) AD(       ) 1
 FA2274  ELLIP H (09/17/03)  170.358  (m)                       GP(       ) 4 2
 FA2274  NAD 83(1986)-  35 18 11.56432(N)    080 30 50.60321(W) AD(       ) 3
 FA2274  NAD 27      -  35 18 11.05578(N)    080 30 51.36430(W) AD(       ) 3
 FA2274
 FA2274.Superseded values are not recommended for survey control.
 FA2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2274.See file dsdata.txt to determine how the superseded data were derived.
 FA2274
 FA2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4417906777(NAD 83)
 FA2274_MARKER: DS = TRIANGULATION STATION DISK
 FA2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2274_STAMPING: CABARRUS 2 1966
 FA2274_MARK LOGO: CGS   
 FA2274_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2274+STABILITY: SURFACE MOTION
 FA2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2274+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 FA2274
 FA2274  HISTORY     - Date     Condition        Report By
 FA2274  HISTORY     - 1966     MONUMENTED       CGS
 FA2274  HISTORY     - 1985     GOOD             USPSQD
 FA2274  HISTORY     - 1986     GOOD             USPSQD
 FA2274  HISTORY     - 19960320 GOOD             NCGS
 FA2274  HISTORY     - 20010104 GOOD             NCGS
 FA2274  HISTORY     - 20030501 GOOD             NCGS
 FA2274
 FA2274                          STATION DESCRIPTION
 FA2274
 FA2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (NCS)
 FA2274'STATION IS LOCATED 8 MILES SOUTHEAST OF CONCORD, 2.0 MILES
 FA2274'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 601 AND STATE HIGHWAY
 FA2274'200, 0.2 MILE NORTH OF A ROAD LEADING WEST TOWARDS FLOWES
 FA2274'STORE, AND ON THE EAST SIDE OF U.S. HIGHWAY 601.
 FA2274'
 FA2274'STATION MARK IS A STANDARD DISK STAMPED CABARRUS 2 1966, SET
 FA2274'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 FA2274'INCHES.  IT IS NEAR THE HIGHEST POINT ON THE EAST SIDE OF THE
 FA2274'HIGHWAY, 65 FEET EAST OF THE PRESENT CENTER OF THE ROAD, AT
 FA2274'THE EDGE OF THE PROPOSED ROAD, AND 2.4 FEET NORTH OF A METAL
 FA2274'WITNESS POST.
 FA2274'
 FA2274'RM 3 IS STAMPED CABARRUS 2 NO 3 1966, SET IN THE TOP OF A
 FA2274'CONCRETE CYLINDER THAT PROJECTS 2 INCHES.  IT IS 67 FEET EAST
 FA2274'OF THE PRESENT CENTER OF THE HIGHWAY, 38.5 FEET NORTH OF THE
 FA2274'METAL WITNESS POST AND 2 FEET SOUTH OF A STAKE MARKING THE
 FA2274'PROPOSED LOCATION OF A TELEPHONE POLE.
 FA2274'
 FA2274'RM 4 IS A STANDARD DISK STAMPED CABARRUS 2 NO 4 1966, SET IN
 FA2274'THE TOP OF A CONCRETE CYLINDER, THAT PROJECTS 6 INCHES.  IT IS
 FA2274'55.0 FEET SOUTH OF THE WITNESS POST AND 3 FEET LOWER THAN THE
 FA2274'STATION MARK.
 FA2274'
 FA2274'DISKS AT CABARRUS 1948 AND RM 1 WERE LEFT IN FOR THE PRESENT,
 FA2274'BUT WILL BE DESTROYED WHEN CONSTRUCTION ON U.S. HIGHWAY 601
 FA2274'GETS UNDERWAY.
 FA2274
 FA2274                          STATION RECOVERY (1985)
 FA2274
 FA2274'RECOVERY NOTE BY US POWER SQUADRON 1985 (WCB)
 FA2274'RECOVERED IN GOOD CONDITION.
 FA2274
 FA2274                          STATION RECOVERY (1986)
 FA2274
 FA2274'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2274'RECOVERED IN GOOD CONDITION.
 FA2274
 FA2274                          STATION RECOVERY (1996)
 FA2274
 FA2274'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 FA2274'RECOVERED AS DESCRIBED.
 FA2274
 FA2274                          STATION RECOVERY (2001)
 FA2274
 FA2274'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FA2274'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. LOCATED 21.6 FT
 FA2274'(6.6 M) WEST OF A 6-INCH OAK--WITH A REFERENCE TAG.
 FA2274
 FA2274                          STATION RECOVERY (2003)
 FA2274
 FA2274'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (PAC)
 FA2274'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6082 ***********************************************************************
 AA6082  DESIGNATION -  CABBAGE
 AA6082  PID         -  AA6082
 AA6082  STATE/COUNTY-  NC/BUNCOMBE
 AA6082  USGS QUAD   -  OTEEN (1990)
 AA6082
 AA6082                         *CURRENT SURVEY CONTROL
 AA6082  ___________________________________________________________________
 AA6082* NAD 83(2001)-  35 33 00.41298(N)    082 28 06.69475(W)     ADJUSTED  
 AA6082* NAVD 88     -       679.     (meters)    2228.     (feet)  SCALED    
 AA6082  ___________________________________________________________________
 AA6082  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA6082  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AA6082  HORZ ORDER  -  SECOND
 AA6082
 AA6082.The horizontal coordinates were established by classical geodetic methods
 AA6082.and adjusted by the National Geodetic Survey in August 2005.
 AA6082
 AA6082.The orthometric height was scaled from a topographic map.
 AA6082
 AA6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6082
 AA6082.The geoid height was determined by GEOID03.
 AA6082
 AA6082;                    North         East     Units Scale Factor Converg.
 AA6082;SPC NC       -   205,181.122   295,199.324   MT  0.99988610   -2 00 06.9
 AA6082;SPC NC       -   673,165.06    968,499.78   sFT  0.99988610   -2 00 06.9
 AA6082;UTM  17      - 3,935,043.382   366,892.808   MT  0.99981834   -0 51 14.2
 AA6082
 AA6082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6082!SPC NC       -   0.99989812  x   0.99988610  =   0.99978423
 AA6082!UTM  17      -   0.99989812  x   0.99981834  =   0.99971648
 AA6082
 AA6082                          SUPERSEDED SURVEY CONTROL
 AA6082
 AA6082  NAD 83(1995)-  35 33 00.41605(N)    082 28 06.69440(W) AD(       ) 2
 AA6082  NAD 83(1986)-  35 33 00.42020(N)    082 28 06.69351(W) AD(       ) 2
 AA6082
 AA6082.Superseded values are not recommended for survey control.
 AA6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6082.See file dsdata.txt to determine how the superseded data were derived.
 AA6082
 AA6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6689335043(NAD 83)
 AA6082_MARKER: DE = TRAVERSE STATION DISK
 AA6082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6082_SP_SET: CONCRETE POST
 AA6082_STAMPING: CABBAGE 1984
 AA6082_MARK LOGO: NCGS  
 AA6082_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA6082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6082+STABILITY: SURFACE MOTION
 AA6082
 AA6082  HISTORY     - Date     Condition        Report By
 AA6082  HISTORY     - 1984     MONUMENTED       NCGS
 AA6082
 AA6082                          STATION DESCRIPTION
 AA6082
 AA6082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6082'STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF FAIRVIEW, 5.8 MI
 AA6082'(9.3 KM) SOUTHEAST OF ASHEVILLE, AT THE EAST-MOST INTERSECTION WITH SR
 AA6082'2771. ALONG US 74 FOR 2.0 MI (3.2 KM) SOUTHEAST OF THE I-40 OVERPASS.
 AA6082'MARK IS 2 FEET LOWER THAN US 74.  LOCATED 23.5 FT (7.2 M)
 AA6082'NORTH-NORTHEAST OF THE CENTERLINE OF US 74, 28.3 FT (8.6 M) SOUTHWEST
 AA6082'OF THE CENTERLINE OF SR 2771 (OLD CHARLOTTE HIGHWAY), 18.0 FT (5.5 M)
 AA6082'SOUTH-SOUTHWEST OF EAST END OF CONCRETE HEADWALL, AND 21.8 FT (6.6 M)
 AA6082'WEST OF TELEPHONE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2167 ***********************************************************************
 AB2167  DESIGNATION -  CABE
 AB2167  PID         -  AB2167
 AB2167  STATE/COUNTY-  NC/CRAVEN
 AB2167  USGS QUAD   -  NEWPORT (1994)
 AB2167
 AB2167                         *CURRENT SURVEY CONTROL
 AB2167  ___________________________________________________________________
 AB2167* NAD 83(2001)-  34 50 58.98870(N)    076 45 43.58244(W)     ADJUSTED  
 AB2167* NAVD 88     -         4.298  (meters)      14.10   (feet)  ADJUSTED  
 AB2167  ___________________________________________________________________
 AB2167  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AB2167  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2167  DYNAMIC HT  -           4.294 (meters)      14.09  (feet)  COMP
 AB2167  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 AB2167
 AB2167  HORZ ORDER  -  SECOND
 AB2167  VERT ORDER  -  SECOND    CLASS II
 AB2167
 AB2167.The horizontal coordinates were established by classical geodetic methods
 AB2167.and adjusted by the National Geodetic Survey in August 2005.
 AB2167
 AB2167.The orthometric height was determined by differential leveling
 AB2167.and adjusted in May 1996.
 AB2167
 AB2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2167
 AB2167.The geoid height was determined by GEOID03.
 AB2167
 AB2167.The dynamic height is computed by dividing the NAVD 88
 AB2167.geopotential number by the normal gravity value computed on the
 AB2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2167.degrees latitude (g = 980.6199 gals.).
 AB2167
 AB2167.The modeled gravity was interpolated from observed gravity values.
 AB2167
 AB2167;                    North         East     Units Scale Factor Converg.
 AB2167;SPC NC       -   124,299.048   814,228.849   MT  0.99989706   +1 17 29.9
 AB2167;SPC NC       -   407,804.46  2,671,349.15   sFT  0.99989706   +1 17 29.9
 AB2167;UTM  18      - 3,857,793.512   338,902.577   MT  0.99991987   -1 00 25.7
 AB2167
 AB2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2167!SPC NC       -   1.00000521  x   0.99989706  =   0.99990227
 AB2167!UTM  18      -   1.00000521  x   0.99991987  =   0.99992508
 AB2167
 AB2167                          SUPERSEDED SURVEY CONTROL
 AB2167
 AB2167  NAD 83(1986)-  34 50 58.99930(N)    076 45 43.59183(W) AD(       ) 2
 AB2167  NGVD 29 (04/29/98)    4.60   (m)           15.1    (f) LEVELING    3  
 AB2167
 AB2167.Superseded values are not recommended for survey control.
 AB2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2167.See file dsdata.txt to determine how the superseded data were derived.
 AB2167
 AB2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3890357794(NAD 83)
 AB2167_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2167_STAMPING: CABE 1984
 AB2167_MARK LOGO: NCGS  
 AB2167_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2167+STABILITY: SURFACE MOTION
 AB2167
 AB2167  HISTORY     - Date     Condition        Report By
 AB2167  HISTORY     - 1984     MONUMENTED       NCGS
 AB2167  HISTORY     - 19850921 GOOD             NCGS
 AB2167  HISTORY     - 19870101 GOOD             NCGS
 AB2167  HISTORY     - 19940325 GOOD             NCGS
 AB2167  HISTORY     - 20060721 MARK NOT FOUND   USPSQD
 AB2167
 AB2167                          STATION DESCRIPTION
 AB2167
 AB2167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AB2167'STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) EAST OF HAVELOCK, IN
 AB2167'HARLOWE COMMUNITY. ALONG NC 101 FOR 6.6 KM (4.10 MI) EAST FROM NC 306,
 AB2167'OR 0.5 KM (0.30 MI) NORTHWEST OF SR 1392 (ADAMS CREEK ROAD), ACROSS
 AB2167'THE DITCH AT THE CORNER OF THE WOODS. MARK IS RECESSED 5 INCHES BELOW
 AB2167'GROUND AND LEVEL WITH HIGHWAY. LOCATED 13.8 M (45.3 FT) EAST-NORTHEAST
 AB2167'OF THE CENTERLINE OF THE HIGHWAY, 25.1 M (82.3 FT) EAST OF THE EAST
 AB2167'END OF A DRIVE CULVERT (TO ROY E. MCCABE RESIDENCE)--AND 6.6 M (21.7
 AB2167'FT) NORTHWEST OF A METAL FENCE CORNER, 1.9 M (6.2 FT) SOUTH-SOUTHWEST
 AB2167'OF A POWER POLE, AND 6.9 M (22.6 FT) WEST OF A 12-INCH PINE--ALL THREE
 AB2167'WITH REFERENCE TAGS.
 AB2167
 AB2167                          STATION RECOVERY (1987)
 AB2167
 AB2167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AB2167'LOCATED 13.2 KM (8.20 MI) EAST OF HAVELOCK, IN THE COMMUNITY OF
 AB2167'HARLOWE, 6.6 KM (4.10 MI) EAST ALONG NC 101 FROM NC 306, OR 0.5 KM
 AB2167'(0.30 MI) NORTHWEST OF SR 1392 (ADAMS CREEK ROAD), ACROSS THE DITCH AT
 AB2167'THE CORNER OF THE WOODS, IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN
 AB2167'DIAMETER RECESSED 12 CM BELOW GROUND, 13.8 METERS (45.3 FT)
 AB2167'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.1 METERS (82.3 FT)
 AB2167'EAST OF THE EAST END OF A DRIVE CULVERT TO ROY E. MCCABE RESIDENCE,
 AB2167'7.0 METERS (23.0 FT) NORTH-NORTHWEST OF WEST END OF A DRIVE CULVERT,
 AB2167'6.6 METERS (21.6 FT) NORTHWEST OF A METAL FENCE CORNER, 1.9 METERS
 AB2167'(6.2 FT) SOUTH-SOUTHWEST OF A POWER POLE, AND 6.9 METERS (22.5 FT)
 AB2167'WEST OF A 12-INCH PINE TREE, ALL THREE HAVE REFERENCE TAGS.
 AB2167
 AB2167                          STATION RECOVERY (1994)
 AB2167
 AB2167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 AB2167'RECOVERED AS DESCRIBED.
 AB2167
 AB2167                          STATION RECOVERY (2006)
 AB2167
 AB2167'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2167'COULD NOT FIND ANY REFERENCE TAGS ON POWER POLES OR TREES.  THE MCCABE
 AB2167'RESIDENCE IS NO LONGER IDENTIFIED.  THERE IS NO METAL FENCE IN THE
 AB2167'AREA.  THE POWER POLES APPEAR RELATIVELY NEW.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2797 ***********************************************************************
 FB2797  DESIGNATION -  CABIN
 FB2797  PID         -  FB2797
 FB2797  STATE/COUNTY-  NC/POLK
 FB2797  USGS QUAD   -  LAKE LURE (1987)
 FB2797
 FB2797                         *CURRENT SURVEY CONTROL
 FB2797  ___________________________________________________________________
 FB2797* NAD 83(2001)-  35 24 04.25657(N)    082 11 46.09181(W)     ADJUSTED  
 FB2797* NAVD 88     -       365.8    (meters)    1200.     (feet)  VERTCON   
 FB2797  ___________________________________________________________________
 FB2797  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 FB2797  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 FB2797  HORZ ORDER  -  SECOND
 FB2797
 FB2797.The horizontal coordinates were established by classical geodetic methods
 FB2797.and adjusted by the National Geodetic Survey in August 2005.
 FB2797
 FB2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2797
 FB2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2797
 FB2797.The geoid height was determined by GEOID03.
 FB2797
 FB2797;                    North         East     Units Scale Factor Converg.
 FB2797;SPC NC       -   187,838.887   319,349.128   MT  0.99987598   -1 50 41.0
 FB2797;SPC NC       -   616,268.08  1,047,731.26   sFT  0.99987598   -1 50 41.0
 FB2797;UTM  17      - 3,918,190.987   391,383.346   MT  0.99974539   -0 41 34.8
 FB2797
 FB2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2797!SPC NC       -   0.99994752  x   0.99987598  =   0.99982351
 FB2797!UTM  17      -   0.99994752  x   0.99974539  =   0.99969292
 FB2797
 FB2797:                Primary Azimuth Mark                     Grid Az
 FB2797:SPC NC       -  JONES                                    169 12 13.7
 FB2797:UTM  17      -  JONES                                    168 03 07.5
 FB2797
 FB2797|---------------------------------------------------------------------|
 FB2797| PID    Reference Object                     Distance      Geod. Az  |
 FB2797|                                                           dddmmss.s |
 FB2797| FB2795 JONES                               APPROX. 0.7 KM 1672132.7 |
 FB2797| FB2798 BURGESS                             227.455 METERS 34519     |
 FB2797|---------------------------------------------------------------------|
 FB2797
 FB2797                          SUPERSEDED SURVEY CONTROL
 FB2797
 FB2797  NAD 83(1986)-  35 24 04.26347(N)    082 11 46.09314(W) AD(       ) 2
 FB2797  NAD 27      -  35 24 03.85055(N)    082 11 46.68954(W) AD(       ) 2
 FB2797  NGVD 29 (07/19/86)  365.9    (m)         1200.     (f) VERT ANG    3  
 FB2797
 FB2797.Superseded values are not recommended for survey control.
 FB2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2797.See file dsdata.txt to determine how the superseded data were derived.
 FB2797
 FB2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9138318191(NAD 83)
 FB2797_MARKER: DE = TRAVERSE STATION DISK
 FB2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2797_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2797+STABILITY: SURFACE MOTION
 FB2797
 FB2797  HISTORY     - Date     Condition        Report By
 FB2797  HISTORY     - 1975     MONUMENTED       NCGS
 FB2797  HISTORY     - 20011207 MARK NOT FOUND   USPSQD
 FB2797
 FB2797                          STATION DESCRIPTION
 FB2797
 FB2797'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2797'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHEAST OF LAKE LURE
 FB2797'POST OFFICE (RUTHERFORD COUNTY) AND 7.4 MILES NORTH OF MILL SPRING.
 FB2797'
 FB2797'TO REACH STATION FROM THE INTERSECTION OF NC 9, US 64 AND US 74 AT
 FB2797'LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 1.05 MILES TO STATION ON THE
 FB2797'LEFT IN EAST SHOULDER OF ROAD, APPROXIMATELY 300 FEET SOUTH OF
 FB2797'POLK-RUTHERFORD COUNTY LINE, AND 0.2 MILE NORTH OF T INTERSECTION
 FB2797'WITH SR 1164 (WEST).
 FB2797'
 FB2797'STATION MARK IS A STANDARD DISK, STAMPED---CABIN 1975---, SET IN THE
 FB2797'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB2797'SURFACE.  MARK IS 17.9 FEET EAST OF THE CENTERLINE OF NC 9, 48.0 FEET
 FB2797'NORTH-NORTHWEST OF POWER POLE WITH REFERENCE TAG AND 56.0 FEET
 FB2797'NORTHEAST OF 10 INCH PINE WITH REFERENCE TAG.
 FB2797
 FB2797                          STATION RECOVERY (2001)
 FB2797
 FB2797'RECOVERY NOTE BY US POWER SQUADRON 2001 (OK)
 FB2797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2865 ***********************************************************************
 EB2865  DESIGNATION -  CABIN
 EB2865  PID         -  EB2865
 EB2865  STATE/COUNTY-  NC/RICHMOND
 EB2865  USGS QUAD   -  HAMLET (1982)
 EB2865
 EB2865                         *CURRENT SURVEY CONTROL
 EB2865  ___________________________________________________________________
 EB2865* NAD 83(2001)-  34 55 51.93796(N)    079 42 05.63428(W)     ADJUSTED  
 EB2865* NAVD 88     -       106.7    (meters)     350.     (feet)  VERTCON   
 EB2865  ___________________________________________________________________
 EB2865  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 EB2865  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 EB2865  HORZ ORDER  -  SECOND
 EB2865
 EB2865.The horizontal coordinates were established by classical geodetic methods
 EB2865.and adjusted by the National Geodetic Survey in August 2005.
 EB2865
 EB2865.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2865
 EB2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2865
 EB2865.The geoid height was determined by GEOID03.
 EB2865
 EB2865;                    North         East     Units Scale Factor Converg.
 EB2865;SPC NC       -   131,245.546   545,510.688   MT  0.99988816   -0 24 17.7
 EB2865;SPC NC       -   430,594.76  1,789,729.65   sFT  0.99988816   -0 24 17.7
 EB2865;UTM  17      - 3,866,171.154   618,587.100   MT  0.99977332   +0 44 36.8
 EB2865
 EB2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2865!SPC NC       -   0.99998818  x   0.99988816  =   0.99987634
 EB2865!UTM  17      -   0.99998818  x   0.99977332  =   0.99976150
 EB2865
 EB2865:                Primary Azimuth Mark                     Grid Az
 EB2865:SPC NC       -  BLOCK                                    176 00 01.7
 EB2865:UTM  17      -  BLOCK                                    174 51 07.2
 EB2865
 EB2865|---------------------------------------------------------------------|
 EB2865| PID    Reference Object                     Distance      Geod. Az  |
 EB2865|                                                           dddmmss.s |
 EB2865| EB2860 BLOCK                               APPROX. 0.6 KM 1753544.0 |
 EB2865| EB2872 LINKERS                             APPROX. 2.2 KM 3484325.5 |
 EB2865|---------------------------------------------------------------------|
 EB2865
 EB2865                          SUPERSEDED SURVEY CONTROL
 EB2865
 EB2865  NAD 83(1986)-  34 55 51.94368(N)    079 42 05.64023(W) AD(       ) 2
 EB2865  NAD 27      -  34 55 51.38648(N)    079 42 06.43992(W) AD(       ) 2
 EB2865  NGVD 29 (07/19/86)  107.0    (m)          351.     (f) VERT ANG    3  
 EB2865
 EB2865.Superseded values are not recommended for survey control.
 EB2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2865.See file dsdata.txt to determine how the superseded data were derived.
 EB2865
 EB2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1858766171(NAD 83)
 EB2865_MARKER: DE = TRAVERSE STATION DISK
 EB2865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2865_STAMPING: CABIN 1970
 EB2865_MARK LOGO: NCGS  
 EB2865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2865+STABILITY: SURFACE MOTION
 EB2865
 EB2865  HISTORY     - Date     Condition        Report By
 EB2865  HISTORY     - 1970     MONUMENTED       NCGS
 EB2865
 EB2865                          STATION DESCRIPTION
 EB2865
 EB2865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2865'CABIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2865'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2865'
 EB2865'CABIN IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF HAMLET AND 4.0
 EB2865'MILES ESE OF ROCKINGHAM.  TO REACH STATION PROCEED FROM THE
 EB2865'INTERSECTION OF SR 1640 AND SR 1624 APPROXIMATELY 2.0 MILES NORTH
 EB2865'OF HAMLET, GO NORTH ON SR 1640 FOR 0.65 MILE TO STATION ON RIGHT,
 EB2865'APPROXIMATELY 100 FEET NORTH OF ROAD TO PARADISE CABIN AND 1.7 MILES
 EB2865'SOUTH OF INTERSECTION OF SR 1640 AND US 1.
 EB2865'
 EB2865'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2865'CABIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EB2865'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EB2865'
 EB2865'MARK IS
 EB2865'
 EB2865'7.0 FEET SW OF ALUMINUM REF. TAG ON PP NO. 4108 W/TRANSFORMER ON
 EB2865'E. SIDE OF SR 1640.
 EB2865'20.5 FEET S OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON E SIDE OF
 EB2865'SR 1640.
 EB2865'28.6 FEET W OF ALUMINUM REF. TAG ON PINE TREE ON E SIDE OF SR
 EB2865'1640.  31.9 FEET NE OF C/L OF SR 1640.
 EB2865'106.9 FEET NW OF METAL POLE WITH PARADISE CABIN SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3180 ***********************************************************************
 FY3180  DESIGNATION -  CABIN
 FY3180  PID         -  FY3180
 FY3180  STATE/COUNTY-  NC/PERSON
 FY3180  USGS QUAD   -  CALDWELL (1968)
 FY3180
 FY3180                         *CURRENT SURVEY CONTROL
 FY3180  ___________________________________________________________________
 FY3180* NAD 83(2001)-  36 14 36.74203(N)    079 07 02.05896(W)     ADJUSTED  
 FY3180* NAVD 88     -       228.8    (meters)     751.     (feet)  VERTCON   
 FY3180  ___________________________________________________________________
 FY3180  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FY3180  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 FY3180  HORZ ORDER  -  SECOND
 FY3180
 FY3180.The horizontal coordinates were established by classical geodetic methods
 FY3180.and adjusted by the National Geodetic Survey in August 2005.
 FY3180
 FY3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3180
 FY3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3180
 FY3180.The geoid height was determined by GEOID03.
 FY3180
 FY3180;                    North         East     Units Scale Factor Converg.
 FY3180;SPC NC       -   276,630.071   599,062.919   MT  1.00002236   -0 04 03.6
 FY3180;SPC NC       -   907,577.16  1,965,425.59   sFT  1.00002236   -0 04 03.6
 FY3180;UTM  17      - 4,012,604.768   669,174.784   MT  0.99995264   +1 06 48.2
 FY3180
 FY3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3180!SPC NC       -   0.99996890  x   1.00002236  =   0.99999126
 FY3180!UTM  17      -   0.99996890  x   0.99995264  =   0.99992154
 FY3180
 FY3180|---------------------------------------------------------------------|
 FY3180| PID    Reference Object                     Distance      Geod. Az  |
 FY3180|                                                           dddmmss.s |
 FY3180| FY3182 NOHOW                               311.873 METERS 19919     |
 FY3180| FY3181 TERRY                               474.104 METERS 3581133.3 |
 FY3180|---------------------------------------------------------------------|
 FY3180
 FY3180                          SUPERSEDED SURVEY CONTROL
 FY3180
 FY3180  NAD 83(1993)-  36 14 36.74384(N)    079 07 02.06339(W) AD(       ) 2
 FY3180  NAD 83(1986)-  36 14 36.74493(N)    079 07 02.06667(W) AD(       ) 2
 FY3180  NAD 27      -  36 14 36.23903(N)    079 07 03.00819(W) AD(       ) 2
 FY3180  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG    3  
 FY3180
 FY3180.Superseded values are not recommended for survey control.
 FY3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3180.See file dsdata.txt to determine how the superseded data were derived.
 FY3180
 FY3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6917512605(NAD 83)
 FY3180_MARKER: DE = TRAVERSE STATION DISK
 FY3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3180+STABILITY: SURFACE MOTION
 FY3180
 FY3180  HISTORY     - Date     Condition        Report By
 FY3180  HISTORY     - 1976     MONUMENTED       NCGS
 FY3180
 FY3180                          STATION DESCRIPTION
 FY3180
 FY3180'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3180'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTH-SOUTHEAST OF
 FY3180'GORDONTON AND 12.8 MILES SOUTHWEST OF ROXBORO.
 FY3180'
 FY3180'TO REACH THE STATION FROM THE SR 1102 AND NC 49 CROSSROADS KNOWN AS
 FY3180'GORDONTON, PROCEED SOUTH ALONG SR 1102 FOR 2.7 MILES TO STATION ON
 FY3180'THE LEFT IN SHOULDER, NEAR SOUTHWEST CORNER OF A SMALL FIELD AND 0.15
 FY3180'MILE NORTH OF THE PERSON-ORANGE COUNTY LINE.
 FY3180'
 FY3180'STATION MARK IS A STANDARD DISK STAMPED---CABIN 1976---SET IN THE TOP
 FY3180'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 FY3180'THE MARK IS 13.9 FEET EAST OF CENTERLINE OF SR 1102, 39.4 FEET
 FY3180'SOUTHWEST OF TELEPHONE PEDESTAL, 33.8 FEET NORTHWEST OF 10 INCH PINE
 FY3180'WITH REFERENCE TAG, 62.8 FEET NORTH OF 12 INCH PINE WITH REFERENCE
 FY3180'TAG, 51.3 FEET SOUTHEAST OF 10 INCH PINE WITH REFERENCE TAG ACROSS
 FY3180'ROAD AND 53.2 FEET EAST OF 12 INCH OAK WITH REFERENCE TAG ACROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1389 ***********************************************************************
 FZ1389  DESIGNATION -  CABIN
 FZ1389  PID         -  FZ1389
 FZ1389  STATE/COUNTY-  NC/GUILFORD
 FZ1389  USGS QUAD   -  BELEWS CREEK (1994)
 FZ1389
 FZ1389                         *CURRENT SURVEY CONTROL
 FZ1389  ___________________________________________________________________
 FZ1389* NAD 83(2001)-  36 13 44.33565(N)    080 02 03.33398(W)     ADJUSTED  
 FZ1389* NAVD 88     -       235.1    (meters)     771.     (feet)  VERTCON   
 FZ1389  ___________________________________________________________________
 FZ1389  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 FZ1389  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 FZ1389  HORZ ORDER  -  SECOND
 FZ1389
 FZ1389.The horizontal coordinates were established by classical geodetic methods
 FZ1389.and adjusted by the National Geodetic Survey in August 2005.
 FZ1389
 FZ1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1389
 FZ1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1389
 FZ1389.The geoid height was determined by GEOID03.
 FZ1389
 FZ1389;                    North         East     Units Scale Factor Converg.
 FZ1389;SPC NC       -   275,492.864   516,618.912   MT  1.00001799   -0 35 49.0
 FZ1389;SPC NC       -   903,846.17  1,694,940.55   sFT  1.00001799   -0 35 49.0
 FZ1389;UTM  17      - 4,009,778.712   586,788.834   MT  0.99969281   +0 34 14.9
 FZ1389
 FZ1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1389!SPC NC       -   0.99996821  x   1.00001799  =   0.99998620
 FZ1389!UTM  17      -   0.99996821  x   0.99969281  =   0.99966103
 FZ1389
 FZ1389|---------------------------------------------------------------------|
 FZ1389| PID    Reference Object                     Distance      Geod. Az  |
 FZ1389|                                                           dddmmss.s |
 FZ1389| FZ1401 LOG                                 367.103 METERS 08836     |
 FZ1389| FZ1390 COPPER                              APPROX. 0.6 KM 2580040.6 |
 FZ1389|---------------------------------------------------------------------|
 FZ1389
 FZ1389                          SUPERSEDED SURVEY CONTROL
 FZ1389
 FZ1389  NAD 83(1993)-  36 13 44.34264(N)    080 02 03.33939(W) AD(       ) 2
 FZ1389  NAD 83(1986)-  36 13 44.34418(N)    080 02 03.34068(W) AD(       ) 2
 FZ1389  NAD 27      -  36 13 43.85533(N)    080 02 04.19580(W) AD(       ) 2
 FZ1389  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG    3  
 FZ1389
 FZ1389.Superseded values are not recommended for survey control.
 FZ1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1389.See file dsdata.txt to determine how the superseded data were derived.
 FZ1389
 FZ1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8678909779(NAD 83)
 FZ1389_MARKER: DE = TRAVERSE STATION DISK
 FZ1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1389_STAMPING: CABIN 1968
 FZ1389_MARK LOGO: NCGS  
 FZ1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1389+STABILITY: SURFACE MOTION
 FZ1389
 FZ1389  HISTORY     - Date     Condition        Report By
 FZ1389  HISTORY     - 1968     MONUMENTED       NCGS
 FZ1389  HISTORY     - 1986     GOOD             USPSQD
 FZ1389
 FZ1389                          STATION DESCRIPTION
 FZ1389
 FZ1389'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ1389'CABIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1389'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ1389'
 FZ1389'CABIN IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF STOKESDALE.  TO
 FZ1389'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 158 AND
 FZ1389'SOUTHERN RAILROAD AT NORTHWEST SIDE OF STOKESDALE, GO
 FZ1389'SOUTHWEST ON U.S. 158 FOR 2.8 MILES TO INTERSECTION OF SR 2038,
 FZ1389'AND STATION.  WHICH IS IN THE NORTHEAST QUADRANT OF INTERSECTION,
 FZ1389'ON NORTHWEST BANK OF U.S. 158, AND 0.1 MILE NORTHEAST OF
 FZ1389'FORSYTH-GUILFORD COUNTY LINE.
 FZ1389'
 FZ1389'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1389'CABIN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1389'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1389'
 FZ1389'MARK IS
 FZ1389'
 FZ1389'44.6 FT NNW OF C/L OF U.S. 158
 FZ1389'
 FZ1389'7.4 FT SE OF 8 INCH PINE TREE ON NW SIDE OF U.S. 158, AND WITH
 FZ1389'ALUMINUM REF. TAG
 FZ1389'
 FZ1389'9.0 FT SW OF 10 INCH PINE TREE ON NORTHWEST SIDE OF U.S. 158,
 FZ1389'AND WITH ALUMINUM REF. TAG
 FZ1389'
 FZ1389'19.8 FT WSW OF 8 INCH PINE TREE ON NW SIDE OF U.S. 158, AND WITH
 FZ1389'ALUMINUM REF. TAG
 FZ1389'
 FZ1389'101.4 FT ENE OF C/L OF INTERSECTION OF SR 2038 AND U.S. 158
 FZ1389'
 FZ1389'80.4 FT SE OF TELEPHONE PEDESTAL IN NE QUADRANT OF INTERSECTION
 FZ1389
 FZ1389                          STATION RECOVERY (1986)
 FZ1389
 FZ1389'RECOVERY NOTE BY US POWER SQUADRON 1986 (DRB)
 FZ1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6498 ***********************************************************************
 EZ6498  DESIGNATION -  CABIN
 EZ6498  PID         -  EZ6498
 EZ6498  STATE/COUNTY-  NC/ORANGE
 EZ6498  USGS QUAD   -  WHITE CROSS (1981)
 EZ6498
 EZ6498                         *CURRENT SURVEY CONTROL
 EZ6498  ___________________________________________________________________
 EZ6498* NAD 83(2001)-  35 55 26.18730(N)    079 10 28.10110(W)     ADJUSTED  
 EZ6498* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 EZ6498  ___________________________________________________________________
 EZ6498  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EZ6498  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 EZ6498  HORZ ORDER  -  SECOND
 EZ6498
 EZ6498.The horizontal coordinates were established by classical geodetic methods
 EZ6498.and adjusted by the National Geodetic Survey in August 2005.
 EZ6498
 EZ6498.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6498
 EZ6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6498
 EZ6498.The geoid height was determined by GEOID03.
 EZ6498
 EZ6498;                    North         East     Units Scale Factor Converg.
 EZ6498;SPC NC       -   241,175.591   593,855.974   MT  0.99994129   -0 06 02.5
 EZ6498;SPC NC       -   791,256.92  1,948,342.47   sFT  0.99994129   -0 06 02.5
 EZ6498;UTM  17      - 3,977,052.126   664,697.052   MT  0.99993424   +1 04 16.7
 EZ6498
 EZ6498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6498!SPC NC       -   0.99997694  x   0.99994129  =   0.99991823
 EZ6498!UTM  17      -   0.99997694  x   0.99993424  =   0.99991118
 EZ6498
 EZ6498                          SUPERSEDED SURVEY CONTROL
 EZ6498
 EZ6498  NAD 83(1986)-  35 55 26.18953(N)    079 10 28.11029(W) AD(       ) 2
 EZ6498  NGVD 29 (07/16/92)  177.8    (m)          583.     (f) VERT ANG    3  
 EZ6498
 EZ6498.Superseded values are not recommended for survey control.
 EZ6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6498.See file dsdata.txt to determine how the superseded data were derived.
 EZ6498
 EZ6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6469777052(NAD 83)
 EZ6498_MARKER: DE = TRAVERSE STATION DISK
 EZ6498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6498_STAMPING: CABIN 1983
 EZ6498_MARK LOGO: NCGS  
 EZ6498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ6498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6498+STABILITY: SURFACE MOTION
 EZ6498
 EZ6498  HISTORY     - Date     Condition        Report By
 EZ6498  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6498  HISTORY     - 19930203 GOOD             NCGS
 EZ6498  HISTORY     - 20080417 GOOD             GEOCAC
 EZ6498
 EZ6498                          STATION DESCRIPTION
 EZ6498
 EZ6498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6498'STATION IS LOCATED ABOUT 5.7 MILES WEST OF CARRBORO AND
 EZ6498'8.5 MILES EAST-SOUTHEAST  OF SAXAPAHAW.
 EZ6498'
 EZ6498'ALONG NC 54, 4.65 MILES WEST OF INTERSECTION WITH NC 54 BYPASS (WEST
 EZ6498'OF CARRBORO), IN THE SOUTHEAST QUADRANT OF INTERSECTION WITH CARL
 EZ6498'DURHAM ROAD (SR 1950).
 EZ6498'
 EZ6498'THE STATION IS A STANDARD NCGS DISK
 EZ6498'STAMPED---CABIN 1983---,
 EZ6498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6498'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 EZ6498'19.8 METERS (65.1 FT) SOUTH-SOUTHEAST FROM CENTERLINE OF HIGHWAY,
 EZ6498'33.9 METERS (111.3 FT) EAST FROM CENTERLINE OF SR 1950,
 EZ6498'35.4 METERS (116.0 FT) EAST-SOUTHEAST FROM CENTERLINE INTERSECTION
 EZ6498'WITH SR 1950,
 EZ6498'7.0 METERS (23.0 FT) WEST-SOUTHWEST OF RIGHT-OF-WAY MONUMENT,
 EZ6498'23.8 METERS (78.0 FT) SOUTHWEST FROM WEST END OF CULVERT AND
 EZ6498'11.3 METER (37.0 FT) NORTHWEST FROM 48 INCH OAK WITH REFERENCE TAG.
 EZ6498'
 EZ6498'MARK IS 3 FEET ABOVE HIGHWAY.
 EZ6498
 EZ6498                          STATION RECOVERY (1993)
 EZ6498
 EZ6498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EZ6498'RECOVERED AS DESCRIBED.  LINE OF SIGHT BLOCKED TO NCGS--LLOYDS--.
 EZ6498' 
 EZ6498'LOCATED 58.0 FT (17.7 M) EAST-SOUTHEAST OF A METAL SIGN POLE (CARL
 EZ6498'DURHAM ROAD), AND 128.5 FT (39.2 M) EAST-NORTHEAST OF THE SOUTH END OF
 EZ6498'A CONCRETE TRAFFIC ISLAND.
 EZ6498
 EZ6498                          STATION RECOVERY (2008)
 EZ6498
 EZ6498'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ6498'THE INTERSECTION HAS BEEN CLEARED AND GRADED TO IMPROVE VISIBILITY.
 EZ6498'THE STATION IS JUST INSIDE THE WOODS LINE, ON A BANK ABOUT 2 FEET
 EZ6498'ABOVE THE HIGHWAY. THE R/W MARKER REMAINS A GOOD REFERENCE POINT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9905 ***********************************************************************
 AE9905  DESIGNATION -  CABIN
 AE9905  PID         -  AE9905
 AE9905  STATE/COUNTY-  NC/MCDOWELL
 AE9905  USGS QUAD   -  MARION WEST (1994)
 AE9905
 AE9905                         *CURRENT SURVEY CONTROL
 AE9905  ___________________________________________________________________
 AE9905* NAD 83(2001)-  35 43 53.13313(N)    082 02 51.75886(W)     ADJUSTED  
 AE9905* NAVD 88     -       467.3    (meters)    1533.     (feet)  VERTCON   
 AE9905  ___________________________________________________________________
 AE9905  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 AE9905  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 AE9905  HORZ ORDER  -  SECOND
 AE9905
 AE9905.The horizontal coordinates were established by classical geodetic methods
 AE9905.and adjusted by the National Geodetic Survey in August 2005.
 AE9905
 AE9905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9905
 AE9905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9905
 AE9905.The geoid height was determined by GEOID03.
 AE9905
 AE9905;                    North         East     Units Scale Factor Converg.
 AE9905;SPC NC       -   224,034.491   333,948.461   MT  0.99990755   -1 45 32.6
 AE9905;SPC NC       -   735,019.83  1,095,629.24   sFT  0.99990755   -1 45 32.6
 AE9905;UTM  17      - 3,954,666.256   405,251.487   MT  0.99971062   -0 36 42.8
 AE9905
 AE9905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9905!SPC NC       -   0.99993158  x   0.99990755  =   0.99983914
 AE9905!UTM  17      -   0.99993158  x   0.99971062  =   0.99964222
 AE9905
 AE9905                          SUPERSEDED SURVEY CONTROL
 AE9905
 AE9905  NAD 83(1995)-  35 43 53.13341(N)    082 02 51.75861(W) AD(       ) 2
 AE9905  NAD 83(1986)-  35 43 53.14120(N)    082 02 51.75981(W) AD(       ) 2
 AE9905  NGVD 29 (05/27/98)  467.4    (m)         1533.     (f) VERT ANG    3  
 AE9905
 AE9905.Superseded values are not recommended for survey control.
 AE9905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9905.See file dsdata.txt to determine how the superseded data were derived.
 AE9905
 AE9905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0525154666(NAD 83)
 AE9905_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9905_STAMPING: CABIN 1986
 AE9905_MARK LOGO: NCGS  
 AE9905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9905+STABILITY: SURFACE MOTION
 AE9905
 AE9905  HISTORY     - Date     Condition        Report By
 AE9905  HISTORY     - 1986     MONUMENTED       NCGS
 AE9905
 AE9905                          STATION DESCRIPTION
 AE9905
 AE9905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9905'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHWEST OF MARION. ALONG
 AE9905'US 221 AND NC 226 FOR 2.9 KM (1.80 MI) NORTH FROM US 70, OR 0.56 KM
 AE9905'(0.35 MI) NORTH OF SR 1576 (WHITSON RD), APPROXIMATELY 225-FEET WEST
 AE9905'OF THE HIGHWAY, AT HIGHEST POINT ALONG A POWER LINE RIGHT OF WAY. MARK
 AE9905'IS FLUSH WITH GROUND. LOCATED 2.68 M (8.79 FT) EAST-NORTHEAST FROM A
 AE9905'6-INCH RED OAK, 15.64 M (51.31 FT) WEST FROM AN 8-INCH CHESTNUT OAK,
 AE9905'9.75 M (31.99 FT) NORTH-NORTHEAST FROM AN 8-INCH RED OAK AND 11.06 M
 AE9905'(36.29 FT) SOUTHWEST FROM A POWER POLE--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1150 ***********************************************************************
 EZ1150  DESIGNATION -  CABINET
 EZ1150  PID         -  EZ1150
 EZ1150  STATE/COUNTY-  NC/WAKE
 EZ1150  USGS QUAD   -  APEX (1993)
 EZ1150
 EZ1150                         *CURRENT SURVEY CONTROL
 EZ1150  ___________________________________________________________________
 EZ1150* NAD 83(2001)-  35 44 36.04582(N)    078 49 07.22793(W)     ADJUSTED  
 EZ1150* NAVD 88     -       128.982  (meters)     423.17   (feet)  ADJUSTED  
 EZ1150  ___________________________________________________________________
 EZ1150  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 EZ1150  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 EZ1150  DYNAMIC HT  -         128.871 (meters)     422.80  (feet)  COMP
 EZ1150  MODELED GRAV-     979,767.7   (mgal)                       NAVD 88
 EZ1150
 EZ1150  HORZ ORDER  -  SECOND
 EZ1150  VERT ORDER  -  SECOND    CLASS II
 EZ1150
 EZ1150.The horizontal coordinates were established by classical geodetic methods
 EZ1150.and adjusted by the National Geodetic Survey in August 2005.
 EZ1150
 EZ1150.The orthometric height was determined by differential leveling
 EZ1150.and adjusted in June 1991.
 EZ1150
 EZ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1150
 EZ1150.The geoid height was determined by GEOID03.
 EZ1150
 EZ1150.The dynamic height is computed by dividing the NAVD 88
 EZ1150.geopotential number by the normal gravity value computed on the
 EZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1150.degrees latitude (g = 980.6199 gals.).
 EZ1150
 EZ1150.The modeled gravity was interpolated from observed gravity values.
 EZ1150
 EZ1150;                    North         East     Units Scale Factor Converg.
 EZ1150;SPC NC       -   221,140.178   626,001.516   MT  0.99990931   +0 06 16.8
 EZ1150;SPC NC       -   725,524.07  2,053,806.64   sFT  0.99990931   +0 06 16.8
 EZ1150;UTM  17      - 3,957,676.364   697,247.990   MT  1.00007945   +1 16 28.7
 EZ1150
 EZ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1150!SPC NC       -   0.99998482  x   0.99990931  =   0.99989413
 EZ1150!UTM  17      -   0.99998482  x   1.00007945  =   1.00006427
 EZ1150
 EZ1150:                Primary Azimuth Mark                     Grid Az
 EZ1150:SPC NC       -  DOWNS                                    103 54 10.4
 EZ1150:UTM  17      -  DOWNS                                    102 43 58.5
 EZ1150
 EZ1150|---------------------------------------------------------------------|
 EZ1150| PID    Reference Object                     Distance      Geod. Az  |
 EZ1150|                                                           dddmmss.s |
 EZ1150| EZ1151 DOWNS                               APPROX. 1.9 KM 1040027.2 |
 EZ1150|---------------------------------------------------------------------|
 EZ1150
 EZ1150                          SUPERSEDED SURVEY CONTROL
 EZ1150
 EZ1150  NAD 83(1986)-  35 44 36.05004(N)    078 49 07.23843(W) AD(       ) 2
 EZ1150  NAD 27      -  35 44 35.50515(N)    078 49 08.21522(W) AD(       ) 2
 EZ1150  NGVD 29 (??/??/92)  129.237  (m)          424.01   (f) ADJ UNCH    2 2
 EZ1150
 EZ1150.Superseded values are not recommended for survey control.
 EZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1150.See file dsdata.txt to determine how the superseded data were derived.
 EZ1150
 EZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9724857676(NAD 83)
 EZ1150_MARKER: DE = TRAVERSE STATION DISK
 EZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1150_STAMPING: CABINET 1967
 EZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1150+STABILITY: SURFACE MOTION
 EZ1150
 EZ1150  HISTORY     - Date     Condition        Report By
 EZ1150  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1150  HISTORY     - 1975     GOOD             NCGS
 EZ1150  HISTORY     - 1987     GOOD             USPSQD
 EZ1150  HISTORY     - 19910404 GOOD             USPSQD
 EZ1150
 EZ1150                          STATION DESCRIPTION
 EZ1150
 EZ1150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1150'CABINET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1150'IN THE VICINITY OF APEX, NORTH CAROLINA.
 EZ1150'
 EZ1150'CABINET IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF THE
 EZ1150'CENTER OF APEX.  TO REACH STATION PROCEED FROM THE
 EZ1150'INTERSECTION OF U.S. 64 AND U.S. 1, GO WEST ON U.S. 1 FOR 1.5
 EZ1150'MILES TO STATION.  WHICH IS ON THE NORTH SHOULDER OF U.S. 64,
 EZ1150'SOUTH OF ABOUT A 3 FOOT CUT AND 0.1 MILE EAST OF ENTRANCE
 EZ1150'TO APEX CABINET SHOP.
 EZ1150'
 EZ1150'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1150'CABINET 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ1150'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1150'
 EZ1150'MARK IS
 EZ1150'
 EZ1150'23.3 FT NNE OF C/L OF U.S. 64
 EZ1150'
 EZ1150'60.1 FT SE OF 6 INCH GUM TREE WITH ALUMINUM REF. TAG AT S
 EZ1150'EDGE OF WOODS
 EZ1150'
 EZ1150'53.0 FT SSE OF 4 INCH PINE WITH ALUMINUM REF. TAG AT S EDGE OF
 EZ1150'WOODS
 EZ1150'
 EZ1150'54.3 FT SSW OF 6 INCH OAK WITH ALUMINUM REF. TAG AT S EDGE
 EZ1150'OF WOODS
 EZ1150'
 EZ1150'101.0 FT NE OF CENTER OF CONCRETE COVER FOR STORM DRAINAGE
 EZ1150'ON S SIDE OF U.S. 64
 EZ1150
 EZ1150                          STATION RECOVERY (1975)
 EZ1150
 EZ1150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ1150'2.1 MI NE FROM APEX.
 EZ1150'CABINET IS LOCATED APPROXIMATELY 10.6 MILES WEST OF STATE
 EZ1150'CAPITOL BUILDING IN RALEIGH.  TO REACH STATION FROM THE JUNCTION
 EZ1150'OF U.S. 1 AND U.S. 64 (WEST) EAST OF APEX, PROCEED WEST ALONG
 EZ1150'U.S. 64 FOR 1.5 MILES TO STATION ON RIGHT IN NORTH SHOULDER, 0.1
 EZ1150'MILE EAST OF ENTRANCE TO APEX CABINET SHOP, 23.0 FT NORTH OF C/L
 EZ1150'U.S. 64, 98.0 FT SE OF NORTH END OF AN 18 IN CULVERT UNDER HIGHWAY,
 EZ1150'38.8 FT SSW OF A 4 IN MAPLE WITH ALUMINUM REF. TAG, AND 59.3 FT SE
 EZ1150'OF A 10 IN MAPLE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP
 EZ1150'OF CONCRETE CYLINDER 3 INCHES BELOW THE GROUND.
 EZ1150
 EZ1150                          STATION RECOVERY (1987)
 EZ1150
 EZ1150'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG)
 EZ1150'RECOVERED IN GOOD CONDITION.
 EZ1150
 EZ1150                          STATION RECOVERY (1991)
 EZ1150
 EZ1150'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 EZ1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1755 ***********************************************************************
 AJ1755  DESIGNATION -  CABINET
 AJ1755  PID         -  AJ1755
 AJ1755  STATE/COUNTY-  NC/CURRITUCK
 AJ1755  USGS QUAD   -  MOYOCK (1986)
 AJ1755
 AJ1755                         *CURRENT SURVEY CONTROL
 AJ1755  ___________________________________________________________________
 AJ1755* NAD 83(2007)-  36 31 16.01218(N)    076 12 32.46684(W)     ADJUSTED  
 AJ1755* NAVD 88     -         4.930  (meters)      16.17   (feet)  ADJUSTED  
 AJ1755  ___________________________________________________________________
 AJ1755  EPOCH DATE  -        2002.00
 AJ1755  X           -   1,223,314.810 (meters)                     COMP
 AJ1755  Y           -  -4,983,832.118 (meters)                     COMP
 AJ1755  Z           -   3,774,798.428 (meters)                     COMP
 AJ1755  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AJ1755  ELLIP HEIGHT-         -32.489 (meters)          (02/10/07) ADJUSTED
 AJ1755  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 AJ1755  DYNAMIC HT  -           4.926 (meters)      16.16  (feet)  COMP
 AJ1755
 AJ1755  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ1755  Type    PID    Designation                      North   East  Ellip
 AJ1755  -------------------------------------------------------------------
 AJ1755  NETWORK AJ1755 CABINET                           0.43   0.37   1.04
 AJ1755  -------------------------------------------------------------------
 AJ1755  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 AJ1755
 AJ1755  VERT ORDER  -  SECOND    CLASS I
 AJ1755
 AJ1755.The horizontal coordinates were established by GPS observations
 AJ1755.and adjusted by the National Geodetic Survey in February 2007.
 AJ1755
 AJ1755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ1755.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ1755.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1755.The epoch date for horizontal control is a decimal equivalence
 AJ1755.of Year/Month/Day.
 AJ1755
 AJ1755.The orthometric height was determined by differential leveling
 AJ1755.and adjusted in April 2001.
 AJ1755.No vertical observational check was made to the station.
 AJ1755
 AJ1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1755
 AJ1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1755
 AJ1755.The ellipsoidal height was determined by GPS observations
 AJ1755.and is referenced to NAD 83.
 AJ1755
 AJ1755.The geoid height was determined by GEOID03.
 AJ1755
 AJ1755.The dynamic height is computed by dividing the NAVD 88
 AJ1755.geopotential number by the normal gravity value computed on the
 AJ1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1755.degrees latitude (g = 980.6199 gals.).
 AJ1755
 AJ1755.The modeled gravity was interpolated from observed gravity values.
 AJ1755
 AJ1755;                    North         East     Units Scale Factor Converg.
 AJ1755;SPC NC       -   310,941.642   859,577.033   MT  1.00011824   +1 36 39.1
 AJ1755;SPC NC       - 1,020,147.70  2,820,128.98   sFT  1.00011824   +1 36 39.1
 AJ1755;UTM  18      - 4,042,429.920   391,753.062   MT  0.99974436   -0 43 10.5
 AJ1755
 AJ1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1755!SPC NC       -   1.00000510  x   1.00011824  =   1.00012334
 AJ1755!UTM  18      -   1.00000510  x   0.99974436  =   0.99974946
 AJ1755
 AJ1755                          SUPERSEDED SURVEY CONTROL
 AJ1755
 AJ1755  NAD 83(2001)-  36 31 16.01296(N)    076 12 32.46639(W) AD(       ) 1
 AJ1755  ELLIP H (05/07/03)  -32.479  (m)                       GP(       ) 3 1
 AJ1755  NAD 83(1986)-  36 31 16.02555(N)    076 12 32.49595(W) AD(       ) 1
 AJ1755  NAVD 88 (05/05/03)    4.93   (m)           16.2    (f) LEVELING    3  
 AJ1755
 AJ1755.Superseded values are not recommended for survey control.
 AJ1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1755.See file dsdata.txt to determine how the superseded data were derived.
 AJ1755
 AJ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9175342430(NAD 83)
 AJ1755_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1755_STAMPING: CABINET 1995
 AJ1755_MARK LOGO: NCGS  
 AJ1755_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1755+STABILITY: SURFACE MOTION
 AJ1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1755+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 AJ1755
 AJ1755  HISTORY     - Date     Condition        Report By
 AJ1755  HISTORY     - 1995     MONUMENTED       NCGS
 AJ1755  HISTORY     - 20041103 GOOD             NCGS
 AJ1755
 AJ1755                          STATION DESCRIPTION
 AJ1755
 AJ1755'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AJ1755'STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) WEST OF MOYOCK AND 8.4 MI
 AJ1755'(13.5 KM) NORTHEAST OF SOUTH MILLS.  ALONG NC 168 FOR 0.35 MI (0.56
 AJ1755'KM) NORTHWEST FROM THE MOYOCK POST OFFICE TO SR 1227 (SOUTH MILLS
 AJ1755'ROAD), THENCE ALONG SR 1227 FOR 1.7 MI (2.7 KM) TO STATION, IN NORTH
 AJ1755'SHOULDER.  MARK IS ABOUT LEVEL WITH SR 1227 AND RECESSED 2-INCHES
 AJ1755'BELOW THE GROUND.  LOCATED 15.7 FT (4.8 M) NORTHEAST OF THE CENTERLINE
 AJ1755'OF SR 1227, 146 FEET (44.5 M) NORTHWEST OF A PATH LEADING NORTHEAST,
 AJ1755'168.3 FT (51.3 M) NORTHWEST OF 32-INCH OAK WITH REFERENCE TAG, AND
 AJ1755'38.2 FT (11.6 M) SOUTHWEST OF POWER POLE (55N) WITH TWO GUY WIRES AND
 AJ1755'A REFERENCE TAG.
 AJ1755
 AJ1755                          STATION RECOVERY (2004)
 AJ1755
 AJ1755'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 AJ1755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB0153 ***********************************************************************
 EB0153  DESIGNATION -  CABLE
 EB0153  PID         -  EB0153
 EB0153  STATE/COUNTY-  NC/BLADEN
 EB0153  USGS QUAD   -  SINGLETARY LAKE (1986)
 EB0153
 EB0153                         *CURRENT SURVEY CONTROL
 EB0153  ___________________________________________________________________
 EB0153* NAD 83(2001)-  34 33 29.75022(N)    078 29 57.43371(W)     ADJUSTED  
 EB0153* NAVD 88     -        27.944  (meters)      91.68   (feet)  ADJUSTED  
 EB0153  ___________________________________________________________________
 EB0153  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 EB0153  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 EB0153  DYNAMIC HT  -          27.917 (meters)      91.59  (feet)  COMP
 EB0153  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 EB0153
 EB0153  HORZ ORDER  -  SECOND
 EB0153  VERT ORDER  -  SECOND    CLASS II
 EB0153
 EB0153.The horizontal coordinates were established by classical geodetic methods
 EB0153.and adjusted by the National Geodetic Survey in August 2005.
 EB0153
 EB0153.The orthometric height was determined by differential leveling
 EB0153.and adjusted in June 1991.
 EB0153
 EB0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB0153
 EB0153.The geoid height was determined by GEOID03.
 EB0153
 EB0153.The dynamic height is computed by dividing the NAVD 88
 EB0153.geopotential number by the normal gravity value computed on the
 EB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB0153.degrees latitude (g = 980.6199 gals.).
 EB0153
 EB0153.The modeled gravity was interpolated from observed gravity values.
 EB0153
 EB0153;                    North         East     Units Scale Factor Converg.
 EB0153;SPC NC       -    89,778.322   655,551.955   MT  0.99994530   +0 17 20.4
 EB0153;SPC NC       -   294,547.71  2,150,756.71   sFT  0.99994530   +0 17 20.4
 EB0153;UTM  17      - 3,826,899.278   729,439.900   MT  1.00024891   +1 25 08.9
 EB0153
 EB0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB0153!SPC NC       -   1.00000111  x   0.99994530  =   0.99994641
 EB0153!UTM  17      -   1.00000111  x   1.00024891  =   1.00025002
 EB0153
 EB0153:                Primary Azimuth Mark                     Grid Az
 EB0153:SPC NC       -  MONROE RM 5                              149 02 42.9
 EB0153:UTM  17      -  MONROE RM 5                              147 54 54.4
 EB0153
 EB0153|---------------------------------------------------------------------|
 EB0153| PID    Reference Object                     Distance      Geod. Az  |
 EB0153|                                                           dddmmss.s |
 EB0153| EB0154 MONROE RM 5                         APPROX. 0.8 KM 1492003.3 |
 EB0153|---------------------------------------------------------------------|
 EB0153
 EB0153                          SUPERSEDED SURVEY CONTROL
 EB0153
 EB0153  NAD 83(1986)-  34 33 29.75900(N)    078 29 57.44449(W) AD(       ) 2
 EB0153  NAD 27      -  34 33 29.14157(N)    078 29 58.41977(W) AD(       ) 2
 EB0153  NGVD 29 (??/??/92)   28.238  (m)           92.64   (f) ADJ UNCH    2 2
 EB0153
 EB0153.Superseded values are not recommended for survey control.
 EB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB0153.See file dsdata.txt to determine how the superseded data were derived.
 EB0153
 EB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2944026899(NAD 83)
 EB0153_MARKER: DE = TRAVERSE STATION DISK
 EB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB0153_STAMPING: CABLE 1973
 EB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB0153+STABILITY: SURFACE MOTION
 EB0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EB0153+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2007
 EB0153
 EB0153  HISTORY     - Date     Condition        Report By
 EB0153  HISTORY     - 1973     MONUMENTED       NCGS
 EB0153  HISTORY     - 1974     GOOD             NCGS
 EB0153  HISTORY     - 1985     GOOD             USPSQD
 EB0153  HISTORY     - 20071218 GOOD             GEOCAC
 EB0153
 EB0153                          STATION DESCRIPTION
 EB0153
 EB0153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB0153'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB0153'VICINITY OF LISBON, NORTH CAROLINA.
 EB0153'
 EB0153'CABLE IS LOCATED APPROXIMATELY 3.3 MILES NNE OF LISBON, AND 7.7
 EB0153'MILES SE OF ELIZABETHTOWN.  TO REACH STATION FROM THE POST OFFICE
 EB0153'IN ELIZABETHTOWN, PROCEED SE ALONG NC 87 FOR 7.95 MILES TO STATION
 EB0153'ON THE LEFT ON TOP OF BANK, AND 0.75 MILES SE OF HAMMOND CREEK
 EB0153'BRIDGE.
 EB0153'
 EB0153'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CABLE
 EB0153'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB0153'PROJECTING 3 INCHES ABOVE THE GROUND.
 EB0153'
 EB0153'MARK IS
 EB0153'
 EB0153'46.8 FEET NE OF C/L OF NC 87.
 EB0153'23.9 FEET WSW OF 6 INCH PINE TREE W/ALUMINUM REF. TAG.
 EB0153'22.2 FEET S OF A TELEPHONE JUNCTION BOX 4 INCH BY 4 INCH METAL BOX.
 EB0153'131.0 FEET SSE OF PP NO. 8975 W/ALUMINUM REF. TAG.
 EB0153'34.8 FEET W OF 9 INCH PINE TREE W/ALUMINUM REF. TAG.
 EB0153
 EB0153                          STATION RECOVERY (1974)
 EB0153
 EB0153'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EB0153'7.7 MI SE FROM ELIZABETHTOWN.
 EB0153'TO REACH STATION FROM THE POST OFFICE IN ELIZABETHTOWN, PROCEED
 EB0153'SE ALONG NC 87 FOR 7.95 MILES TO STATION ON THE LEFT ON TOP OF
 EB0153'BANK, AND 0.75 MILE SE OF HAMMOND CREEK BRIDGE, 46.8 FT NE OF
 EB0153'C/L OF NC 87, 23.9 FT WSW OF 6 IN PINE TREE WITH ALUMINUM REF.
 EB0153'TAG, 22.3 FT SOUTH OF TELEPHONE JUNCTION BOX 4 X 4 METAL BOX,
 EB0153'131.0 FT SSE OF PP 8975 WITH ALUMINUM REF. TAG, AND 34.8 FT WEST
 EB0153'OF 9 IN PINE TREE WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EB0153'CONCRETE CYLINDER, PROJECTING 3 INCHES ABOVE THE GROUND.
 EB0153
 EB0153                          STATION RECOVERY (1985)
 EB0153
 EB0153'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EB0153'CABLE 1973 FOUND GOOD.
 EB0153
 EB0153                          STATION RECOVERY (2007)
 EB0153
 EB0153'RECOVERY NOTE BY GEOCACHING 2007 (JIJ)
 EB0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1205 ***********************************************************************
 EA1205  DESIGNATION -  CABLE
 EA1205  PID         -  EA1205
 EA1205  STATE/COUNTY-  NC/ONSLOW
 EA1205  USGS QUAD   -  SNEADS FERRY (1988)
 EA1205
 EA1205                         *CURRENT SURVEY CONTROL
 EA1205  ___________________________________________________________________
 EA1205* NAD 83(2001)-  34 36 55.73195(N)    077 29 04.08824(W)     ADJUSTED  
 EA1205* NAVD 88     -        21.214  (meters)      69.60   (feet)  ADJUSTED  
 EA1205  ___________________________________________________________________
 EA1205  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EA1205  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA1205  DYNAMIC HT  -          21.193 (meters)      69.53  (feet)  COMP
 EA1205  MODELED GRAV-     979,663.2   (mgal)                       NAVD 88
 EA1205
 EA1205  HORZ ORDER  -  SECOND
 EA1205  VERT ORDER  -  FIRST     CLASS II
 EA1205
 EA1205.The horizontal coordinates were established by classical geodetic methods
 EA1205.and adjusted by the National Geodetic Survey in August 2005.
 EA1205
 EA1205.The orthometric height was determined by differential leveling
 EA1205.and adjusted in June 1991.
 EA1205
 EA1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1205
 EA1205.The geoid height was determined by GEOID03.
 EA1205
 EA1205.The dynamic height is computed by dividing the NAVD 88
 EA1205.geopotential number by the normal gravity value computed on the
 EA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1205.degrees latitude (g = 980.6199 gals.).
 EA1205
 EA1205.The modeled gravity was interpolated from observed gravity values.
 EA1205
 EA1205;                    North         East     Units Scale Factor Converg.
 EA1205;SPC NC       -    97,070.226   748,580.754   MT  0.99993381   +0 52 29.0
 EA1205;SPC NC       -   318,471.23  2,455,968.69   sFT  0.99993381   +0 52 29.0
 EA1205;UTM  18      - 3,833,209.338   272,207.137   MT  1.00023962   -1 24 43.0
 EA1205
 EA1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1205!SPC NC       -   1.00000251  x   0.99993381  =   0.99993632
 EA1205!UTM  18      -   1.00000251  x   1.00023962  =   1.00024213
 EA1205
 EA1205:                Primary Azimuth Mark                     Grid Az
 EA1205:SPC NC       -  MISTY                                    006 36 42.5
 EA1205:UTM  18      -  MISTY                                    008 53 54.5
 EA1205
 EA1205|---------------------------------------------------------------------|
 EA1205| PID    Reference Object                     Distance      Geod. Az  |
 EA1205|                                                           dddmmss.s |
 EA1205| EA1204 MISTY                               APPROX. 0.9 KM 0072911.5 |
 EA1205|---------------------------------------------------------------------|
 EA1205
 EA1205                          SUPERSEDED SURVEY CONTROL
 EA1205
 EA1205  NAD 83(1986)-  34 36 55.74408(N)    077 29 04.09208(W) AD(       ) 2
 EA1205  NAD 83(1986)-  34 36 55.74768(N)    077 29 04.10404(W) AD(       ) 2
 EA1205  NAD 27      -  34 36 55.15263(N)    077 29 05.22728(W) AD(       ) 2
 EA1205  NAVD 88 (11/24/04)   21.21   (m)           69.6    (f) LEVELING    3  
 EA1205  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG    3  
 EA1205
 EA1205.Superseded values are not recommended for survey control.
 EA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1205.See file dsdata.txt to determine how the superseded data were derived.
 EA1205
 EA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7220733209(NAD 83)
 EA1205_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1205_SP_SET: CONCRETE POST
 EA1205_STAMPING: CABLE 1974
 EA1205_MARK LOGO: NCGS  
 EA1205_PROJECTION: RECESSED 3 CENTIMETERS
 EA1205_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1205+STABILITY: SURFACE MOTION
 EA1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1205+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1988
 EA1205
 EA1205  HISTORY     - Date     Condition        Report By
 EA1205  HISTORY     - 1974     MONUMENTED       NCGS
 EA1205  HISTORY     - 1979     GOOD             NCGS
 EA1205  HISTORY     - 1979     GOOD             NCGS
 EA1205  HISTORY     - 1985     GOOD             USPSQD
 EA1205  HISTORY     - 19880407 GOOD             NCGS
 EA1205  HISTORY     - 1989     GOOD             USPSQD
 EA1205  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 EA1205  HISTORY     - 19990203 SEE DESCRIPTION  NCGS
 EA1205
 EA1205                          STATION DESCRIPTION
 EA1205
 EA1205'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1205'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1205'THE VICINITY OF DIXON COMMUNITY, NORTH CAROLINA.
 EA1205'
 EA1205'CABLE IS LOCATED APPROXIMATELY 1.8 MILES NORTH OF DIXON, 3.9 MILES
 EA1205'SOUTH OF VERONA, AND 10.0 MILES SSW OF JACKSONVILLE.  TO REACH
 EA1205'STATION FROM INTERSECTION OF U.S. 17 WITH NC 210 AT DIXON, PROCEED
 EA1205'NORTHERLY ALONG U.S. 17 FOR 1.9 MILES TO STATION ON LEFT AT A
 EA1205'TELEPHONE CABLE PEDESTAL, AND 0.10 MILE NORTH OF SR 1103.
 EA1205'
 EA1205'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1205'CABLE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA1205'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA1205'
 EA1205'MARK IS 41.0 FT W OF C/L OF U.S. 17.
 EA1205'
 EA1205'44.3 FT E OF E RAIL OF RAILROAD.
 EA1205'
 EA1205'6.5 FT N OF TELEPHONE WARNING SIGN POST FOR UNDERGROUND CABLE
 EA1205'WITH ALUMINUM REF. TAG.
 EA1205'
 EA1205'48.3 FT NE OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EA1205'
 EA1205'56.0 FT S OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG.
 EA1205
 EA1205                          STATION RECOVERY (1979)
 EA1205
 EA1205'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA1205'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TWO
 EA1205'PINES WERE NOT FOUND AND TWO MORE WERE USED.
 EA1205'
 EA1205'THE MARK IS 16.1 FEET NORTHEAST OF A 6 INCH PINE AND 35.4 FEET
 EA1205'SOUTHEAST OF A 10 INCH PINE (BOTH WITH REFERENCE TAGS).
 EA1205
 EA1205                          STATION RECOVERY (1979)
 EA1205
 EA1205'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1205'1.9 MI NORTH FROM DIXON.
 EA1205'1.95 MILES NORTHEAST ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 210
 EA1205'AT DIXON SCHOOL, ON WEST SIDE OF HIGHWAY AND 0.1 MILE NORTH OF
 EA1205'JUNCTION WITH SR 1103, 41.0 FEET WEST OF CENTERLINE OF HIGHWAY,
 EA1205'44.3 FEET EAST OF EAST RAIL, 6.5 FEET NORTH OF TELEPHONE CABLE
 EA1205'WARNING SIGN POST WITH REFERENCE TAG, 16.1 FEET NORTHEAST OF 6
 EA1205'INCH PINE WITH REFERENCE TAG AND 35.4 FEET SOUTHEAST OF 10 INCH
 EA1205'PINE WITH REFERENCE TAG.
 EA1205'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1205
 EA1205                          STATION RECOVERY (1985)
 EA1205
 EA1205'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1205'RECOVERED IN GOOD CONDITION.
 EA1205
 EA1205                          STATION RECOVERY (1988)
 EA1205
 EA1205'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 EA1205'RECOVERED AS DESCRIBED.
 EA1205
 EA1205                          STATION RECOVERY (1989)
 EA1205
 EA1205'RECOVERY NOTE BY US POWER SQUADRON 1989 (BLW)
 EA1205'RECOVERED IN GOOD CONDITION.
 EA1205
 EA1205                          STATION RECOVERY (1998)
 EA1205
 EA1205'RECOVERY NOTE BY US POWER SQUADRON 1998
 EA1205'MARK NOT FOUND.
 EA1205
 EA1205                          STATION RECOVERY (1999)
 EA1205
 EA1205'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (RCC)
 EA1205'PROBABLY DESTROYED. LOCATION IS WITHIN AN OVERPASS AREA WHERE A GREAT
 EA1205'AMOUNT OF CUT-AND-FILL HAS TAKEN PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0312 ***********************************************************************
 FA0312  DESIGNATION -  CABLE
 FA0312  PID         -  FA0312
 FA0312  STATE/COUNTY-  NC/MECKLENBURG
 FA0312  USGS QUAD   -  FORT MILL (1993)
 FA0312
 FA0312                         *CURRENT SURVEY CONTROL
 FA0312  ___________________________________________________________________
 FA0312* NAD 83(2001)-  35 07 18.73530(N)    080 58 53.48865(W)     ADJUSTED  
 FA0312* NAVD 88     -       194.385  (meters)     637.74   (feet)  ADJUSTED  
 FA0312  ___________________________________________________________________
 FA0312  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 FA0312  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA0312  DYNAMIC HT  -         194.205 (meters)     637.15  (feet)  COMP
 FA0312  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 FA0312
 FA0312  HORZ ORDER  -  SECOND
 FA0312  VERT ORDER  -  SECOND    CLASS 0
 FA0312
 FA0312.The horizontal coordinates were established by classical geodetic methods
 FA0312.and adjusted by the National Geodetic Survey in August 2005.
 FA0312
 FA0312.The orthometric height was determined by differential leveling
 FA0312.and adjusted in June 1991.
 FA0312
 FA0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0312
 FA0312.The geoid height was determined by GEOID03.
 FA0312
 FA0312.The dynamic height is computed by dividing the NAVD 88
 FA0312.geopotential number by the normal gravity value computed on the
 FA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0312.degrees latitude (g = 980.6199 gals.).
 FA0312
 FA0312.The modeled gravity was interpolated from observed gravity values.
 FA0312
 FA0312;                    North         East     Units Scale Factor Converg.
 FA0312;SPC NC       -   153,983.955   429,014.617   MT  0.99987515   -1 08 37.2
 FA0312;SPC NC       -   505,195.69  1,407,525.46   sFT  0.99987515   -1 08 37.2
 FA0312;UTM  17      - 3,886,558.378   501,683.405   MT  0.99960003   +0 00 38.3
 FA0312
 FA0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0312!SPC NC       -   0.99997427  x   0.99987515  =   0.99984943
 FA0312!UTM  17      -   0.99997427  x   0.99960003  =   0.99957432
 FA0312
 FA0312:                Primary Azimuth Mark                     Grid Az
 FA0312:SPC NC       -  NEELY                                    013 12 12.5
 FA0312:UTM  17      -  NEELY                                    012 02 57.0
 FA0312
 FA0312|---------------------------------------------------------------------|
 FA0312| PID    Reference Object                     Distance      Geod. Az  |
 FA0312|                                                           dddmmss.s |
 FA0312| FA0311 NEELY                               460.206 METERS 0120335.3 |
 FA0312| FA0313 PHILEMON                            352.622 METERS 20728     |
 FA0312|---------------------------------------------------------------------|
 FA0312
 FA0312                          SUPERSEDED SURVEY CONTROL
 FA0312
 FA0312  NAD 83(1986)-  35 07 18.75680(N)    080 58 53.50054(W) AD(       ) 2
 FA0312  NAD 27      -  35 07 18.22490(N)    080 58 54.22847(W) AD(       ) 2
 FA0312  NGVD 29 (??/??/92)  194.617  (m)          638.51   (f) ADJ UNCH    2 0
 FA0312
 FA0312.Superseded values are not recommended for survey control.
 FA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0312.See file dsdata.txt to determine how the superseded data were derived.
 FA0312
 FA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0168386558(NAD 83)
 FA0312_MARKER: DE = TRAVERSE STATION DISK
 FA0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0312_STAMPING: CABLE 1970
 FA0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0312+STABILITY: SURFACE MOTION
 FA0312
 FA0312  HISTORY     - Date     Condition        Report By
 FA0312  HISTORY     - 1970     MONUMENTED       NCGS
 FA0312  HISTORY     - 1972     GOOD             NCGS
 FA0312  HISTORY     - 1977     GOOD             LOCSUR
 FA0312  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0312  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 FA0312
 FA0312                          STATION DESCRIPTION
 FA0312
 FA0312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0312'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0312'VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0312'
 FA0312'CABLE IS LOCATED APPROXIMATELY 10 MILES SOUTHWEST OF CHARLOTTE.  TO
 FA0312'REACH STATION PROCEED FROM THE INTERSECTION OF NC 49 AND NC 160,
 FA0312'GO NORTH ON NC 160 FOR 1.5 MILES TO STATION ON RIGHT (E SIDE) OF NC
 FA0312'160, 0.25 MILE SOUTH OF INTERSECTION OF NC 160 AND SR 1118, AND AT
 FA0312'N END OF A CURVE AND BEGINNING OF A LINE OF TREES ON LEFT (E) SIDE
 FA0312'OF NC 160.
 FA0312'
 FA0312'STATION MARK IS A STANDARD N. C. GEODETIC SURVEY BRASS TRAVERSE DISK,
 FA0312'STAMPED CABLE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FA0312'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 FA0312'
 FA0312'MARK IS
 FA0312'26.2 FEET E OF C/L OF NC 160.
 FA0312'126.2 FEET S OF C/L OF GRAVEL DRIVE.
 FA0312'159.0 FEET S OF ALUMINUM REF. TAG ON TP.
 FA0312'8.9 FEET SW OF ALUMINUM REF. TAG ON TP.
 FA0312'5.8 FEET SW OF TOP OF TELEPHONE JUNCTION BOX.
 FA0312'35.8 FEET NW OF ALUMINUM REF. TAG ON 6 INCH HICKORY TREE.
 FA0312'13.5 FEET NW OF BASE OF GUY CABLE FOR TP.
 FA0312
 FA0312                          STATION RECOVERY (1972)
 FA0312
 FA0312'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0312'10.6 MI SW FROM CHARLOTTE.
 FA0312'STATION IS LOCATED APPROXIMATELY 3.5 MILES S OF SMALL COMMUNITY
 FA0312'OF SHOPTON, AND ABOUT 1.5 MI. N ALONG NC 160 FROM INTERSECTION WITH
 FA0312'NC 49, 0.25 MI. S OF INTERSECTION WITH SR 1118, AT S END OF A LINE
 FA0312'OF TREES ON E SIDE OF HIGHWAY, 26.2 FT E OF C/L OF NC 160, 126.2
 FA0312'FT S OF C/L OF GRAVEL DRIVEWAY, 8.9 FT SW OF ALUMINUM REF. TAG
 FA0312'ON TP, 5.8 FT SW OF TOP OF TELEPHONE EQUIPMENT BOX, AND 13.5 FT
 FA0312'NW OF BASE OF GUY CABLE FOR TP.  DISK IS SET IN CONCRETE CYLINDER,
 FA0312'4 INCHES BELOW THE GROUND.
 FA0312
 FA0312                          STATION RECOVERY (1977)
 FA0312
 FA0312'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0312'RECOVERED IN GOOD CONDITION.
 FA0312
 FA0312                          STATION RECOVERY (1984)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1984 (MM)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1987)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1987)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1987)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1988)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1989)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1990)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0312'MARK NOT FOUND.
 FA0312
 FA0312                          STATION RECOVERY (1999)
 FA0312
 FA0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2766 ***********************************************************************
 FA2766  DESIGNATION -  CABLE
 FA2766  PID         -  FA2766
 FA2766  STATE/COUNTY-  NC/IREDELL
 FA2766  USGS QUAD   -  TROUTMAN (1993)
 FA2766
 FA2766                         *CURRENT SURVEY CONTROL
 FA2766  ___________________________________________________________________
 FA2766* NAD 83(2001)-  35 43 34.74353(N)    080 55 25.59862(W)     ADJUSTED  
 FA2766* NAVD 88     -       291.7    (meters)     957.     (feet)  VERTCON   
 FA2766  ___________________________________________________________________
 FA2766  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FA2766  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 FA2766  HORZ ORDER  -  SECOND
 FA2766
 FA2766.The horizontal coordinates were established by classical geodetic methods
 FA2766.and adjusted by the National Geodetic Survey in August 2005.
 FA2766
 FA2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2766
 FA2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2766
 FA2766.The geoid height was determined by GEOID03.
 FA2766
 FA2766;                    North         East     Units Scale Factor Converg.
 FA2766;SPC NC       -   220,922.289   435,576.134   MT  0.99990680   -1 06 37.2
 FA2766;SPC NC       -   724,809.21  1,429,052.70   sFT  0.99990680   -1 06 37.2
 FA2766;UTM  17      - 3,953,596.451   506,893.421   MT  0.99960059   +0 02 40.2
 FA2766
 FA2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2766!SPC NC       -   0.99995922  x   0.99990680  =   0.99986603
 FA2766!UTM  17      -   0.99995922  x   0.99960059  =   0.99955983
 FA2766
 FA2766|---------------------------------------------------------------------|
 FA2766| PID    Reference Object                     Distance      Geod. Az  |
 FA2766|                                                           dddmmss.s |
 FA2766| FA2780 WILLIAM                             331.826 METERS 08311     |
 FA2766| FA2769 FEED                                415.137 METERS 2893415.0 |
 FA2766|---------------------------------------------------------------------|
 FA2766
 FA2766                          SUPERSEDED SURVEY CONTROL
 FA2766
 FA2766  NAD 83(1986)-  35 43 34.75287(N)    080 55 25.60650(W) AD(       ) 2
 FA2766  NAD 27      -  35 43 34.27110(N)    080 55 26.34053(W) AD(       ) 2
 FA2766  NGVD 29 (07/19/86)  291.9    (m)          958.     (f) VERT ANG    3  
 FA2766
 FA2766.Superseded values are not recommended for survey control.
 FA2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2766.See file dsdata.txt to determine how the superseded data were derived.
 FA2766
 FA2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0689353596(NAD 83)
 FA2766_MARKER: DE = TRAVERSE STATION DISK
 FA2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2766_STAMPING: CABLE 1963
 FA2766_MARK LOGO: NCGS  
 FA2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2766+STABILITY: SURFACE MOTION
 FA2766
 FA2766  HISTORY     - Date     Condition        Report By
 FA2766  HISTORY     - 1963     MONUMENTED       NCGS
 FA2766  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FA2766  HISTORY     - 20040921 MARK NOT FOUND   USPSQD
 FA2766
 FA2766                          STATION DESCRIPTION
 FA2766
 FA2766'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WGM)
 FA2766'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2766'ON A LINE RUNNING FROM C AND GS TRIANGULATION STATION EUFOLA TO
 FA2766'C AND GS TRIANGULATION STATION OSWALT, ALL IN THE VICINITY OF
 FA2766'STATESVILLE, NORTH CAROLINA.
 FA2766'
 FA2766'CABLE IS 4.5 MILES SSW OF THE CENTER OF STATESVILLE, LOCATED
 FA2766'1.4 MILE E ALONG SR 1005 FROM INTERSECTION OF SR 1004 AND
 FA2766'SR 1005.  1.8 MILES W OF INTERSECTION OF U.S. 21 AND SR
 FA2766'1005.  0.2 MILE W OF INTERSECTION OF SR 1005 AND SR 1381 AND IN
 FA2766'THE SE QUADRANGLE OF SR 1005 AND SR 1334.
 FA2766'
 FA2766'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2766'CABLE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2766'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2766'
 FA2766'MARK IS
 FA2766'
 FA2766'16.0 FT S OF C/L OF SR 1005
 FA2766'
 FA2766'48.0 FT E OF C/L OF SR 1334
 FA2766'
 FA2766'9.8 FT N OF 3 LEAD NAILS IN TP 1188
 FA2766'
 FA2766'122.5 FT E OF 3 LEAD NAILS IN TP 1189
 FA2766'
 FA2766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2766
 FA2766                          STATION RECOVERY (1986)
 FA2766
 FA2766'RECOVERY NOTE BY US POWER SQUADRON 1986 (CWP)
 FA2766'MARK NOT FOUND.
 FA2766
 FA2766                          STATION RECOVERY (2004)
 FA2766
 FA2766'RECOVERY NOTE BY US POWER SQUADRON 2004 (MSB)
 FA2766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2977 ***********************************************************************
 EB2977  DESIGNATION -  CABLE
 EB2977  PID         -  EB2977
 EB2977  STATE/COUNTY-  NC/RICHMOND
 EB2977  USGS QUAD   -  ROCKINGHAM (1982)
 EB2977
 EB2977                         *CURRENT SURVEY CONTROL
 EB2977  ___________________________________________________________________
 EB2977* NAD 83(2001)-  34 57 24.04990(N)    079 49 30.16770(W)     ADJUSTED  
 EB2977* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 EB2977  ___________________________________________________________________
 EB2977  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EB2977  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EB2977  HORZ ORDER  -  SECOND
 EB2977
 EB2977.The horizontal coordinates were established by classical geodetic methods
 EB2977.and adjusted by the National Geodetic Survey in August 2005.
 EB2977
 EB2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2977
 EB2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2977
 EB2977.The geoid height was determined by GEOID03.
 EB2977
 EB2977;                    North         East     Units Scale Factor Converg.
 EB2977;SPC NC       -   134,170.436   534,254.030   MT  0.99988578   -0 28 34.3
 EB2977;SPC NC       -   440,190.84  1,752,798.43   sFT  0.99988578   -0 28 34.3
 EB2977;UTM  17      - 3,868,869.387   607,275.522   MT  0.99974183   +0 40 23.7
 EB2977
 EB2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2977!SPC NC       -   0.99998542  x   0.99988578  =   0.99987120
 EB2977!UTM  17      -   0.99998542  x   0.99974183  =   0.99972725
 EB2977
 EB2977|---------------------------------------------------------------------|
 EB2977| PID    Reference Object                     Distance      Geod. Az  |
 EB2977|                                                           dddmmss.s |
 EB2977| EB2968 NICHOLS                             379.717 METERS 08607     |
 EB2977| EB2975 BARBEE                              439.336 METERS 2535845.6 |
 EB2977|---------------------------------------------------------------------|
 EB2977
 EB2977                          SUPERSEDED SURVEY CONTROL
 EB2977
 EB2977  NAD 83(1986)-  34 57 24.05526(N)    079 49 30.17581(W) AD(       ) 2
 EB2977  NAD 27      -  34 57 23.49986(N)    079 49 30.97756(W) AD(       ) 2
 EB2977  NGVD 29 (07/19/86)  124.2    (m)          407.     (f) VERT ANG    3  
 EB2977
 EB2977.Superseded values are not recommended for survey control.
 EB2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2977.See file dsdata.txt to determine how the superseded data were derived.
 EB2977
 EB2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU0727668869(NAD 83)
 EB2977_MARKER: DE = TRAVERSE STATION DISK
 EB2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2977_STAMPING: CABLE 1970
 EB2977_MARK LOGO: NCGS  
 EB2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2977+STABILITY: SURFACE MOTION
 EB2977
 EB2977  HISTORY     - Date     Condition        Report By
 EB2977  HISTORY     - 1970     MONUMENTED       NCGS
 EB2977  HISTORY     - 1981     GOOD             NCDOT
 EB2977
 EB2977                          STATION DESCRIPTION
 EB2977
 EB2977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2977'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2977'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2977'
 EB2977'CABLE IS LOCATED APPROXIMATELY 3.5 MILES WNW OF ROCKINGHAM AND 2.8
 EB2977'MILES NORTH OF CORDOVA.  TO REACH STATION PROCEED FROM THE
 EB2977'INTERSECTION OF US 74 AND US 220 IN THE NORTHWEST SECTION OF
 EB2977'ROCKINGHAM, GO WEST ON US 74 FOR 1.85 MILES TO Y INTERSECTION OF
 EB2977'US 74 AND SR 1140, CONTINUE WEST ON US 74 FOR 0.2 MILE TO STATION ON
 EB2977'RIGHT, ON TOP OF BANK, AND 2.55 MILES WEST OF BRIDGE ON US 74 OVER
 EB2977'THE PEE DEE RIVER.
 EB2977'
 EB2977'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CABLE
 EB2977'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2977'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2977'
 EB2977'MARK IS
 EB2977'
 EB2977'45.0 FEET N OF C/L OF US 74.
 EB2977'18.4 FEET SSE OF ALUMINUM REF. TAG ON PP NO. 1.
 EB2977'7.7 FEET WSW OF BASE OF GUY WIRE.
 EB2977'144.3 FEET WSW OF ALUMINUM REF. TAG ON POST ON R/W SIGN.
 EB2977'84.8 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE.
 EB2977'51.5 FEET SW OF BASE OF 3 INCH CEDAR TREE.
 EB2977
 EB2977                          STATION RECOVERY (1981)
 EB2977
 EB2977'RECOVERY NOTE BY 
NC DOT 1981 (CLB)
 EB2977'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOTH
 EB2977'STATIONS WHICH WERE VISIABLE FROM THE GROUND WERE NOT FOUND AND
 EB2977'BELIEVED DESTROYED.  THEREFORE, A GRID AZIMUTH TO ZION METHODIST
 EB2977'CHURCH STEEPLE WAS OBSERVED TO BE 303-40-37.5 VIA A TRAVERSE DONE BY
 EB2977'THIS PARTY AT THIS TIME.  THE STEEPLE IS ATOP THE CHURCH ABOUT
 EB2977'1200 FEET SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2041 ***********************************************************************
 EA2041  DESIGNATION -  CABLE
 EA2041  PID         -  EA2041
 EA2041  STATE/COUNTY-  NC/CARTERET
 EA2041  USGS QUAD   -  NEWPORT (1994)
 EA2041
 EA2041                         *CURRENT SURVEY CONTROL
 EA2041  ___________________________________________________________________
 EA2041* NAD 83(2001)-  34 45 51.74324(N)    076 45 08.66024(W)     ADJUSTED  
 EA2041* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 EA2041  ___________________________________________________________________
 EA2041  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 EA2041  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA2041  HORZ ORDER  -  SECOND
 EA2041
 EA2041.The horizontal coordinates were established by classical geodetic methods
 EA2041.and adjusted by the National Geodetic Survey in August 2005.
 EA2041
 EA2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2041
 EA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2041
 EA2041.The geoid height was determined by GEOID03.
 EA2041
 EA2041;                    North         East     Units Scale Factor Converg.
 EA2041;SPC NC       -   114,854.407   815,330.027   MT  0.99990853   +1 17 50.1
 EA2041;SPC NC       -   376,818.17  2,674,961.93   sFT  0.99990853   +1 17 50.1
 EA2041;UTM  18      - 3,848,312.166   339,624.225   MT  0.99991702   -0 59 58.0
 EA2041
 EA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2041!SPC NC       -   1.00000557  x   0.99990853  =   0.99991410
 EA2041!UTM  18      -   1.00000557  x   0.99991702  =   0.99992259
 EA2041
 EA2041|---------------------------------------------------------------------|
 EA2041| PID    Reference Object                     Distance      Geod. Az  |
 EA2041|                                                           dddmmss.s |
 EA2041| EA3254 CABLE RM 1                           28.529 METERS 00722     |
 EA2041| EA1654 TURTLE                              APPROX. 1.6 KM 0395350.7 |
 EA2041| EA3255 CABLE RM 2                           19.428 METERS 20339     |
 EA2041|---------------------------------------------------------------------|
 EA2041
 EA2041                          SUPERSEDED SURVEY CONTROL
 EA2041
 EA2041  NAD 83(1986)-  34 45 51.75100(N)    076 45 08.66955(W) AD(       ) 2
 EA2041  NAD 27      -  34 45 51.17284(N)    076 45 09.90753(W) AD(       ) 2
 EA2041  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG    3  
 EA2041
 EA2041.Superseded values are not recommended for survey control.
 EA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2041.See file dsdata.txt to determine how the superseded data were derived.
 EA2041
 EA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3962448312(NAD 83)
 EA2041_MARKER: DE = TRAVERSE STATION DISK
 EA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2041_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA2041_STAMPING: CABLE 1966
 EA2041_MARK LOGO: NCGS  
 EA2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2041
 EA2041  HISTORY     - Date     Condition        Report By
 EA2041  HISTORY     - 1966     MONUMENTED       NCGS
 EA2041  HISTORY     - 19840101 SEE DESCRIPTION  NCGS
 EA2041
 EA2041                          STATION DESCRIPTION
 EA2041
 EA2041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (JBC)
 EA2041'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA2041'IN THE VICINITY OF MOREHEAD CITY, NORTH CAROLINA.
 EA2041'
 EA2041'CABLE IS 6.2 MILES SE OF INTERSECTION OF U.S. 70 AND SR 1206
 EA2041'IN NEWPORT AND 3.2 MILES NW OF INTERSECTION OF U.S. 70 AND SR
 EA2041'1176 IN MOREHEAD CITY.  TO REACH STATION PROCEED FROM
 EA2041'U.S. 70 AND SR 1137 IN NEWPORT.  GO EAST 0.1 MILE ON SR 1137
 EA2041'TO INTERSECTION OF SR 1154.  TURN RIGHT ON SR 1154 FOR 6.35
 EA2041'MILES TO Y INTERSECTION OF SR 1155.  CONTINUE ON SR 1154 FOR
 EA2041'0.15 MILES TO SR 1156.  TURN RIGHT ON SR 1156 FOR 0.35 MILES
 EA2041'TO DIRT ROAD.  TURN RIGHT FOR 0.2 MILES THROUGH FARM YARD TO
 EA2041'FIELD ROAD.  TURN LEFT AND GO 0.2 MILES TO RIVER.  STATION
 EA2041'IS SOUTH OF 10 INCH PINE ON RIVER BANK.
 EA2041'
 EA2041'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, SET IN
 EA2041'THE TOP OF A CONCRETE CYLINDER, STAMPED CABLE 1966, THE TOP
 EA2041'OF WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA2041'
 EA2041'93.60 FT S OF RM 1 (6 FT SSW OF LARGE TWIN OAK).
 EA2041'
 EA2041'63.74 FT NNE OF RM 2 (7.5 FT E OF 16 INCH PINE).
 EA2041'
 EA2041'13.3 FT E OF 14 INCH PINE WITH ALUMINUM REF. TAG.
 EA2041'
 EA2041'42.3 FT S OF 8 INCH OAK WITH ALUMINUM REF. TAG.
 EA2041'
 EA2041'65.6 FT NNE OF 16 INCH PINE WITH ALUMINUM REF. TAG.
 EA2041'
 EA2041'155.82 FT FROM RM 1 TO RM 2.
 EA2041
 EA2041                          STATION RECOVERY (1984)
 EA2041
 EA2041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA2041'REFERENCE MARK NO. 1 WAS FOUND, BUT NO OTHER MARKS EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3005 ***********************************************************************
 EZ3005  DESIGNATION -  CABLE
 EZ3005  PID         -  EZ3005
 EZ3005  STATE/COUNTY-  NC/LEE
 EZ3005  USGS QUAD   -  GOLDSTON (1980)
 EZ3005
 EZ3005                         *CURRENT SURVEY CONTROL
 EZ3005  ___________________________________________________________________
 EZ3005* NAD 83(2001)-  35 31 58.36918(N)    079 18 04.56983(W)     ADJUSTED  
 EZ3005* NAVD 88     -        90.0    (meters)     295.     (feet)  VERTCON   
 EZ3005  ___________________________________________________________________
 EZ3005  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 EZ3005  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 EZ3005  HORZ ORDER  -  SECOND
 EZ3005
 EZ3005.The horizontal coordinates were established by classical geodetic methods
 EZ3005.and adjusted by the National Geodetic Survey in August 2005.
 EZ3005
 EZ3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3005
 EZ3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3005
 EZ3005.The geoid height was determined by GEOID03.
 EZ3005
 EZ3005;                    North         East     Units Scale Factor Converg.
 EZ3005;SPC NC       -   197,817.429   582,281.570   MT  0.99988459   -0 10 26.0
 EZ3005;SPC NC       -   649,006.01  1,910,368.78   sFT  0.99988459   -0 10 26.0
 EZ3005;UTM  17      - 3,933,467.137   654,007.721   MT  0.99989229   +0 59 14.8
 EZ3005
 EZ3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3005!SPC NC       -   0.99999077  x   0.99988459  =   0.99987536
 EZ3005!UTM  17      -   0.99999077  x   0.99989229  =   0.99988306
 EZ3005
 EZ3005:                Primary Azimuth Mark                     Grid Az
 EZ3005:SPC NC       -  JUNK                                     175 46 57.2
 EZ3005:UTM  17      -  JUNK                                     174 37 16.4
 EZ3005
 EZ3005|---------------------------------------------------------------------|
 EZ3005| PID    Reference Object                     Distance      Geod. Az  |
 EZ3005|                                                           dddmmss.s |
 EZ3005| EZ3004 JUNK                                APPROX. 1.2 KM 1753631.2 |
 EZ3005| EZ3008 REVELS                              265.834 METERS 33048     |
 EZ3005|---------------------------------------------------------------------|
 EZ3005
 EZ3005                          SUPERSEDED SURVEY CONTROL
 EZ3005
 EZ3005  NAD 83(1986)-  35 31 58.36946(N)    079 18 04.57715(W) AD(       ) 2
 EZ3005  NAD 27      -  35 31 57.83253(N)    079 18 05.49775(W) AD(       ) 2
 EZ3005  NGVD 29 (07/19/86)   90.2    (m)          296.     (f) VERT ANG    3  
 EZ3005
 EZ3005.Superseded values are not recommended for survey control.
 EZ3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3005.See file dsdata.txt to determine how the superseded data were derived.
 EZ3005
 EZ3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5400833467(NAD 83)
 EZ3005_MARKER: DE = TRAVERSE STATION DISK
 EZ3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3005_STAMPING: CABLE 1977
 EZ3005_MARK LOGO: NCGS  
 EZ3005_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3005+STABILITY: SURFACE MOTION
 EZ3005
 EZ3005  HISTORY     - Date     Condition        Report By
 EZ3005  HISTORY     - 1977     MONUMENTED       NCGS
 EZ3005
 EZ3005                          STATION DESCRIPTION
 EZ3005
 EZ3005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 EZ3005'THE STATION IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ3005'APPROXIMATELY 1.9 MILES SOUTH-SOUTHWEST OF GULF (CHATHAM COUNTY) AND
 EZ3005'8.9 MILES WEST-NORTHWEST OF SANFORD, NORTH CAROLINA.
 EZ3005'TO REACH THE STATION FROM THE INTERSECTION OF SR 1007 WITH US 421 AT
 EZ3005'GULF, PROCEED SOUTHERLY ALONG SR 1007 FOR 1.9 MILES TO STATION ON THE
 EZ3005'LEFT, AT THE NORTH SIDE OF A WOODS ROAD, AND 1.55 MILES NORTH OF THE
 EZ3005'NC 42 CROSSROAD.
 EZ3005'
 EZ3005'THE STATION MARK IS A STANDARD BRASS DISK, STAMPED---CABLE 1977---,
 EZ3005'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE
 EZ3005'GROUND. THE MARK IS 49.4 FEET EAST-NORTHEAST OF THE CENTERLINE OF SR
 EZ3005'1007, 13.5 FEET NORTH OF THE CENTERLINE OF WOODS ROAD, 95.1 FEET
 EZ3005'NORTH-NORTHWEST OF POWER POLE WITH ALUMINUM TAG, 6.8 FEET SOUTHWEST
 EZ3005'OF 6 INCH HICKORY WITH ALUMINUM TAG, 18.9 FEET WEST-NORTHWEST OF 6
 EZ3005'INCH OAK WITH ALUMINUM TAG, AND 45.2 FEET NORTHWEST OF 10 INCH PINE
 EZ3005'WITH ALUMINUM TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4660 ***********************************************************************
 EZ4660  DESIGNATION -  CABLE
 EZ4660  PID         -  EZ4660
 EZ4660  STATE/COUNTY-  NC/JOHNSTON
 EZ4660  USGS QUAD   -  BENSON (1973)
 EZ4660
 EZ4660                         *CURRENT SURVEY CONTROL
 EZ4660  ___________________________________________________________________
 EZ4660* NAD 83(2001)-  35 25 48.19960(N)    078 33 49.42666(W)     ADJUSTED  
 EZ4660* NAVD 88     -        93.5    (meters)     307.     (feet)  VERTCON   
 EZ4660  ___________________________________________________________________
 EZ4660  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 EZ4660  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 EZ4660  HORZ ORDER  -  SECOND
 EZ4660
 EZ4660.The horizontal coordinates were established by classical geodetic methods
 EZ4660.and adjusted by the National Geodetic Survey in August 2005.
 EZ4660
 EZ4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4660
 EZ4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4660
 EZ4660.The geoid height was determined by GEOID03.
 EZ4660
 EZ4660;                    North         East     Units Scale Factor Converg.
 EZ4660;SPC NC       -   186,456.016   649,213.066   MT  0.99987742   +0 15 06.5
 EZ4660;SPC NC       -   611,731.11  2,129,959.87   sFT  0.99987742   +0 15 06.5
 EZ4660;UTM  17      - 3,923,463.087   721,166.325   MT  1.00020283   +1 24 46.4
 EZ4660
 EZ4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4660!SPC NC       -   0.99999061  x   0.99987742  =   0.99986803
 EZ4660!UTM  17      -   0.99999061  x   1.00020283  =   1.00019343
 EZ4660
 EZ4660:                Primary Azimuth Mark                     Grid Az
 EZ4660:SPC NC       -  WOODALL                                  357 09 29.0
 EZ4660:UTM  17      -  WOODALL                                  355 59 49.1
 EZ4660
 EZ4660|---------------------------------------------------------------------|
 EZ4660| PID    Reference Object                     Distance      Geod. Az  |
 EZ4660|                                                           dddmmss.s |
 EZ4660| EZ4664 WOODALL                             APPROX. 0.8 KM 3572435.5 |
 EZ4660|---------------------------------------------------------------------|
 EZ4660
 EZ4660                          SUPERSEDED SURVEY CONTROL
 EZ4660
 EZ4660  NAD 83(1986)-  35 25 48.20465(N)    078 33 49.43650(W) AD(       ) 2
 EZ4660  NAD 27      -  35 25 47.62072(N)    078 33 50.39628(W) AD(       ) 2
 EZ4660  NGVD 29 (07/19/86)   93.8    (m)          308.     (f) VERT ANG    3  
 EZ4660
 EZ4660.Superseded values are not recommended for survey control.
 EZ4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4660.See file dsdata.txt to determine how the superseded data were derived.
 EZ4660
 EZ4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2116623463(NAD 83)
 EZ4660_MARKER: DE = TRAVERSE STATION DISK
 EZ4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4660_STAMPING: CABLE 1972
 EZ4660_MARK LOGO: NCGS  
 EZ4660_PROJECTION: FLUSH
 EZ4660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4660+STABILITY: SURFACE MOTION
 EZ4660
 EZ4660  HISTORY     - Date     Condition        Report By
 EZ4660  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4660  HISTORY     - 19900613 GOOD             NCGS
 EZ4660
 EZ4660                          STATION DESCRIPTION
 EZ4660
 EZ4660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4660'CABLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4660'THE VICINITY OF BENSON, NORTH CAROLINA.
 EZ4660'
 EZ4660'CABLE IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF BENSON AND 6.3
 EZ4660'MILES ENE OF COATS.  TO REACH STATION FROM INTERSECTION OF NC 50 AND
 EZ4660'NC 27 IN NW BENSON, PROCEED NORTH ALONG NC 50 FOR 3.05 MILES TO
 EZ4660'INTERSECTION WITH SR 1168 AND STATION IN NORTHEAST QUADRANT, AND
 EZ4660'BY TELEPHONE CABLE BOX.
 EZ4660'
 EZ4660'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CABLE
 EZ4660'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4660'FLUSH WITH THE GROUND.
 EZ4660'
 EZ4660'MARK IS--
 EZ4660'43.2 FEET E OF C/L OF NC 50.
 EZ4660'43.7 FEET NNE OF 4X4 STOP SIGN POST ON C/L OF SR 1168 WITH ALUMINUM
 EZ4660'REF. TAG.
 EZ4660'52.4 FEET N OF METAL KEEP RIGHT POST.
 EZ4660'3.2 FEET SE OF TELEPHONE JUNCTION BOX NO. 138-10.
 EZ4660
 EZ4660                          STATION RECOVERY (1990)
 EZ4660
 EZ4660'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB)
 EZ4660'RECOVERED AS DESCRIBED.  LOCATED 10.9 FT (3.3 M) NORTHWEST OF A POWER
 EZ4660'POLE WITH A REFERENCE TAG, AND 3.2 FT (1.0 M) SOUTHEAST OF A TELEPHONE
 EZ4660'JUNCTION BOX (50NR71E).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3019 ***********************************************************************
 EY3019  DESIGNATION -  CABLE
 EY3019  PID         -  EY3019
 EY3019  STATE/COUNTY-  NC/WAYNE
 EY3019  USGS QUAD   -  STANTONSBURG (1978)
 EY3019
 EY3019                         *CURRENT SURVEY CONTROL
 EY3019  ___________________________________________________________________
 EY3019* NAD 83(2001)-  35 33 55.69902(N)    077 50 50.25417(W)     ADJUSTED  
 EY3019* NAVD 88     -        36.6    (meters)     120.     (feet)  VERTCON   
 EY3019  ___________________________________________________________________
 EY3019  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 EY3019  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 EY3019  HORZ ORDER  -  SECOND
 EY3019
 EY3019.The horizontal coordinates were established by classical geodetic methods
 EY3019.and adjusted by the National Geodetic Survey in August 2005.
 EY3019
 EY3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3019
 EY3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3019
 EY3019.The geoid height was determined by GEOID03.
 EY3019
 EY3019;                    North         East     Units Scale Factor Converg.
 EY3019;SPC NC       -   201,998.263   714,086.605   MT  0.99988753   +0 39 55.1
 EY3019;SPC NC       -   662,722.63  2,342,799.14   sFT  0.99988753   +0 39 55.1
 EY3019;UTM  18      - 3,939,485.899   241,945.263   MT  1.00042070   -1 39 25.2
 EY3019
 EY3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3019!SPC NC       -   0.99999978  x   0.99988753  =   0.99988731
 EY3019!UTM  18      -   0.99999978  x   1.00042070  =   1.00042048
 EY3019
 EY3019:                Primary Azimuth Mark                     Grid Az
 EY3019:SPC NC       -  CLAUDE                                   016 31 27.3
 EY3019:UTM  18      -  CLAUDE                                   018 50 47.6
 EY3019
 EY3019|---------------------------------------------------------------------|
 EY3019| PID    Reference Object                     Distance      Geod. Az  |
 EY3019|                                                           dddmmss.s |
 EY3019| EY3018 CLAUDE                              APPROX. 1.0 KM 0171122.4 |
 EY3019|---------------------------------------------------------------------|
 EY3019
 EY3019                          SUPERSEDED SURVEY CONTROL
 EY3019
 EY3019  NAD 83(1986)-  35 33 55.70614(N)    077 50 50.26260(W) AD(       ) 2
 EY3019  NAD 27      -  35 33 55.13178(N)    077 50 51.32901(W) AD(       ) 2
 EY3019  NGVD 29 (07/19/86)   36.9    (m)          121.     (f) VERT ANG    3  
 EY3019
 EY3019.Superseded values are not recommended for survey control.
 EY3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3019.See file dsdata.txt to determine how the superseded data were derived.
 EY3019
 EY3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE4194539486(NAD 83)
 EY3019_MARKER: DE = TRAVERSE STATION DISK
 EY3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY3019+STABILITY: SURFACE MOTION
 EY3019
 EY3019  HISTORY     - Date     Condition        Report By
 EY3019  HISTORY     - 1975     MONUMENTED       NCGS
 EY3019  HISTORY     - 1987     GOOD             USPSQD
 EY3019
 EY3019                          STATION DESCRIPTION
 EY3019
 EY3019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY3019'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY3019'IN THE VICINITY OF EUREKA, NORTH CAROLINA.
 EY3019'
 EY3019'CABLE IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF EUREKA AND
 EY3019'3.0 MILES SSW OF STANTONSBURG (WILSON COUNTY).  TO REACH STATION
 EY3019'FROM INTERSECTION OF NC 222 (MAIN ST.) WITH SR 1682 (COMMERCIAL
 EY3019'AVE.) IN STANTONSBURG, PROCEED SOUTHWESTERLY ALONG NC 222 FOR 3.35
 EY3019'MILES TO STATION ON RIGHT, AT THE NORTHEAST CORNER OF A LARGE
 EY3019'FIELD, BESIDE A DIRT FARM ROAD LEADING WEST, APPROXIMATELY 200
 EY3019'FEET NNW OF A ONE STORY BLUE SHINGLED FARMHOUSE, AND 0.15 MILE
 EY3019'NORTH OF T INTERSECTION WITH SR 1517 (E).
 EY3019'
 EY3019'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY3019'CABLE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY3019'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EY3019'
 EY3019'MARK IS 26.9 FT WNW OF C/L OF NC 222
 EY3019'
 EY3019'20.7 FT SSW OF C/L OF DIRT FARM ROAD
 EY3019'
 EY3019'36.3 FT WSW OF C/L OF INTERSECTION OF HIGHWAY WITH C/L OF FARM ROAD
 EY3019'
 EY3019'82.7 FT NW OF CENTER OF FRONT DOOR TO LARGE TIN COVERED PACK HOUSE
 EY3019'
 EY3019'5.2 FT SSE OF TELEPHONE PEDESTAL 30A29
 EY3019'
 EY3019'123.5 FT NNW OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. TAG
 EY3019'
 EY3019'25.8 FT SE OF PP WITH ALUMINUM REF. TAG
 EY3019
 EY3019                          STATION RECOVERY (1987)
 EY3019
 EY3019'RECOVERY NOTE BY US POWER SQUADRON 1987 (HRB)
 EY3019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0606 ***********************************************************************
 EX0606  DESIGNATION -  CABLE
 EX0606  PID         -  EX0606
 EX0606  STATE/COUNTY-  NC/DARE
 EX0606  USGS QUAD   -  ENGELHARD NE (1980)
 EX0606
 EX0606                         *CURRENT SURVEY CONTROL
 EX0606  ___________________________________________________________________
 EX0606* NAD 83(2001)-  35 40 01.90930(N)    075 46 41.53034(W)     ADJUSTED  
 EX0606* NAVD 88     -         1.3    (meters)       4.     (feet)  VERTCON   
 EX0606  ___________________________________________________________________
 EX0606  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EX0606  GEOID HEIGHT-         -38.92  (meters)                     GEOID03
 EX0606  HORZ ORDER  -  SECOND
 EX0606
 EX0606.The horizontal coordinates were established by classical geodetic methods
 EX0606.and adjusted by the National Geodetic Survey in August 2005.
 EX0606
 EX0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0606
 EX0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0606
 EX0606.The geoid height was determined by GEOID03.
 EX0606
 EX0606;                    North         East     Units Scale Factor Converg.
 EX0606;SPC NC       -   217,409.727   901,225.207   MT  0.99989880   +1 51 34.3
 EX0606;SPC NC       -   713,285.08  2,956,769.70   sFT  0.99989880   +1 51 34.3
 EX0606;UTM  18      - 3,947,315.665   429,568.224   MT  0.99966113   -0 27 13.6
 EX0606
 EX0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0606!SPC NC       -   1.00000591  x   0.99989880  =   0.99990470
 EX0606!UTM  18      -   1.00000591  x   0.99966113  =   0.99966703
 EX0606
 EX0606:                Primary Azimuth Mark                     Grid Az
 EX0606:SPC NC       -  TURNOFF                                  351 42 28.7
 EX0606:UTM  18      -  TURNOFF                                  354 01 16.6
 EX0606
 EX0606|---------------------------------------------------------------------|
 EX0606| PID    Reference Object                     Distance      Geod. Az  |
 EX0606|                                                           dddmmss.s |
 EX0606| EX0607 TURNOFF                             APPROX. 1.4 KM 3533403.0 |
 EX0606|---------------------------------------------------------------------|
 EX0606
 EX0606                          SUPERSEDED SURVEY CONTROL
 EX0606
 EX0606  NAD 83(1986)-  35 40 01.90662(N)    075 46 41.52897(W) AD(       ) 2
 EX0606  NAD 27      -  35 40 01.28340(N)    075 46 42.88284(W) AD(       ) 2
 EX0606  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG    3  
 EX0606
 EX0606.Superseded values are not recommended for survey control.
 EX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0606.See file dsdata.txt to determine how the superseded data were derived.
 EX0606
 EX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2956847316(NAD 83)
 EX0606_MARKER: DE = TRAVERSE STATION DISK
 EX0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0606_STAMPING: CABLE 1974
 EX0606_MARK LOGO: NCGS  
 EX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0606+STABILITY: SURFACE MOTION
 EX0606
 EX0606  HISTORY     - Date     Condition        Report By
 EX0606  HISTORY     - 1974     MONUMENTED       NCGS
 EX0606
 EX0606                          STATION DESCRIPTION
 EX0606
 EX0606'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0606'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0606'THE VICINITY OF STUMPY POINT, NORTH CAROLINA.
 EX0606'
 EX0606'CABLE IS LOCATED APPROXIMATELY 3.0 MILES SOUTHWEST OF STUMPY
 EX0606'POINT AND 16.6 MILES NORTHEAST OF ENGELHARD (HYDE COUNTY).  TO
 EX0606'REACH STATION FROM INTERSECTION OF STUMPY POINT RD. (SR 1100)
 EX0606'WITH U.S. 264 NEAR STUMPY POINT, PROCEED SOUTHERLY ALONG U.S. 264
 EX0606'FOR 2.9 MILES TO STATION ON THE LEFT, APPROXIMATELY 50 FEET
 EX0606'SOUTHEAST OF CREOSOTE POST 120/37 WITH TELEPHONE EQUIPMENT, AND
 EX0606'2.2 MILES SOUTH OF CONCRETE BRIDGE OVER CANAL (NEAR STUMPY
 EX0606'POINT).
 EX0606'
 EX0606'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0606'CABLE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0606'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0606'
 EX0606'MARK IS 18.5 FT E OF C/L OF U.S. 264
 EX0606'
 EX0606'49.0 FT SE OF CREOSOTE POST 120/37 WITH TELEPHONE EQUIPMENT AND
 EX0606'WITH ALUMINUM REF. TAG
 EX0606'
 EX0606'9.5 FT E OF ALUMINUM REF. TAG ON E EDGE OF PAVEMENT
 EX0606'
 EX0606'3.9 FT W OF METAL WITNESS POST WITH SIGN
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3642 ***********************************************************************
 FY3642  DESIGNATION -  CABLE
 FY3642  PID         -  FY3642
 FY3642  STATE/COUNTY-  NC/GUILFORD
 FY3642  USGS QUAD   -  GUILFORD (1994)
 FY3642
 FY3642                         *CURRENT SURVEY CONTROL
 FY3642  ___________________________________________________________________
 FY3642* NAD 83(2001)-  36 02 46.15467(N)    079 58 19.96133(W)     ADJUSTED  
 FY3642* NAVD 88     -       272.2    (meters)     893.     (feet)  VERTCON   
 FY3642  ___________________________________________________________________
 FY3642  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 FY3642  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 FY3642  HORZ ORDER  -  SECOND
 FY3642
 FY3642.The horizontal coordinates were established by classical geodetic methods
 FY3642.and adjusted by the National Geodetic Survey in August 2005.
 FY3642
 FY3642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3642
 FY3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3642
 FY3642.The geoid height was determined by GEOID03.
 FY3642
 FY3642;                    North         East     Units Scale Factor Converg.
 FY3642;SPC NC       -   255,150.732   521,998.305   MT  0.99996859   -0 33 40.1
 FY3642;SPC NC       -   837,107.03  1,712,589.44   sFT  0.99996859   -0 33 40.1
 FY3642;UTM  17      - 3,989,556.280   592,579.670   MT  0.99970561   +0 36 17.4
 FY3642
 FY3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3642!SPC NC       -   0.99996222  x   0.99996859  =   0.99993082
 FY3642!UTM  17      -   0.99996222  x   0.99970561  =   0.99966785
 FY3642
 FY3642:                Primary Azimuth Mark                     Grid Az
 FY3642:SPC NC       -  FORK                                     156 43 37.8
 FY3642:UTM  17      -  FORK                                     155 33 40.3
 FY3642
 FY3642|---------------------------------------------------------------------|
 FY3642| PID    Reference Object                     Distance      Geod. Az  |
 FY3642|                                                           dddmmss.s |
 FY3642| FY3650 FORK                                APPROX. 1.8 KM 1560957.7 |
 FY3642| FY3692 WILLIARD                            461.111 METERS 2693915.4 |
 FY3642|---------------------------------------------------------------------|
 FY3642
 FY3642                          SUPERSEDED SURVEY CONTROL
 FY3642
 FY3642  NAD 83(1993)-  36 02 46.16205(N)    079 58 19.97048(W) AD(       ) 2
 FY3642  NAD 83(1986)-  36 02 46.16223(N)    079 58 19.97080(W) AD(       ) 2
 FY3642  NAD 27      -  36 02 45.67270(N)    079 58 20.83230(W) AD(       ) 2
 FY3642  NGVD 29 (07/19/86)  272.4    (m)          894.     (f) VERT ANG    3  
 FY3642
 FY3642.Superseded values are not recommended for survey control.
 FY3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3642.See file dsdata.txt to determine how the superseded data were derived.
 FY3642
 FY3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9258089556(NAD 83)
 FY3642_MARKER: DE = TRAVERSE STATION DISK
 FY3642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3642_STAMPING: CABLE 1961
 FY3642_MARK LOGO: NCGS  
 FY3642_PROJECTION: FLUSH
 FY3642_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3642+STABILITY: SURFACE MOTION
 FY3642
 FY3642  HISTORY     - Date     Condition        Report By
 FY3642  HISTORY     - 1961     MONUMENTED       NCGS
 FY3642  HISTORY     - 19940303 SEE DESCRIPTION  NCGS
 FY3642  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 FY3642  HISTORY     - 20050930 MARK NOT FOUND   USPSQD
 FY3642
 FY3642                          STATION DESCRIPTION
 FY3642
 FY3642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FY3642'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3642'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FY3642'
 FY3642'STATION IS 6.3 MILES NE OF THE CENTER OF HIGH POINT, .50 MILES
 FY3642'W OF NC 68 ON SR 1836 ON SOUTH SIDE OF ROAD APPROXIMATELY 200
 FY3642'FEET.  STATION IS BETWEEN TWO FIELDS AND 5 FEET SE OF TELEPHONE
 FY3642'UNDERGROUND CABLE AND 200 FEET + OR - SE OF ONE STORY HOUSE OF
 FY3642'J. M. WILLIARD.
 FY3642'
 FY3642'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3642'CABLE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3642'WHICH IS ABOUT FLUSH WITH THE GROUND.
 FY3642'
 FY3642'MARK IS
 FY3642'
 FY3642'109.50 FT E OF 3 NAILS IN 12 INCH PINE
 FY3642'
 FY3642'177.40 FT SW OF 3 NAILS IN TELEPHONE POLE 17
 FY3642'
 FY3642'198.0 FT S OF C/L OF SR 1836
 FY3642'
 FY3642'202.90 FT SE OF SE CORNER OF ONE STORY RESIDENCE
 FY3642'
 FY3642'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3642
 FY3642                          STATION RECOVERY (1994)
 FY3642
 FY3642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FY3642'MARK WAS SEARCHED FOR BUT NOT FOUND.
 FY3642
 FY3642                          STATION RECOVERY (2004)
 FY3642
 FY3642'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3642'MARK NOT FOUND.
 FY3642
 FY3642                          STATION RECOVERY (2005)
 FY3642
 FY3642'RECOVERY NOTE BY US POWER SQUADRON 2005
 FY3642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2774 ***********************************************************************
 FY2774  DESIGNATION -  CABLE
 FY2774  PID         -  FY2774
 FY2774  STATE/COUNTY-  NC/VANCE
 FY2774  USGS QUAD   -  VICKSBORO (1970)
 FY2774
 FY2774                         *CURRENT SURVEY CONTROL
 FY2774  ___________________________________________________________________
 FY2774* NAD 83(2001)-  36 21 14.51103(N)    078 18 21.66825(W)     ADJUSTED  
 FY2774* NAVD 88     -       141.4    (meters)     464.     (feet)  VERTCON   
 FY2774  ___________________________________________________________________
 FY2774  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 FY2774  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 FY2774  HORZ ORDER  -  SECOND
 FY2774
 FY2774.The horizontal coordinates were established by classical geodetic methods
 FY2774.and adjusted by the National Geodetic Survey in August 2005.
 FY2774
 FY2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2774
 FY2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2774
 FY2774.The geoid height was determined by GEOID03.
 FY2774
 FY2774;                    North         East     Units Scale Factor Converg.
 FY2774;SPC NC       -   289,102.707   671,895.329   MT  1.00005768   +0 24 02.0
 FY2774;SPC NC       -   948,497.80  2,204,376.59   sFT  1.00005768   +0 24 02.0
 FY2774;UTM  17      - 4,026,587.063   741,738.946   MT  1.00032006   +1 35 51.7
 FY2774
 FY2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2774!SPC NC       -   0.99998298  x   1.00005768  =   1.00004066
 FY2774!UTM  17      -   0.99998298  x   1.00032006  =   1.00030304
 FY2774
 FY2774:                Primary Azimuth Mark                     Grid Az
 FY2774:SPC NC       -  HARTON                                   058 39 40.1
 FY2774:UTM  17      -  HARTON                                   057 27 50.4
 FY2774
 FY2774|---------------------------------------------------------------------|
 FY2774| PID    Reference Object                     Distance      Geod. Az  |
 FY2774|                                                           dddmmss.s |
 FY2774| FY2780 HARTON                              410.462 METERS 0590342.1 |
 FY2774| FY2784 LOVE                                APPROX. 1.0 KM 2670320.2 |
 FY2774|---------------------------------------------------------------------|
 FY2774
 FY2774                          SUPERSEDED SURVEY CONTROL
 FY2774
 FY2774  NAD 83(1993)-  36 21 14.51274(N)    078 18 21.66920(W) AD(       ) 2
 FY2774  NAD 83(1986)-  36 21 14.50940(N)    078 18 21.67815(W) AD(       ) 2
 FY2774  NAD 27      -  36 21 13.98445(N)    078 18 22.69455(W) AD(       ) 2
 FY2774  NGVD 29 (07/19/86)  141.7    (m)          465.     (f) VERT ANG    3  
 FY2774
 FY2774.Superseded values are not recommended for survey control.
 FY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2774.See file dsdata.txt to determine how the superseded data were derived.
 FY2774
 FY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA4173926587(NAD 83)
 FY2774_MARKER: DE = TRAVERSE STATION DISK
 FY2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2774_STAMPING: CABLE 1969
 FY2774_MARK LOGO: NCGS  
 FY2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2774+STABILITY: SURFACE MOTION
 FY2774
 FY2774  HISTORY     - Date     Condition        Report By
 FY2774  HISTORY     - 1969     MONUMENTED       NCGS
 FY2774
 FY2774                          STATION DESCRIPTION
 FY2774
 FY2774'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2774'CABLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY2774'THE VICINITY OF HENDERSON, NORTH CAROLINA.
 FY2774'
 FY2774'CABLE IS LOCATED APPROXIMATELY 5.6 MILES NORTHEAST OF HENDERSON,
 FY2774'AND 3.2 MILES SOUTH OF MIDDLEBURG.  TO REACH STATION PROCEED FROM
 FY2774'THE INTERSECTION OF U.S. 1 BYPASS AND SR 1001 NEAR HENDERSON, GO
 FY2774'EAST ON SR 1001 FOR 2.4 MILES TO INTERSECTION OF SR 1001 AND SR
 FY2774'1510, CONTINUE ON SR 1001 FOR 0.7 MILE TO STATION ON RIGHT ON
 FY2774'APPROXIMATE 10 FOOT BANK.
 FY2774'
 FY2774'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2774'CABLE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FY2774'IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 FY2774'
 FY2774'MARK IS
 FY2774'
 FY2774'51.0 FT S OF C/L OF SR 1001
 FY2774'
 FY2774'9.2 FT ENE OF TP 1883-17-3 WITH ALUMINUM REF. TAG
 FY2774'
 FY2774'17.1 FT SW OF 4 INCH PINE WITH ALUMINUM REF. TAG
 FY2774'
 FY2774'5.7 FT S OF 3 INCH PINE WITH ALUMINUM REF. TAG
 FY2774'
 FY2774'81.7 FT NNW OF 14 INCH POPLAR WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4463 ***********************************************************************
 FX4463  DESIGNATION -  CABLE
 FX4463  PID         -  FX4463
 FX4463  STATE/COUNTY-  NC/PERQUIMANS
 FX4463  USGS QUAD   -  HERTFORD (1982)
 FX4463
 FX4463                         *CURRENT SURVEY CONTROL
 FX4463  ___________________________________________________________________
 FX4463* NAD 83(2001)-  36 14 01.83716(N)    076 27 30.45566(W)     ADJUSTED  
 FX4463* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 FX4463  ___________________________________________________________________
 FX4463  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FX4463  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 FX4463  HORZ ORDER  -  SECOND
 FX4463
 FX4463.The horizontal coordinates were established by classical geodetic methods
 FX4463.and adjusted by the National Geodetic Survey in August 2005.
 FX4463
 FX4463.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4463
 FX4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4463
 FX4463.The geoid height was determined by GEOID03.
 FX4463
 FX4463;                    North         East     Units Scale Factor Converg.
 FX4463;SPC NC       -   278,472.597   838,056.897   MT  1.00001944   +1 28 00.8
 FX4463;SPC NC       -   913,622.18  2,749,525.00   sFT  1.00001944   +1 28 00.8
 FX4463;UTM  18      - 4,010,871.745   368,937.335   MT  0.99981165   -0 51 43.9
 FX4463
 FX4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4463!SPC NC       -   1.00000509  x   1.00001944  =   1.00002453
 FX4463!UTM  18      -   1.00000509  x   0.99981165  =   0.99981674
 FX4463
 FX4463                          SUPERSEDED SURVEY CONTROL
 FX4463
 FX4463  NAD 83(1993)-  36 14 01.85489(N)    076 27 30.46646(W) AD(       ) 2
 FX4463  NAD 83(1986)-  36 14 01.85504(N)    076 27 30.47157(W) AD(       ) 2
 FX4463  NGVD 29 (11/01/90)    4.7    (m)           15.     (f) VERT ANG    3  
 FX4463
 FX4463.Superseded values are not recommended for survey control.
 FX4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4463.See file dsdata.txt to determine how the superseded data were derived.
 FX4463
 FX4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF6893710872(NAD 83)
 FX4463_MARKER: DE = TRAVERSE STATION DISK
 FX4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4463_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4463+STABILITY: SURFACE MOTION
 FX4463
 FX4463  HISTORY     - Date     Condition        Report By
 FX4463  HISTORY     - 1978     MONUMENTED       NCGS
 FX4463  HISTORY     - 19960421 MARK NOT FOUND   USPSQD
 FX4463
 FX4463                          STATION DESCRIPTION
 FX4463
 FX4463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX4463'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTH-NORTHEAST OF
 FX4463'WINFALL AND 5.3 MILES SOUTHWEST OF PARKVILLE.
 FX4463'
 FX4463'TO REACH THE STATION FROM THE INTERSECTION OF NC 37 WITH SR 1218 AT
 FX4463'WINFALL, PROCEED NORTH-NORTHEAST ALONG SR 1218 FOR 1.0 MILES TO
 FX4463'STATION ON LEFT AT A TELEPHONE PEDESTAL WITH POST.
 FX4463'
 FX4463'STATION MARK IS A STANDARD DISK STAMPED---CABLE 1978---SET IN TOP OF
 FX4463'A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE.  MARK IS
 FX4463'25.7 FEET EAST-SOUTHEAST OF THE CENTERLINE OF SR 1218, 9.6 FEET
 FX4463'SOUTH OF TELEPHONE PEDESTAL, 9.9 FEET SOUTH OF TELEPHONE POLE (10)
 FX4463'WITH REFERENCE TAG AND 203.8 FEET SOUTHWEST OF POWER POLE WITH
 FX4463'REFERENCE TAG.
 FX4463
 FX4463                          STATION RECOVERY (1996)
 FX4463
 FX4463'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2567 ***********************************************************************
 FZ2567  DESIGNATION -  CABLE
 FZ2567  PID         -  FZ2567
 FZ2567  STATE/COUNTY-  NC/ASHE
 FZ2567  USGS QUAD   -  GRASSY CREEK (1978)
 FZ2567
 FZ2567                         *CURRENT SURVEY CONTROL
 FZ2567  ___________________________________________________________________
 FZ2567* NAD 83(2001)-  36 30 05.42256(N)    081 29 49.57645(W)     ADJUSTED  
 FZ2567* NAVD 88     -       922.8    (meters)    3028.     (feet)  VERTCON   
 FZ2567  ___________________________________________________________________
 FZ2567  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FZ2567  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 FZ2567  HORZ ORDER  -  SECOND
 FZ2567
 FZ2567.The horizontal coordinates were established by classical geodetic methods
 FZ2567.and adjusted by the National Geodetic Survey in August 2005.
 FZ2567
 FZ2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2567
 FZ2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2567
 FZ2567.The geoid height was determined by GEOID03.
 FZ2567
 FZ2567;                    North         East     Units Scale Factor Converg.
 FZ2567;SPC NC       -   308,065.114   385,886.040   MT  1.00011068   -1 26 28.5
 FZ2567;SPC NC       - 1,010,710.29  1,266,027.78   sFT  1.00011068   -1 26 28.5
 FZ2567;UTM  17      - 4,039,690.041   455,482.366   MT  0.99962442   -0 17 44.5
 FZ2567
 FZ2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2567!SPC NC       -   0.99986007  x   1.00011068  =   0.99997073
 FZ2567!UTM  17      -   0.99986007  x   0.99962442  =   0.99948454
 FZ2567
 FZ2567                          SUPERSEDED SURVEY CONTROL
 FZ2567
 FZ2567  NAD 83(1995)-  36 30 05.42327(N)    081 29 49.57648(W) AD(       ) 2
 FZ2567  NAD 83(1993)-  36 30 05.42702(N)    081 29 49.58232(W) AD(       ) 2
 FZ2567  NAD 83(1986)-  36 30 05.43161(N)    081 29 49.59999(W) AD(       ) 2
 FZ2567  NGVD 29 (02/11/91)  922.9    (m)         3028.     (f) VERT ANG    3  
 FZ2567
 FZ2567.Superseded values are not recommended for survey control.
 FZ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2567.See file dsdata.txt to determine how the superseded data were derived.
 FZ2567
 FZ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5548239690(NAD 83)
 FZ2567_MARKER: DE = TRAVERSE STATION DISK
 FZ2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2567_SP_SET: CONCRETE POST
 FZ2567_STAMPING: CABLE 1979
 FZ2567_MARK LOGO: NCGS  
 FZ2567_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2567+STABILITY: SURFACE MOTION
 FZ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ2567+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1991
 FZ2567
 FZ2567  HISTORY     - Date     Condition        Report By
 FZ2567  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2567  HISTORY     - 1979     GOOD             NCGS
 FZ2567  HISTORY     - 19911009 GOOD             NCGS
 FZ2567
 FZ2567                          STATION DESCRIPTION
 FZ2567
 FZ2567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2567'THE STATION IS LOCATED APPROXIMATELY 0.8 MILES EAST OF LANSING AND
 FZ2567'5.8 MILES NORTH-NORTHWEST OF JEFFERSON.
 FZ2567'
 FZ2567'TO REACH THE STATION FROM THE POST OFFICE IN LANSING, PROCEED NORTH
 FZ2567'ALONG NC 194 FOR 0.4 MILES TO THE SCHOOL AND SR 1517 ON RIGHT, THENCE
 FZ2567'EAST ALONG SR 1517 FOR 0.6 MILES TO ROAD ON LEFT LEADING AROUND EAST
 FZ2567'SIDE OF FIELD, THENCE NORTH ALONG FIELD ROAD FOR 0.1 MILE TO CABLE TV
 FZ2567'ANTENNA AND STATION NEAR SMALL BUILDING.
 FZ2567'
 FZ2567'STATION MARK IS A STANDARD DISK STAMPED---CABLE 1979---SET IN TOP OF A
 FZ2567'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 9.7
 FZ2567'FEET NORTH OF CENTERLINE OF DIRT ROAD, 17.1 FEET WEST OF SOUTHWEST
 FZ2567'CORNER BUILDING, 38.8 FEET NORTH-NORTHWEST OF POWER POLE WITH
 FZ2567'TRANSFORMER AND REFERENCE TAG, 29.6 FEET SOUTH-SOUTHEAST OF A 10 INCH
 FZ2567'POPLAR WITH REFERENCE TA, 4.8 FEET NORTHWEST OF ANTENNA POLE WITH
 FZ2567'REFERENCE TAG, AND 17.6 FEET SOUTH-SOUTHWEST OF ANTENNA POLE WITH
 FZ2567'REFERENCE TAG.
 FZ2567
 FZ2567                          STATION RECOVERY (1979)
 FZ2567
 FZ2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FZ2567'RECOVERED IN GOOD CONDITION.
 FZ2567
 FZ2567                          STATION RECOVERY (1991)
 FZ2567
 FZ2567'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 FZ2567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2653 ***********************************************************************
 FZ2653  DESIGNATION -  CABLE
 FZ2653  PID         -  FZ2653
 FZ2653  STATE/COUNTY-  NC/WILKES
 FZ2653  USGS QUAD   -  GILREATH (1966)
 FZ2653
 FZ2653                         *CURRENT SURVEY CONTROL
 FZ2653  ___________________________________________________________________
 FZ2653* NAD 83(2001)-  36 03 46.74590(N)    081 07 15.84400(W)     ADJUSTED  
 FZ2653* NAVD 88     -       747.3    (meters)    2452.     (feet)  VERTCON   
 FZ2653  ___________________________________________________________________
 FZ2653  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FZ2653  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 FZ2653  HORZ ORDER  -  SECOND
 FZ2653
 FZ2653.The horizontal coordinates were established by classical geodetic methods
 FZ2653.and adjusted by the National Geodetic Survey in August 2005.
 FZ2653
 FZ2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2653
 FZ2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2653
 FZ2653.The geoid height was determined by GEOID03.
 FZ2653
 FZ2653;                    North         East     Units Scale Factor Converg.
 FZ2653;SPC NC       -   258,630.608   418,529.869   MT  0.99997271   -1 13 27.2
 FZ2653;SPC NC       -   848,523.92  1,373,126.75   sFT  0.99997271   -1 13 27.2
 FZ2653;UTM  17      - 3,990,941.225   489,097.130   MT  0.99960146   -0 04 16.6
 FZ2653
 FZ2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2653!SPC NC       -   0.99988789  x   0.99997271  =   0.99986060
 FZ2653!UTM  17      -   0.99988789  x   0.99960146  =   0.99948939
 FZ2653
 FZ2653|---------------------------------------------------------------------|
 FZ2653| PID    Reference Object                     Distance      Geod. Az  |
 FZ2653|                                                           dddmmss.s |
 FZ2653| FZ2718 JONES INTERCABLE MAST                 6.374 METERS 20114     |
 FZ2653|---------------------------------------------------------------------|
 FZ2653
 FZ2653                          SUPERSEDED SURVEY CONTROL
 FZ2653
 FZ2653  NAD 83(1995)-  36 03 46.74893(N)    081 07 15.84892(W) AD(       ) 2
 FZ2653  NAD 83(1993)-  36 03 46.75189(N)    081 07 15.85049(W) AD(       ) 2
 FZ2653  NAD 83(1986)-  36 03 46.75181(N)    081 07 15.85181(W) AD(       ) 2
 FZ2653  NGVD 29 (06/26/91)  747.5    (m)         2452.     (f) H LEVEL     3  
 FZ2653
 FZ2653.Superseded values are not recommended for survey control.
 FZ2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2653.See file dsdata.txt to determine how the superseded data were derived.
 FZ2653
 FZ2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8909790941(NAD 83)
 FZ2653_MARKER: DE = TRAVERSE STATION DISK
 FZ2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2653_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2653+STABILITY: SURFACE MOTION
 FZ2653
 FZ2653  HISTORY     - Date     Condition        Report By
 FZ2653  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2653
 FZ2653                          STATION DESCRIPTION
 FZ2653
 FZ2653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 FZ2653'THE STATION IS LOCATED ABOUT 6.0 MI SOUTH-SOUTHEAST OF WILKESBORO
 FZ2653'AND 7.4 MI EAST OF BOOMER.
 FZ2653'
 FZ2653'TO REACH THE STATION FROM THE NC 16 OVERPASS, PROCEED EAST ALONG
 FZ2653'US 421 FOR 0.8 MI TO BRUSHY MOUNTAIN ROAD, THENCE SOUTH ALONG
 FZ2653'BRUSHY MOUNTAIN ROAD FOR 6.95 MI TO SR 2480 (BETHANY ROAD), THENCE
 FZ2653'SOUTHEAST ALONG SR 2480 FOR 0.85 MI TO A DIRT ROAD ON THE RIGHT AT
 FZ2653'AN ABANDONED APPLE ORCHARD, THENCE SOUTHWEST ALONG THE DIRT ROAD
 FZ2653'FOR 0.15 MI TO A CABLEVISION MICROWAVE MAST AND THE STATION AT THE
 FZ2653'NORTH CORNER OF THE FENCE AROUND THE MAST.
 FZ2653'
 FZ2653'THE STATION IS A STANDARD NCGS DISK
 FZ2653'STAMPED---CABLE 1984---,
 FZ2653'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2653'10 INCHES IN DIAMETER RECESSED 2 INCHES BELOW GROUND.  LOCATED
 FZ2653'2.6 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A FENCE,
 FZ2653'24.3 FEET NORTHWEST OF THE EAST CORNER OF THE FENCE,
 FZ2653'55.8 FEET SOUTH OF A GUY WIRE ANCHOR--AND
 FZ2653'58.3 FEET NORTHWEST OF A POWER POLE, AND
 FZ2653'71.9 FEET EAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 FZ2653'
 FZ2653'LANDMARK JONES INTERCABLE MAST IS 21.0 FT SOUTHWEST OF THE STATION.
 FZ2653'THE MAST IS 100 FT IN HEIGHT PAINTED RED AND WHITE.  THE POINT
 FZ2653'INTERSECTED IS THE CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3822 ***********************************************************************
 FB3822  DESIGNATION -  CABLE
 FB3822  PID         -  FB3822
 FB3822  STATE/COUNTY-  NC/MITCHELL
 FB3822  USGS QUAD   -  MICAVILLE (1978)
 FB3822
 FB3822                         *CURRENT SURVEY CONTROL
 FB3822  ___________________________________________________________________
 FB3822* NAD 83(2001)-  35 57 52.82444(N)    082 08 09.69947(W)     ADJUSTED  
 FB3822* NAVD 88     -       869.8    (meters)    2854.     (feet)  VERTCON   
 FB3822  ___________________________________________________________________
 FB3822  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FB3822  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FB3822  HORZ ORDER  -  SECOND
 FB3822
 FB3822.The horizontal coordinates were established by classical geodetic methods
 FB3822.and adjusted by the National Geodetic Survey in August 2005.
 FB3822
 FB3822.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3822
 FB3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3822
 FB3822.The geoid height was determined by GEOID03.
 FB3822
 FB3822;                    North         East     Units Scale Factor Converg.
 FB3822;SPC NC       -   250,148.751   326,780.575   MT  0.99994988   -1 48 36.1
 FB3822;SPC NC       -   820,696.36  1,072,112.60   sFT  0.99994988   -1 48 36.1
 FB3822;UTM  17      - 3,980,626.677   397,564.785   MT  0.99972929   -0 40 02.0
 FB3822
 FB3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3822!SPC NC       -   0.99986830  x   0.99994988  =   0.99981819
 FB3822!UTM  17      -   0.99986830  x   0.99972929  =   0.99959763
 FB3822
 FB3822                          SUPERSEDED SURVEY CONTROL
 FB3822
 FB3822  NAD 83(1995)-  35 57 52.82546(N)    082 08 09.70171(W) AD(       ) 2
 FB3822  NAD 83(1986)-  35 57 52.83242(N)    082 08 09.70763(W) AD(       ) 2
 FB3822  NGVD 29 (02/22/93)  869.9    (m)         2854.     (f) VERT ANG    3  
 FB3822
 FB3822.Superseded values are not recommended for survey control.
 FB3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3822.See file dsdata.txt to determine how the superseded data were derived.
 FB3822
 FB3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9756580627(NAD 83)
 FB3822_MARKER: DE = TRAVERSE STATION DISK
 FB3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3822_SP_SET: CONCRETE POST
 FB3822_STAMPING: CABLE 1982
 FB3822_MARK LOGO: NCGS  
 FB3822_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3822+STABILITY: SURFACE MOTION
 FB3822
 FB3822  HISTORY     - Date     Condition        Report By
 FB3822  HISTORY     - 1982     MONUMENTED       NCGS
 FB3822
 FB3822                          STATION DESCRIPTION
 FB3822
 FB3822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3822'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) SOUTH-SOUTHEAST OF
 FB3822'BAKERSVILLE AND 7.9 KM (4.9 MI) NORTHWEST OF SPRUCE PINE.
 FB3822'TO REACH THE STATION FROM THE INTERSECTION OF NC 226 AND US 19 EAST
 FB3822'BUSINESS (IN SPRUCE PINE), PROCEED NORTHWEST ALONG NC 226 FOR 9.9 KM
 FB3822'(6.15 MI) TO A DIRT ROAD ON THE LEFT AND THE STATION AT THE SOUTH END
 FB3822'OF A CUT, OR 0.8 KM (0.5 MI) WEST OF SR 1250.
 FB3822'THE STATION IS A STANDARD NCGS DISK STAMPED---CABLE 1982---, SET INTO
 FB3822'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2 CM
 FB3822'ABOVE GROUND.  LOCATED 14.2 METERS (46.5 FT) SOUTHWEST OF THE
 FB3822'CENTERLINE OF NC 226, 7.6 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE
 FB3822'OF A GRAVEL ROAD, 15.1 METERS (49.4 FT) WEST-NORTHWEST OF THE NORTH
 FB3822'END OF THE GUARD RAIL, AND 16.1 METERS (52.7 FT) EAST-NORTHEAST OF A
 FB3822'12-INCH POPLAR WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9090 ***********************************************************************
 AF9090  DESIGNATION -  CABLE
 AF9090  PID         -  AF9090
 AF9090  STATE/COUNTY-  NC/HYDE
 AF9090  USGS QUAD   -  PONZER (1983)
 AF9090
 AF9090                         *CURRENT SURVEY CONTROL
 AF9090  ___________________________________________________________________
 AF9090* NAD 83(2001)-  35 34 37.88501(N)    076 28 28.02358(W)     ADJUSTED  
 AF9090* NAVD 88     -         1.9    (meters)       6.     (feet)  VERT ANG  
 AF9090  ___________________________________________________________________
 AF9090  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AF9090  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 AF9090  HORZ ORDER  -  SECOND
 AF9090
 AF9090.The horizontal coordinates were established by classical geodetic methods
 AF9090.and adjusted by the National Geodetic Survey in August 2005.
 AF9090
 AF9090.The orthometric height was determined by vertical angle observations.
 AF9090
 AF9090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9090
 AF9090.The geoid height was determined by GEOID03.
 AF9090
 AF9090;                    North         East     Units Scale Factor Converg.
 AF9090;SPC NC       -   205,603.182   838,473.141   MT  0.99988867   +1 27 27.6
 AF9090;SPC NC       -   674,549.77  2,750,890.63   sFT  0.99988867   +1 27 27.6
 AF9090;UTM  18      - 3,938,054.585   366,400.716   MT  0.99981995   -0 51 28.7
 AF9090
 AF9090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9090!SPC NC       -   1.00000558  x   0.99988867  =   0.99989425
 AF9090!UTM  18      -   1.00000558  x   0.99981995  =   0.99982553
 AF9090
 AF9090                          SUPERSEDED SURVEY CONTROL
 AF9090
 AF9090  NAD 83(1986)-  35 34 37.89746(N)    076 28 28.03193(W) AD(       ) 2
 AF9090
 AF9090.Superseded values are not recommended for survey control.
 AF9090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9090.See file dsdata.txt to determine how the superseded data were derived.
 AF9090
 AF9090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6640138055(NAD 83)
 AF9090_MARKER: DE = TRAVERSE STATION DISK
 AF9090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9090_STAMPING: CABLE 1982
 AF9090_MARK LOGO: NCGS  
 AF9090_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9090+STABILITY: SURFACE MOTION
 AF9090
 AF9090  HISTORY     - Date     Condition        Report By
 AF9090  HISTORY     - 1982     MONUMENTED       NCGS
 AF9090
 AF9090                          STATION DESCRIPTION
 AF9090
 AF9090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9090'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH-NORTHWEST OF SCRANTON
 AF9090'AND 13.8 KM (8.55 MI) EAST-NORTHEAST OF BELHAVEN. ALONG US 264 FOR 3.0
 AF9090'KM (1.85 MI) EAST FROM THE COUNTY LINE (AT LEECHVILLE), OR 4.6 KM
 AF9090'(2.85 MI) WEST FROM THE CENTER OF THE INTERCOASTAL WATERWAY BRIDGE.
 AF9090'MARK IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 5.2 M (17.1 FT)
 AF9090'SOUTHWEST OF THE CENTERLINE OF US 264, 6.6 M (21.7 FT) NORTHWEST OF
 AF9090'THE SOUTH END OF A CULVERT UNDER US 264--AND 14.1 M (46.3 FT)
 AF9090'SOUTHWEST OF A 30-INCH PINE, 22.2 M (72.8 FT) SOUTH OF A 24-INCH PINE,
 AF9090'AND 40.4 M (132.5 FT) SOUTHEAST OF A POWER POLE (139)--ALL THREE WITH
 AF9090'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5373 ***********************************************************************
 AH5373  DESIGNATION -  CABLE
 AH5373  PID         -  AH5373
 AH5373  STATE/COUNTY-  NC/CUMBERLAND
 AH5373  USGS QUAD   -  SLOCOMB (1981)
 AH5373
 AH5373                         *CURRENT SURVEY CONTROL
 AH5373  ___________________________________________________________________
 AH5373* NAD 83(2001)-  35 14 38.51764(N)    078 48 58.73064(W)     ADJUSTED  
 AH5373* NAVD 88     -        55.4    (meters)     182.     (feet)  VERTCON   
 AH5373  ___________________________________________________________________
 AH5373  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 AH5373  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AH5373  HORZ ORDER  -  SECOND
 AH5373
 AH5373.The horizontal coordinates were established by classical geodetic methods
 AH5373.and adjusted by the National Geodetic Survey in August 2005.
 AH5373
 AH5373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH5373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH5373
 AH5373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5373
 AH5373.The geoid height was determined by GEOID03.
 AH5373
 AH5373;                    North         East     Units Scale Factor Converg.
 AH5373;SPC NC       -   165,748.414   626,317.498   MT  0.99987260   +0 06 21.7
 AH5373;SPC NC       -   543,792.92  2,054,843.32   sFT  0.99987260   +0 06 21.7
 AH5373;UTM  17      - 3,902,291.420   698,687.754   MT  1.00008653   +1 15 37.9
 AH5373
 AH5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5373!SPC NC       -   0.99999655  x   0.99987260  =   0.99986915
 AH5373!UTM  17      -   0.99999655  x   1.00008653  =   1.00008308
 AH5373
 AH5373                          SUPERSEDED SURVEY CONTROL
 AH5373
 AH5373  NAD 83(1986)-  35 14 38.52254(N)    078 48 58.73527(W) AD(       ) 2
 AH5373  NGVD 29 (11/23/98)   55.7    (m)          183.     (f) VERT ANG    3  
 AH5373
 AH5373.Superseded values are not recommended for survey control.
 AH5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5373.See file dsdata.txt to determine how the superseded data were derived.
 AH5373
 AH5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9868802291(NAD 83)
 AH5373_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5373_STAMPING: CABLE 1984
 AH5373_MARK LOGO: NCGS  
 AH5373_PROJECTION: FLUSH
 AH5373_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5373+STABILITY: SURFACE MOTION
 AH5373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5373+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 AH5373
 AH5373  HISTORY     - Date     Condition        Report By
 AH5373  HISTORY     - 1984     MONUMENTED       NCGS
 AH5373  HISTORY     - 20050304 GOOD             GEOCAC
 AH5373
 AH5373                          STATION DESCRIPTION
 AH5373
 AH5373'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH5373'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) WEST OF LINDEN AND 8.1 KM
 AH5373'(5.05 MI) SOUTH-SOUTHWEST OF BUNNLEVEL. ALONG US 401 FOR 4.6 KM (2.85
 AH5373'MI) SOUTHWEST FROM THE BRIDGE OVER THE LOWER LITTLE RIVER
 AH5373'(HARNETT/CUMBERLAND COUNTY LINE), OR 0.2 KM (0.10 MI) NORTHEAST FROM
 AH5373'THE SR 1609 CROSSROADS, ON TOP OF A BANK IN THE EDGE OF A CULTIVATED
 AH5373'FIELD. MARK IS FLUSH WITH GROUND AND IS 3-FEET HIGHER THAN THE
 AH5373'HIGHWAY. LOCATED 11.8 M (38.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AH5373'HIGHWAY, 49.7 M (163.1 FT) EAST-NORTHEAST OF THE EAST CORNER OF A LOW
 AH5373'BRICK WALL AROUND THE YARD, 68.6 M (225.1 FT) WEST-SOUTHWEST OF A
 AH5373'CEDAR AT THE NORTHEAST EDGE OF THE DRIVE, AND 0.3 M (1.0 FT)
 AH5373'NORTH-NORTHWEST OF A WITNESS SIGN.
 AH5373
 AH5373                          STATION RECOVERY (2005)
 AH5373
 AH5373'RECOVERY NOTE BY GEOCACHING 2005 (MFK)
 AH5373'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 AH5373' 
 AH5373'FIBER OPTIC CABLES HAVE BEEN INSTALLED AND THE STATION IS NOW
 AH5373'POSITIONED BETWEEN THE DAMAGED WITNESS POST AND A ORANGE WARNING POST.
 AH5373'DISTANCE FROM OPTIC CABLE POST WAS 4 FT (SSE).
 AH5373' 
 AH5373' 
 AH5373' 
 AH5373' 
 AH5373' 
 AH5373' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8290 ***********************************************************************
 AI8290  DESIGNATION -  CABLE
 AI8290  PID         -  AI8290
 AI8290  STATE/COUNTY-  NC/WARREN
 AI8290  USGS QUAD   -  WARRENTON (1970)
 AI8290
 AI8290                         *CURRENT SURVEY CONTROL
 AI8290  ___________________________________________________________________
 AI8290* NAD 83(2001)-  36 24 48.29854(N)    078 10 18.47861(W)     ADJUSTED  
 AI8290* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 AI8290  ___________________________________________________________________
 AI8290  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 AI8290  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AI8290  HORZ ORDER  -  SECOND
 AI8290
 AI8290.The horizontal coordinates were established by classical geodetic methods
 AI8290.and adjusted by the National Geodetic Survey in August 2005.
 AI8290
 AI8290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8290
 AI8290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8290
 AI8290.The geoid height was determined by GEOID03.
 AI8290
 AI8290;                    North         East     Units Scale Factor Converg.
 AI8290;SPC NC       -   295,785.065   683,888.078   MT  1.00007822   +0 28 40.8
 AI8290;SPC NC       -   970,421.50  2,243,722.80   sFT  1.00007822   +0 28 40.8
 AI8290;UTM  17      - 4,033,520.989   753,592.604   MT  1.00039241   +1 40 47.0
 AI8290
 AI8290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8290!SPC NC       -   0.99998503  x   1.00007822  =   1.00006325
 AI8290!UTM  17      -   0.99998503  x   1.00039241  =   1.00037744
 AI8290
 AI8290                          SUPERSEDED SURVEY CONTROL
 AI8290
 AI8290  NAD 83(1986)-  36 24 48.29490(N)    078 10 18.48984(W) AD(       ) 2
 AI8290  NGVD 29 (08/31/00)  128.9    (m)          423.     (f) VERT ANG    3  
 AI8290
 AI8290.Superseded values are not recommended for survey control.
 AI8290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8290.See file dsdata.txt to determine how the superseded data were derived.
 AI8290
 AI8290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5359333521(NAD 83)
 AI8290_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8290_STAMPING: CABLE 1984
 AI8290_MARK LOGO: NCGS  
 AI8290_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8290+STABILITY: SURFACE MOTION
 AI8290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8290+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 AI8290
 AI8290  HISTORY     - Date     Condition        Report By
 AI8290  HISTORY     - 1984     MONUMENTED       NCGS
 AI8290  HISTORY     - 20050403 GOOD             GEOCAC
 AI8290
 AI8290                          STATION DESCRIPTION
 AI8290
 AI8290'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8290'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) NORTH-NORTHWEST OF
 AI8290'WARRENTON, AND ABOUT 4.2 KM (2.6 MI) SOUTH-SOUTHEAST OF NORLINA.
 AI8290'PROCEED ALONG US 158 BUSINESS-US 401 FOR 2.5 KM (1.55 MI) NORTHWEST
 AI8290'FROM THE WARREN COUNTY COURTHOUSE IN WARRENTON, THENCE WEST ALONG A
 AI8290'FIELD ROAD FOR APPROXIMATELY 400 FEET TO THE SITE OF THE WARREN COUNTY
 AI8290'CABLEVISION MAST, SATELLITE DISHES, THE CINDER BLOCK SERVICE BUILDING,
 AI8290'AND THE STATION AT THE EDGE OF THE FIELD ROAD OPPOSITE THE SERVICE
 AI8290'BUILDING. THE STATION IS A STANDARD NCGS DISK STAMPED---CABLE 1984---,
 AI8290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH
 AI8290'WITH GROUND.  LOCATED 1.74 M (5.7 FT) SOUTH OF THE CENTER OF FIELD
 AI8290'ROAD, 13.34 M (43.8 FT) NORTH-NORTHWEST OF THE NORTHEAST END OF GUY
 AI8290'WIRE ANCHORS, 29.23 M (95.9 FT) NORTH OF THE CENTER OF THE NORTH WALL
 AI8290'OF THE BUILDING, 29.38 M (96.4 FT) NORTH-NORTHEAST OF THE CENTER OF
 AI8290'THE MAST, 37.67 M (123.6 FT) NORTHEAST FROM THE WEST GUY WIRE ANCHORS,
 AI8290'29.32 M (96.2 FT) NORTH OF THE NORTHEAST CORNER AND 29.17 M (95.7 FT)
 AI8290'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING. THE WARRENTON
 AI8290'CABLEVISION MAST ECCENTRIC ROD IS THE LIGHTING ROD WHICH IS OFFSET
 AI8290'FROM, AND BOLTED TO, ONE OF THE LEGS OF THE MAST.  THE MAST IS ABOUT
 AI8290'50 FEET TALL, PAINTED ALTERNATELY RED AND WHITE, AND HAS TWO DISHES ON
 AI8290'TOP. --THE POINT INTERSECTED WAS LIGHTING ROD--.
 AI8290
 AI8290                          STATION RECOVERY (2005)
 AI8290
 AI8290'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AI8290'RECOVERED AS DESCRIBED, BEHIND A SELF-STORAGE FACILITY, ON THE NORTH
 AI8290'SIDE OF  THE CABLE TELEVISION RECEIVING SITE. MARK IS RECESSED 3 CM.
 AI8290'THE READING ON A CONSUMER-GRADE GPS RECEIVER WAS N36 24 48.3, W078 10
 AI8290'18.7 (PLUS/MINUS 16FT).
 AI8290' 
 AI8290'IT WAS OBSERVED THAT AN ADDITIONAL BUILDING HAS BEEN CONSTRUCTED ON
 AI8290'THE SOUTH SIDE OF THE CABLE COMPANY PROPERTY. THE ORIGINAL DESCRIPTION
 AI8290'REFERS TO THE BUILDING CLOSEST TO THE TOWER.
 AI8290' 
 AI8290' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1994 ***********************************************************************
 EY1994  DESIGNATION -  CABLER
 EY1994  PID         -  EY1994
 EY1994  STATE/COUNTY-  NC/PITT
 EY1994  USGS QUAD   -  AYDEN (1982)
 EY1994
 EY1994                         *CURRENT SURVEY CONTROL
 EY1994  ___________________________________________________________________
 EY1994* NAD 83(2007)-  35 28 18.55939(N)    077 23 40.30413(W)     ADJUSTED  
 EY1994* NAVD 88     -        16.728  (meters)      54.88   (feet)  ADJUSTED  
 EY1994  ___________________________________________________________________
 EY1994  EPOCH DATE  -        2002.00
 EY1994  X           -   1,134,875.316 (meters)                     COMP
 EY1994  Y           -  -5,074,864.009 (meters)                     COMP
 EY1994  Z           -   3,680,611.085 (meters)                     COMP
 EY1994  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 EY1994  ELLIP HEIGHT-         -19.393 (meters)          (02/10/07) ADJUSTED
 EY1994  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 EY1994  DYNAMIC HT  -          16.714 (meters)      54.84  (feet)  COMP
 EY1994
 EY1994  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY1994  Type    PID    Designation                      North   East  Ellip
 EY1994  -------------------------------------------------------------------
 EY1994  NETWORK EY1994 CABLER                            0.80   0.63   1.78
 EY1994  -------------------------------------------------------------------
 EY1994  MODELED GRAV-     979,757.9   (mgal)                       NAVD 88
 EY1994
 EY1994  VERT ORDER  -  SECOND    CLASS II
 EY1994
 EY1994.The horizontal coordinates were established by GPS observations
 EY1994.and adjusted by the National Geodetic Survey in February 2007.
 EY1994
 EY1994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY1994.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY1994.The horizontal coordinates are valid at the epoch date displayed above.
 EY1994.The epoch date for horizontal control is a decimal equivalence
 EY1994.of Year/Month/Day.
 EY1994
 EY1994.The orthometric height was determined by differential leveling
 EY1994.and adjusted in June 1991.
 EY1994
 EY1994.Photographs are available for this station.
 EY1994
 EY1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY1994
 EY1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1994
 EY1994.The ellipsoidal height was determined by GPS observations
 EY1994.and is referenced to NAD 83.
 EY1994
 EY1994.The geoid height was determined by GEOID03.
 EY1994
 EY1994.The dynamic height is computed by dividing the NAVD 88
 EY1994.geopotential number by the normal gravity value computed on the
 EY1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1994.degrees latitude (g = 980.6199 gals.).
 EY1994
 EY1994.The modeled gravity was interpolated from observed gravity values.
 EY1994
 EY1994;                    North         East     Units Scale Factor Converg.
 EY1994;SPC NC       -   192,180.501   755,291.641   MT  0.99987994   +0 55 35.9
 EY1994;SPC NC       -   630,512.19  2,477,985.99   sFT  0.99987994   +0 55 35.9
 EY1994;UTM  18      - 3,928,003.847   282,736.108   MT  1.00018174   -1 23 24.3
 EY1994
 EY1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1994!SPC NC       -   1.00000304  x   0.99987994  =   0.99988298
 EY1994!UTM  18      -   1.00000304  x   1.00018174  =   1.00018478
 EY1994
 EY1994                          SUPERSEDED SURVEY CONTROL
 EY1994
 EY1994  NAD 83(2001)-  35 28 18.55982(N)    077 23 40.30357(W) AD(       ) 1
 EY1994  ELLIP H (03/13/03)  -19.397  (m)                       GP(       ) 4 2
 EY1994  NAD 83(1986)-  35 28 18.57117(N)    077 23 40.31319(W) AD(       ) 1
 EY1994  NAD 83(1986)-  35 28 18.57603(N)    077 23 40.31282(W) AD(       ) 2
 EY1994  NAVD 88 (10/09/01)   16.73   (m)           54.9    (f) LEVELING    3  
 EY1994  NGVD 29 (10/26/90)   17.07   (m)           56.0    (f) LEVELING    3  
 EY1994
 EY1994.Superseded values are not recommended for survey control.
 EY1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1994.See file dsdata.txt to determine how the superseded data were derived.
 EY1994
 EY1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8273628004(NAD 83)
 EY1994_MARKER: DE = TRAVERSE STATION DISK
 EY1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1994_SP_SET: CONCRETE POST
 EY1994_STAMPING: CABLER 1981
 EY1994_MARK LOGO: NCGS  
 EY1994_PROJECTION: RECESSED 25 CENTIMETERS
 EY1994_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1994+STABILITY: SURFACE MOTION
 EY1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY1994+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY1994
 EY1994  HISTORY     - Date     Condition        Report By
 EY1994  HISTORY     - 1981     MONUMENTED       NCGS
 EY1994  HISTORY     - 1982     GOOD             NCGS
 EY1994  HISTORY     - 1986     GOOD             USPSQD
 EY1994  HISTORY     - 19870610 GOOD             USPSQD
 EY1994  HISTORY     - 1989     GOOD             USPSQD
 EY1994  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EY1994  HISTORY     - 19890715 GOOD             USPSQD
 EY1994  HISTORY     - 20010522 GOOD             NCGS
 EY1994  HISTORY     - 20030410 GOOD             NCGS
 EY1994  HISTORY     - 20040314 GOOD             USPSQD
 EY1994
 EY1994                          STATION DESCRIPTION
 EY1994
 EY1994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EY1994'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST OF AYDEN AND 7.1
 EY1994'MILES NORTH-NORTHEAST OF GRIFTON.
 EY1994'
 EY1994'THE STATION IS ALONG NC 102, 1.2 MILES EAST OF THE
 EY1994'RAILROAD CROSSING IN AYDEN, OR 0.6 MILE WEST OF SR 1723 CROSSROADS,
 EY1994'IN HIGHWAY SHOULDER AT INTERSECTION WITH SR 1722, AND DIRECTLY
 EY1994'OPPOSITE FRONT DOOR OF A FRAME HOUSE.
 EY1994'
 EY1994'STATION MARK IS A STANDARD DISK STAMPED---CABLER 1981---SET IN TOP OF
 EY1994'A 10 INCH CONCRETE CYLINDER, 10 INCHES BELOW GROUND SURFACE.  MARK IS
 EY1994'18.2 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 92.0 FEET WEST OF THE
 EY1994'CENTERLINE OF ROAD, 73.7 FEET SOUTHWEST OF TELEPHONE PEDESTAL POST (4)
 EY1994'WITH REFERENCE TAG AND 75.7 FEET NORTHEAST OF POWER POLE WITH
 EY1994'REFERENCE TAG.
 EY1994
 EY1994                          STATION RECOVERY (1982)
 EY1994
 EY1994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY1994'1.3 MI EAST FROM AYDEN.
 EY1994'STATION IS LOCATED APPROXIMATELY 1.3 MILES EAST OF AYDEN,
 EY1994'APPROXIMATELY 7.1 MILES NORTH-NORTHEAST OF GRIFTON, ALONG NC 102, 1.2
 EY1994'MILES EAST OF THE RAILROAD CROSSING IN AYDEN, 0.6 MILE WEST OF SR 1723
 EY1994'CROSSROADS, IN HIGHWAY SHOULDER AT INTERSECTION WITH SR 1722, DIRECTLY
 EY1994'OPPOSITE FRONT DOOR OF A FRAME HOUSE. 18.2 FEET NORTH OF CENTERLINE OF
 EY1994'HIGHWAY, 92.0 FEET WEST OF CENTERLINE OF ROAD, 73.7 FEET SOUTHWEST OF
 EY1994'FOUR TELEPHONE PEDESTAL WITH ALUMINUM REFERENCE TAG, 75.7 FEET
 EY1994'NORTHEAST OF POWER POLE WITH ALUMINUM REFERENCE TAG.
 EY1994
 EY1994                          STATION RECOVERY (1986)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 1986 (PLG)
 EY1994'RECOVERED IN GOOD CONDITION.
 EY1994
 EY1994                          STATION RECOVERY (1987)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 EY1994'RECOVERED IN GOOD CONDITION.
 EY1994
 EY1994                          STATION RECOVERY (1989)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY1994'RECOVERED IN GOOD CONDITION.
 EY1994
 EY1994                          STATION RECOVERY (1989)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY1994'MARK NOT FOUND.
 EY1994
 EY1994                          STATION RECOVERY (1989)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY1994'RECOVERED IN GOOD CONDITION.
 EY1994
 EY1994                          STATION RECOVERY (2001)
 EY1994
 EY1994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 EY1994'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION AND
 EY1994'CORRECTION.
 EY1994'MARK IS RECESSED 3 INCHES BELOW THE GROUND. LOCATED 73.7 FT (22.5 M)
 EY1994'SOUTHWEST OF TELEPHONE PEDESTAL POST NUMBER (102ER20N).
 EY1994'REFERENCED POWER POLE WITH REFERENCE TAG IS GONE.
 EY1994
 EY1994                          STATION RECOVERY (2003)
 EY1994
 EY1994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EY1994'RECOVERED AS DESCRIBED.
 EY1994
 EY1994                          STATION RECOVERY (2004)
 EY1994
 EY1994'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY1994'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0300 ***********************************************************************
 EZ0300  DESIGNATION -  CACTUS
 EZ0300  PID         -  EZ0300
 EZ0300  STATE/COUNTY-  NC/WAYNE
 EZ0300  USGS QUAD   -  GRANTHAM (1974)
 EZ0300
 EZ0300                         *CURRENT SURVEY CONTROL
 EZ0300  ___________________________________________________________________
 EZ0300* NAD 83(2001)-  35 17 36.58368(N)    078 13 55.51982(W)     ADJUSTED  
 EZ0300* NAVD 88     -        49.966  (meters)     163.93   (feet)  ADJUSTED  
 EZ0300  ___________________________________________________________________
 EZ0300  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 EZ0300  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 EZ0300  DYNAMIC HT  -          49.922 (meters)     163.79  (feet)  COMP
 EZ0300  MODELED GRAV-     979,749.6   (mgal)                       NAVD 88
 EZ0300
 EZ0300  HORZ ORDER  -  SECOND
 EZ0300  VERT ORDER  -  SECOND    CLASS II
 EZ0300
 EZ0300.The horizontal coordinates were established by classical geodetic methods
 EZ0300.and adjusted by the National Geodetic Survey in August 2005.
 EZ0300
 EZ0300.The orthometric height was determined by differential leveling
 EZ0300.and adjusted in June 1991.
 EZ0300
 EZ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0300
 EZ0300.The geoid height was determined by GEOID03.
 EZ0300
 EZ0300.The dynamic height is computed by dividing the NAVD 88
 EZ0300.geopotential number by the normal gravity value computed on the
 EZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0300.degrees latitude (g = 980.6199 gals.).
 EZ0300
 EZ0300.The modeled gravity was interpolated from observed gravity values.
 EZ0300
 EZ0300;                    North         East     Units Scale Factor Converg.
 EZ0300;SPC NC       -   171,490.052   679,441.620   MT  0.99987286   +0 26 35.6
 EZ0300;SPC NC       -   562,630.28  2,229,134.71   sFT  0.99987286   +0 26 35.6
 EZ0300;UTM  17      - 3,909,105.694   751,704.106   MT  1.00038085   +1 36 00.2
 EZ0300
 EZ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0300!SPC NC       -   0.99999757  x   0.99987286  =   0.99987043
 EZ0300!UTM  17      -   0.99999757  x   1.00038085  =   1.00037842
 EZ0300
 EZ0300|---------------------------------------------------------------------|
 EZ0300| PID    Reference Object                     Distance      Geod. Az  |
 EZ0300|                                                           dddmmss.s |
 EZ0300| EZ0301 BOX                                 399.073 METERS 24750     |
 EZ0300|---------------------------------------------------------------------|
 EZ0300
 EZ0300                          SUPERSEDED SURVEY CONTROL
 EZ0300
 EZ0300  NAD 83(1986)-  35 17 36.59193(N)    078 13 55.52576(W) AD(       ) 2
 EZ0300  NAD 27      -  35 17 36.00138(N)    078 13 56.53794(W) AD(       ) 2
 EZ0300  NGVD 29 (??/??/92)   50.263  (m)          164.90   (f) ADJ UNCH    2 2
 EZ0300
 EZ0300.Superseded values are not recommended for survey control.
 EZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0300.See file dsdata.txt to determine how the superseded data were derived.
 EZ0300
 EZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5170409106(NAD 83)
 EZ0300_MARKER: DE = TRAVERSE STATION DISK
 EZ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0300_STAMPING: CACTUS 1973
 EZ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0300+STABILITY: SURFACE MOTION
 EZ0300
 EZ0300  HISTORY     - Date     Condition        Report By
 EZ0300  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0300  HISTORY     - 1973     GOOD             NCGS
 EZ0300
 EZ0300                          STATION DESCRIPTION
 EZ0300
 EZ0300'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0300'CACTUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0300'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0300'
 EZ0300'CACTUS IS LOCATED APPROXIMATELY 7.7 MILES ENE OF NEWTON GROVE AND
 EZ0300'14.8 MILES WSW OF GOLDSBORO.  TO REACH STATION FROM THE TRAFFIC
 EZ0300'CIRCLE IN NEWTON GROVE, PROCEED EASTERLY ALONG US 13 FOR 8.0 MILES TO
 EZ0300'STATION ON THE LEFT, NEAR A TELEPHONE PEDESTAL, AND ACROSS
 EZ0300'HIGHWAY FROM A DIRT DRIVEWAY LEADING TO TWO 1 STORY FRAME HOUSES,
 EZ0300'AND 0.25 MILE EAST OF INTERSECTION WITH SR 1205.
 EZ0300'
 EZ0300'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CACTUS
 EZ0300'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ0300'INCH BELOW THE GROUND.
 EZ0300'
 EZ0300'MARK IS
 EZ0300'34.8 FEET N OF C/L OF US 13.
 EZ0300'3.5 FEET ESE OF TELEPHONE PEDESTAL NO. W13-155.
 EZ0300'60.2 FEET NNE OF W END OF CULVERT UNDER DRIVEWAY LEADING TO TWO
 EZ0300'FRAME HOUSES.
 EZ0300'81.3 FEET NNW OF 4 INCH CEDAR.
 EZ0300'102.5 FEET NE OF FENCE POST AT N END OF FENCE WITH ALUMINUM
 EZ0300'REF. TAG.
 EZ0300
 EZ0300                          STATION RECOVERY (1973)
 EZ0300
 EZ0300'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0300'7.7 MI ENE FROM NEWTON GROVE.
 EZ0300'CACTUS IS LOCATED APPROXIMATELY 14.8 MILES WSW OF GOLDSBORO.
 EZ0300'TO REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0300'EASTERLY ALONG U.S. 13 FOR 8.0 MILES TO STATION ON THE LEFT,
 EZ0300'NEAR A TELEPHONE PEDESTAL, AND ACROSS HIGHWAY FROM A DIRT
 EZ0300'DRIVEWAY LEADING TO TWO 1 STORY FRAME HOUSES, 0.25 MILES EAST
 EZ0300'OF INTERSECTION WITH SR 1205, 34.8 FT N OF C/L OF U.S. 13, 3.5 FT
 EZ0300'ESE OF TELEPHONE PEDESTAL W13-155, 60.2 FT NNE OF W END OF
 EZ0300'CULVERT UNDER DRIVEWAY LEADING TO TWO FRAME HOUSES, 81.3 FT NNW OF
 EZ0300'4 INCH CEDAR, AND 102.5 FT NE OF FENCE POST A N END OF FENCE
 EZ0300'WITH ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER,
 EZ0300'1 INCH BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2541 ***********************************************************************
 EA2541  DESIGNATION -  CACTUS
 EA2541  PID         -  EA2541
 EA2541  STATE/COUNTY-  NC/NEW HANOVER
 EA2541  USGS QUAD   -  HAMPSTEAD (1970)
 EA2541
 EA2541                         *CURRENT SURVEY CONTROL
 EA2541  ___________________________________________________________________
 EA2541* NAD 83(2001)-  34 16 18.10300(N)    077 44 27.29265(W)     ADJUSTED  
 EA2541* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 EA2541  ___________________________________________________________________
 EA2541  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 EA2541  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA2541  HORZ ORDER  -  THIRD
 EA2541
 EA2541.The horizontal coordinates were established by classical geodetic methods
 EA2541.and adjusted by the National Geodetic Survey in August 2005.
 EA2541
 EA2541.The orthometric height was scaled from a topographic map.
 EA2541
 EA2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2541
 EA2541.The geoid height was determined by GEOID03.
 EA2541
 EA2541;                    North         East     Units Scale Factor Converg.
 EA2541;SPC NC       -    58,609.371   725,548.845   MT  1.00001764   +0 43 36.1
 EA2541;SPC NC       -   192,287.58  2,380,404.84   sFT  1.00001764   +0 43 36.1
 EA2541;UTM  18      - 3,795,682.106   247,655.700   MT  1.00038500   -1 32 39.4
 EA2541
 EA2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2541!SPC NC       -   1.00000590  x   1.00001764  =   1.00002354
 EA2541!UTM  18      -   1.00000590  x   1.00038500  =   1.00039091
 EA2541
 EA2541:                Primary Azimuth Mark                     Grid Az
 EA2541:SPC NC       -  FLY                                      222 01 56.6
 EA2541:UTM  18      -  FLY                                      224 18 12.1
 EA2541
 EA2541|---------------------------------------------------------------------|
 EA2541| PID    Reference Object                     Distance      Geod. Az  |
 EA2541|                                                           dddmmss.s |
 EA2541| EA2850 FLY                                 APPROX. 1.4 KM 2224532.7 |
 EA2541|---------------------------------------------------------------------|
 EA2541
 EA2541                          SUPERSEDED SURVEY CONTROL
 EA2541
 EA2541  NAD 83(1986)-  34 16 18.11672(N)    077 44 27.30670(W) AD(       ) 3
 EA2541  NAD 27      -  34 16 17.50500(N)    077 44 28.38100(W) AD(       ) 3
 EA2541
 EA2541.Superseded values are not recommended for survey control.
 EA2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2541.See file dsdata.txt to determine how the superseded data were derived.
 EA2541
 EA2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4765695682(NAD 83)
 EA2541_MARKER: DS = TRIANGULATION STATION DISK
 EA2541_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2541_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2541_STAMPING: CACTUS 1914
 EA2541_MARK LOGO: CGS   
 EA2541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2541
 EA2541  HISTORY     - Date     Condition        Report By
 EA2541  HISTORY     - 1914     MONUMENTED       CGS
 EA2541  HISTORY     - 1926     MARK NOT FOUND   CGS
 EA2541  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2541  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2541
 EA2541                          STATION DESCRIPTION
 EA2541
 EA2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 EA2541'THIS STATION IS ABOUT 2-1/4 MILES SW FROM RICH INLET, ON THE
 EA2541'FIRST SAND HILL UP FROM THE BEACH, NOT MORE THAN 20 OR 30 YARDS
 EA2541'FROM HIGH-WATER MARK.
 EA2541'
 EA2541'THE STATION IS MARK BY A STANDARD BRONZE DISK SET IN CONCRETE IN
 EA2541'THE TOP OF A TILE.
 EA2541'
 EA2541'THERE ARE NO REFERENCE MARKS.
 EA2541
 EA2541                          STATION RECOVERY (1926)
 EA2541
 EA2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2541'NOT RECOVERED.  STATION MARK OBLITERATED BY SHIFTING SANDS AND
 EA2541'STORM WATERS.
 EA2541
 EA2541                          STATION RECOVERY (1933)
 EA2541
 EA2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2541'STATION WAS SEARCHED FOR BUT WAS NOT FOUND.  DESCRIPTION WAS
 EA2541'VERY MEAGER, AND DENSE COVERING OF UNDERBRUSH OVER SAND HILLS
 EA2541'MAKES CHANCES OF RECOVERY VERY REMOTE.
 EA2541
 EA2541                          STATION RECOVERY (1965)
 EA2541
 EA2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2541'LOST.  A SEARCH WAS MADE BUT THE STATION COULD NOT BE
 EA2541'FOUND.  THIS STATION ALSO REPORTED LOST IN 1926 AND 1933.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3838 ***********************************************************************
 FX3838  DESIGNATION -  CACTUS
 FX3838  PID         -  FX3838
 FX3838  STATE/COUNTY-  NC/CHOWAN
 FX3838  USGS QUAD   -  EDENTON (1981)
 FX3838
 FX3838                         *CURRENT SURVEY CONTROL
 FX3838  ___________________________________________________________________
 FX3838* NAD 83(2001)-  36 00 23.65946(N)    076 30 49.59113(W)     ADJUSTED  
 FX3838* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3838  ___________________________________________________________________
 FX3838  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX3838  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX3838  HORZ ORDER  -  SECOND
 FX3838
 FX3838.The horizontal coordinates were established by classical geodetic methods
 FX3838.and adjusted by the National Geodetic Survey in August 2005.
 FX3838
 FX3838.The orthometric height was scaled from a topographic map.
 FX3838
 FX3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3838
 FX3838.The geoid height was determined by GEOID03.
 FX3838
 FX3838;                    North         East     Units Scale Factor Converg.
 FX3838;SPC NC       -   253,136.558   833,717.240   MT  0.99995925   +1 26 05.9
 FX3838;SPC NC       -   830,498.86  2,735,287.31   sFT  0.99995925   +1 26 05.9
 FX3838;UTM  18      - 3,985,737.022   363,573.405   MT  0.99982934   -0 53 24.2
 FX3838
 FX3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3838!SPC NC       -   1.00000522  x   0.99995925  =   0.99996447
 FX3838!UTM  18      -   1.00000522  x   0.99982934  =   0.99983455
 FX3838
 FX3838:                Primary Azimuth Mark                     Grid Az
 FX3838:SPC NC       -  CACTUS RM 1 AZIMUTH                      033 53 10.3
 FX3838:UTM  18      -  CACTUS RM 1 AZIMUTH                      036 12 40.4
 FX3838
 FX3838|---------------------------------------------------------------------|
 FX3838| PID    Reference Object                     Distance      Geod. Az  |
 FX3838|                                                           dddmmss.s |
 FX3838| FX4614 CACTUS RM 1 AZIMUTH                                0351916.2 |
 FX3838| FX4615 CACTUS RM 2                          47.336 METERS 05036     |
 FX3838| FX3839 CACTUS RM 3=CACTUS 2                 58.797 METERS 29438     |
 FX3838|---------------------------------------------------------------------|
 FX3838
 FX3838                          SUPERSEDED SURVEY CONTROL
 FX3838
 FX3838  NAD 83(1993)-  36 00 23.67092(N)    076 30 49.60396(W) AD(       ) 2
 FX3838  NAD 83(1986)-  36 00 23.67097(N)    076 30 49.60420(W) AD(       ) 2
 FX3838  NAD 27      -  36 00 23.08800(N)    076 30 50.81900(W) AD(       ) 2
 FX3838
 FX3838.Superseded values are not recommended for survey control.
 FX3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3838.See file dsdata.txt to determine how the superseded data were derived.
 FX3838
 FX3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6357385737(NAD 83)
 FX3838
 FX3838  HISTORY     - Date     Condition        Report By
 FX3838  HISTORY     - 1909     MONUMENTED       CGS
 FX3838  HISTORY     - 1931     SEE DESCRIPTION  CGS
 FX3838  HISTORY     - 1942     MARK NOT FOUND   CGS
 FX3838
 FX3838                          STATION DESCRIPTION
 FX3838
 FX3838'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 FX3838'ON N SHORE OF ALBERMARLE SOUND, ABOUT 6-3/4 MILES W OF LAUREL
 FX3838'POINT LIGHTHOUSE, AND ABOUT 6-1/2 MILES SE OF EDENTON. TO REACH
 FX3838'FROM EDENTON, GO E ON CHURCH STREET FROM ITS INTERSECTION WITH
 FX3838'BROAD STREET TO RAILROAD CROSSING, CONTINUE ON CONCRETE ROAD 2.1
 FX3838'MILES TO ASPHALT ROAD LEADING RIGHT, FOLLOW ASPHALT ROAD 3.5
 FX3838'MILES TO DIRT T-ROAD ON RIGHT, CONTINUE ON THIS DIRT ROAD 0.6
 FX3838'MILE TO CLUSTER OF MAIL BOXES AT POINT WHERE MAIN ROAD TURNS
 FX3838'RIGHT, KEEP STRAIGHT AHEAD 0.3 MILE FROM THIS POINT, TAKE LEFT
 FX3838'FORK AFTER PASSING THROUGH GATE, AND PROCEED 0.7 MILE TO FARMYARD
 FX3838'OF J.C. BOYCE AT EDGE OF WATER.  STATION SITE IS ABOUT ONE-THIRD
 FX3838'MILE DOWN E SHORE LINE ON NARROW SANDY POINT PROJECTING INTO
 FX3838'WATER.  MARK IS ABOUT 90 YARDS N FROM END OF POINT, 40 YARDS FROM
 FX3838'E SHORE, AND 45 YARDS FROM W SHORE.  SURFACE MARK AND REFERENCE
 FX3838'MARK, PLACED IN 1909, HAVE BEEN UPROOTED. UNDERGROUND MARK IS IN
 FX3838'CORRECT POSITION, AND CONSISTS OF NAIL IN SHORT SECTION OF 6-INCH
 FX3838'DRAIN TILE WHICH IS FILLED WITH AND SET IN CONCRETE ABOUT 3 FEET
 FX3838'BELOW SURFACE. THREE BRONZE DISKS IN CONCRETE, NOTE 11A, WERE
 FX3838'PLACED IN 1931, AND STAMPED 1909-1931.  NO.1 IS APPROXIMATELY
 FX3838'ONE-HALF MILE FROM STATION IN BEARING N 35 DEG 19 MIN E.   NO.2
 FX3838'IS 3 METERS (10 FEET) S 10-INCH PINE, 18 METERS (59 FEET) W OF
 FX3838'WATER, AND 47.33 METERS (15 FEET) FROM STATION IN BEARING N 50
 FX3838'DEG 36 MIN E. NO.3 IS 0.3 M FOOT) N OF 10-INCH PINE, 3 METERS (10
 FX3838'FEET) S OF OLD STUMP, 15 METERS (49 FEET) N OF EDGE OF WATER, AND
 FX3838'58.79 METERS (192.9 FEET FROM STATION IN BEARING N 65 DEG 22 MIN W.
 FX3838
 FX3838                          STATION RECOVERY (1942)
 FX3838
 FX3838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW)
 FX3838'THIS STATION WAS DESTROYED WHEN STATE HIGHWAY 32 WAS BUILT. IT IS
 FX3838'UNDER THE FILL LEADING TO THE BRIDGE OVER ALBEMARLE SOUND. THE
 FX3838'STATION WAS PLOTTED ON THE TOPOGRAPHIC SHEET. THE LOCATION OF THE
 FX3838'N APPROACH TO THE BRIDGE PASSES OVER THE STATION. THE REFERENCE
 FX3838'MARKS WERE FOUND. A NEW STATION NAMED CACTUS 2 WAS ESTABLISHED IN
 FX3838'PLACE OF THE NO. 3 REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3839 ***********************************************************************
 FX3839  DESIGNATION -  CACTUS RM 3=CACTUS 2
 FX3839  PID         -  FX3839
 FX3839  STATE/COUNTY-  NC/CHOWAN
 FX3839  USGS QUAD   -  EDENTON (1981)
 FX3839
 FX3839                         *CURRENT SURVEY CONTROL
 FX3839  ___________________________________________________________________
 FX3839* NAD 83(2001)-  36 00 24.45442(N)    076 30 51.72539(W)     ADJUSTED  
 FX3839* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FX3839  ___________________________________________________________________
 FX3839  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 FX3839  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 FX3839  HORZ ORDER  -  SECOND
 FX3839
 FX3839.The horizontal coordinates were established by classical geodetic methods
 FX3839.and adjusted by the National Geodetic Survey in August 2005.
 FX3839
 FX3839.The orthometric height was scaled from a topographic map.
 FX3839
 FX3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3839
 FX3839.The geoid height was determined by GEOID03.
 FX3839
 FX3839;                    North         East     Units Scale Factor Converg.
 FX3839;SPC NC       -   253,159.713   833,663.197   MT  0.99995930   +1 26 04.7
 FX3839;SPC NC       -   830,574.83  2,735,110.01   sFT  0.99995930   +1 26 04.7
 FX3839;UTM  18      - 3,985,762.347   363,520.353   MT  0.99982952   -0 53 25.5
 FX3839
 FX3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3839!SPC NC       -   1.00000521  x   0.99995930  =   0.99996451
 FX3839!UTM  18      -   1.00000521  x   0.99982952  =   0.99983473
 FX3839
 FX3839|---------------------------------------------------------------------|
 FX3839| PID    Reference Object                     Distance      Geod. Az  |
 FX3839|                                                           dddmmss.s |
 FX3839| FX4616 CACTUS 2 RM 1                        19.099 METERS 09349     |
 FX3839| EY3949 HIGHWAY BRIDGE CEN DRAW LIGHT       APPROX. 2.4 KM 1562408.0 |
 FX3839| EY3952 PIERCE                              APPROX. 6.2 KM 1733305.4 |
 FX3839| EY3956 DRAW                                APPROX. 7.0 KM 2514729.2 |
 FX3839| FX3846 FISH HOUSE WEST GABLE               APPROX. 1.0 KM 2755609.6 |
 FX3839| FX4617 CACTUS 2 RM 2                        17.753 METERS 35404     |
 FX3839|---------------------------------------------------------------------|
 FX3839
 FX3839                          SUPERSEDED SURVEY CONTROL
 FX3839
 FX3839  NAD 83(1993)-  36 00 24.46587(N)    076 30 51.73820(W) AD(       ) 2
 FX3839  NAD 83(1986)-  36 00 24.46591(N)    076 30 51.73845(W) AD(       ) 2
 FX3839  NAD 27      -  36 00 23.88300(N)    076 30 52.95300(W) AD(       ) 2
 FX3839
 FX3839.Superseded values are not recommended for survey control.
 FX3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3839.See file dsdata.txt to determine how the superseded data were derived.
 FX3839
 FX3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6352085762(NAD 83)
 FX3839_MARKER: DS = TRIANGULATION STATION DISK
 FX3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3839
 FX3839  HISTORY     - Date     Condition        Report By
 FX3839  HISTORY     - 1942     MONUMENTED       CGS
 FX3839  HISTORY     - 1963     MARK NOT FOUND   CGS
 FX3839
 FX3839                          STATION DESCRIPTION
 FX3839
 FX3839'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JEW)
 FX3839'ON N SHORE OF ALBEMARLE SOUND, ON THE W SIDE OF SANDY POINT, 43.0
 FX3839'METERS WSW OF THE CENTER LINE OF STATE HIGHWAY 32 (MEASUREMENT
 FX3839'TAKEN ON RANGE WITH RAILROAD DRAWBRIDGE), 18.7 METERS N OF MEAN
 FX3839'WATER LEVEL LINE, 1.3 METERS N OF AN E-AND-W FENCE, IN EDGE OF
 FX3839'PINE THICKET.  STAMPED CACTUS 2, 1942.  THIS STATION WAS PLACED IN
 FX3839'THE POSITION OF CACTUS R.M. NO.3 1931.
 FX3839'
 FX3839'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE AS
 FX3839'DESCRIBED IN NOTES 1A AND 11A.
 FX3839'
 FX3839'REFERENCE MARK NO.1 IS 19.089 METERS (62.66) FEET E OF THE
 FX3839'STATION.  STAMPED 1 1942.
 FX3839'
 FX3839'REFERENCE MARK NO.2 IS 17.753 METERS (58.24 FEET) N OF THE STATION
 FX3839'STAMPED 2 1942.
 FX3839
 FX3839                          STATION RECOVERY (1963)
 FX3839
 FX3839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3839'THIS STATION BELIEVED TO BE DESTROYED, STATION BEING
 FX3839'APPROXIMATELY 30 FEET OUT IN THE WATER.  R.M. MARKS ARE IN AREA
 FX3839'WHERE SAND HAS BEEN REMOVED FOR CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2236 ***********************************************************************
 EY2236  DESIGNATION -  CADILLAC
 EY2236  PID         -  EY2236
 EY2236  STATE/COUNTY-  NC/PITT
 EY2236  USGS QUAD   -  GREENVILLE SW (1981)
 EY2236
 EY2236                         *CURRENT SURVEY CONTROL
 EY2236  ___________________________________________________________________
 EY2236* NAD 83(2001)-  35 36 46.59121(N)    077 23 21.39195(W)     ADJUSTED  
 EY2236* NAVD 88     -        21.73   (+/-2cm)      71.3    (feet)  VERTCON   
 EY2236  ___________________________________________________________________
 EY2236  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 EY2236  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 EY2236  HORZ ORDER  -  SECOND
 EY2236  VERT ORDER  -  THIRD ? (See Below)
 EY2236
 EY2236.The horizontal coordinates were established by classical geodetic methods
 EY2236.and adjusted by the National Geodetic Survey in August 2005.
 EY2236
 EY2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2236.The vertical order pertains to the NGVD 29 superseded value.
 EY2236
 EY2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2236
 EY2236.The geoid height was determined by GEOID03.
 EY2236
 EY2236;                    North         East     Units Scale Factor Converg.
 EY2236;SPC NC       -   207,841.708   755,514.314   MT  0.99989240   +0 55 46.8
 EY2236;SPC NC       -   681,894.00  2,478,716.55   sFT  0.99989240   +0 55 46.8
 EY2236;UTM  18      - 3,943,647.810   283,592.581   MT  1.00017714   -1 23 30.6
 EY2236
 EY2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2236!SPC NC       -   1.00000221  x   0.99989240  =   0.99989461
 EY2236!UTM  18      -   1.00000221  x   1.00017714  =   1.00017935
 EY2236
 EY2236                          SUPERSEDED SURVEY CONTROL
 EY2236
 EY2236  NAD 83(1986)-  35 36 46.60015(N)    077 23 21.40180(W) AD(       ) 2
 EY2236  NAD 27      -  35 36 46.02024(N)    077 23 22.52244(W) AD(       ) 2
 EY2236  NGVD 29 (07/19/86)   22.09   (m)           72.5    (f) LEVELING    3  
 EY2236
 EY2236.Superseded values are not recommended for survey control.
 EY2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2236.See file dsdata.txt to determine how the superseded data were derived.
 EY2236
 EY2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8359343648(NAD 83)
 EY2236_MARKER: DE = TRAVERSE STATION DISK
 EY2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2236_STAMPING: CADILLAC 1966
 EY2236_MARK LOGO: NCGS  
 EY2236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EY2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2236+STABILITY: SURFACE MOTION
 EY2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2236+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1999
 EY2236
 EY2236  HISTORY     - Date     Condition        Report By
 EY2236  HISTORY     - 1966     MONUMENTED       NCGS
 EY2236  HISTORY     - 1988     GOOD             USPSQD
 EY2236  HISTORY     - 19990323 GOOD             NCGS
 EY2236
 EY2236                          STATION DESCRIPTION
 EY2236
 EY2236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1966 (CBM)
 EY2236'CADILLAC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2236'IN THE VICINITY OF GREENVILLE, NORTH CAROLINA.
 EY2236'
 EY2236'CADILLAC IS LOCATED APPROXIMATELY 0.67 MILES NW OF THE CENTER OF
 EY2236'GREENVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EY2236'5TH ST. AND U.S. 13-NC EAST ON 5TH ST. FOR 0.2 MILES TO
 EY2236'STATION.  THE STATION IS LOCATED ON SOUTH SHOULDER OF 5TH
 EY2236'STREET.  SOUTHEAST OF INTERSECTION OF CADILLAC ST. WITH FIFTH
 EY2236'ST.  ACROSS STREET FROM PHILLIPS 66 SERVICE STATION.  AND IN
 EY2236'FRONT YARD OF DUPLEX HOUSE NO. 1411A AND 1411B.
 EY2236'
 EY2236'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2236'CADILLAC 1966, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2236'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2236'
 EY2236'MARK IS
 EY2236'
 EY2236'1.2 FT S OF SOUTH CURB OF FIFTH ST.
 EY2236'
 EY2236'12.6 FT E OF TP 1208-1/2 WITH ALUMINUM REF. TAG
 EY2236'
 EY2236'29.45 FT NNE OF NORTHWEST CORNER OF PORCH OF 1411B
 EY2236'
 EY2236'4.85 FT W OF WESTERNMOST OF TWO WATER METER BOXES
 EY2236
 EY2236                          STATION RECOVERY (1988)
 EY2236
 EY2236'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2236'RECOVERED IN GOOD CONDITION.
 EY2236
 EY2236                          STATION RECOVERY (1999)
 EY2236
 EY2236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EY2236'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY2236'CORRECTIONS.
 EY2236'MARK IS ABOUT 0.5-FOOT BELOW THE CENTERLINE OF FIFTH ST. (MARTIN
 EY2236'LUTHER KING DR.) AND IS RECESSED 1 INCH BELOW THE GROUND. LOCATED 5.6
 EY2236'FT (1.7 M) WEST-NORTHWEST OF THE WESTERNMOST OF TWO WATER METER BOXES
 EY2236'AND 11.5 FT (3.5 M) EAST-NORTHEAST OF A TELEPHONE POLE (14-2) WITH A
 EY2236'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH4039 ***********************************************************************
 AH4039  DESIGNATION -  CADLE
 AH4039  PID         -  AH4039
 AH4039  STATE/COUNTY-  NC/SURRY
 AH4039  USGS QUAD   -  DOBSON (1994)
 AH4039
 AH4039                         *CURRENT SURVEY CONTROL
 AH4039  ___________________________________________________________________
 AH4039* NAD 83(2001)-  36 26 17.65642(N)    080 40 08.69874(W)     ADJUSTED  
 AH4039* NAVD 88     -       371.3    (meters)    1218.     (feet)  VERTCON   
 AH4039  ___________________________________________________________________
 AH4039  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AH4039  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AH4039  HORZ ORDER  -  SECOND
 AH4039
 AH4039.The horizontal coordinates were established by classical geodetic methods
 AH4039.and adjusted by the National Geodetic Survey in August 2005.
 AH4039
 AH4039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH4039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH4039
 AH4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4039
 AH4039.The geoid height was determined by GEOID03.
 AH4039
 AH4039;                    North         East     Units Scale Factor Converg.
 AH4039;SPC NC       -   299,487.971   459,941.580   MT  1.00008713   -0 57 48.0
 AH4039;SPC NC       -   982,570.12  1,508,991.67   sFT  1.00008713   -0 57 48.0
 AH4039;UTM  17      - 4,032,608.096   529,658.928   MT  0.99961084   +0 11 47.6
 AH4039
 AH4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4039!SPC NC       -   0.99994696  x   1.00008713  =   1.00003409
 AH4039!UTM  17      -   0.99994696  x   0.99961084  =   0.99955782
 AH4039
 AH4039                          SUPERSEDED SURVEY CONTROL
 AH4039
 AH4039  NAD 83(1986)-  36 26 17.66395(N)    080 40 08.70570(W) AD(       ) 2
 AH4039  NGVD 29 (12/22/97)  371.4    (m)         1219.     (f) VERT ANG    3  
 AH4039
 AH4039.Superseded values are not recommended for survey control.
 AH4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4039.See file dsdata.txt to determine how the superseded data were derived.
 AH4039
 AH4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2965932608(NAD 83)
 AH4039_MARKER: DH = HORIZONTAL CONTROL DISK
 AH4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4039_STAMPING: CADLE 1986
 AH4039_MARK LOGO: NCGS  
 AH4039_PROJECTION: FLUSH
 AH4039_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4039+STABILITY: SURFACE MOTION
 AH4039
 AH4039  HISTORY     - Date     Condition        Report By
 AH4039  HISTORY     - 1986     MONUMENTED       NCGS
 AH4039
 AH4039                          STATION DESCRIPTION
 AH4039
 AH4039'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH4039'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTHEAST OF DOBSON, AND
 AH4039'ABOUT 8.7 KM (5.40 MI) SOUTHWEST OF MT. AIRY. ALONG US 601 FOR 3.8 KM
 AH4039'(2.35 MI) NORTHEAST FROM US 601 BUSINESS, OR 0.6 KM (0.35 MI)
 AH4039'SOUTHWEST FROM SR 1356 (CADLE FORD RD.), ON TOP OF HIGH CUT BANK ABOUT
 AH4039'300-FEET SOUTHWEST OF AN OLD FIELD ROAD. MARK PROJECTS 2 INCHES ABOVE
 AH4039'GROUND AND IS ABOUT 20-FEET HIGHER THAN HIGHWAY. LOCATED 24.1 M (79.1
 AH4039'FT) SLOPE DISTANCE NORTHWEST OF THE CENTERLINE OF HIGHWAY, 43.0 M
 AH4039'(141.1 FT) SLOPE DISTANCE WEST-SOUTHWEST OF DROP INLET AT SOUTHWEST
 AH4039'END OF CONCRETE DITCH, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST--AND
 AH4039'12.8 M (42.0 FT) SOUTH OF A 10-INCH PINE, 9.4 M (30.8 FT)
 AH4039'EAST-SOUTHEAST OF AN 8-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0471 ***********************************************************************
 FA0471  DESIGNATION -  CADWELL
 FA0471  PID         -  FA0471
 FA0471  STATE/COUNTY-  NC/MECKLENBURG
 FA0471  USGS QUAD   -  MINT HILL (1993)
 FA0471
 FA0471                         *CURRENT SURVEY CONTROL
 FA0471  ___________________________________________________________________
 FA0471* NAD 83(2001)-  35 14 25.17222(N)    080 40 24.54543(W)     ADJUSTED  
 FA0471* NAVD 88     -       226.032  (meters)     741.57   (feet)  ADJUSTED  
 FA0471  ___________________________________________________________________
 FA0471  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 FA0471  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 FA0471  DYNAMIC HT  -         225.827 (meters)     740.90  (feet)  COMP
 FA0471  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 FA0471
 FA0471  HORZ ORDER  -  SECOND
 FA0471  VERT ORDER  -  SECOND    CLASS II
 FA0471
 FA0471.The horizontal coordinates were established by classical geodetic methods
 FA0471.and adjusted by the National Geodetic Survey in August 2005.
 FA0471
 FA0471.The orthometric height was determined by differential leveling
 FA0471.and adjusted in June 1991.
 FA0471
 FA0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0471
 FA0471.The geoid height was determined by GEOID03.
 FA0471
 FA0471.The dynamic height is computed by dividing the NAVD 88
 FA0471.geopotential number by the normal gravity value computed on the
 FA0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0471.degrees latitude (g = 980.6199 gals.).
 FA0471
 FA0471.The modeled gravity was interpolated from observed gravity values.
 FA0471
 FA0471;                    North         East     Units Scale Factor Converg.
 FA0471;SPC NC       -   166,605.434   457,306.479   MT  0.99987261   -0 57 57.2
 FA0471;SPC NC       -   546,604.66  1,500,346.34   sFT  0.99987261   -0 57 57.2
 FA0471;UTM  17      - 3,899,743.634   529,707.726   MT  0.99961088   +0 11 18.3
 FA0471
 FA0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0471!SPC NC       -   0.99996927  x   0.99987261  =   0.99984189
 FA0471!UTM  17      -   0.99996927  x   0.99961088  =   0.99958016
 FA0471
 FA0471                          SUPERSEDED SURVEY CONTROL
 FA0471
 FA0471  NAD 83(1986)-  35 14 25.18714(N)    080 40 24.55465(W) AD(       ) 2
 FA0471  NAD 27      -  35 14 24.66117(N)    080 40 25.31389(W) AD(       ) 2
 FA0471  NGVD 29 (??/??/92)  226.261  (m)          742.32   (f) ADJ UNCH    2 0
 FA0471
 FA0471.Superseded values are not recommended for survey control.
 FA0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0471.See file dsdata.txt to determine how the superseded data were derived.
 FA0471
 FA0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2970899744(NAD 83)
 FA0471_MARKER: DE = TRAVERSE STATION DISK
 FA0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0471_SP_SET: CONCRETE CYLINDER
 FA0471_STAMPING: CADWELL 1970
 FA0471_MARK LOGO: NCGS  
 FA0471_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0471+STABILITY: SURFACE MOTION
 FA0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0471+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 FA0471
 FA0471  HISTORY     - Date     Condition        Report By
 FA0471  HISTORY     - 1970     MONUMENTED       NCGS
 FA0471  HISTORY     - 1972     GOOD             NCGS
 FA0471  HISTORY     - 1977     GOOD             LOCSUR
 FA0471  HISTORY     - 1985     GOOD             USPSQD
 FA0471  HISTORY     - 19870101 GOOD             NCGS
 FA0471  HISTORY     - 1990     GOOD             USPSQD
 FA0471  HISTORY     - 19940421 POOR             USPSQD
 FA0471  HISTORY     - 19990127 GOOD             NCGS
 FA0471  HISTORY     - 20070605 GOOD             CASUIN
 FA0471
 FA0471                          STATION DESCRIPTION
 FA0471
 FA0471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0471'CADWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0471'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0471'
 FA0471'CADWELL IS LOCATED APPROXIMATELY 10.25 MILES EAST OF CHARLOTTE.  TO
 FA0471'REACH STATION PROCEED FROM THE INTERSECTION OF SR 2805 AND SR 2822,
 FA0471'GO WEST ON SR 2822 FOR 0.3 MILE TO INTERSECTION OF SR 2822
 FA0471'(ROBINSON CHURCH RD.) AND SR 2807 AND STATION ON RIGHT (NORTH) SIDE
 FA0471'OF SR 2822.  STATION IS ON TOP OF BACK SLOPE OF SIDE DITCH, IN NW
 FA0471'QUADRANT OF INTERSECTION OF SR 2822 AND SR 2807, AND SOUTHEAST
 FA0471'OF A ONE STORY HOUSE ON OPPOSITE SIDE OF SR 2807.
 FA0471'
 FA0471'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CADWELL
 FA0471'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA0471'1 INCH BELOW THE SURFACE OF THE GROUND.
 FA0471'
 FA0471'MARK IS
 FA0471'22.5 FEET NE OF C/L OF SR 2822.
 FA0471'31.3 FEET WSW OF C/L OF SR 2807.
 FA0471'108.3 FEET NW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FA0471'47.2 FEET SSE OF ALUMINUM REF. TAG ON 24 INCH OAK.
 FA0471'68.8 FEET SSW OF ALUMINUM REF. TAG ON 10 INCH PINE.
 FA0471'54.7 FEET SW OF ALUMINUM REF. TAG ON 12 INCH PINE.
 FA0471'15.6 FEET NW OF ALUMINUM REF. TAG ON STOP SIGN ON SR 2807.
 FA0471
 FA0471                          STATION RECOVERY (1972)
 FA0471
 FA0471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0471'3.1 MI NE FROM HICKORY GROVE.
 FA0471'STATION IS LOCATED APPROXIMATELY 9.6 MI. E OF DOWNTOWN CHARLOTTE,
 FA0471'ABOUT 0.3 MI. W ALONG SR 2822 (ROBINSON CHURCH RD.) FROM
 FA0471'INTERSECTION WITH SR 2805 (HARRISBURG RD.), IN THE NW QUADRANT
 FA0471'OF INTERSECTION OF SR 2822 AND SR 2807, 22.5 FT NE OF C/L OF
 FA0471'SR 2822, 31.3 FT WSW OF C/L OF SR 2807, 15.6 FT NW OF ALUMINUM
 FA0471'REF. TAG ON STOP SIGN, 47.2 FT SSE OF ALUMINUM REF. TAG ON
 FA0471'24 INCH OAK AND 108.3 FT NW OF ALUMINUM REF. TAG ON PP
 FA0471'W/TRANSFORMER.  MARK IS 1 INCH BELOW THE GROUND.
 FA0471
 FA0471                          STATION RECOVERY (1977)
 FA0471
 FA0471'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0471'RECOVERED IN GOOD CONDITION.
 FA0471
 FA0471                          STATION RECOVERY (1985)
 FA0471
 FA0471'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLM)
 FA0471'RECOVERED IN GOOD CONDITION.
 FA0471
 FA0471                          STATION RECOVERY (1987)
 FA0471
 FA0471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA0471'RECOVERED AS DESCRIBED.
 FA0471
 FA0471                          STATION RECOVERY (1990)
 FA0471
 FA0471'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0471'RECOVERED IN GOOD CONDITION.
 FA0471
 FA0471                          STATION RECOVERY (1994)
 FA0471
 FA0471'RECOVERY NOTE BY US POWER SQUADRON 1994 (LFH)
 FA0471'MARKER IS TILTED 10 DEG. TO NNE.  GOOD FOR GPS.
 FA0471
 FA0471                          STATION RECOVERY (1999)
 FA0471
 FA0471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (JGG)
 FA0471'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS LOCATED
 FA0471'7.7 FT (2.3 M) SOUTHEAST OF M048 AZ MK.
 FA0471
 FA0471                          STATION RECOVERY (2007)
 FA0471
 FA0471'RECOVERY NOTE BY CAROLINA SURVERYORS INC 2007 (DTS)
 FA0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4023 ***********************************************************************
 EY4023  DESIGNATION -  CADY
 EY4023  PID         -  EY4023
 EY4023  STATE/COUNTY-  NC/BEAUFORT
 EY4023  USGS QUAD   -  PANTEGO (1974)
 EY4023
 EY4023                         *CURRENT SURVEY CONTROL
 EY4023  ___________________________________________________________________
 EY4023* NAD 83(2001)-  35 30 25.68710(N)    076 41 53.06886(W)     ADJUSTED  
 EY4023* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY4023  ___________________________________________________________________
 EY4023  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 EY4023  GEOID HEIGHT-         -37.11  (meters)                     GEOID03
 EY4023  HORZ ORDER  -  SECOND
 EY4023
 EY4023.The horizontal coordinates were established by classical geodetic methods
 EY4023.and adjusted by the National Geodetic Survey in August 2005.
 EY4023
 EY4023.The orthometric height was scaled from a topographic map.
 EY4023
 EY4023.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4023
 EY4023.The geoid height was determined by GEOID03.
 EY4023
 EY4023;                    North         East     Units Scale Factor Converg.
 EY4023;SPC NC       -   197,340.771   818,391.779   MT  0.99988249   +1 19 43.0
 EY4023;SPC NC       -   647,442.18  2,685,007.03   sFT  0.99988249   +1 19 43.0
 EY4023;UTM  18      - 3,930,610.430   346,002.565   MT  0.99989225   -0 59 11.2
 EY4023
 EY4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4023!SPC NC       -   1.00000556  x   0.99988249  =   0.99988805
 EY4023!UTM  18      -   1.00000556  x   0.99989225  =   0.99989781
 EY4023
 EY4023|---------------------------------------------------------------------|
 EY4023| PID    Reference Object                     Distance      Geod. Az  |
 EY4023|                                                           dddmmss.s |
 EY4023| EY4837 CADY RM 1                            35.083 METERS 10425     |
 EY4023| EY4838 CADY RM 2                                          1881028.6 |
 EY4023| EY4839 CADY RM 3                            43.206 METERS 18857     |
 EY4023|---------------------------------------------------------------------|
 EY4023
 EY4023                          SUPERSEDED SURVEY CONTROL
 EY4023
 EY4023  NAD 83(1986)-  35 30 25.69827(N)    076 41 53.07951(W) AD(       ) 2
 EY4023  NAD 27      -  35 30 25.10400(N)    076 41 54.31900(W) AD(       ) 2
 EY4023
 EY4023.Superseded values are not recommended for survey control.
 EY4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4023.See file dsdata.txt to determine how the superseded data were derived.
 EY4023
 EY4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4600330610(NAD 83)
 EY4023_MARKER: DS = TRIANGULATION STATION DISK
 EY4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4023
 EY4023  HISTORY     - Date     Condition        Report By
 EY4023  HISTORY     - 1935     MONUMENTED       CGS
 EY4023  HISTORY     - 1949     GOOD             CGS
 EY4023
 EY4023                          STATION DESCRIPTION
 EY4023
 EY4023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY4023'STATION IS ON THE N SIDE OF PUNGO CREEK NEAR CADY LANDING, ABOUT
 EY4023'3 MILES SE OF YEATSVILLE, AND ABOUT 1-1/4 MILES NE OF PUNGO
 EY4023'CREEK DRAWBRIDGE.
 EY4023'
 EY4023'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 EY4023'DISKS SET IN CONCRETE.
 EY4023'
 EY4023'STATION IS IN THE NW CORNER OF A HAYFIELD, 23 FEET E OF A
 EY4023'SMALL SHED.  LAND IS OWNED BY SAVINGS AND TRUST COMPANY OF
 EY4023'WASHINGTON, NORTH CAROLINA.
 EY4023'
 EY4023'REFERENCE MARK NO. 1 IS ESE OF THE STATION ON EDGE OF A
 EY4023'CULTIVATED FIELD.  REFERENCE MARK NO. 2 (AZIMUTH MARK) IS 1/4
 EY4023'MILE S BY W OF THE STATION, 45 YARDS N OF PUNGO CREEK IN A GROVE
 EY4023'OF PINES.  REFERENCE MARK NO. 3 IS S BY W OF THE STATION.
 EY4023'
 EY4023'TO REACH FROM BELHAVEN, GO W 0.9 MILE ON HIGHWAY 264 AND TURN
 EY4023'LEFT ON RANSOMVILLE ROAD.  WITH 0.0 HERE GO AS FOLLOWS--AT 3.5
 EY4023'TAKE RIGHT FORK, AT 4.9 TURN SHARP LEFT ON WOODS ROAD, AT 5.2
 EY4023'TURN SHARP RIGHT, AND AT 5.3 COME TO STATION JUST BEYOND A
 EY4023'WATER HOLE, AND NEAR A SMALL SHED.
 EY4023'
 EY4023'HEIGHT OF SIGNAL ABOVE STATION MARK - 39 METERS.
 EY4023
 EY4023                          STATION RECOVERY (1949)
 EY4023
 EY4023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EY4023'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 EY4023'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED WITH A
 EY4023'STEEL TAPE AND FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION
 EY4023'IS INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY4023'
 EY4023'STATION IS ON THE N SIDE OF PUNGO CREEK, ABOUT 3 MILES SE OF
 EY4023'YEATSVILLE, AND 1.25 MILES NE OF PUNGO CREEK DRAWBRIDGE.  IT IS
 EY4023'NEAR THE NE CORNER OF CLEARED LAND, NEAR A GROUP OF FOUR PINE
 EY4023'TREES, 24.5 FEET E OF THE LARGEST TREE IN THE GROUP WHICH IS
 EY4023'BLAZED, 28.5 FEET N OF THE CENTER LINE OF FIELD ROAD, 96.0 FEET
 EY4023'W OF THE INTERSECTION OF DIM WOODS ROAD AND DITCH, AND 33.0
 EY4023'FEET S OF THE DITCH AT THE EDGE OF WOODS.
 EY4023'
 EY4023'STATION MARK IS A BRONZE STATION DISK, STAMPED CADY 1935, SET
 EY4023'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 EY4023'INCHES ABOVE GROUND.
 EY4023'
 EY4023'R.M. 1 IS ESE OF THE STATION, AT EDGE OF A CULTIVATED FIELD,
 EY4023'27 FEET SE OF THE INTERSECTION OF THE CENTER LINE OF DIM WOODS
 EY4023'ROAD AND DITCH.  IT IS A BRONZE REFERENCE DISK, STAMPED CADY NO
 EY4023'1 1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EY4023'PROJECTING 4 INCHES ABOVE GROUND.
 EY4023'
 EY4023'R.M. 2 (AZ. MK.) IS IN A CULTIVATED FIELD, 1359.5 FEET S OF
 EY4023'THE STATION, 134 FEET N OF THE CREEK, 106 FEET S OF A SMALL
 EY4023'DITCH, AND 67.5 FEET W OF A 12-INCH BLAZED GUM TREE.  IT IS A
 EY4023'BRONZE REFERENCE DISK, STAMPED CADY NO 2 1935, SET IN THE TOP
 EY4023'OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES
 EY4023'ABOVE GROUND.
 EY4023'
 EY4023'R.M. 3 IS S BY W OF THE STATION, IN A CULTIVATED FIELD.  IT IS
 EY4023'A BRONZE REFERENCE DISK, STAMPED CADY NO 3 1935, SET IN THE
 EY4023'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 EY4023'ABOVE GROUND.
 EY4023'
 EY4023'TO REACH FROM BELHAVEN, AT INTERSECTION OF HIGHWAY 264 AND
 EY4023'RANSOMVILLE ROAD, TAKE RANSOMVILLE ROAD FOR 3.5 MILES TO FORK,
 EY4023'TAKE ROAD TO RIGHT 1.4 MILES, TURN SHARP LEFT ON WOODS ROAD AND
 EY4023'PROCEED ABOUT 0.3 MILE TO WHERE ROAD TURNS LEFT AND CROSSES
 EY4023'SMALL DITCH, THEN ON ABANDONED ROAD, TO RIGHT, TO CLEARED LAND
 EY4023'AND STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5125 ***********************************************************************
 AH5125  DESIGNATION -  CAESAR
 AH5125  PID         -  AH5125
 AH5125  STATE/COUNTY-  NC/SAMPSON
 AH5125  USGS QUAD   -  MINGO (1974)
 AH5125
 AH5125                         *CURRENT SURVEY CONTROL
 AH5125  ___________________________________________________________________
 AH5125* NAD 83(2001)-  35 10 48.14468(N)    078 32 19.74242(W)     ADJUSTED  
 AH5125* NAVD 88     -        55.718  (meters)     182.80   (feet)  ADJUSTED  
 AH5125  ___________________________________________________________________
 AH5125  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AH5125  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AH5125  DYNAMIC HT  -          55.667 (meters)     182.63  (feet)  COMP
 AH5125  MODELED GRAV-     979,720.6   (mgal)                       NAVD 88
 AH5125
 AH5125  HORZ ORDER  -  SECOND
 AH5125  VERT ORDER  -  SECOND    CLASS II
 AH5125
 AH5125.The horizontal coordinates were established by classical geodetic methods
 AH5125.and adjusted by the National Geodetic Survey in August 2005.
 AH5125
 AH5125.The orthometric height was determined by differential leveling
 AH5125.and adjusted in March 2000.
 AH5125
 AH5125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5125
 AH5125.The geoid height was determined by GEOID03.
 AH5125
 AH5125.The dynamic height is computed by dividing the NAVD 88
 AH5125.geopotential number by the normal gravity value computed on the
 AH5125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5125.degrees latitude (g = 980.6199 gals.).
 AH5125
 AH5125.The modeled gravity was interpolated from observed gravity values.
 AH5125
 AH5125;                    North         East     Units Scale Factor Converg.
 AH5125;SPC NC       -   158,731.805   651,603.847   MT  0.99987337   +0 15 58.3
 AH5125;SPC NC       -   520,772.60  2,137,803.62   sFT  0.99987337   +0 15 58.3
 AH5125;UTM  17      - 3,895,783.462   724,117.314   MT  1.00021906   +1 25 06.9
 AH5125
 AH5125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5125!SPC NC       -   0.99999661  x   0.99987337  =   0.99986998
 AH5125!UTM  17      -   0.99999661  x   1.00021906  =   1.00021567
 AH5125
 AH5125                          SUPERSEDED SURVEY CONTROL
 AH5125
 AH5125  NAD 83(1986)-  35 10 48.15067(N)    078 32 19.74854(W) AD(       ) 2
 AH5125  NAVD 88 (11/16/98)   55.72   (m)          182.8    (f) LEVELING    3  
 AH5125
 AH5125.Superseded values are not recommended for survey control.
 AH5125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5125.See file dsdata.txt to determine how the superseded data were derived.
 AH5125
 AH5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2411795783(NAD 83)
 AH5125_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5125_STAMPING: CAESAR 1986
 AH5125_MARK LOGO: NCGS  
 AH5125_PROJECTION: FLUSH
 AH5125_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5125+STABILITY: SURFACE MOTION
 AH5125
 AH5125  HISTORY     - Date     Condition        Report By
 AH5125  HISTORY     - 1986     MONUMENTED       NCGS
 AH5125
 AH5125                          STATION DESCRIPTION
 AH5125
 AH5125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5125'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) WEST-SOUTHWEST OF SPIVEYS
 AH5125'CORNER. ALONG US 13 FOR 3.2 MI (5.1 KM) SOUTHWEST FROM US 421, OR 0.2
 AH5125'MI (0.3 KM) SOUTHWEST FROM SR 1474, IN THE SHOULDER, ON THE
 AH5125'PROLONGATION OF THE WEST SIDE OF A BRICK HOUSE. MARK IS RECESSED 2
 AH5125'INCHES BELOW GROUND AND IS LEVEL WITH THE HIGHWAY. LOCATED 17.5 FT
 AH5125'(5.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.5 FT (4.1
 AH5125'M) EAST-SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 34.5 FT (10.5
 AH5125'M) WEST-SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 112 FT (34.1
 AH5125'M) SOUTH-SOUTHWEST OF THE CORNER OF A BRICK PUMP HOUSE, 70.5 FT (21.5
 AH5125'M) NORTH OF A TELEPHONE PEDESTAL, AND 71.1 FT (21.7 M) WEST-NORTHWEST
 AH5125'OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ0307 ***********************************************************************
 FZ0307  DESIGNATION -  CAFE
 FZ0307  PID         -  FZ0307
 FZ0307  STATE/COUNTY-  NC/FORSYTH
 FZ0307  USGS QUAD   -  KERNERSVILLE (1994)
 FZ0307
 FZ0307                         *CURRENT SURVEY CONTROL
 FZ0307  ___________________________________________________________________
 FZ0307* NAD 83(2001)-  36 05 46.70409(N)    080 03 39.90408(W)     ADJUSTED  
 FZ0307* NAVD 88     -       292.503  (meters)     959.65   (feet)  ADJUSTED  
 FZ0307  ___________________________________________________________________
 FZ0307  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 FZ0307  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 FZ0307  DYNAMIC HT  -         292.241 (meters)     958.79  (feet)  COMP
 FZ0307  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 FZ0307
 FZ0307  HORZ ORDER  -  SECOND
 FZ0307  VERT ORDER  -  SECOND    CLASS 0
 FZ0307
 FZ0307.The horizontal coordinates were established by classical geodetic methods
 FZ0307.and adjusted by the National Geodetic Survey in August 2005.
 FZ0307
 FZ0307.The orthometric height was determined by differential leveling
 FZ0307.and adjusted in June 1991.
 FZ0307
 FZ0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ0307
 FZ0307.The geoid height was determined by GEOID03.
 FZ0307
 FZ0307.The dynamic height is computed by dividing the NAVD 88
 FZ0307.geopotential number by the normal gravity value computed on the
 FZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FZ0307.degrees latitude (g = 980.6199 gals.).
 FZ0307
 FZ0307.The modeled gravity was interpolated from observed gravity values.
 FZ0307
 FZ0307;                    North         East     Units Scale Factor Converg.
 FZ0307;SPC NC       -   260,797.236   514,050.013   MT  0.99998112   -0 36 44.7
 FZ0307;SPC NC       -   855,632.27  1,686,512.42   sFT  0.99998112   -0 36 44.7
 FZ0307;UTM  17      - 3,995,038.377   584,520.384   MT  0.99968802   +0 33 11.5
 FZ0307
 FZ0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ0307!SPC NC       -   0.99995913  x   0.99998112  =   0.99994025
 FZ0307!UTM  17      -   0.99995913  x   0.99968802  =   0.99964716
 FZ0307
 FZ0307:                Primary Azimuth Mark                     Grid Az
 FZ0307:SPC NC       -  KERNERSVILLE R J REYNOLDS TANK           020 13 23.8
 FZ0307:UTM  17      -  KERNERSVILLE R J REYNOLDS TANK           019 03 27.6
 FZ0307
 FZ0307|---------------------------------------------------------------------|
 FZ0307| PID    Reference Object                     Distance      Geod. Az  |
 FZ0307|                                                           dddmmss.s |
 FZ0307| FZ1440 KERNERSVILLE R J REYNOLDS TANK      APPROX. 2.1 KM 0193639.1 |
 FZ0307| FZ0309 SHIELDS                             390.644 METERS 18509     |
 FZ0307| FZ0308 WV 3                                254.714 METERS 18836     |
 FZ0307|---------------------------------------------------------------------|
 FZ0307
 FZ0307                          SUPERSEDED SURVEY CONTROL
 FZ0307
 FZ0307  NAD 83(1993)-  36 05 46.71123(N)    080 03 39.91185(W) AD(       ) 2
 FZ0307  NAD 83(1986)-  36 05 46.71160(N)    080 03 39.91159(W) AD(       ) 2
 FZ0307  NAD 27      -  36 05 46.21601(N)    080 03 40.76153(W) AD(       ) 2
 FZ0307  NGVD 29 (??/??/92)  292.711  (m)          960.34   (f) ADJ UNCH    2 0
 FZ0307
 FZ0307.Superseded values are not recommended for survey control.
 FZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ0307.See file dsdata.txt to determine how the superseded data were derived.
 FZ0307
 FZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8452095038(NAD 83)
 FZ0307_MARKER: DE = TRAVERSE STATION DISK
 FZ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ0307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FZ0307_STAMPING: CAFE 1968
 FZ0307_MARK LOGO: NCGS  
 FZ0307_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ0307+STABILITY: SURFACE MOTION
 FZ0307
 FZ0307  HISTORY     - Date     Condition        Report By
 FZ0307  HISTORY     - 1968     MONUMENTED       NCGS
 FZ0307  HISTORY     - 1972     GOOD             NGS
 FZ0307  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ0307  HISTORY     - 20010314 SEE DESCRIPTION  NCGS
 FZ0307
 FZ0307                          STATION DESCRIPTION
 FZ0307
 FZ0307'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ0307'CAFE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ0307'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ0307'
 FZ0307'CAFE IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF THE
 FZ0307'CENTER OF KERNERSVILLE.  TO REACH STATION PROCEED FROM THE
 FZ0307'INTERSECTION OF NC 66 WITH I-40 AT KERNERSVILLE, GO SOUTH ON
 FZ0307'NC 66 FOR 1.2 MILES TO INTERSECTION WITH ROAD TO ROADWAY
 FZ0307'TRANSPORT COMPANY YARD, AND STATION.  WHICH IS IN THE NORTHEAST
 FZ0307'QUADRANT OF INTERSECTION OF ROAD, ACROSS FROM AKRON HOUSE
 FZ0307'RESTAURANT AND 0.2 MILES NORTH OF INTERSECTION OF SR 2640 AND
 FZ0307'NC 66.
 FZ0307'
 FZ0307'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ0307'CAFE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ0307'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ0307'
 FZ0307'MARK IS
 FZ0307'
 FZ0307'29.4 FT E OF C/L OF NC 66
 FZ0307'
 FZ0307'37.3 FT N OF C/L OF S DRIVEWAY TO ROADWAY TRANSPORT CO.
 FZ0307'
 FZ0307'51.1 FT NE OF C/L OF INTERSECTION OF DRIVEWAY AND NC 66
 FZ0307'
 FZ0307'16.6 FT SW OF TP IN NE QUADRANT OF INTERSECTION, AND WITH
 FZ0307'ALUMINUM REF. TAG
 FZ0307'
 FZ0307'81.6 FT NNW OF PP IN SW QUADRANT OF INTERSECTION, AND WITH
 FZ0307'ALUMINUM REF. TAG
 FZ0307'
 FZ0307'40.7 FT WNW OF METAL POST WITH STOP SIGN ON N SIDE OF DRIVEWAY
 FZ0307'
 FZ0307'93.0 FT NNE OF N END OF CULVERT UNDER N DRIVEWAY TO AKRON
 FZ0307'HOUSE RESTAURANT
 FZ0307
 FZ0307                          STATION RECOVERY (1972)
 FZ0307
 FZ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FZ0307'1.7 MI SSE FROM KERNERSVILLE.
 FZ0307'TO REACH STATION FROM THE BRIDGE ON NC 66 OVER I-40, PROCEED
 FZ0307'SOUTH ALONG NC 66 FOR 01.20 MILE TO INTERSECTION WITH PAVED ROAD
 FZ0307'TO ROADWAY TRANSPORT COMPANY AND STATION IN THE NE QUADRANT,
 FZ0307'0.20 MILE NORTH OF SR 2640, 29.3 FEET EAST OF C/L OF NC 66, 36.6
 FZ0307'FEET NORTH OF C/L OF ROAD TO ROADWAY TRANSPORT COMPANY, 49.4
 FZ0307'FEET NE OF INTERSECTION OF EXTENDED C/L OF ROAD TO ROADWAY
 FZ0307'TRANSPORT COMPANY WITH C/L OF NC 66, 16.6 FEET WSW OF TP IN NE
 FZ0307'QUADRANT OF INTERSECTION WITH ALUMINUM REF. TAG, 40.7 FEET WEST
 FZ0307'OF METAL STOP SIGN POST, 93.0 FEET NNE OF NORTH END OF CULVERT
 FZ0307'UNDER NORTH DRIVEWAY TO RESTAURANT, AND 81.3 FEET NNW OF PP
 FZ0307'A34 A1 WITH ALUMINUM REF. TAG.  DISK IS SET 1 INCH BELOW THE
 FZ0307'SURFACE OF THE GROUND.
 FZ0307
 FZ0307                          STATION RECOVERY (1990)
 FZ0307
 FZ0307'RECOVERY NOTE BY US POWER SQUADRON 1990 (DRB)
 FZ0307'MARK NOT FOUND.
 FZ0307
 FZ0307                          STATION RECOVERY (2001)
 FZ0307
 FZ0307'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (JGG)
 FZ0307'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED DURING ROAD
 FZ0307'CONSTUCTION.  NC 66 HAS BEEN WIDENED TO 5 LANES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3576 ***********************************************************************
 EZ3576  DESIGNATION -  CAFE
 EZ3576  PID         -  EZ3576
 EZ3576  STATE/COUNTY-  NC/MOORE
 EZ3576  USGS QUAD   -  CARTHAGE (1980)
 EZ3576
 EZ3576                         *CURRENT SURVEY CONTROL
 EZ3576  ___________________________________________________________________
 EZ3576* NAD 83(2001)-  35 15 05.83825(N)    079 26 33.80886(W)     ADJUSTED  
 EZ3576* NAVD 88     -       138.405  (meters)     454.08   (feet)  ADJUSTED  
 EZ3576  ___________________________________________________________________
 EZ3576  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 EZ3576  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 EZ3576  DYNAMIC HT  -         138.282 (meters)     453.68  (feet)  COMP
 EZ3576  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 EZ3576
 EZ3576  HORZ ORDER  -  SECOND
 EZ3576  VERT ORDER  -  SECOND    CLASS II
 EZ3576
 EZ3576.The horizontal coordinates were established by classical geodetic methods
 EZ3576.and adjusted by the National Geodetic Survey in August 2005.
 EZ3576
 EZ3576.The orthometric height was determined by differential leveling
 EZ3576.and adjusted in February 2001.
 EZ3576.No vertical observational check was made to the station.
 EZ3576
 EZ3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3576
 EZ3576.The geoid height was determined by GEOID03.
 EZ3576
 EZ3576.The dynamic height is computed by dividing the NAVD 88
 EZ3576.geopotential number by the normal gravity value computed on the
 EZ3576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3576.degrees latitude (g = 980.6199 gals.).
 EZ3576
 EZ3576.The modeled gravity was interpolated from observed gravity values.
 EZ3576
 EZ3576;                    North         East     Units Scale Factor Converg.
 EZ3576;SPC NC       -   166,664.644   569,315.071   MT  0.99987259   -0 15 19.9
 EZ3576;SPC NC       -   546,798.92  1,867,827.86   sFT  0.99987259   -0 15 19.9
 EZ3576;UTM  17      - 3,902,058.929   641,673.440   MT  0.99984736   +0 53 56.3
 EZ3576
 EZ3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3576!SPC NC       -   0.99998320  x   0.99987259  =   0.99985579
 EZ3576!UTM  17      -   0.99998320  x   0.99984736  =   0.99983057
 EZ3576
 EZ3576:                Primary Azimuth Mark                     Grid Az
 EZ3576:SPC NC       -  NEEDLE                                   012 14 15.4
 EZ3576:UTM  17      -  NEEDLE                                   011 04 59.2
 EZ3576
 EZ3576|---------------------------------------------------------------------|
 EZ3576| PID    Reference Object                     Distance      Geod. Az  |
 EZ3576|                                                           dddmmss.s |
 EZ3576| EZ3568 NEEDLE                              APPROX. 1.2 KM 0115855.5 |
 EZ3576| EZ3567 EASTWOOD                            254.500 METERS 01305     |
 EZ3576| EZ3506 BUNCH                               212.479 METERS 20210     |
 EZ3576|---------------------------------------------------------------------|
 EZ3576
 EZ3576                          SUPERSEDED SURVEY CONTROL
 EZ3576
 EZ3576  NAD 83(1986)-  35 15 05.83557(N)    079 26 33.81404(W) AD(       ) 2
 EZ3576  NAD 27      -  35 15 05.26487(N)    079 26 34.70870(W) AD(       ) 2
 EZ3576  NGVD 29 (07/19/86)  138.7    (m)          455.     (f) VERT ANG    3  
 EZ3576
 EZ3576.Superseded values are not recommended for survey control.
 EZ3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3576.See file dsdata.txt to determine how the superseded data were derived.
 EZ3576
 EZ3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4167302059(NAD 83)
 EZ3576_MARKER: DE = TRAVERSE STATION DISK
 EZ3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3576_STAMPING: CAFE 1972
 EZ3576_MARK LOGO: NCGS  
 EZ3576_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3576+STABILITY: SURFACE MOTION
 EZ3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ3576+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 EZ3576
 EZ3576  HISTORY     - Date     Condition        Report By
 EZ3576  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3576  HISTORY     - 19980209 GOOD             NCGS
 EZ3576  HISTORY     - 20050303 GOOD             USPSQD
 EZ3576  HISTORY     - 20050728 GOOD             NCGS
 EZ3576
 EZ3576                          STATION DESCRIPTION
 EZ3576
 EZ3576'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3576'CAFE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3576'VICINITY OF EASTWOOD, NORTH CAROLINA.
 EZ3576'
 EZ3576'CAFE IS LOCATED IN THE COMMUNITY OF EASTWOOD AND 4.6 MILES NNE OF
 EZ3576'PINEHURST.  TO REACH STATION FROM THE INTERSECTION OF US 15-501 WITH
 EZ3576'NC 73 IN THE COMMUNITY OF EASTWOOD, PROCEED SOUTH ALONG US 15-501
 EZ3576'FOR 0.15 MILE TO STATION ON THE LEFT JUST SOUTH OF INTERSECTION
 EZ3576'WITH SR 1838, 1.05 MILE NORTH OF INTERSECTION WITH SR 1285 (NNW),
 EZ3576'APPROXIMATELY 700 FEET SSE OF BRICK CAFE (BUNCHS), AND
 EZ3576'APPROXIMATELY 275 FEET ESE OF A SERVICE STATION.
 EZ3576'
 EZ3576'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAFE
 EZ3576'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ3576'INCH BELOW THE GROUND.
 EZ3576'
 EZ3576'MARK IS
 EZ3576'29.3 FEET ESE OF C/L OF US 15-501.
 EZ3576'56.2 FEET N OF 6 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3576'19.1 FEET WNW OF 8 INCH POPLAR WITH ALUMINUM REF. TAG.
 EZ3576'22.1 FEET WSW OF CENTER OF E END OF A CONCRETE DRAIN PIPE UNDER
 EZ3576'US 15-501.
 EZ3576'119.2 FEET SSW OF R/W MARKER (E SIDE OF HIGHWAY).
 EZ3576
 EZ3576                          STATION RECOVERY (1998)
 EZ3576
 EZ3576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ3576'RECOVERED AS DESCRIBED.  CAFE WAS FOUND IN GOOD CONDITION WITH THE
 EZ3576'FOLLOWING CHANGES.
 EZ3576'MARK IS ABOUT LEVEL WITH US 15/501 AND IS RECESSED ABOUT 5-INCHES
 EZ3576'BELOW THE GROUND.  LOCATED, 56.2 FT (17.1 M) NORTH OF 15-INCH PINE
 EZ3576'WITH REFERENCE TAG, 19.1 FT (5.8 M) WEST-NORTHWEST OF 18-INCH POPULAR
 EZ3576'WITH REFERENCE TAG, ABOUT 243 FT (74.1 M) SOUTH-SOUTHWEST OF
 EZ3576'CENTERLINE OF SR 1838 (MCCASKILL ROAD) .
 EZ3576
 EZ3576                          STATION RECOVERY (2005)
 EZ3576
 EZ3576'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ3576'N 35 15.097
 EZ3576'W079 26.564
 EZ3576
 EZ3576                          STATION RECOVERY (2005)
 EZ3576
 EZ3576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EZ3576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3806 ***********************************************************************
 EB3806  HT_MOD      -  This is a Height Modernization Survey Station.
 EB3806  DESIGNATION -  CAFE
 EB3806  PID         -  EB3806
 EB3806  STATE/COUNTY-  NC/HOKE
 EB3806  USGS QUAD   -  RED SPRINGS (1974)
 EB3806
 EB3806                         *CURRENT SURVEY CONTROL
 EB3806  ___________________________________________________________________
 EB3806* NAD 83(2007)-  34 51 07.50448(N)    079 11 30.03502(W)     ADJUSTED  
 EB3806* NAVD 88     -        63.90   (meters)     209.6    (feet)  GPS OBS   
 EB3806  ___________________________________________________________________
 EB3806  EPOCH DATE  -        2002.00
 EB3806  X           -     982,597.151 (meters)                     COMP
 EB3806  Y           -  -5,146,892.263 (meters)                     COMP
 EB3806  Z           -   3,624,430.488 (meters)                     COMP
 EB3806  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EB3806  ELLIP HEIGHT-          30.953 (meters)          (02/10/07) ADJUSTED
 EB3806  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 EB3806
 EB3806  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB3806  Type    PID    Designation                      North   East  Ellip
 EB3806  -------------------------------------------------------------------
 EB3806  NETWORK EB3806 CAFE                              1.14   0.92   1.80
 EB3806  -------------------------------------------------------------------
 EB3806
 EB3806.The horizontal coordinates were established by GPS observations
 EB3806.and adjusted by the National Geodetic Survey in February 2007.
 EB3806
 EB3806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB3806.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB3806.The horizontal coordinates are valid at the epoch date displayed above.
 EB3806.The epoch date for horizontal control is a decimal equivalence
 EB3806.of Year/Month/Day.
 EB3806
 EB3806.The orthometric height was determined by GPS observations and a
 EB3806.high-resolution geoid model.
 EB3806.The orthometric height was determined by GPS observations and a
 EB3806.high-resolution geoid model using precise GPS observation and
 EB3806.processing techniques.
 EB3806
 EB3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB3806
 EB3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3806
 EB3806.The ellipsoidal height was determined by GPS observations
 EB3806.and is referenced to NAD 83.
 EB3806
 EB3806.The geoid height was determined by GEOID03.
 EB3806
 EB3806;                    North         East     Units Scale Factor Converg.
 EB3806;SPC NC       -   122,271.759   592,073.824   MT  0.99989677   -0 06 38.3
 EB3806;SPC NC       -   401,153.26  1,942,495.54   sFT  0.99989677   -0 06 38.3
 EB3806;UTM  17      - 3,858,131.139   665,318.515   MT  0.99993685   +1 02 01.0
 EB3806
 EB3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3806!SPC NC       -   0.99999514  x   0.99989677  =   0.99989191
 EB3806!UTM  17      -   0.99999514  x   0.99993685  =   0.99993199
 EB3806
 EB3806                          SUPERSEDED SURVEY CONTROL
 EB3806
 EB3806  NAD 83(2001)-  34 51 07.50461(N)    079 11 30.03494(W) AD(       ) 2
 EB3806  ELLIP H (03/13/03)   30.959  (m)                       GP(       ) 4 2
 EB3806  NAD 83(1986)-  34 51 07.51873(N)    079 11 30.03704(W) AD(       ) 2
 EB3806  NGVD 29 (04/22/91)   64.3    (m)          211.     (f) VERT ANG    3  
 EB3806
 EB3806.Superseded values are not recommended for survey control.
 EB3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3806.See file dsdata.txt to determine how the superseded data were derived.
 EB3806
 EB3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6531958131(NAD 83)
 EB3806_MARKER: DE = TRAVERSE STATION DISK
 EB3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3806_STAMPING: CAFE 1977
 EB3806_MARK LOGO: NCGS  
 EB3806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3806+STABILITY: SURFACE MOTION
 EB3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3806+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2006
 EB3806
 EB3806  HISTORY     - Date     Condition        Report By
 EB3806  HISTORY     - 1977     MONUMENTED       NCGS
 EB3806  HISTORY     - 20010403 GOOD             NCGS
 EB3806  HISTORY     - 20061007 GOOD             USPSQD
 EB3806
 EB3806                          STATION DESCRIPTION
 EB3806
 EB3806'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3806'THE STATION IS LOCATED APPROXIMATELY 8.7 MILES SOUTHEAST OF RAEFORD
 EB3806'AND 2.6 MILES NORTH-NORTHWEST OF RED SPRINGS.
 EB3806'
 EB3806'TO REACH STATION FROM INTERSECTION OF NC 211 WITH NC 71 NORTH OF RED
 EB3806'SPRINGS, PROCEED NORTH ALONG NC 211 FOR 1.95 MILES TO A SLIGHT CURVE
 EB3806'TO THE LEFT AND STATION IN RIGHT SHOULDER APPROXIMATELY 200 FEET
 EB3806'NORTHEAST OF AN OLD PACK BARN AND 0.2 MILE SOUTHEAST OF WHERE SR 1131
 EB3806'FORKS TO THE LEFT.
 EB3806'
 EB3806'STATION MARK IS A STANDARD DISK STAMPED---CAFE 1977---SET IN THE TOP
 EB3806'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EB3806'THE MARK IS 20.9 FEET EAST-NORTHEAST OF CENTERLINE OF NC 211, 106.7
 EB3806'FEET NORTHEAST OF POWER POLE ACROSS HIGHWAY WITH REFERENCE TAG, 198.3
 EB3806'FEET NORTH-NORTHWEST OF TELEPHONE POLE WITH PEDESTAL AND REFERENCE
 EB3806'TAG, 65.4 FEET EAST OF A 10 INCH PINE ACROSS HIGHWAY WITH REFERENCE
 EB3806'TAG AND 257.6 FEET SOUTH-SOUTHEAST OF A 36 INCH OAK WITH REFERENCE
 EB3806'TAG.
 EB3806
 EB3806                          STATION RECOVERY (2001)
 EB3806
 EB3806'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 EB3806'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION AND
 EB3806'ADDITION.
 EB3806'MARK IS ABOUT LEVEL WITH NC 211 AND NOW RECESSED 8-INCHES BELOW
 EB3806'GROUND.
 EB3806
 EB3806                          STATION RECOVERY (2006)
 EB3806
 EB3806'RECOVERY NOTE BY US POWER SQUADRON 2006
 EB3806'TELEPHNE POST AND PESTAL ONLY REFERENCE POINTS STILLIN PLACE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3415 ***********************************************************************
 EY3415  DESIGNATION -  CAFFEE=CAFFEE 2
 EY3415  PID         -  EY3415
 EY3415  STATE/COUNTY-  NC/HYDE
 EY3415  USGS QUAD   -  GREAT ISLAND (1951)
 EY3415
 EY3415                         *CURRENT SURVEY CONTROL
 EY3415  ___________________________________________________________________
 EY3415* NAD 83(2001)-  35 22 03.06254(N)    076 17 02.44171(W)     ADJUSTED  
 EY3415* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3415  ___________________________________________________________________
 EY3415  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 EY3415  GEOID HEIGHT-         -37.99  (meters)                     GEOID03
 EY3415  HORZ ORDER  -  FIRST
 EY3415
 EY3415.The horizontal coordinates were established by classical geodetic methods
 EY3415.and adjusted by the National Geodetic Survey in August 2005.
 EY3415
 EY3415.The orthometric height was scaled from a topographic map.
 EY3415
 EY3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3415
 EY3415.The geoid height was determined by GEOID03.
 EY3415
 EY3415;                    North         East     Units Scale Factor Converg.
 EY3415;SPC NC       -   182,807.231   856,363.419   MT  0.99987462   +1 34 03.3
 EY3415;SPC NC       -   599,760.06  2,809,585.65   sFT  0.99987462   +1 34 03.3
 EY3415;UTM  18      - 3,914,557.186   383,354.861   MT  0.99976767   -0 44 35.9
 EY3415
 EY3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3415!SPC NC       -   1.00000585  x   0.99987462  =   0.99988047
 EY3415!UTM  18      -   1.00000585  x   0.99976767  =   0.99977352
 EY3415
 EY3415:                Primary Azimuth Mark                     Grid Az
 EY3415:SPC NC       -  SWAN QUARTER BEACON                      203 11 38.7
 EY3415:UTM  18      -  SWAN QUARTER BEACON                      205 30 17.9
 EY3415
 EY3415|---------------------------------------------------------------------|
 EY3415| PID    Reference Object                     Distance      Geod. Az  |
 EY3415|                                                           dddmmss.s |
 EY3415| EY3418 SWAN QUARTER BEACON                 APPROX. 3.6 KM 2044542.0 |
 EY3415| EY4840 CAFFEE 2 RM 1                        28.516 METERS 24838     |
 EY3415| EY3423 GOOF RM 1                           APPROX. 2.2 KM 2752625.4 |
 EY3415| EY3420 SWAN QUARTER FRONT RANGE BCN        APPROX. 4.8 KM 2761335.4 |
 EY3415| EY3410 SWAN QUARTER BAY LIGHT              APPROX. 7.4 KM 2765354.9 |
 EY3415| EY3439 UPPER JUDITH ISLAND BEACON          APPROX. 9.5 KM 2771208.8 |
 EY3415| EY3411 SWAN QUARTER CANAL LIGHT            APPROX. 6.8 KM 2825109.0 |
 EY3415| EY4841 CAFFEE 2 RM 2                        19.330 METERS 35004     |
 EY3415|---------------------------------------------------------------------|
 EY3415
 EY3415                          SUPERSEDED SURVEY CONTROL
 EY3415
 EY3415  NAD 83(1986)-  35 22 03.07318(N)    076 17 02.45270(W) AD(       ) 1
 EY3415  NAD 27      -  35 22 02.47600(N)    076 17 03.75000(W) AD(       ) 1
 EY3415
 EY3415.Superseded values are not recommended for survey control.
 EY3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3415.See file dsdata.txt to determine how the superseded data were derived.
 EY3415
 EY3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE8335514557(NAD 83)
 EY3415_MARKER: Z = SEE DESCRIPTION
 EY3415_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3415_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3415
 EY3415  HISTORY     - Date     Condition        Report By
 EY3415  HISTORY     - 1932     MONUMENTED       CGS
 EY3415  HISTORY     - 1903     GOOD             CGS
 EY3415  HISTORY     - 1932     SEE DESCRIPTION  CGS
 EY3415  HISTORY     - 1976     GOOD             NGS
 EY3415  HISTORY     - 1985     GOOD             USPSQD
 EY3415
 EY3415                          STATION DESCRIPTION
 EY3415
 EY3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1903
 EY3415'NEAR THE WEST END OF PAMLICO SOUND ON THE NORTH SHORE, AT THE
 EY3415'EAST END OF CAFFEE BAY, ABOUT 2 MILES SOUTHEAST FROM THE TOWN OF
 EY3415'SWANQUARTER, IN THE RUSHES ON THE NORTH SIDE OF THE CREEK AT
 EY3415'THE HEAD OF CAFFEE BAY.  THE STATION IS MARKED BY AN IRON SCREW
 EY3415'PILE DRIVEN SO THAT THE TOP IS ABOUT 4 INCHES BELOW THE SURFACE
 EY3415'OF THE MARSH, WHICH IS COVERED WITH WATER.  THE THREE REFERENCE
 EY3415'STAKES (1873), 6.1 METERS (20 FEET) NORTH, EAST, AND SOUTH OF
 EY3415'THE SCREW PILE, WERE RECOVERED IN 1903.  THEY THEN PROJECTED
 EY3415'ABOUT 3 INCHES ABOVE THE SURFACE OF THE MARSH AND EACH HAD A
 EY3415'NAIL IN THE TOP.  THE EAST ONE IS A ROUND POST 6 INCHES IN
 EY3415'DIAMETER, AND THE NORTH AND SOUTH POSTS ARE IRREGULAR IN
 EY3415'SHAPE.  THE THREE PINE REFERENCE STAKES (1888), EACH 3.0 METERS (10
 EY3415'FEET) FROM THE STATION AND PROJECTING 3 INCHES ABOVE WATER
 EY3415'ALSO RECOVERED IN 1903, BUT THEY WERE IN POOR CONDITION.
 EY3415'THE SWEET-GUM POST WITH A COPPER NAIL IN THE TOP WHICH WAS
 EY3415'PLACED AGAINST THE EAST SIDE OF THE SCREW PILE IN 1888, WAS
 EY3415'RECOVERED IN 1903 WITH THE TOP 8 INCHES ABOVE WATER.  THE
 EY3415'EMPTY BLACK BOTTLE (1888) WHICH WAS BURIED AGAINST THE
 EY3415'SCREW PILE, 3 FEET BELOW THE SURFACE OF THE MARSH WAS NOT
 EY3415'DISTURBED, AND THE SEALED BOTTLE CONTAINING A U.S. COAST SURVEY
 EY3415'NOTICE, WAS REPLACED 1 FOOT BELOW THE SURFACE.  A NEW
 EY3415'REFERENCE POST, 5 BY 6-INCHES SQUARE AND 5 FEET LONG, WAS SET
 EY3415'IN 1903.  THE TOP OF THIS IS COVERED WITH GALVANIZED SHEET METAL
 EY3415'AND HAS A COPPER NAIL IN THE CENTER AND AN ARROW OF NAILS
 EY3415'POINTING TO THE STATION.  THIS IS SET 6.1 METERS (20 FEET) WEST
 EY3415'FROM THE CENTER OF THE SCREW PILE.  LINES DRAWN THROUGH THE
 EY3415'REFERENCE POSTS 6.1 METERS (20 FEET) FROM THE STATION WILL
 EY3415'INTERSECT AT THE CENTER OF THE SCREW PILE.  A LINE THROUGH THE
 EY3415'WEST REFERENCE POST, THE SCREW PILE AND THE EAST REFERENCE POST
 EY3415'IS S 84 DEG E. A LINE THROUGH THE SOUTH REFERENCE POST,
 EY3415'THE SCREW PILE AND THE NORTH REFERENCE POST IS N 6 DEG E.
 EY3415
 EY3415                          STATION RECOVERY (1932)
 EY3415
 EY3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EY3415'THE ORIGINAL SCREW PILE WAS FOUND AS DESCRIBED IN GOOD CONDITION,
 EY3415'TOGETHER WITH THE WOODEN WITNESS MARKS.  THE BOTTLE CONTAINING
 EY3415'C. AND G.S. NOTICE WAS ALSO RECOVERED.
 EY3415'
 EY3415'A NEW STATION, CAFFEE 2, WAS CAST DIRECTLY OVER THIS STATION, WITH
 EY3415'THE STANDARD DISK CENTERED OVER THE ORIGINAL SCREW PILE.  SEE
 EY3415'DESCRIPTION OF CAFFEE 2.
 EY3415'
 EY3415'THERE IS NO EROSION WHATEVER, AND THE STATION SHOULD BE PERMANENT.
 EY3415
 EY3415                          STATION RECOVERY (1976)
 EY3415
 EY3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 EY3415'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EY3415'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED.  THE
 EY3415'DISTANCE TO REFERENCE MARK 1 CHECKED AND THE DISTANCE TO REFERENCE
 EY3415'MARK 2 WAS FOUND TO BE SHORTER BY 0.015 OF A METER.  A COMPLETE
 EY3415'NEW DESCRIPTION FOLLOWS.
 EY3415'
 EY3415'STATION IS ABOUT 3 MILES SOUTHEAST OF SWAN QUARTER, IN THE
 EY3415'NORTHWESTERN PART OF PAMLICO SOUND, AT THE EXTREME HAED OF CAFFEE
 EY3415'BAY WHICH IS OFF OF SWAN QUARTER BAY, AT THE MOUTH OF A SMALL CREEK
 EY3415'(KNOWN AS JORDEN DITCH AND IS THE LAST CREEK BEFORE REACHING THE
 EY3415'HEAD OF CAFFEE BAY) AND IN THE SWAN QUARTER NATIONAL WILDLIFE
 EY3415'REFUGE.
 EY3415'
 EY3415'TO REACH THE STATION BY BOAT, FROM THE MOUTH OF THE SWAN QUARTER
 EY3415'CANAL ABOUT 1 MILE SOUTHWEST OF SWAN QUARTER, GO SOUTH-SOUTHEAST
 EY3415'ALONG THE SHORE LINE FOR ABOUT 2-1/2 MILES TO CAFFEE BAY.  BEAR
 EY3415'LEFT AND GO EAST INTO CAFFEE BAY FOR ABOUT 2-1/2 MILES TO A SMALL
 EY3415'CREEK ON THE LEFT (THIS IS THE LAST CREEK BEFORE REACHING THE
 EY3415'HEAD OF CAFFEE BAY) AND THE STATION ON A POINT FORMED BY THE
 EY3415'CREEK AND CAFFEE BAY.
 EY3415'
 EY3415'STATION MARK, STAMPED CAFFEE 2 1932, IS A STANDARD DISK SET IN
 EY3415'CONCRETE IN TOP OF A 10-INCH TILE EMBEDDED IN THE GROUND AND
 EY3415'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 EY3415'MARK IS AN IRON SCREWPILE DRIVEN INTO THE GROUND AND ACCORDING
 EY3415'TO THE 1932 DESCRIPTION THIS APPEARS TO BE THE ORIGINAL CAFFEE
 EY3415'1873.  THEY ARE 61 FEET NORTHWEST OF A POINT FORMED BY THE CREEK
 EY3415'AND CAFFEE BAY, 58 FEET WEST OF THE WEST BANK OF THE CREEK, 34
 EY3415'FEET NORTH OF THE NORTH BANK OF CAFFEE BAY AND 4.5 FEET WEST OF
 EY3415'A 2 BY 4 INCH WOODEN POST WITH A METAL WITNESS SIGN NAILED TO IT.
 EY3415'
 EY3415'REFERENCE MARK 1, STAMPED CAFFEE 2 1932 NO 1, IS A STANDARD DISK SET
 EY3415'IN CONCRETE IN TOP OF A 10-INCH TILE EMBEDDED IN THE GROUND AND
 EY3415'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 152 FEET
 EY3415'WEST OF THE WEST BANK OF THE CREEK AND 47 FEET NORTH OF THE NORTH
 EY3415'BANK OF CAFFEE BAY.
 EY3415'
 EY3415'REFERENCE MARK 2, STAMPED CAFFEE 2 1932 NO 2, IS A STANDARD DISK SET
 EY3415'IN CONCRETE IN TOP OF A 10-INCH TILE EMBEDDED IN THE GROUND AND
 EY3415'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 98 FEET
 EY3415'NORTH OF THE NORTH BANK OF CAFFEE BAY, 87 FEET NORTHWEST OF THE
 EY3415'POINT FORMED BY CAFFEE BAY AND THE CREEK AND 41 FEET WEST OF THE
 EY3415'WEST BANK OF THE CREEK.
 EY3415'
 EY3415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 EY3415'OF SWAN QUARTER.
 EY3415'
 EY3415'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EY3415
 EY3415                          STATION RECOVERY (1985)
 EY3415
 EY3415'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 EY3415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW0713 ***********************************************************************
 FW0713  DESIGNATION -  CAFFEY
 FW0713  PID         -  FW0713
 FW0713  STATE/COUNTY-  NC/DARE
 FW0713  USGS QUAD   -  JARVISBURG (1982)
 FW0713
 FW0713                         *CURRENT SURVEY CONTROL
 FW0713  ___________________________________________________________________
 FW0713* NAD 83(2007)-  36 13 20.30845(N)    075 46 18.68049(W)     ADJUSTED  
 FW0713* NAVD 88     -         0.606  (meters)       1.99   (feet)  ADJUSTED  
 FW0713  ___________________________________________________________________
 FW0713  EPOCH DATE  -        2002.00
 FW0713  X           -   1,266,136.812 (meters)                     COMP
 FW0713  Y           -  -4,993,408.585 (meters)                     COMP
 FW0713  Z           -   3,748,097.361 (meters)                     COMP
 FW0713  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 FW0713  ELLIP HEIGHT-         -38.212 (meters)          (02/10/07) ADJUSTED
 FW0713  GEOID HEIGHT-         -38.82  (meters)                     GEOID03
 FW0713  DYNAMIC HT  -           0.605 (meters)       1.98  (feet)  COMP
 FW0713
 FW0713  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FW0713  Type    PID    Designation                      North   East  Ellip
 FW0713  -------------------------------------------------------------------
 FW0713  NETWORK FW0713 CAFFEY                            0.29   0.25   0.37
 FW0713  -------------------------------------------------------------------
 FW0713  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 FW0713
 FW0713  VERT ORDER  -  FIRST     CLASS II
 FW0713
 FW0713.The horizontal coordinates were established by GPS observations
 FW0713.and adjusted by the National Geodetic Survey in February 2007.
 FW0713
 FW0713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FW0713.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FW0713.The horizontal coordinates are valid at the epoch date displayed above.
 FW0713.The epoch date for horizontal control is a decimal equivalence
 FW0713.of Year/Month/Day.
 FW0713
 FW0713.The orthometric height was determined by differential leveling
 FW0713.and adjusted in June 1991.
 FW0713
 FW0713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FW0713
 FW0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW0713
 FW0713.The ellipsoidal height was determined by GPS observations
 FW0713.and is referenced to NAD 83.
 FW0713
 FW0713.The geoid height was determined by GEOID03.
 FW0713
 FW0713.The dynamic height is computed by dividing the NAVD 88
 FW0713.geopotential number by the normal gravity value computed on the
 FW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FW0713.degrees latitude (g = 980.6199 gals.).
 FW0713
 FW0713.The modeled gravity was interpolated from observed gravity values.
 FW0713
 FW0713;                    North         East     Units Scale Factor Converg.
 FW0713;SPC NC       -   278,986.702   899,797.019   MT  1.00001600   +1 51 47.5
 FW0713;SPC NC       -   915,308.87  2,952,084.05   sFT  1.00001600   +1 51 47.5
 FW0713;UTM  18      - 4,008,882.230   430,629.611   MT  0.99965929   -0 27 22.0
 FW0713
 FW0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW0713!SPC NC       -   1.00000600  x   1.00001600  =   1.00002200
 FW0713!UTM  18      -   1.00000600  x   0.99965929  =   0.99966529
 FW0713
 FW0713|---------------------------------------------------------------------|
 FW0713| PID    Reference Object                     Distance      Geod. Az  |
 FW0713|                                                           dddmmss.s |
 FW0713| FW1400 CAFFEY INLET CG CUPOLA              111.848 METERS 06650     |
 FW0713| FW1401 CAFFEY INLET CG FLAGPOLE            137.439 METERS 07356     |
 FW0713| FW1803 CAFFEY RM 1                           9.307 METERS 09006     |
 FW0713| FW1802 CAFFEY AZ MK RESET                                 1604154.8 |
 FW0713| FW1419 MAMIE NORFOLK AND CAR T T TWR       APPROX.12.7 KM 2054407.1 |
 FW0713| FW1805 CAFFEY RM 3                           7.846 METERS 22606     |
 FW0713| FW1804 CAFFEY RM 2 AZIMUTH                   7.845 METERS 22608     |
 FW0713| FW1415 WATCHMANS HOUSE CENTER CHIMNEY      APPROX. 2.3 KM 2990822.0 |
 FW0713| FW1496 PINE IS GUN CLUB CEN CHIMNEY        APPROX. 4.7 KM 3384523.5 |
 FW0713|---------------------------------------------------------------------|
 FW0713
 FW0713                          SUPERSEDED SURVEY CONTROL
 FW0713
 FW0713  NAD 83(1986)-  36 13 20.32447(N)    075 46 18.69903(W) AD(       ) 1
 FW0713  NAD 83(2001)-  36 13 20.30999(N)    075 46 18.68049(W) AD(       ) 2
 FW0713  NAD 83(2001)-  36 13 20.30861(N)    075 46 18.68025(W) AD(       ) 1
 FW0713  ELLIP H (05/07/03)  -38.215  (m)                       GP(       ) 3 1
 FW0713  NAD 83(1986)-  36 13 20.32447(N)    075 46 18.69903(W) AD(       ) 1
 FW0713  NAD 83(1993)-  36 13 20.32269(N)    075 46 18.69129(W) AD(       ) 2
 FW0713  NAD 83(1986)-  36 13 20.32706(N)    075 46 18.69772(W) AD(       ) 2
 FW0713  NAD 27      -  36 13 19.73958(N)    075 46 20.01888(W) AD(       ) 2
 FW0713  NAVD 88 (05/05/03)    0.61   (m)            2.0    (f) LEVELING    3  
 FW0713  NGVD 29 (07/19/86)    0.3    (m)            1.     (f) VERT ANG    3  
 FW0713
 FW0713.Superseded values are not recommended for survey control.
 FW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW0713.See file dsdata.txt to determine how the superseded data were derived.
 FW0713
 FW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3063008882(NAD 83)
 FW0713_MARKER: DS = TRIANGULATION STATION DISK
 FW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW0713_SP_SET: CONCRETE POST
 FW0713_STAMPING: CAFFEY 1935
 FW0713_MARK LOGO: CGS   
 FW0713_PROJECTION: PROJECTING 10 CENTIMETERS
 FW0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW0713+STABILITY: SURFACE MOTION
 FW0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW0713+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 FW0713
 FW0713  HISTORY     - Date     Condition        Report By
 FW0713  HISTORY     - 1935     MONUMENTED       CGS
 FW0713  HISTORY     - 1962     GOOD             CGS
 FW0713  HISTORY     - 1962     GOOD             CGS
 FW0713  HISTORY     - 1975     GOOD             NGS
 FW0713  HISTORY     - 1983     GOOD             NCGS
 FW0713  HISTORY     - 19921223 GOOD             NCGS
 FW0713  HISTORY     - 19990609 GOOD             NCDOT
 FW0713  HISTORY     - 20050406 GOOD             NCGS
 FW0713
 FW0713                          STATION DESCRIPTION
 FW0713
 FW0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 FW0713'STATION IS ABOUT 350 FEET W OF CAFFEY INLET COAST GUARD STATION,
 FW0713'ON A SMALL SAND NECK WHICH EXTENDS INTO THE MARSH ON THE E SHORE
 FW0713'OF CURRITUCK SOUND.  THIS NECK IS JUST S OF AN OLD CAN BUOY
 FW0713'LYING IN THE MARSH AND IS JUST N OF A SMALL GUT WHICH THE ROAD
 FW0713'CROSSES ON A SMALL BRIDGE.  THE STATION IS ABOUT 225 FEET W
 FW0713'OF A FLAGPOLE AT THE FENCE LINE W OF THE COAST GUARD STATION,
 FW0713'12 FEET W OF THE W FENCE AROUND A GARDEN PATCH, 6 FEET N OF
 FW0713'A POINT IN LINE WITH THE S FENCE, AND 179 FEET NW OF THE
 FW0713'CENTER OF THE BRIDGE.
 FW0713'
 FW0713'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 FW0713'DISKS SET IN CONCRETE.
 FW0713'
 FW0713'REFERENCE MARK NO.1 IS E OF THE STATION, 4 FEET S OF THE S
 FW0713'FENCE AROUND GARDEN AND 6 FEET SE OF THE CORNER OF THE
 FW0713'FENCE.  REFERENCE MARK NO.2, AZIMUTH MARK, IS ABOUT 30 FEET E
 FW0713'OF THE ROAD AT A POINT 0.35 MILE S OF THE STATION.  THE ROAD
 FW0713'MAKES SEVERAL S TURNS AT THIS POINT.  REFERENCE MARK NO.3 IS
 FW0713'SW OF THE STATION ON THE EDGE OF THE MARSH.
 FW0713'
 FW0713'TO REACH FROM E END OF WRIGHT MEMORIAL BRIDGE, GO 0.6 MILE
 FW0713'E, TURN LEFT AND FOLLOW SAND ROAD 9.6 MILES N TO COAST GUARD
 FW0713'STATION.
 FW0713'
 FW0713'HEIGHT OF SIGNAL ABOVE STATION MARK 6 METERS.
 FW0713
 FW0713                          STATION RECOVERY (1962)
 FW0713
 FW0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 FW0713'RECOVERED ALL EXCEPT THE AZIMUTH MARK IN GOOD CONDITION
 FW0713'ESSENTIALLY AS DESCRIBED.
 FW0713'
 FW0713'ABOUT 9 MILES AIR LINE N OF THE E END OF THE CURRITUCK SOUND
 FW0713'BRIDGE, OR ABOUT 4 MILES N ALONG THE ONLY SAND ROAD FROM THE
 FW0713'HEART OF THE VILLAGE OF DUCK, 122 YARDS S 67 DEG W TRUE FROM
 FW0713'THE CUPOLA ON TOP OF CAFFEY INLET COAST GUARD STATION
 FW0713'MAIN BUILDING, AN ESTIMATED 40 YARDS W OF THE SAND ROAD, ABOUT
 FW0713'25 YARDS E OF THE WATERLINE OF CURRITUCK SOUND, STANDARD
 FW0713'DISKS STAMPED CAFFEY 1935, PROJECTING
 FW0713'0.5 FOOT ABOVE GROUND IN THICKET OF BRUSH AND POISON OAK.
 FW0713'
 FW0713'REFERENCE STAMPED CAFFEY NO 1 1935, PROJECTS 0.5 FOOT,
 FW0713'IS 30.5 FEET OF 9.30 METERS E S 89 DEG 55 MIN E. FROM
 FW0713'THE STATION, SIMILARLY IN THE THICKET.
 FW0713'
 FW0713'REFERENCE MARK NO. 2 OR THE AZIMUTH MARK WAS NOT RECOVERED.  IT
 FW0713'IS ORIGINALLY DESCRIBED AS 0.35 MILE S S 18 DEG 22 MIN E.
 FW0713'43.2 SEC FROM THE STATION AND 30 FEET E OF THE ROAD WHERE
 FW0713'ROAD MAKES SEVERAL S-TURNS.  THE ROAD HAS BEEN REBUILT EVIDENTLY
 FW0713'SEVERAL TIMES AND MOST RECENTLY FINISHED WITHIN THE WEEK
 FW0713'AFTER THE LATEST STORM.
 FW0713'
 FW0713'REFERENCE STAMPED CAFFEY NO 3 1935, PROJECTS A
 FW0713'FOOT, IS 25.8 FEET OR 7.86 METERS SW S 46 DEG 06 MIN W.
 FW0713'FROM THE STATION, AND PRESENTLY AT THE SW END OF THE BRUSH AND
 FW0713'AT THE EDGE OF THE MARSH.
 FW0713
 FW0713                          STATION RECOVERY (1962)
 FW0713
 FW0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 FW0713'IN THE ORIGINAL DESCRIPTION, THE STATION IS LOCATED IN CURRITUCK
 FW0713'COUNTY, BUT ACCORDING TO INFORMATION RECEIVED FROM MR. MELVIN
 FW0713'DANIELS, REGISTRAR OF DEEDS OF DARE COUNTY, THE COUNTY LINE
 FW0713'IS AN ESTIMATED 1/4 MILE NORTH OF THE STATION.  MR. BRICKHOUSE,
 FW0713'CARETAKER OF THE PINE ISLAND GUN CLUB CONFIRMED THIS REPORT,
 FW0713'HOWEVER, THE COUNTY LINE MARKER WAS NOT RECOVERED.
 FW0713'
 FW0713'THE STATION MARK, REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED
 FW0713'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 (AZIMUTH MARK)
 FW0713'WAS NOT RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED
 FW0713'AT THIS TIME.  THE DISTANCE TO R.M. NO. 1 AND 3 WAS MEASURED
 FW0713'AND FOUND TO CHECK.  THE DIRECTION CHECKED AS SHOWN BELOW.  A
 FW0713'COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS LOCATED ON A SMALL
 FW0713'BRUSH COVERED NECK OF LAND WHICH EXTENDS INTO THE MARSH ON THE
 FW0713'EAST SHORE OF CURRITUCK SOUND.  ABOUT 15 MILES NORTH-NORTHWEST
 FW0713'OF KILL DEVIL HILLS, 4.3 MILES NORTH OF THE SMALL VILLAGE OF
 FW0713'DUCK, AND ABOUT 350 FEET WEST OF THE CAFFEY INLET COAST
 FW0713'GUARD STATION.  IT IS ABOUT 225 FEET WEST OF A FLAG POLE
 FW0713'WHICH STANDS AT THE WEST FENCE LINE OF THE COAST GUARD
 FW0713'STATION, 78 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FW0713'SMALL RED CABIN AND 2 FEET NORTHEAST OF A METAL WITNESS
 FW0713'POST AND SIGN.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF
 FW0713'A 12X12 INCH CONCRETE MONUMENT PROJECTING 4 INCHES
 FW0713'AND IS STAMPED CAFFEY 1935.
 FW0713'
 FW0713'REFERENCE MARK NO. 1 IS 69 FEET SOUTH OF THE SOUTHWEST
 FW0713'CORNER OF THE RED CABIN, 32-1/2 FEET EAST OF THE WITNESS POST
 FW0713'AND 2-1/2 FEET NORTH OF A TWIN 2-1/2 INCH TREE.  THE MARK IS
 FW0713'A STANDARD DISK, SET IN THE TOP OF A 12X12 INCH CONCRETE
 FW0713'MONUMENT PROJECTING 4 INCHES AND IS STAMPED CAFFEY
 FW0713'1935 NO 1.  (11A).
 FW0713'
 FW0713'REFERENCE MARK NO. 3 IS 25.1 FEET SOUTHWEST OF THE WITNESS
 FW0713'POST AND ON THE EDGE OF THE MARSH.  THE MARK IS A STANDARD DISK,
 FW0713'SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT PROJECTING
 FW0713'13 INCHES AND IS STAMPED CAFFEY 1935 NO. 3.
 FW0713'
 FW0713'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 43 FEET EAST OF
 FW0713'THE CENTER LINE OF A SAND ROAD, 2-1/2 FEET SOUTHEAST OF A METAL
 FW0713'WITNESS POST AND SIGN AND ABOUT 3 FEET HIGHER THAN THE SAND
 FW0713'ROAD.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A 12X12
 FW0713'INCH CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 FW0713'CAFFEY RESET 1962.
 FW0713'
 FW0713'TO REACH FROM THE SMALL VILLAGE OF DUCK, GO NORTH ON A
 FW0713'PAVED AND SAND ROAD FOR 4.3 MILES TO CAFFEY INLET COAST
 FW0713'GUARD STATION ON RIGHT AND STATION ON LEFT.
 FW0713
 FW0713                          STATION RECOVERY (1975)
 FW0713
 FW0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 FW0713'STATION MARK, REFERENCE MARKS NO 1 AND NO 3 AND THE AZIMUTH
 FW0713'MARK WERE RECOVERED AND ALL OF THESE MARKS WERE FOUND TO BE
 FW0713'IN GOOD CONDITION.
 FW0713'
 FW0713'TO REACH THE STATION SITE FROM THE TOWN OF DUCK, AT THE
 FW0713'DUCK UNITED METHODIST CHURCH, GO NORTHERLY FOLLOWING A CLAY AND
 FW0713'SAND ROAD FOR 3.9 MILES TO THE AZIMUTH MARK ON THE RIGHT, 2.5
 FW0713'FEET SOUTHEASTERLY OF THE STEEL WITNESS POST.  CONTINUE ON
 FW0713'NORTHERLY FOLLOWING A CLAY AND SAND ROAD FOR 0.3 MILE TO THE
 FW0713'STATION SITE ON THE LEFT AND THE CAFFEY INLET COAST GUARD
 FW0713'STATION BUILDINGS ON THE RIGHT.
 FW0713'
 FW0713'THE STATION MARK WAS FOUND TO BE 187 FEET WESTERLY OF THE
 FW0713'CENTER LINE OF THE SAND AND CLAY ROAD, 2 FEET SOUTHEAST OF A
 FW0713'STEEL WITNESS POST AND THE MARK IS PROJECTING ABOUT 4 INCHES.
 FW0713
 FW0713                          STATION RECOVERY (1983)
 FW0713
 FW0713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 FW0713'6.9 KM (4.3 MI) NNW FROM DUCK.
 FW0713'ALONG SR 1200, 6.4 KM (3.95 MILES) NORTH-NORTHWEST OF THE
 FW0713'UNITED METHODIST CHURCH IN DUCK, DIRECTLY ACROSS ROAD FROM THE
 FW0713'OLD CAFFEY INLET COAST GUARD STATION ON A SMALL BRUSHY POINT
 FW0713'THAT JUTS INTO CURRITUCK SOUND.  MARK IS UNDER WATER AT HIGH
 FW0713'TIDE.  MARK IS 57.00 METERS (187.0 FEET) WEST OF CENTERLINE
 FW0713'OF ROAD (THROUGH BRUSH AND POISON IVY).
 FW0713'THE MARK IS 2 FT  SE FROM  WITNESS POST
 FW0713'THE MARK IS 2 FT BELOW ROAD.
 FW0713
 FW0713                          STATION RECOVERY (1992)
 FW0713
 FW0713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (MLL)
 FW0713'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 FW0713'ADDITIONS.  THE BRIDGE AND THE FENCE AROUND A GARDEN PATCH ARE NOW
 FW0713'GONE.  LOCATED WEST ACROSS THE ROAD FROM THE FLAGPOLE AT SANDERLING
 FW0713'RESTURANT AND BAR SIGN, IN THE BUSHES NEAR THE SOUND.  REFERENCE MARK
 FW0713'1 WAS RECOVERED IN GOOD CODITION, EXCEPT TILTED ABOUT 7 DEGREES TO THE
 FW0713'NORTH.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND ON MARCH 19,
 FW0713'1996.  AZIMUTH MARK RESET 1962 WAS SEARCHED FOR BUT NOT FOUND ON MARCH
 FW0713'19, 1996.  FROM MAIN STATION THERE IS NO LINE OF SIGHT POSSIBLE TO
 FW0713'AZIMUTH MARK REFERENCE AREA.
 FW0713
 FW0713                          STATION RECOVERY (1999)
 FW0713
 FW0713'RECOVERY NOTE BY 
NC DOT 1999 (RMS)
 FW0713'STATION IS ON THE WEST SIDE OF HWY NC 12 ACROSS FROM SANDERLING INN
 FW0713'AND SOUTHWEST OF A PAVED PARKING LOT.
 FW0713
 FW0713                          STATION RECOVERY (2005)
 FW0713
 FW0713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 FW0713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH6024 ***********************************************************************
 AH6024  DESIGNATION -  CAFFEY
 AH6024  PID         -  AH6024
 AH6024  STATE/COUNTY-  NC/GUILFORD
 AH6024  USGS QUAD   -  GUILFORD (1994)
 AH6024
 AH6024                         *CURRENT SURVEY CONTROL
 AH6024  ___________________________________________________________________
 AH6024* NAD 83(2007)-  36 06 05.58849(N)    079 58 49.19055(W)     ADJUSTED  
 AH6024* NAVD 88     -       285.2    (meters)     936.     (feet)  GPS OBS   
 AH6024  ___________________________________________________________________
 AH6024  EPOCH DATE  -        2002.00
 AH6024  X           -     897,694.586 (meters)                     COMP
 AH6024  Y           -  -5,080,878.766 (meters)                     COMP
 AH6024  Z           -   3,737,451.309 (meters)                     COMP
 AH6024  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 AH6024  ELLIP HEIGHT-         253.399 (meters)          (02/10/07) ADJUSTED
 AH6024  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AH6024
 AH6024  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6024  Type    PID    Designation                      North   East  Ellip
 AH6024  -------------------------------------------------------------------
 AH6024  NETWORK AH6024 CAFFEY                            0.37   0.39   0.76
 AH6024  -------------------------------------------------------------------
 AH6024
 AH6024.The horizontal coordinates were established by GPS observations
 AH6024.and adjusted by the National Geodetic Survey in February 2007.
 AH6024
 AH6024.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6024.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6024.The horizontal coordinates are valid at the epoch date displayed above.
 AH6024.The epoch date for horizontal control is a decimal equivalence
 AH6024.of Year/Month/Day.
 AH6024
 AH6024.The orthometric height was determined by GPS observations and a
 AH6024.high-resolution geoid model.
 AH6024
 AH6024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6024
 AH6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH6024
 AH6024.The ellipsoidal height was determined by GPS observations
 AH6024.and is referenced to NAD 83.
 AH6024
 AH6024.The geoid height was determined by GEOID03.
 AH6024
 AH6024;                    North         East     Units Scale Factor Converg.
 AH6024;SPC NC       -   261,304.490   521,327.433   MT  0.99998248   -0 33 56.9
 AH6024;SPC NC       -   857,296.48  1,710,388.42   sFT  0.99998248   -0 33 56.9
 AH6024;UTM  17      - 3,995,693.446   591,783.895   MT  0.99970380   +0 36 03.1
 AH6024
 AH6024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6024!SPC NC       -   0.99996023  x   0.99998248  =   0.99994271
 AH6024!UTM  17      -   0.99996023  x   0.99970380  =   0.99966404
 AH6024
 AH6024:                Primary Azimuth Mark                     Grid Az
 AH6024:SPC NC       -  MEARS                                    305 45 15.7
 AH6024:UTM  17      -  MEARS                                    304 35 15.7
 AH6024
 AH6024|---------------------------------------------------------------------|
 AH6024| PID    Reference Object                     Distance      Geod. Az  |
 AH6024|                                                           dddmmss.s |
 AH6024| AH6032 MEARS                               479.957 METERS 3051118.8 |
 AH6024|---------------------------------------------------------------------|
 AH6024
 AH6024                          SUPERSEDED SURVEY CONTROL
 AH6024
 AH6024  NAD 83(2001)-  36 06 05.58877(N)    079 58 49.19041(W) AD(       ) 1
 AH6024  ELLIP H (03/13/03)  253.397  (m)                       GP(       ) 4 2
 AH6024  NAD 83(1986)-  36 06 05.59473(N)    079 58 49.19914(W) AD(       ) 1
 AH6024
 AH6024.Superseded values are not recommended for survey control.
 AH6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6024.See file dsdata.txt to determine how the superseded data were derived.
 AH6024
 AH6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9178495693(NAD 83)
 AH6024_MARKER: DH = HORIZONTAL CONTROL DISK
 AH6024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH6024_STAMPING: CAFFEY 1991
 AH6024_MARK LOGO: NCGS  
 AH6024_PROJECTION: FLUSH
 AH6024_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH6024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6024+STABILITY: SURFACE MOTION
 AH6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6024+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 AH6024
 AH6024  HISTORY     - Date     Condition        Report By
 AH6024  HISTORY     - 1991     MONUMENTED       NCGS
 AH6024  HISTORY     - 19910327 GOOD             NCGS
 AH6024  HISTORY     - 20031101 MARK NOT FOUND   USPSQD
 AH6024
 AH6024                          STATION DESCRIPTION
 AH6024
 AH6024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AH6024'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST OF GREENSBORO, AND 2.1
 AH6024'MI (3.4 KM) EAST-SOUTHEAST OF COLFAX. ALONG US 421 FOR 0.9 MI (1.4 KM)
 AH6024'WEST FROM THE NC 68 OVERPASS, OR 0.3 MI (0.5 KM) SOUTHEAST OF SR 2133
 AH6024'(PLEASANT RIDGE RD), IN SOUTHWEST QUADRANT OF THE INTERSECTION WITH
 AH6024'THE TRUCK ENTRANCE TO--J.H. CAFFEY--DISTRIBUTING COMPANY. MARK IS
 AH6024'LEVEL WITH HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 37.7 FT (11.5 M)
 AH6024'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 37.6 FT (11.5 M) NORTHWEST OF
 AH6024'THE CENTERLINE OF PAVED DRIVE, 11.0 FT (3.4 M) EAST-NORTHEAST OF THE
 AH6024'NORTHEAST POST OF--TRUCK ENTRANCE--SIGN, 73.5 FT (22.4 M) NORTH OF A
 AH6024'METAL LAMP POLE, 108.7 FT (33.1 M) SOUTHEAST OF A VERTICAL WATER PIPE
 AH6024'IN CONCRETE BASE, AND 28.0 FT (8.5 M) SOUTHEAST OF A POWER POLE WITH
 AH6024'REFERENCE TAG.
 AH6024
 AH6024                          STATION RECOVERY (1991)
 AH6024
 AH6024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991
 AH6024'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST OF GREENSBORO, AND 2.1
 AH6024'MI (3.4 KM) EAST-SOUTHEAST OF COLFAX. ALONG US 421 FOR 0.9 MI (1.4 KM)
 AH6024'WEST FROM THE NC 68 OVERPASS, OR 0.3 MI (0.5 KM) SOUTHEAST OF SR 2133
 AH6024'(PLEASANT RIDGE RD), IN SOUTHWEST QUADRANT OF THE INTERSECTION WITH
 AH6024'THE TRUCK ENTRANCE TO--J.H. CAFFEY--DISTRIBUTING COMPANY. MARK IS
 AH6024'LEVEL WITH HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 37.7 FT (11.5 M)
 AH6024'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 37.6 FT (11.5 M) NORTHWEST OF
 AH6024'THE CENTERLINE OF PAVED DRIVE, 11.0 FT (3.4 M) EAST-NORTHEAST OF THE
 AH6024'NORTHEAST POST OF--TRUCK ENTRANCE--SIGN, 73.5 FT (22.4 M) NORTH OF A
 AH6024'METAL LAMP POLE, 108.7 FT (33.1 M) SOUTHEAST OF A VERTICAL WATER PIPE
 AH6024'IN CONCRETE BASE, AND 28.0 FT (8.5 M) SOUTHEAST OF A POWER POLE WITH
 AH6024'REFERENCE TAG.
 AH6024
 AH6024                          STATION RECOVERY (2003)
 AH6024
 AH6024'RECOVERY NOTE BY US POWER SQUADRON 2003
 AH6024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1400 ***********************************************************************
 FW1400  DESIGNATION -  CAFFEY INLET CG CUPOLA
 FW1400  PID         -  FW1400
 FW1400  STATE/COUNTY-  NC/DARE
 FW1400  USGS QUAD   -  JARVISBURG (1982)
 FW1400
 FW1400                         *CURRENT SURVEY CONTROL
 FW1400  ___________________________________________________________________
 FW1400* NAD 83(2001)-  36 13 21.73496(N)    075 46 14.56435(W)     ADJUSTED  
 FW1400* NAVD 88     -              **(meters)            **(feet)            
 FW1400  ___________________________________________________________________
 FW1400  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 FW1400  GEOID HEIGHT-         -38.82  (meters)                     GEOID03
 FW1400  HORZ ORDER  -  THIRD
 FW1400
 FW1400.The horizontal coordinates were established by classical geodetic methods
 FW1400.and adjusted by the National Geodetic Survey in August 2005.
 FW1400
 FW1400
 FW1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1400
 FW1400.The geoid height was determined by GEOID03.
 FW1400
 FW1400;                    North         East     Units Scale Factor Converg.
 FW1400;SPC NC       -   279,033.992   899,898.337   MT  1.00001612   +1 51 49.9
 FW1400;SPC NC       -   915,464.02  2,952,416.46   sFT  1.00001612   +1 51 49.9
 FW1400;UTM  18      - 4,008,925.365   430,732.722   MT  0.99965912   -0 27 19.6
 FW1400
 FW1400                          SUPERSEDED SURVEY CONTROL
 FW1400
 FW1400  NAD 83(1993)-  36 13 21.74756(N)    075 46 14.57539(W) AD(       ) 4
 FW1400  NAD 83(1986)-  36 13 21.75202(N)    075 46 14.58173(W) AD(       ) 4
 FW1400  NAD 27      -  36 13 21.16500(N)    075 46 15.90400(W) AD(       ) 3
 FW1400
 FW1400.Superseded values are not recommended for survey control.
 FW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1400.See file dsdata.txt to determine how the superseded data were derived.
 FW1400
 FW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF3073308925(NAD 83)
 FW1400_MARKER: 86 = CUPOLA
 FW1400
 FW1400  HISTORY     - Date     Condition        Report By
 FW1400  HISTORY     - 1935     FIRST OBSERVED   CGS
 FW1400  HISTORY     - 1962     GOOD             CGS
 FW1400  HISTORY     - 1962     GOOD             CGS
 FW1400
 FW1400                          STATION DESCRIPTION
 FW1400
 FW1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 FW1400'THIS INTERSECTION STATION IS THE POINT SIGHTED ON IN THE CENTER
 FW1400'OF THE PEAK OF THE CUPOLA ON THE CAFFEY INLET COAST GUARD
 FW1400'STATION HOUSE.  THIS STATION IS ABOUT 7 MILES N OF THE WRIGHT
 FW1400'MEMORIAL BRIDGE.
 FW1400
 FW1400                          STATION RECOVERY (1962)
 FW1400
 FW1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 FW1400'ABOUT 4 MILES N ALONG THE ONLY ROAD FROM THE HEART OF THE
 FW1400'VILLAGE OF DUCK, THE REPORTEDLY AND APPARENTLY UNCHANGED CUPOLA
 FW1400'ON APPROXIMATE TOP CENTER OF THE LARGEST BUILDING OF THE CAFFEY
 FW1400'INLET COAST GUARD STATION.  IT IS JUST NORTH OF THE LINE BETWEEN
 FW1400'CURRITUCK AND DARE COUNTIES WHICH REPORTEDLY WAS MARKED BY THE
 FW1400'NOW-CLOSED INLET.
 FW1400
 FW1400                          STATION RECOVERY (1962)
 FW1400
 FW1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 FW1400'ABOUT 4 MILES N ALONG THE ONLY ROAD FROM THE HEART OF THE
 FW1400'VILLAGE OF DUCK, THE REPORTEDLY AND APPARENTLY UNCHANGED CUPOLA
 FW1400'ON APPROXIMATE TOP CENTER OF THE LARGEST BUILDING OF THE CAFFEY
 FW1400'INLET COAST GUARD STATION.  IT IS JUST NORTH OF THE LINE BETWEEN
 FW1400'CURRITUCK AND DARE COUNTIES WHICH REPORTEDLY WAS MARKED BY THE
 FW1400'NOW-CLOSED INLET.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH9220 ***********************************************************************
 AH9220  DESIGNATION -  CAGE
 AH9220  PID         -  AH9220
 AH9220  STATE/COUNTY-  NC/GRANVILLE
 AH9220  USGS QUAD   -  STEM (1987)
 AH9220
 AH9220                         *CURRENT SURVEY CONTROL
 AH9220  ___________________________________________________________________
 AH9220* NAD 83(2001)-  36 10 14.34521(N)    078 39 22.80436(W)     ADJUSTED  
 AH9220* NAVD 88     -       117.58   (+/-2cm)     385.8    (feet)  VERTCON   
 AH9220  ___________________________________________________________________
 AH9220  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 AH9220  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 AH9220  HORZ ORDER  -  SECOND
 AH9220  VERT ORDER  -  THIRD ? (See Below)
 AH9220
 AH9220.The horizontal coordinates were established by classical geodetic methods
 AH9220.and adjusted by the National Geodetic Survey in August 2005.
 AH9220
 AH9220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH9220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH9220.The vertical order pertains to the NGVD 29 superseded value.
 AH9220
 AH9220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9220
 AH9220.The geoid height was determined by GEOID03.
 AH9220
 AH9220;                    North         East     Units Scale Factor Converg.
 AH9220;SPC NC       -   268,589.414   640,520.442   MT  1.00000111   +0 11 54.1
 AH9220;SPC NC       -   881,197.10  2,101,440.82   sFT  1.00000111   +0 11 54.1
 AH9220;UTM  17      - 4,005,421.706   710,790.963   MT  1.00014750   +1 23 01.4
 AH9220
 AH9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9220!SPC NC       -   0.99998655  x   1.00000111  =   0.99998766
 AH9220!UTM  17      -   0.99998655  x   1.00014750  =   1.00013405
 AH9220
 AH9220                          SUPERSEDED SURVEY CONTROL
 AH9220
 AH9220  NAD 83(1986)-  36 10 14.35305(N)    078 39 22.81642(W) AD(       ) 2
 AH9220  NGVD 29 (05/25/99)  117.85   (m)          386.6    (f) LEVELING    3  
 AH9220
 AH9220.Superseded values are not recommended for survey control.
 AH9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9220.See file dsdata.txt to determine how the superseded data were derived.
 AH9220
 AH9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1079105422(NAD 83)
 AH9220_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9220_STAMPING: CAGE 1984
 AH9220_MARK LOGO: NCGS  
 AH9220_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9220+STABILITY: SURFACE MOTION
 AH9220
 AH9220  HISTORY     - Date     Condition        Report By
 AH9220  HISTORY     - 1984     MONUMENTED       NCGS
 AH9220
 AH9220                          STATION DESCRIPTION
 AH9220
 AH9220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AH9220'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTH-NORTHEAST OF
 AH9220'CREEDMOOR, AND 8.5 KM (5.30 MI) EAST OF BUTNER. ALONG SR 1129 FOR 1.5
 AH9220'KM (0.95 MI) EAST OF THE INTERSECTION WITH US 15 (AT HESTER), OR 0.8
 AH9220'KM (0.50 MI) WEST OF THE INTERSECTION WITH SR 1136 (MOSS-HAYES RD) AND
 AH9220'IN THE SOUTHEAST CORNER OF YARD. MARK IS LEVEL WITH HIGHWAY AND
 AH9220'RECESSED 2 INCHES BELOW GROUND SURFACE. LOCATED 8.9 M (29.2 FT)
 AH9220'NORTH-NORTHEAST OF THE CENTELRINE OF HIGHWAY, 2.9 M (9.5 FT) NORTHEAST
 AH9220'OF EAST END OF CULVERT UNDER EAST DRIVEWAY, 29.2 M (95.8 FT) SOUTHEAST
 AH9220'OF SOUTHEAST CORNER OF HOUSE, 1.3 M (4.3 FT) EAST OF 3-INCH STEEL POST
 AH9220'OF DRIVEWAY, AND 11.8 M (38.7 FT) SOUTH OF POWER POLE WITH TRANSFORMER
 AH9220'AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3707 ***********************************************************************
 EZ3707  DESIGNATION -  CAGLE
 EZ3707  PID         -  EZ3707
 EZ3707  STATE/COUNTY-  NC/MONTGOMERY
 EZ3707  USGS QUAD   -  STAR (1994)
 EZ3707
 EZ3707                         *CURRENT SURVEY CONTROL
 EZ3707  ___________________________________________________________________
 EZ3707* NAD 83(2001)-  35 29 42.99625(N)    079 52 11.46657(W)     ADJUSTED  
 EZ3707* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 EZ3707  ___________________________________________________________________
 EZ3707  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EZ3707  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 EZ3707  HORZ ORDER  -  FIRST
 EZ3707
 EZ3707.The horizontal coordinates were established by classical geodetic methods
 EZ3707.and adjusted by the National Geodetic Survey in August 2005.
 EZ3707
 EZ3707.The orthometric height was scaled from a topographic map.
 EZ3707
 EZ3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3707
 EZ3707.The geoid height was determined by GEOID03.
 EZ3707
 EZ3707;                    North         East     Units Scale Factor Converg.
 EZ3707;SPC NC       -   193,950.092   530,685.829   MT  0.99988159   -0 30 07.4
 EZ3707;SPC NC       -   636,317.93  1,741,091.76   sFT  0.99988159   -0 30 07.4
 EZ3707;UTM  17      - 3,928,556.656   602,504.825   MT  0.99972948   +0 39 22.5
 EZ3707
 EZ3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3707!SPC NC       -   0.99996541  x   0.99988159  =   0.99984701
 EZ3707!UTM  17      -   0.99996541  x   0.99972948  =   0.99969490
 EZ3707
 EZ3707:                Primary Azimuth Mark                     Grid Az
 EZ3707:SPC NC       -  CAGLE AZ MK                              055 45 37.1
 EZ3707:UTM  17      -  CAGLE AZ MK                              054 36 07.2
 EZ3707
 EZ3707|---------------------------------------------------------------------|
 EZ3707| PID    Reference Object                     Distance      Geod. Az  |
 EZ3707|                                                           dddmmss.s |
 EZ3707| EZ3186 CAGLE AZ MK                         APPROX. 0.9 KM 0551529.7 |
 EZ3707| EZ5543 CAGLE RM 1                           25.277 METERS 05948     |
 EZ3707| EZ5544 CAGLE RM 2                           17.001 METERS 17412     |
 EZ3707|---------------------------------------------------------------------|
 EZ3707
 EZ3707                          SUPERSEDED SURVEY CONTROL
 EZ3707
 EZ3707  NAD 83(1986)-  35 29 43.00295(N)    079 52 11.47744(W) AD(       ) 1
 EZ3707  NAD 27      -  35 29 42.50900(N)    079 52 12.33200(W) AD(       ) 1
 EZ3707
 EZ3707.Superseded values are not recommended for survey control.
 EZ3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3707.See file dsdata.txt to determine how the superseded data were derived.
 EZ3707
 EZ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0250528557(NAD 83)
 EZ3707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EZ3707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ3707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3707+STABILITY: SURFACE MOTION
 EZ3707
 EZ3707  HISTORY     - Date     Condition        Report By
 EZ3707  HISTORY     - 1948     MONUMENTED       CGS
 EZ3707  HISTORY     - 1981     MARK NOT FOUND   NCGS
 EZ3707
 EZ3707                          STATION DESCRIPTION
 EZ3707
 EZ3707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 EZ3707'STATION IS LOCATED ABOUT 10 MILES NORTH OF TROY AND ABOUT 6
 EZ3707'MILES SOUTHWEST OF SEAGROVE AND 1-1/2 MILES SOUTH OF THE
 EZ3707'RANDOLPH-MONTGOMERY COUNTY LINE ON WHAT IS KNOWN LOCALLY AS CAGLE
 EZ3707'MOUNTAIN.  IT IS 18 FEET NORTH OF AN 18 INCH OAK TREE WITH A
 EZ3707'TRIANGLE BLAZE AND 7 FEET SOUTH OF A WHITE WITNESS POST.  THE
 EZ3707'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CAGLE 1948.
 EZ3707'
 EZ3707'REFERENCE MARK NO. 1 IS 82.93 FEET NORTHEAST OF STATION.  THE
 EZ3707'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CAGLE
 EZ3707'NO. 1 1948.
 EZ3707'
 EZ3707'REFERENCE MARK NO. 2 IS 55.78 FEET SOUTH OF THE STATION.  THE
 EZ3707'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED CAGLE
 EZ3707'NO. 2 1948.
 EZ3707'
 EZ3707'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF STATION. IT
 EZ3707'IS 20 FEET WEST OF CENTER OF A DIRT ROAD AND 2.9 FEET SOUTH OF
 EZ3707'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 EZ3707'DISK IS STAMPED CAGLE 1948.
 EZ3707'
 EZ3707'TO REACH STATION FROM THE RAILROAD CROSSING AND U.S. HIGHWAY
 EZ3707'220 IN SEAGROVE, GO WEST ON BLACK-TOP ROAD FOR 2.1 MILES TO
 EZ3707'END OF BLACK-TOP. CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO A
 EZ3707'T-ROAD LEFT AT SIGN PISGAH 5 TROY 15, KEEP STRAIGHT AHEAD,
 EZ3707'RIGHT AND GO 0.6 MILE, KEEP LEFT AND GO 0.5 MILE TO A CROSSROADS
 EZ3707'AT CHURCH, GO SOUTH PAST CHURCH FOR 0.7 MILE, TURN RIGHT AT
 EZ3707'COUNTY LINE, GO 1.5 MILES TO T ROAD, TURN LEFT, GO 1.3 MILES
 EZ3707'TO CROSSROADS AT COUNTRY STORE, TURN RIGHT AND GO 0.6 MILE TO
 EZ3707'A SHARP TURN RIGHT NEAR A HOUSE.  TURN RIGHT AND GO INTO
 EZ3707'WOODS ON DIM TRACK ROAD FOR 0.1 MILE TO A VERY DIM TRACK
 EZ3707'TRAIL LEFT UPHILL.  FOLLOW THIS DIM TRACK TRAIL TO TOP OF
 EZ3707'MOUNTAIN AND STATION AS DESCRIBED.
 EZ3707'
 EZ3707'TO REACH AZIMUTH MARK FROM STATION, GO 0.1 MILE TO ROAD, TURN
 EZ3707'LEFT AND GO 0.6 MILE TO CROSSROADS AT COUNTRY STORE, TURN LEFT
 EZ3707'AND GO 0.5 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 EZ3707'
 EZ3707'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3707
 EZ3707                          STATION RECOVERY (1981)
 EZ3707
 EZ3707'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3707'THE STATION NOR REFERENCE MARKS COULD BE FOUND DURING TWO VISITS BY
 EZ3707'DIFFERENT PERSONNEL. THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND
 EZ3707'WAS TRAVERSED TO FROM NCGS TRAVERSE STATION OWENS.
 EZ3707'
 EZ3707'THE TREES WERE CUT SOME YEARS AGO AND NO REFERENCES FOR LOCATING THE
 EZ3707'STATION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3186 ***********************************************************************
 EZ3186  DESIGNATION -  CAGLE AZ MK
 EZ3186  PID         -  EZ3186
 EZ3186  STATE/COUNTY-  NC/MONTGOMERY
 EZ3186  USGS QUAD   -  STAR (1994)
 EZ3186
 EZ3186                         *CURRENT SURVEY CONTROL
 EZ3186  ___________________________________________________________________
 EZ3186* NAD 83(2001)-  35 29 59.52006(N)    079 51 42.32072(W)     NO CHECK  
 EZ3186* NAVD 88     -       189.613  (meters)     622.09   (feet)  ADJUSTED  
 EZ3186  ___________________________________________________________________
 EZ3186  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 EZ3186  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 EZ3186  DYNAMIC HT  -         189.445 (meters)     621.54  (feet)  COMP
 EZ3186  MODELED GRAV-     979,744.5   (mgal)                       NAVD 88
 EZ3186
 EZ3186  HORZ ORDER  -  SECOND
 EZ3186  VERT ORDER  -  SECOND    CLASS II
 EZ3186
 EZ3186.The horizontal coordinates were established by classical geodetic methods
 EZ3186.and adjusted by the National Geodetic Survey in August 2005.
 EZ3186.No horizontal observational check was made to the station.
 EZ3186
 EZ3186.The orthometric height was determined by differential leveling
 EZ3186.and adjusted in June 1991.
 EZ3186
 EZ3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3186
 EZ3186.The geoid height was determined by GEOID03.
 EZ3186
 EZ3186.The dynamic height is computed by dividing the NAVD 88
 EZ3186.geopotential number by the normal gravity value computed on the
 EZ3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3186.degrees latitude (g = 980.6199 gals.).
 EZ3186
 EZ3186.The modeled gravity was interpolated from observed gravity values.
 EZ3186
 EZ3186;                    North         East     Units Scale Factor Converg.
 EZ3186;SPC NC       -   194,452.860   531,424.729   MT  0.99988193   -0 29 50.6
 EZ3186;SPC NC       -   637,967.42  1,743,515.97   sFT  0.99988193   -0 29 50.6
 EZ3186;UTM  17      - 3,929,074.181   603,233.300   MT  0.99973133   +0 39 39.7
 EZ3186
 EZ3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3186!SPC NC       -   0.99997501  x   0.99988193  =   0.99985695
 EZ3186!UTM  17      -   0.99997501  x   0.99973133  =   0.99970635
 EZ3186
 EZ3186                          SUPERSEDED SURVEY CONTROL
 EZ3186
 EZ3186  NAD 83(1986)-  35 29 59.52933(N)    079 51 42.33492(W) AD(       ) 2
 EZ3186  NGVD 29 (02/14/91)  189.85   (m)          622.9    (f) LEVELING    3  
 EZ3186
 EZ3186.Superseded values are not recommended for survey control.
 EZ3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3186.See file dsdata.txt to determine how the superseded data were derived.
 EZ3186
 EZ3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0323329074(NAD 83)
 EZ3186_MARKER: DZ = AZIMUTH MARK DISK
 EZ3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3186_SP_SET: CONCRETE POST
 EZ3186_STAMPING: CAGLE 1948
 EZ3186_MARK LOGO: CGS   
 EZ3186_PROJECTION: FLUSH
 EZ3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3186+STABILITY: SURFACE MOTION
 EZ3186
 EZ3186  HISTORY     - Date     Condition        Report By
 EZ3186  HISTORY     - 1948     MONUMENTED       CGS
 EZ3186  HISTORY     - 1981     GOOD             NCGS
 EZ3186  HISTORY     - 1981     GOOD             NCGS
 EZ3186
 EZ3186                          STATION DESCRIPTION
 EZ3186
 EZ3186'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3186'THE STATION IS LOCATED APPROXIMATELY 10.0 MILES NORTH OF TROY AND
 EZ3186'APPROXIMATELY 5.5 MILES SOUTHWEST OF SEAGROVE.
 EZ3186'
 EZ3186'TO REACH THE STATION PROCEED 0.9 MILE SOUTH ALONG NC 134 FROM THE
 EZ3186'MONTGOMERY-RANDOLPH COUNTY LINE BETWEEN ASHEBORO AND TROY OR 0.15 MILE
 EZ3186'NORTH OF THE LITTLE RIVER, APPROXIMATELY 200 FEET WEST OF HIGHWAY, AT
 EZ3186'THE WEST EDGE OF OLD ROAD BED.
 EZ3186'
 EZ3186'STATION MARK IS A USC+GS DISK STAMPED---CAGLE AZ MK 1948---SET IN THE
 EZ3186'TOP OF A 12 CONCRETE MONUMENT, FLUSH WITH GROUND SURFACE. MARK IS 1.8
 EZ3186'FEET EAST OF METAL WITNESS POST. 16.4 FEET SOUTH OF 6 INCH PINE WITH
 EZ3186'REFERENCE TAG AND 12.6 FEET EAST-NORTHEAST OF 6 INCH PINE WITH
 EZ3186'REFERENCE TAG.
 EZ3186
 EZ3186                          STATION RECOVERY (1981)
 EZ3186
 EZ3186'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3186'5.5 MI SW FROM SEAGROVE.
 EZ3186'0.9 MILE SOUTH ALONG NC 134 FROM THE MONTGOMERY-RANDOLPH COUNTY LINE
 EZ3186'BETWEEN ASHEBORO AND TROY, OR 0.15 MILE NORTH OF THE LITTLE RIVER,
 EZ3186'APPROXIMATELY 200 FEET WEST OF HIGHWAY, AT THE WEST EDGE OF OLD ROAD
 EZ3186'BED, 1.8 FEET EAST OF METAL WITNESS POST, 16.4 FEET SOUTH OF 6 INCH
 EZ3186'PINE AND 12.6 FEET EAST-NORTHEAST OF 6 INCH PINE BOTH WITH REFERENCE
 EZ3186'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1718 ***********************************************************************
 FA1718  DESIGNATION -  CAIN
 FA1718  PID         -  FA1718
 FA1718  STATE/COUNTY-  NC/DAVIDSON
 FA1718  USGS QUAD   -  MIDWAY (1994)
 FA1718
 FA1718                         *CURRENT SURVEY CONTROL
 FA1718  ___________________________________________________________________
 FA1718* NAD 83(2001)-  35 58 12.32304(N)    080 13 52.85692(W)     ADJUSTED  
 FA1718* NAVD 88     -       280.0    (meters)     919.     (feet)  VERTCON   
 FA1718  ___________________________________________________________________
 FA1718  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FA1718  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 FA1718  HORZ ORDER  -  SECOND
 FA1718
 FA1718.The horizontal coordinates were established by classical geodetic methods
 FA1718.and adjusted by the National Geodetic Survey in August 2005.
 FA1718
 FA1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1718
 FA1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1718
 FA1718.The geoid height was determined by GEOID03.
 FA1718
 FA1718;                    North         East     Units Scale Factor Converg.
 FA1718;SPC NC       -   246,970.843   498,544.615   MT  0.99995106   -0 42 38.5
 FA1718;SPC NC       -   810,270.17  1,635,641.79   sFT  0.99995106   -0 42 38.5
 FA1718;UTM  17      - 3,980,904.033   569,303.475   MT  0.99965918   +0 27 05.4
 FA1718
 FA1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1718!SPC NC       -   0.99996109  x   0.99995106  =   0.99991215
 FA1718!UTM  17      -   0.99996109  x   0.99965918  =   0.99962028
 FA1718
 FA1718|---------------------------------------------------------------------|
 FA1718| PID    Reference Object                     Distance      Geod. Az  |
 FA1718|                                                           dddmmss.s |
 FA1718| FA1716 TOBACCO                             268.680 METERS 22413     |
 FA1718| FA1715 WAGONER                             APPROX. 0.5 KM 3035936.4 |
 FA1718|---------------------------------------------------------------------|
 FA1718
 FA1718                          SUPERSEDED SURVEY CONTROL
 FA1718
 FA1718  NAD 83(1986)-  35 58 12.32806(N)    080 13 52.86326(W) AD(       ) 2
 FA1718  NAD 27      -  35 58 11.83213(N)    080 13 53.68858(W) AD(       ) 2
 FA1718  NGVD 29 (07/19/86)  280.2    (m)          919.     (f) VERT ANG    3  
 FA1718
 FA1718.Superseded values are not recommended for survey control.
 FA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1718.See file dsdata.txt to determine how the superseded data were derived.
 FA1718
 FA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6930380904(NAD 83)
 FA1718_MARKER: DE = TRAVERSE STATION DISK
 FA1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1718+STABILITY: SURFACE MOTION
 FA1718
 FA1718  HISTORY     - Date     Condition        Report By
 FA1718  HISTORY     - 1970     MONUMENTED       NCGS
 FA1718  HISTORY     - 1982     GOOD             NCGS
 FA1718
 FA1718                          STATION DESCRIPTION
 FA1718
 FA1718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA1718'CAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1718'VICINITY OF ELLER, NORTH CAROLINA.
 FA1718'
 FA1718'CAIN IS LOCATED APPROXIMATELY 0.8 MILE NORTHWEST OF ELLER.  TO REACH
 FA1718'STATION PROCEED FROM THE INTERSECTION OF US 52, NC 8 WITH SR 1508
 FA1718'(HICKORY TREE RD.) NORTH OF THE COMMUNITY OF ELLER, GO WEST ON SR
 FA1718'1508 FOR 0.3 MILE TO A GRAVEL ROAD ON LEFT USED FOR DRIVEWAY TO
 FA1718'HOME OF MR. CAIN, AND ALSO TO THE COMMUNITY WATER TOWER, TAKE
 FA1718'GRAVEL ROAD TO LEFT FOR 0.1 MILE TO STATION NEAR THE SOUTHEAST
 FA1718'CORNER OF LOT WITH WATER TOWER.
 FA1718'
 FA1718'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAIN
 FA1718'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1718'FLUSH WITH THE SURFACE OF THE GROUND.
 FA1718'
 FA1718'MARK IS
 FA1718'14.5 FEET NW OF R/W MARKER.
 FA1718'25.4 FEET E OF EASTERN EDGE OF SE COLUMN OF WATER TOWER STAND.
 FA1718'25.8 FEET SSE OF EASTERN EDGE OF NE COLUMN OF WATER TOWER STAND.
 FA1718'39.1 FEET SE OF EASTERN EDGE OF CENTER COLUMN OF WATER TOWER
 FA1718'STAND.  103.0 FEET W OF SW CORNER OF RED FRAME BARN.
 FA1718
 FA1718                          STATION RECOVERY (1982)
 FA1718
 FA1718'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA1718'THE STATION WAS RECOVERED AT THIS DATE.
 FA1718'MARK IS IN GOOD CONDITION AS DESCRIBED.
 FA1718'
 FA1718'NCGS
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4164 ***********************************************************************
 FB4164  DESIGNATION -  CAIRNES
 FB4164  PID         -  FB4164
 FB4164  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4164  USGS QUAD   -  PISGAH FOREST (1978)
 FB4164
 FB4164                         *CURRENT SURVEY CONTROL
 FB4164  ___________________________________________________________________
 FB4164* NAD 83(2007)-  35 19 43.34679(N)    082 38 55.33249(W)     ADJUSTED  
 FB4164* NAVD 88     -       676.76   (meters)    2220.3    (feet)  LEVELING  
 FB4164  ___________________________________________________________________
 FB4164  EPOCH DATE  -        2002.00
 FB4164  X           -     666,626.846 (meters)                     COMP
 FB4164  Y           -  -5,167,127.467 (meters)                     COMP
 FB4164  Z           -   3,668,053.595 (meters)                     COMP
 FB4164  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 FB4164  ELLIP HEIGHT-         646.809 (meters)          (02/10/07) ADJUSTED
 FB4164  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 FB4164
 FB4164  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4164  Type    PID    Designation                      North   East  Ellip
 FB4164  -------------------------------------------------------------------
 FB4164  NETWORK FB4164 CAIRNES                           0.53   0.47   1.25
 FB4164  -------------------------------------------------------------------
 FB4164  VERT ORDER  -  THIRD
 FB4164
 FB4164.The horizontal coordinates were established by GPS observations
 FB4164.and adjusted by the National Geodetic Survey in February 2007.
 FB4164
 FB4164.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4164.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4164.The horizontal coordinates are valid at the epoch date displayed above.
 FB4164.The epoch date for horizontal control is a decimal equivalence
 FB4164.of Year/Month/Day.
 FB4164
 FB4164.The orthometric height was determined by differential leveling.
 FB4164.The vertical network tie was performed by a horz. field party for horz.
 FB4164.obs reductions. Reset procedures were used to establish the elevation.
 FB4164
 FB4164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4164
 FB4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4164
 FB4164.The ellipsoidal height was determined by GPS observations
 FB4164.and is referenced to NAD 83.
 FB4164
 FB4164.The geoid height was determined by GEOID03.
 FB4164
 FB4164;                    North         East     Units Scale Factor Converg.
 FB4164;SPC NC       -   181,221.318   277,971.904   MT  0.99987349   -2 06 21.3
 FB4164;SPC NC       -   594,556.94    911,979.49   sFT  0.99987349   -2 06 21.3
 FB4164;UTM  17      - 3,910,743.397   350,150.290   MT  0.99987673   -0 57 12.8
 FB4164
 FB4164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4164!SPC NC       -   0.99989849  x   0.99987349  =   0.99977199
 FB4164!UTM  17      -   0.99989849  x   0.99987673  =   0.99977523
 FB4164
 FB4164                          SUPERSEDED SURVEY CONTROL
 FB4164
 FB4164  NAD 83(2001)-  35 19 43.34718(N)    082 38 55.33228(W) AD(       ) 1
 FB4164  ELLIP H (03/13/03)  646.844  (m)                       GP(       ) 4 2
 FB4164  NAD 83(1995)-  35 19 43.34966(N)    082 38 55.33210(W) AD(       ) 1
 FB4164  NAD 83(1986)-  35 19 43.35310(N)    082 38 55.33107(W) AD(       ) 2
 FB4164  NAD 83(1986)-  35 19 43.35310(N)    082 38 55.33107(W) AD(       ) 1
 FB4164  NGVD 29 (11/15/93)  676.8    (m)         2220.     (f) H LEVEL     3  
 FB4164
 FB4164.Superseded values are not recommended for survey control.
 FB4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4164.See file dsdata.txt to determine how the superseded data were derived.
 FB4164
 FB4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5015010743(NAD 83)
 FB4164_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4164_SP_SET: CONCRETE POST
 FB4164_STAMPING: CAIRNES 1989
 FB4164_MARK LOGO: NCGS  
 FB4164_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4164+STABILITY: SURFACE MOTION
 FB4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4164+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 FB4164
 FB4164  HISTORY     - Date     Condition        Report By
 FB4164  HISTORY     - 1989     MONUMENTED       NCGS
 FB4164  HISTORY     - 19900320 GOOD
 FB4164  HISTORY     - 19900712 GOOD             NCGS
 FB4164  HISTORY     - 19940615 GOOD             NCGS
 FB4164  HISTORY     - 20050708 GOOD             INDIV
 FB4164
 FB4164                          STATION DESCRIPTION
 FB4164
 FB4164'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4164'STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) NORTHEAST OF PISGAH FOREST
 FB4164'AND 8.6 KM (5.3 MI) WEST OF MILLS RIVER, AT THE
 FB4164'HENDERSON-TRANSYLVANIA COUNTY LINE.
 FB4164'ALONG NC 280 FOR 0.25 KM (0.16 MI) SOUTHWEST FROM FOREST SERVICE ROAD
 FB4164'297, NEAR THE HENDERSON-TRANSYLVANIA COUNTY LINE, NORTH OF ROAD IN
 FB4164'PASTURE.
 FB4164'MARK IS ABOUT 10 FEET HIGHER THAN THE ROAD AND RECESSED 2 INCHES BELOW
 FB4164'GROUND.  LOCATED 37.95 M (124.51 FT) (SLOPE) NORTH-NORTHWEST OF THE
 FB4164'CENTERLINE OF NC 280, 22.50 M (73.82 FT) (SLOPE) NORTH OF A 12-INCH
 FB4164'CMP (OUTLET) AT STONE HEADWALL--AND 40.0 M (131.2 FT) EAST OF A
 FB4164'6-INCH HICKORY, 38.50 M (126.31 FT) (SLOPE) SOUTH OF A FENCE POST,
 FB4164'49.50 M (162.40 FT) SOUTHWEST OF A 12-INCH WHITE PINE, 14.95 M
 FB4164'(49.05 FT) NORTH-NORTHWEST OF A RIGHT-OF-WAY FENCE POST--ALL WITH
 FB4164'REFERENCE TAGS.
 FB4164
 FB4164                          STATION RECOVERY (1990)
 FB4164
 FB4164'RECOVERED 1990
 FB4164'RECOVERED IN GOOD CONDITION.
 FB4164
 FB4164                          STATION RECOVERY (1990)
 FB4164
 FB4164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (PAC)
 FB4164'RECOVERED AS DESCRIBED.
 FB4164
 FB4164                          STATION RECOVERY (1994)
 FB4164
 FB4164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB4164'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. RIGHT-OF-WAY
 FB4164'FENCE NO LONGER EXISTS. LOCATED 120.0 FT (36.6 M) (SLOPE)
 FB4164'NORTH-NORTHWEST OF THE CENTERLINE OF NC 280 AND 92.8 FT (28.3 M)
 FB4164'(SLOPE) NORTHEAST OF THE SOUTHERN MOST--SAPPHIRE LAKES--SIGN POST.
 FB4164
 FB4164                          STATION RECOVERY (2005)
 FB4164
 FB4164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JM)
 FB4164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4165 ***********************************************************************
 FB4165  DESIGNATION -  CAIRNES AZ MK
 FB4165  PID         -  FB4165
 FB4165  STATE/COUNTY-  NC/HENDERSON
 FB4165  USGS QUAD   -  PISGAH FOREST (1978)
 FB4165
 FB4165                         *CURRENT SURVEY CONTROL
 FB4165  ___________________________________________________________________
 FB4165* NAD 83(2001)-  35 19 45.65178(N)    082 38 47.01762(W)     ADJUSTED  
 FB4165* NAVD 88     -       671.4    (meters)    2203.     (feet)  VERTCON   
 FB4165  ___________________________________________________________________
 FB4165  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 FB4165  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 FB4165  HORZ ORDER  -  SECOND
 FB4165
 FB4165.The horizontal coordinates were established by classical geodetic methods
 FB4165.and adjusted by the National Geodetic Survey in August 2005.
 FB4165
 FB4165.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4165
 FB4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4165
 FB4165.The geoid height was determined by GEOID03.
 FB4165
 FB4165;                    North         East     Units Scale Factor Converg.
 FB4165;SPC NC       -   181,284.584   278,184.344   MT  0.99987350   -2 06 16.5
 FB4165;SPC NC       -   594,764.51    912,676.47   sFT  0.99987350   -2 06 16.5
 FB4165;UTM  17      - 3,910,810.923   350,361.416   MT  0.99987595   -0 57 08.1
 FB4165
 FB4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4165!SPC NC       -   0.99989933  x   0.99987350  =   0.99977284
 FB4165!UTM  17      -   0.99989933  x   0.99987595  =   0.99977529
 FB4165
 FB4165                          SUPERSEDED SURVEY CONTROL
 FB4165
 FB4165  NAD 83(1995)-  35 19 45.65419(N)    082 38 47.01765(W) AD(       ) 2
 FB4165  NAD 83(1986)-  35 19 45.65768(N)    082 38 47.01638(W) AD(       ) 2
 FB4165  NGVD 29 (11/15/93)  671.5    (m)         2203.     (f) VERT ANG    3  
 FB4165
 FB4165.Superseded values are not recommended for survey control.
 FB4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4165.See file dsdata.txt to determine how the superseded data were derived.
 FB4165
 FB4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5036110811(NAD 83)
 FB4165_MARKER: DZ = AZIMUTH MARK DISK
 FB4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4165_SP_SET: CONCRETE POST
 FB4165_STAMPING: CAIRNES 1989
 FB4165_MARK LOGO: NCGS  
 FB4165_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4165+STABILITY: SURFACE MOTION
 FB4165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB4165+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 FB4165
 FB4165  HISTORY     - Date     Condition        Report By
 FB4165  HISTORY     - 1989     MONUMENTED       NCGS
 FB4165  HISTORY     - 19940615 GOOD             NCGS
 FB4165  HISTORY     - 20051230 MARK NOT FOUND   USPSQD
 FB4165
 FB4165                          STATION DESCRIPTION
 FB4165
 FB4165'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FB4165'STATION IS LOCATED ABOUT 9.4 KM (5.8 MI) NORTHEAST OF PISGAH FOREST
 FB4165'AND 8.5 KM (5.3 MI) WEST OF MILLS RIVER, NEAR THE
 FB4165'HENDERSON-TRANSYLVANIA COUNTY LINE.
 FB4165'AT THE NC 280 AND FOREST SERVICE ROAD 297 (TURKEY PEN ROAD)
 FB4165'INTERSECTION.
 FB4165'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD AND PROJECTS 2 INCHES ABOVE
 FB4165'THE GROUND.  LOCATED 29.50 M (96.78 FT) NORTH OF THE CENTERLINE OF
 FB4165'THE HIGHWAY, 14.50 M (47.57 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 FB4165'FOREST SERVICE ROAD NUMBER 297--AND 11.15 M (36.58 FT) SOUTHEAST OF A
 FB4165'UTILITY POLE, 8.40 M (27.56 FT) WEST-SOUTHWEST OF A 12-INCH SHORTLEAF
 FB4165'PINE--BOTH WITH REFERENCE TAGS.
 FB4165
 FB4165                          STATION RECOVERY (1994)
 FB4165
 FB4165'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB4165'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 106.0 FT
 FB4165'(32.3 M) NORTH OF THE CENTERLINE OF NC 280 AND 46.6 FT (14.2 M)
 FB4165'NORTH-NORTHEAST OF A 24 INCH CORRUGATED METAL PIPE HIGHWAY CULVERT.
 FB4165
 FB4165                          STATION RECOVERY (2005)
 FB4165
 FB4165'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB4165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3055 ***********************************************************************
 EB3055  DESIGNATION -  CAIRO
 EB3055  PID         -  EB3055
 EB3055  STATE/COUNTY-  NC/ANSON
 EB3055  USGS QUAD   -  LILESVILLE (1982)
 EB3055
 EB3055                         *CURRENT SURVEY CONTROL
 EB3055  ___________________________________________________________________
 EB3055* NAD 83(2007)-  34 53 09.57504(N)    079 55 40.25127(W)     ADJUSTED  
 EB3055* NAVD 88     -       122.3    (meters)     401.     (feet)  GPS OBS   
 EB3055  ___________________________________________________________________
 EB3055  EPOCH DATE  -        2002.00
 EB3055  X           -     916,019.992 (meters)                     COMP
 EB3055  Y           -  -5,157,023.382 (meters)                     COMP
 EB3055  Z           -   3,627,551.398 (meters)                     COMP
 EB3055  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 EB3055  ELLIP HEIGHT-          91.325 (meters)          (02/10/07) ADJUSTED
 EB3055  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 EB3055
 EB3055  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EB3055  Type    PID    Designation                      North   East  Ellip
 EB3055  -------------------------------------------------------------------
 EB3055  NETWORK EB3055 CAIRO                             0.59   0.45   1.43
 EB3055  -------------------------------------------------------------------
 EB3055
 EB3055.The horizontal coordinates were established by GPS observations
 EB3055.and adjusted by the National Geodetic Survey in February 2007.
 EB3055
 EB3055.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EB3055.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EB3055.The horizontal coordinates are valid at the epoch date displayed above.
 EB3055.The epoch date for horizontal control is a decimal equivalence
 EB3055.of Year/Month/Day.
 EB3055
 EB3055.The orthometric height was determined by GPS observations and a
 EB3055.high-resolution geoid model.
 EB3055
 EB3055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EB3055
 EB3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3055
 EB3055.The ellipsoidal height was determined by GPS observations
 EB3055.and is referenced to NAD 83.
 EB3055
 EB3055.The geoid height was determined by GEOID03.
 EB3055
 EB3055;                    North         East     Units Scale Factor Converg.
 EB3055;SPC NC       -   126,412.530   524,792.724   MT  0.99989284   -0 32 07.9
 EB3055;SPC NC       -   414,738.44  1,721,757.46   sFT  0.99989284   -0 32 07.9
 EB3055;UTM  17      - 3,860,924.567   597,973.180   MT  0.99971830   +0 36 47.7
 EB3055
 EB3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3055!SPC NC       -   0.99998567  x   0.99989284  =   0.99987851
 EB3055!UTM  17      -   0.99998567  x   0.99971830  =   0.99970397
 EB3055
 EB3055:                Primary Azimuth Mark                     Grid Az
 EB3055:SPC NC       -  IRVIN                                    250 56 41.8
 EB3055:UTM  17      -  IRVIN                                    249 47 46.2
 EB3055
 EB3055|---------------------------------------------------------------------|
 EB3055| PID    Reference Object                     Distance      Geod. Az  |
 EB3055|                                                           dddmmss.s |
 EB3055| EB3050 IRVIN                               APPROX. 0.5 KM 2502433.9 |
 EB3055| EB3041 GUM                                 APPROX. 5.7 KM 3524715.0 |
 EB3055|---------------------------------------------------------------------|
 EB3055
 EB3055                          SUPERSEDED SURVEY CONTROL
 EB3055
 EB3055  NAD 83(2001)-  34 53 09.57497(N)    079 55 40.25147(W) AD(       ) 1
 EB3055  ELLIP H (03/13/03)   91.342  (m)                       GP(       ) 4 2
 EB3055  NAD 83(1986)-  34 53 09.58410(N)    079 55 40.26002(W) AD(       ) 1
 EB3055  NAD 83(1986)-  34 53 09.58266(N)    079 55 40.26342(W) AD(       ) 2
 EB3055  NAD 27      -  34 53 09.02285(N)    079 55 41.05353(W) AD(       ) 2
 EB3055  NGVD 29 (07/19/86)  122.5    (m)          402.     (f) VERT ANG    3  
 EB3055
 EB3055.Superseded values are not recommended for survey control.
 EB3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3055.See file dsdata.txt to determine how the superseded data were derived.
 EB3055
 EB3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9797360925(NAD 83)
 EB3055_MARKER: DE = TRAVERSE STATION DISK
 EB3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3055_STAMPING: CAIRO 1970
 EB3055_MARK LOGO: NCGS  
 EB3055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3055+STABILITY: SURFACE MOTION
 EB3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EB3055+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 EB3055
 EB3055  HISTORY     - Date     Condition        Report By
 EB3055  HISTORY     - 1970     MONUMENTED       NCGS
 EB3055  HISTORY     - 1970     GOOD             NGS
 EB3055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EB3055  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EB3055  HISTORY     - 19930727 GOOD             NCGS
 EB3055
 EB3055                          STATION DESCRIPTION
 EB3055
 EB3055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB3055'CAIRO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB3055'VICINITY OF WADESBORO, NORTH CAROLINA.
 EB3055'
 EB3055'CAIRO IS LOCATED APPROXIMATELY 4.5 MILES ENE OF TOWN OF MORVEN.
 EB3055'STATION IS IN THE TOWN OF CAIRO, APPROXIMATELY 125 FEET EAST OF
 EB3055'INTERSECTION OF SR 1801 AND SR 1825 ON THE NORTH SIDE OF SR 1801.
 EB3055'
 EB3055'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAIRO
 EB3055'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB3055'1 INCH BELOW THE SURFACE OF THE GROUND.
 EB3055'
 EB3055'MARK IS
 EB3055'
 EB3055'12.5 FEET NNW OF C/L OF SR 1801.
 EB3055'50.5 FEET NW OF ALUMINUM REF. TAG ON PP NO. 401-412.
 EB3055'49.8 FEET NE OF ALUMINUM REF. TAG ON BRIDGE AHEAD WEIGHT LIMIT
 EB3055'SIGN.  184.0 FEET ENE OF ALUMINUM REF. TAG ON STOP SIGN AT SR 1801.
 EB3055'194.8 FEET ENE OF INTERSECTION OF C/L OF SR 1801 AND SR
 EB3055'1825.
 EB3055
 EB3055                          STATION RECOVERY (1970)
 EB3055
 EB3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 EB3055'THIS STATION IS RECOVERED AS DESCRIBED.
 EB3055
 EB3055                          STATION RECOVERY (1987)
 EB3055
 EB3055'RECOVERY NOTE BY US POWER SQUADRON 1987 (ELS)
 EB3055'MARK NOT FOUND.
 EB3055
 EB3055                          STATION RECOVERY (1988)
 EB3055
 EB3055'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELS)
 EB3055'MARK NOT FOUND.
 EB3055
 EB3055                          STATION RECOVERY (1993)
 EB3055
 EB3055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB)
 EB3055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5175 ***********************************************************************
 FA5175  DESIGNATION -  CAJAH
 FA5175  PID         -  FA5175
 FA5175  STATE/COUNTY-  NC/CALDWELL
 FA5175  USGS QUAD   -  DREXEL (1993)
 FA5175
 FA5175                         *CURRENT SURVEY CONTROL
 FA5175  ___________________________________________________________________
 FA5175* NAD 83(2007)-  35 49 46.02779(N)    081 30 05.12969(W)     ADJUSTED  
 FA5175* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 FA5175  ___________________________________________________________________
 FA5175  EPOCH DATE  -        2002.00
 FA5175  X           -     765,139.895 (meters)                     COMP
 FA5175  Y           -  -5,120,541.697 (meters)                     COMP
 FA5175  Z           -   3,713,077.139 (meters)                     COMP
 FA5175  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 FA5175  ELLIP HEIGHT-         361.250 (meters)          (02/10/07) ADJUSTED
 FA5175  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 FA5175
 FA5175  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5175  Type    PID    Designation                      North   East  Ellip
 FA5175  -------------------------------------------------------------------
 FA5175  NETWORK FA5175 CAJAH                             0.80   1.04   2.33
 FA5175  -------------------------------------------------------------------
 FA5175
 FA5175.The horizontal coordinates were established by GPS observations
 FA5175.and adjusted by the National Geodetic Survey in February 2007.
 FA5175
 FA5175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5175.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5175.The horizontal coordinates are valid at the epoch date displayed above.
 FA5175.The epoch date for horizontal control is a decimal equivalence
 FA5175.of Year/Month/Day.
 FA5175
 FA5175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5175
 FA5175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5175
 FA5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5175
 FA5175.The ellipsoidal height was determined by GPS observations
 FA5175.and is referenced to NAD 83.
 FA5175
 FA5175.The geoid height was determined by GEOID03.
 FA5175
 FA5175;                    North         East     Units Scale Factor Converg.
 FA5175;SPC NC       -   233,525.609   383,620.161   MT  0.99992331   -1 26 37.5
 FA5175;SPC NC       -   766,158.60  1,258,593.81   sFT  0.99992331   -1 26 37.5
 FA5175;UTM  17      - 3,965,148.484   454,710.477   MT  0.99962527   -0 17 36.7
 FA5175
 FA5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5175!SPC NC       -   0.99994330  x   0.99992331  =   0.99986662
 FA5175!UTM  17      -   0.99994330  x   0.99962527  =   0.99956860
 FA5175
 FA5175:                Primary Azimuth Mark                     Grid Az
 FA5175:SPC NC       -  HIBRITEN ECC                             008 33 45.6
 FA5175:UTM  17      -  HIBRITEN ECC                             007 24 44.8
 FA5175
 FA5175|---------------------------------------------------------------------|
 FA5175| PID    Reference Object                     Distance      Geod. Az  |
 FA5175|                                                           dddmmss.s |
 FA5175| FA3082 HIBRITEN ECC                        APPROX. 8.7 KM 0070708.1 |
 FA5175| FA5176 CAJAH AZ MK                         APPROX. 0.6 KM 0873054.6 |
 FA5175|---------------------------------------------------------------------|
 FA5175
 FA5175                          SUPERSEDED SURVEY CONTROL
 FA5175
 FA5175  NAD 83(1995)-  35 49 46.03357(N)    081 30 05.13438(W) AD(       ) 1
 FA5175  NAD 83(1986)-  35 49 46.03357(N)    081 30 05.13440(W) AD(       ) 1
 FA5175  NGVD 29 (02/04/93)  393.9    (m)         1292.     (f) GPS OBS     3  
 FA5175
 FA5175.Superseded values are not recommended for survey control.
 FA5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5175.See file dsdata.txt to determine how the superseded data were derived.
 FA5175
 FA5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5471065148(NAD 83)
 FA5175_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5175_SP_SET: CONCRETE POST
 FA5175_STAMPING: CAJAH 1989
 FA5175_MARK LOGO: NCGS  
 FA5175_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5175+STABILITY: SURFACE MOTION
 FA5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5175+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 FA5175
 FA5175  HISTORY     - Date     Condition        Report By
 FA5175  HISTORY     - 1989     MONUMENTED       NCGS
 FA5175  HISTORY     - 20050303 GOOD             INDIV
 FA5175
 FA5175                          STATION DESCRIPTION
 FA5175
 FA5175'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA5175'THE STATION IS LOCATED ABOUT 2.00 KM (1.24 MI) SOUTH OF HUDSON, AND
 FA5175'2.7 KM (1.7 MI) WEST OF THE SAWMILLS COMMUNITY.
 FA5175'PROCEED ALONG US 321A FOR 0.56 KM (0.35 MI) NORTHWEST FROM SR 1122
 FA5175'(SAWMILLS SCHOOL ROAD) AND SAWMILLS FIRE DEPARTMENT, THENCE WEST
 FA5175'ALONG SR 1130 (CAJAH MOUNTAIN ROAD) FOR 2.25 KM (1.40 MI) TO SR 1127
 FA5175'(HORSESHOE BEND ROAD), IN THE SOUTH WEST QUADRANT OF THE CROSSROADS.
 FA5175'MARK IS RECESSED 1 INCH BELOW THE GROUND SURFACE AND IS ABOUT 3 FEET
 FA5175'HIGHER THAN THE ROAD. LOCATED 10.9 M (35.8 FT) SOUTH-SOUTHEAST OF THE
 FA5175'CENTERLINE OF SR 1130, 17.8 M (58.4 FT) WEST-NORTHWEST OF THE
 FA5175'CENTERLINE OF SR 1127, 5.7 M (18.7 FT) NORTHWEST OF NORTH END OF
 FA5175'HEADWALL, 18.85 M (61.84 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF
 FA5175'PORCH AND 28.5 M (93.5 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT.
 FA5175
 FA5175                          STATION RECOVERY (2005)
 FA5175
 FA5175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TNP)
 FA5175'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5176 ***********************************************************************
 FA5176  DESIGNATION -  CAJAH AZ MK
 FA5176  PID         -  FA5176
 FA5176  STATE/COUNTY-  NC/CALDWELL
 FA5176  USGS QUAD   -  GRANITE FALLS (1993)
 FA5176
 FA5176                         *CURRENT SURVEY CONTROL
 FA5176  ___________________________________________________________________
 FA5176* NAD 83(2001)-  35 49 46.80394(N)    081 29 43.15202(W)     NO CHECK  
 FA5176* NAVD 88     -       386.9    (meters)    1269.     (feet)  VERTCON   
 FA5176  ___________________________________________________________________
 FA5176  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 FA5176  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 FA5176  HORZ ORDER  -  SECOND
 FA5176
 FA5176.The horizontal coordinates were established by classical geodetic methods
 FA5176.and adjusted by the National Geodetic Survey in August 2005.
 FA5176.No horizontal observational check was made to the station.
 FA5176
 FA5176.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5176
 FA5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5176
 FA5176.The geoid height was determined by GEOID03.
 FA5176
 FA5176;                    North         East     Units Scale Factor Converg.
 FA5176;SPC NC       -   233,535.641   384,172.169   MT  0.99992335   -1 26 24.8
 FA5176;SPC NC       -   766,191.52  1,260,404.86   sFT  0.99992335   -1 26 24.8
 FA5176;UTM  17      - 3,965,169.588   455,262.007   MT  0.99962466   -0 17 23.8
 FA5176
 FA5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5176!SPC NC       -   0.99994435  x   0.99992335  =   0.99986771
 FA5176!UTM  17      -   0.99994435  x   0.99962466  =   0.99956903
 FA5176
 FA5176                          SUPERSEDED SURVEY CONTROL
 FA5176
 FA5176  NAD 83(1986)-  35 49 46.80968(N)    081 29 43.15709(W) AD(       ) 2
 FA5176  NGVD 29 (02/04/93)  387.1    (m)         1270.     (f) VERT ANG    3  
 FA5176
 FA5176.Superseded values are not recommended for survey control.
 FA5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5176.See file dsdata.txt to determine how the superseded data were derived.
 FA5176
 FA5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5526265170(NAD 83)
 FA5176_MARKER: DZ = AZIMUTH MARK DISK
 FA5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5176_SP_SET: CONCRETE POST
 FA5176_STAMPING: CAJAH 1989
 FA5176_MARK LOGO: NCGS  
 FA5176_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5176+STABILITY: SURFACE MOTION
 FA5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5176+SATELLITE: SATELLITE OBSERVATIONS - 1989
 FA5176
 FA5176  HISTORY     - Date     Condition        Report By
 FA5176  HISTORY     - 1989     MONUMENTED       NCGS
 FA5176
 FA5176                          STATION DESCRIPTION
 FA5176
 FA5176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA5176'THE STATION IS LOCATED ABOUT 1.80 KM (1.12 MI) SOUTH OF HUDSON, AND
 FA5176'2.0 KM (1.2 MI) WEST-NORTHWEST OF THE SAWMILLS COMMUNITY.
 FA5176'PROCEED ALONG US 321A FOR 0.56 KM (0.35 MI) NORTHWEST FROM SR 1122
 FA5176'(SAWMILLS SCHOOL ROAD) AND SAWMILLS FIRE DEPARTMENT, THENCE WEST
 FA5176'ALONG SR 1130 (CAJAH MOUNTAIN ROAD) FOR 1.69 KM (1.05 MI) , OR 0.56
 FA5176'KM (0.35 MI) EAST OF SR 1127 (HORSESHOE BEND ROAD), IN THE NORTHEAST
 FA5176'CORNER OF A YARD, AT NORTH END OF HEDGE ROW.
 FA5176'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND SURFACE.
 FA5176'LOCATED 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF SR 1130, 3 M
 FA5176'(9.8 FT) EAST OF THE CENTERLINE OF DIRT DRIVEWAY, 14.2 M (46.6 FT)
 FA5176'NORTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, 18.8 M (61.7 FT)
 FA5176'SOUTHWEST OF A FIRE HYDRANT AND 14.35 M (47.08 FT) EAST-NORTHEAST OF A
 FA5176'SERVICE POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1333 ***********************************************************************
 EA1333  DESIGNATION -  CAJONES
 EA1333  PID         -  EA1333
 EA1333  STATE/COUNTY-  NC/JONES
 EA1333  USGS QUAD   -  STELLA (1994)
 EA1333
 EA1333                         *CURRENT SURVEY CONTROL
 EA1333  ___________________________________________________________________
 EA1333* NAD 83(1986)-  34 50 14.     (N)    077 10 15.     (W)     SCALED    
 EA1333* NAVD 88     -         7.083  (meters)      23.24   (feet)  ADJUSTED  
 EA1333  ___________________________________________________________________
 EA1333  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EA1333  DYNAMIC HT  -           7.076 (meters)      23.22  (feet)  COMP
 EA1333  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 EA1333
 EA1333  VERT ORDER  -  SECOND    CLASS II
 EA1333
 EA1333.The horizontal coordinates were scaled from a topographic map and have
 EA1333.an estimated accuracy of +/- 6 seconds.
 EA1333
 EA1333.The orthometric height was determined by differential leveling
 EA1333.and adjusted in June 1991.
 EA1333
 EA1333.The geoid height was determined by GEOID03.
 EA1333
 EA1333.The dynamic height is computed by dividing the NAVD 88
 EA1333.geopotential number by the normal gravity value computed on the
 EA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1333.degrees latitude (g = 980.6199 gals.).
 EA1333
 EA1333.The modeled gravity was interpolated from observed gravity values.
 EA1333
 EA1333;                    North         East    Units  Estimated Accuracy
 EA1333;SPC NC       -   122,150.      776,890.      MT  (+/- 180 meters Scaled)
 EA1333
 EA1333                          SUPERSEDED SURVEY CONTROL
 EA1333
 EA1333.No superseded survey control is available for this station.
 EA1333
 EA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD015571(NAD 83)
 EA1333_MARKER: DE = TRAVERSE STATION DISK
 EA1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1333_SP_SET: CONCRETE POST
 EA1333_STAMPING: CAJONES 1975
 EA1333_MARK LOGO: NCGS  
 EA1333_PROJECTION: RECESSED 5 CENTIMETERS
 EA1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1333+STABILITY: SURFACE MOTION
 EA1333
 EA1333  HISTORY     - Date     Condition        Report By
 EA1333  HISTORY     - 1975     MONUMENTED       NCGS
 EA1333  HISTORY     - 1979     GOOD             NCGS
 EA1333  HISTORY     - 19910824 GOOD             USPSQD
 EA1333
 EA1333                          STATION DESCRIPTION
 EA1333
 EA1333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1333'4.5 MI NNW FROM STELLA.
 EA1333'3.65 MILES NORTHWEST ALONG NC 58 FROM THE BRIDGE OVER HUNTERS CREEK AT
 EA1333'THE JONES-CARTERET COUNTY LINE, ON LEFT NEAR THE SOUTHEAST BOUNDARY OF
 EA1333'YARD AREA OF JONES RESIDENCE, AND 1.1 MILES NORTHWEST OF BRIDGE OVER
 EA1333'SMALL STREAM, 93.0 FEET SOUTHWEST OF THE CENTERLINE OF NC 58, 78.5
 EA1333'FEET SOUTH OF THE CENTERLINE OF DRIVEWAY TO HOUSE, 29.0 FEET SOUTHEAST
 EA1333'OF 24-INCH WEEPING WILLOW WITH REFERENCE TAG AND 67.6 FEET SOUTHEAST
 EA1333'OF CORNER OF HOUSE.
 EA1333'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 EA1333
 EA1333                          STATION RECOVERY (1991)
 EA1333
 EA1333'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EA1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2156 ***********************************************************************
 EA2156  DESIGNATION -  CAJONES
 EA2156  PID         -  EA2156
 EA2156  STATE/COUNTY-  NC/JONES
 EA2156  USGS QUAD   -  STELLA (1994)
 EA2156
 EA2156                         *CURRENT SURVEY CONTROL
 EA2156  ___________________________________________________________________
 EA2156* NAD 83(2001)-  34 50 13.99498(N)    077 10 14.78077(W)     ADJUSTED  
 EA2156* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 EA2156  ___________________________________________________________________
 EA2156  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 EA2156  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EA2156  HORZ ORDER  -  SECOND
 EA2156
 EA2156.The horizontal coordinates were established by classical geodetic methods
 EA2156.and adjusted by the National Geodetic Survey in August 2005.
 EA2156
 EA2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2156
 EA2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2156
 EA2156.The geoid height was determined by GEOID03.
 EA2156
 EA2156;                    North         East     Units Scale Factor Converg.
 EA2156;SPC NC       -   122,147.410   776,891.640   MT  0.99989860   +1 03 20.8
 EA2156;SPC NC       -   400,745.29  2,548,851.99   sFT  0.99989860   +1 03 20.8
 EA2156;UTM  18      - 3,857,140.325   301,505.310   MT  1.00008563   -1 14 25.6
 EA2156
 EA2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2156!SPC NC       -   1.00000475  x   0.99989860  =   0.99990335
 EA2156!UTM  18      -   1.00000475  x   1.00008563  =   1.00009038
 EA2156
 EA2156|---------------------------------------------------------------------|
 EA2156| PID    Reference Object                     Distance      Geod. Az  |
 EA2156|                                                           dddmmss.s |
 EA2156| EA2157 HEATH                               390.790 METERS 33613     |
 EA2156|---------------------------------------------------------------------|
 EA2156
 EA2156                          SUPERSEDED SURVEY CONTROL
 EA2156
 EA2156  NAD 83(1986)-  34 50 14.00926(N)    077 10 14.78611(W) AD(       ) 2
 EA2156  NAD 27      -  34 50 13.43367(N)    077 10 15.96022(W) AD(       ) 2
 EA2156  NGVD 29 (07/19/86)    7.3    (m)           24.     (f) VERT ANG    3  
 EA2156
 EA2156.Superseded values are not recommended for survey control.
 EA2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2156.See file dsdata.txt to determine how the superseded data were derived.
 EA2156
 EA2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0150557140(NAD 83)
 EA2156_MARKER: DE = TRAVERSE STATION DISK
 EA2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2156_STAMPING: CAJONES 1975
 EA2156_MARK LOGO: NCGS  
 EA2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2156+STABILITY: SURFACE MOTION
 EA2156
 EA2156  HISTORY     - Date     Condition        Report By
 EA2156  HISTORY     - 1975     MONUMENTED       NCGS
 EA2156  HISTORY     - 19910824 GOOD             USPSQD
 EA2156
 EA2156                          STATION DESCRIPTION
 EA2156
 EA2156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA2156'CAJONES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2156'THE VICINITY OF MAYSVILLE, NORTH CAROLINA.
 EA2156'
 EA2156'CAJONES IS LOCATED APPROXIMATELY 5.8 MILES SOUTHEAST OF MAYSVILLE
 EA2156'(JONES COUNTY) AND 10.6 MILES NNW OF SWANSBORO (ONSLOW COUNTY).  TO
 EA2156'REACH STATION FROM THE INTERSECTION OF U.S. 17 WITH NC 58 AT
 EA2156'MAYSVILLE, PROCEED SOUTHEASTERLY ALONG NC 58 FOR 5.8 MILES TO
 EA2156'STATION ON RIGHT NEAR SOUTHEAST BOUNDARY OF YARD AREA OF JONES
 EA2156'RESIDENCE (A WHITE HOUSE WITH A GREEN TOP AND A WEEPING WILLOW
 EA2156'TREE IN FRONT YARD) AND 1.1 MILES NORTHWEST OF BRIDGE OVER SMALL
 EA2156'STREAM.
 EA2156'
 EA2156'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2156'CAJONES 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2156'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EA2156'
 EA2156'MARK IS 93.0 FT SW OF C/L OF CN 58.
 EA2156'
 EA2156'78.5 FT S OF C/L OF DRIVEWAY TO HOUSE.
 EA2156'
 EA2156'29.0 FT SE OF 24 INCH WEEPING WILLOW TREE WITH ALUMINUM REF. TAG.
 EA2156'
 EA2156'67.6 FT SE OF SE CORNER OF HOUSE.
 EA2156
 EA2156                          STATION RECOVERY (1991)
 EA2156
 EA2156'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EA2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1368 ***********************************************************************
 EA1368  DESIGNATION -  CAKING
 EA1368  PID         -  EA1368
 EA1368  STATE/COUNTY-  NC/CARTERET
 EA1368  USGS QUAD   -  SWANSBORO (1994)
 EA1368
 EA1368                         *CURRENT SURVEY CONTROL
 EA1368  ___________________________________________________________________
 EA1368* NAD 83(2001)-  34 43 17.00456(N)    077 04 19.08240(W)     ADJUSTED  
 EA1368* NAVD 88     -         9.376  (meters)      30.76   (feet)  ADJUSTED  
 EA1368  ___________________________________________________________________
 EA1368  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 EA1368  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1368  DYNAMIC HT  -           9.367 (meters)      30.73  (feet)  COMP
 EA1368  MODELED GRAV-     979,708.7   (mgal)                       NAVD 88
 EA1368
 EA1368  HORZ ORDER  -  SECOND
 EA1368  VERT ORDER  -  SECOND    CLASS II
 EA1368
 EA1368.The horizontal coordinates were established by classical geodetic methods
 EA1368.and adjusted by the National Geodetic Survey in August 2005.
 EA1368
 EA1368.The orthometric height was determined by differential leveling
 EA1368.and adjusted in June 1991.
 EA1368
 EA1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1368
 EA1368.The geoid height was determined by GEOID03.
 EA1368
 EA1368.The dynamic height is computed by dividing the NAVD 88
 EA1368.geopotential number by the normal gravity value computed on the
 EA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1368.degrees latitude (g = 980.6199 gals.).
 EA1368
 EA1368.The modeled gravity was interpolated from observed gravity values.
 EA1368
 EA1368;                    North         East     Units Scale Factor Converg.
 EA1368;SPC NC       -   109,472.183   786,176.200   MT  0.99991515   +1 06 46.1
 EA1368;SPC NC       -   359,159.99  2,579,313.08   sFT  0.99991515   +1 06 46.1
 EA1368;UTM  18      - 3,844,101.448   310,276.291   MT  1.00004367   -1 10 49.9
 EA1368
 EA1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1368!SPC NC       -   1.00000437  x   0.99991515  =   0.99991952
 EA1368!UTM  18      -   1.00000437  x   1.00004367  =   1.00004804
 EA1368
 EA1368:                Primary Azimuth Mark                     Grid Az
 EA1368:SPC NC       -  LAMB                                     327 47 16.0
 EA1368:UTM  18      -  LAMB                                     330 04 52.0
 EA1368
 EA1368|---------------------------------------------------------------------|
 EA1368| PID    Reference Object                     Distance      Geod. Az  |
 EA1368|                                                           dddmmss.s |
 EA1368| EA1369 LAMB                                APPROX. 1.9 KM 3285402.1 |
 EA1368|---------------------------------------------------------------------|
 EA1368
 EA1368                          SUPERSEDED SURVEY CONTROL
 EA1368
 EA1368  NAD 83(1986)-  34 43 17.01746(N)    077 04 19.09092(W) AD(       ) 2
 EA1368  NAD 27      -  34 43 16.43564(N)    077 04 20.27495(W) AD(       ) 2
 EA1368  NGVD 29 (07/19/86)    9.8    (m)           32.     (f) VERT ANG    3  
 EA1368
 EA1368.Superseded values are not recommended for survey control.
 EA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1368.See file dsdata.txt to determine how the superseded data were derived.
 EA1368
 EA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1027644101(NAD 83)
 EA1368_MARKER: DE = TRAVERSE STATION DISK
 EA1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1368_SP_SET: CONCRETE POST
 EA1368_STAMPING: CAKING 1975
 EA1368_MARK LOGO: NCGS  
 EA1368_PROJECTION: FLUSH
 EA1368_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1368+STABILITY: SURFACE MOTION
 EA1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1368+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 EA1368
 EA1368  HISTORY     - Date     Condition        Report By
 EA1368  HISTORY     - 1975     MONUMENTED       NCGS
 EA1368  HISTORY     - 1981     GOOD             NCGS
 EA1368  HISTORY     - 19820101 GOOD             NCGS
 EA1368  HISTORY     - 1987     GOOD             USPSQD
 EA1368  HISTORY     - 20030930 GOOD             USPSQD
 EA1368  HISTORY     - 20050728 GOOD             USPSQD
 EA1368
 EA1368                          STATION DESCRIPTION
 EA1368
 EA1368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1368'CAKING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1368'THE VICINITY OF SWANSBORO, NORTH CAROLINA.
 EA1368'
 EA1368'CAKING IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF SWANSBORO
 EA1368'(ONSLOW COUNTY) AND 15.6 MILES SOUTHEAST OF MAYSVILLE (JONES
 EA1368'COUNTY).  TO REACH STATION FROM THE INTERSECTION OF NC 24 WITH NC
 EA1368'58 AT CAPE CARTERET, PROCEED NORTH ALONG NC 58 FOR 2.35 MILES TO
 EA1368'STATION ON RIGHT ON GROUNDS OF PELETIER BAPTIST CHURCH PARSONAGE
 EA1368'AND 0.15 MILE SOUTH OF INTERSECTION WITH SR 1110 (E).
 EA1368'
 EA1368'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1368'CAKING 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1368'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA1368'
 EA1368'MARK IS 51.7 FT NE OF C/L OF CN 58.
 EA1368'
 EA1368'13.2 FT NW OF C/L OF DRIVEWAY TO PARSONAGE
 EA1368'
 EA1368'63.7 FT NW OF PP WITH ALUMINUM REF. TAG.
 EA1368'
 EA1368'31.0 FT S OF 10 INCH PINE WITH ALUMINUM REF. TAG.
 EA1368'
 EA1368'83.3 FT SE OF A PELETIER BAPTIST CHURCH SIGNPOST WITH ALUMINUM
 EA1368'REF. TAG.
 EA1368
 EA1368                          STATION RECOVERY (1981)
 EA1368
 EA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1368'3.5 MI NE FROM SWANSBORO.
 EA1368'2.4 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE
 EA1368'CARTERET, ON GROUNDS OF PELETIER BAPTIST CHURCH PARSONAGE, 0.1 MILE
 EA1368'SOUTH OF INTERSECTION WITH SR 1110, 51.7 FEET NORTHEAST OF CENTERLINE
 EA1368'OF HIGHWAY, 13.2 FEET NORTHWEST OF CENTER OF DRIVEWAY TO PARSONAGE,
 EA1368'31.0 FEET SOUTH OF 10-INCH PINE, 63.7 FEET NORTHWEST OF POWER POLE AND
 EA1368'83.3 FEET SOUTHEAST OF CHURCH SIGN POST ALL WITH REFERENCE TAGS.
 EA1368'THE MARK IS ABOVE LEVEL WITH HIGHWAYL.
 EA1368
 EA1368                          STATION RECOVERY (1982)
 EA1368
 EA1368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1368'RECOVERED IN GOOD CONDITION.
 EA1368
 EA1368                          STATION RECOVERY (1987)
 EA1368
 EA1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EA1368'RECOVERED IN GOOD CONDITION.
 EA1368
 EA1368                          STATION RECOVERY (2003)
 EA1368
 EA1368'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM)
 EA1368'RECOVERED IN GOOD CONDITION.
 EA1368
 EA1368                          STATION RECOVERY (2005)
 EA1368
 EA1368'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4464 ***********************************************************************
 FX4464  HT_MOD      -  This is a Height Modernization Survey Station.
 FX4464  DESIGNATION -  CAL
 FX4464  PID         -  FX4464
 FX4464  STATE/COUNTY-  NC/PASQUOTANK
 FX4464  USGS QUAD   -  PASQUOTANK (1982)
 FX4464
 FX4464                         *CURRENT SURVEY CONTROL
 FX4464  ___________________________________________________________________
 FX4464* NAD 83(2007)-  36 15 23.09683(N)    076 17 02.74053(W)     ADJUSTED  
 FX4464* NAVD 88     -         3.54   (meters)      11.6    (feet)  GPS OBS   
 FX4464  ___________________________________________________________________
 FX4464  EPOCH DATE  -        2002.00
 FX4464  X           -   1,220,914.816 (meters)                     COMP
 FX4464  Y           -  -5,002,358.401 (meters)                     COMP
 FX4464  Z           -   3,751,152.573 (meters)                     COMP
 FX4464  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 FX4464  ELLIP HEIGHT-         -33.745 (meters)          (02/10/07) ADJUSTED
 FX4464  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 FX4464
 FX4464  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FX4464  Type    PID    Designation                      North   East  Ellip
 FX4464  -------------------------------------------------------------------
 FX4464  NETWORK FX4464 CAL                               0.73   0.55   1.22
 FX4464  -------------------------------------------------------------------
 FX4464
 FX4464.The horizontal coordinates were established by GPS observations
 FX4464.and adjusted by the National Geodetic Survey in February 2007.
 FX4464
 FX4464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FX4464.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FX4464.The horizontal coordinates are valid at the epoch date displayed above.
 FX4464.The epoch date for horizontal control is a decimal equivalence
 FX4464.of Year/Month/Day.
 FX4464
 FX4464.The orthometric height was determined by GPS observations and a
 FX4464.high-resolution geoid model.
 FX4464.The orthometric height was determined by GPS observations and a
 FX4464.high-resolution geoid model using precise GPS observation and
 FX4464.processing techniques.
 FX4464
 FX4464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FX4464
 FX4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4464
 FX4464.The ellipsoidal height was determined by GPS observations
 FX4464.and is referenced to NAD 83.
 FX4464
 FX4464.The geoid height was determined by GEOID03.
 FX4464
 FX4464;                    North         East     Units Scale Factor Converg.
 FX4464;SPC NC       -   281,391.439   853,658.062   MT  1.00002628   +1 34 03.1
 FX4464;SPC NC       -   923,198.41  2,800,709.83   sFT  1.00002628   +1 34 03.1
 FX4464;UTM  18      - 4,013,153.899   384,640.490   MT  0.99976397   -0 45 34.2
 FX4464
 FX4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4464!SPC NC       -   1.00000530  x   1.00002628  =   1.00003158
 FX4464!UTM  18      -   1.00000530  x   0.99976397  =   0.99976926
 FX4464
 FX4464                          SUPERSEDED SURVEY CONTROL
 FX4464
 FX4464  NAD 83(2001)-  36 15 23.09737(N)    076 17 02.74020(W) AD(       ) 1
 FX4464  ELLIP H (03/13/03)  -33.758  (m)                       GP(       ) 4 2
 FX4464  NAD 83(1986)-  36 15 23.11313(N)    076 17 02.75567(W) AD(       ) 1
 FX4464  NAD 83(1993)-  36 15 23.11483(N)    076 17 02.75062(W) AD(       ) 2
 FX4464  NAD 83(1986)-  36 15 23.11511(N)    076 17 02.75812(W) AD(       ) 2
 FX4464  NGVD 29 (11/01/90)    3.9    (m)           13.     (f) VERT ANG    3  
 FX4464
 FX4464.Superseded values are not recommended for survey control.
 FX4464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4464.See file dsdata.txt to determine how the superseded data were derived.
 FX4464
 FX4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8464013154(NAD 83)
 FX4464_MARKER: DE = TRAVERSE STATION DISK
 FX4464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4464_STAMPING: CAL 1981
 FX4464_MARK LOGO: NCGS  
 FX4464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX4464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4464+STABILITY: SURFACE MOTION
 FX4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX4464+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2001
 FX4464
 FX4464  HISTORY     - Date     Condition        Report By
 FX4464  HISTORY     - 1981     MONUMENTED       NCGS
 FX4464  HISTORY     - 20011217 GOOD             NCGS
 FX4464
 FX4464                          STATION DESCRIPTION
 FX4464
 FX4464'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FX4464'THE STATION IS LOCATED APPROXIMATELY 4.7 MILES SOUTHWEST OF ELIZABETH
 FX4464'CITY AND 7.5 MILES NORTHWEST OF WEEKSVILLE.
 FX4464'
 FX4464'TO REACH THE STATION FROM THE INTERSECTION OF US 17 AND SR 1144
 FX4464'CROSSROAD SOUTHWEST OF ELIZABETH CITY, PROCEED EASTERLY ALONG SR 1144
 FX4464'FOR 1.1 MILES TO SR 1145 ON LEFT AND STATION ON RIGHT ACROSS DITCH.
 FX4464'
 FX4464'STATION MARK IS A STANDARD DISK STAMPED---CAL 1981---SET IN TOP OF A
 FX4464'10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE.  MARK IS 27.2
 FX4464'FEET SOUTH-SOUTHWEST OF CENTERLINE OF ROAD, 63.5 FEET WEST-SOUTHWEST
 FX4464'OF INTERSECTION OF SR 1145 WITH SR 1144, 8.9 FEET SOUTH OF EAST END OF
 FX4464'CONCRETE CULVERT UNDER DRIVEWAY AND 22.6 FEET WEST-NORTHWEST OF POWER
 FX4464'POLE WITH TRANSFORMER AND REFERENCE TAG.
 FX4464
 FX4464                          STATION RECOVERY (2001)
 FX4464
 FX4464'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX4464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5638 ***********************************************************************
 AH5638  DESIGNATION -  CAL 1
 AH5638  PID         -  AH5638
 AH5638  STATE/COUNTY-  NC/CALDWELL
 AH5638  USGS QUAD   -  DREXEL (1993)
 AH5638
 AH5638                         *CURRENT SURVEY CONTROL
 AH5638  ___________________________________________________________________
 AH5638* NAD 83(1986)-  35 49 42.     (N)    081 35 50.     (W)     SCALED    
 AH5638* NAVD 88     -       383.708  (meters)    1258.88   (feet)  ADJUSTED  
 AH5638  ___________________________________________________________________
 AH5638  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AH5638  DYNAMIC HT  -         383.338 (meters)    1257.67  (feet)  COMP
 AH5638  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 AH5638
 AH5638  VERT ORDER  -  SECOND    CLASS II
 AH5638
 AH5638.The horizontal coordinates were scaled from a topographic map and have
 AH5638.an estimated accuracy of +/- 6 seconds.
 AH5638
 AH5638.The orthometric height was determined by differential leveling
 AH5638.and adjusted in July 1999.
 AH5638
 AH5638.The geoid height was determined by GEOID03.
 AH5638
 AH5638.The dynamic height is computed by dividing the NAVD 88
 AH5638.geopotential number by the normal gravity value computed on the
 AH5638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5638.degrees latitude (g = 980.6199 gals.).
 AH5638
 AH5638.The modeled gravity was interpolated from observed gravity values.
 AH5638
 AH5638;                    North         East    Units  Estimated Accuracy
 AH5638;SPC NC       -   233,620.      374,960.      MT  (+/- 180 meters Scaled)
 AH5638
 AH5638                          SUPERSEDED SURVEY CONTROL
 AH5638
 AH5638.No superseded survey control is available for this station.
 AH5638
 AH5638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV460650(NAD 83)
 AH5638_MARKER: DB = BENCH MARK DISK
 AH5638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5638_STAMPING: CAL 1 1997
 AH5638_MARK LOGO: NCGS  
 AH5638_PROJECTION: FLUSH
 AH5638_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5638+STABILITY: SURFACE MOTION
 AH5638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5638+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5638
 AH5638  HISTORY     - Date     Condition        Report By
 AH5638  HISTORY     - 1997     MONUMENTED       NCGS
 AH5638
 AH5638                          STATION DESCRIPTION
 AH5638
 AH5638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5638'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF LENOIR. PROCEED
 AH5638'ALONG NC 18/US 64 FOR 3.45 MI (5.55 KM) SOUTHWEST FROM NC 18 BUSINESS,
 AH5638'THENCE SOUTH FOR 2.8 MI (4.5 KM) ALONG SR 1142 (CALICO ROAD), THENCE
 AH5638'SOUTHWEST FOR 0.15 MI (0.24 KM) ALONG SR 1134 (OLD AMHERST ROAD) TO
 AH5638'THE STATION. MARK IS ABOUT LEVEL WITH SR 1134 AND RECESSED 1 INCH
 AH5638'BELOW SURFACE OF GROUND. LOCATED 16.5 FT (5.0 M) NORTHWEST OF THE
 AH5638'CENTERLINE OF SR 1134, 71.0 FT (21.6 M) NORTH-NORTHEAST OF CENTERLINE
 AH5638'INTERSECTION OF SR 1134 AND GRAVEL DRIVE, 129.2 FT (39.4 M) NORTHEAST
 AH5638'OF TELEPHONE PEDESTAL, 9.5 FT (2.9 M) SOUTHWEST OF FENCE CORNER--AND
 AH5638'90.0 FT (27.4 M) EAST-SOUTHEAST OF UTILITY POLE, 54.8 FT (16.7 M)
 AH5638'NORTH-NORTHWEST OF UTILITY POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4323 ***********************************************************************
 DG4323  DESIGNATION -  CAL 10
 DG4323  PID         -  DG4323
 DG4323  STATE/COUNTY-  NC/CALDWELL
 DG4323  USGS QUAD   -  LENOIR (1994)
 DG4323
 DG4323                         *CURRENT SURVEY CONTROL
 DG4323  ___________________________________________________________________
 DG4323* NAD 83(1986)-  35 57 33.     (N)    081 33 53.     (W)     SCALED    
 DG4323* NAVD 88     -       389.838  (meters)    1278.99   (feet)  ADJUSTED  
 DG4323  ___________________________________________________________________
 DG4323  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DG4323  DYNAMIC HT  -         389.460 (meters)    1277.75  (feet)  COMP
 DG4323  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 DG4323
 DG4323  VERT ORDER  -  SECOND    CLASS II
 DG4323
 DG4323.The horizontal coordinates were scaled from a topographic map and have
 DG4323.an estimated accuracy of +/- 6 seconds.
 DG4323
 DG4323.The orthometric height was determined by differential leveling
 DG4323.and adjusted in January 2005.
 DG4323
 DG4323.The geoid height was determined by GEOID03.
 DG4323
 DG4323.The dynamic height is computed by dividing the NAVD 88
 DG4323.geopotential number by the normal gravity value computed on the
 DG4323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4323.degrees latitude (g = 980.6199 gals.).
 DG4323
 DG4323.The modeled gravity was interpolated from observed gravity values.
 DG4323
 DG4323;                    North         East    Units  Estimated Accuracy
 DG4323;SPC NC       -   248,060.      378,280.      MT  (+/- 180 meters Scaled)
 DG4323
 DG4323                          SUPERSEDED SURVEY CONTROL
 DG4323
 DG4323.No superseded survey control is available for this station.
 DG4323
 DG4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV490795(NAD 83)
 DG4323_MARKER: DB = BENCH MARK DISK
 DG4323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4323_SP_SET: TRAFFIC ISLAND
 DG4323_STAMPING: CAL 10 1997
 DG4323_MARK LOGO: NCGS  
 DG4323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4323+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG4323
 DG4323  HISTORY     - Date     Condition        Report By
 DG4323  HISTORY     - 1997     MONUMENTED       NCGS
 DG4323
 DG4323                          STATION DESCRIPTION
 DG4323
 DG4323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG4323'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) NORTH-NORTHWEST OF LENOIR. AT
 DG4323'THE INTERSECTION OF US 321 AND SR 1352 (VALWAY ROAD).
 DG4323'ALONG US 321 FOR 2.0 MI (3.2 KM) NORTH FROM US 321-A (IN VALMEAD) TO
 DG4323'SR 1352 (VALWAY ROAD). SET IN THE CONCRETE TRAFFIC ISLAND.
 DG4323'MARK IS ABOUT LEVEL WITH SR 1352 AND FLUSH WITH TRAFFIC ISLAND.
 DG4323'LOCATED 30.0 FT (9.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF US 321
 DG4323'SOUTH BOUND LANES, 6.8 FT (2.1 M) SOUTHWEST OF THE NORTHEAST END OF
 DG4323'TRAFFIC ISLAND, 22.7 FT (6.9 M) NORTH-NORTHEAST OF THE SOUTH END OF
 DG4323'THE TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4324 ***********************************************************************
 DG4324  DESIGNATION -  CAL 11
 DG4324  PID         -  DG4324
 DG4324  STATE/COUNTY-  NC/CALDWELL
 DG4324  USGS QUAD   -  LENOIR (1994)
 DG4324
 DG4324                         *CURRENT SURVEY CONTROL
 DG4324  ___________________________________________________________________
 DG4324* NAD 83(1986)-  35 58 09.     (N)    081 34 00.     (W)     SCALED    
 DG4324* NAVD 88     -       422.997  (meters)    1387.78   (feet)  ADJUSTED  
 DG4324  ___________________________________________________________________
 DG4324  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DG4324  DYNAMIC HT  -         422.587 (meters)    1386.44  (feet)  COMP
 DG4324  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 DG4324
 DG4324  VERT ORDER  -  SECOND    CLASS II
 DG4324
 DG4324.The horizontal coordinates were scaled from a topographic map and have
 DG4324.an estimated accuracy of +/- 6 seconds.
 DG4324
 DG4324.The orthometric height was determined by differential leveling
 DG4324.and adjusted in January 2005.
 DG4324
 DG4324.The geoid height was determined by GEOID03.
 DG4324
 DG4324.The dynamic height is computed by dividing the NAVD 88
 DG4324.geopotential number by the normal gravity value computed on the
 DG4324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4324.degrees latitude (g = 980.6199 gals.).
 DG4324
 DG4324.The modeled gravity was interpolated from observed gravity values.
 DG4324
 DG4324;                    North         East    Units  Estimated Accuracy
 DG4324;SPC NC       -   249,170.      378,130.      MT  (+/- 180 meters Scaled)
 DG4324
 DG4324                          SUPERSEDED SURVEY CONTROL
 DG4324
 DG4324.No superseded survey control is available for this station.
 DG4324
 DG4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV489806(NAD 83)
 DG4324_MARKER: DB = BENCH MARK DISK
 DG4324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4324_SP_SET: TRAFFIC ISLAND
 DG4324_STAMPING: CAL 11 1997
 DG4324_MARK LOGO: NCGS  
 DG4324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4324+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG4324
 DG4324  HISTORY     - Date     Condition        Report By
 DG4324  HISTORY     - 1997     MONUMENTED       NCGS
 DG4324
 DG4324                          STATION DESCRIPTION
 DG4324
 DG4324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG4324'STATION IS ABOUT 4.0 MI (6.4 KM) NORTH OF LENOIR AT THE INTERSECTION
 DG4324'OF US 321 AND SR 1346 (WARRIOR ROAD).
 DG4324'ALONG US 321 FOR 2.8 MI (4.5 KM) NORTH FROM US 321-A (IN VALMEAD) TO
 DG4324'SR 1346 (WARRIOR ROAD).
 DG4324'MARK IS ABOUT LEVEL WITH SR 1346 (WARRIOR ROAD) AND SET FLUSH WITH TOP
 DG4324'OF TRAFFIC ISLAND. LOCATED 35.0 FT (10.7 M) WEST-SOUTHWEST OF THE
 DG4324'CENTERLINE OF US 321 SOUTH BOUND LANES, 8.1 FT (2.5 M) WEST-SOUTHWEST
 DG4324'OF THE EAST END OF TRAFFIC ISLAND, 54.6 FT (16.6 M) EAST OF THE WEST
 DG4324'END OF THE TRAFFIC ISLAND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4325 ***********************************************************************
 DG4325  DESIGNATION -  CAL 12
 DG4325  PID         -  DG4325
 DG4325  STATE/COUNTY-  NC/CALDWELL
 DG4325  USGS QUAD   -  LENOIR (1994)
 DG4325
 DG4325                         *CURRENT SURVEY CONTROL
 DG4325  ___________________________________________________________________
 DG4325* NAD 83(1986)-  35 58 52.     (N)    081 33 57.     (W)     SCALED    
 DG4325* NAVD 88     -       383.965  (meters)    1259.73   (feet)  ADJUSTED  
 DG4325  ___________________________________________________________________
 DG4325  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DG4325  DYNAMIC HT  -         383.593 (meters)    1258.50  (feet)  COMP
 DG4325  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 DG4325
 DG4325  VERT ORDER  -  SECOND    CLASS II
 DG4325
 DG4325.The horizontal coordinates were scaled from a topographic map and have
 DG4325.an estimated accuracy of +/- 6 seconds.
 DG4325
 DG4325.The orthometric height was determined by differential leveling
 DG4325.and adjusted in January 2005.
 DG4325
 DG4325.The geoid height was determined by GEOID03.
 DG4325
 DG4325.The dynamic height is computed by dividing the NAVD 88
 DG4325.geopotential number by the normal gravity value computed on the
 DG4325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4325.degrees latitude (g = 980.6199 gals.).
 DG4325
 DG4325.The modeled gravity was interpolated from observed gravity values.
 DG4325
 DG4325;                    North         East    Units  Estimated Accuracy
 DG4325;SPC NC       -   250,500.      378,240.      MT  (+/- 180 meters Scaled)
 DG4325
 DG4325                          SUPERSEDED SURVEY CONTROL
 DG4325
 DG4325.No superseded survey control is available for this station.
 DG4325
 DG4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV489820(NAD 83)
 DG4325_MARKER: DB = BENCH MARK DISK
 DG4325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4325_SP_SET: TRAFFIC ISLAND
 DG4325_STAMPING: CAL 12 1997
 DG4325_MARK LOGO: NCGS  
 DG4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4325+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG4325
 DG4325  HISTORY     - Date     Condition        Report By
 DG4325  HISTORY     - 1997     MONUMENTED       NCGS
 DG4325
 DG4325                          STATION DESCRIPTION
 DG4325
 DG4325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG4325'STATION IS ABOUT 4.7 MI (7.6 KM) NORTH-NORTHWEST OF LENOIR AT THE
 DG4325'INTERSECTION OF US 321, SR 1346 (WARRIOR ROAD), AND NC 268.
 DG4325'ALONG US 321 FOR 3.6 MI (5.8 KM) NORTH FROM US 321-A (IN VALMEAD) TO
 DG4325'NC-268 AND SR 1346 (WARRIOR ROAD).
 DG4325'MARK IS ABOUT LEVEL WITH NC 268, SR 1346 (WARRIOR ROAD) AND SET FLUSH
 DG4325'WITH TOP OF TRAFFIC ISLAND. LOCATED 33.0 FT (10.1 M) WEST-SOUTHWEST OF
 DG4325'THE CENTERLINE OF US 321 SOUTH BOUND LANES, 10.0 FT (3.0 M)
 DG4325'WEST-SOUTHWEST OF THE EAST END OF TRAFFIC ISLAND, 35.4 FT (10.8 M)
 DG4325'EAST-NORTHEAST OF THE WEST END OF THE TRAFFIC ISLAND, AND 69.6 FT
 DG4325'(21.2 M) SOUTHEAST OF UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5637 ***********************************************************************
 AH5637  DESIGNATION -  CAL 2
 AH5637  PID         -  AH5637
 AH5637  STATE/COUNTY-  NC/CALDWELL
 AH5637  USGS QUAD   -  DREXEL (1993)
 AH5637
 AH5637                         *CURRENT SURVEY CONTROL
 AH5637  ___________________________________________________________________
 AH5637* NAD 83(1986)-  35 50 12.     (N)    081 36 27.     (W)     SCALED    
 AH5637* NAVD 88     -       322.426  (meters)    1057.83   (feet)  ADJUSTED  
 AH5637  ___________________________________________________________________
 AH5637  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 AH5637  DYNAMIC HT  -         322.114 (meters)    1056.80  (feet)  COMP
 AH5637  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 AH5637
 AH5637  VERT ORDER  -  SECOND    CLASS II
 AH5637
 AH5637.The horizontal coordinates were scaled from a topographic map and have
 AH5637.an estimated accuracy of +/- 6 seconds.
 AH5637
 AH5637.The orthometric height was determined by differential leveling
 AH5637.and adjusted in July 1999.
 AH5637
 AH5637.The geoid height was determined by GEOID03.
 AH5637
 AH5637.The dynamic height is computed by dividing the NAVD 88
 AH5637.geopotential number by the normal gravity value computed on the
 AH5637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5637.degrees latitude (g = 980.6199 gals.).
 AH5637
 AH5637.The modeled gravity was interpolated from observed gravity values.
 AH5637
 AH5637;                    North         East    Units  Estimated Accuracy
 AH5637;SPC NC       -   234,570.      374,060.      MT  (+/- 180 meters Scaled)
 AH5637
 AH5637                          SUPERSEDED SURVEY CONTROL
 AH5637
 AH5637.No superseded survey control is available for this station.
 AH5637
 AH5637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV451660(NAD 83)
 AH5637_MARKER: DB = BENCH MARK DISK
 AH5637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5637_STAMPING: CAL 2 1997
 AH5637_MARK LOGO: NCGS  
 AH5637_PROJECTION: FLUSH
 AH5637_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5637+STABILITY: SURFACE MOTION
 AH5637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5637+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5637
 AH5637  HISTORY     - Date     Condition        Report By
 AH5637  HISTORY     - 1997     MONUMENTED       NCGS
 AH5637
 AH5637                          STATION DESCRIPTION
 AH5637
 AH5637'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5637'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF LENOIR. PROCEED
 AH5637'ALONG NC 18/US 64 FOR 3.45 MI (5.55 KM) SOUTHWEST FROM NC 18 BUSINESS,
 AH5637'THENCE SOUTH FOR 2.0 MI (3.2 KM) ALONG SR 1142-CALICO ROAD TO THE
 AH5637'STATION. MARK IS ABOUT LEVEL WITH SR 1142 AND FLUSH WITH GROUND.
 AH5637'LOCATED 16.0 FT (4.9 M) NORTH OF THE CENTERLINE SR 1142, 59.5 FT (18.1
 AH5637'M) WEST OF THE CENTERLINE OF WOODS ROAD, 69.0 FT (21.0 M)
 AH5637'WEST-NORTHWEST OF THE CENTERLINE OF INTERSECTION, 14.3 FT (4.4 M)
 AH5637'WEST-SOUTHWEST OF THE NORTH END OF A 18-INCH CORRUGATED METAL
 AH5637'PIPE--AND 107.5 FT (32.8 M) EAST OF A 10 INCH POPLAR, 13.5 FT (4.1 M)
 AH5637'SOUTH OF A 6 INCH POPLAR--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5636 ***********************************************************************
 AH5636  DESIGNATION -  CAL 3
 AH5636  PID         -  AH5636
 AH5636  STATE/COUNTY-  NC/CALDWELL
 AH5636  USGS QUAD   -  DREXEL (1993)
 AH5636
 AH5636                         *CURRENT SURVEY CONTROL
 AH5636  ___________________________________________________________________
 AH5636* NAD 83(1986)-  35 50 24.     (N)    081 37 00.     (W)     SCALED    
 AH5636* NAVD 88     -       314.299  (meters)    1031.16   (feet)  ADJUSTED  
 AH5636  ___________________________________________________________________
 AH5636  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 AH5636  DYNAMIC HT  -         313.994 (meters)    1030.16  (feet)  COMP
 AH5636  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 AH5636
 AH5636  VERT ORDER  -  SECOND    CLASS II
 AH5636
 AH5636.The horizontal coordinates were scaled from a topographic map and have
 AH5636.an estimated accuracy of +/- 6 seconds.
 AH5636
 AH5636.The orthometric height was determined by differential leveling
 AH5636.and adjusted in July 1999.
 AH5636
 AH5636.The geoid height was determined by GEOID03.
 AH5636
 AH5636.The dynamic height is computed by dividing the NAVD 88
 AH5636.geopotential number by the normal gravity value computed on the
 AH5636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5636.degrees latitude (g = 980.6199 gals.).
 AH5636
 AH5636.The modeled gravity was interpolated from observed gravity values.
 AH5636
 AH5636;                    North         East    Units  Estimated Accuracy
 AH5636;SPC NC       -   234,960.      373,240.      MT  (+/- 180 meters Scaled)
 AH5636
 AH5636                          SUPERSEDED SURVEY CONTROL
 AH5636
 AH5636.No superseded survey control is available for this station.
 AH5636
 AH5636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV443663(NAD 83)
 AH5636_MARKER: DB = BENCH MARK DISK
 AH5636_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH5636_SP_SET: BRIDGE WINGWALL
 AH5636_STAMPING: CAL 3 1997
 AH5636_MARK LOGO: NCGS  
 AH5636_PROJECTION: FLUSH
 AH5636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5636+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5636
 AH5636  HISTORY     - Date     Condition        Report By
 AH5636  HISTORY     - 1997     MONUMENTED       NCGS
 AH5636
 AH5636                          STATION DESCRIPTION
 AH5636
 AH5636'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5636'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF LENOIR. PROCEED
 AH5636'ALONG NC 18/US 64 FOR 3.4 MI (5.5 KM) SOUTHWEST FROM NC 18 BUSINESS,
 AH5636'THENCE SOUTH FOR 1.2 MI (1.9 KM) ALONG SR 1142 (CALICO ROAD) TO THE
 AH5636'BRIDGE OVER LOWER CREEK AND THE STATION, IN THE NORTHEAST WINGWALL.
 AH5636'MARK IS ABOUT LEVEL WITH SR 1142. LOCATED 19.0 FT (5.8 M)
 AH5636'EAST-SOUTHEAST OF THE CENTERLINE OF SR 1142, 2.8 FT (0.9 M)
 AH5636'EAST-SOUTHEAST OF THE NORTH END OF THE EAST CONCRETE BRIDGE RAIL--AND
 AH5636'91.9 FT (28.0 M) WEST OF A UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5635 ***********************************************************************
 AH5635  DESIGNATION -  CAL 4
 AH5635  PID         -  AH5635
 AH5635  STATE/COUNTY-  NC/CALDWELL
 AH5635  USGS QUAD   -  DREXEL (1993)
 AH5635
 AH5635                         *CURRENT SURVEY CONTROL
 AH5635  ___________________________________________________________________
 AH5635* NAD 83(1986)-  35 51 03.     (N)    081 36 29.     (W)     SCALED    
 AH5635* NAVD 88     -       342.099  (meters)    1122.37   (feet)  ADJUSTED  
 AH5635  ___________________________________________________________________
 AH5635  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AH5635  DYNAMIC HT  -         341.768 (meters)    1121.28  (feet)  COMP
 AH5635  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 AH5635
 AH5635  VERT ORDER  -  SECOND    CLASS II
 AH5635
 AH5635.The horizontal coordinates were scaled from a topographic map and have
 AH5635.an estimated accuracy of +/- 6 seconds.
 AH5635
 AH5635.The orthometric height was determined by differential leveling
 AH5635.and adjusted in July 1999.
 AH5635
 AH5635.The geoid height was determined by GEOID03.
 AH5635
 AH5635.The dynamic height is computed by dividing the NAVD 88
 AH5635.geopotential number by the normal gravity value computed on the
 AH5635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5635.degrees latitude (g = 980.6199 gals.).
 AH5635
 AH5635.The modeled gravity was interpolated from observed gravity values.
 AH5635
 AH5635;                    North         East    Units  Estimated Accuracy
 AH5635;SPC NC       -   236,150.      374,050.      MT  (+/- 180 meters Scaled)
 AH5635
 AH5635                          SUPERSEDED SURVEY CONTROL
 AH5635
 AH5635.No superseded survey control is available for this station.
 AH5635
 AH5635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV450675(NAD 83)
 AH5635_MARKER: DB = BENCH MARK DISK
 AH5635_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5635_SP_SET: PAD
 AH5635_STAMPING: CAL 4 1997
 AH5635_MARK LOGO: NCGS  
 AH5635_PROJECTION: FLUSH
 AH5635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5635+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5635
 AH5635  HISTORY     - Date     Condition        Report By
 AH5635  HISTORY     - 1997     MONUMENTED       NCGS
 AH5635
 AH5635                          STATION DESCRIPTION
 AH5635
 AH5635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5635'STATION IS LOCATED 5.8 MI (9.3 KM) SOUTHWEST OF LENOIR, AT THE MEADOWS
 AH5635'NEIGHBORHOOD FOR MANUFACTURED HOUSING. PROCEED ALONG NC 18/US 64 FOR
 AH5635'3.4 MI (5.5 KM) SOUTHWEST FROM NC 18 BUSINESS, THENCE SOUTH FOR 0.35
 AH5635'MI (0.56 KM) ALONG SR 1142 (CALICO ROAD) TO SR 1940 (FOX RUN) AND THE
 AH5635'STATION, IN THE NORTHEAST QUAD. MARK IS ABOUT 2-FEET HIGHER THAN SR
 AH5635'1142 AND FLUSH WITH THE GROUND. LOCATED 36.0 FT (11.0 M) EAST OF THE
 AH5635'CENTERLINE OF SR 1142, 45.0 FT (13.7 M) NORTH OF THE CENTERLINE OF SR
 AH5635'1940, 58.0 FT (17.7 M) NORTHEAST OF THE CENTERLINE INTERSECTION OF RS
 AH5635'1142 AND SR 1940. 35.0 FT (10.7 M) WEST-NORTHWEST OF THE SOUTHWEST
 AH5635'CORNER OF FRAME HOUSE--AND 21.1 FT (6.4 M) NORTH-NORTHEAST OF A
 AH5635'UTILITY POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5634 ***********************************************************************
 AH5634  DESIGNATION -  CAL 5
 AH5634  PID         -  AH5634
 AH5634  STATE/COUNTY-  NC/CALDWELL
 AH5634  USGS QUAD   -  DREXEL (1993)
 AH5634
 AH5634                         *CURRENT SURVEY CONTROL
 AH5634  ___________________________________________________________________
 AH5634* NAD 83(1986)-  35 52 04.     (N)    081 35 49.     (W)     SCALED    
 AH5634* NAVD 88     -       319.799  (meters)    1049.21   (feet)  ADJUSTED  
 AH5634  ___________________________________________________________________
 AH5634  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AH5634  DYNAMIC HT  -         319.489 (meters)    1048.19  (feet)  COMP
 AH5634  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 AH5634
 AH5634  VERT ORDER  -  SECOND    CLASS II
 AH5634
 AH5634.The horizontal coordinates were scaled from a topographic map and have
 AH5634.an estimated accuracy of +/- 6 seconds.
 AH5634
 AH5634.The orthometric height was determined by differential leveling
 AH5634.and adjusted in July 1999.
 AH5634
 AH5634.The geoid height was determined by GEOID03.
 AH5634
 AH5634.The dynamic height is computed by dividing the NAVD 88
 AH5634.geopotential number by the normal gravity value computed on the
 AH5634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5634.degrees latitude (g = 980.6199 gals.).
 AH5634
 AH5634.The modeled gravity was interpolated from observed gravity values.
 AH5634
 AH5634;                    North         East    Units  Estimated Accuracy
 AH5634;SPC NC       -   238,000.      375,100.      MT  (+/- 180 meters Scaled)
 AH5634
 AH5634                          SUPERSEDED SURVEY CONTROL
 AH5634
 AH5634.No superseded survey control is available for this station.
 AH5634
 AH5634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV461694(NAD 83)
 AH5634_MARKER: DB = BENCH MARK DISK
 AH5634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5634_SP_SET: HEADWALL
 AH5634_STAMPING: CAL 5 1997
 AH5634_MARK LOGO: NCGS  
 AH5634_PROJECTION: FLUSH
 AH5634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5634+STABILITY: SURFACE MOTION
 AH5634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5634+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5634
 AH5634  HISTORY     - Date     Condition        Report By
 AH5634  HISTORY     - 1997     MONUMENTED       NCGS
 AH5634
 AH5634                          STATION DESCRIPTION
 AH5634
 AH5634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5634'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF LENOIR. ALONG NC
 AH5634'18/US 64 FOR 2.5 MI (4.0 KM) SOUTHWEST FROM THE INTERSECTION WITH NC
 AH5634'18 BUSINESS, OR 0.2 MI (0.3 KM) NORTHEAST OF OLD NC 18. IN THE
 AH5634'NORTHEAST END OF HEADWALL, NEAR GAMEWELL ELEMENTARY SCHOOL. MARK IS
 AH5634'ABOUT 6-FEET LOWER THAN NC 18/US 64. LOCATED 51.0 FT (15.5 M)
 AH5634'NORTHWEST OF THE CENTERLINE OF NC 18 AND US 64, 26.7 FT (8.1 M) SOUTH
 AH5634'OF A RIGHT OF WAY MARKER, 76.0 FT (23.2 M) SOUTHWEST OF CENTERLINE OF
 AH5634'PAVED DRIVE TO SCHOOL--AND 63.3 FT (19.3 M) SOUTH-SOUTHWEST OF A
 AH5634'UTILITY POLE, 104.9 FT (32.0 M) NORTHEAST OF A UTILITY POLE--BOTH WITH
 AH5634'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5633 ***********************************************************************
 AH5633  DESIGNATION -  CAL 6
 AH5633  PID         -  AH5633
 AH5633  STATE/COUNTY-  NC/CALDWELL
 AH5633  USGS QUAD   -  DREXEL (1993)
 AH5633
 AH5633                         *CURRENT SURVEY CONTROL
 AH5633  ___________________________________________________________________
 AH5633* NAD 83(1986)-  35 52 24.     (N)    081 35 36.     (W)     SCALED    
 AH5633* NAVD 88     -       321.500  (meters)    1054.79   (feet)  ADJUSTED  
 AH5633  ___________________________________________________________________
 AH5633  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AH5633  DYNAMIC HT  -         321.189 (meters)    1053.77  (feet)  COMP
 AH5633  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 AH5633
 AH5633  VERT ORDER  -  SECOND    CLASS II
 AH5633
 AH5633.The horizontal coordinates were scaled from a topographic map and have
 AH5633.an estimated accuracy of +/- 6 seconds.
 AH5633
 AH5633.The orthometric height was determined by differential leveling
 AH5633.and adjusted in July 1999.
 AH5633
 AH5633.The geoid height was determined by GEOID03.
 AH5633
 AH5633.The dynamic height is computed by dividing the NAVD 88
 AH5633.geopotential number by the normal gravity value computed on the
 AH5633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5633.degrees latitude (g = 980.6199 gals.).
 AH5633
 AH5633.The modeled gravity was interpolated from observed gravity values.
 AH5633
 AH5633;                    North         East    Units  Estimated Accuracy
 AH5633;SPC NC       -   238,610.      375,450.      MT  (+/- 180 meters Scaled)
 AH5633
 AH5633                          SUPERSEDED SURVEY CONTROL
 AH5633
 AH5633.No superseded survey control is available for this station.
 AH5633
 AH5633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV464700(NAD 83)
 AH5633_MARKER: DB = BENCH MARK DISK
 AH5633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5633_SP_SET: HEADWALL
 AH5633_STAMPING: CAL 6 1997
 AH5633_MARK LOGO: NCGS  
 AH5633_PROJECTION: FLUSH
 AH5633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5633+STABILITY: SURFACE MOTION
 AH5633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5633+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5633
 AH5633  HISTORY     - Date     Condition        Report By
 AH5633  HISTORY     - 1997     MONUMENTED       NCGS
 AH5633
 AH5633                          STATION DESCRIPTION
 AH5633
 AH5633'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5633'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF LENOIR, IN THE
 AH5633'GAMEWELL COMMUNITY. PROCEED ALONG NC 18/US 64 FOR 2.1 MI (3.4 KM)
 AH5633'SOUTHWEST FROM THE INTERSECTION WITH NC 18 BUSINESS OR 0.7 MI (1.1 KM)
 AH5633'NORTHEAST OF OLD NC 18. NEAR THE GAMEWELL FIRE DEPARTMENT, IN THE
 AH5633'NORTHEAST END OF HEADWALL. MARK IS ABOUT 2-FEET LOWER THAN LEVEL OF NC
 AH5633'18/US 64. LOCATED 40.5 FT (12.3 M) NORTHWEST OF THE CENTERLINE OF NC
 AH5633'18/US 64, 99.0 FT (30.2 M) SOUTH OF THE SOUTH CORNER OF FIRE
 AH5633'DEPARTMENT BUILDING--AND 15.8 FT (4.8 M) SOUTH-SOUTHEAST OF A UTILITY
 AH5633'POLE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5632 ***********************************************************************
 AH5632  DESIGNATION -  CAL 7
 AH5632  PID         -  AH5632
 AH5632  STATE/COUNTY-  NC/CALDWELL
 AH5632  USGS QUAD   -  LENOIR (1994)
 AH5632
 AH5632                         *CURRENT SURVEY CONTROL
 AH5632  ___________________________________________________________________
 AH5632* NAD 83(1986)-  35 52 57.     (N)    081 35 03.     (W)     SCALED    
 AH5632* NAVD 88     -       323.751  (meters)    1062.17   (feet)  ADJUSTED  
 AH5632  ___________________________________________________________________
 AH5632  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 AH5632  DYNAMIC HT  -         323.438 (meters)    1061.15  (feet)  COMP
 AH5632  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 AH5632
 AH5632  VERT ORDER  -  SECOND    CLASS II
 AH5632
 AH5632.The horizontal coordinates were scaled from a topographic map and have
 AH5632.an estimated accuracy of +/- 6 seconds.
 AH5632
 AH5632.The orthometric height was determined by differential leveling
 AH5632.and adjusted in July 1999.
 AH5632
 AH5632.The geoid height was determined by GEOID03.
 AH5632
 AH5632.The dynamic height is computed by dividing the NAVD 88
 AH5632.geopotential number by the normal gravity value computed on the
 AH5632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5632.degrees latitude (g = 980.6199 gals.).
 AH5632
 AH5632.The modeled gravity was interpolated from observed gravity values.
 AH5632
 AH5632;                    North         East    Units  Estimated Accuracy
 AH5632;SPC NC       -   239,600.      376,300.      MT  (+/- 180 meters Scaled)
 AH5632
 AH5632                          SUPERSEDED SURVEY CONTROL
 AH5632
 AH5632.No superseded survey control is available for this station.
 AH5632
 AH5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV472710(NAD 83)
 AH5632_MARKER: DB = BENCH MARK DISK
 AH5632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH5632_SP_SET: HEADWALL
 AH5632_STAMPING: CAL 7 1997
 AH5632_MARK LOGO: NCGS  
 AH5632_PROJECTION: FLUSH
 AH5632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5632+STABILITY: SURFACE MOTION
 AH5632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5632+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5632
 AH5632  HISTORY     - Date     Condition        Report By
 AH5632  HISTORY     - 1997     MONUMENTED       NCGS
 AH5632
 AH5632                          STATION DESCRIPTION
 AH5632
 AH5632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5632'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF LENOIR.
 AH5632'ALONG NC 18/US 64 FOR 1.25 MI (2.01 KM) SOUTHWEST FROM THE
 AH5632'INTERSECTION WITH NC 18 BUSINESS, IN WEST END OF HEADWALL. MARK IS
 AH5632'ABOUT 1-FOOT LOWER THAN NC 18/US 64. LOCATED 36.0 FT (11.0 M)
 AH5632'SOUTHEAST OF THE CENTERLINE OF NC 18 AND US 64, 34.8 FT (10.6 M)
 AH5632'WEST-SOUTHWEST OF THE EAST END OF HEADWALL, 103.5 FT (31.5 M)
 AH5632'NORTHEAST OF A FIRE HYDRANT, 0.8 FT (24.4 CM) SOUTHEAST OF THE GUARD
 AH5632'RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5631 ***********************************************************************
 AH5631  DESIGNATION -  CAL 8
 AH5631  PID         -  AH5631
 AH5631  STATE/COUNTY-  NC/CALDWELL
 AH5631  USGS QUAD   -  LENOIR (1994)
 AH5631
 AH5631                         *CURRENT SURVEY CONTROL
 AH5631  ___________________________________________________________________
 AH5631* NAD 83(1986)-  35 53 42.     (N)    081 34 02.     (W)     SCALED    
 AH5631* NAVD 88     -       327.231  (meters)    1073.59   (feet)  ADJUSTED  
 AH5631  ___________________________________________________________________
 AH5631  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AH5631  DYNAMIC HT  -         326.914 (meters)    1072.55  (feet)  COMP
 AH5631  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 AH5631
 AH5631  VERT ORDER  -  SECOND    CLASS II
 AH5631
 AH5631.The horizontal coordinates were scaled from a topographic map and have
 AH5631.an estimated accuracy of +/- 6 seconds.
 AH5631
 AH5631.The orthometric height was determined by differential leveling
 AH5631.and adjusted in July 1999.
 AH5631
 AH5631.The geoid height was determined by GEOID03.
 AH5631
 AH5631.The dynamic height is computed by dividing the NAVD 88
 AH5631.geopotential number by the normal gravity value computed on the
 AH5631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5631.degrees latitude (g = 980.6199 gals.).
 AH5631
 AH5631.The modeled gravity was interpolated from observed gravity values.
 AH5631
 AH5631;                    North         East    Units  Estimated Accuracy
 AH5631;SPC NC       -   240,950.      377,870.      MT  (+/- 180 meters Scaled)
 AH5631
 AH5631                          SUPERSEDED SURVEY CONTROL
 AH5631
 AH5631.No superseded survey control is available for this station.
 AH5631
 AH5631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV488724(NAD 83)
 AH5631_MARKER: DB = BENCH MARK DISK
 AH5631_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5631_SP_SET: TRAFFIC ISLAND
 AH5631_STAMPING: CAL 8 1997
 AH5631_MARK LOGO: NCGS  
 AH5631_PROJECTION: FLUSH
 AH5631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5631+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH5631
 AH5631  HISTORY     - Date     Condition        Report By
 AH5631  HISTORY     - 1997     MONUMENTED       NCGS
 AH5631
 AH5631                          STATION DESCRIPTION
 AH5631
 AH5631'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AH5631'STATION IS LOCATED ABOUT ABOUT 2 MI (3.2 KM) SOUTHWEST OF LENOIR, IN
 AH5631'THE CONCRETE TRAFFIC ISLAND, AT THE INTERSECTION OF NC 18/US 64 AND NC
 AH5631'18 BUSINESS. MARK IS ABOUT LEVEL WITH NC 18/US 64, AND FLUSH WITH
 AH5631'TRAFFIC ISLAND. LOCATED 19.5 FT (5.9 M) NORTHEAST OF THE SOUTHWEST
 AH5631'CORNER OF ISLAND, 24.0 FT (7.3 M) SOUTH-SOUTHEAST OF THE NORTHWEST
 AH5631'CORNER OF ISLAND, 26.5 FT (8.1 M) WEST OF THE EAST CORNER OF
 AH5631'ISLAND--AND 48.6 FT (14.8 M) WEST-SOUTHWEST OF LIGHT POLE, 46.5 FT
 AH5631'(14.2 M) SOUTH-SOUTHWEST OF UTILITY POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4319 ***********************************************************************
 DG4319  DESIGNATION -  CAL 9
 DG4319  PID         -  DG4319
 DG4319  STATE/COUNTY-  NC/CALDWELL
 DG4319  USGS QUAD   -  LENOIR (1994)
 DG4319
 DG4319                         *CURRENT SURVEY CONTROL
 DG4319  ___________________________________________________________________
 DG4319* NAD 83(1986)-  35 55 33.     (N)    081 32 45.     (W)     SCALED    
 DG4319* NAVD 88     -       340.530  (meters)    1117.22   (feet)  ADJUSTED  
 DG4319  ___________________________________________________________________
 DG4319  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 DG4319  DYNAMIC HT  -         340.200 (meters)    1116.14  (feet)  COMP
 DG4319  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 DG4319
 DG4319  VERT ORDER  -  SECOND    CLASS II
 DG4319
 DG4319.The horizontal coordinates were scaled from a topographic map and have
 DG4319.an estimated accuracy of +/- 6 seconds.
 DG4319
 DG4319.The orthometric height was determined by differential leveling
 DG4319.and adjusted in January 2005.
 DG4319
 DG4319.The geoid height was determined by GEOID03.
 DG4319
 DG4319.The dynamic height is computed by dividing the NAVD 88
 DG4319.geopotential number by the normal gravity value computed on the
 DG4319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4319.degrees latitude (g = 980.6199 gals.).
 DG4319
 DG4319.The modeled gravity was interpolated from observed gravity values.
 DG4319
 DG4319;                    North         East    Units  Estimated Accuracy
 DG4319;SPC NC       -   244,320.      379,880.      MT  (+/- 180 meters Scaled)
 DG4319
 DG4319                          SUPERSEDED SURVEY CONTROL
 DG4319
 DG4319.No superseded survey control is available for this station.
 DG4319
 DG4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV507758(NAD 83)
 DG4319_MARKER: DB = BENCH MARK DISK
 DG4319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG4319_SP_SET: CULVERT WINGWALL
 DG4319_STAMPING: CAL 9 1997
 DG4319_MARK LOGO: NCGS  
 DG4319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4319+STABILITY: SURFACE MOTION
 DG4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4319+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DG4319
 DG4319  HISTORY     - Date     Condition        Report By
 DG4319  HISTORY     - 1997     MONUMENTED       NCGS
 DG4319
 DG4319                          STATION DESCRIPTION
 DG4319
 DG4319'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 DG4319'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTH-NORTHWEST OF MONUMENT
 DG4319'CIRCLE IN LENOIR .
 DG4319'ALONG NORTH MAIN STREET FOR 0.9 MI (1.4 KM) NORTH FROM MONUMENT
 DG4319'CIRCLE. NEAR INTERSECTION OF NORTH MAIN STREET AND US 321-A, MARK IS
 DG4319'ON NORTHWEST SIDE OF 321-A, SOUTHEAST SIDE OF SPAINHOUR CREEK IN
 DG4319'WINGWALL.
 DG4319'MARK IS ABOUT 2-FT LOWER THAN HIGHWAY 321-A, AND FLUSH WITH TOP OF
 DG4319'WINGWALL. LOCATED 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF SOUTH
 DG4319'BOUND LANES AND 13.0 FT (4.0 M) FROM GUARD RAIL, 1.0 FT (0.3 M) SOUTH
 DG4319'OF SOUTH END OF THE WEST HEADWALL, 80.0 FT (24.4 M) NORTH-NORTHEAST OF
 DG4319'SEWER MAN HOLE, 21.5 FT (6.6 M) NORTHWEST OF DROP INLET
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3136 ***********************************************************************
 EZ3136  DESIGNATION -  CALCUTT
 EZ3136  PID         -  EZ3136
 EZ3136  STATE/COUNTY-  NC/LEE
 EZ3136  USGS QUAD   -  BROADWAY (1981)
 EZ3136
 EZ3136                         *CURRENT SURVEY CONTROL
 EZ3136  ___________________________________________________________________
 EZ3136* NAD 83(2001)-  35 22 51.20336(N)    079 07 06.60603(W)     ADJUSTED  
 EZ3136* NAVD 88     -       110.2    (meters)     362.     (feet)  VERTCON   
 EZ3136  ___________________________________________________________________
 EZ3136  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 EZ3136  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 EZ3136  HORZ ORDER  -  SECOND
 EZ3136
 EZ3136.The horizontal coordinates were established by classical geodetic methods
 EZ3136.and adjusted by the National Geodetic Survey in August 2005.
 EZ3136
 EZ3136.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3136
 EZ3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3136
 EZ3136.The geoid height was determined by GEOID03.
 EZ3136
 EZ3136;                    North         East     Units Scale Factor Converg.
 EZ3136;SPC NC       -   180,921.246   598,835.134   MT  0.99987512   -0 04 06.2
 EZ3136;SPC NC       -   593,572.45  1,964,678.27   sFT  0.99987512   -0 04 06.2
 EZ3136;UTM  17      - 3,916,908.698   670,900.659   MT  0.99995994   +1 05 22.8
 EZ3136
 EZ3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3136!SPC NC       -   0.99998773  x   0.99987512  =   0.99986285
 EZ3136!UTM  17      -   0.99998773  x   0.99995994  =   0.99994767
 EZ3136
 EZ3136|---------------------------------------------------------------------|
 EZ3136| PID    Reference Object                     Distance      Geod. Az  |
 EZ3136|                                                           dddmmss.s |
 EZ3136| EZ3142 WICKER                              375.387 METERS 00355     |
 EZ3136|---------------------------------------------------------------------|
 EZ3136
 EZ3136                          SUPERSEDED SURVEY CONTROL
 EZ3136
 EZ3136  NAD 83(1986)-  35 22 51.20906(N)    079 07 06.60428(W) AD(       ) 2
 EZ3136  NAD 27      -  35 22 50.63824(N)    079 07 07.51884(W) AD(       ) 2
 EZ3136  NGVD 29 (07/19/86)  110.4    (m)          362.     (f) VERT ANG    3  
 EZ3136
 EZ3136.Superseded values are not recommended for survey control.
 EZ3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3136.See file dsdata.txt to determine how the superseded data were derived.
 EZ3136
 EZ3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7090116909(NAD 83)
 EZ3136_MARKER: DE = TRAVERSE STATION DISK
 EZ3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3136_STAMPING: CALCUTT 1970
 EZ3136_MARK LOGO: NCGS  
 EZ3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3136+STABILITY: SURFACE MOTION
 EZ3136
 EZ3136  HISTORY     - Date     Condition        Report By
 EZ3136  HISTORY     - 1970     MONUMENTED       NCGS
 EZ3136  HISTORY     - 1974     SEE DESCRIPTION  NCGS
 EZ3136  HISTORY     - 1984     GOOD             USPSQD
 EZ3136
 EZ3136                          STATION DESCRIPTION
 EZ3136
 EZ3136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ3136'CALCUTT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3136'VICINITY OF SWANN, NORTH CAROLINA.
 EZ3136'
 EZ3136'CALCUTT IS LOCATED APPROXIMATELY 0.4 MILE WEST OF SWANN AND 6.5
 EZ3136'MILES SSE OF SANFORD.  TO REACH STATION PROCEED FROM THE
 EZ3136'INTERSECTION OF NC 87 AND SR 1214 IN THE COMMUNITY OF SWANN (IN
 EZ3136'HARNETT COUNTY), GO WEST ON SR 1214 FOR 0.55 MILE TO STATION ON
 EZ3136'THE RIGHT, IN THE NORTHEAST CORNER OF INTERSECTION OF SR 1214 AND
 EZ3136'SR 1140.
 EZ3136'
 EZ3136'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CALCUTT
 EZ3136'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ3136'2 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ3136'
 EZ3136'MARK IS--
 EZ3136'21.0 FEET E OF C/L OF SR 1140.
 EZ3136'31.7 FEET N OF C/L OF SR 1144.
 EZ3136'8.2 FEET W OF ALUMINUM REF. TAG ON PP NO. 1B (SERVICE POLE).
 EZ3136'44.5 FEET E OF ALUMINUM REF. TAG ON 4X4 STOP SIGN ON W SIDE OF
 EZ3136'SR 1140.
 EZ3136'72.9 FEET NNE OF 4X4 STOP SIGN ON S SIDE OF SR 1140.
 EZ3136'51.7 FEET E OF 30 INCH CONCRETE PIPE UNDER SR 1140.
 EZ3136
 EZ3136                          STATION RECOVERY (1974)
 EZ3136
 EZ3136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ3136'MARK CALCUTT 1970 WAS DESTROYED.  ENTIRE MONUMENT LYING ON GROUND.
 EZ3136
 EZ3136                          STATION RECOVERY (1984)
 EZ3136
 EZ3136'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ3136'CALCUTT 1970 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1376 ***********************************************************************
 EZ1376  DESIGNATION -  CALDWELL
 EZ1376  PID         -  EZ1376
 EZ1376  STATE/COUNTY-  NC/ORANGE
 EZ1376  USGS QUAD   -  CHAPEL HILL (1993)
 EZ1376
 EZ1376                         *CURRENT SURVEY CONTROL
 EZ1376  ___________________________________________________________________
 EZ1376* NAD 83(2001)-  35 54 45.74594(N)    079 03 07.20128(W)     ADJUSTED  
 EZ1376* NAVD 88     -       150.767  (meters)     494.64   (feet)  ADJUSTED  
 EZ1376  ___________________________________________________________________
 EZ1376  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 EZ1376  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 EZ1376  DYNAMIC HT  -         150.644 (meters)     494.24  (feet)  COMP
 EZ1376  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 EZ1376
 EZ1376  HORZ ORDER  -  SECOND
 EZ1376  VERT ORDER  -  SECOND    CLASS 0
 EZ1376
 EZ1376.The horizontal coordinates were established by classical geodetic methods
 EZ1376.and adjusted by the National Geodetic Survey in August 2005.
 EZ1376
 EZ1376.The orthometric height was determined by differential leveling
 EZ1376.and adjusted in June 1991.
 EZ1376
 EZ1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1376
 EZ1376.The geoid height was determined by GEOID03.
 EZ1376
 EZ1376.The dynamic height is computed by dividing the NAVD 88
 EZ1376.geopotential number by the normal gravity value computed on the
 EZ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1376.degrees latitude (g = 980.6199 gals.).
 EZ1376
 EZ1376.The modeled gravity was interpolated from observed gravity values.
 EZ1376
 EZ1376;                    North         East     Units Scale Factor Converg.
 EZ1376;SPC NC       -   239,916.594   604,907.801   MT  0.99993901   -0 01 48.0
 EZ1376;SPC NC       -   787,126.36  1,984,601.68   sFT  0.99993901   -0 01 48.0
 EZ1376;UTM  17      - 3,976,019.515   675,772.516   MT  0.99998071   +1 08 34.4
 EZ1376
 EZ1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1376!SPC NC       -   0.99998121  x   0.99993901  =   0.99992022
 EZ1376!UTM  17      -   0.99998121  x   0.99998071  =   0.99996192
 EZ1376
 EZ1376                          SUPERSEDED SURVEY CONTROL
 EZ1376
 EZ1376  NAD 83(1986)-  35 54 45.74980(N)    079 03 07.21195(W) AD(       ) 2
 EZ1376  NAD 27      -  35 54 45.23042(N)    079 03 08.17421(W) AD(       ) 2
 EZ1376  NGVD 29 (03/05/92)  151.006  (m)          495.43   (f) ADJUSTED    2 0
 EZ1376
 EZ1376.Superseded values are not recommended for survey control.
 EZ1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1376.See file dsdata.txt to determine how the superseded data were derived.
 EZ1376
 EZ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7577376020(NAD 83)
 EZ1376_MARKER: DE = TRAVERSE STATION DISK
 EZ1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1376_STAMPING: CALDWELL 1972
 EZ1376_MARK LOGO: NCGS  
 EZ1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1376+STABILITY: SURFACE MOTION
 EZ1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ1376+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 EZ1376
 EZ1376  HISTORY     - Date     Condition        Report By
 EZ1376  HISTORY     - 1972     MONUMENTED       NCGS
 EZ1376  HISTORY     - 1973     GOOD             NCGS
 EZ1376  HISTORY     - 1981     GOOD             NCGS
 EZ1376  HISTORY     - 1981     GOOD             NCGS
 EZ1376  HISTORY     - 19910526 GOOD             USPSQD
 EZ1376  HISTORY     - 20040421 GOOD             USPSQD
 EZ1376  HISTORY     - 20051112 GOOD             USPSQD
 EZ1376  HISTORY     - 20081029 GOOD             GEOCAC
 EZ1376
 EZ1376                          STATION DESCRIPTION
 EZ1376
 EZ1376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ1376'CALDWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EZ1376'ESTABLISHED IN THE VICINITY OF CHAPEL HILL, NORTH CAROLINA.
 EZ1376'
 EZ1376'CALDWELL IS LOCATED IN CHAPEL HILL.  STATION IS ON THE CAMPUS
 EZ1376'OF THE UNIVERSITY OF NORTH CAROLINA - CHAPEL HILL, ON A MALL
 EZ1376'SSW OF MOREHEAD PLANETARIUM, APPROXIMATELY 300 FEET SW OF THE
 EZ1376'ALUMNI BUILDING, NORTH OF THE OLD WEST BUILDING AND NEAR
 EZ1376'PERSON HALL.
 EZ1376'
 EZ1376'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1376'CALDWELL 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ1376'OF WHICH IS FLUSH WITH THE GROUND.
 EZ1376'
 EZ1376'MARK IS
 EZ1376'
 EZ1376'33.2 FT SSE OF S EDGE OF BRICK SIDEWALK LEADING W FROM
 EZ1376'ALUMNI BUILDING
 EZ1376'
 EZ1376'45.7 FT ENE OF W EDGE OF BRICK SIDEWALK LEADING N FROM OLD WEST
 EZ1376'BUILDING
 EZ1376'
 EZ1376'83.5 FT NE OF SE CORNER OF PERSON HALL BUILDING
 EZ1376'
 EZ1376'11.9 FT SSW OF 16 INCH OAK WITH ALUMINUM REF. TAG
 EZ1376'
 EZ1376'60.3 FT ESE OF BASE OF METAL LAMP POST 348
 EZ1376'
 EZ1376'151.2 FT SSW OF SW CORNER OF THE CALDWELL MEMORIAL STATUE
 EZ1376
 EZ1376                          STATION RECOVERY (1973)
 EZ1376
 EZ1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1376'IN CHAPEL HILL.
 EZ1376'STATION IS ON THE CAMPUS OF THE UNIVERSITY OF NORTH
 EZ1376'CAROLINA - CHAPEL HILL, ON A MALL SSW OF MOREHEAD PLANETARIUM,
 EZ1376'APPROXIMATELY 300 FEET SW OF THE ALUMNI BUILDING, NORTH OF THE
 EZ1376'OLD WEST BUILDING AND NEAR PERSON HALL, 33.2 FT SSE OF SE EDGE OF
 EZ1376'BRICK SIDEWALK LEADING W FROM ALUMNI BUILDING, 45.7 FT ENE OF W
 EZ1376'EDGE OF BRICK SIDEWALK LEADING N FROM OLD WEST BUILDING, 83.5 FT NE
 EZ1376'OF SE CORNER OF PERSON HALL BUILDING, 11.9 FT SSW OF 16 INCH OAK
 EZ1376'WITH ALUMINUM REF. TAG, 60.3 FT ESE OF BASE OF METAL LAMP POST 348,
 EZ1376'AND 151.2 FT SSW OF SW CORNER OF THE CALDWELL MEMORIAL STATUE.
 EZ1376'DISK IS SET IN THE TOP OF A CONCRETE CYLINDER, FLUSH WITH THE SURFACE
 EZ1376'OF THE GROUND.
 EZ1376
 EZ1376                          STATION RECOVERY (1981)
 EZ1376
 EZ1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (LWA)
 EZ1376'THE STATION WAS RECOVERED AT THIS DATE.
 EZ1376'
 EZ1376'STATION IS IN GOOD CONDITION AS DESCRIBED.
 EZ1376
 EZ1376                          STATION RECOVERY (1981)
 EZ1376
 EZ1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ1376'RECOVERED IN GOOD CONDITION.
 EZ1376
 EZ1376                          STATION RECOVERY (1991)
 EZ1376
 EZ1376'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSB)
 EZ1376'RECOVERED IN GOOD CONDITION.
 EZ1376
 EZ1376                          STATION RECOVERY (2004)
 EZ1376
 EZ1376'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ1376'RECOVERED IN GOOD CONDITION.
 EZ1376
 EZ1376                          STATION RECOVERY (2005)
 EZ1376
 EZ1376'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ1376'RECOVERED IN GOOD CONDITION.
 EZ1376
 EZ1376                          STATION RECOVERY (2008)
 EZ1376
 EZ1376'RECOVERY NOTE BY GEOCACHING 2008 (PFF)
 EZ1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2387 ***********************************************************************
 FA2387  DESIGNATION -  CALDWELL
 FA2387  PID         -  FA2387
 FA2387  STATE/COUNTY-  NC/MECKLENBURG
 FA2387  USGS QUAD   -  MINT HILL (1993)
 FA2387
 FA2387                         *CURRENT SURVEY CONTROL
 FA2387  ___________________________________________________________________
 FA2387* NAD 83(2001)-  35 13 22.61204(N)    080 38 30.92224(W)     ADJUSTED  
 FA2387* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 FA2387  ___________________________________________________________________
 FA2387  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 FA2387  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA2387  HORZ ORDER  -  SECOND
 FA2387
 FA2387.The horizontal coordinates were established by classical geodetic methods
 FA2387.and adjusted by the National Geodetic Survey in August 2005.
 FA2387
 FA2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2387
 FA2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2387
 FA2387.The geoid height was determined by GEOID03.
 FA2387
 FA2387;                    North         East     Units Scale Factor Converg.
 FA2387;SPC NC       -   164,630.000   460,146.617   MT  0.99987272   -0 56 51.6
 FA2387;SPC NC       -   540,123.59  1,509,664.36   sFT  0.99987272   -0 56 51.6
 FA2387;UTM  17      - 3,897,826.312   532,586.330   MT  0.99961309   +0 12 23.5
 FA2387
 FA2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2387!SPC NC       -   0.99996793  x   0.99987272  =   0.99984065
 FA2387!UTM  17      -   0.99996793  x   0.99961309  =   0.99958103
 FA2387
 FA2387:                Primary Azimuth Mark                     Grid Az
 FA2387:SPC NC       -  RHODES                                   081 07 49.5
 FA2387:UTM  17      -  RHODES                                   079 58 34.4
 FA2387
 FA2387|---------------------------------------------------------------------|
 FA2387| PID    Reference Object                     Distance      Geod. Az  |
 FA2387|                                                           dddmmss.s |
 FA2387| FA2385 RHODES                              APPROX. 0.5 KM 0801057.9 |
 FA2387|---------------------------------------------------------------------|
 FA2387
 FA2387                          SUPERSEDED SURVEY CONTROL
 FA2387
 FA2387  NAD 83(1986)-  35 13 22.62639(N)    080 38 30.93048(W) AD(       ) 2
 FA2387  NAD 27      -  35 13 22.09859(N)    080 38 31.68898(W) AD(       ) 2
 FA2387  NGVD 29 (07/19/86)  234.8    (m)          770.     (f) VERT ANG    3  
 FA2387
 FA2387.Superseded values are not recommended for survey control.
 FA2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2387.See file dsdata.txt to determine how the superseded data were derived.
 FA2387
 FA2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU3258697826(NAD 83)
 FA2387_MARKER: DE = TRAVERSE STATION DISK
 FA2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2387_STAMPING: CALDWELL 1971
 FA2387_MARK LOGO: NCGS  
 FA2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2387+STABILITY: SURFACE MOTION
 FA2387
 FA2387  HISTORY     - Date     Condition        Report By
 FA2387  HISTORY     - 1971     MONUMENTED       NCGS
 FA2387  HISTORY     - 1987     GOOD             USPSQD
 FA2387  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA2387  HISTORY     - 1990     GOOD             USPSQD
 FA2387  HISTORY     - 20000927 SEE DESCRIPTION  NCGS
 FA2387  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 FA2387
 FA2387                          STATION DESCRIPTION
 FA2387
 FA2387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 FA2387'CALDWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2387'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2387'
 FA2387'CALDWELL IS LOCATED APPROXIMATELY 11.4 MILES EAST OF CHARLOTTE.  TO
 FA2387'REACH STATION PROCEED FROM THE INTERSECTION OF NC 27, NC 24 AND SR
 FA2387'1004 2.0 MILES EAST ON NC 27 AND 24 TO STATION ON LEFT SHOULDER
 FA2387'(NORTH SIDE) OF NC 27 AND 24, 0.4 MILE WEST OF INTERSECTION OF NC 27,
 FA2387'NC 24, AND SR 2810, AND ON OPPOSITE SIDE OF ROAD FROM A LARGE
 FA2387'COLONIAL TYPE BRICK RESIDENCE.
 FA2387'
 FA2387'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2387'CALDWELL 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2387'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2387'
 FA2387'MARK IS
 FA2387'15.9 FEET NNW OF C/L OF NC 27 AND NC 24.
 FA2387'44.9 FEET NNW OF ALUMINUM REF. TAG ON TP.
 FA2387'11.1 FEET SSE OF ALUMINUM REF. TAG ON POWER BRACE POLE.
 FA2387'18.3 FEET SE OF ALUMINUM REF. TAG ON PASTURE FENCE POST.
 FA2387'20.5 FEET SW OF ALUMINUM REF. TAG ON PASTURE FENCE POST.
 FA2387
 FA2387                          STATION RECOVERY (1987)
 FA2387
 FA2387'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA2387'RECOVERED IN GOOD CONDITION.
 FA2387
 FA2387                          STATION RECOVERY (1989)
 FA2387
 FA2387'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW)
 FA2387'MARK NOT FOUND.
 FA2387
 FA2387                          STATION RECOVERY (1990)
 FA2387
 FA2387'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA2387'RECOVERED IN GOOD CONDITION.
 FA2387
 FA2387                          STATION RECOVERY (2000)
 FA2387
 FA2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2387'THE STATION WAS NOT FOUND AND PROBABLY DESTROYED.  NC 24-27 HAS BEEN
 FA2387'WIDENED TO 4 LANES WITH A MEDIAN.
 FA2387
 FA2387                          STATION RECOVERY (2004)
 FA2387
 FA2387'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA2387'SEARCHED NW SIDE OF ALBEMARLE ROAD WITH MICRONTA 4004.  FOUND NCGS -
 FA2387'PINK - 2001 HERE.
 FA2387' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4895 ***********************************************************************
 FA4895  DESIGNATION -  CALDWELL
 FA4895  PID         -  FA4895
 FA4895  STATE/COUNTY-  NC/LINCOLN
 FA4895  USGS QUAD   -  DENVER (1993)
 FA4895
 FA4895                         *CURRENT SURVEY CONTROL
 FA4895  ___________________________________________________________________
 FA4895* NAD 83(2001)-  35 32 37.80065(N)    081 06 16.82457(W)     ADJUSTED  
 FA4895* NAVD 88     -       306.9    (meters)    1007.     (feet)  VERTCON   
 FA4895  ___________________________________________________________________
 FA4895  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 FA4895  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 FA4895  HORZ ORDER  -  SECOND
 FA4895
 FA4895.The horizontal coordinates were established by classical geodetic methods
 FA4895.and adjusted by the National Geodetic Survey in August 2005.
 FA4895
 FA4895.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4895
 FA4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4895
 FA4895.The geoid height was determined by GEOID03.
 FA4895
 FA4895;                    North         East     Units Scale Factor Converg.
 FA4895;SPC NC       -   201,013.959   418,785.412   MT  0.99988554   -1 12 53.1
 FA4895;SPC NC       -   659,493.30  1,373,965.14   sFT  0.99988554   -1 12 53.1
 FA4895;UTM  17      - 3,933,359.885   490,511.995   MT  0.99960111   -0 03 39.1
 FA4895
 FA4895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4895!SPC NC       -   0.99995678  x   0.99988554  =   0.99984232
 FA4895!UTM  17      -   0.99995678  x   0.99960111  =   0.99955791
 FA4895
 FA4895                          SUPERSEDED SURVEY CONTROL
 FA4895
 FA4895  NAD 83(1986)-  35 32 37.81283(N)    081 06 16.82965(W) AD(       ) 2
 FA4895  NGVD 29 (09/01/92)  307.2    (m)         1008.     (f) VERT ANG    3  
 FA4895
 FA4895.Superseded values are not recommended for survey control.
 FA4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4895.See file dsdata.txt to determine how the superseded data were derived.
 FA4895
 FA4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9051233360(NAD 83)
 FA4895_MARKER: DE = TRAVERSE STATION DISK
 FA4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4895_SP_SET: CONCRETE POST
 FA4895_STAMPING: CALDWELL 1983
 FA4895_MARK LOGO: NCGS  
 FA4895_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4895+STABILITY: SURFACE MOTION
 FA4895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4895+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 FA4895
 FA4895  HISTORY     - Date     Condition        Report By
 FA4895  HISTORY     - 1983     MONUMENTED       NCGS
 FA4895  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 FA4895  HISTORY     - 20010620 GOOD             USPSQD
 FA4895  HISTORY     - 20060422 MARK NOT FOUND   USPSQD
 FA4895
 FA4895                          STATION DESCRIPTION
 FA4895
 FA4895'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4895'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHEAST OF PUMPKIN CENTER
 FA4895'AND 15.9 KM (9.9 MI) NORTHEAST OF LINCOLNTON.
 FA4895'ALONG NC 150 FOR 4.3 KM (2.7 MI) NORTHEAST FROM SR 1349 (AT PUMPKIN
 FA4895'CENTER), IN THE LEFT SHOULDER, OR 0.9 KM (0.6 MI) SOUTHWEST OF SR
 FA4895'1368.
 FA4895'MARK IS RECESSSED 10 INCHES BELOW GROUND.  LOCATED 4.54 M (14.89 FT)
 FA4895'NORTH OF THE CENTERLINE OF NC 150, 15.42 M (50.59 FT) SOUTH-SOUTHWEST
 FA4895'OF THE SOUTH CORNER OF A YELLOW FRAME HOUSE, 13.78 M (45.21 FT)
 FA4895'SOUTHWEST OF THE CENTER OF THE TOP OF THE CONCRETE STEPS LEADING TO
 FA4895'THE HOUSE--AND 5.39 M (17.68 FT) SOUTH-SOUTHEAST OF A POWER POLE,
 FA4895'21.12 M (69.29 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER--BOTH
 FA4895'WITH REFERENCE TAGS.
 FA4895
 FA4895                          STATION RECOVERY (1995)
 FA4895
 FA4895'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4895'MARK NOT FOUND.
 FA4895
 FA4895                          STATION RECOVERY (2001)
 FA4895
 FA4895'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4895'MARKER WAS REPORTED NOT FOUND BY USPSQD IN 1995.  NO RMS VISIBLE HERE.
 FA4895' 
 FA4895
 FA4895                          STATION RECOVERY (2006)
 FA4895
 FA4895'RECOVERY NOTE BY US POWER SQUADRON 2006 (RSG)
 FA4895'NO YELLOW HOUSE. NO REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3823 ***********************************************************************
 FB3823  DESIGNATION -  CALDWELL
 FB3823  PID         -  FB3823
 FB3823  STATE/COUNTY-  NC/BUNCOMBE
 FB3823  USGS QUAD   -  LEICESTER (1990)
 FB3823
 FB3823                         *CURRENT SURVEY CONTROL
 FB3823  ___________________________________________________________________
 FB3823* NAD 83(2001)-  35 40 47.95022(N)    082 44 27.45409(W)     ADJUSTED  
 FB3823* NAVD 88     -       692.1    (meters)    2271.     (feet)  VERTCON   
 FB3823  ___________________________________________________________________
 FB3823  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 FB3823  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 FB3823  HORZ ORDER  -  SECOND
 FB3823
 FB3823.The horizontal coordinates were established by classical geodetic methods
 FB3823.and adjusted by the National Geodetic Survey in August 2005.
 FB3823
 FB3823.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3823
 FB3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3823
 FB3823.The geoid height was determined by GEOID03.
 FB3823
 FB3823;                    North         East     Units Scale Factor Converg.
 FB3823;SPC NC       -   220,475.534   271,058.925   MT  0.99990044   -2 09 33.0
 FB3823;SPC NC       -   723,343.48    889,299.16   sFT  0.99990044   -2 09 33.0
 FB3823;UTM  17      - 3,949,851.516   342,452.170   MT  0.99990587   -1 00 56.3
 FB3823
 FB3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3823!SPC NC       -   0.99989603  x   0.99990044  =   0.99979648
 FB3823!UTM  17      -   0.99989603  x   0.99990587  =   0.99980191
 FB3823
 FB3823                          SUPERSEDED SURVEY CONTROL
 FB3823
 FB3823  NAD 83(1995)-  35 40 47.95052(N)    082 44 27.45411(W) AD(       ) 2
 FB3823  NAD 83(1986)-  35 40 47.96064(N)    082 44 27.45586(W) AD(       ) 2
 FB3823  NGVD 29 (02/22/93)  692.2    (m)         2271.     (f) VERT ANG    3  
 FB3823
 FB3823.Superseded values are not recommended for survey control.
 FB3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3823.See file dsdata.txt to determine how the superseded data were derived.
 FB3823
 FB3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4245249852(NAD 83)
 FB3823_MARKER: DE = TRAVERSE STATION DISK
 FB3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3823_SP_SET: CONCRETE POST
 FB3823_STAMPING: CALDWELL 1984
 FB3823_MARK LOGO: NCGS  
 FB3823_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3823+STABILITY: SURFACE MOTION
 FB3823
 FB3823  HISTORY     - Date     Condition        Report By
 FB3823  HISTORY     - 1984     MONUMENTED       NCGS
 FB3823
 FB3823                          STATION DESCRIPTION
 FB3823
 FB3823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FB3823'THE STATION IS ABOUT 3.1 MILES NORTHWEST OF LEICESTER AND 11.9 MILES
 FB3823'WEST-NORTHWEST OF ASHEVILLE.
 FB3823'PROCEED ALONG NC 63 FROM INTERSECTION WITH SR 1620 (ALEXANDER RD) IN
 FB3823'LEICESTER FOR 3.55 MILES NORTHWEST TO GRAVEL DRIVE (0.5 MILES NORTH OF
 FB3823'SR 1389-TURKEY CREEK ROAD) LEADING TO CALDWELL RESIDENCE, THENCE WEST
 FB3823'ALONG DRIVE 0.1 MILE TO PASTURE ROAD AT BARN, THENCE SOUTH ALONG
 FB3823'PASTURE ROAD FOR 0.2 MILES TO METAL BARN, THENCE ALONG A WOODS ROAD
 FB3823'FOR 0.2 MILES TO RIDGE OPENING AND STATION APPROXIMATELY 100 FEET
 FB3823'NORTH OF OPENING.
 FB3823'THE STATION IS A STANDARD NCGS DISK STAMPED---CALDWELL 1984---, SET
 FB3823'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING
 FB3823'10 CM ABOVE GROUND.  LOCATED 3.72 METERS (12.2 FT) NORTHEAST FROM A 30
 FB3823'INCH WHITE OAK, 6.00 METERS (19.7 FT) EAST-NORTHEAST FROM A 26 INCH
 FB3823'WHITE OAK, 7.10 METERS (23.3 FT) EAST-SOUTHEAST FROM A 26 INCH WHITE
 FB3823'PINE, AND 9.85 METERS (32.3 FT) SOUTH FROM AN 18 INCH RED OAK--ALL
 FB3823'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2694 ***********************************************************************
 AB2694  DESIGNATION -  CALDWELL
 AB2694  PID         -  AB2694
 AB2694  STATE/COUNTY-  NC/HAYWOOD
 AB2694  USGS QUAD   -  CANTON (1990)
 AB2694
 AB2694                         *CURRENT SURVEY CONTROL
 AB2694  ___________________________________________________________________
 AB2694* NAD 83(2001)-  35 31 08.56941(N)    082 50 28.18082(W)     ADJUSTED  
 AB2694* NAVD 88     -       844.3    (meters)    2770.     (feet)  VERTCON   
 AB2694  ___________________________________________________________________
 AB2694  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AB2694  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AB2694  HORZ ORDER  -  SECOND
 AB2694
 AB2694.The horizontal coordinates were established by classical geodetic methods
 AB2694.and adjusted by the National Geodetic Survey in August 2005.
 AB2694
 AB2694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2694
 AB2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2694
 AB2694.The geoid height was determined by GEOID03.
 AB2694
 AB2694;                    North         East     Units Scale Factor Converg.
 AB2694;SPC NC       -   202,980.682   261,304.822   MT  0.99988344   -2 13 01.2
 AB2694;SPC NC       -   665,945.79    857,297.57   sFT  0.99988344   -2 13 01.2
 AB2694;UTM  17      - 3,932,164.612   333,049.381   MT  0.99994349   -1 04 11.7
 AB2694
 AB2694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2694!SPC NC       -   0.99987206  x   0.99988344  =   0.99975551
 AB2694!UTM  17      -   0.99987206  x   0.99994349  =   0.99981555
 AB2694
 AB2694                          SUPERSEDED SURVEY CONTROL
 AB2694
 AB2694  NAD 83(1995)-  35 31 08.56982(N)    082 50 28.18083(W) AD(       ) 2
 AB2694  NAD 83(1986)-  35 31 08.57684(N)    082 50 28.18053(W) AD(       ) 2
 AB2694  NGVD 29 (04/26/96)  844.3    (m)         2770.     (f) VERT ANG    3  
 AB2694
 AB2694.Superseded values are not recommended for survey control.
 AB2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2694.See file dsdata.txt to determine how the superseded data were derived.
 AB2694
 AB2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3304932165(NAD 83)
 AB2694_MARKER: DE = TRAVERSE STATION DISK
 AB2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2694_STAMPING: CALDWELL 1986
 AB2694_MARK LOGO: NCGS  
 AB2694_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2694+STABILITY: SURFACE MOTION
 AB2694
 AB2694  HISTORY     - Date     Condition        Report By
 AB2694  HISTORY     - 1986     MONUMENTED       NCGS
 AB2694
 AB2694                          STATION DESCRIPTION
 AB2694
 AB2694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AB2694'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH OF CANTON, ON KNOB
 AB2694'BEHIND PISGAH HIGH SCHOOL AT EAST SIDE OF CALDWELL HOUSE. MARK IS
 AB2694'FLUSH WITH GROUND. LOCATED 10.45 M (34.28 FT) WEST-NORTHWEST OF A
 AB2694'6-INCH YELLOW PINE, 15.79 M (51.80 FT) SOUTHEAST OF A 4-INCH MAPLE,
 AB2694'31.70 M (104.00 FT) EAST-NORTHEAST OF A 6-INCH MAPLE, 31.58 M (103.61
 AB2694'FT) EAST-SOUTHEAST FROM THE EAST END OF STONE WALL, AND 39.62 M
 AB2694'(129.99 FT) EAST OF THE SOUTHEAST CORNER OF FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3367 ***********************************************************************
 FA3367  DESIGNATION -  CALDWELL TANK
 FA3367  PID         -  FA3367
 FA3367  STATE/COUNTY-  NC/CALDWELL
 FA3367  USGS QUAD   -  DREXEL (1993)
 FA3367
 FA3367                         *CURRENT SURVEY CONTROL
 FA3367  ___________________________________________________________________
 FA3367* NAD 83(2001)-  35 51 19.01039(N)    081 30 09.12251(W)     ADJUSTED  
 FA3367* NAVD 88     -              **(meters)            **(feet)            
 FA3367  ___________________________________________________________________
 FA3367  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FA3367  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 FA3367  HORZ ORDER  -  THIRD
 FA3367
 FA3367.The horizontal coordinates were established by classical geodetic methods
 FA3367.and adjusted by the National Geodetic Survey in August 2005.
 FA3367
 FA3367
 FA3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3367
 FA3367.The geoid height was determined by GEOID03.
 FA3367
 FA3367;                    North         East     Units Scale Factor Converg.
 FA3367;SPC NC       -   236,392.840   383,592.216   MT  0.99992796   -1 26 39.8
 FA3367;SPC NC       -   775,565.51  1,258,502.13   sFT  0.99992796   -1 26 39.8
 FA3367;UTM  17      - 3,968,013.715   454,625.012   MT  0.99962537   -0 17 39.7
 FA3367
 FA3367                          SUPERSEDED SURVEY CONTROL
 FA3367
 FA3367  NAD 83(1995)-  35 51 19.01336(N)    081 30 09.13331(W) AD(       ) 4
 FA3367  NAD 83(1986)-  35 51 19.01869(N)    081 30 09.12751(W) AD(       ) 4
 FA3367  NAD 27      -  35 51 18.55345(N)    081 30 09.79608(W) AD(       ) 3
 FA3367
 FA3367.Superseded values are not recommended for survey control.
 FA3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3367.See file dsdata.txt to determine how the superseded data were derived.
 FA3367
 FA3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5462568014(NAD 83)
 FA3367_MARKER: 51 = TANK
 FA3367_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3367
 FA3367  HISTORY     - Date     Condition        Report By
 FA3367  HISTORY     - 1948     FIRST OBSERVED   USGS
 FA3367
 FA3367                          STATION DESCRIPTION
 FA3367
 FA3367'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG)
 FA3367'A BLACK STEEL TANK, WITH BOOSTER TANK, AT CALDWELL COTTON MILL PLANT
 FA3367'AT HUDSON, 0.7 MI NW. OF RR. STATION, AND 0.3 MI NW. OF U. S.
 FA3367'HIGHWAY 321.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7060 ***********************************************************************
 AE7060  DESIGNATION -  CALDWELL WDAV RADIO MAST
 AE7060  PID         -  AE7060
 AE7060  STATE/COUNTY-  NC/MECKLENBURG
 AE7060  USGS QUAD   -  CORNELIUS (1993)
 AE7060
 AE7060                         *CURRENT SURVEY CONTROL
 AE7060  ___________________________________________________________________
 AE7060* NAD 83(2001)-  35 26 54.88734(N)    080 50 23.11256(W)     ADJUSTED  
 AE7060* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 AE7060  ___________________________________________________________________
 AE7060  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AE7060  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 AE7060  HORZ ORDER  -  THIRD
 AE7060
 AE7060.The horizontal coordinates were established by classical geodetic methods
 AE7060.and adjusted by the National Geodetic Survey in August 2005.
 AE7060
 AE7060.The orthometric height was scaled from a topographic map.
 AE7060
 AE7060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7060
 AE7060.The geoid height was determined by GEOID03.
 AE7060
 AE7060;                    North         East     Units Scale Factor Converg.
 AE7060;SPC NC       -   189,971.474   442,605.054   MT  0.99987847   -1 03 42.7
 AE7060;SPC NC       -   623,264.74  1,452,113.41   sFT  0.99987847   -1 03 42.7
 AE7060;UTM  17      - 3,922,802.500   514,542.515   MT  0.99960261   +0 05 34.6
 AE7060
 AE7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7060!SPC NC       -   1.00000489  x   0.99987847  =   0.99988336
 AE7060!UTM  17      -   1.00000489  x   0.99960261  =   0.99960750
 AE7060
 AE7060                          SUPERSEDED SURVEY CONTROL
 AE7060
 AE7060  NAD 83(1986)-  35 26 54.90345(N)    080 50 23.11851(W) AD(       ) 4
 AE7060
 AE7060.Superseded values are not recommended for survey control.
 AE7060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7060.See file dsdata.txt to determine how the superseded data were derived.
 AE7060
 AE7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1454322803(NAD 83)
 AE7060_MARKER: 42 = RADIO/TV MAST
 AE7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7060+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 AE7060
 AE7060  HISTORY     - Date     Condition        Report By
 AE7060  HISTORY     - 1987     FIRST OBSERVED   NCGS
 AE7060  HISTORY     - 20060828 GOOD             NCDOT
 AE7060  HISTORY     - 20080611 GOOD             CASUIN
 AE7060
 AE7060                          STATION DESCRIPTION
 AE7060
 AE7060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE7060'STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) SOUTH OF CORNELIUS, 3.86 KM
 AE7060'(2.40 MI) NORTH OF HUNTERSVILLE. PROCEED ALONG NC 115 FOR 1.13 KM
 AE7060'(0.70 MI) NORTH FROM NC 73 NORTH OF HUNTERSVILLE, TO SR 2431 (CALDWELL
 AE7060'STATION ROAD), TURN RIGHT (EAST) AND CROSS RAILROAD TRACKS, THENCE
 AE7060'RIGHT, SOUTHEASTERLY ALONG DIRT ROAD FOR ABOUT 0.32 KM (0.20 MI) TO
 AE7060'STATION, WHICH IS A 3-LEGGED METAL MAST ABOUT 250 FEET TALL. POINT
 AE7060'INTERSECTED WAS LIGHT ON TOP.
 AE7060
 AE7060                          STATION RECOVERY (2006)
 AE7060
 AE7060'RECOVERY NOTE BY 
NC DOT 2006 (JIJ)
 AE7060'RECOVERED IN GOOD CONDITION.
 AE7060
 AE7060                          STATION RECOVERY (2008)
 AE7060
 AE7060'RECOVERY NOTE BY CAROLINA SURVERYORS INC 2008 (DTS)
 AE7060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG9537 ***********************************************************************
 DG9537  DESIGNATION -  CALEB
 DG9537  PID         -  DG9537
 DG9537  STATE/COUNTY-  NC/FORSYTH
 DG9537  USGS QUAD   -  WINSTON-SALEM WEST (1994)
 DG9537
 DG9537                         *CURRENT SURVEY CONTROL
 DG9537  ___________________________________________________________________
 DG9537* NAD 83(2007)-  36 05 33.47890(N)    080 21 59.46461(W)     ADJUSTED  
 DG9537* NAVD 88     -       241.2    (meters)     791.     (feet)  GPS OBS   
 DG9537  ___________________________________________________________________
 DG9537  EPOCH DATE  -        2002.00
 DG9537  X           -     863,519.592 (meters)                     COMP
 DG9537  Y           -  -5,087,352.898 (meters)                     COMP
 DG9537  Z           -   3,736,624.985 (meters)                     COMP
 DG9537  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 DG9537  ELLIP HEIGHT-         208.248 (meters)          (02/10/07) ADJUSTED
 DG9537  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DG9537
 DG9537  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9537  Type    PID    Designation                      North   East  Ellip
 DG9537  -------------------------------------------------------------------
 DG9537  NETWORK DG9537 CALEB                             0.69   0.67   1.65
 DG9537  -------------------------------------------------------------------
 DG9537
 DG9537.The horizontal coordinates were established by GPS observations
 DG9537.and adjusted by the National Geodetic Survey in February 2007.
 DG9537
 DG9537.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9537.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9537.The horizontal coordinates are valid at the epoch date displayed above.
 DG9537.The epoch date for horizontal control is a decimal equivalence
 DG9537.of Year/Month/Day.
 DG9537
 DG9537.The orthometric height was determined by GPS observations and a
 DG9537.high-resolution geoid model.
 DG9537
 DG9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9537
 DG9537.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9537
 DG9537.The ellipsoidal height was determined by GPS observations
 DG9537.and is referenced to NAD 83.
 DG9537
 DG9537.The geoid height was determined by GEOID03.
 DG9537
 DG9537;                    North         East     Units Scale Factor Converg.
 DG9537;SPC NC       -   260,725.952   486,541.502   MT  0.99998018   -0 47 19.4
 DG9537;SPC NC       -   855,398.39  1,596,261.58   sFT  0.99998018   -0 47 19.4
 DG9537;UTM  17      - 3,994,408.611   557,027.745   MT  0.99964007   +0 22 23.5
 DG9537
 DG9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9537!SPC NC       -   0.99996732  x   0.99998018  =   0.99994750
 DG9537!UTM  17      -   0.99996732  x   0.99964007  =   0.99960740
 DG9537
 DG9537                          SUPERSEDED SURVEY CONTROL
 DG9537
 DG9537  NAD 83(1986)-  36 05 33.48591(N)    080 21 59.47224(W) AD(       ) 1
 DG9537  NAD 83(2001)-  36 05 33.47847(N)    080 21 59.46484(W) AD(       ) 1
 DG9537  ELLIP H (03/29/05)  208.267  (m)                       GP(       ) 5 2
 DG9537
 DG9537.Superseded values are not recommended for survey control.
 DG9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9537.See file dsdata.txt to determine how the superseded data were derived.
 DG9537
 DG9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5702894409(NAD 83)
 DG9537_MARKER: DH = HORIZONTAL CONTROL DISK
 DG9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9537_STAMPING: CALEB 1994
 DG9537_MARK LOGO: NCGS  
 DG9537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9537+STABILITY: SURFACE MOTION
 DG9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9537+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG9537
 DG9537  HISTORY     - Date     Condition        Report By
 DG9537  HISTORY     - 1994     MONUMENTED       NCGS
 DG9537
 DG9537                          STATION DESCRIPTION
 DG9537
 DG9537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 DG9537'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF THE WINSTON-SALEM
 DG9537'COURTHOUSE AND 6.8 MI (10.9 KM) SOUTH OF SEWARD.  PROCEED ALONG 1140
 DG9537'(PEACE HAVEN ROAD) FOR 1.0 MI (1.6 KM) NORTH FROM THE OVERPASS OF US
 DG9537'421, THENCE WEST ALONG SR 1001 (COUNTRY CLUB ROAD) FOR 1.25 MI (2.01
 DG9537'KM) TO STATION ON NORTHEAST SIDE OF ROAD, OR 0.55 MI (0.89 KM)
 DG9537'SOUTHEAST OF SR 1103 (STYERS FERRY ROAD) .  MARK IS ABOUT 8 FEET (2.4
 DG9537'M) ABOVE ROAD AND FLUSH WITH THE GROUND. LOCATED 34.0 FT (10.4 M)
 DG9537'NORTHEAST OF THE CENTERLINE OF ROAD, 24.0 FT (7.3 M) WEST-SOUTHWEST OF
 DG9537'THE BASE OF GUY WIRE OF POLE 58-177, 3.5 FT (1.1 M) SOUTHEAST OF A
 DG9537'FIBERGLASS WITNESS POST--AND 16.0 FT (4.9 M) NORTHWEST OF A POWER
 DG9537'POLE, 19.5 FT (5.9 M) SOUTHWEST OF A 12-INCH POPLAR AND 41.5 FT (12.6
 DG9537'M) SOUTH-SOUTHEAST OF A 6-INCH TWIN DOGWOOD--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2479 ***********************************************************************
 FX2479  DESIGNATION -  CALEDONIA CT
 FX2479  PID         -  FX2479
 FX2479  STATE/COUNTY-  NC/HALIFAX
 FX2479  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX2479
 FX2479                         *CURRENT SURVEY CONTROL
 FX2479  ___________________________________________________________________
 FX2479* NAD 83(1986)-  36 18 16.     (N)    077 27 02.     (W)     SCALED    
 FX2479* NAVD 88     -        16.441  (meters)      53.94   (feet)  ADJUSTED  
 FX2479  ___________________________________________________________________
 FX2479  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 FX2479  DYNAMIC HT  -          16.428 (meters)      53.90  (feet)  COMP
 FX2479  MODELED GRAV-     979,841.5   (mgal)                       NAVD 88
 FX2479
 FX2479  VERT ORDER  -  SECOND    CLASS II
 FX2479
 FX2479.The horizontal coordinates were scaled from a topographic map and have
 FX2479.an estimated accuracy of +/- 6 seconds.
 FX2479
 FX2479.The orthometric height was determined by differential leveling
 FX2479.and adjusted in June 1991.
 FX2479
 FX2479.The geoid height was determined by GEOID03.
 FX2479
 FX2479.The dynamic height is computed by dividing the NAVD 88
 FX2479.geopotential number by the normal gravity value computed on the
 FX2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2479.degrees latitude (g = 980.6199 gals.).
 FX2479
 FX2479.The modeled gravity was interpolated from observed gravity values.
 FX2479
 FX2479;                    North         East    Units  Estimated Accuracy
 FX2479;SPC NC       -   284,470.      748,770.      MT  (+/- 180 meters Scaled)
 FX2479
 FX2479                          SUPERSEDED SURVEY CONTROL
 FX2479
 FX2479  NGVD 29 (??/??/92)   16.776  (m)           55.04   (f) ADJ UNCH    2 2
 FX2479
 FX2479.Superseded values are not recommended for survey control.
 FX2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2479.See file dsdata.txt to determine how the superseded data were derived.
 FX2479
 FX2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF799205(NAD 83)
 FX2479_MARKER: DD = SURVEY DISK
 FX2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2479_STAMPING: CALEDONIA CT 1974
 FX2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2479+STABILITY: SURFACE MOTION
 FX2479
 FX2479  HISTORY     - Date     Condition        Report By
 FX2479  HISTORY     - 1974     MONUMENTED       NCGS
 FX2479  HISTORY     - 1975     GOOD             NCGS
 FX2479
 FX2479                          STATION DESCRIPTION
 FX2479
 FX2479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 FX2479'4.0 MI NNE FROM TILLERY.
 FX2479'CALEDONIA CT IS LOCATED APPROXIMATELY 8.0 MILES EAST OF HALIFAX.  TO
 FX2479'REACH STATION FROM INTERSECTION OF NC 561 AND NC 481 IN TILLERY,
 FX2479'PROCEED NORTH ALONG NC 561 FOR 1.4 MILES TO SR 1141 LEADING NE TO
 FX2479'CALEDONIA STATE PRISON FARM, THENCE NE ALONG SR 1141 FOR 2.8 MILES TO
 FX2479'END, TURN LEFT AND CONTINUE NW ALONG PRISON FARM ROAD FOR 0.15 MILE TO
 FX2479'A DIRT ROAD LEADING NE TO SILOS AND SEWAGE DISPOSAL FACILITIES, TURN
 FX2479'RIGHT AND PROCEED 0.2 MILE TO STATION ON LEFT NEAR SILOS.  67.1 FT.
 FX2479'ESE OF C/L OF DIRT ROAD TO SILOS AND EQUIPMENT SHEDS, 19.2 FT. NNE OF
 FX2479'C/L OF DRIVEWAY TO A GRAIN LOADING SHELTER, 2.1 FT. NW OF WITNESS
 FX2479'POST, 18.0 FT. SOUTH OF 2 SWITCH BOXES ON METAL RACK, AND 35.5 FT. NNE
 FX2479'OF MIDDLE OF GRAIN DRYING BLOWER.  DISK IS SET IN TOP OF CONCRETE
 FX2479'POST, 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4183 ***********************************************************************
 FX4183  DESIGNATION -  CALEDONIA PRISON FARM TANK
 FX4183  PID         -  FX4183
 FX4183  STATE/COUNTY-  NC/HALIFAX
 FX4183  USGS QUAD   -  BOONES CROSSROADS (1974)
 FX4183
 FX4183                         *CURRENT SURVEY CONTROL
 FX4183  ___________________________________________________________________
 FX4183* NAD 83(2001)-  36 18 06.24871(N)    077 27 16.15435(W)     ADJUSTED  
 FX4183* NAVD 88     -              **(meters)            **(feet)            
 FX4183  ___________________________________________________________________
 FX4183  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FX4183  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 FX4183  HORZ ORDER  -  THIRD
 FX4183
 FX4183.The horizontal coordinates were established by classical geodetic methods
 FX4183.and adjusted by the National Geodetic Survey in August 2005.
 FX4183
 FX4183
 FX4183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4183
 FX4183.The geoid height was determined by GEOID03.
 FX4183
 FX4183;                    North         East     Units Scale Factor Converg.
 FX4183;SPC NC       -   284,162.369   748,417.589   MT  1.00004050   +0 53 31.3
 FX4183;SPC NC       -   932,289.37  2,455,433.37   sFT  1.00004050   +0 53 31.3
 FX4183;UTM  18      - 4,020,212.007   279,608.332   MT  1.00019850   -1 27 13.4
 FX4183
 FX4183                          SUPERSEDED SURVEY CONTROL
 FX4183
 FX4183  NAD 83(1993)-  36 18 06.25596(N)    077 27 16.15607(W) AD(       ) 4
 FX4183  NAD 83(1986)-  36 18 06.25780(N)    077 27 16.16407(W) AD(       ) 4
 FX4183  NAD 27      -  36 18 05.70200(N)    077 27 17.26400(W) AD(       ) 3
 FX4183
 FX4183.Superseded values are not recommended for survey control.
 FX4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4183.See file dsdata.txt to determine how the superseded data were derived.
 FX4183
 FX4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF7960820212(NAD 83)
 FX4183_MARKER: 53 = ELEVATED TANK
 FX4183
 FX4183  HISTORY     - Date     Condition        Report By
 FX4183  HISTORY     - 1958     FIRST OBSERVED   CGS
 FX4183  HISTORY     - 1985     GOOD             USPSQD
 FX4183
 FX4183                          STATION DESCRIPTION
 FX4183
 FX4183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 FX4183'THE STATION IS THE WATER TANK, ABOUT 9.0 MILES SOUTHEAST OF HALIFAX,
 FX4183'4.0 MILES NORTHEAST OF TILLERY AND 3.0 MILES EAST OF STATE
 FX4183'HIGHWAY 125, AT THE CALEDONIA PRISON FARM.  IT IS AN ELEVATED STEEL
 FX4183'STRUCTURE, SILVER COLOR, SUPPORTED BY 4 LEGS AND IS APPROXIMATELY
 FX4183'75 FEET HIGH.  THE BALL ON TANK WAS POINT LOCATED.
 FX4183
 FX4183                          STATION RECOVERY (1985)
 FX4183
 FX4183'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FX4183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1246 ***********************************************************************
 EY1246  DESIGNATION -  CALES
 EY1246  PID         -  EY1246
 EY1246  STATE/COUNTY-  NC/WILSON
 EY1246  USGS QUAD   -  PINETOPS (1980)
 EY1246
 EY1246                         *CURRENT SURVEY CONTROL
 EY1246  ___________________________________________________________________
 EY1246* NAD 83(2001)-  35 45 33.59440(N)    077 44 44.42506(W)     ADJUSTED  
 EY1246* NAVD 88     -        29.341  (meters)      96.26   (feet)  ADJUSTED  
 EY1246  ___________________________________________________________________
 EY1246  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 EY1246  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 EY1246  DYNAMIC HT  -          29.315 (meters)      96.18  (feet)  COMP
 EY1246  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 EY1246
 EY1246  HORZ ORDER  -  SECOND
 EY1246  VERT ORDER  -  SECOND    CLASS I
 EY1246
 EY1246.The horizontal coordinates were established by classical geodetic methods
 EY1246.and adjusted by the National Geodetic Survey in August 2005.
 EY1246
 EY1246.The orthometric height was determined by differential leveling
 EY1246.and adjusted in June 1991.
 EY1246
 EY1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1246
 EY1246.The geoid height was determined by GEOID03.
 EY1246
 EY1246.The dynamic height is computed by dividing the NAVD 88
 EY1246.geopotential number by the normal gravity value computed on the
 EY1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1246.degrees latitude (g = 980.6199 gals.).
 EY1246
 EY1246.The modeled gravity was interpolated from observed gravity values.
 EY1246
 EY1246;                    North         East     Units Scale Factor Converg.
 EY1246;SPC NC       -   223,615.321   723,025.507   MT  0.99991174   +0 43 26.3
 EY1246;SPC NC       -   733,644.60  2,372,126.18   sFT  0.99991174   +0 43 26.3
 EY1246;UTM  18      - 3,960,732.817   251,758.896   MT  1.00035943   -1 36 19.2
 EY1246
 EY1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1246!SPC NC       -   1.00000092  x   0.99991174  =   0.99991266
 EY1246!UTM  18      -   1.00000092  x   1.00035943  =   1.00036035
 EY1246
 EY1246:                Primary Azimuth Mark                     Grid Az
 EY1246:SPC NC       -  PEDESTAL                                 052 25 42.9
 EY1246:UTM  18      -  PEDESTAL                                 054 45 28.4
 EY1246
 EY1246|---------------------------------------------------------------------|
 EY1246| PID    Reference Object                     Distance      Geod. Az  |
 EY1246|                                                           dddmmss.s |
 EY1246| EY1245 PEDESTAL                            APPROX. 0.6 KM 0530909.2 |
 EY1246| EY1247 BRIDGERS                            476.022 METERS 2383501.5 |
 EY1246|---------------------------------------------------------------------|
 EY1246
 EY1246                          SUPERSEDED SURVEY CONTROL
 EY1246
 EY1246  NAD 83(1986)-  35 45 33.60290(N)    077 44 44.43318(W) AD(       ) 2
 EY1246  NAD 27      -  35 45 33.03518(N)    077 44 45.51615(W) AD(       ) 2
 EY1246  NGVD 29 (??/??/92)   29.668  (m)           97.34   (f) ADJ UNCH    2 1
 EY1246
 EY1246.Superseded values are not recommended for survey control.
 EY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1246.See file dsdata.txt to determine how the superseded data were derived.
 EY1246
 EY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE5175960733(NAD 83)
 EY1246_MARKER: DD = SURVEY DISK
 EY1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1246_STAMPING: CALES 1975
 EY1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1246+STABILITY: SURFACE MOTION
 EY1246
 EY1246  HISTORY     - Date     Condition        Report By
 EY1246  HISTORY     - 1975     MONUMENTED       NCGS
 EY1246  HISTORY     - 1976     GOOD             NCGS
 EY1246  HISTORY     - 1987     GOOD             USPSQD
 EY1246
 EY1246                          STATION DESCRIPTION
 EY1246
 EY1246'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1246'CALES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EY1246'THE VICINITY OF MACCLESFIELD (EDGECOMBE COUNTY), NORTH CAROLINA.
 EY1246'
 EY1246'CALES IS LOCATED APPROXIMATELY 4.2 MILES WEST OF MACCLESFIELD,
 EY1246'AND 9.7 MILES EAST OF WILSON.  TO REACH STATION FROM THE NC 42
 EY1246'OVERPASS OF U.S. 301 AT NE EDGE OF WILSON, PROCEED EASTERLY ALONG
 EY1246'NC 42 FOR 8.05 MILES TO STATION ON RIGHT, NEAR A PROPERTY IRON
 EY1246'BETWEEN WILLIAM CALES RESIDENCE AND CALES CONSTRUCTION COMPANY
 EY1246'GARAGE, AND 0.4 MILE NE OF BRIDGERSVILLE CROSSROADS.
 EY1246'
 EY1246'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1246'CALES 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1246'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY1246'
 EY1246'MARK IS 29.9 FT SSE OF C/L OF NC 42
 EY1246'
 EY1246'105.9 FT WSW OF C/L OF CONCRETE DRIVEWAY TO CALES RESIDENCE
 EY1246'
 EY1246'120.0 FT ENE OF C/L OF DIRT DRIVEWAY LEADING TO CONSTRUCTION
 EY1246'COMPANY GARAGE
 EY1246'
 EY1246'2.4 FT NW OF PROPERTY IRON
 EY1246'
 EY1246'148.5 FT W OF NORTHWESTERNMOST CORNER OF CALES RESIDENCE
 EY1246'
 EY1246'145.0 FT NNE OF SERVICE POLE WITH ALUMINUM REF. TAG
 EY1246
 EY1246                          STATION RECOVERY (1976)
 EY1246
 EY1246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1246'4.2 MI W FROM MACCLESFIELD.
 EY1246'CALES IS LOCATED APPROXIMATELY 9.7 MILES EAST OF WILSON.  TO REACH
 EY1246'STATION FROM THE NC 42 OVERPASS OF US 301 AT NORTHEAST EDGE OF WILSON,
 EY1246'PROCEED EASTERLY ALONG NC 42 FOR 8.05 MILES TO STATION ON RIGHT, NEAR
 EY1246'A PROPERTY IRON BETWEEN WILLIAM CALES RESIDENCE AND CALES CONSTRUCTION
 EY1246'COMPANY GARAGE, AND 0.4 MILE NORTHEAST OF BRIDGERSVILLE CROSSROADS.
 EY1246'29.9 FT. SSE OF C/L OF NC 42, 105.9 FT. WSW OF C/L OF CONCRETE
 EY1246'DRIVEWAY TO CALES RESIDENCE, 120.0 FT. ENE OF C/L OF DIRT DRIVEWAY
 EY1246'LEADING TO CONSTRUCTION COMPANY GARAGE, 2.4 FT. NW OF PROPERTY IRON,
 EY1246'148.5 FT. W OF NORTHWESTERNMOST CORNER OF CALES RESIDENCE, AND 145.0
 EY1246'FT. NNE OF SERVICE POLE WITH ALUMINUM REF. TAG. DISK IS SET IN
 EY1246'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
 EY1246
 EY1246                          STATION RECOVERY (1987)
 EY1246
 EY1246'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB)
 EY1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2282 ***********************************************************************
 EY2282  DESIGNATION -  CALF
 EY2282  PID         -  EY2282
 EY2282  STATE/COUNTY-  NC/BEAUFORT
 EY2282  USGS QUAD   -  HACKNEY (1983)
 EY2282
 EY2282                         *CURRENT SURVEY CONTROL
 EY2282  ___________________________________________________________________
 EY2282* NAD 83(2001)-  35 29 14.27577(N)    077 01 17.90914(W)     ADJUSTED  
 EY2282* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 EY2282  ___________________________________________________________________
 EY2282  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 EY2282  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 EY2282  HORZ ORDER  -  THIRD
 EY2282
 EY2282.The horizontal coordinates were established by classical geodetic methods
 EY2282.and adjusted by the National Geodetic Survey in August 2005.
 EY2282
 EY2282.The orthometric height was scaled from a topographic map.
 EY2282
 EY2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2282
 EY2282.The geoid height was determined by GEOID03.
 EY2282
 EY2282;                    North         East     Units Scale Factor Converg.
 EY2282;SPC NC       -   194,507.895   789,091.498   MT  0.99988101   +1 08 30.7
 EY2282;SPC NC       -   638,147.99  2,588,877.69   sFT  0.99988101   +1 08 30.7
 EY2282;UTM  18      - 3,928,963.509   316,609.702   MT  1.00001447   -1 10 26.2
 EY2282
 EY2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2282!SPC NC       -   1.00000535  x   0.99988101  =   0.99988636
 EY2282!UTM  18      -   1.00000535  x   1.00001447  =   1.00001982
 EY2282
 EY2282:                Primary Azimuth Mark                     Grid Az
 EY2282:SPC NC       -  FORK POINT LIGHT                         075 48 58.7
 EY2282:UTM  18      -  FORK POINT LIGHT                         078 07 55.6
 EY2282
 EY2282|---------------------------------------------------------------------|
 EY2282| PID    Reference Object                     Distance      Geod. Az  |
 EY2282|                                                           dddmmss.s |
 EY2282| EY2286 FORK POINT LIGHT                    APPROX. 1.7 KM 0765729.4 |
 EY2282| EY4420 CALF RM 1                            15.260 METERS 23152     |
 EY2282| EY2289 RICE                                APPROX. 1.7 KM 3054825.1 |
 EY2282|---------------------------------------------------------------------|
 EY2282
 EY2282                          SUPERSEDED SURVEY CONTROL
 EY2282
 EY2282  NAD 83(1986)-  35 29 14.30243(N)    077 01 17.88097(W) AD(       ) 3
 EY2282  NAD 27      -  35 29 13.71600(N)    077 01 19.06200(W) AD(       ) 3
 EY2282
 EY2282.Superseded values are not recommended for survey control.
 EY2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2282.See file dsdata.txt to determine how the superseded data were derived.
 EY2282
 EY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1661028964(NAD 83)
 EY2282_MARKER: DS = TRIANGULATION STATION DISK
 EY2282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY2282_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EY2282
 EY2282  HISTORY     - Date     Condition        Report By
 EY2282  HISTORY     - 1935     MONUMENTED       CGS
 EY2282  HISTORY     - 1949     GOOD             CGS
 EY2282  HISTORY     - 1967     GOOD             USE
 EY2282
 EY2282                          STATION DESCRIPTION
 EY2282
 EY2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JAB)
 EY2282'THIS STATION IS ON THE S SIDE OF CHOCOWINITY BAY AT THE MOUTH
 EY2282'OF THE BAY ON THE POINT OF FAST LAND JUST NW OF CALF CREEK, 1
 EY2282'FOOT ABOVE HIGH WATER.  STATION IS 41.5 METERS, 100 DEG
 EY2282'MAGNETIC, FROM POINT OF MARSH GRASS.  2.6 METERS, 43 DEG
 EY2282'MAGNETIC, FROM NEAREST HIGH-WATER LINE.  14 METERS, 43 DEG
 EY2282'MAGNETIC, FROM EDGE OF MARSH GRASS.  8.15 METERS, 292 DEG
 EY2282'30 MIN MAGNETIC, FROM BLAZE (3 NAILS) IN 8-INCH 30-FOOT PINE
 EY2282'TREE.  12.7 METERS, 195 DEG 30 MIN MAGNETIC, FROM TRIANGULAR
 EY2282'BLAZE (3 NAILS) IN 18-INCH 40-FOOT OAK TREE.
 EY2282'
 EY2282'STATION IS MARKED BY A STANDARD DISK SET IN THE CEMENT FILLING
 EY2282'OF AN 8-INCH TILE, 36 INCHES LONG, WHICH IS SET OVER A
 EY2282'WOODEN POST DRIVEN INTO THE MARSH, MARK PROJECTING 6 INCHES.
 EY2282'
 EY2282'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN
 EY2282'8- BY 30-INCH TILE PROJECTING 5 INCHES.
 EY2282
 EY2282                          STATION RECOVERY (1949)
 EY2282
 EY2282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY2282'STATION RECOVERED IN GOOD CONDITION.  DISTANCE TO REFERENCE
 EY2282'MARK MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 EY2282'
 EY2282'ORIGINAL DESCRIPTION INADEQUATE.  A NEW DESCRIPTION FOLLOWS--
 EY2282'
 EY2282'STATION IS ON THE S SIDE OF CHOCOWINITY BAY, AT THE MOUTH
 EY2282'OF THE BAY, ABOUT 94 FEET NW OF CALF CREEK.  IT IS 34.0 FEET
 EY2282'SW OF A POINT OF MARSH, 26.6 FEET E OF A BLAZED 16-INCH PINE
 EY2282'TREE, 42.0 FEET N OF A BLAZED 18-INCH OAK TREE.
 EY2282'
 EY2282'STATION MARK IS A BRONZE STATION DISK, STAMPED CALF 1935,
 EY2282'SET IN AN 8-INCH CONCRETE-FILLED TILE, AND PROJECTING 8 INCHES
 EY2282'ABOVE GROUND.
 EY2282'
 EY2282'REFERENCE MARK IS SW OF THE STATION, 7.6 FEET SE OF A BLAZED
 EY2282'6-INCH CYPRESS TREE, AND 22 FEET W OF A BLAZED 18-INCH OAK
 EY2282'TREE.  IT IS A BRONZE REFERENCE DISK, STAMPED CALF NO 1 1935,
 EY2282'AND SET IN THE TOP OF AN 8-INCH CONCRETE-FILLED TILE PROJECTING
 EY2282'4 INCHES ABOVE THE GROUND.
 EY2282
 EY2282                          STATION RECOVERY (1967)
 EY2282
 EY2282'RECOVERY NOTE BY US ENGINEERS 1967
 EY2282'STATION IS THE CENTER OF A STANDARD USC AND GS BRONZE DISK
 EY2282'STAMPED CALF 1935 SET IN AN 8 IN CONCRETE FILLED TILE
 EY2282'PROJECTING 8 IN ABOVE GROUND.
 EY2282'
 EY2282'STATION IS LOCATED 127 FT W OF THE MOUTH OF COW CREEK
 EY2282'AT AN AZIMUTH OF 90 DEG, 8 FT S OF WATERS EDGE AT AN AZIMUTH
 EY2282'OF 03 DEG AND 26.6 FT E OF A 16 IN BLAZED PINE TREE.
 EY2282'
 EY2282'TO REACH FROM CHOCOWINITY PROCEED 2.2 MILES ON HIGHWAY 33
 EY2282'E TO BEACHWOOD TRAILER PARK AND DIRT ROAD LEADING N.  PROCEED
 EY2282'1.5 MILES TO END OF ROAD, SWAMP, AND STATION SITE.
 EY2282'
 EY2282'R.M. 1 IS 50 FT SW OF THE STATION AT AN AZIMUTH OF 237
 EY2282'DEG.  IT IS STAMPED CALF 1 1935, AND IS SET IN THE TOP OF
 EY2282'AN 8 IN CONCRETE FILLED TILE PROJECTING 4 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3824 ***********************************************************************
 FB3824  CBN         -  This is a Cooperative Base Network Control Station.
 FB3824  DESIGNATION -  CALGUARY
 FB3824  PID         -  FB3824
 FB3824  STATE/COUNTY-  NC/MADISON
 FB3824  USGS QUAD   -  MARSHALL (1990)
 FB3824
 FB3824                         *CURRENT SURVEY CONTROL
 FB3824  ___________________________________________________________________
 FB3824* NAD 83(2007)-  35 48 13.11928(N)    082 39 33.61639(W)     ADJUSTED  
 FB3824* NAVD 88     -       592.902  (meters)    1945.21   (feet)  ADJUSTED  
 FB3824  ___________________________________________________________________
 FB3824  EPOCH DATE  -        2002.00
 FB3824  X           -     661,742.646 (meters)                     COMP
 FB3824  Y           -  -5,136,782.177 (meters)                     COMP
 FB3824  Z           -   3,710,872.853 (meters)                     COMP
 FB3824  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FB3824  ELLIP HEIGHT-         562.736 (meters)          (02/10/07) ADJUSTED
 FB3824  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 FB3824  DYNAMIC HT  -         592.311 (meters)    1943.27  (feet)  COMP
 FB3824
 FB3824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3824  Type    PID    Designation                      North   East  Ellip
 FB3824  -------------------------------------------------------------------
 FB3824  NETWORK FB3824 CALGUARY                          0.37   0.35   1.12
 FB3824  -------------------------------------------------------------------
 FB3824  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 FB3824
 FB3824  VERT ORDER  -  SECOND    CLASS II
 FB3824
 FB3824.The horizontal coordinates were established by GPS observations
 FB3824.and adjusted by the National Geodetic Survey in February 2007.
 FB3824
 FB3824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3824.The horizontal coordinates are valid at the epoch date displayed above.
 FB3824.The epoch date for horizontal control is a decimal equivalence
 FB3824.of Year/Month/Day.
 FB3824
 FB3824.The orthometric height was determined by differential leveling
 FB3824.and adjusted in January 2005.
 FB3824.No vertical observational check was made to the station.
 FB3824.WARNING-GPS observations at this control monument resulted in a GPS
 FB3824.derived orthometric height which differed from the leveled height by
 FB3824.more than one decimeter (0.1 meter).
 FB3824
 FB3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3824
 FB3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3824
 FB3824.The ellipsoidal height was determined by GPS observations
 FB3824.and is referenced to NAD 83.
 FB3824
 FB3824.The geoid height was determined by GEOID03.
 FB3824
 FB3824.The dynamic height is computed by dividing the NAVD 88
 FB3824.geopotential number by the normal gravity value computed on the
 FB3824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB3824.degrees latitude (g = 980.6199 gals.).
 FB3824
 FB3824.The modeled gravity was interpolated from observed gravity values.
 FB3824
 FB3824;                    North         East     Units Scale Factor Converg.
 FB3824;SPC NC       -   233,910.034   278,947.584   MT  0.99991888   -2 06 43.4
 FB3824;SPC NC       -   767,419.84    915,180.53   sFT  0.99991888   -2 06 43.4
 FB3824;UTM  17      - 3,963,440.370   350,071.296   MT  0.99987699   -0 58 15.3
 FB3824
 FB3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3824!SPC NC       -   0.99991168  x   0.99991888  =   0.99983057
 FB3824!UTM  17      -   0.99991168  x   0.99987699  =   0.99978869
 FB3824
 FB3824                          SUPERSEDED SURVEY CONTROL
 FB3824
 FB3824  NAD 83(2001)-  35 48 13.11946(N)    082 39 33.61636(W) AD(       ) B
 FB3824  ELLIP H (01/30/03)  562.743  (m)                       GP(       ) 4 2
 FB3824  NAD 83(1995)-  35 48 13.11953(N)    082 39 33.61619(W) AD(       ) B
 FB3824  ELLIP H (09/11/96)  562.729  (m)                       GP(       ) 4 1
 FB3824  NAD 83(1986)-  35 48 13.13169(N)    082 39 33.61837(W) AD(       ) 1
 FB3824  NAD 83(1986)-  35 48 13.13170(N)    082 39 33.61837(W) AD(       ) 2
 FB3824  NAVD 88 (10/18/04)  592.90   (m)         1945.2    (f) LEVELING    3  
 FB3824  NGVD 29 (02/22/93)  593.1    (m)         1946.     (f) H LEVEL     3  
 FB3824
 FB3824.Superseded values are not recommended for survey control.
 FB3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3824.See file dsdata.txt to determine how the superseded data were derived.
 FB3824
 FB3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5007163440(NAD 83)
 FB3824_MARKER: DE = TRAVERSE STATION DISK
 FB3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3824_SP_SET: CONCRETE POST
 FB3824_STAMPING: CALGUARY 1982
 FB3824_MARK LOGO: NCGS  
 FB3824_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3824+STABILITY: SURFACE MOTION
 FB3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3824+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 FB3824
 FB3824  HISTORY     - Date     Condition        Report By
 FB3824  HISTORY     - 1982     MONUMENTED       NCGS
 FB3824  HISTORY     - 19920609 GOOD             NCGS
 FB3824  HISTORY     - 19950124 GOOD             NCGS
 FB3824  HISTORY     - 19950124 GOOD             NCGS
 FB3824  HISTORY     - 20040112 GOOD             NCGS
 FB3824  HISTORY     - 20040607 GOOD             NCGS
 FB3824
 FB3824                          STATION DESCRIPTION
 FB3824
 FB3824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3824'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) EAST-NORTHEAST OF
 FB3824'MARSHALL AND 10.5 KM (6.5 MI) WEST-SOUTHWEST OF MARS HILL.
 FB3824'IN THE NORTHEAST QUADRANT OF THE US 25-70 AND NC 213 INTERSECTION, OR
 FB3824'0.2 KM (0.1 MI) NORTHWEST OF THE CENTER OF THE BRIDGE OVER NC 213, IN
 FB3824'A GRASSY MEDIAN.
 FB3824'THE STATION IS A STANDARD NCGS DISK STAMPED---CALGUARY 1982---, SET
 FB3824'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5
 FB3824'CM BELOW GROUND.  LOCATED 6.9 METERS (22.5 FT) NORTH-NORTHEAST OF THE
 FB3824'CENTERLINE OF US 25-70, 13.3 METERS (43.5 FT) EAST-SOUTHEAST OF A
 FB3824'METAL ROAD SIGN, 17.5 METERS (57.3 FT) EAST-SOUTHEAST OF THE NORTH END
 FB3824'OF THE GRASS MEDIAN, 35.7 METERS (117.0 FT) NORTHWEST OF A METAL ROAD
 FB3824'SIGN, AND 38.9 METERS (127.5 FT) NORTHWEST OF THE SOUTHEND OF THE
 FB3824'GRASS MEDIAN.
 FB3824
 FB3824                          STATION RECOVERY (1992)
 FB3824
 FB3824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3824'RECOVERED AS DESCRIBED.
 FB3824
 FB3824                          STATION RECOVERY (1995)
 FB3824
 FB3824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB3824'RECOVERED AS DESCRIBED.
 FB3824
 FB3824                          STATION RECOVERY (1995)
 FB3824
 FB3824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 FB3824'RECOVERED AS DESCRIBED.
 FB3824
 FB3824                          STATION RECOVERY (2004)
 FB3824
 FB3824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB3824'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ROAD HAS BEEN
 FB3824'WIDENED AND THE INTERSECTION HAS BEEN CHANGED, NEW REFERENCES TO THE
 FB3824'STATION ARE INCLUDED. THE STATION IS NOW ABOUT 20-INCHES BELOW GROUND
 FB3824'AND ACCESSED THROUGH A 12-INCH STEEL PIPE PLACED OVER TOP OF MARK.
 FB3824'THE STATION IS IN THE GRASS TRAFFIC ISLAND AT THE INTERSECTION OF US
 FB3824'HIGHWAY 25-70 AND NC HIGHWAY 213, ABOUT 91.4 M (299.9 FT) NORTHWEST OF
 FB3824'THE US HIGHWAY 25-70 BRIDGE OVER NC HIGHWAY 213. MARK IS ABOUT 0.3 M
 FB3824'(1.0 FT) HIGHER THAN US HIGHWAY 25-70 AND RECESSED 50.0 CM BELOW THE
 FB3824'GROUND.  THE STATION IS 13.9 M (45.6 FT) NORTHEAST OF THE CENTERLINE
 FB3824'OF US HIGHWAY 25-70, 16.2 M (53.1 FT) EAST-SOUTHEAST OF THE NORTHWEST
 FB3824'CORNER OF THE TRIANGULAR GRASS TRAFFIC ISLAND, 21.1 M (69.2 FT)
 FB3824'SOUTHWEST OF THE NORTHEAST CORNER OF THE TRIANGULAR GRASS TRAFFIC
 FB3824'ISLAND, AND 32.0 M (105.0 FT) NORTHWEST OF THE SOUTH CORNER OF THE
 FB3824'TRIANGULAR GRASS TRAFFIC ISLAND.
 FB3824
 FB3824                          STATION RECOVERY (2004)
 FB3824
 FB3824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 FB3824'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2026 ***********************************************************************
 EY2026  DESIGNATION -  CALICO
 EY2026  PID         -  EY2026
 EY2026  STATE/COUNTY-  NC/PITT
 EY2026  USGS QUAD   -  GARDNERVILLE (1983)
 EY2026
 EY2026                         *CURRENT SURVEY CONTROL
 EY2026  ___________________________________________________________________
 EY2026* NAD 83(2001)-  35 25 01.07036(N)    077 15 19.30002(W)     ADJUSTED  
 EY2026* NAVD 88     -        12.227  (meters)      40.11   (feet)  ADJUSTED  
 EY2026  ___________________________________________________________________
 EY2026  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 EY2026  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 EY2026  DYNAMIC HT  -          12.216 (meters)      40.08  (feet)  COMP
 EY2026  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 EY2026
 EY2026  HORZ ORDER  -  SECOND
 EY2026  VERT ORDER  -  SECOND    CLASS II
 EY2026
 EY2026.The horizontal coordinates were established by classical geodetic methods
 EY2026.and adjusted by the National Geodetic Survey in August 2005.
 EY2026
 EY2026.The orthometric height was determined by differential leveling
 EY2026.and adjusted in June 1991.
 EY2026
 EY2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2026
 EY2026.The geoid height was determined by GEOID03.
 EY2026
 EY2026.The dynamic height is computed by dividing the NAVD 88
 EY2026.geopotential number by the normal gravity value computed on the
 EY2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2026.degrees latitude (g = 980.6199 gals.).
 EY2026
 EY2026.The modeled gravity was interpolated from observed gravity values.
 EY2026
 EY2026;                    North         East     Units Scale Factor Converg.
 EY2026;SPC NC       -   186,308.846   768,026.293   MT  0.99987673   +1 00 25.0
 EY2026;SPC NC       -   611,248.27  2,519,766.26   sFT  0.99987673   +1 00 25.0
 EY2026;UTM  18      - 3,921,620.737   295,226.508   MT  1.00011678   -1 18 27.0
 EY2026
 EY2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2026!SPC NC       -   1.00000381  x   0.99987673  =   0.99988054
 EY2026!UTM  18      -   1.00000381  x   1.00011678  =   1.00012059
 EY2026
 EY2026                          SUPERSEDED SURVEY CONTROL
 EY2026
 EY2026  NAD 83(1986)-  35 25 01.08107(N)    077 15 19.30874(W) AD(       ) 2
 EY2026  NGVD 29 (10/26/90)   12.56   (m)           41.2    (f) LEVELING    3  
 EY2026
 EY2026.Superseded values are not recommended for survey control.
 EY2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2026.See file dsdata.txt to determine how the superseded data were derived.
 EY2026
 EY2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9522721621(NAD 83)
 EY2026_MARKER: DE = TRAVERSE STATION DISK
 EY2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2026_SP_SET: CONCRETE POST
 EY2026_STAMPING: CALICO 1979
 EY2026_MARK LOGO: NCGS  
 EY2026_PROJECTION: FLUSH
 EY2026_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2026+STABILITY: SURFACE MOTION
 EY2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2026+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 EY2026
 EY2026  HISTORY     - Date     Condition        Report By
 EY2026  HISTORY     - 1979     MONUMENTED       NCGS
 EY2026  HISTORY     - 1982     GOOD             NCGS
 EY2026  HISTORY     - 1988     GOOD             USPSQD
 EY2026  HISTORY     - 1989     GOOD             USPSQD
 EY2026  HISTORY     - 1989     GOOD             USPSQD
 EY2026  HISTORY     - 19890715 GOOD             USPSQD
 EY2026  HISTORY     - 20040314 GOOD             USPSQD
 EY2026
 EY2026                          STATION DESCRIPTION
 EY2026
 EY2026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY2026'THE STATION IS LOCATED IN CALICO APPROXIMATELY 9.8 MILES
 EY2026'EAST-SOUTHEAST OF AYDEN.
 EY2026'
 EY2026'TO REACH STATION FROM INTERSECTION OF NC 43 WITH NC 102 IN CALICO,
 EY2026'PROCEED SOUTHEAST ALONG NC 43 FOR 0.15 MILE TO STATION IN THE RIGHT
 EY2026'SHOULDER.
 EY2026'
 EY2026'STATION MARK IS A STANDARD DISK STAMPED---CALICO 1979---SET IN TOP OF
 EY2026'A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE.
 EY2026'THE MARK IS 19.3 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 43 AND 74.0
 EY2026'FEET WEST OF POWER POLE, 54.5 FEET SOUTH-SOUTHEAST OF VANCEBORO NEW
 EY2026'BERN SIGN POST, 23.1 FEET EAST OF 12 INCH GUM, 30.2 FEET
 EY2026'NORTH-NORTHEAST OF 8 INCH GUM AND 70.4 FEET NORTH-NORTHWEST OF 18 INCH
 EY2026'PINE ALL WITH REFERENCE TAGS.
 EY2026
 EY2026                          STATION RECOVERY (1982)
 EY2026
 EY2026'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982
 EY2026'9.9 MI SE FROM AYDEN.
 EY2026'0.15 MILE SOUTHEAST ALONG NC 43 FROM THE INTERSECTION OF NC 102 IN
 EY2026'CALICO, IN THE RIGHT SHOULDER, 19.3 FEET WEST SOUTHWEST OF CENTERLINE
 EY2026'OF NC 43, 74.0 FEET WEST OF POWER POLE, 54.5 FEET SOUTH-SOUTHEAST OF
 EY2026'VANCEBORO NEW BERN SIGN POST, 23.1 FEET EAST OF 12-INCH GUM, 30.2 FEET
 EY2026'NORTH-NORTHEAST OF 8-INCH GUM, AND 70.4 FEET NORTH NORTHWEST OF
 EY2026'18-INCH PINE (ALL TREES WITH ALUMINUM REFERENCE TAGS).
 EY2026
 EY2026                          STATION RECOVERY (1988)
 EY2026
 EY2026'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGM)
 EY2026'RECOVERED IN GOOD CONDITION.
 EY2026
 EY2026                          STATION RECOVERY (1989)
 EY2026
 EY2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (EGM)
 EY2026'RECOVERED IN GOOD CONDITION.
 EY2026
 EY2026                          STATION RECOVERY (1989)
 EY2026
 EY2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2026'RECOVERED IN GOOD CONDITION.
 EY2026
 EY2026                          STATION RECOVERY (1989)
 EY2026
 EY2026'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EY2026'RECOVERED IN GOOD CONDITION.
 EY2026
 EY2026                          STATION RECOVERY (2004)
 EY2026
 EY2026'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGM)
 EY2026'RECOVED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2016 ***********************************************************************
 EY2016  DESIGNATION -  CALICO
 EY2016  PID         -  EY2016
 EY2016  STATE/COUNTY-  NC/PITT
 EY2016  USGS QUAD   -  GARDNERVILLE (1983)
 EY2016
 EY2016                         *CURRENT SURVEY CONTROL
 EY2016  ___________________________________________________________________
 EY2016* NAD 83(2001)-  35 25 10.35144(N)    077 15 09.87040(W)     NO CHECK  
 EY2016* NAVD 88     -        12.118  (meters)      39.76   (feet)  ADJUSTED  
 EY2016  ___________________________________________________________________
 EY2016  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 EY2016  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 EY2016  DYNAMIC HT  -          12.107 (meters)      39.72  (feet)  COMP
 EY2016  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 EY2016
 EY2016  HORZ ORDER  -  SECOND
 EY2016  VERT ORDER  -  SECOND    CLASS II
 EY2016
 EY2016.The horizontal coordinates were established by classical geodetic methods
 EY2016.and adjusted by the National Geodetic Survey in August 2005.
 EY2016.No horizontal observational check was made to the station.
 EY2016
 EY2016.The orthometric height was determined by differential leveling
 EY2016.and adjusted in June 1991.
 EY2016
 EY2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2016
 EY2016.The geoid height was determined by GEOID03.
 EY2016
 EY2016.The dynamic height is computed by dividing the NAVD 88
 EY2016.geopotential number by the normal gravity value computed on the
 EY2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2016.degrees latitude (g = 980.6199 gals.).
 EY2016
 EY2016.The modeled gravity was interpolated from observed gravity values.
 EY2016
 EY2016;                    North         East     Units Scale Factor Converg.
 EY2016;SPC NC       -   186,598.983   768,259.089   MT  0.99987686   +1 00 30.5
 EY2016;SPC NC       -   612,200.16  2,520,530.03   sFT  0.99987686   +1 00 30.5
 EY2016;UTM  18      - 3,921,901.303   295,470.889   MT  1.00011554   -1 18 21.8
 EY2016
 EY2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2016!SPC NC       -   1.00000383  x   0.99987686  =   0.99988069
 EY2016!UTM  18      -   1.00000383  x   1.00011554  =   1.00011937
 EY2016
 EY2016                          SUPERSEDED SURVEY CONTROL
 EY2016
 EY2016  NAD 83(1986)-  35 25 10.36207(N)    077 15 09.87901(W) AD(       ) 2
 EY2016  NGVD 29 (10/26/90)   12.46   (m)           40.9    (f) LEVELING    3  
 EY2016
 EY2016.Superseded values are not recommended for survey control.
 EY2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2016.See file dsdata.txt to determine how the superseded data were derived.
 EY2016
 EY2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9547121901(NAD 83)
 EY2016_MARKER: DS = TRIANGULATION STATION DISK
 EY2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2016_SP_SET: CONCRETE POST
 EY2016_STAMPING: 2ND O. TRI CALICO 30TH ENGINEERS NC 42
 EY2016_MARK LOGO: AMS   
 EY2016_PROJECTION: PROJECTING 5 CENTIMETERS
 EY2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2016+STABILITY: SURFACE MOTION
 EY2016
 EY2016  HISTORY     - Date     Condition        Report By
 EY2016  HISTORY     - 1942     MONUMENTED       USE
 EY2016  HISTORY     - 1982     GOOD             NCGS
 EY2016  HISTORY     - 1983     GOOD             NCGS
 EY2016  HISTORY     - 1986     GOOD             USPSQD
 EY2016  HISTORY     - 1989     GOOD             USPSQD
 EY2016
 EY2016                          STATION DESCRIPTION
 EY2016
 EY2016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EY2016'THIS STATION WAS A MAIN SCHEME HORIZONTAL CONTROL STATION WHEN
 EY2016'ESTABLISHED BY ARMY MAP SERVICE IN 1942.  THE STATION MARK AND
 EY2016'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND
 EY2016'3 WERE FOUND DISTURBED.
 EY2016'
 EY2016'THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTHEAST OF AYDEN AND
 EY2016'10 MILES NORTHWEST OF VANCEBORO AT CALICO CROSSROADS.
 EY2016'
 EY2016'TO REACH THE STATION FROM THE INTERSECTION OF NC 43 WITH NC 102 AT
 EY2016'CALICO, PROCEED EAST ALONG NC 102 FOR APPROXIMATELY 0.2 MILE TO
 EY2016'STATION ON THE NORTH SIDE OF THE HIGHWAY AT EDGE OF WOODS.
 EY2016'
 EY2016'STATION MARK IS A STANDARD DISK STAMPED---CALICO 30TH ENGR---SET IN A
 EY2016'SQUARE CONCRETE MONUMENT, 2 INCHES ABOVE GROUND SURFACE, AND IS SAID
 EY2016'TO HAVE AN UNDERGROUND MARK.  MARK IS 42.5 FEET NORTH OF THE
 EY2016'CENTERLINE OF HIGHWAY, 97.0 FEET WEST OF POWER POLE WITH REFERENCE
 EY2016'TAG, 110.0 FEET NORTHWEST OF 10 INCH OAK WITH REFERENCE TAG AND 1.0
 EY2016'FEET NORTH OF WITNESS POST.
 EY2016'
 EY2016'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---RM 2 NC 42---SET IN TOP
 EY2016'OF A SQUARE CONCRETE MONUMENT, 4 INCHES ABOVE GROUND SURFACE.  MARK IS
 EY2016'59.0 FEET NORTH-NORTHEAST OF POWER POLE WITH REFERENCE TAG, 89.0 FEET
 EY2016'NORTH OF CENTERLINE OF HIGHWAY AND 1.0 FEET NORTH OF WITNESS POST.
 EY2016
 EY2016                          STATION RECOVERY (1983)
 EY2016
 EY2016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2016'10.6 MI SW FROM CHOCOWINITY.
 EY2016'STATION IS LOCATED 0.2 MILE EASTERLY ALONG NC 102 FROM THE
 EY2016'INTERSECTION WITH NC 43 AT CALICO, 42.5 FEET NORTH OF THE CENTERLINE
 EY2016'OF NC 102, 97.0 FEET WEST OF A POWER POLE WITH ALUMINUM REFERENCE TAG,
 EY2016'110.0 FEET NORTHWEST OF A 10-INCH OAK WITH ALUMINUM REFERENCE TAG.
 EY2016'THE MARK IS 1 FT  N FROM  WITNESS POST
 EY2016'THE MARK IS 2 FT BELOW THE HIGHWAY.
 EY2016
 EY2016                          STATION RECOVERY (1986)
 EY2016
 EY2016'RECOVERY NOTE BY US POWER SQUADRON 1986 (TWG)
 EY2016'RECOVERED IN GOOD CONDITION.
 EY2016
 EY2016                          STATION RECOVERY (1989)
 EY2016
 EY2016'RECOVERY NOTE BY US POWER SQUADRON 1989 (RNM)
 EY2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2015 ***********************************************************************
 EY2015  DESIGNATION -  CALICO RM 2
 EY2015  PID         -  EY2015
 EY2015  STATE/COUNTY-  NC/PITT
 EY2015  USGS QUAD   -  GARDNERVILLE (1983)
 EY2015
 EY2015                         *CURRENT SURVEY CONTROL
 EY2015  ___________________________________________________________________
 EY2015* NAD 83(1986)-  35 25 10.     (N)    077 15 10.     (W)     SCALED    
 EY2015* NAVD 88     -        12.450  (meters)      40.85   (feet)  ADJUSTED  
 EY2015  ___________________________________________________________________
 EY2015  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 EY2015  DYNAMIC HT  -          12.439 (meters)      40.81  (feet)  COMP
 EY2015  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 EY2015
 EY2015  VERT ORDER  -  SECOND    CLASS II
 EY2015
 EY2015.The horizontal coordinates were scaled from a topographic map and have
 EY2015.an estimated accuracy of +/- 6 seconds.
 EY2015
 EY2015.The orthometric height was determined by differential leveling
 EY2015.and adjusted in June 1991.
 EY2015
 EY2015.The geoid height was determined by GEOID03.
 EY2015
 EY2015.The dynamic height is computed by dividing the NAVD 88
 EY2015.geopotential number by the normal gravity value computed on the
 EY2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2015.degrees latitude (g = 980.6199 gals.).
 EY2015
 EY2015.The modeled gravity was interpolated from observed gravity values.
 EY2015
 EY2015;                    North         East    Units  Estimated Accuracy
 EY2015;SPC NC       -   186,590.      768,260.      MT  (+/- 180 meters Scaled)
 EY2015
 EY2015                          SUPERSEDED SURVEY CONTROL
 EY2015
 EY2015.No superseded survey control is available for this station.
 EY2015
 EY2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE954218(NAD 83)
 EY2015_MARKER: DR = REFERENCE MARK DISK
 EY2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2015_SP_SET: CONCRETE POST
 EY2015_STAMPING: RM 2 NC42
 EY2015_MARK LOGO: AMS   
 EY2015_PROJECTION: RECESSED 10 CENTIMETERS
 EY2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2015+STABILITY: SURFACE MOTION
 EY2015
 EY2015  HISTORY     - Date     Condition        Report By
 EY2015  HISTORY     - 1942     MONUMENTED       AMS
 EY2015  HISTORY     - 1983     GOOD             NCGS
 EY2015
 EY2015                          STATION DESCRIPTION
 EY2015
 EY2015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EY2015'10.6 MI SW FROM CHOCOWINITY.
 EY2015'STATION IS LOCATED 0.2 MILE EASTERLY ALONG NC 102 FROM THE
 EY2015'INTERSECTION WITH NC 43 AT CALICO, 59.0 FEET NORTH-NORTHEAST OF A
 EY2015'POWER POLE WITH ALUMINUM REFERENCE TAG, AND 89.0 FEET NORTH OF
 EY2015'CENTERLINE OF NC 102.
 EY2015'THE MARK IS 1 FT  N FROM  WITNESS POST
 EY2015'THE MARK IS 1 FT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3825 ***********************************************************************
 FB3825  DESIGNATION -  CALIFORNIA
 FB3825  PID         -  FB3825
 FB3825  STATE/COUNTY-  NC/MADISON
 FB3825  USGS QUAD   -  MARS HILL (1990)
 FB3825
 FB3825                         *CURRENT SURVEY CONTROL
 FB3825  ___________________________________________________________________
 FB3825* NAD 83(2001)-  35 50 21.68797(N)    082 31 19.72164(W)     ADJUSTED  
 FB3825* NAVD 88     -       681.4    (meters)    2236.     (feet)  VERTCON   
 FB3825  ___________________________________________________________________
 FB3825  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FB3825  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 FB3825  HORZ ORDER  -  SECOND
 FB3825
 FB3825.The horizontal coordinates were established by classical geodetic methods
 FB3825.and adjusted by the National Geodetic Survey in August 2005.
 FB3825
 FB3825.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3825
 FB3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3825
 FB3825.The geoid height was determined by GEOID03.
 FB3825
 FB3825;                    North         East     Units Scale Factor Converg.
 FB3825;SPC NC       -   237,421.444   291,479.439   MT  0.99992507   -2 01 58.4
 FB3825;SPC NC       -   778,940.19    956,295.46   sFT  0.99992507   -2 01 58.4
 FB3825;UTM  17      - 3,967,200.444   362,529.883   MT  0.99983287   -0 53 29.0
 FB3825
 FB3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3825!SPC NC       -   0.99989779  x   0.99992507  =   0.99982286
 FB3825!UTM  17      -   0.99989779  x   0.99983287  =   0.99973067
 FB3825
 FB3825                          SUPERSEDED SURVEY CONTROL
 FB3825
 FB3825  NAD 83(1995)-  35 50 21.68844(N)    082 31 19.72163(W) AD(       ) 2
 FB3825  NAD 83(1986)-  35 50 21.70008(N)    082 31 19.72250(W) AD(       ) 2
 FB3825  NGVD 29 (02/22/93)  681.5    (m)         2236.     (f) VERT ANG    3  
 FB3825
 FB3825.Superseded values are not recommended for survey control.
 FB3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3825.See file dsdata.txt to determine how the superseded data were derived.
 FB3825
 FB3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6253067200(NAD 83)
 FB3825_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3825_SP_SET: SQUARE CONCRETE MONUMENT
 FB3825_STAMPING: CALIFORNIA 1986
 FB3825_MARK LOGO: NCGS  
 FB3825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FB3825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3825+STABILITY: SURFACE MOTION
 FB3825
 FB3825  HISTORY     - Date     Condition        Report By
 FB3825  HISTORY     - 1986     MONUMENTED       NCGS
 FB3825
 FB3825                          STATION DESCRIPTION
 FB3825
 FB3825'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986
 FB3825'THE STATION IS LOCATED 2.9 KM (1.8 MI) NORTHEAST OF MARS HILL.
 FB3825'AT THE JUNCTION OF US 19-23, IN A TRAFFIC ISLAND AT SOUTH END OF
 FB3825'CONCRETE DRAINAGE SLAB.
 FB3825'THE STATION IS A STANDARD NCGS DISK STAMPED---CALIFORNIA 1986---, SET
 FB3825'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON SIDE RECESSED 5 CM
 FB3825'BELOW GROUND.  LOCATED 18.80 METERS (61.7 FT) EAST-SOUTHEAST FROM THE
 FB3825'CENTERLINE OF US 19-23 (NORTH), 29.08 METERS (95.4 FT) SOUTH-SOUTHWEST
 FB3825'FROM THE CENTERLINE OF US 19 (FROM BURNSVILLE), AND 5.67 METERS
 FB3825'(18.6 FT) SOUTHWEST FROM THE CENTERLINE OF IRON DRAINAGE GRATE.
 FB3825'MARK IS 2 FEET BELOW LEVEL OF US 19-23.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6539 ***********************************************************************
 EZ6539  DESIGNATION -  CALL
 EZ6539  PID         -  EZ6539
 EZ6539  STATE/COUNTY-  NC/WAKE
 EZ6539  USGS QUAD   -  BAYLEAF (1987)
 EZ6539
 EZ6539                         *CURRENT SURVEY CONTROL
 EZ6539  ___________________________________________________________________
 EZ6539* NAD 83(2001)-  35 53 50.52906(N)    078 38 44.94613(W)     ADJUSTED  
 EZ6539* NAVD 88     -       138.632  (meters)     454.83   (feet)  ADJUSTED  
 EZ6539  ___________________________________________________________________
 EZ6539  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 EZ6539  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 EZ6539  DYNAMIC HT  -         138.514 (meters)     454.44  (feet)  COMP
 EZ6539  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 EZ6539
 EZ6539  HORZ ORDER  -  SECOND
 EZ6539  VERT ORDER  -  SECOND    CLASS II
 EZ6539
 EZ6539.The horizontal coordinates were established by classical geodetic methods
 EZ6539.and adjusted by the National Geodetic Survey in August 2005.
 EZ6539
 EZ6539.The orthometric height was determined by differential leveling
 EZ6539.and adjusted in September 1998.
 EZ6539
 EZ6539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6539
 EZ6539.The geoid height was determined by GEOID03.
 EZ6539
 EZ6539.The dynamic height is computed by dividing the NAVD 88
 EZ6539.geopotential number by the normal gravity value computed on the
 EZ6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ6539.degrees latitude (g = 980.6199 gals.).
 EZ6539
 EZ6539.The modeled gravity was interpolated from observed gravity values.
 EZ6539
 EZ6539;                    North         East     Units Scale Factor Converg.
 EZ6539;SPC NC       -   238,270.645   641,574.752   MT  0.99993596   +0 12 15.9
 EZ6539;SPC NC       -   781,726.27  2,104,899.83   sFT  0.99993596   +0 12 15.9
 EZ6539;UTM  17      - 3,975,125.493   712,470.209   MT  1.00015630   +1 22 51.1
 EZ6539
 EZ6539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6539!SPC NC       -   0.99998335  x   0.99993596  =   0.99991932
 EZ6539!UTM  17      -   0.99998335  x   1.00015630  =   1.00013965
 EZ6539
 EZ6539                          SUPERSEDED SURVEY CONTROL
 EZ6539
 EZ6539  NAD 83(1986)-  35 53 50.53319(N)    078 38 44.95668(W) AD(       ) 2
 EZ6539  NGVD 29 (12/28/92)  138.91   (m)          455.7    (f) LEVELING    3  
 EZ6539
 EZ6539.Superseded values are not recommended for survey control.
 EZ6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6539.See file dsdata.txt to determine how the superseded data were derived.
 EZ6539
 EZ6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1247075125(NAD 83)
 EZ6539_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6539_STAMPING: CALL
 EZ6539_MARK LOGO: NCGS  
 EZ6539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6539+STABILITY: SURFACE MOTION
 EZ6539
 EZ6539  HISTORY     - Date     Condition        Report By
 EZ6539  HISTORY     - 1985     MONUMENTED       NCGS
 EZ6539  HISTORY     - 19870101 GOOD             NCGS
 EZ6539
 EZ6539                          STATION DESCRIPTION
 EZ6539
 EZ6539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ6539'THE STATION IS LOCATED IN NORTH RALEIGH.
 EZ6539'
 EZ6539'ALONG SR 1829 (STRICKLAND ROAD), 0.7 KM (0.45 MI) SOUTHEAST FROM THE
 EZ6539'CROSSROADS AT SIX FORKS, ACROSS THE ROAD FROM THE INTERSECTION WITH
 EZ6539'A DIRT DRIVE, AT A WOOD RAIL FENCE CORNER.
 EZ6539'
 EZ6539'THE STATION IS A STANDARD NCGS DISK STAMPED---CALL 1985---,
 EZ6539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6539'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ6539'11.6 METERS (38.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT
 EZ6539'THE INTERSECTION WITH A DIRT ROAD,
 EZ6539'56.2 METERS (184.3 FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER
 EZ6539'A DRIVEWAY WITH A STONE HEADWALL,
 EZ6539'1.2 METERS (3.9 FT) EAST OF A CORNER FENCE POST,
 EZ6539'22.6 METERS (74.2 FT) WEST OF A TELEPHONE PEDESTAL (PED 5)--AND
 EZ6539'15.6 METERS (51.2 FT) SOUTH-SOUTHEAST OF A POWER POLE, AND
 EZ6539'5.2 METERS (17.0 FT) NORTH OF A 24-INCH PINE--BOTH WITH REFERENCE
 EZ6539'TAGS.
 EZ6539'
 EZ6539'MARK IS 1 FT BELOW THE LEVEL OF THE HIGHWAY.
 EZ6539
 EZ6539                          STATION RECOVERY (1987)
 EZ6539
 EZ6539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EZ6539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2842 ***********************************************************************
 FB2842  DESIGNATION -  CALLAHAN
 FB2842  PID         -  FB2842
 FB2842  STATE/COUNTY-  NC/POLK
 FB2842  USGS QUAD   -  LANDRUM (1987)
 FB2842
 FB2842                         *CURRENT SURVEY CONTROL
 FB2842  ___________________________________________________________________
 FB2842* NAD 83(2007)-  35 13 43.02530(N)    082 10 18.43136(W)     ADJUSTED  
 FB2842* NAVD 88     -       334.3    (meters)    1097.     (feet)  GPS OBS   
 FB2842  ___________________________________________________________________
 FB2842  EPOCH DATE  -        2002.00
 FB2842  X           -     710,448.567 (meters)                     COMP
 FB2842  Y           -  -5,167,475.428 (meters)                     COMP
 FB2842  Z           -   3,658,788.942 (meters)                     COMP
 FB2842  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 FB2842  ELLIP HEIGHT-         302.586 (meters)          (02/10/07) ADJUSTED
 FB2842  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 FB2842
 FB2842  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB2842  Type    PID    Designation                      North   East  Ellip
 FB2842  -------------------------------------------------------------------
 FB2842  NETWORK FB2842 CALLAHAN                          0.98   0.82   1.61
 FB2842  -------------------------------------------------------------------
 FB2842
 FB2842.The horizontal coordinates were established by GPS observations
 FB2842.and adjusted by the National Geodetic Survey in February 2007.
 FB2842
 FB2842.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB2842.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB2842.The horizontal coordinates are valid at the epoch date displayed above.
 FB2842.The epoch date for horizontal control is a decimal equivalence
 FB2842.of Year/Month/Day.
 FB2842
 FB2842.The orthometric height was determined by GPS observations and a
 FB2842.high-resolution geoid model.
 FB2842
 FB2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB2842
 FB2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2842
 FB2842.The ellipsoidal height was determined by GPS observations
 FB2842.and is referenced to NAD 83.
 FB2842
 FB2842.The geoid height was determined by GEOID03.
 FB2842
 FB2842;                    North         East     Units Scale Factor Converg.
 FB2842;SPC NC       -   168,634.779   320,948.157   MT  0.99987267   -1 49 50.4
 FB2842;SPC NC       -   553,262.60  1,052,977.41   sFT  0.99987267   -1 49 50.4
 FB2842;UTM  17      - 3,899,025.459   393,368.290   MT  0.99974013   -0 40 33.6
 FB2842
 FB2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2842!SPC NC       -   0.99995251  x   0.99987267  =   0.99982518
 FB2842!UTM  17      -   0.99995251  x   0.99974013  =   0.99969265
 FB2842
 FB2842:                Primary Azimuth Mark                     Grid Az
 FB2842:SPC NC       -  STONEYBROOK                              274 52 56.1
 FB2842:UTM  17      -  STONEYBROOK                              273 43 39.3
 FB2842
 FB2842|---------------------------------------------------------------------|
 FB2842| PID    Reference Object                     Distance      Geod. Az  |
 FB2842|                                                           dddmmss.s |
 FB2842| AI8542 STONEYBROOK                         492.981 METERS 2730305.7 |
 FB2842| FB2843 RUBINI                              APPROX. 1.3 KM 3553644.2 |
 FB2842|---------------------------------------------------------------------|
 FB2842
 FB2842                          SUPERSEDED SURVEY CONTROL
 FB2842
 FB2842  NAD 83(2001)-  35 13 43.02543(N)    082 10 18.43162(W) AD(       ) 1
 FB2842  ELLIP H (03/13/03)  302.574  (m)                       GP(       ) 4 2
 FB2842  NAD 83(1986)-  35 13 43.03580(N)    082 10 18.43584(W) AD(       ) 1
 FB2842  ELLIP H (11/17/00)  302.522  (m)                       GP(       ) 4 2
 FB2842  NAD 83(1986)-  35 13 43.03331(N)    082 10 18.43743(W) AD(       ) 2
 FB2842  NAD 27      -  35 13 42.62532(N)    082 10 19.02654(W) AD(       ) 2
 FB2842  NGVD 29 (07/19/86)  334.3    (m)         1097.     (f) VERT ANG    3  
 FB2842
 FB2842.Superseded values are not recommended for survey control.
 FB2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2842.See file dsdata.txt to determine how the superseded data were derived.
 FB2842
 FB2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU9336899025(NAD 83)
 FB2842_MARKER: DE = TRAVERSE STATION DISK
 FB2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2842_STAMPING: CALLAHAN 1974
 FB2842_MARK LOGO: NCGS  
 FB2842_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2842+STABILITY: SURFACE MOTION
 FB2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB2842+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1992
 FB2842
 FB2842  HISTORY     - Date     Condition        Report By
 FB2842  HISTORY     - 1974     MONUMENTED       NCGS
 FB2842  HISTORY     - 19920224 GOOD             NCGS
 FB2842
 FB2842                          STATION DESCRIPTION
 FB2842
 FB2842'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 FB2842'THE STATION IS LOCATED APPROXIMATELY 2.1 MILES SOUTHEAST OF COLUMBUS
 FB2842'AND 4.0 MILES EAST-NORTHEAST OF TRYON.
 FB2842'
 FB2842'TO REACH THE STATION FROM THE POLK COUNTY COURTHOUSE IN COLUMBUS,
 FB2842'PROCEED SOUTHWEST ALONG NC 108 FOR 0.1 MILE TO T INTERSECTION WITH
 FB2842'SR 1137 (WALKER ST.), CONTINUE SOUTHEASTERLY ALONG SR 1137 FOR 0.2
 FB2842'MILE TO JUNCTION WITH SIMM STREET (ALSO SR 1137) BEARING RIGHT,
 FB2842'CONTINUE SOUTHEAST ON SR 1137 FOR 2.0 MILE TO T INTERSECTION OF
 FB2842'DRIVEWAY WITH METAL GATE ON LEFT (RUBINI PROPERTY 1974), EASTERLY
 FB2842'THROUGH GATE ALONG FARM ROAD FOR 0.2 MILE TO GATE ON RIGHT AND
 FB2842'SOUTHEASTERLY THROUGH GATE FOR 0.15 MILE TO STATION BETWEEN TOP OF
 FB2842'HILL AND TRANSMISSION TOWER.
 FB2842'
 FB2842'STATION MARK IS A STANDARD DISK STAMPED---CALLAHAN 1974---, SET IN THE
 FB2842'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE
 FB2842'GROUND SURFACE.  MARK IS 40.0 FEET WEST OF SOUTHWEST LEG OF
 FB2842'TRANSMISSION TOWER NO. A-85, 66.6 FEET SOUTHEAST OF 28 INCH OAK WITH
 FB2842'REFERENCE TAG, 82.6 FEET NORTH OF 20 INCH OAK WITH REFERENCE TAG, 98.4
 FB2842'FEET SOUTH OF 24 INCH CHESTNUT OAK WITH REFERENCE TAG AND 57.5 FEET
 FB2842'NORTHEAST OF 19 INCH OAK WITH REFERENCE TAG.
 FB2842
 FB2842                          STATION RECOVERY (1992)
 FB2842
 FB2842'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB2842'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ACCESS IS
 FB2842'NOW GAINED THROUGH STONEYBROOK SUBDIVISION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3028 ***********************************************************************
 FY3028  DESIGNATION -  CALLAHAN
 FY3028  PID         -  FY3028
 FY3028  STATE/COUNTY-  NC/GRANVILLE
 FY3028  USGS QUAD   -  NELSON (1988)
 FY3028
 FY3028                         *CURRENT SURVEY CONTROL
 FY3028  ___________________________________________________________________
 FY3028* NAD 83(2001)-  36 32 22.31632(N)    078 38 28.93021(W)     ADJUSTED  
 FY3028* NAVD 88     -       136.34   (+/-2cm)     447.3    (feet)  VERTCON   
 FY3028  ___________________________________________________________________
 FY3028  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 FY3028  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 FY3028  HORZ ORDER  -  FIRST
 FY3028  VERT ORDER  -  THIRD ? (See Below)
 FY3028
 FY3028.The horizontal coordinates were established by classical geodetic methods
 FY3028.and adjusted by the National Geodetic Survey in August 2005.
 FY3028
 FY3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3028.The vertical order pertains to the NGVD 29 superseded value.
 FY3028
 FY3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3028
 FY3028.The geoid height was determined by GEOID03.
 FY3028
 FY3028;                    North         East     Units Scale Factor Converg.
 FY3028;SPC NC       -   309,529.442   641,718.939   MT  1.00012544   +0 12 25.2
 FY3028;SPC NC       - 1,015,514.51  2,105,372.89   sFT  1.00012544   +0 12 25.2
 FY3028;SPC VA S     - 1,022,892.543 3,487,340.377   MT  1.00004898   -0 05 08.9
 FY3028;SPC VA S     - 3,355,939.95 11,441,382.55   sFT  1.00004898   -0 05 08.9
 FY3028;UTM  17      - 4,046,381.433   711,137.864   MT  1.00014926   +1 24 17.3
 FY3028
 FY3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3028!SPC NC       -   0.99998355  x   1.00012544  =   1.00010899
 FY3028!SPC VA S     -   0.99998355  x   1.00004898  =   1.00003253
 FY3028!UTM  17      -   0.99998355  x   1.00014926  =   1.00013281
 FY3028
 FY3028|---------------------------------------------------------------------|
 FY3028| PID    Reference Object                     Distance      Geod. Az  |
 FY3028|                                                           dddmmss.s |
 FY3028| FY3989 CALLAHAN RM 1                                      16602     |
 FY3028| FY3990 CALLAHAN RM 2 AZIMUTH                              2283953.9 |
 FY3028| FY3991 CALLAHAN RM 3                        46.513 METERS 32552     |
 FY3028|---------------------------------------------------------------------|
 FY3028
 FY3028                          SUPERSEDED SURVEY CONTROL
 FY3028
 FY3028  NAD 83(1993)-  36 32 22.31667(N)    078 38 28.93031(W) AD(       ) 1
 FY3028  NAD 83(1986)-  36 32 22.31724(N)    078 38 28.93740(W) AD(       ) 1
 FY3028  NAD 27      -  36 32 21.80900(N)    078 38 29.92800(W) AD(       ) 1
 FY3028  NGVD 29 (07/19/86)  136.60   (m)          448.2    (f) LEVELING    3  
 FY3028
 FY3028.Superseded values are not recommended for survey control.
 FY3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3028.See file dsdata.txt to determine how the superseded data were derived.
 FY3028
 FY3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA1113846381(NAD 83)
 FY3028_MARKER: DS = TRIANGULATION STATION DISK
 FY3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3028_STAMPING: CALLAHAN 1933
 FY3028_MARK LOGO: CGS   
 FY3028
 FY3028  HISTORY     - Date     Condition        Report By
 FY3028  HISTORY     - 1933     MONUMENTED       CGS
 FY3028
 FY3028                          STATION DESCRIPTION
 FY3028
 FY3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FY3028'ABOUT 7-1/2 MILES NORTHWEST OF STOVALL, 7 MILES SOUTHWEST OF
 FY3028'CLARKSVILLE, AND ABOUT 300 YARDS SOUTH OF VIRGINIA-NORTH CAROLINA
 FY3028'STATE LINE, ON LAND OF A. L. NOBLIN.  TO REACH FROM RAILROAD
 FY3028'STATION AT SOUTH CLARKSVILLE, GO WEST 2.7 MILES ON ROUTE 58, TURN
 FY3028'LEFT ONTO ROUTE 59, PROCEED 1.4 MILES AND CROSS RAILROAD, CONTINUE
 FY3028'2.15 MILES ON MAIN ROAD WHICH FOLLOWS RAILROAD TO T-ROAD ON LEFT AT
 FY3028'TOP OF GRADE (THIS ROAD LEADS TO STATION AVERETT), AND CONTINUE
 FY3028'STRAIGHT AHEAD 0.15 MILE ON MAIN ROAD TO CROSSROADS AT AVERETT. TO
 FY3028'REACH FROM THE MAIN CORNER IN VIRGILINA, FOLLOW CLARKSVILLE ROAD
 FY3028'EAST 7.8 MILES OR 3.25 MILES BEYOND NELSON RAILROAD STATION AND
 FY3028'POST OFFICE. TAKE LEFT FORK ABOUT 200 FEET EAST OF STORE, PROCEED
 FY3028'SOUTH 0.15 MILE ON MAIN ROAD TO RAILROAD CROSSING, CONTINUE 1.4
 FY3028'MILES, KEEP STRAIGHT AHEAD AT LEFT FORK, CONTINUE 0.3 MILE, CROSS
 FY3028'CREEK ON WEAK WOODEN BRIDGE, CONTINUE 0.8 MILE, TURN SHARP LEFT AT
 FY3028'SLANTING T-ROAD JUNCTION, FOLLOW MAIN ROAD EAST 1.0 MILE TO
 FY3028'CALLAHANS STORE AND HOUSE ON NORTH SIDE OF ROAD, AND CONTINUE ABOUT
 FY3028'200 YARDS FROM STORE OR 130 PACES FROM LARGE OAK THAT OVERHANGS
 FY3028'ROAD TO HEDGEROW DIVIDING TWO FIELDS ON NORTH SIDE OF ROAD.
 FY3028'STATION IS IN SMALL CLEARED SPACE IN HEDGEROW, ABOUT 350 FEET FROM
 FY3028'ROAD, 20 FEET SOUTHEAST OF OLD STUMP, 19 FEET NORTH OF BLACK-OAK
 FY3028'TREE WITH TRIANGULAR BLAZE ON WEST SIDE, AND 41 FEET NORTHWEST OF
 FY3028'8-INCH GUM TREE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 FY3028'STATION MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 FY3028'DISKS IN CONCRETE, NOTE 11A.
 FY3028'NO. 1 IS IN FENCE LINE, ACROSS ROAD
 FY3028'FROM SMALL GRAVEYARD, 15 FEET NORTH OF CENTER LINE OF ROAD, 23 FEET
 FY3028'NORTH OF 18-INCH WHITE-OAK TREE, AND 395 FEET (SLOPE) FROM STATION
 FY3028'S 13 DEG 58 MIN E.
 FY3028'NO. 2 IS ACROSS ROAD FROM AND 63
 FY3028'FEET SOUTH OF EDGE OF PORCH OF CALLAHANS HOUSE, 31 FEET SOUTH OF
 FY3028'CENTER LINE OF ROAD, 24.6 FEET EAST-SOUTH EAST OF 10-INCH CEDAR,
 FY3028'44.5 FEET NORTHWEST OF MORE WESTERLY OF TWIN OAKS, 26 PACES
 FY3028'EAST-SOUTHEAST OF SOUTHEAST CORNER OF STORE, ABOUT 50 PACES
 FY3028'WEST-SOUTHWEST OF LARGE WHITE OAK WHICH OVERHANGS ROAD DIRECTLY
 FY3028'OPPOSITE SMALL SHED, AND APPROXIMATELY 0.3 MILE FROM STATION
 FY3028'S 48 DEG 40 MIN W.
 FY3028'NO. 3 IS IN EDGE OF WOOD ON SLOPE
 FY3028'OF HILL AT NORTHWEST END OF TERRACE IN CORNFIELD, 15 FEET
 FY3028'SOUTH OF 10-INCH PINE TREE, AND 152.6 FEET (SLOPE) FROM STATION
 FY3028'N 34 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3155 ***********************************************************************
 FY3155  DESIGNATION -  CALLEMYN
 FY3155  PID         -  FY3155
 FY3155  STATE/COUNTY-  NC/PERSON
 FY3155  USGS QUAD   -  HURDLE MILLS (1968)
 FY3155
 FY3155                         *CURRENT SURVEY CONTROL
 FY3155  ___________________________________________________________________
 FY3155* NAD 83(2001)-  36 16 13.72682(N)    079 07 21.06823(W)     ADJUSTED  
 FY3155* NAVD 88     -       215.3    (meters)     706.     (feet)  VERTCON   
 FY3155  ___________________________________________________________________
 FY3155  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FY3155  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 FY3155  HORZ ORDER  -  SECOND
 FY3155
 FY3155.The horizontal coordinates were established by classical geodetic methods
 FY3155.and adjusted by the National Geodetic Survey in August 2005.
 FY3155
 FY3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3155
 FY3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3155
 FY3155.The geoid height was determined by GEOID03.
 FY3155
 FY3155;                    North         East     Units Scale Factor Converg.
 FY3155;SPC NC       -   279,620.110   598,591.970   MT  1.00003063   -0 04 14.6
 FY3155;SPC NC       -   917,386.98  1,963,880.49   sFT  1.00003063   -0 04 14.6
 FY3155;UTM  17      - 4,015,584.238   668,642.328   MT  0.99995042   +1 06 39.5
 FY3155
 FY3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3155!SPC NC       -   0.99997103  x   1.00003063  =   1.00000166
 FY3155!UTM  17      -   0.99997103  x   0.99995042  =   0.99992145
 FY3155
 FY3155:                Primary Azimuth Mark                     Grid Az
 FY3155:SPC NC       -  JOHNSON                                  336 02 24.7
 FY3155:UTM  17      -  JOHNSON                                  334 51 30.6
 FY3155
 FY3155|---------------------------------------------------------------------|
 FY3155| PID    Reference Object                     Distance      Geod. Az  |
 FY3155|                                                           dddmmss.s |
 FY3155| FY3157 JOHNSON                             APPROX. 0.5 KM 3355810.1 |
 FY3155|---------------------------------------------------------------------|
 FY3155
 FY3155                          SUPERSEDED SURVEY CONTROL
 FY3155
 FY3155  NAD 83(1993)-  36 16 13.72857(N)    079 07 21.07207(W) AD(       ) 2
 FY3155  NAD 83(1986)-  36 16 13.72987(N)    079 07 21.07751(W) AD(       ) 2
 FY3155  NAD 27      -  36 16 13.22385(N)    079 07 22.01981(W) AD(       ) 2
 FY3155  NGVD 29 (07/19/86)  215.5    (m)          707.     (f) VERT ANG    3  
 FY3155
 FY3155.Superseded values are not recommended for survey control.
 FY3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3155.See file dsdata.txt to determine how the superseded data were derived.
 FY3155
 FY3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6864215584(NAD 83)
 FY3155_MARKER: DE = TRAVERSE STATION DISK
 FY3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3155_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3155+STABILITY: SURFACE MOTION
 FY3155
 FY3155  HISTORY     - Date     Condition        Report By
 FY3155  HISTORY     - 1976     MONUMENTED       NCGS
 FY3155
 FY3155                          STATION DESCRIPTION
 FY3155
 FY3155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 FY3155'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE SOUTH-SOUTHEAST OF
 FY3155'GORDONTON AND 11.6 MILES SOUTHWEST OF ROXBORO.
 FY3155'
 FY3155'TO REACH THE STATION FROM THE SR 1102 AND NC 49 CROSSROAD KNOWN AS
 FY3155'GORDONTON, PROCEED SOUTH-SOUTHEAST ALONG SR 1102 FOR 0.75 MILE TO
 FY3155'STATION ON THE LEFT, ON THE PROLONGATION OF THE SOUTH SIDE OF A BRICK
 FY3155'HOUSE AND 0.25 MILE NORTH-NORTHWEST OF SR 1100 AND SR 1107 CROSSROAD
 FY3155'AT WHEELERS CHURCH.
 FY3155'
 FY3155'STATION MARK IS A STANDARD DISK STAMPED---CALLEMYN 1976---SET IN THE
 FY3155'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 FY3155'THE MARK IS 31.9 FEET EAST-NORTHEAST OF CENTERLINE OF SR 1104, 122.3
 FY3155'FEET SOUTH-SOUTHEAST OF SOUTH END OF CONCRETE CULVERT UNDER DRIVEWAY
 FY3155'LEADING EAST,
 FY3155'145.5 FEET EAST OF NORTHEAST CORNER OF HOUSE, 48.6 FEET WEST OF POWER
 FY3155'POLE WITH TRANSFORMER AND REFERENCE TAG, 66.3 FEET NORTHEAST OF
 FY3155'NORTHERNMOST SERVICE POLE WITH REFERENCE TAG (WEST OF ROAD) AND 109.1
 FY3155'FEET NORTH-NORTHEAST OF SOUTHERNMOST SERVICE POLE WITH REFERENCE TAG
 FY3155'(WEST OF ROAD).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3230 ***********************************************************************
 EZ3230  DESIGNATION -  CALLICUTT
 EZ3230  PID         -  EZ3230
 EZ3230  STATE/COUNTY-  NC/MONTGOMERY
 EZ3230  USGS QUAD   -  STAR (1994)
 EZ3230
 EZ3230                         *CURRENT SURVEY CONTROL
 EZ3230  ___________________________________________________________________
 EZ3230* NAD 83(2001)-  35 22 36.04764(N)    079 46 36.09915(W)     ADJUSTED  
 EZ3230* NAVD 88     -       187.932  (meters)     616.57   (feet)  ADJUSTED  
 EZ3230  ___________________________________________________________________
 EZ3230  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 EZ3230  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ3230  DYNAMIC HT  -         187.765 (meters)     616.03  (feet)  COMP
 EZ3230  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 EZ3230
 EZ3230  HORZ ORDER  -  SECOND
 EZ3230  VERT ORDER  -  SECOND    CLASS II
 EZ3230
 EZ3230.The horizontal coordinates were established by classical geodetic methods
 EZ3230.and adjusted by the National Geodetic Survey in August 2005.
 EZ3230
 EZ3230.The orthometric height was determined by differential leveling
 EZ3230.and adjusted in June 1991.
 EZ3230
 EZ3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3230
 EZ3230.The geoid height was determined by GEOID03.
 EZ3230
 EZ3230.The dynamic height is computed by dividing the NAVD 88
 EZ3230.geopotential number by the normal gravity value computed on the
 EZ3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3230.degrees latitude (g = 980.6199 gals.).
 EZ3230
 EZ3230.The modeled gravity was interpolated from observed gravity values.
 EZ3230
 EZ3230;                    North         East     Units Scale Factor Converg.
 EZ3230;SPC NC       -   180,723.859   539,034.229   MT  0.99987496   -0 26 53.8
 EZ3230;SPC NC       -   592,924.86  1,768,481.47   sFT  0.99987496   -0 26 53.8
 EZ3230;UTM  17      - 3,915,503.556   611,117.515   MT  0.99975216   +0 42 29.9
 EZ3230
 EZ3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3230!SPC NC       -   0.99997530  x   0.99987496  =   0.99985027
 EZ3230!UTM  17      -   0.99997530  x   0.99975216  =   0.99972747
 EZ3230
 EZ3230:                Primary Azimuth Mark                     Grid Az
 EZ3230:SPC NC       -  FAITHFUL                                 197 47 12.1
 EZ3230:UTM  17      -  FAITHFUL                                 196 37 48.4
 EZ3230
 EZ3230|---------------------------------------------------------------------|
 EZ3230| PID    Reference Object                     Distance      Geod. Az  |
 EZ3230|                                                           dddmmss.s |
 EZ3230| EZ3718 FAITHFUL                            458.432 METERS 1972018.3 |
 EZ3230| EZ3231 CLAYSON                             APPROX. 1.4 KM 3282126.8 |
 EZ3230|---------------------------------------------------------------------|
 EZ3230
 EZ3230                          SUPERSEDED SURVEY CONTROL
 EZ3230
 EZ3230  NAD 83(1986)-  35 22 36.05272(N)    079 46 36.11294(W) AD(       ) 2
 EZ3230  NAD 27      -  35 22 35.55825(N)    079 46 36.96420(W) AD(       ) 2
 EZ3230  NGVD 29 (07/19/86)  188.2    (m)          617.     (f) VERT ANG    3  
 EZ3230
 EZ3230.Superseded values are not recommended for survey control.
 EZ3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3230.See file dsdata.txt to determine how the superseded data were derived.
 EZ3230
 EZ3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1111815504(NAD 83)
 EZ3230_MARKER: DE = TRAVERSE STATION DISK
 EZ3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3230_SP_SET: CONCRETE POST
 EZ3230_STAMPING: CALLICUTT 1972
 EZ3230_MARK LOGO: NCGS  
 EZ3230_PROJECTION: FLUSH
 EZ3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3230+STABILITY: SURFACE MOTION
 EZ3230
 EZ3230  HISTORY     - Date     Condition        Report By
 EZ3230  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3230  HISTORY     - 1974     GOOD             NGS
 EZ3230  HISTORY     - 1981     GOOD             NCGS
 EZ3230
 EZ3230                          STATION DESCRIPTION
 EZ3230
 EZ3230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3230'CALLICUTT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3230'THE VICINITY OF BISCOE, NORTH CAROLINA.
 EZ3230'
 EZ3230'CALLICUTT IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF BISCOE AND
 EZ3230'1.7 MILES SOUTH OF STAR.  TO REACH STATION FROM THE INTERSECTION OF
 EZ3230'US 220 AND NC 24-27 IN BISCOE, PROCEED NORTH ALONG US 220 FOR 1.2
 EZ3230'MILES TO STATION ON RIGHT, 0.05 MILE SOUTH OF INTERSECTION WITH SR
 EZ3230'1372 AND IN SOUTHWEST PART OF YARD OF CALLICUTT RESIDENCE.
 EZ3230'
 EZ3230'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3230'CALLICUTT 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3230'WHICH IS FLUSH WITH THE GROUND.
 EZ3230'
 EZ3230'MARK IS
 EZ3230'41.7 FEET E OF C/L OF US 220.
 EZ3230'103.9 FEET S OF C/L OF CALLICUTTS DRIVEWAY.
 EZ3230'25.5 FEET SW OF 28 INCH CEDAR.
 EZ3230'20.1 FEET N OF WESTERNMOST 6 INCH DOGWOOD.
 EZ3230'41.1 FEET NW OF PP NO. 24-1836 W/TRANSFORMER AND ALUMINUM
 EZ3230'REF. TAG.
 EZ3230'97.9 FEET WSW OF SW CORNER OF PORCH.
 EZ3230
 EZ3230                          STATION RECOVERY (1974)
 EZ3230
 EZ3230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JDB)
 EZ3230'CALLICUTT 1972 RECOVERED IN GOOD CONDITION.
 EZ3230'
 EZ3230'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES NORTH OF BISCOE.
 EZ3230
 EZ3230                          STATION RECOVERY (1981)
 EZ3230
 EZ3230'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3230'1.2 MI NORTH FROM BISCOE.
 EZ3230'LOCATED ALONG US 220A, 1.2 MILES NORTH OF THE INTERSECTION WITH NC
 EZ3230'24-NC 27, (OR 1.7 MILES SOUTH OF STAR), IN SOUTHWEST PART OF YARD OF
 EZ3230'CALLICUTT RESIDENCE, AND 0.05 MILE SOUTH OF SR 1372, 41.7 FEET EAST
 EZ3230'OF CENTERLINE OF HIGHWAY, 91.3 FEET SOUTH OF CENTERLINE OF SOUTH
 EZ3230'DRIVE TO MONTGOMERY FEDERAL SAVING AND LOAN ASSOCIATION, 97.9 FEET
 EZ3230'WEST-SOUTHWEST OF SOUTHWEST CORNER OF PORCH, 33.3 FEET NORTH OF
 EZ3230'TELEPHONE POLE WITH REFERENCE TAG, AND 41.1 FEET NORTHWEST OF POWER
 EZ3230'POLE (24-1836) WITH TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1994 ***********************************************************************
 FZ1994  DESIGNATION -  CALLOWAY
 FZ1994  PID         -  FZ1994
 FZ1994  STATE/COUNTY-  NC/WILKES
 FZ1994  USGS QUAD   -  GLENDALE SPRINGS (1967)
 FZ1994
 FZ1994                         *CURRENT SURVEY CONTROL
 FZ1994  ___________________________________________________________________
 FZ1994* NAD 83(2001)-  36 17 03.43904(N)    081 23 44.33173(W)     ADJUSTED  
 FZ1994* NAVD 88     -      1113.3    (meters)    3653.     (feet)  VERTCON   
 FZ1994  ___________________________________________________________________
 FZ1994  LAPLACE CORR-          -7.64  (seconds)                    DEFLEC99
 FZ1994  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 FZ1994  HORZ ORDER  -  SECOND
 FZ1994
 FZ1994.The horizontal coordinates were established by classical geodetic methods
 FZ1994.and adjusted by the National Geodetic Survey in August 2005.
 FZ1994
 FZ1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1994
 FZ1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1994
 FZ1994.The geoid height was determined by GEOID03.
 FZ1994
 FZ1994;                    North         East     Units Scale Factor Converg.
 FZ1994;SPC NC       -   283,742.570   394,392.068   MT  1.00003495   -1 22 57.7
 FZ1994;SPC NC       -   930,912.08  1,293,934.64   sFT  1.00003495   -1 22 57.7
 FZ1994;UTM  17      - 4,015,553.565   464,469.551   MT  0.99961555   -0 14 02.9
 FZ1994
 FZ1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1994!SPC NC       -   0.99983031  x   1.00003495  =   0.99986525
 FZ1994!UTM  17      -   0.99983031  x   0.99961555  =   0.99944593
 FZ1994
 FZ1994:                Primary Azimuth Mark                     Grid Az
 FZ1994:SPC NC       -  BLUE                                     122 21 20.1
 FZ1994:UTM  17      -  BLUE                                     121 12 25.3
 FZ1994
 FZ1994|---------------------------------------------------------------------|
 FZ1994| PID    Reference Object                     Distance      Geod. Az  |
 FZ1994|                                                           dddmmss.s |
 FZ1994| FZ1993 BLUE                                APPROX. 1.8 KM 1205822.4 |
 FZ1994|---------------------------------------------------------------------|
 FZ1994
 FZ1994                          SUPERSEDED SURVEY CONTROL
 FZ1994
 FZ1994  NAD 83(1995)-  36 17 03.43950(N)    081 23 44.33153(W) AD(       ) 2
 FZ1994  NAD 83(1993)-  36 17 03.44473(N)    081 23 44.33631(W) AD(       ) 2
 FZ1994  NAD 83(1986)-  36 17 03.45355(N)    081 23 44.34175(W) AD(       ) 2
 FZ1994  NAD 83(1986)-  36 17 03.45597(N)    081 23 44.36549(W) AD(       ) 2
 FZ1994  NAD 27      -  36 17 02.99027(N)    081 23 45.00414(W) AD(       ) 2
 FZ1994  NGVD 29 (07/19/86) 1113.4    (m)         3653.     (f) VERT ANG    3  
 FZ1994
 FZ1994.Superseded values are not recommended for survey control.
 FZ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1994.See file dsdata.txt to determine how the superseded data were derived.
 FZ1994
 FZ1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6447015554(NAD 83)
 FZ1994_MARKER: DE = TRAVERSE STATION DISK
 FZ1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1994_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1994+STABILITY: SURFACE MOTION
 FZ1994
 FZ1994  HISTORY     - Date     Condition        Report By
 FZ1994  HISTORY     - 1971     MONUMENTED       NCGS
 FZ1994  HISTORY     - 1981     GOOD             NCGS
 FZ1994
 FZ1994                          STATION DESCRIPTION
 FZ1994
 FZ1994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 FZ1994'CALLOWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1994'IN THE VICINITY OF DEEP GAP, NORTH CAROLINA.
 FZ1994'
 FZ1994'CALLOWAY IS LOCATED APPROXIMATELY 7.4 MILES NORTHEAST OF DEEP GAP
 FZ1994'AND 16.0 MILES NORTHWEST OF N. WILKESBORO.  TO REACH STATION PROCEED
 FZ1994'FROM THE INTERSECTION OF NC 16 AND THE BLUE RIDGE PARKWAY.  GO
 FZ1994'SOUTH AND WEST ALONG THE PARKWAY FOR 4.0 MILES TO INTERSECTION OF
 FZ1994'SR 1165 AT CALLOWAY GAP.  TURN LEFT AND GO WEST ALONG SR 1165 FOR
 FZ1994'0.05 MILE TO A DIRT ROAD RIGHT, TURN RIGHT AND GO WEST ALONG DIRT
 FZ1994'ROAD FOR 0.9 MILE TO A WOODS ROAD LEFT, TURN LEFT AND GO
 FZ1994'SOUTHEAST FOR APPROXIMATELY 0.05 MILE TO A PASTURE GATE,
 FZ1994'GO THROUGH GATE FOR APPROXIMATELY 300 FEET TO A SECOND
 FZ1994'PASTURE GATE (POLE TYPE), GO THROUGH GATE AND CONTINUE UP
 FZ1994'SLOPE IN A SOUTHEAST DIRECTION FOR 0.3 MILE TO TOP OF CALLOWAY
 FZ1994'PEAK AND STATION.
 FZ1994'
 FZ1994'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED CALLOWAY
 FZ1994'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FZ1994'FLUSH WITH THE GROUND.
 FZ1994'
 FZ1994'MARK IS
 FZ1994'9.0 FEET E OF ALUMINUM REF. TAG IN 8 INCH DEAD LOCUST.
 FZ1994'125.3 FEET W OF ALUMINUM REF. TAG IN 10 INCH DEAD LOCUST.
 FZ1994'107.2 FEET WSW OF ALUMINUM REF. TAG ON CLUMP OF 4 WHITE PINES (AS
 FZ1994'ONE TREE).
 FZ1994'97.6 FEET SW OF ALUMINUM REF. TAG ON 20 INCH WHITE PINE.
 FZ1994'118.5 FEET S OF ALUMINUM REF. TAG ON 14 INCH LOCUST (DYING).
 FZ1994
 FZ1994                          STATION RECOVERY (1981)
 FZ1994
 FZ1994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FZ1994'THE STATION WAS RECOVERED AT THIS DATE.
 FZ1994'STATION IS IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 FZ1994'CORRECTION, SR 1165 IS NOW SR 1360.
 FZ1994'
 FZ1994'MARK IS NCGS STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9362 ***********************************************************************
 AF9362  DESIGNATION -  CALLOWAY
 AF9362  PID         -  AF9362
 AF9362  STATE/COUNTY-  NC/STOKES
 AF9362  USGS QUAD   -  PINNACLE (1987)
 AF9362
 AF9362                         *CURRENT SURVEY CONTROL
 AF9362  ___________________________________________________________________
 AF9362* NAD 83(2007)-  36 16 06.06936(N)    080 23 36.88252(W)     ADJUSTED  
 AF9362* NAVD 88     -       285.8    (meters)     938.     (feet)  VERTCON   
 AF9362  ___________________________________________________________________
 AF9362  EPOCH DATE  -        2002.00
 AF9362  X           -     859,201.790 (meters)                     COMP
 AF9362  Y           -  -5,076,445.877 (meters)                     COMP
 AF9362  Z           -   3,752,389.850 (meters)                     COMP
 AF9362  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AF9362  ELLIP HEIGHT-         252.395 (meters)          (02/10/07) ADJUSTED
 AF9362  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AF9362
 AF9362  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9362  Type    PID    Designation                      North   East  Ellip
 AF9362  -------------------------------------------------------------------
 AF9362  NETWORK AF9362 CALLOWAY                          0.53   0.47   1.20
 AF9362  -------------------------------------------------------------------
 AF9362
 AF9362.The horizontal coordinates were established by GPS observations
 AF9362.and adjusted by the National Geodetic Survey in February 2007.
 AF9362
 AF9362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9362.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9362.The horizontal coordinates are valid at the epoch date displayed above.
 AF9362.The epoch date for horizontal control is a decimal equivalence
 AF9362.of Year/Month/Day.
 AF9362
 AF9362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9362
 AF9362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9362
 AF9362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9362
 AF9362.The ellipsoidal height was determined by GPS observations
 AF9362.and is referenced to NAD 83.
 AF9362
 AF9362.The geoid height was determined by GEOID03.
 AF9362
 AF9362;                    North         East     Units Scale Factor Converg.
 AF9362;SPC NC       -   280,256.248   484,378.478   MT  1.00002997   -0 48 15.6
 AF9362;SPC NC       -   919,474.04  1,589,165.06   sFT  1.00002997   -0 48 15.6
 AF9362;UTM  17      - 4,013,883.874   554,469.870   MT  0.99963656   +0 21 31.5
 AF9362
 AF9362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9362!SPC NC       -   0.99996039  x   1.00002997  =   0.99999036
 AF9362!UTM  17      -   0.99996039  x   0.99963656  =   0.99959696
 AF9362
 AF9362                          SUPERSEDED SURVEY CONTROL
 AF9362
 AF9362  NAD 83(2001)-  36 16 06.06999(N)    080 23 36.88252(W) AD(       ) 1
 AF9362  ELLIP H (03/13/03)  252.373  (m)                       GP(       ) 4 2
 AF9362  NAD 83(1986)-  36 16 06.07720(N)    080 23 36.88873(W) AD(       ) 1
 AF9362  NGVD 29 (07/20/98)  286.0    (m)          938.     (f) GPS OBS     3  
 AF9362
 AF9362.Superseded values are not recommended for survey control.
 AF9362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9362.See file dsdata.txt to determine how the superseded data were derived.
 AF9362
 AF9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA5447013884(NAD 83)
 AF9362_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9362_STAMPING: CALLOWAY 1993
 AF9362_MARK LOGO: NCGS  
 AF9362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9362+STABILITY: SURFACE MOTION
 AF9362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9362+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9362
 AF9362  HISTORY     - Date     Condition        Report By
 AF9362  HISTORY     - 1993     MONUMENTED       NCGS
 AF9362
 AF9362                          STATION DESCRIPTION
 AF9362
 AF9362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9362'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) WEST-SOUTHWEST OF KING. ALONG
 AF9362'SR 1105 (MEADOWBROOK ROAD) FOR 1.05 MI (1.69 KM) WEST FROM THE
 AF9362'OVERPASS OF US 52, OR 0.1 MI (0.2 KM) WEST OF SR 1102 (CALLOWAY ROAD)
 AF9362', NEAR THE NORTHEAST CORNER OF LTD FARM AND GARDEN PROPERTY. NOTE--IN
 AF9362'ADDITION TO NCGS STATION--MEADOW 1933--THE COORDINATED TV TOWERS AND
 AF9362'LOOKOUT TOWER ON SAURATOWN MOUNTAIN WILL SERVE AS AZIMUTHS FOR THIS
 AF9362'STATION. MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.
 AF9362'LOCATED 22.7 FT (6.9 M) SOUTH OF THE CENTERLINE OF THE ROAD, 52.0 FT
 AF9362'(15.8 M) WEST OF THE CENTERLINE OF THE EAST GRAVEL DRIVEWAY, 78.5 FT
 AF9362'(23.9 M) EAST OF A FIRE HYDRANT, 19.3 FT (5.9 M) WEST-NORTHWEST OF A
 AF9362'TELEPHONE PEDESTAL BESIDE A CUT OFF POLE WITH A REFERENCE TAG, AND
 AF9362'29.4 FT (9.0 M) NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AF9362'BIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1182 ***********************************************************************
 FA1182  DESIGNATION -  CALVARY
 FA1182  PID         -  FA1182
 FA1182  STATE/COUNTY-  NC/STANLY
 FA1182  USGS QUAD   -  ALBEMARLE (1993)
 FA1182
 FA1182                         *CURRENT SURVEY CONTROL
 FA1182  ___________________________________________________________________
 FA1182* NAD 83(2001)-  35 15 23.68707(N)    080 09 31.02498(W)     ADJUSTED  
 FA1182* NAVD 88     -       147.481  (meters)     483.86   (feet)  ADJUSTED  
 FA1182  ___________________________________________________________________
 FA1182  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FA1182  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA1182  DYNAMIC HT  -         147.350 (meters)     483.43  (feet)  COMP
 FA1182  MODELED GRAV-     979,740.1   (mgal)                       NAVD 88
 FA1182
 FA1182  HORZ ORDER  -  SECOND
 FA1182  VERT ORDER  -  SECOND    CLASS II
 FA1182
 FA1182.The horizontal coordinates were established by classical geodetic methods
 FA1182.and adjusted by the National Geodetic Survey in August 2005.
 FA1182
 FA1182.The orthometric height was determined by differential leveling
 FA1182.and adjusted in June 1991.
 FA1182
 FA1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1182
 FA1182.The geoid height was determined by GEOID03.
 FA1182
 FA1182.The dynamic height is computed by dividing the NAVD 88
 FA1182.geopotential number by the normal gravity value computed on the
 FA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1182.degrees latitude (g = 980.6199 gals.).
 FA1182
 FA1182.The modeled gravity was interpolated from observed gravity values.
 FA1182
 FA1182;                    North         East     Units Scale Factor Converg.
 FA1182;SPC NC       -   167,740.018   504,180.145   MT  0.99987260   -0 40 07.4
 FA1182;SPC NC       -   550,327.04  1,654,131.03   sFT  0.99987260   -0 40 07.4
 FA1182;UTM  17      - 3,901,821.794   576,537.987   MT  0.99967219   +0 29 08.5
 FA1182
 FA1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1182!SPC NC       -   0.99998162  x   0.99987260  =   0.99985422
 FA1182!UTM  17      -   0.99998162  x   0.99967219  =   0.99965382
 FA1182
 FA1182|---------------------------------------------------------------------|
 FA1182| PID    Reference Object                     Distance      Geod. Az  |
 FA1182|                                                           dddmmss.s |
 FA1182| FA1183 LONA                                166.206 METERS 17801     |
 FA1182| FA1181 GRAGG                               APPROX. 0.9 KM 3325115.7 |
 FA1182|---------------------------------------------------------------------|
 FA1182
 FA1182                          SUPERSEDED SURVEY CONTROL
 FA1182
 FA1182  NAD 83(1986)-  35 15 23.69976(N)    080 09 31.03599(W) AD(       ) 2
 FA1182  NAD 27      -  35 15 23.17767(N)    080 09 31.82378(W) AD(       ) 2
 FA1182  NGVD 29 (??/??/92)  147.733  (m)          484.69   (f) ADJ UNCH    2 2
 FA1182
 FA1182.Superseded values are not recommended for survey control.
 FA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1182.See file dsdata.txt to determine how the superseded data were derived.
 FA1182
 FA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7653801822(NAD 83)
 FA1182_MARKER: DD = SURVEY DISK
 FA1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1182_STAMPING: CALVARY 1974
 FA1182
 FA1182  HISTORY     - Date     Condition        Report By
 FA1182  HISTORY     - UNK      MONUMENTED
 FA1182  HISTORY     - 1974     GOOD             NCGS
 FA1182  HISTORY     - 19950109 MARK NOT FOUND   USPSQD
 FA1182
 FA1182                          STATION DESCRIPTION
 FA1182
 FA1182'DESCRIBED UNK
 FA1182'3.2 MI NW FROM NORWOOD.
 FA1182'CALVARY IS LOCATED APPROXIMATELY 6.7 MILES SSE OF ALBEMARLE, AND 1.0
 FA1182'MILE SSE OF SMALL COMMUNITY OF PORTERS.  TO REACH STATION FROM THE
 FA1182'INTERSECTION OF SR 1932 (ANSON AVENUE) AND SR 1740 (PEE DEE AVENUE)
 FA1182'WITH US 52 IN NORWOOD, PROCEED NW ALONG US 52 FOR 3.3 MILES TO A WOODS
 FA1182'ROAD ON THE RIGHT LEADING NE, AND STATION ON NORTH SIDE OF WOODS ROAD,
 FA1182'AND 0.05 MILE NORTH OF INTERSECTION WITH SR 1918.  36.3 FT. EAST OF
 FA1182'C/L OF US 52, 16.3 FT. NW OF C/L OF WOODS ROAD, 19.4 FT. SW OF 10 IN.
 FA1182'OAK WITH ALUMINUM REF. TAG, 24.5 FT. NW OF 6 IN. PINE WITH ALUMINUM
 FA1182'REF. TAG. AND 162.7 FT. NE OF PP WITH ALUMINUM REF. TAG. DISK IS SET
 FA1182'IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 FA1182
 FA1182                          STATION RECOVERY (1974)
 FA1182
 FA1182'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1182'CALVARY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1182'THE VICINITY OF NORWOOD, NORTH CAROLINA.
 FA1182'
 FA1182'CALVARY IS LOCATED APPROXIMATELY 3.2 MILES NW OF NORWOOD, AND
 FA1182'1.0 MILES SSE OF SMALL COMMUNITY OF PORTERS.  TO REACH STATION
 FA1182'FROM THE INTERSECTION OF SR 1932 (ANSON AVENUE) AND SR 1740 (PEE
 FA1182'DEE AVENUE) WITH U.S. 52 IN NORWOOD, PROCEED NW ALONG U.S. 52
 FA1182'FOR 3.3 MILES TO A WOODS ROAD ON THE RIGHT LEADING NE, AND
 FA1182'STATION ON NORTH SIDE OF WOODS ROAD.  AND 0.05 MILE NORTH OF
 FA1182'INTERSECTION WITH SR 1918.
 FA1182'
 FA1182'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1182'CALVARY 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1182'WHICH IS FLUSH WITH THE GROUND.
 FA1182'
 FA1182'MARK IS 36.3 FT E OF C/L OF U.S. 52
 FA1182'
 FA1182'16.3 FT NW OF C/L OF WOODS ROAD
 FA1182'
 FA1182'19.4 FT SW OF 10 IN OAK WITH ALUMINUM REF. TAG
 FA1182'
 FA1182'24.5 FT NW OF 6 IN PINE WITH ALUMINUM REF. TAG
 FA1182'
 FA1182'162.7 FT NE OF PP WITH ALUMINUM REF. TAG
 FA1182
 FA1182                          STATION RECOVERY (1995)
 FA1182
 FA1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1760 ***********************************************************************
 FZ1760  DESIGNATION -  CALVARY
 FZ1760  PID         -  FZ1760
 FZ1760  STATE/COUNTY-  NC/SURRY
 FZ1760  USGS QUAD   -  DOBSON (1994)
 FZ1760
 FZ1760                         *CURRENT SURVEY CONTROL
 FZ1760  ___________________________________________________________________
 FZ1760* NAD 83(2001)-  36 29 39.95564(N)    080 38 00.80753(W)     ADJUSTED  
 FZ1760* NAVD 88     -       339.8    (meters)    1115.     (feet)  VERTCON   
 FZ1760  ___________________________________________________________________
 FZ1760  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FZ1760  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 FZ1760  HORZ ORDER  -  SECOND
 FZ1760
 FZ1760.The horizontal coordinates were established by classical geodetic methods
 FZ1760.and adjusted by the National Geodetic Survey in August 2005.
 FZ1760
 FZ1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1760
 FZ1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1760
 FZ1760.The geoid height was determined by GEOID03.
 FZ1760
 FZ1760;                    North         East     Units Scale Factor Converg.
 FZ1760;SPC NC       -   305,670.489   463,229.316   MT  1.00010799   -0 56 34.2
 FZ1760;SPC NC       - 1,002,853.93  1,519,778.18   sFT  1.00010799   -0 56 34.2
 FZ1760;UTM  17      - 4,038,852.891   532,819.257   MT  0.99961327   +0 13 04.6
 FZ1760
 FZ1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1760!SPC NC       -   0.99995188  x   1.00010799  =   1.00005986
 FZ1760!UTM  17      -   0.99995188  x   0.99961327  =   0.99956516
 FZ1760
 FZ1760:                Primary Azimuth Mark                     Grid Az
 FZ1760:SPC NC       -  CRITZ                                    303 00 54.7
 FZ1760:UTM  17      -  CRITZ                                    301 51 15.9
 FZ1760
 FZ1760|---------------------------------------------------------------------|
 FZ1760| PID    Reference Object                     Distance      Geod. Az  |
 FZ1760|                                                           dddmmss.s |
 FZ1760| FZ1761 CRITZ                               APPROX. 0.8 KM 3020420.5 |
 FZ1760| FZ1772 SNOW                                423.679 METERS 3575819.3 |
 FZ1760|---------------------------------------------------------------------|
 FZ1760
 FZ1760                          SUPERSEDED SURVEY CONTROL
 FZ1760
 FZ1760  NAD 83(1993)-  36 29 39.96025(N)    080 38 00.81779(W) AD(       ) 2
 FZ1760  NAD 83(1986)-  36 29 39.96325(N)    080 38 00.81454(W) AD(       ) 2
 FZ1760  NAD 27      -  36 29 39.48655(N)    080 38 01.58021(W) AD(       ) 2
 FZ1760  NGVD 29 (07/19/86)  340.0    (m)         1115.     (f) VERT ANG    3  
 FZ1760
 FZ1760.Superseded values are not recommended for survey control.
 FZ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1760.See file dsdata.txt to determine how the superseded data were derived.
 FZ1760
 FZ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3281938853(NAD 83)
 FZ1760_MARKER: DE = TRAVERSE STATION DISK
 FZ1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1760+STABILITY: SURFACE MOTION
 FZ1760
 FZ1760  HISTORY     - Date     Condition        Report By
 FZ1760  HISTORY     - 1964     MONUMENTED       NCGS
 FZ1760  HISTORY     - 19860101 MARK NOT FOUND   NCGS
 FZ1760
 FZ1760                          STATION DESCRIPTION
 FZ1760
 FZ1760'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FZ1760'CALVARY IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FZ1760'ESTABLISHED IN THE VICINITY OF MOUNT AIRY, NORTH CAROLINA.
 FZ1760'
 FZ1760'CALVARY IS 1.5 MILES W OF MOUNT AIRY, LOCATED 0.5 MILES S
 FZ1760'ALONG SR 1394 FROM INTERSECTION WITH NC 89.  0.4 MILES N ALONG
 FZ1760'SR 1394 FROM FRANKLIN SCHOOL.  E OF SR 1394 AND SE OF CALVARY
 FZ1760'BAPTIST CHURCH AND ACROSS ROAD IN YARD OF HENDERSON JOHNSON.
 FZ1760'STATION IS IN NW CORNER OF YARD.
 FZ1760'
 FZ1760'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1760'CALVARY 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 FZ1760'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FZ1760'
 FZ1760'MARK IS
 FZ1760'
 FZ1760'19.0 FT E OF C/L OF SR 1394
 FZ1760'
 FZ1760'8.0 FT S OF 3 LEAD NAILS IN PP
 FZ1760'
 FZ1760'30.3 FT S OF 50 INCH OAK
 FZ1760'
 FZ1760'14.2 FT N OF C/L OF DRIVE
 FZ1760'
 FZ1760'47.6 FT SW OF SW CORNER OF TWO STORY W FRAME HOUSE
 FZ1760'
 FZ1760'360.0 FT NW OF TRIPLE MAPLE
 FZ1760'
 FZ1760'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1760
 FZ1760                          STATION RECOVERY (1986)
 FZ1760
 FZ1760'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (DRS)
 FZ1760'STATION WAS APPARENTLY DESTROYED WHEN A NEW CONCRETE DRIVEWAY WAS PUT
 FZ1760'IN.  MARK WAS SEARCHED FOR WITH EDM AND THEODOLITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3537 ***********************************************************************
 FB3537  DESIGNATION -  CALVARY
 FB3537  PID         -  FB3537
 FB3537  STATE/COUNTY-  NC/MACON
 FB3537  USGS QUAD   -  PRENTISS (1978)
 FB3537
 FB3537                         *CURRENT SURVEY CONTROL
 FB3537  ___________________________________________________________________
 FB3537* NAD 83(2001)-  35 02 15.87903(N)    083 23 04.14047(W)     ADJUSTED  
 FB3537* NAVD 88     -       644.3    (meters)    2114.     (feet)  VERTCON   
 FB3537  ___________________________________________________________________
 FB3537  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 FB3537  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FB3537  HORZ ORDER  -  SECOND
 FB3537
 FB3537.The horizontal coordinates were established by classical geodetic methods
 FB3537.and adjusted by the National Geodetic Survey in August 2005.
 FB3537
 FB3537.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3537
 FB3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3537
 FB3537.The geoid height was determined by GEOID03.
 FB3537
 FB3537;                    North         East     Units Scale Factor Converg.
 FB3537;SPC NC       -   151,681.941   209,711.868   MT  0.99987953   -2 31 50.1
 FB3537;SPC NC       -   497,643.17    688,029.69   sFT  0.99987953   -2 31 50.1
 FB3537;SPC GA W     -   558,890.687   771,364.894   MT  0.99996275   +0 26 56.7
 FB3537;SPC GA W     - 1,833,627.20  2,530,719.66   sFT  0.99996275   +0 26 56.7
 FB3537;UTM  17      - 3,879,828.132   282,490.325   MT  1.00018311   -1 22 10.2
 FB3537
 FB3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3537!SPC NC       -   0.99990336  x   0.99987953  =   0.99978291
 FB3537!SPC GA W     -   0.99990336  x   0.99996275  =   0.99986612
 FB3537!UTM  17      -   0.99990336  x   1.00018311  =   1.00008646
 FB3537
 FB3537                          SUPERSEDED SURVEY CONTROL
 FB3537
 FB3537  NAD 83(1995)-  35 02 15.87906(N)    083 23 04.14028(W) AD(       ) 2
 FB3537  NAD 83(1986)-  35 02 15.88532(N)    083 23 04.15665(W) AD(       ) 2
 FB3537  NGVD 29 (09/18/91)  644.3    (m)         2114.     (f) VERT ANG    3  
 FB3537
 FB3537.Superseded values are not recommended for survey control.
 FB3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3537.See file dsdata.txt to determine how the superseded data were derived.
 FB3537
 FB3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8249079828(NAD 83)
 FB3537_MARKER: DE = TRAVERSE STATION DISK
 FB3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3537_STAMPING: CALVARY 1978
 FB3537_MARK LOGO: NCGS  
 FB3537_PROJECTION: RECESSED 5 CENTIMETERS
 FB3537_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3537+STABILITY: SURFACE MOTION
 FB3537
 FB3537  HISTORY     - Date     Condition        Report By
 FB3537  HISTORY     - 1978     MONUMENTED       NCGS
 FB3537  HISTORY     - 20050524 SEE DESCRIPTION  NCGS
 FB3537
 FB3537                          STATION DESCRIPTION
 FB3537
 FB3537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3537'THE STATION IS LOCATED ALONG US 441, APPROXIMATELY 1.4 MILES SOUTH OF
 FB3537'OTTO AND 10.0 MILES SOUTH OF FRANKLIN.
 FB3537'
 FB3537'TO REACH THE STATION FROM THE OTTO POST OFFICE, PROCEED SOUTH ALONG
 FB3537'US 441 FOR 1.35 MILES TO STATION IN RIGHT SHOULDER, 0.10 MILE NORTH OF
 FB3537'SR 1108.
 FB3537'
 FB3537'STATION MARK IS A STANDARD DISK STAMPED---CALVARY 1978---SET IN TOP OF
 FB3537'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK
 FB3537'IS 23.0 FEET WEST OF THE CENTERLINE OF US 441, 39.8 FEET SOUTH OF A
 FB3537'TELEPHONE POLE WITH REFERENCE TAG, 23.9 FEET SOUTH-SOUTHEAST OF
 FB3537'TELEPHONE PEDESTAL, 73.9 FEET SOUTHEAST OF SOUTHEAST CORNER BARN, AND
 FB3537'42.9 FEET SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF US 441 AND
 FB3537'DRIVEWAY.
 FB3537
 FB3537                          STATION RECOVERY (2005)
 FB3537
 FB3537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (MDB)
 FB3537'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.
 FB3537'NAVIGATING WITH A HANDHELD GPS UNIT PLACE THE MARK IN THE CENTERLINE
 FB3537'OF THE SOUTH BOUND LANES OF US 441.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA6083 ***********************************************************************
 AA6083  DESIGNATION -  CALVARY
 AA6083  PID         -  AA6083
 AA6083  STATE/COUNTY-  NC/HENDERSON
 AA6083  USGS QUAD   -  SKYLAND (1991)
 AA6083
 AA6083                         *CURRENT SURVEY CONTROL
 AA6083  ___________________________________________________________________
 AA6083* NAD 83(2001)-  35 26 33.26824(N)    082 30 21.95694(W)     ADJUSTED  
 AA6083* NAVD 88     -       680.     (meters)    2231.     (feet)  SCALED    
 AA6083  ___________________________________________________________________
 AA6083  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 AA6083  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AA6083  HORZ ORDER  -  SECOND
 AA6083
 AA6083.The horizontal coordinates were established by classical geodetic methods
 AA6083.and adjusted by the National Geodetic Survey in August 2005.
 AA6083
 AA6083.The orthometric height was scaled from a topographic map.
 AA6083
 AA6083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6083
 AA6083.The geoid height was determined by GEOID03.
 AA6083
 AA6083;                    North         East     Units Scale Factor Converg.
 AA6083;SPC NC       -   193,378.062   291,373.702   MT  0.99987812   -2 01 25.0
 AA6083;SPC NC       -   634,441.19    955,948.55   sFT  0.99987812   -2 01 25.0
 AA6083;UTM  17      - 3,923,166.663   363,304.851   MT  0.99983027   -0 52 24.6
 AA6083
 AA6083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6083!SPC NC       -   0.99989798  x   0.99987812  =   0.99977612
 AA6083!UTM  17      -   0.99989798  x   0.99983027  =   0.99972827
 AA6083
 AA6083                          SUPERSEDED SURVEY CONTROL
 AA6083
 AA6083  NAD 83(1995)-  35 26 33.27363(N)    082 30 21.95630(W) AD(       ) 2
 AA6083  NAD 83(1986)-  35 26 33.27465(N)    082 30 21.95706(W) AD(       ) 2
 AA6083
 AA6083.Superseded values are not recommended for survey control.
 AA6083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6083.See file dsdata.txt to determine how the superseded data were derived.
 AA6083
 AA6083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6330523167(NAD 83)
 AA6083_MARKER: DE = TRAVERSE STATION DISK
 AA6083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6083_SP_SET: CONCRETE POST
 AA6083_STAMPING: CALVARY 1984
 AA6083_MARK LOGO: NCGS  
 AA6083_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AA6083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6083+STABILITY: SURFACE MOTION
 AA6083
 AA6083  HISTORY     - Date     Condition        Report By
 AA6083  HISTORY     - 1984     MONUMENTED       NCGS
 AA6083  HISTORY     - 20011018 SEE DESCRIPTION  NCGS
 AA6083
 AA6083                          STATION DESCRIPTION
 AA6083
 AA6083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ESL)
 AA6083'STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH-NORTHWEST OF FLETCHER,
 AA6083'9.1 MI (14.6 KM) NORTH-NORTHWEST OF HENDERSONVILLE. AT THE
 AA6083'INTERSECTION OF US 25 AND SR 1547 (OLD AIRPORT ROAD) NEAR FLETCHER.
 AA6083'MARK PROJECTS 3 INCHES ABOVE GROUND AND IS 6 FEET HIGHER THAN US 25.
 AA6083'LOCATED 32.2 FT (9.8 M) WEST-SOUTHWEST OF CENTERLINE OF US 25, 7.8 FT
 AA6083'(2.4 M) WEST-SOUTHWEST OF CENTER OF FIRE HYDRANT--AND 13.0 FT (4.0 M)
 AA6083'NORTHWEST OF 8-INCH POPLAR, 17.9 FT (5.5 M) EAST OF 24-INCH WHITE
 AA6083'PINE, 31.8 FT (9.7 M) NORTH-NORTHWEST OF TELEPHONE POLE, 16.0 FT (4.9
 AA6083'M) SOUTH OF POWER BRACE POLE--ALL WITH REFERENCE TAGS.
 AA6083
 AA6083                          STATION RECOVERY (2001)
 AA6083
 AA6083'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (MDB)
 AA6083'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9528 ***********************************************************************
 AE9528  HT_MOD      -  This is a Height Modernization Survey Station.
 AE9528  DESIGNATION -  CALVERT
 AE9528  PID         -  AE9528
 AE9528  STATE/COUNTY-  NC/PITT
 AE9528  USGS QUAD   -  GRIMESLAND (1979)
 AE9528
 AE9528                         *CURRENT SURVEY CONTROL
 AE9528  ___________________________________________________________________
 AE9528* NAD 83(2007)-  35 33 36.06231(N)    077 11 01.48161(W)     ADJUSTED  
 AE9528* NAVD 88     -        13.55   (meters)      44.5    (feet)  GPS OBS   
 AE9528  ___________________________________________________________________
 AE9528  EPOCH DATE  -        2002.00
 AE9528  X           -   1,152,275.799 (meters)                     COMP
 AE9528  Y           -  -5,065,108.997 (meters)                     COMP
 AE9528  Z           -   3,688,573.835 (meters)                     COMP
 AE9528  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AE9528  ELLIP HEIGHT-         -22.806 (meters)          (02/10/07) ADJUSTED
 AE9528  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 AE9528
 AE9528  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE9528  Type    PID    Designation                      North   East  Ellip
 AE9528  -------------------------------------------------------------------
 AE9528  NETWORK AE9528 CALVERT                           1.04   0.78   1.90
 AE9528  -------------------------------------------------------------------
 AE9528
 AE9528.The horizontal coordinates were established by GPS observations
 AE9528.and adjusted by the National Geodetic Survey in February 2007.
 AE9528
 AE9528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE9528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE9528.The horizontal coordinates are valid at the epoch date displayed above.
 AE9528.The epoch date for horizontal control is a decimal equivalence
 AE9528.of Year/Month/Day.
 AE9528
 AE9528.The orthometric height was determined by GPS observations and a
 AE9528.high-resolution geoid model.
 AE9528.The orthometric height was determined by GPS observations and a
 AE9528.high-resolution geoid model using precise GPS observation and
 AE9528.processing techniques.
 AE9528
 AE9528.Photographs are available for this station.
 AE9528
 AE9528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9528
 AE9528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9528
 AE9528.The ellipsoidal height was determined by GPS observations
 AE9528.and is referenced to NAD 83.
 AE9528
 AE9528.The geoid height was determined by GEOID03.
 AE9528
 AE9528;                    North         East     Units Scale Factor Converg.
 AE9528;SPC NC       -   202,292.645   774,238.482   MT  0.99988702   +1 02 53.8
 AE9528;SPC NC       -   663,688.45  2,540,147.42   sFT  0.99988702   +1 02 53.8
 AE9528;UTM  18      - 3,937,343.803   302,081.196   MT  1.00008274   -1 16 13.4
 AE9528
 AE9528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9528!SPC NC       -   1.00000358  x   0.99988702  =   0.99989060
 AE9528!UTM  18      -   1.00000358  x   1.00008274  =   1.00008632
 AE9528
 AE9528                          SUPERSEDED SURVEY CONTROL
 AE9528
 AE9528  NAD 83(1986)-  35 33 36.07378(N)    077 11 01.49147(W) AD(       ) 1
 AE9528  NAD 83(2001)-  35 33 36.06292(N)    077 11 01.48114(W) AD(       ) 1
 AE9528  ELLIP H (02/27/04)  -22.799  (m)                       GP(       ) 4 1
 AE9528  NAD 83(1986)-  35 33 36.07333(N)    077 11 01.48777(W) AD(       ) 2
 AE9528  NGVD 29 (04/29/98)   14.0    (m)           46.     (f) VERT ANG    3  
 AE9528
 AE9528.Superseded values are not recommended for survey control.
 AE9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9528.See file dsdata.txt to determine how the superseded data were derived.
 AE9528
 AE9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE0208137344(NAD 83)
 AE9528_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9528_STAMPING: CALVERT 1983
 AE9528_MARK LOGO: NCGS  
 AE9528_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9528+STABILITY: SURFACE MOTION
 AE9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9528+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AE9528
 AE9528  HISTORY     - Date     Condition        Report By
 AE9528  HISTORY     - 1983     MONUMENTED       NCGS
 AE9528  HISTORY     - 20030319 GOOD             NCGS
 AE9528
 AE9528                          STATION DESCRIPTION
 AE9528
 AE9528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE9528'STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) EAST-SOUTHEAST OF
 AE9528'GRIMESLAND. ALONG NC 33 FOR 0.7 KM (0.45 MI) EAST OF THE GRIMESLAND
 AE9528'POST OFFICE, OR 235 FEET (71.6 M) SOUTHEAST OF SR 1568, ON
 AE9528'PROLONGATION OF TWO STORY FRAME HOUSE. MARK IS RECESSED 3 INCHES BELOW
 AE9528'GROUND.  LOCATED 4.9 M (16.1 FT) NORTHEAST OF THE CENTERLINE OF NC 33,
 AE9528'15.6 M (51.2 FT) SOUTHWEST OF A 24-INCH PECAN--AND 7.0 M (23.0 FT)
 AE9528'WEST OF A POWER POLE 1822, 14.2 M (46.6 FT) NORTH OF A POWER POLE WITH
 AE9528'A DUSK TO DAWN LIGHT--BOTH WITH REFERENCE TAGS.
 AE9528
 AE9528                          STATION RECOVERY (2003)
 AE9528
 AE9528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 AE9528'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 AE9528'POWER POLE (1882) IS NOW (NHG61).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5062 ***********************************************************************
 EZ5062  DESIGNATION -  CALVIN
 EZ5062  PID         -  EZ5062
 EZ5062  STATE/COUNTY-  NC/WAKE
 EZ5062  USGS QUAD   -  RALEIGH EAST (1993)
 EZ5062
 EZ5062                         *CURRENT SURVEY CONTROL
 EZ5062  ___________________________________________________________________
 EZ5062* NAD 83(2001)-  35 52 07.60727(N)    078 35 07.53210(W)     ADJUSTED  
 EZ5062* NAVD 88     -       103.2    (meters)     339.     (feet)  VERTCON   
 EZ5062  ___________________________________________________________________
 EZ5062  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 EZ5062  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ5062  HORZ ORDER  -  SECOND
 EZ5062
 EZ5062.The horizontal coordinates were established by classical geodetic methods
 EZ5062.and adjusted by the National Geodetic Survey in August 2005.
 EZ5062
 EZ5062.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5062
 EZ5062.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5062
 EZ5062.The geoid height was determined by GEOID03.
 EZ5062
 EZ5062;                    North         East     Units Scale Factor Converg.
 EZ5062;SPC NC       -   235,119.807   647,039.892   MT  0.99993046   +0 14 21.4
 EZ5062;SPC NC       -   771,388.90  2,122,830.05   sFT  0.99993046   +0 14 21.4
 EZ5062;UTM  17      - 3,972,086.785   718,000.192   MT  1.00018564   +1 24 55.2
 EZ5062
 EZ5062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5062!SPC NC       -   0.99998897  x   0.99993046  =   0.99991943
 EZ5062!UTM  17      -   0.99998897  x   1.00018564  =   1.00017460
 EZ5062
 EZ5062                          SUPERSEDED SURVEY CONTROL
 EZ5062
 EZ5062  NAD 83(1986)-  35 52 07.61152(N)    078 35 07.54041(W) AD(       ) 2
 EZ5062  NAD 27      -  35 52 07.07943(N)    078 35 08.53659(W) AD(       ) 2
 EZ5062  NGVD 29 (07/19/86)  103.5    (m)          340.     (f) VERT ANG    3  
 EZ5062
 EZ5062.Superseded values are not recommended for survey control.
 EZ5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5062.See file dsdata.txt to determine how the superseded data were derived.
 EZ5062
 EZ5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800072087(NAD 83)
 EZ5062_MARKER: DE = TRAVERSE STATION DISK
 EZ5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ5062
 EZ5062  HISTORY     - Date     Condition        Report By
 EZ5062  HISTORY     - 1965     MONUMENTED       NCGS
 EZ5062  HISTORY     - 1972     SEE DESCRIPTION  NCGS
 EZ5062
 EZ5062                          STATION DESCRIPTION
 EZ5062
 EZ5062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ5062'CALVIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5062'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ5062'
 EZ5062'CALVIN IS 6.8 MILES NE OF RALEIGH AND 1.6 MILES NE OF
 EZ5062'MILLBROOK.  LOCATED 0.3 MILES SW ALONG SR 2030 (OLD U.S. 1) FROM
 EZ5062'Y INTERSECTION OF U.S. 1 AND SR 2030 (OLD U.S. 1).  0.7 MILES
 EZ5062'NE OF BRIDGE OVER SEABOARD AIRLINE RR ON SR 2030.  0.4 MILES NE
 EZ5062'OF SR 2039.  ON NW SIDE OF SR 2030 AT CALVIN RAY ASPHALT AND
 EZ5062'PAVING SIGN.
 EZ5062'
 EZ5062'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ5062'CALVIN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ5062'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5062'
 EZ5062'MARK IS
 EZ5062'
 EZ5062'24.0 FT N OF C/L OF SR 2030
 EZ5062'
 EZ5062'15.8 FT N OF YELLOW ARROW PAINTED ON OLD U.S. 1
 EZ5062'
 EZ5062'19.0 FT SE OF S POST OF CALVIN RAY ASPHALT AND PAV. SIGN WITH
 EZ5062'ALUMINUM REF. TAG
 EZ5062'
 EZ5062'22.2 FT SE OF N POST OF SAME SIGN WITH ALUMINUM REF. TAG
 EZ5062'
 EZ5062'92.6 FT S OF SERVICE POLE AT TRAILER
 EZ5062'
 EZ5062'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ5062
 EZ5062                          STATION RECOVERY (1972)
 EZ5062
 EZ5062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ5062'DESTROYED.  TOP BROKEN OFF, REPLACED IN VICINITY BY CALVIN 2, 1972.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1614 ***********************************************************************
 FW1614  DESIGNATION -  CALVIN
 FW1614  PID         -  FW1614
 FW1614  STATE/COUNTY-  NC/CURRITUCK
 FW1614  USGS QUAD   -  KNOTTS ISLAND (1971)
 FW1614
 FW1614                         *CURRENT SURVEY CONTROL
 FW1614  ___________________________________________________________________
 FW1614* NAD 83(2001)-  36 33 00.75298(N)    075 55 40.72908(W)     ADJUSTED  
 FW1614* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 FW1614  ___________________________________________________________________
 FW1614  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 FW1614  GEOID HEIGHT-         -38.26  (meters)                     GEOID03
 FW1614  HORZ ORDER  -  SECOND
 FW1614
 FW1614.The horizontal coordinates were established by classical geodetic methods
 FW1614.and adjusted by the National Geodetic Survey in August 2005.
 FW1614
 FW1614.The orthometric height was scaled from a topographic map.
 FW1614
 FW1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1614
 FW1614.The geoid height was determined by GEOID03.
 FW1614
 FW1614;                    North         East     Units Scale Factor Converg.
 FW1614;SPC NC       -   314,912.414   884,640.805   MT  1.00012966   +1 46 23.1
 FW1614;SPC NC       - 1,033,175.14  2,902,359.04   sFT  1.00012966   +1 46 23.1
 FW1614;SPC VA S     - 1,027,204.876 3,730,263.395   MT  1.00004633   +1 33 39.7
 FW1614;SPC VA S     - 3,370,088.00 12,238,372.49   sFT  1.00004633   +1 33 39.7
 FW1614;UTM  18      - 4,045,378.059   416,947.101   MT  0.99968498   -0 33 09.6
 FW1614
 FW1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1614!SPC NC       -   1.00000542  x   1.00012966  =   1.00013508
 FW1614!SPC VA S     -   1.00000542  x   1.00004633  =   1.00005175
 FW1614!UTM  18      -   1.00000542  x   0.99968498  =   0.99969040
 FW1614
 FW1614|---------------------------------------------------------------------|
 FW1614| PID    Reference Object                     Distance      Geod. Az  |
 FW1614|                                                           dddmmss.s |
 FW1614| FW1613 BOUNDARY MONUMENT 2 NC VA            22.421 METERS 00621     |
 FW1614| FW1612 BOUNDARY MONUMENT 1 NC VA           APPROX. 4.4 KM 0894421.9 |
 FW1614| FW1806 CALVIN RM 2                          27.499 METERS 15827     |
 FW1614| FW1620 COREYS LOOKOUT TOWER                APPROX. 3.4 KM 2483046.0 |
 FW1614| FW1807 CALVIN RM 3                          22.970 METERS 27612     |
 FW1614|---------------------------------------------------------------------|
 FW1614
 FW1614                          SUPERSEDED SURVEY CONTROL
 FW1614
 FW1614  NAD 83(1993)-  36 33 00.75663(N)    075 55 40.73285(W) AD(       ) 2
 FW1614  NAD 83(1986)-  36 33 00.76929(N)    075 55 40.75938(W) AD(       ) 2
 FW1614  NAD 27      -  36 33 00.21500(N)    075 55 42.02800(W) AD(       ) 2
 FW1614
 FW1614.Superseded values are not recommended for survey control.
 FW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1614.See file dsdata.txt to determine how the superseded data were derived.
 FW1614
 FW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1694745378(NAD 83)
 FW1614_MARKER: DS = TRIANGULATION STATION DISK
 FW1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1614_STAMPING: CALVIN 1934
 FW1614_MARK LOGO: CGS   
 FW1614_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1614+STABILITY: SURFACE MOTION
 FW1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FW1614+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1989
 FW1614
 FW1614  HISTORY     - Date     Condition        Report By
 FW1614  HISTORY     - 1934     MONUMENTED       CGS
 FW1614  HISTORY     - 1960     GOOD             CGS
 FW1614  HISTORY     - 1969     GOOD             CGS
 FW1614  HISTORY     - 19891115 GOOD             NCGS
 FW1614
 FW1614                          STATION DESCRIPTION
 FW1614
 FW1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC)
 FW1614'STATION IS ON KNOTT ISLAND AT THE STATE LINE, ABOUT 12 MILES E
 FW1614'OF MOYOCK.  THE STATION IS ON THE W SIDE OF THE ROAD IN THE NE
 FW1614'CORNER OF A FENCED-IN LOT, 11.5 FEET S OF N FENCE AND 18.5
 FW1614'FEET W OF E FENCE.
 FW1614'
 FW1614'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 FW1614'DISKS SET IN CONCRETE.
 FW1614'
 FW1614'REFERENCE MARK NO.1, THE AZIMUTH MARK, IS 0.3 MILE E OF STATION
 FW1614'ON THE PROPERTY OF CALVIN WILLIAMS.  IT IS 3 FEET S OF THE S
 FW1614'FENCE AT GATE ACROSS THE ROAD.  REFERENCE MARK NO.2 IS SSE OF
 FW1614'STATION AT CORNER OF FENCE AT S END OF GATE.  IT IS 3 FEET S
 FW1614'OF N FENCE, AND 2 FEET W OF E FENCE.  REFERENCE MARK NO.3 IS W
 FW1614'OF STATION AND 3 FEET S OF FENCE.
 FW1614'
 FW1614'TO REACH FROM PRINCESS ANNE, VIRGINIA, PROCEED ACROSS RAILROAD
 FW1614'TRACKS, AT 2.4 KEEP RIGHT AT NIMMO CHURCH, AT 3.1 KEEP RIGHT,
 FW1614'AT 5.4 PASS THROUGH PUNGO, AT 10.5 KEEP RIGHT AT BACK BAY
 FW1614'FILLING STATION, AT 14.4 BEAR RIGHT ON PAVEMENT AT TOWN OF
 FW1614'CREEDS, KEEPING ON HIGHWAY 615, AT 17.4 TAKE RIGHT ON HIGHWAY
 FW1614'615 AT HOSTAGE STORE AND GASOLINE STATION, AT 21.6 REACH
 FW1614'COREYS LOOKOUT TOWER, AT 23.6 TURN LEFT ON T-ROAD AT QUALITY
 FW1614'SERVICE STATION, AT 24.6 REACH STATION ON RIGHT SIDE OF ROAD.
 FW1614'
 FW1614'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 FW1614
 FW1614                          STATION RECOVERY (1960)
 FW1614
 FW1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 FW1614'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 FW1614'FENCE LINE HAS BEEN REMOVED AROUND THE STATION.  THE FENCE NEAR
 FW1614'REFERENCE MARK NO. 2 HAS BEEN MOVED.  A COMPLETE NEW
 FW1614'DESCRIPTION FOLLOWS--
 FW1614'
 FW1614'STATION IS LOCATED ON KNOTT ISLAND AT THE VIRGINIA-NORTH
 FW1614'CAROLINA STATE LINE AND ABOUT 12 MILES EAST OF MOYOCK AND 20
 FW1614'MILES SOUTH OF PONGO, VA.  IT IS 37 FEET WEST OF THE CENTER
 FW1614'OF THE ROAD, 73.64 FEET SOUTH OF VIRGINIA-NORTH CAROLINA
 FW1614'MONUMENT NO. 2 AND 2 FEET WEST OF A CGS WITNESS SIGN.  THE MARK
 FW1614'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CALVIN
 FW1614'1934.
 FW1614'
 FW1614'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 0.3 MILE EAST OF THE
 FW1614'STATION.  IT IS AT THE SOUTH END ON THE GATE ACROSS THE ROAD
 FW1614'LEADING TO A HOUSE.  THE MARK PROJECTS AND IS STAMPED CALVIN NO
 FW1614'1 1934.
 FW1614'
 FW1614'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  IT IS 21.5 FEET
 FW1614'WEST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF A FENCE.  THE
 FW1614'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CALVIN NO 2
 FW1614'1934.
 FW1614'
 FW1614'REFERENCE MARK NO. 3 IS WEST OF THE STATION AND 1 FOOT NORTH
 FW1614'OF THE FENCELINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 FW1614'DISK IS STAMPED CALVIN NO 3 1934.
 FW1614'
 FW1614'TO REACH THE STATION FROM PONGO, VIRGINIA, GO SOUTH ON STATE
 FW1614'HIGHWAY 615 FOR 13 MILES TO THE NORTH CAROLINA STATE LINE.  CONTINUE
 FW1614'ON NORTH CAROLINA HIGHWAY 1254 FOR 4.7 MILES TO STATE HIGHWAY 1255,
 FW1614'TURN LEFT ON HIGHWAY 1255 AND GO 0.9 MILE TO THE VIRGINIA STATE
 FW1614'LINE AND STATION AS DESCRIBED.
 FW1614
 FW1614                          STATION RECOVERY (1969)
 FW1614
 FW1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ALP)
 FW1614'STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1960 AND ALL
 FW1614'MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1960 DESCRIPTION
 FW1614'IS ADEQUATE.
 FW1614'
 FW1614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FW1614'12 MILES EAST OF MOYOCK.
 FW1614
 FW1614                          STATION RECOVERY (1989)
 FW1614
 FW1614'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 FW1614'RECOVERED AS DESCRIBED.  STATION IS LOCATED 14 MI (22.5 KM) EAST OF
 FW1614'MOYOCK. PROCEED ALONG VA 615 FROM THE STATE LINE SOUTH THEN EAST FOR
 FW1614'4.7 MI (7.6 KM) TO SR 1255, THENCE LEFT AND GO 0.9 MI (1.4 KM) TO THE
 FW1614'STATE LINE AND STATION AS DESCRIBED. LOCATED 3.0 FT (0.9 M) NORTHEAST
 FW1614'OF A METAL UNDERGROUND CABLE WARNING POST, AND 10.0 FT (3.0 M)
 FW1614'SOUTHWEST OF A WILDLIFE DISK--WC 108 1962--BESIDE A 7-FOOT HIGH
 FW1614'METAL--NATIONAL WILDLIFE REFUGE--SIGN POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6499 ***********************************************************************
 EZ6499  DESIGNATION -  CALVIN
 EZ6499  PID         -  EZ6499
 EZ6499  STATE/COUNTY-  NC/ORANGE
 EZ6499  USGS QUAD   -  SAXAPAHAW (1977)
 EZ6499
 EZ6499                         *CURRENT SURVEY CONTROL
 EZ6499  ___________________________________________________________________
 EZ6499* NAD 83(2001)-  35 57 09.40125(N)    079 15 36.03508(W)     ADJUSTED  
 EZ6499* NAVD 88     -       176.8    (meters)     580.     (feet)  VERTCON   
 EZ6499  ___________________________________________________________________
 EZ6499  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 EZ6499  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 EZ6499  HORZ ORDER  -  SECOND
 EZ6499
 EZ6499.The horizontal coordinates were established by classical geodetic methods
 EZ6499.and adjusted by the National Geodetic Survey in August 2005.
 EZ6499
 EZ6499.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6499
 EZ6499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6499
 EZ6499.The geoid height was determined by GEOID03.
 EZ6499
 EZ6499;                    North         East     Units Scale Factor Converg.
 EZ6499;SPC NC       -   244,373.518   586,145.028   MT  0.99994729   -0 09 00.3
 EZ6499;SPC NC       -   801,748.78  1,923,044.15   sFT  0.99994729   -0 09 00.3
 EZ6499;UTM  17      - 3,980,091.596   656,922.512   MT  0.99990343   +1 01 18.4
 EZ6499
 EZ6499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6499!SPC NC       -   0.99997703  x   0.99994729  =   0.99992432
 EZ6499!UTM  17      -   0.99997703  x   0.99990343  =   0.99988046
 EZ6499
 EZ6499                          SUPERSEDED SURVEY CONTROL
 EZ6499
 EZ6499  NAD 83(1986)-  35 57 09.40464(N)    079 15 36.04636(W) AD(       ) 2
 EZ6499  NGVD 29 (07/16/92)  177.1    (m)          581.     (f) VERT ANG    3  
 EZ6499
 EZ6499.Superseded values are not recommended for survey control.
 EZ6499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6499.See file dsdata.txt to determine how the superseded data were derived.
 EZ6499
 EZ6499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5692380092(NAD 83)
 EZ6499_MARKER: DE = TRAVERSE STATION DISK
 EZ6499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6499_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6499+STABILITY: SURFACE MOTION
 EZ6499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6499+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 EZ6499
 EZ6499  HISTORY     - Date     Condition        Report By
 EZ6499  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6499  HISTORY     - 20040630 GOOD             USPSQD
 EZ6499  HISTORY     - 20060727 GOOD             USPSQD
 EZ6499
 EZ6499                          STATION DESCRIPTION
 EZ6499
 EZ6499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 EZ6499'STATION IS LOCATED ABOUT 3.4 MILES EAST OF SAXAPAHAW AND
 EZ6499'7.3 MILES SOUTHEAST OF SWEPSONVILLE.
 EZ6499'
 EZ6499'PROCEED ALONG NC 54, 0.65 MILE EAST FROM THE ORANGE-ALAMANCE COUNTY
 EZ6499'LINE (WEST OF OAKS), TO THE SR 1007-SR 1961 CROSSROADS, THENCE
 EZ6499'SOUTHWEST ALONG SR 1961 (SAXAPAHAW ROAD) FOR 0.2 MILE TO BETHLEHEM
 EZ6499'CHURCH AND STATION IN SOUTHWEST CORNER OF CHURCH YARD.
 EZ6499'
 EZ6499'THE STATION IS A STANDARD NCGS DISK
 EZ6499'STAMPED---CALVIN 1983---,
 EZ6499'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EZ6499'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 EZ6499'12.9 METERS (42.4 FT) NORTH OF CENTERLINE OF ROAD,
 EZ6499'5.1 METERS (16.8 FT) SOUTHEAST OF CENTERLINE OF DRIVWEWAY,
 EZ6499'3.2 METERS (10.4 FT) WEST OF 12 INCH PERSIMMON,
 EZ6499'15.8 METERS (51.9 FT) SOUTH-SOUTHWEST OF 24 INCH HICKORY,
 EZ6499'19.1 METERS (62.7 FT) SOUTHEAST OF 20 INCH CEDAR,
 EZ6499'20.8 METERS (68.2 FT) SOUTH-SOUTHEAST OF SOUTH END OF ROBERT LEE
 EZ6499'AND ADDIE CRAWFORD HEADSTONE AND
 EZ6499'34.7 METERS (113.9 FT) WEST-SOUTHWEST OF WEST EDGE OF WELL COVER.
 EZ6499'
 EZ6499'MARK IS 3 FEET ABOVE ROAD.
 EZ6499
 EZ6499                          STATION RECOVERY (2004)
 EZ6499
 EZ6499'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 EZ6499'RECOVERED IN GOOD CONDITION.
 EZ6499
 EZ6499                          STATION RECOVERY (2006)
 EZ6499
 EZ6499'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ6499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1818 ***********************************************************************
 AI1818  DESIGNATION -  CALVIN
 AI1818  PID         -  AI1818
 AI1818  STATE/COUNTY-  NC/CHATHAM
 AI1818  USGS QUAD   -  BEAR CREEK (1980)
 AI1818
 AI1818                         *CURRENT SURVEY CONTROL
 AI1818  ___________________________________________________________________
 AI1818* NAD 83(2007)-  35 31 43.43099(N)    079 29 22.40126(W)     ADJUSTED  
 AI1818* NAVD 88     -       160.1    (meters)     525.     (feet)  GPS OBS   
 AI1818  ___________________________________________________________________
 AI1818  EPOCH DATE  -        2002.00
 AI1818  X           -     947,948.306 (meters)                     COMP
 AI1818  Y           -  -5,109,473.322 (meters)                     COMP
 AI1818  Z           -   3,685,837.782 (meters)                     COMP
 AI1818  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AI1818  ELLIP HEIGHT-         129.274 (meters)          (02/10/07) ADJUSTED
 AI1818  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AI1818
 AI1818  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI1818  Type    PID    Designation                      North   East  Ellip
 AI1818  -------------------------------------------------------------------
 AI1818  NETWORK AI1818 CALVIN                            1.41   1.06   2.31
 AI1818  -------------------------------------------------------------------
 AI1818
 AI1818.The horizontal coordinates were established by GPS observations
 AI1818.and adjusted by the National Geodetic Survey in February 2007.
 AI1818
 AI1818.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI1818.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI1818.The horizontal coordinates are valid at the epoch date displayed above.
 AI1818.The epoch date for horizontal control is a decimal equivalence
 AI1818.of Year/Month/Day.
 AI1818
 AI1818.The orthometric height was determined by GPS observations and a
 AI1818.high-resolution geoid model.
 AI1818
 AI1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1818
 AI1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1818
 AI1818.The ellipsoidal height was determined by GPS observations
 AI1818.and is referenced to NAD 83.
 AI1818
 AI1818.The geoid height was determined by GEOID03.
 AI1818
 AI1818;                    North         East     Units Scale Factor Converg.
 AI1818;SPC NC       -   197,425.110   565,205.253   MT  0.99988424   -0 16 57.2
 AI1818;SPC NC       -   647,718.88  1,854,344.23   sFT  0.99988424   -0 16 57.2
 AI1818;UTM  17      - 3,932,728.953   636,943.255   MT  0.99983110   +0 52 40.3
 AI1818
 AI1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1818!SPC NC       -   0.99997971  x   0.99988424  =   0.99986395
 AI1818!UTM  17      -   0.99997971  x   0.99983110  =   0.99981081
 AI1818
 AI1818                          SUPERSEDED SURVEY CONTROL
 AI1818
 AI1818  NAD 83(2001)-  35 31 43.43105(N)    079 29 22.40161(W) AD(       ) 1
 AI1818  ELLIP H (03/13/03)  129.293  (m)                       GP(       ) 4 2
 AI1818  NAD 83(1986)-  35 31 43.43761(N)    079 29 22.40943(W) AD(       ) 1
 AI1818
 AI1818.Superseded values are not recommended for survey control.
 AI1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1818.See file dsdata.txt to determine how the superseded data were derived.
 AI1818
 AI1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3694332729(NAD 83)
 AI1818_MARKER: DH = HORIZONTAL CONTROL DISK
 AI1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1818_STAMPING: CALVIN 1989
 AI1818_MARK LOGO: NCGS  
 AI1818_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1818+STABILITY: SURFACE MOTION
 AI1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1818+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI1818
 AI1818  HISTORY     - Date     Condition        Report By
 AI1818  HISTORY     - 1989     MONUMENTED       NCGS
 AI1818
 AI1818                          STATION DESCRIPTION
 AI1818
 AI1818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1818'STATION IS LOCATED ABOUT 6.46 KM (4.00 MI) SOUTHEAST OF BENNETT AND
 AI1818'21.63 KM (13.45 MI) SOUTH OF SILER CITY. ALONG NC 42 FOR 3.4 KM (2.10
 AI1818'MI) EAST FROM NC 22 TO SR 2318 (RONALD SCOTT-CALVIN PHILLIPS ROAD), IN
 AI1818'SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS ABOUT 1 FOOT (0.3 M)
 AI1818'LOWER THAN ROAD AND FLUSH WITH GROUND. LOCATED 17.85 M (58.56 FT)
 AI1818'SOUTH OF THE CENTERLINE OF NC 42, 12.85 M (42.16 FT) NORTHWEST OF THE
 AI1818'CENTERLINE OF SR 2318, 3.05 M (10.01 FT) NORTHWEST OF THE CENTER OF A
 AI1818'CATCH BASIN, 22.65 M (74.31 FT) SOUTHWEST OF A FIRE HYDRANT, 23.3 M
 AI1818'(76.4 FT) EAST OF A ROAD CULVERT, AND 36.8 M (120.7 FT) NORTH OF A
 AI1818'TELEPHONE PEDESTAL (BESIDE CUTOFF POLE) WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5085 ***********************************************************************
 EZ5085  DESIGNATION -  CALVIN 2
 EZ5085  PID         -  EZ5085
 EZ5085  STATE/COUNTY-  NC/WAKE
 EZ5085  USGS QUAD   -  RALEIGH EAST (1993)
 EZ5085
 EZ5085                         *CURRENT SURVEY CONTROL
 EZ5085  ___________________________________________________________________
 EZ5085* NAD 83(2001)-  35 52 07.81421(N)    078 35 07.25966(W)     ADJUSTED  
 EZ5085* NAVD 88     -       103.38   (+/-2cm)     339.2    (feet)  VERTCON   
 EZ5085  ___________________________________________________________________
 EZ5085  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 EZ5085  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 EZ5085  HORZ ORDER  -  SECOND
 EZ5085  VERT ORDER  -  THIRD ? (See Below)
 EZ5085
 EZ5085.The horizontal coordinates were established by classical geodetic methods
 EZ5085.and adjusted by the National Geodetic Survey in August 2005.
 EZ5085
 EZ5085.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5085.The vertical order pertains to the NGVD 29 superseded value.
 EZ5085
 EZ5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5085
 EZ5085.The geoid height was determined by GEOID03.
 EZ5085
 EZ5085;                    North         East     Units Scale Factor Converg.
 EZ5085;SPC NC       -   235,126.213   647,046.699   MT  0.99993047   +0 14 21.6
 EZ5085;SPC NC       -   771,409.92  2,122,852.38   sFT  0.99993047   +0 14 21.6
 EZ5085;UTM  17      - 3,972,093.331   718,006.868   MT  1.00018567   +1 24 55.4
 EZ5085
 EZ5085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5085!SPC NC       -   0.99998894  x   0.99993047  =   0.99991941
 EZ5085!UTM  17      -   0.99998894  x   1.00018567  =   1.00017461
 EZ5085
 EZ5085                          SUPERSEDED SURVEY CONTROL
 EZ5085
 EZ5085  NAD 83(1986)-  35 52 07.81826(N)    078 35 07.26812(W) AD(       ) 2
 EZ5085  NAD 27      -  35 52 07.28693(N)    078 35 08.26348(W) AD(       ) 2
 EZ5085  NGVD 29 (07/19/86)  103.66   (m)          340.1    (f) LEVELING    3  
 EZ5085
 EZ5085.Superseded values are not recommended for survey control.
 EZ5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5085.See file dsdata.txt to determine how the superseded data were derived.
 EZ5085
 EZ5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800772093(NAD 83)
 EZ5085_MARKER: DE = TRAVERSE STATION DISK
 EZ5085_SETTING: 0 = UNSPECIFIED SETTING
 EZ5085_STAMPING: CALVIN 2 1972
 EZ5085_MARK LOGO: NCGS  
 EZ5085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ5085
 EZ5085  HISTORY     - Date     Condition        Report By
 EZ5085  HISTORY     - 1972     MONUMENTED       LOCENG
 EZ5085  HISTORY     - 1976     MARK NOT FOUND   NCGS
 EZ5085
 EZ5085                          STATION DESCRIPTION
 EZ5085
 EZ5085'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JWC)
 EZ5085'CALVIN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ5085'THE VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA.
 EZ5085'
 EZ5085'CALVIN 2 IS LOCATED APPROXIMATELY 1.7 MILES NE OF MILLBROOK, AND 06.8
 EZ5085'MILE NNE OF CAPITOL SQUARE IN RALEIGH.  TO REACH STATION FROM
 EZ5085'INTERSECTION OF US 1 WITH SR 2030 (OLD US 1) NE OF RALEIGH, PROCEED
 EZ5085'SW ALONG SR 2030 FOR 0.4 MILES TO STATION ON THE RIGHT ON HIGHWAY
 EZ5085'R/W.  0.45 MILE NE OF INTERSECTION WITH SR 2039, APPROXIMATELY 110
 EZ5085'FEET SOUTH OF SE CORNER OF CALVIN RAY CONTRACTORS OFFICE
 EZ5085'BUILDING, AND ON 2 FOOT BANK.
 EZ5085'
 EZ5085'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK
 EZ5085'STAMPED---CALVIN 2 1972---,
 EZ5085'SET IN A PRECAST MONUMENT, THE TOP OF WHICH IS FLUSH WITH THE
 EZ5085'GROUND.
 EZ5085'
 EZ5085'MARK IS
 EZ5085'30.6 FEET NNW OF A C/L OF SR 2030.
 EZ5085'45.9 FEET ENE OF A SOUTHMOST 4 X 4 SIGN POST W/ALUMINUM REF. TAG.
 EZ5085'83.6 FEET SSE OF A SERVICE POLE W/ALUMINUM REF. TAG.
 EZ5085'60.5 FEET W OF A WEST END CONCRETE CULVERT UNDER DIRT DRIVE TO
 EZ5085'PAVING COMPANY.
 EZ5085
 EZ5085                          STATION RECOVERY (1976)
 EZ5085
 EZ5085'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ5085'CALVIN 2 1972 DESTROYED - DUE TO GRADING.
 EZ5085'
 EZ5085'NEAREST TOWN--1.7 MI. NE OF MILLBROOK AND 6.8 MI. NNE OF RALEIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI1819 ***********************************************************************
 AI1819  DESIGNATION -  CALVIN AZ MK
 AI1819  PID         -  AI1819
 AI1819  STATE/COUNTY-  NC/CHATHAM
 AI1819  USGS QUAD   -  BEAR CREEK (1980)
 AI1819
 AI1819                         *CURRENT SURVEY CONTROL
 AI1819  ___________________________________________________________________
 AI1819* NAD 83(2001)-  35 31 29.34009(N)    079 29 29.02381(W)     ADJUSTED  
 AI1819* NAVD 88     -       159.2    (meters)     522.     (feet)  VERT ANG  
 AI1819  ___________________________________________________________________
 AI1819  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AI1819  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 AI1819  HORZ ORDER  -  SECOND
 AI1819
 AI1819.The horizontal coordinates were established by classical geodetic methods
 AI1819.and adjusted by the National Geodetic Survey in August 2005.
 AI1819
 AI1819.The orthometric height was determined by vertical angle observations.
 AI1819
 AI1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1819
 AI1819.The geoid height was determined by GEOID03.
 AI1819
 AI1819;                    North         East     Units Scale Factor Converg.
 AI1819;SPC NC       -   196,991.715   565,036.279   MT  0.99988391   -0 17 01.0
 AI1819;SPC NC       -   646,296.98  1,853,789.86   sFT  0.99988391   -0 17 01.0
 AI1819;UTM  17      - 3,932,292.249   636,783.101   MT  0.99983056   +0 52 36.2
 AI1819
 AI1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1819!SPC NC       -   0.99997985  x   0.99988391  =   0.99986376
 AI1819!UTM  17      -   0.99997985  x   0.99983056  =   0.99981041
 AI1819
 AI1819                          SUPERSEDED SURVEY CONTROL
 AI1819
 AI1819  NAD 83(1986)-  35 31 29.34666(N)    079 29 29.03163(W) AD(       ) 2
 AI1819
 AI1819.Superseded values are not recommended for survey control.
 AI1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1819.See file dsdata.txt to determine how the superseded data were derived.
 AI1819
 AI1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV3678332292(NAD 83)
 AI1819_MARKER: DZ = AZIMUTH MARK DISK
 AI1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1819_STAMPING: CALVIN 1989
 AI1819_MARK LOGO: NCGS  
 AI1819_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1819+STABILITY: SURFACE MOTION
 AI1819
 AI1819  HISTORY     - Date     Condition        Report By
 AI1819  HISTORY     - 1989     MONUMENTED       NCGS
 AI1819
 AI1819                          STATION DESCRIPTION
 AI1819
 AI1819'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AI1819'STATION IS LOCATED ABOUT 6.63 KM (4.10 MI) SOUTHEAST OF BENNETT AND
 AI1819'22.08 KM (13.70 MI) SOUTH OF SILER CITY. PROCEED ALONG NC 42 FOR 3.4
 AI1819'KM (2.10 MI) EAST FROM NC 22, THENCE SOUTH ALONG SR 2318 (CALVIN
 AI1819'PHILLIPS ROAD) FOR 0.5 KM (0.30 MI) TO STATION BETWEEN THE DITCH AND
 AI1819'FENCE. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND.  LOCATED 7.4 M
 AI1819'(24.3 FT) SOUTHEAST OF THE CENTERLINE OF ROAD, 37.55 M (123.20 FT)
 AI1819'SOUTHWEST OF THE SOUTH END OF A FIELD ROAD CULVERT, 0.6 M (2.0 FT)
 AI1819'NORTHWEST OF A FENCE LINE--AND 1.35 M (4.43 FT) WEST-SOUTHWEST OF A
 AI1819'FENCE POST, 1.0 M (3.3 FT) NORTH OF A FENCE POST, 41.12 M (134.91 FT)
 AI1819'SOUTH OF A 25-INCH OAK--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2179 ***********************************************************************
 EZ2179  DESIGNATION -  CALYPSO
 EZ2179  PID         -  EZ2179
 EZ2179  STATE/COUNTY-  NC/DUPLIN
 EZ2179  USGS QUAD   -  MOUNT OLIVE (1977)
 EZ2179
 EZ2179                         *CURRENT SURVEY CONTROL
 EZ2179  ___________________________________________________________________
 EZ2179* NAD 83(2001)-  35 09 44.60682(N)    078 06 27.70906(W)     ADJUSTED  
 EZ2179* NAVD 88     -        49.299  (meters)     161.74   (feet)  ADJUSTED  
 EZ2179  ___________________________________________________________________
 EZ2179  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 EZ2179  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 EZ2179  DYNAMIC HT  -          49.254 (meters)     161.59  (feet)  COMP
 EZ2179  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 EZ2179
 EZ2179  HORZ ORDER  -  SECOND
 EZ2179  VERT ORDER  -  SECOND    CLASS I
 EZ2179
 EZ2179.The horizontal coordinates were established by classical geodetic methods
 EZ2179.and adjusted by the National Geodetic Survey in August 2005.
 EZ2179
 EZ2179.The orthometric height was determined by differential leveling
 EZ2179.and adjusted in June 1991.
 EZ2179
 EZ2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2179
 EZ2179.The geoid height was determined by GEOID03.
 EZ2179
 EZ2179.The dynamic height is computed by dividing the NAVD 88
 EZ2179.geopotential number by the normal gravity value computed on the
 EZ2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2179.degrees latitude (g = 980.6199 gals.).
 EZ2179
 EZ2179.The modeled gravity was interpolated from observed gravity values.
 EZ2179
 EZ2179;                    North         East     Units Scale Factor Converg.
 EZ2179;SPC NC       -   157,041.714   690,885.321   MT  0.99987380   +0 30 54.0
 EZ2179;SPC NC       -   515,227.69  2,266,679.59   sFT  0.99987380   +0 30 54.0
 EZ2179;UTM  17      - 3,894,883.065   763,442.931   MT  1.00045541   +1 39 59.8
 EZ2179
 EZ2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2179!SPC NC       -   0.99999776  x   0.99987380  =   0.99987156
 EZ2179!UTM  17      -   0.99999776  x   1.00045541  =   1.00045317
 EZ2179
 EZ2179:                Primary Azimuth Mark                     Grid Az
 EZ2179:SPC NC       -  HERMAN                                   026 58 17.0
 EZ2179:UTM  17      -  HERMAN                                   025 49 11.2
 EZ2179
 EZ2179|---------------------------------------------------------------------|
 EZ2179| PID    Reference Object                     Distance      Geod. Az  |
 EZ2179|                                                           dddmmss.s |
 EZ2179| EZ2180 HERMAN                              APPROX. 1.4 KM 0272911.0 |
 EZ2179|---------------------------------------------------------------------|
 EZ2179
 EZ2179                          SUPERSEDED SURVEY CONTROL
 EZ2179
 EZ2179  NAD 83(1986)-  35 09 44.61799(N)    078 06 27.71807(W) AD(       ) 2
 EZ2179  NAD 27      -  35 09 44.02812(N)    078 06 28.74952(W) AD(       ) 2
 EZ2179  NGVD 29 (??/??/92)   49.586  (m)          162.68   (f) ADJ UNCH    2 1
 EZ2179
 EZ2179.Superseded values are not recommended for survey control.
 EZ2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2179.See file dsdata.txt to determine how the superseded data were derived.
 EZ2179
 EZ2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU6344394883(NAD 83)
 EZ2179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EZ2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2179+STABILITY: SURFACE MOTION
 EZ2179
 EZ2179  HISTORY     - Date     Condition        Report By
 EZ2179  HISTORY     - 1968     MONUMENTED       NCGS
 EZ2179
 EZ2179                          STATION DESCRIPTION
 EZ2179
 EZ2179'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EZ2179'CALYPSO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2179'IN THE VICINITY OF CALYPSO, NORTH CAROLINA.
 EZ2179'
 EZ2179'CALYPSO IS LOCATED APPROXIMATELY 0.6 MILE NORTH OF THE CENTER
 EZ2179'OF CALYPSO.  TO REACH STATION PROCEED FROM THE INTERSECTION
 EZ2179'OF NC 55 WITH U.S. 117 BYPASS, GO SOUTH ON U.S. 117 FOR 4.25
 EZ2179'MILES TO STATION.  WHICH IS ON THE WEST BANK OF U.S. 117 S
 EZ2179'BOUND LANE AND 0.85 MILE NORTH OF U.S. 117 BRIDGE OVER SEABOARD
 EZ2179'COAST LINE RR.
 EZ2179'
 EZ2179'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2179'CALYPSO 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ2179'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2179'
 EZ2179'MARK IS
 EZ2179'
 EZ2179'65.7 FT WNW OF U.S. 117 S BOUND LANE
 EZ2179'
 EZ2179'63.4 FT SSW OF PP WITH ALUMINUM REF. TAG ON W SIDE OF U.S. 117
 EZ2179'
 EZ2179'68.2 FT S OF LOWER END OF GUY CABLE TO PP
 EZ2179'
 EZ2179'24.4 FT WNW OF C/L OF U.S. 117 W DITCH
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9083 ***********************************************************************
 AF9083  DESIGNATION -  CAM
 AF9083  PID         -  AF9083
 AF9083  STATE/COUNTY-  NC/HYDE
 AF9083  USGS QUAD   -  PONZER (1983)
 AF9083
 AF9083                         *CURRENT SURVEY CONTROL
 AF9083  ___________________________________________________________________
 AF9083* NAD 83(2001)-  35 31 35.90104(N)    076 26 30.91173(W)     ADJUSTED  
 AF9083* NAVD 88     -         0.82   (meters)       2.7    (feet)  LEVELING  
 AF9083  ___________________________________________________________________
 AF9083  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AF9083  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 AF9083  HORZ ORDER  -  SECOND
 AF9083  VERT ORDER  -  THIRD ?
 AF9083
 AF9083.The horizontal coordinates were established by classical geodetic methods
 AF9083.and adjusted by the National Geodetic Survey in August 2005.
 AF9083
 AF9083.The orthometric height was determined by differential leveling.
 AF9083.The vertical network tie was performed by a horz. field party for horz.
 AF9083.obs reductions. Reset procedures were used to establish the elevation.
 AF9083
 AF9083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9083
 AF9083.The geoid height was determined by GEOID03.
 AF9083
 AF9083;                    North         East     Units Scale Factor Converg.
 AF9083;SPC NC       -   200,072.485   841,565.040   MT  0.99988406   +1 28 35.2
 AF9083;SPC NC       -   656,404.48  2,761,034.64   sFT  0.99988406   +1 28 35.2
 AF9083;UTM  18      - 3,932,403.909   369,266.483   MT  0.99981062   -0 50 16.8
 AF9083
 AF9083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9083!SPC NC       -   1.00000576  x   0.99988406  =   0.99988982
 AF9083!UTM  18      -   1.00000576  x   0.99981062  =   0.99981638
 AF9083
 AF9083                          SUPERSEDED SURVEY CONTROL
 AF9083
 AF9083  NAD 83(1986)-  35 31 35.91166(N)    076 26 30.92736(W) AD(       ) 2
 AF9083
 AF9083.Superseded values are not recommended for survey control.
 AF9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9083.See file dsdata.txt to determine how the superseded data were derived.
 AF9083
 AF9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6926632404(NAD 83)
 AF9083_MARKER: DE = TRAVERSE STATION DISK
 AF9083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9083_STAMPING: CAM 1982
 AF9083_MARK LOGO: NCGS  
 AF9083_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF9083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9083+STABILITY: SURFACE MOTION
 AF9083
 AF9083  HISTORY     - Date     Condition        Report By
 AF9083  HISTORY     - 1982     MONUMENTED       NCGS
 AF9083
 AF9083                          STATION DESCRIPTION
 AF9083
 AF9083'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 AF9083'STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) NORTH OF SCRANTON AND 16.6
 AF9083'KM (10.30 MI) EAST OF BELHAVEN. ALONG US 264 FOR 3.2 KM (2.00 MI) EAST
 AF9083'FROM THE CENTER OF THE HIGHWAY BRIDGE OVER THE INTERCOASTAL WATER WAY,
 AF9083'IN THE NORTH SHOULDER AT A POWER POLE (189). MARK IS RECESSED 4 INCHES
 AF9083'BELOW GROUND.  LOCATED 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE
 AF9083'HIGHWAY, 4.0 M (13.1 FT) WEST OF A POWER POLE (189) WITH A REFERENCE
 AF9083'TAG, 13.4 M (44.0 FT) NORTH OF THE NORTH END OF A 6-FT HEADWALL ON THE
 AF9083'EAST SIDE OF THE HIGHWAY, AND 16.9 M (55.4 FT) NORTHEAST OF THE NORTH
 AF9083'END OF A 6-FT HEADWALL ON THE WEST SIDE OF THE HIGHWAY. ELEVATION
 AF9083'ESTABLISHED BY LEVEL TRANSFER IS 0.053 METERS (0.174 FT) ABOVE BENCH
 AF9083'MARK--HYD 11--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2090 ***********************************************************************
 AE2090  DESIGNATION -  CAM 1
 AE2090  PID         -  AE2090
 AE2090  STATE/COUNTY-  NC/CAMDEN
 AE2090  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2090
 AE2090                         *CURRENT SURVEY CONTROL
 AE2090  ___________________________________________________________________
 AE2090* NAD 83(1986)-  36 19 11.     (N)    076 09 40.     (W)     SCALED    
 AE2090* NAVD 88     -         1.655  (meters)       5.43   (feet)  ADJUSTED  
 AE2090  ___________________________________________________________________
 AE2090  GEOID HEIGHT-         -37.73  (meters)                     GEOID03
 AE2090  DYNAMIC HT  -           1.654 (meters)       5.43  (feet)  COMP
 AE2090  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 AE2090
 AE2090  VERT ORDER  -  SECOND    CLASS II
 AE2090
 AE2090.The horizontal coordinates were scaled from a topographic map and have
 AE2090.an estimated accuracy of +/- 6 seconds.
 AE2090
 AE2090.The orthometric height was determined by differential leveling
 AE2090.and adjusted in September 1997.
 AE2090
 AE2090.The geoid height was determined by GEOID03.
 AE2090
 AE2090.The dynamic height is computed by dividing the NAVD 88
 AE2090.geopotential number by the normal gravity value computed on the
 AE2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2090.degrees latitude (g = 980.6199 gals.).
 AE2090
 AE2090.The modeled gravity was interpolated from observed gravity values.
 AE2090
 AE2090;                    North         East    Units  Estimated Accuracy
 AE2090;SPC NC       -   288,720.      864,510.      MT  (+/- 180 meters Scaled)
 AE2090
 AE2090                          SUPERSEDED SURVEY CONTROL
 AE2090
 AE2090.No superseded survey control is available for this station.
 AE2090
 AE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF957200(NAD 83)
 AE2090_MARKER: DB = BENCH MARK DISK
 AE2090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2090_SP_SET: HEADWALL
 AE2090_STAMPING: CAM 1 1988
 AE2090_MARK LOGO: NCGS  
 AE2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2090+STABILITY: SURFACE MOTION
 AE2090
 AE2090  HISTORY     - Date     Condition        Report By
 AE2090  HISTORY     - 1988     MONUMENTED       NCGS
 AE2090
 AE2090                          STATION DESCRIPTION
 AE2090
 AE2090'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2090'STATION IS LOCATED IN CAMDEN. ALONG NC 343 FOR 1.45 KM (0.90 MI)
 AE2090'SOUTHEAST FROM NC 158 CROSSROADS, IN THE CENTER OF THE NORTHEAST
 AE2090'HEADWALL OF A SMALL DRAIN, ACROSS THE HIGHWAY FROM CAMDEN UNITED
 AE2090'METHODIST CHURCH. MARK IS LEVEL WITH HIGHWAY. LOCATED 4.10 M (13.45
 AE2090'FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 27.39 M (89.86 FT)
 AE2090'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE DRIVE CULVERT, AND
 AE2090'11.05 M (36.25 FT) WEST-NORTHWEST OF A TELEPHONE POLE WITH A REFERENCE
 AE2090'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2099 ***********************************************************************
 AE2099  DESIGNATION -  CAM 10
 AE2099  PID         -  AE2099
 AE2099  STATE/COUNTY-  NC/CAMDEN
 AE2099  USGS QUAD   -  SHILOH (1982)
 AE2099
 AE2099                         *CURRENT SURVEY CONTROL
 AE2099  ___________________________________________________________________
 AE2099* NAD 83(1986)-  36 17 39.     (N)    076 06 38.     (W)     SCALED    
 AE2099* NAVD 88     -         1.725  (meters)       5.66   (feet)  ADJUSTED  
 AE2099  ___________________________________________________________________
 AE2099  GEOID HEIGHT-         -37.96  (meters)                     GEOID03
 AE2099  DYNAMIC HT  -           1.723 (meters)       5.65  (feet)  COMP
 AE2099  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 AE2099
 AE2099  VERT ORDER  -  SECOND    CLASS II
 AE2099
 AE2099.The horizontal coordinates were scaled from a topographic map and have
 AE2099.an estimated accuracy of +/- 6 seconds.
 AE2099
 AE2099.The orthometric height was determined by differential leveling
 AE2099.and adjusted in September 1997.
 AE2099
 AE2099.The geoid height was determined by GEOID03.
 AE2099
 AE2099.The dynamic height is computed by dividing the NAVD 88
 AE2099.geopotential number by the normal gravity value computed on the
 AE2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2099.degrees latitude (g = 980.6199 gals.).
 AE2099
 AE2099.The modeled gravity was interpolated from observed gravity values.
 AE2099
 AE2099;                    North         East    Units  Estimated Accuracy
 AE2099;SPC NC       -   286,020.      869,130.      MT  (+/- 180 meters Scaled)
 AE2099
 AE2099                          SUPERSEDED SURVEY CONTROL
 AE2099
 AE2099.No superseded survey control is available for this station.
 AE2099
 AE2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF002171(NAD 83)
 AE2099_MARKER: DB = BENCH MARK DISK
 AE2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2099_STAMPING: CAM 10 1988
 AE2099_MARK LOGO: NCGS  
 AE2099_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2099+STABILITY: SURFACE MOTION
 AE2099
 AE2099  HISTORY     - Date     Condition        Report By
 AE2099  HISTORY     - 1988     MONUMENTED       NCGS
 AE2099
 AE2099                          STATION DESCRIPTION
 AE2099
 AE2099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2099'LOCATED ABOUT 6.7 KM (4.15 MI) SOUTHEAST OF CAMDEN.  ALONG NC 343 FOR
 AE2099'7.2 KM (4.45 MI) SOUTHEAST FROM US 158 CROSSROADS TO SR 1128 (BARTLETT
 AE2099'RD), IN THE SOUTHEAST QUADRANT OF THE T INTERSECTION, MARK IS LEVEL
 AE2099'WITH HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 6.30 M (20.67 FT) EAST
 AE2099'OF THE CENTERLINE OF THE HIGHWAY, 23.25 M (76.28 FT) SOUTH-SOUTHEAST
 AE2099'OF THE CENTERLINE OF THE T-INTERSECTION, 17.28 M (56.69 FT)
 AE2099'SOUTH-SOUTHWEST OF THE SOUTH END OF ROAD CULVERT, 15.93 M (52.26 FT)
 AE2099'NORTH-NORTHWEST OF A CABLE TELEVISION PEDESTAL--AND 15.87 M (52.07 FT)
 AE2099'EAST OF A TELEPHONE POLE, 17.45 M (57.25 FT) WEST-SOUTHWEST OF A POWER
 AE2099'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2101 ***********************************************************************
 AE2101  DESIGNATION -  CAM 11
 AE2101  PID         -  AE2101
 AE2101  STATE/COUNTY-  NC/CAMDEN
 AE2101  USGS QUAD   -  SHILOH (1982)
 AE2101
 AE2101                         *CURRENT SURVEY CONTROL
 AE2101  ___________________________________________________________________
 AE2101* NAD 83(1986)-  36 16 47.     (N)    076 06 27.     (W)     SCALED    
 AE2101* NAVD 88     -         1.098  (meters)       3.60   (feet)  ADJUSTED  
 AE2101  ___________________________________________________________________
 AE2101  GEOID HEIGHT-         -37.99  (meters)                     GEOID03
 AE2101  DYNAMIC HT  -           1.097 (meters)       3.60  (feet)  COMP
 AE2101  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 AE2101
 AE2101  VERT ORDER  -  SECOND    CLASS II
 AE2101
 AE2101.The horizontal coordinates were scaled from a topographic map and have
 AE2101.an estimated accuracy of +/- 6 seconds.
 AE2101
 AE2101.The orthometric height was determined by differential leveling
 AE2101.and adjusted in September 1997.
 AE2101
 AE2101.The geoid height was determined by GEOID03.
 AE2101
 AE2101.The dynamic height is computed by dividing the NAVD 88
 AE2101.geopotential number by the normal gravity value computed on the
 AE2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2101.degrees latitude (g = 980.6199 gals.).
 AE2101
 AE2101.The modeled gravity was interpolated from observed gravity values.
 AE2101
 AE2101;                    North         East    Units  Estimated Accuracy
 AE2101;SPC NC       -   284,430.      869,450.      MT  (+/- 180 meters Scaled)
 AE2101
 AE2101                          SUPERSEDED SURVEY CONTROL
 AE2101
 AE2101.No superseded survey control is available for this station.
 AE2101
 AE2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF005155(NAD 83)
 AE2101_MARKER: DB = BENCH MARK DISK
 AE2101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2101_SP_SET: HEADWALL
 AE2101_STAMPING: CAM 11 1988
 AE2101_MARK LOGO: NCGS  
 AE2101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2101+STABILITY: SURFACE MOTION
 AE2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2101+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 AE2101
 AE2101  HISTORY     - Date     Condition        Report By
 AE2101  HISTORY     - 1988     MONUMENTED       NCGS
 AE2101  HISTORY     - 20011204 GOOD             NCGS
 AE2101
 AE2101                          STATION DESCRIPTION
 AE2101
 AE2101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2101'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2101'NC 343 FOR 8.9 KM (5.55 MI) SOUTHEAST FROM US 158 CROSSROADS, OR ABOUT
 AE2101'0.29 KM (0.20 MI) SOUTHEAST OF SR 1124 (TAYLORS LANE), IN NORTH END OF
 AE2101'THE NORTHEAST HEADWALL. MARK IS ABOUT LEVEL WITH HIGHWAY. LOCATED 4.28
 AE2101'M (14.04 FT) EAST-NORTHEAST OF THE CENTERLINE OF HIGHWAY--AND 19.68 M
 AE2101'(64.57 FT) NORTHWEST OF A 12-INCH WILLOW, 17.95 M (58.89 FT) SOUTH OF
 AE2101'A 10-INCH PINE--BOTH WITH REFERENCE TAGS.
 AE2101
 AE2101                          STATION RECOVERY (2001)
 AE2101
 AE2101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2100 ***********************************************************************
 AE2100  DESIGNATION -  CAM 11 RM
 AE2100  PID         -  AE2100
 AE2100  STATE/COUNTY-  NC/CAMDEN
 AE2100  USGS QUAD   -  SHILOH (1982)
 AE2100
 AE2100                         *CURRENT SURVEY CONTROL
 AE2100  ___________________________________________________________________
 AE2100* NAD 83(1986)-  36 16 55.     (N)    076 06 33.     (W)     SCALED    
 AE2100* NAVD 88     -         1.789  (meters)       5.87   (feet)  ADJUSTED  
 AE2100  ___________________________________________________________________
 AE2100  GEOID HEIGHT-         -37.98  (meters)                     GEOID03
 AE2100  DYNAMIC HT  -           1.788 (meters)       5.87  (feet)  COMP
 AE2100  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 AE2100
 AE2100  VERT ORDER  -  SECOND    CLASS II
 AE2100
 AE2100.The horizontal coordinates were scaled from a topographic map and have
 AE2100.an estimated accuracy of +/- 6 seconds.
 AE2100
 AE2100.The orthometric height was determined by differential leveling
 AE2100.and adjusted in September 1997.
 AE2100
 AE2100.The geoid height was determined by GEOID03.
 AE2100
 AE2100.The dynamic height is computed by dividing the NAVD 88
 AE2100.geopotential number by the normal gravity value computed on the
 AE2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2100.degrees latitude (g = 980.6199 gals.).
 AE2100
 AE2100.The modeled gravity was interpolated from observed gravity values.
 AE2100
 AE2100;                    North         East    Units  Estimated Accuracy
 AE2100;SPC NC       -   284,670.      869,290.      MT  (+/- 180 meters Scaled)
 AE2100
 AE2100                          SUPERSEDED SURVEY CONTROL
 AE2100
 AE2100.No superseded survey control is available for this station.
 AE2100
 AE2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF003157(NAD 83)
 AE2100_MARKER: DB = BENCH MARK DISK
 AE2100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2100_SP_SET: APRON
 AE2100_STAMPING: CAM 11 RM 1988
 AE2100_MARK LOGO: NCGS  
 AE2100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2100+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 AE2100
 AE2100  HISTORY     - Date     Condition        Report By
 AE2100  HISTORY     - 1988     MONUMENTED       NCGS
 AE2100  HISTORY     - 20011204 GOOD             NCGS
 AE2100
 AE2100                          STATION DESCRIPTION
 AE2100
 AE2100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2100'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2100'NC 343 FOR 8.7 KM (5.40 MI) SOUTHEAST FROM US 158 CROSSROADS TO SR
 AE2100'1124 (TAYLORS LANE), ABOUT 135 FEET (41.1 M) SOUTHWEST OF THE
 AE2100'T-INTERSECTION, ON BACK SIDE OF--TAYLORS SERVICE CENTER--, BESIDE THE
 AE2100'EAST GATE POST OF A CHAIN LINK FENCE. MARK IS A P.K. NAIL AND NCGS
 AE2100'WASHER IN A CONCRETE APRON AND IS ABOUT LEVEL WITH THE ROAD. LOCATED
 AE2100'9.60 M (31.50 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF ROAD, 6.53 M
 AE2100'(21.42 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF CHAIN LINK FENCE,
 AE2100'AND 5.14 M (16.86 FT) SOUTHWEST OF THE EAST END OF A DRIVE CULVERT.
 AE2100
 AE2100                          STATION RECOVERY (2001)
 AE2100
 AE2100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2102 ***********************************************************************
 AE2102  DESIGNATION -  CAM 12
 AE2102  PID         -  AE2102
 AE2102  STATE/COUNTY-  NC/CAMDEN
 AE2102  USGS QUAD   -  SHILOH (1982)
 AE2102
 AE2102                         *CURRENT SURVEY CONTROL
 AE2102  ___________________________________________________________________
 AE2102* NAD 83(1986)-  36 16 23.     (N)    076 05 20.     (W)     SCALED    
 AE2102* NAVD 88     -         2.177  (meters)       7.14   (feet)  ADJUSTED  
 AE2102  ___________________________________________________________________
 AE2102  GEOID HEIGHT-         -38.08  (meters)                     GEOID03
 AE2102  DYNAMIC HT  -           2.175 (meters)       7.14  (feet)  COMP
 AE2102  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 AE2102
 AE2102  VERT ORDER  -  SECOND    CLASS II
 AE2102
 AE2102.The horizontal coordinates were scaled from a topographic map and have
 AE2102.an estimated accuracy of +/- 6 seconds.
 AE2102
 AE2102.The orthometric height was determined by differential leveling
 AE2102.and adjusted in September 1997.
 AE2102
 AE2102.The geoid height was determined by GEOID03.
 AE2102
 AE2102.The dynamic height is computed by dividing the NAVD 88
 AE2102.geopotential number by the normal gravity value computed on the
 AE2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2102.degrees latitude (g = 980.6199 gals.).
 AE2102
 AE2102.The modeled gravity was interpolated from observed gravity values.
 AE2102
 AE2102;                    North         East    Units  Estimated Accuracy
 AE2102;SPC NC       -   283,730.      871,140.      MT  (+/- 180 meters Scaled)
 AE2102
 AE2102                          SUPERSEDED SURVEY CONTROL
 AE2102
 AE2102.No superseded survey control is available for this station.
 AE2102
 AE2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF021147(NAD 83)
 AE2102_MARKER: DB = BENCH MARK DISK
 AE2102_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2102_SP_SET: PAVEMENT
 AE2102_STAMPING: CAM 12 1988
 AE2102_MARK LOGO: NCGS  
 AE2102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2102+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2102
 AE2102  HISTORY     - Date     Condition        Report By
 AE2102  HISTORY     - 1988     MONUMENTED       NCGS
 AE2102  HISTORY     - 20011203 SEE DESCRIPTION  NCGS
 AE2102
 AE2102                          STATION DESCRIPTION
 AE2102
 AE2102'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2102'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST OF CAMDEN, IN
 AE2102'SHILOH COMMUNITY. AT THE OLD CAMDEN HIGH SCHOOL BUILDING, NOW OCCUPIED
 AE2102'BY A GENERAL STORE, SERVICE STATION, AND RESTAURANT, IN CONCRETE
 AE2102'PAVEMENT BESIDE NORTHEAST CORNER OF A SMALL FRAME STOREHOUSE. MARK IS
 AE2102'ABOUT LEVEL WITH HIGHWAY. LOCATED 12.67 M (41.57 FT) NORTH OF THE
 AE2102'CENTERLINE OF NC 343, 17.66 M (57.94 FT) WEST OF THE WEST END OF THE
 AE2102'EAST DRIVE CULVERT, 4.39 M (14.40 FT) SOUTH-SOUTHEAST OF THE METAL
 AE2102'LAMP POLE IN GAS PUMP ISLAND, 0.50 M (1.64 FT) NORTH OF NORTHEAST
 AE2102'CORNER OF THE SMALL FRAME STOREHOUSE, AND 10.97 M (35.99 FT)
 AE2102'WEST-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AE2102
 AE2102                          STATION RECOVERY (2001)
 AE2102
 AE2102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2102'NOT FOUND PROBABLY DESTROYED.
 AE2102'REFERENCES FROM THE CENTERLINE AND POWER POLE FALL UNDER CONCRETE PAD
 AE2102'AROUND GAS PUMP ISLAND.
 AE2102'SMALL FRAME STOREHOUSE IS GONE.
 AE2102'REFERENCED OLD CAMDEN HIGH SCHOOL IS SHILOH HIGH SCHOOL BUILDING, NOW
 AE2102'OCCUPIED BY A GENERAL STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2117 ***********************************************************************
 AE2117  DESIGNATION -  CAM 13
 AE2117  PID         -  AE2117
 AE2117  STATE/COUNTY-  NC/CAMDEN
 AE2117  USGS QUAD   -  SHILOH (1982)
 AE2117
 AE2117                         *CURRENT SURVEY CONTROL
 AE2117  ___________________________________________________________________
 AE2117* NAD 83(2007)-  36 15 24.50437(N)    076 05 48.31209(W)     ADJUSTED  
 AE2117* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 AE2117  ___________________________________________________________________
 AE2117  EPOCH DATE  -        2002.00
 AE2117  X           -   1,237,257.929 (meters)                     COMP
 AE2117  Y           -  -4,998,312.753 (meters)                     COMP
 AE2117  Z           -   3,751,186.078 (meters)                     COMP
 AE2117  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 AE2117  ELLIP HEIGHT-         -36.246 (meters)          (02/10/07) ADJUSTED
 AE2117  GEOID HEIGHT-         -38.07  (meters)                     GEOID03
 AE2117  DYNAMIC HT  -           1.824 (meters)       5.98  (feet)  COMP
 AE2117
 AE2117  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2117  Type    PID    Designation                      North   East  Ellip
 AE2117  -------------------------------------------------------------------
 AE2117  NETWORK AE2117 CAM 13                            0.80   0.67   1.39
 AE2117  -------------------------------------------------------------------
 AE2117  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 AE2117
 AE2117  VERT ORDER  -  SECOND    CLASS II
 AE2117
 AE2117.The horizontal coordinates were established by GPS observations
 AE2117.and adjusted by the National Geodetic Survey in February 2007.
 AE2117
 AE2117.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2117.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2117.The horizontal coordinates are valid at the epoch date displayed above.
 AE2117.The epoch date for horizontal control is a decimal equivalence
 AE2117.of Year/Month/Day.
 AE2117
 AE2117.The orthometric height was determined by differential leveling
 AE2117.and adjusted in September 1997.
 AE2117
 AE2117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2117
 AE2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2117
 AE2117.The ellipsoidal height was determined by GPS observations
 AE2117.and is referenced to NAD 83.
 AE2117
 AE2117.The geoid height was determined by GEOID03.
 AE2117
 AE2117.The dynamic height is computed by dividing the NAVD 88
 AE2117.geopotential number by the normal gravity value computed on the
 AE2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2117.degrees latitude (g = 980.6199 gals.).
 AE2117
 AE2117.The modeled gravity was interpolated from observed gravity values.
 AE2117
 AE2117;                    North         East     Units Scale Factor Converg.
 AE2117;SPC NC       -   281,911.268   870,487.016   MT  1.00002640   +1 40 32.4
 AE2117;SPC NC       -   924,903.89  2,855,922.82   sFT  1.00002640   +1 40 32.4
 AE2117;UTM  18      - 4,012,990.430   401,471.877   MT  0.99971961   -0 38 55.2
 AE2117
 AE2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2117!SPC NC       -   1.00000569  x   1.00002640  =   1.00003209
 AE2117!UTM  18      -   1.00000569  x   0.99971961  =   0.99972530
 AE2117
 AE2117                          SUPERSEDED SURVEY CONTROL
 AE2117
 AE2117  NAD 83(2001)-  36 15 24.50498(N)    076 05 48.31168(W) AD(       ) 1
 AE2117  ELLIP H (03/13/03)  -36.272  (m)                       GP(       ) 4 2
 AE2117  NAD 83(1986)-  36 15 24.52061(N)    076 05 48.32793(W) AD(       ) 1
 AE2117  NAVD 88 (08/30/02)    1.82   (m)            6.0    (f) LEVELING    3  
 AE2117
 AE2117.Superseded values are not recommended for survey control.
 AE2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2117.See file dsdata.txt to determine how the superseded data were derived.
 AE2117
 AE2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0147212990(NAD 83)
 AE2117_MARKER: DB = BENCH MARK DISK
 AE2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2117_SP_SET: SLAB
 AE2117_STAMPING: CAM 13 1988
 AE2117_MARK LOGO: NCGS  
 AE2117_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2117+STABILITY: SURFACE MOTION
 AE2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2117+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2117
 AE2117  HISTORY     - Date     Condition        Report By
 AE2117  HISTORY     - 1988     MONUMENTED       NCGS
 AE2117  HISTORY     - 20011203 GOOD             NCGS
 AE2117
 AE2117                          STATION DESCRIPTION
 AE2117
 AE2117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2117'STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) SOUTHEAST OF CAMDEN, IN
 AE2117'ELIZABETH CITY BEACH COMMUNITY. ALONG SR 1113 (MILLTOWN RD) FOR 1.9 KM
 AE2117'(1.20 MI) SOUTH FROM NC 343 IN SHILOH, AT SR 1143, IN THE NORTHEAST
 AE2117'QUADRANT OF THE T-INTERSECTION, IN NORTHWEST CORNER OF A LARGE
 AE2117'CONCRETE SLAB. MARK IS ABOUT LEVEL WITH ROAD. LOCATED 14.00 M (45.93
 AE2117'FT) SOUTHEAST OF THE CENTERLINE OF SR 1113 (MILLTOWN RD) AT
 AE2117'T-INTERSECTION WITH SR 1144 (SHORE DR), 12.23 M (40.12 FT)
 AE2117'EAST-NORTHEAST OF THE NORTH END OF SR 1143 CULVERT, 3.35 M (10.99 FT)
 AE2117'SOUTHWEST OF THE WEST-MOST CORNER OF A CONCRETE BLOCK WELL HOUSE, AND
 AE2117'4.95 M (16.24 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND
 AE2117'REFERENCE TAG.
 AE2117
 AE2117                          STATION RECOVERY (2001)
 AE2117
 AE2117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2117'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.
 AE2117'CONCRETE BLOCK WELL HOUSE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2103 ***********************************************************************
 AE2103  DESIGNATION -  CAM 14
 AE2103  PID         -  AE2103
 AE2103  STATE/COUNTY-  NC/CAMDEN
 AE2103  USGS QUAD   -  SHILOH (1982)
 AE2103
 AE2103                         *CURRENT SURVEY CONTROL
 AE2103  ___________________________________________________________________
 AE2103* NAD 83(1986)-  36 16 15.     (N)    076 04 49.     (W)     SCALED    
 AE2103* NAVD 88     -         2.254  (meters)       7.39   (feet)  ADJUSTED  
 AE2103  ___________________________________________________________________
 AE2103  GEOID HEIGHT-         -38.11  (meters)                     GEOID03
 AE2103  DYNAMIC HT  -           2.252 (meters)       7.39  (feet)  COMP
 AE2103  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 AE2103
 AE2103  VERT ORDER  -  SECOND    CLASS II
 AE2103
 AE2103.The horizontal coordinates were scaled from a topographic map and have
 AE2103.an estimated accuracy of +/- 6 seconds.
 AE2103
 AE2103.The orthometric height was determined by differential leveling
 AE2103.and adjusted in September 1997.
 AE2103
 AE2103.The geoid height was determined by GEOID03.
 AE2103
 AE2103.The dynamic height is computed by dividing the NAVD 88
 AE2103.geopotential number by the normal gravity value computed on the
 AE2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2103.degrees latitude (g = 980.6199 gals.).
 AE2103
 AE2103.The modeled gravity was interpolated from observed gravity values.
 AE2103
 AE2103;                    North         East    Units  Estimated Accuracy
 AE2103;SPC NC       -   283,510.      871,920.      MT  (+/- 180 meters Scaled)
 AE2103
 AE2103                          SUPERSEDED SURVEY CONTROL
 AE2103
 AE2103.No superseded survey control is available for this station.
 AE2103
 AE2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF029145(NAD 83)
 AE2103_MARKER: DB = BENCH MARK DISK
 AE2103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2103_SP_SET: BRIDGE WHEELGUARD
 AE2103_STAMPING: CAM 14 1988
 AE2103_MARK LOGO: NCGS  
 AE2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2103+STABILITY: SURFACE MOTION
 AE2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2103+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2103
 AE2103  HISTORY     - Date     Condition        Report By
 AE2103  HISTORY     - 1988     MONUMENTED       NCGS
 AE2103  HISTORY     - 20011203 SEE DESCRIPTION  NCGS
 AE2103
 AE2103                          STATION DESCRIPTION
 AE2103
 AE2103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2103'STATION IS LOCATED ABOUT 10.4 KM (6.45 MI) SOUTHEAST OF CAMDEN, IN
 AE2103'SHILOH COMMUNITY. ALONG NC 343 FOR 0.6 KM (0.35 MI) EAST FROM THE POST
 AE2103'OFFICE TO THE--PORTOHONK CREEK--BRIDGE, IN THE WEST END OF THE SOUTH
 AE2103'WHEELGUARD. MARK IS ABOUT 1-FOOT HIGHER THAN THE HIGHWAY. LOCATED 4.70
 AE2103'M (15.42 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, AND 1.10 M (3.61 FT)
 AE2103'EAST OF THE WEST END OF CONCRETE BRIDGE RAIL.
 AE2103
 AE2103                          STATION RECOVERY (2001)
 AE2103
 AE2103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2103'FOUND DESTROYED. BRIDGE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2104 ***********************************************************************
 AE2104  DESIGNATION -  CAM 15
 AE2104  PID         -  AE2104
 AE2104  STATE/COUNTY-  NC/CAMDEN
 AE2104  USGS QUAD   -  SHILOH (1982)
 AE2104
 AE2104                         *CURRENT SURVEY CONTROL
 AE2104  ___________________________________________________________________
 AE2104* NAD 83(1986)-  36 15 41.     (N)    076 03 46.     (W)     SCALED    
 AE2104* NAVD 88     -         2.988  (meters)       9.80   (feet)  ADJUSTED  
 AE2104  ___________________________________________________________________
 AE2104  GEOID HEIGHT-         -38.19  (meters)                     GEOID03
 AE2104  DYNAMIC HT  -           2.986 (meters)       9.80  (feet)  COMP
 AE2104  MODELED GRAV-     979,808.3   (mgal)                       NAVD 88
 AE2104
 AE2104  VERT ORDER  -  SECOND    CLASS II
 AE2104
 AE2104.The horizontal coordinates were scaled from a topographic map and have
 AE2104.an estimated accuracy of +/- 6 seconds.
 AE2104
 AE2104.The orthometric height was determined by differential leveling
 AE2104.and adjusted in September 1997.
 AE2104
 AE2104.The geoid height was determined by GEOID03.
 AE2104
 AE2104.The dynamic height is computed by dividing the NAVD 88
 AE2104.geopotential number by the normal gravity value computed on the
 AE2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2104.degrees latitude (g = 980.6199 gals.).
 AE2104
 AE2104.The modeled gravity was interpolated from observed gravity values.
 AE2104
 AE2104;                    North         East    Units  Estimated Accuracy
 AE2104;SPC NC       -   282,510.      873,520.      MT  (+/- 180 meters Scaled)
 AE2104
 AE2104                          SUPERSEDED SURVEY CONTROL
 AE2104
 AE2104.No superseded survey control is available for this station.
 AE2104
 AE2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF045134(NAD 83)
 AE2104_MARKER: DB = BENCH MARK DISK
 AE2104_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2104+WITH SETTING: PAVEMENT
 AE2104_SP_SET: HANDICAP RAMP
 AE2104_STAMPING: CAM 15 1988
 AE2104_MARK LOGO: NCGS  
 AE2104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2104+STABILITY: SURFACE MOTION
 AE2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2104+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2104
 AE2104  HISTORY     - Date     Condition        Report By
 AE2104  HISTORY     - 1988     MONUMENTED       NCGS
 AE2104  HISTORY     - 20011203 GOOD             NCGS
 AE2104
 AE2104                          STATION DESCRIPTION
 AE2104
 AE2104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2104'STATION IS LOCATED ABOUT 12.3 KM (7.65 MI) SOUTHEAST OF CAMDEN, IN
 AE2104'PHILADELPHIA COMMUNITY. ALONG SR 1111 (WICKHAM RD) FOR 2.1 KM (1.30
 AE2104'MI) SOUTHEAST FROM NC 343 IN SHILOH COMMUNITY, AT PHILADELPHIA BAPTIST
 AE2104'CHURCH, IN THE SOUTHWEST CORNER OF THE CONCRETE HANDICAP RAMP. MARK IS
 AE2104'ABOUT 3-FEET HIGHER THAN THE ROAD. LOCATED 30.77 M (100.95 FT)
 AE2104'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 1.89 M (6.20 FT)
 AE2104'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK CHURCH.
 AE2104
 AE2104                          STATION RECOVERY (2001)
 AE2104
 AE2104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2105 ***********************************************************************
 AE2105  DESIGNATION -  CAM 16
 AE2105  PID         -  AE2105
 AE2105  STATE/COUNTY-  NC/CAMDEN
 AE2105  USGS QUAD   -  SHILOH (1982)
 AE2105
 AE2105                         *CURRENT SURVEY CONTROL
 AE2105  ___________________________________________________________________
 AE2105* NAD 83(1986)-  36 15 28.     (N)    076 02 55.     (W)     SCALED    
 AE2105* NAVD 88     -         1.694  (meters)       5.56   (feet)  ADJUSTED  
 AE2105  ___________________________________________________________________
 AE2105  GEOID HEIGHT-         -38.25  (meters)                     GEOID03
 AE2105  DYNAMIC HT  -           1.693 (meters)       5.55  (feet)  COMP
 AE2105  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 AE2105
 AE2105  VERT ORDER  -  SECOND    CLASS II
 AE2105
 AE2105.The horizontal coordinates were scaled from a topographic map and have
 AE2105.an estimated accuracy of +/- 6 seconds.
 AE2105
 AE2105.The orthometric height was determined by differential leveling
 AE2105.and adjusted in September 1997.
 AE2105
 AE2105.The geoid height was determined by GEOID03.
 AE2105
 AE2105.The dynamic height is computed by dividing the NAVD 88
 AE2105.geopotential number by the normal gravity value computed on the
 AE2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2105.degrees latitude (g = 980.6199 gals.).
 AE2105
 AE2105.The modeled gravity was interpolated from observed gravity values.
 AE2105
 AE2105;                    North         East    Units  Estimated Accuracy
 AE2105;SPC NC       -   282,150.      874,810.      MT  (+/- 180 meters Scaled)
 AE2105
 AE2105                          SUPERSEDED SURVEY CONTROL
 AE2105
 AE2105.No superseded survey control is available for this station.
 AE2105
 AE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF057130(NAD 83)
 AE2105_MARKER: DB = BENCH MARK DISK
 AE2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2105_STAMPING: CAM 16 1988
 AE2105_MARK LOGO: NCGS  
 AE2105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2105+STABILITY: SURFACE MOTION
 AE2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2105+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2105
 AE2105  HISTORY     - Date     Condition        Report By
 AE2105  HISTORY     - 1988     MONUMENTED       NCGS
 AE2105  HISTORY     - 20011203 SEE DESCRIPTION  NCGS
 AE2105
 AE2105                          STATION DESCRIPTION
 AE2105
 AE2105'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2105'STATION IS LOCATED ABOUT 13.6 KM (8.45 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2105'SR 1110 (WICKHAM RD), FOR 2.2 KM (1.35 MI) WEST FROM NC 343 IN ADLER
 AE2105'BRANCH COMMUNITY, TO A PRIVATE ROAD SOUTH, IN THE SOUTHWEST QUADRANT
 AE2105'OF THE T-INTERSECTION. MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 2
 AE2105'INCHES BELOW GROUND. LOCATED 5.20 M (17.06 FT) SOUTH-SOUTHWEST OF THE
 AE2105'CENTERLINE OF ROAD, 5.00 M (16.40 FT) NORTHWEST OF THE CENTERLINE OF
 AE2105'UNPAVED ROAD, 43.35 M (142.22 FT) SOUTHEAST OF THE EAST END OF A FIELD
 AE2105'ROAD CULVERT--AND 3.33 M (10.93 FT) NORTH-NORTHEAST OF A 10-INCH CREPE
 AE2105'MYRTLE, 13.20 M (43.31 FT) EAST OF A 14-INCH PINE--BOTH WITH REFERENCE
 AE2105'TAGS.
 AE2105
 AE2105                          STATION RECOVERY (2001)
 AE2105
 AE2105'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2105'FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2106 ***********************************************************************
 AE2106  DESIGNATION -  CAM 17
 AE2106  PID         -  AE2106
 AE2106  STATE/COUNTY-  NC/CAMDEN
 AE2106  USGS QUAD   -  SHILOH (1982)
 AE2106
 AE2106                         *CURRENT SURVEY CONTROL
 AE2106  ___________________________________________________________________
 AE2106* NAD 83(1986)-  36 15 06.     (N)    076 01 50.     (W)     SCALED    
 AE2106* NAVD 88     -         2.063  (meters)       6.77   (feet)  ADJUSTED  
 AE2106  ___________________________________________________________________
 AE2106  GEOID HEIGHT-         -38.32  (meters)                     GEOID03
 AE2106  DYNAMIC HT  -           2.062 (meters)       6.77  (feet)  COMP
 AE2106  MODELED GRAV-     979,803.7   (mgal)                       NAVD 88
 AE2106
 AE2106  VERT ORDER  -  SECOND    CLASS II
 AE2106
 AE2106.The horizontal coordinates were scaled from a topographic map and have
 AE2106.an estimated accuracy of +/- 6 seconds.
 AE2106
 AE2106.The orthometric height was determined by differential leveling
 AE2106.and adjusted in September 1997.
 AE2106
 AE2106.The geoid height was determined by GEOID03.
 AE2106
 AE2106.The dynamic height is computed by dividing the NAVD 88
 AE2106.geopotential number by the normal gravity value computed on the
 AE2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2106.degrees latitude (g = 980.6199 gals.).
 AE2106
 AE2106.The modeled gravity was interpolated from observed gravity values.
 AE2106
 AE2106;                    North         East    Units  Estimated Accuracy
 AE2106;SPC NC       -   281,520.      876,450.      MT  (+/- 180 meters Scaled)
 AE2106
 AE2106                          SUPERSEDED SURVEY CONTROL
 AE2106
 AE2106.No superseded survey control is available for this station.
 AE2106
 AE2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF074123(NAD 83)
 AE2106_MARKER: DB = BENCH MARK DISK
 AE2106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2106+WITH SETTING: PAVEMENT
 AE2106_SP_SET: SIGN BASE
 AE2106_STAMPING: CAM 17 1988
 AE2106_MARK LOGO: NCGS  
 AE2106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2106
 AE2106  HISTORY     - Date     Condition        Report By
 AE2106  HISTORY     - 1988     MONUMENTED       NCGS
 AE2106
 AE2106                          STATION DESCRIPTION
 AE2106
 AE2106'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2106'STATION IS LOCATED 15.3 KM (9.50 MI) SOUTHEAST OF CAMDEN, IN THE ALDER
 AE2106'BRANCH COMMUNITY. ALONG NC 343 FOR 1.3 KM (0.80 MI) NORTH FROM THE
 AE2106'CROSSROADS IN OLD TRAP COMMUNITY TO THE SOUTH-MOST INTERSECTION WITH
 AE2106'SR 1106 (ADLER BRANCH RD), ON THE WEST PROLONGATION OF SR 1106
 AE2106'CENTERLINE, IN NORTHEAST CORNER OF A 2 FOOT (0.6 M) BY 2 FOOT (0.6 M)
 AE2106'ABANDONED SIGN SIGN BASE,  ABOUT LEVEL WITH HIGHWAY, 19.9 M (65.3 FT)
 AE2106'WEST OF THE CENTERLINE OF THE HIGHWAY, 6.05 M (19.85 FT) SOUTHEAST OF
 AE2106'THE NORTH-MOST BRICK COLUMN OF AN ABANDONED STORE, 6.36 M (20.87 FT)
 AE2106'NORTHEAST OF THE SOUTH-MOST BRICK COLUMN OF AN ABANDONED STORE, AND
 AE2106'14.77 M (48.46 FT) NORTH OF A 12-INCH CEDAR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6782 ***********************************************************************
 AB6782  CBN         -  This is a Cooperative Base Network Control Station.
 AB6782  DESIGNATION -  CAM 18
 AB6782  PID         -  AB6782
 AB6782  STATE/COUNTY-  NC/CAMDEN
 AB6782  USGS QUAD   -  SHILOH (1982)
 AB6782
 AB6782                         *CURRENT SURVEY CONTROL
 AB6782  ___________________________________________________________________
 AB6782* NAD 83(2007)-  36 15 57.44658(N)    076 02 09.90852(W)     ADJUSTED  
 AB6782* NAVD 88     -         3.103  (meters)      10.18   (feet)  ADJUSTED  
 AB6782  ___________________________________________________________________
 AB6782  EPOCH DATE  -        2002.00
 AB6782  X           -   1,242,404.984 (meters)                     COMP
 AB6782  Y           -  -4,996,417.894 (meters)                     COMP
 AB6782  Z           -   3,752,005.439 (meters)                     COMP
 AB6782  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 AB6782  ELLIP HEIGHT-         -35.180 (meters)          (02/10/07) ADJUSTED
 AB6782  GEOID HEIGHT-         -38.28  (meters)                     GEOID03
 AB6782  DYNAMIC HT  -           3.100 (meters)      10.17  (feet)  COMP
 AB6782
 AB6782  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6782  Type    PID    Designation                      North   East  Ellip
 AB6782  -------------------------------------------------------------------
 AB6782  NETWORK AB6782 CAM 18                            0.27   0.24   0.63
 AB6782  -------------------------------------------------------------------
 AB6782  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 AB6782
 AB6782  VERT ORDER  -  SECOND    CLASS II
 AB6782
 AB6782.The horizontal coordinates were established by GPS observations
 AB6782.and adjusted by the National Geodetic Survey in February 2007.
 AB6782
 AB6782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6782.The horizontal coordinates are valid at the epoch date displayed above.
 AB6782.The epoch date for horizontal control is a decimal equivalence
 AB6782.of Year/Month/Day.
 AB6782
 AB6782.The orthometric height was determined by differential leveling
 AB6782.and adjusted in September 1997.
 AB6782
 AB6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6782
 AB6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6782
 AB6782.The ellipsoidal height was determined by GPS observations
 AB6782.and is referenced to NAD 83.
 AB6782
 AB6782.The geoid height was determined by GEOID03.
 AB6782
 AB6782.The dynamic height is computed by dividing the NAVD 88
 AB6782.geopotential number by the normal gravity value computed on the
 AB6782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6782.degrees latitude (g = 980.6199 gals.).
 AB6782
 AB6782.The modeled gravity was interpolated from observed gravity values.
 AB6782
 AB6782;                    North         East     Units Scale Factor Converg.
 AB6782;SPC NC       -   283,087.334   875,906.697   MT  1.00002922   +1 42 38.5
 AB6782;SPC NC       -   928,762.36  2,873,703.89   sFT  1.00002922   +1 42 38.5
 AB6782;UTM  18      - 4,013,945.460   406,933.070   MT  0.99970672   -0 36 46.5
 AB6782
 AB6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6782!SPC NC       -   1.00000552  x   1.00002922  =   1.00003474
 AB6782!UTM  18      -   1.00000552  x   0.99970672  =   0.99971224
 AB6782
 AB6782                          SUPERSEDED SURVEY CONTROL
 AB6782
 AB6782  NAD 83(2001)-  36 15 57.44719(N)    076 02 09.90805(W) AD(       ) B
 AB6782  ELLIP H (01/30/03)  -35.214  (m)                       GP(       ) 4 2
 AB6782  NAD 83(1986)-  36 15 57.46293(N)    076 02 09.92418(W) AD(       ) 1
 AB6782  NAD 83(1995)-  36 15 57.44761(N)    076 02 09.90779(W) AD(       ) B
 AB6782  ELLIP H (09/11/96)  -35.197  (m)                       GP(       ) 4 1
 AB6782  NAVD 88 (06/02/98)    3.10   (m)           10.2    (f) LEVELING    3  
 AB6782  NGVD 29 (09/29/97)    3.40   (m)           11.2    (f) LEVELING    3  
 AB6782
 AB6782.Superseded values are not recommended for survey control.
 AB6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6782.See file dsdata.txt to determine how the superseded data were derived.
 AB6782
 AB6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0693313945(NAD 83)
 AB6782_MARKER: DB = BENCH MARK DISK
 AB6782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6782_STAMPING: CAM 18 1988
 AB6782_MARK LOGO: NCGS  
 AB6782_PROJECTION: FLUSH
 AB6782_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6782+STABILITY: SURFACE MOTION
 AB6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6782+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AB6782
 AB6782  HISTORY     - Date     Condition        Report By
 AB6782  HISTORY     - 1988     MONUMENTED       NCGS
 AB6782  HISTORY     - 19881202 GOOD             NCGS
 AB6782  HISTORY     - 19931103 GOOD             NCGS
 AB6782  HISTORY     - 19951121 GOOD             NCGS
 AB6782  HISTORY     - 19970215 GOOD             NCGS
 AB6782  HISTORY     - 19970408 GOOD             NCGS
 AB6782  HISTORY     - 20011211 GOOD             NCGS
 AB6782  HISTORY     - 20070613 GOOD             MAEC
 AB6782
 AB6782                          STATION DESCRIPTION
 AB6782
 AB6782'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AB6782'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) EAST-SOUTHEAST OF CAMDEN.
 AB6782'ALONG NC 343 FOR 4.8 KM (3.00 MI) EAST FROM THE POST OFFICE IN SHILOH
 AB6782'COMMUNITY TO SR 1107 (SANDY HOOK RD), ON NORTH SIDE OF THE Y-JUNCTION
 AB6782'AND THE CONNECTOR ROAD, AT A RIGHT-OF-WAY SIGN. MARK IS ABOUT 1-FOOT
 AB6782'HIGHER THAN HIGHWAY AND RECESSED 6 INCHES BELOW GROUND. LOCATED 23.47
 AB6782'M (77.00 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 35.36 M (116.01
 AB6782'FT) WEST OF THE CENTERLINE OF ROAD, 20.48 M (67.19 FT) SOUTHEAST OF
 AB6782'THE EAST BRICK PORCH COLUMN, 30.48 M (100.00 FT) SOUTH OF A WELL, AND
 AB6782'1.68 M (5.51 FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY SIGN POST WITH A
 AB6782'REFERENCE TAG.
 AB6782
 AB6782                          STATION RECOVERY (1993)
 AB6782
 AB6782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AB6782'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF CAMDEN AND
 AB6782'3.0 MI (4.8 KM) EAST OF SHILOH. ALONG NC 343 FOR 3.0 MI (4.8 KM) EAST
 AB6782'FROM THE SHILOH POST OFFICE AT SR 1107-SANDY HOOK RD, IN THE NORTHWEST
 AB6782'QUADRANT. MARK IS ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF NC
 AB6782'343, AND RECESSED 4 INCHES BELOW THE GROUND.  LOCATED 76.0 FT (23.2 M)
 AB6782'NORTHEAST OF THE CENTERLINE OF NC 343, 113.0 FT (34.4 M) WEST OF THE
 AB6782'CENTERLINE OF SR 1107, 67.2 FT (20.5 M) SOUTHEAST OF THE EAST BRICK
 AB6782'PORCH COLUMN, 99.0 FT (30.2 M) SOUTH OF A WELL AND 4.7 FT (1.4 M)
 AB6782'SOUTH OF A RIGHT-OF-WAY SIGN POST WITH REFERENCE TAG.
 AB6782
 AB6782                          STATION RECOVERY (1995)
 AB6782
 AB6782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AB6782'RECOVERED IN GOOD CONDITION.
 AB6782
 AB6782                          STATION RECOVERY (1997)
 AB6782
 AB6782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AB6782'RECOVERED AS DESCRIBED.
 AB6782
 AB6782                          STATION RECOVERY (1997)
 AB6782
 AB6782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AB6782'RECOVERED AS DESCRIBED.
 AB6782
 AB6782                          STATION RECOVERY (2001)
 AB6782
 AB6782'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AB6782'RECOVERED IN GOOD CONDITION.
 AB6782
 AB6782                          STATION RECOVERY (2007)
 AB6782
 AB6782'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SLM)
 AB6782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2107 ***********************************************************************
 AE2107  DESIGNATION -  CAM 19
 AE2107  PID         -  AE2107
 AE2107  STATE/COUNTY-  NC/CAMDEN
 AE2107  USGS QUAD   -  SHILOH (1982)
 AE2107
 AE2107                         *CURRENT SURVEY CONTROL
 AE2107  ___________________________________________________________________
 AE2107* NAD 83(1986)-  36 16 39.     (N)    076 02 20.     (W)     SCALED    
 AE2107* NAVD 88     -         3.077  (meters)      10.10   (feet)  ADJUSTED  
 AE2107  ___________________________________________________________________
 AE2107  GEOID HEIGHT-         -38.26  (meters)                     GEOID03
 AE2107  DYNAMIC HT  -           3.075 (meters)      10.09  (feet)  COMP
 AE2107  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 AE2107
 AE2107  VERT ORDER  -  SECOND    CLASS II
 AE2107
 AE2107.The horizontal coordinates were scaled from a topographic map and have
 AE2107.an estimated accuracy of +/- 6 seconds.
 AE2107
 AE2107.The orthometric height was determined by differential leveling
 AE2107.and adjusted in September 1997.
 AE2107
 AE2107.The geoid height was determined by GEOID03.
 AE2107
 AE2107.The dynamic height is computed by dividing the NAVD 88
 AE2107.geopotential number by the normal gravity value computed on the
 AE2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2107.degrees latitude (g = 980.6199 gals.).
 AE2107
 AE2107.The modeled gravity was interpolated from observed gravity values.
 AE2107
 AE2107;                    North         East    Units  Estimated Accuracy
 AE2107;SPC NC       -   284,360.      875,620.      MT  (+/- 180 meters Scaled)
 AE2107
 AE2107                          SUPERSEDED SURVEY CONTROL
 AE2107
 AE2107.No superseded survey control is available for this station.
 AE2107
 AE2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF066152(NAD 83)
 AE2107_MARKER: DB = BENCH MARK DISK
 AE2107_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2107+WITH SETTING: PAVEMENT
 AE2107_SP_SET: LAMP POLE BASE
 AE2107_STAMPING: CAM 19 1988
 AE2107_MARK LOGO: NCGS  
 AE2107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2107+STABILITY: SURFACE MOTION
 AE2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2107+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2002
 AE2107
 AE2107  HISTORY     - Date     Condition        Report By
 AE2107  HISTORY     - 1988     MONUMENTED       NCGS
 AE2107  HISTORY     - 20011203 GOOD             NCGS
 AE2107  HISTORY     - 20021205 GOOD             NCGS
 AE2107
 AE2107                          STATION DESCRIPTION
 AE2107
 AE2107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2107'STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) EAST-SOUTHEAST OF CAMDEN.
 AE2107'ALONG SR 1107 (SANDY HOOK RD) FOR 1.45 KM (0.90 MI) NORTH FROM THE
 AE2107'Y-JUNCTION WITH NC 343, AT WILKINS STORE, IN THE SOUTHEAST CORNER OF A
 AE2107'2 1/2-FOOT BY 2 1/2-FOOT LAMP POLE BASE, AND ON THE EAST PROLONGATION
 AE2107'OF THE NORTH SIDE OF A GRAY SHINGLED RESIDENCE. MARK IS ABOUT LEVEL
 AE2107'WITH ROAD. LOCATED 15.12 M (49.61 FT) WEST OF THE CENTERLINE OF THE
 AE2107'ROAD, 13.39 M (43.93 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AE2107'BRICK-CINDERBLOCK STORE BUILDING, AND 19.82 M (65.03 FT) NORTH OF A
 AE2107'TELEPHONE PEDESTAL BESIDE SERVICE POLE WITH A REFERENCE TAG.
 AE2107
 AE2107                          STATION RECOVERY (2001)
 AE2107
 AE2107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2107'RECOVERED AS DESCRIBED.
 AE2107
 AE2107                          STATION RECOVERY (2002)
 AE2107
 AE2107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (EJH)
 AE2107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2091 ***********************************************************************
 AE2091  DESIGNATION -  CAM 2
 AE2091  PID         -  AE2091
 AE2091  STATE/COUNTY-  NC/CAMDEN
 AE2091  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2091
 AE2091                         *CURRENT SURVEY CONTROL
 AE2091  ___________________________________________________________________
 AE2091* NAD 83(1986)-  36 18 58.     (N)    076 09 00.     (W)     SCALED    
 AE2091* NAVD 88     -         2.041  (meters)       6.70   (feet)  ADJUSTED  
 AE2091  ___________________________________________________________________
 AE2091  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 AE2091  DYNAMIC HT  -           2.039 (meters)       6.69  (feet)  COMP
 AE2091  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 AE2091
 AE2091  VERT ORDER  -  SECOND    CLASS II
 AE2091
 AE2091.The horizontal coordinates were scaled from a topographic map and have
 AE2091.an estimated accuracy of +/- 6 seconds.
 AE2091
 AE2091.The orthometric height was determined by differential leveling
 AE2091.and adjusted in September 1997.
 AE2091
 AE2091.The geoid height was determined by GEOID03.
 AE2091
 AE2091.The dynamic height is computed by dividing the NAVD 88
 AE2091.geopotential number by the normal gravity value computed on the
 AE2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2091.degrees latitude (g = 980.6199 gals.).
 AE2091
 AE2091.The modeled gravity was interpolated from observed gravity values.
 AE2091
 AE2091;                    North         East    Units  Estimated Accuracy
 AE2091;SPC NC       -   288,350.      865,520.      MT  (+/- 180 meters Scaled)
 AE2091
 AE2091                          SUPERSEDED SURVEY CONTROL
 AE2091
 AE2091.No superseded survey control is available for this station.
 AE2091
 AE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF967196(NAD 83)
 AE2091_MARKER: DB = BENCH MARK DISK
 AE2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2091_STAMPING: CAM 2 1988
 AE2091_MARK LOGO: NCGS  
 AE2091_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2091+STABILITY: SURFACE MOTION
 AE2091
 AE2091  HISTORY     - Date     Condition        Report By
 AE2091  HISTORY     - 1988     MONUMENTED       NCGS
 AE2091
 AE2091                          STATION DESCRIPTION
 AE2091
 AE2091'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2091'STATION IS LOCATED ABOUT 2.39 KM (1.50 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2091'NC 343 FOR 2.57 KM (1.60 MI) SOUTHEAST FROM THE US 158 CROSSROADS, OR
 AE2091'ABOUT 350 FEET (106.7 M) SOUTHEAST OF SR 1136 (IVY NECK RD), IN THE
 AE2091'NORTHWEST CORNER OF A YARD. MARK IS LEVEL WITH HIGHWAY AND RECESSED 1
 AE2091'INCH BELOW GROUND. LOCATED 9.30 M (30.51 FT) SOUTHWEST OF THE
 AE2091'CENTERLINE OF HIGHWAY, 7.33 M (24.05 FT) SOUTH-SOUTHEAST OF THE
 AE2091'SOUTHEAST END OF A DRIVE CULVERT, 24.85 M (81.53 FT) NORTHWEST OF THE
 AE2091'NORTHWEST END OF A DRIVE CULVERT, 21.44 M (70.34 FT) NORTH OF A
 AE2091'10-INCH CEDAR, AND 2.55 M (8.37 FT) SOUTHEAST OF A TELEPHONE PEDESTAL
 AE2091'BESIDE A POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2108 ***********************************************************************
 AE2108  DESIGNATION -  CAM 20
 AE2108  PID         -  AE2108
 AE2108  STATE/COUNTY-  NC/CAMDEN
 AE2108  USGS QUAD   -  SHILOH (1982)
 AE2108
 AE2108                         *CURRENT SURVEY CONTROL
 AE2108  ___________________________________________________________________
 AE2108* NAD 83(2007)-  36 17 22.69640(N)    076 02 35.88907(W)     ADJUSTED  
 AE2108* NAVD 88     -         2.607  (meters)       8.55   (feet)  ADJUSTED  
 AE2108  ___________________________________________________________________
 AE2108  EPOCH DATE  -        2002.00
 AE2108  X           -   1,241,400.555 (meters)                     COMP
 AE2108  Y           -  -4,995,065.105 (meters)                     COMP
 AE2108  Z           -   3,754,123.497 (meters)                     COMP
 AE2108  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 AE2108  ELLIP HEIGHT-         -35.619 (meters)          (02/10/07) ADJUSTED
 AE2108  GEOID HEIGHT-         -38.23  (meters)                     GEOID03
 AE2108  DYNAMIC HT  -           2.605 (meters)       8.55  (feet)  COMP
 AE2108
 AE2108  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2108  Type    PID    Designation                      North   East  Ellip
 AE2108  -------------------------------------------------------------------
 AE2108  NETWORK AE2108 CAM 20                            0.31   0.27   0.73
 AE2108  -------------------------------------------------------------------
 AE2108  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 AE2108
 AE2108  VERT ORDER  -  SECOND    CLASS II
 AE2108
 AE2108.The horizontal coordinates were established by GPS observations
 AE2108.and adjusted by the National Geodetic Survey in February 2007.
 AE2108
 AE2108.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2108.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2108.The horizontal coordinates are valid at the epoch date displayed above.
 AE2108.The epoch date for horizontal control is a decimal equivalence
 AE2108.of Year/Month/Day.
 AE2108
 AE2108.The orthometric height was determined by differential leveling
 AE2108.and adjusted in September 1997.
 AE2108
 AE2108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2108
 AE2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2108
 AE2108.The ellipsoidal height was determined by GPS observations
 AE2108.and is referenced to NAD 83.
 AE2108
 AE2108.The geoid height was determined by GEOID03.
 AE2108
 AE2108.The dynamic height is computed by dividing the NAVD 88
 AE2108.geopotential number by the normal gravity value computed on the
 AE2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2108.degrees latitude (g = 980.6199 gals.).
 AE2108
 AE2108.The modeled gravity was interpolated from observed gravity values.
 AE2108
 AE2108;                    North         East     Units Scale Factor Converg.
 AE2108;SPC NC       -   285,694.605   875,180.208   MT  1.00003664   +1 42 23.5
 AE2108;SPC NC       -   937,316.38  2,871,320.40   sFT  1.00003664   +1 42 23.5
 AE2108;UTM  18      - 4,016,579.188   406,313.098   MT  0.99970814   -0 37 03.2
 AE2108
 AE2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2108!SPC NC       -   1.00000559  x   1.00003664  =   1.00004223
 AE2108!UTM  18      -   1.00000559  x   0.99970814  =   0.99971373
 AE2108
 AE2108                          SUPERSEDED SURVEY CONTROL
 AE2108
 AE2108  NAD 83(2001)-  36 17 22.69698(N)    076 02 35.88861(W) AD(       ) 1
 AE2108  ELLIP H (05/07/03)  -35.627  (m)                       GP(       ) 3 1
 AE2108  NAD 83(1986)-  36 17 22.71219(N)    076 02 35.90643(W) AD(       ) 1
 AE2108  NAVD 88 (05/05/03)    2.61   (m)            8.6    (f) LEVELING    3  
 AE2108
 AE2108.Superseded values are not recommended for survey control.
 AE2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2108.See file dsdata.txt to determine how the superseded data were derived.
 AE2108
 AE2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0631316579(NAD 83)
 AE2108_MARKER: DB = BENCH MARK DISK
 AE2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2108_STAMPING: CAM 20 1988
 AE2108_MARK LOGO: NCGS  
 AE2108_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2108+STABILITY: SURFACE MOTION
 AE2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2108+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AE2108
 AE2108  HISTORY     - Date     Condition        Report By
 AE2108  HISTORY     - 1988     MONUMENTED       NCGS
 AE2108  HISTORY     - 19951026 GOOD             NCGS
 AE2108  HISTORY     - 20070613 GOOD             MAEC
 AE2108
 AE2108                          STATION DESCRIPTION
 AE2108
 AE2108'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2108'STATION IS LOCATED ABOUT 12.3 KM (7.65 MI) EAST-SOUTHEAST OF CAMDEN,
 AE2108'IN RIDDLE COMMUNITY. ALONG SR 1107 (SANDY HOOK RD) FOR 2.9 KM (1.80
 AE2108'MI) NORTH FROM THE Y-JUNCTION WITH NC 343, AT SR 1114 (POND RD), ON
 AE2108'THE EAST SIDE OF THE T-INTERSECTION AND ABOUT ON THE PROLONGATION OF
 AE2108'THE NORTH EDGE OF SR 1114,  ABOUT LEVEL WITH ROAD AND RECESSED 1 INCH
 AE2108'BELOW GROUND. LOCATED 6.75 M (22.15 FT) EAST OF THE CENTERLINE OF
 AE2108'ROAD, 11.45 M (37.57 FT) WEST-SOUTHWEST OF THE SOUTH-MOST BRICK COLUMN
 AE2108'OF AN ABANDONED STORE, 16.23 M (53.25 FT) NORTH OF A CABLE TELEVISION
 AE2108'PEDESTAL, 29.20 M (95.80 FT) SOUTH-SOUTHWEST OF A 15-INCH CEDAR, AND
 AE2108'27.05 M (88.75 FT) WEST OF A SERVICE POLE WITH A REFERENCE TAG.
 AE2108
 AE2108                          STATION RECOVERY (1995)
 AE2108
 AE2108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AE2108'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTION.  MARK IS
 AE2108'NOW FLUSH WITH THE GROUND.
 AE2108
 AE2108                          STATION RECOVERY (2007)
 AE2108
 AE2108'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SLM)
 AE2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2109 ***********************************************************************
 AE2109  DESIGNATION -  CAM 21
 AE2109  PID         -  AE2109
 AE2109  STATE/COUNTY-  NC/CAMDEN
 AE2109  USGS QUAD   -  SHILOH (1982)
 AE2109
 AE2109                         *CURRENT SURVEY CONTROL
 AE2109  ___________________________________________________________________
 AE2109* NAD 83(1986)-  36 18 05.     (N)    076 02 36.     (W)     SCALED    
 AE2109* NAVD 88     -         1.571  (meters)       5.15   (feet)  ADJUSTED  
 AE2109  ___________________________________________________________________
 AE2109  GEOID HEIGHT-         -38.22  (meters)                     GEOID03
 AE2109  DYNAMIC HT  -           1.570 (meters)       5.15  (feet)  COMP
 AE2109  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 AE2109
 AE2109  VERT ORDER  -  SECOND    CLASS II
 AE2109
 AE2109.The horizontal coordinates were scaled from a topographic map and have
 AE2109.an estimated accuracy of +/- 6 seconds.
 AE2109
 AE2109.The orthometric height was determined by differential leveling
 AE2109.and adjusted in September 1997.
 AE2109
 AE2109.The geoid height was determined by GEOID03.
 AE2109
 AE2109.The dynamic height is computed by dividing the NAVD 88
 AE2109.geopotential number by the normal gravity value computed on the
 AE2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2109.degrees latitude (g = 980.6199 gals.).
 AE2109
 AE2109.The modeled gravity was interpolated from observed gravity values.
 AE2109
 AE2109;                    North         East    Units  Estimated Accuracy
 AE2109;SPC NC       -   287,000.      875,140.      MT  (+/- 180 meters Scaled)
 AE2109
 AE2109                          SUPERSEDED SURVEY CONTROL
 AE2109
 AE2109.No superseded survey control is available for this station.
 AE2109
 AE2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF063178(NAD 83)
 AE2109_MARKER: DB = BENCH MARK DISK
 AE2109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2109_SP_SET: HEADWALL
 AE2109_STAMPING: CAM 21 1988
 AE2109_MARK LOGO: NCGS  
 AE2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2109+STABILITY: SURFACE MOTION
 AE2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2109+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 AE2109
 AE2109  HISTORY     - Date     Condition        Report By
 AE2109  HISTORY     - 1988     MONUMENTED       NCGS
 AE2109  HISTORY     - 20070308 GOOD             INDIV
 AE2109
 AE2109                          STATION DESCRIPTION
 AE2109
 AE2109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2109'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) EAST-SOUTHEAST OF CAMDEN.
 AE2109'ALONG SR 1107 (SANDY HOOK RD) FOR 4.3 KM (2.65 MI) NORTH FROM THE
 AE2109'Y-JUNCTION WITH NC 343, AT THE--CROOKED CREEK--CULVERT, IN THE SOUTH
 AE2109'END OF THE EAST HEADWALL. MARK IS ABOUT 1 1/2-FEET HIGHER THAN THE
 AE2109'ROAD. LOCATED 6.56 M (21.52 FT) EAST OF THE CENTERLINE OF THE ROAD,
 AE2109'20.05 M (65.78 FT) NORTHEAST OF A TELEPHONE PEDESTAL, AND 25.88 M
 AE2109'(84.91 FT) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 AE2109
 AE2109                          STATION RECOVERY (2007)
 AE2109
 AE2109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RTW)
 AE2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2110 ***********************************************************************
 AE2110  DESIGNATION -  CAM 22
 AE2110  PID         -  AE2110
 AE2110  STATE/COUNTY-  NC/CAMDEN
 AE2110  USGS QUAD   -  SHILOH (1982)
 AE2110
 AE2110                         *CURRENT SURVEY CONTROL
 AE2110  ___________________________________________________________________
 AE2110* NAD 83(1986)-  36 18 30.     (N)    076 02 47.     (W)     SCALED    
 AE2110* NAVD 88     -         3.688  (meters)      12.10   (feet)  ADJUSTED  
 AE2110  ___________________________________________________________________
 AE2110  GEOID HEIGHT-         -38.20  (meters)                     GEOID03
 AE2110  DYNAMIC HT  -           3.685 (meters)      12.09  (feet)  COMP
 AE2110  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 AE2110
 AE2110  VERT ORDER  -  SECOND    CLASS II
 AE2110
 AE2110.The horizontal coordinates were scaled from a topographic map and have
 AE2110.an estimated accuracy of +/- 6 seconds.
 AE2110
 AE2110.The orthometric height was determined by differential leveling
 AE2110.and adjusted in September 1997.
 AE2110
 AE2110.The geoid height was determined by GEOID03.
 AE2110
 AE2110.The dynamic height is computed by dividing the NAVD 88
 AE2110.geopotential number by the normal gravity value computed on the
 AE2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2110.degrees latitude (g = 980.6199 gals.).
 AE2110
 AE2110.The modeled gravity was interpolated from observed gravity values.
 AE2110
 AE2110;                    North         East    Units  Estimated Accuracy
 AE2110;SPC NC       -   287,760.      874,840.      MT  (+/- 180 meters Scaled)
 AE2110
 AE2110                          SUPERSEDED SURVEY CONTROL
 AE2110
 AE2110.No superseded survey control is available for this station.
 AE2110
 AE2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF060186(NAD 83)
 AE2110_MARKER: N = NAIL
 AE2110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE2110_SP_SET: RIGHT-OF-WAY MARKER
 AE2110_STAMPING: CAM 22 1988
 AE2110_MARK LOGO: NCGS  
 AE2110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE2110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2110
 AE2110  HISTORY     - Date     Condition        Report By
 AE2110  HISTORY     - 1988     MONUMENTED       NCGS
 AE2110
 AE2110                          STATION DESCRIPTION
 AE2110
 AE2110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2110'STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) EAST OF CAMDEN. ALONG SR
 AE2110'1107 (SANDY HOOK RD) FOR 5.2 KM (3.25 MI) NORTH FROM Y-JUNCTION WITH
 AE2110'NC 343 TO SR 1116 (BARTLETT RD), IN THE SOUTHWEST QUADRANT OF THE
 AE2110'T-INTERSECTION. MARK IS A P.K. NAIL AND NCGS WASHER IN TOP OF AN NCDOT
 AE2110'RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH ROAD AND PROJECTING 8 INCHES
 AE2110'ABOVE GROUND. LOCATED 8.48 M (27.82 FT) WEST OF THE CENTERLINE OF
 AE2110'ROAD, 15.85 M (52.00 FT) SOUTH OF THE CENTERLINE OF SR 1116 (BARTLETT
 AE2110'RD), 12.75 M (41.83 FT) NORTH OF A TELEPHONE PEDESTAL, 5.61 M (18.41
 AE2110'FT) EAST-NORTHEAST OF THE--BERRY--TOMBSTONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2111 ***********************************************************************
 AE2111  DESIGNATION -  CAM 23
 AE2111  PID         -  AE2111
 AE2111  STATE/COUNTY-  NC/CAMDEN
 AE2111  USGS QUAD   -  SHILOH (1982)
 AE2111
 AE2111                         *CURRENT SURVEY CONTROL
 AE2111  ___________________________________________________________________
 AE2111* NAD 83(1986)-  36 19 14.     (N)    076 03 20.     (W)     SCALED    
 AE2111* NAVD 88     -         3.875  (meters)      12.71   (feet)  ADJUSTED  
 AE2111  ___________________________________________________________________
 AE2111  GEOID HEIGHT-         -38.15  (meters)                     GEOID03
 AE2111  DYNAMIC HT  -           3.872 (meters)      12.70  (feet)  COMP
 AE2111  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 AE2111
 AE2111  VERT ORDER  -  SECOND    CLASS II
 AE2111
 AE2111.The horizontal coordinates were scaled from a topographic map and have
 AE2111.an estimated accuracy of +/- 6 seconds.
 AE2111
 AE2111.The orthometric height was determined by differential leveling
 AE2111.and adjusted in September 1997.
 AE2111
 AE2111.The geoid height was determined by GEOID03.
 AE2111
 AE2111.The dynamic height is computed by dividing the NAVD 88
 AE2111.geopotential number by the normal gravity value computed on the
 AE2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2111.degrees latitude (g = 980.6199 gals.).
 AE2111
 AE2111.The modeled gravity was interpolated from observed gravity values.
 AE2111
 AE2111;                    North         East    Units  Estimated Accuracy
 AE2111;SPC NC       -   289,090.      873,980.      MT  (+/- 180 meters Scaled)
 AE2111
 AE2111                          SUPERSEDED SURVEY CONTROL
 AE2111
 AE2111.No superseded survey control is available for this station.
 AE2111
 AE2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF052200(NAD 83)
 AE2111_MARKER: DB = BENCH MARK DISK
 AE2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2111_STAMPING: CAM 23 1988
 AE2111_MARK LOGO: NCGS  
 AE2111_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2111+STABILITY: SURFACE MOTION
 AE2111
 AE2111  HISTORY     - Date     Condition        Report By
 AE2111  HISTORY     - 1988     MONUMENTED       NCGS
 AE2111
 AE2111                          STATION DESCRIPTION
 AE2111
 AE2111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2111'STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST OF CAMDEN. ALONG SR
 AE2111'1107 (SANDY HOOK RD) FOR 6.9 KM (4.30 MI) NORTH FROM THE Y-JUNCTION
 AE2111'WITH NC 343 OR 2.01 KM (1.25 MI) SOUTH OF SR 1122 (DITCH BANK RD), AT
 AE2111'THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A SMALL CEMETERY.
 AE2111'MARK IS ABOUT LEVEL WITH ROAD AND RECESSED 3 INCHES BELOW GROUND.
 AE2111'LOCATED 9.17 M (30.09 FT) EAST-NORTHEAST OF THE CENTERLINE OF ROAD,
 AE2111'0.71 M (2.33 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF FENCE, 4.78
 AE2111'M (15.68 FT) SOUTH-SOUTHWEST OF THE--MARGARET S. WRIGHT--TOMBSTONE,
 AE2111'AND 28.00 M (91.86 FT) NORTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2112 ***********************************************************************
 AE2112  DESIGNATION -  CAM 24
 AE2112  PID         -  AE2112
 AE2112  STATE/COUNTY-  NC/CAMDEN
 AE2112  USGS QUAD   -  SHILOH (1982)
 AE2112
 AE2112                         *CURRENT SURVEY CONTROL
 AE2112  ___________________________________________________________________
 AE2112* NAD 83(1986)-  36 20 13.     (N)    076 03 52.     (W)     SCALED    
 AE2112* NAVD 88     -         4.309  (meters)      14.14   (feet)  ADJUSTED  
 AE2112  ___________________________________________________________________
 AE2112  GEOID HEIGHT-         -38.10  (meters)                     GEOID03
 AE2112  DYNAMIC HT  -           4.305 (meters)      14.12  (feet)  COMP
 AE2112  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 AE2112
 AE2112  VERT ORDER  -  SECOND    CLASS II
 AE2112
 AE2112.The horizontal coordinates were scaled from a topographic map and have
 AE2112.an estimated accuracy of +/- 6 seconds.
 AE2112
 AE2112.The orthometric height was determined by differential leveling
 AE2112.and adjusted in September 1997.
 AE2112
 AE2112.The geoid height was determined by GEOID03.
 AE2112
 AE2112.The dynamic height is computed by dividing the NAVD 88
 AE2112.geopotential number by the normal gravity value computed on the
 AE2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2112.degrees latitude (g = 980.6199 gals.).
 AE2112
 AE2112.The modeled gravity was interpolated from observed gravity values.
 AE2112
 AE2112;                    North         East    Units  Estimated Accuracy
 AE2112;SPC NC       -   290,890.      873,130.      MT  (+/- 180 meters Scaled)
 AE2112
 AE2112                          SUPERSEDED SURVEY CONTROL
 AE2112
 AE2112.No superseded survey control is available for this station.
 AE2112
 AE2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF044218(NAD 83)
 AE2112_MARKER: N = NAIL
 AE2112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE2112_SP_SET: RIGHT-OF-WAY MARKER
 AE2112_STAMPING: CAM 24 1988
 AE2112_MARK LOGO: NCGS  
 AE2112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2112
 AE2112  HISTORY     - Date     Condition        Report By
 AE2112  HISTORY     - 1988     MONUMENTED       NCGS
 AE2112
 AE2112                          STATION DESCRIPTION
 AE2112
 AE2112'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2112'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) EAST OF CAMDEN. ALONG SR
 AE2112'1107 (SANDY HOOK RD) FOR 8.9 KM (5.55 MI) NORTH FROM Y-JUNCTION WITH
 AE2112'NC 343 TO SR 1122 (DITCH BANK RD), IN THE SOUTHWEST QUADRANT OF THE
 AE2112'T-INTERSECTION. MARK IS A P.K. NAIL AND NCGS WASHER SET IN TOP OF A
 AE2112'NCDOT RIGHT-OF-WAY MARKER, ABOUT LEVEL WITH ROAD AND FLUSH WITH THE
 AE2112'GROUND. LOCATED 27.15 M (89.07 FT) WEST OF THE CENTERLINE OF ROAD,
 AE2112'10.70 M (35.10 FT) SOUTH OF THE CENTERLINE OF SR 1122 (UNPAVED), 18.96
 AE2112'M (62.20 FT) NORTH OF THE NORTHEAST CORNER OF BRICK RESIDENCE, 12.68 M
 AE2112'(41.60 FT) EAST OF THE NORTHEAST C0RNER OF A TIN BUILDING, AND 19.62 M
 AE2112'(64.37 FT) SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL BESIDE POWER POLE
 AE2112'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2113 ***********************************************************************
 AE2113  DESIGNATION -  CAM 25
 AE2113  PID         -  AE2113
 AE2113  STATE/COUNTY-  NC/CAMDEN
 AE2113  USGS QUAD   -  SHILOH (1982)
 AE2113
 AE2113                         *CURRENT SURVEY CONTROL
 AE2113  ___________________________________________________________________
 AE2113* NAD 83(1986)-  36 20 42.     (N)    076 04 07.     (W)     SCALED    
 AE2113* NAVD 88     -         2.144  (meters)       7.03   (feet)  ADJUSTED  
 AE2113  ___________________________________________________________________
 AE2113  GEOID HEIGHT-         -38.08  (meters)                     GEOID03
 AE2113  DYNAMIC HT  -           2.143 (meters)       7.03  (feet)  COMP
 AE2113  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 AE2113
 AE2113  VERT ORDER  -  SECOND    CLASS II
 AE2113
 AE2113.The horizontal coordinates were scaled from a topographic map and have
 AE2113.an estimated accuracy of +/- 6 seconds.
 AE2113
 AE2113.The orthometric height was determined by differential leveling
 AE2113.and adjusted in September 1997.
 AE2113
 AE2113.The geoid height was determined by GEOID03.
 AE2113
 AE2113.The dynamic height is computed by dividing the NAVD 88
 AE2113.geopotential number by the normal gravity value computed on the
 AE2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2113.degrees latitude (g = 980.6199 gals.).
 AE2113
 AE2113.The modeled gravity was interpolated from observed gravity values.
 AE2113
 AE2113;                    North         East    Units  Estimated Accuracy
 AE2113;SPC NC       -   291,770.      872,730.      MT  (+/- 180 meters Scaled)
 AE2113
 AE2113                          SUPERSEDED SURVEY CONTROL
 AE2113
 AE2113.No superseded survey control is available for this station.
 AE2113
 AE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF041227(NAD 83)
 AE2113_MARKER: DB = BENCH MARK DISK
 AE2113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2113_SP_SET: DRIVEWAY
 AE2113_STAMPING: CAM 25 1988
 AE2113_MARK LOGO: NCGS  
 AE2113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2113
 AE2113  HISTORY     - Date     Condition        Report By
 AE2113  HISTORY     - 1988     MONUMENTED       NCGS
 AE2113
 AE2113                          STATION DESCRIPTION
 AE2113
 AE2113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2113'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST-NORTHEAST OF CAMDEN.
 AE2113'ALONG SR 1107 (SANDY HOOK RD) FOR 10.1 KM (6.25 MI) NORTH FROM
 AE2113'Y-JUNCTION WITH NC 343, TO SR 1121, AND STATION ABOUT 325 FEET (99.1
 AE2113'M) SOUTH OF THE T-INTERSECTION, IN THE NORTH EDGE OF A CONCRETE
 AE2113'DRIVEWAY, DIRECTLY OVER THE CULVERT PIPE. MARK IS ABOUT LEVEL WITH
 AE2113'ROAD. LOCATED 7.37 M (24.18 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 AE2113'ROAD, 0.15 M (0.49 FT) SOUTH-SOUTHEAST OF THE NORTH EDGE OF CONCRETE
 AE2113'DRIVE--AND 31.64 M (103.81 FT) SOUTHEAST OF A SERVICE POLE, 44.16 M
 AE2113'(144.88 FT) NORTH-NORTHWEST OF A SERVICE POLE--BOTH WITH REFERENCE
 AE2113'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2114 ***********************************************************************
 AE2114  DESIGNATION -  CAM 26
 AE2114  PID         -  AE2114
 AE2114  STATE/COUNTY-  NC/CAMDEN
 AE2114  USGS QUAD   -  SHILOH (1982)
 AE2114
 AE2114                         *CURRENT SURVEY CONTROL
 AE2114  ___________________________________________________________________
 AE2114* NAD 83(1986)-  36 20 59.     (N)    076 04 23.     (W)     SCALED    
 AE2114* NAVD 88     -         1.887  (meters)       6.19   (feet)  ADJUSTED  
 AE2114  ___________________________________________________________________
 AE2114  GEOID HEIGHT-         -38.05  (meters)                     GEOID03
 AE2114  DYNAMIC HT  -           1.885 (meters)       6.18  (feet)  COMP
 AE2114  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 AE2114
 AE2114  VERT ORDER  -  SECOND    CLASS II
 AE2114
 AE2114.The horizontal coordinates were scaled from a topographic map and have
 AE2114.an estimated accuracy of +/- 6 seconds.
 AE2114
 AE2114.The orthometric height was determined by differential leveling
 AE2114.and adjusted in September 1997.
 AE2114
 AE2114.The geoid height was determined by GEOID03.
 AE2114
 AE2114.The dynamic height is computed by dividing the NAVD 88
 AE2114.geopotential number by the normal gravity value computed on the
 AE2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2114.degrees latitude (g = 980.6199 gals.).
 AE2114
 AE2114.The modeled gravity was interpolated from observed gravity values.
 AE2114
 AE2114;                    North         East    Units  Estimated Accuracy
 AE2114;SPC NC       -   292,280.      872,310.      MT  (+/- 180 meters Scaled)
 AE2114
 AE2114                          SUPERSEDED SURVEY CONTROL
 AE2114
 AE2114.No superseded survey control is available for this station.
 AE2114
 AE2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF037232(NAD 83)
 AE2114_MARKER: DB = BENCH MARK DISK
 AE2114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2114_SP_SET: BRIDGE WHEELGUARD
 AE2114_STAMPING: CAM 26 1988
 AE2114_MARK LOGO: NCGS  
 AE2114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2114+STABILITY: SURFACE MOTION
 AE2114
 AE2114  HISTORY     - Date     Condition        Report By
 AE2114  HISTORY     - 1988     MONUMENTED       NCGS
 AE2114  HISTORY     - 20050906 SEE DESCRIPTION  NCGS
 AE2114
 AE2114                          STATION DESCRIPTION
 AE2114
 AE2114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2114'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) EAST-NORTHEAST OF CAMDEN.
 AE2114'ALONG SR 1147 (INDIANTOWN RD) FOR 3.4 KM (2.10 MI) SOUTH FROM US 158
 AE2114'CROSSROADS, TO INDIANTOWN CREEK BRIDGE AT THE CAMDEN-CURRITUCK COUNTY
 AE2114'LINE, IN THE SOUTH END OF THE EAST WHEELGUARD. MARK IS ABOUT 1-FOOT
 AE2114'HIGHER THAN ROAD. LOCATED 3.78 M (12.40 FT) EAST OF THE CENTERLINE OF
 AE2114'ROAD, 1.00 M (3.28 FT) NORTH OF THE SOUTH END OF THE CONCRETE BRIDGE
 AE2114'RAIL, AND 14.30 M (46.92 FT) NORTHWEST OF A POWER POLE WITH A
 AE2114'REFERENCE TAG.
 AE2114
 AE2114                          STATION RECOVERY (2005)
 AE2114
 AE2114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 AE2114'MARK IS DESTROYED, THE OLD BRIDGE IS BEING REPLACED WITH A NEW ONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2085 ***********************************************************************
 AE2085  DESIGNATION -  CAM 27
 AE2085  PID         -  AE2085
 AE2085  STATE/COUNTY-  NC/CAMDEN
 AE2085  USGS QUAD   -  WADE POINT (1990)
 AE2085
 AE2085                         *CURRENT SURVEY CONTROL
 AE2085  ___________________________________________________________________
 AE2085* NAD 83(1986)-  36 14 27.     (N)    076 01 38.     (W)     SCALED    
 AE2085* NAVD 88     -         2.476  (meters)       8.12   (feet)  ADJUSTED  
 AE2085  ___________________________________________________________________
 AE2085  GEOID HEIGHT-         -38.34  (meters)                     GEOID03
 AE2085  DYNAMIC HT  -           2.474 (meters)       8.12  (feet)  COMP
 AE2085  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 AE2085
 AE2085  VERT ORDER  -  SECOND    CLASS II
 AE2085
 AE2085.The horizontal coordinates were scaled from a topographic map and have
 AE2085.an estimated accuracy of +/- 6 seconds.
 AE2085
 AE2085.The orthometric height was determined by differential leveling
 AE2085.and adjusted in September 1997.
 AE2085
 AE2085.The geoid height was determined by GEOID03.
 AE2085
 AE2085.The dynamic height is computed by dividing the NAVD 88
 AE2085.geopotential number by the normal gravity value computed on the
 AE2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2085.degrees latitude (g = 980.6199 gals.).
 AE2085
 AE2085.The modeled gravity was interpolated from observed gravity values.
 AE2085
 AE2085;                    North         East    Units  Estimated Accuracy
 AE2085;SPC NC       -   280,320.      876,790.      MT  (+/- 180 meters Scaled)
 AE2085
 AE2085                          SUPERSEDED SURVEY CONTROL
 AE2085
 AE2085.No superseded survey control is available for this station.
 AE2085
 AE2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF077111(NAD 83)
 AE2085_MARKER: DB = BENCH MARK DISK
 AE2085_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2085_SP_SET: FOUNDATION
 AE2085_STAMPING: CAM 27 1988
 AE2085_MARK LOGO: NCGS  
 AE2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2085+STABILITY: SURFACE MOTION
 AE2085
 AE2085  HISTORY     - Date     Condition        Report By
 AE2085  HISTORY     - 1988     MONUMENTED       NCGS
 AE2085
 AE2085                          STATION DESCRIPTION
 AE2085
 AE2085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2085'STATION IS LOCATED ABOUT 16.2 KM (10.05 MI) SOUTHEAST OF CAMDEN, IN
 AE2085'OLD TRAP COMMUNITY. AT THE INTERSECTION OF NC 343 WITH SR 1104 (WHARF
 AE2085'RD) AND SR 1147 (PEATOWN RD), IN THE NORTHWEST QUADRANT OF THE
 AE2085'CROSSROADS AND IN THE CONCRETE FOUNDATION AT THE NORTHEAST CORNER
 AE2085'OF--RIGGS GENERAL STORE AND SERVICE STATION--. MARK IS ABOUT LEVEL
 AE2085'WITH HIGHWAY. LOCATED 13.75 M (45.11 FT) WEST OF THE CENTERLINE OF
 AE2085'HIGHWAY, 16.80 M (55.12 FT) 55.1 FT) NORTH OF THE CENTERLINE OF SR
 AE2085'1104, AND 0.65 M (2.13 FT) SOUTHEAST OF A FILLER CAP FOR UNDERGROUND
 AE2085'TANK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2086 ***********************************************************************
 AE2086  DESIGNATION -  CAM 28
 AE2086  PID         -  AE2086
 AE2086  STATE/COUNTY-  NC/CAMDEN
 AE2086  USGS QUAD   -  WADE POINT (1990)
 AE2086
 AE2086                         *CURRENT SURVEY CONTROL
 AE2086  ___________________________________________________________________
 AE2086* NAD 83(1986)-  36 13 41.     (N)    076 01 35.     (W)     SCALED    
 AE2086* NAVD 88     -         0.968  (meters)       3.18   (feet)  ADJUSTED  
 AE2086  ___________________________________________________________________
 AE2086  GEOID HEIGHT-         -38.36  (meters)                     GEOID03
 AE2086  DYNAMIC HT  -           0.967 (meters)       3.17  (feet)  COMP
 AE2086  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 AE2086
 AE2086  VERT ORDER  -  SECOND    CLASS II
 AE2086
 AE2086.The horizontal coordinates were scaled from a topographic map and have
 AE2086.an estimated accuracy of +/- 6 seconds.
 AE2086
 AE2086.The orthometric height was determined by differential leveling
 AE2086.and adjusted in September 1997.
 AE2086
 AE2086.The geoid height was determined by GEOID03.
 AE2086
 AE2086.The dynamic height is computed by dividing the NAVD 88
 AE2086.geopotential number by the normal gravity value computed on the
 AE2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2086.degrees latitude (g = 980.6199 gals.).
 AE2086
 AE2086.The modeled gravity was interpolated from observed gravity values.
 AE2086
 AE2086;                    North         East    Units  Estimated Accuracy
 AE2086;SPC NC       -   278,910.      876,900.      MT  (+/- 180 meters Scaled)
 AE2086
 AE2086                          SUPERSEDED SURVEY CONTROL
 AE2086
 AE2086.No superseded survey control is available for this station.
 AE2086
 AE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF077097(NAD 83)
 AE2086_MARKER: DB = BENCH MARK DISK
 AE2086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2086_SP_SET: GAS PUMP ISLAND
 AE2086_STAMPING: CAM 28 1988
 AE2086_MARK LOGO: NCGS  
 AE2086_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2086
 AE2086  HISTORY     - Date     Condition        Report By
 AE2086  HISTORY     - 1988     MONUMENTED       NCGS
 AE2086
 AE2086                          STATION DESCRIPTION
 AE2086
 AE2086'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2086'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) SOUTHEAST OF CAMDEN, IN
 AE2086'GOOSE CREEK COMMUNITY. ALONG NC 343 AND SR 1100 (TEXAS RD) FOR 1.45 KM
 AE2086'(0.90 MI) SOUTH FROM THE CROSSROADS IN OLD TRAP COMMUNITY TO SR 1101
 AE2086'(ONE MILL RD), IN SOUTH-MOST QUADRANT OF THE T-INTERSECTION, IN EAST
 AE2086'END OF AN ABANDONED GAS PUMP ISLAND. MARK IS ABOUT LEVEL WITH ROAD.
 AE2086'LOCATED 12.90 M (42.32 FT) SOUTHEAST OF THE CENTERLINE OF SR 1101,
 AE2086'44.85 M (147.15 FT) SOUTHWEST OF THE CENTERLINE OF THE T-INTERSECTION,
 AE2086'4.12 M (13.52 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 AE2086'BUILDING, AND 1.86 M (6.10 FT) EAST OF A POWER POLE WITH A TRANSFORMER
 AE2086'AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2118 ***********************************************************************
 AE2118  DESIGNATION -  CAM 29
 AE2118  PID         -  AE2118
 AE2118  STATE/COUNTY-  NC/CAMDEN
 AE2118  USGS QUAD   -  WADE POINT (1990)
 AE2118
 AE2118                         *CURRENT SURVEY CONTROL
 AE2118  ___________________________________________________________________
 AE2118* NAD 83(1986)-  36 13 17.     (N)    076 01 58.     (W)     SCALED    
 AE2118* NAVD 88     -         1.053  (meters)       3.45   (feet)  ADJUSTED  
 AE2118  ___________________________________________________________________
 AE2118  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 AE2118  DYNAMIC HT  -           1.052 (meters)       3.45  (feet)  COMP
 AE2118  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 AE2118
 AE2118  VERT ORDER  -  SECOND    CLASS II
 AE2118
 AE2118.The horizontal coordinates were scaled from a topographic map and have
 AE2118.an estimated accuracy of +/- 6 seconds.
 AE2118
 AE2118.The orthometric height was determined by differential leveling
 AE2118.and adjusted in September 1997.
 AE2118
 AE2118.The geoid height was determined by GEOID03.
 AE2118
 AE2118.The dynamic height is computed by dividing the NAVD 88
 AE2118.geopotential number by the normal gravity value computed on the
 AE2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2118.degrees latitude (g = 980.6199 gals.).
 AE2118
 AE2118.The modeled gravity was interpolated from observed gravity values.
 AE2118
 AE2118;                    North         East    Units  Estimated Accuracy
 AE2118;SPC NC       -   278,150.      876,350.      MT  (+/- 180 meters Scaled)
 AE2118
 AE2118                          SUPERSEDED SURVEY CONTROL
 AE2118
 AE2118.No superseded survey control is available for this station.
 AE2118
 AE2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF071089(NAD 83)
 AE2118_MARKER: DB = BENCH MARK DISK
 AE2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2118_STAMPING: CAM 29 1988
 AE2118_MARK LOGO: NCGS  
 AE2118_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2118+STABILITY: SURFACE MOTION
 AE2118
 AE2118  HISTORY     - Date     Condition        Report By
 AE2118  HISTORY     - 1988     MONUMENTED       NCGS
 AE2118
 AE2118                          STATION DESCRIPTION
 AE2118
 AE2118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2118'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) SOUTHEAST OF CAMDEN.
 AE2118'PROCEED ALONG NC 343 AND SR 1100 (TEXAS RD) FOR 1.45 KM (0.90 MI)
 AE2118'SOUTH FROM THE CROSSROADS IN OLD TRAP COMMUNITY, THENCE 1.05 KM (0.65
 AE2118'MI) SOUTHWEST ALONG SR 1101 (ONE MILL RD) TO SR 1102 (THOMMYS POINT
 AE2118'RD), IN THE WEST-MOST QUADRANT OF THE T-INTERSECTION. MARK IS ABOUT
 AE2118'LEVEL WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 10.58 M
 AE2118'(34.71 FT) NORTHWEST OF THE CENTERLINE OF SR 1101, 11.50 M (37.73 FT)
 AE2118'SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1102--AND 30.36 M (99.61 FT)
 AE2118'WEST OF A TELEPHONE PEDESTAL BESIDE A POLE, 18.83 M (61.78 FT)
 AE2118'EAST-SOUTHEAST OF AN 8-INCH OAK, 16.20 M (53.15 FT) NORTHEAST OF A
 AE2118'6-INCH PINE--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2092 ***********************************************************************
 AE2092  DESIGNATION -  CAM 3
 AE2092  PID         -  AE2092
 AE2092  STATE/COUNTY-  NC/CAMDEN
 AE2092  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2092
 AE2092                         *CURRENT SURVEY CONTROL
 AE2092  ___________________________________________________________________
 AE2092* NAD 83(1986)-  36 18 39.     (N)    076 08 24.     (W)     SCALED    
 AE2092* NAVD 88     -         1.916  (meters)       6.29   (feet)  ADJUSTED  
 AE2092  ___________________________________________________________________
 AE2092  GEOID HEIGHT-         -37.82  (meters)                     GEOID03
 AE2092  DYNAMIC HT  -           1.914 (meters)       6.28  (feet)  COMP
 AE2092  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 AE2092
 AE2092  VERT ORDER  -  SECOND    CLASS II
 AE2092
 AE2092.The horizontal coordinates were scaled from a topographic map and have
 AE2092.an estimated accuracy of +/- 6 seconds.
 AE2092
 AE2092.The orthometric height was determined by differential leveling
 AE2092.and adjusted in September 1997.
 AE2092
 AE2092.The geoid height was determined by GEOID03.
 AE2092
 AE2092.The dynamic height is computed by dividing the NAVD 88
 AE2092.geopotential number by the normal gravity value computed on the
 AE2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2092.degrees latitude (g = 980.6199 gals.).
 AE2092
 AE2092.The modeled gravity was interpolated from observed gravity values.
 AE2092
 AE2092;                    North         East    Units  Estimated Accuracy
 AE2092;SPC NC       -   287,790.      866,430.      MT  (+/- 180 meters Scaled)
 AE2092
 AE2092                          SUPERSEDED SURVEY CONTROL
 AE2092
 AE2092.No superseded survey control is available for this station.
 AE2092
 AE2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF976190(NAD 83)
 AE2092_MARKER: DB = BENCH MARK DISK
 AE2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2092_STAMPING: CAM 3 1988
 AE2092_MARK LOGO: NCGS  
 AE2092_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2092+STABILITY: SURFACE MOTION
 AE2092
 AE2092  HISTORY     - Date     Condition        Report By
 AE2092  HISTORY     - 1988     MONUMENTED       NCGS
 AE2092
 AE2092                          STATION DESCRIPTION
 AE2092
 AE2092'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2092'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2092'NC 343 FOR 3.7 KM (2.30 MI) SOUTHEAST FROM THE US 158 CROSSROADS TO SR
 AE2092'1132 (SAND HILLS RD), ON THE NORTH SIDE OF THE T-INTERSECTION AND ON
 AE2092'THE PROLONGATION OF THE SR 1132 CENTERLINE. MARK IS LEVEL WITH HIGHWAY
 AE2092'AND RECESSED 2 INCHES BELOW GROUND. LOCATED 6.30 M (20.67 FT)
 AE2092'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY, 21.60 M (70.87 FT)
 AE2092'NORTHWEST OF THE CENTERLINE OF GRAVEL DRIVE, 9.16 M (30.05 FT)
 AE2092'NORTHWEST OF A CABLE TELEVISION PEDESTAL, 26.21 M (85.99 FT) SOUTHWEST
 AE2092'OF THE SOUTHEAST CORNER OF A WHITE ALUMINUM SIDING RESIDENCE, 4.62 M
 AE2092'(15.16 FT) SOUTHEAST OF A 6-INCH DOGWOOD, 29.97 M (98.33 FT) NORTHEAST
 AE2092'OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2120 ***********************************************************************
 AE2120  DESIGNATION -  CAM 30
 AE2120  PID         -  AE2120
 AE2120  STATE/COUNTY-  NC/CAMDEN
 AE2120  USGS QUAD   -  WADE POINT (1990)
 AE2120
 AE2120                         *CURRENT SURVEY CONTROL
 AE2120  ___________________________________________________________________
 AE2120* NAD 83(1986)-  36 12 58.     (N)    076 02 40.     (W)     SCALED    
 AE2120* NAVD 88     -         1.417  (meters)       4.65   (feet)  ADJUSTED  
 AE2120  ___________________________________________________________________
 AE2120  GEOID HEIGHT-         -38.31  (meters)                     GEOID03
 AE2120  DYNAMIC HT  -           1.415 (meters)       4.64  (feet)  COMP
 AE2120  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 AE2120
 AE2120  VERT ORDER  -  SECOND    CLASS II
 AE2120
 AE2120.The horizontal coordinates were scaled from a topographic map and have
 AE2120.an estimated accuracy of +/- 6 seconds.
 AE2120
 AE2120.The orthometric height was determined by differential leveling
 AE2120.and adjusted in September 1997.
 AE2120
 AE2120.The geoid height was determined by GEOID03.
 AE2120
 AE2120.The dynamic height is computed by dividing the NAVD 88
 AE2120.geopotential number by the normal gravity value computed on the
 AE2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2120.degrees latitude (g = 980.6199 gals.).
 AE2120
 AE2120.The modeled gravity was interpolated from observed gravity values.
 AE2120
 AE2120;                    North         East    Units  Estimated Accuracy
 AE2120;SPC NC       -   277,540.      875,320.      MT  (+/- 180 meters Scaled)
 AE2120
 AE2120                          SUPERSEDED SURVEY CONTROL
 AE2120
 AE2120.No superseded survey control is available for this station.
 AE2120
 AE2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF061084(NAD 83)
 AE2120_MARKER: DB = BENCH MARK DISK
 AE2120_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2120_SP_SET: SEAWALL
 AE2120_STAMPING: CAM 30 1988
 AE2120_MARK LOGO: NCGS  
 AE2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2120+STABILITY: SURFACE MOTION
 AE2120
 AE2120  HISTORY     - Date     Condition        Report By
 AE2120  HISTORY     - 1988     MONUMENTED       NCGS
 AE2120
 AE2120                          STATION DESCRIPTION
 AE2120
 AE2120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2120'STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTHEAST OF CAMDEN.
 AE2120'PROCEED ALONG NC 343 AND SR 1100 (TEXAS RD) FOR 1.45 KM (0.90 MI)
 AE2120'SOUTH FROM THE CROSSROADS IN OLD TRAP COMMUNITY, THENCE 2.01 KM (1.25
 AE2120'MI) SOUTHWEST ALONG SR 1101 (ONE MILL RD), THENCE 0.40 KM (0.25 MI)
 AE2120'SOUTHWEST ALONG SR 1155 (RIGGS RD) TO SR 1156 (AVERY DRIVE) , AND
 AE2120'STATION ABOUT 750 FEET (228.6 M) NORTHWEST OF THE INTERSECTION ALONG
 AE2120'THE SEAWALL. MARK IS ABOUT LEVEL WITH THE GROUND. LOCATED 35.50 M
 AE2120'(116.47 FT) SOUTH OF THE NORTH END OF SEAWALL, AND 7.22 M (23.69 FT)
 AE2120'NORTHEAST OF A 6-INCH MAPLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2087 ***********************************************************************
 AE2087  DESIGNATION -  CAM 31
 AE2087  PID         -  AE2087
 AE2087  STATE/COUNTY-  NC/CAMDEN
 AE2087  USGS QUAD   -  WADE POINT (1990)
 AE2087
 AE2087                         *CURRENT SURVEY CONTROL
 AE2087  ___________________________________________________________________
 AE2087* NAD 83(1986)-  36 13 06.     (N)    076 00 58.     (W)     SCALED    
 AE2087* NAVD 88     -         1.221  (meters)       4.01   (feet)  ADJUSTED  
 AE2087  ___________________________________________________________________
 AE2087  GEOID HEIGHT-         -38.40  (meters)                     GEOID03
 AE2087  DYNAMIC HT  -           1.220 (meters)       4.00  (feet)  COMP
 AE2087  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 AE2087
 AE2087  VERT ORDER  -  SECOND    CLASS II
 AE2087
 AE2087.The horizontal coordinates were scaled from a topographic map and have
 AE2087.an estimated accuracy of +/- 6 seconds.
 AE2087
 AE2087.The orthometric height was determined by differential leveling
 AE2087.and adjusted in September 1997.
 AE2087
 AE2087.The geoid height was determined by GEOID03.
 AE2087
 AE2087.The dynamic height is computed by dividing the NAVD 88
 AE2087.geopotential number by the normal gravity value computed on the
 AE2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2087.degrees latitude (g = 980.6199 gals.).
 AE2087
 AE2087.The modeled gravity was interpolated from observed gravity values.
 AE2087
 AE2087;                    North         East    Units  Estimated Accuracy
 AE2087;SPC NC       -   277,860.      877,860.      MT  (+/- 180 meters Scaled)
 AE2087
 AE2087                          SUPERSEDED SURVEY CONTROL
 AE2087
 AE2087.No superseded survey control is available for this station.
 AE2087
 AE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF086086(NAD 83)
 AE2087_MARKER: DB = BENCH MARK DISK
 AE2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2087_STAMPING: CAM 31 1988
 AE2087_MARK LOGO: NCGS  
 AE2087_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2087+STABILITY: SURFACE MOTION
 AE2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2087+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2087
 AE2087  HISTORY     - Date     Condition        Report By
 AE2087  HISTORY     - 1988     MONUMENTED       NCGS
 AE2087  HISTORY     - 20011203 SEE DESCRIPTION  NCGS
 AE2087
 AE2087                          STATION DESCRIPTION
 AE2087
 AE2087'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2087'STATION IS LOCATED ABOUT 18.6 KM (11.55 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2087'NC 343 AND SR 1100 (TEXAS RD) FOR 2.9 KM (1.80 MI) SOUTH FROM THE
 AE2087'CROSSROADS IN OLD TRAP COMMUNITY, BESIDE AN OLD FENCE CORNER IN FRONT
 AE2087'OF AN ABANDONED HOUSE. MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH
 AE2087'THE GROUND. LOCATED 8.35 M (27.39 FT) EAST-SOUTHEAST OF THE CENTERLINE
 AE2087'OF ROAD--AND 0.55 M (1.80 FT) SOUTHWEST OF A CORNER FENCE POST, 9.3 M
 AE2087'(30.5 FT) NORTHWEST OF A 16-INCH OAK, 25.00 M (82.02 FT) NORTHEAST OF
 AE2087'A 48-INCH LAUREL OAK, 41.30 M (135.50 FT) SOUTH-SOUTHWEST OF A GATE
 AE2087'POST ON NORTH SIDE OF A FIELD ROAD, 55.20 M (181.10 FT) SOUTH OF A
 AE2087'TELEPHONE PEDESTAL BESIDE A POWER POLE--ALL FIVE WITH REFERENCE TAGS.
 AE2087
 AE2087                          STATION RECOVERY (2001)
 AE2087
 AE2087'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2087'NOT FOUND PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2088 ***********************************************************************
 AE2088  DESIGNATION -  CAM 32
 AE2088  PID         -  AE2088
 AE2088  STATE/COUNTY-  NC/CAMDEN
 AE2088  USGS QUAD   -  WADE POINT (1990)
 AE2088
 AE2088                         *CURRENT SURVEY CONTROL
 AE2088  ___________________________________________________________________
 AE2088* NAD 83(2007)-  36 11 51.52494(N)    076 00 36.37898(W)     ADJUSTED  
 AE2088* NAVD 88     -         0.502  (meters)       1.65   (feet)  ADJUSTED  
 AE2088  ___________________________________________________________________
 AE2088  EPOCH DATE  -        2002.00
 AE2088  X           -   1,245,753.009 (meters)                     COMP
 AE2088  Y           -  -5,000,199.182 (meters)                     COMP
 AE2088  Z           -   3,745,889.513 (meters)                     COMP
 AE2088  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AE2088  ELLIP HEIGHT-         -37.930 (meters)          (02/10/07) ADJUSTED
 AE2088  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 AE2088  DYNAMIC HT  -           0.502 (meters)       1.65  (feet)  COMP
 AE2088
 AE2088  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE2088  Type    PID    Designation                      North   East  Ellip
 AE2088  -------------------------------------------------------------------
 AE2088  NETWORK AE2088 CAM 32                            1.39   1.18   2.33
 AE2088  -------------------------------------------------------------------
 AE2088  MODELED GRAV-     979,796.8   (mgal)                       NAVD 88
 AE2088
 AE2088  VERT ORDER  -  SECOND    CLASS II
 AE2088
 AE2088.The horizontal coordinates were established by GPS observations
 AE2088.and adjusted by the National Geodetic Survey in February 2007.
 AE2088
 AE2088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE2088.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE2088.The horizontal coordinates are valid at the epoch date displayed above.
 AE2088.The epoch date for horizontal control is a decimal equivalence
 AE2088.of Year/Month/Day.
 AE2088
 AE2088.The orthometric height was determined by differential leveling
 AE2088.and adjusted in September 1997.
 AE2088
 AE2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2088
 AE2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE2088
 AE2088.The ellipsoidal height was determined by GPS observations
 AE2088.and is referenced to NAD 83.
 AE2088
 AE2088.The geoid height was determined by GEOID03.
 AE2088
 AE2088.The dynamic height is computed by dividing the NAVD 88
 AE2088.geopotential number by the normal gravity value computed on the
 AE2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2088.degrees latitude (g = 980.6199 gals.).
 AE2088
 AE2088.The modeled gravity was interpolated from observed gravity values.
 AE2088
 AE2088;                    North         East     Units Scale Factor Converg.
 AE2088;SPC NC       -   275,580.552   878,468.588   MT  1.00000879   +1 43 32.4
 AE2088;SPC NC       -   904,133.86  2,882,109.03   sFT  1.00000879   +1 43 32.4
 AE2088;UTM  18      - 4,006,343.403   409,187.884   MT  0.99970161   -0 35 47.7
 AE2088
 AE2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2088!SPC NC       -   1.00000595  x   1.00000879  =   1.00001474
 AE2088!UTM  18      -   1.00000595  x   0.99970161  =   0.99970756
 AE2088
 AE2088                          SUPERSEDED SURVEY CONTROL
 AE2088
 AE2088  NAD 83(2001)-  36 11 51.52553(N)    076 00 36.37850(W) AD(       ) 1
 AE2088  ELLIP H (03/13/03)  -37.963  (m)                       GP(       ) 4 2
 AE2088  NAD 83(1986)-  36 11 51.54314(N)    076 00 36.39277(W) AD(       ) 1
 AE2088  NAVD 88 (08/30/02)    0.50   (m)            1.6    (f) LEVELING    3  
 AE2088
 AE2088.Superseded values are not recommended for survey control.
 AE2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2088.See file dsdata.txt to determine how the superseded data were derived.
 AE2088
 AE2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF0918806343(NAD 83)
 AE2088_MARKER: DB = BENCH MARK DISK
 AE2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2088_STAMPING: CAM 32 1988
 AE2088_MARK LOGO: NCGS  
 AE2088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2088+STABILITY: SURFACE MOTION
 AE2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2088+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2088
 AE2088  HISTORY     - Date     Condition        Report By
 AE2088  HISTORY     - 1988     MONUMENTED       NCGS
 AE2088  HISTORY     - 20011203 GOOD             NCGS
 AE2088
 AE2088                          STATION DESCRIPTION
 AE2088
 AE2088'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2088'STATION IS LOCATED ABOUT 20.5 KM (12.75 MI) SOUTHEAST OF CAMDEN, IN
 AE2088'TEXAS COMMUNITY. ALONG NC 343 AND SR 1100 (TEXAS RD) FOR 5.5 KM (3.40
 AE2088'MI) SOUTH FROM THE CROSSROADS IN OLD TRAP COMMUNITY TO AN OLD ROAD
 AE2088'EAST, IN THE SOUTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS ABOUT
 AE2088'LEVEL WITH ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 7.70 M
 AE2088'(25.26 FT) EAST OF THE CENTERLINE OF ROAD, 4.50 M (14.76 FT) SOUTH OF
 AE2088'THE CENTERLINE OF THE UNPAVED ROAD, 5.32 M (17.45 FT) NORTH OF A ROAD
 AE2088'CULVERT, 13.63 M (44.72 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AE2088'FRAME RESIDENCE--AND 10.35 M (33.96 FT) WEST-NORTHWEST OF A 12-INCH
 AE2088'GUM, 23.45 M (76.94 FT) SOUTH OF A SERVICE POLE--BOTH WITH REFERENCE
 AE2088'TAGS.
 AE2088
 AE2088                          STATION RECOVERY (2001)
 AE2088
 AE2088'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2089 ***********************************************************************
 AE2089  DESIGNATION -  CAM 33
 AE2089  PID         -  AE2089
 AE2089  STATE/COUNTY-  NC/CAMDEN
 AE2089  USGS QUAD   -  WADE POINT (1990)
 AE2089
 AE2089                         *CURRENT SURVEY CONTROL
 AE2089  ___________________________________________________________________
 AE2089* NAD 83(1986)-  36 11 09.     (N)    076 00 33.     (W)     SCALED    
 AE2089* NAVD 88     -         0.302  (meters)       0.99   (feet)  ADJUSTED  
 AE2089  ___________________________________________________________________
 AE2089  GEOID HEIGHT-         -38.46  (meters)                     GEOID03
 AE2089  DYNAMIC HT  -           0.302 (meters)       0.99  (feet)  COMP
 AE2089  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 AE2089
 AE2089  VERT ORDER  -  SECOND    CLASS II
 AE2089
 AE2089.The horizontal coordinates were scaled from a topographic map and have
 AE2089.an estimated accuracy of +/- 6 seconds.
 AE2089
 AE2089.The orthometric height was determined by differential leveling
 AE2089.and adjusted in September 1997.
 AE2089
 AE2089.The geoid height was determined by GEOID03.
 AE2089
 AE2089.The dynamic height is computed by dividing the NAVD 88
 AE2089.geopotential number by the normal gravity value computed on the
 AE2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2089.degrees latitude (g = 980.6199 gals.).
 AE2089
 AE2089.The modeled gravity was interpolated from observed gravity values.
 AE2089
 AE2089;                    North         East    Units  Estimated Accuracy
 AE2089;SPC NC       -   274,270.      878,590.      MT  (+/- 180 meters Scaled)
 AE2089
 AE2089                          SUPERSEDED SURVEY CONTROL
 AE2089
 AE2089.No superseded survey control is available for this station.
 AE2089
 AE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF092050(NAD 83)
 AE2089_MARKER: DB = BENCH MARK DISK
 AE2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2089_STAMPING: CAM 33 1988
 AE2089_MARK LOGO: NCGS  
 AE2089_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2089+STABILITY: SURFACE MOTION
 AE2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2089+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 AE2089
 AE2089  HISTORY     - Date     Condition        Report By
 AE2089  HISTORY     - 1988     MONUMENTED       NCGS
 AE2089  HISTORY     - 20011203 SEE DESCRIPTION  NCGS
 AE2089
 AE2089                          STATION DESCRIPTION
 AE2089
 AE2089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2089'STATION IS LOCATED ABOUT 21.5 KM (13.35 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2089'NC 343 AND SR 1100 (TEXAS RD) FOR 6.8 KM (4.20 MI) SOUTH FROM THE
 AE2089'CROSSROADS IN OLD TRAP COMMUNITY, OR ABOUT 500 FEET (152.4 M) NORTH OF
 AE2089'THE END OF THE ROAD AT SOUND LANDING, ON WEST SIDE OF THE
 AE2089'T-INTERSECTION WITH SR 1162. MARK IS ABOUT LEVEL WITH ROAD AND
 AE2089'RECESSED 1 INCH BELOW GROUND. LOCATED 3.95 M (12.96 FT) WEST OF THE
 AE2089'CENTERLINE OF THE T-INTERSECTION, 0.60 M (1.97 FT) EAST-NORTHEAST OF A
 AE2089'WITNESS POST--AND 4.95 M (16.24 FT) EAST OF A 6-INCH PINE, 9.33 M
 AE2089'(30.61 FT) SOUTH OF A 5-INCH TREE--BOTH WITH REFERENCE TAGS.
 AE2089
 AE2089                          STATION RECOVERY (2001)
 AE2089
 AE2089'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AE2089'NOT FOUND PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2121 ***********************************************************************
 AE2121  DESIGNATION -  CAM 34
 AE2121  PID         -  AE2121
 AE2121  STATE/COUNTY-  NC/CAMDEN
 AE2121  USGS QUAD   -  WADE POINT (1990)
 AE2121
 AE2121                         *CURRENT SURVEY CONTROL
 AE2121  ___________________________________________________________________
 AE2121* NAD 83(1986)-  36 10 58.     (N)    076 00 10.     (W)     SCALED    
 AE2121* NAVD 88     -         0.279  (meters)       0.92   (feet)  ADJUSTED  
 AE2121  ___________________________________________________________________
 AE2121  GEOID HEIGHT-         -38.48  (meters)                     GEOID03
 AE2121  DYNAMIC HT  -           0.279 (meters)       0.92  (feet)  COMP
 AE2121  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 AE2121
 AE2121  VERT ORDER  -  SECOND    CLASS II
 AE2121
 AE2121.The horizontal coordinates were scaled from a topographic map and have
 AE2121.an estimated accuracy of +/- 6 seconds.
 AE2121
 AE2121.The orthometric height was determined by differential leveling
 AE2121.and adjusted in September 1997.
 AE2121
 AE2121.The geoid height was determined by GEOID03.
 AE2121
 AE2121.The dynamic height is computed by dividing the NAVD 88
 AE2121.geopotential number by the normal gravity value computed on the
 AE2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2121.degrees latitude (g = 980.6199 gals.).
 AE2121
 AE2121.The modeled gravity was interpolated from observed gravity values.
 AE2121
 AE2121;                    North         East    Units  Estimated Accuracy
 AE2121;SPC NC       -   273,950.      879,180.      MT  (+/- 180 meters Scaled)
 AE2121
 AE2121                          SUPERSEDED SURVEY CONTROL
 AE2121
 AE2121.No superseded survey control is available for this station.
 AE2121
 AE2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF098046(NAD 83)
 AE2121_MARKER: DB = BENCH MARK DISK
 AE2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2121_STAMPING: CAM 34 1989
 AE2121_MARK LOGO: NCGS  
 AE2121_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2121+STABILITY: SURFACE MOTION
 AE2121
 AE2121  HISTORY     - Date     Condition        Report By
 AE2121  HISTORY     - 1989     MONUMENTED       NCGS
 AE2121
 AE2121                          STATION DESCRIPTION
 AE2121
 AE2121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AE2121'STATION IS LOCATED ABOUT 22.2 KM (13.80 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2121'SR 1162 (SAILBOAT RD) FOR 1.2 KM (0.75 MI) SOUTHEAST FROM INTERSECTION
 AE2121'OF SR 1100 (TEXAS RD), TO THE SECOND 90 DEGREE TURN AT A PRIVATE
 AE2121'GRAVEL DRIVE WEST, AND STATION ON THE SOUTH SIDE OF THE INTERSECTION
 AE2121'AND ON SOUTH PROLONGATION OF THE CENTERLINE OF SR 1162. MARK IS ABOUT
 AE2121'2-FEET LOWER THAN THE ROAD AND IS RECESSED 2 INCHES BELOW GROUND.
 AE2121'LOCATED 3.20 M (10.50 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 AE2121'INTERSECTION OF SAILBOAT RD AND GRAVEL ACCESS RD, 1.33 M (4.36 FT)
 AE2121'NORTH-NORTHEAST OF A WITNESS POST--AND 29.30 M (96.13 FT) WEST OF
 AE2121'18-INCH PINE, 43.23 M (141.83 FT) NORTHWEST OF POWER POLE--BOTH WITH
 AE2121'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2122 ***********************************************************************
 AE2122  DESIGNATION -  CAM 35
 AE2122  PID         -  AE2122
 AE2122  STATE/COUNTY-  NC/CAMDEN
 AE2122  USGS QUAD   -  CAMDEN POINT (1982)
 AE2122
 AE2122                         *CURRENT SURVEY CONTROL
 AE2122  ___________________________________________________________________
 AE2122* NAD 83(1986)-  36 10 42.     (N)    075 59 13.     (W)     SCALED    
 AE2122* NAVD 88     -         0.789  (meters)       2.59   (feet)  ADJUSTED  
 AE2122  ___________________________________________________________________
 AE2122  GEOID HEIGHT-         -38.53  (meters)                     GEOID03
 AE2122  DYNAMIC HT  -           0.788 (meters)       2.59  (feet)  COMP
 AE2122  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 AE2122
 AE2122  VERT ORDER  -  SECOND    CLASS II
 AE2122
 AE2122.The horizontal coordinates were scaled from a topographic map and have
 AE2122.an estimated accuracy of +/- 6 seconds.
 AE2122
 AE2122.The orthometric height was determined by differential leveling
 AE2122.and adjusted in September 1997.
 AE2122
 AE2122.The geoid height was determined by GEOID03.
 AE2122
 AE2122.The dynamic height is computed by dividing the NAVD 88
 AE2122.geopotential number by the normal gravity value computed on the
 AE2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2122.degrees latitude (g = 980.6199 gals.).
 AE2122
 AE2122.The modeled gravity was interpolated from observed gravity values.
 AE2122
 AE2122;                    North         East    Units  Estimated Accuracy
 AE2122;SPC NC       -   273,500.      880,620.      MT  (+/- 180 meters Scaled)
 AE2122
 AE2122                          SUPERSEDED SURVEY CONTROL
 AE2122
 AE2122.No superseded survey control is available for this station.
 AE2122
 AE2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF112041(NAD 83)
 AE2122_MARKER: DB = BENCH MARK DISK
 AE2122_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2122_SP_SET: CONCRETE ENTRANCE APRON
 AE2122_STAMPING: CAM 35 1989
 AE2122_MARK LOGO: NCGS  
 AE2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2122+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1996
 AE2122
 AE2122  HISTORY     - Date     Condition        Report By
 AE2122  HISTORY     - 1989     MONUMENTED       NCGS
 AE2122  HISTORY     - 19960425 GOOD             NCGS
 AE2122
 AE2122                          STATION DESCRIPTION
 AE2122
 AE2122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AE2122'STATION IS LOCATED ABOUT 23.5 KM (14.60 MI) SOUTHEAST OF CAMDEN, IN
 AE2122'CAMDEN POINT AREA OF COUNTY AT THE PARADISE MARINA. IN A CONCRETE
 AE2122'ENTRANCE APRON OF THE STORE SECTION OF BUILDING, ABOUT 2 FEET (0.6 M)
 AE2122'FROM THE WEST WALL, AND ABOUT 350 FEET (106.7 M) SOUTH OF THE
 AE2122'INTERSECTION OF SR 1162 (SAILBOAT RD) WITH PARADISE LANE. MARK IS
 AE2122'ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED 13.80 M
 AE2122'(45.28 FT) EAST-SOUTHEAST OF THE CENTERLINE OF PARADISE LANE, 12.52 M
 AE2122'(41.08 FT) NORTH OF THE SOUTHWEST CORNER OF CAMDEN POINT CHAPEL--AND
 AE2122'0.60 M (1.97 FT) NORTH-NORTHWEST OF POWER POLE, 21.40 M (70.21 FT)
 AE2122'EAST-SOUTHEAST OF POWER POLE--BOTH WITH REFERENCE TAGS.
 AE2122
 AE2122                          STATION RECOVERY (1996)
 AE2122
 AE2122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AE2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2123 ***********************************************************************
 AE2123  DESIGNATION -  CAM 36
 AE2123  PID         -  AE2123
 AE2123  STATE/COUNTY-  NC/CAMDEN
 AE2123  USGS QUAD   -  CAMDEN POINT (1982)
 AE2123
 AE2123                         *CURRENT SURVEY CONTROL
 AE2123  ___________________________________________________________________
 AE2123* NAD 83(1986)-  36 10 35.     (N)    075 58 10.     (W)     SCALED    
 AE2123* NAVD 88     -         1.195  (meters)       3.92   (feet)  ADJUSTED  
 AE2123  ___________________________________________________________________
 AE2123  GEOID HEIGHT-         -38.58  (meters)                     GEOID03
 AE2123  DYNAMIC HT  -           1.194 (meters)       3.92  (feet)  COMP
 AE2123  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 AE2123
 AE2123  VERT ORDER  -  SECOND    CLASS II
 AE2123
 AE2123.The horizontal coordinates were scaled from a topographic map and have
 AE2123.an estimated accuracy of +/- 6 seconds.
 AE2123
 AE2123.The orthometric height was determined by differential leveling
 AE2123.and adjusted in March 2006.
 AE2123
 AE2123.The geoid height was determined by GEOID03.
 AE2123
 AE2123.The dynamic height is computed by dividing the NAVD 88
 AE2123.geopotential number by the normal gravity value computed on the
 AE2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2123.degrees latitude (g = 980.6199 gals.).
 AE2123
 AE2123.The modeled gravity was interpolated from observed gravity values.
 AE2123
 AE2123;                    North         East    Units  Estimated Accuracy
 AE2123;SPC NC       -   273,330.      882,200.      MT  (+/- 180 meters Scaled)
 AE2123
 AE2123                          SUPERSEDED SURVEY CONTROL
 AE2123
 AE2123  NAVD 88 (09/10/97)    1.184  (m)            3.88   (f) UNKNOWN     2 2
 AE2123
 AE2123.Superseded values are not recommended for survey control.
 AE2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2123.See file dsdata.txt to determine how the superseded data were derived.
 AE2123
 AE2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF128039(NAD 83)
 AE2123_MARKER: DB = BENCH MARK DISK
 AE2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2123_STAMPING: CAM 36 1989
 AE2123_MARK LOGO: NCGS  
 AE2123_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2123+STABILITY: SURFACE MOTION
 AE2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2123+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1995
 AE2123
 AE2123  HISTORY     - Date     Condition        Report By
 AE2123  HISTORY     - 1989     MONUMENTED       NCGS
 AE2123  HISTORY     - 19951031 GOOD             NCGS
 AE2123
 AE2123                          STATION DESCRIPTION
 AE2123
 AE2123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AE2123'STATION IS LOCATED ABOUT 24.8 KM (15.40 MI) SOUTHEAST OF CAMDEN, IN
 AE2123'THE CAMDEN POINT AREA OF THE COUNTY. ALONG SR 1162 (SAILBOAT RD) FOR
 AE2123'1.6 KM (1.00 MI) EAST FROM PARADISE LANE AT PARADISE MARINA, TO A
 AE2123'CANAL BRIDGE AND A PRIVATE DRIVE SOUTH TO J.L. NESTOR PROPERTY, IN
 AE2123'SOUTHEAST QUADRANT OF INTERSECTION. MARK IS ABOUT 1-FOOT BELOW
 AE2123'CENTERLINE OF SAILBOAT ROAD AND ABOUT FLUSH WITH THE GROUND. LOCATED
 AE2123'21.38 M (70.14 FT) SOUTH OF THE CENTERLINE OF SAILBOAT RD., 2.34 M
 AE2123'(7.68 FT) EAST OF CENTERLINE OF GRAVEL DRIVE, 29.00 M (95.14 FT)
 AE2123'WEST-SOUTHWEST OF THE CENTER OF WOODEN BRIDGE, AND 0.80 M (2.62 FT)
 AE2123'NORTHEAST OF EAST WOODEN GATEPOST.
 AE2123
 AE2123                          STATION RECOVERY (1995)
 AE2123
 AE2123'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AE2123'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 AE2123'ADDITIONS.  THE WOODEN BRIDGE IS GONE.  MARK IS LOCATED NORTH OF
 AE2123'NESTORS SIGN ON GATE, 70.1 FT (21.4 M) SOUTH-SOUTHWEST OF THE
 AE2123'CENTERLINE OF SAILBOAT ROAD, 2.8 FT (0.9 M) NORTHEAST OF A WOODEN
 AE2123'GATEPOST AND 93.7 FT (28.6 M) EAST-SOUTHEAST OF A TELEPHONE PEDESTAL
 AE2123'(1106-15) .
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2124 ***********************************************************************
 AE2124  DESIGNATION -  CAM 37
 AE2124  PID         -  AE2124
 AE2124  STATE/COUNTY-  NC/CAMDEN
 AE2124  USGS QUAD   -  CAMDEN POINT (1982)
 AE2124
 AE2124                         *CURRENT SURVEY CONTROL
 AE2124  ___________________________________________________________________
 AE2124* NAD 83(1986)-  36 10 11.     (N)    075 56 33.     (W)     SCALED    
 AE2124* NAVD 88     -         0.514  (meters)       1.69   (feet)  ADJUSTED  
 AE2124  ___________________________________________________________________
 AE2124  GEOID HEIGHT-         -38.66  (meters)                     GEOID03
 AE2124  DYNAMIC HT  -           0.513 (meters)       1.68  (feet)  COMP
 AE2124  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 AE2124
 AE2124  VERT ORDER  -  SECOND    CLASS II
 AE2124
 AE2124.The horizontal coordinates were scaled from a topographic map and have
 AE2124.an estimated accuracy of +/- 6 seconds.
 AE2124
 AE2124.The orthometric height was determined by differential leveling
 AE2124.and adjusted in September 1997.
 AE2124
 AE2124.The geoid height was determined by GEOID03.
 AE2124
 AE2124.The dynamic height is computed by dividing the NAVD 88
 AE2124.geopotential number by the normal gravity value computed on the
 AE2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2124.degrees latitude (g = 980.6199 gals.).
 AE2124
 AE2124.The modeled gravity was interpolated from observed gravity values.
 AE2124
 AE2124;                    North         East    Units  Estimated Accuracy
 AE2124;SPC NC       -   272,670.      884,640.      MT  (+/- 180 meters Scaled)
 AE2124
 AE2124                          SUPERSEDED SURVEY CONTROL
 AE2124
 AE2124.No superseded survey control is available for this station.
 AE2124
 AE2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF152031(NAD 83)
 AE2124_MARKER: DB = BENCH MARK DISK
 AE2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2124_STAMPING: CAM 37 1989
 AE2124_MARK LOGO: NCGS  
 AE2124_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2124+STABILITY: SURFACE MOTION
 AE2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2124+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1995
 AE2124
 AE2124  HISTORY     - Date     Condition        Report By
 AE2124  HISTORY     - 1989     MONUMENTED       NCGS
 AE2124  HISTORY     - 19951031 GOOD             NCGS
 AE2124
 AE2124                          STATION DESCRIPTION
 AE2124
 AE2124'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 AE2124'STATION IS LOCATED ABOUT 27.1 KM (16.85 MI) SOUTHEAST OF CAMDEN, IN
 AE2124'CAMDEN POINT AREA OF THE COUNTY. ALONG SR 1162 (SAILBOAT RD) FOR 4.1
 AE2124'KM (2.55 MI) EAST FROM PARADISE LANE AT PARADISE MARINA, AT DUBLIN
 AE2124'WAY, IN SOUTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS ABOUT LEVEL
 AE2124'WITH THE ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 2.75 M (9.02
 AE2124'FT) SOUTHEAST OF THE CENTERLINE OF DUBLIN WAY, 13.00 M (42.65 FT)
 AE2124'SOUTH-SOUTHWEST OF THE CENTERLINE OF SAILBOAT RD, 5.30 M (17.39 FT)
 AE2124'NORTHWEST OF THE CENTERLINE OF A CANAL, AND 7.40 M (24.28 FT)
 AE2124'SOUTHEAST OF TELEPHONE PEDESTAL NO. 1111-15.
 AE2124
 AE2124                          STATION RECOVERY (1995)
 AE2124
 AE2124'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AE2124'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 AE2124'ADDITIONS.  MARK IS ABOUT 0.5-FOOT LOWER THAN THE CENTERLINE OF DUBLIN
 AE2124'WAY AND RECESSED 3 INCHES BELOW GROUND.  LOCATED 43.5 FT (13.3 M)
 AE2124'SOUTH-SOUTHWEST OF THE CENTERLINE OF SAILBOAT ROAD, 24.0 FT (7.3 M)
 AE2124'SOUTHEAST OF A TELEPHONE PEDESTAL (1111-15) , 12.1 FT (3.7 M)
 AE2124'SOUTHWEST OF A 6-INCH MAPLE AND 24.4 FT (7.4 M) SOUTH-SOUTHWEST OF A
 AE2124'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1773 ***********************************************************************
 AJ1773  DESIGNATION -  CAM 38
 AJ1773  PID         -  AJ1773
 AJ1773  STATE/COUNTY-  NC/CAMDEN
 AJ1773  USGS QUAD   -  SOUTH MILLS (1982)
 AJ1773
 AJ1773                         *CURRENT SURVEY CONTROL
 AJ1773  ___________________________________________________________________
 AJ1773* NAD 83(1986)-  36 29 24.     (N)    076 15 35.     (W)     SCALED    
 AJ1773* NAVD 88     -         5.242  (meters)      17.20   (feet)  ADJUSTED  
 AJ1773  ___________________________________________________________________
 AJ1773  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 AJ1773  DYNAMIC HT  -           5.238 (meters)      17.18  (feet)  COMP
 AJ1773  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 AJ1773
 AJ1773  VERT ORDER  -  SECOND    CLASS I
 AJ1773
 AJ1773.The horizontal coordinates were scaled from a topographic map and have
 AJ1773.an estimated accuracy of +/- 6 seconds.
 AJ1773
 AJ1773.The orthometric height was determined by differential leveling
 AJ1773.and adjusted in April 2001.
 AJ1773.No vertical observational check was made to the station.
 AJ1773
 AJ1773.The geoid height was determined by GEOID03.
 AJ1773
 AJ1773.The dynamic height is computed by dividing the NAVD 88
 AJ1773.geopotential number by the normal gravity value computed on the
 AJ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1773.degrees latitude (g = 980.6199 gals.).
 AJ1773
 AJ1773.The modeled gravity was interpolated from observed gravity values.
 AJ1773
 AJ1773;                    North         East    Units  Estimated Accuracy
 AJ1773;SPC NC       -   307,360.      855,130.      MT  (+/- 180 meters Scaled)
 AJ1773
 AJ1773                          SUPERSEDED SURVEY CONTROL
 AJ1773
 AJ1773.No superseded survey control is available for this station.
 AJ1773
 AJ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF871390(NAD 83)
 AJ1773_MARKER: DB = BENCH MARK DISK
 AJ1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1773_STAMPING: CAM 38 1997
 AJ1773_MARK LOGO: NCGS  
 AJ1773_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1773+STABILITY: SURFACE MOTION
 AJ1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1773+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ1773
 AJ1773  HISTORY     - Date     Condition        Report By
 AJ1773  HISTORY     - 1997     MONUMENTED       NCGS
 AJ1773
 AJ1773                          STATION DESCRIPTION
 AJ1773
 AJ1773'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AJ1773'STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-SOUTHWEST OF MOYOCK AND
 AJ1773'4.9 MI (7.9 KM) NORTHEAST OF SOUTH MILLS.  ALONG SR 1224 (OLD SWAMP
 AJ1773'ROAD) FOR 1.7 MI (2.7 KM) NORTHEAST FROM TAR CORNER (SR 1225-LILLY
 AJ1773'ROAD), IN THE SHOULDER, AND ON THE PROLONGATION OF A DITCH AND WOOD
 AJ1773'LINE (SE), OR 0.8 MI (1.3 KM) SOUTHWEST OF THE CURRITUCK COUNTY LINE.
 AJ1773'MARK IS ABOUT 3-FEET LOWER THAN SR 1224 AND RECESSED 4-INCHES BELOW
 AJ1773'THE GROUND.  LOCATED 23.6 FT (7.2 M) SOUTHEAST OF THE CENTERLINE OF SR
 AJ1773'1224, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST, 8.0 FT (2.4 M)
 AJ1773'NORTHWEST OF A CORNER FENCE POST WITH A REFERENCE TAG, AND 17.0 FT
 AJ1773'(5.2 M) NORTHWEST OF A 30-INCH FORKED PINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2093 ***********************************************************************
 AE2093  DESIGNATION -  CAM 4
 AE2093  PID         -  AE2093
 AE2093  STATE/COUNTY-  NC/CAMDEN
 AE2093  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2093
 AE2093                         *CURRENT SURVEY CONTROL
 AE2093  ___________________________________________________________________
 AE2093* NAD 83(1986)-  36 17 39.     (N)    076 08 19.     (W)     SCALED    
 AE2093* NAVD 88     -         1.907  (meters)       6.26   (feet)  ADJUSTED  
 AE2093  ___________________________________________________________________
 AE2093  GEOID HEIGHT-         -37.85  (meters)                     GEOID03
 AE2093  DYNAMIC HT  -           1.905 (meters)       6.25  (feet)  COMP
 AE2093  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 AE2093
 AE2093  VERT ORDER  -  SECOND    CLASS II
 AE2093
 AE2093.The horizontal coordinates were scaled from a topographic map and have
 AE2093.an estimated accuracy of +/- 6 seconds.
 AE2093
 AE2093.The orthometric height was determined by differential leveling
 AE2093.and adjusted in September 1997.
 AE2093
 AE2093.The geoid height was determined by GEOID03.
 AE2093
 AE2093.The dynamic height is computed by dividing the NAVD 88
 AE2093.geopotential number by the normal gravity value computed on the
 AE2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2093.degrees latitude (g = 980.6199 gals.).
 AE2093
 AE2093.The modeled gravity was interpolated from observed gravity values.
 AE2093
 AE2093;                    North         East    Units  Estimated Accuracy
 AE2093;SPC NC       -   285,950.      866,610.      MT  (+/- 180 meters Scaled)
 AE2093
 AE2093                          SUPERSEDED SURVEY CONTROL
 AE2093
 AE2093.No superseded survey control is available for this station.
 AE2093
 AE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF977171(NAD 83)
 AE2093_MARKER: DB = BENCH MARK DISK
 AE2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2093_STAMPING: CAM 4 1988
 AE2093_MARK LOGO: NCGS  
 AE2093_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2093+STABILITY: SURFACE MOTION
 AE2093
 AE2093  HISTORY     - Date     Condition        Report By
 AE2093  HISTORY     - 1988     MONUMENTED       NCGS
 AE2093
 AE2093                          STATION DESCRIPTION
 AE2093
 AE2093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2093'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF CAMDEN. ALONG
 AE2093'SR 1139 AND THENCE SR 1132 (COUNTRY CLUB RD) FOR 4.99 KM (3.10 MI)
 AE2093'SOUTHEAST FROM US 158, AT SR 1130 (TREASURE POINT RD), IN NORTHEAST
 AE2093'QUADRANT OF THE T-INTERSECTION, BEHIND A--TREASURE POINT--SIGN. MARK
 AE2093'IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED 12.35 M
 AE2093'(40.52 FT) EAST OF THE CENTERLINE OF SR 1132 (SAND HILLS RD) , 14.90 M
 AE2093'(48.88 FT) NORTH OF THE CENTERLINE OF SR 1130, 20.84 M (68.37 FT) EAST
 AE2093'OF A TELEPHONE PEDESTAL--AND 1.12 M (3.67 FT) NORTH-NORTHEAST OF THE
 AE2093'SOUTH-MOST SIGN POST WITH A REFERENCE TAG, 2.60 M (8.53 FT) SOUTHWEST
 AE2093'OF AN 18-INCH PINE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2094 ***********************************************************************
 AE2094  DESIGNATION -  CAM 5
 AE2094  PID         -  AE2094
 AE2094  STATE/COUNTY-  NC/CAMDEN
 AE2094  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2094
 AE2094                         *CURRENT SURVEY CONTROL
 AE2094  ___________________________________________________________________
 AE2094* NAD 83(1986)-  36 17 38.     (N)    076 08 48.     (W)     SCALED    
 AE2094* NAVD 88     -         3.321  (meters)      10.90   (feet)  ADJUSTED  
 AE2094  ___________________________________________________________________
 AE2094  GEOID HEIGHT-         -37.81  (meters)                     GEOID03
 AE2094  DYNAMIC HT  -           3.318 (meters)      10.89  (feet)  COMP
 AE2094  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 AE2094
 AE2094  VERT ORDER  -  SECOND    CLASS II
 AE2094
 AE2094.The horizontal coordinates were scaled from a topographic map and have
 AE2094.an estimated accuracy of +/- 6 seconds.
 AE2094
 AE2094.The orthometric height was determined by differential leveling
 AE2094.and adjusted in September 1997.
 AE2094
 AE2094.The geoid height was determined by GEOID03.
 AE2094
 AE2094.The dynamic height is computed by dividing the NAVD 88
 AE2094.geopotential number by the normal gravity value computed on the
 AE2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2094.degrees latitude (g = 980.6199 gals.).
 AE2094
 AE2094.The modeled gravity was interpolated from observed gravity values.
 AE2094
 AE2094;                    North         East    Units  Estimated Accuracy
 AE2094;SPC NC       -   285,890.      865,890.      MT  (+/- 180 meters Scaled)
 AE2094
 AE2094                          SUPERSEDED SURVEY CONTROL
 AE2094
 AE2094.No superseded survey control is available for this station.
 AE2094
 AE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF970171(NAD 83)
 AE2094_MARKER: DB = BENCH MARK DISK
 AE2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2094_STAMPING: CAM 5 1988
 AE2094_MARK LOGO: NCGS  
 AE2094_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2094+STABILITY: SURFACE MOTION
 AE2094
 AE2094  HISTORY     - Date     Condition        Report By
 AE2094  HISTORY     - 1988     MONUMENTED       NCGS
 AE2094
 AE2094                          STATION DESCRIPTION
 AE2094
 AE2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2094'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTH-SOUTHEAST OF CAMDEN.
 AE2094'ALONG SR 1139 AND THENCE SR 1132 (COUNTRY CLUB RD) FOR 4.1 KM (2.55
 AE2094'MI) SOUTHEAST FROM US 158, AT SR 1131 (WHITEHALL RD), IN THE SOUTHEAST
 AE2094'QUADRANT OF THE T-INTERSECTION, AT THE SOUTHWEST END OF A--WHITEHALL
 AE2094'SHORES--SIGN. MARK IS LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW
 AE2094'GROUND. LOCATED 17.25 M (56.59 FT) SOUTHWEST OF THE CENTERLINE OF SR
 AE2094'1132, 7.55 M (24.77 FT) EAST OF THE CENTERLINE OF SR 1131 (WHITEHALL
 AE2094'RD)--AND 0.85 M (2.79 FT) NORTH-NORTHWEST OF THE SOUTHWEST-MOST POST
 AE2094'OF THE SIGN, 5.05 M (16.57 FT) WEST-NORTHWEST OF A 34-INCH PINE, 6.45
 AE2094'M (21.16 FT) NORTH-NORTHWEST OF A 24-INCH PINE--ALL THREE WITH A
 AE2094'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2095 ***********************************************************************
 AE2095  DESIGNATION -  CAM 6
 AE2095  PID         -  AE2095
 AE2095  STATE/COUNTY-  NC/CAMDEN
 AE2095  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2095
 AE2095                         *CURRENT SURVEY CONTROL
 AE2095  ___________________________________________________________________
 AE2095* NAD 83(1986)-  36 18 11.     (N)    076 09 12.     (W)     SCALED    
 AE2095* NAVD 88     -         0.683  (meters)       2.24   (feet)  ADJUSTED  
 AE2095  ___________________________________________________________________
 AE2095  GEOID HEIGHT-         -37.78  (meters)                     GEOID03
 AE2095  DYNAMIC HT  -           0.683 (meters)       2.24  (feet)  COMP
 AE2095  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 AE2095
 AE2095  VERT ORDER  -  SECOND    CLASS II
 AE2095
 AE2095.The horizontal coordinates were scaled from a topographic map and have
 AE2095.an estimated accuracy of +/- 6 seconds.
 AE2095
 AE2095.The orthometric height was determined by differential leveling
 AE2095.and adjusted in September 1997.
 AE2095
 AE2095.The geoid height was determined by GEOID03.
 AE2095
 AE2095.The dynamic height is computed by dividing the NAVD 88
 AE2095.geopotential number by the normal gravity value computed on the
 AE2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2095.degrees latitude (g = 980.6199 gals.).
 AE2095
 AE2095.The modeled gravity was interpolated from observed gravity values.
 AE2095
 AE2095;                    North         East    Units  Estimated Accuracy
 AE2095;SPC NC       -   286,890.      865,260.      MT  (+/- 180 meters Scaled)
 AE2095
 AE2095                          SUPERSEDED SURVEY CONTROL
 AE2095
 AE2095.No superseded survey control is available for this station.
 AE2095
 AE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF964181(NAD 83)
 AE2095_MARKER: N = NAIL
 AE2095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2095_SP_SET: PIPE CULVERT
 AE2095_STAMPING: CAM 6 1988
 AE2095_MARK LOGO: NCGS  
 AE2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2095+STABILITY: SURFACE MOTION
 AE2095
 AE2095  HISTORY     - Date     Condition        Report By
 AE2095  HISTORY     - 1988     MONUMENTED       NCGS
 AE2095
 AE2095                          STATION DESCRIPTION
 AE2095
 AE2095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2095'STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) SOUTH-SOUTHEAST OF CAMDEN.
 AE2095'PROCEED ALONG SR 1139 AND THENCE SR 1132 (COUNTRY CLUB RD) FOR 2.9 KM
 AE2095'(1.80 MI) SOUTHEAST FROM US 158, IN THE SOUTHWEST END OF A CONCRETE
 AE2095'CULVERT PIPE, AND ABOUT 150 FEET (45.7 M) EAST OF A BRICK RESIDENCE.
 AE2095'MARK IS A PK NAIL AND WASHER SET IN A CONCRETE PIPE, AND ABOUT 1.5
 AE2095'FEET (0.5 M) LOWER THAN LEVEL OF ROAD. LOCATED 6.90 M (22.64 FT)
 AE2095'SOUTHWEST OF THE CENTERLINE OF ROAD, AND 18.70 M (61.35 FT)
 AE2095'WEST-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2096 ***********************************************************************
 AE2096  DESIGNATION -  CAM 7
 AE2096  PID         -  AE2096
 AE2096  STATE/COUNTY-  NC/CAMDEN
 AE2096  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2096
 AE2096                         *CURRENT SURVEY CONTROL
 AE2096  ___________________________________________________________________
 AE2096* NAD 83(1986)-  36 18 35.     (N)    076 10 07.     (W)     SCALED    
 AE2096* NAVD 88     -         3.084  (meters)      10.12   (feet)  ADJUSTED  
 AE2096  ___________________________________________________________________
 AE2096  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 AE2096  DYNAMIC HT  -           3.082 (meters)      10.11  (feet)  COMP
 AE2096  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 AE2096
 AE2096  VERT ORDER  -  SECOND    CLASS II
 AE2096
 AE2096.The horizontal coordinates were scaled from a topographic map and have
 AE2096.an estimated accuracy of +/- 6 seconds.
 AE2096
 AE2096.The orthometric height was determined by differential leveling
 AE2096.and adjusted in September 1997.
 AE2096
 AE2096.The geoid height was determined by GEOID03.
 AE2096
 AE2096.The dynamic height is computed by dividing the NAVD 88
 AE2096.geopotential number by the normal gravity value computed on the
 AE2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2096.degrees latitude (g = 980.6199 gals.).
 AE2096
 AE2096.The modeled gravity was interpolated from observed gravity values.
 AE2096
 AE2096;                    North         East    Units  Estimated Accuracy
 AE2096;SPC NC       -   287,590.      863,860.      MT  (+/- 180 meters Scaled)
 AE2096
 AE2096                          SUPERSEDED SURVEY CONTROL
 AE2096
 AE2096.No superseded survey control is available for this station.
 AE2096
 AE2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF950189(NAD 83)
 AE2096_MARKER: N = NAIL
 AE2096_SETTING: 0 = UNSPECIFIED SETTING
 AE2096_STAMPING: CAM 7 1988
 AE2096_MARK LOGO: NCGS  
 AE2096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2096
 AE2096  HISTORY     - Date     Condition        Report By
 AE2096  HISTORY     - 1988     MONUMENTED       NCGS
 AE2096
 AE2096                          STATION DESCRIPTION
 AE2096
 AE2096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2096'STATION IS LOCATED IN CAMDEN. ALONG SR 1139 (COUNTRY CLUB RD) FOR 1.3
 AE2096'KM (0.80 MI) SOUTHEAST FROM US 158 CROSSROADS, TO SR 1138 (SEYMOUR AND
 AE2096'CHANTILLY ROADS), IN THE WEST-MOST QUADRANT OF THE CROSSROADS. MARK IS
 AE2096'A P. K. NAIL AND NCGS WASHER IN TOP OF A NCDOT RIGHT-0F-WAY MARKER,
 AE2096'ABOUT LEVEL WITH ROAD AND PROJECTS 10-INCHES ABOVE GROUND. LOCATED
 AE2096'9.10 M (29.86 FT) NORTHWEST OF THE CENTERLINE OF SR 1138 (CHANTILLY
 AE2096'RD), 22.35 M (73.33 FT) WEST OF THE CENTERLINE OF THE CROSSROADS,
 AE2096'14.94 M (49.02 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
 AE2096'RESIDENCE, AND 0.90 M (2.95 FT) NORTH-NORTHEAST OF A TELEPHONE
 AE2096'PEDESTAL BESIDE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2097 ***********************************************************************
 AE2097  DESIGNATION -  CAM 8
 AE2097  PID         -  AE2097
 AE2097  STATE/COUNTY-  NC/CAMDEN
 AE2097  USGS QUAD   -  ELIZABETH CITY (1982)
 AE2097
 AE2097                         *CURRENT SURVEY CONTROL
 AE2097  ___________________________________________________________________
 AE2097* NAD 83(1986)-  36 18 36.     (N)    076 07 51.     (W)     SCALED    
 AE2097* NAVD 88     -         1.391  (meters)       4.56   (feet)  ADJUSTED  
 AE2097  ___________________________________________________________________
 AE2097  GEOID HEIGHT-         -37.86  (meters)                     GEOID03
 AE2097  DYNAMIC HT  -           1.390 (meters)       4.56  (feet)  COMP
 AE2097  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 AE2097
 AE2097  VERT ORDER  -  SECOND    CLASS II
 AE2097
 AE2097.The horizontal coordinates were scaled from a topographic map and have
 AE2097.an estimated accuracy of +/- 6 seconds.
 AE2097
 AE2097.The orthometric height was determined by differential leveling
 AE2097.and adjusted in September 1997.
 AE2097
 AE2097.The geoid height was determined by GEOID03.
 AE2097
 AE2097.The dynamic height is computed by dividing the NAVD 88
 AE2097.geopotential number by the normal gravity value computed on the
 AE2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2097.degrees latitude (g = 980.6199 gals.).
 AE2097
 AE2097.The modeled gravity was interpolated from observed gravity values.
 AE2097
 AE2097;                    North         East    Units  Estimated Accuracy
 AE2097;SPC NC       -   287,720.      867,260.      MT  (+/- 180 meters Scaled)
 AE2097
 AE2097                          SUPERSEDED SURVEY CONTROL
 AE2097
 AE2097.No superseded survey control is available for this station.
 AE2097
 AE2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF984189(NAD 83)
 AE2097_MARKER: DB = BENCH MARK DISK
 AE2097_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE2097_SP_SET: BRIDGE WINGWALL
 AE2097_STAMPING: CAM 8 1988
 AE2097_MARK LOGO: NCGS  
 AE2097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2097
 AE2097  HISTORY     - Date     Condition        Report By
 AE2097  HISTORY     - 1988     MONUMENTED       NCGS
 AE2097
 AE2097                          STATION DESCRIPTION
 AE2097
 AE2097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2097'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST-SOUTHEAST OF CAMDEN.
 AE2097'ALONG NC 343 FOR 4.5 KM (2.80 MI) SOUTHEAST FROM THE NC 158
 AE2097'CROSSROADS, AT--MILL DAM CREEK--BRIDGE, IN THE NORTHEAST WINGWALL.
 AE2097'MARK IS LEVEL WITH HIGHWAY. LOCATED 7.30 M (23.95 FT) NORTH OF THE
 AE2097'CENTERLINE OF THE HIGHWAY, 2.24 M (7.35 FT) WEST OF THE EAST END OF
 AE2097'THE NORTH CONCRETE WHEELGUARD, AND 19.48 M (63.91 FT) EAST OF A POWER
 AE2097'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE2098 ***********************************************************************
 AE2098  DESIGNATION -  CAM 9
 AE2098  PID         -  AE2098
 AE2098  STATE/COUNTY-  NC/CAMDEN
 AE2098  USGS QUAD   -  SHILOH (1982)
 AE2098
 AE2098                         *CURRENT SURVEY CONTROL
 AE2098  ___________________________________________________________________
 AE2098* NAD 83(1986)-  36 18 02.     (N)    076 06 57.     (W)     SCALED    
 AE2098* NAVD 88     -         1.583  (meters)       5.19   (feet)  ADJUSTED  
 AE2098  ___________________________________________________________________
 AE2098  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 AE2098  DYNAMIC HT  -           1.581 (meters)       5.19  (feet)  COMP
 AE2098  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 AE2098
 AE2098  VERT ORDER  -  SECOND    CLASS II
 AE2098
 AE2098.The horizontal coordinates were scaled from a topographic map and have
 AE2098.an estimated accuracy of +/- 6 seconds.
 AE2098
 AE2098.The orthometric height was determined by differential leveling
 AE2098.and adjusted in September 1997.
 AE2098
 AE2098.The geoid height was determined by GEOID03.
 AE2098
 AE2098.The dynamic height is computed by dividing the NAVD 88
 AE2098.geopotential number by the normal gravity value computed on the
 AE2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2098.degrees latitude (g = 980.6199 gals.).
 AE2098
 AE2098.The modeled gravity was interpolated from observed gravity values.
 AE2098
 AE2098;                    North         East    Units  Estimated Accuracy
 AE2098;SPC NC       -   286,710.      868,630.      MT  (+/- 180 meters Scaled)
 AE2098
 AE2098                          SUPERSEDED SURVEY CONTROL
 AE2098
 AE2098.No superseded survey control is available for this station.
 AE2098
 AE2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF998178(NAD 83)
 AE2098_MARKER: DB = BENCH MARK DISK
 AE2098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE2098_SP_SET: BRIDGE ABUTMENT
 AE2098_STAMPING: CAM 9 1988
 AE2098_MARK LOGO: NCGS  
 AE2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2098
 AE2098  HISTORY     - Date     Condition        Report By
 AE2098  HISTORY     - 1988     MONUMENTED       NCGS
 AE2098
 AE2098                          STATION DESCRIPTION
 AE2098
 AE2098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 AE2098'STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) EAST-SOUTHEAST OF CAMDEN.
 AE2098'ALONG NC 343 FOR 6.4 KM (3.95 MI) SOUTHEAST FROM US 158 CROSSROADS
 AE2098'TO--ARENEUSE CREEK--BRIDGE, IN THE NORTHEAST END OF THE NORTHWEST
 AE2098'ABUTMENT,  LEVEL WITH HIGHWAY, 7.60 M (24.93 FT) NORTHEAST OF THE
 AE2098'CENTERLINE OF THE HIGHWAY, AND 9.87 M (32.38 FT) SOUTH-SOUTHEAST OF A
 AE2098'POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6783 ***********************************************************************
 AB6783  CBN         -  This is a Cooperative Base Network Control Station.
 AB6783  DESIGNATION -  CAMA
 AB6783  PID         -  AB6783
 AB6783  STATE/COUNTY-  NC/PASQUOTANK
 AB6783  USGS QUAD   -  PASQUOTANK (1982)
 AB6783
 AB6783                         *CURRENT SURVEY CONTROL
 AB6783  ___________________________________________________________________
 AB6783* NAD 83(2007)-  36 15 41.34380(N)    076 18 02.81254(W)     ADJUSTED  
 AB6783* NAVD 88     -         3.737  (meters)      12.26   (feet)  ADJUSTED  
 AB6783  ___________________________________________________________________
 AB6783  EPOCH DATE  -        2002.00
 AB6783  X           -   1,219,379.163 (meters)                     COMP
 AB6783  Y           -  -5,002,390.789 (meters)                     COMP
 AB6783  Z           -   3,751,606.241 (meters)                     COMP
 AB6783  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 AB6783  ELLIP HEIGHT-         -33.487 (meters)          (02/10/07) ADJUSTED
 AB6783  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AB6783  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 AB6783
 AB6783  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6783  Type    PID    Designation                      North   East  Ellip
 AB6783  -------------------------------------------------------------------
 AB6783  NETWORK AB6783 CAMA                              0.29   0.25   0.71
 AB6783  -------------------------------------------------------------------
 AB6783  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 AB6783
 AB6783  VERT ORDER  -  SECOND    CLASS II
 AB6783
 AB6783.The horizontal coordinates were established by GPS observations
 AB6783.and adjusted by the National Geodetic Survey in February 2007.
 AB6783
 AB6783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6783.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6783.The horizontal coordinates are valid at the epoch date displayed above.
 AB6783.The epoch date for horizontal control is a decimal equivalence
 AB6783.of Year/Month/Day.
 AB6783
 AB6783.The orthometric height was determined by differential leveling
 AB6783.and adjusted in September 1997.
 AB6783
 AB6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6783
 AB6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6783
 AB6783.The ellipsoidal height was determined by GPS observations
 AB6783.and is referenced to NAD 83.
 AB6783
 AB6783.The geoid height was determined by GEOID03.
 AB6783
 AB6783.The dynamic height is computed by dividing the NAVD 88
 AB6783.geopotential number by the normal gravity value computed on the
 AB6783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6783.degrees latitude (g = 980.6199 gals.).
 AB6783
 AB6783.The modeled gravity was interpolated from observed gravity values.
 AB6783
 AB6783;                    North         East     Units Scale Factor Converg.
 AB6783;SPC NC       -   281,912.779   852,143.643   MT  1.00002784   +1 33 28.5
 AB6783;SPC NC       -   924,908.84  2,795,741.27   sFT  1.00002784   +1 33 28.5
 AB6783;UTM  18      - 4,013,736.152   383,148.879   MT  0.99976823   -0 46 10.1
 AB6783
 AB6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6783!SPC NC       -   1.00000526  x   1.00002784  =   1.00003310
 AB6783!UTM  18      -   1.00000526  x   0.99976823  =   0.99977348
 AB6783
 AB6783                          SUPERSEDED SURVEY CONTROL
 AB6783
 AB6783  NAD 83(2001)-  36 15 41.34430(N)    076 18 02.81223(W) AD(       ) B
 AB6783  ELLIP H (01/30/03)  -33.497  (m)                       GP(       ) 4 2
 AB6783  NAD 83(1986)-  36 15 41.35993(N)    076 18 02.82769(W) AD(       ) 1
 AB6783  NAD 83(1995)-  36 15 41.34471(N)    076 18 02.81194(W) AD(       ) B
 AB6783  ELLIP H (09/11/96)  -33.496  (m)                       GP(       ) 4 1
 AB6783  NAVD 88 (06/02/98)    3.74   (m)           12.3    (f) LEVELING    3  
 AB6783  NGVD 29 (09/29/97)    4.03   (m)           13.2    (f) LEVELING    3  
 AB6783
 AB6783.Superseded values are not recommended for survey control.
 AB6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6783.See file dsdata.txt to determine how the superseded data were derived.
 AB6783
 AB6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8314913736(NAD 83)
 AB6783_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6783_STAMPING: CAMA 1995
 AB6783_MARK LOGO: NCGS  
 AB6783_PROJECTION: FLUSH
 AB6783_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6783+STABILITY: SURFACE MOTION
 AB6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6783+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 AB6783
 AB6783  HISTORY     - Date     Condition        Report By
 AB6783  HISTORY     - 1995     MONUMENTED       NCGS
 AB6783  HISTORY     - 19950207 GOOD             NCGS
 AB6783  HISTORY     - 19950918 GOOD             NCGS
 AB6783  HISTORY     - 19970215 GOOD             NCGS
 AB6783  HISTORY     - 19970418 GOOD             NCGS
 AB6783  HISTORY     - 20011212 GOOD             NCGS
 AB6783  HISTORY     - 20050717 GOOD             WOOLPT
 AB6783
 AB6783                          STATION DESCRIPTION
 AB6783
 AB6783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AB6783'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF ELIZABETH CITY AND
 AB6783'4.5 NORTHWEST OF NIXONTON (AT THE DEHNR ELIZABETH CITY OFFICE
 AB6783'BUILDING). ALONG US 17 FOR 2.15 MI (3.46 KM) NORTHEAST FROM THE BRIDGE
 AB6783'OVER THE LITTLE RIVER-PERQUIMANS/PASQUOTANK COUNTY LINE, ON THE
 AB6783'SOUTHEAST RIGHT-OF-WAY, IN THE FRONT GRASSY AREA OF THE D.E.H.N.R
 AB6783'OFFICE BUILDING. STATION IS ALSO 0.15 MI (0.24 KM) NORTHEAST OF SR
 AB6783'1144-SIMPSON DITCH RD. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN US 17,
 AB6783'AND FLUSH WITH THE GROUND.  LOCATED 73.3 FT (22.3 M) SOUTHEAST OF THE
 AB6783'CENTERLINE OF US 17 NORTH BOUND LANE, 85.4 FT (26.0 M) EAST-NORTHEAST
 AB6783'OF THE NORTHEAST END OF CONCRETE CULVERT UNDER WESTERN DRIVEWAY, 37.2
 AB6783'FT (11.3 M) SOUTH OF THE SOUTHWEST END OF CONCRETE CULVERT UNDER
 AB6783'EASTERN DRIVE, 12.4 FT (3.8 M) EAST OF A WATER METER, 81.8 FT (24.9 M)
 AB6783'NORTHWEST OF THE NORTHEASTERN MOST METAL POST SUPPORTING CANOPY AT
 AB6783'FRONT ENTRANCE OF DEHNR BUILDING, AND 29.4 FT (9.0 M) NORTHEAST OF A
 AB6783'POWER POLE WITH LIGHT, TRANSFORMER AND REFERENCE TAG.
 AB6783
 AB6783                          STATION RECOVERY (1995)
 AB6783
 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AB6783'RECOVERED AS DESCRIBED.
 AB6783
 AB6783                          STATION RECOVERY (1995)
 AB6783
 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 AB6783'RECOVERED AS DESCRIBED.
 AB6783
 AB6783                          STATION RECOVERY (1997)
 AB6783
 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AB6783'RECOVERED AS DESCRIBED.
 AB6783
 AB6783                          STATION RECOVERY (1997)
 AB6783
 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 AB6783'RECOVERED AS DESCRIBED.
 AB6783
 AB6783                          STATION RECOVERY (2001)
 AB6783
 AB6783'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 AB6783'RECOVERED AS DESCRIBED.
 AB6783
 AB6783                          STATION RECOVERY (2005)
 AB6783
 AB6783'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (JKN)
 AB6783'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8661 ***********************************************************************
 DG8661  DESIGNATION -  CAMA
 DG8661  PID         -  DG8661
 DG8661  STATE/COUNTY-  NC/NEW HANOVER
 DG8661  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 DG8661
 DG8661                         *CURRENT SURVEY CONTROL
 DG8661  ___________________________________________________________________
 DG8661* NAD 83(2007)-  34 14 55.70332(N)    077 51 17.94607(W)     ADJUSTED  
 DG8661* NAVD 88     -        12.473  (meters)      40.92   (feet)  ADJUSTED  
 DG8661  ___________________________________________________________________
 DG8661  EPOCH DATE  -        2002.00
 DG8661  X           -   1,110,369.552 (meters)                     COMP
 DG8661  Y           -  -5,159,629.950 (meters)                     COMP
 DG8661  Z           -   3,569,279.579 (meters)                     COMP
 DG8661  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 DG8661  ELLIP HEIGHT-         -24.555 (meters)          (02/10/07) ADJUSTED
 DG8661  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 DG8661  DYNAMIC HT  -          12.460 (meters)      40.88  (feet)  COMP
 DG8661
 DG8661  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8661  Type    PID    Designation                      North   East  Ellip
 DG8661  -------------------------------------------------------------------
 DG8661  NETWORK DG8661 CAMA                              0.82   0.63   1.71
 DG8661  -------------------------------------------------------------------
 DG8661  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 DG8661
 DG8661  VERT ORDER  -  SECOND    CLASS II
 DG8661
 DG8661.The horizontal coordinates were established by GPS observations
 DG8661.and adjusted by the National Geodetic Survey in February 2007.
 DG8661
 DG8661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8661.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8661.The horizontal coordinates are valid at the epoch date displayed above.
 DG8661.The epoch date for horizontal control is a decimal equivalence
 DG8661.of Year/Month/Day.
 DG8661
 DG8661.The orthometric height was determined by differential leveling
 DG8661.and adjusted in March 2006.
 DG8661.No vertical observational check was made to the station.
 DG8661
 DG8661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8661
 DG8661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8661
 DG8661.The ellipsoidal height was determined by GPS observations
 DG8661.and is referenced to NAD 83.
 DG8661
 DG8661.The geoid height was determined by GEOID03.
 DG8661
 DG8661.The dynamic height is computed by dividing the NAVD 88
 DG8661.geopotential number by the normal gravity value computed on the
 DG8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8661.degrees latitude (g = 980.6199 gals.).
 DG8661
 DG8661.The modeled gravity was interpolated from observed gravity values.
 DG8661
 DG8661;                    North         East     Units Scale Factor Converg.
 DG8661;SPC NC       -    55,943.299   715,074.017   MT  1.00002448   +0 39 39.1
 DG8661;SPC NC       -   183,540.64  2,346,038.67   sFT  1.00002448   +0 39 39.1
 DG8661;UTM  18      - 3,793,432.083   237,079.302   MT  1.00045219   -1 36 27.6
 DG8661
 DG8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8661!SPC NC       -   1.00000385  x   1.00002448  =   1.00002833
 DG8661!UTM  18      -   1.00000385  x   1.00045219  =   1.00045605
 DG8661
 DG8661|---------------------------------------------------------------------|
 DG8661| PID    Reference Object                     Distance      Geod. Az  |
 DG8661|                                                           dddmmss.s |
 DG8661| DG8662 CAMA AZ MK                          295.204 METERS 30709     |
 DG8661|---------------------------------------------------------------------|
 DG8661
 DG8661                          SUPERSEDED SURVEY CONTROL
 DG8661
 DG8661  NAD 83(1986)-  34 14 55.71371(N)    077 51 17.95862(W) AD(       ) 1
 DG8661  NAD 83(2001)-  34 14 55.70357(N)    077 51 17.94553(W) AD(       ) 1
 DG8661  ELLIP H (12/29/04)  -24.544  (m)                       GP(       ) 4 1
 DG8661  NAVD 88 (12/29/04)   12.47   (m)           40.9    (f) LEVELING    3  
 DG8661
 DG8661.Superseded values are not recommended for survey control.
 DG8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8661.See file dsdata.txt to determine how the superseded data were derived.
 DG8661
 DG8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3707993432(NAD 83)
 DG8661_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8661_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG8661_SP_SET: CATCH BASIN
 DG8661_STAMPING: CAMA 1996
 DG8661_MARK LOGO: NCGS  
 DG8661_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8661+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DG8661
 DG8661  HISTORY     - Date     Condition        Report By
 DG8661  HISTORY     - 1996     MONUMENTED       NCGS
 DG8661  HISTORY     - 20040914 GOOD             NCGS
 DG8661  HISTORY     - 20060219 GOOD             USPSQD
 DG8661
 DG8661                          STATION DESCRIPTION
 DG8661
 DG8661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 DG8661'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF WILMINGTON AND 2.7 MI
 DG8661'(4.3 KM) SOUTHWEST OF OGDEN.  ALONG SR 1475 (CARDINAL DRIVE EXTENSION)
 DG8661'FOR 0.15 MI (0.24 KM) SOUTH FROM US 17 INTERSECTION TO DENR OFFICE
 DG8661'BUILDING, IN THE THIRD CONCRETE DRAIN BASIN OF THE PARKING LOT ON THE
 DG8661'NORTH SIDE OF OFFICE BUILDING.  MARK IS SET ABOUT LEVEL WITH PARKING
 DG8661'LOT AND SET FLUSH IN CONCRETE CATCH BASIN. LOCATED 291.0 FT (88.7 M)
 DG8661'EAST OF THE CENTERLINE OF SR 1475, 42.9 FT (13.1 M) NORTH-NORTHWEST OF
 DG8661'THE NORTHEAST CORNER OF THE BRICK DENR BUILDING, 2.4 FT (0.7 M) EAST
 DG8661'OF THE DRAIN GRATE, 50.4 FT (15.4 M) NORTH-NORTHEAST OF THE THIRD
 DG8661'STEEL LIGHT POLE, 40.4 FT (12.3 M) SOUTH OF THE PARKING LOT CURB, AND
 DG8661'2.4 FT (0.7 M) WEST OF THE EAST EDGE OF THE CONCRETE DRAIN PAD.
 DG8661
 DG8661                          STATION RECOVERY (2004)
 DG8661
 DG8661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 DG8661'RECOVERED AS DESCRIBED
 DG8661
 DG8661                          STATION RECOVERY (2006)
 DG8661
 DG8661'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG8661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8662 ***********************************************************************
 DG8662  DESIGNATION -  CAMA AZ MK
 DG8662  PID         -  DG8662
 DG8662  STATE/COUNTY-  NC/NEW HANOVER
 DG8662  USGS QUAD   -  SCOTTS HILL (1970)
 DG8662
 DG8662                         *CURRENT SURVEY CONTROL
 DG8662  ___________________________________________________________________
 DG8662* NAD 83(2007)-  34 15 01.48994(N)    077 51 27.14104(W)     ADJUSTED  
 DG8662* NAVD 88     -        12.004  (meters)      39.38   (feet)  ADJUSTED  
 DG8662  ___________________________________________________________________
 DG8662  EPOCH DATE  -        2002.00
 DG8662  X           -   1,110,118.356 (meters)                     COMP
 DG8662  Y           -  -5,159,580.973 (meters)                     COMP
 DG8662  Z           -   3,569,426.707 (meters)                     COMP
 DG8662  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 DG8662  ELLIP HEIGHT-         -25.009 (meters)          (02/10/07) ADJUSTED
 DG8662  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 DG8662  DYNAMIC HT  -          11.992 (meters)      39.34  (feet)  COMP
 DG8662
 DG8662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8662  Type    PID    Designation                      North   East  Ellip
 DG8662  -------------------------------------------------------------------
 DG8662  NETWORK DG8662 CAMA AZ MK                        0.84   0.65   1.72
 DG8662  -------------------------------------------------------------------
 DG8662  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 DG8662
 DG8662  VERT ORDER  -  SECOND    CLASS II
 DG8662
 DG8662.The horizontal coordinates were established by GPS observations
 DG8662.and adjusted by the National Geodetic Survey in February 2007.
 DG8662
 DG8662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8662.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8662.The horizontal coordinates are valid at the epoch date displayed above.
 DG8662.The epoch date for horizontal control is a decimal equivalence
 DG8662.of Year/Month/Day.
 DG8662
 DG8662.The orthometric height was determined by differential leveling
 DG8662.and adjusted in March 2006.
 DG8662
 DG8662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8662
 DG8662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8662
 DG8662.The ellipsoidal height was determined by GPS observations
 DG8662.and is referenced to NAD 83.
 DG8662
 DG8662.The geoid height was determined by GEOID03.
 DG8662
 DG8662.The dynamic height is computed by dividing the NAVD 88
 DG8662.geopotential number by the normal gravity value computed on the
 DG8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8662.degrees latitude (g = 980.6199 gals.).
 DG8662
 DG8662.The modeled gravity was interpolated from observed gravity values.
 DG8662
 DG8662;                    North         East     Units Scale Factor Converg.
 DG8662;SPC NC       -    56,118.884   714,836.700   MT  1.00002400   +0 39 33.8
 DG8662;SPC NC       -   184,116.71  2,345,260.07   sFT  1.00002400   +0 39 33.8
 DG8662;UTM  18      - 3,793,617.003   236,849.022   MT  1.00045369   -1 36 33.0
 DG8662
 DG8662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8662!SPC NC       -   1.00000393  x   1.00002400  =   1.00002793
 DG8662!UTM  18      -   1.00000393  x   1.00045369  =   1.00045762
 DG8662
 DG8662|---------------------------------------------------------------------|
 DG8662| PID    Reference Object                     Distance      Geod. Az  |
 DG8662|                                                           dddmmss.s |
 DG8662| DG8661 CAMA                                295.204 METERS 12709     |
 DG8662|---------------------------------------------------------------------|
 DG8662
 DG8662                          SUPERSEDED SURVEY CONTROL
 DG8662
 DG8662  NAD 83(1986)-  34 15 01.50033(N)    077 51 27.15359(W) AD(       ) 1
 DG8662  NAD 83(2001)-  34 15 01.49020(N)    077 51 27.14050(W) AD(       ) 1
 DG8662  ELLIP H (12/29/04)  -24.998  (m)                       GP(       ) 4 1
 DG8662  NAVD 88 (12/29/04)   12.00   (m)           39.4    (f) LEVELING    3  
 DG8662
 DG8662.Superseded values are not recommended for survey control.
 DG8662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8662.See file dsdata.txt to determine how the superseded data were derived.
 DG8662
 DG8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3684993617(NAD 83)
 DG8662_MARKER: DZ = AZIMUTH MARK DISK
 DG8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8662_STAMPING: CAMA 1996
 DG8662_MARK LOGO: NCGS  
 DG8662_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8662+STABILITY: SURFACE MOTION
 DG8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8662+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 DG8662
 DG8662  HISTORY     - Date     Condition        Report By
 DG8662  HISTORY     - 1996     MONUMENTED       NCGS
 DG8662  HISTORY     - 20040914 GOOD             NCGS
 DG8662  HISTORY     - 20060721 GOOD             USPSQD
 DG8662
 DG8662                          STATION DESCRIPTION
 DG8662
 DG8662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 DG8662'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF WILMINGTON
 DG8662'AND 2.7 MI (4.3 KM) SOUTHWEST OF OGDEN.  ALONG US 17 FOR 0.85 MI (1.37
 DG8662'KM) EAST FROM THE NC 132 OVERPASS TO THE NATIONAL AUTO DEALERSHIP,
 DG8662'UNDER SIDEWALK, OR 1.6 MI (2.6 KM) WEST OF THE STATE HIGHWAY PATROL
 DG8662'STATION.  MARK IS ABOUT 1-FT BELOW CENTERLINE OF US 17 SOUTHBOUND
 DG8662'LANES AND 1-FOOT BELOW THE SURFACE OF THE SIDEWALK. NOTE---ACCESS TO
 DG8662'MARKER THROUGH 16-INCH METAL COVER---.  LOCATED 29.0 FT (8.8 M) NORTH
 DG8662'OF THE CENTERLINE OF US 17 SOUTHBOUND LANES, 16.9 FT (5.2 M)
 DG8662'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH COLUMN OF THE
 DG8662'NATIONAL AUTO SIGN, 59.5 FT (18.1 M) SOUTHWEST OF AN ELECTRICAL BOX,
 DG8662'45.0 FT (13.7 M) WEST OF A METAL DRAIN GRATE, 59.4 FT (18.1 M) EAST OF
 DG8662'A TELEPHONE PEDESTAL (5815) , 45.4 FT (13.8 M) NORTHEAST OF A SEWER
 DG8662'MANHOLE COVER, AND 1.0 FT (0.3 M) NORTH OF SOUTH EDGE OF SIDEWALK.
 DG8662
 DG8662                          STATION RECOVERY (2004)
 DG8662
 DG8662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (JGG)
 DG8662'RECOVERED AS DESCRIBED
 DG8662
 DG8662                          STATION RECOVERY (2006)
 DG8662
 DG8662'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 DG8662'THE NATIONAL AUTO SIGN IS NOW BRUICE CAVENAUGH'S SUPER STORE
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4220 ***********************************************************************
 EY4220  HT_MOD      -  This is a Height Modernization Survey Station.
 EY4220  DESIGNATION -  CAMARRO
 EY4220  PID         -  EY4220
 EY4220  STATE/COUNTY-  NC/PITT
 EY4220  USGS QUAD   -  GRIMESLAND (1979)
 EY4220
 EY4220                         *CURRENT SURVEY CONTROL
 EY4220  ___________________________________________________________________
 EY4220* NAD 83(2007)-  35 37 20.14139(N)    077 14 40.12471(W)     ADJUSTED  
 EY4220* NAVD 88     -         6.81   (meters)      22.3    (feet)  GPS OBS   
 EY4220  ___________________________________________________________________
 EY4220  EPOCH DATE  -        2002.00
 EY4220  X           -   1,146,017.492 (meters)                     COMP
 EY4220  Y           -  -5,062,402.350 (meters)                     COMP
 EY4220  Z           -   3,694,186.021 (meters)                     COMP
 EY4220  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EY4220  ELLIP HEIGHT-         -29.255 (meters)          (02/10/07) ADJUSTED
 EY4220  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 EY4220
 EY4220  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EY4220  Type    PID    Designation                      North   East  Ellip
 EY4220  -------------------------------------------------------------------
 EY4220  NETWORK EY4220 CAMARRO                           0.78   0.57   1.41
 EY4220  -------------------------------------------------------------------
 EY4220
 EY4220.The horizontal coordinates were established by GPS observations
 EY4220.and adjusted by the National Geodetic Survey in February 2007.
 EY4220
 EY4220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EY4220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EY4220.The horizontal coordinates are valid at the epoch date displayed above.
 EY4220.The epoch date for horizontal control is a decimal equivalence
 EY4220.of Year/Month/Day.
 EY4220
 EY4220.The orthometric height was determined by GPS observations and a
 EY4220.high-resolution geoid model.
 EY4220.The orthometric height was determined by GPS observations and a
 EY4220.high-resolution geoid model using precise GPS observation and
 EY4220.processing techniques.
 EY4220
 EY4220.Photographs are available for this station.
 EY4220
 EY4220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY4220
 EY4220.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4220
 EY4220.The ellipsoidal height was determined by GPS observations
 EY4220.and is referenced to NAD 83.
 EY4220
 EY4220.The geoid height was determined by GEOID03.
 EY4220
 EY4220;                    North         East     Units Scale Factor Converg.
 EY4220;SPC NC       -   209,097.847   768,611.612   MT  0.99989344   +1 00 47.6
 EY4220;SPC NC       -   686,015.19  2,521,686.60   sFT  0.99989344   +1 00 47.6
 EY4220;UTM  18      - 3,944,372.633   296,733.292   MT  1.00010917   -1 18 27.8
 EY4220
 EY4220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4220!SPC NC       -   1.00000459  x   0.99989344  =   0.99989803
 EY4220!UTM  18      -   1.00000459  x   1.00010917  =   1.00011376
 EY4220
 EY4220                          SUPERSEDED SURVEY CONTROL
 EY4220
 EY4220  NAD 83(1986)-  35 37 20.15274(N)    077 14 40.13440(W) AD(       ) 1
 EY4220  NAD 83(2001)-  35 37 20.14191(N)    077 14 40.12423(W) AD(       ) 1
 EY4220  ELLIP H (02/27/04)  -29.249  (m)                       GP(       ) 4 1
 EY4220  NAD 83(1986)-  35 37 20.14747(N)    077 14 40.13187(W) AD(       ) 2
 EY4220  NGVD 29 (10/26/90)    7.11   (m)           23.3    (f) LEVELING    3  
 EY4220
 EY4220.Superseded values are not recommended for survey control.
 EY4220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4220.See file dsdata.txt to determine how the superseded data were derived.
 EY4220
 EY4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9673344373(NAD 83)
 EY4220_MARKER: DE = TRAVERSE STATION DISK
 EY4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4220_STAMPING: CAMARRO 1979
 EY4220_MARK LOGO: NCGS  
 EY4220_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4220+STABILITY: SURFACE MOTION
 EY4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4220+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 EY4220
 EY4220  HISTORY     - Date     Condition        Report By
 EY4220  HISTORY     - 1979     MONUMENTED       NCGS
 EY4220  HISTORY     - 20030319 GOOD             NCGS
 EY4220
 EY4220                          STATION DESCRIPTION
 EY4220
 EY4220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4220'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF PACTOLUS AND
 EY4220'7.7 MILES EAST-NORTHEAST OF GREENVILLE.
 EY4220'
 EY4220'TO REACH STATION FROM INTERSECTION OF US 264 WITH NC 30 IN THE
 EY4220'COMMUNITY OF PACTOLUS, PROCEED WESTERLY ALONG US 264 FOR 2.35 MILES
 EY4220'TO STATION IN THE LEFT SHOULDER AND 0.45 MILE WEST OF SR 1560.
 EY4220'
 EY4220'STATION MARK IS A STANDARD DISK STAMPED---CAMARRO 1979---SET IN TOP
 EY4220'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 3 INCHES BELOW GROUND
 EY4220'SURFACE. THE MARK IS 16.0 FEET SOUTH OF CENTERLINE OF US 264, 18.7
 EY4220'FEET NORTHEAST OF SOUTH END OF CULVERT, 50.5 FEET NORTH OF 18 INCH
 EY4220'OAK WITH REFERENCE TAG, 92.8 FEET EAST OF POWER POLE WITH SMALL
 EY4220'TRANSFORMER AND REFERENCE TAG, 103.6 FEET WEST-NORTHWEST OF POWER POLE
 EY4220'WITH LARGE TRANSFORMER AND REFERENCE TAG AND 134.4 FEET WEST OF WEST
 EY4220'END OF CULVERT.
 EY4220
 EY4220                          STATION RECOVERY (2003)
 EY4220
 EY4220'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (EJH)
 EY4220'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS AND
 EY4220'CORRECTIONS.
 EY4220'MARK IS RECESSED 6-INCHES BELOW THE GROUND. LOCATED ACROSS US 264 FROM
 EY4220'A BRICK RESIDENCE (5523) AND 37.8 FT (11.5 M) FROM NEW POWER POLE WITH
 EY4220'REFERENCE TAG.
 EY4220'18-INCH OAK, POWER POLE WITH REFERENCE TAGS AND CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2361 ***********************************************************************
 FX2361  DESIGNATION -  CAMDEN
 FX2361  PID         -  FX2361
 FX2361  STATE/COUNTY-  NC/CAMDEN
 FX2361  USGS QUAD   -  ELIZABETH CITY (1982)
 FX2361
 FX2361                         *CURRENT SURVEY CONTROL
 FX2361  ___________________________________________________________________
 FX2361* NAD 83(2001)-  36 19 34.55599(N)    076 10 25.47122(W)     ADJUSTED  
 FX2361* NAVD 88     -         2.145  (meters)       7.04   (feet)  ADJUSTED  
 FX2361  ___________________________________________________________________
 FX2361  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 FX2361  GEOID HEIGHT-         -37.67  (meters)                     GEOID03
 FX2361  DYNAMIC HT  -           2.143 (meters)       7.03  (feet)  COMP
 FX2361  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 FX2361  OBS GRAVITY -     979,830.5   (mgal)                       GRAV_OBS
 FX2361
 FX2361  HORZ ORDER  -  SECOND
 FX2361  VERT ORDER  -  FIRST     CLASS II
 FX2361
 FX2361.The horizontal coordinates were established by classical geodetic methods
 FX2361.and adjusted by the National Geodetic Survey in August 2005.
 FX2361
 FX2361.The orthometric height was determined by differential leveling
 FX2361.and adjusted in September 1997.
 FX2361
 FX2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2361
 FX2361.The geoid height was determined by GEOID03.
 FX2361
 FX2361.The dynamic height is computed by dividing the NAVD 88
 FX2361.geopotential number by the normal gravity value computed on the
 FX2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2361.degrees latitude (g = 980.6199 gals.).
 FX2361
 FX2361.The modeled gravity was interpolated from observed gravity values.
 FX2361.The observed gravity was obtained from relative gravimeter ties
 FX2361.to the IGSN71 gravity network.
 FX2361
 FX2361;                    North         East     Units Scale Factor Converg.
 FX2361;SPC NC       -   289,416.238   863,351.297   MT  1.00004845   +1 37 52.4
 FX2361;SPC NC       -   949,526.44  2,832,511.71   sFT  1.00004845   +1 37 52.4
 FX2361;UTM  18      - 4,020,776.349   394,648.665   MT  0.99973675   -0 41 43.3
 FX2361
 FX2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2361!SPC NC       -   1.00000558  x   1.00004845  =   1.00005403
 FX2361!UTM  18      -   1.00000558  x   0.99973675  =   0.99974232
 FX2361
 FX2361                          SUPERSEDED SURVEY CONTROL
 FX2361
 FX2361  NAD 83(1993)-  36 19 34.56657(N)    076 10 25.48269(W) AD(       ) 2
 FX2361  NAD 83(1986)-  36 19 34.57347(N)    076 10 25.49965(W) AD(       ) 2
 FX2361  NAVD 88 (06/15/91)    2.158  (m)            7.08   (f) UNKNOWN     1 2
 FX2361  NGVD 29 (11/01/90)    2.44   (m)            8.0    (f) LEVELING    3  
 FX2361
 FX2361.Superseded values are not recommended for survey control.
 FX2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2361.See file dsdata.txt to determine how the superseded data were derived.
 FX2361
 FX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9464920776(NAD 83)
 FX2361_MARKER: DE = TRAVERSE STATION DISK
 FX2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2361_SP_SET: CONCRETE POST
 FX2361_STAMPING: CAMDEN 1978
 FX2361_MARK LOGO: NCGS  
 FX2361_PROJECTION: RECESSED 10 CENTIMETERS
 FX2361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2361+STABILITY: SURFACE MOTION
 FX2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX2361+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2001
 FX2361
 FX2361  HISTORY     - Date     Condition        Report By
 FX2361  HISTORY     - 1978     MONUMENTED       NCGS
 FX2361  HISTORY     - 1979     GOOD             NCGS
 FX2361  HISTORY     - 19881012 GOOD             NCGS
 FX2361  HISTORY     - 20011204 SEE DESCRIPTION  NCGS
 FX2361
 FX2361                          STATION DESCRIPTION
 FX2361
 FX2361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FX2361'THE STATION IS LOCATED IN CAMDEN AND APPROXIMATELY 3.25 MILES
 FX2361'NORTHWEST OF ELIZABETH CITY.
 FX2361'
 FX2361'STATION IS LOCATED 0.15 MILE SOUTHWEST ALONG US 158 FROM THE
 FX2361'INTERSECTION WITH NC 343 AT CAMDEN, IN THE SHOULDER OF US 158 AND
 FX2361'NEAR WEST EDGE OF CAMDEN HIGH SCHOOL FOOTBALL FIELD.
 FX2361'
 FX2361'STATION MARK IS A STANDARD DISK STAMPED---CAMDEN 1978---SET IN TOP OF
 FX2361'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2361'21.7 FEET NORTH OF POWER POLE Q0736, 17.0 FEET SOUTHEAST OF US 158,
 FX2361'5.8 FEET SOUTHWEST OF SOUTH EDGE OF ASPHALT PAVEMENT OF US 158, 6.8
 FX2361'FEET WEST OF METAL SIGN POST, 135.5 FEET SOUTHWEST OF CITY LIMIT SIGN
 FX2361'POST WITH REFERENCE TAG AND 2 FEET NORTHWEST FROM A WITNESS POST.
 FX2361
 FX2361                          STATION RECOVERY (1979)
 FX2361
 FX2361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 FX2361'IN CAMDEN.
 FX2361'0.15 MILE SOUTHWEST ALONG U.S. 158 FROM THE INTERSECTION WITH N.C. 343
 FX2361'AT CAMDEN, IN THE SHOULDER OF U.S. 158 AT POWER POLE NUMBER Q0739
 FX2361'AND NEAR WEST EDGE OF CAMDEN HIGH SCHOOL FOOTBALL FIELD, 21.7 FEET
 FX2361'NORTH OF POWER POLE NUMBER Q0739, 17.0 FEET SOUTHEAST OF U.S. 158,
 FX2361'5.8 FEET SOUTHWEST OF SOUTH EDGE OF ASPHALT PAVEMENT OF U.S. 158,
 FX2361'6.8 FEET WEST OF METAL SIGN POST, AND 135.5 FEET SOUTHWEST
 FX2361'OF CITY LIMIT SIGN POST WITH REFERENCE TAG.
 FX2361'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 FX2361
 FX2361                          STATION RECOVERY (1988)
 FX2361
 FX2361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX2361'RECOVERED AS DESCRIBED.
 FX2361
 FX2361                          STATION RECOVERY (2001)
 FX2361
 FX2361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 FX2361'NOT FOUND PROBABLY DESTROYED BY HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1445 ***********************************************************************
 FW1445  DESIGNATION -  CAMDEN
 FW1445  PID         -  FW1445
 FW1445  STATE/COUNTY-  NC/CAMDEN
 FW1445  USGS QUAD   -  CAMDEN POINT (1982)
 FW1445
 FW1445                         *CURRENT SURVEY CONTROL
 FW1445  ___________________________________________________________________
 FW1445* NAD 83(2001)-  36 10 05.00228(N)    075 54 42.26306(W)     ADJUSTED  
 FW1445* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FW1445  ___________________________________________________________________
 FW1445  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 FW1445  GEOID HEIGHT-         -38.72  (meters)                     GEOID03
 FW1445  HORZ ORDER  -  THIRD
 FW1445
 FW1445.The horizontal coordinates were established by classical geodetic methods
 FW1445.and adjusted by the National Geodetic Survey in August 2005.
 FW1445
 FW1445.The orthometric height was scaled from a topographic map.
 FW1445
 FW1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1445
 FW1445.The geoid height was determined by GEOID03.
 FW1445
 FW1445;                    North         East     Units Scale Factor Converg.
 FW1445;SPC NC       -   272,569.589   887,413.464   MT  1.00000039   +1 46 56.8
 FW1445;SPC NC       -   894,255.39  2,911,455.67   sFT  1.00000039   +1 46 56.8
 FW1445;UTM  18      - 4,002,973.652   418,000.705   MT  0.99968285   -0 32 17.2
 FW1445
 FW1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1445!SPC NC       -   1.00000580  x   1.00000039  =   1.00000619
 FW1445!UTM  18      -   1.00000580  x   0.99968285  =   0.99968865
 FW1445
 FW1445:                Primary Azimuth Mark                     Grid Az
 FW1445:SPC NC       -  HOUSE ABOVE JARVISBURG E CHIM            026 55 58.4
 FW1445:UTM  18      -  HOUSE ABOVE JARVISBURG E CHIM            029 15 12.4
 FW1445
 FW1445|---------------------------------------------------------------------|
 FW1445| PID    Reference Object                     Distance      Geod. Az  |
 FW1445|                                                           dddmmss.s |
 FW1445| FW1450 HOUSE ABOVE JARVISBURG E CHIM       APPROX. 3.8 KM 0284255.2 |
 FW1445| FW1452 JARVISBURG BEACON                   APPROX. 3.2 KM 0394609.6 |
 FW1445| FW1454 JARVISBURG WHARF HOUSE W GABLE      APPROX. 3.2 KM 0410500.3 |
 FW1445| FW1453 JARVISBURG SEC WHARF W GABLE        APPROX. 3.3 KM 0454906.5 |
 FW1445| FW1451 HOUSE ON BEACH NORTHWEST GABLE      APPROX. 3.7 KM 0581530.6 |
 FW1445| FW1416 WW NEWBERN HOUSE SOUTH CHIMNEY      APPROX. 4.5 KM 1010828.2 |
 FW1445| FW1408 NEW BERN LANDING HOUSE W GABLE      APPROX. 3.5 KM 1021425.2 |
 FW1445| FW1406 HOUSE ABANDONED WHARF W GABLE       APPROX. 4.0 KM 1030215.2 |
 FW1445| FW1411 PEOPLES LANDING HOUSE W GABLE       APPROX. 4.0 KM 1041335.2 |
 FW1445| FW1461 NORTH RIVER POINT                   464.268 METERS 1681039.7 |
 FW1445| FW1810 CAMDEN WM 2                          17.195 METERS 19302     |
 FW1445| FW1811 CAMDEN WM 3                          14.790 METERS 22903     |
 FW1445| FW1808 CAMDEN RM 1                          14.165 METERS 24913     |
 FW1445| FW1812 CAMDEN WM 4                                        29350     |
 FW1445| FW1441 BEND                                APPROX. 6.0 KM 3265634.3 |
 FW1445|---------------------------------------------------------------------|
 FW1445
 FW1445                          SUPERSEDED SURVEY CONTROL
 FW1445
 FW1445  NAD 83(1993)-  36 10 05.01754(N)    075 54 42.27634(W) AD(       ) 3
 FW1445  NAD 83(1986)-  36 10 05.01943(N)    075 54 42.28014(W) AD(       ) 3
 FW1445  NAD 27      -  36 10 04.42700(N)    075 54 43.57100(W) AD(       ) 3
 FW1445
 FW1445.Superseded values are not recommended for survey control.
 FW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1445.See file dsdata.txt to determine how the superseded data were derived.
 FW1445
 FW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1800102974(NAD 83)
 FW1445_MARKER: DS = TRIANGULATION STATION DISK
 FW1445_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FW1445_SP_SET: TOP OF METAL PIPE IN CONCRETE
 FW1445
 FW1445  HISTORY     - Date     Condition        Report By
 FW1445  HISTORY     - 1914     MONUMENTED       CGS
 FW1445  HISTORY     - 1934     MARK NOT FOUND   CGS
 FW1445
 FW1445                          STATION DESCRIPTION
 FW1445
 FW1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (CLG)
 FW1445'NEAR THE N SHORE OF ALBEMARLE SOUND, ON THE W SIDE OF THE MOUTH
 FW1445'OF NORTH RIVER, AT THE SE END OF CAMDEN POINT ON THE PROJECTION
 FW1445'350 YARDS N OF NORTH RIVER POINT, IN THE EDGE OF THE MARSH, 2
 FW1445'YARDS FROM THE WATER LINE.  THE STATION AND REFERENCE MARKS ARE
 FW1445'BRONZE TABLETS SET IN CONCRETE IN THE TOP OF TILES AS DESCRIBED
 FW1445'IN THREE 2- BY 2-INCH STAKES WITH NAILS IN THE
 FW1445'TOPS SERVE AS WITNESS MARKS.  DISTANCES AND BEARINGS FROM THE
 FW1445'STATION ARE AS FOLLOWS--TO THE REFERENCE MARK, 14.165 METERS
 FW1445'(46.47 FEET), S 69 DEG 18 MIN W. TO WITNESS STAKE NO. 1,
 FW1445'12.690 METERS (41.63 FEET), S 13 DEG 02 MIN W. TO WITNESS STAKE NO.
 FW1445'2, 17.195 METERS (56.41 FEET), S 49 DEG 03 MIN W. TO WITNESS
 FW1445'STAKE NO. 3, 14.790 METERS, (48.52 FEET), N 66 DEG 10 MIN W.
 FW1445
 FW1445                          STATION RECOVERY (1934)
 FW1445
 FW1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1445'STATION LOST.  ITS POSITION WAS FOUND TO BE 12 METERS OFF SHORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3581 ***********************************************************************
 FX3581  DESIGNATION -  CAMDEN
 FX3581  PID         -  FX3581
 FX3581  STATE/COUNTY-  NC/CAMDEN
 FX3581  USGS QUAD   -  SHILOH (1982)
 FX3581
 FX3581                         *CURRENT SURVEY CONTROL
 FX3581  ___________________________________________________________________
 FX3581* NAD 83(2001)-  36 16 53.47123(N)    076 07 15.36284(W)     ADJUSTED  
 FX3581* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 FX3581  ___________________________________________________________________
 FX3581  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 FX3581  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 FX3581  HORZ ORDER  -  FIRST
 FX3581
 FX3581.The horizontal coordinates were established by classical geodetic methods
 FX3581.and adjusted by the National Geodetic Survey in August 2005.
 FX3581
 FX3581.The orthometric height was scaled from a topographic map.
 FX3581
 FX3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3581
 FX3581.The geoid height was determined by GEOID03.
 FX3581
 FX3581;                    North         East     Units Scale Factor Converg.
 FX3581;SPC NC       -   284,589.170   868,235.221   MT  1.00003408   +1 39 42.2
 FX3581;SPC NC       -   933,689.64  2,848,535.05   sFT  1.00003408   +1 39 42.2
 FX3581;UTM  18      - 4,015,756.615   399,331.217   MT  0.99972486   -0 39 48.1
 FX3581
 FX3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3581!SPC NC       -   1.00000568  x   1.00003408  =   1.00003976
 FX3581!UTM  18      -   1.00000568  x   0.99972486  =   0.99973054
 FX3581
 FX3581|---------------------------------------------------------------------|
 FX3581| PID    Reference Object                     Distance      Geod. Az  |
 FX3581|                                                           dddmmss.s |
 FX3581| FX4618 CAMDEN RM 1                          43.400 METERS 04653     |
 FX3581| FX4619 CAMDEN RM 2                                        0772024.6 |
 FX3581| FX4620 CAMDEN RM 3                          62.470 METERS 13722     |
 FX3581| FX3702 MILLER POINT LIGHT                  APPROX. 6.2 KM 1512417.7 |
 FX3581| FX3624 COBB POINT LIGHT                    APPROX. 6.1 KM 2772652.5 |
 FX3581| FX3605 ELIZABETH CTY MUNICIPAL TANK        APPROX. 9.3 KM 2833534.9 |
 FX3581|---------------------------------------------------------------------|
 FX3581
 FX3581                          SUPERSEDED SURVEY CONTROL
 FX3581
 FX3581  NAD 83(1993)-  36 16 53.48084(N)    076 07 15.37387(W) AD(       ) 1
 FX3581  NAD 83(1986)-  36 16 53.48952(N)    076 07 15.38392(W) AD(       ) 1
 FX3581  NAD 27      -  36 16 52.92500(N)    076 07 16.63500(W) AD(       ) 1
 FX3581
 FX3581.Superseded values are not recommended for survey control.
 FX3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3581.See file dsdata.txt to determine how the superseded data were derived.
 FX3581
 FX3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9933115757(NAD 83)
 FX3581_MARKER: DS = TRIANGULATION STATION DISK
 FX3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3581
 FX3581  HISTORY     - Date     Condition        Report By
 FX3581  HISTORY     - 1931     MONUMENTED       CGS
 FX3581  HISTORY     - 1937     GOOD             CGS
 FX3581  HISTORY     - 1953     SEE DESCRIPTION  LOCSUR
 FX3581
 FX3581                          STATION DESCRIPTION
 FX3581
 FX3581'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3581'ABOUT 5 MILES EAST-SOUTHEAST OF ELIZABETH CITY, 4 MILES SOUTHEAST
 FX3581'OF CAMDEN, ON NORTHEAST SIDE OF PASQUOTANK RIVER, ON SOUTH SIDE OF
 FX3581'DIRT ROAD, IN FRONT (WEST) OF HOUSE OF PAULINE STOKLEY, AND 23.89
 FX3581'METERS (78.4 FEET) FROM SHORE LINE OF RIVER.  TO REACH FROM
 FX3581'ELIZABETH CITY, FOLLOW ROUTE 34 NORTH TO CAMDEN, CONTINUE ON
 FX3581'IMPROVED DIRT ROAD IN SOUTHEASTERLY DIRECTION 5.4 MILES TO LANE ON
 FX3581'RIGHT, TURN RIGHT INTO LANE, AND GO 0.8 MILE TO STATION SITE.
 FX3581'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FX3581'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FX3581'CONCRETE, NOTE 11A. NO. 1 IS IN FENCE LINE, 4 METERS (13 FEET)
 FX3581'SOUTH OF CENTER LINE OF DIRT ROAD, 5 METERS (16 FEET) NORTH BY
 FX3581'EAST OF 18-INCH OAK, 20 METERS (66 FEET) NORTH OF NORTHWEST
 FX3581'CORNER OF ABOVE HOUSE, 100 METERS (328 FEET) EAST OF SHORE LINE OF
 FX3581'RIVER, AND 43.40 METERS (142.4 FEET) FROM STATION IN BEARING N 46
 FX3581'DEG 53 MIN E.  NO. 2 IS CORNFIELD, 4 METERS (13 FEET) SOUTH OF
 FX3581'CENTER LINE OF DIRT ROAD, DIRECTLY ACROSS ROAD FROM SMALL
 FX3581'GRAVEYARD OF JORDAN FAMILY, 5 ME (16 FEET) SOUTH OF 30-INCH OAK,
 FX3581'AND APPROXIMATELY 0.4 MIL FROM STATION IN BEARING N 77 DEG 20 MIN
 FX3581'E.       NO. 3 IS IN EAST-AND-WEST FENCE LINE, 9 METERS (30 FEET)
 FX3581'FROM SHORE LINE OF RIVER, 60 METERS (197 FEET) SOUTHWEST OF
 FX3581'SOUTHWEST CORNER OF HOUSE, AND 62.47 METERS (205.0 FEET) FROM
 FX3581'STATION IN BEARING S 42 DEG 58 MIN E.
 FX3581
 FX3581                          STATION RECOVERY (1937)
 FX3581
 FX3581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (SBG)
 FX3581'STATION RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS--
 FX3581'
 FX3581'REFERENCE MARK NO.3 HAS BEEN WASHED OUT AND DESTROYED.  THE
 FX3581'DISTANCE FROM SHORE LINE OF RIVER IS 16 METERS INSTEAD OF 23.89
 FX3581'METERS. ROUTE 34 IS NOW ROUTE 30.
 FX3581
 FX3581                          STATION RECOVERY (1953)
 FX3581
 FX3581'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953 (RWL)
 FX3581'LETTERS OF MR. ROBERT W. LUTHER, PUBLIC UTILITIES COMMISSION,
 FX3581'ELIZABETH, CITY, N.C., DATED OCTOBER 3, 1952 AND FEBRUARY 6, 1953--
 FX3581'
 FX3581'THE RIVER HAS ENCROACHED SO THAT THE MONUMENT HAS FALLEN IN THE
 FX3581'RIVER AND THE UNDERGROUND MARKER IS UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AG9889 ***********************************************************************
 AG9889  DESIGNATION -  CAMDEN
 AG9889  PID         -  AG9889
 AG9889  STATE/COUNTY-  NC/ANSON
 AG9889  USGS QUAD   -  LILESVILLE (1982)
 AG9889
 AG9889                         *CURRENT SURVEY CONTROL
 AG9889  ___________________________________________________________________
 AG9889* NAD 83(2001)-  34 57 45.50548(N)    079 59 25.96329(W)     ADJUSTED  
 AG9889* NAVD 88     -       146.3    (meters)     480.     (feet)  VERT ANG  
 AG9889  ___________________________________________________________________
 AG9889  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AG9889  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 AG9889  HORZ ORDER  -  SECOND
 AG9889
 AG9889.The horizontal coordinates were established by classical geodetic methods
 AG9889.and adjusted by the National Geodetic Survey in August 2005.
 AG9889
 AG9889.The orthometric height was determined by vertical angle observations.
 AG9889
 AG9889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9889
 AG9889.The geoid height was determined by GEOID03.
 AG9889
 AG9889;                    North         East     Units Scale Factor Converg.
 AG9889;SPC NC       -   134,969.730   519,146.949   MT  0.99988525   -0 34 18.2
 AG9889;SPC NC       -   442,813.19  1,703,234.62   sFT  0.99988525   -0 34 18.2
 AG9889;UTM  17      - 3,869,365.284   592,157.905   MT  0.99970467   +0 34 42.6
 AG9889
 AG9889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9889!SPC NC       -   0.99998186  x   0.99988525  =   0.99986712
 AG9889!UTM  17      -   0.99998186  x   0.99970467  =   0.99968654
 AG9889
 AG9889                          SUPERSEDED SURVEY CONTROL
 AG9889
 AG9889  NAD 83(1986)-  34 57 45.51791(N)    079 59 25.97304(W) AD(       ) 2
 AG9889
 AG9889.Superseded values are not recommended for survey control.
 AG9889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9889.See file dsdata.txt to determine how the superseded data were derived.
 AG9889
 AG9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU9215869365(NAD 83)
 AG9889_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9889_SP_SET: CONCRETE TRAFFIC ISLAND
 AG9889_STAMPING: CAMDEN 1988
 AG9889_MARK LOGO: NCGS  
 AG9889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9889
 AG9889  HISTORY     - Date     Condition        Report By
 AG9889  HISTORY     - 1988     MONUMENTED       NCGS
 AG9889
 AG9889                          STATION DESCRIPTION
 AG9889
 AG9889'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (DRS)
 AG9889'STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST OF WADESBORO, IN
 AG9889'LILESVILLE, AT THE INTERSECTION OF US 74 WITH CAMDEN STREET AND SR
 AG9889'1733 (PARSON GROVE ROAD), ON NORTH SIDE OF THE CROSSROADS, IN CONCRETE
 AG9889'TRAFFIC ISLAND. MARK IS LEVEL WITH HIGHWAY AND SET FLUSH IN A DRILL
 AG9889'HOLE. LOCATED 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF THE WEST
 AG9889'BOUND LANES, 21.0 FT (6.4 M) NORTH-NORTHEAST OF THE SOUTH END OF THE
 AG9889'ISLAND, 42.0 FT (12.8 M) SOUTH-SOUTHWEST OF THE NORTH END OF THE
 AG9889'ISLAND, AND 50.3 FT (15.3 M) EAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1446 ***********************************************************************
 FW1446  DESIGNATION -  CAMDEN 2
 FW1446  PID         -  FW1446
 FW1446  STATE/COUNTY-  NC/CAMDEN
 FW1446  USGS QUAD   -  CAMDEN POINT (1982)
 FW1446
 FW1446                         *CURRENT SURVEY CONTROL
 FW1446  ___________________________________________________________________
 FW1446* NAD 83(2001)-  36 09 56.77209(N)    075 54 40.05751(W)     ADJUSTED  
 FW1446* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1446  ___________________________________________________________________
 FW1446  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 FW1446  GEOID HEIGHT-         -38.73  (meters)                     GEOID03
 FW1446  HORZ ORDER  -  THIRD
 FW1446
 FW1446.The horizontal coordinates were established by classical geodetic methods
 FW1446.and adjusted by the National Geodetic Survey in August 2005.
 FW1446
 FW1446.The orthometric height was scaled from a topographic map.
 FW1446
 FW1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1446
 FW1446.The geoid height was determined by GEOID03.
 FW1446
 FW1446;                    North         East     Units Scale Factor Converg.
 FW1446;SPC NC       -   272,317.749   887,476.451   MT  0.99999975   +1 46 58.1
 FW1446;SPC NC       -   893,429.15  2,911,662.32   sFT  0.99999975   +1 46 58.1
 FW1446;UTM  18      - 4,002,719.549   418,053.426   MT  0.99968274   -0 32 15.7
 FW1446
 FW1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1446!SPC NC       -   1.00000612  x   0.99999975  =   1.00000587
 FW1446!UTM  18      -   1.00000612  x   0.99968274  =   0.99968886
 FW1446
 FW1446:                Primary Azimuth Mark                     Grid Az
 FW1446:SPC NC       -  BEACON 75                                008 26 28.3
 FW1446:UTM  18      -  BEACON 75                                010 45 42.1
 FW1446
 FW1446|---------------------------------------------------------------------|
 FW1446| PID    Reference Object                     Distance      Geod. Az  |
 FW1446|                                                           dddmmss.s |
 FW1446| FW1440 BEACON 75                           APPROX. 2.7 KM 0101326.4 |
 FW1446| FW1452 JARVISBURG BEACON                   APPROX. 3.3 KM 0361357.9 |
 FW1446| FW1469 BEACON 77                           APPROX. 2.1 KM 0603521.7 |
 FW1446| FW1459 NORTH RIVER ENTRANCE BEACON         APPROX. 2.0 KM 1295821.2 |
 FW1446| FW1814 CAMDEN 2 RM 2                        27.010 METERS 15427     |
 FW1446| FW1813 CAMDEN 2 RM 1                        62.120 METERS 15446     |
 FW1446| FW1464 NR 33                               256.044 METERS 34404     |
 FW1446|---------------------------------------------------------------------|
 FW1446
 FW1446                          SUPERSEDED SURVEY CONTROL
 FW1446
 FW1446  NAD 83(1993)-  36 09 56.78727(N)    075 54 40.07062(W) AD(       ) 3
 FW1446  NAD 83(1986)-  36 09 56.78940(N)    075 54 40.07454(W) AD(       ) 3
 FW1446  NAD 27      -  36 09 56.19200(N)    075 54 41.37800(W) AD(       ) 3
 FW1446
 FW1446.Superseded values are not recommended for survey control.
 FW1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1446.See file dsdata.txt to determine how the superseded data were derived.
 FW1446
 FW1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1805302720(NAD 83)
 FW1446_MARKER: DS = TRIANGULATION STATION DISK
 FW1446_SETTING: 0 = UNSPECIFIED SETTING
 FW1446
 FW1446  HISTORY     - Date     Condition        Report By
 FW1446  HISTORY     - 1934     MONUMENTED       CGS
 FW1446  HISTORY     - 1937     GOOD             CGS
 FW1446  HISTORY     - 1963     MARK NOT FOUND   CGS
 FW1446  HISTORY     - 1977     MARK NOT FOUND   USGS
 FW1446
 FW1446                          STATION DESCRIPTION
 FW1446
 FW1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1446'STATION IS LOCATED ON CAMDEN POINT, ON THE W SIDE OF NORTH
 FW1446'RIVER, WHERE IT RUNS INTO ALBEMARLE SOUND, ABOUT 12 MILES S OF
 FW1446'COINJOCK, AND 3-1/4 MILES SE OF BROAD CREEK.  THE STATION IS
 FW1446'ABOUT 200 METERS N OF S EXTREMITY OF THE POINT AND 100 METERS N
 FW1446'OF EASTERNMOST EXTREMITY OF THE POINT, AND 20 METERS BACK FROM
 FW1446'HIGH-WATER MARK, IN THE SAND AT THE N END OF A TRIANGULAR
 FW1446'MARSHY AREA.  THERE ARE THICK WOODS BEHIND THE STATION WHICH
 FW1446'COMES DOWN TO THE WATERS EDGE ABOUT 30 METERS N OF THE
 FW1446'STATION.  THE REFERENCE MARKS ARE OFF RANGE BY ONLY 15
 FW1446'MINUTES, 10 SECONDS, AND ARE ABOUT THE SAME DISTANCE FROM THE
 FW1446'WATER AS THE STATION.
 FW1446'
 FW1446'STATION AND REFERENCE MARKS ARE U.S.C. AND G.S. BRASS DISKS SET
 FW1446'IN CONCRETE MONUMENTS.
 FW1446
 FW1446                          STATION RECOVERY (1937)
 FW1446
 FW1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (SBG)
 FW1446'STATION IS LOCATED ON CAMDEN POINT ON THE W SIDE OF NORTH
 FW1446'RIVER, WHERE IT RUNS INTO ALBEMARLE SOUND, ABOUT 12 MILES S OF
 FW1446'COINJOCK, NORTH CAROLINA, AND IS 3-1/4 MILES SW OF BROAD
 FW1446'CREEK.  THE STATION IS LOCATED ABOUT 200 METERS N OF THE
 FW1446'SOUTHERNMOST TIP OF THE POINT, IN FINE WHITE SAND 8 METERS NNW
 FW1446'OF A TRIANGULAR POINT OF MARSH.  THERE ARE THICK WOODS TO THE W
 FW1446'WITH A DEFINITE BRUSH LINE AT THE EDGE OF THE WHITE SAND 5.0
 FW1446'METERS W OF THE STATION.  THE STORM HIGH-WATER LINE IS DEFINED
 FW1446'BY A 2-TO 3-FOOT BANK AND IS NOW 9 METERS FROM THE STATION.
 FW1446'A SMALL CEDAR TREE STANDS NEAR THE STORM HIGH WATER LINE, 7.2
 FW1446'METERS FROM THE STATION.  THE REFERENCE MARKS ARE NEARLY
 FW1446'ON RANGE AND ABOUT THE SAME DISTANCE FROM THE HIGH-WATER
 FW1446'LINE AS THE STATION.
 FW1446'
 FW1446'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE PIER
 FW1446'WHICH WAS EXPOSED AT THE TIME OF RECOVERY FOR ABOUT 1-1/2 FEET
 FW1446'FROM THE TOP WHERE THE LOOSE SAND HAD BLOWN AWAY FROM AROUND
 FW1446'THE MARK.  REFERENCE MARKS ARE STANDARD DISKS.
 FW1446
 FW1446                          STATION RECOVERY (1963)
 FW1446
 FW1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1446'STATION DESTROYED.  THE STATION AND REFERENCE MARK NO. 2 FOUND
 FW1446'LYING ON THE BEACH.
 FW1446
 FW1446                          STATION RECOVERY (1977)
 FW1446
 FW1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977 (RLM)
 FW1446'CAMDEN 2 MAY STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3582 ***********************************************************************
 FX3582  DESIGNATION -  CAMDEN 2
 FX3582  PID         -  FX3582
 FX3582  STATE/COUNTY-  NC/CAMDEN
 FX3582  USGS QUAD   -  SHILOH (1982)
 FX3582
 FX3582                         *CURRENT SURVEY CONTROL
 FX3582  ___________________________________________________________________
 FX3582* NAD 83(2001)-  36 16 54.43450(N)    076 07 11.86832(W)     ADJUSTED  
 FX3582* NAVD 88     -         1.599  (meters)       5.25   (feet)  ADJUSTED  
 FX3582  ___________________________________________________________________
 FX3582  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 FX3582  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 FX3582  DYNAMIC HT  -           1.597 (meters)       5.24  (feet)  COMP
 FX3582  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 FX3582
 FX3582  HORZ ORDER  -  FIRST
 FX3582  VERT ORDER  -  SECOND    CLASS II
 FX3582
 FX3582.The horizontal coordinates were established by classical geodetic methods
 FX3582.and adjusted by the National Geodetic Survey in August 2005.
 FX3582
 FX3582.The orthometric height was determined by differential leveling
 FX3582.and adjusted in September 1997.
 FX3582
 FX3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3582
 FX3582.The geoid height was determined by GEOID03.
 FX3582
 FX3582.The dynamic height is computed by dividing the NAVD 88
 FX3582.geopotential number by the normal gravity value computed on the
 FX3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX3582.degrees latitude (g = 980.6199 gals.).
 FX3582
 FX3582.The modeled gravity was interpolated from observed gravity values.
 FX3582
 FX3582;                    North         East     Units Scale Factor Converg.
 FX3582;SPC NC       -   284,621.379   868,321.536   MT  1.00003416   +1 39 44.2
 FX3582;SPC NC       -   933,795.31  2,848,818.24   sFT  1.00003416   +1 39 44.2
 FX3582;UTM  18      - 4,015,785.287   399,418.741   MT  0.99972465   -0 39 46.1
 FX3582
 FX3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3582!SPC NC       -   1.00000570  x   1.00003416  =   1.00003986
 FX3582!UTM  18      -   1.00000570  x   0.99972465  =   0.99973035
 FX3582
 FX3582|---------------------------------------------------------------------|
 FX3582| PID    Reference Object                     Distance      Geod. Az  |
 FX3582|                                                           dddmmss.s |
 FX3582| FX4623 CAMDEN 2 RM 1                        29.895 METERS 02249     |
 FX3582| FX4626 CAMDEN 2 RM 4                        21.510 METERS 07424     |
 FX3582| FX4625 CAMDEN 2 RM 3                        60.222 METERS 07707     |
 FX3582| FX4624 CAMDEN 2 RM 2                        58.485 METERS 07716     |
 FX3582| FX4622 CAMDEN 2 AZ MK RESET                               1201646.2 |
 FX3582| FX4621 CAMDEN 2 AZ MK                                     1203134.8 |
 FX3582|---------------------------------------------------------------------|
 FX3582
 FX3582                          SUPERSEDED SURVEY CONTROL
 FX3582
 FX3582  NAD 83(1993)-  36 16 54.44630(N)    076 07 11.88008(W) AD(       ) 1
 FX3582  NAD 83(1986)-  36 16 54.45501(N)    076 07 11.88952(W) AD(       ) 1
 FX3582  NAD 27      -  36 16 53.89100(N)    076 07 13.14100(W) AD(       ) 1
 FX3582
 FX3582.Superseded values are not recommended for survey control.
 FX3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3582.See file dsdata.txt to determine how the superseded data were derived.
 FX3582
 FX3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF9941915785(NAD 83)
 FX3582_MARKER: DH = HORIZONTAL CONTROL DISK
 FX3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3582_STAMPING: CAMDEN 2 1953
 FX3582_MARK LOGO: CGS   
 FX3582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX3582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FX3582+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1994
 FX3582
 FX3582  HISTORY     - Date     Condition        Report By
 FX3582  HISTORY     - 1953     MONUMENTED       CGS
 FX3582  HISTORY     - 1962     GOOD             CGS
 FX3582  HISTORY     - 1964     GOOD             CGS
 FX3582  HISTORY     - 1966     GOOD             CGS
 FX3582  HISTORY     - 1977     GOOD             NGS
 FX3582  HISTORY     - 19881201 GOOD             NCGS
 FX3582  HISTORY     - 19940811 GOOD             NCGS
 FX3582
 FX3582                          STATION DESCRIPTION
 FX3582
 FX3582'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 FX3582'THE STATION IS LOCATED ABOUT 8 MILES EAST-SOUTHEAST OF ELIZABETH
 FX3582'CITY AND ON PRIVATE PROPERTY ABOUT 100 YARDS EAST OF THE EAST
 FX3582'BANK OF THE PASQUOTANK RIVER.  IT IS 81 FEET EAST OF THE SOUTHEAST
 FX3582'CORNER OF A WHITE HOUSE, 50 FEET SOUTH OF THE CENTER OF A DIRT
 FX3582'ROAD, 49.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE SHED
 FX3582'AND 20 FEET NORTH OF AN 8 INCH EVERGREEN TREE.  THE MARK PROJECTS
 FX3582'2 INCHES AND THE DISK IS STAMPED CAMDEN 2 1953.
 FX3582'
 FX3582'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER OF A DIRT ROAD
 FX3582'AND 1.5 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 FX3582'AND THE DISK IS STAMPED CAMDEN 2 NO 1 1953.
 FX3582'
 FX3582'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE CENTER OF A DIRT
 FX3582'ROAD, 29 FEET EAST OF THE CENTER OF A DIRT ROAD AND 4 FEET WEST OF
 FX3582'A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 FX3582'STAMPED CAMDEN 2 NO 2 1953.
 FX3582'
 FX3582'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A PAVED ROAD, 24
 FX3582'FEET NORTH OF THE CENTER OF A DIRT ROAD, 5.5 FEET WEST OF A
 FX3582'WITNESS POST AND 4.5 FEET WEST-SOUTHWEST OF A TELEPHONE POLE.  THE
 FX3582'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CAMDEN 2 1953.
 FX3582'
 FX3582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 158 AND
 FX3582'STATE HIGHWAYS 170 AND 343 IN CAMDEN, GO SOUTHEASTERLY ON STATE
 FX3582'HIGHWAY 343 FOR 6.15 MILES TO A PAVED SIDE ROAD RIGHT, TURN RIGHT
 FX3582'AND GO WEST ON THE PAVED ROAD FOR 0.5 MILE TO A DIRT SIDE ROAD
 FX3582'RIGHT JUST BEFORE REACHING A DEAD END ON THE PAVED ROAD, TURN
 FX3582'RIGHT (THE AZIMUTH MARK IS HERE AS DESCRIBED ABOVE) AND GO NORTH
 FX3582'FOR 0.25 MILE TO A DIRT T INTERSECTION, TURN LEFT AND GO WEST FOR
 FX3582'ABOUT 100 YARDS TO A WHITE HOUSE AND THE STATION AS DESCRIBED.
 FX3582'
 FX3582'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 FX3582
 FX3582                          STATION RECOVERY (1962)
 FX3582
 FX3582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FX3582'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 FX3582'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND AT
 FX3582'THE EDGE OF A GRADER DITCH WITH ABOUT HALF OF THE MONUMENT
 FX3582'EXPOSED.  REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.  AN
 FX3582'INSTRUMENT WAS SET UP OVER THE STATION MARK AND REFERENCE MARK NO.
 FX3582'3 WAS SET DIRECTLY IN LINE WITH REFERENCE MARK NO. 2.  IT WAS NOT
 FX3582'POSSIBLE TO CHECK THE DIRECTION TO REFERENCE MARK NO. 3 AT THIS
 FX3582'TIME BECAUSE A TOWER IS NEEDED TO SEE AN OLD STATION OR THE
 FX3582'AZIMUTH MARK.  REFERENCE MARK NO. 3 IS 197.59 FEET EAST OF THE
 FX3582'STATION (60.225 METERS) 42 FEET SOUTH OF THE APPROXIMATE CENTER OF
 FX3582'A TRACK ROAD, 31 FEET EAST OF THE APPROXIMATE CENTER OF ROAD AND
 FX3582'1.5 FEET EAST OF POWER POLE NUMBER 4.  THE MARK IS A STANDARD DISK
 FX3582'SET IN A SQUARE CONCRETE POST, WHICH PROJECTS 3-INCHES AND STAMPED
 FX3582'CAMDEN 2 NO 3 1953.  NOTE--11A
 FX3582'
 FX3582'THE 1953 TO REACH IS ADEQUATE.
 FX3582
 FX3582                          STATION RECOVERY (1964)
 FX3582
 FX3582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 FX3582'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 FX3582'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 DID
 FX3582'NOT CHECK BUT THE MARK APPEARS TO HAVE BEEN BUMPED AND ALTHOUGH
 FX3582'LEANING SLIGHTLY IS STILL FIRM IN THE GROUND.  REFERENCE MARK NO.
 FX3582'3 WAS RECOVERED NEAR THE LOCATION OF REFERENCE MARK NO. 2 BUT NO
 FX3582'DESCRIPTION WAS AVAILABLE.  UPON REQUEST OF THE STATE HIGHWAY
 FX3582'DEPARTMENT A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD AZIMUTH
 FX3582'MARK WAS THEN DESTROYED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 FX3582'WITH THE FOLLOWING ADDITIONS.
 FX3582'
 FX3582'REFERENCE MARK NO. 3 IS 28 FEET NORTHEAST OF THE CENTERLINE OF
 FX3582'DIRT ROAD AND 3 FEET NORTHEAST OF UTILITY POLE.  THE MARK IS FLUSH
 FX3582'WITH THE GROUND AND THE DISK IS STAMPED CAMDEN 2 NO 3 1953.  NOTE 11B.
 FX3582'
 FX3582'AZIMUTH MARK IS 39 FEET NORTHWEST OF THE CENTERLINE OF SECONDARY
 FX3582'ROAD 1124, 37 FEET NORTHEAST OF THE CENTERLINE OF SECONDARY ROAD
 FX3582'1126, 3 FEET NORTHWEST OF A TELEPHONE POLE AND 7.7 FEET NORTHEAST
 FX3582'OF THE OLD AZIMUTH MARK LOCATION.  THE MARK IS A STANDARD DISK SET
 FX3582'FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, FLUSH
 FX3582'WITH THE GROUND AND THE DISK IS STAMPED CAMDEN 2 1953 RESET 1964.
 FX3582'NOTE 16B.
 FX3582
 FX3582                          STATION RECOVERY (1966)
 FX3582
 FX3582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WMR)
 FX3582'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 FX3582'ADEQUATE.  A NEW TO REACH FOLLOWS--TO REACH FROM THE INTERSECTION
 FX3582'OF U.S. 158, STATE ROUTES 168 AND 343 IN CAMDEN, GO SOUTH AND
 FX3582'SOUTHEAST ON STATE ROUTE 343 4.9 MILES TO COUNTY ROAD 1124, TURN
 FX3582'RIGHT AND GO 0.55 MILE TO COUNTY ROAD 1126, TURN RIGHT AND GO 0.25
 FX3582'MILE TO THE STATION AS DESCRIBED.
 FX3582
 FX3582                          STATION RECOVERY (1977)
 FX3582
 FX3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FX3582'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 FX3582'RECOVERED IN GOOD CONDITION, REFERENCE MARK 4 WAS ESTABLISHED.  THE
 FX3582'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO 0.019 METER LONGER WHEN
 FX3582'COMPARED TO THE 1964 RECOVERY AND THE DISTANCE TO REFERENCE MARK
 FX3582'3 CHECKED WITH THE 1964 DATA.
 FX3582'
 FX3582'A NEW DESCRIPTION FOLLOWS.
 FX3582'
 FX3582'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF ELIZABETH CITY, 5
 FX3582'MILES SOUTHEAST OF CAMDEN, ABOUT 100 YARDS EAST OF THE EAST BANK OF
 FX3582'THE PASQUOTANK RIVER ON PRIVATE PROPERTY.
 FX3582'
 FX3582'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 158 AND STATE
 FX3582'ROUTES 43 AND 343 IN CAMDEN, GO SOUTHEAST ON ROUTE 343 FOR 5.4 MILES
 FX3582'TO THE JUNCTION WITH SR 1124, TURN RIGHT AND GO WESTERLY ON SR 1124
 FX3582'FOR 0.45 MILE TO SR 1126 AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 FX3582'RIGHT AND GO NORTHERLY ON SR 1126 FOR 0.25 MILE TO THE END OF
 FX3582'PAVEMENT AND A SIDE ROAD RIGHT.  CONTINUE NORTH ON A GRAVELED ROAD FOR
 FX3582'ABOUT 150 FEET TO A DRIVE WAY ON THE LEFT LEADING TO AN ABANDON HOUSE
 FX3582'AND THE STATION ON THE LEFT.
 FX3582'
 FX3582'STATION MARKS ARE STANDARD DISKS STAMPED---CAMDEN 2 1953---THE
 FX3582'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FX3582'THAT PROJECTS 2 INCHES.  THE UNDERGROUND MARK WAS NOT INSPECTED
 FX3582'THEY ARE 81 FEET EAST OF THE SOUTH EAST CORNER OF THE HOUSE, 50
 FX3582'FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND
 FX3582'20 FEET NORTH OF A 10-INCH EVERGREEN TREE.
 FX3582'
 FX3582'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CAMDEN 2 NO 1 1953---
 FX3582'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 10
 FX3582'INCHES.  IT IS 159 FEET NORTHWEST OF A POWERLINE POLE WITH A
 FX3582'TRANSFORMER, 27 FEET NORTH-NORTHEAST OF THE CENTER OF ROAD AND 2 FEET
 FX3582'SOUTHWEST OF A DITCH.
 FX3582'
 FX3582'REFERENCE 3 IS A STANDARD DISK STAMPED---CAMDEN 2 NO 3 1953---SET
 FX3582'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS RECESSED 1 INCH
 FX3582'BELOW THE GROUND SURFACE.  IT IS 74 FEET EAST OF A UTILITY POLE
 FX3582'WHICH IS ACROSS THE ROAD, 53 FEET NORTH OF THE WEST END OF A CULVERT
 FX3582'AT DIRT SIDE ROAD, 46 FEET EAST OF THE CENTER OF THE INTERSECTION OF
 FX3582'SR 1126 AND THE DIRT SIDE ROAD, 32 FEET NORTHEAST OF THE CENTERLINE
 FX3582'OF SR 1126 AND 2.5 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 FX3582'TRANSFORMER.
 FX3582'
 FX3582'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---CAMDEN 2 1953 NO 4
 FX3582'1977---SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 FX3582'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 100 FEET NORTH OF A
 FX3582'10X12 FOOT CONCRETE BLOCK SHED, 72 FEET EAST OF THE EVERGREEN TREE
 FX3582'AND 24 FEET SOUTH-SOUTHWEST OF THE GRAVELED ROAD AT APPROXIMATE
 FX3582'CENTER.
 FX3582'
 FX3582'AZIMUTH MARK IS A STANDARD DISK STAMPED---CAMDEN 2 1953 RESET 1964---
 FX3582'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FX3582'FLUSH WITH THE GROUND.  IT IS 38 FEET NORTHEAST OF THE CENTERLINE
 FX3582'OF SR 1126, 37 FEET NORTHWEST OF THE CENTERLINE OF SR 1124, 7 FEET
 FX3582'NORTHEAST OF A RIGHT-OF-WAY MARK, 5 FEET NORTH-NORTHEAST OF POWERLINE
 FX3582'POLE NUMBER 9 AND 3 FEET NORTHWEST OF A TELEPHONE POLE.
 FX3582
 FX3582                          STATION RECOVERY (1988)
 FX3582
 FX3582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX3582'STATION IS LOCATED ABOUT 6.95 KM (4.30 MI) SOUTHEAST OF CAMDEN. MARK
 FX3582'IS ABOUT LEVEL WITH ROAD AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED
 FX3582'15.0 M (49.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ROAD, 33.27 M
 FX3582'(109.15 FT) NORTHWEST OF THE CORNER OF A CONCRETE BLOCK, 17.0 M (55.8
 FX3582'FT) EAST OF A 36-INCH OAK, 0.30 M (0.98 FT) SOUTH OF A WITNESS
 FX3582'POST--AND 40.42 M (132.61 FT) WEST OF A PROPERTY CORNER BESIDE SERVICE
 FX3582'POLE, 6.35 M (20.83 FT) NORTH OF A 12-INCH TREE--BOTH WITH REFERENCE
 FX3582'TAGS.
 FX3582
 FX3582                          STATION RECOVERY (1994)
 FX3582
 FX3582'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX3582'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  THE
 FX3582'STATION IS IN THE SOUTHEAST SIDE YARD OF DUNSTON RESIDENCE AT 129
 FX3582'CAMDEN AVENUE (SR 1126) AND THE ROAD IS NOW PAVED.  MARK IS FLUSH WITH
 FX3582'THE GROUND.  LOCATED 49.9 FT (15.2 M) SOUTH-SOUTHWEST OF THE
 FX3582'CENTERLINE OF ROAD, 109.15 FT (33.27 M) NORTHWEST OF THE NORTH CORNER
 FX3582'OF A CONCRETE BLOCK BUILDING, 55.8 FT (17.0 M) SOUTHEAST OF A 40 INCH
 FX3582'OAK, 132.61 FT (40.42 M) WEST OF A PROPERTY CORNER BESIDE SERVICE
 FX3582'POLE, 28.5 FT (8.7 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A 14 FT (4.3
 FX3582'M) WIDE CONCRETE DRIVE, AND 93.0 FT (28.3 M) NORTHEAST OF A SERVICE
 FX3582'POLE WITH TRANSFORMER AND WITH A REFERENCE TAG.  REFERENCE MARKS NO
 FX3582'1,3,4 WERE NOT FOUND.  MAY BE LOST DUE TO ROAD AND DITCH IMPROVMENTS.
 FX3582'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE LINE-OF-SIGHT IS
 FX3582'BLOCKED TO STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4622 ***********************************************************************
 FX4622  DESIGNATION -  CAMDEN 2 AZ MK RESET
 FX4622  PID         -  FX4622
 FX4622  STATE/COUNTY-  NC/CAMDEN
 FX4622  USGS QUAD   -  SHILOH (1982)
 FX4622
 FX4622                         *CURRENT SURVEY CONTROL
 FX4622  ___________________________________________________________________
 FX4622* NAD 83(1986)-  36 16 47.     (N)    076 06 56.     (W)     SCALED    
 FX4622* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 FX4622  ___________________________________________________________________
 FX4622  GEOID HEIGHT-         -37.96  (meters)                     GEOID03
 FX4622  DYNAMIC HT  -           1.680 (meters)       5.51  (feet)  COMP
 FX4622  MODELED GRAV-     979,816.5   (mgal)                       NAVD 88
 FX4622
 FX4622  VERT ORDER  -  SECOND    CLASS II
 FX4622
 FX4622.The horizontal coordinates were scaled from a topographic map and have
 FX4622.an estimated accuracy of +/- 6 seconds.
 FX4622
 FX4622.The orthometric height was determined by differential leveling
 FX4622.and adjusted in September 1997.
 FX4622
 FX4622.The geoid height was determined by GEOID03.
 FX4622
 FX4622.The dynamic height is computed by dividing the NAVD 88
 FX4622.geopotential number by the normal gravity value computed on the
 FX4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX4622.degrees latitude (g = 980.6199 gals.).
 FX4622
 FX4622.The modeled gravity was interpolated from observed gravity values.
 FX4622
 FX4622;                    North         East    Units  Estimated Accuracy
 FX4622;SPC NC       -   284,400.      868,720.      MT  (+/- 180 meters Scaled)
 FX4622
 FX4622                          SUPERSEDED SURVEY CONTROL
 FX4622
 FX4622.No superseded survey control is available for this station.
 FX4622
 FX4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF998155(NAD 83)
 FX4622_MARKER: DZ = AZIMUTH MARK DISK
 FX4622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4622_STAMPING: CAMDEN 2 1953 RESET 1964
 FX4622_MARK LOGO: CGS   
 FX4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4622+STABILITY: SURFACE MOTION
 FX4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX4622+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1995
 FX4622
 FX4622  HISTORY     - Date     Condition        Report By
 FX4622  HISTORY     - 1964     MONUMENTED       CGS
 FX4622  HISTORY     - 19881201 GOOD             NCGS
 FX4622  HISTORY     - 19950811 GOOD             NCGS
 FX4622
 FX4622                          STATION DESCRIPTION
 FX4622
 FX4622'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX4622'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) SOUTHEAST OF CAMDEN. MARK IS
 FX4622'ABOUT LEVEL WITH ROAD AND FLUSH WITH THE GROUND. LOCATED 10.39 M
 FX4622'(34.09 FT) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1124 (TAYLORS
 FX4622'LANE), 10.70 M (35.10 FT) NORTHEAST OF THE CENTERLINE OF SR 1126
 FX4622'(CAMDEN AVE), 0.35 M (1.15 FT) SOUTHWEST OF A PICKET FENCE CORNER, AND
 FX4622'1.38 M (4.53 FT) NORTHEAST OF A CABLE TELEVISION PEDESTAL BESIDE A
 FX4622'POWER POLE WITH A TRANSFORMER AND REFERENCE TAG.
 FX4622
 FX4622                          STATION RECOVERY (1995)
 FX4622
 FX4622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL)
 FX4622'RECOVERED IN GOOD CONDITION WITH FOLLOWING NOTATION.  NO LINE-OF-SIGHT
 FX4622'TO STATION CAMDEN 2.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4623 ***********************************************************************
 FX4623  DESIGNATION -  CAMDEN 2 RM 1
 FX4623  PID         -  FX4623
 FX4623  STATE/COUNTY-  NC/CAMDEN
 FX4623  USGS QUAD   -  SHILOH (1982)
 FX4623
 FX4623                         *CURRENT SURVEY CONTROL
 FX4623  ___________________________________________________________________
 FX4623* NAD 83(1986)-  36 16 55.     (N)    076 07 11.     (W)     SCALED    
 FX4623* NAVD 88     -         1.434  (meters)       4.70   (feet)  ADJUSTED  
 FX4623  ___________________________________________________________________
 FX4623  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 FX4623  DYNAMIC HT  -           1.433 (meters)       4.70  (feet)  COMP
 FX4623  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 FX4623
 FX4623  VERT ORDER  -  SECOND    CLASS II
 FX4623
 FX4623.The horizontal coordinates were scaled from a topographic map and have
 FX4623.an estimated accuracy of +/- 6 seconds.
 FX4623
 FX4623.The orthometric height was determined by differential leveling
 FX4623.and adjusted in September 1997.
 FX4623
 FX4623.The geoid height was determined by GEOID03.
 FX4623
 FX4623.The dynamic height is computed by dividing the NAVD 88
 FX4623.geopotential number by the normal gravity value computed on the
 FX4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX4623.degrees latitude (g = 980.6199 gals.).
 FX4623
 FX4623.The modeled gravity was interpolated from observed gravity values.
 FX4623
 FX4623;                    North         East    Units  Estimated Accuracy
 FX4623;SPC NC       -   284,640.      868,340.      MT  (+/- 180 meters Scaled)
 FX4623
 FX4623                          SUPERSEDED SURVEY CONTROL
 FX4623
 FX4623.No superseded survey control is available for this station.
 FX4623
 FX4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF994158(NAD 83)
 FX4623_MARKER: DR = REFERENCE MARK DISK
 FX4623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4623_STAMPING: CAMDEN 2 NO 1 1953
 FX4623_MARK LOGO: CGS   
 FX4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4623+STABILITY: SURFACE MOTION
 FX4623
 FX4623  HISTORY     - Date     Condition        Report By
 FX4623  HISTORY     - 1953     MONUMENTED       CGS
 FX4623  HISTORY     - 19881201 GOOD             NCGS
 FX4623
 FX4623                          STATION DESCRIPTION
 FX4623
 FX4623'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX4623'STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) SOUTHEAST OF CAMDEN. MARK IS
 FX4623'ABOUT LEVEL WITH ROAD AND PROJECTS 10 INCHES ABOVE GROUND. LOCATED
 FX4623'13.2 M (43.3 FT) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 39.84 M
 FX4623'(130.71 FT) NORTHWEST OF A PROPERTY CORNER PIPE, AND 1.0 M (3.3 FT)
 FX4623'SOUTH OF AN 8-INCH CEDAR WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4626 ***********************************************************************
 FX4626  DESIGNATION -  CAMDEN 2 RM 4
 FX4626  PID         -  FX4626
 FX4626  STATE/COUNTY-  NC/CAMDEN
 FX4626  USGS QUAD   -  SHILOH (1982)
 FX4626
 FX4626                         *CURRENT SURVEY CONTROL
 FX4626  ___________________________________________________________________
 FX4626* NAD 83(1986)-  36 16 55.     (N)    076 07 12.     (W)     SCALED    
 FX4626* NAVD 88     -         1.720  (meters)       5.64   (feet)  ADJUSTED  
 FX4626  ___________________________________________________________________
 FX4626  GEOID HEIGHT-         -37.94  (meters)                     GEOID03
 FX4626  DYNAMIC HT  -           1.719 (meters)       5.64  (feet)  COMP
 FX4626  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 FX4626
 FX4626  VERT ORDER  -  SECOND    CLASS II
 FX4626
 FX4626.The horizontal coordinates were scaled from a topographic map and have
 FX4626.an estimated accuracy of +/- 6 seconds.
 FX4626
 FX4626.The orthometric height was determined by differential leveling
 FX4626.and adjusted in September 1997.
 FX4626
 FX4626.The geoid height was determined by GEOID03.
 FX4626
 FX4626.The dynamic height is computed by dividing the NAVD 88
 FX4626.geopotential number by the normal gravity value computed on the
 FX4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX4626.degrees latitude (g = 980.6199 gals.).
 FX4626
 FX4626.The modeled gravity was interpolated from observed gravity values.
 FX4626
 FX4626;                    North         East    Units  Estimated Accuracy
 FX4626;SPC NC       -   284,640.      868,320.      MT  (+/- 180 meters Scaled)
 FX4626
 FX4626                          SUPERSEDED SURVEY CONTROL
 FX4626
 FX4626.No superseded survey control is available for this station.
 FX4626
 FX4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF994158(NAD 83)
 FX4626_MARKER: DR = REFERENCE MARK DISK
 FX4626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4626_STAMPING: CAMDEN 2 NO 4 1953 1977
 FX4626_MARK LOGO: NGS   
 FX4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX4626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4626+STABILITY: SURFACE MOTION
 FX4626
 FX4626  HISTORY     - Date     Condition        Report By
 FX4626  HISTORY     - 1977     MONUMENTED       NGS
 FX4626  HISTORY     - 19881201 GOOD             NCGS
 FX4626
 FX4626                          STATION DESCRIPTION
 FX4626
 FX4626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (TLB)
 FX4626'STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) SOUTHEAST OF CAMDEN. MARK IS
 FX4626'ABOUT LEVEL WITH ROAD AND PROJECTS 2 INCHES ABOVE GROUND. LOCATED 7.50
 FX4626'M (24.61 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30.76 M
 FX4626'(100.92 FT) NORTH OF THE NORTH-MOST CORNER OF A CONCRETE BLOCK
 FX4626'BUILDING, AND 20.55 M (67.42 FT) NORTHWEST OF A PROPERTY CORNER PIPE
 FX4626'BESIDE A SERVICE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1467 ***********************************************************************
 FZ1467  DESIGNATION -  CAMEL
 FZ1467  PID         -  FZ1467
 FZ1467  STATE/COUNTY-  NC/FORSYTH
 FZ1467  USGS QUAD   -  WINSTON-SALEM EAST (1994)
 FZ1467
 FZ1467                         *CURRENT SURVEY CONTROL
 FZ1467  ___________________________________________________________________
 FZ1467* NAD 83(2007)-  36 05 55.50020(N)    080 14 37.76724(W)     ADJUSTED  
 FZ1467* NAVD 88     -       376.5    (meters)    1235.     (feet)  GPS OBS   
 FZ1467  ___________________________________________________________________
 FZ1467  EPOCH DATE  -        2002.00
 FZ1467  X           -     874,362.516 (meters)                     COMP
 FZ1467  Y           -  -5,085,205.986 (meters)                     COMP
 FZ1467  Z           -   3,737,253.368 (meters)                     COMP
 FZ1467  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 FZ1467  ELLIP HEIGHT-         343.880 (meters)          (02/10/07) ADJUSTED
 FZ1467  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 FZ1467
 FZ1467  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FZ1467  Type    PID    Designation                      North   East  Ellip
 FZ1467  -------------------------------------------------------------------
 FZ1467  NETWORK FZ1467 CAMEL                             0.90   0.71   1.76
 FZ1467  -------------------------------------------------------------------
 FZ1467
 FZ1467.The horizontal coordinates were established by GPS observations
 FZ1467.and adjusted by the National Geodetic Survey in February 2007.
 FZ1467
 FZ1467.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FZ1467.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FZ1467.The horizontal coordinates are valid at the epoch date displayed above.
 FZ1467.The epoch date for horizontal control is a decimal equivalence
 FZ1467.of Year/Month/Day.
 FZ1467
 FZ1467.The orthometric height was determined by GPS observations and a
 FZ1467.high-resolution geoid model.
 FZ1467
 FZ1467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FZ1467
 FZ1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1467
 FZ1467.The ellipsoidal height was determined by GPS observations
 FZ1467.and is referenced to NAD 83.
 FZ1467
 FZ1467.The geoid height was determined by GEOID03.
 FZ1467
 FZ1467;                    North         East     Units Scale Factor Converg.
 FZ1467;SPC NC       -   261,259.367   497,598.397   MT  0.99998175   -0 43 04.4
 FZ1467;SPC NC       -   857,148.44  1,632,537.41   sFT  0.99998175   -0 43 04.4
 FZ1467;UTM  17      - 3,995,166.020   568,067.866   MT  0.99965709   +0 26 43.9
 FZ1467
 FZ1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1467!SPC NC       -   0.99994603  x   0.99998175  =   0.99992778
 FZ1467!UTM  17      -   0.99994603  x   0.99965709  =   0.99960314
 FZ1467
 FZ1467:                Primary Azimuth Mark                     Grid Az
 FZ1467:SPC NC       -  WINSTON SALEM E 9TH ST MUN TK            005 48 31.4
 FZ1467:UTM  17      -  WINSTON SALEM E 9TH ST MUN TK            004 38 43.1
 FZ1467
 FZ1467|---------------------------------------------------------------------|
 FZ1467| PID    Reference Object                     Distance      Geod. Az  |
 FZ1467|                                                           dddmmss.s |
 FZ1467| FZ1482 WINSTON SALEM E 9TH ST MUN TK       APPROX. 0.8 KM 0050527.0 |
 FZ1467| FZ2365 CAMEL RM 1                            4.168 METERS 14132     |
 FZ1467| DG9494 W25 TRIAD                           APPROX. 0.5 KM 2061534.6 |
 FZ1467| FZ2366 CAMEL RM 2                            5.095 METERS 25003     |
 FZ1467|---------------------------------------------------------------------|
 FZ1467
 FZ1467                          SUPERSEDED SURVEY CONTROL
 FZ1467
 FZ1467  NAD 83(1986)-  36 05 55.50701(N)    080 14 37.77436(W) AD(       ) 1
 FZ1467  NAD 83(2001)-  36 05 55.50012(N)    080 14 37.76712(W) AD(       ) 1
 FZ1467  ELLIP H (03/29/05)  343.883  (m)                       GP(       ) 5 2
 FZ1467  NAD 83(1993)-  36 05 55.50649(N)    080 14 37.77381(W) AD(       ) 2
 FZ1467  NAD 83(1986)-  36 05 55.50622(N)    080 14 37.77355(W) AD(       ) 2
 FZ1467  NAD 27      -  36 05 55.01040(N)    080 14 38.59820(W) AD(       ) 2
 FZ1467  NGVD 29 (07/19/86)  376.96   (m)         1236.7    (f) LEVELING    3  
 FZ1467
 FZ1467.Superseded values are not recommended for survey control.
 FZ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1467.See file dsdata.txt to determine how the superseded data were derived.
 FZ1467
 FZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV6806895166(NAD 83)
 FZ1467_MARKER: DS = TRIANGULATION STATION DISK
 FZ1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FZ1467_SP_SET: BUILDING
 FZ1467_STAMPING: CAMEL 1954
 FZ1467_MARK LOGO: CGS   
 FZ1467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FZ1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FZ1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FZ1467+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1994
 FZ1467
 FZ1467  HISTORY     - Date     Condition        Report By
 FZ1467  HISTORY     - 1954     MONUMENTED       CGS
 FZ1467  HISTORY     - 1962     GOOD             NCGS
 FZ1467  HISTORY     - 19940120 GOOD             NCGS
 FZ1467
 FZ1467                          STATION DESCRIPTION
 FZ1467
 FZ1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 FZ1467'STATION IS LOCATED ON TOP OF THE R.J. REYNOLDS BUILDING IN THE
 FZ1467'CENTER OF WINSTON-SALEM, WHICH IS OWNED BY THE R.J. REYNOLDS
 FZ1467'TOBACCO CO.  IT IS 16 FEET SOUTHEAST OF THE NORTHWEST CORNER
 FZ1467'OF THE BUILDING, 8 FEET NORTH OF THE FLAG POLE AND 7.5 FEET
 FZ1467'SOUTHWEST OF THE NORTHEAST CORNER.  THE DISK IS SET FLUSH IN A
 FZ1467'DRILL HOLE IN THE TILE BRICK ROOF AND IS STAMPED CAMEL 1954.
 FZ1467'
 FZ1467'REFERENCE MARK NO. 1 IS SET FLUSH IN A DRILL HOLE ON TOP OF
 FZ1467'THE EAST WALL OF THE BUILDING.  THE DISK IS STAMPED CAMEL NO 1 1954.
 FZ1467'
 FZ1467'REFERENCE MARK NO. 2 IS SET FLUSH IN A DRILL HOLE ON TOP OF
 FZ1467'THE WEST WALL OF THE BUILDING.
 FZ1467'
 FZ1467'NOTE--ALL CUTS TAKEN FROM THIS STATION ARE VISIBLE FROM THE STATION.
 FZ1467'
 FZ1467'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 FZ1467
 FZ1467                          STATION RECOVERY (1962)
 FZ1467
 FZ1467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1962 (WCF)
 FZ1467'CAMEL GOOD
 FZ1467'
 FZ1467'RM 1 GOOD
 FZ1467'
 FZ1467'RM 2 GOOD
 FZ1467'
 FZ1467'AZ. MARK (SMITH REYNOLDS) GOOD
 FZ1467
 FZ1467                          STATION RECOVERY (1994)
 FZ1467
 FZ1467'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FZ1467'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF7768 ***********************************************************************
 AF7768  DESIGNATION -  CAMEL
 AF7768  PID         -  AF7768
 AF7768  STATE/COUNTY-  NC/IREDELL
 AF7768  USGS QUAD   -  HARMONY (1993)
 AF7768
 AF7768                         *CURRENT SURVEY CONTROL
 AF7768  ___________________________________________________________________
 AF7768* NAD 83(2001)-  35 59 37.37453(N)    080 50 22.81899(W)     ADJUSTED  
 AF7768* NAVD 88     -       288.9    (meters)     948.     (feet)  VERTCON   
 AF7768  ___________________________________________________________________
 AF7768  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AF7768  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AF7768  HORZ ORDER  -  SECOND
 AF7768
 AF7768.The horizontal coordinates were established by classical geodetic methods
 AF7768.and adjusted by the National Geodetic Survey in August 2005.
 AF7768
 AF7768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7768
 AF7768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF7768
 AF7768.The geoid height was determined by GEOID03.
 AF7768
 AF7768;                    North         East     Units Scale Factor Converg.
 AF7768;SPC NC       -   250,440.358   443,733.194   MT  0.99995632   -1 03 42.5
 AF7768;SPC NC       -   821,653.07  1,455,814.65   sFT  0.99995632   -1 03 42.5
 AF7768;UTM  17      - 3,983,263.254   514,451.139   MT  0.99960257   +0 05 39.2
 AF7768
 AF7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7768!SPC NC       -   0.99995983  x   0.99995632  =   0.99991615
 AF7768!UTM  17      -   0.99995983  x   0.99960257  =   0.99956241
 AF7768
 AF7768                          SUPERSEDED SURVEY CONTROL
 AF7768
 AF7768  NAD 83(1986)-  35 59 37.38300(N)    080 50 22.82569(W) AD(       ) 2
 AF7768  NGVD 29 (05/28/98)  289.1    (m)          948.     (f) VERT ANG    3  
 AF7768
 AF7768.Superseded values are not recommended for survey control.
 AF7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7768.See file dsdata.txt to determine how the superseded data were derived.
 AF7768
 AF7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1445183263(NAD 83)
 AF7768_MARKER: DE = TRAVERSE STATION DISK
 AF7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7768_STAMPING: CAMEL 1984
 AF7768_MARK LOGO: NCGS  
 AF7768_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF7768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7768+STABILITY: SURFACE MOTION
 AF7768
 AF7768  HISTORY     - Date     Condition        Report By
 AF7768  HISTORY     - 1984     MONUMENTED       NCGS
 AF7768
 AF7768                          STATION DESCRIPTION
 AF7768
 AF7768'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (GWT)
 AF7768'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTHEAST OF UNION GROVE, 7.2
 AF7768'KM (4.5 MI) WEST-NORTHWEST OF HARMONY.$ALONG I-77 FOR 1.8 KM (1.1 MI)
 AF7768'SOUTH OF THE NC 901 OVERPASS, AT END OF GUARDRAIL.$MARK IS RECESSED 2
 AF7768'INCHES BELOW GROUND AND IS LEVEL WITH I-77. LOCATED 9.0 M (29.5 FT)
 AF7768'WEST-NORTHWEST OF THE CENTERLINE OF SOUTH BOUND LANE OF I-77, 1.3 KM
 AF7768'(0.8 MI) WEST-NORTHWEST OF SOUTH END OF GUARDRAIL, 26.3 M (86.3 FT)
 AF7768'WEST OF CENTER OF METAL DRAIN--AND 43.0 M (141.1 FT) EAST-NORTHEAST OF
 AF7768'6-INCH SHORT LEAF PINE, 13.6 M (44.6 FT) SOUTH-SOUTHWEST OF REFLECTOR
 AF7768'POST, 67.4 M (221.1 FT) NORTH OF REFLECTOR POST--ALL WITH REFERENCE
 AF7768'TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX5234 ***********************************************************************
 FX5234  DESIGNATION -  CAMELLIA
 FX5234  PID         -  FX5234
 FX5234  STATE/COUNTY-  NC/GATES
 FX5234  USGS QUAD   -  GATESVILLE (1990)
 FX5234
 FX5234                         *CURRENT SURVEY CONTROL
 FX5234  ___________________________________________________________________
 FX5234* NAD 83(2001)-  36 24 30.40366(N)    076 45 13.18892(W)     ADJUSTED  
 FX5234* NAVD 88     -         4.9    (meters)      16.     (feet)  VERTCON   
 FX5234  ___________________________________________________________________
 FX5234  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 FX5234  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 FX5234  HORZ ORDER  -  SECOND
 FX5234
 FX5234.The horizontal coordinates were established by classical geodetic methods
 FX5234.and adjusted by the National Geodetic Survey in August 2005.
 FX5234
 FX5234.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX5234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX5234
 FX5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX5234
 FX5234.The geoid height was determined by GEOID03.
 FX5234
 FX5234;                    North         East     Units Scale Factor Converg.
 FX5234;SPC NC       -   297,203.313   811,087.852   MT  1.00007646   +1 17 47.5
 FX5234;SPC NC       -   975,074.54  2,661,044.06   sFT  1.00007646   +1 17 47.5
 FX5234;UTM  18      - 4,030,681.100   342,758.184   MT  0.99990463   -1 02 27.9
 FX5234
 FX5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX5234!SPC NC       -   1.00000488  x   1.00007646  =   1.00008134
 FX5234!UTM  18      -   1.00000488  x   0.99990463  =   0.99990951
 FX5234
 FX5234                          SUPERSEDED SURVEY CONTROL
 FX5234
 FX5234  NAD 83(1993)-  36 24 30.40412(N)    076 45 13.19436(W) AD(       ) 2
 FX5234  NAD 83(1986)-  36 24 30.41492(N)    076 45 13.20588(W) AD(       ) 2
 FX5234  NGVD 29 (01/18/91)    5.3    (m)           17.     (f) VERT ANG    3  
 FX5234
 FX5234.Superseded values are not recommended for survey control.
 FX5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX5234.See file dsdata.txt to determine how the superseded data were derived.
 FX5234
 FX5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4275830681(NAD 83)
 FX5234_MARKER: DH = HORIZONTAL CONTROL DISK
 FX5234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX5234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX5234_STAMPING: CAMELLIA 1980
 FX5234_MARK LOGO: NCGS  
 FX5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX5234+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1994
 FX5234
 FX5234  HISTORY     - Date     Condition        Report By
 FX5234  HISTORY     - 1980     MONUMENTED       NCGS
 FX5234  HISTORY     - 19940201 SEE DESCRIPTION  NCGS
 FX5234
 FX5234                          STATION DESCRIPTION
 FX5234
 FX5234'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ACD)
 FX5234'THE STATION IS IN NORTH GATESVILLE AT THE INTERSECTION OF NC 37 AND
 FX5234'US 158 IN NORTHEAST QUADRANT.
 FX5234'
 FX5234'STATION MARK IS A STANDARD DISK STAMPED---CAMELLIA 1980---SET IN TOP
 FX5234'OF A 9 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.  MARK IS
 FX5234'20.5 FEET EAST-NORTHEAST OF NC 37-US 158 BUSINESS, 76.8 FEET NORTH OF
 FX5234'WEST END OF CONCRETE ISLAND OF US 158 BUSINESS-EAST, 59.1 FEET EAST-
 FX5234'SOUTHEAST OF FIRE HYDRANT, 91.0 FEET SOUTH OF POWER POLE (P1743WJ73)
 FX5234'WITH REFERENCE TAG AND 121.0 FEET WEST OF TRIPLE HICKORY WITH
 FX5234'REFERENCE TAG.
 FX5234
 FX5234                          STATION RECOVERY (1994)
 FX5234
 FX5234'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX5234'THE STATION WAS SEARCHED FOR BUT NOT FOUND. MARK IS NO LONGER
 FX5234'ACCESSIBLE DUE TO STREET IMPROVEMENTS IN AREA. APPEARS TO BE UNDER A
 FX5234'CONCRETE HANDICAP RAMP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8626 ***********************************************************************
 DG8626  DESIGNATION -  CAMELOT
 DG8626  PID         -  DG8626
 DG8626  STATE/COUNTY-  NC/NEW HANOVER
 DG8626  USGS QUAD   -  SCOTTS HILL (1970)
 DG8626
 DG8626                         *CURRENT SURVEY CONTROL
 DG8626  ___________________________________________________________________
 DG8626* NAD 83(2007)-  34 15 52.64442(N)    077 46 41.55303(W)     ADJUSTED  
 DG8626* NAVD 88     -         7.9    (meters)      26.     (feet)  GPS OBS   
 DG8626  ___________________________________________________________________
 DG8626  EPOCH DATE  -        2002.00
 DG8626  X           -   1,117,072.500 (meters)                     COMP
 DG8626  Y           -  -5,157,168.335 (meters)                     COMP
 DG8626  Z           -   3,570,727.045 (meters)                     COMP
 DG8626  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 DG8626  ELLIP HEIGHT-         -29.331 (meters)          (02/10/07) ADJUSTED
 DG8626  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 DG8626
 DG8626  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8626  Type    PID    Designation                      North   East  Ellip
 DG8626  -------------------------------------------------------------------
 DG8626  NETWORK DG8626 CAMELOT                           1.12   0.90   2.06
 DG8626  -------------------------------------------------------------------
 DG8626
 DG8626.The horizontal coordinates were established by GPS observations
 DG8626.and adjusted by the National Geodetic Survey in February 2007.
 DG8626
 DG8626.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8626.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8626.The horizontal coordinates are valid at the epoch date displayed above.
 DG8626.The epoch date for horizontal control is a decimal equivalence
 DG8626.of Year/Month/Day.
 DG8626
 DG8626.The orthometric height was determined by GPS observations and a
 DG8626.high-resolution geoid model.
 DG8626
 DG8626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8626
 DG8626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8626
 DG8626.The ellipsoidal height was determined by GPS observations
 DG8626.and is referenced to NAD 83.
 DG8626
 DG8626.The geoid height was determined by GEOID03.
 DG8626
 DG8626;                    North         East     Units Scale Factor Converg.
 DG8626;SPC NC       -    57,782.042   722,124.267   MT  1.00001974   +0 42 18.7
 DG8626;SPC NC       -   189,573.25  2,369,169.37   sFT  1.00001974   +0 42 18.7
 DG8626;UTM  18      - 3,794,990.845   244,199.730   MT  1.00040665   -1 33 54.1
 DG8626
 DG8626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8626!SPC NC       -   1.00000460  x   1.00001974  =   1.00002434
 DG8626!UTM  18      -   1.00000460  x   1.00040665  =   1.00041126
 DG8626
 DG8626                          SUPERSEDED SURVEY CONTROL
 DG8626
 DG8626  NAD 83(1986)-  34 15 52.65668(N)    077 46 41.56543(W) AD(       ) 1
 DG8626  NAD 83(2001)-  34 15 52.64466(N)    077 46 41.55247(W) AD(       ) 1
 DG8626  ELLIP H (12/29/04)  -29.320  (m)                       GP(       ) 4 1
 DG8626
 DG8626.Superseded values are not recommended for survey control.
 DG8626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8626.See file dsdata.txt to determine how the superseded data were derived.
 DG8626
 DG8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC4420094991(NAD 83)
 DG8626_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8626_STAMPING: CAMELOT 1994
 DG8626_MARK LOGO: NCGS  
 DG8626_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG8626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8626+STABILITY: SURFACE MOTION
 DG8626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8626+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DG8626
 DG8626  HISTORY     - Date     Condition        Report By
 DG8626  HISTORY     - 1994     MONUMENTED       NCGS
 DG8626
 DG8626                          STATION DESCRIPTION
 DG8626
 DG8626'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 DG8626'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF OGDEN AND
 DG8626'9.8 MI (15.8 KM) EAST-NORTHEAST OF WILMINGTON.  ALONG SR 1403 (MIDDLE
 DG8626'SOUND LOOP ROAD) FOR 2.65 MI (4.26 KM) EAST FROM US 17 T-INTERSECTION,
 DG8626'OR 0.1 MI (0.2 KM) SOUTHEAST OF SR 1404 (MASON LANDING ROAD) , IN
 DG8626'NORTH LAWN OF CAMELOT STABLES, DIRECTLY IN FRONT OF CAMELOT STABLES
 DG8626'SIGN.  MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.
 DG8626'LOCATED 21.7 FT (6.6 M) SOUTHWEST OF THE CENTERLINE OF ROAD, 109.5 FT
 DG8626'(33.4 M) SOUTHEAST OF A TELEPHONE PEDESTAL, 8.7 FT (2.7 M) NORTHEAST
 DG8626'OF THE NORTHERNMOST SIGN POST, 77.0 FT (23.5 M) NORTHWEST OF A 14-INCH
 DG8626'TWIN TRUNK GUM, AND 99.7 FT (30.4 M) SOUTHEAST OF A POWER POLE WITH A
 DG8626'TRANSFORMER AND A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0700 ***********************************************************************
 EA0700  DESIGNATION -  CAMERA
 EA0700  PID         -  EA0700
 EA0700  STATE/COUNTY-  NC/PENDER
 EA0700  USGS QUAD   -  HAMPSTEAD (1970)
 EA0700
 EA0700                         *CURRENT SURVEY CONTROL
 EA0700  ___________________________________________________________________
 EA0700* NAD 83(2001)-  34 22 03.81114(N)    077 37 38.48490(W)     ADJUSTED  
 EA0700* NAVD 88     -         1.566  (meters)       5.14   (feet)  ADJUSTED  
 EA0700  ___________________________________________________________________
 EA0700  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EA0700  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 EA0700  DYNAMIC HT  -           1.564 (meters)       5.13  (feet)  COMP
 EA0700  MODELED GRAV-     979,655.4   (mgal)                       NAVD 88
 EA0700
 EA0700  HORZ ORDER  -  SECOND
 EA0700  VERT ORDER  -  SECOND    CLASS 0
 EA0700
 EA0700.The horizontal coordinates were established by classical geodetic methods
 EA0700.and adjusted by the National Geodetic Survey in August 2005.
 EA0700
 EA0700.The orthometric height was determined by differential leveling
 EA0700.and adjusted in June 1991.
 EA0700
 EA0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0700
 EA0700.The geoid height was determined by GEOID03.
 EA0700
 EA0700.The dynamic height is computed by dividing the NAVD 88
 EA0700.geopotential number by the normal gravity value computed on the
 EA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0700.degrees latitude (g = 980.6199 gals.).
 EA0700
 EA0700.The modeled gravity was interpolated from observed gravity values.
 EA0700
 EA0700;                    North         East     Units Scale Factor Converg.
 EA0700;SPC NC       -    69,399.448   735,858.306   MT  0.99999065   +0 47 32.1
 EA0700;SPC NC       -   227,688.02  2,414,228.46   sFT  0.99999065   +0 47 32.1
 EA0700;UTM  18      - 3,806,058.314   258,388.833   MT  1.00031962   -1 29 01.9
 EA0700
 EA0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0700!SPC NC       -   1.00000562  x   0.99999065  =   0.99999627
 EA0700!UTM  18      -   1.00000562  x   1.00031962  =   1.00032524
 EA0700
 EA0700                          SUPERSEDED SURVEY CONTROL
 EA0700
 EA0700  NAD 83(1986)-  34 22 03.82444(N)    077 37 38.49871(W) AD(       ) 2
 EA0700  NAD 27      -  34 22 03.21700(N)    077 37 39.59400(W) AD(       ) 2
 EA0700  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    2 0
 EA0700
 EA0700.Superseded values are not recommended for survey control.
 EA0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0700.See file dsdata.txt to determine how the superseded data were derived.
 EA0700
 EA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD5838906058(NAD 83)
 EA0700_MARKER: DE = TRAVERSE STATION DISK
 EA0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0700_STAMPING: CAMERA 1947
 EA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0700+STABILITY: SURFACE MOTION
 EA0700
 EA0700  HISTORY     - Date     Condition        Report By
 EA0700  HISTORY     - 1947     MONUMENTED       CGS
 EA0700  HISTORY     - 1947     GOOD             CGS
 EA0700  HISTORY     - 19840101 MARK NOT FOUND   NCGS
 EA0700
 EA0700                          STATION DESCRIPTION
 EA0700
 EA0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR)
 EA0700'THIS IS A TRAVERSE STATION.
 EA0700'
 EA0700'THE STATION IS LOCATED ON THE SOUTHEAST END OF TOPSAIL ISLAND
 EA0700'ABOUT 6 MILES SOUTHWEST OF SEARS LANDING.  IT IS 50 FEET NORTH
 EA0700'OF A T-ROAD INTERSECTION AND 6 FEET SOUTHWEST OF A TELEPHONE
 EA0700'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK (A STANDARD
 EA0700'TRIANGULATION DISK) IS STAMPED CAMERA 1947.
 EA0700'
 EA0700'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ZERO
 EA0700'AND THE DISTANCE WAS FOUND TO BE 242.634 METERS.
 EA0700'
 EA0700'TO REACH THE STATION FROM THE BRIDGE AT SEARS LANDING, GO
 EA0700'SOUTHEAST TOWARD THE OCEAN FOR 0.5 MILE.  TURN RIGHT AND GO 6.25
 EA0700'MILES TO A T-ROAD INTERSECTION AND THE STATION AS DESCRIBED.
 EA0700'
 EA0700'AN ELEVATION HAS BEEN DETERMINED.
 EA0700'
 EA0700'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RANGE
 EA0700'ONE AND THE DISTANCE WAS FOUND TO BE 175.447 METERS.
 EA0700
 EA0700                          STATION RECOVERY (1947)
 EA0700
 EA0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 EA0700'11.4 MI SW FROM HOLLYRIDGE.
 EA0700'5.25 MILES SOUTH ALONG THE SEARS LANDING ROAD FROM THE RAILROAD
 EA0700'STATION AT HOLLYRIDGE, THENCE 6.15 MILES SOUTHWEST ALONG THE SAND
 EA0700'SPIT ROAD, ON THE SAND SPIT BETWEEN NEW TOPSAIL INLET AND NEW
 EA0700'RIVER INLET, 0.15 MILE NORTHEAST OF THE CONCRETE U.S. NAVY TEST
 EA0700'RANGE CONTROL TOWER, 24.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 EA0700'SAND SPIT ROAD, 49.0 FEET NORTHEAST OF THE CENTERLINE OF A ROAD
 EA0700'LEADING NORTHWEST TO WAREHOUSES AND FRAME RANGE TOWER, 5.6 FEET
 EA0700'SOUTHWEST OF POWER POLE, 1.5 FOOT NORTHEAST OF A WHITE PAINTED
 EA0700'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 EA0700'FOOT ABOVE THE GROUND.
 EA0700
 EA0700                          STATION RECOVERY (1984)
 EA0700
 EA0700'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HAS)
 EA0700'MARK NOT FOUND, PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2947 ***********************************************************************
 EZ2947  DESIGNATION -  CAMERON
 EZ2947  PID         -  EZ2947
 EZ2947  STATE/COUNTY-  NC/LEE
 EZ2947  USGS QUAD   -  COLON (1981)
 EZ2947
 EZ2947                         *CURRENT SURVEY CONTROL
 EZ2947  ___________________________________________________________________
 EZ2947* NAD 83(2001)-  35 30 35.08248(N)    079 12 48.55764(W)     ADJUSTED  
 EZ2947* NAVD 88     -        87.5    (meters)     287.     (feet)  VERTCON   
 EZ2947  ___________________________________________________________________
 EZ2947  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 EZ2947  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 EZ2947  HORZ ORDER  -  SECOND
 EZ2947
 EZ2947.The horizontal coordinates were established by classical geodetic methods
 EZ2947.and adjusted by the National Geodetic Survey in August 2005.
 EZ2947
 EZ2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2947
 EZ2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2947
 EZ2947.The geoid height was determined by GEOID03.
 EZ2947
 EZ2947;                    North         East     Units Scale Factor Converg.
 EZ2947;SPC NC       -   195,230.242   590,236.189   MT  0.99988269   -0 07 23.6
 EZ2947;SPC NC       -   640,517.89  1,936,466.56   sFT  0.99988269   -0 07 23.6
 EZ2947;UTM  17      - 3,931,041.630   662,013.331   MT  0.99992347   +1 02 16.5
 EZ2947
 EZ2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2947!SPC NC       -   0.99999121  x   0.99988269  =   0.99987390
 EZ2947!UTM  17      -   0.99999121  x   0.99992347  =   0.99991468
 EZ2947
 EZ2947|---------------------------------------------------------------------|
 EZ2947| PID    Reference Object                     Distance      Geod. Az  |
 EZ2947|                                                           dddmmss.s |
 EZ2947| EZ2946 GLENWOOD                            334.841 METERS 35833     |
 EZ2947|---------------------------------------------------------------------|
 EZ2947
 EZ2947                          SUPERSEDED SURVEY CONTROL
 EZ2947
 EZ2947  NAD 83(1986)-  35 30 35.08530(N)    079 12 48.56266(W) AD(       ) 2
 EZ2947  NAD 27      -  35 30 34.53847(N)    079 12 49.48834(W) AD(       ) 2
 EZ2947  NGVD 29 (07/19/86)   87.7    (m)          288.     (f) VERT ANG    3  
 EZ2947
 EZ2947.Superseded values are not recommended for survey control.
 EZ2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2947.See file dsdata.txt to determine how the superseded data were derived.
 EZ2947
 EZ2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6201331042(NAD 83)
 EZ2947_MARKER: DE = TRAVERSE STATION DISK
 EZ2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2947_STAMPING: CAMERON 1970
 EZ2947_MARK LOGO: NCGS  
 EZ2947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2947+STABILITY: SURFACE MOTION
 EZ2947
 EZ2947  HISTORY     - Date     Condition        Report By
 EZ2947  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2947
 EZ2947                          STATION DESCRIPTION
 EZ2947
 EZ2947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2947'CAMERON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2947'VICINITY OF SANFORD, NORTH CAROLINA.
 EZ2947'
 EZ2947'CAMERON IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF SANFORD.  TO
 EZ2947'REACH STATION PROCEED FROM THE INTERSECTION OF US 1, 15 AND 501
 EZ2947'BYPASS AND US 421, GO NORTH ON US 421 FOR 1.45 MILES TO SR 1326, TURN
 EZ2947'LEFT ON SR 1326 AND GO 0.1 MILE TO STATION APPROXIMATELY 100 FEET
 EZ2947'SOUTH OF SR 1326 AND APPROXIMATELY 35 FEET EAST FROM THE END OF
 EZ2947'ASPHALT DRIVEWAY OF MR. CAMERON, AND 0.9 MILE EAST OF SR
 EZ2947'1325.
 EZ2947'
 EZ2947'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ2947'CAMERON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2947'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2947'
 EZ2947'MARK IS--
 EZ2947'117.2 FEET SSE OF C/L OF SR 1325.
 EZ2947'90.0 FEET SE OF ALUMINUM REF. TAG ON PP.
 EZ2947'66.5 FEET ENE OF END WALL TO CARPORT.
 EZ2947'68.7 FEET NE OF BACK CORNER OF STORAGE SHED ATTACHED TO CARPORT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3320 ***********************************************************************
 EZ3320  DESIGNATION -  CAMERON
 EZ3320  PID         -  EZ3320
 EZ3320  STATE/COUNTY-  NC/MOORE
 EZ3320  USGS QUAD   -  MURCHISONTOWN (1981)
 EZ3320
 EZ3320                         *CURRENT SURVEY CONTROL
 EZ3320  ___________________________________________________________________
 EZ3320* NAD 83(2001)-  35 19 49.01325(N)    079 14 55.77669(W)     ADJUSTED  
 EZ3320* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 EZ3320  ___________________________________________________________________
 EZ3320  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 EZ3320  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 EZ3320  HORZ ORDER  -  FIRST
 EZ3320
 EZ3320.The horizontal coordinates were established by classical geodetic methods
 EZ3320.and adjusted by the National Geodetic Survey in August 2005.
 EZ3320
 EZ3320.The orthometric height was scaled from a topographic map.
 EZ3320
 EZ3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3320
 EZ3320.The geoid height was determined by GEOID03.
 EZ3320
 EZ3320;                    North         East     Units Scale Factor Converg.
 EZ3320;SPC NC       -   175,329.025   586,980.807   MT  0.99987353   -0 08 37.0
 EZ3320;SPC NC       -   575,225.31  1,925,786.20   sFT  0.99987353   -0 08 37.0
 EZ3320;UTM  17      - 3,911,077.839   659,160.973   MT  0.99991219   +1 00 46.4
 EZ3320
 EZ3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3320!SPC NC       -   0.99998947  x   0.99987353  =   0.99986300
 EZ3320!UTM  17      -   0.99998947  x   0.99991219  =   0.99990166
 EZ3320
 EZ3320:                Primary Azimuth Mark                     Grid Az
 EZ3320:SPC NC       -  HAYES                                    208 58 52.9
 EZ3320:UTM  17      -  HAYES                                    207 49 29.5
 EZ3320
 EZ3320|---------------------------------------------------------------------|
 EZ3320| PID    Reference Object                     Distance      Geod. Az  |
 EZ3320|                                                           dddmmss.s |
 EZ3320| EZ3538 HAYES                               APPROX. 2.5 KM 2085015.9 |
 EZ3320| EZ5545 CAMERON RM                           16.660 METERS 23024     |
 EZ3320|---------------------------------------------------------------------|
 EZ3320
 EZ3320                          SUPERSEDED SURVEY CONTROL
 EZ3320
 EZ3320  NAD 83(1986)-  35 19 49.00879(N)    079 14 55.77834(W) AD(       ) 1
 EZ3320  NAD 27      -  35 19 48.44973(N)    079 14 56.68768(W) AD(       ) 1
 EZ3320
 EZ3320.Superseded values are not recommended for survey control.
 EZ3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3320.See file dsdata.txt to determine how the superseded data were derived.
 EZ3320
 EZ3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5916111078(NAD 83)
 EZ3320
 EZ3320  HISTORY     - Date     Condition        Report By
 EZ3320  HISTORY     - 1918     MONUMENTED       CGS
 EZ3320  HISTORY     - 1933     GOOD             CGS
 EZ3320  HISTORY     - 1945     MARK NOT FOUND   USA
 EZ3320  HISTORY     - 1964     MARK NOT FOUND   AMS
 EZ3320
 EZ3320                          STATION DESCRIPTION
 EZ3320
 EZ3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3320'ABOUT ONE-EIGHTH MILE NORTH OF CAMERON, ABOUT 175 METERS (574 FEET)
 EZ3320'NORTH OF POINT OF TANGENCY OF FIRST CURVE OF SEABOARD AIR LINE
 EZ3320'RAILWAY NORTH OF CAMERON AND CURVE OPPOSITE MILEPOST 211, ON
 EZ3320'PROLONGATION OF TANGENT TO EAST RAIL FROM SOUTH, ON SIDE OF HILL IN
 EZ3320'CULTIVATED FIELD, ABOUT 75 METERS (246 FEET) WEST OF WEST RAIL, AND
 EZ3320'ABOUT 10 METERS (33 FEET) NORTHEAST OF SUMMIT OF HILL.  SURFACE MARK
 EZ3320'WAS STANDARD DISK STATION MARK IN CONCRETE.  MARK WAS NOT
 EZ3320'RECOVERED IN 1933.  UNDERGROUND MARK IS COPPER BOLT IN
 EZ3320'CONCRETE.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 EZ3320'CONCRETE, IN FIELD, ABOUT 1 METER (3 FEET) NORTH OF PEACH TREE, AND
 EZ3320'16.66 METERS (54.7 FEET) FROM STATION S 50 DEG 24 MIN W.
 EZ3320'STATION HURON IS
 EZ3320'VISIBLE FROM GROUND N 84 DEG 21 MIN E. STATION HAYES
 EZ3320'IS VISIBLE FROM
 EZ3320'GROUND S 28 DEG 51 MIN W.
 EZ3320
 EZ3320                          STATION RECOVERY (1945)
 EZ3320
 EZ3320'RECOVERY NOTE BY US ARMY 1945
 EZ3320'STATION AND REFERENCE MARKS NOT RECOVERED.  SMALL PIECES OF CONCRETE,
 EZ3320'PROBABLY FROM OLD MARKS FOUND AT STATION SITE.
 EZ3320
 EZ3320                          STATION RECOVERY (1964)
 EZ3320
 EZ3320'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964
 EZ3320'STATION HAS NOT BEEN RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DF8571 ***********************************************************************
 DF8571  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8571  DESIGNATION -  CAMERON
 DF8571  PID         -  DF8571
 DF8571  STATE/COUNTY-  NC/WATAUGA
 DF8571  USGS QUAD   -  GLOBE (1994)
 DF8571
 DF8571                         *CURRENT SURVEY CONTROL
 DF8571  ___________________________________________________________________
 DF8571* NAD 83(2007)-  36 07 19.44403(N)    081 43 30.14676(W)     ADJUSTED  
 DF8571* NAVD 88     -      1054.20   (meters)    3458.7    (feet)  GPS OBS   
 DF8571  ___________________________________________________________________
 DF8571  EPOCH DATE  -        2002.00
 DF8571  X           -     742,481.171 (meters)                     COMP
 DF8571  Y           -  -5,105,142.042 (meters)                     COMP
 DF8571  Z           -   3,739,744.008 (meters)                     COMP
 DF8571  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 DF8571  ELLIP HEIGHT-        1022.825 (meters)          (02/10/07) ADJUSTED
 DF8571  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DF8571
 DF8571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DF8571  Type    PID    Designation                      North   East  Ellip
 DF8571  -------------------------------------------------------------------
 DF8571  NETWORK DF8571 CAMERON                           1.02   0.92   1.78
 DF8571  -------------------------------------------------------------------
 DF8571
 DF8571.The horizontal coordinates were established by GPS observations
 DF8571.and adjusted by the National Geodetic Survey in February 2007.
 DF8571
 DF8571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DF8571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DF8571.The horizontal coordinates are valid at the epoch date displayed above.
 DF8571.The epoch date for horizontal control is a decimal equivalence
 DF8571.of Year/Month/Day.
 DF8571
 DF8571.The orthometric height was determined by GPS observations and a
 DF8571.high-resolution geoid model.
 DF8571.The orthometric height was determined by GPS observations and a
 DF8571.high-resolution geoid model using precise GPS observation and
 DF8571.processing techniques.
 DF8571
 DF8571.Photographs are available for this station.
 DF8571
 DF8571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8571
 DF8571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8571
 DF8571.The ellipsoidal height was determined by GPS observations
 DF8571.and is referenced to NAD 83.
 DF8571
 DF8571.The geoid height was determined by GEOID03.
 DF8571
 DF8571;                    North         East     Units Scale Factor Converg.
 DF8571;SPC NC       -   266,511.862   364,314.486   MT  0.99998786   -1 34 22.1
 DF8571;SPC NC       -   874,381.00  1,195,255.11   sFT  0.99998786   -1 34 22.1
 DF8571;UTM  17      - 3,997,731.062   434,754.117   MT  0.99965245   -0 25 38.8
 DF8571
 DF8571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8571!SPC NC       -   0.99983950  x   0.99998786  =   0.99982736
 DF8571!UTM  17      -   0.99983950  x   0.99965245  =   0.99949200
 DF8571
 DF8571                          SUPERSEDED SURVEY CONTROL
 DF8571
 DF8571  NAD 83(1986)-  36 07 19.45477(N)    081 43 30.15234(W) AD(       ) 1
 DF8571  NAD 83(2001)-  36 07 19.44426(N)    081 43 30.14677(W) AD(       ) 1
 DF8571  ELLIP H (10/17/03) 1022.815  (m)                       GP(       ) 4 2
 DF8571
 DF8571.Superseded values are not recommended for survey control.
 DF8571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8571.See file dsdata.txt to determine how the superseded data were derived.
 DF8571
 DF8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3475497731(NAD 83)
 DF8571_MARKER: DD = SURVEY DISK
 DF8571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8571_STAMPING: CAMERON 2003
 DF8571_MARK LOGO: NGS   
 DF8571_PROJECTION: RECESSED 5 CENTIMETERS
 DF8571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8571+STABILITY: SURFACE MOTION
 DF8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8571+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2002
 DF8571
 DF8571  HISTORY     - Date     Condition        Report By
 DF8571  HISTORY     - 20021210 MONUMENTED       GEOMET
 DF8571
 DF8571                          STATION DESCRIPTION
 DF8571
 DF8571'DESCRIBED BY GEOMETRICS GPS INCORPORATED 2002 (FJJ)
 DF8571'THE STATION IS LOCATED IN SOUTHERN WATAUGA COUNTY, NORTH CAROLINA,
 DF8571'ABOUT 11.3 KM (7 MILES) SOUTHWEST OF BOONE AND 4.8 KM (3 MILES)
 DF8571'SOUTHWEST OF BLOWING ROCK.  TO REACH THE STATION FROM THE
 DF8571'INTERSECTION OF US HIGHWAY 221 AND US HIGHWAY (BUSINESS ROUTE) 321 IN
 DF8571'DOWNTOWN BLOWING ROCK, GO SOUTHWESTERLY ON US HIGHWAY 221 FOR 6.7 KM
 DF8571'(4.2 MILES) TO ITS INTERSECTION WITH OLD JOHNS RIVER ROAD ON THE
 DF8571'LEFT. CONTINUE SOUTHWEST ON US HIGHWAY 221 FOR 0.3 KM (0.2 MILE) TO
 DF8571'THE STATION ON THE LEFT.  THE STATION IS 37.4 METERS (122.6 FEET)
 DF8571'NORTHEAST (MAGNETIC BEARING OF 70 DEGREES) FROM A MAILBOX POST POST
 DF8571'NUMBERED 4481, 30.5 METERS (100 FEET) NORTHEAST (MAGNETIC BEARING OF
 DF8571'80 DEGREES) FROM THE CENTERLINE OF A DRIVEWAY, 19.8 METERS (64.8
 DF8571'FEET) NORTHEAST (MAGNETIC BEARING OF 55 DEGREES) FROM A FENCE CORNER
 DF8571'POST, 11.9 METERS (39.2 FEET) NORTHEAST (MAGNETIC BEARING OF 45
 DF8571'DEGREES) FROM A UTILITY POLE NUMBERED 85 154770 WITH AN NCGS
 DF8571'REFERENCE TAG, 8.3 METERS (27.2 FEET) NORTHWEST (MAGNETIC BEARING OF
 DF8571'350 DEGREES) FROM A FENCE, 5.3 METERS (17.4 FEET) SOUTHEAST (MAGNETIC
 DF8571'BEARING OF 170 DEGREES) FROM THE CENTERLINE OF US HIGHWAY 221.  THE
 DF8571'MONUMENT IS A STANDARD NGS BRASS DISK SET INTO A 12 INCH DIAMETER
 DF8571'CONCRETE MONUMENT 36 INCHES DEEP.  IT IS RECESSED TWO INCHES BELOW
 DF8571'THE GROUND SURFACE AND STAMPED CAMERON 2003.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3144 ***********************************************************************
 EZ3144  DESIGNATION -  CAMERON HILL LOOKOUT TOWER NEW
 EZ3144  PID         -  EZ3144
 EZ3144  STATE/COUNTY-  NC/HARNETT
 EZ3144  USGS QUAD   -  OLIVIA (1981)
 EZ3144
 EZ3144                         *CURRENT SURVEY CONTROL
 EZ3144  ___________________________________________________________________
 EZ3144* NAD 83(2001)-  35 16 47.74937(N)    079 05 58.56983(W)     ADJUSTED  
 EZ3144* NAVD 88     -              **(meters)            **(feet)            
 EZ3144  ___________________________________________________________________
 EZ3144  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 EZ3144  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 EZ3144  HORZ ORDER  -  THIRD
 EZ3144
 EZ3144.The horizontal coordinates were established by classical geodetic methods
 EZ3144.and adjusted by the National Geodetic Survey in August 2005.
 EZ3144
 EZ3144
 EZ3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3144
 EZ3144.The geoid height was determined by GEOID03.
 EZ3144
 EZ3144;                    North         East     Units Scale Factor Converg.
 EZ3144;SPC NC       -   169,719.670   600,540.898   MT  0.99987271   -0 03 27.0
 EZ3144;SPC NC       -   556,821.95  1,970,274.60   sFT  0.99987271   -0 03 27.0
 EZ3144;UTM  17      - 3,905,742.830   672,832.380   MT  0.99996814   +1 05 52.4
 EZ3144
 EZ3144                          SUPERSEDED SURVEY CONTROL
 EZ3144
 EZ3144  NAD 83(1986)-  35 16 47.75658(N)    079 05 58.56822(W) AD(       ) 4
 EZ3144  NAD 27      -  35 16 47.18000(N)    079 05 59.46000(W) AD(       ) 3
 EZ3144
 EZ3144.Superseded values are not recommended for survey control.
 EZ3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3144.See file dsdata.txt to determine how the superseded data were derived.
 EZ3144
 EZ3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7283205743(NAD 83)
 EZ3144_MARKER: 57 = LOOKOUT TOWER
 EZ3144
 EZ3144  HISTORY     - Date     Condition        Report By
 EZ3144  HISTORY     - 1957     FIRST OBSERVED   CGS
 EZ3144
 EZ3144                          STATION DESCRIPTION
 EZ3144
 EZ3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ3144'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF THE FORT
 EZ3144'BRAGG ARMY BASE, ON THE HIGHEST PART OF CAMERON HILL AND ABOUT
 EZ3144'30 YARDS SOUTH OF THE ROAD.  THIS IS A STANDARD STEEL TOWER BUILT
 EZ3144'IN 1951 AND REPLACES THE WOODEN TOWER THAT WAS INTERSECTED IN
 EZ3144'1947.  STATION IS 120 FEET HIGH.
 EZ3144'
 EZ3144'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3297 ***********************************************************************
 EZ3297  DESIGNATION -  CAMERON HILL LOOKOUT TOWER OLD
 EZ3297  PID         -  EZ3297
 EZ3297  STATE/COUNTY-  NC/HARNETT
 EZ3297  USGS QUAD   -  OLIVIA (1981)
 EZ3297
 EZ3297                         *CURRENT SURVEY CONTROL
 EZ3297  ___________________________________________________________________
 EZ3297* NAD 83(2001)-  35 16 49.71713(N)    079 05 55.70724(W)     ADJUSTED  
 EZ3297* NAVD 88     -              **(meters)            **(feet)            
 EZ3297  ___________________________________________________________________
 EZ3297  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 EZ3297  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 EZ3297  HORZ ORDER  -  THIRD
 EZ3297
 EZ3297.The horizontal coordinates were established by classical geodetic methods
 EZ3297.and adjusted by the National Geodetic Survey in August 2005.
 EZ3297
 EZ3297
 EZ3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3297
 EZ3297.The geoid height was determined by GEOID03.
 EZ3297
 EZ3297;                    North         East     Units Scale Factor Converg.
 EZ3297;SPC NC       -   169,780.233   600,613.290   MT  0.99987272   -0 03 25.3
 EZ3297;SPC NC       -   557,020.65  1,970,512.10   sFT  0.99987272   -0 03 25.3
 EZ3297;UTM  17      - 3,905,804.847   672,903.543   MT  0.99996844   +1 05 54.1
 EZ3297
 EZ3297                          SUPERSEDED SURVEY CONTROL
 EZ3297
 EZ3297  NAD 83(1986)-  35 16 49.72377(N)    079 05 55.70733(W) AD(       ) 4
 EZ3297  NAD 27      -  35 16 49.14800(N)    079 05 56.59300(W) AD(       ) 3
 EZ3297
 EZ3297.Superseded values are not recommended for survey control.
 EZ3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3297.See file dsdata.txt to determine how the superseded data were derived.
 EZ3297
 EZ3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7290405805(NAD 83)
 EZ3297_MARKER: 57 = LOOKOUT TOWER
 EZ3297
 EZ3297  HISTORY     - Date     Condition        Report By
 EZ3297  HISTORY     - 1957     FIRST OBSERVED   CGS
 EZ3297
 EZ3297                          STATION DESCRIPTION
 EZ3297
 EZ3297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE)
 EZ3297'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF THE FORT
 EZ3297'BRAGG ARMY BASE, 50 YARDS NORTH OF ROAD AND ON A PROMINENT HILL
 EZ3297'KNOWN AS CAMERON HILL.  IT IS A WOODEN STRUCTURE ABOUT 50 FEET
 EZ3297'HIGH AND HAS NOT BEEN USED IN YEARS.
 EZ3297'
 EZ3297'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1180 ***********************************************************************
 EA1180  DESIGNATION -  CAMP
 EA1180  PID         -  EA1180
 EA1180  STATE/COUNTY-  NC/ONSLOW
 EA1180  USGS QUAD   -  MAYSVILLE (1994)
 EA1180
 EA1180                         *CURRENT SURVEY CONTROL
 EA1180  ___________________________________________________________________
 EA1180* NAD 83(2001)-  34 53 23.58751(N)    077 14 04.18915(W)     ADJUSTED  
 EA1180* NAVD 88     -         6.433  (meters)      21.11   (feet)  ADJUSTED  
 EA1180  ___________________________________________________________________
 EA1180  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 EA1180  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1180  DYNAMIC HT  -           6.427 (meters)      21.09  (feet)  COMP
 EA1180  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 EA1180
 EA1180  HORZ ORDER  -  SECOND
 EA1180  VERT ORDER  -  FIRST     CLASS II
 EA1180
 EA1180.The horizontal coordinates were established by classical geodetic methods
 EA1180.and adjusted by the National Geodetic Survey in August 2005.
 EA1180
 EA1180.The orthometric height was determined by differential leveling
 EA1180.and adjusted in June 1991.
 EA1180
 EA1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1180
 EA1180.The geoid height was determined by GEOID03.
 EA1180
 EA1180.The dynamic height is computed by dividing the NAVD 88
 EA1180.geopotential number by the normal gravity value computed on the
 EA1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1180.degrees latitude (g = 980.6199 gals.).
 EA1180
 EA1180.The modeled gravity was interpolated from observed gravity values.
 EA1180
 EA1180;                    North         East     Units Scale Factor Converg.
 EA1180;SPC NC       -   127,882.865   770,960.501   MT  0.99989242   +1 01 08.4
 EA1180;SPC NC       -   419,562.37  2,529,392.91   sFT  0.99989242   +1 01 08.4
 EA1180;UTM  18      - 3,863,110.097   295,807.635   MT  1.00011391   -1 16 42.9
 EA1180
 EA1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1180!SPC NC       -   1.00000483  x   0.99989242  =   0.99989725
 EA1180!UTM  18      -   1.00000483  x   1.00011391  =   1.00011874
 EA1180
 EA1180:                Primary Azimuth Mark                     Grid Az
 EA1180:SPC NC       -  LINE                                     021 47 20.2
 EA1180:UTM  18      -  LINE                                     024 05 11.5
 EA1180
 EA1180|---------------------------------------------------------------------|
 EA1180| PID    Reference Object                     Distance      Geod. Az  |
 EA1180|                                                           dddmmss.s |
 EA1180| EA1179 LINE                                APPROX. 0.5 KM 0224828.6 |
 EA1180| EA1181 FORK                                473.112 METERS 1832056.2 |
 EA1180|---------------------------------------------------------------------|
 EA1180
 EA1180                          SUPERSEDED SURVEY CONTROL
 EA1180
 EA1180  NAD 83(1986)-  34 53 23.59888(N)    077 14 04.19834(W) AD(       ) 2
 EA1180  NAD 27      -  34 53 23.02758(N)    077 14 05.36204(W) AD(       ) 2
 EA1180  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG    3  
 EA1180
 EA1180.Superseded values are not recommended for survey control.
 EA1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1180.See file dsdata.txt to determine how the superseded data were derived.
 EA1180
 EA1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9580863110(NAD 83)
 EA1180_MARKER: DE = TRAVERSE STATION DISK
 EA1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1180_SP_SET: CONCRETE POST
 EA1180_STAMPING: CAMP 1975
 EA1180_MARK LOGO: NCGS  
 EA1180_PROJECTION: RECESSED 10 CENTIMETERS
 EA1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1180+STABILITY: SURFACE MOTION
 EA1180
 EA1180  HISTORY     - Date     Condition        Report By
 EA1180  HISTORY     - 1975     MONUMENTED       NCGS
 EA1180  HISTORY     - 1979     GOOD             NCGS
 EA1180
 EA1180                          STATION DESCRIPTION
 EA1180
 EA1180'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1180'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1180'THE VICINITY OF MAYSVILLE, NORTH CAROLINA.
 EA1180'
 EA1180'CAMP IS LOCATED APPROXIMATELY 1.1 MILES SOUTH OF MAYSVILLE AND
 EA1180'14.7 MILES NORTHEAST OF JACKSONVILLE.  TO REACH STATION FROM
 EA1180'INTERSECTION OF U.S. 17 WITH NC 58 (MAIN AND EIGHTH STREETS) IN
 EA1180'MAYSVILLE, PROCEED SOUTHERLY ALONG U.S. 17 FOR 0.8 MILE TO STATION
 EA1180'ON RIGHT AT A PRIVATE PROPERTY DRIVEWAY, NEAR A FAMILY CAMP
 EA1180'GROUND SITE, AND ACROSS HIGHWAY FROM THE CAMP GROUNDS, AND 0.15
 EA1180'MILE SOUTH OF BRIDGE OVER WHITE OAK RIVER AT COUNTY LINE.
 EA1180'
 EA1180'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1180'CAMP 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA1180'IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA1180'
 EA1180'MARK IS 33.5 FT W OF C/L OF U.S. 17.
 EA1180'
 EA1180'17.8 FT S OF C/L OF PRIVATE DRIVEWAY.
 EA1180'
 EA1180'31.7 FT NE OF S END OF A 15 INCH DRAIN PIPE.
 EA1180'
 EA1180'99.0 FT S OF W SUPPORT POLE FOR CAMP GROUND SIGN.
 EA1180'
 EA1180'53.4 FT S OF PP WITH ALUMINUM REF. TAG.
 EA1180'
 EA1180'63.1 FT SE OF ANCHOR WIRE BASE FOR PP.
 EA1180
 EA1180                          STATION RECOVERY (1979)
 EA1180
 EA1180'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1180'1.1 MI SOUTH FROM MAYSVILLE.
 EA1180'0.8 MILE SOUTH ALONG U.S. 17 FROM THE JUNCTION WITH N.C. 58 IN
 EA1180'MAYSVILLE, IN WEST SHOULDER OF HIGHWAY AT ENTRANCE TO A PRIVATE
 EA1180'PROPERTY RECREATION AREA, ACROSS HIGHWAY FROM 17 FAMILY CAMPGROUND
 EA1180'OFFICE, AND 0.15 MILE SOUTH OF BRIDGE OVER WHITE OAK RIVER, 34.0
 EA1180'FEET WEST OF CENTERLINE OF HIGHWAY, 31.3 FEET NORTHEAST OF SOUTH
 EA1180'END OF A 15 INCH CULVERT, 53.4 FEET SOUTH OF POWER POLE WITH
 EA1180'REFERENCE TAG, 63.1 FEET SOUTHEAST OF BASE OF A POWER POLE GUY
 EA1180'WIRE AND 99.0 FEET SOUTH OF WEST SUPPORT FOR CAMPGROUND SIGN.
 EA1180'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1114 ***********************************************************************
 FA1114  DESIGNATION -  CAMP
 FA1114  PID         -  FA1114
 FA1114  STATE/COUNTY-  NC/STANLY
 FA1114  USGS QUAD   -  NEW LONDON (1994)
 FA1114
 FA1114                         *CURRENT SURVEY CONTROL
 FA1114  ___________________________________________________________________
 FA1114* NAD 83(2001)-  35 26 10.36716(N)    080 08 38.10438(W)     ADJUSTED  
 FA1114* NAVD 88     -       219.404  (meters)     719.83   (feet)  ADJUSTED  
 FA1114  ___________________________________________________________________
 FA1114  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FA1114  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 FA1114  DYNAMIC HT  -         219.210 (meters)     719.19  (feet)  COMP
 FA1114  MODELED GRAV-     979,743.4   (mgal)                       NAVD 88
 FA1114
 FA1114  HORZ ORDER  -  SECOND
 FA1114  VERT ORDER  -  SECOND    CLASS II
 FA1114
 FA1114.The horizontal coordinates were established by classical geodetic methods
 FA1114.and adjusted by the National Geodetic Survey in August 2005.
 FA1114
 FA1114.The orthometric height was determined by differential leveling
 FA1114.and adjusted in June 1991.
 FA1114
 FA1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1114
 FA1114.The geoid height was determined by GEOID03.
 FA1114
 FA1114.The dynamic height is computed by dividing the NAVD 88
 FA1114.geopotential number by the normal gravity value computed on the
 FA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1114.degrees latitude (g = 980.6199 gals.).
 FA1114
 FA1114.The modeled gravity was interpolated from observed gravity values.
 FA1114
 FA1114;                    North         East     Units Scale Factor Converg.
 FA1114;SPC NC       -   187,650.449   505,747.256   MT  0.99987775   -0 39 36.8
 FA1114;SPC NC       -   615,649.85  1,659,272.46   sFT  0.99987775   -0 39 36.8
 FA1114;UTM  17      - 3,921,755.769   577,703.029   MT  0.99967440   +0 29 47.0
 FA1114
 FA1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1114!SPC NC       -   0.99997032  x   0.99987775  =   0.99984807
 FA1114!UTM  17      -   0.99997032  x   0.99967440  =   0.99964473
 FA1114
 FA1114|---------------------------------------------------------------------|
 FA1114| PID    Reference Object                     Distance      Geod. Az  |
 FA1114|                                                           dddmmss.s |
 FA1114| FA1115 ISENHOUR RM 1                        58.580 METERS 02741     |
 FA1114| FA1113 GRAMLING                            321.559 METERS 31920     |
 FA1114|---------------------------------------------------------------------|
 FA1114
 FA1114                          SUPERSEDED SURVEY CONTROL
 FA1114
 FA1114  NAD 83(1986)-  35 26 10.37687(N)    080 08 38.11335(W) AD(       ) 2
 FA1114  NAD 27      -  35 26 09.86892(N)    080 08 38.92204(W) AD(       ) 2
 FA1114  NGVD 29 (??/??/92)  219.666  (m)          720.69   (f) ADJ UNCH    2 2
 FA1114
 FA1114.Superseded values are not recommended for survey control.
 FA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1114.See file dsdata.txt to determine how the superseded data were derived.
 FA1114
 FA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7770321756(NAD 83)
 FA1114_MARKER: DE = TRAVERSE STATION DISK
 FA1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA1114_STAMPING: CAMP 1974
 FA1114_MARK LOGO: NCGS  
 FA1114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1114+STABILITY: SURFACE MOTION
 FA1114
 FA1114  HISTORY     - Date     Condition        Report By
 FA1114  HISTORY     - UNK      MONUMENTED
 FA1114  HISTORY     - 1974     GOOD             NCGS
 FA1114  HISTORY     - 1986     GOOD             USPSQD
 FA1114  HISTORY     - 19890503 GOOD             NCGS
 FA1114
 FA1114                          STATION DESCRIPTION
 FA1114
 FA1114'DESCRIBED UNK
 FA1114'2.5 MI NW FROM BADIN.
 FA1114'CAMP IS LOCATED APPROXIMATELY 6.7 MILES NNE OF ALBEMARLE.  TO REACH
 FA1114'STATION FROM THE INTERSECTION OF SR 1719 WITH NC 740 IN THE CENTER OF
 FA1114'BADIN, PROCEED NORTH AND THEN NW ALONG NC 740 FOR 2.85 MILES TO THE
 FA1114'INTERSECTION WITH SR 1545 ON THE LEFT, SR 1569 ON THE RIGHT, AND
 FA1114'STATION IN THE EAST QUADRANT NEAR A CAMP JOHN J. BARNHARDT STONE SIGN.
 FA1114'31.7 FT. NE OF C/L OF NC 740, 50.3 FT. SE OF C/L OF SR 1569, 19.0 FT.
 FA1114'SOUTH OF CENTER OF SW END OF A STONE SIGN (CAMP JOHN BARNHARDT), 19.9
 FA1114'FT. SE OF TP WITH ALUMINUM REF. TAG, 90.8 FT. SSE OF PP NO. NG 24 WITH
 FA1114'ALUMINUM REF. TAG, AND 22.8 FT. SW OF 8 IN. PINE WITH ALUMINUM REF.
 FA1114'TAG.  DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1114'FLUSH WITH THE GROUND.
 FA1114
 FA1114                          STATION RECOVERY (1974)
 FA1114
 FA1114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB)
 FA1114'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1114'THE VICINITY OF BADIN, NORTH CAROLINA.
 FA1114'
 FA1114'CAMP IS LOCATED APPROXIMATELY 2.5 MILES NW OF BADIN, AND 6.7
 FA1114'MILES NNE OF ALBEMARLE.  TO REACH STATION FROM THE INTERSECTION OF
 FA1114'SR 1719 WITH NC 740 IN THE CENTER OF BADIN, PROCEED NORTH AND THEN
 FA1114'NW ALONG NC 740 FOR 2.85 MILES TO THE INTERSECTION WITH SR 1545
 FA1114'ON THE LEFT, SR 1569 ON THE RIGHT, AND STATION IN THE EAST
 FA1114'QUADRANT NEAR A CAMP JOHN J. BARNHARDT STONE SIGN.
 FA1114'
 FA1114'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1114'CAMP 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA1114'IS FLUSH WITH THE GROUND.
 FA1114'
 FA1114'MARK IS 31.7 FT NE OF C/L OF NC 740
 FA1114'
 FA1114'50.3 FT SE OF C/L OF SR 1569
 FA1114'
 FA1114'19.0 FT S OF CENTER OF SW END OF A STONE SIGN (CAMP JOHN BARNHARDT)
 FA1114'
 FA1114'19.9 FT SE OF TP WITH ALUMINUM REF. TAG
 FA1114'
 FA1114'90.8 FT SSE OF PP NG 24 WITH ALUMINUM REF. TAG
 FA1114'
 FA1114'22.8 FT SW OF 8 IN PINE WITH ALUMINUM REF. TAG
 FA1114
 FA1114                          STATION RECOVERY (1986)
 FA1114
 FA1114'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 FA1114'RECOVERED IN GOOD CONDITION.
 FA1114
 FA1114                          STATION RECOVERY (1989)
 FA1114
 FA1114'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (GWT)
 FA1114'RECOVERED AS DESCRIBED. THE 8-INCH PINE IS GONE. MARK IS LOCATED 30.5
 FA1114'FT (9.3 M) NORTHEAST OF THE CENTERLINE OF NC 740.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2653 ***********************************************************************
 FA2653  DESIGNATION -  CAMP
 FA2653  PID         -  FA2653
 FA2653  STATE/COUNTY-  NC/ROWAN
 FA2653  USGS QUAD   -  ROWAN MILLS (1987)
 FA2653
 FA2653                         *CURRENT SURVEY CONTROL
 FA2653  ___________________________________________________________________
 FA2653* NAD 83(2001)-  35 39 22.15661(N)    080 33 57.04169(W)     ADJUSTED  
 FA2653* NAVD 88     -       244.8    (meters)     803.     (feet)  VERTCON   
 FA2653  ___________________________________________________________________
 FA2653  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 FA2653  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 FA2653  HORZ ORDER  -  SECOND
 FA2653
 FA2653.The horizontal coordinates were established by classical geodetic methods
 FA2653.and adjusted by the National Geodetic Survey in August 2005.
 FA2653
 FA2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2653
 FA2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2653
 FA2653.The geoid height was determined by GEOID03.
 FA2653
 FA2653;                    North         East     Units Scale Factor Converg.
 FA2653;SPC NC       -   212,570.096   467,828.970   MT  0.99989743   -0 54 13.5
 FA2653;SPC NC       -   697,407.06  1,534,868.88   sFT  0.99989743   -0 54 13.5
 FA2653;UTM  17      - 3,945,898.861   539,298.641   MT  0.99961903   +0 15 11.1
 FA2653
 FA2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2653!SPC NC       -   0.99996649  x   0.99989743  =   0.99986392
 FA2653!UTM  17      -   0.99996649  x   0.99961903  =   0.99958553
 FA2653
 FA2653:                Primary Azimuth Mark                     Grid Az
 FA2653:SPC NC       -  PASTURE                                  115 02 58.2
 FA2653:UTM  17      -  PASTURE                                  113 53 33.6
 FA2653
 FA2653|---------------------------------------------------------------------|
 FA2653| PID    Reference Object                     Distance      Geod. Az  |
 FA2653|                                                           dddmmss.s |
 FA2653| FA2670 PASTURE                             APPROX. 1.5 KM 1140844.7 |
 FA2653|---------------------------------------------------------------------|
 FA2653
 FA2653                          SUPERSEDED SURVEY CONTROL
 FA2653
 FA2653  NAD 83(1986)-  35 39 22.16928(N)    080 33 57.04859(W) AD(       ) 2
 FA2653  NAD 27      -  35 39 21.67298(N)    080 33 57.82222(W) AD(       ) 2
 FA2653  NGVD 29 (07/19/86)  245.0    (m)          804.     (f) VERT ANG    3  
 FA2653
 FA2653.Superseded values are not recommended for survey control.
 FA2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2653.See file dsdata.txt to determine how the superseded data were derived.
 FA2653
 FA2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3929945899(NAD 83)
 FA2653_MARKER: DE = TRAVERSE STATION DISK
 FA2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2653_STAMPING: CAMP 1964
 FA2653_MARK LOGO: NCGS  
 FA2653_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2653+STABILITY: SURFACE MOTION
 FA2653
 FA2653  HISTORY     - Date     Condition        Report By
 FA2653  HISTORY     - 1964     MONUMENTED       NCGS
 FA2653  HISTORY     - 19900814 MARK NOT FOUND   NCGS
 FA2653  HISTORY     - 19900814 SEE DESCRIPTION  NCGS
 FA2653  HISTORY     - 19911008 SEE DESCRIPTION  NCGS
 FA2653
 FA2653                          STATION DESCRIPTION
 FA2653
 FA2653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FA2653'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2653'IN THE VICINITY OF SALISBURY, NORTH CAROLINA.
 FA2653'
 FA2653'CAMP IS 5.4 MILES WSW OF SALISBURY, LOCATED 1.0 MILES E
 FA2653'ALONG NC 150 FROM ST. MARYS CHURCH.  0.6 MILES W OF SR
 FA2653'1729.  IN THE SE QUAD OF NC 150 AND SR 1514.  AND 3/4 MILES
 FA2653'N OF GLORIOUS FREEDOM CAMP.
 FA2653'
 FA2653'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2653'CAMP 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2653'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2653'
 FA2653'MARK IS
 FA2653'
 FA2653'25.3 FT S OF C/L OF NC 150
 FA2653'
 FA2653'29.1 FT E OF C/L OF SR 1514
 FA2653'
 FA2653'13.3 FT W OF 3 LEAD NAILS IN PP 146
 FA2653'
 FA2653'55.5 FT NE OF 3 LEAD NAILS IN PP N1
 FA2653'
 FA2653'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA2653
 FA2653                          STATION RECOVERY (1990)
 FA2653
 FA2653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA2653'ALL REFERENCES FALL IN EDGE OF ROAD-MARK PROBABLY DESTROYED BY
 FA2653'INTERSECTION BEING WIDENED.
 FA2653
 FA2653                          STATION RECOVERY (1990)
 FA2653
 FA2653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA2653'ALL REFERENCES FALL IN EDGE OF ROAD-MARK PROBABLY DESTROYED BY
 FA2653'INTERSECTION BEING WIDENED.
 FA2653
 FA2653                          STATION RECOVERY (1991)
 FA2653
 FA2653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (DRS)
 FA2653'STATION WAS SEARCHED FOR BUT NOT FOUND, IF IT STILL EXISTS IT HAS BEEN
 FA2653'PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3178 ***********************************************************************
 FB3178  DESIGNATION -  CAMP
 FB3178  PID         -  FB3178
 FB3178  STATE/COUNTY-  NC/BUNCOMBE
 FB3178  USGS QUAD   -  ASHEVILLE (1991)
 FB3178
 FB3178                         *CURRENT SURVEY CONTROL
 FB3178  ___________________________________________________________________
 FB3178* NAD 83(2001)-  35 37 26.33537(N)    082 35 34.40266(W)     ADJUSTED  
 FB3178* NAVD 88     -       596.0    (meters)    1955.     (feet)  VERTCON   
 FB3178  ___________________________________________________________________
 FB3178  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 FB3178  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 FB3178  HORZ ORDER  -  SECOND
 FB3178
 FB3178.The horizontal coordinates were established by classical geodetic methods
 FB3178.and adjusted by the National Geodetic Survey in August 2005.
 FB3178
 FB3178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3178
 FB3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3178
 FB3178.The geoid height was determined by GEOID03.
 FB3178
 FB3178;                    North         East     Units Scale Factor Converg.
 FB3178;SPC NC       -   213,771.466   284,227.874   MT  0.99989363   -2 04 25.4
 FB3178;SPC NC       -   701,348.55    932,504.28   sFT  0.99989363   -2 04 25.4
 FB3178;UTM  17      - 3,943,411.964   355,752.202   MT  0.99985641   -0 55 40.7
 FB3178
 FB3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3178!SPC NC       -   0.99991113  x   0.99989363  =   0.99980477
 FB3178!UTM  17      -   0.99991113  x   0.99985641  =   0.99976756
 FB3178
 FB3178:                Primary Azimuth Mark                     Grid Az
 FB3178:SPC NC       -  WOODFIN                                  072 29 09.6
 FB3178:UTM  17      -  WOODFIN                                  071 20 24.9
 FB3178
 FB3178|---------------------------------------------------------------------|
 FB3178| PID    Reference Object                     Distance      Geod. Az  |
 FB3178|                                                           dddmmss.s |
 FB3178| FB3168 WOODFIN                             APPROX. 1.2 KM 0702444.2 |
 FB3178| FB3193 PRISON                              288.336 METERS 26855     |
 FB3178|---------------------------------------------------------------------|
 FB3178
 FB3178                          SUPERSEDED SURVEY CONTROL
 FB3178
 FB3178  NAD 83(1995)-  35 37 26.33513(N)    082 35 34.40334(W) AD(       ) 2
 FB3178  NAD 83(1986)-  35 37 26.34296(N)    082 35 34.40350(W) AD(       ) 2
 FB3178  NAD 27      -  35 37 25.94920(N)    082 35 34.93348(W) AD(       ) 2
 FB3178  NGVD 29 (07/19/86)  596.1    (m)         1956.     (f) VERT ANG    3  
 FB3178
 FB3178.Superseded values are not recommended for survey control.
 FB3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3178.See file dsdata.txt to determine how the superseded data were derived.
 FB3178
 FB3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5575243412(NAD 83)
 FB3178_MARKER: DE = TRAVERSE STATION DISK
 FB3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3178_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3178+STABILITY: SURFACE MOTION
 FB3178
 FB3178  HISTORY     - Date     Condition        Report By
 FB3178  HISTORY     - 1972     MONUMENTED       NCGS
 FB3178  HISTORY     - 1981     GOOD             NCGS
 FB3178
 FB3178                          STATION DESCRIPTION
 FB3178
 FB3178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FB3178'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3178'VICINITY OF WOODFIN, NORTH CAROLINA.
 FB3178'
 FB3178'CAMP IS LOCATED APPROXIMATELY 0.9 MILE SOUTHWEST OF WOODFIN AND 3.0
 FB3178'MILES NORTHWEST OF ASHEVILLE. TO REACH STATION FROM THE US 19,
 FB3178'23 AND 70 BRIDGE OVERPASS INTERSECTION WITH NC 191 SOUTH OF WOODFIN,
 FB3178'PROCEED NORTHWEST AND WEST ALONG NC 191 FOR 1.65 MILES TO
 FB3178'STATION ON LEFT, JUST EAST OF AND ACROSS HIGHWAY FROM CRAGGY PRISON,
 FB3178'0.1 MILE EAST OF ENTRANCE ROAD SOUTH TO MAINTENANCE AREA (BY
 FB3178'WHICH WAY THE STATION CAN BE REACHED), BETWEEN A STONE RETAINING
 FB3178'WALL AND A STEEL RAIL ON SOUTH SIDE OF NC 191.
 FB3178'
 FB3178'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAMP
 FB3178'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FB3178'WHICH IS 4 INCHES ABOVE THE GROUND.
 FB3178'
 FB3178'MARK IS
 FB3178'15.5 FEET S OF C/L
 FB3178'OF NC 191,
 FB3178'2.7 FEET SW OF 6 INCH WOODEN GUARD
 FB3178'RAIL POST,
 FB3178'6.3 FEET W OF EAST END OF RETAINING WALL,
 FB3178'1.6 FEET N OF N EDGE OF RETAINING WALL,
 FB3178'9.8 FEET E OF 6
 FB3178'INCH WOODEN GUARD RAIL POST,
 FB3178'60.6 FEET ESE OF TP NO 21 WITH
 FB3178'ALUMINUM REF. TAG.
 FB3178
 FB3178                          STATION RECOVERY (1981)
 FB3178
 FB3178'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3178'THE STATION WAS RECOVERED AT THIS DATE.
 FB3178'
 FB3178'THE MARK IS FLUSH WITH THE GROUND.  THE TELEPHONE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1947 ***********************************************************************
 EB1947  DESIGNATION -  CAMP
 EB1947  PID         -  EB1947
 EB1947  STATE/COUNTY-  NC/SAMPSON
 EB1947  USGS QUAD   -  DELWAY (1984)
 EB1947
 EB1947                         *CURRENT SURVEY CONTROL
 EB1947  ___________________________________________________________________
 EB1947* NAD 83(2001)-  34 51 13.18193(N)    078 09 46.25154(W)     ADJUSTED  
 EB1947* NAVD 88     -        44.7    (meters)     147.     (feet)  VERTCON   
 EB1947  ___________________________________________________________________
 EB1947  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 EB1947  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 EB1947  HORZ ORDER  -  FIRST
 EB1947
 EB1947.The horizontal coordinates were established by classical geodetic methods
 EB1947.and adjusted by the National Geodetic Survey in August 2005.
 EB1947
 EB1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB1947
 EB1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1947
 EB1947.The geoid height was determined by GEOID03.
 EB1947
 EB1947;                    North         East     Units Scale Factor Converg.
 EB1947;SPC NC       -   122,752.550   686,150.308   MT  0.99989658   +0 28 59.4
 EB1947;SPC NC       -   402,730.66  2,251,144.80   sFT  0.99989658   +0 28 59.4
 EB1947;UTM  17      - 3,860,486.868   759,391.981   MT  1.00042936   +1 37 20.2
 EB1947
 EB1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1947!SPC NC       -   0.99999854  x   0.99989658  =   0.99989512
 EB1947!UTM  17      -   0.99999854  x   1.00042936  =   1.00042790
 EB1947
 EB1947|---------------------------------------------------------------------|
 EB1947| PID    Reference Object                     Distance      Geod. Az  |
 EB1947|                                                           dddmmss.s |
 EB1947| EB3708 CAMP RM 1 LEANING                                  01544     |
 EB1947| EB3707 CAMP RM 1                            26.472 METERS 01557     |
 EB1947| EB3711 CAMP RM 4                            26.915 METERS 02833     |
 EB1947| EB3706 CAMP AZ MK                                         0814829.4 |
 EB1947| EB3709 CAMP RM 2 AZIMUTH                                  0823508.1 |
 EB1947| EB1945 ROSE HILL FIRE TOWER                APPROX.13.5 KM 1010019.1 |
 EB1947| EB3710 CAMP RM 3                            31.586 METERS 14730     |
 EB1947|---------------------------------------------------------------------|
 EB1947
 EB1947                          SUPERSEDED SURVEY CONTROL
 EB1947
 EB1947  NAD 83(1986)-  34 51 13.19025(N)    078 09 46.26252(W) AD(       ) 1
 EB1947  NAD 27      -  34 51 12.58280(N)    078 09 47.28910(W) AD(       ) 1
 EB1947  NGVD 29 (07/19/86)   45.0    (m)          148.     (f) VERT ANG    3  
 EB1947
 EB1947.Superseded values are not recommended for survey control.
 EB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1947.See file dsdata.txt to determine how the superseded data were derived.
 EB1947
 EB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5939260487(NAD 83)
 EB1947_MARKER: DS = TRIANGULATION STATION DISK
 EB1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1947_STAMPING: CAMP 1933
 EB1947_MARK LOGO: CGS   
 EB1947
 EB1947  HISTORY     - Date     Condition        Report By
 EB1947  HISTORY     - 1933     MONUMENTED       CGS
 EB1947  HISTORY     - 1955     GOOD             CGS
 EB1947  HISTORY     - 1969     GOOD             CGS
 EB1947  HISTORY     - 1973     GOOD             NCGS
 EB1947
 EB1947                          STATION DESCRIPTION
 EB1947
 EB1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EB1947'ABOUT 10.5 MILES NORTHEAST OF INGOLD, 4.2 MILES NORTH-NORTHEAST
 EB1947'OF DELWAY, 9.6 MILES SOUTH OF TURKEY, AND 1 MILE EAST OF WAYCROSS
 EB1947'POST OFFICE AND STORE, ON PROPERTY OF CAMP LUMBER CO. OF
 EB1947'FRANKLIN, VA.  TO REACH FROM JUNCTION OF ROUTES 41 AND 60, GO
 EB1947'NORTHEAST 9.15 MILES TO TAYLORS BRIDGE AND SIGN ON LEFT PAINTED
 EB1947'BLUE AND MARKED SMITH WARE HOUSE, WILSON, N.C.  TURN RIGHT
 EB1947'ONTO DIRT ROAD, CROSS CREEK JUST AFTER MAKING TURN, AND
 EB1947'CONTINUE 4 MILES TO WAYCROSS POST OFFICE AND STORE.  CONTINUE
 EB1947'EAST 1 MILE TO COUNTY LINE AND STATION SITE, STATION IS
 EB1947'38.5 FEET SOUTHWEST OF COUNTY-LINE SIGN, 41 FEET SOUTH OF
 EB1947'CENTER LINE OF DIRT ROAD, AND 57 FEET SOUTH OF BLAZED PINE
 EB1947'TREE ON NORTH SIDE OF ROAD.  SURFACE AND UNDERGROUND MARKS
 EB1947'ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EB1947'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 EB1947'CONCRETE.
 EB1947'
 EB1947'REFERENCE MARK NO. 1 IS 56.5 FEET NORTH OF COUNTY-LINE
 EB1947'SIGN, 41 FEET NORTH OF CENTER LINE OF ROAD, 42.5 FEET
 EB1947'NORTHEAST OF BLAZED PINE TREE ON NORTH SIDE OF ROAD, AND
 EB1947'76.95 FEET FROM STATION N 15 DEG 57 MIN E.
 EB1947'
 EB1947'REFERENCE MARK NO. 2 IS 20 FEET
 EB1947'NORTH OF CENTER LINE OF ROAD, AND APPROXIMATELY
 EB1947'0.15 MILE FROM STATION N 82 DEG 36 MIN E.
 EB1947'
 EB1947'REFERENCE MARK NO. 3 IS 34.5 FEET NORTH OF NORTHWEST
 EB1947'CORNER OF NEGRO SHACK, AT NORTHEAST
 EB1947'CORNER OF FENCED YARD ON WEST SIDE OF
 EB1947'SHACK, AND 103.59 FEET FROM STATION S 32 DEG 30 MIN E.
 EB1947
 EB1947                          STATION RECOVERY (1955)
 EB1947
 EB1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WHB)
 EB1947'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT REFERENCE MARK 2
 EB1947'(AZIMUTH MARK) WHICH WAS FOUND DESTROYED.  THE ORIGINAL
 EB1947'DESCRIPTION IS ESSENTIALLY CORRECT, BUT FOR THE EXCEPTION NOTED
 EB1947'ABOVE AND EXCEPT THAT THE BLAZED TREES WERE NOT FOUND, THE SHACK
 EB1947'GONE WITH A SUBSTANTIAL BUILDING IN PROSPECT (CONCRETE BLOCKS
 EB1947'STACKED CLOSE BY), THE DISTANCE TO REFERENCE MARK 1 MEASURED
 EB1947'AS 86.85 FT. INSTEAD OF 76.95 FT., AND SUCH AS THE FOLLOWING
 EB1947'DATA MAY INDICATE CHANGED OR CORRECTED--
 EB1947'
 EB1947'WAYCROSS NOW PROBABLY MOST NOTABLE AS A CROSSROADS AT POWER
 EB1947'SUBSTATION.  TO REACH FROM THE MAIN RAILROAD CROSSING IN
 EB1947'MAGNOLIA, GO W AND SW ON THE PAVED DELWAY ROAD FOR 4.25
 EB1947'MI. AND TAKE THE RIGHT FORK ONTO A SECONDARY EARTH ROAD, THENCE
 EB1947'W FOR 3.5 MI. TO THE COUNTY LINE AND THE STATION ON THE LEFT.
 EB1947'STATION MARK, STAMPED---CAMP 1933---, PROJECTING 0.5 FT., IS ABOUT
 EB1947'0.2 MI. W OF A CURVE IN THE ROAD, 73 FT. SW OF THE
 EB1947'INTERSECTION OF THE CENTERLINE OF THE MAIN ROAD AND THE
 EB1947'ENTRANCE ROAD TO AN OLD HOUSE PLACE, 38 FT. S OF THE CENTER
 EB1947'OF THE ROAD, AND 31.5 FT. SW OF THE COUNTY-LINE SIGN.
 EB1947'
 EB1947'REFERENCE MARK 1, STAMPED---CAMP NO 1 1933---, PROJECTING 0.4
 EB1947'FT., IS 44 FT. N OF THE CENTER OF THE COUNTY ROAD.
 EB1947'
 EB1947'REFERENCE MARK 3, STAMPED---CAMP NO 3 1933---, PROJECTING 0.5 FT,
 EB1947'IS 127 FT. S OF THE CENTER OF THE MAIN ROAD, 35 FT. W OF THE
 EB1947'PROJECTED CENTERLINE OF THE PLACE-ENTRANCE TRACKS, 22 FT. SE
 EB1947'OF A GUYED TRANSFORMER POLE, AND ON THE FENCE LINE BETWEEN TWO
 EB1947'GARDENS.
 EB1947
 EB1947                          STATION RECOVERY (1969)
 EB1947
 EB1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CLH)
 EB1947'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD
 EB1947'CONDITION.  REFERENCE MARK 1 WAS FOUND BUT IT HAS BEEN HIT AND
 EB1947'IS LEANING CONSIDERABLY TO THE SOUTH.  THE DISTANCE AND DIRECTION
 EB1947'DID NOT CHECK AND THE MARK IS TO BE DESTROYED.  THE
 EB1947'DISTANCE AND DIRECTION TO REFERENCE MARK 3 CHECKED.  A NEW
 EB1947'REFERENCE MARK 4 AND AZIMUTH MARK WAS ESTABLISHED AT THIS
 EB1947'TIME.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 EB1947'FOLLOWS.
 EB1947'
 EB1947'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF HARRELLS,
 EB1947'8 MILES WEST-NORTHWEST OF ROSE HILL, 5 MILES EAST OF U.S. HIGHWAY
 EB1947'421, ON THE SAMPSON AND DUPLIN COUNTY LINE AND ON
 EB1947'PROPERTY OWNED BY MRS. DALLAS HORRING.
 EB1947'
 EB1947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 421
 EB1947'AND STATE HIGHWAYS 41 AND 411 ON THE SOUTHEAST EDGE OF HARRELLS,
 EB1947'GO NORTHERLY ON HIGHWAY 421 FOR 5.55 MILES TO THE JUNCTION OF
 EB1947'COUNTY ROAD 1003 IN THE SMALL COMMUNITY OF DELWAY.  CONTINUE
 EB1947'NORTHERLY ON HIGHWAY 421 FOR 3.6 MILES TO A SIDE ROAD RIGHT AND
 EB1947'SIGN ON LEFT WAYCROSS 4.  TURN RIGHT AND GO EAST ON COUNTY
 EB1947'ROAD 1945 FOR 3.75 MILES TO THE JUNCTION OF COUNTY ROAD 1943
 EB1947'IN THE SMALL COMMUNITY OF WAYCROSS.  CONTINUE EAST ON COUNTY
 EB1947'ROAD 1945 FOR 1.05 MILES TO A DRIVEWAY RIGHT AT THE SAMPSON
 EB1947'AND DUPLIN COUNTY LINE AND THE STATION ON RIGHT AS
 EB1947'DESCRIBED.
 EB1947'
 EB1947'ALL MARKS ARE STANDARD DISKS.
 EB1947'
 EB1947'STATION MARK, STAMPED---CAMP 1933---, IS SET IN A SQUARE CONCRETE
 EB1947'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 EB1947'SURFACE.  IT IS 71 FEET WEST OF CENTER OF DRIVEWAY LEADING
 EB1947'TO A SMALL WHITE FRAME HOUSE, 65 FEET SOUTH-SOUTHWEST OF COUNTY
 EB1947'LINE POST, 38 FEET SOUTH OF CENTER OF COUNTY ROAD 1945, 21
 EB1947'FEET EAST-SOUTHEAST OF A 14-INCH TRIANGLE BLAZED PINE TREE
 EB1947'AND 1.9 FEET EAST OF A METAL WITNESS POST.
 EB1947'
 EB1947'RM 3, STAMPED---CAMP NO 3 1933---, SET IN A SQUARE CONCRETE
 EB1947'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 EB1947'IT IS 38 FEET NORTHWEST OF THE NW CORNER OF THE SMALL HOUSE,
 EB1947'12.8 FEET SOUTH OF POWER POLE NUMBER 31017 AND 1.8 FEET SOUTHWEST
 EB1947'OF A METAL WITNESS POST.
 EB1947'
 EB1947'RM 4, STAMPED---CAMP NO 4 1933 1969---, SET IN A ROUND CONCRETE
 EB1947'POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 EB1947'SURFACE.  IT IS 39 FEET NORTH OF CENTER OF THE ROAD, 25 FEET
 EB1947'NORTHEAST OF THE COUNTY LINE POST, 9.5 FEET EAST OF A 10-INCH
 EB1947'PINE TREE AND 2.5 FEET SOUTH OF A METAL WITNESS POST.
 EB1947'
 EB1947'AZ MK, STAMPED---CAMP 1933 1969---, SET IN A ROUND CONCRETE POST
 EB1947'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EB1947'29 FEET SOUTH OF CENTER OF THE DUPLIN COUNTY ROAD 1118, 10.5
 EB1947'FEET NORTH-NORTHEAST OF A 10-INCH PINE TREE, 2.3 FEET WEST
 EB1947'OF A METAL WITNESS POST AND 1.6 FEET WEST OF A 4-INCH PINE
 EB1947'TREE.
 EB1947'
 EB1947'TO REACH THE AZ MK FROM THE STATION, GO EAST ON DUPLIN COUNTY
 EB1947'ROAD 1118 FOR 0.2 MILES TO MARK ON RIGHT AS DESCRIBED.
 EB1947'
 EB1947'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 EB1947'
 EB1947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EB1947'7 MILES SOUTHWEST OF MAGNOLIA.
 EB1947
 EB1947                          STATION RECOVERY (1973)
 EB1947
 EB1947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB1947'CAMP 1933 GOOD AS DESCRIBED
 EB1947'
 EB1947'RM 3 GOOD AS DESCRIBED
 EB1947'
 EB1947'RM 4 GOOD AS DESCRIBED
 EB1947'
 EB1947'AZ. MARK GOOD AS DESCRIBED
 EB1947'
 EB1947'AREA OF THE STATION HAS BEEN CUT OVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2211 ***********************************************************************
 EB2211  DESIGNATION -  CAMP
 EB2211  PID         -  EB2211
 EB2211  STATE/COUNTY-  NC/COLUMBUS
 EB2211  USGS QUAD   -  WHITEVILLE (1987)
 EB2211
 EB2211                         *CURRENT SURVEY CONTROL
 EB2211  ___________________________________________________________________
 EB2211* NAD 83(2001)-  34 20 56.28522(N)    078 42 35.54676(W)     ADJUSTED  
 EB2211* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 EB2211  ___________________________________________________________________
 EB2211  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EB2211  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 EB2211  HORZ ORDER  -  SECOND
 EB2211
 EB2211.The horizontal coordinates were established by classical geodetic methods
 EB2211.and adjusted by the National Geodetic Survey in August 2005.
 EB2211
 EB2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2211
 EB2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2211
 EB2211.The geoid height was determined by GEOID03.
 EB2211
 EB2211;                    North         East     Units Scale Factor Converg.
 EB2211;SPC NC       -    66,484.839   636,294.184   MT  0.99999571   +0 10 02.8
 EB2211;SPC NC       -   218,125.68  2,087,575.17   sFT  0.99999571   +0 10 02.8
 EB2211;UTM  17      - 3,803,225.953   710,639.953   MT  1.00014694   +1 17 33.5
 EB2211
 EB2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2211!SPC NC       -   1.00000077  x   0.99999571  =   0.99999648
 EB2211!UTM  17      -   1.00000077  x   1.00014694  =   1.00014771
 EB2211
 EB2211:                Primary Azimuth Mark                     Grid Az
 EB2211:SPC NC       -  WOOD                                     359 19 44.4
 EB2211:UTM  17      -  WOOD                                     358 12 13.7
 EB2211
 EB2211|---------------------------------------------------------------------|
 EB2211| PID    Reference Object                     Distance      Geod. Az  |
 EB2211|                                                           dddmmss.s |
 EB2211| EB2239 WOOD                                APPROX. 0.7 KM 3592947.2 |
 EB2211|---------------------------------------------------------------------|
 EB2211
 EB2211                          SUPERSEDED SURVEY CONTROL
 EB2211
 EB2211  NAD 83(1986)-  34 20 56.28987(N)    078 42 35.55084(W) AD(       ) 2
 EB2211  NAD 27      -  34 20 55.69129(N)    078 42 36.48984(W) AD(       ) 2
 EB2211  NGVD 29 (07/19/86)   30.0    (m)           98.     (f) VERT ANG    3  
 EB2211
 EB2211.Superseded values are not recommended for survey control.
 EB2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2211.See file dsdata.txt to determine how the superseded data were derived.
 EB2211
 EB2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1064003226(NAD 83)
 EB2211_MARKER: DE = TRAVERSE STATION DISK
 EB2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2211_STAMPING: CAMP 1969
 EB2211_MARK LOGO: NCGS  
 EB2211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2211+STABILITY: SURFACE MOTION
 EB2211
 EB2211  HISTORY     - Date     Condition        Report By
 EB2211  HISTORY     - 1969     MONUMENTED       NCGS
 EB2211  HISTORY     - 19891013 SEE DESCRIPTION  NCGS
 EB2211
 EB2211                          STATION DESCRIPTION
 EB2211
 EB2211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 EB2211'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2211'THE VICINITY OF WHITEVILLE, NORTH CAROLINA.
 EB2211'
 EB2211'CAMP IS LOCATED APPROXIMATELY 0.8 MILE NORTHWEST OF
 EB2211'WHITEVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EB2211'U.S. 701 BYPASS AND U.S. 76, U.S. 74 AND NC 130 WEST IN
 EB2211'WHITEVILLE.  GO NORTH ON U.S. 701 BYPASS FOR 0.3 MILE TO T
 EB2211'INTERSECTION OF U.S. 701 BYPASS AND SR 1552, CONTINUE NORTH ON
 EB2211'U.S. 701 BYPASS FOR 0.4 MILE TO Y INTERSECTION OF U.S. 701
 EB2211'BYPASS AND SR 1550 (CAMP GROUND RD.).  STATION IS IN THE
 EB2211'SOUTHWEST CORNER OF THE INTERSECTION.
 EB2211'
 EB2211'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2211'CAMP 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2211'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EB2211'
 EB2211'MARK IS
 EB2211'
 EB2211'6.0 FT NNW OF PP W/TRANSFORMER AND ALUMINUM REF. TAG.
 EB2211'
 EB2211'35.7 FT NW OF STOP SIGN POST WITH ALUMINUM REF. TAG.
 EB2211'
 EB2211'68.4 FT WNW OF C/L OF U.S. 701 BYPASS
 EB2211'
 EB2211'31.4 FT SW OF C/L OF SR 1550
 EB2211'
 EB2211'21.8 FT NNE OF PP GUYWIRE
 EB2211'
 EB2211'147.5 FT S OF TP WITH ALUMINUM REF. TAG.
 EB2211'
 EB2211'128.4 FT SE OF C/L OF A DRIVEWAY
 EB2211
 EB2211                          STATION RECOVERY (1989)
 EB2211
 EB2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 EB2211'MARK WAS DESTROYED WITH THE CONSTRUCTION OF THE US 74-76 BYPASS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2042 ***********************************************************************
 EA2042  DESIGNATION -  CAMP
 EA2042  PID         -  EA2042
 EA2042  STATE/COUNTY-  NC/CARTERET
 EA2042  USGS QUAD   -  NEWPORT (1994)
 EA2042
 EA2042                         *CURRENT SURVEY CONTROL
 EA2042  ___________________________________________________________________
 EA2042* NAD 83(2001)-  34 46 12.26089(N)    076 51 54.64862(W)     ADJUSTED  
 EA2042* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 EA2042  ___________________________________________________________________
 EA2042  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 EA2042  GEOID HEIGHT-         -37.47  (meters)                     GEOID03
 EA2042  HORZ ORDER  -  SECOND
 EA2042
 EA2042.The horizontal coordinates were established by classical geodetic methods
 EA2042.and adjusted by the National Geodetic Survey in August 2005.
 EA2042
 EA2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2042
 EA2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2042
 EA2042.The geoid height was determined by GEOID03.
 EA2042
 EA2042;                    North         East     Units Scale Factor Converg.
 EA2042;SPC NC       -   115,258.614   804,995.485   MT  0.99990770   +1 13 55.8
 EA2042;SPC NC       -   378,144.30  2,641,056.02   sFT  0.99990770   +1 13 55.8
 EA2042;UTM  18      - 3,849,130.166   329,313.872   MT  0.99995909   -1 03 50.2
 EA2042
 EA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2042!SPC NC       -   1.00000447  x   0.99990770  =   0.99991217
 EA2042!UTM  18      -   1.00000447  x   0.99995909  =   0.99996356
 EA2042
 EA2042:                Primary Azimuth Mark                     Grid Az
 EA2042:SPC NC       -  DITCH                                    024 27 55.3
 EA2042:UTM  18      -  DITCH                                    026 45 41.3
 EA2042
 EA2042|---------------------------------------------------------------------|
 EA2042| PID    Reference Object                     Distance      Geod. Az  |
 EA2042|                                                           dddmmss.s |
 EA2042| EA2043 DITCH                               APPROX. 0.6 KM 0254151.1 |
 EA2042| EA2047 NOTICE                              APPROX. 0.6 KM 1315438.7 |
 EA2042|---------------------------------------------------------------------|
 EA2042
 EA2042                          SUPERSEDED SURVEY CONTROL
 EA2042
 EA2042  NAD 83(1986)-  34 46 12.27317(N)    076 51 54.65729(W) AD(       ) 2
 EA2042  NAD 27      -  34 46 11.69343(N)    076 51 55.87171(W) AD(       ) 2
 EA2042  NGVD 29 (07/19/86)    9.3    (m)           31.     (f) VERT ANG    3  
 EA2042
 EA2042.Superseded values are not recommended for survey control.
 EA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2042.See file dsdata.txt to determine how the superseded data were derived.
 EA2042
 EA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2931449130(NAD 83)
 EA2042_MARKER: DE = TRAVERSE STATION DISK
 EA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2042_STAMPING: CAMP 1968
 EA2042_MARK LOGO: NCGS  
 EA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2042+STABILITY: SURFACE MOTION
 EA2042
 EA2042  HISTORY     - Date     Condition        Report By
 EA2042  HISTORY     - 1968     MONUMENTED       NCGS
 EA2042  HISTORY     - 1985     GOOD             USPSQD
 EA2042  HISTORY     - 1986     GOOD             USPSQD
 EA2042  HISTORY     - 19920509 GOOD             USPSQD
 EA2042
 EA2042                          STATION DESCRIPTION
 EA2042
 EA2042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA2042'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2042'THE VICINITY OF HAVELOCK, NORTH CAROLINA.
 EA2042'
 EA2042'CAMP IS LOCATED APPROXIMATELY 1.4 MILES SSW OF THE CENTER OF
 EA2042'NEWPORT.  STATION IS AT THE INTERSECTION OF SR 1141 WITH
 EA2042'U.S. 70 IN SOUTH QUADRANT OF INTERSECTION AND ON SOUTHEAST SIDE
 EA2042'OF SR 1141.
 EA2042'
 EA2042'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2042'CAMP 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2042'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EA2042'
 EA2042'MARK IS
 EA2042'
 EA2042'12.5 FT E OF R/W MARKER ON SE SIDE OF SR 1141.
 EA2042'
 EA2042'48.8 FT SE OF 4X4 POST WITH KEEP RIGHT SIGN IN TRAFFIC ISLAND
 EA2042'OF SR 1141, AND WITH ALUMINUM REF. TAG.
 EA2042'
 EA2042'60.5 FT NNE OF 20 INCH PINE IN SW QUADRANT AND WITH ALUMINUM
 EA2042'REF. TAG.
 EA2042'
 EA2042'51.7 FT N OF SE POST OF ALBEMARLE PRESBYTERIAN CHURCH SIGN,
 EA2042'AND WITH ALUMINUM REF. TAG.
 EA2042'
 EA2042'68.5 FT SW OF E END OF CULVERT UNDER SE SIDE OF SR 1141.
 EA2042
 EA2042                          STATION RECOVERY (1985)
 EA2042
 EA2042'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 EA2042'RECOVERED IN GOOD CONDITION.
 EA2042
 EA2042                          STATION RECOVERY (1986)
 EA2042
 EA2042'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEH)
 EA2042'RECOVERED IN GOOD CONDITION.
 EA2042
 EA2042                          STATION RECOVERY (1992)
 EA2042
 EA2042'RECOVERY NOTE BY US POWER SQUADRON 1992 (WHD)
 EA2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2222 ***********************************************************************
 EA2222  DESIGNATION -  CAMP
 EA2222  PID         -  EA2222
 EA2222  STATE/COUNTY-  NC/ONSLOW
 EA2222  USGS QUAD   -  BROWNS INLET (1988)
 EA2222
 EA2222                         *CURRENT SURVEY CONTROL
 EA2222  ___________________________________________________________________
 EA2222* NAD 83(2001)-  34 36 44.50950(N)    077 12 08.33183(W)     ADJUSTED  
 EA2222* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 EA2222  ___________________________________________________________________
 EA2222  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EA2222  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2222  HORZ ORDER  -  THIRD
 EA2222
 EA2222.The horizontal coordinates were established by classical geodetic methods
 EA2222.and adjusted by the National Geodetic Survey in August 2005.
 EA2222
 EA2222.The orthometric height was scaled from a topographic map.
 EA2222
 EA2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2222
 EA2222.The geoid height was determined by GEOID03.
 EA2222
 EA2222;                    North         East     Units Scale Factor Converg.
 EA2222;SPC NC       -    97,156.275   774,458.976   MT  0.99993441   +1 02 15.3
 EA2222;SPC NC       -   318,753.55  2,540,870.82   sFT  0.99993441   +1 02 15.3
 EA2222;UTM  18      - 3,832,262.059   298,074.261   MT  1.00010259   -1 15 05.0
 EA2222
 EA2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2222!SPC NC       -   1.00000525  x   0.99993441  =   0.99993966
 EA2222!UTM  18      -   1.00000525  x   1.00010259  =   1.00010784
 EA2222
 EA2222:                Primary Azimuth Mark                     Grid Az
 EA2222:SPC NC       -  MEADOW                                   336 17 39.0
 EA2222:UTM  18      -  MEADOW                                   338 34 59.3
 EA2222
 EA2222|---------------------------------------------------------------------|
 EA2222| PID    Reference Object                     Distance      Geod. Az  |
 EA2222|                                                           dddmmss.s |
 EA2222| EA2241 MEADOW                              APPROX. 1.8 KM 3371954.3 |
 EA2222|---------------------------------------------------------------------|
 EA2222
 EA2222                          SUPERSEDED SURVEY CONTROL
 EA2222
 EA2222  NAD 83(1986)-  34 36 44.52217(N)    077 12 08.34414(W) AD(       ) 3
 EA2222  NAD 27      -  34 36 43.93200(N)    077 12 09.50700(W) AD(       ) 3
 EA2222
 EA2222.Superseded values are not recommended for survey control.
 EA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2222.See file dsdata.txt to determine how the superseded data were derived.
 EA2222
 EA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9807432262(NAD 83)
 EA2222_MARKER: DS = TRIANGULATION STATION DISK
 EA2222_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EA2222_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EA2222_MARK LOGO: CGS   
 EA2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2222
 EA2222  HISTORY     - Date     Condition        Report By
 EA2222  HISTORY     - 1914     MONUMENTED       CGS
 EA2222  HISTORY     - 1927     MARK NOT FOUND   CGS
 EA2222  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2222  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2222  HISTORY     - 1957     GOOD             USMC
 EA2222  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2222
 EA2222                          STATION DESCRIPTION
 EA2222
 EA2222'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (RPS)
 EA2222'STATION IS ABOUT 1-1/2 MILES SW FROM BEAR INLET, ABOUT 100
 EA2222'YARDS NW OF A HIGH SAND PEAK WITH TWO SMALL GRASSY KNOLLS,
 EA2222'ABOUT 75 YARDS E OF WHERE THE BRUSH BREAKS OFF OF BANKS, ABOUT
 EA2222'15 YARDS S OF THE POINT WHERE THE CREEK TURNS FROM THE BANK
 EA2222'AND EXTENDS N TO THE DREDGE CHANNEL, ABOUT 50 YARDS S OF
 EA2222'HIGH-WATER MARK.
 EA2222'
 EA2222'THE STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE AT
 EA2222'THE CENTER OF THE TOP OF A TILE.
 EA2222'
 EA2222'THERE ARE NO REFERENCE MARKS.
 EA2222
 EA2222                          STATION RECOVERY (1927)
 EA2222
 EA2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (KTA)
 EA2222'STATION COULD NOT BE FOUND.  IT HAS PROBABLY BEEN WASHED AWAY.
 EA2222
 EA2222                          STATION RECOVERY (1933)
 EA2222
 EA2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HPO)
 EA2222'THOROUGH SEARCH MADE FOR THE STATION.  IT HAS BEEN WASHED AWAY.
 EA2222
 EA2222                          STATION RECOVERY (1950)
 EA2222
 EA2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2222'NO EVIDENCE OF THE STATION WAS FOUND.  THE 1933 RECOVERY STATES IT
 EA2222'HAS BEEN WASHED AWAY.
 EA2222'
 EA2222'IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
 EA2222
 EA2222                          STATION RECOVERY (1957)
 EA2222
 EA2222'RECOVERY NOTE BY US MARINE CORPS 1957
 EA2222'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2222
 EA2222                          STATION RECOVERY (1965)
 EA2222
 EA2222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2222'NOT SEARCHED FOR.  THE ISLAND ON WHICH STATION IS LOCATED IS
 EA2222'AN IMPACT AREA FOR BOMBING AND FIRING OPERATIONS AT CAMP
 EA2222'LEJEUNE, U.S. MARINE CORPS.  MARINE CORPS AUTHORITIES WILL
 EA2222'NOT AUTHORIZE CLEARANCE FOR VISITING THE ISLAND AND SHOULD
 EA2222'OCCASION ARISE WHERE THE STATION HAD TO BE SEARCHED FOR IT IS
 EA2222'STRONGLY RECOMMENDED THAT THE COOPERATION OF THE DEACTIVATING
 EA2222'PERSONNEL OF THE BASE BE SOUGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2353 ***********************************************************************
 EA2353  DESIGNATION -  CAMP
 EA2353  PID         -  EA2353
 EA2353  STATE/COUNTY-  NC/ONSLOW
 EA2353  USGS QUAD   -  SNEADS FERRY (1988)
 EA2353
 EA2353                         *CURRENT SURVEY CONTROL
 EA2353  ___________________________________________________________________
 EA2353* NAD 83(2001)-  34 37 11.98309(N)    077 25 50.90926(W)     ADJUSTED  
 EA2353* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 EA2353  ___________________________________________________________________
 EA2353  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EA2353  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EA2353  HORZ ORDER  -  THIRD
 EA2353
 EA2353.The horizontal coordinates were established by classical geodetic methods
 EA2353.and adjusted by the National Geodetic Survey in August 2005.
 EA2353
 EA2353.The orthometric height was scaled from a topographic map.
 EA2353
 EA2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2353
 EA2353.The geoid height was determined by GEOID03.
 EA2353
 EA2353;                    North         East     Units Scale Factor Converg.
 EA2353;SPC NC       -    97,647.362   753,493.323   MT  0.99993295   +0 54 20.5
 EA2353;SPC NC       -   320,364.72  2,472,086.01   sFT  0.99993295   +0 54 20.5
 EA2353;UTM  18      - 3,833,590.093   277,140.266   MT  1.00021221   -1 22 53.7
 EA2353
 EA2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2353!SPC NC       -   1.00000480  x   0.99993295  =   0.99993775
 EA2353!UTM  18      -   1.00000480  x   1.00021221  =   1.00021701
 EA2353
 EA2353                          SUPERSEDED SURVEY CONTROL
 EA2353
 EA2353  NAD 83(1986)-  34 37 11.99828(N)    077 25 50.92255(W) AD(       ) 3
 EA2353  NAD 27      -  34 37 11.39600(N)    077 25 52.05200(W) AD(       ) 3
 EA2353
 EA2353.Superseded values are not recommended for survey control.
 EA2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2353.See file dsdata.txt to determine how the superseded data were derived.
 EA2353
 EA2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7714033590(NAD 83)
 EA2353_MARK LOGO: CGS   
 EA2353
 EA2353  HISTORY     - Date     Condition        Report By
 EA2353  HISTORY     - 1932     MONUMENTED       CGS
 EA2353  HISTORY     - 1942     GOOD             LOCSUR
 EA2353  HISTORY     - 1950     MARK NOT FOUND   CGS
 EA2353
 EA2353                          STATION DESCRIPTION
 EA2353
 EA2353'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942 (BEB)
 EA2353'LETTER MR. B. EVERETT BEAVIN, CHIEF OF SURVEYS, CARR AND J.E. GREINER
 EA2353'CO., MARINE BARRACKS, NEW RIVER, N.C., DATED 9/24/42.
 EA2353'
 EA2353'A NEW STATION CAMP 1941 (MONUMENT, SECOND ORDER) WAS ESTABLISHED ON
 EA2353'THE N SHORE OF NORTHEAST CREEK AT CAMP KNOX.
 EA2353'
 EA2353'THE MONUMENT IS 8 INCHES SQUARE AT THE TOP, 3 FEET 4 INCHES LONG AND
 EA2353'10 INCHES SQUARE AT THE BOTTOM, WITH A SMALL REINFORCING ROD MARKING
 EA2353'THE CENTER AND EXTENDING THE FULL LENGTH OF THE MONUMENT.
 EA2353
 EA2353                          STATION RECOVERY (1950)
 EA2353
 EA2353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2353'STATION WAS NOT RECOVERED.  NO DESCRIPTION IS AVAILABLE.  THE
 EA2353'GEOGRAPHIC POSITION WAS PLOTTED AND A THOROUGH SEARCH WAS MADE BY
 EA2353'TWO MEN BUT IT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3480 ***********************************************************************
 EZ3480  DESIGNATION -  CAMP
 EZ3480  PID         -  EZ3480
 EZ3480  STATE/COUNTY-  NC/RICHMOND
 EZ3480  USGS QUAD   -  PINEBLUFF (1982)
 EZ3480
 EZ3480                         *CURRENT SURVEY CONTROL
 EZ3480  ___________________________________________________________________
 EZ3480* NAD 83(2001)-  35 03 21.52082(N)    079 29 42.26419(W)     ADJUSTED  
 EZ3480* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 EZ3480  ___________________________________________________________________
 EZ3480  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 EZ3480  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EZ3480  HORZ ORDER  -  SECOND
 EZ3480
 EZ3480.The horizontal coordinates were established by classical geodetic methods
 EZ3480.and adjusted by the National Geodetic Survey in August 2005.
 EZ3480
 EZ3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3480
 EZ3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3480
 EZ3480.The geoid height was determined by GEOID03.
 EZ3480
 EZ3480;                    North         East     Units Scale Factor Converg.
 EZ3480;SPC NC       -   144,984.758   564,443.356   MT  0.99987840   -0 17 08.7
 EZ3480;SPC NC       -   475,670.83  1,851,844.58   sFT  0.99987840   -0 17 08.7
 EZ3480;UTM  17      - 3,880,286.211   637,238.869   MT  0.99983213   +0 51 52.3
 EZ3480
 EZ3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3480!SPC NC       -   0.99999132  x   0.99987840  =   0.99986972
 EZ3480!UTM  17      -   0.99999132  x   0.99983213  =   0.99982345
 EZ3480
 EZ3480:                Primary Azimuth Mark                     Grid Az
 EZ3480:SPC NC       -  MACKALL                                  109 26 53.1
 EZ3480:UTM  17      -  MACKALL                                  108 17 52.1
 EZ3480
 EZ3480|---------------------------------------------------------------------|
 EZ3480| PID    Reference Object                     Distance      Geod. Az  |
 EZ3480|                                                           dddmmss.s |
 EZ3480| EZ3482 MACKALL                             APPROX. 0.7 KM 1090944.4 |
 EZ3480| EZ2134 GATE                                247.292 METERS 30628     |
 EZ3480|---------------------------------------------------------------------|
 EZ3480
 EZ3480                          SUPERSEDED SURVEY CONTROL
 EZ3480
 EZ3480  NAD 83(1986)-  35 03 21.51410(N)    079 29 42.26572(W) AD(       ) 2
 EZ3480  NAD 27      -  35 03 20.95618(N)    079 29 43.11570(W) AD(       ) 2
 EZ3480  NGVD 29 (07/19/86)   87.4    (m)          287.     (f) VERT ANG    3  
 EZ3480
 EZ3480.Superseded values are not recommended for survey control.
 EZ3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3480.See file dsdata.txt to determine how the superseded data were derived.
 EZ3480
 EZ3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3723980286(NAD 83)
 EZ3480_MARKER: DE = TRAVERSE STATION DISK
 EZ3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3480_STAMPING: CAMP 1972
 EZ3480_MARK LOGO: NCGS  
 EZ3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3480+STABILITY: SURFACE MOTION
 EZ3480
 EZ3480  HISTORY     - Date     Condition        Report By
 EZ3480  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3480
 EZ3480                          STATION DESCRIPTION
 EZ3480
 EZ3480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3480'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3480'VICINITY OF HOFFMAN, NORTH CAROLINA.
 EZ3480'
 EZ3480'CAMP IS LOCATED APPROXIMATELY 3.5 MILES NE OF HOFFMAN AND 6.5
 EZ3480'MILES SW OF ABERDEEN.  TO REACH STATION FROM THE US 1 BRIDGE OVER
 EZ3480'DROWNING CREEK, PROCEED SOUTH ALONG US 1 FOR 0.35 MILE TO THE
 EZ3480'ENTRANCE TO THE NORTH GATE OF CAMP MACKALL, THENCE SOUTHEAST ALONG
 EZ3480'ENTRANCE ROAD FOR 0.2 MILE TO STATION ON RIGHT, IN THE SHOULDER
 EZ3480'OF THE ROAD, AND 0.6 MI. WEST OF BRIDGE OVER SEABOARD COAST LINE
 EZ3480'RAILROAD.
 EZ3480'
 EZ3480'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAMP
 EZ3480'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3
 EZ3480'INCHES BELOW THE GROUND.
 EZ3480'
 EZ3480'MARK IS
 EZ3480'17.5 FEET SW OF C/L OF PAVED ROAD.
 EZ3480'50.3 FEET WSW OF 18 INCH PINE ON N SHOULDER OF ROAD, WITH ALUMINUM
 EZ3480'REF. TAG.
 EZ3480'18.7 FEET N OF 10 INCH PINE WITH ALUMINUM REF. TAG IN DITCH.
 EZ3480'25.4 FEET E OF 8 INCH PINE WITH ALUMINUM REF. TAG, IN DITCH.
 EZ3480'45.3 FEET S OF 10 INCH PINE WITH ALUMINUM REF. TAG, ON N
 EZ3480'SHOULDER OF ROAD.
 EZ3480'5.0 FEET N OF PROJECTION OF THE S EDGE OF PAVEMENT TO
 EZ3480'THE EAST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4085 ***********************************************************************
 EZ4085  DESIGNATION -  CAMP
 EZ4085  PID         -  EZ4085
 EZ4085  STATE/COUNTY-  NC/NASH
 EZ4085  USGS QUAD   -  BAILEY (1981)
 EZ4085
 EZ4085                         *CURRENT SURVEY CONTROL
 EZ4085  ___________________________________________________________________
 EZ4085* NAD 83(2001)-  35 46 00.47883(N)    078 07 11.42260(W)     ADJUSTED  
 EZ4085* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 EZ4085  ___________________________________________________________________
 EZ4085  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 EZ4085  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 EZ4085  HORZ ORDER  -  SECOND
 EZ4085
 EZ4085.The horizontal coordinates were established by classical geodetic methods
 EZ4085.and adjusted by the National Geodetic Survey in August 2005.
 EZ4085
 EZ4085.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4085
 EZ4085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4085
 EZ4085.The geoid height was determined by GEOID03.
 EZ4085
 EZ4085;                    North         East     Units Scale Factor Converg.
 EZ4085;SPC NC       -   224,080.060   689,184.733   MT  0.99991290   +0 30 28.8
 EZ4085;SPC NC       -   735,169.33  2,261,100.24   sFT  0.99991290   +0 30 28.8
 EZ4085;UTM  17      - 3,961,910.639   760,379.117   MT  1.00043552   +1 41 03.7
 EZ4085
 EZ4085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4085!SPC NC       -   0.99999245  x   0.99991290  =   0.99990535
 EZ4085!UTM  17      -   0.99999245  x   1.00043552  =   1.00042796
 EZ4085
 EZ4085:                Primary Azimuth Mark                     Grid Az
 EZ4085:SPC NC       -  WHEAT                                    177 27 30.0
 EZ4085:UTM  17      -  WHEAT                                    176 16 55.1
 EZ4085
 EZ4085|---------------------------------------------------------------------|
 EZ4085| PID    Reference Object                     Distance      Geod. Az  |
 EZ4085|                                                           dddmmss.s |
 EZ4085| EZ4086 WHEAT                               416.136 METERS 1775758.8 |
 EZ4085| EZ4084 GRAIN                               APPROX. 0.6 KM 3562356.5 |
 EZ4085|---------------------------------------------------------------------|
 EZ4085
 EZ4085                          SUPERSEDED SURVEY CONTROL
 EZ4085
 EZ4085  NAD 83(1986)-  35 46 00.48643(N)    078 07 11.43374(W) AD(       ) 2
 EZ4085  NAD 27      -  35 45 59.92025(N)    078 07 12.46094(W) AD(       ) 2
 EZ4085  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG    3  
 EZ4085
 EZ4085.Superseded values are not recommended for survey control.
 EZ4085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4085.See file dsdata.txt to determine how the superseded data were derived.
 EZ4085
 EZ4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6037961911(NAD 83)
 EZ4085_MARKER: DE = TRAVERSE STATION DISK
 EZ4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4085_STAMPING: CAMP 1972
 EZ4085_MARK LOGO: NCGS  
 EZ4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4085+STABILITY: SURFACE MOTION
 EZ4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ4085+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 EZ4085
 EZ4085  HISTORY     - Date     Condition        Report By
 EZ4085  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4085  HISTORY     - 20070307 GOOD             GEOCAC
 EZ4085
 EZ4085                          STATION DESCRIPTION
 EZ4085
 EZ4085'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4085'CAMP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4085'VICINITY OF BAILEY, NORTH CAORLINA.
 EZ4085'
 EZ4085'CAMP IS LOCATED APPROXIMATELY 0.9 MILE SOUTH OF BAILEY AND 3.4 MILES
 EZ4085'WNW OF SIMS.  TO REACH STATION FROM THE INTERSECTION OF NC 581 WITH
 EZ4085'US 264 IN BAILEY, PROCEED SOUTH ALONG NC 581 FOR 1.05 MILES TO
 EZ4085'INTERSECTION WITH SR 1104, AND STATION ON RIGHT IN THE NORTHWEST
 EZ4085'QUADRANT, APPROXIMATELY 125 FEET NNW OF THE INTERSECTION,
 EZ4085'APPROXIMATELY 75 FEET ENE OF WHITE FRAME DWELLING AT NORTHEAST
 EZ4085'CORNER OF YARD, AND ON WEST BANK OF NC 581.
 EZ4085'
 EZ4085'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CAMP
 EZ4085'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1
 EZ4085'INCH BELOW THE GROUND.
 EZ4085'
 EZ4085'MARK IS
 EZ4085'43.2 FEET W OF C/L OF US 581.
 EZ4085'132.4 FEET N OF C/L OF SR 1104.
 EZ4085'112.7 FEET S OF PP W/2 TRANSFORMERS AND WITH ALUMINUM REF. TAG.
 EZ4085'34.6 FEET N OF R/W MARK (FLUSH WITH GROUND).
 EZ4085'49.5 FEET E OF 24 INCH PECAN TREE.
 EZ4085
 EZ4085                          STATION RECOVERY (2007)
 EZ4085
 EZ4085'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ4085'ORIGINAL REFERENCES REMAIN VALID, EXCEPT PP HAS ONLY ONE TRANSFORMER
 EZ4085'(NOT 2). SR1104 IS FINCH ROAD. MARK IS RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3186 ***********************************************************************
 FY3186  DESIGNATION -  CAMP
 FY3186  PID         -  FY3186
 FY3186  STATE/COUNTY-  NC/ORANGE
 FY3186  USGS QUAD   -  HILLSBOROUGH (1994)
 FY3186
 FY3186                         *CURRENT SURVEY CONTROL
 FY3186  ___________________________________________________________________
 FY3186* NAD 83(2001)-  36 03 19.42777(N)    079 05 54.52323(W)     ADJUSTED  
 FY3186* NAVD 88     -       204.1    (meters)     670.     (feet)  VERTCON   
 FY3186  ___________________________________________________________________
 FY3186  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 FY3186  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 FY3186  HORZ ORDER  -  SECOND
 FY3186
 FY3186.The horizontal coordinates were established by classical geodetic methods
 FY3186.and adjusted by the National Geodetic Survey in August 2005.
 FY3186
 FY3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3186
 FY3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3186
 FY3186.The geoid height was determined by GEOID03.
 FY3186
 FY3186;                    North         East     Units Scale Factor Converg.
 FY3186;SPC NC       -   255,751.675   600,728.494   MT  0.99997085   -0 03 24.6
 FY3186;SPC NC       -   839,078.62  1,970,890.07   sFT  0.99997085   -0 03 24.6
 FY3186;UTM  17      - 3,991,765.856   671,269.401   MT  0.99996144   +1 07 10.0
 FY3186
 FY3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3186!SPC NC       -   0.99997277  x   0.99997085  =   0.99994362
 FY3186!UTM  17      -   0.99997277  x   0.99996144  =   0.99993421
 FY3186
 FY3186                          SUPERSEDED SURVEY CONTROL
 FY3186
 FY3186  NAD 83(1993)-  36 03 19.43079(N)    079 05 54.53205(W) AD(       ) 2
 FY3186  NAD 83(1986)-  36 03 19.43030(N)    079 05 54.53272(W) AD(       ) 2
 FY3186  NAD 27      -  36 03 18.92905(N)    079 05 55.48386(W) AD(       ) 2
 FY3186  NGVD 29 (07/19/86)  204.3    (m)          670.     (f) VERT ANG    3  
 FY3186
 FY3186.Superseded values are not recommended for survey control.
 FY3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3186.See file dsdata.txt to determine how the superseded data were derived.
 FY3186
 FY3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7126991766(NAD 83)
 FY3186_MARKER: DE = TRAVERSE STATION DISK
 FY3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3186_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3186+STABILITY: SURFACE MOTION
 FY3186
 FY3186  HISTORY     - Date     Condition        Report By
 FY3186  HISTORY     - 1963     MONUMENTED       NCGS
 FY3186  HISTORY     - 1977     SEE DESCRIPTION  NCDOT
 FY3186  HISTORY     - 1983     MARK NOT FOUND   NCGS
 FY3186  HISTORY     - 20041030 MARK NOT FOUND   USPSQD
 FY3186
 FY3186                          STATION DESCRIPTION
 FY3186
 FY3186'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 FY3186'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3186'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 FY3186'
 FY3186'CAMP IS 1.4 MILES S OF HILLSBORO, LOCATED 1.0 MILE SW ALONG
 FY3186'I-85 FROM NC 86.  1.0 MILE SE OF FIRE TOWER AND MICROWAVE TOWER
 FY3186'S OF HILLSBORO.  ON S SIDE OF I-85 ON TOP OF 25 FT CUT ON
 FY3186'I-85.  ON STATE PROPERTY OF HILLSBORO PRISON CAMP
 FY3186'FARM.  APPROXIMATELY 800 FT NW OF MAIN CAMP BUILDING.
 FY3186'
 FY3186'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3186'CAMP 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3186'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 FY3186'
 FY3186'MARK IS
 FY3186'
 FY3186'100.0 FT S OF C/L OF E BOUND LANE OF I-85
 FY3186'
 FY3186'10.0 FT E OF C/L OF FARM ROAD
 FY3186'
 FY3186'23.0 FT N OF 3 LEAD NAILS IN 10 INCH WHITE OAK
 FY3186'
 FY3186'49.3 FT NW OF 3 LEAD NAILS IN 12 INCH OAK
 FY3186'
 FY3186'54.6 FT W OF 3 LEAD NAILS IN 10 INCH WHITE OAK
 FY3186'
 FY3186'49.3 FT NW OF 3 LEAD NAILS IN 12 INCH OAK
 FY3186'
 FY3186'54.6 FT W OF 3 LEAD NAILS IN 10 INCH WHITE OAK
 FY3186'
 FY3186'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FY3186
 FY3186                          STATION RECOVERY (1977)
 FY3186
 FY3186'RECOVERY NOTE BY 
NC DOT 1977 (JMS)
 FY3186'THE STATION WAS REPORTED DESTROYED.  THE MONUMENT WAS FOUND LEANING
 FY3186'TO THE SIDE.  IT IS NOT USABLE.
 FY3186
 FY3186                          STATION RECOVERY (1983)
 FY3186
 FY3186'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH)
 FY3186'THE STATION WAS NOT RECOVERED AT THIS DATE.
 FY3186'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
 FY3186'
 FY3186'THE DESCRIPTION IS INADEQUATE FOR LOCATING THE MONUMENT.
 FY3186
 FY3186                          STATION RECOVERY (2004)
 FY3186
 FY3186'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3186'SEARCH WAS MADE IN THE AREA OF PLOTTED POSITION.  NO MARKER COULD BE
 FY3186'FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3413 ***********************************************************************
 FY3413  DESIGNATION -  CAMP
 FY3413  PID         -  FY3413
 FY3413  STATE/COUNTY-  NC/ROCKINGHAM
 FY3413  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3413
 FY3413                         *CURRENT SURVEY CONTROL
 FY3413  ___________________________________________________________________
 FY3413* NAD 83(2001)-  36 29 22.62615(N)    079 44 20.97824(W)     ADJUSTED  
 FY3413* NAVD 88     -       187.7    (meters)     616.     (feet)  VERTCON   
 FY3413  ___________________________________________________________________
 FY3413  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 FY3413  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 FY3413  HORZ ORDER  -  SECOND
 FY3413
 FY3413.The horizontal coordinates were established by classical geodetic methods
 FY3413.and adjusted by the National Geodetic Survey in August 2005.
 FY3413
 FY3413.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3413
 FY3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3413
 FY3413.The geoid height was determined by GEOID03.
 FY3413
 FY3413;                    North         East     Units Scale Factor Converg.
 FY3413;SPC NC       -   304,178.510   543,363.748   MT  1.00010616   -0 25 35.8
 FY3413;SPC NC       -   997,958.99  1,782,685.90   sFT  1.00010616   -0 25 35.8
 FY3413;SPC VA S     - 1,018,072.633 3,388,963.742   MT  1.00006182   -0 45 07.5
 FY3413;SPC VA S     - 3,340,126.63 11,118,625.21   sFT  1.00006182   -0 45 07.5
 FY3413;UTM  17      - 4,038,995.519   612,932.568   MT  0.99975713   +0 44 59.5
 FY3413
 FY3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3413!SPC NC       -   0.99997565  x   1.00010616  =   1.00008181
 FY3413!SPC VA S     -   0.99997565  x   1.00006182  =   1.00003747
 FY3413!UTM  17      -   0.99997565  x   0.99975713  =   0.99973279
 FY3413
 FY3413:                Primary Azimuth Mark                     Grid Az
 FY3413:SPC NC       -  ATLANTIC                                 180 00 13.6
 FY3413:SPC VA S     -  ATLANTIC                                 180 19 45.3
 FY3413:UTM  17      -  ATLANTIC                                 178 49 38.3
 FY3413
 FY3413|---------------------------------------------------------------------|
 FY3413| PID    Reference Object                     Distance      Geod. Az  |
 FY3413|                                                           dddmmss.s |
 FY3413| FY3412 ATLANTIC                            APPROX. 1.0 KM 1793437.8 |
 FY3413| FY3420 HOSPITAL                            392.790 METERS 34055     |
 FY3413|---------------------------------------------------------------------|
 FY3413
 FY3413                          SUPERSEDED SURVEY CONTROL
 FY3413
 FY3413  NAD 83(1993)-  36 29 22.62830(N)    079 44 20.98008(W) AD(       ) 2
 FY3413  NAD 83(1986)-  36 29 22.63201(N)    079 44 20.98332(W) AD(       ) 2
 FY3413  NAD 27      -  36 29 22.13294(N)    079 44 21.85623(W) AD(       ) 2
 FY3413  NGVD 29 (07/19/86)  187.9    (m)          616.     (f) VERT ANG    3  
 FY3413
 FY3413.Superseded values are not recommended for survey control.
 FY3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3413.See file dsdata.txt to determine how the superseded data were derived.
 FY3413
 FY3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1293338996(NAD 83)
 FY3413_MARKER: DE = TRAVERSE STATION DISK
 FY3413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3413_STAMPING: CAMP 1969
 FY3413_MARK LOGO: NCGS  
 FY3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3413+STABILITY: SURFACE MOTION
 FY3413
 FY3413  HISTORY     - Date     Condition        Report By
 FY3413  HISTORY     - 1969     MONUMENTED       NCGS
 FY3413
 FY3413                          STATION DESCRIPTION
 FY3413
 FY3413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3413'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FY3413'THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3413'
 FY3413'CAMP IS LOCATED APPROXIMATELY 1.2 MILES SOUTH OF EDEN.  TO REACH
 FY3413'STATION PROCEED FROM THE INTERSECTION OF NC 14 AND SR 2066
 FY3413'(KINGS HIGHWAY) IN EDEN, GO SOUTH ON NC 14 FOR 0.25 MILE TO
 FY3413'STATION ON LEFT AND NORTH OF ROAD LEADING TO GIRL SCOUT CAMP.
 FY3413'
 FY3413'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3413'CAMP 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3413'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3413'
 FY3413'MARK IS
 FY3413'
 FY3413'10.7 FT W OF PP WITH ALUMINUM REF. TAG
 FY3413'
 FY3413'35.9 FT E OF STOP SIGN WITH ALUMINUM REF. TAG
 FY3413'
 FY3413'65.9 FT E OF C/L OF NC 14
 FY3413'
 FY3413'26.2 FT N OF C/L OF ROAD TO GIRL SCOUT CAMP
 FY3413'
 FY3413'57.2 FT NNW OF FIRE HYDRANT
 FY3413'
 FY3413'27.8 FT NNW OF CENTER OF MANHOLE COVER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1888 ***********************************************************************
 FZ1888  DESIGNATION -  CAMP
 FZ1888  PID         -  FZ1888
 FZ1888  STATE/COUNTY-  NC/SURRY
 FZ1888  USGS QUAD   -  ELKIN NORTH (1994)
 FZ1888
 FZ1888                         *CURRENT SURVEY CONTROL
 FZ1888  ___________________________________________________________________
 FZ1888* NAD 83(2001)-  36 16 32.93234(N)    080 50 24.33387(W)     ADJUSTED  
 FZ1888* NAVD 88     -       347.5    (meters)    1140.     (feet)  VERTCON   
 FZ1888  ___________________________________________________________________
 FZ1888  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 FZ1888  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 FZ1888  HORZ ORDER  -  SECOND
 FZ1888
 FZ1888.The horizontal coordinates were established by classical geodetic methods
 FZ1888.and adjusted by the National Geodetic Survey in August 2005.
 FZ1888
 FZ1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1888
 FZ1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1888
 FZ1888.The geoid height was determined by GEOID03.
 FZ1888
 FZ1888;                    North         East     Units Scale Factor Converg.
 FZ1888;SPC NC       -   281,737.614   444,275.444   MT  1.00003229   -1 03 43.4
 FZ1888;SPC NC       -   924,334.16  1,457,593.69   sFT  1.00003229   -1 03 43.4
 FZ1888;UTM  17      - 4,014,552.881   514,361.715   MT  0.99960254   +0 05 40.6
 FZ1888
 FZ1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1888!SPC NC       -   0.99995070  x   1.00003229  =   0.99998299
 FZ1888!UTM  17      -   0.99995070  x   0.99960254  =   0.99955326
 FZ1888
 FZ1888:                Primary Azimuth Mark                     Grid Az
 FZ1888:SPC NC       -  DRAIN                                    140 28 00.4
 FZ1888:UTM  17      -  DRAIN                                    139 18 36.4
 FZ1888
 FZ1888|---------------------------------------------------------------------|
 FZ1888| PID    Reference Object                     Distance      Geod. Az  |
 FZ1888|                                                           dddmmss.s |
 FZ1888| FZ1889 DRAIN                               APPROX. 0.9 KM 1392417.0 |
 FZ1888|---------------------------------------------------------------------|
 FZ1888
 FZ1888                          SUPERSEDED SURVEY CONTROL
 FZ1888
 FZ1888  NAD 83(1993)-  36 16 32.93760(N)    080 50 24.33998(W) AD(       ) 2
 FZ1888  NAD 83(1986)-  36 16 32.94153(N)    080 50 24.33759(W) AD(       ) 2
 FZ1888  NAD 27      -  36 16 32.45506(N)    080 50 25.08559(W) AD(       ) 2
 FZ1888  NGVD 29 (07/19/86)  347.7    (m)         1141.     (f) VERT ANG    3  
 FZ1888
 FZ1888.Superseded values are not recommended for survey control.
 FZ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1888.See file dsdata.txt to determine how the superseded data were derived.
 FZ1888
 FZ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA1436214553(NAD 83)
 FZ1888_MARKER: DE = TRAVERSE STATION DISK
 FZ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1888_STAMPING: CAMP 1970
 FZ1888_MARK LOGO: NCGS  
 FZ1888_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1888+STABILITY: SURFACE MOTION
 FZ1888
 FZ1888  HISTORY     - Date     Condition        Report By
 FZ1888  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1888  HISTORY     - 19860223 GOOD             NCGS
 FZ1888
 FZ1888                          STATION DESCRIPTION
 FZ1888
 FZ1888'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1888'CAMP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1888'VICINITY OF ELKIN, NORTH CAROLINA.
 FZ1888'
 FZ1888'CAMP IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF ELKIN.  TO REACH
 FZ1888'STATION PROCEED FROM THE INTERSECTION OF US 21 BUSINESS AND US 21
 FZ1888'BYPASS APPROXIMATELY 2.0 MILES NORTH OF ELKIN, GO SOUTH ON US 21
 FZ1888'BYPASS FOR 1.3 MILES TO BRIDGE ON SR 1138 (CC CAMP RD.).  STATION
 FZ1888'IS NEAR THE NORTHWEST CORNER OF THE BRIDGE, AND 2.0 MILES NORTH OF
 FZ1888'THE YADKIN RIVER BRIDGE AT THE YADKIN-SURRY COUNTY LINE.
 FZ1888'
 FZ1888'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAMP
 FZ1888'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 FZ1888'INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1888'
 FZ1888'MARK IS
 FZ1888'18.0 FEET W OF C/L OF SR 1138 (CC CAMP RD.).
 FZ1888'3.3 FEET SW OF SW END OF BRIDGE RAIL BASE.
 FZ1888'3.0 FEET E OF BASE OF A SPEED LIMIT WARNING SIGNPOST.
 FZ1888'35.2 FEET W OF BASE OF SOUTHEAST END OF BRIDGE RAIL.
 FZ1888'61.0 FEET NE OF ALUMINUM REF. TAG ON PP.
 FZ1888
 FZ1888                          STATION RECOVERY (1986)
 FZ1888
 FZ1888'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (LWA)
 FZ1888'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2925 ***********************************************************************
 FY2925  DESIGNATION -  CAMP
 FY2925  PID         -  FY2925
 FY2925  STATE/COUNTY-  NC/GRANVILLE
 FY2925  USGS QUAD   -  LAKE MICHIE (1990)
 FY2925
 FY2925                         *CURRENT SURVEY CONTROL
 FY2925  ___________________________________________________________________
 FY2925* NAD 83(2001)-  36 14 01.14057(N)    078 46 29.09285(W)     ADJUSTED  
 FY2925* NAVD 88     -       157.8    (meters)     518.     (feet)  VERTCON   
 FY2925  ___________________________________________________________________
 FY2925  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FY2925  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 FY2925  HORZ ORDER  -  SECOND
 FY2925
 FY2925.The horizontal coordinates were established by classical geodetic methods
 FY2925.and adjusted by the National Geodetic Survey in August 2005.
 FY2925
 FY2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2925
 FY2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2925
 FY2925.The geoid height was determined by GEOID03.
 FY2925
 FY2925;                    North         East     Units Scale Factor Converg.
 FY2925;SPC NC       -   275,549.450   629,851.067   MT  1.00001938   +0 07 48.0
 FY2925;SPC NC       -   904,031.82  2,066,436.38   sFT  1.00001938   +0 07 48.0
 FY2925;UTM  17      - 4,012,160.236   699,978.678   MT  1.00009277   +1 18 56.7
 FY2925
 FY2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2925!SPC NC       -   0.99998015  x   1.00001938  =   0.99999953
 FY2925!UTM  17      -   0.99998015  x   1.00009277  =   1.00007292
 FY2925
 FY2925|---------------------------------------------------------------------|
 FY2925| PID    Reference Object                     Distance      Geod. Az  |
 FY2925|                                                           dddmmss.s |
 FY2925| FY2926 SYKES                               379.545 METERS 35936     |
 FY2925|---------------------------------------------------------------------|
 FY2925
 FY2925                          SUPERSEDED SURVEY CONTROL
 FY2925
 FY2925  NAD 83(1993)-  36 14 01.14676(N)    078 46 29.09941(W) AD(       ) 2
 FY2925  NAD 83(1986)-  36 14 01.14633(N)    078 46 29.10391(W) AD(       ) 2
 FY2925  NAD 27      -  36 14 00.62544(N)    078 46 30.08525(W) AD(       ) 2
 FY2925  NGVD 29 (07/19/86)  158.1    (m)          519.     (f) VERT ANG    3  
 FY2925
 FY2925.Superseded values are not recommended for survey control.
 FY2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2925.See file dsdata.txt to determine how the superseded data were derived.
 FY2925
 FY2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA9997912160(NAD 83)
 FY2925_MARKER: DD = SURVEY DISK
 FY2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2925_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2925+STABILITY: SURFACE MOTION
 FY2925
 FY2925  HISTORY     - Date     Condition        Report By
 FY2925  HISTORY     - 1977     MONUMENTED       NCGS
 FY2925
 FY2925                          STATION DESCRIPTION
 FY2925
 FY2925'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY2925'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES EAST-SOUTHEAST OF
 FY2925'MORIAH (PERSON COUNTY) AND 3.8 MILES NORTHWEST OF STEM.
 FY2925'
 FY2925'TO REACH THE STATION FROM THE SR 1139 AND SR 1126 CROSSROAD 0.7 MILE
 FY2925'WEST OF CULBRETH, PROCEED SOUTHWEST ALONG SR 1139 FOR 2.3 MILES TO A
 FY2925'WOODS ROAD ON THE LEFT, THENCE SOUTHWEST ALONG WOODS ROAD FOR 0.85
 FY2925'MILE TO STATION ON THE LEFT, APPROXIMATELY 125 FEET SOUTHEAST OF A RED
 FY2925'FRAME HUNTING LODGE.
 FY2925'
 FY2925'STATION MARK IS A STANDARD DISK STAMPED---CAMP 1977---SET IN THE TOP
 FY2925'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 FY2925'MARK IS 11.8 FEET EAST-SOUTHEAST OF CENTERLINE OF FARM ROAD, 128.6
 FY2925'FEET SOUTHEAST OF SOUTHEAST CORNER OF MAIN BODY OF HUNTING LODGE, 47.6
 FY2925'FEET SOUTHEAST OF 15 INCH OAK WITH REFERENCE TAG, 48.8 FEET NORTHEAST
 FY2925'OF 18 INCH OAK WITH REFERENCE TAG AND 68.6 FEET SOUTH-SOUTHEAST OF 18
 FY2925'INCH OAK WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4335 ***********************************************************************
 FX4335  DESIGNATION -  CAMP
 FX4335  PID         -  FX4335
 FX4335  STATE/COUNTY-  NC/NORTHAMPTON
 FX4335  USGS QUAD   -  BARLEY (1980)
 FX4335
 FX4335                         *CURRENT SURVEY CONTROL
 FX4335  ___________________________________________________________________
 FX4335* NAD 83(2001)-  36 30 01.32836(N)    077 38 41.78988(W)     ADJUSTED  
 FX4335* NAVD 88     -        55.     (meters)     180.     (feet)  SCALED    
 FX4335  ___________________________________________________________________
 FX4335  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FX4335  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 FX4335  HORZ ORDER  -  FIRST
 FX4335
 FX4335.The horizontal coordinates were established by classical geodetic methods
 FX4335.and adjusted by the National Geodetic Survey in August 2005.
 FX4335
 FX4335.The orthometric height was scaled from a topographic map.
 FX4335
 FX4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4335
 FX4335.The geoid height was determined by GEOID03.
 FX4335
 FX4335;                    North         East     Units Scale Factor Converg.
 FX4335;SPC NC       -   305,953.664   731,011.428   MT  1.00011025   +0 46 55.6
 FX4335;SPC NC       - 1,003,782.98  2,398,326.66   sFT  1.00011025   +0 46 55.6
 FX4335;UTM  18      - 4,042,702.760   263,107.862   MT  1.00029145   -1 34 26.5
 FX4335
 FX4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4335!SPC NC       -   0.99999674  x   1.00011025  =   1.00010699
 FX4335!UTM  18      -   0.99999674  x   1.00029145  =   1.00028819
 FX4335
 FX4335:                Primary Azimuth Mark                     Grid Az
 FX4335:SPC NC       -  WELDON MUNICIPAL TANK                    152 31 24.7
 FX4335:UTM  18      -  WELDON MUNICIPAL TANK                    154 52 46.8
 FX4335
 FX4335|---------------------------------------------------------------------|
 FX4335| PID    Reference Object                     Distance      Geod. Az  |
 FX4335|                                                           dddmmss.s |
 FX4335| FX4196 WELDON MUNICIPAL TANK               APPROX. 9.1 KM 1531820.3 |
 FX4335| FX4194 WELDON E COTTON OIL CO TANK         APPROX.10.2 KM 1604653.9 |
 FX4335| FX4336 PTS 11                               22.534 METERS 18055     |
 FX4335| FX4220 ROANOKE RAPIDS LGE TK E SIDE        APPROX. 5.4 KM 1873919.5 |
 FX4335| FX4627 CAMP RM 1                                          19535     |
 FX4335| FX4222 ROANOKE RAPIDS ROSEMARY W STK       APPROX. 5.3 KM 1961005.7 |
 FX4335| FX4628 CAMP RM 2                                          32123     |
 FX4335| FX4629 CAMP RM 3 AZIMUTH                                  3535704.9 |
 FX4335|---------------------------------------------------------------------|
 FX4335
 FX4335                          SUPERSEDED SURVEY CONTROL
 FX4335
 FX4335  NAD 83(1993)-  36 30 01.33448(N)    077 38 41.78983(W) AD(       ) 1
 FX4335  NAD 83(1986)-  36 30 01.33621(N)    077 38 41.80194(W) AD(       ) 1
 FX4335  NAD 27      -  36 30 00.79100(N)    077 38 42.87200(W) AD(       ) 1
 FX4335
 FX4335.Superseded values are not recommended for survey control.
 FX4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4335.See file dsdata.txt to determine how the superseded data were derived.
 FX4335
 FX4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF6310842703(NAD 83)
 FX4335_MARKER: DS = TRIANGULATION STATION DISK
 FX4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4335_STAMPING: CAMP 1933
 FX4335_MARK LOGO: CGS   
 FX4335
 FX4335  HISTORY     - Date     Condition        Report By
 FX4335  HISTORY     - 1933     MONUMENTED       CGS
 FX4335  HISTORY     - 1936     GOOD             NCHPWC
 FX4335  HISTORY     - 1951     MARK NOT FOUND   SWECO
 FX4335  HISTORY     - 1961     MARK NOT FOUND   USGS
 FX4335  HISTORY     - 1970     MARK NOT FOUND   NGS
 FX4335  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 FX4335
 FX4335                          STATION DESCRIPTION
 FX4335
 FX4335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 FX4335'ABOUT 2 MILES NORTH OF ROANOKE RAPIDS, AT CAMPS CORNER (THE JUNCTION
 FX4335'OF ROUTES 40-A AND 46), ON PROPERTY OF THE CAROLINA FARMS INC., 43
 FX4335'FEET EAST OF CENTER LINE OF PAVED ROUTE 40-A, AND 48 FEET NORTH OF
 FX4335'CENTER LINE OF EAST-AND-WEST DIRT ROAD. TO REACH FROM ROANOKE
 FX4335'RAPIDS, GO NORTH ABOUT 2 MILES ON ROUTE 40-A DIRECT TO STATION SITE.
 FX4335'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 FX4335'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 FX4335'CONCRETE.
 FX4335'
 FX4335'REFERENCE MARK NO. 1 IS 23 FEET WEST OF CENTER LINE OF ROUTE
 FX4335'40-A, 70 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE IN SOUTHWEST
 FX4335'CORNER OF CROSSROADS, 2 FEET NORTH OF POWERLINE POLE, AND 208.30
 FX4335'FEET (SLOPE) FROM STATION S 15 DEG 35 MIN W.
 FX4335'
 FX4335'REFERENCE MARK NO. 2 IS 38 FEET
 FX4335'WEST OF CENTER LINE OF NORTH-AND-SOUTH DIRT ROAD, AT
 FX4335'NORTHEAST CORNER OF PEANUT WAREHOUSE, AND 151.05 FEET (SLOPE) FROM
 FX4335'STATION N 38 DEG 37 MIN W.
 FX4335'
 FX4335'REFERENCE MARK NO. 3 IS 6 PACES WEST OF CENTER LINE
 FX4335'OF NORTH-AND-SOUTH DIRT ROAD, 33 PACES SOUTHWEST OF LONE PEACH
 FX4335'TREE IN CULTIVATED FIELD, 3 PACES SOUTHWEST OF CENTER LINE OF FARM
 FX4335'ROAD TO NORTHWEST ACROSS CULTIVATED FIELD, AND APPROXIMATELY 0.6
 FX4335'MILE FROM STATION N 06 DEG 03 MIN W.
 FX4335'
 FX4335'PRIMARY TRAVERSE STATION NO. 11 (U.S.G.S.) IS 22.534
 FX4335'METERS (73.93 FEET) FROM STATION S 0 DEG 55 MIN W.
 FX4335
 FX4335                          STATION RECOVERY (1936)
 FX4335
 FX4335'RECOVERY NOTE BY NC HWY AND P W COMM 1936
 FX4335'BECAUSE OF RECONSTRUCTION OF HIGHWAY, REFERENCE MARK NO. 1 WAS
 FX4335'SHIFTED TO NEW POSITION, AND THE FOLLOWING CORRECTIONS TO ORIGINAL
 FX4335'DESCRIPTION SHOULD BE MADE-- REFERENCE MARK NO. 1 IS 45 FEET W OF
 FX4335'CENTER LINE OF N.C. ROUTE 47, 145 FEET SW FROM SW CORNER OF MAIN
 FX4335'BODY OF HYMANS SERVICE STATION, WHICH IS ON THE E SIDE OF
 FX4335'HIGHWAY, AND 236.46 FEET FROM STATION.
 FX4335'
 FX4335'THE HOUSE IN THE SW CORNER OF CROSSROADS, REFERRED TO IN ORIGINAL
 FX4335'DESCRIPTION, IS TO BE MOVED, AND SHOULD BE OMITTED FROM THE NEW
 FX4335'DESCRIPTION.
 FX4335
 FX4335                          STATION RECOVERY (1951)
 FX4335
 FX4335'RECOVERY NOTE BY STONE WEBSTER ENGINEERING CORPORATION 1951 (DCS)
 FX4335'STATION AND REFERENCE MARK 3 ARE DESTROYED. THE UNDERGROUND MARK AT
 FX4335'THE STATION WAS NOT SEARCHED FOR. REFERENCE MARKS 1 AND 2 WERE
 FX4335'RECOVERED.
 FX4335'
 FX4335'THE PRESENT DESCRIPTION IS SATISFACTORY, EXCEPT THAT STATE HIGHWAY
 FX4335'40A IS NOW STATE HIGHWAY 47.  THE STATION IS LOCATED 2 MILES N OF
 FX4335'ROANOKE RAPIDS.
 FX4335
 FX4335                          STATION RECOVERY (1961)
 FX4335
 FX4335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FX4335'THIS STATION WAS NOT FOUND.  STATION SITE IS AT INTERSECTION OF N.C.
 FX4335'STATE HIGHWAYS 46 AND 48. SITE IS NOW OCCUPIED BY TEXACO SERVICE
 FX4335'STATION.  SERVICE STATION OWNER REMEMBERS A BULLDOZER CLEARING FOR
 FX4335'THE SERVICE STATION AND DIRECTED ME TO REFERENCE MARK 3 WHICH HAD
 FX4335'BEEN DOZED OUT AND DUMPED BY THE SIDE OF THE ROAD. POSTMISTRESS
 FX4335'REMEMBERS MARK AND STATED THAT IT WAS DOZED OUT.
 FX4335
 FX4335                          STATION RECOVERY (1970)
 FX4335
 FX4335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FX4335'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK NO. 2 WAS
 FX4335'RECOVERED IN GOOD CONDITION AND FROM THIS REFERENCE THE STATION WAS
 FX4335'DTERMINED TO BE IN THE MAIN INTERSECTION OF THE VILLAGE OF GASTON.
 FX4335'REFERENCE MARK NO. 1 WAS NOT RECOVERED. REFERENCE MARK NO. 3 WAS
 FX4335'FOUND LYING ON THE GROUND AND THE DISK WAS RECLAIMED AT THIS TIME.
 FX4335
 FX4335                          STATION RECOVERY (1996)
 FX4335
 FX4335'RECOVERY NOTE BY US POWER SQUADRON 1996
 FX4335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4652 ***********************************************************************
 FA4652  DESIGNATION -  CAMP
 FA4652  PID         -  FA4652
 FA4652  STATE/COUNTY-  NC/DAVIE
 FA4652  USGS QUAD   -  CHURCHLAND (1987)
 FA4652
 FA4652                         *CURRENT SURVEY CONTROL
 FA4652  ___________________________________________________________________
 FA4652* NAD 83(2001)-  35 51 43.27816(N)    080 24 08.64354(W)     ADJUSTED  
 FA4652* NAVD 88     -       227.5    (meters)     746.     (feet)  VERTCON   
 FA4652  ___________________________________________________________________
 FA4652  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 FA4652  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 FA4652  HORZ ORDER  -  SECOND
 FA4652
 FA4652.The horizontal coordinates were established by classical geodetic methods
 FA4652.and adjusted by the National Geodetic Survey in August 2005.
 FA4652
 FA4652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4652
 FA4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4652
 FA4652.The geoid height was determined by GEOID03.
 FA4652
 FA4652;                    North         East     Units Scale Factor Converg.
 FA4652;SPC NC       -   235,186.461   482,948.861   MT  0.99992920   -0 48 33.9
 FA4652;SPC NC       -   771,607.58  1,584,474.72   sFT  0.99992920   -0 48 33.9
 FA4652;UTM  17      - 3,968,809.662   553,954.154   MT  0.99963587   +0 21 00.4
 FA4652
 FA4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4652!SPC NC       -   0.99996931  x   0.99992920  =   0.99989851
 FA4652!UTM  17      -   0.99996931  x   0.99963587  =   0.99960519
 FA4652
 FA4652                          SUPERSEDED SURVEY CONTROL
 FA4652
 FA4652  NAD 83(1986)-  35 51 43.28470(N)    080 24 08.64967(W) AD(       ) 2
 FA4652  NGVD 29 (02/28/92)  227.7    (m)          747.     (f) VERT ANG    3  
 FA4652
 FA4652.Superseded values are not recommended for survey control.
 FA4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4652.See file dsdata.txt to determine how the superseded data were derived.
 FA4652
 FA4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV5395468810(NAD 83)
 FA4652_MARKER: DE = TRAVERSE STATION DISK
 FA4652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4652+STABILITY: SURFACE MOTION
 FA4652
 FA4652  HISTORY     - Date     Condition        Report By
 FA4652  HISTORY     - 1983     MONUMENTED       NCGS
 FA4652
 FA4652                          STATION DESCRIPTION
 FA4652
 FA4652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG)
 FA4652'THE STATION IS LOCATED ABOUT 2.7 MI EAST-SOUTHEAST OF FORK COMMUNITY
 FA4652'AND 9.3 MI EAST-SOUTHEAST OF MOCKSVILLE.
 FA4652'
 FA4652'ALONG US 64 FOR 1.05 MI WEST FROM THE YADKIN RIVER BRIDGE
 FA4652'(DAVIE-DAVIDSON COUNTY LINE), OR 0.35 MI EAST FROM THE
 FA4652'T-INTERSECTION WITH SR 1812, ON TOP OF A BANK.
 FA4652'
 FA4652'THE STATION IS A STANDARD NCGS DISK STAMPED---CAMP 1983---, SET INTO
 FA4652'THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER FLUSH
 FA4652'WITH GROUND.  LOCATED 32.6 FT NORTHEAST OF THE CENTERLINE OF US 64,
 FA4652'163 FT NORTHWEST OF THE NORTH END OF A HIGHWAY CULVERT, 4.9 FT
 FA4652'SOUTHWEST OF A WITNESS POST--AND 11.6 FT WEST-NORTHWEST OF A
 FA4652'12-INCH PINE, 13.7 FT SOUTH-SOUTHEAST OF AN 8-INCH PINE--BOTH WITH
 FA4652'REFERENCE TAGS.
 FA4652'
 FA4652'MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2695 ***********************************************************************
 AB2695  DESIGNATION -  CAMP
 AB2695  PID         -  AB2695
 AB2695  STATE/COUNTY-  NC/HAYWOOD
 AB2695  USGS QUAD   -  WAYNESVILLE (1979)
 AB2695
 AB2695                         *CURRENT SURVEY CONTROL
 AB2695  ___________________________________________________________________
 AB2695* NAD 83(2001)-  35 29 25.64878(N)    082 58 21.03905(W)     ADJUSTED  
 AB2695* NAVD 88     -       854.3    (meters)    2803.     (feet)  VERTCON   
 AB2695  ___________________________________________________________________
 AB2695  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AB2695  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AB2695  HORZ ORDER  -  SECOND
 AB2695
 AB2695.The horizontal coordinates were established by classical geodetic methods
 AB2695.and adjusted by the National Geodetic Survey in August 2005.
 AB2695
 AB2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2695
 AB2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2695
 AB2695.The geoid height was determined by GEOID03.
 AB2695
 AB2695;                    North         East     Units Scale Factor Converg.
 AB2695;SPC NC       -   200,280.367   249,274.106   MT  0.99988124   -2 17 34.1
 AB2695;SPC NC       -   657,086.50    817,826.80   sFT  0.99988124   -2 17 34.1
 AB2695;UTM  17      - 3,929,223.715   321,074.105   MT  0.99999453   -1 08 43.7
 AB2695
 AB2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2695!SPC NC       -   0.99987043  x   0.99988124  =   0.99975169
 AB2695!UTM  17      -   0.99987043  x   0.99999453  =   0.99986496
 AB2695
 AB2695                          SUPERSEDED SURVEY CONTROL
 AB2695
 AB2695  NAD 83(1995)-  35 29 25.64889(N)    082 58 21.03876(W) AD(       ) 2
 AB2695  NAD 83(1986)-  35 29 25.65460(N)    082 58 21.03895(W) AD(       ) 2
 AB2695  NGVD 29 (04/26/96)  854.3    (m)         2803.     (f) VERT ANG    3  
 AB2695
 AB2695.Superseded values are not recommended for survey control.
 AB2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2695.See file dsdata.txt to determine how the superseded data were derived.
 AB2695
 AB2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2107429224(NAD 83)
 AB2695_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2695_STAMPING: CAMP 1987
 AB2695_MARK LOGO: NCGS  
 AB2695_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2695+STABILITY: SURFACE MOTION
 AB2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2695+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 AB2695
 AB2695  HISTORY     - Date     Condition        Report By
 AB2695  HISTORY     - 1987     MONUMENTED       NCGS
 AB2695  HISTORY     - 20060801 GOOD             NRCS
 AB2695
 AB2695                          STATION DESCRIPTION
 AB2695
 AB2695'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 AB2695'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) EAST OF WAYNESVILLE. PROCEED
 AB2695'ALONG US 23-BUSINESS FOR 1.9 KM (1.2 MI) EAST-NORTHEAST FROM US 276
 AB2695'(IN WAYNESVILLE) TO SR 1818 (RATCLIFFE COVE ROAD), THENCE SOUTHEAST
 AB2695'ALONG SR 1818 FOR 0.8 KM (0.5 MI) TO SR 1812 (RACOON ROAD), THENCE
 AB2695'SOUTH ALONG SR 1812 FOR 0.9 KM (0.6 MI) TO SR 1810 (TEST FARM ROAD),
 AB2695'THENCE WEST-NORTHWEST ALONG SR 1810 FOR 1.1 KM (0.7 MI) TO RIDGECREST
 AB2695'LANE AND STATION. MARK IS FLUSH WITH GROUND. LOCATED 9.75 M (31.99 FT)
 AB2695'EAST-NORTHEAST FROM THE CENTERLINE OF SR 1810, 6.64 M (21.78 FT)
 AB2695'NORTH-NORTHWEST FROM A STONE BARBECUE, 0.3 M (1.0 FT) WEST-SOUTHWEST
 AB2695'OF A ROCK WALL, 4.24 M (13.91 FT) SOUTH-SOUTHEAST OF AN 8 INCH
 AB2695'DOGWOOD, AND 15.73 M (51.61 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 AB2695'OF A FRAME HOUSE. MARK IS 1 FOOT ABOVE ROAD.
 AB2695
 AB2695                          STATION RECOVERY (2006)
 AB2695
 AB2695'RECOVERY NOTE BY NATL RESOUR CONSERV 2006 (RAM)
 AB2695'ADDITIONAL LOCATION DESCRIPTION - APPROX. 1.58M SSE OF FIRE HYDRANT -
 AB2695'1.79M SSE OF WATER VALVE COVER AT FIRE HYDRANT - 1.31M NE OF AN
 AB2695'ADJACENT WATER VALVE COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5955 ***********************************************************************
 AE5955  DESIGNATION -  CAMP
 AE5955  PID         -  AE5955
 AE5955  STATE/COUNTY-  NC/PAMLICO
 AE5955  USGS QUAD   -  VANDEMERE (1993)
 AE5955
 AE5955                         *CURRENT SURVEY CONTROL
 AE5955  ___________________________________________________________________
 AE5955* NAD 83(2001)-  35 09 13.30326(N)    076 44 31.70037(W)     ADJUSTED  
 AE5955* NAVD 88     -         2.097  (meters)       6.88   (feet)  ADJUSTED  
 AE5955  ___________________________________________________________________
 AE5955  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AE5955  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 AE5955  DYNAMIC HT  -           2.095 (meters)       6.87  (feet)  COMP
 AE5955  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 AE5955
 AE5955  HORZ ORDER  -  SECOND
 AE5955  VERT ORDER  -  SECOND    CLASS II
 AE5955
 AE5955.The horizontal coordinates were established by classical geodetic methods
 AE5955.and adjusted by the National Geodetic Survey in August 2005.
 AE5955
 AE5955.The orthometric height was determined by differential leveling
 AE5955.and adjusted in June 1998.
 AE5955
 AE5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5955
 AE5955.The geoid height was determined by GEOID03.
 AE5955
 AE5955.The dynamic height is computed by dividing the NAVD 88
 AE5955.geopotential number by the normal gravity value computed on the
 AE5955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5955.degrees latitude (g = 980.6199 gals.).
 AE5955
 AE5955.The modeled gravity was interpolated from observed gravity values.
 AE5955
 AE5955;                    North         East     Units Scale Factor Converg.
 AE5955;SPC NC       -   158,051.042   815,287.424   MT  0.99987405   +1 18 11.4
 AE5955;SPC NC       -   518,539.13  2,674,822.16   sFT  0.99987405   +1 18 11.4
 AE5955;UTM  18      - 3,891,476.796   341,316.452   MT  0.99991033   -1 00 11.8
 AE5955
 AE5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5955!SPC NC       -   1.00000553  x   0.99987405  =   0.99987958
 AE5955!UTM  18      -   1.00000553  x   0.99991033  =   0.99991586
 AE5955
 AE5955                          SUPERSEDED SURVEY CONTROL
 AE5955
 AE5955  NAD 83(1986)-  35 09 13.31545(N)    076 44 31.71295(W) AD(       ) 2
 AE5955  NGVD 29 (04/29/98)    2.43   (m)            8.0    (f) LEVELING    3  
 AE5955
 AE5955.Superseded values are not recommended for survey control.
 AE5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5955.See file dsdata.txt to determine how the superseded data were derived.
 AE5955
 AE5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4131691477(NAD 83)
 AE5955_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5955_STAMPING: CAMP 1986
 AE5955_MARK LOGO: NCGS  
 AE5955_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5955+STABILITY: SURFACE MOTION
 AE5955
 AE5955  HISTORY     - Date     Condition        Report By
 AE5955  HISTORY     - 1986     MONUMENTED       NCGS
 AE5955
 AE5955                          STATION DESCRIPTION
 AE5955
 AE5955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (HAS)
 AE5955'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) EAST-NORTHEAST OF BAYBORO.
 AE5955'ALONG NC 304 FOR 2.8 KM (1.75 MI) EAST-NORTHEAST OF NC 55 (IN BAYBORO)
 AE5955', OR 0.3 KM (0.20 MI) SOUTHWEST OF SR 1209. MARK IS FLUSH WITH GROUND
 AE5955'AND 1 FOOT (0.3 M) LOWER THAN HIGHWAY. LOCATED 17.98 M (58.99 FT)
 AE5955'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.79 M (87.89 FT)
 AE5955'SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT, 32.98 M (108.20 FT)
 AE5955'SOUTH 0F THE WEST END OF A DRIVEWAY CULVERT, 29.69 M (97.41 FT)
 AE5955'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, AND 19.14 M (62.80 FT)
 AE5955'NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8426 ***********************************************************************
 AF8426  DESIGNATION -  CAMP
 AF8426  PID         -  AF8426
 AF8426  STATE/COUNTY-  NC/HERTFORD
 AF8426  USGS QUAD   -  MURFREESBORO (1973)
 AF8426
 AF8426                         *CURRENT SURVEY CONTROL
 AF8426  ___________________________________________________________________
 AF8426* NAD 83(2001)-  36 29 49.63583(N)    077 00 46.43321(W)     ADJUSTED  
 AF8426* NAVD 88     -        22.5    (meters)      74.     (feet)  VERT ANG  
 AF8426  ___________________________________________________________________
 AF8426  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 AF8426  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AF8426  HORZ ORDER  -  SECOND
 AF8426
 AF8426.The horizontal coordinates were established by classical geodetic methods
 AF8426.and adjusted by the National Geodetic Survey in August 2005.
 AF8426
 AF8426.The orthometric height was determined by vertical angle observations.
 AF8426
 AF8426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8426
 AF8426.The geoid height was determined by GEOID03.
 AF8426
 AF8426;                    North         East     Units Scale Factor Converg.
 AF8426;SPC NC       -   306,546.548   787,641.972   MT  1.00010901   +1 08 48.8
 AF8426;SPC NC       - 1,005,728.13  2,584,122.04   sFT  1.00010901   +1 08 48.8
 AF8426;UTM  18      - 4,040,972.762   319,716.759   MT  1.00000045   -1 11 51.2
 AF8426
 AF8426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8426!SPC NC       -   1.00000200  x   1.00010901  =   1.00011101
 AF8426!UTM  18      -   1.00000200  x   1.00000045  =   1.00000245
 AF8426
 AF8426                          SUPERSEDED SURVEY CONTROL
 AF8426
 AF8426  NAD 83(1986)-  36 29 49.64508(N)    077 00 46.45239(W) AD(       ) 2
 AF8426
 AF8426.Superseded values are not recommended for survey control.
 AF8426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8426.See file dsdata.txt to determine how the superseded data were derived.
 AF8426
 AF8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF1971740973(NAD 83)
 AF8426_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8426_STAMPING: CAMP 1985
 AF8426_MARK LOGO: NCGS  
 AF8426_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8426+STABILITY: SURFACE MOTION
 AF8426
 AF8426  HISTORY     - Date     Condition        Report By
 AF8426  HISTORY     - 1985     MONUMENTED       NCGS
 AF8426
 AF8426                          STATION DESCRIPTION
 AF8426
 AF8426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8426'STATION IS LOCATED IN COMO, ABOUT 6.1 MI (9.8 KM) NORTHEAST OF
 AF8426'MURFREESBORO. ALONG US 258 FOR 5.8 MI (9.3 KM) NORTHEAST FROM THE
 AF8426'JUNCTION WITH US 158 AND NC 11, OR 0.5 MI (0.8 KM) SOUTHWEST OF THE
 AF8426'POST OFFICE IN COMO, IN THE WEST CORNER OF THE YARD OF A LARGE 2-STORY
 AF8426'FRAME HOUSE. MARK IS RECESSED 4 INCHES BELOW GROUND AND 1 FOOT (0.3 M)
 AF8426'LOWER THAN HIGHWAY. LOCATED 25.0 FT (7.6 M) SOUTHEAST OF THE
 AF8426'CENTERLINE OF THE HIGHWAY, 21.0 FT (6.4 M) NORTHEAST OF THE CENTER OF
 AF8426'A GRAVEL FARM ROAD, 120.0 FT (36.6 M) SOUTHWEST OF A 36-INCH BY
 AF8426'24-INCH CONCRETE PET HEADSTONE (NAME PEGGIE ENGRAVED ON IT) ON
 AF8426'SOUTHWEST SIDE OF A DRIVEWAY, 100.5 FT (30.6 M) WEST-NORTHWEST OF THE
 AF8426'SOUTHWEST CORNER OF THE SOUTHWEST BRICK COLUMN OF HOUSE, 33.5 FT (10.2
 AF8426'M) WEST-SOUTHWEST OF A 4-INCH CEDAR--AND 8.3 FT (2.5 M)
 AF8426'NORTH-NORTHEAST OF AN 18-INCH HARDWOOD, 61.4 FT (18.7 M) EAST-SOUTHEST
 AF8426'OF A TELEPHONE PEDESTAL ATTACHED TO A POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8848 ***********************************************************************
 AF8848  DESIGNATION -  CAMP
 AF8848  PID         -  AF8848
 AF8848  STATE/COUNTY-  NC/DARE
 AF8848  USGS QUAD   -  RODANTHE (1983)
 AF8848
 AF8848                         *CURRENT SURVEY CONTROL
 AF8848  ___________________________________________________________________
 AF8848* NAD 83(2001)-  35 32 01.77058(N)    075 28 22.59071(W)     ADJUSTED  
 AF8848* NAVD 88     -         1.2    (meters)       4.     (feet)  VERT ANG  
 AF8848  ___________________________________________________________________
 AF8848  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AF8848  GEOID HEIGHT-         -38.79  (meters)                     GEOID03
 AF8848  HORZ ORDER  -  SECOND
 AF8848
 AF8848.The horizontal coordinates were established by classical geodetic methods
 AF8848.and adjusted by the National Geodetic Survey in August 2005.
 AF8848
 AF8848.The orthometric height was determined by vertical angle observations.
 AF8848
 AF8848.Photographs are available for this station.
 AF8848
 AF8848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8848
 AF8848.The geoid height was determined by GEOID03.
 AF8848
 AF8848;                    North         East     Units Scale Factor Converg.
 AF8848;SPC NC       -   203,562.076   929,370.667   MT  0.99988467   +2 02 08.6
 AF8848;SPC NC       -   667,853.24  3,049,110.26   sFT  0.99988467   +2 02 08.6
 AF8848;UTM  18      - 3,932,347.703   457,125.266   MT  0.99962265   -0 16 29.5
 AF8848
 AF8848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8848!SPC NC       -   1.00000590  x   0.99988467  =   0.99989057
 AF8848!UTM  18      -   1.00000590  x   0.99962265  =   0.99962854
 AF8848
 AF8848                          SUPERSEDED SURVEY CONTROL
 AF8848
 AF8848  NAD 83(1986)-  35 32 01.78358(N)    075 28 22.59553(W) AD(       ) 2
 AF8848
 AF8848.Superseded values are not recommended for survey control.
 AF8848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8848.See file dsdata.txt to determine how the superseded data were derived.
 AF8848
 AF8848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5712532348(NAD 83)
 AF8848_MARKER: DE = TRAVERSE STATION DISK
 AF8848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8848_STAMPING: CAMP 1985
 AF8848_MARK LOGO: NCGS  
 AF8848_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8848+STABILITY: SURFACE MOTION
 AF8848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8848+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8848
 AF8848  HISTORY     - Date     Condition        Report By
 AF8848  HISTORY     - 1985     MONUMENTED       NCGS
 AF8848  HISTORY     - 20000620 GOOD             NCDOT
 AF8848  HISTORY     - 20030821 GOOD             USPSQD
 AF8848
 AF8848                          STATION DESCRIPTION
 AF8848
 AF8848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8848'STATION IS LOCATED IN THE SALVO COMMUNITY. ALONG NC 12 FOR 7.0 KM
 AF8848'(4.35 MI) SOUTH FROM THE CHICAMACOMICO COAST GUARD STATION, OR 0.3 KM
 AF8848'(0.20 MI) SOUTH OF THE CLARK BETHEL METHODIST CHURCH, AND 0.2 KM (0.10
 AF8848'MI) NORTH OF A PARKING AREA. MARK IS LEVEL WITH THE HIGHWAY AND IS
 AF8848'FLUSH WITH THE GROUND. LOCATED 9.7 M (31.8 FT) EAST OF THE CENTERLINE
 AF8848'OF NC 12, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 52.8 M (173.2 FT)
 AF8848'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL (125R61W), AND 45.8 M (150.3
 AF8848'FT) SOUTHEAST OF A POWER POLE (271) WITH A REFERENCE TAG.
 AF8848
 AF8848                          STATION RECOVERY (2000)
 AF8848
 AF8848'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8848'RECOVERED AS DESCRIBED.
 AF8848
 AF8848                          STATION RECOVERY (2003)
 AF8848
 AF8848'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 AF8848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8232 ***********************************************************************
 AI8232  DESIGNATION -  CAMP
 AI8232  PID         -  AI8232
 AI8232  STATE/COUNTY-  NC/HALIFAX
 AI8232  USGS QUAD   -  THELMA (1973)
 AI8232
 AI8232                         *CURRENT SURVEY CONTROL
 AI8232  ___________________________________________________________________
 AI8232* NAD 83(2001)-  36 28 00.57535(N)    077 50 49.74585(W)     ADJUSTED  
 AI8232* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 AI8232  ___________________________________________________________________
 AI8232  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AI8232  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AI8232  HORZ ORDER  -  SECOND
 AI8232
 AI8232.The horizontal coordinates were established by classical geodetic methods
 AI8232.and adjusted by the National Geodetic Survey in August 2005.
 AI8232
 AI8232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8232
 AI8232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8232
 AI8232.The geoid height was determined by GEOID03.
 AI8232
 AI8232;                    North         East     Units Scale Factor Converg.
 AI8232;SPC NC       -   302,002.527   712,937.980   MT  1.00009762   +0 39 55.4
 AI8232;SPC NC       -   990,819.96  2,339,030.69   sFT  1.00009762   +0 39 55.4
 AI8232;UTM  18      - 4,039,497.582   244,882.781   MT  1.00040196   -1 41 35.3
 AI8232
 AI8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8232!SPC NC       -   0.99999138  x   1.00009762  =   1.00008900
 AI8232!UTM  18      -   0.99999138  x   1.00040196  =   1.00039334
 AI8232
 AI8232                          SUPERSEDED SURVEY CONTROL
 AI8232
 AI8232  NAD 83(1986)-  36 28 00.57576(N)    077 50 49.75807(W) AD(       ) 2
 AI8232  NGVD 29 (08/31/00)   89.0    (m)          292.     (f) VERT ANG    3  
 AI8232
 AI8232.Superseded values are not recommended for survey control.
 AI8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8232.See file dsdata.txt to determine how the superseded data were derived.
 AI8232
 AI8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF4488339498(NAD 83)
 AI8232_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8232_STAMPING: CAMP 1984
 AI8232_MARK LOGO: NCGS  
 AI8232_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8232+STABILITY: SURFACE MOTION
 AI8232
 AI8232  HISTORY     - Date     Condition        Report By
 AI8232  HISTORY     - 1984     MONUMENTED       NCGS
 AI8232
 AI8232                          STATION DESCRIPTION
 AI8232
 AI8232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8232'THE STATION IS ABOUT 6.9 KM (4.3 MI) NORTHEAST OF LITTLETON, AND ABOUT
 AI8232'17.2 KM (10.7 MI) WEST OF ROANOKE RAPIDS. ALONG US 158 FOR 7.1 KM (4.4
 AI8232'MI) NORTHEAST OF THE NC 4 INTERSECTION IN LITTLETON, TO STATION ON THE
 AI8232'DITCH BANK BETWEEN A PASTURE FENCE AND HIGHWAY, OR 0.3 KM (0.2 MI)
 AI8232'EAST OF SR 1406 AND SR 1411 CROSSROADS. STATION IS A STANDARD NCGS
 AI8232'HORIZONTAL DISK SET IN TOP OF A CONCRETE MONUMENT. MARK IS ABOUT 3
 AI8232'FEET HIGHER THAN US 158 AND IS FLUSH WITH GROUND LEVEL.  LOCATED 13.26
 AI8232'M (43.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 31.61 M (103.7
 AI8232'FT) SOUTHWEST FROM THE WEST END OF A DRIVEWAY CULVERT, 43.80 M (143.7
 AI8232'FT) EAST FROM THE EAST END OF A DRIVEWAY CULVERT--AND 2.38 M (7.8 FT)
 AI8232'NORTHWEST FROM A FENCE POST, 30.51 M (100.1 FT) WEST FROM A POWER
 AI8232'POLE, 34.41 M (112.9 FT) EAST FROM A POWER POLE--ALL THREE WITH
 AI8232'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ4978 ***********************************************************************
 AJ4978  DESIGNATION -  CAMP
 AJ4978  PID         -  AJ4978
 AJ4978  STATE/COUNTY-  NC/BRUNSWICK
 AJ4978  USGS QUAD   -  HOLDEN BEACH (1990)
 AJ4978
 AJ4978                         *CURRENT SURVEY CONTROL
 AJ4978  ___________________________________________________________________
 AJ4978* NAD 83(2007)-  33 54 21.65607(N)    078 21 06.61660(W)     ADJUSTED  
 AJ4978* NAVD 88     -         2.4    (meters)       8.     (feet)  GPS OBS   
 AJ4978  ___________________________________________________________________
 AJ4978  EPOCH DATE  -        2002.00
 AJ4978  X           -   1,069,885.511 (meters)                     COMP
 AJ4978  Y           -  -5,189,923.631 (meters)                     COMP
 AJ4978  Z           -   3,537,780.463 (meters)                     COMP
 AJ4978  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 AJ4978  ELLIP HEIGHT-         -33.508 (meters)          (02/10/07) ADJUSTED
 AJ4978  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 AJ4978
 AJ4978  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ4978  Type    PID    Designation                      North   East  Ellip
 AJ4978  -------------------------------------------------------------------
 AJ4978  NETWORK AJ4978 CAMP                              0.82   0.73   2.74
 AJ4978  -------------------------------------------------------------------
 AJ4978
 AJ4978.The horizontal coordinates were established by GPS observations
 AJ4978.and adjusted by the National Geodetic Survey in February 2007.
 AJ4978
 AJ4978.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ4978.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ4978.The horizontal coordinates are valid at the epoch date displayed above.
 AJ4978.The epoch date for horizontal control is a decimal equivalence
 AJ4978.of Year/Month/Day.
 AJ4978
 AJ4978.The orthometric height was determined by GPS observations and a
 AJ4978.high-resolution geoid model.
 AJ4978
 AJ4978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4978
 AJ4978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4978
 AJ4978.The ellipsoidal height was determined by GPS observations
 AJ4978.and is referenced to NAD 83.
 AJ4978
 AJ4978.The geoid height was determined by GEOID03.
 AJ4978
 AJ4978;                    North         East     Units Scale Factor Converg.
 AJ4978;SPC NC       -    17,503.955   669,555.707   MT  1.00014569   +0 22 26.8
 AJ4978;SPC NC       -    57,427.56  2,196,700.68   sFT  1.00014569   +0 22 26.8
 AJ4978;UTM  17      - 3,754,893.080   744,854.209   MT  1.00033914   +1 28 40.7
 AJ4978
 AJ4978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4978!SPC NC       -   1.00000526  x   1.00014569  =   1.00015095
 AJ4978!UTM  17      -   1.00000526  x   1.00033914  =   1.00034440
 AJ4978
 AJ4978:                Primary Azimuth Mark                     Grid Az
 AJ4978:SPC NC       -  BOONE 2                                  264 04 57.5
 AJ4978:UTM  17      -  BOONE 2                                  262 58 43.6
 AJ4978
 AJ4978|---------------------------------------------------------------------|
 AJ4978| PID    Reference Object                     Distance      Geod. Az  |
 AJ4978|                                                           dddmmss.s |
 AJ4978| AJ4979 BOONE 2                             483.173 METERS 2642724.3 |
 AJ4978|---------------------------------------------------------------------|
 AJ4978
 AJ4978                          SUPERSEDED SURVEY CONTROL
 AJ4978
 AJ4978  NAD 83(2001)-  33 54 21.65617(N)    078 21 06.61617(W) AD(       ) 1
 AJ4978  ELLIP H (03/13/03)  -33.497  (m)                       GP(       ) 4 2
 AJ4978  NAD 83(1986)-  33 54 21.66535(N)    078 21 06.62538(W) AD(       ) 1
 AJ4978
 AJ4978.Superseded values are not recommended for survey control.
 AJ4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4978.See file dsdata.txt to determine how the superseded data were derived.
 AJ4978
 AJ4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4485454893(NAD 83)
 AJ4978_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ4978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4978_STAMPING: CAMP 1994
 AJ4978_MARK LOGO: NCGS  
 AJ4978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ4978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4978+STABILITY: SURFACE MOTION
 AJ4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4978+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1999
 AJ4978
 AJ4978  HISTORY     - Date     Condition        Report By
 AJ4978  HISTORY     - 1994     MONUMENTED       NCGS
 AJ4978  HISTORY     - 19991020 GOOD             NCGS
 AJ4978
 AJ4978                          STATION DESCRIPTION
 AJ4978
 AJ4978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 AJ4978'STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SHALLOTTE
 AJ4978'ON THE ISLAND OF HOLDEN BEACH.  ALONG OCEAN BLVD FOR 4.85 MI (7.81 KM)
 AJ4978'WEST FROM NC 130, SOUTH OF AIWW BRIDGE, TO BY THE SEA DRIVE, IN
 AJ4978'SOUTHWEST QUADRANT AND IN THE WESTERN EDGE OF A STONE DRIVEWAY TO
 AJ4978'HOUSE NUMBER 1119, ALSO ONE FOOT WEST OF THE NORTHERN PROLONGATION OF
 AJ4978'THE WEST SIDE OF THE HOUSE.  MARK IS ABOUT LEVEL WITH OCEAN BLVD AND
 AJ4978'IS RECESSED 6 INCHES BELOW GROUND.  LOCATED 25.3 FT (7.7 M) SOUTH OF
 AJ4978'THE CENTERLINE OF OCEAN BLVD, 76.5 FT (23.3 M) WEST-SOUTHWEST OF THE
 AJ4978'CENTERLINE INTERSECTION OF OCEAN BLVD/BY THE SEA DRIVE, 109.9 FT (33.5
 AJ4978'M) WEST-SOUTHWEST OF A FIRE HYDRANT IN THE NORTHEAST QUADRANT OF THE
 AJ4978'INTERSECTION, 10.4 FT (3.2 M) NORTH-NORTHEAST OF POWER POLE (25598)
 AJ4978'WITH TRANSFORMER AND REFERENCE TAG, AND 154.1 FT (47.0 M)
 AJ4978'EAST-SOUTHEAST OF A WATER VALVE IN OCEAN BLVD NEAR MARSH WALK STREET.
 AJ4978
 AJ4978                          STATION RECOVERY (1999)
 AJ4978
 AJ4978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL)
 AJ4978'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH9081 ***********************************************************************
 DH9081  DESIGNATION -  CAMP
 DH9081  PID         -  DH9081
 DH9081  STATE/COUNTY-  NC/DURHAM
 DH9081  USGS QUAD   -  ROUGEMONT (1987)
 DH9081
 DH9081                         *CURRENT SURVEY CONTROL
 DH9081  ___________________________________________________________________
 DH9081* NAD 83(2007)-  36 12 09.21715(N)    078 53 19.52651(W)     ADJUSTED  
 DH9081* NAVD 88     -       133.3    (meters)     437.     (feet)  GPS OBS   
 DH9081  ___________________________________________________________________
 DH9081  EPOCH DATE  -        2002.00
 DH9081  X           -     993,026.658 (meters)                     COMP
 DH9081  Y           -  -5,056,247.334 (meters)                     COMP
 DH9081  Z           -   3,746,412.370 (meters)                     COMP
 DH9081  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 DH9081  ELLIP HEIGHT-         102.262 (meters)          (04/10/08) ADJUSTED
 DH9081  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 DH9081  HORZ ORDER  -  FIRST
 DH9081  ELLP ORDER  -  FIFTH     CLASS II
 DH9081
 DH9081.The horizontal coordinates were established by GPS observations
 DH9081.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2008.
 DH9081
 DH9081.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH9081.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH9081.The horizontal coordinates are valid at the epoch date displayed above.
 DH9081.The epoch date for horizontal control is a decimal equivalence
 DH9081.of Year/Month/Day.
 DH9081
 DH9081.The orthometric height was determined by GPS observations and a
 DH9081.high-resolution geoid model.
 DH9081
 DH9081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9081
 DH9081.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9081
 DH9081.The ellipsoidal height was determined by GPS observations
 DH9081.and is referenced to NAD 83.
 DH9081
 DH9081.The geoid height was determined by GEOID03.
 DH9081
 DH9081;                    North         East     Units Scale Factor Converg.
 DH9081;SPC NC       -   272,082.207   619,605.654   MT  1.00001022   +0 03 51.1
 DH9081;SPC NC       -   892,656.37  2,032,822.88   sFT  1.00001022   +0 03 51.1
 DH9081;UTM  17      - 4,008,481.756   689,806.582   MT  1.00004391   +1 14 50.5
 DH9081
 DH9081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9081!SPC NC       -   0.99998395  x   1.00001022  =   0.99999417
 DH9081!UTM  17      -   0.99998395  x   1.00004391  =   1.00002786
 DH9081
 DH9081:                Primary Azimuth Mark                     Grid Az
 DH9081:SPC NC       -  FOREST                                   221 17 55.8
 DH9081:UTM  17      -  FOREST                                   220 06 56.4
 DH9081
 DH9081|---------------------------------------------------------------------|
 DH9081| PID    Reference Object                     Distance      Geod. Az  |
 DH9081|                                                           dddmmss.s |
 DH9081| DH9080 FOREST                              430.353 METERS 2212146.9 |
 DH9081|---------------------------------------------------------------------|
 DH9081
 DH9081                          SUPERSEDED SURVEY CONTROL
 DH9081
 DH9081  NAD 83(1986)-  36 12 09.22394(N)    078 53 19.53994(W) AD(       ) 1
 DH9081  NAD 83(2001)-  36 12 09.21736(N)    078 53 19.52656(W) AD(       ) 1
 DH9081  ELLIP H (03/22/06)  102.262  (m)                       GP(       ) 5 2
 DH9081
 DH9081.Superseded values are not recommended for survey control.
 DH9081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9081.See file dsdata.txt to determine how the superseded data were derived.
 DH9081
 DH9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA8980708482(NAD 83)
 DH9081_MARKER: DH = HORIZONTAL CONTROL DISK
 DH9081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9081_STAMPING: CAMP 1992
 DH9081_MARK LOGO: NCGS  
 DH9081_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH9081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9081+STABILITY: SURFACE MOTION
 DH9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9081+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH9081
 DH9081  HISTORY     - Date     Condition        Report By
 DH9081  HISTORY     - 1992     MONUMENTED       NCGS
 DH9081
 DH9081                          STATION DESCRIPTION
 DH9081
 DH9081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 DH9081'STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST-SOUTHEAST OF ROUGEMONT
 DH9081'AND 14.4 MI (23.2 KM) NORTH OF DURHAM, IN NC STATE HILL DEMONSTRATION
 DH9081'FOREST. PROCEED ALONG SR 1601 (MOORES MILL ROAD) FOR 0.2 MI (0.3 KM)
 DH9081'NORTHEAST FROM US 501 (ROXBORO ROAD), THENCE EAST FOR 0.65 MI (1.05
 DH9081'KM) ALONG SR 1614 (STATE FOREST ROAD), THENCE NORTH FOR 0.3 MI (0.5
 DH9081'KM) ALONG FORESTRY ROAD, TO STATION, IN CENTER OF GRAVELED FORESTRY
 DH9081'ROAD NEAR SLOCUM FORESTRY CAMP HOUSES. NOTE--FOR KEY TO CABLE LOCK
 DH9081'CONTACT LARRY JERVIS AT 919 515 3566. MARK IS ABOUT 1 FOOT (0.3 M)
 DH9081'LOWER THAN ROAD AND IS RECESSED 6 INCHES BELOW THE GROUND. LOCATED
 DH9081'12.6 FT (3.8 M) NORTH OF THE WEST END OF CONCRETE CULVERT, 147.0 FT
 DH9081'(44.8 M) WEST-NORTHWEST OF NORTHWEST CORNER OF A 2 STORY WHITE
 DH9081'HOUSE--AND 25.3 FT (7.7 M) NORTH-NORTHWEST OF A 16-INCH PINE, 40.7 FT
 DH9081'(12.4 M) NORTHEAST OF A 12-INCH PINE, AND 47.6 FT (14.5 M)
 DH9081'WEST-SOUTHWEST OF A 28-INCH TWIN TRUNK LOCUST--ALL THREE WITH
 DH9081'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2223 ***********************************************************************
 EA2223  DESIGNATION -  CAMP 2
 EA2223  PID         -  EA2223
 EA2223  STATE/COUNTY-  NC/ONSLOW
 EA2223  USGS QUAD   -  BROWNS INLET (1988)
 EA2223
 EA2223                         *CURRENT SURVEY CONTROL
 EA2223  ___________________________________________________________________
 EA2223* NAD 83(2001)-  34 36 46.00219(N)    077 12 09.18723(W)     ADJUSTED  
 EA2223* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 EA2223  ___________________________________________________________________
 EA2223  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EA2223  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2223  HORZ ORDER  -  THIRD
 EA2223
 EA2223.The horizontal coordinates were established by classical geodetic methods
 EA2223.and adjusted by the National Geodetic Survey in August 2005.
 EA2223
 EA2223.The orthometric height was scaled from a topographic map.
 EA2223
 EA2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2223
 EA2223.The geoid height was determined by GEOID03.
 EA2223
 EA2223;                    North         East     Units Scale Factor Converg.
 EA2223;SPC NC       -    97,201.867   774,436.355   MT  0.99993433   +1 02 14.8
 EA2223;SPC NC       -   318,903.13  2,540,796.61   sFT  0.99993433   +1 02 14.8
 EA2223;UTM  18      - 3,832,308.525   298,053.476   MT  1.00010269   -1 15 05.5
 EA2223
 EA2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2223!SPC NC       -   1.00000525  x   0.99993433  =   0.99993958
 EA2223!UTM  18      -   1.00000525  x   1.00010269  =   1.00010794
 EA2223
 EA2223|---------------------------------------------------------------------|
 EA2223| PID    Reference Object                     Distance      Geod. Az  |
 EA2223|                                                           dddmmss.s |
 EA2223| EA3256 CAMP 2 RM 1                          10.996 METERS 12902     |
 EA2223| EA3257 CAMP 2 RM 2                          43.112 METERS 21722     |
 EA2223| EA2219 BOGUE SOUND BEACON 29B              APPROX. 2.5 KM 2580905.0 |
 EA2223| EA2229 STILL                               APPROX. 2.2 KM 2771202.3 |
 EA2223| EA2237 BOGUE SOUND BEACON 29               APPROX. 2.2 KM 3560141.6 |
 EA2223|---------------------------------------------------------------------|
 EA2223
 EA2223                          SUPERSEDED SURVEY CONTROL
 EA2223
 EA2223  NAD 83(1986)-  34 36 46.01483(N)    077 12 09.19954(W) AD(       ) 3
 EA2223  NAD 27      -  34 36 45.42500(N)    077 12 10.36300(W) AD(       ) 3
 EA2223
 EA2223.Superseded values are not recommended for survey control.
 EA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2223.See file dsdata.txt to determine how the superseded data were derived.
 EA2223
 EA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD9805332309(NAD 83)
 EA2223_MARKER: DS = TRIANGULATION STATION DISK
 EA2223_SETTING: 0 = UNSPECIFIED SETTING
 EA2223
 EA2223  HISTORY     - Date     Condition        Report By
 EA2223  HISTORY     - 1933     MONUMENTED       CGS
 EA2223  HISTORY     - 1950     SEE DESCRIPTION  CGS
 EA2223  HISTORY     - 1965     MARK NOT FOUND   CGS
 EA2223
 EA2223                          STATION DESCRIPTION
 EA2223
 EA2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HO)
 EA2223'STATION IS LOCATED ABOUT 1-2/3 MILES SW FROM BEAR INLET.  IT IS
 EA2223'ON A SMALL SAND SPIT THAT MAKES OUT INTO THE MARSH WHERE CHANNEL
 EA2223'LEAVES THE BANK AND RUNS NW INTO THE MARSH.  IT IS 7.5 METERS
 EA2223'W OF THE CHANNEL BANK.
 EA2223'
 EA2223'STATION MARK IS A STANDARD DISK STAMPED CAMP 2-1933, SET IN
 EA2223'CEMENT IN THE TOP OF AN 8-INCH VITRIFIED CLAY TILE FILLED WITH
 EA2223'CONCRETE, PROJECTING SLIGHTLY ABOVE GROUND SURFACE, 3-1/2 METERS
 EA2223'S OF HIGH-WATER MARK, AND 12 METERS N OF A SAND RIDGE AT EASTERN
 EA2223'EXTENSION OF A BUSH LINE BORDERING SOUTHERN EDGE OF MARSH.
 EA2223'
 EA2223'REFERENCE MARK NO. 1 IS A STANDARD BRASS DISK STAMPED 1-CAMP
 EA2223'2-1933, SET IN CEMENT IN THE TOP OF AN 8-INCH TILE FILLED WITH
 EA2223'CEMENT, PROJECTING 6 INCHES ABOVE GROUND SURFACE, 1 METER N OF
 EA2223'SAND RIDGE MENTIONED BEFORE, AND 5 METERS W OF HIGH-WATER MARK.
 EA2223'
 EA2223'REFERENCE MARK NO. 2 IS A STANDARD BRASS DISK STAMPED 2-CAMP
 EA2223'2-1933 SET IN CEMENT IN THE TOP OF AN 8-INCH TILE FILLED WITH
 EA2223'CEMENT, PROJECTING 6 INCHES ABOVE GROUND SURFACE, SSW OF STATION
 EA2223'MARK AND ABOUT 10 METERS SE OF NE END OF BUSH LINE BORDERING S
 EA2223'SIDE OF MARSH, AND 1 METER S OF BUSH LINE.
 EA2223'
 EA2223'BOTH STATION AND REFERENCE MARK NO.1 ARE PROBABLY COVERED BY
 EA2223'STORM HIGH WATER BUT NOT BY NORMAL HIGH WATER.
 EA2223
 EA2223                          STATION RECOVERY (1950)
 EA2223
 EA2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2223'THE DISK AND THE TOP PORTION OF THE STATION MONUMENT HAVE BEEN
 EA2223'DESTROYED.  ONLY THE BUTT OF THE MONUMENT REMAINS.  REFERENCE
 EA2223'MARK 1 WAS NOT RECOVERED AND IT IS PROBABLY DESTROYED DUE TO
 EA2223'SHORE EROSION.  REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED IN
 EA2223'GOOD CONDITION.
 EA2223
 EA2223                          STATION RECOVERY (1965)
 EA2223
 EA2223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2223'NOT SEARCHED FOR.  THE ISLAND ON WHICH STATION IS LOCATED IS
 EA2223'AN IMPACT AREA FOR BOMBING AND FIRING OPERATIONS AT CAMP LEJEUNE,
 EA2223'U.S. MARINE CORPS.  MARINE CORPS AUTHORITIES WILL NOT AUTHORIZE
 EA2223'CLEARANCE FOR VISITING THE ISLAND AND SHOULD OCCASION ARISE
 EA2223'WHERE THE STATION HAD TO BE SEARCHED FOR IT IS STRONGLY
 EA2223'RECOMMENDED THAT THE COOPERATION OF THE DEACTIVATING PERSONNEL
 EA2223'OF THE BASE BE SOUGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2038 ***********************************************************************
 EZ2038  DESIGNATION -  CAMP AZ MK
 EZ2038  PID         -  EZ2038
 EZ2038  STATE/COUNTY-  NC/CUMBERLAND
 EZ2038  USGS QUAD   -  MANCHESTER (1987)
 EZ2038
 EZ2038                         *CURRENT SURVEY CONTROL
 EZ2038  ___________________________________________________________________
 EZ2038* NAD 83(1986)-  35 09 03.     (N)    078 57 20.     (W)     SCALED    
 EZ2038* NAVD 88     -        91.159  (meters)     299.08   (feet)  ADJUSTED  
 EZ2038  ___________________________________________________________________
 EZ2038  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 EZ2038  DYNAMIC HT  -          91.075 (meters)     298.80  (feet)  COMP
 EZ2038  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 EZ2038
 EZ2038  VERT ORDER  -  FIRST     CLASS II
 EZ2038
 EZ2038.The horizontal coordinates were scaled from a topographic map and have
 EZ2038.an estimated accuracy of +/- 6 seconds.
 EZ2038
 EZ2038.The orthometric height was determined by differential leveling
 EZ2038.and adjusted in June 1991.
 EZ2038
 EZ2038.The geoid height was determined by GEOID03.
 EZ2038
 EZ2038.The dynamic height is computed by dividing the NAVD 88
 EZ2038.geopotential number by the normal gravity value computed on the
 EZ2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2038.degrees latitude (g = 980.6199 gals.).
 EZ2038
 EZ2038.The modeled gravity was interpolated from observed gravity values.
 EZ2038
 EZ2038;                    North         East    Units  Estimated Accuracy
 EZ2038;SPC NC       -   155,400.      613,650.      MT  (+/- 180 meters Scaled)
 EZ2038
 EZ2038                          SUPERSEDED SURVEY CONTROL
 EZ2038
 EZ2038  NGVD 29 (10/06/93)   91.403  (m)          299.88   (f) ADJUSTED    1 2
 EZ2038
 EZ2038.Superseded values are not recommended for survey control.
 EZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2038.See file dsdata.txt to determine how the superseded data were derived.
 EZ2038
 EZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU862916(NAD 83)
 EZ2038_MARKER: DR = REFERENCE MARK DISK
 EZ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2038_SP_SET: CONCRETE POST
 EZ2038_STAMPING: CAMP AZ MARK 1933
 EZ2038_MARK LOGO: CGS   
 EZ2038_PROJECTION: PROJECTING 20 CENTIMETERS
 EZ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2038+STABILITY: SURFACE MOTION
 EZ2038
 EZ2038  HISTORY     - Date     Condition        Report By
 EZ2038  HISTORY     - 1933     MONUMENTED       CGS
 EZ2038  HISTORY     - 1980     GOOD             NCGS
 EZ2038
 EZ2038                          STATION DESCRIPTION
 EZ2038
 EZ2038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2038'1.4 MI SE FROM SPRING LAKE.
 EZ2038'CONCRETE POST CHIPPED ON EAST SIDE BUT DISK IS SOLID.  1.05 MILES
 EZ2038'SOUTHEAST ALONG N.C. 84-210 FROM INTERSECTION WITH N.C. 24 IN SPRING
 EZ2038'LAKE, ON WEST BANK BETWEEN HIGHWAY AND RAILROAD AND APPROXIMATLEY 200
 EZ2038'FEET NORTH OF A SPEED LIMIT SIGN, 48.2 SLOPE FEET OF NORTHEAST OF EAST
 EZ2038'RAIL OF TRACK, 45.3 FEET SOUTHWEST OF CENTERLINE OF SOUTHBOUND LANES
 EZ2038'OF HIGHWAY, 7.0 FEET NORTH OF A TWIN 8 INCH PINE WITH REFERENCE TAG
 EZ2038'AND 8.2 FEET EAST-SOUTHEAST OF 6 INCH PINE WITH REFERENCE TAG.
 EZ2038'THE MARK IS 6 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4166 ***********************************************************************
 FB4166  DESIGNATION -  CAMP BUC
 FB4166  PID         -  FB4166
 FB4166  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4166  USGS QUAD   -  CASHIERS (1991)
 FB4166
 FB4166                         *CURRENT SURVEY CONTROL
 FB4166  ___________________________________________________________________
 FB4166* NAD 83(2007)-  35 05 07.11937(N)    083 00 50.32531(W)     ADJUSTED  
 FB4166* NAVD 88     -       971.0    (meters)    3186.     (feet)  VERTCON   
 FB4166  ___________________________________________________________________
 FB4166  EPOCH DATE  -        2002.00
 FB4166  X           -     635,594.764 (meters)                     COMP
 FB4166  Y           -  -5,186,965.987 (meters)                     COMP
 FB4166  Z           -   3,646,156.855 (meters)                     COMP
 FB4166  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 FB4166  ELLIP HEIGHT-         941.408 (meters)          (02/10/07) ADJUSTED
 FB4166  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 FB4166
 FB4166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4166  Type    PID    Designation                      North   East  Ellip
 FB4166  -------------------------------------------------------------------
 FB4166  NETWORK FB4166 CAMP BUC                          0.86   1.04   1.82
 FB4166  -------------------------------------------------------------------
 FB4166
 FB4166.The horizontal coordinates were established by GPS observations
 FB4166.and adjusted by the National Geodetic Survey in February 2007.
 FB4166
 FB4166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4166.The horizontal coordinates are valid at the epoch date displayed above.
 FB4166.The epoch date for horizontal control is a decimal equivalence
 FB4166.of Year/Month/Day.
 FB4166
 FB4166.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4166
 FB4166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4166
 FB4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4166
 FB4166.The ellipsoidal height was determined by GPS observations
 FB4166.and is referenced to NAD 83.
 FB4166
 FB4166.The geoid height was determined by GEOID03.
 FB4166
 FB4166;                    North         East     Units Scale Factor Converg.
 FB4166;SPC NC       -   155,524.646   243,697.947   MT  0.99987679   -2 19 00.3
 FB4166;SPC NC       -   510,250.44    799,532.35   sFT  0.99987679   -2 19 00.3
 FB4166;UTM  17      - 3,884,359.013   316,399.072   MT  1.00001546   -1 09 28.6
 FB4166
 FB4166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4166!SPC NC       -   0.99985225  x   0.99987679  =   0.99972906
 FB4166!UTM  17      -   0.99985225  x   1.00001546  =   0.99986771
 FB4166
 FB4166                          SUPERSEDED SURVEY CONTROL
 FB4166
 FB4166  NAD 83(2001)-  35 05 07.11932(N)    083 00 50.32554(W) AD(       ) 1
 FB4166  ELLIP H (03/13/03)  941.416  (m)                       GP(       ) 4 2
 FB4166  NAD 83(1995)-  35 05 07.11978(N)    083 00 50.32535(W) AD(       ) 1
 FB4166  NAD 83(1986)-  35 05 07.12227(N)    083 00 50.32305(W) AD(       ) 2
 FB4166  NAD 83(1986)-  35 05 07.12227(N)    083 00 50.32305(W) AD(       ) 1
 FB4166  NGVD 29 (11/15/93)  971.0    (m)         3186.     (f) GPS OBS     3  
 FB4166
 FB4166.Superseded values are not recommended for survey control.
 FB4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4166.See file dsdata.txt to determine how the superseded data were derived.
 FB4166
 FB4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1639984359(NAD 83)
 FB4166_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4166_SP_SET: CONCRETE POST
 FB4166_STAMPING: CAMP BUC 1990
 FB4166_MARK LOGO: NCGS  
 FB4166_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4166+STABILITY: SURFACE MOTION
 FB4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4166+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 FB4166
 FB4166  HISTORY     - Date     Condition        Report By
 FB4166  HISTORY     - 1990     MONUMENTED       NCGS
 FB4166  HISTORY     - 20030710 GOOD             USPSQD
 FB4166
 FB4166                          STATION DESCRIPTION
 FB4166
 FB4166'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4166'STATION IS LOCATED ABOUT 31.1 KM (19.3 MI) SOUTHWEST OF BREVARD AND
 FB4166'9.4 KM (5.8 MI) SOUTHWEST OF SAPPHIRE, AT THE CAMP BUC PRESBYTERIAN
 FB4166'CHURCH CAMP.
 FB4166'PROCEED ALONG NC 281 SOUTH FOR 8.15 KM (5.06 MI) SOUTHWEST FROM US 64
 FB4166'(AT SAPPHIRE), THENCE WEST ALONG SR 1188 FOR 0.5 KM (0.3 MI) TO SR
 FB4166'1152 (UPPER WHITEWATER ROAD), THENCE NORTH (RIGHT) ALONG SR 1152 FOR
 FB4166'0.3 KM (0.2 MI) TO FORK, THENCE NORTH ALONG RIGHT FORK (ALSO SR 1152)
 FB4166'FOR 2.4 KM (1.5 MI) TO CAMP BUC GATE, CONTINUE THROUGH GATE FOR 0.7
 FB4166'KM (0.4 MI) TO DINING HALL AND STATION.
 FB4166'MARK IS ABOUT LEVEL WITH THE DRIVE AND FLUSH WITH THE GROUND. LOCATED
 FB4166'14.40 M (47.24 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE DRIVE,
 FB4166'24.40 M (80.05 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF DINING
 FB4166'HALL, AND 30.25 M (99.25 FT) NORTHWEST OF UTILITY POLE NUMBER 658/23
 FB4166'WITH TRANSFORMER AND REFERENCE TAG.
 FB4166
 FB4166                          STATION RECOVERY (2003)
 FB4166
 FB4166'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 FB4166'THE DESCRIPTION CALLS OUT DINNING HALL. IT IS NOW CALLED THE LODGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4167 ***********************************************************************
 FB4167  DESIGNATION -  CAMP BUC AZ MK
 FB4167  PID         -  FB4167
 FB4167  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4167  USGS QUAD   -  CASHIERS (1991)
 FB4167
 FB4167                         *CURRENT SURVEY CONTROL
 FB4167  ___________________________________________________________________
 FB4167* NAD 83(2001)-  35 05 04.43376(N)    083 00 45.97856(W)     ADJUSTED  
 FB4167* NAVD 88     -       966.7    (meters)    3172.     (feet)  VERTCON   
 FB4167  ___________________________________________________________________
 FB4167  LAPLACE CORR-          -8.41  (seconds)                    DEFLEC99
 FB4167  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 FB4167  HORZ ORDER  -  SECOND
 FB4167
 FB4167.The horizontal coordinates were established by classical geodetic methods
 FB4167.and adjusted by the National Geodetic Survey in August 2005.
 FB4167
 FB4167.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4167
 FB4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4167
 FB4167.The geoid height was determined by GEOID03.
 FB4167
 FB4167;                    North         East     Units Scale Factor Converg.
 FB4167;SPC NC       -   155,437.510   243,804.608   MT  0.99987683   -2 18 57.8
 FB4167;SPC NC       -   509,964.56    799,882.28   sFT  0.99987683   -2 18 57.8
 FB4167;UTM  17      - 3,884,274.041   316,507.489   MT  1.00001497   -1 09 26.0
 FB4167
 FB4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4167!SPC NC       -   0.99985292  x   0.99987683  =   0.99972976
 FB4167!UTM  17      -   0.99985292  x   1.00001497  =   0.99986788
 FB4167
 FB4167                          SUPERSEDED SURVEY CONTROL
 FB4167
 FB4167  NAD 83(1995)-  35 05 04.43422(N)    083 00 45.97837(W) AD(       ) 2
 FB4167  NAD 83(1986)-  35 05 04.43665(N)    083 00 45.97602(W) AD(       ) 2
 FB4167  NGVD 29 (11/15/93)  966.7    (m)         3172.     (f) VERT ANG    3  
 FB4167
 FB4167.Superseded values are not recommended for survey control.
 FB4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4167.See file dsdata.txt to determine how the superseded data were derived.
 FB4167
 FB4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU1650784274(NAD 83)
 FB4167_MARKER: DZ = AZIMUTH MARK DISK
 FB4167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4167_SP_SET: CONCRETE POST
 FB4167_STAMPING: CAMP BUC 1990
 FB4167_MARK LOGO: NCGS  
 FB4167_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4167+STABILITY: SURFACE MOTION
 FB4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4167+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 FB4167
 FB4167  HISTORY     - Date     Condition        Report By
 FB4167  HISTORY     - 1990     MONUMENTED       NCGS
 FB4167  HISTORY     - 20030710 GOOD             USPSQD
 FB4167
 FB4167                          STATION DESCRIPTION
 FB4167
 FB4167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4167'STATION IS LOCATED ABOUT 31.1 KM (19.3 MI) SOUTHWEST OF BREVARD AND
 FB4167'9.4 KM (5.8 MI) SOUTHWEST OF SAPPHIRE, AT THE CAMP BUC PRESBYTERIAN
 FB4167'CHURCH CAMP.
 FB4167'PROCEED ALONG NC 281 SOUTH FOR 8.15 KM (5.06 MI) SOUTHWEST FROM US 64
 FB4167'(AT SAPPHIRE), THENCE WEST FOR 0.5 KM (0.3 MI) ALONG SR 1188
 FB4167'(WHITEWATER ROAD), THENCE NORTH (RIGHT) ALONG SR 1152 (UPPER
 FB4167'WHITEWATER ROAD) FOR 0.3 KM (0.2 MI) TO FORK, THENCE NORTH ALONG
 FB4167'RIGHT FORK (SR 1152) FOR 2.4 KM (1.5 MI) TO CAMP BUC GATE, CONTINUE
 FB4167'THROUGH GATE FOR 0.55 KM (0.34 MI) TO ROAD INTERSECTION AND STATION.
 FB4167'MARK IS ABOUT LEVEL WITH THE DRIVE AND FLUSH WITH THE GROUND. LOCATED
 FB4167'11.40 M (37.40 FT) EAST-NORTHEAST OF THE CENTERLINE OF GRAVEL
 FB4167'ENTRANCE ROAD, 4.70 M (15.42 FT) SOUTHWEST OF THE CENTERLINE OF A
 FB4167'GRAVEL DRIVE, 6.60 M (21.65 FT) NORTHEAST OF THE EASTERN POST OF
 FB4167'CAMP BUC SIGN, AND 5.20 M (17.06 FT) NORTHEAST OF A TELEPHONE POLE
 FB4167'WITH A PEDESTAL AND REFERENCE TAG.
 FB4167
 FB4167                          STATION RECOVERY (2003)
 FB4167
 FB4167'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 FB4167'CAMP BUC SIGN IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4168 ***********************************************************************
 FB4168  DESIGNATION -  CAMP CAROLINA
 FB4168  PID         -  FB4168
 FB4168  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4168  USGS QUAD   -  PISGAH FOREST (1978)
 FB4168
 FB4168                         *CURRENT SURVEY CONTROL
 FB4168  ___________________________________________________________________
 FB4168* NAD 83(2007)-  35 16 03.27064(N)    082 43 56.25776(W)     ADJUSTED  
 FB4168* NAVD 88     -       686.9    (meters)    2254.     (feet)  VERTCON   
 FB4168  ___________________________________________________________________
 FB4168  EPOCH DATE  -        2002.00
 FB4168  X           -     659,584.569 (meters)                     COMP
 FB4168  Y           -  -5,171,990.788 (meters)                     COMP
 FB4168  Z           -   3,662,523.450 (meters)                     COMP
 FB4168  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 FB4168  ELLIP HEIGHT-         657.032 (meters)          (02/10/07) ADJUSTED
 FB4168  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB4168
 FB4168  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4168  Type    PID    Designation                      North   East  Ellip
 FB4168  -------------------------------------------------------------------
 FB4168  NETWORK FB4168 CAMP CAROLINA                     2.08   1.39   2.82
 FB4168  -------------------------------------------------------------------
 FB4168
 FB4168.The horizontal coordinates were established by GPS observations
 FB4168.and adjusted by the National Geodetic Survey in February 2007.
 FB4168
 FB4168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4168.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4168.The horizontal coordinates are valid at the epoch date displayed above.
 FB4168.The epoch date for horizontal control is a decimal equivalence
 FB4168.of Year/Month/Day.
 FB4168
 FB4168.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4168
 FB4168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4168
 FB4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4168
 FB4168.The ellipsoidal height was determined by GPS observations
 FB4168.and is referenced to NAD 83.
 FB4168
 FB4168.The geoid height was determined by GEOID03.
 FB4168
 FB4168;                    North         East     Units Scale Factor Converg.
 FB4168;SPC NC       -   174,727.035   270,123.040   MT  0.99987263   -2 09 15.0
 FB4168;SPC NC       -   573,250.28    886,228.67   sFT  0.99987263   -2 09 15.0
 FB4168;UTM  17      - 3,904,092.365   342,433.559   MT  0.99990597   -1 00 01.5
 FB4168
 FB4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4168!SPC NC       -   0.99989688  x   0.99987263  =   0.99976952
 FB4168!UTM  17      -   0.99989688  x   0.99990597  =   0.99980286
 FB4168
 FB4168                          SUPERSEDED SURVEY CONTROL
 FB4168
 FB4168  NAD 83(2001)-  35 16 03.27047(N)    082 43 56.25826(W) AD(       ) 1
 FB4168  ELLIP H (03/13/03)  657.050  (m)                       GP(       ) 4 2
 FB4168  NAD 83(1995)-  35 16 03.27118(N)    082 43 56.25794(W) AD(       ) 1
 FB4168  NAD 83(1986)-  35 16 03.27531(N)    082 43 56.25665(W) AD(       ) 2
 FB4168  NAD 83(1986)-  35 16 03.27531(N)    082 43 56.25665(W) AD(       ) 1
 FB4168  NGVD 29 (11/15/93)  686.9    (m)         2254.     (f) GPS OBS     3  
 FB4168
 FB4168.Superseded values are not recommended for survey control.
 FB4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4168.See file dsdata.txt to determine how the superseded data were derived.
 FB4168
 FB4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4243404092(NAD 83)
 FB4168_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4168_SP_SET: CONCRETE POST
 FB4168_STAMPING: CAMP CAROLINA 1990
 FB4168_MARK LOGO: NCGS  
 FB4168_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4168+STABILITY: SURFACE MOTION
 FB4168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4168+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4168
 FB4168  HISTORY     - Date     Condition        Report By
 FB4168  HISTORY     - 1990     MONUMENTED       NCGS
 FB4168
 FB4168                          STATION DESCRIPTION
 FB4168
 FB4168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4168'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF BREVARD AND 3.8 KM
 FB4168'(2.4 MI) NORTHWEST OF PISGAH FOREST, AT CAMP CAROLINA.
 FB4168'PROCEED ALONG US 64-276 FOR 1.55 KM (0.96 MI) SOUTHWEST FROM NC 280
 FB4168'(AT PISGAH FOREST), THENCE WEST ALONG SR 1359 (LAMBS CREEK ROAD) FOR
 FB4168'1.7 KM (1.1 MI) TO CAMP AND STATION AT SOUTH END OF LAKE.
 FB4168'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4168'73.50 M (241.14 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD OVER
 FB4168'A DOUBLE CULVERT, 6.22 M (20.41 FT) NORTH OF THE NORTHMOST CORNER OF
 FB4168'SWIMMING PLATFORM, 32.80 M (107.61 FT) WEST OF A 3-INCH WHITE PINE,
 FB4168'AND 10.90 M (35.76 FT) EAST-SOUTHEAST OF DINNER BELL POST WITH A
 FB4168'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4169 ***********************************************************************
 FB4169  DESIGNATION -  CAMP CAROLINA AZ MK
 FB4169  PID         -  FB4169
 FB4169  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4169  USGS QUAD   -  PISGAH FOREST (1978)
 FB4169
 FB4169                         *CURRENT SURVEY CONTROL
 FB4169  ___________________________________________________________________
 FB4169* NAD 83(2001)-  35 16 05.11378(N)    082 43 50.43261(W)     ADJUSTED  
 FB4169* NAVD 88     -       683.9    (meters)    2244.     (feet)  VERTCON   
 FB4169  ___________________________________________________________________
 FB4169  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 FB4169  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 FB4169  HORZ ORDER  -  SECOND
 FB4169
 FB4169.The horizontal coordinates were established by classical geodetic methods
 FB4169.and adjusted by the National Geodetic Survey in August 2005.
 FB4169
 FB4169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4169
 FB4169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4169
 FB4169.The geoid height was determined by GEOID03.
 FB4169
 FB4169;                    North         East     Units Scale Factor Converg.
 FB4169;SPC NC       -   174,778.257   270,272.282   MT  0.99987263   -2 09 11.6
 FB4169;SPC NC       -   573,418.33    886,718.31   sFT  0.99987263   -2 09 11.6
 FB4169;UTM  17      - 3,904,146.584   342,581.744   MT  0.99990540   -0 59 58.2
 FB4169
 FB4169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4169!SPC NC       -   0.99989735  x   0.99987263  =   0.99976999
 FB4169!UTM  17      -   0.99989735  x   0.99990540  =   0.99980276
 FB4169
 FB4169                          SUPERSEDED SURVEY CONTROL
 FB4169
 FB4169  NAD 83(1995)-  35 16 05.11448(N)    082 43 50.43229(W) AD(       ) 2
 FB4169  NAD 83(1986)-  35 16 05.11861(N)    082 43 50.43095(W) AD(       ) 2
 FB4169  NGVD 29 (11/15/93)  683.9    (m)         2244.     (f) VERT ANG    3  
 FB4169
 FB4169.Superseded values are not recommended for survey control.
 FB4169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4169.See file dsdata.txt to determine how the superseded data were derived.
 FB4169
 FB4169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4258204147(NAD 83)
 FB4169_MARKER: DZ = AZIMUTH MARK DISK
 FB4169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4169_SP_SET: CONCRETE POST
 FB4169_STAMPING: CAMP CAROLINA 1990
 FB4169_MARK LOGO: NCGS  
 FB4169_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4169+STABILITY: SURFACE MOTION
 FB4169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4169+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4169
 FB4169  HISTORY     - Date     Condition        Report By
 FB4169  HISTORY     - 1990     MONUMENTED       NCGS
 FB4169
 FB4169                          STATION DESCRIPTION
 FB4169
 FB4169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4169'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF BREVARD AND 3.8 KM
 FB4169'(2.4 MI) NORTHWEST OF PISGAH FOREST, AT CAMP CAROLINA.
 FB4169'PROCEED ALONG US 64-276 FOR 1.55 KM (0.96 MI) SOUTHWEST FROM NC 280
 FB4169'(AT PISGAH FOREST), THENCE WEST ALONG SR 1359 (LAMBS CREEK ROAD) FOR
 FB4169'1.55 KM (0.96 MI) TO CAMP ENTRANCE AND STATION.
 FB4169'MARK IS ABOUT 4 FEET HIGHER THAN ROAD AND FLUSH WITH GROUND. LOCATED
 FB4169'9.90 M (32.48 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 FB4169'15.90 M (52.17 FT) SOUTHWEST OF THE CENTERLINE OF SR 1359 AT THE
 FB4169'INTERSECTION OF BACK COUNTRY ROAD, 2.20 M (7.22 FT) SOUTH-SOUTHEAST
 FB4169'OF A 3-INCH MAGNOLIA--AND 16.60 M (54.46 FT) WEST-SOUTHWEST OF AN
 FB4169'8-INCH MAPLE, 3.90 M (12.80 FT) SOUTH-SOUTHWEST OF CAMP CAROLNA
 FB4169'SIGN POST--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3672 ***********************************************************************
 GA3672  DESIGNATION -  CAMP CREEK
 GA3672  PID         -  GA3672
 GA3672  STATE/COUNTY-  NC/MADISON
 GA3672  USGS QUAD   -  GREYSTONE (1978)
 GA3672
 GA3672                         *CURRENT SURVEY CONTROL
 GA3672  ___________________________________________________________________
 GA3672* NAD 83(2001)-  36 01 24.29456(N)    082 42 55.24135(W)     ADJUSTED  
 GA3672* NAVD 88     -      1476.2    (meters)    4843.     (feet)  VERTCON   
 GA3672  ___________________________________________________________________
 GA3672  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 GA3672  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3672  HORZ ORDER  -  SECOND
 GA3672
 GA3672.The horizontal coordinates were established by classical geodetic methods
 GA3672.and adjusted by the National Geodetic Survey in August 2005.
 GA3672
 GA3672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GA3672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GA3672
 GA3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3672
 GA3672.The geoid height was determined by GEOID03.
 GA3672
 GA3672;                    North         East     Units Scale Factor Converg.
 GA3672;SPC NC       -   258,464.676   274,801.594   MT  0.99996317   -2 08 39.8
 GA3672;SPC NC       -   847,979.52    901,578.23   sFT  0.99996317   -2 08 39.8
 GA3672;SPC TN       -   192,481.106   895,999.809   MT  0.99995384   +1 55 22.7
 GA3672;SPC TN       -   631,498.43  2,939,626.04   sFT  0.99995384   +1 55 22.7
 GA3672;UTM  17      - 3,987,906.479   345,438.583   MT  0.99989436   -1 00 32.5
 GA3672
 GA3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GA3672!SPC NC       -   0.99977317  x   0.99996317  =   0.99973635
 GA3672!SPC TN       -   0.99977317  x   0.99995384  =   0.99972702
 GA3672!UTM  17      -   0.99977317  x   0.99989436  =   0.99966755
 GA3672
 GA3672:                Primary Azimuth Mark                     Grid Az
 GA3672:SPC NC       -  CHAPEL HILL BAPTIST CH SPIRE             178 36 29.6
 GA3672:SPC TN       -  CHAPEL HILL BAPTIST CH SPIRE             174 32 27.1
 GA3672:UTM  17      -  CHAPEL HILL BAPTIST CH SPIRE             177 28 22.3
 GA3672
 GA3672|---------------------------------------------------------------------|
 GA3672| PID    Reference Object                     Distance      Geod. Az  |
 GA3672|                                                           dddmmss.s |
 GA3672| FB3981 CHAPEL HILL BAPTIST CH SPIRE                       1762749.8 |
 GA3672|---------------------------------------------------------------------|
 GA3672
 GA3672                          SUPERSEDED SURVEY CONTROL
 GA3672
 GA3672  NAD 83(1995)-  36 01 24.29528(N)    082 42 55.24278(W) AD(       ) 2
 GA3672  NAD 83(1993)-  36 01 24.30833(N)    082 42 55.25778(W) AD(       ) 2
 GA3672  NAD 83(1993)-  36 01 24.30833(N)    082 42 55.25781(W) AD(       ) 2
 GA3672  NAD 83(1986)-  36 01 24.30830(N)    082 42 55.25761(W) AD(       ) 2
 GA3672  NGVD 29 (02/22/93) 1476.3    (m)         4843.     (f) VERT ANG    3  
 GA3672
 GA3672.Superseded values are not recommended for survey control.
 GA3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3672.See file dsdata.txt to determine how the superseded data were derived.
 GA3672
 GA3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4543987906(NAD 83)
 GA3672_MARKER: DE = TRAVERSE STATION DISK
 GA3672_SETTING: 66 = SET IN ROCK OUTCROP
 GA3672_SP_SET: CONCRETE IN ROCK OUTCROP
 GA3672_STAMPING: CAMP CREEK 1982
 GA3672_MARK LOGO: NCGS  
 GA3672_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GA3672+STABILITY: POSITION/ELEVATION WELL
 GA3672
 GA3672  HISTORY     - Date     Condition        Report By
 GA3672  HISTORY     - 1982     MONUMENTED       NCGS
 GA3672
 GA3672                          STATION DESCRIPTION
 GA3672
 GA3672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 GA3672'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTH OF GUNTERTOWN AND
 GA3672'17.4 KM (10.8 MI) NORTHEAST OF HOT SPRINGS.
 GA3672'PROCEED WEST ALONG TENNESSEE 70 FOR 0.5 KM (0.3 MI) FROM THE
 GA3672'NC/TENNESSE STATE LINE AND NC 208 (IN NORTHWEST MADISON COUNTY), TO
 GA3672'PAINT CREEK ROAD ON THE RIGHT, THENCE NORTHEAST ALONG PAINT CREEK ROAD
 GA3672'FOR 13.4 KM (8.3 MI) TO THE VIKING MOUNTAIN DEVELOPMENT AND A DIRT
 GA3672'ROAD ON THE RIGHT.  THENCE EAST ALONG THE DIRT ROAD FOR 1.4 KM
 GA3672'(0.9 MI) TO A LOOKOUT TOWER AND THE STATION UNDER THE CENTER OF THE
 GA3672'TOWER.
 GA3672'THE STATION IS A STANDARD NCGS DISK STAMPED---CAMP CREEK 1982---, SET
 GA3672'INTO A DRILLED HOLE IN A ROCK OUTCROP.  LOCATED 3.3 METERS (10.8 FT)
 GA3672'NORTHEAST OF THE SOUTHWEST CORNER LEG OF THE LOOKOUT TOWER, 3.3 METERS
 GA3672'(10.8 FT) NORTHWEST OF THE SOUTHEAST CORNER LEG OF THE TOWER, 3.3
 GA3672'METERS (10.8 FT) SOUTHEAST OF THE NORTHWEST CORNER LEG OF THE TOWER,
 GA3672'3.3 METERS (10.8 FT) SOUTHWEST OF THE NORTHEAST CORNER LEG OF THE
 GA3672'TOWER, 4.0 METERS (13.2 FT) WEST OF THE NORTHWEST CORNER OF A BLOCK
 GA3672'BUILDING, AND 16.5 METERS (54.0 FT) SOUTH-SOUTHWEST OF A POWER POLE
 GA3672'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8936 ***********************************************************************
 AI8936  DESIGNATION -  CAMP CREEK
 AI8936  PID         -  AI8936
 AI8936  STATE/COUNTY-  NC/BURKE
 AI8936  USGS QUAD   -  LINVILLE FALLS (1994)
 AI8936
 AI8936                         *CURRENT SURVEY CONTROL
 AI8936  ___________________________________________________________________
 AI8936* NAD 83(2007)-  35 58 53.13170(N)    081 54 49.60170(W)     ADJUSTED  
 AI8936* NAVD 88     -      1055.7    (meters)    3464.     (feet)  GPS OBS   
 AI8936  ___________________________________________________________________
 AI8936  EPOCH DATE  -        2002.00
 AI8936  X           -     726,952.659 (meters)                     COMP
 AI8936  Y           -  -5,116,655.891 (meters)                     COMP
 AI8936  Z           -   3,727,126.068 (meters)                     COMP
 AI8936  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AI8936  ELLIP HEIGHT-        1024.605 (meters)          (02/10/07) ADJUSTED
 AI8936  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AI8936
 AI8936  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8936  Type    PID    Designation                      North   East  Ellip
 AI8936  -------------------------------------------------------------------
 AI8936  NETWORK AI8936 CAMP CREEK                        0.76   0.61   1.45
 AI8936  -------------------------------------------------------------------
 AI8936
 AI8936.The horizontal coordinates were established by GPS observations
 AI8936.and adjusted by the National Geodetic Survey in February 2007.
 AI8936
 AI8936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8936.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8936.The horizontal coordinates are valid at the epoch date displayed above.
 AI8936.The epoch date for horizontal control is a decimal equivalence
 AI8936.of Year/Month/Day.
 AI8936
 AI8936.The orthometric height was determined by GPS observations and a
 AI8936.high-resolution geoid model.
 AI8936
 AI8936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8936
 AI8936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8936
 AI8936.The ellipsoidal height was determined by GPS observations
 AI8936.and is referenced to NAD 83.
 AI8936
 AI8936.The geoid height was determined by GEOID03.
 AI8936
 AI8936;                    North         East     Units Scale Factor Converg.
 AI8936;SPC NC       -   251,395.881   346,872.565   MT  0.99995356   -1 40 54.3
 AI8936;SPC NC       -   824,787.99  1,138,031.07   sFT  0.99995356   -1 40 54.3
 AI8936;UTM  17      - 3,982,274.228   417,622.939   MT  0.99968361   -0 32 12.8
 AI8936
 AI8936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8936!SPC NC       -   0.99983921  x   0.99995356  =   0.99979278
 AI8936!UTM  17      -   0.99983921  x   0.99968361  =   0.99952288
 AI8936
 AI8936                          SUPERSEDED SURVEY CONTROL
 AI8936
 AI8936  NAD 83(2001)-  35 58 53.13193(N)    081 54 49.60157(W) AD(       ) 1
 AI8936  ELLIP H (03/13/03) 1024.634  (m)                       GP(       ) 4 2
 AI8936  NAD 83(1986)-  35 58 53.14098(N)    081 54 49.60528(W) AD(       ) 1
 AI8936
 AI8936.Superseded values are not recommended for survey control.
 AI8936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8936.See file dsdata.txt to determine how the superseded data were derived.
 AI8936
 AI8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1762382274(NAD 83)
 AI8936_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8936_SETTING: 66 = SET IN ROCK OUTCROP
 AI8936_STAMPING: CAMP CREEK 1996
 AI8936_MARK LOGO: NCGS  
 AI8936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI8936+STABILITY: POSITION/ELEVATION WELL
 AI8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8936+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8936
 AI8936  HISTORY     - Date     Condition        Report By
 AI8936  HISTORY     - 1996     MONUMENTED       NCGS
 AI8936
 AI8936                          STATION DESCRIPTION
 AI8936
 AI8936'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8936'STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) NORTHEAST OF LINVILLE FALLS
 AI8936'AND 20.7 MI (33.3 KM) NORTHWEST OF MORGANTON.
 AI8936'ALONG THE BLUE RIDGE PARKWAY FOR 2.65 MI (4.26 KM) NORTHEAST FROM US
 AI8936'221 NEAR LINVILLE FALLS, TO STATION.
 AI8936'MARK IS ABOUT 5-FEET HIGHER THAN PARKWAY.  LOCATED 80.0 FT (24.4 M)
 AI8936'NORTHWEST OF THE CENTERLINE OF PARKWAY, 55.5 FT (16.9 M) NORTHWEST OF
 AI8936'A FENCE POST, 112.2 FT (34.2 M) WEST OF A FENCE POST, AND 116.2 FT
 AI8936'(35.4 M) NORTH-NORTHEAST OF A FENCE POST---ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8949 ***********************************************************************
 AI8949  DESIGNATION -  CAMP CREEK AZ MK
 AI8949  PID         -  AI8949
 AI8949  STATE/COUNTY-  NC/BURKE
 AI8949  USGS QUAD   -  LINVILLE FALLS (1994)
 AI8949
 AI8949                         *CURRENT SURVEY CONTROL
 AI8949  ___________________________________________________________________
 AI8949* NAD 83(2001)-  35 58 47.84373(N)    081 54 54.25240(W)     ADJUSTED  
 AI8949* NAVD 88     -      1052.2    (meters)    3452.     (feet)  VERT ANG  
 AI8949  ___________________________________________________________________
 AI8949  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 AI8949  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 AI8949  HORZ ORDER  -  SECOND
 AI8949
 AI8949.The horizontal coordinates were established by classical geodetic methods
 AI8949.and adjusted by the National Geodetic Survey in August 2005.
 AI8949
 AI8949.The orthometric height was determined by vertical angle observations.
 AI8949
 AI8949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8949
 AI8949.The geoid height was determined by GEOID03.
 AI8949
 AI8949;                    North         East     Units Scale Factor Converg.
 AI8949;SPC NC       -   251,236.393   346,751.330   MT  0.99995324   -1 40 57.0
 AI8949;SPC NC       -   824,264.73  1,137,633.32   sFT  0.99995324   -1 40 57.0
 AI8949;UTM  17      - 3,982,112.394   417,504.946   MT  0.99968385   -0 32 15.5
 AI8949
 AI8949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8949!SPC NC       -   0.99983976  x   0.99995324  =   0.99979301
 AI8949!UTM  17      -   0.99983976  x   0.99968385  =   0.99952366
 AI8949
 AI8949                          SUPERSEDED SURVEY CONTROL
 AI8949
 AI8949  NAD 83(1986)-  35 58 47.85277(N)    081 54 54.25611(W) AD(       ) 2
 AI8949
 AI8949.Superseded values are not recommended for survey control.
 AI8949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8949.See file dsdata.txt to determine how the superseded data were derived.
 AI8949
 AI8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1750582112(NAD 83)
 AI8949_MARKER: DZ = AZIMUTH MARK DISK
 AI8949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8949_STAMPING: CAMP CREEK 1996
 AI8949_MARK LOGO: NCGS  
 AI8949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8949+STABILITY: SURFACE MOTION
 AI8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8949+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8949
 AI8949  HISTORY     - Date     Condition        Report By
 AI8949  HISTORY     - 1996     MONUMENTED       NCGS
 AI8949
 AI8949                          STATION DESCRIPTION
 AI8949
 AI8949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8949'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTHEAST OF LINVILLE FALLS
 AI8949'AND 20.7 MI (33.3 KM) NORTHWEST OF MORGANTON.
 AI8949'ALONG THE BLUE RIDGE PARKWAY FOR 2.55 MI (4.10 KM) NORTHEAST FROM US
 AI8949'221, NEAR LINVILLE FALLS, TO MILE MARKER 315 AND STATION.
 AI8949'MARK IS ABOUT 1-FOOT LOWER THAN PARKWAY AND RECESSED 2-INCHES BELOW
 AI8949'SURFACE.  LOCATED 21.O FT SOUTHEAST OF THE CENTERLINE OF PARKWAY, 31.7
 AI8949'FT (9.7 M) NORTHEAST OF THE EAST END OF ROCK RETAINING WALL, AND 43.7
 AI8949'FT (13.3 M) EAST-SOUTHEAST OF MILE MARKER 315.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 GA3398 ***********************************************************************
 GA3398  DESIGNATION -  CAMP CREEK BALD FIRE LOT
 GA3398  PID         -  GA3398
 GA3398  STATE/COUNTY-  NC/MADISON
 GA3398  USGS QUAD   -  GREYSTONE (1978)
 GA3398
 GA3398                         *CURRENT SURVEY CONTROL
 GA3398  ___________________________________________________________________
 GA3398* NAD 83(2001)-  36 01 24.29483(N)    082 42 55.24758(W)     ADJUSTED  
 GA3398* NAVD 88     -              **(meters)            **(feet)            
 GA3398  ___________________________________________________________________
 GA3398  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 GA3398  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 GA3398  HORZ ORDER  -  THIRD
 GA3398
 GA3398.The horizontal coordinates were established by classical geodetic methods
 GA3398.and adjusted by the National Geodetic Survey in August 2005.
 GA3398
 GA3398
 GA3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 GA3398
 GA3398.The geoid height was determined by GEOID03.
 GA3398
 GA3398;                    North         East     Units Scale Factor Converg.
 GA3398;SPC NC       -   258,464.690   274,801.439   MT  0.99996317   -2 08 39.8
 GA3398;SPC NC       -   847,979.57    901,577.72   sFT  0.99996317   -2 08 39.8
 GA3398;SPC TN       -   192,481.109   895,999.653   MT  0.99995384   +1 55 22.7
 GA3398;SPC TN       -   631,498.44  2,939,625.53   sFT  0.99995384   +1 55 22.7
 GA3398;UTM  17      - 3,987,906.490   345,438.428   MT  0.99989436   -1 00 32.5
 GA3398
 GA3398                          SUPERSEDED SURVEY CONTROL
 GA3398
 GA3398  NAD 83(1995)-  36 01 24.29609(N)    082 42 55.24837(W) AD(       ) 4
 GA3398  NAD 83(1993)-  36 01 24.30754(N)    082 42 55.25823(W) AD(       ) 4
 GA3398  NAD 83(1993)-  36 01 24.30969(N)    082 42 55.26293(W) AD(       ) 4
 GA3398  NAD 83(1986)-  36 01 24.32187(N)    082 42 55.26339(W) AD(       ) 4
 GA3398  NAD 27      -  36 01 23.92200(N)    082 42 55.73300(W) AD(       ) 3
 GA3398
 GA3398.Superseded values are not recommended for survey control.
 GA3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GA3398.See file dsdata.txt to determine how the superseded data were derived.
 GA3398
 GA3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4543887906(NAD 83)
 GA3398_MARKER: 57 = LOOKOUT TOWER
 GA3398_MARK LOGO: NCGS  
 GA3398_MAGNETIC: N = NO MAGNETIC MATERIAL
 GA3398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GA3398
 GA3398  HISTORY     - Date     Condition        Report By
 GA3398  HISTORY     - 1934     FIRST OBSERVED   NCGS
 GA3398  HISTORY     - 19820101 GOOD             NCGS
 GA3398
 GA3398                          STATION DESCRIPTION
 GA3398
 GA3398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 GA3398'THE CAMP CREEK BALD FIRE LOOKOUT TOWER IS LOCATED CONCENTRIC TO CAMP
 GA3398'CREEK NCGS TRAVERSE STATION.
 GA3398'LOCATED ABOUT 10.9 KM (6.8 MI) NORTH OF GUNTERTOWN AND 17.4 KM
 GA3398'(10.80 MI) NORTHEAST OF HOT SPRINGS.
 GA3398'PROCEED WEST ALONG TENNESSEE 70 FOR 0.5 KM (0.3 MI) FROM THE
 GA3398'NC/TENNESSE STATE LINE AND NC 208 (IN NORTHWEST MADISON COUNTY), TO
 GA3398'PAINT CREEK ROAD ON THE RIGHT, THENCE NORTHEAST ALONG PAINT CREEK ROAD
 GA3398'FOR 13.4 KM (8.3 MI) TO THE VIKING MOUNTAIN DEVELOPMENT AND A DIRT
 GA3398'ROAD ON THE RIGHT.  THENCE EAST ALONG THE DIRT ROAD FOR 1.4 KM
 GA3398'(0.9 MI) TO LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2435 ***********************************************************************
 EA2435  DESIGNATION -  CAMP GEIGER N TANK
 EA2435  PID         -  EA2435
 EA2435  STATE/COUNTY-  NC/ONSLOW
 EA2435  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA2435
 EA2435                         *CURRENT SURVEY CONTROL
 EA2435  ___________________________________________________________________
 EA2435* NAD 83(2001)-  34 44 04.95842(N)    077 27 00.52004(W)     ADJUSTED  
 EA2435* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 EA2435  ___________________________________________________________________
 EA2435  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EA2435  GEOID HEIGHT-         -37.06  (meters)                     GEOID03
 EA2435  HORZ ORDER  -  THIRD
 EA2435
 EA2435.The horizontal coordinates were established by classical geodetic methods
 EA2435.and adjusted by the National Geodetic Survey in August 2005.
 EA2435
 EA2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2435
 EA2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2435
 EA2435.The geoid height was determined by GEOID03.
 EA2435
 EA2435;                    North         East     Units Scale Factor Converg.
 EA2435;SPC NC       -   110,342.885   751,521.701   MT  0.99991304   +0 53 40.3
 EA2435;SPC NC       -   362,016.62  2,465,617.45   sFT  0.99991304   +0 53 40.3
 EA2435;UTM  18      - 3,846,357.984   275,676.893   MT  1.00022026   -1 23 47.8
 EA2435
 EA2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2435!SPC NC       -   0.99999736  x   0.99991304  =   0.99991040
 EA2435!UTM  18      -   0.99999736  x   1.00022026  =   1.00021762
 EA2435
 EA2435                          SUPERSEDED SURVEY CONTROL
 EA2435
 EA2435  NAD 83(1986)-  34 44 04.96849(N)    077 27 00.52982(W) AD(       ) 4
 EA2435  NAD 27      -  34 44 04.37989(N)    077 27 01.66094(W) AD(       ) 3
 EA2435  NGVD 29 (07/19/86)   54.2    (m)          178.     (f) VERT ANG    3  
 EA2435
 EA2435.Superseded values are not recommended for survey control.
 EA2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2435.See file dsdata.txt to determine how the superseded data were derived.
 EA2435
 EA2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7567746358(NAD 83)
 EA2435_MARKER: 51 = TANK
 EA2435
 EA2435  HISTORY     - Date     Condition        Report By
 EA2435  HISTORY     - 1980     FIRST OBSERVED   NOS
 EA2435  HISTORY     - 1983     GOOD             NGS
 EA2435  HISTORY     - 19930101 GOOD             NCGS
 EA2435
 EA2435                          STATION DESCRIPTION
 EA2435
 EA2435'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 EA2435'THE STATION,IS THE CENTERLINE OF THE FINIAL BALL ATOP THE RED
 EA2435'AND WHITE CHECKERED FOUR LEGGED CYLINDRICAL WATER TANK WITH
 EA2435'CONE SHAPED CAP.
 EA2435'
 EA2435'THE STATION IS LOCATED AT CAMP GEIGER U S MARINE CORPS BASE
 EA2435'NEAR JACKSONVILLE,NORTH CAROLINA.
 EA2435'
 EA2435'TO REACH THE STATION FROM THE MAIN ENTRANCE AT CAMP GEIGER
 EA2435'PROCEED SOUTHERLY ON MAIN ENTRANCE ROAD FOR 0.2 MILES TO SIXTH
 EA2435'STREET.TURN LEFT ON SIXTH STREET AND PROCEED FOR 0.5 MILES TO
 EA2435'ITS TERMINATION AT G STREET AND VICINITY OF STATION.
 EA2435
 EA2435                          STATION RECOVERY (1983)
 EA2435
 EA2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 EA2435'STATION RECOVERED AS DESCRIBED.
 EA2435'
 EA2435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CAMP GEIGER.
 EA2435
 EA2435                          STATION RECOVERY (1993)
 EA2435
 EA2435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2435'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1956 ***********************************************************************
 EA1956  DESIGNATION -  CAMP GLEN STEEL TOWER GLEN
 EA1956  PID         -  EA1956
 EA1956  STATE/COUNTY-  NC/CARTERET
 EA1956  USGS QUAD   -  MANSFIELD (1994)
 EA1956
 EA1956                         *CURRENT SURVEY CONTROL
 EA1956  ___________________________________________________________________
 EA1956* NAD 83(2001)-  34 43 23.92875(N)    076 45 20.27838(W)     ADJUSTED  
 EA1956* NAVD 88     -              **(meters)            **(feet)            
 EA1956  ___________________________________________________________________
 EA1956  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 EA1956  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1956  HORZ ORDER  -  THIRD
 EA1956
 EA1956.The horizontal coordinates were established by classical geodetic methods
 EA1956.and adjusted by the National Geodetic Survey in August 2005.
 EA1956
 EA1956
 EA1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1956
 EA1956.The geoid height was determined by GEOID03.
 EA1956
 EA1956;                    North         East     Units Scale Factor Converg.
 EA1956;SPC NC       -   110,294.309   815,137.641   MT  0.99991484   +1 17 43.4
 EA1956;SPC NC       -   361,857.25  2,674,330.74   sFT  0.99991484   +1 17 43.4
 EA1956;UTM  18      - 3,843,763.409   339,249.292   MT  0.99991850   -1 00 00.9
 EA1956
 EA1956                          SUPERSEDED SURVEY CONTROL
 EA1956
 EA1956  NAD 83(1986)-  34 43 23.93801(N)    076 45 20.28617(W) AD(       ) 4
 EA1956  NAD 27      -  34 43 23.35900(N)    076 45 21.52000(W) AD(       ) 3
 EA1956
 EA1956.Superseded values are not recommended for survey control.
 EA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1956.See file dsdata.txt to determine how the superseded data were derived.
 EA1956
 EA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3924943763(NAD 83)
 EA1956_MARKER: 55 = TOWER
 EA1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1956+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2003
 EA1956
 EA1956  HISTORY     - Date     Condition        Report By
 EA1956  HISTORY     - 1927     FIRST OBSERVED   CGS
 EA1956  HISTORY     - 20030111 GOOD             USPSQD
 EA1956
 EA1956                          STATION DESCRIPTION
 EA1956
 EA1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1956'ON N SHORE OF BOGUE SOUND, ABOUT 2 MILES W OF CENTER OF
 EA1956'MOREHEAD CITY, AND ON GROUNDS OF CAMP GLEN.
 EA1956'
 EA1956'MARK WAS CENTER OF METAL BLOCK ON TOP OF ABANDONED WIRELESS
 EA1956'TOWER AT CAMP GLEN.  TOWER WAS TRIPOD ABOUT 200 FEET HIGH WITH
 EA1956'LEGS BOLTED TO CONCRETE PIERS.  TOWER WAS TORN DOWN IN
 EA1956'1932.  THERE ARE NO SURFACE, UNDERGROUND, OR REFERENCE MARKS.
 EA1956
 EA1956                          STATION RECOVERY (2003)
 EA1956
 EA1956'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2255 ***********************************************************************
 EA2255  DESIGNATION -  CAMP LEJEUNE AREA 1 WATER TANK
 EA2255  PID         -  EA2255
 EA2255  STATE/COUNTY-  NC/ONSLOW
 EA2255  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2255
 EA2255                         *CURRENT SURVEY CONTROL
 EA2255  ___________________________________________________________________
 EA2255* NAD 83(2001)-  34 40 20.98042(N)    077 21 01.63357(W)     ADJUSTED  
 EA2255* NAVD 88     -              **(meters)            **(feet)            
 EA2255  ___________________________________________________________________
 EA2255  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 EA2255  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2255  HORZ ORDER  -  THIRD
 EA2255
 EA2255.The horizontal coordinates were established by classical geodetic methods
 EA2255.and adjusted by the National Geodetic Survey in August 2005.
 EA2255
 EA2255
 EA2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2255
 EA2255.The geoid height was determined by GEOID03.
 EA2255
 EA2255;                    North         East     Units Scale Factor Converg.
 EA2255;SPC NC       -   103,589.554   760,764.249   MT  0.99992334   +0 57 07.4
 EA2255;SPC NC       -   339,860.06  2,495,940.71   sFT  0.99992334   +0 57 07.4
 EA2255;UTM  18      - 3,839,238.696   284,644.652   MT  1.00017166   -1 20 15.5
 EA2255
 EA2255                          SUPERSEDED SURVEY CONTROL
 EA2255
 EA2255  NAD 83(1986)-  34 40 20.99300(N)    077 21 01.64743(W) AD(       ) 4
 EA2255  NAD 27      -  34 40 20.39000(N)    077 21 02.83000(W) AD(       ) 3
 EA2255
 EA2255.Superseded values are not recommended for survey control.
 EA2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2255.See file dsdata.txt to determine how the superseded data were derived.
 EA2255
 EA2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8464539239(NAD 83)
 EA2255_MARKER: 53 = ELEVATED TANK
 EA2255
 EA2255  HISTORY     - Date     Condition        Report By
 EA2255  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2255  HISTORY     - 1967     GOOD             USE
 EA2255  HISTORY     - 19930101 GOOD             NCGS
 EA2255
 EA2255                          STATION DESCRIPTION
 EA2255
 EA2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2255'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2255'
 EA2255'A COMPLETE DESCRIPTION FOLLOWS--
 EA2255'
 EA2255'STATION IS LOCATED IN CAMP LEJEUNE IN THE WOMENS RESERVE AREA,
 EA2255'APPROXIMATELY 100 FEET N OF SERVICE ROAD, AND APPROXIMATELY 150
 EA2255'FEET NW OF THE INTERSECTION OF SERVICE ROAD AND VIRGINIA DARE
 EA2255'DRIVE.  STATION IS THE CENTER OF A SKELETON STEEL WATER TANK 150
 EA2255'FEET HIGH AND PAINTED GREEN.
 EA2255
 EA2255                          STATION RECOVERY (1967)
 EA2255
 EA2255'RECOVERY NOTE BY US ENGINEERS 1967
 EA2255'THE STATION IS THE CENTER OF A SKELETON STEEL WATER TANK, 150 FT
 EA2255'HIGH, AND PAINTED GREEN.
 EA2255'
 EA2255'THE STATION IS LOCATED 100 FT N OF SERVICE ROAD, AND 150 FT NW
 EA2255'OF THE INTERSECTION OF THE SERVICE ROAD AND VIRGINIA DARE DRIVE.
 EA2255'
 EA2255'TO REACH THE STATION PROCEED TO THE WOMENS RESERVE AREA ON CAMP
 EA2255'LEJEUNE AND LOCATE SERVICE ROAD FORMING A T-INTERSECTION WITH THE
 EA2255'MAIN ROAD.  THE TANK IS CLEARLY VISIBLE FROM THIS ROAD.
 EA2255
 EA2255                          STATION RECOVERY (1993)
 EA2255
 EA2255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2255'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2256 ***********************************************************************
 EA2256  DESIGNATION -  CAMP LEJEUNE AREA 5 WATER TANK
 EA2256  PID         -  EA2256
 EA2256  STATE/COUNTY-  NC/ONSLOW
 EA2256  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2256
 EA2256                         *CURRENT SURVEY CONTROL
 EA2256  ___________________________________________________________________
 EA2256* NAD 83(2001)-  34 39 32.17538(N)    077 20 18.56588(W)     ADJUSTED  
 EA2256* NAVD 88     -              **(meters)            **(feet)            
 EA2256  ___________________________________________________________________
 EA2256  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 EA2256  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA2256  HORZ ORDER  -  THIRD
 EA2256
 EA2256.The horizontal coordinates were established by classical geodetic methods
 EA2256.and adjusted by the National Geodetic Survey in August 2005.
 EA2256
 EA2256
 EA2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2256
 EA2256.The geoid height was determined by GEOID03.
 EA2256
 EA2256;                    North         East     Units Scale Factor Converg.
 EA2256;SPC NC       -   102,104.227   761,885.618   MT  0.99992574   +0 57 32.3
 EA2256;SPC NC       -   334,986.95  2,499,619.73   sFT  0.99992574   +0 57 32.3
 EA2256;UTM  18      - 3,837,709.384   285,706.047   MT  1.00016604   -1 19 49.4
 EA2256
 EA2256                          SUPERSEDED SURVEY CONTROL
 EA2256
 EA2256  NAD 83(1986)-  34 39 32.18836(N)    077 20 18.58020(W) AD(       ) 4
 EA2256  NAD 27      -  34 39 31.59000(N)    077 20 19.73000(W) AD(       ) 3
 EA2256
 EA2256.Superseded values are not recommended for survey control.
 EA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2256.See file dsdata.txt to determine how the superseded data were derived.
 EA2256
 EA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8570637709(NAD 83)
 EA2256_MARKER: 53 = ELEVATED TANK
 EA2256
 EA2256  HISTORY     - Date     Condition        Report By
 EA2256  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2256  HISTORY     - 1967     GOOD             USE
 EA2256  HISTORY     - 19930101 GOOD             NCGS
 EA2256
 EA2256                          STATION DESCRIPTION
 EA2256
 EA2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2256'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2256'
 EA2256'A COMPLETE DESCRIPTION FOLLOWS--
 EA2256'
 EA2256'STATION IS LOCATED IN CAMP LEJEUNE, APPROXIMATELY 350 FEET N OF
 EA2256'SERVICE ROAD AND LOUIS ROAD.  STATION IS THE CENTER OF A SKELETON
 EA2256'STEEL WATER TANK 150 FEET HIGH AND PAINTED GREEN.
 EA2256
 EA2256                          STATION RECOVERY (1967)
 EA2256
 EA2256'RECOVERY NOTE BY US ENGINEERS 1967
 EA2256'THE STATION IS THE CENTER OF A SKELETON STEEL WATER TANK 150 FT
 EA2256'HIGH AND PAINTED GREEN.
 EA2256'
 EA2256'THE STATION IS LOCATED APPROXIMATELY 350 FT NE OF THE INTERSECTION
 EA2256'OF LOUIS ROAD AND SERVICE ROAD.
 EA2256'
 EA2256'TO REACH THE STATION LOCATED IN CAMP LEJEUNE, PROCEED TO THE
 EA2256'INTERSECTION OF LOUIS ROAD AND SERVICE ROAD.  THE STATION IS
 EA2256'DIRECTLY OPPOSITE THE INTERSECTION.
 EA2256
 EA2256                          STATION RECOVERY (1993)
 EA2256
 EA2256'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2256'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2289 ***********************************************************************
 EA2289  DESIGNATION -  CAMP LEJEUNE CTHSE BAY TANK
 EA2289  PID         -  EA2289
 EA2289  STATE/COUNTY-  NC/ONSLOW
 EA2289  USGS QUAD   -  NEW RIVER INLET (1997)
 EA2289
 EA2289                         *CURRENT SURVEY CONTROL
 EA2289  ___________________________________________________________________
 EA2289* NAD 83(2001)-  34 34 49.51387(N)    077 21 49.78367(W)     ADJUSTED  
 EA2289* NAVD 88     -              **(meters)            **(feet)            
 EA2289  ___________________________________________________________________
 EA2289  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 EA2289  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 EA2289  HORZ ORDER  -  THIRD
 EA2289
 EA2289.The horizontal coordinates were established by classical geodetic methods
 EA2289.and adjusted by the National Geodetic Survey in August 2005.
 EA2289
 EA2289
 EA2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2289
 EA2289.The geoid height was determined by GEOID03.
 EA2289
 EA2289;                    North         East     Units Scale Factor Converg.
 EA2289;SPC NC       -    93,357.234   759,707.015   MT  0.99994073   +0 56 39.7
 EA2289;SPC NC       -   306,289.53  2,492,472.10   sFT  0.99994073   +0 56 39.7
 EA2289;UTM  18      - 3,829,054.262   283,179.384   MT  1.00017948   -1 20 31.7
 EA2289
 EA2289                          SUPERSEDED SURVEY CONTROL
 EA2289
 EA2289  NAD 83(1986)-  34 34 49.53026(N)    077 21 49.79677(W) AD(       ) 4
 EA2289  NAD 27      -  34 34 48.93578(N)    077 21 50.93586(W) AD(       ) 3
 EA2289
 EA2289.Superseded values are not recommended for survey control.
 EA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2289.See file dsdata.txt to determine how the superseded data were derived.
 EA2289
 EA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8317929054(NAD 83)
 EA2289_MARKER: 53 = ELEVATED TANK
 EA2289
 EA2289  HISTORY     - Date     Condition        Report By
 EA2289  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2289  HISTORY     - 1984     GOOD             USE
 EA2289  HISTORY     - 19930101 GOOD             NCGS
 EA2289
 EA2289                          STATION DESCRIPTION
 EA2289
 EA2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2289'STATION IS LOCATED AT THE COURTHOUSE BAY DETACHMENT IN THE
 EA2289'SOUTHWEST PART OF THE CAMP LE JEUNE MARINE CORPS RESERVATION.
 EA2289'
 EA2289'INTERSECTION POINT IS THE RED LIGHT AT TOP OF TANK.
 EA2289'
 EA2289'THE RED AND WHITE CHECKED STEEL TANK IS SUPPORTED BY 4 STEEL
 EA2289'CHANNEL COLUMNS WITH A RISER IN THE CENTER.  IT HAS A CONICAL
 EA2289'ROOF AND IS ABOUT 110 FEET HIGH.
 EA2289
 EA2289                          STATION RECOVERY (1984)
 EA2289
 EA2289'RECOVERY NOTE BY US ENGINEERS 1984 (GRN)
 EA2289'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 EA2289
 EA2289                          STATION RECOVERY (1993)
 EA2289
 EA2289'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2289'P. 4-7.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2257 ***********************************************************************
 EA2257  DESIGNATION -  CAMP LEJEUNE N RADIO TOWER
 EA2257  PID         -  EA2257
 EA2257  STATE/COUNTY-  NC/ONSLOW
 EA2257  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2257
 EA2257                         *CURRENT SURVEY CONTROL
 EA2257  ___________________________________________________________________
 EA2257* NAD 83(2001)-  34 40 40.09310(N)    077 21 26.62992(W)     ADJUSTED  
 EA2257* NAVD 88     -              **(meters)            **(feet)            
 EA2257  ___________________________________________________________________
 EA2257  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EA2257  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2257  HORZ ORDER  -  THIRD
 EA2257
 EA2257.The horizontal coordinates were established by classical geodetic methods
 EA2257.and adjusted by the National Geodetic Survey in August 2005.
 EA2257
 EA2257
 EA2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2257
 EA2257.The geoid height was determined by GEOID03.
 EA2257
 EA2257;                    North         East     Units Scale Factor Converg.
 EA2257;SPC NC       -   104,167.838   760,118.273   MT  0.99992242   +0 56 53.0
 EA2257;SPC NC       -   341,757.32  2,493,821.37   sFT  0.99992242   +0 56 53.0
 EA2257;UTM  18      - 3,839,842.478   284,022.141   MT  1.00017497   -1 20 30.4
 EA2257
 EA2257                          SUPERSEDED SURVEY CONTROL
 EA2257
 EA2257  NAD 83(1986)-  34 40 40.10554(N)    077 21 26.64350(W) AD(       ) 4
 EA2257  NAD 27      -  34 40 39.51000(N)    077 21 27.81000(W) AD(       ) 3
 EA2257
 EA2257.Superseded values are not recommended for survey control.
 EA2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2257.See file dsdata.txt to determine how the superseded data were derived.
 EA2257
 EA2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8402239842(NAD 83)
 EA2257_MARKER: 43 = RADIO/TV TOWER
 EA2257
 EA2257  HISTORY     - Date     Condition        Report By
 EA2257  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2257  HISTORY     - 19930101 GOOD             NCGS
 EA2257
 EA2257                          STATION DESCRIPTION
 EA2257
 EA2257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2257'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2258 ***********************************************************************
 EA2258  DESIGNATION -  CAMP LEJEUNE PARACHUTE TOWER 2
 EA2258  PID         -  EA2258
 EA2258  STATE/COUNTY-  NC/ONSLOW
 EA2258  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2258
 EA2258                         *CURRENT SURVEY CONTROL
 EA2258  ___________________________________________________________________
 EA2258* NAD 83(2001)-  34 40 43.66547(N)    077 20 21.72700(W)     ADJUSTED  
 EA2258* NAVD 88     -              **(meters)            **(feet)            
 EA2258  ___________________________________________________________________
 EA2258  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EA2258  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2258  HORZ ORDER  -  THIRD
 EA2258
 EA2258.The horizontal coordinates were established by classical geodetic methods
 EA2258.and adjusted by the National Geodetic Survey in August 2005.
 EA2258
 EA2258
 EA2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2258
 EA2258.The geoid height was determined by GEOID03.
 EA2258
 EA2258;                    North         East     Units Scale Factor Converg.
 EA2258;SPC NC       -   104,305.382   761,768.297   MT  0.99992225   +0 57 30.5
 EA2258;SPC NC       -   342,208.57  2,499,234.82   sFT  0.99992225   +0 57 30.5
 EA2258;UTM  18      - 3,839,914.002   285,676.753   MT  1.00016620   -1 19 53.6
 EA2258
 EA2258                          SUPERSEDED SURVEY CONTROL
 EA2258
 EA2258  NAD 83(1986)-  34 40 43.67782(N)    077 20 21.74116(W) AD(       ) 4
 EA2258  NAD 27      -  34 40 43.08000(N)    077 20 22.93000(W) AD(       ) 3
 EA2258
 EA2258.Superseded values are not recommended for survey control.
 EA2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2258.See file dsdata.txt to determine how the superseded data were derived.
 EA2258
 EA2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8567739914(NAD 83)
 EA2258_MARKER: 55 = TOWER
 EA2258
 EA2258  HISTORY     - Date     Condition        Report By
 EA2258  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2258
 EA2258                          STATION DESCRIPTION
 EA2258
 EA2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2258'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2258'
 EA2258'DESCRIPTION FOLLOWS--
 EA2258'
 EA2258'STATION IS LOCATED IN THE PARACHUTE TRAINING AREA OF CAMP
 EA2258'LEJEUNE, APPROXIMATELY 0.5 MILE W OF THE INTERSECTION OF
 EA2258'PARACHUTE TOWER ROAD AND HOLCOMB BOULEVARD.  IT IS THE MOST E OF
 EA2258'TWO SKELETON STEEL PARACHUTE JUMP TOWERS.  IT IS 260 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2259 ***********************************************************************
 EA2259  DESIGNATION -  CAMP LEJEUNE PARACHUTE TOWER 3
 EA2259  PID         -  EA2259
 EA2259  STATE/COUNTY-  NC/ONSLOW
 EA2259  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2259
 EA2259                         *CURRENT SURVEY CONTROL
 EA2259  ___________________________________________________________________
 EA2259* NAD 83(2001)-  34 40 57.94152(N)    077 20 45.55597(W)     ADJUSTED  
 EA2259* NAVD 88     -              **(meters)            **(feet)            
 EA2259  ___________________________________________________________________
 EA2259  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EA2259  GEOID HEIGHT-         -37.12  (meters)                     GEOID03
 EA2259  HORZ ORDER  -  THIRD
 EA2259
 EA2259.The horizontal coordinates were established by classical geodetic methods
 EA2259.and adjusted by the National Geodetic Survey in August 2005.
 EA2259
 EA2259
 EA2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2259
 EA2259.The geoid height was determined by GEOID03.
 EA2259
 EA2259;                    North         East     Units Scale Factor Converg.
 EA2259;SPC NC       -   104,735.080   761,154.497   MT  0.99992156   +0 57 16.7
 EA2259;SPC NC       -   343,618.34  2,497,221.05   sFT  0.99992156   +0 57 16.7
 EA2259;UTM  18      - 3,840,367.995   285,080.467   MT  1.00016935   -1 20 07.6
 EA2259
 EA2259                          SUPERSEDED SURVEY CONTROL
 EA2259
 EA2259  NAD 83(1986)-  34 40 57.95371(N)    077 20 45.56996(W) AD(       ) 4
 EA2259  NAD 27      -  34 40 57.35000(N)    077 20 46.74000(W) AD(       ) 3
 EA2259
 EA2259.Superseded values are not recommended for survey control.
 EA2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2259.See file dsdata.txt to determine how the superseded data were derived.
 EA2259
 EA2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8508040368(NAD 83)
 EA2259_MARKER: 55 = TOWER
 EA2259
 EA2259  HISTORY     - Date     Condition        Report By
 EA2259  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2259
 EA2259                          STATION DESCRIPTION
 EA2259
 EA2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2259'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2259'
 EA2259'DESCRIPTION FOLLOWS--
 EA2259'
 EA2259'STATION IS LOCATED IN THE PARACHUTE TRAINING AREA OF CAMP
 EA2259'LEJEUNE, APPROXIMATELY 1.0 MILE W OF THE INTERSECTION OF
 EA2259'PARACHUTE TOWER ROAD AND HOLCOMB BOULEVARD.  IT IS THE MOST W
 EA2259'OF THE TWO SKELETON STEEL PARACHUTE JUMP TOWERS.  IT IS 260 FEET
 EA2259'HIGH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2389 ***********************************************************************
 EA2389  DESIGNATION -  CAMP LEJEUNE RED AND WHITE TK
 EA2389  PID         -  EA2389
 EA2389  STATE/COUNTY-  NC/ONSLOW
 EA2389  USGS QUAD   -  JACKSONVILLE SOUTH (1988)
 EA2389
 EA2389                         *CURRENT SURVEY CONTROL
 EA2389  ___________________________________________________________________
 EA2389* NAD 83(2001)-  34 42 38.98586(N)    077 23 12.44776(W)     ADJUSTED  
 EA2389* NAVD 88     -              **(meters)            **(feet)            
 EA2389  ___________________________________________________________________
 EA2389  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 EA2389  GEOID HEIGHT-         -37.09  (meters)                     GEOID03
 EA2389  HORZ ORDER  -  THIRD
 EA2389
 EA2389.The horizontal coordinates were established by classical geodetic methods
 EA2389.and adjusted by the National Geodetic Survey in August 2005.
 EA2389
 EA2389
 EA2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2389
 EA2389.The geoid height was determined by GEOID03.
 EA2389
 EA2389;                    North         East     Units Scale Factor Converg.
 EA2389;SPC NC       -   107,786.603   757,365.528   MT  0.99991685   +0 55 51.9
 EA2389;SPC NC       -   353,629.88  2,484,790.07   sFT  0.99991685   +0 55 51.9
 EA2389;UTM  18      - 3,843,569.337   281,415.526   MT  1.00018893   -1 21 34.8
 EA2389
 EA2389                          SUPERSEDED SURVEY CONTROL
 EA2389
 EA2389  NAD 83(1986)-  34 42 38.99724(N)    077 23 12.46038(W) AD(       ) 4
 EA2389  NAD 27      -  34 42 38.41000(N)    077 23 13.61000(W) AD(       ) 3
 EA2389
 EA2389.Superseded values are not recommended for survey control.
 EA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2389.See file dsdata.txt to determine how the superseded data were derived.
 EA2389
 EA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8141643569(NAD 83)
 EA2389
 EA2389  HISTORY     - Date     Condition        Report By
 EA2389  HISTORY     - UNK      MONUMENTED
 EA2389  HISTORY     - 1950     GOOD             CGS
 EA2389  HISTORY     - 1980     GOOD             NOS
 EA2389  HISTORY     - 1983     SEE DESCRIPTION  NGS
 EA2389
 EA2389                          STATION DESCRIPTION
 EA2389
 EA2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (HFG)
 EA2389'STATION WAS RECOVERED IN GOOD CONDITION.
 EA2389'
 EA2389'DESCRIPTION FOLLOWS--
 EA2389'
 EA2389'STATION IS LOCATED AT CAMP LEJEUNE (U.S.M.C.), AT THE NE CORNER
 EA2389'OF THE INTERSECTION OF CECIL STREET AND ST. MARY DRIVE.  IT IS
 EA2389'THE CENTER OF A LARGE RED AND WHITE CHECKERBOARD STEEL TANK
 EA2389'APPROXIMATELY 165 FEET HIGH.
 EA2389
 EA2389                          STATION RECOVERY (1980)
 EA2389
 EA2389'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 EA2389'RECOVERED AS DESCRIBED.
 EA2389
 EA2389                          STATION RECOVERY (1983)
 EA2389
 EA2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 EA2389'STATION RECOVERED.  NO DESCRIPTION AVAILABLE TO PARTY.
 EA2389'
 EA2389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAMP LEJEUNE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2260 ***********************************************************************
 EA2260  DESIGNATION -  CAMP LEJEUNE SE RADIO TOWER
 EA2260  PID         -  EA2260
 EA2260  STATE/COUNTY-  NC/ONSLOW
 EA2260  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2260
 EA2260                         *CURRENT SURVEY CONTROL
 EA2260  ___________________________________________________________________
 EA2260* NAD 83(2001)-  34 40 36.89620(N)    077 21 23.80813(W)     ADJUSTED  
 EA2260* NAVD 88     -              **(meters)            **(feet)            
 EA2260  ___________________________________________________________________
 EA2260  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 EA2260  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2260  HORZ ORDER  -  THIRD
 EA2260
 EA2260.The horizontal coordinates were established by classical geodetic methods
 EA2260.and adjusted by the National Geodetic Survey in August 2005.
 EA2260
 EA2260
 EA2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2260
 EA2260.The geoid height was determined by GEOID03.
 EA2260
 EA2260;                    North         East     Units Scale Factor Converg.
 EA2260;SPC NC       -   104,070.534   760,191.722   MT  0.99992257   +0 56 54.6
 EA2260;SPC NC       -   341,438.08  2,494,062.34   sFT  0.99992257   +0 56 54.6
 EA2260;UTM  18      - 3,839,742.293   284,091.661   MT  1.00017460   -1 20 28.7
 EA2260
 EA2260                          SUPERSEDED SURVEY CONTROL
 EA2260
 EA2260  NAD 83(1986)-  34 40 36.90867(N)    077 21 23.82176(W) AD(       ) 4
 EA2260  NAD 27      -  34 40 36.31000(N)    077 21 24.99000(W) AD(       ) 3
 EA2260
 EA2260.Superseded values are not recommended for survey control.
 EA2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2260.See file dsdata.txt to determine how the superseded data were derived.
 EA2260
 EA2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8409239742(NAD 83)
 EA2260_MARKER: 43 = RADIO/TV TOWER
 EA2260
 EA2260  HISTORY     - Date     Condition        Report By
 EA2260  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2260  HISTORY     - 19930101 GOOD             NCGS
 EA2260
 EA2260                          STATION DESCRIPTION
 EA2260
 EA2260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2260'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2261 ***********************************************************************
 EA2261  DESIGNATION -  CAMP LEJEUNE SW RADIO TOWER
 EA2261  PID         -  EA2261
 EA2261  STATE/COUNTY-  NC/ONSLOW
 EA2261  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2261
 EA2261                         *CURRENT SURVEY CONTROL
 EA2261  ___________________________________________________________________
 EA2261* NAD 83(2001)-  34 40 36.48049(N)    077 21 28.58268(W)     ADJUSTED  
 EA2261* NAVD 88     -              **(meters)            **(feet)            
 EA2261  ___________________________________________________________________
 EA2261  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EA2261  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2261  HORZ ORDER  -  THIRD
 EA2261
 EA2261.The horizontal coordinates were established by classical geodetic methods
 EA2261.and adjusted by the National Geodetic Survey in August 2005.
 EA2261
 EA2261
 EA2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2261
 EA2261.The geoid height was determined by GEOID03.
 EA2261
 EA2261;                    North         East     Units Scale Factor Converg.
 EA2261;SPC NC       -   104,055.716   760,070.414   MT  0.99992259   +0 56 51.9
 EA2261;SPC NC       -   341,389.46  2,493,664.35   sFT  0.99992259   +0 56 51.9
 EA2261;UTM  18      - 3,839,732.330   283,969.827   MT  1.00017525   -1 20 31.4
 EA2261
 EA2261                          SUPERSEDED SURVEY CONTROL
 EA2261
 EA2261  NAD 83(1986)-  34 40 36.49292(N)    077 21 28.59630(W) AD(       ) 4
 EA2261  NAD 27      -  34 40 35.89000(N)    077 21 29.76000(W) AD(       ) 3
 EA2261
 EA2261.Superseded values are not recommended for survey control.
 EA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2261.See file dsdata.txt to determine how the superseded data were derived.
 EA2261
 EA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8397039732(NAD 83)
 EA2261_MARKER: 43 = RADIO/TV TOWER
 EA2261
 EA2261  HISTORY     - Date     Condition        Report By
 EA2261  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2261  HISTORY     - 19930101 GOOD             NCGS
 EA2261
 EA2261                          STATION DESCRIPTION
 EA2261
 EA2261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2261'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2262 ***********************************************************************
 EA2262  DESIGNATION -  CAMP LEJEUNE USN HOSP CUPOLA
 EA2262  PID         -  EA2262
 EA2262  STATE/COUNTY-  NC/ONSLOW
 EA2262  USGS QUAD   -  CAMP LEJEUNE (1971)
 EA2262
 EA2262                         *CURRENT SURVEY CONTROL
 EA2262  ___________________________________________________________________
 EA2262* NAD 83(2001)-  34 40 32.63522(N)    077 22 19.60853(W)     ADJUSTED  
 EA2262* NAVD 88     -              **(meters)            **(feet)            
 EA2262  ___________________________________________________________________
 EA2262  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EA2262  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 EA2262  HORZ ORDER  -  THIRD
 EA2262
 EA2262.The horizontal coordinates were established by classical geodetic methods
 EA2262.and adjusted by the National Geodetic Survey in August 2005.
 EA2262
 EA2262
 EA2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2262
 EA2262.The geoid height was determined by GEOID03.
 EA2262
 EA2262;                    North         East     Units Scale Factor Converg.
 EA2262;SPC NC       -   103,915.857   758,773.662   MT  0.99992278   +0 56 22.4
 EA2262;SPC NC       -   340,930.61  2,489,409.92   sFT  0.99992278   +0 56 22.4
 EA2262;UTM  18      - 3,839,644.370   282,668.189   MT  1.00018221   -1 21 00.4
 EA2262
 EA2262                          SUPERSEDED SURVEY CONTROL
 EA2262
 EA2262  NAD 83(1986)-  34 40 32.64764(N)    077 22 19.62170(W) AD(       ) 4
 EA2262  NAD 27      -  34 40 32.05000(N)    077 22 20.77000(W) AD(       ) 3
 EA2262
 EA2262.Superseded values are not recommended for survey control.
 EA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2262.See file dsdata.txt to determine how the superseded data were derived.
 EA2262
 EA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8266839644(NAD 83)
 EA2262_MARKER: 86 = CUPOLA
 EA2262
 EA2262  HISTORY     - Date     Condition        Report By
 EA2262  HISTORY     - 1950     FIRST OBSERVED   CGS
 EA2262  HISTORY     - 19930101 GOOD             NCGS
 EA2262
 EA2262                          STATION DESCRIPTION
 EA2262
 EA2262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993
 EA2262'P. 4-20.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ9608 ***********************************************************************
 DJ9608  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ9608  DESIGNATION -  CAMP MACKALL
 DJ9608  PID         -  DJ9608
 DJ9608  STATE/COUNTY-  NC/RICHMOND
 DJ9608  USGS QUAD   -  HOFFMAN (1982)
 DJ9608
 DJ9608                         *CURRENT SURVEY CONTROL
 DJ9608  ___________________________________________________________________
 DJ9608* NAD 83(2007)-  35 01 50.75452(N)    079 30 14.82083(W)     ADJUSTED  
 DJ9608* NAVD 88     -       110.25   (meters)     361.7    (feet)  GPS OBS   
 DJ9608  ___________________________________________________________________
 DJ9608  EPOCH DATE  -        2002.00
 DJ9608  X           -     952,454.987 (meters)                     COMP
 DJ9608  Y           -  -5,141,048.792 (meters)                     COMP
 DJ9608  Z           -   3,640,707.241 (meters)                     COMP
 DJ9608  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 DJ9608  ELLIP HEIGHT-          78.396 (meters)          (10/23/07) ADJUSTED
 DJ9608  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DJ9608  HORZ ORDER  -  B
 DJ9608  ELLP ORDER  -  FOURTH    CLASS II
 DJ9608
 DJ9608.The horizontal coordinates were established by GPS observations
 DJ9608.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in October 2007.
 DJ9608
 DJ9608.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9608.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9608.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9608.The epoch date for horizontal control is a decimal equivalence
 DJ9608.of Year/Month/Day.
 DJ9608
 DJ9608.The orthometric height was determined by GPS observations and a
 DJ9608.high-resolution geoid model.
 DJ9608.The orthometric height was determined by GPS observations and a
 DJ9608.high-resolution geoid model using precise GPS observation and
 DJ9608.processing techniques.
 DJ9608
 DJ9608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9608
 DJ9608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9608
 DJ9608.The ellipsoidal height was determined by GPS observations
 DJ9608.and is referenced to NAD 83.
 DJ9608
 DJ9608.The geoid height was determined by GEOID03.
 DJ9608
 DJ9608;                    North         East     Units Scale Factor Converg.
 DJ9608;SPC NC       -   142,192.134   563,604.261   MT  0.99987999   -0 17 27.5
 DJ9608;SPC NC       -   466,508.69  1,849,091.65   sFT  0.99987999   -0 17 27.5
 DJ9608;UTM  17      - 3,877,477.445   636,456.030   MT  0.99982949   +0 51 31.7
 DJ9608
 DJ9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9608!SPC NC       -   0.99998769  x   0.99987999  =   0.99986769
 DJ9608!UTM  17      -   0.99998769  x   0.99982949  =   0.99981719
 DJ9608
 DJ9608                          SUPERSEDED SURVEY CONTROL
 DJ9608
 DJ9608.No superseded survey control is available for this station.
 DJ9608
 DJ9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3645677477(NAD 83)
 DJ9608_MARKER: DD = SURVEY DISK
 DJ9608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9608_MARK LOGO: NGS   
 DJ9608_PROJECTION: FLUSH
 DJ9608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ9608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9608+STABILITY: SURFACE MOTION
 DJ9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9608+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 DJ9608
 DJ9608  HISTORY     - Date     Condition        Report By
 DJ9608  HISTORY     - 20060517 MONUMENTED       NCGS
 DJ9608
 DJ9608                          STATION DESCRIPTION
 DJ9608
 DJ9608'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ9608'THE STATION IS LOCATED ABOUT 8.1 MI (13.04 KM) SOUTH-SOUTHWEST OF
 DJ9608'ABERDEEN (MOORE COUNTY), 2.6 MI (4.2 KM) EAST OF HOFFMAN, AND AT CAMP
 DJ9608'MACKALL AIR TRAFFIC CONTROL TOWER.
 DJ9608' 
 DJ9608'PROCEED SOUTHEAST ALONG US 15/501 FOR 5.6 MI (9.01 KM) FROM US 1
 DJ9608'INTERSECTION TO SR 1225 (ASHEMONT ROAD), THENCE WEST ON SR 1225 FOR
 DJ9608'2.1 MI (3.38 KM) TO 11TH ABN DIVISION ROAD (TURN RIGHT), THENCE ALONG
 DJ9608'11TH ABN DIVISION ROAD FOR 0.3 MI (0.48 KM) TO GLIDER ROAD (TURN
 DJ9608'LEFT), THENCE ALONG GLIDER ROAD FOR 2.1 MI (3.38 KM) TO FENCE TO
 DJ9608'MACKALL ARMY AIRFIELD, CONTINUE THRU GATE FOR 0.1 MI (0.16 KM) AND
 DJ9608'TURN RIGHT TO STATION ON WEST END OF THE AIRFIELD AND IN FRONT OF
 DJ9608'MACKALL AIR TRAFFIC CONTROL TOWER.
 DJ9608' 
 DJ9608'STATION IS A 12-IN (30 CM) DIAMETER CAMP MACKALL COMMEMORATIVE DISK
 DJ9608'SET IN A 36-IN (91 CM) CONCRETE BASE.  MARK IS ABOUT LEVEL WITH
 DJ9608'ASPHALT RAMP AND IS FLUSH WITH THE GROUND.  LOCATED 96.8 FT (29.5 M)
 DJ9608'NORTH-NORTHEAST OF THE CENTER OF THE NORTHEAST SIDE OF CONTROL TOWER,
 DJ9608'50.0 FT (15.2 M) WEST-NORTHWEST OF THE CENTER OF GRAVEL ENTRANCE TO
 DJ9608'ASPHALT RAMP, 140.5 FT (42.8 M) EAST-SOUTHEAST OF THE CENTER OF THE
 DJ9608'NORTHWEST ENTRANCE TO ASPHALT RAMP AREA, 18.0 FT (5.5 M)
 DJ9608'SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE ASPHALT RAMP AREA, 48.9
 DJ9608'FT (14.9 M) NORTH-NORTHWEST OF CHAIN LINK FENCE GATE POST, AND 31.6 FT
 DJ9608'(9.6 M) NORTH-NORTHEAST OF A 8-FT CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2039 ***********************************************************************
 EZ2039  DESIGNATION -  CAMP RM 2
 EZ2039  PID         -  EZ2039
 EZ2039  STATE/COUNTY-  NC/CUMBERLAND
 EZ2039  USGS QUAD   -  MANCHESTER (1987)
 EZ2039
 EZ2039                         *CURRENT SURVEY CONTROL
 EZ2039  ___________________________________________________________________
 EZ2039* NAD 83(1986)-  35 08 58.     (N)    078 57 29.     (W)     SCALED    
 EZ2039* NAVD 88     -        88.461  (meters)     290.23   (feet)  ADJUSTED  
 EZ2039  ___________________________________________________________________
 EZ2039  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ2039  DYNAMIC HT  -          88.380 (meters)     289.96  (feet)  COMP
 EZ2039  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 EZ2039
 EZ2039  VERT ORDER  -  FIRST     CLASS II
 EZ2039
 EZ2039.The horizontal coordinates were scaled from a topographic map and have
 EZ2039.an estimated accuracy of +/- 6 seconds.
 EZ2039
 EZ2039.The orthometric height was determined by differential leveling
 EZ2039.and adjusted in June 1991.
 EZ2039
 EZ2039.The geoid height was determined by GEOID03.
 EZ2039
 EZ2039.The dynamic height is computed by dividing the NAVD 88
 EZ2039.geopotential number by the normal gravity value computed on the
 EZ2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2039.degrees latitude (g = 980.6199 gals.).
 EZ2039
 EZ2039.The modeled gravity was interpolated from observed gravity values.
 EZ2039
 EZ2039;                    North         East    Units  Estimated Accuracy
 EZ2039;SPC NC       -   155,240.      613,420.      MT  (+/- 180 meters Scaled)
 EZ2039
 EZ2039                          SUPERSEDED SURVEY CONTROL
 EZ2039
 EZ2039  NGVD 29 (10/06/93)   88.705  (m)          291.03   (f) ADJUSTED    1 2
 EZ2039
 EZ2039.Superseded values are not recommended for survey control.
 EZ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2039.See file dsdata.txt to determine how the superseded data were derived.
 EZ2039
 EZ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU860915(NAD 83)
 EZ2039_MARKER: DR = REFERENCE MARK DISK
 EZ2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2039_SP_SET: CONCRETE POST
 EZ2039_STAMPING: CAMP 1949 NO 2
 EZ2039_PROJECTION: PROJECTING 5 CENTIMETERS
 EZ2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2039+STABILITY: SURFACE MOTION
 EZ2039
 EZ2039  HISTORY     - Date     Condition        Report By
 EZ2039  HISTORY     - 1949     MONUMENTED       CGS
 EZ2039  HISTORY     - 1980     GOOD             NCGS
 EZ2039  HISTORY     - 1980     GOOD             NGS
 EZ2039
 EZ2039                          STATION DESCRIPTION
 EZ2039
 EZ2039'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2039'1.5 MI SE FROM SPRING LAKE.
 EZ2039'1.15 MILES SOUTHEAST ALONG N.C. 87-210 FROM INTERSECTION WITH N.C. 24
 EZ2039'IN SPRING LAKE, ON WEST SIDE BETWEEN HIGHWAY AND RAILROAD, ON
 EZ2039'PROLONGATION OF NORTH EDGE OF A HIGHWAY MEDIAN CROSSOVER, 45.6 FEET
 EZ2039'SOUTHWEST OF CENTERLINE OF SOUTHBOUND LANES OF HIGHWAY, 59.0 FEET
 EZ2039'NORTHEAST OF RAIL, 100.6 FEET SOUTHEAST OF--CAMP--TRIANGULATION
 EZ2039'STATION, 1.8 FEET NORTHEAST OF 10 INCH PINE WITH REFERENCE TAG AND
 EZ2039'13.8 FEET NORTHWEST OF 4 INCH PINE WITH REFERENCE TAG.
 EZ2039'THE MARK IS 1 FT ABOVE HIGHWAY.
 EZ2039
 EZ2039                          STATION RECOVERY (1980)
 EZ2039
 EZ2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EZ2039'1.15 MILES SOUTHEAST ALONG STATE ROUTES 87 AND 210 FROM THE JUNCTION
 EZ2039'WITH STATE ROUTE 24 IN SPRING LAKE TO THE MARK ON THE RIGHT, 1.8 FEET
 EZ2039'NORTHEAST OF A 10-INCH PINE TREE WITH A REFERENCE TAG, 13.8 FEET
 EZ2039'NORTHWEST OF A 4-INCH PINE TREE WITH A REFERENCE TAG, 45.6 FEET
 EZ2039'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF STATE 87, AND
 EZ2039'59 FEET NORTHEAST OF THE NORTHEAST RAIL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2550 ***********************************************************************
 EZ2550  DESIGNATION -  CAMP RM 3
 EZ2550  PID         -  EZ2550
 EZ2550  STATE/COUNTY-  NC/CUMBERLAND
 EZ2550  USGS QUAD   -  MANCHESTER (1987)
 EZ2550
 EZ2550                         *CURRENT SURVEY CONTROL
 EZ2550  ___________________________________________________________________
 EZ2550* NAD 83(1986)-  35 08 58.     (N)    078 57 29.     (W)     SCALED    
 EZ2550* NAVD 88     -        88.69   (meters)     291.0    (feet)  RESET     
 EZ2550  ___________________________________________________________________
 EZ2550  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ2550  VERT ORDER  -  THIRD
 EZ2550
 EZ2550.The horizontal coordinates were scaled from a topographic map and have
 EZ2550.an estimated accuracy of +/- 6 seconds.
 EZ2550
 EZ2550.The orthometric height was computed from unverified reset data.
 EZ2550.No vertical observational check was made to the station.
 EZ2550
 EZ2550.The geoid height was determined by GEOID03.
 EZ2550
 EZ2550;                    North         East    Units  Estimated Accuracy
 EZ2550;SPC NC       -   155,240.      613,420.      MT  (+/- 180 meters Scaled)
 EZ2550
 EZ2550                          SUPERSEDED SURVEY CONTROL
 EZ2550
 EZ2550  NGVD 29 (06/22/04)   88.93   (m)          291.8    (f) RESET       3  
 EZ2550
 EZ2550.Superseded values are not recommended for survey control.
 EZ2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2550.See file dsdata.txt to determine how the superseded data were derived.
 EZ2550
 EZ2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU860915(NAD 83)
 EZ2550_MARKER: DR = REFERENCE MARK DISK
 EZ2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2550_SP_SET: CONCRETE POST
 EZ2550_STAMPING: CAMP 1918 NO 3 1980
 EZ2550_MARK LOGO: NGS   
 EZ2550_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2550+STABILITY: SURFACE MOTION
 EZ2550
 EZ2550  HISTORY     - Date     Condition        Report By
 EZ2550  HISTORY     - 1980     MONUMENTED       NGS
 EZ2550  HISTORY     - 19820322 GOOD             NGS
 EZ2550
 EZ2550                          STATION DESCRIPTION
 EZ2550
 EZ2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EZ2550'1.15 MILES (1.85 KM) SOUTHEAST ALONG STATE ROUTES 87 AND 210 FROM THE
 EZ2550'JUNCTION WITH STATE ROUTE 24 IN SPRING LAKE TO THE MARK ON THE RIGHT,
 EZ2550'11.4 FEET (3.5 M) SOUTHEAST OF A 6-INCH PINE TREE WITH A REFERENCE
 EZ2550'TAG, 44 FEET (13.4 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH-BOUND
 EZ2550'LANE OF STATE 87 AND 57 FEET (17.4 M) NORTHEAST OF THE NORTHEAST RAIL
 EZ2550'OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0339 ***********************************************************************
 EZ0339  DESIGNATION -  CAMP=H 23
 EZ0339  PID         -  EZ0339
 EZ0339  STATE/COUNTY-  NC/CUMBERLAND
 EZ0339  USGS QUAD   -  MANCHESTER (1987)
 EZ0339
 EZ0339                         *CURRENT SURVEY CONTROL
 EZ0339  ___________________________________________________________________
 EZ0339* NAD 83(2001)-  35 08 58.36651(N)    078 57 29.13908(W)     ADJUSTED  
 EZ0339* NAVD 88     -        88.576  (meters)     290.60   (feet)  ADJUSTED  
 EZ0339  ___________________________________________________________________
 EZ0339  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 EZ0339  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 EZ0339  DYNAMIC HT  -          88.494 (meters)     290.33  (feet)  COMP
 EZ0339  MODELED GRAV-     979,713.0   (mgal)                       NAVD 88
 EZ0339
 EZ0339  HORZ ORDER  -  SECOND
 EZ0339  VERT ORDER  -  FIRST     CLASS II
 EZ0339
 EZ0339.The horizontal coordinates were established by classical geodetic methods
 EZ0339.and adjusted by the National Geodetic Survey in August 2005.
 EZ0339
 EZ0339.The orthometric height was determined by differential leveling
 EZ0339.and adjusted in June 1991.
 EZ0339
 EZ0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0339
 EZ0339.The geoid height was determined by GEOID03.
 EZ0339
 EZ0339.The dynamic height is computed by dividing the NAVD 88
 EZ0339.geopotential number by the normal gravity value computed on the
 EZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0339.degrees latitude (g = 980.6199 gals.).
 EZ0339
 EZ0339.The modeled gravity was interpolated from observed gravity values.
 EZ0339
 EZ0339;                    North         East     Units Scale Factor Converg.
 EZ0339;SPC NC       -   155,252.364   613,419.271   MT  0.99987418   +0 01 27.1
 EZ0339;SPC NC       -   509,357.13  2,012,526.39   sFT  0.99987418   +0 01 27.1
 EZ0339;UTM  17      - 3,891,535.970   686,001.036   MT  1.00002639   +1 10 33.2
 EZ0339
 EZ0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0339!SPC NC       -   0.99999130  x   0.99987418  =   0.99986548
 EZ0339!UTM  17      -   0.99999130  x   1.00002639  =   1.00001769
 EZ0339
 EZ0339|---------------------------------------------------------------------|
 EZ0339| PID    Reference Object                     Distance      Geod. Az  |
 EZ0339|                                                           dddmmss.s |
 EZ0339| EZ6102 CAMP RM                              12.798 METERS 01411     |
 EZ0339| EZ2039 CAMP RM 2                            30.675 METERS 13251     |
 EZ0339| EZ4845 FAYETTEVILLE RADIO WFLB MAST        APPROX.10.3 KM 1503026.2 |
 EZ0339| EZ0338 LAKE=G 23                           APPROX. 2.1 KM 1512607.2 |
 EZ0339| EZ4878 F A R T C                           402.904 METERS 2240732.1 |
 EZ0339| EZ2038 CAMP AZ MK                                         3172024.0 |
 EZ0339|---------------------------------------------------------------------|
 EZ0339
 EZ0339                          SUPERSEDED SURVEY CONTROL
 EZ0339
 EZ0339  NAD 83(1986)-  35 08 58.37432(N)    078 57 29.13900(W) AD(       ) 2
 EZ0339  NAD 27      -  35 08 57.78900(N)    078 57 30.02600(W) AD(       ) 2
 EZ0339  NGVD 29 (10/06/93)   88.819  (m)          291.40   (f) ADJUSTED    1 2
 EZ0339
 EZ0339.Superseded values are not recommended for survey control.
 EZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0339.See file dsdata.txt to determine how the superseded data were derived.
 EZ0339
 EZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU8600191536(NAD 83)
 EZ0339_MARKER: DS = TRIANGULATION STATION DISK
 EZ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0339_STAMPING: CAMP 1918 H 23 291.220
 EZ0339_MARK LOGO: CGS   
 EZ0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ0339
 EZ0339  HISTORY     - Date     Condition        Report By
 EZ0339  HISTORY     - 1918     MONUMENTED       CGS
 EZ0339  HISTORY     - 1933     GOOD             CGS
 EZ0339  HISTORY     - 1945     GOOD             USE
 EZ0339  HISTORY     - 1948     MARK NOT FOUND   NGS
 EZ0339  HISTORY     - 1949     GOOD             CGS
 EZ0339  HISTORY     - 1960     GOOD             AIRSUR
 EZ0339  HISTORY     - 1972     GOOD             NGS
 EZ0339  HISTORY     - 1980     GOOD             NGS
 EZ0339  HISTORY     - 1980     GOOD             NCGS
 EZ0339  HISTORY     - 1980     GOOD             NCGS
 EZ0339  HISTORY     - 1983     GOOD             NGS
 EZ0339
 EZ0339                          STATION DESCRIPTION
 EZ0339
 EZ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS)
 EZ0339'LOCATED ABOUT 7 MILES NORTHWEST OF FAYETTEVILLE.
 EZ0339
 EZ0339                          STATION RECOVERY (1933)
 EZ0339
 EZ0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 EZ0339'ABOUT 7 MILES NORTHWEST OF FAYETTEVILLE, 1 MILE SOUTHEAST OF
 EZ0339'CONCRETE OVERGRADE CROSSING OF ROUTE 53 JUST NORTH OF NORTHEAST
 EZ0339'BOUNDARY OF FORT BRAGG MILITARY RESERVATION, ON FIRST CURVE OF
 EZ0339'ATLANTIC COAST LINE RAILROAD SOUTH OF FORT BRAGG, FREIGHT STATION,
 EZ0339'ON PROLONGATION OF TANGENT TO NORTHEAST RAIL TOWARD FAYETTEVILLE
 EZ0339'42.0 FEET (SLOPE) NORTHEAST OF NORTHEAST RAIL, 5 METERS (16
 EZ0339'FEET) EAST OF EDGE OF 10-FOOT CUT, 37 FEET SOUTHWEST OF
 EZ0339'TELEPHONE POLE NO. 351, 59 FEET SOUTHWEST OF CENTER LINE OF
 EZ0339'SAND-CLAY HIGHWAY, AND 61 FEET SOUTHEAST OF 6-INCH OAK TREE.  TO
 EZ0339'REACH FROM FAYETTEVILLE, GO NORTHWEST ABOUT 10 MILES ON ROUTE 53
 EZ0339'OR 1 MILE BEYOND FORT BRAGG TO CONCRETE OVERGRADE CROSSING
 EZ0339'TURN RIGHT ONTO SAND-CLAY HIGHWAY JUST AFTER CROSSING BRIDGE,
 EZ0339'AND PROCEED ABOUT 1 MILE TO STATION SITE AT CURVE IN HIGHWAY
 EZ0339'TO RIGHT AT POINT WHERE HIGHWAY PARALLELS RAILROAD.  SURFACE
 EZ0339'MARK IS STANDARD DISK STATION MARK IN CONCRETE,
 EZ0339'UNDERGROUND MARK IS NAIL IN CONCRETE.  REFERENCE MARK
 EZ0339'IS STANDARD REFERENCE DISK IN CONCRETE, 40 FEET
 EZ0339'NORTHWEST OF TELEPHONE POLE NO. 351, AT FOOT OF TELEPHONE
 EZ0339'POLE NO. 353, 24 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 EZ0339'76.0 FEET (SLOPE) NORTHEAST OF NORTHEAST RAIL OF RAILROAD, AND
 EZ0339'12.80 METERS (42.0 FEET) FROM STATION N 14 DEG 13 MIN E.
 EZ0339'MIN.  AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE
 EZ0339'DISK IN CONCRETE, 45 FEET SOUTHWEST OF CENTER LINE OF
 EZ0339'HIGHWAY, 48.2 FEET (SLOPE) NORTHEAST OF NORTHEAST RAIL OR
 EZ0339'RAILROAD, 53 FEET WEST OF TELEPHONE POLE NO. 355, AND APPROXIMATELY
 EZ0339'200 YARDS FROM STATION N 42 DEG 40 MIN W.
 EZ0339
 EZ0339                          STATION RECOVERY (1945)
 EZ0339
 EZ0339'RECOVERY NOTE BY US ENGINEERS 1945 (HFM)
 EZ0339'LETTER OF H.F. MARPLES, FLUSHING, N.Y. DATED DEC. 11, 1945--STATION
 EZ0339'REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED.  STATE ROUTE
 EZ0339'53 IS NOW STATE ROUTE 87.
 EZ0339
 EZ0339                          STATION RECOVERY (1948)
 EZ0339
 EZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EZ0339'4 MI SE FROM MANCHESTER.
 EZ0339'STATION IS LOCATED 8.1 MILES NW OF FAYETTEVILLE, 1.5 MILES SE OF
 EZ0339'SPRING LAKE, 1.1 MILES SE OF OVERHEAD CROSSING OF NC 24, 1.15 MILES
 EZ0339'SE ALONG NC 210-87 FROM INTERSECTION WITH NC 24, JUST NORTH OF NE
 EZ0339'BOUNDARY OF FORT BRAGG MILITARY RESERVATION, 57.7 FT SW OF C/L
 EZ0339'OF S BOUND LANE OF NC 210-87, 42.0 FT (SLOPE) NE OF NE RAIL OF
 EZ0339'SEABOARD COAST LINE RR, APPROXIMATELY 16 FT E OF EDGE OF 10 FT
 EZ0339'CUT, 37 FT SW OF TP 351, 25.4 FT S OF 8 INCH OAK, AND 47.3 FT
 EZ0339'NW OF 8 INCH PINE.  TO REACH STATION FROM THE MARKET SQUARE IN
 EZ0339'FAYETTEVILLE, PROCEED N ALONG U.S. 401 BUS. (GREEN ST.) FOR 0.3
 EZ0339'MILE TO INTERSECTION WITH NC 210-87-24 (ROWAN ST.), TURN LEFT
 EZ0339'AND CONTINUE NW ALONG NC 210-87 (ROWAN ST. AND MURCHISON RD.)
 EZ0339'FOR ABOUT 8.0 MILES TO STATION ON LEFT AS DESCRIBED.
 EZ0339
 EZ0339                          STATION RECOVERY (1949)
 EZ0339
 EZ0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 EZ0339'STATION WAS RECOVERED AS DESCRIBED AND STATION AND AZIMUTH MARKS
 EZ0339'WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK HAD BEEN
 EZ0339'SLIGHTLY DAMAGED BY ROAD GRADING EQUIPMENT.  THE DISTANCE AND
 EZ0339'DIRECTION TO THE AZIMUTH MARK AND THE DISTANCE TO THE REFERENCE
 EZ0339'MARK WERE CHECKED.  THE DIRECTION TO THE REFERENCE MARK DID NOT
 EZ0339'CHECK.  STATION MARK, AZIMUTH MARK AND REFERENCE MARK ARE
 EZ0339'DESCRIBED.
 EZ0339'
 EZ0339'A NO. 2 REFERENCE MARK WAS ESTABLISHED BY THIS PARTY.  IT IS
 EZ0339'100.64 FEET SOUTHEAST OF THE STATION, 59 FEET NORTHEAST OF THE
 EZ0339'NORTHEAST RAIL OF THE ATLANTIC COASTLINE RAILROAD AND 46 FEET
 EZ0339'SOUTHWEST OF THE CENTER OF A PAVED ROAD.  THE MARK
 EZ0339'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CAMP NO 2 1949.
 EZ0339'
 EZ0339'OLD DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE ROAD
 EZ0339'PASSING THE STATION IS NOW A PAVED ROAD.  A NEW TO REACH FOLLOWS--
 EZ0339'
 EZ0339'TO REACH THE STATION FROM THE MARKET SQUARE IN FAYETTEVILLE, GO
 EZ0339'WEST ON U.S. HIGHWAY 15 A FOR 0.6 MILE TO FORT BRAGG BOULEVARD,
 EZ0339'TURN RIGHT AND GO NORTH ON BOULEVARD FOR 0.5 MILE TO A TRAFFIC
 EZ0339'LIGHT, TURN RIGHT AND GO 0.05 MILE TO A REVERSE Y INTERSECTION,
 EZ0339'TURN LEFT AND FOLLOW PAVED ROAD FOR 6.7 MILES TO A RAILROAD
 EZ0339'CROSSING, CONTINUE ON PAVED ROAD FOR 1.1 MILES TO STATION ON
 EZ0339'LEFT.
 EZ0339
 EZ0339                          STATION RECOVERY (1960)
 EZ0339
 EZ0339'RECOVERY NOTE BY AIR SURVEY CORPORATION 1960 (TAH)
 EZ0339'STATION RECOVERED AS DESCRIBED.
 EZ0339
 EZ0339                          STATION RECOVERY (1972)
 EZ0339
 EZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 EZ0339'RECOVERED IN GOOD CONDITION.
 EZ0339
 EZ0339                          STATION RECOVERY (1980)
 EZ0339
 EZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ0339'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 EZ0339'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT
 EZ0339'FOUND.  REFERENCE MARK 3 WAS ESTABLISHED.  THE AZIMUTH MARK IS
 EZ0339'OBSTRUCTED BY TREES.
 EZ0339'
 EZ0339'A COMPLETE NEW DESCRIPTION FOLLOWS
 EZ0339'
 EZ0339'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF SPRINGLAKE ON THE
 EZ0339'SOUTHWEST RIGHT-OF-WAY OF STATE ROUTES 87 AND 210.
 EZ0339'
 EZ0339'TO REACH FROM THE JUNCTION OF STATE ROUTES 87, 210 AND 24 IN SPRING
 EZ0339'LAKE, GO SOUTHEAST ON STATE ROUTES 87 AND 210 FOR 1.05 MILES TO
 EZ0339'THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHEAST FOR 0.1 MILE TO
 EZ0339'THE STATION ON THE RIGHT.
 EZ0339'
 EZ0339'STATION MARK IS A STANDARD DISK STAMPED---CAMP 1918 H 23 291.220---
 EZ0339'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, PROJETING 4 INCHES
 EZ0339'ABOVE GROUND SURFACE.  THE SUB-SURFACE MARK WAS NOT INSPECTED.  THEY
 EZ0339'ARE 17 FEET EAST NORTHEAST OF A 3-INCH PINE WITH AN ALUMINUM
 EZ0339'REFERENCE TAG, 32 FEET NORTHWEST OF AN 8-INCH PINE TREE WITH A
 EZ0339'REFERENCE TAG, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF RAILROAD
 EZ0339'TRACKS, 57.7 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROUTE 87 AND
 EZ0339'210 AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 1.5 FEET
 EZ0339'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 EZ0339'
 EZ0339'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CAMP NO 2 1949---SET
 EZ0339'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 EZ0339'INCHES.  IT IS 59 FEET NORTH OF THE NORTHEAST RAIL OF RAILROAD TRACKS,
 EZ0339'45.6 FEET SOUTHWEST OF THE SOUTH-BOUND LANE AT THE CENTERLINE OF STATE
 EZ0339'ROUTE 87 AND 210, 13.8 FEET NORTHWEST OF A 4-INCH PINE TREE WITH A
 EZ0339'REFERENCE TAG AND 1.8 NORTHEAST OF A 10-INCH PINE TREE WITH A
 EZ0339'REFERENCE TAG.
 EZ0339'
 EZ0339'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---CAMP 1918 NO 3
 EZ0339'1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS
 EZ0339'12-INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 57 FEET NORTHEAST
 EZ0339'OF THE NORTHEAST RAIL OF RAILROAD TRACKS, 44 FEET SOUTHWEST OF THE
 EZ0339'CENTERLINE OF THE SOUTH BOUND LANE OF STATE 87 AND 210 AND 11.4 FEET
 EZ0339'SOUTHEAST OF A 6-INCH PINE TREE WITH REFERENCE TAG.
 EZ0339'
 EZ0339'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED---CAMP AZ MARK
 EZ0339'1933---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 EZ0339'PROJECTS 18 INCHES.  IT IS 7 FEET NORTH OF A TWIN-TRUNK 8-INCH PINE
 EZ0339'TREE WITH A REFERENCE TAG, 8.2 FEET EAST-SOUTHEAST OF A 6-INCH
 EZ0339'PINE WITH A REFERENCE TAG, 45.3 FEET SOUTHWEST OF THE CENTERLINE
 EZ0339'OF THE SOUTH BOUND LANE OF STATE HIGHWAY 87 AND 48.2 FEET NORTHEAST
 EZ0339'OF THE EAST RAIL OF RAILROAD TRACKS.
 EZ0339
 EZ0339                          STATION RECOVERY (1980)
 EZ0339
 EZ0339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ0339'1.15 MILES SOUTHEAST ALONG N.C. 87-210 FROM INTERSECTION WITH N.C. 24
 EZ0339'IN SPRING LAKE, ON WEST SIDE BETWEEN HIGHWAY AND RAILROAD AND
 EZ0339'APPROXIMATELY 200 FEET NORTH OF A MEDIAN CROSSOVER, 57.7 FEET
 EZ0339'SOUTHWEST OF CENTERLINE OF SOUTHBOUND LANES OF HIGHWAY, 42.0 FEET
 EZ0339'NORTHEAST OF NORTHEAST RAIL, 32.0 FEET NORTHWEST OF 8 INCH PINE WITH
 EZ0339'REFERENCE TAG, 17.0 FEET EAST-NORTHEAST OF 3 INCH PINE WITH REFERENCE
 EZ0339'TAG AND 100.6 FEET NORTHWEST OF REFERENCE MARK 2.
 EZ0339'THE MARK IS 1.5 FT  SSW FROM A WITNESS POST.
 EZ0339'THE MARK IS 2 FT ABOVE HIGHWAY.
 EZ0339
 EZ0339                          STATION RECOVERY (1980)
 EZ0339
 EZ0339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ0339'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 EZ0339'CONDITION.  REFERENCE MARK 1918 WAS SEARCHED FOR BUT NOT FOUND.  IT
 EZ0339'WAS PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
 EZ0339'
 EZ0339'THE STATION IS ABOUT 1.5 MILES SOUTHEAST OF SPRING LAKE, BETWEEN
 EZ0339'NC 87-210 AND A RAILROAD TRACK APPROXIMATELY 200 FEET NORTH OF A
 EZ0339'MEDIAN CROSSOVER IN THE HIGHWAY.  TO REACH THE STATION FROM THE
 EZ0339'JUNCTION OF NC 87-210 AND NC 24 AT THE RAILROAD UNDERPASS BETWEEN
 EZ0339'SPRING LAKE AND FORT BRAGG MILITARY RESERVATION, PROCEED SOUTHEAST
 EZ0339'ALONG NC 87-210 FOR 1.05 MILES TO AZIMUTH MARK ON THE RIGHT AND
 EZ0339'CONTINUE 0.1 MILE TO STATION ON THE RIGHT.
 EZ0339'
 EZ0339'THE STATION MARK IS A STANDARD DISK STAMPED---CAMP H23 1918
 EZ0339'291.220--- SET IN A SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES ABOVE
 EZ0339'THE GROUND SURFACE.  THE MARK IS 57.7 FEET SOUTHWEST OF THE CENTERLINE
 EZ0339'OF SOUTH BOUND LANES, 42.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 EZ0339'TRACKS, 32.0 FEET NORTHWEST OF AN 8 INCH PINE WITH REFERENCE TAG,
 EZ0339'17.0 FEET EAST-NORTHEAST OF A 3 INCH PINE WITH REFERENCE TAG AND
 EZ0339'100.6 FEET NORTHWEST OF REFERENCE MARK 2.
 EZ0339'
 EZ0339'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CAMP NO 2 1949--- SET IN
 EZ0339'THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 2 INCHES ABOVE THE
 EZ0339'GROUND SURFACE.  THE MARK IS 45.6 FEET SOUTHWEST OF THE CENTERLINE OF
 EZ0339'SOUTHBOUND LANES, 59.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.8 FEET
 EZ0339'NORTHEAST OF A 10 INCH PINE WITH REFERENCE TAG, AND 13.8 FEET
 EZ0339'NORTHWEST OF A 4 INCH PINE WITH REFERENCE TAG.
 EZ0339'
 EZ0339'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---CAMP AZ MARK--- SET IN
 EZ0339'THE TOP OF A SQUARE CONCRETE MONUMENT, WHICH IS 8 INCHES ABOVE THE
 EZ0339'GROUND SURFACE.  THE MARK IS 48.2 (SLOPE) FEET NORTHEAST OF THE EAST
 EZ0339'RAIL OF THE TRACKS, 45.3 FEET SOUTHWEST OF THE CENTERLINE OF
 EZ0339'SOUTHBOUND LANES, 7.0 FEET NORTH OF A TWIN 8 INCH PINE WITH REFERENCE
 EZ0339'TAG AND 8.2 FEET EAST OF A 6 INCH PINE WITH REFERENCE TAG.
 EZ0339
 EZ0339                          STATION RECOVERY (1983)
 EZ0339
 EZ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 EZ0339'STATION MARK AND RM 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 EZ0339'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EZ0339'
 EZ0339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FORT BRAGG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3365 ***********************************************************************
 FA3365  DESIGNATION -  CAMPBELL
 FA3365  PID         -  FA3365
 FA3365  STATE/COUNTY-  NC/CALDWELL
 FA3365  USGS QUAD   -  DREXEL (1993)
 FA3365
 FA3365                         *CURRENT SURVEY CONTROL
 FA3365  ___________________________________________________________________
 FA3365* NAD 83(2001)-  35 52 18.69536(N)    081 35 37.85158(W)     ADJUSTED  
 FA3365* NAVD 88     -       324.1    (meters)    1063.     (feet)  VERTCON   
 FA3365  ___________________________________________________________________
 FA3365  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FA3365  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 FA3365  HORZ ORDER  -  SECOND
 FA3365
 FA3365.The horizontal coordinates were established by classical geodetic methods
 FA3365.and adjusted by the National Geodetic Survey in August 2005.
 FA3365
 FA3365.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3365
 FA3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3365
 FA3365.The geoid height was determined by GEOID03.
 FA3365
 FA3365;                    North         East     Units Scale Factor Converg.
 FA3365;SPC NC       -   238,443.333   375,395.396   MT  0.99993104   -1 29 49.5
 FA3365;SPC NC       -   782,292.84  1,231,609.73   sFT  0.99993104   -1 29 49.5
 FA3365;UTM  17      - 3,969,898.784   446,391.168   MT  0.99963541   -0 20 52.8
 FA3365
 FA3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3365!SPC NC       -   0.99995421  x   0.99993104  =   0.99988525
 FA3365!UTM  17      -   0.99995421  x   0.99963541  =   0.99958964
 FA3365
 FA3365:                Primary Azimuth Mark                     Grid Az
 FA3365:SPC NC       -  BENFIELD                                 216 15 19.0
 FA3365:UTM  17      -  BENFIELD                                 215 06 22.3
 FA3365
 FA3365|---------------------------------------------------------------------|
 FA3365| PID    Reference Object                     Distance      Geod. Az  |
 FA3365|                                                           dddmmss.s |
 FA3365| FA3363 BENFIELD                            APPROX. 1.7 KM 2144529.5 |
 FA3365|---------------------------------------------------------------------|
 FA3365
 FA3365                          SUPERSEDED SURVEY CONTROL
 FA3365
 FA3365  NAD 83(1995)-  35 52 18.69795(N)    081 35 37.85438(W) AD(       ) 2
 FA3365  NAD 83(1986)-  35 52 18.70284(N)    081 35 37.85625(W) AD(       ) 2
 FA3365  NAD 27      -  35 52 18.24065(N)    081 35 38.51432(W) AD(       ) 2
 FA3365  NGVD 29 (07/19/86)  324.3    (m)         1064.     (f) VERT ANG    3  
 FA3365
 FA3365.Superseded values are not recommended for survey control.
 FA3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3365.See file dsdata.txt to determine how the superseded data were derived.
 FA3365
 FA3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4639169899(NAD 83)
 FA3365_MARKER: DE = TRAVERSE STATION DISK
 FA3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3365_STAMPING: CAMPBELL 1969
 FA3365_MARK LOGO: NCGS  
 FA3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3365+STABILITY: SURFACE MOTION
 FA3365
 FA3365  HISTORY     - Date     Condition        Report By
 FA3365  HISTORY     - 1969     MONUMENTED       NCGS
 FA3365
 FA3365                          STATION DESCRIPTION
 FA3365
 FA3365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FA3365'CAMPBELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3365'IN THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3365'
 FA3365'CAMPBELL IS LOCATED APPROXIMATELY 4.3 MILES SOUTHWEST OF
 FA3365'LENOIR.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA3365'NC 18 BUS. AND NC 18 BYPASS SOUTHWEST OF THE CENTER OF LENOIR,
 FA3365'GO SOUTHWEST ON NC 18 FOR 0.4 MILE TO THE FIRST INTERSECTION
 FA3365'OF NC 18 AND SR 1190 (OLD NC 18 ROAD), CONTINUE ON NC 18 FOR 1.05
 FA3365'MILES TO THE SECOND INTERSECTION OF NC 18 AND SR 1190 (OLD NC
 FA3365'18), CONTINUE ON NC 18 FOR 0.75 MILE TO THIRD INTERSECTION OF
 FA3365'SR 1190 (OLD NC 18) AND STATION ON RIGHT.  WHICH IS 0.4
 FA3365'MILE NORTHEAST OF SR 1143 (ROCKY ROAD).
 FA3365'
 FA3365'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3365'CAMPBELL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE
 FA3365'TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA3365'
 FA3365'MARK IS
 FA3365'
 FA3365'27.3 FT NW OF C/L OF NC 18
 FA3365'
 FA3365'63.0 FT SSW OF C/L OF SR 1190
 FA3365'
 FA3365'39.3 FT ENE OF PP M 84 WITH ALUMINUM REF. TAG
 FA3365'
 FA3365'70.8 FT S OF STOP SIGN WITH ALUMINUM REF. TAG
 FA3365'
 FA3365'66.2 FT NE OF KEEP RIGHT SIGN AND WITH ALUMINUM REF. TAG
 FA3365'
 FA3365'163.0 FT NE OF PP WITH ALUMINUM REF. TAG
 FA3365'
 FA3365'153.0 FT ENE OF SR 1190 SIGN POST AND WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2108 ***********************************************************************
 EB2108  DESIGNATION -  CAMPBELL
 EB2108  PID         -  EB2108
 EB2108  STATE/COUNTY-  NC/BRUNSWICK
 EB2108  USGS QUAD   -  WINNABOW (1990)
 EB2108
 EB2108                         *CURRENT SURVEY CONTROL
 EB2108  ___________________________________________________________________
 EB2108* NAD 83(2001)-  34 07 37.47605(N)    078 06 12.95860(W)     ADJUSTED  
 EB2108* NAVD 88     -         7.7    (meters)      25.     (feet)  VERTCON   
 EB2108  ___________________________________________________________________
 EB2108  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EB2108  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 EB2108  HORZ ORDER  -  SECOND
 EB2108
 EB2108.The horizontal coordinates were established by classical geodetic methods
 EB2108.and adjusted by the National Geodetic Survey in August 2005.
 EB2108
 EB2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2108
 EB2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2108
 EB2108.The geoid height was determined by GEOID03.
 EB2108
 EB2108;                    North         East     Units Scale Factor Converg.
 EB2108;SPC NC       -    42,204.815   692,295.583   MT  1.00006350   +0 31 02.6
 EB2108;SPC NC       -   138,466.96  2,271,306.43   sFT  1.00006350   +0 31 02.6
 EB2108;UTM  17      - 3,780,035.964   767,119.822   MT  1.00047966   +1 37 33.3
 EB2108
 EB2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2108!SPC NC       -   1.00000454  x   1.00006350  =   1.00006804
 EB2108!UTM  17      -   1.00000454  x   1.00047966  =   1.00048420
 EB2108
 EB2108:                Primary Azimuth Mark                     Grid Az
 EB2108:SPC NC       -  BECK                                     200 38 11.7
 EB2108:UTM  17      -  BECK                                     199 31 41.0
 EB2108
 EB2108|---------------------------------------------------------------------|
 EB2108| PID    Reference Object                     Distance      Geod. Az  |
 EB2108|                                                           dddmmss.s |
 EB2108| EB2125 BECK                                APPROX. 1.1 KM 2010914.3 |
 EB2108|---------------------------------------------------------------------|
 EB2108
 EB2108                          SUPERSEDED SURVEY CONTROL
 EB2108
 EB2108  NAD 83(1986)-  34 07 37.48642(N)    078 06 12.97082(W) AD(       ) 2
 EB2108  NAD 27      -  34 07 36.87202(N)    078 06 13.99106(W) AD(       ) 2
 EB2108  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG    3  
 EB2108
 EB2108.Superseded values are not recommended for survey control.
 EB2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2108.See file dsdata.txt to determine how the superseded data were derived.
 EB2108
 EB2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT6712080036(NAD 83)
 EB2108_MARKER: DE = TRAVERSE STATION DISK
 EB2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2108_STAMPING: CAMPBELL 1975
 EB2108_MARK LOGO: NCGS  
 EB2108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EB2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2108+STABILITY: SURFACE MOTION
 EB2108
 EB2108  HISTORY     - Date     Condition        Report By
 EB2108  HISTORY     - 1975     MONUMENTED       NCGS
 EB2108  HISTORY     - 19980928 MARK NOT FOUND   NCGS
 EB2108  HISTORY     - 19980928 MARK NOT FOUND   NCGS
 EB2108  HISTORY     - 20010628 MARK NOT FOUND   USPSQD
 EB2108
 EB2108                          STATION DESCRIPTION
 EB2108
 EB2108'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 EB2108'CAMPBELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EB2108'IN THE VICINITY OF WINNABOW, NORTH CAROLINA.
 EB2108'
 EB2108'CAMPBELL IS LOCATED APPROXIMATELY 1.6 MILES SSW OF WINNABOW, AND
 EB2108'5.0 MILES NE OF BOLIVIA, AND 15.1 MILES NNW OF SOUTHPORT.  TO
 EB2108'REACH STATION FROM INTERSECTION OF SR 1406 AND SR 1521 WITH U.S. 17
 EB2108'AT WINNABOW, PROCEED SOUTH ALONG U.S. 17 FOR 1.75 MILES TO STATION
 EB2108'ON THE RIGHT IN NW SHOULDER, APPROXIMATELY 600 FEET SOUTH OF AN
 EB2108'ELECTRICAL SUBSTATION, AND 0.6 MILE SOUTH OF THE INTERSECTION
 EB2108'WITH NC 87 AT BELL SWAMP.
 EB2108'
 EB2108'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EB2108'CAMPBELL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EB2108'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 EB2108'
 EB2108'MARK IS 17.3 FT NW OF C/L OF U.S. 17
 EB2108'
 EB2108'72.6 FT S OF PP WITH ALUMINUM REF. TAG
 EB2108'
 EB2108'187.8 FT NE OF PP WITH ALUMINUM REF. TAG
 EB2108'
 EB2108'85.4 FT W OF 10 IN PINE WITH ALUMINUM REF. TAG
 EB2108'
 EB2108'129.4 FT N OF 15 IN OAK WITH ALUMINUM REF. TAG
 EB2108
 EB2108                          STATION RECOVERY (1998)
 EB2108
 EB2108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2108'NOT FOUND, BELIEVED LOST.
 EB2108
 EB2108                          STATION RECOVERY (1998)
 EB2108
 EB2108'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 EB2108'NOT FOUND, BELIEVED LOST.
 EB2108
 EB2108                          STATION RECOVERY (2001)
 EB2108
 EB2108'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 EB2108'SEARCHED NW SHOULDER OF US 17 WITH MICRONTA 4001.  TWO RMS STILL ON
 EB2108'PPS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2965 ***********************************************************************
 EZ2965  DESIGNATION -  CAMPBELL
 EZ2965  PID         -  EZ2965
 EZ2965  STATE/COUNTY-  NC/LEE
 EZ2965  USGS QUAD   -  COLON (1981)
 EZ2965
 EZ2965                         *CURRENT SURVEY CONTROL
 EZ2965  ___________________________________________________________________
 EZ2965* NAD 83(2001)-  35 31 52.65173(N)    079 11 11.42427(W)     ADJUSTED  
 EZ2965* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 EZ2965  ___________________________________________________________________
 EZ2965  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 EZ2965  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 EZ2965  HORZ ORDER  -  SECOND
 EZ2965
 EZ2965.The horizontal coordinates were established by classical geodetic methods
 EZ2965.and adjusted by the National Geodetic Survey in August 2005.
 EZ2965
 EZ2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2965
 EZ2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2965
 EZ2965.The geoid height was determined by GEOID03.
 EZ2965
 EZ2965;                    North         East     Units Scale Factor Converg.
 EZ2965;SPC NC       -   197,615.673   592,688.107   MT  0.99988445   -0 06 27.5
 EZ2965;SPC NC       -   648,344.09  1,944,510.90   sFT  0.99988445   -0 06 27.5
 EZ2965;UTM  17      - 3,933,476.380   664,416.500   MT  0.99993314   +1 03 14.9
 EZ2965
 EZ2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2965!SPC NC       -   0.99998983  x   0.99988445  =   0.99987428
 EZ2965!UTM  17      -   0.99998983  x   0.99993314  =   0.99992297
 EZ2965
 EZ2965:                Primary Azimuth Mark                     Grid Az
 EZ2965:SPC NC       -  CLARK                                    357 32 31.8
 EZ2965:UTM  17      -  CLARK                                    356 22 49.4
 EZ2965
 EZ2965|---------------------------------------------------------------------|
 EZ2965| PID    Reference Object                     Distance      Geod. Az  |
 EZ2965|                                                           dddmmss.s |
 EZ2965| EZ2964 CLARK                               477.029 METERS 3572604.3 |
 EZ2965|---------------------------------------------------------------------|
 EZ2965
 EZ2965                          SUPERSEDED SURVEY CONTROL
 EZ2965
 EZ2965  NAD 83(1986)-  35 31 52.65530(N)    079 11 11.42937(W) AD(       ) 2
 EZ2965  NAD 27      -  35 31 52.10679(N)    079 11 12.35074(W) AD(       ) 2
 EZ2965  NGVD 29 (07/19/86)   96.5    (m)          317.     (f) VERT ANG    3  
 EZ2965
 EZ2965.Superseded values are not recommended for survey control.
 EZ2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2965.See file dsdata.txt to determine how the superseded data were derived.
 EZ2965
 EZ2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6441733476(NAD 83)
 EZ2965_MARKER: DE = TRAVERSE STATION DISK
 EZ2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2965_STAMPING: CAMPBELL 1970
 EZ2965_MARK LOGO: NCGS  
 EZ2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2965+STABILITY: SURFACE MOTION
 EZ2965
 EZ2965  HISTORY     - Date     Condition        Report By
 EZ2965  HISTORY     - 1970     MONUMENTED       NCGS
 EZ2965
 EZ2965                          STATION DESCRIPTION
 EZ2965
 EZ2965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ2965'CAMPBELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2965'THE VICINITY OF CUMNOCK, NORTH CAROLINA.
 EZ2965'
 EZ2965'CAMPBELL IS LOCATED APPROXIMATELY 3.2 MILES SOUTHEAST OF CUMNOCK AND
 EZ2965'4.6 MILES NNW OF SANFORD.  TO REACH STATION PROCEED FROM THE
 EZ2965'INTERSECTION OF US 1, 15 AND 501 BYPASS AND US 1, 15 AND 501
 EZ2965'BUSINESS ON THE NORTH SIDE OF SANFORD, GO NORTH ON US 1, 15 AND 501
 EZ2965'FOR 0.2 MILE TO SR 1420, CONTINUE NORTH ON US 1, 15 AND 501
 EZ2965'FOR 0.3 MILE TO STATION ON THE LEFT, IN FRONT OF CAMPBELLS
 EZ2965'RESTAURANT AND 1.5 MILES SOUTH OF INTERSECTION OF US 1 WITH US 15,
 EZ2965'501 AND NC 87.
 EZ2965'
 EZ2965'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ2965'CAMPBELL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2965'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2965'
 EZ2965'MARK IS--
 EZ2965'21.0 FEET W OF C/L OF S BOUND TRAFFIC.
 EZ2965'101.9 FEET S OF C/L OF N ENTRANCE TO CAMPBELLS RESTAURANT.
 EZ2965'48.4 FEET N OF C/L OF S ENTRANCE TO CAMPBELLS RESTAURANT.
 EZ2965'56.7 FEET ENE OF SE CORNER OF CAMPBELLS RESTAURANT.
 EZ2965'77.8 FEET NE OF ALUMINUM REF. TAG ON PP.
 EZ2965'10.0 FEET SE OF DRAIN.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4753 ***********************************************************************
 EZ4753  DESIGNATION -  CAMPBELL
 EZ4753  PID         -  EZ4753
 EZ4753  STATE/COUNTY-  NC/HARNETT
 EZ4753  USGS QUAD   -  COATS (1987)
 EZ4753
 EZ4753                         *CURRENT SURVEY CONTROL
 EZ4753  ___________________________________________________________________
 EZ4753* NAD 83(2001)-  35 24 46.27732(N)    078 44 10.04642(W)     ADJUSTED  
 EZ4753* NAVD 88     -        63.7    (meters)     209.     (feet)  VERTCON   
 EZ4753  ___________________________________________________________________
 EZ4753  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 EZ4753  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 EZ4753  HORZ ORDER  -  SECOND
 EZ4753
 EZ4753.The horizontal coordinates were established by classical geodetic methods
 EZ4753.and adjusted by the National Geodetic Survey in August 2005.
 EZ4753
 EZ4753.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4753
 EZ4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4753
 EZ4753.The geoid height was determined by GEOID03.
 EZ4753
 EZ4753;                    North         East     Units Scale Factor Converg.
 EZ4753;SPC NC       -   184,492.677   633,565.372   MT  0.99987653   +0 09 08.3
 EZ4753;SPC NC       -   605,289.72  2,078,622.39   sFT  0.99987653   +0 09 08.3
 EZ4753;UTM  17      - 3,921,182.577   705,557.169   MT  1.00012074   +1 18 44.3
 EZ4753
 EZ4753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4753!SPC NC       -   0.99999521  x   0.99987653  =   0.99987175
 EZ4753!UTM  17      -   0.99999521  x   1.00012074  =   1.00011595
 EZ4753
 EZ4753:                Primary Azimuth Mark                     Grid Az
 EZ4753:SPC NC       -  TT A 82 MON 118                          200 35 43.4
 EZ4753:UTM  17      -  TT A 82 MON 118                          199 26 07.4
 EZ4753
 EZ4753|---------------------------------------------------------------------|
 EZ4753| PID    Reference Object                     Distance      Geod. Az  |
 EZ4753|                                                           dddmmss.s |
 EZ4753| EZ4751 TT A 82 MON 118                     APPROX. 0.5 KM 2004451.7 |
 EZ4753|---------------------------------------------------------------------|
 EZ4753
 EZ4753                          SUPERSEDED SURVEY CONTROL
 EZ4753
 EZ4753  NAD 83(1986)-  35 24 46.28197(N)    078 44 10.05466(W) AD(       ) 2
 EZ4753  NAD 27      -  35 24 45.70174(N)    078 44 10.97908(W) AD(       ) 2
 EZ4753  NGVD 29 (07/19/86)   64.0    (m)          210.     (f) VERT ANG    3  
 EZ4753
 EZ4753.Superseded values are not recommended for survey control.
 EZ4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4753.See file dsdata.txt to determine how the superseded data were derived.
 EZ4753
 EZ4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0555721183(NAD 83)
 EZ4753_MARKER: DE = TRAVERSE STATION DISK
 EZ4753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4753_STAMPING: CAMPBELL 1972
 EZ4753_MARK LOGO: NCGS  
 EZ4753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4753+STABILITY: SURFACE MOTION
 EZ4753
 EZ4753  HISTORY     - Date     Condition        Report By
 EZ4753  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4753  HISTORY     - 19990410 MARK NOT FOUND   USPSQD
 EZ4753  HISTORY     - 20070617 MARK NOT FOUND   GEOCAC
 EZ4753
 EZ4753                          STATION DESCRIPTION
 EZ4753
 EZ4753'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4753'CAMPBELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4753'IN THE VICINITY OF BUIES CREEK, NORTH CAROLINA.
 EZ4753'
 EZ4753'CAMPBELL IS LOCATED APPROXIMATELY 0.25 MILE N OF BUIES CREEK.  TO
 EZ4753'REACH STATION FROM INTERSECTION OF US 421 AND NC 27 IN BUIES CREEK,
 EZ4753'GO EAST ALONG NC 27 TO INTERSECTION OF NC 27 WITH SR 2054 AND SR
 EZ4753'1532, TURN LEFT ALONG SR 1532 AND GO NORTH 0.45 MILE TO
 EZ4753'INTERSECTION OF SR 1532 AND SR 2002 AND STATION IN THE NORTHEAST
 EZ4753'QUADRANT, APPROXIMATELY 300 FEET NORTH OF THE NORTHWEST
 EZ4753'CORNER OF BUIES CREEK HIGH SCHOOL.
 EZ4753'
 EZ4753'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CAMPBELL
 EZ4753'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4753'FLUSH WITH THE GROUND.
 EZ4753'
 EZ4753'MARK IS--
 EZ4753'19.0 FEET N OF C/L OF SR 2002.
 EZ4753'36.8 FEET E OF C/L OF SR 1532.
 EZ4753'13.7 FEET W OF 12 INCH HICKORY WITH ALUMINUM REF. TAG.
 EZ4753'44.3 FEET N OF WESTERNMOST CEDAR TREE ALONG N SIDE OF SCHOOL
 EZ4753'PROPERTY.
 EZ4753
 EZ4753                          STATION RECOVERY (1999)
 EZ4753
 EZ4753'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ4753'MARK NOT FOUND.
 EZ4753
 EZ4753                          STATION RECOVERY (2007)
 EZ4753
 EZ4753'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ4753'THE AREA HAS BEEN GRADED FOR CONSTRUCTION OF A HOUSE AND DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2472 ***********************************************************************
 FY2472  DESIGNATION -  CAMPBELL
 FY2472  PID         -  FY2472
 FY2472  STATE/COUNTY-  NC/ROCKINGHAM
 FY2472  USGS QUAD   -  NORTHWEST EDEN (1978)
 FY2472
 FY2472                         *CURRENT SURVEY CONTROL
 FY2472  ___________________________________________________________________
 FY2472* NAD 83(2001)-  36 30 35.37235(N)    079 47 53.90044(W)     ADJUSTED  
 FY2472* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 FY2472  ___________________________________________________________________
 FY2472  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 FY2472  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 FY2472  HORZ ORDER  -  SECOND
 FY2472
 FY2472.The horizontal coordinates were established by classical geodetic methods
 FY2472.and adjusted by the National Geodetic Survey in August 2005.
 FY2472
 FY2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2472
 FY2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2472
 FY2472.The geoid height was determined by GEOID03.
 FY2472
 FY2472;                    North         East     Units Scale Factor Converg.
 FY2472;SPC NC       -   306,462.094   538,081.801   MT  1.00011387   -0 27 38.7
 FY2472;SPC NC       - 1,005,451.05  1,765,356.71   sFT  1.00011387   -0 27 38.7
 FY2472;SPC VA S     - 1,020,386.147 3,383,695.154   MT  1.00005654   -0 47 16.7
 FY2472;SPC VA S     - 3,347,716.88 11,101,339.85   sFT  1.00005654   -0 47 16.7
 FY2472;UTM  17      - 4,041,169.421   607,606.780   MT  0.99974266   +0 42 54.1
 FY2472
 FY2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2472!SPC NC       -   0.99997255  x   1.00011387  =   1.00008641
 FY2472!SPC VA S     -   0.99997255  x   1.00005654  =   1.00002909
 FY2472!UTM  17      -   0.99997255  x   0.99974266  =   0.99971521
 FY2472
 FY2472|---------------------------------------------------------------------|
 FY2472| PID    Reference Object                     Distance      Geod. Az  |
 FY2472|                                                           dddmmss.s |
 FY2472| FY2488 22 WC 2                              35.287 METERS 02858     |
 FY2472| FY2476 FAIR                                APPROX. 1.2 KM 0570627.5 |
 FY2472|---------------------------------------------------------------------|
 FY2472
 FY2472                          SUPERSEDED SURVEY CONTROL
 FY2472
 FY2472  NAD 83(1993)-  36 30 35.37492(N)    079 47 53.90228(W) AD(       ) 2
 FY2472  NAD 83(1986)-  36 30 35.37845(N)    079 47 53.90379(W) AD(       ) 2
 FY2472  NAD 27      -  36 30 34.88207(N)    079 47 54.77176(W) AD(       ) 2
 FY2472  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG    3  
 FY2472
 FY2472.Superseded values are not recommended for survey control.
 FY2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2472.See file dsdata.txt to determine how the superseded data were derived.
 FY2472
 FY2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA0760741169(NAD 83)
 FY2472_MARKER: DE = TRAVERSE STATION DISK
 FY2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2472_STAMPING: CAMPBELL 1969
 FY2472_MARK LOGO: NCGS  
 FY2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2472+STABILITY: SURFACE MOTION
 FY2472
 FY2472  HISTORY     - Date     Condition        Report By
 FY2472  HISTORY     - 1969     MONUMENTED       NCGS
 FY2472
 FY2472                          STATION DESCRIPTION
 FY2472
 FY2472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2472'CAMPBELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2472'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY2472'
 FY2472'CAMPBELL IS LOCATED APPROXIMATELY 3.1 MILES WEST OF EDEN.  TO
 FY2472'REACH STATION PROCEED FROM THE INTERSECTION OF NC 770 AND NC 87
 FY2472'IN EDEN, GO NORTH ON NC 87 FOR 2.15 MILES TO INTERSECTION OF NC
 FY2472'87 AND SR 1553, TURN LEFT ON SR 1553 AND GO 0.7 MILE TO
 FY2472'INTERSECTION OF SR 1553 AND SR 1557, TURN RIGHT ON SR 1557 AND
 FY2472'GO 0.2 MILE TO STATION ON LEFT SIDE OF ROAD AND IN THE SOUTHEAST
 FY2472'CORNER OF YARD OWNED BY MR. CAMPBELL.
 FY2472'
 FY2472'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2472'CAMPBELL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2472'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY2472'
 FY2472'MARK IS
 FY2472'
 FY2472'81.2 FT NW OF 4X4 POST WITH PAVEMENT ENDS SIGN, AND
 FY2472'WITH ALUMINUM REF. TAG
 FY2472'
 FY2472'88.5 FT SE OF PP LEAD IN TO HOUSE, AND WITH ALUMINUM REF. TAG
 FY2472'
 FY2472'86.1 FT S OF PP LEAD IN, WITH ALUMINUM REF. TAG
 FY2472'
 FY2472'21.0 FT WSW OF C/L OF SR 1557
 FY2472'
 FY2472'6.7 FT NE OF WATER METAL COVER
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6405 ***********************************************************************
 EZ6405  DESIGNATION -  CAMPBELL
 EZ6405  PID         -  EZ6405
 EZ6405  STATE/COUNTY-  NC/CHATHAM
 EZ6405  USGS QUAD   -  BYNUM (1968)
 EZ6405
 EZ6405                         *CURRENT SURVEY CONTROL
 EZ6405  ___________________________________________________________________
 EZ6405* NAD 83(2001)-  35 47 47.70027(N)    079 14 57.61902(W)     ADJUSTED  
 EZ6405* NAVD 88     -       158.8    (meters)     521.     (feet)  VERTCON   
 EZ6405  ___________________________________________________________________
 EZ6405  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 EZ6405  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 EZ6405  HORZ ORDER  -  SECOND
 EZ6405
 EZ6405.The horizontal coordinates were established by classical geodetic methods
 EZ6405.and adjusted by the National Geodetic Survey in August 2005.
 EZ6405
 EZ6405.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6405
 EZ6405.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6405
 EZ6405.The geoid height was determined by GEOID03.
 EZ6405
 EZ6405;                    North         East     Units Scale Factor Converg.
 EZ6405;SPC NC       -   227,059.928   587,064.217   MT  0.99991770   -0 08 38.1
 EZ6405;SPC NC       -   744,945.78  1,926,059.85   sFT  0.99991770   -0 08 38.1
 EZ6405;UTM  17      - 3,962,800.834   658,194.996   MT  0.99990838   +1 01 27.1
 EZ6405
 EZ6405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6405!SPC NC       -   0.99997990  x   0.99991770  =   0.99989761
 EZ6405!UTM  17      -   0.99997990  x   0.99990838  =   0.99988829
 EZ6405
 EZ6405|---------------------------------------------------------------------|
 EZ6405| PID    Reference Object                     Distance      Geod. Az  |
 EZ6405|                                                           dddmmss.s |
 EZ6405| EZ6414 JUSTICE                             388.715 METERS 17613     |
 EZ6405| EZ6426 QU 4                                APPROX. 0.8 KM 3514531.4 |
 EZ6405|---------------------------------------------------------------------|
 EZ6405
 EZ6405                          SUPERSEDED SURVEY CONTROL
 EZ6405
 EZ6405  NAD 83(1986)-  35 47 47.70131(N)    079 14 57.63040(W) AD(       ) 2
 EZ6405  NGVD 29 (06/12/91)  159.0    (m)          522.     (f) VERT ANG    3  
 EZ6405
 EZ6405.Superseded values are not recommended for survey control.
 EZ6405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6405.See file dsdata.txt to determine how the superseded data were derived.
 EZ6405
 EZ6405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5819562801(NAD 83)
 EZ6405_MARKER: DE = TRAVERSE STATION DISK
 EZ6405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6405_STAMPING: CAMPBELL 1982
 EZ6405_MARK LOGO: NCGS  
 EZ6405_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ6405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6405+STABILITY: SURFACE MOTION
 EZ6405
 EZ6405  HISTORY     - Date     Condition        Report By
 EZ6405  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6405  HISTORY     - 19910103 GOOD             NCGS
 EZ6405
 EZ6405                          STATION DESCRIPTION
 EZ6405
 EZ6405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6405'STATION IS LOCATED APPROXIMATELY 6.2 MILES WEST-NORTHWEST OF
 EZ6405'BYNUM AND 6.7 MILES NORTHWEST OF PITTSBORO.
 EZ6405'
 EZ6405'ALONG NC 87, 3.45 MILES SOUTH OF THE ALAMANCE-CHATHAM COUNTY LINE,
 EZ6405'OR 6.40 MILES NORTHWEST OF THE INTERSECTION WITH US 64 AND NC 902,
 EZ6405'ON A 3 FOOT BANK ON PROLONGATION OF CENTERLINE OF A GRAVEL DRIVE
 EZ6405'WEST OF BRICK HOUSE, AND 0.5 MILE SOUTHEAST OF SR 1549.
 EZ6405'
 EZ6405'STATION MARK IS A STANDARD DISK STAMPED---CAMPBELL 1982---SET IN
 EZ6405'TOP OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.
 EZ6405'MARK IS 27.1 FEET EAST OF CENTERLINE OF HIGHWAY, 70.3 FEET SOUTH
 EZ6405'OF POWER POLE (3177) WITH REFERENCE TAG, 4.9 FEET NORTHWEST OF
 EZ6405'CEDAR FENCE POST WITH REFERENCE TAG, 8.6 FEET SOUTH-SOUTHWEST OF
 EZ6405'CEDAR FENCE POST WITH REFERENCE TAG, AND 14.6 FEET NORTH OF CEDAR
 EZ6405'FENCE POST WITH REFERENCE TAG.
 EZ6405'
 EZ6405'BENCH MARK QU 4 IS 0.5 MILE NORTH OF STATION AT INTERSECTION WITH
 EZ6405'SR 1549 IN CONCRETE BASE OF EXXON SIGN AT MANNS STORE.  IT IS A
 EZ6405'USGS BENCH MARK DISK STAMPED---QU 4 1963 506.8---SET FLUSH IN
 EZ6405'CONCRETE.  MARK IS 39 FEET EAST OF CENTERLINE OF HIGHWAY AND 48
 EZ6405'FEET SOUTHEAST OF CENTERLINE OF INTERSECTION.
 EZ6405
 EZ6405                          STATION RECOVERY (1991)
 EZ6405
 EZ6405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 EZ6405'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2474 ***********************************************************************
 FB2474  DESIGNATION -  CAMPBELL CREEK
 FB2474  PID         -  FB2474
 FB2474  STATE/COUNTY-  NC/HAYWOOD
 FB2474  USGS QUAD   -  DELLWOOD (1979)
 FB2474
 FB2474                         *CURRENT SURVEY CONTROL
 FB2474  ___________________________________________________________________
 FB2474* NAD 83(2001)-  35 30 43.47128(N)    083 04 37.80975(W)     ADJUSTED  
 FB2474* NAVD 88     -       887.4    (meters)    2911.     (feet)  VERTCON   
 FB2474  ___________________________________________________________________
 FB2474  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FB2474  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 FB2474  HORZ ORDER  -  SECOND
 FB2474
 FB2474.The horizontal coordinates were established by classical geodetic methods
 FB2474.and adjusted by the National Geodetic Survey in August 2005.
 FB2474
 FB2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2474
 FB2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2474
 FB2474.The geoid height was determined by GEOID03.
 FB2474
 FB2474;                    North         East     Units Scale Factor Converg.
 FB2474;SPC NC       -   203,061.390   239,884.778   MT  0.99988288   -2 21 11.6
 FB2474;SPC NC       -   666,210.58    787,021.98   sFT  0.99988288   -2 21 11.6
 FB2474;UTM  17      - 3,931,816.606   311,629.735   MT  1.00003728   -1 12 24.9
 FB2474
 FB2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2474!SPC NC       -   0.99986521  x   0.99988288  =   0.99974810
 FB2474!UTM  17      -   0.99986521  x   1.00003728  =   0.99990248
 FB2474
 FB2474|---------------------------------------------------------------------|
 FB2474| PID    Reference Object                     Distance      Geod. Az  |
 FB2474|                                                           dddmmss.s |
 FB2474| FB2473 PINETREE COVE                       398.818 METERS 09320     |
 FB2474|---------------------------------------------------------------------|
 FB2474
 FB2474                          SUPERSEDED SURVEY CONTROL
 FB2474
 FB2474  NAD 83(1995)-  35 30 43.47093(N)    083 04 37.81006(W) AD(       ) 2
 FB2474  NAD 83(1986)-  35 30 43.47744(N)    083 04 37.81373(W) AD(       ) 2
 FB2474  NAD 27      -  35 30 43.10980(N)    083 04 38.31236(W) AD(       ) 2
 FB2474  NGVD 29 (07/19/86)  887.4    (m)         2911.     (f) VERT ANG    3  
 FB2474
 FB2474.Superseded values are not recommended for survey control.
 FB2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2474.See file dsdata.txt to determine how the superseded data were derived.
 FB2474
 FB2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1163031817(NAD 83)
 FB2474_MARKER: DE = TRAVERSE STATION DISK
 FB2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2474_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2474+STABILITY: SURFACE MOTION
 FB2474
 FB2474  HISTORY     - Date     Condition        Report By
 FB2474  HISTORY     - 1977     MONUMENTED       NCGS
 FB2474
 FB2474                          STATION DESCRIPTION
 FB2474
 FB2474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ESL)
 FB2474'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES EAST-SOUTHEAST OF
 FB2474'MAGGIE AND 5.1 MILES WEST-NORTHWEST OF WAYNESVILLE.
 FB2474'
 FB2474'TO REACH THE STATION FROM THE INTERSECTION OF US 19 AND US 276 AT
 FB2474'DELLWOOD, PROCEED WEST ALONG US 19 FOR 2.85 MILES TO STATION ON LEFT,
 FB2474'AT CULVERT OF CREEK AND 0.75 MILE SOUTHEAST OF MAGGIE BAPTIST CHURCH.
 FB2474'
 FB2474'STATION MARK IS A STANDARD DISK STAMPED---CAMPBELL CREEK 1977---, SET
 FB2474'IN THE TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND
 FB2474'SURFACE.  THE MARK IS 51.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 FB2474'US 19, 18.3 FEET SOUTHEAST OF THE EAST END OF CONCRETE HEADWALL, 72.4
 FB2474'FEET WEST-NORTHWEST OF LIGHT POLE WITH REFERENCE TAG, 85.3 FEET
 FB2474'SOUTH-SOUTHEAST OF INTERSECTION OF US 19 AND DRIVEWAY AND 30.6 FEET
 FB2474'NORTH-NORTHEAST OF 10 INCH LOCUST WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5926 ***********************************************************************
 AE5926  DESIGNATION -  CAMPELL
 AE5926  PID         -  AE5926
 AE5926  STATE/COUNTY-  NC/BEAUFORT
 AE5926  USGS QUAD   -  SOUTH CREEK (1993)
 AE5926
 AE5926                         *CURRENT SURVEY CONTROL
 AE5926  ___________________________________________________________________
 AE5926* NAD 83(2001)-  35 17 14.11960(N)    076 41 12.34030(W)     ADJUSTED  
 AE5926* NAVD 88     -         1.284  (meters)       4.21   (feet)  ADJUSTED  
 AE5926  ___________________________________________________________________
 AE5926  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE5926  GEOID HEIGHT-         -37.30  (meters)                     GEOID03
 AE5926  DYNAMIC HT  -           1.283 (meters)       4.21  (feet)  COMP
 AE5926  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 AE5926
 AE5926  HORZ ORDER  -  SECOND
 AE5926  VERT ORDER  -  SECOND    CLASS II
 AE5926
 AE5926.The horizontal coordinates were established by classical geodetic methods
 AE5926.and adjusted by the National Geodetic Survey in August 2005.
 AE5926
 AE5926.The orthometric height was determined by differential leveling
 AE5926.and adjusted in June 1998.
 AE5926
 AE5926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5926
 AE5926.The geoid height was determined by GEOID03.
 AE5926
 AE5926.The dynamic height is computed by dividing the NAVD 88
 AE5926.geopotential number by the normal gravity value computed on the
 AE5926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5926.degrees latitude (g = 980.6199 gals.).
 AE5926
 AE5926.The modeled gravity was interpolated from observed gravity values.
 AE5926
 AE5926;                    North         East     Units Scale Factor Converg.
 AE5926;SPC NC       -   172,979.060   819,986.103   MT  0.99987278   +1 20 06.5
 AE5926;SPC NC       -   567,515.47  2,690,237.74   sFT  0.99987278   +1 20 06.5
 AE5926;UTM  18      - 3,906,203.871   346,612.661   MT  0.99988995   -0 58 28.5
 AE5926
 AE5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5926!SPC NC       -   1.00000565  x   0.99987278  =   0.99987843
 AE5926!UTM  18      -   1.00000565  x   0.99988995  =   0.99989560
 AE5926
 AE5926                          SUPERSEDED SURVEY CONTROL
 AE5926
 AE5926  NAD 83(1986)-  35 17 14.12950(N)    076 41 12.35227(W) AD(       ) 2
 AE5926  NGVD 29 (04/29/98)    1.62   (m)            5.3    (f) LEVELING    3  
 AE5926
 AE5926.Superseded values are not recommended for survey control.
 AE5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5926.See file dsdata.txt to determine how the superseded data were derived.
 AE5926
 AE5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4661306204(NAD 83)
 AE5926_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5926_STAMPING: CAMPELL 1983
 AE5926_MARK LOGO: NCGS  
 AE5926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5926+STABILITY: SURFACE MOTION
 AE5926
 AE5926  HISTORY     - Date     Condition        Report By
 AE5926  HISTORY     - 1983     MONUMENTED       NCGS
 AE5926
 AE5926                          STATION DESCRIPTION
 AE5926
 AE5926'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5926'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) EAST-SOUTHEAST OF AURORA AND
 AE5926'11.9 KM (7.40 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 AT THE
 AE5926'CAMPBELLS CREEK BRIDGE, ON THE EDGE OF THE SMALL COMMUNITY OF
 AE5926'CAMPBELLS CREEK. MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED 4.5
 AE5926'M (14.8 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 26.2 M
 AE5926'(86.0 FT) NORTHWEST OF THE CENTER OF THE BRIDGE OVER CAMPBELL CREEK,
 AE5926'AND 45.6 M (149.6 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH A REFERENCE
 AE5926'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4221 ***********************************************************************
 EY4221  DESIGNATION -  CAMPER
 EY4221  PID         -  EY4221
 EY4221  STATE/COUNTY-  NC/BEAUFORT
 EY4221  USGS QUAD   -  WASHINGTON (1983)
 EY4221
 EY4221                         *CURRENT SURVEY CONTROL
 EY4221  ___________________________________________________________________
 EY4221* NAD 83(2001)-  35 31 35.46385(N)    077 04 43.70137(W)     ADJUSTED  
 EY4221* NAVD 88     -         1.67   (+/-2cm)       5.5    (feet)  VERTCON   
 EY4221  ___________________________________________________________________
 EY4221  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EY4221  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 EY4221  HORZ ORDER  -  SECOND
 EY4221  VERT ORDER  -  THIRD ? (See Below)
 EY4221
 EY4221.The horizontal coordinates were established by classical geodetic methods
 EY4221.and adjusted by the National Geodetic Survey in August 2005.
 EY4221
 EY4221.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4221.The vertical order pertains to the NGVD 29 superseded value.
 EY4221
 EY4221.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4221
 EY4221.The geoid height was determined by GEOID03.
 EY4221
 EY4221;                    North         East     Units Scale Factor Converg.
 EY4221;SPC NC       -   198,756.037   783,821.601   MT  0.99988405   +1 06 31.9
 EY4221;SPC NC       -   652,085.43  2,571,588.04   sFT  0.99988405   +1 06 31.9
 EY4221;UTM  18      - 3,933,421.823   311,515.086   MT  1.00003782   -1 12 29.9
 EY4221
 EY4221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4221!SPC NC       -   1.00000549  x   0.99988405  =   0.99988954
 EY4221!UTM  18      -   1.00000549  x   1.00003782  =   1.00004331
 EY4221
 EY4221                          SUPERSEDED SURVEY CONTROL
 EY4221
 EY4221  NAD 83(1986)-  35 31 35.47429(N)    077 04 43.71354(W) AD(       ) 2
 EY4221  NGVD 29 (10/26/90)    2.00   (m)            6.6    (f) LEVELING    3  
 EY4221
 EY4221.Superseded values are not recommended for survey control.
 EY4221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4221.See file dsdata.txt to determine how the superseded data were derived.
 EY4221
 EY4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1151533422(NAD 83)
 EY4221_MARKER: DE = TRAVERSE STATION DISK
 EY4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4221_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4221+STABILITY: SURFACE MOTION
 EY4221
 EY4221  HISTORY     - Date     Condition        Report By
 EY4221  HISTORY     - 1979     MONUMENTED       NCGS
 EY4221  HISTORY     - 19910331 MARK NOT FOUND   USPSQD
 EY4221  HISTORY     - 20040625 MARK NOT FOUND   USPSQD
 EY4221
 EY4221                          STATION DESCRIPTION
 EY4221
 EY4221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY4221'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF
 EY4221'CHOCOWINITY AND 2.0 MILES SOUTHWEST OF WASHINGTON.
 EY4221'
 EY4221'TO REACH STATION FROM THE SOUTH END OF THE US 17 BRIDGE OVER THE
 EY4221'PAMLICO RIVER, PROCEED SOUTHWEST ALONG US 17 FOR 1.35 MILES TO STATION
 EY4221'IN THE RIGHT SHOULDER AT A CAMPER SALES LOT AND 0.2 MILE SOUTHWEST OF
 EY4221'THE SR 1166 CROSSOVER.
 EY4221'
 EY4221'STATION MARK IS A STANDARD DISK STAMPED---CAMPER 1979---SET IN TOP OF
 EY4221'A 10 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW GROUND SURFACE.
 EY4221'THE MARK IS 20.5 FEET NORTH-NORTHWEST OF CENTERLINE OF SOUTH BOUND
 EY4221'LANES, 59.5 FEET SOUTHWEST OF TELEPHONE PEDESTAL, 62.4 FEET SOUTHWEST
 EY4221'OF POWER POLE WITH REFERENCE TAG, 125.2 FEET SOUTHWEST OF METAL
 EY4221'MAILBOX POST IN CENTER OF NORTH ENTRANCE AND 86.6 FEET NORTHWEST OF 12
 EY4221'INCH CYPRESS WITH REFERENCE TAG.
 EY4221
 EY4221                          STATION RECOVERY (1991)
 EY4221
 EY4221'RECOVERY NOTE BY US POWER SQUADRON 1991 (IMS)
 EY4221'MARK NOT FOUND.
 EY4221
 EY4221                          STATION RECOVERY (2004)
 EY4221
 EY4221'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY4221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8216 ***********************************************************************
 AE8216  DESIGNATION -  CAMPGROUND
 AE8216  PID         -  AE8216
 AE8216  STATE/COUNTY-  NC/MONTGOMERY
 AE8216  USGS QUAD   -  BADIN (1994)
 AE8216
 AE8216                         *CURRENT SURVEY CONTROL
 AE8216  ___________________________________________________________________
 AE8216* NAD 83(2007)-  35 26 49.12653(N)    080 04 01.28691(W)     ADJUSTED  
 AE8216* NAVD 88     -       189.9    (meters)     623.     (feet)  VERTCON   
 AE8216  ___________________________________________________________________
 AE8216  EPOCH DATE  -        2002.00
 AE8216  X           -     897,316.631 (meters)                     COMP
 AE8216  Y           -  -5,123,978.786 (meters)                     COMP
 AE8216  Z           -   3,678,469.830 (meters)                     COMP
 AE8216  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AE8216  ELLIP HEIGHT-         159.544 (meters)          (02/10/07) ADJUSTED
 AE8216  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AE8216
 AE8216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8216  Type    PID    Designation                      North   East  Ellip
 AE8216  -------------------------------------------------------------------
 AE8216  NETWORK AE8216 CAMPGROUND                        1.49   1.12   2.25
 AE8216  -------------------------------------------------------------------
 AE8216
 AE8216.The horizontal coordinates were established by GPS observations
 AE8216.and adjusted by the National Geodetic Survey in February 2007.
 AE8216
 AE8216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8216.The horizontal coordinates are valid at the epoch date displayed above.
 AE8216.The epoch date for horizontal control is a decimal equivalence
 AE8216.of Year/Month/Day.
 AE8216
 AE8216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8216
 AE8216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8216
 AE8216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8216
 AE8216.The ellipsoidal height was determined by GPS observations
 AE8216.and is referenced to NAD 83.
 AE8216
 AE8216.The geoid height was determined by GEOID03.
 AE8216
 AE8216;                    North         East     Units Scale Factor Converg.
 AE8216;SPC NC       -   188,767.021   512,740.841   MT  0.99987837   -0 36 57.1
 AE8216;SPC NC       -   619,313.13  1,682,217.24   sFT  0.99987837   -0 36 57.1
 AE8216;UTM  17      - 3,923,013.056   584,671.275   MT  0.99968835   +0 32 28.0
 AE8216
 AE8216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8216!SPC NC       -   0.99997496  x   0.99987837  =   0.99985333
 AE8216!UTM  17      -   0.99997496  x   0.99968835  =   0.99966332
 AE8216
 AE8216                          SUPERSEDED SURVEY CONTROL
 AE8216
 AE8216  NAD 83(2001)-  35 26 49.12670(N)    080 04 01.28715(W) AD(       ) 1
 AE8216  ELLIP H (03/13/03)  159.545  (m)                       GP(       ) 4 2
 AE8216  NAD 83(1986)-  35 26 49.13569(N)    080 04 01.29859(W) AD(       ) 1
 AE8216  NGVD 29 (12/22/97)  190.2    (m)          624.     (f) GPS OBS     3  
 AE8216
 AE8216.Superseded values are not recommended for survey control.
 AE8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8216.See file dsdata.txt to determine how the superseded data were derived.
 AE8216
 AE8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8467123013(NAD 83)
 AE8216_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8216_STAMPING: CAMPGROUND 1992
 AE8216_MARK LOGO: NCGS  
 AE8216_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8216+STABILITY: SURFACE MOTION
 AE8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8216+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1997
 AE8216
 AE8216  HISTORY     - Date     Condition        Report By
 AE8216  HISTORY     - 1992     MONUMENTED       NCGS
 AE8216  HISTORY     - 19970107 GOOD             NCGS
 AE8216
 AE8216                          STATION DESCRIPTION
 AE8216
 AE8216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8216'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF BADIN AND 11.5
 AE8216'MI (18.5 KM) WEST-NORTHWEST OF TROY. ALONG NC 109 FOR 0.3 MI (0.5 KM)
 AE8216'NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE OF UWHARRIE
 AE8216'NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE 0.45 MI (0.72 KM)
 AE8216'SOUTH TO FOREST ROAD 576, THENCE 3.1 MI (5.0 KM) WEST TO FOREST
 AE8216'SERVICE ROAD 597, THENCE 1.25 NORTH TO FOREST SERVICE ROAD 554, THENCE
 AE8216'WEST ALONG FOREST SERVICE ROAD 554 FOR 0.15 MI (0.24 KM) TO STATION ON
 AE8216'NORTH SIDE OF THE ROAD, OR 0.45 MI (0.72 KM) SOUTHEAST OF
 AE8216'T-INTERSECTION AT UWHARRIE GROUP CAMP AREA. MARK IS ABOUT 2 FEET (0.6
 AE8216'M) LOWER THAN THE ROAD AND IS RECESSED 2 INCHES BELOW GROUND. LOCATED
 AE8216'16.0 FT (4.9 M) NORTH OF THE CENTER OF GRAVEL ROAD NO. 554--AND 44.7
 AE8216'FT (13.6 M) WEST-SOUTHWEST OF A 15-INCH HICKORY, 86.6 FT (26.4 M)
 AE8216'NORTHEAST OF A 15-INCH OAK, 22.4 FT (6.8 M) SOUTH OF A 12-INCH OAK,
 AE8216'78.4 FT (23.9 M) NORTHWEST OF A 12-INCH OAK--ALL WITH REFERENCE TAGS.
 AE8216
 AE8216                          STATION RECOVERY (1997)
 AE8216
 AE8216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 AE8216'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 AE8216'CORRECTIONS.
 AE8216'STATION IS NOT ON THE NORTH SIDE OF FOREST SERVICE ROAD 554.
 AE8216'AFTER PROCEEDING 1.25 MI (2.01 KM) NORTH TO FOREST SERVICE ROAD 554,
 AE8216'CONTINUE NORTH ALONG FOREST SERVICE ROAD 597 FOR 0.15 MI (0.24 KM) TO
 AE8216'FOREST SERVICE ROAD 597 A, A GRAVEL ROAD, THENCE WEST ALONG FOREST
 AE8216'SERVICE ROAD 597 A FOR 0.15 MI (0.24 KM) TO THE STATION. LOCATED 16.0
 AE8216'FT (4.9 M) NORTH OF THE CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8239 ***********************************************************************
 AE8239  DESIGNATION -  CAMPGROUND AZ MK
 AE8239  PID         -  AE8239
 AE8239  STATE/COUNTY-  NC/MONTGOMERY
 AE8239  USGS QUAD   -  BADIN (1994)
 AE8239
 AE8239                         *CURRENT SURVEY CONTROL
 AE8239  ___________________________________________________________________
 AE8239* NAD 83(2001)-  35 26 47.94144(N)    080 03 53.57298(W)     ADJUSTED  
 AE8239* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 AE8239  ___________________________________________________________________
 AE8239  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AE8239  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 AE8239  HORZ ORDER  -  SECOND
 AE8239
 AE8239.The horizontal coordinates were established by classical geodetic methods
 AE8239.and adjusted by the National Geodetic Survey in August 2005.
 AE8239
 AE8239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8239
 AE8239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8239
 AE8239.The geoid height was determined by GEOID03.
 AE8239
 AE8239;                    North         East     Units Scale Factor Converg.
 AE8239;SPC NC       -   188,728.416   512,934.953   MT  0.99987836   -0 36 52.6
 AE8239;SPC NC       -   619,186.48  1,682,854.09   sFT  0.99987836   -0 36 52.6
 AE8239;UTM  17      - 3,922,978.384   584,866.090   MT  0.99968875   +0 32 32.5
 AE8239
 AE8239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8239!SPC NC       -   0.99997571  x   0.99987836  =   0.99985407
 AE8239!UTM  17      -   0.99997571  x   0.99968875  =   0.99966447
 AE8239
 AE8239                          SUPERSEDED SURVEY CONTROL
 AE8239
 AE8239  NAD 83(1986)-  35 26 47.95044(N)    080 03 53.58442(W) AD(       ) 2
 AE8239  NGVD 29 (12/22/97)  185.4    (m)          608.     (f) VERT ANG    3  
 AE8239
 AE8239.Superseded values are not recommended for survey control.
 AE8239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8239.See file dsdata.txt to determine how the superseded data were derived.
 AE8239
 AE8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8486622978(NAD 83)
 AE8239_MARKER: DZ = AZIMUTH MARK DISK
 AE8239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8239_STAMPING: CAMPGROUND 1992
 AE8239_MARK LOGO: NCGS  
 AE8239_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8239+STABILITY: SURFACE MOTION
 AE8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8239+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8239
 AE8239  HISTORY     - Date     Condition        Report By
 AE8239  HISTORY     - 1992     MONUMENTED       NCGS
 AE8239
 AE8239                          STATION DESCRIPTION
 AE8239
 AE8239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8239'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF BADIN AND 11.5
 AE8239'MI (18.5 KM) NORTHWEST OF TROY. PROCEED ALONG NC 109 FOR 0.3 MI (0.5
 AE8239'KM) NORTH FROM THE UWHARRIE RIVER BRIDGE TO THE ENTRANCE TO UWHARRIE
 AE8239'NATIONAL FOREST CAMPGROUND AND HUNT CAMP, THENCE SOUTH FOR 0.45 MI
 AE8239'(0.72 KM) ALONG FOREST SERVICE ROAD 576, THENCE WEST FOR 3.1 MI (5.0
 AE8239'KM) ALONG FOREST SERVICE ROAD 597, THENCE NORTH FOR 1.25 MI (2.01 KM)
 AE8239'ALONG FOREST SERVICE ROAD 597 TO FOREST SERVICE ROAD 554, IN THE
 AE8239'NORTHEAST QUADRANT OF THE INTERSECTION. MARK IS ABOUT 3 FEET (0.9 M)
 AE8239'HIGHER THAN THE ROAD AND IS FLUSH WITH GROUND. LOCATED 32.0 FT (9.8 M)
 AE8239'NORTHEAST OF THE CENTER OF GRAVEL ROAD 554, 44.4 FT (13.5 M) SOUTHWEST
 AE8239'OF A PEDESTAL, 182.6 FT (55.7 M) EAST-SOUTHEAST OF THE SOUTHEAST
 AE8239'CORNER OF NORTH ROCK GATE SUPPORT--AND 17.7 FT (5.4 M) SOUTH OF A
 AE8239'12-INCH OAK, 25.3 FT (7.7 M) WEST OF AN 8-INCH PINE--BOTH WITH
 AE8239'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2634 ***********************************************************************
 FA2634  DESIGNATION -  CAMPING
 FA2634  PID         -  FA2634
 FA2634  STATE/COUNTY-  NC/IREDELL
 FA2634  USGS QUAD   -  COOL SPRINGS (1969)
 FA2634
 FA2634                         *CURRENT SURVEY CONTROL
 FA2634  ___________________________________________________________________
 FA2634* NAD 83(2007)-  35 52 10.49848(N)    080 42 36.51426(W)     ADJUSTED  
 FA2634* NAVD 88     -       247.7    (meters)     813.     (feet)  VERTCON   
 FA2634  ___________________________________________________________________
 FA2634  EPOCH DATE  -        2002.00
 FA2634  X           -     835,341.722 (meters)                     COMP
 FA2634  Y           -  -5,106,796.354 (meters)                     COMP
 FA2634  Z           -   3,716,601.068 (meters)                     COMP
 FA2634  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 FA2634  ELLIP HEIGHT-         215.344 (meters)          (02/10/07) ADJUSTED
 FA2634  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 FA2634
 FA2634  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2634  Type    PID    Designation                      North   East  Ellip
 FA2634  -------------------------------------------------------------------
 FA2634  NETWORK FA2634 CAMPING                           2.78   2.25   5.80
 FA2634  -------------------------------------------------------------------
 FA2634
 FA2634.The horizontal coordinates were established by GPS observations
 FA2634.and adjusted by the National Geodetic Survey in February 2007.
 FA2634
 FA2634.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2634.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2634.The horizontal coordinates are valid at the epoch date displayed above.
 FA2634.The epoch date for horizontal control is a decimal equivalence
 FA2634.of Year/Month/Day.
 FA2634
 FA2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2634
 FA2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2634
 FA2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2634
 FA2634.The ellipsoidal height was determined by GPS observations
 FA2634.and is referenced to NAD 83.
 FA2634
 FA2634.The geoid height was determined by GEOID03.
 FA2634
 FA2634;                    North         East     Units Scale Factor Converg.
 FA2634;SPC NC       -   236,460.945   455,173.311   MT  0.99993061   -0 59 13.4
 FA2634;SPC NC       -   775,788.95  1,493,347.77   sFT  0.99993061   -0 59 13.4
 FA2634;UTM  17      - 3,969,522.233   526,167.117   MT  0.99960844   +0 10 11.4
 FA2634
 FA2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2634!SPC NC       -   0.99996620  x   0.99993061  =   0.99989681
 FA2634!UTM  17      -   0.99996620  x   0.99960844  =   0.99957466
 FA2634
 FA2634:                Primary Azimuth Mark                     Grid Az
 FA2634:SPC NC       -  YAD                                      267 38 50.6
 FA2634:UTM  17      -  YAD                                      266 29 25.8
 FA2634
 FA2634|---------------------------------------------------------------------|
 FA2634| PID    Reference Object                     Distance      Geod. Az  |
 FA2634|                                                           dddmmss.s |
 FA2634| FA2635 YAD                                 APPROX. 1.6 KM 2663937.2 |
 FA2634|---------------------------------------------------------------------|
 FA2634
 FA2634                          SUPERSEDED SURVEY CONTROL
 FA2634
 FA2634  NAD 83(2001)-  35 52 10.49859(N)    080 42 36.51404(W) AD(       ) 1
 FA2634  ELLIP H (03/27/03)  215.346  (m)                       GP(       ) 4 2
 FA2634  NAD 83(1986)-  35 52 10.50741(N)    080 42 36.52067(W) AD(       ) 1
 FA2634  NAD 83(1986)-  35 52 10.51007(N)    080 42 36.51963(W) AD(       ) 2
 FA2634  NAD 27      -  35 52 10.01827(N)    080 42 37.28628(W) AD(       ) 2
 FA2634  NGVD 29 (07/19/86)  247.9    (m)          813.     (f) VERT ANG    3  
 FA2634
 FA2634.Superseded values are not recommended for survey control.
 FA2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2634.See file dsdata.txt to determine how the superseded data were derived.
 FA2634
 FA2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2616769522(NAD 83)
 FA2634_MARKER: DE = TRAVERSE STATION DISK
 FA2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2634_SP_SET: CONCRETE POST
 FA2634_STAMPING: CAMPING 1973
 FA2634_MARK LOGO: NCGS  
 FA2634_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2634+STABILITY: SURFACE MOTION
 FA2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2634+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1992
 FA2634
 FA2634  HISTORY     - Date     Condition        Report By
 FA2634  HISTORY     - 1973     MONUMENTED       NCGS
 FA2634  HISTORY     - 1973     GOOD             NCGS
 FA2634  HISTORY     - 19900419 GOOD             NCGS
 FA2634  HISTORY     - 19921203 GOOD             NCGS
 FA2634
 FA2634                          STATION DESCRIPTION
 FA2634
 FA2634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 FA2634'CAMPING IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA2634'VICINITY OF STATESVILLE, NORTH CAROLINA.
 FA2634'
 FA2634'CAMPING IS LOCATED APPROXIMATELY 1.7 MILES NE OF SMALL COMMUNITY OF
 FA2634'COOL SPRINGS, AND 11.5 MILES ENE OF STATESVILLE.  STATION IS
 FA2634'LOCATED AT THE INTERSECTION OF I-40 AND U.S. 64, NEAR THE
 FA2634'IREDELL-DAVIE COUNTY LINE, NEAR THE SW CORNER OF THE I-40 WEST
 FA2634'BOUND BRIDGE.
 FA2634'
 FA2634'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA2634'CAMPING 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2634'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA2634'
 FA2634'MARK IS 23.9 FT S OF C/L OF WEST BOUND LANE I-40.
 FA2634'
 FA2634'3.3 FT SW OF WEST END OF WING WALL FOR WEST BOUND LANE OF I-40.
 FA2634'
 FA2634'12.1 FT SW OF W END OF S BRIDGE RAIL OF WEST BOUND LANE OF I-40.
 FA2634
 FA2634                          STATION RECOVERY (1973)
 FA2634
 FA2634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA2634'RECOVERED IN GOOD CONDITION.
 FA2634
 FA2634                          STATION RECOVERY (1990)
 FA2634
 FA2634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA2634'RECOVERED IN GOOD CONDITION.
 FA2634
 FA2634                          STATION RECOVERY (1992)
 FA2634
 FA2634'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA2634'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5734 ***********************************************************************
 EZ5734  DESIGNATION -  CAMPING
 EZ5734  PID         -  EZ5734
 EZ5734  STATE/COUNTY-  NC/RICHMOND
 EZ5734  USGS QUAD   -  ELLERBE (1982)
 EZ5734
 EZ5734                         *CURRENT SURVEY CONTROL
 EZ5734  ___________________________________________________________________
 EZ5734* NAD 83(2001)-  35 05 31.63018(N)    079 45 40.19869(W)     ADJUSTED  
 EZ5734* NAVD 88     -       125.8    (meters)     413.     (feet)  VERTCON   
 EZ5734  ___________________________________________________________________
 EZ5734  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EZ5734  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 EZ5734  HORZ ORDER  -  SECOND
 EZ5734
 EZ5734.The horizontal coordinates were established by classical geodetic methods
 EZ5734.and adjusted by the National Geodetic Survey in August 2005.
 EZ5734
 EZ5734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5734
 EZ5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5734
 EZ5734.The geoid height was determined by GEOID03.
 EZ5734
 EZ5734;                    North         East     Units Scale Factor Converg.
 EZ5734;SPC NC       -   149,147.330   540,202.960   MT  0.99987645   -0 26 21.6
 EZ5734;SPC NC       -   489,327.53  1,772,315.88   sFT  0.99987645   -0 26 21.6
 EZ5734;UTM  17      - 3,883,960.727   612,921.795   MT  0.99975715   +0 42 44.2
 EZ5734
 EZ5734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5734!SPC NC       -   0.99998512  x   0.99987645  =   0.99986157
 EZ5734!UTM  17      -   0.99998512  x   0.99975715  =   0.99974227
 EZ5734
 EZ5734                          SUPERSEDED SURVEY CONTROL
 EZ5734
 EZ5734  NAD 83(1986)-  35 05 31.63543(N)    079 45 40.19305(W) AD(       ) 2
 EZ5734  NGVD 29 (03/28/90)  126.0    (m)          413.     (f) VERT ANG    3  
 EZ5734
 EZ5734.Superseded values are not recommended for survey control.
 EZ5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5734.See file dsdata.txt to determine how the superseded data were derived.
 EZ5734
 EZ5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU1292283961(NAD 83)
 EZ5734_MARKER: DE = TRAVERSE STATION DISK
 EZ5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5734_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ5734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5734+STABILITY: SURFACE MOTION
 EZ5734
 EZ5734  HISTORY     - Date     Condition        Report By
 EZ5734  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5734
 EZ5734                          STATION DESCRIPTION
 EZ5734
 EZ5734'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5734'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH OF ELLERBE.
 EZ5734'
 EZ5734'TO REACH THE STATION FROM THE INTERSECTION OF US 220 WITH NC 73 NORTH
 EZ5734'OF ELLERBE, PROCEED NORTH ALONG US 220 AND NC 73 FOR 0.25 MILE TO
 EZ5734'STATION ON LEFT, IN ROAD SHOULDER, OPPOSITE ELLERBE SPRINGS FAMILY
 EZ5734'CAMPGROUND.
 EZ5734'
 EZ5734'STATION MARK IS A STANDARD DISK STAMPED---CAMPING 1977---, SET IN THE
 EZ5734'TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW THE GROUND
 EZ5734'SURFACE.  THE MARK IS 16.4 FEET WEST-NORTHWEST OF THE CENTERLINE OF
 EZ5734'US 220, 20.7 FEET SOUTH-SOUTHEAST OF A 14 INCH PINE WITH REFERENCE
 EZ5734'TAG, 100.0 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BOX
 EZ5734'CULVERT AND 88.7 FEET SOUTH-SOUTHWEST OF AN 18 INCH GUM WITH REFERENCE
 EZ5734'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8411 ***********************************************************************
 AE8411  DESIGNATION -  CAMPING
 AE8411  PID         -  AE8411
 AE8411  STATE/COUNTY-  NC/MONTGOMERY
 AE8411  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8411
 AE8411                         *CURRENT SURVEY CONTROL
 AE8411  ___________________________________________________________________
 AE8411* NAD 83(2001)-  35 15 46.41516(N)    080 04 27.44237(W)     ADJUSTED  
 AE8411* NAVD 88     -       111.7    (meters)     366.     (feet)  VERTCON   
 AE8411  ___________________________________________________________________
 AE8411  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AE8411  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE8411  HORZ ORDER  -  SECOND
 AE8411
 AE8411.The horizontal coordinates were established by classical geodetic methods
 AE8411.and adjusted by the National Geodetic Survey in August 2005.
 AE8411
 AE8411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8411
 AE8411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8411
 AE8411.The geoid height was determined by GEOID03.
 AE8411
 AE8411;                    North         East     Units Scale Factor Converg.
 AE8411;SPC NC       -   168,354.030   511,860.348   MT  0.99987261   -0 37 12.2
 AE8411;SPC NC       -   552,341.51  1,679,328.49   sFT  0.99987261   -0 37 12.2
 AE8411;UTM  17      - 3,902,590.273   584,202.781   MT  0.99968738   +0 32 04.1
 AE8411
 AE8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8411!SPC NC       -   0.99998726  x   0.99987261  =   0.99985987
 AE8411!UTM  17      -   0.99998726  x   0.99968738  =   0.99967464
 AE8411
 AE8411                          SUPERSEDED SURVEY CONTROL
 AE8411
 AE8411  NAD 83(1986)-  35 15 46.42675(N)    080 04 27.45402(W) AD(       ) 2
 AE8411  NGVD 29 (04/08/98)  111.9    (m)          367.     (f) VERT ANG    3  
 AE8411
 AE8411.Superseded values are not recommended for survey control.
 AE8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8411.See file dsdata.txt to determine how the superseded data were derived.
 AE8411
 AE8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8420302590(NAD 83)
 AE8411_MARKER: DE = TRAVERSE STATION DISK
 AE8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8411_STAMPING: CAMPING 1983
 AE8411_MARK LOGO: NCGS  
 AE8411_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8411+STABILITY: SURFACE MOTION
 AE8411
 AE8411  HISTORY     - Date     Condition        Report By
 AE8411  HISTORY     - 1983     MONUMENTED       NCGS
 AE8411
 AE8411                          STATION DESCRIPTION
 AE8411
 AE8411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8411'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTHWEST OF MT. GILEAD AND
 AE8411'ABOUT 5.8 KM (3.60 MI) NORTHEAST OF NORWOOD.$PROCEED ALONG NC 73 FOR
 AE8411'1.7 KM (1.05 MI) SOUTHEAST FROM NC 24-27 TO SR 1111 ON THE RIGHT,
 AE8411'THENCE SOUTH ALONG SR 1111 FOR 3.6 KM (2.25 MI) TO THE STATION, ON THE
 AE8411'WEST SIDE OF THE HIGHWAY, OR 0.3 KM (0.20 MI) SOUTH OF ENTRANCE TO
 AE8411'TWIN HARBOR.$MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED
 AE8411'11.0 M (36.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1111, 1.5 M
 AE8411'(4.9 FT) WEST-SOUTHWEST OF A POWER POLE--AND 5.0 M (16.4 FT)
 AE8411'NORTH-NORTHEAST OF A 10-INCH SHORT LEAF PINE, 3.3 M (10.8 FT) EAST OF
 AE8411'A 14-INCH RED OAK, 12.6 M (41.3 FT) SOUTH-SOUTHEAST OF A 12-INCH
 AE8411'SCARLET OAK--ALL THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6486 ***********************************************************************
 EZ6486  DESIGNATION -  CAMPUS
 EZ6486  PID         -  EZ6486
 EZ6486  STATE/COUNTY-  NC/WAKE
 EZ6486  USGS QUAD   -  RALEIGH WEST (1988)
 EZ6486
 EZ6486                         *CURRENT SURVEY CONTROL
 EZ6486  ___________________________________________________________________
 EZ6486* NAD 83(2001)-  35 45 26.18805(N)    078 40 21.65615(W)     ADJUSTED  
 EZ6486* NAVD 88     -       102.7    (meters)     337.     (feet)  H LEVEL   
 EZ6486  ___________________________________________________________________
 EZ6486  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 EZ6486  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 EZ6486  HORZ ORDER  -  SECOND
 EZ6486
 EZ6486.The horizontal coordinates were established by classical geodetic methods
 EZ6486.and adjusted by the National Geodetic Survey in August 2005.
 EZ6486
 EZ6486.The orthometric height was determined by differential leveling
 EZ6486.between control points not connected to bench marks.
 EZ6486
 EZ6486.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6486
 EZ6486.The geoid height was determined by GEOID03.
 EZ6486
 EZ6486;                    North         East     Units Scale Factor Converg.
 EZ6486;SPC NC       -   222,719.277   639,200.889   MT  0.99991142   +0 11 20.1
 EZ6486;SPC NC       -   730,704.83  2,097,111.58   sFT  0.99991142   +0 11 20.1
 EZ6486;UTM  17      - 3,959,525.199   710,415.001   MT  1.00014560   +1 21 37.7
 EZ6486
 EZ6486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6486!SPC NC       -   0.99998903  x   0.99991142  =   0.99990046
 EZ6486!UTM  17      -   0.99998903  x   1.00014560  =   1.00013463
 EZ6486
 EZ6486:                Primary Azimuth Mark                     Grid Az
 EZ6486:SPC NC       -  RALEIGH INS BUILDING FLAGSTAFF           055 14 35.6
 EZ6486:UTM  17      -  RALEIGH INS BUILDING FLAGSTAFF           054 04 18.0
 EZ6486
 EZ6486|---------------------------------------------------------------------|
 EZ6486| PID    Reference Object                     Distance      Geod. Az  |
 EZ6486|                                                           dddmmss.s |
 EZ6486| EZ5143 RALEIGH INS BUILDING FLAGSTAFF      APPROX. 3.6 KM 0552555.7 |
 EZ6486| EZ3271 WHEELER                             APPROX. 0.7 KM 0843347.6 |
 EZ6486| EZ6485 11 LB 15                             36.151 METERS 12845     |
 EZ6486| EZ6490 DH 87 MG                            APPROX. 1.4 KM 3471744.5 |
 EZ6486| EZ5156 RALEIGH TV WRAL RELAY TOWER         APPROX. 2.5 KM 3554440.6 |
 EZ6486|---------------------------------------------------------------------|
 EZ6486
 EZ6486                          SUPERSEDED SURVEY CONTROL
 EZ6486
 EZ6486  NAD 83(1986)-  35 45 26.19201(N)    078 40 21.66648(W) AD(       ) 2
 EZ6486
 EZ6486.Superseded values are not recommended for survey control.
 EZ6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6486.See file dsdata.txt to determine how the superseded data were derived.
 EZ6486
 EZ6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1041559525(NAD 83)
 EZ6486_MARKER: DH = HORIZONTAL CONTROL DISK
 EZ6486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6486_SP_SET: CONCRETE POST
 EZ6486_STAMPING: CAMPUS 1988
 EZ6486_MARK LOGO: NCGS  
 EZ6486_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EZ6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6486+STABILITY: SURFACE MOTION
 EZ6486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6486+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 EZ6486
 EZ6486  HISTORY     - Date     Condition        Report By
 EZ6486  HISTORY     - 1988     MONUMENTED       NCGS
 EZ6486  HISTORY     - 20030408 GOOD             USPSQD
 EZ6486  HISTORY     - 20040520 GOOD             USPSQD
 EZ6486  HISTORY     - 20050909 GOOD             USPSQD
 EZ6486  HISTORY     - 20051020 GOOD             USPSQD
 EZ6486
 EZ6486                          STATION DESCRIPTION
 EZ6486
 EZ6486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 EZ6486'STATION IS LOCATED IN SOUTHWEST RALEIGH.
 EZ6486'ALONG RALEIGH BELTLINE-I-40-FOR 0.65 KM (0.40 MI)  WEST FROM THE LAKE
 EZ6486'WHEELER ROAD OVERPASS, ON TOP OF LARGE CUT, NORTH OF I-40, AT A GROUP
 EZ6486'OF LARGE POWER POLES.
 EZ6486'STATION IS A STANDARD NCGS DISK STAMPED---CAMPUS 1988---, SET IN TOP
 EZ6486'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 2 CM BELOW
 EZ6486'GROUND SURFACE, AND IS 50 FEET ABOVE I-40. LOCATED 18.6 M (61.0 FT)
 EZ6486'NORTH OF THE CENTER OF FIELD ROAD, 9.8 M (32.2 FT)  WEST-NORTHWEST OF
 EZ6486'6-FOOT TRANSMISSION LINE TURN POLE, 30.8 M (101.0 FT)  NORTH OF
 EZ6486'RIGHT-OF-WAY FENCE, 33.5 M (109.9 FT)  NORTH-NORTHEAST OF CENTER
 EZ6486'BRACE POST OF RIGHT-OF-WAY FENCE, AND 47.1 M (154.5 FT)
 EZ6486'SOUTH-SOUTHWEST OF TRANSMISSION LINE POLE NO. 195 WITH REFERENCE TAG.
 EZ6486
 EZ6486                          STATION RECOVERY (2003)
 EZ6486
 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN)
 EZ6486'RECOVERED IN GOOD CONDITION.
 EZ6486
 EZ6486                          STATION RECOVERY (2004)
 EZ6486
 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ6486'RECOVERED IN GOOD CONDITION.
 EZ6486
 EZ6486                          STATION RECOVERY (2005)
 EZ6486
 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2005
 EZ6486'RECOVERED IN GOOD CONDITION.
 EZ6486
 EZ6486                          STATION RECOVERY (2005)
 EZ6486
 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EZ6486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5298 ***********************************************************************
 FA5298  DESIGNATION -  CANA AZ MK 2
 FA5298  PID         -  FA5298
 FA5298  STATE/COUNTY-  NC/DAVIE
 FA5298  USGS QUAD   -  MOCKSVILLE (1994)
 FA5298
 FA5298                         *CURRENT SURVEY CONTROL
 FA5298  ___________________________________________________________________
 FA5298* NAD 83(2001)-  35 58 27.15669(N)    080 37 18.50542(W)     NO CHECK  
 FA5298* NAVD 88     -       275.     (meters)     902.     (feet)  VERTCON   
 FA5298  ___________________________________________________________________
 FA5298  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FA5298  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 FA5298  HORZ ORDER  -  SECOND
 FA5298
 FA5298.The horizontal coordinates were established by classical geodetic methods
 FA5298.and adjusted by the National Geodetic Survey in August 2005.
 FA5298.No horizontal observational check was made to the station.
 FA5298
 FA5298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5298
 FA5298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5298
 FA5298.The geoid height was determined by GEOID03.
 FA5298
 FA5298;                    North         East     Units Scale Factor Converg.
 FA5298;SPC NC       -   247,934.029   463,339.051   MT  0.99995197   -0 56 09.8
 FA5298;SPC NC       -   813,430.23  1,520,138.20   sFT  0.99995197   -0 56 09.8
 FA5298;UTM  17      - 3,981,154.097   534,096.802   MT  0.99961432   +0 13 19.8
 FA5298
 FA5298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5298!SPC NC       -   0.99996204  x   0.99995197  =   0.99991401
 FA5298!UTM  17      -   0.99996204  x   0.99961432  =   0.99957638
 FA5298
 FA5298                          SUPERSEDED SURVEY CONTROL
 FA5298
 FA5298  NAD 83(1986)-  35 58 27.16319(N)    080 37 18.50794(W) AD(       ) 2
 FA5298  NGVD 29 (06/09/93)  275.     (m)          902.     (f) VERT ANG    3  
 FA5298
 FA5298.Superseded values are not recommended for survey control.
 FA5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5298.See file dsdata.txt to determine how the superseded data were derived.
 FA5298
 FA5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3409781154(NAD 83)
 FA5298_MARKER: DZ = AZIMUTH MARK DISK
 FA5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5298_SP_SET: CONCRETE POST
 FA5298_STAMPING: CANA N0 2 1948 1990
 FA5298_MARK LOGO: CGS   
 FA5298_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA5298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5298+STABILITY: SURFACE MOTION
 FA5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5298+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FA5298
 FA5298  HISTORY     - Date     Condition        Report By
 FA5298  HISTORY     - 1990     MONUMENTED       NCGS
 FA5298
 FA5298                          STATION DESCRIPTION
 FA5298
 FA5298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5298'THE MONUMENT SEEMS TO HAVE BEEN RELOCATED BETWEEN 1948 AND 1990 (NOTE
 FA5298'THE DISTANCE FROM THE CENTERLINE OF ROAD).  IT COULD HAVE BEEN DONE
 FA5298'AFTER USGS ESTABLISHED ITS ELEVATION IN 1965, THEREFORE IT IS BEING
 FA5298'RESTAMPED AND TREATED AS A NEW MARK (CANA AZ MK 2).
 FA5298'STATION IS LOCATED APPROXIMATELY 6.8 MI (10.9 KM) NNW OF MOCKSVILLE
 FA5298'AND 2.5 MI (4.0 KM) W OF CANA.
 FA5298'ALONG US 601 FOR 4.1 MI (6.6 KM) NORTH FROM THE I-40 UNDERPASS, OR 0.2
 FA5298'MI (0.3 KM) SOUTH OF SR 1406 (STANLEY CROSSROADS), ON THE EAST SIDE
 FA5298'OF THE ROAD.
 FA5298'MARK IS ABOUT LEVEL WITH THE ROAD AND PROJECTS 2 INCHES ABOVE GROUND.
 FA5298'LOCATED 9.15 M (30.02 FT) EAST OF THE CENTERLINE OF US 601, 4.0 M
 FA5298'(13.1 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 17.3 M (56.8 FT)
 FA5298'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5299 ***********************************************************************
 FA5299  DESIGNATION -  CANA RESET
 FA5299  PID         -  FA5299
 FA5299  STATE/COUNTY-  NC/DAVIE
 FA5299  USGS QUAD   -  MOCKSVILLE (1994)
 FA5299
 FA5299                         *CURRENT SURVEY CONTROL
 FA5299  ___________________________________________________________________
 FA5299* NAD 83(2007)-  35 58 38.12002(N)    080 37 19.47331(W)     ADJUSTED  
 FA5299* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 FA5299  ___________________________________________________________________
 FA5299  EPOCH DATE  -        2002.00
 FA5299  X           -     842,051.671 (meters)                     COMP
 FA5299  Y           -  -5,098,612.735 (meters)                     COMP
 FA5299  Z           -   3,726,292.611 (meters)                     COMP
 FA5299  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 FA5299  ELLIP HEIGHT-         243.320 (meters)          (02/10/07) ADJUSTED
 FA5299  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 FA5299
 FA5299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5299  Type    PID    Designation                      North   East  Ellip
 FA5299  -------------------------------------------------------------------
 FA5299  NETWORK FA5299 CANA RESET                        3.10   2.08   6.41
 FA5299  -------------------------------------------------------------------
 FA5299
 FA5299.The horizontal coordinates were established by GPS observations
 FA5299.and adjusted by the National Geodetic Survey in February 2007.
 FA5299
 FA5299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5299.The horizontal coordinates are valid at the epoch date displayed above.
 FA5299.The epoch date for horizontal control is a decimal equivalence
 FA5299.of Year/Month/Day.
 FA5299
 FA5299.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5299
 FA5299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5299
 FA5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5299
 FA5299.The ellipsoidal height was determined by GPS observations
 FA5299.and is referenced to NAD 83.
 FA5299
 FA5299.The geoid height was determined by GEOID03.
 FA5299
 FA5299;                    North         East     Units Scale Factor Converg.
 FA5299;SPC NC       -   248,272.274   463,320.327   MT  0.99995264   -0 56 10.4
 FA5299;SPC NC       -   814,539.95  1,520,076.77   sFT  0.99995264   -0 56 10.4
 FA5299;UTM  17      - 3,981,491.780   534,071.254   MT  0.99961430   +0 13 19.3
 FA5299
 FA5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5299!SPC NC       -   0.99996181  x   0.99995264  =   0.99991445
 FA5299!UTM  17      -   0.99996181  x   0.99961430  =   0.99957613
 FA5299
 FA5299:                Primary Azimuth Mark                     Grid Az
 FA5299:SPC NC       -  MOCKSVILLE MUNICIPAL TANK                151 55 31.9
 FA5299:UTM  17      -  MOCKSVILLE MUNICIPAL TANK                150 46 02.2
 FA5299
 FA5299|---------------------------------------------------------------------|
 FA5299| PID    Reference Object                     Distance      Geod. Az  |
 FA5299|                                                           dddmmss.s |
 FA5299| FA2609 MOCKSVILLE MUNICIPAL TANK           APPROX.10.7 KM 1505921.5 |
 FA5299| FA5298 CANA AZ MK 2                        338.844 METERS 17553     |
 FA5299| FA4148 CANA AZ MK                                         1762951.8 |
 FA5299| FA4149 CANA RM 1                            27.271 METERS 17935     |
 FA5299| FA4150 CANA RM 2                            39.109 METERS 25229     |
 FA5299|---------------------------------------------------------------------|
 FA5299
 FA5299                          SUPERSEDED SURVEY CONTROL
 FA5299
 FA5299  NAD 83(2001)-  35 58 38.12000(N)    080 37 19.47315(W) AD(       ) 1
 FA5299  ELLIP H (03/27/03)  243.322  (m)                       GP(       ) 4 2
 FA5299  NAD 83(1986)-  35 58 38.12839(N)    080 37 19.48010(W) AD(       ) 1
 FA5299  NAD 83(1986)-  35 58 38.12651(N)    080 37 19.47566(W) AD(       ) 2
 FA5299  NAD 27      -  35 58 37.63900(N)    080 37 20.25900(W) AD(       ) 2
 FA5299  NGVD 29 (05/20/97)  276.3    (m)          906.     (f) GPS OBS     3  
 FA5299
 FA5299.Superseded values are not recommended for survey control.
 FA5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5299.See file dsdata.txt to determine how the superseded data were derived.
 FA5299
 FA5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3407181492(NAD 83)
 FA5299_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5299_SP_SET: CONCRETE POST
 FA5299_STAMPING: CANA 1948 1990
 FA5299_MARK LOGO: NGS   
 FA5299_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5299+STABILITY: SURFACE MOTION
 FA5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA5299+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 FA5299
 FA5299  HISTORY     - Date     Condition        Report By
 FA5299  HISTORY     - 1990     MONUMENTED       NCGS
 FA5299  HISTORY     - 19900404 SEE DESCRIPTION  NCGS
 FA5299
 FA5299                          STATION DESCRIPTION
 FA5299
 FA5299'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FA5299'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) NORTH-NORTHWEST
 FA5299'OF MOCKSVILLE AND 2.5 MI (4.0 KM) WEST OF CANA IN THE STANLEYS STORE
 FA5299'CROSSROADS COMMUNITY.
 FA5299'ALONG US 601 FOR 4.45 MI (7.16 KM) NORTH FROM THE I-40 UNDERPASS TO SR
 FA5299'1406 (ANGEL ROAD), IN THE SOUTHWEST QUADRANT OF THE CROSSROADS.
 FA5299'STATION IS ABOUT 3 FEET HIGHER THAN HIGHWAY AND FLUSH WITH GROUND.
 FA5299'LOCATED 11.20 M (36.75 FT) WEST-NORTHWEST OF THE CENTERLINE OF US
 FA5299'601, 9.7 M (31.8 FT) SOUTH OF THE CENTERLINE OF SR 1406, 7.4 M
 FA5299'(24.3 FT) WEST-SOUTHWEST OF THE SOUTH END OF CULVERT UNDER ROAD, 19.3
 FA5299'M (63.3 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, AND
 FA5299'28.2 M (92.5 FT) NORTH OF A SERVICE POLE WITH A REFERENCE TAG.
 FA5299'REFERENCE MARK 1 STAMPED CANA NO 1 1948 IS LOCATED 89.47 FT (27.27 M)
 FA5299'SOUTH OF THE STATION, 33.2 FT (10.1 M) WEST OF THE CENTERLINE OF US
 FA5299'601, 65.6 FT (20.0 M) NORTH OF THE SOUTHEAST CORNER OF BARN AND 116.5
 FA5299'FT (35.5 M) SOUTH OF CENTERLINE OF SR 1406 (ANGEL ROAD)--AND 3.0 FT
 FA5299'(0.9 M) NORTH OF A POWER POLE WITH PEDESTAL AND 71.2 FT (21.7 M)
 FA5299'SOUTHEAST OF A 24-IN MAPLE--BOTH WITH REFERENCE TAGS.
 FA5299'THE OLD AZIMUTH MARK DISK STAMPING WAS CHANGED TO---CANA NO 2 1948
 FA5299'1990---AND HENCEFORTH WILL BE KNOWN AS AZIMUTH MARK NO 2.  THE NEW
 FA5299'GEODETIC (ASTRONOMIC) AZIMUTH TO THE AZIMUTH MARK IS 175-53-43. IT IS
 FA5299'LOCATED 338.8 M (1111.5 FT) SOUTH OF THE STATION, 30 FT (9.1 M) EAST
 FA5299'OF CENTERLINE OF HIGHWAY AND 13 FT (4.0 M) SOUTH OF CENTER OF
 FA5299'DRIVEWAY.
 FA5299
 FA5299                          STATION RECOVERY (1990)
 FA5299
 FA5299'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 FA5299'STATION FOUND WITH TOP OF SURFACE MARK MISSING AND REFERENCE MARK 2
 FA5299'DESTROYED (LYING ON ITS SIDE).  RM 1 WAS RECOVERED IN GOOD CONDITION.
 FA5299'THE AZIMUTH MARK WAS FOUND MOVED ABOUT 9 FEET EAST OF ITS ORIGINAL
 FA5299'LOCATION.  A NEW STATION SURFACE MARK WAS SET AND THE AZIMUTH MARK
 FA5299'WILL BE POSITIONED AT THIS TIME.  COMPLETE AND SEPARATE NEW
 FA5299'DESCRIPTIONS WERE WRITTEN FOR BOTH THE STATION AND THE AZIMUTH MARK IN
 FA5299'1990.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3744 ***********************************************************************
 FX3744  DESIGNATION -  CANAAN
 FX3744  PID         -  FX3744
 FX3744  STATE/COUNTY-  NC/PERQUIMANS
 FX3744  USGS QUAD   -  NIXONTON (1982)
 FX3744
 FX3744                         *CURRENT SURVEY CONTROL
 FX3744  ___________________________________________________________________
 FX3744* NAD 83(2001)-  36 08 07.33876(N)    076 20 02.96857(W)     ADJUSTED  
 FX3744* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3744  ___________________________________________________________________
 FX3744  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 FX3744  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 FX3744  HORZ ORDER  -  THIRD
 FX3744
 FX3744.The horizontal coordinates were established by classical geodetic methods
 FX3744.and adjusted by the National Geodetic Survey in August 2005.
 FX3744
 FX3744.The orthometric height was scaled from a topographic map.
 FX3744
 FX3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3744
 FX3744.The geoid height was determined by GEOID03.
 FX3744
 FX3744;                    North         East     Units Scale Factor Converg.
 FX3744;SPC NC       -   267,842.870   849,521.009   MT  0.99999142   +1 32 19.1
 FX3744;SPC NC       -   878,747.82  2,787,136.84   sFT  0.99999142   +1 32 19.1
 FX3744;UTM  18      - 3,999,787.597   379,958.024   MT  0.99977755   -0 47 12.6
 FX3744
 FX3744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3744!SPC NC       -   1.00000589  x   0.99999142  =   0.99999731
 FX3744!UTM  18      -   1.00000589  x   0.99977755  =   0.99978344
 FX3744
 FX3744|---------------------------------------------------------------------|
 FX3744| PID    Reference Object                     Distance      Geod. Az  |
 FX3744|                                                           dddmmss.s |
 FX3744| FX4630 CANAAN RM                            20.240 METERS 02059     |
 FX3744| FX3761 PINEY                               APPROX. 2.7 KM 1181222.6 |
 FX3744| FX3760 PINEY POINT WHARF HOUSE             APPROX. 2.7 KM 1191635.8 |
 FX3744| FX3764 TREE                                APPROX. 3.3 KM 2393801.4 |
 FX3744| FX3745 COVE                                APPROX. 1.2 KM 2840819.7 |
 FX3744|---------------------------------------------------------------------|
 FX3744
 FX3744                          SUPERSEDED SURVEY CONTROL
 FX3744
 FX3744  NAD 83(1993)-  36 08 07.35219(N)    076 20 02.98009(W) AD(       ) 3
 FX3744  NAD 83(1986)-  36 08 07.35288(N)    076 20 02.98380(W) AD(       ) 3
 FX3744  NAD 27      -  36 08 06.78300(N)    076 20 04.20800(W) AD(       ) 3
 FX3744
 FX3744.Superseded values are not recommended for survey control.
 FX3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3744.See file dsdata.txt to determine how the superseded data were derived.
 FX3744
 FX3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7995899788(NAD 83)
 FX3744_MARKER: DS = TRIANGULATION STATION DISK
 FX3744_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FX3744_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FX3744_MARK LOGO: CGS   
 FX3744
 FX3744  HISTORY     - Date     Condition        Report By
 FX3744  HISTORY     - 1915     MONUMENTED       CGS
 FX3744  HISTORY     - 1917     GOOD             CGS
 FX3744  HISTORY     - 1962     GOOD             CGS
 FX3744
 FX3744                          STATION DESCRIPTION
 FX3744
 FX3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 FX3744'STATION IS LOCATED ON THE NORTH SIDE OF THE PERQUIMANS RIVER AND
 FX3744'TO THE EASTWARD OF CANAAN COVE.
 FX3744'
 FX3744'STATION IS ON THE FIRST PROMINENT POINT EAST OF THE COVE.  A SMALL
 FX3744'POINT OF CYPRESS TREES MAKES THIS LOCATION QUITE CONSPICUOUS FROM
 FX3744'THE NORTHWARD SIDE OF THE RIVER.  STATION IS LOCATED ON THE HIGHER
 FX3744'GROUND TO THE NW OF THE CYPRESS POINT.  THERE IS A SECOND GROWTH
 FX3744'OF PINES, OAKS AND GUM TREES AROUND THE STATION AND BACK OF IT IS
 FX3744'A LOG ROAD.  TO THE WESTWARD AND ON THE NEXT SMALL POINT THERE IS
 FX3744'A ROW OF OLD PILES, REACHING OUT INTO THE RIVER QUITE AWAYS.  THE
 FX3744'REFERENCE MARK WAS PLACED NEAR A STRAIGHT OAK, WHICH WAS BLAZED.
 FX3744'
 FX3744'STATION IS MARKED IN ACCORDANCE WITH NOTE 6A AND C AND REFERENCED
 FX3744'IN ACCORDANCE WITH NOTE 13A AND C.
 FX3744
 FX3744                          STATION RECOVERY (1917)
 FX3744
 FX3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 FX3744'RECOVERED AS DESCRIBED.  THE CONCRETE AT THE REFERENCE MARK WAS
 FX3744'SLIGHTLY CRACKED.
 FX3744
 FX3744                          STATION RECOVERY (1962)
 FX3744
 FX3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ELH)
 FX3744'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 FX3744'MARK IS LOST BECAUSE THE TILE WAS FOUND BROKEN OFF ABOUT 1 INCH
 FX3744'BELOW THE GROUND SURFACE.  SOME OF THE CEMENT WAS LEFT INSIDE THE
 FX3744'TILE FORMING A 1 INCH HOLE AT THE TOP OF THE REMAINING TILE.
 FX3744'
 FX3744'TO REACH THE STATION FROM NEW HOPE WHICH IS ABOUT 9 MILES
 FX3744'SOUTHEAST OF HERTFORD ON COUNTY ROAD 1300, GO NORTHWEST ON COUNTY
 FX3744'ROAD 1300 FOR 0.7 MILE TO COUNTY ROAD 1317, TURN LEFT (SOUTHWEST)
 FX3744'AND FOLLOW 1317 FOR 1.9 MILES TO THE RIVER AND A BOYS SCOUT CAMP.
 FX3744'FROM HERE, PACK SOUTH ACROSS SWAMP, ALONG BEACH THEN UPON THE BANK
 FX3744'AND TO THE STATION ABOUT 0.1 MILE.  THE STATION MARK IS ON THE
 FX3744'POINT ABOUT MIDWAY BETWEEN THE TWO 6 FOOT BANKS FORMING THE POINT.
 FX3744'THE MARK IS A STANDARD DISK STAMPED CANAAN 1915 CEMENTED IN THE
 FX3744'TOP OF A TILE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5259 ***********************************************************************
 FA5259  DESIGNATION -  CANAAN
 FA5259  PID         -  FA5259
 FA5259  STATE/COUNTY-  NC/BURKE
 FA5259  USGS QUAD   -  LONGVIEW (1993)
 FA5259
 FA5259                         *CURRENT SURVEY CONTROL
 FA5259  ___________________________________________________________________
 FA5259* NAD 83(2001)-  35 43 01.68153(N)    081 24 20.97650(W)     ADJUSTED  
 FA5259* NAVD 88     -       341.0    (meters)    1119.     (feet)  VERTCON   
 FA5259  ___________________________________________________________________
 FA5259  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA5259  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 FA5259  HORZ ORDER  -  SECOND
 FA5259
 FA5259.The horizontal coordinates were established by classical geodetic methods
 FA5259.and adjusted by the National Geodetic Survey in August 2005.
 FA5259
 FA5259.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5259
 FA5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5259
 FA5259.The geoid height was determined by GEOID03.
 FA5259
 FA5259;                    North         East     Units Scale Factor Converg.
 FA5259;SPC NC       -   220,854.608   391,952.890   MT  0.99990549   -1 23 18.9
 FA5259;SPC NC       -   724,587.16  1,285,932.11   sFT  0.99990549   -1 23 18.9
 FA5259;UTM  17      - 3,952,651.083   463,293.525   MT  0.99961660   -0 14 12.9
 FA5259
 FA5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5259!SPC NC       -   0.99995154  x   0.99990549  =   0.99985703
 FA5259!UTM  17      -   0.99995154  x   0.99961660  =   0.99956816
 FA5259
 FA5259                          SUPERSEDED SURVEY CONTROL
 FA5259
 FA5259  NAD 83(1986)-  35 43 01.69035(N)    081 24 20.97587(W) AD(       ) 2
 FA5259  NGVD 29 (02/04/93)  341.1    (m)         1119.     (f) VERT ANG    3  
 FA5259
 FA5259.Superseded values are not recommended for survey control.
 FA5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5259.See file dsdata.txt to determine how the superseded data were derived.
 FA5259
 FA5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6329452651(NAD 83)
 FA5259_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5259_SP_SET: CONCRETE POST
 FA5259_STAMPING: CANAAN 1987
 FA5259_MARK LOGO: NCGS  
 FA5259_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5259+STABILITY: SURFACE MOTION
 FA5259
 FA5259  HISTORY     - Date     Condition        Report By
 FA5259  HISTORY     - 1987     MONUMENTED       NCGS
 FA5259
 FA5259                          STATION DESCRIPTION
 FA5259
 FA5259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987
 FA5259'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF HILDEBRAN, AND
 FA5259'6.4 KM (4.00 MI) WEST-SOUTHWEST OF HICKORY.
 FA5259'ALONG US 64-70, 1.3 KM (0.8 MI) WEST FROM THE 33D STREET SW OVERPASS,
 FA5259'OR 0.5 KM (0.3 MI) WEST FROM THE BURKE-CATAWBA COUNTY LINE, AT THE US
 FA5259'64-A INTERSECTION IN NORTH SHOULDER APPROXIMATELY 250 FEET NORTHWEST
 FA5259'FROM THE CENTRAL BAPTIST CHURCH (ACROSS HIGHWAY).
 FA5259'THE STATION IS A STANDARD NCGS DISK STAMPED---CANAAN 1987---, SET INTO
 FA5259'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FA5259'GROUND.  LOCATED 7.92 METERS (26.0 FT) NORTH FROM THE WEST BOUND LANE
 FA5259'OF US 64-70, 5.0 METERS (16.4 FT) EAST FROM A METAL ROUTE SIGN POST,
 FA5259'22.7 METERS (74.5 FT) SOUTHEAST FROM A POWER POLE (MC 17) WITH A
 FA5259'REFERENCE TAG, 18.47 METERS (60.6 FT) EAST FROM THE EAST END OF A
 FA5259'CONCRETE HEAD WALL, AND 147.8 METERS (485 FT) WEST FROM THE CENTERLINE
 FA5259'OF SR 1635.
 FA5259'MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1418 ***********************************************************************
 FZ1418  DESIGNATION -  CANADA
 FZ1418  PID         -  FZ1418
 FZ1418  STATE/COUNTY-  NC/FORSYTH
 FZ1418  USGS QUAD   -  KERNERSVILLE (1994)
 FZ1418
 FZ1418                         *CURRENT SURVEY CONTROL
 FZ1418  ___________________________________________________________________
 FZ1418* NAD 83(2001)-  36 02 45.49914(N)    080 03 34.03790(W)     ADJUSTED  
 FZ1418* NAVD 88     -       288.8    (meters)     948.     (feet)  VERTCON   
 FZ1418  ___________________________________________________________________
 FZ1418  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 FZ1418  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FZ1418  HORZ ORDER  -  SECOND
 FZ1418
 FZ1418.The horizontal coordinates were established by classical geodetic methods
 FZ1418.and adjusted by the National Geodetic Survey in August 2005.
 FZ1418
 FZ1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1418
 FZ1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1418
 FZ1418.The geoid height was determined by GEOID03.
 FZ1418
 FZ1418;                    North         East     Units Scale Factor Converg.
 FZ1418;SPC NC       -   255,210.973   514,137.140   MT  0.99996855   -0 36 41.3
 FZ1418;SPC NC       -   837,304.67  1,686,798.27   sFT  0.99996855   -0 36 41.3
 FZ1418;UTM  17      - 3,989,456.641   584,721.041   MT  0.99968844   +0 33 12.5
 FZ1418
 FZ1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1418!SPC NC       -   0.99995967  x   0.99996855  =   0.99992823
 FZ1418!UTM  17      -   0.99995967  x   0.99968844  =   0.99964813
 FZ1418
 FZ1418|---------------------------------------------------------------------|
 FZ1418| PID    Reference Object                     Distance      Geod. Az  |
 FZ1418|                                                           dddmmss.s |
 FZ1418| FZ0320 POLE                                338.906 METERS 11931     |
 FZ1418|---------------------------------------------------------------------|
 FZ1418
 FZ1418                          SUPERSEDED SURVEY CONTROL
 FZ1418
 FZ1418  NAD 83(1993)-  36 02 45.50590(N)    080 03 34.04887(W) AD(       ) 2
 FZ1418  NAD 83(1986)-  36 02 45.50601(N)    080 03 34.04859(W) AD(       ) 2
 FZ1418  NAD 27      -  36 02 45.01195(N)    080 03 34.89672(W) AD(       ) 2
 FZ1418  NGVD 29 (07/19/86)  289.0    (m)          948.     (f) VERT ANG    3  
 FZ1418
 FZ1418.Superseded values are not recommended for survey control.
 FZ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1418.See file dsdata.txt to determine how the superseded data were derived.
 FZ1418
 FZ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8472189457(NAD 83)
 FZ1418_MARKER: DE = TRAVERSE STATION DISK
 FZ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1418_STAMPING: CANADA 1968
 FZ1418_MARK LOGO: NCGS  
 FZ1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1418+STABILITY: SURFACE MOTION
 FZ1418
 FZ1418  HISTORY     - Date     Condition        Report By
 FZ1418  HISTORY     - 1968     MONUMENTED       NCGS
 FZ1418  HISTORY     - 1973     MARK NOT FOUND   NCGS
 FZ1418  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FZ1418  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 FZ1418  HISTORY     - 20050930 MARK NOT FOUND   USPSQD
 FZ1418
 FZ1418                          STATION DESCRIPTION
 FZ1418
 FZ1418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FZ1418'CANADA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1418'IN THE VICINITY OF KERNERSVILLE, NORTH CAROLINA.
 FZ1418'
 FZ1418'CANADA IS LOCATED APPROXIMATELY 5.1 MILES SSE OF
 FZ1418'KERNERSVILLE.  TO REACH STATION PROCEED FROM THE INTERSECTION
 FZ1418'OF NC 66 AND U.S. 311, GO NORTH ON NC 66 FOR 2.3 MILES TO
 FZ1418'STATION.  WHICH IS ON THE SOUTHWEST SIDE OF NC 66 AT THE NE
 FZ1418'SIDE OF CULTIVATED FIELD, 0.45 MILES SOUTH OF INTERSECTION OF
 FZ1418'SR 2624 WITH NC 66, AND ABOUT 1000 FT. SOUTH OF CANADA
 FZ1418'FURNITURE FACTORY.
 FZ1418'
 FZ1418'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1418'CANADA 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1418'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1418'
 FZ1418'MARK IS
 FZ1418'
 FZ1418'22.0 FT SW OF C/L OF NC 66
 FZ1418'
 FZ1418'47.1 FT SW OF CORNER FENCE POST ON NE SIDE OF NC 66, AND WITH
 FZ1418'ALUMINUM REF. TAG
 FZ1418'
 FZ1418'53.0 FT W OF TRIPLE CEDAR TREE ON NE SIDE OF NC 66, AND WITH
 FZ1418'ALUMINUM REF. TAG
 FZ1418'
 FZ1418'51.8 FT SE OF PP J45 ON SE SIDE OF NC 66, AND WITH ALUMINUM
 FZ1418'REF. TAG
 FZ1418
 FZ1418                          STATION RECOVERY (1973)
 FZ1418
 FZ1418'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (DB)
 FZ1418'ALL DISTANCES ON REFERENCES FELL IN ROAD DITCH.  DITCH HAS
 FZ1418'PROBABLY BEEN DUG SINCE STATION WAS PUT IN, AND STATION IS
 FZ1418'DESTROYED.
 FZ1418
 FZ1418                          STATION RECOVERY (1990)
 FZ1418
 FZ1418'RECOVERY NOTE BY US POWER SQUADRON 1990 (WBW)
 FZ1418'MARK NOT FOUND.
 FZ1418
 FZ1418                          STATION RECOVERY (2004)
 FZ1418
 FZ1418'RECOVERY NOTE BY US POWER SQUADRON 2004
 FZ1418'MARK NOT FOUND.
 FZ1418
 FZ1418                          STATION RECOVERY (2005)
 FZ1418
 FZ1418'RECOVERY NOTE BY US POWER SQUADRON 2005
 FZ1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1592 ***********************************************************************
 EY1592  DESIGNATION -  CANAL
 EY1592  PID         -  EY1592
 EY1592  STATE/COUNTY-  NC/TYRRELL
 EY1592  USGS QUAD   -  CRESWELL (1974)
 EY1592
 EY1592                         *CURRENT SURVEY CONTROL
 EY1592  ___________________________________________________________________
 EY1592* NAD 83(2001)-  35 46 27.04408(N)    076 23 36.41561(W)     ADJUSTED  
 EY1592* NAVD 88     -         3.878  (meters)      12.72   (feet)  ADJUSTED  
 EY1592  ___________________________________________________________________
 EY1592  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 EY1592  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EY1592  DYNAMIC HT  -           3.875 (meters)      12.71  (feet)  COMP
 EY1592  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 EY1592
 EY1592  HORZ ORDER  -  SECOND
 EY1592  VERT ORDER  -  SECOND    CLASS II
 EY1592
 EY1592.The horizontal coordinates were established by classical geodetic methods
 EY1592.and adjusted by the National Geodetic Survey in August 2005.
 EY1592
 EY1592.The orthometric height was determined by differential leveling
 EY1592.and adjusted in June 1991.
 EY1592
 EY1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1592
 EY1592.The geoid height was determined by GEOID03.
 EY1592
 EY1592.The dynamic height is computed by dividing the NAVD 88
 EY1592.geopotential number by the normal gravity value computed on the
 EY1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1592.degrees latitude (g = 980.6199 gals.).
 EY1592
 EY1592.The modeled gravity was interpolated from observed gravity values.
 EY1592
 EY1592;                    North         East     Units Scale Factor Converg.
 EY1592;SPC NC       -   227,639.699   845,238.348   MT  0.99991406   +1 30 15.9
 EY1592;SPC NC       -   746,847.91  2,773,086.15   sFT  0.99991406   +1 30 15.9
 EY1592;UTM  18      - 3,959,797.507   374,050.741   MT  0.99979547   -0 48 52.9
 EY1592
 EY1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1592!SPC NC       -   1.00000528  x   0.99991406  =   0.99991934
 EY1592!UTM  18      -   1.00000528  x   0.99979547  =   0.99980075
 EY1592
 EY1592:                Primary Azimuth Mark                     Grid Az
 EY1592:SPC NC       -  BEE TREE                                 270 46 25.5
 EY1592:UTM  18      -  BEE TREE                                 273 05 34.3
 EY1592
 EY1592|---------------------------------------------------------------------|
 EY1592| PID    Reference Object                     Distance      Geod. Az  |
 EY1592|                                                           dddmmss.s |
 EY1592| EY1587 BEE TREE                            APPROX. 0.5 KM 2721641.4 |
 EY1592|---------------------------------------------------------------------|
 EY1592
 EY1592                          SUPERSEDED SURVEY CONTROL
 EY1592
 EY1592  NAD 83(1986)-  35 46 27.05748(N)    076 23 36.42587(W) AD(       ) 2
 EY1592  NAD 27      -  35 46 26.46356(N)    076 23 37.67527(W) AD(       ) 2
 EY1592  NGVD 29 (07/19/86)    4.23   (m)           13.9    (f) LEVELING    3  
 EY1592
 EY1592.Superseded values are not recommended for survey control.
 EY1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1592.See file dsdata.txt to determine how the superseded data were derived.
 EY1592
 EY1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7405159798(NAD 83)
 EY1592_MARKER: DE = TRAVERSE STATION DISK
 EY1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY1592_STAMPING: CANAL 1976
 EY1592_MARK LOGO: NCGS  
 EY1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1592+STABILITY: SURFACE MOTION
 EY1592
 EY1592  HISTORY     - Date     Condition        Report By
 EY1592  HISTORY     - 1976     MONUMENTED       NCGS
 EY1592  HISTORY     - 1976     GOOD             NCGS
 EY1592
 EY1592                          STATION DESCRIPTION
 EY1592
 EY1592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EY1592'CANAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1592'IN THE VICINITY OF LAKE PHELPS, NORTH CAROLINA.
 EY1592'
 EY1592'CANAL IS LOCATED APPROXIMATELY 6.6 MILES SOUTH OF CRESWELL
 EY1592'(WASHINGTON COUNTY) AND 12.7 MILES SOUTHWEST OF COLUMBIA.  TO
 EY1592'REACH STATION FROM THE U.S. POST OFFICE IN CRESWELL, PROCEED
 EY1592'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION
 EY1592'WITH SR 1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES
 EY1592'TO INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG
 EY1592'SR 1165 (SR 1165 BECOMES SR 1119 AT THE WASHINGTON - TYRRELL
 EY1592'COUNTY LINE) FOR 1.5 MILES TO T INTERSECTION WITH BEE TREE
 EY1592'CANAL ROAD, THENCE SOUTHWEST ALONG BEE TREE CANAL ROAD FOR 1.3
 EY1592'MILES TO A SHARP CURVE WEST AND STATION ON LEFT.
 EY1592'
 EY1592'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1592'CANAL 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY1592'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1592'
 EY1592'MARK IS 21.6 FT SSE OF C/L OF BEE TREE CANAL ROAD
 EY1592'
 EY1592'45.7 FT WSW OF C/L OF FIELD ROAD LEADING EAST
 EY1592'
 EY1592'18.0 FT ENE OF C/L OF FIELD ROAD LEADING SOUTH
 EY1592'
 EY1592'80.1 FT SSW OF 56 INCH LAUREL WITH ALUMINUM REF. TAG
 EY1592'
 EY1592'118.2 FT ESE OF PP MC 59 WITH ALUMINUM REF. TAG.
 EY1592
 EY1592                          STATION RECOVERY (1976)
 EY1592
 EY1592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EY1592'6.6 MI S FROM CRESWELL.
 EY1592'STATION IS LOCATED APPROXIMATELY 12.7 MILES SOUTHWEST OF COLUMBIA. TO
 EY1592'REACH STATION FROM THE US POST OFFICE IN CRESWELL, PROCEED
 EY1592'SOUTHEASTERLY ALONG SR 1142 FOR 2.0 MILES TO T INTERSECTION WITH SR
 EY1592'1160 (SW), THENCE SOUTHWEST ALONG SR 1160 FOR 4.0 MILES TO
 EY1592'INTERSECTION WITH SR 1165 CROSSROADS, THENCE SOUTHEAST ALONG SR 1165
 EY1592'(SR 1165 BECOMES SR 1119 AT THE WASHINGTON-TYRRELL COUNTY LINE) FOR
 EY1592'1.5 MILES TO T INTERSECTION WITH BEE TREE CANAL ROAD, THENCE SOUTHWEST
 EY1592'ALONG BEE TREE CANAL ROAD FOR 1.3 MILES TO A SHARP CURVE WEST AND
 EY1592'STATION ON LEFT.  21.6 FT. SSE OF CENTER LINE OF BEE TREE ROAD, 45.7
 EY1592'FT. WSW OF CENTER LINE OF FIELD ROAD LEADING EAST, 18.0 FT. ENE OF
 EY1592'CENTER LINE OF FIELD ROAD LEADING SOUTH, 80.1 FT. SSW OF 56 IN. LAUREL
 EY1592'WITH ALUMINUM REF. TAG AND 118.2 FT. ESE OF PP NO. MC59 WITH ALUMINUM
 EY1592'REF. TAG.  DISK IS SET IN THE TOP OF A CONCRETE CYLINDER 2 INCHES
 EY1592'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0056 ***********************************************************************
 EX0056  DESIGNATION -  CANAL
 EX0056  PID         -  EX0056
 EX0056  STATE/COUNTY-  NC/DARE
 EX0056  USGS QUAD   -  EAST LAKE SE (1987)
 EX0056
 EX0056                         *CURRENT SURVEY CONTROL
 EX0056  ___________________________________________________________________
 EX0056* NAD 83(2001)-  35 47 36.96127(N)    075 46 30.74229(W)     ADJUSTED  
 EX0056* NAVD 88     -         1.146  (meters)       3.76   (feet)  ADJUSTED  
 EX0056  ___________________________________________________________________
 EX0056  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EX0056  GEOID HEIGHT-         -39.04  (meters)                     GEOID03
 EX0056  DYNAMIC HT  -           1.145 (meters)       3.76  (feet)  COMP
 EX0056  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 EX0056
 EX0056  HORZ ORDER  -  SECOND
 EX0056  VERT ORDER  -  SECOND    CLASS 0
 EX0056
 EX0056.The horizontal coordinates were established by classical geodetic methods
 EX0056.and adjusted by the National Geodetic Survey in August 2005.
 EX0056
 EX0056.The orthometric height was determined by differential leveling
 EX0056.and adjusted in June 1991.
 EX0056
 EX0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0056
 EX0056.The geoid height was determined by GEOID03.
 EX0056
 EX0056.The dynamic height is computed by dividing the NAVD 88
 EX0056.geopotential number by the normal gravity value computed on the
 EX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EX0056.degrees latitude (g = 980.6199 gals.).
 EX0056
 EX0056.The modeled gravity was interpolated from observed gravity values.
 EX0056
 EX0056;                    North         East     Units Scale Factor Converg.
 EX0056;SPC NC       -   231,434.796   901,040.880   MT  0.99991721   +1 51 40.5
 EX0056;SPC NC       -   759,298.99  2,956,164.95   sFT  0.99991721   +1 51 40.5
 EX0056;UTM  18      - 3,961,333.278   429,950.224   MT  0.99966046   -0 27 12.3
 EX0056
 EX0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0056!SPC NC       -   1.00000595  x   0.99991721  =   0.99992316
 EX0056!UTM  18      -   1.00000595  x   0.99966046  =   0.99966640
 EX0056
 EX0056:                Primary Azimuth Mark                     Grid Az
 EX0056:SPC NC       -  DURWOOD                                  321 24 59.9
 EX0056:UTM  18      -  DURWOOD                                  323 43 52.7
 EX0056
 EX0056|---------------------------------------------------------------------|
 EX0056| PID    Reference Object                     Distance      Geod. Az  |
 EX0056|                                                           dddmmss.s |
 EX0056| EX0060 DURWOOD                             APPROX. 1.3 KM 3231640.4 |
 EX0056|---------------------------------------------------------------------|
 EX0056
 EX0056                          SUPERSEDED SURVEY CONTROL
 EX0056
 EX0056  NAD 83(1986)-  35 47 36.95817(N)    075 46 30.73948(W) AD(       ) 2
 EX0056  NAD 27      -  35 47 36.34401(N)    075 46 32.10011(W) AD(       ) 2
 EX0056  NGVD 29 (??/??/92)    1.457  (m)            4.78   (f) ADJ UNCH    2 0
 EX0056
 EX0056.Superseded values are not recommended for survey control.
 EX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0056.See file dsdata.txt to determine how the superseded data were derived.
 EX0056
 EX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2995061333(NAD 83)
 EX0056_MARKER: DE = TRAVERSE STATION DISK
 EX0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EX0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EX0056_STAMPING: CANAL 1974
 EX0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EX0056+STABILITY: SURFACE MOTION
 EX0056
 EX0056  HISTORY     - Date     Condition        Report By
 EX0056  HISTORY     - 1974     MONUMENTED       NCGS
 EX0056  HISTORY     - 1974     GOOD             NCGS
 EX0056
 EX0056                          STATION DESCRIPTION
 EX0056
 EX0056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EX0056'CANAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EX0056'THE VICINITY OF MANNS HARBOR, NORTH CAROLINA.
 EX0056'
 EX0056'CANAL IS LOCATED APPROXIMATELY 6.2 MILES SOUTH OF MANNS HARBOR
 EX0056'AND 7.0 MILES NNW OF STUMPY POINT.  TO REACH STATION FROM
 EX0056'INTERSECTION OF U.S. 64 WITH U.S. 264 NEAR MANNS HARBOR, PROCEED
 EX0056'SOUTHERLY ALONG U.S. 264 FOR 6.4 MILES TO STATION ON THE LEFT,
 EX0056'APPROXIMATELY 150 FEET NORTH OF ABANDONED BRIDGE ACROSS CANAL,
 EX0056'AND 1.75 MILES NORTH OF CONCRETE BRIDGE OVER CANAL.
 EX0056'
 EX0056'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EX0056'CANAL 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EX0056'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EX0056'
 EX0056'MARK IS 24.2 FT NE OF C/L OF U.S. 264
 EX0056'
 EX0056'149.7 FT N OF NE CORNER OF ABANDONED BRIDGE WITH ALUMINUM REF. TAG
 EX0056'
 EX0056'116.0 FT SE OF 8 INCH PINE WITH ALUMINUM REF. TAG
 EX0056'
 EX0056'83.7 FT NNE OF 10 INCH PINE WITH ALUMINUM REF. TAG
 EX0056'
 EX0056'123.9 FT NW OF PP WITH ALUMINUM REF. TAG
 EX0056
 EX0056                          STATION RECOVERY (1974)
 EX0056
 EX0056'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EX0056'6.2 MI S FROM MANNS HARBOR.
 EX0056'TO REACH STATION FROM INTERSECTION OF U.S. 64 WITH U.S. 264 NEAR
 EX0056'MANNS HARBOR, PROCEED SOUTHERLY ALONG U.S. 264 FOR 6.4 MILES
 EX0056'TO STATION ON THE LEFT, APPROXIMATELY 150 FEET NORTH OF ABANDONED
 EX0056'BRIDGE ACROSS CANAL, AND 1.75 MILE NORTH OF CONCRETE BRIDGE OVER
 EX0056'CANAL, 24.2 FT NE OF C/L OF U.S. 264, 149.7 FT NORTH OF NE CORNER
 EX0056'OF ABANDONED BRIDGE W/ALUMINUM REF. TAG, 116.0 FT SE OF 8 INCH
 EX0056'PINE W/ALUMINUM REF. TAG, 83.7 FT NNE OF 10 INCH PINE W/ALUMINUM
 EX0056'REF. TAG, AND 123.9 FT NW OF PP W/ALUMINUM REF. TAG.  DISK IS
 EX0056'SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1621 ***********************************************************************
 EA1621  DESIGNATION -  CANAL
 EA1621  PID         -  EA1621
 EA1621  STATE/COUNTY-  NC/CARTERET
 EA1621  USGS QUAD   -  LONG BAY (1987)
 EA1621
 EA1621                         *CURRENT SURVEY CONTROL
 EA1621  ___________________________________________________________________
 EA1621* NAD 83(2001)-  34 56 13.58722(N)    076 23 11.65047(W)     ADJUSTED  
 EA1621* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1621  ___________________________________________________________________
 EA1621  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EA1621  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 EA1621  HORZ ORDER  -  THIRD
 EA1621
 EA1621.The horizontal coordinates were established by classical geodetic methods
 EA1621.and adjusted by the National Geodetic Survey in August 2005.
 EA1621
 EA1621.The orthometric height was scaled from a topographic map.
 EA1621
 EA1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1621
 EA1621.The geoid height was determined by GEOID03.
 EA1621
 EA1621;                    North         East     Units Scale Factor Converg.
 EA1621;SPC NC       -   134,828.439   848,304.484   MT  0.99988758   +1 30 30.2
 EA1621;SPC NC       -   442,349.64  2,783,145.63   sFT  0.99988758   +1 30 30.2
 EA1621;UTM  18      - 3,866,946.130   373,372.208   MT  0.99979762   -0 47 39.0
 EA1621
 EA1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1621!SPC NC       -   1.00000582  x   0.99988758  =   0.99989340
 EA1621!UTM  18      -   1.00000582  x   0.99979762  =   0.99980343
 EA1621
 EA1621:                Primary Azimuth Mark                     Grid Az
 EA1621:SPC NC       -  YOUNG                                    003 33 40.5
 EA1621:UTM  18      -  YOUNG                                    005 51 49.7
 EA1621
 EA1621|---------------------------------------------------------------------|
 EA1621| PID    Reference Object                     Distance      Geod. Az  |
 EA1621|                                                           dddmmss.s |
 EA1621| EA1627 YOUNG                               APPROX. 4.6 KM 0050410.7 |
 EA1621| EA3259 CANAL RM 1                           16.070 METERS 04321     |
 EA1621| EA3260 CANAL RM 2                           16.150 METERS 13911     |
 EA1621| EA1625 LONG BAY BEACON                     APPROX. 5.6 KM 3492519.4 |
 EA1621|---------------------------------------------------------------------|
 EA1621
 EA1621                          SUPERSEDED SURVEY CONTROL
 EA1621
 EA1621  NAD 83(1986)-  34 56 13.60121(N)    076 23 11.65944(W) AD(       ) 3
 EA1621  NAD 27      -  34 56 13.01600(N)    076 23 12.95600(W) AD(       ) 3
 EA1621
 EA1621.Superseded values are not recommended for survey control.
 EA1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1621.See file dsdata.txt to determine how the superseded data were derived.
 EA1621
 EA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD7337266946(NAD 83)
 EA1621_MARKER: DS = TRIANGULATION STATION DISK
 EA1621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EA1621_SP_SET: TOP OF METAL PIPE IN CONCRETE
 EA1621
 EA1621  HISTORY     - Date     Condition        Report By
 EA1621  HISTORY     - 1932     MONUMENTED       CGS
 EA1621  HISTORY     - 1962     MARK NOT FOUND   CGS
 EA1621
 EA1621                          STATION DESCRIPTION
 EA1621
 EA1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 EA1621'ON THE SOUTH SHORE OF BAY (BRANCH OF CEDAR ISLAND BAY) LEADING
 EA1621'TO CANAL TO THOROUGHFARE BAY, ABOUT 0.2 MILE N.W. OF THE CANAL
 EA1621'ENTRANCE.  STATION IS ON MOST NORTHERLY POINT OF MARSH, AND A
 EA1621'SMALL INDENTATION OR BIGHT IN THE SHORE LINE IS ABOUT 75 METERS
 EA1621'FROM THE STATION.  IT IS A STANDARD DISK STAMPED CANAL 1932, SET
 EA1621'WITH CEMENT IN TILE OVER A SIX-FOOT 2 IN BY 4 IN PILE
 EA1621'AND IS 22 METERS AND 19 METERS RESPECTIVELY FROM THE EAST
 EA1621'AND THE NORTH SHORE LINES.
 EA1621'
 EA1621'REFERENCE MARK 1 IS STANDARD, AS IS REFERENCE MARK 2,
 EA1621'AND BOTH ARE LOCATED BETWEEN THE STATION AND THE SHORE.
 EA1621'
 EA1621'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 EA1621
 EA1621                          STATION RECOVERY (1962)
 EA1621
 EA1621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 EA1621'TWO ATTEMPTS WERE MADE TO RECOVER THIS STATION BUT IT WAS NOT
 EA1621'FOUND.  IT IS RECOMMENDED THAT THE STATION BE CLASSIFIED AS LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2647 ***********************************************************************
 EA2647  DESIGNATION -  CANAL
 EA2647  PID         -  EA2647
 EA2647  STATE/COUNTY-  NC/NEW HANOVER
 EA2647  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2647
 EA2647                         *CURRENT SURVEY CONTROL
 EA2647  ___________________________________________________________________
 EA2647* NAD 83(2001)-  34 02 55.10442(N)    077 53 09.39629(W)     ADJUSTED  
 EA2647* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 EA2647  ___________________________________________________________________
 EA2647  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 EA2647  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 EA2647  HORZ ORDER  -  THIRD
 EA2647
 EA2647.The horizontal coordinates were established by classical geodetic methods
 EA2647.and adjusted by the National Geodetic Survey in August 2005.
 EA2647
 EA2647.The orthometric height was scaled from a topographic map.
 EA2647
 EA2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2647
 EA2647.The geoid height was determined by GEOID03.
 EA2647
 EA2647;                    North         East     Units Scale Factor Converg.
 EA2647;SPC NC       -    33,707.521   712,471.600   MT  1.00009099   +0 38 34.8
 EA2647;SPC NC       -   110,588.76  2,337,500.57   sFT  1.00009099   +0 38 34.8
 EA2647;UTM  18      - 3,771,307.482   233,599.030   MT  1.00047495   -1 37 00.4
 EA2647
 EA2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2647!SPC NC       -   1.00000528  x   1.00009099  =   1.00009627
 EA2647!UTM  18      -   1.00000528  x   1.00047495  =   1.00048024
 EA2647
 EA2647|---------------------------------------------------------------------|
 EA2647| PID    Reference Object                     Distance      Geod. Az  |
 EA2647|                                                           dddmmss.s |
 EA2647| EA3258 CANAL RM                             28.529 METERS 02437     |
 EA2647| EA2653 CAROLINA BCH PAVILION E FINIAL      APPROX. 1.8 KM 1992237.4 |
 EA2647| EA2654 CAROLINA BCH PAVILION W FINIAL      APPROX. 1.8 KM 1994056.6 |
 EA2647| EA2652 CAROLINA BCH BATH HOUSE CUPOLA      APPROX. 1.9 KM 1994316.0 |
 EA2647| EA2668 GREYSTONE INN FLAGSTAFF             APPROX. 1.9 KM 2023842.7 |
 EA2647| EA2658 CUT                                 APPROX. 0.5 KM 2791003.5 |
 EA2647|---------------------------------------------------------------------|
 EA2647
 EA2647                          SUPERSEDED SURVEY CONTROL
 EA2647
 EA2647  NAD 83(1986)-  34 02 55.11622(N)    077 53 09.40862(W) AD(       ) 3
 EA2647  NAD 27      -  34 02 54.49600(N)    077 53 10.46000(W) AD(       ) 3
 EA2647
 EA2647.Superseded values are not recommended for survey control.
 EA2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2647.See file dsdata.txt to determine how the superseded data were derived.
 EA2647
 EA2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3359971307(NAD 83)
 EA2647_MARKER: DS = TRIANGULATION STATION DISK
 EA2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2647
 EA2647  HISTORY     - Date     Condition        Report By
 EA2647  HISTORY     - 1918     MONUMENTED       CGS
 EA2647  HISTORY     - 1926     GOOD             CGS
 EA2647  HISTORY     - 1927     GOOD             NCGS
 EA2647  HISTORY     - 1933     GOOD             CGS
 EA2647  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2647  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA2647
 EA2647                          STATION DESCRIPTION
 EA2647
 EA2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (CLG)
 EA2647'STATION IS ON THE BANKS ON THE OCEAN SIDE OF MYRTLE SOUND,
 EA2647'ABOUT 1 MILE NE FROM CAROLINA BEACH, 250 YARDS SW OF A FISH SHACK,
 EA2647'AT THE HEAD OF A SMALL BAY ON THE SOUND SIDE, ABOUT 25 YARDS
 EA2647'N OF A SMALL PATH WHERE THE FISHERMEN CROSS THE BEACH, ABOUT
 EA2647'85 YARDS FROM HIGH WATER ON THE BEACH AND 36 YARDS FROM HIGH
 EA2647'WATER ON THE SOUND SIDE.
 EA2647'
 EA2647'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EA2647'CONCRETE.  UNDERGROUND MARK IS A
 EA2647'BLOCK OF CONCRETE CONTAINING A GLASS BOTTLE.
 EA2647'
 EA2647'THE REFERENCE MARK IS 28.529 METERS (93.60 FEET) FROM THE
 EA2647'STATION N 24 DEG 38 MIN E.
 EA2647
 EA2647                          STATION RECOVERY (1926)
 EA2647
 EA2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (KTA)
 EA2647'STATION RECOVERED AS DESCRIBED, EXCEPT IT IS ONLY 65 METERS
 EA2647'FROM HIGH WATER ON OCEAN SIDE.
 EA2647
 EA2647                          STATION RECOVERY (1927)
 EA2647
 EA2647'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1927
 EA2647'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BUT SAND HAS
 EA2647'BEEN BLOWN FROM AROUND THEM.
 EA2647
 EA2647                          STATION RECOVERY (1933)
 EA2647
 EA2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2647'STATION AND REFERENCE MARKS RECOVERED AND IN GOOD SHAPE, ON THE
 EA2647'OCEAN SIDE OF MYRTLE SOUND, ABOUT 1 MILE NE OF CAROLINA BEACH.  AT
 EA2647'THE HEAD OF A SMALL BAY ON THE SOUND SIDE.  ABOUT 25 YARDS N
 EA2647'OF A SMALL PATH WHERE THE FISHERMEN CROSS TO THE BEACH.  ABOUT
 EA2647'85 YARDS FROM HIGH WATER ON THE BEACH AND 36 YARDS FROM HIGH
 EA2647'WATER ON THE SOUND SIDE.  THE FISHERMANS SHACK MENTIONED IN
 EA2647'THE DESCRIPTION WAS NOT FOUND.
 EA2647
 EA2647                          STATION RECOVERY (1964)
 EA2647
 EA2647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2647'LOST.  STATION AND R.M.S NOT RECOVERED.  THE AREA WAS SEARCHED
 EA2647'BY TWO MEN FOR APPROXIMATELY 2 HOURS.  ACCORDING TO LOCAL
 EA2647'INFORMATION THE AREA WAS HEAVILY ERODED BY THE HURRICANE IN
 EA2647'1962.  AFTER 1962 A DEVELOPMENT COMPANY FILLED-IN THE AREA.  THE
 EA2647'STATION IS PROBABLY INTACT, BUT COVERED BY ABOUT 10 FEET OF FILL.
 EA2647
 EA2647                          STATION RECOVERY (2004)
 EA2647
 EA2647'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1573 ***********************************************************************
 FW1573  DESIGNATION -  CANAL
 FW1573  PID         -  FW1573
 FW1573  STATE/COUNTY-  NC/CURRITUCK
 FW1573  USGS QUAD   -  BARCO (1982)
 FW1573
 FW1573                         *CURRENT SURVEY CONTROL
 FW1573  ___________________________________________________________________
 FW1573* NAD 83(2001)-  36 23 07.87159(N)    075 56 57.29981(W)     ADJUSTED  
 FW1573* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FW1573  ___________________________________________________________________
 FW1573  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 FW1573  GEOID HEIGHT-         -38.42  (meters)                     GEOID03
 FW1573  HORZ ORDER  -  SECOND
 FW1573
 FW1573.The horizontal coordinates were established by classical geodetic methods
 FW1573.and adjusted by the National Geodetic Survey in August 2005.
 FW1573
 FW1573.The orthometric height was scaled from a topographic map.
 FW1573
 FW1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1573
 FW1573.The geoid height was determined by GEOID03.
 FW1573
 FW1573;                    North         East     Units Scale Factor Converg.
 FW1573;SPC NC       -   296,585.331   883,298.720   MT  1.00006844   +1 45 38.9
 FW1573;SPC NC       -   973,047.04  2,897,955.88   sFT  1.00006844   +1 45 38.9
 FW1573;SPC VA S     - 1,008,883.450 3,728,853.431   MT  1.00009101   +1 32 53.2
 FW1573;SPC VA S     - 3,309,978.45 12,233,746.63   sFT  1.00009101   +1 32 53.2
 FW1573;UTM  18      - 4,027,128.011   414,863.535   MT  0.99968930   -0 33 47.3
 FW1573
 FW1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1573!SPC NC       -   1.00000607  x   1.00006844  =   1.00007451
 FW1573!SPC VA S     -   1.00000607  x   1.00009101  =   1.00009708
 FW1573!UTM  18      -   1.00000607  x   0.99968930  =   0.99969537
 FW1573
 FW1573|---------------------------------------------------------------------|
 FW1573| PID    Reference Object                     Distance      Geod. Az  |
 FW1573|                                                           dddmmss.s |
 FW1573| FW1817 CANAL WM 1                           33.620 METERS 04825     |
 FW1573| FW1818 CANAL WM 2                          117.135 METERS 11400     |
 FW1573| FW1816 CANAL RM 2                           23.670 METERS 16419     |
 FW1573| FW1579 CURRITUCK SOUND BEACON 45           APPROX. 0.9 KM 1811455.1 |
 FW1573| FW1815 CANAL RM 1                           23.800 METERS 25312     |
 FW1573| FW1581 DITCH                               APPROX. 1.0 KM 2572619.4 |
 FW1573| FW1568 BARCOS SAWMILL STACK                APPROX. 1.8 KM 2701524.9 |
 FW1573| FW1569 BEACON MAPLE                        APPROX. 4.6 KM 3065254.4 |
 FW1573| FW1591 LONE PINE                           APPROX. 1.8 KM 3314657.1 |
 FW1573| FW1570 BEACON 8                            APPROX. 1.5 KM 3433541.5 |
 FW1573| FW1578 CURRITUCK SOUND BEACON 43           APPROX. 1.3 KM 3441733.7 |
 FW1573| FW1599 UNLIGHTED BEACON ISLE               APPROX. 2.0 KM 3453404.8 |
 FW1573| FW1577 CURRITUCK SOUND BEACON 41           APPROX. 3.6 KM 3563139.3 |
 FW1573|---------------------------------------------------------------------|
 FW1573
 FW1573                          SUPERSEDED SURVEY CONTROL
 FW1573
 FW1573  NAD 83(1993)-  36 23 07.88009(N)    075 56 57.30810(W) AD(       ) 2
 FW1573  NAD 83(1986)-  36 23 07.88743(N)    075 56 57.32827(W) AD(       ) 2
 FW1573  NAD 27      -  36 23 07.32800(N)    075 56 58.60600(W) AD(       ) 2
 FW1573
 FW1573.Superseded values are not recommended for survey control.
 FW1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1573.See file dsdata.txt to determine how the superseded data were derived.
 FW1573
 FW1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1486427128(NAD 83)
 FW1573_MARKER: DD = SURVEY DISK
 FW1573_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FW1573_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 FW1573
 FW1573  HISTORY     - Date     Condition        Report By
 FW1573  HISTORY     - 1911     MONUMENTED       CGS
 FW1573  HISTORY     - 1934     GOOD             CGS
 FW1573  HISTORY     - 1935     GOOD             CGS
 FW1573  HISTORY     - 1963     GOOD             CGS
 FW1573  HISTORY     - 1984     GOOD             USE
 FW1573
 FW1573                          STATION DESCRIPTION
 FW1573
 FW1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (EBL)
 FW1573'STATION IS LOCATED ON THE E SIDE OF COINJOCK BAY, ABOUT 1 MILE S OF
 FW1573'BEACON NO. 8 ON THE CHESAPEAKE AND ALBEMARLE CANAL.
 FW1573'
 FW1573'STATION MARK IS A BRONZE TABLET SET IN TILE AND CONCRETE.
 FW1573'
 FW1573'UNDERGROUND MARK IS A BOTTLE.
 FW1573'
 FW1573'REFERENCE MARKS ARE NAILS IN TILES.  REFERENCE MARK NO. 1 IS
 FW1573'(33.62 METERS) 110.3 FEET FROM THE STATION N 48 DEG 24 MIN E.
 FW1573'REFERENCE MARK NO. 2 IS (117.13 METERS) 384.3 FEET FROM
 FW1573'THE STATION S 66 DEG 00 MIN E. ON A SLIGHT ELEVATION
 FW1573'IN THE MARSH.
 FW1573
 FW1573                          STATION RECOVERY (1934)
 FW1573
 FW1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCS)
 FW1573'STATION IS LOCATED ON THE E SIDE OF COINJOCK BAY, APPROXIMATELY
 FW1573'2-1/4 MILES N OF COINJOCK DRAWBRIDGE AND 1 MILE S OF BEACON NO.
 FW1573'43.  IT IS IN EDGE OF SAND HILLS 90 METERS FROM SHORE LINE AND
 FW1573'91.05 METERS S OF LONE CYPRESS TREE.
 FW1573'
 FW1573'STATION MARK IS A STANDARD DISK STAMPED U.S.C. AND G.S. SET IN
 FW1573'A CONCRETE MONUMENT.
 FW1573'
 FW1573'TWO REFERENCE MARKS WERE SET.  REFERENCE MARK NO. 1 IS A STANDARD
 FW1573'DISK STAMPED 1911, 1934-1 SET IN A CONCRETE MONUMENT 23.80 METERS
 FW1573'W OF STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 FW1573'1911, 1934-2 SET IN A CONCRETE MONUMENT 23.67 METERS S OF STATION.
 FW1573
 FW1573                          STATION RECOVERY (1935)
 FW1573
 FW1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (KGC)
 FW1573'STATION IS LOCATED ABOUT 2-2/3 MILES N OF COINJOCK ON THE E
 FW1573'BANK OF THE INTRACOASTAL WATERWAY.
 FW1573'
 FW1573'STATION MARK, A STANDARD BRONZE DISK SET IN CONCRETE, IS
 FW1573'STAMPED WITH THE DATE 1911, BUT IS WITHOUT THE NAME.  THE TOP
 FW1573'OF THE MARK BEING FLUSH WITH THE GROUND.  IT IS ABOUT 320 FEET
 FW1573'E OF THE E BANK OF THE CANAL WHERE THERE IS A SMALL BAY AND WHERE
 FW1573'THE PILING ALONG THE E EDGE OF THE CANAL ARE AT QUITE A DISTANCE
 FW1573'FROM THE SHORE.  THIS BAY IS ABOUT 800 YARDS N OF FLASHING
 FW1573'BEACON NO. 45.  STATION IS ABOUT 225 FEET NNE OF THE HIGHEST
 FW1573'PART OF A MOUND.  IT IS ABOUT 250 FEET SE OF THE S END OF
 FW1573'HIGHER GROUND TO THE N.  IT IS ABOUT 25 FEET E OF THE CENTER
 FW1573'OF WHEEL TRACKS THAT MARK AN APPARENT WAGON ROAD.
 FW1573'
 FW1573'THERE ARE NO REFERENCE MARKS.
 FW1573'
 FW1573'A 45-FOOT WOODEN TOWER WAS USED.
 FW1573
 FW1573                          STATION RECOVERY (1963)
 FW1573
 FW1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JAW)
 FW1573'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 FW1573'TO BE IN GOOD CONDITION.  THE STATION MARK IS FLUSH WITH THE
 FW1573'GROUND AND IS IN A COW PATH.
 FW1573'
 FW1573'REFERENCE MARK NO. 1 IS 200 FEET NORTH OF MOUND WITH THICKEST
 FW1573'GROWTH OF SMALL CEDAR TREES, 175 FEET EAST OF THE EAST BANK OF
 FW1573'CANAL, 2 FEET EAST OF A 2X6 BY 5 FEET HIGH, AND PROJECTS 3 INCHES.
 FW1573'
 FW1573'REFERENCE MARK NO. 2 IS 150 FEET NORTHEAST OF HIGHEST MOUND WITH
 FW1573'THICKEST GROWTH OF SMALL CEDAR TREES AND PROJECTS 3 INCHES.
 FW1573
 FW1573                          STATION RECOVERY (1984)
 FW1573
 FW1573'RECOVERY NOTE BY US ENGINEERS 1984 (GRN)
 FW1573'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4163 ***********************************************************************
 EY4163  DESIGNATION -  CANAL
 EY4163  PID         -  EY4163
 EY4163  STATE/COUNTY-  NC/JONES
 EY4163  USGS QUAD   -  DOVER (1982)
 EY4163
 EY4163                         *CURRENT SURVEY CONTROL
 EY4163  ___________________________________________________________________
 EY4163* NAD 83(2001)-  35 12 09.62007(N)    077 25 32.44470(W)     ADJUSTED  
 EY4163* NAVD 88     -        20.2    (meters)      66.     (feet)  VERTCON   
 EY4163  ___________________________________________________________________
 EY4163  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EY4163  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 EY4163  HORZ ORDER  -  SECOND
 EY4163
 EY4163.The horizontal coordinates were established by classical geodetic methods
 EY4163.and adjusted by the National Geodetic Survey in August 2005.
 EY4163
 EY4163.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY4163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY4163
 EY4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY4163
 EY4163.The geoid height was determined by GEOID03.
 EY4163
 EY4163;                    North         East     Units Scale Factor Converg.
 EY4163;SPC NC       -   162,281.427   752,938.611   MT  0.99987296   +0 54 31.1
 EY4163;SPC NC       -   532,418.32  2,470,266.09   sFT  0.99987296   +0 54 31.1
 EY4163;UTM  18      - 3,898,214.611   279,177.623   MT  1.00020099   -1 23 56.0
 EY4163
 EY4163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY4163!SPC NC       -   1.00000256  x   0.99987296  =   0.99987552
 EY4163!UTM  18      -   1.00000256  x   1.00020099  =   1.00020355
 EY4163
 EY4163                          SUPERSEDED SURVEY CONTROL
 EY4163
 EY4163  NAD 83(1986)-  35 12 09.63019(N)    077 25 32.45458(W) AD(       ) 2
 EY4163  NGVD 29 (08/13/90)   20.6    (m)           68.     (f) VERT ANG    3  
 EY4163
 EY4163.Superseded values are not recommended for survey control.
 EY4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY4163.See file dsdata.txt to determine how the superseded data were derived.
 EY4163
 EY4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7917898215(NAD 83)
 EY4163_MARKER: DE = TRAVERSE STATION DISK
 EY4163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY4163_STAMPING: CANAL 1978
 EY4163_MARK LOGO: CGS   
 EY4163_PROJECTION: FLUSH
 EY4163_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4163+STABILITY: SURFACE MOTION
 EY4163
 EY4163  HISTORY     - Date     Condition        Report By
 EY4163  HISTORY     - 1978     MONUMENTED       NCGS
 EY4163  HISTORY     - 1985     GOOD             USPSQD
 EY4163  HISTORY     - 1989     GOOD             USPSQD
 EY4163  HISTORY     - 19900321 GOOD             NCGS
 EY4163  HISTORY     - 19910604 GOOD             USPSQD
 EY4163  HISTORY     - 19990328 GOOD             USPSQD
 EY4163
 EY4163                          STATION DESCRIPTION
 EY4163
 EY4163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (JDB)
 EY4163'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES SOUTH-SOUTHEAST OF
 EY4163'DOVER AND 6.2 MILES WEST-NORTHWEST OF COVE CITY.
 EY4163'
 EY4163'TO REACH STATION FROM INTERSECTION OF SR 1005 WITH US 70 BYPASS AT
 EY4163'DOVER, PROCEED SOUTHEAST ALONG US 70 BYPASS FOR 2.0 MILES TO STATION
 EY4163'IN THE RIGHT SHOULDER ON THE PROLONGATION OF A DRAINAGE CANAL LEADING
 EY4163'SOUTHWEST.
 EY4163'
 EY4163'STATION MARK IS A STANDARD DISK STAMPED---CANAL 1978---, SET IN TOP
 EY4163'OF A 10 INCH CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.
 EY4163'THE MARK IS 26.7 FEET SOUTHWEST OF CENTERLINE OF EAST BOUND LANES AND
 EY4163'98.2 FEET NORTHEAST OF FENCE POST, 119.3 FEET EAST-NORTHEAST OF CENTER
 EY4163'BRACE FENCE POST AND 117.6 FEET NORTH OF FENCE POST ALL WITH REFERENCE
 EY4163'TAGS.
 EY4163
 EY4163                          STATION RECOVERY (1985)
 EY4163
 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EY4163'RECOVERED IN GOOD CONDITION.
 EY4163
 EY4163                          STATION RECOVERY (1989)
 EY4163
 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 EY4163'RECOVERED IN GOOD CONDITION.
 EY4163
 EY4163                          STATION RECOVERY (1990)
 EY4163
 EY4163'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (TLB)
 EY4163'RECOVERED AS DESCRIBED.
 EY4163
 EY4163                          STATION RECOVERY (1991)
 EY4163
 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1991 (IM)
 EY4163'RECOVERED IN GOOD CONDITION.
 EY4163
 EY4163                          STATION RECOVERY (1999)
 EY4163
 EY4163'RECOVERY NOTE BY US POWER SQUADRON 1999
 EY4163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX4465 ***********************************************************************
 FX4465  DESIGNATION -  CANAL
 FX4465  PID         -  FX4465
 FX4465  STATE/COUNTY-  NC/CAMDEN
 FX4465  USGS QUAD   -  LAKE DRUMMOND SE (1977)
 FX4465
 FX4465                         *CURRENT SURVEY CONTROL
 FX4465  ___________________________________________________________________
 FX4465* NAD 83(2001)-  36 30 21.76809(N)    076 21 18.94401(W)     ADJUSTED  
 FX4465* NAVD 88     -         5.3    (meters)      17.     (feet)  VERTCON   
 FX4465  ___________________________________________________________________
 FX4465  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 FX4465  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 FX4465  HORZ ORDER  -  SECOND
 FX4465
 FX4465.The horizontal coordinates were established by classical geodetic methods
 FX4465.and adjusted by the National Geodetic Survey in August 2005.
 FX4465
 FX4465.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX4465
 FX4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX4465
 FX4465.The geoid height was determined by GEOID03.
 FX4465
 FX4465;                    North         East     Units Scale Factor Converg.
 FX4465;SPC NC       -   308,911.374   846,526.369   MT  1.00011242   +1 31 35.3
 FX4465;SPC NC       - 1,013,486.73  2,777,311.93   sFT  1.00011242   +1 31 35.3
 FX4465;UTM  18      - 4,040,932.809   378,635.233   MT  0.99978147   -0 48 22.9
 FX4465
 FX4465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX4465!SPC NC       -   1.00000495  x   1.00011242  =   1.00011737
 FX4465!UTM  18      -   1.00000495  x   0.99978147  =   0.99978642
 FX4465
 FX4465                          SUPERSEDED SURVEY CONTROL
 FX4465
 FX4465  NAD 83(1993)-  36 30 21.77757(N)    076 21 18.94563(W) AD(       ) 2
 FX4465  NAD 83(1986)-  36 30 21.77886(N)    076 21 18.97551(W) AD(       ) 2
 FX4465  NGVD 29 (11/01/90)    5.6    (m)           18.     (f) VERT ANG    3  
 FX4465
 FX4465.Superseded values are not recommended for survey control.
 FX4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX4465.See file dsdata.txt to determine how the superseded data were derived.
 FX4465
 FX4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7863540933(NAD 83)
 FX4465_MARKER: DE = TRAVERSE STATION DISK
 FX4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX4465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX4465_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX4465+STABILITY: SURFACE MOTION
 FX4465
 FX4465  HISTORY     - Date     Condition        Report By
 FX4465  HISTORY     - 1976     MONUMENTED       NCGS
 FX4465
 FX4465                          STATION DESCRIPTION
 FX4465
 FX4465'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 FX4465'THE STATION IS LOCATED APPROXIMATELY 4.4 MILES NORTHWEST OF SOUTH
 FX4465'MILLS AND ALONG US 17, 3.2 MILES SOUTH-SOUTHEAST OF THE NORTH
 FX4465'CAROLINA-VIRGINIA STATE LINE, OR 0.1 MILE SOUTH-SOUTHEAST OF THE
 FX4465'JUNCTION WITH SR 1231, IN WEST SHOULDER OF HIGHWAY ACROSS FROM SELF-
 FX4465'SERVE GAS PUMPS.
 FX4465'
 FX4465'STATION MARK IS A STANDARD DISK STAMPED---CANAL 1976---SET IN TOP OF
 FX4465'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX4465'25.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF US 17, 63.0 FEET
 FX4465'SOUTHWEST OF SOUTH END OF NORTH CULVERT AND 62.5 FEET WEST OF NORTH
 FX4465'END OF CULVERT, ALSO 39.7 FEET NORTHEAST OF 15 INCH PINE, 47.3 FEET
 FX4465'EAST-SOUTHEAST OF 15 INCH SYCAMORE, 63.5 FEET SOUTHEAST OF 12 INCH
 FX4465'PINE, AND 75.8 FEET NORTH OF 8 INCH CHERRY ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5177 ***********************************************************************
 FA5177  DESIGNATION -  CANAL
 FA5177  PID         -  FA5177
 FA5177  STATE/COUNTY-  NC/BURKE
 FA5177  USGS QUAD   -  DREXEL (1993)
 FA5177
 FA5177                         *CURRENT SURVEY CONTROL
 FA5177  ___________________________________________________________________
 FA5177* NAD 83(2007)-  35 46 52.49642(N)    081 31 32.87899(W)     ADJUSTED  
 FA5177* NAVD 88     -       305.0    (meters)    1001.     (feet)  VERTCON   
 FA5177  ___________________________________________________________________
 FA5177  EPOCH DATE  -        2002.00
 FA5177  X           -     763,411.985 (meters)                     COMP
 FA5177  Y           -  -5,123,890.709 (meters)                     COMP
 FA5177  Z           -   3,708,687.526 (meters)                     COMP
 FA5177  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FA5177  ELLIP HEIGHT-         272.717 (meters)          (02/10/07) ADJUSTED
 FA5177  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 FA5177
 FA5177  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA5177  Type    PID    Designation                      North   East  Ellip
 FA5177  -------------------------------------------------------------------
 FA5177  NETWORK FA5177 CANAL                             3.19   1.78   5.43
 FA5177  -------------------------------------------------------------------
 FA5177
 FA5177.The horizontal coordinates were established by GPS observations
 FA5177.and adjusted by the National Geodetic Survey in February 2007.
 FA5177
 FA5177.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA5177.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA5177.The horizontal coordinates are valid at the epoch date displayed above.
 FA5177.The epoch date for horizontal control is a decimal equivalence
 FA5177.of Year/Month/Day.
 FA5177
 FA5177.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5177
 FA5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA5177
 FA5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5177
 FA5177.The ellipsoidal height was determined by GPS observations
 FA5177.and is referenced to NAD 83.
 FA5177
 FA5177.The geoid height was determined by GEOID03.
 FA5177
 FA5177;                    North         East     Units Scale Factor Converg.
 FA5177;SPC NC       -   228,235.129   381,282.534   MT  0.99991519   -1 27 28.1
 FA5177;SPC NC       -   748,801.42  1,250,924.45   sFT  0.99991519   -1 27 28.1
 FA5177;UTM  17      - 3,959,813.704   452,480.181   MT  0.99962782   -0 18 26.8
 FA5177
 FA5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5177!SPC NC       -   0.99995720  x   0.99991519  =   0.99987239
 FA5177!UTM  17      -   0.99995720  x   0.99962782  =   0.99958503
 FA5177
 FA5177                          SUPERSEDED SURVEY CONTROL
 FA5177
 FA5177  NAD 83(1995)-  35 46 52.50256(N)    081 31 32.88151(W) AD(       ) 1
 FA5177  NAD 83(1986)-  35 46 52.50372(N)    081 31 32.88218(W) AD(       ) 1
 FA5177  NGVD 29 (02/04/93)  305.2    (m)         1001.     (f) VERT ANG    3  
 FA5177
 FA5177.Superseded values are not recommended for survey control.
 FA5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5177.See file dsdata.txt to determine how the superseded data were derived.
 FA5177
 FA5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5248059814(NAD 83)
 FA5177_MARKER: DH = HORIZONTAL CONTROL DISK
 FA5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA5177_SP_SET: CONCRETE POST
 FA5177_STAMPING: CANAL 1988
 FA5177_MARK LOGO: NCGS  
 FA5177_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5177+STABILITY: SURFACE MOTION
 FA5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA5177+SATELLITE: SATELLITE OBSERVATIONS - 1988
 FA5177
 FA5177  HISTORY     - Date     Condition        Report By
 FA5177  HISTORY     - 1988     MONUMENTED       NCGS
 FA5177
 FA5177                          STATION DESCRIPTION
 FA5177
 FA5177'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5177'STATION IS LOCATED 2.3 MI (3.7 KM) NORTH OF RUTHERFORD COLLEGE, AND
 FA5177'9.5 MI (15.3 KM) EAST-NORTHEAST OF MORGANTON.
 FA5177'ALONG SR 1001 FOR 3.0 MI (4.8 KM) NORTH FROM THE US 64-70 INTERSECTION
 FA5177'IN RUTHERFORD COLLEGE, AT ENTRANCE OF CASTLE BRIDGE MARINA, NEAR
 FA5177'SOUTHEAST CORNER OF PARKING LOT IN GRASS AREA.
 FA5177'MARK IS FLUSH WITH GROUND SURFACE. LOCATED 147.0 FT (44.8 M) SOUTHEAST
 FA5177'OF LIGHT POLE, 9.6 FT (2.9 M) SOUTH OF FENCE POST, AND 91.4 FT
 FA5177'(27.9 M) WEST-SOUTHWEST OF POWER POLE (VN 16) WITH TRANSFORMER--ALL
 FA5177'THREE WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4763 ***********************************************************************
 DH4763  DESIGNATION -  CANAL
 DH4763  PID         -  DH4763
 DH4763  STATE/COUNTY-  NC/COLUMBUS
 DH4763  USGS QUAD   -  LAKE WACCAMAW EAST (1986)
 DH4763
 DH4763                         *CURRENT SURVEY CONTROL
 DH4763  ___________________________________________________________________
 DH4763* NAD 83(2007)-  34 15 43.28469(N)    078 23 24.65570(W)     ADJUSTED  
 DH4763* NAVD 88     -        17.5    (meters)      57.     (feet)  GPS OBS   
 DH4763  ___________________________________________________________________
 DH4763  EPOCH DATE  -        2002.00
 DH4763  X           -   1,061,960.980 (meters)                     COMP
 DH4763  Y           -  -5,168,973.610 (meters)                     COMP
 DH4763  Z           -   3,570,495.116 (meters)                     COMP
 DH4763  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DH4763  ELLIP HEIGHT-         -17.923 (meters)          (02/10/07) ADJUSTED
 DH4763  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 DH4763
 DH4763  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4763  Type    PID    Designation                      North   East  Ellip
 DH4763  -------------------------------------------------------------------
 DH4763  NETWORK DH4763 CANAL                             0.69   0.59   2.27
 DH4763  -------------------------------------------------------------------
 DH4763
 DH4763.The horizontal coordinates were established by GPS observations
 DH4763.and adjusted by the National Geodetic Survey in February 2007.
 DH4763
 DH4763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4763.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4763.The horizontal coordinates are valid at the epoch date displayed above.
 DH4763.The epoch date for horizontal control is a decimal equivalence
 DH4763.of Year/Month/Day.
 DH4763
 DH4763.The orthometric height was determined by GPS observations and a
 DH4763.high-resolution geoid model.
 DH4763
 DH4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4763
 DH4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4763
 DH4763.The ellipsoidal height was determined by GPS observations
 DH4763.and is referenced to NAD 83.
 DH4763
 DH4763.The geoid height was determined by GEOID03.
 DH4763
 DH4763;                    North         East     Units Scale Factor Converg.
 DH4763;SPC NC       -    56,973.686   665,766.341   MT  1.00002051   +0 21 07.1
 DH4763;SPC NC       -   186,921.17  2,184,268.40   sFT  1.00002051   +0 21 07.1
 DH4763;UTM  17      - 3,794,291.590   740,299.161   MT  1.00031184   +1 28 11.9
 DH4763
 DH4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4763!SPC NC       -   1.00000281  x   1.00002051  =   1.00002332
 DH4763!UTM  17      -   1.00000281  x   1.00031184  =   1.00031465
 DH4763
 DH4763:                Primary Azimuth Mark                     Grid Az
 DH4763:SPC NC       -  BAY                                      000 01 02.9
 DH4763:UTM  17      -  BAY                                      358 53 58.1
 DH4763
 DH4763|---------------------------------------------------------------------|
 DH4763| PID    Reference Object                     Distance      Geod. Az  |
 DH4763|                                                           dddmmss.s |
 DH4763| DH4762 BAY                                 APPROX. 0.6 KM 0002210.0 |
 DH4763|---------------------------------------------------------------------|
 DH4763
 DH4763                          SUPERSEDED SURVEY CONTROL
 DH4763
 DH4763  NAD 83(1986)-  34 15 43.29183(N)    078 23 24.66527(W) AD(       ) 1
 DH4763  NAD 83(2001)-  34 15 43.28463(N)    078 23 24.65533(W) AD(       ) 1
 DH4763  ELLIP H (05/12/05)  -17.936  (m)                       GP(       ) 4 1
 DH4763
 DH4763.Superseded values are not recommended for survey control.
 DH4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4763.See file dsdata.txt to determine how the superseded data were derived.
 DH4763
 DH4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT4029994292(NAD 83)
 DH4763_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4763_STAMPING: CANAL 1997
 DH4763_MARK LOGO: NCGS  
 DH4763_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4763+STABILITY: SURFACE MOTION
 DH4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4763+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 DH4763
 DH4763  HISTORY     - Date     Condition        Report By
 DH4763  HISTORY     - 1997     MONUMENTED       NCGS
 DH4763  HISTORY     - 20060118 GOOD             NCGS
 DH4763
 DH4763                          STATION DESCRIPTION
 DH4763
 DH4763'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (JGG)
 DH4763'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF DELCO AND
 DH4763'3.8 MI (6.1 KM) SOUTH OF BOLTON. PROCEED ALONG NC 211 FOR 4.5 MI (7.2
 DH4763'KM) SOUTH FROM NC 214 TO A DIRT ROAD LEADING WEST AND STATION IN THE
 DH4763'NORTH QUADRANT, ABOUT 4 FT (1.2 M) SOUTH OF THE CENTERLINE
 DH4763'PROLONGATION OF GRAVEL DRIVE ACROSS NC 211. STATION IS ALSO 1.95 MI
 DH4763'(3.14 KM) NORTH OF SR 1842 (CAROLINA AVENUE). MARK IS ABOUT 1 FOOT
 DH4763'(0.3 M) LOWER THAN NC 211 AND RECESSED 2-INCHES. LOCATED 55.0 FT (16.8
 DH4763'M) WEST OF THE CENTERLINE OF NC 211, 56.0 FT (17.1 M) NORTH OF THE
 DH4763'CENTER OF DIRT ROAD, 36.2 FT (11.0 M) NORTHEAST OF TELEPHONE PEDESTAL
 DH4763'NO. 46 BESIDE POWER POLE 46W WITH REFERENCE TAG, 57.7 FT (17.6 M)
 DH4763'EAST-NORTHEAST OF GUIDE WIRE ANCHOR, AND 63.3 FT (19.3 M) SOUTHWEST OF
 DH4763'AN 11-INCH PINE WITH REFERENCE TAG.
 DH4763
 DH4763                          STATION RECOVERY (2006)
 DH4763
 DH4763'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 DH4763'RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES.
 DH4763' 
 DH4763'MARK RECESSED 3 INCHES (8 CM) BELOW THE GROUND.  THE 11 INCH (28 CM)
 DH4763'PINE IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA5178 ***********************************************************************
 FA5178  DESIGNATION -  CANAL AZ MK
 FA5178  PID         -  FA5178
 FA5178  STATE/COUNTY-  NC/BURKE
 FA5178  USGS QUAD   -  DREXEL (1993)
 FA5178
 FA5178                         *CURRENT SURVEY CONTROL
 FA5178  ___________________________________________________________________
 FA5178* NAD 83(1995)-  35 46 42.86164(N)    081 31 26.19048(W)     NO CHECK  
 FA5178* NAVD 88     -       312.0    (meters)    1024.     (feet)  VERTCON   
 FA5178  ___________________________________________________________________
 FA5178  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 FA5178  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 FA5178  HORZ ORDER  -  SECOND
 FA5178
 FA5178.The horizontal coordinates were established by classical geodetic methods
 FA5178.and adjusted by the National Geodetic Survey in April 1999.
 FA5178.No horizontal observational check was made to the station.
 FA5178
 FA5178.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA5178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA5178
 FA5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA5178
 FA5178.The geoid height was determined by GEOID03.
 FA5178
 FA5178;                    North         East     Units Scale Factor Converg.
 FA5178;SPC NC       -   227,934.027   381,442.895   MT  0.99991476   -1 27 24.3
 FA5178;SPC NC       -   747,813.55  1,251,450.56   sFT  0.99991476   -1 27 24.3
 FA5178;UTM  17      - 3,959,515.967   452,646.507   MT  0.99962763   -0 18 22.8
 FA5178
 FA5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA5178!SPC NC       -   0.99995610  x   0.99991476  =   0.99987086
 FA5178!UTM  17      -   0.99995610  x   0.99962763  =   0.99958374
 FA5178
 FA5178                          SUPERSEDED SURVEY CONTROL
 FA5178
 FA5178  NAD 83(1986)-  35 46 42.86281(N)    081 31 26.19119(W) AD(       ) 2
 FA5178  NGVD 29 (02/04/93)  312.2    (m)         1024.     (f) VERT ANG    3  
 FA5178
 FA5178.Superseded values are not recommended for survey control.
 FA5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA5178.See file dsdata.txt to determine how the superseded data were derived.
 FA5178
 FA5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5264759516(NAD 83)
 FA5178_MARKER: DZ = AZIMUTH MARK DISK
 FA5178_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FA5178+WITH SETTING: PAVEMENT
 FA5178_SP_SET: DRILLED IN BRIDGE CURBING
 FA5178_STAMPING: CANAL 1988
 FA5178_MARK LOGO: NCGS  
 FA5178_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA5178+STABILITY: SURFACE MOTION
 FA5178
 FA5178  HISTORY     - Date     Condition        Report By
 FA5178  HISTORY     - 1988     MONUMENTED       NCGS
 FA5178
 FA5178                          STATION DESCRIPTION
 FA5178
 FA5178'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA5178'STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH OF RUTHERFORD COLLEGE,
 FA5178'AND 9.5 MI (15.3 KM) EAST-NORTHEAST OF MORGANTON.
 FA5178'ALONG SR 1001 (MALCOLM BOULEVARD) FOR 2.8 MI (4.5 KM) NORTH FROM THE
 FA5178'US 64-70 INTERSECTION IN RUTHERFORD COLLEGE, IN SOUTHWEST CORNER OF
 FA5178'CASTLE BRIDGE.
 FA5178'MARK IS DRILLED IN BRIDGE AND IS 1 FOOT HIGHER THAN THE ROAD. LOCATED
 FA5178'16.0 FT (4.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1001, 2.4 FT
 FA5178'(0.7 M) EAST-NORTHEAST OF GUARDRAIL, AND 5.0 FT (1.5 M)
 FA5178'SOUTH-SOUTHWEST OF THE END OF CONCRETE BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8518 ***********************************************************************
 AE8518  DESIGNATION -  CANAL BRIDGE
 AE8518  PID         -  AE8518
 AE8518  STATE/COUNTY-  NC/BURKE
 AE8518  USGS QUAD   -  MARION EAST (1994)
 AE8518
 AE8518                         *CURRENT SURVEY CONTROL
 AE8518  ___________________________________________________________________
 AE8518* NAD 83(2007)-  35 44 37.47141(N)    081 53 05.46847(W)     ADJUSTED  
 AE8518* NAVD 88     -       374.1    (meters)    1227.     (feet)  GPS OBS   
 AE8518  ___________________________________________________________________
 AE8518  EPOCH DATE  -        2002.00
 AE8518  X           -     731,638.865 (meters)                     COMP
 AE8518  Y           -  -5,131,037.745 (meters)                     COMP
 AE8518  Z           -   3,705,351.029 (meters)                     COMP
 AE8518  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 AE8518  ELLIP HEIGHT-         342.113 (meters)          (02/10/07) ADJUSTED
 AE8518  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 AE8518
 AE8518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8518  Type    PID    Designation                      North   East  Ellip
 AE8518  -------------------------------------------------------------------
 AE8518  NETWORK AE8518 CANAL BRIDGE                      0.49   0.39   0.84
 AE8518  -------------------------------------------------------------------
 AE8518
 AE8518.The horizontal coordinates were established by GPS observations
 AE8518.and adjusted by the National Geodetic Survey in February 2007.
 AE8518
 AE8518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8518.The horizontal coordinates are valid at the epoch date displayed above.
 AE8518.The epoch date for horizontal control is a decimal equivalence
 AE8518.of Year/Month/Day.
 AE8518
 AE8518.The orthometric height was determined by GPS observations and a
 AE8518.high-resolution geoid model.
 AE8518
 AE8518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8518
 AE8518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8518
 AE8518.The ellipsoidal height was determined by GPS observations
 AE8518.and is referenced to NAD 83.
 AE8518
 AE8518.The geoid height was determined by GEOID03.
 AE8518
 AE8518;                    North         East     Units Scale Factor Converg.
 AE8518;SPC NC       -   224,960.176   348,713.769   MT  0.99990937   -1 39 54.2
 AE8518;SPC NC       -   738,056.84  1,144,071.76   sFT  0.99990937   -1 39 54.2
 AE8518;UTM  17      - 3,955,887.224   419,992.135   MT  0.99967888   -0 31 00.9
 AE8518
 AE8518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8518!SPC NC       -   0.99994631  x   0.99990937  =   0.99985568
 AE8518!UTM  17      -   0.99994631  x   0.99967888  =   0.99962520
 AE8518
 AE8518:                Primary Azimuth Mark                     Grid Az
 AE8518:SPC NC       -  HARBOUR                                  196 43 09.1
 AE8518:UTM  17      -  HARBOUR                                  195 34 15.8
 AE8518
 AE8518|---------------------------------------------------------------------|
 AE8518| PID    Reference Object                     Distance      Geod. Az  |
 AE8518|                                                           dddmmss.s |
 AE8518| AE8517 HARBOUR                             APPROX. 0.6 KM 1950314.9 |
 AE8518|---------------------------------------------------------------------|
 AE8518
 AE8518                          SUPERSEDED SURVEY CONTROL
 AE8518
 AE8518  NAD 83(2001)-  35 44 37.47152(N)    081 53 05.46841(W) AD(       ) 1
 AE8518  ELLIP H (03/13/03)  342.132  (m)                       GP(       ) 4 2
 AE8518  NAD 83(1995)-  35 44 37.47170(N)    081 53 05.46798(W) AD(       ) 1
 AE8518  NAD 83(1986)-  35 44 37.48022(N)    081 53 05.46994(W) AD(       ) 1
 AE8518  NGVD 29 (10/31/97)  374.1    (m)         1227.     (f) GPS OBS     3  
 AE8518
 AE8518.Superseded values are not recommended for survey control.
 AE8518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8518.See file dsdata.txt to determine how the superseded data were derived.
 AE8518
 AE8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1999255887(NAD 83)
 AE8518_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8518_STAMPING: CANAL BRIDGE 1993
 AE8518_MARK LOGO: NCGS  
 AE8518_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8518+STABILITY: SURFACE MOTION
 AE8518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8518+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1997
 AE8518
 AE8518  HISTORY     - Date     Condition        Report By
 AE8518  HISTORY     - 1993     MONUMENTED       NCGS
 AE8518  HISTORY     - 19970910 GOOD             NCGS
 AE8518
 AE8518                          STATION DESCRIPTION
 AE8518
 AE8518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 AE8518'STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST OF MORGANTON AND 3.1
 AE8518'MI (5.0 KM) NORTHEAST OF NEBO AT THE CANAL BRIDGE ON NC 126.$MARK IS
 AE8518'NEAR THE NORTHWEST BRIDGE CORNER ABOUT 2-FEET HIGHER THAN HIGHWAY AND
 AE8518'IS FLUSH WITH GROUND. LOCATED 31.0 FT (9.4 M) SOUTHWEST OF THE
 AE8518'CENTERLINE OF THE HIGHWAY, 17.9 FT (5.5 M) NORTHWEST OF THE END OF THE
 AE8518'NORTHWEST WINGWALL, 62.3 FT (19.0 M) SOUTHWEST OF A POWER POLE, AND
 AE8518'75.6 FT (23.0 M) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AE8518
 AE8518                          STATION RECOVERY (1997)
 AE8518
 AE8518'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 AE8518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0906 ***********************************************************************
 EX0906  DESIGNATION -  CANAL GPS
 EX0906  PID         -  EX0906
 EX0906  STATE/COUNTY-  NC/DARE
 EX0906  USGS QUAD   -  ENGELHARD NW (1987)
 EX0906
 EX0906                         *CURRENT SURVEY CONTROL
 EX0906  ___________________________________________________________________
 EX0906* NAD 83(1986)-  35 38 45.21017(N)    075 53 17.82121(W)     ADJUSTED  
 EX0906* NAVD 88     -         0.6    (meters)       2.     (feet)  VERTCON   
 EX0906  ___________________________________________________________________
 EX0906  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 EX0906  GEOID HEIGHT-         -38.87  (meters)                     GEOID03
 EX0906  HORZ ORDER  -  SECOND
 EX0906
 EX0906.The horizontal coordinates were established by GPS observations
 EX0906.and adjusted by the National Geodetic Survey in August 1992.
 EX0906
 EX0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 EX0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EX0906
 EX0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0906
 EX0906.The geoid height was determined by GEOID03.
 EX0906
 EX0906;                    North         East     Units Scale Factor Converg.
 EX0906;SPC NC       -   214,729.390   891,338.541   MT  0.99989618   +1 47 45.6
 EX0906;SPC NC       -   704,491.34  2,924,333.20   sFT  0.99989618   +1 47 45.6
 EX0906;UTM  18      - 3,945,037.127   419,583.688   MT  0.99967969   -0 31 03.7
 EX0906
 EX0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0906!SPC NC       -   1.00000601  x   0.99989618  =   0.99990219
 EX0906!UTM  18      -   1.00000601  x   0.99967969  =   0.99968570
 EX0906
 EX0906                          SUPERSEDED SURVEY CONTROL
 EX0906
 EX0906  NGVD 29 (08/11/92)    0.9    (m)            3.     (f) GPS OBS     3  
 EX0906
 EX0906.Superseded values are not recommended for survey control.
 EX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0906.See file dsdata.txt to determine how the superseded data were derived.
 EX0906
 EX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE1958445037(NAD 83)
 EX0906_MARKER: DD = SURVEY DISK
 EX0906_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EX0906+WITH SETTING: INFORMATION.
 EX0906_SP_SET: SURROUNDED BY MASS OF CONCRETE
 EX0906_STAMPING: CANAL GPS 1991
 EX0906_MARK LOGO: NOS   
 EX0906_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EX0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0906+SATELLITE: SATELLITE OBSERVATIONS - 1991
 EX0906
 EX0906  HISTORY     - Date     Condition        Report By
 EX0906  HISTORY     - 1991     MONUMENTED       NOS
 EX0906
 EX0906                          STATION DESCRIPTION
 EX0906
 EX0906'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 EX0906'THE STATION IS LOCATED ABOUT 13 MI (20.92 KM) NORTHEAST OF ENGELHARD,
 EX0906'28 MI (45.06 KM) SOUTHWEST OF MANNS HARBOR AND ON THE WEST SIDE OF THE
 EX0906'PAMLICO SOUND.
 EX0906'TO REACH THE STATION FROM THE POST OFFICE IN ENGLEHARD
 EX0906'PROCEED NORTH ON HWY 264 FOR 11.6 MI (18.67 KM) TO STATION ON LEFT AS
 EX0906'DESCRIBED.
 EX0906'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED -CANAL
 EX0906'GPS 1991- SET ON TOP OF A 42 INCH ALUMINUM ROD WHICH IS SET IN A ROUND
 EX0906'MASS OF CONCRETE FLUSH WITH THE GROUND. THE STATION IS 65 FT (19.81 M)
 EX0906'NORTH OF A TELEPHONE POLE, 14 FT (4.27 M) NORTH NORTH WEST OF THE
 EX0906'CENTER LINE OF HWY 264, 10 FT (3.05 M) SOUTH OF A CANAL, 0.15 MI (0.24
 EX0906'KM) EAST OF BRIDGE OVER LONG SHOAL RIVER AND 3 FT (0.91 M) WEST OF A
 EX0906'ORANGE FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2440 ***********************************************************************
 DD2440  DESIGNATION -  CANAL NCGS 1970
 DD2440  PID         -  DD2440
 DD2440  STATE/COUNTY-  NC/BRUNSWICK
 DD2440  USGS QUAD   -  SOUTHPORT (1990)
 DD2440
 DD2440                         *CURRENT SURVEY CONTROL
 DD2440  ___________________________________________________________________
 DD2440* NAD 83(2001)-  33 55 28.98342(N)    078 04 17.61334(W)     ADJUSTED  
 DD2440* NAVD 88     -         3.9    (meters)      13.     (feet)  VERTCON   
 DD2440  ___________________________________________________________________
 DD2440  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 DD2440  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 DD2440  HORZ ORDER  -  SECOND
 DD2440
 DD2440.The horizontal coordinates were established by classical geodetic methods
 DD2440.and adjusted by the National Geodetic Survey in August 2005.
 DD2440
 DD2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2440
 DD2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2440
 DD2440.The geoid height was determined by GEOID03.
 DD2440
 DD2440;                    North         East     Units Scale Factor Converg.
 DD2440;SPC NC       -    19,784.478   695,461.222   MT  1.00013817   +0 32 09.1
 DD2440;SPC NC       -    64,909.57  2,281,692.36   sFT  1.00013817   +0 32 09.1
 DD2440;UTM  17      - 3,757,672.028   770,718.277   MT  1.00050356   +1 38 07.3
 DD2440;UTM  18      - 3,758,059.148   216,046.499   MT  1.00059409   -1 42 55.4
 DD2440
 DD2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2440!SPC NC       -   1.00000520  x   1.00013817  =   1.00014337
 DD2440!UTM  17      -   1.00000520  x   1.00050356  =   1.00050876
 DD2440!UTM  18      -   1.00000520  x   1.00059409  =   1.00059929
 DD2440
 DD2440:                Primary Azimuth Mark                     Grid Az
 DD2440:SPC NC       -  GOLF                                     186 11 39.6
 DD2440:UTM  17      -  GOLF                                     185 05 41.4
 DD2440:UTM  18      -  GOLF                                     188 26 44.1
 DD2440
 DD2440|---------------------------------------------------------------------|
 DD2440| PID    Reference Object                     Distance      Geod. Az  |
 DD2440|                                                           dddmmss.s |
 DD2440| DD0105 GOLF                                APPROX. 1.8 KM 1864348.7 |
 DD2440|---------------------------------------------------------------------|
 DD2440
 DD2440                          SUPERSEDED SURVEY CONTROL
 DD2440
 DD2440  NAD 83(1986)-  33 55 28.99347(N)    078 04 17.62325(W) AD(       ) 2
 DD2440  NAD 27      -  33 55 28.36749(N)    078 04 18.65195(W) AD(       ) 2
 DD2440  NGVD 29 (07/19/86)    4.2    (m)           14.     (f) VERT ANG    3  
 DD2440
 DD2440.Superseded values are not recommended for survey control.
 DD2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2440.See file dsdata.txt to determine how the superseded data were derived.
 DD2440
 DD2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7071857672(NAD 83)
 DD2440_MARKER: DE = TRAVERSE STATION DISK
 DD2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2440+STABILITY: SURFACE MOTION
 DD2440
 DD2440  HISTORY     - Date     Condition        Report By
 DD2440  HISTORY     - 1970     MONUMENTED       NCGS
 DD2440  HISTORY     - 1976     GOOD             ALSTER
 DD2440  HISTORY     - 1979     GOOD             USE
 DD2440  HISTORY     - 20010629 MARK NOT FOUND   USPSQD
 DD2440  HISTORY     - 20040208 MARK NOT FOUND   USPSQD
 DD2440  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 DD2440
 DD2440                          STATION DESCRIPTION
 DD2440
 DD2440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 DD2440'CANAL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 DD2440'THE VICINITY OF SOUTHPORT, NORTH CAROLINA.
 DD2440'
 DD2440'CANAL IS LOCATED APPROXIMATELY 2.9 MILES WEST OF SOUTHPORT AND
 DD2440'0.2 MILE NORTH OF BRIDGE OVER INTRACOASTAL WATERWAY.  TO REACH
 DD2440'STATION PROCEED FROM THE INTERSECTION OF NC 211 AND NC 133, GO
 DD2440'SOUTHWEST ON NC 133 FOR 1.7 MILES TO INTERSECTION OF NC 133 AND
 DD2440'SR 1102, CONTINUE SOUTHWEST ON NC 133 FOR 0.4 MILE TO ROAD TO
 DD2440'BRUNSWICK COUNTY AIRPORT, CONTINUE STRAIGHT AHEAD ON NC 133 FOR
 DD2440'0.25 MILE TO STATION ON RIGHT, AND 0.2 MILE NORTH OF BRIDGE
 DD2440'OVER INTRACOASTAL WATERWAY.
 DD2440'
 DD2440'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 DD2440'CANAL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 DD2440'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 DD2440'
 DD2440'MARK IS
 DD2440'
 DD2440'13.9 FT WNW OF C/L OF NC 133
 DD2440'
 DD2440'43.2 FT S OF ALUMINUM REF. TAG ON POST OF DRAW BRIDGE SIGN
 DD2440'
 DD2440'144.8 FT S OF ALUMINUM REF. TAG ON PP
 DD2440'
 DD2440'144.8 FT SW OF ALUMINUM REF. TAG ON PP 71
 DD2440'
 DD2440'52.0 FT E OF ALUMINUM REF. TAG ON 10 INCH PINE TREE
 DD2440'
 DD2440'61.0 FT ENE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE
 DD2440
 DD2440                          STATION RECOVERY (1976)
 DD2440
 DD2440'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 DD2440'CANAL 1970 OK
 DD2440
 DD2440                          STATION RECOVERY (1979)
 DD2440
 DD2440'RECOVERY NOTE BY US ENGINEERS 1979 (GRN)
 DD2440'CANAL 1970 FOUND GOOD, DESCRIPTION ADEQUATE.
 DD2440
 DD2440                          STATION RECOVERY (2001)
 DD2440
 DD2440'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD2440'SEARCHED NW SIDE OF NC 133 WITH MICRONTA 4001 METAL DETECTOR.  NO RMS
 DD2440'HERE.
 DD2440
 DD2440                          STATION RECOVERY (2004)
 DD2440
 DD2440'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2440'MARK NOT FOUND.
 DD2440
 DD2440                          STATION RECOVERY (2005)
 DD2440
 DD2440'RECOVERY NOTE BY US POWER SQUADRON 2005
 DD2440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1527 ***********************************************************************
 FW1527  DESIGNATION -  CANAL POINT EAST
 FW1527  PID         -  FW1527
 FW1527  STATE/COUNTY-  NC/CURRITUCK
 FW1527  USGS QUAD   -  COINJOCK (1982)
 FW1527
 FW1527                         *CURRENT SURVEY CONTROL
 FW1527  ___________________________________________________________________
 FW1527* NAD 83(2001)-  36 19 09.18951(N)    075 57 59.83211(W)     ADJUSTED  
 FW1527* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1527  ___________________________________________________________________
 FW1527  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 FW1527  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 FW1527  HORZ ORDER  -  THIRD
 FW1527
 FW1527.The horizontal coordinates were established by classical geodetic methods
 FW1527.and adjusted by the National Geodetic Survey in August 2005.
 FW1527
 FW1527.The orthometric height was scaled from a topographic map.
 FW1527
 FW1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1527
 FW1527.The geoid height was determined by GEOID03.
 FW1527
 FW1527;                    North         East     Units Scale Factor Converg.
 FW1527;SPC NC       -   289,183.510   881,965.640   MT  1.00004615   +1 45 02.8
 FW1527;SPC NC       -   948,762.90  2,893,582.27   sFT  1.00004615   +1 45 02.8
 FW1527;UTM  18      - 4,019,789.013   413,232.048   MT  0.99969276   -0 34 21.2
 FW1527
 FW1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1527!SPC NC       -   1.00000592  x   1.00004615  =   1.00005207
 FW1527!UTM  18      -   1.00000592  x   0.99969276  =   0.99969868
 FW1527
 FW1527:                Primary Azimuth Mark                     Grid Az
 FW1527:SPC NC       -  MONUMENT V                               008 54 29.5
 FW1527:UTM  18      -  MONUMENT V                               011 13 53.5
 FW1527
 FW1527|---------------------------------------------------------------------|
 FW1527| PID    Reference Object                     Distance      Geod. Az  |
 FW1527|                                                           dddmmss.s |
 FW1527| FW1549 MONUMENT V                          436.540 METERS 0103932.3 |
 FW1527| FW1510 BEACON                              421.434 METERS 2130945.9 |
 FW1527| FW1529 CANAL POINT WEST                    247.841 METERS 31312     |
 FW1527|---------------------------------------------------------------------|
 FW1527
 FW1527                          SUPERSEDED SURVEY CONTROL
 FW1527
 FW1527  NAD 83(1993)-  36 19 09.19850(N)    075 57 59.84233(W) AD(       ) 3
 FW1527  NAD 83(1986)-  36 19 09.20159(N)    075 57 59.86032(W) AD(       ) 3
 FW1527  NAD 27      -  36 19 08.64300(N)    075 58 01.14200(W) AD(       ) 3
 FW1527
 FW1527.Superseded values are not recommended for survey control.
 FW1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1527.See file dsdata.txt to determine how the superseded data were derived.
 FW1527
 FW1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1323219789(NAD 83)
 FW1527_MARK LOGO: USE   
 FW1527
 FW1527  HISTORY     - Date     Condition        Report By
 FW1527  HISTORY     - 1914     MONUMENTED       USE
 FW1527  HISTORY     - 1934     SEE DESCRIPTION  CGS
 FW1527
 FW1527                          STATION DESCRIPTION
 FW1527
 FW1527'DESCRIBED BY US ENGINEERS 1914 (CLG)
 FW1527'ON NORTH RIVER ABOUT 15-1/4 MILES ABOVE ITS ENTRANCE TO ALBEMARLE
 FW1527'SOUND, ON THE E BANK JUST BELOW THE ALBEMARLE AND CHESAPEAKE
 FW1527'CANAL, ON A CYPRESS STUMP.  THE STATION WAS ESTABLISHED BY THE
 FW1527'U.S. ENGINEERS.
 FW1527
 FW1527                          STATION RECOVERY (1934)
 FW1527
 FW1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1527'STATION IS AN OLD STUMP AND THE REMAINS OF SCAFFOLD WAS FOUND,
 FW1527'BUT NO DEFINITE POINT WAS RECOVERED.  A MORE RECENT STATION
 FW1527'U.S.E.  N.R. 2 WAS FOUND NEARBY AND WAS USED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1529 ***********************************************************************
 FW1529  DESIGNATION -  CANAL POINT WEST
 FW1529  PID         -  FW1529
 FW1529  STATE/COUNTY-  NC/CURRITUCK
 FW1529  USGS QUAD   -  COINJOCK (1982)
 FW1529
 FW1529                         *CURRENT SURVEY CONTROL
 FW1529  ___________________________________________________________________
 FW1529* NAD 83(2001)-  36 19 14.69433(N)    075 58 07.07450(W)     ADJUSTED  
 FW1529* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 FW1529  ___________________________________________________________________
 FW1529  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 FW1529  GEOID HEIGHT-         -38.44  (meters)                     GEOID03
 FW1529  HORZ ORDER  -  THIRD
 FW1529
 FW1529.The horizontal coordinates were established by classical geodetic methods
 FW1529.and adjusted by the National Geodetic Survey in August 2005.
 FW1529
 FW1529.The orthometric height was scaled from a topographic map.
 FW1529
 FW1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1529
 FW1529.The geoid height was determined by GEOID03.
 FW1529
 FW1529;                    North         East     Units Scale Factor Converg.
 FW1529;SPC NC       -   289,347.599   881,779.880   MT  1.00004665   +1 44 58.6
 FW1529;SPC NC       -   949,301.25  2,892,972.82   sFT  1.00004665   +1 44 58.6
 FW1529;UTM  18      - 4,019,960.437   413,053.156   MT  0.99969314   -0 34 25.5
 FW1529
 FW1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1529!SPC NC       -   1.00000592  x   1.00004665  =   1.00005257
 FW1529!UTM  18      -   1.00000592  x   0.99969314  =   0.99969906
 FW1529
 FW1529|---------------------------------------------------------------------|
 FW1529| PID    Reference Object                     Distance      Geod. Az  |
 FW1529|                                                           dddmmss.s |
 FW1529| FW1549 MONUMENT V                          368.214 METERS 04514     |
 FW1529| FW1527 CANAL POINT EAST                    247.841 METERS 13312     |
 FW1529| FW1510 BEACON                              APPROX. 0.5 KM 1852708.4 |
 FW1529|---------------------------------------------------------------------|
 FW1529
 FW1529                          SUPERSEDED SURVEY CONTROL
 FW1529
 FW1529  NAD 83(1993)-  36 19 14.70325(N)    075 58 07.08458(W) AD(       ) 3
 FW1529  NAD 83(1986)-  36 19 14.70625(N)    075 58 07.10274(W) AD(       ) 3
 FW1529  NAD 27      -  36 19 14.14800(N)    075 58 08.38500(W) AD(       ) 3
 FW1529
 FW1529.Superseded values are not recommended for survey control.
 FW1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1529.See file dsdata.txt to determine how the superseded data were derived.
 FW1529
 FW1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF1305319960(NAD 83)
 FW1529_MARKER: N = NAIL
 FW1529_SETTING: 0 = UNSPECIFIED SETTING
 FW1529_MARK LOGO: USE   
 FW1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FW1529
 FW1529  HISTORY     - Date     Condition        Report By
 FW1529  HISTORY     - 1914     MONUMENTED       USE
 FW1529  HISTORY     - 1934     GOOD             CGS
 FW1529
 FW1529                          STATION DESCRIPTION
 FW1529
 FW1529'DESCRIBED BY US ENGINEERS 1914 (CLG)
 FW1529'ON NORTH RIVER ABOUT 15-1/4 MILES ABOVE ITS ENTRANCE TO ALBEMARLE
 FW1529'SOUND, ON THE LONG POINT BETWEEN THE ALBEMARLE AND CHESAPEAKE
 FW1529'CANAL AND INDIAN TOWN CREEK, ON A CYPRESS STUMP ON THE W SIDE OF
 FW1529'THE CANAL.  THE STATION WAS ESTABLISHED BY THE U.S. ENGINEERS.
 FW1529
 FW1529                          STATION RECOVERY (1934)
 FW1529
 FW1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (RPE)
 FW1529'A NAIL DRIVEN IN A FLAT-TOPPED STUMP WAS FOUND.  THIS POINT IS
 FW1529'13.91 METERS E OF CANAL POINT WEST 2 (U.S.E. N.R. 3).  THE ANGLE
 FW1529'AT CANAL POINT WEST 2 U.S.E. N.R. 3 FROM INDIANTOWN 2
 FW1529'U.S.E.D. N.R. 5 TO NAIL IN STUMP S 79 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1832 ***********************************************************************
 FZ1832  DESIGNATION -  CANARY
 FZ1832  PID         -  FZ1832
 FZ1832  STATE/COUNTY-  NC/YADKIN
 FZ1832  USGS QUAD   -  YADKINVILLE (1966)
 FZ1832
 FZ1832                         *CURRENT SURVEY CONTROL
 FZ1832  ___________________________________________________________________
 FZ1832* NAD 83(2001)-  36 14 01.42476(N)    080 42 55.42041(W)     ADJUSTED  
 FZ1832* NAVD 88     -       318.8    (meters)    1046.     (feet)  VERTCON   
 FZ1832  ___________________________________________________________________
 FZ1832  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FZ1832  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FZ1832  HORZ ORDER  -  SECOND
 FZ1832
 FZ1832.The horizontal coordinates were established by classical geodetic methods
 FZ1832.and adjusted by the National Geodetic Survey in August 2005.
 FZ1832
 FZ1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1832
 FZ1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1832
 FZ1832.The geoid height was determined by GEOID03.
 FZ1832
 FZ1832;                    North         East     Units Scale Factor Converg.
 FZ1832;SPC NC       -   276,867.595   455,397.281   MT  1.00001941   -0 59 24.3
 FZ1832;SPC NC       -   908,356.43  1,494,082.58   sFT  1.00001941   -0 59 24.3
 FZ1832;UTM  17      - 4,009,910.479   525,574.940   MT  0.99960806   +0 10 05.6
 FZ1832
 FZ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1832!SPC NC       -   0.99995522  x   1.00001941  =   0.99997463
 FZ1832!UTM  17      -   0.99995522  x   0.99960806  =   0.99956330
 FZ1832
 FZ1832|---------------------------------------------------------------------|
 FZ1832| PID    Reference Object                     Distance      Geod. Az  |
 FZ1832|                                                           dddmmss.s |
 FZ1832| FZ1848 CARDINAL                            289.328 METERS 11137     |
 FZ1832| FZ1828 CHRIS                               404.819 METERS 2615258.8 |
 FZ1832|---------------------------------------------------------------------|
 FZ1832
 FZ1832                          SUPERSEDED SURVEY CONTROL
 FZ1832
 FZ1832  NAD 83(1993)-  36 14 01.43032(N)    080 42 55.42854(W) AD(       ) 2
 FZ1832  NAD 83(1986)-  36 14 01.43375(N)    080 42 55.42609(W) AD(       ) 2
 FZ1832  NAD 27      -  36 14 00.94698(N)    080 42 56.18951(W) AD(       ) 2
 FZ1832  NGVD 29 (07/19/86)  319.0    (m)         1047.     (f) VERT ANG    3  
 FZ1832
 FZ1832.Superseded values are not recommended for survey control.
 FZ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1832.See file dsdata.txt to determine how the superseded data were derived.
 FZ1832
 FZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2557509910(NAD 83)
 FZ1832_MARKER: DE = TRAVERSE STATION DISK
 FZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1832_STAMPING: CANARY 1970
 FZ1832_MARK LOGO: NCGS  
 FZ1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1832+STABILITY: SURFACE MOTION
 FZ1832
 FZ1832  HISTORY     - Date     Condition        Report By
 FZ1832  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1832
 FZ1832                          STATION DESCRIPTION
 FZ1832
 FZ1832'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1832'CANARY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FZ1832'VICINITY OF BOONVILLE, NORTH CAROLINA.
 FZ1832'
 FZ1832'CANARY IS LOCATED APPROXIMATELY 0.4 MILE WEST OF BOONVILLE.  TO REACH
 FZ1832'STATION PROCEED FROM THE INTERSECTION OF NC 67 AND US 601 IN THE
 FZ1832'TOWN OF BOONVILLE, GO WEST ON CN 67 FOR 0.4 MILE TO STATION ON
 FZ1832'RIGHT, ON WEST SIDE OF CONCRETE WALKWAY TO A 1-1/2 STORY WHITE
 FZ1832'FRAME HOUSE, APPROXIMATELY 130 FEET WEST OF CANARY AVE., AND 0.4
 FZ1832'MILE EAST OF SR 1366 (WOODRUFF RD.).
 FZ1832'
 FZ1832'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CANARY
 FZ1832'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FZ1832'FLUSH WITH THE SURFACE OF THE GROUND.
 FZ1832'
 FZ1832'MARK IS
 FZ1832'26.7 FEET N OF C/L OF NC 67 (W. MAIN ST.).
 FZ1832'58.6 FEET SE OF ALUMINUM REF. TAG ON PP NO. 1051 ON LAWN.
 FZ1832'129.5 FEET W OF ALUMINUM REF. TAG ON PP W/TRANSFORMER.
 FZ1832'28.3 FEET S OF 4 FOOT FROM BASE OF A 30 INCH MAPLE TREE.
 FZ1832'35.7 FEET SW OF 4 FOOT FROM BASE OF A 24 INCH MAPLE TREE.
 FZ1832'94.3 FEET E OF MANHOLE COVER (SEWER).
 FZ1832'51.2 FEET NE OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3807 ***********************************************************************
 EB3807  DESIGNATION -  CANCER
 EB3807  PID         -  EB3807
 EB3807  STATE/COUNTY-  NC/ROBESON
 EB3807  USGS QUAD   -  SOUTHWEST LUMBERTON (1982)
 EB3807
 EB3807                         *CURRENT SURVEY CONTROL
 EB3807  ___________________________________________________________________
 EB3807* NAD 83(2001)-  34 37 22.29143(N)    079 03 07.00830(W)     ADJUSTED  
 EB3807* NAVD 88     -        44.290  (meters)     145.31   (feet)  ADJUSTED  
 EB3807  ___________________________________________________________________
 EB3807  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 EB3807  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 EB3807  DYNAMIC HT  -          44.247 (meters)     145.17  (feet)  COMP
 EB3807  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EB3807
 EB3807  HORZ ORDER  -  SECOND
 EB3807  VERT ORDER  -  SECOND    CLASS II
 EB3807
 EB3807.The horizontal coordinates were established by classical geodetic methods
 EB3807.and adjusted by the National Geodetic Survey in August 2005.
 EB3807
 EB3807.The orthometric height was determined by differential leveling
 EB3807.and adjusted in October 1999.
 EB3807
 EB3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3807
 EB3807.The geoid height was determined by GEOID03.
 EB3807
 EB3807.The dynamic height is computed by dividing the NAVD 88
 EB3807.geopotential number by the normal gravity value computed on the
 EB3807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB3807.degrees latitude (g = 980.6199 gals.).
 EB3807
 EB3807.The modeled gravity was interpolated from observed gravity values.
 EB3807
 EB3807;                    North         East     Units Scale Factor Converg.
 EB3807;SPC NC       -    96,828.942   604,837.763   MT  0.99993240   -0 01 47.9
 EB3807;SPC NC       -   317,679.62  1,984,371.89   sFT  0.99993240   -0 01 47.9
 EB3807;UTM  17      - 3,832,946.183   678,587.137   MT  0.99999312   +1 06 25.6
 EB3807
 EB3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3807!SPC NC       -   0.99999835  x   0.99993240  =   0.99993075
 EB3807!UTM  17      -   0.99999835  x   0.99999312  =   0.99999147
 EB3807
 EB3807                          SUPERSEDED SURVEY CONTROL
 EB3807
 EB3807  NAD 83(1986)-  34 37 22.30151(N)    079 03 07.01496(W) AD(       ) 2
 EB3807  NGVD 29 (04/22/91)   44.8    (m)          147.     (f) VERT ANG    3  
 EB3807
 EB3807.Superseded values are not recommended for survey control.
 EB3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3807.See file dsdata.txt to determine how the superseded data were derived.
 EB3807
 EB3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7858732946(NAD 83)
 EB3807_MARKER: DE = TRAVERSE STATION DISK
 EB3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3807_STAMPING: CANCER 1977
 EB3807_MARK LOGO: NCGS  
 EB3807_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EB3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3807+STABILITY: SURFACE MOTION
 EB3807
 EB3807  HISTORY     - Date     Condition        Report By
 EB3807  HISTORY     - 1977     MONUMENTED       NCGS
 EB3807  HISTORY     - 19890606 GOOD             NCGS
 EB3807  HISTORY     - 20050719 MARK NOT FOUND   NCGS
 EB3807
 EB3807                          STATION DESCRIPTION
 EB3807
 EB3807'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3807'THE STATION IS LOCATED ALONG I 95 APPROXIMATELY 2.5 MILES WEST OF
 EB3807'LUMBERTON AT THE NC 72 OVERPASS OF I 95 AT THE SOUTHEAST END OF BRIDGE
 EB3807'
 EB3807'STATION MARK IS A STANDARD DISK STAMPED---CANCER 1977---SET IN THE
 EB3807'TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW GROUND SURFACE.
 EB3807'MARK IS 21.8 FEET NORTHEAST OF CENTERLINE OF NC 72, 10.1 FEET SOUTH-
 EB3807'EAST OF SOUTHEAST END OF NORTHEAST BRIDGE RAIL, 4.0 FEET NORTH OF
 EB3807'SECOND METAL GUARD RAIL POST, 54.2 FEET NORTHEAST OF A POWER POLE WITH
 EB3807'REFERENCE TAG, 63.2 FEET NORTHWEST OF SIGN POST WITH REFERENCE TAG
 EB3807'AND 8.6 FEET SOUTH OF NORTH END OF WINGWALL.
 EB3807
 EB3807                          STATION RECOVERY (1989)
 EB3807
 EB3807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1989 (LWA)
 EB3807'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF LUMBERTON. AT THE NC
 EB3807'72 OVERPASS OF I-95, AT THE SOUTHEAST END OF THE BRIDGE. MARK IS
 EB3807'RECESSED 6 INCHES BELOW GROUND.  LOCATED 21.8 FT (6.6 M) NORTHEAST OF
 EB3807'THE CENTERLINE OF NC 72, 10.1 FT (3.1 M) SOUTHEAST OF THE SOUTHEAST
 EB3807'END OF NORTHEAST BRIDGE RAIL, 4.0 FT (1.2 M) NORTH OF THE SECOND METAL
 EB3807'GUARD RAIL POST, 8.6 FT (2.6 M) SOUTH OF THE NORTH END OF THE
 EB3807'WINGWALL, AND 54.2 FT (16.5 M) NORTHEAST OF A POWER POLE WITH A
 EB3807'REFERENCE TAG.
 EB3807
 EB3807                          STATION RECOVERY (2005)
 EB3807
 EB3807'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK)
 EB3807'STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5594 ***********************************************************************
 AH5594  HT_MOD      -  This is a Height Modernization Survey Station.
 AH5594  DESIGNATION -  CANDLER
 AH5594  PID         -  AH5594
 AH5594  STATE/COUNTY-  NC/BUNCOMBE
 AH5594  USGS QUAD   -  ENKA (1990)
 AH5594
 AH5594                         *CURRENT SURVEY CONTROL
 AH5594  ___________________________________________________________________
 AH5594* NAD 83(2007)-  35 32 38.31825(N)    082 41 21.33332(W)     ADJUSTED  
 AH5594* NAVD 88     -       666.34   (meters)    2186.2    (feet)  GPS OBS   
 AH5594  ___________________________________________________________________
 AH5594  EPOCH DATE  -        2002.00
 AH5594  X           -     661,205.866 (meters)                     COMP
 AH5594  Y           -  -5,153,853.336 (meters)                     COMP
 AH5594  Z           -   3,687,509.404 (meters)                     COMP
 AH5594  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AH5594  ELLIP HEIGHT-         636.835 (meters)          (02/10/07) ADJUSTED
 AH5594  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 AH5594
 AH5594  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH5594  Type    PID    Designation                      North   East  Ellip
 AH5594  -------------------------------------------------------------------
 AH5594  NETWORK AH5594 CANDLER                           0.55   0.55   0.98
 AH5594  -------------------------------------------------------------------
 AH5594
 AH5594.The horizontal coordinates were established by GPS observations
 AH5594.and adjusted by the National Geodetic Survey in February 2007.
 AH5594
 AH5594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH5594.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH5594.The horizontal coordinates are valid at the epoch date displayed above.
 AH5594.The epoch date for horizontal control is a decimal equivalence
 AH5594.of Year/Month/Day.
 AH5594
 AH5594.The orthometric height was determined by GPS observations and a
 AH5594.high-resolution geoid model.
 AH5594.The orthometric height was determined by GPS observations and a
 AH5594.high-resolution geoid model using precise GPS observation and
 AH5594.processing techniques.
 AH5594
 AH5594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5594
 AH5594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5594
 AH5594.The ellipsoidal height was determined by GPS observations
 AH5594.and is referenced to NAD 83.
 AH5594
 AH5594.The geoid height was determined by GEOID03.
 AH5594
 AH5594;                    North         East     Units Scale Factor Converg.
 AH5594;SPC NC       -   205,222.045   275,174.796   MT  0.99988555   -2 07 45.6
 AH5594;SPC NC       -   673,299.33    902,802.64   sFT  0.99988555   -2 07 45.6
 AH5594;UTM  17      - 3,934,683.272   346,872.138   MT  0.99988896   -0 58 55.9
 AH5594
 AH5594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5594!SPC NC       -   0.99990005  x   0.99988555  =   0.99978562
 AH5594!UTM  17      -   0.99990005  x   0.99988896  =   0.99978903
 AH5594
 AH5594                          SUPERSEDED SURVEY CONTROL
 AH5594
 AH5594  NAD 83(2001)-  35 32 38.31830(N)    082 41 21.33335(W) AD(       ) 1
 AH5594  ELLIP H (01/25/05)  636.846  (m)                       GP(       ) 4 1
 AH5594  NAD 83(1986)-  35 32 38.32775(N)    082 41 21.33435(W) AD(       ) 2
 AH5594  NGVD 29 (11/25/98)  666.4    (m)         2186.     (f) VERT ANG    3  
 AH5594
 AH5594.Superseded values are not recommended for survey control.
 AH5594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5594.See file dsdata.txt to determine how the superseded data were derived.
 AH5594
 AH5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV4687234683(NAD 83)
 AH5594_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5594_STAMPING: CANDLER 1987
 AH5594_MARK LOGO: NCGS  
 AH5594_PROJECTION: FLUSH
 AH5594_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5594+STABILITY: SURFACE MOTION
 AH5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5594+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 AH5594
 AH5594  HISTORY     - Date     Condition        Report By
 AH5594  HISTORY     - 1987     MONUMENTED       NCGS
 AH5594  HISTORY     - 20040815 GOOD             GEOMET
 AH5594  HISTORY     - 20060316 GOOD             USPSQD
 AH5594
 AH5594                          STATION DESCRIPTION
 AH5594
 AH5594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (ESL)
 AH5594'STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST-SOUTHWEST OF ASHEVILLE,
 AH5594'IN CANDLER. ALONG US 19-23 FOR 0.5 KM (0.3 MI) WEST FROM THE NC 151
 AH5594'INTERSECTION (IN CANDLER) TO SR 1130 (OLD US 19-23), IN SOUTH
 AH5594'SHOULDER. STATION IS A STANDARD NCGS DISK STAMPED---CANDLER 1987---,
 AH5594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH
 AH5594'WITH GROUND.  LOCATED 9.45 M (31.00 FT) SOUTH FROM THE CENTERLINE OF
 AH5594'THE HIGHWAY, 2.22 M (7.28 FT) SOUTHEAST FROM THE CENTER OF AN IRON
 AH5594'MANHOLE COVER, 17.98 M (58.99 FT) EAST FROM THE CENTERLINE OF SR 1130,
 AH5594'0.61 M (2.00 FT) NORTH FROM A FENCE POST AND 12.31 M (40.39 FT) NORTH
 AH5594'FROM A POWER POLE (AAK 32)--BOTH WITH REFERENCE TAGS. MARK IS LEVEL
 AH5594'WITH HIGHWAY.
 AH5594
 AH5594                          STATION RECOVERY (2004)
 AH5594
 AH5594'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (DAR)
 AH5594'RECOVERED AS DESCRIBED.
 AH5594
 AH5594                          STATION RECOVERY (2006)
 AH5594
 AH5594'RECOVERY NOTE BY US POWER SQUADRON 2006
 AH5594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3664 ***********************************************************************
 EZ3664  DESIGNATION -  CANDOR
 EZ3664  PID         -  EZ3664
 EZ3664  STATE/COUNTY-  NC/MONTGOMERY
 EZ3664  USGS QUAD   -  CANDOR (1994)
 EZ3664
 EZ3664                         *CURRENT SURVEY CONTROL
 EZ3664  ___________________________________________________________________
 EZ3664* NAD 83(2001)-  35 17 42.86489(N)    079 44 43.84010(W)     ADJUSTED  
 EZ3664* NAVD 88     -       224.11   (+/-2cm)     735.3    (feet)  VERTCON   
 EZ3664  ___________________________________________________________________
 EZ3664  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 EZ3664  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EZ3664  HORZ ORDER  -  SECOND
 EZ3664  VERT ORDER  -  THIRD ? (See Below)
 EZ3664
 EZ3664.The horizontal coordinates were established by classical geodetic methods
 EZ3664.and adjusted by the National Geodetic Survey in August 2005.
 EZ3664
 EZ3664.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3664.The vertical order pertains to the NGVD 29 superseded value.
 EZ3664
 EZ3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3664
 EZ3664.The geoid height was determined by GEOID03.
 EZ3664
 EZ3664;                    North         East     Units Scale Factor Converg.
 EZ3664;SPC NC       -   171,668.069   541,799.484   MT  0.99987288   -0 25 49.0
 EZ3664;SPC NC       -   563,214.32  1,777,553.81   sFT  0.99987288   -0 25 49.0
 EZ3664;UTM  17      - 3,906,506.449   614,064.542   MT  0.99976034   +0 43 29.7
 EZ3664
 EZ3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3664!SPC NC       -   0.99996964  x   0.99987288  =   0.99984253
 EZ3664!UTM  17      -   0.99996964  x   0.99976034  =   0.99972999
 EZ3664
 EZ3664:                Primary Azimuth Mark                     Grid Az
 EZ3664:SPC NC       -  PENDER                                   091 09 07.8
 EZ3664:UTM  17      -  PENDER                                   089 59 49.1
 EZ3664
 EZ3664|---------------------------------------------------------------------|
 EZ3664| PID    Reference Object                     Distance      Geod. Az  |
 EZ3664|                                                           dddmmss.s |
 EZ3664| EZ3661 PENDER                              APPROX. 0.5 KM 0904318.8 |
 EZ3664| EZ3662 BAPTIST                             228.467 METERS 35225     |
 EZ3664|---------------------------------------------------------------------|
 EZ3664
 EZ3664                          SUPERSEDED SURVEY CONTROL
 EZ3664
 EZ3664  NAD 83(1986)-  35 17 42.87254(N)    079 44 43.84715(W) AD(       ) 2
 EZ3664  NAD 27      -  35 17 42.36318(N)    079 44 44.71488(W) AD(       ) 2
 EZ3664  NGVD 29 (07/19/86)  224.31   (m)          735.9    (f) LEVELING    3  
 EZ3664
 EZ3664.Superseded values are not recommended for survey control.
 EZ3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3664.See file dsdata.txt to determine how the superseded data were derived.
 EZ3664
 EZ3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1406506506(NAD 83)
 EZ3664_MARKER: DE = TRAVERSE STATION DISK
 EZ3664_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EZ3664_STAMPING: CANDOR 1972
 EZ3664_MARK LOGO: NCGS  
 EZ3664_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ3664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ3664
 EZ3664  HISTORY     - Date     Condition        Report By
 EZ3664  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3664  HISTORY     - 1977     GOOD             NCGS
 EZ3664
 EZ3664                          STATION DESCRIPTION
 EZ3664
 EZ3664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3664'CANDOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ3664'VICINITY OF CANDOR, NORTH CAROLINA.
 EZ3664'
 EZ3664'CANDOR IS LOCATED IN CANDOR, AND 4.9 MILES SOUTHEAST OF BISCOE.
 EZ3664'STATION IS IN THE NORTHEAST QUADRANT OF INTERSECTION OF US220, NC
 EZ3664'211, NC 731 AND SR 1579 IN CANDOR, AT THE SOUTHWEST CORNER OF THE
 EZ3664'SANDHILLS RESTAURANT AND IN THE SIDEWALK.
 EZ3664'
 EZ3664'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CANDOR
 EZ3664'1972, SET IN A DRILL HOLE IN THE SIDEWALK AND IS FLUSH.
 EZ3664'
 EZ3664'MARK IS
 EZ3664'46.4 FEET E OF C/L OF US 220 N.
 EZ3664'26.5 FEET N OF C/L OF NC 211 E.
 EZ3664'4.5 FEET WNW OF PP NO. 4552 W/DUSK-DAWN LIGHT AND WITH ALUMINUM
 EZ3664'REF. TAG.
 EZ3664'8.6 FEET SE OF PP W/DUSK-DAWN LIGHT AND WITH ALUMINUM REF. TAG.
 EZ3664'5.6 FEET SSW OF SW CORNER OF SANDHILLS RESTAURANT.
 EZ3664
 EZ3664                          STATION RECOVERY (1977)
 EZ3664
 EZ3664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ3664'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3675 ***********************************************************************
 EZ3675  DESIGNATION -  CANDOR MUN TANK
 EZ3675  PID         -  EZ3675
 EZ3675  STATE/COUNTY-  NC/MONTGOMERY
 EZ3675  USGS QUAD   -  CANDOR (1994)
 EZ3675
 EZ3675                         *CURRENT SURVEY CONTROL
 EZ3675  ___________________________________________________________________
 EZ3675* NAD 83(2001)-  35 17 34.25133(N)    079 44 46.73357(W)     ADJUSTED  
 EZ3675* NAVD 88     -              **(meters)            **(feet)            
 EZ3675  ___________________________________________________________________
 EZ3675  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 EZ3675  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 EZ3675  HORZ ORDER  -  THIRD
 EZ3675
 EZ3675.The horizontal coordinates were established by classical geodetic methods
 EZ3675.and adjusted by the National Geodetic Survey in August 2005.
 EZ3675
 EZ3675
 EZ3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3675
 EZ3675.The geoid height was determined by GEOID03.
 EZ3675
 EZ3675;                    North         East     Units Scale Factor Converg.
 EZ3675;SPC NC       -   171,403.204   541,724.392   MT  0.99987285   -0 25 50.7
 EZ3675;SPC NC       -   562,345.35  1,777,307.44   sFT  0.99987285   -0 25 50.7
 EZ3675;UTM  17      - 3,906,240.154   613,994.813   MT  0.99976014   +0 43 27.8
 EZ3675
 EZ3675                          SUPERSEDED SURVEY CONTROL
 EZ3675
 EZ3675  NAD 83(1986)-  35 17 34.25764(N)    079 44 46.74058(W) AD(       ) 4
 EZ3675  NAD 27      -  35 17 33.74831(N)    079 44 47.60909(W) AD(       ) 3
 EZ3675
 EZ3675.Superseded values are not recommended for survey control.
 EZ3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3675.See file dsdata.txt to determine how the superseded data were derived.
 EZ3675
 EZ3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1399506240(NAD 83)
 EZ3675_MARKER: 53 = ELEVATED TANK
 EZ3675
 EZ3675  HISTORY     - Date     Condition        Report By
 EZ3675  HISTORY     - 1972     FIRST OBSERVED   NCGS
 EZ3675
 EZ3675                          STATION DESCRIPTION
 EZ3675
 EZ3675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3675'CANDOR, MUNICIPAL WATER TANK IS AN INTERSECTION STATION IN CANDOR,
 EZ3675'NORTH CAROLINA.
 EZ3675'
 EZ3675'TO REACH STATION FROM THE INTERSECTION OF US 220 WITH NORFOLK
 EZ3675'SOUTHERN RR IN CANDOR, PROCEED SOUTH ALONG US 220 FOR 0.1 MILE TO
 EZ3675'WHITE HOUSE NEXT TO WESTERN AUTO STORE, AND WATER TANK BEHIND
 EZ3675'HOUSE.
 EZ3675'
 EZ3675'WATER TANK IS SILVER AND THE POINT INTERSECTED WAS BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2299 ***********************************************************************
 FB2299  DESIGNATION -  CANE
 FB2299  PID         -  FB2299
 FB2299  STATE/COUNTY-  NC/JACKSON
 FB2299  USGS QUAD   -  WHITTIER (1978)
 FB2299
 FB2299                         *CURRENT SURVEY CONTROL
 FB2299  ___________________________________________________________________
 FB2299* NAD 83(2001)-  35 24 10.18398(N)    083 18 13.67513(W)     ADJUSTED  
 FB2299* NAVD 88     -       574.604  (meters)    1885.18   (feet)  ADJUSTED  
 FB2299  ___________________________________________________________________
 FB2299  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FB2299  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 FB2299  DYNAMIC HT  -         573.999 (meters)    1883.20  (feet)  COMP
 FB2299  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 FB2299
 FB2299  HORZ ORDER  -  SECOND
 FB2299  VERT ORDER  -  FIRST     CLASS II
 FB2299
 FB2299.The horizontal coordinates were established by classical geodetic methods
 FB2299.and adjusted by the National Geodetic Survey in August 2005.
 FB2299
 FB2299.The orthometric height was determined by differential leveling
 FB2299.and adjusted in June 1991.
 FB2299
 FB2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2299
 FB2299.The geoid height was determined by GEOID03.
 FB2299
 FB2299.The dynamic height is computed by dividing the NAVD 88
 FB2299.geopotential number by the normal gravity value computed on the
 FB2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FB2299.degrees latitude (g = 980.6199 gals.).
 FB2299
 FB2299.The modeled gravity was interpolated from observed gravity values.
 FB2299
 FB2299;                    North         East     Units Scale Factor Converg.
 FB2299;SPC NC       -   191,820.949   218,821.384   MT  0.99987605   -2 29 02.5
 FB2299;SPC NC       -   629,332.56    717,916.49   sFT  0.99987605   -2 29 02.5
 FB2299;UTM  17      - 3,920,154.154   290,791.337   MT  1.00013941   -1 20 06.4
 FB2299
 FB2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2299!SPC NC       -   0.99991430  x   0.99987605  =   0.99979036
 FB2299!UTM  17      -   0.99991430  x   1.00013941  =   1.00005370
 FB2299
 FB2299                          SUPERSEDED SURVEY CONTROL
 FB2299
 FB2299  NAD 83(1995)-  35 24 10.18405(N)    083 18 13.67485(W) AD(       ) 2
 FB2299  NAD 83(1986)-  35 24 10.18724(N)    083 18 13.68264(W) AD(       ) 2
 FB2299  NGVD 29 (12/12/91)  574.635  (m)         1885.28   (f) ADJUSTED    1 2
 FB2299
 FB2299.Superseded values are not recommended for survey control.
 FB2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2299.See file dsdata.txt to determine how the superseded data were derived.
 FB2299
 FB2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKV9079120154(NAD 83)
 FB2299_MARKER: DE = TRAVERSE STATION DISK
 FB2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2299_SP_SET: CONCRETE POST
 FB2299_STAMPING: CANE 1980
 FB2299_MARK LOGO: NCGS  
 FB2299_PROJECTION: FLUSH
 FB2299_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2299+STABILITY: SURFACE MOTION
 FB2299
 FB2299  HISTORY     - Date     Condition        Report By
 FB2299  HISTORY     - 1980     MONUMENTED       NCGS
 FB2299  HISTORY     - 1983     GOOD             NGS
 FB2299  HISTORY     - 19940529 GOOD             USPSQD
 FB2299
 FB2299                          STATION DESCRIPTION
 FB2299
 FB2299'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB2299'STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHWEST OF DILLSBORO AND
 FB2299'AND 3.8 MILES SOUTHEAST OF WHITTIER.
 FB2299'
 FB2299'TO REACH THE STATION FROM THE US 19A-23 UNDERPASS OF US 23-441 NEAR
 FB2299'DILLSBORO, PROCEED WEST ALONG US 19A-441 FOR 5.2 MILES TO STATION ON
 FB2299'LEFT BY GUARD RAIL AND 0.3 MILE EAST OF SR 1390 AND 0.55 MILE EAST OF
 FB2299'A BRIDGE OVER RIVER.
 FB2299'
 FB2299'STATION MARK IS A STANDARD DISK STAMPED---CANE 1980---SET IN TOP OF A
 FB2299'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE.  THE MARK IS 27.7
 FB2299'FEET SOUTH OF CENTERLINE OF EAST BOUND LANES, 5.7 FEET SOUTH OF
 FB2299'CENTERLINE OF GUARD RAIL, 48.7 FEET SOUTHWEST OF CENTER OF IRON
 FB2299'DRAINAGE GRATE.
 FB2299
 FB2299                          STATION RECOVERY (1983)
 FB2299
 FB2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FB2299'3.5 KM (2.2 MI) SE FROM GATEWAY.
 FB2299'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 441 AND 19A FROM THE
 FB2299'INTERSECTION OF U.S. HIGHWAY 441 NORTH AND U.S.
 FB2299'HIGHWAY 19A IN GATEWAY TO THE MARK ON THE RIGHT,
 FB2299'8.6 METERS (28.5 FT) SOUTH OF THE CENTERLINE OF THE
 FB2299'EASTBOUND LANE OF U.S. HIGHWAY 441 AND 19A, 1.8 METERS (6.0 FT) SOUTH
 FB2299'OF THE GUARDRAIL.
 FB2299'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 FB2299'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FB2299
 FB2299                          STATION RECOVERY (1994)
 FB2299
 FB2299'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2884 ***********************************************************************
 EZ2884  DESIGNATION -  CANE
 EZ2884  PID         -  EZ2884
 EZ2884  STATE/COUNTY-  NC/ORANGE
 EZ2884  USGS QUAD   -  WHITE CROSS (1981)
 EZ2884
 EZ2884                         *CURRENT SURVEY CONTROL
 EZ2884  ___________________________________________________________________
 EZ2884* NAD 83(2001)-  35 55 47.80871(N)    079 12 11.34509(W)     ADJUSTED  
 EZ2884* NAVD 88     -       162.8    (meters)     534.     (feet)  VERTCON   
 EZ2884  ___________________________________________________________________
 EZ2884  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 EZ2884  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 EZ2884  HORZ ORDER  -  SECOND
 EZ2884
 EZ2884.The horizontal coordinates were established by classical geodetic methods
 EZ2884.and adjusted by the National Geodetic Survey in August 2005.
 EZ2884
 EZ2884.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ2884
 EZ2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2884
 EZ2884.The geoid height was determined by GEOID03.
 EZ2884
 EZ2884;                    North         East     Units Scale Factor Converg.
 EZ2884;SPC NC       -   241,846.879   591,269.220   MT  0.99994253   -0 07 02.1
 EZ2884;SPC NC       -   793,459.30  1,939,855.77   sFT  0.99994253   -0 07 02.1
 EZ2884;UTM  17      - 3,977,670.360   662,097.143   MT  0.99992377   +1 03 16.6
 EZ2884
 EZ2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2884!SPC NC       -   0.99997926  x   0.99994253  =   0.99992179
 EZ2884!UTM  17      -   0.99997926  x   0.99992377  =   0.99990303
 EZ2884
 EZ2884|---------------------------------------------------------------------|
 EZ2884| PID    Reference Object                     Distance      Geod. Az  |
 EZ2884|                                                           dddmmss.s |
 EZ2884| EZ2888 CURVE                               386.818 METERS 30019     |
 EZ2884|---------------------------------------------------------------------|
 EZ2884
 EZ2884                          SUPERSEDED SURVEY CONTROL
 EZ2884
 EZ2884  NAD 83(1986)-  35 55 47.81112(N)    079 12 11.35578(W) AD(       ) 2
 EZ2884  NAD 27      -  35 55 47.30263(N)    079 12 12.30697(W) AD(       ) 2
 EZ2884  NGVD 29 (07/19/86)  163.0    (m)          535.     (f) VERT ANG    3  
 EZ2884
 EZ2884.Superseded values are not recommended for survey control.
 EZ2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2884.See file dsdata.txt to determine how the superseded data were derived.
 EZ2884
 EZ2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6209777670(NAD 83)
 EZ2884_MARKER: DE = TRAVERSE STATION DISK
 EZ2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2884_STAMPING: CANE 1963
 EZ2884_MARK LOGO: NCGS  
 EZ2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2884+STABILITY: SURFACE MOTION
 EZ2884
 EZ2884  HISTORY     - Date     Condition        Report By
 EZ2884  HISTORY     - 1963     MONUMENTED       NCGS
 EZ2884
 EZ2884                          STATION DESCRIPTION
 EZ2884
 EZ2884'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (JWC)
 EZ2884'CANE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2884'IN THE VICINITY OF HILLSBORO, NORTH CAROLINA.
 EZ2884'
 EZ2884'CANE IS 8.4 MILES W OF CHAPEL HILL.  LOCATED 1.6 MILES W ALONG
 EZ2884'NC 54 FROM WHITE CROSS.  3.5 MILES SE OF OAKS.  ON THE S SIDE
 EZ2884'OF NC 54 ON TOP OF ROAD BANK.  8.5 FT OF TOP OF
 EZ2884'BANK.  APPROXIMATELY 150 FT W OF INTERSECTION OF SR 1006 AND NC
 EZ2884'54.
 EZ2884'
 EZ2884'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ2884'CANE 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2884'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ2884'
 EZ2884'MARK IS
 EZ2884'
 EZ2884'32.5 FT S OF C/L OF NC 54
 EZ2884'
 EZ2884'24.7 FT NW OF 3 LEAD NAILS IN 10 INCH PINE
 EZ2884'
 EZ2884'33.8 FT NNE OF 3 LEAD NAILS IN 6 INCH GUM
 EZ2884'
 EZ2884'94.5 FT E OF LAST PP WITH 3 LEAD NAILS BEFORE LINE CROSSES
 EZ2884'NC 54 AT INTERSECTION OF SR 1006
 EZ2884'
 EZ2884'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3081 ***********************************************************************
 EZ3081  DESIGNATION -  CANE
 EZ3081  PID         -  EZ3081
 EZ3081  STATE/COUNTY-  NC/ALAMANCE
 EZ3081  USGS QUAD   -  SNOW CAMP (1978)
 EZ3081
 EZ3081                         *CURRENT SURVEY CONTROL
 EZ3081  ___________________________________________________________________
 EZ3081* NAD 83(2001)-  35 56 41.32029(N)    079 24 21.44561(W)     ADJUSTED  
 EZ3081* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 EZ3081  ___________________________________________________________________
 EZ3081  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 EZ3081  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 EZ3081  HORZ ORDER  -  FIRST
 EZ3081
 EZ3081.The horizontal coordinates were established by classical geodetic methods
 EZ3081.and adjusted by the National Geodetic Survey in August 2005.
 EZ3081
 EZ3081.The orthometric height was scaled from a topographic map.
 EZ3081
 EZ3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3081
 EZ3081.The geoid height was determined by GEOID03.
 EZ3081
 EZ3081;                    North         East     Units Scale Factor Converg.
 EZ3081;SPC NC       -   243,552.233   572,975.237   MT  0.99994563   -0 14 03.5
 EZ3081;SPC NC       -   799,054.28  1,879,836.26   sFT  0.99994563   -0 14 03.5
 EZ3081;UTM  17      - 3,979,001.411   643,773.146   MT  0.99985471   +0 56 09.1
 EZ3081
 EZ3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3081!SPC NC       -   0.99997607  x   0.99994563  =   0.99992170
 EZ3081!UTM  17      -   0.99997607  x   0.99985471  =   0.99983078
 EZ3081
 EZ3081:                Primary Azimuth Mark                     Grid Az
 EZ3081:SPC NC       -  SWEPSONVILLE MUNICIPAL TANK              026 00 45.0
 EZ3081:UTM  17      -  SWEPSONVILLE MUNICIPAL TANK              024 50 32.4
 EZ3081
 EZ3081|---------------------------------------------------------------------|
 EZ3081| PID    Reference Object                     Distance      Geod. Az  |
 EZ3081|                                                           dddmmss.s |
 EZ3081| FY3320 SWEPSONVILLE MUNICIPAL TANK         APPROX. 9.8 KM 0254641.5 |
 EZ3081| EZ5870 CANE RM 1                            24.600 METERS 04835     |
 EZ3081| EZ3027 ALAMANCE                            APPROX.11.9 KM 0871534.0 |
 EZ3081| EZ3084 TELEVISION WUNC N MICROWAVE          12.628 METERS 18138     |
 EZ3081| EZ5871 CANE RM 2                            27.910 METERS 31135     |
 EZ3081| EZ5869 CANE AZ MK                                         3330640.9 |
 EZ3081|---------------------------------------------------------------------|
 EZ3081
 EZ3081                          SUPERSEDED SURVEY CONTROL
 EZ3081
 EZ3081  NAD 83(1986)-  35 56 41.32322(N)    079 24 21.45383(W) AD(       ) 1
 EZ3081  NAD 27      -  35 56 40.82200(N)    079 24 22.38700(W) AD(       ) 1
 EZ3081
 EZ3081.Superseded values are not recommended for survey control.
 EZ3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3081.See file dsdata.txt to determine how the superseded data were derived.
 EZ3081
 EZ3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4377379001(NAD 83)
 EZ3081_MARKER: DS = TRIANGULATION STATION DISK
 EZ3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3081_STAMPING: CANE 1954
 EZ3081_MARK LOGO: CGS   
 EZ3081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3081+STABILITY: SURFACE MOTION
 EZ3081
 EZ3081  HISTORY     - Date     Condition        Report By
 EZ3081  HISTORY     - 1954     MONUMENTED       CGS
 EZ3081  HISTORY     - 1962     GOOD             CGS
 EZ3081  HISTORY     - 1969     GOOD             NCGS
 EZ3081  HISTORY     - 1974     GOOD             NGS
 EZ3081  HISTORY     - 1982     MARK NOT FOUND   NCGS
 EZ3081  HISTORY     - 20000222 GOOD             NCGS
 EZ3081  HISTORY     - 20060421 GOOD             GEOCAC
 EZ3081  HISTORY     - 20080504 GOOD             GEOCAC
 EZ3081
 EZ3081                          STATION DESCRIPTION
 EZ3081
 EZ3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 EZ3081'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF GRAHAM, ABOUT
 EZ3081'5 MILES WEST OF SAXAPAHAW AND ON PROPERTY OWNED BY O.R. HERRING.  IT
 EZ3081'IS 133 FEET SOUTH OF A WOODS ROAD, 7 FEET NORTHEAST OF A
 EZ3081'WHITE WITNESS POST AND ON THE HIGHEST GROUND IN THE IMMEDIATE
 EZ3081'VICINITY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 EZ3081'CANE 1954.
 EZ3081'
 EZ3081'REFERENCE MARK NO. 1 IS 71 FEET SOUTH OF A WOODS ROAD AND
 EZ3081'9 FEET EAST OF A DIM TRACK ROAD LEADING TO THE STATION.  THE
 EZ3081'MARK IS FLUSH AND THE DISK IS STAMPED CANE NO 1 1954.
 EZ3081'
 EZ3081'REFERENCE MARK NO. 2 IS 77 FEET SOUTH OF THE WOODS ROAD AND
 EZ3081'SET IN A DRILLHOLE IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 EZ3081'ABOUT 8 INCHES.  THE DISK IS STAMPED CANE NO 2 1954.
 EZ3081'
 EZ3081'THE AZIMUTH MARK IS 31 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 EZ3081'ROAD, 27 FEET NORTH OF AN OAK TREE AND 3 FEET SOUTH OF A WHITE
 EZ3081'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CANE 1954.
 EZ3081'
 EZ3081'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE IN
 EZ3081'GRAHAM, GO SOUTH ON STATE HIGHWAY 87 FOR 5.4 MILES TO A Y-ROAD,
 EZ3081'BEAR RIGHT FOR 0.2 MILE TO A ROAD FORK, TURN LEFT AND GO 0.35
 EZ3081'MILE TO A CROSSROAD, TURN LEFT AND GO 2.85 MILES TO THE
 EZ3081'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO THE
 EZ3081'WOODS ROAD TO THE RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE
 EZ3081'STATION ON THE LEFT AS DESCRIBED.
 EZ3081'
 EZ3081'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 EZ3081
 EZ3081                          STATION RECOVERY (1962)
 EZ3081
 EZ3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3081'STATION WAS RECOVERED AS DESCRIBED IN 1954 DESCRIPTIONS AND ALL
 EZ3081'MARKS FOUND TO BE IN GOOD CONDITION.  A CHECK WAS MADE OF THE
 EZ3081'DISTANCE AND DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 EZ3081'
 EZ3081'A MICROWAVE RELAY TOWER HAS BEEN ERECTED NEAR THE STATION SITE.
 EZ3081'
 EZ3081'1962 OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.  IF
 EZ3081'THIS STATION IS TO BE BUILT AT A LATER DATE TO SEE STATION
 EZ3081'ALAMANCE 1954 A 103 FOOT TOWER SHOULD BE ERECTED.
 EZ3081
 EZ3081                          STATION RECOVERY (1969)
 EZ3081
 EZ3081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (ESL)
 EZ3081'CANE 1954 GOOD
 EZ3081'
 EZ3081'RM 1 GOOD
 EZ3081'
 EZ3081'RM 2 GOOD
 EZ3081'
 EZ3081'AZ. MARK GOOD
 EZ3081'
 EZ3081'WILL TAKE HEAVY CLEARING TO SEE AZIMUTH MARK.
 EZ3081
 EZ3081                          STATION RECOVERY (1974)
 EZ3081
 EZ3081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (VDN)
 EZ3081'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 EZ3081'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EZ3081'
 EZ3081'A SEARCH WAS MADE FOR REFERENCE MARK 1 BUT WAS NOT RECOVERED
 EZ3081'AT THIS TIME.
 EZ3081'
 EZ3081'MR. ALLEN MAC INTRYE, ENGINEER, SWAIN HALL, CHAPEL HILL, N.C.
 EZ3081'PHONE 919-933-2088 GAVE PERMISSION.
 EZ3081'
 EZ3081'THE 1954 DESCRIPTION AND TO REACH IS ADEQUATE.
 EZ3081
 EZ3081                          STATION RECOVERY (1982)
 EZ3081
 EZ3081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ3081'THE STATION NOT RECOVERED AT THIS DATE.
 EZ3081'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIPTION IS
 EZ3081'INADEQUATE FOR LOCATING THE MONUMENT.
 EZ3081'
 EZ3081'THE HIGHWAY AND BANKS HAD BEEN REWORKED.
 EZ3081
 EZ3081                          STATION RECOVERY (2000)
 EZ3081
 EZ3081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000
 EZ3081'RECOVERED AS DESCRIBED. THE FOLLOWING IS TAKEN FROM A DRAWING FROM
 EZ3081'FIELD PERSONEL.  LOCATED OFF SR 2328, ALONG A GRAVEL ROAD LEADING TO A
 EZ3081'THREE COLLEGE OBSERVATORY, AND APPEARS (FROM A DRAWING) AS BEING ON
 EZ3081'THE EXIST SIDE OF A CIRCLE DRIVEWAY AT SUMMIT OF HILL.
 EZ3081
 EZ3081                          STATION RECOVERY (2006)
 EZ3081
 EZ3081'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 EZ3081'RECOVERED IN GOOD CONDITION. MARK IS IN A GRAVEL DRIVEWAY LEADING TO
 EZ3081'AN ASTRONOMICAL OBSERVATORY. ADD THAT STATION IS APPROXIMATELY 42 FEET
 EZ3081'NORTH OF THE NORTHEAST CORNER OF A BRICK BUILDING WHICH FORMERLY
 EZ3081'HOUSED A MICROWAVE RELAY TRANSMITTER.
 EZ3081' 
 EZ3081' 
 EZ3081' 
 EZ3081
 EZ3081                          STATION RECOVERY (2008)
 EZ3081
 EZ3081'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EZ3081'VERIFIED EXISTENCE OF STATION AND RM 2 ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3911 ***********************************************************************
 FX3911  DESIGNATION -  CANE
 FX3911  PID         -  FX3911
 FX3911  STATE/COUNTY-  NC/GATES
 FX3911  USGS QUAD   -  HARRELLSVILLE (1982)
 FX3911
 FX3911                         *CURRENT SURVEY CONTROL
 FX3911  ___________________________________________________________________
 FX3911* NAD 83(2001)-  36 21 21.57505(N)    076 46 07.41758(W)     ADJUSTED  
 FX3911* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 FX3911  ___________________________________________________________________
 FX3911  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 FX3911  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 FX3911  HORZ ORDER  -  THIRD
 FX3911
 FX3911.The horizontal coordinates were established by classical geodetic methods
 FX3911.and adjusted by the National Geodetic Survey in August 2005.
 FX3911
 FX3911.The orthometric height was scaled from a topographic map.
 FX3911
 FX3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3911
 FX3911.The geoid height was determined by GEOID03.
 FX3911
 FX3911;                    North         East     Units Scale Factor Converg.
 FX3911;SPC NC       -   291,353.483   809,867.771   MT  1.00005834   +1 17 16.2
 FX3911;SPC NC       -   955,882.22  2,657,041.18   sFT  1.00005834   +1 17 16.2
 FX3911;UTM  18      - 4,024,886.814   341,300.805   MT  0.99991031   -1 02 55.4
 FX3911
 FX3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3911!SPC NC       -   1.00000571  x   1.00005834  =   1.00006405
 FX3911!UTM  18      -   1.00000571  x   0.99991031  =   0.99991602
 FX3911
 FX3911|---------------------------------------------------------------------|
 FX3911| PID    Reference Object                     Distance      Geod. Az  |
 FX3911|                                                           dddmmss.s |
 FX3911| FX4632 CANE WM 2                             6.000 METERS 04435     |
 FX3911| FX3807 MARSH                               APPROX. 2.4 KM 1301807.6 |
 FX3911| FX4631 CANE WM 1                             7.630 METERS 33550     |
 FX3911|---------------------------------------------------------------------|
 FX3911
 FX3911                          SUPERSEDED SURVEY CONTROL
 FX3911
 FX3911  NAD 83(1993)-  36 21 21.57607(N)    076 46 07.42437(W) AD(       ) 3
 FX3911  NAD 83(1986)-  36 21 21.58565(N)    076 46 07.43230(W) AD(       ) 3
 FX3911  NAD 27      -  36 21 21.01000(N)    076 46 08.56000(W) AD(       ) 3
 FX3911
 FX3911.Superseded values are not recommended for survey control.
 FX3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3911.See file dsdata.txt to determine how the superseded data were derived.
 FX3911
 FX3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4130124887(NAD 83)
 FX3911_MARKER: I = METAL ROD
 FX3911_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 FX3911_SP_SET: OBJECT DRIVEN INTO GROUND
 FX3911
 FX3911  HISTORY     - Date     Condition        Report By
 FX3911  HISTORY     - 1932     MONUMENTED       CGS
 FX3911  HISTORY     - 1942     GOOD             USE
 FX3911
 FX3911                          STATION DESCRIPTION
 FX3911
 FX3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CAE)
 FX3911'ON EAST SIDE OF CHOWAN RIVER ON A POINT ABOUT 1 MILE SOUTH OF
 FX3911'MOUTH OF SAREM CREEK 7 METERS (23 FEET) OFFSHORE.  STATION IS
 FX3911'MARKED BY AN IRON PIPE DRIVEN IN MUD TO WITHIN 18 INCHES OF WATER
 FX3911'SURFACE. WITNESS MARKS ARE RAILROAD SPIKES DRIVEN IN TRIANGLES
 FX3911'CUT IN TREES.  WITNESS MARK NO.1 IS IN 4 FOOT CYPRESS STANDING
 FX3911'ABOUT 3 METERS (10 FEET) OFFSHORE AND 7.63 METERS (25.0 FEET) FROM
 FX3911'STATION IN BEARING N 24 DEG 10 MIN W.  WITNESS MARK NO.2 IS IN 18
 FX3911'INCH ASH STANDING ABOUT 2 METERS (7 FEET) OFFSHORE AND 6.00 METERS
 FX3911'(19.7 FEET) FROM STATION IN BEARING N 44 DEG 35 MIN E.
 FX3911
 FX3911                          STATION RECOVERY (1942)
 FX3911
 FX3911'RECOVERY NOTE BY US ENGINEERS 1942
 FX3911'DESCRIPTION ADEQUATE.  STATION RECOVERED IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3826 ***********************************************************************
 FB3826  DESIGNATION -  CANE
 FB3826  PID         -  FB3826
 FB3826  STATE/COUNTY-  NC/YANCEY
 FB3826  USGS QUAD   -  MT MITCHELL (1946)
 FB3826
 FB3826                         *CURRENT SURVEY CONTROL
 FB3826  ___________________________________________________________________
 FB3826* NAD 83(2001)-  35 51 32.45890(N)    082 18 11.33745(W)     ADJUSTED  
 FB3826* NAVD 88     -       858.6    (meters)    2817.     (feet)  VERTCON   
 FB3826  ___________________________________________________________________
 FB3826  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FB3826  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 FB3826  HORZ ORDER  -  SECOND
 FB3826
 FB3826.The horizontal coordinates were established by classical geodetic methods
 FB3826.and adjusted by the National Geodetic Survey in August 2005.
 FB3826
 FB3826.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3826
 FB3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3826
 FB3826.The geoid height was determined by GEOID03.
 FB3826
 FB3826;                    North         East     Units Scale Factor Converg.
 FB3826;SPC NC       -   238,921.334   311,324.243   MT  0.99992864   -1 54 23.3
 FB3826;SPC NC       -   783,861.08  1,021,402.95   sFT  0.99992864   -1 54 23.3
 FB3826;UTM  17      - 3,969,095.397   382,338.349   MT  0.99977059   -0 45 48.5
 FB3826
 FB3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3826!SPC NC       -   0.99986998  x   0.99992864  =   0.99979863
 FB3826!UTM  17      -   0.99986998  x   0.99977059  =   0.99964060
 FB3826
 FB3826                          SUPERSEDED SURVEY CONTROL
 FB3826
 FB3826  NAD 83(1995)-  35 51 32.45830(N)    082 18 11.33615(W) AD(       ) 2
 FB3826  NAD 83(1986)-  35 51 32.46667(N)    082 18 11.34223(W) AD(       ) 2
 FB3826  NGVD 29 (02/22/93)  858.6    (m)         2817.     (f) VERT ANG    3  
 FB3826
 FB3826.Superseded values are not recommended for survey control.
 FB3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3826.See file dsdata.txt to determine how the superseded data were derived.
 FB3826
 FB3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV8233869095(NAD 83)
 FB3826_MARKER: DE = TRAVERSE STATION DISK
 FB3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3826_SP_SET: CONCRETE POST
 FB3826_STAMPING: CANE 1982
 FB3826_MARK LOGO: NCGS  
 FB3826_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3826+STABILITY: SURFACE MOTION
 FB3826
 FB3826  HISTORY     - Date     Condition        Report By
 FB3826  HISTORY     - 1982     MONUMENTED       NCGS
 FB3826
 FB3826                          STATION DESCRIPTION
 FB3826
 FB3826'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3826'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTH-NORTHEAST OF
 FB3826'PENSACOLA AND 6.3 KM (3.9 MI) SOUTH OF BURNSVILLE.
 FB3826'TO REACH THE STATION FROM THE INTERSECTION OF NC 197 AND SR 1102
 FB3826'(CATTAIL ROAD), AT PENSACOLA, PROCEED NORTH ALONG NC 197 FOR 1.4 KM
 FB3826'(0.85 MI) TO SR 1184 AND THE STATION SOUTHWEST OF THE INTERSECTION.
 FB3826'THE STATION IS A STANDARD NCGS DISK STAMPED---CANE 1982---, SET INTO
 FB3826'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 3 CM
 FB3826'BELOW GROUND.  LOCATED 4.9 METERS (16.2 FT) WEST OF THE CENTERLINE OF
 FB3826'NC 197, 31.1 METERS (102.0 FT) SOUTH-SOUTHWEST OF THE INTERSECTION OF
 FB3826'NC 197 AND SR 1184, 0.4 METERS (1.2 FT) EAST OF THE GUARD RAIL, 4.6
 FB3826'METERS (15.2 FT) NORTH-NORTHEAST OF THE SOUTH END OF THE GUARD RAIL,
 FB3826'21.8 METERS (71.6 FT) SOUTH OF THE SOUTHEAST CORNER OF THE SR 1184
 FB3826'BRIDGE OVER THE CANE RIVER--AND 10.6 METERS (34.6 FT) SOUTH-SOUTHEAST
 FB3826'OF A 30-INCH POPLAR, 36.6 METERS (120.0 FT) NORTH-NORTHEAST OF A POWER
 FB3826'POLE--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH8799 ***********************************************************************
 DH8799  DESIGNATION -  CANE
 DH8799  PID         -  DH8799
 DH8799  STATE/COUNTY-  NC/GREENE
 DH8799  USGS QUAD   -  HOOKERTON (1982)
 DH8799
 DH8799                         *CURRENT SURVEY CONTROL
 DH8799  ___________________________________________________________________
 DH8799* NAD 83(2001)-  35 28 34.67353(N)    077 30 21.52579(W)     ADJUSTED  
 DH8799* NAVD 88     -        11.4    (meters)      37.     (feet)  GPS OBS   
 DH8799  ___________________________________________________________________
 DH8799  X           -   1,124,938.415 (meters)                     COMP
 DH8799  Y           -  -5,076,776.500 (meters)                     COMP
 DH8799  Z           -   3,681,012.563 (meters)                     COMP
 DH8799  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DH8799  ELLIP HEIGHT-         -24.497 (meters)          (03/08/06) ADJUSTED
 DH8799  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 DH8799  HORZ ORDER  -  FIRST
 DH8799  ELLP ORDER  -  FIFTH     CLASS I
 DH8799
 DH8799.The horizontal coordinates were established by GPS observations
 DH8799.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 DH8799
 DH8799.The orthometric height was determined by GPS observations and a
 DH8799.high-resolution geoid model.
 DH8799
 DH8799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8799
 DH8799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8799
 DH8799.The ellipsoidal height was determined by GPS observations
 DH8799.and is referenced to NAD 83.
 DH8799
 DH8799.The geoid height was determined by GEOID03.
 DH8799
 DH8799;                    North         East     Units Scale Factor Converg.
 DH8799;SPC NC       -   192,519.122   745,171.253   MT  0.99988024   +0 51 44.3
 DH8799;SPC NC       -   631,623.15  2,444,782.69   sFT  0.99988024   +0 51 44.3
 DH8799;UTM  18      - 3,928,751.589   272,634.360   MT  1.00023710   -1 27 18.0
 DH8799
 DH8799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8799!SPC NC       -   1.00000385  x   0.99988024  =   0.99988408
 DH8799!UTM  18      -   1.00000385  x   1.00023710  =   1.00024095
 DH8799
 DH8799:                Primary Azimuth Mark                     Grid Az
 DH8799:SPC NC       -  HURRY                                    318 56 44.7
 DH8799:UTM  18      -  HURRY                                    321 15 47.0
 DH8799
 DH8799|---------------------------------------------------------------------|
 DH8799| PID    Reference Object                     Distance      Geod. Az  |
 DH8799|                                                           dddmmss.s |
 DH8799| DH8798 HURRY                               496.420 METERS 3194829.0 |
 DH8799|---------------------------------------------------------------------|
 DH8799
 DH8799                          SUPERSEDED SURVEY CONTROL
 DH8799
 DH8799  NAD 83(1986)-  35 28 34.68395(N)    077 30 21.53507(W) AD(       ) 1
 DH8799
 DH8799.Superseded values are not recommended for survey control.
 DH8799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8799.See file dsdata.txt to determine how the superseded data were derived.
 DH8799
 DH8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE7263428752(NAD 83)
 DH8799_MARKER: DH = HORIZONTAL CONTROL DISK
 DH8799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8799_STAMPING: CANE 1999
 DH8799_MARK LOGO: NCGS  
 DH8799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8799+STABILITY: SURFACE MOTION
 DH8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8799+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DH8799
 DH8799  HISTORY     - Date     Condition        Report By
 DH8799  HISTORY     - 1999     MONUMENTED       NCGS
 DH8799
 DH8799                          STATION DESCRIPTION
 DH8799
 DH8799'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 DH8799'STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-NORTHEAST OF SNOW HILL
 DH8799'AND 2.0 MI (3.2 KM) NORTHWEST OF SCUFFLETON. PROCEED ALONG NC 903 FOR
 DH8799'1.4 MI (2.3 KM) SOUTH FROM THE PITT/GREENE COUNTY LINE OVER LITTLE
 DH8799'CONTENTNEA CREEK TO SR 1337 (LOWER FIELD ROAD), THENCE NORTH ALONG SR
 DH8799'1337 FOR 1.0 MI (1.6 KM) TO THE STATION IN THE SHOULDER. MARK IS ABOUT
 DH8799'LEVEL WITH SR 1337 AND RECESSED 1 INCH BELOW THE GROUND. LOCATED 14.6
 DH8799'FT (4.5 M) SOUTHWEST OF THE CENTERLINE OF SR 1337, 273 FT (83.2 M)
 DH8799'NORTH-NORTHWEST OF A FARM PATH LEADING WEST, 3.9 FT (1.2 M) SOUTHWEST
 DH8799'OF A WITNESS POST AND 153.8 FT (46.9 M) SOUTH OF A 6 INCH WOOD POST
 DH8799'ACROSS SR 1337.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB2796 ***********************************************************************
 FB2796  DESIGNATION -  CANE CREEK
 FB2796  PID         -  FB2796
 FB2796  STATE/COUNTY-  NC/RUTHERFORD
 FB2796  USGS QUAD   -  LAKE LURE (1987)
 FB2796
 FB2796                         *CURRENT SURVEY CONTROL
 FB2796  ___________________________________________________________________
 FB2796* NAD 83(2001)-  35 24 32.21650(N)    082 11 44.06697(W)     ADJUSTED  
 FB2796* NAVD 88     -       370.4    (meters)    1215.     (feet)  VERTCON   
 FB2796  ___________________________________________________________________
 FB2796  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 FB2796  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 FB2796  HORZ ORDER  -  SECOND
 FB2796
 FB2796.The horizontal coordinates were established by classical geodetic methods
 FB2796.and adjusted by the National Geodetic Survey in August 2005.
 FB2796
 FB2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB2796
 FB2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB2796
 FB2796.The geoid height was determined by GEOID03.
 FB2796
 FB2796;                    North         East     Units Scale Factor Converg.
 FB2796;SPC NC       -   188,698.383   319,427.919   MT  0.99987634   -1 50 39.8
 FB2796;SPC NC       -   619,087.94  1,047,989.76   sFT  0.99987634   -1 50 39.8
 FB2796;UTM  17      - 3,919,051.781   391,444.838   MT  0.99974522   -0 41 34.1
 FB2796
 FB2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB2796!SPC NC       -   0.99994680  x   0.99987634  =   0.99982314
 FB2796!UTM  17      -   0.99994680  x   0.99974522  =   0.99969203
 FB2796
 FB2796:                Primary Azimuth Mark                     Grid Az
 FB2796:SPC NC       -  BURGESS                                  191 27 47.6
 FB2796:UTM  17      -  BURGESS                                  190 18 41.9
 FB2796
 FB2796|---------------------------------------------------------------------|
 FB2796| PID    Reference Object                     Distance      Geod. Az  |
 FB2796|                                                           dddmmss.s |
 FB2796| FB2798 BURGESS                             APPROX. 0.7 KM 1893707.8 |
 FB2796|---------------------------------------------------------------------|
 FB2796
 FB2796                          SUPERSEDED SURVEY CONTROL
 FB2796
 FB2796  NAD 83(1986)-  35 24 32.22358(N)    082 11 44.06825(W) AD(       ) 2
 FB2796  NAD 27      -  35 24 31.80928(N)    082 11 44.66707(W) AD(       ) 2
 FB2796  NGVD 29 (07/19/86)  370.5    (m)         1216.     (f) VERT ANG    3  
 FB2796
 FB2796.Superseded values are not recommended for survey control.
 FB2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB2796.See file dsdata.txt to determine how the superseded data were derived.
 FB2796
 FB2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV9144519052(NAD 83)
 FB2796_MARKER: DE = TRAVERSE STATION DISK
 FB2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB2796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB2796_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB2796+STABILITY: SURFACE MOTION
 FB2796
 FB2796  HISTORY     - Date     Condition        Report By
 FB2796  HISTORY     - 1975     MONUMENTED       NCGS
 FB2796  HISTORY     - 19961127 MARK NOT FOUND   USPSQD
 FB2796  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 FB2796
 FB2796                          STATION DESCRIPTION
 FB2796
 FB2796'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB2796'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES SOUTHEAST OF LAKE LURE
 FB2796'POST OFFICE AND 8.0 MILES NORTH OF MILL SPRING (POLK COUNTY).
 FB2796'
 FB2796'TO REACH THE STATION FROM THE INTERSECTION OF NC 9 AND US 64 AND US 74
 FB2796'AT LAKE LURE, PROCEED SOUTH ALONG NC 9 FOR 0.45 MILE TO CANE CREEK
 FB2796'CHURCH ON THE LEFT AND STATION NEAR SOUTHEAST CORNER OF CHURCH, AND
 FB2796'APPROXIMATELY 400 FEET EAST OF NC 9.
 FB2796'
 FB2796'STATION MARK IS A STANDARD DISK, STAMPED---CANE CREEK 1975---, SET IN
 FB2796'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 FB2796'GROUND SURFACE.  MARK IS 3.3 FEET SOUTH OF SOUTHEAST CORNER OF CHURCH,
 FB2796'15.0 FEET NORTHWEST OF NORTHWEST EDGE OF HARRIS HEADSTONE, 93.0 FEET
 FB2796'NORTHEAST OF LIGHT POLE WITH REFERENCE TAG AND 10.3 FEET EAST OF EAST
 FB2796'PORCH PILLAR.
 FB2796
 FB2796                          STATION RECOVERY (1996)
 FB2796
 FB2796'RECOVERY NOTE BY US POWER SQUADRON 1996
 FB2796'MARK NOT FOUND.
 FB2796
 FB2796                          STATION RECOVERY (2005)
 FB2796
 FB2796'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB2796'ADDITIONAL INFORMATION
 FB2796'THE AREA WHERE THIS STATION IS SUPPOSED TO BE LOCATED HAS BEEN
 FB2796'LANDSCAPED AND STATION PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3172 ***********************************************************************
 FY3172  DESIGNATION -  CANE CREEK
 FY3172  PID         -  FY3172
 FY3172  STATE/COUNTY-  NC/CASWELL
 FY3172  USGS QUAD   -  LEASBURG (1968)
 FY3172
 FY3172                         *CURRENT SURVEY CONTROL
 FY3172  ___________________________________________________________________
 FY3172* NAD 83(2001)-  36 29 21.96635(N)    079 08 44.67105(W)     ADJUSTED  
 FY3172* NAVD 88     -       174.8    (meters)     573.     (feet)  VERTCON   
 FY3172  ___________________________________________________________________
 FY3172  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 FY3172  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 FY3172  HORZ ORDER  -  SECOND
 FY3172
 FY3172.The horizontal coordinates were established by classical geodetic methods
 FY3172.and adjusted by the National Geodetic Survey in August 2005.
 FY3172
 FY3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3172
 FY3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3172
 FY3172.The geoid height was determined by GEOID03.
 FY3172
 FY3172;                    North         East     Units Scale Factor Converg.
 FY3172;SPC NC       -   303,921.155   596,540.883   MT  1.00010609   -0 05 02.8
 FY3172;SPC NC       -   997,114.66  1,957,151.21   sFT  1.00010609   -0 05 02.8
 FY3172;UTM  17      - 4,039,834.737   666,089.690   MT  0.99993988   +1 06 10.6
 FY3172
 FY3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3172!SPC NC       -   0.99997748  x   1.00010609  =   1.00008357
 FY3172!UTM  17      -   0.99997748  x   0.99993988  =   0.99991736
 FY3172
 FY3172|---------------------------------------------------------------------|
 FY3172| PID    Reference Object                     Distance      Geod. Az  |
 FY3172|                                                           dddmmss.s |
 FY3172| FY3171 DEAD END                            216.660 METERS 01605     |
 FY3172| FY3136 COBBS CREEK                         APPROX. 4.5 KM 1155501.7 |
 FY3172|---------------------------------------------------------------------|
 FY3172
 FY3172                          SUPERSEDED SURVEY CONTROL
 FY3172
 FY3172  NAD 83(1993)-  36 29 21.96669(N)    079 08 44.67365(W) AD(       ) 2
 FY3172  NAD 83(1986)-  36 29 21.96982(N)    079 08 44.67754(W) AD(       ) 2
 FY3172  NAD 27      -  36 29 21.46325(N)    079 08 45.61889(W) AD(       ) 2
 FY3172  NGVD 29 (07/19/86)  175.0    (m)          574.     (f) VERT ANG    3  
 FY3172
 FY3172.Superseded values are not recommended for survey control.
 FY3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3172.See file dsdata.txt to determine how the superseded data were derived.
 FY3172
 FY3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA6609039835(NAD 83)
 FY3172_MARKER: DE = TRAVERSE STATION DISK
 FY3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3172_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3172+STABILITY: SURFACE MOTION
 FY3172
 FY3172  HISTORY     - Date     Condition        Report By
 FY3172  HISTORY     - 1977     MONUMENTED       NCGS
 FY3172
 FY3172                          STATION DESCRIPTION
 FY3172
 FY3172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (JDB)
 FY3172'THE STATION IS LOCATED APPROXIMATELY 0.6 MILES SOUTH OF SEMORA AND 5.4
 FY3172'MILES NORTHWEST OF CONCORD.
 FY3172'
 FY3172'TO REACH THE STATION FROM THE NC 119 AND NC 57 CROSSROADS AT SEMORA,
 FY3172'PROCEED SOUTH ALONG NC 119 FOR 0.2 MILE TO SR 1559 ON LEFT, THENCE
 FY3172'SOUTHEAST ALONG SR 1559 FOR 0.4 MILE TO SR 1560 ON RIGHT, THENCE SOUTH
 FY3172'ALONG SR 1560 FOR 0.15 MILE TO STATION ON THE RIGHT, AT THE NORTH SIDE
 FY3172'OF A STEEL TRANSMISSION LINE TOWER.
 FY3172'
 FY3172'STATION MARK IS A STANDARD DISK STAMPED---CANE CREEK 1977---SET IN THE
 FY3172'TOP OF A CONCRETE CYLINDER, WHICH IS 5 INCHES ABOVE THE GROUND
 FY3172'SURFACE.  THE MARK IS 89.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF SR
 FY3172'1560, 13.8 FEET EAST-SOUTHEAST OF THE NORTHWEST LEG OF TOWER, 7.3
 FY3172'FEET WEST-NORTHWEST OF NORTHEAST LEG OF TOWER AND 262.6 FEET
 FY3172'SOUTH-SOUTHWEST OF A 24 INCH TRIPLE TRUNK POPLAR WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3080 ***********************************************************************
 EZ3080  DESIGNATION -  CANE MOUNTAIN LOOKOUT TOWER
 EZ3080  PID         -  EZ3080
 EZ3080  STATE/COUNTY-  NC/ALAMANCE
 EZ3080  USGS QUAD   -  SNOW CAMP (1978)
 EZ3080
 EZ3080                         *CURRENT SURVEY CONTROL
 EZ3080  ___________________________________________________________________
 EZ3080* NAD 83(2001)-  35 56 49.43293(N)    079 26 08.41402(W)     ADJUSTED  
 EZ3080* NAVD 88     -              **(meters)            **(feet)            
 EZ3080  ___________________________________________________________________
 EZ3080  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 EZ3080  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 EZ3080  HORZ ORDER  -  THIRD
 EZ3080
 EZ3080.The horizontal coordinates were established by classical geodetic methods
 EZ3080.and adjusted by the National Geodetic Survey in August 2005.
 EZ3080
 EZ3080
 EZ3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3080
 EZ3080.The geoid height was determined by GEOID03.
 EZ3080
 EZ3080;                    North         East     Units Scale Factor Converg.
 EZ3080;SPC NC       -   243,813.626   570,295.565   MT  0.99994611   -0 15 05.2
 EZ3080;SPC NC       -   799,911.87  1,871,044.70   sFT  0.99994611   -0 15 05.2
 EZ3080;UTM  17      - 3,979,208.011   641,088.953   MT  0.99984528   +0 55 06.5
 EZ3080
 EZ3080                          SUPERSEDED SURVEY CONTROL
 EZ3080
 EZ3080  NAD 83(1986)-  35 56 49.43628(N)    079 26 08.42229(W) AD(       ) 4
 EZ3080  NAD 27      -  35 56 48.93604(N)    079 26 09.35108(W) AD(       ) 3
 EZ3080
 EZ3080.Superseded values are not recommended for survey control.
 EZ3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3080.See file dsdata.txt to determine how the superseded data were derived.
 EZ3080
 EZ3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4108979208(NAD 83)
 EZ3080_MARKER: 57 = LOOKOUT TOWER
 EZ3080
 EZ3080  HISTORY     - Date     Condition        Report By
 EZ3080  HISTORY     - 1962     FIRST OBSERVED   CGS
 EZ3080  HISTORY     - 1985     GOOD             USPSQD
 EZ3080  HISTORY     - 20080504 GOOD             GEOCAC
 EZ3080
 EZ3080                          STATION DESCRIPTION
 EZ3080
 EZ3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EZ3080'STATION IS LOCATED IN A CLEARING, ON A HIGH HILL KNOWN AS
 EZ3080'CANE MOUNTAN, ABOUT 13 MILES WEST OF SAXAPAHAW AND ABOUT
 EZ3080'10 MILES SOUTHWEST OF GRAHAM.
 EZ3080'
 EZ3080'STATION IS CONSTRUCTED OF A SQUARE METAL OBSERVATION CAB
 EZ3080'WITH WINDOWS AND A CONICAL SHAPED ROOF.  IT IS ABOUT 115 FEET
 EZ3080'IN HEIGHT AND IS SUPPORTED BY 4 STEEL CHANNEL LEGS.  THERE IS
 EZ3080'A STAIR-WAY IN THE CENTER OF THE STRUCTURE WHICH LEADS TO THE CAB.
 EZ3080'
 EZ3080'TO REACH FROM THE ALAMANCE COUNTY COURTHOUSE IN GRAHAM, GO
 EZ3080'SOUTH ON STATE HIGHWAY 87 FOR 5.5 MILES TO A FORK, KEEP RIGHT
 EZ3080'ON COUNTY ROUTE NO. 2324 FOR 0.2 MILE TO FORK, KEEP RIGHT
 EZ3080'FORK AND GO SOUTHWEST FOR 1.4 MILES TO FORK, KEEP LEFT FORK AND
 EZ3080'CONTINUE SOUTHWEST FOR 2.9 MILES TO A GRADED ROAD ON
 EZ3080'LEFT.  TURN LEFT AS PER SIGN CANE MTN. LOOKOUT TOWER AND FOLLOW
 EZ3080'THE MAIN TRAVELED GRADED ROAD FOR 1.0 MILE TO STATION.
 EZ3080
 EZ3080                          STATION RECOVERY (1985)
 EZ3080
 EZ3080'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ3080'STATION FOUND GOOD.
 EZ3080'
 EZ3080'STRUCTURE IN DISREPAIR, APPEARS TO BE ABANDONED.
 EZ3080'STILL USEABLE AS A TRIANGULATION STATION.
 EZ3080
 EZ3080                          STATION RECOVERY (2008)
 EZ3080
 EZ3080'RECOVERY NOTE BY GEOCACHING 2008 (KSG)
 EZ3080'VERIFIED EXISTENCE ON THIS DATE, TOWER IS STILL IN A STATE OF
 EZ3080'DISREPAIR. GETTING TO THE TOP OF THE TOWER WILL BE DIFFICULT AS MOST
 EZ3080'OF THE WOODEN STAIRWAY SECTIONS ARE EITHER GONE OR FALLING APART.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3538 ***********************************************************************
 FB3538  DESIGNATION -  CANEY
 FB3538  PID         -  FB3538
 FB3538  STATE/COUNTY-  NC/JACKSON
 FB3538  USGS QUAD   -  TUCKASEGEE (1987)
 FB3538
 FB3538                         *CURRENT SURVEY CONTROL
 FB3538  ___________________________________________________________________
 FB3538* NAD 83(2001)-  35 18 26.88864(N)    083 05 22.92635(W)     ADJUSTED  
 FB3538* NAVD 88     -       718.5    (meters)    2357.     (feet)  VERTCON   
 FB3538  ___________________________________________________________________
 FB3538  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FB3538  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 FB3538  HORZ ORDER  -  SECOND
 FB3538
 FB3538.The horizontal coordinates were established by classical geodetic methods
 FB3538.and adjusted by the National Geodetic Survey in August 2005.
 FB3538
 FB3538.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3538
 FB3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3538
 FB3538.The geoid height was determined by GEOID03.
 FB3538
 FB3538;                    North         East     Units Scale Factor Converg.
 FB3538;SPC NC       -   180,429.512   237,814.151   MT  0.99987306   -2 21 37.6
 FB3538;SPC NC       -   591,959.16    780,228.59   sFT  0.99987306   -2 21 37.6
 FB3538;UTM  17      - 3,909,144.027   310,013.203   MT  1.00004484   -1 12 29.3
 FB3538
 FB3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3538!SPC NC       -   0.99989172  x   0.99987306  =   0.99976479
 FB3538!UTM  17      -   0.99989172  x   1.00004484  =   0.99993655
 FB3538
 FB3538                          SUPERSEDED SURVEY CONTROL
 FB3538
 FB3538  NAD 83(1995)-  35 18 26.88868(N)    083 05 22.92608(W) AD(       ) 2
 FB3538  NAD 83(1986)-  35 18 26.89609(N)    083 05 22.92886(W) AD(       ) 2
 FB3538  NGVD 29 (09/18/91)  718.5    (m)         2357.     (f) VERT ANG    3  
 FB3538
 FB3538.Superseded values are not recommended for survey control.
 FB3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3538.See file dsdata.txt to determine how the superseded data were derived.
 FB3538
 FB3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV1001309144(NAD 83)
 FB3538_MARKER: P = PIPE CAP
 FB3538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FB3538_SP_SET: METAL PIPE IMBEDDED IN GROUND
 FB3538_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FB3538
 FB3538  HISTORY     - Date     Condition        Report By
 FB3538  HISTORY     - 1981     MONUMENTED       NCGS
 FB3538
 FB3538                          STATION DESCRIPTION
 FB3538
 FB3538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ESL)
 FB3538'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF TUCKASEGEE
 FB3538'AND 8.7 MILES EAST-SOUTHEAST OF SYLVA.
 FB3538'
 FB3538'TO REACH THE STATION FROM THE INTERSECTION OF NC 107 AND CANEY FORK
 FB3538'ROAD (SR 1737) AT EAST LAPORT, PROCEED EAST ALONG SR 1737 FOR 5.4
 FB3538'MILES TO STATION ON RIGHT IN SHOULDER APPROXIMATELY 350 FEET NORTHWEST
 FB3538'OF OLD BARN.
 FB3538'
 FB3538'STATION MARK IS A STANDARD U.S. FOREST SERVICE CAP STAMPED---CANEY
 FB3538'1981---, SET IN TOP OF A 2 INCH ALUMINUM PIPE, FLUSH WITH THE GROUND
 FB3538'SURFACE.  MARK IS 13.1 FEET EAST OF THE CENTERLINE OF SR 1737 AND 3.3
 FB3538'FEET WEST OF FENCE POST, 39.5 FEET WEST OF 10 INCH TRIPLE LOCUST,
 FB3538'119 FEET SOUTH OF POWER POLE, 88.2 FEET SOUTH-SOUTHEAST OF TELEPHONE
 FB3538'PEDESTAL POST ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4896 ***********************************************************************
 FA4896  DESIGNATION -  CANIPE
 FA4896  PID         -  FA4896
 FA4896  STATE/COUNTY-  NC/CLEVELAND
 FA4896  USGS QUAD   -  SHELBY (1983)
 FA4896
 FA4896                         *CURRENT SURVEY CONTROL
 FA4896  ___________________________________________________________________
 FA4896* NAD 83(2001)-  35 16 14.39833(N)    081 33 05.99874(W)     ADJUSTED  
 FA4896* NAVD 88     -       262.56   (meters)     861.4    (feet)  N HEIGHT  
 FA4896  ___________________________________________________________________
 FA4896  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 FA4896  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 FA4896  DYNAMIC HT  -         262.30  (meters)     860.6   (feet)  COMP
 FA4896  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 FA4896
 FA4896  HORZ ORDER  -  SECOND
 FA4896  VERT ORDER  -  THIRD
 FA4896
 FA4896.The horizontal coordinates were established by classical geodetic methods
 FA4896.and adjusted by the National Geodetic Survey in August 2005.
 FA4896
 FA4896.The orthometric height was determined by differential leveling
 FA4896.and adjusted in July 1999.
 FA4896.The height was determined by precise leveling from only one NSRS
 FA4896.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA4896.allowed ONLY to validate the GPS-derived height.
 FA4896
 FA4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4896
 FA4896.The geoid height was determined by GEOID03.
 FA4896
 FA4896.The dynamic height is computed by dividing the NAVD 88
 FA4896.geopotential number by the normal gravity value computed on the
 FA4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4896.degrees latitude (g = 980.6199 gals.).
 FA4896
 FA4896.The modeled gravity was interpolated from observed gravity values.
 FA4896
 FA4896;                    North         East     Units Scale Factor Converg.
 FA4896;SPC NC       -   171,670.737   377,489.042   MT  0.99987265   -1 28 21.9
 FA4896;SPC NC       -   563,223.08  1,238,478.63   sFT  0.99987265   -1 28 21.9
 FA4896;UTM  17      - 3,903,199.071   449,825.604   MT  0.99963102   -0 19 06.8
 FA4896
 FA4896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4896!SPC NC       -   0.99996378  x   0.99987265  =   0.99983643
 FA4896!UTM  17      -   0.99996378  x   0.99963102  =   0.99959481
 FA4896
 FA4896                          SUPERSEDED SURVEY CONTROL
 FA4896
 FA4896  NAD 83(1986)-  35 16 14.41069(N)    081 33 05.99497(W) AD(       ) 2
 FA4896  NAVD 88 (07/10/98)  262.559  (m)          861.41   (f) UNKNOWN     2 2
 FA4896  NGVD 29 (09/01/92)  262.9    (m)          863.     (f) VERT ANG    3  
 FA4896
 FA4896.Superseded values are not recommended for survey control.
 FA4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4896.See file dsdata.txt to determine how the superseded data were derived.
 FA4896
 FA4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4982603199(NAD 83)
 FA4896_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4896_SP_SET: CONCRETE POST
 FA4896_STAMPING: CANIPE 1985
 FA4896_MARK LOGO: NCGS  
 FA4896_PROJECTION: FLUSH
 FA4896_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FA4896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4896+STABILITY: SURFACE MOTION
 FA4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4896+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 FA4896
 FA4896  HISTORY     - Date     Condition        Report By
 FA4896  HISTORY     - 1985     MONUMENTED       NCGS
 FA4896  HISTORY     - 19950118 MARK NOT FOUND   USPSQD
 FA4896  HISTORY     - 19970408 GOOD             NCGS
 FA4896  HISTORY     - 20041005 GOOD             USPSQD
 FA4896  HISTORY     - 20051129 GOOD             USPSQD
 FA4896
 FA4896                          STATION DESCRIPTION
 FA4896
 FA4896'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985
 FA4896'STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH-SOUTHWEST OF SHELBY.
 FA4896'ALONG NC 18 FOR 1.2 KM (0.7 MI) SOUTHWEST OF US 74, AT THE SOUTH
 FA4896'ENTRANCE OF CANIPE AUTO SALES.
 FA4896'STATION IS LOCATED 8.2 M (26.9 FT) NORTHWEST OF THE CENTERLINE OF NC
 FA4896'18, 5.2 M (17.1 FT) NORTHEAST OF THE CENTERLINE OF A DRIVE, 0.7 M
 FA4896'(2.3 FT) SOUTHWEST OF A METAL FENCE POST, 1.6 M (5.2 FT) NORTHWEST OF
 FA4896'THE NORTH END OF A CONCRETE CULVERT, AND 10.5 M (34.4 FT)
 FA4896'EAST-NORTHEAST OF A SERVICE POLE WITH A REFERENCE TAG.  MARK IS
 FA4896'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH THE HIGHWAY.
 FA4896
 FA4896                          STATION RECOVERY (1995)
 FA4896
 FA4896'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4896'MARK NOT FOUND.
 FA4896
 FA4896                          STATION RECOVERY (1997)
 FA4896
 FA4896'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (PAC)
 FA4896'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. CANIPE AUTO
 FA4896'SALES IS NOW BLUE GRASS INN NO.2. THE METAL FENCE POST AND CONCRETE
 FA4896'CULVERT ARE GONE. STATION IS LOCATED 99.4 FT (30.3 M) SOUTHWEST OF A
 FA4896'POWER POLE WITH REFERENCE TAG.
 FA4896
 FA4896                          STATION RECOVERY (2004)
 FA4896
 FA4896'RECOVERY NOTE BY US POWER SQUADRON 2004
 FA4896'RECOVERED IN GOOD CONDITION.
 FA4896
 FA4896                          STATION RECOVERY (2005)
 FA4896
 FA4896'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA4896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2441 ***********************************************************************
 AH2441  DESIGNATION -  CANIPE
 AH2441  PID         -  AH2441
 AH2441  STATE/COUNTY-  NC/HENDERSON
 AH2441  USGS QUAD   -  HENDERSONVILLE (1990)
 AH2441
 AH2441                         *CURRENT SURVEY CONTROL
 AH2441  ___________________________________________________________________
 AH2441* NAD 83(2001)-  35 20 16.13951(N)    082 29 24.73579(W)     ADJUSTED  
 AH2441* NAVD 88     -       663.7    (meters)    2177.     (feet)  VERTCON   
 AH2441  ___________________________________________________________________
 AH2441  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 AH2441  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AH2441  HORZ ORDER  -  SECOND
 AH2441
 AH2441.The horizontal coordinates were established by classical geodetic methods
 AH2441.and adjusted by the National Geodetic Survey in August 2005.
 AH2441
 AH2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2441
 AH2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2441
 AH2441.The geoid height was determined by GEOID03.
 AH2441
 AH2441;                    North         East     Units Scale Factor Converg.
 AH2441;SPC NC       -   181,713.191   292,407.276   MT  0.99987372   -2 00 52.0
 AH2441;SPC NC       -   596,170.69    959,339.54   sFT  0.99987372   -2 00 52.0
 AH2441;UTM  17      - 3,911,525.465   364,572.524   MT  0.99982602   -0 51 43.4
 AH2441
 AH2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2441!SPC NC       -   0.99990061  x   0.99987372  =   0.99977434
 AH2441!UTM  17      -   0.99990061  x   0.99982602  =   0.99972665
 AH2441
 AH2441                          SUPERSEDED SURVEY CONTROL
 AH2441
 AH2441  NAD 83(1986)-  35 20 16.14516(N)    082 29 24.73531(W) AD(       ) 2
 AH2441  NGVD 29 (07/29/98)  663.8    (m)         2178.     (f) VERT ANG    3  
 AH2441
 AH2441.Superseded values are not recommended for survey control.
 AH2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2441.See file dsdata.txt to determine how the superseded data were derived.
 AH2441
 AH2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6457311525(NAD 83)
 AH2441_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2441_STAMPING: CANIPE 1988
 AH2441_MARK LOGO: NCGS  
 AH2441_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2441+STABILITY: SURFACE MOTION
 AH2441
 AH2441  HISTORY     - Date     Condition        Report By
 AH2441  HISTORY     - 1988     MONUMENTED       NCGS
 AH2441  HISTORY     - 20041114 GOOD             USPSQD
 AH2441
 AH2441                          STATION DESCRIPTION
 AH2441
 AH2441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2441'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF HENDERSONVILLE,
 AH2441'AT THE CALVARY BAPTIST CHURCH. ALONG NC 191 FOR 1.5 MI (2.4 KM)
 AH2441'NORTHWEST FROM US 25, AT THE NORTHERNMOST CORNER OF THE CHURCH PARKING
 AH2441'LOT. MARK IS ABOUT 2 FEET LOWER THAN THE HIGHWAY AND FLUSH WITH THE
 AH2441'GROUND. LOCATED 8.17 M (26.80 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AH2441'HIGHWAY, 11.43 M (37.50 FT) NORTHWEST OF THE CENTERLINE OF THE
 AH2441'NORTHERNMOST ENTRANCE TO CHURCH PARKING LOT, 45.75 M (150.10 FT) NORTH
 AH2441'OF THE NORTH CORNER OF CHURCH BUILDING, 4.79 M (15.72 FT) WEST OF A
 AH2441'CONCRETE CULVERT--AND 15.45 M (50.69 FT) NORTHEAST OF A LIGHT POLE,
 AH2441'13.2 M (43.3 FT) SOUTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS.
 AH2441
 AH2441                          STATION RECOVERY (2004)
 AH2441
 AH2441'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH2441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7642 ***********************************************************************
 AC7642  DESIGNATION -  CANNA
 AC7642  PID         -  AC7642
 AC7642  STATE/COUNTY-  NC/ONSLOW
 AC7642  USGS QUAD   -  JACKSONVILLE NORTH (1978)
 AC7642
 AC7642                         *CURRENT SURVEY CONTROL
 AC7642  ___________________________________________________________________
 AC7642* NAD 83(2001)-  34 45 14.70454(N)    077 25 28.24404(W)     ADJUSTED  
 AC7642* NAVD 88     -         6.171  (meters)      20.25   (feet)  ADJUSTED  
 AC7642  ___________________________________________________________________
 AC7642  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AC7642  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AC7642  DYNAMIC HT  -           6.165 (meters)      20.23  (feet)  COMP
 AC7642  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 AC7642
 AC7642  HORZ ORDER  -  SECOND
 AC7642  VERT ORDER  -  SECOND    CLASS I
 AC7642
 AC7642.The horizontal coordinates were established by classical geodetic methods
 AC7642.and adjusted by the National Geodetic Survey in August 2005.
 AC7642
 AC7642.The orthometric height was determined by differential leveling
 AC7642.and adjusted in April 2001.
 AC7642
 AC7642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7642
 AC7642.The geoid height was determined by GEOID03.
 AC7642
 AC7642.The dynamic height is computed by dividing the NAVD 88
 AC7642.geopotential number by the normal gravity value computed on the
 AC7642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7642.degrees latitude (g = 980.6199 gals.).
 AC7642
 AC7642.The modeled gravity was interpolated from observed gravity values.
 AC7642
 AC7642;                    North         East     Units Scale Factor Converg.
 AC7642;SPC NC       -   112,528.635   753,834.546   MT  0.99991007   +0 54 33.6
 AC7642;SPC NC       -   369,187.70  2,473,205.51   sFT  0.99991007   +0 54 33.6
 AC7642;UTM  18      - 3,848,450.140   278,076.010   MT  1.00020706   -1 22 57.6
 AC7642
 AC7642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7642!SPC NC       -   1.00000485  x   0.99991007  =   0.99991492
 AC7642!UTM  18      -   1.00000485  x   1.00020706  =   1.00021191
 AC7642
 AC7642                          SUPERSEDED SURVEY CONTROL
 AC7642
 AC7642  NAD 83(1986)-  34 45 14.71461(N)    077 25 28.25538(W) AD(       ) 2
 AC7642
 AC7642.Superseded values are not recommended for survey control.
 AC7642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7642.See file dsdata.txt to determine how the superseded data were derived.
 AC7642
 AC7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7807648450(NAD 83)
 AC7642_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7642_STAMPING: CANNA 1985
 AC7642_MARK LOGO: NCGS  
 AC7642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7642+STABILITY: SURFACE MOTION
 AC7642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7642+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 AC7642
 AC7642  HISTORY     - Date     Condition        Report By
 AC7642  HISTORY     - 1985     MONUMENTED       NCGS
 AC7642  HISTORY     - 19980114 GOOD             NCGS
 AC7642  HISTORY     - 20040807 GOOD             GEOCAC
 AC7642
 AC7642                          STATION DESCRIPTION
 AC7642
 AC7642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AC7642'STATION IS LOCATED IN JACKSONVILLE. ALONG NC 24 (JOHNSON BOULEVARD)
 AC7642'FOR 0.2 KM (0.1 MI) SOUTH-SOUTHEAST OF US 17, NEAR AN ABANDONED
 AC7642'RAILROAD CROSSING BETWEEN TWO STREETS (CHANEY AVENUE AND CANNA
 AC7642'STREET). MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL WITH THE
 AC7642'STREET. LOCATED 12.07 M (39.60 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 AC7642'JOHNSON BOULEVARD, 19.66 M (64.50 FT) SOUTH-SOUTHEAST OF THE
 AC7642'CENTERLINE OF CHANEY AVENUE, 34.84 M (114.30 FT) NORTH-NORTHWEST OF A
 AC7642'FIRE HYDRANT, AND 4.39 M (14.40 FT) SOUTH-SOUTHEAST OF A TRAFFIC POLE
 AC7642'WITH A REFERENCE TAG. RECOVERY REPORT OF 1989 SHOWS THAT THE RAILROAD
 AC7642'WAS DISMANTLED AND THE MARK MAY HAVE BEEN SHIFTED SLIGHTLY.
 AC7642
 AC7642                          STATION RECOVERY (1998)
 AC7642
 AC7642'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 AC7642'RECOVERED AS DESCRIBED.
 AC7642
 AC7642                          STATION RECOVERY (2004)
 AC7642
 AC7642'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 AC7642'GPS COORDINATES  34 45 14.7(N) 77 25 28.2(W) (NAD 83)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2688 ***********************************************************************
 FY2688  DESIGNATION -  CANNADY
 FY2688  PID         -  FY2688
 FY2688  STATE/COUNTY-  NC/FRANKLIN
 FY2688  USGS QUAD   -  FRANKLINTON (1978)
 FY2688
 FY2688                         *CURRENT SURVEY CONTROL
 FY2688  ___________________________________________________________________
 FY2688* NAD 83(2001)-  36 07 22.82401(N)    078 23 25.40698(W)     ADJUSTED  
 FY2688* NAVD 88     -       115.3    (meters)     378.     (feet)  VERTCON   
 FY2688  ___________________________________________________________________
 FY2688  LAPLACE CORR-          -7.31  (seconds)                    DEFLEC99
 FY2688  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 FY2688  HORZ ORDER  -  SECOND
 FY2688
 FY2688.The horizontal coordinates were established by classical geodetic methods
 FY2688.and adjusted by the National Geodetic Survey in August 2005.
 FY2688
 FY2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY2688
 FY2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2688
 FY2688.The geoid height was determined by GEOID03.
 FY2688
 FY2688;                    North         East     Units Scale Factor Converg.
 FY2688;SPC NC       -   263,417.678   664,479.350   MT  0.99998811   +0 21 06.7
 FY2688;SPC NC       -   864,229.50  2,180,046.00   sFT  0.99998811   +0 21 06.7
 FY2688;UTM  17      - 4,000,746.110   734,857.053   MT  1.00027968   +1 32 20.8
 FY2688
 FY2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2688!SPC NC       -   0.99998710  x   0.99998811  =   0.99997521
 FY2688!UTM  17      -   0.99998710  x   1.00027968  =   1.00026677
 FY2688
 FY2688:                Primary Azimuth Mark                     Grid Az
 FY2688:SPC NC       -  MITCHINERS                               288 44 54.0
 FY2688:UTM  17      -  MITCHINERS                               287 33 39.9
 FY2688
 FY2688|---------------------------------------------------------------------|
 FY2688| PID    Reference Object                     Distance      Geod. Az  |
 FY2688|                                                           dddmmss.s |
 FY2688| FY2694 MITCHINERS                          417.600 METERS 2890600.7 |
 FY2688|---------------------------------------------------------------------|
 FY2688
 FY2688                          SUPERSEDED SURVEY CONTROL
 FY2688
 FY2688  NAD 83(1993)-  36 07 22.82924(N)    078 23 25.41556(W) AD(       ) 2
 FY2688  NAD 83(1986)-  36 07 22.82821(N)    078 23 25.41882(W) AD(       ) 2
 FY2688  NAD 27      -  36 07 22.28678(N)    078 23 26.42849(W) AD(       ) 2
 FY2688  NGVD 29 (07/19/86)  115.6    (m)          379.     (f) VERT ANG    3  
 FY2688
 FY2688.Superseded values are not recommended for survey control.
 FY2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2688.See file dsdata.txt to determine how the superseded data were derived.
 FY2688
 FY2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA3485700746(NAD 83)
 FY2688_MARKER: DE = TRAVERSE STATION DISK
 FY2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY2688_STAMPING: CANNADY 1969
 FY2688_MARK LOGO: NCGS  
 FY2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2688+STABILITY: SURFACE MOTION
 FY2688
 FY2688  HISTORY     - Date     Condition        Report By
 FY2688  HISTORY     - 1969     MONUMENTED       NCGS
 FY2688  HISTORY     - 1976     GOOD             NCGS
 FY2688
 FY2688                          STATION DESCRIPTION
 FY2688
 FY2688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY2688'CANNADY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY2688'IN THE VICINITY OF FRANKLINTON, NORTH CAROLINA.
 FY2688'
 FY2688'CANNADY IS LOCATED APPROXIMATELY 4.2 MILES ENE OF
 FY2688'FRANKLINTON.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FY2688'NC 56 AND U.S. 1A IN FRANKLINTON, GO EAST ON NC 56 FOR 3.0 MILES
 FY2688'TO INTERSECTION OF NC 56 AND SR 1003, TURN LEFT (NORTH) ON SR
 FY2688'1003 FOR 2.5 MILES TO INTERSECTION OF SR 1003 AND SR 1211
 FY2688'(MITCHINERS CROSS ROADS), TURN RIGHT (EAST) ON SR 1211 FOR
 FY2688'0.1 MILE TO STATION ON SOUTH SIDE OF ROAD (NEAR TWO STORY WHITE
 FY2688'HOUSE), IN NORTHEAST SECTION OF YARD OWNED BY J. M. CANNADY,
 FY2688'JR.
 FY2688'
 FY2688'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY2688'CANNADY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY2688'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FY2688'
 FY2688'MARK IS
 FY2688'
 FY2688'80.8 FT SW OF C/L OF SR 1211.
 FY2688'
 FY2688'55.6 FT N OF 14 INCH PEAR TREE.
 FY2688'
 FY2688'59.2 FT ENE OF 30 INCH OAK TREE.
 FY2688'
 FY2688'36.1 FT SSE OF 16 INCH OAK TREE.
 FY2688'
 FY2688'61.4 FT. E OF NE CORNER OF TWO STORY WHITE FRAME BUILDING.
 FY2688'
 FY2688'130.9 FT WSW OF PP WITH ALUMINUM REF. TAG.
 FY2688'
 FY2688'2.0 FT. NW OF EDGE OF FIELD.
 FY2688
 FY2688                          STATION RECOVERY (1976)
 FY2688
 FY2688'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 FY2688'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 FY2688'
 FY2688'THE TREES MENTIONED IN REFERENCES HAVE ALL BEEN TAGGED.  LINE OF SIGHT
 FY2688'TO STATION MITCHINERS IS BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2107 ***********************************************************************
 EZ2107  DESIGNATION -  CANNON
 EZ2107  PID         -  EZ2107
 EZ2107  STATE/COUNTY-  NC/MOORE
 EZ2107  USGS QUAD   -  NIAGARA (1983)
 EZ2107
 EZ2107                         *CURRENT SURVEY CONTROL
 EZ2107  ___________________________________________________________________
 EZ2107* NAD 83(2001)-  35 13 17.18601(N)    079 19 31.88834(W)     ADJUSTED  
 EZ2107* NAVD 88     -       121.779  (meters)     399.54   (feet)  ADJUSTED  
 EZ2107  ___________________________________________________________________
 EZ2107  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 EZ2107  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 EZ2107  DYNAMIC HT  -         121.671 (meters)     399.18  (feet)  COMP
 EZ2107  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 EZ2107
 EZ2107  HORZ ORDER  -  SECOND
 EZ2107  VERT ORDER  -  FIRST     CLASS II
 EZ2107
 EZ2107.The horizontal coordinates were established by classical geodetic methods
 EZ2107.and adjusted by the National Geodetic Survey in August 2005.
 EZ2107
 EZ2107.The orthometric height was determined by differential leveling
 EZ2107.and adjusted in June 1991.
 EZ2107
 EZ2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2107
 EZ2107.The geoid height was determined by GEOID03.
 EZ2107
 EZ2107.The dynamic height is computed by dividing the NAVD 88
 EZ2107.geopotential number by the normal gravity value computed on the
 EZ2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2107.degrees latitude (g = 980.6199 gals.).
 EZ2107
 EZ2107.The modeled gravity was interpolated from observed gravity values.
 EZ2107
 EZ2107;                    North         East     Units Scale Factor Converg.
 EZ2107;SPC NC       -   163,275.373   579,968.785   MT  0.99987273   -0 11 16.4
 EZ2107;SPC NC       -   535,679.29  1,902,780.92   sFT  0.99987273   -0 11 16.4
 EZ2107;UTM  17      - 3,898,884.957   652,393.195   MT  0.99988621   +0 57 57.3
 EZ2107
 EZ2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2107!SPC NC       -   0.99998587  x   0.99987273  =   0.99985860
 EZ2107!UTM  17      -   0.99998587  x   0.99988621  =   0.99987208
 EZ2107
 EZ2107:                Primary Azimuth Mark                     Grid Az
 EZ2107:SPC NC       -  SAWS                                     041 24 10.7
 EZ2107:UTM  17      -  SAWS                                     040 14 57.0
 EZ2107
 EZ2107|---------------------------------------------------------------------|
 EZ2107| PID    Reference Object                     Distance      Geod. Az  |
 EZ2107|                                                           dddmmss.s |
 EZ2107| EZ2105 SAWS                                APPROX. 2.2 KM 0411254.3 |
 EZ2107|---------------------------------------------------------------------|
 EZ2107
 EZ2107                          SUPERSEDED SURVEY CONTROL
 EZ2107
 EZ2107  NAD 83(1986)-  35 13 17.17552(N)    079 19 31.88618(W) AD(       ) 2
 EZ2107  NAD 27      -  35 13 16.61134(N)    079 19 32.78268(W) AD(       ) 2
 EZ2107  NGVD 29 (10/06/93)  122.023  (m)          400.34   (f) ADJUSTED    1 2
 EZ2107
 EZ2107.Superseded values are not recommended for survey control.
 EZ2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2107.See file dsdata.txt to determine how the superseded data were derived.
 EZ2107
 EZ2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU5239398885(NAD 83)
 EZ2107_MARKER: DE = TRAVERSE STATION DISK
 EZ2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2107_SP_SET: CONCRETE POST
 EZ2107_STAMPING: CANNON 1972
 EZ2107_MARK LOGO: NCGS  
 EZ2107_PROJECTION: RECESSED 5 CENTIMETERS
 EZ2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2107+STABILITY: SURFACE MOTION
 EZ2107
 EZ2107  HISTORY     - Date     Condition        Report By
 EZ2107  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2107  HISTORY     - 1980     GOOD             NCGS
 EZ2107  HISTORY     - 1980     GOOD             NCGS
 EZ2107
 EZ2107                          STATION DESCRIPTION
 EZ2107
 EZ2107'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2107'CANNON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2107'VICINITY OF VASS, NORTH CAROLINA.
 EZ2107'
 EZ2107'CANNON IS LOCATED APPROXIMATELY 3.4 MILES SOUTHWEST OF VASS AND 5.0
 EZ2107'MILES NORTHEAST OF SOUTHERN PINES.  TO REACH STATION FROM THE
 EZ2107'INTERSECTION OF US 1 AND SR 2026 IN COMMUNITY OF SKYLINE, PROCEED
 EZ2107'NORTH ALONG US 1 FOR 0.95 MILE TO STATION ON LEFT.  1.65 MILES
 EZ2107'SOUTH FROM INTERSECTION WITH SR 1853 IN SMALL COMMUNITY OF
 EZ2107'LAKEVIEW.  AND APPROXIMATELY 300 FEET EAST OF A BRICK RESIDENCE.
 EZ2107'
 EZ2107'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CANNON
 EZ2107'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2
 EZ2107'INCHES BELOW THE GROUND.
 EZ2107'
 EZ2107'MARK IS
 EZ2107'29.8 FEET WNW OF C/L OF US 1 S BOUND LANE.
 EZ2107'30.4 FEET NE OF C/L OF DIRT LANE NW.
 EZ2107'68.0 FEET S OF BRACE POLE NO. T WITH ALUMINUM REF. TAG.
 EZ2107'24.4 FEET E OF SOUTHEASTERNMOST POST OF BILLBOARD AND WITH
 EZ2107'ALUMINUM REF. TAG.
 EZ2107'33.0 FEET ENE OF SE POST OF SMALL SIGN WITH ALUMINUM
 EZ2107'REF. TAG.
 EZ2107
 EZ2107                          STATION RECOVERY (1980)
 EZ2107
 EZ2107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2107'THE STATION WAS RECOVERED IN GOOD CONDITION.
 EZ2107'
 EZ2107'THE STATION IS LOCATED APPROXIMATELY 3.6 MILES SOUTHWEST OF VASS.
 EZ2107'
 EZ2107'TO REACH THE STATION FROM THE INTERSECTION OF US 1 AND SR 1853 AT
 EZ2107'LAKEVIEW, PROCEED SOUTHWEST ALONG US 1 FOR 1.8 MILES TO A FIELD ROAD
 EZ2107'ENTRANCE BY A FRUIT STAND ON THE RIGHT AND STATION.
 EZ2107'
 EZ2107'THE STATION MARK IS A STANDARD DISK STAMPED---CANNON 1972--- SET IN
 EZ2107'THE TOP OF AN 8 INCH CONCRETE CYLINDER, WHITH IS 2 INCHES BELOW THE
 EZ2107'GROUND SURFACE.  THE MARK IS 29.8 FEET WEST-NORTHWEST OF THE
 EZ2107'CENTERLINE OF SOUTHBOUND LANES, 24.4 FEET NORTHEAST OF THE CENTERLINE
 EZ2107'OF A FIELD ROAD, 68 FEET SOUTH OF BRACE POLE NO T WITH REFERENCE TAG
 EZ2107'AND 136.4 FEET NORTHEAST ALONG THE EDGE OF THE HIGHWAY FROM A POINT
 EZ2107'PERPENDICULAR TO THE CENTER OF A CROSSOVER.
 EZ2107
 EZ2107                          STATION RECOVERY (1980)
 EZ2107
 EZ2107'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2107'3.6 MI SW FROM VASS.
 EZ2107'1.8 MILES SOUTHWEST ALONG U.S. 1 FROM INTERSECTION WITH SR 1853 IN
 EZ2107'LAKEVIEW, IN WEST SHOULDER OF HIGHWAY AT A FIELD ROAD ENTRANCE BY A
 EZ2107'FRUIT AND VEGETABLE STAND, 29.8 FEET WEST-NORTHWEST OF CENTERLINE OF
 EZ2107'SOUTHBOUND LANES, 68.0 FEET SOUTH OF BRACE POLE-T-WITH REFERENCE TAG,
 EZ2107'24.4 FEET NORTHEAST OF CENTERLINE OF FIELD ROAD AND 136.4 FEET
 EZ2107'NORTHEAST ALONG EDGE OF HIGHWAY FROM POINT PERPENDICULAR TO CENTER
 EZ2107'OF CROSSOVER.
 EZ2107'THE MARK IS 0.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1839 ***********************************************************************
 EY1839  DESIGNATION -  CANNON
 EY1839  PID         -  EY1839
 EY1839  STATE/COUNTY-  NC/PITT
 EY1839  USGS QUAD   -  GREENVILLE SW (1981)
 EY1839
 EY1839                         *CURRENT SURVEY CONTROL
 EY1839  ___________________________________________________________________
 EY1839* NAD 83(2001)-  35 33 23.94050(N)    077 24 22.44321(W)     ADJUSTED  
 EY1839* NAVD 88     -        22.123  (meters)      72.58   (feet)  ADJUSTED  
 EY1839  ___________________________________________________________________
 EY1839  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 EY1839  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 EY1839  DYNAMIC HT  -          22.104 (meters)      72.52  (feet)  COMP
 EY1839  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 EY1839
 EY1839  HORZ ORDER  -  SECOND
 EY1839  VERT ORDER  -  SECOND    CLASS II
 EY1839
 EY1839.The horizontal coordinates were established by classical geodetic methods
 EY1839.and adjusted by the National Geodetic Survey in August 2005.
 EY1839
 EY1839.The orthometric height was determined by differential leveling
 EY1839.and adjusted in June 1991.
 EY1839
 EY1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1839
 EY1839.The geoid height was determined by GEOID03.
 EY1839
 EY1839.The dynamic height is computed by dividing the NAVD 88
 EY1839.geopotential number by the normal gravity value computed on the
 EY1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1839.degrees latitude (g = 980.6199 gals.).
 EY1839
 EY1839.The modeled gravity was interpolated from observed gravity values.
 EY1839
 EY1839;                    North         East     Units Scale Factor Converg.
 EY1839;SPC NC       -   201,572.750   754,078.442   MT  0.99988670   +0 55 11.5
 EY1839;SPC NC       -   661,326.60  2,474,005.69   sFT  0.99988670   +0 55 11.5
 EY1839;UTM  18      - 3,937,440.320   281,903.559   MT  1.00018620   -1 23 59.3
 EY1839
 EY1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1839!SPC NC       -   1.00000216  x   0.99988670  =   0.99988886
 EY1839!UTM  18      -   1.00000216  x   1.00018620  =   1.00018836
 EY1839
 EY1839                          SUPERSEDED SURVEY CONTROL
 EY1839
 EY1839  NAD 83(1986)-  35 33 23.94895(N)    077 24 22.44574(W) AD(       ) 2
 EY1839  NGVD 29 (10/26/90)   22.47   (m)           73.7    (f) LEVELING    3  
 EY1839
 EY1839.Superseded values are not recommended for survey control.
 EY1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1839.See file dsdata.txt to determine how the superseded data were derived.
 EY1839
 EY1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE8190437440(NAD 83)
 EY1839_MARKER: DE = TRAVERSE STATION DISK
 EY1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1839_SP_SET: CONCRETE POST
 EY1839_STAMPING: CANNON 1979
 EY1839_MARK LOGO: NCGS  
 EY1839_PROJECTION: FLUSH
 EY1839_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EY1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1839+STABILITY: SURFACE MOTION
 EY1839
 EY1839  HISTORY     - Date     Condition        Report By
 EY1839  HISTORY     - 1979     MONUMENTED       NCGS
 EY1839  HISTORY     - 1980     GOOD             NCGS
 EY1839  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 EY1839
 EY1839                          STATION DESCRIPTION
 EY1839
 EY1839'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB)
 EY1839'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF GREENVILLE
 EY1839'AND 2.0 MILES NORTH OF WINTERVILLE.
 EY1839'
 EY1839'TO REACH STATION FROM INTERSECTION OF NC 11 WITH US 264 BYPASS AT THE
 EY1839'SOUTH SIDE OF GREENVILLE, PROCEED SOUTHERLY ALONG NC 11 FOR 1.1 MILES
 EY1839'TO STATION IN THE MEDIAN AT THE NORTH SIDE OF THE SR 1131 CROSSOVER.
 EY1839'
 EY1839'STATION MARK IS A STANDARD DISK STAMPED---CANNON 1979---SET IN TOP
 EY1839'OF A 10 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH GROUND SURFACE.
 EY1839'THE MARK IS 19.2 FEET WEST OF CENTERLINE OF NORTH BOUND LANE, 102.5
 EY1839'FEET NORTH OF CENTERLINE OF CROSSOVER, 52.3 FEET NORTHWEST OF CENTER
 EY1839'OF METAL DRAINAGE COVER, 87.0 FEET EAST-SOUTHEAST OF POWER POLE WITH
 EY1839'REFERENCE TAG AND 226.4 FEET SOUTH OF CENTER OF METAL DRAINAGE COVER.
 EY1839
 EY1839                          STATION RECOVERY (1980)
 EY1839
 EY1839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EY1839'2.0 MI NORTH FROM WINTERVILLE.
 EY1839'1.1 MILES SOUTH ALONG N.C. 11 FROM THE INTERSECTION WITH U.S. 264
 EY1839'BYPASS IN SOUTH SIDE OF GREENVILLE, IN MEDIAN AT NORTH SIDE OF
 EY1839'SR 1131 CROSSOVER, 19.2 FEET WEST OF CENTERLINE OF NORTH BOUND LANES
 EY1839'OF HIGHWAY, 102.5 FEET NORTH OF CENTERLINE OF CROSSOVER, 52.3 FEET
 EY1839'NORTHWEST OF CENTER OF DROP INLET AT EAST SIDE OF HIGHWAY, 87.0
 EY1839'FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE TAG AND 226.4 FEET
 EY1839'SOUTH OF CENTER OF DROP INLET IN MEDIAN.
 EY1839'THE MARK IS 2 FT BELOW HIGHWAY.
 EY1839
 EY1839                          STATION RECOVERY (1996)
 EY1839
 EY1839'RECOVERY NOTE BY US POWER SQUADRON 1996
 EY1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0543 ***********************************************************************
 EZ0543  DESIGNATION -  CANNON
 EZ0543  PID         -  EZ0543
 EZ0543  STATE/COUNTY-  NC/HARNETT
 EZ0543  USGS QUAD   -  DUNN (1981)
 EZ0543
 EZ0543                         *CURRENT SURVEY CONTROL
 EZ0543  ___________________________________________________________________
 EZ0543* NAD 83(2001)-  35 17 59.00102(N)    078 37 03.59901(W)     ADJUSTED  
 EZ0543* NAVD 88     -        61.444  (meters)     201.59   (feet)  ADJUSTED  
 EZ0543  ___________________________________________________________________
 EZ0543  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 EZ0543  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 EZ0543  DYNAMIC HT  -          61.388 (meters)     201.40  (feet)  COMP
 EZ0543  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 EZ0543
 EZ0543  HORZ ORDER  -  SECOND
 EZ0543  VERT ORDER  -  SECOND    CLASS II
 EZ0543
 EZ0543.The horizontal coordinates were established by classical geodetic methods
 EZ0543.and adjusted by the National Geodetic Survey in August 2005.
 EZ0543
 EZ0543.The orthometric height was determined by differential leveling
 EZ0543.and adjusted in June 1991.
 EZ0543
 EZ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0543
 EZ0543.The geoid height was determined by GEOID03.
 EZ0543
 EZ0543.The dynamic height is computed by dividing the NAVD 88
 EZ0543.geopotential number by the normal gravity value computed on the
 EZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0543.degrees latitude (g = 980.6199 gals.).
 EZ0543
 EZ0543.The modeled gravity was interpolated from observed gravity values.
 EZ0543
 EZ0543;                    North         East     Units Scale Factor Converg.
 EZ0543;SPC NC       -   171,977.659   644,371.504   MT  0.99987294   +0 13 14.4
 EZ0543;SPC NC       -   564,230.04  2,114,075.51   sFT  0.99987294   +0 13 14.4
 EZ0543;UTM  17      - 3,908,885.176   716,617.117   MT  1.00017830   +1 22 37.8
 EZ0543
 EZ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0543!SPC NC       -   0.99999565  x   0.99987294  =   0.99986859
 EZ0543!UTM  17      -   0.99999565  x   1.00017830  =   1.00017395
 EZ0543
 EZ0543:                Primary Azimuth Mark                     Grid Az
 EZ0543:SPC NC       -  GAS                                      217 03 14.0
 EZ0543:UTM  17      -  GAS                                      215 53 50.6
 EZ0543
 EZ0543|---------------------------------------------------------------------|
 EZ0543| PID    Reference Object                     Distance      Geod. Az  |
 EZ0543|                                                           dddmmss.s |
 EZ0543| EZ4691 GAS                                 APPROX. 0.8 KM 2171628.4 |
 EZ0543|---------------------------------------------------------------------|
 EZ0543
 EZ0543                          SUPERSEDED SURVEY CONTROL
 EZ0543
 EZ0543  NAD 83(1986)-  35 17 59.00629(N)    078 37 03.60928(W) AD(       ) 2
 EZ0543  NAD 27      -  35 17 58.42158(N)    078 37 04.55092(W) AD(       ) 2
 EZ0543  NGVD 29 (??/??/92)   61.720  (m)          202.49   (f) ADJ UNCH    2 2
 EZ0543
 EZ0543.Superseded values are not recommended for survey control.
 EZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0543.See file dsdata.txt to determine how the superseded data were derived.
 EZ0543
 EZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1661708885(NAD 83)
 EZ0543_MARKER: DE = TRAVERSE STATION DISK
 EZ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0543_STAMPING: CANNON 1965
 EZ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0543+STABILITY: SURFACE MOTION
 EZ0543
 EZ0543  HISTORY     - Date     Condition        Report By
 EZ0543  HISTORY     - 1965     MONUMENTED       NCGS
 EZ0543  HISTORY     - 1974     GOOD             NCGS
 EZ0543
 EZ0543                          STATION DESCRIPTION
 EZ0543
 EZ0543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ0543'CANNON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0543'IN THE VICINITY OF DUNN, NORTH CAROLINA.
 EZ0543'
 EZ0543'CANNON IS 0.8 MILES SW OF DUNN.  LOCATED 0.7 MILES SW ALONG
 EZ0543'S. RAILROAD ST. FROM CUMBERLAND ST. (U.S. 421).  1.4 MILES NE
 EZ0543'OF SR 1780 AT THE OVERHEAD RR SIGNAL LIGHTS.  AND ON E. SIDE OF
 EZ0543'ACL RR TRACKS.
 EZ0543'
 EZ0543'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0543'CANNON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ0543'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ0543'
 EZ0543'MARK IS
 EZ0543'
 EZ0543'12.5 FT E OF E RAIL OF ACL RR
 EZ0543'
 EZ0543'27.1 FT SW OF TP F4 WITH ALUMINUM REF. TAG
 EZ0543'
 EZ0543'26.4 FT S OF SIGNAL LAMP 1866
 EZ0543'
 EZ0543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ0543
 EZ0543                          STATION RECOVERY (1974)
 EZ0543
 EZ0543'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0543'IN DUNN.
 EZ0543'TO REACH STATION FROM THE INTERSECTION OF U.S. 421 AND NC 55
 EZ0543'WITH U.S. 301 IN DUNN, PROCEED NW ALONG U.S. 421 - NC 55 FOR
 EZ0543'0.10 MILE TO THE INTERSECTION WITH SOUTH RAILROAD AVENUE, TURN
 EZ0543'LEFT AND CONTINUE SW ALONG SOUTH RAILROAD AVENUE FOR 0.70 MILE
 EZ0543'TO RR SIGNAL LIGHTS ABOVE TRACKS, AND STATION ON SE SIDE OF
 EZ0543'TRACKS, 12.5 FT SE OF EAST RAIL, 26.4 FT SOUTH OF METAL SIGNAL
 EZ0543'POST 1866, AND 27.1 FT SW OF TP F4 WITH ALUMINUM REF. TAG.
 EZ0543'DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2518 ***********************************************************************
 FA2518  DESIGNATION -  CANNON
 FA2518  PID         -  FA2518
 FA2518  STATE/COUNTY-  NC/MECKLENBURG
 FA2518  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA2518
 FA2518                         *CURRENT SURVEY CONTROL
 FA2518  ___________________________________________________________________
 FA2518* NAD 83(2001)-  35 14 35.82812(N)    080 53 41.58823(W)     ADJUSTED  
 FA2518* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 FA2518  ___________________________________________________________________
 FA2518  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 FA2518  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA2518  HORZ ORDER  -  SECOND
 FA2518
 FA2518.The horizontal coordinates were established by classical geodetic methods
 FA2518.and adjusted by the National Geodetic Survey in August 2005.
 FA2518
 FA2518.The orthometric height was scaled from a topographic map.
 FA2518
 FA2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2518
 FA2518.The geoid height was determined by GEOID03.
 FA2518
 FA2518;                    North         East     Units Scale Factor Converg.
 FA2518;SPC NC       -   167,295.854   437,166.571   MT  0.99987260   -1 05 37.2
 FA2518;SPC NC       -   548,869.81  1,434,270.66   sFT  0.99987260   -1 05 37.2
 FA2518;UTM  17      - 3,900,028.116   509,563.386   MT  0.99960113   +0 03 38.4
 FA2518
 FA2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2518!SPC NC       -   0.99996731  x   0.99987260  =   0.99983991
 FA2518!UTM  17      -   0.99996731  x   0.99960113  =   0.99956845
 FA2518
 FA2518:                Primary Azimuth Mark                     Grid Az
 FA2518:SPC NC       -  WAYS                                     006 19 17.5
 FA2518:UTM  17      -  WAYS                                     005 10 01.9
 FA2518
 FA2518|---------------------------------------------------------------------|
 FA2518| PID    Reference Object                     Distance      Geod. Az  |
 FA2518|                                                           dddmmss.s |
 FA2518| FA0508 WAYS                                APPROX. 5.4 KM 0051340.3 |
 FA2518| FA2397 CHARLOTTE RADIO STA WSOC MAST       APPROX. 6.4 KM 0895705.7 |
 FA2518| FA2395 CHARLOTTE E MUNICIPAL TANK          APPROX. 8.2 KM 0971544.6 |
 FA2518| FA2517 CANNON AIRPORT BEACON                52.885 METERS 10353     |
 FA2518| FA2399 CHARLOTTE SE MUNICIPAL TANK         APPROX. 7.9 KM 1152539.9 |
 FA2518| FA2398 CHARLOTTE S MUNICIPAL TANK          APPROX. 5.2 KM 1420225.0 |
 FA2518| FA3750 CANNON RM 1                          48.798 METERS 15844     |
 FA2518| FA2521 CHARLOTTE DOUGLAS MUN APT TANK      APPROX. 4.6 KM 2263547.9 |
 FA2518| FA3751 CANNON RM 2                          25.951 METERS 23122     |
 FA2518| FA3749 CANNON AZ MK                                       2630835.9 |
 FA2518| FA3107 RADIO STATION WBT FM MAST           APPROX.20.9 KM 2864242.2 |
 FA2518|---------------------------------------------------------------------|
 FA2518
 FA2518                          SUPERSEDED SURVEY CONTROL
 FA2518
 FA2518  NAD 83(1986)-  35 14 35.84544(N)    080 53 41.59720(W) AD(       ) 2
 FA2518  NAD 27      -  35 14 35.33300(N)    080 53 42.33800(W) AD(       ) 2
 FA2518
 FA2518.Superseded values are not recommended for survey control.
 FA2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2518.See file dsdata.txt to determine how the superseded data were derived.
 FA2518
 FA2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV0956300028(NAD 83)
 FA2518_MARKER: DS = TRIANGULATION STATION DISK
 FA2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2518
 FA2518  HISTORY     - Date     Condition        Report By
 FA2518  HISTORY     - 1948     MONUMENTED       CGS
 FA2518  HISTORY     - 1957     GOOD             CGS
 FA2518  HISTORY     - 1965     MARK NOT FOUND   CGS
 FA2518  HISTORY     - 19960214 MARK NOT FOUND   USPSQD
 FA2518
 FA2518                          STATION DESCRIPTION
 FA2518
 FA2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2518'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CHARLOTTE ON
 FA2518'THE CANNON AIRPORT.  IT IS 39 FEET SOUTHWEST OF THE SOUTHWEST
 FA2518'CORNER OF HANGAR NO. 1, 12 FEET SOUTH OF A FENCELINE AND 11
 FA2518'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 FA2518'DISK IS STAMPED CANNON 1948.
 FA2518'
 FA2518'REFERENCE MARK NO. 1 IS 160.10 FEET SOUTHEAST OF THE
 FA2518'STATION.  IT IS 134 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FA2518'HANGAR NO. 1 AND 78 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 FA2518'OF HANGAR NO. 1.  THE MARK IS SET FLUSH IN A DRILL HOLE IN THE
 FA2518'CONCRETE APRON AND THE DISK IS STAMPED CANNON NO 1 1948.
 FA2518'
 FA2518'REFERENCE MARK NO. 2 IS 85.14 FEET SOUTHWEST OF THE
 FA2518'STATION.  IT IS 107 FEET SOUTH OF THE SOUTHWEST CORNER OF
 FA2518'HANGAR NO. 1.  THE MARK IS SET FLUSH IN A DRILL HOLE IN THE
 FA2518'APRON AND THE DISK IS STAMPED CANNON NO 2 1948.
 FA2518'
 FA2518'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION.  IT IS 18
 FA2518'FEET EAST OF THE CENTER OF PAVED ROAD, 6 FEET NORTHWEST OF A
 FA2518'WHITE WITNESS POST AND 4 FEET EAST OF A FENCE LINE.  THE MARK
 FA2518'PROJECTS 3 INCHES AND THE DISK IS STAMPED CANNON 1948.
 FA2518'
 FA2518'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 FA2518'NO. 74, 29, 21 AND STATE HIGHWAY NO. 27 IN CHARLOTTE, GO
 FA2518'NORTHWEST ON STATE HIGHWAY NO. 27 FOR 2.1 MILES TO A FORK IN
 FA2518'ROAD, TAKE EXTREME LEFT FORK AND GO SOUTH FOR 0.3 MILE TO
 FA2518'AIRPORT AND STATION AS DESCRIBED.
 FA2518'
 FA2518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 FA2518'RUNWAY FOR 0.15 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 FA2518'
 FA2518'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 FA2518
 FA2518                          STATION RECOVERY (1957)
 FA2518
 FA2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 FA2518'STATION AND REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED.  A
 FA2518'THOROUGH SEARCH WAS NOT MADE FOR REFERENCE MARK NO. 2 DUE TO
 FA2518'HEAVY EQUIPMENT IN THE IMMEDIATE VICINITY.  HOWEVER IT APPEARS
 FA2518'UNLIKELY TO HAVE BEEN DISTURBED.  NO SEARCH WAS MADE FOR THE
 FA2518'AZIMUTH MARK.
 FA2518'
 FA2518'THE GROUND SURROUNDING THE STATION HAS BEEN SURFACED AND
 FA2518'THE STATION MARK WAS COVERED BY A TWO INCH LAYER OF ASPHALT.
 FA2518'
 FA2518'THE AIRPORT IS NO LONGER IN OPERATION AND THE BUILDINGS AND
 FA2518'GROUNDS HAVE BEEN TAKEN OVER BY TRUCKING COMPANIES.
 FA2518
 FA2518                          STATION RECOVERY (1965)
 FA2518
 FA2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2518'NOT RECOVERED.  THE HANGARS OF THE FORMER AIRPORT HAVE BEEN
 FA2518'TAKEN OVER BY A TRUCK TERMINAL AND HEAVY EQUIPMENT
 FA2518'OPERATORS.  MEASUREMENTS INDICATE THE STATION MARK SHOULD BE
 FA2518'IN AN AREA OF HEAVIEST TRAVEL.  THE AZIMUTH MARK IS DESTROYED,
 FA2518'A NEW HIGHWAY RUNS THROUGH THE SITE.
 FA2518
 FA2518                          STATION RECOVERY (1996)
 FA2518
 FA2518'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX0701 ***********************************************************************
 FX0701  DESIGNATION -  CANNON RESET
 FX0701  PID         -  FX0701
 FX0701  STATE/COUNTY-  NC/CHOWAN
 FX0701  USGS QUAD   -  MINTONSVILLE (1982)
 FX0701
 FX0701                         *CURRENT SURVEY CONTROL
 FX0701  ___________________________________________________________________
 FX0701* NAD 83(2001)-  36 16 11.67350(N)    076 40 20.60637(W)     ADJUSTED  
 FX0701* NAVD 88     -         2.652  (meters)       8.70   (feet)  POSTED    
 FX0701  ___________________________________________________________________
 FX0701  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 FX0701  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 FX0701  DYNAMIC HT  -           2.650 (meters)       8.69  (feet)  COMP
 FX0701  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 FX0701
 FX0701  HORZ ORDER  -  SECOND
 FX0701  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FX0701
 FX0701.The horizontal coordinates were established by classical geodetic methods
 FX0701.and adjusted by the National Geodetic Survey in August 2005.
 FX0701
 FX0701.The orthometric height was determined by differential leveling
 FX0701.and adjusted by the  in 1992.
 FX0701.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FX0701.was located on a no-check spur therefore a value was not computed.
 FX0701.No vertical observational check was made to the station.
 FX0701
 FX0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX0701
 FX0701.The geoid height was determined by GEOID03.
 FX0701
 FX0701.The dynamic height is computed by dividing the NAVD 88
 FX0701.geopotential number by the normal gravity value computed on the
 FX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX0701.degrees latitude (g = 980.6199 gals.).
 FX0701
 FX0701.The modeled gravity was interpolated from observed gravity values.
 FX0701
 FX0701;                    North         East     Units Scale Factor Converg.
 FX0701;SPC NC       -   282,001.960   818,736.802   MT  1.00003045   +1 20 36.3
 FX0701;SPC NC       -   925,201.43  2,686,138.99   sFT  1.00003045   +1 20 36.3
 FX0701;UTM  18      - 4,015,183.209   349,780.241   MT  0.99987804   -0 59 22.4
 FX0701
 FX0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX0701!SPC NC       -   1.00000529  x   1.00003045  =   1.00003574
 FX0701!UTM  18      -   1.00000529  x   0.99987804  =   0.99988332
 FX0701
 FX0701|---------------------------------------------------------------------|
 FX0701| PID    Reference Object                     Distance      Geod. Az  |
 FX0701|                                                           dddmmss.s |
 FX0701| FX4633 CANNON RM 1                          53.730 METERS 18432     |
 FX0701| FX4634 CANNON RM 2                          54.310 METERS 25747     |
 FX0701| FX3817 WOODLEY LIGHT                       APPROX. 1.7 KM 2642111.4 |
 FX0701| FX3801 CAT                                 APPROX. 4.0 KM 3352054.3 |
 FX0701|---------------------------------------------------------------------|
 FX0701
 FX0701                          SUPERSEDED SURVEY CONTROL
 FX0701
 FX0701  NAD 83(1993)-  36 16 11.67546(N)    076 40 20.61773(W) AD(       ) 2
 FX0701  NAD 83(1986)-  36 16 11.68253(N)    076 40 20.62053(W) AD(       ) 2
 FX0701  NAD 27      -  36 16 11.12000(N)    076 40 21.80900(W) AD(       ) 2
 FX0701  NGVD 29 (??/??/92)    2.97   (m)            9.7    (f) COMPUTED    2 0
 FX0701
 FX0701.Superseded values are not recommended for survey control.
 FX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX0701.See file dsdata.txt to determine how the superseded data were derived.
 FX0701
 FX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF4978015183(NAD 83)
 FX0701_MARKER: DH = HORIZONTAL CONTROL DISK
 FX0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX0701_STAMPING: CANNON 1932 1963
 FX0701_MARK LOGO: CGS   
 FX0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 FX0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FX0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FX0701+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1994
 FX0701
 FX0701  HISTORY     - Date     Condition        Report By
 FX0701  HISTORY     - 1963     MONUMENTED       CGS
 FX0701  HISTORY     - 1963     GOOD             CGS
 FX0701  HISTORY     - 1965     GOOD             CGS
 FX0701  HISTORY     - 19940131 SEE DESCRIPTION  NCGS
 FX0701
 FX0701                          STATION DESCRIPTION
 FX0701
 FX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX0701'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 FX0701'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT COULD NOT BE FOUND AND
 FX0701'IS BELIEVED TO HAVE BEEN DESTROYED.  A LOT OF DIRT WAS REMOVED
 FX0701'FROM THE AREA OF THE STATION MARK LEAVING THE SURFACE MARK LOOSE
 FX0701'IN THE GROUND AND PROJECTING 3 FEET. THE UNDERGROUND MARK WAS
 FX0701'RECOVERED IN GOOD CONDITION.  BOTH THE UNDERGROUND MARK AND THE
 FX0701'SURFACE MARK WERE LOWERED 3 TO 4 FEET AND REMAIN IN THE SAME
 FX0701'HORIZONTAL POSITION. A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 FX0701'
 FX0701'THE STATION IS LOCATED ON THE EAST SHORE OF THE CHOWAN RIVER,
 FX0701'ABOUT 2.3 MILES NORTHEAST OF THE MOUTH OF DILLARD CREEK, 0.8 MILE
 FX0701'SOUTHEAST OF THE SOUTH END OF HOLIDAY ISLAND AND AT A SMALL
 FX0701'COMMUNITY CALLED CANNON FERRY.  IT IS ON PROPERTY OWNED BY
 FX0701'STANDARD PRODUCTS OF NORTH CAROLINA INC. A MR. A.T. BELCH IS THE
 FX0701'MANAGER AND KNOWS THE LOCATION OF THE MARKS.
 FX0701'
 FX0701'TO REACH THE STATION FROM THE POST OFFICE IN TYNER, GO WEST ON
 FX0701'COUNTY ROAD NUMBER 1002 FOR 2.8 MILES TO NORTH CAROLINA STATE
 FX0701'HIGHWAY 32, TURN RIGHT ON STATE HIGHWAY 32 AND GO NORTH FOR 2.7
 FX0701'MILES TO A CROSSROAD, TURN LEFT ON COUNTY ROAD 1231 AND GO EAST
 FX0701'FOR 1.1 MILES TO THE SMALL COMMUNITY OF CANNON FERRY AND THE MARK
 FX0701'AS DESCRIBED.
 FX0701'
 FX0701'THE STATION MARK IS 80 FEET EAST OF THE NORTHEAST CORNER OF A NEW
 FX0701'CANNING FACTORY, 60 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY
 FX0701'ROAD NUMBER 1231,28.0 FEET SOUTHWEST OF POWER LINE POLE NUMBER
 FX0701'AA18 WITH THREE TRANSFORMERS, AND 2.5 FEET NORTH OF A METAL
 FX0701'WITNESS SIGN.  IT IS A STANDARD DISK, STAMPED CANNON 1932 1963,
 FX0701'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 2 INCHES UNDERGROUND.
 FX0701'THE UNDERGROUND MARK IS A STANDARD DISK, STAMPED CANNON 1932 1963,
 FX0701'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 40 INCHES BELOW THE
 FX0701'SURFACE MARK.  THE MARK IS LOCATED ON A BANK SLOPING TO THE EAST.
 FX0701'
 FX0701'REFERENCE MARK NO. 1 IS IN THE CANNON GRAVEYARD THAT IS IN THE
 FX0701'CENTER OF A PLOWED FIELD. IT IS 30 FEET WEST OF A TOMBSTONE MARKED
 FX0701'JANNIE BURKE.  THE MARK IS STAMPED NO 1 AND IS FLUSH WITH THE
 FX0701'GROUND. IT IS SOUTH OF THE STATION MARK 53.73 METERS.
 FX0701'
 FX0701'THE STATION WAS NOT OCCUPIED NOR WAS REFERENCE MARK NO. 2 RESET BY
 FX0701'THIS PARTY.
 FX0701
 FX0701                          STATION RECOVERY (1963)
 FX0701
 FX0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FX0701'2.6 MI W FROM RYLAND.
 FX0701'ABOUT 1.55 MILES WEST ALONG COUNTY NO. 1305 FROM THE POST
 FX0701'OFFICE AND GENERAL STORE AT RYLAND, THENCE 1.1 MILES WESTERLY
 FX0701'ALONG COUNTY ROAD NO. 1231, 56 FEET SOUTHWEST OF THE CENTER
 FX0701'LINE OF THE COUNTY ROAD, 29 FEET WEST OF BENCH MARK H 166 1963,
 FX0701'82.0 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE CONCRETE
 FX0701'BLOCK BUILDING, 2 FEET NORTH OF A STEEL WITNESS POST, SET IN
 FX0701'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 FX0701'LEVEL OF THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 FX0701'ROAD.  TIDAL STATION NO. 11, CANNON FERRY, CHOWAN RIVER,
 FX0701'ALBEMARLE SOUND, NORTH CAROLINA.
 FX0701
 FX0701                          STATION RECOVERY (1965)
 FX0701
 FX0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 FX0701'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED AND
 FX0701'FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS NOT
 FX0701'RECOVERED. A BUILDING HAS BEEN ERECTED ON LINE TO REFERENCE MARK
 FX0701'NO. 2 AND THE 3-FOOT CYPRESS TREE IS GONE. ORIGINAL DESCRIPTION OF
 FX0701'STATION IS ADEQUATE EXCEPT THE WALNUT STUMP AND THE SHACK USED AS
 FX0701'RESTAURANT ARE GONE.
 FX0701
 FX0701                          STATION RECOVERY (1994)
 FX0701
 FX0701'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (WLL)
 FX0701'THE STATION WAS SEARCHED FOR BUT NOT FOUND. MARK IS APPARENTLY COVERED
 FX0701'BY A CONCRETE BLOCK BUILDING.
 FX0701'REFERENCE MARK NO 1 WAS SEARCHED FOR BUT NOT FOUND. MARK IS IN
 FX0701'OVERGROWN GRAVEYARD SITE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8427 ***********************************************************************
 AE8427  DESIGNATION -  CANTERWOODS
 AE8427  PID         -  AE8427
 AE8427  STATE/COUNTY-  NC/MONTGOMERY
 AE8427  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8427
 AE8427                         *CURRENT SURVEY CONTROL
 AE8427  ___________________________________________________________________
 AE8427* NAD 83(2001)-  35 16 24.45964(N)    080 02 46.07996(W)     ADJUSTED  
 AE8427* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 AE8427  ___________________________________________________________________
 AE8427  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AE8427  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AE8427  HORZ ORDER  -  SECOND
 AE8427
 AE8427.The horizontal coordinates were established by classical geodetic methods
 AE8427.and adjusted by the National Geodetic Survey in August 2005.
 AE8427
 AE8427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8427
 AE8427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8427
 AE8427.The geoid height was determined by GEOID03.
 AE8427
 AE8427;                    North         East     Units Scale Factor Converg.
 AE8427;SPC NC       -   169,498.919   514,434.312   MT  0.99987266   -0 36 13.7
 AE8427;SPC NC       -   556,097.70  1,687,773.24   sFT  0.99987266   -0 36 13.7
 AE8427;UTM  17      - 3,903,786.577   586,752.687   MT  0.99969275   +0 33 03.1
 AE8427
 AE8427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8427!SPC NC       -   0.99998476  x   0.99987266  =   0.99985742
 AE8427!UTM  17      -   0.99998476  x   0.99969275  =   0.99967752
 AE8427
 AE8427                          SUPERSEDED SURVEY CONTROL
 AE8427
 AE8427  NAD 83(1986)-  35 16 24.47067(N)    080 02 46.09140(W) AD(       ) 2
 AE8427  NGVD 29 (04/08/98)  127.8    (m)          419.     (f) VERT ANG    3  
 AE8427
 AE8427.Superseded values are not recommended for survey control.
 AE8427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8427.See file dsdata.txt to determine how the superseded data were derived.
 AE8427
 AE8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8675303787(NAD 83)
 AE8427_MARKER: DE = TRAVERSE STATION DISK
 AE8427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8427_STAMPING: CANTERWOODS 1983
 AE8427_MARK LOGO: NCGS  
 AE8427_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8427+STABILITY: SURFACE MOTION
 AE8427
 AE8427  HISTORY     - Date     Condition        Report By
 AE8427  HISTORY     - 1983     MONUMENTED       NCGS
 AE8427
 AE8427                          STATION DESCRIPTION
 AE8427
 AE8427'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8427'STATION IS LOCATED ABOUT 7.6 KM (4.70 MI) NORTH-NORTHWEST OF MT.
 AE8427'GILEAD AND ABOUT 8.5 KM (5.30 MI) NORTHEAST OF NORWOOD.$ALONG NC 73
 AE8427'FOR 4.9 KM (3.05 MI) SOUTHEAST FROM NC 24-27, IN THE EAST SHOULDER
 AE8427'NEAR A DRIVE, OR 0.7 KM (0.45 MI) NORTHWEST OF SR 1112.$MARK IS FLUSH
 AE8427'WITH GROUND AND LEVEL WITH HIGHWAY.  LOCATED 4.2 M (13.8 FT)
 AE8427'EAST-NORTHEAST OF THE CENTERLINE OF NC 73, 9.3 M (30.5 FT) NORTHWEST
 AE8427'OF THE CENTER OF A GRAVEL DRIVE, 5.2 M (17.1 FT) WEST OF THE NORTH END
 AE8427'OF AN 18-INCH CONCRETE CULVERT UNDER DRIVE, 9.1 M (29.9 FT) SOUTH OF A
 AE8427'6-INCH ROCK PROPERTY CORNER, 19.9 M (65.3 FT) NORTH-NORTHEAST OF A
 AE8427'TELEPHONE PEDESTAL, AND 11.8 M (38.7 FT) SOUTH-SOUTHWEST OF A 12-INCH
 AE8427'LOBLOLLY PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2696 ***********************************************************************
 AB2696  DESIGNATION -  CANTON
 AB2696  PID         -  AB2696
 AB2696  STATE/COUNTY-  NC/HAYWOOD
 AB2696  USGS QUAD   -  CANTON (1990)
 AB2696
 AB2696                         *CURRENT SURVEY CONTROL
 AB2696  ___________________________________________________________________
 AB2696* NAD 83(2001)-  35 31 41.96119(N)    082 50 30.52921(W)     ADJUSTED  
 AB2696* NAVD 88     -       789.3    (meters)    2590.     (feet)  VERTCON   
 AB2696  ___________________________________________________________________
 AB2696  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 AB2696  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AB2696  HORZ ORDER  -  SECOND
 AB2696
 AB2696.The horizontal coordinates were established by classical geodetic methods
 AB2696.and adjusted by the National Geodetic Survey in August 2005.
 AB2696
 AB2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2696
 AB2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2696
 AB2696.The geoid height was determined by GEOID03.
 AB2696
 AB2696;                    North         East     Units Scale Factor Converg.
 AB2696;SPC NC       -   204,011.199   261,285.515   MT  0.99988420   -2 13 02.6
 AB2696;SPC NC       -   669,326.74    857,234.23   sFT  0.99988420   -2 13 02.6
 AB2696;UTM  17      - 3,933,194.598   333,009.447   MT  0.99994365   -1 04 13.9
 AB2696
 AB2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2696!SPC NC       -   0.99988069  x   0.99988420  =   0.99976491
 AB2696!UTM  17      -   0.99988069  x   0.99994365  =   0.99982435
 AB2696
 AB2696                          SUPERSEDED SURVEY CONTROL
 AB2696
 AB2696  NAD 83(1995)-  35 31 41.96164(N)    082 50 30.52914(W) AD(       ) 2
 AB2696  NAD 83(1986)-  35 31 41.96848(N)    082 50 30.52923(W) AD(       ) 2
 AB2696  NGVD 29 (04/26/96)  789.3    (m)         2590.     (f) VERT ANG    3  
 AB2696
 AB2696.Superseded values are not recommended for survey control.
 AB2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2696.See file dsdata.txt to determine how the superseded data were derived.
 AB2696
 AB2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV3300933195(NAD 83)
 AB2696_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2696_SETTING: 0 = UNSPECIFIED SETTING
 AB2696_STAMPING: CANTON 1986
 AB2696_MARK LOGO: NCGS  
 AB2696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2696
 AB2696  HISTORY     - Date     Condition        Report By
 AB2696  HISTORY     - 1986     MONUMENTED       NCGS
 AB2696
 AB2696                          STATION DESCRIPTION
 AB2696
 AB2696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AB2696'STATION IS LOCATED IN CANTON AT 57 PENLAND STREET. ALONG NC 215
 AB2696'(PENLAND STREET), 0.4 KM (0.2 MI) SOUTHEAST FROM US 19-23, 45 FEET
 AB2696'EAST-SOUTHEAST FROM PEARL STREET. MARK IS A STANDARD NCGS DISK
 AB2696'STAMPED---CANTON 1986---, SET INTO A DRILLED HOLE IN THE CONCRETE
 AB2696'SIDEWALK.  LOCATED 7.32 M (24.02 FT) EAST-NORTHEAST OF THE CENTERLINE
 AB2696'OF HIGHWAY, 4.72 M (15.49 FT) SOUTHEAST OF A POWERPOLE (A 54) WITH A
 AB2696'REFERENCE TAG, 0.24 M (0.79 FT) WEST-SOUTHWEST OF THE EAST EDGE OF THE
 AB2696'SIDEWALK, AND 11.43 M (37.50 FT) WEST-SOUTHWEST OF THE NORTHWEST
 AB2696'CORNER OF CONCRETE BLOCK BUILDING. MARK IS LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0446 ***********************************************************************
 FA0446  DESIGNATION -  CANUP
 FA0446  PID         -  FA0446
 FA0446  STATE/COUNTY-  NC/MECKLENBURG
 FA0446  USGS QUAD   -  HARRISBURG (1993)
 FA0446
 FA0446                         *CURRENT SURVEY CONTROL
 FA0446  ___________________________________________________________________
 FA0446* NAD 83(2001)-  35 15 49.06341(N)    080 44 04.70910(W)     ADJUSTED  
 FA0446* NAVD 88     -       252.396  (meters)     828.07   (feet)  ADJUSTED  
 FA0446  ___________________________________________________________________
 FA0446  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FA0446  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 FA0446  DYNAMIC HT  -         252.167 (meters)     827.32  (feet)  COMP
 FA0446  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 FA0446
 FA0446  HORZ ORDER  -  SECOND
 FA0446  VERT ORDER  -  SECOND    CLASS 0
 FA0446
 FA0446.The horizontal coordinates were established by classical geodetic methods
 FA0446.and adjusted by the National Geodetic Survey in August 2005.
 FA0446
 FA0446.The orthometric height was determined by differential leveling
 FA0446.and adjusted in June 1991.
 FA0446
 FA0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0446
 FA0446.The geoid height was determined by GEOID03.
 FA0446
 FA0446.The dynamic height is computed by dividing the NAVD 88
 FA0446.geopotential number by the normal gravity value computed on the
 FA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0446.degrees latitude (g = 980.6199 gals.).
 FA0446
 FA0446.The modeled gravity was interpolated from observed gravity values.
 FA0446
 FA0446;                    North         East     Units Scale Factor Converg.
 FA0446;SPC NC       -   169,285.616   451,786.677   MT  0.99987261   -1 00 04.3
 FA0446;SPC NC       -   555,397.89  1,482,236.79   sFT  0.99987261   -1 00 04.3
 FA0446;UTM  17      - 3,902,311.394   524,136.520   MT  0.99960718   +0 09 11.5
 FA0446
 FA0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0446!SPC NC       -   0.99996514  x   0.99987261  =   0.99983776
 FA0446!UTM  17      -   0.99996514  x   0.99960718  =   0.99957234
 FA0446
 FA0446                          SUPERSEDED SURVEY CONTROL
 FA0446
 FA0446  NAD 83(1986)-  35 15 49.07911(N)    080 44 04.71870(W) AD(       ) 2
 FA0446  NAD 27      -  35 15 48.56222(N)    080 44 05.46884(W) AD(       ) 2
 FA0446  NGVD 29 (??/??/92)  252.626  (m)          828.82   (f) ADJ UNCH    2 0
 FA0446
 FA0446.Superseded values are not recommended for survey control.
 FA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0446.See file dsdata.txt to determine how the superseded data were derived.
 FA0446
 FA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2413702311(NAD 83)
 FA0446_MARKER: DE = TRAVERSE STATION DISK
 FA0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0446_STAMPING: CANUP 1968
 FA0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0446+STABILITY: SURFACE MOTION
 FA0446
 FA0446  HISTORY     - Date     Condition        Report By
 FA0446  HISTORY     - 1968     MONUMENTED       NCGS
 FA0446  HISTORY     - 1972     GOOD             NCGS
 FA0446  HISTORY     - 1977     GOOD             LOCSUR
 FA0446  HISTORY     - 1989     GOOD             USPSQD
 FA0446  HISTORY     - 1990     GOOD             USPSQD
 FA0446  HISTORY     - 19990125 GOOD             USPSQD
 FA0446
 FA0446                          STATION DESCRIPTION
 FA0446
 FA0446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA0446'CANUP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0446'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0446'
 FA0446'CANUP IS LOCATED APPROXIMATELY 6.6 MILES NORTHEAST OF
 FA0446'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA0446'SR 2853 (NEWELL-HICKORY GROVE RD.), WITH SR 2939
 FA0446'(OLD CONCORD RD.), GO SOUTH ON SR 2853 FOR 0.7 MILES TO
 FA0446'STATION.  WHICH IS ON THE EAST SIDE OF SR 2853, ON SOUTH SIDE OF
 FA0446'DRIVEWAY TO A ONE STORY BRICK HOUSE, AND 0.4 MILE NORTH OF
 FA0446'INTERSECTION OF SR 2803 WITH SR 2853.
 FA0446'
 FA0446'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0446'CANUP 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0446'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA0446'
 FA0446'MARK IS
 FA0446'
 FA0446'24.3 FT ENE OF C/L OF SR 2853
 FA0446'
 FA0446'22.7 FT S OF C/L OF DRIVEWAY TO ONE STORY BRICK HOUSE
 FA0446'
 FA0446'6.0 FT N OF METAL PROPERTY CORNER POST
 FA0446'
 FA0446'21.5 FT WNW OF 10 INCH PINE TREE ON E SIDE OF SR 2853, AND
 FA0446'WITH ALUMINUM REF. TAG
 FA0446'
 FA0446'32.4 FT W OF PP ON E SIDE OF SR 2853, AND WITH ALUMINUM
 FA0446'REF. TAG
 FA0446'
 FA0446'9.4 FT NE OF 4X4 POST WITH REFLECTOR ON E SIDE OF SR 2853, AND
 FA0446'WITH ALUMINUM REF. TAG
 FA0446
 FA0446                          STATION RECOVERY (1972)
 FA0446
 FA0446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0446'1.2 MI S FROM NEWELL.
 FA0446'STATION IS LOCATED APPROXIMATELY 6.7 MILES NORTHEAST OF DOWNTOWN
 FA0446'CHARLOTTE, ABOUT 0.7 MILES S. ALONG SR 2853 (NEWELL-HICKORY
 FA0446'GROVE RD.) FROM INTERSECTION WITH SR 2939 (OLD CONCORD RD.),
 FA0446'APPROXIMATELY 400 FT S. OF INTERSECTION OF SR 2976 (GRIER RD.),
 FA0446'24.3 FT ENE OF C/L OF SR 2853, 22.7 FT S. OF C/L OF DRIVEWAY TO
 FA0446'ONE STORY BRICK HOUSE, 6.0 FT N OF METAL PROPERTY CORNER POST,
 FA0446'9.4 FT NE OF 4 X 4 REFLECTOR POST ON E SIDE OF SR 2853, 32.4 FT
 FA0446'W OF PP ON E. SIDE OF SR 2853 WITH AN ALUMINUM REF. TAG, AND SET
 FA0446'IN TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 FA0446
 FA0446                          STATION RECOVERY (1977)
 FA0446
 FA0446'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 FA0446'4X4 REFLECTOR POST IS GONE.
 FA0446
 FA0446                          STATION RECOVERY (1989)
 FA0446
 FA0446'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0446'RECOVERED IN GOOD CONDITION.
 FA0446
 FA0446                          STATION RECOVERY (1990)
 FA0446
 FA0446'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0446'RECOVERED IN GOOD CONDITION.
 FA0446
 FA0446                          STATION RECOVERY (1999)
 FA0446
 FA0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2568 ***********************************************************************
 FZ2568  DESIGNATION -  CAP
 FZ2568  PID         -  FZ2568
 FZ2568  STATE/COUNTY-  NC/ASHE
 FZ2568  USGS QUAD   -  JEFFERSON (1998)
 FZ2568
 FZ2568                         *CURRENT SURVEY CONTROL
 FZ2568  ___________________________________________________________________
 FZ2568* NAD 83(2001)-  36 29 40.75516(N)    081 24 34.95248(W)     ADJUSTED  
 FZ2568* NAVD 88     -       889.9    (meters)    2920.     (feet)  VERTCON   
 FZ2568  ___________________________________________________________________
 FZ2568  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FZ2568  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 FZ2568  HORZ ORDER  -  SECOND
 FZ2568
 FZ2568.The horizontal coordinates were established by classical geodetic methods
 FZ2568.and adjusted by the National Geodetic Survey in August 2005.
 FZ2568
 FZ2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2568
 FZ2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2568
 FZ2568.The geoid height was determined by GEOID03.
 FZ2568
 FZ2568;                    North         East     Units Scale Factor Converg.
 FZ2568;SPC NC       -   307,111.386   393,695.769   MT  1.00010807   -1 23 26.9
 FZ2568;SPC NC       - 1,007,581.27  1,291,650.20   sFT  1.00010807   -1 23 26.9
 FZ2568;UTM  17      - 4,038,893.136   463,305.786   MT  0.99961659   -0 14 37.2
 FZ2568
 FZ2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2568!SPC NC       -   0.99986526  x   1.00010807  =   0.99997331
 FZ2568!UTM  17      -   0.99986526  x   0.99961659  =   0.99948190
 FZ2568
 FZ2568                          SUPERSEDED SURVEY CONTROL
 FZ2568
 FZ2568  NAD 83(1995)-  36 29 40.75699(N)    081 24 34.95316(W) AD(       ) 2
 FZ2568  NAD 83(1993)-  36 29 40.75955(N)    081 24 34.95807(W) AD(       ) 2
 FZ2568  NAD 83(1986)-  36 29 40.76564(N)    081 24 34.97033(W) AD(       ) 2
 FZ2568  NGVD 29 (02/11/91)  890.0    (m)         2920.     (f) VERT ANG    3  
 FZ2568
 FZ2568.Superseded values are not recommended for survey control.
 FZ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2568.See file dsdata.txt to determine how the superseded data were derived.
 FZ2568
 FZ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA6330638893(NAD 83)
 FZ2568_MARKER: DE = TRAVERSE STATION DISK
 FZ2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2568+STABILITY: SURFACE MOTION
 FZ2568
 FZ2568  HISTORY     - Date     Condition        Report By
 FZ2568  HISTORY     - 1979     MONUMENTED       NCGS
 FZ2568
 FZ2568                          STATION DESCRIPTION
 FZ2568
 FZ2568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FZ2568'THE STATION IS LOCATED ALONG NC 16 APPROXIMATELY 1.1 MILE SOUTHWEST OF
 FZ2568'CRUMPLER AND 6.0 MILES NORTHEAST OF JEFFERSON.
 FZ2568'
 FZ2568'TO REACH THE STATION FROM JUNCTION OF US 221, NC 88, AND NC 16, 1.5
 FZ2568'MILES EAST OF JEFFERSON, PROCEED NORTH ALONG NC 16 FOR 6.9 MILES TO
 FZ2568'STATION IN LEFT SHOULDER AND 0.1 MILE SOUTH OF SR 1543 ENTRANCE.
 FZ2568'
 FZ2568'STATION MARK IS A STANDARD DISK STAMPED---CAP 1979---SET IN TOP OF A
 FZ2568'10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE MARK IS
 FZ2568'16.4 FEET WEST OF CENTERLINE OF NC 16, 54.8 FEET SOUTH-SOUTHWEST OF
 FZ2568'CENTERLINE INTERSECTION OF NC 16 AND GRAVEL DRIVE, 126.4 FEET SOUTH OF
 FZ2568'NORTH END OF GUARD RAIL, 27.2 FEET NORTH OF SOUTH END OF GUARD RAIL
 FZ2568'AND 2.0 FEET EAST OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1376 ***********************************************************************
 EA1376  DESIGNATION -  CAPE
 EA1376  PID         -  EA1376
 EA1376  STATE/COUNTY-  NC/CARTERET
 EA1376  USGS QUAD   -  SWANSBORO (1994)
 EA1376
 EA1376                         *CURRENT SURVEY CONTROL
 EA1376  ___________________________________________________________________
 EA1376* NAD 83(2001)-  34 41 17.96108(N)    077 04 13.58336(W)     ADJUSTED  
 EA1376* NAVD 88     -         6.580  (meters)      21.59   (feet)  ADJUSTED  
 EA1376  ___________________________________________________________________
 EA1376  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EA1376  GEOID HEIGHT-         -37.17  (meters)                     GEOID03
 EA1376  DYNAMIC HT  -           6.574 (meters)      21.57  (feet)  COMP
 EA1376  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 EA1376
 EA1376  HORZ ORDER  -  SECOND
 EA1376  VERT ORDER  -  FIRST     CLASS II
 EA1376
 EA1376.The horizontal coordinates were established by classical geodetic methods
 EA1376.and adjusted by the National Geodetic Survey in August 2005.
 EA1376
 EA1376.The orthometric height was determined by differential leveling
 EA1376.and adjusted in June 1991.
 EA1376
 EA1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1376
 EA1376.The geoid height was determined by GEOID03.
 EA1376
 EA1376.The dynamic height is computed by dividing the NAVD 88
 EA1376.geopotential number by the normal gravity value computed on the
 EA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1376.degrees latitude (g = 980.6199 gals.).
 EA1376
 EA1376.The modeled gravity was interpolated from observed gravity values.
 EA1376
 EA1376;                    North         East     Units Scale Factor Converg.
 EA1376;SPC NC       -   105,807.532   786,387.370   MT  0.99992061   +1 06 49.3
 EA1376;SPC NC       -   347,136.88  2,580,005.90   sFT  0.99992061   +1 06 49.3
 EA1376;UTM  18      - 3,840,430.821   310,340.689   MT  1.00004337   -1 10 43.2
 EA1376
 EA1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1376!SPC NC       -   1.00000480  x   0.99992061  =   0.99992541
 EA1376!UTM  18      -   1.00000480  x   1.00004337  =   1.00004817
 EA1376
 EA1376:                Primary Azimuth Mark                     Grid Az
 EA1376:SPC NC       -  SLOPE                                    356 24 22.2
 EA1376:UTM  18      -  SLOPE                                    358 41 54.7
 EA1376
 EA1376|---------------------------------------------------------------------|
 EA1376| PID    Reference Object                     Distance      Geod. Az  |
 EA1376|                                                           dddmmss.s |
 EA1376| EA1375 SLOPE                               APPROX. 0.6 KM 3573111.5 |
 EA1376|---------------------------------------------------------------------|
 EA1376
 EA1376                          SUPERSEDED SURVEY CONTROL
 EA1376
 EA1376  NAD 83(1986)-  34 41 17.97392(N)    077 04 13.59337(W) AD(       ) 2
 EA1376  NAD 27      -  34 41 17.39030(N)    077 04 14.77749(W) AD(       ) 2
 EA1376  NAVD 88 (04/01/97)    6.58   (m)           21.6    (f) LEVELING    3  
 EA1376  NGVD 29 (07/19/86)    7.0    (m)           23.     (f) VERT ANG    3  
 EA1376
 EA1376.Superseded values are not recommended for survey control.
 EA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1376.See file dsdata.txt to determine how the superseded data were derived.
 EA1376
 EA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1034140431(NAD 83)
 EA1376_MARKER: DE = TRAVERSE STATION DISK
 EA1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1376_SP_SET: CONCRETE POST
 EA1376_STAMPING: CAPE 1975
 EA1376_MARK LOGO: NCGS  
 EA1376_PROJECTION: RECESSED 10 CENTIMETERS
 EA1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1376+STABILITY: SURFACE MOTION
 EA1376
 EA1376  HISTORY     - Date     Condition        Report By
 EA1376  HISTORY     - 1975     MONUMENTED       NCGS
 EA1376  HISTORY     - 1978     GOOD             USE
 EA1376  HISTORY     - 1981     GOOD             NCGS
 EA1376  HISTORY     - 19820101 GOOD             NCGS
 EA1376
 EA1376                          STATION DESCRIPTION
 EA1376
 EA1376'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA1376'CAPE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1376'THE VICINITY OF SWANSBORO, NORTH CAROLINA.
 EA1376'
 EA1376'CAPE IS LOCATED APPROXIMATELY 2.8 MILES EAST OF SWANSBORO (ONSLOW
 EA1376'COUNTY).  STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 EA1376'OF NC 24 WITH NC 58 AT CAPE CARTERET, NEAR THE END OF THE PAVED
 EA1376'SHOULDER STRIP AND A TRAFFIC DIRECTIONAL SIGN.
 EA1376'
 EA1376'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1376'CAPE 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EA1376'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EA1376'
 EA1376'MARK IS 21.3 FT SE OF C/L OF NC 24.
 EA1376'
 EA1376'211.0 FT SW OF C/L OF CN 58.
 EA1376'
 EA1376'13.6 FT W OF A DIRECTIONAL SIGNPOST WITH ALUMINUM REF. TAG.
 EA1376'
 EA1376'36.3 FT SW OF PP WITH ALUMINUM REF. TAG.
 EA1376'
 EA1376'75.9 FT W OF PP WITH ALUMINUM REF. TAG.
 EA1376
 EA1376                          STATION RECOVERY (1978)
 EA1376
 EA1376'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 EA1376'CAPE 1975 FOUND GOOD, DESCRIPTION ADEQUATE.
 EA1376
 EA1376                          STATION RECOVERY (1981)
 EA1376
 EA1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1376'2.8 MI EAST FROM SWANSBORO.
 EA1376'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF NC 24, NC 58 AND SR
 EA1376'1216 AT CAPE CARTERET, 22.0 FEET SOUTH-SOUTHEAST OF CENTERLINE OF NC
 EA1376'24, 211.5 FEET SOUTHWEST OF CENTERLINE OF SR 1216, 13.1 FEET WEST OF
 EA1376'NORTH POST OF DIRECTIONAL SIGN WITH REFERENCE TAG, 36.3 FEET NORTHEAST
 EA1376'OF TELEPHONE POLE (104) WITH REFERENCE TAG AND 75.8 FEET WEST OF
 EA1376'TELEPHONE POLE (107) WITH REFERENCE TAG.
 EA1376'THE MARK IS 1 FT BELOW INTERSECTION.
 EA1376
 EA1376                          STATION RECOVERY (1982)
 EA1376
 EA1376'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1376'RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE WITH THE
 EA1376'FOLLOWING CHANGES.$MARK IS 22.0 FT (6.7 M) SOUTH-SOUTHEAST OF
 EA1376'CENTERLINE OF NC 24, 211.5 FT (64.5 M) SOUTHWEST OF CENTERLINE OF SR
 EA1376'1216, 13.1 FT (4.0 M) WEST OF NORTH POST OF SIGN, 36.3 FT (11.1 M)
 EA1376'NORTHEAST OF TELEPHONE POLE (104), AND 75.8 FT (23.1 M) WEST OF
 EA1376'TELEPHONE POLE (107)--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0853 ***********************************************************************
 EA0853  DESIGNATION -  CAPE
 EA0853  PID         -  EA0853
 EA0853  STATE/COUNTY-  NC/PENDER
 EA0853  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0853
 EA0853                         *CURRENT SURVEY CONTROL
 EA0853  ___________________________________________________________________
 EA0853* NAD 83(2001)-  34 21 55.01267(N)    077 53 50.39211(W)     ADJUSTED  
 EA0853* NAVD 88     -         9.903  (meters)      32.49   (feet)  ADJUSTED  
 EA0853  ___________________________________________________________________
 EA0853  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 EA0853  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EA0853  DYNAMIC HT  -           9.894 (meters)      32.46  (feet)  COMP
 EA0853  MODELED GRAV-     979,676.0   (mgal)                       NAVD 88
 EA0853
 EA0853  HORZ ORDER  -  SECOND
 EA0853  VERT ORDER  -  SECOND    CLASS II
 EA0853
 EA0853.The horizontal coordinates were established by classical geodetic methods
 EA0853.and adjusted by the National Geodetic Survey in August 2005.
 EA0853
 EA0853.The orthometric height was determined by differential leveling
 EA0853.and adjusted in June 1991.
 EA0853
 EA0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0853
 EA0853.The geoid height was determined by GEOID03.
 EA0853
 EA0853.The dynamic height is computed by dividing the NAVD 88
 EA0853.geopotential number by the normal gravity value computed on the
 EA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0853.degrees latitude (g = 980.6199 gals.).
 EA0853
 EA0853.The modeled gravity was interpolated from observed gravity values.
 EA0853
 EA0853;                    North         East     Units Scale Factor Converg.
 EA0853;SPC NC       -    68,818.752   711,029.964   MT  0.99999131   +0 38 11.1
 EA0853;SPC NC       -   225,782.86  2,332,770.81   sFT  0.99999131   +0 38 11.1
 EA0853;UTM  18      - 3,806,463.594   233,546.944   MT  1.00047523   -1 38 11.1
 EA0853
 EA0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0853!SPC NC       -   1.00000418  x   0.99999131  =   0.99999549
 EA0853!UTM  18      -   1.00000418  x   1.00047523  =   1.00047941
 EA0853
 EA0853:                Primary Azimuth Mark                     Grid Az
 EA0853:SPC NC       -  FEAR                                     011 58 19.3
 EA0853:UTM  18      -  FEAR                                     014 14 41.5
 EA0853
 EA0853|---------------------------------------------------------------------|
 EA0853| PID    Reference Object                     Distance      Geod. Az  |
 EA0853|                                                           dddmmss.s |
 EA0853| EA0854 FEAR                                APPROX. 0.5 KM 0123630.4 |
 EA0853| EA0851 HAYNES                              APPROX. 0.7 KM 1954156.5 |
 EA0853|---------------------------------------------------------------------|
 EA0853
 EA0853                          SUPERSEDED SURVEY CONTROL
 EA0853
 EA0853  NAD 83(1986)-  34 21 55.02436(N)    077 53 50.40399(W) AD(       ) 2
 EA0853  NAD 27      -  34 21 54.41753(N)    077 53 51.45624(W) AD(       ) 2
 EA0853  NGVD 29 (??/??/92)   10.197  (m)           33.45   (f) ADJ UNCH    2 2
 EA0853
 EA0853.Superseded values are not recommended for survey control.
 EA0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0853.See file dsdata.txt to determine how the superseded data were derived.
 EA0853
 EA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3354706464(NAD 83)
 EA0853_MARKER: DD = SURVEY DISK
 EA0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0853_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EA0853_STAMPING: CAPE 1968
 EA0853
 EA0853  HISTORY     - Date     Condition        Report By
 EA0853  HISTORY     - 1968     MONUMENTED       NCGS
 EA0853  HISTORY     - 1975     GOOD             NCGS
 EA0853  HISTORY     - 1983     GOOD             USPSQD
 EA0853
 EA0853                          STATION DESCRIPTION
 EA0853
 EA0853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 EA0853'CAPE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA0853'THE VICINITY OF WILMINGTON, NORTH CAROLINA.
 EA0853'
 EA0853'CAPE IS LOCATED APPROXIMATELY 9.5 MILES NNE OF THE CENTER OF
 EA0853'WILMINGTON.  STATION IS AT THE NORTHEAST END OF U.S. 117 BRIDGE
 EA0853'OVER CAPE FEAR RIVER, IN U FORMED BY BRIDGE ABUTMENT AND
 EA0853'CONCRETE CURB.
 EA0853'
 EA0853'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EA0853'CAPE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0853'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA0853'
 EA0853'MARK IS
 EA0853'
 EA0853'19.4 FT ESE OF C/L OF U.S. 117 AN N END OF BRIDGE
 EA0853'OVER CAPE FEAR RIVER
 EA0853'
 EA0853'4.2 FT E OF W SIDE OF CURB
 EA0853'
 EA0853'4.5 FT NE OF NE END OF CONCRETE BRIDGE GUARD RAIL
 EA0853'
 EA0853'19.5 FT SW OF 4X4 POST WITH CAUTION REFLECTOR, AND WITH
 EA0853'ALUMINUM REF. TAG
 EA0853'
 EA0853'12.0 FT SW OF C/L OF DRAIN AT EAST SIDE OF HIGHWAY
 EA0853
 EA0853                          STATION RECOVERY (1975)
 EA0853
 EA0853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0853'0.8 MI N FROM CASTLE HAYNE.
 EA0853'STATION IS LOCATED AT THE NORTHEAST END OF US 117 BRIDGE OVER
 EA0853'NORTHEAST CAPE FEAR RIVER AT NEW HANOVER - PENDER COUNTY LINE, IN U
 EA0853'FORMED BY BRIDGE ABUTMENT AND CONCRETE CURB.  19.4 FT. ESE OF C/L OF
 EA0853'US 117 AT N END OF BRIDGE OVER NORTHEAST CAPE FEAR RIVER, 4.2 FT. E OF
 EA0853'W SIDE OF CURB, 4.5 FT. NE OF N END OF CONCRETE BRIDGE GUARD RAIL, AND
 EA0853'12.0 FT. SW OF C/L OF DRAIN AT EAST SIDE OF HIGHWAY.  DISK IS SET IN
 EA0853'CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 EA0853
 EA0853                          STATION RECOVERY (1983)
 EA0853
 EA0853'RECOVERY NOTE BY US POWER SQUADRON 1983 (WRG)
 EA0853'CAPE 1968 RECOVERED GOOD.
 EA0853'
 EA0853'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2996 ***********************************************************************
 EA2996  DESIGNATION -  CAPE
 EA2996  PID         -  EA2996
 EA2996  STATE/COUNTY-  NC/DUPLIN
 EA2996  USGS QUAD   -  CHINQUAPIN (1981)
 EA2996
 EA2996                         *CURRENT SURVEY CONTROL
 EA2996  ___________________________________________________________________
 EA2996* NAD 83(2001)-  34 49 51.18866(N)    077 49 50.03912(W)     ADJUSTED  
 EA2996* NAVD 88     -        11.3    (meters)      37.     (feet)  VERTCON   
 EA2996  ___________________________________________________________________
 EA2996  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EA2996  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 EA2996  HORZ ORDER  -  SECOND
 EA2996
 EA2996.The horizontal coordinates were established by classical geodetic methods
 EA2996.and adjusted by the National Geodetic Survey in August 2005.
 EA2996
 EA2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2996
 EA2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2996
 EA2996.The geoid height was determined by GEOID03.
 EA2996
 EA2996;                    North         East     Units Scale Factor Converg.
 EA2996;SPC NC       -   120,533.354   716,562.611   MT  0.99989940   +0 40 29.9
 EA2996;SPC NC       -   395,449.85  2,350,922.50   sFT  0.99989940   +0 40 29.9
 EA2996;UTM  18      - 3,857,943.055   241,138.945   MT  1.00042597   -1 37 03.3
 EA2996
 EA2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2996!SPC NC       -   1.00000393  x   0.99989940  =   0.99990333
 EA2996!UTM  18      -   1.00000393  x   1.00042597  =   1.00042990
 EA2996
 EA2996:                Primary Azimuth Mark                     Grid Az
 EA2996:SPC NC       -  PARKER                                   049 50 24.2
 EA2996:UTM  18      -  PARKER                                   052 07 57.4
 EA2996
 EA2996|---------------------------------------------------------------------|
 EA2996| PID    Reference Object                     Distance      Geod. Az  |
 EA2996|                                                           dddmmss.s |
 EA2996| EA2995 PARKER                              475.466 METERS 0503054.1 |
 EA2996| EA2997 FEAR                                331.888 METERS 25041     |
 EA2996|---------------------------------------------------------------------|
 EA2996
 EA2996                          SUPERSEDED SURVEY CONTROL
 EA2996
 EA2996  NAD 83(1986)-  34 49 51.19836(N)    077 49 50.05018(W) AD(       ) 2
 EA2996  NAD 27      -  34 49 50.59788(N)    077 49 51.12771(W) AD(       ) 2
 EA2996  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG    3  
 EA2996
 EA2996.Superseded values are not recommended for survey control.
 EA2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2996.See file dsdata.txt to determine how the superseded data were derived.
 EA2996
 EA2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4113957943(NAD 83)
 EA2996_MARKER: DE = TRAVERSE STATION DISK
 EA2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2996_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2996+STABILITY: SURFACE MOTION
 EA2996
 EA2996  HISTORY     - Date     Condition        Report By
 EA2996  HISTORY     - 1976     MONUMENTED       NCGS
 EA2996
 EA2996                          STATION DESCRIPTION
 EA2996
 EA2996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA2996'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE WEST OF CHINQUAPIN.
 EA2996'
 EA2996'TO REACH THE STATION FROM THE JUNCTION OF NC 41 AND NC 50 WEST OF
 EA2996'CHINQUAPIN, PROCEED NORTHEAST ALONG NC 41 AND NC 50 FOR 0.75 MILE TO
 EA2996'STATION ON THE RIGHT IN SHOULDER, AT A ROAD INTERSECTION SIGN, AND ON
 EA2996'EAST SIDE OF NORTHEAST CAPE FEAR RIVER, AND 0.1 MILE SOUTHWEST OF T
 EA2996'INTERSECTION WITH SR 1964 (NORTH).
 EA2996'
 EA2996'STATION MARK IS A STANDARD DISK STAMPED---CAPE 1976---, SET IN THE TOP
 EA2996'OF A CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EA2996'MARK IS 16.2 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF NC 41, 109.1
 EA2996'FEET EAST-NORTHEAST OF NORTHEASTERNMOST GUARD RAIL POST ALONG SOUTH
 EA2996'SHOULDER OF HIGHWAY, 108.8 FEET EAST OF NORTHEASTERNMOST GUARD RAIL
 EA2996'POST ALONG NORTH SHOULDER OF HIGHWAY, 65.1 FEET SOUTHEAST OF 10 INCH
 EA2996'WHITE OAK WITH REFERENCE TAG AND 4.7 FEET EAST-NORTHEAST OF ROAD
 EA2996'INTERSECTION SIGN WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4559 ***********************************************************************
 EZ4559  DESIGNATION -  CAPE
 EZ4559  PID         -  EZ4559
 EZ4559  STATE/COUNTY-  NC/WAYNE
 EZ4559  USGS QUAD   -  DOBBERSVILLE (1978)
 EZ4559
 EZ4559                         *CURRENT SURVEY CONTROL
 EZ4559  ___________________________________________________________________
 EZ4559* NAD 83(2001)-  35 12 39.82919(N)    078 08 37.81612(W)     ADJUSTED  
 EZ4559* NAVD 88     -        45.9    (meters)     151.     (feet)  VERTCON   
 EZ4559  ___________________________________________________________________
 EZ4559  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 EZ4559  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 EZ4559  HORZ ORDER  -  SECOND
 EZ4559
 EZ4559.The horizontal coordinates were established by classical geodetic methods
 EZ4559.and adjusted by the National Geodetic Survey in August 2005.
 EZ4559
 EZ4559.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4559
 EZ4559.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4559
 EZ4559.The geoid height was determined by GEOID03.
 EZ4559
 EZ4559;                    North         East     Units Scale Factor Converg.
 EZ4559;SPC NC       -   162,411.799   687,546.598   MT  0.99987284   +0 29 38.9
 EZ4559;SPC NC       -   532,846.04  2,255,725.80   sFT  0.99987284   +0 29 38.9
 EZ4559;UTM  17      - 3,900,187.931   759,994.893   MT  1.00043315   +1 38 51.9
 EZ4559
 EZ4559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4559!SPC NC       -   0.99999825  x   0.99987284  =   0.99987109
 EZ4559!UTM  17      -   0.99999825  x   1.00043315  =   1.00043140
 EZ4559
 EZ4559:                Primary Azimuth Mark                     Grid Az
 EZ4559:SPC NC       -  WOLFE                                    089 01 29.1
 EZ4559:UTM  17      -  WOLFE                                    087 52 16.1
 EZ4559
 EZ4559|---------------------------------------------------------------------|
 EZ4559| PID    Reference Object                     Distance      Geod. Az  |
 EZ4559|                                                           dddmmss.s |
 EZ4559| EZ4558 WOLFE                               485.315 METERS 0893108.0 |
 EZ4559| EZ4560 WILLIE                              470.827 METERS 2522601.1 |
 EZ4559|---------------------------------------------------------------------|
 EZ4559
 EZ4559                          SUPERSEDED SURVEY CONTROL
 EZ4559
 EZ4559  NAD 83(1986)-  35 12 39.84122(N)    078 08 37.82263(W) AD(       ) 2
 EZ4559  NAD 27      -  35 12 39.24908(N)    078 08 38.84899(W) AD(       ) 2
 EZ4559  NGVD 29 (07/19/86)   46.2    (m)          152.     (f) VERT ANG    3  
 EZ4559
 EZ4559.Superseded values are not recommended for survey control.
 EZ4559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4559.See file dsdata.txt to determine how the superseded data were derived.
 EZ4559
 EZ4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5999500188(NAD 83)
 EZ4559_MARKER: DE = TRAVERSE STATION DISK
 EZ4559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4559_STAMPING: CAPE 1976
 EZ4559_MARK LOGO: NCGS  
 EZ4559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4559+STABILITY: SURFACE MOTION
 EZ4559
 EZ4559  HISTORY     - Date     Condition        Report By
 EZ4559  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4559  HISTORY     - 1987     GOOD             USPSQD
 EZ4559
 EZ4559                          STATION DESCRIPTION
 EZ4559
 EZ4559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EZ4559'CAPE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4559'THE VICINITY OF MOUNT OLIVE, NORTH CAROLINA.
 EZ4559'
 EZ4559'CAPE IS LOCATED APPROXIMATELY 4.3 MILES WEST OF MOUNT OLIVE AND
 EZ4559'5.8 MILES EAST OF DOBBERSVILLE COMMUNITY.  TO REACH STATION FROM
 EZ4559'THE U.S. 117 BYPASS OVERPASS OF NC 55 AT MOUNT OLIVE, PROCEED
 EZ4559'WEST ALONG NC 55 FOR 4.5 MILES TO STATION ON RIGHT AT SOUTHEAST
 EZ4559'CORNER OF A YARD FOR A MOBILE HOME AND DIRECTLY ACROSS HIGHWAY
 EZ4559'FROM A CONCRETE DRIVE FOR A BRICK HOUSE AND 0.8 MILE EAST OF SR
 EZ4559'1006 CROSSROADS AT JORDANS STORE.
 EZ4559'
 EZ4559'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4559'CAPE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4559'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4559'
 EZ4559'MARK IS 37.4 FT N OF C/L NC 55
 EZ4559'
 EZ4559'13.5 FT W OF C/L DRIVE TO MOBILE HOME
 EZ4559'
 EZ4559'11.2 FT N OF WEST END OF A 30 INCH CULVERT UNDER DRIVE
 EZ4559'
 EZ4559'25.5 FT W OF EAST END OF A 30 INCH CULVERT UNDER DRIVE
 EZ4559'
 EZ4559'4.2 FT N OF PP WITH ALUMINUM REF. TAG
 EZ4559
 EZ4559                          STATION RECOVERY (1987)
 EZ4559
 EZ4559'RECOVERY NOTE BY US POWER SQUADRON 1987 (PS)
 EZ4559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0561 ***********************************************************************
 EZ0561  DESIGNATION -  CAPE FEAR
 EZ0561  PID         -  EZ0561
 EZ0561  STATE/COUNTY-  NC/HARNETT
 EZ0561  USGS QUAD   -  LILLINGTON (1987)
 EZ0561
 EZ0561                         *CURRENT SURVEY CONTROL
 EZ0561  ___________________________________________________________________
 EZ0561* NAD 83(2001)-  35 24 34.77904(N)    078 48 42.39443(W)     ADJUSTED  
 EZ0561* NAVD 88     -        42.404  (meters)     139.12   (feet)  ADJUSTED  
 EZ0561  ___________________________________________________________________
 EZ0561  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 EZ0561  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 EZ0561  DYNAMIC HT  -          42.367 (meters)     139.00  (feet)  COMP
 EZ0561  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 EZ0561
 EZ0561  HORZ ORDER  -  SECOND
 EZ0561  VERT ORDER  -  SECOND    CLASS II
 EZ0561
 EZ0561.The horizontal coordinates were established by classical geodetic methods
 EZ0561.and adjusted by the National Geodetic Survey in August 2005.
 EZ0561
 EZ0561.The orthometric height was determined by differential leveling
 EZ0561.and adjusted in June 1991.
 EZ0561
 EZ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0561
 EZ0561.The geoid height was determined by GEOID03.
 EZ0561
 EZ0561.The dynamic height is computed by dividing the NAVD 88
 EZ0561.geopotential number by the normal gravity value computed on the
 EZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0561.degrees latitude (g = 980.6199 gals.).
 EZ0561
 EZ0561.The modeled gravity was interpolated from observed gravity values.
 EZ0561
 EZ0561;                    North         East     Units Scale Factor Converg.
 EZ0561;SPC NC       -   184,122.712   626,695.624   MT  0.99987637   +0 06 31.1
 EZ0561;SPC NC       -   604,075.93  2,056,083.89   sFT  0.99987637   +0 06 31.1
 EZ0561;UTM  17      - 3,920,673.518   698,694.759   MT  1.00008655   +1 16 05.9
 EZ0561
 EZ0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0561!SPC NC       -   0.99999853  x   0.99987637  =   0.99987490
 EZ0561!UTM  17      -   0.99999853  x   1.00008655  =   1.00008508
 EZ0561
 EZ0561:                Primary Azimuth Mark                     Grid Az
 EZ0561:SPC NC       -  SQUARE                                   197 46 54.0
 EZ0561:UTM  17      -  SQUARE                                   196 37 19.2
 EZ0561
 EZ0561|---------------------------------------------------------------------|
 EZ0561| PID    Reference Object                     Distance      Geod. Az  |
 EZ0561|                                                           dddmmss.s |
 EZ0561| EZ4918 SQUARE                              APPROX. 1.3 KM 1975325.1 |
 EZ0561|---------------------------------------------------------------------|
 EZ0561
 EZ0561                          SUPERSEDED SURVEY CONTROL
 EZ0561
 EZ0561  NAD 83(1986)-  35 24 34.78455(N)    078 48 42.39791(W) AD(       ) 2
 EZ0561  NAD 27      -  35 24 34.21207(N)    078 48 43.31546(W) AD(       ) 2
 EZ0561  NGVD 29 (??/??/92)   42.666  (m)          139.98   (f) ADJ UNCH    2 2
 EZ0561
 EZ0561.Superseded values are not recommended for survey control.
 EZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0561.See file dsdata.txt to determine how the superseded data were derived.
 EZ0561
 EZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9869520674(NAD 83)
 EZ0561_MARKER: DE = TRAVERSE STATION DISK
 EZ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0561_SP_SET: CONCRETE POST
 EZ0561_STAMPING: CAPE FEAR 1972
 EZ0561_MARK LOGO: NCGS  
 EZ0561_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0561+STABILITY: SURFACE MOTION
 EZ0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ0561+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 EZ0561
 EZ0561  HISTORY     - Date     Condition        Report By
 EZ0561  HISTORY     - 1972     MONUMENTED       NCGS
 EZ0561  HISTORY     - 1974     GOOD             NCGS
 EZ0561  HISTORY     - 1984     GOOD             USPSQD
 EZ0561  HISTORY     - 19840101 GOOD             NCGS
 EZ0561  HISTORY     - 19990410 GOOD             USPSQD
 EZ0561  HISTORY     - 20020610 GOOD             NCGS
 EZ0561  HISTORY     - 20020610 GOOD             NCGS
 EZ0561  HISTORY     - 20040620 GOOD             USPSQD
 EZ0561  HISTORY     - 20060903 GOOD             USPSQD
 EZ0561
 EZ0561                          STATION DESCRIPTION
 EZ0561
 EZ0561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ0561'CAPE FEAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ0561'IN THE VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ0561'
 EZ0561'CAPE FEAR IS LOCATED APPROXIMATELY 0.85 MILE NNE OF LILLINGTON.
 EZ0561'TO REACH STATION FROM THE HARNETT COUNTY COURTHOUSE IN LILLINGTON,
 EZ0561'PROCEED NNE 0.85 MILE ALONG US 421, US 401, NC 27, NC 210 TO
 EZ0561'STATION ON LEFT OF SOUTH BOUND LANE, APPROXIMATELY 500 FEET NORTH
 EZ0561'OF BRIDGE OVER CAPE FEAR RIVER, AND ON WEST SIDE OF GUARD RAIL.
 EZ0561'
 EZ0561'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ0561'CAPE FEAR 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ0561'WHICH IS 2 INCHES ABOVE THE GROUND.
 EZ0561'
 EZ0561'MARK IS--
 EZ0561'23.0 FEET NW OF C/L OF US 421 SOUTH BOUND LANE.
 EZ0561'110.8 FEET NNE OF ALUMINUM REF. TAG ON FOLDED ICE ON BRIDGE SIGN.
 EZ0561'6.0 FEET N OF TOP OF 9TH GUARD RAIL POST NORTH OF ICE ON BRIDGE
 EZ0561'SIGN.  7.2 FEET SW OF TOP OF 10TH GUARD RAIL POST NORTH OF ICE ON
 EZ0561'BRIDGE SIGN.
 EZ0561'2.0 FEET NW OF GUARD RAIL.
 EZ0561
 EZ0561                          STATION RECOVERY (1974)
 EZ0561
 EZ0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974
 EZ0561'0.8 MI NNE FROM LILLINGTON.
 EZ0561'TO REACH STATION FROM THE HARNETT COUNTY COURTHOUSE IN LILLINGTON,
 EZ0561'PROCEED NNE FOR 0.85 MILE ALONG U.S. 421, U.S. 401, NC 27 AND NC
 EZ0561'210 TO STATION ON LEFT OF SOUTH BOUND LANE, APPROXIMATELY 500 FEET
 EZ0561'NORTH OF BRIDGE OVER CAPE FEAR RIVER, AND ON WEST SIDE OF GUARD
 EZ0561'RAIL, 23.0 FT NW OF C/L OF U.S. 421 SOUTH BOUND LANE, 110.8 FT
 EZ0561'NNE OF ALUMINUM REF. TAG ON FOLDED ICE ON BRIDGE SIGN, 6.0 FT NORTH
 EZ0561'OF TOP OF 9TH GUARD RAIL POST NORTH OF ICE ON BRIDGE SIGN, 7.2 FT
 EZ0561'SW OF TOP OF 10TH GUARD RAIL POST NORTH OF ICE ON BRIDGE SIGN, AND
 EZ0561'2.0 FT NW OF GUARD RAIL.  DISK IS SET IN CONCRETE CYLINDER 2 INCHES
 EZ0561'ABOVE THE GROUND.
 EZ0561
 EZ0561                          STATION RECOVERY (1984)
 EZ0561
 EZ0561'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH)
 EZ0561'CAPE FEAR 1972 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL.
 EZ0561
 EZ0561                          STATION RECOVERY (1984)
 EZ0561
 EZ0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984
 EZ0561'THE STATION WAS RECOVERED AT THIS DATE. MARK WAS FOUND IN GOOD
 EZ0561'CONDITION AS DESCRIBED.
 EZ0561
 EZ0561                          STATION RECOVERY (1999)
 EZ0561
 EZ0561'RECOVERY NOTE BY US POWER SQUADRON 1999
 EZ0561'RECOVERED IN GOOD CONDITION.
 EZ0561
 EZ0561                          STATION RECOVERY (2002)
 EZ0561
 EZ0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ0561'STATION WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS.
 EZ0561'MARK IS ABOUT LEVEL WITH THE SOUTHBOUND LANE AND LOCATED 2.0 FT (0.6
 EZ0561'M) WEST-NORTHWEST OF GUARDRAIL POST WITH REFERENCE TAG, AND 25.2 FT
 EZ0561'(7.7 M) SOUTHWEST OF A POWER POLE (8FB37).
 EZ0561
 EZ0561                          STATION RECOVERY (2002)
 EZ0561
 EZ0561'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2002 (WLL)
 EZ0561'RECOVERED AS DESCRIBED.
 EZ0561
 EZ0561                          STATION RECOVERY (2004)
 EZ0561
 EZ0561'RECOVERY NOTE BY US POWER SQUADRON 2004
 EZ0561'RECOVERED IN GOOD CONDITION.
 EZ0561
 EZ0561                          STATION RECOVERY (2006)
 EZ0561
 EZ0561'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 UT0050 ***********************************************************************
 UT0050  DESIGNATION -  CAPE FEAR
 UT0050  PID         -  UT0050
 UT0050  STATE/COUNTY-  NC/BRUNSWICK
 UT0050  USGS QUAD   -  CAPE FEAR (1970)
 UT0050
 UT0050                         *CURRENT SURVEY CONTROL
 UT0050  ___________________________________________________________________
 UT0050* NAD 83(2001)-  33 50 27.03327(N)    077 57 45.58966(W)     ADJUSTED  
 UT0050* NAVD 88     -         5.1    (meters)      17.     (feet)  VERTCON   
 UT0050  ___________________________________________________________________
 UT0050  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 UT0050  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 UT0050  HORZ ORDER  -  SECOND
 UT0050
 UT0050.The horizontal coordinates were established by classical geodetic methods
 UT0050.and adjusted by the National Geodetic Survey in August 2005.
 UT0050
 UT0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 UT0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 UT0050
 UT0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 UT0050
 UT0050.The geoid height was determined by GEOID03.
 UT0050
 UT0050;                    North         East     Units Scale Factor Converg.
 UT0050;SPC NC       -    10,579.808   705,628.501   MT  1.00017271   +0 35 55.4
 UT0050;SPC NC       -    34,710.59  2,315,049.51   sFT  1.00017271   +0 35 55.4
 UT0050;UTM  18      - 3,748,458.452   225,848.462   MT  1.00052665   -1 39 03.2
 UT0050;UTM  17      - 3,748,660.190   781,063.832   MT  1.00057397   +1 41 33.2
 UT0050
 UT0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 UT0050!SPC NC       -   1.00000510  x   1.00017271  =   1.00017781
 UT0050!UTM  18      -   1.00000510  x   1.00052665  =   1.00053175
 UT0050!UTM  17      -   1.00000510  x   1.00057397  =   1.00057907
 UT0050
 UT0050:                Primary Azimuth Mark                     Grid Az
 UT0050:SPC NC       -  FORT FISHER USAF W RADAR TOWER           014 34 23.5
 UT0050:UTM  18      -  FORT FISHER USAF W RADAR TOWER           016 49 22.1
 UT0050:UTM  17      -  FORT FISHER USAF W RADAR TOWER           013 28 45.7
 UT0050
 UT0050|---------------------------------------------------------------------|
 UT0050| PID    Reference Object                     Distance      Geod. Az  |
 UT0050|                                                           dddmmss.s |
 UT0050| UT0080 FORT FISHER USAF W RADAR TOWER      APPROX.16.0 KM 0151018.9 |
 UT0050| UT0079 FORT FISHER USAF E RADAR TOWER      APPROX.16.1 KM 0153027.9 |
 UT0050| UT0078 FORT FISHER UNUSED STEEL TOWER      APPROX.15.0 KM 0161903.1 |
 UT0050| UT0084 KURE BEACH MUNICIPAL TANK           APPROX.18.3 KM 0162042.9 |
 UT0050| UT0755 CAPE FEAR RM 1                       29.745 METERS 02008     |
 UT0050| UT0756 CAPE FEAR RM 2                       14.080 METERS 17435     |
 UT0050|---------------------------------------------------------------------|
 UT0050
 UT0050                          SUPERSEDED SURVEY CONTROL
 UT0050
 UT0050  NAD 83(1986)-  33 50 27.04461(N)    077 57 45.59913(W) AD(       ) 2
 UT0050  NAD 27      -  33 50 26.41101(N)    077 57 46.64385(W) AD(       ) 2
 UT0050  NGVD 29 (07/19/86)    5.4    (m)           18.     (f) VERT ANG    3  
 UT0050
 UT0050.Superseded values are not recommended for survey control.
 UT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 UT0050.See file dsdata.txt to determine how the superseded data were derived.
 UT0050
 UT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2584848458(NAD 83)
 UT0050_MARKER: DS = TRIANGULATION STATION DISK
 UT0050_SETTING: 0 = UNSPECIFIED SETTING
 UT0050
 UT0050  HISTORY     - Date     Condition        Report By
 UT0050  HISTORY     - 1962     MONUMENTED       CGS
 UT0050  HISTORY     - 1965     GOOD             CGS
 UT0050
 UT0050                          STATION DESCRIPTION
 UT0050
 UT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 UT0050'STATION IS LOCATED ON SMITH ISLAND, NEAR THE EXTREME SOUTHEAST
 UT0050'POINT OF THE ISLAND AT A POINT KNOWN AS CAPE FEAR.  IT IS
 UT0050'ABOUT 6 MILES SOUTHEAST OF SOUTHPORT AND ABOUT 1/2 MILE
 UT0050'SOUTHEAST OF THREE TWO-STORY HOUSES THAT WERE FORMERLY OCCUPIED
 UT0050'BY THE COAST GUARD.  STATION IS ABOUT 500 FEET NORTHWEST OF
 UT0050'THE EXTREME SOUTHEAST POINT OF THE ISLAND, ON THE LAST OR MOST
 UT0050'SOUTHEASTERLY DUNE OF THE ISLAND, ABOUT 30 FEET NORTHWEST OF
 UT0050'THE SOUTHEAST EDGE OF THE DUNE, 2.7 FEET NORTHWEST OF A METAL
 UT0050'WITNESS POST AND SIGN AND ABOUT 6 FEET HIGHER THAN THE
 UT0050'BEACH.  THE MARK IS A STANDARD DISK, CLAMPED TO THE TOP OF A
 UT0050'COPPERWELD ROD WHICH IS DRIVEN THROUGH A 2-1/2 INCH
 UT0050'GALVANIZED PIPE TO A DEPTH OF 38 FEET.  THE DISK PROJECTS 5
 UT0050'1/2 INCHES AND IS STAMPED CAPE FEAR 1962.
 UT0050'
 UT0050'TO REACH FROM THE BOAT DOCKS IN SOUTHPORT, GO SOUTH-SOUTHEAST
 UT0050'ACROSS CAPE FEAR RIVER (ABOUT 15 MINUTES BY SMALL BOAT) TO THE
 UT0050'MOUTH OF BALD HEAD CREEK, WHICH IS ABOUT 1/2 MILE NORTHEAST OF
 UT0050'THE OLD BALD HEAD LIGHTHOUSE.  THENCE ABOUT 2 MILES ALONG BALD
 UT0050'HEAD CREEK TO A SMALL BOAT HOUSE AND DOCK ON THE RIGHT.  USING
 UT0050'A 4-WHEEL DRIVE VEHICLE, GO SOUTH FROM THE BOAT DOCK ALONG A
 UT0050'SAND ROAD THROUGH THE WOODS FOR 1.7 MILES TO THREE WHITE HOUSES
 UT0050'AND THE ISLAND CARETAKERS RESIDENCE, CONTINUE FOR 0.2 MILE TO
 UT0050'THE OCEAN BEACH, THENCE SOUTHEASTERLY ALONG THE BEACH FOR 0.5
 UT0050'MILE TO THE MOST SOUTHEASTERLY SAND DUNE ON THE ISLAND AND
 UT0050'STATION ON LEFT.
 UT0050'
 UT0050'REFERENCE MARK NO. 1 IS 98.4 FEET NORTH-NORTHEAST OF THE WITNESS
 UT0050'POST AND SIGN, 10 FEET WEST OF THE EAST END OF A SAND DUNE AND
 UT0050'ABOUT 6 FEET HIGHER THAN THE BEACH.  THE MARK IS A STANDARD
 UT0050'DISK, CLAMPED TO THE TOP OF A COPPERWELD ROD WHICH IS DRIVEN
 UT0050'THROUGH A 2-1/2 INCH GALVANIZED PIPE TO A DEPTH OF 24
 UT0050'FEET.  THE DISK PROJECTS 6 INCHES AND IS STAMPED CAPE FEAR NO 1
 UT0050'1962.
 UT0050'
 UT0050'REFERENCE MARK NO. 2 IS 44.6 FEET SOUTH OF THE METAL WITNESS
 UT0050'POST AND ON A SMALL DUNE ABOUT 5 FEET HIGHER THAN THE BEACH AND
 UT0050'ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK IS A STANDARD
 UT0050'DISK, CLAMPED TO THE TOP OF A COPPERWELD ROD WHICH IS DRIVEN
 UT0050'THROUGH A 2-1/2 GALVANIZED PIPE TO A DEPTH OF 24 FEET.  THE
 UT0050'DISK PROJECTS 6 INCHES AND IS STAMPED CAPE FEAR NO 2 1962.
 UT0050'
 UT0050'HEIGHT OF LIGHT ABOVE STATION MARK 3.08 METERS.
 UT0050
 UT0050                          STATION RECOVERY (1965)
 UT0050
 UT0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 UT0050'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 UT0050'MARKS WERE NOT FOUND BUT THEY ARE BELIEVED TO BE INTACT.  THEY
 UT0050'ARE COVERED BY ABOUT 4 FEET OF SAND.  THE ORIGINAL DESCRIPTION
 UT0050'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4745 ***********************************************************************
 DH4745  DESIGNATION -  CAPE FEAR
 DH4745  PID         -  DH4745
 DH4745  STATE/COUNTY-  NC/BLADEN
 DH4745  USGS QUAD   -  KELLY (1986)
 DH4745
 DH4745                         *CURRENT SURVEY CONTROL
 DH4745  ___________________________________________________________________
 DH4745* NAD 83(2007)-  34 23 44.44934(N)    078 16 05.58551(W)     ADJUSTED  
 DH4745* NAVD 88     -        14.92   (meters)      49.0    (feet)  LEVELING  
 DH4745  ___________________________________________________________________
 DH4745  EPOCH DATE  -        2002.00
 DH4745  X           -   1,071,261.090 (meters)                     COMP
 DH4745  Y           -  -5,158,512.675 (meters)                     COMP
 DH4745  Z           -   3,582,737.370 (meters)                     COMP
 DH4745  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DH4745  ELLIP HEIGHT-         -20.592 (meters)          (02/10/07) ADJUSTED
 DH4745  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 DH4745
 DH4745  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4745  Type    PID    Designation                      North   East  Ellip
 DH4745  -------------------------------------------------------------------
 DH4745  NETWORK DH4745 CAPE FEAR                         0.78   0.82   2.65
 DH4745  -------------------------------------------------------------------
 DH4745  VERT ORDER  -  THIRD
 DH4745
 DH4745.The horizontal coordinates were established by GPS observations
 DH4745.and adjusted by the National Geodetic Survey in February 2007.
 DH4745
 DH4745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4745.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4745.The horizontal coordinates are valid at the epoch date displayed above.
 DH4745.The epoch date for horizontal control is a decimal equivalence
 DH4745.of Year/Month/Day.
 DH4745
 DH4745.The orthometric height was determined by differential leveling.
 DH4745.The vertical network tie was performed by a horz. field party for horz.
 DH4745.obs reductions. Reset procedures were used to establish the elevation.
 DH4745
 DH4745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4745
 DH4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4745
 DH4745.The ellipsoidal height was determined by GPS observations
 DH4745.and is referenced to NAD 83.
 DH4745
 DH4745.The geoid height was determined by GEOID03.
 DH4745
 DH4745;                    North         East     Units Scale Factor Converg.
 DH4745;SPC NC       -    71,875.542   676,889.919   MT  0.99998332   +0 25 20.5
 DH4745;SPC NC       -   235,811.67  2,220,763.01   sFT  0.99998332   +0 25 20.5
 DH4745;UTM  17      - 3,809,413.169   751,133.107   MT  1.00037746   +1 32 38.4
 DH4745
 DH4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4745!SPC NC       -   1.00000323  x   0.99998332  =   0.99998655
 DH4745!UTM  17      -   1.00000323  x   1.00037746  =   1.00038069
 DH4745
 DH4745                          SUPERSEDED SURVEY CONTROL
 DH4745
 DH4745  NAD 83(1986)-  34 23 44.45765(N)    078 16 05.59500(W) AD(       ) 1
 DH4745  NAD 83(2001)-  34 23 44.44954(N)    078 16 05.58527(W) AD(       ) 1
 DH4745  ELLIP H (05/12/05)  -20.601  (m)                       GP(       ) 4 1
 DH4745
 DH4745.Superseded values are not recommended for survey control.
 DH4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4745.See file dsdata.txt to determine how the superseded data were derived.
 DH4745
 DH4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5113309413(NAD 83)
 DH4745_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4745_STAMPING: CAPE FEAR 1989
 DH4745_MARK LOGO: NCGS  
 DH4745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4745+STABILITY: SURFACE MOTION
 DH4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4745+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4745
 DH4745  HISTORY     - Date     Condition        Report By
 DH4745  HISTORY     - 1989     MONUMENTED       NCGS
 DH4745
 DH4745                          STATION DESCRIPTION
 DH4745
 DH4745'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4745'STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) NORTHWEST OF ACME.
 DH4745'ALONG NC 11 FOR 1.4 MI (2.3 KM) NORTH-NORTHEAST FROM NC 87, OR 0.1 MI
 DH4745'(0.2 KM) NORTHEAST OF THE COLUMBUS-BLADEN COUNTY LINE, AT THE SOUTH
 DH4745'END OF THE CAPE FEAR RIVER BRIDGE. MARK IS ABOUT LEVEL WITH HIGHWAY
 DH4745'AND IS RECESSED ABOUT 2-INCHES BELOW GROUND. LOCATED 17.5 FT (5.3 M)
 DH4745'WEST-NORTHWEST OF THE CENTERLINE OF NC 11, 236.2 FT (72.0 M)
 DH4745'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE BRIDGE
 DH4745'RAIL,---249.9 FTNORTH-NORTHEAST OF A TRUCK CLEARANCE SIGN POST AND
 DH4745'133.4 FT (40.7 M) SOUTH OF A POWERPOLE (NO. T 249) ---BOTH WITH
 DH4745'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2514 ***********************************************************************
 DD2514  DESIGNATION -  CAPE FEAR ARMY TOWER
 DD2514  PID         -  DD2514
 DD2514  STATE/COUNTY-  NC/BRUNSWICK
 DD2514  USGS QUAD   -  CAPE FEAR (1970)
 DD2514
 DD2514                         *CURRENT SURVEY CONTROL
 DD2514  ___________________________________________________________________
 DD2514* NAD 83(2001)-  33 52 04.34852(N)    078 00 28.14124(W)     ADJUSTED  
 DD2514* NAVD 88     -              **(meters)            **(feet)            
 DD2514  ___________________________________________________________________
 DD2514  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 DD2514  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 DD2514  HORZ ORDER  -  THIRD
 DD2514
 DD2514.The horizontal coordinates were established by classical geodetic methods
 DD2514.and adjusted by the National Geodetic Survey in August 2005.
 DD2514
 DD2514
 DD2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2514
 DD2514.The geoid height was determined by GEOID03.
 DD2514
 DD2514;                    North         East     Units Scale Factor Converg.
 DD2514;SPC NC       -    13,535.816   701,418.791   MT  1.00016135   +0 34 21.6
 DD2514;SPC NC       -    44,408.76  2,301,238.15   sFT  1.00016135   +0 34 21.6
 DD2514;UTM  17      - 3,751,536.347   776,796.734   MT  1.00054461   +1 40 06.8
 DD2514;UTM  18      - 3,751,578.601   221,756.510   MT  1.00055451   -1 40 38.2
 DD2514
 DD2514                          SUPERSEDED SURVEY CONTROL
 DD2514
 DD2514  NAD 83(1986)-  33 52 04.35968(N)    078 00 28.15065(W) AD(       ) 4
 DD2514  NAD 27      -  33 52 03.72400(N)    078 00 29.18000(W) AD(       ) 3
 DD2514
 DD2514.Superseded values are not recommended for survey control.
 DD2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2514.See file dsdata.txt to determine how the superseded data were derived.
 DD2514
 DD2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT7679751536(NAD 83)
 DD2514_MARKER: 55 = TOWER
 DD2514
 DD2514  HISTORY     - Date     Condition        Report By
 DD2514  HISTORY     - 1923     FIRST OBSERVED   CGS
 DD2514
 DD2514                          STATION DESCRIPTION
 DD2514
 DD2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (LPR)
 DD2514'STATION IS AT THE MOUTH OF CAPE FEAR RIVER ON THE W SIDE ON THE
 DD2514'SMITH ISLAND, ABOUT 220 YARDS N OF BALD HEAD RANGE, FRONT
 DD2514'BEACON.  THE STATION IS A SMALL TOWER USED AS A LOOKOUT STATION
 DD2514'AT THE W END OF THE BEAT OF SMITH ISLAND COAST GUARD
 DD2514'STATION.  THE STATION WAS NOT MARKED AND THERE ARE NO REFERENCE
 DD2514'MARKS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4783 ***********************************************************************
 DH4783  DESIGNATION -  CAPE FEAR AZ MK
 DH4783  PID         -  DH4783
 DH4783  STATE/COUNTY-  NC/COLUMBUS
 DH4783  USGS QUAD   -  KELLY (1986)
 DH4783
 DH4783                         *CURRENT SURVEY CONTROL
 DH4783  ___________________________________________________________________
 DH4783* NAD 83(1986)-  34 23 15.20684(N)    078 16 16.62126(W)     ADJUSTED  
 DH4783* NAVD 88     -         7.4    (meters)      24.     (feet)  VERT ANG  
 DH4783  ___________________________________________________________________
 DH4783  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 DH4783  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 DH4783  HORZ ORDER  -  SECOND
 DH4783
 DH4783.The horizontal coordinates were established by classical geodetic methods
 DH4783.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in May 2005.
 DH4783
 DH4783.The orthometric height was determined by vertical angle observations.
 DH4783
 DH4783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4783
 DH4783.The geoid height was determined by GEOID03.
 DH4783
 DH4783;                    North         East     Units Scale Factor Converg.
 DH4783;SPC NC       -    70,972.436   676,614.662   MT  0.99998542   +0 25 14.1
 DH4783;SPC NC       -   232,848.73  2,219,859.94   sFT  0.99998542   +0 25 14.1
 DH4783;UTM  17      - 3,808,504.492   750,875.477   MT  1.00037587   +1 32 31.0
 DH4783
 DH4783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4783!SPC NC       -   1.00000442  x   0.99998542  =   0.99998984
 DH4783!UTM  17      -   1.00000442  x   1.00037587  =   1.00038029
 DH4783
 DH4783                          SUPERSEDED SURVEY CONTROL
 DH4783
 DH4783.No superseded survey control is available for this station.
 DH4783
 DH4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU5087508504(NAD 83)
 DH4783_MARKER: DZ = AZIMUTH MARK DISK
 DH4783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4783_STAMPING: CAPE FEAR 1989
 DH4783_MARK LOGO: NCGS  
 DH4783_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH4783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4783+STABILITY: SURFACE MOTION
 DH4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4783+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH4783
 DH4783  HISTORY     - Date     Condition        Report By
 DH4783  HISTORY     - 1989     MONUMENTED       NCGS
 DH4783
 DH4783                          STATION DESCRIPTION
 DH4783
 DH4783'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (TLB)
 DH4783'STATION IS LOCATED APPROXIMATELY 5.8 MI (9.3 KM) NORTHWEST OF ACME.
 DH4783'ALONG NC 11 FOR 0.8 MI (1.3 KM) NORTH FROM NC 87, OR 0.6 MI (1.0 KM)
 DH4783'SOUTH FROM THE CAPE FEAR RIVER BRIDGE, IN SHOULDER. THE MARK IS ABOUT
 DH4783'LEVEL WITH HIGHWAY AND IS RECESSED 4-INCHES BELOW GROUND. LOCATED 20.6
 DH4783'FT (6.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,---78.4 FT
 DH4783'EAST-SOUTHEAST OF A POWERPOLE (NO. P 257) AND 89.2 FT (27.2 M) NORTH
 DH4783'OF A 6-INCH PINE---BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ5032 ***********************************************************************
 AJ5032  DESIGNATION -  CAPE FEAR LIGHTHOUSE BASE
 AJ5032  PID         -  AJ5032
 AJ5032  STATE/COUNTY-  NC/BRUNSWICK
 AJ5032  USGS QUAD   -  CAPE FEAR (1970)
 AJ5032
 AJ5032                         *CURRENT SURVEY CONTROL
 AJ5032  ___________________________________________________________________
 AJ5032* NAD 83(2007)-  33 50 47.86968(N)    077 57 57.19599(W)     ADJUSTED  
 AJ5032* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 AJ5032  ___________________________________________________________________
 AJ5032  EPOCH DATE  -        2002.00
 AJ5032  X           -   1,105,586.238 (meters)                     COMP
 AJ5032  Y           -  -5,186,189.557 (meters)                     COMP
 AJ5032  Z           -   3,532,311.386 (meters)                     COMP
 AJ5032  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 AJ5032  ELLIP HEIGHT-         -34.034 (meters)          (02/10/07) ADJUSTED
 AJ5032  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 AJ5032
 AJ5032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AJ5032  Type    PID    Designation                      North   East  Ellip
 AJ5032  -------------------------------------------------------------------
 AJ5032  NETWORK AJ5032 CAPE FEAR LIGHTHOUSE BASE         0.94   0.71   2.31
 AJ5032  -------------------------------------------------------------------
 AJ5032
 AJ5032.The horizontal coordinates were established by GPS observations
 AJ5032.and adjusted by the National Geodetic Survey in February 2007.
 AJ5032
 AJ5032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AJ5032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AJ5032.The horizontal coordinates are valid at the epoch date displayed above.
 AJ5032.The epoch date for horizontal control is a decimal equivalence
 AJ5032.of Year/Month/Day.
 AJ5032
 AJ5032.The orthometric height was determined by GPS observations and a
 AJ5032.high-resolution geoid model.
 AJ5032
 AJ5032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5032
 AJ5032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5032
 AJ5032.The ellipsoidal height was determined by GPS observations
 AJ5032.and is referenced to NAD 83.
 AJ5032
 AJ5032.The geoid height was determined by GEOID03.
 AJ5032
 AJ5032;                    North         East     Units Scale Factor Converg.
 AJ5032;SPC NC       -    11,218.760   705,323.376   MT  1.00017026   +0 35 48.7
 AJ5032;SPC NC       -    36,806.88  2,314,048.44   sFT  1.00017026   +0 35 48.7
 AJ5032;UTM  18      - 3,749,109.120   225,568.554   MT  1.00052854   -1 39 10.6
 AJ5032;UTM  17      - 3,749,293.454   780,746.435   MT  1.00057177   +1 41 27.7
 AJ5032
 AJ5032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5032!SPC NC       -   1.00000534  x   1.00017026  =   1.00017560
 AJ5032!UTM  18      -   1.00000534  x   1.00052854  =   1.00053389
 AJ5032!UTM  17      -   1.00000534  x   1.00057177  =   1.00057712
 AJ5032
 AJ5032                          SUPERSEDED SURVEY CONTROL
 AJ5032
 AJ5032  NAD 83(2001)-  33 50 47.86982(N)    077 57 57.19558(W) AD(       ) 1
 AJ5032  ELLIP H (03/13/03)  -34.020  (m)                       GP(       ) 4 2
 AJ5032  NAD 83(1986)-  33 50 47.88021(N)    077 57 57.20574(W) AD(       ) 1
 AJ5032
 AJ5032.Superseded values are not recommended for survey control.
 AJ5032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5032.See file dsdata.txt to determine how the superseded data were derived.
 AJ5032
 AJ5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2556949109(NAD 83)
 AJ5032_MARKER: Z = SEE DESCRIPTION
 AJ5032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ5032_SP_SET: CONCRETE LIGHTHOUSE BASE
 AJ5032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5032+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 AJ5032
 AJ5032  HISTORY     - Date     Condition        Report By
 AJ5032  HISTORY     - 1903     MONUMENTED
 AJ5032  HISTORY     - 20000620 GOOD             NCGS
 AJ5032  HISTORY     - 20050116 GOOD             USPSQD
 AJ5032  HISTORY     - 20060903 GOOD             USPSQD
 AJ5032
 AJ5032                          STATION DESCRIPTION
 AJ5032
 AJ5032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AJ5032'ON BALD HEAD ISLAND ABOUT 0.5 MI (0.8 KM) NORTHWEST OF THE POINT OF
 AJ5032'THE CAPE.  PROCEED ALONG MARINA WYND FOR 0.2 MI (0.3 KM) SOUTH FROM
 AJ5032'THE FERRY DOCK ON THE NORTH END OF BALD HEAD ISLAND TO NORTH BALD HEAD
 AJ5032'WYND, THENCE SOUTHEAST ALONG NORTH BALD HEAD WYND FOR 1.43 MI (2.30
 AJ5032'KM) TO FEDERAL ROAD, THENCE SOUTHEAST ALONG FEDERAL ROAD FOR 1.54 MI
 AJ5032'(2.48 KM) TO A SHARP CURVE LEFT AND THE STATION ON THE NORTH SIDE OF
 AJ5032'THE ROAD.  STATION OBSERVED IS A FAINT CENTER PUNCH IN THE TOP CENTER
 AJ5032'OF A 5/16 INCH BY 1 3/4 INCH PIECE OF STEEL PROJECTING 1 1/2 INCH
 AJ5032'ABOVE THE SURFACE OF THE OCTAGONAL CONCRETE CENTER BASE, THAT IS 12.5
 AJ5032'FT (3.8 M) ACROSS.  THE CENTER BASE CONTAINING THE STATION IS
 AJ5032'SURROUNDED BY EIGHT SMALLER CONCRETE LEG BASES THAT ARE 7 1/2 FEET
 AJ5032'ACROSS, EACH 23 FEET (7.0 M) FROM THE STATION, EACH PROJECTING 18 TO
 AJ5032'24 INCHES, AND EACH CONTAINING THREE 2 1/2 INCH STEEL STUDS.  MARK IS
 AJ5032'ABOUT 2 FEET (0.6 M) HIGHER THAN FEDERAL ROAD AND PROJECTS 24 INCHES.
 AJ5032'LOCATED ABOUT 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF FEDERAL
 AJ5032'ROAD, 57.8 FT (17.6 M) NORTHEAST OF THE NORTH CORNER OF A SMALL BRICK
 AJ5032'BUILDING AND 37.5 FT (11.4 M) EAST OF A FIRE HYDRANT.
 AJ5032
 AJ5032                          STATION RECOVERY (2005)
 AJ5032
 AJ5032'RECOVERY NOTE BY US POWER SQUADRON 2005
 AJ5032'RECOVERED IN GOOD CONDITION.
 AJ5032
 AJ5032                          STATION RECOVERY (2006)
 AJ5032
 AJ5032'RECOVERY NOTE BY US POWER SQUADRON 2006
 AJ5032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2648 ***********************************************************************
 EA2648  DESIGNATION -  CAPE FEAR RIVER CHANNEL E LT
 EA2648  PID         -  EA2648
 EA2648  STATE/COUNTY-  NC/NEW HANOVER
 EA2648  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2648
 EA2648                         *CURRENT SURVEY CONTROL
 EA2648  ___________________________________________________________________
 EA2648* NAD 83(2001)-  34 04 21.36298(N)    077 55 39.26629(W)     ADJUSTED  
 EA2648* NAVD 88     -              **(meters)            **(feet)            
 EA2648  ___________________________________________________________________
 EA2648  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 EA2648  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA2648  HORZ ORDER  -  THIRD
 EA2648
 EA2648.The horizontal coordinates were established by classical geodetic methods
 EA2648.and adjusted by the National Geodetic Survey in August 2005.
 EA2648
 EA2648
 EA2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2648
 EA2648.The geoid height was determined by GEOID03.
 EA2648
 EA2648;                    North         East     Units Scale Factor Converg.
 EA2648;SPC NC       -    36,323.067   708,598.932   MT  1.00008240   +0 37 08.3
 EA2648;SPC NC       -   119,169.93  2,324,795.00   sFT  1.00008240   +0 37 08.3
 EA2648;UTM  18      - 3,774,074.814   229,831.006   MT  1.00049987   -1 38 28.1
 EA2648;UTM  17      - 3,774,467.442   783,541.251   MT  1.00059117   +1 43 20.8
 EA2648
 EA2648                          SUPERSEDED SURVEY CONTROL
 EA2648
 EA2648  NAD 83(1986)-  34 04 21.37402(N)    077 55 39.27917(W) AD(       ) 4
 EA2648  NAD 27      -  34 04 20.76000(N)    077 55 40.32000(W) AD(       ) 3
 EA2648
 EA2648.Superseded values are not recommended for survey control.
 EA2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2648.See file dsdata.txt to determine how the superseded data were derived.
 EA2648
 EA2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2983174075(NAD 83)
 EA2648_MARKER: 14 = NAVIGATION LIGHT
 EA2648
 EA2648  HISTORY     - Date     Condition        Report By
 EA2648  HISTORY     - 1932     FIRST OBSERVED   CGS
 EA2648
 EA2648                          STATION DESCRIPTION
 EA2648
 EA2648'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2649 ***********************************************************************
 EA2649  DESIGNATION -  CAPE FEAR RIVER CHANNEL W LT
 EA2649  PID         -  EA2649
 EA2649  STATE/COUNTY-  NC/BRUNSWICK
 EA2649  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2649
 EA2649                         *CURRENT SURVEY CONTROL
 EA2649  ___________________________________________________________________
 EA2649* NAD 83(2001)-  34 04 18.17711(N)    077 56 04.86401(W)     ADJUSTED  
 EA2649* NAVD 88     -              **(meters)            **(feet)            
 EA2649  ___________________________________________________________________
 EA2649  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 EA2649  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 EA2649  HORZ ORDER  -  THIRD
 EA2649
 EA2649.The horizontal coordinates were established by classical geodetic methods
 EA2649.and adjusted by the National Geodetic Survey in August 2005.
 EA2649
 EA2649
 EA2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2649
 EA2649.The geoid height was determined by GEOID03.
 EA2649
 EA2649;                    North         East     Units Scale Factor Converg.
 EA2649;SPC NC       -    36,217.834   707,943.629   MT  1.00008271   +0 36 53.5
 EA2649;SPC NC       -   118,824.68  2,322,645.06   sFT  1.00008271   +0 36 53.5
 EA2649;UTM  18      - 3,773,995.471   229,171.786   MT  1.00050427   -1 38 42.4
 EA2649;UTM  17      - 3,774,349.548   782,887.765   MT  1.00058661   +1 43 06.3
 EA2649
 EA2649                          SUPERSEDED SURVEY CONTROL
 EA2649
 EA2649  NAD 83(1986)-  34 04 18.18800(N)    077 56 04.87680(W) AD(       ) 4
 EA2649  NAD 27      -  34 04 17.58000(N)    077 56 05.91000(W) AD(       ) 3
 EA2649
 EA2649.Superseded values are not recommended for survey control.
 EA2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2649.See file dsdata.txt to determine how the superseded data were derived.
 EA2649
 EA2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2917273995(NAD 83)
 EA2649_MARKER: 14 = NAVIGATION LIGHT
 EA2649
 EA2649  HISTORY     - Date     Condition        Report By
 EA2649  HISTORY     - 1932     FIRST OBSERVED   CGS
 EA2649
 EA2649                          STATION DESCRIPTION
 EA2649
 EA2649'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2650 ***********************************************************************
 EA2650  DESIGNATION -  CAPE FEAR RIVER EAST BASE 1921
 EA2650  PID         -  EA2650
 EA2650  STATE/COUNTY-  NC/NEW HANOVER
 EA2650  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2650
 EA2650                         *CURRENT SURVEY CONTROL
 EA2650  ___________________________________________________________________
 EA2650* NAD 83(2001)-  34 03 46.22669(N)    077 55 08.53064(W)     ADJUSTED  
 EA2650* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA2650  ___________________________________________________________________
 EA2650  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 EA2650  GEOID HEIGHT-         -37.21  (meters)                     GEOID03
 EA2650  HORZ ORDER  -  THIRD
 EA2650
 EA2650.The horizontal coordinates were established by classical geodetic methods
 EA2650.and adjusted by the National Geodetic Survey in August 2005.
 EA2650
 EA2650.The orthometric height was scaled from a topographic map.
 EA2650
 EA2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2650
 EA2650.The geoid height was determined by GEOID03.
 EA2650
 EA2650;                    North         East     Units Scale Factor Converg.
 EA2650;SPC NC       -    35,248.965   709,398.821   MT  1.00008588   +0 37 26.0
 EA2650;SPC NC       -   115,645.98  2,327,419.30   sFT  1.00008588   +0 37 26.0
 EA2650;UTM  18      - 3,772,969.548   230,588.228   MT  1.00049484   -1 38 09.4
 EA2650;UTM  17      - 3,773,408.400   784,362.089   MT  1.00059692   +1 43 36.5
 EA2650
 EA2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2650!SPC NC       -   1.00000558  x   1.00008588  =   1.00009146
 EA2650!UTM  18      -   1.00000558  x   1.00049484  =   1.00050042
 EA2650!UTM  17      -   1.00000558  x   1.00059692  =   1.00060250
 EA2650
 EA2650:                Primary Azimuth Mark                     Grid Az
 EA2650:SPC NC       -  RUINS RESET                              220 37 35.8
 EA2650:UTM  18      -  RUINS RESET                              222 53 11.2
 EA2650:UTM  17      -  RUINS RESET                              219 31 25.3
 EA2650
 EA2650|---------------------------------------------------------------------|
 EA2650| PID    Reference Object                     Distance      Geod. Az  |
 EA2650|                                                           dddmmss.s |
 EA2650| EA2703 RUINS RESET                         APPROX. 3.4 KM 2211501.8 |
 EA2650|---------------------------------------------------------------------|
 EA2650
 EA2650                          SUPERSEDED SURVEY CONTROL
 EA2650
 EA2650  NAD 83(1986)-  34 03 46.23803(N)    077 55 08.54288(W) AD(       ) 3
 EA2650  NAD 27      -  34 03 45.61800(N)    077 55 09.58900(W) AD(       ) 3
 EA2650
 EA2650.Superseded values are not recommended for survey control.
 EA2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2650.See file dsdata.txt to determine how the superseded data were derived.
 EA2650
 EA2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3058872970(NAD 83)
 EA2650_MARKER: X = CHISELED CROSS
 EA2650_SETTING: 0 = UNSPECIFIED SETTING
 EA2650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA2650
 EA2650  HISTORY     - Date     Condition        Report By
 EA2650  HISTORY     - 1921     MONUMENTED       CGS
 EA2650  HISTORY     - 1933     MARK NOT FOUND   CGS
 EA2650  HISTORY     - 1964     MARK NOT FOUND   CGS
 EA2650  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 EA2650
 EA2650                          STATION DESCRIPTION
 EA2650
 EA2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (RJA)
 EA2650'STATION IS ABOUT 5/8 MILE FROM THE DOCK OF THE CAROLINA BEACH
 EA2650'RAILWAY ON CAPE FEAR RIVER, ON THE S RAIL OF THE RAILWAY.  THE
 EA2650'STATION IS NOT MARKED EXCEPT BY A CROSS CUT IN THE CENTER OF
 EA2650'THE TOP OF THE RAIL.  EACH OF THE TWO REFERENCE MARKS CONSISTS
 EA2650'OF A CONCRETE BLOCK WITH A PROJECTING PIECE OF CONDENSER
 EA2650'TUBE.  THEY WERE ESTABLISHED ON OPPOSITE SIDES OF THE TRACK SO
 EA2650'THAT THE STATION AND MARKS ARE IN RANGE.  REFERENCE MARK NO.1
 EA2650'IS 7.99 METERS (26.2 FEET) FROM THE STATION N 57 DEG 05 MIN E.
 EA2650'REFERENCE MARK NO.2 IS 8.64 METERS (28.3 FEET) FROM
 EA2650'THE STATION S 57 DEG 04 MIN W.
 EA2650
 EA2650                          STATION RECOVERY (1933)
 EA2650
 EA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JAB)
 EA2650'STATION IS DESTROYED.  RAILS HAVE BEEN REMOVED AND ROADBED IS
 EA2650'IN RUINS.  REFERENCE MARKS COULD NOT BE FOUND.  SEARCH WAS MADE
 EA2650'ALONG OLD ROADBED FOR 1 MILE BACK FROM RUINS OF WHARF.  A
 EA2650'CONCRETE MONUMENT AND CONDENSER PIPE PARTIALLY OVERTURNED WERE
 EA2650'FOUND IN THE OLD ROADBED ABOUT 200 METERS BACK FROM THE BEACH.
 EA2650
 EA2650                          STATION RECOVERY (1964)
 EA2650
 EA2650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 EA2650'DESTROYED.  THE STATION MARK AND R.M.S NOT FOUND.  THE
 EA2650'STATION WAS A CUT IN THE SOUTH RAIL OF CAROLINA BEACH
 EA2650'RAILWAY.  THIS RAILWAY HAS BEEN DISCONTINUED AND THE RAILS
 EA2650'REMOVED.  THE R.M.S WERE SEARCHED FOR BUT NOT FOUND.  IT IS
 EA2650'BELIEVED THEY WERE DESTROYED WHEN THE RAILS WERE TAKEN UP.
 EA2650
 EA2650                          STATION RECOVERY (2004)
 EA2650
 EA2650'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0373 ***********************************************************************
 EX0373  DESIGNATION -  CAPE HATTERAS GUNNING HSE
 EX0373  PID         -  EX0373
 EX0373  STATE/COUNTY-  NC/DARE
 EX0373  USGS QUAD   -  HATTERAS (1987)
 EX0373
 EX0373                         *CURRENT SURVEY CONTROL
 EX0373  ___________________________________________________________________
 EX0373* NAD 83(2001)-  35 12 28.38459(N)    075 42 20.80312(W)     ADJUSTED  
 EX0373* NAVD 88     -              **(meters)            **(feet)            
 EX0373  ___________________________________________________________________
 EX0373  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EX0373  GEOID HEIGHT-         -38.62  (meters)                     GEOID03
 EX0373  HORZ ORDER  -  THIRD
 EX0373
 EX0373.The horizontal coordinates were established by classical geodetic methods
 EX0373.and adjusted by the National Geodetic Survey in August 2005.
 EX0373
 EX0373
 EX0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0373
 EX0373.The geoid height was determined by GEOID03.
 EX0373
 EX0373;                    North         East     Units Scale Factor Converg.
 EX0373;SPC NC       -   166,698.944   909,468.942   MT  0.99987288   +1 54 04.8
 EX0373;SPC NC       -   546,911.45  2,983,816.02   sFT  0.99987288   +1 54 04.8
 EX0373;UTM  18      - 3,896,325.198   435,759.289   MT  0.99965086   -0 24 24.9
 EX0373
 EX0373                          SUPERSEDED SURVEY CONTROL
 EX0373
 EX0373  NAD 83(1986)-  35 12 28.39298(N)    075 42 20.80756(W) AD(       ) 4
 EX0373  NAD 27      -  35 12 27.76000(N)    075 42 22.22000(W) AD(       ) 3
 EX0373
 EX0373.Superseded values are not recommended for survey control.
 EX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0373.See file dsdata.txt to determine how the superseded data were derived.
 EX0373
 EX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3575996325(NAD 83)
 EX0373_MARKER: 86 = CUPOLA
 EX0373
 EX0373  HISTORY     - Date     Condition        Report By
 EX0373  HISTORY     - 1935     FIRST OBSERVED   CGS
 EX0373  HISTORY     - 1947     GOOD             CGS
 EX0373  HISTORY     - 1962     GOOD             CGS
 EX0373  HISTORY     - 1963     GOOD             CGS
 EX0373  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 EX0373
 EX0373                          STATION DESCRIPTION
 EX0373
 EX0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JCB)
 EX0373'STATION IS LOCATED ON CAPE HATTERAS, ON THE SW OUTSKIRTS OF THE
 EX0373'SETTLEMENT OF HATTERAS.  THE STATION IS THE CUPOLA OF THE
 EX0373'GOOSEWING GUN CLUB.  IT IS UNMARKED AND NOT REFERENCED.
 EX0373
 EX0373                          STATION RECOVERY (1947)
 EX0373
 EX0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EX0373'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 EX0373'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 EX0373'
 EX0373'CHANGE GOOSEWING GUN TO GOOSEVILLE GUNNING.
 EX0373'
 EX0373'ADD A WIND INDICATOR IS LOCATED ATOP THE CENTER OF THE STATION.
 EX0373'
 EX0373'CARETAKER OF THE CLUB STATED THAT THE CUPOLA WAS ENLARGED ABOUT
 EX0373'1942, BUT THE CENTER WAS NOT SHIFTED.
 EX0373
 EX0373                          STATION RECOVERY (1962)
 EX0373
 EX0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 EX0373'RECOVERED IN REPORTEDLY AND EVIDENTLY GOOD CONDITION ESSENTIALLY
 EX0373'AS ORIGINALLY DESCRIBED.  THE BUILDING IS NOW THE MAIN
 EX0373'BUILDING OF THE U.S. COAST GUARD IN THE VICINITY.  CHIEF PETTY
 EX0373'OFFICER, MR. DAVID AUSTIN, SON OF THE LONG-TIME CARETAKER OF
 EX0373'THE BUILDING WHEN IT WAS HOME OF THE GUNNING CLUB IS AUTHORITY
 EX0373'FOR ITS BEING THE SAME AS ALWAYS EXCEPT FOR SUCH ALTERATIONS
 EX0373'AS NOTED IN THE RECOVERY NOTE OF R.J.S. IN 1947.  MR. HUGHES,
 EX0373'CIVIL ENGINEER FOR THE COAST GUARD IS AUTHORITY FOR THE
 EX0373'INFORMATION THAT THE BUILDING WILL BE RAZED BY THE END OF
 EX0373'THIS YEAR.  A LARGE NEW CONCRETE HEADQUARTERS FOR THE COAST
 EX0373'GUARD IS WELL ALONG TOWARD COMPLETION SOME 100 YARDS
 EX0373'(ESTIMATED) NORTHEASTERLY.
 EX0373
 EX0373                          STATION RECOVERY (1963)
 EX0373
 EX0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AT)
 EX0373'STATION RECOVERED AS DESCRIBED.  THIS BUILDING NOW BELONGS TO
 EX0373'THE COAST GUARD AND PRESENT PLANS CALL FOR IT TO BE DEMOLISHED
 EX0373'IN THE SUMMER OF 1963.
 EX0373
 EX0373                          STATION RECOVERY (1991)
 EX0373
 EX0373'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEC)
 EX0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0344 ***********************************************************************
 EX0344  DESIGNATION -  CAPE HATTERAS LH ECC
 EX0344  PID         -  EX0344
 EX0344  STATE/COUNTY-  NC/DARE
 EX0344  USGS QUAD   -  BUXTON (1983)
 EX0344
 EX0344                         *CURRENT SURVEY CONTROL
 EX0344  ___________________________________________________________________
 EX0344* NAD 83(2001)-  35 15 17.73860(N)    075 31 14.60132(W)     ADJUSTED  
 EX0344* NAVD 88     -        52.6    (meters)     173.     (feet)  VERT ANG  
 EX0344  ___________________________________________________________________
 EX0344  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 EX0344  GEOID HEIGHT-         -38.69  (meters)                     GEOID03
 EX0344  HORZ ORDER  -  SECOND
 EX0344
 EX0344.The horizontal coordinates were established by classical geodetic methods
 EX0344.and adjusted by the National Geodetic Survey in August 2005.
 EX0344
 EX0344.The orthometric height was determined by vertical angle observations.
 EX0344
 EX0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0344
 EX0344.The geoid height was determined by GEOID03.
 EX0344
 EX0344;                    North         East     Units Scale Factor Converg.
 EX0344;SPC NC       -   172,488.926   926,124.722   MT  0.99987259   +2 00 29.3
 EX0344;SPC NC       -   565,907.42  3,038,460.86   sFT  0.99987259   +2 00 29.3
 EX0344;UTM  18      - 3,901,438.388   452,630.823   MT  0.99962765   -0 18 02.1
 EX0344
 EX0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0344!SPC NC       -   0.99999781  x   0.99987259  =   0.99987040
 EX0344!UTM  18      -   0.99999781  x   0.99962765  =   0.99962546
 EX0344
 EX0344:                Primary Azimuth Mark                     Grid Az
 EX0344:SPC NC       -  CAPE HATTERAS LORAN MAST                 197 12 05.8
 EX0344:UTM  18      -  CAPE HATTERAS LORAN MAST                 199 30 37.2
 EX0344
 EX0344|---------------------------------------------------------------------|
 EX0344| PID    Reference Object                     Distance      Geod. Az  |
 EX0344|                                                           dddmmss.s |
 EX0344| EX0369 CAPE HATTERAS LORAN MAST            APPROX. 1.7 KM 1991235.1 |
 EX0344| EX0327 BUXTON NATIONAL PARK SER TANK       APPROX. 1.8 KM 2574106.0 |
 EX0344|---------------------------------------------------------------------|
 EX0344
 EX0344                          SUPERSEDED SURVEY CONTROL
 EX0344
 EX0344  NAD 83(1986)-  35 15 17.74933(N)    075 31 14.60603(W) AD(       ) 2
 EX0344  NAD 27      -  35 15 17.10906(N)    075 31 16.06605(W) AD(       ) 2
 EX0344  NGVD 29 (07/19/86)   54.0    (m)          177.     (f) VERT ANG    3  
 EX0344
 EX0344.Superseded values are not recommended for survey control.
 EX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0344.See file dsdata.txt to determine how the superseded data were derived.
 EX0344
 EX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE5263101438(NAD 83)
 EX0344_MARK LOGO: CGS   
 EX0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EX0344
 EX0344  HISTORY     - Date     Condition        Report By
 EX0344  HISTORY     - 1962     FIRST OBSERVED   CGS
 EX0344  HISTORY     - 1975     GOOD             NGS
 EX0344  HISTORY     - 19850101 GOOD             NCGS
 EX0344
 EX0344                          STATION DESCRIPTION
 EX0344
 EX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EX0344'STATION IS A PUNCH MARK IN THE DECK OF THE CATWALK AT THE TOP
 EX0344'OF THE CAPE HATTERAS LIGHTHOUSE.  IT IS ON THE NORTHWEST SIDE
 EX0344'OF THE LIGHTHOUSE, 1.7 FEET EAST OF THE IRON RAIL, 0.09 FOOT
 EX0344'SOUTH OF A WELDED SEAM IN THE DECK, 3.7 FEET WEST OF A 1 INCH
 EX0344'IRON PIPE WHICH IS ATTACHED TO THE NORTHWEST SIDE OF THE
 EX0344'LIGHTHOUSE AND 9.3 FEET NORTHEAST OF A 2 INCH PIPE WHICH IS
 EX0344'ATTACHED TO THE IRON RAIL.
 EX0344'
 EX0344'FROM THE DOOR AT THE TOP OF THE LIGHTHOUSE TURN RIGHT AND WALK
 EX0344'NORTHWESTERLY TO THE SEVENTH IRON POST IN THE GUARD RAIL AND
 EX0344'STATION AS DESCRIBED.
 EX0344
 EX0344                          STATION RECOVERY (1975)
 EX0344
 EX0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 EX0344'THE STATION WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 EX0344'CONDITION AS DESCRIBED.
 EX0344'
 EX0344'A KEY IS NEEDED TO GET TO THE TOP OF THIS LIGHTHOUSE.  KEY CAN
 EX0344'BE GOTTEN FROM THE U.S. COAST GUARD STATION, GROUP OFFICER IN
 EX0344'CHARGE.  OFFICE LOCATED AT THE COAST GUARD STATION, ABOUT 0.7
 EX0344'MILE SOUTHWESTERLY OF THE LIGHTHOUSE AS PER SIGNS, COAST GUARD
 EX0344'STATION.
 EX0344
 EX0344                          STATION RECOVERY (1985)
 EX0344
 EX0344'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0344'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0369 ***********************************************************************
 EX0369  DESIGNATION -  CAPE HATTERAS LORAN MAST
 EX0369  PID         -  EX0369
 EX0369  STATE/COUNTY-  NC/DARE
 EX0369  USGS QUAD   -  CAPE HATTERAS (1983)
 EX0369
 EX0369                         *CURRENT SURVEY CONTROL
 EX0369  ___________________________________________________________________
 EX0369* NAD 83(2001)-  35 14 26.55837(N)    075 31 36.33929(W)     ADJUSTED  
 EX0369* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EX0369  ___________________________________________________________________
 EX0369  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EX0369  GEOID HEIGHT-         -38.67  (meters)                     GEOID03
 EX0369  HORZ ORDER  -  THIRD
 EX0369
 EX0369.The horizontal coordinates were established by classical geodetic methods
 EX0369.and adjusted by the National Geodetic Survey in August 2005.
 EX0369
 EX0369.The orthometric height was scaled from a topographic map.
 EX0369
 EX0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0369
 EX0369.The geoid height was determined by GEOID03.
 EX0369
 EX0369;                    North         East     Units Scale Factor Converg.
 EX0369;SPC NC       -   170,893.579   925,630.783   MT  0.99987261   +2 00 16.7
 EX0369;SPC NC       -   560,673.35  3,036,840.33   sFT  0.99987261   +2 00 16.7
 EX0369;UTM  18      - 3,899,864.618   452,073.157   MT  0.99962831   -0 18 14.2
 EX0369
 EX0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0369!SPC NC       -   1.00000596  x   0.99987261  =   0.99987857
 EX0369!UTM  18      -   1.00000596  x   0.99962831  =   0.99963427
 EX0369
 EX0369                          SUPERSEDED SURVEY CONTROL
 EX0369
 EX0369  NAD 83(1986)-  35 14 26.56812(N)    075 31 36.34254(W) AD(       ) 4
 EX0369  NAD 27      -  35 14 25.92610(N)    075 31 37.80026(W) AD(       ) 3
 EX0369
 EX0369.Superseded values are not recommended for survey control.
 EX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0369.See file dsdata.txt to determine how the superseded data were derived.
 EX0369
 EX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD5207399865(NAD 83)
 EX0369_MARKER: 28 = LORAN MAST
 EX0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EX0369+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 EX0369
 EX0369  HISTORY     - Date     Condition        Report By
 EX0369  HISTORY     - 1949     FIRST OBSERVED   CGS
 EX0369  HISTORY     - 1949     GOOD             CGS
 EX0369  HISTORY     - 1974     GOOD             NGS
 EX0369  HISTORY     - 1978     GOOD             NOS
 EX0369  HISTORY     - 19850101 SEE DESCRIPTION  NCGS
 EX0369  HISTORY     - 19900820 SEE DESCRIPTION  NOS
 EX0369
 EX0369                          STATION DESCRIPTION
 EX0369
 EX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RJS)
 EX0369'THE STATION IS THE CENTER OF THE INSULATOR AT THE BASE OF THE
 EX0369'TOWER AND ATOP OF AN 18-INCH SQUARE CONCRETE PILLAR, 4 FEET HIGH.
 EX0369'
 EX0369'THIS TOWER IS OF OPEN STEEL CONSTRUCTION, TRIANGULAR IN SHAPE
 EX0369'(4 FEET TO THE SIDE), 304 FEET TALL.  IT IS LOCATED ABOUT 1700
 EX0369'METERS APPROXIMATELY S OF CAPE HATTERAS LIGHTHOUSE (OLD TOWER)
 EX0369'1933.
 EX0369
 EX0369                          STATION RECOVERY (1949)
 EX0369
 EX0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 EX0369'RECOVERED IN GOOD CONDITION.
 EX0369
 EX0369                          STATION RECOVERY (1974)
 EX0369
 EX0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RST)
 EX0369'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EX0369
 EX0369                          STATION RECOVERY (1978)
 EX0369
 EX0369'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978 (RCM)
 EX0369'RECOVERED AS DESCRIBED.  REFERENCE BLDG. NO LONGER USED BY WEATHER
 EX0369'BUREAU.
 EX0369
 EX0369                          STATION RECOVERY (1985)
 EX0369
 EX0369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 EX0369'THE LORAN MAST WAS TORN DOWN IN 1978 ACCORDING TO COAST GUARD
 EX0369'PERSONNEL.  THE 18X18X4 INCH CONCRETE BASE IS STILL INTACT. A NEW
 EX0369'DESCRIPTION FOLLOWS. PROCEED ALONG THE CAPE HATTERAS LIGHTHOUSE ROAD
 EX0369'FOR 1.45 KM (0.90 MI) SOUTH FROM NC 12, TO A PAVED ROAD TO THE RIGHT,
 EX0369'THENCE RIGHT ALONG THIS ROAD, LEADING TOWARD THE COAST GUARD STATION,
 EX0369'FOR 1.37 KM (0.85 MI) TO A PAVED ROAD (LOCATED 0.4 KM (0.25 MI) SOUTH
 EX0369'OF THE COAST GUARD STATION), THENCE SOUTHEAST ALONG THIS ROAD FOR 0.4
 EX0369'KM (0.25 MI) TO A CONCRETE BLOCK BUILDING, AND STATION, AT THE REAR OF
 EX0369'THE BUILDING. MARK IS THE CENTER OF THE INSULATOR WHICH PROJECTS 4
 EX0369'INCHES.  LOCATED 65.77 M (215.78 FT) EAST OF THE SOUTH CORNER OF THE
 EX0369'BUILDING, AND 81.22 M (266.47 FT) SOUTHEAST OF THE SOUTH CORNER OF A
 EX0369'SMALLER BLOCK BUILDING.
 EX0369
 EX0369                          STATION RECOVERY (1990)
 EX0369
 EX0369'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990
 EX0369'THE STATION IS LOCATED ON HATTERAS ISLAND ABOUT 3.3 KM (2.05 MI) SSW
 EX0369'OF THE VILLAGE OF BUXTON NEAR CAPE HATTERAS ABOUT 2.2 KM (1.35 MI)
 EX0369'NORTH OF THE CAPE PROPER, ABOUT 600 M (1968.5 FT) EAST OF A N-S ROAD
 EX0369'(LIGHTHOUSE ROAD) AND ABOUT 200 M (656.2 FT) WEST OF THE ATLANTIC
 EX0369'OCEAN SHORELINE AT THE FORMER SITE OF THE COAST GUARD LORAN
 EX0369'TRANSMITTER.  THE PROPERTY HAS BEEN TURNED OVER TO THE NATIONAL PARK
 EX0369'SERVICE.
 EX0369'TO REACH THE STATION FROM THE JUNCTION OF NC HWY 12 AND LIGHTHOUSE
 EX0369'ROAD ON THE EAST SIDE OF BUXTON, GO SOUTH ON LIGHTHOUSE ROAD FOR 0.85
 EX0369'MILE TO A T INTERSECTION.  TURN RIGHT AND GO 0.85 MILE TO THE RANGER
 EX0369'STATION ON THE RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO A ROAD ON THE
 EX0369'LEFT AND A GATE.  PASS THROUGH THE GATE AND GO 0.3 MILE TO THE STATION
 EX0369'ON THE RIGHT.
 EX0369'THE TOWER HAS BEEN REMOVED AND ONLY THE BASE REMAINS.  THE STATION IS
 EX0369'THE CENTER OF THE 0.46 M (1.5 FT) WIDE, 1.23 M (4.0 FT) HIGH CONCRETE
 EX0369'PILLAR.  THE STATION IS APPROXIMATELY 1700 M (5577.4 FT) SOUTH OF THE
 EX0369'CAPE HATTERAS LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1794 ***********************************************************************
 EA1794  DESIGNATION -  CAPE LOOKOUT LIGHTHOUSE
 EA1794  PID         -  EA1794
 EA1794  STATE/COUNTY-  NC/CARTERET
 EA1794  USGS QUAD   -  CAPE LOOKOUT (1951)
 EA1794
 EA1794                         *CURRENT SURVEY CONTROL
 EA1794  ___________________________________________________________________
 EA1794* NAD 83(2001)-  34 37 21.87571(N)    076 31 28.33630(W)     ADJUSTED  
 EA1794* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1794  ___________________________________________________________________
 EA1794  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EA1794  GEOID HEIGHT-         -37.62  (meters)                     GEOID03
 EA1794  HORZ ORDER  -  THIRD
 EA1794
 EA1794.The horizontal coordinates were established by classical geodetic methods
 EA1794.and adjusted by the National Geodetic Survey in August 2005.
 EA1794
 EA1794.The orthometric height was scaled from a topographic map.
 EA1794
 EA1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1794
 EA1794.The geoid height was determined by GEOID03.
 EA1794
 EA1794;                    North         East     Units Scale Factor Converg.
 EA1794;SPC NC       -    99,645.013   836,575.022   MT  0.99993242   +1 25 43.5
 EA1794;SPC NC       -   326,918.68  2,744,663.22   sFT  0.99993242   +1 25 43.5
 EA1794;UTM  18      - 3,832,264.604   360,242.031   MT  0.99984075   -0 51 58.8
 EA1794
 EA1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1794!SPC NC       -   1.00000565  x   0.99993242  =   0.99993806
 EA1794!UTM  18      -   1.00000565  x   0.99984075  =   0.99984639
 EA1794
 EA1794                          SUPERSEDED SURVEY CONTROL
 EA1794
 EA1794  NAD 83(1986)-  34 37 21.88876(N)    076 31 28.34075(W) AD(       ) 3
 EA1794  NAD 27      -  34 37 21.29589(N)    076 31 29.61636(W) AD(       ) 3
 EA1794
 EA1794.Superseded values are not recommended for survey control.
 EA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1794.See file dsdata.txt to determine how the superseded data were derived.
 EA1794
 EA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6024232265(NAD 83)
 EA1794_MARKER: 13 = LIGHTHOUSE
 EA1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1794+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 EA1794
 EA1794  HISTORY     - Date     Condition        Report By
 EA1794  HISTORY     - 1886     FIRST OBSERVED   CGS
 EA1794  HISTORY     - 1942     GOOD             CGS
 EA1794  HISTORY     - 1943     GOOD             CGS
 EA1794  HISTORY     - 1968     GOOD             CGS
 EA1794  HISTORY     - 1975     GOOD             USE
 EA1794  HISTORY     - 1985     GOOD             USPSQD
 EA1794  HISTORY     - 1988     GOOD             USPSQD
 EA1794  HISTORY     - 19960304 GOOD             NCGS
 EA1794  HISTORY     - 20040515 GOOD             USPSQD
 EA1794
 EA1794                          STATION DESCRIPTION
 EA1794
 EA1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (WCH)
 EA1794'THERE IS BUT LITTLE TO SAY IN DESCRIPTION OF THIS
 EA1794'STATION.  THE POINT OBSERVED UPON WAS THE BALL ON TOP OF THE
 EA1794'LANTERN.  THE LIGHT WAS OCCUPIED AS AN ECCENTRIC STATION, THE
 EA1794'THEODOLITE BEING SET UPON THE EAST SIDE OF THE TOWER ON THE
 EA1794'GALLERY BELOW THE LIGHT.
 EA1794'
 EA1794'THE GALLERY IS VERY NARROW RENDERING IT EXTREMELY DIFFICULT
 EA1794'TO MAKE OBSERVATIONS.
 EA1794
 EA1794                          STATION RECOVERY (1942)
 EA1794
 EA1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WFD)
 EA1794'STATION IS FINIAL ATOP CAPE LOOKOUT LIGHTHOUSE ON CAPE
 EA1794'LOOKOUT.  THE LIGHTHOUSE IS CYLINDRICAL AND IS PAINTED BLACK
 EA1794'AND WHITE IN DIAMOND PATTERNS.  THE APPROXIMATE HEIGHT IS 175 FEET.
 EA1794
 EA1794                          STATION RECOVERY (1943)
 EA1794
 EA1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (HCA)
 EA1794'THE STATION IS THE 156 FOOT LIGHTHOUSE ABOUT 2 MILES NORTH
 EA1794'BY EAST OF THE TIP OF CAPE LOOKOUT, ON CORE BANK AND DIRECTLY
 EA1794'OPPOSITE THE SOUTHEAST END OF SHACKLEFORD BANK.
 EA1794'
 EA1794'THE FINIAL OF THE LIGHTHOUSE WAS THE POINT OBSERVED UPON.
 EA1794
 EA1794                          STATION RECOVERY (1968)
 EA1794
 EA1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WTJ)
 EA1794'STATION RECOVERED AS DESCRIBED BY W.F.D. IN 1942.
 EA1794'
 EA1794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA1794'AT CAPE LOOKOUT.
 EA1794
 EA1794                          STATION RECOVERY (1975)
 EA1794
 EA1794'RECOVERY NOTE BY US ENGINEERS 1975 (GRN)
 EA1794'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 EA1794
 EA1794                          STATION RECOVERY (1985)
 EA1794
 EA1794'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EA1794'STATION FOUND GOOD.
 EA1794'
 EA1794'VISIBLE FROM SHORE.
 EA1794'VERIFIED EXISTENCE.
 EA1794
 EA1794                          STATION RECOVERY (1988)
 EA1794
 EA1794'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK)
 EA1794'RECOVERED IN GOOD CONDITION.
 EA1794
 EA1794                          STATION RECOVERY (1996)
 EA1794
 EA1794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC)
 EA1794'RECOVERED AS DESCRIBED.
 EA1794
 EA1794                          STATION RECOVERY (2004)
 EA1794
 EA1794'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1718 ***********************************************************************
 EA1718  DESIGNATION -  CAPE LOOKOUT NE RADIO TOWER
 EA1718  PID         -  EA1718
 EA1718  STATE/COUNTY-  NC/CARTERET
 EA1718  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1718
 EA1718                         *CURRENT SURVEY CONTROL
 EA1718  ___________________________________________________________________
 EA1718* NAD 83(2001)-  34 38 06.57883(N)    076 30 55.25328(W)     ADJUSTED  
 EA1718* NAVD 88     -              **(meters)            **(feet)            
 EA1718  ___________________________________________________________________
 EA1718  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 EA1718  GEOID HEIGHT-         -37.63  (meters)                     GEOID03
 EA1718  HORZ ORDER  -  THIRD
 EA1718
 EA1718.The horizontal coordinates were established by classical geodetic methods
 EA1718.and adjusted by the National Geodetic Survey in August 2005.
 EA1718
 EA1718
 EA1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1718
 EA1718.The geoid height was determined by GEOID03.
 EA1718
 EA1718;                    North         East     Units Scale Factor Converg.
 EA1718;SPC NC       -   101,043.062   837,382.975   MT  0.99993009   +1 26 02.6
 EA1718;SPC NC       -   331,505.45  2,747,313.98   sFT  0.99993009   +1 26 02.6
 EA1718;UTM  18      - 3,833,629.047   361,105.248   MT  0.99983778   -0 51 41.0
 EA1718
 EA1718                          SUPERSEDED SURVEY CONTROL
 EA1718
 EA1718  NAD 83(1986)-  34 38 06.59129(N)    076 30 55.25822(W) AD(       ) 4
 EA1718  NAD 27      -  34 38 06.03000(N)    076 30 56.55100(W) AD(       ) 3
 EA1718
 EA1718.Superseded values are not recommended for survey control.
 EA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1718.See file dsdata.txt to determine how the superseded data were derived.
 EA1718
 EA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD6110533629(NAD 83)
 EA1718_MARKER: 43 = RADIO/TV TOWER
 EA1718
 EA1718  HISTORY     - Date     Condition        Report By
 EA1718  HISTORY     - 1913     FIRST OBSERVED   CGS
 EA1718  HISTORY     - 1947     MARK NOT FOUND   CGS
 EA1718  HISTORY     - 20040515 MARK NOT FOUND   USPSQD
 EA1718
 EA1718                          STATION DESCRIPTION
 EA1718
 EA1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 EA1718'THIS RADIO TOWER HAS BEEN REMOVED AND THE STATION SHOULD BE
 EA1718'CONSIDERED LOST.
 EA1718
 EA1718                          STATION RECOVERY (2004)
 EA1718
 EA1718'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0852 ***********************************************************************
 EA0852  DESIGNATION -  CAPE RM
 EA0852  PID         -  EA0852
 EA0852  STATE/COUNTY-  NC/NEW HANOVER
 EA0852  USGS QUAD   -  CASTLE HAYNE (1980)
 EA0852
 EA0852                         *CURRENT SURVEY CONTROL
 EA0852  ___________________________________________________________________
 EA0852* NAD 83(1986)-  34 21 52.     (N)    077 53 52.     (W)     SCALED    
 EA0852* NAVD 88     -         9.946  (meters)      32.63   (feet)  ADJUSTED  
 EA0852  ___________________________________________________________________
 EA0852  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EA0852  DYNAMIC HT  -           9.936 (meters)      32.60  (feet)  COMP
 EA0852  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EA0852
 EA0852  VERT ORDER  -  SECOND    CLASS II
 EA0852
 EA0852.The horizontal coordinates were scaled from a topographic map and have
 EA0852.an estimated accuracy of +/- 6 seconds.
 EA0852
 EA0852.The orthometric height was determined by differential leveling
 EA0852.and adjusted in June 1991.
 EA0852
 EA0852.The geoid height was determined by GEOID03.
 EA0852
 EA0852.The dynamic height is computed by dividing the NAVD 88
 EA0852.geopotential number by the normal gravity value computed on the
 EA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0852.degrees latitude (g = 980.6199 gals.).
 EA0852
 EA0852.The modeled gravity was interpolated from observed gravity values.
 EA0852
 EA0852;                    North         East    Units  Estimated Accuracy
 EA0852;SPC NC       -    68,730.      710,990.      MT  (+/- 180 meters Scaled)
 EA0852
 EA0852                          SUPERSEDED SURVEY CONTROL
 EA0852
 EA0852  NGVD 29 (??/??/92)   10.240  (m)           33.60   (f) ADJ UNCH    2 2
 EA0852
 EA0852.Superseded values are not recommended for survey control.
 EA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0852.See file dsdata.txt to determine how the superseded data were derived.
 EA0852
 EA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD335063(NAD 83)
 EA0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA0852+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 EA0852
 EA0852  HISTORY     - Date     Condition        Report By
 EA0852  HISTORY     - UNK      MONUMENTED
 EA0852  HISTORY     - 1975     GOOD             NCGS
 EA0852  HISTORY     - 20060720 GOOD             USPSQD
 EA0852
 EA0852                          STATION DESCRIPTION
 EA0852
 EA0852'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0852'0.6 MI N FROM CASTLE HAYNE.
 EA0852'STATION IS AT THE SOUTHEAST CORNER OF THE US 117 BRIDGE OVER THE
 EA0852'NORTHEAST CAPE FEAR RIVER AT NEW HANOVER - PENDER COUNTY LINE, AND IN
 EA0852'THE SOUTH END OF THE EAST WHEELGUARD.
 EA0852
 EA0852                          STATION RECOVERY (2006)
 EA0852
 EA0852'RECOVERY NOTE BY US POWER SQUADRON 2006 (HHB)
 EA0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX3889 ***********************************************************************
 FX3889  DESIGNATION -  CAPEHART
 FX3889  PID         -  FX3889
 FX3889  STATE/COUNTY-  NC/BERTIE
 FX3889  USGS QUAD   -  MERRY HILL (1982)
 FX3889
 FX3889                         *CURRENT SURVEY CONTROL
 FX3889  ___________________________________________________________________
 FX3889* NAD 83(2001)-  36 03 12.59275(N)    076 47 23.91363(W)     ADJUSTED  
 FX3889* NAVD 88     -        14.38   (+/-2cm)      47.2    (feet)  VERTCON   
 FX3889  ___________________________________________________________________
 FX3889  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 FX3889  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX3889  HORZ ORDER  -  FIRST
 FX3889  VERT ORDER  -  THIRD ? (See Below)
 FX3889
 FX3889.The horizontal coordinates were established by classical geodetic methods
 FX3889.and adjusted by the National Geodetic Survey in August 2005.
 FX3889
 FX3889.The NAVD 88 height was computed by applying the VERTCON shift value to
 FX3889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FX3889.The vertical order pertains to the NGVD 29 superseded value.
 FX3889
 FX3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX3889
 FX3889.The geoid height was determined by GEOID03.
 FX3889
 FX3889;                    North         East     Units Scale Factor Converg.
 FX3889;SPC NC       -   257,753.032   808,708.116   MT  0.99997038   +1 16 32.0
 FX3889;SPC NC       -   845,644.74  2,653,236.54   sFT  0.99997038   +1 16 32.0
 FX3889;UTM  18      - 3,991,364.660   338,774.619   MT  0.99992029   -1 03 13.3
 FX3889
 FX3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX3889!SPC NC       -   1.00000344  x   0.99997038  =   0.99997382
 FX3889!UTM  18      -   1.00000344  x   0.99992029  =   0.99992373
 FX3889
 FX3889|---------------------------------------------------------------------|
 FX3889| PID    Reference Object                     Distance      Geod. Az  |
 FX3889|                                                           dddmmss.s |
 FX3889| FX2053 CAPEHART RM 1                        51.811 METERS 02006     |
 FX3889| FX4635 CAPEHART RM 2 AZIMUTH                              0485903.3 |
 FX3889| FX2052 CAPEHART AZ MK                                     0545451.5 |
 FX3889| FX3842 EDENTON HIGHEST WATER TANK          APPROX.17.0 KM 0872456.7 |
 FX3889| FX2054 CAPEHART RM 4                        27.995 METERS 28522     |
 FX3889| FX4636 CAPEHART RM 3                        67.480 METERS 29018     |
 FX3889|---------------------------------------------------------------------|
 FX3889
 FX3889                          SUPERSEDED SURVEY CONTROL
 FX3889
 FX3889  NAD 83(1993)-  36 03 12.60268(N)    076 47 23.92467(W) AD(       ) 1
 FX3889  NAD 83(1986)-  36 03 12.60321(N)    076 47 23.92628(W) AD(       ) 1
 FX3889  NAD 27      -  36 03 12.02900(N)    076 47 25.11300(W) AD(       ) 1
 FX3889  NGVD 29 (07/19/86)   14.71   (m)           48.3    (f) LEVELING    3  
 FX3889
 FX3889.Superseded values are not recommended for survey control.
 FX3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX3889.See file dsdata.txt to determine how the superseded data were derived.
 FX3889
 FX3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE3877591365(NAD 83)
 FX3889_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FX3889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX3889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FX3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX3889+STABILITY: SURFACE MOTION
 FX3889
 FX3889  HISTORY     - Date     Condition        Report By
 FX3889  HISTORY     - 1931     MONUMENTED       CGS
 FX3889  HISTORY     - 1942     GOOD             USE
 FX3889  HISTORY     - 1952     GOOD             CGS
 FX3889  HISTORY     - 1954     GOOD             CGS
 FX3889  HISTORY     - 1963     GOOD             CGS
 FX3889  HISTORY     - 1966     GOOD             CGS
 FX3889  HISTORY     - 1980     GOOD             NCGS
 FX3889
 FX3889                          STATION DESCRIPTION
 FX3889
 FX3889'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 FX3889'ABOUT 6 MILES SOUTH OF PERRYTOWN, AND 9 MILES EAST-NORTHEAST OF
 FX3889'WINDSOR, DIRECTLY BEHIND JOHNNIE EVANS HOUSE WHO LIVES JUST WEST
 FX3889'OF CAPEHART CHURCH, IN HIS TOBACCO FIELD, AND 23.54 METERS (77.2
 FX3889'FEET) SOUTH OF WEST SIDE OF GATE IN YARD FENCE. TO REACH FROM
 FX3889'WINDSOR, FOLLOW ROUTE 17 TOWARD EDENTON 10.4 MILES FROM STANDARD
 FX3889'STATION TO DIRT CROSSROAD.  FROM EDENTON, THIS CROSSROAD IS ABOUT
 FX3889'4-1/2 OR 5 MILES WEST OF WEST END OF TOLL BRIDGE OVER CHOWAN
 FX3889'RIVER, AND EXACTLY 1.2 MILES WEST OF BRIDGE OVER SALMON CREEK. GO
 FX3889'NORTH FROM CROSSROAD 1.45 MILES ON TEMPORARY ROUTE 35, TURN LEFT
 FX3889'AT T-ROAD, AND CONTINUE ABOUT 350 YARDS TO CAPEHART CHURCH ON
 FX3889'SOUTH SIDE OF ROAD AND STATION SITE.  SURFACE AND UNDERGROUND
 FX3889'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.  REFERENCE
 FX3889'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS
 FX3889'0.5 METER (1.6 FEET) NORTHEAST OF EAST CORNER OF GRANARY, AND
 FX3889'51.81 METERS (170.0 FEET) FROM STATION IN BEARING N 48 DEG 59 MIN
 FX3889'E. NO. 2 IS 108 METERS (354 FEET) SOUTHEAST OF INTERSECTION OF
 FX3889'ROUTE 35 AND CAPEHART ROAD, 6 METERS (20 FEET) EAST OF CENTER OF
 FX3889'MAIN SAND ROAD, 45 METERS (148 FEET) WEST OF HOUSE, 0.3 METER (1
 FX3889'FOOT) EAST OF FENCE LINE, AND APPROXIMATELY ONE-FOURTH MILE FROM
 FX3889'STATION IN BEARING N 20 DEG 06 MIN E.  NO. 3 IS 0.3 METER (1
 FX3889'FOOT) EAST OF JOHNNIE EVANS FENCE LINE, AND 67.48 METERS (221.4
 FX3889'FEET) FROM STATION IN BEARING N 69 DEG 42 MIN W.
 FX3889
 FX3889                          STATION RECOVERY (1942)
 FX3889
 FX3889'RECOVERY NOTE BY US ENGINEERS 1942
 FX3889'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 FX3889'CONDITION.  THE FOLLOWING CHANGES IN DESCRIPTION WERE NOTED--
 FX3889'
 FX3889'INTERSECTION U.S. HWY 17 AND N.C. HWY 45.  NORTH OF VIA NC HWY 45
 FX3889'1.45 MILES TO JUNCTION WITH SAND-CLAY ROAD LEADING SW TO CAPEHART
 FX3889'BAPTIST CHURCH.
 FX3889'
 FX3889'REFERENCE MARK NO. 2 (AZIMUTH MARK) WAS FOUND DISPLACED AND RESET
 FX3889'IN NEW LOCATION BY HIGHWAY WORKMEN.  R.M. 2 IS ABOUT 250 FEET S OF
 FX3889'JUNCTION OF N.C. HWY 45 AND CAPEHART ROAD, 108 FEET SW OF SW
 FX3889'CORNER OF HOUSE, 34 FEET E OF HIGHWAY CENTERLINE, 1 FOOT E OF
 FX3889'FENCE LINE, 42 FEET S OF FENCE CORNER, PROJECTING 1.4 FEET ABOVE
 FX3889'GROUND, AND 248.61 METERS (0.15 MILES) FROM STATION IN BEARING
 FX3889'N 47 DEG 28 MIN E.
 FX3889'
 FX3889'THIRD ORDER ELEVATION OF STATION - 48.29 FEET.
 FX3889
 FX3889                          STATION RECOVERY (1952)
 FX3889
 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EBL)
 FX3889'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN ORIGINAL
 FX3889'DESCRIPTION AND THE RECOVERY NOTE OF THE 30TH ENGINEERS IN 1942,
 FX3889'EXCEPT THAT THE DIRECTIONS OF R.M.S 1 AND 2 ARE INTERCHANGED IN
 FX3889'THE DESCRIPTION ON PAGE 147 OF THE PUBLICATION TRIANGULATION AND
 FX3889'TRAVERSE IN NORTH CAROLINA.  R.M. 3 IS NOW OBSTRUCTED BY A SMALL
 FX3889'BARN AND R.M.  2 WAS DESTROYED BY THIS PARTY AFTER AN AZIMUTH MARK
 FX3889'WAS ESTABLISHED.
 FX3889'
 FX3889'STATION IS ABOUT 10 MILES ENE OF WINDSOR, 1.5 MILES N OF MIDWAY
 FX3889'WHICH IS A CROSSROADS SETTLEMENT ON U.S. HIGHWAY 17, ABOUT 75
 FX3889'YARDS SW OF CAPEHARTS BAPTIST CHURCH, IN A CULTIVATED FIELD
 FX3889'BELONGING TO A MR. EVANS.
 FX3889'
 FX3889'STATION MARKS ARE STANDARD STATION DISKS SET IN CONCRETE.  SURFACE
 FX3889'MARK IS 15 INCHES UNDERGROUND AND THE DISK IS STAMPED CAPEHART 1931.
 FX3889'
 FX3889'R.M. 1 IS 57.795 METERS (169.93 FEET)
 FX3889'FROM THE STATION, 96.4 FEET SW OF THE SW CORNER OF THE SAID
 FX3889'CHURCH, 55 FEET W OF THE PROJECTED PLANE OF THE W WALL OF THE
 FX3889'SAME, AND 1.5 FEET SE OF THE E CORNER OF A GRANARY.  IT IS A
 FX3889'STANDARD DISK SET IN CONCRETE, PROJECTS 8 INCHES, AND THE DISK IS
 FX3889'STAMPED CAPEHART NO 1 1931.
 FX3889'
 FX3889'R.M. 3 IS 67.48 METERS (221.4 FEET) BEARING S 69 DEG 42 MIN E
 FX3889'FROM THE STATION OR 222.38 FEET AS MOST READILY MEASURED AROUND
 FX3889'THE S CORNER OF A BARN ON LINE BETWEEN THE TWO, ABOUT 125 FEET S
 FX3889'OF THE CENTER LINE OF A GRADED ROAD, 65 FEET S OF THE PROJECTED
 FX3889'PLANE OF THE N WALL OF THE SAID CHURCH, 97 FEET N OF THE NW
 FX3889'CORNER OF THE LARGER OF TWO BARNS, AND 1 FOOT E OF THE PROJECTED
 FX3889'PLANE OF THE W WALL OF THE SAME.  IT IS A STANDARD DISK SET IN
 FX3889'CONCRETE, PROJECTS 6 INCHES, AND THE DISK IS STAMPED CAPEHART NO 3
 FX3889'1931.
 FX3889'
 FX3889'AZIMUTH MARK IS 0.15 MILE
 FX3889'FROM THE STATION, 72 FEET E OF THE CENTER LINE OF STATE HIGHWAY
 FX3889'45, 61.4 FEET SSW OF THE SW CORNER OF THE ENCLOSED PORCH OF MR.
 FX3889'MEREDITH TAYLORS RESIDENCE, IN THE LINE OF POWER-LINE POLES, AND 5
 FX3889'FEET S OF TRANSFORMER POLE NO. 22573.  IT IS A STANDARD DISK SET
 FX3889'IN CONCRETE, PROJECTS 4 INCHES, AND THE DISK IS STAMPED CAPEHART 1952.
 FX3889'
 FX3889'TO REACH THE STATION FROM THE COURTHOUSE IN WINDSOR, GO E ON U.S.
 FX3889'HIGHWAY 17 FOR 10.4 MILES TO MIDWAY CROSSROADS AND TURN LEFT ONTO
 FX3889'STATE HIGHWAY 45, THENCE N 1.5 MILES TO A ROAD T-INTERSECTION AND
 FX3889'TURN LEFT, THENCE W 0.15 MILE TO THE STATION ABOUT 100 YARDS S OF
 FX3889'THE ROAD.
 FX3889
 FX3889                          STATION RECOVERY (1954)
 FX3889
 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 FX3889'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 FX3889'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED IN 1952 TO
 FX3889'REPLACE REFERENCE MARK NO. 2 BUT NO DESCRIPTION WAS AVAILABLE. THE
 FX3889'MARK IS 51 FEET SOUTHEAST OF A FENCE CORNER, 28 FEET EAST OF A
 FX3889'FENCE AND 5 FEET SOUTH OF POWER POLE.  THE MARK PROJECTS ABOUT 4
 FX3889'INCHES AND THE DISK IS STAMPED CAPEHART 1952. REFERENCE MARK NO.
 FX3889'3 IS OBSTRUCTED BY A SHED AND A TREE SO REFERENCE MARK NO. 4 WAS
 FX3889'ESTABLISHED. THE MARK IS 2 FEET SOUTH OF SOUTHWEST CORNER OF A
 FX3889'SHED. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 FX3889'CAPEHART NO 4 1954. THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 FX3889'CHECKED BUT THE DIRECTION GIVEN IN THE ORIGINAL DESCRIPTION DID NOT
 FX3889'CHECK.  IT WAS FOUND THAT THE DIRECTION TO REFERENCE MARK NO. 2 WAS
 FX3889'ACTUALLY THE DIRECTION TO REFERENCE MARK NO.  1.
 FX3889'
 FX3889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE HIGHWAY
 FX3889'45, MIDWAY BETWEEN EDENTON AND WINDSOR, GO NORTH ON STATE HIGHWAY
 FX3889'45 FOR 1.5 MILES TO AZIMUTH MARK ON RIGHT OR EAST SIDE OF HIGHWAY
 FX3889'AS DESCRIBED.  TURN SHARP LEFT ON GRAVEL ROAD FOR 0.2 MILE TO
 FX3889'DRIVEWAY LEFT.  TURN LEFT ON DRIVEWAY AND GO SOUTH FOR 0.05 MILE
 FX3889'TO GATE LEADING TO FIELD. PASS THROUGH GATE AND BEAR RIGHT AND
 FX3889'ABOUT 50 YARDS TO STATION AS DESCRIBED.
 FX3889'
 FX3889'1954 OBSERVATIONS TAKEN FROM A 103 FOOT TOWER.
 FX3889
 FX3889                          STATION RECOVERY (1963)
 FX3889
 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELH)
 FX3889'THIS STATION WAS FOUND IN GOOD CONDITION.  THE STATION MARK IS 16
 FX3889'INCHES BELOW THE SURFACE OF THE GROUND. R.M. NO. 1 AND R.M. NO. 2
 FX3889'WERE FOUND AND IN GOOD CONDITION. R.M. NO. 4 WAS FOUND AND IS
 FX3889'STAMPED CAPEHART NO. 4 195 THE LAST NUMBER IS NOT LEGIBLE. THIS
 FX3889'MARK IS 91 FEET SOUTHWEST OF STATION, 2 FEET NORTHEAST OF
 FX3889'SOUTHEAST CORNER OF SMALL SHED.  R.M. NO. 2 HAS BEEN MOVED AND
 FX3889'NOW IS A ROUND MARK SET FLUSH, 71 FEET EAST OF APPROXIMATE CENTER
 FX3889'OF ROUTE 35, 3.5 FEET SOUTH OF POWER LINE POLE NO. 22573 AND IS 62
 FX3889'FEET SOUTHWEST OF SOUTHWEST CORNER OF MR. M.H. TAILOR SR. HOUSE.
 FX3889'
 FX3889'THE TO REACH AND LOCATION ARE ADEQUATE.
 FX3889
 FX3889                          STATION RECOVERY (1966)
 FX3889
 FX3889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 FX3889'STATION, REFERENCE MARKS 1,3,4 AND AZIMUTH MARK WERE RECOVERED AS
 FX3889'DESCRIBED AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK NO. 2
 FX3889'WAS PREVIOUSLY REPORTED AS DESTROYED. THE 1952 AND 1954 RECOVERY
 FX3889'NOTES ARE ADEQUATE FOR RECOVERY OF STATION.
 FX3889
 FX3889                          STATION RECOVERY (1980)
 FX3889
 FX3889'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB)
 FX3889'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION
 FX3889'IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTION.  STATION MARK IS
 FX3889'120.3 FEET SOUTH-SOUTHWEST OF A 24 INCH PECAN TREE WITH REFERENCE
 FX3889'TAG.  THE DISTANCES TO REFERENCE MARKS WERE NOT CHECKED BECAUSE OF
 FX3889'CROPS BEING ON LINE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2052 ***********************************************************************
 FX2052  DESIGNATION -  CAPEHART AZ MK
 FX2052  PID         -  FX2052
 FX2052  STATE/COUNTY-  NC/BERTIE
 FX2052  USGS QUAD   -  MERRY HILL (1982)
 FX2052
 FX2052                         *CURRENT SURVEY CONTROL
 FX2052  ___________________________________________________________________
 FX2052* NAD 83(1986)-  36 03 07.     (N)    076 47 21.     (W)     SCALED    
 FX2052* NAVD 88     -        15.075  (meters)      49.46   (feet)  ADJUSTED  
 FX2052  ___________________________________________________________________
 FX2052  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 FX2052  DYNAMIC HT  -          15.063 (meters)      49.42  (feet)  COMP
 FX2052  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 FX2052
 FX2052  VERT ORDER  -  SECOND    CLASS II
 FX2052
 FX2052.The horizontal coordinates were scaled from a topographic map and have
 FX2052.an estimated accuracy of +/- 6 seconds.
 FX2052
 FX2052.The orthometric height was determined by differential leveling
 FX2052.and adjusted in June 1991.
 FX2052
 FX2052.The geoid height was determined by GEOID03.
 FX2052
 FX2052.The dynamic height is computed by dividing the NAVD 88
 FX2052.geopotential number by the normal gravity value computed on the
 FX2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2052.degrees latitude (g = 980.6199 gals.).
 FX2052
 FX2052.The modeled gravity was interpolated from observed gravity values.
 FX2052
 FX2052;                    North         East    Units  Estimated Accuracy
 FX2052;SPC NC       -   257,580.      808,790.      MT  (+/- 180 meters Scaled)
 FX2052
 FX2052                          SUPERSEDED SURVEY CONTROL
 FX2052
 FX2052  NGVD 29 (??/??/92)   15.406  (m)           50.54   (f) ADJ UNCH    2 2
 FX2052
 FX2052.Superseded values are not recommended for survey control.
 FX2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2052.See file dsdata.txt to determine how the superseded data were derived.
 FX2052
 FX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE388911(NAD 83)
 FX2052_MARKER: DZ = AZIMUTH MARK DISK
 FX2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2052_STAMPING: CAPEHART 1952
 FX2052_MARK LOGO: CGS   
 FX2052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2052+STABILITY: SURFACE MOTION
 FX2052
 FX2052  HISTORY     - Date     Condition        Report By
 FX2052  HISTORY     - 1952     MONUMENTED       CGS
 FX2052  HISTORY     - 19741201 GOOD             NCGS
 FX2052
 FX2052                          STATION DESCRIPTION
 FX2052
 FX2052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2052'10.0 MILES ENE OF WINDSOR.
 FX2052'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2052'ALONG NC 45 FOR 1.45 MILES (2.33 KM) TO STATION ON RIGHT NEAR A PP AT
 FX2052'EDGE OF A CULTIVATED FIELD, APPROXIMATELY 0.1 MILE (0.2 KM) SOUTH OF
 FX2052'INTERSECTION WITH SR 1364, 71.5 FT EAST OF C/L NC 45, 4.5 FT SOUTH OF
 FX2052'PP 225 WITH ALUMINUM REF. TAG, 63.5 FT SSW OF SW CORNER OF HOUSE, AND
 FX2052'135.0 FT SE OF TP 24 WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 FX2052'CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2053 ***********************************************************************
 FX2053  DESIGNATION -  CAPEHART RM 1
 FX2053  PID         -  FX2053
 FX2053  STATE/COUNTY-  NC/BERTIE
 FX2053  USGS QUAD   -  MERRY HILL (1982)
 FX2053
 FX2053                         *CURRENT SURVEY CONTROL
 FX2053  ___________________________________________________________________
 FX2053* NAD 83(1986)-  36 03 07.     (N)    076 47 21.     (W)     SCALED    
 FX2053* NAVD 88     -        15.301  (meters)      50.20   (feet)  ADJUSTED  
 FX2053  ___________________________________________________________________
 FX2053  GEOID HEIGHT-         -36.32  (meters)                     GEOID03
 FX2053  DYNAMIC HT  -          15.288 (meters)      50.16  (feet)  COMP
 FX2053  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 FX2053
 FX2053  VERT ORDER  -  SECOND    CLASS II
 FX2053
 FX2053.The horizontal coordinates were scaled from a topographic map and have
 FX2053.an estimated accuracy of +/- 6 seconds.
 FX2053
 FX2053.The orthometric height was determined by differential leveling
 FX2053.and adjusted in June 1991.
 FX2053
 FX2053.The geoid height was determined by GEOID03.
 FX2053
 FX2053.The dynamic height is computed by dividing the NAVD 88
 FX2053.geopotential number by the normal gravity value computed on the
 FX2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2053.degrees latitude (g = 980.6199 gals.).
 FX2053
 FX2053.The modeled gravity was interpolated from observed gravity values.
 FX2053
 FX2053;                    North         East    Units  Estimated Accuracy
 FX2053;SPC NC       -   257,580.      808,790.      MT  (+/- 180 meters Scaled)
 FX2053
 FX2053                          SUPERSEDED SURVEY CONTROL
 FX2053
 FX2053  NGVD 29 (??/??/92)   15.633  (m)           51.29   (f) ADJ UNCH    2 2
 FX2053
 FX2053.Superseded values are not recommended for survey control.
 FX2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2053.See file dsdata.txt to determine how the superseded data were derived.
 FX2053
 FX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE388911(NAD 83)
 FX2053_MARKER: DR = REFERENCE MARK DISK
 FX2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2053_STAMPING: CAPEHART NO 1 1931
 FX2053_MARK LOGO: CGS   
 FX2053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2053+STABILITY: SURFACE MOTION
 FX2053
 FX2053  HISTORY     - Date     Condition        Report By
 FX2053  HISTORY     - 1931     MONUMENTED       CGS
 FX2053  HISTORY     - 19741201 GOOD             NCGS
 FX2053
 FX2053                          STATION DESCRIPTION
 FX2053
 FX2053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2053'9.8 MILES ENE OF WINDSOR
 FX2053'TO REACH STATION FROM INTERSECTION OF US 17 WITH NC 45, PROCEED NORTH
 FX2053'ALONG NC 45 FOR 1.55 MILES (2.49 KM) TO SR 1364, THENCE SW ALONG SR
 FX2053'1364 FOR 0.15 MILE (0.24 KM) TO CAPEHART BAPTIST CHURCH AND STATION ON
 FX2053'LEFT IN REAR OF CHURCH, 85.0 FT SOUTH OF SW CORNER OF CHURCH (SUNDAY
 FX2053'SCHOOL SECTION), 57.5 FT NE OF 18-INCH PECAN TREE WITH ALUMINUM REF.
 FX2053'TAG, AND 125.2 FT SE OF SERVICE POLE WITH ALUMINUM REF. TAG.  DISK IS
 FX2053'SET IN TOP OF CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2054 ***********************************************************************
 FX2054  DESIGNATION -  CAPEHART RM 4
 FX2054  PID         -  FX2054
 FX2054  STATE/COUNTY-  NC/BERTIE
 FX2054  USGS QUAD   -  MERRY HILL (1982)
 FX2054
 FX2054                         *CURRENT SURVEY CONTROL
 FX2054  ___________________________________________________________________
 FX2054* NAD 83(1986)-  36 03 11.     (N)    076 47 26.     (W)     SCALED    
 FX2054* NAVD 88     -        14.932  (meters)      48.99   (feet)  ADJUSTED  
 FX2054  ___________________________________________________________________
 FX2054  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 FX2054  DYNAMIC HT  -          14.920 (meters)      48.95  (feet)  COMP
 FX2054  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 FX2054
 FX2054  VERT ORDER  -  SECOND    CLASS II
 FX2054
 FX2054.The horizontal coordinates were scaled from a topographic map and have
 FX2054.an estimated accuracy of +/- 6 seconds.
 FX2054
 FX2054.The orthometric height was determined by differential leveling
 FX2054.and adjusted in June 1991.
 FX2054
 FX2054.The geoid height was determined by GEOID03.
 FX2054
 FX2054.The dynamic height is computed by dividing the NAVD 88
 FX2054.geopotential number by the normal gravity value computed on the
 FX2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2054.degrees latitude (g = 980.6199 gals.).
 FX2054
 FX2054.The modeled gravity was interpolated from observed gravity values.
 FX2054
 FX2054;                    North         East    Units  Estimated Accuracy
 FX2054;SPC NC       -   257,700.      808,660.      MT  (+/- 180 meters Scaled)
 FX2054
 FX2054                          SUPERSEDED SURVEY CONTROL
 FX2054
 FX2054  NGVD 29 (??/??/92)   15.264  (m)           50.08   (f) ADJ UNCH    2 2
 FX2054
 FX2054.Superseded values are not recommended for survey control.
 FX2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2054.See file dsdata.txt to determine how the superseded data were derived.
 FX2054
 FX2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE387913(NAD 83)
 FX2054_MARKER: DR = REFERENCE MARK DISK
 FX2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX2054_STAMPING: CAPEHART NO 4 1954
 FX2054_MARK LOGO: CGS   
 FX2054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FX2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2054+STABILITY: SURFACE MOTION
 FX2054
 FX2054  HISTORY     - Date     Condition        Report By
 FX2054  HISTORY     - 1954     MONUMENTED       CGS
 FX2054  HISTORY     - 19741201 GOOD             NCGS
 FX2054
 FX2054                          STATION DESCRIPTION
 FX2054
 FX2054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LWA)
 FX2054'9.8 MILES ENE OF WINDSOR
 FX2054'TO REACH STATION FROM US 17 WITH NC 45, PROCEED NORTH ALONG NC 45 FOR
 FX2054'1.55 MILES (2.49 KM) TO SR 1364, THENCE SW ALONG SR 1364 FOR 0.15 MILE
 FX2054'(0.24 KM) TO CAPEHART BAPTIST CHURCH AND STATION ON LEFT IN REAR OF
 FX2054'CHURCH, 1.2 FT SE OF A LIVESTOCK SHED, AND 69.0 FT SW OF A 20-INCH
 FX2054'CHINABERRY TREE WITH ALUMINUM REF. TAG.  DISK IS SET IN THE TOP OF
 FX2054'CONCRETE CYLINDER, PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3972 ***********************************************************************
 EY3972  DESIGNATION -  CAPEHEART 2
 EY3972  PID         -  EY3972
 EY3972  STATE/COUNTY-  NC/BERTIE
 EY3972  USGS QUAD   -  WESTOVER (1978)
 EY3972
 EY3972                         *CURRENT SURVEY CONTROL
 EY3972  ___________________________________________________________________
 EY3972* NAD 83(2001)-  35 59 09.68987(N)    076 41 09.44586(W)     ADJUSTED  
 EY3972* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3972  ___________________________________________________________________
 EY3972  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EY3972  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EY3972  HORZ ORDER  -  THIRD
 EY3972
 EY3972.The horizontal coordinates were established by classical geodetic methods
 EY3972.and adjusted by the National Geodetic Survey in August 2005.
 EY3972
 EY3972.The orthometric height was scaled from a topographic map.
 EY3972
 EY3972.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3972
 EY3972.The geoid height was determined by GEOID03.
 EY3972
 EY3972;                    North         East     Units Scale Factor Converg.
 EY3972;SPC NC       -   250,482.124   818,252.286   MT  0.99995459   +1 20 08.1
 EY3972;SPC NC       -   821,790.10  2,684,549.37   sFT  0.99995459   +1 20 08.1
 EY3972;UTM  18      - 3,983,712.556   348,015.034   MT  0.99988463   -0 59 27.0
 EY3972
 EY3972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3972!SPC NC       -   1.00000548  x   0.99995459  =   0.99996007
 EY3972!UTM  18      -   1.00000548  x   0.99988463  =   0.99989011
 EY3972
 EY3972:                Primary Azimuth Mark                     Grid Az
 EY3972:SPC NC       -  EDENTON WATER TANK                       039 48 45.0
 EY3972:UTM  18      -  EDENTON WATER TANK                       042 08 20.1
 EY3972
 EY3972|---------------------------------------------------------------------|
 EY3972| PID    Reference Object                     Distance      Geod. Az  |
 EY3972|                                                           dddmmss.s |
 EY3972| FX3844 EDENTON WATER TANK                  APPROX.10.4 KM 0410853.1 |
 EY3972| FX3848 RANGE NORTH                         APPROX.10.0 KM 0730204.7 |
 EY3972| EY3950 MACKAYS CREEK BCN LIGHTHOUSE        APPROX. 8.1 KM 1251616.4 |
 EY3972| EY5571 TRI BLAZE ON SWEET GUM TREE          21.360 METERS 26502     |
 EY3972| EY5570 TRI BLAZE ON PINE TREE                7.650 METERS 31434     |
 EY3972| EY5569 TRI BLAZE ON HICKORY TREE            15.500 METERS 35347     |
 EY3972|---------------------------------------------------------------------|
 EY3972
 EY3972                          SUPERSEDED SURVEY CONTROL
 EY3972
 EY3972  NAD 83(1986)-  35 59 09.70019(N)    076 41 09.46008(W) AD(       ) 3
 EY3972  NAD 27      -  35 59 09.11500(N)    076 41 10.67200(W) AD(       ) 3
 EY3972
 EY3972.Superseded values are not recommended for survey control.
 EY3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3972.See file dsdata.txt to determine how the superseded data were derived.
 EY3972
 EY3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4801583713(NAD 83)
 EY3972_MARKER: N = NAIL
 EY3972_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EY3972_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 EY3972
 EY3972  HISTORY     - Date     Condition        Report By
 EY3972  HISTORY     - 1909     MONUMENTED       CGS
 EY3972  HISTORY     - 1915     GOOD             CGS
 EY3972
 EY3972                          STATION DESCRIPTION
 EY3972
 EY3972'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JBB)
 EY3972'ON THE APPROXIMATE LOCATION OF THE OLD STATION CAPEHEART.  ON
 EY3972'THE TOP OF A CLAY BLUFF 14 FEET HIGH, AND 5 METERS BACK FROM THE
 EY3972'EDGE OF THE BLUFF.  THE SUBSURFACE MARK IS A 6-INCH DRAIN PIPE
 EY3972'4 INCHES HIGH FILLED AND SET IN CEMENT, A NAIL MARKING THE
 EY3972'CENTER.  6 INCHES ABOVE THIS IS THE SURFACE MARK, A 4-INCH DRAIN
 EY3972'TILE PIPE 2-1/2 FEET LONG FILLED AND SET IN CEMENT, A NAIL
 EY3972'MARKING THE CENTER, THE TOP OF THE PIPE 5 INCHES ABOVE GROUND.
 EY3972'THE FLANGE IS UNDERNEATH.  THE FOLLOWING ANGLES AND DISTANCES
 EY3972'WERE MEASURED TO TRIANGLES BLAZED ON TREES FACING THE STATION.
 EY3972'
 EY3972'NAILS WERE DRIVEN IN THE CORNERS AND CENTERS OF THE TRIANGLES.
 EY3972
 EY3972                          STATION RECOVERY (1915)
 EY3972
 EY3972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1915 (OWF)
 EY3972'FIRST ESTABLISHED CAPEHEART 3.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3973 ***********************************************************************
 EY3973  DESIGNATION -  CAPEHEART 3
 EY3973  PID         -  EY3973
 EY3973  STATE/COUNTY-  NC/BERTIE
 EY3973  USGS QUAD   -  WESTOVER (1978)
 EY3973
 EY3973                         *CURRENT SURVEY CONTROL
 EY3973  ___________________________________________________________________
 EY3973* NAD 83(2001)-  35 59 09.68809(N)    076 41 10.32196(W)     ADJUSTED  
 EY3973* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3973  ___________________________________________________________________
 EY3973  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 EY3973  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EY3973  HORZ ORDER  -  THIRD
 EY3973
 EY3973.The horizontal coordinates were established by classical geodetic methods
 EY3973.and adjusted by the National Geodetic Survey in August 2005.
 EY3973
 EY3973.The orthometric height was scaled from a topographic map.
 EY3973
 EY3973.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3973
 EY3973.The geoid height was determined by GEOID03.
 EY3973
 EY3973;                    North         East     Units Scale Factor Converg.
 EY3973;SPC NC       -   250,481.558   818,230.348   MT  0.99995459   +1 20 07.6
 EY3973;SPC NC       -   821,788.24  2,684,477.40   sFT  0.99995459   +1 20 07.6
 EY3973;UTM  18      - 3,983,712.880   347,993.093   MT  0.99988471   -0 59 27.5
 EY3973
 EY3973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3973!SPC NC       -   1.00000548  x   0.99995459  =   0.99996007
 EY3973!UTM  18      -   1.00000548  x   0.99988471  =   0.99989019
 EY3973
 EY3973|---------------------------------------------------------------------|
 EY3973| PID    Reference Object                     Distance      Geod. Az  |
 EY3973|                                                           dddmmss.s |
 EY3973| EY4848 CAPEHEART 3 WM 2                      8.297 METERS 06708     |
 EY3973| FX3849 SKINNER 2                           APPROX.10.0 KM 0735752.7 |
 EY3973| EY3957 DRAWBRIDGE CENTER OF HIGH PART      APPROX. 8.9 KM 0890656.2 |
 EY3973| EY3955 WATCHHOUSE CHIMNEY                  APPROX. 8.6 KM 1123319.4 |
 EY3973| EY3950 MACKAYS CREEK BCN LIGHTHOUSE        APPROX. 8.2 KM 1251054.2 |
 EY3973| EY3976 SWAN                                APPROX. 7.7 KM 1355446.9 |
 EY3973| EY4847 CAPEHEART 3 WM 1                      1.964 METERS 15913     |
 EY3973| EY3974 CAPEHEART 3 RM 1                     34.049 METERS 27006     |
 EY3973|---------------------------------------------------------------------|
 EY3973
 EY3973                          SUPERSEDED SURVEY CONTROL
 EY3973
 EY3973  NAD 83(1986)-  35 59 09.69839(N)    076 41 10.33623(W) AD(       ) 3
 EY3973  NAD 27      -  35 59 09.11600(N)    076 41 11.55200(W) AD(       ) 3
 EY3973
 EY3973.Superseded values are not recommended for survey control.
 EY3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3973.See file dsdata.txt to determine how the superseded data were derived.
 EY3973
 EY3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4799383713(NAD 83)
 EY3973_MARKER: DS = TRIANGULATION STATION DISK
 EY3973_SETTING: 0 = UNSPECIFIED SETTING
 EY3973
 EY3973  HISTORY     - Date     Condition        Report By
 EY3973  HISTORY     - 1915     MONUMENTED       CGS
 EY3973  HISTORY     - 1942     MARK NOT FOUND   CGS
 EY3973
 EY3973                          STATION DESCRIPTION
 EY3973
 EY3973'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (OWF)
 EY3973'STATION IS ABOUT 22 METERS W APPARENTLY OF STATION CAPEHEART 2,
 EY3973'AND IS 21 METERS BACK FROM TOP OF BLUFF BANK, 360 METERS FROM
 EY3973'LONE LARGE CYPRESS TREE IN WATER, SAID TREE BEARS 101 DEG
 EY3973'33 MIN 48 SEC TO RIGHT OF STATION SKINNER 1915 MARKED BY A
 EY3973'CEMENT BLOCK 8 BY 6 BY 24 INCHES SET IN CEMENT, BEARING,
 EY3973'REINFORCED IN ITS TOP THE BRASS DISK, STANDING 1/2 INCH ABOVE
 EY3973'THE GROUND.
 EY3973'
 EY3973'REFERENCE MARK NO. 1 IS OLD REFERENCE MARK, 12-INCH GUM,
 EY3973'4 FEET ABOVE THE GROUND, MADE BY PARTY OF 1909 AND STAMP IS
 EY3973'COMMON TO BOTH SURVEYS, DISTANT 34.047 METERS ON LINE 196 DEG
 EY3973'07 MIN 49 SEC TO RIGHT OF STATION SKINNER 1915.
 EY3973'
 EY3973'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE 11 INCHES ABOVE
 EY3973'GROUND CUT ON 9-INCH BEECH TREE, DISTANT 8.297 METERS ON LINE
 EY3973'353 DEG 10 MIN 16 SEC TO THE RIGHT OF THE STATION SKINNER 1915.
 EY3973
 EY3973                          STATION RECOVERY (1942)
 EY3973
 EY3973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JEW)
 EY3973'THE MARK WAS NOT FOUND.  THE ORIGINAL DISTANCE AS GIVEN PUT THE
 EY3973'MARK IN THE WATER.  THERE IS EVIDENCE THAT THE SHORE HAS ERODED
 EY3973'IN THIS AREA.  THE REFERENCE MARK WAS RECOVERED.  SEE DESCRIPTION
 EY3973'FOR CAPEHEART 3, R.M.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3974 ***********************************************************************
 EY3974  DESIGNATION -  CAPEHEART 3 RM 1
 EY3974  PID         -  EY3974
 EY3974  STATE/COUNTY-  NC/BERTIE
 EY3974  USGS QUAD   -  WESTOVER (1978)
 EY3974
 EY3974                         *CURRENT SURVEY CONTROL
 EY3974  ___________________________________________________________________
 EY3974* NAD 83(2001)-  35 59 09.68992(N)    076 41 11.68122(W)     ADJUSTED  
 EY3974* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EY3974  ___________________________________________________________________
 EY3974  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 EY3974  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 EY3974  HORZ ORDER  -  THIRD
 EY3974
 EY3974.The horizontal coordinates were established by classical geodetic methods
 EY3974.and adjusted by the National Geodetic Survey in August 2005.
 EY3974
 EY3974.The orthometric height was scaled from a topographic map.
 EY3974
 EY3974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3974
 EY3974.The geoid height was determined by GEOID03.
 EY3974
 EY3974;                    North         East     Units Scale Factor Converg.
 EY3974;SPC NC       -   250,480.821   818,196.308   MT  0.99995459   +1 20 06.9
 EY3974;SPC NC       -   821,785.83  2,684,365.72   sFT  0.99995459   +1 20 06.9
 EY3974;UTM  18      - 3,983,713.525   347,959.053   MT  0.99988484   -0 59 28.3
 EY3974
 EY3974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3974!SPC NC       -   1.00000548  x   0.99995459  =   0.99996007
 EY3974!UTM  18      -   1.00000548  x   0.99988484  =   0.99989032
 EY3974
 EY3974:                Primary Azimuth Mark                     Grid Az
 EY3974:SPC NC       -  SKINNER 2                                072 40 59.4
 EY3974:UTM  18      -  SKINNER 2                                075 00 34.6
 EY3974
 EY3974|---------------------------------------------------------------------|
 EY3974| PID    Reference Object                     Distance      Geod. Az  |
 EY3974|                                                           dddmmss.s |
 EY3974| FX3849 SKINNER 2                           APPROX.10.0 KM 0740106.3 |
 EY3974| EY4850 CAPEHEART 3 RM 1 RP 2                23.871 METERS 08857     |
 EY3974| EY3956 DRAW                                APPROX. 8.9 KM 0891026.8 |
 EY3974| EY4851 CAPEHEART 3 RM 1 RP 3                              18920     |
 EY3974|---------------------------------------------------------------------|
 EY3974
 EY3974                          SUPERSEDED SURVEY CONTROL
 EY3974
 EY3974  NAD 83(1986)-  35 59 09.70022(N)    076 41 11.69548(W) AD(       ) 3
 EY3974  NAD 27      -  35 59 09.11800(N)    076 41 12.91100(W) AD(       ) 3
 EY3974
 EY3974.Superseded values are not recommended for survey control.
 EY3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3974.See file dsdata.txt to determine how the superseded data were derived.
 EY3974
 EY3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4795983714(NAD 83)
 EY3974_MARKER: DS = TRIANGULATION STATION DISK
 EY3974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3974
 EY3974  HISTORY     - Date     Condition        Report By
 EY3974  HISTORY     - 1942     MONUMENTED       CGS
 EY3974  HISTORY     - 1951     GOOD             CGS
 EY3974
 EY3974                          STATION DESCRIPTION
 EY3974
 EY3974'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JEW)
 EY3974'ON THE WESTERN END OF ALBEMARLE SOUND, APPROXIMATELY 2-1/2
 EY3974'MILES NNE OF ROANOKE RIVER LIGHTHOUSE (ABANDONED), ON THE
 EY3974'SOUTHERN PART OF BLACK WALNUT POINT, ON THE TOP OF A 20-FOOT
 EY3974'CLAY BLUFF, 26.9 METERS W OF THE EDGE OF THE BLUFF, 1 METER NW OF
 EY3974'36-INCH SWEET GUM TREE.  STATION IS A BRONZE DISK, STAMPED
 EY3974'CAPEHEART 3, 1915-42, SET IN TOP OF 6-INCH SQUARE CONCRETE POST.
 EY3974'A TRIANGLE IS STAMPED IN THE MARK AROUND THE INTERSECTION OF THE
 EY3974'LINES.  A LARGE TRIANGULAR BLAZE 5 FEET ABOVE THE GROUND, IN
 EY3974'A 10-INCH SWEET GUM TREE, FACING OFFSHORE WILL HELP IN
 EY3974'FINDING THE BEST PLACE TO CLIMB THE BLUFF.
 EY3974'
 EY3974'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 EY3974'
 EY3974'REFERENCE MARK NO.2 WITH THE ARROW POINTING TO THE STATION IS
 EY3974'23.871 METERS (78.32 FEET), HORIZONTAL DISTANCE, E OF THE
 EY3974'STATION.  IT IS 3.0 METERS W OF THE EDGE OF THE BLUFF AND IS ON
 EY3974'RANGE WITH THE HIGHEST PART OF THE RAILROAD DRAW.  STAMPED
 EY3974'CAPEHEART 3 RM, 2 - 1942.
 EY3974'
 EY3974'REFERENCE MARK NO.3 WITH THE ARROW POINTING TO THIS STATION IS
 EY3974'10.035 METERS (32.94 FEET), HORIZONTAL DISTANCE, SSW OF THE
 EY3974'STATION.  IT IS ON RANGE WITH ROANOKE RIVER LIGHTHOUSE
 EY3974'(ABANDONED).  STAMPED CAPEHEART 3, RM, 3 - 1942.
 EY3974'
 EY3974'AN 18-INCH SWEET GUM TREE WITH LARGE TRIANGULAR BLAZE 4 FEET
 EY3974'ABOVE THE GROUND IS 18.7 METERS NE OF THE STATION.
 EY3974'
 EY3974'THE STATION IS IN A WOODED AREA AND IT IS NECESSARY TO DO
 EY3974'CONSIDERABLE CLEARING TO SEE ANY OF THE STATIONS.
 EY3974
 EY3974                          STATION RECOVERY (1951)
 EY3974
 EY3974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (HFG)
 EY3974'STATION MARK AND R.M. 3 RECOVERED IN GOOD CONDITION.  R.M. 2
 EY3974'LOST THROUGH EROSION.  MEASUREMENTS FROM STATION MARK PLACE
 EY3974'MONUMENT OFFSHORE WHERE 20-FOOT BLUFF HAS SLOUGHED OFF.
 EY3974'
 EY3974'ORIGINAL DESCRIPTION ADEQUATE WITH THE FOLLOWING DELETIONS
 EY3974'AND ADDITIONS--
 EY3974'
 EY3974'THE SWEET GUM TREE WITH TRIANGULAR BLAZE FACING OFFSHORE
 EY3974'HAS ERODED AWAY.
 EY3974'
 EY3974'A 24-INCH BEECH TREE, 50.6 FEET NNE OF STATION MARK, WAS
 EY3974'BLAZED.  TREE IS 3 METERS BACK FROM BLUFF WITH TRIANGULAR
 EY3974'BLAZE FACING OFFSHORE.
 EY3974'
 EY3974'STATION MARK IS NOW 18.5 METERS BACK FROM THE TOP EDGE OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4897 ***********************************************************************
 FA4897  DESIGNATION -  CAPERNIUM
 FA4897  PID         -  FA4897
 FA4897  STATE/COUNTY-  NC/CLEVELAND
 FA4897  USGS QUAD   -  WACO (1973)
 FA4897
 FA4897                         *CURRENT SURVEY CONTROL
 FA4897  ___________________________________________________________________
 FA4897* NAD 83(2001)-  35 21 19.37628(N)    081 26 18.34247(W)     ADJUSTED  
 FA4897* NAVD 88     -       282.3    (meters)     926.     (feet)  VERTCON   
 FA4897  ___________________________________________________________________
 FA4897  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FA4897  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 FA4897  HORZ ORDER  -  SECOND
 FA4897
 FA4897.The horizontal coordinates were established by classical geodetic methods
 FA4897.and adjusted by the National Geodetic Survey in August 2005.
 FA4897
 FA4897.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4897
 FA4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4897
 FA4897.The geoid height was determined by GEOID03.
 FA4897
 FA4897;                    North         East     Units Scale Factor Converg.
 FA4897;SPC NC       -   180,806.752   388,018.415   MT  0.99987422   -1 24 26.6
 FA4897;SPC NC       -   593,196.82  1,273,023.75   sFT  0.99987422   -1 24 26.6
 FA4897;UTM  17      - 3,912,542.957   460,166.292   MT  0.99961955   -0 15 13.3
 FA4897
 FA4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4897!SPC NC       -   0.99996068  x   0.99987422  =   0.99983491
 FA4897!UTM  17      -   0.99996068  x   0.99961955  =   0.99958025
 FA4897
 FA4897:                Primary Azimuth Mark                     Grid Az
 FA4897:SPC NC       -  CHERRYVILLE WEST GREEN TANK              066 27 58.6
 FA4897:UTM  17      -  CHERRYVILLE WEST GREEN TANK              065 18 45.3
 FA4897
 FA4897|---------------------------------------------------------------------|
 FA4897| PID    Reference Object                     Distance      Geod. Az  |
 FA4897|                                                           dddmmss.s |
 FA4897| FA4907 CHERRYVILLE WEST GREEN TANK         APPROX. 4.8 KM 0650332.0 |
 FA4897| FA5089 SHELBY DORAN MILL MAST              APPROX. 4.7 KM 2245846.5 |
 FA4897|---------------------------------------------------------------------|
 FA4897
 FA4897                          SUPERSEDED SURVEY CONTROL
 FA4897
 FA4897  NAD 83(1986)-  35 21 19.39186(N)    081 26 18.34407(W) AD(       ) 2
 FA4897  NGVD 29 (09/01/92)  282.5    (m)          927.     (f) VERT ANG    3  
 FA4897
 FA4897.Superseded values are not recommended for survey control.
 FA4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4897.See file dsdata.txt to determine how the superseded data were derived.
 FA4897
 FA4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV6016612543(NAD 83)
 FA4897_MARKER: DE = TRAVERSE STATION DISK
 FA4897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4897_SP_SET: CONCRETE POST
 FA4897_STAMPING: CAPERNIUM 1984
 FA4897_MARK LOGO: NCGS  
 FA4897_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4897+STABILITY: SURFACE MOTION
 FA4897
 FA4897  HISTORY     - Date     Condition        Report By
 FA4897  HISTORY     - 1984     MONUMENTED       NCGS
 FA4897  HISTORY     - 19950127 GOOD             USPSQD
 FA4897
 FA4897                          STATION DESCRIPTION
 FA4897
 FA4897'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4897'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTHWEST OF WACO AND 11.4 KM
 FA4897'(7.1 MI) NORTHEAST OF SHELBY.
 FA4897'ALONG NC 150 FOR 6.6 KM (4.1 MI) NORTHEAST OF NC 180, AT SR 2075, IN
 FA4897'THE SHOULDER, AT THE SOUTHEAST END OF THE GUARDRAIL.
 FA4897'STATION IS LOCATED 32.7 M (107.3 FT) SOUTHEAST OF THE CENTERLINE OF NC
 FA4897'150, 6.0 M (19.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF SR 2075
 FA4897'(CAPERNIUM ROAD), 4.1 M (13.5 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF
 FA4897'THE GUARDRAIL, 15.1 M (49.5 FT) SOUTHEAST OF THE SOUTH END OF A SMALL
 FA4897'MEDIAN IN SR 2075, 54.2 M (177.8 FT) NORTH-NORTHWEST OF A METAL
 FA4897'GATE--AND 13.7 M (44.9 FT) WEST OF A FENCE POST, 30.5 M (100.1 FT)
 FA4897'EAST-NORTHEAST OF A POWER POLE--BOTH WITH REFERENCE TAGS. MARK IS
 FA4897'RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY.
 FA4897
 FA4897                          STATION RECOVERY (1995)
 FA4897
 FA4897'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2893 ***********************************************************************
 EB2893  DESIGNATION -  CAPP
 EB2893  PID         -  EB2893
 EB2893  STATE/COUNTY-  NC/RICHMOND
 EB2893  USGS QUAD   -  HAMLET (1982)
 EB2893
 EB2893                         *CURRENT SURVEY CONTROL
 EB2893  ___________________________________________________________________
 EB2893* NAD 83(2001)-  34 55 07.79868(N)    079 40 57.24349(W)     ADJUSTED  
 EB2893* NAVD 88     -       125.5    (meters)     412.     (feet)  VERTCON   
 EB2893  ___________________________________________________________________
 EB2893  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 EB2893  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EB2893  HORZ ORDER  -  SECOND
 EB2893
 EB2893.The horizontal coordinates were established by classical geodetic methods
 EB2893.and adjusted by the National Geodetic Survey in August 2005.
 EB2893
 EB2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2893
 EB2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2893
 EB2893.The geoid height was determined by GEOID03.
 EB2893
 EB2893;                    North         East     Units Scale Factor Converg.
 EB2893;SPC NC       -   129,873.415   547,236.794   MT  0.99988937   -0 23 38.2
 EB2893;SPC NC       -   426,093.03  1,795,392.71   sFT  0.99988937   -0 23 38.2
 EB2893;UTM  17      - 3,864,834.042   620,340.160   MT  0.99977848   +0 45 15.2
 EB2893
 EB2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2893!SPC NC       -   0.99998524  x   0.99988937  =   0.99987461
 EB2893!UTM  17      -   0.99998524  x   0.99977848  =   0.99976372
 EB2893
 EB2893:                Primary Azimuth Mark                     Grid Az
 EB2893:SPC NC       -  SNEAD                                    130 26 15.4
 EB2893:UTM  17      -  SNEAD                                    129 17 22.0
 EB2893
 EB2893|---------------------------------------------------------------------|
 EB2893| PID    Reference Object                     Distance      Geod. Az  |
 EB2893|                                                           dddmmss.s |
 EB2893| EB2899 SNEAD                               432.475 METERS 1300237.2 |
 EB2893| EB2889 LYNN                                APPROX. 0.8 KM 2902642.4 |
 EB2893|---------------------------------------------------------------------|
 EB2893
 EB2893                          SUPERSEDED SURVEY CONTROL
 EB2893
 EB2893  NAD 83(1986)-  34 55 07.80400(N)    079 40 57.24961(W) AD(       ) 2
 EB2893  NAD 27      -  34 55 07.24525(N)    079 40 58.05117(W) AD(       ) 2
 EB2893  NGVD 29 (07/19/86)  125.8    (m)          413.     (f) VERT ANG    3  
 EB2893
 EB2893.Superseded values are not recommended for survey control.
 EB2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2893.See file dsdata.txt to determine how the superseded data were derived.
 EB2893
 EB2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2034064834(NAD 83)
 EB2893_MARKER: DE = TRAVERSE STATION DISK
 EB2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2893_STAMPING: CAPP 1970
 EB2893_MARK LOGO: NCGS  
 EB2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2893+STABILITY: SURFACE MOTION
 EB2893
 EB2893  HISTORY     - Date     Condition        Report By
 EB2893  HISTORY     - 1970     MONUMENTED       NCGS
 EB2893
 EB2893                          STATION DESCRIPTION
 EB2893
 EB2893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EB2893'CAPP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2893'VICINITY OF HAMLET, NORTH CAROLINA.
 EB2893'
 EB2893'CAPP IS LOCATED APPROXIMATELY 2.1 MILES NNE OF HAMLET.  TO REACH
 EB2893'STATION PROCEED FROM THE INTERSECTION OF SR 1640 AND SR 1624
 EB2893'APPROXIMATELY 2.0 MILES NORTH OF HAMLET, GO EAST ON SR 1624 FOR 1.1
 EB2893'MILE TO STATION ON LEFT, ON TOP OF BANK, AND 0.7 MILE WEST OF
 EB2893'INTERSECTION OF SR 1624 AND NC 177.
 EB2893'
 EB2893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAPP
 EB2893'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2893'FLUSH WITH THE SURFACE OF THE GROUND.
 EB2893'
 EB2893'MARK IS
 EB2893'
 EB2893'37.5 FEET NE OF C/L OF SR 1624.
 EB2893'34.7 FEET SE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE ON N SIDE
 EB2893'OF SR 1624.
 EB2893'16.0 FEET W OF ALUMINUM REF. TAG ON 6 INCH PINE TREE ON N SIDE
 EB2893'OF SR 1624.
 EB2893'89.9 FEET WNW OF 8 INCH PINE TREE ON N SIDE OF SR 1624.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0303 ***********************************************************************
 EZ0303  DESIGNATION -  CAPPS
 EZ0303  PID         -  EZ0303
 EZ0303  STATE/COUNTY-  NC/WAYNE
 EZ0303  USGS QUAD   -  NEWTON GROVE NORTH (1986)
 EZ0303
 EZ0303                         *CURRENT SURVEY CONTROL
 EZ0303  ___________________________________________________________________
 EZ0303* NAD 83(2001)-  35 17 14.19428(N)    078 15 04.61519(W)     ADJUSTED  
 EZ0303* NAVD 88     -        50.204  (meters)     164.71   (feet)  ADJUSTED  
 EZ0303  ___________________________________________________________________
 EZ0303  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 EZ0303  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 EZ0303  DYNAMIC HT  -          50.160 (meters)     164.57  (feet)  COMP
 EZ0303  MODELED GRAV-     979,747.2   (mgal)                       NAVD 88
 EZ0303
 EZ0303  HORZ ORDER  -  SECOND
 EZ0303  VERT ORDER  -  SECOND    CLASS II
 EZ0303
 EZ0303.The horizontal coordinates were established by classical geodetic methods
 EZ0303.and adjusted by the National Geodetic Survey in August 2005.
 EZ0303
 EZ0303.The orthometric height was determined by differential leveling
 EZ0303.and adjusted in June 1991.
 EZ0303
 EZ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0303
 EZ0303.The geoid height was determined by GEOID03.
 EZ0303
 EZ0303.The dynamic height is computed by dividing the NAVD 88
 EZ0303.geopotential number by the normal gravity value computed on the
 EZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0303.degrees latitude (g = 980.6199 gals.).
 EZ0303
 EZ0303.The modeled gravity was interpolated from observed gravity values.
 EZ0303
 EZ0303;                    North         East     Units Scale Factor Converg.
 EZ0303;SPC NC       -   170,786.822   677,701.267   MT  0.99987278   +0 25 55.7
 EZ0303;SPC NC       -   560,323.10  2,223,424.91   sFT  0.99987278   +0 25 55.7
 EZ0303;UTM  17      - 3,908,367.103   749,977.436   MT  1.00037017   +1 35 19.3
 EZ0303
 EZ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0303!SPC NC       -   0.99999753  x   0.99987278  =   0.99987031
 EZ0303!UTM  17      -   0.99999753  x   1.00037017  =   1.00036770
 EZ0303
 EZ0303:                Primary Azimuth Mark                     Grid Az
 EZ0303:SPC NC       -  RUTTER                                   236 29 32.9
 EZ0303:UTM  17      -  RUTTER                                   235 20 09.3
 EZ0303
 EZ0303|---------------------------------------------------------------------|
 EZ0303| PID    Reference Object                     Distance      Geod. Az  |
 EZ0303|                                                           dddmmss.s |
 EZ0303| EZ0304 RUTTER                              APPROX. 0.7 KM 2365528.6 |
 EZ0303|---------------------------------------------------------------------|
 EZ0303
 EZ0303                          SUPERSEDED SURVEY CONTROL
 EZ0303
 EZ0303  NAD 83(1986)-  35 17 14.20238(N)    078 15 04.62096(W) AD(       ) 2
 EZ0303  NAD 27      -  35 17 13.61147(N)    078 15 05.63011(W) AD(       ) 2
 EZ0303  NGVD 29 (??/??/92)   50.501  (m)          165.69   (f) ADJ UNCH    2 2
 EZ0303
 EZ0303.Superseded values are not recommended for survey control.
 EZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0303.See file dsdata.txt to determine how the superseded data were derived.
 EZ0303
 EZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4997708367(NAD 83)
 EZ0303_MARKER: DE = TRAVERSE STATION DISK
 EZ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0303_STAMPING: CAPPS 1973
 EZ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0303+STABILITY: SURFACE MOTION
 EZ0303
 EZ0303  HISTORY     - Date     Condition        Report By
 EZ0303  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0303  HISTORY     - 1973     GOOD             NCGS
 EZ0303
 EZ0303                          STATION DESCRIPTION
 EZ0303
 EZ0303'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0303'CAPPS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0303'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0303'
 EZ0303'CAPPS IS LOCATED APPROXIMATELY 6.5 MILES ENE OF NEWTON GROVE AND 16.0
 EZ0303'MILES WSW OF GOLDSBORO.  TO REACH STATION FROM THE TRAFFIC CIRCLE IN
 EZ0303'NEWTON GROVE, PROCEED EASTERLY ALONG US 13 FOR 6.75 MILES TO
 EZ0303'STATION ON THE LEFT BESIDE A BARBED WIRE FENCE, ACROSS HIGHWAY FROM
 EZ0303'A ONE STORY WHITE FRAME HOUSE, AND 0.4 MILE EAST OF INTERSECTION
 EZ0303'WITH SR 1009.
 EZ0303'
 EZ0303'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAPPS
 EZ0303'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ0303'FLUSH WITH THE GROUND.
 EZ0303'
 EZ0303'MARK IS
 EZ0303'37.9 FEET N OF C/L OF US 13.
 EZ0303'30.0 FEET W OF C/L OF DIRT PATH.
 EZ0303'11.1 FEET ENE OF CORNER FENCE POST WITH ALUMINUM REF. TAG.
 EZ0303'11.2 FEET SSW OF FENCE POST WITH ALUMINUM REF. TAG.
 EZ0303'47.6 FEET WSW OF 12 INCH OAK WITH ALUMINUM REF. TAG.
 EZ0303'86.5 FEET SSW OF PAUL CAPPS HEADSTONE.
 EZ0303
 EZ0303                          STATION RECOVERY (1973)
 EZ0303
 EZ0303'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0303'6.5 MI ENE FROM NEWTON GROVE.
 EZ0303'CAPPS IS LOCATED APPROXIMATELY 16.0 MILES WSW OF GOLDSBORO.  TO
 EZ0303'REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0303'EASTERLY ALONG U.S. 13 FOR 6.75 MILES TO STATION ON THE LEFT
 EZ0303'BESIDE A BARBED WIRE FENCE, ACROSS HIGHWAY FROM A ONE STORY WHITE
 EZ0303'FRAME HOUSE, AND 0.4 MILE EAST OF INTERSECTION WITH SR 1009, 37.9
 EZ0303'FT N OF C/L OF U.S. 13, 30.0 FT W OF C/L OF DIRT PATH, 11.1 FT
 EZ0303'ENE OF CORNER FENCE POST WITH ALUMINUM REF. TAG, 11.2 FT SSW OF
 EZ0303'FENCE POST WITH ALUMINUM REF. TAG, 47.6 FT WSW OF 12 INCH OAK WITH
 EZ0303'ALUMINUM REF. TAG, AND 86.5 FT SSW OF PAUL CAPPS HEADSTONE.  DISK
 EZ0303'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0505 ***********************************************************************
 FA0505  DESIGNATION -  CAPPS HILL
 FA0505  PID         -  FA0505
 FA0505  STATE/COUNTY-  NC/MECKLENBURG
 FA0505  USGS QUAD   -  MOUNTAIN ISLAND LAKE (1993)
 FA0505
 FA0505                         *CURRENT SURVEY CONTROL
 FA0505  ___________________________________________________________________
 FA0505* NAD 83(2001)-  35 18 03.13894(N)    080 52 43.81217(W)     ADJUSTED  
 FA0505* NAVD 88     -       252.244  (meters)     827.57   (feet)  ADJUSTED  
 FA0505  ___________________________________________________________________
 FA0505  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 FA0505  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 FA0505  DYNAMIC HT  -         252.014 (meters)     826.82  (feet)  COMP
 FA0505  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 FA0505
 FA0505  HORZ ORDER  -  SECOND
 FA0505  VERT ORDER  -  SECOND    CLASS 0
 FA0505
 FA0505.The horizontal coordinates were established by classical geodetic methods
 FA0505.and adjusted by the National Geodetic Survey in August 2005.
 FA0505
 FA0505.The orthometric height was determined by differential leveling
 FA0505.and adjusted in June 1991.
 FA0505
 FA0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0505
 FA0505.The geoid height was determined by GEOID03.
 FA0505
 FA0505.The dynamic height is computed by dividing the NAVD 88
 FA0505.geopotential number by the normal gravity value computed on the
 FA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0505.degrees latitude (g = 980.6199 gals.).
 FA0505
 FA0505.The modeled gravity was interpolated from observed gravity values.
 FA0505
 FA0505;                    North         East     Units Scale Factor Converg.
 FA0505;SPC NC       -   173,655.086   438,747.745   MT  0.99987296   -1 05 03.9
 FA0505;SPC NC       -   569,733.39  1,439,458.23   sFT  0.99987296   -1 05 03.9
 FA0505;UTM  17      - 3,906,416.178   511,015.730   MT  0.99960150   +0 04 12.1
 FA0505
 FA0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0505!SPC NC       -   0.99996521  x   0.99987296  =   0.99983817
 FA0505!UTM  17      -   0.99996521  x   0.99960150  =   0.99956672
 FA0505
 FA0505|---------------------------------------------------------------------|
 FA0505| PID    Reference Object                     Distance      Geod. Az  |
 FA0505|                                                           dddmmss.s |
 FA0505| FA0504 BAKER                               235.652 METERS 05551     |
 FA0505| FA0506 FAULK                               APPROX. 0.9 KM 2301843.8 |
 FA0505|---------------------------------------------------------------------|
 FA0505
 FA0505                          SUPERSEDED SURVEY CONTROL
 FA0505
 FA0505  NAD 83(1986)-  35 18 03.15683(N)    080 52 43.82018(W) AD(       ) 2
 FA0505  NAD 27      -  35 18 02.65123(N)    080 52 44.55976(W) AD(       ) 2
 FA0505  NGVD 29 (??/??/92)  252.463  (m)          828.29   (f) ADJ UNCH    2 0
 FA0505
 FA0505.Superseded values are not recommended for survey control.
 FA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0505.See file dsdata.txt to determine how the superseded data were derived.
 FA0505
 FA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1101606416(NAD 83)
 FA0505_MARKER: DE = TRAVERSE STATION DISK
 FA0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FA0505_STAMPING: CAPPS HILL 1970
 FA0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA0505+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 FA0505
 FA0505  HISTORY     - Date     Condition        Report By
 FA0505  HISTORY     - 1970     MONUMENTED       NCGS
 FA0505  HISTORY     - 1972     GOOD             NCGS
 FA0505  HISTORY     - 1987     GOOD             USPSQD
 FA0505  HISTORY     - 1987     GOOD             USPSQD
 FA0505  HISTORY     - 1990     GOOD             USPSQD
 FA0505  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 FA0505  HISTORY     - 20040414 GOOD             USPSQD
 FA0505  HISTORY     - 20060829 GOOD             USPSQD
 FA0505
 FA0505                          STATION DESCRIPTION
 FA0505
 FA0505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0505'CAPPS HILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0505'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0505'
 FA0505'CAPPS HILL IS LOCATED APPROXIMATELY 5.4 MILES NNW OF CHARLOTTE.  TO
 FA0505'REACH STATION PROCEED FROM THE INTERSECTION OF NC 16 AND SR 2019
 FA0505'(PEACH TREE RD.), GO NORTH ON SR 2019 FOR 1.1 MILES TO INTERSECTION
 FA0505'OF SR 2019 AND SR 2027 (OAK DR.), CONTINUE NORTHERLY ON SR 2019
 FA0505'FOR 0.6 MILE TO STATION ON RIGHT (EAST) SIDE OF ROAD, AND 0.05
 FA0505'MILE SOUTH OF INTERSECTION OF SR 2019 AND SR 2050 (CAPPS HILL MINE
 FA0505'RD.).
 FA0505'
 FA0505'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAPPS
 FA0505'HILL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 FA0505'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA0505'
 FA0505'MARK IS
 FA0505'13.5 FEET SSE OF C/L OF SR 2019 (PEACH TREE RD.).
 FA0505'23.3 FEET SSE OF C/L OF DIRT DRIVEWAY AT EDGE OF SR 2019.
 FA0505'42.3 FEET SE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE.
 FA0505'16.5 FEET W OF ALUMINUM REF. TAG ON 14 INCH OAK TREE.
 FA0505'9.8 FEET NW OF ALUMINUM REF. TAG ON 10 INCH CEDAR TREE.
 FA0505'21.9 FEET NW OF ALUMINUM REF. TAG ON PP NO. 5.
 FA0505'77.0 FEET NE OF ALUMINUM REF. TAG ON REDUCE SPEED AHEAD
 FA0505'SIGNPOST.
 FA0505
 FA0505                          STATION RECOVERY (1972)
 FA0505
 FA0505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0505'5.4 MI NNW FROM CHARLOTTE.
 FA0505'STATION IS ABOUT 1.9 MI. N AND NE ALONG SR 2019 FROM INTERSECTION
 FA0505'WITH NC 16, 0.6 MI. SW FROM INTERSECTION WITH SR 2108 (SUNSET
 FA0505'RD.), 0.05 MI. SW OF INTERSECTION WITH SR 2050 (CAPPS HILL MINE
 FA0505'RD.), OPPOSITE INTERSECTION OF SR 2019 AND A DIRT DRIVE LEADING
 FA0505'NW TO AN OLD TWO STORY FRAME HOUSE, 13.5 FT SSE OF C/L OF SR 2019
 FA0505'(PEACH TREE RD.), 42.3 FT SE OF ALUMINUM REF. TAG ON 12 INCH
 FA0505'OAK, 16.5 FT W OF ALUMINUM REF. TAG ON 14 INCH OAK, 9.8 FT NW OF
 FA0505'ALUMINUM REF. TAG ON 10 INCH CEDAR, 21.9 FT NW OF ALUMINUM REF.
 FA0505'TAG ON PP 5, AND 77.0 FT NE OF ALUMINUM REF. TAG ON REDUCE SPEED
 FA0505'SIGN POST.  MARK IS 2 INCHES BELOW THE GROUND.
 FA0505
 FA0505                          STATION RECOVERY (1987)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA0505'RECOVERED IN GOOD CONDITION.
 FA0505
 FA0505                          STATION RECOVERY (1987)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0505'RECOVERED IN GOOD CONDITION.
 FA0505
 FA0505                          STATION RECOVERY (1990)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 1990 (LFH)
 FA0505'RECOVERED IN GOOD CONDITION.
 FA0505
 FA0505                          STATION RECOVERY (2001)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 2001
 FA0505'MARK NOT FOUND.
 FA0505
 FA0505                          STATION RECOVERY (2004)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0505'RECOVERED IN GOOD CONDITION.
 FA0505
 FA0505                          STATION RECOVERY (2006)
 FA0505
 FA0505'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4162 ***********************************************************************
 FY4162  DESIGNATION -  CAPRES
 FY4162  PID         -  FY4162
 FY4162  STATE/COUNTY-  NC/ROCKINGHAM
 FY4162  USGS QUAD   -  RUFFIN (1994)
 FY4162
 FY4162                         *CURRENT SURVEY CONTROL
 FY4162  ___________________________________________________________________
 FY4162* NAD 83(2001)-  36 24 29.79226(N)    079 37 00.74739(W)     ADJUSTED  
 FY4162* NAVD 88     -       244.425  (meters)     801.92   (feet)  ADJUSTED  
 FY4162  ___________________________________________________________________
 FY4162  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 FY4162  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FY4162  DYNAMIC HT  -         244.217 (meters)     801.24  (feet)  COMP
 FY4162  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 FY4162
 FY4162  HORZ ORDER  -  SECOND
 FY4162  VERT ORDER  -  SECOND    CLASS II
 FY4162
 FY4162.The horizontal coordinates were established by classical geodetic methods
 FY4162.and adjusted by the National Geodetic Survey in August 2005.
 FY4162
 FY4162.The orthometric height was determined by differential leveling
 FY4162.and adjusted in August 2000.
 FY4162
 FY4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4162
 FY4162.The geoid height was determined by GEOID03.
 FY4162
 FY4162.The dynamic height is computed by dividing the NAVD 88
 FY4162.geopotential number by the normal gravity value computed on the
 FY4162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY4162.degrees latitude (g = 980.6199 gals.).
 FY4162
 FY4162.The modeled gravity was interpolated from observed gravity values.
 FY4162
 FY4162;                    North         East     Units Scale Factor Converg.
 FY4162;SPC NC       -   295,076.627   554,265.790   MT  1.00007640   -0 21 21.7
 FY4162;SPC NC       -   968,097.23  1,818,453.68   sFT  1.00007640   -0 21 21.7
 FY4162;UTM  17      - 4,030,122.283   624,015.717   MT  0.99978949   +0 49 15.7
 FY4162
 FY4162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4162!SPC NC       -   0.99996666  x   1.00007640  =   1.00004305
 FY4162!UTM  17      -   0.99996666  x   0.99978949  =   0.99975615
 FY4162
 FY4162                          SUPERSEDED SURVEY CONTROL
 FY4162
 FY4162  NAD 83(1993)-  36 24 29.79506(N)    079 37 00.75012(W) AD(       ) 2
 FY4162  NAD 83(1986)-  36 24 29.79802(N)    079 37 00.75533(W) AD(       ) 2
 FY4162  NGVD 29 (01/17/91)  244.6    (m)          802.     (f) VERT ANG    3  
 FY4162
 FY4162.Superseded values are not recommended for survey control.
 FY4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4162.See file dsdata.txt to determine how the superseded data were derived.
 FY4162
 FY4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA2401630122(NAD 83)
 FY4162_MARKER: DH = HORIZONTAL CONTROL DISK
 FY4162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4162_STAMPING: CAPRES 1978
 FY4162_MARK LOGO: NCGS  
 FY4162_PROJECTION: FLUSH
 FY4162_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4162+STABILITY: SURFACE MOTION
 FY4162
 FY4162  HISTORY     - Date     Condition        Report By
 FY4162  HISTORY     - 1978     MONUMENTED       NCGS
 FY4162  HISTORY     - 19951009 GOOD             NCGS
 FY4162  HISTORY     - 19951009 GOOD             NCGS
 FY4162  HISTORY     - 19960923 GOOD             NCGS
 FY4162  HISTORY     - 20040420 MARK NOT FOUND   USPSQD
 FY4162
 FY4162                          STATION DESCRIPTION
 FY4162
 FY4162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 FY4162'THE STATION IS LOCATED IN THE SADLER COMMUNITY, APPROXIMATELY
 FY4162'4.2 MILES NORTHEAST OF REIDSVILLE.
 FY4162'
 FY4162'TO REACH THE STATION FROM THE INTERSECTION OF US 29 BUSINESS WITH
 FY4162'SR 2671 (MADISON STREET), NORTHEAST OF REIDSVILLE, PROCEED NORTHEAST
 FY4162'ALONG US 29 BUSINESS FOR 2.75 MILES TO STATION ON LEFT, ON
 FY4162'PROLONGATION WITH THE EAST SIDE OF AND ACROSS HIGHWAY FROM, A WHITE
 FY4162'SHINGLED HOUSE AND 0.25 MILE EAST OF SADLER ELEMENTARY SCHOOL.
 FY4162'
 FY4162'STATION MARK IS A STANDARD DISK STAMPED---CAPRES 1978---, SET IN THE
 FY4162'TOP OF A 9 INCH CONCRETE MONUMENT, WHICH IS 4 INCHES BELOW THE GROUND
 FY4162'SURFACE.  THE MARK IS 18.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 FY4162'US 29 BUSINESS, 151.7 FEET SOUTHWEST OF THE CENTERLINE OF SR 1936,
 FY4162'16.4 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG, 113.3 FEET
 FY4162'NORTHEAST OF C.E. BARBER METAL MAIL BOX POST WITH REFERENCE TAG,
 FY4162'8.2 FEET SOUTHWEST OF WOODEN MAIL BOX POST WITH REFERENCE TAG AND
 FY4162'29.0 FEET SOUTHWEST OF SIGN POST WITH REFERENCE TAG.
 FY4162
 FY4162                          STATION RECOVERY (1995)
 FY4162
 FY4162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY4162'STATION IS LOCATED IN THE SADLER COMMUNITY, ABOUT 4.2 MI (6.8 KM)
 FY4162'NORTHEAST OF REIDSVILLE.  ALONG US 29 BUSINESS FOR 2.75 MI (4.43 KM)
 FY4162'NORTHEAST FROM SR 2671 (MADISON STREET), NORTHEAST OF REIDSVILLE, ON
 FY4162'PROLONGATION WITH THE EAST SIDE OF AND ACROSS HIGHWAY FROM A WHITE
 FY4162'SHINGLED HOUSE NUMBER 6965, AND 0.25 MI (0.40 KM) EAST OF SADLER
 FY4162'ELEMENTARY SCHOOL, OR ABOUT 150 FEET (45.7 M) SOUTHWEST OF SR 1936
 FY4162'(HERMAN ROAD).  MARK IS RECESSED 8-INCHES BELOW THE GROUND.  LOCATED
 FY4162'18.2 FT (5.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF US 29 BUSINESS,
 FY4162'153.0 FT (46.6 M) SOUTHWEST OF THE CENTERLINE OF SR 1936, 14.8 FT (4.5
 FY4162'M) SOUTHEAST OF TELEPHONE PEDESTAL, 84.2 FT (25.7 M) WEST OF AND
 FY4162'ACROSS ROAD FROM A FIBERGLASS FIBER OPTIC WARNING POST, 113.3 FT (34.5
 FY4162'M) NORTHEAST OF C.E. BARBER METAL MAIL BOX POST-- AND 1.0 FT (0.3 M)
 FY4162'SOUTH-SOUTHEAST OF MAILBOX POST, 16.4 FT (5.0 M) SOUTHEAST OF A POWER
 FY4162'POLE--BOTH WITH REFERENCE TAGS.
 FY4162
 FY4162                          STATION RECOVERY (1995)
 FY4162
 FY4162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 FY4162'STATION IS LOCATED IN THE SADLER COMMUNITY, ABOUT 4.2 MI (6.8 KM)
 FY4162'NORTHEAST OF REIDSVILLE.
 FY4162'ALONG US 29 BUSINESS FOR 2.75 MI (4.43 KM) NORTHEAST FROM SR 2671
 FY4162'(MADISON STREET), NORTHEAST OF REIDSVILLE, ON PROLONGATION WITH THE
 FY4162'EAST SIDE OF AND ACROSS HIGHWAY FROM A WHITE SHINGLED HOUSE NUMBER
 FY4162'6965, AND 0.25 MI (0.40 KM) EAST OF SADLER ELEMENTARY SCHOOL, OR ABOUT
 FY4162'150 FEET (45.7 M) SOUTHWEST OF SR 1936 (HERMAN ROAD).
 FY4162'MARK IS RECESSED 8-INCHES BELOW THE GROUND. LOCATED 18.2 FT (5.5 M)
 FY4162'NORTH-NORTHWEST OF THE CENTERLINE OF US 29 BUSINESS, 153.0 FT (46.6 M)
 FY4162'SOUTHWEST OF THE CENTERLINE OF SR 1936, 14.8 FT (4.5 M) SOUTHEAST OF
 FY4162'TELEPHONE PEDESTAL, 84.2 FT (25.7 M) WEST OF AND ACROSS ROAD FROM A
 FY4162'FIBERGLASS FIBER OPTIC WARNING POST, 113.3 FT (34.5 M) NORTHEAST OF
 FY4162'C.E. BARBER METAL MAIL BOX POST --AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST
 FY4162'OF MAILBOX POST, 16.4 FT (5.0 M) SOUTHEAST OF A POWER POLE--BOTH WITH
 FY4162'REFERENCE TAGS.
 FY4162
 FY4162                          STATION RECOVERY (1996)
 FY4162
 FY4162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 FY4162'RECOVERED AS DESCRIBED IN 1995.
 FY4162
 FY4162                          STATION RECOVERY (2004)
 FY4162
 FY4162'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 FY4162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2758 ***********************************************************************
 EZ2758  DESIGNATION -  CAPRI
 EZ2758  PID         -  EZ2758
 EZ2758  STATE/COUNTY-  NC/DURHAM
 EZ2758  USGS QUAD   -  SOUTHWEST DURHAM (1993)
 EZ2758
 EZ2758                         *CURRENT SURVEY CONTROL
 EZ2758  ___________________________________________________________________
 EZ2758* NAD 83(2001)-  35 57 44.57595(N)    078 58 31.53239(W)     ADJUSTED  
 EZ2758* NAVD 88     -        83.295  (meters)     273.28   (feet)  ADJUSTED  
 EZ2758  ___________________________________________________________________
 EZ2758  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 EZ2758  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 EZ2758  DYNAMIC HT  -          83.227 (meters)     273.05  (feet)  COMP
 EZ2758  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 EZ2758
 EZ2758  HORZ ORDER  -  SECOND
 EZ2758  VERT ORDER  -  SECOND    CLASS II
 EZ2758
 EZ2758.The horizontal coordinates were established by classical geodetic methods
 EZ2758.and adjusted by the National Geodetic Survey in August 2005.
 EZ2758
 EZ2758.The orthometric height was determined by differential leveling
 EZ2758.and adjusted in June 1991.
 EZ2758
 EZ2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2758
 EZ2758.The geoid height was determined by GEOID03.
 EZ2758
 EZ2758.The dynamic height is computed by dividing the NAVD 88
 EZ2758.geopotential number by the normal gravity value computed on the
 EZ2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2758.degrees latitude (g = 980.6199 gals.).
 EZ2758
 EZ2758.The modeled gravity was interpolated from observed gravity values.
 EZ2758
 EZ2758;                    North         East     Units Scale Factor Converg.
 EZ2758;SPC NC       -   245,427.162   611,817.872   MT  0.99994939   +0 00 51.1
 EZ2758;SPC NC       -   805,205.61  2,007,272.47   sFT  0.99994939   +0 00 51.1
 EZ2758;UTM  17      - 3,981,670.795   682,568.583   MT  1.00001072   +1 11 21.4
 EZ2758
 EZ2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2758!SPC NC       -   0.99999182  x   0.99994939  =   0.99994121
 EZ2758!UTM  17      -   0.99999182  x   1.00001072  =   1.00000254
 EZ2758
 EZ2758:                Primary Azimuth Mark                     Grid Az
 EZ2758:SPC NC       -  CREST                                    236 52 19.2
 EZ2758:UTM  17      -  CREST                                    235 41 48.9
 EZ2758
 EZ2758|---------------------------------------------------------------------|
 EZ2758| PID    Reference Object                     Distance      Geod. Az  |
 EZ2758|                                                           dddmmss.s |
 EZ2758| EZ2760 CREST                               APPROX. 1.2 KM 2365310.3 |
 EZ2758|---------------------------------------------------------------------|
 EZ2758
 EZ2758                          SUPERSEDED SURVEY CONTROL
 EZ2758
 EZ2758  NAD 83(1986)-  35 57 44.57911(N)    078 58 31.54087(W) AD(       ) 2
 EZ2758  NAD 27      -  35 57 44.06380(N)    078 58 32.51014(W) AD(       ) 2
 EZ2758  NGVD 29 (03/05/92)   83.541  (m)          274.08   (f) ADJUSTED    2 2
 EZ2758
 EZ2758.Superseded values are not recommended for survey control.
 EZ2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2758.See file dsdata.txt to determine how the superseded data were derived.
 EZ2758
 EZ2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8256981671(NAD 83)
 EZ2758_MARKER: DE = TRAVERSE STATION DISK
 EZ2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2758_SP_SET: CONCRETE POST
 EZ2758_STAMPING: CAPRI 1961
 EZ2758_MARK LOGO: NCGS  
 EZ2758_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2758+STABILITY: SURFACE MOTION
 EZ2758
 EZ2758  HISTORY     - Date     Condition        Report By
 EZ2758  HISTORY     - 1961     MONUMENTED       NCGS
 EZ2758  HISTORY     - 1981     GOOD             NCGS
 EZ2758  HISTORY     - 19840101 GOOD             NCGS
 EZ2758  HISTORY     - 19880101 GOOD             NCGS
 EZ2758
 EZ2758                          STATION DESCRIPTION
 EZ2758
 EZ2758'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ2758'CAPRI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ2758'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ2758'
 EZ2758'CAPRI IS LOCATED APPROXIMATELY 4.2 MILES SOUTHWEST OF DURHAM,
 EZ2758'IN FRONT OF CAPRI MOTEL.  TO REACH STATION PROCEED FROM THE
 EZ2758'INTERSECTION OF U.S. 15-501 BUSINESS-BYPASS NORTH OF CHAPEL
 EZ2758'HILL SOUTH ON U.S. 15-501 FOR 0.7 MILES TO CAPRI MOTEL AND
 EZ2758'STATION.  THE STATION IS ON THE NORTHWEST SHOULDER OF NORTH
 EZ2758'BOUND LANE IN LINE BETWEEN CAPRI MOTEL SWIMMING POOL AND THE
 EZ2758'APPROXIMATE MID POINT BETWEEN HOWARD JOHNSON MOTEL SIGN AND
 EZ2758'STEPHENSON-WILSON PONTIAC SIGN.  AND APPROXIMATELY 300 FEET
 EZ2758'NORTHEAST OF ESSO SERVICE STATION.
 EZ2758'
 EZ2758'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS
 EZ2758'TRAVERSE DISK, STAMPED CAPRI 1961, WHICH IS FLUSH WITH THE
 EZ2758'SURFACE OF THE GROUND.
 EZ2758'
 EZ2758'MARK IS
 EZ2758'
 EZ2758'20.6 FT NW OF N BOUND LANE OF U.S. 15-501
 EZ2758'
 EZ2758'539.0 FT NE OF CROSSOVER AT ENTRANCE TO CAPRI MOTEL
 EZ2758'
 EZ2758'202.0 FT NE OF 4X4 POST WITH ALUM. REF. TAG ON SPEED LIMIT
 EZ2758'SIGN ON E SIDE OF NORTH BOUND LANE
 EZ2758'
 EZ2758'151.9 FT N OF PP WITH ALUMINUM REF. TAG SOUTH OF HIGHWAY
 EZ2758'
 EZ2758'187.5 FT W OF PP WITH ALUMINUM REF. TAG NORTHWEST OF HOWARD
 EZ2758'JOHNSON SIGN SE OF U.S. 15-501
 EZ2758
 EZ2758                          STATION RECOVERY (1981)
 EZ2758
 EZ2758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2758'4.2 MI SW FROM DURHAM.
 EZ2758'0.7 MILE SOUTHWEST ALONG US 15-501 FROM THE INTERSECTION WITH US
 EZ2758'15-501 BYPASS SOUTHWEST OF DURHAM, IN NORTHWEST SHOULDER OF NORTH
 EZ2758'BOUND LANES OF HIGHWAY, AND 0.1 MILE NORTHWEST OF SR 1116 CROSSROAD,
 EZ2758'20.6 FEET NORTHWEST OF CENTERLINE OF NORTH BOUND LANES OF HIGHWAY,
 EZ2758'31.3 FEET SOUTHEAST OF CENTERLINE OF SOUTH BOUND LANES OF HIGHWAY,
 EZ2758'39.5 FEET SOUTHWEST OF PROJECTION OF SOUTHWEST WALL OF SHOW ROOM AREA
 EZ2758'OF OLD HICKORY MOTOR COMPANY, 139.0 FEET NORTHEAST OF PROJECTION OF
 EZ2758'NORTHEAST WALL OF RHODES FURNITURE STORE, AND 539.0 FEET NORTHEAST
 EZ2758'OF SR 1116 CROSSROADS.
 EZ2758'THE MARK IS 1 FT BELOW HIGHWAY.
 EZ2758
 EZ2758                          STATION RECOVERY (1984)
 EZ2758
 EZ2758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 EZ2758'STATION WAS RECOVERED AT THIS DATE. THE DESCRIPTION NEEDS THE
 EZ2758'FOLLOWING UPDATES. THE CAPRI MOTEL IS NOW THE TRAVEL TIME INN.$MARK IS
 EZ2758'LEVEL WITH HIGHWAY AND RECESSED 1 INCH BELOW GROUND.  LOCATED 9.54 M
 EZ2758'(31.30 FT) SOUTHEAST OF THE CENTERLINE OF SOUTHBOUND LANES, 6.28 M
 EZ2758'(20.60 FT) NORTHWEST OF THE CENTERLINE OF NORTHBOUND LANES, 12.04 M
 EZ2758'(39.50 FT) SOUTHWEST OF A LINE PROJECTING FROM SOUTHWEST WALL OF SHOW
 EZ2758'ROOM OF OLD HICKORY MOTORS INTO MEDIAN, 42.37 M (139.01 FT) NORTHEAST
 EZ2758'OF A LINE PROJECTING FROM NORTHEAST WALL OF RHODES FURNITURE STORE,
 EZ2758'AND 20.42 M (66.99 FT) NORTH OF A (MIDDLE) METAL SUPPORT POST OF
 EZ2758'HIGHWAY SIGN.
 EZ2758
 EZ2758                          STATION RECOVERY (1988)
 EZ2758
 EZ2758'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB)
 EZ2758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4948 ***********************************************************************
 EZ4948  DESIGNATION -  CAPTAIN
 EZ4948  PID         -  EZ4948
 EZ4948  STATE/COUNTY-  NC/HARNETT
 EZ4948  USGS QUAD   -  BUNNLEVEL (1981)
 EZ4948
 EZ4948                         *CURRENT SURVEY CONTROL
 EZ4948  ___________________________________________________________________
 EZ4948* NAD 83(2001)-  35 22 04.87337(N)    078 50 17.11236(W)     ADJUSTED  
 EZ4948* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 EZ4948  ___________________________________________________________________
 EZ4948  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 EZ4948  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 EZ4948  HORZ ORDER  -  SECOND
 EZ4948
 EZ4948.The horizontal coordinates were established by classical geodetic methods
 EZ4948.and adjusted by the National Geodetic Survey in August 2005.
 EZ4948
 EZ4948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4948
 EZ4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4948
 EZ4948.The geoid height was determined by GEOID03.
 EZ4948
 EZ4948;                    North         East     Units Scale Factor Converg.
 EZ4948;SPC NC       -   179,499.166   624,313.649   MT  0.99987464   +0 05 36.4
 EZ4948;SPC NC       -   588,906.85  2,048,269.03   sFT  0.99987464   +0 05 36.4
 EZ4948;UTM  17      - 3,916,001.777   696,406.321   MT  1.00007541   +1 15 06.4
 EZ4948
 EZ4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4948!SPC NC       -   0.99999394  x   0.99987464  =   0.99986858
 EZ4948!UTM  17      -   0.99999394  x   1.00007541  =   1.00006935
 EZ4948
 EZ4948:                Primary Azimuth Mark                     Grid Az
 EZ4948:SPC NC       -  HARMONY                                  208 43 52.0
 EZ4948:UTM  17      -  HARMONY                                  207 34 22.0
 EZ4948
 EZ4948|---------------------------------------------------------------------|
 EZ4948| PID    Reference Object                     Distance      Geod. Az  |
 EZ4948|                                                           dddmmss.s |
 EZ4948| EZ4931 HARMONY                             APPROX. 1.6 KM 2084928.4 |
 EZ4948|---------------------------------------------------------------------|
 EZ4948
 EZ4948                          SUPERSEDED SURVEY CONTROL
 EZ4948
 EZ4948  NAD 83(1986)-  35 22 04.87927(N)    078 50 17.11766(W) AD(       ) 2
 EZ4948  NAD 27      -  35 22 04.30254(N)    078 50 18.03243(W) AD(       ) 2
 EZ4948  NGVD 29 (07/19/86)   71.9    (m)          236.     (f) VERT ANG    3  
 EZ4948
 EZ4948.Superseded values are not recommended for survey control.
 EZ4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4948.See file dsdata.txt to determine how the superseded data were derived.
 EZ4948
 EZ4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9640616002(NAD 83)
 EZ4948_MARKER: DE = TRAVERSE STATION DISK
 EZ4948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4948_STAMPING: CAPTAIN 1972
 EZ4948_MARK LOGO: NCGS  
 EZ4948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4948+STABILITY: SURFACE MOTION
 EZ4948
 EZ4948  HISTORY     - Date     Condition        Report By
 EZ4948  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4948
 EZ4948                          STATION DESCRIPTION
 EZ4948
 EZ4948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4948'CAPTAIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ4948'THE VICINITY OF LILLINGTON, NORTH CAROLINA.
 EZ4948'
 EZ4948'CAPTAIN IS LOCATED APPROXIMATELY 2.4 MILES SOUTHWEST OF LILLINGTON.
 EZ4948'TO REACH STATION FROM THE POINT IN SOUTH LILLINGTON WHERE US 401 AND
 EZ4948'NC 210 INTERSECT, PROCEED SOUTHWEST ALONG NC 210 FOR 2.05 MILES TO
 EZ4948'STATION ON LEFT.  0.3 MILE NORTHEAST OF SR 2056, ON NORTH SIDE OF
 EZ4948'DRIVE, NORTHEAST OF A 1-1/2 STORY FRAME DWELLING, IN THE NORTH
 EZ4948'EDGE OF YARD.
 EZ4948'
 EZ4948'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ4948'CAPTAIN 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ4948'WHICH IS FLUSH WITH THE GROUND.
 EZ4948'
 EZ4948'MARK IS--
 EZ4948'90.8 FEET SE OF C/L OF NC 210.
 EZ4948'3.3 FEET SSE OF BASE OF SERVICE POLE NO. 32 WITH ALUMINUM REF.
 EZ4948'TAG.
 EZ4948'37.5 FEET N OF ALUMINUM REF. TAG ON 16 INCH PINE.
 EZ4948'43.0 FEET ENE OF ALUMINUM REF. TAG ON 36 INCH OAK.
 EZ4948'69.5 FEET SSE OF ALUMINUM REF. TAG ON TP NO. 37.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6406 ***********************************************************************
 EZ6406  DESIGNATION -  CAPTAIN
 EZ6406  PID         -  EZ6406
 EZ6406  STATE/COUNTY-  NC/CHATHAM
 EZ6406  USGS QUAD   -  SILK HOPE (1974)
 EZ6406
 EZ6406                         *CURRENT SURVEY CONTROL
 EZ6406  ___________________________________________________________________
 EZ6406* NAD 83(2001)-  35 48 52.74160(N)    079 15 14.05398(W)     ADJUSTED  
 EZ6406* NAVD 88     -       155.4    (meters)     510.     (feet)  VERTCON   
 EZ6406  ___________________________________________________________________
 EZ6406  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 EZ6406  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 EZ6406  HORZ ORDER  -  SECOND
 EZ6406
 EZ6406.The horizontal coordinates were established by classical geodetic methods
 EZ6406.and adjusted by the National Geodetic Survey in August 2005.
 EZ6406
 EZ6406.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6406
 EZ6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6406
 EZ6406.The geoid height was determined by GEOID03.
 EZ6406
 EZ6406;                    North         East     Units Scale Factor Converg.
 EZ6406;SPC NC       -   229,065.440   586,656.704   MT  0.99992074   -0 08 47.6
 EZ6406;SPC NC       -   751,525.53  1,924,722.87   sFT  0.99992074   -0 08 47.6
 EZ6406;UTM  17      - 3,964,797.597   657,746.681   MT  0.99990663   +1 01 19.1
 EZ6406
 EZ6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6406!SPC NC       -   0.99998043  x   0.99992074  =   0.99990117
 EZ6406!UTM  17      -   0.99998043  x   0.99990663  =   0.99988706
 EZ6406
 EZ6406                          SUPERSEDED SURVEY CONTROL
 EZ6406
 EZ6406  NAD 83(1986)-  35 48 52.74130(N)    079 15 14.06683(W) AD(       ) 2
 EZ6406  NGVD 29 (06/12/91)  155.6    (m)          510.     (f) VERT ANG    3  
 EZ6406
 EZ6406.Superseded values are not recommended for survey control.
 EZ6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6406.See file dsdata.txt to determine how the superseded data were derived.
 EZ6406
 EZ6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5774764798(NAD 83)
 EZ6406_MARKER: DE = TRAVERSE STATION DISK
 EZ6406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ6406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EZ6406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6406+STABILITY: SURFACE MOTION
 EZ6406
 EZ6406  HISTORY     - Date     Condition        Report By
 EZ6406  HISTORY     - 1982     MONUMENTED       NCGS
 EZ6406
 EZ6406                          STATION DESCRIPTION
 EZ6406
 EZ6406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (CEH)
 EZ6406'STATION IS LOCATED APPROXIMATELY 6.9 MILES NORTHWEST OF BYNUM AND
 EZ6406'7.8 MILES NORTHWEST OF PITTSBORO.
 EZ6406'
 EZ6406'ALONG NC 87, 2.2 MILES SOUTHEAST OF THE ALAMANCE-CHATHAM COUNTY
 EZ6406'LINE, OR 7.65 MILES NORTHWEST OF THE INTERSECTION WITH US 64 AND
 EZ6406'NC 902, AND ON 4 FOOT BANK 0.05 MILE NORTH OF THE SR 1546
 EZ6406'CROSSROAD.
 EZ6406'
 EZ6406'STATION MARK IS A STANDARD DISK STAMPED---CAPTAIN 1982---SET IN
 EZ6406'TOP OF A 10 INCH CONCRETE CYLINDER, FLUSH WITH GROUND SURFACE.
 EZ6406'MARK IS 36.6 FEET WEST OF CENTERLINE OF HIGHWAY, 161.6 FEET
 EZ6406'NORTH-NORTHWEST OF WEST END OF HIGHWAY CULVERT, 3.0 FEET EAST OF
 EZ6406'WITNESS POST AND 28.7 FEET NORTH OF 2 INCH CEDAR WITH REFERENCE
 EZ6406'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5905 ***********************************************************************
 AE5905  DESIGNATION -  CAPTAIN
 AE5905  PID         -  AE5905
 AE5905  STATE/COUNTY-  NC/BEAUFORT
 AE5905  USGS QUAD   -  EDWARD (1983)
 AE5905
 AE5905                         *CURRENT SURVEY CONTROL
 AE5905  ___________________________________________________________________
 AE5905* NAD 83(2001)-  35 21 41.07417(N)    076 55 28.18907(W)     ADJUSTED  
 AE5905* NAVD 88     -        10.622  (meters)      34.85   (feet)  ADJUSTED  
 AE5905  ___________________________________________________________________
 AE5905  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AE5905  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 AE5905  DYNAMIC HT  -          10.613 (meters)      34.82  (feet)  COMP
 AE5905  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 AE5905
 AE5905  HORZ ORDER  -  SECOND
 AE5905  VERT ORDER  -  SECOND    CLASS II
 AE5905
 AE5905.The horizontal coordinates were established by classical geodetic methods
 AE5905.and adjusted by the National Geodetic Survey in August 2005.
 AE5905
 AE5905.The orthometric height was determined by differential leveling
 AE5905.and adjusted in June 1998.
 AE5905
 AE5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5905
 AE5905.The geoid height was determined by GEOID03.
 AE5905
 AE5905.The dynamic height is computed by dividing the NAVD 88
 AE5905.geopotential number by the normal gravity value computed on the
 AE5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5905.degrees latitude (g = 980.6199 gals.).
 AE5905
 AE5905.The modeled gravity was interpolated from observed gravity values.
 AE5905
 AE5905;                    North         East     Units Scale Factor Converg.
 AE5905;SPC NC       -   180,725.404   798,195.820   MT  0.99987442   +1 11 52.5
 AE5905;SPC NC       -   592,929.93  2,618,747.45   sFT  0.99987442   +1 11 52.5
 AE5905;UTM  18      - 3,914,823.012   325,151.167   MT  0.99997677   -1 06 50.6
 AE5905
 AE5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5905!SPC NC       -   1.00000414  x   0.99987442  =   0.99987856
 AE5905!UTM  18      -   1.00000414  x   0.99997677  =   0.99998091
 AE5905
 AE5905                          SUPERSEDED SURVEY CONTROL
 AE5905
 AE5905  NAD 83(1986)-  35 21 41.08583(N)    076 55 28.19851(W) AD(       ) 2
 AE5905  NGVD 29 (04/29/98)   10.94   (m)           35.9    (f) LEVELING    3  
 AE5905
 AE5905.Superseded values are not recommended for survey control.
 AE5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5905.See file dsdata.txt to determine how the superseded data were derived.
 AE5905
 AE5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE2515114823(NAD 83)
 AE5905_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5905_STAMPING: CAPTAIN 1983
 AE5905_MARK LOGO: NCGS  
 AE5905_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5905+STABILITY: SURFACE MOTION
 AE5905
 AE5905  HISTORY     - Date     Condition        Report By
 AE5905  HISTORY     - 1983     MONUMENTED       NCGS
 AE5905
 AE5905                          STATION DESCRIPTION
 AE5905
 AE5905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5905'STATION IS LOCATED ABOUT 2.7 KM (1.65 MI) EAST-SOUTHEAST OF COXS
 AE5905'CROSSROADS. ALONG NC 33 FOR 2.8 KM (1.75 MI) SOUTH OF THE BLOUNTS
 AE5905'CREEK POST OFFICE AT COXS CROSSROADS, AT THE SR 1952 INTERSECTION.
 AE5905'MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED 5.6 M (18.4 FT)
 AE5905'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 41.3 M (135.5 FT)
 AE5905'SOUTHEAST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND SR 1952,
 AE5905'4.4 M (14.4 FT) SOUTH-SOUTHEAST OF THE EAST END OF A DRIVEWAY CULVERT,
 AE5905'5.6 M (18.4 FT) WEST-NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT,
 AE5905'15.4 M (50.5 FT) NORTHEAST OF A RIGHT-OF-WAY MARKER, AND 3.9 M (12.8
 AE5905'FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3089 ***********************************************************************
 FA3089  DESIGNATION -  CAR
 FA3089  PID         -  FA3089
 FA3089  STATE/COUNTY-  NC/GASTON
 FA3089  USGS QUAD   -  MOUNT HOLLY (1993)
 FA3089
 FA3089                         *CURRENT SURVEY CONTROL
 FA3089  ___________________________________________________________________
 FA3089* NAD 83(2001)-  35 15 58.24442(N)    081 06 01.77615(W)     ADJUSTED  
 FA3089* NAVD 88     -       234.5    (meters)     769.     (feet)  VERTCON   
 FA3089  ___________________________________________________________________
 FA3089  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FA3089  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FA3089  HORZ ORDER  -  SECOND
 FA3089
 FA3089.The horizontal coordinates were established by classical geodetic methods
 FA3089.and adjusted by the National Geodetic Survey in August 2005.
 FA3089
 FA3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3089
 FA3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3089
 FA3089.The geoid height was determined by GEOID03.
 FA3089
 FA3089;                    North         East     Units Scale Factor Converg.
 FA3089;SPC NC       -   170,211.397   418,512.647   MT  0.99987262   -1 12 44.4
 FA3089;SPC NC       -   558,435.22  1,373,070.24   sFT  0.99987262   -1 12 44.4
 FA3089;UTM  17      - 3,902,566.582   490,859.607   MT  0.99960103   -0 03 28.9
 FA3089
 FA3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3089!SPC NC       -   0.99996807  x   0.99987262  =   0.99984070
 FA3089!UTM  17      -   0.99996807  x   0.99960103  =   0.99956912
 FA3089
 FA3089:                Primary Azimuth Mark                     Grid Az
 FA3089:SPC NC       -  FIRST                                    314 29 36.4
 FA3089:UTM  17      -  FIRST                                    313 20 20.9
 FA3089
 FA3089|---------------------------------------------------------------------|
 FA3089| PID    Reference Object                     Distance      Geod. Az  |
 FA3089|                                                           dddmmss.s |
 FA3089| FA3092 FIRST                               426.066 METERS 3131652.0 |
 FA3089|---------------------------------------------------------------------|
 FA3089
 FA3089                          SUPERSEDED SURVEY CONTROL
 FA3089
 FA3089  NAD 83(1986)-  35 15 58.26238(N)    081 06 01.78362(W) AD(       ) 2
 FA3089  NAD 27      -  35 15 57.76264(N)    081 06 02.51080(W) AD(       ) 2
 FA3089  NGVD 29 (07/19/86)  234.7    (m)          770.     (f) VERT ANG    3  
 FA3089
 FA3089.Superseded values are not recommended for survey control.
 FA3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3089.See file dsdata.txt to determine how the superseded data were derived.
 FA3089
 FA3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9086002567(NAD 83)
 FA3089_MARKER: DE = TRAVERSE STATION DISK
 FA3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3089_STAMPING: CAR 1964
 FA3089_MARK LOGO: NCGS  
 FA3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3089+STABILITY: SURFACE MOTION
 FA3089
 FA3089  HISTORY     - Date     Condition        Report By
 FA3089  HISTORY     - 1964     MONUMENTED       NCGS
 FA3089  HISTORY     - 1965     MARK NOT FOUND   USPSQD
 FA3089  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA3089  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 FA3089
 FA3089                          STATION DESCRIPTION
 FA3089
 FA3089'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (ESL)
 FA3089'CAR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3089'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3089'
 FA3089'CAR IS 4.9 MILES E OF GASTONIA, LOCATED IN TOWN OF
 FA3089'LOWELL.  ALONG NC 7 120.5 FT W OF INTERSECTION OF NC 7 AND
 FA3089'MILL STREET.  0.05 MILE E OF INTERSECTION OF NC 7 AND MAIN
 FA3089'ST..  ON N SIDE OF NC 7 AND IN SE CORNER OF USED CAR LOT
 FA3089'ADJOINING SINCLAIR SERVICE STATION.
 FA3089'
 FA3089'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 FA3089'CAR 1964, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3089'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA3089'
 FA3089'MARK IS
 FA3089'
 FA3089'31.1 FT N OF C/L OF NC 7
 FA3089'
 FA3089'120.5 FT W OF C/L OF MILL STREET
 FA3089'
 FA3089'10.8 FT W OF SINCLAIR SIGN
 FA3089'
 FA3089'33.5 FT W OF C/L OF DRIVEWAY TO SERVICE STATION
 FA3089'
 FA3089'57.6 FT E OF C/L OF CAR LOT DRIVEWAY
 FA3089'
 FA3089'62.4 FT SE OF SE CORNER OF CAR LOT OFFICE
 FA3089'
 FA3089'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3089
 FA3089                          STATION RECOVERY (1965)
 FA3089
 FA3089'RECOVERY NOTE BY US POWER SQUADRON 1965 (LDJ)
 FA3089'MARK NOT FOUND.
 FA3089
 FA3089                          STATION RECOVERY (1989)
 FA3089
 FA3089'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMP)
 FA3089'MARK NOT FOUND.
 FA3089
 FA3089                          STATION RECOVERY (1999)
 FA3089
 FA3089'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8430 ***********************************************************************
 AE8430  DESIGNATION -  CAR
 AE8430  PID         -  AE8430
 AE8430  STATE/COUNTY-  NC/MONTGOMERY
 AE8430  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8430
 AE8430                         *CURRENT SURVEY CONTROL
 AE8430  ___________________________________________________________________
 AE8430* NAD 83(2001)-  35 15 37.90657(N)    080 02 05.67203(W)     ADJUSTED  
 AE8430* NAVD 88     -       135.6    (meters)     445.     (feet)  VERTCON   
 AE8430  ___________________________________________________________________
 AE8430  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AE8430  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 AE8430  HORZ ORDER  -  SECOND
 AE8430
 AE8430.The horizontal coordinates were established by classical geodetic methods
 AE8430.and adjusted by the National Geodetic Survey in August 2005.
 AE8430
 AE8430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8430
 AE8430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8430
 AE8430.The geoid height was determined by GEOID03.
 AE8430
 AE8430;                    North         East     Units Scale Factor Converg.
 AE8430;SPC NC       -   168,053.796   515,440.408   MT  0.99987260   -0 35 50.3
 AE8430;SPC NC       -   551,356.50  1,691,074.07   sFT  0.99987260   -0 35 50.3
 AE8430;UTM  17      - 3,902,362.274   587,787.512   MT  0.99969497   +0 33 25.8
 AE8430
 AE8430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8430!SPC NC       -   0.99998350  x   0.99987260  =   0.99985610
 AE8430!UTM  17      -   0.99998350  x   0.99969497  =   0.99967848
 AE8430
 AE8430                          SUPERSEDED SURVEY CONTROL
 AE8430
 AE8430  NAD 83(1986)-  35 15 37.91748(N)    080 02 05.68342(W) AD(       ) 2
 AE8430  NGVD 29 (04/08/98)  135.9    (m)          446.     (f) VERT ANG    3  
 AE8430
 AE8430.Superseded values are not recommended for survey control.
 AE8430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8430.See file dsdata.txt to determine how the superseded data were derived.
 AE8430
 AE8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8778802362(NAD 83)
 AE8430_MARKER: DE = TRAVERSE STATION DISK
 AE8430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8430_STAMPING: CAR 1983
 AE8430_MARK LOGO: NCGS  
 AE8430_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8430+STABILITY: SURFACE MOTION
 AE8430
 AE8430  HISTORY     - Date     Condition        Report By
 AE8430  HISTORY     - 1983     MONUMENTED       NCGS
 AE8430
 AE8430                          STATION DESCRIPTION
 AE8430
 AE8430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8430'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) NORTH-MORTHWEST OF MT.
 AE8430'GILEAD AND ABOUT 8.5 KM (5.30 MI) EAST-NORTHEAST OF NORWOOD, IN PEE
 AE8430'DEE COMMUNITY.$ALONG NC 73 FOR 5.8 KM (3.60 MI) NORTHWEST FROM NC 109
 AE8430'(IN MT. GILEAD) AND 0.3 KM (0.20 MI) NORTHWEST OF SR 1174.$MARK IS
 AE8430'FLUSH WITH GROUND AND 2-FEET HIGHER THAN THE HIGHWAY.  LOCATED 6.9 M
 AE8430'(22.6 FT) NORTHEAST OF THE CENTERLINE OF NC 73, 21.3 M (69.9 FT)
 AE8430'NORTH-NORTHWEST OF THE NORTHWEST END OF A CULVERT UNDER A DRIVE, 3.5 M
 AE8430'(11.5 FT) NORTHWEST OF A METAL SPEED LIMIT SIGN POST, 16.4 M (53.8 FT)
 AE8430'NORTHEAST OF AN 8-INCH SPRUCE TREE--AND 17.6 M (57.7 FT) NORTH OF A
 AE8430'14-INCH PINE, 17.7 M (58.1 FT) SOUTH-SOUTHEAST OF A 12-INCH PINE--BOTH
 AE8430'WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1345 ***********************************************************************
 EA1345  DESIGNATION -  CAR 1
 EA1345  PID         -  EA1345
 EA1345  STATE/COUNTY-  NC/CARTERET
 EA1345  USGS QUAD   -  HADNOT CREEK (1994)
 EA1345
 EA1345                         *CURRENT SURVEY CONTROL
 EA1345  ___________________________________________________________________
 EA1345* NAD 83(1986)-  34 47 14.     (N)    077 07 16.     (W)     SCALED    
 EA1345* NAVD 88     -         8.295  (meters)      27.21   (feet)  ADJUSTED  
 EA1345  ___________________________________________________________________
 EA1345  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 EA1345  DYNAMIC HT  -           8.287 (meters)      27.19  (feet)  COMP
 EA1345  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 EA1345
 EA1345  VERT ORDER  -  SECOND    CLASS II
 EA1345
 EA1345.The horizontal coordinates were scaled from a topographic map and have
 EA1345.an estimated accuracy of +/- 6 seconds.
 EA1345
 EA1345.The orthometric height was determined by differential leveling
 EA1345.and adjusted in June 1991.
 EA1345
 EA1345.The geoid height was determined by GEOID03.
 EA1345
 EA1345.The dynamic height is computed by dividing the NAVD 88
 EA1345.geopotential number by the normal gravity value computed on the
 EA1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1345.degrees latitude (g = 980.6199 gals.).
 EA1345
 EA1345.The modeled gravity was interpolated from observed gravity values.
 EA1345
 EA1345;                    North         East    Units  Estimated Accuracy
 EA1345;SPC NC       -   116,690.      781,540.      MT  (+/- 180 meters Scaled)
 EA1345
 EA1345                          SUPERSEDED SURVEY CONTROL
 EA1345
 EA1345.No superseded survey control is available for this station.
 EA1345
 EA1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD059514(NAD 83)
 EA1345_MARKER: DB = BENCH MARK DISK
 EA1345_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA1345+WITH SETTING: PAVEMENT
 EA1345_SP_SET: RR SIGNAL BASE
 EA1345_STAMPING: CAR 1 1979
 EA1345_MARK LOGO: NCGS  
 EA1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1345+STABILITY: SURFACE MOTION
 EA1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1345+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1345
 EA1345  HISTORY     - Date     Condition        Report By
 EA1345  HISTORY     - 1979     MONUMENTED       NCGS
 EA1345  HISTORY     - 20040804 GOOD             USPSQD
 EA1345  HISTORY     - 20051101 GOOD             USPSQD
 EA1345
 EA1345                          STATION DESCRIPTION
 EA1345
 EA1345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1345'1.9 MI ENE FROM STELLA.
 EA1345'AT THE CAMP LEJEUNE RAILROAD GRADE CROSSING OF NC 58, 0.5 MILE
 EA1345'SOUTHEAST OF KUHN CROSSROADS, IN THE SOUTH AND EASTERNMOST RAILROAD
 EA1345'CROSSING SIGNAL BASE, 20.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 EA1345'NC 58, AND 11.2 FEET SOUTH OF THE SOUTHERNMOST RAIL.
 EA1345'THE MARK IS ABOVE LEVEL WITH GRADE CROSSING.
 EA1345
 EA1345                          STATION RECOVERY (2004)
 EA1345
 EA1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAS)
 EA1345'RECOVERED IN GOOD CONDITION.
 EA1345
 EA1345                          STATION RECOVERY (2005)
 EA1345
 EA1345'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1385 ***********************************************************************
 EA1385  DESIGNATION -  CAR 10
 EA1385  PID         -  EA1385
 EA1385  STATE/COUNTY-  NC/CARTERET
 EA1385  USGS QUAD   -  SWANSBORO (1994)
 EA1385
 EA1385                         *CURRENT SURVEY CONTROL
 EA1385  ___________________________________________________________________
 EA1385* NAD 83(1986)-  34 41 53.     (N)    077 02 33.     (W)     SCALED    
 EA1385* NAVD 88     -         2.182  (meters)       7.16   (feet)  ADJUSTED  
 EA1385  ___________________________________________________________________
 EA1385  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1385  DYNAMIC HT  -           2.180 (meters)       7.15  (feet)  COMP
 EA1385  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EA1385
 EA1385  VERT ORDER  -  SECOND    CLASS II
 EA1385
 EA1385.The horizontal coordinates were scaled from a topographic map and have
 EA1385.an estimated accuracy of +/- 6 seconds.
 EA1385
 EA1385.The orthometric height was determined by differential leveling
 EA1385.and adjusted in June 1991.
 EA1385
 EA1385.The geoid height was determined by GEOID03.
 EA1385
 EA1385.The dynamic height is computed by dividing the NAVD 88
 EA1385.geopotential number by the normal gravity value computed on the
 EA1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1385.degrees latitude (g = 980.6199 gals.).
 EA1385
 EA1385.The modeled gravity was interpolated from observed gravity values.
 EA1385
 EA1385;                    North         East    Units  Estimated Accuracy
 EA1385;SPC NC       -   106,940.      788,930.      MT  (+/- 180 meters Scaled)
 EA1385
 EA1385                          SUPERSEDED SURVEY CONTROL
 EA1385
 EA1385.No superseded survey control is available for this station.
 EA1385
 EA1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD129414(NAD 83)
 EA1385_MARKER: DB = BENCH MARK DISK
 EA1385_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1385_SP_SET: HEADWALL
 EA1385_STAMPING: CAR 10 1981
 EA1385_MARK LOGO: NCGS  
 EA1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1385+STABILITY: SURFACE MOTION
 EA1385
 EA1385  HISTORY     - Date     Condition        Report By
 EA1385  HISTORY     - 1981     MONUMENTED       NCGS
 EA1385  HISTORY     - 20030930 MARK NOT FOUND   USPSQD
 EA1385
 EA1385                          STATION DESCRIPTION
 EA1385
 EA1385'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1385'4.4 MI EAST FROM SWANSBORO.
 EA1385'1.7 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 14.8
 EA1385'MILES WEST OF THE INTERSECTION WITH US 70, IN EAST END OF SOUTH
 EA1385'HEADWALL OF HUNTING ISLAND CREEK, 24.0 FEET SOUTH OF CENTERLINE OF
 EA1385'HIGHWAY, 1.2 FEET WEST OF EAST END OF HEADWALL AND 85.8 FEET SOUTHEAST
 EA1385'OF POWER POLE WITH REFERENCE TAG.
 EA1385'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1385
 EA1385                          STATION RECOVERY (2003)
 EA1385
 EA1385'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM)
 EA1385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1387 ***********************************************************************
 EA1387  DESIGNATION -  CAR 11
 EA1387  PID         -  EA1387
 EA1387  STATE/COUNTY-  NC/CARTERET
 EA1387  USGS QUAD   -  SWANSBORO (1994)
 EA1387
 EA1387                         *CURRENT SURVEY CONTROL
 EA1387  ___________________________________________________________________
 EA1387* NAD 83(2001)-  34 42 09.25356(N)    077 01 20.97398(W)     ADJUSTED  
 EA1387* NAVD 88     -         1.368  (meters)       4.49   (feet)  ADJUSTED  
 EA1387  ___________________________________________________________________
 EA1387  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 EA1387  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA1387  DYNAMIC HT  -           1.367 (meters)       4.48  (feet)  COMP
 EA1387  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 EA1387
 EA1387  HORZ ORDER  -  THIRD
 EA1387  VERT ORDER  -  SECOND    CLASS II
 EA1387
 EA1387.The horizontal coordinates were established by classical geodetic methods
 EA1387.and adjusted by the National Geodetic Survey in August 2005.
 EA1387
 EA1387.The orthometric height was determined by differential leveling
 EA1387.and adjusted in June 1991.
 EA1387
 EA1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1387
 EA1387.The geoid height was determined by GEOID03.
 EA1387
 EA1387.The dynamic height is computed by dividing the NAVD 88
 EA1387.geopotential number by the normal gravity value computed on the
 EA1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1387.degrees latitude (g = 980.6199 gals.).
 EA1387
 EA1387.The modeled gravity was interpolated from observed gravity values.
 EA1387
 EA1387;                    North         East     Units Scale Factor Converg.
 EA1387;SPC NC       -   107,474.131   790,748.219   MT  0.99991822   +1 08 28.9
 EA1387;SPC NC       -   352,604.71  2,594,313.12   sFT  0.99991822   +1 08 28.9
 EA1387;UTM  18      - 3,841,921.799   314,765.223   MT  1.00002292   -1 09 06.4
 EA1387
 EA1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1387!SPC NC       -   1.00000563  x   0.99991822  =   0.99992385
 EA1387!UTM  18      -   1.00000563  x   1.00002292  =   1.00002855
 EA1387
 EA1387                          SUPERSEDED SURVEY CONTROL
 EA1387
 EA1387  NAD 83(1986)-  34 42 09.26529(N)    077 01 20.98434(W) AD(       ) 4
 EA1387  NAVD 88 (04/01/97)    1.37   (m)            4.5    (f) LEVELING    3  
 EA1387
 EA1387.Superseded values are not recommended for survey control.
 EA1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1387.See file dsdata.txt to determine how the superseded data were derived.
 EA1387
 EA1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1476541922(NAD 83)
 EA1387_MARKER: DB = BENCH MARK DISK
 EA1387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1387_SP_SET: HEADWALL
 EA1387_STAMPING: CAR 11 1981
 EA1387_MARK LOGO: NCGS  
 EA1387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1387+STABILITY: SURFACE MOTION
 EA1387
 EA1387  HISTORY     - Date     Condition        Report By
 EA1387  HISTORY     - 1981     MONUMENTED       NCGS
 EA1387  HISTORY     - 19820101 GOOD             NCGS
 EA1387  HISTORY     - 19920929 MARK NOT FOUND   NCGS
 EA1387
 EA1387                          STATION DESCRIPTION
 EA1387
 EA1387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1387'5.6 MI EAST FROM SWANSBORO.
 EA1387'2.85 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 0.5
 EA1387'MILE EAST OF THE ENTRANCE TO BOGUE (MARINE CORPS) AIRFIELD, IN WEST
 EA1387'END OF NORTH HEADWALL OF A BRANCE OF GOOSE CREEK, 22.8 FEET NORTH OF
 EA1387'CENTERLINE OF HIGHWAY AND 1.3 FEET EAST OF WEST END OF HEADWALL.
 EA1387'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1387
 EA1387                          STATION RECOVERY (1982)
 EA1387
 EA1387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1387'RECOVERED AS DESCRIBED.$MARK IS 0.5 MI (0.8 KM) EAST FROM THE ENTRANCE
 EA1387'TO BOGUE MARINE AIRFIELD, AT THE NC 24 CROSSING OF A BRANCH OF GOOSE
 EA1387'CREEK, IN THE WEST END OF THE NORTH HEADWALL.  LOCATED 22.8 FT (6.9 M)
 EA1387'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.3 FT (0.4 M) EAST OF THE
 EA1387'WEST END OF THE HEADWALL.
 EA1387
 EA1387                          STATION RECOVERY (1992)
 EA1387
 EA1387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1387'MARK SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1390 ***********************************************************************
 EA1390  DESIGNATION -  CAR 12
 EA1390  PID         -  EA1390
 EA1390  STATE/COUNTY-  NC/CARTERET
 EA1390  USGS QUAD   -  SWANSBORO (1994)
 EA1390
 EA1390                         *CURRENT SURVEY CONTROL
 EA1390  ___________________________________________________________________
 EA1390* NAD 83(2001)-  34 42 26.42257(N)    077 00 23.81702(W)     ADJUSTED  
 EA1390* NAVD 88     -         1.823  (meters)       5.98   (feet)  ADJUSTED  
 EA1390  ___________________________________________________________________
 EA1390  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 EA1390  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EA1390  DYNAMIC HT  -           1.822 (meters)       5.98  (feet)  COMP
 EA1390  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 EA1390
 EA1390  HORZ ORDER  -  THIRD
 EA1390  VERT ORDER  -  SECOND    CLASS II
 EA1390
 EA1390.The horizontal coordinates were established by classical geodetic methods
 EA1390.and adjusted by the National Geodetic Survey in August 2005.
 EA1390
 EA1390.The orthometric height was determined by differential leveling
 EA1390.and adjusted in June 1991.
 EA1390
 EA1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1390
 EA1390.The geoid height was determined by GEOID03.
 EA1390
 EA1390.The dynamic height is computed by dividing the NAVD 88
 EA1390.geopotential number by the normal gravity value computed on the
 EA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1390.degrees latitude (g = 980.6199 gals.).
 EA1390
 EA1390.The modeled gravity was interpolated from observed gravity values.
 EA1390
 EA1390;                    North         East     Units Scale Factor Converg.
 EA1390;SPC NC       -   108,032.137   792,191.788   MT  0.99991743   +1 09 01.9
 EA1390;SPC NC       -   354,435.44  2,599,049.22   sFT  0.99991743   +1 09 01.9
 EA1390;UTM  18      - 3,842,421.647   316,230.113   MT  1.00001626   -1 08 34.3
 EA1390
 EA1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1390!SPC NC       -   1.00000556  x   0.99991743  =   0.99992299
 EA1390!UTM  18      -   1.00000556  x   1.00001626  =   1.00002182
 EA1390
 EA1390                          SUPERSEDED SURVEY CONTROL
 EA1390
 EA1390  NAD 83(1986)-  34 42 26.43424(N)    077 00 23.82754(W) AD(       ) 4
 EA1390  NAVD 88 (04/01/97)    1.82   (m)            6.0    (f) LEVELING    3  
 EA1390
 EA1390.Superseded values are not recommended for survey control.
 EA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1390.See file dsdata.txt to determine how the superseded data were derived.
 EA1390
 EA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1623042422(NAD 83)
 EA1390_MARKER: DB = BENCH MARK DISK
 EA1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1390_SP_SET: HEADWALL
 EA1390_STAMPING: CAR 12 1981
 EA1390_MARK LOGO: NCGS  
 EA1390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1390+STABILITY: SURFACE MOTION
 EA1390
 EA1390  HISTORY     - Date     Condition        Report By
 EA1390  HISTORY     - 1981     MONUMENTED       NCGS
 EA1390  HISTORY     - 19820101 GOOD             NCGS
 EA1390  HISTORY     - 20030930 MARK NOT FOUND   USPSQD
 EA1390
 EA1390                          STATION DESCRIPTION
 EA1390
 EA1390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1390'6.6 MI EAST FROM SWANSBORO.
 EA1390'3.9 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 12.6
 EA1390'MILES WEST OF THE INTERSECTION WITH US 70, IN WEST END OF NORTH
 EA1390'HEADWALL OF SANDERS CREEK, AND 0.1 MILE WEST OF EAST INTERSECTION WITH
 EA1390'SR 1118 (LOOP ROAD), 22.3 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 1.4
 EA1390'FEET EAST OF WEST END OF HEADWALL.
 EA1390'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1390
 EA1390                          STATION RECOVERY (1982)
 EA1390
 EA1390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1390'RECOVERED AS DESCRIBED.$MARK IS 0.1 MI (0.2 KM) WEST ALONG NC 24 FROM
 EA1390'THE EAST INTERSECTION WITH SR 1118 (LOOP ROAD) AT THE NC 24 CROSSING
 EA1390'OF SANDERS CREEK, IN THE WEST END OF THE NORTH HEADWALL. LOCATED 22.3
 EA1390'FT (6.8 M) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.4 FT (0.4 M)
 EA1390'EAST OF THE WEST END OF THE HEADWALL.
 EA1390
 EA1390                          STATION RECOVERY (2003)
 EA1390
 EA1390'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM)
 EA1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1397 ***********************************************************************
 EA1397  DESIGNATION -  CAR 13
 EA1397  PID         -  EA1397
 EA1397  STATE/COUNTY-  NC/CARTERET
 EA1397  USGS QUAD   -  SALTER PATH (1994)
 EA1397
 EA1397                         *CURRENT SURVEY CONTROL
 EA1397  ___________________________________________________________________
 EA1397* NAD 83(2001)-  34 43 22.97105(N)    076 56 44.47443(W)     ADJUSTED  
 EA1397* NAVD 88     -         1.967  (meters)       6.45   (feet)  ADJUSTED  
 EA1397  ___________________________________________________________________
 EA1397  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 EA1397  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA1397  DYNAMIC HT  -           1.966 (meters)       6.45  (feet)  COMP
 EA1397  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 EA1397
 EA1397  HORZ ORDER  -  THIRD
 EA1397  VERT ORDER  -  SECOND    CLASS II
 EA1397
 EA1397.The horizontal coordinates were established by classical geodetic methods
 EA1397.and adjusted by the National Geodetic Survey in August 2005.
 EA1397
 EA1397.The orthometric height was determined by differential leveling
 EA1397.and adjusted in June 1991.
 EA1397
 EA1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1397
 EA1397.The geoid height was determined by GEOID03.
 EA1397
 EA1397.The dynamic height is computed by dividing the NAVD 88
 EA1397.geopotential number by the normal gravity value computed on the
 EA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1397.degrees latitude (g = 980.6199 gals.).
 EA1397
 EA1397.The modeled gravity was interpolated from observed gravity values.
 EA1397
 EA1397;                    North         East     Units Scale Factor Converg.
 EA1397;SPC NC       -   109,887.961   797,735.894   MT  0.99991488   +1 11 08.5
 EA1397;SPC NC       -   360,524.09  2,617,238.51   sFT  0.99991488   +1 11 08.5
 EA1397;UTM  18      - 3,844,054.228   321,844.545   MT  0.99999121   -1 06 30.9
 EA1397
 EA1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1397!SPC NC       -   1.00000555  x   0.99991488  =   0.99992043
 EA1397!UTM  18      -   1.00000555  x   0.99999121  =   0.99999676
 EA1397
 EA1397                          SUPERSEDED SURVEY CONTROL
 EA1397
 EA1397  NAD 83(1986)-  34 43 22.98233(N)    076 56 44.48486(W) AD(       ) 4
 EA1397  NAVD 88 (04/01/97)    1.97   (m)            6.5    (f) LEVELING    3  
 EA1397
 EA1397.Superseded values are not recommended for survey control.
 EA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1397.See file dsdata.txt to determine how the superseded data were derived.
 EA1397
 EA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2184544054(NAD 83)
 EA1397_MARKER: DB = BENCH MARK DISK
 EA1397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1397_SP_SET: CONCRETE WHEEL GUARD
 EA1397_STAMPING: CAR 13 1981
 EA1397_MARK LOGO: NCGS  
 EA1397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1397
 EA1397  HISTORY     - Date     Condition        Report By
 EA1397  HISTORY     - 1981     MONUMENTED       NCGS
 EA1397  HISTORY     - 19820101 GOOD             NCGS
 EA1397  HISTORY     - 19860826 GOOD             USPSQD
 EA1397  HISTORY     - 19920929 MARK NOT FOUND   NCGS
 EA1397
 EA1397                          STATION DESCRIPTION
 EA1397
 EA1397'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1397'10.2 MI EAST FROM SWANSBORO.
 EA1397'7.4 MILES EAST ALONG NC 24 FROM THE INTERSECTION WITH NC 58, OR 8.8
 EA1397'MILES WEST OF THE INTERSECTION WITH US 70, IN SOUTH WHEEL GUARD AT
 EA1397'EAST END OF THE MIDDLE SECTION OF THE BRIDGE OVER BROAD CREEK, 18.8
 EA1397'FEET SOUTH OF CENTERLINE OF HIGHWAY, 93.0 FEET EAST OF SOUTHWEST END
 EA1397'OF BRIDGE, AND 63.8 FEET WEST OF SOUTHEAST END OF BRIDGE.
 EA1397'THE MARK IS 1 FT ABOVE HIGHWAY.
 EA1397
 EA1397                          STATION RECOVERY (1982)
 EA1397
 EA1397'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1397'RECOVERED AS DESCRIBED.$MARK IS 8.8 MI (14.2 KM) WEST ALONG NC 24 FROM
 EA1397'NC 70, IN THE SOUTH WHEEL GUARD AT THE EAST END OF THE MIDDLE SECTION
 EA1397'OF THE BRIDGE OVER BROAD CREEK. LOCATED 18.8 FT (5.7 M) SOUTH OF THE
 EA1397'CENTERLINE OF THE HIGHWAY, 93.0 FT (28.3 M) EAST OF THE SOUTHWEST END
 EA1397'OF THE BRIDGE, AND 63.8 FT (19.4 M) WEST OF THE SOUTHEAST END OF THE
 EA1397'BRIDGE.
 EA1397
 EA1397                          STATION RECOVERY (1986)
 EA1397
 EA1397'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1397'RECOVERED IN GOOD CONDITION.
 EA1397
 EA1397                          STATION RECOVERY (1992)
 EA1397
 EA1397'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1397'BRIDGE IS GONE--MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1406 ***********************************************************************
 EA1406  DESIGNATION -  CAR 14
 EA1406  PID         -  EA1406
 EA1406  STATE/COUNTY-  NC/CARTERET
 EA1406  USGS QUAD   -  SALTER PATH (1994)
 EA1406
 EA1406                         *CURRENT SURVEY CONTROL
 EA1406  ___________________________________________________________________
 EA1406* NAD 83(2001)-  34 43 45.01021(N)    076 54 02.28598(W)     ADJUSTED  
 EA1406* NAVD 88     -         2.282  (meters)       7.49   (feet)  ADJUSTED  
 EA1406  ___________________________________________________________________
 EA1406  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 EA1406  GEOID HEIGHT-         -37.41  (meters)                     GEOID03
 EA1406  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 EA1406  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EA1406
 EA1406  HORZ ORDER  -  THIRD
 EA1406  VERT ORDER  -  SECOND    CLASS II
 EA1406
 EA1406.The horizontal coordinates were established by classical geodetic methods
 EA1406.and adjusted by the National Geodetic Survey in August 2005.
 EA1406
 EA1406.The orthometric height was determined by differential leveling
 EA1406.and adjusted in June 1991.
 EA1406
 EA1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1406
 EA1406.The geoid height was determined by GEOID03.
 EA1406
 EA1406.The dynamic height is computed by dividing the NAVD 88
 EA1406.geopotential number by the normal gravity value computed on the
 EA1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1406.degrees latitude (g = 980.6199 gals.).
 EA1406
 EA1406.The modeled gravity was interpolated from observed gravity values.
 EA1406
 EA1406;                    North         East     Units Scale Factor Converg.
 EA1406;SPC NC       -   110,653.216   801,846.835   MT  0.99991391   +1 12 42.1
 EA1406;SPC NC       -   363,034.76  2,630,725.82   sFT  0.99991391   +1 12 42.1
 EA1406;UTM  18      - 3,844,654.325   325,983.108   MT  0.99997324   -1 04 59.0
 EA1406
 EA1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1406!SPC NC       -   1.00000551  x   0.99991391  =   0.99991942
 EA1406!UTM  18      -   1.00000551  x   0.99997324  =   0.99997875
 EA1406
 EA1406                          SUPERSEDED SURVEY CONTROL
 EA1406
 EA1406  NAD 83(1986)-  34 43 45.02166(N)    076 54 02.29590(W) AD(       ) 4
 EA1406  NAVD 88 (04/01/97)    2.28   (m)            7.5    (f) LEVELING    3  
 EA1406
 EA1406.Superseded values are not recommended for survey control.
 EA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1406.See file dsdata.txt to determine how the superseded data were derived.
 EA1406
 EA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2598344654(NAD 83)
 EA1406_MARKER: DB = BENCH MARK DISK
 EA1406_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1406_SP_SET: CONCRETE WHEEL GUARD
 EA1406_STAMPING: CAR 14 1981
 EA1406_MARK LOGO: NCGS  
 EA1406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1406
 EA1406  HISTORY     - Date     Condition        Report By
 EA1406  HISTORY     - 1981     MONUMENTED       NCGS
 EA1406  HISTORY     - 19820101 GOOD             NCGS
 EA1406  HISTORY     - 19860826 GOOD             USPSQD
 EA1406  HISTORY     - 20031007 MARK NOT FOUND   USPSQD
 EA1406
 EA1406                          STATION DESCRIPTION
 EA1406
 EA1406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1406'4.7 MI SW FROM NEWPORT.
 EA1406'6.2 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 10.0
 EA1406'MILES EAST OF INTERSECTION WITH NC 58, IN SOUTH WHEEL GUARD AT CENTER
 EA1406'OF BRIDGE OVER GALES CREEK, 19.0 FEET SOUTH OF CENTERLINE OF HIGHWAY,
 EA1406'78.0 FEET EAST OF WEST END OF BRIDGE AND 78.0 FEET WEST OF EAST END OF
 EA1406'BRIDGE.
 EA1406'THE MARK IS 1 FT ABOVE HIGHWAY.
 EA1406
 EA1406                          STATION RECOVERY (1982)
 EA1406
 EA1406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1406'RECOVERED AS DESCRIBED.$MARK IS 6.2 MI (10.0 KM) WEST ALONG NC 24 FROM
 EA1406'NC 70, IN THE SOUTH WHEEL GUARD AT THE CENTER OF THE BRIDGE OVER GALES
 EA1406'CREEK. LOCATED 19.0 FT (5.8 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EA1406'78.0 FT (23.8 M) EAST OF THE WEST END OF THE BRIDGE, AND 78.0 FT (23.8
 EA1406'M) WEST OF THE EAST END OF THE BRIDGE.
 EA1406
 EA1406                          STATION RECOVERY (1986)
 EA1406
 EA1406'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1406'RECOVERED IN GOOD CONDITION.
 EA1406
 EA1406                          STATION RECOVERY (2003)
 EA1406
 EA1406'RECOVERY NOTE BY US POWER SQUADRON 2003 (LKM)
 EA1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1411 ***********************************************************************
 EA1411  DESIGNATION -  CAR 15
 EA1411  PID         -  EA1411
 EA1411  STATE/COUNTY-  NC/CARTERET
 EA1411  USGS QUAD   -  MANSFIELD (1994)
 EA1411
 EA1411                         *CURRENT SURVEY CONTROL
 EA1411  ___________________________________________________________________
 EA1411* NAD 83(2001)-  34 44 03.82257(N)    076 52 15.16017(W)     ADJUSTED  
 EA1411* NAVD 88     -         6.969  (meters)      22.86   (feet)  ADJUSTED  
 EA1411  ___________________________________________________________________
 EA1411  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 EA1411  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 EA1411  DYNAMIC HT  -           6.963 (meters)      22.84  (feet)  COMP
 EA1411  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 EA1411
 EA1411  HORZ ORDER  -  THIRD
 EA1411  VERT ORDER  -  SECOND    CLASS II
 EA1411
 EA1411.The horizontal coordinates were established by classical geodetic methods
 EA1411.and adjusted by the National Geodetic Survey in August 2005.
 EA1411
 EA1411.The orthometric height was determined by differential leveling
 EA1411.and adjusted in June 1991.
 EA1411
 EA1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1411
 EA1411.The geoid height was determined by GEOID03.
 EA1411
 EA1411.The dynamic height is computed by dividing the NAVD 88
 EA1411.geopotential number by the normal gravity value computed on the
 EA1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1411.degrees latitude (g = 980.6199 gals.).
 EA1411
 EA1411.The modeled gravity was interpolated from observed gravity values.
 EA1411
 EA1411;                    North         East     Units Scale Factor Converg.
 EA1411;SPC NC       -   111,290.780   804,558.948   MT  0.99991309   +1 13 43.9
 EA1411;SPC NC       -   365,126.50  2,639,623.82   sFT  0.99991309   +1 13 43.9
 EA1411;UTM  18      - 3,845,182.804   328,718.724   MT  0.99996160   -1 03 58.4
 EA1411
 EA1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1411!SPC NC       -   1.00000478  x   0.99991309  =   0.99991787
 EA1411!UTM  18      -   1.00000478  x   0.99996160  =   0.99996638
 EA1411
 EA1411                          SUPERSEDED SURVEY CONTROL
 EA1411
 EA1411  NAD 83(1986)-  34 44 03.83367(N)    076 52 15.16974(W) AD(       ) 4
 EA1411  NAVD 88 (04/01/97)    6.97   (m)           22.9    (f) LEVELING    3  
 EA1411
 EA1411.Superseded values are not recommended for survey control.
 EA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1411.See file dsdata.txt to determine how the superseded data were derived.
 EA1411
 EA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2871945183(NAD 83)
 EA1411_MARKER: DB = BENCH MARK DISK
 EA1411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1411_SP_SET: HEADWALL
 EA1411_STAMPING: CAR 15 1981
 EA1411_MARK LOGO: NCGS  
 EA1411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1411+STABILITY: SURFACE MOTION
 EA1411
 EA1411  HISTORY     - Date     Condition        Report By
 EA1411  HISTORY     - 1981     MONUMENTED       NCGS
 EA1411  HISTORY     - 19820101 GOOD             NCGS
 EA1411  HISTORY     - 19860826 GOOD             USPSQD
 EA1411
 EA1411                          STATION DESCRIPTION
 EA1411
 EA1411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1411'3.7 MI SOUTH FROM NEWPORT.
 EA1411'4.4 MILES WEST ALONG NC 24 FROM THE INTERSECTION WITH US 70, OR 12.0
 EA1411'MILES EAST OF INTERSECTION WITH NC 58, IN SOUTH END OF HEADWALL
 EA1411'APPROXIMATELY 300 FEET EAST OF JUMPING RUN CREEK, 34.0 FEET NORTH OF
 EA1411'CENTERLINE OF HIGHWAY AND 98.6 FEET EAST OF EAST END OF METAL CULVERT.
 EA1411'THE MARK IS 2 FT BELOW HIGHWAY.
 EA1411
 EA1411                          STATION RECOVERY (1982)
 EA1411
 EA1411'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1411'RECOVERED AS DESCRIBED.$MARK IS 4.4 MI (7.1 KM) WEST ALONG NC 24 FROM
 EA1411'NC 70, IN THE SOUTH END OF THE HEADWALL, ABOUT 300 FEET EAST OF
 EA1411'JUMPING RUN CREEK. LOCATED 34.0 FT (10.4 M) NORTH OF THE CENTERLINE OF
 EA1411'THE HIGHWAY AND 98.6 FT (30.1 M) EAST OF THE EAST END OF THE METAL
 EA1411'CULVERT.
 EA1411
 EA1411                          STATION RECOVERY (1986)
 EA1411
 EA1411'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1430 ***********************************************************************
 EA1430  DESIGNATION -  CAR 16
 EA1430  PID         -  EA1430
 EA1430  STATE/COUNTY-  NC/CARTERET
 EA1430  USGS QUAD   -  CORE CREEK (1994)
 EA1430
 EA1430                         *CURRENT SURVEY CONTROL
 EA1430  ___________________________________________________________________
 EA1430* NAD 83(1986)-  34 47 40.     (N)    076 37 51.     (W)     SCALED    
 EA1430* NAVD 88     -         1.127  (meters)       3.70   (feet)  ADJUSTED  
 EA1430  ___________________________________________________________________
 EA1430  GEOID HEIGHT-         -37.52  (meters)                     GEOID03
 EA1430  DYNAMIC HT  -           1.126 (meters)       3.69  (feet)  COMP
 EA1430  MODELED GRAV-     979,717.6   (mgal)                       NAVD 88
 EA1430
 EA1430  VERT ORDER  -  SECOND    CLASS II
 EA1430
 EA1430.The horizontal coordinates were scaled from a topographic map and have
 EA1430.an estimated accuracy of +/- 6 seconds.
 EA1430
 EA1430.The orthometric height was determined by differential leveling
 EA1430.and adjusted in June 1991.
 EA1430
 EA1430.The geoid height was determined by GEOID03.
 EA1430
 EA1430.The dynamic height is computed by dividing the NAVD 88
 EA1430.geopotential number by the normal gravity value computed on the
 EA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1430.degrees latitude (g = 980.6199 gals.).
 EA1430
 EA1430.The modeled gravity was interpolated from observed gravity values.
 EA1430
 EA1430;                    North         East    Units  Estimated Accuracy
 EA1430;SPC NC       -   118,450.      826,380.      MT  (+/- 180 meters Scaled)
 EA1430
 EA1430                          SUPERSEDED SURVEY CONTROL
 EA1430
 EA1430.No superseded survey control is available for this station.
 EA1430
 EA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD508514(NAD 83)
 EA1430_MARKER: DD = SURVEY DISK
 EA1430_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1430_SP_SET: GAS PUMP ISLAND
 EA1430_STAMPING: CAR 16 1981
 EA1430_MARK LOGO: NCGS  
 EA1430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1430+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992
 EA1430
 EA1430  HISTORY     - Date     Condition        Report By
 EA1430  HISTORY     - 1981     MONUMENTED       NCGS
 EA1430  HISTORY     - 19920510 GOOD             NCGS
 EA1430  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 EA1430
 EA1430                          STATION DESCRIPTION
 EA1430
 EA1430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1430'5.2 MI NORTH FROM BEAUFORT.
 EA1430'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1430'BEAUFORT, THENCE 0.9 MILE NORTH ALONG SR 1300, IN SOUTH END OF GAS
 EA1430'PUMP ISLAND AT TAYLORS STORE (NOW ABANDONDED), 61.2 FEET WEST OF
 EA1430'CENTERLINE OF ROAD, 0.8 FEET NORTH OF SOUTH END OF ISLAND, 53.8 FEET
 EA1430'SOUTH-SOUTHWEST OF SERVICE POLE WITH LAMP, PEDESTAL AND REFERENCE TAG
 EA1430'AND 22.1 FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF STORE.
 EA1430'THE MARK IS 1 FT ABOVE ROAD.
 EA1430
 EA1430                          STATION RECOVERY (1992)
 EA1430
 EA1430'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1430'RECOVERED AS DESCRIBED.
 EA1430
 EA1430                          STATION RECOVERY (2006)
 EA1430
 EA1430'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1430'THERE IS A SMALL CHURCH AT THE LOCATION NOW.  THERE IS EVIDENCE OF A
 EA1430'CONCRETE PAD BUT NO EVIDENCE OF A GAS PUMP ISLAND.  THE SERVICE POLE
 EA1430'IS ALSO GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7452 ***********************************************************************
 AC7452  DESIGNATION -  CAR 169
 AC7452  PID         -  AC7452
 AC7452  STATE/COUNTY-  NC/CARTERET
 AC7452  USGS QUAD   -  SWANSBORO (1994)
 AC7452
 AC7452                         *CURRENT SURVEY CONTROL
 AC7452  ___________________________________________________________________
 AC7452* NAD 83(2001)-  34 40 02.97653(N)    077 03 48.25940(W)     ADJUSTED  
 AC7452* NAVD 88     -         3.164  (meters)      10.38   (feet)  ADJUSTED  
 AC7452  ___________________________________________________________________
 AC7452  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AC7452  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 AC7452  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 AC7452  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 AC7452
 AC7452  HORZ ORDER  -  SECOND
 AC7452  VERT ORDER  -  SECOND    CLASS II
 AC7452
 AC7452.The horizontal coordinates were established by classical geodetic methods
 AC7452.and adjusted by the National Geodetic Survey in August 2005.
 AC7452
 AC7452.The orthometric height was determined by differential leveling
 AC7452.and adjusted in May 1997.
 AC7452
 AC7452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7452
 AC7452.The geoid height was determined by GEOID03.
 AC7452
 AC7452.The dynamic height is computed by dividing the NAVD 88
 AC7452.geopotential number by the normal gravity value computed on the
 AC7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7452.degrees latitude (g = 980.6199 gals.).
 AC7452
 AC7452.The modeled gravity was interpolated from observed gravity values.
 AC7452
 AC7452;                    North         East     Units Scale Factor Converg.
 AC7452;SPC NC       -   103,510.037   787,076.853   MT  0.99992422   +1 07 03.9
 AC7452;SPC NC       -   339,599.18  2,582,267.98   sFT  0.99992422   +1 07 03.9
 AC7452;UTM  18      - 3,838,107.312   310,937.807   MT  1.00004059   -1 10 26.5
 AC7452
 AC7452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7452!SPC NC       -   1.00000534  x   0.99992422  =   0.99992956
 AC7452!UTM  18      -   1.00000534  x   1.00004059  =   1.00004593
 AC7452
 AC7452                          SUPERSEDED SURVEY CONTROL
 AC7452
 AC7452  NAD 83(1986)-  34 40 02.98848(N)    077 03 48.26974(W) AD(       ) 2
 AC7452  NAVD 88 (12/16/97)    3.16   (m)           10.4    (f) LEVELING    3  
 AC7452
 AC7452.Superseded values are not recommended for survey control.
 AC7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7452.See file dsdata.txt to determine how the superseded data were derived.
 AC7452
 AC7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1093838107(NAD 83)
 AC7452_MARKER: DB = BENCH MARK DISK
 AC7452_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC7452_SP_SET: CONCRETE BRIDGE WINGWALL
 AC7452_STAMPING: CAR 169 1991
 AC7452_MARK LOGO: NCGS  
 AC7452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7452+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7452
 AC7452  HISTORY     - Date     Condition        Report By
 AC7452  HISTORY     - 1991     MONUMENTED       NCGS
 AC7452  HISTORY     - 20030205 GOOD             USPSQD
 AC7452  HISTORY     - 20050728 GOOD             USPSQD
 AC7452
 AC7452                          STATION DESCRIPTION
 AC7452
 AC7452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AC7452'STATION IS AT WESTERN EMERALD ISLE AT THE SOUTHERN END OF THE
 AC7452'SOUTHWEST CORNER OF THE B. CAMERON LANGSTON BRIDGE OVER THE
 AC7452'INTRACOASTAL WATERWAY.$MARK IS FLUSH WITH THE HEADWALL AND LEVEL WITH
 AC7452'NC 58. LOCATED 20.0 FT (6.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF NC
 AC7452'58, AND 2.4 FT (0.7 M) WEST OF THE SOUTHWEST CORNER OF GUARDRAIL.
 AC7452
 AC7452                          STATION RECOVERY (2003)
 AC7452
 AC7452'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7452'RECOVERED IN GOOD CONDITION.
 AC7452
 AC7452                          STATION RECOVERY (2005)
 AC7452
 AC7452'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1431 ***********************************************************************
 EA1431  DESIGNATION -  CAR 17
 EA1431  PID         -  EA1431
 EA1431  STATE/COUNTY-  NC/CARTERET
 EA1431  USGS QUAD   -  CORE CREEK (1994)
 EA1431
 EA1431                         *CURRENT SURVEY CONTROL
 EA1431  ___________________________________________________________________
 EA1431* NAD 83(1986)-  34 48 37.     (N)    076 37 58.     (W)     SCALED    
 EA1431* NAVD 88     -         1.546  (meters)       5.07   (feet)  ADJUSTED  
 EA1431  ___________________________________________________________________
 EA1431  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EA1431  DYNAMIC HT  -           1.544 (meters)       5.07  (feet)  COMP
 EA1431  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 EA1431
 EA1431  VERT ORDER  -  SECOND    CLASS II
 EA1431
 EA1431.The horizontal coordinates were scaled from a topographic map and have
 EA1431.an estimated accuracy of +/- 6 seconds.
 EA1431
 EA1431.The orthometric height was determined by differential leveling
 EA1431.and adjusted in June 1991.
 EA1431
 EA1431.The geoid height was determined by GEOID03.
 EA1431
 EA1431.The dynamic height is computed by dividing the NAVD 88
 EA1431.geopotential number by the normal gravity value computed on the
 EA1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1431.degrees latitude (g = 980.6199 gals.).
 EA1431
 EA1431.The modeled gravity was interpolated from observed gravity values.
 EA1431
 EA1431;                    North         East    Units  Estimated Accuracy
 EA1431;SPC NC       -   120,200.      826,160.      MT  (+/- 180 meters Scaled)
 EA1431
 EA1431                          SUPERSEDED SURVEY CONTROL
 EA1431
 EA1431.No superseded survey control is available for this station.
 EA1431
 EA1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD506532(NAD 83)
 EA1431_MARKER: DD = SURVEY DISK
 EA1431_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA1431+WITH SETTING: PAVEMENT
 EA1431_SP_SET: CONCRETE LANDING
 EA1431_STAMPING: CAR 17 1981
 EA1431_MARK LOGO: NCGS  
 EA1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1431+STABILITY: SURFACE MOTION
 EA1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1431+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 EA1431
 EA1431  HISTORY     - Date     Condition        Report By
 EA1431  HISTORY     - 1981     MONUMENTED       NCGS
 EA1431  HISTORY     - 19920510 GOOD             NCGS
 EA1431  HISTORY     - 20060719 GOOD             USPSQD
 EA1431
 EA1431                          STATION DESCRIPTION
 EA1431
 EA1431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1431'6.3 MI NORTH FROM BEAUFORT.
 EA1431'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1431'BEAUFORT, THENCE 2.0 MILES NORTH ALONG SR 1300, IN SOUTHWEST CORNER OF
 EA1431'LANDING AT TOP OF STEPS OF MOUNT TABOR BAPTIST CHURCH, 151.9 FEET EAST
 EA1431'OF CENTERLINE OF ROAD, 8.3 FEET WEST OF SOUTHWEST CORNER OF CHURCH AND
 EA1431'35.0 FEET SOUTH OF NORTHWEST CORNER OF CHURCH.
 EA1431'THE MARK IS 3 FT ABOVE ROAD.
 EA1431
 EA1431                          STATION RECOVERY (1992)
 EA1431
 EA1431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1431'RECOVERED AS DESCRIBED.
 EA1431
 EA1431                          STATION RECOVERY (2006)
 EA1431
 EA1431'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1431'LATITUDE AND LONGITUDE ARE SLIGHTLY OFF.  SHOULD BE N34 48 35.8 AND
 EA1431'W076 37 56.2.  CHURCH IS ON THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1432 ***********************************************************************
 EA1432  DESIGNATION -  CAR 18
 EA1432  PID         -  EA1432
 EA1432  STATE/COUNTY-  NC/CARTERET
 EA1432  USGS QUAD   -  CORE CREEK (1994)
 EA1432
 EA1432                         *CURRENT SURVEY CONTROL
 EA1432  ___________________________________________________________________
 EA1432* NAD 83(1986)-  34 49 36.     (N)    076 38 13.     (W)     SCALED    
 EA1432* NAVD 88     -         0.531  (meters)       1.74   (feet)  ADJUSTED  
 EA1432  ___________________________________________________________________
 EA1432  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EA1432  DYNAMIC HT  -           0.531 (meters)       1.74  (feet)  COMP
 EA1432  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 EA1432
 EA1432  VERT ORDER  -  SECOND    CLASS II
 EA1432
 EA1432.The horizontal coordinates were scaled from a topographic map and have
 EA1432.an estimated accuracy of +/- 6 seconds.
 EA1432
 EA1432.The orthometric height was determined by differential leveling
 EA1432.and adjusted in June 1991.
 EA1432
 EA1432.The geoid height was determined by GEOID03.
 EA1432
 EA1432.The dynamic height is computed by dividing the NAVD 88
 EA1432.geopotential number by the normal gravity value computed on the
 EA1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1432.degrees latitude (g = 980.6199 gals.).
 EA1432
 EA1432.The modeled gravity was interpolated from observed gravity values.
 EA1432
 EA1432;                    North         East    Units  Estimated Accuracy
 EA1432;SPC NC       -   122,010.      825,730.      MT  (+/- 180 meters Scaled)
 EA1432
 EA1432                          SUPERSEDED SURVEY CONTROL
 EA1432
 EA1432.No superseded survey control is available for this station.
 EA1432
 EA1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD503550(NAD 83)
 EA1432_MARKER: DB = BENCH MARK DISK
 EA1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1432_SP_SET: CONCRETE POST
 EA1432_STAMPING: CAR 18 1981
 EA1432_MARK LOGO: NCGS  
 EA1432_PROJECTION: RECESSED 10 CENTIMETERS
 EA1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1432+STABILITY: SURFACE MOTION
 EA1432
 EA1432  HISTORY     - Date     Condition        Report By
 EA1432  HISTORY     - 1981     MONUMENTED       NCGS
 EA1432  HISTORY     - 20060719 MARK NOT FOUND   USPSQD
 EA1432
 EA1432                          STATION DESCRIPTION
 EA1432
 EA1432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1432'7.5 MI NORTH FROM BEAUFORT.
 EA1432'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1432'BEAUFORT, THENCE 3.2 MILES NORTH ALONG SR 1300, IN ROAD SHOULDER
 EA1432'OPPOSITE ROAD WEST, 0.4 MILE NORTH OF BRIDGE OVER FELTONS CREEK, 15.2
 EA1432'FEET EAST-SOUTHEAST OF CENTERLINE OF ROAD, 20.1 FEET WEST-SOUTHWEST OF
 EA1432'SERVICE POLE WITH REFERENCE TAG, 47.8 FEET EAST-SOUTHEAST OF POWER
 EA1432'POLE WITH TRANSFORMER AND WITH REFERENCE TAG, AND 174.0 FEET
 EA1432'NORTH-NORTHEAST OF EAST END OF METAL CULVERT UNDER ROAD.
 EA1432'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1432
 EA1432                          STATION RECOVERY (2006)
 EA1432
 EA1432'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1432'THE POWER POLES IN THE AREA DON'T HAVE ANY REFERENCE MARKS SO THEY
 EA1432'HAVE PROBABLY BEEN REPLACED.  COULD NOT FIND ANYTHING WHERE IT SHOULD
 EA1432'BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1433 ***********************************************************************
 EA1433  DESIGNATION -  CAR 19
 EA1433  PID         -  EA1433
 EA1433  STATE/COUNTY-  NC/CARTERET
 EA1433  USGS QUAD   -  CORE CREEK (1994)
 EA1433
 EA1433                         *CURRENT SURVEY CONTROL
 EA1433  ___________________________________________________________________
 EA1433* NAD 83(1986)-  34 50 27.     (N)    076 37 56.     (W)     SCALED    
 EA1433* NAVD 88     -         1.518  (meters)       4.98   (feet)  ADJUSTED  
 EA1433  ___________________________________________________________________
 EA1433  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1433  DYNAMIC HT  -           1.517 (meters)       4.98  (feet)  COMP
 EA1433  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 EA1433
 EA1433  VERT ORDER  -  SECOND    CLASS II
 EA1433
 EA1433.The horizontal coordinates were scaled from a topographic map and have
 EA1433.an estimated accuracy of +/- 6 seconds.
 EA1433
 EA1433.The orthometric height was determined by differential leveling
 EA1433.and adjusted in June 1991.
 EA1433
 EA1433.The geoid height was determined by GEOID03.
 EA1433
 EA1433.The dynamic height is computed by dividing the NAVD 88
 EA1433.geopotential number by the normal gravity value computed on the
 EA1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1433.degrees latitude (g = 980.6199 gals.).
 EA1433
 EA1433.The modeled gravity was interpolated from observed gravity values.
 EA1433
 EA1433;                    North         East    Units  Estimated Accuracy
 EA1433;SPC NC       -   123,590.      826,130.      MT  (+/- 180 meters Scaled)
 EA1433
 EA1433                          SUPERSEDED SURVEY CONTROL
 EA1433
 EA1433.No superseded survey control is available for this station.
 EA1433
 EA1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD507566(NAD 83)
 EA1433_MARKER: DB = BENCH MARK DISK
 EA1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1433_SP_SET: CONCRETE POST
 EA1433_STAMPING: CAR 19 1981
 EA1433_MARK LOGO: NCGS  
 EA1433_PROJECTION: RECESSED 5 CENTIMETERS
 EA1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1433+STABILITY: SURFACE MOTION
 EA1433
 EA1433  HISTORY     - Date     Condition        Report By
 EA1433  HISTORY     - 1981     MONUMENTED       NCGS
 EA1433
 EA1433                          STATION DESCRIPTION
 EA1433
 EA1433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1433'8.55 MI NORTH FROM BEAUFORT.
 EA1433'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1433'BEAUFORT, THENCE 4.25 MILES NORTH ALONG SR 1300, 0.15 MILE SOUTH OF A
 EA1433'WOODEN BRIDGE, AND AT A WOODEN BRIDGE OVER A SMALL CANAL, 29.7 FEET
 EA1433'EAST-SOUTHEAST OF CENTERLINE OF SR 1300, 35.4 FEET SOUTH OF SOUTH END
 EA1433'OF EAST WHEEL GUARD OF CANAL BRIDGE, 53.0 FEET SOUTH-SOUTHEAST OF
 EA1433'SOUTH END OF WEST WHEEL GUARD AND 26.5 FEET NORTHWEST OF 5-INCH WATER
 EA1433'OAK WITH REFERENCE TAG.
 EA1433'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1346 ***********************************************************************
 EA1346  DESIGNATION -  CAR 2
 EA1346  PID         -  EA1346
 EA1346  STATE/COUNTY-  NC/CARTERET
 EA1346  USGS QUAD   -  HADNOT CREEK (1994)
 EA1346
 EA1346                         *CURRENT SURVEY CONTROL
 EA1346  ___________________________________________________________________
 EA1346* NAD 83(1986)-  34 47 25.     (N)    077 06 05.     (W)     SCALED    
 EA1346* NAVD 88     -         9.884  (meters)      32.43   (feet)  ADJUSTED  
 EA1346  ___________________________________________________________________
 EA1346  GEOID HEIGHT-         -37.25  (meters)                     GEOID03
 EA1346  DYNAMIC HT  -           9.875 (meters)      32.40  (feet)  COMP
 EA1346  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 EA1346
 EA1346  VERT ORDER  -  SECOND    CLASS II
 EA1346
 EA1346.The horizontal coordinates were scaled from a topographic map and have
 EA1346.an estimated accuracy of +/- 6 seconds.
 EA1346
 EA1346.The orthometric height was determined by differential leveling
 EA1346.and adjusted in June 1991.
 EA1346
 EA1346.The geoid height was determined by GEOID03.
 EA1346
 EA1346.The dynamic height is computed by dividing the NAVD 88
 EA1346.geopotential number by the normal gravity value computed on the
 EA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1346.degrees latitude (g = 980.6199 gals.).
 EA1346
 EA1346.The modeled gravity was interpolated from observed gravity values.
 EA1346
 EA1346;                    North         East    Units  Estimated Accuracy
 EA1346;SPC NC       -   117,060.      783,340.      MT  (+/- 180 meters Scaled)
 EA1346
 EA1346                          SUPERSEDED SURVEY CONTROL
 EA1346
 EA1346.No superseded survey control is available for this station.
 EA1346
 EA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD077517(NAD 83)
 EA1346_MARKER: DB = BENCH MARK DISK
 EA1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1346_SP_SET: TREE
 EA1346_STAMPING: CAR 2 1979
 EA1346_MARK LOGO: NCGS  
 EA1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1346
 EA1346  HISTORY     - Date     Condition        Report By
 EA1346  HISTORY     - 1979     MONUMENTED       NCGS
 EA1346
 EA1346                          STATION DESCRIPTION
 EA1346
 EA1346'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1346'3.0 MI ENE FROM STELLA.
 EA1346'1.15 MILES EAST ALONG US GOVERNMENT RAILROAD FROM THE GRADE CROSSING
 EA1346'OF NC 58 NEAR KUHN CROSSROADS, ON LEFT SET VERTICAL IN SOUTH FACE OF A
 EA1346'10-INCH PINE TREE, 36.0 FEET NORTH OF NORTH RAIL, 58.2 FEET WEST OF
 EA1346'TELEPHONE POLE NO 1 WITH REFERENCE TAG AND 61.5 FEET EAST-NORTHEAST OF
 EA1346'AN 8-INCH PINE WITH REFERENCE TAG AND ABOUT 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1434 ***********************************************************************
 EA1434  DESIGNATION -  CAR 20
 EA1434  PID         -  EA1434
 EA1434  STATE/COUNTY-  NC/CARTERET
 EA1434  USGS QUAD   -  CORE CREEK (1994)
 EA1434
 EA1434                         *CURRENT SURVEY CONTROL
 EA1434  ___________________________________________________________________
 EA1434* NAD 83(2001)-  34 51 06.15952(N)    076 37 49.49540(W)     ADJUSTED  
 EA1434* NAVD 88     -         1.186  (meters)       3.89   (feet)  ADJUSTED  
 EA1434  ___________________________________________________________________
 EA1434  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 EA1434  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1434  DYNAMIC HT  -           1.185 (meters)       3.89  (feet)  COMP
 EA1434  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 EA1434
 EA1434  HORZ ORDER  -  SECOND
 EA1434  VERT ORDER  -  SECOND    CLASS II
 EA1434
 EA1434.The horizontal coordinates were established by classical geodetic methods
 EA1434.and adjusted by the National Geodetic Survey in August 2005.
 EA1434
 EA1434.The orthometric height was determined by differential leveling
 EA1434.and adjusted in June 1991.
 EA1434
 EA1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1434
 EA1434.The geoid height was determined by GEOID03.
 EA1434
 EA1434.The dynamic height is computed by dividing the NAVD 88
 EA1434.geopotential number by the normal gravity value computed on the
 EA1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1434.degrees latitude (g = 980.6199 gals.).
 EA1434
 EA1434.The modeled gravity was interpolated from observed gravity values.
 EA1434
 EA1434;                    North         East     Units Scale Factor Converg.
 EA1434;SPC NC       -   124,799.381   826,262.846   MT  0.99989681   +1 22 03.6
 EA1434;SPC NC       -   409,445.97  2,710,830.69   sFT  0.99989681   +1 22 03.6
 EA1434;UTM  18      - 3,857,810.674   350,946.954   MT  0.99987383   -0 55 54.8
 EA1434
 EA1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1434!SPC NC       -   1.00000571  x   0.99989681  =   0.99990252
 EA1434!UTM  18      -   1.00000571  x   0.99987383  =   0.99987954
 EA1434
 EA1434                          SUPERSEDED SURVEY CONTROL
 EA1434
 EA1434  NAD 83(1986)-  34 51 06.16968(N)    076 37 49.50395(W) AD(       ) 2
 EA1434  NAVD 88 (12/16/97)    1.19   (m)            3.9    (f) LEVELING    3  
 EA1434
 EA1434.Superseded values are not recommended for survey control.
 EA1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1434.See file dsdata.txt to determine how the superseded data were derived.
 EA1434
 EA1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5094757811(NAD 83)
 EA1434_MARKER: DB = BENCH MARK DISK
 EA1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1434_SP_SET: CONCRETE POST
 EA1434_STAMPING: CAR 20 NCGS
 EA1434_MARK LOGO: NCGS  
 EA1434_PROJECTION: RECESSED 10 CENTIMETERS
 EA1434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1434+STABILITY: SURFACE MOTION
 EA1434
 EA1434  HISTORY     - Date     Condition        Report By
 EA1434  HISTORY     - 1981     MONUMENTED       NCGS
 EA1434  HISTORY     - 19921209 GOOD             NCGS
 EA1434  HISTORY     - 20061220 MARK NOT FOUND   USPSQD
 EA1434
 EA1434                          STATION DESCRIPTION
 EA1434
 EA1434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1434'9.3 MI NORTH FROM BEAUFORT.
 EA1434'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1434'BEAUFORT, THENCE 5.0 MILES NORTH ALONG SR 1300, IN ROAD SHOULDER NEAR
 EA1434'A TELEPHONE REPEATER CABINET, AND 0.55 MILE NORTH OF A WOODEN BRIDGE,
 EA1434'15.2 FEET EAST OF CENTERLINE OF ROAD, 15.0 FEET NORTHWEST OF POLE
 EA1434'HOLDING REPEATER CABINET (T5S) AND WITH REFERENCE TAG, AND 90.0 FEET
 EA1434'NORTH OF POWER POLE WITH REFERENCE TAG.
 EA1434'THE MARK IS 1 FT BELOW ROAD.
 EA1434
 EA1434                          STATION RECOVERY (1992)
 EA1434
 EA1434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1434'RECOVERED AS DESCRIBED.
 EA1434
 EA1434                          STATION RECOVERY (2006)
 EA1434
 EA1434'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1434'THE WOODEN BRIDGE NO LONGER EXITS.  THE ONLY THING IN THE VICINITY OF
 EA1434'WHERE THE MARKER SHOULD BE IS A TELEPHONE PEDESTAL, NOT A REPEATER
 EA1434'CABINET. THE POLES AND ROAD HAS BEEN REPLACED WITHIN THE LAST SEVERAL
 EA1434'YEARS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1435 ***********************************************************************
 EA1435  DESIGNATION -  CAR 21
 EA1435  PID         -  EA1435
 EA1435  STATE/COUNTY-  NC/CARTERET
 EA1435  USGS QUAD   -  CORE CREEK (1994)
 EA1435
 EA1435                         *CURRENT SURVEY CONTROL
 EA1435  ___________________________________________________________________
 EA1435* NAD 83(2001)-  34 51 43.08709(N)    076 37 44.04252(W)     ADJUSTED  
 EA1435* NAVD 88     -         2.493  (meters)       8.18   (feet)  ADJUSTED  
 EA1435  ___________________________________________________________________
 EA1435  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 EA1435  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1435  DYNAMIC HT  -           2.491 (meters)       8.17  (feet)  COMP
 EA1435  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 EA1435
 EA1435  HORZ ORDER  -  SECOND
 EA1435  VERT ORDER  -  SECOND    CLASS II
 EA1435
 EA1435.The horizontal coordinates were established by classical geodetic methods
 EA1435.and adjusted by the National Geodetic Survey in August 2005.
 EA1435
 EA1435.The orthometric height was determined by differential leveling
 EA1435.and adjusted in June 1991.
 EA1435
 EA1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1435
 EA1435.The geoid height was determined by GEOID03.
 EA1435
 EA1435.The dynamic height is computed by dividing the NAVD 88
 EA1435.geopotential number by the normal gravity value computed on the
 EA1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1435.degrees latitude (g = 980.6199 gals.).
 EA1435
 EA1435.The modeled gravity was interpolated from observed gravity values.
 EA1435
 EA1435;                    North         East     Units Scale Factor Converg.
 EA1435;SPC NC       -   125,940.209   826,374.139   MT  0.99989559   +1 22 06.7
 EA1435;SPC NC       -   413,188.84  2,711,195.82   sFT  0.99989559   +1 22 06.7
 EA1435;UTM  18      - 3,858,946.092   351,103.931   MT  0.99987325   -0 55 52.5
 EA1435
 EA1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1435!SPC NC       -   1.00000550  x   0.99989559  =   0.99990109
 EA1435!UTM  18      -   1.00000550  x   0.99987325  =   0.99987875
 EA1435
 EA1435                          SUPERSEDED SURVEY CONTROL
 EA1435
 EA1435  NAD 83(1986)-  34 51 43.09726(N)    076 37 44.05107(W) AD(       ) 2
 EA1435  NAVD 88 (12/16/97)    2.49   (m)            8.2    (f) LEVELING    3  
 EA1435
 EA1435.Superseded values are not recommended for survey control.
 EA1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1435.See file dsdata.txt to determine how the superseded data were derived.
 EA1435
 EA1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5110458946(NAD 83)
 EA1435_MARKER: DB = BENCH MARK DISK
 EA1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1435_SP_SET: CONCRETE POST
 EA1435_STAMPING: CAR 21 1981
 EA1435_MARK LOGO: NCGS  
 EA1435_PROJECTION: RECESSED 8 CENTIMETERS
 EA1435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1435+STABILITY: SURFACE MOTION
 EA1435
 EA1435  HISTORY     - Date     Condition        Report By
 EA1435  HISTORY     - 1981     MONUMENTED       NCGS
 EA1435  HISTORY     - 19921209 GOOD             NCGS
 EA1435  HISTORY     - 20061220 MARK NOT FOUND   USPSQD
 EA1435
 EA1435                          STATION DESCRIPTION
 EA1435
 EA1435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1435'10.0 MI NORTH FROM BEAUFORT.
 EA1435'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH US 70 IN
 EA1435'BEAUFORT, THENCE 5.7 MILES NORTH ALONG SR 1300, IN ROAD SHOULDER
 EA1435'ACROSS ROAD FROM A TELEPHONE PEDESTAL, 15.6 FEET EAST OF CENTERLINE OF
 EA1435'ROAD, 36.6 FEET EAST OF TELEPHONE PEDESTAL POLE WITH REFERENCE TAG,
 EA1435'215.0 FEET SOUTH OF TELEPHONE JUNCTION BOX, 52.0 FEET NORTH-NORTHWEST
 EA1435'OF 14-INCH PINE WITH REFERENCE TAG AND 6.3 FEET EAST OF REFERENCE TAG
 EA1435'IN EAST END OF PAVEMENT.
 EA1435'THE MARK IS 1 FT BELOW ROAD.
 EA1435
 EA1435                          STATION RECOVERY (1992)
 EA1435
 EA1435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1435'RECOVERED AS DESCRIBED. REFERENCE TO POLE EAST IS NO LONGER VALID.
 EA1435'PINE IS NOW 20-INCH. MARK IS LOCATED 5.6 FT (1.7 M) EAST OF THE EAST
 EA1435'EDGE OF THE PAVEMENT, AND 47.0 FT (14.3 M) WEST-SOUTHWEST OF AN
 EA1435'11-INCH OAK WITH A REFEFENCE TAG.
 EA1435
 EA1435                          STATION RECOVERY (2006)
 EA1435
 EA1435'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1435'THE REFERENCE TREES HAVE BEEN CUT DOWN IN THE LAST FEW MONTHS.  THE
 EA1435'ROAD HAS BEEN RESURFACED IN THE LAST FEW YEARS.  THERE ARE SEVERAL
 EA1435'TELEPHONE PEDESTALS ALONG THE EAST SIDE OF THE ROAD BUT NO JUNCTION
 EA1435'BOXES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1436 ***********************************************************************
 EA1436  DESIGNATION -  CAR 22
 EA1436  PID         -  EA1436
 EA1436  STATE/COUNTY-  NC/CARTERET
 EA1436  USGS QUAD   -  MERRIMON (1983)
 EA1436
 EA1436                         *CURRENT SURVEY CONTROL
 EA1436  ___________________________________________________________________
 EA1436* NAD 83(1986)-  34 52 42.     (N)    076 37 32.     (W)     SCALED    
 EA1436* NAVD 88     -         2.896  (meters)       9.50   (feet)  ADJUSTED  
 EA1436  ___________________________________________________________________
 EA1436  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1436  DYNAMIC HT  -           2.893 (meters)       9.49  (feet)  COMP
 EA1436  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 EA1436
 EA1436  VERT ORDER  -  SECOND    CLASS II
 EA1436
 EA1436.The horizontal coordinates were scaled from a topographic map and have
 EA1436.an estimated accuracy of +/- 6 seconds.
 EA1436
 EA1436.The orthometric height was determined by differential leveling
 EA1436.and adjusted in June 1991.
 EA1436
 EA1436.The geoid height was determined by GEOID03.
 EA1436
 EA1436.The dynamic height is computed by dividing the NAVD 88
 EA1436.geopotential number by the normal gravity value computed on the
 EA1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1436.degrees latitude (g = 980.6199 gals.).
 EA1436
 EA1436.The modeled gravity was interpolated from observed gravity values.
 EA1436
 EA1436;                    North         East    Units  Estimated Accuracy
 EA1436;SPC NC       -   127,760.      826,640.      MT  (+/- 180 meters Scaled)
 EA1436
 EA1436                          SUPERSEDED SURVEY CONTROL
 EA1436
 EA1436.No superseded survey control is available for this station.
 EA1436
 EA1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD514607(NAD 83)
 EA1436_MARKER: DB = BENCH MARK DISK
 EA1436_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA1436+WITH SETTING: PAVEMENT
 EA1436_SP_SET: CONCRETE LANDING
 EA1436_STAMPING: CAR 22 1981
 EA1436_MARK LOGO: NCGS  
 EA1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1436+STABILITY: SURFACE MOTION
 EA1436
 EA1436  HISTORY     - Date     Condition        Report By
 EA1436  HISTORY     - 1981     MONUMENTED       NCGS
 EA1436
 EA1436                          STATION DESCRIPTION
 EA1436
 EA1436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1436'11.2 MI NORTH FROM BEAUFORT.
 EA1436'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1436'BEAUFORT, THENCE 6.9 MILES NORTH ALONG SR 1300, IN CONCRETE LANDING AT
 EA1436'ENTRANCE TO OPEN FARMS, INC. ADMINISTRATION BUILDING, 124.2 FEET SOUTH
 EA1436'OF CENTER OF FARM ROAD EAST, 37.0 FEET WEST-NORTHWEST OF NORTHEAST
 EA1436'CORNER OF BUILDING, 50.0 FEET EAST OF NORTHWEST CORNER OF BUILDING,
 EA1436'AND 0.8 FEET NORTH OF EAST END OF FRONT CONCRETE STEP.
 EA1436'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1439 ***********************************************************************
 EA1439  DESIGNATION -  CAR 23
 EA1439  PID         -  EA1439
 EA1439  STATE/COUNTY-  NC/CARTERET
 EA1439  USGS QUAD   -  SOUTH RIVER (1983)
 EA1439
 EA1439                         *CURRENT SURVEY CONTROL
 EA1439  ___________________________________________________________________
 EA1439* NAD 83(1986)-  34 54 32.     (N)    076 37 26.     (W)     SCALED    
 EA1439* NAVD 88     -         2.224  (meters)       7.30   (feet)  ADJUSTED  
 EA1439  ___________________________________________________________________
 EA1439  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1439  DYNAMIC HT  -           2.221 (meters)       7.29  (feet)  COMP
 EA1439  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 EA1439
 EA1439  VERT ORDER  -  SECOND    CLASS II
 EA1439
 EA1439.The horizontal coordinates were scaled from a topographic map and have
 EA1439.an estimated accuracy of +/- 6 seconds.
 EA1439
 EA1439.The orthometric height was determined by differential leveling
 EA1439.and adjusted in June 1991.
 EA1439
 EA1439.The geoid height was determined by GEOID03.
 EA1439
 EA1439.The dynamic height is computed by dividing the NAVD 88
 EA1439.geopotential number by the normal gravity value computed on the
 EA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1439.degrees latitude (g = 980.6199 gals.).
 EA1439
 EA1439.The modeled gravity was interpolated from observed gravity values.
 EA1439
 EA1439;                    North         East    Units  Estimated Accuracy
 EA1439;SPC NC       -   131,150.      826,710.      MT  (+/- 180 meters Scaled)
 EA1439
 EA1439                          SUPERSEDED SURVEY CONTROL
 EA1439
 EA1439.No superseded survey control is available for this station.
 EA1439
 EA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD516641(NAD 83)
 EA1439_MARKER: DB = BENCH MARK DISK
 EA1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1439_SP_SET: CONCRETE POST
 EA1439_STAMPING: CAR 23 1981
 EA1439_MARK LOGO: NCGS  
 EA1439_PROJECTION: RECESSED 3 CENTIMETERS
 EA1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1439+STABILITY: SURFACE MOTION
 EA1439
 EA1439  HISTORY     - Date     Condition        Report By
 EA1439  HISTORY     - 1981     MONUMENTED       NCGS
 EA1439
 EA1439                          STATION DESCRIPTION
 EA1439
 EA1439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1439'13.2 MI NORTH FROM BEAUFORT.
 EA1439'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1439'BEAUFORT, THENCE 8.9 MILES NORTH ALONG SR 1300, IN CENTER OF A WOODS
 EA1439'ROAD TO MOBILE HOME, 22.7 FEET EAST OF CENTERLINE OF SR 1300, 21.1
 EA1439'FEET SOUTHWEST OF 12-INCH PINE WITH REFERENCE TAG, 22.3 FEET WEST OF
 EA1439'10-INCH PINE WITH REFERENCE TAG AND 15.2 FEET EAST OF NCGS REFERENCE
 EA1439'TAG IN PAVEMENT.
 EA1439'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1440 ***********************************************************************
 EA1440  DESIGNATION -  CAR 24
 EA1440  PID         -  EA1440
 EA1440  STATE/COUNTY-  NC/CARTERET
 EA1440  USGS QUAD   -  MERRIMON (1983)
 EA1440
 EA1440                         *CURRENT SURVEY CONTROL
 EA1440  ___________________________________________________________________
 EA1440* NAD 83(1986)-  34 55 22.     (N)    076 37 54.     (W)     SCALED    
 EA1440* NAVD 88     -         0.804  (meters)       2.64   (feet)  ADJUSTED  
 EA1440  ___________________________________________________________________
 EA1440  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1440  DYNAMIC HT  -           0.804 (meters)       2.64  (feet)  COMP
 EA1440  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 EA1440
 EA1440  VERT ORDER  -  SECOND    CLASS II
 EA1440
 EA1440.The horizontal coordinates were scaled from a topographic map and have
 EA1440.an estimated accuracy of +/- 6 seconds.
 EA1440
 EA1440.The orthometric height was determined by differential leveling
 EA1440.and adjusted in June 1991.
 EA1440
 EA1440.The geoid height was determined by GEOID03.
 EA1440
 EA1440.The dynamic height is computed by dividing the NAVD 88
 EA1440.geopotential number by the normal gravity value computed on the
 EA1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1440.degrees latitude (g = 980.6199 gals.).
 EA1440
 EA1440.The modeled gravity was interpolated from observed gravity values.
 EA1440
 EA1440;                    North         East    Units  Estimated Accuracy
 EA1440;SPC NC       -   132,680.      825,960.      MT  (+/- 180 meters Scaled)
 EA1440
 EA1440                          SUPERSEDED SURVEY CONTROL
 EA1440
 EA1440.No superseded survey control is available for this station.
 EA1440
 EA1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD509656(NAD 83)
 EA1440_MARKER: DB = BENCH MARK DISK
 EA1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1440_SP_SET: CONCRETE POST
 EA1440_STAMPING: CAR 24 1981
 EA1440_MARK LOGO: NCGS  
 EA1440_PROJECTION: RECESSED 5 CENTIMETERS
 EA1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1440+STABILITY: SURFACE MOTION
 EA1440
 EA1440  HISTORY     - Date     Condition        Report By
 EA1440  HISTORY     - 1981     MONUMENTED       NCGS
 EA1440  HISTORY     - 20060812 MARK NOT FOUND   USPSQD
 EA1440
 EA1440                          STATION DESCRIPTION
 EA1440
 EA1440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1440'14.3 MI NORTH FROM BEAUFORT.
 EA1440'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1440'BEAUFORT, THENCE 10.0 MILES NORTH ALONG SR 1300, IN EAST ROAD SHOULDER
 EA1440'OPPOSITE SR 1316, 0.1 MILE SOUTH OF BRIDGE OVER CULLIE CREEK, 16.2
 EA1440'FEET EAST OF CENTERLINE OF ROAD, 16.2 FEET SOUTH OF PROJECTED
 EA1440'CENTERLINE OF SR 1316, 5.8 FEET SOUTH OF HIGHWAY SIGN POST WITH
 EA1440'REFERENCE TAG, 69.0 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE
 EA1440'TAG AND 67.5 FEET EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX.
 EA1440'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1440
 EA1440                          STATION RECOVERY (2006)
 EA1440
 EA1440'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1440'AT THE LOCATION WHERE THE MARKER SHOULD BE THERE IS AN ARROW AND THE
 EA1440'WORDS 'NGCS CAR 24' PAINTED ON THE EDGE OF THE ROAD.  NONE OF THE
 EA1440'REFERENCE TAGS MENTIONED ARE THERE.  THE ROAD HAS OBVIOUSLY BEEN
 EA1440'RESURFACED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1441 ***********************************************************************
 EA1441  DESIGNATION -  CAR 25
 EA1441  PID         -  EA1441
 EA1441  STATE/COUNTY-  NC/CARTERET
 EA1441  USGS QUAD   -  MERRIMON (1983)
 EA1441
 EA1441                         *CURRENT SURVEY CONTROL
 EA1441  ___________________________________________________________________
 EA1441* NAD 83(1986)-  34 56 19.     (N)    076 37 33.     (W)     SCALED    
 EA1441* NAVD 88     -         1.148  (meters)       3.77   (feet)  ADJUSTED  
 EA1441  ___________________________________________________________________
 EA1441  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1441  DYNAMIC HT  -           1.147 (meters)       3.76  (feet)  COMP
 EA1441  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 EA1441
 EA1441  VERT ORDER  -  SECOND    CLASS II
 EA1441
 EA1441.The horizontal coordinates were scaled from a topographic map and have
 EA1441.an estimated accuracy of +/- 6 seconds.
 EA1441
 EA1441.The orthometric height was determined by differential leveling
 EA1441.and adjusted in June 1991.
 EA1441
 EA1441.The geoid height was determined by GEOID03.
 EA1441
 EA1441.The dynamic height is computed by dividing the NAVD 88
 EA1441.geopotential number by the normal gravity value computed on the
 EA1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1441.degrees latitude (g = 980.6199 gals.).
 EA1441
 EA1441.The modeled gravity was interpolated from observed gravity values.
 EA1441
 EA1441;                    North         East    Units  Estimated Accuracy
 EA1441;SPC NC       -   134,450.      826,450.      MT  (+/- 180 meters Scaled)
 EA1441
 EA1441                          SUPERSEDED SURVEY CONTROL
 EA1441
 EA1441.No superseded survey control is available for this station.
 EA1441
 EA1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD515674(NAD 83)
 EA1441_MARKER: DB = BENCH MARK DISK
 EA1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1441_SP_SET: CONCRETE POST
 EA1441_STAMPING: CAR 25 1981
 EA1441_MARK LOGO: NCGS  
 EA1441_PROJECTION: RECESSED 5 CENTIMETERS
 EA1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1441+STABILITY: SURFACE MOTION
 EA1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1441+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 EA1441
 EA1441  HISTORY     - Date     Condition        Report By
 EA1441  HISTORY     - 1981     MONUMENTED       NCGS
 EA1441  HISTORY     - 20060811 GOOD             USPSQD
 EA1441
 EA1441                          STATION DESCRIPTION
 EA1441
 EA1441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1441'15.5 MI NORTH FROM BEAUFORT.
 EA1441'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1441'BEAUFORT, THENCE 11.2 MILES NORTH ALONG SR 1300 TO BRIDGE OVER
 EA1441'JONAQUIN CREEK AND STATION JUST SOUTH OF THE BRIDGE, 15.2 FEET EAST OF
 EA1441'CENTERLINE OF ROAD, 23.2 FEET SOUTH OF SOUTH END OF EAST BRIDGE RAIL,
 EA1441'33.1 FEET SOUTHEAST OF SOUTH END OF WEST BRIDGE RAIL AND 37.1 FEET
 EA1441'NORTH OF 10-INCH ELM WITH REFERENCE TAG.
 EA1441'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1441
 EA1441                          STATION RECOVERY (2006)
 EA1441
 EA1441'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1441'COULD NOT FIND ANY ELM TREE WITH REFERENCE TAG.  THE MARKER IS IN A
 EA1441'SIX INCH HOLE SO IT IS NO LONGER LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1442 ***********************************************************************
 EA1442  DESIGNATION -  CAR 26
 EA1442  PID         -  EA1442
 EA1442  STATE/COUNTY-  NC/CARTERET
 EA1442  USGS QUAD   -  MERRIMON (1983)
 EA1442
 EA1442                         *CURRENT SURVEY CONTROL
 EA1442  ___________________________________________________________________
 EA1442* NAD 83(1986)-  34 57 02.     (N)    076 37 53.     (W)     SCALED    
 EA1442* NAVD 88     -         1.708  (meters)       5.60   (feet)  ADJUSTED  
 EA1442  ___________________________________________________________________
 EA1442  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1442  DYNAMIC HT  -           1.707 (meters)       5.60  (feet)  COMP
 EA1442  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 EA1442
 EA1442  VERT ORDER  -  SECOND    CLASS II
 EA1442
 EA1442.The horizontal coordinates were scaled from a topographic map and have
 EA1442.an estimated accuracy of +/- 6 seconds.
 EA1442
 EA1442.The orthometric height was determined by differential leveling
 EA1442.and adjusted in June 1991.
 EA1442
 EA1442.The geoid height was determined by GEOID03.
 EA1442
 EA1442.The dynamic height is computed by dividing the NAVD 88
 EA1442.geopotential number by the normal gravity value computed on the
 EA1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1442.degrees latitude (g = 980.6199 gals.).
 EA1442
 EA1442.The modeled gravity was interpolated from observed gravity values.
 EA1442
 EA1442;                    North         East    Units  Estimated Accuracy
 EA1442;SPC NC       -   135,760.      825,910.      MT  (+/- 180 meters Scaled)
 EA1442
 EA1442                          SUPERSEDED SURVEY CONTROL
 EA1442
 EA1442.No superseded survey control is available for this station.
 EA1442
 EA1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD510687(NAD 83)
 EA1442_MARKER: DB = BENCH MARK DISK
 EA1442_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1442_SP_SET: CONCRETE WALKWAY
 EA1442_STAMPING: CAR 26 1981
 EA1442_MARK LOGO: NCGS  
 EA1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1442
 EA1442  HISTORY     - Date     Condition        Report By
 EA1442  HISTORY     - 1981     MONUMENTED       NCGS
 EA1442  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 EA1442
 EA1442                          STATION DESCRIPTION
 EA1442
 EA1442'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1442'16.5 MI NORTH FROM BEAUFORT.
 EA1442'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1442'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300 TO MERRIMON UNITED
 EA1442'METHODIST CHURCH AT INTERSECTION WITH SR 1318, IN SOUTHEAST END OF
 EA1442'CONCRETE WALKWAY TO CHURCH, 34.8 FEET WEST OF CENTERLINE OF SR 1318,
 EA1442'2.5 FEET SOUTHWEST OF FIRST WOODEN POST SOUTHWEST OF WALKWAY WITH
 EA1442'REFERENCE TAG, 2.5 FEET NORTHEAST OF FIRST WOODEN POST NORTHEAST OF
 EA1442'WALKWAY WITH REFERENCE TAG AND 2.9 FEET NORTHWEST OF END OF CONCRETE.
 EA1442'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1442
 EA1442                          STATION RECOVERY (2006)
 EA1442
 EA1442'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1442'THE CONCRETE WALKWAYS TO THE CHURCH WERE REPLACED IN 2000.  THERE ARE
 EA1442'NO LONGER ANY WOODEN POSTS WITH REFERENCE TAGS.  GPS INDICATES IT
 EA1442'SHOULD BE IN THE MIDDLE OF THE LAWN AREA.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1443 ***********************************************************************
 EA1443  DESIGNATION -  CAR 27
 EA1443  PID         -  EA1443
 EA1443  STATE/COUNTY-  NC/CARTERET
 EA1443  USGS QUAD   -  MERRIMON (1983)
 EA1443
 EA1443                         *CURRENT SURVEY CONTROL
 EA1443  ___________________________________________________________________
 EA1443* NAD 83(1986)-  34 57 23.     (N)    076 37 33.     (W)     SCALED    
 EA1443* NAVD 88     -         2.208  (meters)       7.24   (feet)  ADJUSTED  
 EA1443  ___________________________________________________________________
 EA1443  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1443  DYNAMIC HT  -           2.206 (meters)       7.24  (feet)  COMP
 EA1443  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 EA1443
 EA1443  VERT ORDER  -  SECOND    CLASS II
 EA1443
 EA1443.The horizontal coordinates were scaled from a topographic map and have
 EA1443.an estimated accuracy of +/- 6 seconds.
 EA1443
 EA1443.The orthometric height was determined by differential leveling
 EA1443.and adjusted in June 1991.
 EA1443
 EA1443.The geoid height was determined by GEOID03.
 EA1443
 EA1443.The dynamic height is computed by dividing the NAVD 88
 EA1443.geopotential number by the normal gravity value computed on the
 EA1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1443.degrees latitude (g = 980.6199 gals.).
 EA1443
 EA1443.The modeled gravity was interpolated from observed gravity values.
 EA1443
 EA1443;                    North         East    Units  Estimated Accuracy
 EA1443;SPC NC       -   136,420.      826,400.      MT  (+/- 180 meters Scaled)
 EA1443
 EA1443                          SUPERSEDED SURVEY CONTROL
 EA1443
 EA1443.No superseded survey control is available for this station.
 EA1443
 EA1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD515694(NAD 83)
 EA1443_MARKER: DB = BENCH MARK DISK
 EA1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1443_SP_SET: CONCRETE POST
 EA1443_STAMPING: CAR 27 1981
 EA1443_MARK LOGO: NCGS  
 EA1443_PROJECTION: RECESSED 5 CENTIMETERS
 EA1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1443+STABILITY: SURFACE MOTION
 EA1443
 EA1443  HISTORY     - Date     Condition        Report By
 EA1443  HISTORY     - 1981     MONUMENTED       NCGS
 EA1443  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 EA1443
 EA1443                          STATION DESCRIPTION
 EA1443
 EA1443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1443'17.05 MI NORTH FROM BEAUFORT.
 EA1443'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1443'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 0.55 MILE
 EA1443'NORTHEASTERLY ALONG SR 1318, IN ROAD SHOULDER OPPOSITE DIRT ROAD TO
 EA1443'MERRIMON HUNT CLUB, 15.9 FEET SOUTHEAST OF CENTERLINE OF SR 1318, 17.0
 EA1443'FEET EAST-SOUTHEAST OF CENTERLINE INTERSECTION OF ROADS, 76.1 FEET
 EA1443'SOUTH OF POWER POLE WITH REFERENCE TAG, AND 99.8 FEET EAST OF 14-INCH
 EA1443'PINE WITH REFERENCE TAG.
 EA1443'THE MARK IS 1 FT BELOW ROAD.
 EA1443
 EA1443                          STATION RECOVERY (2006)
 EA1443
 EA1443'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1443'THE DIRT ROAD NO LONGER HAS ANY INDICATION OF BEING TO THE MERRIMON
 EA1443'HUNT CLUB.  COULD NOT FIND ANY POWER POLE WITH REFERENCE TAG.  THE
 EA1443'PINE TREE IS STILL THERE WITH A TAG ON IT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1444 ***********************************************************************
 EA1444  DESIGNATION -  CAR 28
 EA1444  PID         -  EA1444
 EA1444  STATE/COUNTY-  NC/CARTERET
 EA1444  USGS QUAD   -  SOUTH RIVER (1983)
 EA1444
 EA1444                         *CURRENT SURVEY CONTROL
 EA1444  ___________________________________________________________________
 EA1444* NAD 83(1986)-  34 58 05.     (N)    076 37 12.     (W)     SCALED    
 EA1444* NAVD 88     -         2.115  (meters)       6.94   (feet)  ADJUSTED  
 EA1444  ___________________________________________________________________
 EA1444  GEOID HEIGHT-         -37.53  (meters)                     GEOID03
 EA1444  DYNAMIC HT  -           2.113 (meters)       6.93  (feet)  COMP
 EA1444  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 EA1444
 EA1444  VERT ORDER  -  SECOND    CLASS II
 EA1444
 EA1444.The horizontal coordinates were scaled from a topographic map and have
 EA1444.an estimated accuracy of +/- 6 seconds.
 EA1444
 EA1444.The orthometric height was determined by differential leveling
 EA1444.and adjusted in June 1991.
 EA1444
 EA1444.The geoid height was determined by GEOID03.
 EA1444
 EA1444.The dynamic height is computed by dividing the NAVD 88
 EA1444.geopotential number by the normal gravity value computed on the
 EA1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1444.degrees latitude (g = 980.6199 gals.).
 EA1444
 EA1444.The modeled gravity was interpolated from observed gravity values.
 EA1444
 EA1444;                    North         East    Units  Estimated Accuracy
 EA1444;SPC NC       -   137,720.      826,910.      MT  (+/- 180 meters Scaled)
 EA1444
 EA1444                          SUPERSEDED SURVEY CONTROL
 EA1444
 EA1444.No superseded survey control is available for this station.
 EA1444
 EA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD521706(NAD 83)
 EA1444_MARKER: DB = BENCH MARK DISK
 EA1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1444_SP_SET: CONCRETE POST
 EA1444_STAMPING: CAR 28 1981
 EA1444_MARK LOGO: NCGS  
 EA1444_PROJECTION: RECESSED 5 CENTIMETERS
 EA1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1444+STABILITY: SURFACE MOTION
 EA1444
 EA1444  HISTORY     - Date     Condition        Report By
 EA1444  HISTORY     - 1981     MONUMENTED       NCGS
 EA1444  HISTORY     - 20060811 MARK NOT FOUND   USPSQD
 EA1444
 EA1444                          STATION DESCRIPTION
 EA1444
 EA1444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1444'17.95 MI NORTH FROM BEAUFORT.
 EA1444'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1444'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 1.45 MILES
 EA1444'NORTHEASTERLY ALONG SR 1318, IN SOUTHEAST SHOULDER OPPOSITE DIRT ROAD,
 EA1444'15.5 FEET SOUTHEAST OF CENTERLINE OF ROAD, 23.3 FEET NORTH-NORTHWEST
 EA1444'OF 8-INCH GUM WITH REFERENCE TAG, 40.4 FEET WEST-SOUTHWEST OF
 EA1444'TELEPHONE PEDESTAL, AND 46.2 FEET SOUTHEAST OF POWER POLE WITH
 EA1444'REFERENCE TAG.
 EA1444'THE MARK IS 1 FT BELOW ROAD.
 EA1444
 EA1444                          STATION RECOVERY (2006)
 EA1444
 EA1444'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1444'COULD NOT FIND ANY GUM TREE WITH REFERENCE TAG.  I BELIEVE THE
 EA1444'TELEPHONE PEDESTAL IS NOW ON THE OPPOSITE SIDE OF THE ROAD.  IF THERE
 EA1444'IS STILL A TELEPHONE PEDESTAL 40.4 FEET TO THE EAST IT IS WELL COVERED
 EA1444'WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1445 ***********************************************************************
 EA1445  DESIGNATION -  CAR 29
 EA1445  PID         -  EA1445
 EA1445  STATE/COUNTY-  NC/CARTERET
 EA1445  USGS QUAD   -  SOUTH RIVER (1983)
 EA1445
 EA1445                         *CURRENT SURVEY CONTROL
 EA1445  ___________________________________________________________________
 EA1445* NAD 83(1986)-  34 58 08.     (N)    076 36 20.     (W)     SCALED    
 EA1445* NAVD 88     -         1.753  (meters)       5.75   (feet)  ADJUSTED  
 EA1445  ___________________________________________________________________
 EA1445  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1445  DYNAMIC HT  -           1.751 (meters)       5.74  (feet)  COMP
 EA1445  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 EA1445
 EA1445  VERT ORDER  -  SECOND    CLASS II
 EA1445
 EA1445.The horizontal coordinates were scaled from a topographic map and have
 EA1445.an estimated accuracy of +/- 6 seconds.
 EA1445
 EA1445.The orthometric height was determined by differential leveling
 EA1445.and adjusted in June 1991.
 EA1445
 EA1445.The geoid height was determined by GEOID03.
 EA1445
 EA1445.The dynamic height is computed by dividing the NAVD 88
 EA1445.geopotential number by the normal gravity value computed on the
 EA1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1445.degrees latitude (g = 980.6199 gals.).
 EA1445
 EA1445.The modeled gravity was interpolated from observed gravity values.
 EA1445
 EA1445;                    North         East    Units  Estimated Accuracy
 EA1445;SPC NC       -   137,850.      828,220.      MT  (+/- 180 meters Scaled)
 EA1445
 EA1445                          SUPERSEDED SURVEY CONTROL
 EA1445
 EA1445.No superseded survey control is available for this station.
 EA1445
 EA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD534707(NAD 83)
 EA1445_MARKER: DB = BENCH MARK DISK
 EA1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1445_SP_SET: CONCRETE POST
 EA1445_STAMPING: CAR 29 1981
 EA1445_MARK LOGO: NCGS  
 EA1445_PROJECTION: FLUSH
 EA1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1445+STABILITY: SURFACE MOTION
 EA1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1445+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 EA1445
 EA1445  HISTORY     - Date     Condition        Report By
 EA1445  HISTORY     - 1981     MONUMENTED       NCGS
 EA1445  HISTORY     - 20060824 GOOD             USPSQD
 EA1445
 EA1445                          STATION DESCRIPTION
 EA1445
 EA1445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1445'18.85 MI NORTH FROM BEAUFORT.
 EA1445'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1445'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 2.35 MILES
 EA1445'NORTHEASTERLY ALONG SR 1318, IN WEST END OF GRASSY TRIANGLE AT SR 1407
 EA1445'IN THE SOUTH RIVER COMMUNITY, 29.0 FEET NORTH OF CENTERLINE OF SR
 EA1445'1318, 32.0 FEET SOUTH OF CENTER OF VILLAGE DRIVE (SR 1407), 72.0 FEET
 EA1445'WEST OF SOUTH END OF CONCRETE BLOCK SIGN FOR SPORTSMAN VILLAGE, 72.5
 EA1445'FEET SOUTHEAST OF POWER POLE WITH 3 TRANSFORMERS AND REFERENCE TAG,
 EA1445'3.0 FEET WEST OF METAL SIGN POST FOR VILLAGE DRIVE, AND 1.4 FEET WEST
 EA1445'OF RIGHT-OF-WAY MARKER.
 EA1445'THE MARK IS 1 FT BELOW RIAD.
 EA1445
 EA1445                          STATION RECOVERY (2006)
 EA1445
 EA1445'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1445'THE MARK IS ONLY ABOUT A FOOT FROM THE METAL SIGN POST AND IT IS IN A
 EA1445'SIX INCH DEEP HOLE.  THERE IS A WOODEN STAKE WITH NGS CAR 29 WRITTEN
 EA1445'ON IT BESIDE THE HOLE.  I FOUND THE LAT/LONG TO BE N34 58 07.5 AND
 EA1445'W076 36 21.0
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1347 ***********************************************************************
 EA1347  DESIGNATION -  CAR 3
 EA1347  PID         -  EA1347
 EA1347  STATE/COUNTY-  NC/CARTERET
 EA1347  USGS QUAD   -  HADNOT CREEK (1994)
 EA1347
 EA1347                         *CURRENT SURVEY CONTROL
 EA1347  ___________________________________________________________________
 EA1347* NAD 83(1986)-  34 47 52.     (N)    077 04 54.     (W)     SCALED    
 EA1347* NAVD 88     -        10.229  (meters)      33.56   (feet)  ADJUSTED  
 EA1347  ___________________________________________________________________
 EA1347  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 EA1347  DYNAMIC HT  -          10.219 (meters)      33.53  (feet)  COMP
 EA1347  MODELED GRAV-     979,704.5   (mgal)                       NAVD 88
 EA1347
 EA1347  VERT ORDER  -  SECOND    CLASS II
 EA1347
 EA1347.The horizontal coordinates were scaled from a topographic map and have
 EA1347.an estimated accuracy of +/- 6 seconds.
 EA1347
 EA1347.The orthometric height was determined by differential leveling
 EA1347.and adjusted in June 1991.
 EA1347
 EA1347.The geoid height was determined by GEOID03.
 EA1347
 EA1347.The dynamic height is computed by dividing the NAVD 88
 EA1347.geopotential number by the normal gravity value computed on the
 EA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1347.degrees latitude (g = 980.6199 gals.).
 EA1347
 EA1347.The modeled gravity was interpolated from observed gravity values.
 EA1347
 EA1347;                    North         East    Units  Estimated Accuracy
 EA1347;SPC NC       -   117,930.      785,120.      MT  (+/- 180 meters Scaled)
 EA1347
 EA1347                          SUPERSEDED SURVEY CONTROL
 EA1347
 EA1347.No superseded survey control is available for this station.
 EA1347
 EA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD095525(NAD 83)
 EA1347_MARKER: DB = BENCH MARK DISK
 EA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1347_SP_SET: CONCRETE POST
 EA1347_STAMPING: CAR 3 1979
 EA1347_MARK LOGO: NCGS  
 EA1347_PROJECTION: PROJECTING 5 CENTIMETERS
 EA1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1347+STABILITY: SURFACE MOTION
 EA1347
 EA1347  HISTORY     - Date     Condition        Report By
 EA1347  HISTORY     - 1979     MONUMENTED       NCGS
 EA1347
 EA1347                          STATION DESCRIPTION
 EA1347
 EA1347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1347'4.2 MI ENE FROM STELLA.
 EA1347'2.4 MILES EAST ALONG US GOVERNMENT RAILROAD FROM THE GRADE CROSSING OF
 EA1347'NC 58 NEAR KUHN CROSSROADS, TO A DIRT ROAD CROSSING (SAUNDERS ROAD),
 EA1347'IN NORTHEAST QUADRANT OF THE GRADE CROSSING, 10.1 FEET NORTHWEST OF
 EA1347'THE NORTHERNMOST RAIL, 10.0 FEET NORTHEAST OF THE CENTERLINE OF DIRT
 EA1347'ROAD, 19.4 FEET NORTHEAST OF RAILROAD CROSSING POST WITH REFERENCE TAG
 EA1347'AND 36.8 FEET SOUTHWEST OF TELEPHONE POLE NO 4 WITH REFERENCE TAG.
 EA1347'THE MARK IS ABOVE LEVEL WITH GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1446 ***********************************************************************
 EA1446  DESIGNATION -  CAR 30
 EA1446  PID         -  EA1446
 EA1446  STATE/COUNTY-  NC/CARTERET
 EA1446  USGS QUAD   -  SOUTH RIVER (1983)
 EA1446
 EA1446                         *CURRENT SURVEY CONTROL
 EA1446  ___________________________________________________________________
 EA1446* NAD 83(1986)-  34 57 36.     (N)    076 36 00.     (W)     SCALED    
 EA1446* NAVD 88     -         1.503  (meters)       4.93   (feet)  ADJUSTED  
 EA1446  ___________________________________________________________________
 EA1446  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1446  DYNAMIC HT  -           1.502 (meters)       4.93  (feet)  COMP
 EA1446  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 EA1446
 EA1446  VERT ORDER  -  SECOND    CLASS II
 EA1446
 EA1446.The horizontal coordinates were scaled from a topographic map and have
 EA1446.an estimated accuracy of +/- 6 seconds.
 EA1446
 EA1446.The orthometric height was determined by differential leveling
 EA1446.and adjusted in June 1991.
 EA1446
 EA1446.The geoid height was determined by GEOID03.
 EA1446
 EA1446.The dynamic height is computed by dividing the NAVD 88
 EA1446.geopotential number by the normal gravity value computed on the
 EA1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1446.degrees latitude (g = 980.6199 gals.).
 EA1446
 EA1446.The modeled gravity was interpolated from observed gravity values.
 EA1446
 EA1446;                    North         East    Units  Estimated Accuracy
 EA1446;SPC NC       -   136,880.      828,750.      MT  (+/- 180 meters Scaled)
 EA1446
 EA1446                          SUPERSEDED SURVEY CONTROL
 EA1446
 EA1446.No superseded survey control is available for this station.
 EA1446
 EA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD539697(NAD 83)
 EA1446_MARKER: DB = BENCH MARK DISK
 EA1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1446_SP_SET: CONCRETE POST
 EA1446_STAMPING: CAR 30 1981
 EA1446_MARK LOGO: NCGS  
 EA1446_PROJECTION: RECESSED 3 CENTIMETERS
 EA1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1446+STABILITY: SURFACE MOTION
 EA1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1446+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 EA1446
 EA1446  HISTORY     - Date     Condition        Report By
 EA1446  HISTORY     - 1981     MONUMENTED       NCGS
 EA1446  HISTORY     - 20060824 GOOD             USPSQD
 EA1446
 EA1446                          STATION DESCRIPTION
 EA1446
 EA1446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1446'19.5 MI NORTH FROM BEAUFORT.
 EA1446'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1446'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 3.0 MILES
 EA1446'NORTHEASTERLY ALONG SR 1318, DIRECTLY IN FRONT OF THE SOUTH RIVER
 EA1446'COMMUNITY VFD AND RESCUE SQUAD BUILDING, 29.0 FEET EAST OF CENTERLINE
 EA1446'OF SR 1318, 131.8 FEET NORTH OF CENTER OF SOUTH DRIVE TO BUILDING, 4.7
 EA1446'FEET WEST-SOUTHWEST OF SOUTHWEST END OF BRICK SIGN, 61.2 FEET
 EA1446'SOUTHWEST OF NORTHWEST CORNER OF BUILDING, AND 77.3 FEET
 EA1446'WEST-NORTHWEST OF SOUTHWEST CORNER OF BUILDING.
 EA1446'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1446
 EA1446                          STATION RECOVERY (2006)
 EA1446
 EA1446'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1446'THE MARK IS NOW IN A 6 INCH DEEP HOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1447 ***********************************************************************
 EA1447  DESIGNATION -  CAR 31
 EA1447  PID         -  EA1447
 EA1447  STATE/COUNTY-  NC/CARTERET
 EA1447  USGS QUAD   -  SOUTH RIVER (1983)
 EA1447
 EA1447                         *CURRENT SURVEY CONTROL
 EA1447  ___________________________________________________________________
 EA1447* NAD 83(1986)-  34 57 05.     (N)    076 35 12.     (W)     SCALED    
 EA1447* NAVD 88     -         1.040  (meters)       3.41   (feet)  ADJUSTED  
 EA1447  ___________________________________________________________________
 EA1447  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 EA1447  DYNAMIC HT  -           1.039 (meters)       3.41  (feet)  COMP
 EA1447  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 EA1447
 EA1447  VERT ORDER  -  SECOND    CLASS II
 EA1447
 EA1447.The horizontal coordinates were scaled from a topographic map and have
 EA1447.an estimated accuracy of +/- 6 seconds.
 EA1447
 EA1447.The orthometric height was determined by differential leveling
 EA1447.and adjusted in June 1991.
 EA1447
 EA1447.The geoid height was determined by GEOID03.
 EA1447
 EA1447.The dynamic height is computed by dividing the NAVD 88
 EA1447.geopotential number by the normal gravity value computed on the
 EA1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1447.degrees latitude (g = 980.6199 gals.).
 EA1447
 EA1447.The modeled gravity was interpolated from observed gravity values.
 EA1447
 EA1447;                    North         East    Units  Estimated Accuracy
 EA1447;SPC NC       -   135,950.      829,990.      MT  (+/- 180 meters Scaled)
 EA1447
 EA1447                          SUPERSEDED SURVEY CONTROL
 EA1447
 EA1447.No superseded survey control is available for this station.
 EA1447
 EA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD551688(NAD 83)
 EA1447_MARKER: DB = BENCH MARK DISK
 EA1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1447_SP_SET: CONCRETE POST
 EA1447_STAMPING: CAR 31 1981
 EA1447_MARK LOGO: NCGS  
 EA1447_PROJECTION: PROJECTING 3 CENTIMETERS
 EA1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1447+STABILITY: SURFACE MOTION
 EA1447
 EA1447  HISTORY     - Date     Condition        Report By
 EA1447  HISTORY     - 1981     MONUMENTED       NCGS
 EA1447  HISTORY     - 20060824 MARK NOT FOUND   USPSQD
 EA1447
 EA1447                          STATION DESCRIPTION
 EA1447
 EA1447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1447'20.6 MI NORTH FROM BEAUFORT.
 EA1447'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1447'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 3.3 MILES
 EA1447'NORTHEASTERLY ALONG SR 1318 TO INTERSECTION WITH SR 1319 IN SOUTH
 EA1447'RIVER COMMUNITY, THENCE 0.8 MILE SOUTHEASTERLY ALONG SR 1319, IN
 EA1447'CENTER OF BUSHY TRAFFIC CIRCLE AT END OF ROAD, 43.0 FEET NORTHEAST OF
 EA1447'PROJECTED CENTERLINE OF ROAD, 6.3 FEET SOUTHEAST OF POWER POLE WITH
 EA1447'TRANSFORMER AND REFERENCE TAG, 8.2 FEET NORTHWEST OF POWER POLE GUY
 EA1447'WIRE ANCHOR, AND 11.5 FEET SOUTHWEST OF 10-INCH PINE WITH REFERENCE
 EA1447'TAG.
 EA1447'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1447
 EA1447                          STATION RECOVERY (2006)
 EA1447
 EA1447'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1447'THE TRAFFIC CIRCLE NO LONGER EXITS.  IT IS BLOCKED OFF BEFORE THE
 EA1447'CIRCLE.  THE AREA IS NOW A PRIVATE PARK. THE POWER POLES ARE NO LONGER
 EA1447'THERE.  THE 10 PINE TREE REFERENCE HAS PROBABLY BEEN CUT DOWN.  THERE
 EA1447'IS A STUMP THAT CORRELATES PRETTY WELL WITH THE CPS LAT/LONG OF WHERE
 EA1447'THE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1448 ***********************************************************************
 EA1448  DESIGNATION -  CAR 32
 EA1448  PID         -  EA1448
 EA1448  STATE/COUNTY-  NC/CARTERET
 EA1448  USGS QUAD   -  SOUTH RIVER (1983)
 EA1448
 EA1448                         *CURRENT SURVEY CONTROL
 EA1448  ___________________________________________________________________
 EA1448* NAD 83(1986)-  34 57 51.     (N)    076 35 21.     (W)     SCALED    
 EA1448* NAVD 88     -         1.430  (meters)       4.69   (feet)  ADJUSTED  
 EA1448  ___________________________________________________________________
 EA1448  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1448  DYNAMIC HT  -           1.428 (meters)       4.68  (feet)  COMP
 EA1448  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 EA1448
 EA1448  VERT ORDER  -  SECOND    CLASS II
 EA1448
 EA1448.The horizontal coordinates were scaled from a topographic map and have
 EA1448.an estimated accuracy of +/- 6 seconds.
 EA1448
 EA1448.The orthometric height was determined by differential leveling
 EA1448.and adjusted in June 1991.
 EA1448
 EA1448.The geoid height was determined by GEOID03.
 EA1448
 EA1448.The dynamic height is computed by dividing the NAVD 88
 EA1448.geopotential number by the normal gravity value computed on the
 EA1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1448.degrees latitude (g = 980.6199 gals.).
 EA1448
 EA1448.The modeled gravity was interpolated from observed gravity values.
 EA1448
 EA1448;                    North         East    Units  Estimated Accuracy
 EA1448;SPC NC       -   137,360.      829,730.      MT  (+/- 180 meters Scaled)
 EA1448
 EA1448                          SUPERSEDED SURVEY CONTROL
 EA1448
 EA1448.No superseded survey control is available for this station.
 EA1448
 EA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD549702(NAD 83)
 EA1448_MARKER: DB = BENCH MARK DISK
 EA1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1448_SP_SET: CONCRETE POST
 EA1448_STAMPING: CAR 32 1981
 EA1448_MARK LOGO: NCGS  
 EA1448_PROJECTION: RECESSED 5 CENTIMETERS
 EA1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1448+STABILITY: SURFACE MOTION
 EA1448
 EA1448  HISTORY     - Date     Condition        Report By
 EA1448  HISTORY     - 1981     MONUMENTED       NCGS
 EA1448  HISTORY     - 20060824 MARK NOT FOUND   USPSQD
 EA1448
 EA1448                          STATION DESCRIPTION
 EA1448
 EA1448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1448'20.3 MI NORTH FROM BEAUFORT.
 EA1448'4.3 MILES NORTH ALONG US 70 FROM THE INTERSECTION WITH NC 101 IN
 EA1448'BEAUFORT, THENCE 12.2 MILES NORTH ALONG SR 1300, THENCE 3.3 MILES
 EA1448'NORTHEASTERLY ALONG SR 1318 TO INTERSECTION WITH SR 1319 IN SOUTH
 EA1448'RIVER COMMUNITY, THENCE 0.5 MILE NORTHEAST ALONG SR 1318 TO ROADS END,
 EA1448'IN YARD OF LARGE TWO STORY FRAME HOUSE (DAVIS RESIDENCE), 80.0 FEET
 EA1448'NORTHWEST OF NORTHWEST CORNER OF PORCH OF HOUSE, 40.0 FEET SOUTH OF
 EA1448'SOUTHEAST END OF POST OF WHARF WITH REFERENCE TAG, 31.1 FEET WEST OF
 EA1448'NORTH TRUNK OF A TRIPLE OAK WITH REFERENCE TAG, 48.1 FEET EAST OF
 EA1448'8-INCH PINE WITH REFERENCE TAG, 63.0 FEET NORTHEAST OF TELEPHONE
 EA1448'PEDESTAL POLE (61) WITH REFERENCE TAG AND 114.4 FEET NORTH-NORTHEAST
 EA1448'OF 12-INCH PECAN WITH REFERENCE TAG.
 EA1448'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1448
 EA1448                          STATION RECOVERY (2006)
 EA1448
 EA1448'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1448'THE HOUSE APPEARS TO HAVE BEEN REPLACED.  THE WHARF IS NO LONGER
 EA1448'THERE.  THE THREE TREES AND THE POLE ARE THERE BUT THE POLE NOW SAYS
 EA1448'40 RATHER THAN 61.  THE 12 INCH PECAN TREE IS NOW A HUGE TREE.  THE
 EA1448'GPS LAT/LONG INDICATES IT SHOULD BE 100 FEET OR SO SOUTH OF WHERE THE
 EA1448'TRIANGULATION OCCURS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1505 ***********************************************************************
 EA1505  DESIGNATION -  CAR 33
 EA1505  PID         -  EA1505
 EA1505  STATE/COUNTY-  NC/CARTERET
 EA1505  USGS QUAD   -  SWANSBORO (1994)
 EA1505
 EA1505                         *CURRENT SURVEY CONTROL
 EA1505  ___________________________________________________________________
 EA1505* NAD 83(1986)-  34 41 00.     (N)    077 04 57.     (W)     SCALED    
 EA1505* NAVD 88     -         8.261  (meters)      27.10   (feet)  ADJUSTED  
 EA1505  ___________________________________________________________________
 EA1505  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA1505  DYNAMIC HT  -           8.253 (meters)      27.08  (feet)  COMP
 EA1505  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 EA1505
 EA1505  VERT ORDER  -  FIRST     CLASS II
 EA1505
 EA1505.The horizontal coordinates were scaled from a topographic map and have
 EA1505.an estimated accuracy of +/- 6 seconds.
 EA1505
 EA1505.The orthometric height was determined by differential leveling
 EA1505.and adjusted in June 1991.
 EA1505
 EA1505.The geoid height was determined by GEOID03.
 EA1505
 EA1505.The dynamic height is computed by dividing the NAVD 88
 EA1505.geopotential number by the normal gravity value computed on the
 EA1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1505.degrees latitude (g = 980.6199 gals.).
 EA1505
 EA1505.The modeled gravity was interpolated from observed gravity values.
 EA1505
 EA1505;                    North         East    Units  Estimated Accuracy
 EA1505;SPC NC       -   105,230.      785,290.      MT  (+/- 180 meters Scaled)
 EA1505
 EA1505                          SUPERSEDED SURVEY CONTROL
 EA1505
 EA1505.No superseded survey control is available for this station.
 EA1505
 EA1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD092399(NAD 83)
 EA1505_MARKER: DB = BENCH MARK DISK
 EA1505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1505_SP_SET: SIDEWALK
 EA1505_STAMPING: CAR 33 1982
 EA1505_MARK LOGO: NCGS  
 EA1505_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EA1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1505+STABILITY: SURFACE MOTION
 EA1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1505+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1505
 EA1505  HISTORY     - Date     Condition        Report By
 EA1505  HISTORY     - 1982     MONUMENTED       NCGS
 EA1505  HISTORY     - 19960129 GOOD             NCGS
 EA1505  HISTORY     - 20051101 GOOD             USPSQD
 EA1505
 EA1505                          STATION DESCRIPTION
 EA1505
 EA1505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1505'2.2 MI EAST FROM SWANSBORO.
 EA1505'0.8 MILE WEST-SOUTHWEST ALONG NC 24 FROM THE JUNCTION WITH NC 58 IN
 EA1505'COMMUNITY OF CAPE CARTERET, IN SIDEWALK ADJOINING FRONT WALL OF
 EA1505'WALSTON TRUE VALUE HARDWARE, 101 FEET SOUTH-SOUTHEAST OF THE
 EA1505'CENTERLINE OF HIGHWAY, 1.2 FEET NORTH-NORTHWEST OF NORTH FACE OF
 EA1505'BUILDING, 22.2 FEET WEST-SOUTHWEST OF NORTHEAST CORNER OF BUILDING,
 EA1505'AND 18.0 FEET EAST-NORTHEAST OF CENTER OF ENTRANCE DOORS.
 EA1505'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1505
 EA1505                          STATION RECOVERY (1996)
 EA1505
 EA1505'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EA1505'RECOVERED AS DESCRIBED.
 EA1505
 EA1505                          STATION RECOVERY (2005)
 EA1505
 EA1505'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1502 ***********************************************************************
 EA1502  DESIGNATION -  CAR 34
 EA1502  PID         -  EA1502
 EA1502  STATE/COUNTY-  NC/CARTERET
 EA1502  USGS QUAD   -  SWANSBORO (1994)
 EA1502
 EA1502                         *CURRENT SURVEY CONTROL
 EA1502  ___________________________________________________________________
 EA1502* NAD 83(1986)-  34 40 41.     (N)    077 05 47.     (W)     SCALED    
 EA1502* NAVD 88     -         1.830  (meters)       6.00   (feet)  ADJUSTED  
 EA1502  ___________________________________________________________________
 EA1502  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA1502  DYNAMIC HT  -           1.828 (meters)       6.00  (feet)  COMP
 EA1502  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 EA1502
 EA1502  VERT ORDER  -  FIRST     CLASS II
 EA1502
 EA1502.The horizontal coordinates were scaled from a topographic map and have
 EA1502.an estimated accuracy of +/- 6 seconds.
 EA1502
 EA1502.The orthometric height was determined by differential leveling
 EA1502.and adjusted in June 1991.
 EA1502
 EA1502.The geoid height was determined by GEOID03.
 EA1502
 EA1502.The dynamic height is computed by dividing the NAVD 88
 EA1502.geopotential number by the normal gravity value computed on the
 EA1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1502.degrees latitude (g = 980.6199 gals.).
 EA1502
 EA1502.The modeled gravity was interpolated from observed gravity values.
 EA1502
 EA1502;                    North         East    Units  Estimated Accuracy
 EA1502;SPC NC       -   104,620.      784,030.      MT  (+/- 180 meters Scaled)
 EA1502
 EA1502                          SUPERSEDED SURVEY CONTROL
 EA1502
 EA1502.No superseded survey control is available for this station.
 EA1502
 EA1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD079393(NAD 83)
 EA1502_MARKER: DB = BENCH MARK DISK
 EA1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1502_SP_SET: CONCRETE POST
 EA1502_STAMPING: CAR 34 1982
 EA1502_MARK LOGO: NCGS  
 EA1502_PROJECTION: PROJECTING 5 CENTIMETERS
 EA1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1502+STABILITY: SURFACE MOTION
 EA1502
 EA1502  HISTORY     - Date     Condition        Report By
 EA1502  HISTORY     - 1982     MONUMENTED       NCGS
 EA1502
 EA1502                          STATION DESCRIPTION
 EA1502
 EA1502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1502'1.6 MI ESE FROM SWANSBORO.
 EA1502'1.7 MILE WEST ALONG NC 24 FROM THE JUNCTION WITH NC 58 IN COMMUNITY OF
 EA1502'CAPE CARTERET, IN SOUTHWEST QUADRANT OF T INTERSECTION WITH SR 1117,
 EA1502'1.2 MILES EAST OF BRIDGE OVER EAST CHANNEL OF WHITE OAK RIVER, 53.3
 EA1502'FEET SOUTH-SOUTHEAST OF CENTERLINE OF HIGHWAY, 27 FEET WEST-SOUTHWEST
 EA1502'OF CENTERLINE OF SR 1117, 4.3 FEET SOUTH OF TELEPHONE PEDESTAL AND 3.8
 EA1502'FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
 EA1502'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1498 ***********************************************************************
 EA1498  DESIGNATION -  CAR 35
 EA1498  PID         -  EA1498
 EA1498  STATE/COUNTY-  NC/CARTERET
 EA1498  USGS QUAD   -  SWANSBORO (1994)
 EA1498
 EA1498                         *CURRENT SURVEY CONTROL
 EA1498  ___________________________________________________________________
 EA1498* NAD 83(2001)-  34 40 55.51573(N)    077 06 43.74966(W)     ADJUSTED  
 EA1498* NAVD 88     -         2.463  (meters)       8.08   (feet)  ADJUSTED  
 EA1498  ___________________________________________________________________
 EA1498  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EA1498  GEOID HEIGHT-         -37.15  (meters)                     GEOID03
 EA1498  DYNAMIC HT  -           2.461 (meters)       8.07  (feet)  COMP
 EA1498  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EA1498
 EA1498  HORZ ORDER  -  SECOND
 EA1498  VERT ORDER  -  FIRST     CLASS II
 EA1498
 EA1498.The horizontal coordinates were established by classical geodetic methods
 EA1498.and adjusted by the National Geodetic Survey in August 2005.
 EA1498
 EA1498.The orthometric height was determined by differential leveling
 EA1498.and adjusted in June 1991.
 EA1498
 EA1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1498
 EA1498.The geoid height was determined by GEOID03.
 EA1498
 EA1498.The dynamic height is computed by dividing the NAVD 88
 EA1498.geopotential number by the normal gravity value computed on the
 EA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1498.degrees latitude (g = 980.6199 gals.).
 EA1498
 EA1498.The modeled gravity was interpolated from observed gravity values.
 EA1498
 EA1498;                    North         East     Units Scale Factor Converg.
 EA1498;SPC NC       -   105,042.571   782,579.258   MT  0.99992168   +1 05 22.6
 EA1498;SPC NC       -   344,627.17  2,567,512.12   sFT  0.99992168   +1 05 22.6
 EA1498;UTM  18      - 3,839,818.693   306,504.527   MT  1.00006149   -1 12 08.0
 EA1498
 EA1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1498!SPC NC       -   1.00000544  x   0.99992168  =   0.99992712
 EA1498!UTM  18      -   1.00000544  x   1.00006149  =   1.00006693
 EA1498
 EA1498                          SUPERSEDED SURVEY CONTROL
 EA1498
 EA1498  NAD 83(1986)-  34 40 55.52792(N)    077 06 43.75969(W) AD(       ) 2
 EA1498  NAVD 88 (04/01/97)    2.46   (m)            8.1    (f) LEVELING    3  
 EA1498
 EA1498.Superseded values are not recommended for survey control.
 EA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1498.See file dsdata.txt to determine how the superseded data were derived.
 EA1498
 EA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD0650539819(NAD 83)
 EA1498_MARKER: DB = BENCH MARK DISK
 EA1498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1498_SP_SET: CONCRETE WHEELGUARD
 EA1498_STAMPING: CAR 35 1982
 EA1498_MARK LOGO: NCGS  
 EA1498_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EA1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1498+STABILITY: SURFACE MOTION
 EA1498
 EA1498  HISTORY     - Date     Condition        Report By
 EA1498  HISTORY     - 1982     MONUMENTED       NCGS
 EA1498  HISTORY     - 19820315 GOOD             NCGS
 EA1498  HISTORY     - 19860826 GOOD             USPSQD
 EA1498  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 EA1498  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 EA1498
 EA1498                          STATION DESCRIPTION
 EA1498
 EA1498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1498'0.7 MI SE FROM SWANSBORO.
 EA1498'AT SOUTHEAST END OF NC 24 BRIDGE OVER EAST CHANNEL OF WHITE OAK RIVER,
 EA1498'IN SIDEWALK (WHEELGUARD) ADJACENT TO SOUTHEAST BRIDGE RAIL, 16.0 FEET
 EA1498'SOUTHWEST OF CENTERLINE OF HIGHWAY, 1.0 FEET NORTHWEST OF SOUTHEAST
 EA1498'END OF WALKWAY.
 EA1498'THE MARK IS 1.0 FT ABOVE HIGHWAY.
 EA1498
 EA1498                          STATION RECOVERY (1982)
 EA1498
 EA1498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (LFS)
 EA1498'RECOVERED AS DESCRIBED.
 EA1498
 EA1498                          STATION RECOVERY (1986)
 EA1498
 EA1498'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1498'RECOVERED IN GOOD CONDITION.
 EA1498
 EA1498                          STATION RECOVERY (2002)
 EA1498
 EA1498'RECOVERY NOTE BY US POWER SQUADRON 2002 (FS)
 EA1498'NEW BRIDGE OVER WHITE OAK RIVER. HAS BEEN WIDENED. NOT FOUND.
 EA1498
 EA1498                          STATION RECOVERY (2004)
 EA1498
 EA1498'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 EA1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1374 ***********************************************************************
 EA1374  DESIGNATION -  CAR 36
 EA1374  PID         -  EA1374
 EA1374  STATE/COUNTY-  NC/CARTERET
 EA1374  USGS QUAD   -  SWANSBORO (1994)
 EA1374
 EA1374                         *CURRENT SURVEY CONTROL
 EA1374  ___________________________________________________________________
 EA1374* NAD 83(1986)-  34 41 59.     (N)    077 04 41.     (W)     SCALED    
 EA1374* NAVD 88     -        11.987  (meters)      39.33   (feet)  ADJUSTED  
 EA1374  ___________________________________________________________________
 EA1374  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 EA1374  DYNAMIC HT  -          11.976 (meters)      39.29  (feet)  COMP
 EA1374  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 EA1374
 EA1374  VERT ORDER  -  SECOND    CLASS II
 EA1374
 EA1374.The horizontal coordinates were scaled from a topographic map and have
 EA1374.an estimated accuracy of +/- 6 seconds.
 EA1374
 EA1374.The orthometric height was determined by differential leveling
 EA1374.and adjusted in June 1991.
 EA1374
 EA1374.The geoid height was determined by GEOID03.
 EA1374
 EA1374.The dynamic height is computed by dividing the NAVD 88
 EA1374.geopotential number by the normal gravity value computed on the
 EA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1374.degrees latitude (g = 980.6199 gals.).
 EA1374
 EA1374.The modeled gravity was interpolated from observed gravity values.
 EA1374
 EA1374;                    North         East    Units  Estimated Accuracy
 EA1374;SPC NC       -   107,060.      785,670.      MT  (+/- 180 meters Scaled)
 EA1374
 EA1374                          SUPERSEDED SURVEY CONTROL
 EA1374
 EA1374.No superseded survey control is available for this station.
 EA1374
 EA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD096417(NAD 83)
 EA1374_MARKER: DB = BENCH MARK DISK
 EA1374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EA1374+WITH SETTING: PAVEMENT
 EA1374_SP_SET: CONCRETE SLAB
 EA1374_STAMPING: CAR 36 1982
 EA1374_MARK LOGO: NCGS  
 EA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1374+STABILITY: SURFACE MOTION
 EA1374
 EA1374  HISTORY     - Date     Condition        Report By
 EA1374  HISTORY     - 1982     MONUMENTED       NCGS
 EA1374
 EA1374                          STATION DESCRIPTION
 EA1374
 EA1374'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1374'2.5 MI ENE FROM SWANSBORO.
 EA1374'0.7 MILE NORTH ALONG NC 58 FROM THE JUNCTION WITH NC 24 IN COMMUNITY
 EA1374'OF CAPE CARTERET TO SR 1114, THENCE 0.5 MILE WEST ALONG SR 1114 TO
 EA1374'ENTRANCE ROAD TO CEDAR POINT, IN SOUTHWEST QUADRANT OF T INTERSECTION
 EA1374'IN CENTER OF AN ABANDONED 3- BY 12-FOOT CONCRETE FOOTING, 38.7 FEET
 EA1374'SOUTH-SOUTHWEST OF CENTERLINE OF SR 1114, 36.7 FEET WEST-NORTHWEST OF
 EA1374'CENTERLINE OF CEDAR POINT ROAD AND 11.6 FEET NORTH-NORTHEAST OF
 EA1374'NORTHEAST CORNER OF CONCRETE BASE OF CEDAR POINT RECREATIONAL SIGN.
 EA1374'THE MARK IS ABOVE LEVEL WITH T INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1367 ***********************************************************************
 EA1367  DESIGNATION -  CAR 37
 EA1367  PID         -  EA1367
 EA1367  STATE/COUNTY-  NC/CARTERET
 EA1367  USGS QUAD   -  SWANSBORO (1994)
 EA1367
 EA1367                         *CURRENT SURVEY CONTROL
 EA1367  ___________________________________________________________________
 EA1367* NAD 83(1986)-  34 43 50.     (N)    077 05 05.     (W)     SCALED    
 EA1367* NAVD 88     -         9.271  (meters)      30.42   (feet)  ADJUSTED  
 EA1367  ___________________________________________________________________
 EA1367  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1367  DYNAMIC HT  -           9.262 (meters)      30.39  (feet)  COMP
 EA1367  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EA1367
 EA1367  VERT ORDER  -  SECOND    CLASS II
 EA1367
 EA1367.The horizontal coordinates were scaled from a topographic map and have
 EA1367.an estimated accuracy of +/- 6 seconds.
 EA1367
 EA1367.The orthometric height was determined by differential leveling
 EA1367.and adjusted in June 1991.
 EA1367
 EA1367.The geoid height was determined by GEOID03.
 EA1367
 EA1367.The dynamic height is computed by dividing the NAVD 88
 EA1367.geopotential number by the normal gravity value computed on the
 EA1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1367.degrees latitude (g = 980.6199 gals.).
 EA1367
 EA1367.The modeled gravity was interpolated from observed gravity values.
 EA1367
 EA1367;                    North         East    Units  Estimated Accuracy
 EA1367;SPC NC       -   110,470.      784,990.      MT  (+/- 180 meters Scaled)
 EA1367
 EA1367                          SUPERSEDED SURVEY CONTROL
 EA1367
 EA1367.No superseded survey control is available for this station.
 EA1367
 EA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD091451(NAD 83)
 EA1367_MARKER: DB = BENCH MARK DISK
 EA1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1367_SP_SET: CONCRETE POST
 EA1367_STAMPING: CAR 37 1982
 EA1367_MARK LOGO: NCGS  
 EA1367_PROJECTION: RECESSED 3 CENTIMETERS
 EA1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1367+STABILITY: SURFACE MOTION
 EA1367
 EA1367  HISTORY     - Date     Condition        Report By
 EA1367  HISTORY     - 1982     MONUMENTED       NCGS
 EA1367
 EA1367                          STATION DESCRIPTION
 EA1367
 EA1367'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1367'3.5 MI NE FROM SWANSBORO.
 EA1367'2.6 MILES NORTH ALONG NC 58 FROM THE JUNCTION WITH NC 24 IN COMMUNITY
 EA1367'OF CAPE CARTERET TO SR 1109, THENCE 0.75 MILE NORTHWEST ALONG SR 1109
 EA1367'TO SR 1106, APPROXIMATELY 250 FEET WEST OF THE Y JUNCTION AT A FENCE
 EA1367'CORNER, 19.0 FEET NORTH OF THE CENTERLINE OF ROAD, 2.2 FEET SOUTHWEST
 EA1367'OF CORNER FENCE POST WITH REFERENCE TAG, AND 64.3 FEET SOUTHWEST OF
 EA1367'SOUTHWEST CORNER OF TWO-STORY WHITE SHINGLE HOUSE.
 EA1367'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1366 ***********************************************************************
 EA1366  DESIGNATION -  CAR 38
 EA1366  PID         -  EA1366
 EA1366  STATE/COUNTY-  NC/CARTERET
 EA1366  USGS QUAD   -  SWANSBORO (1994)
 EA1366
 EA1366                         *CURRENT SURVEY CONTROL
 EA1366  ___________________________________________________________________
 EA1366* NAD 83(1986)-  34 43 46.     (N)    077 05 48.     (W)     SCALED    
 EA1366* NAVD 88     -         8.608  (meters)      28.24   (feet)  ADJUSTED  
 EA1366  ___________________________________________________________________
 EA1366  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA1366  DYNAMIC HT  -           8.600 (meters)      28.22  (feet)  COMP
 EA1366  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 EA1366
 EA1366  VERT ORDER  -  SECOND    CLASS II
 EA1366
 EA1366.The horizontal coordinates were scaled from a topographic map and have
 EA1366.an estimated accuracy of +/- 6 seconds.
 EA1366
 EA1366.The orthometric height was determined by differential leveling
 EA1366.and adjusted in June 1991.
 EA1366
 EA1366.The geoid height was determined by GEOID03.
 EA1366
 EA1366.The dynamic height is computed by dividing the NAVD 88
 EA1366.geopotential number by the normal gravity value computed on the
 EA1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1366.degrees latitude (g = 980.6199 gals.).
 EA1366
 EA1366.The modeled gravity was interpolated from observed gravity values.
 EA1366
 EA1366;                    North         East    Units  Estimated Accuracy
 EA1366;SPC NC       -   110,320.      783,900.      MT  (+/- 180 meters Scaled)
 EA1366
 EA1366                          SUPERSEDED SURVEY CONTROL
 EA1366
 EA1366.No superseded survey control is available for this station.
 EA1366
 EA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD080450(NAD 83)
 EA1366_MARKER: DB = BENCH MARK DISK
 EA1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1366_SP_SET: CONCRETE POST
 EA1366_STAMPING: CAR 38 1982
 EA1366_MARK LOGO: NCGS  
 EA1366_PROJECTION: FLUSH
 EA1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1366+STABILITY: SURFACE MOTION
 EA1366
 EA1366  HISTORY     - Date     Condition        Report By
 EA1366  HISTORY     - 1982     MONUMENTED       NCGS
 EA1366
 EA1366                          STATION DESCRIPTION
 EA1366
 EA1366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1366'3.1 MI NNE FROM SWANSBORO.
 EA1366'2.6 MILES NORTH ALONG NC 58 FROM THE JUNCTION WITH NC 24 IN COMMUNITY
 EA1366'OF CAPE CARTERET TO SR 1109, THENCE 0.75 MILE NORTHWEST ALONG SR 1109
 EA1366'TO SR 1106, THENCE 0.75 MILE WEST ALONG SR 1106 TO SR 1107, NORTH OF
 EA1366'THE T INTERSECTION ON PROLONGATION OF CENTERLINE OF SR 1107, 23.5 FEET
 EA1366'NORTH OF CENTERLINE OF T INTERSECTION, 3.0 FEET NORTH-NORTHWEST OF
 EA1366'ROAD SIGN POST WITH REFERENCE TAG AND 65.5 FEET NORTHEAST OF
 EA1366'WESTERNMOST OF TWO TELEPHONE JUNCTION BOXES.
 EA1366'THE MARK IS ABOVE LEVEL WITH T INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1365 ***********************************************************************
 EA1365  DESIGNATION -  CAR 39
 EA1365  PID         -  EA1365
 EA1365  STATE/COUNTY-  NC/CARTERET
 EA1365  USGS QUAD   -  SWANSBORO (1994)
 EA1365
 EA1365                         *CURRENT SURVEY CONTROL
 EA1365  ___________________________________________________________________
 EA1365* NAD 83(1986)-  34 43 53.     (N)    077 06 19.     (W)     SCALED    
 EA1365* NAVD 88     -         5.367  (meters)      17.61   (feet)  ADJUSTED  
 EA1365  ___________________________________________________________________
 EA1365  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA1365  DYNAMIC HT  -           5.362 (meters)      17.59  (feet)  COMP
 EA1365  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EA1365
 EA1365  VERT ORDER  -  SECOND    CLASS II
 EA1365
 EA1365.The horizontal coordinates were scaled from a topographic map and have
 EA1365.an estimated accuracy of +/- 6 seconds.
 EA1365
 EA1365.The orthometric height was determined by differential leveling
 EA1365.and adjusted in June 1991.
 EA1365
 EA1365.The geoid height was determined by GEOID03.
 EA1365
 EA1365.The dynamic height is computed by dividing the NAVD 88
 EA1365.geopotential number by the normal gravity value computed on the
 EA1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1365.degrees latitude (g = 980.6199 gals.).
 EA1365
 EA1365.The modeled gravity was interpolated from observed gravity values.
 EA1365
 EA1365;                    North         East    Units  Estimated Accuracy
 EA1365;SPC NC       -   110,520.      783,110.      MT  (+/- 180 meters Scaled)
 EA1365
 EA1365                          SUPERSEDED SURVEY CONTROL
 EA1365
 EA1365.No superseded survey control is available for this station.
 EA1365
 EA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD072452(NAD 83)
 EA1365_MARKER: DB = BENCH MARK DISK
 EA1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1365_SP_SET: CONCRETE POST
 EA1365_STAMPING: CAR 39 1982
 EA1365_MARK LOGO: NCGS  
 EA1365_PROJECTION: FLUSH
 EA1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1365+STABILITY: SURFACE MOTION
 EA1365
 EA1365  HISTORY     - Date     Condition        Report By
 EA1365  HISTORY     - 1982     MONUMENTED       NCGS
 EA1365
 EA1365                          STATION DESCRIPTION
 EA1365
 EA1365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1365'3.0 MI NNE FROM SWANSBORO.
 EA1365'2.6 MILES NORTH ALONG NC 58 FROM THE JUNCTION WITH NC 24 IN COMMUNITY
 EA1365'OF CAPE CARTERET TO SR 1109, THENCE 0.75 MILE NORTHWEST ALONG SR 1109
 EA1365'TO SR 1106, THENCE 1.3 MILES WEST ALONG SR 1106 TO SR 1264, THENCE 0.1
 EA1365'MILE SOUTH ALONG SR 1264 TO 90 DEGREE BEND IN ROAD, ON EAST SIDE OF
 EA1365'ROAD AND PRIVATE DRIVE, 44.5 FEET SOUTHEAST OF CENTERLINE OF ROAD IN
 EA1365'CURVE, 20.3 FEET EAST-SOUTHEAST OF CENTERLINE PRIVATE DRIVE, 10.3 FEET
 EA1365'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL AND 9.3 FEET WEST OF ROAD SIGN
 EA1365'POST WITH REFERENCE TAG.
 EA1365'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1348 ***********************************************************************
 EA1348  DESIGNATION -  CAR 4
 EA1348  PID         -  EA1348
 EA1348  STATE/COUNTY-  NC/CARTERET
 EA1348  USGS QUAD   -  HADNOT CREEK (1994)
 EA1348
 EA1348                         *CURRENT SURVEY CONTROL
 EA1348  ___________________________________________________________________
 EA1348* NAD 83(1986)-  34 48 38.     (N)    077 03 36.     (W)     SCALED    
 EA1348* NAVD 88     -        10.439  (meters)      34.25   (feet)  ADJUSTED  
 EA1348  ___________________________________________________________________
 EA1348  GEOID HEIGHT-         -37.32  (meters)                     GEOID03
 EA1348  DYNAMIC HT  -          10.430 (meters)      34.22  (feet)  COMP
 EA1348  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 EA1348
 EA1348  VERT ORDER  -  SECOND    CLASS II
 EA1348
 EA1348.The horizontal coordinates were scaled from a topographic map and have
 EA1348.an estimated accuracy of +/- 6 seconds.
 EA1348
 EA1348.The orthometric height was determined by differential leveling
 EA1348.and adjusted in June 1991.
 EA1348
 EA1348.The geoid height was determined by GEOID03.
 EA1348
 EA1348.The dynamic height is computed by dividing the NAVD 88
 EA1348.geopotential number by the normal gravity value computed on the
 EA1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1348.degrees latitude (g = 980.6199 gals.).
 EA1348
 EA1348.The modeled gravity was interpolated from observed gravity values.
 EA1348
 EA1348;                    North         East    Units  Estimated Accuracy
 EA1348;SPC NC       -   119,380.      787,080.      MT  (+/- 180 meters Scaled)
 EA1348
 EA1348                          SUPERSEDED SURVEY CONTROL
 EA1348
 EA1348.No superseded survey control is available for this station.
 EA1348
 EA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD115539(NAD 83)
 EA1348_MARKER: DB = BENCH MARK DISK
 EA1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1348_SP_SET: CONCRETE POST
 EA1348_STAMPING: CAR 4 1979
 EA1348_MARK LOGO: NCGS  
 EA1348_PROJECTION: PROJECTING 5 CENTIMETERS
 EA1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1348+STABILITY: SURFACE MOTION
 EA1348
 EA1348  HISTORY     - Date     Condition        Report By
 EA1348  HISTORY     - 1979     MONUMENTED       NCGS
 EA1348
 EA1348                          STATION DESCRIPTION
 EA1348
 EA1348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1348'5.7 MI ENE FROM STELLA.
 EA1348'3.9 MILES EAST ALONG US GOVERNMENT RAILROAD FROM THE GRADE CROSSING OF
 EA1348'NC 58 NEAR KUHN CROSSROADS, OPPOSITE A JEEP TRAIL NORTHWEST AND IN
 EA1348'NORTH QUADRANT, 73.4 FEET NORTH-NORTHWEST OF NORTHERNMOST RAIL, 13.0
 EA1348'FEET EAST OF THE CENTERLINE OF DIRT ROAD, 17.5 FEET SOUTH OF 4-INCH
 EA1348'LOBLOLLY PINE WITH REFERENCE TAG AND 54.6 FEET WEST-NORTHWEST OF 10
 EA1348'INCH LOBLOLLY PINE WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1364 ***********************************************************************
 EA1364  DESIGNATION -  CAR 40
 EA1364  PID         -  EA1364
 EA1364  STATE/COUNTY-  NC/CARTERET
 EA1364  USGS QUAD   -  SWANSBORO (1994)
 EA1364
 EA1364                         *CURRENT SURVEY CONTROL
 EA1364  ___________________________________________________________________
 EA1364* NAD 83(1986)-  34 44 23.     (N)    077 06 20.     (W)     SCALED    
 EA1364* NAVD 88     -         9.772  (meters)      32.06   (feet)  ADJUSTED  
 EA1364  ___________________________________________________________________
 EA1364  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA1364  DYNAMIC HT  -           9.763 (meters)      32.03  (feet)  COMP
 EA1364  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 EA1364
 EA1364  VERT ORDER  -  SECOND    CLASS II
 EA1364
 EA1364.The horizontal coordinates were scaled from a topographic map and have
 EA1364.an estimated accuracy of +/- 6 seconds.
 EA1364
 EA1364.The orthometric height was determined by differential leveling
 EA1364.and adjusted in June 1991.
 EA1364
 EA1364.The geoid height was determined by GEOID03.
 EA1364
 EA1364.The dynamic height is computed by dividing the NAVD 88
 EA1364.geopotential number by the normal gravity value computed on the
 EA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1364.degrees latitude (g = 980.6199 gals.).
 EA1364
 EA1364.The modeled gravity was interpolated from observed gravity values.
 EA1364
 EA1364;                    North         East    Units  Estimated Accuracy
 EA1364;SPC NC       -   111,450.      783,060.      MT  (+/- 180 meters Scaled)
 EA1364
 EA1364                          SUPERSEDED SURVEY CONTROL
 EA1364
 EA1364.No superseded survey control is available for this station.
 EA1364
 EA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD072461(NAD 83)
 EA1364_MARKER: DB = BENCH MARK DISK
 EA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1364_SP_SET: CONCRETE POST
 EA1364_STAMPING: CAR 40 1982
 EA1364_MARK LOGO: NCGS  
 EA1364_PROJECTION: FLUSH
 EA1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1364+STABILITY: SURFACE MOTION
 EA1364
 EA1364  HISTORY     - Date     Condition        Report By
 EA1364  HISTORY     - 1982     MONUMENTED       NCGS
 EA1364
 EA1364                          STATION DESCRIPTION
 EA1364
 EA1364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1364'3.6 MI NNE FROM SWANSBORO.
 EA1364'2.6 MILES NORTH ALONG NC 58 FROM THE JUNCTION WITH NC 24 IN COMMUNITY
 EA1364'OF CAPE CARTERET TO SR 1109, THENCE 0.75 MILE NORTHWEST ALONG SR 1109
 EA1364'TO SR 1106, THENCE 2.0 MILES WEST ALONG SR 1106 TO PRIVATE DRIVE TO
 EA1364'MORSES PARK, IN Y JUNCTION, 26.5 FEET WEST OF CENTERLINE OF ROAD, 12.0
 EA1364'FEET EAST-NORTHEAST OF CENTERLINE OF DRIVE, 4.4 FEET SOUTH OF
 EA1364'TELEPHONE PEDESTAL AND 5.0 FEET EAST-SOUTHEAST OF 15-INCH PINE WITH
 EA1364'REFERENCE TAG.
 EA1364'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1491 ***********************************************************************
 EA1491  DESIGNATION -  CAR 41
 EA1491  PID         -  EA1491
 EA1491  STATE/COUNTY-  NC/CARTERET
 EA1491  USGS QUAD   -  HADNOT CREEK (1994)
 EA1491
 EA1491                         *CURRENT SURVEY CONTROL
 EA1491  ___________________________________________________________________
 EA1491* NAD 83(1986)-  34 45 34.     (N)    077 07 15.     (W)     SCALED    
 EA1491* NAVD 88     -         6.481  (meters)      21.26   (feet)  ADJUSTED  
 EA1491  ___________________________________________________________________
 EA1491  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1491  DYNAMIC HT  -           6.475 (meters)      21.24  (feet)  COMP
 EA1491  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 EA1491
 EA1491  VERT ORDER  -  FIRST     CLASS II
 EA1491
 EA1491.The horizontal coordinates were scaled from a topographic map and have
 EA1491.an estimated accuracy of +/- 6 seconds.
 EA1491
 EA1491.The orthometric height was determined by differential leveling
 EA1491.and adjusted in June 1991.
 EA1491
 EA1491.The geoid height was determined by GEOID03.
 EA1491
 EA1491.The dynamic height is computed by dividing the NAVD 88
 EA1491.geopotential number by the normal gravity value computed on the
 EA1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1491.degrees latitude (g = 980.6199 gals.).
 EA1491
 EA1491.The modeled gravity was interpolated from observed gravity values.
 EA1491
 EA1491;                    North         East    Units  Estimated Accuracy
 EA1491;SPC NC       -   113,610.      781,620.      MT  (+/- 180 meters Scaled)
 EA1491
 EA1491                          SUPERSEDED SURVEY CONTROL
 EA1491
 EA1491.No superseded survey control is available for this station.
 EA1491
 EA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD058484(NAD 83)
 EA1491_MARKER: DB = BENCH MARK DISK
 EA1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1491_SP_SET: CONCRETE POST
 EA1491_STAMPING: CAR 41 1982
 EA1491_MARK LOGO: NCGS  
 EA1491_PROJECTION: FLUSH
 EA1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1491+STABILITY: SURFACE MOTION
 EA1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1491+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 EA1491
 EA1491  HISTORY     - Date     Condition        Report By
 EA1491  HISTORY     - 1982     MONUMENTED       NCGS
 EA1491  HISTORY     - 20040804 GOOD             USPSQD
 EA1491  HISTORY     - 20051031 GOOD             USPSQD
 EA1491
 EA1491                          STATION DESCRIPTION
 EA1491
 EA1491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1491'3.0 MI EAST FROM STELLA.
 EA1491'3.0 MILES EAST ALONG SR 1101 FROM THE POST OFFICE IN STELLA, AT A
 EA1491'FENCE CORNER, APPROXIMATELY 350 FEET NORTH OF WATER EDGE, 26.5 FEET
 EA1491'WEST-NORTHWEST OF CENTERLINE OF ROAD, 1.6 FEET NORTH-NORTHEAST OF
 EA1491'CORNER FENCE POST, 1.6 FEET SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL AND
 EA1491'60.0 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF BALLARD RESIDENCE.
 EA1491'THE MARK IS 1.5 FT ABOVE ROAD.
 EA1491
 EA1491                          STATION RECOVERY (2004)
 EA1491
 EA1491'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAS)
 EA1491'RECOVERED IN GOOD CONDITION.
 EA1491
 EA1491                          STATION RECOVERY (2005)
 EA1491
 EA1491'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1490 ***********************************************************************
 EA1490  DESIGNATION -  CAR 42
 EA1490  PID         -  EA1490
 EA1490  STATE/COUNTY-  NC/CARTERET
 EA1490  USGS QUAD   -  HADNOT CREEK (1994)
 EA1490
 EA1490                         *CURRENT SURVEY CONTROL
 EA1490  ___________________________________________________________________
 EA1490* NAD 83(1986)-  34 46 15.     (N)    077 07 09.     (W)     SCALED    
 EA1490* NAVD 88     -        11.639  (meters)      38.19   (feet)  ADJUSTED  
 EA1490  ___________________________________________________________________
 EA1490  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1490  DYNAMIC HT  -          11.628 (meters)      38.15  (feet)  COMP
 EA1490  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 EA1490
 EA1490  VERT ORDER  -  FIRST     CLASS II
 EA1490
 EA1490.The horizontal coordinates were scaled from a topographic map and have
 EA1490.an estimated accuracy of +/- 6 seconds.
 EA1490
 EA1490.The orthometric height was determined by differential leveling
 EA1490.and adjusted in June 1991.
 EA1490
 EA1490.The geoid height was determined by GEOID03.
 EA1490
 EA1490.The dynamic height is computed by dividing the NAVD 88
 EA1490.geopotential number by the normal gravity value computed on the
 EA1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1490.degrees latitude (g = 980.6199 gals.).
 EA1490
 EA1490.The modeled gravity was interpolated from observed gravity values.
 EA1490
 EA1490;                    North         East    Units  Estimated Accuracy
 EA1490;SPC NC       -   114,870.      781,750.      MT  (+/- 180 meters Scaled)
 EA1490
 EA1490                          SUPERSEDED SURVEY CONTROL
 EA1490
 EA1490.No superseded survey control is available for this station.
 EA1490
 EA1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD060496(NAD 83)
 EA1490_MARKER: DB = BENCH MARK DISK
 EA1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1490_SP_SET: CONCRETE POST
 EA1490_STAMPING: CAR 42 1982
 EA1490_MARK LOGO: NCGS  
 EA1490_PROJECTION: FLUSH
 EA1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1490+STABILITY: SURFACE MOTION
 EA1490
 EA1490  HISTORY     - Date     Condition        Report By
 EA1490  HISTORY     - 1982     MONUMENTED       NCGS
 EA1490
 EA1490                          STATION DESCRIPTION
 EA1490
 EA1490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1490'2.0 MI EAST FROM STELLA.
 EA1490'2.0 MILES EAST ALONG SR 1101 FROM THE POST OFFICE IN STELLA, AT
 EA1490'EASTERNMOST CORNER OF A FENCED CEMETERY, APPROXIMATELY 300 FEET
 EA1490'NORTHWEST OF A T INTERSECTION, 28.0 FEET WEST-SOUTHWEST OF CENTERLINE
 EA1490'OF ROAD, 2.6 FEET EAST-NORTHEAST OF EASTERNMOST CORNER, AND 3.0 FEET
 EA1490'NORTH-NORTHEAST OF SHORT CRESOTE POST WITH REFERENCE TAG.
 EA1490'THE MARK IS 2.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1489 ***********************************************************************
 EA1489  DESIGNATION -  CAR 43
 EA1489  PID         -  EA1489
 EA1489  STATE/COUNTY-  NC/CARTERET
 EA1489  USGS QUAD   -  STELLA (1994)
 EA1489
 EA1489                         *CURRENT SURVEY CONTROL
 EA1489  ___________________________________________________________________
 EA1489* NAD 83(1986)-  34 46 37.     (N)    077 07 54.     (W)     SCALED    
 EA1489* NAVD 88     -         7.596  (meters)      24.92   (feet)  ADJUSTED  
 EA1489  ___________________________________________________________________
 EA1489  GEOID HEIGHT-         -37.22  (meters)                     GEOID03
 EA1489  DYNAMIC HT  -           7.589 (meters)      24.90  (feet)  COMP
 EA1489  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 EA1489
 EA1489  VERT ORDER  -  FIRST     CLASS II
 EA1489
 EA1489.The horizontal coordinates were scaled from a topographic map and have
 EA1489.an estimated accuracy of +/- 6 seconds.
 EA1489
 EA1489.The orthometric height was determined by differential leveling
 EA1489.and adjusted in June 1991.
 EA1489
 EA1489.The geoid height was determined by GEOID03.
 EA1489
 EA1489.The dynamic height is computed by dividing the NAVD 88
 EA1489.geopotential number by the normal gravity value computed on the
 EA1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1489.degrees latitude (g = 980.6199 gals.).
 EA1489
 EA1489.The modeled gravity was interpolated from observed gravity values.
 EA1489
 EA1489;                    North         East    Units  Estimated Accuracy
 EA1489;SPC NC       -   115,530.      780,590.      MT  (+/- 180 meters Scaled)
 EA1489
 EA1489                          SUPERSEDED SURVEY CONTROL
 EA1489
 EA1489.No superseded survey control is available for this station.
 EA1489
 EA1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD049503(NAD 83)
 EA1489_MARKER: DB = BENCH MARK DISK
 EA1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1489_SP_SET: CONCRETE POST
 EA1489_STAMPING: CAR 43 1982
 EA1489_MARK LOGO: NCGS  
 EA1489_PROJECTION: FLUSH
 EA1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1489+STABILITY: SURFACE MOTION
 EA1489
 EA1489  HISTORY     - Date     Condition        Report By
 EA1489  HISTORY     - 1982     MONUMENTED       NCGS
 EA1489
 EA1489                          STATION DESCRIPTION
 EA1489
 EA1489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1489'1.2 MI EAST FROM STELLA.
 EA1489'1.2 MILES EAST ALONG SR 1101 FROM THE POST OFFICE IN STELLA, AT A LONG
 EA1489'PRIVATE DRIVE, 0.2 MILE WEST OF T INTERSECTION WITH SR 1103, 31.0 FEET
 EA1489'SOUTH-SOUTHWEST OF CENTERLINE OF ROAD, 11.5 FEET WEST-NORTHWEST OF
 EA1489'CENTERLINE OF DRIVE, 3.0 FEET SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL
 EA1489'(LARGEST OF 2) AND 29.0 FEET NORTH-NORTHWEST OF POWER POLE WITH
 EA1489'TRANSFORMER AND REFERENCE TAG.
 EA1489'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1487 ***********************************************************************
 EA1487  DESIGNATION -  CAR 44
 EA1487  PID         -  EA1487
 EA1487  STATE/COUNTY-  NC/CARTERET
 EA1487  USGS QUAD   -  STELLA (1994)
 EA1487
 EA1487                         *CURRENT SURVEY CONTROL
 EA1487  ___________________________________________________________________
 EA1487* NAD 83(1986)-  34 46 31.     (N)    077 09 07.     (W)     SCALED    
 EA1487* NAVD 88     -         3.696  (meters)      12.13   (feet)  ADJUSTED  
 EA1487  ___________________________________________________________________
 EA1487  GEOID HEIGHT-         -37.20  (meters)                     GEOID03
 EA1487  DYNAMIC HT  -           3.693 (meters)      12.12  (feet)  COMP
 EA1487  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EA1487
 EA1487  VERT ORDER  -  FIRST     CLASS II
 EA1487
 EA1487.The horizontal coordinates were scaled from a topographic map and have
 EA1487.an estimated accuracy of +/- 6 seconds.
 EA1487
 EA1487.The orthometric height was determined by differential leveling
 EA1487.and adjusted in June 1991.
 EA1487
 EA1487.The geoid height was determined by GEOID03.
 EA1487
 EA1487.The dynamic height is computed by dividing the NAVD 88
 EA1487.geopotential number by the normal gravity value computed on the
 EA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1487.degrees latitude (g = 980.6199 gals.).
 EA1487
 EA1487.The modeled gravity was interpolated from observed gravity values.
 EA1487
 EA1487;                    North         East    Units  Estimated Accuracy
 EA1487;SPC NC       -   115,310.      778,740.      MT  (+/- 180 meters Scaled)
 EA1487
 EA1487                          SUPERSEDED SURVEY CONTROL
 EA1487
 EA1487.No superseded survey control is available for this station.
 EA1487
 EA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD030502(NAD 83)
 EA1487_MARKER: DB = BENCH MARK DISK
 EA1487_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1487_SP_SET: CONCRETE STEP
 EA1487_STAMPING: CAR 44 1982
 EA1487_MARK LOGO: NCGS  
 EA1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1487
 EA1487  HISTORY     - Date     Condition        Report By
 EA1487  HISTORY     - 1982     MONUMENTED       NCGS
 EA1487
 EA1487                          STATION DESCRIPTION
 EA1487
 EA1487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1487'IN STELLA.
 EA1487'IN STELLA, IN NORTHWEST CORNER OF SECOND STEP LEADING TO LARGE
 EA1487'TWO-STORY FRAME PELLETIER RESIDENCE, 27.5 FEET NORTH OF CENTERLINE OF
 EA1487'ROAD, AND 9.4 FEET EAST OF SOUTHEAST CORNER OF FRAME STORE BUILDING
 EA1487'WITH POST OFFICE HOUSED IN SOUTHWEST CORNER OF BUILDING.
 EA1487'THE MARK IS 2.0 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1428 ***********************************************************************
 EA1428  DESIGNATION -  CAR 45
 EA1428  PID         -  EA1428
 EA1428  STATE/COUNTY-  NC/CARTERET
 EA1428  USGS QUAD   -  BEAUFORT (1987)
 EA1428
 EA1428                         *CURRENT SURVEY CONTROL
 EA1428  ___________________________________________________________________
 EA1428* NAD 83(1986)-  34 43 38.     (N)    076 43 46.     (W)     SCALED    
 EA1428* NAVD 88     -         1.897  (meters)       6.22   (feet)  ADJUSTED  
 EA1428  ___________________________________________________________________
 EA1428  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA1428  DYNAMIC HT  -           1.895 (meters)       6.22  (feet)  COMP
 EA1428  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 EA1428
 EA1428  VERT ORDER  -  SECOND    CLASS II
 EA1428
 EA1428.The horizontal coordinates were scaled from a topographic map and have
 EA1428.an estimated accuracy of +/- 6 seconds.
 EA1428
 EA1428.The orthometric height was determined by differential leveling
 EA1428.and adjusted in June 1991.
 EA1428
 EA1428.The geoid height was determined by GEOID03.
 EA1428
 EA1428.The dynamic height is computed by dividing the NAVD 88
 EA1428.geopotential number by the normal gravity value computed on the
 EA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1428.degrees latitude (g = 980.6199 gals.).
 EA1428
 EA1428.The modeled gravity was interpolated from observed gravity values.
 EA1428
 EA1428;                    North         East    Units  Estimated Accuracy
 EA1428;SPC NC       -   110,780.      817,530.      MT  (+/- 180 meters Scaled)
 EA1428
 EA1428                          SUPERSEDED SURVEY CONTROL
 EA1428
 EA1428.No superseded survey control is available for this station.
 EA1428
 EA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD416441(NAD 83)
 EA1428_MARKER: DB = BENCH MARK DISK
 EA1428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1428_SP_SET: WINGWALL
 EA1428_STAMPING: CAR 45 1982
 EA1428_MARK LOGO: NCGS  
 EA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1428+STABILITY: SURFACE MOTION
 EA1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1428+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1428
 EA1428  HISTORY     - Date     Condition        Report By
 EA1428  HISTORY     - 1982     MONUMENTED       NCGS
 EA1428  HISTORY     - 19960513 GOOD             USPSQD
 EA1428  HISTORY     - 20030202 GOOD             USPSQD
 EA1428  HISTORY     - 20061222 GOOD             USPSQD
 EA1428
 EA1428                          STATION DESCRIPTION
 EA1428
 EA1428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1428'IN MOREHEAD CITY.
 EA1428'IN MOREHEAD CITY, 0.3 MILE NORTH ALONG SR 1176 (NORTH 20TH STREET)
 EA1428'FROM THE INTERSECTION WITH US 70 (ARENDELL STREET), AT BRIDGE OVER
 EA1428'CALICO CREEK, IN SOUTHWEST WINGWALL, 22 FEET WEST OF CENTERLINE OF
 EA1428'ROAD AND 2.7 FEET EAST OF WEST END OF WINGWALL.
 EA1428'THE MARK IS 1.0 FT ABOVE BRIDGE.
 EA1428
 EA1428                          STATION RECOVERY (1996)
 EA1428
 EA1428'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1428'RECOVERED IN GOOD CONDITION.
 EA1428
 EA1428                          STATION RECOVERY (2003)
 EA1428
 EA1428'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1428'RECOVERED IN GOOD CONDITION.
 EA1428
 EA1428                          STATION RECOVERY (2006)
 EA1428
 EA1428'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1424 ***********************************************************************
 EA1424  DESIGNATION -  CAR 46
 EA1424  PID         -  EA1424
 EA1424  STATE/COUNTY-  NC/CARTERET
 EA1424  USGS QUAD   -  BEAUFORT (1987)
 EA1424
 EA1424                         *CURRENT SURVEY CONTROL
 EA1424  ___________________________________________________________________
 EA1424* NAD 83(1986)-  34 44 59.     (N)    076 43 43.     (W)     SCALED    
 EA1424* NAVD 88     -         2.987  (meters)       9.80   (feet)  ADJUSTED  
 EA1424  ___________________________________________________________________
 EA1424  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA1424  DYNAMIC HT  -           2.984 (meters)       9.79  (feet)  COMP
 EA1424  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EA1424
 EA1424  VERT ORDER  -  SECOND    CLASS II
 EA1424
 EA1424.The horizontal coordinates were scaled from a topographic map and have
 EA1424.an estimated accuracy of +/- 6 seconds.
 EA1424
 EA1424.The orthometric height was determined by differential leveling
 EA1424.and adjusted in June 1991.
 EA1424
 EA1424.The geoid height was determined by GEOID03.
 EA1424
 EA1424.The dynamic height is computed by dividing the NAVD 88
 EA1424.geopotential number by the normal gravity value computed on the
 EA1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1424.degrees latitude (g = 980.6199 gals.).
 EA1424
 EA1424.The modeled gravity was interpolated from observed gravity values.
 EA1424
 EA1424;                    North         East    Units  Estimated Accuracy
 EA1424;SPC NC       -   113,280.      817,550.      MT  (+/- 180 meters Scaled)
 EA1424
 EA1424                          SUPERSEDED SURVEY CONTROL
 EA1424
 EA1424.No superseded survey control is available for this station.
 EA1424
 EA1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD417466(NAD 83)
 EA1424_MARKER: DB = BENCH MARK DISK
 EA1424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1424_SP_SET: 8-FOOT HEADWALL
 EA1424_STAMPING: CAR 46 1982
 EA1424_MARK LOGO: NCGS  
 EA1424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1424+STABILITY: SURFACE MOTION
 EA1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1424+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1424
 EA1424  HISTORY     - Date     Condition        Report By
 EA1424  HISTORY     - 1982     MONUMENTED       NCGS
 EA1424  HISTORY     - 19830101 GOOD             NCGS
 EA1424  HISTORY     - 20030501 GOOD             USPSQD
 EA1424  HISTORY     - 20061222 GOOD             USPSQD
 EA1424
 EA1424                          STATION DESCRIPTION
 EA1424
 EA1424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1424'2.15 MI NORTH FROM MOREHEAD CITY.
 EA1424'2.15 MILES NORTH ALONG SR 1176 (20TH STREET) FROM THE INTERSECTION
 EA1424'WITH US 70 (ARENDELL STREET) IN MOREHEAD CITY TO ENTRANCE ROAD TO
 EA1424'CAROLINA TELEPHONE FACILITIES, IN HEADWALL IN SOUTHWEST QUADRANT OF
 EA1424'T-INTERSECTION, 23.5 FEET WEST OF CENTERLINE OF ROAD, 23.5 FEET SOUTH
 EA1424'OF CENTERLINE OF ENTRANCE ROAD, 50.0 FEET SOUTH OF TELEPHONE PEDESTAL
 EA1424'IN NORTHWEST QUADRANT OF INTERSECTION AND 1.6 FEET WEST OF EAST END OF
 EA1424'HEADWALL.
 EA1424'THE MARK IS ABOVE LEVEL WITH INTERSECTION.
 EA1424
 EA1424                          STATION RECOVERY (1983)
 EA1424
 EA1424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS)
 EA1424'RECOVERED AS DESCRIBED.$MARK IS 2.15 MI (3.46 KM) NORTH ALONG SR 1176
 EA1424'(20TH STREET) FROM US 70 (ARENDELL STREET) IN MOREHEAD CITY, AT
 EA1424'ENTRANCE ROAD TO CAROLINA TELEPHONE FACILITIES, IN THE HEADWALL IN THE
 EA1424'SOUTHWEST QUADRANT OF THE INTERSECTION. LOCATED 23.5 FT (7.2 M) WEST
 EA1424'OF THE CENTERLINE OF THE ROAD, 23.5 FT (7.2 M) SOUTH OF THE CENTER OF
 EA1424'THE ENTRANCE ROAD, 50.0 FT (15.2 M) SOUTH OF A TELEPHONE PEDESTAL, AND
 EA1424'1.6 FT (0.5 M) WEST OF THE EAST END OF THE HEADWALL.
 EA1424
 EA1424                          STATION RECOVERY (2003)
 EA1424
 EA1424'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1424'RECOVERED IN GOOD CONDITION.
 EA1424
 EA1424                          STATION RECOVERY (2006)
 EA1424
 EA1424'RECOVERY NOTE BY US POWER SQUADRON 2006 (JAH)
 EA1424'IT IS NOW THE ENTRANCE TO THE EMBARQ TELEPHONE FACILITIES.  THE
 EA1424'ADDRESS IS 1875 N. 20TH ST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1422 ***********************************************************************
 EA1422  DESIGNATION -  CAR 47
 EA1422  PID         -  EA1422
 EA1422  STATE/COUNTY-  NC/CARTERET
 EA1422  USGS QUAD   -  BEAUFORT (1987)
 EA1422
 EA1422                         *CURRENT SURVEY CONTROL
 EA1422  ___________________________________________________________________
 EA1422* NAD 83(1986)-  34 44 55.     (N)    076 44 28.     (W)     SCALED    
 EA1422* NAVD 88     -         4.477  (meters)      14.69   (feet)  ADJUSTED  
 EA1422  ___________________________________________________________________
 EA1422  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EA1422  DYNAMIC HT  -           4.473 (meters)      14.68  (feet)  COMP
 EA1422  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 EA1422
 EA1422  VERT ORDER  -  SECOND    CLASS II
 EA1422
 EA1422.The horizontal coordinates were scaled from a topographic map and have
 EA1422.an estimated accuracy of +/- 6 seconds.
 EA1422
 EA1422.The orthometric height was determined by differential leveling
 EA1422.and adjusted in June 1991.
 EA1422
 EA1422.The geoid height was determined by GEOID03.
 EA1422
 EA1422.The dynamic height is computed by dividing the NAVD 88
 EA1422.geopotential number by the normal gravity value computed on the
 EA1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1422.degrees latitude (g = 980.6199 gals.).
 EA1422
 EA1422.The modeled gravity was interpolated from observed gravity values.
 EA1422
 EA1422;                    North         East    Units  Estimated Accuracy
 EA1422;SPC NC       -   113,130.      816,400.      MT  (+/- 180 meters Scaled)
 EA1422
 EA1422                          SUPERSEDED SURVEY CONTROL
 EA1422
 EA1422.No superseded survey control is available for this station.
 EA1422
 EA1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD406465(NAD 83)
 EA1422_MARKER: DB = BENCH MARK DISK
 EA1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1422_SP_SET: CONCRETE POST
 EA1422_STAMPING: CAR 47 1982
 EA1422_MARK LOGO: NCGS  
 EA1422_PROJECTION: FLUSH
 EA1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1422+STABILITY: SURFACE MOTION
 EA1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1422+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1422
 EA1422  HISTORY     - Date     Condition        Report By
 EA1422  HISTORY     - 1982     MONUMENTED       NCGS
 EA1422  HISTORY     - 19830101 GOOD             NCGS
 EA1422  HISTORY     - 20061222 GOOD             USPSQD
 EA1422
 EA1422                          STATION DESCRIPTION
 EA1422
 EA1422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1422'2.3 MI NW FROM MOREHEAD CITY.
 EA1422'3.35 MILES EAST ALONG SR 1177 (COUNTRY CLUB BLVD) FROM INTERSECTION
 EA1422'WITH US 70 (NEAR JUNCTION WITH NC 24) EAST OF MOREHEAD CITY TO
 EA1422'INTERSECTION WITH PAVED STREET NORTH (RIVER DRIVE), 1.1 MILES WESTERLY
 EA1422'FROM INTERSECTION WITH SR 1176 AT ENTRANCE TO RIVER HEIGHTS, 31.0 FEET
 EA1422'SOUTHEAST OF CENTERLINE OF ROAD, 141.0 FEET EAST OF T-INTERSECTION,
 EA1422'10.0 FEET SOUTHEAST OF CORNER FENCE POST OF WOODEN RAIL FENCE OF
 EA1422'HILTON STRYON RESIDENCE, AND 33.5 FEET WEST-SOUTHWEST OF POWER POLE
 EA1422'WITH TRANSFORMER AND REFERENCE TAG.
 EA1422'THE MARK IS 2.0 FT ABOVE ROAD.
 EA1422
 EA1422                          STATION RECOVERY (1983)
 EA1422
 EA1422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS)
 EA1422'RECOVERED AS DESCRIBED.$MARK IS 3.35 MI (5.39 KM) EAST ALONG SR 1177
 EA1422'(COUNTRY CLUB BOULEVARD) FROM US 70 (NEAR THE JUNCTION WITH NC 24)
 EA1422'EAST OF MOREHEAD CITY, AT RIVER DRIVE (ENTRANCE TO RIVER HEIGHTS).
 EA1422'LOCATED 31.0 FT (9.4 M) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 141.0
 EA1422'FT (43.0 M) EAST OF THE T-INTERSECTION, 10.0 FT (3.0 M) SOUTHEAST OF
 EA1422'THE CORNER FENCE POST OF A WOODEN RAIL FENCE AT STYRON RESIDENCE, AND
 EA1422'33.5 FT (10.2 M) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 EA1422'REFERENCE TAG.
 EA1422
 EA1422                          STATION RECOVERY (2006)
 EA1422
 EA1422'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1422'DELETE THE REFERENCE TO RIVER HEIGHTS.  DELETE THE REFERENCE TO THE
 EA1422'FENCE AT THE STYRON RESIDENCE AND REPLACE WITH 2715 COUNTRY CLUB RD.
 EA1422'AT THE END ADD, AND 5 FT ENE OF A POWER POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1421 ***********************************************************************
 EA1421  DESIGNATION -  CAR 48
 EA1421  PID         -  EA1421
 EA1421  STATE/COUNTY-  NC/CARTERET
 EA1421  USGS QUAD   -  MANSFIELD (1994)
 EA1421
 EA1421                         *CURRENT SURVEY CONTROL
 EA1421  ___________________________________________________________________
 EA1421* NAD 83(1986)-  34 44 19.     (N)    076 45 19.     (W)     SCALED    
 EA1421* NAVD 88     -         7.077  (meters)      23.22   (feet)  ADJUSTED  
 EA1421  ___________________________________________________________________
 EA1421  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1421  DYNAMIC HT  -           7.071 (meters)      23.20  (feet)  COMP
 EA1421  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 EA1421
 EA1421  VERT ORDER  -  SECOND    CLASS II
 EA1421
 EA1421.The horizontal coordinates were scaled from a topographic map and have
 EA1421.an estimated accuracy of +/- 6 seconds.
 EA1421
 EA1421.The orthometric height was determined by differential leveling
 EA1421.and adjusted in June 1991.
 EA1421
 EA1421.The geoid height was determined by GEOID03.
 EA1421
 EA1421.The dynamic height is computed by dividing the NAVD 88
 EA1421.geopotential number by the normal gravity value computed on the
 EA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1421.degrees latitude (g = 980.6199 gals.).
 EA1421
 EA1421.The modeled gravity was interpolated from observed gravity values.
 EA1421
 EA1421;                    North         East    Units  Estimated Accuracy
 EA1421;SPC NC       -   111,990.      815,130.      MT  (+/- 180 meters Scaled)
 EA1421
 EA1421                          SUPERSEDED SURVEY CONTROL
 EA1421
 EA1421.No superseded survey control is available for this station.
 EA1421
 EA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD393454(NAD 83)
 EA1421_MARKER: DB = BENCH MARK DISK
 EA1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1421_SP_SET: CONCRETE POST
 EA1421_STAMPING: CAR 48 1982
 EA1421_MARK LOGO: NCGS  
 EA1421_PROJECTION: FLUSH
 EA1421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1421+STABILITY: SURFACE MOTION
 EA1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1421+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1421
 EA1421  HISTORY     - Date     Condition        Report By
 EA1421  HISTORY     - 1982     MONUMENTED       NCGS
 EA1421  HISTORY     - 19830101 GOOD             NCGS
 EA1421  HISTORY     - 20030426 GOOD             USPSQD
 EA1421  HISTORY     - 20061222 GOOD             USPSQD
 EA1421
 EA1421                          STATION DESCRIPTION
 EA1421
 EA1421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1421'2.6 MI WNW FROM MOREHEAD CITY.
 EA1421'2.2 MILES EAST ALONG SR 1177 (COUNTRY CLUB BLVD.) FROM THE
 EA1421'INTERSECTION WITH US 70 (NEAR JUNCTION WITH NC 24) EAST OF MOREHEAD
 EA1421'CITY TO AN UNPAVED ROAD LEADING SOUTH, IN SOUTHWEST QUADRANT OF
 EA1421'T-INTERSECTION AT A FENCE CORNER, 0.7 MILE EAST FROM ENTRANCE TO
 EA1421'MOREHEAD CITY COUNTRY CLUB, 31.0 FEET SOUTH OF CENTERLINE OF ROAD,
 EA1421'37.0 FEET WEST OF CENTERLINE OF UNPAVED ROAD, 2.0 FEET SOUTHEAST OF
 EA1421'CORNER FENCE POST (SINGLE CHAIN ATTACHED TO SHORT CONCRETE POST), AND
 EA1421'1.5 FEET SOUTH-SOUTHEAST OF CONCRETE STREET NAME POST.
 EA1421'THE MARK IS ABOVE LEVEL WITH INTERSECTON.
 EA1421
 EA1421                          STATION RECOVERY (1983)
 EA1421
 EA1421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS)
 EA1421'RECOVERED AS DESCRIBED.$MARK IS 2.2 MI (3.5 KM) EAST ALONG SR 1177
 EA1421'(COUNTRY CLUB BOULEVARD) FROM US 70 (NEAR THE JUNCTION WITH NC 24)
 EA1421'EAST OF MOREHEAD CITY, AT AN UNPAVED ROAD LEADING SOUTH, IN SOUTHWEST
 EA1421'QUADRANT, ABOUT 0.7 MI (1.1 KM) EAST FROM THE ENTRANCE TO MOREHEAD
 EA1421'CITY COUNTRY CLUB, AT A FENCE CORNER. LOCATED 31.0 FT (9.4 M) SOUTH OF
 EA1421'THE CENTERLINE OF THE ROAD, 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF
 EA1421'THE UNPAVED ROAD, 2.0 FT (0.6 M) SOUTHEAST OF THE CORNER FENCE POST,
 EA1421'AND 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A CONCRETE STREET NAME POST.
 EA1421
 EA1421                          STATION RECOVERY (2003)
 EA1421
 EA1421'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED)
 EA1421'ROAD WHERE THE MARKER IS LOCATED IS NOW PAVED.  IT IS NAMED COUNTY
 EA1421'CLUB CT AND ALSO MARKED AS SR 1613.
 EA1421
 EA1421                          STATION RECOVERY (2006)
 EA1421
 EA1421'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1421'THE STREET WHERE THE MARKER IS LOCATED IS NOW NAMED COUNTRY CLUB
 EA1421'COURT.  THE CONCRETE POST IS A 5 FT STREET NAME POST BUT DOES NOT HAVE
 EA1421'ANY NAME ON IT.  IT IS BURIED ABOUT SIX INCHES DEEP.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1420 ***********************************************************************
 EA1420  DESIGNATION -  CAR 49
 EA1420  PID         -  EA1420
 EA1420  STATE/COUNTY-  NC/CARTERET
 EA1420  USGS QUAD   -  MANSFIELD (1994)
 EA1420
 EA1420                         *CURRENT SURVEY CONTROL
 EA1420  ___________________________________________________________________
 EA1420* NAD 83(1986)-  34 44 10.     (N)    076 46 20.     (W)     SCALED    
 EA1420* NAVD 88     -         5.622  (meters)      18.44   (feet)  ADJUSTED  
 EA1420  ___________________________________________________________________
 EA1420  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1420  DYNAMIC HT  -           5.616 (meters)      18.43  (feet)  COMP
 EA1420  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 EA1420
 EA1420  VERT ORDER  -  SECOND    CLASS II
 EA1420
 EA1420.The horizontal coordinates were scaled from a topographic map and have
 EA1420.an estimated accuracy of +/- 6 seconds.
 EA1420
 EA1420.The orthometric height was determined by differential leveling
 EA1420.and adjusted in June 1991.
 EA1420
 EA1420.The geoid height was determined by GEOID03.
 EA1420
 EA1420.The dynamic height is computed by dividing the NAVD 88
 EA1420.geopotential number by the normal gravity value computed on the
 EA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1420.degrees latitude (g = 980.6199 gals.).
 EA1420
 EA1420.The modeled gravity was interpolated from observed gravity values.
 EA1420
 EA1420;                    North         East    Units  Estimated Accuracy
 EA1420;SPC NC       -   111,680.      813,590.      MT  (+/- 180 meters Scaled)
 EA1420
 EA1420                          SUPERSEDED SURVEY CONTROL
 EA1420
 EA1420.No superseded survey control is available for this station.
 EA1420
 EA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD377452(NAD 83)
 EA1420_MARKER: DB = BENCH MARK DISK
 EA1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1420_SP_SET: CONCRETE POST
 EA1420_STAMPING: CAR 49 1982
 EA1420_MARK LOGO: NCGS  
 EA1420_PROJECTION: FLUSH
 EA1420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1420+STABILITY: SURFACE MOTION
 EA1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1420+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 EA1420
 EA1420  HISTORY     - Date     Condition        Report By
 EA1420  HISTORY     - 1982     MONUMENTED       NCGS
 EA1420  HISTORY     - 19830101 GOOD             NCGS
 EA1420  HISTORY     - 20030426 GOOD             USPSQD
 EA1420
 EA1420                          STATION DESCRIPTION
 EA1420
 EA1420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1420'3.4 MI WNW FROM MOREHEAD CITY.
 EA1420'1.2 MILES EAST ALONG SR 1177 (COUNTRY CLUB BLVD) FROM THE INTERSECTION
 EA1420'WITH US 70 (NEAR JUNCTION WITH NC 24) EAST OF MOREHEAD CITY TO
 EA1420'INTERSECTION WITH SR 1261, A STREET LEADING SOUTH INTO WEST-CAR
 EA1420'MEADOWS, IN NORTHEAST QUADRANT OF THE T-INTERSECTION, AT A CHAIN LINK
 EA1420'FENCE CORNER, 36.0 FEET SOUTH OF CENTERLINE OF ROAD, 23.0 FEET EAST OF
 EA1420'CENTERLINE STREET, 5.5 FEET SOUTH-SOUTHWEST OF CORNER FENCE POST AND
 EA1420'1.1 FEET WEST OF FENCE.
 EA1420'THE MARK IS ABOVE LEVEL WITH INTERSECTION.
 EA1420
 EA1420                          STATION RECOVERY (1983)
 EA1420
 EA1420'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (LFS)
 EA1420'RECOVERED AS DESCRIBED.$MARK IS 1.2 MI (1.9 KM) EAST ALONG SR 1177
 EA1420'(COUNTRY CLUB BOULEVARD) FROM US 70 (NEAR THE JUNCTION WITH NC 24)
 EA1420'EAST OF MOREHEAD CITY, AT SR 1261, IN THE NORTHWEST QUADRANT, AT A
 EA1420'CHAIN LINK FENCE CORNER. LOCATED 36.0 FT (11.0 M) SOUTH OF THE
 EA1420'CENTERLINE OF THE ROAD, 23.0 FT (7.0 M) EAST OF THE CENTERLINE OF THE
 EA1420'STREET, 5.5 FT (1.7 M) SOUTH-SOUTHWEST OF THE CORNER FENCE POST, AND
 EA1420'1.1 FT (0.3 M) WEST OF THE FENCE.
 EA1420
 EA1420                          STATION RECOVERY (2003)
 EA1420
 EA1420'RECOVERY NOTE BY US POWER SQUADRON 2003 (ED)
 EA1420'MARK WAS COVERED WITH GRASS.  IT WAS LOWER THAN ADJACENT ROAD
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1349 ***********************************************************************
 EA1349  DESIGNATION -  CAR 5
 EA1349  PID         -  EA1349
 EA1349  STATE/COUNTY-  NC/CARTERET
 EA1349  USGS QUAD   -  HADNOT CREEK (1994)
 EA1349
 EA1349                         *CURRENT SURVEY CONTROL
 EA1349  ___________________________________________________________________
 EA1349* NAD 83(1986)-  34 49 07.     (N)    077 02 18.     (W)     SCALED    
 EA1349* NAVD 88     -        12.072  (meters)      39.61   (feet)  ADJUSTED  
 EA1349  ___________________________________________________________________
 EA1349  GEOID HEIGHT-         -37.35  (meters)                     GEOID03
 EA1349  DYNAMIC HT  -          12.060 (meters)      39.57  (feet)  COMP
 EA1349  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 EA1349
 EA1349  VERT ORDER  -  SECOND    CLASS II
 EA1349
 EA1349.The horizontal coordinates were scaled from a topographic map and have
 EA1349.an estimated accuracy of +/- 6 seconds.
 EA1349
 EA1349.The orthometric height was determined by differential leveling
 EA1349.and adjusted in June 1991.
 EA1349
 EA1349.The geoid height was determined by GEOID03.
 EA1349
 EA1349.The dynamic height is computed by dividing the NAVD 88
 EA1349.geopotential number by the normal gravity value computed on the
 EA1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1349.degrees latitude (g = 980.6199 gals.).
 EA1349
 EA1349.The modeled gravity was interpolated from observed gravity values.
 EA1349
 EA1349;                    North         East    Units  Estimated Accuracy
 EA1349;SPC NC       -   120,320.      789,040.      MT  (+/- 180 meters Scaled)
 EA1349
 EA1349                          SUPERSEDED SURVEY CONTROL
 EA1349
 EA1349.No superseded survey control is available for this station.
 EA1349
 EA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD135548(NAD 83)
 EA1349_MARKER: DB = BENCH MARK DISK
 EA1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1349_SP_SET: TREE
 EA1349_STAMPING: CAR 5 1979
 EA1349_MARK LOGO: NCGS  
 EA1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1349
 EA1349  HISTORY     - Date     Condition        Report By
 EA1349  HISTORY     - 1979     MONUMENTED       NCGS
 EA1349
 EA1349                          STATION DESCRIPTION
 EA1349
 EA1349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1349'7.0 MI ENE FROM STELLA.
 EA1349'5.3 MILES EAST ALONG US GOVERNMENT RAILROAD FROM THE GRADE CROSSING OF
 EA1349'NC 58 NEAR KUHN CROSSROADS, ON LEFT SET VERTICAL IN SOUTH FACE OF AN
 EA1349'18-INCH PINE, 0.4 MILE EAST-NORTHEAST OF MILEPOST NO 21, 32.4 FEET
 EA1349'NORTH-NORTHWEST OF NORTH RAIL, 40.8 FEET NORTHEAST OF TELEPHONE POLE
 EA1349'WITH REFERENCE TAG, 34.6 FEET NORTH-NORTHEAST OF NORTH END OF CROSSTIE
 EA1349'WITH REFERENCE TAG, 33.6 FEET NORTHWEST OF NORTH END OF CROSSTIE WITH
 EA1349'REFERENCE TAG AND ABOUT 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1508 ***********************************************************************
 EA1508  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1508  DESIGNATION -  CAR 50
 EA1508  PID         -  EA1508
 EA1508  STATE/COUNTY-  NC/CARTERET
 EA1508  USGS QUAD   -  BEAUFORT (1987)
 EA1508
 EA1508                         *CURRENT SURVEY CONTROL
 EA1508  ___________________________________________________________________
 EA1508* NAD 83(1986)-  34 42 53.     (N)    076 38 45.     (W)     SCALED    
 EA1508* NAVD 88     -         3.778  (meters)      12.39   (feet)  ADJUSTED  
 EA1508  ___________________________________________________________________
 EA1508  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA1508  DYNAMIC HT  -           3.775 (meters)      12.39  (feet)  COMP
 EA1508  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 EA1508
 EA1508  VERT ORDER  -  SECOND    CLASS II
 EA1508
 EA1508.The horizontal coordinates were scaled from a topographic map and have
 EA1508.an estimated accuracy of +/- 6 seconds.
 EA1508
 EA1508.The orthometric height was determined by differential leveling
 EA1508.and adjusted in June 1991.
 EA1508
 EA1508.This Tidal Bench Mark is designated as VM 13333
 EA1508.by the Center for Operational Oceanographic Products and Services.
 EA1508
 EA1508.The geoid height was determined by GEOID03.
 EA1508
 EA1508.The dynamic height is computed by dividing the NAVD 88
 EA1508.geopotential number by the normal gravity value computed on the
 EA1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1508.degrees latitude (g = 980.6199 gals.).
 EA1508
 EA1508.The modeled gravity was interpolated from observed gravity values.
 EA1508
 EA1508;                    North         East    Units  Estimated Accuracy
 EA1508;SPC NC       -   109,570.      825,210.      MT  (+/- 180 meters Scaled)
 EA1508
 EA1508                          SUPERSEDED SURVEY CONTROL
 EA1508
 EA1508.No superseded survey control is available for this station.
 EA1508
 EA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD492426(NAD 83)
 EA1508_MARKER: DB = BENCH MARK DISK
 EA1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1508_SP_SET: CONCRETE POST
 EA1508_STAMPING: CAR 50 1982
 EA1508_MARK LOGO: NCGS  
 EA1508_PROJECTION: PROJECTING 5 CENTIMETERS
 EA1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1508+STABILITY: SURFACE MOTION
 EA1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EA1508+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1508
 EA1508  HISTORY     - Date     Condition        Report By
 EA1508  HISTORY     - 1982     MONUMENTED       NCGS
 EA1508  HISTORY     - 19890617 GOOD             USPSQD
 EA1508  HISTORY     - 19960513 GOOD             USPSQD
 EA1508  HISTORY     - 20030202 GOOD             USPSQD
 EA1508  HISTORY     - 20040317 GOOD             USPSQD
 EA1508  HISTORY     - 20050110 GOOD             NCGS
 EA1508  HISTORY     - 20051031 GOOD             USPSQD
 EA1508  HISTORY     - 20061222 GOOD             USPSQD
 EA1508
 EA1508                          STATION DESCRIPTION
 EA1508
 EA1508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1508'IN BEAUFORT.
 EA1508'IN BEAUFORT, ALONG SR 1310 (MULLBERRY STREET), 0.6 MILE EAST FROM
 EA1508'JUNCTION WITH US 70 (LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL TO
 EA1508'A GRADE CROSSING, IN EAST QUADRANT AT A FENCE, 38.5 FEET NORTHEAST OF
 EA1508'CENTERLINE OF ROAD, 145.0 FEET EAST-SOUTHEAST OF CENTERLINE GRADE
 EA1508'CROSSING, 22.0 FEET SOUTH OF SOUTH RAIL, 8.0 FEET SOUTHWEST OF
 EA1508'NORTHWEST CORNER FENCE POST, 8.0 FEET NORTHEAST OF POWER POLE (13)
 EA1508'WITH REFERENCE TAG AT SOUTHWEST FENCE POST AND 1.0 FEET WEST OF CHAIN
 EA1508'LINK FENCE AROUND AN INDUSTRIAL PLANT.
 EA1508'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1508
 EA1508                          STATION RECOVERY (1989)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EA1508'RECOVERED IN GOOD CONDITION.
 EA1508
 EA1508                          STATION RECOVERY (1996)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1508'RECOVERED IN GOOD CONDITION.
 EA1508
 EA1508                          STATION RECOVERY (2003)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1508'RECOVERED IN GOOD CONDITION.
 EA1508
 EA1508                          STATION RECOVERY (2004)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 2004 (RKI)
 EA1508'RECOVERED IN GOOD CONDITION.
 EA1508
 EA1508                          STATION RECOVERY (2005)
 EA1508
 EA1508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EA1508'RECOVERED AS DESCRIBED.
 EA1508
 EA1508                          STATION RECOVERY (2005)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1508'RECOVERED IN GOOD CONDITION.
 EA1508
 EA1508                          STATION RECOVERY (2006)
 EA1508
 EA1508'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1508'SR 1310 IS NOW LENNOXVILLE RD.  THE SCHOOL IS NOW THE OLD BEAUFORT
 EA1508'ELEMENTARY.  THE GRADE CROSSING AND TRACKS ARE GONE.  THERE IS A
 EA1508'WITNESS POST AT THE POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1509 ***********************************************************************
 EA1509  DESIGNATION -  CAR 51
 EA1509  PID         -  EA1509
 EA1509  STATE/COUNTY-  NC/CARTERET
 EA1509  USGS QUAD   -  BEAUFORT (1987)
 EA1509
 EA1509                         *CURRENT SURVEY CONTROL
 EA1509  ___________________________________________________________________
 EA1509* NAD 83(1986)-  34 42 43.     (N)    076 38 07.     (W)     SCALED    
 EA1509* NAVD 88     -         1.331  (meters)       4.37   (feet)  ADJUSTED  
 EA1509  ___________________________________________________________________
 EA1509  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 EA1509  DYNAMIC HT  -           1.330 (meters)       4.36  (feet)  COMP
 EA1509  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 EA1509
 EA1509  VERT ORDER  -  SECOND    CLASS II
 EA1509
 EA1509.The horizontal coordinates were scaled from a topographic map and have
 EA1509.an estimated accuracy of +/- 6 seconds.
 EA1509
 EA1509.The orthometric height was determined by differential leveling
 EA1509.and adjusted in June 1991.
 EA1509
 EA1509.The geoid height was determined by GEOID03.
 EA1509
 EA1509.The dynamic height is computed by dividing the NAVD 88
 EA1509.geopotential number by the normal gravity value computed on the
 EA1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1509.degrees latitude (g = 980.6199 gals.).
 EA1509
 EA1509.The modeled gravity was interpolated from observed gravity values.
 EA1509
 EA1509;                    North         East    Units  Estimated Accuracy
 EA1509;SPC NC       -   109,290.      826,190.      MT  (+/- 180 meters Scaled)
 EA1509
 EA1509                          SUPERSEDED SURVEY CONTROL
 EA1509
 EA1509.No superseded survey control is available for this station.
 EA1509
 EA1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD502423(NAD 83)
 EA1509_MARKER: DB = BENCH MARK DISK
 EA1509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1509_SP_SET: HEADWALL
 EA1509_STAMPING: CAR 51 1982
 EA1509_MARK LOGO: NCGS  
 EA1509_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1509+STABILITY: SURFACE MOTION
 EA1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1509+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2006
 EA1509
 EA1509  HISTORY     - Date     Condition        Report By
 EA1509  HISTORY     - 1982     MONUMENTED       NCGS
 EA1509  HISTORY     - 19890813 GOOD             USPSQD
 EA1509  HISTORY     - 19960513 MARK NOT FOUND   USPSQD
 EA1509  HISTORY     - 20030202 GOOD             USPSQD
 EA1509  HISTORY     - 20041019 GOOD             USPSQD
 EA1509  HISTORY     - 20050110 GOOD             NCGS
 EA1509  HISTORY     - 20061222 GOOD             USPSQD
 EA1509
 EA1509                          STATION DESCRIPTION
 EA1509
 EA1509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1509'1.25 MI EAST FROM BEAUFORT.
 EA1509'1.25 MILES EAST ALONG SR 1310 (MULLBERRY STREET) FROM JUNCTION WITH US
 EA1509'70 (LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL, ON LEFT IN CENTER
 EA1509'OF EAST HEADWALL, 20.5 FEET NORTH-NORTHEAST OF CENTERLINE OF ROAD,
 EA1509'24.8 FEET WEST OF TELEPHONE PEDESTAL, 6.5 FEET EAST-SOUTHEAST OF WEST
 EA1509'END OF HEADWALL, AND 55.3 FEET NORTH OF POWER POLE WITH REFERENCE TAG.
 EA1509'THE MARK IS 0.5 FT BELOW ROAD.
 EA1509
 EA1509                          STATION RECOVERY (1989)
 EA1509
 EA1509'RECOVERY NOTE BY US POWER SQUADRON 1989 (TAW)
 EA1509'RECOVERED IN GOOD CONDITION.
 EA1509
 EA1509                          STATION RECOVERY (1996)
 EA1509
 EA1509'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA1509'MARK NOT FOUND.
 EA1509
 EA1509                          STATION RECOVERY (2003)
 EA1509
 EA1509'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1509'RECOVERED IN GOOD CONDITION.
 EA1509
 EA1509                          STATION RECOVERY (2004)
 EA1509
 EA1509'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA1509'RECOVERED IN GOOD CONDITION.
 EA1509
 EA1509                          STATION RECOVERY (2005)
 EA1509
 EA1509'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EA1509'RECOVERED AS DESCRIBED.
 EA1509
 EA1509                          STATION RECOVERY (2006)
 EA1509
 EA1509'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1509'THE MARK IS AS DESCRIBED EXCEPT THAT THE ROAD NAME IS NOW LENNOXVILLE
 EA1509'RD, THE SCHOOL IS THE OLD BEAUFORT ELEMENTARY, THE TELEPHONE PEDESTAL
 EA1509'IS NOT THERE AND THE POWER POLE IS NOT THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1510 ***********************************************************************
 EA1510  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1510  DESIGNATION -  CAR 52
 EA1510  PID         -  EA1510
 EA1510  STATE/COUNTY-  NC/CARTERET
 EA1510  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1510
 EA1510                         *CURRENT SURVEY CONTROL
 EA1510  ___________________________________________________________________
 EA1510* NAD 83(1986)-  34 42 35.     (N)    076 37 21.     (W)     SCALED    
 EA1510* NAVD 88     -         1.311  (meters)       4.30   (feet)  ADJUSTED  
 EA1510  ___________________________________________________________________
 EA1510  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 EA1510  DYNAMIC HT  -           1.310 (meters)       4.30  (feet)  COMP
 EA1510  MODELED GRAV-     979,719.1   (mgal)                       NAVD 88
 EA1510
 EA1510  VERT ORDER  -  SECOND    CLASS II
 EA1510
 EA1510.The horizontal coordinates were scaled from a topographic map and have
 EA1510.an estimated accuracy of +/- 6 seconds.
 EA1510
 EA1510.The orthometric height was determined by differential leveling
 EA1510.and adjusted in June 1991.
 EA1510
 EA1510.This Tidal Bench Mark is designated as VM 13405
 EA1510.by the Center for Operational Oceanographic Products and Services.
 EA1510
 EA1510.The geoid height was determined by GEOID03.
 EA1510
 EA1510.The dynamic height is computed by dividing the NAVD 88
 EA1510.geopotential number by the normal gravity value computed on the
 EA1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1510.degrees latitude (g = 980.6199 gals.).
 EA1510
 EA1510.The modeled gravity was interpolated from observed gravity values.
 EA1510
 EA1510;                    North         East    Units  Estimated Accuracy
 EA1510;SPC NC       -   109,070.      827,360.      MT  (+/- 180 meters Scaled)
 EA1510
 EA1510                          SUPERSEDED SURVEY CONTROL
 EA1510
 EA1510.No superseded survey control is available for this station.
 EA1510
 EA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD514420(NAD 83)
 EA1510_MARKER: DB = BENCH MARK DISK
 EA1510_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA1510_SP_SET: GAS PUMP BASE
 EA1510_STAMPING: CAR 52 1982
 EA1510_MARK LOGO: NCGS  
 EA1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1510+STABILITY: SURFACE MOTION
 EA1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1510+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 EA1510
 EA1510  HISTORY     - Date     Condition        Report By
 EA1510  HISTORY     - 1982     MONUMENTED       NCGS
 EA1510  HISTORY     - 19890617 GOOD             USPSQD
 EA1510  HISTORY     - 20021113 GOOD             USPSQD
 EA1510  HISTORY     - 20041019 GOOD             USPSQD
 EA1510  HISTORY     - 20050110 GOOD             NCGS
 EA1510  HISTORY     - 20051031 GOOD             USPSQD
 EA1510  HISTORY     - 20061222 MARK NOT FOUND   USPSQD
 EA1510
 EA1510                          STATION DESCRIPTION
 EA1510
 EA1510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1510'2.0 MI EAST FROM BEAUFORT.
 EA1510'2.0 MILES EAST ALONG SR 1310 (MULLBERRY STREET) OF JUNCTION WITH US 70
 EA1510'(LIVE OAK STREET) AT BEAUFORT ELEMENTARY SCHOOL TO SR 1386 (NORTH), IN
 EA1510'NORTHWEST QUADRANT OF T-INTERSECTION IN A ABANDONED GAS PUMP BASE,
 EA1510'47.0 FEET NORTH OF CENTERLINE OF SR 1310, 57.0 FEET WEST OF CENTERLINE
 EA1510'SR 1386, 25.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF STORE BUILDING
 EA1510'(ABANDONED), 25.1 FEET SOUTHEAST OF SOUTHWEST CORNER OF STORE
 EA1510'BUILDING, AND 32.5 FEET NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EA1510'THE MARK IS 1.0 FT ABOVE INTERSECTION.
 EA1510
 EA1510                          STATION RECOVERY (1989)
 EA1510
 EA1510'RECOVERY NOTE BY US POWER SQUADRON 1989 (TW)
 EA1510'RECOVERED IN GOOD CONDITION.
 EA1510
 EA1510                          STATION RECOVERY (2002)
 EA1510
 EA1510'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM)
 EA1510'SR1310 WAS RENAMED FROM MULBERRY ST TO LENNOXVILLE RD. SR1386 IS
 EA1510'LEWISTOWN RD. POWER POLE IS NEW WITHOUT REFERENCE MARK. ABANDONED BLDG
 EA1510'WAS THE POINT GROCERY.
 EA1510
 EA1510                          STATION RECOVERY (2004)
 EA1510
 EA1510'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA1510'RECOVERED IN GOOD CONDITION.
 EA1510
 EA1510                          STATION RECOVERY (2005)
 EA1510
 EA1510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 EA1510'RECOVERED AS DESCRIBED.
 EA1510
 EA1510                          STATION RECOVERY (2005)
 EA1510
 EA1510'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1510'RECOVERED IN GOOD CONDITION.
 EA1510
 EA1510                          STATION RECOVERY (2006)
 EA1510
 EA1510'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 EA1510'SR 1310 IS NOW LENNOXVILLE RD AND THE SCHOOL IS NOW THE OLD BEAUFORT
 EA1510'ELEMENTARY SCHOOL.  THE CONCRETE PUMP BASE IS BROKEN UP AND HEAVILY
 EA1510'COVERED WITH DIRT AND VEGETATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1513 ***********************************************************************
 EA1513  DESIGNATION -  CAR 53
 EA1513  PID         -  EA1513
 EA1513  STATE/COUNTY-  NC/CARTERET
 EA1513  USGS QUAD   -  WILLISTON (1983)
 EA1513
 EA1513                         *CURRENT SURVEY CONTROL
 EA1513  ___________________________________________________________________
 EA1513* NAD 83(1986)-  34 46 57.     (N)    076 34 58.     (W)     SCALED    
 EA1513* NAVD 88     -         1.804  (meters)       5.92   (feet)  ADJUSTED  
 EA1513  ___________________________________________________________________
 EA1513  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 EA1513  DYNAMIC HT  -           1.802 (meters)       5.91  (feet)  COMP
 EA1513  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 EA1513
 EA1513  VERT ORDER  -  SECOND    CLASS II
 EA1513
 EA1513.The horizontal coordinates were scaled from a topographic map and have
 EA1513.an estimated accuracy of +/- 6 seconds.
 EA1513
 EA1513.The orthometric height was determined by differential leveling
 EA1513.and adjusted in June 1991.
 EA1513
 EA1513.The geoid height was determined by GEOID03.
 EA1513
 EA1513.The dynamic height is computed by dividing the NAVD 88
 EA1513.geopotential number by the normal gravity value computed on the
 EA1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1513.degrees latitude (g = 980.6199 gals.).
 EA1513
 EA1513.The modeled gravity was interpolated from observed gravity values.
 EA1513
 EA1513;                    North         East    Units  Estimated Accuracy
 EA1513;SPC NC       -   117,230.      830,810.      MT  (+/- 180 meters Scaled)
 EA1513
 EA1513                          SUPERSEDED SURVEY CONTROL
 EA1513
 EA1513.No superseded survey control is available for this station.
 EA1513
 EA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD551500(NAD 83)
 EA1513_MARKER: DB = BENCH MARK DISK
 EA1513_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA1513_SP_SET: GAS PUMP BASE
 EA1513_STAMPING: CAR 53 1982
 EA1513_MARK LOGO: NCGS  
 EA1513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1513+STABILITY: SURFACE MOTION
 EA1513
 EA1513  HISTORY     - Date     Condition        Report By
 EA1513  HISTORY     - 1982     MONUMENTED       NCGS
 EA1513  HISTORY     - 19921116 SEE DESCRIPTION  NCGS
 EA1513  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1513
 EA1513                          STATION DESCRIPTION
 EA1513
 EA1513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1513'3.5 MI WNW FROM SMYRNA.
 EA1513'1.7 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER,
 EA1513'ON LEFT ALONG PROPERTY LINE BETWEEN DYON AND GEORGE SIMPSON RESIDENCES
 EA1513'IN A PRIVATE GAS PUMP BASE, APPROXIMATELY 200 FEET NORTHWEST OF
 EA1513'T-INTERSECTION WITH SR 1324 (SOUTH), 156.0 FEET NORTH OF CENTERLINE OF
 EA1513'HIGHWAY AT DRIVEWAY ENTRANCE, 47.8 FEET EAST OF NORTHEAST CORNER OF
 EA1513'WHITE SHINGLE RESIDENCE AND 9.0 FEET SOUTHEAST OF 15-INCH PECAN TREE.
 EA1513'THE MARK IS 0.5 FT BELOW HIGHWAY.
 EA1513
 EA1513                          STATION RECOVERY (1992)
 EA1513
 EA1513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1513'BASE HAS BEEN MOVED ABOUT 75-FEET NORTHEAST FROM ORIGINAL LOCATION.
 EA1513'DISK SHOULD BE REMOVED.
 EA1513
 EA1513                          STATION RECOVERY (2003)
 EA1513
 EA1513'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1515 ***********************************************************************
 EA1515  DESIGNATION -  CAR 54
 EA1515  PID         -  EA1515
 EA1515  STATE/COUNTY-  NC/CARTERET
 EA1515  USGS QUAD   -  WILLISTON (1983)
 EA1515
 EA1515                         *CURRENT SURVEY CONTROL
 EA1515  ___________________________________________________________________
 EA1515* NAD 83(1986)-  34 46 16.     (N)    076 33 38.     (W)     SCALED    
 EA1515* NAVD 88     -         1.781  (meters)       5.84   (feet)  ADJUSTED  
 EA1515  ___________________________________________________________________
 EA1515  GEOID HEIGHT-         -37.58  (meters)                     GEOID03
 EA1515  DYNAMIC HT  -           1.780 (meters)       5.84  (feet)  COMP
 EA1515  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1515
 EA1515  VERT ORDER  -  SECOND    CLASS II
 EA1515
 EA1515.The horizontal coordinates were scaled from a topographic map and have
 EA1515.an estimated accuracy of +/- 6 seconds.
 EA1515
 EA1515.The orthometric height was determined by differential leveling
 EA1515.and adjusted in June 1991.
 EA1515
 EA1515.The geoid height was determined by GEOID03.
 EA1515
 EA1515.The dynamic height is computed by dividing the NAVD 88
 EA1515.geopotential number by the normal gravity value computed on the
 EA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1515.degrees latitude (g = 980.6199 gals.).
 EA1515
 EA1515.The modeled gravity was interpolated from observed gravity values.
 EA1515
 EA1515;                    North         East    Units  Estimated Accuracy
 EA1515;SPC NC       -   116,020.      832,870.      MT  (+/- 180 meters Scaled)
 EA1515
 EA1515                          SUPERSEDED SURVEY CONTROL
 EA1515
 EA1515.No superseded survey control is available for this station.
 EA1515
 EA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD571487(NAD 83)
 EA1515_MARKER: DB = BENCH MARK DISK
 EA1515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EA1515_SP_SET: WALKWAY
 EA1515_STAMPING: CAR 54 1982
 EA1515_MARK LOGO: NCGS  
 EA1515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1515+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 EA1515
 EA1515  HISTORY     - Date     Condition        Report By
 EA1515  HISTORY     - 1982     MONUMENTED       NCGS
 EA1515  HISTORY     - 20030501 GOOD             USPSQD
 EA1515  HISTORY     - 20050421 GOOD             USPSQD
 EA1515
 EA1515                          STATION DESCRIPTION
 EA1515
 EA1515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1515'2.0 MI WNW FROM SMYRNA.
 EA1515'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER
 EA1515'TO CROSSROADS IN COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR
 EA1515'0.35 MILE TO OTWAY CHRISTIAN CHURCH, IN WEST EDGE OF WALKWAY TO
 EA1515'EDUCATION BUILDING ENTRANCE AND ON PROLONGATION OF FRONT WALL OF
 EA1515'SANCTUARY, 40.0 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 4.0 FEET
 EA1515'NORTH-NORTHEAST OF NORTHEAST CORNER OF SANCTUARY AND 70.5 FEET SOUTH
 EA1515'OF NORTHEAST CORNER OF EDUCATION BUILDING.
 EA1515'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1515
 EA1515                          STATION RECOVERY (2003)
 EA1515
 EA1515'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1515'RECOVERED IN GOOD CONDITION.
 EA1515
 EA1515                          STATION RECOVERY (2005)
 EA1515
 EA1515'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1516 ***********************************************************************
 EA1516  DESIGNATION -  CAR 55
 EA1516  PID         -  EA1516
 EA1516  STATE/COUNTY-  NC/CARTERET
 EA1516  USGS QUAD   -  WILLISTON (1983)
 EA1516
 EA1516                         *CURRENT SURVEY CONTROL
 EA1516  ___________________________________________________________________
 EA1516* NAD 83(1986)-  34 45 46.     (N)    076 33 40.     (W)     SCALED    
 EA1516* NAVD 88     -         0.961  (meters)       3.15   (feet)  ADJUSTED  
 EA1516  ___________________________________________________________________
 EA1516  GEOID HEIGHT-         -37.58  (meters)                     GEOID03
 EA1516  DYNAMIC HT  -           0.960 (meters)       3.15  (feet)  COMP
 EA1516  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1516
 EA1516  VERT ORDER  -  SECOND    CLASS II
 EA1516
 EA1516.The horizontal coordinates were scaled from a topographic map and have
 EA1516.an estimated accuracy of +/- 6 seconds.
 EA1516
 EA1516.The orthometric height was determined by differential leveling
 EA1516.and adjusted in June 1991.
 EA1516
 EA1516.The geoid height was determined by GEOID03.
 EA1516
 EA1516.The dynamic height is computed by dividing the NAVD 88
 EA1516.geopotential number by the normal gravity value computed on the
 EA1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1516.degrees latitude (g = 980.6199 gals.).
 EA1516
 EA1516.The modeled gravity was interpolated from observed gravity values.
 EA1516
 EA1516;                    North         East    Units  Estimated Accuracy
 EA1516;SPC NC       -   115,090.      832,840.      MT  (+/- 180 meters Scaled)
 EA1516
 EA1516                          SUPERSEDED SURVEY CONTROL
 EA1516
 EA1516.No superseded survey control is available for this station.
 EA1516
 EA1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD571478(NAD 83)
 EA1516_MARKER: DB = BENCH MARK DISK
 EA1516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1516_SP_SET: RETAINING WALL
 EA1516_STAMPING: CAR 55 1982
 EA1516_MARK LOGO: NCGS  
 EA1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1516+STABILITY: SURFACE MOTION
 EA1516
 EA1516  HISTORY     - Date     Condition        Report By
 EA1516  HISTORY     - 1982     MONUMENTED       NCGS
 EA1516
 EA1516                          STATION DESCRIPTION
 EA1516
 EA1516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1516'1.9 MI NORTH FROM SMYRNA.
 EA1516'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER
 EA1516'TO CROSSROADS TO COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR
 EA1516'0.8 MILE TO SR 1333, THENCE SOUTH ALONG SR 1333 FOR 0.25 MILE TO
 EA1516'BRIDGE OVER NORTH LEOPARD CREEK, ON RIGHT IN RETIANING WALL FOR BOAT
 EA1516'RAMP, 10.5 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 45.6 FEET
 EA1516'WEST-SOUTHWEST OF CENTERLINE WOODEN BRIDGE, AND 43.4 FEET
 EA1516'NORTH-NORTHWEST OF POWER POLE WITH REFERENCE TAG.
 EA1516'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1517 ***********************************************************************
 EA1517  DESIGNATION -  CAR 56
 EA1517  PID         -  EA1517
 EA1517  STATE/COUNTY-  NC/CARTERET
 EA1517  USGS QUAD   -  WILLISTON (1983)
 EA1517
 EA1517                         *CURRENT SURVEY CONTROL
 EA1517  ___________________________________________________________________
 EA1517* NAD 83(1986)-  34 45 08.     (N)    076 34 11.     (W)     SCALED    
 EA1517* NAVD 88     -         1.702  (meters)       5.58   (feet)  ADJUSTED  
 EA1517  ___________________________________________________________________
 EA1517  GEOID HEIGHT-         -37.56  (meters)                     GEOID03
 EA1517  DYNAMIC HT  -           1.701 (meters)       5.58  (feet)  COMP
 EA1517  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1517
 EA1517  VERT ORDER  -  SECOND    CLASS II
 EA1517
 EA1517.The horizontal coordinates were scaled from a topographic map and have
 EA1517.an estimated accuracy of +/- 6 seconds.
 EA1517
 EA1517.The orthometric height was determined by differential leveling
 EA1517.and adjusted in June 1991.
 EA1517
 EA1517.The geoid height was determined by GEOID03.
 EA1517
 EA1517.The dynamic height is computed by dividing the NAVD 88
 EA1517.geopotential number by the normal gravity value computed on the
 EA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1517.degrees latitude (g = 980.6199 gals.).
 EA1517
 EA1517.The modeled gravity was interpolated from observed gravity values.
 EA1517
 EA1517;                    North         East    Units  Estimated Accuracy
 EA1517;SPC NC       -   113,900.      832,080.      MT  (+/- 180 meters Scaled)
 EA1517
 EA1517                          SUPERSEDED SURVEY CONTROL
 EA1517
 EA1517.No superseded survey control is available for this station.
 EA1517
 EA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD563466(NAD 83)
 EA1517_MARKER: DB = BENCH MARK DISK
 EA1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1517_SP_SET: CONCRETE POST
 EA1517_STAMPING: CAR 56 1982
 EA1517_MARK LOGO: NCGS  
 EA1517_PROJECTION: PROJECTING 5 CENTIMETERS
 EA1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1517+STABILITY: SURFACE MOTION
 EA1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1517+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 EA1517
 EA1517  HISTORY     - Date     Condition        Report By
 EA1517  HISTORY     - 1982     MONUMENTED       NCGS
 EA1517  HISTORY     - 20030502 GOOD             USPSQD
 EA1517  HISTORY     - 20050421 GOOD             USPSQD
 EA1517
 EA1517                          STATION DESCRIPTION
 EA1517
 EA1517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1517'2.5 MI WSW FROM SMYRNA.
 EA1517'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER
 EA1517'TO CROSSROADS IN COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR
 EA1517'0.8 MILE TO SR 1333, THENCE SOUTH ALONG SR 1333 FOR 1.15 MILE TO GRASS
 EA1517'DRIVE TO SMALL CEMETARY (GILLIKIN), BESIDE A FENCE CORNER POST, 37.8
 EA1517'FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 22.0 FEET NORTH OF SOUTH
 EA1517'END OF CULVERT UNDER A DRIVE TO CEMETERY AND FIELD, 1.0 FEET
 EA1517'NORTH-NORTHWEST OF CORNER FENCE POST WITH REFERENCE TAG AND 66.3 FEET
 EA1517'SOUTHEAST OF --WENDY L. GILLIKIN-- HEADSTONE.
 EA1517'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1517
 EA1517                          STATION RECOVERY (2003)
 EA1517
 EA1517'RECOVERY NOTE BY US POWER SQUADRON 2003
 EA1517'RECOVERED IN GOOD CONDITION.
 EA1517
 EA1517                          STATION RECOVERY (2005)
 EA1517
 EA1517'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1518 ***********************************************************************
 EA1518  DESIGNATION -  CAR 57
 EA1518  PID         -  EA1518
 EA1518  STATE/COUNTY-  NC/CARTERET
 EA1518  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1518
 EA1518                         *CURRENT SURVEY CONTROL
 EA1518  ___________________________________________________________________
 EA1518* NAD 83(1986)-  34 44 23.     (N)    076 34 28.     (W)     SCALED    
 EA1518* NAVD 88     -         1.136  (meters)       3.73   (feet)  ADJUSTED  
 EA1518  ___________________________________________________________________
 EA1518  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1518  DYNAMIC HT  -           1.135 (meters)       3.72  (feet)  COMP
 EA1518  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1518
 EA1518  VERT ORDER  -  SECOND    CLASS II
 EA1518
 EA1518.The horizontal coordinates were scaled from a topographic map and have
 EA1518.an estimated accuracy of +/- 6 seconds.
 EA1518
 EA1518.The orthometric height was determined by differential leveling
 EA1518.and adjusted in June 1991.
 EA1518
 EA1518.The geoid height was determined by GEOID03.
 EA1518
 EA1518.The dynamic height is computed by dividing the NAVD 88
 EA1518.geopotential number by the normal gravity value computed on the
 EA1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1518.degrees latitude (g = 980.6199 gals.).
 EA1518
 EA1518.The modeled gravity was interpolated from observed gravity values.
 EA1518
 EA1518;                    North         East    Units  Estimated Accuracy
 EA1518;SPC NC       -   112,500.      831,680.      MT  (+/- 180 meters Scaled)
 EA1518
 EA1518                          SUPERSEDED SURVEY CONTROL
 EA1518
 EA1518.No superseded survey control is available for this station.
 EA1518
 EA1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD558453(NAD 83)
 EA1518_MARKER: DB = BENCH MARK DISK
 EA1518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1518_SP_SET: HEADWALL
 EA1518_STAMPING: CAR 57 1982
 EA1518_MARK LOGO: NCGS  
 EA1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1518+STABILITY: SURFACE MOTION
 EA1518
 EA1518  HISTORY     - Date     Condition        Report By
 EA1518  HISTORY     - 1982     MONUMENTED       NCGS
 EA1518  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 EA1518  HISTORY     - 20050421 MARK NOT FOUND   USPSQD
 EA1518
 EA1518                          STATION DESCRIPTION
 EA1518
 EA1518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1518'3.0 MI WSW FROM SMYRNA.
 EA1518'3.15 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER
 EA1518'TO CROSSROADS IN COMMUNITY OF OTWAY, THENCE SOUTH ALONG SR 1331 FOR
 EA1518'0.8 MILE TO SR 1333, THENCE SOUTH ALONG SR 1333 FOR 2.0 MILES ON LEFT,
 EA1518'IN EAST HEADWALL, 0.9 MILE NORTH FROM T-INTERSECTION WITH SR 1335 IN
 EA1518'COMMUNITY OF STRAITS, 18.6 FEET EAST OF CENTERLINE OF ROAD, AND 15.0
 EA1518'FEET SOUTH OF CENTER OF MIDDLE METAL CULVERT.
 EA1518'THE MARK IS ABOVE LEVEL WITH ROAD.
 EA1518
 EA1518                          STATION RECOVERY (2003)
 EA1518
 EA1518'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1518'MARK NOT FOUND.
 EA1518
 EA1518                          STATION RECOVERY (2005)
 EA1518
 EA1518'RECOVERY NOTE BY US POWER SQUADRON 2005 (KGD)
 EA1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1520 ***********************************************************************
 EA1520  DESIGNATION -  CAR 58
 EA1520  PID         -  EA1520
 EA1520  STATE/COUNTY-  NC/CARTERET
 EA1520  USGS QUAD   -  HARKERS ISLAND (1983)
 EA1520
 EA1520                         *CURRENT SURVEY CONTROL
 EA1520  ___________________________________________________________________
 EA1520* NAD 83(1986)-  34 43 15.     (N)    076 34 32.     (W)     SCALED    
 EA1520* NAVD 88     -         1.074  (meters)       3.52   (feet)  ADJUSTED  
 EA1520  ___________________________________________________________________
 EA1520  GEOID HEIGHT-         -37.55  (meters)                     GEOID03
 EA1520  DYNAMIC HT  -           1.073 (meters)       3.52  (feet)  COMP
 EA1520  MODELED GRAV-     979,719.7   (mgal)                       NAVD 88
 EA1520
 EA1520  VERT ORDER  -  SECOND    CLASS II
 EA1520
 EA1520.The horizontal coordinates were scaled from a topographic map and have
 EA1520.an estimated accuracy of +/- 6 seconds.
 EA1520
 EA1520.The orthometric height was determined by differential leveling
 EA1520.and adjusted in June 1991.
 EA1520
 EA1520.The geoid height was determined by GEOID03.
 EA1520
 EA1520.The dynamic height is computed by dividing the NAVD 88
 EA1520.geopotential number by the normal gravity value computed on the
 EA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1520.degrees latitude (g = 980.6199 gals.).
 EA1520
 EA1520.The modeled gravity was interpolated from observed gravity values.
 EA1520
 EA1520;                    North         East    Units  Estimated Accuracy
 EA1520;SPC NC       -   110,410.      831,630.      MT  (+/- 180 meters Scaled)
 EA1520
 EA1520                          SUPERSEDED SURVEY CONTROL
 EA1520
 EA1520.No superseded survey control is available for this station.
 EA1520
 EA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD557432(NAD 83)
 EA1520_MARKER: DB = BENCH MARK DISK
 EA1520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1520_SP_SET: RETAINING WALL
 EA1520_STAMPING: CAR 58 1982
 EA1520_MARK LOGO: NCGS  
 EA1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1520+STABILITY: SURFACE MOTION
 EA1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1520+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA1520
 EA1520  HISTORY     - Date     Condition        Report By
 EA1520  HISTORY     - 1982     MONUMENTED       NCGS
 EA1520  HISTORY     - 1985     GOOD             USPSQD
 EA1520  HISTORY     - 20030501 GOOD             USPSQD
 EA1520  HISTORY     - 20041019 GOOD             USPSQD
 EA1520  HISTORY     - 20051031 GOOD             USPSQD
 EA1520  HISTORY     - 20061212 GOOD             USPSQD
 EA1520
 EA1520                          STATION DESCRIPTION
 EA1520
 EA1520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1520'2.1 MI NNW FROM HARKERS ISLAND.
 EA1520'AT THE NORTH END OF THE NORTHERNMOST OF TWO BRIDGES OVER THE STRAITS,
 EA1520'IN THE NORTH END OF A RETAINING WALL OPPOSITE AND BELOW THE NORTHWEST
 EA1520'WINGWALL, 39.0 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD, 24.0 FEET
 EA1520'WEST-NORTHWEST OF NORTHWEST CORNER OF BRIDGE, AND 3.0 FEET SOUTH OF
 EA1520'NORTH END OF RETAINING WALL.
 EA1520'THE MARK IS 3.5 FT BELOW ROAD.
 EA1520
 EA1520                          STATION RECOVERY (1985)
 EA1520
 EA1520'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1520'RECOVERED IN GOOD CONDITION.
 EA1520
 EA1520                          STATION RECOVERY (2003)
 EA1520
 EA1520'RECOVERY NOTE BY US POWER SQUADRON 2003 (KGJ)
 EA1520'RECOVERED IN GOOD CONDITION.
 EA1520
 EA1520                          STATION RECOVERY (2004)
 EA1520
 EA1520'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 EA1520'RECOVERED IN GOOD CONDITION.
 EA1520
 EA1520                          STATION RECOVERY (2005)
 EA1520
 EA1520'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1520'RECOVERED IN GOOD CONDITION.
 EA1520
 EA1520                          STATION RECOVERY (2006)
 EA1520
 EA1520'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1514 ***********************************************************************
 EA1514  DESIGNATION -  CAR 59
 EA1514  PID         -  EA1514
 EA1514  STATE/COUNTY-  NC/CARTERET
 EA1514  USGS QUAD   -  WILLISTON (1983)
 EA1514
 EA1514                         *CURRENT SURVEY CONTROL
 EA1514  ___________________________________________________________________
 EA1514* NAD 83(2007)-  34 46 50.66145(N)    076 34 28.09757(W)     ADJUSTED  
 EA1514* NAVD 88     -         0.733  (meters)       2.40   (feet)  ADJUSTED  
 EA1514  ___________________________________________________________________
 EA1514  EPOCH DATE  -        2002.00
 EA1514  X           -   1,217,630.830 (meters)                     COMP
 EA1514  Y           -  -5,100,996.604 (meters)                     COMP
 EA1514  Z           -   3,617,893.808 (meters)                     COMP
 EA1514  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 EA1514  ELLIP HEIGHT-         -36.841 (meters)          (02/10/07) ADJUSTED
 EA1514  GEOID HEIGHT-         -37.57  (meters)                     GEOID03
 EA1514  DYNAMIC HT  -           0.733 (meters)       2.40  (feet)  COMP
 EA1514
 EA1514  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1514  Type    PID    Designation                      North   East  Ellip
 EA1514  -------------------------------------------------------------------
 EA1514  NETWORK EA1514 CAR 59                            0.76   0.73   1.53
 EA1514  -------------------------------------------------------------------
 EA1514  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 EA1514
 EA1514  VERT ORDER  -  SECOND    CLASS II
 EA1514
 EA1514.The horizontal coordinates were established by GPS observations
 EA1514.and adjusted by the National Geodetic Survey in February 2007.
 EA1514
 EA1514.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1514.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1514.The horizontal coordinates are valid at the epoch date displayed above.
 EA1514.The epoch date for horizontal control is a decimal equivalence
 EA1514.of Year/Month/Day.
 EA1514
 EA1514.The orthometric height was determined by differential leveling
 EA1514.and adjusted in June 1991.
 EA1514
 EA1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1514
 EA1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1514
 EA1514.The ellipsoidal height was determined by GPS observations
 EA1514.and is referenced to NAD 83.
 EA1514
 EA1514.The geoid height was determined by GEOID03.
 EA1514
 EA1514.The dynamic height is computed by dividing the NAVD 88
 EA1514.geopotential number by the normal gravity value computed on the
 EA1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1514.degrees latitude (g = 980.6199 gals.).
 EA1514
 EA1514.The modeled gravity was interpolated from observed gravity values.
 EA1514
 EA1514;                    North         East     Units Scale Factor Converg.
 EA1514;SPC NC       -   117,052.648   831,569.371   MT  0.99990616   +1 23 59.8
 EA1514;SPC NC       -   384,030.23  2,728,240.51   sFT  0.99990616   +1 23 59.8
 EA1514;UTM  18      - 3,849,857.610   355,938.287   MT  0.99985580   -0 53 53.9
 EA1514
 EA1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1514!SPC NC       -   1.00000578  x   0.99990616  =   0.99991194
 EA1514!UTM  18      -   1.00000578  x   0.99985580  =   0.99986158
 EA1514
 EA1514                          SUPERSEDED SURVEY CONTROL
 EA1514
 EA1514  NAD 83(2001)-  34 46 50.66170(N)    076 34 28.09706(W) AD(       ) 1
 EA1514  ELLIP H (03/13/03)  -36.839  (m)                       GP(       ) 4 2
 EA1514  NAD 83(1986)-  34 46 50.67194(N)    076 34 28.10511(W) AD(       ) 1
 EA1514  NAVD 88 (03/18/97)    0.73   (m)            2.4    (f) LEVELING    3  
 EA1514
 EA1514.Superseded values are not recommended for survey control.
 EA1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1514.See file dsdata.txt to determine how the superseded data were derived.
 EA1514
 EA1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5593849858(NAD 83)
 EA1514_MARKER: DB = BENCH MARK DISK
 EA1514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1514_SP_SET: RETAINING WALL
 EA1514_STAMPING: CAR 59 1982
 EA1514_MARK LOGO: NCGS  
 EA1514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1514+STABILITY: SURFACE MOTION
 EA1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1514+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 EA1514
 EA1514  HISTORY     - Date     Condition        Report By
 EA1514  HISTORY     - 1982     MONUMENTED       NCGS
 EA1514  HISTORY     - 1985     GOOD             USPSQD
 EA1514  HISTORY     - 19921116 GOOD             NCGS
 EA1514  HISTORY     - 20061212 GOOD             USPSQD
 EA1514
 EA1514                          STATION DESCRIPTION
 EA1514
 EA1514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1514'3.0 MI WNW FROM SMYRNA.
 EA1514'2.3 MILES EAST ALONG US 70 FROM EAST END OF BRIDGE OVER NORTH RIVER TO
 EA1514'BRIDGE OVER WARD CREEK, IN EAST END OF A RETAINING WALL, OPPOSITE AND
 EA1514'BELOW SOUTHWEST WINGWALL, 1.0 MILE WEST OF CROSSROADS IN OTWAY
 EA1514'COMMUNITY, 43.0 FEET SOUTH OF CENTERLINE OF HIGHWAY, 24.5 FEET
 EA1514'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF BRIDGE, AND 9.0 FEET EAST OF
 EA1514'WEST END OF RETAINING WALL.
 EA1514'THE MARK IS 6.0 FT BELOW BRIDGE.
 EA1514
 EA1514                          STATION RECOVERY (1985)
 EA1514
 EA1514'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1514'RECOVERED IN GOOD CONDITION.
 EA1514
 EA1514                          STATION RECOVERY (1992)
 EA1514
 EA1514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1514'RECOVERED AS DESCRIBED.
 EA1514
 EA1514                          STATION RECOVERY (2006)
 EA1514
 EA1514'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 EA1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1351 ***********************************************************************
 EA1351  DESIGNATION -  CAR 6
 EA1351  PID         -  EA1351
 EA1351  STATE/COUNTY-  NC/CARTERET
 EA1351  USGS QUAD   -  MASONTOWN (1994)
 EA1351
 EA1351                         *CURRENT SURVEY CONTROL
 EA1351  ___________________________________________________________________
 EA1351* NAD 83(1986)-  34 50 04.     (N)    076 59 21.     (W)     SCALED    
 EA1351* NAVD 88     -        12.456  (meters)      40.87   (feet)  ADJUSTED  
 EA1351  ___________________________________________________________________
 EA1351  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 EA1351  DYNAMIC HT  -          12.444 (meters)      40.83  (feet)  COMP
 EA1351  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 EA1351
 EA1351  VERT ORDER  -  SECOND    CLASS II
 EA1351
 EA1351.The horizontal coordinates were scaled from a topographic map and have
 EA1351.an estimated accuracy of +/- 6 seconds.
 EA1351
 EA1351.The orthometric height was determined by differential leveling
 EA1351.and adjusted in June 1991.
 EA1351
 EA1351.The geoid height was determined by GEOID03.
 EA1351
 EA1351.The dynamic height is computed by dividing the NAVD 88
 EA1351.geopotential number by the normal gravity value computed on the
 EA1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1351.degrees latitude (g = 980.6199 gals.).
 EA1351
 EA1351.The modeled gravity was interpolated from observed gravity values.
 EA1351
 EA1351;                    North         East    Units  Estimated Accuracy
 EA1351;SPC NC       -   122,160.      793,500.      MT  (+/- 180 meters Scaled)
 EA1351
 EA1351                          SUPERSEDED SURVEY CONTROL
 EA1351
 EA1351.No superseded survey control is available for this station.
 EA1351
 EA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD181564(NAD 83)
 EA1351_MARKER: DB = BENCH MARK DISK
 EA1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EA1351_SP_SET: TREE
 EA1351_STAMPING: CAR 6 1979
 EA1351_MARK LOGO: NCGS  
 EA1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EA1351
 EA1351  HISTORY     - Date     Condition        Report By
 EA1351  HISTORY     - 1979     MONUMENTED       NCGS
 EA1351
 EA1351                          STATION DESCRIPTION
 EA1351
 EA1351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1351'5.7 MI WSW FROM HAVELOCK.
 EA1351'2.4 MILES WESTERLY ALONG US GOVERNMENT RAILROAD FROM THE GRADE
 EA1351'CROSSING OF SR 1756 (ABOUT 3 MILES SOUTHWEST OF HAVELOCK), ON LEFT SET
 EA1351'VERTICAL IN NORTH FACE OF 16-INCH PINE, 0.4 MILE EAST-NORTHEAST OF
 EA1351'MILE POST NO 24, 51.3 FEET SOUTH-SOUTHEAST OF SOUTH RAIL, 11.9 FEET
 EA1351'SOUTHWEST OF AN 8-INCH GUM WITH REFERENCE TAG AND 24.8 FEET NORTHEAST
 EA1351'OF 10-INCH GUM WITH REFERENCE TAG, AND ABOUT 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1524 ***********************************************************************
 EA1524  DESIGNATION -  CAR 60
 EA1524  PID         -  EA1524
 EA1524  STATE/COUNTY-  NC/CARTERET
 EA1524  USGS QUAD   -  WILLISTON (1983)
 EA1524
 EA1524                         *CURRENT SURVEY CONTROL
 EA1524  ___________________________________________________________________
 EA1524* NAD 83(1986)-  34 46 49.     (N)    076 30 48.     (W)     SCALED    
 EA1524* NAVD 88     -         1.250  (meters)       4.10   (feet)  ADJUSTED  
 EA1524  ___________________________________________________________________
 EA1524  GEOID HEIGHT-         -37.65  (meters)                     GEOID03
 EA1524  DYNAMIC HT  -           1.249 (meters)       4.10  (feet)  COMP
 EA1524  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1524
 EA1524  VERT ORDER  -  SECOND    CLASS II
 EA1524
 EA1524.The horizontal coordinates were scaled from a topographic map and have
 EA1524.an estimated accuracy of +/- 6 seconds.
 EA1524
 EA1524.The orthometric height was determined by differential leveling
 EA1524.and adjusted in June 1991.
 EA1524
 EA1524.The geoid height was determined by GEOID03.
 EA1524
 EA1524.The dynamic height is computed by dividing the NAVD 88
 EA1524.geopotential number by the normal gravity value computed on the
 EA1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1524.degrees latitude (g = 980.6199 gals.).
 EA1524
 EA1524.The modeled gravity was interpolated from observed gravity values.
 EA1524
 EA1524;                    North         East    Units  Estimated Accuracy
 EA1524;SPC NC       -   117,140.      837,160.      MT  (+/- 180 meters Scaled)
 EA1524
 EA1524                          SUPERSEDED SURVEY CONTROL
 EA1524
 EA1524.No superseded survey control is available for this station.
 EA1524
 EA1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD615497(NAD 83)
 EA1524_MARKER: DB = BENCH MARK DISK
 EA1524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1524_SP_SET: HEADWALL
 EA1524_STAMPING: CAR 60 1982
 EA1524_MARK LOGO: NCGS  
 EA1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1524+STABILITY: SURFACE MOTION
 EA1524
 EA1524  HISTORY     - Date     Condition        Report By
 EA1524  HISTORY     - 1982     MONUMENTED       NCGS
 EA1524  HISTORY     - 1985     GOOD             USPSQD
 EA1524
 EA1524                          STATION DESCRIPTION
 EA1524
 EA1524'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1524'IN WILLISTON.
 EA1524'IN WILLISTON, 0.5 MILE SOUTHWEST ALONG US 70 FROM BRIDGE OVER
 EA1524'WILLISTON CREEK, IN SOUTHEAST HEADWALL OF SMALL CULVERT UNDER HIGHWAY
 EA1524'AND 0.2 MILE SOUTHWEST OF T-INTERSECTION WITH SR 1354, 26.5 FEET
 EA1524'SOUTHEAST OF CENTERLINE OF HIGHWAY, 53.5 FEET SOUTHWEST OF CENTERLINE
 EA1524'OF DRIVE, 21.3 FEET WEST OF POWER POLE (321) WITH TRANSFORMER AND TAG,
 EA1524'AND 1.4 FEET SOUTHWEST OF NORTH END OF HEADWALL.
 EA1524'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1524
 EA1524                          STATION RECOVERY (1985)
 EA1524
 EA1524'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1525 ***********************************************************************
 EA1525  DESIGNATION -  CAR 61
 EA1525  PID         -  EA1525
 EA1525  STATE/COUNTY-  NC/CARTERET
 EA1525  USGS QUAD   -  WILLISTON (1983)
 EA1525
 EA1525                         *CURRENT SURVEY CONTROL
 EA1525  ___________________________________________________________________
 EA1525* NAD 83(1986)-  34 47 45.     (N)    076 30 15.     (W)     SCALED    
 EA1525* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 EA1525  ___________________________________________________________________
 EA1525  GEOID HEIGHT-         -37.66  (meters)                     GEOID03
 EA1525  DYNAMIC HT  -           0.987 (meters)       3.24  (feet)  COMP
 EA1525  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 EA1525
 EA1525  VERT ORDER  -  SECOND    CLASS II
 EA1525
 EA1525.The horizontal coordinates were scaled from a topographic map and have
 EA1525.an estimated accuracy of +/- 6 seconds.
 EA1525
 EA1525.The orthometric height was determined by differential leveling
 EA1525.and adjusted in June 1991.
 EA1525
 EA1525.The geoid height was determined by GEOID03.
 EA1525
 EA1525.The dynamic height is computed by dividing the NAVD 88
 EA1525.geopotential number by the normal gravity value computed on the
 EA1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1525.degrees latitude (g = 980.6199 gals.).
 EA1525
 EA1525.The modeled gravity was interpolated from observed gravity values.
 EA1525
 EA1525;                    North         East    Units  Estimated Accuracy
 EA1525;SPC NC       -   118,890.      837,960.      MT  (+/- 180 meters Scaled)
 EA1525
 EA1525                          SUPERSEDED SURVEY CONTROL
 EA1525
 EA1525.No superseded survey control is available for this station.
 EA1525
 EA1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD623514(NAD 83)
 EA1525_MARKER: DB = BENCH MARK DISK
 EA1525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1525_SP_SET: HEADWALL
 EA1525_STAMPING: CAR 61 1982
 EA1525_MARK LOGO: NCGS  
 EA1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1525+STABILITY: SURFACE MOTION
 EA1525
 EA1525  HISTORY     - Date     Condition        Report By
 EA1525  HISTORY     - 1982     MONUMENTED       NCGS
 EA1525  HISTORY     - 1985     GOOD             USPSQD
 EA1525
 EA1525                          STATION DESCRIPTION
 EA1525
 EA1525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1525'IN WILLISTON.
 EA1525'IN WILLISTON, 0.8 MILE NORTH ALONG US 70 FROM CENTER OF BRIDGE OVER
 EA1525'WILLISTON CREEK, IN NORTHWEST HEADWALL OF SMALL CULVERT UNDER HIGHWAY,
 EA1525'0.45 MILE NORTH OF POST OFFICE, 20.8 FEET NORTHWEST OF CENTERLINE OF
 EA1525'HIGHWAY, 36.2 FEET NORTHEAST OF CENTERLINE OF CONCRETE DRIVE, 86.5
 EA1525'FEET EAST-SOUTHEAST OF EASTERNMOST CORNER OF BRICK RESIDENCE AT
 EA1525'GARAGE, 16.0 FEET SOUTH-SOUTHWEST OF SERVICE POLE WITH REFERENCE TAG
 EA1525'AND 2.2 FEET SOUTHWEST OF NORTH END OF HEADWALL.
 EA1525'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1525
 EA1525                          STATION RECOVERY (1985)
 EA1525
 EA1525'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1526 ***********************************************************************
 EA1526  DESIGNATION -  CAR 62
 EA1526  PID         -  EA1526
 EA1526  STATE/COUNTY-  NC/CARTERET
 EA1526  USGS QUAD   -  DAVIS (1983)
 EA1526
 EA1526                         *CURRENT SURVEY CONTROL
 EA1526  ___________________________________________________________________
 EA1526* NAD 83(1986)-  34 48 04.     (N)    076 28 01.     (W)     SCALED    
 EA1526* NAVD 88     -         0.607  (meters)       1.99   (feet)  ADJUSTED  
 EA1526  ___________________________________________________________________
 EA1526  GEOID HEIGHT-         -37.70  (meters)                     GEOID03
 EA1526  DYNAMIC HT  -           0.607 (meters)       1.99  (feet)  COMP
 EA1526  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1526
 EA1526  VERT ORDER  -  SECOND    CLASS II
 EA1526
 EA1526.The horizontal coordinates were scaled from a topographic map and have
 EA1526.an estimated accuracy of +/- 6 seconds.
 EA1526
 EA1526.The orthometric height was determined by differential leveling
 EA1526.and adjusted in June 1991.
 EA1526
 EA1526.The geoid height was determined by GEOID03.
 EA1526
 EA1526.The dynamic height is computed by dividing the NAVD 88
 EA1526.geopotential number by the normal gravity value computed on the
 EA1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1526.degrees latitude (g = 980.6199 gals.).
 EA1526
 EA1526.The modeled gravity was interpolated from observed gravity values.
 EA1526
 EA1526;                    North         East    Units  Estimated Accuracy
 EA1526;SPC NC       -   119,560.      841,350.      MT  (+/- 180 meters Scaled)
 EA1526
 EA1526                          SUPERSEDED SURVEY CONTROL
 EA1526
 EA1526.No superseded survey control is available for this station.
 EA1526
 EA1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD658519(NAD 83)
 EA1526_MARKER: DB = BENCH MARK DISK
 EA1526_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA1526_SP_SET: SIGN FOUNDATION
 EA1526_STAMPING: CAR 62 1982
 EA1526_MARK LOGO: NCGS  
 EA1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1526+STABILITY: SURFACE MOTION
 EA1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1526+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 EA1526
 EA1526  HISTORY     - Date     Condition        Report By
 EA1526  HISTORY     - 1982     MONUMENTED       NCGS
 EA1526  HISTORY     - 20030203 GOOD             USPSQD
 EA1526
 EA1526                          STATION DESCRIPTION
 EA1526
 EA1526'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1526'IN DAVIS.
 EA1526'IN DAVIS, 0.45 MILE WEST ALONG US 70 FROM CROSSROADS TO
 EA1526'DAVIS ORIGINAL FREE WILL BAPTIST CHURCH, IN CENTER OF WEST EDGE OF
 EA1526'CONCRETE FOOTING FOR BRICK CHURCH SIGN AND ON PROLONGATION OF WEST
 EA1526'WALL OF CHURCH, 58.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF HIGHWAY,
 EA1526'77.0 FEET WEST OF WESTERNMOST END OF CULVERT OF DRIVE AND 79.0 FEET
 EA1526'NORTH-NORTHEAST OF NORTHWEST CORNER OF CHURCH.
 EA1526'THE MARK IS 1.0 FT BELOW HIGHWAY.
 EA1526
 EA1526                          STATION RECOVERY (2003)
 EA1526
 EA1526'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1527 ***********************************************************************
 EA1527  DESIGNATION -  CAR 63
 EA1527  PID         -  EA1527
 EA1527  STATE/COUNTY-  NC/CARTERET
 EA1527  USGS QUAD   -  DAVIS (1983)
 EA1527
 EA1527                         *CURRENT SURVEY CONTROL
 EA1527  ___________________________________________________________________
 EA1527* NAD 83(1986)-  34 47 52.     (N)    076 27 35.     (W)     SCALED    
 EA1527* NAVD 88     -         1.014  (meters)       3.33   (feet)  ADJUSTED  
 EA1527  ___________________________________________________________________
 EA1527  GEOID HEIGHT-         -37.71  (meters)                     GEOID03
 EA1527  DYNAMIC HT  -           1.013 (meters)       3.32  (feet)  COMP
 EA1527  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 EA1527
 EA1527  VERT ORDER  -  SECOND    CLASS II
 EA1527
 EA1527.The horizontal coordinates were scaled from a topographic map and have
 EA1527.an estimated accuracy of +/- 6 seconds.
 EA1527
 EA1527.The orthometric height was determined by differential leveling
 EA1527.and adjusted in June 1991.
 EA1527
 EA1527.The geoid height was determined by GEOID03.
 EA1527
 EA1527.The dynamic height is computed by dividing the NAVD 88
 EA1527.geopotential number by the normal gravity value computed on the
 EA1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1527.degrees latitude (g = 980.6199 gals.).
 EA1527
 EA1527.The modeled gravity was interpolated from observed gravity values.
 EA1527
 EA1527;                    North         East    Units  Estimated Accuracy
 EA1527;SPC NC       -   119,210.      842,020.      MT  (+/- 180 meters Scaled)
 EA1527
 EA1527                          SUPERSEDED SURVEY CONTROL
 EA1527
 EA1527.No superseded survey control is available for this station.
 EA1527
 EA1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD664515(NAD 83)
 EA1527_MARKER: DB = BENCH MARK DISK
 EA1527_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EA1527_SP_SET: CONCRETE BASE
 EA1527_STAMPING: CAR 63 1982
 EA1527_MARK LOGO: NCGS  
 EA1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1527+STABILITY: SURFACE MOTION
 EA1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1527+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 EA1527
 EA1527  HISTORY     - Date     Condition        Report By
 EA1527  HISTORY     - 1982     MONUMENTED       NCGS
 EA1527  HISTORY     - 20030203 GOOD             USPSQD
 EA1527
 EA1527                          STATION DESCRIPTION
 EA1527
 EA1527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1527'IN DAVIS.
 EA1527'IN DAVIS, IN SOUTHWEST QUADRANT OF CROSSROADS (WHERE US 70 MAKES 90
 EA1527'DEGREE BEND) IN CONCRETE BASE OF EXXON SIGN OF JOHN DAVIS STORE, 94.0
 EA1527'FEET SOUTHWEST OF CENTERLINE CROSSROADS, 33.5 FEET WEST OF CENTERLINE
 EA1527'OF SR 1363, 40.0 FEET SOUTH OF NORTHEAST CORNER OF STORE, AND 37.5
 EA1527'FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF STORE.
 EA1527'THE MARK IS ABOVE LEVEL WITH CROSSROADS.
 EA1527
 EA1527                          STATION RECOVERY (2003)
 EA1527
 EA1527'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1527'STORE IS NOW GROVER'S COUNTRY STORE AND DELI. EXXON SIGN IS GONE BUT
 EA1527'BASE REMAINS WITH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1528 ***********************************************************************
 EA1528  DESIGNATION -  CAR 64
 EA1528  PID         -  EA1528
 EA1528  STATE/COUNTY-  NC/CARTERET
 EA1528  USGS QUAD   -  DAVIS (1983)
 EA1528
 EA1528                         *CURRENT SURVEY CONTROL
 EA1528  ___________________________________________________________________
 EA1528* NAD 83(1986)-  34 49 11.     (N)    076 27 02.     (W)     SCALED    
 EA1528* NAVD 88     -         2.736  (meters)       8.98   (feet)  ADJUSTED  
 EA1528  ___________________________________________________________________
 EA1528  GEOID HEIGHT-         -37.72  (meters)                     GEOID03
 EA1528  DYNAMIC HT  -           2.734 (meters)       8.97  (feet)  COMP
 EA1528  MODELED GRAV-     979,720.5   (mgal)                       NAVD 88
 EA1528
 EA1528  VERT ORDER  -  SECOND    CLASS II
 EA1528
 EA1528.The horizontal coordinates were scaled from a topographic map and have
 EA1528.an estimated accuracy of +/- 6 seconds.
 EA1528
 EA1528.The orthometric height was determined by differential leveling
 EA1528.and adjusted in June 1991.
 EA1528
 EA1528.The geoid height was determined by GEOID03.
 EA1528
 EA1528.The dynamic height is computed by dividing the NAVD 88
 EA1528.geopotential number by the normal gravity value computed on the
 EA1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1528.degrees latitude (g = 980.6199 gals.).
 EA1528
 EA1528.The modeled gravity was interpolated from observed gravity values.
 EA1528
 EA1528;                    North         East    Units  Estimated Accuracy
 EA1528;SPC NC       -   121,660.      842,800.      MT  (+/- 180 meters Scaled)
 EA1528
 EA1528                          SUPERSEDED SURVEY CONTROL
 EA1528
 EA1528.No superseded survey control is available for this station.
 EA1528
 EA1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD673540(NAD 83)
 EA1528_MARKER: DB = BENCH MARK DISK
 EA1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1528_SP_SET: WINGWALL
 EA1528_STAMPING: CAR 64 1982
 EA1528_MARK LOGO: NCGS  
 EA1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1528+STABILITY: SURFACE MOTION
 EA1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1528+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 EA1528
 EA1528  HISTORY     - Date     Condition        Report By
 EA1528  HISTORY     - 1982     MONUMENTED       NCGS
 EA1528  HISTORY     - 1985     GOOD             USPSQD
 EA1528  HISTORY     - 20030203 GOOD             USPSQD
 EA1528
 EA1528                          STATION DESCRIPTION
 EA1528
 EA1528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1528'1.65 MI NORTH FROM DAVIS.
 EA1528'1.65 MILES NORTH ALONG US 70 FROM CROSSROADS IN COMMUNITY OF DAVIS, TO
 EA1528'BRIDGE OVER OYSTER CREEK, IN NORTHEAST WINGWALL, 23.0 FEET EAST OF
 EA1528'CENTERLINE OF HIGHWAY AND 4.0 FEET WEST OF EAST END OF WINGWALL.
 EA1528'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 EA1528
 EA1528                          STATION RECOVERY (1985)
 EA1528
 EA1528'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1528'RECOVERED IN GOOD CONDITION.
 EA1528
 EA1528                          STATION RECOVERY (2003)
 EA1528
 EA1528'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1530 ***********************************************************************
 EA1530  DESIGNATION -  CAR 65
 EA1530  PID         -  EA1530
 EA1530  STATE/COUNTY-  NC/CARTERET
 EA1530  USGS QUAD   -  DAVIS (1983)
 EA1530
 EA1530                         *CURRENT SURVEY CONTROL
 EA1530  ___________________________________________________________________
 EA1530* NAD 83(1986)-  34 50 06.     (N)    076 25 45.     (W)     SCALED    
 EA1530* NAVD 88     -         2.242  (meters)       7.36   (feet)  ADJUSTED  
 EA1530  ___________________________________________________________________
 EA1530  GEOID HEIGHT-         -37.74  (meters)                     GEOID03
 EA1530  DYNAMIC HT  -           2.240 (meters)       7.35  (feet)  COMP
 EA1530  MODELED GRAV-     979,721.0   (mgal)                       NAVD 88
 EA1530
 EA1530  VERT ORDER  -  SECOND    CLASS II
 EA1530
 EA1530.The horizontal coordinates were scaled from a topographic map and have
 EA1530.an estimated accuracy of +/- 6 seconds.
 EA1530
 EA1530.The orthometric height was determined by differential leveling
 EA1530.and adjusted in June 1991.
 EA1530
 EA1530.The geoid height was determined by GEOID03.
 EA1530
 EA1530.The dynamic height is computed by dividing the NAVD 88
 EA1530.geopotential number by the normal gravity value computed on the
 EA1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1530.degrees latitude (g = 980.6199 gals.).
 EA1530
 EA1530.The modeled gravity was interpolated from observed gravity values.
 EA1530
 EA1530;                    North         East    Units  Estimated Accuracy
 EA1530;SPC NC       -   123,400.      844,710.      MT  (+/- 180 meters Scaled)
 EA1530
 EA1530                          SUPERSEDED SURVEY CONTROL
 EA1530
 EA1530.No superseded survey control is available for this station.
 EA1530
 EA1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD693556(NAD 83)
 EA1530_MARKER: DB = BENCH MARK DISK
 EA1530_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1530_SP_SET: WINGWALL
 EA1530_STAMPING: CAR 65 1982
 EA1530_MARK LOGO: NCGS  
 EA1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1530+STABILITY: SURFACE MOTION
 EA1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1530+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 EA1530
 EA1530  HISTORY     - Date     Condition        Report By
 EA1530  HISTORY     - 1982     MONUMENTED       NCGS
 EA1530  HISTORY     - 1985     GOOD             USPSQD
 EA1530  HISTORY     - 20030203 GOOD             USPSQD
 EA1530
 EA1530                          STATION DESCRIPTION
 EA1530
 EA1530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1530'1.25 MI SW FROM STACY.
 EA1530'1.25 MILES SOUTHWEST ALONG US 70 FROM POST OFFICE IN STACY TO BRIDGE
 EA1530'OVER MARIA CREEK, IN SOUTHEAST WINGWALL OF SOUTHERNMOST ABUTMENT, 0.25
 EA1530'MILE SOUTHWEST OF T-INTERSECTION WITH SR 1371, 22.5 FEET SOUTHEAST OF
 EA1530'CENTERLINE HIGHWAY AND 3.5 FEET NORTHWEST OF SOUTHEAST END OF
 EA1530'WINGWALL.
 EA1530'THE MARK IS ABOVE LEVEL WITH BRIDGE.
 EA1530
 EA1530                          STATION RECOVERY (1985)
 EA1530
 EA1530'RECOVERY NOTE BY US POWER SQUADRON 1985
 EA1530'RECOVERED IN GOOD CONDITION.
 EA1530
 EA1530                          STATION RECOVERY (2003)
 EA1530
 EA1530'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 EA1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1536 ***********************************************************************
 EA1536  TIDAL BM    -  This is a Tidal Bench Mark.
 EA1536  DESIGNATION -  CAR 66
 EA1536  PID         -  EA1536
 EA1536  STATE/COUNTY-  NC/CARTERET
 EA1536  USGS QUAD   -  DAVIS (1983)
 EA1536
 EA1536                         *CURRENT SURVEY CONTROL
 EA1536  ___________________________________________________________________
 EA1536* NAD 83(1986)-  34 52 24.     (N)    076 23 13.     (W)     SCALED    
 EA1536* NAVD 88     -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 EA1536  ___________________________________________________________________
 EA1536  GEOID HEIGHT-         -37.76  (meters)                     GEOID03
 EA1536  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 EA1536  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 EA1536
 EA1536  VERT ORDER  -  SECOND    CLASS II
 EA1536
 EA1536.The horizontal coordinates were scaled from a topographic map and have
 EA1536.an estimated accuracy of +/- 6 seconds.
 EA1536
 EA1536.The orthometric height was determined by differential leveling
 EA1536.and adjusted in June 1991.
 EA1536
 EA1536.This Tidal Bench Mark is designated as VM 17767
 EA1536.by the Center for Operational Oceanographic Products and Services.
 EA1536
 EA1536.The geoid height was determined by GEOID03.
 EA1536
 EA1536.The dynamic height is computed by dividing the NAVD 88
 EA1536.geopotential number by the normal gravity value computed on the
 EA1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1536.degrees latitude (g = 980.6199 gals.).
 EA1536
 EA1536.The modeled gravity was interpolated from observed gravity values.
 EA1536
 EA1536;                    North         East    Units  Estimated Accuracy
 EA1536;SPC NC       -   127,760.      848,460.      MT  (+/- 180 meters Scaled)
 EA1536
 EA1536                          SUPERSEDED SURVEY CONTROL
 EA1536
 EA1536.No superseded survey control is available for this station.
 EA1536
 EA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD732598(NAD 83)
 EA1536_MARKER: DB = BENCH MARK DISK
 EA1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1536_SP_SET: CONCRETE POST
 EA1536_STAMPING: CAR 66 1982
 EA1536_MARK LOGO: NCGS  
 EA1536_PROJECTION: FLUSH
 EA1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1536+STABILITY: SURFACE MOTION
 EA1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1536+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 EA1536
 EA1536  HISTORY     - Date     Condition        Report By
 EA1536  HISTORY     - 1982     MONUMENTED       NCGS
 EA1536  HISTORY     - 20040205 GOOD             NCGS
 EA1536
 EA1536                          STATION DESCRIPTION
 EA1536
 EA1536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1536'IN SEALEVEL.
 EA1536'0.4 MILE EASTERLY ALONG US 70 FROM POST OFFICE IN SEALEVEL TO
 EA1536'T-INTERSECTION WITH SR 1373 LEADING TO SEALEVEL LANDING, IN
 EA1536'WESTERNMOST CORNER OF CHURCH YARD NEAR END OF A ROW OF CONCRETE
 EA1536'PARKING BLOCKS, 32.5 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 48.0
 EA1536'FEET NORTH OF CENTERLINE OF T-INTERSECTION, 61.7 FEET WEST OF
 EA1536'WESTERNMOST CORNER OF CHURCH, 15.5 FEET SOUTHEAST OF POWER POLE WITH
 EA1536'REFERENCE TAG AND 64.5 FEET NORTHWEST OF SIDEWALK.
 EA1536'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1536
 EA1536                          STATION RECOVERY (2004)
 EA1536
 EA1536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 EA1536'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 EA1536'LOCATED ABOUT 19.0 MI (30.6 KM) NORTHEAST OF BEAUFORT AND IN THE TOWN
 EA1536'OF SEALEVEL. ALONG US 70 FOR 1.4 MI (2.3 KM) EAST FROM NC 12, AT SR
 EA1536'1373 (NELSONS NECK ROAD), IN THE WESTERNMOST CORNER OF A CHURCH YARD,
 EA1536'NEAR THE WEST END OF A ROW OF CONCRETE PARKING BLOCKS. MARK IS ABOUT
 EA1536'0.5-FT LOWER THAN US 70 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1535 ***********************************************************************
 EA1535  DESIGNATION -  CAR 67
 EA1535  PID         -  EA1535
 EA1535  STATE/COUNTY-  NC/CARTERET
 EA1535  USGS QUAD   -  LONG BAY (1987)
 EA1535
 EA1535                         *CURRENT SURVEY CONTROL
 EA1535  ___________________________________________________________________
 EA1535* NAD 83(1986)-  34 52 35.     (N)    076 22 32.     (W)     SCALED    
 EA1535* NAVD 88     -         0.988  (meters)       3.24   (feet)  ADJUSTED  
 EA1535  ___________________________________________________________________
 EA1535  GEOID HEIGHT-         -37.77  (meters)                     GEOID03
 EA1535  DYNAMIC HT  -           0.987 (meters)       3.24  (feet)  COMP
 EA1535  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 EA1535
 EA1535  VERT ORDER  -  SECOND    CLASS II
 EA1535
 EA1535.The horizontal coordinates were scaled from a topographic map and have
 EA1535.an estimated accuracy of +/- 6 seconds.
 EA1535
 EA1535.The orthometric height was determined by differential leveling
 EA1535.and adjusted in June 1991.
 EA1535
 EA1535.The geoid height was determined by GEOID03.
 EA1535
 EA1535.The dynamic height is computed by dividing the NAVD 88
 EA1535.geopotential number by the normal gravity value computed on the
 EA1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1535.degrees latitude (g = 980.6199 gals.).
 EA1535
 EA1535.The modeled gravity was interpolated from observed gravity values.
 EA1535
 EA1535;                    North         East    Units  Estimated Accuracy
 EA1535;SPC NC       -   128,120.      849,490.      MT  (+/- 180 meters Scaled)
 EA1535
 EA1535                          SUPERSEDED SURVEY CONTROL
 EA1535
 EA1535.No superseded survey control is available for this station.
 EA1535
 EA1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD742601(NAD 83)
 EA1535_MARKER: DB = BENCH MARK DISK
 EA1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1535_SP_SET: CONCRETE POST
 EA1535_STAMPING: CAR 67 1982
 EA1535_MARK LOGO: NCGS  
 EA1535_PROJECTION: FLUSH
 EA1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1535+STABILITY: SURFACE MOTION
 EA1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1535+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 EA1535
 EA1535  HISTORY     - Date     Condition        Report By
 EA1535  HISTORY     - 1982     MONUMENTED       NCGS
 EA1535  HISTORY     - 20040205 GOOD             NCGS
 EA1535
 EA1535                          STATION DESCRIPTION
 EA1535
 EA1535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1535'IN SEALEVEL.
 EA1535'0.35 MILE EASTERLY ALONG US 70 FROM POST OFFICE IN SEALEVEL, AT
 EA1535'SEALEVEL MISSIONARY BAPTIST CHURCH, MIDWAY BETWEEN 2 SHRUBS IN FRONT
 EA1535'OF CHURCH SIGN AND BELL, 35.5 FEET SOUTH-SOUTHEAST OF CENTERLINE OF
 EA1535'HIGHWAY, 6.3 FEET NORTH OF NORTH EDGE OF CONCRETE FOUNDATION FOR
 EA1535'CHURCH BELL AND SIGN, 6.0 FEET WEST-SOUTHWEST OF PROLONGATION OF WEST
 EA1535'SIDE OF SANCTUARY.
 EA1535'THE MARK IS 1.0 FT BELOW HIGHWAY.
 EA1535
 EA1535                          STATION RECOVERY (2004)
 EA1535
 EA1535'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 EA1535'STATION RECOVERED IN GOOD CONDITION WITH FOLLOWING ADDITIONS. LOCATED
 EA1535'ABOUT 19.7 MI (31.7 KM) NORTHEAST OF BEAUFORT AND IN THE TOWN OF
 EA1535'SEALEVEL. ALONG US 70 FOR 2.1 MI (3.4 KM) EAST FROM NC 12 TO THE
 EA1535'SEALEVEL MISSIONARY BAPTIST CHURCH AND STATION. MARK IS ABOUT 1-FOOT
 EA1535'LOWER THAN US 70 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1534 ***********************************************************************
 EA1534  DESIGNATION -  CAR 68
 EA1534  PID         -  EA1534
 EA1534  STATE/COUNTY-  NC/CARTERET
 EA1534  USGS QUAD   -  ATLANTIC (1949)
 EA1534
 EA1534                         *CURRENT SURVEY CONTROL
 EA1534  ___________________________________________________________________
 EA1534* NAD 83(1986)-  34 52 35.     (N)    076 21 33.     (W)     SCALED    
 EA1534* NAVD 88     -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 EA1534  ___________________________________________________________________
 EA1534  GEOID HEIGHT-         -37.78  (meters)                     GEOID03
 EA1534  DYNAMIC HT  -           2.150 (meters)       7.05  (feet)  COMP
 EA1534  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 EA1534
 EA1534  VERT ORDER  -  SECOND    CLASS II
 EA1534
 EA1534.The horizontal coordinates were scaled from a topographic map and have
 EA1534.an estimated accuracy of +/- 6 seconds.
 EA1534
 EA1534.The orthometric height was determined by differential leveling
 EA1534.and adjusted in June 1991.
 EA1534
 EA1534.The geoid height was determined by GEOID03.
 EA1534
 EA1534.The dynamic height is computed by dividing the NAVD 88
 EA1534.geopotential number by the normal gravity value computed on the
 EA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1534.degrees latitude (g = 980.6199 gals.).
 EA1534
 EA1534.The modeled gravity was interpolated from observed gravity values.
 EA1534
 EA1534;                    North         East    Units  Estimated Accuracy
 EA1534;SPC NC       -   128,160.      850,990.      MT  (+/- 180 meters Scaled)
 EA1534
 EA1534                          SUPERSEDED SURVEY CONTROL
 EA1534
 EA1534.No superseded survey control is available for this station.
 EA1534
 EA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD757601(NAD 83)
 EA1534_MARKER: DB = BENCH MARK DISK
 EA1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1534_SP_SET: CONCRETE POST
 EA1534_STAMPING: CAR 68 1982
 EA1534_MARK LOGO: NCGS  
 EA1534_PROJECTION: FLUSH
 EA1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1534+STABILITY: SURFACE MOTION
 EA1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1534+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 EA1534
 EA1534  HISTORY     - Date     Condition        Report By
 EA1534  HISTORY     - 1982     MONUMENTED       NCGS
 EA1534  HISTORY     - 20040205 GOOD             NCGS
 EA1534
 EA1534                          STATION DESCRIPTION
 EA1534
 EA1534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 EA1534'1.4 MI WEST FROM ATLANTIC.
 EA1534'1.4 MILES WESTERLY ALONG US 70 FROM POST OFFICE IN ATLANTIC (NEAR END
 EA1534'OF US 70), AT CONCRETE DRIVE WITH BRICK COLUMNS, AND 1.35 MILES
 EA1534'EASTERLY FROM POST OFFICE IN SEALEVEL, 18.3 FEET SOUTHWEST OF
 EA1534'CENTERLINE OF US 70, 17.0 FEET SOUTHEAST OF CENTERLINE OF CONCRETE
 EA1534'DRIVE, 4.7 FEET EAST OF CORNER OF BRICK COLUMN, AND 17.7 FEET NORTH OF
 EA1534'TELEPHONE PEDESTAL.
 EA1534'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1534
 EA1534                          STATION RECOVERY (2004)
 EA1534
 EA1534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 EA1534'STATION IS LOCATED ABOUT 20.4 MI (32.8 KM) EAST-NORTHEAST OF BEAUFORT
 EA1534'AND 1.7 MI (2.7 KM) EAST OF THE POST OFFICE IN SEALEVEL. ALONG US 70
 EA1534'SOUTHEAST 3.1 MI (5.0 KM) FROM NC 12 INTERSECTION, AT A CONCRETE
 EA1534'DRIVEWAY WITH TWO BRICK COLUMNS AND SIDEWALLS. MARK IS ABOUT 0.5-FT
 EA1534'LOWER THAN US 70 AND IS RECESSED 2-INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1360 ***********************************************************************
 EA1360  DESIGNATION -  CAR 7
 EA1360  PID         -  EA1360
 EA1360  STATE/COUNTY-  NC/CARTERET
 EA1360  USGS QUAD   -  HADNOT CREEK (1994)
 EA1360
 EA1360                         *CURRENT SURVEY CONTROL
 EA1360  ___________________________________________________________________
 EA1360* NAD 83(1986)-  34 45 58.     (N)    077 05 46.     (W)     SCALED    
 EA1360* NAVD 88     -         3.517  (meters)      11.54   (feet)  ADJUSTED  
 EA1360  ___________________________________________________________________
 EA1360  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA1360  DYNAMIC HT  -           3.514 (meters)      11.53  (feet)  COMP
 EA1360  MODELED GRAV-     979,707.1   (mgal)                       NAVD 88
 EA1360
 EA1360  VERT ORDER  -  SECOND    CLASS II
 EA1360
 EA1360.The horizontal coordinates were scaled from a topographic map and have
 EA1360.an estimated accuracy of +/- 6 seconds.
 EA1360
 EA1360.The orthometric height was determined by differential leveling
 EA1360.and adjusted in June 1991.
 EA1360
 EA1360.The geoid height was determined by GEOID03.
 EA1360
 EA1360.The dynamic height is computed by dividing the NAVD 88
 EA1360.geopotential number by the normal gravity value computed on the
 EA1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1360.degrees latitude (g = 980.6199 gals.).
 EA1360
 EA1360.The modeled gravity was interpolated from observed gravity values.
 EA1360
 EA1360;                    North         East    Units  Estimated Accuracy
 EA1360;SPC NC       -   114,390.      783,870.      MT  (+/- 180 meters Scaled)
 EA1360
 EA1360                          SUPERSEDED SURVEY CONTROL
 EA1360
 EA1360.No superseded survey control is available for this station.
 EA1360
 EA1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD081491(NAD 83)
 EA1360_MARKER: DB = BENCH MARK DISK
 EA1360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1360_SP_SET: CONCRETE WINGWALL
 EA1360_STAMPING: CAR 7 1981
 EA1360_MARK LOGO: NCGS  
 EA1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1360+STABILITY: SURFACE MOTION
 EA1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1360+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 EA1360
 EA1360  HISTORY     - Date     Condition        Report By
 EA1360  HISTORY     - 1981     MONUMENTED       NCGS
 EA1360  HISTORY     - 19860826 GOOD             USPSQD
 EA1360  HISTORY     - 20051101 GOOD             USPSQD
 EA1360
 EA1360                          STATION DESCRIPTION
 EA1360
 EA1360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1360'5.4 MI NNE FROM SWANSBORO.
 EA1360'5.8 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE
 EA1360'CARTERET, IN SOUTHEAST WINGWALL OF BRIDGE OVER HADNOT CREEK, 17.5 FEET
 EA1360'EAST OF CENTERLINE OF HIGHWAY, 8.0 FEET NORTH OF SOUTH END OF CIRCULAR
 EA1360'CURB AND 1.4 FEET NORTHEAST OF END OF BRIDGE RAIL.
 EA1360'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1360
 EA1360                          STATION RECOVERY (1986)
 EA1360
 EA1360'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1360'RECOVERED IN GOOD CONDITION.
 EA1360
 EA1360                          STATION RECOVERY (2005)
 EA1360
 EA1360'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 EA1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7453 ***********************************************************************
 AC7453  DESIGNATION -  CAR 70
 AC7453  PID         -  AC7453
 AC7453  STATE/COUNTY-  NC/CARTERET
 AC7453  USGS QUAD   -  SWANSBORO (1994)
 AC7453
 AC7453                         *CURRENT SURVEY CONTROL
 AC7453  ___________________________________________________________________
 AC7453* NAD 83(2001)-  34 40 03.07401(N)    077 03 47.79304(W)     ADJUSTED  
 AC7453* NAVD 88     -         3.168  (meters)      10.39   (feet)  ADJUSTED  
 AC7453  ___________________________________________________________________
 AC7453  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AC7453  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 AC7453  DYNAMIC HT  -           3.165 (meters)      10.38  (feet)  COMP
 AC7453  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 AC7453
 AC7453  HORZ ORDER  -  SECOND
 AC7453  VERT ORDER  -  SECOND    CLASS II
 AC7453
 AC7453.The horizontal coordinates were established by classical geodetic methods
 AC7453.and adjusted by the National Geodetic Survey in August 2005.
 AC7453
 AC7453.The orthometric height was determined by differential leveling
 AC7453.and adjusted in May 1997.
 AC7453
 AC7453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7453
 AC7453.The geoid height was determined by GEOID03.
 AC7453
 AC7453.The dynamic height is computed by dividing the NAVD 88
 AC7453.geopotential number by the normal gravity value computed on the
 AC7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7453.degrees latitude (g = 980.6199 gals.).
 AC7453
 AC7453.The modeled gravity was interpolated from observed gravity values.
 AC7453
 AC7453;                    North         East     Units Scale Factor Converg.
 AC7453;SPC NC       -   103,513.272   787,088.665   MT  0.99992422   +1 07 04.2
 AC7453;SPC NC       -   339,609.79  2,582,306.73   sFT  0.99992422   +1 07 04.2
 AC7453;UTM  18      - 3,838,110.072   310,949.740   MT  1.00004053   -1 10 26.3
 AC7453
 AC7453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7453!SPC NC       -   1.00000534  x   0.99992422  =   0.99992955
 AC7453!UTM  18      -   1.00000534  x   1.00004053  =   1.00004587
 AC7453
 AC7453                          SUPERSEDED SURVEY CONTROL
 AC7453
 AC7453  NAD 83(1986)-  34 40 03.08596(N)    077 03 47.80339(W) AD(       ) 2
 AC7453  NAVD 88 (12/16/97)    3.17   (m)           10.4    (f) LEVELING    3  
 AC7453
 AC7453.Superseded values are not recommended for survey control.
 AC7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7453.See file dsdata.txt to determine how the superseded data were derived.
 AC7453
 AC7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1095038110(NAD 83)
 AC7453_MARKER: DB = BENCH MARK DISK
 AC7453_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC7453_SP_SET: CONCRETE BRIDGE WINGWALL
 AC7453_STAMPING: CAR 70 1991
 AC7453_MARK LOGO: NCGS  
 AC7453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7453+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AC7453
 AC7453  HISTORY     - Date     Condition        Report By
 AC7453  HISTORY     - 1991     MONUMENTED       NCGS
 AC7453  HISTORY     - 20051101 GOOD             USPSQD
 AC7453
 AC7453                          STATION DESCRIPTION
 AC7453
 AC7453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AC7453'STATION IS AT WESTERN EMERALD ISLE AT THE SOUTHERN END OF THE
 AC7453'SOUTHEAST CORNER OF THE B. CAMERON LANGSTON BRIDGE OVER THE
 AC7453'INTRACOASTAL WATERWAY.$MARK IS FLUSH WITH THE HEADWALL AND LEVEL WITH
 AC7453'THE CENTERLINE OF NC 58. LOCATED 19.7 FT (6.0 M) EAST OF THE
 AC7453'CENTERLINE OF NC 58, AND 2.4 FT (0.7 M) NORTHEAST OF THE SOUTHEAST
 AC7453'CORNER OF THE GUARDRAIL.
 AC7453
 AC7453                          STATION RECOVERY (2005)
 AC7453
 AC7453'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7454 ***********************************************************************
 AC7454  DESIGNATION -  CAR 71
 AC7454  PID         -  AC7454
 AC7454  STATE/COUNTY-  NC/CARTERET
 AC7454  USGS QUAD   -  SWANSBORO (1994)
 AC7454
 AC7454                         *CURRENT SURVEY CONTROL
 AC7454  ___________________________________________________________________
 AC7454* NAD 83(2001)-  34 40 02.05346(N)    077 03 47.04242(W)     ADJUSTED  
 AC7454* NAVD 88     -         1.601  (meters)       5.25   (feet)  ADJUSTED  
 AC7454  ___________________________________________________________________
 AC7454  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AC7454  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 AC7454  DYNAMIC HT  -           1.600 (meters)       5.25  (feet)  COMP
 AC7454  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 AC7454
 AC7454  HORZ ORDER  -  SECOND
 AC7454  VERT ORDER  -  SECOND    CLASS II
 AC7454
 AC7454.The horizontal coordinates were established by classical geodetic methods
 AC7454.and adjusted by the National Geodetic Survey in August 2005.
 AC7454
 AC7454.The orthometric height was determined by differential leveling
 AC7454.and adjusted in May 1997.
 AC7454
 AC7454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7454
 AC7454.The geoid height was determined by GEOID03.
 AC7454
 AC7454.The dynamic height is computed by dividing the NAVD 88
 AC7454.geopotential number by the normal gravity value computed on the
 AC7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7454.degrees latitude (g = 980.6199 gals.).
 AC7454
 AC7454.The modeled gravity was interpolated from observed gravity values.
 AC7454
 AC7454;                    North         East     Units Scale Factor Converg.
 AC7454;SPC NC       -   103,482.205   787,108.384   MT  0.99992427   +1 07 04.6
 AC7454;SPC NC       -   339,507.87  2,582,371.42   sFT  0.99992427   +1 07 04.6
 AC7454;UTM  18      - 3,838,078.238   310,968.204   MT  1.00004044   -1 10 25.8
 AC7454
 AC7454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7454!SPC NC       -   1.00000558  x   0.99992427  =   0.99992985
 AC7454!UTM  18      -   1.00000558  x   1.00004044  =   1.00004602
 AC7454
 AC7454                          SUPERSEDED SURVEY CONTROL
 AC7454
 AC7454  NAD 83(1986)-  34 40 02.06541(N)    077 03 47.05277(W) AD(       ) 2
 AC7454  NAVD 88 (12/16/97)    1.60   (m)            5.2    (f) LEVELING    3  
 AC7454
 AC7454.Superseded values are not recommended for survey control.
 AC7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7454.See file dsdata.txt to determine how the superseded data were derived.
 AC7454
 AC7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1096838078(NAD 83)
 AC7454_MARKER: DB = BENCH MARK DISK
 AC7454_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC7454_SP_SET: CONCRETE SEAWALL
 AC7454_STAMPING: CAR 71 1991
 AC7454_MARK LOGO: NCGS  
 AC7454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7454+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AC7454
 AC7454  HISTORY     - Date     Condition        Report By
 AC7454  HISTORY     - 1991     MONUMENTED       NCGS
 AC7454  HISTORY     - 20051101 GOOD             USPSQD
 AC7454
 AC7454                          STATION DESCRIPTION
 AC7454
 AC7454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 AC7454'STATION IS AT WESTERN EMERALD ISLE, IN THE EASTERN SEAWALL AT THE
 AC7454'SOUTH END OF THE B. CAMERON LANGSTON BRIDGE OVER THE INTRACOASTAL
 AC7454'WATERWAY.$MARK IS SET FLUSH IN THE TOP OF THE SEAWALL WHICH IS 4
 AC7454'INCHES ABOVE GROUND, AND IS ABOUT 3-FEET LOWER THAN THE CENTERLINE OF
 AC7454'NC 58. LOCATED 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF NC 58, 34.5
 AC7454'FT (10.5 M) WEST OF THE WESTERN MOST OF TWO CONCRETE POWER POLES, AND
 AC7454'7.7 FT (2.3 M) NORTH OF THE SOUTH END OF SEAWALL.
 AC7454
 AC7454                          STATION RECOVERY (2005)
 AC7454
 AC7454'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7481 ***********************************************************************
 AC7481  DESIGNATION -  CAR 72
 AC7481  PID         -  AC7481
 AC7481  STATE/COUNTY-  NC/CARTERET
 AC7481  USGS QUAD   -  MANSFIELD (1994)
 AC7481
 AC7481                         *CURRENT SURVEY CONTROL
 AC7481  ___________________________________________________________________
 AC7481* NAD 83(1986)-  34 41 36.     (N)    076 50 07.     (W)     SCALED    
 AC7481* NAVD 88     -         7.587  (meters)      24.89   (feet)  ADJUSTED  
 AC7481  ___________________________________________________________________
 AC7481  GEOID HEIGHT-         -37.42  (meters)                     GEOID03
 AC7481  DYNAMIC HT  -           7.580 (meters)      24.87  (feet)  COMP
 AC7481  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 AC7481
 AC7481  VERT ORDER  -  SECOND    CLASS II
 AC7481
 AC7481.The horizontal coordinates were scaled from a topographic map and have
 AC7481.an estimated accuracy of +/- 6 seconds.
 AC7481
 AC7481.The orthometric height was determined by differential leveling
 AC7481.and adjusted in May 1997.
 AC7481
 AC7481.The geoid height was determined by GEOID03.
 AC7481
 AC7481.The dynamic height is computed by dividing the NAVD 88
 AC7481.geopotential number by the normal gravity value computed on the
 AC7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7481.degrees latitude (g = 980.6199 gals.).
 AC7481
 AC7481.The modeled gravity was interpolated from observed gravity values.
 AC7481
 AC7481;                    North         East    Units  Estimated Accuracy
 AC7481;SPC NC       -   106,810.      807,920.      MT  (+/- 180 meters Scaled)
 AC7481
 AC7481                          SUPERSEDED SURVEY CONTROL
 AC7481
 AC7481.No superseded survey control is available for this station.
 AC7481
 AC7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD318405(NAD 83)
 AC7481_MARKER: DB = BENCH MARK DISK
 AC7481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7481_SP_SET: SET IN CONCRETE POWER POLE BASE
 AC7481_STAMPING: CAR 72 1992
 AC7481_MARK LOGO: NCGS  
 AC7481_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7481+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2007
 AC7481
 AC7481  HISTORY     - Date     Condition        Report By
 AC7481  HISTORY     - 1992     MONUMENTED       NCGS
 AC7481  HISTORY     - 20030205 GOOD             USPSQD
 AC7481  HISTORY     - 20051031 GOOD             USPSQD
 AC7481  HISTORY     - 20070308 GOOD             USPSQD
 AC7481
 AC7481                          STATION DESCRIPTION
 AC7481
 AC7481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7481'STATION IS LOCATED IN WESTERN PINE KNOLL SHORES.$ALONG NC 58 (SALTER
 AC7481'PATH ROAD) FOR 4.2 MI (6.8 KM) WEST FROM THE POST OFFICE IN ATLANTIC
 AC7481'BEACH, ON THE NORTH SIDE OF THE ROAD, OR 0.3 MI (0.5 KM) EAST OF MILE
 AC7481'POST 8.$MARK PROJECTS 6 INCHES ABOVE GROUND AND IS ABOUT 5-FEET HIGHER
 AC7481'THAN NC 58. LOCATED 45.9 FT (14.0 M) NORTH OF THE CENTERLINE OF NC 58,
 AC7481'AND 1.5 FT (0.5 M) SOUTH OF THE CENTER OF THE CONCRETE POWER POLE.
 AC7481
 AC7481                          STATION RECOVERY (2003)
 AC7481
 AC7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7481'AREA OVERGROWN WITH TALL THICKET.
 AC7481
 AC7481                          STATION RECOVERY (2005)
 AC7481
 AC7481'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7481'RECOVERED IN GOOD CONDITION.
 AC7481
 AC7481                          STATION RECOVERY (2007)
 AC7481
 AC7481'RECOVERY NOTE BY US POWER SQUADRON 2007 (JBB)
 AC7481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7482 ***********************************************************************
 AC7482  DESIGNATION -  CAR 73
 AC7482  PID         -  AC7482
 AC7482  STATE/COUNTY-  NC/CARTERET
 AC7482  USGS QUAD   -  SALTER PATH (1994)
 AC7482
 AC7482                         *CURRENT SURVEY CONTROL
 AC7482  ___________________________________________________________________
 AC7482* NAD 83(2001)-  34 41 11.45448(N)    076 53 54.80321(W)     ADJUSTED  
 AC7482* NAVD 88     -         2.763  (meters)       9.06   (feet)  ADJUSTED  
 AC7482  ___________________________________________________________________
 AC7482  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AC7482  GEOID HEIGHT-         -37.37  (meters)                     GEOID03
 AC7482  DYNAMIC HT  -           2.760 (meters)       9.06  (feet)  COMP
 AC7482  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 AC7482
 AC7482  HORZ ORDER  -  SECOND
 AC7482  VERT ORDER  -  SECOND    CLASS II
 AC7482
 AC7482.The horizontal coordinates were established by classical geodetic methods
 AC7482.and adjusted by the National Geodetic Survey in August 2005.
 AC7482
 AC7482.The orthometric height was determined by differential leveling
 AC7482.and adjusted in May 1997.
 AC7482
 AC7482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7482
 AC7482.The geoid height was determined by GEOID03.
 AC7482
 AC7482.The dynamic height is computed by dividing the NAVD 88
 AC7482.geopotential number by the normal gravity value computed on the
 AC7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7482.degrees latitude (g = 980.6199 gals.).
 AC7482
 AC7482.The modeled gravity was interpolated from observed gravity values.
 AC7482
 AC7482;                    North         East     Units Scale Factor Converg.
 AC7482;SPC NC       -   105,926.822   802,137.299   MT  0.99992092   +1 12 46.4
 AC7482;SPC NC       -   347,528.25  2,631,678.79   sFT  0.99992092   +1 12 46.4
 AC7482;UTM  18      - 3,839,919.828   326,084.146   MT  0.99997281   -1 04 50.6
 AC7482
 AC7482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7482!SPC NC       -   1.00000543  x   0.99992092  =   0.99992635
 AC7482!UTM  18      -   1.00000543  x   0.99997281  =   0.99997824
 AC7482
 AC7482                          SUPERSEDED SURVEY CONTROL
 AC7482
 AC7482  NAD 83(1986)-  34 41 11.46581(N)    076 53 54.81256(W) AD(       ) 2
 AC7482  NAVD 88 (12/16/97)    2.76   (m)            9.1    (f) LEVELING    3  
 AC7482
 AC7482.Superseded values are not recommended for survey control.
 AC7482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7482.See file dsdata.txt to determine how the superseded data were derived.
 AC7482
 AC7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD2608439920(NAD 83)
 AC7482_MARKER: DB = BENCH MARK DISK
 AC7482_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7482_SP_SET: SET IN CONCRETE SIDEWALK
 AC7482_STAMPING: CAR 73 1992
 AC7482_MARK LOGO: NCGS  
 AC7482_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7482+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7482
 AC7482  HISTORY     - Date     Condition        Report By
 AC7482  HISTORY     - 1992     MONUMENTED       NCGS
 AC7482  HISTORY     - 20030205 GOOD             USPSQD
 AC7482  HISTORY     - 20050728 GOOD             USPSQD
 AC7482
 AC7482                          STATION DESCRIPTION
 AC7482
 AC7482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7482'STATION IS LOCATED IN INDIAN BEACH.$ALONG NC 58 FOR 8.5 MI (13.7 KM)
 AC7482'WEST FROM THE POST OFFICE IN ATLANTIC BEACH, AT THE SALTER PATH FAMILY
 AC7482'CAMP GROUND OFFICE, ON THE NORTH SIDE OF NC 58, IN THE CONCRETE
 AC7482'WALKWAY NEAR FRONT-CENTER OF THE BUILDING.$MARK IS FLUSH WITH GROUND
 AC7482'AND LEVEL WITH THE PARKING LOT. LOCATED 90.0 FT (27.4 M) NORTH OF THE
 AC7482'CENTERLINE OF NC 58, 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF THE BUILDING,
 AC7482'AND 48.9 FT (14.9 M) EAST OF THE WEST END OF CONCRETE APRON OF
 AC7482'BUILDING.
 AC7482
 AC7482                          STATION RECOVERY (2003)
 AC7482
 AC7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7482'RECOVERED IN GOOD CONDITION.
 AC7482
 AC7482                          STATION RECOVERY (2005)
 AC7482
 AC7482'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7483 ***********************************************************************
 AC7483  DESIGNATION -  CAR 74
 AC7483  PID         -  AC7483
 AC7483  STATE/COUNTY-  NC/CARTERET
 AC7483  USGS QUAD   -  SALTER PATH (1994)
 AC7483
 AC7483                         *CURRENT SURVEY CONTROL
 AC7483  ___________________________________________________________________
 AC7483* NAD 83(1986)-  34 40 54.     (N)    076 55 21.     (W)     SCALED    
 AC7483* NAVD 88     -         6.131  (meters)      20.11   (feet)  ADJUSTED  
 AC7483  ___________________________________________________________________
 AC7483  GEOID HEIGHT-         -37.34  (meters)                     GEOID03
 AC7483  DYNAMIC HT  -           6.125 (meters)      20.10  (feet)  COMP
 AC7483  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 AC7483
 AC7483  VERT ORDER  -  SECOND    CLASS II
 AC7483
 AC7483.The horizontal coordinates were scaled from a topographic map and have
 AC7483.an estimated accuracy of +/- 6 seconds.
 AC7483
 AC7483.The orthometric height was determined by differential leveling
 AC7483.and adjusted in May 1997.
 AC7483
 AC7483.The geoid height was determined by GEOID03.
 AC7483
 AC7483.The dynamic height is computed by dividing the NAVD 88
 AC7483.geopotential number by the normal gravity value computed on the
 AC7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7483.degrees latitude (g = 980.6199 gals.).
 AC7483
 AC7483.The modeled gravity was interpolated from observed gravity values.
 AC7483
 AC7483;                    North         East    Units  Estimated Accuracy
 AC7483;SPC NC       -   105,340.      799,960.      MT  (+/- 180 meters Scaled)
 AC7483
 AC7483                          SUPERSEDED SURVEY CONTROL
 AC7483
 AC7483.No superseded survey control is available for this station.
 AC7483
 AC7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD238394(NAD 83)
 AC7483_MARKER: DB = BENCH MARK DISK
 AC7483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7483_SP_SET: SET IN CONCRETE POWER POLE BASE
 AC7483_STAMPING: CAR 74 1992
 AC7483_MARK LOGO: NCGS  
 AC7483_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7483+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AC7483
 AC7483  HISTORY     - Date     Condition        Report By
 AC7483  HISTORY     - 1992     MONUMENTED       NCGS
 AC7483  HISTORY     - 20051101 GOOD             USPSQD
 AC7483
 AC7483                          STATION DESCRIPTION
 AC7483
 AC7483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7483'STATION IS LOCATED IN EASTERN EMERALD ISLE.$ALONG NC 58 (EMERALD
 AC7483'DRIVE) FOR 6.6 MI (10.6 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE,
 AC7483'AT 7TH STREET, ON THE SOUTH SIDE OF NC 58, AT THE EASTERN EMERALD ISLE
 AC7483'WATER TANK SITE.$MARK PROJECTS 6 INCHES ABOVE GROUND AND IS LEVEL WITH
 AC7483'NC 58. LOCATED 33.1 FT (10.1 M) SOUTH OF THE CENTERLINE OF NC 58, 25.4
 AC7483'FT (7.7 M) WEST OF THE CENTERLINE OF 7TH STREET, 19.4 FT (5.9 M)
 AC7483'SOUTHWEST OF A WATER VALVE, 62.0 FT (18.9 M) NORTHEAST OF THE EAST
 AC7483'CORNER OF 6-FOOT CHAIN LINK FENCE AROUND WATER TANK SITE, 6.1 FT (1.9
 AC7483'M) NORTHWEST OF A TELEPHONE PEDESTAL 591-1, AND 37.3 FT (11.4 M) EAST
 AC7483'OF A POWER POLE WITH A REFERENCE TAG.
 AC7483
 AC7483                          STATION RECOVERY (2005)
 AC7483
 AC7483'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7484 ***********************************************************************
 AC7484  DESIGNATION -  CAR 75
 AC7484  PID         -  AC7484
 AC7484  STATE/COUNTY-  NC/CARTERET
 AC7484  USGS QUAD   -  SALTER PATH (1994)
 AC7484
 AC7484                         *CURRENT SURVEY CONTROL
 AC7484  ___________________________________________________________________
 AC7484* NAD 83(1986)-  34 40 41.     (N)    076 56 55.     (W)     SCALED    
 AC7484* NAVD 88     -         3.164  (meters)      10.38   (feet)  ADJUSTED  
 AC7484  ___________________________________________________________________
 AC7484  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 AC7484  DYNAMIC HT  -           3.161 (meters)      10.37  (feet)  COMP
 AC7484  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 AC7484
 AC7484  VERT ORDER  -  SECOND    CLASS II
 AC7484
 AC7484.The horizontal coordinates were scaled from a topographic map and have
 AC7484.an estimated accuracy of +/- 6 seconds.
 AC7484
 AC7484.The orthometric height was determined by differential leveling
 AC7484.and adjusted in May 1997.
 AC7484
 AC7484.The geoid height was determined by GEOID03.
 AC7484
 AC7484.The dynamic height is computed by dividing the NAVD 88
 AC7484.geopotential number by the normal gravity value computed on the
 AC7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7484.degrees latitude (g = 980.6199 gals.).
 AC7484
 AC7484.The modeled gravity was interpolated from observed gravity values.
 AC7484
 AC7484;                    North         East    Units  Estimated Accuracy
 AC7484;SPC NC       -   104,890.      797,570.      MT  (+/- 180 meters Scaled)
 AC7484
 AC7484                          SUPERSEDED SURVEY CONTROL
 AC7484
 AC7484.No superseded survey control is available for this station.
 AC7484
 AC7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD214390(NAD 83)
 AC7484_MARKER: DB = BENCH MARK DISK
 AC7484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7484_SP_SET: SET IN CONCRETE DRIVE
 AC7484_STAMPING: CAR 75 1992
 AC7484_MARK LOGO: NCGS  
 AC7484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7484+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC7484
 AC7484  HISTORY     - Date     Condition        Report By
 AC7484  HISTORY     - 1992     MONUMENTED       NCGS
 AC7484  HISTORY     - 20051102 GOOD             USPSQD
 AC7484
 AC7484                          STATION DESCRIPTION
 AC7484
 AC7484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7484'STATION IS LOCATED IN EASTERN EMERALD ISLE.$ALONG NC 58 (EMERALD
 AC7484'DRIVE) FOR 5.05 MI (8.13 KM) EAST FROM THE POST OFFICE IN EMERALD
 AC7484'ISLE, ON NORTH SIDE OF NC 58, SET IN CONCRETE DRIVEWAY OF HOUSE NUMBER
 AC7484'2110.$MARK IS FLUSH WITH GROUND AND ABOUT 1-FOOT HIGHER THAN NC 58.
 AC7484'LOCATED 32.7 FT (10.0 M) NORTH OF THE CENTERLINE OF NC 58, 0.9 FT
 AC7484'(27.4 CM) WEST OF EAST EDGE OF CONCRETE DRIVE, 7.7 FT (2.3 M)
 AC7484'SOUTHWEST OF A WATER METER, AND 58.6 FT (17.9 M) EAST OF A POWER POLE
 AC7484'WITH A TRANSFORMER AND A REFERENCE TAG.
 AC7484
 AC7484                          STATION RECOVERY (2005)
 AC7484
 AC7484'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7485 ***********************************************************************
 AC7485  DESIGNATION -  CAR 76
 AC7485  PID         -  AC7485
 AC7485  STATE/COUNTY-  NC/CARTERET
 AC7485  USGS QUAD   -  SALTER PATH (1994)
 AC7485
 AC7485                         *CURRENT SURVEY CONTROL
 AC7485  ___________________________________________________________________
 AC7485* NAD 83(1986)-  34 40 29.     (N)    076 58 33.     (W)     SCALED    
 AC7485* NAVD 88     -         4.798  (meters)      15.74   (feet)  ADJUSTED  
 AC7485  ___________________________________________________________________
 AC7485  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 AC7485  DYNAMIC HT  -           4.793 (meters)      15.72  (feet)  COMP
 AC7485  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 AC7485
 AC7485  VERT ORDER  -  SECOND    CLASS II
 AC7485
 AC7485.The horizontal coordinates were scaled from a topographic map and have
 AC7485.an estimated accuracy of +/- 6 seconds.
 AC7485
 AC7485.The orthometric height was determined by differential leveling
 AC7485.and adjusted in May 1997.
 AC7485
 AC7485.The geoid height was determined by GEOID03.
 AC7485
 AC7485.The dynamic height is computed by dividing the NAVD 88
 AC7485.geopotential number by the normal gravity value computed on the
 AC7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7485.degrees latitude (g = 980.6199 gals.).
 AC7485
 AC7485.The modeled gravity was interpolated from observed gravity values.
 AC7485
 AC7485;                    North         East    Units  Estimated Accuracy
 AC7485;SPC NC       -   104,470.      795,090.      MT  (+/- 180 meters Scaled)
 AC7485
 AC7485                          SUPERSEDED SURVEY CONTROL
 AC7485
 AC7485.No superseded survey control is available for this station.
 AC7485
 AC7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD189387(NAD 83)
 AC7485_MARKER: DB = BENCH MARK DISK
 AC7485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7485_SP_SET: SET IN CONCRETE WALKWAY
 AC7485_STAMPING: CAR 76 1992
 AC7485_MARK LOGO: NCGS  
 AC7485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7485+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7485
 AC7485  HISTORY     - Date     Condition        Report By
 AC7485  HISTORY     - 1992     MONUMENTED       NCGS
 AC7485  HISTORY     - 20030205 GOOD             USPSQD
 AC7485  HISTORY     - 20040519 GOOD             USPSQD
 AC7485  HISTORY     - 20050728 GOOD             USPSQD
 AC7485
 AC7485                          STATION DESCRIPTION
 AC7485
 AC7485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7485'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR
 AC7485'3.7 MI (6.0 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE, AT THE
 AC7485'BOGUE BANKS WATER CORP. WELL NUMBER 3, ON THE EAST SIDE OF THE WELL
 AC7485'BUILDING (MILE POST 16).$MARK IS FLUSH WITH THE WALKWAY AND ABOUT
 AC7485'10-FEET LOWER THAN NC 58. LOCATED APPROXIMATELY 131 FT (39.9 M) NORTH
 AC7485'OF THE CENTERLINE OF NC 58, 2.3 FT (0.7 M) EAST OF BLOCK WELL
 AC7485'BUILDING, AND 1.8 FT (0.5 M) SOUTHEAST OF A 6-INCH METAL WATER PIPE
 AC7485'WITH ELBOW.
 AC7485
 AC7485                          STATION RECOVERY (2003)
 AC7485
 AC7485'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7485'RECOVERED IN GOOD CONDITION.
 AC7485
 AC7485                          STATION RECOVERY (2004)
 AC7485
 AC7485'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 AC7485'RECOVERED IN GOOD CONDITION.
 AC7485
 AC7485                          STATION RECOVERY (2005)
 AC7485
 AC7485'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7486 ***********************************************************************
 AC7486  DESIGNATION -  CAR 77
 AC7486  PID         -  AC7486
 AC7486  STATE/COUNTY-  NC/CARTERET
 AC7486  USGS QUAD   -  SALTER PATH (1994)
 AC7486
 AC7486                         *CURRENT SURVEY CONTROL
 AC7486  ___________________________________________________________________
 AC7486* NAD 83(1986)-  34 40 15.     (N)    076 59 38.     (W)     SCALED    
 AC7486* NAVD 88     -         6.488  (meters)      21.29   (feet)  ADJUSTED  
 AC7486  ___________________________________________________________________
 AC7486  GEOID HEIGHT-         -37.24  (meters)                     GEOID03
 AC7486  DYNAMIC HT  -           6.482 (meters)      21.27  (feet)  COMP
 AC7486  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 AC7486
 AC7486  VERT ORDER  -  SECOND    CLASS II
 AC7486
 AC7486.The horizontal coordinates were scaled from a topographic map and have
 AC7486.an estimated accuracy of +/- 6 seconds.
 AC7486
 AC7486.The orthometric height was determined by differential leveling
 AC7486.and adjusted in May 1997.
 AC7486
 AC7486.The geoid height was determined by GEOID03.
 AC7486
 AC7486.The dynamic height is computed by dividing the NAVD 88
 AC7486.geopotential number by the normal gravity value computed on the
 AC7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7486.degrees latitude (g = 980.6199 gals.).
 AC7486
 AC7486.The modeled gravity was interpolated from observed gravity values.
 AC7486
 AC7486;                    North         East    Units  Estimated Accuracy
 AC7486;SPC NC       -   104,010.      793,440.      MT  (+/- 180 meters Scaled)
 AC7486
 AC7486                          SUPERSEDED SURVEY CONTROL
 AC7486
 AC7486.No superseded survey control is available for this station.
 AC7486
 AC7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD173383(NAD 83)
 AC7486_MARKER: DB = BENCH MARK DISK
 AC7486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7486_SP_SET: SET IN CONCRETE POWER POLE BASE
 AC7486_STAMPING: CAR 77 1992
 AC7486_MARK LOGO: NCGS  
 AC7486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7486+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7486
 AC7486  HISTORY     - Date     Condition        Report By
 AC7486  HISTORY     - 1992     MONUMENTED       NCGS
 AC7486  HISTORY     - 20030205 GOOD             USPSQD
 AC7486  HISTORY     - 20040519 GOOD             USPSQD
 AC7486  HISTORY     - 20050728 GOOD             USPSQD
 AC7486
 AC7486                          STATION DESCRIPTION
 AC7486
 AC7486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7486'STATION IS LOCATED IN EMERALD ISLE.$ALONG NC 58 (EMERALD DRIVE) FOR
 AC7486'2.35 MI (3.78 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE ON THE
 AC7486'SOUTH SIDE OF NC 58, ABOUT 250 FEET (76.2 M) WEST OF MILE POST
 AC7486'17.$MARK IS FLUSH WITH GROUND AND ABOUT 6-FEET LOWER THAN NC 58.
 AC7486'LOCATED 50.3 FT (15.3 M) SOUTH OF THE CENTERLINE OF NC 58, 1.2 FT (0.4
 AC7486'M) WEST OF THE FACE OF A CONCRETE POWER POLE, 4.6 FT (1.4 M)
 AC7486'SOUTH-SOUTHEAST OF A FIRE HYDRANT, AND 77.8 FT (23.7 M) EAST OF A
 AC7486'TELEPHONE PEDESTAL.
 AC7486
 AC7486                          STATION RECOVERY (2003)
 AC7486
 AC7486'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7486'RECOVERED IN GOOD CONDITION.
 AC7486
 AC7486                          STATION RECOVERY (2004)
 AC7486
 AC7486'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 AC7486'RECOVERED IN GOOD CONDITION.
 AC7486
 AC7486                          STATION RECOVERY (2005)
 AC7486
 AC7486'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2256 ***********************************************************************
 AB2256  DESIGNATION -  CAR 78
 AB2256  PID         -  AB2256
 AB2256  STATE/COUNTY-  NC/CARTERET
 AB2256  USGS QUAD   -  CORE CREEK (1994)
 AB2256
 AB2256                         *CURRENT SURVEY CONTROL
 AB2256  ___________________________________________________________________
 AB2256* NAD 83(1986)-  34 49 18.     (N)    076 44 15.     (W)     SCALED    
 AB2256* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 AB2256  ___________________________________________________________________
 AB2256  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2256  DYNAMIC HT  -           2.741 (meters)       8.99  (feet)  COMP
 AB2256  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 AB2256
 AB2256  VERT ORDER  -  SECOND    CLASS II
 AB2256
 AB2256.The horizontal coordinates were scaled from a topographic map and have
 AB2256.an estimated accuracy of +/- 6 seconds.
 AB2256
 AB2256.The orthometric height was determined by differential leveling
 AB2256.and adjusted in May 1996.
 AB2256
 AB2256.The geoid height was determined by GEOID03.
 AB2256
 AB2256.The dynamic height is computed by dividing the NAVD 88
 AB2256.geopotential number by the normal gravity value computed on the
 AB2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2256.degrees latitude (g = 980.6199 gals.).
 AB2256
 AB2256.The modeled gravity was interpolated from observed gravity values.
 AB2256
 AB2256;                    North         East    Units  Estimated Accuracy
 AB2256;SPC NC       -   121,240.      816,550.      MT  (+/- 180 meters Scaled)
 AB2256
 AB2256                          SUPERSEDED SURVEY CONTROL
 AB2256
 AB2256.No superseded survey control is available for this station.
 AB2256
 AB2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD410546(NAD 83)
 AB2256_MARKER: DD = SURVEY DISK
 AB2256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB2256_SP_SET: BRIDGE HEADWALL
 AB2256_STAMPING: CAR 78 1992
 AB2256_MARK LOGO: NCGS  
 AB2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2256+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB2256
 AB2256  HISTORY     - Date     Condition        Report By
 AB2256  HISTORY     - 1992     MONUMENTED       NCGS
 AB2256  HISTORY     - 20051102 GOOD             USPSQD
 AB2256
 AB2256                          STATION DESCRIPTION
 AB2256
 AB2256'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2256'STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF BEAUFORT
 AB2256'AND 2.1 MI (3.4 KM) SOUTHEAST OF HARLOWE COMMUNITY. ALONG NC 101 FOR
 AB2256'2.65 MI (4.26 KM) WEST FROM THE BRIDGE OVER THE INTRACOASTAL WATERWAY
 AB2256'(ADAMS CREEK) AT HARLOWE CREEK, IN THE SOUTHWEST HEADWALL OF THE
 AB2256'BRIDGE. MARK IS ABOUT 2 FEET LOWER THAN THE HIGHWAY AND FLUSH WITH THE
 AB2256'HEADWALL.  LOCATED 19.0 FT (5.8 M) SOUTH OF THE CENTERLINE OF NC 101
 AB2256'AND 400.0 FT (121.9 M) EAST OF THE INTERSECTION OF NC 101 AND SR 1155
 AB2256'(OLD WINBERRY ROAD).
 AB2256
 AB2256                          STATION RECOVERY (2005)
 AB2256
 AB2256'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2257 ***********************************************************************
 AB2257  DESIGNATION -  CAR 79
 AB2257  PID         -  AB2257
 AB2257  STATE/COUNTY-  NC/CARTERET
 AB2257  USGS QUAD   -  CORE CREEK (1994)
 AB2257
 AB2257                         *CURRENT SURVEY CONTROL
 AB2257  ___________________________________________________________________
 AB2257* NAD 83(1986)-  34 49 26.     (N)    076 43 37.     (W)     SCALED    
 AB2257* NAVD 88     -         3.522  (meters)      11.56   (feet)  ADJUSTED  
 AB2257  ___________________________________________________________________
 AB2257  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2257  DYNAMIC HT  -           3.519 (meters)      11.55  (feet)  COMP
 AB2257  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 AB2257
 AB2257  VERT ORDER  -  SECOND    CLASS II
 AB2257
 AB2257.The horizontal coordinates were scaled from a topographic map and have
 AB2257.an estimated accuracy of +/- 6 seconds.
 AB2257
 AB2257.The orthometric height was determined by differential leveling
 AB2257.and adjusted in May 1996.
 AB2257
 AB2257.The geoid height was determined by GEOID03.
 AB2257
 AB2257.The dynamic height is computed by dividing the NAVD 88
 AB2257.geopotential number by the normal gravity value computed on the
 AB2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2257.degrees latitude (g = 980.6199 gals.).
 AB2257
 AB2257.The modeled gravity was interpolated from observed gravity values.
 AB2257
 AB2257;                    North         East    Units  Estimated Accuracy
 AB2257;SPC NC       -   121,510.      817,510.      MT  (+/- 180 meters Scaled)
 AB2257
 AB2257                          SUPERSEDED SURVEY CONTROL
 AB2257
 AB2257.No superseded survey control is available for this station.
 AB2257
 AB2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD420548(NAD 83)
 AB2257_MARKER: DD = SURVEY DISK
 AB2257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2257_SP_SET: HEADWALL
 AB2257_STAMPING: CAR 79 1992
 AB2257_MARK LOGO: NCGS  
 AB2257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2257+STABILITY: SURFACE MOTION
 AB2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2257+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB2257
 AB2257  HISTORY     - Date     Condition        Report By
 AB2257  HISTORY     - 1992     MONUMENTED       NCGS
 AB2257  HISTORY     - 20051102 GOOD             USPSQD
 AB2257
 AB2257                          STATION DESCRIPTION
 AB2257
 AB2257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2257'STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF BEAUFORT
 AB2257'AND 2.4 MI (3.9 KM) SOUTHEAST OF HARLOWE COMMUNITY. ALONG NC 101 FOR
 AB2257'2.05 MI (3.30 KM) WEST FROM THE BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AB2257'IN THE SOUTHEAST END OF THE SOUTHERN HEADWALL OF AN 18-INCH METAL PIPE
 AB2257'HIGHWAY CULVERT AND 0.2 MI (0.3 KM) EAST OF THE WESTERN END OF SR 1160
 AB2257'(HARDESTY LOOP ROAD). MARK IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND
 AB2257'FLUSH WITH THE TOP OF THE HEADWALL.   LOCATED 15.9 FT (4.8 M) SOUTH OF
 AB2257'THE CENTERLINE OF NC 101, 112.0 FT (34.1 M) EAST-SOUTHEAST OF
 AB2257'TELEPHONE PEDESTAL NO. (101R 81S), AND 114.0 FT (34.7 M)
 AB2257'EAST-SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG.
 AB2257
 AB2257                          STATION RECOVERY (2005)
 AB2257
 AB2257'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1377 ***********************************************************************
 EA1377  DESIGNATION -  CAR 8
 EA1377  PID         -  EA1377
 EA1377  STATE/COUNTY-  NC/CARTERET
 EA1377  USGS QUAD   -  SWANSBORO (1994)
 EA1377
 EA1377                         *CURRENT SURVEY CONTROL
 EA1377  ___________________________________________________________________
 EA1377* NAD 83(1986)-  34 40 46.     (N)    077 04 03.     (W)     SCALED    
 EA1377* NAVD 88     -         3.248  (meters)      10.66   (feet)  ADJUSTED  
 EA1377  ___________________________________________________________________
 EA1377  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 EA1377  DYNAMIC HT  -           3.244 (meters)      10.64  (feet)  COMP
 EA1377  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 EA1377
 EA1377  VERT ORDER  -  SECOND    CLASS II
 EA1377
 EA1377.The horizontal coordinates were scaled from a topographic map and have
 EA1377.an estimated accuracy of +/- 6 seconds.
 EA1377
 EA1377.The orthometric height was determined by differential leveling
 EA1377.and adjusted in June 1991.
 EA1377
 EA1377.The geoid height was determined by GEOID03.
 EA1377
 EA1377.The dynamic height is computed by dividing the NAVD 88
 EA1377.geopotential number by the normal gravity value computed on the
 EA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1377.degrees latitude (g = 980.6199 gals.).
 EA1377
 EA1377.The modeled gravity was interpolated from observed gravity values.
 EA1377
 EA1377;                    North         East    Units  Estimated Accuracy
 EA1377;SPC NC       -   104,830.      786,680.      MT  (+/- 180 meters Scaled)
 EA1377
 EA1377                          SUPERSEDED SURVEY CONTROL
 EA1377
 EA1377.No superseded survey control is available for this station.
 EA1377
 EA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD105394(NAD 83)
 EA1377_MARKER: DB = BENCH MARK DISK
 EA1377_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 EA1377_SP_SET: CONCRETE WINGWALL
 EA1377_STAMPING: CAR 8 1981
 EA1377_MARK LOGO: NCGS  
 EA1377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EA1377
 EA1377  HISTORY     - Date     Condition        Report By
 EA1377  HISTORY     - 1981     MONUMENTED       NCGS
 EA1377  HISTORY     - 19860826 GOOD             USPSQD
 EA1377  HISTORY     - 19960116 GOOD             NCGS
 EA1377
 EA1377                          STATION DESCRIPTION
 EA1377
 EA1377'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1377'3.0 MI ESE FROM SWANSBORO.
 EA1377'0.6 MILE SOUTH ALONG SR 1216 FROM THE INTERSECTION WITH NC 24 AND NC
 EA1377'58 AT CAPE CARTERET, IN NORTHWEST WINGWALL OF BRIDGE OVER BOGUE SOUND,
 EA1377'20.0 FEET WEST OF CENTERLINE OF HIGHWAY, 4.2 FEET SOUTHWEST OF NORTH
 EA1377'END OF WHEEL GUARD AND 2.0 FEET WEST OF WEST RAIL.
 EA1377'THE MARK IS 1 FT BELOW HIGHWAY.
 EA1377
 EA1377                          STATION RECOVERY (1986)
 EA1377
 EA1377'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1377'RECOVERED IN GOOD CONDITION.
 EA1377
 EA1377                          STATION RECOVERY (1996)
 EA1377
 EA1377'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EA1377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2260 ***********************************************************************
 AB2260  DESIGNATION -  CAR 80
 AB2260  PID         -  AB2260
 AB2260  STATE/COUNTY-  NC/CARTERET
 AB2260  USGS QUAD   -  CORE CREEK (1994)
 AB2260
 AB2260                         *CURRENT SURVEY CONTROL
 AB2260  ___________________________________________________________________
 AB2260* NAD 83(1986)-  34 49 33.     (N)    076 41 09.     (W)     SCALED    
 AB2260* NAVD 88     -         2.053  (meters)       6.74   (feet)  ADJUSTED  
 AB2260  ___________________________________________________________________
 AB2260  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 AB2260  DYNAMIC HT  -           2.051 (meters)       6.73  (feet)  COMP
 AB2260  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 AB2260
 AB2260  VERT ORDER  -  SECOND    CLASS II
 AB2260
 AB2260.The horizontal coordinates were scaled from a topographic map and have
 AB2260.an estimated accuracy of +/- 6 seconds.
 AB2260
 AB2260.The orthometric height was determined by differential leveling
 AB2260.and adjusted in May 1996.
 AB2260
 AB2260.The geoid height was determined by GEOID03.
 AB2260
 AB2260.The dynamic height is computed by dividing the NAVD 88
 AB2260.geopotential number by the normal gravity value computed on the
 AB2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2260.degrees latitude (g = 980.6199 gals.).
 AB2260
 AB2260.The modeled gravity was interpolated from observed gravity values.
 AB2260
 AB2260;                    North         East    Units  Estimated Accuracy
 AB2260;SPC NC       -   121,810.      821,260.      MT  (+/- 180 meters Scaled)
 AB2260
 AB2260                          SUPERSEDED SURVEY CONTROL
 AB2260
 AB2260.No superseded survey control is available for this station.
 AB2260
 AB2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD458550(NAD 83)
 AB2260_MARKER: DD = SURVEY DISK
 AB2260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2260_SP_SET: HEADWALL
 AB2260_STAMPING: CAR 80 1992
 AB2260_MARK LOGO: NCGS  
 AB2260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2260+STABILITY: SURFACE MOTION
 AB2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2260+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2006
 AB2260
 AB2260  HISTORY     - Date     Condition        Report By
 AB2260  HISTORY     - 1992     MONUMENTED       NCGS
 AB2260  HISTORY     - 20051102 GOOD             USPSQD
 AB2260  HISTORY     - 20061112 GOOD             USPSQD
 AB2260
 AB2260                          STATION DESCRIPTION
 AB2260
 AB2260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2260'STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF BEAUFORT. ALONG NC
 AB2260'101 FOR 0.3 MI (0.5 KM) SOUTHEAST FROM THE INTRACOASTAL WATERWAY, IN
 AB2260'THE NORTHWEST END OF THE NORTHEASTERN HEADWALL OF AN 18-INCH CONCRETE
 AB2260'PIPE HIGHWAY CULVERT. MARK IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 AB2260'LOCATED 16.6 FT (5.1 M) NORTHEAST OF THE CENTERLINE OF NC 101, 150.0
 AB2260'FT (45.7 M) NORTH-NORTHWEST OF THE NORTHERN INTERSECTION OF NC 101 AND
 AB2260'SR 1161 (TUTTLES GROVE ROAD), AND 35.7 FT (10.9 M) NORTHWEST OF THE
 AB2260'TELEPHONE PEDESTAL NO. (101R 204E1) WITH POLE AND A REFERENCE TAG.
 AB2260
 AB2260                          STATION RECOVERY (2005)
 AB2260
 AB2260'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2260'RECOVERED IN GOOD CONDITION.
 AB2260
 AB2260                          STATION RECOVERY (2006)
 AB2260
 AB2260'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2260'A NEW BRIDGE CHANGED THE DIRECTIONS.  STATION IS NOW LOCATED 7.4 MI N
 AB2260'OF BEAUFORT ON NC 101, THEN RIGHT ON CORE CREEK RD FOR 0.2 MI IN THE
 AB2260'NW END OF THE NE HEADWALL OF AN 18 INCH CONCRETE PIPE HIGHWAY CULVERT.
 AB2260'MARK IS ABOUT 1 FOOT LOWER THAN THE ROAD.  LOCATED 16.6 FT NE OF THE
 AB2260'CENTERLINE OF CORE CREEK RD.  90 FT NNW OF THE INTERSECTION OF CORE
 AB2260'CREEK RD AND OLD STANTON RD, AND 35.7 FT NW OF THE TELEPHONE PEDESTAL.
 AB2260' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2261 ***********************************************************************
 AB2261  DESIGNATION -  CAR 81
 AB2261  PID         -  AB2261
 AB2261  STATE/COUNTY-  NC/CARTERET
 AB2261  USGS QUAD   -  CORE CREEK (1994)
 AB2261
 AB2261                         *CURRENT SURVEY CONTROL
 AB2261  ___________________________________________________________________
 AB2261* NAD 83(2007)-  34 48 32.43991(N)    076 40 24.97307(W)     ADJUSTED  
 AB2261* NAVD 88     -         1.604  (meters)       5.26   (feet)  ADJUSTED  
 AB2261  ___________________________________________________________________
 AB2261  EPOCH DATE  -        2002.00
 AB2261  X           -   1,208,391.013 (meters)                     COMP
 AB2261  Y           -  -5,101,354.906 (meters)                     COMP
 AB2261  Z           -   3,620,469.934 (meters)                     COMP
 AB2261  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AB2261  ELLIP HEIGHT-         -35.891 (meters)          (02/10/07) ADJUSTED
 AB2261  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 AB2261  DYNAMIC HT  -           1.603 (meters)       5.26  (feet)  COMP
 AB2261
 AB2261  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2261  Type    PID    Designation                      North   East  Ellip
 AB2261  -------------------------------------------------------------------
 AB2261  NETWORK AB2261 CAR 81                            1.02   0.96   1.86
 AB2261  -------------------------------------------------------------------
 AB2261  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 AB2261
 AB2261  VERT ORDER  -  SECOND    CLASS II
 AB2261
 AB2261.The horizontal coordinates were established by GPS observations
 AB2261.and adjusted by the National Geodetic Survey in February 2007.
 AB2261
 AB2261.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2261.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2261.The horizontal coordinates are valid at the epoch date displayed above.
 AB2261.The epoch date for horizontal control is a decimal equivalence
 AB2261.of Year/Month/Day.
 AB2261
 AB2261.The orthometric height was determined by differential leveling
 AB2261.and adjusted in May 1996.
 AB2261
 AB2261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2261
 AB2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2261
 AB2261.The ellipsoidal height was determined by GPS observations
 AB2261.and is referenced to NAD 83.
 AB2261
 AB2261.The geoid height was determined by GEOID03.
 AB2261
 AB2261.The dynamic height is computed by dividing the NAVD 88
 AB2261.geopotential number by the normal gravity value computed on the
 AB2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2261.degrees latitude (g = 980.6199 gals.).
 AB2261
 AB2261.The modeled gravity was interpolated from observed gravity values.
 AB2261
 AB2261;                    North         East     Units Scale Factor Converg.
 AB2261;SPC NC       -   119,970.739   822,425.674   MT  0.99990226   +1 20 33.8
 AB2261;SPC NC       -   393,604.00  2,698,241.57   sFT  0.99990226   +1 20 33.8
 AB2261;UTM  18      - 3,853,139.922   346,919.253   MT  0.99988883   -0 57 20.0
 AB2261
 AB2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2261!SPC NC       -   1.00000563  x   0.99990226  =   0.99990789
 AB2261!UTM  18      -   1.00000563  x   0.99988883  =   0.99989446
 AB2261
 AB2261|---------------------------------------------------------------------|
 AB2261| PID    Reference Object                     Distance      Geod. Az  |
 AB2261|                                                           dddmmss.s |
 AB2261| AB2268 SPARKERS                            396.444 METERS 04912     |
 AB2261|---------------------------------------------------------------------|
 AB2261
 AB2261                          SUPERSEDED SURVEY CONTROL
 AB2261
 AB2261  NAD 83(2001)-  34 48 32.44049(N)    076 40 24.97194(W) AD(       ) 1
 AB2261  ELLIP H (03/13/03)  -35.913  (m)                       GP(       ) 4 2
 AB2261  NAD 83(1986)-  34 48 32.45057(N)    076 40 24.98046(W) AD(       ) 1
 AB2261  NAVD 88 (03/18/97)    1.60   (m)            5.2    (f) LEVELING    3  
 AB2261
 AB2261.Superseded values are not recommended for survey control.
 AB2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2261.See file dsdata.txt to determine how the superseded data were derived.
 AB2261
 AB2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4691953140(NAD 83)
 AB2261_MARKER: DB = BENCH MARK DISK
 AB2261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2261_SP_SET: HEADWALL
 AB2261_STAMPING: CAR 81 1992
 AB2261_MARK LOGO: NCGS  
 AB2261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2261+STABILITY: SURFACE MOTION
 AB2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2261+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB2261
 AB2261  HISTORY     - Date     Condition        Report By
 AB2261  HISTORY     - 1992     MONUMENTED       NCGS
 AB2261  HISTORY     - 19960112 GOOD             NCGS
 AB2261  HISTORY     - 20051102 GOOD             USPSQD
 AB2261  HISTORY     - 20061220 MARK NOT FOUND   USPSQD
 AB2261
 AB2261                          STATION DESCRIPTION
 AB2261
 AB2261'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2261'STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF BEAUFORT. ALONG NC
 AB2261'101 FOR 1.7 MI (2.7 KM) SOUTHEAST FROM THE INTERCOASTAL WATERWAY
 AB2261'BRIDGE, AT SR 1163 (LAUREL ROAD), IN THE NORTHWESTERN END OF THE
 AB2261'NORTHEAST HEADWALL OF A SINGLE BOX HIGHWAY CULVERT. MARK IS ABOUT
 AB2261'LEVEL WITH NC 101.  LOCATED 47.4 FT (14.4 M) EAST OF THE CENTERLINE OF
 AB2261'NC 101, 34.3 FT (10.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1163,
 AB2261'0.9 FT (0.3 M) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, AND 8.7
 AB2261'FT (2.7 M) SOUTH OF THE NORTHEAST END OF A 5-INCH CORRUGATED METAL
 AB2261'PIPE UNDER NC 101.
 AB2261
 AB2261                          STATION RECOVERY (1996)
 AB2261
 AB2261'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AB2261'RECOVERED AS DESCRIBED.
 AB2261
 AB2261                          STATION RECOVERY (2005)
 AB2261
 AB2261'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2261'RECOVERED IN GOOD CONDITION.
 AB2261
 AB2261                          STATION RECOVERY (2006)
 AB2261
 AB2261'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2261'THE CULVERT HAS BEEN TOTALLY REPLACED WITHIN THE LAST YEAR.  IT IS NOW
 AB2261'MADE OUT OF METAL.  NO MARKER IN THE HEADWALL.  THERE WAS A ROUND
 AB2261'ORANGE MARK ABOUT WHERE THE MARKER SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2262 ***********************************************************************
 AB2262  DESIGNATION -  CAR 82
 AB2262  PID         -  AB2262
 AB2262  STATE/COUNTY-  NC/CARTERET
 AB2262  USGS QUAD   -  CORE CREEK (1994)
 AB2262
 AB2262                         *CURRENT SURVEY CONTROL
 AB2262  ___________________________________________________________________
 AB2262* NAD 83(1986)-  34 48 50.     (N)    076 39 11.     (W)     SCALED    
 AB2262* NAVD 88     -         3.092  (meters)      10.14   (feet)  ADJUSTED  
 AB2262  ___________________________________________________________________
 AB2262  GEOID HEIGHT-         -37.51  (meters)                     GEOID03
 AB2262  DYNAMIC HT  -           3.089 (meters)      10.13  (feet)  COMP
 AB2262  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 AB2262
 AB2262  VERT ORDER  -  SECOND    CLASS II
 AB2262
 AB2262.The horizontal coordinates were scaled from a topographic map and have
 AB2262.an estimated accuracy of +/- 6 seconds.
 AB2262
 AB2262.The orthometric height was determined by differential leveling
 AB2262.and adjusted in May 1996.
 AB2262
 AB2262.The geoid height was determined by GEOID03.
 AB2262
 AB2262.The dynamic height is computed by dividing the NAVD 88
 AB2262.geopotential number by the normal gravity value computed on the
 AB2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2262.degrees latitude (g = 980.6199 gals.).
 AB2262
 AB2262.The modeled gravity was interpolated from observed gravity values.
 AB2262
 AB2262;                    North         East    Units  Estimated Accuracy
 AB2262;SPC NC       -   120,560.      824,290.      MT  (+/- 180 meters Scaled)
 AB2262
 AB2262                          SUPERSEDED SURVEY CONTROL
 AB2262
 AB2262.No superseded survey control is available for this station.
 AB2262
 AB2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD488536(NAD 83)
 AB2262_MARKER: DD = SURVEY DISK
 AB2262_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB2262+WITH SETTING: PAVEMENT
 AB2262_SP_SET: WATER TANK BASE
 AB2262_STAMPING: CAR 82 1992
 AB2262_MARK LOGO: NCGS  
 AB2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2262+STABILITY: SURFACE MOTION
 AB2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2262+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AB2262
 AB2262  HISTORY     - Date     Condition        Report By
 AB2262  HISTORY     - 1992     MONUMENTED       NCGS
 AB2262  HISTORY     - 20051102 GOOD             USPSQD
 AB2262
 AB2262                          STATION DESCRIPTION
 AB2262
 AB2262'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2262'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF BEAUFORT, AT THE
 AB2262'NORTH RIVER WATER SYSTEM WATER TANK. PROCEED ALONG NC 101 FOR 1.7 MI
 AB2262'(2.7 KM) SOUTHEAST FROM THE INTRACOASTAL WATERWAY BRIDGE TO SR 1163
 AB2262'(LAUREL ROAD), THENCE EAST ALONG SR 1163 FOR 1.25 MI (2.01 KM) TO THE
 AB2262'NORTH RIVER WATER SYSTEM TANK AND THE STATION, IN THE SOUTHEAST CORNER
 AB2262'OF THE CENTER CONCRETE BASE OF THE WATER TANK (ERECTED IN 1988). MARK
 AB2262'IS ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 21 INCHES ABOVE THE
 AB2262'GROUND.  LOCATED 530.0 FT (161.5 M) NORTH OF THE CENTERLINE OF SR
 AB2262'1163, 0.7 FT (0.2 M) WEST OF THE EAST EDGE OF THE CONCRETE BASE, 0.7
 AB2262'FT (0.2 M) NORTH OF THE SOUTH EDGE OF THE CONCRETE BASE, AND 153.2 FT
 AB2262'(46.7 M) NORTHWEST OF THE CENTER OF THE GATE IN THE DRIVEWAY LEADING
 AB2262'TO THE TANK.
 AB2262
 AB2262                          STATION RECOVERY (2005)
 AB2262
 AB2262'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2263 ***********************************************************************
 AB2263  DESIGNATION -  CAR 83
 AB2263  PID         -  AB2263
 AB2263  STATE/COUNTY-  NC/CARTERET
 AB2263  USGS QUAD   -  CORE CREEK (1994)
 AB2263
 AB2263                         *CURRENT SURVEY CONTROL
 AB2263  ___________________________________________________________________
 AB2263* NAD 83(1986)-  34 47 57.     (N)    076 40 15.     (W)     SCALED    
 AB2263* NAVD 88     -         1.825  (meters)       5.99   (feet)  ADJUSTED  
 AB2263  ___________________________________________________________________
 AB2263  GEOID HEIGHT-         -37.50  (meters)                     GEOID03
 AB2263  DYNAMIC HT  -           1.823 (meters)       5.98  (feet)  COMP
 AB2263  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 AB2263
 AB2263  VERT ORDER  -  SECOND    CLASS II
 AB2263
 AB2263.The horizontal coordinates were scaled from a topographic map and have
 AB2263.an estimated accuracy of +/- 6 seconds.
 AB2263
 AB2263.The orthometric height was determined by differential leveling
 AB2263.and adjusted in May 1996.
 AB2263
 AB2263.The geoid height was determined by GEOID03.
 AB2263
 AB2263.The dynamic height is computed by dividing the NAVD 88
 AB2263.geopotential number by the normal gravity value computed on the
 AB2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2263.degrees latitude (g = 980.6199 gals.).
 AB2263
 AB2263.The modeled gravity was interpolated from observed gravity values.
 AB2263
 AB2263;                    North         East    Units  Estimated Accuracy
 AB2263;SPC NC       -   118,890.      822,710.      MT  (+/- 180 meters Scaled)
 AB2263
 AB2263                          SUPERSEDED SURVEY CONTROL
 AB2263
 AB2263.No superseded survey control is available for this station.
 AB2263
 AB2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD471520(NAD 83)
 AB2263_MARKER: DD = SURVEY DISK
 AB2263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2263_SP_SET: HEADWALL
 AB2263_STAMPING: CAR 83 1992
 AB2263_MARK LOGO: NCGS  
 AB2263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2263+STABILITY: SURFACE MOTION
 AB2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2263+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 AB2263
 AB2263  HISTORY     - Date     Condition        Report By
 AB2263  HISTORY     - 1992     MONUMENTED       NCGS
 AB2263  HISTORY     - 20060806 GOOD             USPSQD
 AB2263
 AB2263                          STATION DESCRIPTION
 AB2263
 AB2263'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2263'STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF BEAUFORT, ALONG NC
 AB2263'101 FOR 2.4 MI (3.9 KM) SOUTH FROM THE INTERCOASTAL WATERWAY BRIDGE,
 AB2263'OR 0.7 MI (1.1 KM) SOUTH OF SR 1163, IN THE NORTHERN END OF THE
 AB2263'EASTERN HEADWALL OF A SINGLE BOX HIGHWAY CULVERT. MARK IS ABOUT 1 FOOT
 AB2263'LOWER THAN THE HIGHWAY.  LOCATED 16.4 FT (5.0 M) EAST OF THE
 AB2263'CENTERLINE OF NC 101, 0.5 FT (0.2 M) SOUTH OF THE NORTH END OF THE
 AB2263'HEADWALL, 10.0 FT (3.0 M) SOUTH OF THE FARM FIELD ENTRANCE, AND 68.3
 AB2263'FT (20.8 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NO. (148E) WITH A
 AB2263'POLE AND REFERENCE TAG.
 AB2263
 AB2263                          STATION RECOVERY (2006)
 AB2263
 AB2263'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2263'THE TELEPHONE PEDESTAL WAS NOT FOUND.  THE FARM ROAD IS NEARLY
 AB2263'OVERGROWN.  THE BEST REFERENCE NOW IS THE SUBDIVISION ENTRANCE 170
 AB2263'FEET TO THE SOUTH ON THE OPPOSITE SIDE OF THE HWY 101.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2264 ***********************************************************************
 AB2264  DESIGNATION -  CAR 84
 AB2264  PID         -  AB2264
 AB2264  STATE/COUNTY-  NC/CARTERET
 AB2264  USGS QUAD   -  CORE CREEK (1994)
 AB2264
 AB2264                         *CURRENT SURVEY CONTROL
 AB2264  ___________________________________________________________________
 AB2264* NAD 83(1986)-  34 47 24.     (N)    076 40 07.     (W)     SCALED    
 AB2264* NAVD 88     -         1.353  (meters)       4.44   (feet)  ADJUSTED  
 AB2264  ___________________________________________________________________
 AB2264  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2264  DYNAMIC HT  -           1.351 (meters)       4.43  (feet)  COMP
 AB2264  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 AB2264
 AB2264  VERT ORDER  -  SECOND    CLASS II
 AB2264
 AB2264.The horizontal coordinates were scaled from a topographic map and have
 AB2264.an estimated accuracy of +/- 6 seconds.
 AB2264
 AB2264.The orthometric height was determined by differential leveling
 AB2264.and adjusted in May 1996.
 AB2264
 AB2264.The geoid height was determined by GEOID03.
 AB2264
 AB2264.The dynamic height is computed by dividing the NAVD 88
 AB2264.geopotential number by the normal gravity value computed on the
 AB2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2264.degrees latitude (g = 980.6199 gals.).
 AB2264
 AB2264.The modeled gravity was interpolated from observed gravity values.
 AB2264
 AB2264;                    North         East    Units  Estimated Accuracy
 AB2264;SPC NC       -   117,870.      822,930.      MT  (+/- 180 meters Scaled)
 AB2264
 AB2264                          SUPERSEDED SURVEY CONTROL
 AB2264
 AB2264.No superseded survey control is available for this station.
 AB2264
 AB2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD473510(NAD 83)
 AB2264_MARKER: DD = SURVEY DISK
 AB2264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2264_SP_SET: HEADWALL
 AB2264_STAMPING: CAR 84 1992
 AB2264_MARK LOGO: NCGS  
 AB2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2264+STABILITY: SURFACE MOTION
 AB2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2264+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2006
 AB2264
 AB2264  HISTORY     - Date     Condition        Report By
 AB2264  HISTORY     - 1992     MONUMENTED       NCGS
 AB2264  HISTORY     - 20050111 GOOD             NCGS
 AB2264  HISTORY     - 20060127 GOOD             USPSQD
 AB2264
 AB2264                          STATION DESCRIPTION
 AB2264
 AB2264'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2264'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF BEAUFORT. ALONG NC
 AB2264'101 FOR 4.8 MI (7.7 KM) NORTH FROM US 70, IN THE TOP OF THE
 AB2264'SOUTHWESTERN END OF THE WESTERN CONCRETE HEADWALL OF A SINGLE BOX
 AB2264'HIGHWAY CULVERT AT BELL CREEK. MARK IS ABOUT 1 FOOT LOWER THAN NC 101.
 AB2264'LOCATED 17.2 FT (5.2 M) WEST OF THE CENTERLINE OF NC 101, 48.3 FT
 AB2264'(14.7 M) NORTHEAST OF THE CENTERLINE OF SR 1161, 0.75 FT (0.23 M)
 AB2264'NORTH OF THE SOUTHERN END OF THE HEADWALL, AND 95.5 FT (29.1 M)
 AB2264'NORTH-NORTHWEST OF THE SOUTHERN INTERSECTION OF SR 1161 (TUTTLES GROVE
 AB2264'ROAD) AND NC 101.
 AB2264
 AB2264                          STATION RECOVERY (2005)
 AB2264
 AB2264'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 AB2264'RECOVERED AS DESCRIBED.
 AB2264
 AB2264                          STATION RECOVERY (2006)
 AB2264
 AB2264'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2265 ***********************************************************************
 AB2265  DESIGNATION -  CAR 85
 AB2265  PID         -  AB2265
 AB2265  STATE/COUNTY-  NC/CARTERET
 AB2265  USGS QUAD   -  CORE CREEK (1994)
 AB2265
 AB2265                         *CURRENT SURVEY CONTROL
 AB2265  ___________________________________________________________________
 AB2265* NAD 83(1986)-  34 46 43.     (N)    076 39 56.     (W)     SCALED    
 AB2265* NAVD 88     -         2.181  (meters)       7.16   (feet)  ADJUSTED  
 AB2265  ___________________________________________________________________
 AB2265  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2265  DYNAMIC HT  -           2.179 (meters)       7.15  (feet)  COMP
 AB2265  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 AB2265
 AB2265  VERT ORDER  -  SECOND    CLASS II
 AB2265
 AB2265.The horizontal coordinates were scaled from a topographic map and have
 AB2265.an estimated accuracy of +/- 6 seconds.
 AB2265
 AB2265.The orthometric height was determined by differential leveling
 AB2265.and adjusted in May 1996.
 AB2265
 AB2265.The geoid height was determined by GEOID03.
 AB2265
 AB2265.The dynamic height is computed by dividing the NAVD 88
 AB2265.geopotential number by the normal gravity value computed on the
 AB2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2265.degrees latitude (g = 980.6199 gals.).
 AB2265
 AB2265.The modeled gravity was interpolated from observed gravity values.
 AB2265
 AB2265;                    North         East    Units  Estimated Accuracy
 AB2265;SPC NC       -   116,620.      823,240.      MT  (+/- 180 meters Scaled)
 AB2265
 AB2265                          SUPERSEDED SURVEY CONTROL
 AB2265
 AB2265.No superseded survey control is available for this station.
 AB2265
 AB2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD476497(NAD 83)
 AB2265_MARKER: DD = SURVEY DISK
 AB2265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2265_SP_SET: HEADWALL
 AB2265_STAMPING: CAR 85 1992
 AB2265_MARK LOGO: NCGS  
 AB2265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2265+STABILITY: SURFACE MOTION
 AB2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2265+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2007
 AB2265
 AB2265  HISTORY     - Date     Condition        Report By
 AB2265  HISTORY     - 1992     MONUMENTED       NCGS
 AB2265  HISTORY     - 19980531 GOOD             USPSQD
 AB2265  HISTORY     - 20050110 GOOD             NCGS
 AB2265  HISTORY     - 20051031 GOOD             USPSQD
 AB2265  HISTORY     - 20070128 GOOD             USPSQD
 AB2265
 AB2265                          STATION DESCRIPTION
 AB2265
 AB2265'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2265'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH OF BEAUFORT. ALONG NC
 AB2265'101 FOR 3.9 MI (6.3 KM) NORTH FROM US 7O, IN THE NORTHWESTERN END OF
 AB2265'THE WESTERN CONCRETE HEADWALL FOR A 24-INCH METAL PIPE HIGHWAY
 AB2265'CULVERT, AND 0.2 MI (0.3 KM) SOUTH OF SR 1167 (CARDINAL STREET-
 AB2265'UNPAVED). MARK IS ABOUT 1 FOOT LOWER THAN NC 101.  LOCATED 15.6 FT
 AB2265'(4.8 M) WEST OF THE CENTERLINE OF NC 101, 0.6 FT (0.2 M) SOUTH OF THE
 AB2265'NORTHERN END OF THE HEADWALL, AND 97.3 FT (29.7 M) NORTH OF THE
 AB2265'WESTERN END OF AN 18-INCH METAL PIPE CULVERT.
 AB2265
 AB2265                          STATION RECOVERY (1998)
 AB2265
 AB2265'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB2265'RECOVERED IN GOOD CONDITION.
 AB2265
 AB2265                          STATION RECOVERY (2005)
 AB2265
 AB2265'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (EJH)
 AB2265'RECOVERED AS DESCRIBED.
 AB2265
 AB2265                          STATION RECOVERY (2005)
 AB2265
 AB2265'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AB2265'RECOVERED IN GOOD CONDITION.
 AB2265
 AB2265                          STATION RECOVERY (2007)
 AB2265
 AB2265'RECOVERY NOTE BY US POWER SQUADRON 2007 (RFH)
 AB2265'CARDINAL STREET IS NOW MERRILL FARM RD AND THE LAT/LONG ARE WAY OFF.
 AB2265'IT IS .3 MILE SOUTH OF SR 1167 (MERRILL FARM RD).  THE LATITUDE IS 34
 AB2265'46 40.3N AND LONGITUDE 076 39 53.6W.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2266 ***********************************************************************
 AB2266  DESIGNATION -  CAR 86
 AB2266  PID         -  AB2266
 AB2266  STATE/COUNTY-  NC/CARTERET
 AB2266  USGS QUAD   -  CORE CREEK (1994)
 AB2266
 AB2266                         *CURRENT SURVEY CONTROL
 AB2266  ___________________________________________________________________
 AB2266* NAD 83(2007)-  34 45 49.73573(N)    076 39 28.47543(W)     ADJUSTED  
 AB2266* NAVD 88     -         1.863  (meters)       6.11   (feet)  ADJUSTED  
 AB2266  ___________________________________________________________________
 AB2266  EPOCH DATE  -        2002.00
 AB2266  X           -   1,210,448.416 (meters)                     COMP
 AB2266  Y           -  -5,103,807.204 (meters)                     COMP
 AB2266  Z           -   3,616,352.305 (meters)                     COMP
 AB2266  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AB2266  ELLIP HEIGHT-         -35.637 (meters)          (02/10/07) ADJUSTED
 AB2266  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2266  DYNAMIC HT  -           1.861 (meters)       6.11  (feet)  COMP
 AB2266
 AB2266  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2266  Type    PID    Designation                      North   East  Ellip
 AB2266  -------------------------------------------------------------------
 AB2266  NETWORK AB2266 CAR 86                            0.53   0.47   1.29
 AB2266  -------------------------------------------------------------------
 AB2266  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 AB2266
 AB2266  VERT ORDER  -  SECOND    CLASS II
 AB2266
 AB2266.The horizontal coordinates were established by GPS observations
 AB2266.and adjusted by the National Geodetic Survey in February 2007.
 AB2266
 AB2266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2266.The horizontal coordinates are valid at the epoch date displayed above.
 AB2266.The epoch date for horizontal control is a decimal equivalence
 AB2266.of Year/Month/Day.
 AB2266
 AB2266.The orthometric height was determined by differential leveling
 AB2266.and adjusted in May 1996.
 AB2266
 AB2266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2266
 AB2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2266
 AB2266.The ellipsoidal height was determined by GPS observations
 AB2266.and is referenced to NAD 83.
 AB2266
 AB2266.The geoid height was determined by GEOID03.
 AB2266
 AB2266.The dynamic height is computed by dividing the NAVD 88
 AB2266.geopotential number by the normal gravity value computed on the
 AB2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2266.degrees latitude (g = 980.6199 gals.).
 AB2266
 AB2266.The modeled gravity was interpolated from observed gravity values.
 AB2266
 AB2266;                    North         East     Units Scale Factor Converg.
 AB2266;SPC NC       -   114,992.518   823,979.385   MT  0.99990862   +1 21 06.4
 AB2266;SPC NC       -   377,271.29  2,703,339.03   sFT  0.99990862   +1 21 06.4
 AB2266;UTM  18      - 3,848,103.507   348,272.097   MT  0.99988375   -0 56 43.8
 AB2266
 AB2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2266!SPC NC       -   1.00000559  x   0.99990862  =   0.99991421
 AB2266!UTM  18      -   1.00000559  x   0.99988375  =   0.99988934
 AB2266
 AB2266                          SUPERSEDED SURVEY CONTROL
 AB2266
 AB2266  NAD 83(2001)-  34 45 49.73599(N)    076 39 28.47488(W) AD(       ) 1
 AB2266  ELLIP H (03/13/03)  -35.638  (m)                       GP(       ) 4 2
 AB2266  NAD 83(1986)-  34 45 49.74595(N)    076 39 28.48260(W) AD(       ) 1
 AB2266  NAVD 88 (03/18/97)    1.86   (m)            6.1    (f) LEVELING    3  
 AB2266
 AB2266.Superseded values are not recommended for survey control.
 AB2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2266.See file dsdata.txt to determine how the superseded data were derived.
 AB2266
 AB2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4827248104(NAD 83)
 AB2266_MARKER: DD = SURVEY DISK
 AB2266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2266_SP_SET: HEADWALL
 AB2266_STAMPING: CAR 86 1992
 AB2266_MARK LOGO: NCGS  
 AB2266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2266+STABILITY: SURFACE MOTION
 AB2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2266+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 AB2266
 AB2266  HISTORY     - Date     Condition        Report By
 AB2266  HISTORY     - 1992     MONUMENTED       NCGS
 AB2266  HISTORY     - 19960112 GOOD             NCGS
 AB2266  HISTORY     - 19980531 GOOD             USPSQD
 AB2266  HISTORY     - 20040721 GOOD             NCGS
 AB2266  HISTORY     - 20060806 GOOD             USPSQD
 AB2266
 AB2266                          STATION DESCRIPTION
 AB2266
 AB2266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2266'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTH OF BEAUFORT. ALONG NC
 AB2266'101 FOR 2.9 MI (4.7 KM) NORTH FROM US 70, AT THE BRIDGE OVER RUSSELL
 AB2266'CREEK, IN THE SOUTHERN END OF THE SOUTHWESTERN CONCRETE WINGWALL, AND
 AB2266'0.1 MI (0.2 KM) NORTH OF SR 1165 (RUSSELL CREEK ROAD). MARK IS ABOUT
 AB2266'LEVEL WITH NC 101.  LOCATED 19.3 FT (5.9 M) WEST-SOUTHWEST OF THE
 AB2266'CENTERLINE OF NC 101, 0.55 FT (0.17 M) NORTH-NORTHWEST OF THE SOUTHERN
 AB2266'END OF THE WINGWALL, 7.0 FT (2.1 M) SOUTH OF THE SOUTHERN END OF THE
 AB2266'WESTERN CONCRETE BRIDGE RAIL, AND 3.3 FT (1.0 M) WEST OF THE FOURTH
 AB2266'METAL GUARD RAIL POST SOUTHWEST OF THE BRIDGE. NOTE--CT AND T TOWER IN
 AB2266'MOREHEAD IS VISIBLE AT ABOUT SOUTH 53 DEGREES WEST MAGNETIC.
 AB2266
 AB2266                          STATION RECOVERY (1996)
 AB2266
 AB2266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (WLL)
 AB2266'RECOVERED AS DESCRIBED.
 AB2266
 AB2266                          STATION RECOVERY (1998)
 AB2266
 AB2266'RECOVERY NOTE BY US POWER SQUADRON 1998
 AB2266'RECOVERED IN GOOD CONDITION.
 AB2266
 AB2266                          STATION RECOVERY (2004)
 AB2266
 AB2266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (RJC)
 AB2266'RECOVERED AS DESCRIBED.
 AB2266
 AB2266                          STATION RECOVERY (2006)
 AB2266
 AB2266'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2267 ***********************************************************************
 AB2267  DESIGNATION -  CAR 87
 AB2267  PID         -  AB2267
 AB2267  STATE/COUNTY-  NC/CARTERET
 AB2267  USGS QUAD   -  BEAUFORT (1987)
 AB2267
 AB2267                         *CURRENT SURVEY CONTROL
 AB2267  ___________________________________________________________________
 AB2267* NAD 83(1986)-  34 44 57.     (N)    076 39 05.     (W)     SCALED    
 AB2267* NAVD 88     -         1.049  (meters)       3.44   (feet)  ADJUSTED  
 AB2267  ___________________________________________________________________
 AB2267  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 AB2267  DYNAMIC HT  -           1.048 (meters)       3.44  (feet)  COMP
 AB2267  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 AB2267
 AB2267  VERT ORDER  -  SECOND    CLASS II
 AB2267
 AB2267.The horizontal coordinates were scaled from a topographic map and have
 AB2267.an estimated accuracy of +/- 6 seconds.
 AB2267
 AB2267.The orthometric height was determined by differential leveling
 AB2267.and adjusted in May 1996.
 AB2267
 AB2267.The geoid height was determined by GEOID03.
 AB2267
 AB2267.The dynamic height is computed by dividing the NAVD 88
 AB2267.geopotential number by the normal gravity value computed on the
 AB2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2267.degrees latitude (g = 980.6199 gals.).
 AB2267
 AB2267.The modeled gravity was interpolated from observed gravity values.
 AB2267
 AB2267;                    North         East    Units  Estimated Accuracy
 AB2267;SPC NC       -   113,380.      824,620.      MT  (+/- 180 meters Scaled)
 AB2267
 AB2267                          SUPERSEDED SURVEY CONTROL
 AB2267
 AB2267.No superseded survey control is available for this station.
 AB2267
 AB2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD488464(NAD 83)
 AB2267_MARKER: DD = SURVEY DISK
 AB2267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2267_SP_SET: HEADWALL
 AB2267_STAMPING: CAR 87 1992
 AB2267_MARK LOGO: NCGS  
 AB2267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2267+STABILITY: SURFACE MOTION
 AB2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2267+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB2267
 AB2267  HISTORY     - Date     Condition        Report By
 AB2267  HISTORY     - 1992     MONUMENTED       NCGS
 AB2267  HISTORY     - 20060127 MARK NOT FOUND   USPSQD
 AB2267
 AB2267                          STATION DESCRIPTION
 AB2267
 AB2267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AB2267'LOCATED 2.3 MI (3.7 KM) NORTH OF BEAUFORT ALONG NC 101 FOR 1.7 MI (2.7
 AB2267'KM) NORTH FROM US 70, IN THE NORTHERN END OF THE WESTERN CONCRETE
 AB2267'HEADWALL OF THE WADING CREEK SINGLE BOX HIGHWAY CULVERT, MARK IS ABOUT
 AB2267'2 FEET LOWER THAN NC 101.  LOCATED 18.2 FT (5.5 M) WEST OF THE
 AB2267'CENTERLINE OF NC 101, 0.75 FT (0.23 M) SOUTH OF THE NORTH END OF THE
 AB2267'HEADWALL, AND 183.0 FT (55.8 M) NORTH OF THE ENTRANCE TO THE CARTERET
 AB2267'MEMORIAL GARDENS, INC. CEMETERY (ACROSS ROAD).
 AB2267
 AB2267                          STATION RECOVERY (2006)
 AB2267
 AB2267'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AB2267'THE AREA OF THE HEADWALL IS FAIRLY WELL COVERED WITH VEGETATION. A
 AB2267'PERSON COULD EASILY FALL OFF THE HEADWALL WHILE REMOVING VEGATION.  WE
 AB2267'WAS ABLE TO CLEAR OFF A COUPLE OF FEET OF THE NORTH END BUT FOUND NO
 AB2267'MARKER OR ANY INDICATION OF ONE EVER BEING THERE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7512 ***********************************************************************
 AC7512  DESIGNATION -  CAR 88
 AC7512  PID         -  AC7512
 AC7512  STATE/COUNTY-  NC/CARTERET
 AC7512  USGS QUAD   -  MANSFIELD (1994)
 AC7512
 AC7512                         *CURRENT SURVEY CONTROL
 AC7512  ___________________________________________________________________
 AC7512* NAD 83(1986)-  34 41 59.     (N)    076 48 47.     (W)     SCALED    
 AC7512* NAVD 88     -         3.039  (meters)       9.97   (feet)  ADJUSTED  
 AC7512  ___________________________________________________________________
 AC7512  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 AC7512  DYNAMIC HT  -           3.036 (meters)       9.96  (feet)  COMP
 AC7512  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 AC7512
 AC7512  VERT ORDER  -  SECOND    CLASS II
 AC7512
 AC7512.The horizontal coordinates were scaled from a topographic map and have
 AC7512.an estimated accuracy of +/- 6 seconds.
 AC7512
 AC7512.The orthometric height was determined by differential leveling
 AC7512.and adjusted in May 1997.
 AC7512
 AC7512.The geoid height was determined by GEOID03.
 AC7512
 AC7512.The dynamic height is computed by dividing the NAVD 88
 AC7512.geopotential number by the normal gravity value computed on the
 AC7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7512.degrees latitude (g = 980.6199 gals.).
 AC7512
 AC7512.The modeled gravity was interpolated from observed gravity values.
 AC7512
 AC7512;                    North         East    Units  Estimated Accuracy
 AC7512;SPC NC       -   107,560.      809,940.      MT  (+/- 180 meters Scaled)
 AC7512
 AC7512                          SUPERSEDED SURVEY CONTROL
 AC7512
 AC7512.No superseded survey control is available for this station.
 AC7512
 AC7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD339412(NAD 83)
 AC7512_MARKER: DB = BENCH MARK DISK
 AC7512_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7512_SP_SET: SET IN CONCRETE DRIVEWAY
 AC7512_STAMPING: CAR 88 1992
 AC7512_MARK LOGO: NCGS  
 AC7512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7512+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 AC7512
 AC7512  HISTORY     - Date     Condition        Report By
 AC7512  HISTORY     - 1992     MONUMENTED       NCGS
 AC7512  HISTORY     - 20040302 GOOD             USPSQD
 AC7512  HISTORY     - 20070307 GOOD             USPSQD
 AC7512
 AC7512                          STATION DESCRIPTION
 AC7512
 AC7512'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7512'STATION IS LOCATED IN PINE KNOLL SHORES.$PROCEED ALONG NC 58 FOR 2.8
 AC7512'MI (4.5 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH TO MIMOSA
 AC7512'BOULEVARD, THENCE NORTH ON MIMOSA BOULEVARD FOR 0.35 MI (0.56 KM) TO
 AC7512'STATION, TO THE SOUTH, IN THE NORTHEAST CORNER OF THE CONCRETE
 AC7512'DRIVEWAY TO 135 MIMOSA BOULEVARD.$MARK IS FLUSH WITH GROUND AND LEVEL
 AC7512'WITH MIMOSA BOULEVARD. LOCATED 13.3 FT (4.1 M) SOUTH-SOUTHEAST OF THE
 AC7512'CENTERLINE OF MIMOSA BOULEVARD, 311 FT (94.8 M) WEST-SOUTHWEST OF THE
 AC7512'HAWTHORNE DRIVE AND MIMOSA BOULEVARD INTERSECTION, AND 3.0 FT (0.9 M)
 AC7512'NORTHWEST OF THE EASTERN EDGE OF THE CONCRETE DRIVE.
 AC7512
 AC7512                          STATION RECOVERY (2004)
 AC7512
 AC7512'RECOVERY NOTE BY US POWER SQUADRON 2004 (PKH)
 AC7512'RECOVERED IN GOOD CONDITION.
 AC7512
 AC7512                          STATION RECOVERY (2007)
 AC7512
 AC7512'RECOVERY NOTE BY US POWER SQUADRON 2007 (JBB)
 AC7512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7513 ***********************************************************************
 AC7513  DESIGNATION -  CAR 89
 AC7513  PID         -  AC7513
 AC7513  STATE/COUNTY-  NC/CARTERET
 AC7513  USGS QUAD   -  MANSFIELD (1994)
 AC7513
 AC7513                         *CURRENT SURVEY CONTROL
 AC7513  ___________________________________________________________________
 AC7513* NAD 83(1986)-  34 42 07.     (N)    076 48 12.     (W)     SCALED    
 AC7513* NAVD 88     -         3.598  (meters)      11.80   (feet)  ADJUSTED  
 AC7513  ___________________________________________________________________
 AC7513  GEOID HEIGHT-         -37.43  (meters)                     GEOID03
 AC7513  DYNAMIC HT  -           3.594 (meters)      11.79  (feet)  COMP
 AC7513  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 AC7513
 AC7513  VERT ORDER  -  SECOND    CLASS II
 AC7513
 AC7513.The horizontal coordinates were scaled from a topographic map and have
 AC7513.an estimated accuracy of +/- 6 seconds.
 AC7513
 AC7513.The orthometric height was determined by differential leveling
 AC7513.and adjusted in May 1997.
 AC7513
 AC7513.The geoid height was determined by GEOID03.
 AC7513
 AC7513.The dynamic height is computed by dividing the NAVD 88
 AC7513.geopotential number by the normal gravity value computed on the
 AC7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7513.degrees latitude (g = 980.6199 gals.).
 AC7513
 AC7513.The modeled gravity was interpolated from observed gravity values.
 AC7513
 AC7513;                    North         East    Units  Estimated Accuracy
 AC7513;SPC NC       -   107,830.      810,820.      MT  (+/- 180 meters Scaled)
 AC7513
 AC7513                          SUPERSEDED SURVEY CONTROL
 AC7513
 AC7513.No superseded survey control is available for this station.
 AC7513
 AC7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD348414(NAD 83)
 AC7513_MARKER: DB = BENCH MARK DISK
 AC7513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7513_SP_SET: SET IN CONCRETE DRIVEWAY
 AC7513_STAMPING: CAR 89 1992
 AC7513_MARK LOGO: NCGS  
 AC7513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7513+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AC7513
 AC7513  HISTORY     - Date     Condition        Report By
 AC7513  HISTORY     - 1992     MONUMENTED       NCGS
 AC7513  HISTORY     - 20051102 GOOD             USPSQD
 AC7513
 AC7513                          STATION DESCRIPTION
 AC7513
 AC7513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7513'STATION IS LOCATED IN PINE KLOLL SHORES.$PROCEED ALONG CEDAR ROAD FOR
 AC7513'0.4 MI (0.6 KM) NORTH FROM NC 58 TO OAKLEAF DRIVE, THENCE WEST ON
 AC7513'OAKLEAF DRIVE FOR 0.1 MI (0.2 KM) TO STATION, IN THE NORTHEAST CORNER
 AC7513'OF THE CONCRETE DRIVEWAY ON THE WESTERN PROLONGATION OF THE SOUTH
 AC7513'GUARD RAIL OF THE BRIDGE OVER MCNEIL INLET.$MARK IS FLUSH WITH GROUND
 AC7513'AND IS ABOUT 1-FOOT LOWER THAN OAKLEAF DRIVE. LOCATED 13.0 FT (4.0 M)
 AC7513'SOUTH OF THE CENTERLINE OF OAKLEAF DRIVE, 64.7 FT (19.7 M)
 AC7513'WEST-SOUTHWEST OF THE WEST END OF THE SOUTH WHEEL GUARD, AND 2.0 FT
 AC7513'(0.6 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE DRIVEWAY.
 AC7513
 AC7513                          STATION RECOVERY (2005)
 AC7513
 AC7513'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1371 ***********************************************************************
 EA1371  DESIGNATION -  CAR 9
 EA1371  PID         -  EA1371
 EA1371  STATE/COUNTY-  NC/CARTERET
 EA1371  USGS QUAD   -  SWANSBORO (1994)
 EA1371
 EA1371                         *CURRENT SURVEY CONTROL
 EA1371  ___________________________________________________________________
 EA1371* NAD 83(1986)-  34 42 40.     (N)    077 04 05.     (W)     SCALED    
 EA1371* NAVD 88     -         3.202  (meters)      10.51   (feet)  ADJUSTED  
 EA1371  ___________________________________________________________________
 EA1371  GEOID HEIGHT-         -37.19  (meters)                     GEOID03
 EA1371  DYNAMIC HT  -           3.199 (meters)      10.50  (feet)  COMP
 EA1371  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 EA1371
 EA1371  VERT ORDER  -  SECOND    CLASS II
 EA1371
 EA1371.The horizontal coordinates were scaled from a topographic map and have
 EA1371.an estimated accuracy of +/- 6 seconds.
 EA1371
 EA1371.The orthometric height was determined by differential leveling
 EA1371.and adjusted in June 1991.
 EA1371
 EA1371.The geoid height was determined by GEOID03.
 EA1371
 EA1371.The dynamic height is computed by dividing the NAVD 88
 EA1371.geopotential number by the normal gravity value computed on the
 EA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1371.degrees latitude (g = 980.6199 gals.).
 EA1371
 EA1371.The modeled gravity was interpolated from observed gravity values.
 EA1371
 EA1371;                    North         East    Units  Estimated Accuracy
 EA1371;SPC NC       -   108,340.      786,560.      MT  (+/- 180 meters Scaled)
 EA1371
 EA1371                          SUPERSEDED SURVEY CONTROL
 EA1371
 EA1371.No superseded survey control is available for this station.
 EA1371
 EA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD106429(NAD 83)
 EA1371_MARKER: DB = BENCH MARK DISK
 EA1371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EA1371_SP_SET: WINGWALL OF BRIDGE
 EA1371_STAMPING: CAR 9 1981
 EA1371_MARK LOGO: NCGS  
 EA1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1371+STABILITY: SURFACE MOTION
 EA1371
 EA1371  HISTORY     - Date     Condition        Report By
 EA1371  HISTORY     - 1981     MONUMENTED       NCGS
 EA1371  HISTORY     - 19860826 GOOD             USPSQD
 EA1371  HISTORY     - 20030930 MARK NOT FOUND   USPSQD
 EA1371
 EA1371                          STATION DESCRIPTION
 EA1371
 EA1371'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EA1371'3.3 MI NE FROM SWANSBORO.
 EA1371'1.5 MILES NORTH ALONG NC 58 FROM THE INTERSECTION WITH NC 24 AT CAPE
 EA1371'CARTERET, IN SOUTHWEST WINGWALL OF BRIDGE OVER PETTIFORD CREEK, 18.4
 EA1371'FEET WEST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTHWEST OF EAST END OF
 EA1371'BRIDGE RAIL AND 8.0 FEET NORTH OF SOUTH END OF CIRCULAR CURB.
 EA1371'THE MARK IS 1 FT ABOVE HIGHWAY.
 EA1371
 EA1371                          STATION RECOVERY (1986)
 EA1371
 EA1371'RECOVERY NOTE BY US POWER SQUADRON 1986 (RPW)
 EA1371'RECOVERED IN GOOD CONDITION.
 EA1371
 EA1371                          STATION RECOVERY (2003)
 EA1371
 EA1371'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELM)
 EA1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7514 ***********************************************************************
 AC7514  DESIGNATION -  CAR 90
 AC7514  PID         -  AC7514
 AC7514  STATE/COUNTY-  NC/CARTERET
 AC7514  USGS QUAD   -  MANSFIELD (1994)
 AC7514
 AC7514                         *CURRENT SURVEY CONTROL
 AC7514  ___________________________________________________________________
 AC7514* NAD 83(1986)-  34 42 01.     (N)    076 45 33.     (W)     SCALED    
 AC7514* NAVD 88     -         2.036  (meters)       6.68   (feet)  ADJUSTED  
 AC7514  ___________________________________________________________________
 AC7514  GEOID HEIGHT-         -37.44  (meters)                     GEOID03
 AC7514  DYNAMIC HT  -           2.034 (meters)       6.67  (feet)  COMP
 AC7514  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 AC7514
 AC7514  VERT ORDER  -  SECOND    CLASS II
 AC7514
 AC7514.The horizontal coordinates were scaled from a topographic map and have
 AC7514.an estimated accuracy of +/- 6 seconds.
 AC7514
 AC7514.The orthometric height was determined by differential leveling
 AC7514.and adjusted in May 1997.
 AC7514
 AC7514.The geoid height was determined by GEOID03.
 AC7514
 AC7514.The dynamic height is computed by dividing the NAVD 88
 AC7514.geopotential number by the normal gravity value computed on the
 AC7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7514.degrees latitude (g = 980.6199 gals.).
 AC7514
 AC7514.The modeled gravity was interpolated from observed gravity values.
 AC7514
 AC7514;                    North         East    Units  Estimated Accuracy
 AC7514;SPC NC       -   107,730.      814,870.      MT  (+/- 180 meters Scaled)
 AC7514
 AC7514                          SUPERSEDED SURVEY CONTROL
 AC7514
 AC7514.No superseded survey control is available for this station.
 AC7514
 AC7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD388412(NAD 83)
 AC7514_MARKER: DB = BENCH MARK DISK
 AC7514_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7514_SP_SET: SET IN CONCRETE WATER TANK BASE
 AC7514_STAMPING: CAR 90 1992
 AC7514_MARK LOGO: NCGS  
 AC7514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7514+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2007
 AC7514
 AC7514  HISTORY     - Date     Condition        Report By
 AC7514  HISTORY     - 1992     MONUMENTED       NCGS
 AC7514  HISTORY     - 20030205 GOOD             USPSQD
 AC7514  HISTORY     - 20051031 GOOD             USPSQD
 AC7514  HISTORY     - 20070307 GOOD             USPSQD
 AC7514
 AC7514                          STATION DESCRIPTION
 AC7514
 AC7514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7514'STATION IS LOCATED IN ATLANTIC BEACH AT THE NO. 2 WATER TANK
 AC7514'SITE.$ALONG NC 58 FOR 0.1 MI (0.2 KM) EAST FROM THE POST OFFICE IN
 AC7514'ATLANTIC BEACH, AT WATER TANK, ON THE SOUTH SIDE OF THE 8-FOOT WIDE
 AC7514'ACCESS DOOR, SET IN THE CONCRETE BASE OF THE WATER TANK.$MARK PROJECTS
 AC7514'16 INCHES AND IS ABOUT 1-FOOT HIGHER THAN NC 58. LOCATED 225 FT (68.6
 AC7514'M) NORTH OF THE CENTERLINE OF NC 58, 80.0 FT (24.4 M) NORTHWEST OF THE
 AC7514'CENTER OF THE GATE IN THE DRIVEWAY LEADING TO THE TANK, AND 1.8 FT
 AC7514'(0.5 M) SOUTH OF THE SOUTH EDGE OF THE DOOR FRAME OPENING.
 AC7514
 AC7514                          STATION RECOVERY (2003)
 AC7514
 AC7514'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7514'RECOVERED IN GOOD CONDITION.
 AC7514
 AC7514                          STATION RECOVERY (2005)
 AC7514
 AC7514'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7514'RECOVERED IN GOOD CONDITION.
 AC7514
 AC7514                          STATION RECOVERY (2007)
 AC7514
 AC7514'RECOVERY NOTE BY US POWER SQUADRON 2007 (TL)
 AC7514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7516 ***********************************************************************
 AC7516  DESIGNATION -  CAR 91
 AC7516  PID         -  AC7516
 AC7516  STATE/COUNTY-  NC/CARTERET
 AC7516  USGS QUAD   -  SWANSBORO (1994)
 AC7516
 AC7516                         *CURRENT SURVEY CONTROL
 AC7516  ___________________________________________________________________
 AC7516* NAD 83(1986)-  34 39 07.     (N)    077 05 25.     (W)     SCALED    
 AC7516* NAVD 88     -         2.543  (meters)       8.34   (feet)  ADJUSTED  
 AC7516  ___________________________________________________________________
 AC7516  GEOID HEIGHT-         -37.13  (meters)                     GEOID03
 AC7516  DYNAMIC HT  -           2.540 (meters)       8.33  (feet)  COMP
 AC7516  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 AC7516
 AC7516  VERT ORDER  -  SECOND    CLASS II
 AC7516
 AC7516.The horizontal coordinates were scaled from a topographic map and have
 AC7516.an estimated accuracy of +/- 6 seconds.
 AC7516
 AC7516.The orthometric height was determined by differential leveling
 AC7516.and adjusted in May 1997.
 AC7516
 AC7516.The geoid height was determined by GEOID03.
 AC7516
 AC7516.The dynamic height is computed by dividing the NAVD 88
 AC7516.geopotential number by the normal gravity value computed on the
 AC7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7516.degrees latitude (g = 980.6199 gals.).
 AC7516
 AC7516.The modeled gravity was interpolated from observed gravity values.
 AC7516
 AC7516;                    North         East    Units  Estimated Accuracy
 AC7516;SPC NC       -   101,740.      784,650.      MT  (+/- 180 meters Scaled)
 AC7516
 AC7516                          SUPERSEDED SURVEY CONTROL
 AC7516
 AC7516.No superseded survey control is available for this station.
 AC7516
 AC7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD084364(NAD 83)
 AC7516_MARKER: DB = BENCH MARK DISK
 AC7516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7516_SP_SET: SET IN CONCRETE CURBING
 AC7516_STAMPING: CAR 91 1992
 AC7516_MARK LOGO: NCGS  
 AC7516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC7516
 AC7516  HISTORY     - Date     Condition        Report By
 AC7516  HISTORY     - 1992     MONUMENTED       NCGS
 AC7516
 AC7516                          STATION DESCRIPTION
 AC7516
 AC7516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7516'STATION IS LOCATED IN WESTERN EMERALD ISLE.$PROCEED ALONG NC 58 FOR
 AC7516'1.6 MI (2.6 KM) WEST FROM THE POST OFFICE IN EMERALD ISLE TO COAST
 AC7516'GUARD ROAD, THENCE WEST ON COAST GUARD ROAD FOR 1.8 MI (2.9 KM) TO
 AC7516'STATION, IN THE CONCRETE CURB ON THE NORTH END OF THE TRAFFIC ISLAND
 AC7516'IN THE ENTRANCE TO POINT EMERALD VILLAS.$MARK IS FLUSH WITH PAVEMENT
 AC7516'AND ABOUT 1-FOOT HIGHER THAN COAST GUARD ROAD. LOCATED 52.0 FT (15.8
 AC7516'M) SOUTH-SOUTHEAST OF THE CENTERLINE OF COAST GUARD ROAD, 33.1 FT
 AC7516'(10.1 M) EAST-SOUTHEAST OF TELEPHONE PEDESTAL NO. 820-1, 77.6 FT (23.7
 AC7516'M) SOUTH OF A WATER VALVE, 154.1 FT (47.0 M) SOUTHWEST OF A FIRE
 AC7516'HYDRANT ACROSS ROAD, AND 25.5 FT (7.8 M) SOUTHEAST OF A POWER POLE
 AC7516'WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7517 ***********************************************************************
 AC7517  DESIGNATION -  CAR 92
 AC7517  PID         -  AC7517
 AC7517  STATE/COUNTY-  NC/CARTERET
 AC7517  USGS QUAD   -  SWANSBORO (1994)
 AC7517
 AC7517                         *CURRENT SURVEY CONTROL
 AC7517  ___________________________________________________________________
 AC7517* NAD 83(1986)-  34 39 28.     (N)    077 04 19.     (W)     SCALED    
 AC7517* NAVD 88     -         5.851  (meters)      19.20   (feet)  ADJUSTED  
 AC7517  ___________________________________________________________________
 AC7517  GEOID HEIGHT-         -37.14  (meters)                     GEOID03
 AC7517  DYNAMIC HT  -           5.845 (meters)      19.18  (feet)  COMP
 AC7517  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 AC7517
 AC7517  VERT ORDER  -  SECOND    CLASS II
 AC7517
 AC7517.The horizontal coordinates were scaled from a topographic map and have
 AC7517.an estimated accuracy of +/- 6 seconds.
 AC7517
 AC7517.The orthometric height was determined by differential leveling
 AC7517.and adjusted in May 1997.
 AC7517
 AC7517.The geoid height was determined by GEOID03.
 AC7517
 AC7517.The dynamic height is computed by dividing the NAVD 88
 AC7517.geopotential number by the normal gravity value computed on the
 AC7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC7517.degrees latitude (g = 980.6199 gals.).
 AC7517
 AC7517.The modeled gravity was interpolated from observed gravity values.
 AC7517
 AC7517;                    North         East    Units  Estimated Accuracy
 AC7517;SPC NC       -   102,420.      786,320.      MT  (+/- 180 meters Scaled)
 AC7517
 AC7517                          SUPERSEDED SURVEY CONTROL
 AC7517
 AC7517.No superseded survey control is available for this station.
 AC7517
 AC7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD101370(NAD 83)
 AC7517_MARKER: DB = BENCH MARK DISK
 AC7517_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC7517_SP_SET: SET IN CONCRETE CURB GUTTER
 AC7517_STAMPING: CAR 92 1992
 AC7517_MARK LOGO: NCGS  
 AC7517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7517+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AC7517
 AC7517  HISTORY     - Date     Condition        Report By
 AC7517  HISTORY     - 1992     MONUMENTED       NCGS
 AC7517  HISTORY     - 20030205 GOOD             USPSQD
 AC7517  HISTORY     - 20040519 GOOD             USPSQD
 AC7517  HISTORY     - 20050728 GOOD             USPSQD
 AC7517
 AC7517                          STATION DESCRIPTION
 AC7517
 AC7517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 AC7517'STATION IS LOCATED IN WESTERN EMERALD ISLE.$PROCEED ALONG NC 58 FOR
 AC7517'1.6 MI (2.6 KM) WEST FROM THE POST OFFICE IN EMERALD ISLE TO COAST
 AC7517'GUARD ROAD, THENCE WEST ON COAST GUARD ROAD FOR 0.6 MI (1.0 KM) TO
 AC7517'STATION ON THE NORTH SIDE OF THE ROAD, IN THE SOUTH CURBING OF THE
 AC7517'TRAFFIC ISLAND (ENTRANCE TO CAPE EMERALD SUBDIVISION).$MARK IS FLUSH
 AC7517'WITH PAVEMENT AND ABOUT 1-FOOT LOWER THAN THE ROAD. LOCATED 66.0 FT
 AC7517'(20.1 M) NORTH OF THE CENTERLINE OF COAST GUARD ROAD, 49.4 FT (15.1 M)
 AC7517'NORTH OF A WATER VALVE, AND 56.6 FT (17.3 M) NORTH-NORTHEAST OF A
 AC7517'WATER VALVE.
 AC7517
 AC7517                          STATION RECOVERY (2003)
 AC7517
 AC7517'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AC7517'RECOVERED IN GOOD CONDITION.
 AC7517
 AC7517                          STATION RECOVERY (2004)
 AC7517
 AC7517'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 AC7517'RECOVERED IN GOOD CONDITION.
 AC7517
 AC7517                          STATION RECOVERY (2005)
 AC7517
 AC7517'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AC7517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5673 ***********************************************************************
 AH5673  DESIGNATION -  CAR 93
 AH5673  PID         -  AH5673
 AH5673  STATE/COUNTY-  NC/CARTERET
 AH5673  USGS QUAD   -  NORTH BAY (1971)
 AH5673
 AH5673                         *CURRENT SURVEY CONTROL
 AH5673  ___________________________________________________________________
 AH5673* NAD 83(1986)-  35 00 17.     (N)    076 18 53.     (W)     SCALED    
 AH5673* NAVD 88     -         0.592  (meters)       1.94   (feet)  POSTED    
 AH5673  ___________________________________________________________________
 AH5673  GEOID HEIGHT-         -37.83  (meters)                     GEOID03
 AH5673  DYNAMIC HT  -           0.590 (meters)       1.94  (feet)  COMP
 AH5673  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 AH5673
 AH5673  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AH5673
 AH5673.The horizontal coordinates were scaled from a topographic map and have
 AH5673.an estimated accuracy of +/- 6 seconds.
 AH5673
 AH5673.The orthometric height was determined by differential leveling
 AH5673.and adjusted in April 2001.
 AH5673.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AH5673.rate of 3.1 thru 4.0 mm/km.
 AH5673
 AH5673.The geoid height was determined by GEOID03.
 AH5673
 AH5673.The dynamic height is computed by dividing the NAVD 88
 AH5673.geopotential number by the normal gravity value computed on the
 AH5673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5673.degrees latitude (g = 980.6199 gals.).
 AH5673
 AH5673.The modeled gravity was interpolated from observed gravity values.
 AH5673
 AH5673;                    North         East    Units  Estimated Accuracy
 AH5673;SPC NC       -   142,500.      854,660.      MT  (+/- 180 meters Scaled)
 AH5673
 AH5673                          SUPERSEDED SURVEY CONTROL
 AH5673
 AH5673.No superseded survey control is available for this station.
 AH5673
 AH5673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD800743(NAD 83)
 AH5673_MARKER: DB = BENCH MARK DISK
 AH5673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5673_STAMPING: CAR 93 1998
 AH5673_MARK LOGO: NCGS  
 AH5673_PROJECTION: FLUSH
 AH5673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5673+STABILITY: SURFACE MOTION
 AH5673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5673+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 AH5673
 AH5673  HISTORY     - Date     Condition        Report By
 AH5673  HISTORY     - 1998     MONUMENTED       NCGS
 AH5673  HISTORY     - 19980330 GOOD             NCGS
 AH5673  HISTORY     - 20030203 GOOD             USPSQD
 AH5673
 AH5673                          STATION DESCRIPTION
 AH5673
 AH5673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998
 AH5673'STATION IS LOCATED ABOUT 36.9 MI (59.4 KM) NORTHEAST OF BEAUFORT AND
 AH5673'11.2 MI (18.0 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE
 AH5673'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND SR 1389 (DITCH PATH
 AH5673'ROAD) . ALONG NC HWY 12 FOR 11.1 MI (17.9 KM) NORTHEAST FROM
 AH5673'INTERSECTION OF US HWY 70 AND NC HWY 12 AT SEA LEVEL TO SR 1389 AND
 AH5673'STATION ON LEFT IN THE NORTHWEST QUADRANT OF INTERSECTION. MARK IS
 AH5673'LOCATED 30.0 FT (9.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF NC HWY 12,
 AH5673'30.2 FT (9.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1389 AND 9.0
 AH5673'FT (2.7 M) SOUTHEAST OF A 12-INCH PINE WITH A REFERENCE TAG.
 AH5673
 AH5673                          STATION RECOVERY (1998)
 AH5673
 AH5673'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH5673'STATION IS LOCATED ABOUT 36.9 MI (59.4 KM) NORTHEAST OF BEAUFORT, 11.1
 AH5673'MI (17.9 KM) NORTHEAST OF SEALEVEL, ALONG NC 12 FOR 11.1 MI (17.9 KM)
 AH5673'NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO SR 1389 (DITCH PATCH
 AH5673'ROAD), IN THE NORTHWEST QUADRANT.  MARK IS ABOUT 1 FOOT (0.3 M) HIGHER
 AH5673'THAN NC 12 AND FLUSH WITH THE GROUND.  LOCATED 30.0 FT (9.1 M)
 AH5673'WEST-SOUTHWEST OF THE CENTERLINE OF NC 12, 30.2 FT (9.2 M)
 AH5673'WEST-NORTHWEST OF THE CENTERLINE OF SR 1389, AND 9.0 FT (2.7 M)
 AH5673'SOUTHEAST OF A 12-INCH PINE WITH REFERENCE TAG.
 AH5673
 AH5673                          STATION RECOVERY (2003)
 AH5673
 AH5673'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AH5673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5672 ***********************************************************************
 AH5672  DESIGNATION -  CAR 94
 AH5672  PID         -  AH5672
 AH5672  STATE/COUNTY-  NC/CARTERET
 AH5672  USGS QUAD   -  ATLANTIC (1949)
 AH5672
 AH5672                         *CURRENT SURVEY CONTROL
 AH5672  ___________________________________________________________________
 AH5672* NAD 83(1986)-  34 59 33.     (N)    076 18 32.     (W)     SCALED    
 AH5672* NAVD 88     -         1.273  (meters)       4.18   (feet)  POSTED    
 AH5672  ___________________________________________________________________
 AH5672  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 AH5672  DYNAMIC HT  -           1.270 (meters)       4.17  (feet)  COMP
 AH5672  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 AH5672
 AH5672  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AH5672
 AH5672.The horizontal coordinates were scaled from a topographic map and have
 AH5672.an estimated accuracy of +/- 6 seconds.
 AH5672
 AH5672.The orthometric height was determined by differential leveling
 AH5672.and adjusted in April 2001.
 AH5672.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AH5672.rate of 3.1 thru 4.0 mm/km.
 AH5672
 AH5672.The geoid height was determined by GEOID03.
 AH5672
 AH5672.The dynamic height is computed by dividing the NAVD 88
 AH5672.geopotential number by the normal gravity value computed on the
 AH5672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5672.degrees latitude (g = 980.6199 gals.).
 AH5672
 AH5672.The modeled gravity was interpolated from observed gravity values.
 AH5672
 AH5672;                    North         East    Units  Estimated Accuracy
 AH5672;SPC NC       -   141,160.      855,230.      MT  (+/- 180 meters Scaled)
 AH5672
 AH5672                          SUPERSEDED SURVEY CONTROL
 AH5672
 AH5672.No superseded survey control is available for this station.
 AH5672
 AH5672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD805729(NAD 83)
 AH5672_MARKER: DB = BENCH MARK DISK
 AH5672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5672_STAMPING: CAR 94 1998
 AH5672_MARK LOGO: NCGS  
 AH5672_PROJECTION: FLUSH
 AH5672_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5672+STABILITY: SURFACE MOTION
 AH5672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5672+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 AH5672
 AH5672  HISTORY     - Date     Condition        Report By
 AH5672  HISTORY     - 1998     MONUMENTED       NCGS
 AH5672  HISTORY     - 19980330 GOOD             NCGS
 AH5672  HISTORY     - 20030203 GOOD             USPSQD
 AH5672
 AH5672                          STATION DESCRIPTION
 AH5672
 AH5672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998
 AH5672'STATION IS LOCATED ABOUT 36.0 MI (57.9 KM) NORTHEAST OF BEAUFORT AND
 AH5672'10.2 MI (16.4 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE
 AH5672'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND SR 1390 (LANDING
 AH5672'ROAD) . ALONG NC HWY 12 FOR 10.2 MI (16.4 KM) NORTHEAST FROM
 AH5672'INTERSECTION OF US HWY 70 AND NC HWY 12 AT SEA LEVEL TO SR 1390 AND
 AH5672'STATION ON RIGHT IN THE NORTHEAST QUADRANT OF INTERSECTION. MARK IS
 AH5672'ABOUT 1 FOOT (0.3 M) HIGHER THAN ROAD SURFACE AND FLUSH WITH THE
 AH5672'GROUND.  LOCATED 24.4 FT (7.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AH5672'NC HWY 12, 24.1 FT (7.3 M) NORTHEAST OF THE CENTERLINE OF SR 1390 AND
 AH5672'4.3 FT (1.3 M) EAST OF THE STREET SIGN.
 AH5672
 AH5672                          STATION RECOVERY (1998)
 AH5672
 AH5672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH5672'STATION IS LOCATED IN ABOUT 36.0 MI (57.9 KM) NORTHEAST OF BEAUFORT,
 AH5672'10.2 MI (16.4 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. ALONG NC
 AH5672'12 FOR 10.2 MI (16.4 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL,
 AH5672'TO SR 1390 (LANDING ROAD), IN THE NORTHEAST QUADRANT. MARK IS ABOUT
 AH5672'1-FOOT HIGHER THAN NC 12 AND FLUSH WITH THE GROUND. LOCATED 24.4 FT
 AH5672'(7.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF NC 12, 24.1 FT (7.3 M)
 AH5672'NORTHEAST OF THE CENTERLINE OF SR 1390, AND 4.3 FT (1.3 M) EAST OF
 AH5672'ROAD SIGN.
 AH5672
 AH5672                          STATION RECOVERY (2003)
 AH5672
 AH5672'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AH5672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5671 ***********************************************************************
 AH5671  DESIGNATION -  CAR 95
 AH5671  PID         -  AH5671
 AH5671  STATE/COUNTY-  NC/CARTERET
 AH5671  USGS QUAD   -  ATLANTIC (1949)
 AH5671
 AH5671                         *CURRENT SURVEY CONTROL
 AH5671  ___________________________________________________________________
 AH5671* NAD 83(1986)-  34 59 07.     (N)    076 18 17.     (W)     SCALED    
 AH5671* NAVD 88     -         2.268  (meters)       7.44   (feet)  POSTED    
 AH5671  ___________________________________________________________________
 AH5671  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 AH5671  DYNAMIC HT  -           2.270 (meters)       7.45  (feet)  COMP
 AH5671  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 AH5671
 AH5671  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AH5671
 AH5671.The horizontal coordinates were scaled from a topographic map and have
 AH5671.an estimated accuracy of +/- 6 seconds.
 AH5671
 AH5671.The orthometric height was determined by differential leveling
 AH5671.and adjusted in April 2001.
 AH5671.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AH5671.rate of 3.1 thru 4.0 mm/km.
 AH5671
 AH5671.The geoid height was determined by GEOID03.
 AH5671
 AH5671.The dynamic height is computed by dividing the NAVD 88
 AH5671.geopotential number by the normal gravity value computed on the
 AH5671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5671.degrees latitude (g = 980.6199 gals.).
 AH5671
 AH5671.The modeled gravity was interpolated from observed gravity values.
 AH5671
 AH5671;                    North         East    Units  Estimated Accuracy
 AH5671;SPC NC       -   140,370.      855,630.      MT  (+/- 180 meters Scaled)
 AH5671
 AH5671                          SUPERSEDED SURVEY CONTROL
 AH5671
 AH5671.No superseded survey control is available for this station.
 AH5671
 AH5671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD809721(NAD 83)
 AH5671_MARKER: DB = BENCH MARK DISK
 AH5671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5671_STAMPING: CAR 95 1998
 AH5671_MARK LOGO: NCGS  
 AH5671_PROJECTION: FLUSH
 AH5671_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5671+STABILITY: SURFACE MOTION
 AH5671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5671+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 AH5671
 AH5671  HISTORY     - Date     Condition        Report By
 AH5671  HISTORY     - 1998     MONUMENTED       NCGS
 AH5671  HISTORY     - 19980330 GOOD             NCGS
 AH5671  HISTORY     - 20030203 GOOD             USPSQD
 AH5671
 AH5671                          STATION DESCRIPTION
 AH5671
 AH5671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998
 AH5671'STATION IS LOCATED ABOUT 35.3 MI (56.8 KM) NORTHEAST OF BEAUFORT AND
 AH5671'9.5 MI (15.3 KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE
 AH5671'INTERSECTION OF NC HWY 12 (CEDAR ISLAND ROAD) AND STYRON DRIVE. ALONG
 AH5671'NC HWY 12 FOR 9.5 MI (15.3 KM) NORTHEAST FROM INTERSECTION OF US HWY
 AH5671'70 AND NC HWY 12 AT SEA LEVEL TO STYRON DRIVE AND STATION ON LEFT IN
 AH5671'THE SOUTHWEST QUADRANT OF INTERSECTION IN POWER LINE RIGHT OF WAY.
 AH5671'MARK IS ABOUT 2 FT (0.6 M) HIGHER THAN ROAD SURFACE AND FLUSH WITH
 AH5671'GROUND.  LOCATED 32.3 FT (9.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AH5671'NC HWY 12, 38.1 FT (11.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF STYRON
 AH5671'DRIVE AND 23.1 FT (7.0 M) EAST-SOUTHEAST OF A POWER POLE WITH A
 AH5671'REFERENCE TAG.
 AH5671
 AH5671                          STATION RECOVERY (1998)
 AH5671
 AH5671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH5671'STATION IS LOCATED ABOUT 35.3 MI (56.8 KM) NORTHEAST OF BEAUFORT, 9.5
 AH5671'MI (15.3 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. ALONG NC 12
 AH5671'FOR 9.5 MI (15.3 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO
 AH5671'STYRON DRIVE, IN THE SOUTHWEST QUADRANT. MARK IS ABOUT 2-FEET HIGHER
 AH5671'THAN NC 12 AND FLUSH WITH THE GROUND. LOCATED 32.3 FT (9.8 M)
 AH5671'SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 12, 38.1 FT (11.6 M)
 AH5671'EAST-SOUTHEAST OF THE CENTERLINE OF STYRON DRIVE (UNNUMBERED DIRT
 AH5671'DRIVE), AND 23.1 FT (7.0 M) EAST-SOUTHEAST OF A POWER POLE WITH
 AH5671'REFERENCE TAG.
 AH5671
 AH5671                          STATION RECOVERY (2003)
 AH5671
 AH5671'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AH5671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5670 ***********************************************************************
 AH5670  DESIGNATION -  CAR 96
 AH5670  PID         -  AH5670
 AH5670  STATE/COUNTY-  NC/CARTERET
 AH5670  USGS QUAD   -  ATLANTIC (1949)
 AH5670
 AH5670                         *CURRENT SURVEY CONTROL
 AH5670  ___________________________________________________________________
 AH5670* NAD 83(1986)-  34 58 25.     (N)    076 18 03.     (W)     SCALED    
 AH5670* NAVD 88     -         2.181  (meters)       7.16   (feet)  POSTED    
 AH5670  ___________________________________________________________________
 AH5670  GEOID HEIGHT-         -37.84  (meters)                     GEOID03
 AH5670  DYNAMIC HT  -           2.180 (meters)       7.15  (feet)  COMP
 AH5670  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 AH5670
 AH5670  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 AH5670
 AH5670.The horizontal coordinates were scaled from a topographic map and have
 AH5670.an estimated accuracy of +/- 6 seconds.
 AH5670
 AH5670.The orthometric height was determined by differential leveling
 AH5670.and adjusted in April 2001.
 AH5670.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 AH5670.rate of 3.1 thru 4.0 mm/km.
 AH5670
 AH5670.The geoid height was determined by GEOID03.
 AH5670
 AH5670.The dynamic height is computed by dividing the NAVD 88
 AH5670.geopotential number by the normal gravity value computed on the
 AH5670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5670.degrees latitude (g = 980.6199 gals.).
 AH5670
 AH5670.The modeled gravity was interpolated from observed gravity values.
 AH5670
 AH5670;                    North         East    Units  Estimated Accuracy
 AH5670;SPC NC       -   139,090.      856,020.      MT  (+/- 180 meters Scaled)
 AH5670
 AH5670                          SUPERSEDED SURVEY CONTROL
 AH5670
 AH5670.No superseded survey control is available for this station.
 AH5670
 AH5670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD812708(NAD 83)
 AH5670_MARKER: DB = BENCH MARK DISK
 AH5670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5670_STAMPING: CAR 96 1998
 AH5670_MARK LOGO: NCGS  
 AH5670_PROJECTION: FLUSH
 AH5670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH5670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5670+STABILITY: SURFACE MOTION
 AH5670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5670+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998
 AH5670
 AH5670  HISTORY     - Date     Condition        Report By
 AH5670  HISTORY     - 1998     MONUMENTED       NCGS
 AH5670  HISTORY     - 19980330 GOOD             NCGS
 AH5670  HISTORY     - 20030203 POOR             USPSQD
 AH5670
 AH5670                          STATION DESCRIPTION
 AH5670
 AH5670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998
 AH5670'LOCATED ABOUT 34.3 MI (55.2 KM) NORTHEAST OF BEAUFORT AND 8.5 MI (13.7
 AH5670'KM) NORTHEAST OF SEA LEVEL IN CEDAR ISLAND AT THE INTERSECTION OF NC
 AH5670'HWY 12 (CEDAR ISLAND ROAD) AND SR 1388 (LOLA ROAD). ALONG NC HWY 12
 AH5670'FOR 8.5 MI (13.7 KM) NORTHEAST FROM INTERSECTION OF US HWY 70 AND NC
 AH5670'HWY 12 AT SEA LEVEL TO SR 1388 AND STATION IN THE SOUTHEAST QUADRANT
 AH5670'OF INTERSECTION. MARK IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD SURFACE
 AH5670'AND FLUSH WITH GROUND.  LOCATED 43.2 FT (13.2 M) SOUTHEAST OF THE
 AH5670'CENTERLINE OF NC HWY 12, 35.5 FT (10.8 M) NORTHEAST OF THE CENTERLINE
 AH5670'OF SR 1388, 17.2 FT (5.2 M) EAST-SOUTHEAST OF STREET NAME SIGN AND
 AH5670'24.8 FT (7.6 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER 12R252E.
 AH5670
 AH5670                          STATION RECOVERY (1998)
 AH5670
 AH5670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 AH5670'STATION IS LOCATED ABOUT 34.3 MI (55.2 KM) NORTHEAST OF BEAUFORT, 8.5
 AH5670'MI (13.7 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND.  ALONG NC 12
 AH5670'FOR 8.5 MI (13.7 KM) NORTHEAST FROM US 70, NORTHWEST OF SEALEVEL, TO
 AH5670'SR 1388 (LOLA ROAD) AND IN THE SOUTHEAST QUADRANT.  MARK IS ABOUT
 AH5670'1-FOOT LOWER THAN NC 12 AND IS FLUSH WITH THE GROUND.  LOCATED 43.2 FT
 AH5670'(13.2 M) SOUTHEAST OF THE CENTERLINE OF NC 12, 35.5 FT (10.8 M)
 AH5670'NORTHEAST OF SR 1388, 17.2 FT (5.2 M) EAST-SOUTHEAST OF ROAD NAME
 AH5670'SIGN, AND 24.8 FT (7.6 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL
 AH5670'12R252E.
 AH5670
 AH5670                          STATION RECOVERY (2003)
 AH5670
 AH5670'RECOVERY NOTE BY US POWER SQUADRON 2003 (PFM)
 AH5670'CONCRETE POST AND REFERENCES ARE CORRECT BUT DISK IS MISSING FROM TOP
 AH5670'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AJ1813 ***********************************************************************
 AJ1813  DESIGNATION -  CAR 97
 AJ1813  PID         -  AJ1813
 AJ1813  STATE/COUNTY-  NC/CARTERET
 AJ1813  USGS QUAD   -  ATLANTIC (1949)
 AJ1813
 AJ1813                         *CURRENT SURVEY CONTROL
 AJ1813  ___________________________________________________________________
 AJ1813* NAD 83(1986)-  34 57 44.     (N)    076 17 02.     (W)     SCALED    
 AJ1813* NAVD 88     -         3.062  (meters)      10.05   (feet)  POSTED    
 AJ1813  ___________________________________________________________________
 AJ1813  GEOID HEIGHT-         -37.85  (meters)                     GEOID03
 AJ1813  DYNAMIC HT  -           3.060 (meters)      10.04  (feet)  COMP
 AJ1813  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 AJ1813
 AJ1813  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 AJ1813
 AJ1813.The horizontal coordinates were scaled from a topographic map and have
 AJ1813.an estimated accuracy of +/- 6 seconds.
 AJ1813
 AJ1813.The orthometric height was determined by differential leveling
 AJ1813.and adjusted in April 2001.
 AJ1813.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 AJ1813.was located on a no-check spur therefore a value was not computed.
 AJ1813.No vertical observational check was made to the station.
 AJ1813
 AJ1813.The geoid height was determined by GEOID03.
 AJ1813
 AJ1813.The dynamic height is computed by dividing the NAVD 88
 AJ1813.geopotential number by the normal gravity value computed on the
 AJ1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1813.degrees latitude (g = 980.6199 gals.).
 AJ1813
 AJ1813.The modeled gravity was interpolated from observed gravity values.
 AJ1813
 AJ1813;                    North         East    Units  Estimated Accuracy
 AJ1813;SPC NC       -   137,870.      857,610.      MT  (+/- 180 meters Scaled)
 AJ1813
 AJ1813                          SUPERSEDED SURVEY CONTROL
 AJ1813
 AJ1813.No superseded survey control is available for this station.
 AJ1813
 AJ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD827696(NAD 83)
 AJ1813_MARKER: DB = BENCH MARK DISK
 AJ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1813_STAMPING: CAR 97 1998
 AJ1813_MARK LOGO: NCGS  
 AJ1813_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1813+STABILITY: SURFACE MOTION
 AJ1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1813+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ1813
 AJ1813  HISTORY     - Date     Condition        Report By
 AJ1813  HISTORY     - 1998     MONUMENTED       NCGS
 AJ1813
 AJ1813                          STATION DESCRIPTION
 AJ1813
 AJ1813'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1998 (RJC)
 AJ1813'STATION IS LOCATED ABOUT 35.6 MI (57.3 KM) NORTHEAST OF BEAUFORT, 9.8
 AJ1813'MI (15.8 KM) NORTHEAST OF SEALEVEL, AND IN CEDAR ISLAND. PROCEED ALONG
 AJ1813'NC 12 FOR 8.5 MI (13.7 KM) NORTHEAST FROM US 70, NORTHWEST OF
 AJ1813'SEALEVEL, TO SR 1388 (LOLA ROAD), THENCE SOUTH ALONG SR 1388 FOR 1.3
 AJ1813'MI (2.1 KM) TO PILGRIMS REST FREE WILL BABTIST CHURCH AND STATION IN
 AJ1813'THE WEST SHOULDER ACROSS THE ROAD AND ON THE PROLONGATION OF THE
 AJ1813'SOUTHEAST SIDE OF CHURCH BUILDING. MARK IS ABOUT 1-FOOT HIGHER THAN SR
 AJ1813'1388 AND FLUSH WITH THE GROUND. LOCATED 18.6 FT (5.7 M) SOUTHWEST OF
 AJ1813'THE CENTERLINE OF SR 1388, 67.9 FT (20.7 M) SOUTHWEST OF THE SOUTH
 AJ1813'CORNER OF CHURCH BUILDING, AND 7.6 FT (2.3 M) NORTH OF A 6-INCH OAK
 AJ1813'WITH REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB1602 ***********************************************************************
 EB1602  DESIGNATION -  CAR WASH
 EB1602  PID         -  EB1602
 EB1602  STATE/COUNTY-  NC/SCOTLAND
 EB1602  USGS QUAD   -  GIBSON (1982)
 EB1602
 EB1602                         *CURRENT SURVEY CONTROL
 EB1602  ___________________________________________________________________
 EB1602* NAD 83(2001)-  34 48 22.30966(N)    079 32 33.44677(W)     ADJUSTED  
 EB1602* NAVD 88     -        76.623  (meters)     251.39   (feet)  ADJUSTED  
 EB1602  ___________________________________________________________________
 EB1602  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 EB1602  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 EB1602  DYNAMIC HT  -          76.550 (meters)     251.15  (feet)  COMP
 EB1602  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 EB1602
 EB1602  HORZ ORDER  -  SECOND
 EB1602  VERT ORDER  -  SECOND    CLASS I
 EB1602
 EB1602.The horizontal coordinates were established by classical geodetic methods
 EB1602.and adjusted by the National Geodetic Survey in August 2005.
 EB1602
 EB1602.The orthometric height was determined by differential leveling
 EB1602.and adjusted in June 1991.
 EB1602
 EB1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB1602
 EB1602.The geoid height was determined by GEOID03.
 EB1602
 EB1602.The dynamic height is computed by dividing the NAVD 88
 EB1602.geopotential number by the normal gravity value computed on the
 EB1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB1602.degrees latitude (g = 980.6199 gals.).
 EB1602
 EB1602.The modeled gravity was interpolated from observed gravity values.
 EB1602
 EB1602;                    North         East     Units Scale Factor Converg.
 EB1602;SPC NC       -   117,300.400   559,954.631   MT  0.99990263   -0 18 47.5
 EB1602;SPC NC       -   384,843.06  1,837,117.82   sFT  0.99990263   -0 18 47.5
 EB1602;UTM  17      - 3,852,519.259   633,305.807   MT  0.99981902   +0 49 55.2
 EB1602
 EB1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB1602!SPC NC       -   0.99999301  x   0.99990263  =   0.99989564
 EB1602!UTM  17      -   0.99999301  x   0.99981902  =   0.99981203
 EB1602
 EB1602                          SUPERSEDED SURVEY CONTROL
 EB1602
 EB1602  NAD 83(1986)-  34 48 22.32330(N)    079 32 33.45047(W) AD(       ) 2
 EB1602  NGVD 29 (10/06/93)   76.901  (m)          252.30   (f) ADJUSTED    2 1
 EB1602
 EB1602.Superseded values are not recommended for survey control.
 EB1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB1602.See file dsdata.txt to determine how the superseded data were derived.
 EB1602
 EB1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3330652519(NAD 83)
 EB1602_MARKER: DE = TRAVERSE STATION DISK
 EB1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB1602_SP_SET: CONCRETE POST
 EB1602_STAMPING: CAR WASH 1978
 EB1602_MARK LOGO: NCGS  
 EB1602_PROJECTION: FLUSH
 EB1602_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB1602+STABILITY: SURFACE MOTION
 EB1602
 EB1602  HISTORY     - Date     Condition        Report By
 EB1602  HISTORY     - 1978     MONUMENTED       NCGS
 EB1602  HISTORY     - 1978     GOOD             NCGS
 EB1602
 EB1602                          STATION DESCRIPTION
 EB1602
 EB1602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD)
 EB1602'THE STATION IS LOCATED APPROXIMATELY IN SOUTHEAST SECTION OF LAUREL
 EB1602'HILLS.
 EB1602'
 EB1602'TO REACH STATION FROM INTERSECTION OF US 74 WITH SR 1148 AND SR 1001
 EB1602'NORTH IN LAUREL HILL, PROCEED SOUTHEAST ALONG US 74 TO STATION ON LEFT
 EB1602'AND ON PROLONGATION OF SOUTHEAST WALL OF A BOX CAR WASH BUILDING AT
 EB1602'LAUREL HILL TEXACO STATION.
 EB1602'
 EB1602'STATION MARK IS A STANDARD DISK STAMPED---CAR WASH 1978---SET IN TOP
 EB1602'OF A 9 INCH CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND SURFACE.
 EB1602'THE MARK IS 38.1 FEET NORTHEAST OF CENTERLINE OF WEST BOUND LANE,
 EB1602'75.7 FEET SOUTHWEST OF SOUTHEAST CORNER OF A CAR WASH, 64.6 FEET SOUTH
 EB1602'OF BASE OF METAL DOUBLE LIGHT SUPPORT, 82.6 FEET SOUTHEAST OF CENTER
 EB1602'OF EASTERNMOST DRIVE TO TEXACO AND 35.2 FEET NORTHWEST OF AN 8 INCH
 EB1602'WOODEN GATE POST WITH REFERENCE TAG.
 EB1602
 EB1602                          STATION RECOVERY (1978)
 EB1602
 EB1602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EB1602'IN LAUREL HILL.
 EB1602'0.3 MILE SOUTHEAST ALONG U.S. 74 FROM INTERSECTION WITH SR 1001
 EB1602'AND SR 1148 IN LAUREL HILL, ON NORTH SIDE OF WESTBOUND LANE, ON
 EB1602'PROLONGATION OF SOUTHEAST WALL OF A 4 BAY CAR WASH BUILDING AT
 EB1602'LAUREL HILL TEXACO STATION, 38.1 FEET NORTHEAST OF CENTERLINE
 EB1602'WESTBOUND LANE, 64.6 FEET SOUTH OF BASE OF METAL SUPPORT POST FOR
 EB1602'DOUBLE LIGHT, 75.7 FEET SOUTHWEST OF SOUTHEAST CORNER OF CAR WASH,
 EB1602'82.6 FEET SOUTHEAST OF CENTERLINE OF EASTERNMOST DRIVE TO TEXACO
 EB1602'AND 35.2 FEET NORTHWEST OF 8 INCH WOODEN GATE POST WITH REFERENCE
 EB1602'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3045 ***********************************************************************
 EY3045  DESIGNATION -  CARANET
 EY3045  PID         -  EY3045
 EY3045  STATE/COUNTY-  NC/WILSON
 EY3045  USGS QUAD   -  WILSON (1978)
 EY3045
 EY3045                         *CURRENT SURVEY CONTROL
 EY3045  ___________________________________________________________________
 EY3045* NAD 83(2001)-  35 44 09.94465(N)    077 53 05.39103(W)     ADJUSTED  
 EY3045* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 EY3045  ___________________________________________________________________
 EY3045  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 EY3045  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 EY3045  HORZ ORDER  -  SECOND
 EY3045
 EY3045.The horizontal coordinates were established by classical geodetic methods
 EY3045.and adjusted by the National Geodetic Survey in August 2005.
 EY3045
 EY3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY3045
 EY3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3045
 EY3045.The geoid height was determined by GEOID03.
 EY3045
 EY3045;                    North         East     Units Scale Factor Converg.
 EY3045;SPC NC       -   220,887.398   710,471.535   MT  0.99990823   +0 38 37.1
 EY3045;SPC NC       -   724,694.74  2,330,938.69   sFT  0.99990823   +0 38 37.1
 EY3045;UTM  18      - 3,958,516.314   239,098.235   MT  1.00043888   -1 41 09.0
 EY3045
 EY3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3045!SPC NC       -   1.00000035  x   0.99990823  =   0.99990858
 EY3045!UTM  18      -   1.00000035  x   1.00043888  =   1.00043923
 EY3045
 EY3045:                Primary Azimuth Mark                     Grid Az
 EY3045:SPC NC       -  BRIDGE                                   099 16 14.5
 EY3045:UTM  18      -  BRIDGE                                   101 36 00.6
 EY3045
 EY3045|---------------------------------------------------------------------|
 EY3045| PID    Reference Object                     Distance      Geod. Az  |
 EY3045|                                                           dddmmss.s |
 EY3045| EY1266 BRIDGE                              APPROX. 0.6 KM 0995451.6 |
 EY3045| EY3070 WVOT                                149.160 METERS 34506     |
 EY3045|---------------------------------------------------------------------|
 EY3045
 EY3045                          SUPERSEDED SURVEY CONTROL
 EY3045
 EY3045  NAD 83(1986)-  35 44 09.95314(N)    077 53 05.40014(W) AD(       ) 2
 EY3045  NAD 27      -  35 44 09.38566(N)    077 53 06.46327(W) AD(       ) 2
 EY3045  NGVD 29 (07/19/86)   33.     (m)          108.     (f) VERT ANG    3  
 EY3045
 EY3045.Superseded values are not recommended for survey control.
 EY3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3045.See file dsdata.txt to determine how the superseded data were derived.
 EY3045
 EY3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3909858516(NAD 83)
 EY3045_MARKER: DE = TRAVERSE STATION DISK
 EY3045_SETTING: 0 = UNSPECIFIED SETTING
 EY3045_STAMPING: CARANET 1967
 EY3045_MARK LOGO: NCGS  
 EY3045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EY3045
 EY3045  HISTORY     - Date     Condition        Report By
 EY3045  HISTORY     - 1967     MONUMENTED       NCGS
 EY3045  HISTORY     - 1976     MARK NOT FOUND   USGS
 EY3045
 EY3045                          STATION DESCRIPTION
 EY3045
 EY3045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY3045'CARANET IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 EY3045'ESTABLISHED IN THE VICINITY OF WILSON, NORTH CAROLINA.
 EY3045'
 EY3045'CARANET IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF THE
 EY3045'CENTER OF WILSON.  TO REACH STATION PROCEED FROM THE
 EY3045'INTERSECTION OF NC 42 WITH U.S. 301, GO WEST ON NC 42 FOR
 EY3045'0.3 MILE TO STATION.  WHICH IS ON THE NORTH SHOULDER OF
 EY3045'NC 42, BETWEEN DRIVEWAY TO WVOT RADIO STATION AND SR 1328.
 EY3045'
 EY3045'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE
 EY3045'DISK, STAMPED CARANET 1967, WHICH IS 4 INCHES BELOW THE SURFACE
 EY3045'OF THE GROUND.
 EY3045'
 EY3045'MARK IS
 EY3045'
 EY3045'33.7 FT N OF C/L OF NC 42
 EY3045'
 EY3045'108.6 FT W OF 10 INCH MAPLE WITH ALUMINUM REF. TAG
 EY3045'
 EY3045'53.7 FT SW OF 4X4 POST WITH STOP SIGN ON W SIDE OF
 EY3045'SR 1328, AND WITH ALUMINUM REF. TAG
 EY3045'
 EY3045'24.0 FT SE OF TP WITH ALUMINUM REF. TAG IN SE CORNER OF
 EY3045'YARD OF WVOT STATION
 EY3045'
 EY3045'16.3 FT SE OF E END OF CULVERT UNDER DRIVEWAY TO WVOT STATION
 EY3045
 EY3045                          STATION RECOVERY (1976)
 EY3045
 EY3045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 EY3045'NOT RECOVERED, MAY BE DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3957 ***********************************************************************
 EZ3957  DESIGNATION -  CARAWAY
 EZ3957  PID         -  EZ3957
 EZ3957  STATE/COUNTY-  NC/RANDOLPH
 EZ3957  USGS QUAD   -  FARMER (1994)
 EZ3957
 EZ3957                         *CURRENT SURVEY CONTROL
 EZ3957  ___________________________________________________________________
 EZ3957* NAD 83(2001)-  35 43 40.59417(N)    079 56 12.61251(W)     ADJUSTED  
 EZ3957* NAVD 88     -       138.69   (+/-2cm)     455.0    (feet)  VERTCON   
 EZ3957  ___________________________________________________________________
 EZ3957  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EZ3957  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 EZ3957  HORZ ORDER  -  SECOND
 EZ3957  VERT ORDER  -  THIRD ? (See Below)
 EZ3957
 EZ3957.The horizontal coordinates were established by classical geodetic methods
 EZ3957.and adjusted by the National Geodetic Survey in August 2005.
 EZ3957
 EZ3957.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3957.The vertical order pertains to the NGVD 29 superseded value.
 EZ3957
 EZ3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3957
 EZ3957.The geoid height was determined by GEOID03.
 EZ3957
 EZ3957;                    North         East     Units Scale Factor Converg.
 EZ3957;SPC NC       -   219,816.204   524,852.528   MT  0.99990704   -0 32 26.6
 EZ3957;SPC NC       -   721,180.33  1,721,953.67   sFT  0.99990704   -0 32 26.6
 EZ3957;UTM  17      - 3,954,294.967   596,150.170   MT  0.99971392   +0 37 15.1
 EZ3957
 EZ3957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3957!SPC NC       -   0.99998299  x   0.99990704  =   0.99989004
 EZ3957!UTM  17      -   0.99998299  x   0.99971392  =   0.99969692
 EZ3957
 EZ3957:                Primary Azimuth Mark                     Grid Az
 EZ3957:SPC NC       -  CATTLE                                   305 53 49.6
 EZ3957:UTM  17      -  CATTLE                                   304 44 07.9
 EZ3957
 EZ3957|---------------------------------------------------------------------|
 EZ3957| PID    Reference Object                     Distance      Geod. Az  |
 EZ3957|                                                           dddmmss.s |
 EZ3957| EZ3958 CATTLE                              APPROX. 0.8 KM 3052123.0 |
 EZ3957|---------------------------------------------------------------------|
 EZ3957
 EZ3957                          SUPERSEDED SURVEY CONTROL
 EZ3957
 EZ3957  NAD 83(1986)-  35 43 40.60058(N)    079 56 12.61913(W) AD(       ) 2
 EZ3957  NAD 27      -  35 43 40.11289(N)    079 56 13.47828(W) AD(       ) 2
 EZ3957  NGVD 29 (07/19/86)  138.94   (m)          455.8    (f) LEVELING    3  
 EZ3957
 EZ3957.Superseded values are not recommended for survey control.
 EZ3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3957.See file dsdata.txt to determine how the superseded data were derived.
 EZ3957
 EZ3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9615054295(NAD 83)
 EZ3957_MARKER: DE = TRAVERSE STATION DISK
 EZ3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3957_STAMPING: CARAWAY 1971
 EZ3957_MARK LOGO: NCGS  
 EZ3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3957+STABILITY: SURFACE MOTION
 EZ3957
 EZ3957  HISTORY     - Date     Condition        Report By
 EZ3957  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3957
 EZ3957                          STATION DESCRIPTION
 EZ3957
 EZ3957'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (ESL)
 EZ3957'CARAWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ3957'IN THE VICINITY OF ASHEBORO, NORTH CAROLINA.
 EZ3957'
 EZ3957'CARAWAY IS LOCATED APPROXIMATELY 7.0 MILES WEST OF ASHEBORO.  TO
 EZ3957'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND U.S.
 EZ3957'220 BYPASS IN ASHEBORO.  GO WEST ON U.S. 64 FOR 6.7 MILES TO
 EZ3957'STATION AT NORTHEAST END OF CARAWAY CREEK BRIDGE OVER U.S. 64.
 EZ3957'
 EZ3957'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3957'CARAWAY 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3957'WHICH IS 2 INCHES ABOVE THE GROUND.
 EZ3957'
 EZ3957'MARK IS
 EZ3957'
 EZ3957'33.2 FT NE OF C/L OF U.S. 64
 EZ3957'
 EZ3957'16.9 FT NE OF NW END OF BRIDGE ABUTMENT
 EZ3957'
 EZ3957'7.5 FT SW OF ALUMINUM REF. TAG ON A BARRICADE GATE POST
 EZ3957'
 EZ3957'22.3 FT NW OF ALUMINUM REF. TAG ON PP
 EZ3957'
 EZ3957'21.5 FT N OF NW END OF BRIDGE CURB
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2482 ***********************************************************************
 EZ2482  DESIGNATION -  CARBIDE
 EZ2482  PID         -  EZ2482
 EZ2482  STATE/COUNTY-  NC/JOHNSTON
 EZ2482  USGS QUAD   -  CLAYTON (1993)
 EZ2482
 EZ2482                         *CURRENT SURVEY CONTROL
 EZ2482  ___________________________________________________________________
 EZ2482* NAD 83(2001)-  35 38 32.91364(N)    078 25 51.64192(W)     ADJUSTED  
 EZ2482* NAVD 88     -       100.548  (meters)     329.88   (feet)  ADJUSTED  
 EZ2482  ___________________________________________________________________
 EZ2482  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 EZ2482  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 EZ2482  DYNAMIC HT  -         100.459 (meters)     329.59  (feet)  COMP
 EZ2482  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 EZ2482
 EZ2482  HORZ ORDER  -  SECOND
 EZ2482  VERT ORDER  -  SECOND    CLASS II
 EZ2482
 EZ2482.The horizontal coordinates were established by classical geodetic methods
 EZ2482.and adjusted by the National Geodetic Survey in August 2005.
 EZ2482
 EZ2482.The orthometric height was determined by differential leveling
 EZ2482.and adjusted in June 1991.
 EZ2482
 EZ2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2482
 EZ2482.The geoid height was determined by GEOID03.
 EZ2482
 EZ2482.The dynamic height is computed by dividing the NAVD 88
 EZ2482.geopotential number by the normal gravity value computed on the
 EZ2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2482.degrees latitude (g = 980.6199 gals.).
 EZ2482
 EZ2482.The modeled gravity was interpolated from observed gravity values.
 EZ2482
 EZ2482;                    North         East     Units Scale Factor Converg.
 EZ2482;SPC NC       -   210,082.096   661,128.214   MT  0.99989577   +0 19 42.3
 EZ2482;SPC NC       -   689,244.34  2,169,051.48   sFT  0.99989577   +0 19 42.3
 EZ2482;UTM  17      - 3,947,334.894   732,602.592   MT  1.00026676   +1 29 51.7
 EZ2482
 EZ2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2482!SPC NC       -   0.99998954  x   0.99989577  =   0.99988531
 EZ2482!UTM  17      -   0.99998954  x   1.00026676  =   1.00025630
 EZ2482
 EZ2482:                Primary Azimuth Mark                     Grid Az
 EZ2482:SPC NC       -  STEPHENSON                               251 51 54.8
 EZ2482:UTM  17      -  STEPHENSON                               250 41 45.4
 EZ2482
 EZ2482|---------------------------------------------------------------------|
 EZ2482| PID    Reference Object                     Distance      Geod. Az  |
 EZ2482|                                                           dddmmss.s |
 EZ2482| EZ2483 STEPHENSON                          APPROX. 1.0 KM 2521137.1 |
 EZ2482|---------------------------------------------------------------------|
 EZ2482
 EZ2482                          SUPERSEDED SURVEY CONTROL
 EZ2482
 EZ2482  NAD 83(1986)-  35 38 32.92135(N)    078 25 51.65237(W) AD(       ) 2
 EZ2482  NAD 27      -  35 38 32.35444(N)    078 25 52.64240(W) AD(       ) 2
 EZ2482  NGVD 29 (??/??/92)  100.833  (m)          330.82   (f) ADJ UNCH    2 2
 EZ2482
 EZ2482.Superseded values are not recommended for survey control.
 EZ2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2482.See file dsdata.txt to determine how the superseded data were derived.
 EZ2482
 EZ2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3260347335(NAD 83)
 EZ2482_MARKER: DE = TRAVERSE STATION DISK
 EZ2482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EZ2482_SP_SET: CURB
 EZ2482_STAMPING: CARBIDE 1972
 EZ2482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EZ2482
 EZ2482  HISTORY     - Date     Condition        Report By
 EZ2482  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2482  HISTORY     - 1976     GOOD             NCGS
 EZ2482
 EZ2482                          STATION DESCRIPTION
 EZ2482
 EZ2482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2482'CARBIDE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2482'THE VICINITY OF CLAYTON, NORTH CAROLINA.
 EZ2482'
 EZ2482'CARBIDE IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF CLAYTON AND
 EZ2482'4.7 MILES SOUTHWEST OF ARCHERS LODGE.  TO REACH STATION FROM THE
 EZ2482'INTERSECTION OF NC 42 AND US 70 SOUTHEAST OF CLAYTON, PROCEED EAST
 EZ2482'ALONG NC 42 FOR 0.95 MILE TO STATION ON LEFT BANK, 0.45 MILE WEST
 EZ2482'OF INTERSECTION WITH SR 1902, NEAR UNION CARBIDE AGRICULTURE
 EZ2482'RESEARCH SIGN, AND APPROXIMATELY 300 FEET WEST OF GATE 2.
 EZ2482'
 EZ2482'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CARBIDE
 EZ2482'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2482'FLUSH WITH THE GROUND.
 EZ2482'
 EZ2482'MARK IS
 EZ2482'23.7 FEET N OF C/L OF NC 42.
 EZ2482'108.6 FEET W OF C/L ON NC 42 INTERSECTION WITH WOODS ROAD (S).
 EZ2482'8.0 FEET SSW OF FENCE POST WITH ALUMINUM REF. TAG.
 EZ2482'6.8 FEET SE OF FENCE POST WITH ALUMINUM REF. TAG.
 EZ2482'88.5 FEET ESE OF SE CORNER OF CONCRETE CURB AROUND SIGN IN
 EZ2482'FIELD.
 EZ2482
 EZ2482                          STATION RECOVERY (1976)
 EZ2482
 EZ2482'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2482'1.5 MI SE FROM CLAYTON.
 EZ2482'TO REACH STATION FROM THE INTERSECTION OF NC 42 AND US 70 SOUTHEAST OF
 EZ2482'CLAYTON, PROCEED EAST ALONG NC 42 FOR 0.95 MILE TO STATION ON LEFT ON
 EZ2482'TOP OF A BANK, NEAR UNION CARBIDE AGRICULTURE RESEARCH SIGN,
 EZ2482'APPROXIMATELY 300 FEET WEST OF GATE NO. 2.  23.7 FT. N OF CENTERLINE
 EZ2482'OF NC 42, 108.6 FT. W OF CENTERLINE INTERSECTION OF NC 42 WITH
 EZ2482'PROJECTED CENTERLINE OF WOODS ROAD SOUTH, 8.0 FT. SSW OF FENCE POST
 EZ2482'WITH ALUMINUM REF. TAG, 6.8 FT. SE OF FENCE POST WITH ALUMINUM REF.
 EZ2482'TAG AND 88.5 FT. ESE OF SOUTHEAST CORNER OF CONCRETE CURB AROUND SIGN
 EZ2482'IN FIELD.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF
 EZ2482'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4898 ***********************************************************************
 FA4898  DESIGNATION -  CARBIDE
 FA4898  PID         -  FA4898
 FA4898  STATE/COUNTY-  NC/CLEVELAND
 FA4898  USGS QUAD   -  SHELBY (1983)
 FA4898
 FA4898                         *CURRENT SURVEY CONTROL
 FA4898  ___________________________________________________________________
 FA4898* NAD 83(2001)-  35 17 34.99687(N)    081 35 54.63741(W)     ADJUSTED  
 FA4898* NAVD 88     -       263.71   (meters)     865.2    (feet)  N HEIGHT  
 FA4898  ___________________________________________________________________
 FA4898  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 FA4898  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 FA4898  DYNAMIC HT  -         263.45  (meters)     864.3   (feet)  COMP
 FA4898  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 FA4898
 FA4898  HORZ ORDER  -  SECOND
 FA4898  VERT ORDER  -  THIRD
 FA4898
 FA4898.The horizontal coordinates were established by classical geodetic methods
 FA4898.and adjusted by the National Geodetic Survey in August 2005.
 FA4898
 FA4898.The orthometric height was determined by differential leveling
 FA4898.and adjusted in July 1999.
 FA4898.The height was determined by precise leveling from only one NSRS
 FA4898.bench mark.  This was not adequate "tie leveling" to NSRS and was
 FA4898.allowed ONLY to validate the GPS-derived height.
 FA4898
 FA4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4898
 FA4898.The geoid height was determined by GEOID03.
 FA4898
 FA4898.The dynamic height is computed by dividing the NAVD 88
 FA4898.geopotential number by the normal gravity value computed on the
 FA4898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA4898.degrees latitude (g = 980.6199 gals.).
 FA4898
 FA4898.The modeled gravity was interpolated from observed gravity values.
 FA4898
 FA4898;                    North         East     Units Scale Factor Converg.
 FA4898;SPC NC       -   174,264.012   373,293.841   MT  0.99987285   -1 29 59.2
 FA4898;SPC NC       -   571,731.18  1,224,714.88   sFT  0.99987285   -1 29 59.2
 FA4898;UTM  17      - 3,905,706.725   445,580.038   MT  0.99963650   -0 20 44.9
 FA4898
 FA4898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4898!SPC NC       -   0.99996361  x   0.99987285  =   0.99983646
 FA4898!UTM  17      -   0.99996361  x   0.99963650  =   0.99960012
 FA4898
 FA4898                          SUPERSEDED SURVEY CONTROL
 FA4898
 FA4898  NAD 83(1986)-  35 17 35.01142(N)    081 35 54.63319(W) AD(       ) 2
 FA4898  NAVD 88 (07/10/98)  263.710  (m)          865.19   (f) UNKNOWN     2 2
 FA4898  NGVD 29 (09/01/92)  263.93   (m)          865.9    (f) LEVELING    3  
 FA4898
 FA4898.Superseded values are not recommended for survey control.
 FA4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4898.See file dsdata.txt to determine how the superseded data were derived.
 FA4898
 FA4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV4558005707(NAD 83)
 FA4898_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4898_SP_SET: CONCRETE POST
 FA4898_STAMPING: CARBIDE 1984
 FA4898_MARK LOGO: NCGS  
 FA4898_PROJECTION: FLUSH
 FA4898_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FA4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4898+STABILITY: SURFACE MOTION
 FA4898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4898+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 FA4898
 FA4898  HISTORY     - Date     Condition        Report By
 FA4898  HISTORY     - 1984     MONUMENTED       NCGS
 FA4898  HISTORY     - 19950109 GOOD             USPSQD
 FA4898  HISTORY     - 19980803 GOOD             NCGS
 FA4898  HISTORY     - 20041006 GOOD             USPSQD
 FA4898  HISTORY     - 20051129 GOOD             USPSQD
 FA4898
 FA4898                          STATION DESCRIPTION
 FA4898
 FA4898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FA4898'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF SHELBY.
 FA4898'ALONG US 74 FOR 2.25 KM (1.40 MI) WEST OF THE INTERSECTION WITH NC
 FA4898'226, AT THE INTERSECTION WITH SR 1313.
 FA4898'STATION IS LOCATED 8.05 M (26.41 FT) WEST OF THE CENTERLINE OF SR
 FA4898'1313, 37.67 M (123.59 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF US 74
 FA4898'EAST BOUND, 1.31 M (4.30 FT) EAST OF A CORNER POST OF AN ANCHOR
 FA4898'FENCE, 3.11 M (10.20 FT) SOUTHEAST OF A FIRE HYDRANT--AND 20.88 M
 FA4898'(68.50 FT) WEST OF A POWER POLE, 21.64 M (71.00 FT) SOUTH OF A POWER
 FA4898'POLE--BOTH WITH REFERENCE TAGS.  MARK IS FLUSH WITH THE GROUND AND
 FA4898'LEVEL WITH THE ROAD.
 FA4898'REFERENCE OBJECT IS USGS BENCH MARK--2 MEA 1980--SET IN THE CONCRETE
 FA4898'HEADWALL ABOUT 80 FT (24.4 M) NORTH OF THE STATION.  LOCATED 10.97 M
 FA4898'(35.99 FT) SOUTH OF THE CENTERLINE OF US 74 EAST BOUND, 17.07 M
 FA4898'(56.00 FT) WEST OF THE CENTERLINE OF SR 1313, 0.58 M (1.90 FT) WEST
 FA4898'OF THE EAST END OF THE HEADWALL, 0.73 M (2.40 FT) EAST OF THE WEST
 FA4898'END OF THE HEADWALL--AND 2.62 M (8.60 FT) NORTH-NORTHWEST OF A POWER
 FA4898'POLE, 2.26 M (7.41 FT) WEST-SOUTHWEST OF A ROAD SIGN--BOTH WITH
 FA4898'REFERENCE TAGS.  BENCH MARK IS 3 FT (0.9 M) LOWER THAN THE HIGHWAY.
 FA4898
 FA4898                          STATION RECOVERY (1995)
 FA4898
 FA4898'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA4898'RECOVERED IN GOOD CONDITION.
 FA4898
 FA4898                          STATION RECOVERY (1998)
 FA4898
 FA4898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (MDB)
 FA4898'RECOVERED AS DESCRIBED.
 FA4898
 FA4898                          STATION RECOVERY (2004)
 FA4898
 FA4898'RECOVERY NOTE BY US POWER SQUADRON 2004 (SBM)
 FA4898'RECOVERED IN GOOD CONDITION.
 FA4898
 FA4898                          STATION RECOVERY (2005)
 FA4898
 FA4898'RECOVERY NOTE BY US POWER SQUADRON 2005
 FA4898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3375 ***********************************************************************
 EZ3375  DESIGNATION -  CARBONTON
 EZ3375  PID         -  EZ3375
 EZ3375  STATE/COUNTY-  NC/LEE
 EZ3375  USGS QUAD   -  SANFORD (1981)
 EZ3375
 EZ3375                         *CURRENT SURVEY CONTROL
 EZ3375  ___________________________________________________________________
 EZ3375* NAD 83(2001)-  35 29 10.40215(N)    079 12 36.80770(W)     ADJUSTED  
 EZ3375* NAVD 88     -       111.3    (meters)     365.     (feet)  VERTCON   
 EZ3375  ___________________________________________________________________
 EZ3375  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EZ3375  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 EZ3375  HORZ ORDER  -  SECOND
 EZ3375
 EZ3375.The horizontal coordinates were established by classical geodetic methods
 EZ3375.and adjusted by the National Geodetic Survey in August 2005.
 EZ3375
 EZ3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3375
 EZ3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3375
 EZ3375.The geoid height was determined by GEOID03.
 EZ3375
 EZ3375;                    North         East     Units Scale Factor Converg.
 EZ3375;SPC NC       -   192,620.131   590,526.721   MT  0.99988093   -0 07 16.8
 EZ3375;SPC NC       -   631,954.55  1,937,419.75   sFT  0.99988093   -0 07 16.8
 EZ3375;UTM  17      - 3,928,437.830   662,356.696   MT  0.99992484   +1 02 21.1
 EZ3375
 EZ3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3375!SPC NC       -   0.99998748  x   0.99988093  =   0.99986841
 EZ3375!UTM  17      -   0.99998748  x   0.99992484  =   0.99991232
 EZ3375
 EZ3375:                Primary Azimuth Mark                     Grid Az
 EZ3375:SPC NC       -  WILRIK                                   104 38 51.2
 EZ3375:UTM  17      -  WILRIK                                   103 29 13.3
 EZ3375
 EZ3375|---------------------------------------------------------------------|
 EZ3375| PID    Reference Object                     Distance      Geod. Az  |
 EZ3375|                                                           dddmmss.s |
 EZ3375| EZ3355 WILRIK                              APPROX. 3.0 KM 1043134.4 |
 EZ3375| EZ3386 WILRIK AZ MK                         66.708 METERS 15738     |
 EZ3375| EZ3383 PLUG                                229.239 METERS 30433     |
 EZ3375|---------------------------------------------------------------------|
 EZ3375
 EZ3375                          SUPERSEDED SURVEY CONTROL
 EZ3375
 EZ3375  NAD 83(1986)-  35 29 10.40510(N)    079 12 36.81143(W) AD(       ) 2
 EZ3375  NAD 27      -  35 29 09.85060(N)    079 12 37.73109(W) AD(       ) 2
 EZ3375  NGVD 29 (07/19/86)  111.5    (m)          366.     (f) VERT ANG    3  
 EZ3375
 EZ3375.Superseded values are not recommended for survey control.
 EZ3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3375.See file dsdata.txt to determine how the superseded data were derived.
 EZ3375
 EZ3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV6235728438(NAD 83)
 EZ3375_MARKER: DE = TRAVERSE STATION DISK
 EZ3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3375_STAMPING: CARBONTON 1971
 EZ3375_MARK LOGO: NCGS  
 EZ3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3375+STABILITY: SURFACE MOTION
 EZ3375
 EZ3375  HISTORY     - Date     Condition        Report By
 EZ3375  HISTORY     - 1971     MONUMENTED       NCGS
 EZ3375
 EZ3375                          STATION DESCRIPTION
 EZ3375
 EZ3375'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ3375'CARBONTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3375'THE VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3375'
 EZ3375'CARBONTON IS LOCATED APPROXIMATELY 1.9 MILES WEST OF SANFORD.
 EZ3375'STATION IS AT THE INTERSECTION OF SR 1100 (SPRING LAKE EXTENSION) AND
 EZ3375'SR 1337 (KNOLLWOOD DR.) IN THE SOUTHWEST QUADRANT.  AND 0.7 MILE
 EZ3375'WEST OF INTERSECTION OF US 1-15-501 BYPASS AND SR 1100.
 EZ3375'
 EZ3375'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ3375'CARBONTON 1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3375'WHICH IS FLUSH WITH THE GROUND.
 EZ3375'
 EZ3375'MARK IS--
 EZ3375'65.4 FEET SSW OF C/L OF SPRING LANE EXTENSION (SR 1100).
 EZ3375'28.1 FEET W OF C/L OF KNOLLWOOD DR. (SR 1337).
 EZ3375'60.6 FEET W OF W END OF BRICK COLUMN (CARBONTON HEIGHTS SIGN).
 EZ3375'33.0 FEET S OF ALUMINUM REF. TAG ON PP.
 EZ3375'34.2 FEET S OF TOP OF CONCRETE STREET MARKER.
 EZ3375'118.1 FEET SSE OF TOP OF FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3281 ***********************************************************************
 EY3281  DESIGNATION -  CARD
 EY3281  PID         -  EY3281
 EY3281  STATE/COUNTY-  NC/HYDE
 EY3281  USGS QUAD   -  PONZER (1983)
 EY3281
 EY3281                         *CURRENT SURVEY CONTROL
 EY3281  ___________________________________________________________________
 EY3281* NAD 83(2001)-  35 32 13.11446(N)    076 28 02.70056(W)     ADJUSTED  
 EY3281* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3281  ___________________________________________________________________
 EY3281  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 EY3281  GEOID HEIGHT-         -37.46  (meters)                     GEOID03
 EY3281  HORZ ORDER  -  THIRD
 EY3281
 EY3281.The horizontal coordinates were established by classical geodetic methods
 EY3281.and adjusted by the National Geodetic Survey in August 2005.
 EY3281
 EY3281.The orthometric height was scaled from a topographic map.
 EY3281
 EY3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3281
 EY3281.The geoid height was determined by GEOID03.
 EY3281
 EY3281;                    North         East     Units Scale Factor Converg.
 EY3281;SPC NC       -   201,159.598   839,224.262   MT  0.99988494   +1 27 42.2
 EY3281;SPC NC       -   659,971.11  2,753,354.93   sFT  0.99988494   +1 27 42.2
 EY3281;UTM  18      - 3,933,584.589   366,971.679   MT  0.99981808   -0 51 10.9
 EY3281
 EY3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3281!SPC NC       -   1.00000577  x   0.99988494  =   0.99989071
 EY3281!UTM  18      -   1.00000577  x   0.99981808  =   0.99982385
 EY3281
 EY3281|---------------------------------------------------------------------|
 EY3281| PID    Reference Object                     Distance      Geod. Az  |
 EY3281|                                                           dddmmss.s |
 EY3281| EY3293 POINT                               291.649 METERS 00229     |
 EY3281| EY3285 INTRACOASTAL WATERWAY BCN 20A       APPROX. 1.9 KM 0280531.8 |
 EY3281| EY4852 CARD RM 1                            19.690 METERS 08623     |
 EY3281| EY4853 CARD RM 2                            15.841 METERS 15006     |
 EY3281| EY3277 BECK                                APPROX. 2.2 KM 1862343.6 |
 EY3281| EY3287 INTRACOASTAL WATERWAY BCN 24        APPROX. 1.3 KM 2653206.5 |
 EY3281| EY3286 INTRACOASTAL WATERWAY BCN 22        APPROX. 1.5 KM 3575538.8 |
 EY3281|---------------------------------------------------------------------|
 EY3281
 EY3281                          SUPERSEDED SURVEY CONTROL
 EY3281
 EY3281  NAD 83(1986)-  35 32 13.12350(N)    076 28 02.71291(W) AD(       ) 3
 EY3281  NAD 27      -  35 32 12.52200(N)    076 28 03.98100(W) AD(       ) 3
 EY3281
 EY3281.Superseded values are not recommended for survey control.
 EY3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3281.See file dsdata.txt to determine how the superseded data were derived.
 EY3281
 EY3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE6697233585(NAD 83)
 EY3281_MARKER: DS = TRIANGULATION STATION DISK
 EY3281_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EY3281_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 EY3281
 EY3281  HISTORY     - Date     Condition        Report By
 EY3281  HISTORY     - 1934     MONUMENTED       CGS
 EY3281  HISTORY     - 1949     GOOD             CGS
 EY3281
 EY3281                          STATION DESCRIPTION
 EY3281
 EY3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JAB)
 EY3281'STATION IS ON THE EASTERN SHORE OF THE PUNGO RIVER, 7 MILES E
 EY3281'OF BELHAVEN, 1-1/2 MILES N OF BROAD CREEK, DUE E OF BEACON 24,
 EY3281'100 YARDS N OF ENTRANCE OF SMALL CREEK, 35 YARDS N OF HIGH-WATER
 EY3281'LINE.
 EY3281'
 EY3281'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3281'CONCRETE IN TOP OF A TILE.
 EY3281'
 EY3281'STATION MARK PROJECTS 4 INCHES ABOVE SURFACE OF GROUND AND
 EY3281'REFERENCE MARKS PROJECT 6 INCHES.
 EY3281
 EY3281                          STATION RECOVERY (1949)
 EY3281
 EY3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3281'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  DISTANCES TO
 EY3281'R.M.S WERE MEASURED WITH A STEEL TAPE AND FOUND TO BE CORRECT.
 EY3281'
 EY3281'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT DISTANCE FROM
 EY3281'HIGH-WATER LINE SHOULD BE CHANGED TO 24.7 METERS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1848 ***********************************************************************
 FZ1848  DESIGNATION -  CARDINAL
 FZ1848  PID         -  FZ1848
 FZ1848  STATE/COUNTY-  NC/YADKIN
 FZ1848  USGS QUAD   -  YADKINVILLE (1966)
 FZ1848
 FZ1848                         *CURRENT SURVEY CONTROL
 FZ1848  ___________________________________________________________________
 FZ1848* NAD 83(2001)-  36 13 57.96770(N)    080 42 44.64828(W)     ADJUSTED  
 FZ1848* NAVD 88     -       318.0    (meters)    1043.     (feet)  VERTCON   
 FZ1848  ___________________________________________________________________
 FZ1848  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FZ1848  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 FZ1848  HORZ ORDER  -  SECOND
 FZ1848
 FZ1848.The horizontal coordinates were established by classical geodetic methods
 FZ1848.and adjusted by the National Geodetic Survey in August 2005.
 FZ1848
 FZ1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1848
 FZ1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1848
 FZ1848.The geoid height was determined by GEOID03.
 FZ1848
 FZ1848;                    North         East     Units Scale Factor Converg.
 FZ1848;SPC NC       -   276,756.408   455,664.402   MT  1.00001912   -0 59 18.1
 FZ1848;SPC NC       -   907,991.65  1,494,958.96   sFT  1.00001912   -0 59 18.1
 FZ1848;UTM  17      - 4,009,804.757   525,844.144   MT  0.99960823   +0 10 12.0
 FZ1848
 FZ1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1848!SPC NC       -   0.99995535  x   1.00001912  =   0.99997447
 FZ1848!UTM  17      -   0.99995535  x   0.99960823  =   0.99956360
 FZ1848
 FZ1848                          SUPERSEDED SURVEY CONTROL
 FZ1848
 FZ1848  NAD 83(1993)-  36 13 57.97335(N)    080 42 44.65661(W) AD(       ) 2
 FZ1848  NAD 83(1986)-  36 13 57.97674(N)    080 42 44.65415(W) AD(       ) 2
 FZ1848  NAD 27      -  36 13 57.49005(N)    080 42 45.41815(W) AD(       ) 2
 FZ1848  NGVD 29 (07/19/86)  318.2    (m)         1044.     (f) VERT ANG    3  
 FZ1848
 FZ1848.Superseded values are not recommended for survey control.
 FZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1848.See file dsdata.txt to determine how the superseded data were derived.
 FZ1848
 FZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA2584409805(NAD 83)
 FZ1848_MARKER: DE = TRAVERSE STATION DISK
 FZ1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ1848_STAMPING: CARDINAL 1970
 FZ1848_MARK LOGO: NCGS  
 FZ1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ1848+STABILITY: SURFACE MOTION
 FZ1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FZ1848+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 FZ1848
 FZ1848  HISTORY     - Date     Condition        Report By
 FZ1848  HISTORY     - 1970     MONUMENTED       NCGS
 FZ1848  HISTORY     - 20071014 GOOD             GEOCAC
 FZ1848
 FZ1848                          STATION DESCRIPTION
 FZ1848
 FZ1848'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FZ1848'CARDINAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FZ1848'THE VICINITY OF BOONVILLE, NORTH CAROLINA.
 FZ1848'
 FZ1848'CARDINAL IS LOCATED APPROXIMATELY 0.3 MILE WEST OF BOONVILLE.  TO
 FZ1848'REACH STATION PROCEED FROM THE INTERSECTION OF NC 67 AND US 601 IN
 FZ1848'THE TOWN OF BOONVILLE, GO WEST ON NC 67 FOR 0.25 MILE TO STATION ON
 FZ1848'LEFT, ON WEST SIDE OF DRIVEWAY BETWEEN A 1-1/2 STORY BRICK HOUSE
 FZ1848'AND A 1-1/2 STORY WHITE FRAME HOUSE, APPROXIMATELY 100 FEET EAST OF
 FZ1848'CARDINAL AVE., AND 0.55 MILE EAST OF SR 1366 (WOODRUFF RD.).
 FZ1848'
 FZ1848'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FZ1848'CARDINAL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FZ1848'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FZ1848'
 FZ1848'MARK IS
 FZ1848'27.3 FEET S OF C/L OF NC 67 (W. MAIN ST.).
 FZ1848'45.5 FEET E OF ALUMINUM REF. TAG ON 35 MILE PER HOUR SIGN POST.
 FZ1848'52.2 FEET W OF ALUMINUM REF. TAG ON PP NO. 257.
 FZ1848'2.5 FEET S OF EDGE OF SIDEWALK.
 FZ1848'4.5 FEET NE OF 18 INCH SPRUCE PINE TREE.
 FZ1848
 FZ1848                          STATION RECOVERY (2007)
 FZ1848
 FZ1848'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 FZ1848'RECOVERED IN THE NORTHEAST CORNER OF A RESIDENTIAL PROPERTY AT 303
 FZ1848'WEST MAIN STREET.
 FZ1848' 
 FZ1848'ADD THAT MARK IS 27.3 FEET SOUTH OF THE C/L OF HIGHWAY NC-67 (MAIN
 FZ1848'STREET), 2.5 FEET SOUTH OF THE EDGE OF A SIDEWALK, AND 3.8 FEET
 FZ1848'NORTHEAST OF A 22-INCH DIAMETER SPRUCE PINE TREE.
 FZ1848' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4170 ***********************************************************************
 FB4170  DESIGNATION -  CARDINAL
 FB4170  PID         -  FB4170
 FB4170  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4170  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB4170
 FB4170                         *CURRENT SURVEY CONTROL
 FB4170  ___________________________________________________________________
 FB4170* NAD 83(2007)-  35 08 46.92043(N)    082 57 26.35270(W)     ADJUSTED  
 FB4170* NAVD 88     -       927.6    (meters)    3043.     (feet)  VERTCON   
 FB4170  ___________________________________________________________________
 FB4170  EPOCH DATE  -        2002.00
 FB4170  X           -     640,241.625 (meters)                     COMP
 FB4170  Y           -  -5,182,432.154 (meters)                     COMP
 FB4170  Z           -   3,651,673.569 (meters)                     COMP
 FB4170  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 FB4170  ELLIP HEIGHT-         898.099 (meters)          (02/10/07) ADJUSTED
 FB4170  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB4170
 FB4170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB4170  Type    PID    Designation                      North   East  Ellip
 FB4170  -------------------------------------------------------------------
 FB4170  NETWORK FB4170 CARDINAL                          0.71   0.76   1.51
 FB4170  -------------------------------------------------------------------
 FB4170
 FB4170.The horizontal coordinates were established by GPS observations
 FB4170.and adjusted by the National Geodetic Survey in February 2007.
 FB4170
 FB4170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB4170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB4170.The horizontal coordinates are valid at the epoch date displayed above.
 FB4170.The epoch date for horizontal control is a decimal equivalence
 FB4170.of Year/Month/Day.
 FB4170
 FB4170.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4170
 FB4170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB4170
 FB4170.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4170
 FB4170.The ellipsoidal height was determined by GPS observations
 FB4170.and is referenced to NAD 83.
 FB4170
 FB4170.The geoid height was determined by GEOID03.
 FB4170
 FB4170;                    North         East     Units Scale Factor Converg.
 FB4170;SPC NC       -   162,084.753   249,129.997   MT  0.99987428   -2 17 02.6
 FB4170;SPC NC       -   531,773.06    817,354.00   sFT  0.99987428   -2 17 02.6
 FB4170;UTM  17      - 3,891,028.404   321,698.129   MT  0.99999182   -1 07 37.4
 FB4170
 FB4170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4170!SPC NC       -   0.99985905  x   0.99987428  =   0.99973335
 FB4170!UTM  17      -   0.99985905  x   0.99999182  =   0.99985087
 FB4170
 FB4170                          SUPERSEDED SURVEY CONTROL
 FB4170
 FB4170  NAD 83(2001)-  35 08 46.92034(N)    082 57 26.35282(W) AD(       ) 1
 FB4170  ELLIP H (03/13/03)  898.106  (m)                       GP(       ) 4 2
 FB4170  NAD 83(1995)-  35 08 46.92064(N)    082 57 26.35256(W) AD(       ) 1
 FB4170  NAD 83(1986)-  35 08 46.92301(N)    082 57 26.35033(W) AD(       ) 2
 FB4170  NAD 83(1986)-  35 08 46.92301(N)    082 57 26.35033(W) AD(       ) 1
 FB4170  NGVD 29 (11/15/93)  927.6    (m)         3043.     (f) GPS OBS     3  
 FB4170
 FB4170.Superseded values are not recommended for survey control.
 FB4170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4170.See file dsdata.txt to determine how the superseded data were derived.
 FB4170
 FB4170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2169891028(NAD 83)
 FB4170_MARKER: DH = HORIZONTAL CONTROL DISK
 FB4170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4170_SP_SET: CONCRETE POST
 FB4170_STAMPING: CARDINAL 1990
 FB4170_MARK LOGO: NCGS  
 FB4170_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4170+STABILITY: SURFACE MOTION
 FB4170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4170+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 FB4170
 FB4170  HISTORY     - Date     Condition        Report By
 FB4170  HISTORY     - 1990     MONUMENTED       NCGS
 FB4170  HISTORY     - 19910417 GOOD
 FB4170
 FB4170                          STATION DESCRIPTION
 FB4170
 FB4170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4170'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHWEST OF LAKE TOXAWAY AND
 FB4170'23.0 KM (14.3 MI) WEST-SOUTHWEST OF BREVARD, IN THE CARDINAL LAKE
 FB4170'DAM.
 FB4170'PROCEED ALONG NC 281 NORTH FOR 1.45 KM (0.90 MI) NORTH FROM US 64 (AT
 FB4170'LAKE TOXAWAY), THENCE NORTHWEST ALONG SR 1301 (COLD MOUNTAIN ROAD)
 FB4170'FOR 3.7 KM (2.3 MI) TO NORTH CLUB BOULEVARD AND STATION 0.1 KM
 FB4170'(0.1 MI) WEST.
 FB4170'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4170'3.73 M (12.24 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 16.15 M
 FB4170'(52.99 FT) SOUTH-SOUTHEAST OF THE SOUTH MOST CORNER OF SPILLWAY,
 FB4170'27.60 M (90.55 FT) NORTH-NORTHEAST OF THE INTERSECTION OF NORTH CLUB
 FB4170'BOULEVARD AND FAIRWAY DRIVE--AND 44.80 M (146.98 FT) NORTH OF A
 FB4170'UTILITY POLE, 0.90 M (2.95 FT) SOUTHEAST OF A GUARD POST--BOTH WITH
 FB4170'REFERENCE TAGS.
 FB4170
 FB4170                          STATION RECOVERY (1991)
 FB4170
 FB4170'RECOVERED 1991
 FB4170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF9398 ***********************************************************************
 AF9398  DESIGNATION -  CARDINAL
 AF9398  PID         -  AF9398
 AF9398  STATE/COUNTY-  NC/ROCKINGHAM
 AF9398  USGS QUAD   -  AYERSVILLE (1984)
 AF9398
 AF9398                         *CURRENT SURVEY CONTROL
 AF9398  ___________________________________________________________________
 AF9398* NAD 83(2007)-  36 23 43.37923(N)    080 01 01.54240(W)     ADJUSTED  
 AF9398* NAVD 88     -       218.4    (meters)     717.     (feet)  VERTCON   
 AF9398  ___________________________________________________________________
 AF9398  EPOCH DATE  -        2002.00
 AF9398  X           -     891,082.556 (meters)                     COMP
 AF9398  Y           -  -5,062,412.364 (meters)                     COMP
 AF9398  Z           -   3,763,706.275 (meters)                     COMP
 AF9398  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 AF9398  ELLIP HEIGHT-         185.463 (meters)          (02/10/07) ADJUSTED
 AF9398  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AF9398
 AF9398  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF9398  Type    PID    Designation                      North   East  Ellip
 AF9398  -------------------------------------------------------------------
 AF9398  NETWORK AF9398 CARDINAL                          0.71   0.61   1.43
 AF9398  -------------------------------------------------------------------
 AF9398
 AF9398.The horizontal coordinates were established by GPS observations
 AF9398.and adjusted by the National Geodetic Survey in February 2007.
 AF9398
 AF9398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF9398.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF9398.The horizontal coordinates are valid at the epoch date displayed above.
 AF9398.The epoch date for horizontal control is a decimal equivalence
 AF9398.of Year/Month/Day.
 AF9398
 AF9398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF9398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF9398
 AF9398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9398
 AF9398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9398
 AF9398.The ellipsoidal height was determined by GPS observations
 AF9398.and is referenced to NAD 83.
 AF9398
 AF9398.The geoid height was determined by GEOID03.
 AF9398
 AF9398;                    North         East     Units Scale Factor Converg.
 AF9398;SPC NC       -   293,941.420   518,351.159   MT  1.00007187   -0 35 13.3
 AF9398;SPC NC       -   964,372.81  1,700,623.76   sFT  1.00007187   -0 35 13.3
 AF9398;UTM  17      - 4,028,252.302   588,143.865   MT  0.99969572   +0 34 59.7
 AF9398
 AF9398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9398!SPC NC       -   0.99997089  x   1.00007187  =   1.00004276
 AF9398!UTM  17      -   0.99997089  x   0.99969572  =   0.99966662
 AF9398
 AF9398:                Primary Azimuth Mark                     Grid Az
 AF9398:SPC NC       -  GOODWILL                                 265 02 30.7
 AF9398:UTM  17      -  GOODWILL                                 263 52 17.7
 AF9398
 AF9398|---------------------------------------------------------------------|
 AF9398| PID    Reference Object                     Distance      Geod. Az  |
 AF9398|                                                           dddmmss.s |
 AF9398| AF9397 GOODWILL                            416.291 METERS 2642717.4 |
 AF9398|---------------------------------------------------------------------|
 AF9398
 AF9398                          SUPERSEDED SURVEY CONTROL
 AF9398
 AF9398  NAD 83(2001)-  36 23 43.37955(N)    080 01 01.54176(W) AD(       ) 1
 AF9398  ELLIP H (03/13/03)  185.454  (m)                       GP(       ) 4 2
 AF9398  NAD 83(1986)-  36 23 43.38756(N)    080 01 01.54780(W) AD(       ) 1
 AF9398  NGVD 29 (07/20/98)  218.6    (m)          717.     (f) GPS OBS     3  
 AF9398
 AF9398.Superseded values are not recommended for survey control.
 AF9398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9398.See file dsdata.txt to determine how the superseded data were derived.
 AF9398
 AF9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA8814428252(NAD 83)
 AF9398_MARKER: DH = HORIZONTAL CONTROL DISK
 AF9398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9398_STAMPING: CARDINAL 1993
 AF9398_MARK LOGO: NCGS  
 AF9398_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF9398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9398+STABILITY: SURFACE MOTION
 AF9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9398+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AF9398
 AF9398  HISTORY     - Date     Condition        Report By
 AF9398  HISTORY     - 1993     MONUMENTED       NCGS
 AF9398
 AF9398                          STATION DESCRIPTION
 AF9398
 AF9398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AF9398'STATION IS LOCATED ABOUT 2.6 MI (4.2 KM) WEST OF MADISON AND 10.6 MI
 AF9398'(17.1 KM) EAST OF DANBURY. ALONG SR 1162 (K-FORK ROAD) FOR 1.4 MI (2.3
 AF9398'KM) NORTHWEST FROM US 311 IN WEST MADISON, OR 0.05 MI (0.08 KM) EAST
 AF9398'OF SR 1165 (CARDINAL ROAD) . MARK IS ABOUT LEVEL WITH THE ROAD.
 AF9398'LOCATED 23.5 FT (7.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE ROAD,
 AF9398'237.0 FT (72.2 M) EAST OF THE CENTERLINE OF THE T-INTERSECTION, 90.0
 AF9398'FT (27.4 M) NORTHWEST OF THE CENTERLINE OF THE ROAD AT UNPAVED DRIVE
 AF9398'EAST TO A FAMILY CEMETARY--AND 67.0 FT (20.4 M) WEST-SOUTHWEST OF A
 AF9398'10-INCH OAK, 151.7 FT (46.2 M) NORTHWEST OF A POWER POLE--BOTH WITH
 AF9398'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI2309 ***********************************************************************
 AI2309  DESIGNATION -  CARDINAL
 AI2309  PID         -  AI2309
 AI2309  STATE/COUNTY-  NC/GUILFORD
 AI2309  USGS QUAD   -  SUMMERFIELD (1994)
 AI2309
 AI2309                         *CURRENT SURVEY CONTROL
 AI2309  ___________________________________________________________________
 AI2309* NAD 83(2007)-  36 07 34.62924(N)    079 54 29.02566(W)     ADJUSTED  
 AI2309* NAVD 88     -       276.1    (meters)     906.     (feet)  GPS OBS   
 AI2309  ___________________________________________________________________
 AI2309  EPOCH DATE  -        2002.00
 AI2309  X           -     903,817.738 (meters)                     COMP
 AI2309  Y           -  -5,078,142.734 (meters)                     COMP
 AI2309  Z           -   3,739,663.228 (meters)                     COMP
 AI2309  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 AI2309  ELLIP HEIGHT-         244.453 (meters)          (02/10/07) ADJUSTED
 AI2309  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 AI2309
 AI2309  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2309  Type    PID    Designation                      North   East  Ellip
 AI2309  -------------------------------------------------------------------
 AI2309  NETWORK AI2309 CARDINAL                          0.51   0.49   0.90
 AI2309  -------------------------------------------------------------------
 AI2309
 AI2309.The horizontal coordinates were established by GPS observations
 AI2309.and adjusted by the National Geodetic Survey in February 2007.
 AI2309
 AI2309.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2309.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2309.The horizontal coordinates are valid at the epoch date displayed above.
 AI2309.The epoch date for horizontal control is a decimal equivalence
 AI2309.of Year/Month/Day.
 AI2309
 AI2309.The orthometric height was determined by GPS observations and a
 AI2309.high-resolution geoid model.
 AI2309
 AI2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2309
 AI2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2309
 AI2309.The ellipsoidal height was determined by GPS observations
 AI2309.and is referenced to NAD 83.
 AI2309
 AI2309.The geoid height was determined by GEOID03.
 AI2309
 AI2309;                    North         East     Units Scale Factor Converg.
 AI2309;SPC NC       -   263,986.903   527,859.715   MT  0.99998898   -0 31 26.8
 AI2309;SPC NC       -   866,097.03  1,731,819.75   sFT  0.99998898   -0 31 26.8
 AI2309;UTM  17      - 3,998,507.603   598,258.399   MT  0.99971896   +0 38 37.8
 AI2309
 AI2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2309!SPC NC       -   0.99996164  x   0.99998898  =   0.99995062
 AI2309!UTM  17      -   0.99996164  x   0.99971896  =   0.99968061
 AI2309
 AI2309|---------------------------------------------------------------------|
 AI2309| PID    Reference Object                     Distance      Geod. Az  |
 AI2309|                                                           dddmmss.s |
 AI2309| AI2397 KEVIN                               350.514 METERS 09903     |
 AI2309|---------------------------------------------------------------------|
 AI2309
 AI2309                          SUPERSEDED SURVEY CONTROL
 AI2309
 AI2309  NAD 83(2001)-  36 07 34.62958(N)    079 54 29.02540(W) AD(       ) 1
 AI2309  ELLIP H (03/13/03)  244.452  (m)                       GP(       ) 4 2
 AI2309  NAD 83(1986)-  36 07 34.63574(N)    079 54 29.03370(W) AD(       ) 1
 AI2309
 AI2309.Superseded values are not recommended for survey control.
 AI2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2309.See file dsdata.txt to determine how the superseded data were derived.
 AI2309
 AI2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV9825898508(NAD 83)
 AI2309_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2309_STAMPING: CARDINAL 1991
 AI2309_MARK LOGO: NCGS  
 AI2309_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2309+STABILITY: SURFACE MOTION
 AI2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2309+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI2309
 AI2309  HISTORY     - Date     Condition        Report By
 AI2309  HISTORY     - 1991     MONUMENTED       NCGS
 AI2309
 AI2309                          STATION DESCRIPTION
 AI2309
 AI2309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB)
 AI2309'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF
 AI2309'GREENSBORO, AND 2.9 MI (4.7 KM) NORTH-NORTHWEST OF GUILFORD COLLEGE.
 AI2309'PROCEED ALONG SR 2179 (NEW GARDEN RD) FOR 0.7 MI (1.1 KM) NORTH FROM
 AI2309'SR 2147 (WEST FRIENDLY AVENUE) AT GUILFORD COLLEGE, THENCE CONTINUE
 AI2309'NORTH ALONG SR 2136 (FLEMING RD) FOR 2.6 MI (4.2 KM) , OR ABOUT 0.15
 AI2309'MI (0.24 KM) WEST OF THE CARDINAL CROSSING SHOPPING CENTER ENTRANCE,
 AI2309'AND STATION IN THE EAST CORNER OF A YARD. MARK IS ABOUT 2.5-FEET LOWER
 AI2309'THAN ROAD AND RECESSED 1 INCH BELOW GROUND. LOCATED 42.5 FT (13.0 M)
 AI2309'SOUTHWEST OF THE CENTERLINE OF THE ROAD, ABOUT 400 FT (121.9 M) WEST
 AI2309'OF THE T-INTERSECTION WITH SR 2141 (INMAN RD), 35.2 FT (10.7 M) SOUTH
 AI2309'OF THE WEST END OF A GRAVEL DRIVE CULVERT, 145.5 FT (44.3 M) NORTH OF
 AI2309'THE NORTHWEST CORNER OF A DAY CARE CENTER, 59.2 FT (18.0 M)
 AI2309'WEST-NORTHWEST OF A WATER METER, 99.0 FT (30.2 M) EAST OF 12-INCH
 AI2309'CEDAR, AND 17.3 FT (5.3 M) SOUTHWEST OF A POWER POLE WITH TRANSFORMER
 AI2309'AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG8654 ***********************************************************************
 DG8654  DESIGNATION -  CARDINAL
 DG8654  PID         -  DG8654
 DG8654  STATE/COUNTY-  NC/NEW HANOVER
 DG8654  USGS QUAD   -  WRIGHTSVILLE BEACH (1970)
 DG8654
 DG8654                         *CURRENT SURVEY CONTROL
 DG8654  ___________________________________________________________________
 DG8654* NAD 83(2007)-  34 14 28.70128(N)    077 51 23.36360(W)     ADJUSTED  
 DG8654* NAVD 88     -        12.2    (meters)      40.     (feet)  GPS OBS   
 DG8654  ___________________________________________________________________
 DG8654  EPOCH DATE  -        2002.00
 DG8654  X           -   1,110,332.467 (meters)                     COMP
 DG8654  Y           -  -5,160,116.566 (meters)                     COMP
 DG8654  Z           -   3,568,591.619 (meters)                     COMP
 DG8654  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 DG8654  ELLIP HEIGHT-         -24.889 (meters)          (02/10/07) ADJUSTED
 DG8654  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 DG8654
 DG8654  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG8654  Type    PID    Designation                      North   East  Ellip
 DG8654  -------------------------------------------------------------------
 DG8654  NETWORK DG8654 CARDINAL                          1.23   0.98   2.45
 DG8654  -------------------------------------------------------------------
 DG8654
 DG8654.The horizontal coordinates were established by GPS observations
 DG8654.and adjusted by the National Geodetic Survey in February 2007.
 DG8654
 DG8654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG8654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG8654.The horizontal coordinates are valid at the epoch date displayed above.
 DG8654.The epoch date for horizontal control is a decimal equivalence
 DG8654.of Year/Month/Day.
 DG8654
 DG8654.The orthometric height was determined by GPS observations and a
 DG8654.high-resolution geoid model.
 DG8654
 DG8654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8654
 DG8654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8654
 DG8654.The ellipsoidal height was determined by GPS observations
 DG8654.and is referenced to NAD 83.
 DG8654
 DG8654.The geoid height was determined by GEOID03.
 DG8654
 DG8654;                    North         East     Units Scale Factor Converg.
 DG8654;SPC NC       -    55,109.721   714,944.987   MT  1.00002676   +0 39 36.0
 DG8654;SPC NC       -   180,805.81  2,345,615.34   sFT  1.00002676   +0 39 36.0
 DG8654;UTM  18      - 3,792,603.912   236,917.310   MT  1.00045325   -1 36 29.6
 DG8654
 DG8654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8654!SPC NC       -   1.00000391  x   1.00002676  =   1.00003067
 DG8654!UTM  18      -   1.00000391  x   1.00045325  =   1.00045716
 DG8654
 DG8654:                Primary Azimuth Mark                     Grid Az
 DG8654:SPC NC       -  EASTWOOD                                 294 26 41.8
 DG8654:UTM  18      -  EASTWOOD                                 296 42 47.4
 DG8654
 DG8654|---------------------------------------------------------------------|
 DG8654| PID    Reference Object                     Distance      Geod. Az  |
 DG8654|                                                           dddmmss.s |
 DG8654| DG8658 EASTWOOD                            400.570 METERS 2950617.8 |
 DG8654|---------------------------------------------------------------------|
 DG8654
 DG8654                          SUPERSEDED SURVEY CONTROL
 DG8654
 DG8654  NAD 83(1986)-  34 14 28.71143(N)    077 51 23.37590(W) AD(       ) 1
 DG8654  NAD 83(2001)-  34 14 28.70154(N)    077 51 23.36306(W) AD(       ) 1
 DG8654  ELLIP H (12/29/04)  -24.879  (m)                       GP(       ) 4 1
 DG8654
 DG8654.Superseded values are not recommended for survey control.
 DG8654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8654.See file dsdata.txt to determine how the superseded data were derived.
 DG8654
 DG8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3691792604(NAD 83)
 DG8654_MARKER: DH = HORIZONTAL CONTROL DISK
 DG8654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8654_STAMPING: CARDINAL 1994
 DG8654_MARK LOGO: NCGS  
 DG8654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8654+STABILITY: SURFACE MOTION
 DG8654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8654+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 DG8654
 DG8654  HISTORY     - Date     Condition        Report By
 DG8654  HISTORY     - 1994     MONUMENTED       NCGS
 DG8654  HISTORY     - 20040826 SEE DESCRIPTION  NCGS
 DG8654  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 DG8654
 DG8654                          STATION DESCRIPTION
 DG8654
 DG8654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (EWB)
 DG8654'NOTE---STATION CARDINAL HAS BEEN DESTROYED, A TURN LANE ADDED TO
 DG8654'EASTWOOD ROAD, DISK NOT FOUND.  STATION IS LOCATED 2.8 MI (4.5 KM)
 DG8654'WEST-NORTHWEST OF WRIGHTSVILLE AND 5.1 MI (8.2 KM) EAST OF WILMINGTON.
 DG8654'ALONG US 74 (EASTWOOD ROAD) FOR 4.75 MI (7.64 KM) SOUTHEAST FROM US 17
 DG8654'(MARKET STREET) TO CARDINAL DRIVE, IN NORTHEAST QUADRANT.  MARK IS
 DG8654'ABOUT LEVEL WITH EASTWOOD ROAD AND FLUSH WITH GROUND. LOCATED 33.0 FT
 DG8654'(10.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 50.0 FT (15.2 M)
 DG8654'EAST-SOUTHEAST OF THE CENTERLINE OF CARDINAL DRIVE, 12.9 FT (3.9 M)
 DG8654'SOUTH-SOUTHEAST OF CENTER OF METAL STORM DRAIN GRATE, 89.5 FT (27.3 M)
 DG8654'SOUTHWEST OF SOUTHEAST CORNER OF BRICK HOUSE (701) , AND 98.6 FT (30.1
 DG8654'M) SOUTH-SOUTHEAST OF POWER POLE WITH A REFERENCE TAG.
 DG8654
 DG8654                          STATION RECOVERY (2005)
 DG8654
 DG8654'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DG8654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB4171 ***********************************************************************
 FB4171  DESIGNATION -  CARDINAL AZ MK
 FB4171  PID         -  FB4171
 FB4171  STATE/COUNTY-  NC/TRANSYLVANIA
 FB4171  USGS QUAD   -  LAKE TOXAWAY (1969)
 FB4171
 FB4171                         *CURRENT SURVEY CONTROL
 FB4171  ___________________________________________________________________
 FB4171* NAD 83(2001)-  35 08 50.35989(N)    082 57 22.45471(W)     ADJUSTED  
 FB4171* NAVD 88     -       943.8    (meters)    3096.     (feet)  VERTCON   
 FB4171  ___________________________________________________________________
 FB4171  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 FB4171  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 FB4171  HORZ ORDER  -  SECOND
 FB4171
 FB4171.The horizontal coordinates were established by classical geodetic methods
 FB4171.and adjusted by the National Geodetic Survey in August 2005.
 FB4171
 FB4171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB4171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB4171
 FB4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB4171
 FB4171.The geoid height was determined by GEOID03.
 FB4171
 FB4171;                    North         East     Units Scale Factor Converg.
 FB4171;SPC NC       -   162,186.720   249,232.797   MT  0.99987424   -2 17 00.3
 FB4171;SPC NC       -   532,107.60    817,691.27   sFT  0.99987424   -2 17 00.3
 FB4171;UTM  17      - 3,891,132.438   321,798.861   MT  0.99999137   -1 07 35.3
 FB4171
 FB4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB4171!SPC NC       -   0.99985650  x   0.99987424  =   0.99973076
 FB4171!UTM  17      -   0.99985650  x   0.99999137  =   0.99984787
 FB4171
 FB4171                          SUPERSEDED SURVEY CONTROL
 FB4171
 FB4171  NAD 83(1995)-  35 08 50.36018(N)    082 57 22.45444(W) AD(       ) 2
 FB4171  NAD 83(1986)-  35 08 50.36250(N)    082 57 22.45225(W) AD(       ) 2
 FB4171  NGVD 29 (11/15/93)  943.8    (m)         3096.     (f) VERT ANG    3  
 FB4171
 FB4171.Superseded values are not recommended for survey control.
 FB4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB4171.See file dsdata.txt to determine how the superseded data were derived.
 FB4171
 FB4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2179991132(NAD 83)
 FB4171_MARKER: DZ = AZIMUTH MARK DISK
 FB4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB4171_SP_SET: CONCRETE POST
 FB4171_STAMPING: CARDINAL 1990
 FB4171_MARK LOGO: NCGS  
 FB4171_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FB4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB4171+STABILITY: SURFACE MOTION
 FB4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB4171+SATELLITE: SATELLITE OBSERVATIONS - 1990
 FB4171
 FB4171  HISTORY     - Date     Condition        Report By
 FB4171  HISTORY     - 1990     MONUMENTED       NCGS
 FB4171
 FB4171                          STATION DESCRIPTION
 FB4171
 FB4171'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB4171'STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTHWEST OF LAKE TOXAWAY AND
 FB4171'23.0 KM (14.3 MI) WEST-SOUTHWEST OF BREVARD, IN THE CARDINAL LAKE
 FB4171'DAM.
 FB4171'PROCEED ALONG NC 281 NORTH FOR 1.45 KM (0.90 MI) NORTH FROM US 64 (AT
 FB4171'LAKE TOXAWAY), THENCE NORTHWEST ALONG SR 1301 (COLD MOUNTAIN ROAD)
 FB4171'FOR 3.7 KM (2.3 MI) TO NORTH CLUB BOULEVARD AND STATION IN ROAD
 FB4171'SHOULDER.
 FB4171'MARK IS ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND. LOCATED
 FB4171'3.90 M (12.80 FT) SOUTH OF THE CENTERLINE OF SR 1301, 55.50 M
 FB4171'(182.09 FT) WEST-SOUTHWEST OF THE CENTERLINE OF SR 1301 AT THE
 FB4171'INTERSECTION OF NORTH CLUB BOULEVARD, AND 13.95 M (45.77 FT) EAST OF
 FB4171'A UTILITY POLE WITH A TRANSFORMER AND REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2732 ***********************************************************************
 EZ2732  DESIGNATION -  CARE
 EZ2732  PID         -  EZ2732
 EZ2732  STATE/COUNTY-  NC/HOKE
 EZ2732  USGS QUAD   -  NICHOLSON CREEK (1982)
 EZ2732
 EZ2732                         *CURRENT SURVEY CONTROL
 EZ2732  ___________________________________________________________________
 EZ2732* NAD 83(2001)-  35 00 03.43274(N)    079 12 17.63499(W)     ADJUSTED  
 EZ2732* NAVD 88     -        78.681  (meters)     258.14   (feet)  ADJUSTED  
 EZ2732  ___________________________________________________________________
 EZ2732  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 EZ2732  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 EZ2732  DYNAMIC HT  -          78.608 (meters)     257.90  (feet)  COMP
 EZ2732  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 EZ2732
 EZ2732  HORZ ORDER  -  SECOND
 EZ2732  VERT ORDER  -  SECOND    CLASS II
 EZ2732
 EZ2732.The horizontal coordinates were established by classical geodetic methods
 EZ2732.and adjusted by the National Geodetic Survey in August 2005.
 EZ2732
 EZ2732.The orthometric height was determined by differential leveling
 EZ2732.and adjusted in June 1991.
 EZ2732
 EZ2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2732
 EZ2732.The geoid height was determined by GEOID03.
 EZ2732
 EZ2732.The dynamic height is computed by dividing the NAVD 88
 EZ2732.geopotential number by the normal gravity value computed on the
 EZ2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2732.degrees latitude (g = 980.6199 gals.).
 EZ2732
 EZ2732.The modeled gravity was interpolated from observed gravity values.
 EZ2732
 EZ2732;                    North         East     Units Scale Factor Converg.
 EZ2732;SPC NC       -   138,787.712   590,898.836   MT  0.99988212   -0 07 05.7
 EZ2732;SPC NC       -   455,339.35  1,938,640.60   sFT  0.99988212   -0 07 05.7
 EZ2732;UTM  17      - 3,874,621.023   663,813.315   MT  0.99993073   +1 01 47.6
 EZ2732
 EZ2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2732!SPC NC       -   0.99999278  x   0.99988212  =   0.99987490
 EZ2732!UTM  17      -   0.99999278  x   0.99993073  =   0.99992351
 EZ2732
 EZ2732                          SUPERSEDED SURVEY CONTROL
 EZ2732
 EZ2732  NAD 83(1986)-  35 00 03.44788(N)    079 12 17.64192(W) AD(       ) 2
 EZ2732  NAVD 88 (06/16/98)   78.68   (m)          258.1    (f) LEVELING    3  
 EZ2732
 EZ2732.Superseded values are not recommended for survey control.
 EZ2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2732.See file dsdata.txt to determine how the superseded data were derived.
 EZ2732
 EZ2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU6381374621(NAD 83)
 EZ2732_MARKER: DE = TRAVERSE STATION DISK
 EZ2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2732_SP_SET: CONCRETE POST
 EZ2732_STAMPING: CARE 1981
 EZ2732_MARK LOGO: NCGS  
 EZ2732_PROJECTION: RECESSED 15 CENTIMETERS
 EZ2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2732+STABILITY: SURFACE MOTION
 EZ2732
 EZ2732  HISTORY     - Date     Condition        Report By
 EZ2732  HISTORY     - 1981     MONUMENTED       NCGS
 EZ2732  HISTORY     - 1985     GOOD             USPSQD
 EZ2732
 EZ2732                          STATION DESCRIPTION
 EZ2732
 EZ2732'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ2732'1.7 MI NE FROM RAEFORD.
 EZ2732'ALONG US 401 BYPASS, 1.6 MILES WEST OF THE INTERSECTION WITH US 401
 EZ2732'BUSINESS NORTHEAST OF RAEFORD, AND 0.3 MILE EAST OF INTERSECTION WITH
 EZ2732'SR 1302, AT CREST OF HILL AND WEST OF DIRT ROAD LEADING NORTH TO A
 EZ2732'CEMETERY, 18.2 FEET SOUTH OF CENTERLINE OF HIGHWAY, 64.6 FEET
 EZ2732'SOUTHWEST OF CENTERLINE INTERSECTION OF HIGHWAY AND DIRT ROAD, 42.6
 EZ2732'FEET NORTHWEST OF TELEPHONE PEDESTAL (RL8E), 44.3 FEET NORTHWEST OF
 EZ2732'POWER POLE AT PEDESTAL WITH REFERENCE TAG, 55.2 FEET WEST OF METAL
 EZ2732'HIGHWAY SIGN POST AND 275.9 FEET EAST OF POWER POLE WITH REFERENCE
 EZ2732'TAG.
 EZ2732'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EZ2732
 EZ2732                          STATION RECOVERY (1985)
 EZ2732
 EZ2732'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1204 ***********************************************************************
 FX1204  DESIGNATION -  CARE AZ MK
 FX1204  PID         -  FX1204
 FX1204  STATE/COUNTY-  NC/NORTHAMPTON
 FX1204  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX1204
 FX1204                         *CURRENT SURVEY CONTROL
 FX1204  ___________________________________________________________________
 FX1204* NAD 83(1986)-  36 32 37.     (N)    077 18 31.     (W)     SCALED    
 FX1204* NAVD 88     -        14.761  (meters)      48.43   (feet)  POSTED    
 FX1204  ___________________________________________________________________
 FX1204  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 FX1204  DYNAMIC HT  -          14.750 (meters)      48.39  (feet)  COMP
 FX1204  MODELED GRAV-     979,868.4   (mgal)                       NAVD 88
 FX1204
 FX1204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1204
 FX1204.The horizontal coordinates were scaled from a topographic map and have
 FX1204.an estimated accuracy of +/- 6 seconds.
 FX1204
 FX1204.The orthometric height was determined by differential leveling
 FX1204.and adjusted by the  in 1992.
 FX1204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1204.rate of 1.1 thru 2.0 mm/km.
 FX1204
 FX1204.The geoid height was determined by GEOID03.
 FX1204
 FX1204.The dynamic height is computed by dividing the NAVD 88
 FX1204.geopotential number by the normal gravity value computed on the
 FX1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1204.degrees latitude (g = 980.6199 gals.).
 FX1204
 FX1204.The modeled gravity was interpolated from observed gravity values.
 FX1204
 FX1204;                    North         East    Units  Estimated Accuracy
 FX1204;SPC NC       -   311,210.      761,060.      MT  (+/- 180 meters Scaled)
 FX1204
 FX1204                          SUPERSEDED SURVEY CONTROL
 FX1204
 FX1204  NGVD 29 (??/??/92)   15.089  (m)           49.50   (f) ADJ UNCH    1 2
 FX1204
 FX1204.Superseded values are not recommended for survey control.
 FX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1204.See file dsdata.txt to determine how the superseded data were derived.
 FX1204
 FX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF933467(NAD 83)
 FX1204_MARKER: DZ = AZIMUTH MARK DISK
 FX1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1204_STAMPING: EL 49.485 CARE AZ MK 1933
 FX1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1204+STABILITY: SURFACE MOTION
 FX1204
 FX1204  HISTORY     - Date     Condition        Report By
 FX1204  HISTORY     - 1933     MONUMENTED       CGS
 FX1204  HISTORY     - 1935     GOOD             NGS
 FX1204  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1204
 FX1204                          STATION DESCRIPTION
 FX1204
 FX1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FX1204'2.2 MI NE FROM MARGARET.
 FX1204'2.2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1204'THE STATION AT MARGARET, NORTHAMPTON COUNTY, 400 FEET NORTHEAST
 FX1204'OF MILEPOST 61, 22 FEET NORTH OF THE NORTH RAIL, 4 FEET HIGHER
 FX1204'THAN THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1204'5 INCHES ABOVE GROUND.
 FX1204
 FX1204                          STATION RECOVERY (1978)
 FX1204
 FX1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1204'NOTE=THE GROUND HAS BEEN LEVELED OFF AT THIS LOCATION AND NOW IS
 FX1204'BELOW THE TRACKS.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX1205 ***********************************************************************
 FX1205  DESIGNATION -  CARE=A
 FX1205  PID         -  FX1205
 FX1205  STATE/COUNTY-  NC/NORTHAMPTON
 FX1205  USGS QUAD   -  MARGARETTSVILLE (1978)
 FX1205
 FX1205                         *CURRENT SURVEY CONTROL
 FX1205  ___________________________________________________________________
 FX1205* NAD 83(2001)-  36 32 37.63670(N)    077 18 27.27936(W)     ADJUSTED  
 FX1205* NAVD 88     -        11.717  (meters)      38.44   (feet)  POSTED    
 FX1205  ___________________________________________________________________
 FX1205  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 FX1205  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 FX1205  DYNAMIC HT  -          11.710 (meters)      38.42  (feet)  COMP
 FX1205  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 FX1205
 FX1205  HORZ ORDER  -  SECOND
 FX1205  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FX1205
 FX1205.The horizontal coordinates were established by classical geodetic methods
 FX1205.and adjusted by the National Geodetic Survey in August 2005.
 FX1205
 FX1205.The orthometric height was determined by differential leveling
 FX1205.and adjusted by the  in 1992.
 FX1205.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FX1205.rate of 1.1 thru 2.0 mm/km.
 FX1205
 FX1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX1205
 FX1205.The geoid height was determined by GEOID03.
 FX1205
 FX1205.The dynamic height is computed by dividing the NAVD 88
 FX1205.geopotential number by the normal gravity value computed on the
 FX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX1205.degrees latitude (g = 980.6199 gals.).
 FX1205
 FX1205.The modeled gravity was interpolated from observed gravity values.
 FX1205
 FX1205;                    North         East     Units Scale Factor Converg.
 FX1205;SPC NC       -   311,235.648   761,153.708   MT  1.00012712   +0 58 36.5
 FX1205;SPC NC       - 1,021,112.29  2,497,218.46   sFT  1.00012712   +0 58 36.5
 FX1205;SPC VA S     - 1,024,029.671 3,606,772.530   MT  1.00004792   +0 43 25.4
 FX1205;SPC VA S     - 3,359,670.68 11,833,219.54   sFT  1.00004792   +0 43 25.4
 FX1205;UTM  18      - 4,046,742.726   293,444.307   MT  1.00012568   -1 22 28.2
 FX1205
 FX1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX1205!SPC NC       -   1.00000357  x   1.00012712  =   1.00013069
 FX1205!SPC VA S     -   1.00000357  x   1.00004792  =   1.00005149
 FX1205!UTM  18      -   1.00000357  x   1.00012568  =   1.00012925
 FX1205
 FX1205:                Primary Azimuth Mark                     Grid Az
 FX1205:SPC NC       -  CEDA=V 11                                059 42 18.1
 FX1205:SPC VA S     -  CEDA=V 11                                059 57 29.2
 FX1205:UTM  18      -  CEDA=V 11                                062 03 22.8
 FX1205
 FX1205|---------------------------------------------------------------------|
 FX1205| PID    Reference Object                     Distance      Geod. Az  |
 FX1205|                                                           dddmmss.s |
 FX1205| FX1208 CEDA=V 11                           APPROX. 3.3 KM 0604054.6 |
 FX1205| FX4637 CARE RM                              15.920 METERS 20809     |
 FX1205|---------------------------------------------------------------------|
 FX1205
 FX1205                          SUPERSEDED SURVEY CONTROL
 FX1205
 FX1205  NAD 83(1993)-  36 32 37.63747(N)    077 18 27.27839(W) AD(       ) 2
 FX1205  NAD 83(1986)-  36 32 37.64313(N)    077 18 27.29119(W) AD(       ) 2
 FX1205  NAD 27      -  36 32 37.12560(N)    077 18 28.41680(W) AD(       ) 2
 FX1205  NGVD 29 (??/??/92)   12.046  (m)           39.52   (f) ADJ UNCH    1 2
 FX1205
 FX1205.Superseded values are not recommended for survey control.
 FX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX1205.See file dsdata.txt to determine how the superseded data were derived.
 FX1205
 FX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF9344446743(NAD 83)
 FX1205_MARKER: DS = TRIANGULATION STATION DISK
 FX1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FX1205_STAMPING: EL 39.498 CARE A 1918
 FX1205_MARK LOGO: CGS   
 FX1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX1205+STABILITY: SURFACE MOTION
 FX1205
 FX1205  HISTORY     - Date     Condition        Report By
 FX1205  HISTORY     - 1918     MONUMENTED       CGS
 FX1205  HISTORY     - 1934     GOOD             CGS
 FX1205  HISTORY     - 1935     GOOD             CGS
 FX1205  HISTORY     - 1935     GOOD             CGS
 FX1205  HISTORY     - 1978     MARK NOT FOUND   NGS
 FX1205
 FX1205                          STATION DESCRIPTION
 FX1205
 FX1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FX1205'ABOUT 2-1/2 MILES EAST OF RAILWAY STATION AT MARGARET, ABOUT
 FX1205'ONE-HALF MILE WEST OF TRESTLE OVER RIVER, AT INTERSECTION OF
 FX1205'TANGENTS OF SECOND CURVE OF SEABOARD AIR LINE RAILWAY EAST OF
 FX1205'MARGARET, ABOUT 8 FEET BELOW TRACK, IN NORTH EDGE OF WOODS,
 FX1205'35.7 FEET SOUTH OF SOUTH RAIL, ABOUT 8 METERS (26 FEET) EAST OF
 FX1205'FENCE RUNNING AT RIGHT ANGLES TO TRACK, 69 FEET EAST OF
 FX1205'TELEPHONE POLE WITH GUY WIRE, AND 77 FEET WEST OF ANOTHER
 FX1205'TELEPHONE POLE.  SURFACE MARK IS STANDARD DISK STATION
 FX1205'MARK IN CONCRETE.
 FX1205'REFERENCE MARK WAS STANDARD REFERENCE DISK IN CONCRETE.
 FX1205'AT EDGE OF CORNFIELD, AND 15.94 METERS (52.3 FEET)
 FX1205'FROM STATION S 28 DEG 09 MIN W.  REFERENCE MARK WAS NOT
 FX1205'RECOVERED IN 1933.  AZIMUTH MARK, ESTABLISHED IN 1933, IS
 FX1205'STANDARD REFERENCE DISK IN CONCRETE, ABOUT
 FX1205'200 YARDS WEST OF MILEPOST 61, ABOUT 150 YARDS NORTH OF OLD
 FX1205'FARMHOUSE, 238 FEET EAST OF GRADE CROSSING, ON BANK ABOUT 3 FEET
 FX1205'ABOVE TRACK, 21.1 FEET NORTH OF NORTH RAIL, 31 FEET SOUTH OF
 FX1205'GUYED TELEPHONE POLE, AND APPROXIMATELY 200 YARDS FROM
 FX1205'STATION S 73 DEG 25 MIN W.
 FX1205
 FX1205                          STATION RECOVERY (1935)
 FX1205
 FX1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BBE)
 FX1205'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION.  REFERENCE
 FX1205'MARKS (B.M. B) COULD NOT BE FOUND.  IT IS PROBABLY BURIED.
 FX1205'
 FX1205'ORIGINAL DESCRIPTION GOOD, THOUGH IT SHOULD BE STATED THAT THE
 FX1205'STATION MARK IS ABOUT 30 FEET E OF THE NW CORNER OF THE WOODS AND
 FX1205'6 FEET S OF THE ROW OF POLES LOOKING TO THE W.  IT PROJECTS ABOUT
 FX1205'1 INCH ABOVE GROUND AND IS STAMPED CARE A 1918 EL. 39.498.
 FX1205'
 FX1205'AZIMUTH MARK PROJECTS ABOUT 5 INCHES ABOVE GROUND AND IS STAMPED
 FX1205'CARE AZ. MK. 1933 EL. 49.485.
 FX1205
 FX1205                          STATION RECOVERY (1935)
 FX1205
 FX1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FX1205'2.3 MI NE FROM MARGARET.
 FX1205'2.3 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 FX1205'THE STATION AT MARGARET, NORTHAMPTON COUNTY, AT THE SECOND
 FX1205'CURVE NORTHEAST OF THE STATION, 320 YARDS SOUTHWEST OF THE WEST
 FX1205'END OF THE BRIDGE OVER MEHERRIN RIVER, 40 FEET SOUTH OF THE
 FX1205'CENTERLINE OF THE TRACK, AT THE EDGE OF A WOODS, 6 FEET SOUTH
 FX1205'OF A ROW OF POLES AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FX1205'1 INCH ABOVE GROUND.
 FX1205
 FX1205                          STATION RECOVERY (1978)
 FX1205
 FX1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 FX1205'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2879 ***********************************************************************
 FZ2879  DESIGNATION -  CAREER
 FZ2879  PID         -  FZ2879
 FZ2879  STATE/COUNTY-  NC/ASHE
 FZ2879  USGS QUAD   -  JEFFERSON (1998)
 FZ2879
 FZ2879                         *CURRENT SURVEY CONTROL
 FZ2879  ___________________________________________________________________
 FZ2879* NAD 83(2001)-  36 23 52.10094(N)    081 28 55.72859(W)     ADJUSTED  
 FZ2879* NAVD 88     -       965.1    (meters)    3166.     (feet)  VERTCON   
 FZ2879  ___________________________________________________________________
 FZ2879  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 FZ2879  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 FZ2879  HORZ ORDER  -  SECOND
 FZ2879
 FZ2879.The horizontal coordinates were established by classical geodetic methods
 FZ2879.and adjusted by the National Geodetic Survey in August 2005.
 FZ2879
 FZ2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2879
 FZ2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2879
 FZ2879.The geoid height was determined by GEOID03.
 FZ2879
 FZ2879;                    North         East     Units Scale Factor Converg.
 FZ2879;SPC NC       -   296,526.687   386,938.095   MT  1.00007272   -1 25 57.4
 FZ2879;SPC NC       -   972,854.64  1,269,479.40   sFT  1.00007272   -1 25 57.4
 FZ2879;UTM  17      - 4,028,180.349   456,764.389   MT  0.99962303   -0 17 10.0
 FZ2879
 FZ2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2879!SPC NC       -   0.99985345  x   1.00007272  =   0.99992616
 FZ2879!UTM  17      -   0.99985345  x   0.99962303  =   0.99947653
 FZ2879
 FZ2879                          SUPERSEDED SURVEY CONTROL
 FZ2879
 FZ2879  NAD 83(1995)-  36 23 52.10158(N)    081 28 55.72839(W) AD(       ) 2
 FZ2879  NAD 83(1993)-  36 23 52.10677(N)    081 28 55.73153(W) AD(       ) 2
 FZ2879  NAD 83(1986)-  36 23 52.11202(N)    081 28 55.73477(W) AD(       ) 2
 FZ2879  NGVD 29 (10/27/97)  965.2    (m)         3167.     (f) VERT ANG    3  
 FZ2879
 FZ2879.Superseded values are not recommended for survey control.
 FZ2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2879.See file dsdata.txt to determine how the superseded data were derived.
 FZ2879
 FZ2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA5676428180(NAD 83)
 FZ2879_MARKER: DH = HORIZONTAL CONTROL DISK
 FZ2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2879_SP_SET: CONCRETE POST
 FZ2879_STAMPING: CAREER 1984
 FZ2879_MARK LOGO: NCGS  
 FZ2879_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FZ2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2879+STABILITY: SURFACE MOTION
 FZ2879
 FZ2879  HISTORY     - Date     Condition        Report By
 FZ2879  HISTORY     - 1984     MONUMENTED       NCGS
 FZ2879
 FZ2879                          STATION DESCRIPTION
 FZ2879
 FZ2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984
 FZ2879'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST-SOUTHEAST OF WEST
 FZ2879'JEFFERSON AND 2.7 KM (1.7 MI) SOUTH-SOUTHWEST OF JEFFERSON.
 FZ2879'ALONG US 221 BYPASS (ROBERT BARR EXPRESSWAY) FOR 2.0 KM (1.2 MI) NORTH
 FZ2879'FROM US 221 BUSINESS, NC 163, AND NC 194, TO SR 1152 (ACCESS ROAD TO
 FZ2879'MOUNT JEFFERSON PARK AND THE ASHE COUNTY CAREER CENTER), ON TOP OF A
 FZ2879'HIGH BANK OPPOSITE THE T-INTERSECTION.
 FZ2879'STATION IS A STANDARD NCGS DISK STAMPED---CAREER 1984---, SET INTO THE
 FZ2879'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER PROJECTING 2
 FZ2879'INCHES ABOVE GROUND.  LOCATED 63.6 M (208.7 FT) WEST OF THE WEST END
 FZ2879'OF A TRAFFIC ISLAND IN SR 1152, 15.2 M (49.9 FT) SOUTH-SOUTHEAST OF A
 FZ2879'VALVE NEAR A RIGHT-OF-WAY FENCE--AND 11.7 M (38.4 FT) EAST OF A FENCE
 FZ2879'POST, 17.4 M (57.1 FT) NORTHEAST OF A CENTER BRACE POST--BOTH WITH
 FZ2879'REFERENCE TAGS. MARK IS 30 FEET ABOVE THE T-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1255 ***********************************************************************
 EA1255  DESIGNATION -  CAREY
 EA1255  PID         -  EA1255
 EA1255  STATE/COUNTY-  NC/DUPLIN
 EA1255  USGS QUAD   -  KENANSVILLE (1980)
 EA1255
 EA1255                         *CURRENT SURVEY CONTROL
 EA1255  ___________________________________________________________________
 EA1255* NAD 83(2001)-  34 57 27.57356(N)    077 58 12.57632(W)     ADJUSTED  
 EA1255* NAVD 88     -        41.947  (meters)     137.62   (feet)  ADJUSTED  
 EA1255  ___________________________________________________________________
 EA1255  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 EA1255  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 EA1255  DYNAMIC HT  -          41.908 (meters)     137.49  (feet)  COMP
 EA1255  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 EA1255
 EA1255  HORZ ORDER  -  SECOND
 EA1255  VERT ORDER  -  SECOND    CLASS I
 EA1255
 EA1255.The horizontal coordinates were established by classical geodetic methods
 EA1255.and adjusted by the National Geodetic Survey in August 2005.
 EA1255
 EA1255.The orthometric height was determined by differential leveling
 EA1255.and adjusted in December 2008.
 EA1255
 EA1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1255
 EA1255.The geoid height was determined by GEOID03.
 EA1255
 EA1255.The dynamic height is computed by dividing the NAVD 88
 EA1255.geopotential number by the normal gravity value computed on the
 EA1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1255.degrees latitude (g = 980.6199 gals.).
 EA1255
 EA1255.The modeled gravity was interpolated from observed gravity values.
 EA1255
 EA1255;                    North         East     Units Scale Factor Converg.
 EA1255;SPC NC       -   134,453.737   703,649.383   MT  0.99988569   +0 35 39.8
 EA1255;SPC NC       -   441,120.30  2,308,556.35   sFT  0.99988569   +0 35 39.8
 EA1255;UTM  18      - 3,872,377.627   228,786.390   MT  1.00050667   -1 42 10.3
 EA1255;UTM  17      - 3,872,541.319   776,664.881   MT  1.00054349   +1 44 13.6
 EA1255
 EA1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1255!SPC NC       -   0.99999903  x   0.99988569  =   0.99988472
 EA1255!UTM  18      -   0.99999903  x   1.00050667  =   1.00050570
 EA1255!UTM  17      -   0.99999903  x   1.00054349  =   1.00054252
 EA1255
 EA1255:                Primary Azimuth Mark                     Grid Az
 EA1255:SPC NC       -  TRUST                                    050 40 45.5
 EA1255:UTM  18      -  TRUST                                    052 58 35.6
 EA1255:UTM  17      -  TRUST                                    049 32 11.7
 EA1255
 EA1255|---------------------------------------------------------------------|
 EA1255| PID    Reference Object                     Distance      Geod. Az  |
 EA1255|                                                           dddmmss.s |
 EA1255| EA1256 TRUST                               APPROX. 0.5 KM 0511625.3 |
 EA1255| EA3053 WAR                                 446.907 METERS 2233814.1 |
 EA1255|---------------------------------------------------------------------|
 EA1255
 EA1255                          SUPERSEDED SURVEY CONTROL
 EA1255
 EA1255  NAD 83(1986)-  34 57 27.58162(N)    077 58 12.58779(W) AD(       ) 2
 EA1255  NAD 27      -  34 57 26.98357(N)    077 58 13.64351(W) AD(       ) 2
 EA1255  NAVD 88 (10/28/05)   42.005  (m)          137.81   (f) UNKNOWN     2 1
 EA1255  NAVD 88 (08/02/00)   41.945  (m)          137.61   (f) UNKNOWN     2 1
 EA1255  NAVD 88 (06/15/91)   41.969  (m)          137.69   (f) UNKNOWN     2 1
 EA1255  NGVD 29 (??/??/92)   42.245  (m)          138.60   (f) ADJ UNCH    2 1
 EA1255
 EA1255.Superseded values are not recommended for survey control.
 EA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1255.See file dsdata.txt to determine how the superseded data were derived.
 EA1255
 EA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD2878672378(NAD 83)
 EA1255_MARKER: DH = HORIZONTAL CONTROL DISK
 EA1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1255_SP_SET: CONCRETE POST
 EA1255_STAMPING: CAREY 1976
 EA1255_MARK LOGO: NCGS  
 EA1255_PROJECTION: RECESSED 3 CENTIMETERS
 EA1255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1255+STABILITY: SURFACE MOTION
 EA1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1255+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 EA1255
 EA1255  HISTORY     - Date     Condition        Report By
 EA1255  HISTORY     - 1976     MONUMENTED       NCGS
 EA1255  HISTORY     - 1977     GOOD             NCGS
 EA1255  HISTORY     - 19970616 GOOD             NCGS
 EA1255  HISTORY     - 20060315 GOOD             NCGS
 EA1255
 EA1255                          STATION DESCRIPTION
 EA1255
 EA1255'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA1255'THE STATION IS LOCATED IN THE VICINITY OF KENANSVILLE, NORTH CAROLINA,
 EA1255'AT THE JUNCTION OF NC 24 AND NC 50 WITH NC 11 IN THE SOUTHWEST SECTION
 EA1255'OF KENANSVILLE, AND NEAR THE SOUTHERNMOST CORNER OF THE
 EA1255'NORTHEASTERNMOST TRIANGULAR SHAPED TRAFFIC ISLAND.
 EA1255'
 EA1255'STATION MARK IS A STANDARD DISK STAMPED---CAREY 1976---, SET IN THE
 EA1255'TOP OF A CONCRETE CYLINDER, WHICH IS 1 INCH BELOW GROUND SURFACE.  THE
 EA1255'MARK IS 26.0 FEET NORTHWEST OF THE CENTERLINE OF NC 11, 7.1 FEET
 EA1255'NORTHEAST OF WESTERN EDGE OF TRAFFIC ISLAND CURB, 4.0 FEET NORTHEAST
 EA1255'OF 4 X 4 REFLECTOR POST WITH ALUMINUM TAG, 55.3 FEET NORTH OF POWER
 EA1255'POLE WITH ALUMINUM TAG ACROSS NC 11, AND 79.4 FEET SOUTHEAST OF POWER
 EA1255'POLE NO. 263 WITH ALUMINUM TAG.
 EA1255
 EA1255                          STATION RECOVERY (1977)
 EA1255
 EA1255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977
 EA1255'IN KENANSVILLE.
 EA1255'STATION IS LOCATED AT THE JUNCTION OF NC 24 AND NC 50 WITH NC 11 IN
 EA1255'THE SOUTHWEST SECTION OF KENANSVILLE, AND NEAR THE SOUTHERMOST CORNER
 EA1255'OF THE NORTHEASTERNMOST TRIANGULAR SHAPED TRAFFIC ISLAND, 26.0 FT.
 EA1255'NW OF CENTERLINE OF NC 11, 7.1 FT. NE OF WESTERN EDGE
 EA1255'OF TRAFFIC ISLAND CURB, 4.0 FT. NORTHEAST OF 4 BY 4 REFLECTOR POST
 EA1255'WITH ALUMINUM REF. TAG, 55.3 FT. NORTH OF POWER POLE WITH ALUMINUM
 EA1255'REF. TAG ACROSS NC 11 AND 79.4 FT. SE OF POWER POLE NUMBER 263 WITH
 EA1255'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE
 EA1255'GROUND SURFACE.
 EA1255
 EA1255                          STATION RECOVERY (1997)
 EA1255
 EA1255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1997 (WLL)
 EA1255'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES.  MARK IS ABOUT
 EA1255'LEVEL AND WITH NC 11 AND RECESSED 6-INCHES.  NOW LOCATED 26.5 FT (8.1
 EA1255'M) NORTHWEST OF THE CENTERLINE OF NC 11, 7.1 FT (2.2 M) EAST-NORTHEAST
 EA1255'OF WESTERN EDGE OF TRAFFIC ISLAND CURB, 7.3 FT (2.2 M) NORTHWEST OF
 EA1255'THE SOUTHEAST TRAFFFIC ISLAND CURB, AND 43.4 SOUTHWEST OF A MANHOLE IN
 EA1255'THE NORTHEAST CORNER OF TRAFFIC ISLAND.  POWER POLE 263 WITH REFERENCE
 EA1255'TAG AND 4 BY 4 REFLECTOR POST WITH TAG ARE GONE.
 EA1255
 EA1255                          STATION RECOVERY (2006)
 EA1255
 EA1255'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (EJH)
 EA1255'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2472 ***********************************************************************
 EY2472  DESIGNATION -  CAREY
 EY2472  PID         -  EY2472
 EY2472  STATE/COUNTY-  NC/LENOIR
 EY2472  USGS QUAD   -  KINSTON (1983)
 EY2472
 EY2472                         *CURRENT SURVEY CONTROL
 EY2472  ___________________________________________________________________
 EY2472* NAD 83(2001)-  35 17 47.18642(N)    077 36 31.99656(W)     ADJUSTED  
 EY2472* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 EY2472  ___________________________________________________________________
 EY2472  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 EY2472  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 EY2472  HORZ ORDER  -  SECOND
 EY2472
 EY2472.The horizontal coordinates were established by classical geodetic methods
 EY2472.and adjusted by the National Geodetic Survey in August 2005.
 EY2472
 EY2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2472
 EY2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2472
 EY2472.The geoid height was determined by GEOID03.
 EY2472
 EY2472;                    North         East     Units Scale Factor Converg.
 EY2472;SPC NC       -   172,433.088   736,113.376   MT  0.99987289   +0 48 10.5
 EY2472;SPC NC       -   565,724.22  2,415,065.30   sFT  0.99987289   +0 48 10.5
 EY2472;UTM  18      - 3,909,040.019   262,768.959   MT  1.00029362   -1 30 29.3
 EY2472
 EY2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2472!SPC NC       -   1.00000175  x   0.99987289  =   0.99987464
 EY2472!UTM  18      -   1.00000175  x   1.00029362  =   1.00029537
 EY2472
 EY2472|---------------------------------------------------------------------|
 EY2472| PID    Reference Object                     Distance      Geod. Az  |
 EY2472|                                                           dddmmss.s |
 EY2472| EY2489 NELSON                              227.464 METERS 07342     |
 EY2472| EY2467 ADAMS                               APPROX. 0.6 KM 2844247.8 |
 EY2472|---------------------------------------------------------------------|
 EY2472
 EY2472                          SUPERSEDED SURVEY CONTROL
 EY2472
 EY2472  NAD 83(1986)-  35 17 47.19487(N)    077 36 32.00588(W) AD(       ) 2
 EY2472  NAD 27      -  35 17 46.60233(N)    077 36 33.11441(W) AD(       ) 2
 EY2472  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG    3  
 EY2472
 EY2472.Superseded values are not recommended for survey control.
 EY2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2472.See file dsdata.txt to determine how the superseded data were derived.
 EY2472
 EY2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6276909040(NAD 83)
 EY2472_MARKER: DE = TRAVERSE STATION DISK
 EY2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2472_STAMPING: CAREY 1967
 EY2472_MARK LOGO: NCGS  
 EY2472_PROJECTION: FLUSH
 EY2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2472+STABILITY: SURFACE MOTION
 EY2472
 EY2472  HISTORY     - Date     Condition        Report By
 EY2472  HISTORY     - 1967     MONUMENTED       NCGS
 EY2472  HISTORY     - 19910224 MARK NOT FOUND   NCGS
 EY2472  HISTORY     - 20040604 MARK NOT FOUND   USPSQD
 EY2472
 EY2472                          STATION DESCRIPTION
 EY2472
 EY2472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EY2472'CAREY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2472'IN THE VICINITY OF KINSTON, NORTH CAROLINA.
 EY2472'
 EY2472'CAREY IS LOCATED APPROXIMATELY 2.4 MILES NW OF KINSTON, N. C.
 EY2472'ON THE SOUTH SIDE OF SR 1571 (CAREY RD.).  TO REACH STATION
 EY2472'PROCEED FROM THE INTERSECTION OF SR 1572 AND SR 1571 (CAREY
 EY2472'RD.), EAST ON SR 1571 FOR 0.45 MILE TO STATION.  STATION IS IN
 EY2472'WEST EDGE OF DRIVEWAY TO WHITE FRAME HOUSE, ON SOUTH SHOULDER
 EY2472'OF SR 1571.
 EY2472'
 EY2472'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY2472'CAREY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2472'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EY2472'
 EY2472'MARK IS 9.6 FT SW OF C/L OF INTERSECTION OF DRIVEWAY AT EDGE
 EY2472'OF SR 1571
 EY2472'
 EY2472'19.0 FT N OF PP 12 WITH ALUMINUM REF. TAG
 EY2472'
 EY2472'36.0 FT NW OF NW CORNER OF WHITE FRAME HOUSE
 EY2472'
 EY2472'21.5 FT S OF C/L OF SR 1571
 EY2472'
 EY2472'73.9 FT NW OF SW CORNER OF HOUSE
 EY2472'
 EY2472'8.2 FT NE OF CORNER FENCE POST WITH ALUMINUM REF. TAG
 EY2472
 EY2472                          STATION RECOVERY (1991)
 EY2472
 EY2472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (TLB)
 EY2472'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED DUE TO
 EY2472'WIDENING OF SR 1571 (CAREY ROAD).
 EY2472
 EY2472                          STATION RECOVERY (2004)
 EY2472
 EY2472'RECOVERY NOTE BY US POWER SQUADRON 2004
 EY2472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2804 ***********************************************************************
 EY2804  DESIGNATION -  CAREY
 EY2804  PID         -  EY2804
 EY2804  STATE/COUNTY-  NC/WAYNE
 EY2804  USGS QUAD   -  SOUTHEAST GOLDSBORO (1988)
 EY2804
 EY2804                         *CURRENT SURVEY CONTROL
 EY2804  ___________________________________________________________________
 EY2804* NAD 83(2001)-  35 20 54.68003(N)    077 59 41.06595(W)     ADJUSTED  
 EY2804* NAVD 88     -        21.6    (meters)      71.     (feet)  VERTCON   
 EY2804  ___________________________________________________________________
 EY2804  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 EY2804  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 EY2804  HORZ ORDER  -  SECOND
 EY2804
 EY2804.The horizontal coordinates were established by classical geodetic methods
 EY2804.and adjusted by the National Geodetic Survey in August 2005.
 EY2804
 EY2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 EY2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EY2804
 EY2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2804
 EY2804.The geoid height was determined by GEOID03.
 EY2804
 EY2804;                    North         East     Units Scale Factor Converg.
 EY2804;SPC NC       -   177,786.780   700,965.637   MT  0.99987401   +0 34 48.7
 EY2804;SPC NC       -   583,288.79  2,299,751.43   sFT  0.99987401   +0 34 48.7
 EY2804;UTM  18      - 3,915,811.068   227,847.444   MT  1.00051288   -1 44 01.2
 EY2804;UTM  17      - 3,915,840.061   773,108.773   MT  1.00051931   +1 44 23.2
 EY2804
 EY2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2804!SPC NC       -   1.00000211  x   0.99987401  =   0.99987612
 EY2804!UTM  18      -   1.00000211  x   1.00051288  =   1.00051500
 EY2804!UTM  17      -   1.00000211  x   1.00051931  =   1.00052143
 EY2804
 EY2804:                Primary Azimuth Mark                     Grid Az
 EY2804:SPC NC       -  SCALLON                                  044 09 25.9
 EY2804:UTM  18      -  SCALLON                                  046 28 15.8
 EY2804:UTM  17      -  SCALLON                                  042 59 51.4
 EY2804
 EY2804|---------------------------------------------------------------------|
 EY2804| PID    Reference Object                     Distance      Geod. Az  |
 EY2804|                                                           dddmmss.s |
 EY2804| EY2821 SCALLON                             APPROX. 0.9 KM 0444414.6 |
 EY2804|---------------------------------------------------------------------|
 EY2804
 EY2804                          SUPERSEDED SURVEY CONTROL
 EY2804
 EY2804  NAD 83(1986)-  35 20 54.68951(N)    077 59 41.07324(W) AD(       ) 2
 EY2804  NAD 27      -  35 20 54.10278(N)    077 59 42.11356(W) AD(       ) 2
 EY2804  NGVD 29 (07/19/86)   21.9    (m)           72.     (f) VERT ANG    3  
 EY2804
 EY2804.Superseded values are not recommended for survey control.
 EY2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2804.See file dsdata.txt to determine how the superseded data were derived.
 EY2804
 EY2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE2784715811(NAD 83)
 EY2804_MARKER: DE = TRAVERSE STATION DISK
 EY2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EY2804_STAMPING: CAREY 1965
 EY2804_MARK LOGO: NCGS  
 EY2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2804+STABILITY: SURFACE MOTION
 EY2804
 EY2804  HISTORY     - Date     Condition        Report By
 EY2804  HISTORY     - 1965     MONUMENTED       NCGS
 EY2804  HISTORY     - 1976     GOOD             NCGS
 EY2804  HISTORY     - 1981     MARK NOT FOUND   NC2450
 EY2804
 EY2804                          STATION DESCRIPTION
 EY2804
 EY2804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EY2804'CAREY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY2804'IN THE VICINITY OF GOLDSBORO, NORTH CAROLINA.
 EY2804'
 EY2804'CAREY IS 2.5 MILES S OF GOLDSBORO.  LOCATED 0.65 MILES NE
 EY2804'ALONG SR 1919 FROM SR 1915.  0.5 MILES SW OF SR 1920.  1.0
 EY2804'MILE W ALONG RR TRACK FROM W GATE OF SEYMOUR JOHNSON WEST
 EY2804'GATE.  IN THE SW QUAD OF RR TRACK TO AIR BASE AND SR 1919.
 EY2804'
 EY2804'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED
 EY2804'CAREY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EY2804'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EY2804'
 EY2804'MARK IS
 EY2804'
 EY2804'9.0 FT S OF S RAIL OF RR TRACK
 EY2804'
 EY2804'13.3 FT W OF C/L OF SR 1919
 EY2804'
 EY2804'30.4 FT S OF RR SIGNAL LIGHT POST
 EY2804'
 EY2804'31.6 FT W OF RR SIGNAL LIGHT POST
 EY2804'
 EY2804'74.3 FT SW OF SIGNAL BOX ON N SIDE OF RR AND ON E SIDE OF SR 1919
 EY2804'
 EY2804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EY2804
 EY2804                          STATION RECOVERY (1976)
 EY2804
 EY2804'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EY2804'GOOD CONDITION.
 EY2804'
 EY2804'NEW REFERENCE--101.0 FT N OF A PP WITH ALUMINUM REF. TAG
 EY2804
 EY2804                          STATION RECOVERY (1981)
 EY2804
 EY2804'RECOVERY NOTE BY CITY OF KINSTON NORTH CAROLINA 1981 (DS)
 EY2804'THE POWER LINE EASEMENT HAS BEEN CLEARED AND THE STATION WAS SEARCHED
 EY2804'FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DJ5933 ***********************************************************************
 DJ5933  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5933  DESIGNATION -  CARGO
 DJ5933  PID         -  DJ5933
 DJ5933  STATE/COUNTY-  NC/NEW HANOVER
 DJ5933  USGS QUAD   -  WILMINGTON (1979)
 DJ5933
 DJ5933                         *CURRENT SURVEY CONTROL
 DJ5933  ___________________________________________________________________
 DJ5933* NAD 83(2007)-  34 12 27.89088(N)    077 57 16.40102(W)     ADJUSTED  
 DJ5933* NAVD 88     -         2.05   (meters)       6.7    (feet)  GPS OBS   
 DJ5933  ___________________________________________________________________
 DJ5933  EPOCH DATE  -        2002.00
 DJ5933  X           -   1,101,934.154 (meters)                     COMP
 DJ5933  Y           -  -5,164,049.057 (meters)                     COMP
 DJ5933  Z           -   3,565,508.182 (meters)                     COMP
 DJ5933  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 DJ5933  ELLIP HEIGHT-         -34.711 (meters)          (04/11/07) ADJUSTED
 DJ5933  GEOID HEIGHT-         -36.78  (meters)                     GEOID03
 DJ5933  HORZ ORDER  -  FIRST
 DJ5933  ELLP ORDER  -  FOURTH    CLASS II
 DJ5933
 DJ5933.The horizontal coordinates were established by GPS observations
 DJ5933.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in April 2007.
 DJ5933
 DJ5933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ5933.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ5933.The horizontal coordinates are valid at the epoch date displayed above.
 DJ5933.The epoch date for horizontal control is a decimal equivalence
 DJ5933.of Year/Month/Day.
 DJ5933
 DJ5933.The orthometric height was determined by GPS observations and a
 DJ5933.high-resolution geoid model.
 DJ5933.The orthometric height was determined by GPS observations and a
 DJ5933.high-resolution geoid model using precise GPS observation and
 DJ5933.processing techniques.
 DJ5933
 DJ5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5933
 DJ5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ5933
 DJ5933.The ellipsoidal height was determined by GPS observations
 DJ5933.and is referenced to NAD 83.
 DJ5933
 DJ5933.The geoid height was determined by GEOID03.
 DJ5933
 DJ5933;                    North         East     Units Scale Factor Converg.
 DJ5933;SPC NC       -    51,287.686   705,950.395   MT  1.00003715   +0 36 12.2
 DJ5933;SPC NC       -   168,266.35  2,316,105.59   sFT  1.00003715   +0 36 12.2
 DJ5933;UTM  18      - 3,789,139.072   227,774.457   MT  1.00051360   -1 39 43.4
 DJ5933;UTM  17      - 3,789,385.892   780,602.649   MT  1.00057070   +1 42 47.7
 DJ5933
 DJ5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5933!SPC NC       -   1.00000545  x   1.00003715  =   1.00004260
 DJ5933!UTM  18      -   1.00000545  x   1.00051360  =   1.00051905
 DJ5933!UTM  17      -   1.00000545  x   1.00057070  =   1.00057615
 DJ5933
 DJ5933                          SUPERSEDED SURVEY CONTROL
 DJ5933
 DJ5933.No superseded survey control is available for this station.
 DJ5933
 DJ5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC2777489139(NAD 83)
 DJ5933_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5933_STAMPING: CARGO 2006
 DJ5933_MARK LOGO: NCGS  
 DJ5933_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ5933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5933+STABILITY: SURFACE MOTION
 DJ5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5933+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DJ5933
 DJ5933  HISTORY     - Date     Condition        Report By
 DJ5933  HISTORY     - 2006     MONUMENTED       NCGS
 DJ5933
 DJ5933                          STATION DESCRIPTION
 DJ5933
 DJ5933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2006
 DJ5933'THE STATION IS LOCATED ABOUT 2.0 MI (3.22 KM) SOUTH-SOUTHWEST OF
 DJ5933'WILMINGTON, AT THE PORT OF WILMINGTON.
 DJ5933' 
 DJ5933'PROCEED WEST ALONG US 117 (SHIPYARD BLVD) FOR 0.70 MI (1.13 KM) FROM
 DJ5933'US 421 (CAROLINA BEACH ROAD) TO SR 1140 (BURNETT BLVD), THENCE NORTH
 DJ5933'ALONG SR 1140 FOR 1.2 MI (1.93 KM) TO TRANSIT ROAD (NORTHERN ENTRANCE
 DJ5933'TO PORT), THENCE SOUTHWEST ALONG TRANSIT ROAD FOR 0.35 MI TO DOCKSIDE
 DJ5933'TWO AND DOCKSIDE ONE ENTRANCE ROADS, THENCE NORTHERLY 0.2 MI (0.3 KM)
 DJ5933'ALONG ROAD TO DOCK SIDE ONE AND STATION JUST OFF THE NORTH EDGE OF THE
 DJ5933'ASPHALT.
 DJ5933' 
 DJ5933'MARK IS ABOUT 2-FEET LOWER THAN ASPHALT OF STORAGE LOT AND IS RECESSED
 DJ5933'2-IN BELOW THE GROUND.  LOCATED 49.0 FT (14.9 M) NORTH-NORTHEAST OF
 DJ5933'THE NORTHERN EDGE OF ASPHALT, 34.4 FT (10.5 M) WEST-NORTHWEST OF
 DJ5933'WESTERN FACE OF CONCRETE WALL, 78.5 FT (23.9 M) EAST-NORTHEAST OF
 DJ5933'METAL SECURITY LIGHT POLE--AND 28.5 FT (8.7 M) WEST OF WOODEN POLE
 DJ5933'(NESTING POLE), 50.5 FT (15.4 M) NORTH-NORTHWEST OF SERVICE POLE,
 DJ5933'104.5 FT (31.9 M) EAST OF POWER POLE WITH TRANSFORMER--ALL THREE WITH
 DJ5933'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0318 ***********************************************************************
 FA0318  DESIGNATION -  CARL
 FA0318  PID         -  FA0318
 FA0318  STATE/COUNTY-  NC/MECKLENBURG
 FA0318  USGS QUAD   -  FORT MILL (1993)
 FA0318
 FA0318                         *CURRENT SURVEY CONTROL
 FA0318  ___________________________________________________________________
 FA0318* NAD 83(2001)-  35 06 16.42527(N)    080 57 38.26787(W)     ADJUSTED  
 FA0318* NAVD 88     -       186.121  (meters)     610.63   (feet)  ADJUSTED  
 FA0318  ___________________________________________________________________
 FA0318  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 FA0318  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 FA0318  DYNAMIC HT  -         185.950 (meters)     610.07  (feet)  COMP
 FA0318  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 FA0318
 FA0318  HORZ ORDER  -  SECOND
 FA0318  VERT ORDER  -  SECOND    CLASS 0
 FA0318
 FA0318.The horizontal coordinates were established by classical geodetic methods
 FA0318.and adjusted by the National Geodetic Survey in August 2005.
 FA0318
 FA0318.The orthometric height was determined by differential leveling
 FA0318.and adjusted in June 1991.
 FA0318
 FA0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0318
 FA0318.The geoid height was determined by GEOID03.
 FA0318
 FA0318.The dynamic height is computed by dividing the NAVD 88
 FA0318.geopotential number by the normal gravity value computed on the
 FA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0318.degrees latitude (g = 980.6199 gals.).
 FA0318
 FA0318.The modeled gravity was interpolated from observed gravity values.
 FA0318
 FA0318;                    North         East     Units Scale Factor Converg.
 FA0318;SPC NC       -   152,026.525   430,880.689   MT  0.99987587   -1 07 53.8
 FA0318;SPC NC       -   498,773.69  1,413,647.73   sFT  0.99987587   -1 07 53.8
 FA0318;UTM  17      - 3,884,639.466   503,588.005   MT  0.99960016   +0 01 21.5
 FA0318
 FA0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0318!SPC NC       -   0.99997556  x   0.99987587  =   0.99985144
 FA0318!UTM  17      -   0.99997556  x   0.99960016  =   0.99957573
 FA0318
 FA0318:                Primary Azimuth Mark                     Grid Az
 FA0318:SPC NC       -  BUTLER                                   350 46 26.4
 FA0318:UTM  17      -  BUTLER                                   349 37 11.1
 FA0318
 FA0318|---------------------------------------------------------------------|
 FA0318| PID    Reference Object                     Distance      Geod. Az  |
 FA0318|                                                           dddmmss.s |
 FA0318| FA0317 BUTLER                              APPROX. 0.7 KM 3493832.6 |
 FA0318|---------------------------------------------------------------------|
 FA0318
 FA0318                          SUPERSEDED SURVEY CONTROL
 FA0318
 FA0318  NAD 83(1986)-  35 06 16.44633(N)    080 57 38.28096(W) AD(       ) 2
 FA0318  NAD 27      -  35 06 15.91498(N)    080 57 39.00730(W) AD(       ) 2
 FA0318  NGVD 29 (??/??/92)  186.354  (m)          611.40   (f) ADJ UNCH    2 0
 FA0318
 FA0318.Superseded values are not recommended for survey control.
 FA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0318.See file dsdata.txt to determine how the superseded data were derived.
 FA0318
 FA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0358884639(NAD 83)
 FA0318_MARKER: DE = TRAVERSE STATION DISK
 FA0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0318_STAMPING: CARL 1970
 FA0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0318+STABILITY: SURFACE MOTION
 FA0318
 FA0318  HISTORY     - Date     Condition        Report By
 FA0318  HISTORY     - 1970     MONUMENTED       NCGS
 FA0318  HISTORY     - 1972     GOOD             NCGS
 FA0318  HISTORY     - 1987     GOOD             USPSQD
 FA0318  HISTORY     - 1987     GOOD             USPSQD
 FA0318  HISTORY     - 1987     GOOD             USPSQD
 FA0318  HISTORY     - 1988     GOOD             USPSQD
 FA0318  HISTORY     - 1989     GOOD             USPSQD
 FA0318  HISTORY     - 1990     GOOD             USPSQD
 FA0318  HISTORY     - 19980523 GOOD             USPSQD
 FA0318  HISTORY     - 19990223 MARK NOT FOUND   USPSQD
 FA0318
 FA0318                          STATION DESCRIPTION
 FA0318
 FA0318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA0318'CARL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA0318'VICINITY OF PINEVILLE, NORTH CAROLINA.
 FA0318'
 FA0318'CARL IS LOCATED APPROXIMATELY 4.2 MILES WNW OF PINEVILLE AND 10.8
 FA0318'MILES SOUTHWEST OF CHARLOTTE.  TO REACH STATION PROCEED FROM THE
 FA0318'INTERSECTION OF NC 49 AND NC 160 SOUTH OF CHARLOTTE.  GO NORTH ON
 FA0318'NC 49 FOR 1.8 MILES TO THE SECOND INTERSECTION OF NC 49 WITH SR
 FA0318'1122 (MOSS RD.).  TURN RIGHT (S) ON SR 1122 AND GO 0.8 MILE TO
 FA0318'STATION ON THE RIGHT.  APPROXIMATELY 350 FEET SOUTH OF THE DRIVEWAY
 FA0318'TO MR. CAPPS RESIDENCE.  AND 0.45 MILE NORTH OF SR 1124.
 FA0318'
 FA0318'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CARL
 FA0318'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA0318'FLUSH WITH THE GROUND.
 FA0318'
 FA0318'MARK IS
 FA0318'23.5 FEET WSW OF C/L OF SR 1122.
 FA0318'361.6 FEET SSE OF C/L OF DRIVEWAY.
 FA0318
 FA0318                          STATION RECOVERY (1972)
 FA0318
 FA0318'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0318'4.2 MI WNW FROM PINEVILLE.
 FA0318'STATION IS LOCATED APPROXIMATELY 10.8 MI. SW OF DOWNTOWN CHARLOTTE,
 FA0318'ABOUT 0.75 MI. S ALONG SR 1122 (MOSS RD.) FROM INTERSECTION
 FA0318'WITH NC 49, 0.45 MI. N OF INTERSECTION WITH SR 1124, 23.5 FT WSW
 FA0318'OF C/L OF SR 1122 AND 361.6 FT SSE OF C/L OF DRIVE TO CAPP RESIDENCE.
 FA0318'DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE GROUND.
 FA0318
 FA0318                          STATION RECOVERY (1987)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (JW)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1987)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1987)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1988)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1989)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1990)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1998)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA0318'RECOVERED IN GOOD CONDITION.
 FA0318
 FA0318                          STATION RECOVERY (1999)
 FA0318
 FA0318'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2257 ***********************************************************************
 FY2257  DESIGNATION -  CARL
 FY2257  PID         -  FY2257
 FY2257  STATE/COUNTY-  NC/ORANGE
 FY2257  USGS QUAD   -  HILLSBOROUGH (1994)
 FY2257
 FY2257                         *CURRENT SURVEY CONTROL
 FY2257  ___________________________________________________________________
 FY2257* NAD 83(2001)-  36 02 32.76271(N)    079 00 57.26601(W)     ADJUSTED  
 FY2257* NAVD 88     -       143.233  (meters)     469.92   (feet)  ADJUSTED  
 FY2257  ___________________________________________________________________
 FY2257  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 FY2257  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 FY2257  DYNAMIC HT  -         143.118 (meters)     469.55  (feet)  COMP
 FY2257  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 FY2257
 FY2257  HORZ ORDER  -  SECOND
 FY2257  VERT ORDER  -  SECOND    CLASS II
 FY2257
 FY2257.The horizontal coordinates were established by classical geodetic methods
 FY2257.and adjusted by the National Geodetic Survey in August 2005.
 FY2257
 FY2257.The orthometric height was determined by differential leveling
 FY2257.and adjusted in June 1991.
 FY2257
 FY2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2257
 FY2257.The geoid height was determined by GEOID03.
 FY2257
 FY2257.The dynamic height is computed by dividing the NAVD 88
 FY2257.geopotential number by the normal gravity value computed on the
 FY2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2257.degrees latitude (g = 980.6199 gals.).
 FY2257
 FY2257.The modeled gravity was interpolated from observed gravity values.
 FY2257
 FY2257;                    North         East     Units Scale Factor Converg.
 FY2257;SPC NC       -   254,309.113   608,167.781   MT  0.99996770   -0 00 33.1
 FY2257;SPC NC       -   834,345.81  1,995,297.13   sFT  0.99996770   -0 00 33.1
 FY2257;UTM  17      - 3,990,476.347   678,736.803   MT  0.99999365   +1 10 03.8
 FY2257
 FY2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2257!SPC NC       -   0.99998236  x   0.99996770  =   0.99995006
 FY2257!UTM  17      -   0.99998236  x   0.99999365  =   0.99997601
 FY2257
 FY2257                          SUPERSEDED SURVEY CONTROL
 FY2257
 FY2257  NAD 83(1993)-  36 02 32.76577(N)    079 00 57.27393(W) AD(       ) 2
 FY2257  NAD 83(1986)-  36 02 32.76316(N)    079 00 57.27617(W) AD(       ) 2
 FY2257  NGVD 29 (03/05/92)  143.475  (m)          470.72   (f) ADJUSTED    2 2
 FY2257
 FY2257.Superseded values are not recommended for survey control.
 FY2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2257.See file dsdata.txt to determine how the superseded data were derived.
 FY2257
 FY2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7873790476(NAD 83)
 FY2257_MARKER: DE = TRAVERSE STATION DISK
 FY2257_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FY2257_SP_SET: CONCRETE MEDIAN
 FY2257_STAMPING: CARL 1981
 FY2257_MARK LOGO: NCGS  
 FY2257_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FY2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FY2257+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2006
 FY2257
 FY2257  HISTORY     - Date     Condition        Report By
 FY2257  HISTORY     - 1981     MONUMENTED       NCGS
 FY2257  HISTORY     - 1981     GOOD             NCGS
 FY2257  HISTORY     - 1985     GOOD             USPSQD
 FY2257  HISTORY     - 1985     GOOD             USPSQD
 FY2257  HISTORY     - 1986     GOOD             USPSQD
 FY2257  HISTORY     - 1988     GOOD             USPSQD
 FY2257  HISTORY     - 1989     GOOD             USPSQD
 FY2257  HISTORY     - 1990     GOOD             USPSQD
 FY2257  HISTORY     - 19940824 GOOD             NCGS
 FY2257  HISTORY     - 20041218 GOOD             GEOCAC
 FY2257  HISTORY     - 20050218 GOOD             USPSQD
 FY2257  HISTORY     - 20060824 GOOD             USPSQD
 FY2257
 FY2257                          STATION DESCRIPTION
 FY2257
 FY2257'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (ACD)
 FY2257'STATION IS LOCATED ABOUT 5.1 MILES SOUTHEAST OF HILLSBOROUGH.
 FY2257'
 FY2257'ALONG US 70 FOR 0.4 MILE NORTHWEST FROM I-85 OVERPASS (SOUTHEAST OF
 FY2257'HILLSBOROUGH), IN THE SOUTHEAST END OF CONCRETE MEDIAN, AT RAILROAD
 FY2257'CROSSING.
 FY2257'
 FY2257'THE STATION IS A STANDARD NCGS DISK
 FY2257'STAMPED---CARL 1981---,
 FY2257'SET INTO A DRILLED HOLE. LOCATED
 FY2257'6.1 METERS (20.0 FT) NORTH FROM THE CENTERLINE INTERSECTION OF
 FY2257'EASTBOUND LANES AND RAILROAD,
 FY2257'4.6 METERS (15.0 FT) NORTHEAST FROM THE CENTERLINE OF EASTBOUND
 FY2257'LANES,
 FY2257'0.6 METERS (2.0 FT) NORTHWEST FROM THE SOUTHEAST END OF MEDIAN--AND
 FY2257'13.6 METERS (44.6 FT) WEST-SOUTHWEST FROM A RAILROAD CROSSING POST
 FY2257'AND
 FY2257'28.2 METERS (92.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE--BOTH WITH
 FY2257'REFERENCE TAGS.
 FY2257'
 FY2257'MARK IS AT HIGHWAY LEVEL.
 FY2257
 FY2257                          STATION RECOVERY (1981)
 FY2257
 FY2257'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 FY2257'5.1 MI SE FROM HILLSBOROUGH.
 FY2257'ALONG US 70, 0.4 MILE NORTHWEST OF I-85 OVERPASS, SOUTHEAST OF
 FY2257'HILLSBOROUGH IN THE SOUTHEAST END OF CONCRETE MEDIAN AT RAILROAD
 FY2257'CROSSING, 20.0 FEET NORTH OF CENTERLINE INTERSECTION OF EAST BOUND
 FY2257'LANE AND RAILROAD, 15.0 FEET NORTHEAST OF CENTERLINE OF EAST BOUND
 FY2257'LANE, 2.0 NORTHWEST OF SOUTHWEST END OF MEDIAN, 44.6 FEET WEST
 FY2257'SOUTHWEST OF RAILROAD CROSSING POST WITH REFERENCE TAG AND 92.4 FEET
 FY2257'SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG.
 FY2257'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2257
 FY2257                          STATION RECOVERY (1985)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1985 (EDG)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1985)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1986)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHS)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1988)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTG)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1989)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1990)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 1990 (MCB)
 FY2257'RECOVERED IN GOOD CONDITION.
 FY2257
 FY2257                          STATION RECOVERY (1994)
 FY2257
 FY2257'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB)
 FY2257'THE RAILROAD IS NO LONGER IN USE AND THE RAILROAD CROSSING ARM HAS
 FY2257'BEEN REMOVED.
 FY2257
 FY2257                          STATION RECOVERY (2004)
 FY2257
 FY2257'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 FY2257'RAILROAD TRACKS ARE GONE. DISK IS ONE FOOT FROM EDGE OF CONCRETE
 FY2257'MEDIAN, INSTEAD OF TWO FEET.
 FY2257
 FY2257                          STATION RECOVERY (2005)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMG)
 FY2257'RECOVERED AS DESCRIBED
 FY2257
 FY2257                          STATION RECOVERY (2006)
 FY2257
 FY2257'RECOVERY NOTE BY US POWER SQUADRON 2006
 FY2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1004 ***********************************************************************
 EZ1004  DESIGNATION -  CARL
 EZ1004  PID         -  EZ1004
 EZ1004  STATE/COUNTY-  NC/WAKE
 EZ1004  USGS QUAD   -  LAKE WHEELER (1993)
 EZ1004
 EZ1004                         *CURRENT SURVEY CONTROL
 EZ1004  ___________________________________________________________________
 EZ1004* NAD 83(2001)-  35 43 33.68169(N)    078 39 00.46858(W)     ADJUSTED  
 EZ1004* NAVD 88     -       110.237  (meters)     361.67   (feet)  ADJUSTED  
 EZ1004  ___________________________________________________________________
 EZ1004  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 EZ1004  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EZ1004  DYNAMIC HT  -         110.140 (meters)     361.35  (feet)  COMP
 EZ1004  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 EZ1004
 EZ1004  HORZ ORDER  -  SECOND
 EZ1004  VERT ORDER  -  SECOND    CLASS 0
 EZ1004
 EZ1004.The horizontal coordinates were established by classical geodetic methods
 EZ1004.and adjusted by the National Geodetic Survey in August 2005.
 EZ1004
 EZ1004.The orthometric height was determined by differential leveling
 EZ1004.and adjusted in June 1991.
 EZ1004
 EZ1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1004
 EZ1004.The geoid height was determined by GEOID03.
 EZ1004
 EZ1004.The dynamic height is computed by dividing the NAVD 88
 EZ1004.geopotential number by the normal gravity value computed on the
 EZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1004.degrees latitude (g = 980.6199 gals.).
 EZ1004
 EZ1004.The modeled gravity was interpolated from observed gravity values.
 EZ1004
 EZ1004;                    North         East     Units Scale Factor Converg.
 EZ1004;SPC NC       -   219,259.054   641,252.510   MT  0.99990676   +0 12 07.0
 EZ1004;SPC NC       -   719,352.41  2,103,842.61   sFT  0.99990676   +0 12 07.0
 EZ1004;UTM  17      - 3,956,106.805   712,537.428   MT  1.00015667   +1 22 21.5
 EZ1004
 EZ1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1004!SPC NC       -   0.99998787  x   0.99990676  =   0.99989464
 EZ1004!UTM  17      -   0.99998787  x   1.00015667  =   1.00014454
 EZ1004
 EZ1004:                Primary Azimuth Mark                     Grid Az
 EZ1004:SPC NC       -  CARTER                                   210 46 49.5
 EZ1004:UTM  17      -  CARTER                                   209 36 35.0
 EZ1004
 EZ1004|---------------------------------------------------------------------|
 EZ1004| PID    Reference Object                     Distance      Geod. Az  |
 EZ1004|                                                           dddmmss.s |
 EZ1004| EZ1007 CARTER                              APPROX. 0.6 KM 2105856.5 |
 EZ1004| AE7414 LAKE WHEELER RAD STA WKIX MAST                     2343950.2 |
 EZ1004| EZ5310 PORT 2 AZ MK                        APPROX. 0.6 KM 3470136.8 |
 EZ1004| EZ5292 AIR                                 APPROX. 0.6 KM 3541213.9 |
 EZ1004|---------------------------------------------------------------------|
 EZ1004
 EZ1004                          SUPERSEDED SURVEY CONTROL
 EZ1004
 EZ1004  NAD 83(1986)-  35 43 33.68765(N)    078 39 00.47788(W) AD(       ) 2
 EZ1004  NAD 27      -  35 43 33.13582(N)    078 39 01.46200(W) AD(       ) 2
 EZ1004  NAVD 88 (03/04/92)  110.24   (m)          361.7    (f) LEVELING    3  
 EZ1004  NGVD 29 (??/??/92)  110.503  (m)          362.54   (f) ADJ UNCH    2 0
 EZ1004
 EZ1004.Superseded values are not recommended for survey control.
 EZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1004.See file dsdata.txt to determine how the superseded data were derived.
 EZ1004
 EZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1253756107(NAD 83)
 EZ1004_MARKER: DE = TRAVERSE STATION DISK
 EZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1004_STAMPING: CARL 1965
 EZ1004_MARK LOGO: NCGS  
 EZ1004_PROJECTION: FLUSH
 EZ1004_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1004+STABILITY: SURFACE MOTION
 EZ1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ1004+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 EZ1004
 EZ1004  HISTORY     - Date     Condition        Report By
 EZ1004  HISTORY     - 1965     MONUMENTED       NCGS
 EZ1004  HISTORY     - 1973     GOOD             NCGS
 EZ1004  HISTORY     - 1973     GOOD             NCGS
 EZ1004  HISTORY     - 1981     GOOD             LOCSUR
 EZ1004  HISTORY     - 1987     GOOD             USPSQD
 EZ1004  HISTORY     - 1989     GOOD             USPSQD
 EZ1004  HISTORY     - 19920402 GOOD             NCGS
 EZ1004  HISTORY     - 19941003 GOOD             NCGS
 EZ1004
 EZ1004                          STATION DESCRIPTION
 EZ1004
 EZ1004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 EZ1004'CARL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1004'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ1004'
 EZ1004'CARL IS 3.8 MILES S OF RALEIGH.  LOCATED 0.08 MILES S OF
 EZ1004'U.S. 70 AND U.S. 401 INTERSECTION ALONG U.S. 401.  0.07 MILES
 EZ1004'N OF SR 2538.  ON W SIDE OF TRIANGLE FORMED BY U.S. 70 AND
 EZ1004'U.S. 401 INTERSECTION AND ON 10 FT BANK APPROXIMATELY 50 FT
 EZ1004'E OF U.S. 401.
 EZ1004'
 EZ1004'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1004'CARL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1004'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1004'
 EZ1004'MARK IS
 EZ1004'
 EZ1004'48.6 FT E OF C/L OF U.S. 401 N BOUND LANE
 EZ1004'
 EZ1004'37.0 FT E OF YELLOW ARROW PAINTED ON U.S. 401 N BOUND LANE
 EZ1004'
 EZ1004'70.4 FT N OF TRAFFIC SIGN WITH ALUMINUM REF. TAG
 EZ1004'
 EZ1004'52.3 FT SW OF 7 INCH CHERRY TREE WITH ALUMINUM REF. TAG
 EZ1004'
 EZ1004'4.0 FT E OF EDGE OF BANK
 EZ1004'
 EZ1004'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 EZ1004
 EZ1004                          STATION RECOVERY (1973)
 EZ1004
 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1004'2.8 MI WNW FROM GARNER.
 EZ1004'CARL IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF CAPITOL SQUARE
 EZ1004'IN RALEIGH.  TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND
 EZ1004'LANE OF U.S. 401 - 70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING
 EZ1004'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 0.15 MILES TO
 EZ1004'STATION ON THE WEST SIDE OF A TRIANGLE FORMED BY THE NORTH BOUND
 EZ1004'LANE OF U.S. 401, THE EAST BOUND LANE OF U.S. 70 AND SR 2538,
 EZ1004'01.00 MILES NORTH OF SR 1006 (OLD STAGE ROAD), 48.6 FT E OF C/L
 EZ1004'OF U.S. 401 NORTH BOUND LANE, 70.4 FT NE OF MERGE LEFT SIGN POST
 EZ1004'WITH ALUMINUM REF. TAG, 52.3 FT WSW OF 8 IN WILD CHERRY TREE WITH
 EZ1004'ALUMINUM REF. TAG, AND 04.0 FT E OF EDGE OF BANK.  DISK IS SET
 EZ1004'IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1004
 EZ1004                          STATION RECOVERY (1973)
 EZ1004
 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1004'LOCATED APPROXIMATELY 3.8 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO
 EZ1004'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANE OF US 401 - 70
 EZ1004'AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY
 EZ1004'ALONG US 401 FOR 0.15 MILES TO STATION ON THE WEST SIDE OF A TRIANGLE
 EZ1004'FORMED BY THE NORTH BOUND LANE OF US 401, THE EAST BOUND LANE OF US 70
 EZ1004'AND SR 2538, 01.00 MILES NORTH OF SR 1006 (OLD STAGE ROAD). 48.6 FT. E
 EZ1004'OF C/L OF US 401 NORTH BOUND LANE, 70.4 FT. NE OF MERGE LEFT SIGN POST
 EZ1004'WITH ALUMINUM REF. TAG, 52.3 FT. WSW OF 8 IN. WILD CHERRY TREE WITH
 EZ1004'ALUMINUM REF. TAG, AND 04.0 FT. E OF EDGE OF BANK. DISK IS SET IN
 EZ1004'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
 EZ1004
 EZ1004                          STATION RECOVERY (1981)
 EZ1004
 EZ1004'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK)
 EZ1004'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 EZ1004'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION MARK IS 293 FEET SOUTH
 EZ1004'OF THE SOUTHWEST BRIDGE RAIL OF THE US 70 OVERPASS.
 EZ1004
 EZ1004                          STATION RECOVERY (1987)
 EZ1004
 EZ1004'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB)
 EZ1004'RECOVERED IN GOOD CONDITION.
 EZ1004
 EZ1004                          STATION RECOVERY (1989)
 EZ1004
 EZ1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB)
 EZ1004'RECOVERED IN GOOD CONDITION.
 EZ1004
 EZ1004                          STATION RECOVERY (1992)
 EZ1004
 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA)
 EZ1004'STATION IS LOCATED IN SOUTH RALEIGH (TRYON HILLS), IN NORTHWEST
 EZ1004'SECTION OF GARNER. AT THE WEST EDGE OF THE LARGE GRASS TRIANGLE FORMED
 EZ1004'BY US 70 EAST BOUND LANES, US 401 NORTH BOUND LANES, AND A CONNECTOR
 EZ1004'ROAD (MECHANICAL BOULEVARD) BETWEEN THE TWO. MARK IS ABOUT 10-FEET
 EZ1004'HIGHER THAN US 401 AND IS FLUSH WITH THE GROUND. LOCATED ABOUT 250 FT
 EZ1004'(76.2 M) SOUTHWEST OF THE US 70 EAST BOUND LANES, 293 FT (89.3 M)
 EZ1004'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE BRIDGE RAIL OF US 70 EAST
 EZ1004'BOUND BRIDGE AND 350 FT (106.7 M) SOUTH OF THE SOUTH CONCRETE BRIDGE
 EZ1004'SUPPORT COLUMN, 48.6 FT (14.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 EZ1004'US 401 NORTH BOUND, 245.0 FT (74.7 M) NORTH OF THE NORTHWEST CORNER OF
 EZ1004'A CHAIN LINK FENCE ENCLOSURE--AND 20.0 FT (6.1 M) WEST-NORTHWEST OF A
 EZ1004'6-INCH BIRCH, 44.0 FT (13.4 M) WEST OF A 24-INCH PECAN--BOTH WITH
 EZ1004'REFERENCE TAGS.
 EZ1004
 EZ1004                          STATION RECOVERY (1994)
 EZ1004
 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 EZ1004'RECOVERED AS DESCRIBED. MARK IS LOCATED 43.2 FT (13.2 M)
 EZ1004'WEST-SOUTHWEST OF A MULTI-TRUNK ELM WITH A REFERENCE TAG. LAKE WHEELER
 EZ1004'RAD ST WKIX MAST IS VISIBLE AND THE GRID AZIMUTH IS--234-27-43.22.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1585 ***********************************************************************
 FA1585  DESIGNATION -  CARL
 FA1585  PID         -  FA1585
 FA1585  STATE/COUNTY-  NC/DAVIDSON
 FA1585  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1585
 FA1585                         *CURRENT SURVEY CONTROL
 FA1585  ___________________________________________________________________
 FA1585* NAD 83(2001)-  35 53 17.36404(N)    080 03 15.12494(W)     ADJUSTED  
 FA1585* NAVD 88     -       276.7    (meters)     908.     (feet)  VERTCON   
 FA1585  ___________________________________________________________________
 FA1585  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 FA1585  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 FA1585  HORZ ORDER  -  SECOND
 FA1585
 FA1585.The horizontal coordinates were established by classical geodetic methods
 FA1585.and adjusted by the National Geodetic Survey in August 2005.
 FA1585
 FA1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1585
 FA1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1585
 FA1585.The geoid height was determined by GEOID03.
 FA1585
 FA1585;                    North         East     Units Scale Factor Converg.
 FA1585;SPC NC       -   237,696.851   514,424.562   MT  0.99993416   -0 36 30.4
 FA1585;SPC NC       -   779,843.75  1,687,741.25   sFT  0.99993416   -0 36 30.4
 FA1585;UTM  17      - 3,971,956.551   585,364.005   MT  0.99968979   +0 33 16.1
 FA1585
 FA1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1585!SPC NC       -   0.99996144  x   0.99993416  =   0.99989561
 FA1585!UTM  17      -   0.99996144  x   0.99968979  =   0.99965125
 FA1585
 FA1585|---------------------------------------------------------------------|
 FA1585| PID    Reference Object                     Distance      Geod. Az  |
 FA1585|                                                           dddmmss.s |
 FA1585| FA1660 SWAIN                               293.458 METERS 16545     |
 FA1585| FA1667 TRAILER                             424.724 METERS 3295346.6 |
 FA1585|---------------------------------------------------------------------|
 FA1585
 FA1585                          SUPERSEDED SURVEY CONTROL
 FA1585
 FA1585  NAD 83(1986)-  35 53 17.36947(N)    080 03 15.13260(W) AD(       ) 2
 FA1585  NAD 27      -  35 53 16.87062(N)    080 03 15.98450(W) AD(       ) 2
 FA1585  NGVD 29 (07/19/86)  276.9    (m)          908.     (f) VERT ANG    3  
 FA1585
 FA1585.Superseded values are not recommended for survey control.
 FA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1585.See file dsdata.txt to determine how the superseded data were derived.
 FA1585
 FA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8536471957(NAD 83)
 FA1585_MARKER: DE = TRAVERSE STATION DISK
 FA1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1585_STAMPING: CARL 1963
 FA1585_MARK LOGO: NCGS  
 FA1585_PROJECTION: FLUSH
 FA1585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FA1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1585+STABILITY: SURFACE MOTION
 FA1585
 FA1585  HISTORY     - Date     Condition        Report By
 FA1585  HISTORY     - 1963     MONUMENTED       NCGS
 FA1585  HISTORY     - 19870901 SEE DESCRIPTION  NCGS
 FA1585  HISTORY     - 19940303 GOOD             NCGS
 FA1585
 FA1585                          STATION DESCRIPTION
 FA1585
 FA1585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1963 (WCF)
 FA1585'CARL IS A N. C. GEODETIC SURVEY TRAVERSE STATION IN
 FA1585'THOMASVILLE, NORTH CAROLINA.  STATION IS 1.6 MILES E OF
 FA1585'THOMASVILLE, .2 MILES N ALONG SR 2051 FROM INTERSECTION OF
 FA1585'SR 2054 AND .5 MILES S ALONG SR 2054 FROM INTERSECTION OF
 FA1585'BLAIR STREET.  STATION IS ON E SIDE OF ROAD IN YARD OF
 FA1585'EVERETTE SWAIN JRS.  HOUSE WHICH IS A WHITE, ONE STORY SHINGLE
 FA1585'HOUSE.
 FA1585'
 FA1585'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1585'CARL 1963, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1585'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FA1585'
 FA1585'MARK IS
 FA1585'
 FA1585'3.2 FT E OF C/L OF SR 2051
 FA1585'
 FA1585'67.2 FT N OF 3 LEAD NAILS IN PP 18
 FA1585'
 FA1585'89.9 FT S OF 3 LEAD NAILS IN PP 17
 FA1585'
 FA1585'62.0 FT S OF 3 LEAD NAILS IN 30 INCH W. OAK
 FA1585'
 FA1585'23.2 FT S OF C/L DRIVE
 FA1585'
 FA1585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA1585
 FA1585                          STATION RECOVERY (1987)
 FA1585
 FA1585'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 FA1585'NOT FOUND.
 FA1585
 FA1585                          STATION RECOVERY (1994)
 FA1585
 FA1585'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (DRS)
 FA1585'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1586 ***********************************************************************
 FA1586  DESIGNATION -  CARL
 FA1586  PID         -  FA1586
 FA1586  STATE/COUNTY-  NC/RANDOLPH
 FA1586  USGS QUAD   -  HIGH POINT WEST (1993)
 FA1586
 FA1586                         *CURRENT SURVEY CONTROL
 FA1586  ___________________________________________________________________
 FA1586* NAD 83(2001)-  35 53 52.50212(N)    080 01 05.33253(W)     ADJUSTED  
 FA1586* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 FA1586  ___________________________________________________________________
 FA1586  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 FA1586  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 FA1586  HORZ ORDER  -  SECOND
 FA1586
 FA1586.The horizontal coordinates were established by classical geodetic methods
 FA1586.and adjusted by the National Geodetic Survey in August 2005.
 FA1586
 FA1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA1586
 FA1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1586
 FA1586.The geoid height was determined by GEOID03.
 FA1586
 FA1586;                    North         East     Units Scale Factor Converg.
 FA1586;SPC NC       -   238,745.753   517,690.572   MT  0.99993607   -0 35 15.5
 FA1586;SPC NC       -   783,285.02  1,698,456.48   sFT  0.99993607   -0 35 15.5
 FA1586;UTM  17      - 3,973,071.265   588,607.266   MT  0.99969674   +0 34 32.7
 FA1586
 FA1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1586!SPC NC       -   0.99996653  x   0.99993607  =   0.99990260
 FA1586!UTM  17      -   0.99996653  x   0.99969674  =   0.99966328
 FA1586
 FA1586:                Primary Azimuth Mark                     Grid Az
 FA1586:SPC NC       -  HUNT                                     293 07 43.3
 FA1586:UTM  17      -  HUNT                                     291 57 55.1
 FA1586
 FA1586|---------------------------------------------------------------------|
 FA1586| PID    Reference Object                     Distance      Geod. Az  |
 FA1586|                                                           dddmmss.s |
 FA1586| FA1623 HUNT                                APPROX. 0.6 KM 2923227.8 |
 FA1586|---------------------------------------------------------------------|
 FA1586
 FA1586                          SUPERSEDED SURVEY CONTROL
 FA1586
 FA1586  NAD 83(1986)-  35 53 52.50735(N)    080 01 05.34120(W) AD(       ) 2
 FA1586  NAD 27      -  35 53 52.00564(N)    080 01 06.19935(W) AD(       ) 2
 FA1586  NGVD 29 (07/19/86)  244.4    (m)          802.     (f) VERT ANG    3  
 FA1586
 FA1586.Superseded values are not recommended for survey control.
 FA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1586.See file dsdata.txt to determine how the superseded data were derived.
 FA1586
 FA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8860773071(NAD 83)
 FA1586_MARKER: DE = TRAVERSE STATION DISK
 FA1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1586_STAMPING: CARL 1961
 FA1586_MARK LOGO: NCGS  
 FA1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1586+STABILITY: SURFACE MOTION
 FA1586
 FA1586  HISTORY     - Date     Condition        Report By
 FA1586  HISTORY     - 1961     MONUMENTED       NCGS
 FA1586
 FA1586                          STATION DESCRIPTION
 FA1586
 FA1586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 FA1586'CARL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA1586'THE VICINITY OF HIGH POINT, NORTH CAROLINA.
 FA1586'
 FA1586'STATION IS 4.1 MILES S OF THE CENTER OF HIGH POINT, 1.3 MILES
 FA1586'SE OF PROSPECT RD. ON S SIDE OF SR 1610.
 FA1586'
 FA1586'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA1586'CARL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA1586'WHICH IS TWO INCHES ABOVE SURFACE OF THE GROUND.
 FA1586'
 FA1586'MARK IS
 FA1586'
 FA1586'30.0 FT S OF C/L OF MENDENHALL RD. (SR 1610)
 FA1586'
 FA1586'34.25 FT NE OF 3 NAILS IN 10 INCH OAK
 FA1586'
 FA1586'35.75 FT NW OF 3 NAILS IN 14 INCH OAK
 FA1586'
 FA1586'76.00 FT S OF 3 NAILS IN 10 INCH WHITE OAK
 FA1586'
 FA1586'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3043 ***********************************************************************
 EA3043  DESIGNATION -  CARL
 EA3043  PID         -  EA3043
 EA3043  STATE/COUNTY-  NC/DUPLIN
 EA3043  USGS QUAD   -  KENANSVILLE (1980)
 EA3043
 EA3043                         *CURRENT SURVEY CONTROL
 EA3043  ___________________________________________________________________
 EA3043* NAD 83(2001)-  34 56 20.25627(N)    077 56 34.94473(W)     ADJUSTED  
 EA3043* NAVD 88     -        34.6    (meters)     114.     (feet)  VERTCON   
 EA3043  ___________________________________________________________________
 EA3043  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 EA3043  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 EA3043  HORZ ORDER  -  SECOND
 EA3043
 EA3043.The horizontal coordinates were established by classical geodetic methods
 EA3043.and adjusted by the National Geodetic Survey in August 2005.
 EA3043
 EA3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3043
 EA3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3043
 EA3043.The geoid height was determined by GEOID03.
 EA3043
 EA3043;                    North         East     Units Scale Factor Converg.
 EA3043;SPC NC       -   132,405.634   706,148.047   MT  0.99988741   +0 36 36.2
 EA3043;SPC NC       -   434,400.82  2,316,754.05   sFT  0.99988741   +0 36 36.2
 EA3043;UTM  18      - 3,870,229.714   231,202.441   MT  1.00049059   -1 41 11.4
 EA3043;UTM  17      - 3,870,542.104   779,205.568   MT  1.00056090   +1 45 06.7
 EA3043
 EA3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3043!SPC NC       -   1.00000019  x   0.99988741  =   0.99988760
 EA3043!UTM  18      -   1.00000019  x   1.00049059  =   1.00049078
 EA3043!UTM  17      -   1.00000019  x   1.00056090  =   1.00056109
 EA3043
 EA3043:                Primary Azimuth Mark                     Grid Az
 EA3043:SPC NC       -  THEODORE                                 161 39 38.2
 EA3043:UTM  18      -  THEODORE                                 163 57 25.8
 EA3043:UTM  17      -  THEODORE                                 160 31 07.7
 EA3043
 EA3043|---------------------------------------------------------------------|
 EA3043| PID    Reference Object                     Distance      Geod. Az  |
 EA3043|                                                           dddmmss.s |
 EA3043| EA3041 THEODORE                            APPROX. 1.6 KM 1621614.4 |
 EA3043| EA3045 HIRAM                               APPROX. 0.5 KM 3292646.8 |
 EA3043|---------------------------------------------------------------------|
 EA3043
 EA3043                          SUPERSEDED SURVEY CONTROL
 EA3043
 EA3043  NAD 83(1986)-  34 56 20.26528(N)    077 56 34.95609(W) AD(       ) 2
 EA3043  NAD 27      -  34 56 19.66801(N)    077 56 36.01510(W) AD(       ) 2
 EA3043  NGVD 29 (07/19/86)   34.9    (m)          115.     (f) VERT ANG    3  
 EA3043
 EA3043.Superseded values are not recommended for survey control.
 EA3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3043.See file dsdata.txt to determine how the superseded data were derived.
 EA3043
 EA3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD3120270230(NAD 83)
 EA3043_MARKER: DE = TRAVERSE STATION DISK
 EA3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA3043_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3043+STABILITY: SURFACE MOTION
 EA3043
 EA3043  HISTORY     - Date     Condition        Report By
 EA3043  HISTORY     - 1976     MONUMENTED       NCGS
 EA3043  HISTORY     - 19940419 MARK NOT FOUND   USPSQD
 EA3043
 EA3043                          STATION DESCRIPTION
 EA3043
 EA3043'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (LFS)
 EA3043'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF
 EA3043'KENANSVILLE AND 10.6 MILES NORTHWEST OF CHINQUAPIN, NORTH CAROLINA.
 EA3043'
 EA3043'TO REACH STATION FROM THE INTERSECTION OF NC 11 AND NC 24 WITH NC 50
 EA3043'AT COURTHOUSE IN KENANSVILLE, PROCEED SOUTHEAST ALONG NC 50 FOR 1.95
 EA3043'MILES TO STATION ON LEFT IN SHOULDER, ON PROLONGATION OF A FENCE LINE
 EA3043'ON WEST SIDE OF NC 50, APPROXIMATELY 250 FEET NORTH OF THE NORTHWEST
 EA3043'CORNER OF A ONE STORY WHITE FRAME HOUSE, AND 0.35 MILE SOUTHEAST OF
 EA3043'CROSSROAD INTERSECTION WITH SR 1959.
 EA3043'
 EA3043'STATION MARK IS A STANDARD DISK STAMPED---CARL 1976---, SET IN THE TOP
 EA3043'OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND SURFACE.
 EA3043'THE MARK IS 20.3 FEET EAST OF THE CENTERLINE OF NC 50, 16.5 FEET
 EA3043'SOUTHWEST OF 4 X 4 WOODEN POST WITH ALUMINUM TAG, 67.8 FEET NORTHWEST
 EA3043'OF 12 INCH PINE WITH ALUMINUM TAG, 59.7 FEET SOUTH OF A FENCE POST
 EA3043'WITH ALUMINUM TAG, 55.5 FEET NORTHEAST OF A CORNER FENCE POST ACROSS
 EA3043'NC 50, AND 101.2 FEET NORTH OF NORTH END OF AN 18 INCH CULVERT ON WEST
 EA3043'SIDE OF NC 50.
 EA3043
 EA3043                          STATION RECOVERY (1994)
 EA3043
 EA3043'RECOVERY NOTE BY US POWER SQUADRON 1994
 EA3043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5735 ***********************************************************************
 EZ5735  DESIGNATION -  CARL
 EZ5735  PID         -  EZ5735
 EZ5735  STATE/COUNTY-  NC/RICHMOND
 EZ5735  USGS QUAD   -  HOFFMAN (1982)
 EZ5735
 EZ5735                         *CURRENT SURVEY CONTROL
 EZ5735  ___________________________________________________________________
 EZ5735* NAD 83(2001)-  35 03 17.24822(N)    079 35 21.81762(W)     ADJUSTED  
 EZ5735* NAVD 88     -       128.214  (meters)     420.65   (feet)  ADJUSTED  
 EZ5735  ___________________________________________________________________
 EZ5735  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 EZ5735  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 EZ5735  DYNAMIC HT  -         128.096 (meters)     420.26  (feet)  COMP
 EZ5735  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 EZ5735
 EZ5735  HORZ ORDER  -  SECOND
 EZ5735  VERT ORDER  -  SECOND    CLASS II
 EZ5735
 EZ5735.The horizontal coordinates were established by classical geodetic methods
 EZ5735.and adjusted by the National Geodetic Survey in August 2005.
 EZ5735
 EZ5735.The orthometric height was determined by differential leveling
 EZ5735.and adjusted in August 2000.
 EZ5735
 EZ5735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5735
 EZ5735.The geoid height was determined by GEOID03.
 EZ5735
 EZ5735.The dynamic height is computed by dividing the NAVD 88
 EZ5735.geopotential number by the normal gravity value computed on the
 EZ5735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ5735.degrees latitude (g = 980.6199 gals.).
 EZ5735
 EZ5735.The modeled gravity was interpolated from observed gravity values.
 EZ5735
 EZ5735;                    North         East     Units Scale Factor Converg.
 EZ5735;SPC NC       -   144,900.101   555,839.281   MT  0.99987847   -0 20 24.7
 EZ5735;SPC NC       -   475,393.08  1,823,616.04   sFT  0.99987847   -0 20 24.7
 EZ5735;UTM  17      - 3,880,028.846   628,638.749   MT  0.99980394   +0 48 37.1
 EZ5735
 EZ5735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5735!SPC NC       -   0.99998483  x   0.99987847  =   0.99986330
 EZ5735!UTM  17      -   0.99998483  x   0.99980394  =   0.99978877
 EZ5735
 EZ5735                          SUPERSEDED SURVEY CONTROL
 EZ5735
 EZ5735  NAD 83(1986)-  35 03 17.24796(N)    079 35 21.82545(W) AD(       ) 2
 EZ5735  NGVD 29 (03/28/90)  128.5    (m)          422.     (f) VERT ANG    3  
 EZ5735
 EZ5735.Superseded values are not recommended for survey control.
 EZ5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5735.See file dsdata.txt to determine how the superseded data were derived.
 EZ5735
 EZ5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2863980029(NAD 83)
 EZ5735_MARKER: DE = TRAVERSE STATION DISK
 EZ5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5735_STAMPING: CARL 1977
 EZ5735_MARK LOGO: NCGS  
 EZ5735_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5735+STABILITY: SURFACE MOTION
 EZ5735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ5735+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1998
 EZ5735
 EZ5735  HISTORY     - Date     Condition        Report By
 EZ5735  HISTORY     - 1977     MONUMENTED       NCGS
 EZ5735  HISTORY     - 1985     GOOD             USPSQD
 EZ5735  HISTORY     - 19960405 GOOD             USPSQD
 EZ5735  HISTORY     - 19980323 GOOD             NCGS
 EZ5735
 EZ5735                          STATION DESCRIPTION
 EZ5735
 EZ5735'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 EZ5735'THE STATION IS LOCATED IN THE SANDHILLS GAME LAND AND APPROXIMATELY
 EZ5735'2.8 MILES NORTHWEST OF HOFFMAN.
 EZ5735'
 EZ5735'TO REACH THE STATION FROM THE US POST OFFICE IN HOFFMAN, PROCEED
 EZ5735'SOUTHWESTERLY ALONG US 1 FOR 0.6 MILE TO SR 1475 (MORRISON TRAINING
 EZ5735'SCHOOL ROAD), THENCE WEST ALONG SR 1475 FOR 0.1 MILE TO SR 1003 (FORKS
 EZ5735'RIGHT), THENCE NORTHWEST ALONG SR 1003 FOR 2.6 MILES TO STATION ON
 EZ5735'RIGHT DITCH BANK, 110 FEET SOUTH OF DIRT ROAD INTO WOODS (LEADING
 EZ5735'WEST) AND 2.15 MILES SOUTH OF SR 1473 (EAST) INTERSECTION.
 EZ5735'
 EZ5735'STATION MARK IS A STANDARD DISK STAMPED---CARL 1977---, SET IN THE TOP
 EZ5735'OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.  THE
 EZ5735'MARK IS 33.7 FEET EAST-NORTHEAST OF THE CENTERLINE OF SR 1003 AND 14.5
 EZ5735'FEET WEST-SOUTHWEST OF AN 8 INCH PINE, 22.5 FEET NORTHWEST OF A 10
 EZ5735'INCH PINE, 29.9 FEET SOUTH OF A 10 INCH PINE AND 80.0 FEET EAST OF A
 EZ5735'6 INCH PINE ALL WITH REFERENCE TAGS.
 EZ5735
 EZ5735                          STATION RECOVERY (1985)
 EZ5735
 EZ5735'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ5735'RECOVERED IN GOOD CONDITION.
 EZ5735
 EZ5735                          STATION RECOVERY (1996)
 EZ5735
 EZ5735'RECOVERY NOTE BY US POWER SQUADRON 1996
 EZ5735'RECOVERED IN GOOD CONDITION.
 EZ5735
 EZ5735                          STATION RECOVERY (1998)
 EZ5735
 EZ5735'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG)
 EZ5735'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS NOW
 EZ5735'FLUSH WITH THE GROUND. LOCATED 34.5 FT (10.5 M) EAST-NORTHEAST OF THE
 EZ5735'CENTERLINE OF SR 1003. 8-INCH PINE IS NOW 12-INCHES, 10-INCH PINE IS
 EZ5735'NOW 13-INCHES, 10-INCH PINE NORTH IS NOW 15-INCHES.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC8612 ***********************************************************************
 AC8612  DESIGNATION -  CARL
 AC8612  PID         -  AC8612
 AC8612  STATE/COUNTY-  NC/IREDELL
 AC8612  USGS QUAD   -  COOL SPRINGS (1969)
 AC8612
 AC8612                         *CURRENT SURVEY CONTROL
 AC8612  ___________________________________________________________________
 AC8612* NAD 83(2007)-  35 51 10.94085(N)    080 42 30.96437(W)     ADJUSTED  
 AC8612* NAVD 88     -       208.7    (meters)     685.     (feet)  VERTCON   
 AC8612  ___________________________________________________________________
 AC8612  EPOCH DATE  -        2002.00
 AC8612  X           -     835,647.673 (meters)                     COMP
 AC8612  Y           -  -5,107,804.084 (meters)                     COMP
 AC8612  Z           -   3,715,090.587 (meters)                     COMP
 AC8612  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 AC8612  ELLIP HEIGHT-         176.486 (meters)          (02/10/07) ADJUSTED
 AC8612  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 AC8612
 AC8612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8612  Type    PID    Designation                      North   East  Ellip
 AC8612  -------------------------------------------------------------------
 AC8612  NETWORK AC8612 CARL                              2.82   2.27   5.82
 AC8612  -------------------------------------------------------------------
 AC8612
 AC8612.The horizontal coordinates were established by GPS observations
 AC8612.and adjusted by the National Geodetic Survey in February 2007.
 AC8612
 AC8612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8612.The horizontal coordinates are valid at the epoch date displayed above.
 AC8612.The epoch date for horizontal control is a decimal equivalence
 AC8612.of Year/Month/Day.
 AC8612
 AC8612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC8612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC8612
 AC8612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8612
 AC8612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8612
 AC8612.The ellipsoidal height was determined by GPS observations
 AC8612.and is referenced to NAD 83.
 AC8612
 AC8612.The geoid height was determined by GEOID03.
 AC8612
 AC8612;                    North         East     Units Scale Factor Converg.
 AC8612;SPC NC       -   234,623.311   455,280.919   MT  0.99992755   -0 59 10.2
 AC8612;SPC NC       -   769,759.98  1,493,700.82   sFT  0.99992755   -0 59 10.2
 AC8612;UTM  17      - 3,967,687.733   526,311.757   MT  0.99960853   +0 10 14.4
 AC8612
 AC8612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8612!SPC NC       -   0.99997230  x   0.99992755  =   0.99989985
 AC8612!UTM  17      -   0.99997230  x   0.99960853  =   0.99958084
 AC8612
 AC8612|---------------------------------------------------------------------|
 AC8612| PID    Reference Object                     Distance      Geod. Az  |
 AC8612|                                                           dddmmss.s |
 AC8612| AC8613 HARPER                              374.560 METERS 29332     |
 AC8612|---------------------------------------------------------------------|
 AC8612
 AC8612                          SUPERSEDED SURVEY CONTROL
 AC8612
 AC8612  NAD 83(2001)-  35 51 10.94097(N)    080 42 30.96414(W) AD(       ) 1
 AC8612  ELLIP H (03/27/03)  176.488  (m)                       GP(       ) 4 2
 AC8612  NAD 83(1986)-  35 51 10.94979(N)    080 42 30.97077(W) AD(       ) 1
 AC8612  NGVD 29 (05/20/97)  208.9    (m)          685.     (f) GPS OBS     3  
 AC8612
 AC8612.Superseded values are not recommended for survey control.
 AC8612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8612.See file dsdata.txt to determine how the superseded data were derived.
 AC8612
 AC8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2631267688(NAD 83)
 AC8612_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8612_STAMPING: CARL 1992
 AC8612_MARK LOGO: NCGS  
 AC8612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC8612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8612+STABILITY: SURFACE MOTION
 AC8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8612+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1993
 AC8612
 AC8612  HISTORY     - Date     Condition        Report By
 AC8612  HISTORY     - 1992     MONUMENTED       NCGS
 AC8612  HISTORY     - 19931112 GOOD             NCGS
 AC8612
 AC8612                          STATION DESCRIPTION
 AC8612
 AC8612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AC8612'STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-SOUTHWEST OF MOCKSVILLE
 AC8612'AND 1.2 MI (1.9 KM) EAST-NORTHEAST OF COOL SPRINGS. PROCEED ALONG US
 AC8612'64 FOR 1.4 MI (2.3 KM) SOUTH FROM THE I-40 OVERPASS, THENCE EAST FOR
 AC8612'0.2 MI (0.3 KM) ALONG A SINGLE LANE DRIVE TO THE END OF THE PAVEMENT
 AC8612'AND A DRIVE ENTERING A FARM BELONGING TO CARL HARPER (704-872-5809),
 AC8612'THENCE EAST 0.1 MI (0.2 KM) ALONG A FARM ROAD TO A METAL GATE, THENCE
 AC8612'NORTHEAST FOR 0.05 MI (0.08 KM) TO ANOTHER METAL GATE, THENCE
 AC8612'EAST-NORTHEAST FOR 0.15 MI (0.24 KM) TO AN ELECTRIC FENCE, THENCE EAST
 AC8612'FOR 0.25 MI (0.40 KM) TO A GAP, THENCE SOUTHEAST FOR 0.3 MI (0.5 KM)
 AC8612'TO THE STATION ABOUT 200 FEET EAST OF THE INTERSECTION OF THE YADKIN
 AC8612'RIVER AND BELL BRANCH. MARK IS RECESSED ABOUT 4 INCHES BELOW GROUND.
 AC8612'LOCATED 44.4 FT (13.5 M) SOUTH OF A 30-INCH BOXELDER, 50.6 FT (15.4 M)
 AC8612'SOUTHWEST OF A 12-INCH SYCAMORE, 13.5 FT (4.1 M) WEST OF A 14-INCH
 AC8612'BOXELDER, 45.8 FT (14.0 M) NORTH-NORTHEAST OF A 20-INCH BOXELDER--ALL
 AC8612'WITH REFERENCE TAGS.
 AC8612
 AC8612                          STATION RECOVERY (1993)
 AC8612
 AC8612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AC8612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8821 ***********************************************************************
 AF8821  DESIGNATION -  CARL
 AF8821  PID         -  AF8821
 AF8821  STATE/COUNTY-  NC/DARE
 AF8821  USGS QUAD   -  HATTERAS (1987)
 AF8821
 AF8821                         *CURRENT SURVEY CONTROL
 AF8821  ___________________________________________________________________
 AF8821* NAD 83(2007)-  35 13 08.76137(N)    075 41 38.23253(W)     ADJUSTED  
 AF8821* NAVD 88     -         0.6    (meters)       2.     (feet)  GPS OBS   
 AF8821  ___________________________________________________________________
 AF8821  EPOCH DATE  -        2002.00
 AF8821  X           -   1,288,982.911 (meters)                     COMP
 AF8821  Y           -  -5,054,652.678 (meters)                     COMP
 AF8821  Z           -   3,657,729.866 (meters)                     COMP
 AF8821  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AF8821  ELLIP HEIGHT-         -38.020 (meters)          (02/10/07) ADJUSTED
 AF8821  GEOID HEIGHT-         -38.63  (meters)                     GEOID03
 AF8821
 AF8821  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8821  Type    PID    Designation                      North   East  Ellip
 AF8821  -------------------------------------------------------------------
 AF8821  NETWORK AF8821 CARL                              0.37   0.31   1.31
 AF8821  -------------------------------------------------------------------
 AF8821
 AF8821.The horizontal coordinates were established by GPS observations
 AF8821.and adjusted by the National Geodetic Survey in February 2007.
 AF8821
 AF8821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8821.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8821.The horizontal coordinates are valid at the epoch date displayed above.
 AF8821.The epoch date for horizontal control is a decimal equivalence
 AF8821.of Year/Month/Day.
 AF8821
 AF8821.The orthometric height was determined by GPS observations and a
 AF8821.high-resolution geoid model.
 AF8821
 AF8821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8821
 AF8821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8821
 AF8821.The ellipsoidal height was determined by GPS observations
 AF8821.and is referenced to NAD 83.
 AF8821
 AF8821.The geoid height was determined by GEOID03.
 AF8821
 AF8821;                    North         East     Units Scale Factor Converg.
 AF8821;SPC NC       -   167,978.209   910,503.543   MT  0.99987275   +1 54 29.3
 AF8821;SPC NC       -   551,108.51  2,987,210.37   sFT  0.99987275   +1 54 29.3
 AF8821;UTM  18      - 3,897,561.478   436,844.333   MT  0.99964915   -0 24 00.8
 AF8821
 AF8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8821!SPC NC       -   1.00000597  x   0.99987275  =   0.99987872
 AF8821!UTM  18      -   1.00000597  x   0.99964915  =   0.99965512
 AF8821
 AF8821:                Primary Azimuth Mark                     Grid Az
 AF8821:SPC NC       -  WALL                                     221 26 53.7
 AF8821:UTM  18      -  WALL                                     223 45 23.8
 AF8821
 AF8821|---------------------------------------------------------------------|
 AF8821| PID    Reference Object                     Distance      Geod. Az  |
 AF8821|                                                           dddmmss.s |
 AF8821| AF8820 WALL                                APPROX. 0.5 KM 2232123.0 |
 AF8821|---------------------------------------------------------------------|
 AF8821
 AF8821                          SUPERSEDED SURVEY CONTROL
 AF8821
 AF8821  NAD 83(2001)-  35 13 08.76131(N)    075 41 38.23199(W) AD(       ) 1
 AF8821  ELLIP H (03/13/03)  -38.010  (m)                       GP(       ) 4 2
 AF8821  NAD 83(1986)-  35 13 08.77436(N)    075 41 38.23644(W) AD(       ) 1
 AF8821
 AF8821.Superseded values are not recommended for survey control.
 AF8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8821.See file dsdata.txt to determine how the superseded data were derived.
 AF8821
 AF8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVD3684497561(NAD 83)
 AF8821_MARKER: DE = TRAVERSE STATION DISK
 AF8821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8821_STAMPING: CARL 1985
 AF8821_MARK LOGO: NCGS  
 AF8821_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8821+STABILITY: SURFACE MOTION
 AF8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8821+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AF8821
 AF8821  HISTORY     - Date     Condition        Report By
 AF8821  HISTORY     - 1985     MONUMENTED       NCGS
 AF8821  HISTORY     - 20000620 GOOD             NCDOT
 AF8821  HISTORY     - 20030821 GOOD             USPSQD
 AF8821
 AF8821                          STATION DESCRIPTION
 AF8821
 AF8821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AF8821'STATION IS LOCATED IN THE COMMUNITY OF HATTERAS. ALONG NC 12 FOR 0.5
 AF8821'KM (0.30 MI) WEST FROM THE SLASH CREEK BRIDGE, ACROSS THE HIGHWAY FROM
 AF8821'THE--SUMMER STUFF--STORE, AND JUST WEST OF THE--HATTERAS
 AF8821'HARBOUR--MOTEL. MARK IS FLUSH WITH GROUND AND LEVEL WITH THE HIGHWAY.
 AF8821'LOCATED 10.1 M (33.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF NC 12,
 AF8821'19.3 M (63.3 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AF8821'THE--HATTERAS HARBOUR--MOTEL, 24.5 M (80.4 FT) NORTHWEST OF THE
 AF8821'NORTHEAST CORNER OF THE--SUMMER STUFF--BUILDING, 26.1 M (85.6 FT)
 AF8821'EAST-NORTHEAST OF A FIRE HYDRANT, AND 10.2 M (33.5 FT) WEST-SOUTHWEST
 AF8821'OF A POWER POLE WITH A TRANSFORMER (NO 268) AND WITH A REFERENCE TAG.
 AF8821'NOTE-RECOVERY BY NCGS IN 1997 SHOWED INSCRIPTION IS PARTIALLY
 AF8821'OBLITERATED.
 AF8821
 AF8821                          STATION RECOVERY (2000)
 AF8821
 AF8821'RECOVERY NOTE BY 
NC DOT 2000 (DSR)
 AF8821'RECOVERED AS DESCRIBED.
 AF8821
 AF8821                          STATION RECOVERY (2003)
 AF8821
 AF8821'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF8821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI3820 ***********************************************************************
 AI3820  DESIGNATION -  CARL
 AI3820  PID         -  AI3820
 AI3820  STATE/COUNTY-  NC/GRANVILLE
 AI3820  USGS QUAD   -  SATTERWHITE (1981)
 AI3820
 AI3820                         *CURRENT SURVEY CONTROL
 AI3820  ___________________________________________________________________
 AI3820* NAD 83(2001)-  36 27 17.34877(N)    078 43 28.41563(W)     ADJUSTED  
 AI3820* NAVD 88     -       141.8    (meters)     465.     (feet)  VERTCON   
 AI3820  ___________________________________________________________________
 AI3820  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AI3820  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 AI3820  HORZ ORDER  -  SECOND
 AI3820
 AI3820.The horizontal coordinates were established by classical geodetic methods
 AI3820.and adjusted by the National Geodetic Survey in August 2005.
 AI3820
 AI3820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI3820
 AI3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3820
 AI3820.The geoid height was determined by GEOID03.
 AI3820
 AI3820;                    North         East     Units Scale Factor Converg.
 AI3820;SPC NC       -   300,104.183   634,294.800   MT  1.00009318   +0 09 32.3
 AI3820;SPC NC       -   984,591.81  2,081,015.52   sFT  1.00009318   +0 09 32.3
 AI3820;UTM  17      - 4,036,803.103   703,911.859   MT  1.00011232   +1 21 09.0
 AI3820
 AI3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3820!SPC NC       -   0.99998266  x   1.00009318  =   1.00007583
 AI3820!UTM  17      -   0.99998266  x   1.00011232  =   1.00009497
 AI3820
 AI3820                          SUPERSEDED SURVEY CONTROL
 AI3820
 AI3820  NAD 83(1986)-  36 27 17.35269(N)    078 43 28.42103(W) AD(       ) 2
 AI3820  NGVD 29 (03/10/00)  142.1    (m)          466.     (f) VERT ANG    3  
 AI3820
 AI3820.Superseded values are not recommended for survey control.
 AI3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3820.See file dsdata.txt to determine how the superseded data were derived.
 AI3820
 AI3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA0391236803(NAD 83)
 AI3820_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3820_STAMPING: CARL 1984
 AI3820_MARK LOGO: NCGS  
 AI3820_PROJECTION: FLUSH
 AI3820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3820+STABILITY: SURFACE MOTION
 AI3820
 AI3820  HISTORY     - Date     Condition        Report By
 AI3820  HISTORY     - 1984     MONUMENTED       NCGS
 AI3820
 AI3820                          STATION DESCRIPTION
 AI3820
 AI3820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG)
 AI3820'STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTH-SOUTHEAST OF
 AI3820'VIRGILINA, VA., AND 14.0 KM (8.7 MI) WEST OF STOVALL. ALONG NC 96,
 AI3820'11.0 KM (6.85 MI) SOUTH OF THE INTERSECTION WITH NC 49 (SOUTHWEST OF
 AI3820'VIRGILINA), 2.0 KM (1.25 MI) NORTH OF OAK HILL COMMUNITY, UNDER A
 AI3820'POWER LINE AND SOUTHEAST OF THE INTERSECTION WITH SR 1414. STATION IS
 AI3820'A STANDARD NCGS DISK STAMPED---CARL 1984---, SET INTO THE TOP OF A
 AI3820'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED
 AI3820'40.2 METERS (132.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1414,
 AI3820'2.9 METERS (9.5 FT) NORTHWEST OF A POWER POLE (63)--AND 11.4 METERS
 AI3820'(37.2 FT) EAST-NORTHEAST OF A 10 INCH MAPLE, 14.4 METERS (47.2 FT)
 AI3820'SOUTHWEST OF A 6 INCH TWIN BIRCH, 19.4 METERS (63.8 FT) SOUTH OF A 6
 AI3820'INCH OAK--ALL THREE WITH REFERENCE TAGS. MARK IS 2 FT ABOVE LEVEL OF
 AI3820'SR 1414.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8259 ***********************************************************************
 AI8259  DESIGNATION -  CARL
 AI8259  PID         -  AI8259
 AI8259  STATE/COUNTY-  NC/WARREN
 AI8259  USGS QUAD   -  MACON (1970)
 AI8259
 AI8259                         *CURRENT SURVEY CONTROL
 AI8259  ___________________________________________________________________
 AI8259* NAD 83(2001)-  36 26 26.76876(N)    078 03 49.21307(W)     ADJUSTED  
 AI8259* NAVD 88     -       105.4    (meters)     346.     (feet)  VERTCON   
 AI8259  ___________________________________________________________________
 AI8259  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AI8259  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AI8259  HORZ ORDER  -  SECOND
 AI8259
 AI8259.The horizontal coordinates were established by classical geodetic methods
 AI8259.and adjusted by the National Geodetic Survey in August 2005.
 AI8259
 AI8259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AI8259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AI8259
 AI8259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8259
 AI8259.The geoid height was determined by GEOID03.
 AI8259
 AI8259;                    North         East     Units Scale Factor Converg.
 AI8259;SPC NC       -   298,906.642   693,558.021   MT  1.00008804   +0 32 25.5
 AI8259;SPC NC       -   980,662.87  2,275,448.27   sFT  1.00008804   +0 32 25.5
 AI8259;UTM  17      - 4,036,846.062   763,198.128   MT  1.00045358   +1 44 42.6
 AI8259;UTM  18      - 4,037,201.484   225,384.529   MT  1.00052925   -1 49 15.4
 AI8259
 AI8259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8259!SPC NC       -   0.99998871  x   1.00008804  =   1.00007674
 AI8259!UTM  17      -   0.99998871  x   1.00045358  =   1.00044228
 AI8259!UTM  18      -   0.99998871  x   1.00052925  =   1.00051795
 AI8259
 AI8259                          SUPERSEDED SURVEY CONTROL
 AI8259
 AI8259  NAD 83(1986)-  36 26 26.76654(N)    078 03 49.22372(W) AD(       ) 2
 AI8259  NGVD 29 (08/31/00)  105.7    (m)          347.     (f) VERT ANG    3  
 AI8259
 AI8259.Superseded values are not recommended for survey control.
 AI8259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8259.See file dsdata.txt to determine how the superseded data were derived.
 AI8259
 AI8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA6319836846(NAD 83)
 AI8259_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8259_STAMPING: CARL 1984
 AI8259_MARK LOGO: NCGS  
 AI8259_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI8259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8259+STABILITY: SURFACE MOTION
 AI8259
 AI8259  HISTORY     - Date     Condition        Report By
 AI8259  HISTORY     - 1984     MONUMENTED       NCGS
 AI8259
 AI8259                          STATION DESCRIPTION
 AI8259
 AI8259'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD)
 AI8259'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) EAST-NORTHEAST OF MACON,
 AI8259'AND ABOUT 10.6 KM (6.6 MI) WEST OF LITTLETON. ALONG US 158 FOR 2.1 KM
 AI8259'(1.30 MI) EAST FROM THE US POST OFFICE IN MACON, OR 0.4 KM (0.25 MI)
 AI8259'EAST OF SR 1335, AND AT THE TOP OF A HILL. THE STATION IS A STANDARD
 AI8259'NCGS DISK STAMPED---CARL 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 AI8259'MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW THE GROUND.  LOCATED
 AI8259'5.70 M (18.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY--AND 7.04 M
 AI8259'(23.1 FT) NORTH-NORTHEAST FROM A 6 INCH PINE, 11.13 M (36.5 FT)
 AI8259'NORTHWEST FROM A 18 INCH OAK, AND 13.90 M (45.6 FT) EAST FROM A 6 INCH
 AI8259'PINE--ALL THREE WITH REFERENCE TAGS. THE STATION IS NOT A BENCH MARK
 AI8259'AND IS LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3027 ***********************************************************************
 FB3027  DESIGNATION -  CARLAND
 FB3027  PID         -  FB3027
 FB3027  STATE/COUNTY-  NC/HENDERSON
 FB3027  USGS QUAD   -  SKYLAND (1991)
 FB3027
 FB3027                         *CURRENT SURVEY CONTROL
 FB3027  ___________________________________________________________________
 FB3027* NAD 83(2007)-  35 24 17.77699(N)    082 34 14.46966(W)     ADJUSTED  
 FB3027* NAVD 88     -       673.2    (meters)    2209.     (feet)  GPS OBS   
 FB3027  ___________________________________________________________________
 FB3027  EPOCH DATE  -        2002.00
 FB3027  X           -     673,028.676 (meters)                     COMP
 FB3027  Y           -  -5,161,357.291 (meters)                     COMP
 FB3027  Z           -   3,674,949.032 (meters)                     COMP
 FB3027  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 FB3027  ELLIP HEIGHT-         643.168 (meters)          (02/10/07) ADJUSTED
 FB3027  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 FB3027
 FB3027  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3027  Type    PID    Designation                      North   East  Ellip
 FB3027  -------------------------------------------------------------------
 FB3027  NETWORK FB3027 CARLAND                           0.29   0.25   0.61
 FB3027  -------------------------------------------------------------------
 FB3027
 FB3027.The horizontal coordinates were established by GPS observations
 FB3027.and adjusted by the National Geodetic Survey in February 2007.
 FB3027
 FB3027.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3027.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3027.The horizontal coordinates are valid at the epoch date displayed above.
 FB3027.The epoch date for horizontal control is a decimal equivalence
 FB3027.of Year/Month/Day.
 FB3027
 FB3027.The orthometric height was determined by GPS observations and a
 FB3027.high-resolution geoid model.
 FB3027
 FB3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3027
 FB3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3027
 FB3027.The ellipsoidal height was determined by GPS observations
 FB3027.and is referenced to NAD 83.
 FB3027
 FB3027.The geoid height was determined by GEOID03.
 FB3027
 FB3027;                    North         East     Units Scale Factor Converg.
 FB3027;SPC NC       -   189,414.523   285,363.900   MT  0.99987615   -2 03 39.2
 FB3027;SPC NC       -   621,437.48    936,231.40   sFT  0.99987615   -2 03 39.2
 FB3027;UTM  17      - 3,919,083.411   357,376.055   MT  0.99985068   -0 54 36.5
 FB3027
 FB3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3027!SPC NC       -   0.99989906  x   0.99987615  =   0.99977522
 FB3027!UTM  17      -   0.99989906  x   0.99985068  =   0.99974975
 FB3027
 FB3027:                Primary Azimuth Mark                     Grid Az
 FB3027:SPC NC       -  PISGAH MTN WLOS TV TOWER                 279 52 50.7
 FB3027:UTM  17      -  PISGAH MTN WLOS TV TOWER                 278 43 48.0
 FB3027
 FB3027|---------------------------------------------------------------------|
 FB3027| PID    Reference Object                     Distance      Geod. Az  |
 FB3027|                                                           dddmmss.s |
 FB3027| FB3126 PISGAH MTN WLOS TV TOWER            APPROX.17.1 KM 2774911.5 |
 FB3027|---------------------------------------------------------------------|
 FB3027
 FB3027                          SUPERSEDED SURVEY CONTROL
 FB3027
 FB3027  NAD 83(2001)-  35 24 17.77737(N)    082 34 14.46950(W) AD(       ) 1
 FB3027  ELLIP H (03/13/03)  643.184  (m)                       GP(       ) 4 2
 FB3027  NAD 83(1995)-  35 24 17.77843(N)    082 34 14.46949(W) AD(       ) 1
 FB3027  NAD 83(1986)-  35 24 17.78324(N)    082 34 14.46905(W) AD(       ) 1
 FB3027  NAD 83(1986)-  35 24 17.78324(N)    082 34 14.46905(W) AD(       ) 2
 FB3027  NAD 27      -  35 24 17.37323(N)    082 34 15.02294(W) AD(       ) 2
 FB3027  NGVD 29 (07/19/86)  673.2    (m)         2209.     (f) VERT ANG    3  
 FB3027
 FB3027.Superseded values are not recommended for survey control.
 FB3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3027.See file dsdata.txt to determine how the superseded data were derived.
 FB3027
 FB3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5737619083(NAD 83)
 FB3027_MARKER: DE = TRAVERSE STATION DISK
 FB3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3027_SP_SET: CONCRETE POST
 FB3027_STAMPING: CARLAND 1975
 FB3027_MARK LOGO: NCGS  
 FB3027_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3027+STABILITY: SURFACE MOTION
 FB3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3027+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 FB3027
 FB3027  HISTORY     - Date     Condition        Report By
 FB3027  HISTORY     - 1975     MONUMENTED       NCGS
 FB3027  HISTORY     - 1975     GOOD             NCGS
 FB3027  HISTORY     - 19900111 GOOD             NCGS
 FB3027  HISTORY     - 19910418 GOOD
 FB3027  HISTORY     - 19920130 GOOD             NCGS
 FB3027  HISTORY     - 19940822 GOOD             NCGS
 FB3027  HISTORY     - 20051230 GOOD             USPSQD
 FB3027
 FB3027                          STATION DESCRIPTION
 FB3027
 FB3027'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FB3027'THE STATION IS LOCATED APPROXIMATELY 1.1 MILES NORTH OF MILLS RIVER
 FB3027'COMMUNITY AND 8.9 MILES NORTHWEST OF HENDERSONVILLE.
 FB3027'
 FB3027'TO REACH THE STATION FROM THE JUNCTION OF NC 191 AND NC 280 IN MILLS
 FB3027'RIVER COMMUNITY, PROCEED NORTHERLY ALONG NC 191 AND NC 280 FOR 1.4
 FB3027'MILES TO ENTRANCE DRIVE TO CARLAND FARM ON THE LEFT, TURN LEFT ALONG
 FB3027'ENTRANCE DRIVE FOR 0.15 MILE TO A GATE ON THE LEFT LEADING INTO A
 FB3027'PASTURE, PROCEED THROUGH GATE AND BEAR TO SOUTH FOR 0.3 MILE TO
 FB3027'HIGHEST PART OF PASTURE AND STATION.
 FB3027'
 FB3027'STATION MARK IS A STANDARD DISK, STAMPED---CARLAND 1975---, SET IN THE
 FB3027'TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE GROUND
 FB3027'SURFACE.  MARK IS 48.0 FEET NORTH OF A  CHISELED HOLE IN SMALL ROCK
 FB3027'OUTCROP, 70.0 FEET WEST OF A CHISELED HOLE IN ROCK OUTCROP, 147.0 FEET
 FB3027'SOUTH OF A CHISELED HOLE IN ROCK OUTCROP AND 300.0 FEET (SLOPE) WEST
 FB3027'OF POWER POLE NO. 193-233 WITH REFERENCE TAG.
 FB3027
 FB3027                          STATION RECOVERY (1975)
 FB3027
 FB3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 FB3027'RECOVERED IN GOOD CONDITION.
 FB3027
 FB3027                          STATION RECOVERY (1990)
 FB3027
 FB3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990
 FB3027'RECOVERED IN GOOD CONDITION.
 FB3027
 FB3027                          STATION RECOVERY (1991)
 FB3027
 FB3027'RECOVERED 1991
 FB3027'RECOVERED IN GOOD CONDITION.
 FB3027
 FB3027                          STATION RECOVERY (1992)
 FB3027
 FB3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (PAC)
 FB3027'RECOVERED GOOD WITH ADDITIONAL REFERENCES. LOCATED 48.0 FT (14.6 M)
 FB3027'NORTH OF A CHISLED HOLE IN A SMALL ROCK OUTCROP, 70.0 FT (21.3 M) WEST
 FB3027'OF A CHISLED HOLE IN A ROCK OUTCROP, 147.0 FT (44.8 M) SOUTH OF A
 FB3027'CHISLED HOLE IN ANOTHER ROCK OUTCROP--AND 246.0 FT (75.0 M) (SLOPE)
 FB3027'SOUTHWEST OF A UTILITY POLE (193112), 270.0 FT (82.3 M) (SLOPE)
 FB3027'WEST-NORTHWEST OF A UTILITY POLE (193)--BOTH WITH REFERENCE TAGS.
 FB3027
 FB3027                          STATION RECOVERY (1994)
 FB3027
 FB3027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3027'RECOVERED AS DESCRIBED.
 FB3027
 FB3027                          STATION RECOVERY (2005)
 FB3027
 FB3027'RECOVERY NOTE BY US POWER SQUADRON 2005 (CSB)
 FB3027'TO REACD THE STATION FROM THE JUNCTION OF NC 280 AND NC 191 NORTH OF
 FB3027'MILLS RIVER, TURN LEFT ON NC 191 FOR 0.3 MILE TO HIGH PASTURE TRAIL.
 FB3027'TURN LEFT AND GO 0.1 MILE TO GATE ON LEFT.  TURN LEFT AND FOLLOW FIELD
 FB3027'ROAD 0.2 MILE TO STATION ON HIGHEST POINT IN FIELD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB6820 ***********************************************************************
 AB6820  CBN         -  This is a Cooperative Base Network Control Station.
 AB6820  DESIGNATION -  CARLOT
 AB6820  PID         -  AB6820
 AB6820  STATE/COUNTY-  NC/RANDOLPH
 AB6820  USGS QUAD   -  ASHEBORO (1994)
 AB6820
 AB6820                         *CURRENT SURVEY CONTROL
 AB6820  ___________________________________________________________________
 AB6820* NAD 83(2007)-  35 43 01.24218(N)    079 45 45.06153(W)     NO CHECK  
 AB6820* NAVD 88     -       212.100  (meters)     695.86   (feet)  ADJUSTED  
 AB6820  ___________________________________________________________________
 AB6820  EPOCH DATE  -        2002.00
 AB6820  X           -     921,440.787 (meters)                     COMP
 AB6820  Y           -  -5,101,999.455 (meters)                     COMP
 AB6820  Z           -   3,702,849.731 (meters)                     COMP
 AB6820  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AB6820  ELLIP HEIGHT-         181.817 (meters)          (02/10/07) NO CHECK
 AB6820  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 AB6820  DYNAMIC HT  -         211.918 (meters)     695.27  (feet)  COMP
 AB6820
 AB6820  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB6820  Type    PID    Designation                      North   East  Ellip
 AB6820  -------------------------------------------------------------------
 AB6820  NETWORK AB6820 CARLOT                            0.49   0.47   1.43
 AB6820  -------------------------------------------------------------------
 AB6820  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 AB6820
 AB6820  VERT ORDER  -  SECOND    CLASS II
 AB6820
 AB6820.The horizontal coordinates were established by GPS observations
 AB6820.and adjusted by the National Geodetic Survey in February 2007.
 AB6820
 AB6820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB6820.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB6820.No horizontal observational check was made to the station.
 AB6820.The horizontal coordinates are valid at the epoch date displayed above.
 AB6820.The epoch date for horizontal control is a decimal equivalence
 AB6820.of Year/Month/Day.
 AB6820
 AB6820.The orthometric height was determined by differential leveling
 AB6820.and adjusted in May 2000.
 AB6820.No vertical observational check was made to the station.
 AB6820
 AB6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6820
 AB6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6820
 AB6820.The ellipsoidal height was determined by GPS observations
 AB6820.and is referenced to NAD 83.
 AB6820
 AB6820.The geoid height was determined by GEOID03.
 AB6820
 AB6820.The dynamic height is computed by dividing the NAVD 88
 AB6820.geopotential number by the normal gravity value computed on the
 AB6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6820.degrees latitude (g = 980.6199 gals.).
 AB6820
 AB6820.The modeled gravity was interpolated from observed gravity values.
 AB6820
 AB6820;                    North         East     Units Scale Factor Converg.
 AB6820;SPC NC       -   218,468.531   540,612.282   MT  0.99990547   -0 26 24.4
 AB6820;SPC NC       -   716,758.84  1,773,658.80   sFT  0.99990547   -0 26 24.4
 AB6820;UTM  17      - 3,953,267.371   611,931.290   MT  0.99975438   +0 43 21.0
 AB6820
 AB6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6820!SPC NC       -   0.99997146  x   0.99990547  =   0.99987694
 AB6820!UTM  17      -   0.99997146  x   0.99975438  =   0.99972585
 AB6820
 AB6820                          SUPERSEDED SURVEY CONTROL
 AB6820
 AB6820  NAD 83(2001)-  35 43 01.24234(N)    079 45 45.06149(W) AD(       ) B
 AB6820  ELLIP H (01/30/03)  181.812  (m)                       GP(       ) 4 2
 AB6820  NAD 83(1986)-  35 43 01.24948(N)    079 45 45.06889(W) AD(       ) 1
 AB6820  NAD 83(1995)-  35 43 01.24272(N)    079 45 45.06119(W) AD(       ) B
 AB6820  ELLIP H (09/11/96)  181.821  (m)                       GP(       ) 4 1
 AB6820
 AB6820.Superseded values are not recommended for survey control.
 AB6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6820.See file dsdata.txt to determine how the superseded data were derived.
 AB6820
 AB6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1193153267(NAD 83)
 AB6820_MARKER: DH = HORIZONTAL CONTROL DISK
 AB6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6820_STAMPING: CARLOT 1989
 AB6820_MARK LOGO: NCGS  
 AB6820_PROJECTION: FLUSH
 AB6820_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AB6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6820+STABILITY: SURFACE MOTION
 AB6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6820+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1996
 AB6820
 AB6820  HISTORY     - Date     Condition        Report By
 AB6820  HISTORY     - UNK      MONUMENTED       NCGS
 AB6820  HISTORY     - 19890725 GOOD             NCGS
 AB6820  HISTORY     - 19950111 GOOD             NCGS
 AB6820  HISTORY     - 19961107 GOOD             NCGS
 AB6820  HISTORY     - 20010105 MARK NOT FOUND   NCGS
 AB6820
 AB6820                          STATION DESCRIPTION
 AB6820
 AB6820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989 (EWB)
 AB6820'STATION IS LOCATED ABOUT 4.77 KM (2.95 MI) EAST-NORTHEAST OF ASHEBORO.
 AB6820'ALONG US 64 FOR 3.1 KM (1.90 MI) NORTHEAST FROM NC 42 CROSSROADS, OR
 AB6820'0.32 KM (0.20 MI) SOUTHWEST OF SR 2679 (MADISON CIRCLE), ABOUT 500
 AB6820'FEET (152.4 M) NORTHEAST OF A DODGE DEALERSHIP, AND ON PROLONGATION OF
 AB6820'THE CENTERLINE OF THE OLD US 64 ROAD BED. MARK IS FLUSH WITH THE
 AB6820'GROUND AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 15.85 M (52.00 FT)
 AB6820'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES, 13.40 M (43.96
 AB6820'FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT, 27.93 M (91.63 FT)
 AB6820'WEST-SOUTHWEST OF THE NORTH END OF A GUARD RAIL BARRICADE, AND 32.43 M
 AB6820'(106.40 FT) WEST OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH
 AB6820'REFERENCE TAG.
 AB6820
 AB6820                          STATION RECOVERY (1995)
 AB6820
 AB6820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 AB6820'STATION IS LOCATED ABOUT 4.77 KM (2.95 MI) EAST-NORTHEAST OF ASHEBORO.
 AB6820'ALONG US 64 FOR 3.1 KM (1.90 MI) NORTHEAST FROM NC 42 CROSSROADS, OR
 AB6820'0.32 KM (0.20 MI) SOUTHWEST OF SR 2679 (MADISON CIRCLE), ABOUT 500 FT
 AB6820'(152.4 M) NORTHEAST OF A DODGE DEALERSHIP, AND ON PROLONGATION OF THE
 AB6820'CENTERLINE OF THE OLD US 64 ROAD BED. MARK IS FLUSH WITH THE GROUND
 AB6820'AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 15.85 M (52.00 FT) SOUTHEAST
 AB6820'OF THE CENTERLINE OF THE EAST BOUND LANES, 13.40 M (43.96 FT) EAST OF
 AB6820'THE EAST END OF A DRIVEWAY CULVERT, 27.9 M (91.5 FT) WEST-SOUTHWEST OF
 AB6820'THE NORTH END OF A GUARD RAIL BARRICADE, AND 32.43 M (106.40 FT) WEST
 AB6820'OF A TELEPHONE PEDESTAL BESIDE A POWER POLE WITH REFERENCE TAG.
 AB6820
 AB6820                          STATION RECOVERY (1996)
 AB6820
 AB6820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AB6820'RECOVERED AS DESCRIBED.
 AB6820
 AB6820                          STATION RECOVERY (2001)
 AB6820
 AB6820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2001 (WLL)
 AB6820'NOTE--STATION WAS DESTROYED BY ROAD CONSTRUCTION, DISK RETRIEVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4793 ***********************************************************************
 FA4793  DESIGNATION -  CARLSON
 FA4793  PID         -  FA4793
 FA4793  STATE/COUNTY-  NC/GASTON
 FA4793  USGS QUAD   -  LOWESVILLE (1970)
 FA4793
 FA4793                         *CURRENT SURVEY CONTROL
 FA4793  ___________________________________________________________________
 FA4793* NAD 83(2007)-  35 24 05.07180(N)    081 00 38.93861(W)     ADJUSTED  
 FA4793* NAVD 88     -       250.7    (meters)     823.     (feet)  VERTCON   
 FA4793  ___________________________________________________________________
 FA4793  EPOCH DATE  -        2002.00
 FA4793  X           -     813,260.648 (meters)                     COMP
 FA4793  Y           -  -5,141,006.781 (meters)                     COMP
 FA4793  Z           -   3,674,384.424 (meters)                     COMP
 FA4793  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 FA4793  ELLIP HEIGHT-         219.526 (meters)          (02/10/07) ADJUSTED
 FA4793  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA4793
 FA4793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA4793  Type    PID    Designation                      North   East  Ellip
 FA4793  -------------------------------------------------------------------
 FA4793  NETWORK FA4793 CARLSON                           0.47   0.45   0.90
 FA4793  -------------------------------------------------------------------
 FA4793
 FA4793.The horizontal coordinates were established by GPS observations
 FA4793.and adjusted by the National Geodetic Survey in February 2007.
 FA4793
 FA4793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA4793.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA4793.The horizontal coordinates are valid at the epoch date displayed above.
 FA4793.The epoch date for horizontal control is a decimal equivalence
 FA4793.of Year/Month/Day.
 FA4793
 FA4793.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4793
 FA4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA4793
 FA4793.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4793
 FA4793.The ellipsoidal height was determined by GPS observations
 FA4793.and is referenced to NAD 83.
 FA4793
 FA4793.The geoid height was determined by GEOID03.
 FA4793
 FA4793;                    North         East     Units Scale Factor Converg.
 FA4793;SPC NC       -   185,040.791   426,973.565   MT  0.99987599   -1 09 38.1
 FA4793;SPC NC       -   607,088.00  1,400,829.10   sFT  0.99987599   -1 09 38.1
 FA4793;UTM  17      - 3,917,559.309   499,017.841   MT  0.99960001   -0 00 22.6
 FA4793
 FA4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4793!SPC NC       -   0.99996554  x   0.99987599  =   0.99984154
 FA4793!UTM  17      -   0.99996554  x   0.99960001  =   0.99956557
 FA4793
 FA4793                          SUPERSEDED SURVEY CONTROL
 FA4793
 FA4793  NAD 83(2001)-  35 24 05.07285(N)    081 00 38.93923(W) AD(       ) 1
 FA4793  ELLIP H (03/13/03)  219.537  (m)                       GP(       ) 4 2
 FA4793  NAD 83(1986)-  35 24 05.08639(N)    081 00 38.94569(W) AD(       ) 1
 FA4793  NGVD 29 (08/31/92)  250.9    (m)          823.     (f) GPS OBS     3  
 FA4793
 FA4793.Superseded values are not recommended for survey control.
 FA4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4793.See file dsdata.txt to determine how the superseded data were derived.
 FA4793
 FA4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9901817559(NAD 83)
 FA4793_MARKER: DH = HORIZONTAL CONTROL DISK
 FA4793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4793_SP_SET: CONCRETE POST
 FA4793_STAMPING: CARLSON 1989
 FA4793_MARK LOGO: NCGS  
 FA4793_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4793+STABILITY: SURFACE MOTION
 FA4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA4793+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1999
 FA4793
 FA4793  HISTORY     - Date     Condition        Report By
 FA4793  HISTORY     - 1989     MONUMENTED       NCGS
 FA4793  HISTORY     - 19921202 GOOD             NCGS
 FA4793  HISTORY     - 19990326 GOOD             NCGS
 FA4793  HISTORY     - 20000209 GOOD             USPSQD
 FA4793  HISTORY     - 20060422 GOOD             USPSQD
 FA4793
 FA4793                          STATION DESCRIPTION
 FA4793
 FA4793'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4793'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) EAST-NORTHEAST OF STANLEY,
 FA4793'11.5 KM (7.1 MI) NORTH OF MOUNT HOLLY, IN THE LUCIA COMMUNITY.
 FA4793'ALONG NC 16 FOR 0.28 KM (0.17 MI) SOUTH FROM THE LINCOLN-GASTON COUNTY
 FA4793'LINE, IN THE SOUTHWEST CORNER OF YARD BELONGING TO MR. DON CARLSON
 FA4793'(704-827-9373), AND ACROSS HIGHWAY FROM SR 1980.
 FA4793'MARK IS LEVEL WITH HIGHWAY AND FLUSH WITH GROUND.  LOCATED 9.91 M
 FA4793'(32.51 FT) EAST OF THE CENTERLINE OF NC 16, 5.05 M (16.57 FT) SOUTH
 FA4793'OF CENTERLINE OF DRIVEWAY, 52.9 M (173.6 FT) SOUTH-SOUTHEAST OF
 FA4793'CENTERLINE INTERSECTION OF SR 1980 WITH CENTERLINE OF NC 16, 76.1 M
 FA4793'(249.7 FT) WEST OF SOUTHWEST CORNER OF BRICK HOUSE, AND 57.7 M
 FA4793'(189.3 FT) NORTH OF POWER POLE WITH A REFERENCE TAG.
 FA4793
 FA4793                          STATION RECOVERY (1992)
 FA4793
 FA4793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA4793'RECOVERED AS DESCRIBED.  LOCATED 72.7 FT (22.2 M) NORTH OF THE NORTH
 FA4793'END OF A CULVERT AT NORTH DRIVE TO CHURCH.
 FA4793
 FA4793                          STATION RECOVERY (1999)
 FA4793
 FA4793'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FA4793'RECOVERED AS DESCRIBED.
 FA4793
 FA4793                          STATION RECOVERY (2000)
 FA4793
 FA4793'RECOVERY NOTE BY US POWER SQUADRON 2000
 FA4793'RECOVERED IN GOOD CONDITION.
 FA4793
 FA4793                          STATION RECOVERY (2006)
 FA4793
 FA4793'RECOVERY NOTE BY US POWER SQUADRON 2006 (DWM)
 FA4793'HARD TO READ. BURIED 6 TO 8 INCHES BELOW GROUND ON HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4794 ***********************************************************************
 FA4794  DESIGNATION -  CARLSON AZ MK
 FA4794  PID         -  FA4794
 FA4794  STATE/COUNTY-  NC/LINCOLN
 FA4794  USGS QUAD   -  LOWESVILLE (1970)
 FA4794
 FA4794                         *CURRENT SURVEY CONTROL
 FA4794  ___________________________________________________________________
 FA4794* NAD 83(2001)-  35 24 13.85148(N)    081 00 41.31297(W)     NO CHECK  
 FA4794* NAVD 88     -       251.     (meters)     823.     (feet)  VERTCON   
 FA4794  ___________________________________________________________________
 FA4794  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 FA4794  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 FA4794  HORZ ORDER  -  SECOND
 FA4794
 FA4794.The horizontal coordinates were established by classical geodetic methods
 FA4794.and adjusted by the National Geodetic Survey in August 2005.
 FA4794.No horizontal observational check was made to the station.
 FA4794
 FA4794.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4794
 FA4794.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4794
 FA4794.The geoid height was determined by GEOID03.
 FA4794
 FA4794;                    North         East     Units Scale Factor Converg.
 FA4794;SPC NC       -   185,312.496   426,919.153   MT  0.99987610   -1 09 39.5
 FA4794;SPC NC       -   607,979.41  1,400,650.59   sFT  0.99987610   -1 09 39.5
 FA4794;UTM  17      - 3,917,829.787   498,957.983   MT  0.99960001   -0 00 23.9
 FA4794
 FA4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4794!SPC NC       -   0.99996551  x   0.99987610  =   0.99984161
 FA4794!UTM  17      -   0.99996551  x   0.99960001  =   0.99956553
 FA4794
 FA4794                          SUPERSEDED SURVEY CONTROL
 FA4794
 FA4794  NAD 83(1986)-  35 24 13.86502(N)    081 00 41.31943(W) AD(       ) 2
 FA4794  NGVD 29 (08/31/92)  251.     (m)          823.     (f) VERT ANG    3  
 FA4794
 FA4794.Superseded values are not recommended for survey control.
 FA4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4794.See file dsdata.txt to determine how the superseded data were derived.
 FA4794
 FA4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV9895817830(NAD 83)
 FA4794_MARKER: DZ = AZIMUTH MARK DISK
 FA4794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4794_SP_SET: CONCRETE POST
 FA4794_STAMPING: CARLSON 1989
 FA4794_MARK LOGO: NCGS  
 FA4794_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FA4794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4794+STABILITY: SURFACE MOTION
 FA4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA4794+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 FA4794
 FA4794  HISTORY     - Date     Condition        Report By
 FA4794  HISTORY     - 1989     MONUMENTED       NCGS
 FA4794  HISTORY     - 19920212 GOOD             NCGS
 FA4794  HISTORY     - 20010620 GOOD             USPSQD
 FA4794  HISTORY     - 20060422 POOR             USPSQD
 FA4794
 FA4794                          STATION DESCRIPTION
 FA4794
 FA4794'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 FA4794'STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) EAST-NORTHEAST OF STANLEY,
 FA4794'11.5 KM (7.1 MI) NORTH OF MOUNT HOLLY, IN THE LUCIA COMMUNITY.
 FA4794'ALONG NC 16 AT THE LINCOLN-GASTON COUNTY LINE.
 FA4794'MARK IS 4 FEET HIGHER THAN HIGHWAY AND FLUSH WITH GROUND.  LOCATED
 FA4794'9.45 M (31.00 FT) WEST OF THE CENTERLINE OF NC 16, 59.4 M (194.9 FT)
 FA4794'NORTH OF CENTERLINE OF ENTRANCE ROAD TO CARMEL WOODS, 2.95 M
 FA4794'(9.68 FT) NORTHWEST OF METAL LEG OF COUNTY LINE SIGN--AND 39.15 M
 FA4794'(128.44 FT) SOUTH OF POWER POLE, 3.1 M (10.2 FT) SOUTHEAST OF 6-INCH
 FA4794'PINE, 17.4 M (57.1 FT) NORTH-NORTHEAST OF A 12-INCH HICKORY--ALL
 FA4794'THREE WITH REFERENCE TAGS.
 FA4794
 FA4794                          STATION RECOVERY (1992)
 FA4794
 FA4794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 FA4794'RECOVERED AS DESCRIBED.  LOCATED 36.5 FT (11.1 M) NORTH-NORTHEAST OF A
 FA4794'POWER POLE.
 FA4794
 FA4794                          STATION RECOVERY (2001)
 FA4794
 FA4794'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 FA4794'RECOVERED IN GOOD CONDITION.
 FA4794
 FA4794                          STATION RECOVERY (2006)
 FA4794
 FA4794'RECOVERY NOTE BY US POWER SQUADRON 2006 (DWM)
 FA4794'HARD TO READ. BURIED 6 TO 8 INCHES BELOW GROUND ON HILL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7364 ***********************************************************************
 AE7364  DESIGNATION -  CARLSWOOD
 AE7364  PID         -  AE7364
 AE7364  STATE/COUNTY-  NC/WAKE
 AE7364  USGS QUAD   -  BAYLEAF (1987)
 AE7364
 AE7364                         *CURRENT SURVEY CONTROL
 AE7364  ___________________________________________________________________
 AE7364* NAD 83(2001)-  35 54 27.33527(N)    078 42 44.08001(W)     ADJUSTED  
 AE7364* NAVD 88     -       141.032  (meters)     462.70   (feet)  ADJUSTED  
 AE7364  ___________________________________________________________________
 AE7364  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 AE7364  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AE7364  DYNAMIC HT  -         140.913 (meters)     462.31  (feet)  COMP
 AE7364  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 AE7364
 AE7364  HORZ ORDER  -  SECOND
 AE7364  VERT ORDER  -  SECOND    CLASS II
 AE7364
 AE7364.The horizontal coordinates were established by classical geodetic methods
 AE7364.and adjusted by the National Geodetic Survey in August 2005.
 AE7364
 AE7364.The orthometric height was determined by differential leveling
 AE7364.and adjusted in September 1998.
 AE7364
 AE7364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7364
 AE7364.The geoid height was determined by GEOID03.
 AE7364
 AE7364.The dynamic height is computed by dividing the NAVD 88
 AE7364.geopotential number by the normal gravity value computed on the
 AE7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7364.degrees latitude (g = 980.6199 gals.).
 AE7364
 AE7364.The modeled gravity was interpolated from observed gravity values.
 AE7364
 AE7364;                    North         East     Units Scale Factor Converg.
 AE7364;SPC NC       -   239,385.601   635,574.909   MT  0.99993798   +0 09 57.9
 AE7364;SPC NC       -   785,384.26  2,085,215.35   sFT  0.99993798   +0 09 57.9
 AE7364;UTM  17      - 3,976,117.248   706,447.516   MT  1.00012520   +1 20 31.9
 AE7364
 AE7364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7364!SPC NC       -   0.99998293  x   0.99993798  =   0.99992091
 AE7364!UTM  17      -   0.99998293  x   1.00012520  =   1.00010813
 AE7364
 AE7364                          SUPERSEDED SURVEY CONTROL
 AE7364
 AE7364  NAD 83(1986)-  35 54 27.34023(N)    078 42 44.08930(W) AD(       ) 2
 AE7364  NGVD 29 (03/10/98)  141.30   (m)          463.6    (f) LEVELING    3  
 AE7364
 AE7364.Superseded values are not recommended for survey control.
 AE7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7364.See file dsdata.txt to determine how the superseded data were derived.
 AE7364
 AE7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0644876117(NAD 83)
 AE7364_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7364_STAMPING: CARLSWOOD 1986
 AE7364_MARK LOGO: NCGS  
 AE7364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7364+STABILITY: SURFACE MOTION
 AE7364
 AE7364  HISTORY     - Date     Condition        Report By
 AE7364  HISTORY     - 1986     MONUMENTED       NCGS
 AE7364  HISTORY     - 19870101 GOOD             NCGS
 AE7364  HISTORY     - 20050810 MARK NOT FOUND   USPSQD
 AE7364
 AE7364                          STATION DESCRIPTION
 AE7364
 AE7364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7364'STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) NORTH-NORTHWEST OF CAPITOL
 AE7364'SQUARE (IN RALEIGH), AND 1.3 KM (0.80 MI) EAST OF LEESVILLE COMMUNITY.
 AE7364'ALONG SR 1829 (STRICKLAND ROAD) FOR 3.0 KM (1.85 MI) WEST FROM THE NC
 AE7364'50 CROSSROADS, OR 97.7 M (320.5 FT) EAST OF SR 3270 (CARLSWOOD COURT)
 AE7364', AT THE NORTHEAST CORNER OF A SMALL STAND OF PINES. MARK IS RECESSED
 AE7364'3 INCHES BELOW GROUND AND IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD.
 AE7364'LOCATED 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 45.2 M
 AE7364'(148.3 FT) WEST OF THE CENTERLINE OF A DIRT DRIVE, 20.3 M (66.6 FT)
 AE7364'SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 AE7364'CHAINLINK FENCE, 63.2 M (207.3 FT) EAST OF A TELEPHONE PEDESTAL
 AE7364'(P26W)--AND 24.1 M (79.1 FT) NORTHWEST OF A POWER POLE WITH A
 AE7364'TRANSFORMER, 2.9 M (9.5 FT) NORTH OF AN 8-INCH PINE--BOTH WITH
 AE7364'REFERENCE TAGS.
 AE7364
 AE7364                          STATION RECOVERY (1987)
 AE7364
 AE7364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7364'RECOVERED AS DESCRIBED.
 AE7364
 AE7364                          STATION RECOVERY (2005)
 AE7364
 AE7364'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AE7364'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB3808 ***********************************************************************
 EB3808  DESIGNATION -  CARLTON
 EB3808  PID         -  EB3808
 EB3808  STATE/COUNTY-  NC/ROBESON
 EB3808  USGS QUAD   -  FAIRMONT (1962)
 EB3808
 EB3808                         *CURRENT SURVEY CONTROL
 EB3808  ___________________________________________________________________
 EB3808* NAD 83(2001)-  34 23 20.07846(N)    079 07 12.70012(W)     ADJUSTED  
 EB3808* NAVD 88     -        28.5    (meters)      94.     (feet)  VERTCON   
 EB3808  ___________________________________________________________________
 EB3808  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 EB3808  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 EB3808  HORZ ORDER  -  SECOND
 EB3808
 EB3808.The horizontal coordinates were established by classical geodetic methods
 EB3808.and adjusted by the National Geodetic Survey in August 2005.
 EB3808
 EB3808.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB3808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB3808
 EB3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB3808
 EB3808.The geoid height was determined by GEOID03.
 EB3808
 EB3808;                    North         East     Units Scale Factor Converg.
 EB3808;SPC NC       -    70,883.273   598,548.107   MT  0.99998507   -0 04 09.7
 EB3808;SPC NC       -   232,556.20  1,963,736.58   sFT  0.99998507   -0 04 09.7
 EB3808;UTM  17      - 3,806,880.494   672,812.152   MT  0.99996812   +1 03 43.2
 EB3808
 EB3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB3808!SPC NC       -   1.00000080  x   0.99998507  =   0.99998587
 EB3808!UTM  17      -   1.00000080  x   0.99996812  =   0.99996892
 EB3808
 EB3808                          SUPERSEDED SURVEY CONTROL
 EB3808
 EB3808  NAD 83(1986)-  34 23 20.12178(N)    079 07 12.72324(W) AD(       ) 2
 EB3808  NGVD 29 (04/22/91)   28.8    (m)           94.     (f) VERT ANG    3  
 EB3808
 EB3808.Superseded values are not recommended for survey control.
 EB3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB3808.See file dsdata.txt to determine how the superseded data were derived.
 EB3808
 EB3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7281206880(NAD 83)
 EB3808_MARKER: DE = TRAVERSE STATION DISK
 EB3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB3808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB3808_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EB3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB3808+STABILITY: SURFACE MOTION
 EB3808
 EB3808  HISTORY     - Date     Condition        Report By
 EB3808  HISTORY     - 1977     MONUMENTED       NCGS
 EB3808
 EB3808                          STATION DESCRIPTION
 EB3808
 EB3808'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (LFS)
 EB3808'THE STATION IS LOCATED APPROXIMATELY 7.3 MILES SOUTH OF FAIRMONT AND
 EB3808'1.4 MILES NORTH OF MARIETTA.
 EB3808'
 EB3808'TO REACH STATION FROM SOUTH JUNCTION OF NC 41 WITH NC 904 WEST OF
 EB3808'FAIRMONT, PROCEED SOUTHEAST ALONG NC 904 FOR 0.75 MILE TO STATION IN
 EB3808'RIGHT SHOULDER OPPOSITE TWO PINES AT THE SOUTHWEST CORNER OF A YARD,
 EB3808'OF CARLTON HERRING GROCERY AND 0.8 MILE NORTHWEST OF SR 2258
 EB3808'CROSSROAD.
 EB3808'
 EB3808'STATION MARK IS A STANDARD DISK STAMPED---CARLTON 1977---SET IN THE
 EB3808'TOP OF A CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW THE GROUND
 EB3808'SURFACE. THE MARK IS 18.4 FEET SOUTHWEST OF CENTERLINE OF NC 904, 78.6
 EB3808'FEET SOUTH OF CENTERLINE OF DIRT DRIVE LEADING TO RESIDENCE, 68.3 FEET
 EB3808'SOUTH-SOUTHEAST OF SOUTH END OF A CULVERT UNDER DRIVE, 13.6 FEET
 EB3808'NORTHEAST OF A 20 INCH PINE WITH REFERENCE TAG, 92.7 FEET SOUTHEAST
 EB3808'OF POWER POLE 3083 WITH TRANSFORMER AND REFERENCE TAG, 101.5 FEET
 EB3808'EAST-SOUTHEAST OF EAST CORNER OF FRAME RESIDENCE AND 126.5 FEET
 EB3808'SOUTHWEST OF WEST CORNER OF A BLOCK STORE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1214 ***********************************************************************
 EA1214  DESIGNATION -  CARLYLE
 EA1214  PID         -  EA1214
 EA1214  STATE/COUNTY-  NC/ONSLOW
 EA1214  USGS QUAD   -  FOLKSTONE (1981)
 EA1214
 EA1214                         *CURRENT SURVEY CONTROL
 EA1214  ___________________________________________________________________
 EA1214* NAD 83(2007)-  34 32 13.75166(N)    077 30 16.74251(W)     ADJUSTED  
 EA1214* NAVD 88     -        20.990  (meters)      68.86   (feet)  ADJUSTED  
 EA1214  ___________________________________________________________________
 EA1214  EPOCH DATE  -        2002.00
 EA1214  X           -   1,137,989.406 (meters)                     COMP
 EA1214  Y           -  -5,135,111.001 (meters)                     COMP
 EA1214  Z           -   3,595,678.561 (meters)                     COMP
 EA1214  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 EA1214  ELLIP HEIGHT-         -16.295 (meters)          (02/10/07) ADJUSTED
 EA1214  GEOID HEIGHT-         -37.31  (meters)                     GEOID03
 EA1214  DYNAMIC HT  -          20.969 (meters)      68.80  (feet)  COMP
 EA1214
 EA1214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EA1214  Type    PID    Designation                      North   East  Ellip
 EA1214  -------------------------------------------------------------------
 EA1214  NETWORK EA1214 CARLYLE                           1.29   1.12   2.10
 EA1214  -------------------------------------------------------------------
 EA1214  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 EA1214
 EA1214  VERT ORDER  -  FIRST     CLASS II
 EA1214
 EA1214.The horizontal coordinates were established by GPS observations
 EA1214.and adjusted by the National Geodetic Survey in February 2007.
 EA1214
 EA1214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EA1214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EA1214.The horizontal coordinates are valid at the epoch date displayed above.
 EA1214.The epoch date for horizontal control is a decimal equivalence
 EA1214.of Year/Month/Day.
 EA1214
 EA1214.The orthometric height was determined by differential leveling
 EA1214.and adjusted in June 1991.
 EA1214
 EA1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EA1214
 EA1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1214
 EA1214.The ellipsoidal height was determined by GPS observations
 EA1214.and is referenced to NAD 83.
 EA1214
 EA1214.The geoid height was determined by GEOID03.
 EA1214
 EA1214.The dynamic height is computed by dividing the NAVD 88
 EA1214.geopotential number by the normal gravity value computed on the
 EA1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA1214.degrees latitude (g = 980.6199 gals.).
 EA1214
 EA1214.The modeled gravity was interpolated from observed gravity values.
 EA1214
 EA1214;                    North         East     Units Scale Factor Converg.
 EA1214;SPC NC       -    88,354.520   746,861.034   MT  0.99994979   +0 51 47.1
 EA1214;SPC NC       -   289,876.45  2,450,326.58   sFT  0.99994979   +0 51 47.1
 EA1214;UTM  18      - 3,824,566.510   270,140.633   MT  1.00025129   -1 25 14.2
 EA1214
 EA1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1214!SPC NC       -   1.00000256  x   0.99994979  =   0.99995235
 EA1214!UTM  18      -   1.00000256  x   1.00025129  =   1.00025385
 EA1214
 EA1214:                Primary Azimuth Mark                     Grid Az
 EA1214:SPC NC       -  BOB                                      020 05 51.1
 EA1214:UTM  18      -  BOB                                      022 22 52.4
 EA1214
 EA1214|---------------------------------------------------------------------|
 EA1214| PID    Reference Object                     Distance      Geod. Az  |
 EA1214|                                                           dddmmss.s |
 EA1214| EA1212 BOB                                 APPROX. 2.3 KM 0205738.2 |
 EA1214|---------------------------------------------------------------------|
 EA1214
 EA1214                          SUPERSEDED SURVEY CONTROL
 EA1214
 EA1214  NAD 83(1986)-  34 32 13.76321(N)    077 30 16.75348(W) AD(       ) 1
 EA1214  NAD 83(2001)-  34 32 13.75238(N)    077 30 16.74154(W) AD(       ) 1
 EA1214  ELLIP H (11/24/04)  -16.287  (m)                       GP(       ) 4 2
 EA1214  NAD 83(1986)-  34 32 13.76754(N)    077 30 16.75499(W) AD(       ) 2
 EA1214  NAD 27      -  34 32 13.16817(N)    077 30 17.87303(W) AD(       ) 2
 EA1214  NAVD 88 (11/24/04)   20.99   (m)           68.9    (f) LEVELING    3  
 EA1214  NGVD 29 (07/19/86)   21.4    (m)           70.     (f) VERT ANG    3  
 EA1214
 EA1214.Superseded values are not recommended for survey control.
 EA1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1214.See file dsdata.txt to determine how the superseded data were derived.
 EA1214
 EA1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD7014124567(NAD 83)
 EA1214_MARKER: DE = TRAVERSE STATION DISK
 EA1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1214_SP_SET: CONCRETE POST
 EA1214_STAMPING: CARLYLE 1974
 EA1214_MARK LOGO: NCGS  
 EA1214_PROJECTION: FLUSH
 EA1214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EA1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1214+STABILITY: SURFACE MOTION
 EA1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA1214+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1999
 EA1214
 EA1214  HISTORY     - Date     Condition        Report By
 EA1214  HISTORY     - 1974     MONUMENTED       NCGS
 EA1214  HISTORY     - 1979     GOOD             NCGS
 EA1214  HISTORY     - 1979     GOOD             NCGS
 EA1214  HISTORY     - 19910605 GOOD             USPSQD
 EA1214  HISTORY     - 19990804 GOOD             NCGS
 EA1214  HISTORY     - 20040822 GOOD             GEOCAC
 EA1214
 EA1214                          STATION DESCRIPTION
 EA1214
 EA1214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA1214'CARLYLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA1214'THE VICINITY OF FOLKSTONE COMMUNITY, NORTH CAROLINA.
 EA1214'
 EA1214'CARLYLE IS LOCATED APPROXIMATELY 4.0 MILES NE OF HOLLY RIDGE, AND
 EA1214'3.9 MILES SOUTH OF DIXON.  TO REACH STATION FROM INTERSECTION OF
 EA1214'U.S. 17 WITH NC 50 AT HOLLY RIDGE, PROCEED NORTHERLY ALONG U.S. 17
 EA1214'FOR 4.35 MILES TO FOLKSTONE AND STATION ON LEFT, NEAR A PHONE
 EA1214'BOOTH AT A EXXON SERVICE STATION.  0.1 MILE SOUTH OF INTERSECTION
 EA1214'WITH NC 172 AND APPROXIMATELY 250 FEET NORTH OF SR 1518.
 EA1214'
 EA1214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA1214'CARLYLE 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA1214'WHICH IS FLUSH WITH THE GROUND.
 EA1214'
 EA1214'MARK IS 25.6 FT NW OF C/L U.S. 17
 EA1214'
 EA1214'35.5 FT E OF NE CORNER OF PHONE BOOTH
 EA1214'
 EA1214'2.5 FT NW OF CURB AT NORTH ENTRANCE TO SERVICE STATION
 EA1214'
 EA1214'22.7 FT NE OF MAILBOX POST WITH ALUMINUM REF. TAG
 EA1214'
 EA1214'36.8 FT E OF PP NEAR PHONE BOOTH WITH ALUMINUM REF. TAG
 EA1214'
 EA1214'37.3 FT S OF A WOODEN POST WITH ALUMINUM REF. TAG
 EA1214
 EA1214                          STATION RECOVERY (1979)
 EA1214
 EA1214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA1214'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EA1214
 EA1214                          STATION RECOVERY (1979)
 EA1214
 EA1214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979
 EA1214'4.1 MI NE FROM HOLLY RIDGE.
 EA1214'4.25 MILES NORTHEAST ALONG U.S. 17 FROM INTERSECTION WITH N.C. 50
 EA1214'IN HOLLY RIDGE, ON WEST SIDE OF HIGHWAY, AT EXXON STATION AT
 EA1214'FOLKSTONE, APPROXIMATELY 250 FEET NORTH OF PROLONGATION OF
 EA1214'CENTERLINE OF SR 1518, 25.6 FEET NORTHWEST OF CENTERLINE OF U.S. 17,
 EA1214'35.5 FEET EAST OF NORTHEAST CORNER OF TELEPHONE BOOTH, 39.0 FEET
 EA1214'EAST OF SOUTH CORNER OF EXXON SIGN BASE, 2.5 FEET NORTHWEST OF
 EA1214'CURB AT NORTH DRIVEWAY ENTRANCE, 22.7 FEET NORTHEAST OF MAILBOX
 EA1214'POST WITH REFERENCE TAG AND 36.8 FEET EAST OF POWER POLE AT
 EA1214'TELEPHONE BOOTH WITH REFERENCE TAG.
 EA1214'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EA1214
 EA1214                          STATION RECOVERY (1991)
 EA1214
 EA1214'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA1214'RECOVERED IN GOOD CONDITION.
 EA1214
 EA1214                          STATION RECOVERY (1999)
 EA1214
 EA1214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EJH)
 EA1214'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS AND
 EA1214'ADDITIONS. MARK IS ABOUT 0.5-FT BELOW CENTERLINE OF THE US 17
 EA1214'SOUTHBOUND LANES, AND IS RECESSED 4 INCHES. LOCATED 28.3 FT (8.6 M)
 EA1214'NORTHWEST OF THE CENTERLINE OF THE US 17 SOUTHBOUND LANES, 33.7 FT
 EA1214'(10.3 M) EAST-SOUTHEAST OF A WOODEN FIBER OPTIC WARNING POST (1647
 EA1214'1/2), 31.0 FT (9.4 M) EAST-NORTHEAST OF A WATER METER, AND 5.8 FT (1.8
 EA1214'M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 EA1214
 EA1214                          STATION RECOVERY (2004)
 EA1214
 EA1214'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 EA1214'GPS COORDINATES 34 32 13.9(N) 77 30 16.7(W) (NAD 83)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3356 ***********************************************************************
 EZ3356  DESIGNATION -  CARLYLE
 EZ3356  PID         -  EZ3356
 EZ3356  STATE/COUNTY-  NC/LEE
 EZ3356  USGS QUAD   -  SANFORD (1981)
 EZ3356
 EZ3356                         *CURRENT SURVEY CONTROL
 EZ3356  ___________________________________________________________________
 EZ3356* NAD 83(2001)-  35 23 37.99070(N)    079 14 39.68907(W)     ADJUSTED  
 EZ3356* NAVD 88     -       130.5    (meters)     428.     (feet)  VERTCON   
 EZ3356  ___________________________________________________________________
 EZ3356  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 EZ3356  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 EZ3356  HORZ ORDER  -  SECOND
 EZ3356
 EZ3356.The horizontal coordinates were established by classical geodetic methods
 EZ3356.and adjusted by the National Geodetic Survey in August 2005.
 EZ3356
 EZ3356.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ3356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ3356
 EZ3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3356
 EZ3356.The geoid height was determined by GEOID03.
 EZ3356
 EZ3356;                    North         East     Units Scale Factor Converg.
 EZ3356;SPC NC       -   182,383.890   587,404.424   MT  0.99987566   -0 08 27.7
 EZ3356;SPC NC       -   598,371.15  1,927,176.01   sFT  0.99987566   -0 08 27.7
 EZ3356;UTM  17      - 3,918,140.090   659,442.024   MT  0.99991329   +1 01 01.5
 EZ3356
 EZ3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3356!SPC NC       -   0.99998448  x   0.99987566  =   0.99986014
 EZ3356!UTM  17      -   0.99998448  x   0.99991329  =   0.99989777
 EZ3356
 EZ3356:                Primary Azimuth Mark                     Grid Az
 EZ3356:SPC NC       -  GREEN                                    043 21 10.9
 EZ3356:UTM  17      -  GREEN                                    042 11 41.7
 EZ3356
 EZ3356|---------------------------------------------------------------------|
 EZ3356| PID    Reference Object                     Distance      Geod. Az  |
 EZ3356|                                                           dddmmss.s |
 EZ3356| EZ3357 GREEN                               APPROX. 1.4 KM 0431243.2 |
 EZ3356|---------------------------------------------------------------------|
 EZ3356
 EZ3356                          SUPERSEDED SURVEY CONTROL
 EZ3356
 EZ3356  NAD 83(1986)-  35 23 37.99144(N)    079 14 39.69224(W) AD(       ) 2
 EZ3356  NAD 27      -  35 23 37.42830(N)    079 14 40.60343(W) AD(       ) 2
 EZ3356  NGVD 29 (07/19/86)  130.7    (m)          429.     (f) VERT ANG    3  
 EZ3356
 EZ3356.Superseded values are not recommended for survey control.
 EZ3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3356.See file dsdata.txt to determine how the superseded data were derived.
 EZ3356
 EZ3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5944218140(NAD 83)
 EZ3356_MARKER: DE = TRAVERSE STATION DISK
 EZ3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ3356_STAMPING: CARLYLE 1972
 EZ3356_MARK LOGO: NCGS  
 EZ3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3356+STABILITY: SURFACE MOTION
 EZ3356
 EZ3356  HISTORY     - Date     Condition        Report By
 EZ3356  HISTORY     - 1972     MONUMENTED       NCGS
 EZ3356
 EZ3356                          STATION DESCRIPTION
 EZ3356
 EZ3356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ3356'CARLYLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ3356'THE VICINITY OF SANFORD, NORTH CAROLINA.
 EZ3356'
 EZ3356'CARLYLE IS LOCATED APPROXIMATELY 6.9 MILES WSW OF SANFORD AND 10.4
 EZ3356'MILES ENE OF CARTHAGE.  TO REACH STATION FROM THE INTERSECTION OF US
 EZ3356'15-501 AND US 1 SOUTHWEST OF SANFORD, PROCEED SOUTHWEST ALONG US
 EZ3356'15-501 FOR 1.0 MILE TO STATION ON LEFT ON A 10 FOOT BANK, 0.45
 EZ3356'MILE ENE OF INTERSECTION OF SR 1182, APPROXIMATELY 125 FEET WEST
 EZ3356'OF A ONE STORY FRAME DWELLING AND IN SOUTHWEST EDGE OF YARD.
 EZ3356'
 EZ3356'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ3356'CARLYLE 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ3356'WHICH IS FLUSH WITH THE GROUND.
 EZ3356'
 EZ3356'MARK IS
 EZ3356'65.7 FEET SE OF C/L OF US 15-501.
 EZ3356'161.9 FEET SSW OF CENTER OF S END OF CONCRETE CULVERT UNDER DRIVE
 EZ3356'TO ONE STORY FRAME DWELLING.
 EZ3356'24.3 FEET NE OF 4 INCH GUM WITH ALUMINUM REF. TAG.
 EZ3356'7.9 FEET N OF 3 INCH PINE WITH ALUMINUM REF. TAG.
 EZ3356'39.1 FEET W OF PP NO. 9351 WITH ALUMINUM REF. TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4101 ***********************************************************************
 EZ4101  DESIGNATION -  CARLYLE
 EZ4101  PID         -  EZ4101
 EZ4101  STATE/COUNTY-  NC/FRANKLIN
 EZ4101  USGS QUAD   -  MIDDLESEX (1978)
 EZ4101
 EZ4101                         *CURRENT SURVEY CONTROL
 EZ4101  ___________________________________________________________________
 EZ4101* NAD 83(2001)-  35 52 22.12983(N)    078 13 54.59095(W)     ADJUSTED  
 EZ4101* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 EZ4101  ___________________________________________________________________
 EZ4101  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EZ4101  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 EZ4101  HORZ ORDER  -  SECOND
 EZ4101
 EZ4101.The horizontal coordinates were established by classical geodetic methods
 EZ4101.and adjusted by the National Geodetic Survey in August 2005.
 EZ4101
 EZ4101.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4101
 EZ4101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4101
 EZ4101.The geoid height was determined by GEOID03.
 EZ4101
 EZ4101;                    North         East     Units Scale Factor Converg.
 EZ4101;SPC NC       -   235,757.590   678,967.765   MT  0.99993122   +0 26 36.1
 EZ4101;SPC NC       -   773,481.36  2,227,580.08   sFT  0.99993122   +0 26 36.1
 EZ4101;UTM  17      - 3,973,381.165   749,919.209   MT  1.00036971   +1 37 22.6
 EZ4101
 EZ4101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4101!SPC NC       -   0.99999035  x   0.99993122  =   0.99992157
 EZ4101!UTM  17      -   0.99999035  x   1.00036971  =   1.00036005
 EZ4101
 EZ4101:                Primary Azimuth Mark                     Grid Az
 EZ4101:SPC NC       -  TANT                                     246 55 35.0
 EZ4101:UTM  17      -  TANT                                     245 44 48.5
 EZ4101
 EZ4101|---------------------------------------------------------------------|
 EZ4101| PID    Reference Object                     Distance      Geod. Az  |
 EZ4101|                                                           dddmmss.s |
 EZ4101| EZ4427 TANT                                APPROX. 2.5 KM 2472211.1 |
 EZ4101|---------------------------------------------------------------------|
 EZ4101
 EZ4101                          SUPERSEDED SURVEY CONTROL
 EZ4101
 EZ4101  NAD 83(1986)-  35 52 22.13554(N)    078 13 54.60259(W) AD(       ) 2
 EZ4101  NAD 83(1986)-  35 52 22.13933(N)    078 13 54.60208(W) AD(       ) 2
 EZ4101  NAD 27      -  35 52 21.58547(N)    078 13 55.62227(W) AD(       ) 2
 EZ4101  NGVD 29 (06/05/98)   95.9    (m)          315.     (f) VERT ANG    3  
 EZ4101
 EZ4101.Superseded values are not recommended for survey control.
 EZ4101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4101.See file dsdata.txt to determine how the superseded data were derived.
 EZ4101
 EZ4101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4991973381(NAD 83)
 EZ4101_MARKER: DE = TRAVERSE STATION DISK
 EZ4101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4101_STAMPING: CARLYLE 1976
 EZ4101_MARK LOGO: NCGS  
 EZ4101_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EZ4101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4101+STABILITY: SURFACE MOTION
 EZ4101
 EZ4101  HISTORY     - Date     Condition        Report By
 EZ4101  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4101  HISTORY     - 19830101 GOOD             NCGS
 EZ4101  HISTORY     - 20051219 GOOD             USPSQD
 EZ4101
 EZ4101                          STATION DESCRIPTION
 EZ4101
 EZ4101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD)
 EZ4101'CARLYLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED
 EZ4101'APPROXIMATELY 5.7 MILES NORTHEAST OF ZEBULON (WAKE CO.) AND 8.5 MILES
 EZ4101'SOUTHWEST OF SPRING HOPE (NASH CO.), NORTH CAROLINA.
 EZ4101'
 EZ4101'TO REACH STATION FROM THE US 64 UNDERPASS OF NC 39 NORTHEAST OF
 EZ4101'ZEBULON, PROCEED EASTERLY ALONG US 64 FOR 2.2 MILES TO THE SR 1747
 EZ4101'OVERPASS AND STATION ON RIGHT NEAR SOUTHERNMOST CORNER OF BRIDGE.
 EZ4101'
 EZ4101'STATION MARK IS A STANDARD BRASS DISK, STAMPED---CARLYLE 1976---, SET
 EZ4101'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE
 EZ4101'SURFACE OF THE GROUND.  THE MARK IS 20.2 FEET SOUTH-SOUTHWEST OF THE
 EZ4101'CENTERLINE OF SR 1747, 21.6 FEET SOUTH-SOUTHEAST OF CENTER OF
 EZ4101'SOUTHWEST END OF CONCRETE BRIDGE RAIL, 39.1 FEET EAST-NORTHEAST OF
 EZ4101'RIGHT-OF-WAY FENCE POST WITH ALUMINUM TAG, 82.2 FEET NORTHEAST OF
 EZ4101'CORNER RIGHT-OF-WAY FENCE POST WITH ALUMINUM TAG, AND 85.3 FEET NORTH
 EZ4101'OF CORNER RIGHT-OF-WAY FENCE POST WITH ALUMINUM TAG.
 EZ4101
 EZ4101                          STATION RECOVERY (1983)
 EZ4101
 EZ4101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 EZ4101'RECOVERED AS DESCRIBED.
 EZ4101
 EZ4101                          STATION RECOVERY (2005)
 EZ4101
 EZ4101'RECOVERY NOTE BY US POWER SQUADRON 2005 (PAB)
 EZ4101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FX2682 ***********************************************************************
 FX2682  DESIGNATION -  CARMEL
 FX2682  PID         -  FX2682
 FX2682  STATE/COUNTY-  NC/PASQUOTANK
 FX2682  USGS QUAD   -  LYNCHS CORNER (1982)
 FX2682
 FX2682                         *CURRENT SURVEY CONTROL
 FX2682  ___________________________________________________________________
 FX2682* NAD 83(2001)-  36 25 10.52809(N)    076 22 45.83643(W)     ADJUSTED  
 FX2682* NAVD 88     -         2.636  (meters)       8.65   (feet)  ADJUSTED  
 FX2682  ___________________________________________________________________
 FX2682  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 FX2682  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 FX2682  DYNAMIC HT  -           2.634 (meters)       8.64  (feet)  COMP
 FX2682  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 FX2682
 FX2682  HORZ ORDER  -  SECOND
 FX2682  VERT ORDER  -  SECOND    CLASS II
 FX2682
 FX2682.The horizontal coordinates were established by classical geodetic methods
 FX2682.and adjusted by the National Geodetic Survey in August 2005.
 FX2682
 FX2682.The orthometric height was determined by differential leveling
 FX2682.and adjusted in June 1991.
 FX2682
 FX2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FX2682
 FX2682.The geoid height was determined by GEOID03.
 FX2682
 FX2682.The dynamic height is computed by dividing the NAVD 88
 FX2682.geopotential number by the normal gravity value computed on the
 FX2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FX2682.degrees latitude (g = 980.6199 gals.).
 FX2682
 FX2682.The modeled gravity was interpolated from observed gravity values.
 FX2682
 FX2682;                    North         East     Units Scale Factor Converg.
 FX2682;SPC NC       -   299,262.685   844,617.871   MT  1.00008042   +1 30 45.1
 FX2682;SPC NC       -   981,830.99  2,771,050.47   sFT  1.00008042   +1 30 45.1
 FX2682;UTM  18      - 4,031,372.751   376,336.394   MT  0.99978842   -0 49 08.6
 FX2682
 FX2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FX2682!SPC NC       -   1.00000537  x   1.00008042  =   1.00008579
 FX2682!UTM  18      -   1.00000537  x   0.99978842  =   0.99979378
 FX2682
 FX2682                          SUPERSEDED SURVEY CONTROL
 FX2682
 FX2682  NAD 83(1993)-  36 25 10.53922(N)    076 22 45.83913(W) AD(       ) 2
 FX2682  NAD 83(1986)-  36 25 10.54157(N)    076 22 45.86132(W) AD(       ) 2
 FX2682  NGVD 29 (01/18/91)    2.93   (m)            9.6    (f) LEVELING    3  
 FX2682
 FX2682.Superseded values are not recommended for survey control.
 FX2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FX2682.See file dsdata.txt to determine how the superseded data were derived.
 FX2682
 FX2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF7633631373(NAD 83)
 FX2682_MARKER: DE = TRAVERSE STATION DISK
 FX2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FX2682_SP_SET: CONCRETE POST
 FX2682_STAMPING: CARMEL 1980
 FX2682_MARK LOGO: NCGS  
 FX2682_PROJECTION: RECESSED 13 CENTIMETERS
 FX2682_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FX2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FX2682+STABILITY: SURFACE MOTION
 FX2682
 FX2682  HISTORY     - Date     Condition        Report By
 FX2682  HISTORY     - 1980     MONUMENTED       NCGS
 FX2682  HISTORY     - 1980     GOOD             NCGS
 FX2682  HISTORY     - 20060916 GOOD             USPSQD
 FX2682
 FX2682                          STATION DESCRIPTION
 FX2682
 FX2682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (LFS)
 FX2682'STATION IS LOCATED APPROXIMATELY 1.7 MILES WEST OF MORGANS CORNER AND
 FX2682'12.0 MILES NORTHWEST OF ELIZABETH CITY.
 FX2682'
 FX2682'TO REACH STATION FROM THE INTERSECTION OF US 17 WITH US 158 AT MORGANS
 FX2682'CORNER, PROCEED WEST ALONG US 158 FOR 1.75 MILES TO STATION ON RIGHT
 FX2682'IN SHOULDER AT FRAME HOUSE OF EASON FAMILY, ON PROLONGATION OF EAST
 FX2682'EDGE OF A FARM ROAD ACROSS HIGHWAY AND 0.1 MILE WEST OF MT. CARMEL
 FX2682'BAPTIST CHURCH.
 FX2682'
 FX2682'STATION MARK IS A STANDARD DISK STAMPED---CARMEL 1980---SET IN TOP OF
 FX2682'A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE.  MARK IS
 FX2682'168.8 FEET NORTH OF CENTERLINE OF HIGHWAY, 108.3 FEET EAST OF
 FX2682'CENTERLINE OF DRIVE, 46.1 FEET SOUTHEAST OF POWER POLE WITH
 FX2682'TRANSFORMER AND REFERENCE TAG, 110.3 FEET SOUTHEAST OF SOUTHEAST
 FX2682'CORNER OF HOUSE AND 52.6 FEET EAST OF MAILBOX POST.
 FX2682
 FX2682                          STATION RECOVERY (1980)
 FX2682
 FX2682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 FX2682'1.7 MI WEST FROM MORGANS CORNER.
 FX2682'1.75 MILES WEST ALONG U.S. 158 FROM THE INTERSECTION WITH U.S. 17
 FX2682'AT MORGANS CORNER, AT A FRAME HOUSE IN SHOULDER OF HIGHWAY ON
 FX2682'PROLONGATION OF EAST SIDE OF FARM ROAD ACROSS HIGHWAY AND 0.1 MILE
 FX2682'WEST OF MOUNT CARMEL BAPTIST CHURCH. 16.8 FEET NORTH OF CENTERLINE
 FX2682'OF HIGHWAY, 108.3 FEET EAST OF CENTERLINE OF DRIVE, 110.3 FEET
 FX2682'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 46.1 FEET SOUTHEAST OF
 FX2682'POWER POLE WITH TRANSFORMER AND REFERENCE TAG AND 52.6 FEET EAST OF
 FX2682'MAILBOX POST.
 FX2682'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FX2682
 FX2682                          STATION RECOVERY (2006)
 FX2682
 FX2682'RECOVERY NOTE BY US POWER SQUADRON 2006
 FX2682'MARK LOCATED AT LAT N 36 DEGREES 25.179 MINUTES AND LON W 76 DEGREES
 FX2682'22.763 MINUTES.  1.75 MILES FROM US 17 IS NOT CORRECT, 2.35 MILES IS A
 FX2682'BETTER ESTIMATE.  ORIGINAL ESTIMATE MAY BE FOR OLD US 17.  MARKER IS
 FX2682'IN SE CORNER OF PROPERTY HOUSE NUMBER 822.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2439 ***********************************************************************
 FA2439  DESIGNATION -  CARMEL
 FA2439  PID         -  FA2439
 FA2439  STATE/COUNTY-  NC/MECKLENBURG
 FA2439  USGS QUAD   -  WEDDINGTON (1988)
 FA2439
 FA2439                         *CURRENT SURVEY CONTROL
 FA2439  ___________________________________________________________________
 FA2439* NAD 83(2001)-  35 05 45.24813(N)    080 48 35.41876(W)     ADJUSTED  
 FA2439* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 FA2439  ___________________________________________________________________
 FA2439  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FA2439  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 FA2439  HORZ ORDER  -  SECOND
 FA2439
 FA2439.The horizontal coordinates were established by classical geodetic methods
 FA2439.and adjusted by the National Geodetic Survey in August 2005.
 FA2439
 FA2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2439
 FA2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2439
 FA2439.The geoid height was determined by GEOID03.
 FA2439
 FA2439;                    North         East     Units Scale Factor Converg.
 FA2439;SPC NC       -   150,804.969   444,606.927   MT  0.99987627   -1 02 40.5
 FA2439;SPC NC       -   494,765.97  1,458,681.23   sFT  0.99987627   -1 02 40.5
 FA2439;UTM  17      - 3,883,694.881   517,332.288   MT  0.99960370   +0 06 33.6
 FA2439
 FA2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2439!SPC NC       -   0.99997470  x   0.99987627  =   0.99985097
 FA2439!UTM  17      -   0.99997470  x   0.99960370  =   0.99957841
 FA2439
 FA2439:                Primary Azimuth Mark                     Grid Az
 FA2439:SPC NC       -  KEN                                      192 02 39.8
 FA2439:UTM  17      -  KEN                                      190 53 25.7
 FA2439
 FA2439|---------------------------------------------------------------------|
 FA2439| PID    Reference Object                     Distance      Geod. Az  |
 FA2439|                                                           dddmmss.s |
 FA2439| FA2449 KEN                                 APPROX. 0.5 KM 1905959.3 |
 FA2439|---------------------------------------------------------------------|
 FA2439
 FA2439                          SUPERSEDED SURVEY CONTROL
 FA2439
 FA2439  NAD 83(1986)-  35 05 45.26555(N)    080 48 35.42797(W) AD(       ) 2
 FA2439  NAD 27      -  35 05 44.73907(N)    080 48 36.16168(W) AD(       ) 2
 FA2439  NGVD 29 (07/19/86)  191.7    (m)          629.     (f) VERT ANG    3  
 FA2439
 FA2439.Superseded values are not recommended for survey control.
 FA2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2439.See file dsdata.txt to determine how the superseded data were derived.
 FA2439
 FA2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU1733283695(NAD 83)
 FA2439_MARKER: DE = TRAVERSE STATION DISK
 FA2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2439_STAMPING: CARMEL 1968
 FA2439_MARK LOGO: NCGS  
 FA2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2439+STABILITY: SURFACE MOTION
 FA2439
 FA2439  HISTORY     - Date     Condition        Report By
 FA2439  HISTORY     - 1968     MONUMENTED       NCGS
 FA2439  HISTORY     - 1971     MARK NOT FOUND   NCGS
 FA2439  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA2439  HISTORY     - 19960319 MARK NOT FOUND   USPSQD
 FA2439
 FA2439                          STATION DESCRIPTION
 FA2439
 FA2439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA2439'CARMEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA2439'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2439'
 FA2439'CARMEL IS LOCATED APPROXIMATELY 9.2 MILES SOUTHEAST OF
 FA2439'CHARLOTTE.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FA2439'SR 3624 (REA RD.) WITH NC 51, GO NORTHEAST ON REA RD. FOR 0.6
 FA2439'MILE TO STATION, WHICH IS ON THE SOUTHWEST SIDE OF SR 3624
 FA2439'BETWEEN POWER POLE AND ROAD, ABOUT 250 FEET SOUTHWEST OF
 FA2439'ENTRANCE TO CARMEL ESTATES, AND 1.4 MILES SOUTHWEST ALONG
 FA2439'SR 3624 FROM OLDE PROVIDENCE ELEMENTARY SCHOOL.
 FA2439'
 FA2439'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2439'CARMEL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2439'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FA2439'
 FA2439'MARK IS
 FA2439'
 FA2439'22.2 FT ESE OF C/L OF SR 3624 (REA RD.)
 FA2439'
 FA2439'9.1 FT W OF PP ON SE SIDE OF SR 3624, AND WITH ALUMINUM REF. TAG
 FA2439'
 FA2439'47.2 FT SE OF 5 INCH CEDAR TREE ON NW SIDE OF SR 3624, AND
 FA2439'WITH ALUMINUM REF. TAG
 FA2439'
 FA2439'52.8 FT E OF 5 INCH CEDAR TREE ON NW SIDE OF SR 3624, AND
 FA2439'WITH ALUMINUM REF. TAG
 FA2439
 FA2439                          STATION RECOVERY (1971)
 FA2439
 FA2439'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (JWC)
 FA2439'CARMEL 1968 NOT FOUND.
 FA2439
 FA2439                          STATION RECOVERY (1988)
 FA2439
 FA2439'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA2439'MARK NOT FOUND.
 FA2439
 FA2439                          STATION RECOVERY (1996)
 FA2439
 FA2439'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA2439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3260 ***********************************************************************
 FB3260  DESIGNATION -  CARMEL
 FB3260  PID         -  FB3260
 FB3260  STATE/COUNTY-  NC/BUNCOMBE
 FB3260  USGS QUAD   -  LEICESTER (1990)
 FB3260
 FB3260                         *CURRENT SURVEY CONTROL
 FB3260  ___________________________________________________________________
 FB3260* NAD 83(2001)-  35 37 40.19257(N)    082 38 02.30352(W)     ADJUSTED  
 FB3260* NAVD 88     -       675.9    (meters)    2218.     (feet)  VERTCON   
 FB3260  ___________________________________________________________________
 FB3260  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 FB3260  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 FB3260  HORZ ORDER  -  SECOND
 FB3260
 FB3260.The horizontal coordinates were established by classical geodetic methods
 FB3260.and adjusted by the National Geodetic Survey in August 2005.
 FB3260
 FB3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3260
 FB3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3260
 FB3260.The geoid height was determined by GEOID03.
 FB3260
 FB3260;                    North         East     Units Scale Factor Converg.
 FB3260;SPC NC       -   214,333.641   280,524.613   MT  0.99989407   -2 05 50.7
 FB3260;SPC NC       -   703,192.95    920,354.50   sFT  0.99989407   -2 05 50.7
 FB3260;UTM  17      - 3,943,899.973   352,038.556   MT  0.99986978   -0 57 07.2
 FB3260
 FB3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3260!SPC NC       -   0.99989859  x   0.99989407  =   0.99979267
 FB3260!UTM  17      -   0.99989859  x   0.99986978  =   0.99976838
 FB3260
 FB3260                          SUPERSEDED SURVEY CONTROL
 FB3260
 FB3260  NAD 83(1995)-  35 37 40.19357(N)    082 38 02.30301(W) AD(       ) 2
 FB3260  NAD 83(1986)-  35 37 40.20046(N)    082 38 02.30103(W) AD(       ) 2
 FB3260  NAD 27      -  35 37 39.81026(N)    082 38 02.82814(W) AD(       ) 2
 FB3260  NGVD 29 (07/19/86)  676.0    (m)         2218.     (f) VERT ANG    3  
 FB3260
 FB3260.Superseded values are not recommended for survey control.
 FB3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3260.See file dsdata.txt to determine how the superseded data were derived.
 FB3260
 FB3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV5203943900(NAD 83)
 FB3260_MARKER: DE = TRAVERSE STATION DISK
 FB3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3260_STAMPING: CARMEL 1967
 FB3260_MARK LOGO: NCGS  
 FB3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3260+STABILITY: SURFACE MOTION
 FB3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3260+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 FB3260
 FB3260  HISTORY     - Date     Condition        Report By
 FB3260  HISTORY     - 1967     MONUMENTED       NCGS
 FB3260  HISTORY     - 19970614 GOOD             USPSQD
 FB3260  HISTORY     - 20080229 GOOD             EDHOLM
 FB3260
 FB3260                          STATION DESCRIPTION
 FB3260
 FB3260'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FB3260'CARMEL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FB3260'VICINITY OF ASHEVILLE, NORTH CAROLINA.
 FB3260'
 FB3260'CARMEL IS LOCATED APPROXIMATELY 5.0 MILES NORTHWEST OF THE CENTER OF
 FB3260'ASHEVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF
 FB3260'NC 63 WITH US 19 AND 23, GO NORTHWESTERLY ON NC 63 FOR 2.8 MILES TO
 FB3260'IRWIN SCHOOL RD., TURN RIGHT (EAST) ON IRWIN SCHOOL RD. FOR 0.3 MILE
 FB3260'TO INTERSECTION WITH SR 1369, TURN LEFT (NORTH) ON SR 1369 FOR 0.9
 FB3260'MILE TO MOUNT CARMEL BAPTIST CHURCH, AND STATION, WHICH IS
 FB3260'LOCATED ON A GRASSY AREA BETWEEN THE NORTH SIDE OF DRIVEWAY TO CHURCH
 FB3260'AND A RED FRAME HOUSE.
 FB3260'
 FB3260'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CARMEL
 FB3260'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FB3260'FLUSH WITH THE SURFACE OF THE GROUND.
 FB3260'
 FB3260'MARK IS
 FB3260'40.5 FEET W OF C/L
 FB3260'OF SR 1369,
 FB3260'40.7 FEET SE OF 8 INCH PEAR TREE,
 FB3260'WITH ALUMINUM REF. TAG,
 FB3260'88.8 FEET E OF 20 INCH POPLAR TREE, WITH ALUMINUM
 FB3260'REF. TAG,
 FB3260'114.5 FEET NE OF 30 INCH OAK TREE, WITH ALUMINUM REF. TAG,
 FB3260'128.6 FEET SW OF
 FB3260'TP ON E SIDE OF SR 1369, WITH ALUMINUM REF. TAG.
 FB3260
 FB3260                          STATION RECOVERY (1997)
 FB3260
 FB3260'RECOVERY NOTE BY US POWER SQUADRON 1997
 FB3260'RECOVERED IN GOOD CONDITION.
 FB3260
 FB3260                          STATION RECOVERY (2008)
 FB3260
 FB3260'RECOVERY NOTE BY ED HOLMES SURVEYING 2008 (JAN)
 FB3260'LOCATED 12.0' NW OF EDGE OF PAVEMENT OF CHURCH PARKING LOT.  STEEL
 FB3260'SPIKE ADJACENT TO MONUMENT.
 FB3260' 
 FB3260'8 INCH PEAR TREE IS GONE.  20 INCH POPLAR TREE IS GONE.  30 INCH OAK
 FB3260'TREE IS GONE.  TP ON E SIDE OF SR 1369 IS GONE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AB2032 ***********************************************************************
 AB2032  DESIGNATION -  CARMEL
 AB2032  PID         -  AB2032
 AB2032  STATE/COUNTY-  NC/ORANGE
 AB2032  USGS QUAD   -  FARRINGTON (1993)
 AB2032
 AB2032                         *CURRENT SURVEY CONTROL
 AB2032  ___________________________________________________________________
 AB2032* NAD 83(2007)-  35 51 47.83490(N)    079 01 35.74223(W)     ADJUSTED  
 AB2032* NAVD 88     -        90.31   (meters)     296.3    (feet)  LEVELING  
 AB2032  ___________________________________________________________________
 AB2032  EPOCH DATE  -        2002.00
 AB2032  X           -     985,068.641 (meters)                     COMP
 AB2032  Y           -  -5,080,327.668 (meters)                     COMP
 AB2032  Z           -   3,715,943.394 (meters)                     COMP
 AB2032  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 AB2032  ELLIP HEIGHT-          59.018 (meters)          (02/10/07) ADJUSTED
 AB2032  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 AB2032
 AB2032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB2032  Type    PID    Designation                      North   East  Ellip
 AB2032  -------------------------------------------------------------------
 AB2032  NETWORK AB2032 CARMEL                            0.73   0.55   1.25
 AB2032  -------------------------------------------------------------------
 AB2032  VERT ORDER  -  THIRD
 AB2032
 AB2032.The horizontal coordinates were established by GPS observations
 AB2032.and adjusted by the National Geodetic Survey in February 2007.
 AB2032
 AB2032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2032.The horizontal coordinates are valid at the epoch date displayed above.
 AB2032.The epoch date for horizontal control is a decimal equivalence
 AB2032.of Year/Month/Day.
 AB2032
 AB2032.The orthometric height was determined by differential leveling.
 AB2032.The vertical network tie was performed by a horz. field party for horz.
 AB2032.obs reductions. Reset procedures were used to establish the elevation.
 AB2032
 AB2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2032
 AB2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2032
 AB2032.The ellipsoidal height was determined by GPS observations
 AB2032.and is referenced to NAD 83.
 AB2032
 AB2032.The geoid height was determined by GEOID03.
 AB2032
 AB2032;                    North         East     Units Scale Factor Converg.
 AB2032;SPC NC       -   234,432.586   607,199.349   MT  0.99992944   -0 00 55.3
 AB2032;SPC NC       -   769,134.24  1,992,119.86   sFT  0.99992944   -0 00 55.3
 AB2032;UTM  17      - 3,970,583.258   678,175.910   MT  0.99999120   +1 09 23.1
 AB2032
 AB2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2032!SPC NC       -   0.99999074  x   0.99992944  =   0.99992018
 AB2032!UTM  17      -   0.99999074  x   0.99999120  =   0.99998194
 AB2032
 AB2032                          SUPERSEDED SURVEY CONTROL
 AB2032
 AB2032  NAD 83(2001)-  35 51 47.83502(N)    079 01 35.74171(W) AD(       ) 1
 AB2032  ELLIP H (03/13/03)   59.008  (m)                       GP(       ) 4 2
 AB2032  NAD 83(1986)-  35 51 47.83953(N)    079 01 35.75129(W) AD(       ) 1
 AB2032  NGVD 29 (03/25/96)   90.5    (m)          297.     (f) GPS OBS     3  
 AB2032
 AB2032.Superseded values are not recommended for survey control.
 AB2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2032.See file dsdata.txt to determine how the superseded data were derived.
 AB2032
 AB2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7817670583(NAD 83)
 AB2032_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2032_STAMPING: CARMEL 1992
 AB2032_MARK LOGO: NCGS  
 AB2032_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2032+STABILITY: SURFACE MOTION
 AB2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2032+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 AB2032
 AB2032  HISTORY     - Date     Condition        Report By
 AB2032  HISTORY     - 1992     MONUMENTED       NCGS
 AB2032  HISTORY     - 20000504 GOOD             NCGS
 AB2032  HISTORY     - 20051001 GOOD             GEOCAC
 AB2032
 AB2032                          STATION DESCRIPTION
 AB2032
 AB2032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AB2032'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF CHAPEL
 AB2032'HILL AND 13.0 MI (20.9 KM) NORTHEAST OF PITTSBORO.
 AB2032' 
 AB2032'ALONG SR 1008 (MOUNT CARMEL CHURCH ROAD) FOR 2.7 MI (4.3 KM) SOUTHEAST
 AB2032'FROM US 15 AND 501, AT MOUNT CARMEL CHURCH, IN THE EAST SHOULDER IN
 AB2032'FRONT OF CHURCH.
 AB2032' 
 AB2032'MARK IS LEVEL WITH ROAD AND RECESSED 2 INCHES BELOW GROUND. LOCATED
 AB2032'21.5 FT (6.6 M) EAST OF THE CENTERLINE OF THE ROAD, 25.5 FT (7.8 M)
 AB2032'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK CHURCH SIGN, 119.3
 AB2032'FT (36.4 M) WEST OF THE SOUTHWEST CORNER OF THE BRICK SANCTUARY
 AB2032'BUILDING, 8.7 FT (2.7 M) WEST OF A STONE WALL, 88.0 FT (26.8 M) NORTH
 AB2032'OF A CONCRETE MARKER, AND 63.5 FT (19.4 M) SOUTH OF A 20-INCH OAK WITH
 AB2032'A REFERENCE TAG.
 AB2032
 AB2032                          STATION RECOVERY (2000)
 AB2032
 AB2032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL)
 AB2032'RECOVERED AS DESCRIBED.
 AB2032
 AB2032                          STATION RECOVERY (2005)
 AB2032
 AB2032'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AB2032'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8599 ***********************************************************************
 AE8599  DESIGNATION -  CARMEL
 AE8599  PID         -  AE8599
 AE8599  STATE/COUNTY-  NC/RUTHERFORD
 AE8599  USGS QUAD   -  GLENWOOD (1993)
 AE8599
 AE8599                         *CURRENT SURVEY CONTROL
 AE8599  ___________________________________________________________________
 AE8599* NAD 83(2001)-  35 30 53.42765(N)    081 58 22.33922(W)     ADJUSTED  
 AE8599* NAVD 88     -       306.414  (meters)    1005.29   (feet)  ADJUSTED  
 AE8599  ___________________________________________________________________
 AE8599  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AE8599  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AE8599  DYNAMIC HT  -         306.110 (meters)    1004.30  (feet)  COMP
 AE8599  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 AE8599
 AE8599  HORZ ORDER  -  SECOND
 AE8599  VERT ORDER  -  SECOND    CLASS II
 AE8599
 AE8599.The horizontal coordinates were established by classical geodetic methods
 AE8599.and adjusted by the National Geodetic Survey in August 2005.
 AE8599
 AE8599.The orthometric height was determined by differential leveling
 AE8599.and adjusted in May 1998.
 AE8599
 AE8599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8599
 AE8599.The geoid height was determined by GEOID03.
 AE8599
 AE8599.The dynamic height is computed by dividing the NAVD 88
 AE8599.geopotential number by the normal gravity value computed on the
 AE8599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8599.degrees latitude (g = 980.6199 gals.).
 AE8599
 AE8599.The modeled gravity was interpolated from observed gravity values.
 AE8599
 AE8599;                    North         East     Units Scale Factor Converg.
 AE8599;SPC NC       -   199,812.018   339,995.804   MT  0.99988310   -1 42 57.1
 AE8599;SPC NC       -   655,549.93  1,115,469.57   sFT  0.99988310   -1 42 57.1
 AE8599;UTM  17      - 3,930,574.514   411,782.064   MT  0.99969590   -0 33 54.7
 AE8599
 AE8599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8599!SPC NC       -   0.99995690  x   0.99988310  =   0.99984000
 AE8599!UTM  17      -   0.99995690  x   0.99969590  =   0.99965281
 AE8599
 AE8599                          SUPERSEDED SURVEY CONTROL
 AE8599
 AE8599  NAD 83(1986)-  35 30 53.43803(N)    081 58 22.33873(W) AD(       ) 2
 AE8599  NAVD 88 (06/09/98)  306.41   (m)         1005.3    (f) LEVELING    3  
 AE8599
 AE8599.Superseded values are not recommended for survey control.
 AE8599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8599.See file dsdata.txt to determine how the superseded data were derived.
 AE8599
 AE8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV1178230575(NAD 83)
 AE8599_MARKER: DE = TRAVERSE STATION DISK
 AE8599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8599_STAMPING: CARMEL 1983
 AE8599_MARK LOGO: NCGS  
 AE8599_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8599+STABILITY: SURFACE MOTION
 AE8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8599+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AE8599
 AE8599  HISTORY     - Date     Condition        Report By
 AE8599  HISTORY     - 1983     MONUMENTED       NCGS
 AE8599  HISTORY     - 19890215 GOOD             NCGS
 AE8599  HISTORY     - 19900304 GOOD             NCGS
 AE8599  HISTORY     - 20060928 GOOD             USPSQD
 AE8599
 AE8599                          STATION DESCRIPTION
 AE8599
 AE8599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1989
 AE8599'STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF THERMAL CITY, 10.2
 AE8599'MI (16.4 KM) NORTH OF RUTHERFORDTON. ALONG US 221 FOR 9.65 MI (15.53
 AE8599'KM) NORTH OF THE US 64-US 74 OVERPASS IN NORTH RUTHERFORDTON, IN THE
 AE8599'EAST SHOULDER, OR 0.3 MI (0.5 KM) SOUTH OF SR 1321 (AT THERMAL CITY).
 AE8599'MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 19.0 FT (5.8 M) EAST
 AE8599'OF THE CENTERLINE OF US 221, 2.0 FT (0.6 M) WEST OF THE GUARD RAIL,
 AE8599'8.3 FT (2.5 M) NORTH-NORTHWEST OF A PAINTED GUARD RAIL POST, AND 5.0
 AE8599'FT (1.5 M) SOUTH-SOUTHWEST OF A PAINTED GUARD RAIL POST.
 AE8599
 AE8599                          STATION RECOVERY (1990)
 AE8599
 AE8599'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE8599'RECOVERED AS DESCRIBED.
 AE8599
 AE8599                          STATION RECOVERY (2006)
 AE8599
 AE8599'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE8599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3192 ***********************************************************************
 EZ3192  DESIGNATION -  CARNEL
 EZ3192  PID         -  EZ3192
 EZ3192  STATE/COUNTY-  NC/MONTGOMERY
 EZ3192  USGS QUAD   -  STAR (1994)
 EZ3192
 EZ3192                         *CURRENT SURVEY CONTROL
 EZ3192  ___________________________________________________________________
 EZ3192* NAD 83(2001)-  35 27 40.71252(N)    079 52 06.82763(W)     ADJUSTED  
 EZ3192* NAVD 88     -       193.507  (meters)     634.86   (feet)  ADJUSTED  
 EZ3192  ___________________________________________________________________
 EZ3192  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 EZ3192  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ3192  DYNAMIC HT  -         193.335 (meters)     634.30  (feet)  COMP
 EZ3192  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 EZ3192
 EZ3192  HORZ ORDER  -  SECOND
 EZ3192  VERT ORDER  -  SECOND    CLASS II
 EZ3192
 EZ3192.The horizontal coordinates were established by classical geodetic methods
 EZ3192.and adjusted by the National Geodetic Survey in August 2005.
 EZ3192
 EZ3192.The orthometric height was determined by differential leveling
 EZ3192.and adjusted in June 1991.
 EZ3192
 EZ3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3192
 EZ3192.The geoid height was determined by GEOID03.
 EZ3192
 EZ3192.The dynamic height is computed by dividing the NAVD 88
 EZ3192.geopotential number by the normal gravity value computed on the
 EZ3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ3192.degrees latitude (g = 980.6199 gals.).
 EZ3192
 EZ3192.The modeled gravity was interpolated from observed gravity values.
 EZ3192
 EZ3192;                    North         East     Units Scale Factor Converg.
 EZ3192;SPC NC       -   190,180.968   530,769.761   MT  0.99987926   -0 30 04.7
 EZ3192;SPC NC       -   623,952.06  1,741,367.12   sFT  0.99987926   -0 30 04.7
 EZ3192;UTM  17      - 3,924,790.567   602,664.891   MT  0.99972989   +0 39 23.3
 EZ3192
 EZ3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3192!SPC NC       -   0.99997440  x   0.99987926  =   0.99985367
 EZ3192!UTM  17      -   0.99997440  x   0.99972989  =   0.99970430
 EZ3192
 EZ3192                          SUPERSEDED SURVEY CONTROL
 EZ3192
 EZ3192  NAD 83(1986)-  35 27 40.72148(N)    079 52 06.84074(W) AD(       ) 2
 EZ3192  NGVD 29 (02/14/91)  193.75   (m)          635.7    (f) LEVELING    3  
 EZ3192
 EZ3192.Superseded values are not recommended for survey control.
 EZ3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3192.See file dsdata.txt to determine how the superseded data were derived.
 EZ3192
 EZ3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0266524791(NAD 83)
 EZ3192_MARKER: DE = TRAVERSE STATION DISK
 EZ3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ3192_SP_SET: CONCRETE POST
 EZ3192_STAMPING: CARNEL 1981
 EZ3192_MARK LOGO: NCGS  
 EZ3192_PROJECTION: FLUSH
 EZ3192_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ3192+STABILITY: SURFACE MOTION
 EZ3192
 EZ3192  HISTORY     - Date     Condition        Report By
 EZ3192  HISTORY     - 1981     MONUMENTED       NCGS
 EZ3192  HISTORY     - 1981     GOOD             NCGS
 EZ3192
 EZ3192                          STATION DESCRIPTION
 EZ3192
 EZ3192'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 EZ3192'THE STATION IS LOCATED APPROXIMATELY 7.2 MILES NORTH OF TROY AND
 EZ3192'APPROXIMATELY 6.3 MILES NORTHWEST OF STAR.
 EZ3192'
 EZ3192'TO REACH THE STATION FROM THE MONTGOMERY-RANDOLPH COUNTY LINE, PROCEED
 EZ3192'SOUTH ALONG NC 134 FOR 3.6 MILES OR 0.9 MILE SOUTH OF THE INTERSECTION
 EZ3192'WITH SR 1313 TO THE STATION ON THE EAST SIDE OF HIGHWAY.
 EZ3192'
 EZ3192'STATION MARK IS STANDARD DISK STAMPED---CARNEL 1981---SET IN THE TOP
 EZ3192'OF A CONCRETE CYLINDER FLUSH WITH THE GROUND SURFACE AND ABOUT 7
 EZ3192'FEET ABOVE THE HIGHWAY. MARK IS 56.4 FEET EAST-SOUTHEAST OF CENTERLINE
 EZ3192'OF HIGHWAY, 3.3 FEET EAST-SOUTHEAST OF POWER POLE, 40.6 FEET NORTH
 EZ3192'NORTHEAST OF 8 INCH PINE AND 87.8 FEET SOUTHWEST OF 24 INCH PINE ALL
 EZ3192'WITH REFERENCE TAGS.
 EZ3192
 EZ3192                          STATION RECOVERY (1981)
 EZ3192
 EZ3192'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1981
 EZ3192'6.3 MI NW FROM STAR.
 EZ3192'3.6 MILES ALONG NC 134 FROM THE MONTGOMERY-RANDOLPH COUNTY LINE
 EZ3192'BETWEEN ASHEBORO AND TROY, OR 0.9 MILE SOUTH OF THE INTERSECTION WITH
 EZ3192'SR 1313, ON THE EAST SIDE OF HIGHWAY, 56.4 FEET EAST-SOUTHEAST OF
 EZ3192'CENTERLINE OF HIGHWAY, 3.3 FEET EAST-SOUTHEAST OF POWER POLE AND 40.6
 EZ3192'FEET NORTH-NORTHWEST OF 8 INCH PINE AND 87.8 FEET SOUTHWEST OF 24
 EZ3192'INCH PINE ALL WITH REFERENCE TAGS.
 EZ3192'THE MARK IS 7 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3156 ***********************************************************************
 FA3156  DESIGNATION -  CARNES
 FA3156  PID         -  FA3156
 FA3156  STATE/COUNTY-  NC/GASTON
 FA3156  USGS QUAD   -  BELMONT (1997)
 FA3156
 FA3156                         *CURRENT SURVEY CONTROL
 FA3156  ___________________________________________________________________
 FA3156* NAD 83(2001)-  35 11 45.59650(N)    081 01 20.81202(W)     ADJUSTED  
 FA3156* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 FA3156  ___________________________________________________________________
 FA3156  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 FA3156  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 FA3156  HORZ ORDER  -  SECOND
 FA3156
 FA3156.The horizontal coordinates were established by classical geodetic methods
 FA3156.and adjusted by the National Geodetic Survey in August 2005.
 FA3156
 FA3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3156
 FA3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3156
 FA3156.The geoid height was determined by GEOID03.
 FA3156
 FA3156;                    North         East     Units Scale Factor Converg.
 FA3156;SPC NC       -   162,280.457   425,453.105   MT  0.99987306   -1 10 02.3
 FA3156;SPC NC       -   532,415.13  1,395,840.73   sFT  0.99987306   -1 10 02.3
 FA3156;UTM  17      - 3,894,779.194   497,956.499   MT  0.99960005   -0 00 46.6
 FA3156
 FA3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3156!SPC NC       -   0.99997202  x   0.99987306  =   0.99984509
 FA3156!UTM  17      -   0.99997202  x   0.99960005  =   0.99957208
 FA3156
 FA3156:                Primary Azimuth Mark                     Grid Az
 FA3156:SPC NC       -  WILSON                                   198 16 03.6
 FA3156:UTM  17      -  WILSON                                   197 06 47.9
 FA3156
 FA3156|---------------------------------------------------------------------|
 FA3156| PID    Reference Object                     Distance      Geod. Az  |
 FA3156|                                                           dddmmss.s |
 FA3156| FA3177 WILSON                              411.588 METERS 1970601.3 |
 FA3156| FA3162 JOYE                                243.542 METERS 34336     |
 FA3156|---------------------------------------------------------------------|
 FA3156
 FA3156                          SUPERSEDED SURVEY CONTROL
 FA3156
 FA3156  NAD 83(1986)-  35 11 45.62234(N)    081 01 20.81669(W) AD(       ) 2
 FA3156  NAD 27      -  35 11 45.11074(N)    081 01 21.55868(W) AD(       ) 2
 FA3156  NGVD 29 (07/19/86)  209.2    (m)          686.     (f) VERT ANG    3  
 FA3156
 FA3156.Superseded values are not recommended for survey control.
 FA3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3156.See file dsdata.txt to determine how the superseded data were derived.
 FA3156
 FA3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU9795694779(NAD 83)
 FA3156_MARKER: DE = TRAVERSE STATION DISK
 FA3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3156_STAMPING: CARNES 1965
 FA3156_MARK LOGO: NCGS  
 FA3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3156+STABILITY: SURFACE MOTION
 FA3156
 FA3156  HISTORY     - Date     Condition        Report By
 FA3156  HISTORY     - 1965     MONUMENTED       NCGS
 FA3156  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 FA3156  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA3156  HISTORY     - 19991124 MARK NOT FOUND   USPSQD
 FA3156  HISTORY     - 20010331 MARK NOT FOUND   NGS
 FA3156
 FA3156                          STATION DESCRIPTION
 FA3156
 FA3156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL)
 FA3156'CARNES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA3156'IN THE VICINITY OF GASTONIA, NORTH CAROLINA.
 FA3156'
 FA3156'CARNES IS 10.4 MILES SE OF GASTONIA AND 3.3 MILES S OF
 FA3156'BELMONT.  LOCATED 0.3 MILES S ALONG SR 2525 FROM SR 2528.  0.4
 FA3156'MILES N OF BRIDGE OVER CANAL TO POWER PLANT.  ON TOP OF DITCH
 FA3156'BANK ON E SIDE OF SR 2525 AND IN MIDDLE OF A YARD IN FRONT OF
 FA3156'WHITE HOUSE.
 FA3156'
 FA3156'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3156'CARNES 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3156'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3156'
 FA3156'MARK IS
 FA3156'
 FA3156'31.1 FT E OF C/L OF SR 2525
 FA3156'
 FA3156'65.8 FT S OF TP 69 WITH ALUMINUM REF. TAG
 FA3156'
 FA3156'52.4 FT W OF NW CORNER OF PORCH
 FA3156'
 FA3156'58.7 FT W OF SW CORNER OF HOUSE
 FA3156'
 FA3156'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FA3156
 FA3156                          STATION RECOVERY (1984)
 FA3156
 FA3156'RECOVERY NOTE BY US POWER SQUADRON 1984 (MLM)
 FA3156'CARNES 1965 NOT FOUND.
 FA3156'
 FA3156'TELEPHONE LINES NOW UNDERGROUND - TP NO. 69 GONE - ROAD WIDENED -
 FA3156'BANK GRADED OFF - SR 2525 NOW NC 273.
 FA3156
 FA3156                          STATION RECOVERY (1990)
 FA3156
 FA3156'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDJ)
 FA3156'MARK NOT FOUND.
 FA3156
 FA3156                          STATION RECOVERY (1999)
 FA3156
 FA3156'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3156'MARK NOT FOUND.
 FA3156
 FA3156                          STATION RECOVERY (2001)
 FA3156
 FA3156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3156'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3121 ***********************************************************************
 FY3121  DESIGNATION -  CARO
 FY3121  PID         -  FY3121
 FY3121  STATE/COUNTY-  NC/PERSON
 FY3121  USGS QUAD   -  OLIVE HILL (1994)
 FY3121
 FY3121                         *CURRENT SURVEY CONTROL
 FY3121  ___________________________________________________________________
 FY3121* NAD 83(2001)-  36 28 28.99583(N)    079 02 50.86617(W)     ADJUSTED  
 FY3121* NAVD 88     -       169.3    (meters)     555.     (feet)  VERTCON   
 FY3121  ___________________________________________________________________
 FY3121  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FY3121  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 FY3121  HORZ ORDER  -  SECOND
 FY3121
 FY3121.The horizontal coordinates were established by classical geodetic methods
 FY3121.and adjusted by the National Geodetic Survey in August 2005.
 FY3121
 FY3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3121
 FY3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3121
 FY3121.The geoid height was determined by GEOID03.
 FY3121
 FY3121;                    North         East     Units Scale Factor Converg.
 FY3121;SPC NC       -   302,279.630   605,347.164   MT  1.00010056   -0 01 38.6
 FY3121;SPC NC       -   991,729.09  1,986,043.15   sFT  1.00010056   -0 01 38.6
 FY3121;UTM  17      - 4,038,376.316   674,926.823   MT  0.99997701   +1 09 39.7
 FY3121
 FY3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3121!SPC NC       -   0.99997831  x   1.00010056  =   1.00007887
 FY3121!UTM  17      -   0.99997831  x   0.99997701  =   0.99995532
 FY3121
 FY3121|---------------------------------------------------------------------|
 FY3121| PID    Reference Object                     Distance      Geod. Az  |
 FY3121|                                                           dddmmss.s |
 FY3121| FY3120 BIRDS                               138.589 METERS 08826     |
 FY3121| FY3117 LINA                                297.070 METERS 09844     |
 FY3121| FY3134 HYDRO                               APPROX. 2.3 KM 2821418.6 |
 FY3121|---------------------------------------------------------------------|
 FY3121
 FY3121                          SUPERSEDED SURVEY CONTROL
 FY3121
 FY3121  NAD 83(1993)-  36 28 28.99608(N)    079 02 50.86744(W) AD(       ) 2
 FY3121  NAD 83(1986)-  36 28 28.99893(N)    079 02 50.87112(W) AD(       ) 2
 FY3121  NAD 27      -  36 28 28.49010(N)    079 02 51.82417(W) AD(       ) 2
 FY3121  NGVD 29 (07/19/86)  169.6    (m)          556.     (f) VERT ANG    3  
 FY3121
 FY3121.Superseded values are not recommended for survey control.
 FY3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3121.See file dsdata.txt to determine how the superseded data were derived.
 FY3121
 FY3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA7492738376(NAD 83)
 FY3121_MARKER: DE = TRAVERSE STATION DISK
 FY3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3121_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3121+STABILITY: SURFACE MOTION
 FY3121
 FY3121  HISTORY     - Date     Condition        Report By
 FY3121  HISTORY     - 1977     MONUMENTED       NCGS
 FY3121
 FY3121                          STATION DESCRIPTION
 FY3121
 FY3121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD)
 FY3121'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF CEFFO AND 6.6
 FY3121'MILES NORTHWEST OF ROXBORO.
 FY3121'
 FY3121'TO REACH THE STATION FROM THE INTERSECTION OF SR 1336 (MCGEHEES MILL
 FY3121'ROAD) WITH SR 1337 (CHUB LAKE ROAD) IN CEFFO, PROCEED NORTHERLY ALONG
 FY3121'SR 1336 FOR 1.3 MILES TO A DUAL TRANSMISSION LINE AND STATION ON LEFT
 FY3121'AT TOP OF A RISE AND UNDER SOUTHERNMOST STEEL SUPPORT TOWER 0.1 MILE
 FY3121'WEST OF HIGHWAY, 0.45 MILE NORTH OF SR 1336.
 FY3121'
 FY3121'STATION MARK IS A STANDARD DISK STAMPED---CARO 1977---SET IN THE TOP
 FY3121'OF A CONCRETE CYLINDER, WHICH IS 1 INCH ABOVE THE GROUND SURFACE.  THE
 FY3121'MARK IS 9.6 FEET NORTH-NORTHEAST OF NORTHEAST LEG OF TOWER, 7.0 FEET
 FY3121'SOUTH-SOUTHEAST OF NORTHWEST LEG OF TOWER, 20.2 FEET NORTHWEST OF
 FY3121'SOUTHEAST LEG OF TOWER AND 19.0 FEET SOUTHEAST OF SOUTHWEST LEG OF
 FY3121'TOWER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7298 ***********************************************************************
 AE7298  DESIGNATION -  CAROCO
 AE7298  PID         -  AE7298
 AE7298  STATE/COUNTY-  NC/DURHAM
 AE7298  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 AE7298
 AE7298                         *CURRENT SURVEY CONTROL
 AE7298  ___________________________________________________________________
 AE7298* NAD 83(2001)-  35 57 06.26457(N)    078 50 19.23059(W)     ADJUSTED  
 AE7298* NAVD 88     -       126.1    (meters)     414.     (feet)  VERTCON   
 AE7298  ___________________________________________________________________
 AE7298  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 AE7298  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 AE7298  HORZ ORDER  -  SECOND
 AE7298
 AE7298.The horizontal coordinates were established by classical geodetic methods
 AE7298.and adjusted by the National Geodetic Survey in August 2005.
 AE7298
 AE7298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7298
 AE7298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7298
 AE7298.The geoid height was determined by GEOID03.
 AE7298
 AE7298;                    North         East     Units Scale Factor Converg.
 AE7298;SPC NC       -   244,257.952   624,154.943   MT  0.99994710   +0 05 35.2
 AE7298;SPC NC       -   801,369.63  2,047,748.34   sFT  0.99994710   +0 05 35.2
 AE7298;UTM  17      - 3,980,754.873   694,928.169   MT  1.00006822   +1 16 09.6
 AE7298
 AE7298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7298!SPC NC       -   0.99998518  x   0.99994710  =   0.99993228
 AE7298!UTM  17      -   0.99998518  x   1.00006822  =   1.00005340
 AE7298
 AE7298                          SUPERSEDED SURVEY CONTROL
 AE7298
 AE7298  NAD 83(1986)-  35 57 06.27098(N)    078 50 19.23617(W) AD(       ) 2
 AE7298  NGVD 29 (03/10/98)  126.4    (m)          415.     (f) VERT ANG    3  
 AE7298
 AE7298.Superseded values are not recommended for survey control.
 AE7298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7298.See file dsdata.txt to determine how the superseded data were derived.
 AE7298
 AE7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9492880755(NAD 83)
 AE7298_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7298_STAMPING: CAROCO 1986
 AE7298_MARK LOGO: NCGS  
 AE7298_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7298+STABILITY: SURFACE MOTION
 AE7298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7298+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 AE7298
 AE7298  HISTORY     - Date     Condition        Report By
 AE7298  HISTORY     - 1986     MONUMENTED       NCGS
 AE7298  HISTORY     - 20060521 GOOD             GEOCAC
 AE7298
 AE7298                          STATION DESCRIPTION
 AE7298
 AE7298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7298'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) SOUTHEAST OF DURHAM. ALONG
 AE7298'US 70 FOR 0.3 KM (0.20 MI) NORTHWEST FROM THE SR 1959 (MIAMI
 AE7298'BOULEVARD) AND SR 1947 (MINERAL SPRINGS ROAD) CROSSROADS (IN BETHESDA
 AE7298'COMMUNITY), IN THE NORTHWEST END OF THE SOUTHEAST MOST OF TWO TRAFFIC
 AE7298'ISLANDS, AT A CAROCO SERVICE STATION. MARK IS RECESSED 2 INCHES BELOW
 AE7298'GROUND AND LEVEL WITH HIGHWAY. LOCATED 7.9 M (25.9 FT) EAST-NORTHEAST
 AE7298'OF THE CENTERLINE OF THE WEST-BOUND LANES, 4.4 M (14.4 FT)
 AE7298'SOUTH-SOUTHWEST OF A METAL SIGN POST, 19.5 M (64.0 FT) WEST-NORTHWEST
 AE7298'OF THE NORTHWEST CORNER OF A BRICK BUILDING, 20.1 M (65.9 FT)
 AE7298'SOUTHWEST OF A MANHOLE COVER--AND 27.6 M (90.6 FT) NORTH OF A
 AE7298'TELEPHONE POLE, 25.2 M (82.7 FT) SOUTH OF A TELEPHONE POLE--BOTH WITH
 AE7298'REFERENCE TAGS.
 AE7298
 AE7298                          STATION RECOVERY (2006)
 AE7298
 AE7298'RECOVERY NOTE BY GEOCACHING 2006 (PFF)
 AE7298'SITE IS NOW A BP GAS STATION. MARK IS RECESSED 22 INCHES.
 AE7298' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA1374 ***********************************************************************
 FA1374  DESIGNATION -  CAROL
 FA1374  PID         -  FA1374
 FA1374  STATE/COUNTY-  NC/RUTHERFORD
 FA1374  USGS QUAD   -  FOREST CITY (1993)
 FA1374
 FA1374                         *CURRENT SURVEY CONTROL
 FA1374  ___________________________________________________________________
 FA1374* NAD 83(2001)-  35 18 54.46164(N)    081 50 19.78666(W)     ADJUSTED  
 FA1374* NAVD 88     -       262.606  (meters)     861.57   (feet)  ADJUSTED  
 FA1374  ___________________________________________________________________
 FA1374  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FA1374  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 FA1374  DYNAMIC HT  -         262.347 (meters)     860.72  (feet)  COMP
 FA1374  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 FA1374
 FA1374  HORZ ORDER  -  SECOND
 FA1374  VERT ORDER  -  SECOND    CLASS II
 FA1374
 FA1374.The horizontal coordinates were established by classical geodetic methods
 FA1374.and adjusted by the National Geodetic Survey in August 2005.
 FA1374
 FA1374.The orthometric height was determined by differential leveling
 FA1374.and adjusted in June 1991.
 FA1374
 FA1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA1374
 FA1374.The geoid height was determined by GEOID03.
 FA1374
 FA1374.The dynamic height is computed by dividing the NAVD 88
 FA1374.geopotential number by the normal gravity value computed on the
 FA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA1374.degrees latitude (g = 980.6199 gals.).
 FA1374
 FA1374.The modeled gravity was interpolated from observed gravity values.
 FA1374
 FA1374;                    North         East     Units Scale Factor Converg.
 FA1374;SPC NC       -   177,310.189   351,515.037   MT  0.99987320   -1 38 18.6
 FA1374;SPC NC       -   581,725.18  1,153,262.25   sFT  0.99987320   -1 38 18.6
 FA1374;UTM  17      - 3,908,313.174   423,749.114   MT  0.99967165   -0 29 05.7
 FA1374
 FA1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA1374!SPC NC       -   0.99996380  x   0.99987320  =   0.99983700
 FA1374!UTM  17      -   0.99996380  x   0.99967165  =   0.99963546
 FA1374
 FA1374:                Primary Azimuth Mark                     Grid Az
 FA1374:SPC NC       -  FOREST                                   275 15 42.3
 FA1374:UTM  17      -  FOREST                                   274 06 29.4
 FA1374
 FA1374|---------------------------------------------------------------------|
 FA1374| PID    Reference Object                     Distance      Geod. Az  |
 FA1374|                                                           dddmmss.s |
 FA1374| FA1338 FOREST                              APPROX. 1.5 KM 2733723.7 |
 FA1374|---------------------------------------------------------------------|
 FA1374
 FA1374                          SUPERSEDED SURVEY CONTROL
 FA1374
 FA1374  NAD 83(1986)-  35 18 54.47454(N)    081 50 19.78661(W) AD(       ) 2
 FA1374  NAD 27      -  35 18 54.02371(N)    081 50 20.42450(W) AD(       ) 2
 FA1374  NGVD 29 (??/??/92)  262.855  (m)          862.38   (f) ADJ UNCH    2 2
 FA1374
 FA1374.Superseded values are not recommended for survey control.
 FA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA1374.See file dsdata.txt to determine how the superseded data were derived.
 FA1374
 FA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV2374908313(NAD 83)
 FA1374_MARKER: DE = TRAVERSE STATION DISK
 FA1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA1374_STAMPING: CAROL 1972
 FA1374_MARK LOGO: NCGS  
 FA1374_PROJECTION: PROJECTING 5 CENTIMETERS
 FA1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA1374+STABILITY: SURFACE MOTION
 FA1374
 FA1374  HISTORY     - Date     Condition        Report By
 FA1374  HISTORY     - 1972     MONUMENTED       NCGS
 FA1374  HISTORY     - 19731001 GOOD             NCGS
 FA1374  HISTORY     - 19830101 GOOD             NCGS
 FA1374  HISTORY     - 19960524 GOOD             USPSQD
 FA1374
 FA1374                          STATION DESCRIPTION
 FA1374
 FA1374'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 FA1374'CAROL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 FA1374'VICINITY OF ALEXANDER MILLS, NORTH CAROLINA.
 FA1374'
 FA1374'CAROL IS LOCATED 1.1 MILES EAST OF ALEXANDER MILLS, AND 1.9 MILES SE
 FA1374'OF FOREST CITY.  TO REACH STATION FROM INTERSECTION US 74 BYPASS
 FA1374'WITH US 221A SOUTH OF FOREST CITY, PROCEED EAST ALONG US 74 FOR 1.0
 FA1374'MILES TO STATION ON THE RIGHT, 0.55 MILES WEST OF INTERSECTION WITH
 FA1374'OLD CAROLEEN ROAD.
 FA1374'
 FA1374'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAROL
 FA1374'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 FA1374'PROJECTING 2 INCHES ABOVE THE GROUND.
 FA1374'
 FA1374'MARK IS
 FA1374'43.4 FEET S OF C/L OF US 74 BYPASS EAST BOUND LANE.
 FA1374'89.7 FEET ENE OF 10 INCH POPLAR W/ALUMINUM REF. TAG.
 FA1374'124.5 FEET E OF EASTERMOST GUARD RAIL POST ALONG SOUTH SIDE OF
 FA1374'EAST BOUND LANE.
 FA1374'79.5 FEET NW OF CENTER BRACE POLE IN FENCE LINE WITH R/W
 FA1374'MARKER AT ITS BASE.
 FA1374
 FA1374                          STATION RECOVERY (1973)
 FA1374
 FA1374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 FA1374'1.9 MI SE OF FOREST CITY.
 FA1374'TO REACH STATION FROM THE US 221A OVERPASS OF US 74 BYPASS SOUTH OF
 FA1374'FOREST CITY, PROCEED EAST ALONG US 74 FOR 1.0 MILE TO STATION ON THE
 FA1374'RIGHT, 0.55 MILE WEST OF INTERSECTION WITH OLD CAROLEEN ROAD (SR
 FA1374'1901).  43.4 FEET SOUTH OF CENTERLINE OF US 74 BYPASS EASTBOUND LANE,
 FA1374'89.7 FEET EAST NORTHEAST OF 10-INCH POPLAR WITH ALUMINUM REFERENCE
 FA1374'TAG, 124.5 FEET EAST OF EASTERN-MOST GUARDRAIL POST ALONG SOUTH SIDE
 FA1374'OF EASTBOUND LANE, AND 79.5 FEET NORTHWEST OF CENTER BRACE POLE IN
 FA1374'FENCE LINE WITH RIGHT OF WAY MARKER (AT ITS BASE).  DISK IS SET IN
 FA1374'CONCRETE CYLINDER, 2 INCHES ABOVE THE GROUND.
 FA1374
 FA1374                          STATION RECOVERY (1983)
 FA1374
 FA1374'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (ESL)
 FA1374'RECOVERED AS DESCRIBED.
 FA1374
 FA1374                          STATION RECOVERY (1996)
 FA1374
 FA1374'RECOVERY NOTE BY US POWER SQUADRON 1996
 FA1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2651 ***********************************************************************
 EA2651  DESIGNATION -  CAROL
 EA2651  PID         -  EA2651
 EA2651  STATE/COUNTY-  NC/NEW HANOVER
 EA2651  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2651
 EA2651                         *CURRENT SURVEY CONTROL
 EA2651  ___________________________________________________________________
 EA2651* NAD 83(2001)-  34 03 11.07130(N)    077 53 05.46237(W)     ADJUSTED  
 EA2651* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 EA2651  ___________________________________________________________________
 EA2651  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 EA2651  GEOID HEIGHT-         -37.36  (meters)                     GEOID03
 EA2651  HORZ ORDER  -  SECOND
 EA2651
 EA2651.The horizontal coordinates were established by classical geodetic methods
 EA2651.and adjusted by the National Geodetic Survey in August 2005.
 EA2651
 EA2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2651
 EA2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2651
 EA2651.The geoid height was determined by GEOID03.
 EA2651
 EA2651;                    North         East     Units Scale Factor Converg.
 EA2651;SPC NC       -    34,200.639   712,566.972   MT  1.00008939   +0 38 37.1
 EA2651;SPC NC       -   112,206.60  2,337,813.47   sFT  1.00008939   +0 38 37.1
 EA2651;UTM  18      - 3,771,796.644   233,713.817   MT  1.00047419   -1 36 58.9
 EA2651
 EA2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2651!SPC NC       -   1.00000572  x   1.00008939  =   1.00009511
 EA2651!UTM  18      -   1.00000572  x   1.00047419  =   1.00047991
 EA2651
 EA2651|---------------------------------------------------------------------|
 EA2651| PID    Reference Object                     Distance      Geod. Az  |
 EA2651|                                                           dddmmss.s |
 EA2651| EA3264 CAROL RM 3                           26.921 METERS 18523     |
 EA2651| EA3263 CAROL RM 2                           31.220 METERS 19419     |
 EA2651| UT0084 KURE BEACH MUNICIPAL TANK           APPROX. 6.3 KM 1984859.4 |
 EA2651| UT0080 FORT FISHER USAF W RADAR TOWER      APPROX. 8.6 KM 2002144.3 |
 EA2651| EA3261 CAROL AZ MK                                        2015643.3 |
 EA2651| EA2725 CAROL AZ MK 2                       484.537 METERS 2015718.9 |
 EA2651| EA2656 CAROLINA BEACH MUNICIPAL TANK       APPROX. 2.3 KM 2072101.8 |
 EA2651| EA2655 CAROLINA BEACH CG LORAN MAST        APPROX. 2.8 KM 2924448.5 |
 EA2651| EA3262 CAROL RM 1                           24.781 METERS 29632     |
 EA2651|---------------------------------------------------------------------|
 EA2651
 EA2651                          SUPERSEDED SURVEY CONTROL
 EA2651
 EA2651  NAD 83(1986)-  34 03 11.08297(N)    077 53 05.47487(W) AD(       ) 2
 EA2651  NAD 27      -  34 03 10.46323(N)    077 53 06.52717(W) AD(       ) 2
 EA2651  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG    3  
 EA2651
 EA2651.Superseded values are not recommended for survey control.
 EA2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2651.See file dsdata.txt to determine how the superseded data were derived.
 EA2651
 EA2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3371471797(NAD 83)
 EA2651_MARKER: DS = TRIANGULATION STATION DISK
 EA2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2651
 EA2651  HISTORY     - Date     Condition        Report By
 EA2651  HISTORY     - 1962     MONUMENTED       CGS
 EA2651  HISTORY     - 1973     GOOD             NGS
 EA2651  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 EA2651  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 EA2651
 EA2651                          STATION DESCRIPTION
 EA2651
 EA2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2651'STATION IS LOCATED NEAR THE NORTH EDGE OF THE TOWN OF CAROLINA
 EA2651'BEACH, ON THE NORTHEAST SIDE OF THE INTRACOASTAL WATERWAY, AND
 EA2651'WEST OF 13TH AVENUE AND CANAL STREET.  IT IS 50 FEET NORTHWEST
 EA2651'OF THE CENTERLINE OF CANAL STREET, 39 FEET SOUTHEAST OF THE
 EA2651'SOUTHEAST CORNER OF HOUSE, 34-1/2 FEET SOUTHWEST OF A MAN-HOLE
 EA2651'AND 21 FEET SOUTHWEST OF A UTILITY POLE.  STATION IS MARKED BY A
 EA2651'STANDARD DISK SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 EA2651'THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED CAROL
 EA2651'1962.
 EA2651'
 EA2651'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE
 EA2651'INTERSECTION OF LAKE PARK BOULEVARD AND HARPER AVENUE IN
 EA2651'CAROLINA BEACH, GO EAST ON HARPER AVENUE FOR 0.05 MILE TO A
 EA2651'CROSS STREET, TURN LEFT AND GO NORTHEAST ON CANAL DRIVE FOR 1.1
 EA2651'MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON CANAL DRIVE
 EA2651'FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 EA2651'
 EA2651'AZIMUTH MARK IS 38-1/2 FEET EAST OF POWERLINE POLE NO. 9429,
 EA2651'18-1/2 FEET EAST OF THE CENTERLINE OF CANAL DRIVE, 16 FEET
 EA2651'NORTH OF TENTH AVENUE AND 2 FEET NORTH OF UTILITY POLE.  IT
 EA2651'IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12X12 INCH
 EA2651'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE DISK
 EA2651'IS STAMPED CAROL 1962.
 EA2651'
 EA2651'REFERENCE MARK NO. 1 IS 98 FEET NORTHEAST OF WATERS EDGE OF
 EA2651'CANAL, 72-1/2 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE.  IT
 EA2651'IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12X12 INCH
 EA2651'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE DISK IS
 EA2651'STAMPED CAROL NO 1 1962.
 EA2651'
 EA2651'REFERENCE MARK NO. 2 IS 30-1/2 FEET WEST OF THE CENTERLINE OF
 EA2651'CANAL DRIVE AND 12-1/2 FEET NORTH OF UTILITY POLE.  IT IS
 EA2651'MARKED BY A STANDARD DISK SET IN THE TOP OF A 12X12 INCH
 EA2651'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND.  THE
 EA2651'DISK IS STAMPED CAROL NO 2 1962.
 EA2651'
 EA2651'HEIGHT OF LIGHT ABOVE STATION MARK 26.06 METERS.
 EA2651
 EA2651                          STATION RECOVERY (1973)
 EA2651
 EA2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RST)
 EA2651'STATION AND MARKS RECOVERED AS DESCRIBED, WITH THE FOLLOWING
 EA2651'CHANGES--
 EA2651'
 EA2651'DISTANCE FROM UTILITY POLE TO STATION CAROL WAS FOUND TO BE
 EA2651'20.35 FEET, ALSO DELETE MANHOLE, AND MEASUREMEANT TO MANHOLE IN
 EA2651'DESCRIPTION.
 EA2651'
 EA2651'2.REFERENCE MARK CAROL NO 2 HAS BEEN DESTROYED, REMAINS FOUND.
 EA2651
 EA2651                          STATION RECOVERY (1996)
 EA2651
 EA2651'RECOVERY NOTE BY US POWER SQUADRON 1996
 EA2651'MARK NOT FOUND.
 EA2651
 EA2651                          STATION RECOVERY (2004)
 EA2651
 EA2651'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5316 ***********************************************************************
 EZ5316  DESIGNATION -  CAROL
 EZ5316  PID         -  EZ5316
 EZ5316  STATE/COUNTY-  NC/WAKE
 EZ5316  USGS QUAD   -  APEX (1993)
 EZ5316
 EZ5316                         *CURRENT SURVEY CONTROL
 EZ5316  ___________________________________________________________________
 EZ5316* NAD 83(2001)-  35 44 59.95317(N)    078 51 10.19790(W)     ADJUSTED  
 EZ5316* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 EZ5316  ___________________________________________________________________
 EZ5316  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 EZ5316  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EZ5316  HORZ ORDER  -  SECOND
 EZ5316
 EZ5316.The horizontal coordinates were established by classical geodetic methods
 EZ5316.and adjusted by the National Geodetic Survey in August 2005.
 EZ5316
 EZ5316.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5316
 EZ5316.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5316
 EZ5316.The geoid height was determined by GEOID03.
 EZ5316
 EZ5316;                    North         East     Units Scale Factor Converg.
 EZ5316;SPC NC       -   221,871.839   622,910.919   MT  0.99991031   +0 05 05.8
 EZ5316;SPC NC       -   727,924.53  2,043,666.91   sFT  0.99991031   +0 05 05.8
 EZ5316;UTM  17      - 3,958,344.876   694,142.595   MT  1.00006447   +1 15 17.5
 EZ5316
 EZ5316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5316!SPC NC       -   0.99998135  x   0.99991031  =   0.99989167
 EZ5316!UTM  17      -   0.99998135  x   1.00006447  =   1.00004582
 EZ5316
 EZ5316                          SUPERSEDED SURVEY CONTROL
 EZ5316
 EZ5316  NAD 83(1986)-  35 44 59.95658(N)    078 51 10.20806(W) AD(       ) 2
 EZ5316  NAD 27      -  35 44 59.41359(N)    078 51 11.18807(W) AD(       ) 2
 EZ5316  NGVD 29 (07/19/86)  151.2    (m)          496.     (f) VERT ANG    3  
 EZ5316
 EZ5316.Superseded values are not recommended for survey control.
 EZ5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5316.See file dsdata.txt to determine how the superseded data were derived.
 EZ5316
 EZ5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9414358345(NAD 83)
 EZ5316_MARKER: DE = TRAVERSE STATION DISK
 EZ5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ5316_STAMPING: CAROL 1961
 EZ5316_MARK LOGO: NCGS  
 EZ5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5316+STABILITY: SURFACE MOTION
 EZ5316
 EZ5316  HISTORY     - Date     Condition        Report By
 EZ5316  HISTORY     - 1961     MONUMENTED       NCGS
 EZ5316  HISTORY     - 1966     MARK NOT FOUND   NCGS
 EZ5316
 EZ5316                          STATION DESCRIPTION
 EZ5316
 EZ5316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF)
 EZ5316'CAROL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ5316'IN THE VICINITY OF DURHAM, NORTH CAROLINA.
 EZ5316'
 EZ5316'CAROL IS 1.3 MILES EAST OF INTERSECTION OF NC 55 AND U.S. 64 NORTH
 EZ5316'OF APEX, N.C. AND IS 0.2 MILES WEST OF INTERSECTION OF U.S. 1
 EZ5316'AND 64 SOUTH OF RALEIGH, N.C.
 EZ5316'
 EZ5316'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ5316'CAROL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ5316'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ5316'
 EZ5316'MARK IS
 EZ5316'
 EZ5316'28.6 FT NE OF PP SOUTH OF ROAD
 EZ5316'
 EZ5316'73.2 FT SW OF PP WEST OF INTERSECTION OF U.S. 64 AND RALEIGH-DURHAM
 EZ5316'AIRPORT RD.
 EZ5316'
 EZ5316'118.6 FT SE OF 5TH PP NORTH SIDE OF U.S. 64 FROM INTERSECTION OF
 EZ5316'U.S. 64 AND RALEIGH-DURHAM AIRPORT RD.
 EZ5316'
 EZ5316'14.3 FT S OF C/L OF U.S. 64, ON SHOULDER OF ROAD
 EZ5316
 EZ5316                          STATION RECOVERY (1966)
 EZ5316
 EZ5316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966
 EZ5316'NOTE--A SEARCH FOR THE STATION WAS MADE IN DECEMBER 1966.  NO
 EZ5316'TRACE OF THE STATION COULD BE FOUND.  IT IS BELIEVED THE
 EZ5316'STATION WAS DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG6473 ***********************************************************************
 DG6473  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6473  DESIGNATION -  CAROL
 DG6473  PID         -  DG6473
 DG6473  STATE/COUNTY-  NC/MECKLENBURG
 DG6473  USGS QUAD   -  CHARLOTTE WEST (1993)
 DG6473
 DG6473                         *CURRENT SURVEY CONTROL
 DG6473  ___________________________________________________________________
 DG6473* NAD 83(2007)-  35 11 24.83972(N)    080 59 07.81602(W)     ADJUSTED  
 DG6473* NAVD 88     -       209.04   (meters)     685.8    (feet)  GPS OBS   
 DG6473  ___________________________________________________________________
 DG6473  EPOCH DATE  -        2002.00
 DG6473  X           -     817,647.623 (meters)                     COMP
 DG6473  Y           -  -5,153,984.349 (meters)                     COMP
 DG6473  Z           -   3,655,237.736 (meters)                     COMP
 DG6473  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 DG6473  ELLIP HEIGHT-         178.412 (meters)          (02/10/07) ADJUSTED
 DG6473  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 DG6473
 DG6473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6473  Type    PID    Designation                      North   East  Ellip
 DG6473  -------------------------------------------------------------------
 DG6473  NETWORK DG6473 CAROL                             0.65   0.67   1.00
 DG6473  -------------------------------------------------------------------
 DG6473
 DG6473.The horizontal coordinates were established by GPS observations
 DG6473.and adjusted by the National Geodetic Survey in February 2007.
 DG6473
 DG6473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6473.The horizontal coordinates are valid at the epoch date displayed above.
 DG6473.The epoch date for horizontal control is a decimal equivalence
 DG6473.of Year/Month/Day.
 DG6473
 DG6473.The orthometric height was determined by GPS observations and a
 DG6473.high-resolution geoid model.
 DG6473.The orthometric height was determined by GPS observations and a
 DG6473.high-resolution geoid model using precise GPS observation and
 DG6473.processing techniques.
 DG6473
 DG6473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6473
 DG6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6473
 DG6473.The ellipsoidal height was determined by GPS observations
 DG6473.and is referenced to NAD 83.
 DG6473
 DG6473.The geoid height was determined by GEOID03.
 DG6473
 DG6473;                    North         East     Units Scale Factor Converg.
 DG6473;SPC NC       -   161,573.083   428,803.629   MT  0.99987317   -1 08 45.5
 DG6473;SPC NC       -   530,094.36  1,406,833.24   sFT  0.99987317   -1 08 45.5
 DG6473;UTM  17      - 3,894,139.637   501,319.674   MT  0.99960002   +0 00 30.1
 DG6473
 DG6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6473!SPC NC       -   0.99997200  x   0.99987317  =   0.99984517
 DG6473!UTM  17      -   0.99997200  x   0.99960002  =   0.99957203
 DG6473
 DG6473                          SUPERSEDED SURVEY CONTROL
 DG6473
 DG6473  NAD 83(1986)-  35 11 24.85646(N)    080 59 07.82091(W) AD(       ) 1
 DG6473  NAD 83(2001)-  35 11 24.83977(N)    080 59 07.81611(W) AD(       ) 1
 DG6473  ELLIP H (08/02/04)  178.414  (m)                       GP(       ) 4 1
 DG6473
 DG6473.Superseded values are not recommended for survey control.
 DG6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6473.See file dsdata.txt to determine how the superseded data were derived.
 DG6473
 DG6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0132094140(NAD 83)
 DG6473_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6473_STAMPING: CAROL 2003
 DG6473_MARK LOGO: NGS   
 DG6473_PROJECTION: FLUSH
 DG6473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6473+STABILITY: SURFACE MOTION
 DG6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6473+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 DG6473
 DG6473  HISTORY     - Date     Condition        Report By
 DG6473  HISTORY     - 20031201 MONUMENTED       GCT
 DG6473  HISTORY     - 20060831 GOOD             USPSQD
 DG6473
 DG6473                          STATION DESCRIPTION
 DG6473
 DG6473'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG6473'THE STATION IS LOCATED IN MECKLENBURG COUNTY, NORTH CAROLINA AND IS
 DG6473'ABOUT 13.7 KM (8.5 MI)  WEST-SOUTHWEST OF CHARLOTTE, 7.1 KM (4.4 MI)
 DG6473'SOUTHEAST OF BELMONT, AND 3.4 KM (2.2 MI)  SOUTH-SOUTHWEST OF
 DG6473'BERRYHILL. OWNERSHIP- IN THE WEST RIGHT-OF-WAY OF DIXIE RIVER ROAD.
 DG6473' 
 DG6473'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 485 AND BROWN
 DG6473'GREIR ROAD  AT EXIT 3 OF INTERSTATE 485, TRAVEL WEST ON BROWN GRIER
 DG6473'ROAD FOR 2.0 KM (1.25 MI) TO THE  TEE INTERSECTION WITH HIGHWAY 160.
 DG6473'TURN RIGHT ONTO HIGHWAY 160 AND TRAVEL NORTH FOR   2.2 KM (1.35 MI) TO
 DG6473'DIXIE RIVER ROAD LEFT. TURN LEFT ONTO DIXIE RIVER ROAD AND PROCEED
 DG6473'WESTERLY THENCE NORTHERLY FOR 4.7 KM (2.95 MI) TO THE MARK ON THE LEFT
 DG6473'JUST NORTH OF A  GRAVEL DRIVE.
 DG6473' 
 DG6473'THE MARK IS A STANDARD NGS HORIZONTAL CONTROL DISK SET IN THE TOP OF A
 DG6473'CONCRETE  MONUMENT FLUSH WITH THE GROUND. LOCATED 34.50 METERS (113.2
 DG6473'FT) SOUTHWEST AND ACROSS  DIXIE RIVER ROAD FROM A POWER POLE WITH A
 DG6473'REFERENCE TAG, 22.28 METERS (73.1 FT) EAST OF  THE NORTHERN END  OF A
 DG6473'METAL BAR GATE ACROSS A GRAVEL DRIVE, 3.78 METERS (12.4 FT)  NORTHEAST
 DG6473'OF THE NORTHERN END OF A CORRAGATED METAL PIPE, AND 1.70 METERS (5.6
 DG6473'FT)  NORTHWEST OF A WHITE STRIPE ON DIXIE RIVER ROAD AND A REFERENCE
 DG6473'TAG
 DG6473
 DG6473                          STATION RECOVERY (2006)
 DG6473
 DG6473'RECOVERY NOTE BY US POWER SQUADRON 2006
 DG6473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1146 ***********************************************************************
 EZ1146  DESIGNATION -  CAROL 2
 EZ1146  PID         -  EZ1146
 EZ1146  STATE/COUNTY-  NC/WAKE
 EZ1146  USGS QUAD   -  APEX (1993)
 EZ1146
 EZ1146                         *CURRENT SURVEY CONTROL
 EZ1146  ___________________________________________________________________
 EZ1146* NAD 83(2001)-  35 44 59.40678(N)    078 51 12.97200(W)     ADJUSTED  
 EZ1146* NAVD 88     -       149.774  (meters)     491.38   (feet)  ADJUSTED  
 EZ1146  ___________________________________________________________________
 EZ1146  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 EZ1146  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 EZ1146  DYNAMIC HT  -         149.645 (meters)     490.96  (feet)  COMP
 EZ1146  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 EZ1146
 EZ1146  HORZ ORDER  -  SECOND
 EZ1146  VERT ORDER  -  SECOND    CLASS II
 EZ1146
 EZ1146.The horizontal coordinates were established by classical geodetic methods
 EZ1146.and adjusted by the National Geodetic Survey in August 2005.
 EZ1146
 EZ1146.The orthometric height was determined by differential leveling
 EZ1146.and adjusted in June 1991.
 EZ1146
 EZ1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1146
 EZ1146.The geoid height was determined by GEOID03.
 EZ1146
 EZ1146.The dynamic height is computed by dividing the NAVD 88
 EZ1146.geopotential number by the normal gravity value computed on the
 EZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1146.degrees latitude (g = 980.6199 gals.).
 EZ1146
 EZ1146.The modeled gravity was interpolated from observed gravity values.
 EZ1146
 EZ1146;                    North         East     Units Scale Factor Converg.
 EZ1146;SPC NC       -   221,854.897   622,841.253   MT  0.99991028   +0 05 04.2
 EZ1146;SPC NC       -   727,868.94  2,043,438.34   sFT  0.99991028   +0 05 04.2
 EZ1146;UTM  17      - 3,958,326.513   694,073.279   MT  1.00006414   +1 15 15.9
 EZ1146
 EZ1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1146!SPC NC       -   0.99998154  x   0.99991028  =   0.99989182
 EZ1146!UTM  17      -   0.99998154  x   1.00006414  =   1.00004568
 EZ1146
 EZ1146:                Primary Azimuth Mark                     Grid Az
 EZ1146:SPC NC       -  VANCE                                    099 08 13.0
 EZ1146:UTM  17      -  VANCE                                    097 58 01.3
 EZ1146
 EZ1146|---------------------------------------------------------------------|
 EZ1146| PID    Reference Object                     Distance      Geod. Az  |
 EZ1146|                                                           dddmmss.s |
 EZ1146| EZ1147 VANCE                               478.425 METERS 0991317.2 |
 EZ1146|---------------------------------------------------------------------|
 EZ1146
 EZ1146                          SUPERSEDED SURVEY CONTROL
 EZ1146
 EZ1146  NAD 83(1986)-  35 44 59.41048(N)    078 51 12.98275(W) AD(       ) 2
 EZ1146  NAD 27      -  35 44 58.86731(N)    078 51 13.95814(W) AD(       ) 2
 EZ1146  NGVD 29 (??/??/92)  150.027  (m)          492.21   (f) ADJ UNCH    2 2
 EZ1146
 EZ1146.Superseded values are not recommended for survey control.
 EZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1146.See file dsdata.txt to determine how the superseded data were derived.
 EZ1146
 EZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9407358327(NAD 83)
 EZ1146_MARKER: DE = TRAVERSE STATION DISK
 EZ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1146_STAMPING: CAROL 2 1967
 EZ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1146+STABILITY: SURFACE MOTION
 EZ1146
 EZ1146  HISTORY     - Date     Condition        Report By
 EZ1146  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1146  HISTORY     - 19740901 GOOD             USGS
 EZ1146  HISTORY     - 1975     GOOD             NCGS
 EZ1146  HISTORY     - 1987     GOOD             USPSQD
 EZ1146
 EZ1146                          STATION DESCRIPTION
 EZ1146
 EZ1146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1146'CAROL 2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1146'IN THE VICINITY OF APEX, NORTH CAROLINA.
 EZ1146'
 EZ1146'CAROL 2 IS LOCATED APPROXIMATELY 1.3 MILES NNW OF THE CENTER
 EZ1146'OF APEX.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ1146'NC 55 AND U.S. 64 NORTHWEST OF APEX, GO EAST ON U.S. 64 FOR
 EZ1146'1.2 MILES TO STATION.  WHICH IS IN THE MEDIAN ON NORTH
 EZ1146'SHOULDER OF U.S. 64 AT APEX-CARY EXIT FROM EAST BOUND LANE OF
 EZ1146'U.S. 64.
 EZ1146'
 EZ1146'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1146'CAROL 2, 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ1146'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ1146'
 EZ1146'MARK IS
 EZ1146'
 EZ1146'23.7 FT N OF C/L OF U.S. 64 E BOUND LANE
 EZ1146'
 EZ1146'66.7 FT S OF 4X4 POST WITH YIELD SIGN ON N SIDE OF W BOUND
 EZ1146'LANE, AND WITH ALUMINUM REF. TAG
 EZ1146'
 EZ1146'45.5 FT SSE OF W END OF CURB BETWEEN U.S. 64 W BOUND LANE
 EZ1146'AND U.S. 64 ENTRANCE ROAD
 EZ1146'
 EZ1146'96.9 FT ESE OF 4X4 POST WITH LEFT LANE ENDS 500 FT. SIGN,
 EZ1146'AND WITH ALUMINUM REF. TAG
 EZ1146'
 EZ1146'37.2 FT W OF 4X4 POST WITH MERGE RIGHT INTO SINGLE LANE
 EZ1146'IN MEDIAN, AND WITH ALUMINUM REF. TAG
 EZ1146'
 EZ1146'105.8 FT WSW OF W EDGE OF CONCRETE SPILLWAY COVER
 EZ1146'
 EZ1146'NOTE--CAROL 2 REPLACES CAROL 1961, DESTROYED BY ROAD CONSTRUCTION.
 EZ1146
 EZ1146                          STATION RECOVERY (1974)
 EZ1146
 EZ1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LWA)
 EZ1146'RECOVERED IN GOOD CONDITION.
 EZ1146
 EZ1146                          STATION RECOVERY (1975)
 EZ1146
 EZ1146'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ1146'1.3 MI N FROM APEX.
 EZ1146'CAROL 2 IS LOCATED APPROXIMATELY 12.2 MILES WEST OF STATE
 EZ1146'CAPITOL BUILDING IN RALEIGH.  TO REACH STATION FROM THE U.S.
 EZ1146'64 UNDERPASS OF NC 55 NW OF APEX, PROCEED EAST ALONG U.S. 64 FOR
 EZ1146'1.2 MILES TO STATION ON LEFT IN MEDIAN AT APEX - CARY EXIT FROM
 EZ1146'EAST BOUND LANE OF U.S. 64, 23.7 FT NORTH OF C/L U.S. 64 EAST
 EZ1146'BOUND LANE, 8.4 FT NORTH OF EDGE OF PAVEMENT, 27.4 FT SOUTH OF EDGE
 EZ1146'OF PAVEMENT, 45.5 FT SOUTH OF WEST END OF CURB BETWEEN U.S. 64
 EZ1146'WEST BOUND LANE AND AN ENTRANCE ROAD, 105.8 FT WEST OF WEST EDGE
 EZ1146'OF A CONCRETE SPILLWAY COVER, 37.2 FT WEST OF A MERGE RIGHT SIGN
 EZ1146'POST IN MEDIAN WITH ALUMINUM REF. TAG, AND 96.9 FT ESE OF A LANE
 EZ1146'ENDS SIGN POST WITH ALUMINUM REF. TAG.  DISK IS SET IN TOP OF
 EZ1146'CONCRETE CYLINDER 2 INCHES BELOW THE GROUND.
 EZ1146
 EZ1146                          STATION RECOVERY (1987)
 EZ1146
 EZ1146'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG)
 EZ1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5135 ***********************************************************************
 AH5135  DESIGNATION -  CAROLGRO
 AH5135  PID         -  AH5135
 AH5135  STATE/COUNTY-  NC/SAMPSON
 AH5135  USGS QUAD   -  MINGO (1974)
 AH5135
 AH5135                         *CURRENT SURVEY CONTROL
 AH5135  ___________________________________________________________________
 AH5135* NAD 83(2001)-  35 09 24.72502(N)    078 36 03.06292(W)     ADJUSTED  
 AH5135* NAVD 88     -        48.476  (meters)     159.04   (feet)  ADJUSTED  
 AH5135  ___________________________________________________________________
 AH5135  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AH5135  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AH5135  DYNAMIC HT  -          48.432 (meters)     158.90  (feet)  COMP
 AH5135  MODELED GRAV-     979,717.2   (mgal)                       NAVD 88
 AH5135
 AH5135  HORZ ORDER  -  SECOND
 AH5135  VERT ORDER  -  SECOND    CLASS II
 AH5135
 AH5135.The horizontal coordinates were established by classical geodetic methods
 AH5135.and adjusted by the National Geodetic Survey in August 2005.
 AH5135
 AH5135.The orthometric height was determined by differential leveling
 AH5135.and adjusted in March 2000.
 AH5135
 AH5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5135
 AH5135.The geoid height was determined by GEOID03.
 AH5135
 AH5135.The dynamic height is computed by dividing the NAVD 88
 AH5135.geopotential number by the normal gravity value computed on the
 AH5135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5135.degrees latitude (g = 980.6199 gals.).
 AH5135
 AH5135.The modeled gravity was interpolated from observed gravity values.
 AH5135
 AH5135;                    North         East     Units Scale Factor Converg.
 AH5135;SPC NC       -   156,136.868   645,964.461   MT  0.99987396   +0 13 49.4
 AH5135;SPC NC       -   512,259.04  2,119,301.74   sFT  0.99987396   +0 13 49.4
 AH5135;UTM  17      - 3,893,074.774   718,529.396   MT  1.00018858   +1 22 55.3
 AH5135
 AH5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5135!SPC NC       -   0.99999773  x   0.99987396  =   0.99987169
 AH5135!UTM  17      -   0.99999773  x   1.00018858  =   1.00018631
 AH5135
 AH5135                          SUPERSEDED SURVEY CONTROL
 AH5135
 AH5135  NAD 83(1986)-  35 09 24.73112(N)    078 36 03.07004(W) AD(       ) 2
 AH5135  NAVD 88 (11/16/98)   48.48   (m)          159.1    (f) LEVELING    3  
 AH5135
 AH5135.Superseded values are not recommended for survey control.
 AH5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5135.See file dsdata.txt to determine how the superseded data were derived.
 AH5135
 AH5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU1852993075(NAD 83)
 AH5135_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5135_STAMPING: CAROLGRO 1986
 AH5135_MARK LOGO: NCGS  
 AH5135_PROJECTION: FLUSH
 AH5135_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5135+STABILITY: SURFACE MOTION
 AH5135
 AH5135  HISTORY     - Date     Condition        Report By
 AH5135  HISTORY     - 1986     MONUMENTED       NCGS
 AH5135
 AH5135                          STATION DESCRIPTION
 AH5135
 AH5135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5135'STATION IS LOCATED ABOUT 6.95 MI (11.18 KM) WEST-SOUTHWEST OF SPIVEYS
 AH5135'CORNER. ALONG US 13 FOR 7.15 MI (11.51 KM) SOUTHWEST FROM US 421, AT
 AH5135'SR 1441 SOUTH, ON THE PROLONGATION OF THE WEST SIDE OF A 2-STORY FRAME
 AH5135'HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND AND IS LEVEL WITH THE
 AH5135'HIGHWAY. LOCATED 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF THE
 AH5135'HIGHWAY, 74.0 FT (22.6 M) EAST OF THE CENTERLINE OF THE ROAD, 26.0 FT
 AH5135'(7.9 M) NORTHWEST OF THE CENTERLINE INTERSECTION OF THE HIGHWAY AND SR
 AH5135'1441 SOUTH, 11.2 M (36.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 AH5135'PORCH COLUMN, 22.0 FT (6.7 M) WEST-SOUTHWEST OF THE CENTER OF THE TOP
 AH5135'STEP UP THE BANK LEADING TO THE HOUSE, 80.4 FT (24.5 M)
 AH5135'SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY1320 ***********************************************************************
 EY1320  DESIGNATION -  CAROLINA
 EY1320  PID         -  EY1320
 EY1320  STATE/COUNTY-  NC/WAYNE
 EY1320  USGS QUAD   -  FREMONT (1978)
 EY1320
 EY1320                         *CURRENT SURVEY CONTROL
 EY1320  ___________________________________________________________________
 EY1320* NAD 83(2001)-  35 32 43.42487(N)    077 58 28.21856(W)     ADJUSTED  
 EY1320* NAVD 88     -        44.811  (meters)     147.02   (feet)  ADJUSTED  
 EY1320  ___________________________________________________________________
 EY1320  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EY1320  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 EY1320  DYNAMIC HT  -          44.771 (meters)     146.89  (feet)  COMP
 EY1320  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 EY1320
 EY1320  HORZ ORDER  -  SECOND
 EY1320  VERT ORDER  -  SECOND    CLASS I
 EY1320
 EY1320.The horizontal coordinates were established by classical geodetic methods
 EY1320.and adjusted by the National Geodetic Survey in August 2005.
 EY1320
 EY1320.The orthometric height was determined by differential leveling
 EY1320.and adjusted in June 1991.
 EY1320
 EY1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY1320
 EY1320.The geoid height was determined by GEOID03.
 EY1320
 EY1320.The dynamic height is computed by dividing the NAVD 88
 EY1320.geopotential number by the normal gravity value computed on the
 EY1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY1320.degrees latitude (g = 980.6199 gals.).
 EY1320
 EY1320.The modeled gravity was interpolated from observed gravity values.
 EY1320
 EY1320;                    North         East     Units Scale Factor Converg.
 EY1320;SPC NC       -   199,644.663   702,579.081   MT  0.99988568   +0 35 30.8
 EY1320;SPC NC       -   655,000.87  2,305,044.87   sFT  0.99988568   +0 35 30.8
 EY1320;UTM  18      - 3,937,599.432   230,345.195   MT  1.00049616   -1 43 49.0
 EY1320;UTM  17      - 3,937,740.310   774,278.684   MT  1.00052716   +1 45 35.9
 EY1320
 EY1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY1320!SPC NC       -   0.99999845  x   0.99988568  =   0.99988413
 EY1320!UTM  18      -   0.99999845  x   1.00049616  =   1.00049461
 EY1320!UTM  17      -   0.99999845  x   1.00052716  =   1.00052561
 EY1320
 EY1320:                Primary Azimuth Mark                     Grid Az
 EY1320:SPC NC       -  GOLDBAR                                  021 52 21.1
 EY1320:UTM  18      -  GOLDBAR                                  024 11 40.9
 EY1320:UTM  17      -  GOLDBAR                                  020 42 16.0
 EY1320
 EY1320|---------------------------------------------------------------------|
 EY1320| PID    Reference Object                     Distance      Geod. Az  |
 EY1320|                                                           dddmmss.s |
 EY1320| EY1321 GOLDBAR                             438.773 METERS 0222751.9 |
 EY1320| EY1319 PINCAR                              187.041 METERS 28623     |
 EY1320| EY3041 YELLOW                              APPROX. 1.2 KM 2891422.8 |
 EY1320|---------------------------------------------------------------------|
 EY1320
 EY1320                          SUPERSEDED SURVEY CONTROL
 EY1320
 EY1320  NAD 83(1986)-  35 32 43.43277(N)    077 58 28.22691(W) AD(       ) 2
 EY1320  NAD 27      -  35 32 42.85905(N)    077 58 29.27664(W) AD(       ) 2
 EY1320  NGVD 29 (??/??/92)   45.141  (m)          148.10   (f) ADJ UNCH    2 1
 EY1320
 EY1320.Superseded values are not recommended for survey control.
 EY1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY1320.See file dsdata.txt to determine how the superseded data were derived.
 EY1320
 EY1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE3034537599(NAD 83)
 EY1320_MARKER: DE = TRAVERSE STATION DISK
 EY1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY1320_SP_SET: CONCRETE POST
 EY1320_STAMPING: CAROLINA 1975
 EY1320_MARK LOGO: NCGS  
 EY1320_PROJECTION: RECESSED 10 CENTIMETERS
 EY1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY1320+STABILITY: SURFACE MOTION
 EY1320
 EY1320  HISTORY     - Date     Condition        Report By
 EY1320  HISTORY     - 1975     MONUMENTED       NCGS
 EY1320  HISTORY     - 1978     GOOD             NCGS
 EY1320  HISTORY     - 1987     GOOD             USPSQD
 EY1320
 EY1320                          STATION DESCRIPTION
 EY1320
 EY1320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EY1320'CAROLINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EY1320'IN THE VICINITY OF FREMONT, NORTH CAROLINA.
 EY1320'
 EY1320'CAROLINA IS LOCATED IN FREMONT AND 11.0 MILES NORTH OF
 EY1320'GOLDSBORO.  STATION IS AT THE INTERSECTION OF E. CAROLINA
 EY1320'AND N. GOLDSBORO STREETS, IN THE NORTHWEST QUADRANT JUST EAST
 EY1320'OF THE SEABOARD COAST LINE RAILROAD TRACKS, BETWEEN RAILROAD
 EY1320'AND GOLDSBORO STREET, AND APPROXIMATELY 100 FEET NNE OF
 EY1320'ABANDONED RAILROAD DEPOT.
 EY1320'
 EY1320'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EY1320'CAROLINA 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EY1320'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND.
 EY1320'
 EY1320'MARK IS 23.0 FT SE OF SE RAIL
 EY1320'
 EY1320'13.2 FT NNE OF C/L OF E. CAROLINA STREET
 EY1320'
 EY1320'27.8 FT WNW OF C/L OF N. GOLDSBORO STREET
 EY1320'
 EY1320'46.2 FT SSE OF CENTER OF FRONT DOOR OF SIGNAL BOX
 EY1320'
 EY1320'26.1 FT SSW OF RR WHISTLE SIGN POST WITH ALUMINUM REF. TAG
 EY1320'
 EY1320'42.2 FT NNW OF STREET LIGHT POLE WITH ALUMINUM REF. TAG IN
 EY1320'SOUTHWEST QUADRANT OF INTERSECTION
 EY1320'
 EY1320'53.8 FT W OF TOP OF FIRE HYDRANT SOUTH OF GOLDSBORO ST.
 EY1320'
 EY1320'10.5 FT W OF CONCRETE STREET NAME POST
 EY1320
 EY1320                          STATION RECOVERY (1978)
 EY1320
 EY1320'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978
 EY1320'IN FREMONT.
 EY1320'THE STATION IS AT THE INTERSECTION OF EAST CAROLINA AND NORTH
 EY1320'GOLDSBORO STREETS, IN THE NORTHWEST QUADRANT, BETWEEN THE RAILROAD AND
 EY1320'GOLDSBORO STREET, AND APPROXIMATELY 100 FT. NORTH NORTHEAST OF ABAND-
 EY1320'ONED RAILROAD DEPOT, 23.0 FT. SOUTHEAST OF SOUTHEAST RAIL, 13.2 FT.
 EY1320'NORTH NORTHEAST OF CENTERLINE OF EAST CAROLINA STREET, 27.8 FT. WEST
 EY1320'NORTHWEST OF THE CENTERLINE OF NORTH GOLDSBORO STREET, 46.2 FT. SOUTH
 EY1320'SOUTHEAST OF CENTER OF FRONT DOOR OF SIGNAL BOX, 26.1 FT. SOUTH
 EY1320'SOUTHWEST OF RAILROAD WHISTLE SIGN POST WITH REFERENCE TAG, 42.2 FT.
 EY1320'NORTH NORTHWEST OF STREET LIGHT POLE WITH REFERENCE TAG, 53.8 FT. WEST
 EY1320'OF FIRE HYDRANT AND 10.5 FT. WEST OF CONCRETE STREET NAME POST.
 EY1320
 EY1320                          STATION RECOVERY (1987)
 EY1320
 EY1320'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS)
 EY1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2218 ***********************************************************************
 FA2218  DESIGNATION -  CAROLINA
 FA2218  PID         -  FA2218
 FA2218  STATE/COUNTY-  NC/CABARRUS
 FA2218  USGS QUAD   -  CONCORD (1987)
 FA2218
 FA2218                         *CURRENT SURVEY CONTROL
 FA2218  ___________________________________________________________________
 FA2218* NAD 83(1986)-  35 27 17.     (N)    080 36 06.     (W)     SCALED    
 FA2218* NAVD 88     -       229.16   (+/-2cm)     751.8    (feet)  VERTCON   
 FA2218  ___________________________________________________________________
 FA2218  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FA2218  VERT ORDER  -  THIRD ? (See Below)
 FA2218
 FA2218.The horizontal coordinates were scaled from a topographic map and have
 FA2218.an estimated accuracy of +/- 6 seconds.
 FA2218
 FA2218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2218.The vertical order pertains to the NGVD 29 superseded value.
 FA2218
 FA2218.The geoid height was determined by GEOID03.
 FA2218
 FA2218;                    North         East    Units  Estimated Accuracy
 FA2218;SPC NC       -   190,280.      464,230.      MT  (+/- 180 meters Scaled)
 FA2218
 FA2218                          SUPERSEDED SURVEY CONTROL
 FA2218
 FA2218  NGVD 29 (07/19/86)  229.41   (m)          752.7    (f) LEVELING    3  
 FA2218
 FA2218.Superseded values are not recommended for survey control.
 FA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2218.See file dsdata.txt to determine how the superseded data were derived.
 FA2218
 FA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV361235(NAD 83)
 FA2218_MARKER: DS = TRIANGULATION STATION DISK
 FA2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2218
 FA2218  HISTORY     - Date     Condition        Report By
 FA2218  HISTORY     - 1948     MONUMENTED       CGS
 FA2218  HISTORY     - 1963     GOOD             NCGS
 FA2218  HISTORY     - 1965     GOOD             CGS
 FA2218  HISTORY     - 19981109 MARK NOT FOUND   USPSQD
 FA2218
 FA2218                          STATION DESCRIPTION
 FA2218
 FA2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 FA2218'STATION IS LOCATED AT THE CAROLINA AIRPARK, ABOUT 2 MILES
 FA2218'SOUTHEAST OF KANNAPOLIS AND 4.5 MILES NORTHWEST OF CONCORD.  IT
 FA2218'IS 116 FEET WEST OF THE CENTER OF A DIRT ROAD, 96 FEET SOUTH
 FA2218'OF THE SOUTH EDGE OF THE RUNWAY, AND 5 FEET NORTH OF A WHITE
 FA2218'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 FA2218'STAMPED CAROLINA 1 1948.
 FA2218'
 FA2218'REFERENCE MARK NO. 1 IS 75.43 FEET SOUTHEAST OF THE STATION.  IT
 FA2218'IS 92 FEET WEST OF THE CENTER OF THE DIRT ROAD.  THE MARK PROJECTS
 FA2218'4 INCHES AND THE DISK IS STAMPED CAROLINA NO 1 1948.
 FA2218'
 FA2218'REFERENCE MARK NO 2 IS 87.18 FEET SOUTHWEST OF THE STATION.  IT
 FA2218'IS 88 FEET SOUTH OF THE SOUTH EDGE OF THE RUNWAY.  THE MARK
 FA2218'PROJECTS 4 INCHES AND THE DISK IS STAMPED CAROLINA NO 2 1948.
 FA2218'
 FA2218'AZIMUTH MARK IS 1285.65 FEET WEST OF THE STATION.  IT IS 14
 FA2218'FEET NORTH OF THE SOUTHEAST CORNER OF THE HANGAR, 8 FEET
 FA2218'NORTHWEST OF A BRICK WELL HOUSE, AND 6 INCHES EAST OF THE EAST
 FA2218'WALL OF THE HANGAR.  THE DISK IS SET FLUSH IN A CONCRETE SIDEWALK
 FA2218'AND IS STAMPED CAROLINA 1948.
 FA2218'
 FA2218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 FA2218'29A, WHICH IS SOUTH OF KANNAPOLIS, GO NORTH ON U.S. HIGHWAY 29
 FA2218'FOR 1.05 MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.4 MILE
 FA2218'AT THE NORTH SIDE OF THE AIRPORT TO A FORK, TURN RIGHT AND GO
 FA2218'0.1 MILE ACROSS THE END OF THE RUNWAY, TURN RIGHT OFF THE ROAD
 FA2218'ALONG THE SOUTHEAST SIDE OF THE RUNWAY TO THE TOP OF THE HILL
 FA2218'AND THE STATION AS DESCRIBED.
 FA2218'
 FA2218'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FA2218
 FA2218                          STATION RECOVERY (1963)
 FA2218
 FA2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1963 (ESL)
 FA2218'CAROLINA 1948 GOOD
 FA2218'
 FA2218'RM 1 GOOD
 FA2218'
 FA2218'RM 2 GOOD
 FA2218'
 FA2218'AZ. MARK GOOD
 FA2218'
 FA2218'UNABLE TO SEE FROM CAROLINA TO CAROLINA AZ. BECAUSE OF
 FA2218'SUB-DIVISION BETWEEN STATIONS.
 FA2218
 FA2218                          STATION RECOVERY (1965)
 FA2218
 FA2218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (NCS)
 FA2218'ALL MARKS RECOVERED IN GOOD CONDITION.  THE FORMER AIR PARK
 FA2218'IS BUILT UP WITH HOUSES.
 FA2218'
 FA2218'STATION MARK IS A STANDARD DISK (NOTE 1A7A) SET IN A SQUARE
 FA2218'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 27.0 FEET SOUTHEAST OF
 FA2218'THE APPROXIMATE CENTER OF AN ELEVATED WATER TANK, 21.8 FEET
 FA2218'NORTHEAST OF THE SOUTHWEST LEG AND 16.6 FEET SOUTH OF THE
 FA2218'SOUTHEAST LEG OF THE TANK.
 FA2218'
 FA2218'RM 1 (NOTE 11A) PROJECTS 3 INCHES AND IS 30 FEET SOUTHEAST OF
 FA2218'THE CENTER OF A DIRT ROAD.
 FA2218'
 FA2218'RM 2 IS FLUSH (NOTE 11A), AND IS 72 FEET WEST OF THE SOUTHWEST
 FA2218'LEG OF THE WATER TANK.  RM 1 TO RM 2 (MEASURED WITH A CLOTH
 FA2218'TAPE) IS 114.6 FEET.
 FA2218'
 FA2218'AZIMUTH MARK IS A STANDARD DISK SET IN THE CONCRETE WALK OF
 FA2218'A FORMER HANGAR, NOW THE SHOP AND OFFICE OF C. G. TATE
 FA2218'CONSTRUCTION CO.  IT IS NOT V.G. FROM THE STATION.
 FA2218'
 FA2218'THE STEEL WATER TANK IS CYLINDRICAL WITH A CONICAL ROOF THAT
 FA2218'IS ABOUT 50 FEET ABOVE GROUND.  IT RESTS ON I BEAMS SUPPORTED
 FA2218'BY 4 STEEL LEGS THAT ARE SET ON LARGE CONCRETE FOOTINGS.  IT IS
 FA2218'ON THE HIGHEST POINT OF LAND IN THE VICINITY.
 FA2218'
 FA2218'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 FA2218'HIGHWAY 75, GO NORTHEAST AND NORTH ON U.S. 29 FOR 2.0 MILES
 FA2218'TO MT. OLIVET ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.4
 FA2218'MILE TO CROSSROADS, TURN RIGHT AND GO SOUTH 0.2 MILES TO STATION.
 FA2218
 FA2218                          STATION RECOVERY (1998)
 FA2218
 FA2218'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3197 ***********************************************************************
 FA3197  DESIGNATION -  CAROLINA
 FA3197  PID         -  FA3197
 FA3197  STATE/COUNTY-  NC/GASTON
 FA3197  USGS QUAD   -  GASTONIA SOUTH (1993)
 FA3197
 FA3197                         *CURRENT SURVEY CONTROL
 FA3197  ___________________________________________________________________
 FA3197* NAD 83(2001)-  35 09 31.53636(N)    081 12 31.06026(W)     ADJUSTED  
 FA3197* NAVD 88     -       219.6    (meters)     720.     (feet)  VERTCON   
 FA3197  ___________________________________________________________________
 FA3197  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 FA3197  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 FA3197  HORZ ORDER  -  SECOND
 FA3197
 FA3197.The horizontal coordinates were established by classical geodetic methods
 FA3197.and adjusted by the National Geodetic Survey in August 2005.
 FA3197
 FA3197.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3197
 FA3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3197
 FA3197.The geoid height was determined by GEOID03.
 FA3197
 FA3197;                    North         East     Units Scale Factor Converg.
 FA3197;SPC NC       -   158,511.835   408,411.799   MT  0.99987390   -1 16 29.1
 FA3197;SPC NC       -   520,050.91  1,339,931.04   sFT  0.99987390   -1 16 29.1
 FA3197;UTM  17      - 3,890,669.107   480,999.193   MT  0.99960445   -0 07 12.5
 FA3197
 FA3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3197!SPC NC       -   0.99997043  x   0.99987390  =   0.99984433
 FA3197!UTM  17      -   0.99997043  x   0.99960445  =   0.99957489
 FA3197
 FA3197|---------------------------------------------------------------------|
 FA3197| PID    Reference Object                     Distance      Geod. Az  |
 FA3197|                                                           dddmmss.s |
 FA3197| FA3660 CAROLINA RM 1                        37.992 METERS 03805     |
 FA3197| FA3661 CAROLINA RM 2                        33.321 METERS 12243     |
 FA3197| FA3659 CAROLINA AZ MK                                     1552326.9 |
 FA3197|---------------------------------------------------------------------|
 FA3197
 FA3197                          SUPERSEDED SURVEY CONTROL
 FA3197
 FA3197  NAD 83(1986)-  35 09 31.55607(N)    081 12 31.05925(W) AD(       ) 2
 FA3197  NAD 27      -  35 09 31.04900(N)    081 12 31.79000(W) AD(       ) 2
 FA3197  NGVD 29 (07/19/86)  219.8    (m)          721.     (f) VERT ANG    3  
 FA3197
 FA3197.Superseded values are not recommended for survey control.
 FA3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3197.See file dsdata.txt to determine how the superseded data were derived.
 FA3197
 FA3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMU8099990669(NAD 83)
 FA3197_MARKER: DS = TRIANGULATION STATION DISK
 FA3197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3197_SP_SET: CONCRETE POST
 FA3197_STAMPING: CAROLINA 1935
 FA3197_MARK LOGO: CGS   
 FA3197_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3197+STABILITY: SURFACE MOTION
 FA3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA3197+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1988
 FA3197
 FA3197  HISTORY     - Date     Condition        Report By
 FA3197  HISTORY     - 1935     MONUMENTED       CGS
 FA3197  HISTORY     - 1935     GOOD             CGS
 FA3197  HISTORY     - 1981     GOOD             NGS
 FA3197  HISTORY     - 19881103 GOOD             NCGS
 FA3197  HISTORY     - 19920819 GOOD             USPSQD
 FA3197  HISTORY     - 19991201 GOOD             USPSQD
 FA3197  HISTORY     - 20010331 GOOD             NGS
 FA3197
 FA3197                          STATION DESCRIPTION
 FA3197
 FA3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 FA3197'ABOUT 3 MILES NORTH OF CLOVER, S. C.  TO REACH FROM CAROLINA
 FA3197'AND NORTHWESTERN RAILWAY DEPOT IN CLOVER, GO 3.3 MILES NORTH ON
 FA3197'U. S. HIGHWAY 321 TO BOWLING GREEN POST OFFICE (PETTYS STORE),
 FA3197'TURN LEFT ON T-ROAD 0.3 MILE TO ANOTHER T-ROAD AND TURN RIGHT
 FA3197'0.1 MILE TO MR. WILSONS RESIDENCE AND STATION LOCATED 41 FEET
 FA3197'SOUTHWEST OF HOUSE, 38 FEET EAST OF BARN AND GARAGE, 30 FEET
 FA3197'(MEASURED PERPENDICULARLY) NORTH-NORTHEAST FROM REPUTED
 FA3197'POSITION OF NORTH CAROLINA-SOUTH CAROLINA STATE LINE, AND 8
 FA3197'FEET SOUTHWEST OF CENTER LINE OF DRIVEWAY.  SURFACE AND
 FA3197'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE, NOTES 1A
 FA3197'AND 7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 FA3197'MARKS ARE STANDARD DISKS IN CONCRETE, NOTE 11A.  REFERENCE
 FA3197'MARK NO. 1 PROJECTS 3 INCHES AND IS 45 FEET NORTH OF 30-INCH
 FA3197'PECAN TREE, 27.5 FEET NORTHEAST OF 20-INCH PECAN TREE, 3 FEET
 FA3197'SOUTHEAST OF BARBED-WIRE BARNYARD FENCE LINE, AND 37.992
 FA3197'METERS (124.64 FEET) FROM STATION N 38 DEG 05 MIN E.
 FA3197'REFERENCE MARK NO. 2 IS 43.7 FEET SOUTHEAST OF
 FA3197'HOUSE, 6.7 FEET NORTHEAST OF 14-INCH PECAN TREE, AND 33.321
 FA3197'METERS (109.32 FEET) FROM THE STATION S 57 DEG 17 MIN E.
 FA3197'AZIMUTH MARK PROJECTS 1 INCHE AND IS 25 PACES WEST OF
 FA3197'BARNYARD FENCE, 11 PACES NORTH OF DIRT ROAD, 4 PACES NORTH OF
 FA3197'TELEPHONE POLE, AND 0.25 MILE FROM STATION S 24 DEG 36 MIN E.
 FA3197'33 SEC.  JACKSON (SEE DESCRIPTION THEREOF) IS 4 MILES
 FA3197'NORTH-NORTHEAST OF STATION N 32 DEG 52 MIN E.
 FA3197
 FA3197                          STATION RECOVERY (1935)
 FA3197
 FA3197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 FA3197'RECOVERED IN GOOD CONDITION.
 FA3197
 FA3197                          STATION RECOVERY (1981)
 FA3197
 FA3197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 FA3197'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FA3197'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT MAY
 FA3197'STILL BE IN PLACE PROBABLY NEED TO TURN THE ANGLE TO FIND IT.  IT IS
 FA3197'BLOCKED BY PINE TREES AT PRESENT.  A NEW DESCRIPTION FOLLOWS.
 FA3197'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF CLOVER, SOUTH
 FA3197'CAROLINA, 0.8 KM (0.5 MI) NORTHWEST OF BOWLING GREEN AND NEAR THE
 FA3197'NORTH CAROLINA-SOUTH CAROLINA STATE LINE.  IT IS ON PROPERTY OWNED BY
 FA3197'THE CARL MCCALLY FARMS.
 FA3197'TO REACH THE STATION FROM THE BOWLING GREEN POST OFFICE, GO NORTH ON
 FA3197'U.S. HIGHWAY 321 FOR 0.6 KM (0.4 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 FA3197'AND GO NORTHWEST ON COUNTY ROAD S-46-42 FOR 0.5 KM (0.3 MI) TO A
 FA3197'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR
 FA3197'0.2 KM (0.1 MI) TO THE HOUSE AND THE STATION.
 FA3197'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 FA3197'---CAROLINA 1935---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 FA3197'CM ON SIDE FLUSH WITH THE GROUND LOCATED 15.2 METERS WNW FROM THE
 FA3197'SOUTHWEST CORNER OF THE HOUSE, 13.7 METERS WSW FROM THE NORTHWEST
 FA3197'CORNER OF THE HOUSE, 12.2 METERS SSW FROM A 40-INCH CEDAR TREE, AND
 FA3197'4.3 METERS NNE FROM A POWERLINE POLE.
 FA3197'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 FA3197'STAMPED---CAROLINA NO 1 1935---SET INTO THE TOP OF A SQUARE
 FA3197'CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH THE GROUND LOCATED 27.1
 FA3197'METERS E FROM THE CENTER OF A FIELD ROAD AT WEST SIDE OF HOUSE, 25.8
 FA3197'METERS NE FROM THE NORTHWEST CORNER OF THE HOUSE, 14.0 METERS NNE
 FA3197'FROM A 45-INCH OAK TREE, AND 10.1 METERS SSW FROM A 28-INCH PECAN
 FA3197'TREE.
 FA3197'
 FA3197'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 FA3197'STAMPED---CAROLINA NO 2 1935---SET INTO THE TOP OF A SQUARE
 FA3197'CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH THE GROUND, LOCATED
 FA3197'22.4 METERS E FROM THE CENTER OF A FIELD ROAD AT WEST SIDE OF HOUSE,
 FA3197'13.4 METERS S FROM THE SOUTHEAST CORNER OF THE HOUSE, 9.6 METERS SW
 FA3197'FROM A 36 INCH OAK TREE, AND 2.1 METERS NE FROM A 30 INCH ELM TREE.
 FA3197
 FA3197                          STATION RECOVERY (1988)
 FA3197
 FA3197'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988
 FA3197'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF CLOVER, SOUTH
 FA3197'CAROLINA, 0.8 KM (0.5 MI) NORTHWEST OF BOWLING GREEN AND NEAR THE
 FA3197'NORTH CAROLINA-SOUTH CAROLINA STATE LINE.  IT IS ON PROPERTY OWNED BY
 FA3197'THE CARL MCCALLY FARMS.
 FA3197'TO REACH THE STATION FROM THE BOWLING GREEN POST OFFICE, GO NORTH ON
 FA3197'U.S. HIGHWAY 321 FOR 0.6 KM (0.4 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 FA3197'AND GO NORTHWEST ON COUNTY ROAD S-46-42 FOR 0.5 KM (0.3 MI) TO A
 FA3197'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR
 FA3197'0.2 KM (0.1 MI) TO THE HOUSE AND THE STATION.
 FA3197'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 FA3197'---CAROLINA 1935---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 FA3197'CM ON SIDE FLUSH WITH THE GROUND LOCATED 15.2 METERS WNW FROM THE
 FA3197'SOUTHWEST CORNER OF THE HOUSE, 13.7 METERS WSW FROM THE NORTHWEST
 FA3197'CORNER OF THE HOUSE, 12.2 METERS SSW FROM A 40-INCH CEDAR TREE, AND
 FA3197'4.3 METERS NNE FROM A POWERLINE POLE.
 FA3197
 FA3197                          STATION RECOVERY (1992)
 FA3197
 FA3197'RECOVERY NOTE BY US POWER SQUADRON 1992 (OEK)
 FA3197'RECOVERED IN GOOD CONDITION.
 FA3197
 FA3197                          STATION RECOVERY (1999)
 FA3197
 FA3197'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA3197'RECOVERED IN GOOD CONDITION.
 FA3197
 FA3197                          STATION RECOVERY (2001)
 FA3197
 FA3197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 FA3197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2831 ***********************************************************************
 EB2831  DESIGNATION -  CAROLINA
 EB2831  PID         -  EB2831
 EB2831  STATE/COUNTY-  NC/RICHMOND
 EB2831  USGS QUAD   -  MARSTON (1982)
 EB2831
 EB2831                         *CURRENT SURVEY CONTROL
 EB2831  ___________________________________________________________________
 EB2831* NAD 83(2001)-  34 58 36.46383(N)    079 36 34.08253(W)     ADJUSTED  
 EB2831* NAVD 88     -       134.5    (meters)     441.     (feet)  VERTCON   
 EB2831  ___________________________________________________________________
 EB2831  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EB2831  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 EB2831  HORZ ORDER  -  SECOND
 EB2831
 EB2831.The horizontal coordinates were established by classical geodetic methods
 EB2831.and adjusted by the National Geodetic Survey in August 2005.
 EB2831
 EB2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2831
 EB2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2831
 EB2831.The geoid height was determined by GEOID03.
 EB2831
 EB2831;                    North         East     Units Scale Factor Converg.
 EB2831;SPC NC       -   136,259.443   553,955.160   MT  0.99988404   -0 21 06.4
 EB2831;SPC NC       -   447,044.52  1,817,434.55   sFT  0.99988404   -0 21 06.4
 EB2831;UTM  17      - 3,871,352.815   626,928.522   MT  0.99979856   +0 47 50.0
 EB2831
 EB2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2831!SPC NC       -   0.99998385  x   0.99988404  =   0.99986789
 EB2831!UTM  17      -   0.99998385  x   0.99979856  =   0.99978241
 EB2831
 EB2831:                Primary Azimuth Mark                     Grid Az
 EB2831:SPC NC       -  MOTOR                                    109 00 08.0
 EB2831:UTM  17      -  MOTOR                                    107 51 11.6
 EB2831
 EB2831|---------------------------------------------------------------------|
 EB2831| PID    Reference Object                     Distance      Geod. Az  |
 EB2831|                                                           dddmmss.s |
 EB2831| EB1549 MOTOR                               APPROX. 0.6 KM 1083901.6 |
 EB2831| EB2830 DRAGWAY                             APPROX. 0.5 KM 2683953.8 |
 EB2831|---------------------------------------------------------------------|
 EB2831
 EB2831                          SUPERSEDED SURVEY CONTROL
 EB2831
 EB2831  NAD 83(1986)-  34 58 36.46713(N)    079 36 34.08904(W) AD(       ) 2
 EB2831  NAD 27      -  34 58 35.91093(N)    079 36 34.90367(W) AD(       ) 2
 EB2831  NGVD 29 (07/19/86)  134.8    (m)          442.     (f) VERT ANG    3  
 EB2831
 EB2831.Superseded values are not recommended for survey control.
 EB2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2831.See file dsdata.txt to determine how the superseded data were derived.
 EB2831
 EB2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU2692971353(NAD 83)
 EB2831_MARKER: DE = TRAVERSE STATION DISK
 EB2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2831_STAMPING: CAROLINA 1972
 EB2831_MARK LOGO: NCGS  
 EB2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2831+STABILITY: SURFACE MOTION
 EB2831
 EB2831  HISTORY     - Date     Condition        Report By
 EB2831  HISTORY     - 1972     MONUMENTED       NCGS
 EB2831
 EB2831                          STATION DESCRIPTION
 EB2831
 EB2831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EB2831'CAROLINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2831'THE VICINITY OF MARSTON, NORTH CAROLINA.
 EB2831'
 EB2831'CAROLINA IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF MARSTON AND
 EB2831'9.5 MILES ENE OF ROCKINGHAM.  TO REACH STATION FROM THE INTERSECTION
 EB2831'OF US 1 AND NC 177 ENE OF ROCKINGHAM, PROCEED WEST ALONG US 1 FOR
 EB2831'0.45 MILE TO STATION ON LEFT, 1.45 MILES EAST OF INTERSECTION WITH SR
 EB2831'1605, IN FRONT OF NORTH CAROLINA MOTOR SPEEDWAY, AND APPROXIMATELY
 EB2831'400 FEET NORTHEAST OF SPEEDWAY GRANDSTAND.
 EB2831'
 EB2831'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CAROLINA
 EB2831'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EB2831'FLUSH WITH THE GROUND.
 EB2831'
 EB2831'MARK IS
 EB2831'
 EB2831'34.7 FEET S OF C/L OF US 1.
 EB2831'33.1 FEET E OF 8 INCH PINE WITH ALUMINUM REF. TAG.
 EB2831'48.4 FEET E OF N END OF N. C. MOTOR SPEEDWAY SIGN.
 EB2831'69.0 FEET NE OF S END OF SAME SIGN.
 EB2831'125.9 FEET WNW OF R/W MARKER ON S SIDE OF US 1.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1957 ***********************************************************************
 EA1957  DESIGNATION -  CAROLINA
 EA1957  PID         -  EA1957
 EA1957  STATE/COUNTY-  NC/CARTERET
 EA1957  USGS QUAD   -  MANSFIELD (1994)
 EA1957
 EA1957                         *CURRENT SURVEY CONTROL
 EA1957  ___________________________________________________________________
 EA1957* NAD 83(2001)-  34 43 21.99842(N)    076 45 35.71714(W)     ADJUSTED  
 EA1957* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EA1957  ___________________________________________________________________
 EA1957  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EA1957  GEOID HEIGHT-         -37.45  (meters)                     GEOID03
 EA1957  HORZ ORDER  -  THIRD
 EA1957
 EA1957.The horizontal coordinates were established by classical geodetic methods
 EA1957.and adjusted by the National Geodetic Survey in August 2005.
 EA1957
 EA1957.The orthometric height was scaled from a topographic map.
 EA1957
 EA1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1957
 EA1957.The geoid height was determined by GEOID03.
 EA1957
 EA1957;                    North         East     Units Scale Factor Converg.
 EA1957;SPC NC       -   110,225.974   814,746.310   MT  0.99991492   +1 17 34.5
 EA1957;SPC NC       -   361,633.05  2,673,046.85   sFT  0.99991492   +1 17 34.5
 EA1957;UTM  18      - 3,843,710.804   338,855.536   MT  0.99992006   -1 00 09.6
 EA1957
 EA1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1957!SPC NC       -   1.00000561  x   0.99991492  =   0.99992053
 EA1957!UTM  18      -   1.00000561  x   0.99992006  =   0.99992567
 EA1957
 EA1957:                Primary Azimuth Mark                     Grid Az
 EA1957:SPC NC       -  LUMP                                     147 17 34.3
 EA1957:UTM  18      -  LUMP                                     149 35 18.4
 EA1957
 EA1957|---------------------------------------------------------------------|
 EA1957| PID    Reference Object                     Distance      Geod. Az  |
 EA1957|                                                           dddmmss.s |
 EA1957| EA1862 LUMP                                APPROX. 2.1 KM 1483508.8 |
 EA1957| EA1946 BEACON A                            APPROX. 3.9 KM 2683452.1 |
 EA1957|---------------------------------------------------------------------|
 EA1957
 EA1957                          SUPERSEDED SURVEY CONTROL
 EA1957
 EA1957  NAD 83(1986)-  34 43 22.00812(N)    076 45 35.72466(W) AD(       ) 3
 EA1957  NAD 27      -  34 43 21.42936(N)    076 45 36.95692(W) AD(       ) 3
 EA1957
 EA1957.Superseded values are not recommended for survey control.
 EA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1957.See file dsdata.txt to determine how the superseded data were derived.
 EA1957
 EA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD3885643711(NAD 83)
 EA1957
 EA1957  HISTORY     - Date     Condition        Report By
 EA1957  HISTORY     - 1890     MONUMENTED       CGS
 EA1957  HISTORY     - 1915     GOOD             CGS
 EA1957  HISTORY     - 1927     POOR             CGS
 EA1957  HISTORY     - 1946     MARK NOT FOUND   CGS
 EA1957
 EA1957                          STATION DESCRIPTION
 EA1957
 EA1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 EA1957'ON THE N SIDE OF BOGUE SOUND, ABOUT 2 MILES W FROM MOREHEAD
 EA1957'CITY, BETWEEN TWO FISH FACTORIES, OR ABOUT 65 YARDS E FROM
 EA1957'THE GUTHRIE FACTORY AND 100 YARDS W FROM THE WALLACE FACTORY.  IN
 EA1957'1908, THE LAND ON WHICH THE STATION WAS LOCATED WAS OWNED BY
 EA1957'J.C. BANKS, AND BERRY MANNING LIVED ON THE POINT.
 EA1957'
 EA1957'THE UNDERGROUND MARK IS A CYLINDRICAL CROCK OF RED EARTHENWARE,
 EA1957'6 INCHES IN DIAMETER, WITH A FLANGE OR ENLARGED RIM AT ITS
 EA1957'UPPER END, BURIED 3 FEET BELOW SURFACE OF THE GROUND.  THE
 EA1957'SURFACE STATION MARK IS A 6-INCH SQUARE MARBLE POST WITH A DRILL
 EA1957'HOLE IN THE TOP, MARKED WITH THE LETTERS U.S.C.S. ON ITS UPPER
 EA1957'SURFACE.  THE TOP OF THE POST IS 6 INCHES BELOW THE SURFACE OF
 EA1957'THE GROUND WHICH IS USUALLY UNDER CULTIVATION.  THE REFERENCE
 EA1957'MARKS (1908) ARE NAILS IN 3- BY 3 1/2-INCH CEDAR POSTS.
 EA1957'
 EA1957'DISTANCES AND MAGNETIC BEARINGS (1908) FROM THE STATION ARE
 EA1957'AS FOLLOWS--TO REFERENCE MARK NO. 1, A CEDAR POST WITH 5 NAILS,
 EA1957'1.82 METERS (5.97 FEET) BEARING N 40 DEG E.  TO REFERENCE MARK
 EA1957'NO. 2, A CEDAR POST WITH 6 NAILS, 2.08 METERS (6.82 FEET)
 EA1957'BEARING S 45 DEG E.  TO REFERENCE MARK NO. 3, A CEDAR POST WITH
 EA1957'7 NAILS, 2.08 METERS (6.82 FEET), BEARING S 42 DEG W, TO THE
 EA1957'SW CORNER OF A SHED, 36.8 METERS (120.7 FEET) BEARING S 21 DEG
 EA1957'W.  TO THE NW CORNER OF THE BRICK FOUNDATION WHICH SUPPORTED
 EA1957'AN OLD FISH FACTORY, 37.8 METERS (124 FEET) BEARING N 70 DEG
 EA1957'W.  TO THE NE CORNER OF MANNINGS HOUSE, 7.0 METERS (23 FEET)
 EA1957'BEARING N, 33 DEG E.  DISTANCES AND BEARINGS FROM THE
 EA1957'STATION (TAKEN IN 1915) ARE AS FOLLOWS--TO A LONE CEDAR
 EA1957'LEANING OVER THE BANK, 13.2 METERS (43.3 FEET), S 32 DEG 12
 EA1957'MIN W.  TO THE NEAREST EDGE OF THE LARGE CHIMNEY OF R.W.
 EA1957'TAYLORS FACTORY (TAYLORS DUST CHAMBER) 19.64 METERS
 EA1957'(64.4 FEET), N 51 DEG 16 MIN E.
 EA1957
 EA1957                          STATION RECOVERY (1927)
 EA1957
 EA1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1957'THE STATION MARKS HAVE BEEN DESTROYED.  A DEEP PIT HAS BEEN
 EA1957'LOCATED ON SITE OF STATION.
 EA1957'
 EA1957'THE REFERENCE MARKS WERE FOUND TO BE IN FAIRLY GOOD
 EA1957'CONDITION.  MANNINGS HOUSE AND THE LARGE CHIMNEY OF R.W. TAYLORS
 EA1957'FACTORY WERE FOUND AS DESCRIBED.
 EA1957'
 EA1957'ORIGINAL DESCRIPTION APPEARS TO HAVE BEEN ADEQUATE.
 EA1957
 EA1957                          STATION RECOVERY (1946)
 EA1957
 EA1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RJS)
 EA1957'THIS STATION WAS REPORTED DESTROYED BY F.L.P. IN 1927.  A
 EA1957'THOROUGH SEARCH WAS MADE FOR THE REFERENCE MARKS AS DESCRIBED
 EA1957'BUT THEY WERE NOT RECOVERED.  THE MANNING HOUSE HAS BEEN
 EA1957'DESTROYED AND THE TAYLOR FACTORY CHIMNEY HAS BEEN REBUILT.  THE
 EA1957'REFERENCE MARKS ARE LOST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DD2629 ***********************************************************************
 DD2629  DESIGNATION -  CAROLINA
 DD2629  PID         -  DD2629
 DD2629  STATE/COUNTY-  NC/BRUNSWICK
 DD2629  USGS QUAD   -  CALABASH (1990)
 DD2629
 DD2629                         *CURRENT SURVEY CONTROL
 DD2629  ___________________________________________________________________
 DD2629* NAD 83(2001)-  33 54 22.29327(N)    078 35 09.69178(W)     ADJUSTED  
 DD2629* NAVD 88     -        14.1    (meters)      46.     (feet)  VERTCON   
 DD2629  ___________________________________________________________________
 DD2629  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DD2629  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 DD2629  HORZ ORDER  -  SECOND
 DD2629
 DD2629.The horizontal coordinates were established by classical geodetic methods
 DD2629.and adjusted by the National Geodetic Survey in August 2005.
 DD2629
 DD2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 DD2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DD2629
 DD2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 DD2629
 DD2629.The geoid height was determined by GEOID03.
 DD2629
 DD2629;                    North         East     Units Scale Factor Converg.
 DD2629;SPC NC       -    17,407.704   647,893.620   MT  1.00014562   +0 14 20.2
 DD2629;SPC NC       -    57,111.78  2,125,630.98   sFT  1.00014562   +0 14 20.2
 DD2629;UTM  17      - 3,754,378.639   723,195.199   MT  1.00021415   +1 20 49.8
 DD2629
 DD2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DD2629!SPC NC       -   1.00000332  x   1.00014562  =   1.00014894
 DD2629!UTM  17      -   1.00000332  x   1.00021415  =   1.00021747
 DD2629
 DD2629:                Primary Azimuth Mark                     Grid Az
 DD2629:SPC NC       -  PLEASANT                                 025 57 17.5
 DD2629:UTM  17      -  PLEASANT                                 024 50 47.9
 DD2629
 DD2629|---------------------------------------------------------------------|
 DD2629| PID    Reference Object                     Distance      Geod. Az  |
 DD2629|                                                           dddmmss.s |
 DD2629| DD2631 PLEASANT                            APPROX. 3.3 KM 0261137.7 |
 DD2629|---------------------------------------------------------------------|
 DD2629
 DD2629                          SUPERSEDED SURVEY CONTROL
 DD2629
 DD2629  NAD 83(1986)-  33 54 22.30296(N)    078 35 09.69865(W) AD(       ) 2
 DD2629  NAD 27      -  33 54 21.68096(N)    078 35 10.65789(W) AD(       ) 2
 DD2629  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG    3  
 DD2629
 DD2629.Superseded values are not recommended for survey control.
 DD2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DD2629.See file dsdata.txt to determine how the superseded data were derived.
 DD2629
 DD2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQT2319554379(NAD 83)
 DD2629_MARKER: DE = TRAVERSE STATION DISK
 DD2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DD2629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DD2629_STAMPING: CAROLINA 1975
 DD2629_MARK LOGO: NCGS  
 DD2629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DD2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DD2629+STABILITY: SURFACE MOTION
 DD2629
 DD2629  HISTORY     - Date     Condition        Report By
 DD2629  HISTORY     - 1975     MONUMENTED       NCGS
 DD2629  HISTORY     - 1987     GOOD             USPSQD
 DD2629  HISTORY     - 19910427 GOOD             USPSQD
 DD2629  HISTORY     - 19980915 MARK NOT FOUND   NCGS
 DD2629  HISTORY     - 19980915 MARK NOT FOUND   NCGS
 DD2629  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 DD2629  HISTORY     - 20040708 MARK NOT FOUND   USPSQD
 DD2629
 DD2629                          STATION DESCRIPTION
 DD2629
 DD2629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JDB)
 DD2629'CAROLINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 DD2629'IN THE VICINITY OF CALABASH, NORTH CAROLINA.
 DD2629'
 DD2629'CAROLINA IS LOCATED APPROXIMATELY 12.2 MILES WSW OF SHALLOTTE,
 DD2629'AND 1.5 MILES NW OF CALABASH.  TO REACH STATION FROM THE CROSSING
 DD2629'OF THE NORTH CAROLINA - SOUTH CAROLINA LINE ON U.S. 17, PROCEED NE
 DD2629'ALONG U.S. 17 FOR 0.85 MILE TO STATION ON THE LEFT SHOULDER, IN
 DD2629'THE WEST QUADRANT OF THE INTERSECTION WITH SR 1300 AND SR 1168.
 DD2629'
 DD2629'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 DD2629'CAROLINA 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 DD2629'WHICH IS 4 INCHES BELOW THE GROUND.
 DD2629'
 DD2629'MARK IS 18.2 FT NW OF C/L OF U.S. 17
 DD2629'
 DD2629'34.5 FT SW OF C/L OF SR 1300
 DD2629'
 DD2629'156.7 FT WNW OF PP WITH ALUMINUM REF. TAG
 DD2629'
 DD2629'128.2 FT NNW OF NW CREOSOTE POST OF CAROLINA SHORES BILLBOARD
 DD2629'WITH ALUMINUM REF. TAG
 DD2629'
 DD2629'173.2 FT NE OF 10 IN OAK WITH ALUMINUM REF. TAG
 DD2629
 DD2629                          STATION RECOVERY (1987)
 DD2629
 DD2629'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 DD2629'RECOVERED IN GOOD CONDITION.
 DD2629
 DD2629                          STATION RECOVERY (1991)
 DD2629
 DD2629'RECOVERY NOTE BY US POWER SQUADRON 1991 (CAW)
 DD2629'RECOVERED IN GOOD CONDITION.
 DD2629
 DD2629                          STATION RECOVERY (1998)
 DD2629
 DD2629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD2629'NOT FOUND, REFERENCE SITE FALLS IN PAVEMENT OF EXPANDED INTERSECTION.
 DD2629
 DD2629                          STATION RECOVERY (1998)
 DD2629
 DD2629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (WLL)
 DD2629'NOT FOUND, REFERENCE SITE FALLS IN PAVEMENT OF EXPANDED INTERSECTION.
 DD2629
 DD2629                          STATION RECOVERY (2001)
 DD2629
 DD2629'RECOVERY NOTE BY US POWER SQUADRON 2001 (LFH)
 DD2629'SEARCHED NW QUADRANT OF US 17 AND SR 1300 WITH MICRONTA 4001.
 DD2629
 DD2629                          STATION RECOVERY (2004)
 DD2629
 DD2629'RECOVERY NOTE BY US POWER SQUADRON 2004
 DD2629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3539 ***********************************************************************
 FB3539  DESIGNATION -  CAROLINA
 FB3539  PID         -  FB3539
 FB3539  STATE/COUNTY-  NC/MACON
 FB3539  USGS QUAD   -  FRANKLIN (1946)
 FB3539
 FB3539                         *CURRENT SURVEY CONTROL
 FB3539  ___________________________________________________________________
 FB3539* NAD 83(2001)-  35 08 22.66358(N)    083 23 53.58053(W)     ADJUSTED  
 FB3539* NAVD 88     -       653.6    (meters)    2144.     (feet)  VERTCON   
 FB3539  ___________________________________________________________________
 FB3539  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 FB3539  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 FB3539  HORZ ORDER  -  SECOND
 FB3539
 FB3539.The horizontal coordinates were established by classical geodetic methods
 FB3539.and adjusted by the National Geodetic Survey in August 2005.
 FB3539
 FB3539.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3539
 FB3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3539
 FB3539.The geoid height was determined by GEOID03.
 FB3539
 FB3539;                    North         East     Units Scale Factor Converg.
 FB3539;SPC NC       -   163,028.167   208,960.702   MT  0.99987450   -2 32 18.7
 FB3539;SPC NC       -   534,868.24    685,565.24   sFT  0.99987450   -2 32 18.7
 FB3539;UTM  17      - 3,891,160.338   281,509.438   MT  1.00018837   -1 22 51.2
 FB3539
 FB3539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3539!SPC NC       -   0.99990186  x   0.99987450  =   0.99977637
 FB3539!UTM  17      -   0.99990186  x   1.00018837  =   1.00009021
 FB3539
 FB3539                          SUPERSEDED SURVEY CONTROL
 FB3539
 FB3539  NAD 83(1995)-  35 08 22.66363(N)    083 23 53.58030(W) AD(       ) 2
 FB3539  NAD 83(1986)-  35 08 22.66864(N)    083 23 53.60011(W) AD(       ) 2
 FB3539  NGVD 29 (09/18/91)  653.7    (m)         2145.     (f) VERT ANG    3  
 FB3539
 FB3539.Superseded values are not recommended for survey control.
 FB3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3539.See file dsdata.txt to determine how the superseded data were derived.
 FB3539
 FB3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8150991160(NAD 83)
 FB3539_MARKER: DH = HORIZONTAL CONTROL DISK
 FB3539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3539_STAMPING: CAROLINA 1978
 FB3539_MARK LOGO: NCGS  
 FB3539_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3539+STABILITY: SURFACE MOTION
 FB3539
 FB3539  HISTORY     - Date     Condition        Report By
 FB3539  HISTORY     - 1978     MONUMENTED       NCGS
 FB3539  HISTORY     - 1985     GOOD             USPSQD
 FB3539  HISTORY     - 19931208 SEE DESCRIPTION  NCGS
 FB3539
 FB3539                          STATION DESCRIPTION
 FB3539
 FB3539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3539'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTH OF UNION AND 3.1
 FB3539'MILES SOUTH-SOUTHWEST OF FRANKLIN.
 FB3539'
 FB3539'TO REACH THE STATION FROM THE US 441 OVERPASS OF US 64 SOUTH OF
 FB3539'FRANKLIN, PROCEED SOUTH ALONG US 441 FOR 1.9 MILES TO STATION IN RIGHT
 FB3539'SHOULDER NEAR NORTH ENTRANCE TO THE CAROLINA MOTEL.
 FB3539'
 FB3539'STATION MARK IS A STANDARD DISK STAMPED---CAROLINA 1978---SET IN TOP
 FB3539'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS
 FB3539'21.7 FEET WEST OF THE CENTERLINE OF US 441, 81.5 FEET NORTHEAST OF
 FB3539'POWER POLE WITH TRANSFORMER IN YARD AND REFERENCE TAG, 74.1 FEET
 FB3539'SOUTHEAST OF LIGHT POLE WITH REFERENCE TAG, AND 80.8 FEET SOUTH OF
 FB3539'SOUTH END OF CONCRETE CULVERT UNDER NORTH ENTRANCE TO MOTEL.
 FB3539
 FB3539                          STATION RECOVERY (1985)
 FB3539
 FB3539'RECOVERY NOTE BY US POWER SQUADRON 1985 (JEH)
 FB3539'RECOVERED IN GOOD CONDITION.
 FB3539
 FB3539                          STATION RECOVERY (1993)
 FB3539
 FB3539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (PAC)
 FB3539'SEARCHED FOR BUT NOT FOUND. MAYBE LOST TO US 441 ROAD IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4899 ***********************************************************************
 FA4899  DESIGNATION -  CAROLINA
 FA4899  PID         -  FA4899
 FA4899  STATE/COUNTY-  NC/CATAWBA
 FA4899  USGS QUAD   -  MAIDEN (1993)
 FA4899
 FA4899                         *CURRENT SURVEY CONTROL
 FA4899  ___________________________________________________________________
 FA4899* NAD 83(2001)-  35 34 35.46677(N)    081 12 50.85027(W)     ADJUSTED  
 FA4899* NAVD 88     -       269.8    (meters)     885.     (feet)  VERTCON   
 FA4899  ___________________________________________________________________
 FA4899  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 FA4899  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 FA4899  HORZ ORDER  -  SECOND
 FA4899
 FA4899.The horizontal coordinates were established by classical geodetic methods
 FA4899.and adjusted by the National Geodetic Survey in August 2005.
 FA4899
 FA4899.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4899
 FA4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4899
 FA4899.The geoid height was determined by GEOID03.
 FA4899
 FA4899;                    North         East     Units Scale Factor Converg.
 FA4899;SPC NC       -   204,854.937   408,944.687   MT  0.99988860   -1 16 40.5
 FA4899;SPC NC       -   672,094.91  1,341,679.36   sFT  0.99988860   -1 16 40.5
 FA4899;UTM  17      - 3,937,000.921   480,598.753   MT  0.99960464   -0 07 28.5
 FA4899
 FA4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4899!SPC NC       -   0.99996264  x   0.99988860  =   0.99985125
 FA4899!UTM  17      -   0.99996264  x   0.99960464  =   0.99956730
 FA4899
 FA4899                          SUPERSEDED SURVEY CONTROL
 FA4899
 FA4899  NAD 83(1986)-  35 34 35.47641(N)    081 12 50.85370(W) AD(       ) 2
 FA4899  NGVD 29 (09/01/92)  270.0    (m)          886.     (f) VERT ANG    3  
 FA4899
 FA4899.Superseded values are not recommended for survey control.
 FA4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4899.See file dsdata.txt to determine how the superseded data were derived.
 FA4899
 FA4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8059937001(NAD 83)
 FA4899_MARKER: DE = TRAVERSE STATION DISK
 FA4899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA4899_SP_SET: CONCRETE SIDEWALK
 FA4899_STAMPING: CAROLINA 1983
 FA4899_MARK LOGO: NCGS  
 FA4899_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA4899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA4899
 FA4899  HISTORY     - Date     Condition        Report By
 FA4899  HISTORY     - 1983     MONUMENTED       NCGS
 FA4899
 FA4899                          STATION DESCRIPTION
 FA4899
 FA4899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 FA4899'STATION IS LOCATED IN MAIDEN.
 FA4899'IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF US 321 (EAST MAIN
 FA4899'STREET) AND SR 2007 (WEST MAIN STREET).
 FA4899'LOCATED 13.72 M (45.01 FT) EAST OF THE CENTERLINE INTERSECTION OF THE
 FA4899'HIGHWAY AND THE ROAD, 0.61 M (2.00 FT) EAST OF THE EDGE OF THE CURB,
 FA4899'3.32 M (10.89 FT) NORTH OF THE CENTER OF AN IRON DRAINAGE GRATE, 7.28
 FA4899'M (23.88 FT) EAST OF THE CENTER OF A MANHOLE COVER, 12.19 M
 FA4899'(39.99 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK
 FA4899'BUILDING, AND 23.59 M (77.39 FT) NORTHWEST OF A LIGHT POLE WITH A
 FA4899'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE1948 ***********************************************************************
 AE1948  DESIGNATION -  CAROLINA
 AE1948  PID         -  AE1948
 AE1948  STATE/COUNTY-  NC/ROWAN
 AE1948  USGS QUAD   -  ROWAN MILLS (1987)
 AE1948
 AE1948                         *CURRENT SURVEY CONTROL
 AE1948  ___________________________________________________________________
 AE1948* NAD 83(2001)-  35 38 09.87727(N)    080 30 53.26342(W)     ADJUSTED  
 AE1948* NAVD 88     -       241.422  (meters)     792.07   (feet)  ADJUSTED  
 AE1948  ___________________________________________________________________
 AE1948  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AE1948  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 AE1948  DYNAMIC HT  -         241.205 (meters)     791.35  (feet)  COMP
 AE1948  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 AE1948
 AE1948  HORZ ORDER  -  SECOND
 AE1948  VERT ORDER  -  SECOND    CLASS I
 AE1948
 AE1948.The horizontal coordinates were established by classical geodetic methods
 AE1948.and adjusted by the National Geodetic Survey in August 2005.
 AE1948
 AE1948.The orthometric height was determined by differential leveling
 AE1948.and adjusted in September 1997.
 AE1948
 AE1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1948
 AE1948.The geoid height was determined by GEOID03.
 AE1948
 AE1948.The dynamic height is computed by dividing the NAVD 88
 AE1948.geopotential number by the normal gravity value computed on the
 AE1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1948.degrees latitude (g = 980.6199 gals.).
 AE1948
 AE1948.The modeled gravity was interpolated from observed gravity values.
 AE1948
 AE1948;                    North         East     Units Scale Factor Converg.
 AE1948;SPC NC       -   210,271.210   472,416.663   MT  0.99989502   -0 52 27.5
 AE1948;SPC NC       -   689,864.79  1,549,920.34   sFT  0.99989502   -0 52 27.5
 AE1948;UTM  17      - 3,943,693.679   543,930.540   MT  0.99962378   +0 16 57.7
 AE1948
 AE1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1948!SPC NC       -   0.99996699  x   0.99989502  =   0.99986201
 AE1948!UTM  17      -   0.99996699  x   0.99962378  =   0.99959078
 AE1948
 AE1948                          SUPERSEDED SURVEY CONTROL
 AE1948
 AE1948  NAD 83(1986)-  35 38 09.88702(N)    080 30 53.27117(W) AD(       ) 2
 AE1948  NGVD 29 (01/12/98)  241.64   (m)          792.8    (f) LEVELING    3  
 AE1948
 AE1948.Superseded values are not recommended for survey control.
 AE1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1948.See file dsdata.txt to determine how the superseded data were derived.
 AE1948
 AE1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV4393143694(NAD 83)
 AE1948_MARKER: DE = TRAVERSE STATION DISK
 AE1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1948_STAMPING: CAROLINA 1983
 AE1948_MARK LOGO: NCGS  
 AE1948_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE1948+STABILITY: SURFACE MOTION
 AE1948
 AE1948  HISTORY     - Date     Condition        Report By
 AE1948  HISTORY     - 1983     MONUMENTED       NCGS
 AE1948  HISTORY     - 19830101 GOOD             NCGS
 AE1948  HISTORY     - 19900814 GOOD             NCGS
 AE1948  HISTORY     - 19931130 GOOD             NCGS
 AE1948
 AE1948                          STATION DESCRIPTION
 AE1948
 AE1948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 AE1948'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF SALISBURY IN THE
 AE1948'ROWAN MILLS COMMUNITY.  ALONG US 29-US 601 FOR 1.4 MI (2.3 KM)
 AE1948'SOUTHWEST FROM THE JAKE ALEXANDER BLVD UNDERPASS (IN THE SOUTHWEST
 AE1948'SECTION OF SALISBURY), OR 0.15 MI (0.24 KM) NORTHEAST OF THE
 AE1948'INTERSECTION WITH SR 1516 (AIRPORT ROAD), BETWEEN THE HIGHWAY AND THE
 AE1948'RAILWAY, AND ON THE PROLONGATION OF THE SOUTHWEST SIDE OF THE CAROLINA
 AE1948'FARM BUILDING, INC. MARK IS FLUSH WITH GROUND.  LOCATED 51.0 FT (15.5
 AE1948'M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.7 FT (10.6 M)
 AE1948'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILWAY, AND 129.3 FT (39.4 M)
 AE1948'NORTHEAST OF THE NORTHWEST METAL LEG OF RAILWAY SIGNALS.
 AE1948
 AE1948                          STATION RECOVERY (1990)
 AE1948
 AE1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE1948'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  MARK IS LOCATED
 AE1948'117.2 FT (35.7 M) SOUTHWEST OF A FIRE HYDRANT.
 AE1948
 AE1948                          STATION RECOVERY (1993)
 AE1948
 AE1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (DRS)
 AE1948'STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHWEST OF SALISBURY IN THE
 AE1948'ROWAN MILLS COMMUNITY.  ALONG US 29-US 601 FOR 1.4 MI (2.3 KM)
 AE1948'SOUTHWEST FROM THE JAKE ALEXANDER BLVD UNDERPASS (IN THE SOUTHWEST
 AE1948'SECTION OF SALISBURY), OR 0.15 MI (0.24 KM) NORTHEAST OF THE INTER-
 AE1948'SECTION WITH SR 1516 (AIRPORT ROAD), BETWEEN THE HIGHWAY AND THE
 AE1948'RAILWAY, AND ON THE PROLONGATION OF THE SOUTHWEST SIDE OF THE CAROLINA
 AE1948'FARM BUILDING, INC. MARK IS FLUSH WITH GROUND.  LOCATED 51.0 FT (15.5
 AE1948'M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.7 FT (10.6 M)
 AE1948'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILWAY, AND 129.3 FT (39.4 M)
 AE1948'NORTHEAST OF THE NORTHWEST METAL LEG OF RAILWAY SIGNALS. RECOVERED AS
 AE1948'DESCRIBED WITH THE FOLLOWING ADDITIONS.  MARK IS LOCATED 117.2 FT
 AE1948'(35.7 M) SOUTHWEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE6370 ***********************************************************************
 AE6370  DESIGNATION -  CAROLINA
 AE6370  PID         -  AE6370
 AE6370  STATE/COUNTY-  NC/MECKLENBURG
 AE6370  USGS QUAD   -  DERITA (1993)
 AE6370
 AE6370                         *CURRENT SURVEY CONTROL
 AE6370  ___________________________________________________________________
 AE6370* NAD 83(2007)-  35 20 05.24038(N)    080 49 27.32773(W)     ADJUSTED  
 AE6370* NAVD 88     -       251.9    (meters)     826.     (feet)  VERTCON   
 AE6370  ___________________________________________________________________
 AE6370  EPOCH DATE  -        2002.00
 AE6370  X           -     830,678.225 (meters)                     COMP
 AE6370  Y           -  -5,142,556.624 (meters)                     COMP
 AE6370  Z           -   3,668,358.016 (meters)                     COMP
 AE6370  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AE6370  ELLIP HEIGHT-         221.309 (meters)          (02/10/07) ADJUSTED
 AE6370  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AE6370
 AE6370  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE6370  Type    PID    Designation                      North   East  Ellip
 AE6370  -------------------------------------------------------------------
 AE6370  NETWORK AE6370 CAROLINA                          0.53   0.41   1.04
 AE6370  -------------------------------------------------------------------
 AE6370
 AE6370.The horizontal coordinates were established by GPS observations
 AE6370.and adjusted by the National Geodetic Survey in February 2007.
 AE6370
 AE6370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE6370.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE6370.The horizontal coordinates are valid at the epoch date displayed above.
 AE6370.The epoch date for horizontal control is a decimal equivalence
 AE6370.of Year/Month/Day.
 AE6370
 AE6370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE6370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE6370
 AE6370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6370
 AE6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6370
 AE6370.The ellipsoidal height was determined by GPS observations
 AE6370.and is referenced to NAD 83.
 AE6370
 AE6370.The geoid height was determined by GEOID03.
 AE6370
 AE6370;                    North         East     Units Scale Factor Converg.
 AE6370;SPC NC       -   177,324.379   443,779.501   MT  0.99987364   -1 03 10.5
 AE6370;SPC NC       -   581,771.73  1,455,966.58   sFT  0.99987364   -1 03 10.5
 AE6370;UTM  17      - 3,910,185.085   515,971.192   MT  0.99960314   +0 06 05.9
 AE6370
 AE6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6370!SPC NC       -   0.99996526  x   0.99987364  =   0.99983891
 AE6370!UTM  17      -   0.99996526  x   0.99960314  =   0.99956842
 AE6370
 AE6370                          SUPERSEDED SURVEY CONTROL
 AE6370
 AE6370  NAD 83(2001)-  35 20 05.24037(N)    080 49 27.32795(W) AD(       ) 1
 AE6370  ELLIP H (03/13/03)  221.322  (m)                       GP(       ) 4 2
 AE6370  NAD 83(1986)-  35 20 05.25761(N)    080 49 27.33557(W) AD(       ) 1
 AE6370  NGVD 29 (10/31/97)  252.1    (m)          827.     (f) GPS OBS     3  
 AE6370
 AE6370.Superseded values are not recommended for survey control.
 AE6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6370.See file dsdata.txt to determine how the superseded data were derived.
 AE6370
 AE6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV1597110185(NAD 83)
 AE6370_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6370_STAMPING: CAROLINA 1987
 AE6370_MARK LOGO: NCGS  
 AE6370_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE6370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6370+STABILITY: SURFACE MOTION
 AE6370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6370+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 AE6370
 AE6370  HISTORY     - Date     Condition        Report By
 AE6370  HISTORY     - 1987     MONUMENTED       NCGS
 AE6370  HISTORY     - 19950109 GOOD             NCGS
 AE6370  HISTORY     - 20030423 GOOD             USPSQD
 AE6370  HISTORY     - 20060907 GOOD             USPSQD
 AE6370
 AE6370                          STATION DESCRIPTION
 AE6370
 AE6370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (DRS)
 AE6370'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) NORTHWEST OF DERITA AND
 AE6370'8.37 KM (5.20 MI) SOUTH OF HUNTERSVILLE. ALONG SR 2665 (W.T. HARRIS
 AE6370'BLVD) FOR 7.32 KM (4.55 MI) WEST FROM THE I-85 UNDERPASS IN CHARLOTTE,
 AE6370'OR 0.16 KM (0.10 MI) EAST OF NC 115 (OLD STATESVILLE RD), ON A 20-FOOT
 AE6370'BANK AT THE RAILROAD OVERPASS. MARK IS 20 FEET HIGHER THAN SR 2665 AND
 AE6370'FLUSH WITH GROUND.  LOCATED 25.0 M (82.0 FT) (SLOPE) SOUTH OF
 AE6370'CENTERLINE OF SR 2665, 6.3 M (20.7 FT) EAST OF WEST RAIL OF RAILROAD
 AE6370'TRACK, 3.3 M (10.8 FT) SOUTHWEST OF SOUTH END OF WEST BRIDGE RAIL--AND
 AE6370'2.9 M (9.5 FT) NORTH OF RIGHT-OF-WAY CORNER FENCE POST, 6.2 M (20.3
 AE6370'FT) NORTHEAST OF RIGHT-OF-WAY FENCE POST--BOTH WITH REFERENCE TAGS.
 AE6370
 AE6370                          STATION RECOVERY (1995)
 AE6370
 AE6370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AE6370'STATION IS LOCATED ABOUT 5.15 KM (3.20 MI) NORTHWEST OF DERITA, 8.37
 AE6370'KM (5.20 MI) SOUTH OF HUNTERSVILLE. ALONG SR 2665 (W.T. HARRIS BLVD)
 AE6370'FOR 7.32 KM (4.55 MI) WEST FROM THE I-85 UNDERPASS IN CHARLOTTE, OR
 AE6370'0.16 KM (0.10 MI) EAST OF NC 115 (OLD STATESVILLE RD), ON A 20-FOOT
 AE6370'BANK AT THE RAILROAD OVERPASS. MARK IS 20-FEET HIGHER THAN SR 2665 AND
 AE6370'FLUSH WITH GROUND. LOCATED 25.0 M (82.0 FT) (SLOPE) SOUTH OF THE
 AE6370'CENTERLINE OF SR 2665, 6.3 M (20.7 FT) WEST OF THE WEST RAIL OF THE
 AE6370'RAILROAD TRACK, 3.3 M (10.8 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF
 AE6370'THE WEST BRIDGE RAIL--AND 2.9 M (9.5 FT) NORTH OF A RIGHT-OF-WAY
 AE6370'CORNER FENCE POST, 6.2 M (20.3 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE
 AE6370'POST--BOTH WITH REFERENCE TAGS.
 AE6370
 AE6370                          STATION RECOVERY (2003)
 AE6370
 AE6370'RECOVERY NOTE BY US POWER SQUADRON 2003 (LFH)
 AE6370'RECOVERED IN GOOD CONDITION.
 AE6370
 AE6370                          STATION RECOVERY (2006)
 AE6370
 AE6370'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE6370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DE6998 ***********************************************************************
 DE6998  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6998  DESIGNATION -  CAROLINA
 DE6998  PID         -  DE6998
 DE6998  STATE/COUNTY-  NC/CAMDEN
 DE6998  USGS QUAD   -  SOUTH MILLS (1982)
 DE6998
 DE6998                         *CURRENT SURVEY CONTROL
 DE6998  ___________________________________________________________________
 DE6998* NAD 83(2007)-  36 27 30.54909(N)    076 16 36.25106(W)     ADJUSTED  
 DE6998* NAVD 88     -         1.04   (meters)       3.4    (feet)  GPS OBS   
 DE6998  ___________________________________________________________________
 DE6998  EPOCH DATE  -        2002.00
 DE6998  X           -   1,218,403.326 (meters)                     COMP
 DE6998  Y           -  -4,989,286.514 (meters)                     COMP
 DE6998  Z           -   3,769,208.926 (meters)                     COMP
 DE6998  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 DE6998  ELLIP HEIGHT-         -36.134 (meters)          (02/10/07) ADJUSTED
 DE6998  GEOID HEIGHT-         -37.18  (meters)                     GEOID03
 DE6998
 DE6998  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DE6998  Type    PID    Designation                      North   East  Ellip
 DE6998  -------------------------------------------------------------------
 DE6998  NETWORK DE6998 CAROLINA                          0.61   0.47   1.18
 DE6998  -------------------------------------------------------------------
 DE6998
 DE6998.The horizontal coordinates were established by GPS observations
 DE6998.and adjusted by the National Geodetic Survey in February 2007.
 DE6998
 DE6998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DE6998.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DE6998.The horizontal coordinates are valid at the epoch date displayed above.
 DE6998.The epoch date for horizontal control is a decimal equivalence
 DE6998.of Year/Month/Day.
 DE6998
 DE6998.The orthometric height was determined by GPS observations and a
 DE6998.high-resolution geoid model.
 DE6998.The orthometric height was determined by GPS observations and a
 DE6998.high-resolution geoid model using precise GPS observation and
 DE6998.processing techniques.
 DE6998
 DE6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6998
 DE6998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6998
 DE6998.The ellipsoidal height was determined by GPS observations
 DE6998.and is referenced to NAD 83.
 DE6998
 DE6998.The geoid height was determined by GEOID03.
 DE6998
 DE6998;                    North         East     Units Scale Factor Converg.
 DE6998;SPC NC       -   303,825.282   853,704.036   MT  1.00009453   +1 34 18.4
 DE6998;SPC NC       -   996,800.11  2,800,860.66   sFT  1.00009453   +1 34 18.4
 DE6998;UTM  18      - 4,035,560.695   385,597.721   MT  0.99976125   -0 45 31.6
 DE6998
 DE6998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6998!SPC NC       -   1.00000567  x   1.00009453  =   1.00010020
 DE6998!UTM  18      -   1.00000567  x   0.99976125  =   0.99976692
 DE6998
 DE6998                          SUPERSEDED SURVEY CONTROL
 DE6998
 DE6998  NAD 83(2001)-  36 27 30.54996(N)    076 16 36.25061(W) AD(       ) 1
 DE6998  ELLIP H (03/13/03)  -36.123  (m)                       GP(       ) 4 2
 DE6998  NAD 83(1986)-  36 27 30.56283(N)    076 16 36.27783(W) AD(       ) 1
 DE6998
 DE6998.Superseded values are not recommended for survey control.
 DE6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6998.See file dsdata.txt to determine how the superseded data were derived.
 DE6998
 DE6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8559835561(NAD 83)
 DE6998_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6998_STAMPING: CAROLINA 2001
 DE6998_MARK LOGO: NCGS  
 DE6998_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6998+STABILITY: SURFACE MOTION
 DE6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6998+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE6998
 DE6998  HISTORY     - Date     Condition        Report By
 DE6998  HISTORY     - 2001     MONUMENTED       NCGS
 DE6998
 DE6998                          STATION DESCRIPTION
 DE6998
 DE6998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2001 (EJH)
 DE6998'STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTHWEST OF CAMDEN AND 1.2
 DE6998'MI (1.9 KM) NORTHEAST OF PIERCEVILLE.
 DE6998'PROCEED ALONG US 17 BUSINESS FOR 0.2 MI (0.3 KM) SOUTH FROM THE
 DE6998'INTRACOASTAL WATERWAY, IN SOUTH MILLS, TO NC 343, THENCE SOUTH ALONG
 DE6998'NC 343 FOR 1.2 MI (1.9 KM) TO SR 1223 (OLD SWAMP RD), THENCE EAST
 DE6998'ALONG SR 1223 FOR 0.5 MI (0.8 KM) TO SR 1224 (OLD SWAMP RD), THENCE
 DE6998'NORTH ALONG SR 1224 FOR 1.5 MI (2.4 KM) TO SR 1235 (CAROLINA RD),
 DE6998'THENCE EAST ALONG SR 1235 FOR 0.9 MI (1.4 KM) TO STATION.
 DE6998'MARK IS ABOUT LEVEL WITH SR 1235 AND IS RECESSED 4-INCHES BELOW THE
 DE6998'GROUND. LOCATED 11.0 FT (3.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DE6998'SR 1235, 39.0 FT (11.9 M) EAST OF THE EASTERN END OF A 30-INCH DRIVE
 DE6998'CULVERT ON THE NORTH SIDE OF SR 1235, 11.7 FT (3.6 M) SOUTHWEST OF THE
 DE6998'NORTHERN END OF A 30 INCH CONCRETE CULVERT AT THE END OF SR 1235 AND
 DE6998'37.5 FT (11.4 M) NORTH-NORTHWEST OF A POWER POLE (12) WITH REFERENCE
 DE6998'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2219 ***********************************************************************
 FA2219  DESIGNATION -  CAROLINA AZ MK
 FA2219  PID         -  FA2219
 FA2219  STATE/COUNTY-  NC/CABARRUS
 FA2219  USGS QUAD   -  CONCORD (1987)
 FA2219
 FA2219                         *CURRENT SURVEY CONTROL
 FA2219  ___________________________________________________________________
 FA2219* NAD 83(2001)-  35 27 15.53489(N)    080 36 21.84275(W)     ADJUSTED  
 FA2219* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 FA2219  ___________________________________________________________________
 FA2219  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 FA2219  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 FA2219  HORZ ORDER  -  SECOND
 FA2219
 FA2219.The horizontal coordinates were established by classical geodetic methods
 FA2219.and adjusted by the National Geodetic Survey in August 2005.
 FA2219
 FA2219.The orthometric height was scaled from a topographic map.
 FA2219
 FA2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2219
 FA2219.The geoid height was determined by GEOID03.
 FA2219
 FA2219;                    North         East     Units Scale Factor Converg.
 FA2219;SPC NC       -   190,239.501   463,825.267   MT  0.99987882   -0 55 37.1
 FA2219;SPC NC       -   624,144.10  1,521,733.40   sFT  0.99987882   -0 55 37.1
 FA2219;UTM  17      - 3,923,498.074   535,747.276   MT  0.99961575   +0 13 42.6
 FA2219
 FA2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2219!SPC NC       -   0.99997064  x   0.99987882  =   0.99984946
 FA2219!UTM  17      -   0.99997064  x   0.99961575  =   0.99958640
 FA2219
 FA2219                          SUPERSEDED SURVEY CONTROL
 FA2219
 FA2219  NAD 83(1986)-  35 27 15.54671(N)    080 36 21.84915(W) AD(       ) 2
 FA2219  NAD 27      -  35 27 15.04236(N)    080 36 22.60358(W) AD(       ) 2
 FA2219
 FA2219.Superseded values are not recommended for survey control.
 FA2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2219.See file dsdata.txt to determine how the superseded data were derived.
 FA2219
 FA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3574723498(NAD 83)
 FA2219_MARKER: DZ = AZIMUTH MARK DISK
 FA2219_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FA2219_SP_SET: SIDEWALK
 FA2219_STAMPING: CAROLINA 1948
 FA2219_MARK LOGO: CGS   
 FA2219_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FA2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FA2219+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 FA2219
 FA2219  HISTORY     - Date     Condition        Report By
 FA2219  HISTORY     - 1948     MONUMENTED       CGS
 FA2219  HISTORY     - 19981109 GOOD             USPSQD
 FA2219  HISTORY     - 20000524 GOOD             NCGS
 FA2219  HISTORY     - 20071008 GOOD             GEOCAC
 FA2219
 FA2219                          STATION DESCRIPTION
 FA2219
 FA2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 FA2219'AZIMUTH MARK IS 1285.65 FEET WEST OF THE STATION.  IT IS 14
 FA2219'FEET NORTH OF THE SOUTHEAST CORNER OF THE HANGAR, 8 FEET
 FA2219'NORTHWEST OF A BRICK WELL HOUSE, AND 6 INCHES EAST OF THE EAST
 FA2219'WALL OF THE HANGAR.  THE DISK IS SET FLUSH IN A CONCRETE SIDEWALK
 FA2219'AND IS STAMPED---CAROLINA 1948---.
 FA2219'
 FA2219'TO REACH STATION CAROLINA FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND
 FA2219'29A, WHICH IS SOUTH OF KANNAPOLIS, GO NORTH ON U.S. HIGHWAY 29
 FA2219'FOR 1.05 MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.4 MILE
 FA2219'AT THE NORTH SIDE OF THE AIRPORT TO A FORK, TURN RIGHT AND GO
 FA2219'0.1 MILE ACROSS THE END OF THE RUNWAY, TURN RIGHT OFF THE ROAD
 FA2219'ALONG THE SOUTHEAST SIDE OF THE RUNWAY TO THE TOP OF THE HILL
 FA2219'AND THE STATION .
 FA2219
 FA2219                          STATION RECOVERY (1998)
 FA2219
 FA2219'RECOVERY NOTE BY US POWER SQUADRON 1998
 FA2219'RECOVERED IN GOOD CONDITION.
 FA2219
 FA2219                          STATION RECOVERY (2000)
 FA2219
 FA2219'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA2219'STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTHWEST OF CONCORD. ALONG
 FA2219'SKYWAY DRIVE FOR 0.25 MI (0.40 KM) WEST FROM LAKE CONCORD DRIVE, ON
 FA2219'THE NORTH SIDE OF THE ROAD. LOCATED 0.6 FT (18.3 CM) EAST OF THE EAST
 FA2219'WALL OF BUILDING ATTACHED TO OLD AIRPLANE HANGAR, 3.7 FT (1.1 M) SOUTH
 FA2219'OF THE DOOR ON EAST SIDE OF BUILDING AND 14.4 FT (4.4 M) NORTH OF THE
 FA2219'SOUTHEAST CORNER OF BUILDING.
 FA2219
 FA2219                          STATION RECOVERY (2007)
 FA2219
 FA2219'RECOVERY NOTE BY GEOCACHING 2007 (DEB)
 FA2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2655 ***********************************************************************
 EA2655  DESIGNATION -  CAROLINA BEACH CG LORAN MAST
 EA2655  PID         -  EA2655
 EA2655  STATE/COUNTY-  NC/NEW HANOVER
 EA2655  USGS QUAD   -  CAROLINA BEACH (1997)
 EA2655
 EA2655                         *CURRENT SURVEY CONTROL
 EA2655  ___________________________________________________________________
 EA2655* NAD 83(2001)-  34 03 46.19495(N)    077 54 46.15275(W)     ADJUSTED  
 EA2655* NAVD 88     -              **(meters)            **(feet)            
 EA2655  ___________________________________________________________________
 EA2655  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 EA2655  GEOID HEIGHT-         -37.23  (meters)                     GEOID03
 EA2655  HORZ ORDER  -  THIRD
 EA2655
 EA2655.The horizontal coordinates were established by classical geodetic methods
 EA2655.and adjusted by the National Geodetic Survey in August 2005.
 EA2655
 EA2655
 EA2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2655
 EA2655.The geoid height was determined by GEOID03.
 EA2655
 EA2655;                    North         East     Units Scale Factor Converg.
 EA2655;SPC NC       -    35,254.254   709,972.695   MT  1.00008588   +0 37 39.0
 EA2655;SPC NC       -   115,663.33  2,329,302.08   sFT  1.00008588   +0 37 39.0
 EA2655;UTM  18      - 3,772,952.197   231,162.098   MT  1.00049103   -1 37 56.8
 EA2655
 EA2655                          SUPERSEDED SURVEY CONTROL
 EA2655
 EA2655  NAD 83(1986)-  34 03 46.20626(N)    077 54 46.16497(W) AD(       ) 4
 EA2655  NAD 27      -  34 03 45.58628(N)    077 54 47.21164(W) AD(       ) 3
 EA2655
 EA2655.Superseded values are not recommended for survey control.
 EA2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2655.See file dsdata.txt to determine how the superseded data were derived.
 EA2655
 EA2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STC3116272952(NAD 83)
 EA2655_MARKER: 28 = LORAN MAST
 EA2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EA2655+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 EA2655
 EA2655  HISTORY     - Date     Condition        Report By
 EA2655  HISTORY     - 1962     FIRST OBSERVED   CGS
 EA2655  HISTORY     - 1965     GOOD             CGS
 EA2655  HISTORY     - 1988     GOOD             USPSQD
 EA2655  HISTORY     - 19950728 GOOD             USPSQD
 EA2655  HISTORY     - 20030411 GOOD             USPSQD
 EA2655  HISTORY     - 20040430 GOOD             USPSQD
 EA2655  HISTORY     - 20051023 GOOD             USPSQD
 EA2655
 EA2655                          STATION DESCRIPTION
 EA2655
 EA2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM)
 EA2655'STATION IS LOCATED ABOUT 4 MILES NORTH OF WRIGHTSVILLE BEACH
 EA2655'AND ABOUT 14 MILES SOUTH OF WILMINGTON.  IT IS A STEEL TOWER
 EA2655'630 FEET IN HEIGHT PAINTED ALTERNATELY RED AND WHITE WITH RED
 EA2655'WARNING LIGHTS.
 EA2655'
 EA2655'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 EA2655'76 AND 421 ABOUT 1 MILE NORTH OF CAROLINA BEACH GO NORTH AND
 EA2655'WEST ON STATE HIGHWAY 421 FOR ABOUT 1.5 MILES TO BRIDGE ACROSS
 EA2655'INTERCOASTAL WATERWAY.  CONTINUE NORTH AND WEST ON 421 FOR ABOUT
 EA2655'0.5 MILE TO SHARP LEFT TURN AT SIGN U.S. COAST GUARD LORAN
 EA2655'STATION.  TURN LEFT AND GO SOUTH ON SURFACED ROAD 0.75 MILE TO
 EA2655'SURFACED ROAD RIGHT AT SIGN U.S. COAST GUARD LORAN STATION.
 EA2655'TURN RIGHT AND GO WEST ON COUNTY ROAD 1100 FOR 1.5 MILES TO
 EA2655'ENTRANCE TO LORAN STATION.  TURN RIGHT FOR ABOUT 0.2 MILE AND
 EA2655'STATION AS DESCRIBED.
 EA2655'
 EA2655'POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE MAST.
 EA2655
 EA2655                          STATION RECOVERY (1965)
 EA2655
 EA2655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA2655'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 EA2655'S.C.M. IN 1962 IS ADEQUATE.
 EA2655
 EA2655                          STATION RECOVERY (1988)
 EA2655
 EA2655'RECOVERY NOTE BY US POWER SQUADRON 1988 (WFW)
 EA2655'RECOVERED IN GOOD CONDITION.
 EA2655
 EA2655                          STATION RECOVERY (1995)
 EA2655
 EA2655'RECOVERY NOTE BY US POWER SQUADRON 1995
 EA2655'RECOVERED IN GOOD CONDITION.
 EA2655
 EA2655                          STATION RECOVERY (2003)
 EA2655
 EA2655'RECOVERY NOTE BY US POWER SQUADRON 2003 (GPS)
 EA2655'RECOVERED IN GOOD CONDITION.
 EA2655
 EA2655                          STATION RECOVERY (2004)
 EA2655
 EA2655'RECOVERY NOTE BY US POWER SQUADRON 2004
 EA2655'RECOVERED IN GOOD CONDITION.
 EA2655
 EA2655                          STATION RECOVERY (2005)
 EA2655
 EA2655'RECOVERY NOTE BY US POWER SQUADRON 2005
 EA2655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE8245 ***********************************************************************
 AE8245  DESIGNATION -  CAROLINA FOREST
 AE8245  PID         -  AE8245
 AE8245  STATE/COUNTY-  NC/MONTGOMERY
 AE8245  USGS QUAD   -  MORROW MOUNTAIN (1994)
 AE8245
 AE8245                         *CURRENT SURVEY CONTROL
 AE8245  ___________________________________________________________________
 AE8245* NAD 83(2007)-  35 21 31.86749(N)    080 02 38.33088(W)     ADJUSTED  
 AE8245* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 AE8245  ___________________________________________________________________
 AE8245  EPOCH DATE  -        2002.00
 AE8245  X           -     900,345.301 (meters)                     COMP
 AE8245  Y           -  -5,129,131.863 (meters)                     COMP
 AE8245  Z           -   3,670,453.246 (meters)                     COMP
 AE8245  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AE8245  ELLIP HEIGHT-          78.837 (meters)          (02/10/07) ADJUSTED
 AE8245  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 AE8245
 AE8245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE8245  Type    PID    Designation                      North   East  Ellip
 AE8245  -------------------------------------------------------------------
 AE8245  NETWORK AE8245 CAROLINA FOREST                   0.80   0.67   1.49
 AE8245  -------------------------------------------------------------------
 AE8245
 AE8245.The horizontal coordinates were established by GPS observations
 AE8245.and adjusted by the National Geodetic Survey in February 2007.
 AE8245
 AE8245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE8245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE8245.The horizontal coordinates are valid at the epoch date displayed above.
 AE8245.The epoch date for horizontal control is a decimal equivalence
 AE8245.of Year/Month/Day.
 AE8245
 AE8245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE8245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE8245
 AE8245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8245
 AE8245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8245
 AE8245.The ellipsoidal height was determined by GPS observations
 AE8245.and is referenced to NAD 83.
 AE8245
 AE8245.The geoid height was determined by GEOID03.
 AE8245
 AE8245;                    North         East     Units Scale Factor Converg.
 AE8245;SPC NC       -   178,968.963   514,729.738   MT  0.99987433   -0 36 09.2
 AE8245;SPC NC       -   587,167.34  1,688,742.48   sFT  0.99987433   -0 36 09.2
 AE8245;UTM  17      - 3,913,258.942   586,857.102   MT  0.99969297   +0 33 11.8
 AE8245
 AE8245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8245!SPC NC       -   0.99998763  x   0.99987433  =   0.99986196
 AE8245!UTM  17      -   0.99998763  x   0.99969297  =   0.99968060
 AE8245
 AE8245                          SUPERSEDED SURVEY CONTROL
 AE8245
 AE8245  NAD 83(2001)-  35 21 31.86754(N)    080 02 38.33108(W) AD(       ) 1
 AE8245  ELLIP H (03/13/03)   78.849  (m)                       GP(       ) 4 2
 AE8245  NAD 83(1986)-  35 21 31.87714(N)    080 02 38.34237(W) AD(       ) 1
 AE8245  NGVD 29 (12/22/97)  109.5    (m)          359.     (f) GPS OBS     3  
 AE8245
 AE8245.Superseded values are not recommended for survey control.
 AE8245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8245.See file dsdata.txt to determine how the superseded data were derived.
 AE8245
 AE8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV8685713259(NAD 83)
 AE8245_MARKER: DE = TRAVERSE STATION DISK
 AE8245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8245_STAMPING: CAROLINA FOREST 1983
 AE8245_MARK LOGO: NCGS  
 AE8245_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE8245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8245+STABILITY: SURFACE MOTION
 AE8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8245+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 AE8245
 AE8245  HISTORY     - Date     Condition        Report By
 AE8245  HISTORY     - 1983     MONUMENTED       NCGS
 AE8245  HISTORY     - 19920204 GOOD             NCGS
 AE8245
 AE8245                          STATION DESCRIPTION
 AE8245
 AE8245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (GWT)
 AE8245'STATION IS LOCATED ABOUT 13.3 KM (8.25 MI) WEST OF TROY, AND 16.6 KM
 AE8245'(10.30 MI) NORTH-NORTHWEST OF MT. GILEAD.$PROCEED ALONG NC 24-27 FOR
 AE8245'1.5 KM (0.95 MI) EAST FROM NC 73 TO SR 1150, THENCE NORTH ALONG SR
 AE8245'1150 FOR 5.9 KM (3.65 MI) TO THE STATION, IN SHOULDER, OR 0.2 KM (0.10
 AE8245'MI) SOUTH OF THE ENTRANCE TO CAROLINA FOREST RECREATION AREA.$MARK IS
 AE8245'RECESSED 4 INCHES BELOW GROUND. LOCATED 5.2 M (17.1 FT) EAST OF THE
 AE8245'CENTERLINE OF SR 1150, 32.8 M (107.6 FT) NORTHEAST OF A USFS ALUMINUM
 AE8245'BOUNDARY SIGN POST--AND 57.9 M (190.0 FT) SOUTHWEST OF A POWER POLE
 AE8245'WITH A TRANSFORMER (34-125), 10.9 M (35.8 FT) NORTHWEST OF A 12-INCH
 AE8245'WHITE OAK--BOTH WITH REFERENCE TAGS.
 AE8245
 AE8245                          STATION RECOVERY (1992)
 AE8245
 AE8245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE8245'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. LOCATED 17.8 FT
 AE8245'(5.4 M) SOUTHEAST OF THE CENTERLINE OF SR 1150, 107.5 FT (32.8 M)
 AE8245'NORTHEAST OF USFS ALUMINUM BOUNDARY SIGN POST--AND 190.0 FT (57.9 M)
 AE8245'SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 35.6 FT (10.9 M) NORTHWEST
 AE8245'OF A 12-INCH OAK--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4586 ***********************************************************************
 AE4586  DESIGNATION -  CAROLINA RESET
 AE4586  PID         -  AE4586
 AE4586  STATE/COUNTY-  NC/CABARRUS
 AE4586  USGS QUAD   -  CONCORD (1987)
 AE4586
 AE4586                         *CURRENT SURVEY CONTROL
 AE4586  ___________________________________________________________________
 AE4586* NAD 83(2007)-  35 27 17.03865(N)    080 36 06.41165(W)     ADJUSTED  
 AE4586* NAVD 88     -       228.9    (meters)     751.     (feet)  GPS OBS   
 AE4586  ___________________________________________________________________
 AE4586  EPOCH DATE  -        2002.00
 AE4586  X           -     849,378.437 (meters)                     COMP
 AE4586  Y           -  -5,131,669.178 (meters)                     COMP
 AE4586  Z           -   3,679,193.005 (meters)                     COMP
 AE4586  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AE4586  ELLIP HEIGHT-         198.169 (meters)          (02/10/07) ADJUSTED
 AE4586  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 AE4586
 AE4586  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4586  Type    PID    Designation                      North   East  Ellip
 AE4586  -------------------------------------------------------------------
 AE4586  NETWORK AE4586 CAROLINA RESET                    1.55   1.31   2.55
 AE4586  -------------------------------------------------------------------
 AE4586
 AE4586.The horizontal coordinates were established by GPS observations
 AE4586.and adjusted by the National Geodetic Survey in February 2007.
 AE4586
 AE4586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4586.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4586.The horizontal coordinates are valid at the epoch date displayed above.
 AE4586.The epoch date for horizontal control is a decimal equivalence
 AE4586.of Year/Month/Day.
 AE4586
 AE4586.The orthometric height was determined by GPS observations and a
 AE4586.high-resolution geoid model.
 AE4586
 AE4586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4586
 AE4586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4586
 AE4586.The ellipsoidal height was determined by GPS observations
 AE4586.and is referenced to NAD 83.
 AE4586
 AE4586.The geoid height was determined by GEOID03.
 AE4586
 AE4586;                    North         East     Units Scale Factor Converg.
 AE4586;SPC NC       -   190,279.548   464,215.040   MT  0.99987884   -0 55 28.2
 AE4586;SPC NC       -   624,275.48  1,523,012.18   sFT  0.99987884   -0 55 28.2
 AE4586;UTM  17      - 3,923,545.960   536,136.061   MT  0.99961609   +0 13 51.6
 AE4586
 AE4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4586!SPC NC       -   0.99996890  x   0.99987884  =   0.99984774
 AE4586!UTM  17      -   0.99996890  x   0.99961609  =   0.99958500
 AE4586
 AE4586|---------------------------------------------------------------------|
 AE4586| PID    Reference Object                     Distance      Geod. Az  |
 AE4586|                                                           dddmmss.s |
 AE4586| FA3752 CAROLINA RM 1                        22.993 METERS 15133     |
 AE4586| FA2222 CONCORD FIRST PRESB CH SPIRE        APPROX. 5.0 KM 1600206.1 |
 AE4586| FA2223 CONCORD MUNICIPAL TANK              APPROX. 3.4 KM 1700450.2 |
 AE4586| FA3753 CAROLINA RM 2                        26.573 METERS 24049     |
 AE4586| FA2219 CAROLINA AZ MK                      391.857 METERS 26312     |
 AE4586| FA2709 KANNAPOLIS CANNON MILLS CK TK       APPROX. 5.9 KM 3350404.4 |
 AE4586| FA2699 KANNAPOLIS CANNON MILLS STACK       APPROX. 5.6 KM 3394610.7 |
 AE4586|---------------------------------------------------------------------|
 AE4586
 AE4586                          SUPERSEDED SURVEY CONTROL
 AE4586
 AE4586  NAD 83(2001)-  35 27 17.03910(N)    080 36 06.41188(W) AD(       ) 1
 AE4586  ELLIP H (03/13/03)  198.161  (m)                       GP(       ) 4 2
 AE4586  NAD 83(1986)-  35 27 17.05163(N)    080 36 06.41887(W) AD(       ) 1
 AE4586  NAD 83(1986)-  35 27 17.05091(N)    080 36 06.41836(W) AD(       ) 2
 AE4586  NGVD 29 (11/20/97)  229.1    (m)          752.     (f) VERT ANG    3  
 AE4586
 AE4586.Superseded values are not recommended for survey control.
 AE4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4586.See file dsdata.txt to determine how the superseded data were derived.
 AE4586
 AE4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV3613623546(NAD 83)
 AE4586_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4586_STAMPING: CAROLINA 1948 1982
 AE4586_MARK LOGO: NGS   
 AE4586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4586+STABILITY: SURFACE MOTION
 AE4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4586+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1992
 AE4586
 AE4586  HISTORY     - Date     Condition        Report By
 AE4586  HISTORY     - 1982     MONUMENTED       NGS
 AE4586  HISTORY     - 19920511 GOOD             NCGS
 AE4586  HISTORY     - 19981109 MARK NOT FOUND   USPSQD
 AE4586  HISTORY     - 20000524 SEE DESCRIPTION  NCGS
 AE4586
 AE4586                          STATION DESCRIPTION
 AE4586
 AE4586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AE4586'STATION UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION. THE
 AE4586'SURFACE MARK WAS NOT FOUND.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 AE4586'CONDITION, BUT IT IS OBSTRUCTED BY TREES.  A NEW STATION SURFACE MARK
 AE4586'WAS SET OVER THE UNDERGROUND MARK WHICH WAS LOWERED AT THIS TIME.
 AE4586'REFERENCE MARKS THREE AND FOUR WERE ESTABLISHED.  A COMPLETE NEW
 AE4586'DESCRIPTION FOLLOWS.  THE STATION KANAPOLIS, ROYAL OAK SANITARY
 AE4586'DISTRICT COMPANY WATER TANK, THE TANK IS CYLINDRICAL WITH A CONICAL
 AE4586'ROOF, SUPPORTED BY 4 LEGS AND HAS AN OVER ALL HEIGHT OF ABOUT 60 FT.
 AE4586'(18.3 M) A TRAVERSE CONNECTION WAS MADE FROM TRIANGUALTION STATION
 AE4586'CAROLINA 1948.  THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI)
 AE4586'SOUTHEAST OF KANAPOLIS, 7.2 KM (4.45 MI) NORTHWEST OF CONCORD, 0.16 KM
 AE4586'(0.10 MI) SOUTH FROM THE JUNCTION OF MT OLIVET RD AND CONCORD LAKE
 AE4586'DRIVE.  PROPERTY OWNED BY ROYAL OAK SANITARY DISTRICT COMPANY, P.O BOX
 AE4586'419, KANAPOLIS, N.C 28081, TELEPHONE NUMBER 704/932-0914.  TO REACH
 AE4586'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 29 AND STATE HIGHWAY 73,
 AE4586'WHICH IS ABOUT MIDWAY BETWEEN CONCORD AND KANAPOLIS, GO NORTHERLY ON
 AE4586'U.S HIGHWAY 29 FOR 2 MILES (3.2 KM) TO THE INTERSECTION WITH MT OLIVET
 AE4586'RD, TURN RIGHT AND GO EASTERLY ON MT OLIVET ROAD FOR 0.4 MILE (0.6 KM)
 AE4586'TO THE TEE INTERSECTION WITH CONCORD LAKE DRIVE. TURN RIGHT AND GO
 AE4586'SOUTH ON CONCORD LAKE DRIVE FOR 0.2 MILE (0.3 KM) TO A NARROW DIRT
 AE4586'ROAD ON THE RIGHT, TURN RIGHT, GO ABOUT 100 FT (30.5 M) TO THE STATION
 AE4586'AT A WATER TANK ON THE RIGHT.
 AE4586' 
 AE4586'THE STATION IS A STANDARD NGS DISK STAMPED--CAROLINA 1948 1982--, SET
 AE4586'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 33 CM IN DIAMETER, FLUSH
 AE4586'WITH GROUND.  THE STATION IS 0.39 METERS (1.28 FT) NORTHWEST FROM
 AE4586'METAL WITNESS POST, 14.17 METERS (46.49 FT) NORTH FROM THE CENTER OF A
 AE4586'TRACK ROAD, 4.94 METERS (16.21 FT) SOUTH FROM THE SOUTHEAST LEG OF
 AE4586'WATER TANK, 7.986 METERS (26.201 FT) SOUTHEAST FROM THE STANDPIPE OF
 AE4586'WATER TANK, AT LEADING EDGE, 6.52 METERS (21.39 FT) EAST SOUTHEAST
 AE4586'FROM THE SOUTHWEST LEG OF TANK, 29.56 METERS (96.98 FT) NORTHWEST OF A
 AE4586'POWERLINE POLE, 37.34 METERS (122.51 FT) WEST FROM THE CENTERLINE OF
 AE4586'CONCORD LAKE DR.
 AE4586' 
 AE4586'REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED--CAROLINA 1948 NO
 AE4586'3 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 AE4586'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 12.80 METERS
 AE4586'(41.99 FT) NORTH FROM THE CENTER OF A TRACK ROAD, 16.15 METERS (52.99
 AE4586'FT) SOUTHEAST FROM THE NORTHEAST LEG OF TANK, 3.29 METERS (10.79 FT)
 AE4586'NORTH NORTHEAST FROM AN 8-INCH PINE TREE WITH A BLAZE ON THE WEST
 AE4586'SIDE, 25.09 METERS (82.32 FT) WEST FROM THE CENTERLINE OF CONCORD LAKE
 AE4586'DRIVE, 24.23 METERS (79.49 FT) NORTHWEST FROM A POWERLINE POLE, 11.22
 AE4586'METERS (36.81 FT) EAST SOUTHEAST FROM THE SOUTHEAST LEG OF TANK.
 AE4586' 
 AE4586'REFERENCE MARK NO 4, IS A STANDARD NGS DISK STAMPED--CAROLINA 1948 NO
 AE4586'4 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 32 CM IN
 AE4586'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 1.83 METERS (6.00
 AE4586'FT) WEST FROM THE NORTHEAST LEG OF TANK, 5.12 METERS (16.80 FT) EAST
 AE4586'NORTHEAST FROM THE NORTHWEST LEG OF TANK, 40.9 METERS (134.2 FT) WEST
 AE4586'FROM THE CENTERLINE OF CONCORD LAKE DR, 26.52 METERS (87.01 FT) NORTH
 AE4586'FROM THE CENTER OF A TRACK RD.
 AE4586' 
 AE4586'REFERENCE MARK NO 2, IS A STANDARD NGS DISK STAMPED--CAROLINA NO 2
 AE4586'1948--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN
 AE4586'DIAMETER, RECESSED 2 CM BELOW THE GROUND.  THE STATION IS LOCATED 0.32
 AE4586'METERS (1.05 FT) FROM A METAL WITNESS POST, 15.85 METERS (52.00 FT)
 AE4586'NORTH FROM THE CENTER OF THE TRACK ROAD.
 AE4586' 
 AE4586'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK STAMPED--CAROLINA 1948, THE
 AE4586'MARK IS CEMENTED IN A DRILL HOLE IN THE EAST SIDEWALK OF OFFICE
 AE4586'BUILDING, APPROXIMATELY 200 FT (61.0 M) NORTH.  THE STATION IS LOCATED
 AE4586'0.19 METERS (0.62 FT) EAST FROM THE EAST WALL OF THE CONSTRUCTION
 AE4586'OFFICE BLDG, 1.12 METERS (3.67 FT) SOUTH OF THE CENTER OF EAST OFFICE
 AE4586'DOOR, 4.38 METERS (14.37 FT) NORTH FROM THE SOUTHEAST CORNER OF OFFICE
 AE4586'TO REACH THE AZIMUTH MARK FROM STATION MARK, GO NORTH ON CONCORD LAKE
 AE4586'RD FOR 0.1 MILE, (0.2 KM) TURN LEFT AND GO WESTERLY ON SKYWAY DR FOR
 AE4586'0.25 MILE (0.40 KM) TO HOUSE NUMBER 911 AND THE ENTRANCE TO TATE
 AE4586'CONSTRUCTION CO.  TURN RIGHT AND GO NORTH FOR ABOUT 200 FT (61.0 M) TO
 AE4586'THE OFFICE AND THE MARK.
 AE4586
 AE4586                          STATION RECOVERY (1992)
 AE4586
 AE4586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (DRS)
 AE4586'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES, STATION IS LOCATED
 AE4586'IN KANNAPOLIS AT CONCORD LAKE ROAD AND BISHOP LANE, ON THE NORTHWEST
 AE4586'SIDE OF THE T-INTERSECTION. MARK IS ABOUT 5 FEET HIGHER THAN CONCORD
 AE4586'LAKE ROAD AND RECESSED 3 INCHES BELOW GROUND. LOCATED 120.5 FT (36.7
 AE4586'M) WEST OF THE CENTERLINE OF CONCORD LAKE ROAD, 46.5 FT (14.2 M)
 AE4586'NORTH-NORTHWEST OF THE CENTERLINE OF BISHOP LANE, 85.7 FT (26.1 M)
 AE4586'NORTHWEST OF A FIRE HYDRANT, 46.4 FT (14.1 M) NORTH OF A MANHOLE
 AE4586'COVER--AND 97.5 FT (29.7 M) NORTHWEST OF A POWER POLE, 115.3 FT (35.1
 AE4586'M) NORTH-NORTHEAST OF A STREET LIGHT POLE--BOTH WITH REFERENCE TAGS.
 AE4586
 AE4586                          STATION RECOVERY (1998)
 AE4586
 AE4586'RECOVERY NOTE BY US POWER SQUADRON 1998
 AE4586'MARK NOT FOUND.
 AE4586
 AE4586                          STATION RECOVERY (2000)
 AE4586
 AE4586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 AE4586'THE STATION WAS NOT RECOVERED AND PROBABLY DESTROYED.  THE SITE HAS
 AE4586'BEEN GRADED DOWN 4 TO 5-FEET AND PAVED WITH CONCRETE FOR A PARKING LOT
 AE4586'AT THE ARMED FORCES RECRUITING BUILDING.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8927 ***********************************************************************
 AI8927  DESIGNATION -  CAROLYN
 AI8927  PID         -  AI8927
 AI8927  STATE/COUNTY-  NC/BURKE
 AI8927  USGS QUAD   -  MORGANTON SOUTH (1993)
 AI8927
 AI8927                         *CURRENT SURVEY CONTROL
 AI8927  ___________________________________________________________________
 AI8927* NAD 83(2007)-  35 42 14.34555(N)    081 40 53.06402(W)     ADJUSTED  
 AI8927* NAVD 88     -       347.6    (meters)    1140.     (feet)  GPS OBS   
 AI8927  ___________________________________________________________________
 AI8927  EPOCH DATE  -        2002.00
 AI8927  X           -     750,223.010 (meters)                     COMP
 AI8927  Y           -  -5,130,934.743 (meters)                     COMP
 AI8927  Z           -   3,701,754.080 (meters)                     COMP
 AI8927  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AI8927  ELLIP HEIGHT-         315.460 (meters)          (02/10/07) ADJUSTED
 AI8927  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 AI8927
 AI8927  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8927  Type    PID    Designation                      North   East  Ellip
 AI8927  -------------------------------------------------------------------
 AI8927  NETWORK AI8927 CAROLYN                           0.57   0.41   0.98
 AI8927  -------------------------------------------------------------------
 AI8927
 AI8927.The horizontal coordinates were established by GPS observations
 AI8927.and adjusted by the National Geodetic Survey in February 2007.
 AI8927
 AI8927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8927.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8927.The horizontal coordinates are valid at the epoch date displayed above.
 AI8927.The epoch date for horizontal control is a decimal equivalence
 AI8927.of Year/Month/Day.
 AI8927
 AI8927.The orthometric height was determined by GPS observations and a
 AI8927.high-resolution geoid model.
 AI8927
 AI8927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8927
 AI8927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8927
 AI8927.The ellipsoidal height was determined by GPS observations
 AI8927.and is referenced to NAD 83.
 AI8927
 AI8927.The geoid height was determined by GEOID03.
 AI8927
 AI8927;                    North         East     Units Scale Factor Converg.
 AI8927;SPC NC       -   220,035.165   366,988.314   MT  0.99990366   -1 32 51.5
 AI8927;SPC NC       -   721,898.70  1,204,027.49   sFT  0.99990366   -1 32 51.5
 AI8927;UTM  17      - 3,951,330.785   438,357.280   MT  0.99964682   -0 23 51.6
 AI8927
 AI8927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8927!SPC NC       -   0.99995049  x   0.99990366  =   0.99985415
 AI8927!UTM  17      -   0.99995049  x   0.99964682  =   0.99959733
 AI8927
 AI8927:                Primary Azimuth Mark                     Grid Az
 AI8927:SPC NC       -  ELLA GRIFFIN                             052 28 57.4
 AI8927:UTM  17      -  ELLA GRIFFIN                             051 19 57.5
 AI8927
 AI8927|---------------------------------------------------------------------|
 AI8927| PID    Reference Object                     Distance      Geod. Az  |
 AI8927|                                                           dddmmss.s |
 AI8927| AI8926 ELLA GRIFFIN                        484.773 METERS 0505605.9 |
 AI8927|---------------------------------------------------------------------|
 AI8927
 AI8927                          SUPERSEDED SURVEY CONTROL
 AI8927
 AI8927  NAD 83(2001)-  35 42 14.34560(N)    081 40 53.06384(W) AD(       ) 1
 AI8927  ELLIP H (03/13/03)  315.474  (m)                       GP(       ) 4 2
 AI8927  NAD 83(1986)-  35 42 14.35433(N)    081 40 53.06720(W) AD(       ) 1
 AI8927
 AI8927.Superseded values are not recommended for survey control.
 AI8927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8927.See file dsdata.txt to determine how the superseded data were derived.
 AI8927
 AI8927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3835751331(NAD 83)
 AI8927_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8927_STAMPING: CAROLYN 1996
 AI8927_MARK LOGO: NCGS  
 AI8927_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8927+STABILITY: SURFACE MOTION
 AI8927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8927+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI8927
 AI8927  HISTORY     - Date     Condition        Report By
 AI8927  HISTORY     - 1996     MONUMENTED       NCGS
 AI8927
 AI8927                          STATION DESCRIPTION
 AI8927
 AI8927'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (PAC)
 AI8927'STATION IS LOCATED ABOUT 2.7 MI (4.3 KM) NORTH-NORTHEAST OF BURKEMONT
 AI8927'AND 2.8 MI (4.5 KM) SOUTH OF MORGANTON.
 AI8927'PROCEED ALONG SR 1922-ENOLA ROAD FOR 0.75 MI (1.21 KM) SOUTH FROM THE
 AI8927'I-40 UNDERPASS (NEAR MORGANTON) , THENCE WEST FOR 0.65 MI (1.05 KM) TO
 AI8927'A GRAVEL DRIVE ON SOUTH SIDE OF ROAD AND STATION NEAR POWER POLE, ALSO
 AI8927'0.1 MI (0.2 KM) WEST OF SR 1999-OAKDALE DRIVE.
 AI8927'MARK IS ABOUT 1-FOOT HIGHER THAN ROAD AND RECESSED 1-INCH BELOW
 AI8927'SURFACE.  LOCATED 27.5 FT (8.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AI8927'SR 1940-PETE BRITTAIN ROAD, 29.0 FT (8.8 M) EAST-NORTHEAST OF THE
 AI8927'CENTER OF GRAVEL DRIVE, 40.0 FT (12.2 M) EAST-SOUTHEAST OF THE
 AI8927'CENTERLINE INTERSECTION, 21.0 FT (6.4 M) EAST OF A 12-INCH REINFORCED
 AI8927'CONCRETE PIPE (EAST END) UNDER DRIVE, 17.8 FT (5.4 M) EAST-NORTHEAST
 AI8927'OF THE CENTER OF A WATER METER, 96.5 FT (29.4 M) NORTH OF THE
 AI8927'NORTHWEST CORNER OF A ONE STORY FRAME HOUSE, AND 43.3 FT (13.2 M) WEST
 AI8927'OF A 3-INCH CHERRY AND 9.9 FT (3.0 M) EAST OF A POWER POLE--BOTH WITH
 AI8927'REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EX0644 ***********************************************************************
 EX0644  DESIGNATION -  CAROON POINT
 EX0644  PID         -  EX0644
 EX0644  STATE/COUNTY-  NC/DARE
 EX0644  USGS QUAD   -  MANNS HARBOR (1974)
 EX0644
 EX0644                         *CURRENT SURVEY CONTROL
 EX0644  ___________________________________________________________________
 EX0644* NAD 83(2001)-  35 57 33.60322(N)    075 48 31.57436(W)     ADJUSTED  
 EX0644* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 EX0644  ___________________________________________________________________
 EX0644  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 EX0644  GEOID HEIGHT-         -39.01  (meters)                     GEOID03
 EX0644  HORZ ORDER  -  THIRD
 EX0644
 EX0644.The horizontal coordinates were established by classical geodetic methods
 EX0644.and adjusted by the National Geodetic Survey in August 2005.
 EX0644
 EX0644.The orthometric height was scaled from a topographic map.
 EX0644
 EX0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EX0644
 EX0644.The geoid height was determined by GEOID03.
 EX0644
 EX0644;                    North         East     Units Scale Factor Converg.
 EX0644;SPC NC       -   249,715.309   897,417.537   MT  0.99994873   +1 50 30.8
 EX0644;SPC NC       -   819,274.31  2,944,277.37   sFT  0.99994873   +1 50 30.8
 EX0644;UTM  18      - 3,979,740.309   427,069.260   MT  0.99966554   -0 28 29.8
 EX0644
 EX0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EX0644!SPC NC       -   1.00000586  x   0.99994873  =   0.99995458
 EX0644!UTM  18      -   1.00000586  x   0.99966554  =   0.99967139
 EX0644
 EX0644:                Primary Azimuth Mark                     Grid Az
 EX0644:SPC NC       -  POWELL POINT 2                           002 55 29.0
 EX0644:UTM  18      -  POWELL POINT 2                           005 14 29.6
 EX0644
 EX0644|---------------------------------------------------------------------|
 EX0644| PID    Reference Object                     Distance      Geod. Az  |
 EX0644|                                                           dddmmss.s |
 EX0644| FW1421 POWELL POINT 2                      APPROX.12.5 KM 0044559.8 |
 EX0644| FW1424 SPOON                               APPROX. 9.1 KM 0083211.1 |
 EX0644| EX0537 FORT RALEIGH FLAGPOLE               APPROX. 9.2 KM 1040002.8 |
 EX0644| EX0552 NORTH WEST POINT                    APPROX. 7.8 KM 1100335.3 |
 EX0644| EX0731 CAROON POINT RM 1                                  18755     |
 EX0644| EX0732 CAROON POINT RM 2                                  23403     |
 EX0644|---------------------------------------------------------------------|
 EX0644
 EX0644                          SUPERSEDED SURVEY CONTROL
 EX0644
 EX0644  NAD 83(1986)-  35 57 33.61913(N)    075 48 31.58507(W) AD(       ) 3
 EX0644  NAD 27      -  35 57 33.03000(N)    075 48 32.94000(W) AD(       ) 3
 EX0644
 EX0644.Superseded values are not recommended for survey control.
 EX0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EX0644.See file dsdata.txt to determine how the superseded data were derived.
 EX0644
 EX0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVE2706979740(NAD 83)
 EX0644
 EX0644  HISTORY     - Date     Condition        Report By
 EX0644  HISTORY     - 1915     MONUMENTED       CGS
 EX0644  HISTORY     - 1933     SEE DESCRIPTION  CGS
 EX0644
 EX0644                          STATION DESCRIPTION
 EX0644
 EX0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 EX0644'SOUTH SHORE OF ALBEMARLE SOUND, NEAR NORTH END OF CROATAN SOUND.
 EX0644'
 EX0644'THE POINT WAS ALL WASHED AWAY.  AN OVERTURNED SQUARE MARK WITH
 EX0644'THE PLATE GONE WAS FOUND.  AND IT IS BELIEVED THIS WAS THE
 EX0644'REFERENCE MARK.  THE STATION PROBABLY OFF SHORE AND GONE.
 EX0644'
 EX0644'A NEW STATION, MASHOE, WAS ESTABLISHED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2499 ***********************************************************************
 FA2499  HT_MOD      -  This is a Height Modernization Survey Station.
 FA2499  DESIGNATION -  CAROWINDS
 FA2499  PID         -  FA2499
 FA2499  STATE/COUNTY-  NC/MECKLENBURG
 FA2499  USGS QUAD   -  FORT MILL (1993)
 FA2499
 FA2499                         *CURRENT SURVEY CONTROL
 FA2499  ___________________________________________________________________
 FA2499* NAD 83(2007)-  35 06 26.34358(N)    080 56 05.06189(W)     ADJUSTED  
 FA2499* NAVD 88     -       194.06   (meters)     636.7    (feet)  GPS OBS   
 FA2499  ___________________________________________________________________
 FA2499  EPOCH DATE  -        2002.00
 FA2499  X           -     823,046.346 (meters)                     COMP
 FA2499  Y           -  -5,158,475.770 (meters)                     COMP
 FA2499  Z           -   3,647,707.427 (meters)                     COMP
 FA2499  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 FA2499  ELLIP HEIGHT-         163.629 (meters)          (02/10/07) ADJUSTED
 FA2499  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 FA2499
 FA2499  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FA2499  Type    PID    Designation                      North   East  Ellip
 FA2499  -------------------------------------------------------------------
 FA2499  NETWORK FA2499 CAROWINDS                         0.25   0.22   0.31
 FA2499  -------------------------------------------------------------------
 FA2499
 FA2499.The horizontal coordinates were established by GPS observations
 FA2499.and adjusted by the National Geodetic Survey in February 2007.
 FA2499
 FA2499.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FA2499.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FA2499.The horizontal coordinates are valid at the epoch date displayed above.
 FA2499.The epoch date for horizontal control is a decimal equivalence
 FA2499.of Year/Month/Day.
 FA2499
 FA2499.The orthometric height was determined by GPS observations and a
 FA2499.high-resolution geoid model.
 FA2499.The orthometric height was determined by GPS observations and a
 FA2499.high-resolution geoid model using precise GPS observation and
 FA2499.processing techniques.
 FA2499
 FA2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FA2499
 FA2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2499
 FA2499.The ellipsoidal height was determined by GPS observations
 FA2499.and is referenced to NAD 83.
 FA2499
 FA2499.The geoid height was determined by GEOID03.
 FA2499
 FA2499;                    North         East     Units Scale Factor Converg.
 FA2499;SPC NC       -   152,285.781   433,246.388   MT  0.99987575   -1 07 00.0
 FA2499;SPC NC       -   499,624.27  1,421,409.19   sFT  0.99987575   -1 07 00.0
 FA2499;UTM  17      - 3,884,946.238   505,947.351   MT  0.99960044   +0 02 15.1
 FA2499
 FA2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2499!SPC NC       -   0.99997432  x   0.99987575  =   0.99985007
 FA2499!UTM  17      -   0.99997432  x   0.99960044  =   0.99957477
 FA2499
 FA2499:                Primary Azimuth Mark                     Grid Az
 FA2499:SPC NC       -  INTERSTATE                               139 43 59.1
 FA2499:UTM  17      -  INTERSTATE                               138 34 44.0
 FA2499
 FA2499|---------------------------------------------------------------------|
 FA2499| PID    Reference Object                     Distance      Geod. Az  |
 FA2499|                                                           dddmmss.s |
 FA2499| FA2506 INTERSTATE                          480.995 METERS 1383659.1 |
 FA2499| FA2498 HARLEE                              416.901 METERS 2341743.7 |
 FA2499|---------------------------------------------------------------------|
 FA2499
 FA2499                          SUPERSEDED SURVEY CONTROL
 FA2499
 FA2499  NAD 83(2001)-  35 06 26.34363(N)    080 56 05.06190(W) AD(       ) 1
 FA2499  ELLIP H (08/02/04)  163.629  (m)                       GP(       ) 4 1
 FA2499  NAD 83(2001)-  35 06 26.34291(N)    080 56 05.06247(W) AD(       ) 1
 FA2499  NAD 83(2001)-  35 06 26.34305(N)    080 56 05.06311(W) AD(       ) 1
 FA2499  ELLIP H (03/13/03)  163.658  (m)                       GP(       ) 4 2
 FA2499  NAD 83(1986)-  35 06 26.35824(N)    080 56 05.07002(W) AD(       ) 1
 FA2499  NAD 83(1995)-  35 06 26.34417(N)    080 56 05.06319(W) AD(       ) 1
 FA2499  ELLIP H (07/02/01)  163.645  (m)                       GP(       ) 4 1
 FA2499  NAD 83(1986)-  35 06 26.36305(N)    080 56 05.07536(W) AD(       ) 2
 FA2499  NAD 27      -  35 06 25.83411(N)    080 56 05.80429(W) AD(       ) 2
 FA2499  NGVD 29 (07/19/86)  194.2    (m)          637.     (f) VERT ANG    3  
 FA2499
 FA2499.Superseded values are not recommended for survey control.
 FA2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2499.See file dsdata.txt to determine how the superseded data were derived.
 FA2499
 FA2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0594784946(NAD 83)
 FA2499_MARKER: DS = TRIANGULATION STATION DISK
 FA2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2499_STAMPING: CAROWINDS NC 1970 SC
 FA2499_MARK LOGO: NCGS  
 FA2499_PROJECTION: PROJECTING 61 CENTIMETERS
 FA2499_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2499+STABILITY: SURFACE MOTION
 FA2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FA2499+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 FA2499
 FA2499  HISTORY     - Date     Condition        Report By
 FA2499  HISTORY     - 1970     MONUMENTED       NCGS
 FA2499  HISTORY     - 19950927 GOOD             SCDOT
 FA2499  HISTORY     - 19990213 MARK NOT FOUND   USPSQD
 FA2499  HISTORY     - 19990810 GOOD             SCGS
 FA2499  HISTORY     - 20030527 GOOD             SCGS
 FA2499  HISTORY     - 20031208 GOOD             NGS+SS
 FA2499  HISTORY     - 20050514 GOOD             GEOCAC
 FA2499  HISTORY     - 20060906 GOOD             USPSQD
 FA2499
 FA2499                          STATION DESCRIPTION
 FA2499
 FA2499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA2499'CAROWINDS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA2499'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA2499'
 FA2499'CAROWINDS IS LOCATED APPROXIMATELY 9.5 MILES SSW OF CHARLOTTE.  TO
 FA2499'REACH STATION PROCEED FROM THE INTERSECTION OF NC 49 AND NC 160
 FA2499'APPROXIMATELY 12 MILES SOUTH OF CHARLOTTE.  GO NORTH ON NC 49 FOR
 FA2499'1.8 MILES TO SECOND INTERSECTION OF NC 49 WITH SR 1122 (MOSS RD.).
 FA2499'TURN RIGHT ON SR 1122 AND GO 1.25 MILES TO SR 1124 (CHOATE CIR.
 FA2499'RD.).  TURN LEFT ON SR 1124 AND GO 0.95 MILE TO END OF PAVED
 FA2499'ROAD AND SOUTH CAROLINA HIGHWAY S46-48 ON THE RIGHT.  GO STRAIGHT
 FA2499'AHEAD ON A GRAVEL ROAD FOR 0.45 MILE TO FORKS IN THE ROAD.  TAKE
 FA2499'RIGHT FORK FOR 0.2 MILE TO CROSSROADS.  CONTINUE STRAIGHT AHEAD
 FA2499'FOR 0.1 MILE TO STATION ON THE LEFT, IN THE CENTER OF A SHARP CURVE
 FA2499'TO THE RIGHT.  STATION IS ON THE NORTH CAROLINA-SOUTH CAROLINA STATE
 FA2499'LINE.
 FA2499'
 FA2499'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2499'CAROWINDS 1970, SET IN THE TOP OF A CONCRETE PILLAR, WHICH IS 24
 FA2499'INCHES ABOVE THE GROUND.
 FA2499'
 FA2499'MARK IS
 FA2499'200.0 FEET SE OF RM NO. 1.
 FA2499'199.99 FEET SW OF RM NO. 2.
 FA2499'200.0 FEET N OF RM NO. 3.
 FA2499'31.0 FEET S OF FENCE CORNER.
 FA2499'26.0 FEET N OF CENTER OF DIRT ROAD.
 FA2499'
 FA2499'THESE POINTS WERE SET ON NORTH CAROLINA-SOUTH CAROLINA STATE LINE BY
 FA2499'SPRATT AND SEAVERS, INC. (ENGINEERS AND LAND SURVEYORS), CHARLOTTE,
 FA2499'N. C. ACCORDING TO DEED AND PHYSICAL EVIDENCE.
 FA2499
 FA2499                          STATION RECOVERY (1995)
 FA2499
 FA2499'RECOVERY NOTE BY SC DEPT OF TRANSP 1995 (DGB)
 FA2499'TO REACH THE STATION FROM THE JUNCTION OVERPASS OF INTERSTATE HIGHWAY
 FA2499'77, SC STATE ROAD 4601 (CAROWINDS BLVD.) AND US HIGHWAY 21 (EXIT 90) ,
 FA2499'5.75 MILES (9.25 KM) NORTH OF FORT MILL, GO NORTHWEST ON CAROWINDS
 FA2499'BLVD.  FOR 0.35 MILES (0.56 KM) TO THE ENTRANCE OF CAROWINDS
 FA2499'RECREATION PARK, TURN RIGHT ON ENTRANCE DRIVE FOR 0.73 MILE (1.17 KM)
 FA2499'TO A FORK IN THE DRIVE, BEAR RIGHT ON FORK FOR 0.1 MILE (0.2 KM) TO A
 FA2499'TEE JUNCTION OF A PAVED ROAD, CONTINUE AHEAD BY FOOT APPROXIMATELY 219
 FA2499'FEET (66.8 M) TO THE STATION IN A GRASSY FIELD.  RECOVERED BY M.H.
 FA2499'DAWSON.
 FA2499
 FA2499                          STATION RECOVERY (1999)
 FA2499
 FA2499'RECOVERY NOTE BY US POWER SQUADRON 1999
 FA2499'MARK NOT FOUND.
 FA2499
 FA2499                          STATION RECOVERY (1999)
 FA2499
 FA2499'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 1999 (DDW)
 FA2499'STATION IS LOCATED 5.75 MILES (9.25 KM) NORTH OF FORT MILL.
 FA2499'OWNERSHIP--CAROWINDS AMUSEMENT PARK.  TO REACH THE STATION FROM THE
 FA2499'JUNCTION OVERPASS OF INTERSTATE 77, STATE ROAD 1440 (CAROWINDS
 FA2499'BOULEVARD) AND U.S.  HIGHWAY 21 (EXIT 90) , 5.75 MILES (9.25 KM) NORTH
 FA2499'OF FORT MILL, GO NORTHWEST ON ROAD 1440 FOR 0.3 MILE (0.5 KM) TO THE
 FA2499'ENTRANCE OF CAROWINDS AMUSEMENT PARK, TURN RIGHT ON THE ENTRANCE DRIVE
 FA2499'FOR 0.65 MILE (1.05 KM) TO A FORK, BEAR RIGHT ON FORK FOR 0.1 MILE
 FA2499'(0.2 KM) TO A T-JUNCTION AND THE STATION STRAIGHT AHEAD IN AN OPEN
 FA2499'FIELD.  STATION IS A CONCRETE POST PROJECTING 1.6 FEET, (0.5 M) 236.0
 FA2499'FEET (71.9 M) NORTH OF THE CENTER OF THE ROAD, 212.5 FEET (64.8 M)
 FA2499'NORTH OF A SECURITY LIGHT POLE, 303.0 FEET (92.4 M) NORTH OF A FIRE
 FA2499'HYDRANT.  RECOVERED BY J.B.  SMOAK.
 FA2499
 FA2499                          STATION RECOVERY (2003)
 FA2499
 FA2499'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (DDW)
 FA2499'STATION IS LOCATED 6.9 MILES NORTH OF FORT MILL, 19.0 MILES EAST
 FA2499'SOUTHEAST OF YORK.  OWNERSHIP--CAROWINDS AMUSEMENT PARK.TO REACH THE
 FA2499'STATION FROM THE JUNCTION OF INTERSTATE 77 (EXIT 90), U.S. HIGHWAY 21
 FA2499'AND STATE ROAD 1440 (CAROWINDS BOULEVARD), 5.8 MILES NORTH OF FORT
 FA2499'MILL, GO NORTHWEST ON ROAD 1440 FOR 0.3 MILE TO THE JUNCTION OF THE
 FA2499'ENTRANCE DRIVE TO THE CAROWINDS AMUSEMENT PARK, CONTINUE ON ROAD 1440
 FA2499'FOR 0.7 MILE TO THE JUNCTION OF STATE ROAD 1124 (CHOATE CIRCLE) LEFT
 FA2499'AND A PAVED ROAD (CATAWBA TRACE) RIGHT, TURN RIGHT ON CATAWBA TRACE
 FA2499'FOR 0.25 MILE TO A GUARD HOUSE,  AFTER SIGNING IN CONTINUE ON THE
 FA2499'PAVED ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT IN AN OPEN
 FA2499'IELD.STATION IS A CONCRETE POST PROJECTING 2.0 FEET AND 4.0 FEET ABOVE
 FA2499'THE ROAD, 236.7 FEET NORTH NORTHEAST OF THE CENTER OF THE ROAD, 105.2
 FA2499'FEET SOUTH SOUTHWEST OF A 1.2-FOOT LONE CEDAR TREE, 131.3 FEET EAST
 FA2499'SOUTHEAST OF A 1.3-FOOT OAK TREE WITH A SCGS REFERENCE WASHER
 FA2499'ATTACHED, 212.6 FEET NORTH OF A SECURITY LIGHT POLE.RECOVERED BY R.P.
 FA2499'MCKEOWN.
 FA2499' 
 FA2499'
 FA2499
 FA2499                          STATION RECOVERY (2003)
 FA2499
 FA2499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (SM;)
 FA2499'RECOVERED AS DESCRIBED.
 FA2499
 FA2499                          STATION RECOVERY (2005)
 FA2499
 FA2499'RECOVERY NOTE BY GEOCACHING 2005 (NEW)
 FA2499'FOUND AFTER WADING THROUGH TALL GRASS BESIDE THE BUS PARKING AT THE
 FA2499'CAROWINDS THEMEPARK. PICTURES AT GEOCACHING.COM
 FA2499
 FA2499                          STATION RECOVERY (2006)
 FA2499
 FA2499'RECOVERY NOTE BY US POWER SQUADRON 2006
 FA2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0309 ***********************************************************************
 FA0309  DESIGNATION -  CARP
 FA0309  PID         -  FA0309
 FA0309  STATE/COUNTY-  NC/MECKLENBURG
 FA0309  USGS QUAD   -  CHARLOTTE WEST (1993)
 FA0309
 FA0309                         *CURRENT SURVEY CONTROL
 FA0309  ___________________________________________________________________
 FA0309* NAD 83(2001)-  35 08 12.00214(N)    080 58 40.69337(W)     ADJUSTED  
 FA0309* NAVD 88     -       198.425  (meters)     651.00   (feet)  ADJUSTED  
 FA0309  ___________________________________________________________________
 FA0309  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FA0309  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 FA0309  DYNAMIC HT  -         198.242 (meters)     650.40  (feet)  COMP
 FA0309  MODELED GRAV-     979,706.8   (mgal)                       NAVD 88
 FA0309
 FA0309  HORZ ORDER  -  SECOND
 FA0309  VERT ORDER  -  SECOND    CLASS 0
 FA0309
 FA0309.The horizontal coordinates were established by classical geodetic methods
 FA0309.and adjusted by the National Geodetic Survey in August 2005.
 FA0309
 FA0309.The orthometric height was determined by differential leveling
 FA0309.and adjusted in June 1991.
 FA0309
 FA0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0309
 FA0309.The geoid height was determined by GEOID03.
 FA0309
 FA0309.The dynamic height is computed by dividing the NAVD 88
 FA0309.geopotential number by the normal gravity value computed on the
 FA0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0309.degrees latitude (g = 980.6199 gals.).
 FA0309
 FA0309.The modeled gravity was interpolated from observed gravity values.
 FA0309
 FA0309;                    North         East     Units Scale Factor Converg.
 FA0309;SPC NC       -   155,618.514   429,371.193   MT  0.99987460   -1 08 29.9
 FA0309;SPC NC       -   510,558.41  1,408,695.32   sFT  0.99987460   -1 08 29.9
 FA0309;UTM  17      - 3,888,199.337   502,006.891   MT  0.99960005   +0 00 45.6
 FA0309
 FA0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0309!SPC NC       -   0.99997364  x   0.99987460  =   0.99984824
 FA0309!UTM  17      -   0.99997364  x   0.99960005  =   0.99957370
 FA0309
 FA0309:                Primary Azimuth Mark                     Grid Az
 FA0309:SPC NC       -  VALVE                                    118 05 07.5
 FA0309:UTM  17      -  VALVE                                    116 55 52.0
 FA0309
 FA0309|---------------------------------------------------------------------|
 FA0309| PID    Reference Object                     Distance      Geod. Az  |
 FA0309|                                                           dddmmss.s |
 FA0309| FA2548 VALVE                               APPROX. 1.0 KM 1165637.6 |
 FA0309| FA0310 WESTINGHOUSE                         70.113 METERS 18407     |
 FA0309|---------------------------------------------------------------------|
 FA0309
 FA0309                          SUPERSEDED SURVEY CONTROL
 FA0309
 FA0309  NAD 83(1986)-  35 08 12.02382(N)    080 58 40.70325(W) AD(       ) 2
 FA0309  NAD 27      -  35 08 11.49363(N)    080 58 41.43469(W) AD(       ) 2
 FA0309  NGVD 29 (??/??/92)  198.658  (m)          651.76   (f) ADJ UNCH    2 0
 FA0309
 FA0309.Superseded values are not recommended for survey control.
 FA0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0309.See file dsdata.txt to determine how the superseded data were derived.
 FA0309
 FA0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU0200788199(NAD 83)
 FA0309_MARKER: DE = TRAVERSE STATION DISK
 FA0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA0309_STAMPING: CARP 1968
 FA0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0309+STABILITY: SURFACE MOTION
 FA0309
 FA0309  HISTORY     - Date     Condition        Report By
 FA0309  HISTORY     - 1968     MONUMENTED       NCGS
 FA0309  HISTORY     - 1970     GOOD             NCGS
 FA0309  HISTORY     - 1972     GOOD             NCGS
 FA0309  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 FA0309  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 FA0309  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FA0309  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 FA0309  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0309  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 FA0309
 FA0309                          STATION DESCRIPTION
 FA0309
 FA0309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FA0309'CARP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FA0309'IN THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0309'
 FA0309'CARP IS LOCATED APPROXIMATELY 9.8 MILES SOUTHWEST OF
 FA0309'CHARLOTTE.  STATION IS AT THE INTERSECTION OF ARROWOOD BLVD. WITH
 FA0309'NC 160, IN THE NORTHWEST QUADRANT OF INTERSECTION.
 FA0309'
 FA0309'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0309'CARP 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0309'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0309'
 FA0309'MARK IS
 FA0309'
 FA0309'61.7 FT W OF C/L OF NC 160
 FA0309'
 FA0309'62.0 FT N OF C/L OF ARROWOOD BLVD.
 FA0309'
 FA0309'23.0 FT NE OF W END OF CULVERT UNDER NC 160
 FA0309'
 FA0309'137.8 FT S OF PP 33 19 WITH TRANSFORMER ON W SIDE OF NC 160,
 FA0309'AND WITH ALUMINUM REF. TAG
 FA0309'
 FA0309'134.8 FT SW OF PP ON E SIDE OF NC 160, AND WITH ALUMINUM REF. TAG
 FA0309
 FA0309                          STATION RECOVERY (1970)
 FA0309
 FA0309'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (ESL)
 FA0309'RECOVERED AS DESCRIBED.
 FA0309
 FA0309                          STATION RECOVERY (1972)
 FA0309
 FA0309'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0309'9.8 MI SW FROM CHARLOTTE.
 FA0309'STATION IS LOCATED APPROXIMATELY 2.6 MI. S OF SMALL COMMUNITY
 FA0309'OF SHOPTON AND 0.4 MI. W OF CARPENTER AIRPORT, IN THE NW QUADRANT
 FA0309'OF INTERSECTION OF NC 160 AND SR 1410 WEST (WESTINGHOUSE BLVD.),
 FA0309'61.7 FT W OF C/L OF NC 160, 62.0 FT N OF WESTINGHOUSE RD., 23.0
 FA0309'FT NE OF W END OF CULVERT UNDER NC 160, 137.8 FT S OF ALUMINUM REF.
 FA0309'TAG ON PP 33-19, AND 134.8 FT SW OF ALUMINUM REF. TAG ON PP ON
 FA0309'E SIDE OF NC 160.  DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH
 FA0309'THE GROUND.
 FA0309
 FA0309                          STATION RECOVERY (1977)
 FA0309
 FA0309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (LJZ)
 FA0309'CARP 1968 NOT FOUND.
 FA0309'
 FA0309'AREA POSSIBLY RECENTLY PLOWED.  MOST REFERENCES STILL IN EXISTENCE.
 FA0309
 FA0309                          STATION RECOVERY (1984)
 FA0309
 FA0309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (LJL)
 FA0309'STATION NOT FOUND - NO WITNESS POST.
 FA0309'
 FA0309'ALL REFERENCES WERE CHECKED DILIGENTLY.  METAL DETECTOR USED.  NO
 FA0309'POWER POLES OR REF. TAGS WERE LOCATED.
 FA0309'
 FA0309'FORMER ARROWOOD BLVD. IS CHANGED TO (WESTING HOUSE BLVD.) THE
 FA0309'ENTIRE INTERSECTION HAS BEEN WIDENED AND EXCAVATED.  A TWO LANE
 FA0309'BLVD (WESTING HOUSE) RUNS FROM NO. 49 ACROSS HIGHWAY 160 TO THE
 FA0309'WESTING HOUSE PLANT.
 FA0309
 FA0309                          STATION RECOVERY (1987)
 FA0309
 FA0309'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0309'MARK NOT FOUND.
 FA0309
 FA0309                          STATION RECOVERY (1988)
 FA0309
 FA0309'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0309'MARK NOT FOUND.
 FA0309
 FA0309                          STATION RECOVERY (1989)
 FA0309
 FA0309'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0309'MARK NOT FOUND.
 FA0309
 FA0309                          STATION RECOVERY (1990)
 FA0309
 FA0309'RECOVERY NOTE BY US POWER SQUADRON 1990 (JFM)
 FA0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3445 ***********************************************************************
 FA3445  DESIGNATION -  CARPENTER
 FA3445  PID         -  FA3445
 FA3445  STATE/COUNTY-  NC/CLEVELAND
 FA3445  USGS QUAD   -  CASAR (1956)
 FA3445
 FA3445                         *CURRENT SURVEY CONTROL
 FA3445  ___________________________________________________________________
 FA3445* NAD 83(2001)-  35 32 50.06676(N)    081 32 03.18953(W)     ADJUSTED  
 FA3445* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 FA3445  ___________________________________________________________________
 FA3445  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 FA3445  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA3445  HORZ ORDER  -  THIRD
 FA3445
 FA3445.The horizontal coordinates were established by classical geodetic methods
 FA3445.and adjusted by the National Geodetic Survey in August 2005.
 FA3445
 FA3445.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3445
 FA3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3445
 FA3445.The geoid height was determined by GEOID03.
 FA3445
 FA3445;                    North         East     Units Scale Factor Converg.
 FA3445;SPC NC       -   202,301.737   379,858.933   MT  0.99988585   -1 27 45.6
 FA3445;SPC NC       -   663,718.28  1,246,253.85   sFT  0.99988585   -1 27 45.6
 FA3445;UTM  17      - 3,933,863.974   451,578.149   MT  0.99962889   -0 18 38.1
 FA3445
 FA3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3445!SPC NC       -   0.99992847  x   0.99988585  =   0.99981433
 FA3445!UTM  17      -   0.99992847  x   0.99962889  =   0.99955738
 FA3445
 FA3445:                Primary Azimuth Mark                     Grid Az
 FA3445:SPC NC       -  BENN RESET                               281 26 37.8
 FA3445:UTM  17      -  BENN RESET                               280 17 30.3
 FA3445
 FA3445|---------------------------------------------------------------------|
 FA3445| PID    Reference Object                     Distance      Geod. Az  |
 FA3445|                                                           dddmmss.s |
 FA3445| FA3451 BENN RESET                          APPROX.11.6 KM 2795852.2 |
 FA3445|---------------------------------------------------------------------|
 FA3445
 FA3445                          SUPERSEDED SURVEY CONTROL
 FA3445
 FA3445  NAD 83(1995)-  35 32 50.07546(N)    081 32 03.18924(W) AD(       ) 3
 FA3445  NAD 83(1986)-  35 32 50.07621(N)    081 32 03.19144(W) AD(       ) 3
 FA3445  NAD 27      -  35 32 49.60989(N)    081 32 03.86857(W) AD(       ) 3
 FA3445  NGVD 29 (07/19/86)  487.9    (m)         1601.     (f) VERT ANG    3  
 FA3445
 FA3445.Superseded values are not recommended for survey control.
 FA3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3445.See file dsdata.txt to determine how the superseded data were derived.
 FA3445
 FA3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV5157833864(NAD 83)
 FA3445_MARKER: DD = SURVEY DISK
 FA3445_SETTING: 80 = SET IN A BOULDER
 FA3445_SP_SET: PARTIALLY EXPOSED BOULDER
 FA3445_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA3445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3445+STABILITY: SURFACE MOTION
 FA3445
 FA3445  HISTORY     - Date     Condition        Report By
 FA3445  HISTORY     - 1948     MONUMENTED       USGS
 FA3445  HISTORY     - 19950315 MARK NOT FOUND   USPSQD
 FA3445
 FA3445                          STATION DESCRIPTION
 FA3445
 FA3445'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (GBG)
 FA3445'LOCATED ABOUT 1 MILE NW OF TOLCUA,ON TOP OF SHARP,PROMINENT PEAK
 FA3445'CALLED CARPENTER KNOB. IT IS ABOUT 17 MILES WNW OF LINCOLNTON,20 MILES
 FA3445'SE OF MORGANTON AND 21 MILES SW OF HICKORY. AND IS OWNED BY JOE
 FA3445'COSNER.
 FA3445'
 FA3445'TO REACH FROM JUNCTION OF STATE HIGHWAYS 18 AND 10 IN TOLCUA,GO W ON
 FA3445'STATE HIGHWAY 10 FOR 0.8 MILES TO T-RD,ABOUT 0.02 MILE W OF Y-JUNCTION
 FA3445'TAKE T-ROAD N FOR 0.55 MILE AND TURN LEFT AT HOUSE ON RIDGE,PROCEED UP
 FA3445'RIDGE ON MAIN ROAD 0.35 MILE AND TURN SHARP LEFT ON WOODS ROAD NEAR
 FA3445'HOUSE,FOLLOW WOODS ROAD 0.25 MILE TO FORK ,TAKE LEFT FORK 0.05 MILE TO
 FA3445'PATH UPHILL AND END OF CAR TRAVEL.FOLLOW PATH UP STEEP SLOPE ABOUT 0.2
 FA3445'MILE TO TOP AND STATION.
 FA3445'
 FA3445'STANDARD TABLET STAMPED---CARPENTER 1948---SET IN TOP OF BOULDER
 FA3445'BURIED IN GROUND PROJECTING 1 IN. IT IS IN THE HIGHEST POINT AND
 FA3445'7 FEET NW. OF HICKORY TREE, 3.5 FEET SW. OF 15-IN. HICKORY TREE.
 FA3445'
 FA3445'REFERENCE MARK NO 1, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3445'---NO 1 194 1948---119.51 FEET FROM STATION.
 FA3445'IT IS 18 FEET S. OF PATH DOWN W. SIDE OF HILL, IN LEDGE ROCK.
 FA3445'
 FA3445'REFERENCE MARK NO 2, A STANDARD REFERENCE MARK TABLET STAMPED
 FA3445'---NO 2 1948---122.5 FEET FROM STATION.
 FA3445'IT IS IN ROCK LEDGE ON NW. SLOPE OF HILL. 11 FEET WNW. OF
 FA3445'TRIPLE 15-INCH CHESTNUT TREE.
 FA3445
 FA3445                          STATION RECOVERY (1995)
 FA3445
 FA3445'RECOVERY NOTE BY US POWER SQUADRON 1995
 FA3445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5679 ***********************************************************************
 AE5679  DESIGNATION -  CARPENTER
 AE5679  PID         -  AE5679
 AE5679  STATE/COUNTY-  NC/MACON
 AE5679  USGS QUAD   -  FRANKLIN (1946)
 AE5679
 AE5679                         *CURRENT SURVEY CONTROL
 AE5679  ___________________________________________________________________
 AE5679* NAD 83(2007)-  35 12 12.22563(N)    083 22 43.08164(W)     ADJUSTED  
 AE5679* NAVD 88     -       633.1    (meters)    2077.     (feet)  VERTCON   
 AE5679  ___________________________________________________________________
 AE5679  EPOCH DATE  -        2002.00
 AE5679  X           -     601,668.653 (meters)                     COMP
 AE5679  Y           -  -5,183,140.732 (meters)                     COMP
 AE5679  Z           -   3,656,676.877 (meters)                     COMP
 AE5679  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AE5679  ELLIP HEIGHT-         604.721 (meters)          (02/10/07) ADJUSTED
 AE5679  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AE5679
 AE5679  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE5679  Type    PID    Designation                      North   East  Ellip
 AE5679  -------------------------------------------------------------------
 AE5679  NETWORK AE5679 CARPENTER                         0.39   0.31   0.90
 AE5679  -------------------------------------------------------------------
 AE5679
 AE5679.The horizontal coordinates were established by GPS observations
 AE5679.and adjusted by the National Geodetic Survey in February 2007.
 AE5679
 AE5679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE5679.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE5679.The horizontal coordinates are valid at the epoch date displayed above.
 AE5679.The epoch date for horizontal control is a decimal equivalence
 AE5679.of Year/Month/Day.
 AE5679
 AE5679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5679
 AE5679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5679
 AE5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5679
 AE5679.The ellipsoidal height was determined by GPS observations
 AE5679.and is referenced to NAD 83.
 AE5679
 AE5679.The geoid height was determined by GEOID03.
 AE5679
 AE5679;                    North         East     Units Scale Factor Converg.
 AE5679;SPC NC       -   170,016.109   211,055.298   MT  0.99987295   -2 31 38.0
 AE5679;SPC NC       -   557,794.52    692,437.26   sFT  0.99987295   -2 31 38.0
 AE5679;UTM  17      - 3,898,191.309   283,463.167   MT  1.00017789   -1 22 18.4
 AE5679
 AE5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5679!SPC NC       -   0.99990509  x   0.99987295  =   0.99977805
 AE5679!UTM  17      -   0.99990509  x   1.00017789  =   1.00008296
 AE5679
 AE5679                          SUPERSEDED SURVEY CONTROL
 AE5679
 AE5679  NAD 83(2001)-  35 12 12.22555(N)    083 22 43.08196(W) AD(       ) 1
 AE5679  ELLIP H (03/13/03)  604.727  (m)                       GP(       ) 4 2
 AE5679  NAD 83(1995)-  35 12 12.22561(N)    083 22 43.08170(W) AD(       ) 1
 AE5679  NAD 83(1986)-  35 12 12.23102(N)    083 22 43.08914(W) AD(       ) 1
 AE5679  NGVD 29 (02/10/98)  633.1    (m)         2077.     (f) VERT ANG    3  
 AE5679
 AE5679.Superseded values are not recommended for survey control.
 AE5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5679.See file dsdata.txt to determine how the superseded data were derived.
 AE5679
 AE5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8346398191(NAD 83)
 AE5679_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5679_SP_SET: CONCRETE PAD
 AE5679_STAMPING: CARPENTER 1994
 AE5679_MARK LOGO: NCGS  
 AE5679_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5679+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AE5679
 AE5679  HISTORY     - Date     Condition        Report By
 AE5679  HISTORY     - 1994     MONUMENTED       NCGS
 AE5679  HISTORY     - 20030625 MARK NOT FOUND   NCGS
 AE5679  HISTORY     - 20040625 SEE DESCRIPTION  NCGS
 AE5679  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 AE5679
 AE5679                          STATION DESCRIPTION
 AE5679
 AE5679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5679'STATION IS LOCATED 1.5 MI (2.4 KM) NORTH 0F FRANKLIN, AT THE MACON
 AE5679'COUNTY LANDFILL DUMP STATION. PROCEED ALONG US 441 BUSINESS FOR 0.4 MI
 AE5679'(0.6 KM) SOUTHWEST FROM US 441-23 (IN FRANKLIN), THENCE NORTH FOR 0.2
 AE5679'MI (0.3 KM) ALONG SR 1325 (LAKE EMORY DRIVE), THENCE NORTHWEST FOR 0.7
 AE5679'MI (1.1 KM) ALONG SR 1324 (LAKE SHORE DRIVE) TO THE MACON COUNTY
 AE5679'LANDFILL, THENCE NORTH FOR 0.25 MI (0.40 KM) ALONG THE LANDFILL DRIVE
 AE5679'TO DUMPSTERS AND STATION NEAR THE SOUTHEAST CORNER OF A L-SHAPED
 AE5679'CONCRETE PAD ABOVE DUMPSTERS. MARK IS ABOUT 7-FEET HIGHER THAN DRIVE.
 AE5679'LOCATED 39.0 FT (11.9 M) NORTH OF THE CENTERLINE OF LANDFILL DRIVE,
 AE5679'8.3 FT (2.5 M) NORTHWEST OF SOUTHEAST CORNER OF PAD, 23.6 FT (7.2 M)
 AE5679'EAST OF SOUTHWEST CORNER, 52.5 FT (16.0 M) SOUTH-SOUTHWEST OF
 AE5679'NORTHEAST CORNER AND 71.4 FT (21.8 M) WEST OF SOUTHWEST CORNER OF
 AE5679'MAINTENANCE SHOP.
 AE5679
 AE5679                          STATION RECOVERY (2003)
 AE5679
 AE5679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (MDB)
 AE5679'THE STATION WAS NOT FOUND, THE CONCRETE PAD IS NO LONGER THERE. IT HAS
 AE5679'EITHER BEEN DESTROYED OR BURIED IN THE LAND FILL.
 AE5679
 AE5679                          STATION RECOVERY (2004)
 AE5679
 AE5679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (MDB)
 AE5679'THE STATION WAS NOT FOUND, THE CONCRETE PAD IS NO LONGER THERE. IT HAS
 AE5679'EITHER BEEN DESTROYED OR BURIED IN THE LAND FILL.
 AE5679
 AE5679                          STATION RECOVERY (2004)
 AE5679
 AE5679'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AE5679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7372 ***********************************************************************
 AE7372  DESIGNATION -  CARPENTER
 AE7372  PID         -  AE7372
 AE7372  STATE/COUNTY-  NC/DURHAM
 AE7372  USGS QUAD   -  BAYLEAF (1987)
 AE7372
 AE7372                         *CURRENT SURVEY CONTROL
 AE7372  ___________________________________________________________________
 AE7372* NAD 83(2001)-  35 56 09.43915(N)    078 44 44.79070(W)     ADJUSTED  
 AE7372* NAVD 88     -       147.3    (meters)     483.     (feet)  VERTCON   
 AE7372  ___________________________________________________________________
 AE7372  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 AE7372  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 AE7372  HORZ ORDER  -  SECOND
 AE7372
 AE7372.The horizontal coordinates were established by classical geodetic methods
 AE7372.and adjusted by the National Geodetic Survey in August 2005.
 AE7372
 AE7372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE7372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE7372
 AE7372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7372
 AE7372.The geoid height was determined by GEOID03.
 AE7372
 AE7372;                    North         East     Units Scale Factor Converg.
 AE7372;SPC NC       -   242,524.141   632,540.270   MT  0.99994377   +0 08 48.2
 AE7372;SPC NC       -   795,681.29  2,075,259.20   sFT  0.99994377   +0 08 48.2
 AE7372;UTM  17      - 3,979,193.367   703,348.533   MT  1.00010955   +1 19 24.3
 AE7372
 AE7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7372!SPC NC       -   0.99998192  x   0.99994377  =   0.99992569
 AE7372!UTM  17      -   0.99998192  x   1.00010955  =   1.00009147
 AE7372
 AE7372                          SUPERSEDED SURVEY CONTROL
 AE7372
 AE7372  NAD 83(1986)-  35 56 09.44425(N)    078 44 44.79855(W) AD(       ) 2
 AE7372  NGVD 29 (03/10/98)  147.5    (m)          484.     (f) VERT ANG    3  
 AE7372
 AE7372.Superseded values are not recommended for survey control.
 AE7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7372.See file dsdata.txt to determine how the superseded data were derived.
 AE7372
 AE7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0334979193(NAD 83)
 AE7372_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7372_STAMPING: CARPENTER 1986
 AE7372_MARK LOGO: NCGS  
 AE7372_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7372+STABILITY: SURFACE MOTION
 AE7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7372+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2007
 AE7372
 AE7372  HISTORY     - Date     Condition        Report By
 AE7372  HISTORY     - 1986     MONUMENTED       NCGS
 AE7372  HISTORY     - 20071222 GOOD             GEOCAC
 AE7372
 AE7372                          STATION DESCRIPTION
 AE7372
 AE7372'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7372'STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) EAST-SOUTHEAST OF DURHAM,
 AE7372'AND 3.4 KM (2.10 MI) NORTH-NORTHWEST OF LEESVILLE COMMUNITY. PROCEED
 AE7372'ALONG SR 1906 (LEESVILLE ROAD) FOR 4.2 KM (2.60 MI) EAST FROM US 70 TO
 AE7372'SR 1901 (CARPENTER POND ROAD), THENCE 2.6 KM (1.60 MI) EAST TO THE
 AE7372'STATION, OR 0.3 KM (0.20 MI) WEST OF SR 1840 (HICKORY GROVE CHURCH
 AE7372'ROAD), IN THE NORTH SHOULDER, ON THE EAST SIDE OF THE F.P. CARPENTER
 AE7372'RESIDENCE. MARK IS RECESSED 5 INCHES BELOW GROUND AND LEVEL WITH ROAD.
 AE7372'LOCATED 3.8 M (12.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1901,
 AE7372'4.4 M (14.4 FT) EAST OF THE NORTH END OF A CULVERT UNDER THE ROAD
 AE7372'BESIDE THE DRIVEWAY, 15.5 M (50.9 FT) SOUTHWEST OF A 10-INCH
 AE7372'MAPLE--AND 40.9 M (134.2 FT) WEST OF THE NORTHEAST CORNER POST OF A
 AE7372'BARBED WIRE FENCE, 7.3 M (24.0 FT) EAST-SOUTHEAST OF A TELEPHONE
 AE7372'PEDESTAL BESIDE A SERVICE POLE (10), 39.6 M (129.9 FT) SOUTH-SOUTHEAST
 AE7372'OF A SERVICE POLE WITH A NIGHT LAMP AT A SHED--ALL THREE WITH
 AE7372'REFERENCE TAGS.
 AE7372
 AE7372                          STATION RECOVERY (2007)
 AE7372
 AE7372'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 AE7372'RECOVERED AS DESCRIBED AT 3222 CARPENTER POND ROAD (PIN
 AE7372'0779-02-55-2736). CURRENT OWNER MARY ALLYSON SHEPHERD. FOR MORE
 AE7372'INFORMATION AND NC GRID COORDINATES, SEE PLAT BOOK 151 PAGE 391,
 AE7372'DURHAM COUNTY REGISTRY.
 AE7372' 
 AE7372' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DH4706 ***********************************************************************
 DH4706  DESIGNATION -  CARPENTER
 DH4706  PID         -  DH4706
 DH4706  STATE/COUNTY-  NC/GASTON
 DH4706  USGS QUAD   -  GASTONIA NORTH (1993)
 DH4706
 DH4706                         *CURRENT SURVEY CONTROL
 DH4706  ___________________________________________________________________
 DH4706* NAD 83(2007)-  35 18 37.54089(N)    081 11 16.15333(W)     ADJUSTED  
 DH4706* NAVD 88     -       236.015  (meters)     774.33   (feet)  ADJUSTED  
 DH4706  ___________________________________________________________________
 DH4706  EPOCH DATE  -        2002.00
 DH4706  X           -     798,267.636 (meters)                     COMP
 DH4706  Y           -  -5,149,254.840 (meters)                     COMP
 DH4706  Z           -   3,666,143.075 (meters)                     COMP
 DH4706  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 DH4706  ELLIP HEIGHT-         204.608 (meters)          (02/10/07) ADJUSTED
 DH4706  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 DH4706  DYNAMIC HT  -         235.789 (meters)     773.58  (feet)  COMP
 DH4706
 DH4706  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH4706  Type    PID    Designation                      North   East  Ellip
 DH4706  -------------------------------------------------------------------
 DH4706  NETWORK DH4706 CARPENTER                         0.29   0.27   1.04
 DH4706  -------------------------------------------------------------------
 DH4706  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 DH4706
 DH4706  VERT ORDER  -  SECOND    CLASS II
 DH4706
 DH4706.This is a reference station for the GASTON
 DH4706.National Continuously Operating Reference Station (GAST).
 DH4706
 DH4706.The horizontal coordinates were established by GPS observations
 DH4706.and adjusted by the National Geodetic Survey in February 2007.
 DH4706
 DH4706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH4706.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH4706.The horizontal coordinates are valid at the epoch date displayed above.
 DH4706.The epoch date for horizontal control is a decimal equivalence
 DH4706.of Year/Month/Day.
 DH4706
 DH4706.The orthometric height was determined by differential leveling
 DH4706.and adjusted in July 2007.
 DH4706
 DH4706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4706
 DH4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4706
 DH4706.The ellipsoidal height was determined by GPS observations
 DH4706.and is referenced to NAD 83.
 DH4706
 DH4706.The geoid height was determined by GEOID03.
 DH4706
 DH4706.The dynamic height is computed by dividing the NAVD 88
 DH4706.geopotential number by the normal gravity value computed on the
 DH4706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4706.degrees latitude (g = 980.6199 gals.).
 DH4706
 DH4706.The modeled gravity was interpolated from observed gravity values.
 DH4706
 DH4706;                    North         East     Units Scale Factor Converg.
 DH4706;SPC NC       -   175,290.419   410,677.666   MT  0.99987311   -1 15 45.9
 DH4706;SPC NC       -   575,098.65  1,347,364.98   sFT  0.99987311   -1 15 45.9
 DH4706;UTM  17      - 3,907,485.411   482,926.050   MT  0.99960359   -0 06 30.8
 DH4706
 DH4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4706!SPC NC       -   0.99996789  x   0.99987311  =   0.99984100
 DH4706!UTM  17      -   0.99996789  x   0.99960359  =   0.99957149
 DH4706
 DH4706|---------------------------------------------------------------------|
 DH4706| PID    Reference Object                     Distance      Geod. Az  |
 DH4706|                                                           dddmmss.s |
 DH4706| DE8425 GASTON CORS ARP                      84.500 METERS 30144     |
 DH4706|---------------------------------------------------------------------|
 DH4706
 DH4706                          SUPERSEDED SURVEY CONTROL
 DH4706
 DH4706  NAD 83(1986)-  35 18 37.55789(N)    081 11 16.15505(W) AD(       ) 1
 DH4706  NAD 83(2001)-  35 18 37.54088(N)    081 11 16.15336(W) AD(       ) B
 DH4706  ELLIP H (05/31/05)  204.609  (m)                       GP(       ) 4 2
 DH4706  NAVD 88 (05/31/05)  236.01   (m)          774.3    (f) LEVELING    3  
 DH4706
 DH4706.Superseded values are not recommended for survey control.
 DH4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4706.See file dsdata.txt to determine how the superseded data were derived.
 DH4706
 DH4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8292607485(NAD 83)
 DH4706_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4706_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4706_STAMPING: CARPENTER 1999
 DH4706_MARK LOGO: NCGS  
 DH4706_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4706+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1999
 DH4706
 DH4706  HISTORY     - Date     Condition        Report By
 DH4706  HISTORY     - 1999     MONUMENTED       NCGS
 DH4706  HISTORY     - 19990601 GOOD             NCGS
 DH4706
 DH4706                          STATION DESCRIPTION
 DH4706
 DH4706'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DH4706'STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTH OF GASTONIA AND 3.8 MI
 DH4706'(6.1 KM) SOUTH OF HARDINS. ALONG US 321 FOR 0.3 MI (0.5 KM) SOUTH FROM
 DH4706'THE INTERSECTION WITH NC 275/279, ON TOP OF THE WEST BANK. MARK IS
 DH4706'ABOUT 3-FEET HIGHER THAN US 321 AND PROJECTS 3-INCHES ABOVE GROUND.
 DH4706'LOCATED 90.5 FT (27.6 M) WEST OF THE CENTERLINE OF US 321 SOUTH BOUND
 DH4706'LANES, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF LIBRARY LANE (ON THE
 DH4706'GASTON COMMUNITY COLLEGE CAMPUS) AND 6.8 FT (2.1 M) FROM THE BACK OF
 DH4706'CURB, 48.5 FT (14.8 M) NORTH-NORTHWEST OF THE RIGHT-OF-WAY MONUMENT AT
 DH4706'THE SOUTH END OF A 4-FT HIGH CHAIN LINK FENCE, 46.0 FT (14.0 M)
 DH4706'EAST-NORTHEAST OF A LIGHT POLE AND 33.2 FT (10.1 M) SOUTHWEST OF A
 DH4706'4-INCH SYCAMORE, WITH REFERENCE TAG.
 DH4706
 DH4706                          STATION RECOVERY (1999)
 DH4706
 DH4706'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 DH4706'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5703 ***********************************************************************
 AE5703  DESIGNATION -  CARPENTER AZ MK
 AE5703  PID         -  AE5703
 AE5703  STATE/COUNTY-  NC/MACON
 AE5703  USGS QUAD   -  FRANKLIN (1946)
 AE5703
 AE5703                         *CURRENT SURVEY CONTROL
 AE5703  ___________________________________________________________________
 AE5703* NAD 83(2001)-  35 12 07.83540(N)    083 22 53.31540(W)     ADJUSTED  
 AE5703* NAVD 88     -       639.6    (meters)    2098.     (feet)  VERTCON   
 AE5703  ___________________________________________________________________
 AE5703  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AE5703  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AE5703  HORZ ORDER  -  SECOND
 AE5703
 AE5703.The horizontal coordinates were established by classical geodetic methods
 AE5703.and adjusted by the National Geodetic Survey in August 2005.
 AE5703
 AE5703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE5703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE5703
 AE5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5703
 AE5703.The geoid height was determined by GEOID03.
 AE5703
 AE5703;                    North         East     Units Scale Factor Converg.
 AE5703;SPC NC       -   169,892.377   210,790.751   MT  0.99987296   -2 31 43.9
 AE5703;SPC NC       -   557,388.57    691,569.32   sFT  0.99987296   -2 31 43.9
 AE5703;UTM  17      - 3,898,062.228   283,201.090   MT  1.00017929   -1 22 24.1
 AE5703
 AE5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5703!SPC NC       -   0.99990407  x   0.99987296  =   0.99977705
 AE5703!UTM  17      -   0.99990407  x   1.00017929  =   1.00008335
 AE5703
 AE5703                          SUPERSEDED SURVEY CONTROL
 AE5703
 AE5703  NAD 83(1995)-  35 12 07.83546(N)    083 22 53.31514(W) AD(       ) 2
 AE5703  NAD 83(1986)-  35 12 07.84102(N)    083 22 53.32278(W) AD(       ) 2
 AE5703  NGVD 29 (02/10/98)  639.6    (m)         2098.     (f) VERT ANG    3  
 AE5703
 AE5703.Superseded values are not recommended for survey control.
 AE5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5703.See file dsdata.txt to determine how the superseded data were derived.
 AE5703
 AE5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU8320198062(NAD 83)
 AE5703_MARKER: DZ = AZIMUTH MARK DISK
 AE5703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5703_STAMPING: CARPENTER 1994
 AE5703_MARK LOGO: NCGS  
 AE5703_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5703+STABILITY: SURFACE MOTION
 AE5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5703+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE5703
 AE5703  HISTORY     - Date     Condition        Report By
 AE5703  HISTORY     - 1994     MONUMENTED       NCGS
 AE5703
 AE5703                          STATION DESCRIPTION
 AE5703
 AE5703'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 AE5703'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF FRANKLIN AT THE
 AE5703'MACON COUNTY LANDFILL. PROCEED ALONG US 441 BUSINESS FOR 0.4 MI (0.6
 AE5703'KM) SOUTHWEST FROM US 441-23 (IN FRANKLIN), THENCE NORTH FOR 0.2 MI
 AE5703'(0.3 KM) ALONG SR 1325 (LAKE EMORY ROAD), THENCE NORTHWEST FOR 0.7 MI
 AE5703'(1.1 KM) ALONG SR 1324 (LAKE SHORE DRIVE) TO THE MACON COUNTY
 AE5703'LANDFILL, THENCE NORTH FOR 0.5 MI (0.8 KM) TO GATE AT FILL AREA AND
 AE5703'STATION 440 FEET (134.1 M) NORTH OF GATE AT A CHAIN LINK FENCE. MARK
 AE5703'IS ABOUT FLUSH WITH GROUND. LOCATED 1.6 FT (0.5 M) NORTH-NORTHEAST OF
 AE5703'A WITNESS SIGN ON CHAIN LINK FENCE AND 14.2 FT (4.3 M) WEST-NORTHWEST
 AE5703'OF THE NORTHEAST CORNER OF CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7396 ***********************************************************************
 AE7396  DESIGNATION -  CARPENTER RESET
 AE7396  PID         -  AE7396
 AE7396  STATE/COUNTY-  NC/WAKE
 AE7396  USGS QUAD   -  CARY (1993)
 AE7396
 AE7396                         *CURRENT SURVEY CONTROL
 AE7396  ___________________________________________________________________
 AE7396* NAD 83(2007)-  35 49 42.89217(N)    078 52 18.10130(W)     ADJUSTED  
 AE7396* NAVD 88     -       120.379  (meters)     394.94   (feet)  ADJUSTED  
 AE7396  ___________________________________________________________________
 AE7396  EPOCH DATE  -        2002.00
 AE7396  X           -     999,239.660 (meters)                     COMP
 AE7396  Y           -  -5,079,882.143 (meters)                     COMP
 AE7396  Z           -   3,712,839.131 (meters)                     COMP
 AE7396  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 AE7396  ELLIP HEIGHT-          88.516 (meters)          (02/10/07) ADJUSTED
 AE7396  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AE7396  DYNAMIC HT  -         120.278 (meters)     394.61  (feet)  COMP
 AE7396
 AE7396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE7396  Type    PID    Designation                      North   East  Ellip
 AE7396  -------------------------------------------------------------------
 AE7396  NETWORK AE7396 CARPENTER RESET                   0.29   0.25   0.69
 AE7396  -------------------------------------------------------------------
 AE7396  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 AE7396
 AE7396  VERT ORDER  -  SECOND    CLASS II
 AE7396
 AE7396.The horizontal coordinates were established by GPS observations
 AE7396.and adjusted by the National Geodetic Survey in February 2007.
 AE7396
 AE7396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE7396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE7396.The horizontal coordinates are valid at the epoch date displayed above.
 AE7396.The epoch date for horizontal control is a decimal equivalence
 AE7396.of Year/Month/Day.
 AE7396
 AE7396.The orthometric height was determined by differential leveling
 AE7396.and adjusted in December 2000.
 AE7396.No vertical observational check was made to the station.
 AE7396
 AE7396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7396
 AE7396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7396
 AE7396.The ellipsoidal height was determined by GPS observations
 AE7396.and is referenced to NAD 83.
 AE7396
 AE7396.The geoid height was determined by GEOID03.
 AE7396
 AE7396.The dynamic height is computed by dividing the NAVD 88
 AE7396.geopotential number by the normal gravity value computed on the
 AE7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7396.degrees latitude (g = 980.6199 gals.).
 AE7396
 AE7396.The modeled gravity was interpolated from observed gravity values.
 AE7396
 AE7396;                    North         East     Units Scale Factor Converg.
 AE7396;SPC NC       -   230,589.161   621,193.779   MT  0.99992316   +0 04 26.6
 AE7396;SPC NC       -   756,524.61  2,038,033.26   sFT  0.99992316   +0 04 26.6
 AE7396;UTM  17      - 3,967,026.528   692,247.385   MT  1.00005544   +1 14 46.4
 AE7396
 AE7396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7396!SPC NC       -   0.99998611  x   0.99992316  =   0.99990927
 AE7396!UTM  17      -   0.99998611  x   1.00005544  =   1.00004155
 AE7396
 AE7396|---------------------------------------------------------------------|
 AE7396| PID    Reference Object                     Distance      Geod. Az  |
 AE7396|                                                           dddmmss.s |
 AE7396| EZ2159 CARPENTER RM 4                       34.040 METERS 07542     |
 AE7396| EZ6103 CARPENTER RM 1                       43.820 METERS 11744     |
 AE7396| EZ5416 CARY MUNICIPAL TANK                 APPROX. 9.5 KM 1194218.4 |
 AE7396| EZ5414 CARPENTER RM 2 AZIMUTH              344.160 METERS 16228     |
 AE7396| EZ5313 APEX MUNICIPAL TANK                 APPROX.11.0 KM 1700534.5 |
 AE7396| EZ6104 CARPENTER RM 3                       20.585 METERS 24119     |
 AE7396| EZ5431 HURST                               140.649 METERS 26655     |
 AE7396|---------------------------------------------------------------------|
 AE7396
 AE7396                          SUPERSEDED SURVEY CONTROL
 AE7396
 AE7396  NAD 83(2001)-  35 49 42.89239(N)    078 52 18.10117(W) AD(       ) 1
 AE7396  ELLIP H (03/13/03)   88.513  (m)                       GP(       ) 4 2
 AE7396  NAD 83(1986)-  35 49 42.89575(N)    078 52 18.11127(W) AD(       ) 1
 AE7396  NAD 83(1986)-  35 49 42.89575(N)    078 52 18.11127(W) AD(       ) 1
 AE7396  NAVD 88 (08/15/00)  120.36   (m)          394.9    (f) LEVELING    3  
 AE7396  NGVD 29 (03/10/98)  120.6    (m)          396.     (f) GPS OBS     3  
 AE7396
 AE7396.Superseded values are not recommended for survey control.
 AE7396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7396.See file dsdata.txt to determine how the superseded data were derived.
 AE7396
 AE7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9224767027(NAD 83)
 AE7396_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7396_STAMPING: CARPENTER 1933 1980
 AE7396_MARK LOGO: NGS   
 AE7396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7396+STABILITY: SURFACE MOTION
 AE7396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7396+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 AE7396
 AE7396  HISTORY     - Date     Condition        Report By
 AE7396  HISTORY     - 1980     MONUMENTED       NGS
 AE7396  HISTORY     - 19920818 GOOD             NCGS
 AE7396  HISTORY     - 19960521 GOOD             NCGS
 AE7396  HISTORY     - 20050501 SEE DESCRIPTION  GEOCAC
 AE7396  HISTORY     - 20080228 GOOD             INDIV
 AE7396
 AE7396                          STATION DESCRIPTION
 AE7396
 AE7396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AE7396'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED DISTURBED.
 AE7396'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 AE7396'THREE AND FOUR WERE NOT FOUND AND ARE BELIEVED TO BE DESTROYED.  THE
 AE7396'SURFACE STATION MARK WAS RESET 20 INCHES BELOW THE GROUND SURFACE AND
 AE7396'REFERENCE MARK 1 WAS REMOVED AT THE PROPERTY OWNERS REQUEST. REFERENCE
 AE7396'MARK 5 WAS ESTABLISHED AND NORTH CAROLINA GEODETIC SURVEY STATION
 AE7396'HURST 1961 WILL SERVE AS AN ADDITIONAL REFERENCE MARK.  A COMPLETE NEW
 AE7396'DESCRIPTION FOLLOWS.
 AE7396' 
 AE7396'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH-NORTHWEST OF CARPENTER, 7
 AE7396'MILES (11.3 KM) NORTH-NORTHWEST OF APEX AND ABOUT 50 FT (15.2 M) EAST
 AE7396'OF THE CROWN OF A LOW HILL IN A CULTIVATED FIELD ON THE PROPERTY OF MR
 AE7396'BOBBY PITTARD WHO LIVED 0.2 MILE (0.3 KM) NORTHWEST OF THE STATION.
 AE7396'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND
 AE7396'STATE ROUTE 54 IN NORTHWEST RALEIGH, GO NORTHERLY ON STATE ROUTE 54
 AE7396'FOR 1.35 MILE (2.17 KM) TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 AE7396'NORTHERLY ON STATE ROUTE 54, DURHAM RD, PASSING THROUGH THE EDGE OF
 AE7396'CARY, FOR 7.45 MILES (11.99 KM) TO THE VILLAGE OF MORRISVILLE AND THE
 AE7396'JUNCTION WITH SR 3014.  TURN LEFT AND GO SOUTHWESTERLY ON SR 3014 FOR
 AE7396'2.60 MILES (4.18 KM) TO A SIDE ROAD RIGHT, SR 1634.  TURN RIGHT AND GO
 AE7396'NORTHERLY ON SR 1634 FOR 0.2 MILE (0.3 KM) TO THE GOOD HOPE BAPTIST
 AE7396'CHURCH AND THE REFERENCE MARK 2 ON THE RIGHT.  CONTINUE NORTHERLY FOR
 AE7396'0.15 MILE (0.24 KM) TO A FIELD ROAD ON RIGHT.  TURN RIGHT AND GO 0.05
 AE7396'MILE (0.08 KM) TO STATION ON LEFT.
 AE7396' 
 AE7396'STATION MARKS ARE STANDARD DISKS STAMPED---CARPENTER 1933 1980---.
 AE7396'THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 AE7396'THAT IS 30-INCHES IN DIAMETER AND RECESSED 16-INCHES BELOW THE GROUND
 AE7396'SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 AE7396'48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 139.7 FT (42.6 M)
 AE7396'WEST-SOUTHWEST OF A UTILITY POLE WITH A TRANSFORMER AND AN ALUMINUM
 AE7396'REFERENCE TAG, 178 FT (54.3 M) NORTHWEST OF THE APPROXIMATE CENTER OF
 AE7396'THE FIELD ROAD, 188.4 FT (57.4 M) EAST OF A UTILITY POLE WITH A
 AE7396'REFERENCE TAG, 199 FT (60.7 M) SOUTHWEST OF SOUTHWEST CORNER OF
 AE7396'STORAGE SHED, 200.4 FT (61.1 M) EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 AE7396'CONCRETE BLOCK AND METAL BARN AND 307.6 FT (93.8 M) NORTHEAST OF THE
 AE7396'CENTERLINE OF SR 1634.
 AE7396' 
 AE7396'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---CARPENTER 1933 NO 5
 AE7396'1980---, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS
 AE7396'12-INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS 2 FT (0.6 M)
 AE7396'NORTHWEST OF A METAL WITNESS POST, 2.2 FT (0.7 M) SOUTHEAST OF THE
 AE7396'UTILITY POLE WITH A TRANSFORMER, 85.5 FT (26.1 M) NORTHWEST OF THE
 AE7396'APPROXIMATE CENTER OF THE FIELD ROAD, 101.5 FT (30.9 M) SOUTH OF THE
 AE7396'SOUTHWEST CORNER OF THE METAL STORAGE SHED AND ABOUT 2 FT (0.6 M)
 AE7396'LOWER THAN THE STTAION MARK.
 AE7396' 
 AE7396'HURST IS A STANDARD NORTH CAROLINA GEODETIC SURVEY STATION MARK DISK
 AE7396'STAMPED---HURST 1961---, SET IN THE TOP OF A 6-INCH SQSUARE CONCRETE
 AE7396'POST THAT IS RECESSED 1-INCH BELOW THE GROUND SURFACE.  IT IS 15.5 FT
 AE7396'(4.7 M) SOUTH OF A TRIPLE-TRUNK TREE WITH AN ALUMINUM REFERENCE TAG,
 AE7396'25.5 FT (7.8 M) EAST OF THE CENTERLINE OF SR 1634, 21 FT (6.4 M) WEST
 AE7396'OF A POWERLINE POLE WITH A REFERENCE TAG, 36.4 FT (11.1 M) SOUTHEAST
 AE7396'OF THE SOUTHEAST CORNER OF THE HURST HOME AND 53.5 FT (16.3 M)
 AE7396'NORTHEAST OF A POWERLINE POLE WITH A REFERENCE TAG.
 AE7396' 
 AE7396'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CARPENTER NO 2 1933---,
 AE7396'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 4
 AE7396'INCHES BELOW THE GROUND SURFACE.  IT IS 2 FT (0.6 M) EAST-SOUTHEAST OF
 AE7396'A METAL WITNESS POST, 22.2 FT (6.8 M) SOUTH OF THE APPROXIMATE CENTER
 AE7396'OF A TRACK ROAD LEADING TO A CEMETARY, 77 FT (23.5 M) NORTH OF THE
 AE7396'NORTHWEST CORNER OF GOOD HOPE BAPTIST CHURCH, 79.4 FT (24.2 M)
 AE7396'NORTHWEST OF THE NORTHWEST CORNER OF THE ADDITION ON THE BACK ON THE
 AE7396'CHURCH AND 90.5 FT (27.6 M) EAST OF THE CENTERLINE OF SR 1634.
 AE7396
 AE7396                          STATION RECOVERY (1992)
 AE7396
 AE7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB)
 AE7396'RECOVERED AS DESCRIBED. MARK IS LOCATED 31.0 FT (9.4 M) SOUTH OF A
 AE7396'POWER LINE CROSSING, AND 186.0 FT (56.7 M) EAST OF A POWER POLE WITH A
 AE7396'REFERENCE TAG. GOOD HOPE CHURCH SPIRE IS VISIBLE AND THE GRID AZIMUTH
 AE7396'IS--163-07-39.49.
 AE7396
 AE7396                          STATION RECOVERY (1996)
 AE7396
 AE7396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AE7396'RECOVERED AS DESCRIBED.
 AE7396'THE GOOD HOPE BABTIST CHURCH BELFRY IS VISIBLE FROM THE STATION AND
 AE7396'THE GRID AZIMUTH IS --163-07-13.25
 AE7396
 AE7396                          STATION RECOVERY (2005)
 AE7396
 AE7396'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AE7396'ADMINISTRATIVE NOTE. THIS STATION WAS RESET BY NGS IN 1980.
 AE7396'
 AE7396'REFERENCE MARK 1 (EZ6103) WAS NOT FOUND IN 1957 AND SUBSEQUENTLY WAS
 AE7396'REMOVED FROM THE NGS DATABASE.
 AE7396'
 AE7396'REFERENCE MARK 2 WAS NOT FOUND IN 1961, AND WAS IMPACTED BY
 AE7396'CONSTRUCTION OF A PARKING LOT WEST OF THE NEW CHURCH BUILDING. THIS
 AE7396'WAS CONFIRMED WITH A VISIT TO THE SITE IN MAY 2005, AND BY INPUT FROM
 AE7396'A LOCAL RESIDENT.
 AE7396'
 AE7396'REFERENCE MARK 3 (EZ6104) HAS BEEN REMOVED FROM THE NGS DATABASE.
 AE7396'
 AE7396'REFERENCE MARK 4 (ESTABLISHED IN 1957) WAS NOT FOUND IN MAY 2005. A
 AE7396'LOCAL RESIDENT SAYS IT WAS REMOVED AND A NEW REFERENCE MARK WAS SET.
 AE7396'
 AE7396'REFERENCE MARK 5 (AE7401, ASSOCIATED WITH  CARPENTER RESET ) WAS
 AE7396'RECOVERED AS DESCRIBED, BUT IS TILTED TO THE NORTH.
 AE7396'
 AE7396
 AE7396                          STATION RECOVERY (2008)
 AE7396
 AE7396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DKB)
 AE7396'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5414 ***********************************************************************
 EZ5414  DESIGNATION -  CARPENTER RM 2 AZIMUTH
 EZ5414  PID         -  EZ5414
 EZ5414  STATE/COUNTY-  NC/WAKE
 EZ5414  USGS QUAD   -  CARY (1993)
 EZ5414
 EZ5414                         *CURRENT SURVEY CONTROL
 EZ5414  ___________________________________________________________________
 EZ5414* NAD 83(2001)-  35 49 32.24492(N)    078 52 13.96882(W)     ADJUSTED  
 EZ5414* NAVD 88     -       117.64   (meters)     386.0    (feet)  LEVELING  
 EZ5414  ___________________________________________________________________
 EZ5414  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 EZ5414  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EZ5414  HORZ ORDER  -  SECOND
 EZ5414  VERT ORDER  -  THIRD ?
 EZ5414
 EZ5414.The horizontal coordinates were established by classical geodetic methods
 EZ5414.and adjusted by the National Geodetic Survey in August 2005.
 EZ5414
 EZ5414.The orthometric height was determined by differential leveling.
 EZ5414.The vertical network tie was performed by a horz. field party for horz.
 EZ5414.obs reductions. Reset procedures were used to establish the elevation.
 EZ5414
 EZ5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5414
 EZ5414.The geoid height was determined by GEOID03.
 EZ5414
 EZ5414;                    North         East     Units Scale Factor Converg.
 EZ5414;SPC NC       -   230,261.162   621,297.923   MT  0.99992264   +0 04 29.0
 EZ5414;SPC NC       -   755,448.50  2,038,374.94   sFT  0.99992264   +0 04 29.0
 EZ5414;UTM  17      - 3,966,700.685   692,358.230   MT  1.00005597   +1 14 48.5
 EZ5414
 EZ5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5414!SPC NC       -   0.99998654  x   0.99992264  =   0.99990918
 EZ5414!UTM  17      -   0.99998654  x   1.00005597  =   1.00004251
 EZ5414
 EZ5414|---------------------------------------------------------------------|
 EZ5414| PID    Reference Object                     Distance      Geod. Az  |
 EZ5414|                                                           dddmmss.s |
 EZ5414| EZ5429 FURRELL                             395.279 METERS 19450     |
 EZ5414| AE7396 CARPENTER RESET                     344.160 METERS 34228     |
 EZ5414|---------------------------------------------------------------------|
 EZ5414
 EZ5414                          SUPERSEDED SURVEY CONTROL
 EZ5414
 EZ5414  NAD 83(1986)-  35 49 32.24852(N)    078 52 13.97906(W) AD(       ) 2
 EZ5414  NAD 27      -  35 49 31.71630(N)    078 52 14.96065(W) AD(       ) 2
 EZ5414  NGVD 29 (07/19/86)  117.89   (m)          386.8    (f) LEVELING    3  
 EZ5414
 EZ5414.Superseded values are not recommended for survey control.
 EZ5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5414.See file dsdata.txt to determine how the superseded data were derived.
 EZ5414
 EZ5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9235866701(NAD 83)
 EZ5414_MARKER: DR = REFERENCE MARK DISK
 EZ5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5414_STAMPING: CARPENTER NO 2 1933
 EZ5414_MARK LOGO: CGS   
 EZ5414_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5414+STABILITY: SURFACE MOTION
 EZ5414
 EZ5414  HISTORY     - Date     Condition        Report By
 EZ5414  HISTORY     - 1933     MONUMENTED       CGS
 EZ5414  HISTORY     - 1980     GOOD             NGS
 EZ5414  HISTORY     - 19801120 GOOD             NGS
 EZ5414  HISTORY     - 19801120 GOOD             NGS
 EZ5414  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 EZ5414
 EZ5414                          STATION DESCRIPTION
 EZ5414
 EZ5414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ5414'ABOUT 7 MILES A LITTLE WEST OF NORTH OF APEX, THREE-FOURTHS
 EZ5414'MILE NORTH OF CARPENTER POST OFFICE, AND 6 MILES WEST-NORTHWEST
 EZ5414'OF CARY, ON LAND OF J.W. HEARST.  TO REACH FROM CARY PROCEED TO
 EZ5414'JUNCTION OF ROUTES 1 AND 70, GO WEST AND NORTH 4.0 MILES TOWARD
 EZ5414'DURHAM ON ROUTE 70, AND TURN LEFT ONTO DIRT ROAD AT SOUTH SIDE
 EZ5414'OF MORRISVILLE RAILROAD STATION AT ARROW CARPENTER 3 MILES.
 EZ5414'FOLLOW THIS ROAD 1.4 MILES, KEEP STRAIGHT AHEAD AT CROSSROADS
 EZ5414'WITH ARROW APEX 5 MILES, GO 1.3 MILES, TURN RIGHT AT A
 EZ5414'T-ROAD, PROCEED ALONG THIS ROAD 0.25 MILE OR 0.1 MILE BEYOND
 EZ5414'GOODHOPE CHURCH, AND TURN RIGHT INTO FIELD ROAD JUST AT FAR
 EZ5414'END OF LEFT BEND IN MAIN ROAD.  THIS ROAD LEADS TO MR. LYNNS
 EZ5414'HOUSE AND STATION SITE, ABOUT 80 YARDS NORTH OF MAIN
 EZ5414'ROAD.  STATION CARPENTER IS 55.2 FEET EAST-SOUTHEAST OF CENTER OF
 EZ5414'CHIMNEY ON MR. LYNNS HOUSE, AND 58.8 FEET EAST OF CENTER
 EZ5414'OF WELL ON SOUTH SIDE OF HOUSE.  STATION CARPENTER RM
 EZ5414'NO. 2 IS AT NORTHWEST CORNER OF THE GOODHOPE BAPTIST
 EZ5414'CHURCH, AND APPROXIMATELY 0.25 MILE FROM STATION CARPENTER
 EZ5414'S 17 DEG 33 MIN E.
 EZ5414
 EZ5414                          STATION RECOVERY (1980)
 EZ5414
 EZ5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ5414'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE OLD CHURCH HAS
 EZ5414'BEEN TORN DOWN AND A NEW CHURCH CONSTRUCTED.
 EZ5414'
 EZ5414'A COMPLETE NEW DESCRIPTION FOLLOWS--
 EZ5414'
 EZ5414'STATION IS ABOUT 1/2 MILE NORTH-NORTHWEST OF CARPENTER, 2-1/2 MILES
 EZ5414'SOUTHWEST OF MORRISVILLE, 7 MILES NORTH-NORTH WEST OF APEX AND ON
 EZ5414'PROPERTY OWNED BY THE GOOD HOPE BAPTIST CHURCH.
 EZ5414'
 EZ5414'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 54 AND
 EZ5414'SECONDARY ROAD 3014 IN MORRISVILLE, GO SOUTH WESTERLY ON SR 3014 FOR
 EZ5414'2.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON SR
 EZ5414'1634 FOR 0.2 MILE TO THE GOOD HOPE BAPTIST CHURCH AND THE STATION
 EZ5414'ON THE RIGHT.
 EZ5414'
 EZ5414'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CARPENTER NO 2 1933---
 EZ5414'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED
 EZ5414'4-INCHES BELOW THE GROUND SURFACE.  IT IS 2 FEET EAST SOUTH EAST OF
 EZ5414'A METAL WITNESS POST, 22.2 FEET SOUTH OF THE APPROXIMATE CENTER
 EZ5414'OF A TRACK ROAD LEADING TO A CEMETARY, 77 FEET NORTH OF THE NORTHWEST
 EZ5414'CORNER OF THE CHURCH, 79.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EZ5414'THE ADDITION ON THE BACK OF THE CHURCH AND 90.5 FEET EAST OF THE
 EZ5414'CENTERLINE OF SR 1634.
 EZ5414
 EZ5414                          STATION RECOVERY (1980)
 EZ5414
 EZ5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ5414'IN GOOD CONDITION.  SEE 1980 NGS RECOVERY BY CLN.
 EZ5414
 EZ5414                          STATION RECOVERY (1980)
 EZ5414
 EZ5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EZ5414'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  THE OLD CHURCH HAS
 EZ5414'BEEN TORN DOWN AND A NEW CHURCH CONSTRUCTED.  A COMPLETE NEW
 EZ5414'DESCRIPTION FOLLOW.  THE STATION IS ABOUT 1/2 MILE NORTH-NORTHWEST OF
 EZ5414'CARPENTER, 2-1/2 MILES SOUTHWEST OF MORRISVILLE, 7 MILES (11.3 KM)
 EZ5414'NORTH-NORTHWEST OF APEX AND ON PROPERTY OWNED BY THE GOOD HOPE BAPTIST
 EZ5414'CHURCH.  TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 54 AND
 EZ5414'SECONDARY ROAD 3014 IN MORRISVILLE, GO SOUTHWESTERLY ON SR 3014 FOR
 EZ5414'2.6 MILES (4.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 EZ5414'ON SR 1634 FOR 0.2 MILE (0.3 KM) TO THE GOOD HOPE BAPTIST CHURCH AND
 EZ5414'THE STATION ON THE RIGHT.  REFERENCE MARK 2 IS A STANDARD DISK
 EZ5414'STAMPED---CARPENTER NO 2 1933---, SET IN THE TOP OF A 12-INCH SQUARE
 EZ5414'CONCRETE POST THAT IS RECESSED 4-INCHES BELOW THE GROUND SURFACE.  IT
 EZ5414'IS 2 FT (0.6 M) EAST SOUTHEAST OF A METAL WITNESS POST, 22.2 FT (6.8
 EZ5414'M) SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD LEADING TO A
 EZ5414'CEMETARY, 77 FT (23.5 M) NORTH OF THE NORTHWEST CORNER OF THE CHURCH,
 EZ5414'79.4 FT (24.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ADDITION ON
 EZ5414'THE BACK OF THE CHURCH AND 90.5 FT (27.6 M) EAST OF THE CENTERLINE OF
 EZ5414'SR 1634.
 EZ5414
 EZ5414                          STATION RECOVERY (2005)
 EZ5414
 EZ5414'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ5414'MARK WAS PAVED OVER WHEN A PARKING LOT WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2159 ***********************************************************************
 EZ2159  DESIGNATION -  CARPENTER RM 4
 EZ2159  PID         -  EZ2159
 EZ2159  STATE/COUNTY-  NC/WAKE
 EZ2159  USGS QUAD   -  CARY (1993)
 EZ2159
 EZ2159                         *CURRENT SURVEY CONTROL
 EZ2159  ___________________________________________________________________
 EZ2159* NAD 83(1986)-  35 49 43.     (N)    078 52 18.     (W)     SCALED    
 EZ2159* NAVD 88     -       119.815  (meters)     393.09   (feet)  ADJUSTED  
 EZ2159  ___________________________________________________________________
 EZ2159  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 EZ2159  DYNAMIC HT  -         119.715 (meters)     392.76  (feet)  COMP
 EZ2159  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 EZ2159
 EZ2159  VERT ORDER  -  SECOND    CLASS II
 EZ2159
 EZ2159.The horizontal coordinates were scaled from a topographic map and have
 EZ2159.an estimated accuracy of +/- 6 seconds.
 EZ2159
 EZ2159.The orthometric height was determined by differential leveling
 EZ2159.and adjusted in June 1991.
 EZ2159
 EZ2159.The geoid height was determined by GEOID03.
 EZ2159
 EZ2159.The dynamic height is computed by dividing the NAVD 88
 EZ2159.geopotential number by the normal gravity value computed on the
 EZ2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2159.degrees latitude (g = 980.6199 gals.).
 EZ2159
 EZ2159.The modeled gravity was interpolated from observed gravity values.
 EZ2159
 EZ2159;                    North         East    Units  Estimated Accuracy
 EZ2159;SPC NC       -   230,590.      621,200.      MT  (+/- 180 meters Scaled)
 EZ2159
 EZ2159                          SUPERSEDED SURVEY CONTROL
 EZ2159
 EZ2159  NGVD 29 (??/??/92)  120.069  (m)          393.93   (f) ADJ UNCH    2 2
 EZ2159
 EZ2159.Superseded values are not recommended for survey control.
 EZ2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2159.See file dsdata.txt to determine how the superseded data were derived.
 EZ2159
 EZ2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV922670(NAD 83)
 EZ2159_MARKER: DR = REFERENCE MARK DISK
 EZ2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2159_STAMPING: CARPENTER NO 4 1957
 EZ2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2159+STABILITY: SURFACE MOTION
 EZ2159
 EZ2159  HISTORY     - Date     Condition        Report By
 EZ2159  HISTORY     - 1957     MONUMENTED       CGS
 EZ2159  HISTORY     - 1976     GOOD             NCGS
 EZ2159  HISTORY     - 20050501 MARK NOT FOUND   GEOCAC
 EZ2159
 EZ2159                          STATION DESCRIPTION
 EZ2159
 EZ2159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976
 EZ2159'0.5 MI N FROM CARPENTER.
 EZ2159'STATION IS LOCATED ABOUT 13.3 MILES WEST OF RALEIGH.  TO REACH THE
 EZ2159'STATION FROM THE INTERSECTION OF STATE ROADS SR 1617, SR 1623 AND SR
 EZ2159'3014 NEAR THE RAILROAD CROSSING IN CARPENTER, GO EAST ALONG SR 3014
 EZ2159'0.15 MILE TO A Y JUNCTION WITH SR 1633, THENCE NORTHERLY ALONG SR 1633
 EZ2159'0.45 MILE OR 0.15 MILE PAST GOOD HOPE CHURCH TO A FIELD ROAD RIGHT,
 EZ2159'THENCE ABOUT 300 FEET NORTHEAST ALONG FIELD ROAD TO STATION, 111.68
 EZ2159'FEET EAST-NORTHEAST OF THE STATION, 3.5 FEET WEST OF THE NORTHWEST
 EZ2159'CORNER OF A BARN AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 EZ2159'INCHES ABOVE THE GROUND.
 EZ2159
 EZ2159                          STATION RECOVERY (2005)
 EZ2159
 EZ2159'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 EZ2159'NOT FOUND. A LOCAL RESIDENT SAYS IT WAS MOVED WHEN THE STATION WAS
 EZ2159'RESET IN 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7401 ***********************************************************************
 AE7401  DESIGNATION -  CARPENTER RM 5
 AE7401  PID         -  AE7401
 AE7401  STATE/COUNTY-  NC/WAKE
 AE7401  USGS QUAD   -  CARY (1993)
 AE7401
 AE7401                         *CURRENT SURVEY CONTROL
 AE7401  ___________________________________________________________________
 AE7401* NAD 83(2001)-  35 49 43.40601(N)    078 52 16.50566(W)     ADJUSTED  
 AE7401* NAVD 88     -       119.358  (meters)     391.59   (feet)  ADJUSTED  
 AE7401  ___________________________________________________________________
 AE7401  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 AE7401  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 AE7401  DYNAMIC HT  -         119.258 (meters)     391.27  (feet)  COMP
 AE7401  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 AE7401
 AE7401  HORZ ORDER  -  SECOND
 AE7401  VERT ORDER  -  SECOND    CLASS II
 AE7401
 AE7401.The horizontal coordinates were established by classical geodetic methods
 AE7401.and adjusted by the National Geodetic Survey in August 2005.
 AE7401
 AE7401.The orthometric height was determined by differential leveling
 AE7401.and adjusted in December 2000.
 AE7401.No vertical observational check was made to the station.
 AE7401
 AE7401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7401
 AE7401.The geoid height was determined by GEOID03.
 AE7401
 AE7401.The dynamic height is computed by dividing the NAVD 88
 AE7401.geopotential number by the normal gravity value computed on the
 AE7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7401.degrees latitude (g = 980.6199 gals.).
 AE7401
 AE7401.The modeled gravity was interpolated from observed gravity values.
 AE7401
 AE7401;                    North         East     Units Scale Factor Converg.
 AE7401;SPC NC       -   230,605.049   621,233.805   MT  0.99992319   +0 04 27.5
 AE7401;SPC NC       -   756,576.73  2,038,164.58   sFT  0.99992319   +0 04 27.5
 AE7401;UTM  17      - 3,967,043.234   692,287.083   MT  1.00005563   +1 14 47.3
 AE7401
 AE7401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7401!SPC NC       -   0.99998627  x   0.99992319  =   0.99990946
 AE7401!UTM  17      -   0.99998627  x   1.00005563  =   1.00004190
 AE7401
 AE7401                          SUPERSEDED SURVEY CONTROL
 AE7401
 AE7401  NAD 83(1986)-  35 49 43.40852(N)    078 52 16.51678(W) AD(       ) 2
 AE7401  NAVD 88 (08/15/00)  119.34   (m)          391.5    (f) LEVELING    3  
 AE7401
 AE7401.Superseded values are not recommended for survey control.
 AE7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7401.See file dsdata.txt to determine how the superseded data were derived.
 AE7401
 AE7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9228767043(NAD 83)
 AE7401_MARKER: DR = REFERENCE MARK DISK
 AE7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7401_STAMPING: CARPENTER 1933 NO 5 1980
 AE7401_MARK LOGO: NGS   
 AE7401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7401+STABILITY: SURFACE MOTION
 AE7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7401+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AE7401
 AE7401  HISTORY     - Date     Condition        Report By
 AE7401  HISTORY     - 1980     MONUMENTED       NGS
 AE7401  HISTORY     - 19960325 GOOD             NCGS
 AE7401  HISTORY     - 19960624 GOOD             NCGS
 AE7401  HISTORY     - 20050501 POOR             GEOCAC
 AE7401
 AE7401                          STATION DESCRIPTION
 AE7401
 AE7401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 AE7401'REFERENCE MARK NO 5, IS A STANDARD NGS DISK STAMPED, CARPENTER 1933 NO
 AE7401'5 1980, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, IN
 AE7401'DIAMTER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 0.7 METERS (2.3
 AE7401'FT) SOUTHEAST FROM UTILITY POLE WITH TRANSFORMER, 0.6 METERS (2.0 FT)
 AE7401'NORTHWEST FROM W/P, 26.1 METERS (85.6 FT) NORTHWEST FROM C/L FIELD RD,
 AE7401'30.9 METERS (101.4 FT) SOUTH FROM SOUTHWEST CORNER STORAGE SHED.
 AE7401
 AE7401                          STATION RECOVERY (1996)
 AE7401
 AE7401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AE7401'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF CARY.
 AE7401'PROCEED ALONG SR 1633 (GOOD HOPE CHURCH ROAD) FOR 0.3 MI (0.5 KM)
 AE7401'SOUTHEAST FROM NC 55 TO A FIELD ROAD, THENCE 0.1 MI (0.2 KM) NORTH
 AE7401'ALONG THE FIELD ROAD TO THE STATION, AT THE WOODS LINE. MARK IS FLUSH
 AE7401'WITH GROUND. LOCATED 86.0 FT (26.2 M) NORTHWEST OF THE CENTER OF THE
 AE7401'FIELD ROAD, 101.5 FT (30.9 M) SOUTH OF THE SOUTHWEST CORNER OF A METAL
 AE7401'STORAGE SHED, 2.0 FT (0.6 M) NORTHWEST OF A METAL WITNESS POST, 2.2 FT
 AE7401'(0.7 M) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND REFERENCE
 AE7401'TAG.
 AE7401
 AE7401                          STATION RECOVERY (1996)
 AE7401
 AE7401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 AE7401'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF CARY AND
 AE7401'0.5 MI (0.8 KM) NORTH-NORTHWEST OF CARPENTER.
 AE7401'ALONG 1633- (GOOD HOPE CHURCH ROAD) FOR 0.3 MI (0.5 KM) SOUTHEAST FROM
 AE7401'NC 55 TO A FIELD, THENCE NORTH ALONG FIELD ROAD FOR 0.1 MI (0.2 KM) TO
 AE7401'STATION AT WOODS LINE.
 AE7401'MARK IS ABOUT FLUSH THE GROUND.  LOCATED 86.0 FT (26.2 M) NORTHWEST OF
 AE7401'THE CENTER OF THE FIELD ROAD, 101.5 FT (30.9 M) SOUTH OF THE SOUTHWEST
 AE7401'CORNER OF A METAL STORAGE SHED, 2.0 FT (0.6 M) NORTHWEST OF A METAL
 AE7401'WITNESS POST, 2.2 FT (0.7 M) SOUTHEAST OF A UTILITY POLE WITH A
 AE7401'TRANSFORMER AND REFERENCE TAG.
 AE7401
 AE7401                          STATION RECOVERY (2005)
 AE7401
 AE7401'RECOVERY NOTE BY GEOCACHING 2005 (PFF)
 AE7401'RECOVERED AS DESCRIBED, EXCEPT MARK PROJECTS 2 INCHES AND IS TILTED
 AE7401'SLIGHTLY TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA2448 ***********************************************************************
 EA2448  DESIGNATION -  CARPER
 EA2448  PID         -  EA2448
 EA2448  STATE/COUNTY-  NC/ONSLOW
 EA2448  USGS QUAD   -  KELLUM (1977)
 EA2448
 EA2448                         *CURRENT SURVEY CONTROL
 EA2448  ___________________________________________________________________
 EA2448* NAD 83(2001)-  34 47 31.35742(N)    077 22 17.93943(W)     ADJUSTED  
 EA2448* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 EA2448  ___________________________________________________________________
 EA2448  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 EA2448  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 EA2448  HORZ ORDER  -  SECOND
 EA2448
 EA2448.The horizontal coordinates were established by classical geodetic methods
 EA2448.and adjusted by the National Geodetic Survey in August 2005.
 EA2448
 EA2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA2448
 EA2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA2448
 EA2448.The geoid height was determined by GEOID03.
 EA2448
 EA2448;                    North         East     Units Scale Factor Converg.
 EA2448;SPC NC       -   116,816.823   758,604.519   MT  0.99990457   +0 56 23.4
 EA2448;SPC NC       -   383,256.53  2,488,854.99   sFT  0.99990457   +0 56 23.4
 EA2448;UTM  18      - 3,852,545.238   283,015.134   MT  1.00018033   -1 21 13.6
 EA2448
 EA2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA2448!SPC NC       -   1.00000362  x   0.99990457  =   0.99990819
 EA2448!UTM  18      -   1.00000362  x   1.00018033  =   1.00018395
 EA2448
 EA2448:                Primary Azimuth Mark                     Grid Az
 EA2448:SPC NC       -  COBLE                                    227 44 11.0
 EA2448:UTM  18      -  COBLE                                    230 01 48.0
 EA2448
 EA2448|---------------------------------------------------------------------|
 EA2448| PID    Reference Object                     Distance      Geod. Az  |
 EA2448|                                                           dddmmss.s |
 EA2448| EA1194 COBLE                               APPROX. 1.5 KM 2284034.4 |
 EA2448|---------------------------------------------------------------------|
 EA2448
 EA2448                          SUPERSEDED SURVEY CONTROL
 EA2448
 EA2448  NAD 83(1986)-  34 47 31.36904(N)    077 22 17.94917(W) AD(       ) 2
 EA2448  NAD 83(1986)-  34 47 31.37120(N)    077 22 17.95213(W) AD(       ) 2
 EA2448  NAD 27      -  34 47 30.78947(N)    077 22 19.09885(W) AD(       ) 2
 EA2448  NGVD 29 (07/19/86)   14.3    (m)           47.     (f) VERT ANG    3  
 EA2448
 EA2448.Superseded values are not recommended for survey control.
 EA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA2448.See file dsdata.txt to determine how the superseded data were derived.
 EA2448
 EA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8301552545(NAD 83)
 EA2448_MARKER: DE = TRAVERSE STATION DISK
 EA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA2448_STAMPING: CARPER 1975
 EA2448_MARK LOGO: NCGS  
 EA2448_MAGNETIC: N = NO MAGNETIC MATERIAL
 EA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA2448+STABILITY: SURFACE MOTION
 EA2448
 EA2448  HISTORY     - Date     Condition        Report By
 EA2448  HISTORY     - 1975     MONUMENTED       NCGS
 EA2448  HISTORY     - 1979     POOR             NCGS
 EA2448  HISTORY     - 19910622 MARK NOT FOUND   USPSQD
 EA2448
 EA2448                          STATION DESCRIPTION
 EA2448
 EA2448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (LFS)
 EA2448'CARPER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EA2448'THE VICINITY OF JACKSONVILLE, NORTH CAROLINA.
 EA2448'
 EA2448'CARPER IS LOCATED APPROXIMATELY 4.2 MILES NE OF JACKSONVILLE.  TO
 EA2448'REACH STATION FROM JUNCTION OF U.S. 17 WITH NC 24 (JOHNSON
 EA2448'BOULEVARD) IN JACKSONVILLE, PROCEED NORTHEAST ALONG U.S. 17 FOR
 EA2448'4.0 MILES TO KELLUM COMMUNITY, AND STATION ON RIGHT AT A RAILROAD
 EA2448'CROSSING NEAR CARPER INDUSTRIES, 0.05 MILE NORTHEAST OF
 EA2448'INTERSECTION WITH SR 1326 (NW), AND 0.15 MILE SW OF INTERSECTION
 EA2448'WITH SR 1407 (SE).
 EA2448'
 EA2448'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA2448'CARPER 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA2448'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EA2448'
 EA2448'MARK IS 64.3 FT SE OF C/L OF NORTH BOUND LANE OF U.S. 17.
 EA2448'
 EA2448'14.0 FT SW OF C/L OF ENTRANCE TO CARPER INDUSTRY.
 EA2448'
 EA2448'16.2 FT NW OF WEST RAIL.
 EA2448'
 EA2448'66.3 FT SW OF TP WITH ALUMINUM REF. TAG.
 EA2448'
 EA2448'16.4 FT NE OF RAILROAD CROSSING SIGN POST WITH ALUMINUM REF. TAG.
 EA2448'
 EA2448'11.0 FT N OF SOUTH END OF 30 IN DRAIN PIPE.
 EA2448
 EA2448                          STATION RECOVERY (1979)
 EA2448
 EA2448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (CEH)
 EA2448'THE MONUMENT HAS BEEN DISTURBED AND IS LEANING TO NORTHWEST.
 EA2448
 EA2448                          STATION RECOVERY (1991)
 EA2448
 EA2448'RECOVERY NOTE BY US POWER SQUADRON 1991 (JZ)
 EA2448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2277 ***********************************************************************
 EZ2277  DESIGNATION -  CARR
 EZ2277  PID         -  EZ2277
 EZ2277  STATE/COUNTY-  NC/RANDOLPH
 EZ2277  USGS QUAD   -  GLENOLA (1981)
 EZ2277
 EZ2277                         *CURRENT SURVEY CONTROL
 EZ2277  ___________________________________________________________________
 EZ2277* NAD 83(2001)-  35 50 29.33857(N)    079 52 44.16311(W)     ADJUSTED  
 EZ2277* NAVD 88     -       239.373  (meters)     785.34   (feet)  ADJUSTED  
 EZ2277  ___________________________________________________________________
 EZ2277  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EZ2277  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 EZ2277  DYNAMIC HT  -         239.172 (meters)     784.68  (feet)  COMP
 EZ2277  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 EZ2277
 EZ2277  HORZ ORDER  -  SECOND
 EZ2277  VERT ORDER  -  SECOND    CLASS I
 EZ2277
 EZ2277.The horizontal coordinates were established by classical geodetic methods
 EZ2277.and adjusted by the National Geodetic Survey in August 2005.
 EZ2277
 EZ2277.The orthometric height was determined by differential leveling
 EZ2277.and adjusted in June 1991.
 EZ2277
 EZ2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2277
 EZ2277.The geoid height was determined by GEOID03.
 EZ2277
 EZ2277.The dynamic height is computed by dividing the NAVD 88
 EZ2277.geopotential number by the normal gravity value computed on the
 EZ2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2277.degrees latitude (g = 980.6199 gals.).
 EZ2277
 EZ2277.The modeled gravity was interpolated from observed gravity values.
 EZ2277
 EZ2277;                    North         East     Units Scale Factor Converg.
 EZ2277;SPC NC       -   232,364.591   530,201.937   MT  0.99992545   -0 30 26.3
 EZ2277;SPC NC       -   762,349.50  1,739,504.19   sFT  0.99992545   -0 30 26.3
 EZ2277;UTM  17      - 3,966,946.836   601,242.861   MT  0.99972630   +0 39 23.4
 EZ2277
 EZ2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2277!SPC NC       -   0.99996721  x   0.99992545  =   0.99989266
 EZ2277!UTM  17      -   0.99996721  x   0.99972630  =   0.99969352
 EZ2277
 EZ2277:                Primary Azimuth Mark                     Grid Az
 EZ2277:SPC NC       -  EGGS                                     131 39 35.6
 EZ2277:UTM  17      -  EGGS                                     130 29 45.9
 EZ2277
 EZ2277|---------------------------------------------------------------------|
 EZ2277| PID    Reference Object                     Distance      Geod. Az  |
 EZ2277|                                                           dddmmss.s |
 EZ2277| EZ2278 EGGS                                APPROX. 1.2 KM 1310909.3 |
 EZ2277|---------------------------------------------------------------------|
 EZ2277
 EZ2277                          SUPERSEDED SURVEY CONTROL
 EZ2277
 EZ2277  NAD 83(1986)-  35 50 29.34244(N)    079 52 44.17006(W) AD(       ) 2
 EZ2277  NAD 27      -  35 50 28.85937(N)    079 52 45.03641(W) AD(       ) 2
 EZ2277  NGVD 29 (??/??/92)  239.601  (m)          786.09   (f) ADJ UNCH    2 1
 EZ2277
 EZ2277.Superseded values are not recommended for survey control.
 EZ2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2277.See file dsdata.txt to determine how the superseded data were derived.
 EZ2277
 EZ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV0124366947(NAD 83)
 EZ2277_MARKER: DD = SURVEY DISK
 EZ2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ2277_STAMPING: CARR 1975
 EZ2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2277+STABILITY: SURFACE MOTION
 EZ2277
 EZ2277  HISTORY     - Date     Condition        Report By
 EZ2277  HISTORY     - 1975     MONUMENTED       NCGS
 EZ2277  HISTORY     - 1975     GOOD             NCGS
 EZ2277
 EZ2277                          STATION DESCRIPTION
 EZ2277
 EZ2277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (ACD)
 EZ2277'CARR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EZ2277'THE VICINITY OF SOPHIA, NORTH CAROLINA.
 EZ2277'
 EZ2277'CARR IS LOCATED APPROXIMATELY 1.6 MILES NW OF SOPHIA, 4.5 MILES
 EZ2277'WNW OF RANDLEMAN, AND 10.0 MILES NNW OF ASHEBORO.  TO REACH
 EZ2277'STATION FROM THE U.S. 311 OVERPASS OF U.S. 220 BYPASS PROCEED NW
 EZ2277'ALONG U.S. 311 FOR 4.3 MILES TO STATION ON LEFT ACROSS FENCE IN
 EZ2277'PASTURE, AND 0.15 MILE NW OF INTERSECTION WITH SR 1528 (SW).
 EZ2277'
 EZ2277'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ2277'CARR 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ2277'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 EZ2277'
 EZ2277'MARK IS 27.0 FT SW OF C/L OF U.S. 311
 EZ2277'
 EZ2277'118.1 FT SSE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG
 EZ2277'
 EZ2277'35.6 FT NW OF FENCE POST WITH ALUMINUM REF. TAG
 EZ2277'
 EZ2277'57.3 FT SW OF TP 356 WITH ALUMINUM REF. TAG
 EZ2277'
 EZ2277'20.9 FT SSE OF T-CORNER FENCE POST WITH ALUMINUM REF. TAG
 EZ2277
 EZ2277                          STATION RECOVERY (1975)
 EZ2277
 EZ2277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EZ2277'1.6 MI NW FROM SOPHIA.
 EZ2277'TO REACH STATION FROM THE US 311 OVERPASS OF US 220 BYPASS SW OF
 EZ2277'RANDLEMAN, PROCEED NW ALONG US 311 FOR 4.3 MILES TO STATION ON LEFT
 EZ2277'ACROSS FENCE IN PASTURE, AND 0.15 MILE NW OF INTERSECTION WITH SR 1528
 EZ2277'SW.  27.0 FT. SW OF C/L OF US 311, 118.1 FT. SSE OF PP WITH
 EZ2277'TRANSFORMER AND ALUMINUM REF. TAG, 35.6 FT. NW OF FENCE POST WITH
 EZ2277'ALUMINUM REF. TAG, 57.3 FT. SW OF TP NO. 356 WITH ALUMINUM REF. TAG,
 EZ2277'20.9 FT. SSE OF T-CORNER FENCE POST WITH ALUMINUM UM REF. TAG.  DISK
 EZ2277'IS SET IN TOP OF CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF THE
 EZ2277'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ0258 ***********************************************************************
 EZ0258  DESIGNATION -  CARR
 EZ0258  PID         -  EZ0258
 EZ0258  STATE/COUNTY-  NC/SAMPSON
 EZ0258  USGS QUAD   -  NEWTON GROVE SOUTH (1986)
 EZ0258
 EZ0258                         *CURRENT SURVEY CONTROL
 EZ0258  ___________________________________________________________________
 EZ0258* NAD 83(2001)-  35 09 39.50488(N)    078 19 36.91684(W)     ADJUSTED  
 EZ0258* NAVD 88     -        55.061  (meters)     180.65   (feet)  ADJUSTED  
 EZ0258  ___________________________________________________________________
 EZ0258  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 EZ0258  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 EZ0258  DYNAMIC HT  -          55.012 (meters)     180.49  (feet)  COMP
 EZ0258  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 EZ0258
 EZ0258  HORZ ORDER  -  SECOND
 EZ0258  VERT ORDER  -  SECOND    CLASS II
 EZ0258
 EZ0258.The horizontal coordinates were established by classical geodetic methods
 EZ0258.and adjusted by the National Geodetic Survey in August 2005.
 EZ0258
 EZ0258.The orthometric height was determined by differential leveling
 EZ0258.and adjusted in June 1991.
 EZ0258
 EZ0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ0258
 EZ0258.The geoid height was determined by GEOID03.
 EZ0258
 EZ0258.The dynamic height is computed by dividing the NAVD 88
 EZ0258.geopotential number by the normal gravity value computed on the
 EZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ0258.degrees latitude (g = 980.6199 gals.).
 EZ0258
 EZ0258.The modeled gravity was interpolated from observed gravity values.
 EZ0258
 EZ0258;                    North         East     Units Scale Factor Converg.
 EZ0258;SPC NC       -   156,727.053   670,916.558   MT  0.99987384   +0 23 18.5
 EZ0258;SPC NC       -   514,195.34  2,201,165.41   sFT  0.99987384   +0 23 18.5
 EZ0258;UTM  17      - 3,894,166.759   743,474.177   MT  1.00033063   +1 32 24.4
 EZ0258
 EZ0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ0258!SPC NC       -   0.99999676  x   0.99987384  =   0.99987060
 EZ0258!UTM  17      -   0.99999676  x   1.00033063  =   1.00032738
 EZ0258
 EZ0258:                Primary Azimuth Mark                     Grid Az
 EZ0258:SPC NC       -  HENRY                                    167 24 51.6
 EZ0258:UTM  17      -  HENRY                                    166 15 45.7
 EZ0258
 EZ0258|---------------------------------------------------------------------|
 EZ0258| PID    Reference Object                     Distance      Geod. Az  |
 EZ0258|                                                           dddmmss.s |
 EZ0258| EZ0259 HENRY                               APPROX. 1.2 KM 1674810.1 |
 EZ0258|---------------------------------------------------------------------|
 EZ0258
 EZ0258                          SUPERSEDED SURVEY CONTROL
 EZ0258
 EZ0258  NAD 83(1986)-  35 09 39.51280(N)    078 19 36.91859(W) AD(       ) 2
 EZ0258  NAD 27      -  35 09 38.91730(N)    078 19 37.91835(W) AD(       ) 2
 EZ0258  NGVD 29 (??/??/92)   55.355  (m)          181.61   (f) ADJ UNCH    2 2
 EZ0258
 EZ0258.Superseded values are not recommended for survey control.
 EZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ0258.See file dsdata.txt to determine how the superseded data were derived.
 EZ0258
 EZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU4347494167(NAD 83)
 EZ0258_MARKER: DE = TRAVERSE STATION DISK
 EZ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ0258_STAMPING: CARR 1973
 EZ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ0258+STABILITY: SURFACE MOTION
 EZ0258
 EZ0258  HISTORY     - Date     Condition        Report By
 EZ0258  HISTORY     - 1973     MONUMENTED       NCGS
 EZ0258  HISTORY     - 1973     GOOD             NCGS
 EZ0258
 EZ0258                          STATION DESCRIPTION
 EZ0258
 EZ0258'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EZ0258'CARR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ0258'VICINITY OF NEWTON GROVE, NORTH CAROLINA.
 EZ0258'
 EZ0258'CARR IS LOCATED APPROXIMATELY 6.1 MILES SOUTH OF NEWTON GROVE, AND
 EZ0258'11.3 MILES NORTH OF CLINTON.  TO REACH STATION FROM THE TRAFFIC
 EZ0258'CIRCLE IN NEWTON GROVE, PROCEED SOUTH ALONG US 701 FOR 6.25 MILES TO
 EZ0258'STATION ON RIGHT SHOULDER OF ROAD, ACROSS FROM A FENCE LINE RUNNING
 EZ0258'EASTWARD, 0.3 MILES SOUTH OF INTERSECTION WITH SR 1818 LEADING WEST,
 EZ0258'AND 100 FEET NORTH OF NORTH DRIVEWAY TO W. M. BOWDENS HOME.
 EZ0258'
 EZ0258'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CARR
 EZ0258'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EZ0258'INCHES BELOW THE SURFACE OF THE GROUND.
 EZ0258'
 EZ0258'MARK IS
 EZ0258'20.3 FEET W OF C/L OF US 701.
 EZ0258'11.3 FEET NE OF SOUTH END OF CULVERT HEADWALL.
 EZ0258'45.8 FEET NE OF PP NO. 8050 WITH TRANSFORMER AND WITH ALUMINUM
 EZ0258'REF.  TAG.
 EZ0258'36.2 FEET NNE OF TAG ON CREPE MYRTLE TREE.
 EZ0258'61.8 FEET WSW OF TP NO. 384 WITH ALUMINUM REF. TAG.
 EZ0258
 EZ0258                          STATION RECOVERY (1973)
 EZ0258
 EZ0258'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ0258'6.1 MI S FROM NEWTON GROVE.
 EZ0258'CARR IS LOCATED APPROXIMATELY 11.3 MILES NORTH OF CLINTON.  TO
 EZ0258'REACH STATION FROM THE TRAFFIC CIRCLE IN NEWTON GROVE, PROCEED
 EZ0258'SOUTH ALONG U.S. 701 FOR 6.25 MILES TO STATION ON RIGHT SHOULDER
 EZ0258'OF ROAD, ACROSS FROM A FENCE LINE RUNNING EASTWARD, 0.3 MILES
 EZ0258'SOUTH OF INTERSECTION WITH SR 1818 LEADING WEST, AND 100 FT
 EZ0258'NORTH OF NORTH DRIVEWAY TO W.M. BOWDENS HOME, 20.3 FT W OF C/L OF
 EZ0258'U.S. 701, 11.3 FT NE OF SOUTH END OF CULVERT HEADWALL, 45.8 FT
 EZ0258'NE OF PP 8050 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG, 36.2
 EZ0258'FT NNE OF TAG ON CREPE MYRTLE TREE, AND 61.8 FT WSW OF TP 384
 EZ0258'W/ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER, 6 INCHES
 EZ0258'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2416 ***********************************************************************
 EB2416  DESIGNATION -  CARR
 EB2416  PID         -  EB2416
 EB2416  STATE/COUNTY-  NC/COLUMBUS
 EB2416  USGS QUAD   -  CERRO GORDO (1986)
 EB2416
 EB2416                         *CURRENT SURVEY CONTROL
 EB2416  ___________________________________________________________________
 EB2416* NAD 83(2001)-  34 19 19.91176(N)    078 53 09.58324(W)     ADJUSTED  
 EB2416* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 EB2416  ___________________________________________________________________
 EB2416  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EB2416  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 EB2416  HORZ ORDER  -  SECOND
 EB2416
 EB2416.The horizontal coordinates were established by classical geodetic methods
 EB2416.and adjusted by the National Geodetic Survey in August 2005.
 EB2416
 EB2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 EB2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EB2416
 EB2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2416
 EB2416.The geoid height was determined by GEOID03.
 EB2416
 EB2416;                    North         East     Units Scale Factor Converg.
 EB2416;SPC NC       -    63,482.259   620,093.614   MT  1.00000310   +0 03 56.9
 EB2416;SPC NC       -   208,274.71  2,034,423.80   sFT  1.00000310   +0 03 56.9
 EB2416;UTM  17      - 3,799,905.280   694,499.785   MT  1.00006633   +1 11 32.5
 EB2416
 EB2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2416!SPC NC       -   1.00000051  x   1.00000310  =   1.00000361
 EB2416!UTM  17      -   1.00000051  x   1.00006633  =   1.00006684
 EB2416
 EB2416:                Primary Azimuth Mark                     Grid Az
 EB2416:SPC NC       -  MORIAH                                   270 45 01.8
 EB2416:UTM  17      -  MORIAH                                   269 37 26.2
 EB2416
 EB2416|---------------------------------------------------------------------|
 EB2416| PID    Reference Object                     Distance      Geod. Az  |
 EB2416|                                                           dddmmss.s |
 EB2416| EB2417 MORIAH                              APPROX. 0.6 KM 2704858.7 |
 EB2416|---------------------------------------------------------------------|
 EB2416
 EB2416                          SUPERSEDED SURVEY CONTROL
 EB2416
 EB2416  NAD 83(1986)-  34 19 19.91480(N)    078 53 09.58784(W) AD(       ) 2
 EB2416  NAD 27      -  34 19 19.31078(N)    078 53 10.50113(W) AD(       ) 2
 EB2416  NGVD 29 (07/19/86)   31.2    (m)          102.     (f) VERT ANG    3  
 EB2416
 EB2416.Superseded values are not recommended for survey control.
 EB2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2416.See file dsdata.txt to determine how the superseded data were derived.
 EB2416
 EB2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPT9450099905(NAD 83)
 EB2416_MARKER: DE = TRAVERSE STATION DISK
 EB2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2416_STAMPING: CARR 1974
 EB2416_MARK LOGO: NCGS  
 EB2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2416+STABILITY: SURFACE MOTION
 EB2416
 EB2416  HISTORY     - Date     Condition        Report By
 EB2416  HISTORY     - 1974     MONUMENTED       NCGS
 EB2416  HISTORY     - 1981     MARK NOT FOUND   USGS
 EB2416
 EB2416                          STATION DESCRIPTION
 EB2416
 EB2416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JWC)
 EB2416'CARR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EB2416'VICINITY OF CERRO GORDO, NORTH CAROLINA.
 EB2416'
 EB2416'CARR IS LOCATED APPROXIMATELY 3.0 MILES EAST OF CERRO GORDO AND
 EB2416'3.4 MILES WEST OF CHADBOURN.  TO REACH STATION FROM THE
 EB2416'INTERSECTION OF NC 410 AND SR 1414 (WHICH PARALLELS SEABOARD COAST
 EB2416'LINE RAILROAD) IN CHADBOURN, PROCEED WEST ALONG SR 1414 FOR 3.4
 EB2416'MILES TO STATION AT WESTERN INTERSECTION WITH SR 1416 (LOOP ROAD),
 EB2416'ON NORTH SHOULDER AND EAST SIDE OF DIRT RAILROAD CROSSING TO CARR
 EB2416'WILLIAMSONS HOME, AND 0.3 MILE EAST OF MILEPOST 301.
 EB2416'
 EB2416'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CARR
 EB2416'1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 6
 EB2416'INCHES BELOW THE SURFACE OF THE GROUND.
 EB2416'
 EB2416'MARK IS 13.7 FT N OF C/L OF SR 1414
 EB2416'
 EB2416'57.6 FT SE OF INTERSECTION OF DIRT DRIVEWAY WITH RR TRACKS
 EB2416'
 EB2416'24.5 FT SSE OF 4X4 RR CROSSING SIGN POST WITH ALUMINUM REF. TAG.
 EB2416'
 EB2416'98.3 FT NW OF TELEPHONE PEDESTAL POST WITH ALUMINUM REF. TAG.
 EB2416'
 EB2416'45.1 FT S OF S RAIL OF TRACKS
 EB2416
 EB2416                          STATION RECOVERY (1981)
 EB2416
 EB2416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (SKS)
 EB2416'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ3696 ***********************************************************************
 EZ3696  DESIGNATION -  CARR
 EZ3696  PID         -  EZ3696
 EZ3696  STATE/COUNTY-  NC/RICHMOND
 EZ3696  USGS QUAD   -  HOFFMAN (1982)
 EZ3696
 EZ3696                         *CURRENT SURVEY CONTROL
 EZ3696  ___________________________________________________________________
 EZ3696* NAD 83(2001)-  35 02 35.95056(N)    079 30 27.82893(W)     ADJUSTED  
 EZ3696* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 EZ3696  ___________________________________________________________________
 EZ3696  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 EZ3696  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 EZ3696  HORZ ORDER  -  FIRST
 EZ3696
 EZ3696.The horizontal coordinates were established by classical geodetic methods
 EZ3696.and adjusted by the National Geodetic Survey in August 2005.
 EZ3696
 EZ3696.The orthometric height was scaled from a topographic map.
 EZ3696
 EZ3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ3696
 EZ3696.The geoid height was determined by GEOID03.
 EZ3696
 EZ3696;                    North         East     Units Scale Factor Converg.
 EZ3696;SPC NC       -   143,586.436   563,281.694   MT  0.99987917   -0 17 35.0
 EZ3696;SPC NC       -   471,083.17  1,848,033.36   sFT  0.99987917   -0 17 35.0
 EZ3696;UTM  17      - 3,878,864.922   636,105.565   MT  0.99982831   +0 51 25.2
 EZ3696
 EZ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ3696!SPC NC       -   0.99998714  x   0.99987917  =   0.99986631
 EZ3696!UTM  17      -   0.99998714  x   0.99982831  =   0.99981545
 EZ3696
 EZ3696|---------------------------------------------------------------------|
 EZ3696| PID    Reference Object                     Distance      Geod. Az  |
 EZ3696|                                                           dddmmss.s |
 EZ3696| EZ3697 HOFFMAN A                           183.695 METERS 25152     |
 EZ3696| EZ1512 HOFFMAN                             APPROX. 3.4 KM 2532331.5 |
 EZ3696|---------------------------------------------------------------------|
 EZ3696
 EZ3696                          SUPERSEDED SURVEY CONTROL
 EZ3696
 EZ3696  NAD 83(1986)-  35 02 35.94297(N)    079 30 27.82855(W) AD(       ) 1
 EZ3696  NAD 27      -  35 02 35.38641(N)    079 30 28.67519(W) AD(       ) 1
 EZ3696
 EZ3696.Superseded values are not recommended for survey control.
 EZ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ3696.See file dsdata.txt to determine how the superseded data were derived.
 EZ3696
 EZ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3610678865(NAD 83)
 EZ3696_STAMPING: CARR 1918
 EZ3696_MARK LOGO: CGS   
 EZ3696
 EZ3696  HISTORY     - Date     Condition        Report By
 EZ3696  HISTORY     - 1918     MONUMENTED       CGS
 EZ3696  HISTORY     - 1933     GOOD             CGS
 EZ3696  HISTORY     - 1948     SEE DESCRIPTION  AMS
 EZ3696
 EZ3696                          STATION DESCRIPTION
 EZ3696
 EZ3696'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ3696'ABOUT 2 MILES NORTH OF HOFFMAN, 350 MTERS (1,148 FEET) NORTH OF
 EZ3696'MILEPOST 237 OF SEABOARD AIR LINE RAILWAY, ABOUT 150 METERS (492
 EZ3696'FEET) NORTH OF INTERSECTION OF TANGENTS OF SECOND CURVE NORTH OF
 EZ3696'HOFFMAN, ABOUT 25 METERS (82 FEET EAST OF EAST RAIL, AND ON EDGE
 EZ3696'OF CUT OF OLD ROADBED WHICH IS JUST EAST OF PRESENT ROADBED.
 EZ3696'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE.
 EZ3696'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE.  REFERENCE MARK IS
 EZ3696'STANDARD REFERENCE DISK IN CONCRETE, ON EDGE OF CUT ABOUT
 EZ3696'9.92 METERS (32.6 FEET) WEST OF WEST RAIL, AND ABOUT 35
 EZ3696'METERS (115 FEET) FROM STATION N 31 DEG 52 MIN W.
 EZ3696'BEARING FROM STATION TO WATER TANK AT SOUTHERN PINES IS N 38 DEG
 EZ3696'34 MIN E. STATION HOFFMAN A
 EZ3696'IS VISIBLE FROM GROUND S 71 DEG 53
 EZ3696'MIN W.
 EZ3696
 EZ3696                          STATION RECOVERY (1948)
 EZ3696
 EZ3696'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 EZ3696'STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5365 ***********************************************************************
 EZ5365  DESIGNATION -  CARR
 EZ5365  PID         -  EZ5365
 EZ5365  STATE/COUNTY-  NC/DURHAM
 EZ5365  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5365
 EZ5365                         *CURRENT SURVEY CONTROL
 EZ5365  ___________________________________________________________________
 EZ5365* NAD 83(2007)-  35 59 41.61221(N)    078 45 29.63596(W)     ADJUSTED  
 EZ5365* NAVD 88     -       112.8    (meters)     370.     (feet)  VERTCON   
 EZ5365  ___________________________________________________________________
 EZ5365  EPOCH DATE  -        2002.00
 EZ5365  X           -   1,007,186.070 (meters)                     COMP
 EZ5365  Y           -  -5,067,271.230 (meters)                     COMP
 EZ5365  Z           -   3,727,780.703 (meters)                     COMP
 EZ5365  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 EZ5365  ELLIP HEIGHT-          80.907 (meters)          (02/10/07) ADJUSTED
 EZ5365  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EZ5365
 EZ5365  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 EZ5365  Type    PID    Designation                      North   East  Ellip
 EZ5365  -------------------------------------------------------------------
 EZ5365  NETWORK EZ5365 CARR                              0.55   0.49   1.00
 EZ5365  -------------------------------------------------------------------
 EZ5365
 EZ5365.The horizontal coordinates were established by GPS observations
 EZ5365.and adjusted by the National Geodetic Survey in February 2007.
 EZ5365
 EZ5365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 EZ5365.See www.ngs.noaa.gov/NationalReadjustment for more information.
 EZ5365.The horizontal coordinates are valid at the epoch date displayed above.
 EZ5365.The epoch date for horizontal control is a decimal equivalence
 EZ5365.of Year/Month/Day.
 EZ5365
 EZ5365.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5365
 EZ5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EZ5365
 EZ5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5365
 EZ5365.The ellipsoidal height was determined by GPS observations
 EZ5365.and is referenced to NAD 83.
 EZ5365
 EZ5365.The geoid height was determined by GEOID03.
 EZ5365
 EZ5365;                    North         East     Units Scale Factor Converg.
 EZ5365;SPC NC       -   249,060.536   631,400.333   MT  0.99995659   +0 08 22.3
 EZ5365;SPC NC       -   817,126.11  2,071,519.26   sFT  0.99995659   +0 08 22.3
 EZ5365;UTM  17      - 3,985,705.973   702,074.310   MT  1.00010318   +1 19 04.7
 EZ5365
 EZ5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5365!SPC NC       -   0.99998730  x   0.99995659  =   0.99994389
 EZ5365!UTM  17      -   0.99998730  x   1.00010318  =   1.00009048
 EZ5365
 EZ5365|---------------------------------------------------------------------|
 EZ5365| PID    Reference Object                     Distance      Geod. Az  |
 EZ5365|                                                           dddmmss.s |
 EZ5365| EZ5393 NC 75                                25.327 METERS 10755     |
 EZ5365| EZ5408 CARR AZ MK                          337.908 METERS 23841     |
 EZ5365| EZ6105 CARR RM 1                             2.058 METERS 33732     |
 EZ5365|---------------------------------------------------------------------|
 EZ5365
 EZ5365                          SUPERSEDED SURVEY CONTROL
 EZ5365
 EZ5365  NAD 83(2001)-  35 59 41.61248(N)    078 45 29.63594(W) AD(       ) 1
 EZ5365  ELLIP H (03/13/03)   80.903  (m)                       GP(       ) 4 2
 EZ5365  NAD 83(1986)-  35 59 41.61765(N)    078 45 29.64247(W) AD(       ) 1
 EZ5365  NAD 83(1986)-  35 59 41.61775(N)    078 45 29.64942(W) AD(       ) 2
 EZ5365  NAD 27      -  35 59 41.09156(N)    078 45 30.63190(W) AD(       ) 2
 EZ5365  NGVD 29 (03/10/98)  113.1    (m)          371.     (f) GPS OBS     3  
 EZ5365
 EZ5365.Superseded values are not recommended for survey control.
 EZ5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5365.See file dsdata.txt to determine how the superseded data were derived.
 EZ5365
 EZ5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0207485706(NAD 83)
 EZ5365_MARKER: DE = TRAVERSE STATION DISK
 EZ5365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ5365_STAMPING: CARR 1969
 EZ5365_MARK LOGO: NCGS  
 EZ5365_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ5365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5365+STABILITY: SURFACE MOTION
 EZ5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5365+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1985
 EZ5365
 EZ5365  HISTORY     - Date     Condition        Report By
 EZ5365  HISTORY     - 1969     MONUMENTED       CGS
 EZ5365  HISTORY     - 1971     GOOD             NCGS
 EZ5365  HISTORY     - 19850101 GOOD             NCGS
 EZ5365  HISTORY     - 1986     GOOD             USPSQD
 EZ5365  HISTORY     - 1987     GOOD             USPSQD
 EZ5365
 EZ5365                          STATION DESCRIPTION
 EZ5365
 EZ5365'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ)
 EZ5365'THE STATION IS ABOUT 14 MILES WEST OF WAKE FOREST, 9-1/2 MILES
 EZ5365'SOUTHWEST OF CREEDMOOR, 8 MILES EAST OF DURHAM AND IN A FARMYARD
 EZ5365'ON LAND OWNED BY VERNON I. CARPENTER.
 EZ5365'
 EZ5365'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 98
 EZ5365'AND 50 ABOUT 10 MILES WEST OF WAKE FOREST, GO WEST ON STATE
 EZ5365'HIGHWAY 98 FOR 5.45 MILES TO A PAVED ROAD ON THE RIGHT AT THE
 EZ5365'JOHN W NEAL JUNIOR HIGH SCHOOL ON THE RIGHT.  TURN RIGHT AND GO
 EZ5365'NORTHEAST ON PAVED ROAD FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 EZ5365'LEFT.  CONTINUE NORTHEAST ON PAVED ROAD FOR 0.2 MILE TO THE
 EZ5365'STATION ON THE LEFT.
 EZ5365'
 EZ5365'STATION MARK IS A STANDARD DISK, STAMPED CARR 1969 SET IN THE
 EZ5365'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EZ5365'16 INCHES BELOW THE GROUND SURFACE.  IT IS 92.9 FEET WEST OF
 EZ5365'THE SOUTHWEST CORNER OF A FRAME HOUSE, 47.5 FEET SOUTHWEST OF
 EZ5365'THE SOUTHWEST CORNER OF A BUILDING, 83.5 FEET WEST OF THE
 EZ5365'CENTERLINE OF A PAVED ROAD AND 38.0 FEET WEST OF THE CENTERLINE
 EZ5365'OF A DRIVEWAY.  THE UNDERGROUND STATION MARK IS 40 INCHES BELOW
 EZ5365'THE GROUND SURFACE.
 EZ5365'
 EZ5365'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARR NO 1 1969,
 EZ5365'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 EZ5365'THAT IS FLUSH WITH THE GROUND.  IT IS 150.0 FEET NORTH OF THE
 EZ5365'CENTERLINE OF THE PAVED ROAD, 25.6 FEET NORTHWEST OF THE
 EZ5365'SOUTHWEST CORNER OF THE BUILDING AND 20.1 FEET WEST OF THE
 EZ5365'NORTHWEST CORNER OF THE BUILDING.
 EZ5365'
 EZ5365'75 NCGS IS A 3 INCH BRONZE DISK OF THE NORTH CAROLINA GEODETIC
 EZ5365'SURVEY, STAMPED NC 75, SET IN THE TOP OF A ROUND CONCRETE POST,
 EZ5365'6 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS
 EZ5365'40.2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FRAME
 EZ5365'HOUSE, 38.0 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND
 EZ5365'36.7 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY.
 EZ5365'
 EZ5365'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARR 1969, SET IN
 EZ5365'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 EZ5365'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 81.0 FEET SOUTHWEST OF
 EZ5365'THE CENTERLINE OF A DRIVEWAY LEADING TO A BRICK HOUSE, 27.5
 EZ5365'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 2.5 FEET
 EZ5365'SOUTH-SOUTHEAST OF A POWER LINE POLE AND 2.0 FEET NORTH OF A
 EZ5365'WITNESS POST.
 EZ5365
 EZ5365                          STATION RECOVERY (1971)
 EZ5365
 EZ5365'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA)
 EZ5365'CARR 1969 RECOVERED IN GOOD CONDITION.
 EZ5365'
 EZ5365'RM NO. 2 (N-C 75) RECOVERED IN GOOD CONDITION.
 EZ5365'
 EZ5365'RM NO. 1 REPORTED IN GOOD CONDITION.
 EZ5365'
 EZ5365'CARR AZ. MARK REPORTED IN GOOD CONDITION.
 EZ5365
 EZ5365                          STATION RECOVERY (1985)
 EZ5365
 EZ5365'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD)
 EZ5365'RECOVERED AS DESCRIBED. THE REFERENCED PAVED ROAD IS SR 1807 (BAPTIST
 EZ5365'ROAD). THE LAND HAS CHANGED HANDS AND THE REFERENCE TO V.L.CARPENTER
 EZ5365'SHOULD BE DELETED. INSTEAD STATE THAT THE MARK IS WEST OF A 2-STORY
 EZ5365'FRAME HOUSE. ALL MARKS WERE RECOVERED IN GOOD CONDITION. MARK IS
 EZ5365'LOCATED 83.5 FT (25.5 M) NORTH OF THE CENTERLINE OF SR 1807, AND 127.2
 EZ5365'FT (38.8 M) WEST-SOUTHWEST OF A POWER POLE WITH A LIGHT AND A
 EZ5365'REFERENCE TAG.
 EZ5365
 EZ5365                          STATION RECOVERY (1986)
 EZ5365
 EZ5365'RECOVERY NOTE BY US POWER SQUADRON 1986 (WCB)
 EZ5365'RECOVERED IN GOOD CONDITION.
 EZ5365
 EZ5365                          STATION RECOVERY (1987)
 EZ5365
 EZ5365'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ5365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2952 ***********************************************************************
 EY2952  DESIGNATION -  CARR
 EY2952  PID         -  EY2952
 EY2952  STATE/COUNTY-  NC/GREENE
 EY2952  USGS QUAD   -  FARMVILLE (1981)
 EY2952
 EY2952                         *CURRENT SURVEY CONTROL
 EY2952  ___________________________________________________________________
 EY2952* NAD 83(2001)-  35 31 03.28135(N)    077 33 30.43141(W)     ADJUSTED  
 EY2952* NAVD 88     -        23.781  (meters)      78.02   (feet)  ADJUSTED  
 EY2952  ___________________________________________________________________
 EY2952  X           -   1,119,717.687 (meters)                     COMP
 EY2952  Y           -  -5,075,217.706 (meters)                     COMP
 EY2952  Z           -   3,684,748.668 (meters)                     COMP
 EY2952  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 EY2952  ELLIP HEIGHT-         -11.881 (meters)          (03/08/06) ADJUSTED
 EY2952  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 EY2952  DYNAMIC HT  -          23.760 (meters)      77.95  (feet)  COMP
 EY2952  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 EY2952
 EY2952  HORZ ORDER  -  FIRST
 EY2952  VERT ORDER  -  SECOND    CLASS II
 EY2952  ELLP ORDER  -  FIFTH     CLASS I
 EY2952
 EY2952.The horizontal coordinates were established by GPS observations
 EY2952.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in March 2006.
 EY2952
 EY2952.The orthometric height was determined by differential leveling
 EY2952.and adjusted in July 2008.
 EY2952.No vertical observational check was made to the station.
 EY2952
 EY2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EY2952
 EY2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2952
 EY2952.The ellipsoidal height was determined by GPS observations
 EY2952.and is referenced to NAD 83.
 EY2952
 EY2952.The geoid height was determined by GEOID03.
 EY2952
 EY2952.The dynamic height is computed by dividing the NAVD 88
 EY2952.geopotential number by the normal gravity value computed on the
 EY2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY2952.degrees latitude (g = 980.6199 gals.).
 EY2952
 EY2952.The modeled gravity was interpolated from observed gravity values.
 EY2952
 EY2952;                    North         East     Units Scale Factor Converg.
 EY2952;SPC NC       -   197,027.692   740,343.533   MT  0.99988332   +0 49 55.3
 EY2952;SPC NC       -   646,415.02  2,428,943.74   sFT  0.99988332   +0 49 55.3
 EY2952;UTM  18      - 3,933,453.476   267,991.245   MT  1.00026338   -1 29 13.2
 EY2952
 EY2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2952!SPC NC       -   1.00000186  x   0.99988332  =   0.99988518
 EY2952!UTM  18      -   1.00000186  x   1.00026338  =   1.00026525
 EY2952
 EY2952|---------------------------------------------------------------------|
 EY2952| PID    Reference Object                     Distance      Geod. Az  |
 EY2952|                                                           dddmmss.s |
 EY2952| EY4421 CARR RM 1                            45.903 METERS 11908     |
 EY2952| EY2551 ARBA                                APPROX.19.6 KM 2220501.4 |
 EY2952| EY4422 CARR RM 2 AZIMUTH                                  2695206.9 |
 EY2952| EY2955 FARMVILLE IMP TOBAC BLK TK          APPROX. 9.8 KM 3404541.6 |
 EY2952| EY4423 CARR RM 3                            55.413 METERS 34246     |
 EY2952| EY2956 FARMVILLE MUNICIPAL TANK            APPROX. 9.1 KM 3450557.8 |
 EY2952|---------------------------------------------------------------------|
 EY2952
 EY2952                          SUPERSEDED SURVEY CONTROL
 EY2952
 EY2952  NAD 83(1986)-  35 31 03.29324(N)    077 33 30.44172(W) AD(       ) 1
 EY2952  NAD 83(2001)-  35 31 03.28267(N)    077 33 30.43149(W) AD(       ) 1
 EY2952  NAD 83(1986)-  35 31 03.29147(N)    077 33 30.44034(W) AD(       ) 1
 EY2952  NAD 27      -  35 31 02.70800(N)    077 33 31.54900(W) AD(       ) 1
 EY2952  NAVD 88 (03/08/06)   23.78   (m)           78.0    (f) LEVELING    3  
 EY2952
 EY2952.Superseded values are not recommended for survey control.
 EY2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2952.See file dsdata.txt to determine how the superseded data were derived.
 EY2952
 EY2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE6799133453(NAD 83)
 EY2952_MARKER: DH = HORIZONTAL CONTROL DISK
 EY2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY2952_STAMPING: CARR 1933
 EY2952_MARK LOGO: CGS   
 EY2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY2952+STABILITY: SURFACE MOTION
 EY2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY2952+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1991
 EY2952
 EY2952  HISTORY     - Date     Condition        Report By
 EY2952  HISTORY     - 1933     MONUMENTED       CGS
 EY2952  HISTORY     - 1960     GOOD             CGS
 EY2952  HISTORY     - 1967     GOOD             USE
 EY2952  HISTORY     - 1971     GOOD             NGS
 EY2952  HISTORY     - 1988     GOOD             USPSQD
 EY2952  HISTORY     - 19911216 GOOD             NCGS
 EY2952
 EY2952                          STATION DESCRIPTION
 EY2952
 EY2952'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH)
 EY2952'ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF FARMVILLE, AND 7-1/2 MILES
 EY2952'NORTHEAST OF SNOW HILL, ON LAND OWNED BY MRS. CARR.  TO REACH
 EY2952'FROM MAIN INTERSECTION IN FARMVILLE, GO SOUTH 6.6 MILES TO
 EY2952'ROAD JUNCTION AT LIZZIE, WHICH IS ON ROUTE 258.  TURN EAST 0.4
 EY2952'MILE TO FORK, AND FOLLOW LEFT FORK (DIRT ROAD) 3.3 MILES TO
 EY2952'STATION SITE.  STATION IS IN FRONT YARD, 29 FEET NORTH OF
 EY2952'CENTER LINE OF EAST-AND-WEST DIRT ROAD, 60 FEET NORTH OF
 EY2952'NORTHEAST CORNER OF TOBACCO-CURING BARN ON SOUTH SIDE OF ROAD,
 EY2952'63 FEET SOUTHWEST OF SOUTHWEST CORNER OF LARGE BARN, AND
 EY2952'ABOUT 5 PACES NORTHWEST OF 20-INCH OAK STUMP.  SURFACE AND
 EY2952'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 EY2952'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD
 EY2952'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 EY2952'NO. 1 IS 40 PACES
 EY2952'EAST OF EAST END OF TOBACCO-CURING BARN, 8 PACES SOUTH OF
 EY2952'CENTER LINE OF ROAD, 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY
 EY2952'FENCE OF ROAD, AND 150.6 FEET FROM STATION
 EY2952'S 60 DEG 52 MIN E.
 EY2952'NO. 2 THE AZIMUTH MARK, IS 6 PACES SOUTH OF CENTER LINE OF
 EY2952'ROAD, 50 PACES EAST OF EAST SIDE OF FARMHOUSE, AT
 EY2952'NORTHEAST CORNER OF HOG FENCE, AND APPROXIMATELY 0.3 MILE
 EY2952'FROM STATION S 89 DEG 52 MIN W.
 EY2952'NO.3 IS 41
 EY2952'FEET SOUTHWEST OF SOUTHWEST CORNER OF CARRS HOUSE, 15 FEET
 EY2952'SOUTHWEST OF YARD FENCE LINE, AND 181.8 FEET FROM
 EY2952'STATION N 18 DEG 46 MIN W.
 EY2952
 EY2952                          STATION RECOVERY (1960)
 EY2952
 EY2952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 EY2952'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. ANGLE
 EY2952'CHECKED BETWEEN R.M. 1 AND R.M. 2.  ANGLE NOT TURNED TO
 EY2952'R.M. 3 BECAUSE OF PINE TREES BLOCKING THE LINE OF SIGHT.  ONLY
 EY2952'DISTANCE TAPED WAS TO R.M. 1, DISTANCE CHECKED.
 EY2952
 EY2952                          STATION RECOVERY (1967)
 EY2952
 EY2952'RECOVERY NOTE BY US ENGINEERS 1967
 EY2952'STATION IS THE CENTER OF A BRONZE DISK STAMPED---CARR 1933---SET IN
 EY2952'A 12 IN X 12 IN CONCRETE MONUMENT PROJECTING 12 IN ABOVE THE GROUND.
 EY2952'
 EY2952'THE STATION IS LOCATED IN MRS. CARRS FRONT YARD, 34.4 FT. FROM THE
 EY2952'CENTERLINE OF PAVED ROAD AND 27.5 FT. EAST OF CENTERLINE OF DRIVE.
 EY2952'
 EY2952'TO REACH FROM THE INTERSECTION OF RTS. 258 AND 129 IN THE TOWN OF
 EY2952'LIZZIE, PROCEED EAST 0.9 MILES ON RT. 129 TO FORK.  TAKE LEFT FORK
 EY2952'FOR 3.3 MILES TO STATION SITE.
 EY2952'
 EY2952'RM 1 IS A STANDARD USC AND GS DISK STAMPED---NO 1---AND IS 150.6 FT.
 EY2952'FROM STATION ON AZIMUTH OF 119 DEG.
 EY2952'
 EY2952'RM 2, AZIMUTH MARK, IS DESTROYED.
 EY2952'
 EY2952'RM 3 IS A STANDARD USC AND GS DISK STAMPED---NO 3---AND IS 181.8 FT.
 EY2952'FROM THE STATION ON AN AZIMUTH OF 342 DEG.
 EY2952
 EY2952                          STATION RECOVERY (1971)
 EY2952
 EY2952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EY2952'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT REFERENCE
 EY2952'MARK NO. 2 WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 EY2952'2 HAD APPARENTLY BEEN DESTROYED BY A MOTOR GRADER DURING DITCHING
 EY2952'OPERATIONS.  THE DISK WAS RECLAIMED BY THIS PARTY.  NO OTHER
 EY2952'STATIONS OR OBJECTS ARE VISIBLE FROM THE GROUND AT STATION TO
 EY2952'ESTABLISH AN AZIMUTH MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 EY2952'EXCEPT THE ROAD HAS BEEN HARD SURFACED AND IS NOW SECONDARY
 EY2952'STATE ROAD 1335.
 EY2952'
 EY2952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EY2952'5-1/2 MILES SSE OF FARMVILLE.
 EY2952
 EY2952                          STATION RECOVERY (1988)
 EY2952
 EY2952'RECOVERY NOTE BY US POWER SQUADRON 1988 (JTS)
 EY2952'RECOVERED IN GOOD CONDITION.
 EY2952
 EY2952                          STATION RECOVERY (1991)
 EY2952
 EY2952'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY2952'STATION MARK WAS RECOVERED IN GOOD CONDITION WITH NEW REFERENCES
 EY2952'FOLLOWING. REFERENCE MARK 1 WAS FOUND LYING IN THE ROAD DITCH, AND
 EY2952'DISK REMOVED REFERENCE MARK 3 WAS FOUND IN GOOD CONDITION, SEE
 EY2952'DESCRIPTION THEREOF.  THE BARNS AND 20-INCH STUMP ARE GONE. STATION IS
 EY2952'LOCATED 0.1 MI (0.2 KM) WEST FROM THE INTERSECTION OF SR 1345, 33.3 FT
 EY2952'(10.1 M) NORTH OF THE CENTERLINE OF SR 1335, 26.6 FT (8.1 M) EAST OF
 EY2952'THE CENTERLINE OF A DRIVEWAY, 35.1 FT (10.7 M) EAST OF A WATER METER
 EY2952'AND 25.5 FT (7.8 M) SOUTHEAST OF A 30-INCH OAK.  RECOVERY OF 1999 ---
 EY2952'MARK IS ABOUT 1.5 FEET (0.5 M) ABOVE SR 1335 AND PROJECTS 12 INCHES
 EY2952'ABOVE THE GROUND. LOCATED 41.8 FT (12.7 M) EAST OF A TELEPHONE
 EY2952'PEDESTAL (1335 R88N) , AND 109.6 FT (33.4 M) EAST-SOUTHEAST OF A LIGHT
 EY2952'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY4494 ***********************************************************************
 FY4494  DESIGNATION -  CARR
 FY4494  PID         -  FY4494
 FY4494  STATE/COUNTY-  NC/ORANGE
 FY4494  USGS QUAD   -  CEDAR GROVE (1967)
 FY4494
 FY4494                         *CURRENT SURVEY CONTROL
 FY4494  ___________________________________________________________________
 FY4494* NAD 83(2001)-  36 12 35.36097(N)    079 13 19.29945(W)     ADJUSTED  
 FY4494* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 FY4494  ___________________________________________________________________
 FY4494  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FY4494  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 FY4494  HORZ ORDER  -  SECOND
 FY4494
 FY4494.The horizontal coordinates were established by classical geodetic methods
 FY4494.and adjusted by the National Geodetic Survey in August 2005.
 FY4494
 FY4494.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY4494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY4494
 FY4494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY4494
 FY4494.The geoid height was determined by GEOID03.
 FY4494
 FY4494;                    North         East     Units Scale Factor Converg.
 FY4494;SPC NC       -   272,904.769   589,635.325   MT  1.00001233   -0 07 41.3
 FY4494;SPC NC       -   895,355.06  1,934,495.23   sFT  1.00001233   -0 07 41.3
 FY4494;UTM  17      - 4,008,686.460   659,826.680   MT  0.99991475   +1 03 02.0
 FY4494
 FY4494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY4494!SPC NC       -   0.99997013  x   1.00001233  =   0.99998246
 FY4494!UTM  17      -   0.99997013  x   0.99991475  =   0.99988488
 FY4494
 FY4494                          SUPERSEDED SURVEY CONTROL
 FY4494
 FY4494  NAD 83(1993)-  36 12 35.36298(N)    079 13 19.30383(W) AD(       ) 2
 FY4494  NAD 83(1986)-  36 12 35.36284(N)    079 13 19.30667(W) AD(       ) 2
 FY4494  NGVD 29 (07/16/92)  221.1    (m)          725.     (f) VERT ANG    3  
 FY4494
 FY4494.Superseded values are not recommended for survey control.
 FY4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY4494.See file dsdata.txt to determine how the superseded data were derived.
 FY4494
 FY4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5982708686(NAD 83)
 FY4494_MARKER: DE = TRAVERSE STATION DISK
 FY4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY4494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY4494_MAGNETIC: N = NO MAGNETIC MATERIAL
 FY4494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY4494+STABILITY: SURFACE MOTION
 FY4494
 FY4494  HISTORY     - Date     Condition        Report By
 FY4494  HISTORY     - 1981     MONUMENTED       NCGS
 FY4494  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 FY4494
 FY4494                          STATION DESCRIPTION
 FY4494
 FY4494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (LFS)
 FY4494'STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHWEST OF PROSPECT HILL
 FY4494'AND 8.2 MILES NORTH-NORTHEAST OF MEBANE.
 FY4494'
 FY4494'ALONG NC 49, 3.0 MILES SOUTHWEST FROM THE NC 86 INTERSECTION, (0.6
 FY4494'MILE SOUTH OF PROSPECT HILL) OR 0.15 MILE SOUTHWEST OF SR 1004 (AT
 FY4494'CARR) OPPOSITE CENTER OF FRAME HOUSE AND, ACROSS HIGHWAY FROM BRICK
 FY4494'HOUSE IN SOUTHEAST SHOULDER.
 FY4494'
 FY4494'THE STATION IS A STANDARD NCGS DISK
 FY4494'STAMPED---CARR 1981---,
 FY4494'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FY4494'25 CM IN DIAMETER RECESSED 13 CM BELOW GROUND.  LOCATED
 FY4494'5.00 METERS (16.4 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY,
 FY4494'6.85 METERS (22.4 FT) SOUTH FROM THE CENTERLINE INTERSECTION OF
 FY4494'HIGHWAY AND DRIVE TO BRICK HOUSE,
 FY4494'14.55 METERS (47.7 FT) WEST FROM THE CENTER OF DIRT DRIVE TO FRAME
 FY4494'HOUSE,
 FY4494'10.05 METERS (33.0 FT) NORTHWEST FROM THE POWER POLE WITH
 FY4494'TRANSFORMER AND REFERENCE TAG AND
 FY4494'10.85 METERS (35.6 FT) NORTH-NORTHEAST OF 6 INCH CEDAR.
 FY4494'
 FY4494'MARK IS 1 FOOT BELOW HIGHWAY LEVEL.
 FY4494
 FY4494                          STATION RECOVERY (2004)
 FY4494
 FY4494'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY4494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI8875 ***********************************************************************
 AI8875  DESIGNATION -  CARR
 AI8875  PID         -  AI8875
 AI8875  STATE/COUNTY-  NC/BURKE
 AI8875  USGS QUAD   -  MORGANTON NORTH (1993)
 AI8875
 AI8875                         *CURRENT SURVEY CONTROL
 AI8875  ___________________________________________________________________
 AI8875* NAD 83(2007)-  35 49 28.24485(N)    081 40 44.98544(W)     ADJUSTED  
 AI8875* NAVD 88     -       363.0    (meters)    1191.     (feet)  GPS OBS   
 AI8875  ___________________________________________________________________
 AI8875  EPOCH DATE  -        2002.00
 AI8875  X           -     749,294.608 (meters)                     COMP
 AI8875  Y           -  -5,123,183.537 (meters)                     COMP
 AI8875  Z           -   3,712,614.837 (meters)                     COMP
 AI8875  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AI8875  ELLIP HEIGHT-         330.681 (meters)          (02/10/07) ADJUSTED
 AI8875  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AI8875
 AI8875  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI8875  Type    PID    Designation                      North   East  Ellip
 AI8875  -------------------------------------------------------------------
 AI8875  NETWORK AI8875 CARR                              0.43   0.31   0.84
 AI8875  -------------------------------------------------------------------
 AI8875
 AI8875.The horizontal coordinates were established by GPS observations
 AI8875.and adjusted by the National Geodetic Survey in February 2007.
 AI8875
 AI8875.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI8875.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI8875.The horizontal coordinates are valid at the epoch date displayed above.
 AI8875.The epoch date for horizontal control is a decimal equivalence
 AI8875.of Year/Month/Day.
 AI8875
 AI8875.The orthometric height was determined by GPS observations and a
 AI8875.high-resolution geoid model.
 AI8875
 AI8875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8875
 AI8875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8875
 AI8875.The ellipsoidal height was determined by GPS observations
 AI8875.and is referenced to NAD 83.
 AI8875
 AI8875.The geoid height was determined by GEOID03.
 AI8875
 AI8875;                    North         East     Units Scale Factor Converg.
 AI8875;SPC NC       -   233,396.739   367,552.151   MT  0.99992245   -1 32 46.8
 AI8875;SPC NC       -   765,735.80  1,205,877.35   sFT  0.99992245   -1 32 46.8
 AI8875;UTM  17      - 3,964,697.423   438,652.905   MT  0.99964637   -0 23 51.1
 AI8875
 AI8875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8875!SPC NC       -   0.99994810  x   0.99992245  =   0.99987056
 AI8875!UTM  17      -   0.99994810  x   0.99964637  =   0.99959449
 AI8875
 AI8875:                Primary Azimuth Mark                     Grid Az
 AI8875:SPC NC       -  PAX                                      210 28 22.1
 AI8875:UTM  17      -  PAX                                      209 19 26.4
 AI8875
 AI8875|---------------------------------------------------------------------|
 AI8875| PID    Reference Object                     Distance      Geod. Az  |
 AI8875|                                                           dddmmss.s |
 AI8875| AI8874 PAX                                 484.574 METERS 2085535.3 |
 AI8875|---------------------------------------------------------------------|
 AI8875
 AI8875                          SUPERSEDED SURVEY CONTROL
 AI8875
 AI8875  NAD 83(2001)-  35 49 28.24495(N)    081 40 44.98534(W) AD(       ) 1
 AI8875  ELLIP H (03/13/03)  330.694  (m)                       GP(       ) 4 2
 AI8875  NAD 83(1986)-  35 49 28.25255(N)    081 40 44.98822(W) AD(       ) 1
 AI8875
 AI8875.Superseded values are not recommended for survey control.
 AI8875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8875.See file dsdata.txt to determine how the superseded data were derived.
 AI8875
 AI8875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3865364697(NAD 83)
 AI8875_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8875_STAMPING: CARR 1995
 AI8875_MARK LOGO: NCGS  
 AI8875_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI8875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8875+STABILITY: SURFACE MOTION
 AI8875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8875+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI8875
 AI8875  HISTORY     - Date     Condition        Report By
 AI8875  HISTORY     - 1995     MONUMENTED       NCGS
 AI8875
 AI8875                          STATION DESCRIPTION
 AI8875
 AI8875'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1995 (PAC)
 AI8875'STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHWEST OF CHESTERFIELD AND
 AI8875'5.5 MI (8.9 KM) NORTH OF MORGANTON, AT THE CARR AND COMPANY.
 AI8875'PROCEED ALONG NC 18 FOR 1.5 MI (2.4 KM) NORTHEAST FROM THE BRIDGE OVER
 AI8875'JOHNS RIVER, THENCE NORTH FOR 0.05 MI (0.08 KM) ALONG SR 1430-HARTLAND
 AI8875'ROAD, THENCE NORTH-NORTHWEST FOR 1.35 MI (2.17 KM) ALONG SR 1426-PAX
 AI8875'HILL ROAD, THENCE NORTHEAST FOR 0.2 MI (0.3 KM) ALONG SR 1427-PINEY
 AI8875'ROAD TO CARR AND COMPANY AND STATION NEAR THE NORTHWEST CORNER OF
 AI8875'SHOP.
 AI8875'MARK IS ABOUT 15-FEET HIGHER THAN ROAD AND RECESSED 1-INCH BELOW
 AI8875'SURFACE.  LOCATED 280.0 FT (85.3 M) EAST-SOUTHEAST OF THE CENTERLINE
 AI8875'OF SR 1427, 28.0 FT (8.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 AI8875'NORTHERN MOST DRIVE, 289.0 FT (88.1 M) SOUTHEAST OF THE CENTERLINE
 AI8875'INTERSECTION, 84.7 FT (25.8 M) NORTHWEST OF THE NORTHWEST OF THE
 AI8875'NORTHWEST CORNER OF SHOP, 256.8 FT (78.3 M) EAST-SOUTHEAST OF A
 AI8875'TELEPHONE PEDESTAL, AND 94.4 FT (28.8 M) NORTH OF A METAL LAMP POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG4164 ***********************************************************************
 DG4164  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4164  DESIGNATION -  CARR
 DG4164  PID         -  DG4164
 DG4164  STATE/COUNTY-  NC/GASTON
 DG4164  USGS QUAD   -  GASTONIA NORTH (1993)
 DG4164
 DG4164                         *CURRENT SURVEY CONTROL
 DG4164  ___________________________________________________________________
 DG4164* NAD 83(2007)-  35 19 56.28364(N)    081 09 45.90307(W)     ADJUSTED  
 DG4164* NAVD 88     -       239.72   (meters)     786.5    (feet)  GPS OBS   
 DG4164  ___________________________________________________________________
 DG4164  EPOCH DATE  -        2002.00
 DG4164  X           -     800,305.505 (meters)                     COMP
 DG4164  Y           -  -5,147,521.632 (meters)                     COMP
 DG4164  Z           -   3,668,125.310 (meters)                     COMP
 DG4164  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 DG4164  ELLIP HEIGHT-         208.323 (meters)          (02/10/07) ADJUSTED
 DG4164  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 DG4164
 DG4164  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG4164  Type    PID    Designation                      North   East  Ellip
 DG4164  -------------------------------------------------------------------
 DG4164  NETWORK DG4164 CARR                              0.45   0.37   0.51
 DG4164  -------------------------------------------------------------------
 DG4164
 DG4164.The horizontal coordinates were established by GPS observations
 DG4164.and adjusted by the National Geodetic Survey in February 2007.
 DG4164
 DG4164.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG4164.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG4164.The horizontal coordinates are valid at the epoch date displayed above.
 DG4164.The epoch date for horizontal control is a decimal equivalence
 DG4164.of Year/Month/Day.
 DG4164
 DG4164.The orthometric height was determined by GPS observations and a
 DG4164.high-resolution geoid model.
 DG4164.The orthometric height was determined by GPS observations and a
 DG4164.high-resolution geoid model using precise GPS observation and
 DG4164.processing techniques.
 DG4164
 DG4164.Photographs are available for this station.
 DG4164
 DG4164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4164
 DG4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4164
 DG4164.The ellipsoidal height was determined by GPS observations
 DG4164.and is referenced to NAD 83.
 DG4164
 DG4164.The geoid height was determined by GEOID03.
 DG4164
 DG4164;                    North         East     Units Scale Factor Converg.
 DG4164;SPC NC       -   177,666.318   413,009.562   MT  0.99987358   -1 14 53.8
 DG4164;SPC NC       -   582,893.58  1,355,015.54   sFT  0.99987358   -1 14 53.8
 DG4164;UTM  17      - 3,909,907.144   485,208.999   MT  0.99960270   -0 05 38.8
 DG4164
 DG4164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4164!SPC NC       -   0.99996730  x   0.99987358  =   0.99984089
 DG4164!UTM  17      -   0.99996730  x   0.99960270  =   0.99957002
 DG4164
 DG4164                          SUPERSEDED SURVEY CONTROL
 DG4164
 DG4164  NAD 83(1986)-  35 19 56.29964(N)    081 09 45.90503(W) AD(       ) 1
 DG4164  NAD 83(2001)-  35 19 56.28365(N)    081 09 45.90310(W) AD(       ) 1
 DG4164  ELLIP H (01/29/04)  208.325  (m)                       GP(       ) 4 1
 DG4164
 DG4164.Superseded values are not recommended for survey control.
 DG4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4164.See file dsdata.txt to determine how the superseded data were derived.
 DG4164
 DG4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8520909907(NAD 83)
 DG4164_MARKER: DD = SURVEY DISK
 DG4164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4164_STAMPING: CARR 2003
 DG4164_MARK LOGO: NGS   
 DG4164_PROJECTION: FLUSH
 DG4164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4164+STABILITY: SURFACE MOTION
 DG4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4164+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG4164
 DG4164  HISTORY     - Date     Condition        Report By
 DG4164  HISTORY     - 20030501 MONUMENTED       GCT
 DG4164
 DG4164                          STATION DESCRIPTION
 DG4164
 DG4164'DESCRIBED BY GUSTIN, COTHERN, AND TUCKER, I 2003 (WBM)
 DG4164'THE STATION IS LOCATED IN GASTON COUNTY, NORTH CAROLINA AND IS 5.8 KM
 DG4164'(4.2 MILES)
 DG4164'SOUTHWEST OF STANLEY, 2..4 KM (1.5 MILES) NORTHEAST OF DALLAS, AND 5.8
 DG4164'KM (3.6 MILES)
 DG4164'SOUTHEAST OF HARDINS. OWNERSHIP - IN THE SOUTH RIGHT-OF-WAY OF SR-1803
 DG4164'(CARR ROAD).
 DG4164' 
 DG4164'TO REACH THE STATION FROM THE INTERSECTION OF SR-275 WITH SR-279,
 DG4164'TRAVEL EAST ALONG
 DG4164'SR-275 FOR 1.4 KM (0.9 MILE)I TO IT'S INTERSECTION WITH KISER DAIRY
 DG4164'ROAD, TURN LEFT ONTO KISER
 DG4164'DAIRY ROAD AND TRAVEL NORTH FOR 0.8 KM (0.5 MILES) TO CARR ROAD.
 DG4164'THENCE LEFT ON CARR
 DG4164'ROAD FOR 0.16 KM (0.1 MILES) TO THE MARK ON LEFT.
 DG4164' 
 DG4164'THE MARK IS A STANDARD NGS SURVEY DISK SET IN THE TOP OF A CONCRETE
 DG4164'MONUMENT FLUSH
 DG4164'WITH THE GROUND, LOCATED 22.65 METER (74.3 FT) EAST-NORTHEAST OF A
 DG4164'POWER POLE WITH A
 DG4164'NCGS REFERENCE TAG, 25.1 METERS (82.4 FT) SOUTHEAST AND ACROSS THE
 DG4164'ROAD FROM A ROAD
 DG4164'SIGN, AND 16.36 METERS (53.7 FT) SOUTHWEST AND ACROSS THE ROAD FROM A
 DG4164'TELEPHONE
 DG4164'PEDESTAL
 DG4164'
 DG4164'
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1514 ***********************************************************************
 EZ1514  DESIGNATION -  CARR A
 EZ1514  PID         -  EZ1514
 EZ1514  STATE/COUNTY-  NC/RICHMOND
 EZ1514  USGS QUAD   -  HOFFMAN (1982)
 EZ1514
 EZ1514                         *CURRENT SURVEY CONTROL
 EZ1514  ___________________________________________________________________
 EZ1514* NAD 83(2001)-  35 02 45.90192(N)    079 30 04.82159(W)     ADJUSTED  
 EZ1514* NAVD 88     -       105.52   (+/-2cm)     346.2    (feet)  VERTCON   
 EZ1514  ___________________________________________________________________
 EZ1514  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 EZ1514  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 EZ1514  HORZ ORDER  -  FIRST
 EZ1514  VERT ORDER  -  ? (See Below)
 EZ1514
 EZ1514.The horizontal coordinates were established by classical geodetic methods
 EZ1514.and adjusted by the National Geodetic Survey in August 2005.
 EZ1514
 EZ1514.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ1514.The vertical order pertains to the NGVD 29 superseded value.
 EZ1514
 EZ1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1514
 EZ1514.The geoid height was determined by GEOID03.
 EZ1514
 EZ1514;                    North         East     Units Scale Factor Converg.
 EZ1514;SPC NC       -   143,890.103   563,866.273   MT  0.99987900   -0 17 21.7
 EZ1514;SPC NC       -   472,079.45  1,849,951.26   sFT  0.99987900   -0 17 21.7
 EZ1514;UTM  17      - 3,879,180.245   636,683.902   MT  0.99983025   +0 51 38.6
 EZ1514
 EZ1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1514!SPC NC       -   0.99998843  x   0.99987900  =   0.99986743
 EZ1514!UTM  17      -   0.99998843  x   0.99983025  =   0.99981869
 EZ1514
 EZ1514:                Primary Azimuth Mark                     Grid Az
 EZ1514:SPC NC       -  RICHMOND                                 035 40 09.2
 EZ1514:UTM  17      -  RICHMOND                                 034 31 08.9
 EZ1514
 EZ1514|---------------------------------------------------------------------|
 EZ1514| PID    Reference Object                     Distance      Geod. Az  |
 EZ1514|                                                           dddmmss.s |
 EZ1514| EZ3478 RICHMOND                            440.557 METERS 0352247.5 |
 EZ1514|---------------------------------------------------------------------|
 EZ1514
 EZ1514                          SUPERSEDED SURVEY CONTROL
 EZ1514
 EZ1514  NAD 83(1986)-  35 02 45.89390(N)    079 30 04.82116(W) AD(       ) 1
 EZ1514  NAD 27      -  35 02 45.33631(N)    079 30 05.67082(W) AD(       ) 1
 EZ1514  NGVD 29 (??/??/92)  105.764  (m)          346.99   (f) ADJ UNCH    ?  
 EZ1514
 EZ1514.Superseded values are not recommended for survey control.
 EZ1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1514.See file dsdata.txt to determine how the superseded data were derived.
 EZ1514
 EZ1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU3668479180(NAD 83)
 EZ1514_MARKER: DS = TRIANGULATION STATION DISK
 EZ1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1514_STAMPING: 346.922 CARR A 1918
 EZ1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1514+STABILITY: SURFACE MOTION
 EZ1514
 EZ1514  HISTORY     - Date     Condition        Report By
 EZ1514  HISTORY     - 1918     MONUMENTED       CGS
 EZ1514  HISTORY     - 1933     GOOD             CGS
 EZ1514  HISTORY     - 1948     MARK NOT FOUND   USGS
 EZ1514  HISTORY     - 1948     MARK NOT FOUND   NGS
 EZ1514  HISTORY     - 1989     MARK NOT FOUND   USGS
 EZ1514
 EZ1514                          STATION DESCRIPTION
 EZ1514
 EZ1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EZ1514'ABOUT 2-1/2 MILES NORTH OF HOFFMAN, ON THIRD CURVE OF SEABOARD AIR
 EZ1514'LINE RAILWAY NORTH OF HOFFMAN AND SECOND CURVE NORTH OF MILEPOST
 EZ1514'237, AT INTERSECTION OF TANGENTS TO WEST RAIL, AND 17.5 METERS
 EZ1514'(57 FEET) EAST OF EAST RAIL.  SURFACE MARK IS STANDARD DISK
 EZ1514'STATION MARK IN CONCRETE.  UNDERGROUND MARK IS COPPER BOLT IN
 EZ1514'CONCRETE.
 EZ1514
 EZ1514                          STATION RECOVERY (1948)
 EZ1514
 EZ1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 EZ1514'STATION NOT FOUND.  INDICATIONS SHOW THAT THIS WAS PROBABLY DESTROYED
 EZ1514'WHEN A SIDETRACK WAS LAID INTO CAMP MACKALL AND HAS NOW BEEN TAKEN
 EZ1514'UP.
 EZ1514
 EZ1514                          STATION RECOVERY (1948)
 EZ1514
 EZ1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EZ1514'2.9 MI NE FROM HOFFMAN.
 EZ1514'2.9 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 EZ1514'HOFFMAN, RICHMOND COUNTY, AT THE SECOND CURVE NORTHEAST OF
 EZ1514'MILEPOST 237, AT THE INTERSECTION OF THE PROLONGATIONS OF THE WEST
 EZ1514'RAILS OF THE TANGENTS, AND 60 FEET EAST OF THE TRACK.  A STANDARD
 EZ1514'TRIANGULATION-STATION DISK, STAMPED 346.922 CARR A 1918 AND SET
 EZ1514'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 EZ1514'GROUND.  NOTE-- MARK WAS PROBABLY DESTROYED WHEN A SIDE TRACK
 EZ1514'WAS LAID INTO CAMP MACKALL AND HAS NOW BEEN TAKEN UP.
 EZ1514
 EZ1514                          STATION RECOVERY (1989)
 EZ1514
 EZ1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989 (JWO)
 EZ1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ5408 ***********************************************************************
 EZ5408  DESIGNATION -  CARR AZ MK
 EZ5408  PID         -  EZ5408
 EZ5408  STATE/COUNTY-  NC/DURHAM
 EZ5408  USGS QUAD   -  SOUTHEAST DURHAM (1993)
 EZ5408
 EZ5408                         *CURRENT SURVEY CONTROL
 EZ5408  ___________________________________________________________________
 EZ5408* NAD 83(2001)-  35 59 35.91321(N)    078 45 41.15451(W)     ADJUSTED  
 EZ5408* NAVD 88     -       112.0    (meters)     367.     (feet)  VERTCON   
 EZ5408  ___________________________________________________________________
 EZ5408  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 EZ5408  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 EZ5408  HORZ ORDER  -  SECOND
 EZ5408
 EZ5408.The horizontal coordinates were established by classical geodetic methods
 EZ5408.and adjusted by the National Geodetic Survey in August 2005.
 EZ5408
 EZ5408.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ5408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ5408
 EZ5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ5408
 EZ5408.The geoid height was determined by GEOID03.
 EZ5408
 EZ5408;                    North         East     Units Scale Factor Converg.
 EZ5408;SPC NC       -   248,884.192   631,112.262   MT  0.99995623   +0 08 15.7
 EZ5408;SPC NC       -   816,547.55  2,070,574.15   sFT  0.99995623   +0 08 15.7
 EZ5408;UTM  17      - 3,985,523.715   701,789.885   MT  1.00010176   +1 18 57.7
 EZ5408
 EZ5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ5408!SPC NC       -   0.99998743  x   0.99995623  =   0.99994366
 EZ5408!UTM  17      -   0.99998743  x   1.00010176  =   1.00008919
 EZ5408
 EZ5408|---------------------------------------------------------------------|
 EZ5408| PID    Reference Object                     Distance      Geod. Az  |
 EZ5408|                                                           dddmmss.s |
 EZ5408| EZ5365 CARR                                337.908 METERS 05841     |
 EZ5408| EZ5407 STONE                               138.400 METERS 24258     |
 EZ5408|---------------------------------------------------------------------|
 EZ5408
 EZ5408                          SUPERSEDED SURVEY CONTROL
 EZ5408
 EZ5408  NAD 83(1986)-  35 59 35.91876(N)    078 45 41.16735(W) AD(       ) 2
 EZ5408  NAD 27      -  35 59 35.39286(N)    078 45 42.14969(W) AD(       ) 2
 EZ5408  NGVD 29 (07/19/86)  112.2    (m)          368.     (f) VERT ANG    3  
 EZ5408
 EZ5408.Superseded values are not recommended for survey control.
 EZ5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ5408.See file dsdata.txt to determine how the superseded data were derived.
 EZ5408
 EZ5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0179085524(NAD 83)
 EZ5408_MARKER: DZ = AZIMUTH MARK DISK
 EZ5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ5408_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EZ5408_STAMPING: CARR AZ 1969
 EZ5408_MARK LOGO: CGS   
 EZ5408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ5408+STABILITY: SURFACE MOTION
 EZ5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ5408+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 EZ5408
 EZ5408  HISTORY     - Date     Condition        Report By
 EZ5408  HISTORY     - 1971     MONUMENTED       NGS
 EZ5408  HISTORY     - 1983     GOOD             USPSQD
 EZ5408  HISTORY     - 1985     GOOD             USPSQD
 EZ5408  HISTORY     - 19960326 GOOD             NCGS
 EZ5408  HISTORY     - 20041126 GOOD             GEOCAC
 EZ5408  HISTORY     - 20060830 GOOD             USPSQD
 EZ5408
 EZ5408                          STATION DESCRIPTION
 EZ5408
 EZ5408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LWA)
 EZ5408'CARR AZIMUTH MARK IS A U. S. COAST AND GEODETIC SURVEY AZIMUTH MARK
 EZ5408'IN THE VICINITY OF OAK GROVE, NORTH CAROLINA.
 EZ5408'
 EZ5408'CARR AZIMUTH MARK IS LOCATED APPROXIMATELY 3.4 MILES NORTHEAST OF
 EZ5408'OAK GROVE AND 7.8 MILES EAST OF DURHAM.  TO REACH STATION PROCEED
 EZ5408'FROM THE INTERSECTION OF SR 1807 (BAPTIST RD.) AND SR 1804 (SHAW
 EZ5408'RD.).  GO NORTHEAST ALONG SR 1807 FOR 0.5 MILE TO STATION ON LEFT
 EZ5408'(NW SIDE OF SR 1807).  AND 1.8 MILES NORTHEAST OF INTERSECTION OF
 EZ5408'NC 98 AND SR 1807 (BAPTIST RD. N.) AT JOHN E. NEAL JR. HIGH
 EZ5408'SCHOOL.
 EZ5408'
 EZ5408'STATION MARK IS A STANDARD USC AND GS AZIMUTH MARK STAMPED CARR AZ.
 EZ5408'1969, WHICH IS 4 INCHES ABOVE THE GROUND.
 EZ5408'
 EZ5408'MARK IS
 EZ5408'27.5 FEET NNW OF C/L OF SR 1807.
 EZ5408'5.7 FEET SSE OF ALUMINUM REF. TAG ON TP.
 EZ5408'79.0 FEET WSW OF C/L OF DRIVE TO RESIDENCE.
 EZ5408'2.2 FEET NE OF BASE OF A METAL WITNESS POST.
 EZ5408
 EZ5408                          STATION RECOVERY (1983)
 EZ5408
 EZ5408'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLH)
 EZ5408'CARR 1969 RECOVERED EXCELLENT.
 EZ5408
 EZ5408                          STATION RECOVERY (1985)
 EZ5408
 EZ5408'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 EZ5408'CARR 1969 AZ MK FOUND GOOD.  WITNESS POST GOOD.
 EZ5408
 EZ5408                          STATION RECOVERY (1996)
 EZ5408
 EZ5408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG)
 EZ5408'RECOVERED AS DESCRIBED. LOCATED 2.5 FT (0.8 M) SOUTH-SOUTHEAST OF A
 EZ5408'POWER POLE WITH A REFERENCE TAG.
 EZ5408
 EZ5408                          STATION RECOVERY (2004)
 EZ5408
 EZ5408'RECOVERY NOTE BY GEOCACHING 2004 (PFF)
 EZ5408'GOOD CONDITION. WITNESS POST AND REF TAG GOOD. SHAW ROAD RENAMED
 EZ5408'SANTEE ROAD.
 EZ5408' 
 EZ5408' 
 EZ5408
 EZ5408                          STATION RECOVERY (2006)
 EZ5408
 EZ5408'RECOVERY NOTE BY US POWER SQUADRON 2006
 EZ5408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY4423 ***********************************************************************
 EY4423  DESIGNATION -  CARR RM 3
 EY4423  PID         -  EY4423
 EY4423  STATE/COUNTY-  NC/GREENE
 EY4423  USGS QUAD   -  FARMVILLE (1981)
 EY4423
 EY4423                         *CURRENT SURVEY CONTROL
 EY4423  ___________________________________________________________________
 EY4423* NAD 83(1986)-  35 31 03.     (N)    077 33 31.     (W)     SCALED    
 EY4423* NAVD 88     -        23.500  (meters)      77.10   (feet)  ADJUSTED  
 EY4423  ___________________________________________________________________
 EY4423  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 EY4423  DYNAMIC HT  -          23.479 (meters)      77.03  (feet)  COMP
 EY4423  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 EY4423
 EY4423  VERT ORDER  -  SECOND    CLASS II
 EY4423
 EY4423.The horizontal coordinates were scaled from a topographic map and have
 EY4423.an estimated accuracy of +/- 6 seconds.
 EY4423
 EY4423.The orthometric height was determined by differential leveling
 EY4423.and adjusted in July 2008.
 EY4423.No vertical observational check was made to the station.
 EY4423
 EY4423.The geoid height was determined by GEOID03.
 EY4423
 EY4423.The dynamic height is computed by dividing the NAVD 88
 EY4423.geopotential number by the normal gravity value computed on the
 EY4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EY4423.degrees latitude (g = 980.6199 gals.).
 EY4423
 EY4423.The modeled gravity was interpolated from observed gravity values.
 EY4423
 EY4423;                    North         East    Units  Estimated Accuracy
 EY4423;SPC NC       -   197,020.      740,330.      MT  (+/- 180 meters Scaled)
 EY4423
 EY4423                          SUPERSEDED SURVEY CONTROL
 EY4423
 EY4423.No superseded survey control is available for this station.
 EY4423
 EY4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE679334(NAD 83)
 EY4423_MARKER: DR = REFERENCE MARK DISK
 EY4423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY4423_STAMPING: CARR NO 3 1933
 EY4423_MARK LOGO: CGS   
 EY4423_MAGNETIC: N = NO MAGNETIC MATERIAL
 EY4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EY4423+STABILITY: SURFACE MOTION
 EY4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EY4423+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1991
 EY4423
 EY4423  HISTORY     - Date     Condition        Report By
 EY4423  HISTORY     - 1933     MONUMENTED       CGS
 EY4423  HISTORY     - 19911216 GOOD             NCGS
 EY4423
 EY4423                          STATION DESCRIPTION
 EY4423
 EY4423'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (WLL)
 EY4423'STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHWEST OF FARMVILLE
 EY4423'AND 7.5 MI (12.1 KM) NORTHEAST OF SNOW HILL.  PROCEED ALONG US 258 FOR
 EY4423'6.6 MI (10.6 KM) SOUTH FROM THE INTERSECTION OF US 258 AND US 264 ALT
 EY4423'IN FARMVILLE TO LIZZIE AND THE JUNCTION OF NC 123, THENCE ALONG NC 123
 EY4423'FOR 0.4 MI (0.6 KM) EAST TO SR 1335 (HOLLOMAN FARM RD.) , THENCE ALONG
 EY4423'SR 1335 FOR 3.3 MI (5.3 KM) NORTHEAST TO THE STATION ON THE RIGHT, OR
 EY4423'0.1 MI (0.2 KM) NORTHEAST OF SR 1342.  MARK IS ABOUT 1-FOOT HIGHER
 EY4423'THAN SR 1342 AND PROJECTS 4 INCHES ABOVE THE GROUND. LOCATED
 EY4423'APPROXIMATELY 210 FT (64.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF SR
 EY4423'1342, 17.5 FT (5.3 M) SOUTHEAST OF A 16 INCH CEDAR, 41.5 FT (12.6 M)
 EY4423'SOUTHWEST OF THE SOUTHWEST CORNER OF CARR HOME, 80.9 FT (24.7 M)
 EY4423'WEST-NORTHWEST OF A 27-INCH OAK AND 181.8 FT (55.4 M) NORTH-NORTHWEST
 EY4423'OF CGS STATION CARR.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1665 ***********************************************************************
 EA1665  DESIGNATION -  CARRAWAY
 EA1665  PID         -  EA1665
 EA1665  STATE/COUNTY-  NC/CARTERET
 EA1665  USGS QUAD   -  MERRIMON (1983)
 EA1665
 EA1665                         *CURRENT SURVEY CONTROL
 EA1665  ___________________________________________________________________
 EA1665* NAD 83(2001)-  34 55 48.99516(N)    076 38 28.56827(W)     ADJUSTED  
 EA1665* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 EA1665  ___________________________________________________________________
 EA1665  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EA1665  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA1665  HORZ ORDER  -  SECOND
 EA1665
 EA1665.The horizontal coordinates were established by classical geodetic methods
 EA1665.and adjusted by the National Geodetic Survey in August 2005.
 EA1665
 EA1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA1665
 EA1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1665
 EA1665.The geoid height was determined by GEOID03.
 EA1665
 EA1665;                    North         East     Units Scale Factor Converg.
 EA1665;SPC NC       -   133,488.289   825,063.588   MT  0.99988824   +1 21 41.0
 EA1665;SPC NC       -   437,952.83  2,706,896.12   sFT  0.99988824   +1 21 41.0
 EA1665;UTM  18      - 3,866,540.569   350,097.442   MT  0.99987695   -0 56 23.8
 EA1665
 EA1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1665!SPC NC       -   1.00000536  x   0.99988824  =   0.99989360
 EA1665!UTM  18      -   1.00000536  x   0.99987695  =   0.99988231
 EA1665
 EA1665|---------------------------------------------------------------------|
 EA1665| PID    Reference Object                     Distance      Geod. Az  |
 EA1665|                                                           dddmmss.s |
 EA1665| EA3265 CARRAWAY RM 1                        40.865 METERS 05229     |
 EA1665| EA3267 CARRAWAY RM 3                        18.751 METERS 17028     |
 EA1665| EA1666 CEDAR CREEK FRONT RANGE LIGHT       APPROX. 1.0 KM 2881506.1 |
 EA1665| EA3266 CARRAWAY RM 2                        38.277 METERS 34916     |
 EA1665|---------------------------------------------------------------------|
 EA1665
 EA1665                          SUPERSEDED SURVEY CONTROL
 EA1665
 EA1665  NAD 83(1986)-  34 55 49.00850(N)    076 38 28.57632(W) AD(       ) 2
 EA1665  NAD 27      -  34 55 48.43300(N)    076 38 29.82500(W) AD(       ) 2
 EA1665  NGVD 29 (01/13/98)    3.7    (m)           12.     (f) H LEVEL     3  
 EA1665
 EA1665.Superseded values are not recommended for survey control.
 EA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1665.See file dsdata.txt to determine how the superseded data were derived.
 EA1665
 EA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5009766541(NAD 83)
 EA1665_MARKER: DS = TRIANGULATION STATION DISK
 EA1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1665_STAMPING: CARRAWAY 1935
 EA1665_MARK LOGO: CGS   
 EA1665_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA1665+STABILITY: SURFACE MOTION
 EA1665
 EA1665  HISTORY     - Date     Condition        Report By
 EA1665  HISTORY     - 1935     MONUMENTED       CGS
 EA1665  HISTORY     - 1966     GOOD             CGS
 EA1665  HISTORY     - 1967     GOOD             USE
 EA1665  HISTORY     - 1978     GOOD             USE
 EA1665  HISTORY     - 19870119 GOOD             NCGS
 EA1665  HISTORY     - 19921116 GOOD             NCGS
 EA1665
 EA1665                          STATION DESCRIPTION
 EA1665
 EA1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EA1665'STATION IS ON PROPERTY OF MR. JOE CARRAWAY, ON THE E SIDE OF THE
 EA1665'MOUTH OF CEDAR CREEK WHICH RUNS INTO ADAMS CREEK, ABOUT 3 MILES SE OF
 EA1665'THE NEUSE RIVER.  THE STATION IS IN RANGE WITH BEACON LIGHT NO.3
 EA1665'AND THE RANGE BEACON LIGHT FOR THE FIRST DREDGED REACH S OF THE
 EA1665'MOUTH OF ADAMS CREEK, AND IS 95 FEET W OF THE CORNER OF THE CARRAWAY
 EA1665'HOUSE, 6 FEET S OF A POINT IN LINE WITH THE PIAZZA POSTS ON THE S
 EA1665'SIDE OF THE HOUSE, 29 FEET E OF THE FIRST CEDAR W OF THE FENCE.
 EA1665'THE STATION IS 30 FEET FROM THE BANK AT THE WATERS EDGE.
 EA1665'
 EA1665'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 EA1665'SET IN CONCRETE.
 EA1665'
 EA1665'REFERENCE MARK NO.1 IS ABOUT 20 METERS NW FROM THE HOUSE, 1 METER S
 EA1665'OF THE FENCE ALONG THE N SIDE OF THE HOUSE.
 EA1665'
 EA1665'REFERENCE MARK NO.2 IS 1 METER S OF THE FENCE, 4 METERS E OF THE
 EA1665'WATERS EDGE AND 1 METER W OF THE GATE.
 EA1665'
 EA1665'THE STATION IS BEST REACHED BY WATER BUT MAY BE REACHED BY LAND FROM
 EA1665'BEAUFORT AS FOLLOWS--FOLLOW HIGHWAY 70 E ABOUT 1 MILE TO ITS
 EA1665'INTERSECTION WITH HIGHWAY 101.  SET 0.0 AND FOLLOW HIGHWAY 70 E.
 EA1665'AT 4.5 KEEP LEFT.  AT 15.1 TURN LEFT OFF MAIN ROAD.  AT 15.8 REACH
 EA1665'CARRAWAYS HOUSE AND STATION.
 EA1665'
 EA1665'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS..
 EA1665
 EA1665                          STATION RECOVERY (1966)
 EA1665
 EA1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 EA1665'STATION AND REFERENCE MARK NO.1 WERE RECOVERED AS DESCRIBED AND FOUND
 EA1665'TO BE IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS FOUND TO BE IN
 EA1665'DANGER OF BEING DESTROYED BY EROSION SO REFERENCE MARK NO.3 WAS
 EA1665'ESTABLISHED. TWO LARGE MULBERRY BUSHES OBSTRUCTED REFERENCE MARK
 EA1665'NO.1 FROM THE STATION SO THE DISTANCE AND THE DIRECTION COULD NOT BE
 EA1665'CHECKED.  ADAMS CREEK BEACON NO.5 (AZIMUTH MARK) COULD NOT BE
 EA1665'SEEN BECAUSE OF LARGE BRANCHES OF CEDAR TREES.  FROM LOCAL
 EA1665'INFORMATION IT WAS LEARNED THAT THE BEACONS HAVE BEEN REBUILT.
 EA1665'SINCE REFERENCE MARK NO.2 WAS STILL FIRM AND APPARENTLY NOT
 EA1665'DISTURBED IT WAS NOT DESTROYED AS IT WILL POSSIBLY LAST FOR SEVERAL
 EA1665'YEARS.  THE ORIGINAL DESCRIPTION OF STATION IS ADEQUATE AND THE
 EA1665'PROPERTY OWNER IS STILL THE CARRAWAY FAMILY.
 EA1665'
 EA1665'REFERENCE MARK NO.3 IS 26 FEET SOUTH OF AN 18 INCH PINE TREE AND 15
 EA1665'FEET EAST OF THE EAST CREEK BANK.  THE MARK IS A STANDARD DISK SET
 EA1665'FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS
 EA1665'ABOUT 3 INCHES AND AND THE DISK IS STAMPED CARRAWAY NO 3 1935.
 EA1665'
 EA1665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14-1/2 MILES NORTH
 EA1665
 EA1665                          STATION RECOVERY (1967)
 EA1665
 EA1665'RECOVERY NOTE BY US ENGINEERS 1967
 EA1665'THE STATION IS THE CENTER OF A STANDARD USC AND GS DISK SET IN
 EA1665'CONCRETE.
 EA1665'
 EA1665'THE STATION IS LOCATED 95 FT OF THE CARRAWAYS HOUSE, 6 FT S OF A
 EA1665'POINT IN LINE WITH THE PIAZZA POSTS ON THE S SIDE OF THE HOUSE, AND
 EA1665'30 FT E OF THE BANK OF CEDAR CREEK.
 EA1665'
 EA1665'TO REACH STATION FROM BEAUFORT FOLLOW HIGHWAY 70 E ABOUT 1 MILE TO
 EA1665'INTERSECTION WITH HIGHWAY 101.  SET 0.0 AND FOLLOW HIGHWAY 70 E.
 EA1665'AT 4.5 MILES KEEP LEFT.  AT 15.1 MILES TURN LEFT OFF MAIN ROAD.  AT
 EA1665'15.8 MILES REACH CARRAWAYS HOUSE AND STATION.
 EA1665'
 EA1665'RM 1 IS ABOUT 65.6 FT WNW FROM THE HOUSE, AND 3.2 FT S OF THE FENCE
 EA1665'ALONG N SIDE OF HOUSE.
 EA1665'
 EA1665'RM 2 DESTROYED.  FOUND LAYING ON ITS SIDE.
 EA1665
 EA1665                          STATION RECOVERY (1978)
 EA1665
 EA1665'RECOVERY NOTE BY US ENGINEERS 1978 (GRN)
 EA1665'STATION FOUND GOOD, DESCRIPTION ADEQUATE.
 EA1665
 EA1665                          STATION RECOVERY (1987)
 EA1665
 EA1665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EA1665'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED.
 EA1665'REFERENCE MARK 2 HAS BEEN DESTROYED. PROCEED ALONG SR 1300 FOR 11.95
 EA1665'MI (19.23 KM) NORTH FROM US 70 (ABOUT 5.0 MI (8.0 KM) NORTH OF
 EA1665'BEAUFORT) TO A DIRT DRIVE (ABOUT 1.75 MI (2.82 KM) SOUTH OF SR 1321),
 EA1665'THENCE EAST ALONG THE DRIVE FOR 0.6 MI (1.0 KM) TO A 2-STORY WHITE
 EA1665'FRAME HOUSE AND THE STATION, IN THE YARD BETWEEN THE HOUSE AND THE
 EA1665'SHORE LINE. MARK PROJECTS 4 INCHES ABOVE GROUND AND IS ABOUT 15-FEET
 EA1665'ABOVE THE WATER LEVEL. LOCATED 32.0 FT (9.8 M) SOUTHWEST OF THE CENTER
 EA1665'OF THE DRIVE, 94.7 FT (28.9 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER
 EA1665'OF THE PORCH OF THE HOUSE, 16.0 FT (4.9 M) SOUTHWEST OF A 10-INCH
 EA1665'DOGWOOD, 36.5 FT (11.1 M) NORTH OF A 24-INCH PINE, AND 179.0 FT (54.6
 EA1665'M) SOUTH-SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG.
 EA1665
 EA1665                          STATION RECOVERY (1992)
 EA1665
 EA1665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (WLL)
 EA1665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG7051 ***********************************************************************
 DG7051  HT_MOD      -  This is a Height Modernization Survey Station.
 DG7051  DESIGNATION -  CARRAWAY
 DG7051  PID         -  DG7051
 DG7051  STATE/COUNTY-  NC/ALAMANCE
 DG7051  USGS QUAD   -  BURLINGTON (1981)
 DG7051
 DG7051                         *CURRENT SURVEY CONTROL
 DG7051  ___________________________________________________________________
 DG7051* NAD 83(2007)-  36 02 31.34863(N)    079 24 08.86615(W)     ADJUSTED  
 DG7051* NAVD 88     -       181.69   (meters)     596.1    (feet)  GPS OBS   
 DG7051  ___________________________________________________________________
 DG7051  EPOCH DATE  -        2002.00
 DG7051  X           -     949,592.192 (meters)                     COMP
 DG7051  Y           -  -5,075,307.544 (meters)                     COMP
 DG7051  Z           -   3,732,053.783 (meters)                     COMP
 DG7051  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DG7051  ELLIP HEIGHT-         151.518 (meters)          (02/10/07) ADJUSTED
 DG7051  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG7051
 DG7051  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG7051  Type    PID    Designation                      North   East  Ellip
 DG7051  -------------------------------------------------------------------
 DG7051  NETWORK DG7051 CARRAWAY                          0.67   0.59   1.08
 DG7051  -------------------------------------------------------------------
 DG7051
 DG7051.The horizontal coordinates were established by GPS observations
 DG7051.and adjusted by the National Geodetic Survey in February 2007.
 DG7051
 DG7051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG7051.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG7051.The horizontal coordinates are valid at the epoch date displayed above.
 DG7051.The epoch date for horizontal control is a decimal equivalence
 DG7051.of Year/Month/Day.
 DG7051
 DG7051.The orthometric height was determined by GPS observations and a
 DG7051.high-resolution geoid model.
 DG7051.The orthometric height was determined by GPS observations and a
 DG7051.high-resolution geoid model using precise GPS observation and
 DG7051.processing techniques.
 DG7051
 DG7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7051
 DG7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7051
 DG7051.The ellipsoidal height was determined by GPS observations
 DG7051.and is referenced to NAD 83.
 DG7051
 DG7051.The geoid height was determined by GEOID03.
 DG7051
 DG7051;                    North         East     Units Scale Factor Converg.
 DG7051;SPC NC       -   254,338.932   573,334.232   MT  0.99996760   -0 13 56.2
 DG7051;SPC NC       -   834,443.65  1,881,014.06   sFT  0.99996760   -0 13 56.2
 DG7051;UTM  17      - 3,989,792.100   643,911.556   MT  0.99985519   +0 56 24.4
 DG7051
 DG7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7051!SPC NC       -   0.99997622  x   0.99996760  =   0.99994382
 DG7051!UTM  17      -   0.99997622  x   0.99985519  =   0.99983141
 DG7051
 DG7051                          SUPERSEDED SURVEY CONTROL
 DG7051
 DG7051  NAD 83(1986)-  36 02 31.35142(N)    079 24 08.87278(W) AD(       ) 1
 DG7051  NAD 83(2001)-  36 02 31.34874(N)    079 24 08.86619(W) AD(       ) 1
 DG7051  ELLIP H (09/23/04)  151.516  (m)                       GP(       ) 4 2
 DG7051
 DG7051.Superseded values are not recommended for survey control.
 DG7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7051.See file dsdata.txt to determine how the superseded data were derived.
 DG7051
 DG7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4391289792(NAD 83)
 DG7051_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7051_STAMPING: CARRAWAY 2003
 DG7051_MARK LOGO: NCGS  
 DG7051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7051+STABILITY: SURFACE MOTION
 DG7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7051+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 DG7051
 DG7051  HISTORY     - Date     Condition        Report By
 DG7051  HISTORY     - 2003     MONUMENTED       NCGS
 DG7051  HISTORY     - 20041030 GOOD             USPSQD
 DG7051  HISTORY     - 20051114 GOOD             USPSQD
 DG7051
 DG7051                          STATION DESCRIPTION
 DG7051
 DG7051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL)
 DG7051'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) SOUTH OF THE ALAMANCE COUNTY
 DG7051'COURTHOUSE IN GRAHAM. PROCEED ALONG NC 87 (SOUTH MAIN STREET) FOR 0.75
 DG7051'MI (1.21 KM) SOUTH FROM I-40/I-85 (EXIT 147), THENCE SOUTHWEST ALONG
 DG7051'ROGERS ROAD-SR 2309 FOR 0.6 MI (1.0 KM) TO STATION ON SOUTHEAST SIDE
 DG7051'OF INTERSECTION WITH CARRAWAY DRIVE (NW), IN THE BACKSLOPE OF THE
 DG7051'DITCH. MARK IS ABOUT LEVEL WITH ROGERS ROAD AND RECESSED 2-INCHES
 DG7051'BELOW THE GROUND. LOCATED 27.3 FT (8.3 M) EAST-SOUTHEAST OF THE
 DG7051'CENTERLINE OF ROGERS ROAD, ABOUT 4 FT (1.2 M) SOUTH-SOUTHWEST OF THE
 DG7051'PROJECTED CENTERLINE OF CARRAWAY DRIVE, 12.2 FT (3.7 M) SOUTHEAST OF A
 DG7051'MANHOLE, 5.7 FT (1.7 M) NORTH-NORTHWEST OF A WOODEN FENCE POST AND 7.6
 DG7051'FT (2.3 M) WEST-SOUTHWEST OF A WOODEN FENCE POST, BOTH WITH REFERENCE
 DG7051'TAGS.
 DG7051
 DG7051                          STATION RECOVERY (2004)
 DG7051
 DG7051'RECOVERY NOTE BY US POWER SQUADRON 2004
 DG7051'RECOVERED IN GOOD CONDITION.
 DG7051
 DG7051                          STATION RECOVERY (2005)
 DG7051
 DG7051'RECOVERY NOTE BY US POWER SQUADRON 2005
 DG7051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA3267 ***********************************************************************
 EA3267  DESIGNATION -  CARRAWAY RM 3
 EA3267  PID         -  EA3267
 EA3267  STATE/COUNTY-  NC/CARTERET
 EA3267  USGS QUAD   -  MERRIMON (1983)
 EA3267
 EA3267                         *CURRENT SURVEY CONTROL
 EA3267  ___________________________________________________________________
 EA3267* NAD 83(2001)-  34 55 48.39493(N)    076 38 28.44598(W)     ADJUSTED  
 EA3267* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 EA3267  ___________________________________________________________________
 EA3267  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EA3267  GEOID HEIGHT-         -37.54  (meters)                     GEOID03
 EA3267  HORZ ORDER  -  SECOND
 EA3267
 EA3267.The horizontal coordinates were established by classical geodetic methods
 EA3267.and adjusted by the National Geodetic Survey in August 2005.
 EA3267
 EA3267.The NAVD 88 height was computed by applying the VERTCON shift value to
 EA3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EA3267
 EA3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA3267
 EA3267.The geoid height was determined by GEOID03.
 EA3267
 EA3267;                    North         East     Units Scale Factor Converg.
 EA3267;SPC NC       -   133,469.873   825,067.130   MT  0.99988826   +1 21 41.1
 EA3267;SPC NC       -   437,892.41  2,706,907.74   sFT  0.99988826   +1 21 41.1
 EA3267;UTM  18      - 3,866,522.025   350,100.242   MT  0.99987694   -0 56 23.7
 EA3267
 EA3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA3267!SPC NC       -   1.00000553  x   0.99988826  =   0.99989379
 EA3267!UTM  18      -   1.00000553  x   0.99987694  =   0.99988247
 EA3267
 EA3267                          SUPERSEDED SURVEY CONTROL
 EA3267
 EA3267  NAD 83(1986)-  34 55 48.40841(N)    076 38 28.45404(W) AD(       ) 2
 EA3267  NGVD 29 (01/13/98)    2.6    (m)            9.     (f) H LEVEL     3  
 EA3267
 EA3267.Superseded values are not recommended for survey control.
 EA3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA3267.See file dsdata.txt to determine how the superseded data were derived.
 EA3267
 EA3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5010066522(NAD 83)
 EA3267_MARKER: DR = REFERENCE MARK DISK
 EA3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA3267_STAMPING: CARRAWAY NO 3 1935
 EA3267_MARK LOGO: CGS   
 EA3267_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 EA3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA3267+STABILITY: SURFACE MOTION
 EA3267
 EA3267  HISTORY     - Date     Condition        Report By
 EA3267  HISTORY     - 1935     MONUMENTED       CGS
 EA3267  HISTORY     - 19870119 GOOD             NCGS
 EA3267
 EA3267                          STATION DESCRIPTION
 EA3267
 EA3267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 EA3267'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED.
 EA3267'REFERENCE MARK 2 HAS BEEN DESTROYED. PROCEED ALONG SR 1300 FOR 11.95
 EA3267'MI (19.23 KM) NORTH FROM US 70 (ABOUT 5.0 MI (8.0 KM) NORTH OF
 EA3267'BEAUFORT) TO A DIRT DRIVESOUTH OF SR 1321), THENCE EAST ALONG THE
 EA3267'DRIVE FOR 0.6 MI (1.0 KM) TO A 2-STORY WHITE FRAME HOUSE AND THE
 EA3267'STATIONS. MARK IS FLUSH WITH GROUND. LOCATED 98.5 FT (30.0 M)
 EA3267'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE HOUSE, 25.4
 EA3267'FT (7.7 M) SOUTH-SOUTHEAST OF A 24-INCH PINE, AND 50.5 FT (15.4 M)
 EA3267'NORTHEAST OF A 54-INCH LIVE OAK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3540 ***********************************************************************
 FB3540  DESIGNATION -  CARRIAGE
 FB3540  PID         -  FB3540
 FB3540  STATE/COUNTY-  NC/JACKSON
 FB3540  USGS QUAD   -  CASHIERS (1991)
 FB3540
 FB3540                         *CURRENT SURVEY CONTROL
 FB3540  ___________________________________________________________________
 FB3540* NAD 83(2001)-  35 06 29.51339(N)    083 05 51.02002(W)     ADJUSTED  
 FB3540* NAVD 88     -      1069.4    (meters)    3509.     (feet)  VERTCON   
 FB3540  ___________________________________________________________________
 FB3540  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 FB3540  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 FB3540  HORZ ORDER  -  SECOND
 FB3540
 FB3540.The horizontal coordinates were established by classical geodetic methods
 FB3540.and adjusted by the National Geodetic Survey in August 2005.
 FB3540
 FB3540.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3540
 FB3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3540
 FB3540.The geoid height was determined by GEOID03.
 FB3540
 FB3540;                    North         East     Units Scale Factor Converg.
 FB3540;SPC NC       -   158,372.406   236,192.964   MT  0.99987571   -2 21 53.8
 FB3540;SPC NC       -   519,593.47    774,909.75   sFT  0.99987571   -2 21 53.8
 FB3540;UTM  17      - 3,887,054.870   308,836.861   MT  1.00005039   -1 12 24.1
 FB3540
 FB3540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3540!SPC NC       -   0.99983674  x   0.99987571  =   0.99971247
 FB3540!UTM  17      -   0.99983674  x   1.00005039  =   0.99988712
 FB3540
 FB3540                          SUPERSEDED SURVEY CONTROL
 FB3540
 FB3540  NAD 83(1995)-  35 06 29.51357(N)    083 05 51.01971(W) AD(       ) 2
 FB3540  NAD 83(1986)-  35 06 29.52125(N)    083 05 51.02316(W) AD(       ) 2
 FB3540  NGVD 29 (09/18/91) 1069.3    (m)         3508.     (f) VERT ANG    3  
 FB3540
 FB3540.Superseded values are not recommended for survey control.
 FB3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3540.See file dsdata.txt to determine how the superseded data were derived.
 FB3540
 FB3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU0883787055(NAD 83)
 FB3540_MARKER: DE = TRAVERSE STATION DISK
 FB3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3540_STAMPING: CARRIAGE 1979
 FB3540_MARK LOGO: NCGS  
 FB3540_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3540+STABILITY: SURFACE MOTION
 FB3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FB3540+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1994
 FB3540
 FB3540  HISTORY     - Date     Condition        Report By
 FB3540  HISTORY     - 1979     MONUMENTED       NCGS
 FB3540  HISTORY     - 19940131 GOOD             NCGS
 FB3540  HISTORY     - 20030710 MARK NOT FOUND   USPSQD
 FB3540
 FB3540                          STATION DESCRIPTION
 FB3540
 FB3540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1979 (ESL)
 FB3540'THE STATION IS LOCATED IN CASHIERS, 0.45 MILE SOUTH ALONG NC 107 FROM
 FB3540'US 64 ON EAST SIDE OF HIGHWAY.
 FB3540'
 FB3540'STATION MARK IS A STANDARD DISK STAMPED---CARRIAGE 1979---SET IN TOP
 FB3540'OF 10 INCH CONCRETE CYLINDER, 2 INCHES ABOVE GROUND SURFACE.
 FB3540'THE MARK IS 20.2 FEET EAST OF CENTERLINE OF NC 107, 73.9 FEET EAST OF
 FB3540'SOUTHEAST CORNER OF CARRIAGE SHOPPE-RED BARN GIFT SHOP, 109.3 FEET
 FB3540'SOUTH-SOUTHEAST OF INTERSECTION OF NC 107 AND PAVED DRIVE, 101.2 FEET
 FB3540'NORTH OF INTERSECTION OF NC 107 AND PAVED DRIVE.
 FB3540
 FB3540                          STATION RECOVERY (1994)
 FB3540
 FB3540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (PAC)
 FB3540'RECOVERED AS DESCRIBED.
 FB3540
 FB3540                          STATION RECOVERY (2003)
 FB3540
 FB3540'RECOVERY NOTE BY US POWER SQUADRON 2003 (FRC)
 FB3540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2446 ***********************************************************************
 AH2446  DESIGNATION -  CARRIAGE
 AH2446  PID         -  AH2446
 AH2446  STATE/COUNTY-  NC/HENDERSON
 AH2446  USGS QUAD   -  HORSE SHOE (1991)
 AH2446
 AH2446                         *CURRENT SURVEY CONTROL
 AH2446  ___________________________________________________________________
 AH2446* NAD 83(2001)-  35 20 48.77014(N)    082 30 04.83772(W)     ADJUSTED  
 AH2446* NAVD 88     -       681.6    (meters)    2236.     (feet)  VERTCON   
 AH2446  ___________________________________________________________________
 AH2446  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AH2446  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 AH2446  HORZ ORDER  -  SECOND
 AH2446
 AH2446.The horizontal coordinates were established by classical geodetic methods
 AH2446.and adjusted by the National Geodetic Survey in August 2005.
 AH2446
 AH2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2446
 AH2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2446
 AH2446.The geoid height was determined by GEOID03.
 AH2446
 AH2446;                    North         East     Units Scale Factor Converg.
 AH2446;SPC NC       -   182,753.718   291,430.789   MT  0.99987396   -2 01 15.1
 AH2446;SPC NC       -   599,584.49    956,135.85   sFT  0.99987396   -2 01 15.1
 AH2446;UTM  17      - 3,912,546.098   363,575.356   MT  0.99982936   -0 52 07.3
 AH2446
 AH2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2446!SPC NC       -   0.99989781  x   0.99987396  =   0.99977178
 AH2446!UTM  17      -   0.99989781  x   0.99982936  =   0.99972718
 AH2446
 AH2446                          SUPERSEDED SURVEY CONTROL
 AH2446
 AH2446  NAD 83(1986)-  35 20 48.77567(N)    082 30 04.83709(W) AD(       ) 2
 AH2446  NGVD 29 (07/29/98)  681.6    (m)         2236.     (f) VERT ANG    3  
 AH2446
 AH2446.Superseded values are not recommended for survey control.
 AH2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2446.See file dsdata.txt to determine how the superseded data were derived.
 AH2446
 AH2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6357512546(NAD 83)
 AH2446_MARKER: DH = HORIZONTAL CONTROL DISK
 AH2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2446_STAMPING: CARRIAGE 1988
 AH2446_MARK LOGO: NCGS  
 AH2446_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2446+STABILITY: SURFACE MOTION
 AH2446
 AH2446  HISTORY     - Date     Condition        Report By
 AH2446  HISTORY     - 1988     MONUMENTED       NCGS
 AH2446  HISTORY     - 20041114 MARK NOT FOUND   USPSQD
 AH2446
 AH2446                          STATION DESCRIPTION
 AH2446
 AH2446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (PAC)
 AH2446'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTHWEST OF HENDERSONVILLE.
 AH2446'ALONG NC 191 FOR 2.4 MI (3.9 KM) NORTHWEST FROM US 25, ABOUT 250 FEET
 AH2446'SOUTHEAST OF CARRIAGE PARK SUBDIVISION ENTRANCE. MARK IS ABOUT 3 FEET
 AH2446'LOWER THAN THE HIGHWAY AND FLUSH WITH THE GROUND. LOCATED 10.57 M
 AH2446'(34.68 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 29.87 M (98.00 FT)
 AH2446'NORTHWEST OF THE END OF CONCRETE CURB, 41.96 M (137.66 FT)
 AH2446'SOUTH-SOUTHEAST OF THE CENTER OF A CATCH BASIN, 76.5 M (251.0 FT)
 AH2446'SOUTHEAST OF THE CENTERLINE OF ENTRANCE TO SUBDIVISION, AND 6.61 M
 AH2446'(21.69 FT) EAST OF AN 8-INCH POPLAR.
 AH2446
 AH2446                          STATION RECOVERY (2004)
 AH2446
 AH2446'RECOVERY NOTE BY US POWER SQUADRON 2004 (CSB)
 AH2446'NO CONCRETE CURB, AREA APPEARS TO HAVE BEEN GRADED WITH ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE9941 ***********************************************************************
 AE9941  DESIGNATION -  CARRIE
 AE9941  PID         -  AE9941
 AE9941  STATE/COUNTY-  NC/MCDOWELL
 AE9941  USGS QUAD   -  MARION WEST (1994)
 AE9941
 AE9941                         *CURRENT SURVEY CONTROL
 AE9941  ___________________________________________________________________
 AE9941* NAD 83(2001)-  35 40 04.34635(N)    082 01 07.14414(W)     ADJUSTED  
 AE9941* NAVD 88     -       458.4    (meters)    1504.     (feet)  VERTCON   
 AE9941  ___________________________________________________________________
 AE9941  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 AE9941  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 AE9941  HORZ ORDER  -  SECOND
 AE9941
 AE9941.The horizontal coordinates were established by classical geodetic methods
 AE9941.and adjusted by the National Geodetic Survey in August 2005.
 AE9941
 AE9941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE9941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE9941
 AE9941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9941
 AE9941.The geoid height was determined by GEOID03.
 AE9941
 AE9941;                    North         East     Units Scale Factor Converg.
 AE9941;SPC NC       -   216,906.825   336,361.606   MT  0.99989889   -1 44 32.2
 AE9941;SPC NC       -   711,635.14  1,103,546.37   sFT  0.99989889   -1 44 32.2
 AE9941;UTM  17      - 3,947,589.740   407,806.416   MT  0.99970474   -0 35 38.4
 AE9941
 AE9941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9941!SPC NC       -   0.99993301  x   0.99989889  =   0.99983191
 AE9941!UTM  17      -   0.99993301  x   0.99970474  =   0.99963777
 AE9941
 AE9941                          SUPERSEDED SURVEY CONTROL
 AE9941
 AE9941  NAD 83(1995)-  35 40 04.34644(N)    082 01 07.14418(W) AD(       ) 2
 AE9941  NAD 83(1986)-  35 40 04.35451(N)    082 01 07.14473(W) AD(       ) 2
 AE9941  NGVD 29 (05/27/98)  458.5    (m)         1504.     (f) VERT ANG    3  
 AE9941
 AE9941.Superseded values are not recommended for survey control.
 AE9941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9941.See file dsdata.txt to determine how the superseded data were derived.
 AE9941
 AE9941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0780647590(NAD 83)
 AE9941_MARKER: DH = HORIZONTAL CONTROL DISK
 AE9941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9941_STAMPING: CARRIE 1986
 AE9941_MARK LOGO: NCGS  
 AE9941_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE9941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9941+STABILITY: SURFACE MOTION
 AE9941
 AE9941  HISTORY     - Date     Condition        Report By
 AE9941  HISTORY     - 1986     MONUMENTED       NCGS
 AE9941
 AE9941                          STATION DESCRIPTION
 AE9941
 AE9941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AE9941'STATION IS LOCATED IN SOUTHWEST MARION. ALONG SR 1001 (SUGAR HILL
 AE9941'ROAD) FOR 0.7 KM (0.45 MI) SOUTH-SOUTHWEST FROM THE US 221-NC 226
 AE9941'OVERPASS, ON THE EAST SIDE OF THE ROAD BETWEEN SR 1168 (STROUD ROAD)
 AE9941'AND SR 1183 (CARRIE STREET), AND ON NORTH SIDE OF AN ENTRANCE DRIVE TO
 AE9941'A CONVENIENCE STORE. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD.
 AE9941'LOCATED 8.84 M (29.00 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF SR
 AE9941'1001, 21.95 M (72.01 FT) SOUTHWEST OF THE CENTERLINE OF SR 1168, 34.75
 AE9941'M (114.01 FT) NORTHEAST OF THE CENTERLINE INTERSECTION WITH SR 1183,
 AE9941'19.38 M (63.58 FT) WEST-NORTHWEST FROM A TELEPHONE POLE WITH REFERENCE
 AE9941'TAG, 9.88 M (32.41 FT) NORTH-NORTHWEST FROM A METAL SIGN POST, AND
 AE9941'9.57 M (31.40 FT) NORTH-NORTHEAST FROM A 30-INCH CONCRETE DRIVEWAY
 AE9941'CULVERT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4495 ***********************************************************************
 AE4495  DESIGNATION -  CARRIGAN
 AE4495  PID         -  AE4495
 AE4495  STATE/COUNTY-  NC/IREDELL
 AE4495  USGS QUAD   -  MOORESVILLE (1993)
 AE4495
 AE4495                         *CURRENT SURVEY CONTROL
 AE4495  ___________________________________________________________________
 AE4495* NAD 83(2007)-  35 35 59.15424(N)    080 46 09.08105(W)     ADJUSTED  
 AE4495* NAVD 88     -       272.6    (meters)     894.     (feet)  GPS OBS   
 AE4495  ___________________________________________________________________
 AE4495  EPOCH DATE  -        2002.00
 AE4495  X           -     832,886.633 (meters)                     COMP
 AE4495  Y           -  -5,124,933.835 (meters)                     COMP
 AE4495  Z           -   3,692,314.243 (meters)                     COMP
 AE4495  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AE4495  ELLIP HEIGHT-         241.221 (meters)          (02/10/07) ADJUSTED
 AE4495  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 AE4495
 AE4495  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AE4495  Type    PID    Designation                      North   East  Ellip
 AE4495  -------------------------------------------------------------------
 AE4495  NETWORK AE4495 CARRIGAN                          0.90   0.65   1.14
 AE4495  -------------------------------------------------------------------
 AE4495
 AE4495.The horizontal coordinates were established by GPS observations
 AE4495.and adjusted by the National Geodetic Survey in February 2007.
 AE4495
 AE4495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AE4495.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AE4495.The horizontal coordinates are valid at the epoch date displayed above.
 AE4495.The epoch date for horizontal control is a decimal equivalence
 AE4495.of Year/Month/Day.
 AE4495
 AE4495.The orthometric height was determined by GPS observations and a
 AE4495.high-resolution geoid model.
 AE4495
 AE4495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4495
 AE4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4495
 AE4495.The ellipsoidal height was determined by GPS observations
 AE4495.and is referenced to NAD 83.
 AE4495
 AE4495.The geoid height was determined by GEOID03.
 AE4495
 AE4495;                    North         East     Units Scale Factor Converg.
 AE4495;SPC NC       -   206,624.472   449,308.447   MT  0.99989098   -1 01 16.0
 AE4495;SPC NC       -   677,900.46  1,474,106.13   sFT  0.99989098   -1 01 16.0
 AE4495;UTM  17      - 3,939,582.544   520,907.052   MT  0.99960539   +0 08 03.7
 AE4495
 AE4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4495!SPC NC       -   0.99996214  x   0.99989098  =   0.99985312
 AE4495!UTM  17      -   0.99996214  x   0.99960539  =   0.99956755
 AE4495
 AE4495                          SUPERSEDED SURVEY CONTROL
 AE4495
 AE4495  NAD 83(2001)-  35 35 59.15447(N)    080 46 09.08088(W) AD(       ) 1
 AE4495  ELLIP H (03/13/03)  241.218  (m)                       GP(       ) 4 2
 AE4495  NAD 83(1986)-  35 35 59.16559(N)    080 46 09.08752(W) AD(       ) 1
 AE4495  NGVD 29 (11/20/97)  272.81   (m)          895.0    (f) LEVELING    3  
 AE4495
 AE4495.Superseded values are not recommended for survey control.
 AE4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4495.See file dsdata.txt to determine how the superseded data were derived.
 AE4495
 AE4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2090739583(NAD 83)
 AE4495_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4495_STAMPING: CARRIGAN 1990
 AE4495_MARK LOGO: NCGS  
 AE4495_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4495+STABILITY: SURFACE MOTION
 AE4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4495+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4495
 AE4495  HISTORY     - Date     Condition        Report By
 AE4495  HISTORY     - 1990     MONUMENTED       NCGS
 AE4495
 AE4495                          STATION DESCRIPTION
 AE4495
 AE4495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4495'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST-NORTHEAST OF
 AE4495'MOORESVILLE. IN THE Y-INTERSECTION AT NC 150/NC 152 TRUCK ROUTE AND NC
 AE4495'152 WEST, NEAR A LARGE BRICK SIGN FOR MOORESVILLE AND ACROSS THE ROAD
 AE4495'FROM CARRIGAN FARMS. MARK IS ABOUT 1 FOOT HIGHER THAN THE ROAD AND
 AE4495'RECESSED 2 INCHES BELOW GROUND. LOCATED 39.7 FT (12.1 M) SOUTHWEST OF
 AE4495'THE CENTERLINE OF NC 150, 53.5 FT (16.3 M) NORTH-NORTHEAST OF THE
 AE4495'CENTERLINE OF NC 152 WEST, 25.9 FT (7.9 M) EAST OF THE SOUTHEAST
 AE4495'CORNER OF THE BRICK SIGN, 41.50 FT (12.65 M) EAST-NORTHEAST OF THE
 AE4495'SOUTHWEST CORNER OF THE BRICK SIGN, AND 103.18 FT (31.45 M) SOUTH A
 AE4495'SERVICE POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE4555 ***********************************************************************
 AE4555  DESIGNATION -  CARRIGAN AZ MK
 AE4555  PID         -  AE4555
 AE4555  STATE/COUNTY-  NC/IREDELL
 AE4555  USGS QUAD   -  MOORESVILLE (1993)
 AE4555
 AE4555                         *CURRENT SURVEY CONTROL
 AE4555  ___________________________________________________________________
 AE4555* NAD 83(2001)-  35 35 52.60586(N)    080 45 51.63767(W)     ADJUSTED  
 AE4555* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 AE4555  ___________________________________________________________________
 AE4555  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AE4555  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 AE4555  HORZ ORDER  -  SECOND
 AE4555
 AE4555.The horizontal coordinates were established by classical geodetic methods
 AE4555.and adjusted by the National Geodetic Survey in August 2005.
 AE4555
 AE4555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AE4555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AE4555
 AE4555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4555
 AE4555.The geoid height was determined by GEOID03.
 AE4555
 AE4555;                    North         East     Units Scale Factor Converg.
 AE4555;SPC NC       -   206,414.892   449,743.818   MT  0.99989079   -1 01 06.0
 AE4555;SPC NC       -   677,212.86  1,475,534.51   sFT  0.99989079   -1 01 06.0
 AE4555;UTM  17      - 3,939,381.844   521,346.435   MT  0.99960562   +0 08 13.8
 AE4555
 AE4555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4555!SPC NC       -   0.99996238  x   0.99989079  =   0.99985317
 AE4555!UTM  17      -   0.99996238  x   0.99960562  =   0.99956801
 AE4555
 AE4555                          SUPERSEDED SURVEY CONTROL
 AE4555
 AE4555  NAD 83(1986)-  35 35 52.61696(N)    080 45 51.64431(W) AD(       ) 2
 AE4555  NGVD 29 (11/20/97)  271.3    (m)          890.     (f) VERT ANG    3  
 AE4555
 AE4555.Superseded values are not recommended for survey control.
 AE4555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4555.See file dsdata.txt to determine how the superseded data were derived.
 AE4555
 AE4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV2134639382(NAD 83)
 AE4555_MARKER: DZ = AZIMUTH MARK DISK
 AE4555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE4555_SP_SET: CONCRETE SIGN BASE
 AE4555_STAMPING: CARRIGAN 1990
 AE4555_MARK LOGO: NCGS  
 AE4555_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4555+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AE4555
 AE4555  HISTORY     - Date     Condition        Report By
 AE4555  HISTORY     - 1990     MONUMENTED       NCGS
 AE4555
 AE4555                          STATION DESCRIPTION
 AE4555
 AE4555'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (DRS)
 AE4555'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST-NORTHEAST OF
 AE4555'MOORESVILLE. AT THE NC 150 EAST AND NC 152 EAST INTERSECTION, DRILLED
 AE4555'IN THE TOP OF A CONCRETE SIGN BASE IN THE GRASS TRAFFIC ISLAND, IN
 AE4555'FRONT OF AN AUTO BODY SHOP. MARK IS ABOUT LEVEL WITH THE ROAD AND
 AE4555'PROJECTS 2 INCHES ABOVE GROUND. LOCATED 44.46 FT (13.55 M) SOUTH OF
 AE4555'THE CENTERLINE OF NC 150, 51.5 FT (15.7 M) NORTHEAST OF THE CENTERLINE
 AE4555'OF NC 152, 90.9 FT (27.7 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 AE4555'A BUILDING, AND 22.6 FT (6.9 M) WEST-SOUTHWEST OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA0428 ***********************************************************************
 FA0428  DESIGNATION -  CARRIKER
 FA0428  PID         -  FA0428
 FA0428  STATE/COUNTY-  NC/MECKLENBURG
 FA0428  USGS QUAD   -  MINT HILL (1993)
 FA0428
 FA0428                         *CURRENT SURVEY CONTROL
 FA0428  ___________________________________________________________________
 FA0428* NAD 83(2001)-  35 12 16.74534(N)    080 40 19.96719(W)     ADJUSTED  
 FA0428* NAVD 88     -       244.389  (meters)     801.80   (feet)  ADJUSTED  
 FA0428  ___________________________________________________________________
 FA0428  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 FA0428  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 FA0428  DYNAMIC HT  -         244.165 (meters)     801.06  (feet)  COMP
 FA0428  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 FA0428
 FA0428  HORZ ORDER  -  SECOND
 FA0428  VERT ORDER  -  SECOND    CLASS 0
 FA0428
 FA0428.The horizontal coordinates were established by classical geodetic methods
 FA0428.and adjusted by the National Geodetic Survey in August 2005.
 FA0428
 FA0428.The orthometric height was determined by differential leveling
 FA0428.and adjusted in June 1991.
 FA0428
 FA0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA0428
 FA0428.The geoid height was determined by GEOID03.
 FA0428
 FA0428.The dynamic height is computed by dividing the NAVD 88
 FA0428.geopotential number by the normal gravity value computed on the
 FA0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FA0428.degrees latitude (g = 980.6199 gals.).
 FA0428
 FA0428.The modeled gravity was interpolated from observed gravity values.
 FA0428
 FA0428;                    North         East     Units Scale Factor Converg.
 FA0428;SPC NC       -   162,646.695   457,355.543   MT  0.99987293   -0 57 54.5
 FA0428;SPC NC       -   533,616.70  1,500,507.31   sFT  0.99987293   -0 57 54.5
 FA0428;UTM  17      - 3,895,787.722   529,836.488   MT  0.99961097   +0 11 20.3
 FA0428
 FA0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA0428!SPC NC       -   0.99996639  x   0.99987293  =   0.99983932
 FA0428!UTM  17      -   0.99996639  x   0.99961097  =   0.99957737
 FA0428
 FA0428                          SUPERSEDED SURVEY CONTROL
 FA0428
 FA0428  NAD 83(1986)-  35 12 16.75984(N)    080 40 19.97528(W) AD(       ) 2
 FA0428  NAD 27      -  35 12 16.23202(N)    080 40 20.73071(W) AD(       ) 2
 FA0428  NGVD 29 (??/??/92)  244.615  (m)          802.54   (f) ADJ UNCH    2 0
 FA0428
 FA0428.Superseded values are not recommended for survey control.
 FA0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA0428.See file dsdata.txt to determine how the superseded data were derived.
 FA0428
 FA0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNU2983695788(NAD 83)
 FA0428_MARKER: DE = TRAVERSE STATION DISK
 FA0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA0428_SP_SET: CULVERT
 FA0428_STAMPING: CARRIKER 1970
 FA0428_MARK LOGO: NCGS  
 FA0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 FA0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA0428+STABILITY: SURFACE MOTION
 FA0428
 FA0428  HISTORY     - Date     Condition        Report By
 FA0428  HISTORY     - 1970     MONUMENTED       NCGS
 FA0428  HISTORY     - 1972     GOOD             NCGS
 FA0428  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 FA0428  HISTORY     - 1987     GOOD             USPSQD
 FA0428  HISTORY     - 1987     GOOD             USPSQD
 FA0428  HISTORY     - 1988     GOOD             USPSQD
 FA0428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FA0428  HISTORY     - 20001011 SEE DESCRIPTION  NCGS
 FA0428  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 FA0428
 FA0428                          STATION DESCRIPTION
 FA0428
 FA0428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 FA0428'CARRIKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA0428'THE VICINITY OF CHARLOTTE, NORTH CAROLINA.
 FA0428'
 FA0428'CARRIKER IS LOCATED APPROXIMATELY 10.25 MILES EAST OF CHARLOTTE.  TO
 FA0428'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1004
 FA0428'(WILGROVE - MINT HILL RD.) AND SR 3135 (WILSON GROVE RD.), GO SOUTH
 FA0428'ON SR 3135 0.1 MILE TO STATION ON RIGHT SHOULDER (W SIDE OF SR
 FA0428'3135), ON OPPOSITE SIDE OF SR 3135 FROM A ONE STORY GRAY SHINGLE
 FA0428'SIDING HOUSE.
 FA0428'
 FA0428'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA0428'CARRIKER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA0428'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA0428'
 FA0428'MARK IS
 FA0428'17.3 FEET NW OF C/L OF SR 3135.
 FA0428'108.3 FEET ENE OF C/L OF GRAVEL DRIVE.
 FA0428'141.8 FEET ENE OF ALUMINUM REF. TAG ON PP NO. 4.
 FA0428'79.4 FEET E OF ALUMINUM REF. TAG ON 8 INCH GUM TREE.
 FA0428'112.3 FEET W OF ALUMINUM REF. TAG ON PP.
 FA0428'24.5 FEET SSE OF ALUMINUM REF. TAG ON 4 INCH PINE TREE.
 FA0428'90.2 FEET W OF TOP OF END OF 15 INCH CONCRETE DRAIN PIPE.
 FA0428
 FA0428                          STATION RECOVERY (1972)
 FA0428
 FA0428'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972
 FA0428'3.2 MI SE FROM HICKORY GROVE.
 FA0428'STATION IS LOCATED 9.8 MI. E OF DOWNTOWN CHARLOTTE, AND ABOUT
 FA0428'0.1 MI. SW ALONG SR 3135 (WILSON GROVE RD.) FROM INTERSECTION WITH
 FA0428'SR 1004 (MINT HILL-WILGROVE RD.) JUST SOUTH OF WILGROVE COMMUNITY,
 FA0428'ACROSS ROAD FROM A ONE STORY GRAY SHINGLE SIDING HOUSE, 17.3 FT
 FA0428'NW OF C/L OF SR 3135, 108.3 FT ENE OF C/L OF GRAVEL DRIVE,
 FA0428'24.5 FT SSE OF ALUMINUM REF. TAG ON 4 INCH PINE AND 90.2 FT W
 FA0428'OF TOP OF END OF A 15 INCH CONCRETE DRAIN PIPE.  MARK IS FLUSH
 FA0428'WITH THE GROUND.
 FA0428
 FA0428                          STATION RECOVERY (1985)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 1985 (LJL)
 FA0428'MARK NOT FOUND.
 FA0428
 FA0428                          STATION RECOVERY (1987)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 1987 (TW)
 FA0428'RECOVERED IN GOOD CONDITION.
 FA0428
 FA0428                          STATION RECOVERY (1987)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 1987 (RM)
 FA0428'RECOVERED IN GOOD CONDITION.
 FA0428
 FA0428                          STATION RECOVERY (1988)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (LFH)
 FA0428'RECOVERED IN GOOD CONDITION.
 FA0428
 FA0428                          STATION RECOVERY (1989)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 1989 (LFH)
 FA0428'MARK NOT FOUND.
 FA0428
 FA0428                          STATION RECOVERY (2000)
 FA0428
 FA0428'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (JGG)
 FA0428'THE STATION WAS NOT FOUND.
 FA0428
 FA0428                          STATION RECOVERY (2004)
 FA0428
 FA0428'RECOVERY NOTE BY US POWER SQUADRON 2004 (LFH)
 FA0428'SEARCHED NW SIDE OF WILGROVE ROAD WITH MICRONTA 4004.
 FA0428' 
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE7365 ***********************************************************************
 AE7365  DESIGNATION -  CARRINGTON
 AE7365  PID         -  AE7365
 AE7365  STATE/COUNTY-  NC/WAKE
 AE7365  USGS QUAD   -  BAYLEAF (1987)
 AE7365
 AE7365                         *CURRENT SURVEY CONTROL
 AE7365  ___________________________________________________________________
 AE7365* NAD 83(2001)-  35 54 32.20897(N)    078 42 33.66377(W)     ADJUSTED  
 AE7365* NAVD 88     -       139.060  (meters)     456.23   (feet)  ADJUSTED  
 AE7365  ___________________________________________________________________
 AE7365  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 AE7365  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AE7365  DYNAMIC HT  -         138.942 (meters)     455.85  (feet)  COMP
 AE7365  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 AE7365
 AE7365  HORZ ORDER  -  SECOND
 AE7365  VERT ORDER  -  SECOND    CLASS II
 AE7365
 AE7365.The horizontal coordinates were established by classical geodetic methods
 AE7365.and adjusted by the National Geodetic Survey in August 2005.
 AE7365
 AE7365.The orthometric height was determined by differential leveling
 AE7365.and adjusted in September 1998.
 AE7365
 AE7365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7365
 AE7365.The geoid height was determined by GEOID03.
 AE7365
 AE7365.The dynamic height is computed by dividing the NAVD 88
 AE7365.geopotential number by the normal gravity value computed on the
 AE7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7365.degrees latitude (g = 980.6199 gals.).
 AE7365
 AE7365.The modeled gravity was interpolated from observed gravity values.
 AE7365
 AE7365;                    North         East     Units Scale Factor Converg.
 AE7365;SPC NC       -   239,536.566   635,835.635   MT  0.99993826   +0 10 03.9
 AE7365;SPC NC       -   785,879.55  2,086,070.75   sFT  0.99993826   +0 10 03.9
 AE7365;UTM  17      - 3,976,273.563   706,705.137   MT  1.00012651   +1 20 38.2
 AE7365
 AE7365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7365!SPC NC       -   0.99998324  x   0.99993826  =   0.99992150
 AE7365!UTM  17      -   0.99998324  x   1.00012651  =   1.00010975
 AE7365
 AE7365                          SUPERSEDED SURVEY CONTROL
 AE7365
 AE7365  NAD 83(1986)-  35 54 32.21390(N)    078 42 33.67316(W) AD(       ) 2
 AE7365  NGVD 29 (03/10/98)  139.33   (m)          457.1    (f) LEVELING    3  
 AE7365
 AE7365.Superseded values are not recommended for survey control.
 AE7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7365.See file dsdata.txt to determine how the superseded data were derived.
 AE7365
 AE7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0670576274(NAD 83)
 AE7365_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7365_STAMPING: CARRINGTON 1986
 AE7365_MARK LOGO: NCGS  
 AE7365_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7365+STABILITY: SURFACE MOTION
 AE7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7365+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 AE7365
 AE7365  HISTORY     - Date     Condition        Report By
 AE7365  HISTORY     - 1986     MONUMENTED       NCGS
 AE7365  HISTORY     - 19870101 GOOD             NCGS
 AE7365  HISTORY     - 20050810 GOOD             USPSQD
 AE7365
 AE7365                          STATION DESCRIPTION
 AE7365
 AE7365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AE7365'STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) NORTH-NORTHWEST OF CAPITOL
 AE7365'SQUARE (IN RALEIGH), AND 1.6 KM (1.00 MI) EAST OF LEESVILLE COMMUNITY.
 AE7365'ALONG SR 1829 (STRICKLAND ROAD) FOR 2.7 KM (1.65 MI) WEST FROM THE NC
 AE7365'50 CROSSROADS, OR 0.2 KM (0.10 MI) EAST OF SR 3222 (ROCK CREEK ROAD),
 AE7365'IN A YARD, AND ON THE PROLONGATION OF THE WEST SIDE OF THE BURKE
 AE7365'CARRINGTON FRAME RESIDENCE. MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET
 AE7365'(0.9 M) LOWER THAN ROAD. LOCATED 7.3 M (24.0 FT) NORTH OF THE
 AE7365'CENTERLINE OF THE ROAD, 27.3 M (89.6 FT) WEST-NORTHWEST OF THE EAST
 AE7365'END OF A CULVERT UNDER A DRIVE, 18.9 M (62.0 FT) SOUTHWEST OF THE
 AE7365'SOUTHEAST CORNER OF A FRAME HOUSE, 29.7 M (97.4 FT) WEST-SOUTHWEST OF
 AE7365'THE SOUTHEAST CORNER OF A PUMP HOUSE, 25.0 M (82.0 FT) WEST OF A
 AE7365'TELEPHONE PEDESTAL, AND 47.0 M (154.2 FT) EAST OF A POWER POLE WITH A
 AE7365'TRANSFORMER AND A REFERENCE TAG.
 AE7365
 AE7365                          STATION RECOVERY (1987)
 AE7365
 AE7365'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB)
 AE7365'RECOVERED AS DESCRIBED.
 AE7365
 AE7365                          STATION RECOVERY (2005)
 AE7365
 AE7365'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 AE7365'N 35 54.536
 AE7365'W 078 42.560
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4094 ***********************************************************************
 EZ4094  DESIGNATION -  CARRIS
 EZ4094  PID         -  EZ4094
 EZ4094  STATE/COUNTY-  NC/WILSON
 EZ4094  USGS QUAD   -  BAILEY (1981)
 EZ4094
 EZ4094                         *CURRENT SURVEY CONTROL
 EZ4094  ___________________________________________________________________
 EZ4094* NAD 83(2001)-  35 45 49.94409(N)    078 00 34.43654(W)     ADJUSTED  
 EZ4094* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 EZ4094  ___________________________________________________________________
 EZ4094  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EZ4094  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 EZ4094  HORZ ORDER  -  SECOND
 EZ4094
 EZ4094.The horizontal coordinates were established by classical geodetic methods
 EZ4094.and adjusted by the National Geodetic Survey in August 2005.
 EZ4094
 EZ4094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4094
 EZ4094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4094
 EZ4094.The geoid height was determined by GEOID03.
 EZ4094
 EZ4094;                    North         East     Units Scale Factor Converg.
 EZ4094;SPC NC       -   223,849.359   699,158.552   MT  0.99991244   +0 34 17.9
 EZ4094;SPC NC       -   734,412.44  2,293,822.68   sFT  0.99991244   +0 34 17.9
 EZ4094;UTM  17      - 3,961,884.804   770,361.111   MT  1.00050082   +1 44 55.7
 EZ4094;UTM  18      - 3,961,937.798   227,908.738   MT  1.00051238   -1 45 36.0
 EZ4094
 EZ4094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4094!SPC NC       -   0.99999748  x   0.99991244  =   0.99990993
 EZ4094!UTM  17      -   0.99999748  x   1.00050082  =   1.00049830
 EZ4094!UTM  18      -   0.99999748  x   1.00051238  =   1.00050986
 EZ4094
 EZ4094                          SUPERSEDED SURVEY CONTROL
 EZ4094
 EZ4094  NAD 83(1986)-  35 45 49.95190(N)    078 00 34.44655(W) AD(       ) 2
 EZ4094  NAD 27      -  35 45 49.38596(N)    078 00 35.49101(W) AD(       ) 2
 EZ4094  NGVD 29 (07/19/86)   51.0    (m)          167.     (f) VERT ANG    3  
 EZ4094
 EZ4094.Superseded values are not recommended for survey control.
 EZ4094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4094.See file dsdata.txt to determine how the superseded data were derived.
 EZ4094
 EZ4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV7036161885(NAD 83)
 EZ4094_MARKER: DE = TRAVERSE STATION DISK
 EZ4094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ4094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4094+STABILITY: SURFACE MOTION
 EZ4094
 EZ4094  HISTORY     - Date     Condition        Report By
 EZ4094  HISTORY     - 1972     MONUMENTED       NCGS
 EZ4094  HISTORY     - 1978     MARK NOT FOUND   NCGS
 EZ4094  HISTORY     - 19830101 SEE DESCRIPTION  NCGS
 EZ4094
 EZ4094                          STATION DESCRIPTION
 EZ4094
 EZ4094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ4094'CARRIS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ4094'VICINITY OF WILSON, NORTH CAROLINA.
 EZ4094'
 EZ4094'CARRIS IS LOCATED APPROXIMATELY 6.1 MILES NORTHWEST OF WILSON, AT
 EZ4094'LAMM CROSS ROADS.  TO REACH STATION FROM THE INTERSECTION OF US 264
 EZ4094'AND SR 1321 (AIRPORT RD.) NORTHWEST OF WILSON, PROCEED NORTHWEST
 EZ4094'ALONG US 264 FOR 3.05 MILES TO INTERSECTION WITH SR 1001 (AT LAMM
 EZ4094'CROSS RD.) AND STATION ON RIGHT (IN THE NW QUADRANT), ON NORTH BANK
 EZ4094'OF US 264, APPROXIMATELY 200 FEET ENE OF CARRIS-LUCAS STORE, AND
 EZ4094'APPROXIMATELY 300 FEET SOUTHEAST OF MILBOURINE CHURCH.
 EZ4094'
 EZ4094'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED CARRIS
 EZ4094'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ4094'FLUSH WITH THE GROUND.
 EZ4094'
 EZ4094'MARK IS
 EZ4094'29.7 FEET N OF C/L OF US 264.
 EZ4094'85.4 FEET W OF C/L OF SR 1001.
 EZ4094'11.2 FEET SSW OF 14 INCH PECAN TREE WITH ALUMINUM REF. TAG.
 EZ4094'41.7 FEET SE OF 18 INCH PECAN TREE WITH ALUMINUM REF. TAG.
 EZ4094'66.4 FEET SW OF 20 INCH PECAN TREE WITH ALUMINUM REF. TAG.
 EZ4094
 EZ4094                          STATION RECOVERY (1978)
 EZ4094
 EZ4094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG)
 EZ4094'THE STATION WAS SEARCHED FOR BUT NOT FOUND, DESTROYED BY CONSTRUCTION
 EZ4094'OF NEW INTERSTATE.
 EZ4094
 EZ4094                          STATION RECOVERY (1983)
 EZ4094
 EZ4094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (JDB)
 EZ4094'SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED WHEN HIGHWAY WAS
 EZ4094'FOUR-LANED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA0998 ***********************************************************************
 EA0998  DESIGNATION -  CARROLL
 EA0998  PID         -  EA0998
 EA0998  STATE/COUNTY-  NC/DUPLIN
 EA0998  USGS QUAD   -  CHINQUAPIN (1981)
 EA0998
 EA0998                         *CURRENT SURVEY CONTROL
 EA0998  ___________________________________________________________________
 EA0998* NAD 83(2001)-  34 46 19.97320(N)    077 46 49.52903(W)     ADJUSTED  
 EA0998* NAVD 88     -        13.637  (meters)      44.74   (feet)  ADJUSTED  
 EA0998  ___________________________________________________________________
 EA0998  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 EA0998  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 EA0998  DYNAMIC HT  -          13.624 (meters)      44.70  (feet)  COMP
 EA0998  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 EA0998
 EA0998  HORZ ORDER  -  SECOND
 EA0998  VERT ORDER  -  SECOND    CLASS II
 EA0998
 EA0998.The horizontal coordinates were established by classical geodetic methods
 EA0998.and adjusted by the National Geodetic Survey in August 2005.
 EA0998
 EA0998.The orthometric height was determined by differential leveling
 EA0998.and adjusted in June 1991.
 EA0998
 EA0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA0998
 EA0998.The geoid height was determined by GEOID03.
 EA0998
 EA0998.The dynamic height is computed by dividing the NAVD 88
 EA0998.geopotential number by the normal gravity value computed on the
 EA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EA0998.degrees latitude (g = 980.6199 gals.).
 EA0998
 EA0998.The modeled gravity was interpolated from observed gravity values.
 EA0998
 EA0998;                    North         East     Units Scale Factor Converg.
 EA0998;SPC NC       -   114,080.882   721,228.511   MT  0.99990739   +0 42 14.0
 EA0998;SPC NC       -   374,280.36  2,366,230.54   sFT  0.99990739   +0 42 14.0
 EA0998;UTM  18      - 3,851,305.808   245,545.361   MT  1.00039810   -1 35 11.7
 EA0998
 EA0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA0998!SPC NC       -   1.00000360  x   0.99990739  =   0.99991099
 EA0998!UTM  18      -   1.00000360  x   1.00039810  =   1.00040170
 EA0998
 EA0998:                Primary Azimuth Mark                     Grid Az
 EA0998:SPC NC       -  GARAGE                                   187 15 18.6
 EA0998:UTM  18      -  GARAGE                                   189 32 44.3
 EA0998
 EA0998|---------------------------------------------------------------------|
 EA0998| PID    Reference Object                     Distance      Geod. Az  |
 EA0998|                                                           dddmmss.s |
 EA0998| EA1014 GARAGE                              401.171 METERS 1875732.6 |
 EA0998| EA1012 FIELD                               APPROX. 0.7 KM 3284717.5 |
 EA0998|---------------------------------------------------------------------|
 EA0998
 EA0998                          SUPERSEDED SURVEY CONTROL
 EA0998
 EA0998  NAD 83(1986)-  34 46 19.98463(N)    077 46 49.53963(W) AD(       ) 2
 EA0998  NAD 27      -  34 46 19.38367(N)    077 46 50.61819(W) AD(       ) 2
 EA0998  NGVD 29 (??/??/92)   13.935  (m)           45.72   (f) ADJ UNCH    2 2
 EA0998
 EA0998.Superseded values are not recommended for survey control.
 EA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA0998.See file dsdata.txt to determine how the superseded data were derived.
 EA0998
 EA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD4554551306(NAD 83)
 EA0998_MARKER: DD = SURVEY DISK
 EA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EA0998_STAMPING: CARROLL 1974
 EA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EA0998+STABILITY: SURFACE MOTION
 EA0998
 EA0998  HISTORY     - Date     Condition        Report By
 EA0998  HISTORY     - 1974     MONUMENTED       NCGS
 EA0998  HISTORY     - 1975     GOOD             NCGS
 EA0998
 EA0998                          STATION DESCRIPTION
 EA0998
 EA0998'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (LFS)
 EA0998'CARROLL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EA0998'IN THE VICINITY OF CHINQUAPIN, NORTH CAROLINA.
 EA0998'
 EA0998'CARROLL IS LOCATED APPROXIMATELY 4.3 MILES SE OF CHINQUAPIN, AND
 EA0998'12.3 MILES EAST OF WALLACE.  TO REACH STATION FROM INTERSECTION OF
 EA0998'NC 41 WITH NC 50 AT CHINQUAPIN, PROCEED SOUTHEAST ALONG NC 50 FOR
 EA0998'5.2 MILES TO STATION ON LEFT IN A FIELD ALONG A BUSHROW, WHICH
 EA0998'SERVES AS A BOUNDARY BETWEEN THE SHOLAR AND LANIER PROPERTY.
 EA0998'0.55 MILE SOUTH OF INTERSECTION WITH SR 1974 (W) NEAR THE MILL
 EA0998'SWAMP COMMUNITY CENTER.
 EA0998'
 EA0998'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EA0998'CARROLL 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EA0998'WHICH IS FLUSH WITH THE GROUND.
 EA0998'
 EA0998'MARK IS 106.3 FT E OF C/L NC 50
 EA0998'
 EA0998'18.9 FT W OF 20 IN PINE, WITH ALUMINUM REF. TAG, IN FIELD
 EA0998'
 EA0998'58.9 FT E OF PP WITH ALUMINUM REF. TAG
 EA0998'
 EA0998'35.1 FT SW OF CORNER POST WITH ALUMINUM REF. TAG FOR AN ANIMAL PEN
 EA0998
 EA0998                          STATION RECOVERY (1975)
 EA0998
 EA0998'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975
 EA0998'4.3 MI SE FROM CHINQUAPIN.
 EA0998'TO REACH STATION FROM INTERSECTION OF NC 41 WITH NC 50 AT CHINQUAPIN,
 EA0998'PROCEED SOUTHEAST ALONG NC 50 FOR 5.2 MILES TO STATION ON LEFT IN A
 EA0998'FIELD ALONG A BUSHROW, WHICH SERVES AS A BOUNDARY BETWEEN THE SHOLAR
 EA0998'AND LANIER PROPERTY, AND 0.55 MILE SOUTH OF INTERSECTION WITH SR 1974
 EA0998'WEST NEAR THE MILL SWAMP COMMUNITY CENTER.  106.3 FT. EAST OF C/L OF
 EA0998'NC 50, 18.9 FT. WEST OF 20 IN. PINE, WITH ALUMINUM REF. TAG, IN FIELD,
 EA0998'58.9 FT. EAST OF PP WITH ALUMINUM REF. TAG, AND 35.1 FT. SW OF CORNER
 EA0998'POST WITH ALUMINUM REF. TAG FOR AN ANIMAL PEN.  DISK IS SET IN TOP OF
 EA0998'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2321 ***********************************************************************
 FY2321  DESIGNATION -  CARROLL
 FY2321  PID         -  FY2321
 FY2321  STATE/COUNTY-  NC/CASWELL
 FY2321  USGS QUAD   -  PARK SPRING (1994)
 FY2321
 FY2321                         *CURRENT SURVEY CONTROL
 FY2321  ___________________________________________________________________
 FY2321* NAD 83(2001)-  36 29 18.55545(N)    079 22 58.06235(W)     ADJUSTED  
 FY2321* NAVD 88     -       163.884  (meters)     537.68   (feet)  ADJUSTED  
 FY2321  ___________________________________________________________________
 FY2321  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 FY2321  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 FY2321  DYNAMIC HT  -         163.751 (meters)     537.24  (feet)  COMP
 FY2321  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 FY2321
 FY2321  HORZ ORDER  -  SECOND
 FY2321  VERT ORDER  -  FIRST     CLASS II
 FY2321
 FY2321.The horizontal coordinates were established by classical geodetic methods
 FY2321.and adjusted by the National Geodetic Survey in August 2005.
 FY2321
 FY2321.The orthometric height was determined by differential leveling
 FY2321.and adjusted in June 1991.
 FY2321
 FY2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2321
 FY2321.The geoid height was determined by GEOID03.
 FY2321
 FY2321.The dynamic height is computed by dividing the NAVD 88
 FY2321.geopotential number by the normal gravity value computed on the
 FY2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2321.degrees latitude (g = 980.6199 gals.).
 FY2321
 FY2321.The modeled gravity was interpolated from observed gravity values.
 FY2321
 FY2321;                    North         East     Units Scale Factor Converg.
 FY2321;SPC NC       -   303,872.557   575,297.568   MT  1.00010574   -0 13 15.4
 FY2321;SPC NC       -   996,955.21  1,887,455.44   sFT  1.00010574   -0 13 15.4
 FY2321;SPC VA S     - 1,017,588.269 3,420,893.948   MT  1.00006212   -0 32 08.8
 FY2321;SPC VA S     - 3,338,537.51 11,223,382.89   sFT  1.00006212   -0 32 08.8
 FY2321;UTM  17      - 4,039,346.954   644,856.332   MT  0.99985853   +0 57 42.7
 FY2321
 FY2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2321!SPC NC       -   0.99997925  x   1.00010574  =   1.00008499
 FY2321!SPC VA S     -   0.99997925  x   1.00006212  =   1.00004137
 FY2321!UTM  17      -   0.99997925  x   0.99985853  =   0.99983779
 FY2321
 FY2321|---------------------------------------------------------------------|
 FY2321| PID    Reference Object                     Distance      Geod. Az  |
 FY2321|                                                           dddmmss.s |
 FY2321| FY2322 62 MAX                               27.516 METERS 22645     |
 FY2321|---------------------------------------------------------------------|
 FY2321
 FY2321                          SUPERSEDED SURVEY CONTROL
 FY2321
 FY2321  NAD 83(1993)-  36 29 18.55586(N)    079 22 58.06291(W) AD(       ) 2
 FY2321  NAD 83(1986)-  36 29 18.56000(N)    079 22 58.06594(W) AD(       ) 2
 FY2321  NGVD 29 (03/05/92)  164.114  (m)          538.43   (f) ADJUSTED    1 2
 FY2321
 FY2321.Superseded values are not recommended for survey control.
 FY2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2321.See file dsdata.txt to determine how the superseded data were derived.
 FY2321
 FY2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA4485639347(NAD 83)
 FY2321_MARKER: DE = TRAVERSE STATION DISK
 FY2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2321_SP_SET: CONCRETE POST
 FY2321_STAMPING: CARROLL 1982
 FY2321_MARK LOGO: NCGS  
 FY2321_PROJECTION: RECESSED 8 CENTIMETERS
 FY2321_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2321+STABILITY: SURFACE MOTION
 FY2321
 FY2321  HISTORY     - Date     Condition        Report By
 FY2321  HISTORY     - 1982     MONUMENTED       NCGS
 FY2321  HISTORY     - 1982     GOOD             NCGS
 FY2321
 FY2321                          STATION DESCRIPTION
 FY2321
 FY2321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2321'1.7 MI SW FROM PROVIDENCE.
 FY2321'ALONG NC 86, 3.8 MILES SOUTH OF THE NORTH CAROLINA-VIRGINIA STATE
 FY2321'LINE, IN SOUTHEAST QUADRANT OF INTERSECTION WITH SR 1300, 27.2 FEET
 FY2321'EAST OF CENTERLINE OF HIGHWAY, 74.5 FEET SOUTH-SOUTHEAST OF
 FY2321'CENTERLINE INTERSECTION OF HIGHWAY AND SR 1300, 75.6 FEET SOUTH
 FY2321'SOUTHWEST OF RIGHT-OF-WAY MARKER AND 103.0 FEET NORTHWEST OF POWER
 FY2321'POLE WITH REFERENCE TAG.
 FY2321'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EB2448 ***********************************************************************
 EB2448  DESIGNATION -  CARROLL
 EB2448  PID         -  EB2448
 EB2448  STATE/COUNTY-  NC/SAMPSON
 EB2448  USGS QUAD   -  ROSEBORO (1987)
 EB2448
 EB2448                         *CURRENT SURVEY CONTROL
 EB2448  ___________________________________________________________________
 EB2448* NAD 83(2001)-  34 58 05.68338(N)    078 30 40.33779(W)     ADJUSTED  
 EB2448* NAVD 88     -        40.722  (meters)     133.60   (feet)  ADJUSTED  
 EB2448  ___________________________________________________________________
 EB2448  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 EB2448  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 EB2448  DYNAMIC HT  -          40.685 (meters)     133.48  (feet)  COMP
 EB2448  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 EB2448
 EB2448  HORZ ORDER  -  SECOND
 EB2448  VERT ORDER  -  SECOND    CLASS II
 EB2448
 EB2448.The horizontal coordinates were established by classical geodetic methods
 EB2448.and adjusted by the National Geodetic Survey in August 2005.
 EB2448
 EB2448.The orthometric height was determined by differential leveling
 EB2448.and adjusted in March 2001.
 EB2448.No vertical observational check was made to the station.
 EB2448
 EB2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 EB2448
 EB2448.The geoid height was determined by GEOID03.
 EB2448
 EB2448.The dynamic height is computed by dividing the NAVD 88
 EB2448.geopotential number by the normal gravity value computed on the
 EB2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EB2448.degrees latitude (g = 980.6199 gals.).
 EB2448
 EB2448.The modeled gravity was interpolated from observed gravity values.
 EB2448
 EB2448;                    North         East     Units Scale Factor Converg.
 EB2448;SPC NC       -   135,250.066   654,234.333   MT  0.99988476   +0 16 55.6
 EB2448;SPC NC       -   443,732.92  2,146,433.81   sFT  0.99988476   +0 16 55.6
 EB2448;UTM  17      - 3,872,350.980   727,219.085   MT  1.00023635   +1 25 37.2
 EB2448
 EB2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EB2448!SPC NC       -   0.99999899  x   0.99988476  =   0.99988375
 EB2448!UTM  17      -   0.99999899  x   1.00023635  =   1.00023534
 EB2448
 EB2448:                Primary Azimuth Mark                     Grid Az
 EB2448:SPC NC       -  3 TTA 111/5 NC 43                        020 07 19.6
 EB2448:UTM  17      -  3 TTA 111/5 NC 43                        018 58 38.0
 EB2448
 EB2448|---------------------------------------------------------------------|
 EB2448| PID    Reference Object                     Distance      Geod. Az  |
 EB2448|                                                           dddmmss.s |
 EB2448| EB2443 3 TTA 111/5 NC 43                   APPROX. 0.5 KM 0202415.2 |
 EB2448| EB2447 HISMITH                             393.162 METERS 19420     |
 EB2448|---------------------------------------------------------------------|
 EB2448
 EB2448                          SUPERSEDED SURVEY CONTROL
 EB2448
 EB2448  NAD 83(1986)-  34 58 05.68836(N)    078 30 40.34717(W) AD(       ) 2
 EB2448  NAD 27      -  34 58 05.07637(N)    078 30 41.32456(W) AD(       ) 2
 EB2448  NGVD 29 (07/19/86)   41.1    (m)          135.     (f) VERT ANG    3  
 EB2448
 EB2448.Superseded values are not recommended for survey control.
 EB2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EB2448.See file dsdata.txt to determine how the superseded data were derived.
 EB2448
 EB2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU2721972351(NAD 83)
 EB2448_MARKER: DH = HORIZONTAL CONTROL DISK
 EB2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EB2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EB2448_STAMPING: CARROLL 1973
 EB2448_MARK LOGO: NCGS  
 EB2448_PROJECTION: FLUSH
 EB2448_MAGNETIC: N = NO MAGNETIC MATERIAL
 EB2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EB2448+STABILITY: SURFACE MOTION
 EB2448
 EB2448  HISTORY     - Date     Condition        Report By
 EB2448  HISTORY     - 1973     MONUMENTED       NCGS
 EB2448  HISTORY     - 19950925 GOOD             NCGS
 EB2448  HISTORY     - 19951130 GOOD             NCGS
 EB2448
 EB2448                          STATION DESCRIPTION
 EB2448
 EB2448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC)
 EB2448'CARROLL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 EB2448'THE VICINITY OF ROSEBORO, NORTH CAROLINA.
 EB2448'
 EB2448'CARROLL IS LOCATED APPROXIMATELY 1.0 MILES NORTH OF ROSEBORO, AND
 EB2448'3.4 MILES SOUTH OF SALEMBURG.  TO REACH STATION FROM INTERSECTION OF
 EB2448'NC 242 AND NC 24 IN ROSEBORO, PROCEED NORTH ALONG NC 242 FOR 0.8
 EB2448'MILES TO STATION ON LEFT ON 3 FEET CUT AT EAST END OF FENCE,
 EB2448'APPROXIMATELY 135 FEET SW OF INTERSECTION WITH SR 1002 (NW) AND SR
 EB2448'1300 (SE).
 EB2448'
 EB2448'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CARROLL
 EB2448'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4
 EB2448'INCHES ABOVE THE SURFACE OF THE GROUND.
 EB2448'
 EB2448'MARK IS
 EB2448'
 EB2448'24.0 FEET W OF C/L OF NC 242.
 EB2448'133.0 FEET SW OF INTERSECTION OF NC 242, SR 1002 AND SR 1300.
 EB2448'2.7 FEET ENE OF END FENCE POST W/ALUMINUM REF. TAG.
 EB2448'57.1 FEET W OF TP W/ALUMINUM REF. TAG.
 EB2448'19.5 FEET SW OF 4X4 NC 242 SIGN POST W/ALUMINUM REF. TAG.
 EB2448
 EB2448                          STATION RECOVERY (1995)
 EB2448
 EB2448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB2448'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF ROSEBORO AND 3.4 MI
 EB2448'(5.5 KM) SOUTH OF SALEMBURG. ALONG NC 242 FOR 0.8 MI (1.3 KM) NORTH
 EB2448'FROM NC 24, IN ROSEBORO, ATOP A 3 FEET (0.9 M) CUT, OR ABOUT 135 FEET
 EB2448'(41.1 M) SOUTHWEST OF SR 1002/SR 1300 (NORTH STREET) . MARK IS
 EB2448'2-INCHES ABOVE GROUND.  LOCATED 23.1 FT (7.0 M) WEST OF THE CENTERLINE
 EB2448'OF NC 242, 127.6 FT (38.9 M) SOUTHWEST OF THE CENTERLINE INTERSECTION
 EB2448'OF NC 242 AND SR 1002/SR1300, 122.8 FT (37.4 M) SOUTH-SOUTHWEST OF
 EB2448'LARGER OF TWO TELEPHONE PEDESTALS (242NR15W1) , AND--3.2 FT NORTHEAST
 EB2448'OF A CUT-OFF POWER POLE, 17.5 FT (5.3 M) SOUTHWEST OF A 4X4 ROAD SIGN
 EB2448'POST--BOTH WITH REFERENCE TAGS.  NOTE THAT EAST SIDE OF MONUMENT IS
 EB2448'CHIPPED BUT STABLE IN GROUND.
 EB2448
 EB2448                          STATION RECOVERY (1995)
 EB2448
 EB2448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG)
 EB2448'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3280 ***********************************************************************
 FY3280  DESIGNATION -  CARROLL
 FY3280  PID         -  FY3280
 FY3280  STATE/COUNTY-  NC/ALAMANCE
 FY3280  USGS QUAD   -  MEBANE (1994)
 FY3280
 FY3280                         *CURRENT SURVEY CONTROL
 FY3280  ___________________________________________________________________
 FY3280* NAD 83(2001)-  36 06 29.87973(N)    079 21 19.45205(W)     ADJUSTED  
 FY3280* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 FY3280  ___________________________________________________________________
 FY3280  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 FY3280  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 FY3280  HORZ ORDER  -  SECOND
 FY3280
 FY3280.The horizontal coordinates were established by classical geodetic methods
 FY3280.and adjusted by the National Geodetic Survey in August 2005.
 FY3280
 FY3280.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3280
 FY3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3280
 FY3280.The geoid height was determined by GEOID03.
 FY3280
 FY3280;                    North         East     Units Scale Factor Converg.
 FY3280;SPC NC       -   261,674.604   577,601.187   MT  0.99998423   -0 12 18.5
 FY3280;SPC NC       -   858,510.76  1,895,013.23   sFT  0.99998423   -0 12 18.5
 FY3280;UTM  17      - 3,997,212.776   648,026.923   MT  0.99986999   +0 58 09.7
 FY3280
 FY3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3280!SPC NC       -   0.99997418  x   0.99998423  =   0.99995841
 FY3280!UTM  17      -   0.99997418  x   0.99986999  =   0.99984418
 FY3280
 FY3280                          SUPERSEDED SURVEY CONTROL
 FY3280
 FY3280  NAD 83(1993)-  36 06 29.87913(N)    079 21 19.46099(W) AD(       ) 2
 FY3280  NAD 83(1986)-  36 06 29.87851(N)    079 21 19.46092(W) AD(       ) 2
 FY3280  NAD 27      -  36 06 29.39163(N)    079 21 20.39516(W) AD(       ) 2
 FY3280  NGVD 29 (07/19/86)  195.0    (m)          640.     (f) VERT ANG    3  
 FY3280
 FY3280.Superseded values are not recommended for survey control.
 FY3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3280.See file dsdata.txt to determine how the superseded data were derived.
 FY3280
 FY3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV4802797213(NAD 83)
 FY3280_MARKER: DE = TRAVERSE STATION DISK
 FY3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3280_STAMPING: CARROLL 1968
 FY3280_MARK LOGO: NCGS  
 FY3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3280+STABILITY: SURFACE MOTION
 FY3280
 FY3280  HISTORY     - Date     Condition        Report By
 FY3280  HISTORY     - 1968     MONUMENTED       NCGS
 FY3280  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 FY3280  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 FY3280  HISTORY     - 20041027 MARK NOT FOUND   USPSQD
 FY3280
 FY3280                          STATION DESCRIPTION
 FY3280
 FY3280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM)
 FY3280'CARROLL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3280'IN THE VICINITY OF BURLINGTON, NORTH CAROLINA.
 FY3280'
 FY3280'CARROLL IS LOCATED APPROXIMATELY 1.3 MILES NORTHEAST OF HAW
 FY3280'RIVER.  TO REACH STATION PROCEED FROM THE INTERSECTION OF NC
 FY3280'49 AND U.S. 70 EAST OF HAW RIVER, GO NORTH ON NC 49 FOR 1.2
 FY3280'MILES TO INTERSECTION OF SR 1745, AND TURN LEFT (WEST) ON SR
 FY3280'1745 FOR 0.1 MILE TO INTERSECTION OF SR 1743, TURN LEFT (SOUTH)
 FY3280'FOR 0.15 MILE TO STATION.  WHICH IS ON THE WEST SIDE OF SR
 FY3280'1743, IN SOUTHEAST CORNER OF YARD FOR ONE STORY BRICK HOUSE,
 FY3280'AND 0.45 MILE NORTH OF INTERSECTION OF SR 1737 AND SR 1743.
 FY3280'
 FY3280'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3280'CARROLL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3280'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 FY3280'
 FY3280'MARK IS
 FY3280'
 FY3280'21.6 FT W OF C/L OF SR 1743
 FY3280'
 FY3280'15.5 FT ESE OF TP 4 ON W SIDE OF SR 1743 IN SE CORNER OF YARD
 FY3280'OF ONE STORY BRICK HOUSE, AND WITH ALUMINUM REF. TAG
 FY3280'
 FY3280'40.0 FT SSW OF S END OF CULVERT UNDER CONCRETE DRIVEWAY TO
 FY3280'ONE STORY BRICK HOUSE
 FY3280'
 FY3280'69.7 FT W OF 4X4 POST ON N SIDE OF GRAVEL AND DIRT ROAD E
 FY3280'SIDE OF SR 1743 WITH STOP SIGN, AND WITH ALUMINUM REF. TAG
 FY3280'
 FY3280'91.4 FT NE OF UTILITY POLE IN N SIDE OF YARD FOR ONE STORY
 FY3280'BRICK HOUSE, AND WITH ALUMINUM REF. TAG
 FY3280
 FY3280                          STATION RECOVERY (1973)
 FY3280
 FY3280'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 FY3280'DESTROYED
 FY3280
 FY3280                          STATION RECOVERY (1992)
 FY3280
 FY3280'RECOVERY NOTE BY US POWER SQUADRON 1992 (CSB)
 FY3280'MARK NOT FOUND.
 FY3280
 FY3280                          STATION RECOVERY (2004)
 FY3280
 FY3280'RECOVERY NOTE BY US POWER SQUADRON 2004
 FY3280'SEARCH WAS MADE IN THE AREA OF THE PLOTTED POSITION.  NO MARKER COULD
 FY3280'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH2527 ***********************************************************************
 AH2527  DESIGNATION -  CARROLL
 AH2527  PID         -  AH2527
 AH2527  STATE/COUNTY-  NC/CLAY
 AH2527  USGS QUAD   -  HAYESVILLE (1987)
 AH2527
 AH2527                         *CURRENT SURVEY CONTROL
 AH2527  ___________________________________________________________________
 AH2527* NAD 83(2001)-  35 02 38.01283(N)    083 49 20.18107(W)     ADJUSTED  
 AH2527* NAVD 88     -       559.8    (meters)    1837.     (feet)  VERTCON   
 AH2527  ___________________________________________________________________
 AH2527  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH2527  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AH2527  HORZ ORDER  -  SECOND
 AH2527
 AH2527.The horizontal coordinates were established by classical geodetic methods
 AH2527.and adjusted by the National Geodetic Survey in August 2005.
 AH2527
 AH2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AH2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AH2527
 AH2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2527
 AH2527.The geoid height was determined by GEOID03.
 AH2527
 AH2527;                    North         East     Units Scale Factor Converg.
 AH2527;SPC NC       -   154,214.677   169,846.167   MT  0.99987914   -2 46 59.8
 AH2527;SPC NC       -   505,952.65    557,236.97   sFT  0.99987914   -2 46 59.8
 AH2527;UTM  17      - 3,881,552.989   242,564.817   MT  1.00041686   -1 37 17.2
 AH2527
 AH2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2527!SPC NC       -   0.99991660  x   0.99987914  =   0.99979575
 AH2527!UTM  17      -   0.99991660  x   1.00041686  =   1.00033343
 AH2527
 AH2527                          SUPERSEDED SURVEY CONTROL
 AH2527
 AH2527  NAD 83(1986)-  35 02 38.01679(N)    083 49 20.18182(W) AD(       ) 2
 AH2527  NGVD 29 (08/21/98)  559.8    (m)         1837.     (f) VERT ANG    3  
 AH2527
 AH2527.Superseded values are not recommended for survey control.
 AH2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2527.See file dsdata.txt to determine how the superseded data were derived.
 AH2527
 AH2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU4256581553(NAD 83)
 AH2527_MARKER: DE = TRAVERSE STATION DISK
 AH2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2527_STAMPING: CARROLL 1986
 AH2527_MARK LOGO: NCGS  
 AH2527_PROJECTION: FLUSH
 AH2527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2527+STABILITY: SURFACE MOTION
 AH2527
 AH2527  HISTORY     - Date     Condition        Report By
 AH2527  HISTORY     - 1986     MONUMENTED       NCGS
 AH2527
 AH2527                          STATION DESCRIPTION
 AH2527
 AH2527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (ESL)
 AH2527'THE STATION IS LOCATED IN HAYESVILLE AT THE CARROLL HOUSE APARTMENTS.
 AH2527'ALONG US 64-BUSINESS (HIAWASSEE STREET), 0.55 KM (0.35 MI) NORTHWEST
 AH2527'FROM THE MAIN STREET INTERSECTION AT THE CLAY COUNTY COURTHOUSE (IN
 AH2527'HAYESVILLE) TO APARTMENT ENTRANCE AND STATION AT CONCRETE DRAIN. THE
 AH2527'STATION IS A STANDARD NCGS DISK STAMPED---CARROLL 1986---, SET INTO
 AH2527'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 AH2527'GROUND.  LOCATED 4.94 M (16.2 FT) WEST-NORTHWEST FROM THE CENTERLINE
 AH2527'OF HIGHWAY, 27.52 M (90.3 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH
 AH2527'REFERENCE TAG, 9. M (31.3 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 AH2527'OF ONE STORY FRAME BUILDING, 1.83 M (6.0 FT) EAST-SOUTHEAST FROM THE
 AH2527'SOUTHEAST CORNER OF CONCRETE DRAIN COVER, AND 1.40 M (4.6 FT)
 AH2527'WEST-NORTHWEST FROM THE CURB. MARK IS LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EA1827 ***********************************************************************
 EA1827  DESIGNATION -  CARROT
 EA1827  PID         -  EA1827
 EA1827  STATE/COUNTY-  NC/CARTERET
 EA1827  USGS QUAD   -  BEAUFORT (1987)
 EA1827
 EA1827                         *CURRENT SURVEY CONTROL
 EA1827  ___________________________________________________________________
 EA1827* NAD 83(2001)-  34 42 11.68540(N)    076 38 13.40250(W)     ADJUSTED  
 EA1827* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EA1827  ___________________________________________________________________
 EA1827  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EA1827  GEOID HEIGHT-         -37.49  (meters)                     GEOID03
 EA1827  HORZ ORDER  -  THIRD
 EA1827
 EA1827.The horizontal coordinates were established by classical geodetic methods
 EA1827.and adjusted by the National Geodetic Survey in August 2005.
 EA1827
 EA1827.The orthometric height was scaled from a topographic map.
 EA1827
 EA1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 EA1827
 EA1827.The geoid height was determined by GEOID03.
 EA1827
 EA1827;                    North         East     Units Scale Factor Converg.
 EA1827;SPC NC       -   108,320.914   826,047.727   MT  0.99991810   +1 21 49.8
 EA1827;SPC NC       -   355,382.87  2,710,124.92   sFT  0.99991810   +1 21 49.8
 EA1827;UTM  18      - 3,841,354.599   350,071.364   MT  0.99987706   -0 55 55.9
 EA1827
 EA1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EA1827!SPC NC       -   1.00000578  x   0.99991810  =   0.99992388
 EA1827!UTM  18      -   1.00000578  x   0.99987706  =   0.99988284
 EA1827
 EA1827|---------------------------------------------------------------------|
 EA1827| PID    Reference Object                     Distance      Geod. Az  |
 EA1827|                                                           dddmmss.s |
 EA1827| EA3268 CARROT RM 1                                        07842     |
 EA1827| EA1841 FORD                                APPROX. 2.0 KM 2004512.9 |
 EA1827| EA1805 BEACON I                            APPROX. 3.1 KM 2423032.6 |
 EA1827| EA1846 FORT MACON SHOAL BEACON             APPROX. 3.3 KM 2470631.1 |
 EA1827| EA1844 FORT MACON COAST GUARD CUPOLA       APPROX. 4.1 KM 2581629.1 |
 EA1827| EA1856 GAR                                 APPROX. 4.1 KM 2584310.1 |
 EA1827| EA1804 BEACON H                            APPROX. 3.8 KM 2722351.9 |
 EA1827| EA1910 SHARK SHOAL BEACON 1                APPROX. 3.8 KM 2723240.0 |
 EA1827| EA1935 MOREHEAD CITY BEACON                APPROX. 7.2 KM 2782418.6 |
 EA1827| EA1911 SHARK SHOAL BEACON 3                APPROX. 3.9 KM 2783858.1 |
 EA1827| EA1884 MOREHEAD CITY W CHANNEL BEACON      APPROX. 8.1 KM 2793219.7 |
 EA1827| EA1937 MOREHEAD CITY CHANNEL BEACON        APPROX. 6.2 KM 2833831.9 |
 EA1827| EA1940 REIDS CREEK BEACON                  APPROX. 4.0 KM 2873239.2 |
 EA1827| EA1892 NEWPORT RIVER HWY BRIDGE W TWR      APPROX. 5.5 KM 2900900.2 |
 EA1827| EA1891 NEWPORT RIVER HWY BRIDGE E TWR      APPROX. 5.5 KM 2901850.2 |
 EA1827| EA1920 US BIOLOGICAL STA TANK              APPROX. 3.7 KM 2994130.5 |
 EA1827| EA3269 CARROT RM 2                                        34219     |
 EA1827|---------------------------------------------------------------------|
 EA1827
 EA1827                          SUPERSEDED SURVEY CONTROL
 EA1827
 EA1827  NAD 83(1986)-  34 42 11.69576(N)    076 38 13.40738(W) AD(       ) 3
 EA1827  NAD 27      -  34 42 11.11410(N)    076 38 14.66799(W) AD(       ) 3
 EA1827
 EA1827.Superseded values are not recommended for survey control.
 EA1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EA1827.See file dsdata.txt to determine how the superseded data were derived.
 EA1827
 EA1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD5007141355(NAD 83)
 EA1827_MARKER: DS = TRIANGULATION STATION DISK
 EA1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EA1827
 EA1827  HISTORY     - Date     Condition        Report By
 EA1827  HISTORY     - 1927     MONUMENTED       CGS
 EA1827  HISTORY     - 1965     GOOD             CGS
 EA1827  HISTORY     - 1967     GOOD             CGS
 EA1827  HISTORY     - 1982     GOOD             LOCSUR
 EA1827
 EA1827                          STATION DESCRIPTION
 EA1827
 EA1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FLP)
 EA1827'THIS IS A THIRD-ORDER STATION ABOUT 1-3/4 MILES NE OF BEAUFORT
 EA1827'ENTRANCE AND ABOUT 2-1/4 MILES SE OF THE MARINE BIOLOGICAL
 EA1827'STATION AT BEAUFORT, NORTH CAROLINA.  THE STATION IS ON THE
 EA1827'MOST SOUTHERLY POINT OF CARROT ISLAND AND IS ALMOST DUE N FROM
 EA1827'THE E END OF A LONG NARROW ISLET WHICH LIES ABOUT 100 YARDS S
 EA1827'OF CARROT ISLAND.  THE STATION IS ABOUT 2 METERS INSHORE FROM
 EA1827'THE HIGH-WATER LINE AND ABOUT 5 METERS S OF THE EDGE OF THE
 EA1827'DRY SANDY GROUND WHICH CONSTITUTES THE INTERIOR OF THE ISLAND.
 EA1827'
 EA1827'SURFACE MARK IS A STANDARD STATION MARK, STAMPED CARROT 1927,
 EA1827'EMBEDDED IN THE SURFACE OF A CONCRETE BLOCK WHICH IS ABOUT 10
 EA1827'INCHES SQUARE AT THE TOP AND 28 INCHES IN HEIGHT.  THE SURFACE
 EA1827'OF THE MARK IS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1827'
 EA1827'UNDERGROUND MARK IS A STANDARD MARK, STAMPED CARROT 1927,
 EA1827'EMBEDDED IN THE SURFACE OF A BLOCK OF CONCRETE WHICH IS ABOUT
 EA1827'14 INCHES IN DIAMETER AND 6 INCHES IN HEIGHT.  THE SURFACE
 EA1827'AND UNDERGROUND MARKS ARE SEPARATED BY A 4-INCH CUSHION OF
 EA1827'SAND.
 EA1827'
 EA1827'REFERENCE MARK NO.1 IS A STANDARD MARK, STAMPED NO.1 1927,
 EA1827'EMBEDDED IN THE SURFACE OF A CONCRETE BLOCK WHICH IS ABOUT 10
 EA1827'INCHES SQUARE AT THE TOP AND 30 INCHES IN HEIGHT.  THE SURFACE
 EA1827'OF THE MARK IS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 EA1827'
 EA1827'REFERENCE MARK NO.2 IS SIMILAR TO REFERENCE MARK NO.1.  IT IS
 EA1827'STAMPED NO.2 1927.
 EA1827'
 EA1827'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.0 METERS.
 EA1827
 EA1827                          STATION RECOVERY (1965)
 EA1827
 EA1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JKW)
 EA1827'THE STATION AND R.M. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 EA1827'ORIGINAL DESCRIPTION BY F.L.P. IN 1927 IS ADEQUATE WITH THE
 EA1827'FOLLOWING ADDITIONS--
 EA1827'
 EA1827'A METAL WITNESS POST IS 10.0 FEET SOUTH OF THE STATION.
 EA1827'
 EA1827'THE STATION IS 21.6 FEET FROM THE HIGH WATER LINE AND 10.0
 EA1827'FEET FROM THE MARSH LINE.
 EA1827
 EA1827                          STATION RECOVERY (1967)
 EA1827
 EA1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GMW)
 EA1827'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 EA1827'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 EA1827'
 EA1827'THE STATION IS ABOUT 2 MILES EAST-NORTHEAST OF FORT MACON
 EA1827'AND ABOUT 2 MILES SOUTHEAST OF THE MARINE BIOLOGICAL STATION
 EA1827'ON PIVERS ISLAND.  IT IS ABOUT 150 METERS WEST OF THE
 EA1827'SOUTHERNMOST POINT OF CARROT ISLAND, AND ABOUT 250 METERS
 EA1827'NORTHEAST OF THE EAST END OF HORSE ISLAND.
 EA1827'
 EA1827'THE STATION MUST BE REACHED BY BOAT.  FROM THE BEAUFORT
 EA1827'MUNICIPAL BOAT RAMP, PROCEED EAST ALONG TAYLOR CREEK TO ITS
 EA1827'TERMINUS AT LENOXVILLE POINT.  TURN SOUTH FOR ABOUT 150 METERS
 EA1827'AND THEN BEND WESTWARD ALONG THE SOUTH SHORE OF CARROT ISLAND FOR
 EA1827'ABOUT 1 MILE TO THE STATION.  IT IS ABOUT 400 METERS AFTER
 EA1827'ENTERING A CHANNEL BETWEEN HORSE AND CARROT ISLAND.
 EA1827'
 EA1827'THE SURFACE MARKS IS A STANDARD TRIANGULATION DISK STAMPED
 EA1827'CARROT 1927 SET IN A CONCRETE BLOCK WHICH IS ABOUT 10 INCHES
 EA1827'SQUARE AT THE TOP AND PROJECTING 10 INCHES ABOVE THE SURFACE
 EA1827'OF THE GROUND.  IT IS ABOUT 13 FEET NORTH OF THE MEAN HIGH
 EA1827'WATER LINE AND 25 FEET SOUTH-SOUTHWEST OF A 6 INCH CEDAR TREE
 EA1827'THAT IS SOUTHERNMOST IN A CLUMP OF CEDARS, AND 10 FEET NORTHWEST
 EA1827'OF A STANDARD STEEL WITNESS POST.
 EA1827'
 EA1827'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1 1927 SET
 EA1827'IN A 10 INCH SQUARE BLOCK OF CONCRETE AND 5 INCHES ABOVE THE
 EA1827'SURFACE OF THE GROUND.  IT IS 30 FEET NORTH OF THE MEAN HIGH
 EA1827'WATER LINE.
 EA1827'
 EA1827'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NO. 2 1927
 EA1827'SET IN A 10 INCH SQUARE CONCRETE BLOCK PROTRUDING ABOUT 2 INCHES
 EA1827'ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF THE 6
 EA1827'INCH CEDAR TREE WHICH IS SOUTHERN MOST IN A CLUMP OF CEDARS AND
 EA1827'35 FEET NORTH OF THE MEAN HIGH WATER LINE.
 EA1827'
 EA1827'HEIGHT OF LIGHT ABOVE STATION MARK 16.4 FEET.
 EA1827'
 EA1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EA1827'1/2 MILE SOUTHEAST OF BEAUFORT.
 EA1827
 EA1827                          STATION RECOVERY (1982)
 EA1827
 EA1827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (LJP)
 EA1827'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AE5923 ***********************************************************************
 AE5923  DESIGNATION -  CARS
 AE5923  PID         -  AE5923
 AE5923  STATE/COUNTY-  NC/BEAUFORT
 AE5923  USGS QUAD   -  SOUTH CREEK (1993)
 AE5923
 AE5923                         *CURRENT SURVEY CONTROL
 AE5923  ___________________________________________________________________
 AE5923* NAD 83(2001)-  35 17 35.75898(N)    076 42 41.24618(W)     ADJUSTED  
 AE5923* NAVD 88     -         2.713  (meters)       8.90   (feet)  ADJUSTED  
 AE5923  ___________________________________________________________________
 AE5923  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AE5923  GEOID HEIGHT-         -37.29  (meters)                     GEOID03
 AE5923  DYNAMIC HT  -           2.711 (meters)       8.89  (feet)  COMP
 AE5923  MODELED GRAV-     979,750.1   (mgal)                       NAVD 88
 AE5923
 AE5923  HORZ ORDER  -  SECOND
 AE5923  VERT ORDER  -  SECOND    CLASS II
 AE5923
 AE5923.The horizontal coordinates were established by classical geodetic methods
 AE5923.and adjusted by the National Geodetic Survey in August 2005.
 AE5923
 AE5923.The orthometric height was determined by differential leveling
 AE5923.and adjusted in June 1998.
 AE5923
 AE5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5923
 AE5923.The geoid height was determined by GEOID03.
 AE5923
 AE5923.The dynamic height is computed by dividing the NAVD 88
 AE5923.geopotential number by the normal gravity value computed on the
 AE5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5923.degrees latitude (g = 980.6199 gals.).
 AE5923
 AE5923.The modeled gravity was interpolated from observed gravity values.
 AE5923
 AE5923;                    North         East     Units Scale Factor Converg.
 AE5923;SPC NC       -   173,593.628   817,725.068   MT  0.99987285   +1 19 15.2
 AE5923;SPC NC       -   569,531.76  2,682,819.66   sFT  0.99987285   +1 19 15.2
 AE5923;UTM  18      - 3,906,909.081   344,378.184   MT  0.99989846   -0 59 20.4
 AE5923
 AE5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5923!SPC NC       -   1.00000543  x   0.99987285  =   0.99987828
 AE5923!UTM  18      -   1.00000543  x   0.99989846  =   0.99990389
 AE5923
 AE5923                          SUPERSEDED SURVEY CONTROL
 AE5923
 AE5923  NAD 83(1986)-  35 17 35.76819(N)    076 42 41.25761(W) AD(       ) 2
 AE5923  NGVD 29 (04/29/98)    3.05   (m)           10.0    (f) LEVELING    3  
 AE5923
 AE5923.Superseded values are not recommended for survey control.
 AE5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5923.See file dsdata.txt to determine how the superseded data were derived.
 AE5923
 AE5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE4437806909(NAD 83)
 AE5923_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5923_STAMPING: CARS 1983
 AE5923_MARK LOGO: NCGS  
 AE5923_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AE5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5923+STABILITY: SURFACE MOTION
 AE5923
 AE5923  HISTORY     - Date     Condition        Report By
 AE5923  HISTORY     - 1983     MONUMENTED       NCGS
 AE5923
 AE5923                          STATION DESCRIPTION
 AE5923
 AE5923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HAS)
 AE5923'STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) EAST OF AURORA AND 14.2 KM
 AE5923'(8.80 MI) WEST-NORTHWEST OF HOBUCKEN. ALONG NC 33 FOR 6.0 KM (3.70 MI)
 AE5923'EAST FROM THE SOUTH CREEK BRIDGE AT AURORA, OR 2.6 KM (1.60 MI) WEST
 AE5923'OF THE CAMPBELL CREEK BRIDGE AND ABOUT 100 FEET (30.5 M) SOUTH OF A
 AE5923'LARGE BARN. MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED 5.0 M
 AE5923'(16.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.6 M (80.7 FT)
 AE5923'SOUTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT, 27.0 M (88.6 FT) EAST
 AE5923'OF THE EAST END OF A DRIVEWAY CULVERT, 30.3 M (99.4 FT) SOUTH OF THE
 AE5923'SOUTHWEST CORNER OF THE BARN, AND 18.5 M (60.7 FT) EAST OF A POWER
 AE5923'POLE WITH A REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8546 ***********************************************************************
 AF8546  DESIGNATION -  CARS
 AF8546  PID         -  AF8546
 AF8546  STATE/COUNTY-  NC/HERTFORD
 AF8546  USGS QUAD   -  WOODLAND (1977)
 AF8546
 AF8546                         *CURRENT SURVEY CONTROL
 AF8546  ___________________________________________________________________
 AF8546* NAD 83(2001)-  36 18 47.81246(N)    077 10 25.10795(W)     ADJUSTED  
 AF8546* NAVD 88     -        18.6    (meters)      61.     (feet)  VERT ANG  
 AF8546  ___________________________________________________________________
 AF8546  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AF8546  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AF8546  HORZ ORDER  -  SECOND
 AF8546
 AF8546.The horizontal coordinates were established by classical geodetic methods
 AF8546.and adjusted by the National Geodetic Survey in August 2005.
 AF8546
 AF8546.The orthometric height was determined by vertical angle observations.
 AF8546
 AF8546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8546
 AF8546.The geoid height was determined by GEOID03.
 AF8546
 AF8546;                    North         East     Units Scale Factor Converg.
 AF8546;SPC NC       -   285,871.754   773,616.712   MT  1.00004422   +1 03 14.8
 AF8546;SPC NC       -   937,897.58  2,538,107.50   sFT  1.00004422   +1 03 14.8
 AF8546;UTM  18      - 4,020,889.505   304,858.557   MT  1.00006921   -1 17 15.5
 AF8546
 AF8546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8546!SPC NC       -   1.00000256  x   1.00004422  =   1.00004678
 AF8546!UTM  18      -   1.00000256  x   1.00006921  =   1.00007177
 AF8546
 AF8546                          SUPERSEDED SURVEY CONTROL
 AF8546
 AF8546  NAD 83(1986)-  36 18 47.82054(N)    077 10 25.12170(W) AD(       ) 2
 AF8546
 AF8546.Superseded values are not recommended for survey control.
 AF8546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8546.See file dsdata.txt to determine how the superseded data were derived.
 AF8546
 AF8546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF0485920890(NAD 83)
 AF8546_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8546_STAMPING: CARS 1987
 AF8546_MARK LOGO: NCGS  
 AF8546_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8546+STABILITY: SURFACE MOTION
 AF8546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8546+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AF8546
 AF8546  HISTORY     - Date     Condition        Report By
 AF8546  HISTORY     - 1987     MONUMENTED       NCGS
 AF8546
 AF8546                          STATION DESCRIPTION
 AF8546
 AF8546'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (HAS)
 AF8546'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF WOODLAND AND
 AF8546'10.4 MI (16.7 KM) WEST OF AHOSKIE. PROCEED ALONG NC 561 FOR 1.85 MI
 AF8546'(2.98 KM) EAST FROM NC 35 AT MINTONS STORE AND THE COUNTY LINE, THENCE
 AF8546'NORTHWEST FOR 1.8 MI (2.9 KM) ALONG SR 1155 (FENNELL ROAD), OR 400 FT
 AF8546'(121.9 M) SOUTHEAST OF SR 1154 (BAKERS STORE ROAD), AND STATION ON TOP
 AF8546'OF THE NORTHEAST DITCH BANK. MARK IS RECESSED 2 INCHES BELOW GROUND
 AF8546'AND 1 FOOT (0.3 M) LOWER THAN ROAD. LOCATED 25.5 FT (7.8 M)
 AF8546'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 398.5 FT (121.5 M)
 AF8546'SOUTHEAST OF THE CENTERLINE OF THE T-INTERSECTION, 204.0 FT (62.2 M)
 AF8546'SOUTH-SOUTHEAST OF THE SOUTH END OF AN OLD WOODS ROAD CULVERT, 4.6 FT
 AF8546'(1.4 M) WEST-NORTHWEST OF A WITNESS POST--AND 8.6 FT (2.6 M) WEST OF
 AF8546'THE SPLIT OF A TWIN TRUNK HARDWOOD, 167.0 FT (50.9 M) SOUTHEAST OF A
 AF8546'POWER POLE WITH TRANSFORMER--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ2654 ***********************************************************************
 FZ2654  DESIGNATION -  CARSON
 FZ2654  PID         -  FZ2654
 FZ2654  STATE/COUNTY-  NC/WILKES
 FZ2654  USGS QUAD   -  MORAVIAN FALLS (1966)
 FZ2654
 FZ2654                         *CURRENT SURVEY CONTROL
 FZ2654  ___________________________________________________________________
 FZ2654* NAD 83(2001)-  36 04 47.19003(N)    081 10 57.10322(W)     ADJUSTED  
 FZ2654* NAVD 88     -       377.3    (meters)    1238.     (feet)  VERTCON   
 FZ2654  ___________________________________________________________________
 FZ2654  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FZ2654  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 FZ2654  HORZ ORDER  -  SECOND
 FZ2654
 FZ2654.The horizontal coordinates were established by classical geodetic methods
 FZ2654.and adjusted by the National Geodetic Survey in August 2005.
 FZ2654
 FZ2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ2654
 FZ2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ2654
 FZ2654.The geoid height was determined by GEOID03.
 FZ2654
 FZ2654;                    North         East     Units Scale Factor Converg.
 FZ2654;SPC NC       -   260,613.150   413,035.145   MT  0.99997691   -1 15 34.9
 FZ2654;SPC NC       -   855,028.31  1,355,099.47   sFT  0.99997691   -1 15 34.9
 FZ2654;UTM  17      - 3,992,812.143   483,565.701   MT  0.99960333   -0 06 27.0
 FZ2654
 FZ2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ2654!SPC NC       -   0.99994595  x   0.99997691  =   0.99992286
 FZ2654!UTM  17      -   0.99994595  x   0.99960333  =   0.99954930
 FZ2654
 FZ2654                          SUPERSEDED SURVEY CONTROL
 FZ2654
 FZ2654  NAD 83(1995)-  36 04 47.19330(N)    081 10 57.10583(W) AD(       ) 2
 FZ2654  NAD 83(1993)-  36 04 47.19642(N)    081 10 57.10905(W) AD(       ) 2
 FZ2654  NAD 83(1986)-  36 04 47.19436(N)    081 10 57.11384(W) AD(       ) 2
 FZ2654  NGVD 29 (06/26/91)  377.5    (m)         1239.     (f) VERT ANG    3  
 FZ2654
 FZ2654.Superseded values are not recommended for survey control.
 FZ2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ2654.See file dsdata.txt to determine how the superseded data were derived.
 FZ2654
 FZ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV8356692812(NAD 83)
 FZ2654_MARKER: DE = TRAVERSE STATION DISK
 FZ2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FZ2654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FZ2654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FZ2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FZ2654+STABILITY: SURFACE MOTION
 FZ2654
 FZ2654  HISTORY     - Date     Condition        Report By
 FZ2654  HISTORY     - 1980     MONUMENTED       NCGS
 FZ2654  HISTORY     - 1987     GOOD             USPSQD
 FZ2654
 FZ2654                          STATION DESCRIPTION
 FZ2654
 FZ2654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FZ2654'THE STATION IS LOCATED ABOUT 1.1 MI SOUTH OF MORAVIAN FALLS AND 4.9
 FZ2654'MI SOUTH-SOUTHWEST OF WILKESBORO.
 FZ2654'
 FZ2654'TO REACH THE STATION FROM THE INTERSECTION OF NC 16 AND NC 18 IN
 FZ2654'MORAVIAN FALLS, PROCEED SOUTH ALONG NC 16 FOR 1.1 MI TO THE PAVED
 FZ2654'DRIVE ON THE RIGHT AND THE STATION AT THE NORTH EDGE OF THE DRIVE,
 FZ2654'AND 0.30 MI NORTH OF SR 1109 (NORTHMOST INTERSECTION).
 FZ2654'
 FZ2654'THE STATION IS A STANDARD NCGS DISK
 FZ2654'STAMPED---CARSON 1980---,
 FZ2654'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FZ2654'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FZ2654'59.3 FEET WEST OF THE CENTERLINE OF NC 16,
 FZ2654'15.8 FEET NORTH OF THE CENTERLINE OF THE PAVED DRIVE,
 FZ2654'50.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB
 FZ2654'OVER A CATCH BASIN,
 FZ2654'127.5 FEET EAST OF THE CENTER MOST BRICK COLUMN, AND
 FZ2654'58.6 FEET EAST-SOUTHEAST OF A 4 INCH APPLE.
 FZ2654'
 FZ2654'MARK IS NCGS STATION.
 FZ2654
 FZ2654                          STATION RECOVERY (1987)
 FZ2654
 FZ2654'RECOVERY NOTE BY US POWER SQUADRON 1987 (CWP)
 FZ2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3541 ***********************************************************************
 FB3541  DESIGNATION -  CARSON
 FB3541  PID         -  FB3541
 FB3541  STATE/COUNTY-  NC/MACON
 FB3541  USGS QUAD   -  FRANKLIN (1946)
 FB3541
 FB3541                         *CURRENT SURVEY CONTROL
 FB3541  ___________________________________________________________________
 FB3541* NAD 83(2001)-  35 09 50.23694(N)    083 25 11.38363(W)     ADJUSTED  
 FB3541* NAVD 88     -       667.7    (meters)    2191.     (feet)  VERTCON   
 FB3541  ___________________________________________________________________
 FB3541  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 FB3541  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 FB3541  HORZ ORDER  -  SECOND
 FB3541
 FB3541.The horizontal coordinates were established by classical geodetic methods
 FB3541.and adjusted by the National Geodetic Survey in August 2005.
 FB3541
 FB3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3541
 FB3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3541
 FB3541.The geoid height was determined by GEOID03.
 FB3541
 FB3541;                    North         East     Units Scale Factor Converg.
 FB3541;SPC NC       -   165,811.391   207,113.436   MT  0.99987376   -2 33 03.6
 FB3541;SPC NC       -   543,999.54    679,504.66   sFT  0.99987376   -2 33 03.6
 FB3541;UTM  17      - 3,893,906.563   279,605.731   MT  1.00019867   -1 23 39.1
 FB3541
 FB3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3541!SPC NC       -   0.99989965  x   0.99987376  =   0.99977342
 FB3541!UTM  17      -   0.99989965  x   1.00019867  =   1.00009830
 FB3541
 FB3541                          SUPERSEDED SURVEY CONTROL
 FB3541
 FB3541  NAD 83(1995)-  35 09 50.23701(N)    083 25 11.38338(W) AD(       ) 2
 FB3541  NAD 83(1986)-  35 09 50.24381(N)    083 25 11.39805(W) AD(       ) 2
 FB3541  NGVD 29 (09/18/91)  667.8    (m)         2191.     (f) VERT ANG    3  
 FB3541
 FB3541.Superseded values are not recommended for survey control.
 FB3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3541.See file dsdata.txt to determine how the superseded data were derived.
 FB3541
 FB3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKU7960693907(NAD 83)
 FB3541_MARKER: DE = TRAVERSE STATION DISK
 FB3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3541_MAGNETIC: N = NO MAGNETIC MATERIAL
 FB3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3541+STABILITY: SURFACE MOTION
 FB3541
 FB3541  HISTORY     - Date     Condition        Report By
 FB3541  HISTORY     - 1978     MONUMENTED       NCGS
 FB3541
 FB3541                          STATION DESCRIPTION
 FB3541
 FB3541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ESL)
 FB3541'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES WEST-SOUTHWEST OF
 FB3541'FRANKLIN.
 FB3541'
 FB3541'TO REACH THE STATION FROM THE US 64 UNDERPASS OF US 441 SOUTH OF
 FB3541'FRANKLIN, PROCEED WEST ALONG US 64 FOR 1.7 MILES TO STATION ON LEFT
 FB3541'AT WEST END OF CUT APPROXIMATELY 30 FEET ABOVE HIGHWAY AND 0.2 MILE
 FB3541'WEST OF SR 1148 CROSSOVER.
 FB3541'
 FB3541'STATION MARK IS A STANDARD DISK STAMPED---CARSON 1978---SET IN TOP OF
 FB3541'A 10 INCH CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GROUND SURFACE.
 FB3541'THE MARK IS 116.8 (SLOPE) FEET SOUTH OF THE CENTERLINE OF EAST BOUND
 FB3541'LANES, 23.5 FEET NORTH-NORTHWEST OF A 3 INCH CHERRY, 139.4 FEET
 FB3541'NORTHEAST OF A FENCE CORNER AND RIGHT-OF-WAY MONUMENT, AND 97.9 FEET
 FB3541'NORTH OF A FENCE CORNER AND RIGHT-OF-WAY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3542 ***********************************************************************
 FB3542  DESIGNATION -  CARSON
 FB3542  PID         -  FB3542
 FB3542  STATE/COUNTY-  NC/JACKSON
 FB3542  USGS QUAD   -  HAZELWOOD (1990)
 FB3542
 FB3542                         *CURRENT SURVEY CONTROL
 FB3542  ___________________________________________________________________
 FB3542* NAD 83(2001)-  35 25 26.29935(N)    083 06 35.57312(W)     ADJUSTED  
 FB3542* NAVD 88     -       864.0    (meters)    2835.     (feet)  VERTCON   
 FB3542  ___________________________________________________________________
 FB3542  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FB3542  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 FB3542  HORZ ORDER  -  SECOND
 FB3542
 FB3542.The horizontal coordinates were established by classical geodetic methods
 FB3542.and adjusted by the National Geodetic Survey in August 2005.
 FB3542
 FB3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3542
 FB3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3542
 FB3542.The geoid height was determined by GEOID03.
 FB3542
 FB3542;                    North         East     Units Scale Factor Converg.
 FB3542;SPC NC       -   193,418.270   236,515.619   MT  0.99987709   -2 22 19.6
 FB3542;SPC NC       -   634,573.11    775,968.33   sFT  0.99987709   -2 22 19.6
 FB3542;UTM  17      - 3,922,106.345   308,453.850   MT  1.00005216   -1 13 23.9
 FB3542
 FB3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3542!SPC NC       -   0.99986886  x   0.99987709  =   0.99974596
 FB3542!UTM  17      -   0.99986886  x   1.00005216  =   0.99992101
 FB3542
 FB3542                          SUPERSEDED SURVEY CONTROL
 FB3542
 FB3542  NAD 83(1995)-  35 25 26.29954(N)    083 06 35.57321(W) AD(       ) 2
 FB3542  NAD 83(1986)-  35 25 26.30984(N)    083 06 35.57521(W) AD(       ) 2
 FB3542  NGVD 29 (09/18/91)  864.0    (m)         2835.     (f) VERT ANG    3  
 FB3542
 FB3542.Superseded values are not recommended for survey control.
 FB3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3542.See file dsdata.txt to determine how the superseded data were derived.
 FB3542
 FB3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV0845422106(NAD 83)
 FB3542_MARKER: DE = TRAVERSE STATION DISK
 FB3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FB3542_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3542+STABILITY: SURFACE MOTION
 FB3542
 FB3542  HISTORY     - Date     Condition        Report By
 FB3542  HISTORY     - 1980     MONUMENTED       NCGS
 FB3542  HISTORY     - 19941020 MARK NOT FOUND   USPSQD
 FB3542
 FB3542                          STATION DESCRIPTION
 FB3542
 FB3542'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (ESL)
 FB3542'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES WEST-SOUTHWEST OF
 FB3542'BALSAM AND 7.2 MILES EAST-NORTHEAST OF SYLVA.
 FB3542'
 FB3542'TO REACH THE STATION FROM US 19A-23 UNDERPASS OF THE BLUE RIDGE
 FB3542'PARKWAY BRIDGE AT BALSAM GAP, PROCEED SOUTHWEST ALONG US 19A-23 FOR
 FB3542'2.1 MILES TO STATION IN RIGHT SHOULDER NEAR SMALL CREEK AND 0.25 MILE
 FB3542'NORTH OF SR 1461.
 FB3542'
 FB3542'STATION MARK IS A STANDARD DISK STAMPED---CARSON 1980---SET IN TOP OF
 FB3542'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FB3542'24.1 FEET NORTHWEST OF CENTERLINE SOUTHBOUND LANES, 25.5 (SLOPE) FEET
 FB3542'EAST-SOUTHEAST OF 8 INCH LOCUST WITH REFERENCE TAG, 27.2 (SLOPE) FEET
 FB3542'SOUTHEAST OF 10 INCH LOCUST WITH REFERENCE TAG, 30.6 FEET
 FB3542'EAST-NORTHEAST OF NORTH END OF 48 INCH METAL PIPE.
 FB3542
 FB3542                          STATION RECOVERY (1994)
 FB3542
 FB3542'RECOVERY NOTE BY US POWER SQUADRON 1994
 FB3542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AF8014 ***********************************************************************
 AF8014  DESIGNATION -  CARSON
 AF8014  PID         -  AF8014
 AF8014  STATE/COUNTY-  NC/NASH
 AF8014  USGS QUAD   -  BAILEY (1981)
 AF8014
 AF8014                         *CURRENT SURVEY CONTROL
 AF8014  ___________________________________________________________________
 AF8014* NAD 83(2001)-  35 51 52.70710(N)    078 03 30.95822(W)     ADJUSTED  
 AF8014* NAVD 88     -        65.8    (meters)     216.     (feet)  VERTCON   
 AF8014  ___________________________________________________________________
 AF8014  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AF8014  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AF8014  HORZ ORDER  -  SECOND
 AF8014
 AF8014.The horizontal coordinates were established by classical geodetic methods
 AF8014.and adjusted by the National Geodetic Survey in August 2005.
 AF8014
 AF8014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8014
 AF8014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8014
 AF8014.The geoid height was determined by GEOID03.
 AF8014
 AF8014;                    North         East     Units Scale Factor Converg.
 AF8014;SPC NC       -   234,985.545   694,618.921   MT  0.99992969   +0 32 36.1
 AF8014;SPC NC       -   770,948.41  2,278,928.91   sFT  0.99992969   +0 32 36.1
 AF8014;UTM  17      - 3,972,931.449   765,590.600   MT  1.00046928   +1 43 27.5
 AF8014;UTM  18      - 3,973,256.471   223,823.926   MT  1.00053997   -1 47 35.1
 AF8014
 AF8014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8014!SPC NC       -   0.99999508  x   0.99992969  =   0.99992477
 AF8014!UTM  17      -   0.99999508  x   1.00046928  =   1.00046436
 AF8014!UTM  18      -   0.99999508  x   1.00053997  =   1.00053505
 AF8014
 AF8014                          SUPERSEDED SURVEY CONTROL
 AF8014
 AF8014  NAD 83(1986)-  35 51 52.71297(N)    078 03 30.96869(W) AD(       ) 2
 AF8014  NGVD 29 (06/05/98)   66.1    (m)          217.     (f) VERT ANG    3  
 AF8014
 AF8014.Superseded values are not recommended for survey control.
 AF8014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8014.See file dsdata.txt to determine how the superseded data were derived.
 AF8014
 AF8014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV6559172931(NAD 83)
 AF8014_MARKER: DE = TRAVERSE STATION DISK
 AF8014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8014_STAMPING: CARSON 1983
 AF8014_MARK LOGO: NCGS  
 AF8014_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF8014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8014+STABILITY: SURFACE MOTION
 AF8014
 AF8014  HISTORY     - Date     Condition        Report By
 AF8014  HISTORY     - 1983     MONUMENTED       NCGS
 AF8014
 AF8014                          STATION DESCRIPTION
 AF8014
 AF8014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (ACD)
 AF8014'STATION IS LOCATED 3.70 KM (2.30 MI) EAST OF FLOODS CHAPEL CROSSROAD
 AF8014'AND 9.98 KM (6.20 MI) SOUTH-SOUTHEAST OF SPRING HOPE. ALONG NC 97 FOR
 AF8014'3.78 KM (2.35 MI) EAST FROM NC 581 AT FLOODS CHAPEL CROSSROAD, AT A
 AF8014'DIRT DRIVE TO CARSON BARNES MIGRANT LABOR CAMP, BETWEEN THE TWO
 AF8014'DORMITORIES ON THE EAST SIDE OF THE DRIVE, OR 1.77 KM (1.10 MI) WEST
 AF8014'OF SR 1949.  MARK IS RECESSED 3 INCHES BELOW GROUND.  LOCATED 53.46 M
 AF8014'(175.39 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.89 M (22.60 FT)
 AF8014'NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH DORMITORY, 4.60 M
 AF8014'(15.09 FT) SOUTH OF THE SOUTHEAST CORNER OF THE NORTH DORMITORY, 13.08
 AF8014'M (42.91 FT) EAST OF THE NORTHWEST CORNER OF THE SOUTH DORMITORY, AND
 AF8014'23.53 M (77.20 FT) EAST-SOUTHEAST OF THE CENTER OF THE EAST END OF THE
 AF8014'WEST MOST DORMITORY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY2085 ***********************************************************************
 EY2085  DESIGNATION -  CARSON RESET
 EY2085  PID         -  EY2085
 EY2085  STATE/COUNTY-  NC/PITT
 EY2085  USGS QUAD   -  ROBERSONVILLE EAST (1981)
 EY2085
 EY2085                         *CURRENT SURVEY CONTROL
 EY2085  ___________________________________________________________________
 EY2085* NAD 83(2001)-  35 45 03.61123(N)    077 14 09.89520(W)     ADJUSTED  
 EY2085* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 EY2085  ___________________________________________________________________
 EY2085  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 EY2085  GEOID HEIGHT-         -35.78  (meters)                     GEOID03
 EY2085  HORZ ORDER  -  FIRST
 EY2085
 EY2085.The horizontal coordinates were established by classical geodetic methods
 EY2085.and adjusted by the National Geodetic Survey in August 2005.
 EY2085
 EY2085.The orthometric height was scaled from a topographic map.
 EY2085
 EY2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY2085
 EY2085.The geoid height was determined by GEOID03.
 EY2085
 EY2085;                    North         East     Units Scale Factor Converg.
 EY2085;SPC NC       -   223,391.963   769,118.340   MT  0.99991046   +1 01 05.1
 EY2085;SPC NC       -   732,911.80  2,523,349.09   sFT  0.99991046   +1 01 05.1
 EY2085;UTM  18      - 3,958,637.387   297,819.202   MT  1.00010373   -1 18 24.9
 EY2085
 EY2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY2085!SPC NC       -   1.00000269  x   0.99991046  =   0.99991315
 EY2085!UTM  18      -   1.00000269  x   1.00010373  =   1.00010642
 EY2085
 EY2085:                Primary Azimuth Mark                     Grid Az
 EY2085:SPC NC       -  CARSON AZ MK RESET                       088 35 06.0
 EY2085:UTM  18      -  CARSON AZ MK RESET                       090 54 36.0
 EY2085
 EY2085|---------------------------------------------------------------------|
 EY2085| PID    Reference Object                     Distance      Geod. Az  |
 EY2085|                                                           dddmmss.s |
 EY2085| EY4424 CARSON AZ MK RESET                                 0893611.1 |
 EY2085| EY4425 CARSON RM 1 AZIMUTH                                1135044.2 |
 EY2085| EY4426 CARSON RM 2                          47.087 METERS 24501     |
 EY2085| EY2280 ROBERSONVILLE WATER TOWER           APPROX. 7.9 KM 3473611.3 |
 EY2085| EY4427 CARSON RM 3                          46.792 METERS 35256     |
 EY2085|---------------------------------------------------------------------|
 EY2085
 EY2085                          SUPERSEDED SURVEY CONTROL
 EY2085
 EY2085  NAD 83(1986)-  35 45 03.62017(N)    077 14 09.90708(W) AD(       ) 1
 EY2085  NAD 27      -  35 45 03.04600(N)    077 14 11.04200(W) AD(       ) 1
 EY2085
 EY2085.Superseded values are not recommended for survey control.
 EY2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY2085.See file dsdata.txt to determine how the superseded data were derived.
 EY2085
 EY2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STE9781958637(NAD 83)
 EY2085
 EY2085  HISTORY     - Date     Condition        Report By
 EY2085  HISTORY     - 1959     MONUMENTED       CGS
 EY2085  HISTORY     - 1933     GOOD             CGS
 EY2085  HISTORY     - 1959     GOOD             CGS
 EY2085  HISTORY     - 1967     GOOD             USE
 EY2085
 EY2085                          STATION DESCRIPTION
 EY2085
 EY2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 EY2085'ABOUT 12.5 MILES SOUTHWEST OF WILLIAMSTON, 17 MILES NORTHWEST OF
 EY2085'WASHINGTON, 5-1/2 MILES SOUTH OF ROBERSONVILLE, 14 MILES NORTHEAST
 EY2085'OF GREENVILLE, AND ON PROPERTY OF S.W. CARSON.  TO REACH FROM UNITED
 EY2085'STATES ROUTE 17, GO TO BATTS CROSSROADS WHICH IS ABOUT 11 MILES
 EY2085'SOUTH OF WILLIAMSTON AND 11 MILES NORTH OF WASHINGTON, TURN
 EY2085'NORTHWEST ONTO DIRT ROAD WHICH HAS ARROW SIGN BEAR GRASS 7 MILES
 EY2085'FOLLOW THIS ROAD 3.8 MILES, TAKE LEFT-HAND FORK 2.6 MILES TO ANOTHER
 EY2085'FORK, TURN RIGHT, CONTINUE 0.7 MILE (ACROSS BRIDGE) TO T-ROAD ON
 EY2085'RIGHT WITH ARROW SIGN ROBERSONVILLE 9-1/2 MILES, TURN RIGHT,
 EY2085'PROCEED 3.7 MILES TO ROAD LEADING LEFT (SOUTHWEST) AT CHURCH
 EY2085'(CONGLETON), FOLLOW THIS ROAD 0.2 MILE, TAKE T-ROAD TO RIGHT
 EY2085'OPPOSITE YELLOW HOUSE, AND CONTINUE 0.2 MILE TO STATION SITE.  TO
 EY2085'REACH FROM ROBERSONVILLE, FOLLOW SOUTH ON MAIN STREET AND
 EY2085'MAIN-TRAVELED ROAD 5.25 MILES FROM RAILROAD CROSSING TO FORK AT
 EY2085'CHURCH (CONGLETON), AND FOLLOW ABOVE DIRECTIONS FROM THIS POINT.
 EY2085'TO REACH FROM GREENVILLE, GO NORTH 3.8 MILES ON ROUTE 11, TAKE PAVED
 EY2085'RIGHT FORK JUST BEFORE REACHING GROUP OF SECTION HOUSES,
 EY2085'CONTINUE ON THIS ROAD 7.9 MILES (THROUGH TOWN OF STOKES WHERE
 EY2085'PAVEMENT ENDS) TO CROSSROAD WITH ARROW SIGN ROBERSONVILLE 8. WICHARD
 EY2085'2, TURN LEFT, GO 1.1 MILES, TAKE MAIN ROAD AT LEFT FORK, CONTINUE
 EY2085'1.2 MILES TO T-ROAD OPPOSITE THE YELLOW HOUSE DESCRIBED ABOVE AND
 EY2085'PROCEED 0.2 MILE TO STATION SITE. STATION IS 11 METERS (36 FEET)
 EY2085'NORTH OF CENTER LINE OF ROAD, 3 METERS (10 FEET) WEST OF WEST EDGE
 EY2085'OF CULTIVATED FIELD, 5.5 METERS (18 FEET) EAST OF CENTER LINE OF
 EY2085'WAGON ROAD LEADING INTO WOODS, AND 32.3 METERS (106 FEET) NORTHEAST
 EY2085'OF NORTHEAST CORNER OF NEGRO HOUSE.  SURFACE AND UNDERGROUND
 EY2085'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EY2085'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 EY2085'IS 2 FEET EAST OF TELEPHONE POLE, 4 METERS (13 FEET) EAST OF
 EY2085'CENTER LINE OF INTERSECTION OF T-ROAD, 10 METERS (33 FEET)
 EY2085'SOUTHWEST OF GROUP OF MAIL BOXES, ABOUT 40 METERS (131 FEET)
 EY2085'WEST-SOUTHWEST OF OLD HOUSE ON EAST SIDE OF ROAD, AND
 EY2085'APPROXIMATELY 0.2 MILE FROM STATION S 66 DEG 10 MIN E.
 EY2085'NO. 2 IS 4 METERS (13 FEET) SOUTH OF CENTER LINE OF ROAD, 11 METERS
 EY2085'(36 FEET) NORTHWEST OF NORTHWEST CORNER OF NEGRO HOUSE, AND 47.24
 EY2085'METERS (155.0 FEET) FROM STATION.  NO. 3
 EY2085'IS IN WOODS, 58 METERS (190 FEET) NORTH OF CENTER LINE OF MAIN ROAD,
 EY2085'3 METERS (10 FEET) WEST OF CENTER LINE OF WAGON ROAD, AND 46.78
 EY2085'METERS (153.5 FEET) FROM STATION.
 EY2085
 EY2085                          STATION RECOVERY (1959)
 EY2085
 EY2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 EY2085'THE STATION MARK, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3 WERE
 EY2085'RECOVERED AND FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 EY2085'RECOVERED. THE MARK WAS DESTROYED DURING ROAD CONSTRUCTION.
 EY2085'
 EY2085'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED BY THE DISTANCE
 EY2085'MISSES THE OLD MEASUREMENT 0.153 METERS. THE DIRECTION TO REFERENCE
 EY2085'MARK NO. 3 MISSES THE OLD DIRECTION 2 MINUTES AND 20.5 SECONDS AND
 EY2085'THE DISTANCE MISSES THE OLD MEASURMENT 0.012 METERS. THE STATION
 EY2085'SURFACE MARK WAS DUG UP AND WAS FOUND DIRECTLY OVER THE UNDERGROUND
 EY2085'MARK.
 EY2085'
 EY2085'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 EY2085'
 EY2085'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EY2085'
 EY2085'THE STATION IS ABOUT 17 MILES NORTHWEST OF WASHINGTON, 14 MILES
 EY2085'NORTHEAST OF GREENVILLE, 12.5 MILES SOUTHWEST OF WILLIAMSTON, 5.5
 EY2085'MILES SOUTH OF ROBERSONVILLE, AND ON LAND OWNED BY MR. S.W. CARSON.
 EY2085'
 EY2085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 EY2085'HIGHWAY 903 JUST NORTH OF THE BUSINESS DISTRICT IN ROBERSONVILLE, GO
 EY2085'SOUTH ON STATE HIGHWAY 903 FOR 5.6 MILES TO A FORK IN THE ROAD AT A
 EY2085'STORE AND A SERVICE STATION.  BEAR RIGHT AND CONTINUE ON STATE
 EY2085'HIGHWAY 903 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 EY2085'ON STATE HIGHWAY 903 FOR 0.1 MILE TO A BLACKTOP ROAD ON THE RIGHT.
 EY2085'TURN RIGHT ON THE BLACKTOP ROAD AND GO WESTERLY 0.2 MILE TO THE
 EY2085'STATION ON THE RIGHT.
 EY2085'
 EY2085'THE STATION MARK, A STANDARD DISK STAMPED CARSON 1931 1959, IS SET IN
 EY2085'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 EY2085'GROUND.  IT IS 94 FEET NORTH OF THE NORTHEAST CORNER OF AN OLD HOUSE,
 EY2085'87 FEET SOUTH OF A POWERLINE POLE, 43 FEET EAST OF A POWERLINE POLE
 EY2085'AND 30 FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD. A
 EY2085'STANDARD METAL WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 EY2085'
 EY2085'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARSON NO 2 1931, IS
 EY2085'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 43 FEET
 EY2085'WEST OF THE NORTHWEST CORNER OF THE OLD HOUSE AND 21.5 FEET SOUTH OF
 EY2085'THE CENTERLINE OF THE BLACKTOP ROAD.
 EY2085'
 EY2085'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CARSON NO 3 1931, IS
 EY2085'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 183 FEET
 EY2085'NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 63 FEET NORTH OF
 EY2085'THE OVERHEAD POWERLINE WIRES AND 11 FEET WEST OF THE CENTERLINE
 EY2085'OF A DIM TRACK ROAD.
 EY2085'
 EY2085'AZIMUTH MARK, A STANDARD DISK STAMPED CARSON 1931 RESET 1959, IS SET
 EY2085'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 30.5 FEET
 EY2085'WEST OF THE CENTERLINE OF THE HIGHWAY, 14 FEET SOUTH OF THE SOUTH
 EY2085'EDGE OF A DRAINAGE DITCH AND 1 FOOT SOUTH OF A POWERLINE POLE. A
 EY2085'STANDARD METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE MARK.
 EY2085'
 EY2085'NOTE-- A 116 FOOT TOWER WAS USED.
 EY2085
 EY2085                          STATION RECOVERY (1967)
 EY2085
 EY2085'RECOVERY NOTE BY US ENGINEERS 1967
 EY2085'STATION IS THE CENTER OF A STANDARD USC AND GS DISK STAMPED CARSON
 EY2085'1931 SET IN A CONCRETE MONUMENT.
 EY2085'
 EY2085'STATION IS LOCATED 36 FT. N OF CENTERLINE OF ROAD, AND 10 FT. W OF W
 EY2085'EDGE OF A CULTIVATED FIELD.
 EY2085'
 EY2085'TO REACH FROM U.S. HWY. 17, GO TO EATTS CROSSROADS WHICH IS ABOUT 11
 EY2085'MILES S OF WILLIAMSTON AND 11 MILES N OF WASHINGTON, TURN NW ON TO
 EY2085'DIRT ROAD WHICH HAS ARROW SIGN BEAR GRASS 7 MILES, FOLLOW THIS ROAD
 EY2085'3.8 MILES, TAKE LEFT-HAND FORK 2.6 MILES TO ANOTHER FORK, TURN
 EY2085'RIGHT, CONTINUE 0.7 MILE (ACROSS BRIDGE) TO T-ROAD ON RIGHT WITH
 EY2085'ARROW SIGN ROBERSONVILLE 9-1/2 MILES, TURN RIGHT, PROCEED 3.7 MILES
 EY2085'TO ROAD LEADING LEFT (SW) AT CHURCH (CONGLETON). FOLLOW THIS
 EY2085'ROAD 0.2 MILE, TAKE T-ROAD TO THE RIGHT, (OPPOSITE HOUSE) AND
 EY2085'CONTINUE 0.2 MILE TO STATION SITE.
 EY2085'
 EY2085'R.M. 1 WAS NOT RECOVERED.
 EY2085'
 EY2085'R.M. 2 IS 155 FT. SW OF STATION ON M.AZ. OF 247 DEG. IT IS STAMPED
 EY2085'CARSON 2 1931.
 EY2085'
 EY2085'R.M. 3 IS APPROXIMATELY 180 FT. FROM THE STATION ON M.AZ. OF 345 DEG.
 EY2085'IT IS STAMPED CARSON 3 1931.
 EY2085'
 EY2085'AZ.MK. IS APPROXIMATELY 0.2 MILE FROM STATION ON M.AZ. OF 92 DEG. IT
 EY2085'IS STAMPED CARSON 1931 (RESET 1959).
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA3497 ***********************************************************************
 FA3497  DESIGNATION -  CARSWELL
 FA3497  PID         -  FA3497
 FA3497  STATE/COUNTY-  NC/BURKE
 FA3497  USGS QUAD   -  MORGANTON SOUTH (1993)
 FA3497
 FA3497                         *CURRENT SURVEY CONTROL
 FA3497  ___________________________________________________________________
 FA3497* NAD 83(2001)-  35 41 25.60980(N)    081 43 23.95596(W)     ADJUSTED  
 FA3497* NAVD 88     -       371.2    (meters)    1218.     (feet)  VERTCON   
 FA3497  ___________________________________________________________________
 FA3497  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 FA3497  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 FA3497  HORZ ORDER  -  SECOND
 FA3497
 FA3497.The horizontal coordinates were established by classical geodetic methods
 FA3497.and adjusted by the National Geodetic Survey in August 2005.
 FA3497
 FA3497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA3497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA3497
 FA3497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA3497
 FA3497.The geoid height was determined by GEOID03.
 FA3497
 FA3497;                    North         East     Units Scale Factor Converg.
 FA3497;SPC NC       -   218,637.059   363,155.655   MT  0.99990182   -1 34 18.6
 FA3497;SPC NC       -   717,311.75  1,191,453.18   sFT  0.99990182   -1 34 18.6
 FA3497;UTM  17      - 3,949,856.420   434,554.413   MT  0.99965278   -0 25 19.2
 FA3497
 FA3497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA3497!SPC NC       -   0.99994678  x   0.99990182  =   0.99984861
 FA3497!UTM  17      -   0.99994678  x   0.99965278  =   0.99959958
 FA3497
 FA3497:                Primary Azimuth Mark                     Grid Az
 FA3497:SPC NC       -  YARD                                     058 05 27.6
 FA3497:UTM  17      -  YARD                                     056 56 28.2
 FA3497
 FA3497|---------------------------------------------------------------------|
 FA3497| PID    Reference Object                     Distance      Geod. Az  |
 FA3497|                                                           dddmmss.s |
 FA3497| FA3496 YARD                                409.725 METERS 0563109.0 |
 FA3497|---------------------------------------------------------------------|
 FA3497
 FA3497                          SUPERSEDED SURVEY CONTROL
 FA3497
 FA3497  NAD 83(1995)-  35 41 25.61318(N)    081 43 23.95585(W) AD(       ) 2
 FA3497  NAD 83(1986)-  35 41 25.61710(N)    081 43 23.95641(W) AD(       ) 2
 FA3497  NAD 27      -  35 41 25.16010(N)    081 43 24.60267(W) AD(       ) 2
 FA3497  NGVD 29 (07/19/86)  371.3    (m)         1218.     (f) VERT ANG    3  
 FA3497
 FA3497.Superseded values are not recommended for survey control.
 FA3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA3497.See file dsdata.txt to determine how the superseded data were derived.
 FA3497
 FA3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV3455449856(NAD 83)
 FA3497_MARKER: DE = TRAVERSE STATION DISK
 FA3497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA3497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA3497_STAMPING: CARSWELL 1975
 FA3497_MARK LOGO: NCGS  
 FA3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA3497+STABILITY: SURFACE MOTION
 FA3497
 FA3497  HISTORY     - Date     Condition        Report By
 FA3497  HISTORY     - 1975     MONUMENTED       NCGS
 FA3497
 FA3497                          STATION DESCRIPTION
 FA3497
 FA3497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1975 (JWC)
 FA3497'CARSWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN
 FA3497'THE VICINITY OF MORGANTON, NORTH CAROLINA.
 FA3497'
 FA3497'CARSWELL IS LOCATED APPROXIMATELY 4.3 MILES SSW OF MORGANTON, AND
 FA3497'4.0 MILES SE OF GLEN ALPINE.  TO REACH STATION FROM THE U.S. 64
 FA3497'OVERPASS OF I-40 AT MORGANTON, PROCEED SW ALONG U.S. 64 FOR 2.7
 FA3497'MILES TO CURVE, AND STATION ON RIGHT, APPROXIMATELY 200 FEET SSW OF
 FA3497'A GREEN HOUSE, AND 0.3 MILE SW OF INTERSECTION WITH SR 1949 (LEADING
 FA3497'TO SALEM SCHOOL).
 FA3497'
 FA3497'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA3497'CARSWELL 1975, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA3497'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FA3497'
 FA3497'MARK IS 36.3 FT NW OF C/L OF U.S. 64
 FA3497'
 FA3497'46.0 FT WSW OF APPROXIMATELY C/L OF DRIVEWAY
 FA3497'
 FA3497'59.7 FT ENE OF 6 IN PINE WITH ALUMINUM REF. TAG
 FA3497'
 FA3497'17.0 FT SE OF 10 IN PINE WITH ALUMINUM REF. TAG
 FA3497'
 FA3497'40.7 FT S OF 6 IN OAK WITH ALUMINUM REF. TAG
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FW1714 ***********************************************************************
 FW1714  DESIGNATION -  CART
 FW1714  PID         -  FW1714
 FW1714  STATE/COUNTY-  NC/CURRITUCK
 FW1714  USGS QUAD   -  CAMDEN POINT (1982)
 FW1714
 FW1714                         *CURRENT SURVEY CONTROL
 FW1714  ___________________________________________________________________
 FW1714* NAD 83(2001)-  36 14 33.46354(N)    075 52 41.14336(W)     ADJUSTED  
 FW1714* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 FW1714  ___________________________________________________________________
 FW1714  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 FW1714  GEOID HEIGHT-         -38.71  (meters)                     GEOID03
 FW1714  HORZ ORDER  -  SECOND
 FW1714
 FW1714.The horizontal coordinates were established by classical geodetic methods
 FW1714.and adjusted by the National Geodetic Survey in August 2005.
 FW1714
 FW1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 FW1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FW1714
 FW1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FW1714
 FW1714.The geoid height was determined by GEOID03.
 FW1714
 FW1714;                    North         East     Units Scale Factor Converg.
 FW1714;SPC NC       -   280,935.039   890,178.844   MT  1.00002209   +1 48 06.7
 FW1714;SPC NC       -   921,701.04  2,920,528.42   sFT  1.00002209   +1 48 06.7
 FW1714;UTM  18      - 4,011,217.526   421,101.544   MT  0.99967670   -0 31 09.0
 FW1714
 FW1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FW1714!SPC NC       -   1.00000548  x   1.00002209  =   1.00002757
 FW1714!UTM  18      -   1.00000548  x   0.99967670  =   0.99968217
 FW1714
 FW1714                          SUPERSEDED SURVEY CONTROL
 FW1714
 FW1714  NAD 83(1993)-  36 14 33.47303(N)    075 52 41.15818(W) AD(       ) 2
 FW1714  NAD 83(1986)-  36 14 33.47613(N)    075 52 41.17395(W) AD(       ) 2
 FW1714  NGVD 29 (11/01/90)    4.1    (m)           13.     (f) VERT ANG    3  
 FW1714
 FW1714.Superseded values are not recommended for survey control.
 FW1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FW1714.See file dsdata.txt to determine how the superseded data were derived.
 FW1714
 FW1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVF2110211218(NAD 83)
 FW1714_MARKER: DE = TRAVERSE STATION DISK
 FW1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FW1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FW1714_STAMPING: CART 1978
 FW1714_MARK LOGO: NCGS  
 FW1714_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FW1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FW1714+STABILITY: SURFACE MOTION
 FW1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FW1714+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 FW1714
 FW1714  HISTORY     - Date     Condition        Report By
 FW1714  HISTORY     - 1978     MONUMENTED       NCGS
 FW1714  HISTORY     - 20040929 SEE DESCRIPTION  NCGS
 FW1714
 FW1714                          STATION DESCRIPTION
 FW1714
 FW1714'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (LFS)
 FW1714'THE STATION IS LOCATED APPROXIMATELY 0.3 MILE SOUTHWEST OF GRANDY AND
 FW1714'3.0 MILES NORTHWEST OF JARVISBURG.
 FW1714'
 FW1714'TO REACH THE STATION FROM THE INTERSECTION OF US 158 WITH SR 1125 AT
 FW1714'GRANDY POST OFFICE, PROCEED SOUTHEAST ALONG US 158 FOR 0.3 MILE TO
 FW1714'SR 1131 AND STATION ON LEFT IN GRASS AREA BETWEEN A CROSSOVER AND
 FW1714'CARTWRIGHTS BARBER SHOP.
 FW1714'
 FW1714'STATION MARK IS A STANDARD DISK STAMPED---CART 1978---SET IN TOP OF A
 FW1714'10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE.  MARK IS
 FW1714'71.1 FEET NORTHEAST OF THE CENTERLINE OF US 158, 33.9 FEET WEST OF THE
 FW1714'CENTERLINE OF SR 1131, 89.2 FEET SOUTH-SOUTHEAST OF CENTER PORCH POST
 FW1714'OF BARBER SHOP, 39.5 FEET NORTH-NORTHWEST OF --STOP-- SIGN POST WITH
 FW1714'REFERENCE TAG AND 69.6 FEET EAST-SOUTHEAST OF POWER POLE BK71/163X/247
 FW1714'WITH REFERENCE TAG.
 FW1714
 FW1714                          STATION RECOVERY (2004)
 FW1714
 FW1714'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (EJH)
 FW1714'NOT FOUND USING HAND HELD MAPPING GRADE GPS RECEIVER.  COORDINATES
 FW1714'PLACE LOCATION UNDER ASPHALT OF SR 1131.  BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ6641 ***********************************************************************
 EZ6641  DESIGNATION -  CARTEL
 EZ6641  PID         -  EZ6641
 EZ6641  STATE/COUNTY-  NC/WAKE
 EZ6641  USGS QUAD   -  FUQUAY-VARINA (1993)
 EZ6641
 EZ6641                         *CURRENT SURVEY CONTROL
 EZ6641  ___________________________________________________________________
 EZ6641* NAD 83(2001)-  35 35 14.80957(N)    078 48 00.07424(W)     ADJUSTED  
 EZ6641* NAVD 88     -       124.0    (meters)     407.     (feet)  VERTCON   
 EZ6641  ___________________________________________________________________
 EZ6641  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 EZ6641  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 EZ6641  HORZ ORDER  -  SECOND
 EZ6641
 EZ6641.The horizontal coordinates were established by classical geodetic methods
 EZ6641.and adjusted by the National Geodetic Survey in August 2005.
 EZ6641
 EZ6641.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ6641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ6641
 EZ6641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ6641
 EZ6641.The geoid height was determined by GEOID03.
 EZ6641
 EZ6641;                    North         East     Units Scale Factor Converg.
 EZ6641;SPC NC       -   203,847.775   627,723.530   MT  0.99988970   +0 06 55.5
 EZ6641;SPC NC       -   668,790.58  2,059,456.28   sFT  0.99988970   +0 06 55.5
 EZ6641;UTM  17      - 3,940,419.439   699,322.411   MT  1.00008961   +1 16 50.5
 EZ6641
 EZ6641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ6641!SPC NC       -   0.99998567  x   0.99988970  =   0.99987537
 EZ6641!UTM  17      -   0.99998567  x   1.00008961  =   1.00007528
 EZ6641
 EZ6641                          SUPERSEDED SURVEY CONTROL
 EZ6641
 EZ6641  NAD 83(1986)-  35 35 14.80875(N)    078 48 00.08341(W) AD(       ) 2
 EZ6641  NGVD 29 (03/10/93)  124.3    (m)          408.     (f) VERT ANG    3  
 EZ6641
 EZ6641.Superseded values are not recommended for survey control.
 EZ6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ6641.See file dsdata.txt to determine how the superseded data were derived.
 EZ6641
 EZ6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9932240419(NAD 83)
 EZ6641_MARKER: DE = TRAVERSE STATION DISK
 EZ6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ6641_SP_SET: CONCRETE POST
 EZ6641_STAMPING: CARTEL 1983
 EZ6641_MARK LOGO: NCGS  
 EZ6641_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 EZ6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ6641+STABILITY: SURFACE MOTION
 EZ6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EZ6641+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2007
 EZ6641
 EZ6641  HISTORY     - Date     Condition        Report By
 EZ6641  HISTORY     - 1983     MONUMENTED       NCGS
 EZ6641  HISTORY     - 20060411 MARK NOT FOUND   NCGS
 EZ6641  HISTORY     - 20070818 GOOD             GEOCAC
 EZ6641
 EZ6641                          STATION DESCRIPTION
 EZ6641
 EZ6641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983
 EZ6641'STATION IS LOCATED IN FUQUAY VARINA.
 EZ6641'ALONG US 401 (MAIN STREET), BETWEEN INTERSECTIONS WITH CHURCH AND
 EZ6641'JONES STREETS, AT ENTRANCE DRIVE TO CAROLINA TELEPHONE COMPANY.
 EZ6641'THE STATION IS A STANDARD NCGS DISK STAMPED---CARTEL 1983---, SET INTO
 EZ6641'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH
 EZ6641'GROUND.  LOCATED 10.97 METERS (36.0 FT) WEST FROM THE CENTERLINE OF
 EZ6641'THE HIGHWAY, 36.6 METERS (120 FT) SOUTH-SOUTHWEST OF THE INTERSECTION
 EZ6641'WITH CHURCH STREE, 4.72 METERS (15.5 FT) NORTH OF THE CENTERLINE OF
 EZ6641'THE DRIVE TO CAROLINA TELEPHONE AND TELEGRAPH COMPANY, 1.65 METERS
 EZ6641'(5.4 FT) NORTHWEST OF THE CURB, 2.10 METERS (6.9 FT) NORTHEAST OF THE
 EZ6641'SOUTHEAST CORNER OF A CHAIN LINK FENCE, 14.23 METERS (46.7 FT) NORTH
 EZ6641'OF A POWER POLE WITH A REFERENCE TAG, AND 14.51 METERS (47.6 FT) SOUTH
 EZ6641'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE.
 EZ6641'STATION IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 EZ6641
 EZ6641                          STATION RECOVERY (2006)
 EZ6641
 EZ6641'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2006 (WMK)
 EZ6641'NOT FOUND, SHOULD BE CONSIDERED DESTROYED.  HOLE FOUND, WHERE MONUMENT
 EZ6641'SHOULD BE.  HAND HELD MAPPING GRADE GPS RECEIVER WAS USED.
 EZ6641
 EZ6641                          STATION RECOVERY (2007)
 EZ6641
 EZ6641'RECOVERY NOTE BY GEOCACHING 2007 (PFF)
 EZ6641'RECESSED 1 INCH. THE FORMER CAROLINA TELEPHONE COMPANY IS NOW EMBARQ.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1007 ***********************************************************************
 EZ1007  DESIGNATION -  CARTER
 EZ1007  PID         -  EZ1007
 EZ1007  STATE/COUNTY-  NC/WAKE
 EZ1007  USGS QUAD   -  LAKE WHEELER (1993)
 EZ1007
 EZ1007                         *CURRENT SURVEY CONTROL
 EZ1007  ___________________________________________________________________
 EZ1007* NAD 83(2001)-  35 43 18.35407(N)    078 39 11.75421(W)     ADJUSTED  
 EZ1007* NAVD 88     -       107.340  (meters)     352.16   (feet)  ADJUSTED  
 EZ1007  ___________________________________________________________________
 EZ1007  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 EZ1007  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 EZ1007  DYNAMIC HT  -         107.246 (meters)     351.86  (feet)  COMP
 EZ1007  MODELED GRAV-     979,757.1   (mgal)                       NAVD 88
 EZ1007
 EZ1007  HORZ ORDER  -  SECOND
 EZ1007  VERT ORDER  -  SECOND    CLASS 0
 EZ1007
 EZ1007.The horizontal coordinates were established by classical geodetic methods
 EZ1007.and adjusted by the National Geodetic Survey in August 2005.
 EZ1007
 EZ1007.The orthometric height was determined by differential leveling
 EZ1007.and adjusted in June 1991.
 EZ1007
 EZ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1007
 EZ1007.The geoid height was determined by GEOID03.
 EZ1007
 EZ1007.The dynamic height is computed by dividing the NAVD 88
 EZ1007.geopotential number by the normal gravity value computed on the
 EZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1007.degrees latitude (g = 980.6199 gals.).
 EZ1007
 EZ1007.The modeled gravity was interpolated from observed gravity values.
 EZ1007
 EZ1007;                    North         East     Units Scale Factor Converg.
 EZ1007;SPC NC       -   218,785.701   640,970.560   MT  0.99990615   +0 12 00.5
 EZ1007;SPC NC       -   717,799.42  2,102,917.58   sFT  0.99990615   +0 12 00.5
 EZ1007;UTM  17      - 3,955,627.671   712,265.140   MT  1.00015525   +1 22 14.3
 EZ1007
 EZ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1007!SPC NC       -   0.99998833  x   0.99990615  =   0.99989448
 EZ1007!UTM  17      -   0.99998833  x   1.00015525  =   1.00014358
 EZ1007
 EZ1007:                Primary Azimuth Mark                     Grid Az
 EZ1007:SPC NC       -  CARL                                     030 46 49.5
 EZ1007:UTM  17      -  CARL                                     029 36 35.7
 EZ1007
 EZ1007|---------------------------------------------------------------------|
 EZ1007| PID    Reference Object                     Distance      Geod. Az  |
 EZ1007|                                                           dddmmss.s |
 EZ1007| EZ1004 CARL                                APPROX. 0.6 KM 0305850.0 |
 EZ1007|---------------------------------------------------------------------|
 EZ1007
 EZ1007                          SUPERSEDED SURVEY CONTROL
 EZ1007
 EZ1007  NAD 83(1986)-  35 43 18.35991(N)    078 39 11.76383(W) AD(       ) 2
 EZ1007  NAD 27      -  35 43 17.80745(N)    078 39 12.74682(W) AD(       ) 2
 EZ1007  NGVD 29 (??/??/92)  107.607  (m)          353.04   (f) ADJ UNCH    2 0
 EZ1007
 EZ1007.Superseded values are not recommended for survey control.
 EZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1007.See file dsdata.txt to determine how the superseded data were derived.
 EZ1007
 EZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1226555628(NAD 83)
 EZ1007_MARKER: DE = TRAVERSE STATION DISK
 EZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ1007_STAMPING: CARTER 1967
 EZ1007_MARK LOGO: NCGS  
 EZ1007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1007+STABILITY: SURFACE MOTION
 EZ1007
 EZ1007  HISTORY     - Date     Condition        Report By
 EZ1007  HISTORY     - 1967     MONUMENTED       NCGS
 EZ1007  HISTORY     - 1973     GOOD             NCGS
 EZ1007  HISTORY     - 1973     GOOD             NCGS
 EZ1007  HISTORY     - 1987     GOOD             USPSQD
 EZ1007  HISTORY     - 19940831 SEE DESCRIPTION  NCGS
 EZ1007  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 EZ1007
 EZ1007                          STATION DESCRIPTION
 EZ1007
 EZ1007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ1007'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ1007'IN THE VICINITY OF RALEIGH, NORTH CAROLINA.
 EZ1007'
 EZ1007'CARTER IS 4.1 MILES SOUTH OF THE CENTER OF RALEIGH.  TO REACH
 EZ1007'STATION PROCEED FROM THE DIVISION OF U.S. 401 AND U.S. 70 - NC
 EZ1007'50 FOR 3.2 MILES SOUTH OF RALEIGH.  GO SOUTH ON U.S. 401 FOR
 EZ1007'0.5 MILE TO STATION.  WHICH IS LOCATED 0.7 MILE NORTH OF
 EZ1007'INTERSECTION OF SR 1006 (STAGE COACH RD.), ON WEST BANK OF
 EZ1007'U.S. 401 SOUTH BOUND LANE, APPROXIMATELY 225 FT NORTH OF
 EZ1007'DRIVEWAY TO FOWLERS NURSERY, IN THE NORTHWEST END OF A CLEAR
 EZ1007'AREA, AND 6 FT SOUTH OF THE NORTHEAST END OF CURVING HEDGE.
 EZ1007'
 EZ1007'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ1007'CARTER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 EZ1007'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ1007'
 EZ1007'MARK IS
 EZ1007'
 EZ1007'34.2 FT WNW OF C/L OF U.S. 401 S BOUND LANE
 EZ1007'
 EZ1007'36.9 FT SW OF S END OF CULVERT OF DRIVEWAY TO ONE STORY
 EZ1007'FRAME HOUSE
 EZ1007'
 EZ1007'20.7 FT SW OF PROPERTY CORNER IRON PIPE
 EZ1007'
 EZ1007'30.6 FT S OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ1007'
 EZ1007'26.5 FT SE OF 12 INCH OAK TREE WITH ALUMINUM REF. TAG
 EZ1007'
 EZ1007'60.9 FT NE OF PP 2 85 WITH ALUMINUM REF. TAG
 EZ1007
 EZ1007                          STATION RECOVERY (1973)
 EZ1007
 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1007'2.9 MI WNW FROM GARNER.
 EZ1007'CARTER IS LOCATED APPROXIMATELY 4.1 MILES SOUTH OF CAPITOL SQUARE
 EZ1007'IN RALEIGH.  TO REACH STATION FROM THE INTERSECTION OF SOUTH
 EZ1007'BOUND LANES OF U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS
 EZ1007'SHOPPING CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 0.5 MILES
 EZ1007'TO STATION ON THE RIGHT, APPROXIMATELY 300 FT NORTH OF FOWLERS
 EZ1007'NURSERY, AND ACROSS HIGHWAY FROM SOUTHERNMOST DRIVEWAY TO A TWO
 EZ1007'STORY WHITE FRAME HOUSE, 0.65 MILES NE OF SR 1006 (OLD STAGE
 EZ1007'ROAD), 34.2 FT WNW OF C/L OF SOUTH BOUND LANE OF U.S. 401, 36.9
 EZ1007'FT SW OF S END OF CONCRETE CULVERT UNDER DRIVEWAY TO ONE STORY
 EZ1007'FRAME HOUSE, 20.7 FT SW OF IRON PIPE PROPERTY CORNER, 30.6 FT
 EZ1007'S OF 48 IN OAK WITH ALUMINUM REF. TAG, 60.5 FT NE OF PP 285 WITH
 EZ1007'ALUMINUM REF. TAG, AND 20.5 FT N OF SIGN POST WITH ALUMINUM REF.
 EZ1007'TAG.  DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE SURFACE
 EZ1007'OF THE GROUND.
 EZ1007
 EZ1007                          STATION RECOVERY (1973)
 EZ1007
 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973
 EZ1007'LOCATED APPROXIMATELY 4.1 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO
 EZ1007'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US
 EZ1007'70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED
 EZ1007'SOUTHERLY ALONG US 401 FOR 0.5 MILES TO STATION ON THE RIGHT,
 EZ1007'APPROXIMATELY 300 FT. NORTH OF FOWLERS NURSERY, AND ACROSS HIGHWAY
 EZ1007'FROM SOUTHERNMOST DRIVEWAY TO A TWO STORY WHITE FRAME HOUSE, 0.65
 EZ1007'MILES NE OF SR 1006 (OLD STAGE ROAD).  34.2 FT. WNW OF C/L OF SOUTH
 EZ1007'BOUND LANE OF US 401, 36.9 FT. SW OF S END OF CONCRETE CULVERT UNDER
 EZ1007'DRIVEWAY TO ONE STORY FRAME HOUSE, 20.7 FT. SW OF IRON PIPE PROPERTY
 EZ1007'CORNER, 30.6 FT. S OF 48 IN. OAK WITH ALUMINUM REF. TAG, 60.5 FT. NE
 EZ1007'OF PP NO. 285 WITH ALUMINUM REF. TAG, AND 20.5 FT. N OF SIGN POST WITH
 EZ1007'ALUMINUM REF. TAG.  DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE
 EZ1007'SURFACE OF THE GROUND.
 EZ1007
 EZ1007                          STATION RECOVERY (1987)
 EZ1007
 EZ1007'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB)
 EZ1007'RECOVERED IN GOOD CONDITION.
 EZ1007
 EZ1007                          STATION RECOVERY (1994)
 EZ1007
 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG)
 EZ1007'MARK WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY
 EZ1007'CONSTRUCTION OF THE ENTRANCE TO A KMART.
 EZ1007
 EZ1007                          STATION RECOVERY (2004)
 EZ1007
 EZ1007'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 EZ1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY2345 ***********************************************************************
 FY2345  DESIGNATION -  CARTER
 FY2345  PID         -  FY2345
 FY2345  STATE/COUNTY-  NC/CASWELL
 FY2345  USGS QUAD   -  YANCEYVILLE (1994)
 FY2345
 FY2345                         *CURRENT SURVEY CONTROL
 FY2345  ___________________________________________________________________
 FY2345* NAD 83(2001)-  36 23 39.99952(N)    079 15 29.09557(W)     ADJUSTED  
 FY2345* NAVD 88     -       192.313  (meters)     630.95   (feet)  ADJUSTED  
 FY2345  ___________________________________________________________________
 FY2345  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 FY2345  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 FY2345  DYNAMIC HT  -         192.161 (meters)     630.45  (feet)  COMP
 FY2345  MODELED GRAV-     979,836.4   (mgal)                       NAVD 88
 FY2345
 FY2345  HORZ ORDER  -  SECOND
 FY2345  VERT ORDER  -  FIRST     CLASS II
 FY2345
 FY2345.The horizontal coordinates were established by classical geodetic methods
 FY2345.and adjusted by the National Geodetic Survey in August 2005.
 FY2345
 FY2345.The orthometric height was determined by differential leveling
 FY2345.and adjusted in June 1991.
 FY2345
 FY2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY2345
 FY2345.The geoid height was determined by GEOID03.
 FY2345
 FY2345.The dynamic height is computed by dividing the NAVD 88
 FY2345.geopotential number by the normal gravity value computed on the
 FY2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FY2345.degrees latitude (g = 980.6199 gals.).
 FY2345
 FY2345.The modeled gravity was interpolated from observed gravity values.
 FY2345
 FY2345;                    North         East     Units Scale Factor Converg.
 FY2345;SPC NC       -   293,399.870   586,446.386   MT  1.00007154   -0 08 56.2
 FY2345;SPC NC       -   962,596.07  1,924,032.85   sFT  1.00007154   -0 08 56.2
 FY2345;UTM  17      - 4,029,108.773   656,216.576   MT  0.99990068   +1 02 01.5
 FY2345
 FY2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY2345!SPC NC       -   0.99997470  x   1.00007154  =   1.00004623
 FY2345!UTM  17      -   0.99997470  x   0.99990068  =   0.99987538
 FY2345
 FY2345                          SUPERSEDED SURVEY CONTROL
 FY2345
 FY2345  NAD 83(1993)-  36 23 40.00056(N)    079 15 29.09863(W) AD(       ) 2
 FY2345  NAD 83(1986)-  36 23 40.00428(N)    079 15 29.10085(W) AD(       ) 2
 FY2345  NGVD 29 (03/05/92)  192.541  (m)          631.69   (f) ADJUSTED    1 2
 FY2345
 FY2345.Superseded values are not recommended for survey control.
 FY2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY2345.See file dsdata.txt to determine how the superseded data were derived.
 FY2345
 FY2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA5621729109(NAD 83)
 FY2345_MARKER: DE = TRAVERSE STATION DISK
 FY2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY2345_SP_SET: CONCRETE POST
 FY2345_STAMPING: CARTER 1982
 FY2345_MARK LOGO: NCGS  
 FY2345_PROJECTION: RECESSED 3 CENTIMETERS
 FY2345_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FY2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY2345+STABILITY: SURFACE MOTION
 FY2345
 FY2345  HISTORY     - Date     Condition        Report By
 FY2345  HISTORY     - 1982     MONUMENTED       NCGS
 FY2345  HISTORY     - 1982     GOOD             NCGS
 FY2345  HISTORY     - 1985     GOOD             USPSQD
 FY2345
 FY2345                          STATION DESCRIPTION
 FY2345
 FY2345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FY2345'4.3 MI EAST FROM YANCEYVILLE.
 FY2345'ALONG US 158, 1.05 MILES NORTHEAST OF THE INTERSECTION WITH NC 86
 FY2345'AND SR 1734 AT PLEASANT GROVE, IN SOUTH CORNER OF YARD OF TWO STORY
 FY2345'WHITE HOUSE AND G.C. CARTER AUTO REPAIR SHOP, AND 0.1 MILE NORTH OF
 FY2345'SR 1733, 24.6 FEET WEST-NORTHWEST OF CENTERLINE OF HIGHWAY, 105.2
 FY2345'FEET SOUTHEAST OF SOUTH CORNER OF PORCH, 96.6 FEET SOUTH-SOUTHWEST
 FY2345'OF CENTERLINE OF DRIVEWAY TO BRICK HOUSE, 73.2 FEET EAST-SOUTHEAST
 FY2345'OF 40 INCH OAK, 54.7 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER
 FY2345'AND WITH REFERENCE TAG AND 53.1 FEET NORTH-NORTHEAST OF BASE OF
 FY2345'GUY WIRE.
 FY2345'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 FY2345
 FY2345                          STATION RECOVERY (1985)
 FY2345
 FY2345'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB)
 FY2345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ1993 ***********************************************************************
 EZ1993  DESIGNATION -  CARTER
 EZ1993  PID         -  EZ1993
 EZ1993  STATE/COUNTY-  NC/LEE
 EZ1993  USGS QUAD   -  BROADWAY (1981)
 EZ1993
 EZ1993                         *CURRENT SURVEY CONTROL
 EZ1993  ___________________________________________________________________
 EZ1993* NAD 83(2001)-  35 24 48.24298(N)    079 07 01.55183(W)     ADJUSTED  
 EZ1993* NAVD 88     -       119.409  (meters)     391.76   (feet)  ADJUSTED  
 EZ1993  ___________________________________________________________________
 EZ1993  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 EZ1993  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 EZ1993  DYNAMIC HT  -         119.304 (meters)     391.42  (feet)  COMP
 EZ1993  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 EZ1993
 EZ1993  HORZ ORDER  -  SECOND
 EZ1993  VERT ORDER  -  FIRST     CLASS II
 EZ1993
 EZ1993.The horizontal coordinates were established by classical geodetic methods
 EZ1993.and adjusted by the National Geodetic Survey in August 2005.
 EZ1993
 EZ1993.The orthometric height was determined by differential leveling
 EZ1993.and adjusted in June 1991.
 EZ1993
 EZ1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ1993
 EZ1993.The geoid height was determined by GEOID03.
 EZ1993
 EZ1993.The dynamic height is computed by dividing the NAVD 88
 EZ1993.geopotential number by the normal gravity value computed on the
 EZ1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ1993.degrees latitude (g = 980.6199 gals.).
 EZ1993
 EZ1993.The modeled gravity was interpolated from observed gravity values.
 EZ1993
 EZ1993;                    North         East     Units Scale Factor Converg.
 EZ1993;SPC NC       -   184,527.671   598,966.939   MT  0.99987656   -0 04 03.3
 EZ1993;SPC NC       -   605,404.53  1,965,110.70   sFT  0.99987656   -0 04 03.3
 EZ1993;UTM  17      - 3,920,517.355   670,959.526   MT  0.99996019   +1 05 28.9
 EZ1993
 EZ1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ1993!SPC NC       -   0.99998626  x   0.99987656  =   0.99986282
 EZ1993!UTM  17      -   0.99998626  x   0.99996019  =   0.99994645
 EZ1993
 EZ1993|---------------------------------------------------------------------|
 EZ1993| PID    Reference Object                     Distance      Geod. Az  |
 EZ1993|                                                           dddmmss.s |
 EZ1993| EZ1994 FASICK                              346.186 METERS 16528     |
 EZ1993|---------------------------------------------------------------------|
 EZ1993
 EZ1993                          SUPERSEDED SURVEY CONTROL
 EZ1993
 EZ1993  NAD 83(1986)-  35 24 48.24810(N)    079 07 01.55119(W) AD(       ) 2
 EZ1993  NAD 27      -  35 24 47.68032(N)    079 07 02.46984(W) AD(       ) 2
 EZ1993  NGVD 29 (10/06/93)  119.639  (m)          392.52   (f) ADJUSTED    1 2
 EZ1993
 EZ1993.Superseded values are not recommended for survey control.
 EZ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ1993.See file dsdata.txt to determine how the superseded data were derived.
 EZ1993
 EZ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV7096020517(NAD 83)
 EZ1993_MARKER: DE = TRAVERSE STATION DISK
 EZ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ1993_SP_SET: CONCRETE POST
 EZ1993_STAMPING: CARTER 1970
 EZ1993_MARK LOGO: NCGS  
 EZ1993_PROJECTION: FLUSH
 EZ1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ1993+STABILITY: SURFACE MOTION
 EZ1993
 EZ1993  HISTORY     - Date     Condition        Report By
 EZ1993  HISTORY     - 1970     MONUMENTED       NCGS
 EZ1993  HISTORY     - 1980     GOOD             NCGS
 EZ1993  HISTORY     - 1980     GOOD             NCGS
 EZ1993
 EZ1993                          STATION DESCRIPTION
 EZ1993
 EZ1993'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM)
 EZ1993'CARTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ1993'VICINITY OF SWANN, NORTH CAROLINA.
 EZ1993'
 EZ1993'CARTER IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF SWANN AND 4.5
 EZ1993'MILES SOUTHEAST OF SANFORD.  TO REACH STATION PROCEED FROM THE
 EZ1993'INTERSECTION OF US 421, NC 42 GOING EAST WITH NC 87 SOUTH AND NC 78
 EZ1993'WEST IN THE SUBURB OF SANFORD KNOWN AS JONESBORO, GO SOUTH ON NC
 EZ1993'87 FOR 3.2 MILES TO THE SOUTH END OF LOOP RD. (SR 1138), CONTINUE
 EZ1993'SOUTH ON NC 87 FOR 0.6 MILE TO STATION ON THE RIGHT, IN THE
 EZ1993'NORTHEAST CORNER OF YARD OWNED BY MR. CARTER AND 1.05 MILES
 EZ1993'NORTH OF SR 1142 AND SR 1140.
 EZ1993'
 EZ1993'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED
 EZ1993'CARTER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH
 EZ1993'IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 EZ1993'
 EZ1993'MARK IS--
 EZ1993'50.1 FEET W OF C/L OF NC 87.
 EZ1993'6.0 FEET E OF ALUMINUM REF. TAG ON SERVICE PP NO. 1053.
 EZ1993'88.0 FEET ENE OF NE CORNER OF ONE STORY RED BRICK HOME.
 EZ1993'48.0 FEET SE OF ALUMINUM REF. TAG ON 6 INCH PINE.
 EZ1993'61.7 FEET NNE OF 3 INCH DOGWOOD IN FRONT YARD (SE CORNER).
 EZ1993
 EZ1993                          STATION RECOVERY (1980)
 EZ1993
 EZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ1993'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRITPION IS
 EZ1993'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE MARK IS 23.1 FEET
 EZ1993'NORTHEAST OF A 4 INCH SYCAMORE AND 63.0 FEET NORTH OF A 5 INCH
 EZ1993'SYCAMORE.  THE DISK IS FLUSH WITH THE GROUND SURFACE.
 EZ1993
 EZ1993                          STATION RECOVERY (1980)
 EZ1993
 EZ1993'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ1993'4.5 MI SE FROM SANFORD.
 EZ1993'3.75 MILES SOUTHEAST ALONG N.C. 87, FROM INTERSECTION WITH U.S. 421-
 EZ1993'N.C. 42 AND N.C. 78 IN SOUTHEAST SANFORD, INT NORTHEAST CORNER OF
 EZ1993'YARD OF CARTERS BRICK HOUSE AND 0.95 MILE NORTH OF UPPER LITTLE RIVER
 EZ1993'BRIDGE, 50.1 FEET WEST OF CENTERLINE OF HIGHWAY, 88.0 FEET EAST OF
 EZ1993'NORHTEAST CORNER OF HOUSE, 48.0 FEET SOUTHEAST OF 10 INCH PINE WITH
 EZ1993'REFERENCE TAG, 23.1 FEET NORTHEAST OF 4 INCH SYCAMORE TREE AND
 EZ1993'63.0 FEET NORTH OF 5 INCH SYCAMORE TREE.
 EZ1993'THE MARK IS 4.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ2094 ***********************************************************************
 EZ2094  DESIGNATION -  CARTER
 EZ2094  PID         -  EZ2094
 EZ2094  STATE/COUNTY-  NC/MOORE
 EZ2094  USGS QUAD   -  VASS (1974)
 EZ2094
 EZ2094                         *CURRENT SURVEY CONTROL
 EZ2094  ___________________________________________________________________
 EZ2094* NAD 83(2001)-  35 18 04.73897(N)    079 16 10.11933(W)     ADJUSTED  
 EZ2094* NAVD 88     -       103.921  (meters)     340.95   (feet)  ADJUSTED  
 EZ2094  ___________________________________________________________________
 EZ2094  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 EZ2094  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 EZ2094  DYNAMIC HT  -         103.829 (meters)     340.65  (feet)  COMP
 EZ2094  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 EZ2094
 EZ2094  HORZ ORDER  -  SECOND
 EZ2094  VERT ORDER  -  FIRST     CLASS II
 EZ2094
 EZ2094.The horizontal coordinates were established by classical geodetic methods
 EZ2094.and adjusted by the National Geodetic Survey in August 2005.
 EZ2094
 EZ2094.The orthometric height was determined by differential leveling
 EZ2094.and adjusted in June 1991.
 EZ2094
 EZ2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ2094
 EZ2094.The geoid height was determined by GEOID03.
 EZ2094
 EZ2094.The dynamic height is computed by dividing the NAVD 88
 EZ2094.geopotential number by the normal gravity value computed on the
 EZ2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EZ2094.degrees latitude (g = 980.6199 gals.).
 EZ2094
 EZ2094.The modeled gravity was interpolated from observed gravity values.
 EZ2094
 EZ2094;                    North         East     Units Scale Factor Converg.
 EZ2094;SPC NC       -   172,120.775   585,094.767   MT  0.99987296   -0 09 19.9
 EZ2094;SPC NC       -   564,699.58  1,919,598.41   sFT  0.99987296   -0 09 19.9
 EZ2094;UTM  17      - 3,907,832.072   657,339.986   MT  0.99990509   +1 00 00.8
 EZ2094
 EZ2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ2094!SPC NC       -   0.99998866  x   0.99987296  =   0.99986162
 EZ2094!UTM  17      -   0.99998866  x   0.99990509  =   0.99989375
 EZ2094
 EZ2094:                Primary Azimuth Mark                     Grid Az
 EZ2094:SPC NC       -  THOMAS                                   006 19 41.6
 EZ2094:UTM  17      -  THOMAS                                   005 10 20.9
 EZ2094
 EZ2094|---------------------------------------------------------------------|
 EZ2094| PID    Reference Object                     Distance      Geod. Az  |
 EZ2094|                                                           dddmmss.s |
 EZ2094| EZ2093 THOMAS                              APPROX. 0.8 KM 0061021.7 |
 EZ2094| EZ2095 BRUNER                              423.639 METERS 1701650.1 |
 EZ2094|---------------------------------------------------------------------|
 EZ2094
 EZ2094                          SUPERSEDED SURVEY CONTROL
 EZ2094
 EZ2094  NAD 83(1986)-  35 18 04.73291(N)    079 16 10.11863(W) AD(       ) 2
 EZ2094  NAD 27      -  35 18 04.16995(N)    079 16 11.02379(W) AD(       ) 2
 EZ2094  NGVD 29 (10/06/93)  104.164  (m)          341.74   (f) ADJUSTED    1 2
 EZ2094
 EZ2094.Superseded values are not recommended for survey control.
 EZ2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ2094.See file dsdata.txt to determine how the superseded data were derived.
 EZ2094
 EZ2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV5734007832(NAD 83)
 EZ2094_MARKER: DE = TRAVERSE STATION DISK
 EZ2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ2094_SP_SET: CONCRETE POST
 EZ2094_STAMPING: CARTER 1972
 EZ2094_MARK LOGO: NCGS  
 EZ2094_PROJECTION: RECESSED 3 CENTIMETERS
 EZ2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ2094+STABILITY: SURFACE MOTION
 EZ2094
 EZ2094  HISTORY     - Date     Condition        Report By
 EZ2094  HISTORY     - 1972     MONUMENTED       NCGS
 EZ2094  HISTORY     - 1980     GOOD             NCGS
 EZ2094  HISTORY     - 1980     GOOD             NCGS
 EZ2094
 EZ2094                          STATION DESCRIPTION
 EZ2094
 EZ2094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC)
 EZ2094'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE
 EZ2094'VICINITY OF CAMERON, NORTH CAROLINA.
 EZ2094'
 EZ2094'CARTER IS LOCATED APPROXIMATELY 2.1 MILES SSW OF CAMERON AND 11.1
 EZ2094'MILES NORTHEAST OF SOUTHERN PINES.  TO REACH STATION FROM THE
 EZ2094'INTERSECTION OF US 1, NC 24 AND NC 27 IN THE VICINITY OF CAMERON,
 EZ2094'PROCEED SOUTH ALONG US 1 FOR 1.85 MILES TO STATION ON RIGHT IN
 EZ2094'SOUTHWEST CORNER OF YARD OF CARTER RESIDENCE.  0.2 MILE SOUTH OF
 EZ2094'INTERSECTION WITH SR 1824, APPROXIMATELY 36 FEET ENE OF
 EZ2094'PROJECTION OF C/L OF US 1 TO THE NORTH.
 EZ2094'
 EZ2094'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CARTER
 EZ2094'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS
 EZ2094'FLUSH WITH THE GROUND.
 EZ2094'
 EZ2094'MARK IS
 EZ2094'39.8 FEET W OF C/L OF US 1.
 EZ2094'10.5 FEET N OF C/L OF DIRT DRIVEWAY.
 EZ2094'107.2 FEET S OF ALUMINUM REF. TAG ON PP NO. 8184 W/TRANSFORMER.
 EZ2094'24.1 FEET NW OF CENTER OF S END OF CONCRETE CULVERT UNDER
 EZ2094'DRIVEWAY.  95.6 FEET SE OF NE CORNER OF CARTER RESIDENCE.
 EZ2094
 EZ2094                          STATION RECOVERY (1980)
 EZ2094
 EZ2094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH)
 EZ2094'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, ONLY THE
 EZ2094'MARK IS IN THE SOUTHEAST CORNER OF THE YARD.
 EZ2094
 EZ2094                          STATION RECOVERY (1980)
 EZ2094
 EZ2094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980
 EZ2094'2.0 MI SSW FROM CAMERON.
 EZ2094'1.8 MILES SOUTH ALONG U.S. 1 FROM THE N.C. 24-27 OVERPASS AT CAMERON,
 EZ2094'IN SOUTHEAST CORNER OF YARD OF A FRAME HOUSE AND 0.2 MILE SOUTH OF
 EZ2094'INTERECTION WITH SR 1824, 39.8 FEET WEST OF CENTERLINE OF HIGHWAY,
 EZ2094'10.5 FEET NORTH OF CENTERLINE OF DRIVE, 24.1 FEET NORTHWEST OF SOUTH
 EZ2094'END OF CULVERT UNDER DRIVE, 107.2 FEET SOUTH OF POWER POLE 8184 WITH
 EZ2094'REFERENCE TAG AND 95.6 FEET SOUTHEAST OF NORTHEAST CORNER OF HOUSE.
 EZ2094'THE MARK IS 2 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA2951 ***********************************************************************
 FA2951  DESIGNATION -  CARTER
 FA2951  PID         -  FA2951
 FA2951  STATE/COUNTY-  NC/CATAWBA
 FA2951  USGS QUAD   -  HICKORY (1993)
 FA2951
 FA2951                         *CURRENT SURVEY CONTROL
 FA2951  ___________________________________________________________________
 FA2951* NAD 83(2001)-  35 43 44.26697(N)    081 16 42.07260(W)     ADJUSTED  
 FA2951* NAVD 88     -       329.0    (meters)    1079.     (feet)  VERTCON   
 FA2951  ___________________________________________________________________
 FA2951  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 FA2951  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 FA2951  HORZ ORDER  -  SECOND
 FA2951
 FA2951.The horizontal coordinates were established by classical geodetic methods
 FA2951.and adjusted by the National Geodetic Survey in August 2005.
 FA2951
 FA2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA2951
 FA2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA2951
 FA2951.The geoid height was determined by GEOID03.
 FA2951
 FA2951;                    North         East     Units Scale Factor Converg.
 FA2951;SPC NC       -   221,894.564   403,513.074   MT  0.99990719   -1 18 54.0
 FA2951;SPC NC       -   727,999.08  1,323,859.14   sFT  0.99990719   -1 18 54.0
 FA2951;UTM  17      - 3,953,922.881   474,827.067   MT  0.99960781   -0 09 45.2
 FA2951
 FA2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA2951!SPC NC       -   0.99995341  x   0.99990719  =   0.99986060
 FA2951!UTM  17      -   0.99995341  x   0.99960781  =   0.99956124
 FA2951
 FA2951:                Primary Azimuth Mark                     Grid Az
 FA2951:SPC NC       -  HUFF                                     288 09 08.4
 FA2951:UTM  17      -  HUFF                                     286 59 59.6
 FA2951
 FA2951|---------------------------------------------------------------------|
 FA2951| PID    Reference Object                     Distance      Geod. Az  |
 FA2951|                                                           dddmmss.s |
 FA2951| FA0633 HUFF                                APPROX. 0.6 KM 2865014.4 |
 FA2951|---------------------------------------------------------------------|
 FA2951
 FA2951                          SUPERSEDED SURVEY CONTROL
 FA2951
 FA2951  NAD 83(1986)-  35 43 44.27608(N)    081 16 42.07633(W) AD(       ) 2
 FA2951  NAD 27      -  35 43 43.79594(N)    081 16 42.77608(W) AD(       ) 2
 FA2951  NGVD 29 (07/19/86)  329.2    (m)         1080.     (f) VERT ANG    3  
 FA2951
 FA2951.Superseded values are not recommended for survey control.
 FA2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA2951.See file dsdata.txt to determine how the superseded data were derived.
 FA2951
 FA2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV7482753923(NAD 83)
 FA2951_MARKER: DE = TRAVERSE STATION DISK
 FA2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA2951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA2951_STAMPING: CARTER 1967
 FA2951_MARK LOGO: CGS   
 FA2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA2951+STABILITY: SURFACE MOTION
 FA2951
 FA2951  HISTORY     - Date     Condition        Report By
 FA2951  HISTORY     - 1967     MONUMENTED       NCGS
 FA2951  HISTORY     - 20020322 MARK NOT FOUND   USPSQD
 FA2951  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 FA2951
 FA2951                          STATION DESCRIPTION
 FA2951
 FA2951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 FA2951'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION
 FA2951'ESTABLISHED IN THE VICINITY OF HICKORY, NORTH CAROLINA.
 FA2951'
 FA2951'CARTER IS LOCATED APPROXIMATELY 3.3 MILES EAST OF THE
 FA2951'CENTER OF HICKORY.  TO REACH STATION PROCEED FROM THE
 FA2951'INTERSECTION OF SR 1476 (FAIR GROVE CHURCH RD.) WITH SR 1007
 FA2951'(OLD U.S. 70), GO WEST ON SR 1007 FOR 1.0 MILE TO STATION.  WHICH
 FA2951'IS ON THE NORTH BANK OF SR 1007 WEST OF DRIVEWAY IN
 FA2951'SOUTHEAST CORNER OF YARD OF A TWO STORY BRICK AND FRAME HOUSE.
 FA2951'
 FA2951'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FA2951'CARTER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FA2951'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 FA2951'
 FA2951'MARK IS
 FA2951'
 FA2951'25.0 FT NNE OF C/L OF SR 1007
 FA2951'
 FA2951'5.0 FT SE OF PP ON N SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2951'
 FA2951'134.9 FT SE OF PP ON N SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2951'
 FA2951'91.5 FT SSE OF SE CORNER OF BRICK HOUSE (PORCH)
 FA2951'
 FA2951'54.7 FT N OF TP 166 ON S SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2951'
 FA2951'63.8 FT NE OF PP ON S SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2951'
 FA2951'116.5 FT E OF TP 165 ON N SIDE OF SR 1007, WITH ALUMINUM REF. TAG
 FA2951
 FA2951                          STATION RECOVERY (2002)
 FA2951
 FA2951'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEN)
 FA2951'MARK NOT FOUND.
 FA2951
 FA2951                          STATION RECOVERY (2004)
 FA2951
 FA2951'RECOVERY NOTE BY US POWER SQUADRON 2004 (BMS)
 FA2951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4396 ***********************************************************************
 EZ4396  DESIGNATION -  CARTER
 EZ4396  PID         -  EZ4396
 EZ4396  STATE/COUNTY-  NC/FRANKLIN
 EZ4396  USGS QUAD   -  BUNN WEST (1973)
 EZ4396
 EZ4396                         *CURRENT SURVEY CONTROL
 EZ4396  ___________________________________________________________________
 EZ4396* NAD 83(2001)-  35 59 39.85441(N)    078 22 09.97807(W)     ADJUSTED  
 EZ4396* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 EZ4396  ___________________________________________________________________
 EZ4396  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 EZ4396  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 EZ4396  HORZ ORDER  -  SECOND
 EZ4396
 EZ4396.The horizontal coordinates were established by classical geodetic methods
 EZ4396.and adjusted by the National Geodetic Survey in August 2005.
 EZ4396
 EZ4396.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4396
 EZ4396.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4396
 EZ4396.The geoid height was determined by GEOID03.
 EZ4396
 EZ4396;                    North         East     Units Scale Factor Converg.
 EZ4396;SPC NC       -   249,160.385   666,456.143   MT  0.99995647   +0 21 50.2
 EZ4396;SPC NC       -   817,453.70  2,186,531.53   sFT  0.99995647   +0 21 50.2
 EZ4396;UTM  17      - 3,986,528.281   737,128.996   MT  1.00029292   +1 32 48.2
 EZ4396
 EZ4396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4396!SPC NC       -   0.99998935  x   0.99995647  =   0.99994582
 EZ4396!UTM  17      -   0.99998935  x   1.00029292  =   1.00028227
 EZ4396
 EZ4396:                Primary Azimuth Mark                     Grid Az
 EZ4396:SPC NC       -  TRAILER                                  220 59 16.4
 EZ4396:UTM  17      -  TRAILER                                  219 48 18.4
 EZ4396
 EZ4396|---------------------------------------------------------------------|
 EZ4396| PID    Reference Object                     Distance      Geod. Az  |
 EZ4396|                                                           dddmmss.s |
 EZ4396| EZ4397 TRAILER                             APPROX. 0.7 KM 2212106.6 |
 EZ4396|---------------------------------------------------------------------|
 EZ4396
 EZ4396                          SUPERSEDED SURVEY CONTROL
 EZ4396
 EZ4396  NAD 83(1986)-  35 59 39.85953(N)    078 22 09.98955(W) AD(       ) 2
 EZ4396  NAD 27      -  35 59 39.31079(N)    078 22 11.00017(W) AD(       ) 2
 EZ4396  NGVD 29 (07/19/86)  101.6    (m)          333.     (f) VERT ANG    3  
 EZ4396
 EZ4396.Superseded values are not recommended for survey control.
 EZ4396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4396.See file dsdata.txt to determine how the superseded data were derived.
 EZ4396
 EZ4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3712986528(NAD 83)
 EZ4396_MARKER: DE = TRAVERSE STATION DISK
 EZ4396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4396_MAGNETIC: N = NO MAGNETIC MATERIAL
 EZ4396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4396+STABILITY: SURFACE MOTION
 EZ4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EZ4396+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 EZ4396
 EZ4396  HISTORY     - Date     Condition        Report By
 EZ4396  HISTORY     - 1976     MONUMENTED       NCGS
 EZ4396  HISTORY     - 20050212 GOOD             USPSQD
 EZ4396
 EZ4396                          STATION DESCRIPTION
 EZ4396
 EZ4396'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB)
 EZ4396'CARTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED BETWEEN
 EZ4396'HARRIS CROSSROADS AND ROYAL COMMUNITY AND APPROXIMATELY 8.2 MILES
 EZ4396'SOUTH-SOUTHWEST OF LOUISBURG, NORTH CAROLINA.
 EZ4396'
 EZ4396'TO REACH STATION FROM THE US 401 AND NC 98 CROSSROADS NORTHEAST OF
 EZ4396'ROLESVILLE, PROCEED NORTHEASTERLY ALONG US 401 FOR 2.5 MILES TO
 EZ4396'STATION ON THE RIGHT, DIRECTLY ACROSS HIGHWAY FROM DAVID CARTERS ONE
 EZ4396'STORY BRICK RESIDENCE, 1.15 MILES NORTHEAST OF SR 1100 (HARRIS
 EZ4396'CROSSROADS), AND 1.55 MILES SOUTH-SOUTHWEST OF SR 1103 CROSSROAD AT
 EZ4396'ROYAL.
 EZ4396'
 EZ4396'STATION MARK IS A STANDARD BRASS DISK, STAMPED---CARTER 1976---, SET
 EZ4396'IN THE TOP OF A CONCRETE CYLINDER, WHICH IS 4 INCHES BELOW
 EZ4396'THE SURFACE OF THE GROUND.  THE MARK IS 67.0 FEET SOUTHEAST OF THE
 EZ4396'CENTERLINE OF US 401, 15.6 FEET SOUTHWEST OF THE CENTERLINE OF FARM
 EZ4396'ROAD, 78.4 FEET EAST-NORTHEAST OF TELEPHONE PEDESTAL NO.287E, 22.8
 EZ4396'FEET SOUTH-SOUTHEAST OF POWER POLE WITH TRANSFORMER AND ALUMINUM TAG,
 EZ4396'AND 17.1 FEET EAST OF 12 INCH OAK WITH ALUMINUM TAG.
 EZ4396
 EZ4396                          STATION RECOVERY (2005)
 EZ4396
 EZ4396'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV)
 EZ4396'N 35 59.665
 EZ4396'W 078 22.167
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EY3266 ***********************************************************************
 EY3266  DESIGNATION -  CARTER
 EY3266  PID         -  EY3266
 EY3266  STATE/COUNTY-  NC/HYDE
 EY3266  USGS QUAD   -  FAIRFIELD (1983)
 EY3266
 EY3266                         *CURRENT SURVEY CONTROL
 EY3266  ___________________________________________________________________
 EY3266* NAD 83(2001)-  35 37 05.73115(N)    076 11 15.15135(W)     ADJUSTED  
 EY3266* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 EY3266  ___________________________________________________________________
 EY3266  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EY3266  GEOID HEIGHT-         -38.35  (meters)                     GEOID03
 EY3266  HORZ ORDER  -  SECOND
 EY3266
 EY3266.The horizontal coordinates were established by classical geodetic methods
 EY3266.and adjusted by the National Geodetic Survey in August 2005.
 EY3266
 EY3266.The orthometric height was scaled from a topographic map.
 EY3266
 EY3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 EY3266
 EY3266.The geoid height was determined by GEOID03.
 EY3266
 EY3266;                    North         East     Units Scale Factor Converg.
 EY3266;SPC NC       -   210,856.502   864,337.922   MT  0.99989299   +1 37 23.8
 EY3266;SPC NC       -   691,785.04  2,835,748.67   sFT  0.99989299   +1 37 23.8
 EY3266;UTM  18      - 3,942,258.243   392,453.720   MT  0.99974253   -0 41 30.0
 EY3266
 EY3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EY3266!SPC NC       -   1.00000591  x   0.99989299  =   0.99989890
 EY3266!UTM  18      -   1.00000591  x   0.99974253  =   0.99974844
 EY3266
 EY3266|---------------------------------------------------------------------|
 EY3266| PID    Reference Object                     Distance      Geod. Az  |
 EY3266|                                                           dddmmss.s |
 EY3266| EY4854 CARTER RM 1                          30.989 METERS 03341     |
 EY3266| EY4855 CARTER RM 2 AZIMUTH                                2300518.6 |
 EY3266| EY4856 CARTER RM 3                          30.730 METERS 32157     |
 EY3266|---------------------------------------------------------------------|
 EY3266
 EY3266                          SUPERSEDED SURVEY CONTROL
 EY3266
 EY3266  NAD 83(1986)-  35 37 05.74230(N)    076 11 15.15912(W) AD(       ) 2
 EY3266  NAD 27      -  35 37 05.14200(N)    076 11 16.45800(W) AD(       ) 2
 EY3266
 EY3266.Superseded values are not recommended for survey control.
 EY3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EY3266.See file dsdata.txt to determine how the superseded data were derived.
 EY3266
 EY3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE9245442258(NAD 83)
 EY3266_MARKER: DS = TRIANGULATION STATION DISK
 EY3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EY3266
 EY3266  HISTORY     - Date     Condition        Report By
 EY3266  HISTORY     - 1935     MONUMENTED       CGS
 EY3266  HISTORY     - 1949     GOOD             CGS
 EY3266
 EY3266                          STATION DESCRIPTION
 EY3266
 EY3266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (KGC)
 EY3266'THE STATION IS ON THE N BANK OF THE INLAND WATERWAY, 3 MILES E
 EY3266'OF THE FERRY LANDING, AT THE JUNCTION OF THE FAIRFIELD CANAL
 EY3266'WITH THE INLAND WATERWAY, AND ABOUT 1/2 MILE E OF THE MOUTH OF
 EY3266'CARTERS CANAL.  THE STATION IS ABOUT 20 METERS FROM THE BANK
 EY3266'OF THE INLAND WATERWAY.
 EY3266'
 EY3266'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 EY3266'CONCRETE.
 EY3266'
 EY3266'REFERENCE MARK NO. 2 AZIMUTH MARK IS W ON THE S SIDE OF THE
 EY3266'INLAND WATERWAY OPPOSITE THE MOUTH OF CARTERS CANAL NEAR AN
 EY3266'OLD LOGGING LANDING AND ABOUT 30 METERS FROM THE BANK OF THE
 EY3266'WATERWAY.  REFERENCE MARK NO.1 IS E AND REFERENCE MARK NO.3 IS
 EY3266'N OF THE STATION.
 EY3266'
 EY3266'TO REACH TAKE A BOAT FROM THE LANDING AT THE JUNCTION OF THE
 EY3266'FAIRFIELD CANAL AND THE INLAND WATERWAY AND PROCEED 3 MILES E
 EY3266'TO THE STATION.
 EY3266'
 EY3266'HEIGHT OF SIGNAL ABOVE STATION MARK 35 METERS.
 EY3266
 EY3266                          STATION RECOVERY (1949)
 EY3266
 EY3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (ERM)
 EY3266'STATION, R.M. 1, AND R.M. 3 WERE RECOVERED AND ARE IN GOOD
 EY3266'CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT
 EY3266'IT COULD NOT BE FOUND.
 EY3266'
 EY3266'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT EXCEPT FOR
 EY3266'THE FOLLOWING MINOR CHANGES--
 EY3266'
 EY3266'CHANGE FERRY LANDING AT THE JUNCTION OF THE FAIRFIELD CANAL
 EY3266'WITH THE INLAND WATERWAY TO FAIRFIELD SWING BRIDGE.
 EY3266'
 EY3266'CHANGE 20 METERS FROM THE BANK OF THE INLAND WATERWAY
 EY3266'CANAL TO 11.0 METERS FROM THE BANK OF THE INLAND WATERWAY CANAL.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FY3414 ***********************************************************************
 FY3414  DESIGNATION -  CARTER
 FY3414  PID         -  FY3414
 FY3414  STATE/COUNTY-  NC/ROCKINGHAM
 FY3414  USGS QUAD   -  SOUTHEAST EDEN (1994)
 FY3414
 FY3414                         *CURRENT SURVEY CONTROL
 FY3414  ___________________________________________________________________
 FY3414* NAD 83(2001)-  36 27 13.47475(N)    079 44 00.37288(W)     ADJUSTED  
 FY3414* NAVD 88     -       235.5    (meters)     773.     (feet)  VERTCON   
 FY3414  ___________________________________________________________________
 FY3414  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 FY3414  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 FY3414  HORZ ORDER  -  SECOND
 FY3414
 FY3414.The horizontal coordinates were established by classical geodetic methods
 FY3414.and adjusted by the National Geodetic Survey in August 2005.
 FY3414
 FY3414.The NAVD 88 height was computed by applying the VERTCON shift value to
 FY3414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FY3414
 FY3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 FY3414
 FY3414.The geoid height was determined by GEOID03.
 FY3414
 FY3414;                    North         East     Units Scale Factor Converg.
 FY3414;SPC NC       -   300,193.406   543,847.235   MT  1.00009278   -0 25 23.9
 FY3414;SPC NC       -   984,884.53  1,784,272.14   sFT  1.00009278   -0 25 23.9
 FY3414;UTM  17      - 4,035,022.538   613,497.565   MT  0.99975871   +0 45 09.5
 FY3414
 FY3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FY3414!SPC NC       -   0.99996814  x   1.00009278  =   1.00006091
 FY3414!UTM  17      -   0.99996814  x   0.99975871  =   0.99972685
 FY3414
 FY3414|---------------------------------------------------------------------|
 FY3414| PID    Reference Object                     Distance      Geod. Az  |
 FY3414|                                                           dddmmss.s |
 FY3414| FY3411 ANDERSON                            275.397 METERS 01314     |
 FY3414| FY3426 TANK                                APPROX. 1.0 KM 2170905.6 |
 FY3414|---------------------------------------------------------------------|
 FY3414
 FY3414                          SUPERSEDED SURVEY CONTROL
 FY3414
 FY3414  NAD 83(1993)-  36 27 13.47751(N)    079 44 00.37524(W) AD(       ) 2
 FY3414  NAD 83(1986)-  36 27 13.48155(N)    079 44 00.37784(W) AD(       ) 2
 FY3414  NAD 27      -  36 27 12.97959(N)    079 44 01.25218(W) AD(       ) 2
 FY3414  NGVD 29 (07/19/86)  235.7    (m)          773.     (f) VERT ANG    3  
 FY3414
 FY3414.Superseded values are not recommended for survey control.
 FY3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FY3414.See file dsdata.txt to determine how the superseded data were derived.
 FY3414
 FY3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA1349835023(NAD 83)
 FY3414_MARKER: DE = TRAVERSE STATION DISK
 FY3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FY3414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FY3414_STAMPING: CARTER 1969
 FY3414_MARK LOGO: NCGS  
 FY3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FY3414+STABILITY: SURFACE MOTION
 FY3414
 FY3414  HISTORY     - Date     Condition        Report By
 FY3414  HISTORY     - 1969     MONUMENTED       NCGS
 FY3414
 FY3414                          STATION DESCRIPTION
 FY3414
 FY3414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM)
 FY3414'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FY3414'IN THE VICINITY OF EDEN, NORTH CAROLINA.
 FY3414'
 FY3414'CARTER IS LOCATED APPROXIMATELY 3.8 MILES SSE OF EDEN.  TO
 FY3414'REACH STATION PROCEED FROM THE INTERSECTION OF SR 2039 AND
 FY3414'NC 14 APPROXIMATELY 3.0 MILES SOUTH OF EDEN, GO WEST ON SR 2039
 FY3414'FOR 0.75 MILE TO T INTERSECTION OF SR 2039 AND SR 2021, TURN
 FY3414'LEFT (SOUTH) ON SR 2021 FOR 0.15 MILE TO STATION ON
 FY3414'LEFT.  STATION IS BETWEEN THE ROAD AND AN OLD CEMETERY.
 FY3414'
 FY3414'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 FY3414'CARTER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF
 FY3414'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FY3414'
 FY3414'MARK IS
 FY3414'
 FY3414'118.8 FT NE OF PP WITH ALUMINUM REF. TAG
 FY3414'
 FY3414'83.5 FT NNE OF 8 INCH PINE WITH ALUMINUM REF. TAG
 FY3414'
 FY3414'36.6 FT E OF C/L OF SR 2021
 FY3414'
 FY3414'81.4 FT W OF 24 INCH HARDWOOD TREE, WITH ALUMINUM REF. TAG
 FY3414'
 FY3414'48.4 FT SSW OF C/L OF DIRT PATH ON N EDGE OF CEMETERY
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FZ1722 ***********************************************************************
 FZ1722  DESIGNATION -  CARTER
 FZ1722  PID         -  FZ1722
 FZ1722  STATE/COUNTY-  NC/SURRY
 FZ1722  USGS QUAD   -  MOUNT AIRY SOUTH (1970)
 FZ1722
 FZ1722                         *CURRENT SURVEY CONTROL
 FZ1722  ___________________________________________________________________
 FZ1722* NAD 83(2001)-  36 28 17.71326(N)    080 36 37.77274(W)     ADJUSTED  
 FZ1722* NAVD 88     -       332.4    (meters)    1091.     (feet)  VERTCON   
 FZ1722  ___________________________________________________________________
 FZ1722  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FZ1722  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 FZ1722  HORZ ORDER  -  SECOND
 FZ1722
 FZ1722.The horizontal coordinates were established by classical geodetic methods
 FZ1722.and adjusted by the National Geodetic Survey in August 2005.
 FZ1722
 FZ1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FZ1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FZ1722
 FZ1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FZ1722
 FZ1722.The geoid height was determined by GEOID03.
 FZ1722
 FZ1722;                    North         East     Units Scale Factor Converg.
 FZ1722;SPC NC       -   303,101.716   465,254.720   MT  1.00009939   -0 55 46.3
 FZ1722;SPC NC       -   994,426.21  1,526,423.19   sFT  1.00009939   -0 55 46.3
 FZ1722;UTM  17      - 4,036,326.918   534,895.273   MT  0.99961500   +0 13 53.5
 FZ1722
 FZ1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FZ1722!SPC NC       -   0.99995305  x   1.00009939  =   1.00005244
 FZ1722!UTM  17      -   0.99995305  x   0.99961500  =   0.99956807
 FZ1722
 FZ1722:                Primary Azimuth Mark                     Grid Az
 FZ1722:SPC NC       -  OWENS                                    037 08 40.5
 FZ1722:UTM  17      -  OWENS                                    035 59 00.7
 FZ1722
 FZ1722|---------------------------------------------------------------------|
 FZ1722| PID    Reference Object                     Distance      Geod. Az  |
 FZ1722|                                                           dddmmss.s |
 FZ1722| FZ1734 OWENS                               APPROX. 1.0 KM 0361254.2 |
 FZ1722|---------------------------------------------------------------------|
 FZ1722
 FZ1722                          SUPERSEDED SURVEY CONTROL
 FZ1722
 FZ1722  NAD 83(1993)-  36 28 17.71733(N)    080 36 37.78348(W) AD(       ) 2
 FZ1722  NAD 83(1986)-  36 28 17.72017(N)    080 36 37.78041(W) AD(       ) 2
 FZ1722  NAD 27      -  36 28 17.23826(N)    080 36 38.55046(W) AD(       ) 2
 FZ1722  NGVD 29 (07/19/86)  332.6    (m)         1091.     (f) VERT ANG    3  
 FZ1722
 FZ1722.Superseded values are not recommended for survey control.
 FZ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FZ1722.See file dsdata.txt to determine how the superseded data were derived.
 FZ1722
 FZ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA3489536327(NAD 83)
 FZ1722_MARKER: DE = TRAVERSE STATION DISK
 FZ1722_SETTING: 66 = SET IN ROCK OUTCROP
 FZ1722_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FZ1722_STAMPING: CARTER 1964
 FZ1722_MARK LOGO: NCGS  
 FZ1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 FZ1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FZ1722+STABILITY: POSITION/ELEVATION WELL
 FZ1722
 FZ1722  HISTORY     - Date     Condition        Report By
 FZ1722  HISTORY     - 1964     MONUMENTED       NCGS
 FZ1722  HISTORY     - 19860101 GOOD             NCGS
 FZ1722
 FZ1722                          STATION DESCRIPTION
 FZ1722
 FZ1722'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 (JWC)
 FZ1722'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 FZ1722'IN THE VICINITY OF MOUNT AIRY, NORTH CAROLINA.
 FZ1722'
 FZ1722'CARTER IS 1.9 MILES S OF MOUNT AIRY, LOCATED 0.4 MILES SE
 FZ1722'ALONG SR 2000 FROM Y INTERSECTION WITH SR 1366.  0.1 MILE N
 FZ1722'ALONG SR 2000 FROM T INTERSECTION WITH ROAD LEADING TO PERRY
 FZ1722'MFG. CO..  APPROXIMATELY 200 FT NE OF SR 2000 ON CREST OF
 FZ1722'HILL.  STATION IS STANDARD DISK IN ROCK OUTCROP WHICH SHOWS
 FZ1722'FOR ABOUT 30 FEET.
 FZ1722'
 FZ1722'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK CEMENTED
 FZ1722'IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED CARTER 1964.
 FZ1722'
 FZ1722'MARK IS
 FZ1722'
 FZ1722'200.0 FT NE OF C/L OF SR 2000
 FZ1722'
 FZ1722'20.4 FT NE OF 3 LEAD NAILS IN 6 INCH PINE
 FZ1722'
 FZ1722'43.3 FT N OF 3 LEAD NAILS IN 8 INCH PINE
 FZ1722'
 FZ1722'53.3 FT W OF 3 LEAD NAILS IN 9 INCH PINE
 FZ1722'
 FZ1722'39.3 FT SE OF 3 LEAD NAILS IN 4 INCH CHERRY
 FZ1722'
 FZ1722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 FZ1722
 FZ1722                          STATION RECOVERY (1986)
 FZ1722
 FZ1722'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (LWA)
 FZ1722'RECOVERED WITH CHANGES NOTED-STATION NO LONGER SEES STATIONS TURNER OR
 FZ1722'OWENS. STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTH OF MT. AIRY.
 FZ1722'PROCEED ALONG US 601 FOR 1.2 KM (0.75 MI) SOUTH FROM THE US 52 BYPASS,
 FZ1722'THENCE 0.5 KM (0.30 MI) SOUTHEAST ALONG SR 1366, THENCE 0.4 KM (0.25
 FZ1722'MI) SOUTHEAST ALONG SR 2000 TO THE STATION ON THE LEFT, AT THE NORTH
 FZ1722'EDGE OF THE WOODS, SET NEAR THE NORTHWEST END OF A 30-FOOT ROCK
 FZ1722'OUTCROP, 61 M (200.1 FT) NORTHEAST OF CENTERLINE OF THE ROAD, 1.52 M
 FZ1722'(4.99 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP--AND 6.55 M
 FZ1722'(21.49 FT) SOUTHEAST OF A 4-INCH PINE, 5.18 M (16.99 FT)
 FZ1722'EAST-NORTHEAST OF A 5-INCH PINE, 13.21 M (43.34 FT) NORTHWEST OF A
 FZ1722'12-INCH PINE--ALL THREE WITH REFERENCE TAGS. STATION NOW VISIBLE FROM
 FZ1722'MUNICIPAL WATER TANK AND STATION--FRANCES--.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FA4653 ***********************************************************************
 FA4653  DESIGNATION -  CARTER
 FA4653  PID         -  FA4653
 FA4653  STATE/COUNTY-  NC/DAVIDSON
 FA4653  USGS QUAD   -  MIDWAY (1994)
 FA4653
 FA4653                         *CURRENT SURVEY CONTROL
 FA4653  ___________________________________________________________________
 FA4653* NAD 83(2001)-  35 56 47.73783(N)    080 13 16.57599(W)     ADJUSTED  
 FA4653* NAVD 88     -       273.2    (meters)     896.     (feet)  VERTCON   
 FA4653  ___________________________________________________________________
 FA4653  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 FA4653  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 FA4653  HORZ ORDER  -  SECOND
 FA4653
 FA4653.The horizontal coordinates were established by classical geodetic methods
 FA4653.and adjusted by the National Geodetic Survey in August 2005.
 FA4653
 FA4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 FA4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FA4653
 FA4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 FA4653
 FA4653.The geoid height was determined by GEOID03.
 FA4653
 FA4653;                    North         East     Units Scale Factor Converg.
 FA4653;SPC NC       -   244,352.884   499,421.446   MT  0.99994601   -0 42 17.6
 FA4653;SPC NC       -   801,681.09  1,638,518.53   sFT  0.99994601   -0 42 17.6
 FA4653;UTM  17      - 3,978,305.145   570,232.953   MT  0.99966078   +0 27 25.8
 FA4653
 FA4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FA4653!SPC NC       -   0.99996213  x   0.99994601  =   0.99990814
 FA4653!UTM  17      -   0.99996213  x   0.99966078  =   0.99962293
 FA4653
 FA4653                          SUPERSEDED SURVEY CONTROL
 FA4653
 FA4653  NAD 83(1986)-  35 56 47.74457(N)    080 13 16.58347(W) AD(       ) 2
 FA4653  NGVD 29 (02/28/92)  273.4    (m)          897.     (f) VERT ANG    3  
 FA4653
 FA4653.Superseded values are not recommended for survey control.
 FA4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FA4653.See file dsdata.txt to determine how the superseded data were derived.
 FA4653
 FA4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNV7023378305(NAD 83)
 FA4653_MARKER: DE = TRAVERSE STATION DISK
 FA4653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FA4653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FA4653_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FA4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FA4653+STABILITY: SURFACE MOTION
 FA4653
 FA4653  HISTORY     - Date     Condition        Report By
 FA4653  HISTORY     - 1982     MONUMENTED       NCGS
 FA4653
 FA4653                          STATION DESCRIPTION
 FA4653
 FA4653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (HGG)
 FA4653'THE STATION IS LOCATED ABOUT 3.2 MI NORTHEAST OF WELCOME AND 1.0 MI
 FA4653'SOUTH OF MIDWAY COMMUNITY.
 FA4653'
 FA4653'ALONG SR 2932 (OLD US 52-NC 8) FOR 0.7 MI SOUTH FROM SR 1506 (ELLER
 FA4653'ROAD) IN MIDWAY, AND ABOUT 200 FT SOUTH OF THE ENTRANCE ROAD
 FA4653'TO--OWENS-ILLINOIS--PLANT.
 FA4653'
 FA4653'THE STATION IS A STANDARD NCGS DISK STAMPED---CARTER 1982---, SET
 FA4653'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN DIAMETER
 FA4653'FLUSH WITH GROUND.  LOCATED 48.5 FT SOUTHEAST OF THE CENTERLINE OF
 FA4653'THE HIGHWAY, 24.9 FT NORTHWEST OF THE WEST TRACK, 28.0 FT SOUTH OF
 FA4653'A POWER POLE WITH A REFERENCE TAG, AND 36.4 FT EAST
 FA4653'OF A METAL SIGN POST.
 FA4653'
 FA4653'STATION IS NOT A BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3827 ***********************************************************************
 FB3827  DESIGNATION -  CARTER
 FB3827  PID         -  FB3827
 FB3827  STATE/COUNTY-  NC/MADISON
 FB3827  USGS QUAD   -  MARS HILL (1990)
 FB3827
 FB3827                         *CURRENT SURVEY CONTROL
 FB3827  ___________________________________________________________________
 FB3827* NAD 83(2001)-  35 48 52.27019(N)    082 32 36.82050(W)     ADJUSTED  
 FB3827* NAVD 88     -       707.4    (meters)    2321.     (feet)  VERTCON   
 FB3827  ___________________________________________________________________
 FB3827  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 FB3827  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 FB3827  HORZ ORDER  -  SECOND
 FB3827
 FB3827.The horizontal coordinates were established by classical geodetic methods
 FB3827.and adjusted by the National Geodetic Survey in August 2005.
 FB3827
 FB3827.The NAVD 88 height was computed by applying the VERTCON shift value to
 FB3827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FB3827
 FB3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3827
 FB3827.The geoid height was determined by GEOID03.
 FB3827
 FB3827;                    North         East     Units Scale Factor Converg.
 FB3827;SPC NC       -   234,736.301   289,447.575   MT  0.99992072   -2 02 42.9
 FB3827;SPC NC       -   770,130.68    949,629.25   sFT  0.99992072   -2 02 42.9
 FB3827;UTM  17      - 3,964,475.586   360,552.095   MT  0.99983962   -0 54 12.2
 FB3827
 FB3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3827!SPC NC       -   0.99989370  x   0.99992072  =   0.99981443
 FB3827!UTM  17      -   0.99989370  x   0.99983962  =   0.99973334
 FB3827
 FB3827                          SUPERSEDED SURVEY CONTROL
 FB3827
 FB3827  NAD 83(1995)-  35 48 52.27064(N)    082 32 36.82046(W) AD(       ) 2
 FB3827  NAD 83(1986)-  35 48 52.28172(N)    082 32 36.81988(W) AD(       ) 2
 FB3827  NGVD 29 (02/22/93)  707.5    (m)         2321.     (f) VERT ANG    3  
 FB3827
 FB3827.Superseded values are not recommended for survey control.
 FB3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3827.See file dsdata.txt to determine how the superseded data were derived.
 FB3827
 FB3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6055264476(NAD 83)
 FB3827_MARKER: DE = TRAVERSE STATION DISK
 FB3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3827_SP_SET: CONCRETE POST
 FB3827_STAMPING: CARTER 1982
 FB3827_MARK LOGO: NCGS  
 FB3827_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 FB3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3827+STABILITY: SURFACE MOTION
 FB3827
 FB3827  HISTORY     - Date     Condition        Report By
 FB3827  HISTORY     - 1982     MONUMENTED       NCGS
 FB3827
 FB3827                          STATION DESCRIPTION
 FB3827
 FB3827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982
 FB3827'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH-SOUTHEAST OF MARS
 FB3827'HILL AND 12.9 KM (8.0 MI) NORTH OF WEAVERVILLE (BUNCOMBE COUNTY).
 FB3827'ALONG SR 1609 FOR 1.4 KM (0.9 MI) SOUTH FROM THE INTERSECTION WITH NC
 FB3827'213 (IN MARS HILL), OR 0.2 KM (0.1 MI) NORTH FROM SR 1559, ON THE
 FB3827'LEFT, IN THE BACK OF AND NEAR THE SOUTHEAST CORNER OF THE CARTER
 FB3827'RESIDENCE.
 FB3827'THE STATION IS A STANDARD NCGS DISK STAMPED---CARTER 1982---, SET INTO
 FB3827'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH
 FB3827'GROUND.  LOCATED 10.5 METERS (34.5 FT) EAST OF THE SOUTHEAST CORNER OF
 FB3827'THE HOUSE, 7.5 METERS (24.7 FT) EAST OF A 28-INCH MAPLE, 14.3 METERS
 FB3827'(46.8 FT) SOUTHWEST OF AN 8-INCH APPLE, 26.8 METERS (87.9 FT)
 FB3827'SOUTHEAST OF A 30-INCH OAK--AND 0.7 METER (2.2 FT) EAST OF A LOCUST
 FB3827'POST, 13.2 METERS (43.4 FT) NORTH-NORTHWEST OF A POWER POLE WITH A
 FB3827'TRANSFORMER--BOTH WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 FB3828 ***********************************************************************
 FB3828  DESIGNATION -  CARTER
 FB3828  PID         -  FB3828
 FB3828  STATE/COUNTY-  NC/MITCHELL
 FB3828  USGS QUAD   -  SPRUCE PINE (1994)
 FB3828
 FB3828                         *CURRENT SURVEY CONTROL
 FB3828  ___________________________________________________________________
 FB3828* NAD 83(2007)-  35 53 18.20195(N)    082 02 54.21935(W)     ADJUSTED  
 FB3828* NAVD 88     -       853.1    (meters)    2799.     (feet)  GPS OBS   
 FB3828  ___________________________________________________________________
 FB3828  EPOCH DATE  -        2002.00
 FB3828  X           -     715,744.643 (meters)                     COMP
 FB3828  Y           -  -5,124,188.282 (meters)                     COMP
 FB3828  Z           -   3,718,647.619 (meters)                     COMP
 FB3828  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 FB3828  ELLIP HEIGHT-         822.165 (meters)          (02/10/07) ADJUSTED
 FB3828  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 FB3828
 FB3828  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 FB3828  Type    PID    Designation                      North   East  Ellip
 FB3828  -------------------------------------------------------------------
 FB3828  NETWORK FB3828 CARTER                            1.29   1.35   1.72
 FB3828  -------------------------------------------------------------------
 FB3828
 FB3828.The horizontal coordinates were established by GPS observations
 FB3828.and adjusted by the National Geodetic Survey in February 2007.
 FB3828
 FB3828.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 FB3828.See www.ngs.noaa.gov/NationalReadjustment for more information.
 FB3828.The horizontal coordinates are valid at the epoch date displayed above.
 FB3828.The epoch date for horizontal control is a decimal equivalence
 FB3828.of Year/Month/Day.
 FB3828
 FB3828.The orthometric height was determined by GPS observations and a
 FB3828.high-resolution geoid model.
 FB3828
 FB3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FB3828
 FB3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 FB3828
 FB3828.The ellipsoidal height was determined by GPS observations
 FB3828.and is referenced to NAD 83.
 FB3828
 FB3828.The geoid height was determined by GEOID03.
 FB3828
 FB3828;                    North         East     Units Scale Factor Converg.
 FB3828;SPC NC       -   241,442.757   334,421.348   MT  0.99993421   -1 45 34.0
 FB3828;SPC NC       -   792,133.45  1,097,180.71   sFT  0.99993421   -1 45 34.0
 FB3828;UTM  17      - 3,972,076.845   405,376.089   MT  0.99971033   -0 36 52.6
 FB3828
 FB3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FB3828!SPC NC       -   0.99987098  x   0.99993421  =   0.99980520
 FB3828!UTM  17      -   0.99987098  x   0.99971033  =   0.99958134
 FB3828
 FB3828                          SUPERSEDED SURVEY CONTROL
 FB3828
 FB3828  NAD 83(2001)-  35 53 18.20206(N)    082 02 54.21907(W) AD(       ) 1
 FB3828  ELLIP H (03/13/03)  822.181  (m)                       GP(       ) 4 2
 FB3828  NAD 83(1986)-  35 53 18.20986(N)    082 02 54.22028(W) AD(       ) 1
 FB3828  NAD 83(1995)-  35 53 18.20230(N)    082 02 54.21973(W) AD(       ) 2
 FB3828  NAD 83(1986)-  35 53 18.21015(N)    082 02 54.22433(W) AD(       ) 2
 FB3828  NGVD 29 (02/22/93)  853.4    (m)         2800.     (f) VERT ANG    3  
 FB3828
 FB3828.Superseded values are not recommended for survey control.
 FB3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FB3828.See file dsdata.txt to determine how the superseded data were derived.
 FB3828
 FB3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMV0537672077(NAD 83)
 FB3828_MARKER: DE = TRAVERSE STATION DISK
 FB3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FB3828_SP_SET: CONCRETE POST
 FB3828_STAMPING: CARTER 1981
 FB3828_MARK LOGO: NCGS  
 FB3828_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 FB3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FB3828+STABILITY: SURFACE MOTION
 FB3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FB3828+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 FB3828
 FB3828  HISTORY     - Date     Condition        Report By
 FB3828  HISTORY     - 1981     MONUMENTED       NCGS
 FB3828  HISTORY     - 19990405 GOOD             NCGS
 FB3828
 FB3828                          STATION DESCRIPTION
 FB3828
 FB3828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981
 FB3828'THE STATION IS LOCATED 1.0 KM (0.6 MI) NORTHEAST OF GRASSY CREEK AND
 FB3828'3.4 KM (2.1 MI) SOUTHEAST OF SPRUCE PINE ON CARTER RIDGE.
 FB3828'TO REACH THE STATION FROM THE INTERSECTION OF US 19 EAST AND NC 226
 FB3828'(AT SPRUCE PINE), PROCEED SOUTH ALONG NC 226 FOR 2.0 KM (1.25 MI) TO
 FB3828'SR 1117 (CARTER RIDGE ROAD) ON THE LEFT, THENCE SOUTHEAST ALONG SR
 FB3828'1117 FOR 2.3 KM (1.45 MI) TO THE STATION IN THE LEFT SHOULDER NEAR THE
 FB3828'INTERSECTION WITH A GRAVEL DRIVE.
 FB3828'THE STATION IS A STANDARD NCGS DISK STAMPED---CARTER 1981---, SET INTO
 FB3828'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 15 CM
 FB3828'BELOW GROUND.  LOCATED 3.4 METERS (11.2 FT) EAST OF THE CENTERLINE OF
 FB3828'SR 1117, 9.9 METERS (32.5 FT) NORTH OF THE CENTERLINE OF A GRAVEL
 FB3828'DRIVE AT THE MARGIN OF SR 1117, 10.4 METERS (34.1 FT) SOUTHWEST OF A
 FB3828'FENCE POST, 41.8 METERS (137.2 FT) NORTH-NORTHWEST OF A 24-INCH OAK,
 FB3828'AND 47.4 METERS (155.6 FT) SOUTHEAST OF A POWER POLE.
 FB3828
 FB3828                          STATION RECOVERY (1999)
 FB3828
 FB3828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (MDB)
 FB3828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5574 ***********************************************************************
 AA5574  DESIGNATION -  CARTER
 AA5574  PID         -  AA5574
 AA5574  STATE/COUNTY-  NC/BUNCOMBE
 AA5574  USGS QUAD   -  OTEEN (1990)
 AA5574
 AA5574                         *CURRENT SURVEY CONTROL
 AA5574  ___________________________________________________________________
 AA5574* NAD 83(2007)-  35 36 53.86465(N)    082 28 49.65051(W)     ADJUSTED  
 AA5574* NAVD 88     -       688.8    (meters)    2260.     (feet)  GPS OBS   
 AA5574  ___________________________________________________________________
 AA5574  EPOCH DATE  -        2002.00
 AA5574  X           -     679,386.034 (meters)                     COMP
 AA5574  Y           -  -5,146,883.835 (meters)                     COMP
 AA5574  Z           -   3,693,928.444 (meters)                     COMP
 AA5574  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AA5574  ELLIP HEIGHT-         658.932 (meters)          (02/10/07) ADJUSTED
 AA5574  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AA5574
 AA5574  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA5574  Type    PID    Designation                      North   East  Ellip
 AA5574  -------------------------------------------------------------------
 AA5574  NETWORK AA5574 CARTER                            0.51   0.39   1.23
 AA5574  -------------------------------------------------------------------
 AA5574
 AA5574.The horizontal coordinates were established by GPS observations
 AA5574.and adjusted by the National Geodetic Survey in February 2007.
 AA5574
 AA5574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA5574.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA5574.The horizontal coordinates are valid at the epoch date displayed above.
 AA5574.The epoch date for horizontal control is a decimal equivalence
 AA5574.of Year/Month/Day.
 AA5574
 AA5574.The orthometric height was determined by GPS observations and a
 AA5574.high-resolution geoid model.
 AA5574
 AA5574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5574
 AA5574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5574
 AA5574.The ellipsoidal height was determined by GPS observations
 AA5574.and is referenced to NAD 83.
 AA5574
 AA5574.The geoid height was determined by GEOID03.
 AA5574
 AA5574;                    North         East     Units Scale Factor Converg.
 AA5574;SPC NC       -   212,408.694   294,370.364   MT  0.99989262   -2 00 31.7
 AA5574;SPC NC       -   696,877.52    965,780.10   sFT  0.99989262   -2 00 31.7
 AA5574;UTM  17      - 3,942,252.407   365,919.368   MT  0.99982154   -0 51 44.1
 AA5574
 AA5574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5574!SPC NC       -   0.99989659  x   0.99989262  =   0.99978922
 AA5574!UTM  17      -   0.99989659  x   0.99982154  =   0.99971815
 AA5574
 AA5574                          SUPERSEDED SURVEY CONTROL
 AA5574
 AA5574  NAD 83(2001)-  35 36 53.86466(N)    082 28 49.65057(W) AD(       ) 1
 AA5574  ELLIP H (03/13/03)  658.950  (m)                       GP(       ) 4 2
 AA5574  NAD 83(1995)-  35 36 53.86515(N)    082 28 49.65054(W) AD(       ) 1
 AA5574  NAD 83(1986)-  35 36 53.87147(N)    082 28 49.65126(W) AD(       ) 1
 AA5574  NGVD 29 (09/30/94)  688.8    (m)         2260.     (f) GPS OBS     3  
 AA5574
 AA5574.Superseded values are not recommended for survey control.
 AA5574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5574.See file dsdata.txt to determine how the superseded data were derived.
 AA5574
 AA5574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6591942252(NAD 83)
 AA5574_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5574_SP_SET: CONCRETE POST
 AA5574_STAMPING: CARTER 1991
 AA5574_MARK LOGO: NCGS  
 AA5574_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5574+STABILITY: SURFACE MOTION
 AA5574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5574+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5574
 AA5574  HISTORY     - Date     Condition        Report By
 AA5574  HISTORY     - 1991     MONUMENTED       NCGS
 AA5574
 AA5574                          STATION DESCRIPTION
 AA5574
 AA5574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5574'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF OTEEN AND 4.3 MI
 AA5574'(6.9 KM) EAST-NORTHEAST OF ASHEVILLE. PROCEED ALONG SR 2002 (RICEVILLE
 AA5574'ROAD) FOR 2.3 MI (3.7 KM) NORTHEAST FROM US 70 (TUNNEL ROAD), THENCE
 AA5574'WEST FOR 0.3 MI (0.5 KM) ALONG SR 2407 (UPPER GRASSY BRANCH EXTENSION)
 AA5574'TO GRAVEL DRIVE AND STATION 63 FEET SOUTH. MARK IS ABOUT 1 FOOT LOWER
 AA5574'THAN ROAD AND FLUSH WITH GROUND.  LOCATED 22.7 FT (6.9 M)
 AA5574'WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, 393.0 FT (119.8 M)
 AA5574'NORTH-NORTHEAST OF KUYKENDALL ROAD, AND 62.5 FT (19.1 M)
 AA5574'SOUTH-SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7654 ***********************************************************************
 AC7654  DESIGNATION -  CARTER
 AC7654  PID         -  AC7654
 AC7654  STATE/COUNTY-  NC/ONSLOW
 AC7654  USGS QUAD   -  KELLUM (1977)
 AC7654
 AC7654                         *CURRENT SURVEY CONTROL
 AC7654  ___________________________________________________________________
 AC7654* NAD 83(2001)-  34 47 35.17390(N)    077 22 12.62370(W)     ADJUSTED  
 AC7654* NAVD 88     -        13.3    (meters)      44.     (feet)  VERT ANG  
 AC7654  ___________________________________________________________________
 AC7654  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AC7654  GEOID HEIGHT-         -37.05  (meters)                     GEOID03
 AC7654  HORZ ORDER  -  SECOND
 AC7654
 AC7654.The horizontal coordinates were established by classical geodetic methods
 AC7654.and adjusted by the National Geodetic Survey in August 2005.
 AC7654
 AC7654.The orthometric height was determined by vertical angle observations.
 AC7654
 AC7654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7654
 AC7654.The geoid height was determined by GEOID03.
 AC7654
 AC7654;                    North         East     Units Scale Factor Converg.
 AC7654;SPC NC       -   116,936.621   758,737.693   MT  0.99990442   +0 56 26.5
 AC7654;SPC NC       -   383,649.56  2,489,291.91   sFT  0.99990442   +0 56 26.5
 AC7654;UTM  18      - 3,852,659.641   283,153.033   MT  1.00017960   -1 21 10.7
 AC7654
 AC7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7654!SPC NC       -   1.00000373  x   0.99990442  =   0.99990815
 AC7654!UTM  18      -   1.00000373  x   1.00017960  =   1.00018333
 AC7654
 AC7654:                Primary Azimuth Mark                     Grid Az
 AC7654:SPC NC       -  ONSLOW COUNTY TANK                       305 11 20.6
 AC7654:UTM  18      -  ONSLOW COUNTY TANK                       307 28 57.8
 AC7654
 AC7654|---------------------------------------------------------------------|
 AC7654| PID    Reference Object                     Distance      Geod. Az  |
 AC7654|                                                           dddmmss.s |
 AC7654| AC8291 ONSLOW COUNTY TANK                                 3060747.1 |
 AC7654|---------------------------------------------------------------------|
 AC7654
 AC7654                          SUPERSEDED SURVEY CONTROL
 AC7654
 AC7654  NAD 83(1986)-  34 47 35.18543(N)    077 22 12.63359(W) AD(       ) 2
 AC7654
 AC7654.Superseded values are not recommended for survey control.
 AC7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7654.See file dsdata.txt to determine how the superseded data were derived.
 AC7654
 AC7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STD8315352660(NAD 83)
 AC7654_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7654_STAMPING: CARTER 1985
 AC7654_MARK LOGO: NCGS  
 AC7654_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AC7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7654+STABILITY: SURFACE MOTION
 AC7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7654+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 AC7654
 AC7654  HISTORY     - Date     Condition        Report By
 AC7654  HISTORY     - 1985     MONUMENTED       NCGS
 AC7654  HISTORY     - 20040821 GOOD             GEOCAC
 AC7654
 AC7654                          STATION DESCRIPTION
 AC7654
 AC7654'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (HAS)
 AC7654'STATION IS LOCATED 6.75 KM (4.19 MI) NORTHEAST OF JACKSONVILLE. ALONG
 AC7654'US 17 FOR 2.55 KM (1.58 MI) NORTHEAST OF SR 1470 (WESTERN BOULEVARD),
 AC7654'ON THE PROLONGATION OF THE EAST SIDE OF A METAL BUILDING ON THE NORTH
 AC7654'SIDE OF US 17. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 1-FOOT
 AC7654'LOWER THAN THE HIGHWAY.  LOCATED 19.6 M (64.3 FT) SOUTHEAST OF THE
 AC7654'CENTERLINE OF THE NORTHBOUND LANE, 107 M (351.0 FT) WEST-SOUTHWEST OF
 AC7654'THE CENTERLINE OF SR 1407, 17.36 M (56.96 FT) NORTHWEST OF THE WEST
 AC7654'END OF A HIGHWAY CULVERT, 5.0 M (16.4 FT) NORTHWEST OF THE WEST RAIL
 AC7654'OF TRACK, 35.69 M (117.09 FT) NORTH-NORTHWEST OF THE NORTH MOST CORNER
 AC7654'OF A BLOCK BUILDING, AND 28.04 M (91.99 FT) NORTHWEST OF A POWER POLE
 AC7654'WITH A TRANSFORMER AND A REFERENCE TAG. PUMPKIN CENTER ONSLOW COUNTY
 AC7654'TANK IS VISIBLE AND THE GRID AZIMUTH IS--305-11-23.83.
 AC7654
 AC7654                          STATION RECOVERY (2004)
 AC7654
 AC7654'RECOVERY NOTE BY GEOCACHING 2004 (JBW)
 AC7654'GPS COORDINATES 34 47 35.2(N) 77 22 12.8(W) (NAD 83)
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AH5079 ***********************************************************************
 AH5079  DESIGNATION -  CARTER
 AH5079  PID         -  AH5079
 AH5079  STATE/COUNTY-  NC/SAMPSON
 AH5079  USGS QUAD   -  BEARSKIN (1986)
 AH5079
 AH5079                         *CURRENT SURVEY CONTROL
 AH5079  ___________________________________________________________________
 AH5079* NAD 83(2001)-  35 06 42.26481(N)    078 24 14.47377(W)     ADJUSTED  
 AH5079* NAVD 88     -        51.8    (meters)     170.     (feet)  VERT ANG  
 AH5079  ___________________________________________________________________
 AH5079  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AH5079  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AH5079  HORZ ORDER  -  SECOND
 AH5079
 AH5079.The horizontal coordinates were established by classical geodetic methods
 AH5079.and adjusted by the National Geodetic Survey in August 2005.
 AH5079
 AH5079.The orthometric height was determined by vertical angle observations.
 AH5079
 AH5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5079
 AH5079.The geoid height was determined by GEOID03.
 AH5079
 AH5079;                    North         East     Units Scale Factor Converg.
 AH5079;SPC NC       -   151,220.843   663,925.947   MT  0.99987556   +0 20 38.3
 AH5079;SPC NC       -   496,130.38  2,178,230.38   sFT  0.99987556   +0 20 38.3
 AH5079;UTM  17      - 3,888,518.810   736,592.560   MT  1.00028992   +1 29 37.8
 AH5079
 AH5079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5079!SPC NC       -   0.99999726  x   0.99987556  =   0.99987282
 AH5079!UTM  17      -   0.99999726  x   1.00028992  =   1.00028718
 AH5079
 AH5079                          SUPERSEDED SURVEY CONTROL
 AH5079
 AH5079  NAD 83(1986)-  35 06 42.27139(N)    078 24 14.48203(W) AD(       ) 2
 AH5079
 AH5079.Superseded values are not recommended for survey control.
 AH5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5079.See file dsdata.txt to determine how the superseded data were derived.
 AH5079
 AH5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQU3659388519(NAD 83)
 AH5079_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5079_STAMPING: CARTER 1986
 AH5079_MARK LOGO: NCGS  
 AH5079_PROJECTION: FLUSH
 AH5079_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5079+STABILITY: SURFACE MOTION
 AH5079
 AH5079  HISTORY     - Date     Condition        Report By
 AH5079  HISTORY     - 1986     MONUMENTED       NCGS
 AH5079
 AH5079                          STATION DESCRIPTION
 AH5079
 AH5079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB)
 AH5079'STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF SPIVEYS CORNER
 AH5079'AND 9.0 MI (14.5 KM) WEST-NORTHWEST OF CLINTON. ALONG US 421 FOR 3.7
 AH5079'MI (6.0 KM) SOUTHEAST FROM THE NC 242 INTERSECTION (SOUTHEAST OF
 AH5079'SPIVEYS CORNER), AT SR 1703, ON THE PROLONGATION OF THE CENTERLINE OF
 AH5079'THE ROAD. MARK IS RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH
 AH5079'HIGHWAY. LOCATED 18.0 FT (5.5 M) SOUTHWEST OF THE CENTERLINE OF THE
 AH5079'HIGHWAY, 155.0 FT (47.2 M) NORTHWEST OF THE NORTHWEST END OF A
 AH5079'DRIVEWAY CULVERT--AND 31.0 FT (9.4 M) EAST-NORTHEAST OF A TELEPHONE
 AH5079'PEDESTAL AT A POST, 79.5 FT (24.2 M) NORTH OF A POWER POLE WITH A
 AH5079'TRANSFORMER, 152.8 FT (46.6 M) NORTH-NORTHWEST OF A TELEPHONE PEDESTAL
 AH5079'AT A POST--ALL WITH REFERENCE TAGS.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AI5272 ***********************************************************************
 AI5272  DESIGNATION -  CARTER
 AI5272  PID         -  AI5272
 AI5272  STATE/COUNTY-  NC/HALIFAX
 AI5272  USGS QUAD   -  THELMA (1973)
 AI5272
 AI5272                         *CURRENT SURVEY CONTROL
 AI5272  ___________________________________________________________________
 AI5272* NAD 83(2007)-  36 27 59.68161(N)    077 45 57.82761(W)     ADJUSTED  
 AI5272* NAVD 88     -        55.2    (meters)     181.     (feet)  GPS OBS   
 AI5272  ___________________________________________________________________
 AI5272  EPOCH DATE  -        2002.00
 AI5272  X           -   1,088,213.246 (meters)                     COMP
 AI5272  Y           -  -5,018,791.889 (meters)                     COMP
 AI5272  Z           -   3,769,965.304 (meters)                     COMP
 AI5272  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AI5272  ELLIP HEIGHT-          21.370 (meters)          (02/10/07) ADJUSTED
 AI5272  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AI5272
 AI5272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI5272  Type    PID    Designation                      North   East  Ellip
 AI5272  -------------------------------------------------------------------
 AI5272  NETWORK AI5272 CARTER                            0.53   0.53   1.45
 AI5272  -------------------------------------------------------------------
 AI5272
 AI5272.The horizontal coordinates were established by GPS observations
 AI5272.and adjusted by the National Geodetic Survey in February 2007.
 AI5272
 AI5272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI5272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI5272.The horizontal coordinates are valid at the epoch date displayed above.
 AI5272.The epoch date for horizontal control is a decimal equivalence
 AI5272.of Year/Month/Day.
 AI5272
 AI5272.The orthometric height was determined by GPS observations and a
 AI5272.high-resolution geoid model.
 AI5272
 AI5272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5272
 AI5272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5272
 AI5272.The ellipsoidal height was determined by GPS observations
 AI5272.and is referenced to NAD 83.
 AI5272
 AI5272.The geoid height was determined by GEOID03.
 AI5272
 AI5272;                    North         East     Units Scale Factor Converg.
 AI5272;SPC NC       -   302,062.356   720,206.403   MT  1.00009753   +0 42 43.9
 AI5272;SPC NC       -   991,016.25  2,362,877.17   sFT  1.00009753   +0 42 43.9
 AI5272;UTM  18      - 4,039,258.274   252,149.559   MT  1.00035692   -1 38 41.5
 AI5272
 AI5272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5272!SPC NC       -   0.99999665  x   1.00009753  =   1.00009418
 AI5272!UTM  18      -   0.99999665  x   1.00035692  =   1.00035356
 AI5272
 AI5272                          SUPERSEDED SURVEY CONTROL
 AI5272
 AI5272  NAD 83(2001)-  36 27 59.68261(N)    077 45 57.82767(W) AD(       ) 1
 AI5272  ELLIP H (03/13/03)   21.353  (m)                       GP(       ) 4 2
 AI5272  NAD 83(1986)-  36 27 59.68565(N)    077 45 57.83927(W) AD(       ) 1
 AI5272
 AI5272.Superseded values are not recommended for survey control.
 AI5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5272.See file dsdata.txt to determine how the superseded data were derived.
 AI5272
 AI5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF5215039258(NAD 83)
 AI5272_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5272_STAMPING: CARTER 1993
 AI5272_MARK LOGO: NCGS  
 AI5272_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AI5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5272+STABILITY: SURFACE MOTION
 AI5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5272+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AI5272
 AI5272  HISTORY     - Date     Condition        Report By
 AI5272  HISTORY     - 1993     MONUMENTED       NCGS
 AI5272
 AI5272                          STATION DESCRIPTION
 AI5272
 AI5272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1993 (WLL)
 AI5272'STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST OF ROANOKE RAPIDS AND
 AI5272'1.6 MI (2.6 KM) EAST OF THELMA. ALONG SR 1424 (LITTLE DEEP CREEK ROAD)
 AI5272'FOR 1.45 MI (2.33 KM) NORTH FROM US 158, OR 0.4 MI (0.6 KM) SOUTH OF
 AI5272'SR 1400 (THELMA ROAD), IN THE SOUTHWEST CORNER OF CARTER FAMILY
 AI5272'CEMETERY. MARK IS ABOUT LEVEL WITH THE ROAD AND RECESSED 1 INCH BELOW
 AI5272'THE GROUND.  LOCATED 29.8 FT (9.1 M) EAST-SOUTHEAST OF THE CENTERLINE
 AI5272'OF THE ROAD, 46.0 FT (14.0 M) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AI5272'ROAD AT A GRAVEL DRIVEWAY WEST, 59.0 FT (18.0 M) SOUTHWEST OF CHARLIE
 AI5272'C. CARTER GRAVE HEADSTONE, AND 92.6 FT (28.2 M) SOUTH-SOUTHWEST OF A
 AI5272'FIRE HYDRANT 14 FEET (4.3 M) NORTH OF A POWER POLE WITH A REFERENCE
 AI5272'TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AA5575 ***********************************************************************
 AA5575  DESIGNATION -  CARTER AZ MK
 AA5575  PID         -  AA5575
 AA5575  STATE/COUNTY-  NC/BUNCOMBE
 AA5575  USGS QUAD   -  OTEEN (1990)
 AA5575
 AA5575                         *CURRENT SURVEY CONTROL
 AA5575  ___________________________________________________________________
 AA5575* NAD 83(2001)-  35 37 00.45266(N)    082 28 45.61912(W)     NO CHECK  
 AA5575* NAVD 88     -       689.     (meters)    2260.     (feet)  VERT ANG  
 AA5575  ___________________________________________________________________
 AA5575  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AA5575  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 AA5575  HORZ ORDER  -  SECOND
 AA5575
 AA5575.The horizontal coordinates were established by classical geodetic methods
 AA5575.and adjusted by the National Geodetic Survey in August 2005.
 AA5575.No horizontal observational check was made to the station.
 AA5575
 AA5575.The orthometric height was determined by vertical angle observations.
 AA5575.No vertical observational check was made to the station.
 AA5575
 AA5575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5575
 AA5575.The geoid height was determined by GEOID03.
 AA5575
 AA5575;                    North         East     Units Scale Factor Converg.
 AA5575;SPC NC       -   212,608.034   294,478.861   MT  0.99989282   -2 00 29.4
 AA5575;SPC NC       -   697,531.52    966,136.06   sFT  0.99989282   -2 00 29.4
 AA5575;UTM  17      - 3,942,453.864   366,023.848   MT  0.99982119   -0 51 41.9
 AA5575
 AA5575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5575!SPC NC       -   0.99989653  x   0.99989282  =   0.99978936
 AA5575!UTM  17      -   0.99989653  x   0.99982119  =   0.99971774
 AA5575
 AA5575                          SUPERSEDED SURVEY CONTROL
 AA5575
 AA5575  NAD 83(1995)-  35 37 00.45314(N)    082 28 45.61906(W) AD(       ) 2
 AA5575  NAD 83(1986)-  35 37 00.45943(N)    082 28 45.61972(W) AD(       ) 2
 AA5575  NGVD 29 (03/11/98)  689.     (m)         2260.     (f) VERT ANG    3  
 AA5575
 AA5575.Superseded values are not recommended for survey control.
 AA5575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5575.See file dsdata.txt to determine how the superseded data were derived.
 AA5575
 AA5575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV6602442454(NAD 83)
 AA5575_MARKER: DZ = AZIMUTH MARK DISK
 AA5575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5575_SP_SET: CONCRETE POST
 AA5575_STAMPING: CARTER 1991
 AA5575_MARK LOGO: NCGS  
 AA5575_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5575+STABILITY: SURFACE MOTION
 AA5575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5575+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA5575
 AA5575  HISTORY     - Date     Condition        Report By
 AA5575  HISTORY     - 1991     MONUMENTED       NCGS
 AA5575
 AA5575                          STATION DESCRIPTION
 AA5575
 AA5575'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (PAC)
 AA5575'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF OTEEN AND 4.3 MI
 AA5575'(6.9 KM) EAST-NORTHEAST OF ASHEVILLE. PROCEED ALONG SR 2002 (RICEVILLE
 AA5575'ROAD) FOR 2.3 MI (3.7 KM) NORTHEAST FROM US 70 (TUNNEL ROAD), THENCE
 AA5575'WEST FOR 0.15 MI (0.24 KM) ALONG SR 2407 (UPPER GRASSY BRANCH
 AA5575'EXTENSION) TO STATION IN WEST SHOULDER, SOUTHWEST OF TWO ASPHALT
 AA5575'DRIVES. MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH GROUND. LOCATED
 AA5575'16.2 FT (4.9 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, 7.8 FT (2.4
 AA5575'M) SOUTHEAST OF A WITNESS POST, 69.3 FT (21.1 M) SOUTHWEST OF A
 AA5575'12-INCH CORRUGATED METAL PIPE (INLET), AND 51.4 FT (15.7 M)
 AA5575'WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER (ACROSS ROAD) AND
 AA5575'REFERENCE TAG.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 AC7530 ***********************************************************************
 AC7530  DESIGNATION -  CARTERET CO COURTHOUSE TOWER
 AC7530  PID         -  AC7530
 AC7530  STATE/COUNTY-  NC/CARTERET
 AC7530  USGS QUAD   -  BEAUFORT (1987)
 AC7530
 AC7530                         *CURRENT SURVEY CONTROL
 AC7530  ___________________________________________________________________
 AC7530* NAD 83(2001)-  34 43 11.03555(N)    076 39 43.67606(W)     ADJUSTED  
 AC7530* NAVD 88     -              **(meters)            **(feet)            
 AC7530  ___________________________________________________________________
 AC7530  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AC7530  GEOID HEIGHT-         -37.48  (meters)                     GEOID03
 AC7530  HORZ ORDER  -  THIRD
 AC7530
 AC7530.The horizontal coordinates were established by classical geodetic methods
 AC7530.and adjusted by the National Geodetic Survey in August 2005.
 AC7530
 AC7530
 AC7530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7530
 AC7530.The geoid height was determined by GEOID03.
 AC7530
 AC7530;                    North         East     Units Scale Factor Converg.
 AC7530;SPC NC       -   110,094.766   823,708.120   MT  0.99991541   +1 20 57.7
 AC7530;SPC NC       -   361,202.58  2,702,449.06   sFT  0.99991541   +1 20 57.7
 AC7530;UTM  18      - 3,843,220.695   347,804.784   MT  0.99988550   -0 56 48.7
 AC7530
 AC7530                          SUPERSEDED SURVEY CONTROL
 AC7530
 AC7530  NAD 83(1986)-  34 43 11.04479(N)    076 39 43.68365(W) AD(       ) 4
 AC7530
 AC7530.Superseded values are not recommended for survey control.
 AC7530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7530.See file dsdata.txt to determine how the superseded data were derived.
 AC7530
 AC7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD4780543221(NAD 83)
 AC7530_MARKER: 55 = TOWER
 AC7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7530+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2006
 AC7530
 AC7530  HISTORY     - Date     Condition        Report By
 AC7530  HISTORY     - 1992     FIRST OBSERVED   NCGS
 AC7530  HISTORY     - 19960304 GOOD             NCGS
 AC7530  HISTORY     - 20031006 GOOD             USPSQD
 AC7530  HISTORY     - 20041019 GOOD             USPSQD
 AC7530  HISTORY     - 20061228 GOOD             USPSQD
 AC7530
 AC7530                          STATION DESCRIPTION
 AC7530
 AC7530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (RJC)
 AC7530'STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST OF MOREHEAD CITY IN
 AC7530'BEAUFORT.$PROCEED ALONG US 70 FOR 1.4 MI (2.3 KM) EAST FROM THE EAST
 AC7530'END OF THE HIGH RISE BRIDGE OVER NEWPORT RIVER TO THE INTERSECTION
 AC7530'WITH CEDAR AND CRAVEN STREETS, THENCE SOUTH ALONG CRAVEN STREET TO THE
 AC7530'CARTERET COUNTY JAIL COMPLEX AND THE STATION, DIRECTLY IN FRONT OF THE
 AC7530'MAGISTRATES OFFICE.$TOWER IS 162-FEET TALL, TRIANGULAR, WITH
 AC7530'ALTERNATING RED AND WHITE BANDS. LOCATED 162.0 FT (49.4 M) SOUTH OF
 AC7530'THE CENTERLINE OF CEDAR STREET, AND 25.0 FT (7.6 M) WEST OF THE
 AC7530'CENTERLINE OF CRAVEN STREET.
 AC7530
 AC7530                          STATION RECOVERY (2003)
 AC7530
 AC7530'RECOVERY NOTE BY US POWER SQUADRON 2003 (JTA)
 AC7530'RECOVERED IN GOOD CONDITION.
 AC7530
 AC7530                          STATION RECOVERY (2004)
 AC7530
 AC7530'RECOVERY NOTE BY US POWER SQUADRON 2004 (CGT)
 AC7530'RECOVERED IN GOOD CONDITION.
 AC7530
 AC7530                          STATION RECOVERY (2006)
 AC7530
 AC7530'RECOVERY NOTE BY US POWER SQUADRON 2006 (RFH)
 AC7530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 EZ4187 ***********************************************************************
 EZ4187  DESIGNATION -  CARTERS
 EZ4187  PID         -  EZ4187
 EZ4187  STATE/COUNTY-  NC/JOHNSTON
 EZ4187  USGS QUAD   -  KENLY WEST (1978)
 EZ4187
 EZ4187                         *CURRENT SURVEY CONTROL
 EZ4187  ___________________________________________________________________
 EZ4187* NAD 83(2001)-  35 34 03.82550(N)    078 11 21.00025(W)     ADJUSTED  
 EZ4187* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 EZ4187  ___________________________________________________________________
 EZ4187  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 EZ4187  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 EZ4187  HORZ ORDER  -  SECOND
 EZ4187
 EZ4187.The horizontal coordinates were established by classical geodetic methods
 EZ4187.and adjusted by the National Geodetic Survey in August 2005.
 EZ4187
 EZ4187.The NAVD 88 height was computed by applying the VERTCON shift value to
 EZ4187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EZ4187
 EZ4187.The Laplace correction was computed from DEFLEC99 derived deflections.
 EZ4187
 EZ4187.The geoid height was determined by GEOID03.
 EZ4187
 EZ4187;                    North         East     Units Scale Factor Converg.
 EZ4187;SPC NC       -   201,942.207   683,096.755   MT  0.99988775   +0 28 04.8
 EZ4187;SPC NC       -   662,538.72  2,241,126.60   sFT  0.99988775   +0 28 04.8
 EZ4187;UTM  17      - 3,939,641.351   754,742.326   MT  1.00039976   +1 38 09.0
 EZ4187
 EZ4187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EZ4187!SPC NC       -   0.99999589  x   0.99988775  =   0.99988364
 EZ4187!UTM  17      -   0.99999589  x   1.00039976  =   1.00039565
 EZ4187
 EZ4187:                Primary Azimuth Mark                     Grid Az
 EZ4187:SPC NC       -  COAST                                    065 31 30.7
 EZ4187:UTM  17      -  COAST                                    064 21 26.5
 EZ4187
 EZ4187|---------------------------------------------------------------------|
 EZ4187| PID    Reference Object                     Distance      Geod. Az  |
 EZ4187|                                                           dddmmss.s |
 EZ4187| EZ4189 COAST                               APPROX. 1.2 KM 0655935.5 |
 EZ4187| EZ4193 HOLLAND                             190.257 METERS 26307     |
 EZ4187|---------------------------------------------------------------------|
 EZ4187
 EZ4187                          SUPERSEDED SURVEY CONTROL
 EZ4187
 EZ4187  NAD 83(1986)-  35 34 03.83286(N)    078 11 21.01128(W) AD(       ) 2
 EZ4187  NAD 27      -  35 34 03.25866(N)    078 11 22.02726(W) AD(       ) 2
 EZ4187  NGVD 29 (07/19/86)   61.     (m)          200.     (f) VERT ANG    3  
 EZ4187
 EZ4187.Superseded values are not recommended for survey control.
 EZ4187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EZ4187.See file dsdata.txt to determine how the superseded data were derived.
 EZ4187
 EZ4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV5474239641(NAD 83)
 EZ4187_MARKER: DE = TRAVERSE STATION DISK
 EZ4187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EZ4187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EZ4187_STAMPING: CARTERS 1967
 EZ4187_MARK LOGO: NCGS  
 EZ4187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EZ4187+STABILITY: SURFACE MOTION
 EZ4187
 EZ4187  HISTORY     - Date     Condition        Report By
 EZ4187  HISTORY     - 1967     MONUMENTED       NCGS
 EZ4187
 EZ4187                          STATION DESCRIPTION
 EZ4187
 EZ4187'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM)
 EZ4187'CARTERS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED
 EZ4187'IN THE VICINITY OF SMITHFIELD, NORTH CAROLINA.
 EZ4187'
 EZ4187'CARTERS IS LOCATED APPROXIMATELY 4.0 MILES SOUTHWEST OF
 EZ4187'KENLY.  TO REACH STATION PROCEED FROM THE INTERSECTION OF
 EZ4187'SR 2130 WITH U.S. 301 IN MICRO, GO NORTHEAST ON U.S. 301 FOR
 EZ4187'0.9 MILE TO STATION.  WHICH IS ON THE NORTHWEST BANK OF
 EZ4187'ATLANTIC RR, ON SOUTHEAST EDGE OF ABOUT A 5 FOOT CUT, NORTHWEST
 EZ4187'SIDE OF TELEPHONE LINE, 0.1 MILE NORTHEAST OF INTERSECTION
 EZ4187'OF SR 2141 WITH U.S. 301 AND 1.25 MILES SOUTHWEST OF
 EZ4187'INTERSECTION OF SR 2339 AND U.S. 301.
 EZ4187'
 EZ4187'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED
 EZ4187'CARTERS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP
 EZ4187'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EZ4187'
 EZ4187'MARK IS
 EZ4187'
 EZ4187'68.3 FT SE OF C/L OF U.S. 301
 EZ4187'
 EZ4187'14.5 FT NW OF SE EDGE OF CUT
 EZ4187'
 EZ4187'18.7 FT N OF TP 2822 WITH ALUMINUM REF. TAG ON NW BANK OF RR
 EZ4187'
 EZ4187'72.8 FT SW OF POWER LINE ANCHOR POLE 76 WITH ALUMINUM
 EZ4187'REF. TAG ON SE BANK OF U.S. 301
 EZ4187'
 EZ4187'85.0 FT SW OF 10 INCH MAPLE TREE WITH ALUMINUM REF. TAG
 EZ4187'ON SE BANK OF U.S. 301
1        National Geodetic Survey,   Retrieval Date = MARCH 18, 2009
 DG5938 ***********************************************************************
 DG5938  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5938  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5938  DESIGNATION -  CARTHAGE CORS ARP
 DG5938  CORS_ID     -  NCCA
 DG5938  PID         -  DG5938
 DG5938  STATE/COUNTY-  NC/MOORE
 DG5938  USGS QUAD   -  CARTHAGE (1980)
 DG5938
 DG5938                         *CURRENT SURVEY CONTROL
 DG5938  ___________________________________________________________________
 DG5938* NAD 83(CORS)-  35 20 30.04888(N)    079 23 05.08568(W)     ADJUSTED  
 DG5938* NAVD 88     -       181.00   (meters)     593.8    (feet)  GPS OBS   
 DG5938  ___________________________________________________________________
 DG5938  EPOCH DATE  -        2002.00
 DG5938  X           -     959,512.950 (meters)                     COMP
 DG5938  Y           -  -5,119,573.551 (meters)                     COMP
 DG5938  Z           -   3,668,940.257 (meters)                     COMP
 DG5938  ELLIP HEIGHT-         149.612 (meters)          (06/??/04) ADJUSTED
 DG5938  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 DG5938  HORZ ORDER  -  SPECIAL (CORS)
 DG5938  ELLP ORDER  -  SPECIAL (CORS)
 DG5938
 DG5938.ITRF positions are available for this station.
 DG5938.The coordinates were established by GPS observations
 DG5938.and adjusted by the National Geodetic Survey in June 2004.
 DG5938.The coordinates are valid at the epoch date displayed above.
 DG5938.The epoch date for horizontal control is a decimal equivalence
 DG5938.of Year/Month/Day.
 DG5938
 DG5938.The orthometric height was determined by GPS observations and a
 DG5938.high-resolution geoid model.
 DG5938.The orthometric height was determined by GPS observations and a
 DG5938.high-resolution geoid model using precise GPS observation and
 DG5938.processing techniques.
 DG5938
 DG5938.The PID for the CORS L1 Phase Center is DG5939.
 DG5938
 DG5938.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5938
 DG5938.The ellipsoidal height was determined by GPS observations
 DG5938.and is referenced to NAD 8